














                                  SURVEY CONTROL DATA
                                
                             STATE=KS
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0637 ***********************************************************************
 KE0637  DESIGNATION -  1
 KE0637  PID         -  KE0637
 KE0637  STATE/COUNTY-  KS/LEAVENWORTH
 KE0637  USGS QUAD   -  TONGANOXIE (1978)
 KE0637
 KE0637                         *CURRENT SURVEY CONTROL
 KE0637  ___________________________________________________________________
 KE0637* NAD 83(1986)-  39 06 56.     (N)    095 07 17.     (W)     SCALED    
 KE0637* NAVD 88     -       330.256  (meters)    1083.51   (feet)  ADJUSTED  
 KE0637  ___________________________________________________________________
 KE0637  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KE0637  DYNAMIC HT  -         330.044 (meters)    1082.82  (feet)  COMP
 KE0637  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 KE0637
 KE0637  VERT ORDER  -  SECOND    CLASS 0
 KE0637
 KE0637.The horizontal coordinates were scaled from a topographic map and have
 KE0637.an estimated accuracy of +/- 6 seconds.
 KE0637
 KE0637.The orthometric height was determined by differential leveling
 KE0637.and adjusted by the National Geodetic Survey in June 1991..
 KE0637
 KE0637.The geoid height was determined by GEOID03.
 KE0637
 KE0637.The dynamic height is computed by dividing the NAVD 88
 KE0637.geopotential number by the normal gravity value computed on the
 KE0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0637.degrees latitude (g = 980.6199 gals.).
 KE0637
 KE0637.The modeled gravity was interpolated from observed gravity values.
 KE0637
 KE0637;                    North         East    Units  Estimated Accuracy
 KE0637;SPC KS N     -    90,790.      648,910.      MT  (+/- 180 meters Scaled)
 KE0637
 KE0637                          SUPERSEDED SURVEY CONTROL
 KE0637
 KE0637  NGVD 29 (??/??/92)  330.177  (m)         1083.26   (f) ADJ UNCH    2 0
 KE0637
 KE0637.Superseded values are not recommended for survey control.
 KE0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0637.See file dsdata.txt to determine how the superseded data were derived.
 KE0637
 KE0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD165317(NAD 83)
 KE0637_MARKER: B = BOLT
 KE0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0637+STABILITY: SURFACE MOTION
 KE0637
 KE0637  HISTORY     - Date     Condition        Report By
 KE0637  HISTORY     - UNK      MONUMENTED       KSHC
 KE0637  HISTORY     - 1950     GOOD             NGS
 KE0637  HISTORY     - 20020823 MARK NOT FOUND   SKW
 KE0637
 KE0637                          STATION DESCRIPTION
 KE0637
 KE0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0637'2.5 MI W FROM TONGANOXIE.
 KE0637'2.5 MILES WEST ALONG STATE HIGHWAY 16 FROM THE UNION PACIFIC
 KE0637'RAILROAD STATION AT TONGANOXIE, LEAVENWORTH COUNTY, 475 FEET
 KE0637'NORTH OF THE JUNCTION OF A DIRT ROAD LEADING EAST, 38 YARDS
 KE0637'NORTH OF A CONCRETE-BOX CULVERT, 40 FEET WEST OF THE CENTERLINE
 KE0637'OF THE HIGHWAY, 5.7 FEET NORTH OF A WIRE-FENCE CORNER, 1 FOOT
 KE0637'EAST OF THE FENCE, AND 6 INCHES LOWER THAN THE HIGHWAY.  A
 KE0637'COPPER BOLT, SET IN THE TOP OF A CONCRETE POST.
 KE0637
 KE0637                          STATION RECOVERY (2002)
 KE0637
 KE0637'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0093 ***********************************************************************
 KF0093  DESIGNATION -  1
 KF0093  PID         -  KF0093
 KF0093  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0093  USGS QUAD   -  WAMEGO (1978)
 KF0093
 KF0093                         *CURRENT SURVEY CONTROL
 KF0093  ___________________________________________________________________
 KF0093* NAD 83(1986)-  39 11 43.     (N)    096 18 57.     (W)     SCALED    
 KF0093* NAVD 88     -       299.422  (meters)     982.35   (feet)  ADJUSTED  
 KF0093  ___________________________________________________________________
 KF0093  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 KF0093  DYNAMIC HT  -         299.225 (meters)     981.71  (feet)  COMP
 KF0093  MODELED GRAV-     979,963.8   (mgal)                       NAVD 88
 KF0093
 KF0093  VERT ORDER  -  FIRST     CLASS II
 KF0093
 KF0093.The horizontal coordinates were scaled from a topographic map and have
 KF0093.an estimated accuracy of +/- 6 seconds.
 KF0093
 KF0093.The orthometric height was determined by differential leveling
 KF0093.and adjusted by the National Geodetic Survey in June 1991..
 KF0093
 KF0093.The geoid height was determined by GEOID03.
 KF0093
 KF0093.The dynamic height is computed by dividing the NAVD 88
 KF0093.geopotential number by the normal gravity value computed on the
 KF0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0093.degrees latitude (g = 980.6199 gals.).
 KF0093
 KF0093.The modeled gravity was interpolated from observed gravity values.
 KF0093
 KF0093;                    North         East    Units  Estimated Accuracy
 KF0093;SPC KS N     -    97,040.      545,480.      MT  (+/- 180 meters Scaled)
 KF0093
 KF0093                          SUPERSEDED SURVEY CONTROL
 KF0093
 KF0093  NGVD 29 (??/??/92)  299.305  (m)          981.97   (f) ADJ UNCH    1 2
 KF0093
 KF0093.Superseded values are not recommended for survey control.
 KF0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0093.See file dsdata.txt to determine how the superseded data were derived.
 KF0093
 KF0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ318418(NAD 83)
 KF0093_MARKER: Q = CHISELED SQUARE
 KF0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0093_SP_SET: CAPSTONE
 KF0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0093
 KF0093  HISTORY     - Date     Condition        Report By
 KF0093  HISTORY     - UNK      MONUMENTED       CGS
 KF0093  HISTORY     - 1965     POOR             NGS
 KF0093  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0093
 KF0093                          STATION DESCRIPTION
 KF0093
 KF0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0093'0.7 MI W FROM WAMEGO.
 KF0093'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0093'AT WAMEGO, AT THE NORTHWEST SIDE OF A LARGE STONE ARCH CULVERT
 KF0093'UNDER THE TRACK, ON THE TOP OF THE NORTHEAST END OF THE SECOND
 KF0093'CAPSTONE FROM THE SOUTHWEST END OF THE CULVERT, 11 FEET NORTHWEST
 KF0093'OF THE CENTER LINE OF THE TRACK, 0.9 FOOT NORTHWEST OF THE
 KF0093'SOUTHEAST EDGE OF THE STONE, AND 0.8 FOOT SOUTHWEST OF THE
 KF0093'NORTHEAST END.  A CHISELED SQUARE.
 KF0093
 KF0093                          STATION RECOVERY (1986)
 KF0093
 KF0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0839 ***********************************************************************
 JF0839  DESIGNATION -  1
 JF0839  PID         -  JF0839
 JF0839  STATE/COUNTY-  KS/RENO
 JF0839  USGS QUAD   -  HUTCHINSON SE (1978)
 JF0839
 JF0839                         *CURRENT SURVEY CONTROL
 JF0839  ___________________________________________________________________
 JF0839* NAD 83(1986)-  38 03 48.     (N)    097 51 55.     (W)     SCALED    
 JF0839* NAVD 88     -       462.515  (meters)    1517.43   (feet)  POSTED    
 JF0839  ___________________________________________________________________
 JF0839  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 JF0839  DYNAMIC HT  -         462.160 (meters)    1516.27  (feet)  COMP
 JF0839  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 JF0839
 JF0839  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JF0839
 JF0839.This mark is at Hutchinson Municipal Airport (HUT)
 JF0839
 JF0839.The horizontal coordinates were scaled from a topographic map and have
 JF0839.an estimated accuracy of +/- 6 seconds.
 JF0839
 JF0839.The orthometric height was determined by differential leveling
 JF0839.and adjusted by the National Geodetic Survey in 1992..
 JF0839.No vertical observational check was made to the station.
 JF0839.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JF0839.was located on a no-check spur therefore a value was not computed.
 JF0839
 JF0839.The geoid height was determined by GEOID03.
 JF0839
 JF0839.The dynamic height is computed by dividing the NAVD 88
 JF0839.geopotential number by the normal gravity value computed on the
 JF0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0839.degrees latitude (g = 980.6199 gals.).
 JF0839
 JF0839.The modeled gravity was interpolated from observed gravity values.
 JF0839
 JF0839;                    North         East    Units  Estimated Accuracy
 JF0839;SPC KS S     -   555,200.      455,700.      MT  (+/- 180 meters Scaled)
 JF0839
 JF0839                          SUPERSEDED SURVEY CONTROL
 JF0839
 JF0839  NGVD 29 (??/??/92)  462.364  (m)         1516.94   (f) ADJ UNCH    1 2
 JF0839
 JF0839.Superseded values are not recommended for survey control.
 JF0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0839.See file dsdata.txt to determine how the superseded data were derived.
 JF0839
 JF0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH995134(NAD 83)
 JF0839_MARKER: X = CHISELED CROSS
 JF0839_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0839_SP_SET: HEADWALL
 JF0839_MARK LOGO: NONE  
 JF0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0839+STABILITY: SURFACE MOTION
 JF0839
 JF0839  HISTORY     - Date     Condition        Report By
 JF0839  HISTORY     - UNK      MONUMENTED       USWB
 JF0839  HISTORY     - 1953     GOOD             NGS
 JF0839  HISTORY     - 1970     GOOD             NGS
 JF0839  HISTORY     - 1986     GOOD             NGS
 JF0839
 JF0839                          STATION DESCRIPTION
 JF0839
 JF0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JF0839'3.9 MI NE FROM HUTCHINSON.
 JF0839'3.5 MILES EAST ALONG U.S. HIGHWAY 50 SOUTH FROM ITS JUNCTION
 JF0839'WITH NORTH MAIN STREET AT HUTCHINSON, THENCE 0.4 MILE NORTH
 JF0839'ALONG A GRAVELED ROAD, AT THE MAIN ENTRANCE TO THE HUTCHINSON
 JF0839'MUNICIPAL AIRPORT, 22 FEET NORTHWEST OF THE CENTER OF THE
 JF0839'ENTRANCE, A CHISELED CROSS IN THE TOP OF THE NORTHEAST CORNER
 JF0839'OF THE NORTH HEADWALL OF A 3 X 6 FOOT CONCRETE CULVERT.
 JF0839
 JF0839                          STATION RECOVERY (1970)
 JF0839
 JF0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0839'RECOVERED IN GOOD CONDITION.
 JF0839
 JF0839                          STATION RECOVERY (1986)
 JF0839
 JF0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0224 ***********************************************************************
 HF0224  DESIGNATION -  1
 HF0224  PID         -  HF0224
 HF0224  STATE/COUNTY-  KS/COWLEY
 HF0224  USGS QUAD   -  NEW SALEM (1979)
 HF0224
 HF0224                         *CURRENT SURVEY CONTROL
 HF0224  ___________________________________________________________________
 HF0224* NAD 83(1986)-  37 15 34.     (N)    096 59 03.     (W)     SCALED    
 HF0224* NAVD 88     -       347.938  (meters)    1141.53   (feet)  ADJUSTED  
 HF0224  ___________________________________________________________________
 HF0224  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HF0224  DYNAMIC HT  -         347.652 (meters)    1140.59  (feet)  COMP
 HF0224  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 HF0224
 HF0224  VERT ORDER  -  SECOND    CLASS 0
 HF0224
 HF0224.The horizontal coordinates were scaled from a topographic map and have
 HF0224.an estimated accuracy of +/- 6 seconds.
 HF0224
 HF0224.The orthometric height was determined by differential leveling
 HF0224.and adjusted by the National Geodetic Survey in June 1991..
 HF0224
 HF0224.The geoid height was determined by GEOID03.
 HF0224
 HF0224.The dynamic height is computed by dividing the NAVD 88
 HF0224.geopotential number by the normal gravity value computed on the
 HF0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0224.degrees latitude (g = 980.6199 gals.).
 HF0224
 HF0224.The modeled gravity was interpolated from observed gravity values.
 HF0224
 HF0224;                    North         East    Units  Estimated Accuracy
 HF0224;SPC KS S     -   466,880.      534,460.      MT  (+/- 180 meters Scaled)
 HF0224
 HF0224                          SUPERSEDED SURVEY CONTROL
 HF0224
 HF0224  NGVD 29 (??/??/92)  347.822  (m)         1141.15   (f) ADJ UNCH    2 0
 HF0224
 HF0224.Superseded values are not recommended for survey control.
 HF0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0224.See file dsdata.txt to determine how the superseded data were derived.
 HF0224
 HF0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG787255(NAD 83)
 HF0224_MARKER: B = BOLT
 HF0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0224+STABILITY: SURFACE MOTION
 HF0224
 HF0224  HISTORY     - Date     Condition        Report By
 HF0224  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0224  HISTORY     - 1935     GOOD             NGS
 HF0224
 HF0224                          STATION DESCRIPTION
 HF0224
 HF0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0224'1.1 MI E FROM WINFIELD.
 HF0224'1.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0224'FROM WINFIELD, COWLEY COUNTY, 1.0 MILE WEST OF MILEPOST 245, 22.5
 HF0224'FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 2 FEET FROM
 HF0224'THE RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE TOP OF A
 HF0224'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0423 ***********************************************************************
 HF0423  DESIGNATION -  1
 HF0423  PID         -  HF0423
 HF0423  STATE/COUNTY-  KS/BUTLER
 HF0423  USGS QUAD   -  AUGUSTA (1979)
 HF0423
 HF0423                         *CURRENT SURVEY CONTROL
 HF0423  ___________________________________________________________________
 HF0423* NAD 83(1986)-  37 39 24.     (N)    096 59 18.     (W)     SCALED    
 HF0423* NAVD 88     -       371.993  (meters)    1220.45   (feet)  ADJUSTED  
 HF0423  ___________________________________________________________________
 HF0423  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HF0423  DYNAMIC HT  -         371.701 (meters)    1219.49  (feet)  COMP
 HF0423  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 HF0423
 HF0423  VERT ORDER  -  SECOND    CLASS 0
 HF0423
 HF0423.The horizontal coordinates were scaled from a topographic map and have
 HF0423.an estimated accuracy of +/- 6 seconds.
 HF0423
 HF0423.The orthometric height was determined by differential leveling
 HF0423.and adjusted by the National Geodetic Survey in June 1991..
 HF0423
 HF0423.The geoid height was determined by GEOID03.
 HF0423
 HF0423.The dynamic height is computed by dividing the NAVD 88
 HF0423.geopotential number by the normal gravity value computed on the
 HF0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0423.degrees latitude (g = 980.6199 gals.).
 HF0423
 HF0423.The modeled gravity was interpolated from observed gravity values.
 HF0423
 HF0423;                    North         East    Units  Estimated Accuracy
 HF0423;SPC KS S     -   510,960.      533,380.      MT  (+/- 180 meters Scaled)
 HF0423
 HF0423                          SUPERSEDED SURVEY CONTROL
 HF0423
 HF0423  NGVD 29 (??/??/92)  371.860  (m)         1220.01   (f) ADJ UNCH    2 0
 HF0423
 HF0423.Superseded values are not recommended for survey control.
 HF0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0423.See file dsdata.txt to determine how the superseded data were derived.
 HF0423
 HF0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG774696(NAD 83)
 HF0423_MARKER: Q = CHISELED SQUARE
 HF0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0423_SP_SET: BRIDGE SEAT
 HF0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0423
 HF0423  HISTORY     - Date     Condition        Report By
 HF0423  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0423  HISTORY     - 1945     GOOD             NGS
 HF0423
 HF0423                          STATION DESCRIPTION
 HF0423
 HF0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HF0423'1.4 MI S FROM AUGUSTA.
 HF0423'1.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0423'FROM AUGUSTA, BUTLER COUNTY, 1.0 MILE SOUTH OF MILEPOST 200, AT
 HF0423'BRIDGE 200 A, AND ON THE RIGHT BRIDGE SEAT OF THE EAST ABUTMENT.
 HF0423'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0247 ***********************************************************************
 KF0247  DESIGNATION -  1 R
 KF0247  PID         -  KF0247
 KF0247  STATE/COUNTY-  KS/GEARY
 KF0247  USGS QUAD   -  JUNCTION CITY (1982)
 KF0247
 KF0247                         *CURRENT SURVEY CONTROL
 KF0247  ___________________________________________________________________
 KF0247* NAD 83(1986)-  39 01 33.     (N)    096 48 16.     (W)     SCALED    
 KF0247* NAVD 88     -       332.538  (meters)    1091.00   (feet)  ADJUSTED  
 KF0247  ___________________________________________________________________
 KF0247  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 KF0247  DYNAMIC HT  -         332.309 (meters)    1090.25  (feet)  COMP
 KF0247  MODELED GRAV-     979,929.7   (mgal)                       NAVD 88
 KF0247
 KF0247  VERT ORDER  -  FIRST     CLASS II
 KF0247
 KF0247.The horizontal coordinates were scaled from a topographic map and have
 KF0247.an estimated accuracy of +/- 6 seconds.
 KF0247
 KF0247.The orthometric height was determined by differential leveling
 KF0247.and adjusted by the National Geodetic Survey in June 1991..
 KF0247.WARNING-Repeat measurements at this control monument indicate possible
 KF0247.vertical movement.
 KF0247
 KF0247.The geoid height was determined by GEOID03.
 KF0247
 KF0247.The dynamic height is computed by dividing the NAVD 88
 KF0247.geopotential number by the normal gravity value computed on the
 KF0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0247.degrees latitude (g = 980.6199 gals.).
 KF0247
 KF0247.The modeled gravity was interpolated from observed gravity values.
 KF0247
 KF0247;                    North         East    Units  Estimated Accuracy
 KF0247;SPC KS N     -    77,560.      503,520.      MT  (+/- 180 meters Scaled)
 KF0247
 KF0247                          SUPERSEDED SURVEY CONTROL
 KF0247
 KF0247  NGVD 29 (??/??/92)  332.687  (m)         1091.49   (f) ADJ UNCH    1 2
 KF0247
 KF0247.Superseded values are not recommended for survey control.
 KF0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0247.See file dsdata.txt to determine how the superseded data were derived.
 KF0247
 KF0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ900219(NAD 83)
 KF0247_MARKER: DD = SURVEY DISK
 KF0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KF0247_SP_SET: SHALLOW-SET PIPE
 KF0247_STAMPING: I-R 1966
 KF0247_MARK LOGO: USE   
 KF0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0247
 KF0247  HISTORY     - Date     Condition        Report By
 KF0247  HISTORY     - 1966     MONUMENTED       DOD
 KF0247  HISTORY     - 1970     GOOD             NGS
 KF0247  HISTORY     - 1986     GOOD             NGS
 KF0247
 KF0247                          STATION DESCRIPTION
 KF0247
 KF0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0247'1.8 MI E FROM JUNCTION CITY.
 KF0247'ABOUT 1.8 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0247'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0247'44 1/2 FEET NORTHWEST OF THE NORTH CORNER OF THE NORTHEAST WING
 KF0247'WALL ON THE MORE NORTHERLY OF TWO HIGHWAY BRIDGES OVER THE
 KF0247'SMOKY HILL RIVER, 24 FEET NORTH OF THE NORTH EDGE OF THE BRIDGE,
 KF0247'41 FEET WEST OF THE EAST END OF A 4-FOOT TUBULAR CULVERT IN A
 KF0247'DITCH ON THE NORTH SIDE OF THE HIGHWAY, ABOUT 4 FEET BELOW THE
 KF0247'LEVEL OF THE HIGHWAY, AND IS A U.S. ENGINEERS DISK ON THE TOP
 KF0247'OF A 1 1/2-INCH METAL PIPE THAT PROJECTS 1 FOOT.  SEC 9, T 12 S,
 KF0247'R 6 E.
 KF0247
 KF0247                          STATION RECOVERY (1986)
 KF0247
 KF0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0925 ***********************************************************************
 KE0925  DESIGNATION -  10
 KE0925  PID         -  KE0925
 KE0925  STATE/COUNTY-  KS/SHAWNEE
 KE0925  USGS QUAD   -  TOPEKA (1983)
 KE0925
 KE0925                         *CURRENT SURVEY CONTROL
 KE0925  ___________________________________________________________________
 KE0925* NAD 83(1986)-  39 03 59.     (N)    095 41 31.     (W)     SCALED    
 KE0925* NAVD 88     -       273.664  (meters)     897.85   (feet)  ADJUSTED  
 KE0925  ___________________________________________________________________
 KE0925  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KE0925  DYNAMIC HT  -         273.486 (meters)     897.26  (feet)  COMP
 KE0925  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 KE0925
 KE0925  VERT ORDER  -  SECOND    CLASS 0
 KE0925
 KE0925.The horizontal coordinates were scaled from a topographic map and have
 KE0925.an estimated accuracy of +/- 6 seconds.
 KE0925
 KE0925.The orthometric height was determined by differential leveling
 KE0925.and adjusted by the National Geodetic Survey in June 1991..
 KE0925
 KE0925.The geoid height was determined by GEOID03.
 KE0925
 KE0925.The dynamic height is computed by dividing the NAVD 88
 KE0925.geopotential number by the normal gravity value computed on the
 KE0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0925.degrees latitude (g = 980.6199 gals.).
 KE0925
 KE0925.The modeled gravity was interpolated from observed gravity values.
 KE0925
 KE0925;                    North         East    Units  Estimated Accuracy
 KE0925;SPC KS N     -    83,920.      599,720.      MT  (+/- 180 meters Scaled)
 KE0925
 KE0925                          SUPERSEDED SURVEY CONTROL
 KE0925
 KE0925  NGVD 29 (??/??/92)  273.538  (m)          897.43   (f) ADJ UNCH    2 0
 KE0925
 KE0925.Superseded values are not recommended for survey control.
 KE0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0925.See file dsdata.txt to determine how the superseded data were derived.
 KE0925
 KE0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD671275(NAD 83)
 KE0925_MARKER: DD = SURVEY DISK
 KE0925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0925_SP_SET: CONCRETE LANDING
 KE0925_STAMPING: BM 10
 KE0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0925
 KE0925  HISTORY     - Date     Condition        Report By
 KE0925  HISTORY     - UNK      MONUMENTED
 KE0925  HISTORY     - 1970     GOOD             NGS
 KE0925
 KE0925                          STATION DESCRIPTION
 KE0925
 KE0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0925'1 MI W FROM TOPEKA.
 KE0925'ABOUT 1.0 MILE WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0925'OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 67 FEET NORTH OF THE
 KE0925'CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, SET IN THE TOP
 KE0925'OF THE SOUTHWEST CORNER OF THE CONCRETE LANDING AT THE SOUTH
 KE0925'ENTRANCE TO THE CITY OF TOPEKA POTWIN PUMPING STATION, 11.2 FEET
 KE0925'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRICK BUILDING AT THE
 KE0925'PUMPING STATION, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND,
 KE0925'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  THE PUMPING
 KE0925'STATION IS A ONE STORY RED BRICK BUILDING.  SECTION 25, T 11S,
 KE0925'R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0679 ***********************************************************************
 KE0679  DESIGNATION -  10
 KE0679  PID         -  KE0679
 KE0679  STATE/COUNTY-  KS/ATCHISON
 KE0679  USGS QUAD   -  POTTER (1979)
 KE0679
 KE0679                         *CURRENT SURVEY CONTROL
 KE0679  ___________________________________________________________________
 KE0679* NAD 83(1986)-  39 28 13.     (N)    095 14 08.     (W)     SCALED    
 KE0679* NAVD 88     -       295.998  (meters)     971.12   (feet)  ADJUSTED  
 KE0679  ___________________________________________________________________
 KE0679  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KE0679  DYNAMIC HT  -         295.813 (meters)     970.51  (feet)  COMP
 KE0679  MODELED GRAV-     979,995.1   (mgal)                       NAVD 88
 KE0679
 KE0679  VERT ORDER  -  SECOND    CLASS 0
 KE0679
 KE0679.The horizontal coordinates were scaled from a topographic map and have
 KE0679.an estimated accuracy of +/- 6 seconds.
 KE0679
 KE0679.The orthometric height was determined by differential leveling
 KE0679.and adjusted by the National Geodetic Survey in June 1991..
 KE0679
 KE0679.The geoid height was determined by GEOID03.
 KE0679
 KE0679.The dynamic height is computed by dividing the NAVD 88
 KE0679.geopotential number by the normal gravity value computed on the
 KE0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0679.degrees latitude (g = 980.6199 gals.).
 KE0679
 KE0679.The modeled gravity was interpolated from observed gravity values.
 KE0679
 KE0679;                    North         East    Units  Estimated Accuracy
 KE0679;SPC KS N     -   129,850.      637,840.      MT  (+/- 180 meters Scaled)
 KE0679
 KE0679                          SUPERSEDED SURVEY CONTROL
 KE0679
 KE0679  NGVD 29 (??/??/92)  295.893  (m)          970.78   (f) ADJ UNCH    2 0
 KE0679
 KE0679.Superseded values are not recommended for survey control.
 KE0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0679.See file dsdata.txt to determine how the superseded data were derived.
 KE0679
 KE0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD076713(NAD 83)
 KE0679_MARKER: DD = SURVEY DISK
 KE0679_SETTING: 0 = UNSPECIFIED SETTING
 KE0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0679
 KE0679  HISTORY     - Date     Condition        Report By
 KE0679  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0679  HISTORY     - 1950     GOOD             NGS
 KE0679
 KE0679                          STATION DESCRIPTION
 KE0679
 KE0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0679'0.7 MI NE FROM CUMMINGS.
 KE0679'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0679'RAILWAY FROM THE STATION AT CUMMINGS, ATCHISON COUNTY, OPPOSITE
 KE0679'MILEPOST 10, AND 6 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 KE0679'THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY IN THE
 KE0679'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0693 ***********************************************************************
 HF0693  DESIGNATION -  10
 HF0693  PID         -  HF0693
 HF0693  STATE/COUNTY-  KS/COWLEY
 HF0693  USGS QUAD   -  AKRON (1965)
 HF0693
 HF0693                         *CURRENT SURVEY CONTROL
 HF0693  ___________________________________________________________________
 HF0693* NAD 83(1986)-  37 22 20.     (N)    097 01 04.     (W)     SCALED    
 HF0693* NAVD 88     -       355.774  (meters)    1167.24   (feet)  ADJUSTED  
 HF0693  ___________________________________________________________________
 HF0693  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0693  DYNAMIC HT  -         355.487 (meters)    1166.29  (feet)  COMP
 HF0693  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 HF0693
 HF0693  VERT ORDER  -  SECOND    CLASS 0
 HF0693
 HF0693.The horizontal coordinates were scaled from a topographic map and have
 HF0693.an estimated accuracy of +/- 6 seconds.
 HF0693
 HF0693.The orthometric height was determined by differential leveling
 HF0693.and adjusted by the National Geodetic Survey in June 1991..
 HF0693
 HF0693.The geoid height was determined by GEOID03.
 HF0693
 HF0693.The dynamic height is computed by dividing the NAVD 88
 HF0693.geopotential number by the normal gravity value computed on the
 HF0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0693.degrees latitude (g = 980.6199 gals.).
 HF0693
 HF0693.The modeled gravity was interpolated from observed gravity values.
 HF0693
 HF0693;                    North         East    Units  Estimated Accuracy
 HF0693;SPC KS S     -   479,350.      531,280.      MT  (+/- 180 meters Scaled)
 HF0693
 HF0693                          SUPERSEDED SURVEY CONTROL
 HF0693
 HF0693  NGVD 29 (??/??/92)  355.645  (m)         1166.81   (f) ADJ UNCH    2 0
 HF0693
 HF0693.Superseded values are not recommended for survey control.
 HF0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0693.See file dsdata.txt to determine how the superseded data were derived.
 HF0693
 HF0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG755380(NAD 83)
 HF0693_MARKER: B = BOLT
 HF0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0693+STABILITY: SURFACE MOTION
 HF0693
 HF0693  HISTORY     - Date     Condition        Report By
 HF0693  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0693  HISTORY     - 1962     MARK NOT FOUND   NGS
 HF0693
 HF0693                          STATION DESCRIPTION
 HF0693
 HF0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0693'1.5 MI N FROM AKRON.
 HF0693'1.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0693'FROM AKRON, COWLEY COUNTY, AT MILEPOST 221, AND 50 FEET WEST
 HF0693'OF THE CENTERLINE OF THE TRACK.  AN IRON BOLT, SET IN THE
 HF0693'TOP OF A CONCRETE POST.  NOTE-- GRADING IN AREA - MAY HAVE
 HF0693'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0118 ***********************************************************************
 JF0118  DESIGNATION -  10
 JF0118  PID         -  JF0118
 JF0118  STATE/COUNTY-  KS/MORRIS
 JF0118  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0118
 JF0118                         *CURRENT SURVEY CONTROL
 JF0118  ___________________________________________________________________
 JF0118* NAD 83(1986)-  38 39 25.     (N)    096 28 33.     (W)     SCALED    
 JF0118* NAVD 88     -       375.934  (meters)    1233.38   (feet)  ADJUSTED  
 JF0118  ___________________________________________________________________
 JF0118  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 JF0118  DYNAMIC HT  -         375.663 (meters)    1232.49  (feet)  COMP
 JF0118  MODELED GRAV-     979,897.8   (mgal)                       NAVD 88
 JF0118
 JF0118  VERT ORDER  -  SECOND    CLASS 0
 JF0118
 JF0118.The horizontal coordinates were scaled from a topographic map and have
 JF0118.an estimated accuracy of +/- 6 seconds.
 JF0118
 JF0118.The orthometric height was determined by differential leveling
 JF0118.and adjusted by the National Geodetic Survey in June 1991..
 JF0118
 JF0118.The geoid height was determined by GEOID03.
 JF0118
 JF0118.The dynamic height is computed by dividing the NAVD 88
 JF0118.geopotential number by the normal gravity value computed on the
 JF0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0118.degrees latitude (g = 980.6199 gals.).
 JF0118
 JF0118.The modeled gravity was interpolated from observed gravity values.
 JF0118
 JF0118;                    North         East    Units  Estimated Accuracy
 JF0118;SPC KS N     -    37,040.      532,660.      MT  (+/- 180 meters Scaled)
 JF0118
 JF0118                          SUPERSEDED SURVEY CONTROL
 JF0118
 JF0118  NGVD 29 (??/??/92)  375.784  (m)         1232.88   (f) ADJ UNCH    2 0
 JF0118
 JF0118.Superseded values are not recommended for survey control.
 JF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0118.See file dsdata.txt to determine how the superseded data were derived.
 JF0118
 JF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH196817(NAD 83)
 JF0118_MARKER: B = BOLT
 JF0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0118_SP_SET: CULVERT
 JF0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0118
 JF0118  HISTORY     - Date     Condition        Report By
 JF0118  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0118  HISTORY     - 1935     GOOD             NGS
 JF0118  HISTORY     - 1968     GOOD             NGS
 JF0118
 JF0118                          STATION DESCRIPTION
 JF0118
 JF0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0118'0.3 MI S FROM COUNCIL GROVE.
 JF0118'0.3 MILE S. OF COUNCIL GROVE STATION ALONG M. K. AND T. RR. ON
 JF0118'TOP OF ROUND HEADED BOLT IMBEDDED IN W. CONC. HEADWALL OF 4 X 5
 JF0118'CONC. CULVERT 52 YDS. S. OF MP 120 AND 1 FT. N. OF S. END OF
 JF0118'WALL.  NOTE-- THE RR TRACK AND DEPOT HAVE BEEN ABANDONED.
 JF0118
 JF0118                          STATION RECOVERY (1968)
 JF0118
 JF0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0134 ***********************************************************************
 JF0134  DESIGNATION -  102 A
 JF0134  PID         -  JF0134
 JF0134  STATE/COUNTY-  KS/LYON
 JF0134  USGS QUAD   -  LANG (1979)
 JF0134
 JF0134                         *CURRENT SURVEY CONTROL
 JF0134  ___________________________________________________________________
 JF0134* NAD 83(1986)-  38 29 02.     (N)    096 02 40.     (W)     SCALED    
 JF0134* NAVD 88     -       355.573  (meters)    1166.58   (feet)  ADJUSTED  
 JF0134  ___________________________________________________________________
 JF0134  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JF0134  DYNAMIC HT  -         355.316 (meters)    1165.73  (feet)  COMP
 JF0134  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 JF0134
 JF0134  VERT ORDER  -  FIRST     CLASS II
 JF0134
 JF0134.The horizontal coordinates were scaled from a topographic map and have
 JF0134.an estimated accuracy of +/- 6 seconds.
 JF0134
 JF0134.The orthometric height was determined by differential leveling
 JF0134.and adjusted by the National Geodetic Survey in June 1991..
 JF0134
 JF0134.The geoid height was determined by GEOID03.
 JF0134
 JF0134.The dynamic height is computed by dividing the NAVD 88
 JF0134.geopotential number by the normal gravity value computed on the
 JF0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0134.degrees latitude (g = 980.6199 gals.).
 JF0134
 JF0134.The modeled gravity was interpolated from observed gravity values.
 JF0134
 JF0134;                    North         East    Units  Estimated Accuracy
 JF0134;SPC KS S     -   604,510.      614,230.      MT  (+/- 180 meters Scaled)
 JF0134
 JF0134                          SUPERSEDED SURVEY CONTROL
 JF0134
 JF0134  NGVD 29 (??/??/92)  355.421  (m)         1166.08   (f) ADJ UNCH    1 2
 JF0134
 JF0134.Superseded values are not recommended for survey control.
 JF0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0134.See file dsdata.txt to determine how the superseded data were derived.
 JF0134
 JF0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH578636(NAD 83)
 JF0134_MARKER: Q = CHISELED SQUARE
 JF0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0134_SP_SET: BRIDGE
 JF0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0134
 JF0134  HISTORY     - Date     Condition        Report By
 JF0134  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0134  HISTORY     - 1956     POOR             USGS
 JF0134
 JF0134                          STATION DESCRIPTION
 JF0134
 JF0134'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JF0134'2.7 MI NE FROM LANG.
 JF0134'2.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0134'RAILWAY FROM THE STATION AT LANG, LYON COUNTY, 305 FEET SOUTHWEST
 JF0134'OF MILEPOST 102, AT BRIDGE 102 A, AND ON THE TOP OF THE NORTH
 JF0134'CORNER OF THE NORTHWEST HEADWALL.  A CHISELED SQUARE.
 JF0134'NOTE-- CORNER OF CULVERT HAS BEEN CHIPPED OFF WHERE CHISELED
 JF0134'SQUARE WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0135 ***********************************************************************
 JF0135  DESIGNATION -  102 D
 JF0135  PID         -  JF0135
 JF0135  STATE/COUNTY-  KS/LYON
 JF0135  USGS QUAD   -  LANG (1979)
 JF0135
 JF0135                         *CURRENT SURVEY CONTROL
 JF0135  ___________________________________________________________________
 JF0135* NAD 83(1986)-  38 28 43.     (N)    096 03 21.     (W)     SCALED    
 JF0135* NAVD 88     -       355.544  (meters)    1166.48   (feet)  ADJUSTED  
 JF0135  ___________________________________________________________________
 JF0135  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 JF0135  DYNAMIC HT  -         355.287 (meters)    1165.64  (feet)  COMP
 JF0135  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 JF0135
 JF0135  VERT ORDER  -  FIRST     CLASS II
 JF0135
 JF0135.The horizontal coordinates were scaled from a topographic map and have
 JF0135.an estimated accuracy of +/- 6 seconds.
 JF0135
 JF0135.The orthometric height was determined by differential leveling
 JF0135.and adjusted by the National Geodetic Survey in June 1991..
 JF0135
 JF0135.The geoid height was determined by GEOID03.
 JF0135
 JF0135.The dynamic height is computed by dividing the NAVD 88
 JF0135.geopotential number by the normal gravity value computed on the
 JF0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0135.degrees latitude (g = 980.6199 gals.).
 JF0135
 JF0135.The modeled gravity was interpolated from observed gravity values.
 JF0135
 JF0135;                    North         East    Units  Estimated Accuracy
 JF0135;SPC KS S     -   603,900.      613,250.      MT  (+/- 180 meters Scaled)
 JF0135
 JF0135                          SUPERSEDED SURVEY CONTROL
 JF0135
 JF0135  NGVD 29 (??/??/92)  355.392  (m)         1165.98   (f) ADJ UNCH    1 2
 JF0135
 JF0135.Superseded values are not recommended for survey control.
 JF0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0135.See file dsdata.txt to determine how the superseded data were derived.
 JF0135
 JF0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH568630(NAD 83)
 JF0135_MARKER: Q = CHISELED SQUARE
 JF0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0135_SP_SET: BRIDGE
 JF0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0135
 JF0135  HISTORY     - Date     Condition        Report By
 JF0135  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0135  HISTORY     - 1951     GOOD             NGS
 JF0135
 JF0135                          STATION DESCRIPTION
 JF0135
 JF0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JF0135'2 MI NE FROM LANG.
 JF0135'2.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0135'RAILWAY FROM THE STATION AT LANG, LYON COUNTY, 0.7 MILE SOUTHWEST
 JF0135'OF MILEPOST 102, 100 YARDS NORTHEAST OF THE CROSSING OF AN
 JF0135'EAST-AND-WEST ROAD AND SEMAPHORE 1022, AT BRIDGE 102 D, AND ON
 JF0135'THE TOP OF THE NORTH CORNER OF THE NORTHWEST HEADWALL.  A
 JF0135'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0136 ***********************************************************************
 JF0136  DESIGNATION -  104 C
 JF0136  PID         -  JF0136
 JF0136  STATE/COUNTY-  KS/LYON
 JF0136  USGS QUAD   -  LANG (1979)
 JF0136
 JF0136                         *CURRENT SURVEY CONTROL
 JF0136  ___________________________________________________________________
 JF0136* NAD 83(1986)-  38 27 37.     (N)    096 04 57.     (W)     SCALED    
 JF0136* NAVD 88     -       363.817  (meters)    1193.62   (feet)  ADJUSTED  
 JF0136  ___________________________________________________________________
 JF0136  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JF0136  DYNAMIC HT  -         363.553 (meters)    1192.76  (feet)  COMP
 JF0136  MODELED GRAV-     979,893.0   (mgal)                       NAVD 88
 JF0136
 JF0136  VERT ORDER  -  FIRST     CLASS II
 JF0136
 JF0136.The horizontal coordinates were scaled from a topographic map and have
 JF0136.an estimated accuracy of +/- 6 seconds.
 JF0136
 JF0136.The orthometric height was determined by differential leveling
 JF0136.and adjusted by the National Geodetic Survey in June 1991..
 JF0136
 JF0136.The geoid height was determined by GEOID03.
 JF0136
 JF0136.The dynamic height is computed by dividing the NAVD 88
 JF0136.geopotential number by the normal gravity value computed on the
 JF0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0136.degrees latitude (g = 980.6199 gals.).
 JF0136
 JF0136.The modeled gravity was interpolated from observed gravity values.
 JF0136
 JF0136;                    North         East    Units  Estimated Accuracy
 JF0136;SPC KS S     -   601,800.      610,970.      MT  (+/- 180 meters Scaled)
 JF0136
 JF0136                          SUPERSEDED SURVEY CONTROL
 JF0136
 JF0136  NGVD 29 (??/??/92)  363.664  (m)         1193.12   (f) ADJ UNCH    1 2
 JF0136
 JF0136.Superseded values are not recommended for survey control.
 JF0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0136.See file dsdata.txt to determine how the superseded data were derived.
 JF0136
 JF0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH545609(NAD 83)
 JF0136_MARKER: Q = CHISELED SQUARE
 JF0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0136_SP_SET: BRIDGE
 JF0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0136
 JF0136  HISTORY     - Date     Condition        Report By
 JF0136  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0136  HISTORY     - 1933     GOOD             NGS
 JF0136  HISTORY     - 1951     GOOD             NGS
 JF0136
 JF0136                          STATION DESCRIPTION
 JF0136
 JF0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JF0136'0.1 MI NE FROM LANG.
 JF0136'0.1 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0136'RAILWAY FROM THE STATION AT LANG, LYON COUNTY, 0.7 MILE SOUTHWEST
 JF0136'OF MILEPOST 104, AT BRIDGE 104 C, AND ON THE TOP OF THE NORTH
 JF0136'CORNER OF THE NORTHWEST CONCRETE HEADWALL.  A CHISELED SQUARE.
 JF0136
 JF0136                          STATION RECOVERY (1951)
 JF0136
 JF0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JF0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0139 ***********************************************************************
 JF0139  DESIGNATION -  104 D
 JF0139  PID         -  JF0139
 JF0139  STATE/COUNTY-  KS/LYON
 JF0139  USGS QUAD   -  LANG (1979)
 JF0139
 JF0139                         *CURRENT SURVEY CONTROL
 JF0139  ___________________________________________________________________
 JF0139* NAD 83(1986)-  38 27 30.     (N)    096 05 08.     (W)     SCALED    
 JF0139* NAVD 88     -       365.959  (meters)    1200.65   (feet)  ADJUSTED  
 JF0139  ___________________________________________________________________
 JF0139  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JF0139  DYNAMIC HT  -         365.694 (meters)    1199.78  (feet)  COMP
 JF0139  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 JF0139
 JF0139  VERT ORDER  -  FIRST     CLASS II
 JF0139
 JF0139.The horizontal coordinates were scaled from a topographic map and have
 JF0139.an estimated accuracy of +/- 6 seconds.
 JF0139
 JF0139.The orthometric height was determined by differential leveling
 JF0139.and adjusted by the National Geodetic Survey in June 1991..
 JF0139
 JF0139.The geoid height was determined by GEOID03.
 JF0139
 JF0139.The dynamic height is computed by dividing the NAVD 88
 JF0139.geopotential number by the normal gravity value computed on the
 JF0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0139.degrees latitude (g = 980.6199 gals.).
 JF0139
 JF0139.The modeled gravity was interpolated from observed gravity values.
 JF0139
 JF0139;                    North         East    Units  Estimated Accuracy
 JF0139;SPC KS S     -   601,580.      610,710.      MT  (+/- 180 meters Scaled)
 JF0139
 JF0139                          SUPERSEDED SURVEY CONTROL
 JF0139
 JF0139  NGVD 29 (??/??/92)  365.806  (m)         1200.15   (f) ADJ UNCH    1 2
 JF0139
 JF0139.Superseded values are not recommended for survey control.
 JF0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0139.See file dsdata.txt to determine how the superseded data were derived.
 JF0139
 JF0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH543606(NAD 83)
 JF0139_MARKER: Q = CHISELED SQUARE
 JF0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0139_SP_SET: BRIDGE
 JF0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0139
 JF0139  HISTORY     - Date     Condition        Report By
 JF0139  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0139  HISTORY     - 1933     GOOD             NGS
 JF0139  HISTORY     - 1951     GOOD             NGS
 JF0139
 JF0139                          STATION DESCRIPTION
 JF0139
 JF0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JF0139'0.2 MI SW FROM LANG.
 JF0139'0.2 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0139'RAILWAY FROM THE STATION AT LANG, LYON COUNTY, 0.9 MILE SOUTHWEST
 JF0139'OF MILEPOST 104, AT BRIDGE 104 D, AND ON THE TOP OF THE NORTHEAST
 JF0139'CORNER OF THE NORTH CONCRETE HEADWALL.  A CHISELED SQUARE.
 JF0139
 JF0139                          STATION RECOVERY (1951)
 JF0139
 JF0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JF0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0156 ***********************************************************************
 JF0156  DESIGNATION -  1076.3
 JF0156  PID         -  JF0156
 JF0156  STATE/COUNTY-  KS/GREENWOOD
 JF0156  USGS QUAD   -  MADISON (1973)
 JF0156
 JF0156                         *CURRENT SURVEY CONTROL
 JF0156  ___________________________________________________________________
 JF0156* NAD 83(1986)-  38 08 25.     (N)    096 08 16.     (W)     SCALED    
 JF0156* NAVD 88     -       328.277  (meters)    1077.02   (feet)  ADJUSTED  
 JF0156  ___________________________________________________________________
 JF0156  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JF0156  DYNAMIC HT  -         328.034 (meters)    1076.22  (feet)  COMP
 JF0156  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 JF0156
 JF0156  VERT ORDER  -  FIRST     CLASS II
 JF0156
 JF0156.The horizontal coordinates were scaled from a topographic map and have
 JF0156.an estimated accuracy of +/- 6 seconds.
 JF0156
 JF0156.The orthometric height was determined by differential leveling
 JF0156.and adjusted by the National Geodetic Survey in June 1991..
 JF0156
 JF0156.The geoid height was determined by GEOID03.
 JF0156
 JF0156.The dynamic height is computed by dividing the NAVD 88
 JF0156.geopotential number by the normal gravity value computed on the
 JF0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0156.degrees latitude (g = 980.6199 gals.).
 JF0156
 JF0156.The modeled gravity was interpolated from observed gravity values.
 JF0156
 JF0156;                    North         East    Units  Estimated Accuracy
 JF0156;SPC KS S     -   566,170.      607,050.      MT  (+/- 180 meters Scaled)
 JF0156
 JF0156                          SUPERSEDED SURVEY CONTROL
 JF0156
 JF0156  NGVD 29 (??/??/92)  328.134  (m)         1076.55   (f) ADJ UNCH    1 2
 JF0156
 JF0156.Superseded values are not recommended for survey control.
 JF0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0156.See file dsdata.txt to determine how the superseded data were derived.
 JF0156
 JF0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH508252(NAD 83)
 JF0156_MARKER: B = BOLT
 JF0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0156+STABILITY: SURFACE MOTION
 JF0156
 JF0156  HISTORY     - Date     Condition        Report By
 JF0156  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0156  HISTORY     - 1951     GOOD             NGS
 JF0156  HISTORY     - 1972     MARK NOT FOUND   USGS
 JF0156  HISTORY     - 1976     GOOD             NGS
 JF0156
 JF0156                          STATION DESCRIPTION
 JF0156
 JF0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JF0156'0.1 MI NW FROM MADISON.
 JF0156'0.1 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0156'RAILWAY FROM THE STATION AT MADISON, GREENWOOD COUNTY, 200 YARDS
 JF0156'SOUTHEAST OF STATE HIGHWAY 99, 144 FEET NORTHEAST OF THE
 JF0156'CENTERLINE OF THE MAIN TRACK, 25 FEET NORTHWEST OF A
 JF0156'POWER-TRANSMISSION LINE POLE, 15 FEET WEST OF A CONCRETE
 JF0156'FOUNDATION, AND 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 JF0156'AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JF0156'4 INCHES ABOVE GROUND.  NOTE-- OIL WELL EQUIPMENT IS NOW STORED
 JF0156'IN AREA.
 JF0156
 JF0156                          STATION RECOVERY (1972)
 JF0156
 JF0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JF0156'MARK NOT FOUND.
 JF0156
 JF0156                          STATION RECOVERY (1976)
 JF0156
 JF0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0156'TO REACH THE BENCH MARK FROM THE CITY BUILDING IN MADISON, GO WEST ON
 JF0156'MAIN STREET FOR 0.15 MILE TO N 4TH STREET, TURN RIGHT AND GO
 JF0156'NORTHERLY ON N 4TH STREET FOR 0.2 MILE TO THE BENCH MARK AT A
 JF0156'FENCELINE JUST NORTH OF A WHITE FRAME OIL STORAGE BUILDING, THE MARK
 JF0156'IS 35 FEET NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 25 FEET
 JF0156'NORTHWEST OF A POWER POLE, 2 FEET SOUTHWEST OF THE FENCELINE AND 1
 JF0156'FOOT SOUTHEAST OF A METAL WITNESS POST. THE MARK IS AN IRON BOLT IN
 JF0156'THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE
 JF0156'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0933 ***********************************************************************
 HH0933  DESIGNATION -  10JS
 HH0933  PID         -  HH0933
 HH0933  STATE/COUNTY-  KS/MEADE
 HH0933  USGS QUAD   -  MEADE (1983)
 HH0933
 HH0933                         *CURRENT SURVEY CONTROL
 HH0933  ___________________________________________________________________
 HH0933* NAD 83(1997)-  37 15 23.58451(N)    100 22 21.94567(W)     ADJUSTED  
 HH0933* NAVD 88     -       756.     (meters)    2480.     (feet)  SCALED    
 HH0933  ___________________________________________________________________
 HH0933  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 HH0933  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 HH0933
 HH0933  HORZ ORDER  -  THIRD
 HH0933
 HH0933.The horizontal coordinates were established by classical geodetic methods
 HH0933.and adjusted by the National Geodetic Survey in October 1998..
 HH0933
 HH0933.The orthometric height was scaled from a topographic map.
 HH0933
 HH0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0933
 HH0933.The geoid height was determined by GEOID03.
 HH0933
 HH0933;                    North         East     Units Scale Factor Converg.
 HH0933;SPC KS S     -   467,137.187   233,874.833   MT  1.00000200   -1 09 03.1
 HH0933;UTM  14      - 4,124,216.002   378,265.428   MT  0.99978255   -0 49 52.1
 HH0933
 HH0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0933!SPC KS S     -   0.99988552  x   1.00000200  =   0.99988752
 HH0933!UTM  14      -   0.99988552  x   0.99978255  =   0.99966809
 HH0933
 HH0933:                Primary Azimuth Mark                     Grid Az
 HH0933:SPC KS S     -  STA 33 JFS                               091 11 16.3
 HH0933:UTM  14      -  STA 33 JFS                               090 52 05.3
 HH0933
 HH0933|---------------------------------------------------------------------|
 HH0933| PID    Reference Object                     Distance      Geod. Az  |
 HH0933|                                                           dddmmss.s |
 HH0933| HH0932 STA 33 JFS                          APPROX. 4.3 KM 0900213.2 |
 HH0933|---------------------------------------------------------------------|
 HH0933
 HH0933                          SUPERSEDED SURVEY CONTROL
 HH0933
 HH0933  NAD 83(1997)-  37 15 23.59128(N)    100 22 21.94685(W) AD(       ) 3
 HH0933  NAD 83(1986)-  37 15 23.58245(N)    100 22 21.94647(W) AD(       ) 3
 HH0933  NAD 27      -  37 15 23.49254(N)    100 22 20.42053(W) AD(       ) 3
 HH0933
 HH0933.Superseded values are not recommended for survey control.
 HH0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0933.See file dsdata.txt to determine how the superseded data were derived.
 HH0933
 HH0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG7826524216(NAD 83)
 HH0933_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0933+STABILITY: SURFACE MOTION
 HH0933
 HH0933  HISTORY     - Date     Condition        Report By
 HH0933  HISTORY     - 1962     MONUMENTED       USGS
 HH0933
 HH0933                          STATION DESCRIPTION
 HH0933
 HH0933'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HH0933'MEADE, 2.0 MI S. AND 1.8 MI W. OF.  NEAR QUARTER COR. BETWEEN SECS. 16
 HH0933'AND 21, T. 32 S., R. 28 W..  300 FT W. OF CENTER OF RD. AT FENCE S..
 HH0933'40 FT N. AND 6 FT W. OF CENTER OF E. - W. RD. AT DRIVE S. TO
 HH0933'FARMHOUSE.  7 FT N. AND 6 FT E. OF POWER POLE.  1 FT S. OF RIGHT - OF
 HH0933'- WAY FENCE.  IN CONCRETE POST PROJECTING 5 IN..  STANDARD TABLET
 HH0933'STAMPED---ET 10 JS 1962---.  RADIO MAST 1.0 MI E. OF MEADE--
 HH0933'N 53 DEG 17 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0681 ***********************************************************************
 KE0681  DESIGNATION -  11
 KE0681  PID         -  KE0681
 KE0681  STATE/COUNTY-  KS/ATCHISON
 KE0681  USGS QUAD   -  POTTER (1979)
 KE0681
 KE0681                         *CURRENT SURVEY CONTROL
 KE0681  ___________________________________________________________________
 KE0681* NAD 83(1986)-  39 27 45.     (N)    095 15 00.     (W)     SCALED    
 KE0681* NAVD 88     -       303.04   (+/-2cm)     994.2    (feet)  VERTCON   
 KE0681  ___________________________________________________________________
 KE0681  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KE0681
 KE0681  VERT ORDER  -  ? (See Below)
 KE0681
 KE0681.The horizontal coordinates were scaled from a topographic map and have
 KE0681.an estimated accuracy of +/- 6 seconds.
 KE0681
 KE0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE0681.The vertical order pertains to the NGVD 29 superseded value.
 KE0681
 KE0681.The geoid height was determined by GEOID03.
 KE0681
 KE0681;                    North         East    Units  Estimated Accuracy
 KE0681;SPC KS N     -   128,950.      636,620.      MT  (+/- 180 meters Scaled)
 KE0681
 KE0681                          SUPERSEDED SURVEY CONTROL
 KE0681
 KE0681  NGVD 29 (??/??/92)  302.930  (m)          993.86   (f) ADJ UNCH    ?  
 KE0681
 KE0681.Superseded values are not recommended for survey control.
 KE0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0681.See file dsdata.txt to determine how the superseded data were derived.
 KE0681
 KE0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD064705(NAD 83)
 KE0681_MARKER: DD = SURVEY DISK
 KE0681_SETTING: 0 = UNSPECIFIED SETTING
 KE0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0681
 KE0681  HISTORY     - Date     Condition        Report By
 KE0681  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0681  HISTORY     - 1950     GOOD             NGS
 KE0681
 KE0681                          STATION DESCRIPTION
 KE0681
 KE0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0681'0.3 MI SW FROM CUMMINGS.
 KE0681'0.3 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0681'RAILWAY FROM THE STATION AT CUMMINGS, ATCHISON COUNTY, OPPOSITE
 KE0681'MILEPOST 11, AND 6 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 KE0681'THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY IN THE
 KE0681'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0695 ***********************************************************************
 HF0695  DESIGNATION -  11
 HF0695  PID         -  HF0695
 HF0695  STATE/COUNTY-  KS/COWLEY
 HF0695  USGS QUAD   -  AKRON (1965)
 HF0695
 HF0695                         *CURRENT SURVEY CONTROL
 HF0695  ___________________________________________________________________
 HF0695* NAD 83(1986)-  37 21 35.     (N)    097 01 10.     (W)     SCALED    
 HF0695* NAVD 88     -       354.131  (meters)    1161.84   (feet)  ADJUSTED  
 HF0695  ___________________________________________________________________
 HF0695  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0695  DYNAMIC HT  -         353.845 (meters)    1160.91  (feet)  COMP
 HF0695  MODELED GRAV-     979,813.4   (mgal)                       NAVD 88
 HF0695
 HF0695  VERT ORDER  -  SECOND    CLASS 0
 HF0695
 HF0695.The horizontal coordinates were scaled from a topographic map and have
 HF0695.an estimated accuracy of +/- 6 seconds.
 HF0695
 HF0695.The orthometric height was determined by differential leveling
 HF0695.and adjusted by the National Geodetic Survey in June 1991..
 HF0695
 HF0695.The geoid height was determined by GEOID03.
 HF0695
 HF0695.The dynamic height is computed by dividing the NAVD 88
 HF0695.geopotential number by the normal gravity value computed on the
 HF0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0695.degrees latitude (g = 980.6199 gals.).
 HF0695
 HF0695.The modeled gravity was interpolated from observed gravity values.
 HF0695
 HF0695;                    North         East    Units  Estimated Accuracy
 HF0695;SPC KS S     -   477,960.      531,160.      MT  (+/- 180 meters Scaled)
 HF0695
 HF0695                          SUPERSEDED SURVEY CONTROL
 HF0695
 HF0695  NGVD 29 (??/??/92)  354.001  (m)         1161.42   (f) ADJ UNCH    2 0
 HF0695
 HF0695.Superseded values are not recommended for survey control.
 HF0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0695.See file dsdata.txt to determine how the superseded data were derived.
 HF0695
 HF0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG753366(NAD 83)
 HF0695_MARKER: B = BOLT
 HF0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0695+STABILITY: SURFACE MOTION
 HF0695
 HF0695  HISTORY     - Date     Condition        Report By
 HF0695  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0695  HISTORY     - 1962     MARK NOT FOUND   NGS
 HF0695
 HF0695                          STATION DESCRIPTION
 HF0695
 HF0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0695'0.6 MI N FROM AKRON.
 HF0695'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0695'FROM AKRON, COWLEY COUNTY, NEAR MILEAGE 221.96, AND 50 FEET WEST
 HF0695'OF THE CENTERLINE OF THE TRACK.  AN IRON BOLT, SET IN THE TOP
 HF0695'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0587 ***********************************************************************
 HE0587  DESIGNATION -  11 B
 HE0587  PID         -  HE0587
 HE0587  STATE/COUNTY-  KS/WILSON
 HE0587  USGS QUAD   -  COYVILLE (1975)
 HE0587
 HE0587                         *CURRENT SURVEY CONTROL
 HE0587  ___________________________________________________________________
 HE0587* NAD 83(1986)-  37 43 04.     (N)    095 55 23.     (W)     SCALED    
 HE0587* NAVD 88     -       272.575  (meters)     894.27   (feet)  ADJUSTED  
 HE0587  ___________________________________________________________________
 HE0587  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HE0587  DYNAMIC HT  -         272.363 (meters)     893.58  (feet)  COMP
 HE0587  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 HE0587
 HE0587  VERT ORDER  -  FIRST     CLASS II
 HE0587
 HE0587.The horizontal coordinates were scaled from a topographic map and have
 HE0587.an estimated accuracy of +/- 6 seconds.
 HE0587
 HE0587.The orthometric height was determined by differential leveling
 HE0587.and adjusted by the National Geodetic Survey in June 1991..
 HE0587
 HE0587.The geoid height was determined by GEOID03.
 HE0587
 HE0587.The dynamic height is computed by dividing the NAVD 88
 HE0587.geopotential number by the normal gravity value computed on the
 HE0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0587.degrees latitude (g = 980.6199 gals.).
 HE0587
 HE0587.The modeled gravity was interpolated from observed gravity values.
 HE0587
 HE0587;                    North         East    Units  Estimated Accuracy
 HE0587;SPC KS S     -   519,800.      627,160.      MT  (+/- 180 meters Scaled)
 HE0587
 HE0587                          SUPERSEDED SURVEY CONTROL
 HE0587
 HE0587  NGVD 29 (??/??/92)  272.433  (m)          893.81   (f) ADJ UNCH    1 2
 HE0587
 HE0587.Superseded values are not recommended for survey control.
 HE0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0587.See file dsdata.txt to determine how the superseded data were derived.
 HE0587
 HE0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB423785(NAD 83)
 HE0587_MARKER: Z = SEE DESCRIPTION
 HE0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0587_SP_SET: CULVERT
 HE0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0587
 HE0587  HISTORY     - Date     Condition        Report By
 HE0587  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0587  HISTORY     - 1934     GOOD             NGS
 HE0587  HISTORY     - 1975     MARK NOT FOUND   USGS
 HE0587  HISTORY     - 1975     MARK NOT FOUND   USGS
 HE0587
 HE0587                          STATION DESCRIPTION
 HE0587
 HE0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0587'2.7 MI NW FROM COYVILLE.
 HE0587'2.7 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED
 HE0587'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT
 HE0587'COYVILLE, WILSON COUNTY, AT CAST IRON PIPE CULVERT 11 B, ON THE
 HE0587'TOP OF THE SOUTH CORNER OF THE SOUTHWEST CONCRETE HEADWALL,
 HE0587'AND 12 FEET SOUTHWEST OF THE OLD ROADBED.  NOTE-- THE CHARACTER
 HE0587'OF THIS MARK IS UNKNOWN.
 HE0587
 HE0587                          STATION RECOVERY (1975)
 HE0587
 HE0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0587'MARK NOT FOUND.
 HE0587
 HE0587                          STATION RECOVERY (1975)
 HE0587
 HE0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0718 ***********************************************************************
 JF0718  DESIGNATION -  11+00
 JF0718  PID         -  JF0718
 JF0718  STATE/COUNTY-  KS/MARION
 JF0718  USGS QUAD   -  MARION (1985)
 JF0718
 JF0718                         *CURRENT SURVEY CONTROL
 JF0718  ___________________________________________________________________
 JF0718* NAD 83(1986)-  38 21 08.     (N)    097 02 04.     (W)     SCALED    
 JF0718* NAVD 88     -       398.934  (meters)    1308.84   (feet)  ADJUSTED  
 JF0718  ___________________________________________________________________
 JF0718  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 JF0718  DYNAMIC HT  -         398.641 (meters)    1307.87  (feet)  COMP
 JF0718  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 JF0718
 JF0718  VERT ORDER  -  SECOND    CLASS 0
 JF0718
 JF0718.The horizontal coordinates were scaled from a topographic map and have
 JF0718.an estimated accuracy of +/- 6 seconds.
 JF0718
 JF0718.The orthometric height was determined by differential leveling
 JF0718.and adjusted by the National Geodetic Survey in June 1991..
 JF0718
 JF0718.The geoid height was determined by GEOID03.
 JF0718
 JF0718.The dynamic height is computed by dividing the NAVD 88
 JF0718.geopotential number by the normal gravity value computed on the
 JF0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0718.degrees latitude (g = 980.6199 gals.).
 JF0718
 JF0718.The modeled gravity was interpolated from observed gravity values.
 JF0718
 JF0718;                    North         East    Units  Estimated Accuracy
 JF0718;SPC KS S     -   588,080.      528,100.      MT  (+/- 180 meters Scaled)
 JF0718
 JF0718                          SUPERSEDED SURVEY CONTROL
 JF0718
 JF0718  NGVD 29 (??/??/92)  398.775  (m)         1308.31   (f) ADJ UNCH    2 0
 JF0718
 JF0718.Superseded values are not recommended for survey control.
 JF0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0718.See file dsdata.txt to determine how the superseded data were derived.
 JF0718
 JF0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH717467(NAD 83)
 JF0718_MARKER: B = BOLT
 JF0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0718+STABILITY: SURFACE MOTION
 JF0718
 JF0718  HISTORY     - Date     Condition        Report By
 JF0718  HISTORY     - UNK      MONUMENTED       CGS
 JF0718  HISTORY     - 1934     GOOD             NGS
 JF0718
 JF0718                          STATION DESCRIPTION
 JF0718
 JF0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0718'1.6 MI W FROM MARION.
 JF0718'1.6 MILES WEST BY RAIL, LOCATED ALONG THE R. OF W. OF THE
 JF0718'SANTA FE R.R. CO.  AT MILE POST 11, 48 FT. L OR SOUTH OF THE CENTER
 JF0718'LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0450 ***********************************************************************
 HE0450  DESIGNATION -  114
 HE0450  PID         -  HE0450
 HE0450  STATE/COUNTY-  KS/LABETTE
 HE0450  USGS QUAD   -  CHETOPA (1974)
 HE0450
 HE0450                         *CURRENT SURVEY CONTROL
 HE0450  ___________________________________________________________________
 HE0450* NAD 83(1986)-  37 06 59.     (N)    095 07 18.     (W)     SCALED    
 HE0450* NAVD 88     -       251.59   (+/-2cm)     825.4    (feet)  VERTCON   
 HE0450  ___________________________________________________________________
 HE0450  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HE0450
 HE0450  VERT ORDER  -  ? (See Below)
 HE0450
 HE0450.The horizontal coordinates were scaled from a topographic map and have
 HE0450.an estimated accuracy of +/- 6 seconds.
 HE0450
 HE0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0450.The vertical order pertains to the NGVD 29 superseded value.
 HE0450
 HE0450.The geoid height was determined by GEOID03.
 HE0450
 HE0450;                    North         East    Units  Estimated Accuracy
 HE0450;SPC KS S     -   455,350.      700,200.      MT  (+/- 180 meters Scaled)
 HE0450
 HE0450                          SUPERSEDED SURVEY CONTROL
 HE0450
 HE0450  NGVD 29 (??/??/92)  251.472  (m)          825.04   (f) ADJ UNCH    ?  
 HE0450
 HE0450.Superseded values are not recommended for survey control.
 HE0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0450.See file dsdata.txt to determine how the superseded data were derived.
 HE0450
 HE0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB114098(NAD 83)
 HE0450_MARKER: DD = SURVEY DISK
 HE0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0450_SP_SET: CULVERT
 HE0450_STAMPING: 114
 HE0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0450
 HE0450  HISTORY     - Date     Condition        Report By
 HE0450  HISTORY     - UNK      MONUMENTED       MKTRR
 HE0450  HISTORY     - 1936     GOOD             NGS
 HE0450  HISTORY     - 1939     GOOD             NGS
 HE0450
 HE0450                          STATION DESCRIPTION
 HE0450
 HE0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 HE0450'3.5 MI S FROM OSWEGO.
 HE0450'ABOUT 3.5 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0450'FROM THE STATION AT OSWEGO, LABETTE COUNTY, ABOUT 11 POLES SOUTH
 HE0450'OF SIGNAL TOWER 404.3, AT A CONCRETE CULVERT, AND IN THE TOP
 HE0450'OF THE SOUTH END OF THE WEST HEAD WALL.  A MISSOURI-KANSAS-TEXAS
 HE0450'RAILROAD STANDARD DISK, STAMPED 114.
 HE0450
 HE0450                          STATION RECOVERY (1939)
 HE0450
 HE0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 HE0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0218 ***********************************************************************
 JF0218  DESIGNATION -  114 A
 JF0218  PID         -  JF0218
 JF0218  STATE/COUNTY-  KS/LYON
 JF0218  USGS QUAD   -  EMPORIA (1979)
 JF0218
 JF0218                         *CURRENT SURVEY CONTROL
 JF0218  ___________________________________________________________________
 JF0218* NAD 83(1986)-  38 24 05.     (N)    096 13 45.     (W)     SCALED    
 JF0218* NAVD 88     -       339.895  (meters)    1115.14   (feet)  ADJUSTED  
 JF0218  ___________________________________________________________________
 JF0218  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 JF0218  DYNAMIC HT  -         339.649 (meters)    1114.33  (feet)  COMP
 JF0218  MODELED GRAV-     979,894.6   (mgal)                       NAVD 88
 JF0218
 JF0218  VERT ORDER  -  SECOND    CLASS 0
 JF0218
 JF0218.The horizontal coordinates were scaled from a topographic map and have
 JF0218.an estimated accuracy of +/- 6 seconds.
 JF0218
 JF0218.The orthometric height was determined by differential leveling
 JF0218.and adjusted by the National Geodetic Survey in June 1991..
 JF0218
 JF0218.The geoid height was determined by GEOID03.
 JF0218
 JF0218.The dynamic height is computed by dividing the NAVD 88
 JF0218.geopotential number by the normal gravity value computed on the
 JF0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0218.degrees latitude (g = 980.6199 gals.).
 JF0218
 JF0218.The modeled gravity was interpolated from observed gravity values.
 JF0218
 JF0218;                    North         East    Units  Estimated Accuracy
 JF0218;SPC KS S     -   594,950.      598,340.      MT  (+/- 180 meters Scaled)
 JF0218
 JF0218                          SUPERSEDED SURVEY CONTROL
 JF0218
 JF0218  NGVD 29 (??/??/92)  339.755  (m)         1114.68   (f) ADJ UNCH    2 0
 JF0218
 JF0218.Superseded values are not recommended for survey control.
 JF0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0218.See file dsdata.txt to determine how the superseded data were derived.
 JF0218
 JF0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH419539(NAD 83)
 JF0218_MARKER: Z = SEE DESCRIPTION
 JF0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0218_SP_SET: BRIDGE
 JF0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0218
 JF0218  HISTORY     - Date     Condition        Report By
 JF0218  HISTORY     - UNK      MONUMENTED       CGS
 JF0218  HISTORY     - 1934     GOOD             NGS
 JF0218
 JF0218                          STATION DESCRIPTION
 JF0218
 JF0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0218'1.2 MI W FROM EMPORIA.
 JF0218'1.2 MILES WEST BY RAIL, LOCATED ON THE R. OF W. OF THE SANTA FE
 JF0218'R.R. CO.  BENCH MARK IS THE TOP OF THE EAST END OF THE NORTH OR
 JF0218'RIGHT HEAD WALL OF BRIDGE NO. 114 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0452 ***********************************************************************
 HE0452  DESIGNATION -  115
 HE0452  PID         -  HE0452
 HE0452  STATE/COUNTY-  KS/LABETTE
 HE0452  USGS QUAD   -  LABETTE (1974)
 HE0452
 HE0452                         *CURRENT SURVEY CONTROL
 HE0452  ___________________________________________________________________
 HE0452* NAD 83(1986)-  37 07 59.     (N)    095 07 36.     (W)     SCALED    
 HE0452* NAVD 88     -       255.79   (+/-2cm)     839.2    (feet)  VERTCON   
 HE0452  ___________________________________________________________________
 HE0452  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 HE0452
 HE0452  VERT ORDER  -  ? (See Below)
 HE0452
 HE0452.The horizontal coordinates were scaled from a topographic map and have
 HE0452.an estimated accuracy of +/- 6 seconds.
 HE0452
 HE0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0452.The vertical order pertains to the NGVD 29 superseded value.
 HE0452
 HE0452.The geoid height was determined by GEOID03.
 HE0452
 HE0452;                    North         East    Units  Estimated Accuracy
 HE0452;SPC KS S     -   457,190.      699,690.      MT  (+/- 180 meters Scaled)
 HE0452
 HE0452                          SUPERSEDED SURVEY CONTROL
 HE0452
 HE0452  NGVD 29 (??/??/92)  255.674  (m)          838.82   (f) ADJ UNCH    ?  
 HE0452
 HE0452.Superseded values are not recommended for survey control.
 HE0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0452.See file dsdata.txt to determine how the superseded data were derived.
 HE0452
 HE0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB110117(NAD 83)
 HE0452_MARKER: DD = SURVEY DISK
 HE0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0452_SP_SET: BRIDGE
 HE0452_STAMPING: 115
 HE0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0452
 HE0452  HISTORY     - Date     Condition        Report By
 HE0452  HISTORY     - UNK      MONUMENTED       MKTRR
 HE0452  HISTORY     - 1936     GOOD             NGS
 HE0452
 HE0452                          STATION DESCRIPTION
 HE0452
 HE0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 HE0452'2.2 MI S FROM OSWEGO.
 HE0452'ABOUT 2.2 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0452'FROM THE STATION AT OSWEGO, LABETTE COUNTY, AT BRIDGE 403.3,
 HE0452'AND IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL.  A
 HE0452'MISSOURI-KANSAS-TEXAS RAILROAD STANDARD DISK, STAMPED 115.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0215 ***********************************************************************
 JF0215  DESIGNATION -  115 A
 JF0215  PID         -  JF0215
 JF0215  STATE/COUNTY-  KS/LYON
 JF0215  USGS QUAD   -  EMPORIA (1979)
 JF0215
 JF0215                         *CURRENT SURVEY CONTROL
 JF0215  ___________________________________________________________________
 JF0215* NAD 83(1986)-  38 24 06.     (N)    096 15 00.     (W)     SCALED    
 JF0215* NAVD 88     -       339.995  (meters)    1115.47   (feet)  ADJUSTED  
 JF0215  ___________________________________________________________________
 JF0215  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 JF0215  DYNAMIC HT  -         339.748 (meters)    1114.66  (feet)  COMP
 JF0215  MODELED GRAV-     979,895.5   (mgal)                       NAVD 88
 JF0215
 JF0215  VERT ORDER  -  SECOND    CLASS 0
 JF0215
 JF0215.The horizontal coordinates were scaled from a topographic map and have
 JF0215.an estimated accuracy of +/- 6 seconds.
 JF0215
 JF0215.The orthometric height was determined by differential leveling
 JF0215.and adjusted by the National Geodetic Survey in June 1991..
 JF0215
 JF0215.The geoid height was determined by GEOID03.
 JF0215
 JF0215.The dynamic height is computed by dividing the NAVD 88
 JF0215.geopotential number by the normal gravity value computed on the
 JF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0215.degrees latitude (g = 980.6199 gals.).
 JF0215
 JF0215.The modeled gravity was interpolated from observed gravity values.
 JF0215
 JF0215;                    North         East    Units  Estimated Accuracy
 JF0215;SPC KS S     -   594,930.      596,520.      MT  (+/- 180 meters Scaled)
 JF0215
 JF0215                          SUPERSEDED SURVEY CONTROL
 JF0215
 JF0215  NGVD 29 (??/??/92)  339.854  (m)         1115.00   (f) ADJ UNCH    2 0
 JF0215
 JF0215.Superseded values are not recommended for survey control.
 JF0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0215.See file dsdata.txt to determine how the superseded data were derived.
 JF0215
 JF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH401539(NAD 83)
 JF0215_MARKER: Q = CHISELED SQUARE
 JF0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0215_SP_SET: BRIDGE SEAT
 JF0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0215
 JF0215  HISTORY     - Date     Condition        Report By
 JF0215  HISTORY     - UNK      MONUMENTED       CGS
 JF0215  HISTORY     - 1934     GOOD             NGS
 JF0215
 JF0215                          STATION DESCRIPTION
 JF0215
 JF0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0215'2.3 MI W FROM EMPORIA.
 JF0215'2.3 MILES WEST BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0215'FE R.R. CO.  BENCH MARK IS ON THE NORTH OR RIGHT END OF THE EAST
 JF0215'BRIDGE SEAT OF BRIDGE NO. 115 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0717 ***********************************************************************
 JF0717  DESIGNATION -  11+5185
 JF0717  PID         -  JF0717
 JF0717  STATE/COUNTY-  KS/MARION
 JF0717  USGS QUAD   -  MARION (1985)
 JF0717
 JF0717                         *CURRENT SURVEY CONTROL
 JF0717  ___________________________________________________________________
 JF0717* NAD 83(1986)-  38 21 24.     (N)    097 03 07.     (W)     SCALED    
 JF0717* NAVD 88     -       401.601  (meters)    1317.59   (feet)  ADJUSTED  
 JF0717  ___________________________________________________________________
 JF0717  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 JF0717  DYNAMIC HT  -         401.305 (meters)    1316.61  (feet)  COMP
 JF0717  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 JF0717
 JF0717  VERT ORDER  -  SECOND    CLASS 0
 JF0717
 JF0717.The horizontal coordinates were scaled from a topographic map and have
 JF0717.an estimated accuracy of +/- 6 seconds.
 JF0717
 JF0717.The orthometric height was determined by differential leveling
 JF0717.and adjusted by the National Geodetic Survey in June 1991..
 JF0717
 JF0717.The geoid height was determined by GEOID03.
 JF0717
 JF0717.The dynamic height is computed by dividing the NAVD 88
 JF0717.geopotential number by the normal gravity value computed on the
 JF0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0717.degrees latitude (g = 980.6199 gals.).
 JF0717
 JF0717.The modeled gravity was interpolated from observed gravity values.
 JF0717
 JF0717;                    North         East    Units  Estimated Accuracy
 JF0717;SPC KS S     -   588,550.      526,560.      MT  (+/- 180 meters Scaled)
 JF0717
 JF0717                          SUPERSEDED SURVEY CONTROL
 JF0717
 JF0717  NGVD 29 (??/??/92)  401.441  (m)         1317.06   (f) ADJ UNCH    2 0
 JF0717
 JF0717.Superseded values are not recommended for survey control.
 JF0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0717.See file dsdata.txt to determine how the superseded data were derived.
 JF0717
 JF0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH702471(NAD 83)
 JF0717_MARKER: B = BOLT
 JF0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0717+STABILITY: SURFACE MOTION
 JF0717
 JF0717  HISTORY     - Date     Condition        Report By
 JF0717  HISTORY     - UNK      MONUMENTED       CGS
 JF0717  HISTORY     - 1934     GOOD             NGS
 JF0717
 JF0717                          STATION DESCRIPTION
 JF0717
 JF0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0717'2.6 MI W FROM MARION.
 JF0717'2.6 MILES WEST BY RAIL, LOCATED ALONG THE R. OF W. OF THE
 JF0717'SANTA FE R.R. CO.  95 FT. EAST OF MILE POST 12.  49 FT. L.
 JF0717'OR SOUTH OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0213 ***********************************************************************
 JF0213  DESIGNATION -  116 A
 JF0213  PID         -  JF0213
 JF0213  STATE/COUNTY-  KS/LYON
 JF0213  USGS QUAD   -  PLYMOUTH (1989)
 JF0213
 JF0213                         *CURRENT SURVEY CONTROL
 JF0213  ___________________________________________________________________
 JF0213* NAD 83(1986)-  38 24 09.     (N)    096 16 10.     (W)     SCALED    
 JF0213* NAVD 88     -       342.066  (meters)    1122.26   (feet)  ADJUSTED  
 JF0213  ___________________________________________________________________
 JF0213  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 JF0213  DYNAMIC HT  -         341.818 (meters)    1121.45  (feet)  COMP
 JF0213  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 JF0213
 JF0213  VERT ORDER  -  SECOND    CLASS 0
 JF0213
 JF0213.The horizontal coordinates were scaled from a topographic map and have
 JF0213.an estimated accuracy of +/- 6 seconds.
 JF0213
 JF0213.The orthometric height was determined by differential leveling
 JF0213.and adjusted by the National Geodetic Survey in June 1991..
 JF0213
 JF0213.The geoid height was determined by GEOID03.
 JF0213
 JF0213.The dynamic height is computed by dividing the NAVD 88
 JF0213.geopotential number by the normal gravity value computed on the
 JF0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0213.degrees latitude (g = 980.6199 gals.).
 JF0213
 JF0213.The modeled gravity was interpolated from observed gravity values.
 JF0213
 JF0213;                    North         East    Units  Estimated Accuracy
 JF0213;SPC KS S     -   594,990.      594,820.      MT  (+/- 180 meters Scaled)
 JF0213
 JF0213                          SUPERSEDED SURVEY CONTROL
 JF0213
 JF0213  NGVD 29 (??/??/92)  341.925  (m)         1121.80   (f) ADJ UNCH    2 0
 JF0213
 JF0213.Superseded values are not recommended for survey control.
 JF0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0213.See file dsdata.txt to determine how the superseded data were derived.
 JF0213
 JF0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH384540(NAD 83)
 JF0213_MARKER: Q = CHISELED SQUARE
 JF0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0213_SP_SET: BRIDGE SEAT
 JF0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0213
 JF0213  HISTORY     - Date     Condition        Report By
 JF0213  HISTORY     - UNK      MONUMENTED       CGS
 JF0213  HISTORY     - 1934     GOOD             NGS
 JF0213
 JF0213                          STATION DESCRIPTION
 JF0213
 JF0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0213'3.4 MI W FROM EMPORIA.
 JF0213'3.4 MILES WEST BY RAIL, LOCATED ON THE R. OF W. OF THE SANTA
 JF0213'FE R.R. CO.  BENCH MARK IS THE NORTH OR RIGHT END OF THE EAST
 JF0213'BRIDGE SEAT OF BRIDGE NO. 116 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0211 ***********************************************************************
 JF0211  DESIGNATION -  117 A
 JF0211  PID         -  JF0211
 JF0211  STATE/COUNTY-  KS/LYON
 JF0211  USGS QUAD   -  PLYMOUTH (1989)
 JF0211
 JF0211                         *CURRENT SURVEY CONTROL
 JF0211  ___________________________________________________________________
 JF0211* NAD 83(1986)-  38 24 13.     (N)    096 16 48.     (W)     SCALED    
 JF0211* NAVD 88     -       343.720  (meters)    1127.69   (feet)  ADJUSTED  
 JF0211  ___________________________________________________________________
 JF0211  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 JF0211  DYNAMIC HT  -         343.472 (meters)    1126.87  (feet)  COMP
 JF0211  MODELED GRAV-     979,896.8   (mgal)                       NAVD 88
 JF0211
 JF0211  VERT ORDER  -  SECOND    CLASS 0
 JF0211
 JF0211.The horizontal coordinates were scaled from a topographic map and have
 JF0211.an estimated accuracy of +/- 6 seconds.
 JF0211
 JF0211.The orthometric height was determined by differential leveling
 JF0211.and adjusted by the National Geodetic Survey in June 1991..
 JF0211
 JF0211.The geoid height was determined by GEOID03.
 JF0211
 JF0211.The dynamic height is computed by dividing the NAVD 88
 JF0211.geopotential number by the normal gravity value computed on the
 JF0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0211.degrees latitude (g = 980.6199 gals.).
 JF0211
 JF0211.The modeled gravity was interpolated from observed gravity values.
 JF0211
 JF0211;                    North         East    Units  Estimated Accuracy
 JF0211;SPC KS S     -   595,090.      593,890.      MT  (+/- 180 meters Scaled)
 JF0211
 JF0211                          SUPERSEDED SURVEY CONTROL
 JF0211
 JF0211  NGVD 29 (??/??/92)  343.579  (m)         1127.23   (f) ADJ UNCH    2 0
 JF0211
 JF0211.Superseded values are not recommended for survey control.
 JF0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0211.See file dsdata.txt to determine how the superseded data were derived.
 JF0211
 JF0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH375541(NAD 83)
 JF0211_MARKER: B = BOLT
 JF0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0211_SP_SET: BRIDGE WALL
 JF0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0211
 JF0211  HISTORY     - Date     Condition        Report By
 JF0211  HISTORY     - UNK      MONUMENTED       CGS
 JF0211  HISTORY     - 1934     GOOD             NGS
 JF0211
 JF0211                          STATION DESCRIPTION
 JF0211
 JF0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0211'4 MI W FROM EMPORIA.
 JF0211'4 MILES WEST BY RAIL.  LOCATED ON THE R. OF W. OF THE SANTA FE
 JF0211'R.R. CO.  BENCH MARK IS ON TOP OF THE EAST PARAPET WALL NORTH
 JF0211'END, BRIDGE NO. 117 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0209 ***********************************************************************
 JF0209  DESIGNATION -  118 A
 JF0209  PID         -  JF0209
 JF0209  STATE/COUNTY-  KS/LYON
 JF0209  USGS QUAD   -  PLYMOUTH (1989)
 JF0209
 JF0209                         *CURRENT SURVEY CONTROL
 JF0209  ___________________________________________________________________
 JF0209* NAD 83(1986)-  38 24 14.     (N)    096 17 45.     (W)     SCALED    
 JF0209* NAVD 88     -       342.393  (meters)    1123.33   (feet)  ADJUSTED  
 JF0209  ___________________________________________________________________
 JF0209  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JF0209  DYNAMIC HT  -         342.146 (meters)    1122.52  (feet)  COMP
 JF0209  MODELED GRAV-     979,897.4   (mgal)                       NAVD 88
 JF0209
 JF0209  VERT ORDER  -  SECOND    CLASS 0
 JF0209
 JF0209.The horizontal coordinates were scaled from a topographic map and have
 JF0209.an estimated accuracy of +/- 6 seconds.
 JF0209
 JF0209.The orthometric height was determined by differential leveling
 JF0209.and adjusted by the National Geodetic Survey in June 1991..
 JF0209
 JF0209.The geoid height was determined by GEOID03.
 JF0209
 JF0209.The dynamic height is computed by dividing the NAVD 88
 JF0209.geopotential number by the normal gravity value computed on the
 JF0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0209.degrees latitude (g = 980.6199 gals.).
 JF0209
 JF0209.The modeled gravity was interpolated from observed gravity values.
 JF0209
 JF0209;                    North         East    Units  Estimated Accuracy
 JF0209;SPC KS S     -   595,090.      592,510.      MT  (+/- 180 meters Scaled)
 JF0209
 JF0209                          SUPERSEDED SURVEY CONTROL
 JF0209
 JF0209  NGVD 29 (??/??/92)  342.253  (m)         1122.88   (f) ADJ UNCH    2 0
 JF0209
 JF0209.Superseded values are not recommended for survey control.
 JF0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0209.See file dsdata.txt to determine how the superseded data were derived.
 JF0209
 JF0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH361540(NAD 83)
 JF0209_MARKER: Q = CHISELED SQUARE
 JF0209_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0209_SP_SET: BRIDGE SEAT
 JF0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0209
 JF0209  HISTORY     - Date     Condition        Report By
 JF0209  HISTORY     - UNK      MONUMENTED       CGS
 JF0209  HISTORY     - 1934     GOOD             NGS
 JF0209
 JF0209                          STATION DESCRIPTION
 JF0209
 JF0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0209'4.8 MI W FROM EMPORIA.
 JF0209'4.8 MILES WEST BY RAIL.  LOCATED ON THE R. OF W. OF THE SANTA
 JF0209'FE R.R. CO.  BENCH MARK IS ON THE NORTH OR RIGHT END OF EAST
 JF0209'BRIDGE SEAT BRIDGE NO. 118 A
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0996 ***********************************************************************
 KE0996  DESIGNATION -  1187+37
 KE0996  PID         -  KE0996
 KE0996  STATE/COUNTY-  KS/ATCHISON
 KE0996  USGS QUAD   -  WHITING (1961)
 KE0996
 KE0996                         *CURRENT SURVEY CONTROL
 KE0996  ___________________________________________________________________
 KE0996* NAD 83(1986)-  39 32 58.     (N)    095 30 56.     (W)     SCALED    
 KE0996* NAVD 88     -       293.799  (meters)     963.91   (feet)  ADJUSTED  
 KE0996  ___________________________________________________________________
 KE0996  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KE0996  DYNAMIC HT  -         293.617 (meters)     963.31  (feet)  COMP
 KE0996  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 KE0996
 KE0996  VERT ORDER  -  SECOND    CLASS 0
 KE0996
 KE0996.The horizontal coordinates were scaled from a topographic map and have
 KE0996.an estimated accuracy of +/- 6 seconds.
 KE0996
 KE0996.The orthometric height was determined by differential leveling
 KE0996.and adjusted by the National Geodetic Survey in June 1991..
 KE0996
 KE0996.The geoid height was determined by GEOID03.
 KE0996
 KE0996.The dynamic height is computed by dividing the NAVD 88
 KE0996.geopotential number by the normal gravity value computed on the
 KE0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0996.degrees latitude (g = 980.6199 gals.).
 KE0996
 KE0996.The modeled gravity was interpolated from observed gravity values.
 KE0996
 KE0996;                    North         East    Units  Estimated Accuracy
 KE0996;SPC KS N     -   137,930.      613,510.      MT  (+/- 180 meters Scaled)
 KE0996
 KE0996                          SUPERSEDED SURVEY CONTROL
 KE0996
 KE0996  NGVD 29 (??/??/92)  293.694  (m)          963.56   (f) ADJ UNCH    2 0
 KE0996
 KE0996.Superseded values are not recommended for survey control.
 KE0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0996.See file dsdata.txt to determine how the superseded data were derived.
 KE0996
 KE0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD838807(NAD 83)
 KE0996_MARKER: DD = SURVEY DISK
 KE0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0996_STAMPING: MP 355 1187+37
 KE0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0996+STABILITY: SURFACE MOTION
 KE0996
 KE0996  HISTORY     - Date     Condition        Report By
 KE0996  HISTORY     - UNK      MONUMENTED       MPRR
 KE0996  HISTORY     - 1950     GOOD             NGS
 KE0996
 KE0996                          STATION DESCRIPTION
 KE0996
 KE0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0996'6.5 MI E FROM WHITING.
 KE0996'IN ATCHISON COUNTY, 6.5 MILES EAST ALONG THE MISSOURI PACIFIC
 KE0996'RAILROAD FROM THE STATION AT WHITING, JACKSON COUNTY, AT THE EAST
 KE0996'EDGE OF THE VILLAGE OF MUSCOTAH, AT MILEPOST 355, WEST OF A ROAD
 KE0996'CROSSING, AND 6 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 KE0996'MISSOURI PACIFIC RAILROAD STANDARD METAL DISK, STAMPED MP 355
 KE0996'1187+37 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0684 ***********************************************************************
 KE0684  DESIGNATION -  12
 KE0684  PID         -  KE0684
 KE0684  STATE/COUNTY-  KS/ATCHISON
 KE0684  USGS QUAD   -  NORTONVILLE (1979)
 KE0684
 KE0684                         *CURRENT SURVEY CONTROL
 KE0684  ___________________________________________________________________
 KE0684* NAD 83(1986)-  39 27 28.     (N)    095 15 56.     (W)     SCALED    
 KE0684* NAVD 88     -       308.14   (+/-2cm)    1011.0    (feet)  VERTCON   
 KE0684  ___________________________________________________________________
 KE0684  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KE0684
 KE0684  VERT ORDER  -  ? (See Below)
 KE0684
 KE0684.The horizontal coordinates were scaled from a topographic map and have
 KE0684.an estimated accuracy of +/- 6 seconds.
 KE0684
 KE0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE0684.The vertical order pertains to the NGVD 29 superseded value.
 KE0684
 KE0684.The geoid height was determined by GEOID03.
 KE0684
 KE0684;                    North         East    Units  Estimated Accuracy
 KE0684;SPC KS N     -   128,380.      635,300.      MT  (+/- 180 meters Scaled)
 KE0684
 KE0684                          SUPERSEDED SURVEY CONTROL
 KE0684
 KE0684  NGVD 29 (??/??/92)  308.027  (m)         1010.59   (f) ADJ UNCH    ?  
 KE0684
 KE0684.Superseded values are not recommended for survey control.
 KE0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0684.See file dsdata.txt to determine how the superseded data were derived.
 KE0684
 KE0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD050700(NAD 83)
 KE0684_MARKER: DB = BENCH MARK DISK
 KE0684_SETTING: 0 = UNSPECIFIED SETTING
 KE0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0684
 KE0684  HISTORY     - Date     Condition        Report By
 KE0684  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0684  HISTORY     - 1950     GOOD             NGS
 KE0684
 KE0684                          STATION DESCRIPTION
 KE0684
 KE0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0684'1.3 MI SW FROM CUMMINGS.
 KE0684'1.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0684'RAILWAY FROM THE STATION AT CUMMINGS, ATCHISON COUNTY, OPPOSITE
 KE0684'MILEPOST 12, AND 6 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 KE0684'THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY IN THE
 KE0684'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0697 ***********************************************************************
 HF0697  DESIGNATION -  12
 HF0697  PID         -  HF0697
 HF0697  STATE/COUNTY-  KS/COWLEY
 HF0697  USGS QUAD   -  AKRON (1965)
 HF0697
 HF0697                         *CURRENT SURVEY CONTROL
 HF0697  ___________________________________________________________________
 HF0697* NAD 83(1986)-  37 20 37.     (N)    097 01 18.     (W)     SCALED    
 HF0697* NAVD 88     -       348.334  (meters)    1142.83   (feet)  ADJUSTED  
 HF0697  ___________________________________________________________________
 HF0697  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0697  DYNAMIC HT  -         348.052 (meters)    1141.90  (feet)  COMP
 HF0697  MODELED GRAV-     979,811.7   (mgal)                       NAVD 88
 HF0697
 HF0697  VERT ORDER  -  SECOND    CLASS 0
 HF0697
 HF0697.The horizontal coordinates were scaled from a topographic map and have
 HF0697.an estimated accuracy of +/- 6 seconds.
 HF0697
 HF0697.The orthometric height was determined by differential leveling
 HF0697.and adjusted by the National Geodetic Survey in June 1991..
 HF0697
 HF0697.The geoid height was determined by GEOID03.
 HF0697
 HF0697.The dynamic height is computed by dividing the NAVD 88
 HF0697.geopotential number by the normal gravity value computed on the
 HF0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0697.degrees latitude (g = 980.6199 gals.).
 HF0697
 HF0697.The modeled gravity was interpolated from observed gravity values.
 HF0697
 HF0697;                    North         East    Units  Estimated Accuracy
 HF0697;SPC KS S     -   476,170.      530,990.      MT  (+/- 180 meters Scaled)
 HF0697
 HF0697                          SUPERSEDED SURVEY CONTROL
 HF0697
 HF0697  NGVD 29 (??/??/92)  348.204  (m)         1142.40   (f) ADJ UNCH    2 0
 HF0697
 HF0697.Superseded values are not recommended for survey control.
 HF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0697.See file dsdata.txt to determine how the superseded data were derived.
 HF0697
 HF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG752348(NAD 83)
 HF0697_MARKER: B = BOLT
 HF0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0697+STABILITY: SURFACE MOTION
 HF0697
 HF0697  HISTORY     - Date     Condition        Report By
 HF0697  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0697  HISTORY     - 1962     MARK NOT FOUND   NGS
 HF0697
 HF0697                          STATION DESCRIPTION
 HF0697
 HF0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0697'0.5 MI S FROM AKRON.
 HF0697'0.5 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0697'FROM AKRON, COWLEY COUNTY, AT MILEPOST 223, AND 50 FEET WEST OF
 HF0697'THE CENTERLINE OF THE TRACK.  AN IRON BOLT, SET IN THE TOP OF A
 HF0697'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0150 ***********************************************************************
 JF0150  DESIGNATION -  1200.8
 JF0150  PID         -  JF0150
 JF0150  STATE/COUNTY-  KS/LYON
 JF0150  USGS QUAD   -  OLPE (1973)
 JF0150
 JF0150                         *CURRENT SURVEY CONTROL
 JF0150  ___________________________________________________________________
 JF0150* NAD 83(1986)-  38 15 42.     (N)    096 10 15.     (W)     SCALED    
 JF0150* NAVD 88     -       366.227  (meters)    1201.53   (feet)  ADJUSTED  
 JF0150  ___________________________________________________________________
 JF0150  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JF0150  DYNAMIC HT  -         365.957 (meters)    1200.64  (feet)  COMP
 JF0150  MODELED GRAV-     979,881.3   (mgal)                       NAVD 88
 JF0150
 JF0150  VERT ORDER  -  FIRST     CLASS II
 JF0150
 JF0150.The horizontal coordinates were scaled from a topographic map and have
 JF0150.an estimated accuracy of +/- 6 seconds.
 JF0150
 JF0150.The orthometric height was determined by differential leveling
 JF0150.and adjusted by the National Geodetic Survey in June 1991..
 JF0150
 JF0150.The geoid height was determined by GEOID03.
 JF0150
 JF0150.The dynamic height is computed by dividing the NAVD 88
 JF0150.geopotential number by the normal gravity value computed on the
 JF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0150.degrees latitude (g = 980.6199 gals.).
 JF0150
 JF0150.The modeled gravity was interpolated from observed gravity values.
 JF0150
 JF0150;                    North         East    Units  Estimated Accuracy
 JF0150;SPC KS S     -   579,570.      603,820.      MT  (+/- 180 meters Scaled)
 JF0150
 JF0150                          SUPERSEDED SURVEY CONTROL
 JF0150
 JF0150  NGVD 29 (??/??/92)  366.077  (m)         1201.04   (f) ADJ UNCH    1 2
 JF0150
 JF0150.Superseded values are not recommended for survey control.
 JF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0150.See file dsdata.txt to determine how the superseded data were derived.
 JF0150
 JF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH475386(NAD 83)
 JF0150_MARKER: B = BOLT
 JF0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0150+STABILITY: SURFACE MOTION
 JF0150
 JF0150  HISTORY     - Date     Condition        Report By
 JF0150  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0150  HISTORY     - 1951     MARK NOT FOUND   NGS
 JF0150  HISTORY     - 1972     MARK NOT FOUND   USGS
 JF0150  HISTORY     - 1976     MARK NOT FOUND   NGS
 JF0150
 JF0150                          STATION DESCRIPTION
 JF0150
 JF0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JF0150'AT OLPE.
 JF0150'AT OLPE, LYON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 JF0150'RAILWAY, 695 FEET NORTHWEST OF THE STATION, 48.3 FEET NORTHEAST
 JF0150'OF THE CENTERLINE OF THE MAIN TRACK, AND 11 FEET SOUTHWEST OF
 JF0150'THE SOUTHWEST CORNER OF THE MEXICAN BUNKHOUSE.  AN IRON BOLT,
 JF0150'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 JF0150
 JF0150                          STATION RECOVERY (1972)
 JF0150
 JF0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JF0150'MARK NOT FOUND.
 JF0150
 JF0150                          STATION RECOVERY (1976)
 JF0150
 JF0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0303 ***********************************************************************
 JF0303  DESIGNATION -  120950
 JF0303  PID         -  JF0303
 JF0303  STATE/COUNTY-  KS/CHASE
 JF0303  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF0303
 JF0303                         *CURRENT SURVEY CONTROL
 JF0303  ___________________________________________________________________
 JF0303* NAD 83(1986)-  38 22 15.     (N)    096 32 32.     (W)     SCALED    
 JF0303* NAVD 88     -       369.290  (meters)    1211.58   (feet)  ADJUSTED  
 JF0303  ___________________________________________________________________
 JF0303  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 JF0303  DYNAMIC HT  -         369.022 (meters)    1210.70  (feet)  COMP
 JF0303  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 JF0303
 JF0303  VERT ORDER  -  SECOND    CLASS 0
 JF0303
 JF0303.The horizontal coordinates were scaled from a topographic map and have
 JF0303.an estimated accuracy of +/- 6 seconds.
 JF0303
 JF0303.The orthometric height was determined by differential leveling
 JF0303.and adjusted by the National Geodetic Survey in June 1991..
 JF0303
 JF0303.The geoid height was determined by GEOID03.
 JF0303
 JF0303.The dynamic height is computed by dividing the NAVD 88
 JF0303.geopotential number by the normal gravity value computed on the
 JF0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0303.degrees latitude (g = 980.6199 gals.).
 JF0303
 JF0303.The modeled gravity was interpolated from observed gravity values.
 JF0303
 JF0303;                    North         East    Units  Estimated Accuracy
 JF0303;SPC KS S     -   590,940.      571,070.      MT  (+/- 180 meters Scaled)
 JF0303
 JF0303                          SUPERSEDED SURVEY CONTROL
 JF0303
 JF0303  NGVD 29 (??/??/92)  369.155  (m)         1211.14   (f) ADJ UNCH    2 0
 JF0303
 JF0303.Superseded values are not recommended for survey control.
 JF0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0303.See file dsdata.txt to determine how the superseded data were derived.
 JF0303
 JF0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH147498(NAD 83)
 JF0303_MARKER: P = PIPE CAP
 JF0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JF0303_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JF0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0303
 JF0303  HISTORY     - Date     Condition        Report By
 JF0303  HISTORY     - UNK      MONUMENTED       CGS
 JF0303  HISTORY     - 1934     GOOD             NGS
 JF0303  HISTORY     - 1956     MARK NOT FOUND   LOCENG
 JF0303
 JF0303                          STATION DESCRIPTION
 JF0303
 JF0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0303'IN COTTONWOOD FALLS.
 JF0303'IN COTTONWOOD FALLS AT THE CHASE COUNTY COURTHOUSE 6 FEET EAST
 JF0303'OF EAST ENTRANCE TO THE LOWER PART OF THE BUILDING THE TOP OF THE
 JF0303'CAP OF AN IRON PIPE ABOUT 6 IN ABOVE THE GROUND.
 JF0303
 JF0303                          STATION RECOVERY (1956)
 JF0303
 JF0303'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 JF0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0207 ***********************************************************************
 JF0207  DESIGNATION -  121 2
 JF0207  PID         -  JF0207
 JF0207  STATE/COUNTY-  KS/LYON
 JF0207  USGS QUAD   -  PLYMOUTH (1989)
 JF0207
 JF0207                         *CURRENT SURVEY CONTROL
 JF0207  ___________________________________________________________________
 JF0207* NAD 83(1986)-  38 24 20.     (N)    096 21 17.     (W)     SCALED    
 JF0207* NAVD 88     -       349.06   (+/-2cm)    1145.2    (feet)  VERTCON   
 JF0207  ___________________________________________________________________
 JF0207  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 JF0207
 JF0207  VERT ORDER  -  ? (See Below)
 JF0207
 JF0207.The horizontal coordinates were scaled from a topographic map and have
 JF0207.an estimated accuracy of +/- 6 seconds.
 JF0207
 JF0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF0207.The vertical order pertains to the NGVD 29 superseded value.
 JF0207
 JF0207.The geoid height was determined by GEOID03.
 JF0207
 JF0207;                    North         East    Units  Estimated Accuracy
 JF0207;SPC KS S     -   595,150.      587,360.      MT  (+/- 180 meters Scaled)
 JF0207
 JF0207                          SUPERSEDED SURVEY CONTROL
 JF0207
 JF0207  NGVD 29 (??/??/92)  348.918  (m)         1144.74   (f) ADJ UNCH    ?  
 JF0207
 JF0207.Superseded values are not recommended for survey control.
 JF0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0207.See file dsdata.txt to determine how the superseded data were derived.
 JF0207
 JF0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH309541(NAD 83)
 JF0207_MARKER: Z = SEE DESCRIPTION
 JF0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0207_SP_SET: SIGNAL FOUNDATION
 JF0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0207
 JF0207  HISTORY     - Date     Condition        Report By
 JF0207  HISTORY     - UNK      MONUMENTED       CGS
 JF0207  HISTORY     - 1934     GOOD             NGS
 JF0207  HISTORY     - 1968     GOOD             NGS
 JF0207
 JF0207                          STATION DESCRIPTION
 JF0207
 JF0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0207'2.4 MI E FROM SAFFORDVILLE.
 JF0207'2.4 MILES EAST BY RAIL.  LOCATED ON THE R. OF W. OF THE SANTA
 JF0207'FE R.R. CO.  BENCH MARK IS THE N.E. CORNER OF CONCRETE FOUNDATION OF
 JF0207'SIGNAL NO. 121-2 ON THE LEFT OR SOUTH SIDE OF TRACK.
 JF0207
 JF0207                          STATION RECOVERY (1968)
 JF0207
 JF0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0205 ***********************************************************************
 JF0205  DESIGNATION -  122 A
 JF0205  PID         -  JF0205
 JF0205  STATE/COUNTY-  KS/CHASE
 JF0205  USGS QUAD   -  PLYMOUTH (1989)
 JF0205
 JF0205                         *CURRENT SURVEY CONTROL
 JF0205  ___________________________________________________________________
 JF0205* NAD 83(1986)-  38 24 21.     (N)    096 22 08.     (W)     SCALED    
 JF0205* NAVD 88     -       348.484  (meters)    1143.32   (feet)  ADJUSTED  
 JF0205  ___________________________________________________________________
 JF0205  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 JF0205  DYNAMIC HT  -         348.227 (meters)    1142.47  (feet)  COMP
 JF0205  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 JF0205
 JF0205  VERT ORDER  -  SECOND    CLASS 0
 JF0205
 JF0205.The horizontal coordinates were scaled from a topographic map and have
 JF0205.an estimated accuracy of +/- 6 seconds.
 JF0205
 JF0205.The orthometric height was determined by differential leveling
 JF0205.and adjusted by the National Geodetic Survey in June 1991..
 JF0205
 JF0205.The geoid height was determined by GEOID03.
 JF0205
 JF0205.The dynamic height is computed by dividing the NAVD 88
 JF0205.geopotential number by the normal gravity value computed on the
 JF0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0205.degrees latitude (g = 980.6199 gals.).
 JF0205
 JF0205.The modeled gravity was interpolated from observed gravity values.
 JF0205
 JF0205;                    North         East    Units  Estimated Accuracy
 JF0205;SPC KS S     -   595,150.      586,120.      MT  (+/- 180 meters Scaled)
 JF0205
 JF0205                          SUPERSEDED SURVEY CONTROL
 JF0205
 JF0205  NGVD 29 (??/??/92)  348.335  (m)         1142.83   (f) ADJ UNCH    2 0
 JF0205
 JF0205.Superseded values are not recommended for survey control.
 JF0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0205.See file dsdata.txt to determine how the superseded data were derived.
 JF0205
 JF0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH297541(NAD 83)
 JF0205_MARKER: B = BOLT
 JF0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0205_SP_SET: BRIDGE
 JF0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0205
 JF0205  HISTORY     - Date     Condition        Report By
 JF0205  HISTORY     - UNK      MONUMENTED       CGS
 JF0205  HISTORY     - 1934     GOOD             NGS
 JF0205
 JF0205                          STATION DESCRIPTION
 JF0205
 JF0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0205'1.6 MI E FROM SAFFORDVILLE.
 JF0205'1.6 MILES EAST BY RAIL, ALONG RIGHT-OF-WAY SANTA FE R. R. CO.,
 JF0205'199 FT. WEST OF MILE POST 122+00, EAST END OF NORTH HEAD WALL BRIDGE
 JF0205'122-A
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0204 ***********************************************************************
 JF0204  DESIGNATION -  122 D
 JF0204  PID         -  JF0204
 JF0204  STATE/COUNTY-  KS/CHASE
 JF0204  USGS QUAD   -  SAFFORDVILLE (1989)
 JF0204
 JF0204                         *CURRENT SURVEY CONTROL
 JF0204  ___________________________________________________________________
 JF0204* NAD 83(1986)-  38 24 18.     (N)    096 23 06.     (W)     SCALED    
 JF0204* NAVD 88     -       349.353  (meters)    1146.17   (feet)  ADJUSTED  
 JF0204  ___________________________________________________________________
 JF0204  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JF0204  DYNAMIC HT  -         349.091 (meters)    1145.31  (feet)  COMP
 JF0204  MODELED GRAV-     979,871.2   (mgal)                       NAVD 88
 JF0204
 JF0204  VERT ORDER  -  SECOND    CLASS 0
 JF0204
 JF0204.The horizontal coordinates were scaled from a topographic map and have
 JF0204.an estimated accuracy of +/- 6 seconds.
 JF0204
 JF0204.The orthometric height was determined by differential leveling
 JF0204.and adjusted by the National Geodetic Survey in June 1991..
 JF0204
 JF0204.The geoid height was determined by GEOID03.
 JF0204
 JF0204.The dynamic height is computed by dividing the NAVD 88
 JF0204.geopotential number by the normal gravity value computed on the
 JF0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0204.degrees latitude (g = 980.6199 gals.).
 JF0204
 JF0204.The modeled gravity was interpolated from observed gravity values.
 JF0204
 JF0204;                    North         East    Units  Estimated Accuracy
 JF0204;SPC KS S     -   595,030.      584,720.      MT  (+/- 180 meters Scaled)
 JF0204
 JF0204                          SUPERSEDED SURVEY CONTROL
 JF0204
 JF0204  NGVD 29 (??/??/92)  349.200  (m)         1145.67   (f) ADJ UNCH    2 0
 JF0204
 JF0204.Superseded values are not recommended for survey control.
 JF0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0204.See file dsdata.txt to determine how the superseded data were derived.
 JF0204
 JF0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH283539(NAD 83)
 JF0204_MARKER: B = BOLT
 JF0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0204_SP_SET: ABUTMENT
 JF0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0204
 JF0204  HISTORY     - Date     Condition        Report By
 JF0204  HISTORY     - UNK      MONUMENTED       CGS
 JF0204  HISTORY     - 1934     GOOD             NGS
 JF0204
 JF0204                          STATION DESCRIPTION
 JF0204
 JF0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0204'0.8 MI E FROM SAFFORDVILLE.
 JF0204'0.8 MILES EAST BY RAIL, 4901 FT. WEST OF MILE POST 122+00, IN
 JF0204'NORTH END OF EAST ABUTMENT BRIDGE 122-D
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0200 ***********************************************************************
 JF0200  DESIGNATION -  124 C
 JF0200  PID         -  JF0200
 JF0200  STATE/COUNTY-  KS/CHASE
 JF0200  USGS QUAD   -  SAFFORDVILLE (1989)
 JF0200
 JF0200                         *CURRENT SURVEY CONTROL
 JF0200  ___________________________________________________________________
 JF0200* NAD 83(1986)-  38 23 44.     (N)    096 25 13.     (W)     SCALED    
 JF0200* NAVD 88     -       352.620  (meters)    1156.89   (feet)  ADJUSTED  
 JF0200  ___________________________________________________________________
 JF0200  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JF0200  DYNAMIC HT  -         352.366 (meters)    1156.05  (feet)  COMP
 JF0200  MODELED GRAV-     979,898.3   (mgal)                       NAVD 88
 JF0200
 JF0200  VERT ORDER  -  SECOND    CLASS 0
 JF0200
 JF0200.The horizontal coordinates were scaled from a topographic map and have
 JF0200.an estimated accuracy of +/- 6 seconds.
 JF0200
 JF0200.The orthometric height was determined by differential leveling
 JF0200.and adjusted by the National Geodetic Survey in June 1991..
 JF0200
 JF0200.The geoid height was determined by GEOID03.
 JF0200
 JF0200.The dynamic height is computed by dividing the NAVD 88
 JF0200.geopotential number by the normal gravity value computed on the
 JF0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0200.degrees latitude (g = 980.6199 gals.).
 JF0200
 JF0200.The modeled gravity was interpolated from observed gravity values.
 JF0200
 JF0200;                    North         East    Units  Estimated Accuracy
 JF0200;SPC KS S     -   593,910.      581,660.      MT  (+/- 180 meters Scaled)
 JF0200
 JF0200                          SUPERSEDED SURVEY CONTROL
 JF0200
 JF0200  NGVD 29 (??/??/92)  352.476  (m)         1156.41   (f) ADJ UNCH    2 0
 JF0200
 JF0200.Superseded values are not recommended for survey control.
 JF0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0200.See file dsdata.txt to determine how the superseded data were derived.
 JF0200
 JF0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH252528(NAD 83)
 JF0200_MARKER: Q = CHISELED SQUARE
 JF0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0200_SP_SET: ABUTMENT
 JF0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0200
 JF0200  HISTORY     - Date     Condition        Report By
 JF0200  HISTORY     - UNK      MONUMENTED       CGS
 JF0200  HISTORY     - 1934     GOOD             NGS
 JF0200
 JF0200                          STATION DESCRIPTION
 JF0200
 JF0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0200'1.3 MI W FROM SAFFORDVILLE.
 JF0200'1.3 MILES WEST, ALONG RIGHT-OF-WAY OF SANTA FE R. R. CO., 5130
 JF0200'FT. WEST OF MILE POST 124+00, IN NORTH WEST CORNER OF EAST
 JF0200'ABUTMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0201 ***********************************************************************
 JF0201  DESIGNATION -  124+00
 JF0201  PID         -  JF0201
 JF0201  STATE/COUNTY-  KS/CHASE
 JF0201  USGS QUAD   -  SAFFORDVILLE (1989)
 JF0201
 JF0201                         *CURRENT SURVEY CONTROL
 JF0201  ___________________________________________________________________
 JF0201* NAD 83(1986)-  38 23 59.     (N)    096 24 13.     (W)     SCALED    
 JF0201* NAVD 88     -       350.979  (meters)    1151.50   (feet)  ADJUSTED  
 JF0201  ___________________________________________________________________
 JF0201  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 JF0201  DYNAMIC HT  -         350.726 (meters)    1150.67  (feet)  COMP
 JF0201  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 JF0201
 JF0201  VERT ORDER  -  SECOND    CLASS 0
 JF0201
 JF0201.The horizontal coordinates were scaled from a topographic map and have
 JF0201.an estimated accuracy of +/- 6 seconds.
 JF0201
 JF0201.The orthometric height was determined by differential leveling
 JF0201.and adjusted by the National Geodetic Survey in June 1991..
 JF0201
 JF0201.The geoid height was determined by GEOID03.
 JF0201
 JF0201.The dynamic height is computed by dividing the NAVD 88
 JF0201.geopotential number by the normal gravity value computed on the
 JF0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0201.degrees latitude (g = 980.6199 gals.).
 JF0201
 JF0201.The modeled gravity was interpolated from observed gravity values.
 JF0201
 JF0201;                    North         East    Units  Estimated Accuracy
 JF0201;SPC KS S     -   594,410.      583,110.      MT  (+/- 180 meters Scaled)
 JF0201
 JF0201                          SUPERSEDED SURVEY CONTROL
 JF0201
 JF0201  NGVD 29 (??/??/92)  350.836  (m)         1151.03   (f) ADJ UNCH    2 0
 JF0201
 JF0201.Superseded values are not recommended for survey control.
 JF0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0201.See file dsdata.txt to determine how the superseded data were derived.
 JF0201
 JF0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH267533(NAD 83)
 JF0201_MARKER: Z = SEE DESCRIPTION
 JF0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0201_SP_SET: RAIL
 JF0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0201
 JF0201  HISTORY     - Date     Condition        Report By
 JF0201  HISTORY     - UNK      MONUMENTED       CGS
 JF0201  HISTORY     - 1934     GOOD             NGS
 JF0201
 JF0201                          STATION DESCRIPTION
 JF0201
 JF0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0201'0.3 MI W FROM SAFFORDVILLE.
 JF0201'0.3 MILE WEST BY RAIL, ALONG RIGHT-OF-WAY SANTA FE R. R. CO.,
 JF0201'TOP OF MILE POST MARKER 12+00
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0198 ***********************************************************************
 JF0198  DESIGNATION -  126 A
 JF0198  PID         -  JF0198
 JF0198  STATE/COUNTY-  KS/CHASE
 JF0198  USGS QUAD   -  SAFFORDVILLE (1989)
 JF0198
 JF0198                         *CURRENT SURVEY CONTROL
 JF0198  ___________________________________________________________________
 JF0198* NAD 83(1986)-  38 23 22.     (N)    096 26 39.     (W)     SCALED    
 JF0198* NAVD 88     -       353.513  (meters)    1159.82   (feet)  ADJUSTED  
 JF0198  ___________________________________________________________________
 JF0198  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 JF0198  DYNAMIC HT  -         353.257 (meters)    1158.98  (feet)  COMP
 JF0198  MODELED GRAV-     979,896.0   (mgal)                       NAVD 88
 JF0198
 JF0198  VERT ORDER  -  SECOND    CLASS 0
 JF0198
 JF0198.The horizontal coordinates were scaled from a topographic map and have
 JF0198.an estimated accuracy of +/- 6 seconds.
 JF0198
 JF0198.The orthometric height was determined by differential leveling
 JF0198.and adjusted by the National Geodetic Survey in June 1991..
 JF0198
 JF0198.The geoid height was determined by GEOID03.
 JF0198
 JF0198.The dynamic height is computed by dividing the NAVD 88
 JF0198.geopotential number by the normal gravity value computed on the
 JF0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0198.degrees latitude (g = 980.6199 gals.).
 JF0198
 JF0198.The modeled gravity was interpolated from observed gravity values.
 JF0198
 JF0198;                    North         East    Units  Estimated Accuracy
 JF0198;SPC KS S     -   593,190.      579,590.      MT  (+/- 180 meters Scaled)
 JF0198
 JF0198                          SUPERSEDED SURVEY CONTROL
 JF0198
 JF0198  NGVD 29 (??/??/92)  353.369  (m)         1159.34   (f) ADJ UNCH    2 0
 JF0198
 JF0198.Superseded values are not recommended for survey control.
 JF0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0198.See file dsdata.txt to determine how the superseded data were derived.
 JF0198
 JF0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH232521(NAD 83)
 JF0198_MARKER: Q = CHISELED SQUARE
 JF0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0198_SP_SET: BRIDGE SEAT
 JF0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0198
 JF0198  HISTORY     - Date     Condition        Report By
 JF0198  HISTORY     - UNK      MONUMENTED       CGS
 JF0198  HISTORY     - 1934     GOOD             NGS
 JF0198
 JF0198                          STATION DESCRIPTION
 JF0198
 JF0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0198'2.7 MI W FROM SAFFORDVILLE.
 JF0198'2.7 MILES WEST BY RAIL, ALONG RIGHT-OF-WAY OF SANTA FE R. R. CO.,
 JF0198'1762 FT. WEST OF MILE POST 126+00, NORTH EAST CORNER OF EAST
 JF0198'BRIDGE SEAT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0359 ***********************************************************************
 JF0359  DESIGNATION -  1266.70
 JF0359  PID         -  JF0359
 JF0359  STATE/COUNTY-  KS/MARION
 JF0359  USGS QUAD   -  FLORENCE (1989)
 JF0359
 JF0359                         *CURRENT SURVEY CONTROL
 JF0359  ___________________________________________________________________
 JF0359* NAD 83(1986)-  38 14 42.     (N)    096 55 40.     (W)     SCALED    
 JF0359* NAVD 88     -       386.892  (meters)    1269.33   (feet)  ADJUSTED  
 JF0359  ___________________________________________________________________
 JF0359  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 JF0359  DYNAMIC HT  -         386.607 (meters)    1268.39  (feet)  COMP
 JF0359  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 JF0359
 JF0359  VERT ORDER  -  SECOND    CLASS 0
 JF0359
 JF0359.The horizontal coordinates were scaled from a topographic map and have
 JF0359.an estimated accuracy of +/- 6 seconds.
 JF0359
 JF0359.The orthometric height was determined by differential leveling
 JF0359.and adjusted by the National Geodetic Survey in June 1991..
 JF0359.WARNING-Repeat measurements at this control monument indicate possible
 JF0359.vertical movement.
 JF0359
 JF0359.The geoid height was determined by GEOID03.
 JF0359
 JF0359.The dynamic height is computed by dividing the NAVD 88
 JF0359.geopotential number by the normal gravity value computed on the
 JF0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0359.degrees latitude (g = 980.6199 gals.).
 JF0359
 JF0359.The modeled gravity was interpolated from observed gravity values.
 JF0359
 JF0359;                    North         East    Units  Estimated Accuracy
 JF0359;SPC KS S     -   576,330.      537,620.      MT  (+/- 180 meters Scaled)
 JF0359
 JF0359                          SUPERSEDED SURVEY CONTROL
 JF0359
 JF0359  NGVD 29 (??/??/92)  386.736  (m)         1268.82   (f) ADJ UNCH    2 0
 JF0359
 JF0359.Superseded values are not recommended for survey control.
 JF0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0359.See file dsdata.txt to determine how the superseded data were derived.
 JF0359
 JF0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH813350(NAD 83)
 JF0359_MARKER: P = PIPE CAP
 JF0359_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JF0359_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JF0359_STAMPING: 1266.70
 JF0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0359
 JF0359  HISTORY     - Date     Condition        Report By
 JF0359  HISTORY     - UNK      MONUMENTED       USDA
 JF0359  HISTORY     - 1940     GOOD             NGS
 JF0359
 JF0359                          STATION DESCRIPTION
 JF0359
 JF0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0359'AT FLORENCE.
 JF0359'AT FLORENCE, MARION COUNTY, ON SIXTH STREET, AT THE ARNOLD
 JF0359'GARNER SCHOOL, IN THE SOUTHWEST CORNER OF THE SCHOOLYARD, 160.5
 JF0359'FEET WEST OF THE CENTERLINE OF THE WALK LEADING TO THE FRONT OF
 JF0359'THE BUILDING, 21 FEET SOUTHEAST OF A 10-INCH MAPLE TREE, AND
 JF0359'3.2 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK.  A UNITED
 JF0359'STATES DEPARTMENT OF AGRICULTURE STANDARD CAP, STAMPED 1266.70
 JF0359'AND RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0787 ***********************************************************************
 KE0787  DESIGNATION -  127 L
 KE0787  PID         -  KE0787
 KE0787  STATE/COUNTY-  KS/SHAWNEE
 KE0787  USGS QUAD   -  SILVER LAKE (1983)
 KE0787
 KE0787                         *CURRENT SURVEY CONTROL
 KE0787  ___________________________________________________________________
 KE0787* NAD 83(1986)-  39 06 21.     (N)    095 51 29.     (W)     SCALED    
 KE0787* NAVD 88     -       277.618  (meters)     910.82   (feet)  ADJUSTED  
 KE0787  ___________________________________________________________________
 KE0787  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 KE0787  DYNAMIC HT  -         277.440 (meters)     910.23  (feet)  COMP
 KE0787  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 KE0787
 KE0787  VERT ORDER  -  FIRST     CLASS II
 KE0787
 KE0787.The horizontal coordinates were scaled from a topographic map and have
 KE0787.an estimated accuracy of +/- 6 seconds.
 KE0787
 KE0787.The orthometric height was determined by differential leveling
 KE0787.and adjusted by the National Geodetic Survey in June 1991..
 KE0787.WARNING-Repeat measurements at this control monument indicate possible
 KE0787.vertical movement.
 KE0787
 KE0787.The geoid height was determined by GEOID03.
 KE0787
 KE0787.The dynamic height is computed by dividing the NAVD 88
 KE0787.geopotential number by the normal gravity value computed on the
 KE0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0787.degrees latitude (g = 980.6199 gals.).
 KE0787
 KE0787.The modeled gravity was interpolated from observed gravity values.
 KE0787
 KE0787;                    North         East    Units  Estimated Accuracy
 KE0787;SPC KS N     -    87,950.      585,250.      MT  (+/- 180 meters Scaled)
 KE0787
 KE0787                          SUPERSEDED SURVEY CONTROL
 KE0787
 KE0787  NGVD 29 (??/??/92)  277.593  (m)          910.74   (f) ADJ UNCH    1 2
 KE0787
 KE0787.Superseded values are not recommended for survey control.
 KE0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0787.See file dsdata.txt to determine how the superseded data were derived.
 KE0787
 KE0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD528324(NAD 83)
 KE0787_MARKER: DD = SURVEY DISK
 KE0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0787_SP_SET: CONCRETE POST
 KE0787_STAMPING: 127 L 1939
 KE0787_MARK LOGO: USGS  
 KE0787_PROJECTION: FLUSH
 KE0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0787+STABILITY: SURFACE MOTION
 KE0787
 KE0787  HISTORY     - Date     Condition        Report By
 KE0787  HISTORY     - 1939     MONUMENTED       USGS
 KE0787  HISTORY     - 1952     GOOD             NGS
 KE0787  HISTORY     - 1986     GOOD             NGS
 KE0787  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 KE0787
 KE0787                          STATION DESCRIPTION
 KE0787
 KE0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KE0787'AT SILVER LAKE.
 KE0787'ALONG THE UNION PACIFIC RAILROAD, ABOUT 0.1 MILE EAST OF THE
 KE0787'STATION, ABOUT 190 FEET NORTHEAST OF THE INTERSECTION OF U.S.
 KE0787'HIGHWAYS 24 AND 40 AND AN ASPHALT ROAD PARALLELING THE TRACK,
 KE0787'101 FEET SOUTHEAST OF THE 22ND POLE WEST OF MILEPOST 78, 68 FEET
 KE0787'WEST OF THE SOUTHWEST CORNER OF TOOL SHED, 44 FEET NORTH OF
 KE0787'THE CENTER OF ASPHALT ROAD, 34 FEET SOUTH OF THE SOUTH RAIL
 KE0787'OF MAIN TRACK, 12 FEET EAST OF POWER POLE (NOT MARKED), AND
 KE0787'FLUSH WITH THE SURFACE OF THE GROUND.
 KE0787
 KE0787                          STATION RECOVERY (1986)
 KE0787
 KE0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0787'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  17.1 KM
 KE0787'(10.6 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KE0787'IN TOPEKA, 16.2 M (53.1 FT) WEST OF A UTILITY POLE WITH 2 GUY WIRES,
 KE0787'13.4 M (44.0 FT) NORTH OF THE CENTERLINE OF RAILROAD AVENUE, AND 10.4
 KE0787'M (34.1 FT) SOUTH OF THE NEAR RAIL.
 KE0787'THE MARK IS 0.1 METERS  E FROM  A WITNESS POST
 KE0787'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 KE0787
 KE0787                          STATION RECOVERY (2005)
 KE0787
 KE0787'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 KE0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0197 ***********************************************************************
 JF0197  DESIGNATION -  127+00
 JF0197  PID         -  JF0197
 JF0197  STATE/COUNTY-  KS/CHASE
 JF0197  USGS QUAD   -  SAFFORDVILLE (1989)
 JF0197
 JF0197                         *CURRENT SURVEY CONTROL
 JF0197  ___________________________________________________________________
 JF0197* NAD 83(1986)-  38 23 18.     (N)    096 27 24.     (W)     SCALED    
 JF0197* NAVD 88     -       354.553  (meters)    1163.23   (feet)  ADJUSTED  
 JF0197  ___________________________________________________________________
 JF0197  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 JF0197  DYNAMIC HT  -         354.297 (meters)    1162.39  (feet)  COMP
 JF0197  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 JF0197
 JF0197  VERT ORDER  -  SECOND    CLASS 0
 JF0197
 JF0197.The horizontal coordinates were scaled from a topographic map and have
 JF0197.an estimated accuracy of +/- 6 seconds.
 JF0197
 JF0197.The orthometric height was determined by differential leveling
 JF0197.and adjusted by the National Geodetic Survey in June 1991..
 JF0197
 JF0197.The geoid height was determined by GEOID03.
 JF0197
 JF0197.The dynamic height is computed by dividing the NAVD 88
 JF0197.geopotential number by the normal gravity value computed on the
 JF0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0197.degrees latitude (g = 980.6199 gals.).
 JF0197
 JF0197.The modeled gravity was interpolated from observed gravity values.
 JF0197
 JF0197;                    North         East    Units  Estimated Accuracy
 JF0197;SPC KS S     -   593,040.      578,500.      MT  (+/- 180 meters Scaled)
 JF0197
 JF0197                          SUPERSEDED SURVEY CONTROL
 JF0197
 JF0197  NGVD 29 (??/??/92)  354.409  (m)         1162.76   (f) ADJ UNCH    2 0
 JF0197
 JF0197.Superseded values are not recommended for survey control.
 JF0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0197.See file dsdata.txt to determine how the superseded data were derived.
 JF0197
 JF0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH221519(NAD 83)
 JF0197_MARKER: Z = SEE DESCRIPTION
 JF0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0197_SP_SET: RAIL
 JF0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0197
 JF0197  HISTORY     - Date     Condition        Report By
 JF0197  HISTORY     - UNK      MONUMENTED       CGS
 JF0197  HISTORY     - 1934     GOOD             NGS
 JF0197
 JF0197                          STATION DESCRIPTION
 JF0197
 JF0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0197'3.4 MI W FROM SAFFORDVILLE.
 JF0197'3.4 MILES WEST BY RAIL, ALONG RIGHT-OF-WAY SANTA FE R. R. CO.,
 JF0197'TOP OF MILE POST MARKER NO. 127+00
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0196 ***********************************************************************
 JF0196  DESIGNATION -  128 D
 JF0196  PID         -  JF0196
 JF0196  STATE/COUNTY-  KS/CHASE
 JF0196  USGS QUAD   -  SAFFORDVILLE (1989)
 JF0196
 JF0196                         *CURRENT SURVEY CONTROL
 JF0196  ___________________________________________________________________
 JF0196* NAD 83(1986)-  38 23 07.     (N)    096 29 09.     (W)     SCALED    
 JF0196* NAVD 88     -       357.192  (meters)    1171.89   (feet)  ADJUSTED  
 JF0196  ___________________________________________________________________
 JF0196  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 JF0196  DYNAMIC HT  -         356.933 (meters)    1171.04  (feet)  COMP
 JF0196  MODELED GRAV-     979,893.6   (mgal)                       NAVD 88
 JF0196
 JF0196  VERT ORDER  -  SECOND    CLASS 0
 JF0196
 JF0196.The horizontal coordinates were scaled from a topographic map and have
 JF0196.an estimated accuracy of +/- 6 seconds.
 JF0196
 JF0196.The orthometric height was determined by differential leveling
 JF0196.and adjusted by the National Geodetic Survey in June 1991..
 JF0196
 JF0196.The geoid height was determined by GEOID03.
 JF0196
 JF0196.The dynamic height is computed by dividing the NAVD 88
 JF0196.geopotential number by the normal gravity value computed on the
 JF0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0196.degrees latitude (g = 980.6199 gals.).
 JF0196
 JF0196.The modeled gravity was interpolated from observed gravity values.
 JF0196
 JF0196;                    North         East    Units  Estimated Accuracy
 JF0196;SPC KS S     -   592,640.      575,960.      MT  (+/- 180 meters Scaled)
 JF0196
 JF0196                          SUPERSEDED SURVEY CONTROL
 JF0196
 JF0196  NGVD 29 (??/??/92)  357.047  (m)         1171.41   (f) ADJ UNCH    2 0
 JF0196
 JF0196.Superseded values are not recommended for survey control.
 JF0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0196.See file dsdata.txt to determine how the superseded data were derived.
 JF0196
 JF0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH195515(NAD 83)
 JF0196_MARKER: Q = CHISELED SQUARE
 JF0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0196_SP_SET: ABUTMENT
 JF0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0196
 JF0196  HISTORY     - Date     Condition        Report By
 JF0196  HISTORY     - UNK      MONUMENTED       CGS
 JF0196  HISTORY     - 1934     GOOD             NGS
 JF0196
 JF0196                          STATION DESCRIPTION
 JF0196
 JF0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0196'3.1 MI E FROM STRONG CITY.
 JF0196'3.1 MILES EAST BY RAIL, ALONG THE RIGHT-OF-WAY OF SANTA FE R.R.
 JF0196'CO., 3262 FT. WEST OF MILE POST NO. 128 + 00, NORTH END OF EAST
 JF0196'ABUTMENT BRIDGE NO. 128-D
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0298 ***********************************************************************
 JF0298  DESIGNATION -  129 B
 JF0298  PID         -  JF0298
 JF0298  STATE/COUNTY-  KS/CHASE
 JF0298  USGS QUAD   -  STRONG CITY (1989)
 JF0298
 JF0298                         *CURRENT SURVEY CONTROL
 JF0298  ___________________________________________________________________
 JF0298* NAD 83(1986)-  38 23 01.     (N)    096 30 19.     (W)     SCALED    
 JF0298* NAVD 88     -       356.098  (meters)    1168.30   (feet)  ADJUSTED  
 JF0298  ___________________________________________________________________
 JF0298  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 JF0298  DYNAMIC HT  -         355.840 (meters)    1167.45  (feet)  COMP
 JF0298  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 JF0298
 JF0298  VERT ORDER  -  SECOND    CLASS 0
 JF0298
 JF0298.The horizontal coordinates were scaled from a topographic map and have
 JF0298.an estimated accuracy of +/- 6 seconds.
 JF0298
 JF0298.The orthometric height was determined by differential leveling
 JF0298.and adjusted by the National Geodetic Survey in June 1991..
 JF0298
 JF0298.The geoid height was determined by GEOID03.
 JF0298
 JF0298.The dynamic height is computed by dividing the NAVD 88
 JF0298.geopotential number by the normal gravity value computed on the
 JF0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0298.degrees latitude (g = 980.6199 gals.).
 JF0298
 JF0298.The modeled gravity was interpolated from observed gravity values.
 JF0298
 JF0298;                    North         East    Units  Estimated Accuracy
 JF0298;SPC KS S     -   592,420.      574,270.      MT  (+/- 180 meters Scaled)
 JF0298
 JF0298                          SUPERSEDED SURVEY CONTROL
 JF0298
 JF0298  NGVD 29 (??/??/92)  355.953  (m)         1167.82   (f) ADJ UNCH    2 0
 JF0298
 JF0298.Superseded values are not recommended for survey control.
 JF0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0298.See file dsdata.txt to determine how the superseded data were derived.
 JF0298
 JF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH179513(NAD 83)
 JF0298_MARKER: Q = CHISELED SQUARE
 JF0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0298_SP_SET: BRIDGE SEAT
 JF0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0298
 JF0298  HISTORY     - Date     Condition        Report By
 JF0298  HISTORY     - UNK      MONUMENTED       CGS
 JF0298  HISTORY     - 1934     GOOD             NGS
 JF0298
 JF0298                          STATION DESCRIPTION
 JF0298
 JF0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0298'2 MI E FROM STRONG CITY.
 JF0298'2 MILES EAST BY RAIL EAST ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0298'R.R. CO.  3473 FT. WEST OF MILE POST 129 + 00 NORTH END OF EAST
 JF0298'ABUTMENT BRIDGE NO. 129 - B
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0153 ***********************************************************************
 JF0153  DESIGNATION -  13
 JF0153  PID         -  JF0153
 JF0153  STATE/COUNTY-  KS/LYON
 JF0153  USGS QUAD   -  MADISON (1973)
 JF0153
 JF0153                         *CURRENT SURVEY CONTROL
 JF0153  ___________________________________________________________________
 JF0153* NAD 83(1986)-  38 13 22.     (N)    096 09 47.     (W)     SCALED    
 JF0153* NAVD 88     -       381.958  (meters)    1253.14   (feet)  ADJUSTED  
 JF0153  ___________________________________________________________________
 JF0153  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JF0153  DYNAMIC HT  -         381.676 (meters)    1252.22  (feet)  COMP
 JF0153  MODELED GRAV-     979,879.4   (mgal)                       NAVD 88
 JF0153
 JF0153  VERT ORDER  -  FIRST     CLASS II
 JF0153
 JF0153.The horizontal coordinates were scaled from a topographic map and have
 JF0153.an estimated accuracy of +/- 6 seconds.
 JF0153
 JF0153.The orthometric height was determined by differential leveling
 JF0153.and adjusted by the National Geodetic Survey in June 1991..
 JF0153
 JF0153.The geoid height was determined by GEOID03.
 JF0153
 JF0153.The dynamic height is computed by dividing the NAVD 88
 JF0153.geopotential number by the normal gravity value computed on the
 JF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0153.degrees latitude (g = 980.6199 gals.).
 JF0153
 JF0153.The modeled gravity was interpolated from observed gravity values.
 JF0153
 JF0153;                    North         East    Units  Estimated Accuracy
 JF0153;SPC KS S     -   575,270.      604,610.      MT  (+/- 180 meters Scaled)
 JF0153
 JF0153                          SUPERSEDED SURVEY CONTROL
 JF0153
 JF0153  NGVD 29 (??/??/92)  381.808  (m)         1252.65   (f) ADJ UNCH    1 2
 JF0153
 JF0153.Superseded values are not recommended for survey control.
 JF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0153.See file dsdata.txt to determine how the superseded data were derived.
 JF0153
 JF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH483343(NAD 83)
 JF0153_MARKER: B = BOLT
 JF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0153+STABILITY: SURFACE MOTION
 JF0153
 JF0153  HISTORY     - Date     Condition        Report By
 JF0153  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0153  HISTORY     - 1951     GOOD             NGS
 JF0153  HISTORY     - 1972     POOR             USGS
 JF0153  HISTORY     - 1976     MARK NOT FOUND   NGS
 JF0153
 JF0153                          STATION DESCRIPTION
 JF0153
 JF0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JF0153'3 MI S FROM OLPE.
 JF0153'3.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0153'FROM THE STATION AT OLPE, LYON COUNTY, AT MILEPOST 13, 49 FEET
 JF0153'WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 1 FOOT EAST OF
 JF0153'THE RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE TOP OF A
 JF0153'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 JF0153
 JF0153                          STATION RECOVERY (1972)
 JF0153
 JF0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JF0153'MARK RECOVERED IN POOR CONDITION.
 JF0153
 JF0153                          STATION RECOVERY (1976)
 JF0153
 JF0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0645 ***********************************************************************
 KF0645  DESIGNATION -  13
 KF0645  PID         -  KF0645
 KF0645  STATE/COUNTY-  KS/RILEY
 KF0645  USGS QUAD   -  MANHATTAN (1991)
 KF0645
 KF0645                         *CURRENT SURVEY CONTROL
 KF0645  ___________________________________________________________________
 KF0645* NAD 83(1986)-  39 08 40.     (N)    096 36 19.     (W)     SCALED    
 KF0645* NAVD 88     -       315.248  (meters)    1034.28   (feet)  ADJUSTED  
 KF0645  ___________________________________________________________________
 KF0645  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 KF0645  DYNAMIC HT  -         315.037 (meters)    1033.58  (feet)  COMP
 KF0645  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 KF0645
 KF0645  VERT ORDER  -  FIRST     CLASS II
 KF0645
 KF0645.The horizontal coordinates were scaled from a topographic map and have
 KF0645.an estimated accuracy of +/- 6 seconds.
 KF0645
 KF0645.The orthometric height was determined by differential leveling
 KF0645.and adjusted by the National Geodetic Survey in June 1991..
 KF0645
 KF0645.The geoid height was determined by GEOID03.
 KF0645
 KF0645.The dynamic height is computed by dividing the NAVD 88
 KF0645.geopotential number by the normal gravity value computed on the
 KF0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0645.degrees latitude (g = 980.6199 gals.).
 KF0645
 KF0645.The modeled gravity was interpolated from observed gravity values.
 KF0645
 KF0645;                    North         East    Units  Estimated Accuracy
 KF0645;SPC KS N     -    90,970.      520,560.      MT  (+/- 180 meters Scaled)
 KF0645
 KF0645                          SUPERSEDED SURVEY CONTROL
 KF0645
 KF0645  NGVD 29 (??/??/92)  315.127  (m)         1033.88   (f) ADJ UNCH    1 2
 KF0645
 KF0645.Superseded values are not recommended for survey control.
 KF0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0645.See file dsdata.txt to determine how the superseded data were derived.
 KF0645
 KF0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ069355(NAD 83)
 KF0645_MARKER: Q = CHISELED SQUARE
 KF0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0645_SP_SET: ABUTMENT
 KF0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0645
 KF0645  HISTORY     - Date     Condition        Report By
 KF0645  HISTORY     - UNK      MONUMENTED       CGS
 KF0645  HISTORY     - 1965     GOOD             NGS
 KF0645
 KF0645                          STATION DESCRIPTION
 KF0645
 KF0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0645'3.8 MI W FROM MANHATTAN.
 KF0645'3.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0645'AT MANHATTAN, AT AN OLD ROAD CROSSING OF THE ABANDONED WASHED
 KF0645'AWAY ROAD BRIDGE ACROSS THE KANSAS RIVER, 21 FEET SOUTH OF
 KF0645'THE CENTERLINE OF THE TRACK, 8.8 FEET EAST OF THE CENTER OF THE
 KF0645'BRIDGE, ON TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT
 KF0645'AND 2 FEET LOWER THAN THE ROAD.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0699 ***********************************************************************
 HF0699  DESIGNATION -  13
 HF0699  PID         -  HF0699
 HF0699  STATE/COUNTY-  KS/COWLEY
 HF0699  USGS QUAD   -  AKRON (1965)
 HF0699
 HF0699                         *CURRENT SURVEY CONTROL
 HF0699  ___________________________________________________________________
 HF0699* NAD 83(1986)-  37 19 46.     (N)    097 01 26.     (W)     SCALED    
 HF0699* NAVD 88     -       346.589  (meters)    1137.10   (feet)  ADJUSTED  
 HF0699  ___________________________________________________________________
 HF0699  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0699  DYNAMIC HT  -         346.308 (meters)    1136.18  (feet)  COMP
 HF0699  MODELED GRAV-     979,810.2   (mgal)                       NAVD 88
 HF0699
 HF0699  VERT ORDER  -  SECOND    CLASS 0
 HF0699
 HF0699.The horizontal coordinates were scaled from a topographic map and have
 HF0699.an estimated accuracy of +/- 6 seconds.
 HF0699
 HF0699.The orthometric height was determined by differential leveling
 HF0699.and adjusted by the National Geodetic Survey in June 1991..
 HF0699
 HF0699.The geoid height was determined by GEOID03.
 HF0699
 HF0699.The dynamic height is computed by dividing the NAVD 88
 HF0699.geopotential number by the normal gravity value computed on the
 HF0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0699.degrees latitude (g = 980.6199 gals.).
 HF0699
 HF0699.The modeled gravity was interpolated from observed gravity values.
 HF0699
 HF0699;                    North         East    Units  Estimated Accuracy
 HF0699;SPC KS S     -   474,590.      530,820.      MT  (+/- 180 meters Scaled)
 HF0699
 HF0699                          SUPERSEDED SURVEY CONTROL
 HF0699
 HF0699  NGVD 29 (??/??/92)  346.458  (m)         1136.67   (f) ADJ UNCH    2 0
 HF0699
 HF0699.Superseded values are not recommended for survey control.
 HF0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0699.See file dsdata.txt to determine how the superseded data were derived.
 HF0699
 HF0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG750332(NAD 83)
 HF0699_MARKER: B = BOLT
 HF0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0699+STABILITY: SURFACE MOTION
 HF0699
 HF0699  HISTORY     - Date     Condition        Report By
 HF0699  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0699  HISTORY     - 1962     MARK NOT FOUND   NGS
 HF0699
 HF0699                          STATION DESCRIPTION
 HF0699
 HF0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0699'1.5 MI S FROM AKRON.
 HF0699'1.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0699'FROM AKRON, COWLEY COUNTY, AT MILEPOST 224, AND 50 FEET WEST
 HF0699'OF THE CENTERLINE OF THE TRACK.  AN IRON BOLT, SET IN THE TOP
 HF0699'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0013 ***********************************************************************
 JF0013  DESIGNATION -  13 A
 JF0013  PID         -  JF0013
 JF0013  STATE/COUNTY-  KS/WABAUNSEE
 JF0013  USGS QUAD   -  ESKRIDGE (1983)
 JF0013
 JF0013                         *CURRENT SURVEY CONTROL
 JF0013  ___________________________________________________________________
 JF0013* NAD 83(1986)-  38 49 13.     (N)    096 02 09.     (W)     SCALED    
 JF0013* NAVD 88     -       364.814  (meters)    1196.89   (feet)  ADJUSTED  
 JF0013  ___________________________________________________________________
 JF0013  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 JF0013  DYNAMIC HT  -         364.562 (meters)    1196.07  (feet)  COMP
 JF0013  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 JF0013
 JF0013  VERT ORDER  -  SECOND    CLASS 0
 JF0013
 JF0013.The horizontal coordinates were scaled from a topographic map and have
 JF0013.an estimated accuracy of +/- 6 seconds.
 JF0013
 JF0013.The orthometric height was determined by differential leveling
 JF0013.and adjusted by the National Geodetic Survey in June 1991..
 JF0013
 JF0013.The geoid height was determined by GEOID03.
 JF0013
 JF0013.The dynamic height is computed by dividing the NAVD 88
 JF0013.geopotential number by the normal gravity value computed on the
 JF0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0013.degrees latitude (g = 980.6199 gals.).
 JF0013
 JF0013.The modeled gravity was interpolated from observed gravity values.
 JF0013
 JF0013;                    North         East    Units  Estimated Accuracy
 JF0013;SPC KS N     -    55,910.      570,560.      MT  (+/- 180 meters Scaled)
 JF0013
 JF0013                          SUPERSEDED SURVEY CONTROL
 JF0013
 JF0013  NGVD 29 (??/??/92)  364.666  (m)         1196.41   (f) ADJ UNCH    2 0
 JF0013
 JF0013.Superseded values are not recommended for survey control.
 JF0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0013.See file dsdata.txt to determine how the superseded data were derived.
 JF0013
 JF0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ573010(NAD 83)
 JF0013_MARKER: Q = CHISELED SQUARE
 JF0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0013_SP_SET: BRIDGE ABUTMENT
 JF0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0013
 JF0013  HISTORY     - Date     Condition        Report By
 JF0013  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0013  HISTORY     - 1934     GOOD             NGS
 JF0013
 JF0013                          STATION DESCRIPTION
 JF0013
 JF0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0013'4.8 MI SE FROM ESKRIDGE.
 JF0013'ALONG A.T. AND S.F. R.R., ON NE. CORNER OF E. CONC. ABUTMENT
 JF0013'OF STEEL THROUGH GIRDER BRIDGE 13-A, 0.2 MILE E. OF BRADFORD
 JF0013'SIDING AND 0.2 MILE W. OF MP 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0499 ***********************************************************************
 KG0499  DESIGNATION -  13 JES
 KG0499  PID         -  KG0499
 KG0499  STATE/COUNTY-  KS/NORTON
 KG0499  USGS QUAD   -  EDMOND SE (1978)
 KG0499
 KG0499                         *CURRENT SURVEY CONTROL
 KG0499  ___________________________________________________________________
 KG0499* NAD 83(1986)-  39 34 02.     (N)    099 50 44.     (W)     SCALED    
 KG0499* NAVD 88     -       726.907  (meters)    2384.86   (feet)  ADJUSTED  
 KG0499  ___________________________________________________________________
 KG0499  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 KG0499  DYNAMIC HT  -         726.398 (meters)    2383.19  (feet)  COMP
 KG0499  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 KG0499
 KG0499  VERT ORDER  -  FIRST     CLASS II
 KG0499
 KG0499.The horizontal coordinates were scaled from a topographic map and have
 KG0499.an estimated accuracy of +/- 6 seconds.
 KG0499
 KG0499.The orthometric height was determined by differential leveling
 KG0499.and adjusted by the National Geodetic Survey in June 1991..
 KG0499
 KG0499.The geoid height was determined by GEOID03.
 KG0499
 KG0499.The dynamic height is computed by dividing the NAVD 88
 KG0499.geopotential number by the normal gravity value computed on the
 KG0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0499.degrees latitude (g = 980.6199 gals.).
 KG0499
 KG0499.The modeled gravity was interpolated from observed gravity values.
 KG0499
 KG0499;                    North         East    Units  Estimated Accuracy
 KG0499;SPC KS N     -   138,590.      241,430.      MT  (+/- 180 meters Scaled)
 KG0499
 KG0499                          SUPERSEDED SURVEY CONTROL
 KG0499
 KG0499  NGVD 29 (02/14/92)  726.625  (m)         2383.94   (f) ADJUSTED    1 2
 KG0499
 KG0499.Superseded values are not recommended for survey control.
 KG0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0499.See file dsdata.txt to determine how the superseded data were derived.
 KG0499
 KG0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ273800(NAD 83)
 KG0499_MARKER: DB = BENCH MARK DISK
 KG0499_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KG0499+WITH SETTING: INFORMATION.
 KG0499_SP_SET: SHALLOW-SET METAL ROD
 KG0499_STAMPING: 13 JES 1974
 KG0499_MARK LOGO: USGS  
 KG0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0499
 KG0499  HISTORY     - Date     Condition        Report By
 KG0499  HISTORY     - 1974     MONUMENTED       USGS
 KG0499  HISTORY     - 1986     GOOD             NGS
 KG0499
 KG0499                          STATION DESCRIPTION
 KG0499
 KG0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0499'22.2 KM (13.8 MI) NORTH FROM HILL CITY.
 KG0499'22.25 KM (13.83 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0499'HIGHWAY 24 AT HILL CITY, IN THE NORTHWEST CORNER OF THE JUNCTION OF A
 KG0499'DIRT ROAD, WHICH IS THE BOUNDARY FOR THE NORTON-GRAHAM COUNTIES, 0.7
 KG0499'KM (0.45 MI) NORTH OF MILEPOST 185, 17.2 METERS (56.5 FT) SOUTHWEST OF
 KG0499'THE HIGHWAY CENTERLINE, 20.4 METERS (67 FT) NORTH OF THE CENTER OF THE
 KG0499'ROAD, 11.6 METERS (38 FT) NORTHWEST OF A POWER POLE WITH A TRANSFORMER
 KG0499'AND 0.6 METER (2 FT) NORTHEAST OF A GUY POLE.  NOTE--A COPPER-CLAD
 KG0499'STEEL ROD SET TO AN UNKNOWN DEPTH, AND FLUSH WITH THE GROUND.
 KG0499'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KG0499'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0715 ***********************************************************************
 JF0715  DESIGNATION -  13+00
 JF0715  PID         -  JF0715
 JF0715  STATE/COUNTY-  KS/MARION
 JF0715  USGS QUAD   -  MARION (1985)
 JF0715
 JF0715                         *CURRENT SURVEY CONTROL
 JF0715  ___________________________________________________________________
 JF0715* NAD 83(1986)-  38 21 33.     (N)    097 04 10.     (W)     SCALED    
 JF0715* NAVD 88     -       401.745  (meters)    1318.06   (feet)  ADJUSTED  
 JF0715  ___________________________________________________________________
 JF0715  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 JF0715  DYNAMIC HT  -         401.449 (meters)    1317.09  (feet)  COMP
 JF0715  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 JF0715
 JF0715  VERT ORDER  -  SECOND    CLASS 0
 JF0715
 JF0715.The horizontal coordinates were scaled from a topographic map and have
 JF0715.an estimated accuracy of +/- 6 seconds.
 JF0715
 JF0715.The orthometric height was determined by differential leveling
 JF0715.and adjusted by the National Geodetic Survey in June 1991..
 JF0715
 JF0715.The geoid height was determined by GEOID03.
 JF0715
 JF0715.The dynamic height is computed by dividing the NAVD 88
 JF0715.geopotential number by the normal gravity value computed on the
 JF0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0715.degrees latitude (g = 980.6199 gals.).
 JF0715
 JF0715.The modeled gravity was interpolated from observed gravity values.
 JF0715
 JF0715;                    North         East    Units  Estimated Accuracy
 JF0715;SPC KS S     -   588,810.      525,030.      MT  (+/- 180 meters Scaled)
 JF0715
 JF0715                          SUPERSEDED SURVEY CONTROL
 JF0715
 JF0715  NGVD 29 (??/??/92)  401.586  (m)         1317.54   (f) ADJ UNCH    2 0
 JF0715
 JF0715.Superseded values are not recommended for survey control.
 JF0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0715.See file dsdata.txt to determine how the superseded data were derived.
 JF0715
 JF0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH686474(NAD 83)
 JF0715_MARKER: B = BOLT
 JF0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0715+STABILITY: SURFACE MOTION
 JF0715
 JF0715  HISTORY     - Date     Condition        Report By
 JF0715  HISTORY     - UNK      MONUMENTED       CGS
 JF0715  HISTORY     - 1934     GOOD             NGS
 JF0715
 JF0715                          STATION DESCRIPTION
 JF0715
 JF0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0715'3.6 MI W FROM MARION.
 JF0715'3.6 MILES WEST BY RAIL, LOCATED ALONG THE R. OF W. OF THE
 JF0715'SANTA FE R.R. CO.  AT MILE POST 13.  49 FT. R. OR NORTH OF THE
 JF0715'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0486 ***********************************************************************
 HF0486  DESIGNATION -  1313.50
 HF0486  PID         -  HF0486
 HF0486  STATE/COUNTY-  KS/SEDGWICK
 HF0486  USGS QUAD   -  WICHITA EAST (1982)
 HF0486
 HF0486                         *CURRENT SURVEY CONTROL
 HF0486  ___________________________________________________________________
 HF0486* NAD 83(1986)-  37 41 09.     (N)    097 19 47.     (W)     SCALED    
 HF0486* NAVD 88     -       400.904  (meters)    1315.30   (feet)  ADJUSTED  
 HF0486  ___________________________________________________________________
 HF0486  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HF0486  DYNAMIC HT  -         400.589 (meters)    1314.27  (feet)  COMP
 HF0486  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 HF0486
 HF0486  VERT ORDER  -  SECOND    CLASS 0
 HF0486
 HF0486.The horizontal coordinates were scaled from a topographic map and have
 HF0486.an estimated accuracy of +/- 6 seconds.
 HF0486
 HF0486.The orthometric height was determined by differential leveling
 HF0486.and adjusted by the National Geodetic Survey in June 1991..
 HF0486
 HF0486.The geoid height was determined by GEOID03.
 HF0486
 HF0486.The dynamic height is computed by dividing the NAVD 88
 HF0486.geopotential number by the normal gravity value computed on the
 HF0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0486.degrees latitude (g = 980.6199 gals.).
 HF0486
 HF0486.The modeled gravity was interpolated from observed gravity values.
 HF0486
 HF0486;                    North         East    Units  Estimated Accuracy
 HF0486;SPC KS S     -   513,760.      503,220.      MT  (+/- 180 meters Scaled)
 HF0486
 HF0486                          SUPERSEDED SURVEY CONTROL
 HF0486
 HF0486  NGVD 29 (??/??/92)  400.760  (m)         1314.83   (f) ADJ UNCH    2 0
 HF0486
 HF0486.Superseded values are not recommended for survey control.
 HF0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0486.See file dsdata.txt to determine how the superseded data were derived.
 HF0486
 HF0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG472722(NAD 83)
 HF0486_MARKER: N = NAIL
 HF0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0486_SP_SET: RAILING BASE
 HF0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0486
 HF0486  HISTORY     - Date     Condition        Report By
 HF0486  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0486  HISTORY     - 1956     MARK NOT FOUND   NGS
 HF0486  HISTORY     - 1972     MARK NOT FOUND   NGS
 HF0486
 HF0486                          STATION DESCRIPTION
 HF0486
 HF0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF0486'AT WICHITA.
 HF0486'AT WICHITA, SEDGWICK COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 HF0486'RAILWAY, AT THE DOUGLAS AVENUE VIADUCT, 6 FEET SOUTH OF THE
 HF0486'NORTH END OF THE EAST ABUTMENT, IN THE BASE OF THE RAILING, AND
 HF0486'LEVEL WITH THE TRACK.  THE TOP OF A NAIL.  NOTE-- IT WAS
 HF0486'IMPOSSIBLE TO DETERMINE WHICH NAIL MAY HAVE BEEN THE MARK.
 HF0486
 HF0486                          STATION RECOVERY (1972)
 HF0486
 HF0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0387 ***********************************************************************
 JF0387  DESIGNATION -  13+272
 JF0387  PID         -  JF0387
 JF0387  STATE/COUNTY-  KS/MORRIS
 JF0387  USGS QUAD   -  DIAMOND SPRINGS (1972)
 JF0387
 JF0387                         *CURRENT SURVEY CONTROL
 JF0387  ___________________________________________________________________
 JF0387* NAD 83(1986)-  38 33 14.     (N)    096 44 28.     (W)     SCALED    
 JF0387* NAVD 88     -       406.118  (meters)    1332.41   (feet)  ADJUSTED  
 JF0387  ___________________________________________________________________
 JF0387  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 JF0387  DYNAMIC HT  -         405.828 (meters)    1331.45  (feet)  COMP
 JF0387  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 JF0387
 JF0387  VERT ORDER  -  SECOND    CLASS 0
 JF0387
 JF0387.The horizontal coordinates were scaled from a topographic map and have
 JF0387.an estimated accuracy of +/- 6 seconds.
 JF0387
 JF0387.The orthometric height was determined by differential leveling
 JF0387.and adjusted by the National Geodetic Survey in June 1991..
 JF0387
 JF0387.The geoid height was determined by GEOID03.
 JF0387
 JF0387.The dynamic height is computed by dividing the NAVD 88
 JF0387.geopotential number by the normal gravity value computed on the
 JF0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0387.degrees latitude (g = 980.6199 gals.).
 JF0387
 JF0387.The modeled gravity was interpolated from observed gravity values.
 JF0387
 JF0387;                    North         East    Units  Estimated Accuracy
 JF0387;SPC KS N     -    25,250.      509,730.      MT  (+/- 180 meters Scaled)
 JF0387
 JF0387                          SUPERSEDED SURVEY CONTROL
 JF0387
 JF0387  NGVD 29 (??/??/92)  405.962  (m)         1331.89   (f) ADJ UNCH    2 0
 JF0387
 JF0387.Superseded values are not recommended for survey control.
 JF0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0387.See file dsdata.txt to determine how the superseded data were derived.
 JF0387
 JF0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH968696(NAD 83)
 JF0387_MARKER: B = BOLT
 JF0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0387+STABILITY: SURFACE MOTION
 JF0387
 JF0387  HISTORY     - Date     Condition        Report By
 JF0387  HISTORY     - UNK      MONUMENTED       CGS
 JF0387  HISTORY     - 1934     GOOD             NGS
 JF0387
 JF0387                          STATION DESCRIPTION
 JF0387
 JF0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0387'5.6 MI N FROM HYMER.
 JF0387'5.6 MI. NORTH BY RAIL, LOCATED ALONG THE R. OF W. OF THE SANTA FE
 JF0387'R.R. CO. 272 FT. NORTH OF MILE POST 13.  50 FT. RIGHT OR EAST
 JF0387'OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0292 ***********************************************************************
 JF0292  DESIGNATION -  134 B
 JF0292  PID         -  JF0292
 JF0292  STATE/COUNTY-  KS/CHASE
 JF0292  USGS QUAD   -  STRONG CITY (1989)
 JF0292
 JF0292                         *CURRENT SURVEY CONTROL
 JF0292  ___________________________________________________________________
 JF0292* NAD 83(1986)-  38 23 50.     (N)    096 35 00.     (W)     SCALED    
 JF0292* NAVD 88     -       362.896  (meters)    1190.60   (feet)  ADJUSTED  
 JF0292  ___________________________________________________________________
 JF0292  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 JF0292  DYNAMIC HT  -         362.633 (meters)    1189.74  (feet)  COMP
 JF0292  MODELED GRAV-     979,892.7   (mgal)                       NAVD 88
 JF0292
 JF0292  VERT ORDER  -  SECOND    CLASS 0
 JF0292
 JF0292.The horizontal coordinates were scaled from a topographic map and have
 JF0292.an estimated accuracy of +/- 6 seconds.
 JF0292
 JF0292.The orthometric height was determined by differential leveling
 JF0292.and adjusted by the National Geodetic Survey in June 1991..
 JF0292
 JF0292.The geoid height was determined by GEOID03.
 JF0292
 JF0292.The dynamic height is computed by dividing the NAVD 88
 JF0292.geopotential number by the normal gravity value computed on the
 JF0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0292.degrees latitude (g = 980.6199 gals.).
 JF0292
 JF0292.The modeled gravity was interpolated from observed gravity values.
 JF0292
 JF0292;                    North         East    Units  Estimated Accuracy
 JF0292;SPC KS S     -   593,790.      567,420.      MT  (+/- 180 meters Scaled)
 JF0292
 JF0292                          SUPERSEDED SURVEY CONTROL
 JF0292
 JF0292  NGVD 29 (??/??/92)  362.764  (m)         1190.17   (f) ADJ UNCH    2 0
 JF0292
 JF0292.Superseded values are not recommended for survey control.
 JF0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0292.See file dsdata.txt to determine how the superseded data were derived.
 JF0292
 JF0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH110526(NAD 83)
 JF0292_MARKER: Q = CHISELED SQUARE
 JF0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0292_SP_SET: ABUTMENT
 JF0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0292
 JF0292  HISTORY     - Date     Condition        Report By
 JF0292  HISTORY     - UNK      MONUMENTED       CGS
 JF0292  HISTORY     - 1934     GOOD             NGS
 JF0292  HISTORY     - 1938     GOOD             NGS
 JF0292
 JF0292                          STATION DESCRIPTION
 JF0292
 JF0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0292'4.4 MI E FROM ELMDALE.
 JF0292'4.4 MILES EAST BY RAIL ALONG RIGHT-OF-WAY OF SANTA FE R.R. CO.
 JF0292'697 FT. WEST OF MILE POST 134 + 00 NORTH WEST CORNER EAST
 JF0292'ABUTMENT BRIDGE NO. 134 - B
 JF0292
 JF0292                          STATION RECOVERY (1938)
 JF0292
 JF0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0286 ***********************************************************************
 JF0286  DESIGNATION -  137 A
 JF0286  PID         -  JF0286
 JF0286  STATE/COUNTY-  KS/CHASE
 JF0286  USGS QUAD   -  HYMER (1989)
 JF0286
 JF0286                         *CURRENT SURVEY CONTROL
 JF0286  ___________________________________________________________________
 JF0286* NAD 83(1986)-  38 22 42.     (N)    096 38 31.     (W)     SCALED    
 JF0286* NAVD 88     -       366.046  (meters)    1200.94   (feet)  ADJUSTED  
 JF0286  ___________________________________________________________________
 JF0286  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 JF0286  DYNAMIC HT  -         365.780 (meters)    1200.06  (feet)  COMP
 JF0286  MODELED GRAV-     979,891.0   (mgal)                       NAVD 88
 JF0286
 JF0286  VERT ORDER  -  SECOND    CLASS 0
 JF0286
 JF0286.The horizontal coordinates were scaled from a topographic map and have
 JF0286.an estimated accuracy of +/- 6 seconds.
 JF0286
 JF0286.The orthometric height was determined by differential leveling
 JF0286.and adjusted by the National Geodetic Survey in June 1991..
 JF0286
 JF0286.The geoid height was determined by GEOID03.
 JF0286
 JF0286.The dynamic height is computed by dividing the NAVD 88
 JF0286.geopotential number by the normal gravity value computed on the
 JF0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0286.degrees latitude (g = 980.6199 gals.).
 JF0286
 JF0286.The modeled gravity was interpolated from observed gravity values.
 JF0286
 JF0286;                    North         East    Units  Estimated Accuracy
 JF0286;SPC KS S     -   591,590.      562,340.      MT  (+/- 180 meters Scaled)
 JF0286
 JF0286                          SUPERSEDED SURVEY CONTROL
 JF0286
 JF0286  NGVD 29 (??/??/92)  365.913  (m)         1200.50   (f) ADJ UNCH    2 0
 JF0286
 JF0286.Superseded values are not recommended for survey control.
 JF0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0286.See file dsdata.txt to determine how the superseded data were derived.
 JF0286
 JF0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH059504(NAD 83)
 JF0286_MARKER: Q = CHISELED SQUARE
 JF0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0286_SP_SET: BRIDGE SEAT
 JF0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0286
 JF0286  HISTORY     - Date     Condition        Report By
 JF0286  HISTORY     - UNK      MONUMENTED       CGS
 JF0286  HISTORY     - 1934     GOOD             NGS
 JF0286  HISTORY     - 1938     GOOD             NGS
 JF0286
 JF0286                          STATION DESCRIPTION
 JF0286
 JF0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0286'0.5 MI E FROM ELMDALE.
 JF0286'0.5 MILES BY RAIL EAST ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0286'R.R. CO.  NORTH END BRIDGE-SEAT (E. ABT.) 5074 FT. WEST OF MILE
 JF0286'POST 137
 JF0286
 JF0286                          STATION RECOVERY (1938)
 JF0286
 JF0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0287 ***********************************************************************
 JF0287  DESIGNATION -  137+00
 JF0287  PID         -  JF0287
 JF0287  STATE/COUNTY-  KS/CHASE
 JF0287  USGS QUAD   -  HYMER (1989)
 JF0287
 JF0287                         *CURRENT SURVEY CONTROL
 JF0287  ___________________________________________________________________
 JF0287* NAD 83(1986)-  38 23 22.     (N)    096 37 51.     (W)     SCALED    
 JF0287* NAVD 88     -       364.455  (meters)    1195.72   (feet)  ADJUSTED  
 JF0287  ___________________________________________________________________
 JF0287  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 JF0287  DYNAMIC HT  -         364.190 (meters)    1194.85  (feet)  COMP
 JF0287  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 JF0287
 JF0287  VERT ORDER  -  SECOND    CLASS 0
 JF0287
 JF0287.The horizontal coordinates were scaled from a topographic map and have
 JF0287.an estimated accuracy of +/- 6 seconds.
 JF0287
 JF0287.The orthometric height was determined by differential leveling
 JF0287.and adjusted by the National Geodetic Survey in June 1991..
 JF0287
 JF0287.The geoid height was determined by GEOID03.
 JF0287
 JF0287.The dynamic height is computed by dividing the NAVD 88
 JF0287.geopotential number by the normal gravity value computed on the
 JF0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0287.degrees latitude (g = 980.6199 gals.).
 JF0287
 JF0287.The modeled gravity was interpolated from observed gravity values.
 JF0287
 JF0287;                    North         East    Units  Estimated Accuracy
 JF0287;SPC KS S     -   592,840.      563,290.      MT  (+/- 180 meters Scaled)
 JF0287
 JF0287                          SUPERSEDED SURVEY CONTROL
 JF0287
 JF0287  NGVD 29 (??/??/92)  364.323  (m)         1195.28   (f) ADJ UNCH    2 0
 JF0287
 JF0287.Superseded values are not recommended for survey control.
 JF0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0287.See file dsdata.txt to determine how the superseded data were derived.
 JF0287
 JF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH069516(NAD 83)
 JF0287_MARKER: B = BOLT
 JF0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0287_SP_SET: CONCRETE MONUMENT
 JF0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0287
 JF0287  HISTORY     - Date     Condition        Report By
 JF0287  HISTORY     - UNK      MONUMENTED       CGS
 JF0287  HISTORY     - 1934     GOOD             NGS
 JF0287  HISTORY     - 1938     GOOD             NGS
 JF0287
 JF0287                          STATION DESCRIPTION
 JF0287
 JF0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0287'1.4 MI E FROM ELMDALE.
 JF0287'1.4 MILES EAST BY RAIL ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0287'R.R. CO.  50 FT. NORTH CENTER-LINE OF NORTH TRACK OPPOSITE MILE
 JF0287'POST NO. 137+00 NOTE-- POST HOLDING BOLT LEANS TOWARD RAIL, BUT
 JF0287'IS SOLID.
 JF0287
 JF0287                          STATION RECOVERY (1938)
 JF0287
 JF0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0800 ***********************************************************************
 KE0800  DESIGNATION -  139 L
 KE0800  PID         -  KE0800
 KE0800  STATE/COUNTY-  KS/SHAWNEE
 KE0800  USGS QUAD   -  ROSSVILLE (1982)
 KE0800
 KE0800                         *CURRENT SURVEY CONTROL
 KE0800  ___________________________________________________________________
 KE0800* NAD 83(1986)-  39 09 39.     (N)    095 59 55.     (W)     SCALED    
 KE0800* NAVD 88     -       285.826  (meters)     937.75   (feet)  ADJUSTED  
 KE0800  ___________________________________________________________________
 KE0800  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 KE0800  DYNAMIC HT  -         285.642 (meters)     937.14  (feet)  COMP
 KE0800  MODELED GRAV-     979,977.7   (mgal)                       NAVD 88
 KE0800
 KE0800  VERT ORDER  -  FIRST     CLASS II
 KE0800
 KE0800.The horizontal coordinates were scaled from a topographic map and have
 KE0800.an estimated accuracy of +/- 6 seconds.
 KE0800
 KE0800.The orthometric height was determined by differential leveling
 KE0800.and adjusted by the National Geodetic Survey in June 1991..
 KE0800
 KE0800.The geoid height was determined by GEOID03.
 KE0800
 KE0800.The dynamic height is computed by dividing the NAVD 88
 KE0800.geopotential number by the normal gravity value computed on the
 KE0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0800.degrees latitude (g = 980.6199 gals.).
 KE0800
 KE0800.The modeled gravity was interpolated from observed gravity values.
 KE0800
 KE0800;                    North         East    Units  Estimated Accuracy
 KE0800;SPC KS N     -    93,770.      572,960.      MT  (+/- 180 meters Scaled)
 KE0800
 KE0800                          SUPERSEDED SURVEY CONTROL
 KE0800
 KE0800  NGVD 29 (??/??/92)  285.746  (m)          937.49   (f) ADJ UNCH    1 2
 KE0800
 KE0800.Superseded values are not recommended for survey control.
 KE0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0800.See file dsdata.txt to determine how the superseded data were derived.
 KE0800
 KE0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD409389(NAD 83)
 KE0800_MARKER: DE = TRAVERSE STATION DISK
 KE0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0800_SP_SET: CONCRETE POST
 KE0800_STAMPING: 139 L 1939
 KE0800_MARK LOGO: USGS  
 KE0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0800+STABILITY: SURFACE MOTION
 KE0800
 KE0800  HISTORY     - Date     Condition        Report By
 KE0800  HISTORY     - 1939     MONUMENTED       USGS
 KE0800  HISTORY     - 1952     GOOD             NGS
 KE0800  HISTORY     - 1986     POOR             NGS
 KE0800
 KE0800                          STATION DESCRIPTION
 KE0800
 KE0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KE0800'3.1 MI NW FROM ROSSVILLE.
 KE0800'ALONG THE UNION PACIFIC RAILROAD, 75.5 FEET SOUTHWEST OF THE
 KE0800'FOURTH POLE NORTHWEST OF MILEPOST 87, 73 FEET SOUTH OF A ROAD
 KE0800'CROSSING, 38 FEET EAST OF THE CENTER OF GRAVEL ROAD, 45.5 FEET
 KE0800'NORTHEAST OF THE CENTER OF U.S. HIGHWAYS 24 AND 40, 38.6 FEET
 KE0800'SOUTHWEST OF THE CENTER OF TRACK, 21 FEET NORTH OF CONCRETE
 KE0800'FENCE CORNER POST, 15 FEET NORTHEAST OF A POWER POLE, 14.5 FEET
 KE0800'NORTHWEST OF A POLA (NOT MARKED), AND PROJECTS 4 INCHES.
 KE0800
 KE0800                          STATION RECOVERY (1986)
 KE0800
 KE0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0800'THE MARK WAS RECOVERED IN POOR CONDITION AND DOES NOT MEET NGS
 KE0800'STANDARDS AND WAS NOT LEVELED THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0284 ***********************************************************************
 JF0284  DESIGNATION -  139+3980
 JF0284  PID         -  JF0284
 JF0284  STATE/COUNTY-  KS/CHASE
 JF0284  USGS QUAD   -  ELMDALE (1989)
 JF0284
 JF0284                         *CURRENT SURVEY CONTROL
 JF0284  ___________________________________________________________________
 JF0284* NAD 83(1986)-  38 21 44.     (N)    096 39 35.     (W)     SCALED    
 JF0284* NAVD 88     -       367.623  (meters)    1206.11   (feet)  ADJUSTED  
 JF0284  ___________________________________________________________________
 JF0284  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 JF0284  DYNAMIC HT  -         367.355 (meters)    1205.23  (feet)  COMP
 JF0284  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 JF0284
 JF0284  VERT ORDER  -  SECOND    CLASS 0
 JF0284
 JF0284.The horizontal coordinates were scaled from a topographic map and have
 JF0284.an estimated accuracy of +/- 6 seconds.
 JF0284
 JF0284.The orthometric height was determined by differential leveling
 JF0284.and adjusted by the National Geodetic Survey in June 1991..
 JF0284
 JF0284.The geoid height was determined by GEOID03.
 JF0284
 JF0284.The dynamic height is computed by dividing the NAVD 88
 JF0284.geopotential number by the normal gravity value computed on the
 JF0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0284.degrees latitude (g = 980.6199 gals.).
 JF0284
 JF0284.The modeled gravity was interpolated from observed gravity values.
 JF0284
 JF0284;                    North         East    Units  Estimated Accuracy
 JF0284;SPC KS S     -   589,770.      560,820.      MT  (+/- 180 meters Scaled)
 JF0284
 JF0284                          SUPERSEDED SURVEY CONTROL
 JF0284
 JF0284  NGVD 29 (??/??/92)  367.488  (m)         1205.67   (f) ADJ UNCH    2 0
 JF0284
 JF0284.Superseded values are not recommended for survey control.
 JF0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0284.See file dsdata.txt to determine how the superseded data were derived.
 JF0284
 JF0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH044485(NAD 83)
 JF0284_MARKER: X = CHISELED CROSS
 JF0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0284_SP_SET: SIGNAL BASE
 JF0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0284
 JF0284  HISTORY     - Date     Condition        Report By
 JF0284  HISTORY     - UNK      MONUMENTED       CGS
 JF0284  HISTORY     - 1934     GOOD             NGS
 JF0284  HISTORY     - 1938     GOOD             NGS
 JF0284
 JF0284                          STATION DESCRIPTION
 JF0284
 JF0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0284'1 MI W FROM ELMDALE.
 JF0284'1 MILES BY RAIL WEST ALONG THE RIGHT-OF-WAY OF THE SANTA FE R.R.
 JF0284'CO.  S.E. CORNER OF NORTH SIGNAL-BASE 2376 FT. WEST OF MILE POST
 JF0284'139
 JF0284
 JF0284                          STATION RECOVERY (1938)
 JF0284
 JF0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0686 ***********************************************************************
 KE0686  DESIGNATION -  14
 KE0686  PID         -  KE0686
 KE0686  STATE/COUNTY-  KS/ATCHISON
 KE0686  USGS QUAD   -  NORTONVILLE (1979)
 KE0686
 KE0686                         *CURRENT SURVEY CONTROL
 KE0686  ___________________________________________________________________
 KE0686* NAD 83(1986)-  39 26 50.     (N)    095 17 55.     (W)     SCALED    
 KE0686* NAVD 88     -       322.298  (meters)    1057.41   (feet)  ADJUSTED  
 KE0686  ___________________________________________________________________
 KE0686  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KE0686  DYNAMIC HT  -         322.095 (meters)    1056.74  (feet)  COMP
 KE0686  MODELED GRAV-     979,989.8   (mgal)                       NAVD 88
 KE0686
 KE0686  VERT ORDER  -  SECOND    CLASS 0
 KE0686
 KE0686.The horizontal coordinates were scaled from a topographic map and have
 KE0686.an estimated accuracy of +/- 6 seconds.
 KE0686
 KE0686.The orthometric height was determined by differential leveling
 KE0686.and adjusted by the National Geodetic Survey in June 1991..
 KE0686
 KE0686.The geoid height was determined by GEOID03.
 KE0686
 KE0686.The dynamic height is computed by dividing the NAVD 88
 KE0686.geopotential number by the normal gravity value computed on the
 KE0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0686.degrees latitude (g = 980.6199 gals.).
 KE0686
 KE0686.The modeled gravity was interpolated from observed gravity values.
 KE0686
 KE0686;                    North         East    Units  Estimated Accuracy
 KE0686;SPC KS N     -   127,120.      632,490.      MT  (+/- 180 meters Scaled)
 KE0686
 KE0686                          SUPERSEDED SURVEY CONTROL
 KE0686
 KE0686  NGVD 29 (??/??/92)  322.184  (m)         1057.03   (f) ADJ UNCH    2 0
 KE0686
 KE0686.Superseded values are not recommended for survey control.
 KE0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0686.See file dsdata.txt to determine how the superseded data were derived.
 KE0686
 KE0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD022689(NAD 83)
 KE0686_MARKER: DB = BENCH MARK DISK
 KE0686_SETTING: 0 = UNSPECIFIED SETTING
 KE0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0686
 KE0686  HISTORY     - Date     Condition        Report By
 KE0686  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0686  HISTORY     - 1935     GOOD             NGS
 KE0686
 KE0686                          STATION DESCRIPTION
 KE0686
 KE0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KE0686'2.7 MI NE FROM NORTONVILLE.
 KE0686'IN ATCHISON COUNTY, 2.7 MILES NORTHEAST ALONG THE ATCHISON,
 KE0686'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT NORTONVILLE,
 KE0686'JEFFERSON COUNTY, OPPOSITE MILEPOST 14, AND 6 FEET NORTH OF
 KE0686'THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 KE0686'OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0702 ***********************************************************************
 HF0702  DESIGNATION -  14
 HF0702  PID         -  HF0702
 HF0702  STATE/COUNTY-  KS/COWLEY
 HF0702  USGS QUAD   -  AKRON (1965)
 HF0702
 HF0702                         *CURRENT SURVEY CONTROL
 HF0702  ___________________________________________________________________
 HF0702* NAD 83(1986)-  37 18 06.     (N)    097 01 12.     (W)     SCALED    
 HF0702* NAVD 88     -       351.317  (meters)    1152.61   (feet)  ADJUSTED  
 HF0702  ___________________________________________________________________
 HF0702  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF0702  DYNAMIC HT  -         351.031 (meters)    1151.67  (feet)  COMP
 HF0702  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 HF0702
 HF0702  VERT ORDER  -  SECOND    CLASS 0
 HF0702
 HF0702.The horizontal coordinates were scaled from a topographic map and have
 HF0702.an estimated accuracy of +/- 6 seconds.
 HF0702
 HF0702.The orthometric height was determined by differential leveling
 HF0702.and adjusted by the National Geodetic Survey in June 1991..
 HF0702
 HF0702.The geoid height was determined by GEOID03.
 HF0702
 HF0702.The dynamic height is computed by dividing the NAVD 88
 HF0702.geopotential number by the normal gravity value computed on the
 HF0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0702.degrees latitude (g = 980.6199 gals.).
 HF0702
 HF0702.The modeled gravity was interpolated from observed gravity values.
 HF0702
 HF0702;                    North         East    Units  Estimated Accuracy
 HF0702;SPC KS S     -   471,520.      531,210.      MT  (+/- 180 meters Scaled)
 HF0702
 HF0702                          SUPERSEDED SURVEY CONTROL
 HF0702
 HF0702  NGVD 29 (??/??/92)  351.183  (m)         1152.17   (f) ADJ UNCH    2 0
 HF0702
 HF0702.Superseded values are not recommended for survey control.
 HF0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0702.See file dsdata.txt to determine how the superseded data were derived.
 HF0702
 HF0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG754301(NAD 83)
 HF0702_MARKER: B = BOLT
 HF0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0702+STABILITY: SURFACE MOTION
 HF0702
 HF0702  HISTORY     - Date     Condition        Report By
 HF0702  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0702  HISTORY     - 1935     GOOD             NGS
 HF0702
 HF0702                          STATION DESCRIPTION
 HF0702
 HF0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0702'3.5 MI S FROM AKRON.
 HF0702'3.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0702'FROM AKRON, COWLEY COUNTY, AT MILEPOST 226, AND 50 FEET WEST OF
 HF0702'THE CENTERLINE OF THE TRACK.  AN IRON BOLT, SET IN THE TOP
 HF0702'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1278 ***********************************************************************
 HF1278  DESIGNATION -  14 B
 HF1278  PID         -  HF1278
 HF1278  STATE/COUNTY-  KS/COWLEY
 HF1278  USGS QUAD   -  UDALL (1983)
 HF1278
 HF1278                         *CURRENT SURVEY CONTROL
 HF1278  ___________________________________________________________________
 HF1278* NAD 83(1997)-  37 23 26.65309(N)    097 06 47.37501(W)     ADJUSTED  
 HF1278* NAVD 88     -       386.38   (+/-2cm)    1267.6    (feet)  VERTCON   
 HF1278  ___________________________________________________________________
 HF1278  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 HF1278  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HF1278
 HF1278  HORZ ORDER  -  SECOND
 HF1278  VERT ORDER  -  THIRD ? (See Below)
 HF1278
 HF1278.The horizontal coordinates were established by classical geodetic methods
 HF1278.and adjusted by the National Geodetic Survey in October 1998..
 HF1278
 HF1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1278.The vertical order pertains to the NGVD 29 superseded value.
 HF1278
 HF1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1278
 HF1278.The geoid height was determined by GEOID03.
 HF1278
 HF1278;                    North         East     Units Scale Factor Converg.
 HF1278;SPC KS S     -   481,274.318   522,803.192   MT  0.99997792   +0 51 08.1
 HF1278;UTM  14      - 4,139,889.956   667,028.663   MT  0.99994366   +1 08 45.8
 HF1278
 HF1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1278!SPC KS S     -   0.99994390  x   0.99997792  =   0.99992183
 HF1278!UTM  14      -   0.99994390  x   0.99994366  =   0.99988757
 HF1278
 HF1278                          SUPERSEDED SURVEY CONTROL
 HF1278
 HF1278  NAD 83(1997)-  37 23 26.65651(N)    097 06 47.36897(W) AD(       ) 2
 HF1278  NAD 83(1986)-  37 23 26.66444(N)    097 06 47.36768(W) AD(       ) 2
 HF1278  NAD 27      -  37 23 26.58652(N)    097 06 46.22445(W) AD(       ) 2
 HF1278  NGVD 29 (07/19/86)  386.26   (m)         1267.3    (f) LEVELING    3  
 HF1278
 HF1278.Superseded values are not recommended for survey control.
 HF1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1278.See file dsdata.txt to determine how the superseded data were derived.
 HF1278
 HF1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6702939890(NAD 83)
 HF1278_MARKER: DS = TRIANGULATION STATION DISK
 HF1278_SETTING: 0 = UNSPECIFIED SETTING
 HF1278
 HF1278  HISTORY     - Date     Condition        Report By
 HF1278  HISTORY     - 1957     MONUMENTED       USGS
 HF1278
 HF1278                          STATION DESCRIPTION
 HF1278
 HF1278'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (WRH)
 HF1278'THE STATION IS LOCATED AT THE EDGE OF THE TOWN OF UDALL,
 HF1278'ALONG STATE HIGHWAY 15 AND ABOUT 0.1 MILE NORTHWEST OF THE
 HF1278'INTERSECTION OF STATE HIGHWAYS 15 AND 55.
 HF1278'
 HF1278'THE MARK IS A STANDARD BRONZE DISK STAMPED 14 B 1942, SET IN
 HF1278'THE TOP OF A CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES.
 HF1278'IT IS 528.55 METERS, 1734.08 FEET EAST NORTHEAST OF TRIANGULATION
 HF1278'STATION UDALL.  THE CENTER OF THE MARK WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0282 ***********************************************************************
 JF0282  DESIGNATION -  140 A
 JF0282  PID         -  JF0282
 JF0282  STATE/COUNTY-  KS/CHASE
 JF0282  USGS QUAD   -  ELMDALE (1989)
 JF0282
 JF0282                         *CURRENT SURVEY CONTROL
 JF0282  ___________________________________________________________________
 JF0282* NAD 83(1986)-  38 20 57.     (N)    096 40 24.     (W)     SCALED    
 JF0282* NAVD 88     -       368.950  (meters)    1210.46   (feet)  ADJUSTED  
 JF0282  ___________________________________________________________________
 JF0282  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 JF0282  DYNAMIC HT  -         368.682 (meters)    1209.58  (feet)  COMP
 JF0282  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 JF0282
 JF0282  VERT ORDER  -  SECOND    CLASS 0
 JF0282
 JF0282.The horizontal coordinates were scaled from a topographic map and have
 JF0282.an estimated accuracy of +/- 6 seconds.
 JF0282
 JF0282.The orthometric height was determined by differential leveling
 JF0282.and adjusted by the National Geodetic Survey in June 1991..
 JF0282
 JF0282.The geoid height was determined by GEOID03.
 JF0282
 JF0282.The dynamic height is computed by dividing the NAVD 88
 JF0282.geopotential number by the normal gravity value computed on the
 JF0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0282.degrees latitude (g = 980.6199 gals.).
 JF0282
 JF0282.The modeled gravity was interpolated from observed gravity values.
 JF0282
 JF0282;                    North         East    Units  Estimated Accuracy
 JF0282;SPC KS S     -   588,300.      559,660.      MT  (+/- 180 meters Scaled)
 JF0282
 JF0282                          SUPERSEDED SURVEY CONTROL
 JF0282
 JF0282  NGVD 29 (??/??/92)  368.814  (m)         1210.02   (f) ADJ UNCH    2 0
 JF0282
 JF0282.Superseded values are not recommended for survey control.
 JF0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0282.See file dsdata.txt to determine how the superseded data were derived.
 JF0282
 JF0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH033471(NAD 83)
 JF0282_MARKER: X = CHISELED CROSS
 JF0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0282_SP_SET: WINGWAL
 JF0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0282
 JF0282  HISTORY     - Date     Condition        Report By
 JF0282  HISTORY     - UNK      MONUMENTED       CGS
 JF0282  HISTORY     - 1934     GOOD             NGS
 JF0282  HISTORY     - 1938     GOOD             NGS
 JF0282
 JF0282                          STATION DESCRIPTION
 JF0282
 JF0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0282'2.2 MI W FROM ELMDALE.
 JF0282'2.2 MILES BY RAIL WEST ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0282'R.R. CO.  N.E. CORNER OF NORTH WING-WALL (WEST ABUTMENT) 3118 FT.
 JF0282'WEST OF MILE POST 140
 JF0282
 JF0282                          STATION RECOVERY (1938)
 JF0282
 JF0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0714 ***********************************************************************
 JF0714  DESIGNATION -  14+00
 JF0714  PID         -  JF0714
 JF0714  STATE/COUNTY-  KS/MARION
 JF0714  USGS QUAD   -  MARION (1985)
 JF0714
 JF0714                         *CURRENT SURVEY CONTROL
 JF0714  ___________________________________________________________________
 JF0714* NAD 83(1986)-  38 21 21.     (N)    097 05 16.     (W)     SCALED    
 JF0714* NAVD 88     -       407.505  (meters)    1336.96   (feet)  ADJUSTED  
 JF0714  ___________________________________________________________________
 JF0714  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 JF0714  DYNAMIC HT  -         407.204 (meters)    1335.97  (feet)  COMP
 JF0714  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 JF0714
 JF0714  VERT ORDER  -  SECOND    CLASS 0
 JF0714
 JF0714.The horizontal coordinates were scaled from a topographic map and have
 JF0714.an estimated accuracy of +/- 6 seconds.
 JF0714
 JF0714.The orthometric height was determined by differential leveling
 JF0714.and adjusted by the National Geodetic Survey in June 1991..
 JF0714
 JF0714.The geoid height was determined by GEOID03.
 JF0714
 JF0714.The dynamic height is computed by dividing the NAVD 88
 JF0714.geopotential number by the normal gravity value computed on the
 JF0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0714.degrees latitude (g = 980.6199 gals.).
 JF0714
 JF0714.The modeled gravity was interpolated from observed gravity values.
 JF0714
 JF0714;                    North         East    Units  Estimated Accuracy
 JF0714;SPC KS S     -   588,410.      523,430.      MT  (+/- 180 meters Scaled)
 JF0714
 JF0714                          SUPERSEDED SURVEY CONTROL
 JF0714
 JF0714  NGVD 29 (??/??/92)  407.344  (m)         1336.43   (f) ADJ UNCH    2 0
 JF0714
 JF0714.Superseded values are not recommended for survey control.
 JF0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0714.See file dsdata.txt to determine how the superseded data were derived.
 JF0714
 JF0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH670470(NAD 83)
 JF0714_MARKER: B = BOLT
 JF0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0714+STABILITY: SURFACE MOTION
 JF0714
 JF0714  HISTORY     - Date     Condition        Report By
 JF0714  HISTORY     - UNK      MONUMENTED       CGS
 JF0714  HISTORY     - 1934     GOOD             NGS
 JF0714
 JF0714                          STATION DESCRIPTION
 JF0714
 JF0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0714'4.6 MI W FROM MARION.
 JF0714'4.6 MILES WEST BY RAIL, LOCATED ALONG THE R. OF W. OF THE
 JF0714'SANTA FE R.R. CO.  AT MILE POST 14.  49 FT. L. OR SOUTH OF THE
 JF0714'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0281 ***********************************************************************
 JF0281  DESIGNATION -  141 A
 JF0281  PID         -  JF0281
 JF0281  STATE/COUNTY-  KS/CHASE
 JF0281  USGS QUAD   -  ELMDALE (1989)
 JF0281
 JF0281                         *CURRENT SURVEY CONTROL
 JF0281  ___________________________________________________________________
 JF0281* NAD 83(1986)-  38 20 31.     (N)    096 40 51.     (W)     SCALED    
 JF0281* NAVD 88     -       372.037  (meters)    1220.59   (feet)  ADJUSTED  
 JF0281  ___________________________________________________________________
 JF0281  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 JF0281  DYNAMIC HT  -         371.767 (meters)    1219.71  (feet)  COMP
 JF0281  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 JF0281
 JF0281  VERT ORDER  -  SECOND    CLASS 0
 JF0281
 JF0281.The horizontal coordinates were scaled from a topographic map and have
 JF0281.an estimated accuracy of +/- 6 seconds.
 JF0281
 JF0281.The orthometric height was determined by differential leveling
 JF0281.and adjusted by the National Geodetic Survey in June 1991..
 JF0281
 JF0281.The geoid height was determined by GEOID03.
 JF0281
 JF0281.The dynamic height is computed by dividing the NAVD 88
 JF0281.geopotential number by the normal gravity value computed on the
 JF0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0281.degrees latitude (g = 980.6199 gals.).
 JF0281
 JF0281.The modeled gravity was interpolated from observed gravity values.
 JF0281
 JF0281;                    North         East    Units  Estimated Accuracy
 JF0281;SPC KS S     -   587,490.      559,020.      MT  (+/- 180 meters Scaled)
 JF0281
 JF0281                          SUPERSEDED SURVEY CONTROL
 JF0281
 JF0281  NGVD 29 (??/??/92)  371.901  (m)         1220.15   (f) ADJ UNCH    2 0
 JF0281
 JF0281.Superseded values are not recommended for survey control.
 JF0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0281.See file dsdata.txt to determine how the superseded data were derived.
 JF0281
 JF0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH026463(NAD 83)
 JF0281_MARKER: Q = CHISELED SQUARE
 JF0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0281_SP_SET: BRIDGE SEAT
 JF0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0281
 JF0281  HISTORY     - Date     Condition        Report By
 JF0281  HISTORY     - UNK      MONUMENTED       CGS
 JF0281  HISTORY     - 1934     GOOD             NGS
 JF0281  HISTORY     - 1938     GOOD             NGS
 JF0281
 JF0281                          STATION DESCRIPTION
 JF0281
 JF0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0281'2.9 MI W FROM ELMDALE.
 JF0281'2.9 MILES BY RAIL WEST ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0281'R.R. CO.  1152 FT. WEST OF MILE POST 141 NORTH END OF EAST
 JF0281'BRIDGE-SEAT BRIDGE 141-A
 JF0281
 JF0281                          STATION RECOVERY (1938)
 JF0281
 JF0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0280 ***********************************************************************
 JF0280  DESIGNATION -  142 A
 JF0280  PID         -  JF0280
 JF0280  STATE/COUNTY-  KS/CHASE
 JF0280  USGS QUAD   -  ELMDALE (1989)
 JF0280
 JF0280                         *CURRENT SURVEY CONTROL
 JF0280  ___________________________________________________________________
 JF0280* NAD 83(1986)-  38 19 54.     (N)    096 41 30.     (W)     SCALED    
 JF0280* NAVD 88     -       372.306  (meters)    1221.47   (feet)  ADJUSTED  
 JF0280  ___________________________________________________________________
 JF0280  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 JF0280  DYNAMIC HT  -         372.036 (meters)    1220.59  (feet)  COMP
 JF0280  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 JF0280
 JF0280  VERT ORDER  -  SECOND    CLASS 0
 JF0280
 JF0280.The horizontal coordinates were scaled from a topographic map and have
 JF0280.an estimated accuracy of +/- 6 seconds.
 JF0280
 JF0280.The orthometric height was determined by differential leveling
 JF0280.and adjusted by the National Geodetic Survey in June 1991..
 JF0280
 JF0280.The geoid height was determined by GEOID03.
 JF0280
 JF0280.The dynamic height is computed by dividing the NAVD 88
 JF0280.geopotential number by the normal gravity value computed on the
 JF0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0280.degrees latitude (g = 980.6199 gals.).
 JF0280
 JF0280.The modeled gravity was interpolated from observed gravity values.
 JF0280
 JF0280;                    North         East    Units  Estimated Accuracy
 JF0280;SPC KS S     -   586,330.      558,100.      MT  (+/- 180 meters Scaled)
 JF0280
 JF0280                          SUPERSEDED SURVEY CONTROL
 JF0280
 JF0280  NGVD 29 (??/??/92)  372.170  (m)         1221.03   (f) ADJ UNCH    2 0
 JF0280
 JF0280.Superseded values are not recommended for survey control.
 JF0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0280.See file dsdata.txt to determine how the superseded data were derived.
 JF0280
 JF0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH017451(NAD 83)
 JF0280_MARKER: Q = CHISELED SQUARE
 JF0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0280_SP_SET: BRIDGE SEAT
 JF0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0280
 JF0280  HISTORY     - Date     Condition        Report By
 JF0280  HISTORY     - UNK      MONUMENTED       CGS
 JF0280  HISTORY     - 1934     GOOD             NGS
 JF0280  HISTORY     - 1938     GOOD             NGS
 JF0280
 JF0280                          STATION DESCRIPTION
 JF0280
 JF0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0280'3.8 MI W FROM ELMDALE.
 JF0280'3.8 MILES BY RAIL WEST ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0280'R.R. CO.  NORTH END EAST BRIDGE-SEAT BRIDGE (142-A) 693 FT. WEST
 JF0280'OF MILE POST 142
 JF0280
 JF0280                          STATION RECOVERY (1938)
 JF0280
 JF0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0278 ***********************************************************************
 JF0278  DESIGNATION -  142 B RESET
 JF0278  PID         -  JF0278
 JF0278  STATE/COUNTY-  KS/CHASE
 JF0278  USGS QUAD   -  ELMDALE (1989)
 JF0278
 JF0278                         *CURRENT SURVEY CONTROL
 JF0278  ___________________________________________________________________
 JF0278* NAD 83(1986)-  38 19 41.     (N)    096 41 46.     (W)     SCALED    
 JF0278* NAVD 88     -       372.780  (meters)    1223.03   (feet)  ADJUSTED  
 JF0278  ___________________________________________________________________
 JF0278  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 JF0278  DYNAMIC HT  -         372.509 (meters)    1222.14  (feet)  COMP
 JF0278  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 JF0278
 JF0278  VERT ORDER  -  SECOND    CLASS 0
 JF0278
 JF0278.The horizontal coordinates were scaled from a topographic map and have
 JF0278.an estimated accuracy of +/- 6 seconds.
 JF0278
 JF0278.The orthometric height was determined by differential leveling
 JF0278.and adjusted by the National Geodetic Survey in June 1991..
 JF0278
 JF0278.The geoid height was determined by GEOID03.
 JF0278
 JF0278.The dynamic height is computed by dividing the NAVD 88
 JF0278.geopotential number by the normal gravity value computed on the
 JF0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0278.degrees latitude (g = 980.6199 gals.).
 JF0278
 JF0278.The modeled gravity was interpolated from observed gravity values.
 JF0278
 JF0278;                    North         East    Units  Estimated Accuracy
 JF0278;SPC KS S     -   585,920.      557,720.      MT  (+/- 180 meters Scaled)
 JF0278
 JF0278                          SUPERSEDED SURVEY CONTROL
 JF0278
 JF0278  NGVD 29 (??/??/92)  372.643  (m)         1222.58   (f) ADJ UNCH    2 0
 JF0278
 JF0278.Superseded values are not recommended for survey control.
 JF0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0278.See file dsdata.txt to determine how the superseded data were derived.
 JF0278
 JF0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH013447(NAD 83)
 JF0278_MARKER: Q = CHISELED SQUARE
 JF0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0278_SP_SET: CONCRETE
 JF0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0278
 JF0278  HISTORY     - Date     Condition        Report By
 JF0278  HISTORY     - UNK      MONUMENTED       RBNF
 JF0278  HISTORY     - 1938     GOOD             NGS
 JF0278
 JF0278                          STATION DESCRIPTION
 JF0278
 JF0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JF0278'3.2 MI E FROM CLEMENTS.
 JF0278'3.2 MILES EAST OF STATION.  ALONG U.S. HIGHWAY 50S AND A.T.S.F.
 JF0278'RAILROAD.  CHISELED SQUARE IN SOUTH WINGWALL OF WEST ABUTMENT OF
 JF0278'CONCRETE HIGHWAY BRIDGE.  15 FT. SOUTH OF CENTER-LINE OF HIGHWAY
 JF0278'U.S. 50S.  100 FT. NORTH OF NORTH RAIL.  5 FT. ABOVE TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0274 ***********************************************************************
 JF0274  DESIGNATION -  143 C
 JF0274  PID         -  JF0274
 JF0274  STATE/COUNTY-  KS/CHASE
 JF0274  USGS QUAD   -  ELMDALE (1989)
 JF0274
 JF0274                         *CURRENT SURVEY CONTROL
 JF0274  ___________________________________________________________________
 JF0274* NAD 83(1986)-  38 18 54.     (N)    096 43 04.     (W)     SCALED    
 JF0274* NAVD 88     -       372.637  (meters)    1222.56   (feet)  ADJUSTED  
 JF0274  ___________________________________________________________________
 JF0274  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 JF0274  DYNAMIC HT  -         372.365 (meters)    1221.67  (feet)  COMP
 JF0274  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 JF0274
 JF0274  VERT ORDER  -  SECOND    CLASS 0
 JF0274
 JF0274.The horizontal coordinates were scaled from a topographic map and have
 JF0274.an estimated accuracy of +/- 6 seconds.
 JF0274
 JF0274.The orthometric height was determined by differential leveling
 JF0274.and adjusted by the National Geodetic Survey in June 1991..
 JF0274
 JF0274.The geoid height was determined by GEOID03.
 JF0274
 JF0274.The dynamic height is computed by dividing the NAVD 88
 JF0274.geopotential number by the normal gravity value computed on the
 JF0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0274.degrees latitude (g = 980.6199 gals.).
 JF0274
 JF0274.The modeled gravity was interpolated from observed gravity values.
 JF0274
 JF0274;                    North         East    Units  Estimated Accuracy
 JF0274;SPC KS S     -   584,430.      555,850.      MT  (+/- 180 meters Scaled)
 JF0274
 JF0274                          SUPERSEDED SURVEY CONTROL
 JF0274
 JF0274  NGVD 29 (??/??/92)  372.499  (m)         1222.11   (f) ADJ UNCH    2 0
 JF0274
 JF0274.Superseded values are not recommended for survey control.
 JF0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0274.See file dsdata.txt to determine how the superseded data were derived.
 JF0274
 JF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH995432(NAD 83)
 JF0274_MARKER: B = BOLT
 JF0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0274_SP_SET: BRIDGE WALL
 JF0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0274
 JF0274  HISTORY     - Date     Condition        Report By
 JF0274  HISTORY     - UNK      MONUMENTED       CGS
 JF0274  HISTORY     - 1934     GOOD             NGS
 JF0274  HISTORY     - 1938     GOOD             NGS
 JF0274
 JF0274                          STATION DESCRIPTION
 JF0274
 JF0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0274'5.6 MI W FROM ELMDALE.
 JF0274'5.6 MILES BY RAIL WEST ON THE RIGHT-OF-WAY OF THE SANTA FE R.R.
 JF0274'CO.  (NORTH) RIGHT PARAPET WALL, EAST ABUTMENT, BRIDGE (143-C)
 JF0274
 JF0274                          STATION RECOVERY (1938)
 JF0274
 JF0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0276 ***********************************************************************
 JF0276  DESIGNATION -  143+00
 JF0276  PID         -  JF0276
 JF0276  STATE/COUNTY-  KS/CHASE
 JF0276  USGS QUAD   -  ELMDALE (1989)
 JF0276
 JF0276                         *CURRENT SURVEY CONTROL
 JF0276  ___________________________________________________________________
 JF0276* NAD 83(1986)-  38 19 24.     (N)    096 42 14.     (W)     SCALED    
 JF0276* NAVD 88     -       371.297  (meters)    1218.16   (feet)  ADJUSTED  
 JF0276  ___________________________________________________________________
 JF0276  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 JF0276  DYNAMIC HT  -         371.026 (meters)    1217.27  (feet)  COMP
 JF0276  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 JF0276
 JF0276  VERT ORDER  -  SECOND    CLASS 0
 JF0276
 JF0276.The horizontal coordinates were scaled from a topographic map and have
 JF0276.an estimated accuracy of +/- 6 seconds.
 JF0276
 JF0276.The orthometric height was determined by differential leveling
 JF0276.and adjusted by the National Geodetic Survey in June 1991..
 JF0276.WARNING-Repeat measurements at this control monument indicate possible
 JF0276.vertical movement.
 JF0276
 JF0276.The geoid height was determined by GEOID03.
 JF0276
 JF0276.The dynamic height is computed by dividing the NAVD 88
 JF0276.geopotential number by the normal gravity value computed on the
 JF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0276.degrees latitude (g = 980.6199 gals.).
 JF0276
 JF0276.The modeled gravity was interpolated from observed gravity values.
 JF0276
 JF0276;                    North         East    Units  Estimated Accuracy
 JF0276;SPC KS S     -   585,380.      557,050.      MT  (+/- 180 meters Scaled)
 JF0276
 JF0276                          SUPERSEDED SURVEY CONTROL
 JF0276
 JF0276  NGVD 29 (??/??/92)  371.159  (m)         1217.71   (f) ADJ UNCH    2 0
 JF0276
 JF0276.Superseded values are not recommended for survey control.
 JF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0276.See file dsdata.txt to determine how the superseded data were derived.
 JF0276
 JF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH007441(NAD 83)
 JF0276_MARKER: Z = SEE DESCRIPTION
 JF0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0276_SP_SET: RAIL
 JF0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0276
 JF0276  HISTORY     - Date     Condition        Report By
 JF0276  HISTORY     - UNK      MONUMENTED       CGS
 JF0276  HISTORY     - 1934     GOOD             NGS
 JF0276  HISTORY     - 1938     GOOD             NGS
 JF0276
 JF0276                          STATION DESCRIPTION
 JF0276
 JF0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0276'4.7 MI W FROM ELMDALE.
 JF0276'4.7 MILES BY RAIL WEST ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0276'R.R. CO.  NORTH AND RIGHT OF RAILWAY MILE POST MARKER (143 + 00)
 JF0276
 JF0276                          STATION RECOVERY (1938)
 JF0276
 JF0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0711 ***********************************************************************
 JF0711  DESIGNATION -  14+4980
 JF0711  PID         -  JF0711
 JF0711  STATE/COUNTY-  KS/MARION
 JF0711  USGS QUAD   -  MARION (1985)
 JF0711
 JF0711                         *CURRENT SURVEY CONTROL
 JF0711  ___________________________________________________________________
 JF0711* NAD 83(1986)-  38 21 18.     (N)    097 06 19.     (W)     SCALED    
 JF0711* NAVD 88     -       415.102  (meters)    1361.88   (feet)  ADJUSTED  
 JF0711  ___________________________________________________________________
 JF0711  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 JF0711  DYNAMIC HT  -         414.795 (meters)    1360.87  (feet)  COMP
 JF0711  MODELED GRAV-     979,877.7   (mgal)                       NAVD 88
 JF0711
 JF0711  VERT ORDER  -  SECOND    CLASS 0
 JF0711
 JF0711.The horizontal coordinates were scaled from a topographic map and have
 JF0711.an estimated accuracy of +/- 6 seconds.
 JF0711
 JF0711.The orthometric height was determined by differential leveling
 JF0711.and adjusted by the National Geodetic Survey in June 1991..
 JF0711
 JF0711.The geoid height was determined by GEOID03.
 JF0711
 JF0711.The dynamic height is computed by dividing the NAVD 88
 JF0711.geopotential number by the normal gravity value computed on the
 JF0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0711.degrees latitude (g = 980.6199 gals.).
 JF0711
 JF0711.The modeled gravity was interpolated from observed gravity values.
 JF0711
 JF0711;                    North         East    Units  Estimated Accuracy
 JF0711;SPC KS S     -   588,300.      521,900.      MT  (+/- 180 meters Scaled)
 JF0711
 JF0711                          SUPERSEDED SURVEY CONTROL
 JF0711
 JF0711  NGVD 29 (??/??/92)  414.940  (m)         1361.35   (f) ADJ UNCH    2 0
 JF0711
 JF0711.Superseded values are not recommended for survey control.
 JF0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0711.See file dsdata.txt to determine how the superseded data were derived.
 JF0711
 JF0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH655469(NAD 83)
 JF0711_MARKER: B = BOLT
 JF0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0711+STABILITY: SURFACE MOTION
 JF0711
 JF0711  HISTORY     - Date     Condition        Report By
 JF0711  HISTORY     - UNK      MONUMENTED       CGS
 JF0711  HISTORY     - 1934     GOOD             NGS
 JF0711
 JF0711                          STATION DESCRIPTION
 JF0711
 JF0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0711'5.6 MI W FROM MARION.
 JF0711'5.6 MILES WEST BY RAIL.  LOCATED ALONG THE R. OF W. OF THE
 JF0711'SANTA FE R.R. CO.  300 FT. EAST OF MILE POST 15.  49 FT. L.
 JF0711'OR SOUTH OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0389 ***********************************************************************
 JF0389  DESIGNATION -  14+5129
 JF0389  PID         -  JF0389
 JF0389  STATE/COUNTY-  KS/MORRIS
 JF0389  USGS QUAD   -  BURDICK (1972)
 JF0389
 JF0389                         *CURRENT SURVEY CONTROL
 JF0389  ___________________________________________________________________
 JF0389* NAD 83(1986)-  38 34 01.     (N)    096 46 15.     (W)     SCALED    
 JF0389* NAVD 88     -       410.957  (meters)    1348.28   (feet)  ADJUSTED  
 JF0389  ___________________________________________________________________
 JF0389  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 JF0389  DYNAMIC HT  -         410.663 (meters)    1347.32  (feet)  COMP
 JF0389  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 JF0389
 JF0389  VERT ORDER  -  SECOND    CLASS 0
 JF0389
 JF0389.The horizontal coordinates were scaled from a topographic map and have
 JF0389.an estimated accuracy of +/- 6 seconds.
 JF0389
 JF0389.The orthometric height was determined by differential leveling
 JF0389.and adjusted by the National Geodetic Survey in June 1991..
 JF0389
 JF0389.The geoid height was determined by GEOID03.
 JF0389
 JF0389.The dynamic height is computed by dividing the NAVD 88
 JF0389.geopotential number by the normal gravity value computed on the
 JF0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0389.degrees latitude (g = 980.6199 gals.).
 JF0389
 JF0389.The modeled gravity was interpolated from observed gravity values.
 JF0389
 JF0389;                    North         East    Units  Estimated Accuracy
 JF0389;SPC KS N     -    26,660.      507,120.      MT  (+/- 180 meters Scaled)
 JF0389
 JF0389                          SUPERSEDED SURVEY CONTROL
 JF0389
 JF0389  NGVD 29 (??/??/92)  410.800  (m)         1347.77   (f) ADJ UNCH    2 0
 JF0389
 JF0389.Superseded values are not recommended for survey control.
 JF0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0389.See file dsdata.txt to determine how the superseded data were derived.
 JF0389
 JF0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH942710(NAD 83)
 JF0389_MARKER: B = BOLT
 JF0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0389+STABILITY: SURFACE MOTION
 JF0389
 JF0389  HISTORY     - Date     Condition        Report By
 JF0389  HISTORY     - UNK      MONUMENTED       CGS
 JF0389  HISTORY     - 1934     GOOD             NGS
 JF0389  HISTORY     - 1968     GOOD             NGS
 JF0389
 JF0389                          STATION DESCRIPTION
 JF0389
 JF0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0389'4.2 MI S FROM BURDICK.
 JF0389'4.2 MILES SOUTH BY RAIL, LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0389'FE R. R. CO. 151 FT. SOUTH OF MILE POST 15.  50 FT. RIGHT OR
 JF0389'EAST OF THE CENTER LINE OF THE TRACK.
 JF0389
 JF0389                          STATION RECOVERY (1968)
 JF0389
 JF0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0271 ***********************************************************************
 JF0271  DESIGNATION -  146 A
 JF0271  PID         -  JF0271
 JF0271  STATE/COUNTY-  KS/CHASE
 JF0271  USGS QUAD   -  CEDAR POINT (1989)
 JF0271
 JF0271                         *CURRENT SURVEY CONTROL
 JF0271  ___________________________________________________________________
 JF0271* NAD 83(1986)-  38 17 41.     (N)    096 45 03.     (W)     SCALED    
 JF0271* NAVD 88     -       374.990  (meters)    1230.28   (feet)  ADJUSTED  
 JF0271  ___________________________________________________________________
 JF0271  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 JF0271  DYNAMIC HT  -         374.716 (meters)    1229.38  (feet)  COMP
 JF0271  MODELED GRAV-     979,885.7   (mgal)                       NAVD 88
 JF0271
 JF0271  VERT ORDER  -  SECOND    CLASS 0
 JF0271
 JF0271.The horizontal coordinates were scaled from a topographic map and have
 JF0271.an estimated accuracy of +/- 6 seconds.
 JF0271
 JF0271.The orthometric height was determined by differential leveling
 JF0271.and adjusted by the National Geodetic Survey in June 1991..
 JF0271.WARNING-Repeat measurements at this control monument indicate possible
 JF0271.vertical movement.
 JF0271
 JF0271.The geoid height was determined by GEOID03.
 JF0271
 JF0271.The dynamic height is computed by dividing the NAVD 88
 JF0271.geopotential number by the normal gravity value computed on the
 JF0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0271.degrees latitude (g = 980.6199 gals.).
 JF0271
 JF0271.The modeled gravity was interpolated from observed gravity values.
 JF0271
 JF0271;                    North         East    Units  Estimated Accuracy
 JF0271;SPC KS S     -   582,130.      553,000.      MT  (+/- 180 meters Scaled)
 JF0271
 JF0271                          SUPERSEDED SURVEY CONTROL
 JF0271
 JF0271  NGVD 29 (??/??/92)  374.838  (m)         1229.78   (f) ADJ UNCH    2 0
 JF0271
 JF0271.Superseded values are not recommended for survey control.
 JF0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0271.See file dsdata.txt to determine how the superseded data were derived.
 JF0271
 JF0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH966409(NAD 83)
 JF0271_MARKER: Q = CHISELED SQUARE
 JF0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0271_SP_SET: BRIDGE SEAT
 JF0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0271
 JF0271  HISTORY     - Date     Condition        Report By
 JF0271  HISTORY     - UNK      MONUMENTED       CGS
 JF0271  HISTORY     - 1934     GOOD             NGS
 JF0271  HISTORY     - 1938     GOOD             NGS
 JF0271
 JF0271                          STATION DESCRIPTION
 JF0271
 JF0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0271'4.5 MI E FROM CEDAR POINT.
 JF0271'4.5 MILES BY RAIL EAST ON THE RIGHT-OF-WAY OF THE SANTA FE R.R.
 JF0271'CO.  EAST BRIDGE-SEAT (BRIDGE-146-B)
 JF0271
 JF0271                          STATION RECOVERY (1938)
 JF0271
 JF0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0269 ***********************************************************************
 JF0269  DESIGNATION -  147 A
 JF0269  PID         -  JF0269
 JF0269  STATE/COUNTY-  KS/CHASE
 JF0269  USGS QUAD   -  CEDAR POINT (1989)
 JF0269
 JF0269                         *CURRENT SURVEY CONTROL
 JF0269  ___________________________________________________________________
 JF0269* NAD 83(1986)-  38 17 10.     (N)    096 45 55.     (W)     SCALED    
 JF0269* NAVD 88     -       376.281  (meters)    1234.52   (feet)  ADJUSTED  
 JF0269  ___________________________________________________________________
 JF0269  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 JF0269  DYNAMIC HT  -         376.006 (meters)    1233.61  (feet)  COMP
 JF0269  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 JF0269
 JF0269  VERT ORDER  -  SECOND    CLASS 0
 JF0269
 JF0269.The horizontal coordinates were scaled from a topographic map and have
 JF0269.an estimated accuracy of +/- 6 seconds.
 JF0269
 JF0269.The orthometric height was determined by differential leveling
 JF0269.and adjusted by the National Geodetic Survey in June 1991..
 JF0269
 JF0269.The geoid height was determined by GEOID03.
 JF0269
 JF0269.The dynamic height is computed by dividing the NAVD 88
 JF0269.geopotential number by the normal gravity value computed on the
 JF0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0269.degrees latitude (g = 980.6199 gals.).
 JF0269
 JF0269.The modeled gravity was interpolated from observed gravity values.
 JF0269
 JF0269;                    North         East    Units  Estimated Accuracy
 JF0269;SPC KS S     -   581,150.      551,760.      MT  (+/- 180 meters Scaled)
 JF0269
 JF0269                          SUPERSEDED SURVEY CONTROL
 JF0269
 JF0269  NGVD 29 (??/??/92)  376.130  (m)         1234.02   (f) ADJ UNCH    2 0
 JF0269
 JF0269.Superseded values are not recommended for survey control.
 JF0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0269.See file dsdata.txt to determine how the superseded data were derived.
 JF0269
 JF0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH954399(NAD 83)
 JF0269_MARKER: Q = CHISELED SQUARE
 JF0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0269_SP_SET: BRIDGE SEAT
 JF0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0269
 JF0269  HISTORY     - Date     Condition        Report By
 JF0269  HISTORY     - UNK      MONUMENTED       CGS
 JF0269  HISTORY     - 1934     GOOD             NGS
 JF0269  HISTORY     - 1968     GOOD             NGS
 JF0269
 JF0269                          STATION DESCRIPTION
 JF0269
 JF0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0269'3.5 MI E FROM CEDAR POINT.
 JF0269'3.5 MILES BY RAIL EAST ON THE RIGHT-OF-WAY OF THE SANTA FE R.R.
 JF0269'CO.  EAST BRIDGE-SEAT (BRIDGE-147-A) 1227 FT. WEST OF MILE - POST
 JF0269'147
 JF0269
 JF0269                          STATION RECOVERY (1968)
 JF0269
 JF0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0267 ***********************************************************************
 JF0267  DESIGNATION -  148 E
 JF0267  PID         -  JF0267
 JF0267  STATE/COUNTY-  KS/CHASE
 JF0267  USGS QUAD   -  CEDAR POINT (1989)
 JF0267
 JF0267                         *CURRENT SURVEY CONTROL
 JF0267  ___________________________________________________________________
 JF0267* NAD 83(1986)-  38 16 24.     (N)    096 47 34.     (W)     SCALED    
 JF0267* NAVD 88     -       379.303  (meters)    1244.43   (feet)  ADJUSTED  
 JF0267  ___________________________________________________________________
 JF0267  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 JF0267  DYNAMIC HT  -         379.025 (meters)    1243.52  (feet)  COMP
 JF0267  MODELED GRAV-     979,884.0   (mgal)                       NAVD 88
 JF0267
 JF0267  VERT ORDER  -  SECOND    CLASS 0
 JF0267
 JF0267.The horizontal coordinates were scaled from a topographic map and have
 JF0267.an estimated accuracy of +/- 6 seconds.
 JF0267
 JF0267.The orthometric height was determined by differential leveling
 JF0267.and adjusted by the National Geodetic Survey in June 1991..
 JF0267
 JF0267.The geoid height was determined by GEOID03.
 JF0267
 JF0267.The dynamic height is computed by dividing the NAVD 88
 JF0267.geopotential number by the normal gravity value computed on the
 JF0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0267.degrees latitude (g = 980.6199 gals.).
 JF0267
 JF0267.The modeled gravity was interpolated from observed gravity values.
 JF0267
 JF0267;                    North         East    Units  Estimated Accuracy
 JF0267;SPC KS S     -   579,690.      549,380.      MT  (+/- 180 meters Scaled)
 JF0267
 JF0267                          SUPERSEDED SURVEY CONTROL
 JF0267
 JF0267  NGVD 29 (??/??/92)  379.143  (m)         1243.90   (f) ADJ UNCH    2 0
 JF0267
 JF0267.Superseded values are not recommended for survey control.
 JF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0267.See file dsdata.txt to determine how the superseded data were derived.
 JF0267
 JF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH930384(NAD 83)
 JF0267_MARKER: Q = CHISELED SQUARE
 JF0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0267_SP_SET: BRIDGE SEAT
 JF0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0267
 JF0267  HISTORY     - Date     Condition        Report By
 JF0267  HISTORY     - UNK      MONUMENTED       CGS
 JF0267  HISTORY     - 1934     GOOD             NGS
 JF0267  HISTORY     - 1938     GOOD             NGS
 JF0267
 JF0267                          STATION DESCRIPTION
 JF0267
 JF0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0267'1.6 MI E FROM CEDAR POINT.
 JF0267'1.6 MILES BY RAIL EAST ON THE RIGHT-OF-WAY OF THE SANTA FE R.R.
 JF0267'CO.  EAST BRIDGE-SEAT (BRIDGE 148-E) 5221 FT. WEST OF MILE-POST
 JF0267'148
 JF0267
 JF0267                          STATION RECOVERY (1938)
 JF0267
 JF0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0389 ***********************************************************************
 HE0389  DESIGNATION -  15
 HE0389  PID         -  HE0389
 HE0389  STATE/COUNTY-  KS/NEOSHO
 HE0389  USGS QUAD   -  ERIE (1973)
 HE0389
 HE0389                         *CURRENT SURVEY CONTROL
 HE0389  ___________________________________________________________________
 HE0389* NAD 83(1986)-  37 34 38.     (N)    095 13 58.     (W)     SCALED    
 HE0389* NAVD 88     -       278.764  (meters)     914.58   (feet)  ADJUSTED  
 HE0389  ___________________________________________________________________
 HE0389  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HE0389  DYNAMIC HT  -         278.546 (meters)     913.86  (feet)  COMP
 HE0389  MODELED GRAV-     979,842.6   (mgal)                       NAVD 88
 HE0389
 HE0389  VERT ORDER  -  SECOND    CLASS 0
 HE0389
 HE0389.The horizontal coordinates were scaled from a topographic map and have
 HE0389.an estimated accuracy of +/- 6 seconds.
 HE0389
 HE0389.The orthometric height was determined by differential leveling
 HE0389.and adjusted by the National Geodetic Survey in June 1991..
 HE0389
 HE0389.The geoid height was determined by GEOID03.
 HE0389
 HE0389.The dynamic height is computed by dividing the NAVD 88
 HE0389.geopotential number by the normal gravity value computed on the
 HE0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0389.degrees latitude (g = 980.6199 gals.).
 HE0389
 HE0389.The modeled gravity was interpolated from observed gravity values.
 HE0389
 HE0389;                    North         East    Units  Estimated Accuracy
 HE0389;SPC KS S     -   506,110.      688,540.      MT  (+/- 180 meters Scaled)
 HE0389
 HE0389                          SUPERSEDED SURVEY CONTROL
 HE0389
 HE0389  NGVD 29 (??/??/92)  278.637  (m)          914.16   (f) ADJ UNCH    2 0
 HE0389
 HE0389.Superseded values are not recommended for survey control.
 HE0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0389.See file dsdata.txt to determine how the superseded data were derived.
 HE0389
 HE0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB028612(NAD 83)
 HE0389_MARKER: B = BOLT
 HE0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0389+STABILITY: SURFACE MOTION
 HE0389
 HE0389  HISTORY     - Date     Condition        Report By
 HE0389  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0389  HISTORY     - 1934     GOOD             NGS
 HE0389  HISTORY     - 1973     MARK NOT FOUND   USGS
 HE0389
 HE0389                          STATION DESCRIPTION
 HE0389
 HE0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0389'0.5 MI NE FROM ERIE.
 HE0389'0.5 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0389'RAILWAY FROM THE STATION AT ERIE, NEOSHO COUNTY, 2 RAILS NORTH
 HE0389'OF A ROAD CROSSING, 48 FEET SOUTH OF THE CENTER LINE OF THE
 HE0389'TRACK, AND 1 FOOT FROM THE FENCE.  AN IRON BOLT, SET IN THE
 HE0389'TOP OF A CONCRETE POST.  NOTE-- 1964 REPORT, THE MARK IS LOOSE
 HE0389'IN THE GROUND.
 HE0389
 HE0389                          STATION RECOVERY (1973)
 HE0389
 HE0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HE0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0688 ***********************************************************************
 KE0688  DESIGNATION -  15
 KE0688  PID         -  KE0688
 KE0688  STATE/COUNTY-  KS/ATCHISON
 KE0688  USGS QUAD   -  NORTONVILLE (1979)
 KE0688
 KE0688                         *CURRENT SURVEY CONTROL
 KE0688  ___________________________________________________________________
 KE0688* NAD 83(1986)-  39 26 19.     (N)    095 18 51.     (W)     SCALED    
 KE0688* NAVD 88     -       339.26   (+/-2cm)    1113.1    (feet)  VERTCON   
 KE0688  ___________________________________________________________________
 KE0688  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KE0688
 KE0688  VERT ORDER  -  ? (See Below)
 KE0688
 KE0688.The horizontal coordinates were scaled from a topographic map and have
 KE0688.an estimated accuracy of +/- 6 seconds.
 KE0688
 KE0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE0688.The vertical order pertains to the NGVD 29 superseded value.
 KE0688
 KE0688.The geoid height was determined by GEOID03.
 KE0688
 KE0688;                    North         East    Units  Estimated Accuracy
 KE0688;SPC KS N     -   126,130.      631,180.      MT  (+/- 180 meters Scaled)
 KE0688
 KE0688                          SUPERSEDED SURVEY CONTROL
 KE0688
 KE0688  NGVD 29 (??/??/92)  339.148  (m)         1112.69   (f) ADJ UNCH    ?  
 KE0688
 KE0688.Superseded values are not recommended for survey control.
 KE0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0688.See file dsdata.txt to determine how the superseded data were derived.
 KE0688
 KE0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD008680(NAD 83)
 KE0688_MARKER: DD = SURVEY DISK
 KE0688_SETTING: 0 = UNSPECIFIED SETTING
 KE0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0688
 KE0688  HISTORY     - Date     Condition        Report By
 KE0688  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0688  HISTORY     - 1950     GOOD             NGS
 KE0688
 KE0688                          STATION DESCRIPTION
 KE0688
 KE0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0688'1.8 MI NE FROM NORTONVILLE.
 KE0688'IN ATCHISON COUNTY, 1.8 MILES NORTHEAST ALONG THE ATCHISON,
 KE0688'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT NORTONVILLE,
 KE0688'JEFFERSON COUNTY, OPPOSITE MILEPOST 15, AND 6 FEET NORTH OF
 KE0688'THE CENTERLINE OF THE TRACK.  THE HIGHEST POINT OF A SECTION
 KE0688'OF RAIL SET VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0378 ***********************************************************************
 JF0378  DESIGNATION -  15
 JF0378  PID         -  JF0378
 JF0378  STATE/COUNTY-  KS/GEARY
 JF0378  USGS QUAD   -  WREFORD (1964)
 JF0378
 JF0378                         *CURRENT SURVEY CONTROL
 JF0378  ___________________________________________________________________
 JF0378* NAD 83(1986)-  38 54 34.     (N)    096 49 54.     (W)     SCALED    
 JF0378* NAVD 88     -       378.434  (meters)    1241.58   (feet)  ADJUSTED  
 JF0378  ___________________________________________________________________
 JF0378  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 JF0378  DYNAMIC HT  -         378.171 (meters)    1240.72  (feet)  COMP
 JF0378  MODELED GRAV-     979,921.3   (mgal)                       NAVD 88
 JF0378
 JF0378  VERT ORDER  -  SECOND    CLASS 0
 JF0378
 JF0378.The horizontal coordinates were scaled from a topographic map and have
 JF0378.an estimated accuracy of +/- 6 seconds.
 JF0378
 JF0378.The orthometric height was determined by differential leveling
 JF0378.and adjusted by the National Geodetic Survey in June 1991..
 JF0378
 JF0378.The geoid height was determined by GEOID03.
 JF0378
 JF0378.The dynamic height is computed by dividing the NAVD 88
 JF0378.geopotential number by the normal gravity value computed on the
 JF0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0378.degrees latitude (g = 980.6199 gals.).
 JF0378
 JF0378.The modeled gravity was interpolated from observed gravity values.
 JF0378
 JF0378;                    North         East    Units  Estimated Accuracy
 JF0378;SPC KS N     -    64,610.      501,330.      MT  (+/- 180 meters Scaled)
 JF0378
 JF0378                          SUPERSEDED SURVEY CONTROL
 JF0378
 JF0378  NGVD 29 (??/??/92)  378.301  (m)         1241.14   (f) ADJ UNCH    2 0
 JF0378
 JF0378.Superseded values are not recommended for survey control.
 JF0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0378.See file dsdata.txt to determine how the superseded data were derived.
 JF0378
 JF0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ880089(NAD 83)
 JF0378_MARKER: S = SPIKE
 JF0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0378_SP_SET: CULVERT ABUTMENT
 JF0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0378
 JF0378  HISTORY     - Date     Condition        Report By
 JF0378  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0378  HISTORY     - 1935     GOOD             NGS
 JF0378  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0378
 JF0378                          STATION DESCRIPTION
 JF0378
 JF0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0378'4 MI NW FROM SKIDDY.
 JF0378'4.0 MILES N.W. OF SKIDDY STATION, ALONG M. K. AND T. RR. IN S. W.
 JF0378'CORNER OF W. ABUTMENT OF CONC. CULVERT, 300 YDS. N. OF MP 148
 JF0378'AND 0.3 MILE S. OF CROSS-ROAD.  NOTE-- OLD RAILROAD HAS BEEN
 JF0378'ABANDONED.
 JF0378
 JF0378                          STATION RECOVERY (1968)
 JF0378
 JF0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0703 ***********************************************************************
 HF0703  DESIGNATION -  15
 HF0703  PID         -  HF0703
 HF0703  STATE/COUNTY-  KS/COWLEY
 HF0703  USGS QUAD   -  AKRON (1965)
 HF0703
 HF0703                         *CURRENT SURVEY CONTROL
 HF0703  ___________________________________________________________________
 HF0703* NAD 83(1986)-  37 17 13.     (N)    097 01 10.     (W)     SCALED    
 HF0703* NAVD 88     -       349.471  (meters)    1146.56   (feet)  ADJUSTED  
 HF0703  ___________________________________________________________________
 HF0703  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF0703  DYNAMIC HT  -         349.185 (meters)    1145.62  (feet)  COMP
 HF0703  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 HF0703
 HF0703  VERT ORDER  -  SECOND    CLASS 0
 HF0703
 HF0703.The horizontal coordinates were scaled from a topographic map and have
 HF0703.an estimated accuracy of +/- 6 seconds.
 HF0703
 HF0703.The orthometric height was determined by differential leveling
 HF0703.and adjusted by the National Geodetic Survey in June 1991..
 HF0703
 HF0703.The geoid height was determined by GEOID03.
 HF0703
 HF0703.The dynamic height is computed by dividing the NAVD 88
 HF0703.geopotential number by the normal gravity value computed on the
 HF0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0703.degrees latitude (g = 980.6199 gals.).
 HF0703
 HF0703.The modeled gravity was interpolated from observed gravity values.
 HF0703
 HF0703;                    North         East    Units  Estimated Accuracy
 HF0703;SPC KS S     -   469,880.      531,280.      MT  (+/- 180 meters Scaled)
 HF0703
 HF0703                          SUPERSEDED SURVEY CONTROL
 HF0703
 HF0703  NGVD 29 (??/??/92)  349.335  (m)         1146.11   (f) ADJ UNCH    2 0
 HF0703
 HF0703.Superseded values are not recommended for survey control.
 HF0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0703.See file dsdata.txt to determine how the superseded data were derived.
 HF0703
 HF0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG755285(NAD 83)
 HF0703_MARKER: B = BOLT
 HF0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0703+STABILITY: SURFACE MOTION
 HF0703
 HF0703  HISTORY     - Date     Condition        Report By
 HF0703  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0703  HISTORY     - 1935     GOOD             NGS
 HF0703
 HF0703                          STATION DESCRIPTION
 HF0703
 HF0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0703'4 MI N FROM WINFIELD.
 HF0703'4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0703'FROM WINFIELD, COWLEY COUNTY, AT MILEPOST 227, AND 50 FEET WEST
 HF0703'OF THE CENTERLINE OF THE TRACK.  AN IRON BOLT, SET IN THE TOP OF A
 HF0703'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0492 ***********************************************************************
 KG0492  DESIGNATION -  15 JES
 KG0492  PID         -  KG0492
 KG0492  STATE/COUNTY-  KS/GRAHAM
 KG0492  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0492
 KG0492                         *CURRENT SURVEY CONTROL
 KG0492  ___________________________________________________________________
 KG0492* NAD 83(1986)-  39 28 50.     (N)    099 50 40.     (W)     SCALED    
 KG0492* NAVD 88     -       731.300  (meters)    2399.27   (feet)  ADJUSTED  
 KG0492  ___________________________________________________________________
 KG0492  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 KG0492  DYNAMIC HT  -         730.777 (meters)    2397.56  (feet)  COMP
 KG0492  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 KG0492
 KG0492  VERT ORDER  -  FIRST     CLASS II
 KG0492
 KG0492.The horizontal coordinates were scaled from a topographic map and have
 KG0492.an estimated accuracy of +/- 6 seconds.
 KG0492
 KG0492.The orthometric height was determined by differential leveling
 KG0492.and adjusted by the National Geodetic Survey in June 1991..
 KG0492
 KG0492.The geoid height was determined by GEOID03.
 KG0492
 KG0492.The dynamic height is computed by dividing the NAVD 88
 KG0492.geopotential number by the normal gravity value computed on the
 KG0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0492.degrees latitude (g = 980.6199 gals.).
 KG0492
 KG0492.The modeled gravity was interpolated from observed gravity values.
 KG0492
 KG0492;                    North         East    Units  Estimated Accuracy
 KG0492;SPC KS N     -   128,970.      241,330.      MT  (+/- 180 meters Scaled)
 KG0492
 KG0492                          SUPERSEDED SURVEY CONTROL
 KG0492
 KG0492  NGVD 29 (02/14/92)  731.010  (m)         2398.32   (f) ADJUSTED    1 2
 KG0492
 KG0492.Superseded values are not recommended for survey control.
 KG0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0492.See file dsdata.txt to determine how the superseded data were derived.
 KG0492
 KG0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ273704(NAD 83)
 KG0492_MARKER: DB = BENCH MARK DISK
 KG0492_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KG0492+WITH SETTING: INFORMATION.
 KG0492_SP_SET: SHALLOW-SET METAL ROD
 KG0492_STAMPING: 15 JES 1974
 KG0492_MARK LOGO: USGS  
 KG0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0492
 KG0492  HISTORY     - Date     Condition        Report By
 KG0492  HISTORY     - 1974     MONUMENTED       USGS
 KG0492  HISTORY     - 1986     GOOD             NGS
 KG0492
 KG0492                          STATION DESCRIPTION
 KG0492
 KG0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0492'12.7 KM (7.9 MI) NORTH FROM HILL CITY.
 KG0492'12.73 KM (7.95 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0492'HIGHWAY 24 AT HILL CITY, IN THE SOUTHEAST CORNER OF THE JUNCTION OF
 KG0492'COUNTY ROAD 380, 0.66 KM (0.41 MI) NORTH OF MILEPOST 179, 27.4 METERS
 KG0492'(90.5 FT) EAST OF THE HIGHWAY CENTERLINE, 50.5 METERS (166 FT) SOUTH
 KG0492'OF THE CENTER OF THE ROAD, 25.9 METERS (85 FT) NORTH OF A POWER POLE
 KG0492'AND 1.0 METER (3.5 FT) WEST OF A FENCE.  NOTE--A COPPER-CLAD STEEL
 KG0492'ROAD SET TO AN UNKNOWN DEPTH, AND FLUSH WITH THE GROUND.
 KG0492'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KG0492'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0266 ***********************************************************************
 JF0266  DESIGNATION -  150 A
 JF0266  PID         -  JF0266
 JF0266  STATE/COUNTY-  KS/CHASE
 JF0266  USGS QUAD   -  CEDAR POINT (1989)
 JF0266
 JF0266                         *CURRENT SURVEY CONTROL
 JF0266  ___________________________________________________________________
 JF0266* NAD 83(1986)-  38 16 15.     (N)    096 48 34.     (W)     SCALED    
 JF0266* NAVD 88     -       379.489  (meters)    1245.04   (feet)  ADJUSTED  
 JF0266  ___________________________________________________________________
 JF0266  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 JF0266  DYNAMIC HT  -         379.210 (meters)    1244.12  (feet)  COMP
 JF0266  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 JF0266
 JF0266  VERT ORDER  -  SECOND    CLASS 0
 JF0266
 JF0266.The horizontal coordinates were scaled from a topographic map and have
 JF0266.an estimated accuracy of +/- 6 seconds.
 JF0266
 JF0266.The orthometric height was determined by differential leveling
 JF0266.and adjusted by the National Geodetic Survey in June 1991..
 JF0266
 JF0266.The geoid height was determined by GEOID03.
 JF0266
 JF0266.The dynamic height is computed by dividing the NAVD 88
 JF0266.geopotential number by the normal gravity value computed on the
 JF0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0266.degrees latitude (g = 980.6199 gals.).
 JF0266
 JF0266.The modeled gravity was interpolated from observed gravity values.
 JF0266
 JF0266;                    North         East    Units  Estimated Accuracy
 JF0266;SPC KS S     -   579,380.      547,920.      MT  (+/- 180 meters Scaled)
 JF0266
 JF0266                          SUPERSEDED SURVEY CONTROL
 JF0266
 JF0266  NGVD 29 (??/??/92)  379.328  (m)         1244.51   (f) ADJ UNCH    2 0
 JF0266
 JF0266.Superseded values are not recommended for survey control.
 JF0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0266.See file dsdata.txt to determine how the superseded data were derived.
 JF0266
 JF0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH916381(NAD 83)
 JF0266_MARKER: Q = CHISELED SQUARE
 JF0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0266_SP_SET: BRIDGE SEAT
 JF0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0266
 JF0266  HISTORY     - Date     Condition        Report By
 JF0266  HISTORY     - UNK      MONUMENTED       CGS
 JF0266  HISTORY     - 1934     GOOD             NGS
 JF0266  HISTORY     - 1938     GOOD             NGS
 JF0266
 JF0266                          STATION DESCRIPTION
 JF0266
 JF0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0266'0.6 MI E FROM CEDAR POINT.
 JF0266'0.6 MILES BY RAIL EAST ON THE R. OF W. OF THE SANTA FE R.R. CO.
 JF0266'RIGHT END OF THE EAST BRIDGE - SEAT (BRIDGE 150-A) 141 FT. WEST
 JF0266'OF MILE POST 150 NOTE-- RAILROAD HAS BEEN MOVED SOUTHWARD, BUT
 JF0266'OLD BRIDGE-SEAT IS STILL STANDING.
 JF0266
 JF0266                          STATION RECOVERY (1938)
 JF0266
 JF0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0264 ***********************************************************************
 JF0264  DESIGNATION -  151 A
 JF0264  PID         -  JF0264
 JF0264  STATE/COUNTY-  KS/CHASE
 JF0264  USGS QUAD   -  CEDAR POINT (1989)
 JF0264
 JF0264                         *CURRENT SURVEY CONTROL
 JF0264  ___________________________________________________________________
 JF0264* NAD 83(1986)-  38 15 44.     (N)    096 50 03.     (W)     SCALED    
 JF0264* NAVD 88     -       379.172  (meters)    1244.00   (feet)  ADJUSTED  
 JF0264  ___________________________________________________________________
 JF0264  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 JF0264  DYNAMIC HT  -         378.892 (meters)    1243.08  (feet)  COMP
 JF0264  MODELED GRAV-     979,880.2   (mgal)                       NAVD 88
 JF0264
 JF0264  VERT ORDER  -  SECOND    CLASS 0
 JF0264
 JF0264.The horizontal coordinates were scaled from a topographic map and have
 JF0264.an estimated accuracy of +/- 6 seconds.
 JF0264
 JF0264.The orthometric height was determined by differential leveling
 JF0264.and adjusted by the National Geodetic Survey in June 1991..
 JF0264
 JF0264.The geoid height was determined by GEOID03.
 JF0264
 JF0264.The dynamic height is computed by dividing the NAVD 88
 JF0264.geopotential number by the normal gravity value computed on the
 JF0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0264.degrees latitude (g = 980.6199 gals.).
 JF0264
 JF0264.The modeled gravity was interpolated from observed gravity values.
 JF0264
 JF0264;                    North         East    Units  Estimated Accuracy
 JF0264;SPC KS S     -   578,390.      545,780.      MT  (+/- 180 meters Scaled)
 JF0264
 JF0264                          SUPERSEDED SURVEY CONTROL
 JF0264
 JF0264  NGVD 29 (??/??/92)  379.006  (m)         1243.46   (f) ADJ UNCH    2 0
 JF0264
 JF0264.Superseded values are not recommended for survey control.
 JF0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0264.See file dsdata.txt to determine how the superseded data were derived.
 JF0264
 JF0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH894371(NAD 83)
 JF0264_MARKER: Q = CHISELED SQUARE
 JF0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0264_SP_SET: BRIDGE SEAT
 JF0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0264
 JF0264  HISTORY     - Date     Condition        Report By
 JF0264  HISTORY     - UNK      MONUMENTED       CGS
 JF0264  HISTORY     - 1934     GOOD             NGS
 JF0264  HISTORY     - 1968     GOOD             NGS
 JF0264
 JF0264                          STATION DESCRIPTION
 JF0264
 JF0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0264'1 MI W FROM CEDAR POINT.
 JF0264'1 MILES BY RAIL WEST LOCATED ALONG THE R. OF W. OF THE SANTA FE
 JF0264'R.R. CO.  NORTH END OF EAST BRIDGE SEAT 2237 FT. WEST OF MILE
 JF0264'POST 151
 JF0264
 JF0264                          STATION RECOVERY (1968)
 JF0264
 JF0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0010 ***********************************************************************
 JF0010  DESIGNATION -  15+2600
 JF0010  PID         -  JF0010
 JF0010  STATE/COUNTY-  KS/WABAUNSEE
 JF0010  USGS QUAD   -  ESKRIDGE (1983)
 JF0010
 JF0010                         *CURRENT SURVEY CONTROL
 JF0010  ___________________________________________________________________
 JF0010* NAD 83(1986)-  38 50 26.     (N)    096 04 25.     (W)     SCALED    
 JF0010* NAVD 88     -       392.401  (meters)    1287.40   (feet)  ADJUSTED  
 JF0010  ___________________________________________________________________
 JF0010  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JF0010  DYNAMIC HT  -         392.128 (meters)    1286.51  (feet)  COMP
 JF0010  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 JF0010
 JF0010  VERT ORDER  -  SECOND    CLASS 0
 JF0010
 JF0010.The horizontal coordinates were scaled from a topographic map and have
 JF0010.an estimated accuracy of +/- 6 seconds.
 JF0010
 JF0010.The orthometric height was determined by differential leveling
 JF0010.and adjusted by the National Geodetic Survey in June 1991..
 JF0010
 JF0010.The geoid height was determined by GEOID03.
 JF0010
 JF0010.The dynamic height is computed by dividing the NAVD 88
 JF0010.geopotential number by the normal gravity value computed on the
 JF0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0010.degrees latitude (g = 980.6199 gals.).
 JF0010
 JF0010.The modeled gravity was interpolated from observed gravity values.
 JF0010
 JF0010;                    North         East    Units  Estimated Accuracy
 JF0010;SPC KS N     -    58,090.      567,230.      MT  (+/- 180 meters Scaled)
 JF0010
 JF0010                          SUPERSEDED SURVEY CONTROL
 JF0010
 JF0010  NGVD 29 (??/??/92)  392.246  (m)         1286.89   (f) ADJ UNCH    2 0
 JF0010
 JF0010.Superseded values are not recommended for survey control.
 JF0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0010.See file dsdata.txt to determine how the superseded data were derived.
 JF0010
 JF0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ539031(NAD 83)
 JF0010_MARKER: B = BOLT
 JF0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0010+STABILITY: SURFACE MOTION
 JF0010
 JF0010  HISTORY     - Date     Condition        Report By
 JF0010  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0010  HISTORY     - 1934     GOOD             NGS
 JF0010  HISTORY     - 1960     GOOD             NGS
 JF0010
 JF0010                          STATION DESCRIPTION
 JF0010
 JF0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0010'2.4 MI SE FROM ESKRIDGE.
 JF0010'ALONG A.T. AND S.F. R.R., 0.3 MILE E. OF MP 16.  MARK IS AT
 JF0010'FENCE, 15 YDS. N. OF CENTERLINE OF TRACK, AT E. END OF CURVE,
 JF0010'80 YDS. E. OF CULVERT 15-D AND 225 YRD. E. OF CROSSING.
 JF0010
 JF0010                          STATION RECOVERY (1960)
 JF0010
 JF0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JF0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0259 ***********************************************************************
 JF0259  DESIGNATION -  156 A
 JF0259  PID         -  JF0259
 JF0259  STATE/COUNTY-  KS/MARION
 JF0259  USGS QUAD   -  FLORENCE (1989)
 JF0259
 JF0259                         *CURRENT SURVEY CONTROL
 JF0259  ___________________________________________________________________
 JF0259* NAD 83(1986)-  38 14 28.     (N)    096 55 16.     (W)     SCALED    
 JF0259* NAVD 88     -       385.127  (meters)    1263.54   (feet)  ADJUSTED  
 JF0259  ___________________________________________________________________
 JF0259  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 JF0259  DYNAMIC HT  -         384.843 (meters)    1262.61  (feet)  COMP
 JF0259  MODELED GRAV-     979,878.9   (mgal)                       NAVD 88
 JF0259
 JF0259  VERT ORDER  -  SECOND    CLASS 0
 JF0259
 JF0259.The horizontal coordinates were scaled from a topographic map and have
 JF0259.an estimated accuracy of +/- 6 seconds.
 JF0259
 JF0259.The orthometric height was determined by differential leveling
 JF0259.and adjusted by the National Geodetic Survey in June 1991..
 JF0259.WARNING-Repeat measurements at this control monument indicate possible
 JF0259.vertical movement.
 JF0259
 JF0259.The geoid height was determined by GEOID03.
 JF0259
 JF0259.The dynamic height is computed by dividing the NAVD 88
 JF0259.geopotential number by the normal gravity value computed on the
 JF0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0259.degrees latitude (g = 980.6199 gals.).
 JF0259
 JF0259.The modeled gravity was interpolated from observed gravity values.
 JF0259
 JF0259;                    North         East    Units  Estimated Accuracy
 JF0259;SPC KS S     -   575,910.      538,210.      MT  (+/- 180 meters Scaled)
 JF0259
 JF0259                          SUPERSEDED SURVEY CONTROL
 JF0259
 JF0259  NGVD 29 (??/??/92)  384.953  (m)         1262.97   (f) ADJ UNCH    2 0
 JF0259
 JF0259.Superseded values are not recommended for survey control.
 JF0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0259.See file dsdata.txt to determine how the superseded data were derived.
 JF0259
 JF0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH819346(NAD 83)
 JF0259_MARKER: Q = CHISELED SQUARE
 JF0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0259_SP_SET: BRIDGE SEAT
 JF0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0259
 JF0259  HISTORY     - Date     Condition        Report By
 JF0259  HISTORY     - UNK      MONUMENTED       CGS
 JF0259  HISTORY     - 1934     GOOD             NGS
 JF0259  HISTORY     - 1938     GOOD             NGS
 JF0259
 JF0259                          STATION DESCRIPTION
 JF0259
 JF0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0259'0.4 MI E FROM FLORENCE.
 JF0259'0.4 MILES EAST BY RAIL ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0259'R.R. CO.  2756 FT. WEST OF MILE POST 156 + 00 NORTH END OF EAST
 JF0259'BRIDGE-SEAT.
 JF0259
 JF0259                          STATION RECOVERY (1938)
 JF0259
 JF0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0327 ***********************************************************************
 JF0327  DESIGNATION -  157 B
 JF0327  PID         -  JF0327
 JF0327  STATE/COUNTY-  KS/MARION
 JF0327  USGS QUAD   -  FLORENCE (1989)
 JF0327
 JF0327                         *CURRENT SURVEY CONTROL
 JF0327  ___________________________________________________________________
 JF0327* NAD 83(1986)-  38 13 42.     (N)    096 56 23.     (W)     SCALED    
 JF0327* NAVD 88     -       390.327  (meters)    1280.60   (feet)  ADJUSTED  
 JF0327  ___________________________________________________________________
 JF0327  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 JF0327  DYNAMIC HT  -         390.038 (meters)    1279.65  (feet)  COMP
 JF0327  MODELED GRAV-     979,878.5   (mgal)                       NAVD 88
 JF0327
 JF0327  VERT ORDER  -  SECOND    CLASS 0
 JF0327
 JF0327.The horizontal coordinates were scaled from a topographic map and have
 JF0327.an estimated accuracy of +/- 6 seconds.
 JF0327
 JF0327.The orthometric height was determined by differential leveling
 JF0327.and adjusted by the National Geodetic Survey in June 1991..
 JF0327
 JF0327.The geoid height was determined by GEOID03.
 JF0327
 JF0327.The dynamic height is computed by dividing the NAVD 88
 JF0327.geopotential number by the normal gravity value computed on the
 JF0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0327.degrees latitude (g = 980.6199 gals.).
 JF0327
 JF0327.The modeled gravity was interpolated from observed gravity values.
 JF0327
 JF0327;                    North         East    Units  Estimated Accuracy
 JF0327;SPC KS S     -   574,470.      536,600.      MT  (+/- 180 meters Scaled)
 JF0327
 JF0327                          SUPERSEDED SURVEY CONTROL
 JF0327
 JF0327  NGVD 29 (??/??/92)  390.171  (m)         1280.09   (f) ADJ UNCH    2 0
 JF0327
 JF0327.Superseded values are not recommended for survey control.
 JF0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0327.See file dsdata.txt to determine how the superseded data were derived.
 JF0327
 JF0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH803331(NAD 83)
 JF0327_MARKER: Z = SEE DESCRIPTION
 JF0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0327_SP_SET: BRIDGE
 JF0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0327
 JF0327  HISTORY     - Date     Condition        Report By
 JF0327  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0327  HISTORY     - 1940     GOOD             NGS
 JF0327
 JF0327                          STATION DESCRIPTION
 JF0327
 JF0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0327'1.1 MI S FROM FLORENCE.
 JF0327'1.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0327'FROM THE STATION AT FLORENCE, MARION COUNTY, AT BRIDGE NO. 157
 JF0327'B, AND ON THE TOP OF THE NORTHWEST CORNER OF THE NORTH STONE
 JF0327'ABUTMENT.  THE BOTTOM OF A SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0357 ***********************************************************************
 JF0357  DESIGNATION -  157 F
 JF0357  PID         -  JF0357
 JF0357  STATE/COUNTY-  KS/MARION
 JF0357  USGS QUAD   -  FLORENCE (1989)
 JF0357
 JF0357                         *CURRENT SURVEY CONTROL
 JF0357  ___________________________________________________________________
 JF0357* NAD 83(1986)-  38 13 51.     (N)    096 56 34.     (W)     SCALED    
 JF0357* NAVD 88     -       389.150  (meters)    1276.74   (feet)  ADJUSTED  
 JF0357  ___________________________________________________________________
 JF0357  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 JF0357  DYNAMIC HT  -         388.863 (meters)    1275.79  (feet)  COMP
 JF0357  MODELED GRAV-     979,878.9   (mgal)                       NAVD 88
 JF0357
 JF0357  VERT ORDER  -  SECOND    CLASS 0
 JF0357
 JF0357.The horizontal coordinates were scaled from a topographic map and have
 JF0357.an estimated accuracy of +/- 6 seconds.
 JF0357
 JF0357.The orthometric height was determined by differential leveling
 JF0357.and adjusted by the National Geodetic Survey in June 1991..
 JF0357
 JF0357.The geoid height was determined by GEOID03.
 JF0357
 JF0357.The dynamic height is computed by dividing the NAVD 88
 JF0357.geopotential number by the normal gravity value computed on the
 JF0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0357.degrees latitude (g = 980.6199 gals.).
 JF0357
 JF0357.The modeled gravity was interpolated from observed gravity values.
 JF0357
 JF0357;                    North         East    Units  Estimated Accuracy
 JF0357;SPC KS S     -   574,740.      536,330.      MT  (+/- 180 meters Scaled)
 JF0357
 JF0357                          SUPERSEDED SURVEY CONTROL
 JF0357
 JF0357  NGVD 29 (??/??/92)  388.995  (m)         1276.23   (f) ADJ UNCH    2 0
 JF0357
 JF0357.Superseded values are not recommended for survey control.
 JF0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0357.See file dsdata.txt to determine how the superseded data were derived.
 JF0357
 JF0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH800334(NAD 83)
 JF0357_MARKER: X = CHISELED CROSS
 JF0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0357_SP_SET: CULVERT
 JF0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0357
 JF0357  HISTORY     - Date     Condition        Report By
 JF0357  HISTORY     - UNK      MONUMENTED       CGS
 JF0357  HISTORY     - 1940     POOR             NGS
 JF0357
 JF0357                          STATION DESCRIPTION
 JF0357
 JF0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0357'1 MI W FROM FLORENCE.
 JF0357'ALONG THE RIGHT-OF-WAY OF THE ATCHINSON TOPEKA AND SANTA FE RR.
 JF0357'14.5 FEET NORTH OF THE CENTERLINE OF THE NORTH TRACK.  3.5 FEET
 JF0357'BELOW THE TOP OF RAIL.  BENCH MARK IS SET IN THE TOP OF THE NORTHWEST
 JF0357'CORNER OF THE NORTH CONCRETE HEADWALL OF THE EASTERN ONE OF TWIN
 JF0357'CULVERTS.  CULVERT BEARS NO. 157 F.  B.M. IS A 2 INCH CHISELED
 JF0357'CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0354 ***********************************************************************
 JF0354  DESIGNATION -  158 C
 JF0354  PID         -  JF0354
 JF0354  STATE/COUNTY-  KS/MARION
 JF0354  USGS QUAD   -  FLORENCE (1989)
 JF0354
 JF0354                         *CURRENT SURVEY CONTROL
 JF0354  ___________________________________________________________________
 JF0354* NAD 83(1986)-  38 13 26.     (N)    096 57 27.     (W)     SCALED    
 JF0354* NAVD 88     -       390.348  (meters)    1280.67   (feet)  ADJUSTED  
 JF0354  ___________________________________________________________________
 JF0354  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 JF0354  DYNAMIC HT  -         390.059 (meters)    1279.72  (feet)  COMP
 JF0354  MODELED GRAV-     979,878.9   (mgal)                       NAVD 88
 JF0354
 JF0354  VERT ORDER  -  SECOND    CLASS 0
 JF0354
 JF0354.The horizontal coordinates were scaled from a topographic map and have
 JF0354.an estimated accuracy of +/- 6 seconds.
 JF0354
 JF0354.The orthometric height was determined by differential leveling
 JF0354.and adjusted by the National Geodetic Survey in June 1991..
 JF0354
 JF0354.The geoid height was determined by GEOID03.
 JF0354
 JF0354.The dynamic height is computed by dividing the NAVD 88
 JF0354.geopotential number by the normal gravity value computed on the
 JF0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0354.degrees latitude (g = 980.6199 gals.).
 JF0354
 JF0354.The modeled gravity was interpolated from observed gravity values.
 JF0354
 JF0354;                    North         East    Units  Estimated Accuracy
 JF0354;SPC KS S     -   573,950.      535,060.      MT  (+/- 180 meters Scaled)
 JF0354
 JF0354                          SUPERSEDED SURVEY CONTROL
 JF0354
 JF0354  NGVD 29 (??/??/92)  390.196  (m)         1280.17   (f) ADJ UNCH    2 0
 JF0354
 JF0354.Superseded values are not recommended for survey control.
 JF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0354.See file dsdata.txt to determine how the superseded data were derived.
 JF0354
 JF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH787326(NAD 83)
 JF0354_MARKER: Q = CHISELED SQUARE
 JF0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0354_SP_SET: BRIDGE
 JF0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0354
 JF0354  HISTORY     - Date     Condition        Report By
 JF0354  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0354  HISTORY     - 1934     GOOD             NGS
 JF0354
 JF0354                          STATION DESCRIPTION
 JF0354
 JF0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0354'1.5 MI W FROM FLORENCE.
 JF0354'1.5 MILES WEST OF FLORENCE, KANS. ON THE SANTA FE. R.R. A
 JF0354'CHISELED SQUARE ON EAST END OF NORTH HEADWALL OF BRIDGE NO.
 JF0354'158-A, 10 POLES EAST OF MILE POST 159.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0353 ***********************************************************************
 JF0353  DESIGNATION -  159 A
 JF0353  PID         -  JF0353
 JF0353  STATE/COUNTY-  KS/MARION
 JF0353  USGS QUAD   -  FLORENCE (1989)
 JF0353
 JF0353                         *CURRENT SURVEY CONTROL
 JF0353  ___________________________________________________________________
 JF0353* NAD 83(1986)-  38 13 07.     (N)    096 58 14.     (W)     SCALED    
 JF0353* NAVD 88     -       392.616  (meters)    1288.11   (feet)  ADJUSTED  
 JF0353  ___________________________________________________________________
 JF0353  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 JF0353  DYNAMIC HT  -         392.327 (meters)    1287.16  (feet)  COMP
 JF0353  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 JF0353
 JF0353  VERT ORDER  -  SECOND    CLASS 0
 JF0353
 JF0353.The horizontal coordinates were scaled from a topographic map and have
 JF0353.an estimated accuracy of +/- 6 seconds.
 JF0353
 JF0353.The orthometric height was determined by differential leveling
 JF0353.and adjusted by the National Geodetic Survey in June 1991..
 JF0353
 JF0353.The geoid height was determined by GEOID03.
 JF0353
 JF0353.The dynamic height is computed by dividing the NAVD 88
 JF0353.geopotential number by the normal gravity value computed on the
 JF0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0353.degrees latitude (g = 980.6199 gals.).
 JF0353
 JF0353.The modeled gravity was interpolated from observed gravity values.
 JF0353
 JF0353;                    North         East    Units  Estimated Accuracy
 JF0353;SPC KS S     -   573,340.      533,920.      MT  (+/- 180 meters Scaled)
 JF0353
 JF0353                          SUPERSEDED SURVEY CONTROL
 JF0353
 JF0353  NGVD 29 (??/??/92)  392.464  (m)         1287.61   (f) ADJ UNCH    2 0
 JF0353
 JF0353.Superseded values are not recommended for survey control.
 JF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0353.See file dsdata.txt to determine how the superseded data were derived.
 JF0353
 JF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH776320(NAD 83)
 JF0353_MARKER: Q = CHISELED SQUARE
 JF0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0353_SP_SET: BRIDGE SEAT
 JF0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0353
 JF0353  HISTORY     - Date     Condition        Report By
 JF0353  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0353  HISTORY     - 1934     GOOD             NGS
 JF0353
 JF0353                          STATION DESCRIPTION
 JF0353
 JF0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0353'2.6 MI W FROM FLORENCE.
 JF0353'2.6 MILES WEST OF FLORENCE, KANS. ON THE SANTA FE R.R. A CHISELED
 JF0353'SQUARE ON THE NORTH END OF THE EAST BRIDGE SEAT, BRIDGE NO.
 JF0353'159-A, MILE 159.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0390 ***********************************************************************
 HE0390  DESIGNATION -  16
 HE0390  PID         -  HE0390
 HE0390  STATE/COUNTY-  KS/NEOSHO
 HE0390  USGS QUAD   -  ERIE (1973)
 HE0390
 HE0390                         *CURRENT SURVEY CONTROL
 HE0390  ___________________________________________________________________
 HE0390* NAD 83(1986)-  37 34 52.     (N)    095 13 09.     (W)     SCALED    
 HE0390* NAVD 88     -       279.682  (meters)     917.59   (feet)  ADJUSTED  
 HE0390  ___________________________________________________________________
 HE0390  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HE0390  DYNAMIC HT  -         279.464 (meters)     916.87  (feet)  COMP
 HE0390  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 HE0390
 HE0390  VERT ORDER  -  SECOND    CLASS 0
 HE0390
 HE0390.The horizontal coordinates were scaled from a topographic map and have
 HE0390.an estimated accuracy of +/- 6 seconds.
 HE0390
 HE0390.The orthometric height was determined by differential leveling
 HE0390.and adjusted by the National Geodetic Survey in June 1991..
 HE0390
 HE0390.The geoid height was determined by GEOID03.
 HE0390
 HE0390.The dynamic height is computed by dividing the NAVD 88
 HE0390.geopotential number by the normal gravity value computed on the
 HE0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0390.degrees latitude (g = 980.6199 gals.).
 HE0390
 HE0390.The modeled gravity was interpolated from observed gravity values.
 HE0390
 HE0390;                    North         East    Units  Estimated Accuracy
 HE0390;SPC KS S     -   506,590.      689,720.      MT  (+/- 180 meters Scaled)
 HE0390
 HE0390                          SUPERSEDED SURVEY CONTROL
 HE0390
 HE0390  NGVD 29 (??/??/92)  279.557  (m)          917.18   (f) ADJ UNCH    2 0
 HE0390
 HE0390.Superseded values are not recommended for survey control.
 HE0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0390.See file dsdata.txt to determine how the superseded data were derived.
 HE0390
 HE0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB040616(NAD 83)
 HE0390_MARKER: B = BOLT
 HE0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0390+STABILITY: SURFACE MOTION
 HE0390
 HE0390  HISTORY     - Date     Condition        Report By
 HE0390  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0390  HISTORY     - 1934     GOOD             NGS
 HE0390  HISTORY     - 1964     GOOD             NGS
 HE0390
 HE0390                          STATION DESCRIPTION
 HE0390
 HE0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0390'1.5 MI NE FROM ERIE.
 HE0390'1.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0390'RAILWAY FROM THE STATION AT ERIE, NEOSHO COUNTY, 7 RAILS WEST
 HE0390'OF A ROAD CROSSING, 48 FEET SOUTH OF THE CENTER LINE OF THE
 HE0390'TRACK, AND 1 FOOT FROM THE FENCE.  AN IRON BOLT, SET IN THE TOP
 HE0390'OF A CONCRETE POST.
 HE0390
 HE0390                          STATION RECOVERY (1964)
 HE0390
 HE0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0689 ***********************************************************************
 KE0689  DESIGNATION -  16
 KE0689  PID         -  KE0689
 KE0689  STATE/COUNTY-  KS/JEFFERSON
 KE0689  USGS QUAD   -  NORTONVILLE (1979)
 KE0689
 KE0689                         *CURRENT SURVEY CONTROL
 KE0689  ___________________________________________________________________
 KE0689* NAD 83(1986)-  39 25 39.     (N)    095 19 33.     (W)     SCALED    
 KE0689* NAVD 88     -       352.78   (+/-2cm)    1157.4    (feet)  VERTCON   
 KE0689  ___________________________________________________________________
 KE0689  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KE0689
 KE0689  VERT ORDER  -  ? (See Below)
 KE0689
 KE0689.The horizontal coordinates were scaled from a topographic map and have
 KE0689.an estimated accuracy of +/- 6 seconds.
 KE0689
 KE0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE0689.The vertical order pertains to the NGVD 29 superseded value.
 KE0689
 KE0689.The geoid height was determined by GEOID03.
 KE0689
 KE0689;                    North         East    Units  Estimated Accuracy
 KE0689;SPC KS N     -   124,870.      630,210.      MT  (+/- 180 meters Scaled)
 KE0689
 KE0689                          SUPERSEDED SURVEY CONTROL
 KE0689
 KE0689  NGVD 29 (??/??/92)  352.670  (m)         1157.05   (f) ADJ UNCH    ?  
 KE0689
 KE0689.Superseded values are not recommended for survey control.
 KE0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0689.See file dsdata.txt to determine how the superseded data were derived.
 KE0689
 KE0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD998668(NAD 83)
 KE0689_MARKER: DD = SURVEY DISK
 KE0689_SETTING: 0 = UNSPECIFIED SETTING
 KE0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0689
 KE0689  HISTORY     - Date     Condition        Report By
 KE0689  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0689  HISTORY     - 1950     GOOD             NGS
 KE0689
 KE0689                          STATION DESCRIPTION
 KE0689
 KE0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0689'0.8 MI NE FROM NORTONVILLE.
 KE0689'0.8 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0689'RAILWAY FROM THE STATION AT NORTONVILLE, JEFFERSON COUNTY,
 KE0689'OPPOSITE MILEPOST 16, AND 6 FEET NORTH OF THE CENTERLINE OF THE
 KE0689'TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY
 KE0689'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0705 ***********************************************************************
 HF0705  DESIGNATION -  16
 HF0705  PID         -  HF0705
 HF0705  STATE/COUNTY-  KS/COWLEY
 HF0705  USGS QUAD   -  AKRON (1965)
 HF0705
 HF0705                         *CURRENT SURVEY CONTROL
 HF0705  ___________________________________________________________________
 HF0705* NAD 83(1986)-  37 15 31.     (N)    097 01 06.     (W)     SCALED    
 HF0705* NAVD 88     -       343.036  (meters)    1125.44   (feet)  ADJUSTED  
 HF0705  ___________________________________________________________________
 HF0705  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HF0705  DYNAMIC HT  -         342.755 (meters)    1124.52  (feet)  COMP
 HF0705  MODELED GRAV-     979,801.3   (mgal)                       NAVD 88
 HF0705
 HF0705  VERT ORDER  -  SECOND    CLASS 0
 HF0705
 HF0705.The horizontal coordinates were scaled from a topographic map and have
 HF0705.an estimated accuracy of +/- 6 seconds.
 HF0705
 HF0705.The orthometric height was determined by differential leveling
 HF0705.and adjusted by the National Geodetic Survey in June 1991..
 HF0705
 HF0705.The geoid height was determined by GEOID03.
 HF0705
 HF0705.The dynamic height is computed by dividing the NAVD 88
 HF0705.geopotential number by the normal gravity value computed on the
 HF0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0705.degrees latitude (g = 980.6199 gals.).
 HF0705
 HF0705.The modeled gravity was interpolated from observed gravity values.
 HF0705
 HF0705;                    North         East    Units  Estimated Accuracy
 HF0705;SPC KS S     -   466,740.      531,430.      MT  (+/- 180 meters Scaled)
 HF0705
 HF0705                          SUPERSEDED SURVEY CONTROL
 HF0705
 HF0705  NGVD 29 (??/??/92)  342.899  (m)         1124.99   (f) ADJ UNCH    2 0
 HF0705
 HF0705.Superseded values are not recommended for survey control.
 HF0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0705.See file dsdata.txt to determine how the superseded data were derived.
 HF0705
 HF0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG757254(NAD 83)
 HF0705_MARKER: Q = CHISELED SQUARE
 HF0705_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0705_SP_SET: BRIDGE SEAT
 HF0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0705
 HF0705  HISTORY     - Date     Condition        Report By
 HF0705  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0705  HISTORY     - 1935     GOOD             NGS
 HF0705
 HF0705                          STATION DESCRIPTION
 HF0705
 HF0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0705'2.1 MI N FROM WINFIELD.
 HF0705'2.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0705'FROM WINFIELD, COWLEY COUNTY, AT MILEPOST 229, AT BRIDGE 229 A,
 HF0705'AND ON THE RIGHT BRIDGE SEAT OF THE EAST ABUTMENT.  A CHISELED
 HF0705'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0653 ***********************************************************************
 KF0653  DESIGNATION -  16
 KF0653  PID         -  KF0653
 KF0653  STATE/COUNTY-  KS/RILEY
 KF0653  USGS QUAD   -  KEATS (1992)
 KF0653
 KF0653                         *CURRENT SURVEY CONTROL
 KF0653  ___________________________________________________________________
 KF0653* NAD 83(1986)-  39 08 37.     (N)    096 39 10.     (W)     SCALED    
 KF0653* NAVD 88     -       316.447  (meters)    1038.21   (feet)  ADJUSTED  
 KF0653  ___________________________________________________________________
 KF0653  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 KF0653  DYNAMIC HT  -         316.236 (meters)    1037.52  (feet)  COMP
 KF0653  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 KF0653
 KF0653  VERT ORDER  -  FIRST     CLASS II
 KF0653
 KF0653.The horizontal coordinates were scaled from a topographic map and have
 KF0653.an estimated accuracy of +/- 6 seconds.
 KF0653
 KF0653.The orthometric height was determined by differential leveling
 KF0653.and adjusted by the National Geodetic Survey in June 1991..
 KF0653
 KF0653.The geoid height was determined by GEOID03.
 KF0653
 KF0653.The dynamic height is computed by dividing the NAVD 88
 KF0653.geopotential number by the normal gravity value computed on the
 KF0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0653.degrees latitude (g = 980.6199 gals.).
 KF0653
 KF0653.The modeled gravity was interpolated from observed gravity values.
 KF0653
 KF0653;                    North         East    Units  Estimated Accuracy
 KF0653;SPC KS N     -    90,820.      516,460.      MT  (+/- 180 meters Scaled)
 KF0653
 KF0653                          SUPERSEDED SURVEY CONTROL
 KF0653
 KF0653  NGVD 29 (??/??/92)  316.321  (m)         1037.80   (f) ADJ UNCH    1 2
 KF0653
 KF0653.Superseded values are not recommended for survey control.
 KF0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0653.See file dsdata.txt to determine how the superseded data were derived.
 KF0653
 KF0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ028353(NAD 83)
 KF0653_MARKER: X = CHISELED CROSS
 KF0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0653_SP_SET: SEMAPHORE BASE
 KF0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0653
 KF0653  HISTORY     - Date     Condition        Report By
 KF0653  HISTORY     - UNK      MONUMENTED       CGS
 KF0653  HISTORY     - 1965     GOOD             NGS
 KF0653
 KF0653                          STATION DESCRIPTION
 KF0653
 KF0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0653'3.6 MI E FROM OGDENBURG.
 KF0653'3.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0653'AT OGDENBURG, RILEY COUNTY, AT SEMAPHORE 1266, ON THE SOUTHEAST
 KF0653'SIDE OF THE TRACK, ON TOP OF THE WEST CORNER ON NORTHWEST SIDE
 KF0653'OF THE SEMAPHORE BASE, AN IRON BOLT MARKED WITH A CROSS.  NOTE-- THE
 KF0653'CROSS SEEMS TO HAVE BEEN MADE WITH A BLUNT CHISEL, CORNERS OF
 KF0653'THE CROSS ARE PLAIN WITH NOT MUCH OF AN INDENTATION IN THE MIDDLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0489 ***********************************************************************
 KG0489  DESIGNATION -  16 JES
 KG0489  PID         -  KG0489
 KG0489  STATE/COUNTY-  KS/GRAHAM
 KG0489  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0489
 KG0489                         *CURRENT SURVEY CONTROL
 KG0489  ___________________________________________________________________
 KG0489* NAD 83(1986)-  39 26 16.     (N)    099 50 41.     (W)     SCALED    
 KG0489* NAVD 88     -       704.278  (meters)    2310.62   (feet)  ADJUSTED  
 KG0489  ___________________________________________________________________
 KG0489  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 KG0489  DYNAMIC HT  -         703.775 (meters)    2308.97  (feet)  COMP
 KG0489  MODELED GRAV-     979,889.2   (mgal)                       NAVD 88
 KG0489
 KG0489  VERT ORDER  -  FIRST     CLASS II
 KG0489
 KG0489.The horizontal coordinates were scaled from a topographic map and have
 KG0489.an estimated accuracy of +/- 6 seconds.
 KG0489
 KG0489.The orthometric height was determined by differential leveling
 KG0489.and adjusted by the National Geodetic Survey in June 1991..
 KG0489
 KG0489.The geoid height was determined by GEOID03.
 KG0489
 KG0489.The dynamic height is computed by dividing the NAVD 88
 KG0489.geopotential number by the normal gravity value computed on the
 KG0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0489.degrees latitude (g = 980.6199 gals.).
 KG0489
 KG0489.The modeled gravity was interpolated from observed gravity values.
 KG0489
 KG0489;                    North         East    Units  Estimated Accuracy
 KG0489;SPC KS N     -   124,230.      241,210.      MT  (+/- 180 meters Scaled)
 KG0489
 KG0489                          SUPERSEDED SURVEY CONTROL
 KG0489
 KG0489  NGVD 29 (02/14/92)  703.989  (m)         2309.67   (f) ADJUSTED    1 2
 KG0489
 KG0489.Superseded values are not recommended for survey control.
 KG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0489.See file dsdata.txt to determine how the superseded data were derived.
 KG0489
 KG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ273657(NAD 83)
 KG0489_MARKER: DB = BENCH MARK DISK
 KG0489_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KG0489+WITH SETTING: INFORMATION.
 KG0489_SP_SET: SHALLOW-SET METAL ROD
 KG0489_STAMPING: 16 JES 1974
 KG0489_MARK LOGO: USGS  
 KG0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0489
 KG0489  HISTORY     - Date     Condition        Report By
 KG0489  HISTORY     - 1974     MONUMENTED       USGS
 KG0489  HISTORY     - 1986     GOOD             NGS
 KG0489  HISTORY     - 20060512 POOR             GEOCAC
 KG0489
 KG0489                          STATION DESCRIPTION
 KG0489
 KG0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0489'8.0 KM (5.0 MI) NORTH FROM HILL CITY.
 KG0489'8.03 KM (5.02 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0489'HIGHWAY 24 AT HILL CITY, IN THE NORTHEAST CORNER OF THE JUNCTION OF A
 KG0489'DIRT ROAD, 0.68 KM (0.42 MI) NORTH OF MILEPOST 176, 17.9 METERS (59
 KG0489'FT) EAST OF THE HIGHWAY CENTERLINE, 39.3 METERS (129 FT) NORTH OF THE
 KG0489'CENTER OF THE ROAD, 29.8 METERS (98 FT) NORTH OF A FENCE CORNER AND
 KG0489'1.0 METER (3.5 FT) WEST OF A T JUNCTION POWER POLE.  NOTE--A
 KG0489'COPPER-CLAD STEEL ROAD SET TO AN UNKNOWN DEPTH, AND FLUSH WITH THE
 KG0489'GROUND.
 KG0489'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 KG0489'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 KG0489
 KG0489                          STATION RECOVERY (2006)
 KG0489
 KG0489'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0489'FOUND THE BENCH MARK DISK DIRECTLY UNDER A BARBED WIRE FENCE, ABOUT 55
 KG0489'FEET NORTH OF A FENCE CORNER, AND AT HANDHELD COORDINATES N39-26-15.78
 KG0489'W099-50-41.64.  THE DISK IS LOOSE IN ITS MOUNTING AND TILTS SOUTHEAST
 KG0489'ABOUT 20 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0545 ***********************************************************************
 HE0545  DESIGNATION -  160
 HE0545  PID         -  HE0545
 HE0545  STATE/COUNTY-  KS/MONTGOMERY
 HE0545  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0545
 HE0545                         *CURRENT SURVEY CONTROL
 HE0545  ___________________________________________________________________
 HE0545* NAD 83(1986)-  37 03 17.     (N)    095 35 30.     (W)     SCALED    
 HE0545* NAVD 88     -       220.195  (meters)     722.42   (feet)  ADJUSTED  
 HE0545  ___________________________________________________________________
 HE0545  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HE0545  DYNAMIC HT  -         220.021 (meters)     721.85  (feet)  COMP
 HE0545  MODELED GRAV-     979,837.7   (mgal)                       NAVD 88
 HE0545
 HE0545  VERT ORDER  -  FIRST     CLASS II
 HE0545
 HE0545.The horizontal coordinates were scaled from a topographic map and have
 HE0545.an estimated accuracy of +/- 6 seconds.
 HE0545
 HE0545.The orthometric height was determined by differential leveling
 HE0545.and adjusted by the National Geodetic Survey in June 1991..
 HE0545
 HE0545.The geoid height was determined by GEOID03.
 HE0545
 HE0545.The dynamic height is computed by dividing the NAVD 88
 HE0545.geopotential number by the normal gravity value computed on the
 HE0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0545.degrees latitude (g = 980.6199 gals.).
 HE0545
 HE0545.The modeled gravity was interpolated from observed gravity values.
 HE0545
 HE0545;                    North         East    Units  Estimated Accuracy
 HE0545;SPC KS S     -   447,100.      658,660.      MT  (+/- 180 meters Scaled)
 HE0545
 HE0545                          SUPERSEDED SURVEY CONTROL
 HE0545
 HE0545  NGVD 29 (??/??/92)  220.059  (m)          721.98   (f) ADJ UNCH    1 2
 HE0545
 HE0545.Superseded values are not recommended for survey control.
 HE0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0545.See file dsdata.txt to determine how the superseded data were derived.
 HE0545
 HE0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB695040(NAD 83)
 HE0545_MARKER: Q = CHISELED SQUARE
 HE0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0545_SP_SET: PIER
 HE0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0545
 HE0545  HISTORY     - Date     Condition        Report By
 HE0545  HISTORY     - UNK      MONUMENTED       MKTRR
 HE0545  HISTORY     - 1933     GOOD             NGS
 HE0545  HISTORY     - 1944     MARK NOT FOUND   KSHC
 HE0545
 HE0545                          STATION DESCRIPTION
 HE0545
 HE0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0545'1.8 MI E FROM COFFEYVILLE.
 HE0545'1.8 MILES EAST OF ON EAST END, AND THE SOUTH WEST CORNER OF
 HE0545'BRIDGE PIER, 2 POLES SOUTH WEST OF MO. PACIFIC 166 POLE, 4 1/2
 HE0545'POLES SOUTH WEST OF VERIGIS RIVER BRIDGE.
 HE0545
 HE0545                          STATION RECOVERY (1944)
 HE0545
 HE0545'RECOVERY NOTE BY KS HIGHWAY COMM 1944
 HE0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0350 ***********************************************************************
 JF0350  DESIGNATION -  160 C
 JF0350  PID         -  JF0350
 JF0350  STATE/COUNTY-  KS/MARION
 JF0350  USGS QUAD   -  FLORENCE (1989)
 JF0350
 JF0350                         *CURRENT SURVEY CONTROL
 JF0350  ___________________________________________________________________
 JF0350* NAD 83(1986)-  38 12 40.     (N)    096 59 13.     (W)     SCALED    
 JF0350* NAVD 88     -       396.136  (meters)    1299.66   (feet)  ADJUSTED  
 JF0350  ___________________________________________________________________
 JF0350  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 JF0350  DYNAMIC HT  -         395.843 (meters)    1298.69  (feet)  COMP
 JF0350  MODELED GRAV-     979,878.7   (mgal)                       NAVD 88
 JF0350
 JF0350  VERT ORDER  -  SECOND    CLASS 0
 JF0350
 JF0350.The horizontal coordinates were scaled from a topographic map and have
 JF0350.an estimated accuracy of +/- 6 seconds.
 JF0350
 JF0350.The orthometric height was determined by differential leveling
 JF0350.and adjusted by the National Geodetic Survey in June 1991..
 JF0350
 JF0350.The geoid height was determined by GEOID03.
 JF0350
 JF0350.The dynamic height is computed by dividing the NAVD 88
 JF0350.geopotential number by the normal gravity value computed on the
 JF0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0350.degrees latitude (g = 980.6199 gals.).
 JF0350
 JF0350.The modeled gravity was interpolated from observed gravity values.
 JF0350
 JF0350;                    North         East    Units  Estimated Accuracy
 JF0350;SPC KS S     -   572,490.      532,500.      MT  (+/- 180 meters Scaled)
 JF0350
 JF0350                          SUPERSEDED SURVEY CONTROL
 JF0350
 JF0350  NGVD 29 (??/??/92)  395.982  (m)         1299.15   (f) ADJ UNCH    2 0
 JF0350
 JF0350.Superseded values are not recommended for survey control.
 JF0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0350.See file dsdata.txt to determine how the superseded data were derived.
 JF0350
 JF0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH762311(NAD 83)
 JF0350_MARKER: Q = CHISELED SQUARE
 JF0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0350_SP_SET: BRIDGE
 JF0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0350
 JF0350  HISTORY     - Date     Condition        Report By
 JF0350  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0350  HISTORY     - 1934     GOOD             NGS
 JF0350
 JF0350                          STATION DESCRIPTION
 JF0350
 JF0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0350'1.7 MI E FROM WAGNER.
 JF0350'1.7 MILES EAST OF WAGNER, KANS.  ON THE SANTA FE R.R. ON THE
 JF0350'EAST END OF THE NORTH HEADWALL OF BRIDGE 160-C, 6 POLES EAST
 JF0350'OF MILE POST 161.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0710 ***********************************************************************
 JF0710  DESIGNATION -  16+00
 JF0710  PID         -  JF0710
 JF0710  STATE/COUNTY-  KS/MARION
 JF0710  USGS QUAD   -  MARION (1985)
 JF0710
 JF0710                         *CURRENT SURVEY CONTROL
 JF0710  ___________________________________________________________________
 JF0710* NAD 83(1986)-  38 21 19.     (N)    097 07 26.     (W)     SCALED    
 JF0710* NAVD 88     -       419.306  (meters)    1375.67   (feet)  ADJUSTED  
 JF0710  ___________________________________________________________________
 JF0710  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 JF0710  DYNAMIC HT  -         418.995 (meters)    1374.65  (feet)  COMP
 JF0710  MODELED GRAV-     979,875.9   (mgal)                       NAVD 88
 JF0710
 JF0710  VERT ORDER  -  SECOND    CLASS 0
 JF0710
 JF0710.The horizontal coordinates were scaled from a topographic map and have
 JF0710.an estimated accuracy of +/- 6 seconds.
 JF0710
 JF0710.The orthometric height was determined by differential leveling
 JF0710.and adjusted by the National Geodetic Survey in June 1991..
 JF0710
 JF0710.The geoid height was determined by GEOID03.
 JF0710
 JF0710.The dynamic height is computed by dividing the NAVD 88
 JF0710.geopotential number by the normal gravity value computed on the
 JF0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0710.degrees latitude (g = 980.6199 gals.).
 JF0710
 JF0710.The modeled gravity was interpolated from observed gravity values.
 JF0710
 JF0710;                    North         East    Units  Estimated Accuracy
 JF0710;SPC KS S     -   588,300.      520,270.      MT  (+/- 180 meters Scaled)
 JF0710
 JF0710                          SUPERSEDED SURVEY CONTROL
 JF0710
 JF0710  NGVD 29 (??/??/92)  419.142  (m)         1375.13   (f) ADJ UNCH    2 0
 JF0710
 JF0710.Superseded values are not recommended for survey control.
 JF0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0710.See file dsdata.txt to determine how the superseded data were derived.
 JF0710
 JF0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH639469(NAD 83)
 JF0710_MARKER: B = BOLT
 JF0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0710+STABILITY: SURFACE MOTION
 JF0710
 JF0710  HISTORY     - Date     Condition        Report By
 JF0710  HISTORY     - UNK      MONUMENTED       CGS
 JF0710  HISTORY     - 1934     GOOD             NGS
 JF0710
 JF0710                          STATION DESCRIPTION
 JF0710
 JF0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0710'4.4 MI E FROM HILLSBORO.
 JF0710'4.4 MILES EAST BY RAIL, LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0710'FE R.R. CO.  AT MILE POST 16.  49 FT. R. OR NORTH OF THE CENTER
 JF0710'LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0349 ***********************************************************************
 JF0349  DESIGNATION -  161 A
 JF0349  PID         -  JF0349
 JF0349  STATE/COUNTY-  KS/MARION
 JF0349  USGS QUAD   -  FLORENCE (1989)
 JF0349
 JF0349                         *CURRENT SURVEY CONTROL
 JF0349  ___________________________________________________________________
 JF0349* NAD 83(1986)-  38 12 16.     (N)    096 59 51.     (W)     SCALED    
 JF0349* NAVD 88     -       399.407  (meters)    1310.39   (feet)  ADJUSTED  
 JF0349  ___________________________________________________________________
 JF0349  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 JF0349  DYNAMIC HT  -         399.111 (meters)    1309.42  (feet)  COMP
 JF0349  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 JF0349
 JF0349  VERT ORDER  -  SECOND    CLASS 0
 JF0349
 JF0349.The horizontal coordinates were scaled from a topographic map and have
 JF0349.an estimated accuracy of +/- 6 seconds.
 JF0349
 JF0349.The orthometric height was determined by differential leveling
 JF0349.and adjusted by the National Geodetic Survey in June 1991..
 JF0349
 JF0349.The geoid height was determined by GEOID03.
 JF0349
 JF0349.The dynamic height is computed by dividing the NAVD 88
 JF0349.geopotential number by the normal gravity value computed on the
 JF0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0349.degrees latitude (g = 980.6199 gals.).
 JF0349
 JF0349.The modeled gravity was interpolated from observed gravity values.
 JF0349
 JF0349;                    North         East    Units  Estimated Accuracy
 JF0349;SPC KS S     -   571,730.      531,590.      MT  (+/- 180 meters Scaled)
 JF0349
 JF0349                          SUPERSEDED SURVEY CONTROL
 JF0349
 JF0349  NGVD 29 (??/??/92)  399.251  (m)         1309.88   (f) ADJ UNCH    2 0
 JF0349
 JF0349.Superseded values are not recommended for survey control.
 JF0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0349.See file dsdata.txt to determine how the superseded data were derived.
 JF0349
 JF0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH753303(NAD 83)
 JF0349_MARKER: Q = CHISELED SQUARE
 JF0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0349_SP_SET: BRIDGE
 JF0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0349
 JF0349  HISTORY     - Date     Condition        Report By
 JF0349  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0349  HISTORY     - 1934     GOOD             NGS
 JF0349
 JF0349                          STATION DESCRIPTION
 JF0349
 JF0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0349'0.9 MI E FROM WAGNER.
 JF0349'0.9 MILES EAST OF WAGNER, KANS.  ON THE SANTA FE. R.R. A CHISELED
 JF0349'SQUARE ON THE EAST END OF NORTH HEADWALL OF BRIDGE 161-A, MILE
 JF0349'161.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0335 ***********************************************************************
 JF0335  DESIGNATION -  165 B
 JF0335  PID         -  JF0335
 JF0335  STATE/COUNTY-  KS/MARION
 JF0335  USGS QUAD   -  BURNS (1962)
 JF0335
 JF0335                         *CURRENT SURVEY CONTROL
 JF0335  ___________________________________________________________________
 JF0335* NAD 83(1986)-  38 07 18.     (N)    096 54 05.     (W)     SCALED    
 JF0335* NAVD 88     -       442.206  (meters)    1450.80   (feet)  ADJUSTED  
 JF0335  ___________________________________________________________________
 JF0335  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 JF0335  DYNAMIC HT  -         441.873 (meters)    1449.71  (feet)  COMP
 JF0335  MODELED GRAV-     979,863.4   (mgal)                       NAVD 88
 JF0335
 JF0335  VERT ORDER  -  SECOND    CLASS 0
 JF0335
 JF0335.The horizontal coordinates were scaled from a topographic map and have
 JF0335.an estimated accuracy of +/- 6 seconds.
 JF0335
 JF0335.The orthometric height was determined by differential leveling
 JF0335.and adjusted by the National Geodetic Survey in June 1991..
 JF0335
 JF0335.The geoid height was determined by GEOID03.
 JF0335
 JF0335.The dynamic height is computed by dividing the NAVD 88
 JF0335.geopotential number by the normal gravity value computed on the
 JF0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0335.degrees latitude (g = 980.6199 gals.).
 JF0335
 JF0335.The modeled gravity was interpolated from observed gravity values.
 JF0335
 JF0335;                    North         East    Units  Estimated Accuracy
 JF0335;SPC KS S     -   562,690.      540,160.      MT  (+/- 180 meters Scaled)
 JF0335
 JF0335                          SUPERSEDED SURVEY CONTROL
 JF0335
 JF0335  NGVD 29 (??/??/92)  442.024  (m)         1450.21   (f) ADJ UNCH    2 0
 JF0335
 JF0335.Superseded values are not recommended for survey control.
 JF0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0335.See file dsdata.txt to determine how the superseded data were derived.
 JF0335
 JF0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH839213(NAD 83)
 JF0335_MARKER: Q = CHISELED SQUARE
 JF0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0335_SP_SET: BRIDGE
 JF0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0335
 JF0335  HISTORY     - Date     Condition        Report By
 JF0335  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0335  HISTORY     - 1940     POOR             NGS
 JF0335
 JF0335                          STATION DESCRIPTION
 JF0335
 JF0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0335'2.5 MI N FROM BURNS.
 JF0335'2.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0335'FROM THE STATION AT BURNS, MARION COUNTY, AT BRIDGE NO. 165 B,
 JF0335'AND ON THE TOP OF THE NORTHWEST CORNER OF THE WEST CONCRETE
 JF0335'HEADWALL.  A CHISELED SQUARE.  NOTE-- HEADWALL CRACKED AND LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0339 ***********************************************************************
 JF0339  DESIGNATION -  169 A
 JF0339  PID         -  JF0339
 JF0339  STATE/COUNTY-  KS/BUTLER
 JF0339  USGS QUAD   -  BURNS (1962)
 JF0339
 JF0339                         *CURRENT SURVEY CONTROL
 JF0339  ___________________________________________________________________
 JF0339* NAD 83(1986)-  38 04 44.     (N)    096 52 45.     (W)     SCALED    
 JF0339* NAVD 88     -       454.813  (meters)    1492.17   (feet)  ADJUSTED  
 JF0339  ___________________________________________________________________
 JF0339  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 JF0339  DYNAMIC HT  -         454.468 (meters)    1491.03  (feet)  COMP
 JF0339  MODELED GRAV-     979,856.3   (mgal)                       NAVD 88
 JF0339
 JF0339  VERT ORDER  -  SECOND    CLASS 0
 JF0339
 JF0339.The horizontal coordinates were scaled from a topographic map and have
 JF0339.an estimated accuracy of +/- 6 seconds.
 JF0339
 JF0339.The orthometric height was determined by differential leveling
 JF0339.and adjusted by the National Geodetic Survey in June 1991..
 JF0339
 JF0339.The geoid height was determined by GEOID03.
 JF0339
 JF0339.The dynamic height is computed by dividing the NAVD 88
 JF0339.geopotential number by the normal gravity value computed on the
 JF0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0339.degrees latitude (g = 980.6199 gals.).
 JF0339
 JF0339.The modeled gravity was interpolated from observed gravity values.
 JF0339
 JF0339;                    North         East    Units  Estimated Accuracy
 JF0339;SPC KS S     -   557,970.      542,190.      MT  (+/- 180 meters Scaled)
 JF0339
 JF0339                          SUPERSEDED SURVEY CONTROL
 JF0339
 JF0339  NGVD 29 (??/??/92)  454.626  (m)         1491.55   (f) ADJ UNCH    2 0
 JF0339
 JF0339.Superseded values are not recommended for survey control.
 JF0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0339.See file dsdata.txt to determine how the superseded data were derived.
 JF0339
 JF0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH860166(NAD 83)
 JF0339_MARKER: Q = CHISELED SQUARE
 JF0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0339_SP_SET: BRIDGE
 JF0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0339
 JF0339  HISTORY     - Date     Condition        Report By
 JF0339  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0339  HISTORY     - 1940     GOOD             NGS
 JF0339
 JF0339                          STATION DESCRIPTION
 JF0339
 JF0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0339'0.7 MI S FROM BURNS.
 JF0339'IN BUTLER COUNTY, 0.7 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND
 JF0339'SANTA FE RAILWAY FROM THE STATION AT BURNS, MARION COUNTY, AT
 JF0339'BRIDGE NO. 169 A, AND ON THE TOP OF THE NORTHWEST CORNER OF THE
 JF0339'WEST CONCRETE HEADWALL.  A CHISELED SQUARE.  NOTE-- HEADWALL IS
 JF0339'CRACKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0692 ***********************************************************************
 KE0692  DESIGNATION -  17
 KE0692  PID         -  KE0692
 KE0692  STATE/COUNTY-  KS/JEFFERSON
 KE0692  USGS QUAD   -  NORTONVILLE (1979)
 KE0692
 KE0692                         *CURRENT SURVEY CONTROL
 KE0692  ___________________________________________________________________
 KE0692* NAD 83(1986)-  39 24 56.     (N)    095 20 15.     (W)     SCALED    
 KE0692* NAVD 88     -       354.131  (meters)    1161.84   (feet)  ADJUSTED  
 KE0692  ___________________________________________________________________
 KE0692  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KE0692  DYNAMIC HT  -         353.906 (meters)    1161.11  (feet)  COMP
 KE0692  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 KE0692
 KE0692  VERT ORDER  -  SECOND    CLASS 0
 KE0692
 KE0692.The horizontal coordinates were scaled from a topographic map and have
 KE0692.an estimated accuracy of +/- 6 seconds.
 KE0692
 KE0692.The orthometric height was determined by differential leveling
 KE0692.and adjusted by the National Geodetic Survey in June 1991..
 KE0692
 KE0692.The geoid height was determined by GEOID03.
 KE0692
 KE0692.The dynamic height is computed by dividing the NAVD 88
 KE0692.geopotential number by the normal gravity value computed on the
 KE0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0692.degrees latitude (g = 980.6199 gals.).
 KE0692
 KE0692.The modeled gravity was interpolated from observed gravity values.
 KE0692
 KE0692;                    North         East    Units  Estimated Accuracy
 KE0692;SPC KS N     -   123,510.      629,250.      MT  (+/- 180 meters Scaled)
 KE0692
 KE0692                          SUPERSEDED SURVEY CONTROL
 KE0692
 KE0692  NGVD 29 (??/??/92)  354.017  (m)         1161.47   (f) ADJ UNCH    2 0
 KE0692
 KE0692.Superseded values are not recommended for survey control.
 KE0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0692.See file dsdata.txt to determine how the superseded data were derived.
 KE0692
 KE0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD987655(NAD 83)
 KE0692_MARKER: DD = SURVEY DISK
 KE0692_SETTING: 0 = UNSPECIFIED SETTING
 KE0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0692
 KE0692  HISTORY     - Date     Condition        Report By
 KE0692  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0692  HISTORY     - 1950     GOOD             NGS
 KE0692
 KE0692                          STATION DESCRIPTION
 KE0692
 KE0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0692'0.2 MI SW FROM NORTONVILLE.
 KE0692'0.2 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0692'RAILWAY FROM THE STATION AT NORTONVILLE, JEFFERSON COUNTY,
 KE0692'OPPOSITE MILEPOST 17, AND 6 FEET NORTH OF THE CENTERLINE OF
 KE0692'THE TRACK.  THE HIGHEST POINT OF A SECTION RAIL SET VERTICALLY
 KE0692'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0388 ***********************************************************************
 HE0388  DESIGNATION -  17
 HE0388  PID         -  HE0388
 HE0388  STATE/COUNTY-  KS/NEOSHO
 HE0388  USGS QUAD   -  ERIE (1973)
 HE0388
 HE0388                         *CURRENT SURVEY CONTROL
 HE0388  ___________________________________________________________________
 HE0388* NAD 83(1986)-  37 35 00.     (N)    095 11 56.     (W)     SCALED    
 HE0388* NAVD 88     -       280.006  (meters)     918.65   (feet)  ADJUSTED  
 HE0388  ___________________________________________________________________
 HE0388  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0388  DYNAMIC HT  -         279.787 (meters)     917.93  (feet)  COMP
 HE0388  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 HE0388
 HE0388  VERT ORDER  -  SECOND    CLASS 0
 HE0388
 HE0388.The horizontal coordinates were scaled from a topographic map and have
 HE0388.an estimated accuracy of +/- 6 seconds.
 HE0388
 HE0388.The orthometric height was determined by differential leveling
 HE0388.and adjusted by the National Geodetic Survey in June 1991..
 HE0388
 HE0388.The geoid height was determined by GEOID03.
 HE0388
 HE0388.The dynamic height is computed by dividing the NAVD 88
 HE0388.geopotential number by the normal gravity value computed on the
 HE0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0388.degrees latitude (g = 980.6199 gals.).
 HE0388
 HE0388.The modeled gravity was interpolated from observed gravity values.
 HE0388
 HE0388;                    North         East    Units  Estimated Accuracy
 HE0388;SPC KS S     -   506,900.      691,500.      MT  (+/- 180 meters Scaled)
 HE0388
 HE0388                          SUPERSEDED SURVEY CONTROL
 HE0388
 HE0388  NGVD 29 (??/??/92)  279.880  (m)          918.24   (f) ADJ UNCH    2 0
 HE0388
 HE0388.Superseded values are not recommended for survey control.
 HE0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0388.See file dsdata.txt to determine how the superseded data were derived.
 HE0388
 HE0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB058618(NAD 83)
 HE0388_MARKER: B = BOLT
 HE0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0388+STABILITY: SURFACE MOTION
 HE0388
 HE0388  HISTORY     - Date     Condition        Report By
 HE0388  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0388  HISTORY     - 1934     GOOD             NGS
 HE0388  HISTORY     - 1964     GOOD             NGS
 HE0388
 HE0388                          STATION DESCRIPTION
 HE0388
 HE0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0388'2.6 MI NE FROM ERIE.
 HE0388'2.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0388'RAILWAY FROM THE STATION AT ERIE, NEOSHO COUNTY, AT MILEPOST
 HE0388'17, 2 POLES WEST OF A ROAD CROSSING, AND 33 FEET SOUTH OF THE
 HE0388'CENTER LINE OF THE TRACK.  AN IRON BOLT, SET IN THE TOP OF A
 HE0388'CONCRETE POST.  NOTE-- THE POST IS LOOSE IN THE GROUND.
 HE0388
 HE0388                          STATION RECOVERY (1964)
 HE0388
 HE0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0583 ***********************************************************************
 HE0583  DESIGNATION -  17
 HE0583  PID         -  HE0583
 HE0583  STATE/COUNTY-  KS/WOODSON
 HE0583  USGS QUAD   -  TORONTO (1969)
 HE0583
 HE0583                         *CURRENT SURVEY CONTROL
 HE0583  ___________________________________________________________________
 HE0583* NAD 83(1986)-  37 48 16.     (N)    095 57 37.     (W)     SCALED    
 HE0583* NAVD 88     -       278.092  (meters)     912.37   (feet)  ADJUSTED  
 HE0583  ___________________________________________________________________
 HE0583  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HE0583  DYNAMIC HT  -         277.878 (meters)     911.67  (feet)  COMP
 HE0583  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 HE0583
 HE0583  VERT ORDER  -  FIRST     CLASS II
 HE0583
 HE0583.The horizontal coordinates were scaled from a topographic map and have
 HE0583.an estimated accuracy of +/- 6 seconds.
 HE0583
 HE0583.The orthometric height was determined by differential leveling
 HE0583.and adjusted by the National Geodetic Survey in June 1991..
 HE0583
 HE0583.The geoid height was determined by GEOID03.
 HE0583
 HE0583.The dynamic height is computed by dividing the NAVD 88
 HE0583.geopotential number by the normal gravity value computed on the
 HE0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0583.degrees latitude (g = 980.6199 gals.).
 HE0583
 HE0583.The modeled gravity was interpolated from observed gravity values.
 HE0583
 HE0583;                    North         East    Units  Estimated Accuracy
 HE0583;SPC KS S     -   529,320.      623,620.      MT  (+/- 180 meters Scaled)
 HE0583
 HE0583                          SUPERSEDED SURVEY CONTROL
 HE0583
 HE0583  NGVD 29 (??/??/92)  277.951  (m)          911.91   (f) ADJ UNCH    1 2
 HE0583
 HE0583.Superseded values are not recommended for survey control.
 HE0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0583.See file dsdata.txt to determine how the superseded data were derived.
 HE0583
 HE0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB393882(NAD 83)
 HE0583_MARKER: B = BOLT
 HE0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0583+STABILITY: SURFACE MOTION
 HE0583
 HE0583  HISTORY     - Date     Condition        Report By
 HE0583  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0583  HISTORY     - 1934     GOOD             NGS
 HE0583
 HE0583                          STATION DESCRIPTION
 HE0583
 HE0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0583'0.6 MI N FROM TORONTO.
 HE0583'0.6 MILE NORTH ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON,
 HE0583'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT TORONTO, WOODSON
 HE0583'COUNTY, AND 124 FEET SOUTHWEST OF THE CENTERLINE OF THE OLD
 HE0583'ROADBED.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST
 HE0583'PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0919 ***********************************************************************
 HH0919  DESIGNATION -  17 EV 247
 HH0919  PID         -  HH0919
 HH0919  STATE/COUNTY-  KS/MEADE
 HH0919  USGS QUAD   -  IRISH FLATS (1983)
 HH0919
 HH0919                         *CURRENT SURVEY CONTROL
 HH0919  ___________________________________________________________________
 HH0919* NAD 83(1997)-  37 03 11.45339(N)    100 23 52.32044(W)     ADJUSTED  
 HH0919* NAVD 88     -       755.27   (+/-2cm)    2477.9    (feet)  VERTCON   
 HH0919  ___________________________________________________________________
 HH0919  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HH0919  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 HH0919
 HH0919  HORZ ORDER  -  SECOND
 HH0919  VERT ORDER  -  THIRD ? (See Below)
 HH0919
 HH0919.The horizontal coordinates were established by classical geodetic methods
 HH0919.and adjusted by the National Geodetic Survey in October 1998..
 HH0919
 HH0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0919.The vertical order pertains to the NGVD 29 superseded value.
 HH0919
 HH0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0919
 HH0919.The geoid height was determined by GEOID03.
 HH0919
 HH0919;                    North         East     Units Scale Factor Converg.
 HH0919;SPC KS S     -   444,616.255   231,188.847   MT  1.00004882   -1 09 58.7
 HH0919;SPC OK N     -   230,454.372   386,718.464   MT  1.00006484   -1 24 54.3
 HH0919;SPC OK N     -   756,082.39  1,268,758.83   sFT  1.00006484   -1 24 54.3
 HH0919;UTM  14      - 4,101,685.703   375,706.577   MT  0.99979031   -0 50 32.6
 HH0919
 HH0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0919!SPC KS S     -   0.99988573  x   1.00004882  =   0.99993455
 HH0919!SPC OK N     -   0.99988573  x   1.00006484  =   0.99995057
 HH0919!UTM  14      -   0.99988573  x   0.99979031  =   0.99967607
 HH0919
 HH0919                          SUPERSEDED SURVEY CONTROL
 HH0919
 HH0919  NAD 83(1997)-  37 03 11.46037(N)    100 23 52.32135(W) AD(       ) 2
 HH0919  NAD 83(1986)-  37 03 11.45713(N)    100 23 52.31738(W) AD(       ) 2
 HH0919  NAD 27      -  37 03 11.35058(N)    100 23 50.78506(W) AD(       ) 2
 HH0919  NGVD 29 (07/19/86)  754.94   (m)         2476.8    (f) LEVELING    3  
 HH0919
 HH0919.Superseded values are not recommended for survey control.
 HH0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0919.See file dsdata.txt to determine how the superseded data were derived.
 HH0919
 HH0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG7570701686(NAD 83)
 HH0919_MARKER: DB = BENCH MARK DISK
 HH0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0919_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0919+STABILITY: SURFACE MOTION
 HH0919
 HH0919  HISTORY     - Date     Condition        Report By
 HH0919  HISTORY     - 1961     MONUMENTED       USGS
 HH0919
 HH0919                          STATION DESCRIPTION
 HH0919
 HH0919'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HH0919'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED, 2477
 HH0919'17 EV 1962, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH
 HH0919'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28 FEET
 HH0919'EAST OF THE CENTER ROAD, 1.4FEET NORTHWEST OF A POWER LINE POLE,
 HH0919'0.5 FEET EAST OF A FENCE LINE.
 HH0919'
 HH0919'TO REACH THE STATION FROM THE POST OFFICE IN MEADE, GO SOUTH ON STATE
 HH0919'HIGHWAY 23 FOR 8.2 MILE TO WHERE HIGHWAY BEARS TO THE
 HH0919'RIGHT.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 23 FOR 3.1 MILES TO
 HH0919'A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 8.95
 HH0919'MILES TO WHERE MAIN ROAD BEARS LEFT.  CONTINUE SOUTH ON GRAVELED
 HH0919'ROAD FOR 0.05 MILE TO A CROSS ROAD, CONTINUE SOUTH ON GRAVELED ROAD
 HH0919'FOR 0.05 MILE TO USGS BM 17 EV ON THE LEFT, THIS MARK WAS USED
 HH0919'AS KELT 1970 AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0486 ***********************************************************************
 KG0486  DESIGNATION -  17 JES
 KG0486  PID         -  KG0486
 KG0486  STATE/COUNTY-  KS/GRAHAM
 KG0486  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0486
 KG0486                         *CURRENT SURVEY CONTROL
 KG0486  ___________________________________________________________________
 KG0486* NAD 83(1986)-  39 23 38.     (N)    099 50 43.     (W)     SCALED    
 KG0486* NAVD 88     -       687.484  (meters)    2255.52   (feet)  ADJUSTED  
 KG0486  ___________________________________________________________________
 KG0486  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 KG0486  DYNAMIC HT  -         686.995 (meters)    2253.92  (feet)  COMP
 KG0486  MODELED GRAV-     979,893.0   (mgal)                       NAVD 88
 KG0486
 KG0486  VERT ORDER  -  FIRST     CLASS II
 KG0486
 KG0486.The horizontal coordinates were scaled from a topographic map and have
 KG0486.an estimated accuracy of +/- 6 seconds.
 KG0486
 KG0486.The orthometric height was determined by differential leveling
 KG0486.and adjusted by the National Geodetic Survey in June 1991..
 KG0486
 KG0486.The geoid height was determined by GEOID03.
 KG0486
 KG0486.The dynamic height is computed by dividing the NAVD 88
 KG0486.geopotential number by the normal gravity value computed on the
 KG0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0486.degrees latitude (g = 980.6199 gals.).
 KG0486
 KG0486.The modeled gravity was interpolated from observed gravity values.
 KG0486
 KG0486;                    North         East    Units  Estimated Accuracy
 KG0486;SPC KS N     -   119,350.      241,060.      MT  (+/- 180 meters Scaled)
 KG0486
 KG0486                          SUPERSEDED SURVEY CONTROL
 KG0486
 KG0486  NGVD 29 (02/14/92)  687.198  (m)         2254.58   (f) ADJUSTED    1 2
 KG0486
 KG0486.Superseded values are not recommended for survey control.
 KG0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0486.See file dsdata.txt to determine how the superseded data were derived.
 KG0486
 KG0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ272608(NAD 83)
 KG0486_MARKER: DB = BENCH MARK DISK
 KG0486_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KG0486+WITH SETTING: INFORMATION.
 KG0486_SP_SET: SHALLOW-SET METAL ROD
 KG0486_STAMPING: 17 JES 1974
 KG0486_MARK LOGO: USGS  
 KG0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0486
 KG0486  HISTORY     - Date     Condition        Report By
 KG0486  HISTORY     - 1974     MONUMENTED       USGS
 KG0486  HISTORY     - 1986     GOOD             NGS
 KG0486  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KG0486
 KG0486                          STATION DESCRIPTION
 KG0486
 KG0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0486'3.2 KM (2.0 MI) NORTH FROM HILL CITY.
 KG0486'3.20 KM (2.00 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0486'HIGHWAY 24 AT HILL CITY, IN THE NORTHWEST CORNER OF THE JUNCTION OF A
 KG0486'DIRT ROAD, ACROSS THE HIGHWAY FROM THE HILL CITY CEMETERY, 0.65 KM
 KG0486'(0.41 MI) NORTH OF MILEPOST 173, 21.9 METERS (72 FT) WEST OF THE
 KG0486'HIGHWAY CENTERLINE, 9.7 METERS (32 FT) NORTH OF THE CENTER OF THE ROAD
 KG0486'AND 1.2 METERS (4 FT) WEST OF A LONE POWER POLE.  NOTE-- A COPPER-CLAD
 KG0486'STEEL ROD SET TO AN UNKNOWN DEPTH, AND FLUSH WITH THE GROUND.
 KG0486'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KG0486'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KG0486
 KG0486                          STATION RECOVERY (2006)
 KG0486
 KG0486'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0472 ***********************************************************************
 KG0472  DESIGNATION -  17 JGC
 KG0472  PID         -  KG0472
 KG0472  STATE/COUNTY-  KS/GRAHAM
 KG0472  USGS QUAD   -  TOGO (1979)
 KG0472
 KG0472                         *CURRENT SURVEY CONTROL
 KG0472  ___________________________________________________________________
 KG0472* NAD 83(1986)-  39 12 56.     (N)    099 51 57.     (W)     SCALED    
 KG0472* NAVD 88     -       743.956  (meters)    2440.80   (feet)  ADJUSTED  
 KG0472  ___________________________________________________________________
 KG0472  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 KG0472  DYNAMIC HT  -         743.407 (meters)    2438.99  (feet)  COMP
 KG0472  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 KG0472
 KG0472  VERT ORDER  -  FIRST     CLASS II
 KG0472
 KG0472.The horizontal coordinates were scaled from a topographic map and have
 KG0472.an estimated accuracy of +/- 6 seconds.
 KG0472
 KG0472.The orthometric height was determined by differential leveling
 KG0472.and adjusted by the National Geodetic Survey in June 1991..
 KG0472
 KG0472.The geoid height was determined by GEOID03.
 KG0472
 KG0472.The dynamic height is computed by dividing the NAVD 88
 KG0472.geopotential number by the normal gravity value computed on the
 KG0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0472.degrees latitude (g = 980.6199 gals.).
 KG0472
 KG0472.The modeled gravity was interpolated from observed gravity values.
 KG0472
 KG0472;                    North         East    Units  Estimated Accuracy
 KG0472;SPC KS N     -    99,600.      238,880.      MT  (+/- 180 meters Scaled)
 KG0472
 KG0472                          SUPERSEDED SURVEY CONTROL
 KG0472
 KG0472  NGVD 29 (02/14/92)  743.658  (m)         2439.82   (f) ADJUSTED    1 2
 KG0472
 KG0472.Superseded values are not recommended for survey control.
 KG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0472.See file dsdata.txt to determine how the superseded data were derived.
 KG0472
 KG0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ252410(NAD 83)
 KG0472_MARKER: DB = BENCH MARK DISK
 KG0472_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KG0472+WITH SETTING: INFORMATION.
 KG0472_SP_SET: SHALLOW-SET METAL ROD
 KG0472_STAMPING: 17 JGC 1973
 KG0472_MARK LOGO: USGS  
 KG0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0472
 KG0472  HISTORY     - Date     Condition        Report By
 KG0472  HISTORY     - 1973     MONUMENTED       USGS
 KG0472  HISTORY     - 1986     GOOD             NGS
 KG0472
 KG0472                          STATION DESCRIPTION
 KG0472
 KG0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0472'17.2 KM (10.7 MI) SOUTH FROM HILL CITY.
 KG0472'17.20 KM (10.75 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0472'HIGHWAY 24 AT HILL CITY, IN THE NORTHEAST CORNER OF THE T JUNCTION OF
 KG0472'A PRIVATE DRIVE WAY, 0.28 KM (0.17 MI) SOUTH OF MILEPOST 161, ALSO
 KG0472'20.82 KM (13.01 MI) NORTH OF WAKEENEY, 37.7 METERS (130.5 FT) EAST OF
 KG0472'THE HIGHWAY CENTERLINE, 16.1 METERS (53 FT) SOUTHWEST OF THE SOUTHWEST
 KG0472'CORNER OF A FARM HOUSE, 5.4 METERS (18 FT) NORTH OF THE CENTER OF THE
 KG0472'DRIVE WAY AND 4.2 METERS (14 FT) WEST OF THE SOUTHWEST CORNER OF A
 KG0472'FENCE AROUND THE YARD.  NOTE--A COPPER-CLAD STEEL ROD SET TO AN
 KG0472'UNKNOWN DEPTH, AND FLUSH WITH THE GROUND.
 KG0472'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 KG0472'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0344 ***********************************************************************
 JF0344  DESIGNATION -  170 A
 JF0344  PID         -  JF0344
 JF0344  STATE/COUNTY-  KS/BUTLER
 JF0344  USGS QUAD   -  BURNS (1962)
 JF0344
 JF0344                         *CURRENT SURVEY CONTROL
 JF0344  ___________________________________________________________________
 JF0344* NAD 83(1986)-  38 03 56.     (N)    096 52 37.     (W)     SCALED    
 JF0344* NAVD 88     -       455.134  (meters)    1493.22   (feet)  ADJUSTED  
 JF0344  ___________________________________________________________________
 JF0344  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 JF0344  DYNAMIC HT  -         454.787 (meters)    1492.08  (feet)  COMP
 JF0344  MODELED GRAV-     979,854.4   (mgal)                       NAVD 88
 JF0344
 JF0344  VERT ORDER  -  SECOND    CLASS 0
 JF0344
 JF0344.The horizontal coordinates were scaled from a topographic map and have
 JF0344.an estimated accuracy of +/- 6 seconds.
 JF0344
 JF0344.The orthometric height was determined by differential leveling
 JF0344.and adjusted by the National Geodetic Survey in June 1991..
 JF0344
 JF0344.The geoid height was determined by GEOID03.
 JF0344
 JF0344.The dynamic height is computed by dividing the NAVD 88
 JF0344.geopotential number by the normal gravity value computed on the
 JF0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0344.degrees latitude (g = 980.6199 gals.).
 JF0344
 JF0344.The modeled gravity was interpolated from observed gravity values.
 JF0344
 JF0344;                    North         East    Units  Estimated Accuracy
 JF0344;SPC KS S     -   556,500.      542,410.      MT  (+/- 180 meters Scaled)
 JF0344
 JF0344                          SUPERSEDED SURVEY CONTROL
 JF0344
 JF0344  NGVD 29 (??/??/92)  454.946  (m)         1492.60   (f) ADJ UNCH    2 0
 JF0344
 JF0344.Superseded values are not recommended for survey control.
 JF0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0344.See file dsdata.txt to determine how the superseded data were derived.
 JF0344
 JF0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH862152(NAD 83)
 JF0344_MARKER: B = BOLT
 JF0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0344+STABILITY: SURFACE MOTION
 JF0344
 JF0344  HISTORY     - Date     Condition        Report By
 JF0344  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0344  HISTORY     - 1940     GOOD             NGS
 JF0344
 JF0344                          STATION DESCRIPTION
 JF0344
 JF0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0344'1.8 MI S FROM BURNS.
 JF0344'IN BUTLER COUNTY, 1.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND
 JF0344'SANTA FE RAILWAY FROM THE STATION AT BURNS, MARION COUNTY, ACROSS
 JF0344'THE TRACK FROM MILEPOST 170, AND 50 FEET WEST OF THE CENTERLINE
 JF0344'OF THE TRACK.  THE TOP OF A SQUARE-HEADED BOLT, SET IN THE TOP OF
 JF0344'A CONCRETE POST PROJECTING 1.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0708 ***********************************************************************
 JF0708  DESIGNATION -  17+00
 JF0708  PID         -  JF0708
 JF0708  STATE/COUNTY-  KS/MARION
 JF0708  USGS QUAD   -  HILLSBORO (1985)
 JF0708
 JF0708                         *CURRENT SURVEY CONTROL
 JF0708  ___________________________________________________________________
 JF0708* NAD 83(1986)-  38 21 19.     (N)    097 08 31.     (W)     SCALED    
 JF0708* NAVD 88     -       422.360  (meters)    1385.69   (feet)  ADJUSTED  
 JF0708  ___________________________________________________________________
 JF0708  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 JF0708  DYNAMIC HT  -         422.046 (meters)    1384.66  (feet)  COMP
 JF0708  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 JF0708
 JF0708  VERT ORDER  -  SECOND    CLASS 0
 JF0708
 JF0708.The horizontal coordinates were scaled from a topographic map and have
 JF0708.an estimated accuracy of +/- 6 seconds.
 JF0708
 JF0708.The orthometric height was determined by differential leveling
 JF0708.and adjusted by the National Geodetic Survey in June 1991..
 JF0708
 JF0708.The geoid height was determined by GEOID03.
 JF0708
 JF0708.The dynamic height is computed by dividing the NAVD 88
 JF0708.geopotential number by the normal gravity value computed on the
 JF0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0708.degrees latitude (g = 980.6199 gals.).
 JF0708
 JF0708.The modeled gravity was interpolated from observed gravity values.
 JF0708
 JF0708;                    North         East    Units  Estimated Accuracy
 JF0708;SPC KS S     -   588,280.      518,700.      MT  (+/- 180 meters Scaled)
 JF0708
 JF0708                          SUPERSEDED SURVEY CONTROL
 JF0708
 JF0708  NGVD 29 (??/??/92)  422.196  (m)         1385.15   (f) ADJ UNCH    2 0
 JF0708
 JF0708.Superseded values are not recommended for survey control.
 JF0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0708.See file dsdata.txt to determine how the superseded data were derived.
 JF0708
 JF0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH623468(NAD 83)
 JF0708_MARKER: B = BOLT
 JF0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0708+STABILITY: SURFACE MOTION
 JF0708
 JF0708  HISTORY     - Date     Condition        Report By
 JF0708  HISTORY     - UNK      MONUMENTED       CGS
 JF0708  HISTORY     - 1934     GOOD             NGS
 JF0708
 JF0708                          STATION DESCRIPTION
 JF0708
 JF0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0708'3.4 MI E FROM HILLSBORO.
 JF0708'3.4 MILES EAST BY RAIL, LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0708'FE R.R. CO.  49 FT. R. OR NORTH OF THE CENTER LINE OF THE TRACK.
 JF0708'AT MILE POST 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0561 ***********************************************************************
 HE0561  DESIGNATION -  172
 HE0561  PID         -  HE0561
 HE0561  STATE/COUNTY-  KS/MONTGOMERY
 HE0561  USGS QUAD   -  TABLE MOUND (1979)
 HE0561
 HE0561                         *CURRENT SURVEY CONTROL
 HE0561  ___________________________________________________________________
 HE0561* NAD 83(1986)-  37 16 56.     (N)    095 48 11.     (W)     SCALED    
 HE0561* NAVD 88     -       243.790  (meters)     799.83   (feet)  ADJUSTED  
 HE0561  ___________________________________________________________________
 HE0561  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 HE0561  DYNAMIC HT  -         243.596 (meters)     799.20  (feet)  COMP
 HE0561  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 HE0561
 HE0561  VERT ORDER  -  SECOND    CLASS 0
 HE0561
 HE0561.The horizontal coordinates were scaled from a topographic map and have
 HE0561.an estimated accuracy of +/- 6 seconds.
 HE0561
 HE0561.The orthometric height was determined by differential leveling
 HE0561.and adjusted by the National Geodetic Survey in June 1991..
 HE0561
 HE0561.The geoid height was determined by GEOID03.
 HE0561
 HE0561.The dynamic height is computed by dividing the NAVD 88
 HE0561.geopotential number by the normal gravity value computed on the
 HE0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0561.degrees latitude (g = 980.6199 gals.).
 HE0561
 HE0561.The modeled gravity was interpolated from observed gravity values.
 HE0561
 HE0561;                    North         East    Units  Estimated Accuracy
 HE0561;SPC KS S     -   471,780.      639,140.      MT  (+/- 180 meters Scaled)
 HE0561
 HE0561                          SUPERSEDED SURVEY CONTROL
 HE0561
 HE0561  NGVD 29 (??/??/92)  243.649  (m)          799.37   (f) ADJ UNCH    2 0
 HE0561
 HE0561.Superseded values are not recommended for survey control.
 HE0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0561.See file dsdata.txt to determine how the superseded data were derived.
 HE0561
 HE0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB514298(NAD 83)
 HE0561_MARKER: B = BOLT
 HE0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0561+STABILITY: SURFACE MOTION
 HE0561
 HE0561  HISTORY     - Date     Condition        Report By
 HE0561  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0561  HISTORY     - 1955     GOOD             NGS
 HE0561
 HE0561                          STATION DESCRIPTION
 HE0561
 HE0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HE0561'0.4 MI W FROM CRANE.
 HE0561'0.4 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0561'FROM CRANE, MONTGOMERY COUNTY, AT MILEPOST 172, AND 47 FEET
 HE0561'NORTH OF THE CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP
 HE0561'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0559 ***********************************************************************
 HE0559  DESIGNATION -  175
 HE0559  PID         -  HE0559
 HE0559  STATE/COUNTY-  KS/MONTGOMERY
 HE0559  USGS QUAD   -  TABLE MOUND (1979)
 HE0559
 HE0559                         *CURRENT SURVEY CONTROL
 HE0559  ___________________________________________________________________
 HE0559* NAD 83(1986)-  37 17 55.     (N)    095 51 07.     (W)     SCALED    
 HE0559* NAVD 88     -       278.753  (meters)     914.54   (feet)  ADJUSTED  
 HE0559  ___________________________________________________________________
 HE0559  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HE0559  DYNAMIC HT  -         278.531 (meters)     913.81  (feet)  COMP
 HE0559  MODELED GRAV-     979,826.2   (mgal)                       NAVD 88
 HE0559
 HE0559  VERT ORDER  -  SECOND    CLASS 0
 HE0559
 HE0559.The horizontal coordinates were scaled from a topographic map and have
 HE0559.an estimated accuracy of +/- 6 seconds.
 HE0559
 HE0559.The orthometric height was determined by differential leveling
 HE0559.and adjusted by the National Geodetic Survey in June 1991..
 HE0559
 HE0559.The geoid height was determined by GEOID03.
 HE0559
 HE0559.The dynamic height is computed by dividing the NAVD 88
 HE0559.geopotential number by the normal gravity value computed on the
 HE0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0559.degrees latitude (g = 980.6199 gals.).
 HE0559
 HE0559.The modeled gravity was interpolated from observed gravity values.
 HE0559
 HE0559;                    North         East    Units  Estimated Accuracy
 HE0559;SPC KS S     -   473,470.      634,750.      MT  (+/- 180 meters Scaled)
 HE0559
 HE0559                          SUPERSEDED SURVEY CONTROL
 HE0559
 HE0559  NGVD 29 (??/??/92)  278.599  (m)          914.04   (f) ADJ UNCH    2 0
 HE0559
 HE0559.Superseded values are not recommended for survey control.
 HE0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0559.See file dsdata.txt to determine how the superseded data were derived.
 HE0559
 HE0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB472318(NAD 83)
 HE0559_MARKER: B = BOLT
 HE0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0559+STABILITY: SURFACE MOTION
 HE0559
 HE0559  HISTORY     - Date     Condition        Report By
 HE0559  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0559  HISTORY     - 1955     GOOD             NGS
 HE0559
 HE0559                          STATION DESCRIPTION
 HE0559
 HE0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HE0559'3.2 MI E FROM ELK CITY.
 HE0559'3.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0559'FROM ELK CITY, MONTGOMERY COUNTY, AT MILEPOST 175, AND 48 FEET
 HE0559'NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A BOLT, SET IN THE
 HE0559'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0392 ***********************************************************************
 JF0392  DESIGNATION -  17+5016
 JF0392  PID         -  JF0392
 JF0392  STATE/COUNTY-  KS/MORRIS
 JF0392  USGS QUAD   -  BURDICK (1972)
 JF0392
 JF0392                         *CURRENT SURVEY CONTROL
 JF0392  ___________________________________________________________________
 JF0392* NAD 83(1986)-  38 33 36.     (N)    096 49 30.     (W)     SCALED    
 JF0392* NAVD 88     -       436.037  (meters)    1430.56   (feet)  ADJUSTED  
 JF0392  ___________________________________________________________________
 JF0392  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 JF0392  DYNAMIC HT  -         435.720 (meters)    1429.52  (feet)  COMP
 JF0392  MODELED GRAV-     979,886.8   (mgal)                       NAVD 88
 JF0392
 JF0392  VERT ORDER  -  SECOND    CLASS 0
 JF0392
 JF0392.The horizontal coordinates were scaled from a topographic map and have
 JF0392.an estimated accuracy of +/- 6 seconds.
 JF0392
 JF0392.The orthometric height was determined by differential leveling
 JF0392.and adjusted by the National Geodetic Survey in June 1991..
 JF0392
 JF0392.The geoid height was determined by GEOID03.
 JF0392
 JF0392.The dynamic height is computed by dividing the NAVD 88
 JF0392.geopotential number by the normal gravity value computed on the
 JF0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0392.degrees latitude (g = 980.6199 gals.).
 JF0392
 JF0392.The modeled gravity was interpolated from observed gravity values.
 JF0392
 JF0392;                    North         East    Units  Estimated Accuracy
 JF0392;SPC KS N     -    25,830.      502,410.      MT  (+/- 180 meters Scaled)
 JF0392
 JF0392                          SUPERSEDED SURVEY CONTROL
 JF0392
 JF0392  NGVD 29 (??/??/92)  435.869  (m)         1430.01   (f) ADJ UNCH    2 0
 JF0392
 JF0392.Superseded values are not recommended for survey control.
 JF0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0392.See file dsdata.txt to determine how the superseded data were derived.
 JF0392
 JF0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH895701(NAD 83)
 JF0392_MARKER: DB = BENCH MARK DISK
 JF0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0392+STABILITY: SURFACE MOTION
 JF0392
 JF0392  HISTORY     - Date     Condition        Report By
 JF0392  HISTORY     - UNK      MONUMENTED       CGS
 JF0392  HISTORY     - 1934     GOOD             NGS
 JF0392
 JF0392                          STATION DESCRIPTION
 JF0392
 JF0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0392'1.2 MI S FROM BURDICK.
 JF0392'1.2 MILES SOUTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0392'FE R.R. CO. 264 FT. SOUTH OF MILE POST 18.  50 FT. RIGHT OR
 JF0392'EAST OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0557 ***********************************************************************
 HE0557  DESIGNATION -  176
 HE0557  PID         -  HE0557
 HE0557  STATE/COUNTY-  KS/MONTGOMERY
 HE0557  USGS QUAD   -  TABLE MOUND (1979)
 HE0557
 HE0557                         *CURRENT SURVEY CONTROL
 HE0557  ___________________________________________________________________
 HE0557* NAD 83(1986)-  37 17 54.     (N)    095 52 12.     (W)     SCALED    
 HE0557* NAVD 88     -       265.777  (meters)     871.97   (feet)  ADJUSTED  
 HE0557  ___________________________________________________________________
 HE0557  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HE0557  DYNAMIC HT  -         265.565 (meters)     871.27  (feet)  COMP
 HE0557  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 HE0557
 HE0557  VERT ORDER  -  SECOND    CLASS 0
 HE0557
 HE0557.The horizontal coordinates were scaled from a topographic map and have
 HE0557.an estimated accuracy of +/- 6 seconds.
 HE0557
 HE0557.The orthometric height was determined by differential leveling
 HE0557.and adjusted by the National Geodetic Survey in June 1991..
 HE0557
 HE0557.The geoid height was determined by GEOID03.
 HE0557
 HE0557.The dynamic height is computed by dividing the NAVD 88
 HE0557.geopotential number by the normal gravity value computed on the
 HE0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0557.degrees latitude (g = 980.6199 gals.).
 HE0557
 HE0557.The modeled gravity was interpolated from observed gravity values.
 HE0557
 HE0557;                    North         East    Units  Estimated Accuracy
 HE0557;SPC KS S     -   473,390.      633,150.      MT  (+/- 180 meters Scaled)
 HE0557
 HE0557                          SUPERSEDED SURVEY CONTROL
 HE0557
 HE0557  NGVD 29 (??/??/92)  265.628  (m)          871.48   (f) ADJ UNCH    2 0
 HE0557
 HE0557.Superseded values are not recommended for survey control.
 HE0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0557.See file dsdata.txt to determine how the superseded data were derived.
 HE0557
 HE0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB456318(NAD 83)
 HE0557_MARKER: B = BOLT
 HE0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0557+STABILITY: SURFACE MOTION
 HE0557
 HE0557  HISTORY     - Date     Condition        Report By
 HE0557  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0557  HISTORY     - 1955     GOOD             NGS
 HE0557
 HE0557                          STATION DESCRIPTION
 HE0557
 HE0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HE0557'2.2 MI E FROM ELK CITY.
 HE0557'2.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0557'FROM ELK CITY, MONTGOMERY COUNTY, AT MILEPOST 176, AND 49 FEET
 HE0557'NORTH OF THE CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP
 HE0557'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0346 ***********************************************************************
 HF0346  DESIGNATION -  176 B
 HF0346  PID         -  HF0346
 HF0346  STATE/COUNTY-  KS/BUTLER
 HF0346  USGS QUAD   -  DE GRAFF (1961)
 HF0346
 HF0346                         *CURRENT SURVEY CONTROL
 HF0346  ___________________________________________________________________
 HF0346* NAD 83(1986)-  37 57 58.     (N)    096 51 36.     (W)     SCALED    
 HF0346* NAVD 88     -       421.241  (meters)    1382.02   (feet)  POSTED    
 HF0346  ___________________________________________________________________
 HF0346  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0346  DYNAMIC HT  -         420.920 (meters)    1380.97  (feet)  COMP
 HF0346  MODELED GRAV-     979,843.2   (mgal)                       NAVD 88
 HF0346
 HF0346  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 HF0346
 HF0346.The horizontal coordinates were scaled from a topographic map and have
 HF0346.an estimated accuracy of +/- 6 seconds.
 HF0346
 HF0346.The orthometric height was determined by differential leveling
 HF0346.and adjusted by the National Geodetic Survey in 1992..
 HF0346.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 HF0346.rate greater than 8.0 mm/km.
 HF0346
 HF0346.The geoid height was determined by GEOID03.
 HF0346
 HF0346.The dynamic height is computed by dividing the NAVD 88
 HF0346.geopotential number by the normal gravity value computed on the
 HF0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0346.degrees latitude (g = 980.6199 gals.).
 HF0346
 HF0346.The modeled gravity was interpolated from observed gravity values.
 HF0346
 HF0346;                    North         East    Units  Estimated Accuracy
 HF0346;SPC KS S     -   545,490.      544,100.      MT  (+/- 180 meters Scaled)
 HF0346
 HF0346                          SUPERSEDED SURVEY CONTROL
 HF0346
 HF0346  NGVD 29 (??/??/92)  421.077  (m)         1381.48   (f) ADJ UNCH    2 0
 HF0346
 HF0346.Superseded values are not recommended for survey control.
 HF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0346.See file dsdata.txt to determine how the superseded data were derived.
 HF0346
 HF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH879042(NAD 83)
 HF0346_MARKER: B = BOLT
 HF0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0346_SP_SET: BRIDGE
 HF0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0346
 HF0346  HISTORY     - Date     Condition        Report By
 HF0346  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0346  HISTORY     - 1940     GOOD             NGS
 HF0346
 HF0346                          STATION DESCRIPTION
 HF0346
 HF0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HF0346'0.9 MI S FROM DE GRAFF.
 HF0346'0.9 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0346'FROM THE STATION AT DE GRAFF, BUTLER COUNTY, 24 FEET EAST OF THE
 HF0346'CENTERLINE OF THE MAIN TRACK, 44 FEET WEST OF THE CENTERLINE
 HF0346'OF A COUNTY ROAD PARALLELING THE TRACK, AT RAILROAD BRIDGE
 HF0346'NO. 176 B, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST
 HF0346'HEADWALL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0212 ***********************************************************************
 JF0212  DESIGNATION -  177+00
 JF0212  PID         -  JF0212
 JF0212  STATE/COUNTY-  KS/LYON
 JF0212  USGS QUAD   -  PLYMOUTH (1989)
 JF0212
 JF0212                         *CURRENT SURVEY CONTROL
 JF0212  ___________________________________________________________________
 JF0212* NAD 83(1986)-  38 24 12.     (N)    096 16 34.     (W)     SCALED    
 JF0212* NAVD 88     -       344.070  (meters)    1128.84   (feet)  ADJUSTED  
 JF0212  ___________________________________________________________________
 JF0212  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 JF0212  DYNAMIC HT  -         343.821 (meters)    1128.02  (feet)  COMP
 JF0212  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 JF0212
 JF0212  VERT ORDER  -  SECOND    CLASS 0
 JF0212
 JF0212.The horizontal coordinates were scaled from a topographic map and have
 JF0212.an estimated accuracy of +/- 6 seconds.
 JF0212
 JF0212.The orthometric height was determined by differential leveling
 JF0212.and adjusted by the National Geodetic Survey in June 1991..
 JF0212
 JF0212.The geoid height was determined by GEOID03.
 JF0212
 JF0212.The dynamic height is computed by dividing the NAVD 88
 JF0212.geopotential number by the normal gravity value computed on the
 JF0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0212.degrees latitude (g = 980.6199 gals.).
 JF0212
 JF0212.The modeled gravity was interpolated from observed gravity values.
 JF0212
 JF0212;                    North         East    Units  Estimated Accuracy
 JF0212;SPC KS S     -   595,060.      594,230.      MT  (+/- 180 meters Scaled)
 JF0212
 JF0212                          SUPERSEDED SURVEY CONTROL
 JF0212
 JF0212  NGVD 29 (??/??/92)  343.929  (m)         1128.37   (f) ADJ UNCH    2 0
 JF0212
 JF0212.Superseded values are not recommended for survey control.
 JF0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0212.See file dsdata.txt to determine how the superseded data were derived.
 JF0212
 JF0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH378540(NAD 83)
 JF0212_MARKER: Z = SEE DESCRIPTION
 JF0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0212_SP_SET: MILE MARKER
 JF0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0212
 JF0212  HISTORY     - Date     Condition        Report By
 JF0212  HISTORY     - UNK      MONUMENTED       CGS
 JF0212  HISTORY     - 1934     GOOD             NGS
 JF0212
 JF0212                          STATION DESCRIPTION
 JF0212
 JF0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0212'3.9 MI W FROM EMPORIA.
 JF0212'3.9 MILES WEST BY RAIL, LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0212'FE R.R.  BENCH MARK IS THE TOP OF THE RAIL SET IN THE GROUND MARKING
 JF0212'MILE 117.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0386 ***********************************************************************
 HE0386  DESIGNATION -  18
 HE0386  PID         -  HE0386
 HE0386  STATE/COUNTY-  KS/NEOSHO
 HE0386  USGS QUAD   -  ERIE (1973)
 HE0386
 HE0386                         *CURRENT SURVEY CONTROL
 HE0386  ___________________________________________________________________
 HE0386* NAD 83(1986)-  37 34 55.     (N)    095 10 55.     (W)     SCALED    
 HE0386* NAVD 88     -       291.44   (+/-2cm)     956.2    (feet)  VERTCON   
 HE0386  ___________________________________________________________________
 HE0386  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0386
 HE0386  VERT ORDER  -  ? (See Below)
 HE0386
 HE0386.The horizontal coordinates were scaled from a topographic map and have
 HE0386.an estimated accuracy of +/- 6 seconds.
 HE0386
 HE0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0386.The vertical order pertains to the NGVD 29 superseded value.
 HE0386
 HE0386.The geoid height was determined by GEOID03.
 HE0386
 HE0386;                    North         East    Units  Estimated Accuracy
 HE0386;SPC KS S     -   506,800.      693,000.      MT  (+/- 180 meters Scaled)
 HE0386
 HE0386                          SUPERSEDED SURVEY CONTROL
 HE0386
 HE0386  NGVD 29 (??/??/92)  291.310  (m)          955.74   (f) ADJ UNCH    ?  
 HE0386
 HE0386.Superseded values are not recommended for survey control.
 HE0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0386.See file dsdata.txt to determine how the superseded data were derived.
 HE0386
 HE0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB073616(NAD 83)
 HE0386_MARKER: B = BOLT
 HE0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0386+STABILITY: SURFACE MOTION
 HE0386
 HE0386  HISTORY     - Date     Condition        Report By
 HE0386  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0386  HISTORY     - 1934     GOOD             NGS
 HE0386  HISTORY     - 1964     GOOD             NGS
 HE0386
 HE0386                          STATION DESCRIPTION
 HE0386
 HE0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0386'0.2 MI SW FROM TRENT.
 HE0386'0.2 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0386'RAILWAY FROM THE STATION AT TRENT, NEOSHO COUNTY, AT MILEPOST
 HE0386'18, 48 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 1 FOOT
 HE0386'FROM THE FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE
 HE0386'POST.  NOTE-- 1964 REPORT, THE POST IS LOOSE IN THE GROUND.
 HE0386
 HE0386                          STATION RECOVERY (1964)
 HE0386
 HE0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0659 ***********************************************************************
 KF0659  DESIGNATION -  18
 KF0659  PID         -  KF0659
 KF0659  STATE/COUNTY-  KS/RILEY
 KF0659  USGS QUAD   -  OGDEN (1982)
 KF0659
 KF0659                         *CURRENT SURVEY CONTROL
 KF0659  ___________________________________________________________________
 KF0659* NAD 83(1986)-  39 06 47.     (N)    096 42 22.     (W)     SCALED    
 KF0659* NAVD 88     -       320.414  (meters)    1051.22   (feet)  ADJUSTED  
 KF0659  ___________________________________________________________________
 KF0659  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 KF0659  DYNAMIC HT  -         320.198 (meters)    1050.52  (feet)  COMP
 KF0659  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 KF0659
 KF0659  VERT ORDER  -  FIRST     CLASS II
 KF0659
 KF0659.The horizontal coordinates were scaled from a topographic map and have
 KF0659.an estimated accuracy of +/- 6 seconds.
 KF0659
 KF0659.The orthometric height was determined by differential leveling
 KF0659.and adjusted by the National Geodetic Survey in June 1991..
 KF0659
 KF0659.The geoid height was determined by GEOID03.
 KF0659
 KF0659.The dynamic height is computed by dividing the NAVD 88
 KF0659.geopotential number by the normal gravity value computed on the
 KF0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0659.degrees latitude (g = 980.6199 gals.).
 KF0659
 KF0659.The modeled gravity was interpolated from observed gravity values.
 KF0659
 KF0659;                    North         East    Units  Estimated Accuracy
 KF0659;SPC KS N     -    87,360.      511,900.      MT  (+/- 180 meters Scaled)
 KF0659
 KF0659                          SUPERSEDED SURVEY CONTROL
 KF0659
 KF0659  NGVD 29 (??/??/92)  320.286  (m)         1050.81   (f) ADJ UNCH    1 2
 KF0659
 KF0659.Superseded values are not recommended for survey control.
 KF0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0659.See file dsdata.txt to determine how the superseded data were derived.
 KF0659
 KF0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ983318(NAD 83)
 KF0659_MARKER: Q = CHISELED SQUARE
 KF0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0659_SP_SET: CULVERT
 KF0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0659
 KF0659  HISTORY     - Date     Condition        Report By
 KF0659  HISTORY     - UNK      MONUMENTED       CGS
 KF0659  HISTORY     - 1965     GOOD             NGS
 KF0659  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0659
 KF0659                          STATION DESCRIPTION
 KF0659
 KF0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0659'AT OGDENBURG.
 KF0659'AT ODGENBURG, RILEY COUNTY, ON THE UNION PACIFIC RAILROAD, AT
 KF0659'THE FIRST CULVERT NORTHEAST OF THE STATION, AT THE SOUTHEAST
 KF0659'END OF CULVERT UNDER THE TRACK, ON TOP OF THE CONCRETE HEADWALL,
 KF0659'14.6 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3.7 FEET
 KF0659'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.  A CHISELED SQUARE.
 KF0659
 KF0659                          STATION RECOVERY (1986)
 KF0659
 KF0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0384 ***********************************************************************
 HE0384  DESIGNATION -  18 B
 HE0384  PID         -  HE0384
 HE0384  STATE/COUNTY-  KS/NEOSHO
 HE0384  USGS QUAD   -  ERIE (1973)
 HE0384
 HE0384                         *CURRENT SURVEY CONTROL
 HE0384  ___________________________________________________________________
 HE0384* NAD 83(1986)-  37 34 53.     (N)    095 09 40.     (W)     SCALED    
 HE0384* NAVD 88     -       291.411  (meters)     956.07   (feet)  ADJUSTED  
 HE0384  ___________________________________________________________________
 HE0384  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0384  DYNAMIC HT  -         291.185 (meters)     955.33  (feet)  COMP
 HE0384  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 HE0384
 HE0384  VERT ORDER  -  SECOND    CLASS 0
 HE0384
 HE0384.The horizontal coordinates were scaled from a topographic map and have
 HE0384.an estimated accuracy of +/- 6 seconds.
 HE0384
 HE0384.The orthometric height was determined by differential leveling
 HE0384.and adjusted by the National Geodetic Survey in June 1991..
 HE0384
 HE0384.The geoid height was determined by GEOID03.
 HE0384
 HE0384.The dynamic height is computed by dividing the NAVD 88
 HE0384.geopotential number by the normal gravity value computed on the
 HE0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0384.degrees latitude (g = 980.6199 gals.).
 HE0384
 HE0384.The modeled gravity was interpolated from observed gravity values.
 HE0384
 HE0384;                    North         East    Units  Estimated Accuracy
 HE0384;SPC KS S     -   506,800.      694,850.      MT  (+/- 180 meters Scaled)
 HE0384
 HE0384                          SUPERSEDED SURVEY CONTROL
 HE0384
 HE0384  NGVD 29 (??/??/92)  291.283  (m)          955.65   (f) ADJ UNCH    2 0
 HE0384
 HE0384.Superseded values are not recommended for survey control.
 HE0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0384.See file dsdata.txt to determine how the superseded data were derived.
 HE0384
 HE0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB091615(NAD 83)
 HE0384_MARKER: X = CHISELED CROSS
 HE0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0384_SP_SET: BRIDGE
 HE0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0384
 HE0384  HISTORY     - Date     Condition        Report By
 HE0384  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0384  HISTORY     - 1934     GOOD             NGS
 HE0384  HISTORY     - 1964     GOOD             NGS
 HE0384
 HE0384                          STATION DESCRIPTION
 HE0384
 HE0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0384'0.9 MI E FROM TRENT.
 HE0384'0.9 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0384'FROM THE STATION AT TRENT, NEOSHO COUNTY, ON THE TOP OF THE
 HE0384'WEST END OF BRIDGE 18 B, 12 FEET SOUTH OF THE CENTER LINE OF
 HE0384'THE TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A CHISELED
 HE0384'CIRCLE AND CROSS.
 HE0384
 HE0384                          STATION RECOVERY (1964)
 HE0384
 HE0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0469 ***********************************************************************
 KG0469  DESIGNATION -  18 JGC
 KG0469  PID         -  KG0469
 KG0469  STATE/COUNTY-  KS/GRAHAM
 KG0469  USGS QUAD   -  TOGO (1979)
 KG0469
 KG0469                         *CURRENT SURVEY CONTROL
 KG0469  ___________________________________________________________________
 KG0469* NAD 83(1986)-  39 10 18.     (N)    099 51 58.     (W)     SCALED    
 KG0469* NAVD 88     -       715.340  (meters)    2346.91   (feet)  ADJUSTED  
 KG0469  ___________________________________________________________________
 KG0469  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 KG0469  DYNAMIC HT  -         714.810 (meters)    2345.17  (feet)  COMP
 KG0469  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 KG0469
 KG0469  VERT ORDER  -  FIRST     CLASS II
 KG0469
 KG0469.The horizontal coordinates were scaled from a topographic map and have
 KG0469.an estimated accuracy of +/- 6 seconds.
 KG0469
 KG0469.The orthometric height was determined by differential leveling
 KG0469.and adjusted by the National Geodetic Survey in June 1991..
 KG0469
 KG0469.The geoid height was determined by GEOID03.
 KG0469
 KG0469.The dynamic height is computed by dividing the NAVD 88
 KG0469.geopotential number by the normal gravity value computed on the
 KG0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0469.degrees latitude (g = 980.6199 gals.).
 KG0469
 KG0469.The modeled gravity was interpolated from observed gravity values.
 KG0469
 KG0469;                    North         East    Units  Estimated Accuracy
 KG0469;SPC KS N     -    94,730.      238,760.      MT  (+/- 180 meters Scaled)
 KG0469
 KG0469                          SUPERSEDED SURVEY CONTROL
 KG0469
 KG0469  NGVD 29 (02/14/92)  715.040  (m)         2345.93   (f) ADJUSTED    1 2
 KG0469
 KG0469.Superseded values are not recommended for survey control.
 KG0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0469.See file dsdata.txt to determine how the superseded data were derived.
 KG0469
 KG0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ251361(NAD 83)
 KG0469_MARKER: DB = BENCH MARK DISK
 KG0469_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KG0469+WITH SETTING: INFORMATION.
 KG0469_SP_SET: SHALLOW-SET METAL ROD
 KG0469_STAMPING: 18 JGC 1973
 KG0469_MARK LOGO: USGS  
 KG0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0469
 KG0469  HISTORY     - Date     Condition        Report By
 KG0469  HISTORY     - 1973     MONUMENTED       USGS
 KG0469  HISTORY     - 1986     GOOD             NGS
 KG0469
 KG0469                          STATION DESCRIPTION
 KG0469
 KG0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0469'16.0 KM (9.95 MI) NORTH FROM WAKEENEY.
 KG0469'16.01 KM (10.00 MI) NORTH ALONG US HIGHWAY 283 FROM THE HIGH SCHOOL AT
 KG0469'WAKEENEY, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A PRIVATE DRIVE
 KG0469'WAY LEADING TO A FARM HOUSE, 0.32 KM (0.20 MI) SOUTH OF MILEPOST 158,
 KG0469'21.1 METERS (69.5 FT) WEST OF THE HIGHWAY CENTERLINE, 7.6 METERS
 KG0469'(25 FT) SOUTH OF THE CENTER OF THE DRIVE WAY, 3.3 METERS (11 FT) SOUTH
 KG0469'OF A FENCE CORNER AND 0.3 METER (1 FT) WEST OF A FENCE.  NOTE--A
 KG0469'COPPER-CLAD STEEL ROD SET TO AN UNKOWN DEPTH, AND FLUSH WITH THE
 KG0469'GROUND.
 KG0469'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 KG0469'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0552 ***********************************************************************
 HE0552  DESIGNATION -  180
 HE0552  PID         -  HE0552
 HE0552  STATE/COUNTY-  KS/MONTGOMERY
 HE0552  USGS QUAD   -  ELK CITY (1962)
 HE0552
 HE0552                         *CURRENT SURVEY CONTROL
 HE0552  ___________________________________________________________________
 HE0552* NAD 83(1986)-  37 18 42.     (N)    095 56 10.     (W)     SCALED    
 HE0552* NAVD 88     -       254.607  (meters)     835.32   (feet)  ADJUSTED  
 HE0552  ___________________________________________________________________
 HE0552  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HE0552  DYNAMIC HT  -         254.403 (meters)     834.65  (feet)  COMP
 HE0552  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 HE0552
 HE0552  VERT ORDER  -  SECOND    CLASS 0
 HE0552
 HE0552.The horizontal coordinates were scaled from a topographic map and have
 HE0552.an estimated accuracy of +/- 6 seconds.
 HE0552
 HE0552.The orthometric height was determined by differential leveling
 HE0552.and adjusted by the National Geodetic Survey in June 1991..
 HE0552
 HE0552.The geoid height was determined by GEOID03.
 HE0552
 HE0552.The dynamic height is computed by dividing the NAVD 88
 HE0552.geopotential number by the normal gravity value computed on the
 HE0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0552.degrees latitude (g = 980.6199 gals.).
 HE0552
 HE0552.The modeled gravity was interpolated from observed gravity values.
 HE0552
 HE0552;                    North         East    Units  Estimated Accuracy
 HE0552;SPC KS S     -   474,710.      627,250.      MT  (+/- 180 meters Scaled)
 HE0552
 HE0552                          SUPERSEDED SURVEY CONTROL
 HE0552
 HE0552  NGVD 29 (??/??/92)  254.462  (m)          834.85   (f) ADJ UNCH    2 0
 HE0552
 HE0552.Superseded values are not recommended for survey control.
 HE0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0552.See file dsdata.txt to determine how the superseded data were derived.
 HE0552
 HE0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB397334(NAD 83)
 HE0552_MARKER: B = BOLT
 HE0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0552+STABILITY: SURFACE MOTION
 HE0552
 HE0552  HISTORY     - Date     Condition        Report By
 HE0552  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0552  HISTORY     - 1955     GOOD             NGS
 HE0552
 HE0552                          STATION DESCRIPTION
 HE0552
 HE0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HE0552'1.8 MI W FROM ELK CITY.
 HE0552'1.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0552'FROM ELK CITY, MONTGOMERY COUNTY, AT MILEPOST 180, AND 49 FEET
 HE0552'NORTH OF THE CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP
 HE0552'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0352 ***********************************************************************
 HF0352  DESIGNATION -  181 A
 HF0352  PID         -  HF0352
 HF0352  STATE/COUNTY-  KS/BUTLER
 HF0352  USGS QUAD   -  DE GRAFF (1961)
 HF0352
 HF0352                         *CURRENT SURVEY CONTROL
 HF0352  ___________________________________________________________________
 HF0352* NAD 83(1986)-  37 54 22.     (N)    096 51 10.     (W)     SCALED    
 HF0352* NAVD 88     -       409.974  (meters)    1345.06   (feet)  ADJUSTED  
 HF0352  ___________________________________________________________________
 HF0352  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HF0352  DYNAMIC HT  -         409.657 (meters)    1344.02  (feet)  COMP
 HF0352  MODELED GRAV-     979,844.0   (mgal)                       NAVD 88
 HF0352
 HF0352  VERT ORDER  -  SECOND    CLASS 0
 HF0352
 HF0352.The horizontal coordinates were scaled from a topographic map and have
 HF0352.an estimated accuracy of +/- 6 seconds.
 HF0352
 HF0352.The orthometric height was determined by differential leveling
 HF0352.and adjusted by the National Geodetic Survey in June 1991..
 HF0352.WARNING-Repeat measurements at this control monument indicate possible
 HF0352.vertical movement.
 HF0352
 HF0352.The geoid height was determined by GEOID03.
 HF0352
 HF0352.The dynamic height is computed by dividing the NAVD 88
 HF0352.geopotential number by the normal gravity value computed on the
 HF0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0352.degrees latitude (g = 980.6199 gals.).
 HF0352
 HF0352.The modeled gravity was interpolated from observed gravity values.
 HF0352
 HF0352;                    North         East    Units  Estimated Accuracy
 HF0352;SPC KS S     -   538,840.      544,850.      MT  (+/- 180 meters Scaled)
 HF0352
 HF0352                          SUPERSEDED SURVEY CONTROL
 HF0352
 HF0352  NGVD 29 (??/??/92)  409.830  (m)         1344.58   (f) ADJ UNCH    2 0
 HF0352
 HF0352.Superseded values are not recommended for survey control.
 HF0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0352.See file dsdata.txt to determine how the superseded data were derived.
 HF0352
 HF0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG887975(NAD 83)
 HF0352_MARKER: B = BOLT
 HF0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0352_SP_SET: ABUTMENT
 HF0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0352
 HF0352  HISTORY     - Date     Condition        Report By
 HF0352  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0352  HISTORY     - 1962     GOOD             NGS
 HF0352
 HF0352                          STATION DESCRIPTION
 HF0352
 HF0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0352'5.6 MI S FROM DE GRAFF.
 HF0352'0.1 MILES EAST ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0352'DE GRAFF, THENCE 5.1 MILES SOUTH ALONG U.S. 77 HIGHWAY, THENCE
 HF0352'0.1 MILE WEST ALONG A GRAVEL ROAD, THENCE 0.35 MILE SOUTH
 HF0352'ALONG ABANDONED RAILROAD GRADE, AN IRON BOLT SET IN THE NORTHWEST
 HF0352'CORNER OF THE NORTH CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0353 ***********************************************************************
 HF0353  DESIGNATION -  181 B
 HF0353  PID         -  HF0353
 HF0353  STATE/COUNTY-  KS/BUTLER
 HF0353  USGS QUAD   -  DE GRAFF (1961)
 HF0353
 HF0353                         *CURRENT SURVEY CONTROL
 HF0353  ___________________________________________________________________
 HF0353* NAD 83(1986)-  37 53 50.     (N)    096 51 18.     (W)     SCALED    
 HF0353* NAVD 88     -       408.062  (meters)    1338.78   (feet)  ADJUSTED  
 HF0353  ___________________________________________________________________
 HF0353  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HF0353  DYNAMIC HT  -         407.746 (meters)    1337.75  (feet)  COMP
 HF0353  MODELED GRAV-     979,844.7   (mgal)                       NAVD 88
 HF0353
 HF0353  VERT ORDER  -  SECOND    CLASS 0
 HF0353
 HF0353.The horizontal coordinates were scaled from a topographic map and have
 HF0353.an estimated accuracy of +/- 6 seconds.
 HF0353
 HF0353.The orthometric height was determined by differential leveling
 HF0353.and adjusted by the National Geodetic Survey in June 1991..
 HF0353.WARNING-Repeat measurements at this control monument indicate possible
 HF0353.vertical movement.
 HF0353
 HF0353.The geoid height was determined by GEOID03.
 HF0353
 HF0353.The dynamic height is computed by dividing the NAVD 88
 HF0353.geopotential number by the normal gravity value computed on the
 HF0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0353.degrees latitude (g = 980.6199 gals.).
 HF0353
 HF0353.The modeled gravity was interpolated from observed gravity values.
 HF0353
 HF0353;                    North         East    Units  Estimated Accuracy
 HF0353;SPC KS S     -   537,850.      544,670.      MT  (+/- 180 meters Scaled)
 HF0353
 HF0353                          SUPERSEDED SURVEY CONTROL
 HF0353
 HF0353  NGVD 29 (??/??/92)  407.917  (m)         1338.31   (f) ADJ UNCH    2 0
 HF0353
 HF0353.Superseded values are not recommended for survey control.
 HF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0353.See file dsdata.txt to determine how the superseded data were derived.
 HF0353
 HF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG885965(NAD 83)
 HF0353_MARKER: Z = SEE DESCRIPTION
 HF0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0353_SP_SET: RAILROAD GRADE
 HF0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0353
 HF0353  HISTORY     - Date     Condition        Report By
 HF0353  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0353  HISTORY     - 1962     GOOD             NGS
 HF0353
 HF0353                          STATION DESCRIPTION
 HF0353
 HF0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0353'6.2 MI S FROM DE GRAFF.
 HF0353'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT DE GRAFF,
 HF0353'THENCE 5.1 MILES SOUTH ALONG U.S. 77 HIGHWAY, THENCE 0.1 MILE
 HF0353'WEST ALONG A GRAVEL ROAD, THENCE 0.95 MILE SOUTH ALONG ABANDONED
 HF0353'RAILROAD GRADE, A SQUARE HOLE AT THE TOP OF THE NORTHWEST CORNER
 HF0353'OF THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0255 ***********************************************************************
 JF0255  DESIGNATION -  1+820
 JF0255  PID         -  JF0255
 JF0255  STATE/COUNTY-  KS/MARION
 JF0255  USGS QUAD   -  LINCOLNVILLE SW (1989)
 JF0255
 JF0255                         *CURRENT SURVEY CONTROL
 JF0255  ___________________________________________________________________
 JF0255* NAD 83(1986)-  38 15 23.     (N)    096 55 12.     (W)     SCALED    
 JF0255* NAVD 88     -       387.200  (meters)    1270.34   (feet)  ADJUSTED  
 JF0255  ___________________________________________________________________
 JF0255  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 JF0255  DYNAMIC HT  -         386.914 (meters)    1269.40  (feet)  COMP
 JF0255  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 JF0255
 JF0255  VERT ORDER  -  SECOND    CLASS 0
 JF0255
 JF0255.The horizontal coordinates were scaled from a topographic map and have
 JF0255.an estimated accuracy of +/- 6 seconds.
 JF0255
 JF0255.The orthometric height was determined by differential leveling
 JF0255.and adjusted by the National Geodetic Survey in June 1991..
 JF0255
 JF0255.The geoid height was determined by GEOID03.
 JF0255
 JF0255.The dynamic height is computed by dividing the NAVD 88
 JF0255.geopotential number by the normal gravity value computed on the
 JF0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0255.degrees latitude (g = 980.6199 gals.).
 JF0255
 JF0255.The modeled gravity was interpolated from observed gravity values.
 JF0255
 JF0255;                    North         East    Units  Estimated Accuracy
 JF0255;SPC KS S     -   577,610.      538,280.      MT  (+/- 180 meters Scaled)
 JF0255
 JF0255                          SUPERSEDED SURVEY CONTROL
 JF0255
 JF0255  NGVD 29 (??/??/92)  387.042  (m)         1269.82   (f) ADJ UNCH    2 0
 JF0255
 JF0255.Superseded values are not recommended for survey control.
 JF0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0255.See file dsdata.txt to determine how the superseded data were derived.
 JF0255
 JF0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH819363(NAD 83)
 JF0255_MARKER: B = BOLT
 JF0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0255+STABILITY: SURFACE MOTION
 JF0255
 JF0255  HISTORY     - Date     Condition        Report By
 JF0255  HISTORY     - UNK      MONUMENTED       CGS
 JF0255  HISTORY     - 1934     GOOD             NGS
 JF0255
 JF0255                          STATION DESCRIPTION
 JF0255
 JF0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0255'1.2 MI N FROM FLORENCE.
 JF0255'1.2 MILES NORTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0255'FE R.R. CO.  820 FT. NORTH OF MILE POST 1.  49 FT. L. OR SOUTH OF
 JF0255'THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0549 ***********************************************************************
 HE0549  DESIGNATION -  1834+2904
 HE0549  PID         -  HE0549
 HE0549  STATE/COUNTY-  KS/ELK
 HE0549  USGS QUAD   -  ELK CITY (1962)
 HE0549
 HE0549                         *CURRENT SURVEY CONTROL
 HE0549  ___________________________________________________________________
 HE0549* NAD 83(1986)-  37 20 08.     (N)    095 59 35.     (W)     SCALED    
 HE0549* NAVD 88     -       260.707  (meters)     855.34   (feet)  ADJUSTED  
 HE0549  ___________________________________________________________________
 HE0549  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HE0549  DYNAMIC HT  -         260.499 (meters)     854.65  (feet)  COMP
 HE0549  MODELED GRAV-     979,825.5   (mgal)                       NAVD 88
 HE0549
 HE0549  VERT ORDER  -  SECOND    CLASS 0
 HE0549
 HE0549.The horizontal coordinates were scaled from a topographic map and have
 HE0549.an estimated accuracy of +/- 6 seconds.
 HE0549
 HE0549.The orthometric height was determined by differential leveling
 HE0549.and adjusted by the National Geodetic Survey in June 1991..
 HE0549
 HE0549.The geoid height was determined by GEOID03.
 HE0549
 HE0549.The dynamic height is computed by dividing the NAVD 88
 HE0549.geopotential number by the normal gravity value computed on the
 HE0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0549.degrees latitude (g = 980.6199 gals.).
 HE0549
 HE0549.The modeled gravity was interpolated from observed gravity values.
 HE0549
 HE0549;                    North         East    Units  Estimated Accuracy
 HE0549;SPC KS S     -   477,220.      622,130.      MT  (+/- 180 meters Scaled)
 HE0549
 HE0549                          SUPERSEDED SURVEY CONTROL
 HE0549
 HE0549  NGVD 29 (??/??/92)  260.563  (m)          854.86   (f) ADJ UNCH    2 0
 HE0549
 HE0549.Superseded values are not recommended for survey control.
 HE0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0549.See file dsdata.txt to determine how the superseded data were derived.
 HE0549
 HE0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB348363(NAD 83)
 HE0549_MARKER: B = BOLT
 HE0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0549+STABILITY: SURFACE MOTION
 HE0549
 HE0549  HISTORY     - Date     Condition        Report By
 HE0549  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0549  HISTORY     - 1955     GOOD             NGS
 HE0549
 HE0549                          STATION DESCRIPTION
 HE0549
 HE0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HE0549'1 MI E FROM OAK VALLEY.
 HE0549'1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0549'FROM OAK VALLEY, ELK COUNTY, 0.5 MILE WEST OF MILEPOST 183,
 HE0549'49 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 1 FOOT
 HE0549'FROM THE RIGHT-OF-WAY FENCE.  A BOLT, SET IN THE TOP OF A
 HE0549'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0367 ***********************************************************************
 HF0367  DESIGNATION -  189 A
 HF0367  PID         -  HF0367
 HF0367  STATE/COUNTY-  KS/BUTLER
 HF0367  USGS QUAD   -  EL DORADO (1979)
 HF0367
 HF0367                         *CURRENT SURVEY CONTROL
 HF0367  ___________________________________________________________________
 HF0367* NAD 83(1986)-  37 47 36.     (N)    096 52 04.     (W)     SCALED    
 HF0367* NAVD 88     -       389.692  (meters)    1278.51   (feet)  ADJUSTED  
 HF0367  ___________________________________________________________________
 HF0367  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0367  DYNAMIC HT  -         389.392 (meters)    1277.53  (feet)  COMP
 HF0367  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 HF0367
 HF0367  VERT ORDER  -  SECOND    CLASS 0
 HF0367
 HF0367.The horizontal coordinates were scaled from a topographic map and have
 HF0367.an estimated accuracy of +/- 6 seconds.
 HF0367
 HF0367.The orthometric height was determined by differential leveling
 HF0367.and adjusted by the National Geodetic Survey in June 1991..
 HF0367
 HF0367.The geoid height was determined by GEOID03.
 HF0367
 HF0367.The dynamic height is computed by dividing the NAVD 88
 HF0367.geopotential number by the normal gravity value computed on the
 HF0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0367.degrees latitude (g = 980.6199 gals.).
 HF0367
 HF0367.The modeled gravity was interpolated from observed gravity values.
 HF0367
 HF0367;                    North         East    Units  Estimated Accuracy
 HF0367;SPC KS S     -   526,300.      543,750.      MT  (+/- 180 meters Scaled)
 HF0367
 HF0367                          SUPERSEDED SURVEY CONTROL
 HF0367
 HF0367  NGVD 29 (??/??/92)  389.553  (m)         1278.06   (f) ADJ UNCH    2 0
 HF0367
 HF0367.Superseded values are not recommended for survey control.
 HF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0367.See file dsdata.txt to determine how the superseded data were derived.
 HF0367
 HF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG877850(NAD 83)
 HF0367_MARKER: B = BOLT
 HF0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0367_SP_SET: BRIDGE
 HF0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0367
 HF0367  HISTORY     - Date     Condition        Report By
 HF0367  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0367  HISTORY     - 1934     GOOD             NGS
 HF0367  HISTORY     - 1961     GOOD             LOCENG
 HF0367  HISTORY     - 1961     GOOD             LOCENG
 HF0367
 HF0367                          STATION DESCRIPTION
 HF0367
 HF0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HF0367'2 MI S FROM ELDORADO.
 HF0367'2.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0367'FROM THE STATION AT ELDORADO, BUTLER COUNTY, AT BRIDGE NO. 189
 HF0367'A, AND IN THE TOP OF THE NORTHWEST CORNER OF THE WEST CONCRETE
 HF0367'HEADWALL.  A ROUND-HEADED BOLT.
 HF0367
 HF0367                          STATION RECOVERY (1961)
 HF0367
 HF0367'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 HF0367'RECOVERED IN GOOD CONDITION.
 HF0367
 HF0367                          STATION RECOVERY (1961)
 HF0367
 HF0367'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 HF0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0369 ***********************************************************************
 HF0369  DESIGNATION -  190 C
 HF0369  PID         -  HF0369
 HF0369  STATE/COUNTY-  KS/BUTLER
 HF0369  USGS QUAD   -  EL DORADO SW (1979)
 HF0369
 HF0369                         *CURRENT SURVEY CONTROL
 HF0369  ___________________________________________________________________
 HF0369* NAD 83(1986)-  37 45 42.     (N)    096 53 20.     (W)     SCALED    
 HF0369* NAVD 88     -       385.20   (+/-2cm)    1263.8    (feet)  VERTCON   
 HF0369  ___________________________________________________________________
 HF0369  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 HF0369
 HF0369  VERT ORDER  -  ? (See Below)
 HF0369
 HF0369.The horizontal coordinates were scaled from a topographic map and have
 HF0369.an estimated accuracy of +/- 6 seconds.
 HF0369
 HF0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF0369.The vertical order pertains to the NGVD 29 superseded value.
 HF0369
 HF0369.The geoid height was determined by GEOID03.
 HF0369
 HF0369;                    North         East    Units  Estimated Accuracy
 HF0369;SPC KS S     -   522,760.      541,950.      MT  (+/- 180 meters Scaled)
 HF0369
 HF0369                          SUPERSEDED SURVEY CONTROL
 HF0369
 HF0369  NGVD 29 (??/??/92)  385.066  (m)         1263.34   (f) ADJ UNCH    ?  
 HF0369
 HF0369.Superseded values are not recommended for survey control.
 HF0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0369.See file dsdata.txt to determine how the superseded data were derived.
 HF0369
 HF0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG859814(NAD 83)
 HF0369_MARKER: B = BOLT
 HF0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0369_SP_SET: BRIDGE
 HF0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0369
 HF0369  HISTORY     - Date     Condition        Report By
 HF0369  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0369  HISTORY     - 1934     GOOD             NGS
 HF0369
 HF0369                          STATION DESCRIPTION
 HF0369
 HF0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HF0369'3.5 MI S FROM ELDORADO.
 HF0369'3.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0369'FROM THE STATION AT ELDORADO, BUTLER COUNTY, AND AT BRIDGE NO. 190
 HF0369'C.  A BOLT OR A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0705 ***********************************************************************
 JF0705  DESIGNATION -  19+00
 JF0705  PID         -  JF0705
 JF0705  STATE/COUNTY-  KS/MARION
 JF0705  USGS QUAD   -  HILLSBORO (1985)
 JF0705
 JF0705                         *CURRENT SURVEY CONTROL
 JF0705  ___________________________________________________________________
 JF0705* NAD 83(1986)-  38 21 18.     (N)    097 10 44.     (W)     SCALED    
 JF0705* NAVD 88     -       427.091  (meters)    1401.21   (feet)  ADJUSTED  
 JF0705  ___________________________________________________________________
 JF0705  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 JF0705  DYNAMIC HT  -         426.773 (meters)    1400.17  (feet)  COMP
 JF0705  MODELED GRAV-     979,870.1   (mgal)                       NAVD 88
 JF0705
 JF0705  VERT ORDER  -  SECOND    CLASS 0
 JF0705
 JF0705.The horizontal coordinates were scaled from a topographic map and have
 JF0705.an estimated accuracy of +/- 6 seconds.
 JF0705
 JF0705.The orthometric height was determined by differential leveling
 JF0705.and adjusted by the National Geodetic Survey in June 1991..
 JF0705
 JF0705.The geoid height was determined by GEOID03.
 JF0705
 JF0705.The dynamic height is computed by dividing the NAVD 88
 JF0705.geopotential number by the normal gravity value computed on the
 JF0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0705.degrees latitude (g = 980.6199 gals.).
 JF0705
 JF0705.The modeled gravity was interpolated from observed gravity values.
 JF0705
 JF0705;                    North         East    Units  Estimated Accuracy
 JF0705;SPC KS S     -   588,200.      515,470.      MT  (+/- 180 meters Scaled)
 JF0705
 JF0705                          SUPERSEDED SURVEY CONTROL
 JF0705
 JF0705  NGVD 29 (??/??/92)  426.925  (m)         1400.67   (f) ADJ UNCH    2 0
 JF0705
 JF0705.Superseded values are not recommended for survey control.
 JF0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0705.See file dsdata.txt to determine how the superseded data were derived.
 JF0705
 JF0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH591467(NAD 83)
 JF0705_MARKER: B = BOLT
 JF0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0705+STABILITY: SURFACE MOTION
 JF0705
 JF0705  HISTORY     - Date     Condition        Report By
 JF0705  HISTORY     - UNK      MONUMENTED       CGS
 JF0705  HISTORY     - 1934     GOOD             NGS
 JF0705
 JF0705                          STATION DESCRIPTION
 JF0705
 JF0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0705'1.4 MI E FROM HILLSBORO.
 JF0705'1.4 MILES EAST BY RAIL, LOCATED ALONG THE R. OF W. OF THE
 JF0705'SANTA FE R.R. CO. AT MILE POST 19.  49 FT. L. OR SOUTH OF THE
 JF0705'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0371 ***********************************************************************
 HF0371  DESIGNATION -  192 C
 HF0371  PID         -  HF0371
 HF0371  STATE/COUNTY-  KS/BUTLER
 HF0371  USGS QUAD   -  AUGUSTA (1979)
 HF0371
 HF0371                         *CURRENT SURVEY CONTROL
 HF0371  ___________________________________________________________________
 HF0371* NAD 83(1986)-  37 44 59.     (N)    096 53 49.     (W)     SCALED    
 HF0371* NAVD 88     -       384.861  (meters)    1262.66   (feet)  ADJUSTED  
 HF0371  ___________________________________________________________________
 HF0371  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HF0371  DYNAMIC HT  -         384.562 (meters)    1261.68  (feet)  COMP
 HF0371  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 HF0371
 HF0371  VERT ORDER  -  SECOND    CLASS 0
 HF0371
 HF0371.The horizontal coordinates were scaled from a topographic map and have
 HF0371.an estimated accuracy of +/- 6 seconds.
 HF0371
 HF0371.The orthometric height was determined by differential leveling
 HF0371.and adjusted by the National Geodetic Survey in June 1991..
 HF0371
 HF0371.The geoid height was determined by GEOID03.
 HF0371
 HF0371.The dynamic height is computed by dividing the NAVD 88
 HF0371.geopotential number by the normal gravity value computed on the
 HF0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0371.degrees latitude (g = 980.6199 gals.).
 HF0371
 HF0371.The modeled gravity was interpolated from observed gravity values.
 HF0371
 HF0371;                    North         East    Units  Estimated Accuracy
 HF0371;SPC KS S     -   521,420.      541,260.      MT  (+/- 180 meters Scaled)
 HF0371
 HF0371                          SUPERSEDED SURVEY CONTROL
 HF0371
 HF0371  NGVD 29 (??/??/92)  384.722  (m)         1262.21   (f) ADJ UNCH    2 0
 HF0371
 HF0371.Superseded values are not recommended for survey control.
 HF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0371.See file dsdata.txt to determine how the superseded data were derived.
 HF0371
 HF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG852801(NAD 83)
 HF0371_MARKER: B = BOLT
 HF0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0371_SP_SET: BRIDGE
 HF0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0371
 HF0371  HISTORY     - Date     Condition        Report By
 HF0371  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0371  HISTORY     - 1934     GOOD             NGS
 HF0371
 HF0371                          STATION DESCRIPTION
 HF0371
 HF0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HF0371'5.5 MI S FROM ELDORADO.
 HF0371'5.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0371'FROM THE STATION AT ELDORADO, BUTLER COUNTY, AT BRIDGE NO. 192
 HF0371'C, AND IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL.
 HF0371'AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0372 ***********************************************************************
 HF0372  DESIGNATION -  194 B
 HF0372  PID         -  HF0372
 HF0372  STATE/COUNTY-  KS/BUTLER
 HF0372  USGS QUAD   -  AUGUSTA (1979)
 HF0372
 HF0372                         *CURRENT SURVEY CONTROL
 HF0372  ___________________________________________________________________
 HF0372* NAD 83(1986)-  37 43 49.     (N)    096 54 48.     (W)     SCALED    
 HF0372* NAVD 88     -       384.757  (meters)    1262.32   (feet)  ADJUSTED  
 HF0372  ___________________________________________________________________
 HF0372  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 HF0372  DYNAMIC HT  -         384.457 (meters)    1261.34  (feet)  COMP
 HF0372  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 HF0372
 HF0372  VERT ORDER  -  SECOND    CLASS 0
 HF0372
 HF0372.The horizontal coordinates were scaled from a topographic map and have
 HF0372.an estimated accuracy of +/- 6 seconds.
 HF0372
 HF0372.The orthometric height was determined by differential leveling
 HF0372.and adjusted by the National Geodetic Survey in June 1991..
 HF0372
 HF0372.The geoid height was determined by GEOID03.
 HF0372
 HF0372.The dynamic height is computed by dividing the NAVD 88
 HF0372.geopotential number by the normal gravity value computed on the
 HF0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0372.degrees latitude (g = 980.6199 gals.).
 HF0372
 HF0372.The modeled gravity was interpolated from observed gravity values.
 HF0372
 HF0372;                    North         East    Units  Estimated Accuracy
 HF0372;SPC KS S     -   519,230.      539,860.      MT  (+/- 180 meters Scaled)
 HF0372
 HF0372                          SUPERSEDED SURVEY CONTROL
 HF0372
 HF0372  NGVD 29 (??/??/92)  384.618  (m)         1261.87   (f) ADJ UNCH    2 0
 HF0372
 HF0372.Superseded values are not recommended for survey control.
 HF0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0372.See file dsdata.txt to determine how the superseded data were derived.
 HF0372
 HF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG838779(NAD 83)
 HF0372_MARKER: B = BOLT
 HF0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0372_SP_SET: BRIDGE
 HF0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0372
 HF0372  HISTORY     - Date     Condition        Report By
 HF0372  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0372  HISTORY     - 1934     GOOD             NGS
 HF0372
 HF0372                          STATION DESCRIPTION
 HF0372
 HF0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HF0372'4.7 MI N FROM AUGUSTA.
 HF0372'4.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0372'FROM THE STATION AT AUGUSTA, BUTLER COUNTY, AT BRIDGE NO. 194
 HF0372'B, AND IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH CONCRETE
 HF0372'HEADWALL.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0151 ***********************************************************************
 HF0151  DESIGNATION -  196
 HF0151  PID         -  HF0151
 HF0151  STATE/COUNTY-  KS/ELK
 HF0151  USGS QUAD   -  ELK FALLS (1979)
 HF0151
 HF0151                         *CURRENT SURVEY CONTROL
 HF0151  ___________________________________________________________________
 HF0151* NAD 83(1986)-  37 22 06.     (N)    096 11 36.     (W)     SCALED    
 HF0151* NAVD 88     -       282.469  (meters)     926.73   (feet)  ADJUSTED  
 HF0151  ___________________________________________________________________
 HF0151  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 HF0151  DYNAMIC HT  -         282.240 (meters)     925.98  (feet)  COMP
 HF0151  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 HF0151
 HF0151  VERT ORDER  -  SECOND    CLASS 0
 HF0151
 HF0151.The horizontal coordinates were scaled from a topographic map and have
 HF0151.an estimated accuracy of +/- 6 seconds.
 HF0151
 HF0151.The orthometric height was determined by differential leveling
 HF0151.and adjusted by the National Geodetic Survey in June 1991..
 HF0151
 HF0151.The geoid height was determined by GEOID03.
 HF0151
 HF0151.The dynamic height is computed by dividing the NAVD 88
 HF0151.geopotential number by the normal gravity value computed on the
 HF0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0151.degrees latitude (g = 980.6199 gals.).
 HF0151
 HF0151.The modeled gravity was interpolated from observed gravity values.
 HF0151
 HF0151;                    North         East    Units  Estimated Accuracy
 HF0151;SPC KS S     -   480,400.      604,300.      MT  (+/- 180 meters Scaled)
 HF0151
 HF0151                          SUPERSEDED SURVEY CONTROL
 HF0151
 HF0151  NGVD 29 (??/??/92)  282.323  (m)          926.25   (f) ADJ UNCH    2 0
 HF0151
 HF0151.Superseded values are not recommended for survey control.
 HF0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0151.See file dsdata.txt to determine how the superseded data were derived.
 HF0151
 HF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG485394(NAD 83)
 HF0151_MARKER: B = BOLT
 HF0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0151+STABILITY: SURFACE MOTION
 HF0151
 HF0151  HISTORY     - Date     Condition        Report By
 HF0151  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0151  HISTORY     - 1935     GOOD             NGS
 HF0151
 HF0151                          STATION DESCRIPTION
 HF0151
 HF0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0151'0.3 MI W FROM ELK FALLS.
 HF0151'0.3 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0151'FROM ELK FALLS, ELK COUNTY, AT MILEPOST 196, 48.5 FEET NORTH
 HF0151'OF THE CENTERLINE OF THE MAIN TRACK, AND 1 FOOT FROM THE
 HF0151'RIGHT-OF-WAY FENCE.  A BOLT, SET IN THE TOP OF A CONCRETE POST
 HF0151'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0150 ***********************************************************************
 HF0150  DESIGNATION -  197
 HF0150  PID         -  HF0150
 HF0150  STATE/COUNTY-  KS/ELK
 HF0150  USGS QUAD   -  ELK FALLS (1979)
 HF0150
 HF0150                         *CURRENT SURVEY CONTROL
 HF0150  ___________________________________________________________________
 HF0150* NAD 83(1986)-  37 21 56.     (N)    096 12 38.     (W)     SCALED    
 HF0150* NAVD 88     -       291.625  (meters)     956.77   (feet)  ADJUSTED  
 HF0150  ___________________________________________________________________
 HF0150  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HF0150  DYNAMIC HT  -         291.388 (meters)     956.00  (feet)  COMP
 HF0150  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 HF0150
 HF0150  VERT ORDER  -  SECOND    CLASS 0
 HF0150
 HF0150.The horizontal coordinates were scaled from a topographic map and have
 HF0150.an estimated accuracy of +/- 6 seconds.
 HF0150
 HF0150.The orthometric height was determined by differential leveling
 HF0150.and adjusted by the National Geodetic Survey in June 1991..
 HF0150
 HF0150.The geoid height was determined by GEOID03.
 HF0150
 HF0150.The dynamic height is computed by dividing the NAVD 88
 HF0150.geopotential number by the normal gravity value computed on the
 HF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0150.degrees latitude (g = 980.6199 gals.).
 HF0150
 HF0150.The modeled gravity was interpolated from observed gravity values.
 HF0150
 HF0150;                    North         East    Units  Estimated Accuracy
 HF0150;SPC KS S     -   480,060.      602,780.      MT  (+/- 180 meters Scaled)
 HF0150
 HF0150                          SUPERSEDED SURVEY CONTROL
 HF0150
 HF0150  NGVD 29 (??/??/92)  291.478  (m)          956.29   (f) ADJ UNCH    2 0
 HF0150
 HF0150.Superseded values are not recommended for survey control.
 HF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0150.See file dsdata.txt to determine how the superseded data were derived.
 HF0150
 HF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG470390(NAD 83)
 HF0150_MARKER: B = BOLT
 HF0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0150+STABILITY: SURFACE MOTION
 HF0150
 HF0150  HISTORY     - Date     Condition        Report By
 HF0150  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0150  HISTORY     - 1935     GOOD             NGS
 HF0150
 HF0150                          STATION DESCRIPTION
 HF0150
 HF0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0150'1.3 MI W FROM ELK FALLS.
 HF0150'1.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0150'FROM ELK FALLS, ELK COUNTY, AT MILEPOST 197, 48 FEET NORTH OF
 HF0150'THE CENTERLINE OF THE TRACK, AND 1.5 FEET FROM THE RIGHT-OF-WAY
 HF0150'FENCE.  A BOLT, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HF0150'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0593 ***********************************************************************
 HE0593  DESIGNATION -  2
 HE0593  PID         -  HE0593
 HE0593  STATE/COUNTY-  KS/WILSON
 HE0593  USGS QUAD   -  MIDDLETOWN (1975)
 HE0593
 HE0593                         *CURRENT SURVEY CONTROL
 HE0593  ___________________________________________________________________
 HE0593* NAD 83(1986)-  37 37 38.     (N)    095 47 53.     (W)     SCALED    
 HE0593* NAVD 88     -       261.334  (meters)     857.39   (feet)  ADJUSTED  
 HE0593  ___________________________________________________________________
 HE0593  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HE0593  DYNAMIC HT  -         261.131 (meters)     856.73  (feet)  COMP
 HE0593  MODELED GRAV-     979,848.9   (mgal)                       NAVD 88
 HE0593
 HE0593  VERT ORDER  -  FIRST     CLASS II
 HE0593
 HE0593.The horizontal coordinates were scaled from a topographic map and have
 HE0593.an estimated accuracy of +/- 6 seconds.
 HE0593
 HE0593.The orthometric height was determined by differential leveling
 HE0593.and adjusted by the National Geodetic Survey in June 1991..
 HE0593
 HE0593.The geoid height was determined by GEOID03.
 HE0593
 HE0593.The dynamic height is computed by dividing the NAVD 88
 HE0593.geopotential number by the normal gravity value computed on the
 HE0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0593.degrees latitude (g = 980.6199 gals.).
 HE0593
 HE0593.The modeled gravity was interpolated from observed gravity values.
 HE0593
 HE0593;                    North         East    Units  Estimated Accuracy
 HE0593;SPC KS S     -   510,060.      638,470.      MT  (+/- 180 meters Scaled)
 HE0593
 HE0593                          SUPERSEDED SURVEY CONTROL
 HE0593
 HE0593  NGVD 29 (??/??/92)  261.194  (m)          856.93   (f) ADJ UNCH    1 2
 HE0593
 HE0593.Superseded values are not recommended for survey control.
 HE0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0593.See file dsdata.txt to determine how the superseded data were derived.
 HE0593
 HE0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB530681(NAD 83)
 HE0593_MARKER: B = BOLT
 HE0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0593+STABILITY: SURFACE MOTION
 HE0593
 HE0593  HISTORY     - Date     Condition        Report By
 HE0593  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0593  HISTORY     - 1934     GOOD             NGS
 HE0593  HISTORY     - 1934     GOOD             NGS
 HE0593  HISTORY     - 1975     MARK NOT FOUND   USGS
 HE0593  HISTORY     - 1975     MARK NOT FOUND   USGS
 HE0593
 HE0593                          STATION DESCRIPTION
 HE0593
 HE0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0593'2.3 MI SE FROM FARMDALE.
 HE0593'2.3 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 HE0593'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT
 HE0593'FARMDALE, WILSON COUNTY, AT THE CROSSING OF THE MISSOURI PACIFIC
 HE0593'RAILROAD, AND 49 FEET NORTHEAST OF THE CENTERLINE OF THE OLD
 HE0593'ROADBED.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST
 HE0593'PROJECTING 6 INCHES ABOVE GROUND.
 HE0593
 HE0593                          STATION RECOVERY (1934)
 HE0593
 HE0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 HE0593'RECOVERED IN GOOD CONDITION.
 HE0593
 HE0593                          STATION RECOVERY (1975)
 HE0593
 HE0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0593'MARK NOT FOUND.
 HE0593
 HE0593                          STATION RECOVERY (1975)
 HE0593
 HE0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0639 ***********************************************************************
 KE0639  DESIGNATION -  2
 KE0639  PID         -  KE0639
 KE0639  STATE/COUNTY-  KS/LEAVENWORTH
 KE0639  USGS QUAD   -  JARBALO (1984)
 KE0639
 KE0639                         *CURRENT SURVEY CONTROL
 KE0639  ___________________________________________________________________
 KE0639* NAD 83(1986)-  39 07 48.     (N)    095 07 25.     (W)     SCALED    
 KE0639* NAVD 88     -       334.762  (meters)    1098.30   (feet)  ADJUSTED  
 KE0639  ___________________________________________________________________
 KE0639  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KE0639  DYNAMIC HT  -         334.546 (meters)    1097.59  (feet)  COMP
 KE0639  MODELED GRAV-     979,973.2   (mgal)                       NAVD 88
 KE0639
 KE0639  VERT ORDER  -  SECOND    CLASS 0
 KE0639
 KE0639.The horizontal coordinates were scaled from a topographic map and have
 KE0639.an estimated accuracy of +/- 6 seconds.
 KE0639
 KE0639.The orthometric height was determined by differential leveling
 KE0639.and adjusted by the National Geodetic Survey in June 1991..
 KE0639.WARNING-Repeat measurements at this control monument indicate possible
 KE0639.vertical movement.
 KE0639
 KE0639.The geoid height was determined by GEOID03.
 KE0639
 KE0639.The dynamic height is computed by dividing the NAVD 88
 KE0639.geopotential number by the normal gravity value computed on the
 KE0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0639.degrees latitude (g = 980.6199 gals.).
 KE0639
 KE0639.The modeled gravity was interpolated from observed gravity values.
 KE0639
 KE0639;                    North         East    Units  Estimated Accuracy
 KE0639;SPC KS N     -    92,390.      648,660.      MT  (+/- 180 meters Scaled)
 KE0639
 KE0639                          SUPERSEDED SURVEY CONTROL
 KE0639
 KE0639  NGVD 29 (??/??/92)  334.682  (m)         1098.04   (f) ADJ UNCH    2 0
 KE0639
 KE0639.Superseded values are not recommended for survey control.
 KE0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0639.See file dsdata.txt to determine how the superseded data were derived.
 KE0639
 KE0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD164333(NAD 83)
 KE0639_MARKER: B = BOLT
 KE0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0639+STABILITY: SURFACE MOTION
 KE0639
 KE0639  HISTORY     - Date     Condition        Report By
 KE0639  HISTORY     - UNK      MONUMENTED       KSHC
 KE0639  HISTORY     - 1950     GOOD             NGS
 KE0639
 KE0639                          STATION DESCRIPTION
 KE0639
 KE0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0639'3.5 MI NW FROM TONGANOXIE.
 KE0639'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE UNION
 KE0639'PACIFIC RAILROAD STATION AT TONGANOXIE, LEAVENWORTH COUNTY,
 KE0639'525 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF STATE
 KE0639'HIGHWAY 90, 36.5 FEET NORTHEAST OF THE CENTERLINE OF STATE
 KE0639'HIGHWAY 16, 3.2 FEET SOUTHWEST OF A FENCE, UNDER A HIGH VOLTAGE
 KE0639'POWERLINE, AND LEVEL WITH THE HIGHWAY.  A COPPER BOLT SET IN
 KE0639'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0836 ***********************************************************************
 JF0836  DESIGNATION -  2
 JF0836  PID         -  JF0836
 JF0836  STATE/COUNTY-  KS/RENO
 JF0836  USGS QUAD   -  HUTCHINSON SE (1978)
 JF0836
 JF0836                         *CURRENT SURVEY CONTROL
 JF0836  ___________________________________________________________________
 JF0836* NAD 83(1986)-  38 03 54.     (N)    097 51 58.     (W)     SCALED    
 JF0836* NAVD 88     -       463.573  (meters)    1520.91   (feet)  POSTED    
 JF0836  ___________________________________________________________________
 JF0836  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 JF0836  DYNAMIC HT  -         463.210 (meters)    1519.71  (feet)  COMP
 JF0836  MODELED GRAV-     979,842.2   (mgal)                       NAVD 88
 JF0836
 JF0836  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JF0836
 JF0836.This mark is at Hutchinson Municipal Airport (HUT)
 JF0836
 JF0836.The horizontal coordinates were scaled from a topographic map and have
 JF0836.an estimated accuracy of +/- 6 seconds.
 JF0836
 JF0836.The orthometric height was determined by differential leveling
 JF0836.and adjusted by the National Geodetic Survey in 1992..
 JF0836.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JF0836.rate of 2.1 thru 3.0 mm/km.
 JF0836
 JF0836.The geoid height was determined by GEOID03.
 JF0836
 JF0836.The dynamic height is computed by dividing the NAVD 88
 JF0836.geopotential number by the normal gravity value computed on the
 JF0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0836.degrees latitude (g = 980.6199 gals.).
 JF0836
 JF0836.The modeled gravity was interpolated from observed gravity values.
 JF0836
 JF0836;                    North         East    Units  Estimated Accuracy
 JF0836;SPC KS S     -   555,380.      455,620.      MT  (+/- 180 meters Scaled)
 JF0836
 JF0836                          SUPERSEDED SURVEY CONTROL
 JF0836
 JF0836  NGVD 29 (??/??/92)  463.422  (m)         1520.41   (f) ADJ UNCH    1 2
 JF0836
 JF0836.Superseded values are not recommended for survey control.
 JF0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0836.See file dsdata.txt to determine how the superseded data were derived.
 JF0836
 JF0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH994136(NAD 83)
 JF0836_MARKER: X = CHISELED CROSS
 JF0836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0836_SP_SET: FIRE HYDRANT
 JF0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0836
 JF0836  HISTORY     - Date     Condition        Report By
 JF0836  HISTORY     - UNK      MONUMENTED       USWB
 JF0836  HISTORY     - 1953     GOOD             NGS
 JF0836  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0836
 JF0836                          STATION DESCRIPTION
 JF0836
 JF0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JF0836'4 MI NE FROM HUTCHINSON.
 JF0836'3.5 MILES EAST ALONG U.S. HIGHWAY 50 SOUTH FROM ITS JUNCTION
 JF0836'WITH NORTH MAIN STREET AT HUTCHINSON, THENCE 0.5 MILE NORTH
 JF0836'ALONG A GRAVELED ROAD, AT THE HUTCHISON MUNICIPAL AIRPORT,
 JF0836'66 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ADMINISTRATION
 JF0836'BUILDING, ON THE WEST SIDE OF THE BASE OF A FIRE HYDRANT,
 JF0836'A CHISELED CROSS ON THE HEAD OF A BOLT.
 JF0836
 JF0836                          STATION RECOVERY (1986)
 JF0836
 JF0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0836'THE FIRE HYDRANT HAS HAD SEVERAL COATS OF PAINT AND NO CHISELED CROSS
 JF0836'COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0424 ***********************************************************************
 HF0424  DESIGNATION -  2
 HF0424  PID         -  HF0424
 HF0424  STATE/COUNTY-  KS/BUTLER
 HF0424  USGS QUAD   -  AUGUSTA (1979)
 HF0424
 HF0424                         *CURRENT SURVEY CONTROL
 HF0424  ___________________________________________________________________
 HF0424* NAD 83(1986)-  37 38 13.     (N)    096 59 50.     (W)     SCALED    
 HF0424* NAVD 88     -       369.730  (meters)    1213.02   (feet)  ADJUSTED  
 HF0424  ___________________________________________________________________
 HF0424  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HF0424  DYNAMIC HT  -         369.440 (meters)    1212.07  (feet)  COMP
 HF0424  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 HF0424
 HF0424  VERT ORDER  -  SECOND    CLASS 0
 HF0424
 HF0424.The horizontal coordinates were scaled from a topographic map and have
 HF0424.an estimated accuracy of +/- 6 seconds.
 HF0424
 HF0424.The orthometric height was determined by differential leveling
 HF0424.and adjusted by the National Geodetic Survey in June 1991..
 HF0424
 HF0424.The geoid height was determined by GEOID03.
 HF0424
 HF0424.The dynamic height is computed by dividing the NAVD 88
 HF0424.geopotential number by the normal gravity value computed on the
 HF0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0424.degrees latitude (g = 980.6199 gals.).
 HF0424
 HF0424.The modeled gravity was interpolated from observed gravity values.
 HF0424
 HF0424;                    North         East    Units  Estimated Accuracy
 HF0424;SPC KS S     -   508,760.      532,630.      MT  (+/- 180 meters Scaled)
 HF0424
 HF0424                          SUPERSEDED SURVEY CONTROL
 HF0424
 HF0424  NGVD 29 (??/??/92)  369.599  (m)         1212.59   (f) ADJ UNCH    2 0
 HF0424
 HF0424.Superseded values are not recommended for survey control.
 HF0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0424.See file dsdata.txt to determine how the superseded data were derived.
 HF0424
 HF0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG767674(NAD 83)
 HF0424_MARKER: Q = CHISELED SQUARE
 HF0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0424_SP_SET: BRIDGE
 HF0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0424
 HF0424  HISTORY     - Date     Condition        Report By
 HF0424  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0424  HISTORY     - 1945     GOOD             NGS
 HF0424
 HF0424                          STATION DESCRIPTION
 HF0424
 HF0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HF0424'2.9 MI S FROM AUGUSTA.
 HF0424'2.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0424'FROM AUGUSTA, BUTLER COUNTY, 0.4 MILE SOUTH OF MILEPOST 202, AT
 HF0424'BRIDGE 202 D, AND ON THE NORTHWEST CORNER OF THE WEST HEADWALL.
 HF0424'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0228 ***********************************************************************
 HF0228  DESIGNATION -  2
 HF0228  PID         -  HF0228
 HF0228  STATE/COUNTY-  KS/COWLEY
 HF0228  USGS QUAD   -  NEW SALEM (1979)
 HF0228
 HF0228                         *CURRENT SURVEY CONTROL
 HF0228  ___________________________________________________________________
 HF0228* NAD 83(1986)-  37 18 42.     (N)    096 55 17.     (W)     SCALED    
 HF0228* NAVD 88     -       366.303  (meters)    1201.78   (feet)  ADJUSTED  
 HF0228  ___________________________________________________________________
 HF0228  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HF0228  DYNAMIC HT  -         366.003 (meters)    1200.79  (feet)  COMP
 HF0228  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 HF0228
 HF0228  VERT ORDER  -  SECOND    CLASS 0
 HF0228
 HF0228.The horizontal coordinates were scaled from a topographic map and have
 HF0228.an estimated accuracy of +/- 6 seconds.
 HF0228
 HF0228.The orthometric height was determined by differential leveling
 HF0228.and adjusted by the National Geodetic Survey in June 1991..
 HF0228
 HF0228.The geoid height was determined by GEOID03.
 HF0228
 HF0228.The dynamic height is computed by dividing the NAVD 88
 HF0228.geopotential number by the normal gravity value computed on the
 HF0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0228.degrees latitude (g = 980.6199 gals.).
 HF0228
 HF0228.The modeled gravity was interpolated from observed gravity values.
 HF0228
 HF0228;                    North         East    Units  Estimated Accuracy
 HF0228;SPC KS S     -   472,770.      539,930.      MT  (+/- 180 meters Scaled)
 HF0228
 HF0228                          SUPERSEDED SURVEY CONTROL
 HF0228
 HF0228  NGVD 29 (??/??/92)  366.183  (m)         1201.39   (f) ADJ UNCH    2 0
 HF0228
 HF0228.Superseded values are not recommended for survey control.
 HF0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0228.See file dsdata.txt to determine how the superseded data were derived.
 HF0228
 HF0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG842314(NAD 83)
 HF0228_MARKER: B = BOLT
 HF0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0228+STABILITY: SURFACE MOTION
 HF0228
 HF0228  HISTORY     - Date     Condition        Report By
 HF0228  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0228  HISTORY     - 1965     MARK NOT FOUND   USGS
 HF0228
 HF0228                          STATION DESCRIPTION
 HF0228
 HF0228'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD UNK
 HF0228'1.4 MI W FROM NEW SALEM.
 HF0228'1.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0228'FROM NEW SALEM, COWLEY COUNTY, 0.2 MILE WEST OF MILEPOST 240, 49
 HF0228'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT FROM THE
 HF0228'RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE
 HF0228'POST.
 HF0228
 HF0228                          STATION RECOVERY (1965)
 HF0228
 HF0228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HF0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0693 ***********************************************************************
 KE0693  DESIGNATION -  20
 KE0693  PID         -  KE0693
 KE0693  STATE/COUNTY-  KS/JEFFERSON
 KE0693  USGS QUAD   -  HALF MOUND (1979)
 KE0693
 KE0693                         *CURRENT SURVEY CONTROL
 KE0693  ___________________________________________________________________
 KE0693* NAD 83(1986)-  39 23 46.     (N)    095 23 02.     (W)     SCALED    
 KE0693* NAVD 88     -       306.22   (+/-2cm)    1004.7    (feet)  VERTCON   
 KE0693  ___________________________________________________________________
 KE0693  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 KE0693
 KE0693  VERT ORDER  -  ? (See Below)
 KE0693
 KE0693.The horizontal coordinates were scaled from a topographic map and have
 KE0693.an estimated accuracy of +/- 6 seconds.
 KE0693
 KE0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE0693.The vertical order pertains to the NGVD 29 superseded value.
 KE0693
 KE0693.The geoid height was determined by GEOID03.
 KE0693
 KE0693;                    North         East    Units  Estimated Accuracy
 KE0693;SPC KS N     -   121,240.      625,320.      MT  (+/- 180 meters Scaled)
 KE0693
 KE0693                          SUPERSEDED SURVEY CONTROL
 KE0693
 KE0693  NGVD 29 (??/??/92)  306.116  (m)         1004.32   (f) ADJ UNCH    ?  
 KE0693
 KE0693.Superseded values are not recommended for survey control.
 KE0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0693.See file dsdata.txt to determine how the superseded data were derived.
 KE0693
 KE0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD947634(NAD 83)
 KE0693_MARKER: DD = SURVEY DISK
 KE0693_SETTING: 0 = UNSPECIFIED SETTING
 KE0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0693
 KE0693  HISTORY     - Date     Condition        Report By
 KE0693  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0693  HISTORY     - 1950     GOOD             NGS
 KE0693
 KE0693                          STATION DESCRIPTION
 KE0693
 KE0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0693'3.2 MI SW FROM NORTONVILLE.
 KE0693'3.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0693'RAILWAY FROM THE STATION AT NORTONVILLE, JEFFERSON COUNTY, AT
 KE0693'NICHOLS, OPPOSITE MILEPOST 20, AND 6 FEET NORTH OF THE CENTERLINE
 KE0693'OF THE TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET
 KE0693'VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0665 ***********************************************************************
 KF0665  DESIGNATION -  20
 KF0665  PID         -  KF0665
 KF0665  STATE/COUNTY-  KS/GEARY
 KF0665  USGS QUAD   -  JUNCTION CITY (1982)
 KF0665
 KF0665                         *CURRENT SURVEY CONTROL
 KF0665  ___________________________________________________________________
 KF0665* NAD 83(1986)-  39 05 06.     (N)    096 45 43.     (W)     SCALED    
 KF0665* NAVD 88     -       325.854  (meters)    1069.07   (feet)  ADJUSTED  
 KF0665  ___________________________________________________________________
 KF0665  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 KF0665  DYNAMIC HT  -         325.633 (meters)    1068.35  (feet)  COMP
 KF0665  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 KF0665
 KF0665  VERT ORDER  -  FIRST     CLASS II
 KF0665
 KF0665.The horizontal coordinates were scaled from a topographic map and have
 KF0665.an estimated accuracy of +/- 6 seconds.
 KF0665
 KF0665.The orthometric height was determined by differential leveling
 KF0665.and adjusted by the National Geodetic Survey in June 1991..
 KF0665
 KF0665.The geoid height was determined by GEOID03.
 KF0665
 KF0665.The dynamic height is computed by dividing the NAVD 88
 KF0665.geopotential number by the normal gravity value computed on the
 KF0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0665.degrees latitude (g = 980.6199 gals.).
 KF0665
 KF0665.The modeled gravity was interpolated from observed gravity values.
 KF0665
 KF0665;                    North         East    Units  Estimated Accuracy
 KF0665;SPC KS N     -    84,180.      507,110.      MT  (+/- 180 meters Scaled)
 KF0665
 KF0665                          SUPERSEDED SURVEY CONTROL
 KF0665
 KF0665  NGVD 29 (??/??/92)  325.728  (m)         1068.66   (f) ADJ UNCH    1 2
 KF0665
 KF0665.Superseded values are not recommended for survey control.
 KF0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0665.See file dsdata.txt to determine how the superseded data were derived.
 KF0665
 KF0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ935285(NAD 83)
 KF0665_MARKER: Q = CHISELED SQUARE
 KF0665_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KF0665+WITH SETTING: PAVEMENT
 KF0665_SP_SET: FLAG POLE BASE
 KF0665_MARK LOGO: NONE  
 KF0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0665+STABILITY: SURFACE MOTION
 KF0665
 KF0665  HISTORY     - Date     Condition        Report By
 KF0665  HISTORY     - UNK      MONUMENTED       CGS
 KF0665  HISTORY     - 1965     GOOD             NGS
 KF0665  HISTORY     - 1986     GOOD             NGS
 KF0665
 KF0665                          STATION DESCRIPTION
 KF0665
 KF0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0665'1.9 MI E FROM FORT RILEY.
 KF0665'1.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0665'AT FORT RILEY, GEARY COUNTY, IN THE FORT RILEY MILITARY
 KF0665'RESERVATION, ON THE GROUNDS HISTORIC, OF THE KANSAS FIRST
 KF0665'TERRITORIAL CAPITOL, 36 FEET SOUTHWEST OF THE SOUTHWEST END OF
 KF0665'THE OLD CAPITOL BUILDING, 26.5 FEET SOUTHEAST OF THE CENTER LINE
 KF0665'OF THE U.P.R.R. MAIN TRACK, AT THE FLAGPOLE, AND ON THE SOUTHEAST
 KF0665'EDGE OF THE CONCRETE BASE.  A CHISELED SQUARE.  NOTE-- THIS
 KF0665'CHISELED SQUARE IS HARD TO DETERMINE AS A SQUARE, IT APPEARS
 KF0665'MORE LIKE A HOLE IN THE CONCRETE.
 KF0665
 KF0665                          STATION RECOVERY (1986)
 KF0665
 KF0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0381 ***********************************************************************
 HE0381  DESIGNATION -  20 B
 HE0381  PID         -  HE0381
 HE0381  STATE/COUNTY-  KS/NEOSHO
 HE0381  USGS QUAD   -  ERIE (1973)
 HE0381
 HE0381                         *CURRENT SURVEY CONTROL
 HE0381  ___________________________________________________________________
 HE0381* NAD 83(1986)-  37 35 00.     (N)    095 08 24.     (W)     SCALED    
 HE0381* NAVD 88     -       274.940  (meters)     902.03   (feet)  ADJUSTED  
 HE0381  ___________________________________________________________________
 HE0381  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0381  DYNAMIC HT  -         274.727 (meters)     901.33  (feet)  COMP
 HE0381  MODELED GRAV-     979,847.1   (mgal)                       NAVD 88
 HE0381
 HE0381  VERT ORDER  -  SECOND    CLASS 0
 HE0381
 HE0381.The horizontal coordinates were scaled from a topographic map and have
 HE0381.an estimated accuracy of +/- 6 seconds.
 HE0381
 HE0381.The orthometric height was determined by differential leveling
 HE0381.and adjusted by the National Geodetic Survey in June 1991..
 HE0381
 HE0381.The geoid height was determined by GEOID03.
 HE0381
 HE0381.The dynamic height is computed by dividing the NAVD 88
 HE0381.geopotential number by the normal gravity value computed on the
 HE0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0381.degrees latitude (g = 980.6199 gals.).
 HE0381
 HE0381.The modeled gravity was interpolated from observed gravity values.
 HE0381
 HE0381;                    North         East    Units  Estimated Accuracy
 HE0381;SPC KS S     -   507,080.      696,700.      MT  (+/- 180 meters Scaled)
 HE0381
 HE0381                          SUPERSEDED SURVEY CONTROL
 HE0381
 HE0381  NGVD 29 (??/??/92)  274.817  (m)          901.63   (f) ADJ UNCH    2 0
 HE0381
 HE0381.Superseded values are not recommended for survey control.
 HE0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0381.See file dsdata.txt to determine how the superseded data were derived.
 HE0381
 HE0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB110617(NAD 83)
 HE0381_MARKER: X = CHISELED CROSS
 HE0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0381_SP_SET: ABUTMENT
 HE0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0381
 HE0381  HISTORY     - Date     Condition        Report By
 HE0381  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0381  HISTORY     - 1934     GOOD             NGS
 HE0381  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0381
 HE0381                          STATION DESCRIPTION
 HE0381
 HE0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0381'2.1 MI E FROM TRENT.
 HE0381'2.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0381'FROM THE STATION AT TRENT, NEOSHO COUNTY, AT BRIDGE 20 B, ON
 HE0381'THE TOP OF THE SOUTH END OF THE ABUTMENT, 5.5 FEET SOUTH OF
 HE0381'THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 HE0381'TRACK.  A CHISELED CIRCLE AND CROSS.
 HE0381
 HE0381                          STATION RECOVERY (1964)
 HE0381
 HE0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0146 ***********************************************************************
 HF0146  DESIGNATION -  202
 HF0146  PID         -  HF0146
 HF0146  STATE/COUNTY-  KS/ELK
 HF0146  USGS QUAD   -  MOLINE (1979)
 HF0146
 HF0146                         *CURRENT SURVEY CONTROL
 HF0146  ___________________________________________________________________
 HF0146* NAD 83(1986)-  37 21 45.     (N)    096 17 47.     (W)     SCALED    
 HF0146* NAVD 88     -       320.260  (meters)    1050.72   (feet)  ADJUSTED  
 HF0146  ___________________________________________________________________
 HF0146  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HF0146  DYNAMIC HT  -         319.999 (meters)    1049.86  (feet)  COMP
 HF0146  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 HF0146
 HF0146  VERT ORDER  -  SECOND    CLASS 0
 HF0146
 HF0146.The horizontal coordinates were scaled from a topographic map and have
 HF0146.an estimated accuracy of +/- 6 seconds.
 HF0146
 HF0146.The orthometric height was determined by differential leveling
 HF0146.and adjusted by the National Geodetic Survey in June 1991..
 HF0146
 HF0146.The geoid height was determined by GEOID03.
 HF0146
 HF0146.The dynamic height is computed by dividing the NAVD 88
 HF0146.geopotential number by the normal gravity value computed on the
 HF0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0146.degrees latitude (g = 980.6199 gals.).
 HF0146
 HF0146.The modeled gravity was interpolated from observed gravity values.
 HF0146
 HF0146;                    North         East    Units  Estimated Accuracy
 HF0146;SPC KS S     -   479,530.      595,190.      MT  (+/- 180 meters Scaled)
 HF0146
 HF0146                          SUPERSEDED SURVEY CONTROL
 HF0146
 HF0146  NGVD 29 (??/??/92)  320.110  (m)         1050.23   (f) ADJ UNCH    2 0
 HF0146
 HF0146.Superseded values are not recommended for survey control.
 HF0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0146.See file dsdata.txt to determine how the superseded data were derived.
 HF0146
 HF0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG394385(NAD 83)
 HF0146_MARKER: B = BOLT
 HF0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0146+STABILITY: SURFACE MOTION
 HF0146
 HF0146  HISTORY     - Date     Condition        Report By
 HF0146  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0146  HISTORY     - 1962     GOOD             NGS
 HF0146  HISTORY     - 1981     GOOD             KSDT
 HF0146  HISTORY     - 1981     GOOD             KSDT
 HF0146
 HF0146                          STATION DESCRIPTION
 HF0146
 HF0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0146'0.4 MI E FROM MOLINE.
 HF0146'0.4 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0146'FROM MOLINE, ELK COUNTY, AT MILEPOST 202, 49 FEET SOUTH OF THE
 HF0146'CENTERLINE OF THE TRACK, AND IN LINE WITH THE RIGHT-OF-WAY
 HF0146'FENCE.  A BOLT, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HF0146'1 FOOT ABOVE GROUND.
 HF0146
 HF0146                          STATION RECOVERY (1981)
 HF0146
 HF0146'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 HF0146'RECOVERED IN GOOD CONDITION.
 HF0146
 HF0146                          STATION RECOVERY (1981)
 HF0146
 HF0146'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 HF0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0394 ***********************************************************************
 JF0394  DESIGNATION -  20+282
 JF0394  PID         -  JF0394
 JF0394  STATE/COUNTY-  KS/MORRIS
 JF0394  USGS QUAD   -  BURDICK (1972)
 JF0394
 JF0394                         *CURRENT SURVEY CONTROL
 JF0394  ___________________________________________________________________
 JF0394* NAD 83(1986)-  38 33 56.     (N)    096 51 44.     (W)     SCALED    
 JF0394* NAVD 88     -       442.019  (meters)    1450.19   (feet)  ADJUSTED  
 JF0394  ___________________________________________________________________
 JF0394  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 JF0394  DYNAMIC HT  -         441.700 (meters)    1449.14  (feet)  COMP
 JF0394  MODELED GRAV-     979,893.4   (mgal)                       NAVD 88
 JF0394
 JF0394  VERT ORDER  -  SECOND    CLASS 0
 JF0394
 JF0394.The horizontal coordinates were scaled from a topographic map and have
 JF0394.an estimated accuracy of +/- 6 seconds.
 JF0394
 JF0394.The orthometric height was determined by differential leveling
 JF0394.and adjusted by the National Geodetic Survey in June 1991..
 JF0394
 JF0394.The geoid height was determined by GEOID03.
 JF0394
 JF0394.The dynamic height is computed by dividing the NAVD 88
 JF0394.geopotential number by the normal gravity value computed on the
 JF0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0394.degrees latitude (g = 980.6199 gals.).
 JF0394
 JF0394.The modeled gravity was interpolated from observed gravity values.
 JF0394
 JF0394;                    North         East    Units  Estimated Accuracy
 JF0394;SPC KS N     -    26,400.      499,160.      MT  (+/- 180 meters Scaled)
 JF0394
 JF0394                          SUPERSEDED SURVEY CONTROL
 JF0394
 JF0394  NGVD 29 (??/??/92)  441.853  (m)         1449.65   (f) ADJ UNCH    2 0
 JF0394
 JF0394.Superseded values are not recommended for survey control.
 JF0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0394.See file dsdata.txt to determine how the superseded data were derived.
 JF0394
 JF0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH862707(NAD 83)
 JF0394_MARKER: B = BOLT
 JF0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0394_SP_SET: CONCRETE MARKER
 JF0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0394
 JF0394  HISTORY     - Date     Condition        Report By
 JF0394  HISTORY     - UNK      MONUMENTED       CGS
 JF0394  HISTORY     - 1934     GOOD             NGS
 JF0394  HISTORY     - 1968     POOR             NGS
 JF0394
 JF0394                          STATION DESCRIPTION
 JF0394
 JF0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0394'0.9 MI W FROM BURDICK.
 JF0394'0.9 MILES BY RAIL (WEST) ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0394'R.R. CO. 25 FT. NORTH CENTER-LINE TRACK 282 FT. WEST OF MILE
 JF0394'POST 20 + 00 NOTE-- MARK IS LEANING.
 JF0394
 JF0394                          STATION RECOVERY (1968)
 JF0394
 JF0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0394'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0479 ***********************************************************************
 HF0479  DESIGNATION -  204.0
 HF0479  PID         -  HF0479
 HF0479  STATE/COUNTY-  KS/SEDGWICK
 HF0479  USGS QUAD   -  VALLEY CENTER (1982)
 HF0479
 HF0479                         *CURRENT SURVEY CONTROL
 HF0479  ___________________________________________________________________
 HF0479* NAD 83(1986)-  37 48 07.     (N)    097 21 26.     (W)     SCALED    
 HF0479* NAVD 88     -       408.04   (+/-2cm)    1338.7    (feet)  VERTCON   
 HF0479  ___________________________________________________________________
 HF0479  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0479
 HF0479  VERT ORDER  -  ? (See Below)
 HF0479
 HF0479.The horizontal coordinates were scaled from a topographic map and have
 HF0479.an estimated accuracy of +/- 6 seconds.
 HF0479
 HF0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF0479.The vertical order pertains to the NGVD 29 superseded value.
 HF0479
 HF0479.The geoid height was determined by GEOID03.
 HF0479
 HF0479;                    North         East    Units  Estimated Accuracy
 HF0479;SPC KS S     -   526,620.      500,630.      MT  (+/- 180 meters Scaled)
 HF0479
 HF0479                          SUPERSEDED SURVEY CONTROL
 HF0479
 HF0479  NGVD 29 (??/??/92)  407.896  (m)         1338.24   (f) ADJ UNCH    ?  
 HF0479
 HF0479.Superseded values are not recommended for survey control.
 HF0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0479.See file dsdata.txt to determine how the superseded data were derived.
 HF0479
 HF0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG446851(NAD 83)
 HF0479_MARKER: Q = CHISELED SQUARE
 HF0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0479+STABILITY: SURFACE MOTION
 HF0479
 HF0479  HISTORY     - Date     Condition        Report By
 HF0479  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0479  HISTORY     - 1953     POOR             NGS
 HF0479
 HF0479                          STATION DESCRIPTION
 HF0479
 HF0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HF0479'8 MI N FROM WICHITA.
 HF0479'8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0479'FROM THE UNION STATION, WICHITA, SEDGWICK COUNTY, 50 FEET WEST
 HF0479'OF THE CENTER OF TRACK OF MILEPOST 204, AND 1 FOOT EAST OF
 HF0479'RIGHT-OF-WAY FENCE.  A CHISELED SQUARE, IN THE TOP OF A 5- BY
 HF0479'5-INCH CONCRETE POST.  NOTE-- A CORNER OF THE CONCRETE POST IS
 HF0479'CHIPPED OFF AND IT LEANS SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0141 ***********************************************************************
 HF0141  DESIGNATION -  206
 HF0141  PID         -  HF0141
 HF0141  STATE/COUNTY-  KS/ELK
 HF0141  USGS QUAD   -  MOLINE (1979)
 HF0141
 HF0141                         *CURRENT SURVEY CONTROL
 HF0141  ___________________________________________________________________
 HF0141* NAD 83(1986)-  37 21 11.     (N)    096 21 56.     (W)     SCALED    
 HF0141* NAVD 88     -       363.322  (meters)    1192.00   (feet)  ADJUSTED  
 HF0141  ___________________________________________________________________
 HF0141  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HF0141  DYNAMIC HT  -         363.025 (meters)    1191.02  (feet)  COMP
 HF0141  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 HF0141
 HF0141  VERT ORDER  -  SECOND    CLASS 0
 HF0141
 HF0141.The horizontal coordinates were scaled from a topographic map and have
 HF0141.an estimated accuracy of +/- 6 seconds.
 HF0141
 HF0141.The orthometric height was determined by differential leveling
 HF0141.and adjusted by the National Geodetic Survey in June 1991..
 HF0141
 HF0141.The geoid height was determined by GEOID03.
 HF0141
 HF0141.The dynamic height is computed by dividing the NAVD 88
 HF0141.geopotential number by the normal gravity value computed on the
 HF0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0141.degrees latitude (g = 980.6199 gals.).
 HF0141
 HF0141.The modeled gravity was interpolated from observed gravity values.
 HF0141
 HF0141;                    North         East    Units  Estimated Accuracy
 HF0141;SPC KS S     -   478,340.      589,090.      MT  (+/- 180 meters Scaled)
 HF0141
 HF0141                          SUPERSEDED SURVEY CONTROL
 HF0141
 HF0141  NGVD 29 (??/??/92)  363.166  (m)         1191.49   (f) ADJ UNCH    2 0
 HF0141
 HF0141.Superseded values are not recommended for survey control.
 HF0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0141.See file dsdata.txt to determine how the superseded data were derived.
 HF0141
 HF0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG333372(NAD 83)
 HF0141_MARKER: B = BOLT
 HF0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0141+STABILITY: SURFACE MOTION
 HF0141
 HF0141  HISTORY     - Date     Condition        Report By
 HF0141  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0141  HISTORY     - 1935     GOOD             NGS
 HF0141
 HF0141                          STATION DESCRIPTION
 HF0141
 HF0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0141'3.6 MI W FROM MOLINE.
 HF0141'3.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0141'FROM MOLINE, ELK COUNTY, AT MILEPOST 206, 48 FEET NORTH OF THE
 HF0141'CENTERLINE OF THE MAIN TRACK, AND 1.5 FEET FROM THE RIGHT-OF-WAY
 HF0141'FENCE.  A BOLT, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HF0141'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0481 ***********************************************************************
 HF0481  DESIGNATION -  206 A
 HF0481  PID         -  HF0481
 HF0481  STATE/COUNTY-  KS/SEDGWICK
 HF0481  USGS QUAD   -  VALLEY CENTER (1982)
 HF0481
 HF0481                         *CURRENT SURVEY CONTROL
 HF0481  ___________________________________________________________________
 HF0481* NAD 83(1986)-  37 46 19.     (N)    097 20 19.     (W)     SCALED    
 HF0481* NAVD 88     -       405.17   (+/-2cm)    1329.3    (feet)  VERTCON   
 HF0481  ___________________________________________________________________
 HF0481  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0481
 HF0481  VERT ORDER  -  ? (See Below)
 HF0481
 HF0481.The horizontal coordinates were scaled from a topographic map and have
 HF0481.an estimated accuracy of +/- 6 seconds.
 HF0481
 HF0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF0481.The vertical order pertains to the NGVD 29 superseded value.
 HF0481
 HF0481.The geoid height was determined by GEOID03.
 HF0481
 HF0481;                    North         East    Units  Estimated Accuracy
 HF0481;SPC KS S     -   523,310.      502,310.      MT  (+/- 180 meters Scaled)
 HF0481
 HF0481                          SUPERSEDED SURVEY CONTROL
 HF0481
 HF0481  NGVD 29 (??/??/92)  405.021  (m)         1328.81   (f) ADJ UNCH    ?  
 HF0481
 HF0481.Superseded values are not recommended for survey control.
 HF0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0481.See file dsdata.txt to determine how the superseded data were derived.
 HF0481
 HF0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG463818(NAD 83)
 HF0481_MARKER: S = SPIKE
 HF0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0481_SP_SET: CULVERT
 HF0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0481
 HF0481  HISTORY     - Date     Condition        Report By
 HF0481  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0481  HISTORY     - 1953     GOOD             NGS
 HF0481
 HF0481                          STATION DESCRIPTION
 HF0481
 HF0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HF0481'6 MI N FROM WICHITA.
 HF0481'6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0481'FROM THE UNION STATION, WICHITA, SEDGWICK COUNTY, AT CULVERT
 HF0481'206 A, IN THE SOUTHWEST HEADWALL OF A DOUBLE METAL PIPE CULVERT,
 HF0481'IN THE NORTHWEST END OF THE HEADWALL.  A RAILROAD SPIKE SET IN
 HF0481'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0382 ***********************************************************************
 HE0382  DESIGNATION -  21
 HE0382  PID         -  HE0382
 HE0382  STATE/COUNTY-  KS/NEOSHO
 HE0382  USGS QUAD   -  ERIE (1973)
 HE0382
 HE0382                         *CURRENT SURVEY CONTROL
 HE0382  ___________________________________________________________________
 HE0382* NAD 83(1986)-  37 35 18.     (N)    095 07 44.     (W)     SCALED    
 HE0382* NAVD 88     -       275.269  (meters)     903.11   (feet)  ADJUSTED  
 HE0382  ___________________________________________________________________
 HE0382  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HE0382  DYNAMIC HT  -         275.055 (meters)     902.41  (feet)  COMP
 HE0382  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 HE0382
 HE0382  VERT ORDER  -  SECOND    CLASS 0
 HE0382
 HE0382.The horizontal coordinates were scaled from a topographic map and have
 HE0382.an estimated accuracy of +/- 6 seconds.
 HE0382
 HE0382.The orthometric height was determined by differential leveling
 HE0382.and adjusted by the National Geodetic Survey in June 1991..
 HE0382
 HE0382.The geoid height was determined by GEOID03.
 HE0382
 HE0382.The dynamic height is computed by dividing the NAVD 88
 HE0382.geopotential number by the normal gravity value computed on the
 HE0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0382.degrees latitude (g = 980.6199 gals.).
 HE0382
 HE0382.The modeled gravity was interpolated from observed gravity values.
 HE0382
 HE0382;                    North         East    Units  Estimated Accuracy
 HE0382;SPC KS S     -   507,670.      697,660.      MT  (+/- 180 meters Scaled)
 HE0382
 HE0382                          SUPERSEDED SURVEY CONTROL
 HE0382
 HE0382  NGVD 29 (??/??/92)  275.145  (m)          902.70   (f) ADJ UNCH    2 0
 HE0382
 HE0382.Superseded values are not recommended for survey control.
 HE0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0382.See file dsdata.txt to determine how the superseded data were derived.
 HE0382
 HE0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB120622(NAD 83)
 HE0382_MARKER: B = BOLT
 HE0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0382+STABILITY: SURFACE MOTION
 HE0382
 HE0382  HISTORY     - Date     Condition        Report By
 HE0382  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0382  HISTORY     - 1934     GOOD             NGS
 HE0382  HISTORY     - 1964     GOOD             NGS
 HE0382
 HE0382                          STATION DESCRIPTION
 HE0382
 HE0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0382'3 MI E FROM TRENT.
 HE0382'3.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0382'FROM THE STATION AT TRENT, NEOSHO COUNTY, AT MILEPOST 21, 48
 HE0382'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 1 FOOT FROM
 HE0382'THE FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
 HE0382
 HE0382                          STATION RECOVERY (1964)
 HE0382
 HE0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1287 ***********************************************************************
 HF1287  DESIGNATION -  21 B
 HF1287  PID         -  HF1287
 HF1287  STATE/COUNTY-  KS/COWLEY
 HF1287  USGS QUAD   -  AKRON (1965)
 HF1287
 HF1287                         *CURRENT SURVEY CONTROL
 HF1287  ___________________________________________________________________
 HF1287* NAD 83(1997)-  37 15 35.07682(N)    097 06 50.55589(W)     ADJUSTED  
 HF1287* NAVD 88     -       358.88   (+/-2cm)    1177.4    (feet)  VERTCON   
 HF1287  ___________________________________________________________________
 HF1287  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 HF1287  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 HF1287
 HF1287  HORZ ORDER  -  SECOND
 HF1287  VERT ORDER  -  THIRD ? (See Below)
 HF1287
 HF1287.The horizontal coordinates were established by classical geodetic methods
 HF1287.and adjusted by the National Geodetic Survey in October 1998..
 HF1287
 HF1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1287.The vertical order pertains to the NGVD 29 superseded value.
 HF1287
 HF1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1287
 HF1287.The geoid height was determined by GEOID03.
 HF1287
 HF1287;                    North         East     Units Scale Factor Converg.
 HF1287;SPC KS S     -   466,736.778   522,941.059   MT  1.00000137   +0 51 06.2
 HF1287;UTM  14      - 4,125,353.964   667,240.628   MT  0.99994455   +1 08 31.5
 HF1287
 HF1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1287!SPC KS S     -   0.99994822  x   1.00000137  =   0.99994959
 HF1287!UTM  14      -   0.99994822  x   0.99994455  =   0.99989278
 HF1287
 HF1287                          SUPERSEDED SURVEY CONTROL
 HF1287
 HF1287  NAD 83(1997)-  37 15 35.07934(N)    097 06 50.55078(W) AD(       ) 2
 HF1287  NAD 83(1986)-  37 15 35.08835(N)    097 06 50.54768(W) AD(       ) 2
 HF1287  NAD 27      -  37 15 35.00339(N)    097 06 49.40415(W) AD(       ) 2
 HF1287  NGVD 29 (07/19/86)  358.76   (m)         1177.0    (f) LEVELING    3  
 HF1287
 HF1287.Superseded values are not recommended for survey control.
 HF1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1287.See file dsdata.txt to determine how the superseded data were derived.
 HF1287
 HF1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6724125354(NAD 83)
 HF1287_MARKER: DS = TRIANGULATION STATION DISK
 HF1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1287
 HF1287  HISTORY     - Date     Condition        Report By
 HF1287  HISTORY     - 1957     MONUMENTED       CGS
 HF1287
 HF1287                          STATION DESCRIPTION
 HF1287
 HF1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1287'THE STATION IS LOCATED ABOUT 3 MILES EAST SOUTHEAST OF OXFORD
 HF1287'ON THE EAST SIDE OF COUNTY ROUTE 3.
 HF1287'
 HF1287'THE MARK IS A STANDARD BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY
 HF1287'STAMPED 21B 1942 SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 HF1287'MONUMENT PROJECTING ABOUT 6 INCHES.  IT IS (34.244) METERS,
 HF1287'112.350 FEET NORTH OF TRIANGULATION STATION KELLOGG.  THE
 HF1287'CENTER OF THE DISK WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0702 ***********************************************************************
 JF0702  DESIGNATION -  21+120
 JF0702  PID         -  JF0702
 JF0702  STATE/COUNTY-  KS/MARION
 JF0702  USGS QUAD   -  HILLSBORO (1985)
 JF0702
 JF0702                         *CURRENT SURVEY CONTROL
 JF0702  ___________________________________________________________________
 JF0702* NAD 83(1986)-  38 21 18.     (N)    097 13 00.     (W)     SCALED    
 JF0702* NAVD 88     -       437.832  (meters)    1436.45   (feet)  ADJUSTED  
 JF0702  ___________________________________________________________________
 JF0702  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 JF0702  DYNAMIC HT  -         437.504 (meters)    1435.38  (feet)  COMP
 JF0702  MODELED GRAV-     979,866.6   (mgal)                       NAVD 88
 JF0702
 JF0702  VERT ORDER  -  SECOND    CLASS 0
 JF0702
 JF0702.The horizontal coordinates were scaled from a topographic map and have
 JF0702.an estimated accuracy of +/- 6 seconds.
 JF0702
 JF0702.The orthometric height was determined by differential leveling
 JF0702.and adjusted by the National Geodetic Survey in June 1991..
 JF0702
 JF0702.The geoid height was determined by GEOID03.
 JF0702
 JF0702.The dynamic height is computed by dividing the NAVD 88
 JF0702.geopotential number by the normal gravity value computed on the
 JF0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0702.degrees latitude (g = 980.6199 gals.).
 JF0702
 JF0702.The modeled gravity was interpolated from observed gravity values.
 JF0702
 JF0702;                    North         East    Units  Estimated Accuracy
 JF0702;SPC KS S     -   588,160.      512,170.      MT  (+/- 180 meters Scaled)
 JF0702
 JF0702                          SUPERSEDED SURVEY CONTROL
 JF0702
 JF0702  NGVD 29 (??/??/92)  437.663  (m)         1435.90   (f) ADJ UNCH    2 0
 JF0702
 JF0702.Superseded values are not recommended for survey control.
 JF0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0702.See file dsdata.txt to determine how the superseded data were derived.
 JF0702
 JF0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH558467(NAD 83)
 JF0702_MARKER: B = BOLT
 JF0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0702+STABILITY: SURFACE MOTION
 JF0702
 JF0702  HISTORY     - Date     Condition        Report By
 JF0702  HISTORY     - UNK      MONUMENTED       CGS
 JF0702  HISTORY     - 1934     GOOD             NGS
 JF0702
 JF0702                          STATION DESCRIPTION
 JF0702
 JF0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0702'0.7 MI W FROM HILLSBORO.
 JF0702'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  120 FT.
 JF0702'WEST OF MILE POST 21 48 FT. R. OR NORTH OF THE CENTER LINE OF
 JF0702'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0697 ***********************************************************************
 KE0697  DESIGNATION -  22
 KE0697  PID         -  KE0697
 KE0697  STATE/COUNTY-  KS/JEFFERSON
 KE0697  USGS QUAD   -  HALF MOUND (1979)
 KE0697
 KE0697                         *CURRENT SURVEY CONTROL
 KE0697  ___________________________________________________________________
 KE0697* NAD 83(1986)-  39 23 23.     (N)    095 24 55.     (W)     SCALED    
 KE0697* NAVD 88     -       291.579  (meters)     956.62   (feet)  ADJUSTED  
 KE0697  ___________________________________________________________________
 KE0697  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 KE0697  DYNAMIC HT  -         291.394 (meters)     956.02  (feet)  COMP
 KE0697  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 KE0697
 KE0697  VERT ORDER  -  SECOND    CLASS 0
 KE0697
 KE0697.The horizontal coordinates were scaled from a topographic map and have
 KE0697.an estimated accuracy of +/- 6 seconds.
 KE0697
 KE0697.The orthometric height was determined by differential leveling
 KE0697.and adjusted by the National Geodetic Survey in June 1991..
 KE0697
 KE0697.The geoid height was determined by GEOID03.
 KE0697
 KE0697.The dynamic height is computed by dividing the NAVD 88
 KE0697.geopotential number by the normal gravity value computed on the
 KE0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0697.degrees latitude (g = 980.6199 gals.).
 KE0697
 KE0697.The modeled gravity was interpolated from observed gravity values.
 KE0697
 KE0697;                    North         East    Units  Estimated Accuracy
 KE0697;SPC KS N     -   120,450.      622,630.      MT  (+/- 180 meters Scaled)
 KE0697
 KE0697                          SUPERSEDED SURVEY CONTROL
 KE0697
 KE0697  NGVD 29 (??/??/92)  291.473  (m)          956.27   (f) ADJ UNCH    2 0
 KE0697
 KE0697.Superseded values are not recommended for survey control.
 KE0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0697.See file dsdata.txt to determine how the superseded data were derived.
 KE0697
 KE0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD919628(NAD 83)
 KE0697_MARKER: DD = SURVEY DISK
 KE0697_SETTING: 0 = UNSPECIFIED SETTING
 KE0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0697
 KE0697  HISTORY     - Date     Condition        Report By
 KE0697  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0697  HISTORY     - 1950     GOOD             NGS
 KE0697
 KE0697                          STATION DESCRIPTION
 KE0697
 KE0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0697'5.2 MI SW FROM NORTONVILLE.
 KE0697'5.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0697'RAILWAY FROM THE STATION AT NORTONVILLE, JEFFERSON COUNTY,
 KE0697'4.0 MILES NORTHEAST OF THE STATION AT VALLEY FALLS, OPPOSITE
 KE0697'MILEPOST 22, AND 6 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 KE0697'THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY IN THE
 KE0697'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0396 ***********************************************************************
 JF0396  DESIGNATION -  22+00
 JF0396  PID         -  JF0396
 JF0396  STATE/COUNTY-  KS/MORRIS
 JF0396  USGS QUAD   -  LOST SPRINGS (1972)
 JF0396
 JF0396                         *CURRENT SURVEY CONTROL
 JF0396  ___________________________________________________________________
 JF0396* NAD 83(1986)-  38 34 03.     (N)    096 53 52.     (W)     SCALED    
 JF0396* NAVD 88     -       456.183  (meters)    1496.66   (feet)  ADJUSTED  
 JF0396  ___________________________________________________________________
 JF0396  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 JF0396  DYNAMIC HT  -         455.854 (meters)    1495.58  (feet)  COMP
 JF0396  MODELED GRAV-     979,892.3   (mgal)                       NAVD 88
 JF0396
 JF0396  VERT ORDER  -  SECOND    CLASS 0
 JF0396
 JF0396.The horizontal coordinates were scaled from a topographic map and have
 JF0396.an estimated accuracy of +/- 6 seconds.
 JF0396
 JF0396.The orthometric height was determined by differential leveling
 JF0396.and adjusted by the National Geodetic Survey in June 1991..
 JF0396
 JF0396.The geoid height was determined by GEOID03.
 JF0396
 JF0396.The dynamic height is computed by dividing the NAVD 88
 JF0396.geopotential number by the normal gravity value computed on the
 JF0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0396.degrees latitude (g = 980.6199 gals.).
 JF0396
 JF0396.The modeled gravity was interpolated from observed gravity values.
 JF0396
 JF0396;                    North         East    Units  Estimated Accuracy
 JF0396;SPC KS N     -    26,580.      496,060.      MT  (+/- 180 meters Scaled)
 JF0396
 JF0396                          SUPERSEDED SURVEY CONTROL
 JF0396
 JF0396  NGVD 29 (??/??/92)  456.014  (m)         1496.11   (f) ADJ UNCH    2 0
 JF0396
 JF0396.Superseded values are not recommended for survey control.
 JF0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0396.See file dsdata.txt to determine how the superseded data were derived.
 JF0396
 JF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH831708(NAD 83)
 JF0396_MARKER: B = BOLT
 JF0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0396+STABILITY: SURFACE MOTION
 JF0396
 JF0396  HISTORY     - Date     Condition        Report By
 JF0396  HISTORY     - UNK      MONUMENTED       CGS
 JF0396  HISTORY     - 1934     GOOD             NGS
 JF0396  HISTORY     - 1968     POOR             NGS
 JF0396
 JF0396                          STATION DESCRIPTION
 JF0396
 JF0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0396'2.8 MI W FROM BURDICK.
 JF0396'2.8 MILES WEST BY RAIL ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0396'R.R. CO. 25 FT. NORTH OF CENTER LINE TRACK OPPOSITE MILE POST
 JF0396'22 + 00.  NOTE-- CONCRETE POST IS LEANING.
 JF0396
 JF0396                          STATION RECOVERY (1968)
 JF0396
 JF0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0396'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0700 ***********************************************************************
 JF0700  DESIGNATION -  22+1440
 JF0700  PID         -  JF0700
 JF0700  STATE/COUNTY-  KS/MARION
 JF0700  USGS QUAD   -  HILLSBORO (1985)
 JF0700
 JF0700                         *CURRENT SURVEY CONTROL
 JF0700  ___________________________________________________________________
 JF0700* NAD 83(1986)-  38 21 26.     (N)    097 14 23.     (W)     SCALED    
 JF0700* NAVD 88     -       446.795  (meters)    1465.86   (feet)  ADJUSTED  
 JF0700  ___________________________________________________________________
 JF0700  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 JF0700  DYNAMIC HT  -         446.459 (meters)    1464.76  (feet)  COMP
 JF0700  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 JF0700
 JF0700  VERT ORDER  -  SECOND    CLASS 0
 JF0700
 JF0700.The horizontal coordinates were scaled from a topographic map and have
 JF0700.an estimated accuracy of +/- 6 seconds.
 JF0700
 JF0700.The orthometric height was determined by differential leveling
 JF0700.and adjusted by the National Geodetic Survey in June 1991..
 JF0700
 JF0700.The geoid height was determined by GEOID03.
 JF0700
 JF0700.The dynamic height is computed by dividing the NAVD 88
 JF0700.geopotential number by the normal gravity value computed on the
 JF0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0700.degrees latitude (g = 980.6199 gals.).
 JF0700
 JF0700.The modeled gravity was interpolated from observed gravity values.
 JF0700
 JF0700;                    North         East    Units  Estimated Accuracy
 JF0700;SPC KS S     -   588,370.      510,150.      MT  (+/- 180 meters Scaled)
 JF0700
 JF0700                          SUPERSEDED SURVEY CONTROL
 JF0700
 JF0700  NGVD 29 (??/??/92)  446.623  (m)         1465.30   (f) ADJ UNCH    2 0
 JF0700
 JF0700.Superseded values are not recommended for survey control.
 JF0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0700.See file dsdata.txt to determine how the superseded data were derived.
 JF0700
 JF0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH538469(NAD 83)
 JF0700_MARKER: B = BOLT
 JF0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0700+STABILITY: SURFACE MOTION
 JF0700
 JF0700  HISTORY     - Date     Condition        Report By
 JF0700  HISTORY     - UNK      MONUMENTED       CGS
 JF0700  HISTORY     - 1934     GOOD             NGS
 JF0700
 JF0700                          STATION DESCRIPTION
 JF0700
 JF0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0700'2 MI W FROM HILLSBORO.
 JF0700'2.0 MILES WEST BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA FE
 JF0700'R.R. CO. 1440 FT. WEST OF MILE POST 22.  49 FT. R OR NORTH OF
 JF0700'THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0580 ***********************************************************************
 HE0580  DESIGNATION -  23
 HE0580  PID         -  HE0580
 HE0580  STATE/COUNTY-  KS/GREENWOOD
 HE0580  USGS QUAD   -  TORONTO (1969)
 HE0580
 HE0580                         *CURRENT SURVEY CONTROL
 HE0580  ___________________________________________________________________
 HE0580* NAD 83(1986)-  37 52 23.     (N)    095 59 34.     (W)     SCALED    
 HE0580* NAVD 88     -       285.345  (meters)     936.17   (feet)  ADJUSTED  
 HE0580  ___________________________________________________________________
 HE0580  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HE0580  DYNAMIC HT  -         285.127 (meters)     935.45  (feet)  COMP
 HE0580  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 HE0580
 HE0580  VERT ORDER  -  FIRST     CLASS II
 HE0580
 HE0580.The horizontal coordinates were scaled from a topographic map and have
 HE0580.an estimated accuracy of +/- 6 seconds.
 HE0580
 HE0580.The orthometric height was determined by differential leveling
 HE0580.and adjusted by the National Geodetic Survey in June 1991..
 HE0580
 HE0580.The geoid height was determined by GEOID03.
 HE0580
 HE0580.The dynamic height is computed by dividing the NAVD 88
 HE0580.geopotential number by the normal gravity value computed on the
 HE0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0580.degrees latitude (g = 980.6199 gals.).
 HE0580
 HE0580.The modeled gravity was interpolated from observed gravity values.
 HE0580
 HE0580;                    North         East    Units  Estimated Accuracy
 HE0580;SPC KS S     -   536,860.      620,550.      MT  (+/- 180 meters Scaled)
 HE0580
 HE0580                          SUPERSEDED SURVEY CONTROL
 HE0580
 HE0580  NGVD 29 (??/??/92)  285.203  (m)          935.70   (f) ADJ UNCH    1 2
 HE0580
 HE0580.Superseded values are not recommended for survey control.
 HE0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0580.See file dsdata.txt to determine how the superseded data were derived.
 HE0580
 HE0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB367959(NAD 83)
 HE0580_MARKER: B = BOLT
 HE0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0580+STABILITY: SURFACE MOTION
 HE0580
 HE0580  HISTORY     - Date     Condition        Report By
 HE0580  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0580  HISTORY     - 1934     GOOD             NGS
 HE0580
 HE0580                          STATION DESCRIPTION
 HE0580
 HE0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0580'0.7 MI S FROM QUINCY.
 HE0580'0.7 MILE SOUTH ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON,
 HE0580'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT QUINCY, GREENWOOD
 HE0580'COUNTY, AND 49 FEET WEST OF THE CENTERLINE OF THE OLD ROADBED.
 HE0580'AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 HE0580'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0699 ***********************************************************************
 KE0699  DESIGNATION -  23
 KE0699  PID         -  KE0699
 KE0699  STATE/COUNTY-  KS/JEFFERSON
 KE0699  USGS QUAD   -  HALF MOUND (1979)
 KE0699
 KE0699                         *CURRENT SURVEY CONTROL
 KE0699  ___________________________________________________________________
 KE0699* NAD 83(1986)-  39 23 09.     (N)    095 26 01.     (W)     SCALED    
 KE0699* NAVD 88     -       288.339  (meters)     945.99   (feet)  ADJUSTED  
 KE0699  ___________________________________________________________________
 KE0699  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KE0699  DYNAMIC HT  -         288.156 (meters)     945.39  (feet)  COMP
 KE0699  MODELED GRAV-     979,986.6   (mgal)                       NAVD 88
 KE0699
 KE0699  VERT ORDER  -  SECOND    CLASS 0
 KE0699
 KE0699.The horizontal coordinates were scaled from a topographic map and have
 KE0699.an estimated accuracy of +/- 6 seconds.
 KE0699
 KE0699.The orthometric height was determined by differential leveling
 KE0699.and adjusted by the National Geodetic Survey in June 1991..
 KE0699
 KE0699.The geoid height was determined by GEOID03.
 KE0699
 KE0699.The dynamic height is computed by dividing the NAVD 88
 KE0699.geopotential number by the normal gravity value computed on the
 KE0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0699.degrees latitude (g = 980.6199 gals.).
 KE0699
 KE0699.The modeled gravity was interpolated from observed gravity values.
 KE0699
 KE0699;                    North         East    Units  Estimated Accuracy
 KE0699;SPC KS N     -   119,970.      621,070.      MT  (+/- 180 meters Scaled)
 KE0699
 KE0699                          SUPERSEDED SURVEY CONTROL
 KE0699
 KE0699  NGVD 29 (??/??/92)  288.235  (m)          945.65   (f) ADJ UNCH    2 0
 KE0699
 KE0699.Superseded values are not recommended for survey control.
 KE0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0699.See file dsdata.txt to determine how the superseded data were derived.
 KE0699
 KE0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD904624(NAD 83)
 KE0699_MARKER: DD = SURVEY DISK
 KE0699_SETTING: 0 = UNSPECIFIED SETTING
 KE0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0699
 KE0699  HISTORY     - Date     Condition        Report By
 KE0699  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0699  HISTORY     - 1950     GOOD             NGS
 KE0699
 KE0699                          STATION DESCRIPTION
 KE0699
 KE0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0699'3.0 MI NE FROM VALLEY FALLS.
 KE0699'3.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0699'RAILWAY FROM THE STATION AT VALLEY FALLS, JEFFERSON COUNTY,
 KE0699'OPPOSITE MILEPOST 23, AND 6 FEET NORTHWEST OF THE CENTERLINE
 KE0699'OF THE TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET
 KE0699'VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0379 ***********************************************************************
 HE0379  DESIGNATION -  23 A
 HE0379  PID         -  HE0379
 HE0379  STATE/COUNTY-  KS/NEOSHO
 HE0379  USGS QUAD   -  WALNUT (1973)
 HE0379
 HE0379                         *CURRENT SURVEY CONTROL
 HE0379  ___________________________________________________________________
 HE0379* NAD 83(1986)-  37 36 35.     (N)    095 05 47.     (W)     SCALED    
 HE0379* NAVD 88     -       285.868  (meters)     937.89   (feet)  ADJUSTED  
 HE0379  ___________________________________________________________________
 HE0379  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HE0379  DYNAMIC HT  -         285.646 (meters)     937.16  (feet)  COMP
 HE0379  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 HE0379
 HE0379  VERT ORDER  -  SECOND    CLASS 0
 HE0379
 HE0379.The horizontal coordinates were scaled from a topographic map and have
 HE0379.an estimated accuracy of +/- 6 seconds.
 HE0379
 HE0379.The orthometric height was determined by differential leveling
 HE0379.and adjusted by the National Geodetic Survey in June 1991..
 HE0379
 HE0379.The geoid height was determined by GEOID03.
 HE0379
 HE0379.The dynamic height is computed by dividing the NAVD 88
 HE0379.geopotential number by the normal gravity value computed on the
 HE0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0379.degrees latitude (g = 980.6199 gals.).
 HE0379
 HE0379.The modeled gravity was interpolated from observed gravity values.
 HE0379
 HE0379;                    North         East    Units  Estimated Accuracy
 HE0379;SPC KS S     -   510,150.      700,440.      MT  (+/- 180 meters Scaled)
 HE0379
 HE0379                          SUPERSEDED SURVEY CONTROL
 HE0379
 HE0379  NGVD 29 (??/??/92)  285.744  (m)          937.48   (f) ADJ UNCH    2 0
 HE0379
 HE0379.Superseded values are not recommended for survey control.
 HE0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0379.See file dsdata.txt to determine how the superseded data were derived.
 HE0379
 HE0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB149645(NAD 83)
 HE0379_MARKER: X = CHISELED CROSS
 HE0379_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0379_SP_SET: BRIDGE
 HE0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0379
 HE0379  HISTORY     - Date     Condition        Report By
 HE0379  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0379  HISTORY     - 1934     GOOD             NGS
 HE0379  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0379
 HE0379                          STATION DESCRIPTION
 HE0379
 HE0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0379'5.3 MI E FROM TRENT.
 HE0379'5.3 MILES EAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 HE0379'FROM THE STATION AT TRENT, NEOSHO COUNTY AT BRIDGE 23 A,
 HE0379'ON THE TOP OF THE WEST END OF THE CONCRETE HEADWALL, 11 FEET
 HE0379'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER
 HE0379'THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
 HE0379
 HE0379                          STATION RECOVERY (1964)
 HE0379
 HE0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0376 ***********************************************************************
 HE0376  DESIGNATION -  23 C
 HE0376  PID         -  HE0376
 HE0376  STATE/COUNTY-  KS/CRAWFORD
 HE0376  USGS QUAD   -  WALNUT (1973)
 HE0376
 HE0376                         *CURRENT SURVEY CONTROL
 HE0376  ___________________________________________________________________
 HE0376* NAD 83(1986)-  37 36 27.     (N)    095 05 09.     (W)     SCALED    
 HE0376* NAVD 88     -       281.329  (meters)     922.99   (feet)  ADJUSTED  
 HE0376  ___________________________________________________________________
 HE0376  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HE0376  DYNAMIC HT  -         281.111 (meters)     922.28  (feet)  COMP
 HE0376  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 HE0376
 HE0376  VERT ORDER  -  SECOND    CLASS 0
 HE0376
 HE0376.The horizontal coordinates were scaled from a topographic map and have
 HE0376.an estimated accuracy of +/- 6 seconds.
 HE0376
 HE0376.The orthometric height was determined by differential leveling
 HE0376.and adjusted by the National Geodetic Survey in June 1991..
 HE0376
 HE0376.The geoid height was determined by GEOID03.
 HE0376
 HE0376.The dynamic height is computed by dividing the NAVD 88
 HE0376.geopotential number by the normal gravity value computed on the
 HE0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0376.degrees latitude (g = 980.6199 gals.).
 HE0376
 HE0376.The modeled gravity was interpolated from observed gravity values.
 HE0376
 HE0376;                    North         East    Units  Estimated Accuracy
 HE0376;SPC KS S     -   509,940.      701,380.      MT  (+/- 180 meters Scaled)
 HE0376
 HE0376                          SUPERSEDED SURVEY CONTROL
 HE0376
 HE0376  NGVD 29 (??/??/92)  281.206  (m)          922.59   (f) ADJ UNCH    2 0
 HE0376
 HE0376.Superseded values are not recommended for survey control.
 HE0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0376.See file dsdata.txt to determine how the superseded data were derived.
 HE0376
 HE0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB158643(NAD 83)
 HE0376_MARKER: X = CHISELED CROSS
 HE0376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0376_SP_SET: BRIDGE
 HE0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0376
 HE0376  HISTORY     - Date     Condition        Report By
 HE0376  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0376  HISTORY     - 1934     GOOD             NGS
 HE0376  HISTORY     - 1964     GOOD             NGS
 HE0376
 HE0376                          STATION DESCRIPTION
 HE0376
 HE0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0376'0.9 MI W FROM WALNUT.
 HE0376'0.9 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0376'FROM THE STATION AT WALNUT, CRAWFORD COUNTY, AT BRIDGE 23 C,
 HE0376'ON THE TOP OF THE WEST END OF THE STONE HEADWALL, 11 FEET SOUTH
 HE0376'OF THE CENTER LINE OF THE TRACK, AND ABOUT 1/2 FOOT LOWER THAN
 HE0376'THE TRACK.  A CHISELED CIRCLE AND CROSS.
 HE0376
 HE0376                          STATION RECOVERY (1964)
 HE0376
 HE0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0397 ***********************************************************************
 JF0397  DESIGNATION -  23+00
 JF0397  PID         -  JF0397
 JF0397  STATE/COUNTY-  KS/MORRIS
 JF0397  USGS QUAD   -  LOST SPRINGS (1972)
 JF0397
 JF0397                         *CURRENT SURVEY CONTROL
 JF0397  ___________________________________________________________________
 JF0397* NAD 83(1986)-  38 34 00.     (N)    096 54 58.     (W)     SCALED    
 JF0397* NAVD 88     -       450.591  (meters)    1478.31   (feet)  ADJUSTED  
 JF0397  ___________________________________________________________________
 JF0397  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 JF0397  DYNAMIC HT  -         450.265 (meters)    1477.24  (feet)  COMP
 JF0397  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 JF0397
 JF0397  VERT ORDER  -  SECOND    CLASS 0
 JF0397
 JF0397.The horizontal coordinates were scaled from a topographic map and have
 JF0397.an estimated accuracy of +/- 6 seconds.
 JF0397
 JF0397.The orthometric height was determined by differential leveling
 JF0397.and adjusted by the National Geodetic Survey in June 1991..
 JF0397
 JF0397.The geoid height was determined by GEOID03.
 JF0397
 JF0397.The dynamic height is computed by dividing the NAVD 88
 JF0397.geopotential number by the normal gravity value computed on the
 JF0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0397.degrees latitude (g = 980.6199 gals.).
 JF0397
 JF0397.The modeled gravity was interpolated from observed gravity values.
 JF0397
 JF0397;                    North         East    Units  Estimated Accuracy
 JF0397;SPC KS N     -    26,470.      494,460.      MT  (+/- 180 meters Scaled)
 JF0397
 JF0397                          SUPERSEDED SURVEY CONTROL
 JF0397
 JF0397  NGVD 29 (??/??/92)  450.423  (m)         1477.76   (f) ADJ UNCH    2 0
 JF0397
 JF0397.Superseded values are not recommended for survey control.
 JF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0397.See file dsdata.txt to determine how the superseded data were derived.
 JF0397
 JF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH815707(NAD 83)
 JF0397_MARKER: B = BOLT
 JF0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0397+STABILITY: SURFACE MOTION
 JF0397
 JF0397  HISTORY     - Date     Condition        Report By
 JF0397  HISTORY     - UNK      MONUMENTED       CGS
 JF0397  HISTORY     - 1934     GOOD             NGS
 JF0397  HISTORY     - 1968     GOOD             NGS
 JF0397
 JF0397                          STATION DESCRIPTION
 JF0397
 JF0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0397'2.8 MI E FROM LOST SPRINGS.
 JF0397'2.8 MILES EAST BY RAIL ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0397'R.R. CO. 50 FT. NORTH OF CENTER-LINE OF TRACK OPPOSITE MILE
 JF0397'POST 23 + 00.
 JF0397
 JF0397                          STATION RECOVERY (1968)
 JF0397
 JF0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0185 ***********************************************************************
 JF0185  DESIGNATION -  23+200
 JF0185  PID         -  JF0185
 JF0185  STATE/COUNTY-  KS/GREENWOOD
 JF0185  USGS QUAD   -  LAMONT (1967)
 JF0185
 JF0185                         *CURRENT SURVEY CONTROL
 JF0185  ___________________________________________________________________
 JF0185* NAD 83(1986)-  38 05 44.     (N)    096 06 33.     (W)     SCALED    
 JF0185* NAVD 88     -       333.550  (meters)    1094.32   (feet)  ADJUSTED  
 JF0185  ___________________________________________________________________
 JF0185  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JF0185  DYNAMIC HT  -         333.303 (meters)    1093.51  (feet)  COMP
 JF0185  MODELED GRAV-     979,877.9   (mgal)                       NAVD 88
 JF0185
 JF0185  VERT ORDER  -  SECOND    CLASS 0
 JF0185
 JF0185.The horizontal coordinates were scaled from a topographic map and have
 JF0185.an estimated accuracy of +/- 6 seconds.
 JF0185
 JF0185.The orthometric height was determined by differential leveling
 JF0185.and adjusted by the National Geodetic Survey in June 1991..
 JF0185
 JF0185.The geoid height was determined by GEOID03.
 JF0185
 JF0185.The dynamic height is computed by dividing the NAVD 88
 JF0185.geopotential number by the normal gravity value computed on the
 JF0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0185.degrees latitude (g = 980.6199 gals.).
 JF0185
 JF0185.The modeled gravity was interpolated from observed gravity values.
 JF0185
 JF0185;                    North         East    Units  Estimated Accuracy
 JF0185;SPC KS S     -   561,270.      609,690.      MT  (+/- 180 meters Scaled)
 JF0185
 JF0185                          SUPERSEDED SURVEY CONTROL
 JF0185
 JF0185  NGVD 29 (??/??/92)  333.413  (m)         1093.87   (f) ADJ UNCH    2 0
 JF0185
 JF0185.Superseded values are not recommended for survey control.
 JF0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0185.See file dsdata.txt to determine how the superseded data were derived.
 JF0185
 JF0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH535203(NAD 83)
 JF0185_MARKER: B = BOLT
 JF0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0185+STABILITY: SURFACE MOTION
 JF0185
 JF0185  HISTORY     - Date     Condition        Report By
 JF0185  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0185  HISTORY     - 1933     GOOD             NGS
 JF0185  HISTORY     - 1965     MARK NOT FOUND   USGS
 JF0185  HISTORY     - 1976     MARK NOT FOUND   NGS
 JF0185
 JF0185                          STATION DESCRIPTION
 JF0185
 JF0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JF0185'AT MADISON JUNCTION.
 JF0185'AT MADISON JUNCTION, GREENWOOD COUNTY, ON THE HOWARD BRANCH OF THE
 JF0185'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 200 FEET SOUTH OF MILEPOST
 JF0185'23, AND 46 FEET WEST OF THE CENTERLINE OF THE TRACK.  A BOLT,
 JF0185'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 JF0185'GROUND.
 JF0185
 JF0185                          STATION RECOVERY (1965)
 JF0185
 JF0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JF0185'MARK NOT FOUND.
 JF0185
 JF0185                          STATION RECOVERY (1976)
 JF0185
 JF0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0213 ***********************************************************************
 KE0213  DESIGNATION -  237
 KE0213  PID         -  KE0213
 KE0213  STATE/COUNTY-  KS/WYANDOTTE
 KE0213  USGS QUAD   -  PARKVILLE (1991)
 KE0213
 KE0213                         *CURRENT SURVEY CONTROL
 KE0213  ___________________________________________________________________
 KE0213* NAD 83(1986)-  39 09 00.     (N)    094 38 24.     (W)     SCALED    
 KE0213* NAVD 88     -       229.264  (meters)     752.18   (feet)  ADJUSTED  
 KE0213  ___________________________________________________________________
 KE0213  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE0213  DYNAMIC HT  -         229.117 (meters)     751.69  (feet)  COMP
 KE0213  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 KE0213
 KE0213  VERT ORDER  -  FIRST     CLASS II
 KE0213
 KE0213.The horizontal coordinates were scaled from a topographic map and have
 KE0213.an estimated accuracy of +/- 6 seconds.
 KE0213
 KE0213.The orthometric height was determined by differential leveling
 KE0213.and adjusted by the National Geodetic Survey in June 1991..
 KE0213
 KE0213.The geoid height was determined by GEOID03.
 KE0213
 KE0213.The dynamic height is computed by dividing the NAVD 88
 KE0213.geopotential number by the normal gravity value computed on the
 KE0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0213.degrees latitude (g = 980.6199 gals.).
 KE0213
 KE0213.The modeled gravity was interpolated from observed gravity values.
 KE0213
 KE0213;                    North         East    Units  Estimated Accuracy
 KE0213;SPC KS N     -    96,050.      690,370.      MT  (+/- 180 meters Scaled)
 KE0213
 KE0213                          SUPERSEDED SURVEY CONTROL
 KE0213
 KE0213  NGVD 29 (??/??/92)  229.181  (m)          751.90   (f) ADJ UNCH    1 2
 KE0213
 KE0213.Superseded values are not recommended for survey control.
 KE0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0213.See file dsdata.txt to determine how the superseded data were derived.
 KE0213
 KE0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD582347(NAD 83)
 KE0213_MARKER: B = BOLT
 KE0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0213_SP_SET: FOUNDATION
 KE0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0213
 KE0213  HISTORY     - Date     Condition        Report By
 KE0213  HISTORY     - UNK      MONUMENTED       MORC
 KE0213  HISTORY     - 1948     GOOD             NGS
 KE0213  HISTORY     - 1951     GOOD             NGS
 KE0213
 KE0213                          STATION DESCRIPTION
 KE0213
 KE0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0213'AT KANSAS CITY.
 KE0213'AT KANSAS CITY, AT THE KANSAS CITY (KANSAS) WATER WORKS (QUINDARO
 KE0213'STATION), AT THE OLD MISSOURI PUMP HOUSE (NOW USED AS A STORAGE)
 KE0213'WHICH IS THE FIRST BRICK BUILDING NORTH OF THE LARGE 5-STORY MAIN
 KE0213'POWER HOUSE, 13.9 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 KE0213'1.7 FEET BELOW THE TOP OF THE STONE FOUNDATION, IN AN UNDERGROUND
 KE0213'ROOM, 1.5 FEET BELOW THE TOP OF THE CONCRETE COVER FOR THE
 KE0213'15-FOOT BY 8-FOOT CONCRETE LINED UNDERGROUND ROOM WHICH IS
 KE0213'IMMEDIATELY SOUTH OF THE SOUTH END OF THE BUILDING, 1.0 FOOT
 KE0213'NORTH OF AN 18-INCH BY 24-INCH IRON COVER FOR HOLE IN THE CONCRETE
 KE0213'COVER WHICH IS THE ENTRANCE TO THE UNDERGROUND ROOM, 0.7 FOOT
 KE0213'WEST OF THE NORTHEAST CORNER OF THE ROOM, A COPPER BOLT LEADED
 KE0213'HORIZONTALLY IN THE STONE FOUNDATION FOR THE BUILDING AND
 KE0213'SURROUNDED BY USBM CUT IN THE STONE.  NOTE-- 1948 REPORT ACCESS
 KE0213'TO THE MARK WITH A TAPE IS HAD THROUGH A 1 1/4-INCH HOLE DRILLED
 KE0213'THROUGH THE 8-INCH CONCRETE SLAB TOP OF THE ROOM.  HOLE WAS
 KE0213'DRILLED BY THIS PARTY IN 1948.
 KE0213
 KE0213                          STATION RECOVERY (1951)
 KE0213
 KE0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0701 ***********************************************************************
 KE0701  DESIGNATION -  24
 KE0701  PID         -  KE0701
 KE0701  STATE/COUNTY-  KS/JEFFERSON
 KE0701  USGS QUAD   -  VALLEY FALLS (1979)
 KE0701
 KE0701                         *CURRENT SURVEY CONTROL
 KE0701  ___________________________________________________________________
 KE0701* NAD 83(1986)-  39 22 26.     (N)    095 26 41.     (W)     SCALED    
 KE0701* NAVD 88     -       282.363  (meters)     926.39   (feet)  ADJUSTED  
 KE0701  ___________________________________________________________________
 KE0701  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KE0701  DYNAMIC HT  -         282.185 (meters)     925.80  (feet)  COMP
 KE0701  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 KE0701
 KE0701  VERT ORDER  -  SECOND    CLASS 0
 KE0701
 KE0701.The horizontal coordinates were scaled from a topographic map and have
 KE0701.an estimated accuracy of +/- 6 seconds.
 KE0701
 KE0701.The orthometric height was determined by differential leveling
 KE0701.and adjusted by the National Geodetic Survey in June 1991..
 KE0701
 KE0701.The geoid height was determined by GEOID03.
 KE0701
 KE0701.The dynamic height is computed by dividing the NAVD 88
 KE0701.geopotential number by the normal gravity value computed on the
 KE0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0701.degrees latitude (g = 980.6199 gals.).
 KE0701
 KE0701.The modeled gravity was interpolated from observed gravity values.
 KE0701
 KE0701;                    North         East    Units  Estimated Accuracy
 KE0701;SPC KS N     -   118,620.      620,150.      MT  (+/- 180 meters Scaled)
 KE0701
 KE0701                          SUPERSEDED SURVEY CONTROL
 KE0701
 KE0701  NGVD 29 (??/??/92)  282.260  (m)          926.05   (f) ADJ UNCH    2 0
 KE0701
 KE0701.Superseded values are not recommended for survey control.
 KE0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0701.See file dsdata.txt to determine how the superseded data were derived.
 KE0701
 KE0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD894611(NAD 83)
 KE0701_MARKER: DD = SURVEY DISK
 KE0701_SETTING: 0 = UNSPECIFIED SETTING
 KE0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0701
 KE0701  HISTORY     - Date     Condition        Report By
 KE0701  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0701  HISTORY     - 1950     GOOD             NGS
 KE0701
 KE0701                          STATION DESCRIPTION
 KE0701
 KE0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0701'2 MI NE FROM VALLEY FALLS.
 KE0701'2.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0701'RAILWAY FROM THE STATION AT VALLEY FALLS, JEFFERSON COUNTY,
 KE0701'OPPOSITE MILEPOST 24, AND 6 FEET NORTHWEST OF THE CENTERLINE
 KE0701'OF THE TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY
 KE0701'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0183 ***********************************************************************
 JF0183  DESIGNATION -  24
 JF0183  PID         -  JF0183
 JF0183  STATE/COUNTY-  KS/GREENWOOD
 JF0183  USGS QUAD   -  LAMONT (1967)
 JF0183
 JF0183                         *CURRENT SURVEY CONTROL
 JF0183  ___________________________________________________________________
 JF0183* NAD 83(1986)-  38 04 53.     (N)    096 06 22.     (W)     SCALED    
 JF0183* NAVD 88     -       336.666  (meters)    1104.55   (feet)  ADJUSTED  
 JF0183  ___________________________________________________________________
 JF0183  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JF0183  DYNAMIC HT  -         336.416 (meters)    1103.72  (feet)  COMP
 JF0183  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 JF0183
 JF0183  VERT ORDER  -  SECOND    CLASS 0
 JF0183
 JF0183.The horizontal coordinates were scaled from a topographic map and have
 JF0183.an estimated accuracy of +/- 6 seconds.
 JF0183
 JF0183.The orthometric height was determined by differential leveling
 JF0183.and adjusted by the National Geodetic Survey in June 1991..
 JF0183
 JF0183.The geoid height was determined by GEOID03.
 JF0183
 JF0183.The dynamic height is computed by dividing the NAVD 88
 JF0183.geopotential number by the normal gravity value computed on the
 JF0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0183.degrees latitude (g = 980.6199 gals.).
 JF0183
 JF0183.The modeled gravity was interpolated from observed gravity values.
 JF0183
 JF0183;                    North         East    Units  Estimated Accuracy
 JF0183;SPC KS S     -   559,710.      609,990.      MT  (+/- 180 meters Scaled)
 JF0183
 JF0183                          SUPERSEDED SURVEY CONTROL
 JF0183
 JF0183  NGVD 29 (??/??/92)  336.528  (m)         1104.09   (f) ADJ UNCH    2 0
 JF0183
 JF0183.Superseded values are not recommended for survey control.
 JF0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0183.See file dsdata.txt to determine how the superseded data were derived.
 JF0183
 JF0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH538188(NAD 83)
 JF0183_MARKER: B = BOLT
 JF0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0183+STABILITY: SURFACE MOTION
 JF0183
 JF0183  HISTORY     - Date     Condition        Report By
 JF0183  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0183  HISTORY     - 1933     GOOD             NGS
 JF0183  HISTORY     - 1965     POOR             USGS
 JF0183  HISTORY     - 1976     MARK NOT FOUND   NGS
 JF0183
 JF0183                          STATION DESCRIPTION
 JF0183
 JF0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JF0183'1 MI S FROM MADISON JUNCTION.
 JF0183'1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0183'FROM MADISON JUNCTION, GREENWOOD COUNTY, AT MILEPOST 24, AND
 JF0183'48 FEET EAST OF THE CENTERLINE OF THE TRACK.  A BOLT, SET IN
 JF0183'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 JF0183'NOTE-- MARK IS LEANING.
 JF0183
 JF0183                          STATION RECOVERY (1965)
 JF0183
 JF0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JF0183'MARK RECOVERED IN POOR CONDITION.
 JF0183
 JF0183                          STATION RECOVERY (1976)
 JF0183
 JF0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0201 ***********************************************************************
 KE0201  DESIGNATION -  243 BOLT
 KE0201  PID         -  KE0201
 KE0201  STATE/COUNTY-  KS/WYANDOTTE
 KE0201  USGS QUAD   -  WOLCOTT (1975)
 KE0201
 KE0201                         *CURRENT SURVEY CONTROL
 KE0201  ___________________________________________________________________
 KE0201* NAD 83(1986)-  39 10 10.     (N)    094 45 41.     (W)     SCALED    
 KE0201* NAVD 88     -       229.588  (meters)     753.24   (feet)  ADJUSTED  
 KE0201  ___________________________________________________________________
 KE0201  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE0201  DYNAMIC HT  -         229.439 (meters)     752.75  (feet)  COMP
 KE0201  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 KE0201
 KE0201  VERT ORDER  -  FIRST     CLASS II
 KE0201
 KE0201.The horizontal coordinates were scaled from a topographic map and have
 KE0201.an estimated accuracy of +/- 6 seconds.
 KE0201
 KE0201.The orthometric height was determined by differential leveling
 KE0201.and adjusted by the National Geodetic Survey in June 1991..
 KE0201
 KE0201.The geoid height was determined by GEOID03.
 KE0201
 KE0201.The dynamic height is computed by dividing the NAVD 88
 KE0201.geopotential number by the normal gravity value computed on the
 KE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0201.degrees latitude (g = 980.6199 gals.).
 KE0201
 KE0201.The modeled gravity was interpolated from observed gravity values.
 KE0201
 KE0201;                    North         East    Units  Estimated Accuracy
 KE0201;SPC KS N     -    97,820.      679,810.      MT  (+/- 180 meters Scaled)
 KE0201
 KE0201                          SUPERSEDED SURVEY CONTROL
 KE0201
 KE0201  NGVD 29 (??/??/92)  229.502  (m)          752.96   (f) ADJ UNCH    1 2
 KE0201
 KE0201.Superseded values are not recommended for survey control.
 KE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0201.See file dsdata.txt to determine how the superseded data were derived.
 KE0201
 KE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD478370(NAD 83)
 KE0201_MARKER: B = BOLT
 KE0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0201_SP_SET: STONE
 KE0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0201+STABILITY: SURFACE MOTION
 KE0201
 KE0201  HISTORY     - Date     Condition        Report By
 KE0201  HISTORY     - UNK      MONUMENTED       MORC
 KE0201  HISTORY     - 1948     GOOD             NGS
 KE0201  HISTORY     - 1951     GOOD             NGS
 KE0201
 KE0201                          STATION DESCRIPTION
 KE0201
 KE0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0201'AT POMEROY.
 KE0201'AT POMEROY, 191.0 FEET SOUTH ALONG A GRAVEL ROAD FROM THE SOUTH
 KE0201'RAIL OF THE MISSOURI PACIFIC RAILROAD (MEASURED FROM THE CROSSING
 KE0201'OF RAILROAD AND THE GRAVEL ROAD), AT THE NORTH END OF A TAR
 KE0201'ROAD, IN THE SOUTHEAST CORNER OF A LOT OWNED BY EARNEST BETTON,
 KE0201'IN THE NORTHWEST ANGLE FORMED AT THE T-JUNCTION OF THE TAR ROAD
 KE0201'AND GRAVEL ROADS LEADING NORTH AND WEST, 50.7 FEET NORTH OF A
 KE0201'FIRE HYDRANT, WEST OF AND ACROSS THE ROAD FROM A SMALL STREAM,
 KE0201'45.5 FEET NORTH OF A 20-INCH MAPLE TREE WHICH IS IN THE NORTHEAST
 KE0201'CORNER OF YARD AT THE HOME OF D. DUNWIDDIE AND WHICH IS IN THE
 KE0201'SOUTHWEST QUARTER OF THE ROAD JUNCTION, 17.0 FEET WEST OF THE
 KE0201'CENTER LINE OF THE GRAVEL ROAD LEADING NORTH ACROSS THE RAILROAD
 KE0201'TRACK (THIS ROAD IS EXTENSION TO NORTH OF THE TAR ROAD), 18.0
 KE0201'FEET NORTH OF THE GRAVEL ROAD LEADING WEST, 1.0 FOOT NORTHEAST
 KE0201'OF A BADLY DECAYED 24-INCH BOXELDER TREE, 4.0 FEET EAST OF A
 KE0201'REFERENCE POST, A COPPER BOLT LEADED IN A STONE SET ABOUT 5.5
 KE0201'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 KE0201'BEARING A MISSOURI RIVER COMMISSION IRON CAP WHICH IS 1.6 FEET
 KE0201'UNDERGROUND.
 KE0201
 KE0201                          STATION RECOVERY (1951)
 KE0201
 KE0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0200 ***********************************************************************
 KE0200  DESIGNATION -  243 CAP
 KE0200  PID         -  KE0200
 KE0200  STATE/COUNTY-  KS/WYANDOTTE
 KE0200  USGS QUAD   -  WOLCOTT (1975)
 KE0200
 KE0200                         *CURRENT SURVEY CONTROL
 KE0200  ___________________________________________________________________
 KE0200* NAD 83(1986)-  39 10 11.     (N)    094 45 42.     (W)     SCALED    
 KE0200* NAVD 88     -       230.824  (meters)     757.30   (feet)  ADJUSTED  
 KE0200  ___________________________________________________________________
 KE0200  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE0200  DYNAMIC HT  -         230.674 (meters)     756.80  (feet)  COMP
 KE0200  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 KE0200
 KE0200  VERT ORDER  -  FIRST     CLASS II
 KE0200
 KE0200.The horizontal coordinates were scaled from a topographic map and have
 KE0200.an estimated accuracy of +/- 6 seconds.
 KE0200
 KE0200.The orthometric height was determined by differential leveling
 KE0200.and adjusted by the National Geodetic Survey in June 1991..
 KE0200
 KE0200.The geoid height was determined by GEOID03.
 KE0200
 KE0200.The dynamic height is computed by dividing the NAVD 88
 KE0200.geopotential number by the normal gravity value computed on the
 KE0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0200.degrees latitude (g = 980.6199 gals.).
 KE0200
 KE0200.The modeled gravity was interpolated from observed gravity values.
 KE0200
 KE0200;                    North         East    Units  Estimated Accuracy
 KE0200;SPC KS N     -    97,850.      679,780.      MT  (+/- 180 meters Scaled)
 KE0200
 KE0200                          SUPERSEDED SURVEY CONTROL
 KE0200
 KE0200  NGVD 29 (??/??/92)  230.738  (m)          757.01   (f) ADJ UNCH    1 2
 KE0200
 KE0200.Superseded values are not recommended for survey control.
 KE0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0200.See file dsdata.txt to determine how the superseded data were derived.
 KE0200
 KE0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD478370(NAD 83)
 KE0200_MARKER: P = PIPE CAP
 KE0200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0200_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0200
 KE0200  HISTORY     - Date     Condition        Report By
 KE0200  HISTORY     - 1948     MONUMENTED       MORC
 KE0200  HISTORY     - 1951     GOOD             NGS
 KE0200
 KE0200                          STATION DESCRIPTION
 KE0200
 KE0200'DESCRIBED BY MISSOURI RIVER COMMISSION 1948
 KE0200'AT POMEROY.
 KE0200'AT POMEROY, 191.0 FEET SOUTH ALONG A GRAVEL ROAD FROM THE SOUTH
 KE0200'RAIL OF THE MISSOURI PACIFIC RAILROAD (MEASURED FROM THE CROSSING
 KE0200'OF RAILROAD AND THE GRAVEL ROAD), AT THE NORTH END OF A TAR ROAD,
 KE0200'IN THE SOUTHEAST CORNER OF A LOT OWNED BY EARNEST BETTON, IN
 KE0200'THE NORTHWEST ANGLE FORMED AT THE T-JUNCTION OF THE TAR ROAD
 KE0200'AND GRAVEL ROADS LEADING NORTH AND WEST, 50.7 FEET NORTH OF A
 KE0200'FIRE HYDRANT, WEST OF AND ACROSS ROAD FROM A SMALL STREAM, 45.5
 KE0200'FEET NORTH OF A 20-INCH MAPLE TREE WHICH IS IN THE NORTHEAST
 KE0200'CORNER OF YARD AT THE HOME OF D. DUNWIDDIE AND WHICH IS IN THE
 KE0200'SOUTHWEST QUARTER OF A ROAD JUNCTION, 17.0 FEET WEST OF THE
 KE0200'CENTER LINE OF THE GRAVEL ROAD LEADING NORTH ACROSS THE RAILROAD
 KE0200'TRACK (THIS ROAD IS EXTENSION TO NORTH OF THE TAR ROAD), 18.0
 KE0200'FEET NORTH OF THE GRAVEL ROAD LEADING WEST, 1.0 FOOT NORTHEAST
 KE0200'OF A BADLY DECAYED 24-INCH BOXELDER TREE, 4.0 FEET EAST OF A
 KE0200'REFERENCE POST, A MISSOURI RIVER COMMISION IRON CAP ON TOP OF A
 KE0200'4-INCH IRON PIPE AND 1.6 FEET UNDERGROUND.
 KE0200
 KE0200                          STATION RECOVERY (1951)
 KE0200
 KE0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0253 ***********************************************************************
 JF0253  DESIGNATION -  2+440
 JF0253  PID         -  JF0253
 JF0253  STATE/COUNTY-  KS/MARION
 JF0253  USGS QUAD   -  LINCOLNVILLE SW (1989)
 JF0253
 JF0253                         *CURRENT SURVEY CONTROL
 JF0253  ___________________________________________________________________
 JF0253* NAD 83(1986)-  38 15 37.     (N)    096 56 05.     (W)     SCALED    
 JF0253* NAVD 88     -       388.060  (meters)    1273.16   (feet)  ADJUSTED  
 JF0253  ___________________________________________________________________
 JF0253  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 JF0253  DYNAMIC HT  -         387.774 (meters)    1272.22  (feet)  COMP
 JF0253  MODELED GRAV-     979,880.4   (mgal)                       NAVD 88
 JF0253
 JF0253  VERT ORDER  -  SECOND    CLASS 0
 JF0253
 JF0253.The horizontal coordinates were scaled from a topographic map and have
 JF0253.an estimated accuracy of +/- 6 seconds.
 JF0253
 JF0253.The orthometric height was determined by differential leveling
 JF0253.and adjusted by the National Geodetic Survey in June 1991..
 JF0253
 JF0253.The geoid height was determined by GEOID03.
 JF0253
 JF0253.The dynamic height is computed by dividing the NAVD 88
 JF0253.geopotential number by the normal gravity value computed on the
 JF0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0253.degrees latitude (g = 980.6199 gals.).
 JF0253
 JF0253.The modeled gravity was interpolated from observed gravity values.
 JF0253
 JF0253;                    North         East    Units  Estimated Accuracy
 JF0253;SPC KS S     -   578,020.      536,980.      MT  (+/- 180 meters Scaled)
 JF0253
 JF0253                          SUPERSEDED SURVEY CONTROL
 JF0253
 JF0253  NGVD 29 (??/??/92)  387.903  (m)         1272.65   (f) ADJ UNCH    2 0
 JF0253
 JF0253.Superseded values are not recommended for survey control.
 JF0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0253.See file dsdata.txt to determine how the superseded data were derived.
 JF0253
 JF0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH806367(NAD 83)
 JF0253_MARKER: B = BOLT
 JF0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0253+STABILITY: SURFACE MOTION
 JF0253
 JF0253  HISTORY     - Date     Condition        Report By
 JF0253  HISTORY     - UNK      MONUMENTED       CGS
 JF0253  HISTORY     - 1934     GOOD             NGS
 JF0253
 JF0253                          STATION DESCRIPTION
 JF0253
 JF0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0253'2.1 MI N FROM FLORENCE.
 JF0253'2.1 MILES NORTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0253'FE R.R. CO.  440 FT. NORTH OF MILE POST 2.  49 FT. R. OR NORTH
 JF0253'OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0195 ***********************************************************************
 KE0195  DESIGNATION -  245=76/1 BOLT
 KE0195  PID         -  KE0195
 KE0195  STATE/COUNTY-  KS/WYANDOTTE
 KE0195  USGS QUAD   -  WOLCOTT (1975)
 KE0195
 KE0195                         *CURRENT SURVEY CONTROL
 KE0195  ___________________________________________________________________
 KE0195* NAD 83(1986)-  39 11 21.     (N)    094 48 04.     (W)     SCALED    
 KE0195* NAVD 88     -       230.006  (meters)     754.61   (feet)  ADJUSTED  
 KE0195  ___________________________________________________________________
 KE0195  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KE0195  DYNAMIC HT  -         229.857 (meters)     754.12  (feet)  COMP
 KE0195  MODELED GRAV-     979,978.5   (mgal)                       NAVD 88
 KE0195
 KE0195  VERT ORDER  -  FIRST     CLASS II
 KE0195
 KE0195.The horizontal coordinates were scaled from a topographic map and have
 KE0195.an estimated accuracy of +/- 6 seconds.
 KE0195
 KE0195.The orthometric height was determined by differential leveling
 KE0195.and adjusted by the National Geodetic Survey in June 1991..
 KE0195
 KE0195.The geoid height was determined by GEOID03.
 KE0195
 KE0195.The dynamic height is computed by dividing the NAVD 88
 KE0195.geopotential number by the normal gravity value computed on the
 KE0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0195.degrees latitude (g = 980.6199 gals.).
 KE0195
 KE0195.The modeled gravity was interpolated from observed gravity values.
 KE0195
 KE0195;                    North         East    Units  Estimated Accuracy
 KE0195;SPC KS N     -    99,890.      676,300.      MT  (+/- 180 meters Scaled)
 KE0195
 KE0195                          SUPERSEDED SURVEY CONTROL
 KE0195
 KE0195  NGVD 29 (??/??/92)  229.920  (m)          754.33   (f) ADJ UNCH    1 2
 KE0195
 KE0195.Superseded values are not recommended for survey control.
 KE0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0195.See file dsdata.txt to determine how the superseded data were derived.
 KE0195
 KE0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD444393(NAD 83)
 KE0195_MARKER: B = BOLT
 KE0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0195_SP_SET: STONE
 KE0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0195+STABILITY: SURFACE MOTION
 KE0195
 KE0195  HISTORY     - Date     Condition        Report By
 KE0195  HISTORY     - UNK      MONUMENTED       MORC
 KE0195  HISTORY     - 1948     GOOD             NGS
 KE0195  HISTORY     - 1951     GOOD             NGS
 KE0195
 KE0195                          STATION DESCRIPTION
 KE0195
 KE0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0195'AT WOLCOTT.
 KE0195'AT WOLCOTT (FORMERLY CONNORS), ALONG THE FIRST NORTHEAST-SOUTHWEST
 KE0195'STREET SOUTHEAST OF THE MISSOURI PACIFIC RAILROAD STATION, 234.0
 KE0195'FEET NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK, 18.4 FEET SOUTHEAST
 KE0195'OF THE CENTER LINE OF THE STREET, IN THE NORTHWEST CORNER OF A
 KE0195'LOT OWNED BY ROY SCHOOLEY, APPROXIMATELY 85.0 FEET SOUTHWEST OF
 KE0195'THE WEST CORNER OF THE HOME OF J. WALTER HUGHES, 22.0 FEET SOUTHWEST
 KE0195'OF THE CENTER LINE OF A DRIVE LEADING TO THE BACK OF THE WHITE
 KE0195'FRAME HOME OF MR. HUGHES, 11.3 FEET SOUTH OF A FENCE CORNER POST,
 KE0195'4.8 FEET SOUTHEAST OF A FENCE LINE, 6.4 FEET SOUTHEAST OF A
 KE0195'REFERENCE POST, A COPPER BOLT LEADED IN A STONE 4 FEET UNDERGROUND,
 KE0195'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING AN IRON
 KE0195'CAP WHICH IS 0.3 FOOT ABOVE THE GROUND.
 KE0195
 KE0195                          STATION RECOVERY (1951)
 KE0195
 KE0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0194 ***********************************************************************
 KE0194  DESIGNATION -  245=76/1 CAP
 KE0194  PID         -  KE0194
 KE0194  STATE/COUNTY-  KS/WYANDOTTE
 KE0194  USGS QUAD   -  WOLCOTT (1975)
 KE0194
 KE0194                         *CURRENT SURVEY CONTROL
 KE0194  ___________________________________________________________________
 KE0194* NAD 83(1986)-  39 11 20.     (N)    094 48 04.     (W)     SCALED    
 KE0194* NAVD 88     -       231.246  (meters)     758.68   (feet)  ADJUSTED  
 KE0194  ___________________________________________________________________
 KE0194  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KE0194  DYNAMIC HT  -         231.098 (meters)     758.19  (feet)  COMP
 KE0194  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 KE0194
 KE0194  VERT ORDER  -  FIRST     CLASS II
 KE0194
 KE0194.The horizontal coordinates were scaled from a topographic map and have
 KE0194.an estimated accuracy of +/- 6 seconds.
 KE0194
 KE0194.The orthometric height was determined by differential leveling
 KE0194.and adjusted by the National Geodetic Survey in June 1991..
 KE0194
 KE0194.The geoid height was determined by GEOID03.
 KE0194
 KE0194.The dynamic height is computed by dividing the NAVD 88
 KE0194.geopotential number by the normal gravity value computed on the
 KE0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0194.degrees latitude (g = 980.6199 gals.).
 KE0194
 KE0194.The modeled gravity was interpolated from observed gravity values.
 KE0194
 KE0194;                    North         East    Units  Estimated Accuracy
 KE0194;SPC KS N     -    99,860.      676,300.      MT  (+/- 180 meters Scaled)
 KE0194
 KE0194                          SUPERSEDED SURVEY CONTROL
 KE0194
 KE0194  NGVD 29 (??/??/92)  231.161  (m)          758.40   (f) ADJ UNCH    1 2
 KE0194
 KE0194.Superseded values are not recommended for survey control.
 KE0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0194.See file dsdata.txt to determine how the superseded data were derived.
 KE0194
 KE0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD444392(NAD 83)
 KE0194_MARKER: P = PIPE CAP
 KE0194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0194_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0194
 KE0194  HISTORY     - Date     Condition        Report By
 KE0194  HISTORY     - UNK      MONUMENTED       MORC
 KE0194  HISTORY     - 1948     GOOD             NGS
 KE0194  HISTORY     - 1951     GOOD             NGS
 KE0194
 KE0194                          STATION DESCRIPTION
 KE0194
 KE0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0194'AT WOLCOTT.
 KE0194'AT WOLCOTT (FORMERLY CONNORS), ALONG THE FIRST NORTHEAST-SOUTHWEST
 KE0194'STREET SOUTHEAST OF THE MISSOURI PACIFIC RAILROAD STATION,
 KE0194'234.0 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN TRACK, 18.4 FEET
 KE0194'SOUTHEAST OF THE CENTER LINE OF THE STREET, IN THE NORTHWEST
 KE0194'CORNER OF A LOT OWNED BY ROY SCHOOLEY, APPROXIMATELY 85.0 FEET
 KE0194'SOUTHWEST OF THE WEST CORNER OF THE HOME OF J. WALTER HUGHES,
 KE0194'22.0 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVE LEADING TO THE
 KE0194'BACK OF THE WHITE FRAME HOME OF MR. HUGHES, 11.3 FEET SOUTH OF A
 KE0194'FENCE CORNER POST, 4.8 FEET SOUTHEAST OF A FENCE LINE, 6.4 FEET
 KE0194'SOUTHEAST OF A REFERENCE POST, A MISSOURI RIVER COMMISSION IRON
 KE0194'CAP BOLTED ON TOP OF A 4-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE
 KE0194'THE GROUND.
 KE0194
 KE0194                          STATION RECOVERY (1951)
 KE0194
 KE0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0187 ***********************************************************************
 KE0187  DESIGNATION -  248=77/1
 KE0187  PID         -  KE0187
 KE0187  STATE/COUNTY-  KS/LEAVENWORTH
 KE0187  USGS QUAD   -  WOLCOTT (1975)
 KE0187
 KE0187                         *CURRENT SURVEY CONTROL
 KE0187  ___________________________________________________________________
 KE0187* NAD 83(1986)-  39 14 27.     (N)    094 51 35.     (W)     SCALED    
 KE0187* NAVD 88     -       243.654  (meters)     799.39   (feet)  ADJUSTED  
 KE0187  ___________________________________________________________________
 KE0187  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KE0187  DYNAMIC HT  -         243.498 (meters)     798.88  (feet)  COMP
 KE0187  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 KE0187
 KE0187  VERT ORDER  -  FIRST     CLASS II
 KE0187
 KE0187.The horizontal coordinates were scaled from a topographic map and have
 KE0187.an estimated accuracy of +/- 6 seconds.
 KE0187
 KE0187.The orthometric height was determined by differential leveling
 KE0187.and adjusted by the National Geodetic Survey in June 1991..
 KE0187
 KE0187.The geoid height was determined by GEOID03.
 KE0187
 KE0187.The dynamic height is computed by dividing the NAVD 88
 KE0187.geopotential number by the normal gravity value computed on the
 KE0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0187.degrees latitude (g = 980.6199 gals.).
 KE0187
 KE0187.The modeled gravity was interpolated from observed gravity values.
 KE0187
 KE0187;                    North         East    Units  Estimated Accuracy
 KE0187;SPC KS N     -   105,440.      671,040.      MT  (+/- 180 meters Scaled)
 KE0187
 KE0187                          SUPERSEDED SURVEY CONTROL
 KE0187
 KE0187  NGVD 29 (??/??/92)  243.566  (m)          799.10   (f) ADJ UNCH    1 2
 KE0187
 KE0187.Superseded values are not recommended for survey control.
 KE0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0187.See file dsdata.txt to determine how the superseded data were derived.
 KE0187
 KE0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD395451(NAD 83)
 KE0187_MARKER: B = BOLT
 KE0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0187_SP_SET: STONE
 KE0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0187+STABILITY: SURFACE MOTION
 KE0187
 KE0187  HISTORY     - Date     Condition        Report By
 KE0187  HISTORY     - UNK      MONUMENTED       MORC
 KE0187  HISTORY     - 1948     GOOD             NGS
 KE0187  HISTORY     - 1951     GOOD             NGS
 KE0187
 KE0187                          STATION DESCRIPTION
 KE0187
 KE0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0187'5.8 MI S FROM LEAVENWORTH.
 KE0187'5.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0187'CHICAGO GREAT WESTERN RAILWAY BRIDGE OVER THE MISSOURI RIVER AT
 KE0187'LEAVENWORTH, 1.9 MILES SOUTHEAST OF LEAVENWORTH JUNCTION, 0.3
 KE0187'MILE NORTHWEST OF BRIDGE 81, ON SECOND BENCH OF RIVER BLUFF FROM
 KE0187'FOOT, ABOUT 120.0 FEET WEST OF THE MISSOURI PACIFIC TRACK FROM
 KE0187'A POINT 340.0 FEET SOUTH OF MILEPOST 303-30 AND FROM A POINT
 KE0187'56.0 FEET SOUTH OF A 16-INCH CULVERT UNDER THE TRACK, 11.0 FEET
 KE0187'WEST OF A FENCE, 15.0 FEET EAST OF A 2-FOOT OAK TREE, 2.1 FEET
 KE0187'SOUTH OF A REFERENCE POST, A COPPER BOLT LEADED IN A STONE SET
 KE0187'ABOUT 3.0 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN
 KE0187'IRON PIPE PROJECTING 1.3 FEET ABOVE THE GROUND.  MARK IS 0.55
 KE0187'MILE NORTHWEST OF BENCH MARK T 280.
 KE0187
 KE0187                          STATION RECOVERY (1951)
 KE0187
 KE0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0702 ***********************************************************************
 KE0702  DESIGNATION -  25
 KE0702  PID         -  KE0702
 KE0702  STATE/COUNTY-  KS/JEFFERSON
 KE0702  USGS QUAD   -  VALLEY FALLS (1979)
 KE0702
 KE0702                         *CURRENT SURVEY CONTROL
 KE0702  ___________________________________________________________________
 KE0702* NAD 83(1986)-  39 21 39.     (N)    095 27 04.     (W)     SCALED    
 KE0702* NAVD 88     -       280.373  (meters)     919.86   (feet)  ADJUSTED  
 KE0702  ___________________________________________________________________
 KE0702  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KE0702  DYNAMIC HT  -         280.196 (meters)     919.28  (feet)  COMP
 KE0702  MODELED GRAV-     979,988.1   (mgal)                       NAVD 88
 KE0702
 KE0702  VERT ORDER  -  SECOND    CLASS 0
 KE0702
 KE0702.The horizontal coordinates were scaled from a topographic map and have
 KE0702.an estimated accuracy of +/- 6 seconds.
 KE0702
 KE0702.The orthometric height was determined by differential leveling
 KE0702.and adjusted by the National Geodetic Survey in June 1991..
 KE0702
 KE0702.The geoid height was determined by GEOID03.
 KE0702
 KE0702.The dynamic height is computed by dividing the NAVD 88
 KE0702.geopotential number by the normal gravity value computed on the
 KE0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0702.degrees latitude (g = 980.6199 gals.).
 KE0702
 KE0702.The modeled gravity was interpolated from observed gravity values.
 KE0702
 KE0702;                    North         East    Units  Estimated Accuracy
 KE0702;SPC KS N     -   117,160.      619,640.      MT  (+/- 180 meters Scaled)
 KE0702
 KE0702                          SUPERSEDED SURVEY CONTROL
 KE0702
 KE0702  NGVD 29 (??/??/92)  280.271  (m)          919.52   (f) ADJ UNCH    2 0
 KE0702
 KE0702.Superseded values are not recommended for survey control.
 KE0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0702.See file dsdata.txt to determine how the superseded data were derived.
 KE0702
 KE0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD888596(NAD 83)
 KE0702_MARKER: DD = SURVEY DISK
 KE0702_SETTING: 0 = UNSPECIFIED SETTING
 KE0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0702
 KE0702  HISTORY     - Date     Condition        Report By
 KE0702  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0702  HISTORY     - 1950     GOOD             NGS
 KE0702
 KE0702                          STATION DESCRIPTION
 KE0702
 KE0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0702'1 MI NE FROM VALLEY FALLS.
 KE0702'1.0 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0702'RAILWAY FROM THE STATION AT VALLEY FALLS, JEFFERSON COUNTY,
 KE0702'OPPOSITE MILEPOST 25, AND 6 FEET WEST OF THE CENTERLINE OF THE
 KE0702'TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY
 KE0702'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0374 ***********************************************************************
 HE0374  DESIGNATION -  25 B
 HE0374  PID         -  HE0374
 HE0374  STATE/COUNTY-  KS/CRAWFORD
 HE0374  USGS QUAD   -  WALNUT (1973)
 HE0374
 HE0374                         *CURRENT SURVEY CONTROL
 HE0374  ___________________________________________________________________
 HE0374* NAD 83(1986)-  37 35 53.     (N)    095 03 40.     (W)     SCALED    
 HE0374* NAVD 88     -       279.170  (meters)     915.91   (feet)  ADJUSTED  
 HE0374  ___________________________________________________________________
 HE0374  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HE0374  DYNAMIC HT  -         278.955 (meters)     915.20  (feet)  COMP
 HE0374  MODELED GRAV-     979,854.7   (mgal)                       NAVD 88
 HE0374
 HE0374  VERT ORDER  -  SECOND    CLASS 0
 HE0374
 HE0374.The horizontal coordinates were scaled from a topographic map and have
 HE0374.an estimated accuracy of +/- 6 seconds.
 HE0374
 HE0374.The orthometric height was determined by differential leveling
 HE0374.and adjusted by the National Geodetic Survey in June 1991..
 HE0374
 HE0374.The geoid height was determined by GEOID03.
 HE0374
 HE0374.The dynamic height is computed by dividing the NAVD 88
 HE0374.geopotential number by the normal gravity value computed on the
 HE0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0374.degrees latitude (g = 980.6199 gals.).
 HE0374
 HE0374.The modeled gravity was interpolated from observed gravity values.
 HE0374
 HE0374;                    North         East    Units  Estimated Accuracy
 HE0374;SPC KS S     -   508,970.      703,600.      MT  (+/- 180 meters Scaled)
 HE0374
 HE0374                          SUPERSEDED SURVEY CONTROL
 HE0374
 HE0374  NGVD 29 (??/??/92)  279.050  (m)          915.52   (f) ADJ UNCH    2 0
 HE0374
 HE0374.Superseded values are not recommended for survey control.
 HE0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0374.See file dsdata.txt to determine how the superseded data were derived.
 HE0374
 HE0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB180632(NAD 83)
 HE0374_MARKER: X = CHISELED CROSS
 HE0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0374_SP_SET: BRIDGE
 HE0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0374
 HE0374  HISTORY     - Date     Condition        Report By
 HE0374  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0374  HISTORY     - 1934     GOOD             NGS
 HE0374
 HE0374                          STATION DESCRIPTION
 HE0374
 HE0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0374'0.8 MI E FROM WALNUT.
 HE0374'0.8 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0374'FROM THE STATION AT WALNUT, CRAWFORD COUNTY, AT BRIDGE 25 B,
 HE0374'ON THE TOP OF THE SOUTH END OF THE BRIDGE SEAT OF THE WEST
 HE0374'ABUTMENT, 8 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND
 HE0374'ABOUT 4-1/2 FEET LOWER THAN THE TRACK.  A CHISELED CIRCLE AND
 HE0374'CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0373 ***********************************************************************
 HE0373  DESIGNATION -  25 C
 HE0373  PID         -  HE0373
 HE0373  STATE/COUNTY-  KS/CRAWFORD
 HE0373  USGS QUAD   -  WALNUT (1973)
 HE0373
 HE0373                         *CURRENT SURVEY CONTROL
 HE0373  ___________________________________________________________________
 HE0373* NAD 83(1986)-  37 35 54.     (N)    095 03 24.     (W)     SCALED    
 HE0373* NAVD 88     -       284.172  (meters)     932.32   (feet)  ADJUSTED  
 HE0373  ___________________________________________________________________
 HE0373  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HE0373  DYNAMIC HT  -         283.954 (meters)     931.61  (feet)  COMP
 HE0373  MODELED GRAV-     979,855.2   (mgal)                       NAVD 88
 HE0373
 HE0373  VERT ORDER  -  SECOND    CLASS 0
 HE0373
 HE0373.The horizontal coordinates were scaled from a topographic map and have
 HE0373.an estimated accuracy of +/- 6 seconds.
 HE0373
 HE0373.The orthometric height was determined by differential leveling
 HE0373.and adjusted by the National Geodetic Survey in June 1991..
 HE0373
 HE0373.The geoid height was determined by GEOID03.
 HE0373
 HE0373.The dynamic height is computed by dividing the NAVD 88
 HE0373.geopotential number by the normal gravity value computed on the
 HE0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0373.degrees latitude (g = 980.6199 gals.).
 HE0373
 HE0373.The modeled gravity was interpolated from observed gravity values.
 HE0373
 HE0373;                    North         East    Units  Estimated Accuracy
 HE0373;SPC KS S     -   509,020.      704,000.      MT  (+/- 180 meters Scaled)
 HE0373
 HE0373                          SUPERSEDED SURVEY CONTROL
 HE0373
 HE0373  NGVD 29 (??/??/92)  284.052  (m)          931.93   (f) ADJ UNCH    2 0
 HE0373
 HE0373.Superseded values are not recommended for survey control.
 HE0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0373.See file dsdata.txt to determine how the superseded data were derived.
 HE0373
 HE0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB184632(NAD 83)
 HE0373_MARKER: X = CHISELED CROSS
 HE0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0373_SP_SET: BRIDGE
 HE0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0373
 HE0373  HISTORY     - Date     Condition        Report By
 HE0373  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0373  HISTORY     - 1934     GOOD             NGS
 HE0373
 HE0373                          STATION DESCRIPTION
 HE0373
 HE0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0373'1 MI E FROM WALNUT.
 HE0373'1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0373'FROM THE STATION AT WALNUT, CRAWFORD COUNTY, AT BRIDGE 25 C,
 HE0373'ON THE TOP-OF THE WEST END OF THE CONCRETE HEADWALL, 11 FEET
 HE0373'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 7 FEET LOWER
 HE0373'THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0207 ***********************************************************************
 KE0207  DESIGNATION -  25 J
 KE0207  PID         -  KE0207
 KE0207  STATE/COUNTY-  KS/WYANDOTTE
 KE0207  USGS QUAD   -  PARKVILLE (1991)
 KE0207
 KE0207                         *CURRENT SURVEY CONTROL
 KE0207  ___________________________________________________________________
 KE0207* NAD 83(1986)-  39 09 48.     (N)    094 41 15.     (W)     SCALED    
 KE0207* NAVD 88     -       232.108  (meters)     761.51   (feet)  ADJUSTED  
 KE0207  ___________________________________________________________________
 KE0207  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE0207  DYNAMIC HT  -         231.959 (meters)     761.02  (feet)  COMP
 KE0207  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 KE0207
 KE0207  VERT ORDER  -  FIRST     CLASS II
 KE0207
 KE0207.The horizontal coordinates were scaled from a topographic map and have
 KE0207.an estimated accuracy of +/- 6 seconds.
 KE0207
 KE0207.The orthometric height was determined by differential leveling
 KE0207.and adjusted by the National Geodetic Survey in June 1991..
 KE0207
 KE0207.The geoid height was determined by GEOID03.
 KE0207
 KE0207.The dynamic height is computed by dividing the NAVD 88
 KE0207.geopotential number by the normal gravity value computed on the
 KE0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0207.degrees latitude (g = 980.6199 gals.).
 KE0207
 KE0207.The modeled gravity was interpolated from observed gravity values.
 KE0207
 KE0207;                    North         East    Units  Estimated Accuracy
 KE0207;SPC KS N     -    97,380.      686,210.      MT  (+/- 180 meters Scaled)
 KE0207
 KE0207                          SUPERSEDED SURVEY CONTROL
 KE0207
 KE0207  NGVD 29 (??/??/92)  232.024  (m)          761.23   (f) ADJ UNCH    1 2
 KE0207
 KE0207.Superseded values are not recommended for survey control.
 KE0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0207.See file dsdata.txt to determine how the superseded data were derived.
 KE0207
 KE0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD542362(NAD 83)
 KE0207_MARKER: DB = BENCH MARK DISK
 KE0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0207_SP_SET: CULVERT
 KE0207_STAMPING: 25 J 1933 761
 KE0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0207
 KE0207  HISTORY     - Date     Condition        Report By
 KE0207  HISTORY     - 1933     MONUMENTED       USGS
 KE0207  HISTORY     - 1948     GOOD             NGS
 KE0207  HISTORY     - 1951     GOOD             NGS
 KE0207
 KE0207                          STATION DESCRIPTION
 KE0207
 KE0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0207'3.9 MI W FROM KANSAS CITY.
 KE0207'3.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0207'SEVENTH STREET TRAFFICWAY OVERPASS OVER THE RAILROADS AT KANSAS
 KE0207'CITY, 0.5 MILE EAST OF THE RAILROAD BRIDGE OVER NEARMAN CREEK
 KE0207'AT NEARMAN, AT CROSSING OF RAILROAD AND OILED ROAD, 44.0 FEET
 KE0207'SOUTHEAST OF RAILROAD BRIDGE NO. 74A, 39.0 FEET WEST OF MILEPOST
 KE0207'292/10, 36.0 FEET SOUTH OF SOUTH RAIL, 10.0 FEET SOUTHEAST OF
 KE0207'THE CENTERLINE OF OILED ROAD, SET IN TOP OF THE WINGWALL AT THE
 KE0207'NORTHEAST END OF THE SOUTHEAST HEADWALL OF CONCRETE CULVERT
 KE0207'UNDER THE OILED ROAD.
 KE0207
 KE0207                          STATION RECOVERY (1951)
 KE0207
 KE0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0658 ***********************************************************************
 HH0658  DESIGNATION -  25 M
 HH0658  PID         -  HH0658
 HH0658  STATE/COUNTY-  KS/KEARNY
 HH0658  USGS QUAD   -  LAKIN NW (1966)
 HH0658
 HH0658                         *CURRENT SURVEY CONTROL
 HH0658  ___________________________________________________________________
 HH0658* NAD 83(1986)-  37 56 39.     (N)    101 29 12.     (W)     SCALED    
 HH0658* NAVD 88     -       995.159  (meters)    3264.95   (feet)  ADJUSTED  
 HH0658  ___________________________________________________________________
 HH0658  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 HH0658  DYNAMIC HT  -         994.241 (meters)    3261.94  (feet)  COMP
 HH0658  MODELED GRAV-     979,673.3   (mgal)                       NAVD 88
 HH0658
 HH0658  VERT ORDER  -  FIRST     CLASS II
 HH0658
 HH0658.The horizontal coordinates were scaled from a topographic map and have
 HH0658.an estimated accuracy of +/- 6 seconds.
 HH0658
 HH0658.The orthometric height was determined by differential leveling
 HH0658.and adjusted by the National Geodetic Survey in June 1991..
 HH0658
 HH0658.The geoid height was determined by GEOID03.
 HH0658
 HH0658.The dynamic height is computed by dividing the NAVD 88
 HH0658.geopotential number by the normal gravity value computed on the
 HH0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0658.degrees latitude (g = 980.6199 gals.).
 HH0658
 HH0658.The modeled gravity was interpolated from observed gravity values.
 HH0658
 HH0658;                    North         East    Units  Estimated Accuracy
 HH0658;SPC KS S     -   545,990.      137,540.      MT  (+/- 180 meters Scaled)
 HH0658
 HH0658                          SUPERSEDED SURVEY CONTROL
 HH0658
 HH0658.No superseded survey control is available for this station.
 HH0658
 HH0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH814025(NAD 83)
 HH0658_MARKER: DB = BENCH MARK DISK
 HH0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0658_SP_SET: CONCRETE POST
 HH0658_STAMPING: 25 M 1941
 HH0658_MARK LOGO: USGS  
 HH0658_PROJECTION: FLUSH
 HH0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0658+STABILITY: SURFACE MOTION
 HH0658
 HH0658  HISTORY     - Date     Condition        Report By
 HH0658  HISTORY     - 1941     MONUMENTED       USGS
 HH0658  HISTORY     - 1986     GOOD             NGS
 HH0658
 HH0658                          STATION DESCRIPTION
 HH0658
 HH0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0658'6.0 KM (3.7 MI) EAST FROM KENDALL.
 HH0658'0.16 KM (0.1 MI) SOUTHEAST ALONG A DIRT STREET FROM THE POST OFFICE IN
 HH0658'KENDALL, THENCE 1.0 KM (0.65 MI) NORTHEAST ALONG AN ASPHALT ROAD,
 HH0658'THENCE 4.8 KM (3.0 MI) EAST ALONG US HIGHWAY 50, AT THE JUNCTION OF
 HH0658'ROAD D 23, BETWEEN 3-STEEL VERTICAL GRADER BLADES, 16.2 METERS (53 FT)
 HH0658'NORTH OF THE HIGHWAY CENTERLINE, 11.3 METERS (37 FT) EAST OF THE
 HH0658'CENTER OF A GRAVEL ROAD LEADING NORTH, 11.3 METERS (37 FT) SOUTH OF
 HH0658'THE CENTER OF A PRIVATE DRIVE AND 2.4 METERS (8 FT) SOUTHWEST OF A
 HH0658'CONCRETE RIGHT OF WAY POST.
 HH0658'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0697 ***********************************************************************
 JF0697  DESIGNATION -  25+00
 JF0697  PID         -  JF0697
 JF0697  STATE/COUNTY-  KS/MARION
 JF0697  USGS QUAD   -  LEHIGH (1985)
 JF0697
 JF0697                         *CURRENT SURVEY CONTROL
 JF0697  ___________________________________________________________________
 JF0697* NAD 83(1986)-  38 21 44.     (N)    097 17 05.     (W)     SCALED    
 JF0697* NAVD 88     -       454.744  (meters)    1491.94   (feet)  ADJUSTED  
 JF0697  ___________________________________________________________________
 JF0697  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 JF0697  DYNAMIC HT  -         454.402 (meters)    1490.82  (feet)  COMP
 JF0697  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 JF0697
 JF0697  VERT ORDER  -  SECOND    CLASS 0
 JF0697
 JF0697.The horizontal coordinates were scaled from a topographic map and have
 JF0697.an estimated accuracy of +/- 6 seconds.
 JF0697
 JF0697.The orthometric height was determined by differential leveling
 JF0697.and adjusted by the National Geodetic Survey in June 1991..
 JF0697
 JF0697.The geoid height was determined by GEOID03.
 JF0697
 JF0697.The dynamic height is computed by dividing the NAVD 88
 JF0697.geopotential number by the normal gravity value computed on the
 JF0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0697.degrees latitude (g = 980.6199 gals.).
 JF0697
 JF0697.The modeled gravity was interpolated from observed gravity values.
 JF0697
 JF0697;                    North         East    Units  Estimated Accuracy
 JF0697;SPC KS S     -   588,880.      506,210.      MT  (+/- 180 meters Scaled)
 JF0697
 JF0697                          SUPERSEDED SURVEY CONTROL
 JF0697
 JF0697  NGVD 29 (??/??/92)  454.567  (m)         1491.36   (f) ADJ UNCH    2 0
 JF0697
 JF0697.Superseded values are not recommended for survey control.
 JF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0697.See file dsdata.txt to determine how the superseded data were derived.
 JF0697
 JF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH498473(NAD 83)
 JF0697_MARKER: B = BOLT
 JF0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0697+STABILITY: SURFACE MOTION
 JF0697
 JF0697  HISTORY     - Date     Condition        Report By
 JF0697  HISTORY     - UNK      MONUMENTED       CGS
 JF0697  HISTORY     - 1934     GOOD             NGS
 JF0697  HISTORY     - 19980105 MARK NOT FOUND   NGS
 JF0697
 JF0697                          STATION DESCRIPTION
 JF0697
 JF0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0697'1.3 MI W FROM LEHIGH.
 JF0697'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  AT MILE POST
 JF0697'25.  49 FT. R. OR NORTH OF THE CENTER LINE OF THE TRACK.
 JF0697
 JF0697                          STATION RECOVERY (1998)
 JF0697
 JF0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 JF0697'A THROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0182 ***********************************************************************
 KE0182  DESIGNATION -  250=78/1 BOLT
 KE0182  PID         -  KE0182
 KE0182  STATE/COUNTY-  KS/LEAVENWORTH
 KE0182  USGS QUAD   -  LEAVENWORTH (1984)
 KE0182
 KE0182                         *CURRENT SURVEY CONTROL
 KE0182  ___________________________________________________________________
 KE0182* NAD 83(1986)-  39 17 42.     (N)    094 53 56.     (W)     SCALED    
 KE0182* NAVD 88     -       246.017  (meters)     807.14   (feet)  ADJUSTED  
 KE0182  ___________________________________________________________________
 KE0182  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 KE0182  DYNAMIC HT  -         245.862 (meters)     806.63  (feet)  COMP
 KE0182  MODELED GRAV-     979,990.1   (mgal)                       NAVD 88
 KE0182
 KE0182  VERT ORDER  -  FIRST     CLASS II
 KE0182
 KE0182.The horizontal coordinates were scaled from a topographic map and have
 KE0182.an estimated accuracy of +/- 6 seconds.
 KE0182
 KE0182.The orthometric height was determined by differential leveling
 KE0182.and adjusted by the National Geodetic Survey in June 1991..
 KE0182
 KE0182.The geoid height was determined by GEOID03.
 KE0182
 KE0182.The dynamic height is computed by dividing the NAVD 88
 KE0182.geopotential number by the normal gravity value computed on the
 KE0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0182.degrees latitude (g = 980.6199 gals.).
 KE0182
 KE0182.The modeled gravity was interpolated from observed gravity values.
 KE0182
 KE0182;                    North         East    Units  Estimated Accuracy
 KE0182;SPC KS N     -   111,340.      667,460.      MT  (+/- 180 meters Scaled)
 KE0182
 KE0182                          SUPERSEDED SURVEY CONTROL
 KE0182
 KE0182  NGVD 29 (??/??/92)  245.930  (m)          806.86   (f) ADJ UNCH    1 2
 KE0182
 KE0182.Superseded values are not recommended for survey control.
 KE0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0182.See file dsdata.txt to determine how the superseded data were derived.
 KE0182
 KE0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD362512(NAD 83)
 KE0182_MARKER: B = BOLT
 KE0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0182_SP_SET: STONE
 KE0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0182+STABILITY: SURFACE MOTION
 KE0182
 KE0182  HISTORY     - Date     Condition        Report By
 KE0182  HISTORY     - UNK      MONUMENTED       MORC
 KE0182  HISTORY     - 1948     GOOD             NGS
 KE0182  HISTORY     - 1951     GOOD             NGS
 KE0182
 KE0182                          STATION DESCRIPTION
 KE0182
 KE0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0182'1.6 MI S FROM LEAVENWORTH.
 KE0182'1.6 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0182'CHICAGO GREAT WESTERN RAILWAY BRIDGE OVER THE MISSOURI RIVER AT
 KE0182'LEAVENWORTH, ONE POLE SOUTH OF MILEPOST 308, 272.0 FEET NORTHWEST
 KE0182'OF THE NORTH FACE OF A HOUSE OWNED BY FRANK DOOLEY AND OCCUPIED BY
 KE0182'ELLA SURFACE, 534.0 FEET NORTHWEST OF A CONCRETE SPILLWAY LEADING
 KE0182'OFF BLUFF, ABOUT 300.0 FEET WEST OF THE MISSOURI RIVER BANK,
 KE0182'ABOUT 100.0 FEET WEST OF THE MISSOURI PACIFIC TRACK, 34.0 FEET
 KE0182'SOUTHEAST OF A SMALL RAVINE LEADING SOUTHWEST, 19.0 FEET SOUTHWEST
 KE0182'OF A FOOT PATH OR TRAIL WHICH WAS ORIGINALLY A RAILWAY SIDE
 KE0182'TRACK LEADING TO A COAL MINE, ON A SHELF OF THE BLUFF AND ABOUT
 KE0182'75.0 FEET ABOVE TRACK LEVEL, AND 1.2 FEET SOUTH OF A REFERENCE
 KE0182'POST.  A COPPER BOLT LEADED IN A STONE SET ABOUT 4.0 FEET
 KE0182'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING
 KE0182'A MISSOURI RIVER COMMISSION CAP WHICH PROJECTS 1.0 FOOT ABOVE
 KE0182'THE GROUND.  NOTE-- THE MARK IS 672.0 FEET NORTH OF A HOUSE
 KE0182'OWNED BY FRANK DOOLEY.
 KE0182
 KE0182                          STATION RECOVERY (1951)
 KE0182
 KE0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0179 ***********************************************************************
 KE0179  DESIGNATION -  251
 KE0179  PID         -  KE0179
 KE0179  STATE/COUNTY-  KS/LEAVENWORTH
 KE0179  USGS QUAD   -  LEAVENWORTH (1984)
 KE0179
 KE0179                         *CURRENT SURVEY CONTROL
 KE0179  ___________________________________________________________________
 KE0179* NAD 83(1986)-  39 19 00.     (N)    094 54 36.     (W)     SCALED    
 KE0179* NAVD 88     -       238.298  (meters)     781.82   (feet)  ADJUSTED  
 KE0179  ___________________________________________________________________
 KE0179  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KE0179  DYNAMIC HT  -         238.148 (meters)     781.32  (feet)  COMP
 KE0179  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 KE0179
 KE0179  VERT ORDER  -  FIRST     CLASS II
 KE0179
 KE0179.The horizontal coordinates were scaled from a topographic map and have
 KE0179.an estimated accuracy of +/- 6 seconds.
 KE0179
 KE0179.The orthometric height was determined by differential leveling
 KE0179.and adjusted by the National Geodetic Survey in June 1991..
 KE0179.WARNING-Repeat measurements at this control monument indicate possible
 KE0179.vertical movement.
 KE0179
 KE0179.The geoid height was determined by GEOID03.
 KE0179
 KE0179.The dynamic height is computed by dividing the NAVD 88
 KE0179.geopotential number by the normal gravity value computed on the
 KE0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0179.degrees latitude (g = 980.6199 gals.).
 KE0179
 KE0179.The modeled gravity was interpolated from observed gravity values.
 KE0179
 KE0179;                    North         East    Units  Estimated Accuracy
 KE0179;SPC KS N     -   113,710.      666,420.      MT  (+/- 180 meters Scaled)
 KE0179
 KE0179                          SUPERSEDED SURVEY CONTROL
 KE0179
 KE0179  NGVD 29 (??/??/92)  238.203  (m)          781.50   (f) ADJ UNCH    1 2
 KE0179
 KE0179.Superseded values are not recommended for survey control.
 KE0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0179.See file dsdata.txt to determine how the superseded data were derived.
 KE0179
 KE0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD353536(NAD 83)
 KE0179_MARKER: B = BOLT
 KE0179_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KE0179_SP_SET: BUILDING
 KE0179_MARK LOGO: NONE  
 KE0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE0179+STABILITY: POSITION/ELEVATION WELL
 KE0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0179+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 KE0179
 KE0179  HISTORY     - Date     Condition        Report By
 KE0179  HISTORY     - UNK      MONUMENTED       MORC
 KE0179  HISTORY     - 1948     GOOD             NGS
 KE0179  HISTORY     - 1951     GOOD             NGS
 KE0179  HISTORY     - 19890822 GOOD             NGS
 KE0179  HISTORY     - 20050704 GOOD             GEOCAC
 KE0179
 KE0179                          STATION DESCRIPTION
 KE0179
 KE0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0179'AT LEAVENWORTH.
 KE0179'AT LEAVENWORTH, 480.0 FEET WEST OF THE WEST END OF THE UNION
 KE0179'PACIFIC AND CHICAGO GREAT WESTERN RAILWAYS BRIDGE OVER THE
 KE0179'MISSOURI RIVER, AT THE SOUTHEAST CORNER OF SECOND AND CHOCTAW
 KE0179'STREETS, 163.0 FEET EAST OF THE CENTER LINE OF SECOND STREET, ON
 KE0179'THE NORTH SIDE OF THE CREAMER MANUFACTURING COMPANY BUILDING AND
 KE0179'UNDER THE PLATFORM (BUILDING WAS FORMERLY OCCUPIED BY GREAT
 KE0179'WESTERN STOVE CO.), 37.0 FEET WEST OF THE NORTHEAST CORNER OF THE
 KE0179'BRICK BUILDING, 3.4 FEET WEST OF THE NORTHEAST CORNER OF THE OLD
 KE0179'PART OF THE BUILDING (NEW SECTION HAS BEEN ADDED), 10.6 FEET WEST
 KE0179'OF DOOR 4, 4.9 FEET ABOVE GROUND LEVEL, 2.2 FEET BELOW THE
 KE0179'PLATFORM, 0.8 FOOT EAST OF THE THIRD WINDOW WEST OF THE NORTHEAST
 KE0179'CORNER OF THE BUILDING, THE CENTER OF A PUNCH MARK IN THE HEAD OF
 KE0179'A COPPER BOLT LEADED HORIZONTALLY IN THE WALL AND SURROUNDED BY
 KE0179'THE LETTERS USPBM CUT IN THE WALL.
 KE0179
 KE0179                          STATION RECOVERY (1951)
 KE0179
 KE0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0179'RECOVERED IN GOOD CONDITION.
 KE0179
 KE0179                          STATION RECOVERY (1989)
 KE0179
 KE0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0179'RECOVERED IN GOOD CONDITION.
 KE0179
 KE0179                          STATION RECOVERY (2005)
 KE0179
 KE0179'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0179'HANDHELD GPS COORDINATES N39 19 00.4 W94 54 35.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0181 ***********************************************************************
 JF0181  DESIGNATION -  25+250
 JF0181  PID         -  JF0181
 JF0181  STATE/COUNTY-  KS/GREENWOOD
 JF0181  USGS QUAD   -  LAMONT (1967)
 JF0181
 JF0181                         *CURRENT SURVEY CONTROL
 JF0181  ___________________________________________________________________
 JF0181* NAD 83(1986)-  38 03 59.     (N)    096 06 22.     (W)     SCALED    
 JF0181* NAVD 88     -       336.342  (meters)    1103.48   (feet)  ADJUSTED  
 JF0181  ___________________________________________________________________
 JF0181  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF0181  DYNAMIC HT  -         336.091 (meters)    1102.66  (feet)  COMP
 JF0181  MODELED GRAV-     979,875.3   (mgal)                       NAVD 88
 JF0181
 JF0181  VERT ORDER  -  SECOND    CLASS 0
 JF0181
 JF0181.The horizontal coordinates were scaled from a topographic map and have
 JF0181.an estimated accuracy of +/- 6 seconds.
 JF0181
 JF0181.The orthometric height was determined by differential leveling
 JF0181.and adjusted by the National Geodetic Survey in June 1991..
 JF0181
 JF0181.The geoid height was determined by GEOID03.
 JF0181
 JF0181.The dynamic height is computed by dividing the NAVD 88
 JF0181.geopotential number by the normal gravity value computed on the
 JF0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0181.degrees latitude (g = 980.6199 gals.).
 JF0181
 JF0181.The modeled gravity was interpolated from observed gravity values.
 JF0181
 JF0181;                    North         East    Units  Estimated Accuracy
 JF0181;SPC KS S     -   558,050.      610,040.      MT  (+/- 180 meters Scaled)
 JF0181
 JF0181                          SUPERSEDED SURVEY CONTROL
 JF0181
 JF0181  NGVD 29 (??/??/92)  336.203  (m)         1103.03   (f) ADJ UNCH    2 0
 JF0181
 JF0181.Superseded values are not recommended for survey control.
 JF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0181.See file dsdata.txt to determine how the superseded data were derived.
 JF0181
 JF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH538171(NAD 83)
 JF0181_MARKER: B = BOLT
 JF0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0181+STABILITY: SURFACE MOTION
 JF0181
 JF0181  HISTORY     - Date     Condition        Report By
 JF0181  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0181  HISTORY     - 1933     GOOD             NGS
 JF0181  HISTORY     - 1976     MARK NOT FOUND   NGS
 JF0181
 JF0181                          STATION DESCRIPTION
 JF0181
 JF0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JF0181'0.8 MI N FROM BISBEE.
 JF0181'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0181'FROM BISBEE, GREENWOOD COUNTY, 250 FEET SOUTH OF MILEPOST 25,
 JF0181'AND 46 FEET WEST OF THE CENTERLINE OF THE TRACK.  A BOLT, SET
 JF0181'IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES ABOVE GROUND.
 JF0181
 JF0181                          STATION RECOVERY (1976)
 JF0181
 JF0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0178 ***********************************************************************
 KE0178  DESIGNATION -  253
 KE0178  PID         -  KE0178
 KE0178  STATE/COUNTY-  KS/LEAVENWORTH
 KE0178  USGS QUAD   -  LEAVENWORTH (1984)
 KE0178
 KE0178                         *CURRENT SURVEY CONTROL
 KE0178  ___________________________________________________________________
 KE0178* NAD 83(1986)-  39 19 05.     (N)    094 54 33.     (W)     SCALED    
 KE0178* NAVD 88     -       236.204  (meters)     774.95   (feet)  ADJUSTED  
 KE0178  ___________________________________________________________________
 KE0178  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KE0178  DYNAMIC HT  -         236.055 (meters)     774.46  (feet)  COMP
 KE0178  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 KE0178
 KE0178  VERT ORDER  -  FIRST     CLASS II
 KE0178
 KE0178.The horizontal coordinates were scaled from a topographic map and have
 KE0178.an estimated accuracy of +/- 6 seconds.
 KE0178
 KE0178.The orthometric height was determined by differential leveling
 KE0178.and adjusted by the National Geodetic Survey in June 1991..
 KE0178.WARNING-Repeat measurements at this control monument indicate possible
 KE0178.vertical movement.
 KE0178
 KE0178.The geoid height was determined by GEOID03.
 KE0178
 KE0178.The dynamic height is computed by dividing the NAVD 88
 KE0178.geopotential number by the normal gravity value computed on the
 KE0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0178.degrees latitude (g = 980.6199 gals.).
 KE0178
 KE0178.The modeled gravity was interpolated from observed gravity values.
 KE0178
 KE0178;                    North         East    Units  Estimated Accuracy
 KE0178;SPC KS N     -   113,860.      666,480.      MT  (+/- 180 meters Scaled)
 KE0178
 KE0178                          SUPERSEDED SURVEY CONTROL
 KE0178
 KE0178  NGVD 29 (??/??/92)  236.117  (m)          774.66   (f) ADJ UNCH    1 2
 KE0178
 KE0178.Superseded values are not recommended for survey control.
 KE0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0178.See file dsdata.txt to determine how the superseded data were derived.
 KE0178
 KE0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD354538(NAD 83)
 KE0178_MARKER: B = BOLT
 KE0178_SETTING: 0 = UNSPECIFIED SETTING
 KE0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0178
 KE0178  HISTORY     - Date     Condition        Report By
 KE0178  HISTORY     - UNK      MONUMENTED       MORC
 KE0178  HISTORY     - 1948     GOOD             NGS
 KE0178  HISTORY     - 1951     GOOD             NGS
 KE0178  HISTORY     - 20050704 MARK NOT FOUND   GEOCAC
 KE0178
 KE0178                          STATION DESCRIPTION
 KE0178
 KE0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0178'AT LEAVENWORTH.
 KE0178'AT LEAVENWORTH, ON THE EAST SIDE OF MAIN STREET, AT THE CORNER
 KE0178'OF MAIN AND CHEROKEE STREETS, 81.4 FEET SOUTHWEST OF THE SOUTHWEST
 KE0178'CORNER OF THE UNION STATION, 59.5 FEET NORTH OF THE SOUTHEAST
 KE0178'END OF THE WALL, 31.8 FEET EAST OF THE CENTER LINE OF MAIN STREET,
 KE0178'2.6 FEET ABOVE GROUND LEVEL, THE CENTER OF A PUNCH MARK IN THE
 KE0178'HEAD OF A COPPER BOLT LEADED HORIZONTALLY IN A RETAINING WALL.
 KE0178
 KE0178                          STATION RECOVERY (1951)
 KE0178
 KE0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0178'RECOVERED IN GOOD CONDITION.
 KE0178
 KE0178                          STATION RECOVERY (2005)
 KE0178
 KE0178'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0178'THE UNION STATION IS NOW A COMMUNITY CENTER, AND AN ADDITION HAS BEEN
 KE0178'ADDED TO THE SOUTH OF THE ORIGINAL BUILDING. THE RETAINING WALL IS THE
 KE0178'LOWER PORTION OF THE WEST WALL OF THE ADDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0173 ***********************************************************************
 KE0173  DESIGNATION -  255
 KE0173  PID         -  KE0173
 KE0173  STATE/COUNTY-  KS/LEAVENWORTH
 KE0173  USGS QUAD   -  LEAVENWORTH (1984)
 KE0173
 KE0173                         *CURRENT SURVEY CONTROL
 KE0173  ___________________________________________________________________
 KE0173* NAD 83(1986)-  39 20 58.     (N)    094 54 46.     (W)     SCALED    
 KE0173* NAVD 88     -       240.271  (meters)     788.29   (feet)  ADJUSTED  
 KE0173  ___________________________________________________________________
 KE0173  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KE0173  DYNAMIC HT  -         240.120 (meters)     787.79  (feet)  COMP
 KE0173  MODELED GRAV-     979,994.2   (mgal)                       NAVD 88
 KE0173
 KE0173  VERT ORDER  -  FIRST     CLASS II
 KE0173
 KE0173.The horizontal coordinates were scaled from a topographic map and have
 KE0173.an estimated accuracy of +/- 6 seconds.
 KE0173
 KE0173.The orthometric height was determined by differential leveling
 KE0173.and adjusted by the National Geodetic Survey in June 1991..
 KE0173
 KE0173.The geoid height was determined by GEOID03.
 KE0173
 KE0173.The dynamic height is computed by dividing the NAVD 88
 KE0173.geopotential number by the normal gravity value computed on the
 KE0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0173.degrees latitude (g = 980.6199 gals.).
 KE0173
 KE0173.The modeled gravity was interpolated from observed gravity values.
 KE0173
 KE0173;                    North         East    Units  Estimated Accuracy
 KE0173;SPC KS N     -   117,340.      666,050.      MT  (+/- 180 meters Scaled)
 KE0173
 KE0173                          SUPERSEDED SURVEY CONTROL
 KE0173
 KE0173  NGVD 29 (??/??/92)  240.183  (m)          788.00   (f) ADJ UNCH    1 2
 KE0173
 KE0173.Superseded values are not recommended for survey control.
 KE0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0173.See file dsdata.txt to determine how the superseded data were derived.
 KE0173
 KE0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD351573(NAD 83)
 KE0173_MARKER: B = BOLT
 KE0173_SETTING: 0 = UNSPECIFIED SETTING
 KE0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0173
 KE0173  HISTORY     - Date     Condition        Report By
 KE0173  HISTORY     - UNK      MONUMENTED       MORC
 KE0173  HISTORY     - 1958     GOOD             NGS
 KE0173  HISTORY     - 1983     MARK NOT FOUND   USGS
 KE0173
 KE0173                          STATION DESCRIPTION
 KE0173
 KE0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0173'AT FORT LEAVENWORTH.
 KE0173'AT FORT LEAVENWORTH, IN THE SOUTH FACE OF THE WEST ABUTMENT
 KE0173'OF STATE HIGHWAY 92 BRIDGE OVER THE MISSOURI RIVER (FORMERLY
 KE0173'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY BRIDGE), IN THE
 KE0173'FOURTH COURSE OF MASONRY ABOVE THE GROUND, 3.4 FEET WEST OF
 KE0173'THE SOUTHEAST CORNER OF THE ABUTMENT, 10.7 FEET WEST OF THE WEST
 KE0173'RAIL OF THE MISSOURI PACIFIC RAILROAD, 3.1 FEET ABOVE GROUND
 KE0173'LEVEL.  THE CENTER OF A PUNCH MARK IN THE HEAD OF A COPPER BOLT
 KE0173'LEADED HORIZONTALLY INTO THE ABUTMENT AND SURROUNDED BY THE
 KE0173'LETTERS USPBM CUT IN THE MASONRY.
 KE0173
 KE0173                          STATION RECOVERY (1983)
 KE0173
 KE0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KE0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0699 ***********************************************************************
 JF0699  DESIGNATION -  25+5140
 JF0699  PID         -  JF0699
 JF0699  STATE/COUNTY-  KS/MARION
 JF0699  USGS QUAD   -  HILLSBORO (1985)
 JF0699
 JF0699                         *CURRENT SURVEY CONTROL
 JF0699  ___________________________________________________________________
 JF0699* NAD 83(1986)-  38 21 52.     (N)    097 14 55.     (W)     SCALED    
 JF0699* NAVD 88     -       454.352  (meters)    1490.65   (feet)  ADJUSTED  
 JF0699  ___________________________________________________________________
 JF0699  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 JF0699  DYNAMIC HT  -         454.011 (meters)    1489.53  (feet)  COMP
 JF0699  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 JF0699
 JF0699  VERT ORDER  -  FIRST     CLASS II
 JF0699
 JF0699.The horizontal coordinates were scaled from a topographic map and have
 JF0699.an estimated accuracy of +/- 6 seconds.
 JF0699
 JF0699.The orthometric height was determined by differential leveling
 JF0699.and adjusted by the National Geodetic Survey in July 2002..
 JF0699
 JF0699.The geoid height was determined by GEOID03.
 JF0699
 JF0699.The dynamic height is computed by dividing the NAVD 88
 JF0699.geopotential number by the normal gravity value computed on the
 JF0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0699.degrees latitude (g = 980.6199 gals.).
 JF0699
 JF0699.The modeled gravity was interpolated from observed gravity values.
 JF0699
 JF0699;                    North         East    Units  Estimated Accuracy
 JF0699;SPC KS S     -   589,170.      509,360.      MT  (+/- 180 meters Scaled)
 JF0699
 JF0699                          SUPERSEDED SURVEY CONTROL
 JF0699
 JF0699  NAVD 88 (06/15/91)  454.342  (m)         1490.62   (f) UNKNOWN     1 2
 JF0699  NGVD 29 (??/??/92)  454.164  (m)         1490.04   (f) ADJ UNCH    1 2
 JF0699
 JF0699.Superseded values are not recommended for survey control.
 JF0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0699.See file dsdata.txt to determine how the superseded data were derived.
 JF0699
 JF0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH530477(NAD 83)
 JF0699_MARKER: B = BOLT
 JF0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0699_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0699+STABILITY: SURFACE MOTION
 JF0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF0699+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1998
 JF0699
 JF0699  HISTORY     - Date     Condition        Report By
 JF0699  HISTORY     - UNK      MONUMENTED       CGS
 JF0699  HISTORY     - 1934     GOOD             NGS
 JF0699  HISTORY     - 19980105 GOOD             NGS
 JF0699
 JF0699                          STATION DESCRIPTION
 JF0699
 JF0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0699'2.7 MI W FROM HILLSBORO.
 JF0699'2.7 MILES WEST BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0699'FE R.R. CO. 140 FT. EAST OF MILE POST 23.  49 FT. R. OR NORTH OF
 JF0699'THE CENTER LINE OF THE TRACK.
 JF0699
 JF0699                          STATION RECOVERY (1998)
 JF0699
 JF0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 JF0699'0.6 KM (0.35 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 JF0699'IN LEHIGH, THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG A COUNTY ROAD,
 JF0699'THENCE 5.0 KM (3.10 MI) EASTERLY ALONG U.S.  HIGHWAY 56, THENCE 0.3 KM
 JF0699'(0.20 MI) NORTHWEST ALONG A RAILROAD GRADE (TRACKS REMOVED) , 51.5 M
 JF0699'(169.0 FT) SOUTHEAST OF A FENCE CORNER, 20.4 M (66.9 FT) NORTHWEST OF
 JF0699'THE CENTER OF A FIELD ENTRANCE AND GATE, 15.0 M (49.2 FT) NORTHEAST OF
 JF0699'THE CENTER OF THE GRADE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE GRADE,
 JF0699'0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE, A BOLT IN A
 JF0699'CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 JF0699'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0003 ***********************************************************************
 JF0003  DESIGNATION -  25+5149
 JF0003  PID         -  JF0003
 JF0003  STATE/COUNTY-  KS/WABAUNSEE
 JF0003  USGS QUAD   -  HESSDALE (1983)
 JF0003
 JF0003                         *CURRENT SURVEY CONTROL
 JF0003  ___________________________________________________________________
 JF0003* NAD 83(1986)-  38 54 57.     (N)    096 12 58.     (W)     SCALED    
 JF0003* NAVD 88     -       360.882  (meters)    1183.99   (feet)  ADJUSTED  
 JF0003  ___________________________________________________________________
 JF0003  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 JF0003  DYNAMIC HT  -         360.633 (meters)    1183.18  (feet)  COMP
 JF0003  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 JF0003
 JF0003  VERT ORDER  -  SECOND    CLASS 0
 JF0003
 JF0003.The horizontal coordinates were scaled from a topographic map and have
 JF0003.an estimated accuracy of +/- 6 seconds.
 JF0003
 JF0003.The orthometric height was determined by differential leveling
 JF0003.and adjusted by the National Geodetic Survey in June 1991..
 JF0003
 JF0003.The geoid height was determined by GEOID03.
 JF0003
 JF0003.The dynamic height is computed by dividing the NAVD 88
 JF0003.geopotential number by the normal gravity value computed on the
 JF0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0003.degrees latitude (g = 980.6199 gals.).
 JF0003
 JF0003.The modeled gravity was interpolated from observed gravity values.
 JF0003
 JF0003;                    North         East    Units  Estimated Accuracy
 JF0003;SPC KS N     -    66,190.      554,700.      MT  (+/- 180 meters Scaled)
 JF0003
 JF0003                          SUPERSEDED SURVEY CONTROL
 JF0003
 JF0003  NGVD 29 (??/??/92)  360.742  (m)         1183.53   (f) ADJ UNCH    2 0
 JF0003
 JF0003.Superseded values are not recommended for survey control.
 JF0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0003.See file dsdata.txt to determine how the superseded data were derived.
 JF0003
 JF0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ413111(NAD 83)
 JF0003_MARKER: B = BOLT
 JF0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0003+STABILITY: SURFACE MOTION
 JF0003
 JF0003  HISTORY     - Date     Condition        Report By
 JF0003  HISTORY     - UNK      MONUMENTED       CGS
 JF0003  HISTORY     - 1934     GOOD             NGS
 JF0003  HISTORY     - 1970     MARK NOT FOUND   USGS
 JF0003
 JF0003                          STATION DESCRIPTION
 JF0003
 JF0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0003'0.4 MI W FROM HALIFAX.
 JF0003'ALONG A.T. AND S.F. R.R., 45 YDS. E OF MP 26.  MARK IS 10 YDS.
 JF0003'N. OF CENTERLINE OF TRACK, ON POLE LINE, 15 YDS. E. OF RAIL
 JF0003'TRACK, 120 YDS. E. OF BRIDGE 26-A AND 2 FEET W. OF FIRST POLE
 JF0003'E. OF MP.  NOTE-- THE FOLLOWING REFERENCE MARKS HAVE BEEN
 JF0003'DESTROYED-- THE FIRST POLE EAST OF MILEPOST 26, A RAIL RACK,
 JF0003'AND A LINE OF POLES IN WHICH THE MARK WAS SET ALSO THE
 JF0003'STAMPING ON THE BOLT HEAD IS NOT LEGIBLE.
 JF0003
 JF0003                          STATION RECOVERY (1970)
 JF0003
 JF0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JF0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0180 ***********************************************************************
 JF0180  DESIGNATION -  25+5180
 JF0180  PID         -  JF0180
 JF0180  STATE/COUNTY-  KS/GREENWOOD
 JF0180  USGS QUAD   -  LAMONT (1967)
 JF0180
 JF0180                         *CURRENT SURVEY CONTROL
 JF0180  ___________________________________________________________________
 JF0180* NAD 83(1986)-  38 03 11.     (N)    096 06 30.     (W)     SCALED    
 JF0180* NAVD 88     -       345.029  (meters)    1131.98   (feet)  ADJUSTED  
 JF0180  ___________________________________________________________________
 JF0180  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF0180  DYNAMIC HT  -         344.772 (meters)    1131.14  (feet)  COMP
 JF0180  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 JF0180
 JF0180  VERT ORDER  -  SECOND    CLASS 0
 JF0180
 JF0180.The horizontal coordinates were scaled from a topographic map and have
 JF0180.an estimated accuracy of +/- 6 seconds.
 JF0180
 JF0180.The orthometric height was determined by differential leveling
 JF0180.and adjusted by the National Geodetic Survey in June 1991..
 JF0180
 JF0180.The geoid height was determined by GEOID03.
 JF0180
 JF0180.The dynamic height is computed by dividing the NAVD 88
 JF0180.geopotential number by the normal gravity value computed on the
 JF0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0180.degrees latitude (g = 980.6199 gals.).
 JF0180
 JF0180.The modeled gravity was interpolated from observed gravity values.
 JF0180
 JF0180;                    North         East    Units  Estimated Accuracy
 JF0180;SPC KS S     -   556,560.      609,880.      MT  (+/- 180 meters Scaled)
 JF0180
 JF0180                          SUPERSEDED SURVEY CONTROL
 JF0180
 JF0180  NGVD 29 (??/??/92)  344.888  (m)         1131.52   (f) ADJ UNCH    2 0
 JF0180
 JF0180.Superseded values are not recommended for survey control.
 JF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0180.See file dsdata.txt to determine how the superseded data were derived.
 JF0180
 JF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH537156(NAD 83)
 JF0180_MARKER: B = BOLT
 JF0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0180+STABILITY: SURFACE MOTION
 JF0180
 JF0180  HISTORY     - Date     Condition        Report By
 JF0180  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0180  HISTORY     - 1933     GOOD             NGS
 JF0180  HISTORY     - 1976     MARK NOT FOUND   NGS
 JF0180
 JF0180                          STATION DESCRIPTION
 JF0180
 JF0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JF0180'0.2 MI S FROM BISBEE.
 JF0180'0.2 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0180'FROM BISBEE, GREENWOOD COUNTY, 100 FEET NORTH OF MILEPOST 26,
 JF0180'AND 48 FEET EAST OF THE CENTERLINE OF THE TRACK.  A BOLT,
 JF0180'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 JF0180
 JF0180                          STATION RECOVERY (1976)
 JF0180
 JF0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0164 ***********************************************************************
 KE0164  DESIGNATION -  258=80/1 BOLT
 KE0164  PID         -  KE0164
 KE0164  STATE/COUNTY-  KS/LEAVENWORTH
 KE0164  USGS QUAD   -  WESTON (1984)
 KE0164
 KE0164                         *CURRENT SURVEY CONTROL
 KE0164  ___________________________________________________________________
 KE0164* NAD 83(1986)-  39 22 42.     (N)    094 55 40.     (W)     SCALED    
 KE0164* NAVD 88     -       234.389  (meters)     768.99   (feet)  ADJUSTED  
 KE0164  ___________________________________________________________________
 KE0164  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KE0164  DYNAMIC HT  -         234.243 (meters)     768.51  (feet)  COMP
 KE0164  MODELED GRAV-     979,996.1   (mgal)                       NAVD 88
 KE0164
 KE0164  VERT ORDER  -  FIRST     CLASS II
 KE0164
 KE0164.The horizontal coordinates were scaled from a topographic map and have
 KE0164.an estimated accuracy of +/- 6 seconds.
 KE0164
 KE0164.The orthometric height was determined by differential leveling
 KE0164.and adjusted by the National Geodetic Survey in June 1991..
 KE0164
 KE0164.The geoid height was determined by GEOID03.
 KE0164
 KE0164.The dynamic height is computed by dividing the NAVD 88
 KE0164.geopotential number by the normal gravity value computed on the
 KE0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0164.degrees latitude (g = 980.6199 gals.).
 KE0164
 KE0164.The modeled gravity was interpolated from observed gravity values.
 KE0164
 KE0164;                    North         East    Units  Estimated Accuracy
 KE0164;SPC KS N     -   120,500.      664,650.      MT  (+/- 180 meters Scaled)
 KE0164
 KE0164                          SUPERSEDED SURVEY CONTROL
 KE0164
 KE0164  NGVD 29 (??/??/92)  234.298  (m)          768.69   (f) ADJ UNCH    1 2
 KE0164
 KE0164.Superseded values are not recommended for survey control.
 KE0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0164.See file dsdata.txt to determine how the superseded data were derived.
 KE0164
 KE0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD339605(NAD 83)
 KE0164_MARKER: B = BOLT
 KE0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0164_SP_SET: STONE
 KE0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0164+STABILITY: SURFACE MOTION
 KE0164
 KE0164  HISTORY     - Date     Condition        Report By
 KE0164  HISTORY     - UNK      MONUMENTED       MORC
 KE0164  HISTORY     - 1948     GOOD             NGS
 KE0164  HISTORY     - 1951     GOOD             NGS
 KE0164
 KE0164                          STATION DESCRIPTION
 KE0164
 KE0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0164'1.8 MI NW FROM FORT LEAVENWORTH.
 KE0164'1.75 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM
 KE0164'THE STATION AT FORT LEAVENWORTH, 0.9 MILE NORTHWEST OF MAIN
 KE0164'ENTRANCE TO SHERMAN FIELD, 1.2 MILE SOUTHEAST OF BRIDGE OVER SALT
 KE0164'CREEK, AT THE NORTHWEST CORNER OF SHERMAN FIELD, 206.0 FEET
 KE0164'WEST NORTHWEST OF THE END OF A DIKE ROAD WHICH FOLLOWS THE NORTH
 KE0164'AND EAST EDGE OF THE AIRFIELD, 187.0 FEET WEST NORTHWEST OF MILEPOST
 KE0164'314, 24.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI
 KE0164'PACIFIC TRACK, 1.0 FOOT NORTHWEST OF A REFERENCE POST, A COPPER
 KE0164'BOLT LEADED IN A STONE SET ABOUT 3.5 FEET UNDERGROUND, ACCESS
 KE0164'TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 KE0164'COMMISSION IRON CAP AND WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 KE0164
 KE0164                          STATION RECOVERY (1951)
 KE0164
 KE0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0165 ***********************************************************************
 KE0165  DESIGNATION -  258=80/1 CAP
 KE0165  PID         -  KE0165
 KE0165  STATE/COUNTY-  KS/LEAVENWORTH
 KE0165  USGS QUAD   -  WESTON (1984)
 KE0165
 KE0165                         *CURRENT SURVEY CONTROL
 KE0165  ___________________________________________________________________
 KE0165* NAD 83(1986)-  39 22 41.     (N)    094 55 40.     (W)     SCALED    
 KE0165* NAVD 88     -       235.632  (meters)     773.07   (feet)  ADJUSTED  
 KE0165  ___________________________________________________________________
 KE0165  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KE0165  DYNAMIC HT  -         235.485 (meters)     772.59  (feet)  COMP
 KE0165  MODELED GRAV-     979,996.0   (mgal)                       NAVD 88
 KE0165
 KE0165  VERT ORDER  -  FIRST     CLASS II
 KE0165
 KE0165.The horizontal coordinates were scaled from a topographic map and have
 KE0165.an estimated accuracy of +/- 6 seconds.
 KE0165
 KE0165.The orthometric height was determined by differential leveling
 KE0165.and adjusted by the National Geodetic Survey in June 1991..
 KE0165
 KE0165.The geoid height was determined by GEOID03.
 KE0165
 KE0165.The dynamic height is computed by dividing the NAVD 88
 KE0165.geopotential number by the normal gravity value computed on the
 KE0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0165.degrees latitude (g = 980.6199 gals.).
 KE0165
 KE0165.The modeled gravity was interpolated from observed gravity values.
 KE0165
 KE0165;                    North         East    Units  Estimated Accuracy
 KE0165;SPC KS N     -   120,470.      664,650.      MT  (+/- 180 meters Scaled)
 KE0165
 KE0165                          SUPERSEDED SURVEY CONTROL
 KE0165
 KE0165  NGVD 29 (??/??/92)  235.540  (m)          772.77   (f) ADJ UNCH    1 2
 KE0165
 KE0165.Superseded values are not recommended for survey control.
 KE0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0165.See file dsdata.txt to determine how the superseded data were derived.
 KE0165
 KE0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD339605(NAD 83)
 KE0165_MARKER: P = PIPE CAP
 KE0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0165
 KE0165  HISTORY     - Date     Condition        Report By
 KE0165  HISTORY     - UNK      MONUMENTED       MORC
 KE0165  HISTORY     - 1948     GOOD             NGS
 KE0165  HISTORY     - 1951     GOOD             NGS
 KE0165
 KE0165                          STATION DESCRIPTION
 KE0165
 KE0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0165'1.8 MI NW FROM FORT LEAVENWORTH.
 KE0165'1.75 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0165'STATION AT FORT LEAVENWORTH, 0.9 MILE NORTHWEST OF MAIN ENTRANCE
 KE0165'TO SHERMAN FIELD, 1.2 MILE SOUTHEAST OF BRIDGE OVER SALT CREEK,
 KE0165'AT THE NORTHWEST CORNER OF SHERMAN FIELD, 206.0 FEET WEST NORTHWEST
 KE0165'OF THE END OF A DIKE ROAD WHICH FOLLOWS THE NORTH AND EAST EDGE
 KE0165'OF THE AIRFIELD, 187.0 FEET WEST NORTHWEST OF MILEPOST 314, 24.4
 KE0165'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC
 KE0165'TRACK, 1.0 FOOT NORTHWEST OF A REFERENCE POST, A MISSOURI RIVER
 KE0165'COMMISSION IRON CAP BOLTED ON TOP OF A 4-INCH IRON PIPE PROJECTING
 KE0165'0.7 FOOT ABOVE THE GROUND.
 KE0165
 KE0165                          STATION RECOVERY (1951)
 KE0165
 KE0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0163 ***********************************************************************
 KE0163  DESIGNATION -  259 BOLT
 KE0163  PID         -  KE0163
 KE0163  STATE/COUNTY-  KS/LEAVENWORTH
 KE0163  USGS QUAD   -  WESTON (1984)
 KE0163
 KE0163                         *CURRENT SURVEY CONTROL
 KE0163  ___________________________________________________________________
 KE0163* NAD 83(1986)-  39 23 14.     (N)    094 56 47.     (W)     SCALED    
 KE0163* NAVD 88     -       235.774  (meters)     773.54   (feet)  ADJUSTED  
 KE0163  ___________________________________________________________________
 KE0163  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KE0163  DYNAMIC HT  -         235.626 (meters)     773.05  (feet)  COMP
 KE0163  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 KE0163
 KE0163  VERT ORDER  -  FIRST     CLASS II
 KE0163
 KE0163.The horizontal coordinates were scaled from a topographic map and have
 KE0163.an estimated accuracy of +/- 6 seconds.
 KE0163
 KE0163.The orthometric height was determined by differential leveling
 KE0163.and adjusted by the National Geodetic Survey in June 1991..
 KE0163
 KE0163.The geoid height was determined by GEOID03.
 KE0163
 KE0163.The dynamic height is computed by dividing the NAVD 88
 KE0163.geopotential number by the normal gravity value computed on the
 KE0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0163.degrees latitude (g = 980.6199 gals.).
 KE0163
 KE0163.The modeled gravity was interpolated from observed gravity values.
 KE0163
 KE0163;                    North         East    Units  Estimated Accuracy
 KE0163;SPC KS N     -   121,430.      663,020.      MT  (+/- 180 meters Scaled)
 KE0163
 KE0163                          SUPERSEDED SURVEY CONTROL
 KE0163
 KE0163  NGVD 29 (??/??/92)  235.682  (m)          773.23   (f) ADJ UNCH    1 2
 KE0163
 KE0163.Superseded values are not recommended for survey control.
 KE0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0163.See file dsdata.txt to determine how the superseded data were derived.
 KE0163
 KE0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD323615(NAD 83)
 KE0163_MARKER: B = BOLT
 KE0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0163_SP_SET: STONE
 KE0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0163+STABILITY: SURFACE MOTION
 KE0163
 KE0163  HISTORY     - Date     Condition        Report By
 KE0163  HISTORY     - UNK      MONUMENTED       MORC
 KE0163  HISTORY     - 1948     GOOD             NGS
 KE0163  HISTORY     - 1951     GOOD             NGS
 KE0163
 KE0163                          STATION DESCRIPTION
 KE0163
 KE0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0163'3 MI NW FROM FORT LEAVENWORTH.
 KE0163'3.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM
 KE0163'THE STATION AT FORT LEAVENWORTH, 1.65 MILE SOUTHEAST OF THE
 KE0163'CROSSING OF A DIRT ROAD AND THE RAILROAD AT KICKAPOO, ABOUT 0.25
 KE0163'MILE SOUTHEAST OF A ROAD CROSSING, 47.3 FEET NORTHWEST OF THE
 KE0163'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF BRIDGE 95 OVER SALT
 KE0163'CREEK, 26.0 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE, 22.5 FEET
 KE0163'SOUTHWEST OF AND 4.0 FEET LOWER THAN THE SOUTHWEST RAIL OF THE
 KE0163'MISSOURI PACIFIC TRACK, 2.0 FEET SOUTHEAST OF A REFERENCE POST,
 KE0163'A COPPER BOLT LEADED IN A STONE SET ABOUT 3.0 FEET UNDERGROUND,
 KE0163'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI
 KE0163'RIVER COMMISSION IRON CAP AND PROJECTING 1.0 FOOT ABOVE THE
 KE0163'GROUND.
 KE0163
 KE0163                          STATION RECOVERY (1951)
 KE0163
 KE0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0162 ***********************************************************************
 KE0162  DESIGNATION -  259 CAP
 KE0162  PID         -  KE0162
 KE0162  STATE/COUNTY-  KS/LEAVENWORTH
 KE0162  USGS QUAD   -  WESTON (1984)
 KE0162
 KE0162                         *CURRENT SURVEY CONTROL
 KE0162  ___________________________________________________________________
 KE0162* NAD 83(1986)-  39 23 15.     (N)    094 56 47.     (W)     SCALED    
 KE0162* NAVD 88     -       237.011  (meters)     777.59   (feet)  ADJUSTED  
 KE0162  ___________________________________________________________________
 KE0162  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KE0162  DYNAMIC HT  -         236.863 (meters)     777.11  (feet)  COMP
 KE0162  MODELED GRAV-     979,997.0   (mgal)                       NAVD 88
 KE0162
 KE0162  VERT ORDER  -  FIRST     CLASS II
 KE0162
 KE0162.The horizontal coordinates were scaled from a topographic map and have
 KE0162.an estimated accuracy of +/- 6 seconds.
 KE0162
 KE0162.The orthometric height was determined by differential leveling
 KE0162.and adjusted by the National Geodetic Survey in June 1991..
 KE0162
 KE0162.The geoid height was determined by GEOID03.
 KE0162
 KE0162.The dynamic height is computed by dividing the NAVD 88
 KE0162.geopotential number by the normal gravity value computed on the
 KE0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0162.degrees latitude (g = 980.6199 gals.).
 KE0162
 KE0162.The modeled gravity was interpolated from observed gravity values.
 KE0162
 KE0162;                    North         East    Units  Estimated Accuracy
 KE0162;SPC KS N     -   121,460.      663,010.      MT  (+/- 180 meters Scaled)
 KE0162
 KE0162                          SUPERSEDED SURVEY CONTROL
 KE0162
 KE0162  NGVD 29 (??/??/92)  236.920  (m)          777.29   (f) ADJ UNCH    1 2
 KE0162
 KE0162.Superseded values are not recommended for survey control.
 KE0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0162.See file dsdata.txt to determine how the superseded data were derived.
 KE0162
 KE0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD323615(NAD 83)
 KE0162_MARKER: P = PIPE CAP
 KE0162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0162_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0162
 KE0162  HISTORY     - Date     Condition        Report By
 KE0162  HISTORY     - UNK      MONUMENTED       MORC
 KE0162  HISTORY     - 1948     GOOD             NGS
 KE0162  HISTORY     - 1951     GOOD             NGS
 KE0162
 KE0162                          STATION DESCRIPTION
 KE0162
 KE0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0162'3 MI NW FROM FORT LEAVENWORTH.
 KE0162'3.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0162'STATION AT FORT LEAVENWORTH, 1.65 MILE SOUTHEAST OF THE CROSSING
 KE0162'OF A DIRT ROAD AND THE RAILROAD AT KICKAPOO, ABOUT 0.25 MILE
 KE0162'SOUTHEAST OF A ROAD CROSSING, 47.3 FEET NORTHWEST OF THE SOUTHWEST
 KE0162'END OF THE NORTHWEST ABUTMENT OF BRIDGE 95 OVER SALT CREEK,
 KE0162'26.0 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE, 22.5 FEET SOUTHWEST
 KE0162'OF AND 4.0 FEET LOWER THAN THE SOUTHWEST RAIL OF THE MISSOURI
 KE0162'PACIFIC TRACK, 2.0 FEET SOUTHEAST OF A REFERENCE POST, A MISSOURI
 KE0162'RIVER COMMISSION IRON CAP BOLTED ON TOP OF A 4-INCH IRON PIPE
 KE0162'PROJECTING 1.0 FOOT ABOVE THE GROUND.
 KE0162
 KE0162                          STATION RECOVERY (1951)
 KE0162
 KE0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0704 ***********************************************************************
 KE0704  DESIGNATION -  26
 KE0704  PID         -  KE0704
 KE0704  STATE/COUNTY-  KS/JEFFERSON
 KE0704  USGS QUAD   -  VALLEY FALLS (1979)
 KE0704
 KE0704                         *CURRENT SURVEY CONTROL
 KE0704  ___________________________________________________________________
 KE0704* NAD 83(1986)-  39 20 25.     (N)    095 27 19.     (W)     SCALED    
 KE0704* NAVD 88     -       276.406  (meters)     906.84   (feet)  ADJUSTED  
 KE0704  ___________________________________________________________________
 KE0704  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KE0704  DYNAMIC HT  -         276.231 (meters)     906.27  (feet)  COMP
 KE0704  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 KE0704
 KE0704  VERT ORDER  -  SECOND    CLASS 0
 KE0704
 KE0704.The horizontal coordinates were scaled from a topographic map and have
 KE0704.an estimated accuracy of +/- 6 seconds.
 KE0704
 KE0704.The orthometric height was determined by differential leveling
 KE0704.and adjusted by the National Geodetic Survey in June 1991..
 KE0704
 KE0704.The geoid height was determined by GEOID03.
 KE0704
 KE0704.The dynamic height is computed by dividing the NAVD 88
 KE0704.geopotential number by the normal gravity value computed on the
 KE0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0704.degrees latitude (g = 980.6199 gals.).
 KE0704
 KE0704.The modeled gravity was interpolated from observed gravity values.
 KE0704
 KE0704;                    North         East    Units  Estimated Accuracy
 KE0704;SPC KS N     -   114,870.      619,340.      MT  (+/- 180 meters Scaled)
 KE0704
 KE0704                          SUPERSEDED SURVEY CONTROL
 KE0704
 KE0704  NGVD 29 (??/??/92)  276.305  (m)          906.51   (f) ADJ UNCH    2 0
 KE0704
 KE0704.Superseded values are not recommended for survey control.
 KE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0704.See file dsdata.txt to determine how the superseded data were derived.
 KE0704
 KE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD884574(NAD 83)
 KE0704_MARKER: Q = CHISELED SQUARE
 KE0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0704_SP_SET: BRIDGE
 KE0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0704
 KE0704  HISTORY     - Date     Condition        Report By
 KE0704  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0704  HISTORY     - 1950     GOOD             NGS
 KE0704
 KE0704                          STATION DESCRIPTION
 KE0704
 KE0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0704'0.4 MI S FROM VALLEY FALLS.
 KE0704'0.4 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0704'FROM THE STATION AT VALLEY FALLS, JEFFERSON COUNTY, AT THE
 KE0704'CROSSING OF STATE HIGHWAY 4, 28 FEET SOUTH OF THE CENTERLINE OF
 KE0704'THE HIGHWAY, 9 FEET WEST OF THE WEST RAIL, AT BRIDGE 26 B, AND
 KE0704'ON THE SOUTHWEST CORNER OF THE NORTH STONE ABUTMENT.  A CHISELED
 KE0704'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0372 ***********************************************************************
 HE0372  DESIGNATION -  26 B
 HE0372  PID         -  HE0372
 HE0372  STATE/COUNTY-  KS/CRAWFORD
 HE0372  USGS QUAD   -  WALNUT (1973)
 HE0372
 HE0372                         *CURRENT SURVEY CONTROL
 HE0372  ___________________________________________________________________
 HE0372* NAD 83(1986)-  37 35 56.     (N)    095 02 50.     (W)     SCALED    
 HE0372* NAVD 88     -       286.181  (meters)     938.91   (feet)  ADJUSTED  
 HE0372  ___________________________________________________________________
 HE0372  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HE0372  DYNAMIC HT  -         285.962 (meters)     938.19  (feet)  COMP
 HE0372  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 HE0372
 HE0372  VERT ORDER  -  SECOND    CLASS 0
 HE0372
 HE0372.The horizontal coordinates were scaled from a topographic map and have
 HE0372.an estimated accuracy of +/- 6 seconds.
 HE0372
 HE0372.The orthometric height was determined by differential leveling
 HE0372.and adjusted by the National Geodetic Survey in June 1991..
 HE0372
 HE0372.The geoid height was determined by GEOID03.
 HE0372
 HE0372.The dynamic height is computed by dividing the NAVD 88
 HE0372.geopotential number by the normal gravity value computed on the
 HE0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0372.degrees latitude (g = 980.6199 gals.).
 HE0372
 HE0372.The modeled gravity was interpolated from observed gravity values.
 HE0372
 HE0372;                    North         East    Units  Estimated Accuracy
 HE0372;SPC KS S     -   509,110.      704,830.      MT  (+/- 180 meters Scaled)
 HE0372
 HE0372                          SUPERSEDED SURVEY CONTROL
 HE0372
 HE0372  NGVD 29 (??/??/92)  286.061  (m)          938.52   (f) ADJ UNCH    2 0
 HE0372
 HE0372.Superseded values are not recommended for survey control.
 HE0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0372.See file dsdata.txt to determine how the superseded data were derived.
 HE0372
 HE0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB192632(NAD 83)
 HE0372_MARKER: X = CHISELED CROSS
 HE0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0372_SP_SET: BRIDGE
 HE0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0372
 HE0372  HISTORY     - Date     Condition        Report By
 HE0372  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0372  HISTORY     - 1934     GOOD             NGS
 HE0372
 HE0372                          STATION DESCRIPTION
 HE0372
 HE0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0372'1.5 MI E FROM WALNUT.
 HE0372'1.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0372'FROM THE STATION AT WALNUT, CRAWFORD COUNTY, AT BRIDGE 26 B,
 HE0372'ON THE TOP OF THE WEST END OF THE CONCRETE HEADWALL, 12.5 FEET
 HE0372'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER
 HE0372'THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0695 ***********************************************************************
 JF0695  DESIGNATION -  26+00
 JF0695  PID         -  JF0695
 JF0695  STATE/COUNTY-  KS/MARION
 JF0695  USGS QUAD   -  LEHIGH (1985)
 JF0695
 JF0695                         *CURRENT SURVEY CONTROL
 JF0695  ___________________________________________________________________
 JF0695* NAD 83(1986)-  38 22 07.     (N)    097 18 03.     (W)     SCALED    
 JF0695* NAVD 88     -       463.163  (meters)    1519.56   (feet)  ADJUSTED  
 JF0695  ___________________________________________________________________
 JF0695  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 JF0695  DYNAMIC HT  -         462.814 (meters)    1518.42  (feet)  COMP
 JF0695  MODELED GRAV-     979,862.0   (mgal)                       NAVD 88
 JF0695
 JF0695  VERT ORDER  -  SECOND    CLASS 0
 JF0695
 JF0695.The horizontal coordinates were scaled from a topographic map and have
 JF0695.an estimated accuracy of +/- 6 seconds.
 JF0695
 JF0695.The orthometric height was determined by differential leveling
 JF0695.and adjusted by the National Geodetic Survey in June 1991..
 JF0695
 JF0695.The geoid height was determined by GEOID03.
 JF0695
 JF0695.The dynamic height is computed by dividing the NAVD 88
 JF0695.geopotential number by the normal gravity value computed on the
 JF0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0695.degrees latitude (g = 980.6199 gals.).
 JF0695
 JF0695.The modeled gravity was interpolated from observed gravity values.
 JF0695
 JF0695;                    North         East    Units  Estimated Accuracy
 JF0695;SPC KS S     -   589,570.      504,790.      MT  (+/- 180 meters Scaled)
 JF0695
 JF0695                          SUPERSEDED SURVEY CONTROL
 JF0695
 JF0695  NGVD 29 (??/??/92)  462.981  (m)         1518.96   (f) ADJ UNCH    2 0
 JF0695
 JF0695.Superseded values are not recommended for survey control.
 JF0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0695.See file dsdata.txt to determine how the superseded data were derived.
 JF0695
 JF0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH484480(NAD 83)
 JF0695_MARKER: B = BOLT
 JF0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0695+STABILITY: SURFACE MOTION
 JF0695
 JF0695  HISTORY     - Date     Condition        Report By
 JF0695  HISTORY     - UNK      MONUMENTED       CGS
 JF0695  HISTORY     - 1934     GOOD             NGS
 JF0695  HISTORY     - 19971024 MARK NOT FOUND   NGS
 JF0695
 JF0695                          STATION DESCRIPTION
 JF0695
 JF0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0695'0.3 MI E FROM LEHIGH.
 JF0695'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  AT MILE
 JF0695'POST 26.  49 FT. L. OR SOUTH OF THE CENTER LINE OF THE TRACK.
 JF0695
 JF0695                          STATION RECOVERY (1997)
 JF0695
 JF0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 JF0695'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0158 ***********************************************************************
 KE0158  DESIGNATION -  262 BOLT
 KE0158  PID         -  KE0158
 KE0158  STATE/COUNTY-  KS/ATCHISON
 KE0158  USGS QUAD   -  WESTON (1984)
 KE0158
 KE0158                         *CURRENT SURVEY CONTROL
 KE0158  ___________________________________________________________________
 KE0158* NAD 83(1986)-  39 25 27.     (N)    094 59 39.     (W)     SCALED    
 KE0158* NAVD 88     -       235.882  (meters)     773.89   (feet)  ADJUSTED  
 KE0158  ___________________________________________________________________
 KE0158  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 KE0158  DYNAMIC HT  -         235.735 (meters)     773.41  (feet)  COMP
 KE0158  MODELED GRAV-     979,998.2   (mgal)                       NAVD 88
 KE0158
 KE0158  VERT ORDER  -  FIRST     CLASS II
 KE0158
 KE0158.The horizontal coordinates were scaled from a topographic map and have
 KE0158.an estimated accuracy of +/- 6 seconds.
 KE0158
 KE0158.The orthometric height was determined by differential leveling
 KE0158.and adjusted by the National Geodetic Survey in June 1991..
 KE0158
 KE0158.The geoid height was determined by GEOID03.
 KE0158
 KE0158.The dynamic height is computed by dividing the NAVD 88
 KE0158.geopotential number by the normal gravity value computed on the
 KE0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0158.degrees latitude (g = 980.6199 gals.).
 KE0158
 KE0158.The modeled gravity was interpolated from observed gravity values.
 KE0158
 KE0158;                    North         East    Units  Estimated Accuracy
 KE0158;SPC KS N     -   125,390.      658,770.      MT  (+/- 180 meters Scaled)
 KE0158
 KE0158                          SUPERSEDED SURVEY CONTROL
 KE0158
 KE0158  NGVD 29 (??/??/92)  235.786  (m)          773.57   (f) ADJ UNCH    1 2
 KE0158
 KE0158.Superseded values are not recommended for survey control.
 KE0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0158.See file dsdata.txt to determine how the superseded data were derived.
 KE0158
 KE0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD283657(NAD 83)
 KE0158_MARKER: B = BOLT
 KE0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0158_SP_SET: STONE
 KE0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0158+STABILITY: SURFACE MOTION
 KE0158
 KE0158  HISTORY     - Date     Condition        Report By
 KE0158  HISTORY     - UNK      MONUMENTED       MORC
 KE0158  HISTORY     - 1948     GOOD             NGS
 KE0158  HISTORY     - 1951     GOOD             NGS
 KE0158  HISTORY     - 1965     MARK NOT FOUND   USGS
 KE0158
 KE0158                          STATION DESCRIPTION
 KE0158
 KE0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0158'1.8 MI SE FROM OAK MILLS.
 KE0158'1.75 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILWAY FROM
 KE0158'THE STONE GARAGE BUILDING OF ELMER RHODES AT OAK MILLS, 0.1
 KE0158'MILE NORTHWEST OF A RAILWAY SIGNAL BATTERY BOX, 0.35 MILE NORTHWEST
 KE0158'OF ATCHISON-LEAVENWORTH COUNTY LINE, 0.1 MILE NORTHWEST OF A
 KE0158'ROAD CROSSING, 92.0 FEET WEST OF THE 5TH POLE NORTHWEST OF
 KE0158'MILEPOST 318-20, 68.0 FEET SOUTH SOUTHWEST OF THE SOUTHEAST
 KE0158'END OF SOUTHWEST ABUTMENT OF A SMALL CONCRETE BRIDGE UNDER THE
 KE0158'MISSOURI PACIFIC TRACK, 54.6 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 KE0158'THE MISSOURI PACIFIC TRACK, 50.0 FEET SOUTHEAST OF A WOODEN
 KE0158'BRIDGE ON DIRT ROAD, 1.6 FEET NORTHEAST A 20-INCH ELM TREE, A
 KE0158'COPPER BOLT LEADED IN A STONE SET ABOUT 6.0 FEET UNDERGROUND AND
 KE0158'SURMOUNTED BY A 4-INCH IRON PIPE.  THE CAP TO THE PIPE IS MISSING
 KE0158'AND THE TOP OF THE PIPE IS BADLY BENT.  NECESSARY TO DIG UP PIPE
 KE0158'TO REACH THE BOLT.  MARK IS LOCATED 17.0 FEET NORTH OF BENCH MARK
 KE0158'Z 280.
 KE0158
 KE0158                          STATION RECOVERY (1951)
 KE0158
 KE0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0158'RECOVERED IN GOOD CONDITION.
 KE0158
 KE0158                          STATION RECOVERY (1965)
 KE0158
 KE0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KE0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0588 ***********************************************************************
 KE0588  DESIGNATION -  263
 KE0588  PID         -  KE0588
 KE0588  STATE/COUNTY-  KS/ATCHISON
 KE0588  USGS QUAD   -  OAK MILLS (1984)
 KE0588
 KE0588                         *CURRENT SURVEY CONTROL
 KE0588  ___________________________________________________________________
 KE0588* NAD 83(1986)-  39 26 42.     (N)    095 00 38.     (W)     SCALED    
 KE0588* NAVD 88     -       240.749  (meters)     789.86   (feet)  ADJUSTED  
 KE0588  ___________________________________________________________________
 KE0588  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KE0588  DYNAMIC HT  -         240.599 (meters)     789.37  (feet)  COMP
 KE0588  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 KE0588
 KE0588  VERT ORDER  -  FIRST     CLASS II
 KE0588
 KE0588.The horizontal coordinates were scaled from a topographic map and have
 KE0588.an estimated accuracy of +/- 6 seconds.
 KE0588
 KE0588.The orthometric height was determined by differential leveling
 KE0588.and adjusted by the National Geodetic Survey in June 1991..
 KE0588
 KE0588.The geoid height was determined by GEOID03.
 KE0588
 KE0588.The dynamic height is computed by dividing the NAVD 88
 KE0588.geopotential number by the normal gravity value computed on the
 KE0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0588.degrees latitude (g = 980.6199 gals.).
 KE0588
 KE0588.The modeled gravity was interpolated from observed gravity values.
 KE0588
 KE0588;                    North         East    Units  Estimated Accuracy
 KE0588;SPC KS N     -   127,660.      657,280.      MT  (+/- 180 meters Scaled)
 KE0588
 KE0588                          SUPERSEDED SURVEY CONTROL
 KE0588
 KE0588  NGVD 29 (??/??/92)  240.652  (m)          789.54   (f) ADJ UNCH    1 2
 KE0588
 KE0588.Superseded values are not recommended for survey control.
 KE0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0588.See file dsdata.txt to determine how the superseded data were derived.
 KE0588
 KE0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD269680(NAD 83)
 KE0588_MARKER: B = BOLT
 KE0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0588_SP_SET: STONE
 KE0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0588+STABILITY: SURFACE MOTION
 KE0588
 KE0588  HISTORY     - Date     Condition        Report By
 KE0588  HISTORY     - UNK      MONUMENTED       MORC
 KE0588  HISTORY     - 1948     GOOD             NGS
 KE0588  HISTORY     - 1951     GOOD             NGS
 KE0588
 KE0588                          STATION DESCRIPTION
 KE0588
 KE0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0588'AT OAK MILLS.
 KE0588'AT OAK MILLS, IN THE STONE GARAGE BUILDING OF ELMER RHODES,
 KE0588'42.0 FEET SOUTHEAST OF P.B.M. 264=82/1, 0.4 FOOT SOUTHWEST OF
 KE0588'THE NORTHEAST CORNER OF THE STONE GARAGE, 4.3 FEET ABOVE GROUND
 KE0588'LEVEL, THE CENTER OF A PUNCH MARK IN THE HEAD OF A COPPER BOLT
 KE0588'LEADED HORIZONTALLY IN THE STONE WALL OF THE BUILDING AND
 KE0588'SURROUNDED BY THE LETTERS USPBM CUT IN THE STONE.
 KE0588
 KE0588                          STATION RECOVERY (1951)
 KE0588
 KE0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0587 ***********************************************************************
 KE0587  DESIGNATION -  264=82/1 BOLT
 KE0587  PID         -  KE0587
 KE0587  STATE/COUNTY-  KS/ATCHISON
 KE0587  USGS QUAD   -  OAK MILLS (1984)
 KE0587
 KE0587                         *CURRENT SURVEY CONTROL
 KE0587  ___________________________________________________________________
 KE0587* NAD 83(1986)-  39 26 43.     (N)    095 00 38.     (W)     SCALED    
 KE0587* NAVD 88     -       237.963  (meters)     780.72   (feet)  ADJUSTED  
 KE0587  ___________________________________________________________________
 KE0587  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KE0587  DYNAMIC HT  -         237.815 (meters)     780.23  (feet)  COMP
 KE0587  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 KE0587
 KE0587  VERT ORDER  -  FIRST     CLASS II
 KE0587
 KE0587.The horizontal coordinates were scaled from a topographic map and have
 KE0587.an estimated accuracy of +/- 6 seconds.
 KE0587
 KE0587.The orthometric height was determined by differential leveling
 KE0587.and adjusted by the National Geodetic Survey in June 1991..
 KE0587
 KE0587.The geoid height was determined by GEOID03.
 KE0587
 KE0587.The dynamic height is computed by dividing the NAVD 88
 KE0587.geopotential number by the normal gravity value computed on the
 KE0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0587.degrees latitude (g = 980.6199 gals.).
 KE0587
 KE0587.The modeled gravity was interpolated from observed gravity values.
 KE0587
 KE0587;                    North         East    Units  Estimated Accuracy
 KE0587;SPC KS N     -   127,690.      657,280.      MT  (+/- 180 meters Scaled)
 KE0587
 KE0587                          SUPERSEDED SURVEY CONTROL
 KE0587
 KE0587  NGVD 29 (??/??/92)  237.867  (m)          780.40   (f) ADJ UNCH    1 2
 KE0587
 KE0587.Superseded values are not recommended for survey control.
 KE0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0587.See file dsdata.txt to determine how the superseded data were derived.
 KE0587
 KE0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD269681(NAD 83)
 KE0587_MARKER: B = BOLT
 KE0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0587_SP_SET: STONE
 KE0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0587+STABILITY: SURFACE MOTION
 KE0587
 KE0587  HISTORY     - Date     Condition        Report By
 KE0587  HISTORY     - UNK      MONUMENTED       MORC
 KE0587  HISTORY     - 1948     GOOD             NGS
 KE0587  HISTORY     - 1951     GOOD             NGS
 KE0587
 KE0587                          STATION DESCRIPTION
 KE0587
 KE0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0587'AT OAK MILLS.
 KE0587'AT OAK MILLS, IN YARD AT THE HOME OF ELMER RHODES, 40.2 FEET
 KE0587'EAST SOUTHEAST OF THE EAST CORNER OF THE HOUSE, 42.3 FEET
 KE0587'NORTHWEST OF THE NORTHEAST CORNER OF A STONE GARAGE, 105.4 FEET
 KE0587'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC  RAILWAY
 KE0587'TRACK, 36.2 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 14.0
 KE0587'FEET SOUTHWEST OF A REFERENCE POST, A COPPER BOLT LEADED IN A
 KE0587'STONE SET ABOUT 4.5 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 KE0587'THROUGH AN IRON PIPE BEARING A MISSOURI RIVER COMMISSION IRON
 KE0587'CAP WHICH IS 0.6 FOOT UNDERGROUND.  NOTE-- THE STORE REFERRED
 KE0587'TO IN THE OLD DESCRIPTIONS HAS BEEN REMOVED.
 KE0587
 KE0587                          STATION RECOVERY (1951)
 KE0587
 KE0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0586 ***********************************************************************
 KE0586  DESIGNATION -  264=82/1 CAP
 KE0586  PID         -  KE0586
 KE0586  STATE/COUNTY-  KS/ATCHISON
 KE0586  USGS QUAD   -  OAK MILLS (1984)
 KE0586
 KE0586                         *CURRENT SURVEY CONTROL
 KE0586  ___________________________________________________________________
 KE0586* NAD 83(1986)-  39 26 44.     (N)    095 00 39.     (W)     SCALED    
 KE0586* NAVD 88     -       239.203  (meters)     784.79   (feet)  ADJUSTED  
 KE0586  ___________________________________________________________________
 KE0586  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 KE0586  DYNAMIC HT  -         239.054 (meters)     784.30  (feet)  COMP
 KE0586  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 KE0586
 KE0586  VERT ORDER  -  FIRST     CLASS II
 KE0586
 KE0586.The horizontal coordinates were scaled from a topographic map and have
 KE0586.an estimated accuracy of +/- 6 seconds.
 KE0586
 KE0586.The orthometric height was determined by differential leveling
 KE0586.and adjusted by the National Geodetic Survey in June 1991..
 KE0586
 KE0586.The geoid height was determined by GEOID03.
 KE0586
 KE0586.The dynamic height is computed by dividing the NAVD 88
 KE0586.geopotential number by the normal gravity value computed on the
 KE0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0586.degrees latitude (g = 980.6199 gals.).
 KE0586
 KE0586.The modeled gravity was interpolated from observed gravity values.
 KE0586
 KE0586;                    North         East    Units  Estimated Accuracy
 KE0586;SPC KS N     -   127,720.      657,250.      MT  (+/- 180 meters Scaled)
 KE0586
 KE0586                          SUPERSEDED SURVEY CONTROL
 KE0586
 KE0586  NGVD 29 (??/??/92)  239.106  (m)          784.47   (f) ADJ UNCH    1 2
 KE0586
 KE0586.Superseded values are not recommended for survey control.
 KE0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0586.See file dsdata.txt to determine how the superseded data were derived.
 KE0586
 KE0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD269681(NAD 83)
 KE0586_MARKER: P = PIPE CAP
 KE0586_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0586_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0586
 KE0586  HISTORY     - Date     Condition        Report By
 KE0586  HISTORY     - UNK      MONUMENTED       MORC
 KE0586  HISTORY     - 1948     GOOD             NGS
 KE0586  HISTORY     - 1951     GOOD             NGS
 KE0586
 KE0586                          STATION DESCRIPTION
 KE0586
 KE0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0586'AT OAK MILLS.
 KE0586'AT OAK MILLS, IN YARD AT HOME OF ELMER RHODES, 40.2 FEET EAST
 KE0586'SOUTHEAST OF THE EAST CORNER OF THE HOUSE, 42.3 FEET NORTHWEST OF
 KE0586'THE NORTHEAST CORNER OF A STONE GARAGE, 105.4 FEET SOUTHWEST OF
 KE0586'THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC RAILWAY TRACK, 36.2
 KE0586'FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 14.0 FEET SOUTHWEST
 KE0586'OF A REFERENCE POST, A MISSOURI RIVER COMMISSION IRON CAP
 KE0586'BOLTED ON TOP OF A 4-INCH IRON PIPE AND 0.6 FOOT UNDERGROUND.
 KE0586'NOTE-- THE STORE REFERRED TO IN THE OLD DESCRIPTIONS HAS BEEN
 KE0586'REMOVED.
 KE0586
 KE0586                          STATION RECOVERY (1951)
 KE0586
 KE0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0583 ***********************************************************************
 KE0583  DESIGNATION -  265 BOLT
 KE0583  PID         -  KE0583
 KE0583  STATE/COUNTY-  KS/ATCHISON
 KE0583  USGS QUAD   -  OAK MILLS (1984)
 KE0583
 KE0583                         *CURRENT SURVEY CONTROL
 KE0583  ___________________________________________________________________
 KE0583* NAD 83(1986)-  39 27 56.     (N)    095 02 35.     (W)     SCALED    
 KE0583* NAVD 88     -       239.338  (meters)     785.23   (feet)  ADJUSTED  
 KE0583  ___________________________________________________________________
 KE0583  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KE0583  DYNAMIC HT  -         239.189 (meters)     784.74  (feet)  COMP
 KE0583  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 KE0583
 KE0583  VERT ORDER  -  FIRST     CLASS II
 KE0583
 KE0583.The horizontal coordinates were scaled from a topographic map and have
 KE0583.an estimated accuracy of +/- 6 seconds.
 KE0583
 KE0583.The orthometric height was determined by differential leveling
 KE0583.and adjusted by the National Geodetic Survey in June 1991..
 KE0583
 KE0583.The geoid height was determined by GEOID03.
 KE0583
 KE0583.The dynamic height is computed by dividing the NAVD 88
 KE0583.geopotential number by the normal gravity value computed on the
 KE0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0583.degrees latitude (g = 980.6199 gals.).
 KE0583
 KE0583.The modeled gravity was interpolated from observed gravity values.
 KE0583
 KE0583;                    North         East    Units  Estimated Accuracy
 KE0583;SPC KS N     -   129,850.      654,410.      MT  (+/- 180 meters Scaled)
 KE0583
 KE0583                          SUPERSEDED SURVEY CONTROL
 KE0583
 KE0583  NGVD 29 (??/??/92)  239.239  (m)          784.90   (f) ADJ UNCH    1 2
 KE0583
 KE0583.Superseded values are not recommended for survey control.
 KE0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0583.See file dsdata.txt to determine how the superseded data were derived.
 KE0583
 KE0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD242704(NAD 83)
 KE0583_MARKER: B = BOLT
 KE0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0583_SP_SET: STONE
 KE0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0583+STABILITY: SURFACE MOTION
 KE0583
 KE0583  HISTORY     - Date     Condition        Report By
 KE0583  HISTORY     - UNK      MONUMENTED       MORC
 KE0583  HISTORY     - 1948     GOOD             NGS
 KE0583  HISTORY     - 1961     MARK NOT FOUND   NGS
 KE0583
 KE0583                          STATION DESCRIPTION
 KE0583
 KE0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0583'2.3 MI NW FROM OAK MILLS.
 KE0583'2.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0583'STONE GARAGE OF ELMER RHODES AT OAK MILLS, 0.8 MILE NORTHWEST OF
 KE0583'BRIDGE OVER LITTLE WALNUT CREEK, 4 POLES NORTHWEST OF MILEPOST
 KE0583'322-30, 180.0 FEET SOUTHEAST OF BRIDGE 99 WHICH IS A SMALL
 KE0583'CONCRETE BRIDGE, 61.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 KE0583'THE MISSOURI PACIFIC TRACK, 14.8 FEET SOUTHWEST OF A RIGHT-OF-WAY
 KE0583'FENCE, 1.4 FEET NORTHEAST OF A REFERENCE POST.  A COPPER BOLT
 KE0583'LEADED IN A STONE SET ABOUT 4.0 FEET UNDERGROUND, ACCESS TO
 KE0583'WHICH IS HAD THROUGH AN IRON PIPE BEARING A MISSOURI RIVER
 KE0583'COMMISSION CAP WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 KE0583'NOTE-- MARK IS 0.8 MILE SOUTHEAST OF BENCH MARK H 281.
 KE0583
 KE0583                          STATION RECOVERY (1961)
 KE0583
 KE0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0582 ***********************************************************************
 KE0582  DESIGNATION -  265 CAP
 KE0582  PID         -  KE0582
 KE0582  STATE/COUNTY-  KS/ATCHISON
 KE0582  USGS QUAD   -  OAK MILLS (1984)
 KE0582
 KE0582                         *CURRENT SURVEY CONTROL
 KE0582  ___________________________________________________________________
 KE0582* NAD 83(1986)-  39 27 56.     (N)    095 02 33.     (W)     SCALED    
 KE0582* NAVD 88     -       240.568  (meters)     789.26   (feet)  ADJUSTED  
 KE0582  ___________________________________________________________________
 KE0582  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 KE0582  DYNAMIC HT  -         240.419 (meters)     788.77  (feet)  COMP
 KE0582  MODELED GRAV-     980,000.3   (mgal)                       NAVD 88
 KE0582
 KE0582  VERT ORDER  -  FIRST     CLASS II
 KE0582
 KE0582.The horizontal coordinates were scaled from a topographic map and have
 KE0582.an estimated accuracy of +/- 6 seconds.
 KE0582
 KE0582.The orthometric height was determined by differential leveling
 KE0582.and adjusted by the National Geodetic Survey in June 1991..
 KE0582
 KE0582.The geoid height was determined by GEOID03.
 KE0582
 KE0582.The dynamic height is computed by dividing the NAVD 88
 KE0582.geopotential number by the normal gravity value computed on the
 KE0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0582.degrees latitude (g = 980.6199 gals.).
 KE0582
 KE0582.The modeled gravity was interpolated from observed gravity values.
 KE0582
 KE0582;                    North         East    Units  Estimated Accuracy
 KE0582;SPC KS N     -   129,850.      654,460.      MT  (+/- 180 meters Scaled)
 KE0582
 KE0582                          SUPERSEDED SURVEY CONTROL
 KE0582
 KE0582  NGVD 29 (??/??/92)  240.468  (m)          788.94   (f) ADJ UNCH    1 2
 KE0582
 KE0582.Superseded values are not recommended for survey control.
 KE0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0582.See file dsdata.txt to determine how the superseded data were derived.
 KE0582
 KE0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD242704(NAD 83)
 KE0582_MARKER: P = PIPE CAP
 KE0582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0582_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0582
 KE0582  HISTORY     - Date     Condition        Report By
 KE0582  HISTORY     - UNK      MONUMENTED       MORC
 KE0582  HISTORY     - 1948     GOOD             NGS
 KE0582  HISTORY     - 1951     GOOD             NGS
 KE0582
 KE0582                          STATION DESCRIPTION
 KE0582
 KE0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0582'2.3 MI NW FROM OAK MILLS.
 KE0582'2.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0582'STONE GARAGE OF ELMER RHODES AT OAK MILLS, 0.8 MILE NORTHWEST
 KE0582'OF BRIDGE OVER LITTLE WALNUT CREEK, 4 POLES NORTHWEST OF MILEPOST
 KE0582'322-30, 180.0 FEET SOUTHEAST OF BRIDGE 99 WHICH IS A SMALL
 KE0582'CONCRETE BRIDGE, 61.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 KE0582'THE MISSOURI PACIFIC TRACK, 14.8 FEET SOUTHWEST OF A RIGHT-OF-WAY
 KE0582'FENCE, 1.4 FEET NORTHEAST OF A REFERENCE POST.  A MISSOURI RIVER
 KE0582'COMMISSION IRON CAP BOLTED ON TOP OF AN IRON PIPE PROJECTING
 KE0582'1.0 FOOT ABOVE THE GROUND.  NOTE-- MARK IS 0.8 MILE SOUTHEAST
 KE0582'OF BENCH MARK H 281.
 KE0582
 KE0582                          STATION RECOVERY (1951)
 KE0582
 KE0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0371 ***********************************************************************
 HE0371  DESIGNATION -  27
 HE0371  PID         -  HE0371
 HE0371  STATE/COUNTY-  KS/CRAWFORD
 HE0371  USGS QUAD   -  WALNUT (1973)
 HE0371
 HE0371                         *CURRENT SURVEY CONTROL
 HE0371  ___________________________________________________________________
 HE0371* NAD 83(1986)-  37 35 36.     (N)    095 02 05.     (W)     SCALED    
 HE0371* NAVD 88     -       283.030  (meters)     928.57   (feet)  ADJUSTED  
 HE0371  ___________________________________________________________________
 HE0371  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0371  DYNAMIC HT  -         282.813 (meters)     927.86  (feet)  COMP
 HE0371  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 HE0371
 HE0371  VERT ORDER  -  SECOND    CLASS 0
 HE0371
 HE0371.The horizontal coordinates were scaled from a topographic map and have
 HE0371.an estimated accuracy of +/- 6 seconds.
 HE0371
 HE0371.The orthometric height was determined by differential leveling
 HE0371.and adjusted by the National Geodetic Survey in June 1991..
 HE0371
 HE0371.The geoid height was determined by GEOID03.
 HE0371
 HE0371.The dynamic height is computed by dividing the NAVD 88
 HE0371.geopotential number by the normal gravity value computed on the
 HE0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0371.degrees latitude (g = 980.6199 gals.).
 HE0371
 HE0371.The modeled gravity was interpolated from observed gravity values.
 HE0371
 HE0371;                    North         East    Units  Estimated Accuracy
 HE0371;SPC KS S     -   508,530.      705,950.      MT  (+/- 180 meters Scaled)
 HE0371
 HE0371                          SUPERSEDED SURVEY CONTROL
 HE0371
 HE0371  NGVD 29 (??/??/92)  282.912  (m)          928.19   (f) ADJ UNCH    2 0
 HE0371
 HE0371.Superseded values are not recommended for survey control.
 HE0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0371.See file dsdata.txt to determine how the superseded data were derived.
 HE0371
 HE0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB203626(NAD 83)
 HE0371_MARKER: B = BOLT
 HE0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0371+STABILITY: SURFACE MOTION
 HE0371
 HE0371  HISTORY     - Date     Condition        Report By
 HE0371  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0371  HISTORY     - 1934     GOOD             NGS
 HE0371
 HE0371                          STATION DESCRIPTION
 HE0371
 HE0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0371'2.3 MI E FROM WALNUT.
 HE0371'2.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0371'FROM THE STATION AT WALNUT, CRAWFORD COUNTY, AT MILEPOST 27,
 HE0371'48 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 1 FOOT FROM
 HE0371'THE FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1024 ***********************************************************************
 JE1024  DESIGNATION -  27
 JE1024  PID         -  JE1024
 JE1024  STATE/COUNTY-  KS/DOUGLAS
 JE1024  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1024
 JE1024                         *CURRENT SURVEY CONTROL
 JE1024  ___________________________________________________________________
 JE1024* NAD 83(1986)-  38 58 27.     (N)    095 14 17.     (W)     SCALED    
 JE1024* NAVD 88     -       251.738  (meters)     825.91   (feet)  ADJUSTED  
 JE1024  ___________________________________________________________________
 JE1024  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE1024  DYNAMIC HT  -         251.573 (meters)     825.37  (feet)  COMP
 JE1024  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 JE1024
 JE1024  VERT ORDER  -  FIRST     CLASS II
 JE1024
 JE1024.The horizontal coordinates were scaled from a topographic map and have
 JE1024.an estimated accuracy of +/- 6 seconds.
 JE1024
 JE1024.The orthometric height was determined by differential leveling
 JE1024.and adjusted by the National Geodetic Survey in June 1991..
 JE1024.WARNING-Repeat measurements at this control monument indicate possible
 JE1024.vertical movement.
 JE1024
 JE1024.The geoid height was determined by GEOID03.
 JE1024
 JE1024.The dynamic height is computed by dividing the NAVD 88
 JE1024.geopotential number by the normal gravity value computed on the
 JE1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1024.degrees latitude (g = 980.6199 gals.).
 JE1024
 JE1024.The modeled gravity was interpolated from observed gravity values.
 JE1024
 JE1024;                    North         East    Units  Estimated Accuracy
 JE1024;SPC KS N     -    74,790.      639,300.      MT  (+/- 180 meters Scaled)
 JE1024
 JE1024                          SUPERSEDED SURVEY CONTROL
 JE1024
 JE1024  NGVD 29 (??/??/92)  251.720  (m)          825.85   (f) ADJ UNCH    1 2
 JE1024
 JE1024.Superseded values are not recommended for survey control.
 JE1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1024.See file dsdata.txt to determine how the superseded data were derived.
 JE1024
 JE1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD061162(NAD 83)
 JE1024_MARKER: Z = SEE DESCRIPTION
 JE1024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1024_SP_SET: RAIL
 JE1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1024
 JE1024  HISTORY     - Date     Condition        Report By
 JE1024  HISTORY     - UNK      MONUMENTED       ATSFRR
 JE1024  HISTORY     - 1951     GOOD             NGS
 JE1024  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE1024
 JE1024                          STATION DESCRIPTION
 JE1024
 JE1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1024'0.5 MI NW FROM LAWRENCE.
 JE1024'0.5 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE1024'RAILWAY FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, 29 FEET
 JE1024'SOUTHEAST OF MILEPOST 27, 37 FEET NORTH OF THE NORTHWEST CORNER
 JE1024'OF A SECTION TOOLHOUSE, AND 12 FEET NORTH OF THE CENTERLINE
 JE1024'OF THE TRACK.  THE TOP OF A VERTICAL SECTION OF RAIL PAINTED
 JE1024'WHITE AND PROJECTING 1.5 FEET ABOVE GROUND.  NOTE-- THIS IS
 JE1024'NOT THE SAME BENCH MARK THAT WAS TIED IN DURING THE CHECK
 JE1024'LEVELING OF 1935.  THE OLD RAIL HAS BEEN REPLACED BY A HEAVIER
 JE1024'RAIL.  THE RAILROAD SECTION OF CREW KEEPS THE VERTICAL RAIL
 JE1024'PAINTED WHITE WITH THE BLACK NUMBER 27 PAINTED ON THE RAIL.
 JE1024
 JE1024                          STATION RECOVERY (1986)
 JE1024
 JE1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0705 ***********************************************************************
 KE0705  DESIGNATION -  27
 KE0705  PID         -  KE0705
 KE0705  STATE/COUNTY-  KS/JEFFERSON
 KE0705  USGS QUAD   -  VALLEY FALLS (1979)
 KE0705
 KE0705                         *CURRENT SURVEY CONTROL
 KE0705  ___________________________________________________________________
 KE0705* NAD 83(1986)-  39 19 55.     (N)    095 27 14.     (W)     SCALED    
 KE0705* NAVD 88     -       277.402  (meters)     910.11   (feet)  ADJUSTED  
 KE0705  ___________________________________________________________________
 KE0705  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KE0705  DYNAMIC HT  -         277.226 (meters)     909.53  (feet)  COMP
 KE0705  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 KE0705
 KE0705  VERT ORDER  -  SECOND    CLASS 0
 KE0705
 KE0705.The horizontal coordinates were scaled from a topographic map and have
 KE0705.an estimated accuracy of +/- 6 seconds.
 KE0705
 KE0705.The orthometric height was determined by differential leveling
 KE0705.and adjusted by the National Geodetic Survey in June 1991..
 KE0705
 KE0705.The geoid height was determined by GEOID03.
 KE0705
 KE0705.The dynamic height is computed by dividing the NAVD 88
 KE0705.geopotential number by the normal gravity value computed on the
 KE0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0705.degrees latitude (g = 980.6199 gals.).
 KE0705
 KE0705.The modeled gravity was interpolated from observed gravity values.
 KE0705
 KE0705;                    North         East    Units  Estimated Accuracy
 KE0705;SPC KS N     -   113,940.      619,490.      MT  (+/- 180 meters Scaled)
 KE0705
 KE0705                          SUPERSEDED SURVEY CONTROL
 KE0705
 KE0705  NGVD 29 (??/??/92)  277.301  (m)          909.78   (f) ADJ UNCH    2 0
 KE0705
 KE0705.Superseded values are not recommended for survey control.
 KE0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0705.See file dsdata.txt to determine how the superseded data were derived.
 KE0705
 KE0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD884564(NAD 83)
 KE0705_MARKER: DD = SURVEY DISK
 KE0705_SETTING: 0 = UNSPECIFIED SETTING
 KE0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0705
 KE0705  HISTORY     - Date     Condition        Report By
 KE0705  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0705  HISTORY     - 1950     GOOD             NGS
 KE0705
 KE0705                          STATION DESCRIPTION
 KE0705
 KE0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0705'1 MI SW FROM VALLEY FALLS.
 KE0705'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0705'RAILWAY FROM THE STATION AT VALLEY FALLS, JEFFERSON COUNTY,
 KE0705'OPPOSITE MILEPOST 27, AND 6 FEET NORTHWEST OF THE CENTERLINE
 KE0705'OF THE TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET
 KE0705'VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0178 ***********************************************************************
 JF0178  DESIGNATION -  27
 JF0178  PID         -  JF0178
 JF0178  STATE/COUNTY-  KS/GREENWOOD
 JF0178  USGS QUAD   -  LAMONT (1967)
 JF0178
 JF0178                         *CURRENT SURVEY CONTROL
 JF0178  ___________________________________________________________________
 JF0178* NAD 83(1986)-  38 02 20.     (N)    096 06 50.     (W)     SCALED    
 JF0178* NAVD 88     -       342.899  (meters)    1124.99   (feet)  ADJUSTED  
 JF0178  ___________________________________________________________________
 JF0178  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JF0178  DYNAMIC HT  -         342.643 (meters)    1124.15  (feet)  COMP
 JF0178  MODELED GRAV-     979,871.8   (mgal)                       NAVD 88
 JF0178
 JF0178  VERT ORDER  -  SECOND    CLASS 0
 JF0178
 JF0178.The horizontal coordinates were scaled from a topographic map and have
 JF0178.an estimated accuracy of +/- 6 seconds.
 JF0178
 JF0178.The orthometric height was determined by differential leveling
 JF0178.and adjusted by the National Geodetic Survey in June 1991..
 JF0178
 JF0178.The geoid height was determined by GEOID03.
 JF0178
 JF0178.The dynamic height is computed by dividing the NAVD 88
 JF0178.geopotential number by the normal gravity value computed on the
 JF0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0178.degrees latitude (g = 980.6199 gals.).
 JF0178
 JF0178.The modeled gravity was interpolated from observed gravity values.
 JF0178
 JF0178;                    North         East    Units  Estimated Accuracy
 JF0178;SPC KS S     -   554,980.      609,430.      MT  (+/- 180 meters Scaled)
 JF0178
 JF0178                          SUPERSEDED SURVEY CONTROL
 JF0178
 JF0178  NGVD 29 (??/??/92)  342.758  (m)         1124.53   (f) ADJ UNCH    2 0
 JF0178
 JF0178.Superseded values are not recommended for survey control.
 JF0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0178.See file dsdata.txt to determine how the superseded data were derived.
 JF0178
 JF0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH532140(NAD 83)
 JF0178_MARKER: B = BOLT
 JF0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0178+STABILITY: SURFACE MOTION
 JF0178
 JF0178  HISTORY     - Date     Condition        Report By
 JF0178  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0178  HISTORY     - 1933     GOOD             NGS
 JF0178  HISTORY     - 1976     MARK NOT FOUND   NGS
 JF0178
 JF0178                          STATION DESCRIPTION
 JF0178
 JF0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JF0178'1.2 MI S FROM BISBEE.
 JF0178'1.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0178'FROM BISBEE, GREENWOOD COUNTY, AT MILEPOST 27, AND 48 FEET WEST
 JF0178'OF THE CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP OF A
 JF0178'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 JF0178
 JF0178                          STATION RECOVERY (1976)
 JF0178
 JF0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0486 ***********************************************************************
 KE0486  DESIGNATION -  270
 KE0486  PID         -  KE0486
 KE0486  STATE/COUNTY-  KS/ATCHISON
 KE0486  USGS QUAD   -  ATCHISON EAST (1984)
 KE0486
 KE0486                         *CURRENT SURVEY CONTROL
 KE0486  ___________________________________________________________________
 KE0486* NAD 83(1986)-  39 33 51.     (N)    095 07 07.     (W)     SCALED    
 KE0486* NAVD 88     -       255.800  (meters)     839.24   (feet)  ADJUSTED  
 KE0486  ___________________________________________________________________
 KE0486  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KE0486  DYNAMIC HT  -         255.646 (meters)     838.73  (feet)  COMP
 KE0486  MODELED GRAV-     980,019.1   (mgal)                       NAVD 88
 KE0486
 KE0486  VERT ORDER  -  FIRST     CLASS II
 KE0486
 KE0486.The horizontal coordinates were scaled from a topographic map and have
 KE0486.an estimated accuracy of +/- 6 seconds.
 KE0486
 KE0486.The orthometric height was determined by differential leveling
 KE0486.and adjusted by the National Geodetic Survey in June 1991..
 KE0486
 KE0486.The geoid height was determined by GEOID03.
 KE0486
 KE0486.The dynamic height is computed by dividing the NAVD 88
 KE0486.geopotential number by the normal gravity value computed on the
 KE0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0486.degrees latitude (g = 980.6199 gals.).
 KE0486
 KE0486.The modeled gravity was interpolated from observed gravity values.
 KE0486
 KE0486;                    North         East    Units  Estimated Accuracy
 KE0486;SPC KS N     -   140,580.      647,560.      MT  (+/- 180 meters Scaled)
 KE0486
 KE0486                          SUPERSEDED SURVEY CONTROL
 KE0486
 KE0486  NGVD 29 (??/??/92)  255.699  (m)          838.91   (f) ADJ UNCH    1 2
 KE0486
 KE0486.Superseded values are not recommended for survey control.
 KE0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0486.See file dsdata.txt to determine how the superseded data were derived.
 KE0486
 KE0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD180815(NAD 83)
 KE0486_MARKER: B = BOLT
 KE0486_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KE0486_SP_SET: BUILDING
 KE0486_MARK LOGO: NONE  
 KE0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE0486+STABILITY: POSITION/ELEVATION WELL
 KE0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0486+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 KE0486
 KE0486  HISTORY     - Date     Condition        Report By
 KE0486  HISTORY     - UNK      MONUMENTED       MORC
 KE0486  HISTORY     - 1948     GOOD             NGS
 KE0486  HISTORY     - 1957     GOOD             NGS
 KE0486  HISTORY     - 19890820 GOOD             NGS
 KE0486  HISTORY     - 20050712 GOOD             GEOCAC
 KE0486
 KE0486                          STATION DESCRIPTION
 KE0486
 KE0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0486'AT ATCHISON.
 KE0486'AT ATCHISON, AT THE NORTHEAST CORNER OF FIFTH AND SANTA FE
 KE0486'STREETS, IN THE SOUTHWEST CORNER OF THE TOWER AT THE SOUTH
 KE0486'ENTRANCE TO THE FIRST PRESBYTERIAN CHURCH, IN THE SECOND COURSE
 KE0486'OF STONE ABOVE THE GROUND, 1.0 FOOT EAST OF THE SOUTHWEST
 KE0486'CORNER OF THE TOWER, 2.3 FEET ABOVE THE GROUND, 23.0 FEET NORTH
 KE0486'OF THE NORTH CURB OF SANTA FE STREET, 27 PACES EAST OF THE
 KE0486'EAST CURB OF FIFTH STREET, THE CENTER OF A PUNCH MARK IN THE
 KE0486'END OF A COPPER BOLT LEADED HORIZONTALLY INTO THE STONE.
 KE0486
 KE0486                          STATION RECOVERY (1957)
 KE0486
 KE0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0486'RECOVERED IN GOOD CONDITION.
 KE0486
 KE0486                          STATION RECOVERY (1989)
 KE0486
 KE0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0486'RECOVERED IN GOOD CONDITION.
 KE0486
 KE0486                          STATION RECOVERY (2005)
 KE0486
 KE0486'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KE0486'HANDHELD COORDINATES ARE N39-33-50.70 W095-07-07.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0693 ***********************************************************************
 JF0693  DESIGNATION -  27+00
 JF0693  PID         -  JF0693
 JF0693  STATE/COUNTY-  KS/MARION
 JF0693  USGS QUAD   -  WALDECK (1985)
 JF0693
 JF0693                         *CURRENT SURVEY CONTROL
 JF0693  ___________________________________________________________________
 JF0693* NAD 83(1986)-  38 22 49.     (N)    097 18 45.     (W)     SCALED    
 JF0693* NAVD 88     -       467.628  (meters)    1534.21   (feet)  ADJUSTED  
 JF0693  ___________________________________________________________________
 JF0693  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 JF0693  DYNAMIC HT  -         467.276 (meters)    1533.05  (feet)  COMP
 JF0693  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 JF0693
 JF0693  VERT ORDER  -  FIRST     CLASS II
 JF0693
 JF0693.The horizontal coordinates were scaled from a topographic map and have
 JF0693.an estimated accuracy of +/- 6 seconds.
 JF0693
 JF0693.The orthometric height was determined by differential leveling
 JF0693.and adjusted by the National Geodetic Survey in July 2002..
 JF0693
 JF0693.The geoid height was determined by GEOID03.
 JF0693
 JF0693.The dynamic height is computed by dividing the NAVD 88
 JF0693.geopotential number by the normal gravity value computed on the
 JF0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0693.degrees latitude (g = 980.6199 gals.).
 JF0693
 JF0693.The modeled gravity was interpolated from observed gravity values.
 JF0693
 JF0693;                    North         East    Units  Estimated Accuracy
 JF0693;SPC KS S     -   590,850.      503,750.      MT  (+/- 180 meters Scaled)
 JF0693
 JF0693                          SUPERSEDED SURVEY CONTROL
 JF0693
 JF0693  NAVD 88 (06/15/91)  467.461  (m)         1533.66   (f) UNKNOWN     1 2
 JF0693  NGVD 29 (??/??/92)  467.278  (m)         1533.06   (f) ADJ UNCH    1 2
 JF0693
 JF0693.Superseded values are not recommended for survey control.
 JF0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0693.See file dsdata.txt to determine how the superseded data were derived.
 JF0693
 JF0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH473493(NAD 83)
 JF0693_MARKER: B = BOLT
 JF0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0693_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0693+STABILITY: SURFACE MOTION
 JF0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0693+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1997
 JF0693
 JF0693  HISTORY     - Date     Condition        Report By
 JF0693  HISTORY     - UNK      MONUMENTED       CGS
 JF0693  HISTORY     - 1934     GOOD             NGS
 JF0693  HISTORY     - 19971024 GOOD             NGS
 JF0693
 JF0693                          STATION DESCRIPTION
 JF0693
 JF0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0693'0.8 MI W FROM LEHIGH.
 JF0693'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  AT MILE
 JF0693'POST 27.  49 FT. R. OR NORTH OF THE CENTER LINE OF THE TRACK.
 JF0693
 JF0693                          STATION RECOVERY (1997)
 JF0693
 JF0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 JF0693'1.1 KM (0.70 MI) NORTHWESTERLY ALONG A RAILROAD GRADE (TRACK REMOVED)
 JF0693'FROM THE JUNCTION OF MAIN STREET IN LEHIGH, 14.7 M (48.2 FT) NORTHEAST
 JF0693'OF THE GRADE CENTER, 11.6 M (38.1 FT) NORTHEAST OF MILEPOST 27, 10.9 M
 JF0693'(35.8 FT) SOUTHEAST OF A PIPELINE VENT PIPE, 0.3 M (1.0 FT) ABOVE THE
 JF0693'LEVEL OF THE GRADE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND
 JF0693'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0402 ***********************************************************************
 JF0402  DESIGNATION -  27+00
 JF0402  PID         -  JF0402
 JF0402  STATE/COUNTY-  KS/MARION
 JF0402  USGS QUAD   -  LOST SPRINGS (1972)
 JF0402
 JF0402                         *CURRENT SURVEY CONTROL
 JF0402  ___________________________________________________________________
 JF0402* NAD 83(1986)-  38 34 40.     (N)    096 59 15.     (W)     SCALED    
 JF0402* NAVD 88     -       442.879  (meters)    1453.01   (feet)  ADJUSTED  
 JF0402  ___________________________________________________________________
 JF0402  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 JF0402  DYNAMIC HT  -         442.558 (meters)    1451.96  (feet)  COMP
 JF0402  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 JF0402
 JF0402  VERT ORDER  -  SECOND    CLASS 0
 JF0402
 JF0402.The horizontal coordinates were scaled from a topographic map and have
 JF0402.an estimated accuracy of +/- 6 seconds.
 JF0402
 JF0402.The orthometric height was determined by differential leveling
 JF0402.and adjusted by the National Geodetic Survey in June 1991..
 JF0402
 JF0402.The geoid height was determined by GEOID03.
 JF0402
 JF0402.The dynamic height is computed by dividing the NAVD 88
 JF0402.geopotential number by the normal gravity value computed on the
 JF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0402.degrees latitude (g = 980.6199 gals.).
 JF0402
 JF0402.The modeled gravity was interpolated from observed gravity values.
 JF0402
 JF0402;                    North         East    Units  Estimated Accuracy
 JF0402;SPC KS S     -   613,180.      531,790.      MT  (+/- 180 meters Scaled)
 JF0402
 JF0402                          SUPERSEDED SURVEY CONTROL
 JF0402
 JF0402  NGVD 29 (??/??/92)  442.715  (m)         1452.47   (f) ADJ UNCH    2 0
 JF0402
 JF0402.Superseded values are not recommended for survey control.
 JF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0402.See file dsdata.txt to determine how the superseded data were derived.
 JF0402
 JF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH753718(NAD 83)
 JF0402_MARKER: DB = BENCH MARK DISK
 JF0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0402+STABILITY: SURFACE MOTION
 JF0402
 JF0402  HISTORY     - Date     Condition        Report By
 JF0402  HISTORY     - UNK      MONUMENTED       CGS
 JF0402  HISTORY     - 1934     GOOD             NGS
 JF0402  HISTORY     - 1971     MARK NOT FOUND   USGS
 JF0402
 JF0402                          STATION DESCRIPTION
 JF0402
 JF0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0402'1.5 MI W FROM LOST SPRINGS.
 JF0402'1.5 MILES WEST BY RAIL ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0402'R.R. CO. 50 FT. NORTH OF CENTER-LINE OF TRACK OPPOSITE MILE
 JF0402'POST 27 + 00.
 JF0402
 JF0402                          STATION RECOVERY (1971)
 JF0402
 JF0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JF0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0499 ***********************************************************************
 KE0499  DESIGNATION -  276 BOLT
 KE0499  PID         -  KE0499
 KE0499  STATE/COUNTY-  KS/ATCHISON
 KE0499  USGS QUAD   -  ATCHISON EAST (1984)
 KE0499
 KE0499                         *CURRENT SURVEY CONTROL
 KE0499  ___________________________________________________________________
 KE0499* NAD 83(1986)-  39 31 16.     (N)    095 05 33.     (W)     SCALED    
 KE0499* NAVD 88     -       242.621  (meters)     796.00   (feet)  ADJUSTED  
 KE0499  ___________________________________________________________________
 KE0499  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 KE0499  DYNAMIC HT  -         242.472 (meters)     795.51  (feet)  COMP
 KE0499  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 KE0499
 KE0499  VERT ORDER  -  FIRST     CLASS II
 KE0499
 KE0499.The horizontal coordinates were scaled from a topographic map and have
 KE0499.an estimated accuracy of +/- 6 seconds.
 KE0499
 KE0499.The orthometric height was determined by differential leveling
 KE0499.and adjusted by the National Geodetic Survey in June 1991..
 KE0499
 KE0499.The geoid height was determined by GEOID03.
 KE0499
 KE0499.The dynamic height is computed by dividing the NAVD 88
 KE0499.geopotential number by the normal gravity value computed on the
 KE0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0499.degrees latitude (g = 980.6199 gals.).
 KE0499
 KE0499.The modeled gravity was interpolated from observed gravity values.
 KE0499
 KE0499;                    North         East    Units  Estimated Accuracy
 KE0499;SPC KS N     -   135,870.      649,960.      MT  (+/- 180 meters Scaled)
 KE0499
 KE0499                          SUPERSEDED SURVEY CONTROL
 KE0499
 KE0499  NGVD 29 (??/??/92)  242.609  (m)          795.96   (f) ADJ UNCH    1 2
 KE0499
 KE0499.Superseded values are not recommended for survey control.
 KE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0499.See file dsdata.txt to determine how the superseded data were derived.
 KE0499
 KE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD201766(NAD 83)
 KE0499_MARKER: B = BOLT
 KE0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0499_SP_SET: STONE
 KE0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0499+STABILITY: SURFACE MOTION
 KE0499
 KE0499  HISTORY     - Date     Condition        Report By
 KE0499  HISTORY     - UNK      MONUMENTED       MORC
 KE0499  HISTORY     - 1948     GOOD             NGS
 KE0499  HISTORY     - 1957     GOOD             NGS
 KE0499  HISTORY     - 19890820 MARK NOT FOUND   NGS
 KE0499
 KE0499                          STATION DESCRIPTION
 KE0499
 KE0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0499'3.1 MI SE FROM ATCHISON.
 KE0499'3.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0499'STATION AT ATCHISON, 3 POLES NORTHWEST OF MILEPOST 327-20,
 KE0499'ABOUT 960.0 FEET NORTHWEST OF CONCRETE CULVERT OVER A SMALL
 KE0499'CREEK, 51.0 FEET SOUTHEAST OF A CORRUGATED IRON CULVERT, 53.0
 KE0499'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 20.0 FEET
 KE0499'NORTHEAST OF THE CENTER LINE OF A TRAIL, ABOUT 10.0 FEET ABOVE
 KE0499'TRACK LEVEL, A COPPER BOLT LEADED IN A STONE SET ABOUT 4.0
 KE0499'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE
 KE0499'PROJECTING 1.2 FEET ABOVE THE GROUND.  THE MISSOURI RIVER
 KE0499'COMMISSION IRON CAP IS MISSING FROM THE PIPE.
 KE0499
 KE0499                          STATION RECOVERY (1957)
 KE0499
 KE0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0499'RECOVERED IN GOOD CONDITION.
 KE0499
 KE0499                          STATION RECOVERY (1989)
 KE0499
 KE0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0369 ***********************************************************************
 HE0369  DESIGNATION -  28
 HE0369  PID         -  HE0369
 HE0369  STATE/COUNTY-  KS/CRAWFORD
 HE0369  USGS QUAD   -  WALNUT (1973)
 HE0369
 HE0369                         *CURRENT SURVEY CONTROL
 HE0369  ___________________________________________________________________
 HE0369* NAD 83(1986)-  37 35 09.     (N)    095 01 15.     (W)     SCALED    
 HE0369* NAVD 88     -       277.300  (meters)     909.78   (feet)  ADJUSTED  
 HE0369  ___________________________________________________________________
 HE0369  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HE0369  DYNAMIC HT  -         277.087 (meters)     909.08  (feet)  COMP
 HE0369  MODELED GRAV-     979,856.9   (mgal)                       NAVD 88
 HE0369
 HE0369  VERT ORDER  -  SECOND    CLASS 0
 HE0369
 HE0369.The horizontal coordinates were scaled from a topographic map and have
 HE0369.an estimated accuracy of +/- 6 seconds.
 HE0369
 HE0369.The orthometric height was determined by differential leveling
 HE0369.and adjusted by the National Geodetic Survey in June 1991..
 HE0369
 HE0369.The geoid height was determined by GEOID03.
 HE0369
 HE0369.The dynamic height is computed by dividing the NAVD 88
 HE0369.geopotential number by the normal gravity value computed on the
 HE0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0369.degrees latitude (g = 980.6199 gals.).
 HE0369
 HE0369.The modeled gravity was interpolated from observed gravity values.
 HE0369
 HE0369;                    North         East    Units  Estimated Accuracy
 HE0369;SPC KS S     -   507,750.      707,210.      MT  (+/- 180 meters Scaled)
 HE0369
 HE0369                          SUPERSEDED SURVEY CONTROL
 HE0369
 HE0369  NGVD 29 (??/??/92)  277.185  (m)          909.40   (f) ADJ UNCH    2 0
 HE0369
 HE0369.Superseded values are not recommended for survey control.
 HE0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0369.See file dsdata.txt to determine how the superseded data were derived.
 HE0369
 HE0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB215617(NAD 83)
 HE0369_MARKER: B = BOLT
 HE0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0369+STABILITY: SURFACE MOTION
 HE0369
 HE0369  HISTORY     - Date     Condition        Report By
 HE0369  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0369  HISTORY     - 1934     GOOD             NGS
 HE0369
 HE0369                          STATION DESCRIPTION
 HE0369
 HE0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0369'3.3 MI E FROM WALNUT.
 HE0369'3.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0369'FROM THE STATION AT WALNUT, CRAWFORD COUNTY, AT MILEPOST 28,
 HE0369'49 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 1 FOOT
 HE0369'FROM THE FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0707 ***********************************************************************
 KE0707  DESIGNATION -  28
 KE0707  PID         -  KE0707
 KE0707  STATE/COUNTY-  KS/JEFFERSON
 KE0707  USGS QUAD   -  VALLEY FALLS (1979)
 KE0707
 KE0707                         *CURRENT SURVEY CONTROL
 KE0707  ___________________________________________________________________
 KE0707* NAD 83(1986)-  39 19 05.     (N)    095 27 38.     (W)     SCALED    
 KE0707* NAVD 88     -       283.15   (+/-2cm)     929.0    (feet)  VERTCON   
 KE0707  ___________________________________________________________________
 KE0707  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KE0707
 KE0707  VERT ORDER  -  ? (See Below)
 KE0707
 KE0707.The horizontal coordinates were scaled from a topographic map and have
 KE0707.an estimated accuracy of +/- 6 seconds.
 KE0707
 KE0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE0707.The vertical order pertains to the NGVD 29 superseded value.
 KE0707
 KE0707.The geoid height was determined by GEOID03.
 KE0707
 KE0707;                    North         East    Units  Estimated Accuracy
 KE0707;SPC KS N     -   112,390.      618,960.      MT  (+/- 180 meters Scaled)
 KE0707
 KE0707                          SUPERSEDED SURVEY CONTROL
 KE0707
 KE0707  NGVD 29 (??/??/92)  283.056  (m)          928.66   (f) ADJ UNCH    ?  
 KE0707
 KE0707.Superseded values are not recommended for survey control.
 KE0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0707.See file dsdata.txt to determine how the superseded data were derived.
 KE0707
 KE0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD878549(NAD 83)
 KE0707_MARKER: DD = SURVEY DISK
 KE0707_SETTING: 0 = UNSPECIFIED SETTING
 KE0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0707
 KE0707  HISTORY     - Date     Condition        Report By
 KE0707  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0707  HISTORY     - 1950     GOOD             NGS
 KE0707
 KE0707                          STATION DESCRIPTION
 KE0707
 KE0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0707'2 MI SW FROM VALLEY FALLS.
 KE0707'2.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0707'RAILWAY FROM THE STATION AT VALLEY FALLS, JEFFERSON COUNTY,
 KE0707'OPPOSITE MILEPOST 28, AND 6 FEET NORTHWEST OF THE CENTERLINE
 KE0707'OF THE TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET
 KE0707'VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1026 ***********************************************************************
 JE1026  DESIGNATION -  28
 JE1026  PID         -  JE1026
 JE1026  STATE/COUNTY-  KS/DOUGLAS
 JE1026  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1026
 JE1026                         *CURRENT SURVEY CONTROL
 JE1026  ___________________________________________________________________
 JE1026* NAD 83(1986)-  38 59 14.     (N)    095 14 45.     (W)     SCALED    
 JE1026* NAVD 88     -       253.115  (meters)     830.43   (feet)  ADJUSTED  
 JE1026  ___________________________________________________________________
 JE1026  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE1026  DYNAMIC HT  -         252.949 (meters)     829.88  (feet)  COMP
 JE1026  MODELED GRAV-     979,968.8   (mgal)                       NAVD 88
 JE1026
 JE1026  VERT ORDER  -  FIRST     CLASS II
 JE1026
 JE1026.The horizontal coordinates were scaled from a topographic map and have
 JE1026.an estimated accuracy of +/- 6 seconds.
 JE1026
 JE1026.The orthometric height was determined by differential leveling
 JE1026.and adjusted by the National Geodetic Survey in June 1991..
 JE1026.WARNING-Repeat measurements at this control monument indicate possible
 JE1026.vertical movement.
 JE1026
 JE1026.The geoid height was determined by GEOID03.
 JE1026
 JE1026.The dynamic height is computed by dividing the NAVD 88
 JE1026.geopotential number by the normal gravity value computed on the
 JE1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1026.degrees latitude (g = 980.6199 gals.).
 JE1026
 JE1026.The modeled gravity was interpolated from observed gravity values.
 JE1026
 JE1026;                    North         East    Units  Estimated Accuracy
 JE1026;SPC KS N     -    76,220.      638,580.      MT  (+/- 180 meters Scaled)
 JE1026
 JE1026                          SUPERSEDED SURVEY CONTROL
 JE1026
 JE1026  NGVD 29 (??/??/92)  253.030  (m)          830.15   (f) ADJ UNCH    1 2
 JE1026
 JE1026.Superseded values are not recommended for survey control.
 JE1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1026.See file dsdata.txt to determine how the superseded data were derived.
 JE1026
 JE1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD054177(NAD 83)
 JE1026_MARKER: Z = SEE DESCRIPTION
 JE1026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1026_SP_SET: RAIL
 JE1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1026
 JE1026  HISTORY     - Date     Condition        Report By
 JE1026  HISTORY     - UNK      MONUMENTED       ATSFRR
 JE1026  HISTORY     - 1951     GOOD             NGS
 JE1026  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE1026
 JE1026                          STATION DESCRIPTION
 JE1026
 JE1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1026'1.5 MI NW FROM LAWRENCE.
 JE1026'1.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1026'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, AT MILEPOST 28,
 JE1026'AND 9 FEET NORTH OF THE CENTERLINE OF THE TRACK.  THE TOP OF A
 JE1026'VERTICAL SECTION OF RAIL PAINTED WHITE AND PROJECTING 15 INCHES
 JE1026'ABOVE GROUND.
 JE1026
 JE1026                          STATION RECOVERY (1986)
 JE1026
 JE1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0070 ***********************************************************************
 HF0070  DESIGNATION -  28
 HF0070  PID         -  HF0070
 HF0070  STATE/COUNTY-  KS/GREENWOOD
 HF0070  USGS QUAD   -  VIRGIL (1969)
 HF0070
 HF0070                         *CURRENT SURVEY CONTROL
 HF0070  ___________________________________________________________________
 HF0070* NAD 83(1986)-  37 56 43.     (N)    096 00 13.     (W)     SCALED    
 HF0070* NAVD 88     -       293.004  (meters)     961.30   (feet)  ADJUSTED  
 HF0070  ___________________________________________________________________
 HF0070  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HF0070  DYNAMIC HT  -         292.782 (meters)     960.57  (feet)  COMP
 HF0070  MODELED GRAV-     979,864.4   (mgal)                       NAVD 88
 HF0070
 HF0070  VERT ORDER  -  FIRST     CLASS II
 HF0070
 HF0070.The horizontal coordinates were scaled from a topographic map and have
 HF0070.an estimated accuracy of +/- 6 seconds.
 HF0070
 HF0070.The orthometric height was determined by differential leveling
 HF0070.and adjusted by the National Geodetic Survey in June 1991..
 HF0070
 HF0070.The geoid height was determined by GEOID03.
 HF0070
 HF0070.The dynamic height is computed by dividing the NAVD 88
 HF0070.geopotential number by the normal gravity value computed on the
 HF0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0070.degrees latitude (g = 980.6199 gals.).
 HF0070
 HF0070.The modeled gravity was interpolated from observed gravity values.
 HF0070
 HF0070;                    North         East    Units  Estimated Accuracy
 HF0070;SPC KS S     -   544,840.      619,390.      MT  (+/- 180 meters Scaled)
 HF0070
 HF0070                          SUPERSEDED SURVEY CONTROL
 HF0070
 HF0070  NGVD 29 (??/??/92)  292.864  (m)          960.84   (f) ADJ UNCH    1 2
 HF0070
 HF0070.Superseded values are not recommended for survey control.
 HF0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0070.See file dsdata.txt to determine how the superseded data were derived.
 HF0070
 HF0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH633039(NAD 83)
 HF0070_MARKER: B = BOLT
 HF0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0070+STABILITY: SURFACE MOTION
 HF0070
 HF0070  HISTORY     - Date     Condition        Report By
 HF0070  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0070  HISTORY     - 1933     GOOD             NGS
 HF0070
 HF0070                          STATION DESCRIPTION
 HF0070
 HF0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0070'2.6 MI S FROM VIRGIL.
 HF0070'2.6 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0070'FROM THE STATION AT VIRGIL, GREENWOOD COUNTY, AT MILEPOST 28,
 HF0070'38 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 1 FOOT
 HF0070'EAST OF THE RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE
 HF0070'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0692 ***********************************************************************
 JF0692  DESIGNATION -  28+00
 JF0692  PID         -  JF0692
 JF0692  STATE/COUNTY-  KS/MARION
 JF0692  USGS QUAD   -  WALDECK (1985)
 JF0692
 JF0692                         *CURRENT SURVEY CONTROL
 JF0692  ___________________________________________________________________
 JF0692* NAD 83(1986)-  38 23 24.     (N)    097 19 32.     (W)     SCALED    
 JF0692* NAVD 88     -       470.855  (meters)    1544.80   (feet)  ADJUSTED  
 JF0692  ___________________________________________________________________
 JF0692  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 JF0692  DYNAMIC HT  -         470.501 (meters)    1543.64  (feet)  COMP
 JF0692  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 JF0692
 JF0692  VERT ORDER  -  FIRST     CLASS II
 JF0692
 JF0692.The horizontal coordinates were scaled from a topographic map and have
 JF0692.an estimated accuracy of +/- 6 seconds.
 JF0692
 JF0692.The orthometric height was determined by differential leveling
 JF0692.and adjusted by the National Geodetic Survey in July 2002..
 JF0692
 JF0692.The geoid height was determined by GEOID03.
 JF0692
 JF0692.The dynamic height is computed by dividing the NAVD 88
 JF0692.geopotential number by the normal gravity value computed on the
 JF0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0692.degrees latitude (g = 980.6199 gals.).
 JF0692
 JF0692.The modeled gravity was interpolated from observed gravity values.
 JF0692
 JF0692;                    North         East    Units  Estimated Accuracy
 JF0692;SPC KS S     -   591,910.      502,600.      MT  (+/- 180 meters Scaled)
 JF0692
 JF0692                          SUPERSEDED SURVEY CONTROL
 JF0692
 JF0692  NAVD 88 (06/15/91)  470.792  (m)         1544.59   (f) UNKNOWN     1 2
 JF0692  NGVD 29 (??/??/92)  470.608  (m)         1543.99   (f) ADJ UNCH    1 2
 JF0692
 JF0692.Superseded values are not recommended for survey control.
 JF0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0692.See file dsdata.txt to determine how the superseded data were derived.
 JF0692
 JF0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH462504(NAD 83)
 JF0692_MARKER: B = BOLT
 JF0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0692_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0692+STABILITY: SURFACE MOTION
 JF0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0692+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1997
 JF0692
 JF0692  HISTORY     - Date     Condition        Report By
 JF0692  HISTORY     - UNK      MONUMENTED       CGS
 JF0692  HISTORY     - 1934     GOOD             NGS
 JF0692  HISTORY     - 19971024 GOOD             NGS
 JF0692
 JF0692                          STATION DESCRIPTION
 JF0692
 JF0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0692'1.8 MI W FROM LEHIGH.
 JF0692'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO. AT MILE POST
 JF0692'28.  49 FT. R. OR NORTH OF THE CENTER LINE OF THE TRACK.
 JF0692
 JF0692                          STATION RECOVERY (1997)
 JF0692
 JF0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 JF0692'2.7 KM (1.65 MI) NORTHWESTERLY ALONG A RAILROAD GRADE (TRACK REMOVED)
 JF0692'FROM THE JUNCTION OF MAIN STREET IN LEHIGH, 31.7 M (104.0 FT)
 JF0692'NORTHWEST OF A UTILITY POLE, 14.6 M (47.9 FT) NORTHEAST OF THE GRADE
 JF0692'CENTER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE GRADE, 0.3 M (1.0 FT)
 JF0692'SOUTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 JF0692'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0158 ***********************************************************************
 HH0158  DESIGNATION -  2832
 HH0158  PID         -  HH0158
 HH0158  STATE/COUNTY-  KS/FINNEY
 HH0158  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0158
 HH0158                         *CURRENT SURVEY CONTROL
 HH0158  ___________________________________________________________________
 HH0158* NAD 83(1986)-  37 58 01.     (N)    100 52 27.     (W)     SCALED    
 HH0158* NAVD 88     -       865.616  (meters)    2839.94   (feet)  ADJUSTED  
 HH0158  ___________________________________________________________________
 HH0158  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HH0158  DYNAMIC HT  -         864.845 (meters)    2837.41  (feet)  COMP
 HH0158  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 HH0158
 HH0158  VERT ORDER  -  FIRST     CLASS II
 HH0158
 HH0158.The horizontal coordinates were scaled from a topographic map and have
 HH0158.an estimated accuracy of +/- 6 seconds.
 HH0158
 HH0158.The orthometric height was determined by differential leveling
 HH0158.and adjusted by the National Geodetic Survey in June 1991..
 HH0158.WARNING-Repeat measurements at this control monument indicate possible
 HH0158.vertical movement.
 HH0158
 HH0158.The geoid height was determined by GEOID03.
 HH0158
 HH0158.The dynamic height is computed by dividing the NAVD 88
 HH0158.geopotential number by the normal gravity value computed on the
 HH0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0158.degrees latitude (g = 980.6199 gals.).
 HH0158
 HH0158.The modeled gravity was interpolated from observed gravity values.
 HH0158
 HH0158;                    North         East    Units  Estimated Accuracy
 HH0158;SPC KS S     -   546,970.      191,410.      MT  (+/- 180 meters Scaled)
 HH0158
 HH0158                          SUPERSEDED SURVEY CONTROL
 HH0158
 HH0158  NGVD 29 (??/??/92)  865.239  (m)         2838.70   (f) ADJ UNCH    1 2
 HH0158
 HH0158.Superseded values are not recommended for survey control.
 HH0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0158.See file dsdata.txt to determine how the superseded data were derived.
 HH0158
 HH0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH353038(NAD 83)
 HH0158_MARKER: DD = SURVEY DISK
 HH0158_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HH0158_SP_SET: BUILDING
 HH0158_STAMPING: 2832
 HH0158_MARK LOGO: USGS  
 HH0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0158+STABILITY: POSITION/ELEVATION WELL
 HH0158
 HH0158  HISTORY     - Date     Condition        Report By
 HH0158  HISTORY     - UNK      MONUMENTED       USGS
 HH0158  HISTORY     - 1933     GOOD             NGS
 HH0158  HISTORY     - 1985     GOOD             NGS
 HH0158
 HH0158                          STATION DESCRIPTION
 HH0158
 HH0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0158'AT GARDEN CITY.
 HH0158'AT GARDEN CITY, FINNEY COUNTY, ON THE MAIN STREET, IN THE WALL
 HH0158'OF THE OLD COUNTY COURTHOUSE BUILDING NOW OCCUPIED BY THE GEORGE
 HH0158'W. FINNUP LAND CO., 6 INCHES EAST OF THE SOUTHEAST CORNER, AND
 HH0158'2 FEET ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 HH0158'STANDARD DISK, STAMPED 2832 AND SET VERTICALLY.
 HH0158
 HH0158                          STATION RECOVERY (1985)
 HH0158
 HH0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HH0158'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN GARDEN
 HH0158'CITY, VERTICALLY, IN THE EAST FACE 0F THE SECOND CONCRETE PILLAR SOUTH
 HH0158'OF THE MAIN ENTRANCE TO THE RAUHUTS BUILDING, AT THE SOUTHWEST CORNER
 HH0158'OF THE INTERSECTION OF MAIN STREET AND FULTON STREET, 4.2 METERS (14
 HH0158'FT) WEST OF THE WEST CURB OF MAIN STREET, 49.5 METERS (162.5 FT) SOUTH
 HH0158'OF THE SOUTH CURB OF FULTON STREET, 7.6 METERS (25 FT) SOUTH OF THE
 HH0158'CENTER OF THE BUILDING ENTRANCE AND 0.7 METER (2.5 FT) ABOVE THE
 HH0158'SIDEWALK.
 HH0158'THE MARK IS 0.7 M ABOVE MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0600 ***********************************************************************
 HH0600  DESIGNATION -  2870=G 8
 HH0600  PID         -  HH0600
 HH0600  STATE/COUNTY-  KS/FINNEY
 HH0600  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0600
 HH0600                         *CURRENT SURVEY CONTROL
 HH0600  ___________________________________________________________________
 HH0600* NAD 83(1986)-  37 58 59.     (N)    100 58 33.     (W)     SCALED    
 HH0600* NAVD 88     -       877.578  (meters)    2879.19   (feet)  ADJUSTED  
 HH0600  ___________________________________________________________________
 HH0600  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 HH0600  DYNAMIC HT  -         876.795 (meters)    2876.62  (feet)  COMP
 HH0600  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 HH0600
 HH0600  VERT ORDER  -  FIRST     CLASS II
 HH0600
 HH0600.The horizontal coordinates were scaled from a topographic map and have
 HH0600.an estimated accuracy of +/- 6 seconds.
 HH0600
 HH0600.The orthometric height was determined by differential leveling
 HH0600.and adjusted by the National Geodetic Survey in June 1991..
 HH0600.WARNING-Repeat measurements at this control monument indicate possible
 HH0600.vertical movement.
 HH0600
 HH0600.The geoid height was determined by GEOID03.
 HH0600
 HH0600.The dynamic height is computed by dividing the NAVD 88
 HH0600.geopotential number by the normal gravity value computed on the
 HH0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0600.degrees latitude (g = 980.6199 gals.).
 HH0600
 HH0600.The modeled gravity was interpolated from observed gravity values.
 HH0600
 HH0600;                    North         East    Units  Estimated Accuracy
 HH0600;SPC KS S     -   548,990.      182,530.      MT  (+/- 180 meters Scaled)
 HH0600
 HH0600                          SUPERSEDED SURVEY CONTROL
 HH0600
 HH0600  NGVD 29 (??/??/92)  877.214  (m)         2877.99   (f) ADJ UNCH    1 2
 HH0600
 HH0600.Superseded values are not recommended for survey control.
 HH0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0600.See file dsdata.txt to determine how the superseded data were derived.
 HH0600
 HH0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH264057(NAD 83)
 HH0600_MARKER: P = PIPE CAP
 HH0600_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HH0600_SP_SET: SHALLOW-SET PIPE
 HH0600_STAMPING: 2870 G 8
 HH0600_MARK LOGO: USGS  
 HH0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0600
 HH0600  HISTORY     - Date     Condition        Report By
 HH0600  HISTORY     - UNK      MONUMENTED       USGS
 HH0600  HISTORY     - 1934     GOOD             CGS
 HH0600  HISTORY     - 1986     GOOD             NGS
 HH0600
 HH0600                          STATION DESCRIPTION
 HH0600
 HH0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0600'1.0 KM (0.60 MI) EAST FROM HOLCOMB.
 HH0600'ABOUT 0.6 MI EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HH0600'HOLCOMB, ABOUT 200 YARDS WEST OF MILEPOST 408, AND 35 FT SOUTH OF THE
 HH0600'CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HH0600'CAP, STAMPED--2870, AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 HH0600'PIPE DEPTH UNKNOWN.
 HH0600
 HH0600                          STATION RECOVERY (1986)
 HH0600
 HH0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0600'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.16 KM (0.1
 HH0600'MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT HOLCOMB, THENCE
 HH0600'1.3 KM (0.8 MI) EAST ALONG RAILROAD AVENUE, AT RAILROAD SIGNAL 4082,
 HH0600'9.1 METERS (30 FT) NORTHEAST OF THE CENTER OF THE STREET, 15.2 METERS
 HH0600'(49.9 FT) SOUTHEAST OF THE SIGNAL, 14.0 METERS (46 FT) SOUTHEAST OF
 HH0600'THE SOUTHEAST RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND
 HH0600'14.0 METERS (46 FT) SOUTHEAST OF A TELEGRAPH POLE.  NOTE--CAP WAS
 HH0600'FOUND TO BE STAMPED 2870 G 8 NOT 2870 AS PREVIOUSLY DESCRIBED.
 HH0600'THE MARK IS 0.15 METERS  NE FROM  A WITNESS POST
 HH0600'THE MARK IS 0.9 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0709 ***********************************************************************
 KE0709  DESIGNATION -  29
 KE0709  PID         -  KE0709
 KE0709  STATE/COUNTY-  KS/JEFFERSON
 KE0709  USGS QUAD   -  VALLEY FALLS (1979)
 KE0709
 KE0709                         *CURRENT SURVEY CONTROL
 KE0709  ___________________________________________________________________
 KE0709* NAD 83(1986)-  39 18 36.     (N)    095 28 23.     (W)     SCALED    
 KE0709* NAVD 88     -       299.128  (meters)     981.39   (feet)  ADJUSTED  
 KE0709  ___________________________________________________________________
 KE0709  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KE0709  DYNAMIC HT  -         298.939 (meters)     980.77  (feet)  COMP
 KE0709  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 KE0709
 KE0709  VERT ORDER  -  SECOND    CLASS 0
 KE0709
 KE0709.The horizontal coordinates were scaled from a topographic map and have
 KE0709.an estimated accuracy of +/- 6 seconds.
 KE0709
 KE0709.The orthometric height was determined by differential leveling
 KE0709.and adjusted by the National Geodetic Survey in June 1991..
 KE0709
 KE0709.The geoid height was determined by GEOID03.
 KE0709
 KE0709.The dynamic height is computed by dividing the NAVD 88
 KE0709.geopotential number by the normal gravity value computed on the
 KE0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0709.degrees latitude (g = 980.6199 gals.).
 KE0709
 KE0709.The modeled gravity was interpolated from observed gravity values.
 KE0709
 KE0709;                    North         East    Units  Estimated Accuracy
 KE0709;SPC KS N     -   111,460.      617,900.      MT  (+/- 180 meters Scaled)
 KE0709
 KE0709                          SUPERSEDED SURVEY CONTROL
 KE0709
 KE0709  NGVD 29 (??/??/92)  299.026  (m)          981.05   (f) ADJ UNCH    2 0
 KE0709
 KE0709.Superseded values are not recommended for survey control.
 KE0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0709.See file dsdata.txt to determine how the superseded data were derived.
 KE0709
 KE0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD867540(NAD 83)
 KE0709_MARKER: DD = SURVEY DISK
 KE0709_SETTING: 0 = UNSPECIFIED SETTING
 KE0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0709
 KE0709  HISTORY     - Date     Condition        Report By
 KE0709  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0709  HISTORY     - 1950     GOOD             NGS
 KE0709
 KE0709                          STATION DESCRIPTION
 KE0709
 KE0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0709'3 MI SW FROM VALLEY FALLS.
 KE0709'3.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0709'RAILWAY FROM THE STATION AT VALLEY FALLS, JEFFERSON COUNTY,
 KE0709'OPPOSITE MILEPOST 29, AND 6 FEET WEST OF THE CENTERLINE OF THE
 KE0709'TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY
 KE0709'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0068 ***********************************************************************
 HF0068  DESIGNATION -  29
 HF0068  PID         -  HF0068
 HF0068  STATE/COUNTY-  KS/GREENWOOD
 HF0068  USGS QUAD   -  VIRGIL (1969)
 HF0068
 HF0068                         *CURRENT SURVEY CONTROL
 HF0068  ___________________________________________________________________
 HF0068* NAD 83(1986)-  37 57 35.     (N)    096 00 29.     (W)     SCALED    
 HF0068* NAVD 88     -       294.154  (meters)     965.07   (feet)  ADJUSTED  
 HF0068  ___________________________________________________________________
 HF0068  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HF0068  DYNAMIC HT  -         293.931 (meters)     964.34  (feet)  COMP
 HF0068  MODELED GRAV-     979,865.8   (mgal)                       NAVD 88
 HF0068
 HF0068  VERT ORDER  -  FIRST     CLASS II
 HF0068
 HF0068.The horizontal coordinates were scaled from a topographic map and have
 HF0068.an estimated accuracy of +/- 6 seconds.
 HF0068
 HF0068.The orthometric height was determined by differential leveling
 HF0068.and adjusted by the National Geodetic Survey in June 1991..
 HF0068
 HF0068.The geoid height was determined by GEOID03.
 HF0068
 HF0068.The dynamic height is computed by dividing the NAVD 88
 HF0068.geopotential number by the normal gravity value computed on the
 HF0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0068.degrees latitude (g = 980.6199 gals.).
 HF0068
 HF0068.The modeled gravity was interpolated from observed gravity values.
 HF0068
 HF0068;                    North         East    Units  Estimated Accuracy
 HF0068;SPC KS S     -   546,440.      618,950.      MT  (+/- 180 meters Scaled)
 HF0068
 HF0068                          SUPERSEDED SURVEY CONTROL
 HF0068
 HF0068  NGVD 29 (??/??/92)  294.014  (m)          964.61   (f) ADJ UNCH    1 2
 HF0068
 HF0068.Superseded values are not recommended for survey control.
 HF0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0068.See file dsdata.txt to determine how the superseded data were derived.
 HF0068
 HF0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH628055(NAD 83)
 HF0068_MARKER: B = BOLT
 HF0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0068+STABILITY: SURFACE MOTION
 HF0068
 HF0068  HISTORY     - Date     Condition        Report By
 HF0068  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0068  HISTORY     - 1933     GOOD             NGS
 HF0068
 HF0068                          STATION DESCRIPTION
 HF0068
 HF0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0068'1.5 MI S FROM VIRGIL.
 HF0068'1.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0068'FROM THE STATION AT VIRGIL, GREENWOOD COUNTY, AT MILEPOST 29,
 HF0068'78 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK, AND
 HF0068'2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  AN IRON BOLT,
 HF0068'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HF0068'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0367 ***********************************************************************
 HE0367  DESIGNATION -  29 A
 HE0367  PID         -  HE0367
 HE0367  STATE/COUNTY-  KS/CRAWFORD
 HE0367  USGS QUAD   -  WALNUT (1973)
 HE0367
 HE0367                         *CURRENT SURVEY CONTROL
 HE0367  ___________________________________________________________________
 HE0367* NAD 83(1986)-  37 34 45.     (N)    095 00 19.     (W)     SCALED    
 HE0367* NAVD 88     -       280.705  (meters)     920.95   (feet)  ADJUSTED  
 HE0367  ___________________________________________________________________
 HE0367  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HE0367  DYNAMIC HT  -         280.490 (meters)     920.24  (feet)  COMP
 HE0367  MODELED GRAV-     979,855.5   (mgal)                       NAVD 88
 HE0367
 HE0367  VERT ORDER  -  SECOND    CLASS 0
 HE0367
 HE0367.The horizontal coordinates were scaled from a topographic map and have
 HE0367.an estimated accuracy of +/- 6 seconds.
 HE0367
 HE0367.The orthometric height was determined by differential leveling
 HE0367.and adjusted by the National Geodetic Survey in June 1991..
 HE0367
 HE0367.The geoid height was determined by GEOID03.
 HE0367
 HE0367.The dynamic height is computed by dividing the NAVD 88
 HE0367.geopotential number by the normal gravity value computed on the
 HE0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0367.degrees latitude (g = 980.6199 gals.).
 HE0367
 HE0367.The modeled gravity was interpolated from observed gravity values.
 HE0367
 HE0367;                    North         East    Units  Estimated Accuracy
 HE0367;SPC KS S     -   507,060.      708,610.      MT  (+/- 180 meters Scaled)
 HE0367
 HE0367                          SUPERSEDED SURVEY CONTROL
 HE0367
 HE0367  NGVD 29 (??/??/92)  280.589  (m)          920.57   (f) ADJ UNCH    2 0
 HE0367
 HE0367.Superseded values are not recommended for survey control.
 HE0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0367.See file dsdata.txt to determine how the superseded data were derived.
 HE0367
 HE0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB229610(NAD 83)
 HE0367_MARKER: X = CHISELED CROSS
 HE0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0367_SP_SET: BRIDGE
 HE0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0367
 HE0367  HISTORY     - Date     Condition        Report By
 HE0367  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0367  HISTORY     - 1934     GOOD             NGS
 HE0367
 HE0367                          STATION DESCRIPTION
 HE0367
 HE0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0367'4.3 MI E FROM WALNUT.
 HE0367'4.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0367'FROM THE STATION AT WALNUT, CRAWFORD COUNTY, AT BRIDGE 29 A,
 HE0367'ON THE TOP OF THE WEST END OF THE CONCRETE HEADWALL, 13 FEET
 HE0367'SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 HE0367'THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0627 ***********************************************************************
 HF0627  DESIGNATION -  29 B
 HF0627  PID         -  HF0627
 HF0627  STATE/COUNTY-  KS/SUMNER
 HF0627  USGS QUAD   -  DALTON (1964)
 HF0627
 HF0627                         *CURRENT SURVEY CONTROL
 HF0627  ___________________________________________________________________
 HF0627* NAD 83(1986)-  37 16 33.     (N)    097 15 30.     (W)     SCALED    
 HF0627* NAVD 88     -       376.809  (meters)    1236.25   (feet)  ADJUSTED  
 HF0627  ___________________________________________________________________
 HF0627  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HF0627  DYNAMIC HT  -         376.504 (meters)    1235.25  (feet)  COMP
 HF0627  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 HF0627
 HF0627  VERT ORDER  -  SECOND    CLASS 0
 HF0627
 HF0627.The horizontal coordinates were scaled from a topographic map and have
 HF0627.an estimated accuracy of +/- 6 seconds.
 HF0627
 HF0627.The orthometric height was determined by differential leveling
 HF0627.and adjusted by the National Geodetic Survey in June 1991..
 HF0627
 HF0627.The geoid height was determined by GEOID03.
 HF0627
 HF0627.The dynamic height is computed by dividing the NAVD 88
 HF0627.geopotential number by the normal gravity value computed on the
 HF0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0627.degrees latitude (g = 980.6199 gals.).
 HF0627
 HF0627.The modeled gravity was interpolated from observed gravity values.
 HF0627
 HF0627;                    North         East    Units  Estimated Accuracy
 HF0627;SPC KS S     -   468,340.      510,120.      MT  (+/- 180 meters Scaled)
 HF0627
 HF0627                          SUPERSEDED SURVEY CONTROL
 HF0627
 HF0627  NGVD 29 (??/??/92)  376.698  (m)         1235.88   (f) ADJ UNCH    2 0
 HF0627
 HF0627.Superseded values are not recommended for survey control.
 HF0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0627.See file dsdata.txt to determine how the superseded data were derived.
 HF0627
 HF0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG544268(NAD 83)
 HF0627_MARKER: DD = SURVEY DISK
 HF0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0627_STAMPING: 29 B 1942
 HF0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0627+STABILITY: SURFACE MOTION
 HF0627
 HF0627  HISTORY     - Date     Condition        Report By
 HF0627  HISTORY     - 1942     MONUMENTED       USGS
 HF0627  HISTORY     - 1962     GOOD             NGS
 HF0627
 HF0627                          STATION DESCRIPTION
 HF0627
 HF0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0627'5.1 MI W FROM OXFORD.
 HF0627'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0627'THENCE 5.1 MILES WEST ALONG U.S. HIGHWAY 160 TO THE INTERSECTION
 HF0627'OF A NORTH AND SOUTH DIRT ROAD, 68.0 FEET NORTHWEST OF THE CENTER
 HF0627'OF THE INTERSECTION, 60.0 FEET NORTH OF THE CENTERLINE OF THE
 HF0627'HIGHWAY, 8.0 FEET WEST OF A TELEPHONE POLE, SET IN THE TOP OF
 HF0627'A SMALL SQUARE POST WHICH PROJECTS 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0330 ***********************************************************************
 HE0330  DESIGNATION -  29 D
 HE0330  PID         -  HE0330
 HE0330  STATE/COUNTY-  KS/CRAWFORD
 HE0330  USGS QUAD   -  BRAZILTON (1973)
 HE0330
 HE0330                         *CURRENT SURVEY CONTROL
 HE0330  ___________________________________________________________________
 HE0330* NAD 83(1986)-  37 34 21.     (N)    094 59 42.     (W)     SCALED    
 HE0330* NAVD 88     -       286.140  (meters)     938.78   (feet)  ADJUSTED  
 HE0330  ___________________________________________________________________
 HE0330  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HE0330  DYNAMIC HT  -         285.921 (meters)     938.06  (feet)  COMP
 HE0330  MODELED GRAV-     979,854.5   (mgal)                       NAVD 88
 HE0330
 HE0330  VERT ORDER  -  SECOND    CLASS 0
 HE0330
 HE0330.The horizontal coordinates were scaled from a topographic map and have
 HE0330.an estimated accuracy of +/- 6 seconds.
 HE0330
 HE0330.The orthometric height was determined by differential leveling
 HE0330.and adjusted by the National Geodetic Survey in June 1991..
 HE0330
 HE0330.The geoid height was determined by GEOID03.
 HE0330
 HE0330.The dynamic height is computed by dividing the NAVD 88
 HE0330.geopotential number by the normal gravity value computed on the
 HE0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0330.degrees latitude (g = 980.6199 gals.).
 HE0330
 HE0330.The modeled gravity was interpolated from observed gravity values.
 HE0330
 HE0330;                    North         East    Units  Estimated Accuracy
 HE0330;SPC KS S     -   506,350.      709,540.      MT  (+/- 180 meters Scaled)
 HE0330
 HE0330                          SUPERSEDED SURVEY CONTROL
 HE0330
 HE0330  NGVD 29 (??/??/92)  286.023  (m)          938.39   (f) ADJ UNCH    2 0
 HE0330
 HE0330.Superseded values are not recommended for survey control.
 HE0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0330.See file dsdata.txt to determine how the superseded data were derived.
 HE0330
 HE0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB238602(NAD 83)
 HE0330_MARKER: X = CHISELED CROSS
 HE0330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0330_SP_SET: BRIDGE
 HE0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0330
 HE0330  HISTORY     - Date     Condition        Report By
 HE0330  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0330  HISTORY     - 1935     GOOD             NGS
 HE0330
 HE0330                          STATION DESCRIPTION
 HE0330
 HE0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0330'5 MI E FROM WALNUT.
 HE0330'5.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0330'FROM THE STATION AT WALNUT, CRAWFORD COUNTY, AT BRIDGE 29 D,
 HE0330'ON THE TOP OF THE WEST END OF THE CONCRETE HEADWALL, 17 FEET
 HE0330'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 5 FEET LOWER
 HE0330'THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0690 ***********************************************************************
 JF0690  DESIGNATION -  29+00
 JF0690  PID         -  JF0690
 JF0690  STATE/COUNTY-  KS/MARION
 JF0690  USGS QUAD   -  WALDECK (1985)
 JF0690
 JF0690                         *CURRENT SURVEY CONTROL
 JF0690  ___________________________________________________________________
 JF0690* NAD 83(1986)-  38 23 47.     (N)    097 20 30.     (W)     SCALED    
 JF0690* NAVD 88     -       474.759  (meters)    1557.61   (feet)  ADJUSTED  
 JF0690  ___________________________________________________________________
 JF0690  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 JF0690  DYNAMIC HT  -         474.402 (meters)    1556.43  (feet)  COMP
 JF0690  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 JF0690
 JF0690  VERT ORDER  -  SECOND    CLASS 0
 JF0690
 JF0690.The horizontal coordinates were scaled from a topographic map and have
 JF0690.an estimated accuracy of +/- 6 seconds.
 JF0690
 JF0690.The orthometric height was determined by differential leveling
 JF0690.and adjusted by the National Geodetic Survey in June 1991..
 JF0690
 JF0690.The geoid height was determined by GEOID03.
 JF0690
 JF0690.The dynamic height is computed by dividing the NAVD 88
 JF0690.geopotential number by the normal gravity value computed on the
 JF0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0690.degrees latitude (g = 980.6199 gals.).
 JF0690
 JF0690.The modeled gravity was interpolated from observed gravity values.
 JF0690
 JF0690;                    North         East    Units  Estimated Accuracy
 JF0690;SPC KS S     -   592,610.      501,180.      MT  (+/- 180 meters Scaled)
 JF0690
 JF0690                          SUPERSEDED SURVEY CONTROL
 JF0690
 JF0690  NGVD 29 (??/??/92)  474.574  (m)         1557.00   (f) ADJ UNCH    2 0
 JF0690
 JF0690.Superseded values are not recommended for survey control.
 JF0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0690.See file dsdata.txt to determine how the superseded data were derived.
 JF0690
 JF0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH448510(NAD 83)
 JF0690_MARKER: B = BOLT
 JF0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0690+STABILITY: SURFACE MOTION
 JF0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0690+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1997
 JF0690
 JF0690  HISTORY     - Date     Condition        Report By
 JF0690  HISTORY     - UNK      MONUMENTED       CGS
 JF0690  HISTORY     - 1934     GOOD             NGS
 JF0690  HISTORY     - 19971024 POOR             NGS
 JF0690
 JF0690                          STATION DESCRIPTION
 JF0690
 JF0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0690'2.8 MI W FROM LEHIGH.
 JF0690'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  AT MILE
 JF0690'POST 29.  49 FT. R. OR NORTH OF THE CENTER LINE OF THE TRACK.
 JF0690
 JF0690                          STATION RECOVERY (1997)
 JF0690
 JF0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 JF0690'THE MONUMENT IS BROKEN AND HELD TOGETHER BY THE RE-BAR IN THE
 JF0690'CONCRETE.  THE MARK DOES NOT MEET NGS STANDARDS AND IS UNUSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0300 ***********************************************************************
 HH0300  DESIGNATION -  2909
 HH0300  PID         -  HH0300
 HH0300  STATE/COUNTY-  KS/KEARNY
 HH0300  USGS QUAD   -  DEERFIELD (1978)
 HH0300
 HH0300                         *CURRENT SURVEY CONTROL
 HH0300  ___________________________________________________________________
 HH0300* NAD 83(1986)-  37 57 46.     (N)    101 11 41.     (W)     SCALED    
 HH0300* NAVD 88     -       907.812  (meters)    2978.38   (feet)  ADJUSTED  
 HH0300  ___________________________________________________________________
 HH0300  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 HH0300  DYNAMIC HT  -         906.986 (meters)    2975.67  (feet)  COMP
 HH0300  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 HH0300
 HH0300  VERT ORDER  -  FIRST     CLASS II
 HH0300
 HH0300.The horizontal coordinates were scaled from a topographic map and have
 HH0300.an estimated accuracy of +/- 6 seconds.
 HH0300
 HH0300.The orthometric height was determined by differential leveling
 HH0300.and adjusted by the National Geodetic Survey in June 1991..
 HH0300
 HH0300.The geoid height was determined by GEOID03.
 HH0300
 HH0300.The dynamic height is computed by dividing the NAVD 88
 HH0300.geopotential number by the normal gravity value computed on the
 HH0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0300.degrees latitude (g = 980.6199 gals.).
 HH0300
 HH0300.The modeled gravity was interpolated from observed gravity values.
 HH0300
 HH0300;                    North         East    Units  Estimated Accuracy
 HH0300;SPC KS S     -   547,270.      163,240.      MT  (+/- 180 meters Scaled)
 HH0300
 HH0300                          SUPERSEDED SURVEY CONTROL
 HH0300
 HH0300  NGVD 29 (??/??/92)  907.400  (m)         2977.03   (f) ADJ UNCH    1 2
 HH0300
 HH0300.Superseded values are not recommended for survey control.
 HH0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0300.See file dsdata.txt to determine how the superseded data were derived.
 HH0300
 HH0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH072039(NAD 83)
 HH0300_MARKER: P = PIPE CAP
 HH0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HH0300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HH0300_STAMPING: 2909
 HH0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0300
 HH0300  HISTORY     - Date     Condition        Report By
 HH0300  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0300  HISTORY     - 1934     GOOD             NGS
 HH0300  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0300
 HH0300                          STATION DESCRIPTION
 HH0300
 HH0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HH0300'3.6 MI W FROM DEERFIELD.
 HH0300'ABOUT 3.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0300'RAILWAY FROM DEERFIELD, KEARNY COUNTY, AT MILEAGE 420.62, ABOUT
 HH0300'70 FEET SOUTH OF THE CENTER LINE OF A PRIVATE ROAD NORTH
 HH0300'OF THE TRACK, AND 40 FEET SOUTH OF THE MAIN TRACK.  A UNITED
 HH0300'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2909 AND RIVETED
 HH0300'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HH0300
 HH0300                          STATION RECOVERY (1986)
 HH0300
 HH0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0300'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0688 ***********************************************************************
 JF0688  DESIGNATION -  29+4980
 JF0688  PID         -  JF0688
 JF0688  STATE/COUNTY-  KS/MARION
 JF0688  USGS QUAD   -  WALDECK (1985)
 JF0688
 JF0688                         *CURRENT SURVEY CONTROL
 JF0688  ___________________________________________________________________
 JF0688* NAD 83(1986)-  38 23 26.     (N)    097 21 23.     (W)     SCALED    
 JF0688* NAVD 88     -       481.226  (meters)    1578.82   (feet)  ADJUSTED  
 JF0688  ___________________________________________________________________
 JF0688  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 JF0688  DYNAMIC HT  -         480.864 (meters)    1577.63  (feet)  COMP
 JF0688  MODELED GRAV-     979,862.4   (mgal)                       NAVD 88
 JF0688
 JF0688  VERT ORDER  -  SECOND    CLASS 0
 JF0688
 JF0688.The horizontal coordinates were scaled from a topographic map and have
 JF0688.an estimated accuracy of +/- 6 seconds.
 JF0688
 JF0688.The orthometric height was determined by differential leveling
 JF0688.and adjusted by the National Geodetic Survey in June 1991..
 JF0688
 JF0688.The geoid height was determined by GEOID03.
 JF0688
 JF0688.The dynamic height is computed by dividing the NAVD 88
 JF0688.geopotential number by the normal gravity value computed on the
 JF0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0688.degrees latitude (g = 980.6199 gals.).
 JF0688
 JF0688.The modeled gravity was interpolated from observed gravity values.
 JF0688
 JF0688;                    North         East    Units  Estimated Accuracy
 JF0688;SPC KS S     -   591,940.      499,910.      MT  (+/- 180 meters Scaled)
 JF0688
 JF0688                          SUPERSEDED SURVEY CONTROL
 JF0688
 JF0688  NGVD 29 (??/??/92)  481.039  (m)         1578.21   (f) ADJ UNCH    2 0
 JF0688
 JF0688.Superseded values are not recommended for survey control.
 JF0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0688.See file dsdata.txt to determine how the superseded data were derived.
 JF0688
 JF0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH435504(NAD 83)
 JF0688_MARKER: B = BOLT
 JF0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0688+STABILITY: SURFACE MOTION
 JF0688
 JF0688  HISTORY     - Date     Condition        Report By
 JF0688  HISTORY     - UNK      MONUMENTED       CGS
 JF0688  HISTORY     - 1934     GOOD             NGS
 JF0688  HISTORY     - 19971024 MARK NOT FOUND   NGS
 JF0688
 JF0688                          STATION DESCRIPTION
 JF0688
 JF0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0688'3.7 MI W FROM LEHIGH.
 JF0688'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  300 FT. EAST
 JF0688'OF MILE POST 30.  49 FT. R. OR NORTH OF THE CENTER LINE OF THE
 JF0688'TRACK.
 JF0688
 JF0688                          STATION RECOVERY (1997)
 JF0688
 JF0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 JF0688'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0293 ***********************************************************************
 HH0293  DESIGNATION -  2993
 HH0293  PID         -  HH0293
 HH0293  STATE/COUNTY-  KS/KEARNY
 HH0293  USGS QUAD   -  LAKIN (1978)
 HH0293
 HH0293                         *CURRENT SURVEY CONTROL
 HH0293  ___________________________________________________________________
 HH0293* NAD 83(1986)-  37 56 23.     (N)    101 15 15.     (W)     SCALED    
 HH0293* NAVD 88     -       915.256  (meters)    3002.80   (feet)  ADJUSTED  
 HH0293  ___________________________________________________________________
 HH0293  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 HH0293  DYNAMIC HT  -         914.416 (meters)    3000.05  (feet)  COMP
 HH0293  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 HH0293
 HH0293  VERT ORDER  -  FIRST     CLASS II
 HH0293
 HH0293.The horizontal coordinates were scaled from a topographic map and have
 HH0293.an estimated accuracy of +/- 6 seconds.
 HH0293
 HH0293.The orthometric height was determined by differential leveling
 HH0293.and adjusted by the National Geodetic Survey in June 1991..
 HH0293
 HH0293.The geoid height was determined by GEOID03.
 HH0293
 HH0293.The dynamic height is computed by dividing the NAVD 88
 HH0293.geopotential number by the normal gravity value computed on the
 HH0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0293.degrees latitude (g = 980.6199 gals.).
 HH0293
 HH0293.The modeled gravity was interpolated from observed gravity values.
 HH0293
 HH0293;                    North         East    Units  Estimated Accuracy
 HH0293;SPC KS S     -   544,870.      157,950.      MT  (+/- 180 meters Scaled)
 HH0293
 HH0293                          SUPERSEDED SURVEY CONTROL
 HH0293
 HH0293  NGVD 29 (??/??/92)  914.838  (m)         3001.43   (f) ADJ UNCH    1 2
 HH0293
 HH0293.Superseded values are not recommended for survey control.
 HH0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0293.See file dsdata.txt to determine how the superseded data were derived.
 HH0293
 HH0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH019015(NAD 83)
 HH0293_MARKER: P = PIPE CAP
 HH0293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HH0293_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HH0293_STAMPING: 2993
 HH0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0293
 HH0293  HISTORY     - Date     Condition        Report By
 HH0293  HISTORY     - UNK      MONUMENTED       USGS
 HH0293  HISTORY     - 1933     GOOD             NGS
 HH0293  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0293
 HH0293                          STATION DESCRIPTION
 HH0293
 HH0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0293'AT LAKIN.
 HH0293'AT LAKIN, KEARNY COUNTY, ABOUT 275 FEET NORTHEAST OF THE ATCHISON,
 HH0293'TOPEKA AND SANTA FE RAILWAY STATION, AT THE EAST SIDE OF A
 HH0293'STREET CROSSING, ABOUT 145 FEET NORTH OF THE CENTER LINE OF
 HH0293'THE TRACK, AND NEAR THE CURB.  A UNITED STATES GEOLOGICAL
 HH0293'SURVEY STANDARD CAP, STAMPED 2993 AND RIVETED ON THE TOP OF A
 HH0293'3-1/2-INCH IRON PIPE.
 HH0293
 HH0293                          STATION RECOVERY (1986)
 HH0293
 HH0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0293'NOT RECOVERED.  NOTE--PIPE IS STILL THERE WITH CAP REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0691 ***********************************************************************
 HH0691  DESIGNATION -  2K3 A
 HH0691  PID         -  HH0691
 HH0691  STATE/COUNTY-  KS/STANTON
 HH0691  USGS QUAD   -  JOHNSON EAST (1978)
 HH0691
 HH0691                         *CURRENT SURVEY CONTROL
 HH0691  ___________________________________________________________________
 HH0691* NAD 83(1997)-  37 34 59.00992(N)    101 44 03.31616(W)     ADJUSTED  
 HH0691* NAVD 88     -      1012.23   (+/-2cm)    3321.0    (feet)  VERTCON   
 HH0691  ___________________________________________________________________
 HH0691  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 HH0691  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 HH0691
 HH0691  HORZ ORDER  -  THIRD
 HH0691  VERT ORDER  -  THIRD (See Below)
 HH0691
 HH0691.This mark is at Stanton Co Municipal Airport (2K3)
 HH0691
 HH0691.The horizontal coordinates were established by classical geodetic methods
 HH0691.and adjusted by the National Geodetic Survey in October 1998..
 HH0691
 HH0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0691.The vertical order pertains to the NGVD 29 superseded value.
 HH0691
 HH0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0691
 HH0691.The geoid height was determined by GEOID03.
 HH0691
 HH0691;                    North         East     Units Scale Factor Converg.
 HH0691;SPC KS S     -   506,659.494   114,397.440   MT  0.99995287   -1 59 15.1
 HH0691;UTM  14      - 4,163,071.262   258,563.316   MT  1.00031807   -1 40 06.4
 HH0691
 HH0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0691!SPC KS S     -   0.99984507  x   0.99995287  =   0.99979795
 HH0691!UTM  14      -   0.99984507  x   1.00031807  =   1.00016309
 HH0691
 HH0691:                Primary Azimuth Mark                     Grid Az
 HH0691:SPC KS S     -  JOHNSON RAD STA KAK 487 MAST             106 38 25.8
 HH0691:UTM  14      -  JOHNSON RAD STA KAK 487 MAST             106 19 17.1
 HH0691
 HH0691|---------------------------------------------------------------------|
 HH0691| PID    Reference Object                     Distance      Geod. Az  |
 HH0691|                                                           dddmmss.s |
 HH0691| HH0826 JOHNSON RAD STA KAK 487 MAST        APPROX. 2.8 KM 1043910.7 |
 HH0691| HH0694 2K3 B                               APPROX. 0.5 KM 1393120.4 |
 HH0691| HH1039 JOHNSON COOP ELEVATOR               APPROX. 2.5 KM 2042110.6 |
 HH0691| HH0837 JOHNSON MUN WATER TANK              APPROX. 2.4 KM 2194910.4 |
 HH0691| HH1040 JOHNSON MICROWAVE MAST              APPROX. 4.3 KM 2501643.7 |
 HH0691|---------------------------------------------------------------------|
 HH0691
 HH0691                          SUPERSEDED SURVEY CONTROL
 HH0691
 HH0691  NAD 83(1997)-  37 34 59.01125(N)    101 44 03.31622(W) AD(       ) 3
 HH0691  NAD 83(1986)-  37 34 59.01465(N)    101 44 03.31214(W) AD(       ) 3
 HH0691  NAD 27      -  37 34 58.95500(N)    101 44 01.69491(W) AD(       ) 3
 HH0691  NGVD 29 (12/08/88) 1011.82   (m)         3319.6    (f) LEVELING    3  
 HH0691
 HH0691.Superseded values are not recommended for survey control.
 HH0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0691.See file dsdata.txt to determine how the superseded data were derived.
 HH0691
 HH0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5856363071(NAD 83)
 HH0691_MARKER: DD = SURVEY DISK
 HH0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0691_SP_SET: CONCRETE POST
 HH0691_STAMPING: 2K3 A 1987
 HH0691_MARK LOGO: NOSAMC
 HH0691_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0691+STABILITY: SURFACE MOTION
 HH0691
 HH0691  HISTORY     - Date     Condition        Report By
 HH0691  HISTORY     - 1987     MONUMENTED       NOS
 HH0691  HISTORY     - 1987     GOOD             NOS
 HH0691
 HH0691                          STATION DESCRIPTION
 HH0691
 HH0691'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HH0691'THE STATION IS LOCATED ON THE STANTON COUNTY AIRPORT APPROXIMATELY
 HH0691'2 MILES NE OF JOHNSON, KANSAS.
 HH0691'
 HH0691'TO REACH THE STATION CONTACT THE AIRPORT AUTHORITIES.
 HH0691'
 HH0691'THE STATION IS A STANDARD NOS DISK STAMPED---2K3 A 1987---,
 HH0691'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 HH0691'FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 778.99 METERS
 HH0691'(2555.6 FT) SOUTH OF RUNWAY END 17, 473.45 METERS (1553.2 FT)
 HH0691'NORTH OF RUNWAY END 35, 60.14 METERS (197.3 FT) NNE OF THE 7TH
 HH0691'RUNWAY LIGHT NORTH OF RUNWAY END 35, AND 26.3 METERS (86.9 FT)
 HH0691'WEST OF THE 8TH RUNWAY LIGHT NORTH OF RUNWAY END 35.
 HH0691'
 HH0691'DESCRIBED BY JWB.
 HH0691
 HH0691                          STATION RECOVERY (1987)
 HH0691
 HH0691'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HH0691'1.6 KM (1.00 MI) NE FROM JOHNSON.
 HH0691'THE STATION IS A STANDARD NOS ALUMINUM DISK SET INTO THE TOP OF A 10
 HH0691'INCH CONCRETE MONUMENT FLUSH WITH THE GROUND AT THE JOHNSON STANTON
 HH0691'COUNTY AIRPORT.  CONTACT THE AIRPORT MANAGER PRIOR TO ENTERING THE
 HH0691'AIRPORT PROPER.  THE STATION IS LOCATED 2555 FEET SOUTH OF THE END OF
 HH0691'RUNWAY 17, 197.3 FEET NNE OF THE SEVENTH RUNWAY LIGHT NORTH OF THE
 HH0691'END OF RUNWAY 35, AND 86.9 FEET WEST OF THE EIGHTH RUNWAY LIGHT NORTH
 HH0691'OF THE END OF RUNWAY 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0694 ***********************************************************************
 HH0694  DESIGNATION -  2K3 B
 HH0694  PID         -  HH0694
 HH0694  STATE/COUNTY-  KS/STANTON
 HH0694  USGS QUAD   -  JOHNSON EAST (1978)
 HH0694
 HH0694                         *CURRENT SURVEY CONTROL
 HH0694  ___________________________________________________________________
 HH0694* NAD 83(1997)-  37 34 45.96347(N)    101 43 49.32665(W)     ADJUSTED  
 HH0694* NAVD 88     -      1012.13   (+/-2cm)    3320.6    (feet)  VERTCON   
 HH0694  ___________________________________________________________________
 HH0694  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 HH0694  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 HH0694
 HH0694  HORZ ORDER  -  THIRD
 HH0694  VERT ORDER  -  THIRD (See Below)
 HH0694
 HH0694.This mark is at Stanton Co Municipal Airport (2K3)
 HH0694
 HH0694.The horizontal coordinates were established by classical geodetic methods
 HH0694.and adjusted by the National Geodetic Survey in October 1998..
 HH0694
 HH0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0694.The vertical order pertains to the NGVD 29 superseded value.
 HH0694
 HH0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0694
 HH0694.The geoid height was determined by GEOID03.
 HH0694
 HH0694;                    North         East     Units Scale Factor Converg.
 HH0694;SPC KS S     -   506,245.634   114,726.523   MT  0.99995324   -1 59 06.5
 HH0694;UTM  14      - 4,162,659.091   258,894.820   MT  1.00031609   -1 39 57.4
 HH0694
 HH0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0694!SPC KS S     -   0.99984509  x   0.99995324  =   0.99979833
 HH0694!UTM  14      -   0.99984509  x   1.00031609  =   1.00016113
 HH0694
 HH0694:                Primary Azimuth Mark                     Grid Az
 HH0694:SPC KS S     -  JOHNSON RAD STA KAK 487 MAST             099 28 52.8
 HH0694:UTM  14      -  JOHNSON RAD STA KAK 487 MAST             099 09 43.7
 HH0694
 HH0694|---------------------------------------------------------------------|
 HH0694| PID    Reference Object                     Distance      Geod. Az  |
 HH0694|                                                           dddmmss.s |
 HH0694| HH0826 JOHNSON RAD STA KAK 487 MAST        APPROX. 2.4 KM 0972946.3 |
 HH0694| HH1039 JOHNSON COOP ELEVATOR               APPROX. 2.3 KM 2161638.7 |
 HH0694| HH0837 JOHNSON MUN WATER TANK              APPROX. 2.3 KM 2324811.2 |
 HH0694| HH1040 JOHNSON MICROWAVE MAST              APPROX. 4.5 KM 2563131.2 |
 HH0694| HH0691 2K3 A                               APPROX. 0.5 KM 3193128.9 |
 HH0694|---------------------------------------------------------------------|
 HH0694
 HH0694                          SUPERSEDED SURVEY CONTROL
 HH0694
 HH0694  NAD 83(1997)-  37 34 45.96483(N)    101 43 49.32667(W) AD(       ) 3
 HH0694  NAD 83(1986)-  37 34 45.96818(N)    101 43 49.32266(W) AD(       ) 3
 HH0694  NAD 27      -  37 34 45.90817(N)    101 43 47.70602(W) AD(       ) 3
 HH0694  NGVD 29 (12/08/88) 1011.72   (m)         3319.3    (f) LEVELING    3  
 HH0694
 HH0694.Superseded values are not recommended for survey control.
 HH0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0694.See file dsdata.txt to determine how the superseded data were derived.
 HH0694
 HH0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5889562659(NAD 83)
 HH0694_MARKER: DD = SURVEY DISK
 HH0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0694_SP_SET: CONCRETE POST
 HH0694_STAMPING: 2K3 B 1987
 HH0694_MARK LOGO: NOSAMC
 HH0694_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0694+STABILITY: SURFACE MOTION
 HH0694
 HH0694  HISTORY     - Date     Condition        Report By
 HH0694  HISTORY     - 1987     MONUMENTED       NOS
 HH0694  HISTORY     - 1987     GOOD             NOS
 HH0694
 HH0694                          STATION DESCRIPTION
 HH0694
 HH0694'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HH0694'THE STATION IS LOCATED AT THE JOHNSON STANTON COUNTY AIRPORT.
 HH0694'
 HH0694'TO REACH THE STATION CONTACT THE AIRPORT MANAGER.
 HH0694'
 HH0694'THE STATION IS A STANDARD NOD DISK STAMPED---2K3 B 1987---,
 HH0694'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 HH0694'FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 119.78 METERS
 HH0694'(393.0 FT) NE OF THE WIND SOCK, 22.42 METERS (73.6 FT) SOUTH
 HH0694'OF THE SOUTH EDGE OF THE 8-26 RUNWAY, AND 3.35 METERS (11.0 FT)
 HH0694'NORTH OF BERM CREST AT NORTH EDGE OF CULTIVATED FIELD.
 HH0694'
 HH0694'DESCRIBED BY JWB.
 HH0694
 HH0694                          STATION RECOVERY (1987)
 HH0694
 HH0694'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HH0694'1.6 KM (1.00 MI) NE FROM JOHNSON.
 HH0694'THE STATION IS A STANDARD NOS ALUMINUM DISK SET INTO THE TOP OF A 10
 HH0694'INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND AT THE JOHNSON
 HH0694'STANTON COUNTY AIRPORT.  CONTACT THE AIRPORT MANAGER FOR PERMISSION
 HH0694'TO ENTER THE AIRPORT PROPER.  THE STATION IS LOCATED 393 FEET NE FROM
 HH0694'THE WINDSOCK, 73.6 FEET SOUTH OF THE SOUTH EDGE OF THE 8-26 RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0928 ***********************************************************************
 KE0928  DESIGNATION -  3
 KE0928  PID         -  KE0928
 KE0928  STATE/COUNTY-  KS/SHAWNEE
 KE0928  USGS QUAD   -  TOPEKA (1983)
 KE0928
 KE0928                         *CURRENT SURVEY CONTROL
 KE0928  ___________________________________________________________________
 KE0928* NAD 83(1986)-  39 03 33.     (N)    095 40 35.     (W)     SCALED    
 KE0928* NAVD 88     -       277.457  (meters)     910.29   (feet)  ADJUSTED  
 KE0928  ___________________________________________________________________
 KE0928  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE0928  DYNAMIC HT  -         277.276 (meters)     909.70  (feet)  COMP
 KE0928  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 KE0928
 KE0928  VERT ORDER  -  SECOND    CLASS 0
 KE0928
 KE0928.The horizontal coordinates were scaled from a topographic map and have
 KE0928.an estimated accuracy of +/- 6 seconds.
 KE0928
 KE0928.The orthometric height was determined by differential leveling
 KE0928.and adjusted by the National Geodetic Survey in June 1991..
 KE0928
 KE0928.The geoid height was determined by GEOID03.
 KE0928
 KE0928.The dynamic height is computed by dividing the NAVD 88
 KE0928.geopotential number by the normal gravity value computed on the
 KE0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0928.degrees latitude (g = 980.6199 gals.).
 KE0928
 KE0928.The modeled gravity was interpolated from observed gravity values.
 KE0928
 KE0928;                    North         East    Units  Estimated Accuracy
 KE0928;SPC KS N     -    83,160.      601,090.      MT  (+/- 180 meters Scaled)
 KE0928
 KE0928                          SUPERSEDED SURVEY CONTROL
 KE0928
 KE0928  NGVD 29 (??/??/92)  277.333  (m)          909.88   (f) ADJ UNCH    2 0
 KE0928
 KE0928.Superseded values are not recommended for survey control.
 KE0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0928.See file dsdata.txt to determine how the superseded data were derived.
 KE0928
 KE0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD684267(NAD 83)
 KE0928_MARKER: DD = SURVEY DISK
 KE0928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0928_SP_SET: PEDESTRAIN WALK
 KE0928_STAMPING: BM 3
 KE0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0928
 KE0928  HISTORY     - Date     Condition        Report By
 KE0928  HISTORY     - UNK      MONUMENTED
 KE0928  HISTORY     - 1970     GOOD             NGS
 KE0928  HISTORY     - 20051126 MARK NOT FOUND   GEOCAC
 KE0928
 KE0928                          STATION DESCRIPTION
 KE0928
 KE0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0928'AT TOPEKA.
 KE0928'AT TOPEKA, 40 YARDS SOUTH OF THE CENTER OF THE INTERSTATE HIGHWAY
 KE0928'70 OVERPASS FOR U.S. HIGHWAY 75, AT THE JUNCTION OF U.S. HIGHWAY
 KE0928'75 WHICH IS TOPEKA AVENUE AND WEST 2ND STREET, 11.3 FEET EAST OF
 KE0928'THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, SET IN THE
 KE0928'TOP OF THE SOUTH END OF THE EAST CONCRETE GUARDRAIL ON THE
 KE0928'WEST SIDE OF THE EAST PEDESTRAIN WALK ON THE HIGHWAY BRIDGE OVER
 KE0928'THE KANSAS RIVER AND VARIOUS STREETS, 1.8 FEET NORTH OF THE
 KE0928'SOUTH END OF THE GUARDRAIL, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 KE0928'OF THE HIGHWAY.  SECTION 30, T 11S, R 16E.
 KE0928
 KE0928                          STATION RECOVERY (2005)
 KE0928
 KE0928'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0928'THE EAST PEDESTRAIN WALK APPEARS TO HAVE BEEN REMOVED FROM THE EAST
 KE0928'SIDE OF THE TOPEKA AVE BRIDGE.
 KE0928' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0591 ***********************************************************************
 HE0591  DESIGNATION -  3
 HE0591  PID         -  HE0591
 HE0591  STATE/COUNTY-  KS/WILSON
 HE0591  USGS QUAD   -  MIDDLETOWN (1975)
 HE0591
 HE0591                         *CURRENT SURVEY CONTROL
 HE0591  ___________________________________________________________________
 HE0591* NAD 83(1986)-  37 38 12.     (N)    095 48 52.     (W)     SCALED    
 HE0591* NAVD 88     -       260.712  (meters)     855.35   (feet)  ADJUSTED  
 HE0591  ___________________________________________________________________
 HE0591  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HE0591  DYNAMIC HT  -         260.510 (meters)     854.69  (feet)  COMP
 HE0591  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 HE0591
 HE0591  VERT ORDER  -  FIRST     CLASS II
 HE0591
 HE0591.The horizontal coordinates were scaled from a topographic map and have
 HE0591.an estimated accuracy of +/- 6 seconds.
 HE0591
 HE0591.The orthometric height was determined by differential leveling
 HE0591.and adjusted by the National Geodetic Survey in June 1991..
 HE0591
 HE0591.The geoid height was determined by GEOID03.
 HE0591
 HE0591.The dynamic height is computed by dividing the NAVD 88
 HE0591.geopotential number by the normal gravity value computed on the
 HE0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0591.degrees latitude (g = 980.6199 gals.).
 HE0591
 HE0591.The modeled gravity was interpolated from observed gravity values.
 HE0591
 HE0591;                    North         East    Units  Estimated Accuracy
 HE0591;SPC KS S     -   511,070.      636,990.      MT  (+/- 180 meters Scaled)
 HE0591
 HE0591                          SUPERSEDED SURVEY CONTROL
 HE0591
 HE0591  NGVD 29 (??/??/92)  260.574  (m)          854.90   (f) ADJ UNCH    1 2
 HE0591
 HE0591.Superseded values are not recommended for survey control.
 HE0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0591.See file dsdata.txt to determine how the superseded data were derived.
 HE0591
 HE0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB516692(NAD 83)
 HE0591_MARKER: B = BOLT
 HE0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0591+STABILITY: SURFACE MOTION
 HE0591
 HE0591  HISTORY     - Date     Condition        Report By
 HE0591  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0591  HISTORY     - 1934     GOOD             NGS
 HE0591  HISTORY     - 1934     GOOD             NGS
 HE0591  HISTORY     - 1975     MARK NOT FOUND   USGS
 HE0591  HISTORY     - 1975     MARK NOT FOUND   USGS
 HE0591
 HE0591                          STATION DESCRIPTION
 HE0591
 HE0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0591'1.3 MI SE FROM FARMDALE.
 HE0591'1.3 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 HE0591'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT FARMDALE,
 HE0591'WILSON COUNTY, AND 49 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HE0591'OLD ROADBED.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST
 HE0591'PROJECTING 6 INCHES ABOVE GROUND.
 HE0591
 HE0591                          STATION RECOVERY (1934)
 HE0591
 HE0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 HE0591'RECOVERED IN GOOD CONDITION.
 HE0591
 HE0591                          STATION RECOVERY (1975)
 HE0591
 HE0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0591'MARK NOT FOUND.
 HE0591
 HE0591                          STATION RECOVERY (1975)
 HE0591
 HE0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0640 ***********************************************************************
 KE0640  DESIGNATION -  3
 KE0640  PID         -  KE0640
 KE0640  STATE/COUNTY-  KS/LEAVENWORTH
 KE0640  USGS QUAD   -  MC LOUTH (1979)
 KE0640
 KE0640                         *CURRENT SURVEY CONTROL
 KE0640  ___________________________________________________________________
 KE0640* NAD 83(1986)-  39 08 33.     (N)    095 07 45.     (W)     SCALED    
 KE0640* NAVD 88     -       333.418  (meters)    1093.89   (feet)  ADJUSTED  
 KE0640  ___________________________________________________________________
 KE0640  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KE0640  DYNAMIC HT  -         333.203 (meters)    1093.18  (feet)  COMP
 KE0640  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 KE0640
 KE0640  VERT ORDER  -  SECOND    CLASS 0
 KE0640
 KE0640.The horizontal coordinates were scaled from a topographic map and have
 KE0640.an estimated accuracy of +/- 6 seconds.
 KE0640
 KE0640.The orthometric height was determined by differential leveling
 KE0640.and adjusted by the National Geodetic Survey in June 1991..
 KE0640.WARNING-Repeat measurements at this control monument indicate possible
 KE0640.vertical movement.
 KE0640
 KE0640.The geoid height was determined by GEOID03.
 KE0640
 KE0640.The dynamic height is computed by dividing the NAVD 88
 KE0640.geopotential number by the normal gravity value computed on the
 KE0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0640.degrees latitude (g = 980.6199 gals.).
 KE0640
 KE0640.The modeled gravity was interpolated from observed gravity values.
 KE0640
 KE0640;                    North         East    Units  Estimated Accuracy
 KE0640;SPC KS N     -    93,760.      648,140.      MT  (+/- 180 meters Scaled)
 KE0640
 KE0640                          SUPERSEDED SURVEY CONTROL
 KE0640
 KE0640  NGVD 29 (??/??/92)  333.337  (m)         1093.62   (f) ADJ UNCH    2 0
 KE0640
 KE0640.Superseded values are not recommended for survey control.
 KE0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0640.See file dsdata.txt to determine how the superseded data were derived.
 KE0640
 KE0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD159347(NAD 83)
 KE0640_MARKER: B = BOLT
 KE0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0640+STABILITY: SURFACE MOTION
 KE0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0640+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 KE0640
 KE0640  HISTORY     - Date     Condition        Report By
 KE0640  HISTORY     - UNK      MONUMENTED       KSHC
 KE0640  HISTORY     - 1950     GOOD             NGS
 KE0640  HISTORY     - 20020826 GOOD             SKW
 KE0640
 KE0640                          STATION DESCRIPTION
 KE0640
 KE0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0640'4.4 MI NW FROM TONGANOXIE.
 KE0640'4.4 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE UNION
 KE0640'PACIFIC RAILROAD STATION AT TONGANOXIE, LEAVENWORTH COUNTY,
 KE0640'35.6 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25 YARDS
 KE0640'NORTHEAST OF A FENCE CORNER SOUTHWEST OF THE HIGHWAY, 2.7
 KE0640'FEET SOUTHWEST OF A WIRE FENCE, AND LEVEL WITH THE HIGHWAY.
 KE0640'A COPPER BOLT, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KE0640'THE GROUND.
 KE0640
 KE0640                          STATION RECOVERY (2002)
 KE0640
 KE0640'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0106 ***********************************************************************
 JF0106  DESIGNATION -  3
 JF0106  PID         -  JF0106
 JF0106  STATE/COUNTY-  KS/LYON
 JF0106  USGS QUAD   -  AMERICUS (1972)
 JF0106
 JF0106                         *CURRENT SURVEY CONTROL
 JF0106  ___________________________________________________________________
 JF0106* NAD 83(1986)-  38 32 56.     (N)    096 19 28.     (W)     SCALED    
 JF0106* NAVD 88     -       357.794  (meters)    1173.86   (feet)  ADJUSTED  
 JF0106  ___________________________________________________________________
 JF0106  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 JF0106  DYNAMIC HT  -         357.539 (meters)    1173.03  (feet)  COMP
 JF0106  MODELED GRAV-     979,905.3   (mgal)                       NAVD 88
 JF0106
 JF0106  VERT ORDER  -  SECOND    CLASS 0
 JF0106
 JF0106.The horizontal coordinates were scaled from a topographic map and have
 JF0106.an estimated accuracy of +/- 6 seconds.
 JF0106
 JF0106.The orthometric height was determined by differential leveling
 JF0106.and adjusted by the National Geodetic Survey in June 1991..
 JF0106
 JF0106.The geoid height was determined by GEOID03.
 JF0106
 JF0106.The dynamic height is computed by dividing the NAVD 88
 JF0106.geopotential number by the normal gravity value computed on the
 JF0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0106.degrees latitude (g = 980.6199 gals.).
 JF0106
 JF0106.The modeled gravity was interpolated from observed gravity values.
 JF0106
 JF0106;                    North         East    Units  Estimated Accuracy
 JF0106;SPC KS S     -   611,120.      589,630.      MT  (+/- 180 meters Scaled)
 JF0106
 JF0106                          SUPERSEDED SURVEY CONTROL
 JF0106
 JF0106  NGVD 29 (??/??/92)  357.656  (m)         1173.41   (f) ADJ UNCH    2 0
 JF0106
 JF0106.Superseded values are not recommended for survey control.
 JF0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0106.See file dsdata.txt to determine how the superseded data were derived.
 JF0106
 JF0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH331701(NAD 83)
 JF0106_MARKER: DD = SURVEY DISK
 JF0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0106_SP_SET: CULVERT
 JF0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0106
 JF0106  HISTORY     - Date     Condition        Report By
 JF0106  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0106  HISTORY     - 1935     GOOD             NGS
 JF0106
 JF0106                          STATION DESCRIPTION
 JF0106
 JF0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0106'2.9 MI S FROM DUNLAP.
 JF0106'2.9 MILES S. OF DUNLAP STATION ALONG M-K-T-RR. IN TOP OF S.
 JF0106'END OF RAISED CENTER STRIP OF BRONZE DISC IN S. END OF W. HEADWALL
 JF0106'OF DOUBLE 4 X 6 CONC. CULVERT, 0.2 MILE S. OF MP 109.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0426 ***********************************************************************
 HF0426  DESIGNATION -  3
 HF0426  PID         -  HF0426
 HF0426  STATE/COUNTY-  KS/BUTLER
 HF0426  USGS QUAD   -  GORDON (1979)
 HF0426
 HF0426                         *CURRENT SURVEY CONTROL
 HF0426  ___________________________________________________________________
 HF0426* NAD 83(1986)-  37 37 11.     (N)    096 59 43.     (W)     SCALED    
 HF0426* NAVD 88     -       371.175  (meters)    1217.76   (feet)  ADJUSTED  
 HF0426  ___________________________________________________________________
 HF0426  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HF0426  DYNAMIC HT  -         370.883 (meters)    1216.81  (feet)  COMP
 HF0426  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 HF0426
 HF0426  VERT ORDER  -  SECOND    CLASS 0
 HF0426
 HF0426.The horizontal coordinates were scaled from a topographic map and have
 HF0426.an estimated accuracy of +/- 6 seconds.
 HF0426
 HF0426.The orthometric height was determined by differential leveling
 HF0426.and adjusted by the National Geodetic Survey in June 1991..
 HF0426
 HF0426.The geoid height was determined by GEOID03.
 HF0426
 HF0426.The dynamic height is computed by dividing the NAVD 88
 HF0426.geopotential number by the normal gravity value computed on the
 HF0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0426.degrees latitude (g = 980.6199 gals.).
 HF0426
 HF0426.The modeled gravity was interpolated from observed gravity values.
 HF0426
 HF0426;                    North         East    Units  Estimated Accuracy
 HF0426;SPC KS S     -   506,850.      532,830.      MT  (+/- 180 meters Scaled)
 HF0426
 HF0426                          SUPERSEDED SURVEY CONTROL
 HF0426
 HF0426  NGVD 29 (??/??/92)  371.044  (m)         1217.33   (f) ADJ UNCH    2 0
 HF0426
 HF0426.Superseded values are not recommended for survey control.
 HF0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0426.See file dsdata.txt to determine how the superseded data were derived.
 HF0426
 HF0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG769655(NAD 83)
 HF0426_MARKER: Q = CHISELED SQUARE
 HF0426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0426_SP_SET: BRIDGE SEAT
 HF0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0426
 HF0426  HISTORY     - Date     Condition        Report By
 HF0426  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0426  HISTORY     - 1945     GOOD             NGS
 HF0426
 HF0426                          STATION DESCRIPTION
 HF0426
 HF0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HF0426'2.3 MI N FROM GORDON.
 HF0426'2.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0426'FROM GORDON, BUTLER COUNTY, 0.6 MILE SOUTH OF MILEPOST 203, AT
 HF0426'BRIDGE 203 A, AND ON THE RIGHT BRIDGE SEAT OF THE EAST ABUTMENT.
 HF0426'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0254 ***********************************************************************
 HF0254  DESIGNATION -  3
 HF0254  PID         -  HF0254
 HF0254  STATE/COUNTY-  KS/COWLEY
 HF0254  USGS QUAD   -  GRAND SUMMIT (1979)
 HF0254
 HF0254                         *CURRENT SURVEY CONTROL
 HF0254  ___________________________________________________________________
 HF0254* NAD 83(1986)-  37 18 52.     (N)    096 37 19.     (W)     SCALED    
 HF0254* NAVD 88     -       400.034  (meters)    1312.44   (feet)  ADJUSTED  
 HF0254  ___________________________________________________________________
 HF0254  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 HF0254  DYNAMIC HT  -         399.701 (meters)    1311.35  (feet)  COMP
 HF0254  MODELED GRAV-     979,787.2   (mgal)                       NAVD 88
 HF0254
 HF0254  VERT ORDER  -  SECOND    CLASS 0
 HF0254
 HF0254.The horizontal coordinates were scaled from a topographic map and have
 HF0254.an estimated accuracy of +/- 6 seconds.
 HF0254
 HF0254.The orthometric height was determined by differential leveling
 HF0254.and adjusted by the National Geodetic Survey in June 1991..
 HF0254
 HF0254.The geoid height was determined by GEOID03.
 HF0254
 HF0254.The dynamic height is computed by dividing the NAVD 88
 HF0254.geopotential number by the normal gravity value computed on the
 HF0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0254.degrees latitude (g = 980.6199 gals.).
 HF0254
 HF0254.The modeled gravity was interpolated from observed gravity values.
 HF0254
 HF0254;                    North         East    Units  Estimated Accuracy
 HF0254;SPC KS S     -   473,570.      566,470.      MT  (+/- 180 meters Scaled)
 HF0254
 HF0254                          SUPERSEDED SURVEY CONTROL
 HF0254
 HF0254  NGVD 29 (??/??/92)  399.899  (m)         1312.00   (f) ADJ UNCH    2 0
 HF0254
 HF0254.Superseded values are not recommended for survey control.
 HF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0254.See file dsdata.txt to determine how the superseded data were derived.
 HF0254
 HF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG107324(NAD 83)
 HF0254_MARKER: B = BOLT
 HF0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0254+STABILITY: SURFACE MOTION
 HF0254
 HF0254  HISTORY     - Date     Condition        Report By
 HF0254  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0254  HISTORY     - 1935     GOOD             NGS
 HF0254
 HF0254                          STATION DESCRIPTION
 HF0254
 HF0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0254'2.6 MI E FROM CAMBRIDGE.
 HF0254'2.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0254'FROM CAMBRIDGE, COWLEY COUNTY, AT MILEPOST 223, 49 FEET SOUTH OF THE
 HF0254'CENTERLINE OF THE TRACK, AND 1 FOOT FROM THE RIGHT-OF-WAY FENCE.
 HF0254'AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1079 ***********************************************************************
 HF1079  DESIGNATION -  3 KM A
 HF1079  PID         -  HF1079
 HF1079  STATE/COUNTY-  KS/SEDGWICK
 HF1079  USGS QUAD   -  ANDOVER (1982)
 HF1079
 HF1079                         *CURRENT SURVEY CONTROL
 HF1079  ___________________________________________________________________
 HF1079* NAD 83(1997)-  37 44 19.42125(N)    097 13 21.48605(W)     ADJUSTED  
 HF1079* NAVD 88     -       432.559  (meters)    1419.15   (feet)  ADJUSTED  
 HF1079  ___________________________________________________________________
 HF1079  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 HF1079  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF1079  DYNAMIC HT  -         432.222 (meters)    1418.05  (feet)  COMP
 HF1079  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 HF1079
 HF1079  HORZ ORDER  -  THIRD
 HF1079  VERT ORDER  -  THIRD
 HF1079
 HF1079.This mark is at Colonel James Jabara Airport (AAO)
 HF1079
 HF1079.The horizontal coordinates were established by classical geodetic methods
 HF1079.and adjusted by the National Geodetic Survey in October 1998..
 HF1079
 HF1079.The orthometric height was determined by differential leveling
 HF1079.and adjusted by the National Geodetic Survey in June 1991..
 HF1079
 HF1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1079
 HF1079.The geoid height was determined by GEOID03.
 HF1079
 HF1079.The dynamic height is computed by dividing the NAVD 88
 HF1079.geopotential number by the normal gravity value computed on the
 HF1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1079.degrees latitude (g = 980.6199 gals.).
 HF1079
 HF1079.The modeled gravity was interpolated from observed gravity values.
 HF1079
 HF1079;                    North         East     Units Scale Factor Converg.
 HF1079;SPC KS S     -   519,753.435   512,580.796   MT  0.99994077   +0 47 05.9
 HF1079;UTM  14      - 4,178,313.995   656,606.264   MT  0.99990209   +1 05 17.1
 HF1079
 HF1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1079!SPC KS S     -   0.99993665  x   0.99994077  =   0.99987743
 HF1079!UTM  14      -   0.99993665  x   0.99990209  =   0.99983875
 HF1079
 HF1079:                Primary Azimuth Mark                     Grid Az
 HF1079:SPC KS S     -  UNIVERSITY CON CHURCH SPIRE              254 46 55.0
 HF1079:UTM  14      -  UNIVERSITY CON CHURCH SPIRE              254 28 43.8
 HF1079
 HF1079|---------------------------------------------------------------------|
 HF1079| PID    Reference Object                     Distance      Geod. Az  |
 HF1079|                                                           dddmmss.s |
 HF1079| CR9370 UNIVERSITY CON CHURCH SPIRE                        2553400.9 |
 HF1079|---------------------------------------------------------------------|
 HF1079
 HF1079                          SUPERSEDED SURVEY CONTROL
 HF1079
 HF1079  NAD 83(1997)-  37 44 19.42822(N)    097 13 21.47486(W) AD(       ) 3
 HF1079  NAD 83(1986)-  37 44 19.43216(N)    097 13 21.48720(W) AD(       ) 3
 HF1079  NAD 27      -  37 44 19.37214(N)    097 13 20.33713(W) AD(       ) 3
 HF1079  NGVD 29 (12/08/88)  432.41   (m)         1418.7    (f) LEVELING    3  
 HF1079
 HF1079.Superseded values are not recommended for survey control.
 HF1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1079.See file dsdata.txt to determine how the superseded data were derived.
 HF1079
 HF1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5660678314(NAD 83)
 HF1079_MARKER: DD = SURVEY DISK
 HF1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1079_SP_SET: CONCRETE POST
 HF1079_STAMPING: 3 KM A 1987
 HF1079_MARK LOGO: NOS   
 HF1079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HF1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1079
 HF1079  HISTORY     - Date     Condition        Report By
 HF1079  HISTORY     - 1987     MONUMENTED       NOS
 HF1079  HISTORY     - 1987     GOOD             NOSAMC
 HF1079  HISTORY     - 19881109 GOOD             NGS
 HF1079
 HF1079                          STATION DESCRIPTION
 HF1079
 HF1079'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF1079'THE STATION IS LOCATED NEAR THE SOUTHERLY END OF THE 18-36
 HF1079'RUNWAY AT THE WICHITA JABARA AIRPORT WHICH IS APPROXIMATELY
 HF1079'6.0 MILES EAST-NORTHEAST OF WICHITA KANSAS.
 HF1079'
 HF1079'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 HF1079'ENTER THE AIRPORT PROPER.
 HF1079'
 HF1079'THE STATION IS A STANDARD NOS DISK STAMPED---3KM A 1987---,
 HF1079'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 HF1079'FLUSH WITH THE EXISTING GROUND.
 HF1079'
 HF1079'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 HF1079'
 HF1079'DESCRIBED BY R DECROIX.
 HF1079
 HF1079                          STATION RECOVERY (1987)
 HF1079
 HF1079'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 HF1079'9.7 KM (6.00 MI) ENE FROM WICHITA.
 HF1079'THE STATION IS LOCATED NEAR THE SOUTHERLY END OF THE 18-36 RUNWAY AT
 HF1079'THE WICHITA JABARA AIRPORT WHICH IS APPROXIMATELY 6.0 MILES
 HF1079'EAST-NORTHEAST OF WICHITA.  TO REACH THE STATION CONTACT THE AIRPORT
 HF1079'MANAGER FOR PERMISSION TO ENTER THE AIRPORT PROPER. THE STATION IS AN
 HF1079'ALUMINUM DISK SET FLUSH WITH THE EXISTING GROUND.
 HF1079
 HF1079                          STATION RECOVERY (1988)
 HF1079
 HF1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HF1079'THIS STATION IS LOCATED AT THE COLONEL JAMES JABARA AIRPORT, AT THE
 HF1079'SOUTH END OF THE AIRPORT.  IT IS 200.3 FT (61.1 M) SOUTH OF THE SOUTH
 HF1079'EDGE OF RUNWAY 36, 177.0 FT (53.9 M) SOUTHEAST OF THE WESTERLY REIL
 HF1079'LIGHT, 147.9 FT (45.1 M) EAST OF A MANHOLE COVER.  IT IS A STANDARD
 HF1079'NOS DISK STAMPED 3KM A 1987 MOUNTED FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1081 ***********************************************************************
 HF1081  DESIGNATION -  3 KM B
 HF1081  PID         -  HF1081
 HF1081  STATE/COUNTY-  KS/SEDGWICK
 HF1081  USGS QUAD   -  GREENWICH (1980)
 HF1081
 HF1081                         *CURRENT SURVEY CONTROL
 HF1081  ___________________________________________________________________
 HF1081* NAD 83(1997)-  37 45 01.08629(N)    097 13 11.48199(W)     ADJUSTED  
 HF1081* NAVD 88     -       430.761  (meters)    1413.26   (feet)  ADJUSTED  
 HF1081  ___________________________________________________________________
 HF1081  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HF1081  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 HF1081  DYNAMIC HT  -         430.426 (meters)    1412.16  (feet)  COMP
 HF1081  MODELED GRAV-     979,838.4   (mgal)                       NAVD 88
 HF1081
 HF1081  HORZ ORDER  -  THIRD
 HF1081  VERT ORDER  -  THIRD
 HF1081
 HF1081.This mark is at Colonel James Jabara Airport (AAO)
 HF1081
 HF1081.The horizontal coordinates were established by GPS observations
 HF1081.and adjusted by the National Geodetic Survey in October 1998..
 HF1081
 HF1081.The orthometric height was determined by differential leveling
 HF1081.and adjusted by the National Geodetic Survey in June 1991..
 HF1081
 HF1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1081
 HF1081.The geoid height was determined by GEOID03.
 HF1081
 HF1081.The dynamic height is computed by dividing the NAVD 88
 HF1081.geopotential number by the normal gravity value computed on the
 HF1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1081.degrees latitude (g = 980.6199 gals.).
 HF1081
 HF1081.The modeled gravity was interpolated from observed gravity values.
 HF1081
 HF1081;                    North         East     Units Scale Factor Converg.
 HF1081;SPC KS S     -   521,041.172   512,808.064   MT  0.99994016   +0 47 12.1
 HF1081;UTM  14      - 4,179,602.868   656,826.705   MT  0.99990294   +1 05 24.2
 HF1081
 HF1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1081!SPC KS S     -   0.99993694  x   0.99994016  =   0.99987710
 HF1081!UTM  14      -   0.99993694  x   0.99990294  =   0.99983988
 HF1081
 HF1081:                Primary Azimuth Mark                     Grid Az
 HF1081:SPC KS S     -  UNIVERSITY CON CHURCH SPIRE              210 42 39.3
 HF1081:UTM  14      -  UNIVERSITY CON CHURCH SPIRE              210 24 27.2
 HF1081
 HF1081|---------------------------------------------------------------------|
 HF1081| PID    Reference Object                     Distance      Geod. Az  |
 HF1081|                                                           dddmmss.s |
 HF1081| CR9370 UNIVERSITY CON CHURCH SPIRE                        2112951.4 |
 HF1081|---------------------------------------------------------------------|
 HF1081
 HF1081                          SUPERSEDED SURVEY CONTROL
 HF1081
 HF1081  NAD 83(1997)-  37 45 01.09326(N)    097 13 11.47081(W) AD(       ) 3
 HF1081  NAD 83(1986)-  37 45 01.09714(N)    097 13 11.48280(W) AD(       ) 3
 HF1081  NAD 27      -  37 45 01.03786(N)    097 13 10.33302(W) AD(       ) 3
 HF1081  NGVD 29 (12/08/88)  430.62   (m)         1412.8    (f) LEVELING    3  
 HF1081
 HF1081.Superseded values are not recommended for survey control.
 HF1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1081.See file dsdata.txt to determine how the superseded data were derived.
 HF1081
 HF1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5682779603(NAD 83)
 HF1081_MARKER: DD = SURVEY DISK
 HF1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1081_SP_SET: CONCRETE POST
 HF1081_STAMPING: 3 KM B 1987
 HF1081_MARK LOGO: NOS   
 HF1081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HF1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1081+SATELLITE: SATELLITE OBSERVATIONS - 1987
 HF1081
 HF1081  HISTORY     - Date     Condition        Report By
 HF1081  HISTORY     - 1987     MONUMENTED       NOS
 HF1081  HISTORY     - 1987     GOOD             NOS
 HF1081  HISTORY     - 19881109 GOOD             NGS
 HF1081
 HF1081                          STATION DESCRIPTION
 HF1081
 HF1081'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF1081'THE STATION IS LOCATED NEAR THE NORTHEASTERLY SIDE OF THE 18-36
 HF1081'RUNWAY AT THE WICHITA JABARA AIRPORT WHICH IS LOCATED APPROXIMATELY
 HF1081'6.0 MILES EAST-NORTHEAST OF WICHITA KANSAS.
 HF1081'
 HF1081'TO REACH THE STATION CONTACT THE AIRPORT MANAGER FOR PERMISSION
 HF1081'TO ENTER THE AIRPORT PROPER.
 HF1081'
 HF1081'THE STATION IS A STANDARD NOS DISK STAMPED---3 KM B 1987---,
 HF1081'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 HF1081'FLUSH WITH THE EXISTING GROUND.
 HF1081'
 HF1081'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 HF1081'
 HF1081'DESCRIBED BY R DECROIX.
 HF1081
 HF1081                          STATION RECOVERY (1987)
 HF1081
 HF1081'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HF1081'9.7 KM (6.00 MI) ENE FROM WICHITA.
 HF1081'THE STATION IS LOCATED NEAR THE NORTHEASTERLY SIDE OF THE 18-36 RUNWAY
 HF1081'AT THE WICHITA JABARA AIRPORT.  TO REACH THE STATION CONTACT THE
 HF1081'AIRPORT MANAGER FOR PERMISSION TO ENTER THE AIRPORT PROPER. THE
 HF1081'STATION IS AN ALUMINUM DISK SET FLUSH WITH THE EXISTING GROUND.
 HF1081
 HF1081                          STATION RECOVERY (1988)
 HF1081
 HF1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HF1081'THIS STATION IS LOCATED AT THE COLONEL JAMES JABARA AIRPORT, AT THE
 HF1081'NORTH END OF THE AIRPORT.  IT IS ON LINE WITH THE CENTERLINE OF A
 HF1081'TAXIWAY.  IT IS 196.0 FT (59.7 M) EAST OF THE EAST EDGE OF RUNWAY
 HF1081'18/36.  IT IS A STANDARD NOS DISK MARKED 3KM B 1987 AND IS TWO TENTHS
 HF1081'OF A FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0591 ***********************************************************************
 KE0591  DESIGNATION -  30
 KE0591  PID         -  KE0591
 KE0591  STATE/COUNTY-  KS/DOUGLAS
 KE0591  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0591
 KE0591                         *CURRENT SURVEY CONTROL
 KE0591  ___________________________________________________________________
 KE0591* NAD 83(1986)-  39 00 30.     (N)    095 16 00.     (W)     SCALED    
 KE0591* NAVD 88     -       252.047  (meters)     826.92   (feet)  ADJUSTED  
 KE0591  ___________________________________________________________________
 KE0591  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KE0591  DYNAMIC HT  -         251.883 (meters)     826.39  (feet)  COMP
 KE0591  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 KE0591
 KE0591  VERT ORDER  -  FIRST     CLASS II
 KE0591
 KE0591.The horizontal coordinates were scaled from a topographic map and have
 KE0591.an estimated accuracy of +/- 6 seconds.
 KE0591
 KE0591.The orthometric height was determined by differential leveling
 KE0591.and adjusted by the National Geodetic Survey in June 1991..
 KE0591
 KE0591.The geoid height was determined by GEOID03.
 KE0591
 KE0591.The dynamic height is computed by dividing the NAVD 88
 KE0591.geopotential number by the normal gravity value computed on the
 KE0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0591.degrees latitude (g = 980.6199 gals.).
 KE0591
 KE0591.The modeled gravity was interpolated from observed gravity values.
 KE0591
 KE0591;                    North         East    Units  Estimated Accuracy
 KE0591;SPC KS N     -    78,510.      636,710.      MT  (+/- 180 meters Scaled)
 KE0591
 KE0591                          SUPERSEDED SURVEY CONTROL
 KE0591
 KE0591  NGVD 29 (??/??/92)  251.964  (m)          826.65   (f) ADJ UNCH    1 2
 KE0591
 KE0591.Superseded values are not recommended for survey control.
 KE0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0591.See file dsdata.txt to determine how the superseded data were derived.
 KE0591
 KE0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD037201(NAD 83)
 KE0591_MARKER: DB = BENCH MARK DISK
 KE0591_SETTING: 0 = UNSPECIFIED SETTING
 KE0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0591
 KE0591  HISTORY     - Date     Condition        Report By
 KE0591  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0591  HISTORY     - 1951     GOOD             NGS
 KE0591  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0591
 KE0591                          STATION DESCRIPTION
 KE0591
 KE0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0591'3.5 MI W FROM LAWRENCE.
 KE0591'3.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0591'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, 50 FEET EAST OF
 KE0591'MILEPOST 30, AND 9 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 KE0591'THE TOP OF A VERTICAL SECTION OF RAIL PAINTED WHITE AND PROJECTING
 KE0591'15 INCHES ABOVE GROUND.
 KE0591
 KE0591                          STATION RECOVERY (1986)
 KE0591
 KE0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0712 ***********************************************************************
 KE0712  DESIGNATION -  30
 KE0712  PID         -  KE0712
 KE0712  STATE/COUNTY-  KS/JEFFERSON
 KE0712  USGS QUAD   -  VALLEY FALLS (1979)
 KE0712
 KE0712                         *CURRENT SURVEY CONTROL
 KE0712  ___________________________________________________________________
 KE0712* NAD 83(1986)-  39 17 47.     (N)    095 28 56.     (W)     SCALED    
 KE0712* NAVD 88     -       304.889  (meters)    1000.29   (feet)  ADJUSTED  
 KE0712  ___________________________________________________________________
 KE0712  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 KE0712  DYNAMIC HT  -         304.696 (meters)     999.66  (feet)  COMP
 KE0712  MODELED GRAV-     979,985.2   (mgal)                       NAVD 88
 KE0712
 KE0712  VERT ORDER  -  SECOND    CLASS 0
 KE0712
 KE0712.The horizontal coordinates were scaled from a topographic map and have
 KE0712.an estimated accuracy of +/- 6 seconds.
 KE0712
 KE0712.The orthometric height was determined by differential leveling
 KE0712.and adjusted by the National Geodetic Survey in June 1991..
 KE0712
 KE0712.The geoid height was determined by GEOID03.
 KE0712
 KE0712.The dynamic height is computed by dividing the NAVD 88
 KE0712.geopotential number by the normal gravity value computed on the
 KE0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0712.degrees latitude (g = 980.6199 gals.).
 KE0712
 KE0712.The modeled gravity was interpolated from observed gravity values.
 KE0712
 KE0712;                    North         East    Units  Estimated Accuracy
 KE0712;SPC KS N     -   109,930.      617,160.      MT  (+/- 180 meters Scaled)
 KE0712
 KE0712                          SUPERSEDED SURVEY CONTROL
 KE0712
 KE0712  NGVD 29 (??/??/92)  304.787  (m)          999.96   (f) ADJ UNCH    2 0
 KE0712
 KE0712.Superseded values are not recommended for survey control.
 KE0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0712.See file dsdata.txt to determine how the superseded data were derived.
 KE0712
 KE0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD859526(NAD 83)
 KE0712_MARKER: DD = SURVEY DISK
 KE0712_SETTING: 0 = UNSPECIFIED SETTING
 KE0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0712
 KE0712  HISTORY     - Date     Condition        Report By
 KE0712  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0712  HISTORY     - 1950     GOOD             NGS
 KE0712
 KE0712                          STATION DESCRIPTION
 KE0712
 KE0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0712'4 MI SW FROM VALLEY FALLS.
 KE0712'4.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0712'RAILWAY FROM THE STATION AT VALLEY FALLS, JEFFERSON COUNTY,
 KE0712'OPPOSITE MILEPOST 30, AND 6 FEET WEST OF THE CENTERLINE OF THE
 KE0712'TRACK.  THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY
 KE0712'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0328 ***********************************************************************
 HE0328  DESIGNATION -  30 A
 HE0328  PID         -  HE0328
 HE0328  STATE/COUNTY-  KS/CRAWFORD
 HE0328  USGS QUAD   -  BRAZILTON (1973)
 HE0328
 HE0328                         *CURRENT SURVEY CONTROL
 HE0328  ___________________________________________________________________
 HE0328* NAD 83(1986)-  37 34 09.     (N)    094 59 09.     (W)     SCALED    
 HE0328* NAVD 88     -       292.243  (meters)     958.80   (feet)  ADJUSTED  
 HE0328  ___________________________________________________________________
 HE0328  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HE0328  DYNAMIC HT  -         292.018 (meters)     958.06  (feet)  COMP
 HE0328  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 HE0328
 HE0328  VERT ORDER  -  SECOND    CLASS 0
 HE0328
 HE0328.The horizontal coordinates were scaled from a topographic map and have
 HE0328.an estimated accuracy of +/- 6 seconds.
 HE0328
 HE0328.The orthometric height was determined by differential leveling
 HE0328.and adjusted by the National Geodetic Survey in June 1991..
 HE0328
 HE0328.The geoid height was determined by GEOID03.
 HE0328
 HE0328.The dynamic height is computed by dividing the NAVD 88
 HE0328.geopotential number by the normal gravity value computed on the
 HE0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0328.degrees latitude (g = 980.6199 gals.).
 HE0328
 HE0328.The modeled gravity was interpolated from observed gravity values.
 HE0328
 HE0328;                    North         East    Units  Estimated Accuracy
 HE0328;SPC KS S     -   506,010.      710,370.      MT  (+/- 180 meters Scaled)
 HE0328
 HE0328                          SUPERSEDED SURVEY CONTROL
 HE0328
 HE0328  NGVD 29 (??/??/92)  292.124  (m)          958.41   (f) ADJ UNCH    2 0
 HE0328
 HE0328.Superseded values are not recommended for survey control.
 HE0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0328.See file dsdata.txt to determine how the superseded data were derived.
 HE0328
 HE0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB246598(NAD 83)
 HE0328_MARKER: X = CHISELED CROSS
 HE0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0328_SP_SET: BRIDGE
 HE0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0328
 HE0328  HISTORY     - Date     Condition        Report By
 HE0328  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0328  HISTORY     - 1935     GOOD             NGS
 HE0328
 HE0328                          STATION DESCRIPTION
 HE0328
 HE0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0328'1.7 MI W FROM BRAZILTON.
 HE0328'1.7 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0328'FROM THE STATION, AT BRAZILTON, CRAWFORD COUNTY, AT BRIDGE 30 A,
 HE0328'ON THE TOP OF THE WEST END OF THE CONCRETE HEADWALL, 16 FEET
 HE0328'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 8 FEET LOWER
 HE0328'THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0327 ***********************************************************************
 HE0327  DESIGNATION -  30 C
 HE0327  PID         -  HE0327
 HE0327  STATE/COUNTY-  KS/CRAWFORD
 HE0327  USGS QUAD   -  BRAZILTON (1973)
 HE0327
 HE0327                         *CURRENT SURVEY CONTROL
 HE0327  ___________________________________________________________________
 HE0327* NAD 83(1986)-  37 33 58.     (N)    094 58 30.     (W)     SCALED    
 HE0327* NAVD 88     -       297.625  (meters)     976.46   (feet)  ADJUSTED  
 HE0327  ___________________________________________________________________
 HE0327  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HE0327  DYNAMIC HT  -         297.396 (meters)     975.71  (feet)  COMP
 HE0327  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 HE0327
 HE0327  VERT ORDER  -  SECOND    CLASS 0
 HE0327
 HE0327.The horizontal coordinates were scaled from a topographic map and have
 HE0327.an estimated accuracy of +/- 6 seconds.
 HE0327
 HE0327.The orthometric height was determined by differential leveling
 HE0327.and adjusted by the National Geodetic Survey in June 1991..
 HE0327
 HE0327.The geoid height was determined by GEOID03.
 HE0327
 HE0327.The dynamic height is computed by dividing the NAVD 88
 HE0327.geopotential number by the normal gravity value computed on the
 HE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0327.degrees latitude (g = 980.6199 gals.).
 HE0327
 HE0327.The modeled gravity was interpolated from observed gravity values.
 HE0327
 HE0327;                    North         East    Units  Estimated Accuracy
 HE0327;SPC KS S     -   505,710.      711,340.      MT  (+/- 180 meters Scaled)
 HE0327
 HE0327                          SUPERSEDED SURVEY CONTROL
 HE0327
 HE0327  NGVD 29 (??/??/92)  297.506  (m)          976.07   (f) ADJ UNCH    2 0
 HE0327
 HE0327.Superseded values are not recommended for survey control.
 HE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0327.See file dsdata.txt to determine how the superseded data were derived.
 HE0327
 HE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB255595(NAD 83)
 HE0327_MARKER: X = CHISELED CROSS
 HE0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0327_SP_SET: BRIDGE
 HE0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0327
 HE0327  HISTORY     - Date     Condition        Report By
 HE0327  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0327  HISTORY     - 1935     GOOD             NGS
 HE0327
 HE0327                          STATION DESCRIPTION
 HE0327
 HE0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0327'1 MI W FROM BRAZILTON.
 HE0327'1.0 MILE WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY
 HE0327'FROM THE STATION AT BRAZILTON, CRAWFORD COUNTY, AT BRIDGE 30 C,
 HE0327'ON THE TOP OF THE WEST END OF THE CONCRETE HEADWALL, 11 FEET
 HE0327'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 HE0327'THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0252 ***********************************************************************
 JF0252  DESIGNATION -  3+00
 JF0252  PID         -  JF0252
 JF0252  STATE/COUNTY-  KS/MARION
 JF0252  USGS QUAD   -  LINCOLNVILLE SW (1989)
 JF0252
 JF0252                         *CURRENT SURVEY CONTROL
 JF0252  ___________________________________________________________________
 JF0252* NAD 83(1986)-  38 15 52.     (N)    096 57 01.     (W)     SCALED    
 JF0252* NAVD 88     -       388.861  (meters)    1275.79   (feet)  ADJUSTED  
 JF0252  ___________________________________________________________________
 JF0252  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 JF0252  DYNAMIC HT  -         388.575 (meters)    1274.85  (feet)  COMP
 JF0252  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 JF0252
 JF0252  VERT ORDER  -  SECOND    CLASS 0
 JF0252
 JF0252.The horizontal coordinates were scaled from a topographic map and have
 JF0252.an estimated accuracy of +/- 6 seconds.
 JF0252
 JF0252.The orthometric height was determined by differential leveling
 JF0252.and adjusted by the National Geodetic Survey in June 1991..
 JF0252
 JF0252.The geoid height was determined by GEOID03.
 JF0252
 JF0252.The dynamic height is computed by dividing the NAVD 88
 JF0252.geopotential number by the normal gravity value computed on the
 JF0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0252.degrees latitude (g = 980.6199 gals.).
 JF0252
 JF0252.The modeled gravity was interpolated from observed gravity values.
 JF0252
 JF0252;                    North         East    Units  Estimated Accuracy
 JF0252;SPC KS S     -   578,460.      535,610.      MT  (+/- 180 meters Scaled)
 JF0252
 JF0252                          SUPERSEDED SURVEY CONTROL
 JF0252
 JF0252  NGVD 29 (??/??/92)  388.705  (m)         1275.28   (f) ADJ UNCH    2 0
 JF0252
 JF0252.Superseded values are not recommended for survey control.
 JF0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0252.See file dsdata.txt to determine how the superseded data were derived.
 JF0252
 JF0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH793371(NAD 83)
 JF0252_MARKER: B = BOLT
 JF0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0252+STABILITY: SURFACE MOTION
 JF0252
 JF0252  HISTORY     - Date     Condition        Report By
 JF0252  HISTORY     - UNK      MONUMENTED       CGS
 JF0252  HISTORY     - 1934     GOOD             NGS
 JF0252
 JF0252                          STATION DESCRIPTION
 JF0252
 JF0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0252'3 MI N FROM FLORENCE.
 JF0252'3 MILES NORTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0252'FE R.R. CO.  AT MILE POST 3.  48 FT. R. OF NORTH OF THE CENTER
 JF0252'LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0977 ***********************************************************************
 JE0977  DESIGNATION -  301+93
 JE0977  PID         -  JE0977
 JE0977  STATE/COUNTY-  KS/FRANKLIN
 JE0977  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE0977
 JE0977                         *CURRENT SURVEY CONTROL
 JE0977  ___________________________________________________________________
 JE0977* NAD 83(1986)-  38 36 48.     (N)    095 22 07.     (W)     SCALED    
 JE0977* NAVD 88     -       281.004  (meters)     921.93   (feet)  ADJUSTED  
 JE0977  ___________________________________________________________________
 JE0977  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JE0977  DYNAMIC HT  -         280.809 (meters)     921.29  (feet)  COMP
 JE0977  MODELED GRAV-     979,927.8   (mgal)                       NAVD 88
 JE0977
 JE0977  VERT ORDER  -  SECOND    CLASS 0
 JE0977
 JE0977.The horizontal coordinates were scaled from a topographic map and have
 JE0977.an estimated accuracy of +/- 6 seconds.
 JE0977
 JE0977.The orthometric height was determined by differential leveling
 JE0977.and adjusted by the National Geodetic Survey in June 1991..
 JE0977
 JE0977.The geoid height was determined by GEOID03.
 JE0977
 JE0977.The dynamic height is computed by dividing the NAVD 88
 JE0977.geopotential number by the normal gravity value computed on the
 JE0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0977.degrees latitude (g = 980.6199 gals.).
 JE0977
 JE0977.The modeled gravity was interpolated from observed gravity values.
 JE0977
 JE0977;                    North         East    Units  Estimated Accuracy
 JE0977;SPC KS S     -   620,640.      672,680.      MT  (+/- 180 meters Scaled)
 JE0977
 JE0977                          SUPERSEDED SURVEY CONTROL
 JE0977
 JE0977  NGVD 29 (??/??/92)  280.875  (m)          921.50   (f) ADJ UNCH    2 0
 JE0977
 JE0977.Superseded values are not recommended for survey control.
 JE0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0977.See file dsdata.txt to determine how the superseded data were derived.
 JE0977
 JE0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC937765(NAD 83)
 JE0977_MARKER: Z = SEE DESCRIPTION
 JE0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0977+STABILITY: SURFACE MOTION
 JE0977
 JE0977  HISTORY     - Date     Condition        Report By
 JE0977  HISTORY     - UNK      MONUMENTED       MPRR
 JE0977  HISTORY     - 1950     GOOD             NGS
 JE0977
 JE0977                          STATION DESCRIPTION
 JE0977
 JE0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0977'0.5 MI E FROM RICHTER.
 JE0977'0.5 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0977'STATION SIGN AT RICHTER, FRANKLIN COUNTY, AT MILEPOST 360, AND
 JE0977'3 YARDS NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A COPPER
 JE0977'PLUG, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0595 ***********************************************************************
 KE0595  DESIGNATION -  31
 KE0595  PID         -  KE0595
 KE0595  STATE/COUNTY-  KS/DOUGLAS
 KE0595  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0595
 KE0595                         *CURRENT SURVEY CONTROL
 KE0595  ___________________________________________________________________
 KE0595* NAD 83(1986)-  39 00 54.     (N)    095 16 56.     (W)     SCALED    
 KE0595* NAVD 88     -       253.507  (meters)     831.71   (feet)  ADJUSTED  
 KE0595  ___________________________________________________________________
 KE0595  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KE0595  DYNAMIC HT  -         253.342 (meters)     831.17  (feet)  COMP
 KE0595  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 KE0595
 KE0595  VERT ORDER  -  FIRST     CLASS II
 KE0595
 KE0595.The horizontal coordinates were scaled from a topographic map and have
 KE0595.an estimated accuracy of +/- 6 seconds.
 KE0595
 KE0595.The orthometric height was determined by differential leveling
 KE0595.and adjusted by the National Geodetic Survey in June 1991..
 KE0595
 KE0595.The geoid height was determined by GEOID03.
 KE0595
 KE0595.The dynamic height is computed by dividing the NAVD 88
 KE0595.geopotential number by the normal gravity value computed on the
 KE0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0595.degrees latitude (g = 980.6199 gals.).
 KE0595
 KE0595.The modeled gravity was interpolated from observed gravity values.
 KE0595
 KE0595;                    North         East    Units  Estimated Accuracy
 KE0595;SPC KS N     -    79,200.      635,340.      MT  (+/- 180 meters Scaled)
 KE0595
 KE0595                          SUPERSEDED SURVEY CONTROL
 KE0595
 KE0595  NGVD 29 (??/??/92)  253.425  (m)          831.45   (f) ADJ UNCH    1 2
 KE0595
 KE0595.Superseded values are not recommended for survey control.
 KE0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0595.See file dsdata.txt to determine how the superseded data were derived.
 KE0595
 KE0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD024209(NAD 83)
 KE0595_MARKER: DB = BENCH MARK DISK
 KE0595_SETTING: 0 = UNSPECIFIED SETTING
 KE0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0595
 KE0595  HISTORY     - Date     Condition        Report By
 KE0595  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0595  HISTORY     - 1951     GOOD             NGS
 KE0595  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0595
 KE0595                          STATION DESCRIPTION
 KE0595
 KE0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0595'4.4 MI W FROM LAWRENCE.
 KE0595'4.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0595'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, 12 YARDS NORTHWEST
 KE0595'OF MILEPOST 31, AND 10 FEET NORTHEAST OF THE CENTERLINE OF THE
 KE0595'TRACK.  THE TOP OF A VERTICAL SECTION OF RAIL PAINTED WHITE
 KE0595'AND PROJECTING 15 INCHES ABOVE GROUND.
 KE0595
 KE0595                          STATION RECOVERY (1986)
 KE0595
 KE0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0713 ***********************************************************************
 KE0713  DESIGNATION -  31
 KE0713  PID         -  KE0713
 KE0713  STATE/COUNTY-  KS/JEFFERSON
 KE0713  USGS QUAD   -  VALLEY FALLS (1979)
 KE0713
 KE0713                         *CURRENT SURVEY CONTROL
 KE0713  ___________________________________________________________________
 KE0713* NAD 83(1986)-  39 17 15.     (N)    095 29 47.     (W)     SCALED    
 KE0713* NAVD 88     -       296.788  (meters)     973.71   (feet)  ADJUSTED  
 KE0713  ___________________________________________________________________
 KE0713  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KE0713  DYNAMIC HT  -         296.599 (meters)     973.09  (feet)  COMP
 KE0713  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 KE0713
 KE0713  VERT ORDER  -  SECOND    CLASS 0
 KE0713
 KE0713.The horizontal coordinates were scaled from a topographic map and have
 KE0713.an estimated accuracy of +/- 6 seconds.
 KE0713
 KE0713.The orthometric height was determined by differential leveling
 KE0713.and adjusted by the National Geodetic Survey in June 1991..
 KE0713
 KE0713.The geoid height was determined by GEOID03.
 KE0713
 KE0713.The dynamic height is computed by dividing the NAVD 88
 KE0713.geopotential number by the normal gravity value computed on the
 KE0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0713.degrees latitude (g = 980.6199 gals.).
 KE0713
 KE0713.The modeled gravity was interpolated from observed gravity values.
 KE0713
 KE0713;                    North         East    Units  Estimated Accuracy
 KE0713;SPC KS N     -   108,910.      615,960.      MT  (+/- 180 meters Scaled)
 KE0713
 KE0713                          SUPERSEDED SURVEY CONTROL
 KE0713
 KE0713  NGVD 29 (??/??/92)  296.686  (m)          973.38   (f) ADJ UNCH    2 0
 KE0713
 KE0713.Superseded values are not recommended for survey control.
 KE0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0713.See file dsdata.txt to determine how the superseded data were derived.
 KE0713
 KE0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD846516(NAD 83)
 KE0713_MARKER: DD = SURVEY DISK
 KE0713_SETTING: 0 = UNSPECIFIED SETTING
 KE0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0713
 KE0713  HISTORY     - Date     Condition        Report By
 KE0713  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0713  HISTORY     - 1950     GOOD             NGS
 KE0713
 KE0713                          STATION DESCRIPTION
 KE0713
 KE0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0713'3.8 MI NE FROM ROCK CREEK.
 KE0713'3.8 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0713'RAILWAY FROM THE STATION AT ROCK CREEK, JEFFERSON COUNTY, OPPOSITE
 KE0713'MILEPOST 31, AND 6 FEET WEST OF THE CENTERLINE OF THE TRACK.
 KE0713'THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY IN THE
 KE0713'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0325 ***********************************************************************
 HE0325  DESIGNATION -  31 C
 HE0325  PID         -  HE0325
 HE0325  STATE/COUNTY-  KS/CRAWFORD
 HE0325  USGS QUAD   -  BRAZILTON (1973)
 HE0325
 HE0325                         *CURRENT SURVEY CONTROL
 HE0325  ___________________________________________________________________
 HE0325* NAD 83(1986)-  37 33 33.     (N)    094 57 28.     (W)     SCALED    
 HE0325* NAVD 88     -       308.887  (meters)    1013.41   (feet)  ADJUSTED  
 HE0325  ___________________________________________________________________
 HE0325  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HE0325  DYNAMIC HT  -         308.648 (meters)    1012.62  (feet)  COMP
 HE0325  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 HE0325
 HE0325  VERT ORDER  -  SECOND    CLASS 0
 HE0325
 HE0325.The horizontal coordinates were scaled from a topographic map and have
 HE0325.an estimated accuracy of +/- 6 seconds.
 HE0325
 HE0325.The orthometric height was determined by differential leveling
 HE0325.and adjusted by the National Geodetic Survey in June 1991..
 HE0325
 HE0325.The geoid height was determined by GEOID03.
 HE0325
 HE0325.The dynamic height is computed by dividing the NAVD 88
 HE0325.geopotential number by the normal gravity value computed on the
 HE0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0325.degrees latitude (g = 980.6199 gals.).
 HE0325
 HE0325.The modeled gravity was interpolated from observed gravity values.
 HE0325
 HE0325;                    North         East    Units  Estimated Accuracy
 HE0325;SPC KS S     -   505,000.      712,890.      MT  (+/- 180 meters Scaled)
 HE0325
 HE0325                          SUPERSEDED SURVEY CONTROL
 HE0325
 HE0325  NGVD 29 (??/??/92)  308.767  (m)         1013.01   (f) ADJ UNCH    2 0
 HE0325
 HE0325.Superseded values are not recommended for survey control.
 HE0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0325.See file dsdata.txt to determine how the superseded data were derived.
 HE0325
 HE0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB270587(NAD 83)
 HE0325_MARKER: X = CHISELED CROSS
 HE0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0325_SP_SET: BRIDGE
 HE0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0325
 HE0325  HISTORY     - Date     Condition        Report By
 HE0325  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0325  HISTORY     - 1935     GOOD             NGS
 HE0325
 HE0325                          STATION DESCRIPTION
 HE0325
 HE0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0325'AT BRAZILTON.
 HE0325'AT BRAZILTON, CRAWFORD COUNTY, ON THE ATCHISON, TOPEKA AND
 HE0325'SANTA FE RAILWAY, 67 YARDS SOUTH OF THE STATION, AT BRIDGE
 HE0325'31 C, ON THE TOP OF THE NORTH END OF THE CONCRETE HEADWALL,
 HE0325'29 FEET WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT
 HE0325'LOWER THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0511 ***********************************************************************
 JF0511  DESIGNATION -  31+00
 JF0511  PID         -  JF0511
 JF0511  STATE/COUNTY-  KS/DICKINSON
 JF0511  USGS QUAD   -  RAMONA (1985)
 JF0511
 JF0511                         *CURRENT SURVEY CONTROL
 JF0511  ___________________________________________________________________
 JF0511* NAD 83(1986)-  38 37 02.     (N)    097 02 02.     (W)     SCALED    
 JF0511* NAVD 88     -       422.754  (meters)    1386.99   (feet)  ADJUSTED  
 JF0511  ___________________________________________________________________
 JF0511  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 JF0511  DYNAMIC HT  -         422.448 (meters)    1385.98  (feet)  COMP
 JF0511  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 JF0511
 JF0511  VERT ORDER  -  SECOND    CLASS 0
 JF0511
 JF0511.The horizontal coordinates were scaled from a topographic map and have
 JF0511.an estimated accuracy of +/- 6 seconds.
 JF0511
 JF0511.The orthometric height was determined by differential leveling
 JF0511.and adjusted by the National Geodetic Survey in June 1991..
 JF0511
 JF0511.The geoid height was determined by GEOID03.
 JF0511
 JF0511.The dynamic height is computed by dividing the NAVD 88
 JF0511.geopotential number by the normal gravity value computed on the
 JF0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0511.degrees latitude (g = 980.6199 gals.).
 JF0511
 JF0511.The modeled gravity was interpolated from observed gravity values.
 JF0511
 JF0511;                    North         East    Units  Estimated Accuracy
 JF0511;SPC KS N     -    31,960.      484,140.      MT  (+/- 180 meters Scaled)
 JF0511
 JF0511                          SUPERSEDED SURVEY CONTROL
 JF0511
 JF0511  NGVD 29 (??/??/92)  422.604  (m)         1386.49   (f) ADJ UNCH    2 0
 JF0511
 JF0511.Superseded values are not recommended for survey control.
 JF0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0511.See file dsdata.txt to determine how the superseded data were derived.
 JF0511
 JF0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH711761(NAD 83)
 JF0511_MARKER: B = BOLT
 JF0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0511+STABILITY: SURFACE MOTION
 JF0511
 JF0511  HISTORY     - Date     Condition        Report By
 JF0511  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0511  HISTORY     - 1934     GOOD             NGS
 JF0511
 JF0511                          STATION DESCRIPTION
 JF0511
 JF0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0511'5.8 MI S FROM HOPE.
 JF0511'5.8 MILES SOUTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0511'FE R.R. CO. AT MILE POST 31.  50 FT. RIGHT OR EAST OF THE CENTER
 JF0511'LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0687 ***********************************************************************
 JF0687  DESIGNATION -  31+420
 JF0687  PID         -  JF0687
 JF0687  STATE/COUNTY-  KS/MCPHERSON
 JF0687  USGS QUAD   -  WALDECK (1985)
 JF0687
 JF0687                         *CURRENT SURVEY CONTROL
 JF0687  ___________________________________________________________________
 JF0687* NAD 83(1986)-  38 23 03.     (N)    097 22 30.     (W)     SCALED    
 JF0687* NAVD 88     -       479.424  (meters)    1572.91   (feet)  ADJUSTED  
 JF0687  ___________________________________________________________________
 JF0687  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 JF0687  DYNAMIC HT  -         479.064 (meters)    1571.73  (feet)  COMP
 JF0687  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 JF0687
 JF0687  VERT ORDER  -  SECOND    CLASS 0
 JF0687
 JF0687.The horizontal coordinates were scaled from a topographic map and have
 JF0687.an estimated accuracy of +/- 6 seconds.
 JF0687
 JF0687.The orthometric height was determined by differential leveling
 JF0687.and adjusted by the National Geodetic Survey in June 1991..
 JF0687
 JF0687.The geoid height was determined by GEOID03.
 JF0687
 JF0687.The dynamic height is computed by dividing the NAVD 88
 JF0687.geopotential number by the normal gravity value computed on the
 JF0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0687.degrees latitude (g = 980.6199 gals.).
 JF0687
 JF0687.The modeled gravity was interpolated from observed gravity values.
 JF0687
 JF0687;                    North         East    Units  Estimated Accuracy
 JF0687;SPC KS S     -   591,210.      498,290.      MT  (+/- 180 meters Scaled)
 JF0687
 JF0687                          SUPERSEDED SURVEY CONTROL
 JF0687
 JF0687  NGVD 29 (??/??/92)  479.238  (m)         1572.30   (f) ADJ UNCH    2 0
 JF0687
 JF0687.Superseded values are not recommended for survey control.
 JF0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0687.See file dsdata.txt to determine how the superseded data were derived.
 JF0687
 JF0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH419496(NAD 83)
 JF0687_MARKER: B = BOLT
 JF0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0687+STABILITY: SURFACE MOTION
 JF0687
 JF0687  HISTORY     - Date     Condition        Report By
 JF0687  HISTORY     - UNK      MONUMENTED       CGS
 JF0687  HISTORY     - 1934     GOOD             NGS
 JF0687
 JF0687                          STATION DESCRIPTION
 JF0687
 JF0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0687'2.9 MI E FROM CANTON.
 JF0687'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  420 FT.
 JF0687'WEST OF MILE POST 31.  49 FT. R. OR NORTH OF THE CENTER LINE OF
 JF0687'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0098 ***********************************************************************
 HH0098  DESIGNATION -  319 A
 HH0098  PID         -  HH0098
 HH0098  STATE/COUNTY-  KS/SEWARD
 HH0098  USGS QUAD   -  LIBERAL (1983)
 HH0098
 HH0098                         *CURRENT SURVEY CONTROL
 HH0098  ___________________________________________________________________
 HH0098* NAD 83(1986)-  37 02 23.     (N)    100 55 55.     (W)     SCALED    
 HH0098* NAVD 88     -       865.991  (meters)    2841.17   (feet)  ADJUSTED  
 HH0098  ___________________________________________________________________
 HH0098  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 HH0098  DYNAMIC HT  -         865.137 (meters)    2838.37  (feet)  COMP
 HH0098  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 HH0098
 HH0098  VERT ORDER  -  SECOND    CLASS 0
 HH0098
 HH0098.The horizontal coordinates were scaled from a topographic map and have
 HH0098.an estimated accuracy of +/- 6 seconds.
 HH0098
 HH0098.The orthometric height was determined by differential leveling
 HH0098.and adjusted by the National Geodetic Survey in June 1991..
 HH0098
 HH0098.The geoid height was determined by GEOID03.
 HH0098
 HH0098.The dynamic height is computed by dividing the NAVD 88
 HH0098.geopotential number by the normal gravity value computed on the
 HH0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0098.degrees latitude (g = 980.6199 gals.).
 HH0098
 HH0098.The modeled gravity was interpolated from observed gravity values.
 HH0098
 HH0098;                    North         East    Units  Estimated Accuracy
 HH0098;SPC KS S     -   444,230.      183,650.      MT  (+/- 180 meters Scaled)
 HH0098
 HH0098                          SUPERSEDED SURVEY CONTROL
 HH0098
 HH0098  NGVD 29 (??/??/92)  865.616  (m)         2839.94   (f) ADJ UNCH    2 0
 HH0098
 HH0098.Superseded values are not recommended for survey control.
 HH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0098.See file dsdata.txt to determine how the superseded data were derived.
 HH0098
 HH0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG281010(NAD 83)
 HH0098_MARKER: DB = BENCH MARK DISK
 HH0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0098_STAMPING: 319 A 1965
 HH0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0098+STABILITY: SURFACE MOTION
 HH0098
 HH0098  HISTORY     - Date     Condition        Report By
 HH0098  HISTORY     - 1965     MONUMENTED       CGS
 HH0098
 HH0098                          STATION DESCRIPTION
 HH0098
 HH0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HH0098'AT LIBERAL.
 HH0098'IN THE WESTERN PART OF THE CENTER OF LIBERAL 0.6 MILES BY ROAD
 HH0098'FROM THE CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 HH0098'WITH U.S. HIGHWAY 83 VIA KANSAS STREET AND 2ND STREET.  AT THE
 HH0098'NORTHWEST CORNER OF THE INTERSECTION OF WEST 2ND STREET WITH
 HH0098'CLAY STREET AND MAPLE BLVD., IN A LAWN BORDERED BY 2ND STREET
 HH0098'AND MAPLE BLVD., 28.5 FEET SOUTHWEST OF THE CENTERLINE OF MAPLE
 HH0098'BLVD., 35.5 FEET NORTH OF THE CENTERLINE OF WEST 2ND STREET,
 HH0098'109.0 FEET WEST OF THE CENTERLINE OF CLAY STREET, 19.0 FEET
 HH0098'NORTHWEST OF A POWER LINE POLE, AND 19.5 FEET WEST OF A STOP
 HH0098'SIGN ON MAPLE BLVD.  A STANDARD BRASS DISK SET IN TOP OF A
 HH0098'CONCRETE POST FLUSH WITH THE GROUND, STAMPED 319 A 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0099 ***********************************************************************
 HH0099  DESIGNATION -  319 B
 HH0099  PID         -  HH0099
 HH0099  STATE/COUNTY-  KS/SEWARD
 HH0099  USGS QUAD   -  LIBERAL (1983)
 HH0099
 HH0099                         *CURRENT SURVEY CONTROL
 HH0099  ___________________________________________________________________
 HH0099* NAD 83(1986)-  37 02 23.     (N)    100 56 24.     (W)     SCALED    
 HH0099* NAVD 88     -       869.255  (meters)    2851.88   (feet)  ADJUSTED  
 HH0099  ___________________________________________________________________
 HH0099  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 HH0099  DYNAMIC HT  -         868.398 (meters)    2849.07  (feet)  COMP
 HH0099  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 HH0099
 HH0099  VERT ORDER  -  SECOND    CLASS 0
 HH0099
 HH0099.The horizontal coordinates were scaled from a topographic map and have
 HH0099.an estimated accuracy of +/- 6 seconds.
 HH0099
 HH0099.The orthometric height was determined by differential leveling
 HH0099.and adjusted by the National Geodetic Survey in June 1991..
 HH0099
 HH0099.The geoid height was determined by GEOID03.
 HH0099
 HH0099.The dynamic height is computed by dividing the NAVD 88
 HH0099.geopotential number by the normal gravity value computed on the
 HH0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0099.degrees latitude (g = 980.6199 gals.).
 HH0099
 HH0099.The modeled gravity was interpolated from observed gravity values.
 HH0099
 HH0099;                    North         East    Units  Estimated Accuracy
 HH0099;SPC KS S     -   444,250.      182,940.      MT  (+/- 180 meters Scaled)
 HH0099
 HH0099                          SUPERSEDED SURVEY CONTROL
 HH0099
 HH0099  NGVD 29 (??/??/92)  868.880  (m)         2850.65   (f) ADJ UNCH    2 0
 HH0099
 HH0099.Superseded values are not recommended for survey control.
 HH0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0099.See file dsdata.txt to determine how the superseded data were derived.
 HH0099
 HH0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG274010(NAD 83)
 HH0099_MARKER: DB = BENCH MARK DISK
 HH0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0099_STAMPING: 319 B 1965
 HH0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0099+STABILITY: SURFACE MOTION
 HH0099
 HH0099  HISTORY     - Date     Condition        Report By
 HH0099  HISTORY     - 1965     MONUMENTED       CGS
 HH0099
 HH0099                          STATION DESCRIPTION
 HH0099
 HH0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HH0099'AT LIBERAL.
 HH0099'IN THE WESTERN PART OF LIBERAL 1.1 MILES BY ROAD FROM THE
 HH0099'CROSSING OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY WITH
 HH0099'U.S. HIGHWAY 83 VIA KANSAS AND WEST 2ND STREETS.  AT THE
 HH0099'NORTHEAST CORNER OF THE INTERSECTION OF WEST 2ND STREET WITH
 HH0099'WESTERN AVE. AND ELM BLVD., IN A LAWN BORDEDED BY 2ND STREET AND
 HH0099'ELM BLVD., 26.5 FEET NORTH OF THE CENTERLINE OF WEST 2ND STREET,
 HH0099'41.0 FEET SOUTHEAST OF THE CENTERLINE OF ELM BLVD., 106.0 FEET
 HH0099'EAST OF THE CENTERLINE OF WESTERN AVE., AND 2.5 FEET SOUTH OF A
 HH0099'POWER LINE POLE.  A STANDARD BRASS DISK SET IN TOP OF A CONCRETE
 HH0099'POST FLUSH WITH THE GROUND, STAMPED 319 B 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0100 ***********************************************************************
 HH0100  DESIGNATION -  319 C
 HH0100  PID         -  HH0100
 HH0100  STATE/COUNTY-  KS/SEWARD
 HH0100  USGS QUAD   -  LIBERAL (1983)
 HH0100
 HH0100                         *CURRENT SURVEY CONTROL
 HH0100  ___________________________________________________________________
 HH0100* NAD 83(1986)-  37 02 24.     (N)    100 57 06.     (W)     SCALED    
 HH0100* NAVD 88     -       874.351  (meters)    2868.60   (feet)  ADJUSTED  
 HH0100  ___________________________________________________________________
 HH0100  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 HH0100  DYNAMIC HT  -         873.487 (meters)    2865.77  (feet)  COMP
 HH0100  MODELED GRAV-     979,614.5   (mgal)                       NAVD 88
 HH0100
 HH0100  VERT ORDER  -  SECOND    CLASS 0
 HH0100
 HH0100.This mark is at Liberal Municipal Airport (LBL)
 HH0100
 HH0100.The horizontal coordinates were scaled from a topographic map and have
 HH0100.an estimated accuracy of +/- 6 seconds.
 HH0100
 HH0100.The orthometric height was determined by differential leveling
 HH0100.and adjusted by the National Geodetic Survey in June 1991..
 HH0100
 HH0100.The geoid height was determined by GEOID03.
 HH0100
 HH0100.The dynamic height is computed by dividing the NAVD 88
 HH0100.geopotential number by the normal gravity value computed on the
 HH0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0100.degrees latitude (g = 980.6199 gals.).
 HH0100
 HH0100.The modeled gravity was interpolated from observed gravity values.
 HH0100
 HH0100;                    North         East    Units  Estimated Accuracy
 HH0100;SPC KS S     -   444,300.      181,900.      MT  (+/- 180 meters Scaled)
 HH0100
 HH0100                          SUPERSEDED SURVEY CONTROL
 HH0100
 HH0100  NGVD 29 (??/??/92)  873.974  (m)         2867.36   (f) ADJ UNCH    2 0
 HH0100
 HH0100.Superseded values are not recommended for survey control.
 HH0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0100.See file dsdata.txt to determine how the superseded data were derived.
 HH0100
 HH0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG264010(NAD 83)
 HH0100_MARKER: DB = BENCH MARK DISK
 HH0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HH0100_SP_SET: HANGAR FOUNDATION
 HH0100_STAMPING: 319 C 1965
 HH0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0100
 HH0100  HISTORY     - Date     Condition        Report By
 HH0100  HISTORY     - 1965     MONUMENTED       CGS
 HH0100
 HH0100                          STATION DESCRIPTION
 HH0100
 HH0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HH0100'AT LIBERAL.
 HH0100'AT THE LIBERAL MUNICIPAL AIRPORT IN THE CONCRETE FOUNDATION OF A
 HH0100'LARGE HANGAR OWNED BY THE BEECHCRAFT CO AT THE SOUTHEAST CORNER
 HH0100'OF THE LARGE CONCRETE RAMP ON THE EAST EDGE OF THE AIRPORT, 1
 HH0100'FOOT WEST OF THE SOUTHWEST CORNER OF THE HANGAR, 45.5 FEET EAST
 HH0100'OF A SILVER PAINTED HIGH WOODEN FLAGPOLE, 77 FEET EAST NORTHEAST
 HH0100'OF A FIRE HYDRANT AT THE EDGE OF THE RAMP, AND ABOUT 200 FEET
 HH0100'NORTHWEST OF THE POINT WHERE WEST 2ND STREET ENDS AT THE MAIN
 HH0100'ENTRANCE TO THE FIELD AT THE SOUTHERN END OF THE RAMP.  A
 HH0100'STANDARD BRASS DISK SET HORIZONTALLY IN AN EXTENSION OF THE
 HH0100'FOUNDATION OF THE HANGAR, STAMPED 319 C 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1282 ***********************************************************************
 JF1282  DESIGNATION -  32
 JF1282  PID         -  JF1282
 JF1282  STATE/COUNTY-  KS/GREENWOOD
 JF1282  USGS QUAD   -  LAMONT (1967)
 JF1282
 JF1282                         *CURRENT SURVEY CONTROL
 JF1282  ___________________________________________________________________
 JF1282* NAD 83(1986)-  38 00 03.     (N)    096 01 15.     (W)     SCALED    
 JF1282* NAVD 88     -       301.698  (meters)     989.82   (feet)  ADJUSTED  
 JF1282  ___________________________________________________________________
 JF1282  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 JF1282  DYNAMIC HT  -         301.472 (meters)     989.08  (feet)  COMP
 JF1282  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 JF1282
 JF1282  VERT ORDER  -  FIRST     CLASS II
 JF1282
 JF1282.The horizontal coordinates were scaled from a topographic map and have
 JF1282.an estimated accuracy of +/- 6 seconds.
 JF1282
 JF1282.The orthometric height was determined by differential leveling
 JF1282.and adjusted by the National Geodetic Survey in June 1991..
 JF1282
 JF1282.The geoid height was determined by GEOID03.
 JF1282
 JF1282.The dynamic height is computed by dividing the NAVD 88
 JF1282.geopotential number by the normal gravity value computed on the
 JF1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1282.degrees latitude (g = 980.6199 gals.).
 JF1282
 JF1282.The modeled gravity was interpolated from observed gravity values.
 JF1282
 JF1282;                    North         East    Units  Estimated Accuracy
 JF1282;SPC KS S     -   550,970.      617,710.      MT  (+/- 180 meters Scaled)
 JF1282
 JF1282                          SUPERSEDED SURVEY CONTROL
 JF1282
 JF1282  NGVD 29 (??/??/92)  301.559  (m)          989.36   (f) ADJ UNCH    1 2
 JF1282
 JF1282.Superseded values are not recommended for survey control.
 JF1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1282.See file dsdata.txt to determine how the superseded data were derived.
 JF1282
 JF1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH615100(NAD 83)
 JF1282_MARKER: B = BOLT
 JF1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1282+STABILITY: SURFACE MOTION
 JF1282
 JF1282  HISTORY     - Date     Condition        Report By
 JF1282  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF1282  HISTORY     - 1933     GOOD             NGS
 JF1282
 JF1282                          STATION DESCRIPTION
 JF1282
 JF1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JF1282'1.5 MI N FROM VIRGIL.
 JF1282'1.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF1282'FROM THE STATION AT VIRGIL, GREENWOOD COUNTY, AT MILEPOST 32,
 JF1282'49 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 1 FOOT
 JF1282'EAST OF THE RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE
 JF1282'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0324 ***********************************************************************
 HE0324  DESIGNATION -  32 B
 HE0324  PID         -  HE0324
 HE0324  STATE/COUNTY-  KS/CRAWFORD
 HE0324  USGS QUAD   -  BRAZILTON (1973)
 HE0324
 HE0324                         *CURRENT SURVEY CONTROL
 HE0324  ___________________________________________________________________
 HE0324* NAD 83(1986)-  37 33 16.     (N)    094 57 12.     (W)     SCALED    
 HE0324* NAVD 88     -       307.110  (meters)    1007.58   (feet)  ADJUSTED  
 HE0324  ___________________________________________________________________
 HE0324  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HE0324  DYNAMIC HT  -         306.873 (meters)    1006.80  (feet)  COMP
 HE0324  MODELED GRAV-     979,848.9   (mgal)                       NAVD 88
 HE0324
 HE0324  VERT ORDER  -  SECOND    CLASS 0
 HE0324
 HE0324.The horizontal coordinates were scaled from a topographic map and have
 HE0324.an estimated accuracy of +/- 6 seconds.
 HE0324
 HE0324.The orthometric height was determined by differential leveling
 HE0324.and adjusted by the National Geodetic Survey in June 1991..
 HE0324
 HE0324.The geoid height was determined by GEOID03.
 HE0324
 HE0324.The dynamic height is computed by dividing the NAVD 88
 HE0324.geopotential number by the normal gravity value computed on the
 HE0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0324.degrees latitude (g = 980.6199 gals.).
 HE0324
 HE0324.The modeled gravity was interpolated from observed gravity values.
 HE0324
 HE0324;                    North         East    Units  Estimated Accuracy
 HE0324;SPC KS S     -   504,490.      713,300.      MT  (+/- 180 meters Scaled)
 HE0324
 HE0324                          SUPERSEDED SURVEY CONTROL
 HE0324
 HE0324  NGVD 29 (??/??/92)  306.991  (m)         1007.19   (f) ADJ UNCH    2 0
 HE0324
 HE0324.Superseded values are not recommended for survey control.
 HE0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0324.See file dsdata.txt to determine how the superseded data were derived.
 HE0324
 HE0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB274581(NAD 83)
 HE0324_MARKER: X = CHISELED CROSS
 HE0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0324_SP_SET: BRIDGE
 HE0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0324
 HE0324  HISTORY     - Date     Condition        Report By
 HE0324  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0324  HISTORY     - 1935     GOOD             NGS
 HE0324
 HE0324                          STATION DESCRIPTION
 HE0324
 HE0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0324'0.5 MI SE FROM BRAZILTON.
 HE0324'0.5 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0324'RAILWAY FROM THE STATION AT BRAZILTON, CRAWFORD COUNTY, AT
 HE0324'BRIDGE 32 B, ON TOP OF THE NORTH END OF THE HEADWALL, 14 FEET
 HE0324'WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 HE0324'THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0323 ***********************************************************************
 HE0323  DESIGNATION -  32 D
 HE0323  PID         -  HE0323
 HE0323  STATE/COUNTY-  KS/CRAWFORD
 HE0323  USGS QUAD   -  BRAZILTON (1973)
 HE0323
 HE0323                         *CURRENT SURVEY CONTROL
 HE0323  ___________________________________________________________________
 HE0323* NAD 83(1986)-  37 33 06.     (N)    094 56 43.     (W)     SCALED    
 HE0323* NAVD 88     -       306.659  (meters)    1006.10   (feet)  ADJUSTED  
 HE0323  ___________________________________________________________________
 HE0323  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HE0323  DYNAMIC HT  -         306.421 (meters)    1005.32  (feet)  COMP
 HE0323  MODELED GRAV-     979,847.8   (mgal)                       NAVD 88
 HE0323
 HE0323  VERT ORDER  -  SECOND    CLASS 0
 HE0323
 HE0323.The horizontal coordinates were scaled from a topographic map and have
 HE0323.an estimated accuracy of +/- 6 seconds.
 HE0323
 HE0323.The orthometric height was determined by differential leveling
 HE0323.and adjusted by the National Geodetic Survey in June 1991..
 HE0323
 HE0323.The geoid height was determined by GEOID03.
 HE0323
 HE0323.The dynamic height is computed by dividing the NAVD 88
 HE0323.geopotential number by the normal gravity value computed on the
 HE0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0323.degrees latitude (g = 980.6199 gals.).
 HE0323
 HE0323.The modeled gravity was interpolated from observed gravity values.
 HE0323
 HE0323;                    North         East    Units  Estimated Accuracy
 HE0323;SPC KS S     -   504,210.      714,020.      MT  (+/- 180 meters Scaled)
 HE0323
 HE0323                          SUPERSEDED SURVEY CONTROL
 HE0323
 HE0323  NGVD 29 (??/??/92)  306.539  (m)         1005.70   (f) ADJ UNCH    2 0
 HE0323
 HE0323.Superseded values are not recommended for survey control.
 HE0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0323.See file dsdata.txt to determine how the superseded data were derived.
 HE0323
 HE0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB281578(NAD 83)
 HE0323_MARKER: X = CHISELED CROSS
 HE0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0323_SP_SET: BRIDGE
 HE0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0323
 HE0323  HISTORY     - Date     Condition        Report By
 HE0323  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0323  HISTORY     - 1935     GOOD             NGS
 HE0323
 HE0323                          STATION DESCRIPTION
 HE0323
 HE0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0323'1 MI SE FROM BRAZILTON.
 HE0323'1.0 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0323'RAILWAY FROM THE STATION AT BRAZILTON, CRAWFORD COUNTY, AT
 HE0323'BRIDGE 32 D, ON THE TOP OF THE WEST END OF THE CONCRETE HEADWALL,
 HE0323'12 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH
 HE0323'THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0685 ***********************************************************************
 JF0685  DESIGNATION -  32+00
 JF0685  PID         -  JF0685
 JF0685  STATE/COUNTY-  KS/MCPHERSON
 JF0685  USGS QUAD   -  CANTON (1985)
 JF0685
 JF0685                         *CURRENT SURVEY CONTROL
 JF0685  ___________________________________________________________________
 JF0685* NAD 83(1986)-  38 23 03.     (N)    097 23 30.     (W)     SCALED    
 JF0685* NAVD 88     -       482.173  (meters)    1581.93   (feet)  ADJUSTED  
 JF0685  ___________________________________________________________________
 JF0685  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 JF0685  DYNAMIC HT  -         481.811 (meters)    1580.74  (feet)  COMP
 JF0685  MODELED GRAV-     979,862.0   (mgal)                       NAVD 88
 JF0685
 JF0685  VERT ORDER  -  SECOND    CLASS 0
 JF0685
 JF0685.The horizontal coordinates were scaled from a topographic map and have
 JF0685.an estimated accuracy of +/- 6 seconds.
 JF0685
 JF0685.The orthometric height was determined by differential leveling
 JF0685.and adjusted by the National Geodetic Survey in June 1991..
 JF0685
 JF0685.The geoid height was determined by GEOID03.
 JF0685
 JF0685.The dynamic height is computed by dividing the NAVD 88
 JF0685.geopotential number by the normal gravity value computed on the
 JF0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0685.degrees latitude (g = 980.6199 gals.).
 JF0685
 JF0685.The modeled gravity was interpolated from observed gravity values.
 JF0685
 JF0685;                    North         East    Units  Estimated Accuracy
 JF0685;SPC KS S     -   591,200.      496,830.      MT  (+/- 180 meters Scaled)
 JF0685
 JF0685                          SUPERSEDED SURVEY CONTROL
 JF0685
 JF0685  NGVD 29 (??/??/92)  481.988  (m)         1581.32   (f) ADJ UNCH    2 0
 JF0685
 JF0685.Superseded values are not recommended for survey control.
 JF0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0685.See file dsdata.txt to determine how the superseded data were derived.
 JF0685
 JF0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH404496(NAD 83)
 JF0685_MARKER: B = BOLT
 JF0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0685+STABILITY: SURFACE MOTION
 JF0685
 JF0685  HISTORY     - Date     Condition        Report By
 JF0685  HISTORY     - UNK      MONUMENTED       CGS
 JF0685  HISTORY     - 1934     GOOD             NGS
 JF0685  HISTORY     - 1935     GOOD             NGS
 JF0685
 JF0685                          STATION DESCRIPTION
 JF0685
 JF0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0685'2 MI E FROM CANTON.
 JF0685'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO. AT MILE
 JF0685'POST 32.  49 FT. R. OR NORTH OF THE CENTER LINE OF THE TRACK.
 JF0685
 JF0685                          STATION RECOVERY (1935)
 JF0685
 JF0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 JF0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1279 ***********************************************************************
 JF1279  DESIGNATION -  32+0014
 JF1279  PID         -  JF1279
 JF1279  STATE/COUNTY-  KS/WABAUNSEE
 JF1279  USGS QUAD   -  ALLENDORPH (1983)
 JF1279
 JF1279                         *CURRENT SURVEY CONTROL
 JF1279  ___________________________________________________________________
 JF1279* NAD 83(1986)-  38 59 24.     (N)    096 16 17.     (W)     SCALED    
 JF1279* NAVD 88     -       327.178  (meters)    1073.42   (feet)  ADJUSTED  
 JF1279  ___________________________________________________________________
 JF1279  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JF1279  DYNAMIC HT  -         326.955 (meters)    1072.68  (feet)  COMP
 JF1279  MODELED GRAV-     979,939.1   (mgal)                       NAVD 88
 JF1279
 JF1279  VERT ORDER  -  SECOND    CLASS 0
 JF1279
 JF1279.The horizontal coordinates were scaled from a topographic map and have
 JF1279.an estimated accuracy of +/- 6 seconds.
 JF1279
 JF1279.The orthometric height was determined by differential leveling
 JF1279.and adjusted by the National Geodetic Survey in June 1991..
 JF1279
 JF1279.The geoid height was determined by GEOID03.
 JF1279
 JF1279.The dynamic height is computed by dividing the NAVD 88
 JF1279.geopotential number by the normal gravity value computed on the
 JF1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1279.degrees latitude (g = 980.6199 gals.).
 JF1279
 JF1279.The modeled gravity was interpolated from observed gravity values.
 JF1279
 JF1279;                    North         East    Units  Estimated Accuracy
 JF1279;SPC KS N     -    74,330.      549,750.      MT  (+/- 180 meters Scaled)
 JF1279
 JF1279                          SUPERSEDED SURVEY CONTROL
 JF1279
 JF1279  NGVD 29 (??/??/92)  327.042  (m)         1072.97   (f) ADJ UNCH    2 0
 JF1279
 JF1279.Superseded values are not recommended for survey control.
 JF1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1279.See file dsdata.txt to determine how the superseded data were derived.
 JF1279
 JF1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ363192(NAD 83)
 JF1279_MARKER: B = BOLT
 JF1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1279+STABILITY: SURFACE MOTION
 JF1279
 JF1279  HISTORY     - Date     Condition        Report By
 JF1279  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF1279  HISTORY     - 1934     GOOD             NGS
 JF1279  HISTORY     - 1954     MARK NOT FOUND   LOCENG
 JF1279
 JF1279                          STATION DESCRIPTION
 JF1279
 JF1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF1279'1.8 MI SE FROM ALMA.
 JF1279'1.8 MILES SE. ALONG A.T. AND S.F. R.R., 175 YDS. E. OF E. SWITCH
 JF1279'OF ALLENDORPH SIDING.  MARK IS 8 YDS. N. OF CENTERLINE OF TRACK,
 JF1279'1 FOOT E. OF MP 32 AND 115 YDS. E. OF BRIDGE 32-A.
 JF1279
 JF1279                          STATION RECOVERY (1954)
 JF1279
 JF1279'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 JF1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0598 ***********************************************************************
 KE0598  DESIGNATION -  33
 KE0598  PID         -  KE0598
 KE0598  STATE/COUNTY-  KS/DOUGLAS
 KE0598  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0598
 KE0598                         *CURRENT SURVEY CONTROL
 KE0598  ___________________________________________________________________
 KE0598* NAD 83(1986)-  39 01 29.     (N)    095 19 06.     (W)     SCALED    
 KE0598* NAVD 88     -       254.551  (meters)     835.14   (feet)  ADJUSTED  
 KE0598  ___________________________________________________________________
 KE0598  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KE0598  DYNAMIC HT  -         254.386 (meters)     834.60  (feet)  COMP
 KE0598  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 KE0598
 KE0598  VERT ORDER  -  FIRST     CLASS II
 KE0598
 KE0598.The horizontal coordinates were scaled from a topographic map and have
 KE0598.an estimated accuracy of +/- 6 seconds.
 KE0598
 KE0598.The orthometric height was determined by differential leveling
 KE0598.and adjusted by the National Geodetic Survey in June 1991..
 KE0598
 KE0598.The geoid height was determined by GEOID03.
 KE0598
 KE0598.The dynamic height is computed by dividing the NAVD 88
 KE0598.geopotential number by the normal gravity value computed on the
 KE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0598.degrees latitude (g = 980.6199 gals.).
 KE0598
 KE0598.The modeled gravity was interpolated from observed gravity values.
 KE0598
 KE0598;                    North         East    Units  Estimated Accuracy
 KE0598;SPC KS N     -    80,190.      632,180.      MT  (+/- 180 meters Scaled)
 KE0598
 KE0598                          SUPERSEDED SURVEY CONTROL
 KE0598
 KE0598  NGVD 29 (??/??/92)  254.469  (m)          834.87   (f) ADJ UNCH    1 2
 KE0598
 KE0598.Superseded values are not recommended for survey control.
 KE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0598.See file dsdata.txt to determine how the superseded data were derived.
 KE0598
 KE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD993220(NAD 83)
 KE0598_MARKER: DD = SURVEY DISK
 KE0598_SETTING: 0 = UNSPECIFIED SETTING
 KE0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0598
 KE0598  HISTORY     - Date     Condition        Report By
 KE0598  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0598  HISTORY     - 1951     GOOD             NGS
 KE0598  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0598
 KE0598                          STATION DESCRIPTION
 KE0598
 KE0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0598'4.5 MI E FROM LECOMPTON.
 KE0598'4.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0598'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 42 FEET SOUTHEAST
 KE0598'OF MILEPOST 33, AND 10 FEET NORTH OF THE CENTERLINE OF THE
 KE0598'TRACK.  THE TOP OF A VERTICAL SECTION OF RAIL PAINTED WHITE AND
 KE0598'PROJECTING 2 FEET ABOVE GROUND.
 KE0598
 KE0598                          STATION RECOVERY (1986)
 KE0598
 KE0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0322 ***********************************************************************
 HE0322  DESIGNATION -  33
 HE0322  PID         -  HE0322
 HE0322  STATE/COUNTY-  KS/CRAWFORD
 HE0322  USGS QUAD   -  BRAZILTON (1973)
 HE0322
 HE0322                         *CURRENT SURVEY CONTROL
 HE0322  ___________________________________________________________________
 HE0322* NAD 83(1986)-  37 33 04.     (N)    094 56 32.     (W)     SCALED    
 HE0322* NAVD 88     -       304.216  (meters)     998.08   (feet)  ADJUSTED  
 HE0322  ___________________________________________________________________
 HE0322  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HE0322  DYNAMIC HT  -         303.980 (meters)     997.31  (feet)  COMP
 HE0322  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 HE0322
 HE0322  VERT ORDER  -  SECOND    CLASS 0
 HE0322
 HE0322.The horizontal coordinates were scaled from a topographic map and have
 HE0322.an estimated accuracy of +/- 6 seconds.
 HE0322
 HE0322.The orthometric height was determined by differential leveling
 HE0322.and adjusted by the National Geodetic Survey in June 1991..
 HE0322
 HE0322.The geoid height was determined by GEOID03.
 HE0322
 HE0322.The dynamic height is computed by dividing the NAVD 88
 HE0322.geopotential number by the normal gravity value computed on the
 HE0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0322.degrees latitude (g = 980.6199 gals.).
 HE0322
 HE0322.The modeled gravity was interpolated from observed gravity values.
 HE0322
 HE0322;                    North         East    Units  Estimated Accuracy
 HE0322;SPC KS S     -   504,160.      714,290.      MT  (+/- 180 meters Scaled)
 HE0322
 HE0322                          SUPERSEDED SURVEY CONTROL
 HE0322
 HE0322  NGVD 29 (??/??/92)  304.096  (m)          997.69   (f) ADJ UNCH    2 0
 HE0322
 HE0322.Superseded values are not recommended for survey control.
 HE0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0322.See file dsdata.txt to determine how the superseded data were derived.
 HE0322
 HE0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB284577(NAD 83)
 HE0322_MARKER: B = BOLT
 HE0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0322+STABILITY: SURFACE MOTION
 HE0322
 HE0322  HISTORY     - Date     Condition        Report By
 HE0322  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0322  HISTORY     - 1935     GOOD             NGS
 HE0322
 HE0322                          STATION DESCRIPTION
 HE0322
 HE0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0322'1.2 MI SE FROM BRAZILTON.
 HE0322'1.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0322'RAILWAY FROM THE STATION AT BRAZILTON, CRAWFORD COUNTY, 48 FEET
 HE0322'SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT NORTH OF THE
 HE0322'FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0684 ***********************************************************************
 JF0684  DESIGNATION -  33+00
 JF0684  PID         -  JF0684
 JF0684  STATE/COUNTY-  KS/MCPHERSON
 JF0684  USGS QUAD   -  CANTON (1985)
 JF0684
 JF0684                         *CURRENT SURVEY CONTROL
 JF0684  ___________________________________________________________________
 JF0684* NAD 83(1986)-  38 23 03.     (N)    097 24 37.     (W)     SCALED    
 JF0684* NAVD 88     -       482.051  (meters)    1581.53   (feet)  ADJUSTED  
 JF0684  ___________________________________________________________________
 JF0684  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 JF0684  DYNAMIC HT  -         481.689 (meters)    1580.34  (feet)  COMP
 JF0684  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 JF0684
 JF0684  VERT ORDER  -  SECOND    CLASS 0
 JF0684
 JF0684.The horizontal coordinates were scaled from a topographic map and have
 JF0684.an estimated accuracy of +/- 6 seconds.
 JF0684
 JF0684.The orthometric height was determined by differential leveling
 JF0684.and adjusted by the National Geodetic Survey in June 1991..
 JF0684
 JF0684.The geoid height was determined by GEOID03.
 JF0684
 JF0684.The dynamic height is computed by dividing the NAVD 88
 JF0684.geopotential number by the normal gravity value computed on the
 JF0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0684.degrees latitude (g = 980.6199 gals.).
 JF0684
 JF0684.The modeled gravity was interpolated from observed gravity values.
 JF0684
 JF0684;                    North         East    Units  Estimated Accuracy
 JF0684;SPC KS S     -   591,180.      495,210.      MT  (+/- 180 meters Scaled)
 JF0684
 JF0684                          SUPERSEDED SURVEY CONTROL
 JF0684
 JF0684  NGVD 29 (??/??/92)  481.870  (m)         1580.94   (f) ADJ UNCH    2 0
 JF0684
 JF0684.Superseded values are not recommended for survey control.
 JF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0684.See file dsdata.txt to determine how the superseded data were derived.
 JF0684
 JF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH388496(NAD 83)
 JF0684_MARKER: B = BOLT
 JF0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0684+STABILITY: SURFACE MOTION
 JF0684
 JF0684  HISTORY     - Date     Condition        Report By
 JF0684  HISTORY     - UNK      MONUMENTED       CGS
 JF0684  HISTORY     - 1934     GOOD             NGS
 JF0684  HISTORY     - 1935     GOOD             NGS
 JF0684
 JF0684                          STATION DESCRIPTION
 JF0684
 JF0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0684'1 MI E FROM CANTON.
 JF0684'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO. AT MILE POST
 JF0684'33.  49 FT. R OR NORTH OF THE CENTER LINE OF THE TRACK.
 JF0684
 JF0684                          STATION RECOVERY (1935)
 JF0684
 JF0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 JF0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0513 ***********************************************************************
 JF0513  DESIGNATION -  33+00
 JF0513  PID         -  JF0513
 JF0513  STATE/COUNTY-  KS/DICKINSON
 JF0513  USGS QUAD   -  HOPE (1985)
 JF0513
 JF0513                         *CURRENT SURVEY CONTROL
 JF0513  ___________________________________________________________________
 JF0513* NAD 83(1986)-  38 38 31.     (N)    097 03 13.     (W)     SCALED    
 JF0513* NAVD 88     -       424.122  (meters)    1391.47   (feet)  ADJUSTED  
 JF0513  ___________________________________________________________________
 JF0513  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 JF0513  DYNAMIC HT  -         423.816 (meters)    1390.47  (feet)  COMP
 JF0513  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 JF0513
 JF0513  VERT ORDER  -  SECOND    CLASS 0
 JF0513
 JF0513.The horizontal coordinates were scaled from a topographic map and have
 JF0513.an estimated accuracy of +/- 6 seconds.
 JF0513
 JF0513.The orthometric height was determined by differential leveling
 JF0513.and adjusted by the National Geodetic Survey in June 1991..
 JF0513
 JF0513.The geoid height was determined by GEOID03.
 JF0513
 JF0513.The dynamic height is computed by dividing the NAVD 88
 JF0513.geopotential number by the normal gravity value computed on the
 JF0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0513.degrees latitude (g = 980.6199 gals.).
 JF0513
 JF0513.The modeled gravity was interpolated from observed gravity values.
 JF0513
 JF0513;                    North         East    Units  Estimated Accuracy
 JF0513;SPC KS N     -    34,690.      482,390.      MT  (+/- 180 meters Scaled)
 JF0513
 JF0513                          SUPERSEDED SURVEY CONTROL
 JF0513
 JF0513  NGVD 29 (??/??/92)  423.976  (m)         1390.99   (f) ADJ UNCH    2 0
 JF0513
 JF0513.Superseded values are not recommended for survey control.
 JF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0513.See file dsdata.txt to determine how the superseded data were derived.
 JF0513
 JF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH693788(NAD 83)
 JF0513_MARKER: B = BOLT
 JF0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0513+STABILITY: SURFACE MOTION
 JF0513
 JF0513  HISTORY     - Date     Condition        Report By
 JF0513  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0513  HISTORY     - 1934     GOOD             NGS
 JF0513
 JF0513                          STATION DESCRIPTION
 JF0513
 JF0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0513'3.7 MI S FROM HOPE.
 JF0513'3.7 MILES SOUTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE
 JF0513'SANTA FE R.R. CO. AT MILE POST 33.  100 FT. RIGHT OR EAST OF THE
 JF0513'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0601 ***********************************************************************
 KE0601  DESIGNATION -  34
 KE0601  PID         -  KE0601
 KE0601  STATE/COUNTY-  KS/DOUGLAS
 KE0601  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0601
 KE0601                         *CURRENT SURVEY CONTROL
 KE0601  ___________________________________________________________________
 KE0601* NAD 83(1986)-  39 01 46.     (N)    095 20 10.     (W)     SCALED    
 KE0601* NAVD 88     -       256.912  (meters)     842.89   (feet)  ADJUSTED  
 KE0601  ___________________________________________________________________
 KE0601  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KE0601  DYNAMIC HT  -         256.746 (meters)     842.34  (feet)  COMP
 KE0601  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 KE0601
 KE0601  VERT ORDER  -  FIRST     CLASS II
 KE0601
 KE0601.The horizontal coordinates were scaled from a topographic map and have
 KE0601.an estimated accuracy of +/- 6 seconds.
 KE0601
 KE0601.The orthometric height was determined by differential leveling
 KE0601.and adjusted by the National Geodetic Survey in June 1991..
 KE0601
 KE0601.The geoid height was determined by GEOID03.
 KE0601
 KE0601.The dynamic height is computed by dividing the NAVD 88
 KE0601.geopotential number by the normal gravity value computed on the
 KE0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0601.degrees latitude (g = 980.6199 gals.).
 KE0601
 KE0601.The modeled gravity was interpolated from observed gravity values.
 KE0601
 KE0601;                    North         East    Units  Estimated Accuracy
 KE0601;SPC KS N     -    80,670.      630,630.      MT  (+/- 180 meters Scaled)
 KE0601
 KE0601                          SUPERSEDED SURVEY CONTROL
 KE0601
 KE0601  NGVD 29 (??/??/92)  256.831  (m)          842.62   (f) ADJ UNCH    1 2
 KE0601
 KE0601.Superseded values are not recommended for survey control.
 KE0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0601.See file dsdata.txt to determine how the superseded data were derived.
 KE0601
 KE0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD977226(NAD 83)
 KE0601_MARKER: DD = SURVEY DISK
 KE0601_SETTING: 0 = UNSPECIFIED SETTING
 KE0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0601
 KE0601  HISTORY     - Date     Condition        Report By
 KE0601  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0601  HISTORY     - 1951     GOOD             NGS
 KE0601  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0601
 KE0601                          STATION DESCRIPTION
 KE0601
 KE0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0601'3.5 MI E FROM LECOMPTON.
 KE0601'3.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0601'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 33.4 FEET SOUTHEAST
 KE0601'OF MILEPOST 34, AND 9 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 KE0601'THE TOP OF A VERTICAL SECTION OF RAIL PAINTED WHITE AND PROJECTING
 KE0601'2 FEET ABOVE GROUND.
 KE0601
 KE0601                          STATION RECOVERY (1986)
 KE0601
 KE0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0060 ***********************************************************************
 HF0060  DESIGNATION -  34
 HF0060  PID         -  HF0060
 HF0060  STATE/COUNTY-  KS/GREENWOOD
 HF0060  USGS QUAD   -  HAMILTON (1971)
 HF0060
 HF0060                         *CURRENT SURVEY CONTROL
 HF0060  ___________________________________________________________________
 HF0060* NAD 83(1986)-  37 57 14.     (N)    096 10 32.     (W)     SCALED    
 HF0060* NAVD 88     -       341.435  (meters)    1120.19   (feet)  ADJUSTED  
 HF0060  ___________________________________________________________________
 HF0060  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HF0060  DYNAMIC HT  -         341.174 (meters)    1119.34  (feet)  COMP
 HF0060  MODELED GRAV-     979,857.3   (mgal)                       NAVD 88
 HF0060
 HF0060  VERT ORDER  -  SECOND    CLASS 0
 HF0060
 HF0060.The horizontal coordinates were scaled from a topographic map and have
 HF0060.an estimated accuracy of +/- 6 seconds.
 HF0060
 HF0060.The orthometric height was determined by differential leveling
 HF0060.and adjusted by the National Geodetic Survey in June 1991..
 HF0060
 HF0060.The geoid height was determined by GEOID03.
 HF0060
 HF0060.The dynamic height is computed by dividing the NAVD 88
 HF0060.geopotential number by the normal gravity value computed on the
 HF0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0060.degrees latitude (g = 980.6199 gals.).
 HF0060
 HF0060.The modeled gravity was interpolated from observed gravity values.
 HF0060
 HF0060;                    North         East    Units  Estimated Accuracy
 HF0060;SPC KS S     -   545,410.      604,260.      MT  (+/- 180 meters Scaled)
 HF0060
 HF0060                          SUPERSEDED SURVEY CONTROL
 HF0060
 HF0060  NGVD 29 (??/??/92)  341.287  (m)         1119.71   (f) ADJ UNCH    2 0
 HF0060
 HF0060.Superseded values are not recommended for survey control.
 HF0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0060.See file dsdata.txt to determine how the superseded data were derived.
 HF0060
 HF0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH481044(NAD 83)
 HF0060_MARKER: B = BOLT
 HF0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0060+STABILITY: SURFACE MOTION
 HF0060
 HF0060  HISTORY     - Date     Condition        Report By
 HF0060  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0060  HISTORY     - 1935     GOOD             NGS
 HF0060  HISTORY     - 1976     MARK NOT FOUND   NGS
 HF0060  HISTORY     - 1976     MARK NOT FOUND   NGS
 HF0060
 HF0060                          STATION DESCRIPTION
 HF0060
 HF0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0060'1.9 MI S FROM HAMILTON.
 HF0060'1.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0060'FROM HAMILTON, GREENWOOD COUNTY, AT MILEPOST 34, AND 49 FEET
 HF0060'EAST OF THE CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP
 HF0060'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HF0060
 HF0060                          STATION RECOVERY (1976)
 HF0060
 HF0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0060'MARK NOT FOUND.
 HF0060
 HF0060                          STATION RECOVERY (1976)
 HF0060
 HF0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0615 ***********************************************************************
 HF0615  DESIGNATION -  34 B
 HF0615  PID         -  HF0615
 HF0615  STATE/COUNTY-  KS/SUMNER
 HF0615  USGS QUAD   -  OXFORD (1965)
 HF0615
 HF0615                         *CURRENT SURVEY CONTROL
 HF0615  ___________________________________________________________________
 HF0615* NAD 83(1986)-  37 16 28.     (N)    097 09 27.     (W)     SCALED    
 HF0615* NAVD 88     -       350.505  (meters)    1149.95   (feet)  ADJUSTED  
 HF0615  ___________________________________________________________________
 HF0615  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 HF0615  DYNAMIC HT  -         350.221 (meters)    1149.02  (feet)  COMP
 HF0615  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 HF0615
 HF0615  VERT ORDER  -  SECOND    CLASS 0
 HF0615
 HF0615.The horizontal coordinates were scaled from a topographic map and have
 HF0615.an estimated accuracy of +/- 6 seconds.
 HF0615
 HF0615.The orthometric height was determined by differential leveling
 HF0615.and adjusted by the National Geodetic Survey in June 1991..
 HF0615
 HF0615.The geoid height was determined by GEOID03.
 HF0615
 HF0615.The dynamic height is computed by dividing the NAVD 88
 HF0615.geopotential number by the normal gravity value computed on the
 HF0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0615.degrees latitude (g = 980.6199 gals.).
 HF0615
 HF0615.The modeled gravity was interpolated from observed gravity values.
 HF0615
 HF0615;                    North         East    Units  Estimated Accuracy
 HF0615;SPC KS S     -   468,310.      519,060.      MT  (+/- 180 meters Scaled)
 HF0615
 HF0615                          SUPERSEDED SURVEY CONTROL
 HF0615
 HF0615  NGVD 29 (??/??/92)  350.395  (m)         1149.59   (f) ADJ UNCH    2 0
 HF0615
 HF0615.Superseded values are not recommended for survey control.
 HF0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0615.See file dsdata.txt to determine how the superseded data were derived.
 HF0615
 HF0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG633269(NAD 83)
 HF0615_MARKER: DD = SURVEY DISK
 HF0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0615_STAMPING: 34 B 1942
 HF0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0615+STABILITY: SURFACE MOTION
 HF0615
 HF0615  HISTORY     - Date     Condition        Report By
 HF0615  HISTORY     - 1942     MONUMENTED       USGS
 HF0615  HISTORY     - 1962     GOOD             NGS
 HF0615
 HF0615                          STATION DESCRIPTION
 HF0615
 HF0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0615'0.6 MI E FROM OXFORD.
 HF0615'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0615'THENCE 0.6 MILE EAST ALONG U.S. HIGHWAY 160, 66.2 FEET SOUTH
 HF0615'OF THE CENTERLINE OF THE HIGHWAY, 15.0 FEET WEST OF A FENCE
 HF0615'CORNER, 2.0 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP
 HF0615'OF A CONCRETE POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0565 ***********************************************************************
 KE0565  DESIGNATION -  340
 KE0565  PID         -  KE0565
 KE0565  STATE/COUNTY-  KS/ATCHISON
 KE0565  USGS QUAD   -  LANCASTER (1979)
 KE0565
 KE0565                         *CURRENT SURVEY CONTROL
 KE0565  ___________________________________________________________________
 KE0565* NAD 83(1986)-  39 31 03.     (N)    095 15 19.     (W)     SCALED    
 KE0565* NAVD 88     -       321.218  (meters)    1053.86   (feet)  ADJUSTED  
 KE0565  ___________________________________________________________________
 KE0565  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KE0565  DYNAMIC HT  -         321.018 (meters)    1053.21  (feet)  COMP
 KE0565  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 KE0565
 KE0565  VERT ORDER  -  SECOND    CLASS 0
 KE0565
 KE0565.The horizontal coordinates were scaled from a topographic map and have
 KE0565.an estimated accuracy of +/- 6 seconds.
 KE0565
 KE0565.The orthometric height was determined by differential leveling
 KE0565.and adjusted by the National Geodetic Survey in June 1991..
 KE0565
 KE0565.The geoid height was determined by GEOID03.
 KE0565
 KE0565.The dynamic height is computed by dividing the NAVD 88
 KE0565.geopotential number by the normal gravity value computed on the
 KE0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0565.degrees latitude (g = 980.6199 gals.).
 KE0565
 KE0565.The modeled gravity was interpolated from observed gravity values.
 KE0565
 KE0565;                    North         East    Units  Estimated Accuracy
 KE0565;SPC KS N     -   135,030.      635,980.      MT  (+/- 180 meters Scaled)
 KE0565
 KE0565                          SUPERSEDED SURVEY CONTROL
 KE0565
 KE0565  NGVD 29 (??/??/92)  321.107  (m)         1053.50   (f) ADJ UNCH    2 0
 KE0565
 KE0565.Superseded values are not recommended for survey control.
 KE0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0565.See file dsdata.txt to determine how the superseded data were derived.
 KE0565
 KE0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD061766(NAD 83)
 KE0565_MARKER: DB = BENCH MARK DISK
 KE0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0565_STAMPING: 395+37
 KE0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0565+STABILITY: SURFACE MOTION
 KE0565
 KE0565  HISTORY     - Date     Condition        Report By
 KE0565  HISTORY     - 1935     MONUMENTED       CGS
 KE0565  HISTORY     - 1950     GOOD             NGS
 KE0565
 KE0565                          STATION DESCRIPTION
 KE0565
 KE0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0565'3.1 MI E FROM FARMINGTON.
 KE0565'3.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0565'STATION SIGN AT FARMINGTON, ATCHISON COUNTY, AT MILEPOST 340,
 KE0565'AND 5 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A MISSOURI
 KE0565'PACIFIC RAILROAD STANDARD METAL DISK, STAMPED 395+37 AND SET
 KE0565'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0682 ***********************************************************************
 JF0682  DESIGNATION -  34+00
 JF0682  PID         -  JF0682
 JF0682  STATE/COUNTY-  KS/MCPHERSON
 JF0682  USGS QUAD   -  CANTON (1985)
 JF0682
 JF0682                         *CURRENT SURVEY CONTROL
 JF0682  ___________________________________________________________________
 JF0682* NAD 83(1986)-  38 23 02.     (N)    097 25 45.     (W)     SCALED    
 JF0682* NAVD 88     -       485.955  (meters)    1594.34   (feet)  ADJUSTED  
 JF0682  ___________________________________________________________________
 JF0682  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 JF0682  DYNAMIC HT  -         485.590 (meters)    1593.14  (feet)  COMP
 JF0682  MODELED GRAV-     979,863.4   (mgal)                       NAVD 88
 JF0682
 JF0682  VERT ORDER  -  SECOND    CLASS 0
 JF0682
 JF0682.The horizontal coordinates were scaled from a topographic map and have
 JF0682.an estimated accuracy of +/- 6 seconds.
 JF0682
 JF0682.The orthometric height was determined by differential leveling
 JF0682.and adjusted by the National Geodetic Survey in June 1991..
 JF0682
 JF0682.The geoid height was determined by GEOID03.
 JF0682
 JF0682.The dynamic height is computed by dividing the NAVD 88
 JF0682.geopotential number by the normal gravity value computed on the
 JF0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0682.degrees latitude (g = 980.6199 gals.).
 JF0682
 JF0682.The modeled gravity was interpolated from observed gravity values.
 JF0682
 JF0682;                    North         East    Units  Estimated Accuracy
 JF0682;SPC KS S     -   591,130.      493,560.      MT  (+/- 180 meters Scaled)
 JF0682
 JF0682                          SUPERSEDED SURVEY CONTROL
 JF0682
 JF0682  NGVD 29 (??/??/92)  485.761  (m)         1593.70   (f) ADJ UNCH    2 0
 JF0682
 JF0682.Superseded values are not recommended for survey control.
 JF0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0682.See file dsdata.txt to determine how the superseded data were derived.
 JF0682
 JF0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH371495(NAD 83)
 JF0682_MARKER: B = BOLT
 JF0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0682+STABILITY: SURFACE MOTION
 JF0682
 JF0682  HISTORY     - Date     Condition        Report By
 JF0682  HISTORY     - UNK      MONUMENTED       CGS
 JF0682  HISTORY     - 1934     GOOD             NGS
 JF0682  HISTORY     - 1964     MARK NOT FOUND   LOCENG
 JF0682
 JF0682                          STATION DESCRIPTION
 JF0682
 JF0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0682'IN CANTON.
 JF0682'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO. AT MILE
 JF0682'POST 34.  64 FT. L OR SOUTH OF THE CENTER LINE OF THE TRACK.
 JF0682
 JF0682                          STATION RECOVERY (1964)
 JF0682
 JF0682'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 JF0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0562 ***********************************************************************
 KE0562  DESIGNATION -  345
 KE0562  PID         -  KE0562
 KE0562  STATE/COUNTY-  KS/ATCHISON
 KE0562  USGS QUAD   -  LANCASTER (1979)
 KE0562
 KE0562                         *CURRENT SURVEY CONTROL
 KE0562  ___________________________________________________________________
 KE0562* NAD 83(1986)-  39 31 26.     (N)    095 20 40.     (W)     SCALED    
 KE0562* NAVD 88     -       316.07   (+/-2cm)    1037.0    (feet)  VERTCON   
 KE0562  ___________________________________________________________________
 KE0562  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KE0562
 KE0562  VERT ORDER  -  ? (See Below)
 KE0562
 KE0562.The horizontal coordinates were scaled from a topographic map and have
 KE0562.an estimated accuracy of +/- 6 seconds.
 KE0562
 KE0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE0562.The vertical order pertains to the NGVD 29 superseded value.
 KE0562
 KE0562.The geoid height was determined by GEOID03.
 KE0562
 KE0562;                    North         East    Units  Estimated Accuracy
 KE0562;SPC KS N     -   135,520.      628,300.      MT  (+/- 180 meters Scaled)
 KE0562
 KE0562                          SUPERSEDED SURVEY CONTROL
 KE0562
 KE0562  NGVD 29 (??/??/92)  315.962  (m)         1036.62   (f) ADJ UNCH    ?  
 KE0562
 KE0562.Superseded values are not recommended for survey control.
 KE0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0562.See file dsdata.txt to determine how the superseded data were derived.
 KE0562
 KE0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD984775(NAD 83)
 KE0562_MARKER: DB = BENCH MARK DISK
 KE0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0562_STAMPING: 345 659+37
 KE0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0562+STABILITY: SURFACE MOTION
 KE0562
 KE0562  HISTORY     - Date     Condition        Report By
 KE0562  HISTORY     - UNK      MONUMENTED       MPRR
 KE0562  HISTORY     - 1950     GOOD             NGS
 KE0562
 KE0562                          STATION DESCRIPTION
 KE0562
 KE0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0562'3.1 MI E FROM EFFINGHAM.
 KE0562'3.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0562'STATION AT EFFINGHAM, ATCHISON COUNTY, AT MILEPOST 345, AND 6
 KE0562'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A MISSOURI PACIFIC
 KE0562'RAILROAD STANDARD METAL DISK, STAMPED 345 659+37 AND SET IN THE
 KE0562'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0514 ***********************************************************************
 JF0514  DESIGNATION -  34+737
 JF0514  PID         -  JF0514
 JF0514  STATE/COUNTY-  KS/DICKINSON
 JF0514  USGS QUAD   -  HOPE (1985)
 JF0514
 JF0514                         *CURRENT SURVEY CONTROL
 JF0514  ___________________________________________________________________
 JF0514* NAD 83(1986)-  38 39 22.     (N)    097 03 48.     (W)     SCALED    
 JF0514* NAVD 88     -       424.536  (meters)    1392.83   (feet)  ADJUSTED  
 JF0514  ___________________________________________________________________
 JF0514  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 JF0514  DYNAMIC HT  -         424.230 (meters)    1391.83  (feet)  COMP
 JF0514  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 JF0514
 JF0514  VERT ORDER  -  SECOND    CLASS 0
 JF0514
 JF0514.The horizontal coordinates were scaled from a topographic map and have
 JF0514.an estimated accuracy of +/- 6 seconds.
 JF0514
 JF0514.The orthometric height was determined by differential leveling
 JF0514.and adjusted by the National Geodetic Survey in June 1991..
 JF0514
 JF0514.The geoid height was determined by GEOID03.
 JF0514
 JF0514.The dynamic height is computed by dividing the NAVD 88
 JF0514.geopotential number by the normal gravity value computed on the
 JF0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0514.degrees latitude (g = 980.6199 gals.).
 JF0514
 JF0514.The modeled gravity was interpolated from observed gravity values.
 JF0514
 JF0514;                    North         East    Units  Estimated Accuracy
 JF0514;SPC KS N     -    36,250.      481,530.      MT  (+/- 180 meters Scaled)
 JF0514
 JF0514                          SUPERSEDED SURVEY CONTROL
 JF0514
 JF0514  NGVD 29 (??/??/92)  424.391  (m)         1392.36   (f) ADJ UNCH    2 0
 JF0514
 JF0514.Superseded values are not recommended for survey control.
 JF0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0514.See file dsdata.txt to determine how the superseded data were derived.
 JF0514
 JF0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH685803(NAD 83)
 JF0514_MARKER: B = BOLT
 JF0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0514+STABILITY: SURFACE MOTION
 JF0514
 JF0514  HISTORY     - Date     Condition        Report By
 JF0514  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0514  HISTORY     - 1934     GOOD             NGS
 JF0514
 JF0514                          STATION DESCRIPTION
 JF0514
 JF0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0514'2.5 MI S FROM HOPE.
 JF0514'2.5 MILES SOUTH BY RAIL, LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0514'FE R.R. CO. 737 FT. NORTH OF MILE POST 34.  100 FT. EAST OR RIGHT
 JF0514'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0603 ***********************************************************************
 KE0603  DESIGNATION -  35
 KE0603  PID         -  KE0603
 KE0603  STATE/COUNTY-  KS/DOUGLAS
 KE0603  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0603
 KE0603                         *CURRENT SURVEY CONTROL
 KE0603  ___________________________________________________________________
 KE0603* NAD 83(1986)-  39 01 58.     (N)    095 21 14.     (W)     SCALED    
 KE0603* NAVD 88     -       256.753  (meters)     842.36   (feet)  ADJUSTED  
 KE0603  ___________________________________________________________________
 KE0603  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 KE0603  DYNAMIC HT  -         256.587 (meters)     841.82  (feet)  COMP
 KE0603  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 KE0603
 KE0603  VERT ORDER  -  FIRST     CLASS II
 KE0603
 KE0603.The horizontal coordinates were scaled from a topographic map and have
 KE0603.an estimated accuracy of +/- 6 seconds.
 KE0603
 KE0603.The orthometric height was determined by differential leveling
 KE0603.and adjusted by the National Geodetic Survey in June 1991..
 KE0603
 KE0603.The geoid height was determined by GEOID03.
 KE0603
 KE0603.The dynamic height is computed by dividing the NAVD 88
 KE0603.geopotential number by the normal gravity value computed on the
 KE0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0603.degrees latitude (g = 980.6199 gals.).
 KE0603
 KE0603.The modeled gravity was interpolated from observed gravity values.
 KE0603
 KE0603;                    North         East    Units  Estimated Accuracy
 KE0603;SPC KS N     -    80,990.      629,080.      MT  (+/- 180 meters Scaled)
 KE0603
 KE0603                          SUPERSEDED SURVEY CONTROL
 KE0603
 KE0603  NGVD 29 (??/??/92)  256.674  (m)          842.10   (f) ADJ UNCH    1 2
 KE0603
 KE0603.Superseded values are not recommended for survey control.
 KE0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0603.See file dsdata.txt to determine how the superseded data were derived.
 KE0603
 KE0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD962230(NAD 83)
 KE0603_MARKER: DB = BENCH MARK DISK
 KE0603_SETTING: 0 = UNSPECIFIED SETTING
 KE0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0603
 KE0603  HISTORY     - Date     Condition        Report By
 KE0603  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0603  HISTORY     - 1951     GOOD             NGS
 KE0603  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0603
 KE0603                          STATION DESCRIPTION
 KE0603
 KE0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0603'2.5 MI E FROM LECOMPTON.
 KE0603'2.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0603'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 35 FEET WEST OF
 KE0603'MILEPOST 35, AND 9 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 KE0603'THE TOP OF A VERTICAL SECTION OF RAIL PAINTED WHITE AND PROJECTING
 KE0603'18 INCHES ABOVE GROUND.
 KE0603
 KE0603                          STATION RECOVERY (1986)
 KE0603
 KE0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0320 ***********************************************************************
 HE0320  DESIGNATION -  35
 HE0320  PID         -  HE0320
 HE0320  STATE/COUNTY-  KS/CRAWFORD
 HE0320  USGS QUAD   -  BRAZILTON (1973)
 HE0320
 HE0320                         *CURRENT SURVEY CONTROL
 HE0320  ___________________________________________________________________
 HE0320* NAD 83(1986)-  37 32 38.     (N)    094 54 28.     (W)     SCALED    
 HE0320* NAVD 88     -       290.312  (meters)     952.47   (feet)  ADJUSTED  
 HE0320  ___________________________________________________________________
 HE0320  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HE0320  DYNAMIC HT  -         290.086 (meters)     951.72  (feet)  COMP
 HE0320  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 HE0320
 HE0320  VERT ORDER  -  SECOND    CLASS 0
 HE0320
 HE0320.The horizontal coordinates were scaled from a topographic map and have
 HE0320.an estimated accuracy of +/- 6 seconds.
 HE0320
 HE0320.The orthometric height was determined by differential leveling
 HE0320.and adjusted by the National Geodetic Survey in June 1991..
 HE0320
 HE0320.The geoid height was determined by GEOID03.
 HE0320
 HE0320.The dynamic height is computed by dividing the NAVD 88
 HE0320.geopotential number by the normal gravity value computed on the
 HE0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0320.degrees latitude (g = 980.6199 gals.).
 HE0320
 HE0320.The modeled gravity was interpolated from observed gravity values.
 HE0320
 HE0320;                    North         East    Units  Estimated Accuracy
 HE0320;SPC KS S     -   503,470.      717,370.      MT  (+/- 180 meters Scaled)
 HE0320
 HE0320                          SUPERSEDED SURVEY CONTROL
 HE0320
 HE0320  NGVD 29 (??/??/92)  290.194  (m)          952.08   (f) ADJ UNCH    2 0
 HE0320
 HE0320.Superseded values are not recommended for survey control.
 HE0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0320.See file dsdata.txt to determine how the superseded data were derived.
 HE0320
 HE0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB314569(NAD 83)
 HE0320_MARKER: B = BOLT
 HE0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0320+STABILITY: SURFACE MOTION
 HE0320
 HE0320  HISTORY     - Date     Condition        Report By
 HE0320  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0320  HISTORY     - 1935     GOOD             NGS
 HE0320
 HE0320                          STATION DESCRIPTION
 HE0320
 HE0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0320'3.4 MI SE FROM BRAZILTON.
 HE0320'3.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0320'RAILWAY FROM THE STATION AT BRAZILTON, CRAWFORD COUNTY, AT
 HE0320'MILEPOST 35, 49 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 HE0320'AND 1 FOOT FROM THE FENCE.  AN IRON BOLT, SET IN THE TOP OF A
 HE0320'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0164 ***********************************************************************
 JF0164  DESIGNATION -  35
 JF0164  PID         -  JF0164
 JF0164  STATE/COUNTY-  KS/GREENWOOD
 JF0164  USGS QUAD   -  LAMONT (1967)
 JF0164
 JF0164                         *CURRENT SURVEY CONTROL
 JF0164  ___________________________________________________________________
 JF0164* NAD 83(1986)-  38 02 33.     (N)    096 02 08.     (W)     SCALED    
 JF0164* NAVD 88     -       306.833  (meters)    1006.67   (feet)  ADJUSTED  
 JF0164  ___________________________________________________________________
 JF0164  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JF0164  DYNAMIC HT  -         306.604 (meters)    1005.92  (feet)  COMP
 JF0164  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 JF0164
 JF0164  VERT ORDER  -  FIRST     CLASS II
 JF0164
 JF0164.The horizontal coordinates were scaled from a topographic map and have
 JF0164.an estimated accuracy of +/- 6 seconds.
 JF0164
 JF0164.The orthometric height was determined by differential leveling
 JF0164.and adjusted by the National Geodetic Survey in June 1991..
 JF0164
 JF0164.The geoid height was determined by GEOID03.
 JF0164
 JF0164.The dynamic height is computed by dividing the NAVD 88
 JF0164.geopotential number by the normal gravity value computed on the
 JF0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0164.degrees latitude (g = 980.6199 gals.).
 JF0164
 JF0164.The modeled gravity was interpolated from observed gravity values.
 JF0164
 JF0164;                    North         East    Units  Estimated Accuracy
 JF0164;SPC KS S     -   555,560.      616,300.      MT  (+/- 180 meters Scaled)
 JF0164
 JF0164                          SUPERSEDED SURVEY CONTROL
 JF0164
 JF0164  NGVD 29 (??/??/92)  306.691  (m)         1006.20   (f) ADJ UNCH    1 2
 JF0164
 JF0164.Superseded values are not recommended for survey control.
 JF0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0164.See file dsdata.txt to determine how the superseded data were derived.
 JF0164
 JF0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH601146(NAD 83)
 JF0164_MARKER: B = BOLT
 JF0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0164+STABILITY: SURFACE MOTION
 JF0164
 JF0164  HISTORY     - Date     Condition        Report By
 JF0164  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0164  HISTORY     - 1933     GOOD             NGS
 JF0164
 JF0164                          STATION DESCRIPTION
 JF0164
 JF0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JF0164'1 MI S FROM HILLTOP.
 JF0164'1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0164'FROM THE STATION AT HILLTOP, GREENWOOD COUNTY, 0.9 MILE NORTH
 JF0164'OF MILEPOST 35, 49 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JF0164'MAIN TRACK, AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 JF0164'AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JF0164'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1131 ***********************************************************************
 JF1131  DESIGNATION -  35 01
 JF1131  PID         -  JF1131
 JF1131  STATE/COUNTY-  KS/SALINE
 JF1131  USGS QUAD   -  SALINA SW (1978)
 JF1131
 JF1131                         *CURRENT SURVEY CONTROL
 JF1131  ___________________________________________________________________
 JF1131* NAD 83(1997)-  38 52 26.89028(N)    097 38 44.61258(W)     ADJUSTED  
 JF1131* NAVD 88     -       381.964  (meters)    1253.16   (feet)  ADJUSTED  
 JF1131  ___________________________________________________________________
 JF1131  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 JF1131  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 JF1131  DYNAMIC HT  -         381.708 (meters)    1252.32  (feet)  COMP
 JF1131  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 JF1131
 JF1131  HORZ ORDER  -  SECOND
 JF1131  VERT ORDER  -  SECOND    CLASS 0
 JF1131
 JF1131.The horizontal coordinates were established by classical geodetic methods
 JF1131.and adjusted by the National Geodetic Survey in October 1998..
 JF1131
 JF1131.The orthometric height was determined by differential leveling
 JF1131.and adjusted by the National Geodetic Survey in June 1991..
 JF1131
 JF1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1131
 JF1131.The geoid height was determined by GEOID03.
 JF1131
 JF1131.The dynamic height is computed by dividing the NAVD 88
 JF1131.geopotential number by the normal gravity value computed on the
 JF1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1131.degrees latitude (g = 980.6199 gals.).
 JF1131
 JF1131.The modeled gravity was interpolated from observed gravity values.
 JF1131
 JF1131;                    North         East     Units Scale Factor Converg.
 JF1131;SPC KS N     -    60,094.974   430,743.060   MT  0.99997832   +0 13 27.0
 JF1131;UTM  14      - 4,303,680.956   617,478.810   MT  0.99976995   +0 51 00.2
 JF1131
 JF1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1131!SPC KS N     -   0.99994442  x   0.99997832  =   0.99992275
 JF1131!UTM  14      -   0.99994442  x   0.99976995  =   0.99971439
 JF1131
 JF1131|---------------------------------------------------------------------|
 JF1131| PID    Reference Object                     Distance      Geod. Az  |
 JF1131|                                                           dddmmss.s |
 JF1131| JF1132 35 01 RM 1                            6.735 METERS 01336     |
 JF1131| JF1590 SALINA HIGHWAY PATROL MAST          APPROX.11.0 KM 0153636.0 |
 JF1131| JF1589 SALINA SW BELL MICROWAVE            APPROX. 8.2 KM 0330523.1 |
 JF1131| JF1616 VORTAC SALINA SLN                   APPROX. 1.8 KM 0591204.2 |
 JF1131| JF1596 SALINA EAST MUN TANK                APPROX. 7.1 KM 1280833.3 |
 JF1131| JF1598 SALINA NORTH MUN TANK               APPROX. 4.3 KM 1295552.8 |
 JF1131| JF1600 SALINA RADIO STA KAFM MAST          APPROX. 4.9 KM 1403218.0 |
 JF1131| JF1601 SALINA SACRED HEART CATH CROSS      APPROX. 4.7 KM 1412329.9 |
 JF1131| JF1130 35 01 RM 2                           34.202 METERS 18035     |
 JF1131| JF1607 SALINA TV STA KARD MAST             APPROX. 4.0 KM 2032041.4 |
 JF1131|---------------------------------------------------------------------|
 JF1131
 JF1131                          SUPERSEDED SURVEY CONTROL
 JF1131
 JF1131  NAD 83(1986)-  38 52 26.90098(N)    097 38 44.61337(W) AD(       ) 2
 JF1131  NAD 27      -  38 52 26.89280(N)    097 38 43.48625(W) AD(       ) 2
 JF1131  NGVD 29 (??/??/92)  381.869  (m)         1252.85   (f) ADJ UNCH    2 0
 JF1131
 JF1131.Superseded values are not recommended for survey control.
 JF1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1131.See file dsdata.txt to determine how the superseded data were derived.
 JF1131
 JF1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1747903681(NAD 83)
 JF1131_MARKER: DE = TRAVERSE STATION DISK
 JF1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1131_STAMPING: 35-01 1970
 JF1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1131+STABILITY: SURFACE MOTION
 JF1131
 JF1131  HISTORY     - Date     Condition        Report By
 JF1131  HISTORY     - 1970     MONUMENTED       NGS
 JF1131  HISTORY     - 1970     GOOD             CGS
 JF1131
 JF1131                          STATION DESCRIPTION
 JF1131
 JF1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1131'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF SALINA NEAR THE
 JF1131'SOUTHWEST CORNER OF THE OVERPASS AT THE JUNCTION OF INTERSTATE
 JF1131'HIGHWAY 35 W AND INTERSTATE HIGHWAY 70.
 JF1131'
 JF1131'THE STATION MARK IS A STANDARD TRAVERSE STATION DISK STAMPED
 JF1131'35-01 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JF1131'MONUMENT PROJECTING 3 INCHES.  IT IS 113 FEET NORTH OF A LIGHT
 JF1131'POLE, 31 FEET WEST OF THE APPROXIMATE CENTER OF THE MEDIAN OF
 JF1131'INTERSTATE HIGHWAY 35 W, 22 FEET SOUTH OF THE SOUTH END OF THE
 JF1131'CONCRETE RAIL OF THE SOUTHBOUND LANE BRIDGE AND 5.5 FEET WEST
 JF1131'OF A METAL GUARD RAIL.
 JF1131'
 JF1131'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 35-01 NO 1 1970,
 JF1131'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF THE
 JF1131'SOUTHBOUND LANE OF THE OVERPASS.  IT IS 26 FEET WEST OF THE
 JF1131'APPROXIMATE CENTER OF THE HIGHWAY MEDIAN AND 1.1 FEET WEST OF THE
 JF1131'SOUTH END OF THE CONCRETE RAIL OF THE SOUTHBOUND LANE OF THE
 JF1131'OVERPASS.
 JF1131'
 JF1131'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 35-01 NO 2 1970,
 JF1131'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A 2 X 2
 JF1131'FOOT BASE OF THE ELECTRIC LIGHT POLE.  IT IS 31 FEET WEST OF THE
 JF1131'APPROXIMATE CENTER OF THE HIGHWAY MEDIAN AND 3.2 FEET WEST OF
 JF1131'A CABLE GUARD RAIL.
 JF1131'
 JF1131'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 JF1131'
 JF1131'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE STATION DISK
 JF1131'STAMPED 35-01 1970, SET IN AN IRREGULAR MASS OF CONCRETE 42
 JF1131'INCHES BELOW THE SURFACE OF THE GROUND.
 JF1131'
 JF1131'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 JF1131
 JF1131                          STATION RECOVERY (1970)
 JF1131
 JF1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 JF1131'2.4 MI N FROM SALINA.
 JF1131'ABOUT 2.4 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1131'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, AT
 JF1131'THE SOUTH END OF THE INTERSTATE HIGHWAY 35W OVERPASS FOR
 JF1131'INTERSTATE HIGHWAY 70, 22 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 JF1131'CORNER OF THE OVERPASS, 19 FEET WEST OF THE CENTER LINE OF THE
 JF1131'WEST TRAFFIC LANES OF HIGHWAY I 35W, ON THE WEST SHOULDER OF THE
 JF1131'HIGHWAY, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET
 JF1131'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.  SECTION
 JF1131'34, T 13 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1132 ***********************************************************************
 JF1132  DESIGNATION -  35 01 RM 1
 JF1132  PID         -  JF1132
 JF1132  STATE/COUNTY-  KS/SALINE
 JF1132  USGS QUAD   -  SALINA SW (1978)
 JF1132
 JF1132                         *CURRENT SURVEY CONTROL
 JF1132  ___________________________________________________________________
 JF1132* NAD 83(1986)-  38 52 27.     (N)    097 38 44.     (W)     SCALED    
 JF1132* NAVD 88     -       381.999  (meters)    1253.28   (feet)  ADJUSTED  
 JF1132  ___________________________________________________________________
 JF1132  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 JF1132  DYNAMIC HT  -         381.744 (meters)    1252.44  (feet)  COMP
 JF1132  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 JF1132
 JF1132  VERT ORDER  -  SECOND    CLASS 0
 JF1132
 JF1132.The horizontal coordinates were scaled from a topographic map and have
 JF1132.an estimated accuracy of +/- 6 seconds.
 JF1132
 JF1132.The orthometric height was determined by differential leveling
 JF1132.and adjusted by the National Geodetic Survey in June 1991..
 JF1132
 JF1132.The geoid height was determined by GEOID03.
 JF1132
 JF1132.The dynamic height is computed by dividing the NAVD 88
 JF1132.geopotential number by the normal gravity value computed on the
 JF1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1132.degrees latitude (g = 980.6199 gals.).
 JF1132
 JF1132.The modeled gravity was interpolated from observed gravity values.
 JF1132
 JF1132;                    North         East    Units  Estimated Accuracy
 JF1132;SPC KS N     -    60,100.      430,760.      MT  (+/- 180 meters Scaled)
 JF1132
 JF1132                          SUPERSEDED SURVEY CONTROL
 JF1132
 JF1132  NGVD 29 (??/??/92)  381.905  (m)         1252.97   (f) ADJ UNCH    2 0
 JF1132
 JF1132.Superseded values are not recommended for survey control.
 JF1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1132.See file dsdata.txt to determine how the superseded data were derived.
 JF1132
 JF1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ174036(NAD 83)
 JF1132_MARKER: DR = REFERENCE MARK DISK
 JF1132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1132_SP_SET: ABUTMENT
 JF1132_STAMPING: 35-01 NO 1 1970
 JF1132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1132
 JF1132  HISTORY     - Date     Condition        Report By
 JF1132  HISTORY     - 1970     MONUMENTED       NGS
 JF1132
 JF1132                          STATION DESCRIPTION
 JF1132
 JF1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1132'2.4 MI N FROM SALINA.
 JF1132'ABOUT 2.4 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1132'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, SET
 JF1132'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF
 JF1132'THE INTERSTATE HIGHWAY 35W OVERPASS FOR INTERSTATE HIGHWAY 70,
 JF1132'13 FEET WEST OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF
 JF1132'HIGHWAY I 35W, 22.10 FEET NORTH-NORTHEAST OF THE STATION MARK,
 JF1132'AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 34, T 13 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1130 ***********************************************************************
 JF1130  DESIGNATION -  35 01 RM 2
 JF1130  PID         -  JF1130
 JF1130  STATE/COUNTY-  KS/SALINE
 JF1130  USGS QUAD   -  SALINA SW (1978)
 JF1130
 JF1130                         *CURRENT SURVEY CONTROL
 JF1130  ___________________________________________________________________
 JF1130* NAD 83(1986)-  38 52 27.     (N)    097 38 44.     (W)     SCALED    
 JF1130* NAVD 88     -       381.952  (meters)    1253.12   (feet)  ADJUSTED  
 JF1130  ___________________________________________________________________
 JF1130  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 JF1130  DYNAMIC HT  -         381.697 (meters)    1252.28  (feet)  COMP
 JF1130  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 JF1130
 JF1130  VERT ORDER  -  SECOND    CLASS 0
 JF1130
 JF1130.The horizontal coordinates were scaled from a topographic map and have
 JF1130.an estimated accuracy of +/- 6 seconds.
 JF1130
 JF1130.The orthometric height was determined by differential leveling
 JF1130.and adjusted by the National Geodetic Survey in June 1991..
 JF1130
 JF1130.The geoid height was determined by GEOID03.
 JF1130
 JF1130.The dynamic height is computed by dividing the NAVD 88
 JF1130.geopotential number by the normal gravity value computed on the
 JF1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1130.degrees latitude (g = 980.6199 gals.).
 JF1130
 JF1130.The modeled gravity was interpolated from observed gravity values.
 JF1130
 JF1130;                    North         East    Units  Estimated Accuracy
 JF1130;SPC KS N     -    60,100.      430,760.      MT  (+/- 180 meters Scaled)
 JF1130
 JF1130                          SUPERSEDED SURVEY CONTROL
 JF1130
 JF1130  NGVD 29 (??/??/92)  381.858  (m)         1252.81   (f) ADJ UNCH    2 0
 JF1130
 JF1130.Superseded values are not recommended for survey control.
 JF1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1130.See file dsdata.txt to determine how the superseded data were derived.
 JF1130
 JF1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ174036(NAD 83)
 JF1130_MARKER: DR = REFERENCE MARK DISK
 JF1130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1130_SP_SET: LIGHT POST BASE
 JF1130_STAMPING: 35-01 NO 2 1970
 JF1130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1130
 JF1130  HISTORY     - Date     Condition        Report By
 JF1130  HISTORY     - 1970     MONUMENTED       NGS
 JF1130
 JF1130                          STATION DESCRIPTION
 JF1130
 JF1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1130'2.4 MI N FROM SALINA.
 JF1130'ABOUT 2.4 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1130'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, AT
 JF1130'THE INTERSTATE HIGHWAY 35W OVERPASS FOR INTERSTATE HIGHWAY 70,
 JF1130'SET IN THE TOP OF THE NORTHEAST CORNER OF THE 2-FOOT SQUARE
 JF1130'CONCRETE BASE FOR THE FIRST LIGHT POST SOUTH OF THE OVERPASS,
 JF1130'18 FEET WEST OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE
 JF1130'HIGHWAY, 112.25 FEET SOUTH OF TRIANGULATION STATION 35-01, AND
 JF1130'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SECTION 34,
 JF1130'T 13 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1133 ***********************************************************************
 JF1133  DESIGNATION -  35 02
 JF1133  PID         -  JF1133
 JF1133  STATE/COUNTY-  KS/SALINE
 JF1133  USGS QUAD   -  SALINA SW (1978)
 JF1133
 JF1133                         *CURRENT SURVEY CONTROL
 JF1133  ___________________________________________________________________
 JF1133* NAD 83(1997)-  38 50 21.59526(N)    097 38 43.61547(W)     ADJUSTED  
 JF1133* NAVD 88     -       383.030  (meters)    1256.66   (feet)  ADJUSTED  
 JF1133  ___________________________________________________________________
 JF1133  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 JF1133  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1133  DYNAMIC HT  -         382.773 (meters)    1255.81  (feet)  COMP
 JF1133  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 JF1133
 JF1133  HORZ ORDER  -  SECOND
 JF1133  VERT ORDER  -  SECOND    CLASS 0
 JF1133
 JF1133.The horizontal coordinates were established by classical geodetic methods
 JF1133.and adjusted by the National Geodetic Survey in October 1998..
 JF1133
 JF1133.The orthometric height was determined by differential leveling
 JF1133.and adjusted by the National Geodetic Survey in June 1991..
 JF1133
 JF1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1133
 JF1133.The geoid height was determined by GEOID03.
 JF1133
 JF1133.The dynamic height is computed by dividing the NAVD 88
 JF1133.geopotential number by the normal gravity value computed on the
 JF1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1133.degrees latitude (g = 980.6199 gals.).
 JF1133
 JF1133.The modeled gravity was interpolated from observed gravity values.
 JF1133
 JF1133;                    North         East     Units Scale Factor Converg.
 JF1133;SPC KS N     -    56,231.467   430,782.222   MT  0.99998247   +0 13 27.6
 JF1133;UTM  14      - 4,299,818.919   617,560.136   MT  0.99977018   +0 50 58.5
 JF1133
 JF1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1133!SPC KS N     -   0.99994426  x   0.99998247  =   0.99992673
 JF1133!UTM  14      -   0.99994426  x   0.99977018  =   0.99971446
 JF1133
 JF1133|---------------------------------------------------------------------|
 JF1133| PID    Reference Object                     Distance      Geod. Az  |
 JF1133|                                                           dddmmss.s |
 JF1133| JF1127 35 02 RM 1                            7.561 METERS 06851     |
 JF1133| JF1598 SALINA NORTH MUN TANK               APPROX. 3.4 KM 0704048.0 |
 JF1133| JF1601 SALINA SACRED HEART CATH CROSS      APPROX. 2.9 KM 0860541.9 |
 JF1133| JF1600 SALINA RADIO STA KAFM MAST          APPROX. 3.1 KM 0880714.9 |
 JF1133| JF1596 SALINA EAST MUN TANK                APPROX. 5.6 KM 0952302.9 |
 JF1133| JF1595 KIPP RURAL STANDPIPE                APPROX.12.6 KM 1083253.5 |
 JF1133| JF1602 SALINA SOUTH MUN TANK               APPROX. 3.3 KM 1395556.8 |
 JF1133| JF1597 SALINA MUN SPHEROID TANK            APPROX. 5.8 KM 1421034.5 |
 JF1133| JF1599 SALINA WESTINGHOUSE ELEC STK        APPROX. 9.0 KM 1593159.1 |
 JF1133| JF1605 AIRPORT BCN SALINA MUN APT          APPROX. 5.6 KM 1743930.6 |
 JF1133| JF1606 SALINA MUN APT CONTROL TWR          APPROX. 5.0 KM 1892203.3 |
 JF1133| JF1604 TOTUM                               APPROX. 3.3 KM 2045805.7 |
 JF1133| JF1134 35 02 RM 2                            5.802 METERS 24751     |
 JF1133| JF1607 SALINA TV STA KARD MAST             APPROX. 1.6 KM 2764144.7 |
 JF1133|---------------------------------------------------------------------|
 JF1133
 JF1133                          SUPERSEDED SURVEY CONTROL
 JF1133
 JF1133  NAD 83(1986)-  38 50 21.60553(N)    097 38 43.61634(W) AD(       ) 2
 JF1133  NAD 27      -  38 50 21.59527(N)    097 38 42.49131(W) AD(       ) 2
 JF1133  NGVD 29 (??/??/92)  382.938  (m)         1256.36   (f) ADJ UNCH    2 0
 JF1133
 JF1133.Superseded values are not recommended for survey control.
 JF1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1133.See file dsdata.txt to determine how the superseded data were derived.
 JF1133
 JF1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1756099819(NAD 83)
 JF1133_MARKER: DE = TRAVERSE STATION DISK
 JF1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1133_STAMPING: 35-02 1970
 JF1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1133+STABILITY: SURFACE MOTION
 JF1133
 JF1133  HISTORY     - Date     Condition        Report By
 JF1133  HISTORY     - 1970     MONUMENTED       NGS
 JF1133  HISTORY     - 1970     GOOD             CGS
 JF1133
 JF1133                          STATION DESCRIPTION
 JF1133
 JF1133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1133'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF THE SALINA
 JF1133'MUNICIPAL AIRPORT, 2-1/2 MILES SOUTH OF INTERSTATE HIGHWAY 70
 JF1133'AND IN THE MEDIAN OF INTERSTATE HIGHWAY 35 W.  IN THE NE QUARTER
 JF1133'OF SECTION 15, T 25S, R 3W.
 JF1133'
 JF1133'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAYS
 JF1133'35W AND 70, GO SOUTH ON INTERSTATE 35W FOR 2.45 MILES TO THE
 JF1133'STATION ON THE LEFT.
 JF1133'
 JF1133'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED 35-02 1970.
 JF1133'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF1133'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 JF1133'IT IS 45 FEET WEST OF THE CENTER OF THE NORTH BOUND LANE OF
 JF1133'INTERSTATE 35, 39 FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE
 JF1133'OF THE INTERSTATE, 16 FEET NORTH OF A CONCRETE FACING AND 2.5
 JF1133'FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS
 JF1133'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 42
 JF1133'INCHES BELOW THE GROUND SURFACE.
 JF1133'
 JF1133'REFERENCE MARK 1, A STANDARD DISK STAMPED 35-02 NO 1 1970,
 JF1133'CEMENTED IN A DRILL HOLE IN THE CONCRETE BRIDGE WING-WALL AND
 JF1133'FLUSH WITH THE CONCRETE.  IT IS 20 FEET WEST OF THE CENTER OF THE
 JF1133'NORTH BOUND LANE OF THE HIGHWAY, 24.8 FEET EAST OF THE WITNESS
 JF1133'POST, 2.7 FEET SOUTHEAST OF THE EAST END OF AN IRON GUARD RAIL
 JF1133'AND 0.7 FOOT SOUTH OF THE NORTH END OF THE WING-WALL.
 JF1133'
 JF1133'REFERENCE MARK 2, A STANDARD DISK STAMPED 35-02 NO 2 1970,
 JF1133'CEMENTED IN A DRILL HOLE IN THE CONCRETE BRIDGE WING-WALL AND
 JF1133'FLUSH WITH THE CONCRETE.  IT IS 20 FEET EAST OF THE SOUTH BOUND
 JF1133'LANE OF THE HIGHWAY, 19 FEET WEST OF THE WITNESS POST, 2.5 FEET
 JF1133'SOUTHWEST OF THE WEST END OF THE IRON GUARD RAIL AND 0.7 FOOT
 JF1133'SOUTH OF THE NORTH END OF THE WING-WALL.
 JF1133'
 JF1133'NOTE- STATION TOTUM 1960 MAY SERVE AS AN AZIMUTH MARK.
 JF1133'
 JF1133'HEIGHT OF LIGHT ABOVE STATION MARK 3.8 METERS.
 JF1133
 JF1133                          STATION RECOVERY (1970)
 JF1133
 JF1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 JF1133'1.6 MI W FROM SALINA.
 JF1133'ABOUT 1.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1133'STATION AT SALINA, AT THE NORTH END OF THE INTERSTATE HIGHWAY
 JF1133'35W OVERPASS FOR THE RAILROAD, IN THE MEDIAN AND 12 FEET NORTH
 JF1133'OF THE NORTH EDGE OF THE CONCRETE RAMP BETWEEN THE TWO TRAFFIC
 JF1133'LANES OF THE HIGHWAY, 39 1/2 FEET EAST OF THE CENTER LINE OF THE
 JF1133'EAST TRAFFIC LANES OF THE HIGHWAY, 45 FEET WEST OF THE CENTER OF
 JF1133'THE WEST TRAFFIC LANES OF THE HIGHWAY, 5 FEET SOUTH OF A METAL
 JF1133'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 JF1133'OF A CONCRETE POST PROJECTING 0.2 FOOT.  SECTION 15, T 14 S,
 JF1133'R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1127 ***********************************************************************
 JF1127  DESIGNATION -  35 02 RM 1
 JF1127  PID         -  JF1127
 JF1127  STATE/COUNTY-  KS/SALINE
 JF1127  USGS QUAD   -  SALINA SW (1978)
 JF1127
 JF1127                         *CURRENT SURVEY CONTROL
 JF1127  ___________________________________________________________________
 JF1127* NAD 83(1986)-  38 50 20.     (N)    097 38 42.     (W)     SCALED    
 JF1127* NAVD 88     -       383.161  (meters)    1257.09   (feet)  ADJUSTED  
 JF1127  ___________________________________________________________________
 JF1127  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1127  DYNAMIC HT  -         382.903 (meters)    1256.24  (feet)  COMP
 JF1127  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 JF1127
 JF1127  VERT ORDER  -  SECOND    CLASS 0
 JF1127
 JF1127.The horizontal coordinates were scaled from a topographic map and have
 JF1127.an estimated accuracy of +/- 6 seconds.
 JF1127
 JF1127.The orthometric height was determined by differential leveling
 JF1127.and adjusted by the National Geodetic Survey in June 1991..
 JF1127
 JF1127.The geoid height was determined by GEOID03.
 JF1127
 JF1127.The dynamic height is computed by dividing the NAVD 88
 JF1127.geopotential number by the normal gravity value computed on the
 JF1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1127.degrees latitude (g = 980.6199 gals.).
 JF1127
 JF1127.The modeled gravity was interpolated from observed gravity values.
 JF1127
 JF1127;                    North         East    Units  Estimated Accuracy
 JF1127;SPC KS N     -    56,180.      430,820.      MT  (+/- 180 meters Scaled)
 JF1127
 JF1127                          SUPERSEDED SURVEY CONTROL
 JF1127
 JF1127  NGVD 29 (??/??/92)  383.069  (m)         1256.79   (f) ADJ UNCH    2 0
 JF1127
 JF1127.Superseded values are not recommended for survey control.
 JF1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1127.See file dsdata.txt to determine how the superseded data were derived.
 JF1127
 JF1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH176997(NAD 83)
 JF1127_MARKER: DR = REFERENCE MARK DISK
 JF1127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1127_SP_SET: GUARDRAIL BASE
 JF1127_STAMPING: 35-02 NO 1 1970
 JF1127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1127
 JF1127  HISTORY     - Date     Condition        Report By
 JF1127  HISTORY     - 1970     MONUMENTED       NGS
 JF1127
 JF1127                          STATION DESCRIPTION
 JF1127
 JF1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1127'1.6 MI W FROM SALINA.
 JF1127'ABOUT 1.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1127'STATION AT SALINA, AT THE NORTH END OF THE INTERSTATE HIGHWAY
 JF1127'35W OVERPASS FOR THE RAILROAD, SET IN THE TOP OF THE NORTH END
 JF1127'OF THE CONCRETE BASE FOR THE WEST GUARD RAIL FOR THE EAST
 JF1127'TRAFFIC LANES OF THE OVERPASS, 20 FEET WEST OF THE CENTER LINE
 JF1127'OF THE EAST TRAFFIC LANES OF THE HIGHWAY, 24.80 FEET EAST OF
 JF1127'TRIANGULATION STATION 35-02, AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 JF1127'OF THE HIGHWAY.  SECTION 15, T 14 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1134 ***********************************************************************
 JF1134  DESIGNATION -  35 02 RM 2
 JF1134  PID         -  JF1134
 JF1134  STATE/COUNTY-  KS/SALINE
 JF1134  USGS QUAD   -  SALINA SW (1978)
 JF1134
 JF1134                         *CURRENT SURVEY CONTROL
 JF1134  ___________________________________________________________________
 JF1134* NAD 83(1986)-  38 50 20.     (N)    097 38 43.     (W)     SCALED    
 JF1134* NAVD 88     -       383.151  (meters)    1257.05   (feet)  ADJUSTED  
 JF1134  ___________________________________________________________________
 JF1134  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1134  DYNAMIC HT  -         382.893 (meters)    1256.21  (feet)  COMP
 JF1134  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 JF1134
 JF1134  VERT ORDER  -  SECOND    CLASS 0
 JF1134
 JF1134.The horizontal coordinates were scaled from a topographic map and have
 JF1134.an estimated accuracy of +/- 6 seconds.
 JF1134
 JF1134.The orthometric height was determined by differential leveling
 JF1134.and adjusted by the National Geodetic Survey in June 1991..
 JF1134
 JF1134.The geoid height was determined by GEOID03.
 JF1134
 JF1134.The dynamic height is computed by dividing the NAVD 88
 JF1134.geopotential number by the normal gravity value computed on the
 JF1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1134.degrees latitude (g = 980.6199 gals.).
 JF1134
 JF1134.The modeled gravity was interpolated from observed gravity values.
 JF1134
 JF1134;                    North         East    Units  Estimated Accuracy
 JF1134;SPC KS N     -    56,180.      430,800.      MT  (+/- 180 meters Scaled)
 JF1134
 JF1134                          SUPERSEDED SURVEY CONTROL
 JF1134
 JF1134  NGVD 29 (??/??/92)  383.059  (m)         1256.75   (f) ADJ UNCH    2 0
 JF1134
 JF1134.Superseded values are not recommended for survey control.
 JF1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1134.See file dsdata.txt to determine how the superseded data were derived.
 JF1134
 JF1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH175997(NAD 83)
 JF1134_MARKER: DR = REFERENCE MARK DISK
 JF1134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1134_SP_SET: GUARD RAIL BASE
 JF1134_STAMPING: 35-02 NO 2 1970
 JF1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1134
 JF1134  HISTORY     - Date     Condition        Report By
 JF1134  HISTORY     - 1970     MONUMENTED       NGS
 JF1134
 JF1134                          STATION DESCRIPTION
 JF1134
 JF1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1134'1.6 MI W FROM SALINA.
 JF1134'ABOUT 1.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1134'STATION AT SALINA, AT THE NORTH END OF THE INTERSTATE HIGHWAY
 JF1134'35W OVERPASS FOR THE RAILROAD, SET IN THE TOP OF THE NORTH END
 JF1134'OF THE CONCRETE BASE FOR THE EAST GUARD RAIL FOR THE WEST
 JF1134'TRAFFIC LANES OF THE OVERPASS, 20 1/2 FEET EAST OF THE CENTER
 JF1134'LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY, 19 FEET WEST OF
 JF1134'TRIANGULATION STATION 35-02, AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 JF1134'OF THE HIGHWAY.  SECTION 15, T 14 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1139 ***********************************************************************
 JF1139  DESIGNATION -  35 03
 JF1139  PID         -  JF1139
 JF1139  STATE/COUNTY-  KS/SALINE
 JF1139  USGS QUAD   -  SALINA SW (1978)
 JF1139
 JF1139                         *CURRENT SURVEY CONTROL
 JF1139  ___________________________________________________________________
 JF1139* NAD 83(1997)-  38 48 32.50039(N)    097 37 46.41221(W)     ADJUSTED  
 JF1139* NAVD 88     -       385.711  (meters)    1265.45   (feet)  ADJUSTED  
 JF1139  ___________________________________________________________________
 JF1139  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 JF1139  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 JF1139  DYNAMIC HT  -         385.451 (meters)    1264.60  (feet)  COMP
 JF1139  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 JF1139
 JF1139  HORZ ORDER  -  SECOND
 JF1139  VERT ORDER  -  SECOND    CLASS 0
 JF1139
 JF1139.The horizontal coordinates were established by classical geodetic methods
 JF1139.and adjusted by the National Geodetic Survey in October 1998..
 JF1139
 JF1139.The orthometric height was determined by differential leveling
 JF1139.and adjusted by the National Geodetic Survey in June 1991..
 JF1139
 JF1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1139
 JF1139.The geoid height was determined by GEOID03.
 JF1139
 JF1139.The dynamic height is computed by dividing the NAVD 88
 JF1139.geopotential number by the normal gravity value computed on the
 JF1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1139.degrees latitude (g = 980.6199 gals.).
 JF1139
 JF1139.The modeled gravity was interpolated from observed gravity values.
 JF1139
 JF1139;                    North         East     Units Scale Factor Converg.
 JF1139;SPC KS N     -    52,872.944   432,175.532   MT  0.99998638   +0 14 03.8
 JF1139;UTM  14      - 4,296,476.502   618,989.691   MT  0.99977435   +0 51 32.4
 JF1139
 JF1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1139!SPC KS N     -   0.99994385  x   0.99998638  =   0.99993023
 JF1139!UTM  14      -   0.99994385  x   0.99977435  =   0.99971821
 JF1139
 JF1139:                Primary Azimuth Mark                     Grid Az
 JF1139:SPC KS N     -  SALINA NORTH MUN TANK                    022 11 47.8
 JF1139:UTM  14      -  SALINA NORTH MUN TANK                    021 34 19.2
 JF1139
 JF1139|---------------------------------------------------------------------|
 JF1139| PID    Reference Object                     Distance      Geod. Az  |
 JF1139|                                                           dddmmss.s |
 JF1139| JF1598 SALINA NORTH MUN TANK               APPROX. 4.9 KM 0222551.6 |
 JF1139| JF1601 SALINA SACRED HEART CATH CROSS      APPROX. 3.9 KM 0230923.7 |
 JF1139| JF1600 SALINA RADIO STA KAFM MAST          APPROX. 3.9 KM 0260323.8 |
 JF1139| JF1602 SALINA SOUTH MUN TANK               APPROX. 1.1 KM 0413655.3 |
 JF1139| JF1140 35 03 RM 1                            9.448 METERS 04429     |
 JF1139| JF1596 SALINA EAST MUN TANK                APPROX. 5.1 KM 0555033.4 |
 JF1139| JF1597 SALINA MUN SPHEROID TANK            APPROX. 2.5 KM 1193041.5 |
 JF1139| JF1599 SALINA WESTINGHOUSE ELEC STK        APPROX. 5.4 KM 1604714.7 |
 JF1139| JF1605 AIRPORT BCN SALINA MUN APT          APPROX. 2.3 KM 2014056.3 |
 JF1139| JF1606 SALINA MUN APT CONTROL TWR          APPROX. 2.7 KM 2345334.9 |
 JF1139| JF1138 35 03 RM 2                           10.938 METERS 31756     |
 JF1139| JF1607 SALINA TV STA KARD MAST             APPROX. 4.6 KM 3195534.4 |
 JF1139| JF1137 Z 339                                              3201159.0 |
 JF1139|---------------------------------------------------------------------|
 JF1139
 JF1139                          SUPERSEDED SURVEY CONTROL
 JF1139
 JF1139  NAD 83(1986)-  38 48 32.51050(N)    097 37 46.41304(W) AD(       ) 2
 JF1139  NAD 27      -  38 48 32.49824(N)    097 37 45.29025(W) AD(       ) 2
 JF1139  NGVD 29 (??/??/92)  385.611  (m)         1265.13   (f) ADJ UNCH    2 0
 JF1139
 JF1139.Superseded values are not recommended for survey control.
 JF1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1139.See file dsdata.txt to determine how the superseded data were derived.
 JF1139
 JF1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1899096477(NAD 83)
 JF1139_MARKER: DE = TRAVERSE STATION DISK
 JF1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1139_STAMPING: 35-03 1970
 JF1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1139+STABILITY: SURFACE MOTION
 JF1139
 JF1139  HISTORY     - Date     Condition        Report By
 JF1139  HISTORY     - 1970     MONUMENTED       NGS
 JF1139  HISTORY     - 1970     GOOD             CGS
 JF1139
 JF1139                          STATION DESCRIPTION
 JF1139
 JF1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1139'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF ASSARIA, 2-1/2 MILES
 JF1139'SOUTH OF SALINA, IN THE CENTER MEDIAN OF INTERSTATE 35 W.
 JF1139'IT IS IN THE NORTHWEST QUARTER OF SEC. 26, T 14 S, R 3 W.
 JF1139'
 JF1139'TO REACH THE STATION FROM THE JUNCTION OF CRAWFORD STREET AND
 JF1139'INTERSTATE 35 W, WHICH IS ABOUT 1 MILE WEST OF AND 1 MILE SOUTH
 JF1139'OF THE SALINA BUSINESS DISTRICT, GO SOUTH ON INTERSTATE 35 W
 JF1139'FOR 1.2 MILE TO BM Z 339 (AZIMUTH MARK) ON THE LEFT.  CONTINUE
 JF1139'SOUTH ON INTERSTATE 35 W FOR 0.3 MILE TO THE STATION ON THE LEFT.
 JF1139'
 JF1139'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED 35-03 1970.
 JF1139'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF1139'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 JF1139'IS 56.5 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 JF1139'INTERSTATE 35 W AND 28.0 FEET EAST OF THE CENTERLINE OF THE
 JF1139'SOUTHBOUND LANE OF INTERSTATE 35 W.  THE UNDERGROUND MARK IS SET
 JF1139'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 JF1139'SURFACE.
 JF1139'
 JF1139'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 35-03 NO 1 1970 SET
 JF1139'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 JF1139'FLUSH WITH THE GROUND SURFACE.  IT IS 59.0 FEET EAST OF THE
 JF1139'CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 25.5 FEET WEST
 JF1139'OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY AND IS
 JF1139'ABOUT THE SAME ELEVATION AS THE STATION.
 JF1139'
 JF1139'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 35-03 NO 2 1970
 JF1139'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 JF1139'PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 JF1139'STATION.  IT IS 56.5 FEET WEST OF THE CENTERLINE OF THE
 JF1139'NORTHBOUND LANE OF THE HIGHWAY AND 28.0 FEET EAST OF THE
 JF1139'CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY.
 JF1139'
 JF1139'BM Z 339 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK STAMPED
 JF1139'Z 339 1970 CEMENTED IN A DRILL HOLE IN THE NORTHEAST WINGWALL
 JF1139'OF A BRIDGE ON THE SOUTHBOUND LANE OF INTERSTATE 35 W.  IT IS
 JF1139'65 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE RAILING
 JF1139'OF THE BRIDGE ON THE NORTHBOUND LANE OF THE HIGHWAY AND 19.5
 JF1139'FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE
 JF1139'HIGHWAY.
 JF1139'
 JF1139'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 JF1139
 JF1139                          STATION RECOVERY (1970)
 JF1139
 JF1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 JF1139'2.3 MI S FROM SALINA.
 JF1139'ABOUT 2.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1139'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, 149
 JF1139'YARDS NORTH OF THE NORTH END OF THE HIGHWAY OVERPASS FOR THE
 JF1139'MISSOURI PACIFIC RAILROAD, IN THE MEDIAN BETWEEN THE TWO LANES
 JF1139'OF THE HIGHWAY, 56 1/2 FEET WEST OF THE CENTER LINE OF THE EAST
 JF1139'TRAFFIC LANES OF THE HIGHWAY, 28 FEET EAST OF THE CENTER LINE
 JF1139'OF THE WEST TRAFFIC LANES OF THE HIGHWAY, ABOUT 1 1/2 FEET ABOVE
 JF1139'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JF1139'PROJECTING 0.1 FOOT.  SECTION 26, T 14 S, R3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1140 ***********************************************************************
 JF1140  DESIGNATION -  35 03 RM 1
 JF1140  PID         -  JF1140
 JF1140  STATE/COUNTY-  KS/SALINE
 JF1140  USGS QUAD   -  SALINA SW (1978)
 JF1140
 JF1140                         *CURRENT SURVEY CONTROL
 JF1140  ___________________________________________________________________
 JF1140* NAD 83(1986)-  38 48 32.     (N)    097 37 47.     (W)     SCALED    
 JF1140* NAVD 88     -       385.715  (meters)    1265.47   (feet)  ADJUSTED  
 JF1140  ___________________________________________________________________
 JF1140  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 JF1140  DYNAMIC HT  -         385.455 (meters)    1264.61  (feet)  COMP
 JF1140  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 JF1140
 JF1140  VERT ORDER  -  SECOND    CLASS 0
 JF1140
 JF1140.The horizontal coordinates were scaled from a topographic map and have
 JF1140.an estimated accuracy of +/- 6 seconds.
 JF1140
 JF1140.The orthometric height was determined by differential leveling
 JF1140.and adjusted by the National Geodetic Survey in June 1991..
 JF1140
 JF1140.The geoid height was determined by GEOID03.
 JF1140
 JF1140.The dynamic height is computed by dividing the NAVD 88
 JF1140.geopotential number by the normal gravity value computed on the
 JF1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1140.degrees latitude (g = 980.6199 gals.).
 JF1140
 JF1140.The modeled gravity was interpolated from observed gravity values.
 JF1140
 JF1140;                    North         East    Units  Estimated Accuracy
 JF1140;SPC KS N     -    52,860.      432,160.      MT  (+/- 180 meters Scaled)
 JF1140
 JF1140                          SUPERSEDED SURVEY CONTROL
 JF1140
 JF1140  NGVD 29 (??/??/92)  385.615  (m)         1265.14   (f) ADJ UNCH    2 0
 JF1140
 JF1140.Superseded values are not recommended for survey control.
 JF1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1140.See file dsdata.txt to determine how the superseded data were derived.
 JF1140
 JF1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH189964(NAD 83)
 JF1140_MARKER: DR = REFERENCE MARK DISK
 JF1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1140_STAMPING: 35-03 NO 1 1970
 JF1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1140+STABILITY: SURFACE MOTION
 JF1140
 JF1140  HISTORY     - Date     Condition        Report By
 JF1140  HISTORY     - 1970     MONUMENTED       NGS
 JF1140
 JF1140                          STATION DESCRIPTION
 JF1140
 JF1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1140'2.3 MI S FROM SALINA.
 JF1140'ABOUT 2.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1140'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, 150
 JF1140'YARDS NORTH OF THE NORTH END OF THE HIGHWAY OVERPASS FOR THE
 JF1140'MISSOURI PACIFIC RAILROAD, IN THE MEDIAN BETWEEN THE TWO TRAFFIC
 JF1140'LANES OF THE HIGHWAY, 26 1/2 FEET WEST OF THE CENTER LINE OF THE
 JF1140'EAST TRAFFIC LANES OF THE HIGHWAY, 31 FEET EAST OF TRIANGULATION
 JF1140'STATION 35-03, 46 FEET SOUTHEAST OF 35-03 RM 2, 1 1/2 FEET
 JF1140'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JF1140'POST PROJECTING 0.1 FOOT.  SECTION 26, T 14 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1138 ***********************************************************************
 JF1138  DESIGNATION -  35 03 RM 2
 JF1138  PID         -  JF1138
 JF1138  STATE/COUNTY-  KS/SALINE
 JF1138  USGS QUAD   -  SALINA SW (1978)
 JF1138
 JF1138                         *CURRENT SURVEY CONTROL
 JF1138  ___________________________________________________________________
 JF1138* NAD 83(1986)-  38 48 32.     (N)    097 37 45.     (W)     SCALED    
 JF1138* NAVD 88     -       385.695  (meters)    1265.40   (feet)  ADJUSTED  
 JF1138  ___________________________________________________________________
 JF1138  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 JF1138  DYNAMIC HT  -         385.435 (meters)    1264.55  (feet)  COMP
 JF1138  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 JF1138
 JF1138  VERT ORDER  -  SECOND    CLASS 0
 JF1138
 JF1138.The horizontal coordinates were scaled from a topographic map and have
 JF1138.an estimated accuracy of +/- 6 seconds.
 JF1138
 JF1138.The orthometric height was determined by differential leveling
 JF1138.and adjusted by the National Geodetic Survey in June 1991..
 JF1138
 JF1138.The geoid height was determined by GEOID03.
 JF1138
 JF1138.The dynamic height is computed by dividing the NAVD 88
 JF1138.geopotential number by the normal gravity value computed on the
 JF1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1138.degrees latitude (g = 980.6199 gals.).
 JF1138
 JF1138.The modeled gravity was interpolated from observed gravity values.
 JF1138
 JF1138;                    North         East    Units  Estimated Accuracy
 JF1138;SPC KS N     -    52,860.      432,210.      MT  (+/- 180 meters Scaled)
 JF1138
 JF1138                          SUPERSEDED SURVEY CONTROL
 JF1138
 JF1138  NGVD 29 (??/??/92)  385.596  (m)         1265.08   (f) ADJ UNCH    2 0
 JF1138
 JF1138.Superseded values are not recommended for survey control.
 JF1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1138.See file dsdata.txt to determine how the superseded data were derived.
 JF1138
 JF1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH190964(NAD 83)
 JF1138_MARKER: DR = REFERENCE MARK DISK
 JF1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1138_STAMPING: 35-03 NO 2 1970
 JF1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1138+STABILITY: SURFACE MOTION
 JF1138
 JF1138  HISTORY     - Date     Condition        Report By
 JF1138  HISTORY     - 1970     MONUMENTED       NGS
 JF1138
 JF1138                          STATION DESCRIPTION
 JF1138
 JF1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1138'2.3 MI S FROM SALINA.
 JF1138'ABOUT 2.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1138'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, 161
 JF1138'YARDS NORTH OF THE NORTH END OF THE HIGHWAY OVERPASS FOR THE
 JF1138'MISSOURI PACIFIC RAILROAD, IN THE MEDIAN BETWEEN THE TWO TRAFFIC
 JF1138'LANES OF THE HIGHWAY, 28 FEET EAST OF THE WEST TRAFFIC LANES OF
 JF1138'THE HIGHWAY, 36 FEET NORTH OF TRIANGULATION STATION 35-03, 46
 JF1138'FEET NORTHWEST OF 35-03 RM 1, ABOUT 1 1/2 FEET BELOW THE LEVEL
 JF1138'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JF1138'0.2 FOOT.  SECTION 26, T 14 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1143 ***********************************************************************
 JF1143  DESIGNATION -  35 04
 JF1143  PID         -  JF1143
 JF1143  STATE/COUNTY-  KS/SALINE
 JF1143  USGS QUAD   -  SALINA (1978)
 JF1143
 JF1143                         *CURRENT SURVEY CONTROL
 JF1143  ___________________________________________________________________
 JF1143* NAD 83(1997)-  38 47 00.22408(N)    097 37 01.08431(W)     ADJUSTED  
 JF1143* NAVD 88     -       386.440  (meters)    1267.85   (feet)  ADJUSTED  
 JF1143  ___________________________________________________________________
 JF1143  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 JF1143  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 JF1143  DYNAMIC HT  -         386.179 (meters)    1266.99  (feet)  COMP
 JF1143  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 JF1143
 JF1143  HORZ ORDER  -  SECOND
 JF1143  VERT ORDER  -  SECOND    CLASS 0
 JF1143
 JF1143.The horizontal coordinates were established by classical geodetic methods
 JF1143.and adjusted by the National Geodetic Survey in October 1998..
 JF1143
 JF1143.The orthometric height was determined by differential leveling
 JF1143.and adjusted by the National Geodetic Survey in June 1991..
 JF1143
 JF1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1143
 JF1143.The geoid height was determined by GEOID03.
 JF1143
 JF1143.The dynamic height is computed by dividing the NAVD 88
 JF1143.geopotential number by the normal gravity value computed on the
 JF1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1143.degrees latitude (g = 980.6199 gals.).
 JF1143
 JF1143.The modeled gravity was interpolated from observed gravity values.
 JF1143
 JF1143;                    North         East     Units Scale Factor Converg.
 JF1143;SPC KS N     -    50,032.069   433,281.189   MT  0.99998990   +0 14 32.5
 JF1143;UTM  14      - 4,293,648.444   620,125.997   MT  0.99977769   +0 51 59.1
 JF1143
 JF1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1143!SPC KS N     -   0.99994374  x   0.99998990  =   0.99993364
 JF1143!UTM  14      -   0.99994374  x   0.99977769  =   0.99972144
 JF1143
 JF1143:                Primary Azimuth Mark                     Grid Az
 JF1143:SPC KS N     -  SALINA MUN SPHEROID TANK                 034 16 45.3
 JF1143:UTM  14      -  SALINA MUN SPHEROID TANK                 033 39 18.7
 JF1143
 JF1143|---------------------------------------------------------------------|
 JF1143| PID    Reference Object                     Distance      Geod. Az  |
 JF1143|                                                           dddmmss.s |
 JF1143| JF1597 SALINA MUN SPHEROID TANK            APPROX. 1.9 KM 0343117.8 |
 JF1143| JF1142 35 04 RM 1                           12.160 METERS 07537     |
 JF1143| JF1595 KIPP RURAL STANDPIPE                APPROX. 9.8 KM 0770452.9 |
 JF1143| JF1599 SALINA WESTINGHOUSE ELEC STK        APPROX. 2.3 KM 1631024.4 |
 JF1143| JF1144 35 04 RM 2                           13.739 METERS 27426     |
 JF1143| JF1605 AIRPORT BCN SALINA MUN APT          APPROX. 2.1 KM 2890146.7 |
 JF1143| JF1606 SALINA MUN APT CONTROL TWR          APPROX. 3.5 KM 2914211.4 |
 JF1143| JF1139 35 03                               APPROX. 3.0 KM 3385835.5 |
 JF1143| JF1602 SALINA SOUTH MUN TANK               APPROX. 3.7 KM 3543511.9 |
 JF1143|---------------------------------------------------------------------|
 JF1143
 JF1143                          SUPERSEDED SURVEY CONTROL
 JF1143
 JF1143  NAD 83(1986)-  38 47 00.23422(N)    097 37 01.08512(W) AD(       ) 2
 JF1143  NAD 27      -  38 47 00.22100(N)    097 36 59.96331(W) AD(       ) 2
 JF1143  NGVD 29 (??/??/92)  386.334  (m)         1267.50   (f) ADJ UNCH    2 0
 JF1143
 JF1143.Superseded values are not recommended for survey control.
 JF1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1143.See file dsdata.txt to determine how the superseded data were derived.
 JF1143
 JF1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2012693648(NAD 83)
 JF1143_MARKER: DE = TRAVERSE STATION DISK
 JF1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1143_STAMPING: 35-04 1970
 JF1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1143+STABILITY: SURFACE MOTION
 JF1143
 JF1143  HISTORY     - Date     Condition        Report By
 JF1143  HISTORY     - 1970     MONUMENTED       NGS
 JF1143  HISTORY     - 1970     GOOD             CGS
 JF1143
 JF1143                          STATION DESCRIPTION
 JF1143
 JF1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1143'THE STATION IS ABOUT 4 MILES SOUTH OF THE BUSINESS DISTRICT OF
 JF1143'SALINA, 2 MILES EAST OF THE SALINA MUNICIPAL AIRPORT BEACON,
 JF1143'IN THE NE 1/4 OF SECTION 2, T15S, R3W, AND IN THE MEDIAN OF
 JF1143'INTERSTATE 35 W JUST SOUTH OF THE SOUTH END OF THE OVERPASS
 JF1143'ABOVE SCHILLING ROAD.
 JF1143'
 JF1143'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED 35-04 1970.
 JF1143'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF1143'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 JF1143'IT IS 25 FEET EAST OF THE CENTER LINE OF THE SOUTHBOUND LANES
 JF1143'OF THE HIGHWAY, 3.8 FEET SOUTH OF A METAL WITNESS POST WITH
 JF1143'SIGN, AND 3.6 FEET SOUTH OF AN IRON GUARD-RAIL.  THE UNDERGROUND
 JF1143'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 JF1143'INCHES BELOW THE GROUND SURFACE.
 JF1143'
 JF1143'REFERENCE MARK 1, A STANDARD DISK STAMPED 35-04 NO 1 1970, IS
 JF1143'CEMENTED IN A DRILL-HOLE IN THE SOUTHWEST WING-WALL OF THE
 JF1143'NORTHBOUND LANES OF I 35 W, AND FLUSH WITH THE CONCRETE SURFACE.
 JF1143'IT IS 38.9 FEET EAST OF THE WITNESS POST, AND 20.2 FEET WEST OF
 JF1143'THE CENTER LINE OF THE NORTHBOUND LANES OF I 35 W.
 JF1143'
 JF1143'REFERENCE MARK 2, A STANDARD DISK STAMPED 35-04 NO 2 1970,
 JF1143'IS CEMENTED IN A DRILL-HOLE IN A CONCRETE STORM-DRAIN, AND IS
 JF1143'FLUSH WITH THE CONCRETE SURFACE.  IT IS 45 FEET WEST OF THE
 JF1143'WITNESS POST, 20 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND
 JF1143'LANES OF I 35 W, AND 7 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF
 JF1143'A CONCRETE RAIL.
 JF1143'
 JF1143'NO MEASUREMENT WAS TAKEN BETWEEN THE REFERENCE MARKS BECAUSE
 JF1143'OF HEAVY TRAFFIC.
 JF1143'
 JF1143'TRAVERSE STATION 35-03 WILL SERVE AS THE AZIMUTH MARK.  SEE
 JF1143'DESCRIPTION THEREOF.
 JF1143'
 JF1143'HEIGHT OF LIGHT ABOVE STATION MARK 3.9 METERS.
 JF1143
 JF1143                          STATION RECOVERY (1970)
 JF1143
 JF1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 JF1143'4.3 MI S FROM SALINA.
 JF1143'ABOUT 4.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1143'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, 11.7
 JF1143'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MORE WESTERLY
 JF1143'HIGHWAY OVERPASS FOR SCHILLING ROAD, IN THE MEDIAN BETWEEN THE
 JF1143'TWO TRAFFIC LANES OF THE HIGHWAY, 25 FEET EAST OF THE CENTER LINE OF
 JF1143'THE WEST TRAFFIC LANES OF THE HIGHWAY, 6 1/2 FEET EAST OF THE
 JF1143'SOUTHEAST CORNER OF A 3-FOOT SQUARE CONCRETE CATCH BASIN, 3.7
 JF1143'FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 JF1143'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 JF1143'SECTION 2, T 15S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1142 ***********************************************************************
 JF1142  DESIGNATION -  35 04 RM 1
 JF1142  PID         -  JF1142
 JF1142  STATE/COUNTY-  KS/SALINE
 JF1142  USGS QUAD   -  SALINA (1978)
 JF1142
 JF1142                         *CURRENT SURVEY CONTROL
 JF1142  ___________________________________________________________________
 JF1142* NAD 83(1986)-  38 47 00.     (N)    097 37 00.     (W)     SCALED    
 JF1142* NAVD 88     -       386.220  (meters)    1267.12   (feet)  ADJUSTED  
 JF1142  ___________________________________________________________________
 JF1142  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 JF1142  DYNAMIC HT  -         385.959 (meters)    1266.27  (feet)  COMP
 JF1142  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 JF1142
 JF1142  VERT ORDER  -  FIRST     CLASS II
 JF1142
 JF1142.The horizontal coordinates were scaled from a topographic map and have
 JF1142.an estimated accuracy of +/- 6 seconds.
 JF1142
 JF1142.The orthometric height was determined by differential leveling
 JF1142.and adjusted by the National Geodetic Survey in June 1991..
 JF1142
 JF1142.The geoid height was determined by GEOID03.
 JF1142
 JF1142.The dynamic height is computed by dividing the NAVD 88
 JF1142.geopotential number by the normal gravity value computed on the
 JF1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1142.degrees latitude (g = 980.6199 gals.).
 JF1142
 JF1142.The modeled gravity was interpolated from observed gravity values.
 JF1142
 JF1142;                    North         East    Units  Estimated Accuracy
 JF1142;SPC KS N     -    50,030.      433,310.      MT  (+/- 180 meters Scaled)
 JF1142
 JF1142                          SUPERSEDED SURVEY CONTROL
 JF1142
 JF1142  NGVD 29 (??/??/92)  386.113  (m)         1266.77   (f) ADJ UNCH    1 2
 JF1142
 JF1142.Superseded values are not recommended for survey control.
 JF1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1142.See file dsdata.txt to determine how the superseded data were derived.
 JF1142
 JF1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH201936(NAD 83)
 JF1142_MARKER: DR = REFERENCE MARK DISK
 JF1142_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF1142_SP_SET: BRIDGE ABUTMENT
 JF1142_STAMPING: 35-04 NO 1 1970
 JF1142_MARK LOGO: CGS   
 JF1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF1142+STABILITY: POSITION/ELEVATION WELL
 JF1142
 JF1142  HISTORY     - Date     Condition        Report By
 JF1142  HISTORY     - 1970     MONUMENTED       NGS
 JF1142  HISTORY     - 1986     GOOD             NGS
 JF1142
 JF1142                          STATION DESCRIPTION
 JF1142
 JF1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1142'4.3 MI S FROM SALINA.
 JF1142'ABOUT 4.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1142'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, SET
 JF1142'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF
 JF1142'THE MORE EASTERLY HIGHWAY OVERPASS FOR SCHILLING ROAD, 20 FEET
 JF1142'WEST OF THE CENTER LINE OF THE EAST TRAFFIC LANES OF THE HIGHWAY,
 JF1142'39.80 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION 35-04, AND
 JF1142'ABOUT LEVEL WITH THE HIGHWAY.  SECTION 2, T 15 S, R 3 W.
 JF1142
 JF1142                          STATION RECOVERY (1986)
 JF1142
 JF1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1144 ***********************************************************************
 JF1144  DESIGNATION -  35 04 RM 2
 JF1144  PID         -  JF1144
 JF1144  STATE/COUNTY-  KS/SALINE
 JF1144  USGS QUAD   -  SALINA (1978)
 JF1144
 JF1144                         *CURRENT SURVEY CONTROL
 JF1144  ___________________________________________________________________
 JF1144* NAD 83(1986)-  38 47 00.     (N)    097 37 00.     (W)     SCALED    
 JF1144* NAVD 88     -       386.149  (meters)    1266.89   (feet)  ADJUSTED  
 JF1144  ___________________________________________________________________
 JF1144  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 JF1144  DYNAMIC HT  -         385.888 (meters)    1266.03  (feet)  COMP
 JF1144  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 JF1144
 JF1144  VERT ORDER  -  SECOND    CLASS 0
 JF1144
 JF1144.The horizontal coordinates were scaled from a topographic map and have
 JF1144.an estimated accuracy of +/- 6 seconds.
 JF1144
 JF1144.The orthometric height was determined by differential leveling
 JF1144.and adjusted by the National Geodetic Survey in June 1991..
 JF1144
 JF1144.The geoid height was determined by GEOID03.
 JF1144
 JF1144.The dynamic height is computed by dividing the NAVD 88
 JF1144.geopotential number by the normal gravity value computed on the
 JF1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1144.degrees latitude (g = 980.6199 gals.).
 JF1144
 JF1144.The modeled gravity was interpolated from observed gravity values.
 JF1144
 JF1144;                    North         East    Units  Estimated Accuracy
 JF1144;SPC KS N     -    50,030.      433,310.      MT  (+/- 180 meters Scaled)
 JF1144
 JF1144                          SUPERSEDED SURVEY CONTROL
 JF1144
 JF1144  NGVD 29 (??/??/92)  386.043  (m)         1266.54   (f) ADJ UNCH    2 0
 JF1144
 JF1144.Superseded values are not recommended for survey control.
 JF1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1144.See file dsdata.txt to determine how the superseded data were derived.
 JF1144
 JF1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH201936(NAD 83)
 JF1144_MARKER: DR = REFERENCE MARK DISK
 JF1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1144_SP_SET: CATCH BASIN
 JF1144_STAMPING: 35-04 NO 2 1970
 JF1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1144
 JF1144  HISTORY     - Date     Condition        Report By
 JF1144  HISTORY     - 1970     MONUMENTED       NGS
 JF1144
 JF1144                          STATION DESCRIPTION
 JF1144
 JF1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1144'4.3 MI S FROM SALINA.
 JF1144'ABOUT 4.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1144'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, 7 FEET
 JF1144'SOUTHEAST OF THE SOUTHWEST CORNER OF THE MORE WESTERLY HIGHWAY
 JF1144'OVERPASS FOR SCHILLING ROAD, SET IN THE TOP OF THE NORTHEAST
 JF1144'CORNER OF A 3-FOOT SQUARE CONCRETE CATCH BASIN, 80 1/2 FEET WEST
 JF1144'OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY,
 JF1144'45.10 FEET WEST AND ACROSS THE WEST TRAFFIC LANES OF THE HIGHWAY
 JF1144'FROM TRIANGULATION STATION 35-04, AND ABOUT 1/2 FOOT BELOW
 JF1144'THE LEVEL OF THE HIGHWAY.  SECTION 2, T 15S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1148 ***********************************************************************
 JF1148  DESIGNATION -  35 05
 JF1148  PID         -  JF1148
 JF1148  STATE/COUNTY-  KS/SALINE
 JF1148  USGS QUAD   -  ASSARIA (1978)
 JF1148
 JF1148                         *CURRENT SURVEY CONTROL
 JF1148  ___________________________________________________________________
 JF1148* NAD 83(1997)-  38 44 23.28408(N)    097 37 05.62629(W)     ADJUSTED  
 JF1148* NAVD 88     -       390.573  (meters)    1281.40   (feet)  ADJUSTED  
 JF1148  ___________________________________________________________________
 JF1148  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 JF1148  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 JF1148  DYNAMIC HT  -         390.307 (meters)    1280.53  (feet)  COMP
 JF1148  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JF1148
 JF1148  HORZ ORDER  -  SECOND
 JF1148  VERT ORDER  -  SECOND    CLASS 0
 JF1148
 JF1148.The horizontal coordinates were established by classical geodetic methods
 JF1148.and adjusted by the National Geodetic Survey in October 1998..
 JF1148
 JF1148.The orthometric height was determined by differential leveling
 JF1148.and adjusted by the National Geodetic Survey in June 1991..
 JF1148
 JF1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1148
 JF1148.The geoid height was determined by GEOID03.
 JF1148
 JF1148.The dynamic height is computed by dividing the NAVD 88
 JF1148.geopotential number by the normal gravity value computed on the
 JF1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1148.degrees latitude (g = 980.6199 gals.).
 JF1148
 JF1148.The modeled gravity was interpolated from observed gravity values.
 JF1148
 JF1148;                    North         East     Units Scale Factor Converg.
 JF1148;SPC KS N     -    45,192.223   433,191.968   MT  0.99999635   +0 14 29.6
 JF1148;UTM  14      - 4,288,808.956   620,089.468   MT  0.99977759   +0 51 53.3
 JF1148
 JF1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1148!SPC KS N     -   0.99994310  x   0.99999635  =   0.99993945
 JF1148!UTM  14      -   0.99994310  x   0.99977759  =   0.99972070
 JF1148
 JF1148:                Primary Azimuth Mark                     Grid Az
 JF1148:SPC KS N     -  E 339                                    000 14 16.0
 JF1148:UTM  14      -  E 339                                    359 36 52.3
 JF1148
 JF1148|---------------------------------------------------------------------|
 JF1148| PID    Reference Object                     Distance      Geod. Az  |
 JF1148|                                                           dddmmss.s |
 JF1148| JF1146 E 339                                              0002845.6 |
 JF1148| JF1599 SALINA WESTINGHOUSE ELEC STK        APPROX. 2.7 KM 0164448.7 |
 JF1148| JF1595 KIPP RURAL STANDPIPE                APPROX.11.9 KM 0535321.7 |
 JF1148| JF1147 35 05 RM 1                           11.662 METERS 07431     |
 JF1148| JF1149 35 05 RM 2                           14.293 METERS 27330     |
 JF1148| JF1605 AIRPORT BCN SALINA MUN APT          APPROX. 5.8 KM 3412843.3 |
 JF1148| JF1602 SALINA SOUTH MUN TANK               APPROX. 8.5 KM 3582325.7 |
 JF1148|---------------------------------------------------------------------|
 JF1148
 JF1148                          SUPERSEDED SURVEY CONTROL
 JF1148
 JF1148  NAD 83(1986)-  38 44 23.29426(N)    097 37 05.62710(W) AD(       ) 2
 JF1148  NAD 27      -  38 44 23.27895(N)    097 37 04.50340(W) AD(       ) 2
 JF1148  NGVD 29 (??/??/92)  390.464  (m)         1281.05   (f) ADJ UNCH    2 0
 JF1148
 JF1148.Superseded values are not recommended for survey control.
 JF1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1148.See file dsdata.txt to determine how the superseded data were derived.
 JF1148
 JF1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2008988809(NAD 83)
 JF1148_MARKER: DE = TRAVERSE STATION DISK
 JF1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1148_STAMPING: 35-05 1970
 JF1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1148+STABILITY: SURFACE MOTION
 JF1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1148+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 JF1148
 JF1148  HISTORY     - Date     Condition        Report By
 JF1148  HISTORY     - 1970     MONUMENTED       NGS
 JF1148  HISTORY     - 1970     GOOD             CGS
 JF1148  HISTORY     - 20010925 GOOD             KSDT
 JF1148
 JF1148                          STATION DESCRIPTION
 JF1148
 JF1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1148'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF SALINA, 4 MILES
 JF1148'NORTH-NORTHWEST OF ASSARIA, AT THE SOUTH END OF AN OVERPASS AND
 JF1148'IN THE MEDIAN OF INTERSTATE HIGHWAY 35 W.
 JF1148'
 JF1148'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 JF1148'W AND CRAWFORD STREET AT THE WEST EDGE OF SALINA, GO SOUTH ON
 JF1148'INTERSTATE HIGHWAY 35 W FOR 5.5 MILES TO AN OVERPASS AND BM E
 JF1148'339 (AZIMUTH MARK) ON THE LEFT, CONTINUE SOUTH ON INTERSTATE
 JF1148'HIGHWAY 35 W FOR 1.0 MILE TO WHERE INTERSTATE HIGHWAY 35 W
 JF1148'CROSSES OVER MENTOR ROAD AND THE STATION ON THE LEFT AS
 JF1148'DESCRIBED.
 JF1148'
 JF1148'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 35-05 1970,
 JF1148'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF1148'PROJECTING 1 INCH.  IT IS 27.0 FEET EAST OF THE CENTERLINE OF THE
 JF1148'SOUTHBOUND LANE OF THE HIGHWAY, 12.8 FEET SOUTHEAST OF THE
 JF1148'SOUTHEAST CORNER OF THE SOUTHBOUND LANE BRIDGE, 3.9 FEET SOUTH
 JF1148'OF A METAL WITNESS POST AND 3.7 FEET SOUTH OF AN EAST-WEST
 JF1148'METAL GUARD RAIL.
 JF1148'
 JF1148'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 35-05 NO 1 1970,
 JF1148'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CONCRETE ABUTMENT OF
 JF1148'THE NORTHBOUND LANE BRIDGE.  IT IS 37.1 FEET EAST-NORTHEAST OF
 JF1148'THE WITNESS POST, 20.0 FEET WEST OF THE CENTERLINE OF THE
 JF1148'NORTHBOUND LANE OF THE HIGHWAY AND 1.1 FEET WEST OF THE CONCRETE
 JF1148'RAIL OF THE BRIDGE.
 JF1148'
 JF1148'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 35-05 NO 2 1970,
 JF1148'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 JF1148'FRAME FOR A STORM DRAIN.  IT IS 47.0 FEET WEST OF THE WITNESS
 JF1148'POST, 19.7 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE
 JF1148'OF THE HIGHWAY, 7.4 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 JF1148'CORNER OF THE CONCRETE RAIL OF THE SOUTHBOUND LANE BRIDGE AND
 JF1148'2.6 FEET EAST OF A NORTH-SOUTH METAL GUARD RAIL.
 JF1148'
 JF1148'BM E 339 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK STAMPED
 JF1148'E 339 1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JF1148'MONUMENT PROJECTING 3 INCHES.  IT IS SET IN THE HIGHWAY MEDIAN,
 JF1148'37.2 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANE, 9.0 FEET
 JF1148'SOUTHEAST OF THE NORTH ONE OF 2 CONCRETE COLUMNS SUPPORTING THE
 JF1148'CENTER OF THE OVERPASS, 7.0 FEET NORTHEAST OF THE SOUTH COLUMN,
 JF1148'1.4 FEET SOUTH OF A METAL WITNESS POST AND 1.0 FOOT WEST OF A
 JF1148'NORTH-SOUTH METAL GUARD RAIL.
 JF1148'
 JF1148'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK STAMPED
 JF1148'35-05 1970, SET IN A IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 JF1148'THE SURFACE OF THE GROUND.
 JF1148'
 JF1148'HEIGHT OF LIGHT ABOVE STATION MARK 3.5 METERS.
 JF1148
 JF1148                          STATION RECOVERY (1970)
 JF1148
 JF1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 JF1148'7.3 MI S FROM SALINA.
 JF1148'ABOUT 7.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1148'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, IN
 JF1148'THE MEDIAN BETWEEN THE TWO LANES OF THE HIGHWAY, 12.8 FEET
 JF1148'SOUTHEAST OF THE SOUTHEAST CORNER OF THE MORE WESTERLY HIGHWAY
 JF1148'OVERPASS FOR MENTOR ROAD, 27 FEET EAST OF THE CENTER LINE OF THE
 JF1148'WEST TRAFFIC LANES OF THE HIGHWAY, 8.4 FEET EAST OF THE SOUTHEAST
 JF1148'CORNER OF A 3-FOOT SQUARE CONCRETE CATCH BASIN, 3.8 FEET SOUTH
 JF1148'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 JF1148'IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.  SECTION 23,
 JF1148'T 15 S, R 3 W.
 JF1148
 JF1148                          STATION RECOVERY (2001)
 JF1148
 JF1148'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2001 (LDM)
 JF1148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1147 ***********************************************************************
 JF1147  DESIGNATION -  35 05 RM 1
 JF1147  PID         -  JF1147
 JF1147  STATE/COUNTY-  KS/SALINE
 JF1147  USGS QUAD   -  ASSARIA (1978)
 JF1147
 JF1147                         *CURRENT SURVEY CONTROL
 JF1147  ___________________________________________________________________
 JF1147* NAD 83(1986)-  38 44 24.     (N)    097 37 06.     (W)     SCALED    
 JF1147* NAVD 88     -       390.488  (meters)    1281.13   (feet)  ADJUSTED  
 JF1147  ___________________________________________________________________
 JF1147  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 JF1147  DYNAMIC HT  -         390.223 (meters)    1280.26  (feet)  COMP
 JF1147  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JF1147
 JF1147  VERT ORDER  -  FIRST     CLASS II
 JF1147
 JF1147.The horizontal coordinates were scaled from a topographic map and have
 JF1147.an estimated accuracy of +/- 6 seconds.
 JF1147
 JF1147.The orthometric height was determined by differential leveling
 JF1147.and adjusted by the National Geodetic Survey in June 1991..
 JF1147
 JF1147.The geoid height was determined by GEOID03.
 JF1147
 JF1147.The dynamic height is computed by dividing the NAVD 88
 JF1147.geopotential number by the normal gravity value computed on the
 JF1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1147.degrees latitude (g = 980.6199 gals.).
 JF1147
 JF1147.The modeled gravity was interpolated from observed gravity values.
 JF1147
 JF1147;                    North         East    Units  Estimated Accuracy
 JF1147;SPC KS N     -    45,210.      433,180.      MT  (+/- 180 meters Scaled)
 JF1147
 JF1147                          SUPERSEDED SURVEY CONTROL
 JF1147
 JF1147  NGVD 29 (??/??/92)  390.380  (m)         1280.77   (f) ADJ UNCH    1 2
 JF1147
 JF1147.Superseded values are not recommended for survey control.
 JF1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1147.See file dsdata.txt to determine how the superseded data were derived.
 JF1147
 JF1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH200888(NAD 83)
 JF1147_MARKER: DR = REFERENCE MARK DISK
 JF1147_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF1147_SP_SET: BRIDGE ABUTMENT
 JF1147_STAMPING: 35-05 NO 1 1970
 JF1147_MARK LOGO: CGS   
 JF1147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF1147+STABILITY: POSITION/ELEVATION WELL
 JF1147
 JF1147  HISTORY     - Date     Condition        Report By
 JF1147  HISTORY     - 1970     MONUMENTED       NGS
 JF1147  HISTORY     - 1986     GOOD             NGS
 JF1147
 JF1147                          STATION DESCRIPTION
 JF1147
 JF1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1147'7.3 MI S FROM SALINA.
 JF1147'ABOUT 7.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1147'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, SET
 JF1147'IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT OF THE MORE
 JF1147'EASTERLY HIGHWAY OVERPASS FOR MENTOR ROAD, 20 FEET WEST OF THE
 JF1147'CENTER LINE OF THE EAST TRAFFIC LANES OF THE HIGHWAY, 38.30
 JF1147'FEET EAST-NORTHEAST OF TRIANGULATION STATION 35-05, AND ABOUT
 JF1147'LEVEL WITH THE HIGHWAY.  SECTION 23, T 15S, R 3 W.
 JF1147
 JF1147                          STATION RECOVERY (1986)
 JF1147
 JF1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1149 ***********************************************************************
 JF1149  DESIGNATION -  35 05 RM 2
 JF1149  PID         -  JF1149
 JF1149  STATE/COUNTY-  KS/SALINE
 JF1149  USGS QUAD   -  ASSARIA (1978)
 JF1149
 JF1149                         *CURRENT SURVEY CONTROL
 JF1149  ___________________________________________________________________
 JF1149* NAD 83(1986)-  38 44 23.     (N)    097 37 06.     (W)     SCALED    
 JF1149* NAVD 88     -       390.481  (meters)    1281.10   (feet)  ADJUSTED  
 JF1149  ___________________________________________________________________
 JF1149  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 JF1149  DYNAMIC HT  -         390.216 (meters)    1280.23  (feet)  COMP
 JF1149  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 JF1149
 JF1149  VERT ORDER  -  SECOND    CLASS 0
 JF1149
 JF1149.The horizontal coordinates were scaled from a topographic map and have
 JF1149.an estimated accuracy of +/- 6 seconds.
 JF1149
 JF1149.The orthometric height was determined by differential leveling
 JF1149.and adjusted by the National Geodetic Survey in June 1991..
 JF1149
 JF1149.The geoid height was determined by GEOID03.
 JF1149
 JF1149.The dynamic height is computed by dividing the NAVD 88
 JF1149.geopotential number by the normal gravity value computed on the
 JF1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1149.degrees latitude (g = 980.6199 gals.).
 JF1149
 JF1149.The modeled gravity was interpolated from observed gravity values.
 JF1149
 JF1149;                    North         East    Units  Estimated Accuracy
 JF1149;SPC KS N     -    45,180.      433,180.      MT  (+/- 180 meters Scaled)
 JF1149
 JF1149                          SUPERSEDED SURVEY CONTROL
 JF1149
 JF1149  NGVD 29 (??/??/92)  390.373  (m)         1280.75   (f) ADJ UNCH    2 0
 JF1149
 JF1149.Superseded values are not recommended for survey control.
 JF1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1149.See file dsdata.txt to determine how the superseded data were derived.
 JF1149
 JF1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH200888(NAD 83)
 JF1149_MARKER: DR = REFERENCE MARK DISK
 JF1149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1149_SP_SET: CATCH BASIN
 JF1149_STAMPING: 35-05 NO 2 1970
 JF1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1149
 JF1149  HISTORY     - Date     Condition        Report By
 JF1149  HISTORY     - 1970     MONUMENTED       NGS
 JF1149
 JF1149                          STATION DESCRIPTION
 JF1149
 JF1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1149'7.3 MI S FROM SALINA.
 JF1149'ABOUT 7.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1149'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, 7.6
 JF1149'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE MORE WESTERLY
 JF1149'HIGHWAY OVERPASS FOR MENTOR ROAD, SET IN THE TOP OF THE NORTHEAST
 JF1149'CORNER OF A 3-FOOT SQUARE CONCRETE CATCH BASIN, 20 FEET WEST
 JF1149'OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY,
 JF1149'46.90 FEET WEST AND ACROSS THE WEST TRAFFIC LANES OF THE HIGHWAY
 JF1149'FROM TRIANGULATION STATION 35-05, AND ABOUT LEVEL WITH THE HIGHWAY.
 JF1149'SECTION 23, T 15 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1152 ***********************************************************************
 JF1152  DESIGNATION -  35 06
 JF1152  PID         -  JF1152
 JF1152  STATE/COUNTY-  KS/SALINE
 JF1152  USGS QUAD   -  ASSARIA (1978)
 JF1152
 JF1152                         *CURRENT SURVEY CONTROL
 JF1152  ___________________________________________________________________
 JF1152* NAD 83(1997)-  38 42 38.21741(N)    097 37 18.83762(W)     ADJUSTED  
 JF1152* NAVD 88     -       401.310  (meters)    1316.63   (feet)  ADJUSTED  
 JF1152  ___________________________________________________________________
 JF1152  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 JF1152  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 JF1152  DYNAMIC HT  -         401.035 (meters)    1315.73  (feet)  COMP
 JF1152  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 JF1152
 JF1152  HORZ ORDER  -  SECOND
 JF1152  VERT ORDER  -  FIRST     CLASS II
 JF1152
 JF1152.The horizontal coordinates were established by classical geodetic methods
 JF1152.and adjusted by the National Geodetic Survey in October 1998..
 JF1152
 JF1152.The orthometric height was determined by differential leveling
 JF1152.and adjusted by the National Geodetic Survey in June 1991..
 JF1152
 JF1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1152
 JF1152.The geoid height was determined by GEOID03.
 JF1152
 JF1152.The dynamic height is computed by dividing the NAVD 88
 JF1152.geopotential number by the normal gravity value computed on the
 JF1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1152.degrees latitude (g = 980.6199 gals.).
 JF1152
 JF1152.The modeled gravity was interpolated from observed gravity values.
 JF1152
 JF1152;                    North         East     Units Scale Factor Converg.
 JF1152;SPC KS N     -    41,951.062   432,886.435   MT  1.00000098   +0 14 21.2
 JF1152;UTM  14      - 4,285,565.383   619,819.254   MT  0.99977679   +0 51 43.0
 JF1152
 JF1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1152!SPC KS N     -   0.99994142  x   1.00000098  =   0.99994240
 JF1152!UTM  14      -   0.99994142  x   0.99977679  =   0.99971822
 JF1152
 JF1152:                Primary Azimuth Mark                     Grid Az
 JF1152:SPC KS N     -  35 05                                    005 23 06.6
 JF1152:UTM  14      -  35 05                                    004 45 44.8
 JF1152
 JF1152|---------------------------------------------------------------------|
 JF1152| PID    Reference Object                     Distance      Geod. Az  |
 JF1152|                                                           dddmmss.s |
 JF1152| JF1148 35 05                               APPROX. 3.3 KM 0053727.8 |
 JF1152| JF1599 SALINA WESTINGHOUSE ELEC STK        APPROX. 6.0 KM 0104115.8 |
 JF1152| JF1595 KIPP RURAL STANDPIPE                APPROX.14.3 KM 0440600.0 |
 JF1152| JF1151 35 06 RM 1                            6.398 METERS 07625     |
 JF1152| JF1617 ASSARIA MUN WATER TOWER             APPROX. 3.9 KM 1582544.2 |
 JF1152| JF1153 35 06 RM 2                            5.897 METERS 18358     |
 JF1152| JF1606 SALINA MUN APT CONTROL TWR          APPROX. 9.8 KM 3430457.0 |
 JF1152| JF1605 AIRPORT BCN SALINA MUN APT          APPROX. 8.9 KM 3500544.4 |
 JF1152|---------------------------------------------------------------------|
 JF1152
 JF1152                          SUPERSEDED SURVEY CONTROL
 JF1152
 JF1152  NAD 83(1986)-  38 42 38.22763(N)    097 37 18.83847(W) AD(       ) 2
 JF1152  NAD 27      -  38 42 38.21082(N)    097 37 17.71245(W) AD(       ) 2
 JF1152  NGVD 29 (??/??/92)  401.200  (m)         1316.27   (f) ADJ UNCH    1 2
 JF1152
 JF1152.Superseded values are not recommended for survey control.
 JF1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1152.See file dsdata.txt to determine how the superseded data were derived.
 JF1152
 JF1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1981985565(NAD 83)
 JF1152_MARKER: DE = TRAVERSE STATION DISK
 JF1152_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JF1152_SP_SET: BRIDGE DECK
 JF1152_STAMPING: 35-06 1970
 JF1152_MARK LOGO: CGS   
 JF1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1152+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2005
 JF1152
 JF1152  HISTORY     - Date     Condition        Report By
 JF1152  HISTORY     - 1970     MONUMENTED       NGS
 JF1152  HISTORY     - 1970     GOOD             CGS
 JF1152  HISTORY     - 1983     GOOD             DMA
 JF1152  HISTORY     - 1986     GOOD             NGS
 JF1152  HISTORY     - 20050303 GOOD             USGS
 JF1152
 JF1152                          STATION DESCRIPTION
 JF1152
 JF1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1152'THE STATION IS LOCATED 11.8 MILES SOUTH ALONG INTERSTATE 35 W
 JF1152'FROM THE JUNCTION OF INTERSTATE 70, 2 MILES NORTH AND 1 MILE
 JF1152'WEST OF THE BUSINESS DISTRICT OF ASSARIA.  IT IS AT THE
 JF1152'APPROXIMATE CENTER OF A CONCRETE OVERPASS THAT IS OVER INTERSTATE
 JF1152'35.  THE STATION IS IN THE NE 1/4 SECTION 35, T15S, R3W.
 JF1152'
 JF1152'TO REACH THE STATION FROM THE POST OFFICE IN MENTOR, GO WEST ON
 JF1152'SURFACED ROAD FOR 0.5 MILE TO JUNCTION OF STATE HIGHWAY 104.
 JF1152'TURN LEFT ON HIGHWAY 104 AND GO FOR 2.1 MILES TO THE END OF THE
 JF1152'HIGHWAY AT A CROSSROAD.  TURN RIGHT ON GRAVEL ROAD FOR 0.4 MILE
 JF1152'TO THE OVERPASS AND STATION.
 JF1152'
 JF1152'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 35-06 1970.
 JF1152'THE DISK IS CEMENTED IN A DRILL-HOLE IN THE CONCRETE OVERPASS,
 JF1152'AND IS FLUSH WITH THE CONCRETE SURFACE.  IT IS 108.6 FEET EAST OF
 JF1152'THE WEST END OF THE CONCRETE OVERPASS FLOOR, 108.4 FEET WEST OF
 JF1152'THE EAST END OF THE CONCRETE OVERPASS FLOOR, 22.0 FEET NORTH
 JF1152'OF THE SOUTH EDGE OF THE CONCRETE RAIL, AND 8.4 FEET SOUTH OF
 JF1152'THE NORTH EDGE OF THE CONCRETE RAIL.
 JF1152'
 JF1152'REFERENCE MARK 1, A STANDARD DISK STAMPED 35-06 NO 1 1970, IS
 JF1152'CEMENTED IN A DRILL-HOLE IN THE CONCRETE OVERPASS, AND IS FLUSH
 JF1152'WITH THE SURFACE.  IT IS 87.8 FEET WEST OF THE EAST END OF THE
 JF1152'CONCRETE OVERPASS FLOOR, 26.8 FEET NORTH OF THE SOUTH EDGE OF
 JF1152'THE CONCRETE RAIL, AND 3.6 FEET SOUTH OF THE NORTH EDGE OF THE
 JF1152'CONCRETE RAIL.
 JF1152'
 JF1152'REFERENCE MARK 2, A STANDARD DISK STAMPED 35-06 NO 2 1970, IS
 JF1152'CEMENTED IN A DRILL-HOLE IN THE CONCRETE OVERPASS, AND IS FLUSH
 JF1152'WITH THE CONCRETE SURFACE.  IT IS 107 FEET EAST OF THE WEST END
 JF1152'OF THE CONCRETE OVERPASS FLOOR, 27.8 FEET SOUTH OF THE NORTH
 JF1152'EDGE OF THE CONCRETE RAIL, AND 2.7 FEET NORTH OF THE SOUTH EDGE
 JF1152'OF THE CONCRETE RAIL.
 JF1152'
 JF1152'TRAVERSE STATION 35-05 WILL SERVE AS AN AZIMUTH MARK.  SEE
 JF1152'DESCRIPTION THEREOF.
 JF1152'
 JF1152'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 JF1152
 JF1152                          STATION RECOVERY (1970)
 JF1152
 JF1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 JF1152'9.3 MI S FROM SALINA.
 JF1152'ABOUT 9.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1152'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, SET
 JF1152'IN THE TOP OF THE CONCRETE FLOOR FOR ROAD OVERPASS NUMBER 7.02
 JF1152'FOR THE HIGHWAY, ALMOST DIRECTLY ABOVE THE CENTER OF THE MEDIAN
 JF1152'BETWEEN THE TWO LANES OF THE HIGHWAY, 108.4 FEET EAST OF THE
 JF1152'WEST END OF THE OVERPASS, 7.1 FEET SOUTH OF THE SOUTH FACE OF
 JF1152'THE NORTH CONCRETE GUARD RAIL, AND ABOUT 20 FEET ABOVE THE
 JF1152'HIGHWAY.  SECTION 26, T 15 S, R 3 W.
 JF1152
 JF1152                          STATION RECOVERY (1983)
 JF1152
 JF1152'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (JCH)
 JF1152'35-06 1970 RECOVERED GOOD (SLIGHTLY MARRED FROM SNOW REMOVAL).
 JF1152'
 JF1152'35-06 NO 1 1970 RM 1 RECOVERED GOOD.
 JF1152'
 JF1152'35-06 NO 2 1970 RM 2 RECOVERED GOOD.
 JF1152'
 JF1152'35-05 1970 AZIMUTH MARK RECOVERED GOOD (RECOVERED PREVIOUSLY).
 JF1152'
 JF1152'THE STATION MARK, BOTH RMS, AND THE AZIMUTH MARK WERE RECOVERED IN
 JF1152'GOOD CONDITION.  NO CHECKS WERE MADE AT THIS TIME.  THE ORIGINAL
 JF1152'DESCRIPTION IS STILL ADEQUATE.
 JF1152'
 JF1152'35-05 WAS RECOVERED PREVIOUSLY AND A SEPARATE RECOVERY NOTE WAS
 JF1152'FILED.
 JF1152'
 JF1152'DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MI. SOUTH/SOUTHEAST
 JF1152'OF SALINA, KANSAS.
 JF1152
 JF1152                          STATION RECOVERY (1986)
 JF1152
 JF1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1152'RECOVERED IN GOOD CONDITION.
 JF1152
 JF1152                          STATION RECOVERY (2005)
 JF1152
 JF1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (SES)
 JF1152'MARK FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1151 ***********************************************************************
 JF1151  DESIGNATION -  35 06 RM 1
 JF1151  PID         -  JF1151
 JF1151  STATE/COUNTY-  KS/SALINE
 JF1151  USGS QUAD   -  ASSARIA (1978)
 JF1151
 JF1151                         *CURRENT SURVEY CONTROL
 JF1151  ___________________________________________________________________
 JF1151* NAD 83(1986)-  38 42 39.     (N)    097 37 08.     (W)     SCALED    
 JF1151* NAVD 88     -       401.271  (meters)    1316.50   (feet)  ADJUSTED  
 JF1151  ___________________________________________________________________
 JF1151  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 JF1151  DYNAMIC HT  -         400.995 (meters)    1315.60  (feet)  COMP
 JF1151  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 JF1151
 JF1151  VERT ORDER  -  SECOND    CLASS 0
 JF1151
 JF1151.The horizontal coordinates were scaled from a topographic map and have
 JF1151.an estimated accuracy of +/- 6 seconds.
 JF1151
 JF1151.The orthometric height was determined by differential leveling
 JF1151.and adjusted by the National Geodetic Survey in June 1991..
 JF1151
 JF1151.The geoid height was determined by GEOID03.
 JF1151
 JF1151.The dynamic height is computed by dividing the NAVD 88
 JF1151.geopotential number by the normal gravity value computed on the
 JF1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1151.degrees latitude (g = 980.6199 gals.).
 JF1151
 JF1151.The modeled gravity was interpolated from observed gravity values.
 JF1151
 JF1151;                    North         East    Units  Estimated Accuracy
 JF1151;SPC KS N     -    41,980.      433,150.      MT  (+/- 180 meters Scaled)
 JF1151
 JF1151                          SUPERSEDED SURVEY CONTROL
 JF1151
 JF1151  NGVD 29 (??/??/92)  401.160  (m)         1316.14   (f) ADJ UNCH    2 0
 JF1151
 JF1151.Superseded values are not recommended for survey control.
 JF1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1151.See file dsdata.txt to determine how the superseded data were derived.
 JF1151
 JF1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH200855(NAD 83)
 JF1151_MARKER: DR = REFERENCE MARK DISK
 JF1151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1151_SP_SET: FLOOR
 JF1151_STAMPING: 35-06 NO 1 1970
 JF1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1151
 JF1151  HISTORY     - Date     Condition        Report By
 JF1151  HISTORY     - 1970     MONUMENTED       NGS
 JF1151
 JF1151                          STATION DESCRIPTION
 JF1151
 JF1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1151'9.3 MI S FROM SALINA.
 JF1151'ABOUT 9.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1151'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, SET
 JF1151'IN THE TOP OF THE CONCRETE FLOOR FOR ROAD OVERPASS NUMBER 7.02
 JF1151'FOR THE HIGHWAY, ABOUT 21 FEET WEST OF A POINT ABOVE THE
 JF1151'APPROXIMATE CENTER LINE OF THE EAST TRAFFIC LANES OF THE HIGHWAY,
 JF1151'21 FEET NORTHEAST OF TRIANGULATION STATION 35-06, 2.1 FEET SOUTH
 JF1151'OF THE SOUTH FACE OF THE NORTH CONCRETE GUARD RAIL OF THE
 JF1151'OVERPASS, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION
 JF1151'26, T 15 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1153 ***********************************************************************
 JF1153  DESIGNATION -  35 06 RM 2
 JF1153  PID         -  JF1153
 JF1153  STATE/COUNTY-  KS/SALINE
 JF1153  USGS QUAD   -  ASSARIA (1978)
 JF1153
 JF1153                         *CURRENT SURVEY CONTROL
 JF1153  ___________________________________________________________________
 JF1153* NAD 83(1986)-  38 42 39.     (N)    097 37 08.     (W)     SCALED    
 JF1153* NAVD 88     -       401.273  (meters)    1316.51   (feet)  ADJUSTED  
 JF1153  ___________________________________________________________________
 JF1153  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 JF1153  DYNAMIC HT  -         400.998 (meters)    1315.61  (feet)  COMP
 JF1153  MODELED GRAV-     979,930.1   (mgal)                       NAVD 88
 JF1153
 JF1153  VERT ORDER  -  SECOND    CLASS 0
 JF1153
 JF1153.The horizontal coordinates were scaled from a topographic map and have
 JF1153.an estimated accuracy of +/- 6 seconds.
 JF1153
 JF1153.The orthometric height was determined by differential leveling
 JF1153.and adjusted by the National Geodetic Survey in June 1991..
 JF1153
 JF1153.The geoid height was determined by GEOID03.
 JF1153
 JF1153.The dynamic height is computed by dividing the NAVD 88
 JF1153.geopotential number by the normal gravity value computed on the
 JF1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1153.degrees latitude (g = 980.6199 gals.).
 JF1153
 JF1153.The modeled gravity was interpolated from observed gravity values.
 JF1153
 JF1153;                    North         East    Units  Estimated Accuracy
 JF1153;SPC KS N     -    41,980.      433,150.      MT  (+/- 180 meters Scaled)
 JF1153
 JF1153                          SUPERSEDED SURVEY CONTROL
 JF1153
 JF1153  NGVD 29 (??/??/92)  401.163  (m)         1316.15   (f) ADJ UNCH    2 0
 JF1153
 JF1153.Superseded values are not recommended for survey control.
 JF1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1153.See file dsdata.txt to determine how the superseded data were derived.
 JF1153
 JF1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH200855(NAD 83)
 JF1153_MARKER: DR = REFERENCE MARK DISK
 JF1153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1153_SP_SET: FLOOR
 JF1153_STAMPING: 35-06 NO 2 1970
 JF1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1153
 JF1153  HISTORY     - Date     Condition        Report By
 JF1153  HISTORY     - 1970     MONUMENTED       NGS
 JF1153
 JF1153                          STATION DESCRIPTION
 JF1153
 JF1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1153'9.3 MI S FROM SALINA.
 JF1153'ABOUT 9.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1153'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, SET
 JF1153'IN THE TOP OF THE CONCRETE FLOOR FOR ROAD OVERPASS NUMBER 7.02
 JF1153'FOR THE HIGHWAY, DIRECTLY OVER THE CENTER PIER OF THE OVERPASS,
 JF1153'107 FEET EAST OF THE WEST END OF THE OVERPASS, 1.5 FEET NORTH
 JF1153'OF THE NORTH FACE OF THE SOUTH CONCRETE GUARD RAIL, 19.35 FEET
 JF1153'SOUTH OF TRIANGULATION STATION 35-06, AND ABOUT 20 FEET ABOVE
 JF1153'THE HIGHWAY.  SECTION 26, T 15 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1158 ***********************************************************************
 JF1158  DESIGNATION -  35 07
 JF1158  PID         -  JF1158
 JF1158  STATE/COUNTY-  KS/SALINE
 JF1158  USGS QUAD   -  ASSARIA (1978)
 JF1158
 JF1158                         *CURRENT SURVEY CONTROL
 JF1158  ___________________________________________________________________
 JF1158* NAD 83(1997)-  38 39 09.13787(N)    097 37 19.49115(W)     ADJUSTED  
 JF1158* NAVD 88     -       403.727  (meters)    1324.56   (feet)  ADJUSTED  
 JF1158  ___________________________________________________________________
 JF1158  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 JF1158  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF1158  DYNAMIC HT  -         403.446 (meters)    1323.64  (feet)  COMP
 JF1158  MODELED GRAV-     979,920.4   (mgal)                       NAVD 88
 JF1158
 JF1158  HORZ ORDER  -  SECOND
 JF1158  VERT ORDER  -  SECOND    CLASS 0
 JF1158
 JF1158.The horizontal coordinates were established by classical geodetic methods
 JF1158.and adjusted by the National Geodetic Survey in October 1998..
 JF1158
 JF1158.The orthometric height was determined by differential leveling
 JF1158.and adjusted by the National Geodetic Survey in June 1991..
 JF1158
 JF1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1158
 JF1158.The geoid height was determined by GEOID03.
 JF1158
 JF1158.The dynamic height is computed by dividing the NAVD 88
 JF1158.geopotential number by the normal gravity value computed on the
 JF1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1158.degrees latitude (g = 980.6199 gals.).
 JF1158
 JF1158.The modeled gravity was interpolated from observed gravity values.
 JF1158
 JF1158;                    North         East     Units Scale Factor Converg.
 JF1158;SPC KS N     -    35,503.848   432,897.552   MT  1.00001097   +0 14 20.8
 JF1158;UTM  14      - 4,279,120.147   619,900.361   MT  0.99977703   +0 51 38.7
 JF1158
 JF1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1158!SPC KS N     -   0.99994104  x   1.00001097  =   0.99995201
 JF1158!UTM  14      -   0.99994104  x   0.99977703  =   0.99971809
 JF1158
 JF1158|---------------------------------------------------------------------|
 JF1158| PID    Reference Object                     Distance      Geod. Az  |
 JF1158|                                                           dddmmss.s |
 JF1158| JF1157 35 07 RM 1                            9.124 METERS 00044     |
 JF1158| JF1599 SALINA WESTINGHOUSE ELEC STK        APPROX.12.3 KM 0051207.9 |
 JF1158| JF1617 ASSARIA MUN WATER TOWER             APPROX. 3.2 KM 0273617.2 |
 JF1158| JF1165 35 08                               APPROX. 3.5 KM 1790347.2 |
 JF1158| CL3709 35 07 RM 2                           10.465 METERS 17915     |
 JF1158|---------------------------------------------------------------------|
 JF1158
 JF1158                          SUPERSEDED SURVEY CONTROL
 JF1158
 JF1158  NAD 83(1986)-  38 39 09.14810(N)    097 37 19.49214(W) AD(       ) 2
 JF1158  NAD 27      -  38 39 09.12911(N)    097 37 18.36205(W) AD(       ) 2
 JF1158  NGVD 29 (??/??/92)  403.608  (m)         1324.17   (f) ADJ UNCH    2 0
 JF1158
 JF1158.Superseded values are not recommended for survey control.
 JF1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1158.See file dsdata.txt to determine how the superseded data were derived.
 JF1158
 JF1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1990079120(NAD 83)
 JF1158_MARKER: DE = TRAVERSE STATION DISK
 JF1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1158_STAMPING: 35-07 1970
 JF1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1158+STABILITY: SURFACE MOTION
 JF1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1158+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 JF1158
 JF1158  HISTORY     - Date     Condition        Report By
 JF1158  HISTORY     - 1970     MONUMENTED       NGS
 JF1158  HISTORY     - 1970     GOOD             CGS
 JF1158  HISTORY     - 20010925 GOOD             KSDT
 JF1158
 JF1158                          STATION DESCRIPTION
 JF1158
 JF1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1158'THE STATION IS ABOUT 12 MILES SOUTH OF SALINA, 5-1/2 MILES
 JF1158'NORTHEAST OF LINDSBORG, 2 MILES SOUTH-SOUTHWEST OF ASSARIA, AND
 JF1158'ON THE WEST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 35 W.
 JF1158'
 JF1158'TO REACH THE STATION FROM THE JUNCTION OF I 35 W AND STATE
 JF1158'HIGHWAY 4 ABOUT 3 MILES NORTHEAST OF LINDSBORG, GO NORTH ON I 35
 JF1158'W FOR 2.0 MILES TO THE STATION ON THE LEFT.
 JF1158'
 JF1158'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED 35-07 1970.
 JF1158'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF1158'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  THE
 JF1158'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 JF1158'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.  THE STATION IS
 JF1158'105 FEET WEST OF THE CENTER-LINE OF THE SOUTHBOUND LANES OF I 35
 JF1158'W, 2.5 FEET EAST OF A BARBED-WIRE FENCE, AND 2.5 FEET EAST OF A
 JF1158'METAL WITNESS POST WITH SIGN.  THE STATION IS LOCATED IN THE
 JF1158'NE 1/4 SECTION 23, T16S, R3W.
 JF1158'
 JF1158'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 35-07 NO 1 1970,
 JF1158'AND IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF1158'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 30.3 FEET NORTH OF
 JF1158'THE WITNESS POST AND 3.3 FEET EAST OF THE FENCE.
 JF1158'
 JF1158'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 35-07 NO 2 1970, AND
 JF1158'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JF1158'IS FLUSH WITH THE GROUND SURFACE.  IT IS 34.5 FEET SOUTH OF THE
 JF1158'WITNESS POST AND 3 FEET EAST OF THE FENCE.
 JF1158'
 JF1158'TRAVERSE STATION 35-08 WILL SERVE AS THE AZIMUTH FOR THIS STATION
 JF1158'(SEE DESCRIPTION THEREOF).
 JF1158'
 JF1158'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 JF1158
 JF1158                          STATION RECOVERY (1970)
 JF1158
 JF1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 JF1158'13.3 MI S FROM SALINA.
 JF1158'ABOUT 13.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1158'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA,
 JF1158'ABOUT 1.0 MILE SOUTH OF HIGHWAY UNDERPASS NUMBER 4.02 FOR A ROAD,
 JF1158'ON THE TOP OF A 20-FOOT CUT FOR THE HIGHWAY, APPROXIMATELY 35
 JF1158'YARDS WEST OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE
 JF1158'HIGHWAY, 1 FOOT SOUTH OF THE CENTER LINE OF AN OLD SECTION LINE
 JF1158'ROAD, 2 1/2 FEET EAST OF A FENCE, 2.5 FEET EAST OF A METAL
 JF1158'WITNESS POST, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 JF1158'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.  SECTION 23,
 JF1158'T 16 S, R 3 W.
 JF1158
 JF1158                          STATION RECOVERY (2001)
 JF1158
 JF1158'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2001 (LDM)
 JF1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1157 ***********************************************************************
 JF1157  DESIGNATION -  35 07 RM 1
 JF1157  PID         -  JF1157
 JF1157  STATE/COUNTY-  KS/SALINE
 JF1157  USGS QUAD   -  ASSARIA (1978)
 JF1157
 JF1157                         *CURRENT SURVEY CONTROL
 JF1157  ___________________________________________________________________
 JF1157* NAD 83(1986)-  38 39 08.     (N)    097 37 16.     (W)     SCALED    
 JF1157* NAVD 88     -       403.566  (meters)    1324.03   (feet)  ADJUSTED  
 JF1157  ___________________________________________________________________
 JF1157  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF1157  DYNAMIC HT  -         403.286 (meters)    1323.11  (feet)  COMP
 JF1157  MODELED GRAV-     979,920.3   (mgal)                       NAVD 88
 JF1157
 JF1157  VERT ORDER  -  SECOND    CLASS 0
 JF1157
 JF1157.The horizontal coordinates were scaled from a topographic map and have
 JF1157.an estimated accuracy of +/- 6 seconds.
 JF1157
 JF1157.The orthometric height was determined by differential leveling
 JF1157.and adjusted by the National Geodetic Survey in June 1991..
 JF1157
 JF1157.The geoid height was determined by GEOID03.
 JF1157
 JF1157.The dynamic height is computed by dividing the NAVD 88
 JF1157.geopotential number by the normal gravity value computed on the
 JF1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1157.degrees latitude (g = 980.6199 gals.).
 JF1157
 JF1157.The modeled gravity was interpolated from observed gravity values.
 JF1157
 JF1157;                    North         East    Units  Estimated Accuracy
 JF1157;SPC KS N     -    35,470.      432,980.      MT  (+/- 180 meters Scaled)
 JF1157
 JF1157                          SUPERSEDED SURVEY CONTROL
 JF1157
 JF1157  NGVD 29 (??/??/92)  403.447  (m)         1323.64   (f) ADJ UNCH    2 0
 JF1157
 JF1157.Superseded values are not recommended for survey control.
 JF1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1157.See file dsdata.txt to determine how the superseded data were derived.
 JF1157
 JF1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH199790(NAD 83)
 JF1157_MARKER: DR = REFERENCE MARK DISK
 JF1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1157_STAMPING: 35-07 NO 1 1970
 JF1157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1157+STABILITY: SURFACE MOTION
 JF1157
 JF1157  HISTORY     - Date     Condition        Report By
 JF1157  HISTORY     - 1970     MONUMENTED       NGS
 JF1157
 JF1157                          STATION DESCRIPTION
 JF1157
 JF1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1157'13.3 MI S FROM SALINA.
 JF1157'ABOUT 13.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1157'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, ABOUT
 JF1157'1.0 MILE SOUTH OF HIGHWAY UNDERPASS NUMBER 4.02 FOR A ROAD, ON
 JF1157'THE TOP OF A 20-FOOT CUT FOR THE HIGHWAY, APPROXIMATELY 35 YARDS
 JF1157'WEST OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY,
 JF1157'29.95 FEET NORTH OF TRIANGULATION STATION 35-07, 3 1/2 FEET EAST
 JF1157'OF A FENCE, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 JF1157'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.  SECTION
 JF1157'23, T 16 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1165 ***********************************************************************
 JF1165  DESIGNATION -  35 08
 JF1165  PID         -  JF1165
 JF1165  STATE/COUNTY-  KS/SALINE
 JF1165  USGS QUAD   -  LINDSBORG SE (1979)
 JF1165
 JF1165                         *CURRENT SURVEY CONTROL
 JF1165  ___________________________________________________________________
 JF1165* NAD 83(1997)-  38 37 15.14051(N)    097 37 17.11481(W)     ADJUSTED  
 JF1165* NAVD 88     -       406.878  (meters)    1334.90   (feet)  ADJUSTED  
 JF1165  ___________________________________________________________________
 JF1165  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 JF1165  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF1165  DYNAMIC HT  -         406.593 (meters)    1333.96  (feet)  COMP
 JF1165  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 JF1165
 JF1165  HORZ ORDER  -  SECOND
 JF1165  VERT ORDER  -  SECOND    CLASS 0
 JF1165
 JF1165.The horizontal coordinates were established by classical geodetic methods
 JF1165.and adjusted by the National Geodetic Survey in October 1998..
 JF1165
 JF1165.The orthometric height was determined by differential leveling
 JF1165.and adjusted by the National Geodetic Survey in June 1991..
 JF1165
 JF1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1165
 JF1165.The geoid height was determined by GEOID03.
 JF1165
 JF1165.The dynamic height is computed by dividing the NAVD 88
 JF1165.geopotential number by the normal gravity value computed on the
 JF1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1165.degrees latitude (g = 980.6199 gals.).
 JF1165
 JF1165.The modeled gravity was interpolated from observed gravity values.
 JF1165
 JF1165;                    North         East     Units Scale Factor Converg.
 JF1165;SPC KS N     -    31,988.881   432,969.708   MT  1.00001684   +0 14 22.3
 JF1165;UTM  14      - 4,275,607.000   620,010.603   MT  0.99977736   +0 51 38.0
 JF1165
 JF1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1165!SPC KS N     -   0.99994055  x   1.00001684  =   0.99995739
 JF1165!UTM  14      -   0.99994055  x   0.99977736  =   0.99971792
 JF1165
 JF1165:                Primary Azimuth Mark                     Grid Az
 JF1165:SPC KS N     -  ASSARIA MUN WATER TOWER                  012 17 58.4
 JF1165:UTM  14      -  ASSARIA MUN WATER TOWER                  011 40 42.7
 JF1165
 JF1165|---------------------------------------------------------------------|
 JF1165| PID    Reference Object                     Distance      Geod. Az  |
 JF1165|                                                           dddmmss.s |
 JF1165| JF1617 ASSARIA MUN WATER TOWER             APPROX. 6.5 KM 0123220.7 |
 JF1165| JF1168 L 339                                              1801814.8 |
 JF1165| JF1622 LINDSBORG BETHANY LUTH CHURCH       APPROX. 6.8 KM 2241209.6 |
 JF1165| JF1620 LINDSBORG MUN TANK                  APPROX. 6.6 KM 2264501.8 |
 JF1165| JF1167 35 08 RM 2                           23.989 METERS 29425     |
 JF1165| JF1164 35 08 RM 1                            8.431 METERS 29434     |
 JF1165|---------------------------------------------------------------------|
 JF1165
 JF1165                          SUPERSEDED SURVEY CONTROL
 JF1165
 JF1165  NAD 83(1986)-  38 37 15.15074(N)    097 37 17.11588(W) AD(       ) 2
 JF1165  NAD 27      -  38 37 15.13074(N)    097 37 15.98351(W) AD(       ) 2
 JF1165  NGVD 29 (??/??/92)  406.754  (m)         1334.49   (f) ADJ UNCH    2 0
 JF1165
 JF1165.Superseded values are not recommended for survey control.
 JF1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1165.See file dsdata.txt to determine how the superseded data were derived.
 JF1165
 JF1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2001175607(NAD 83)
 JF1165_MARKER: DE = TRAVERSE STATION DISK
 JF1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1165_STAMPING: 35-08 1970
 JF1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1165+STABILITY: SURFACE MOTION
 JF1165
 JF1165  HISTORY     - Date     Condition        Report By
 JF1165  HISTORY     - 1970     MONUMENTED       NGS
 JF1165  HISTORY     - 1970     GOOD             CGS
 JF1165
 JF1165                          STATION DESCRIPTION
 JF1165
 JF1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1165'STATION IS LOCATED ABOUT 4.0 MILES NORTHEAST OF LINDSBORG AT THE
 JF1165'SOUTH END OF AN OVERPASS ABOVE THE UNION PACIFIC RAILROAD AND
 JF1165'STATE HIGHWAY 4 AND ON THE HIGHEST POINT OF THE MEDIAN OF THE
 JF1165'HIGHWAY.  IT IS IN THE NORTHWEST QUARTER OF SECTION 35 T 16 S
 JF1165'R 3 W.
 JF1165'
 JF1165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4, U.S.
 JF1165'HIGHWAY 81 AND BUSINESS LOOP 35 AT LINDSBORG, GO NORTHEAST ON THE
 JF1165'HIGHWAYS FOR 4.6 MILES TO THE JUNCTION OF I 35 W, TURN RIGHT AND
 JF1165'GO SOUTH ON THE SOUTHBOUND APPROACH TO THE HIGHWAY FOR 0.05 MILE
 JF1165'TO THE STATION ON THE LEFT.
 JF1165'
 JF1165'STATION MARKS ARE STANDARD TRAVERSE STATION MARK DISKS, STAMPED
 JF1165'35-08 1970.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 JF1165'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS ABOUT 1.0 INCH
 JF1165'ABOVE THE GROUND SURFACE.  IT IS 45.0 FEET EAST OF THE CENTERLINE
 JF1165'OF THE SOUTH BOUND LANE OF I 35 W, 39.0 FEET WEST OF THE
 JF1165'CENTERLINE OF THE NORTH BOUND LANE OF TRAFFIC AND 6.5 FEET SOUTH
 JF1165'OF A WITNESS POST.
 JF1165'
 JF1165'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35-08 NO 1 1970,
 JF1165'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF A BRIDGE OF
 JF1165'THE SOUTH BOUND LANE OF THE HIGHWAY.  IT IS 64.0 FEET WEST OF THE
 JF1165'CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY, 25.5 FEET
 JF1165'WEST-NORTHWEST OF THE WITNESS POST AND 17.0 FEET EAST OF THE
 JF1165'CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY.
 JF1165'
 JF1165'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35-08 NO 2 1970,
 JF1165'CEMENTED IN A DRILL HOLE IN THE WEST GUARD RAIL OF A BRIDGE ON
 JF1165'THE SOUTHBOUND LANE OF THE HIGHWAY.  IT IS 79.0 FEET
 JF1165'WEST-NORTHWEST OF THE WITNESS POST AND 34.0 FEET WEST OF THE
 JF1165'CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY.
 JF1165'
 JF1165'BM L 339 IS A STANDARD BENCH MARK DISK, STAMPED L 339 1970,
 JF1165'CEMENTED IN A DRILL HOLE IN THE NORTHEAST WING WALL OF A
 JF1165'BRIDGE ON THE SOUTHBOUND LANE OF THE HIGHWAY.  IT IS 128.0 FEET
 JF1165'NORTH OF THE APPROXIMATE CENTER OF THE BRIDGE, 45.5 FEET WEST OF
 JF1165'THE NORTHWEST ABUTMENT OF THE NORTHBOUND LANE OF THE HIGHWAY AND
 JF1165'19.5 FEET EAST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF THE
 JF1165'HIGHWAY.
 JF1165'
 JF1165'TO REACH THE BENCH MARK FROM THE STATION GO SOUTH ON THE HIGHWAY
 JF1165'FOR 0.5 MILE TO THE MARK ON THE LEFT.
 JF1165'
 JF1165'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 JF1165
 JF1165                          STATION RECOVERY (1970)
 JF1165
 JF1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 JF1165'15.5 MI S FROM SALINA.
 JF1165'ABOUT 15.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1165'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, AT
 JF1165'THE SOUTH END OF THE HIGHWAY OVERPASS FOR STATE HIGHWAY 4 AND
 JF1165'THE UNION PACIFIC RAILROAD, IN THE MEDIAN BETWEEN THE TWO LANES
 JF1165'OF THE HIGHWAY, 39 FEET WEST OF THE CENTER LINE OF THE EAST
 JF1165'TRAFFIC LANES OF THE HIGHWAY, 6.7 FEET SOUTH OF A METAL GUARD
 JF1165'RAIL, 6.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 JF1165'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JF1165'0.2 FOOT.  SECTION 35, T16S, R3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1164 ***********************************************************************
 JF1164  DESIGNATION -  35 08 RM 1
 JF1164  PID         -  JF1164
 JF1164  STATE/COUNTY-  KS/SALINE
 JF1164  USGS QUAD   -  LINDSBORG SE (1979)
 JF1164
 JF1164                         *CURRENT SURVEY CONTROL
 JF1164  ___________________________________________________________________
 JF1164* NAD 83(1986)-  38 37 20.     (N)    097 37 16.     (W)     SCALED    
 JF1164* NAVD 88     -       407.241  (meters)    1336.09   (feet)  ADJUSTED  
 JF1164  ___________________________________________________________________
 JF1164  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF1164  DYNAMIC HT  -         406.956 (meters)    1335.15  (feet)  COMP
 JF1164  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 JF1164
 JF1164  VERT ORDER  -  FIRST     CLASS II
 JF1164
 JF1164.The horizontal coordinates were scaled from a topographic map and have
 JF1164.an estimated accuracy of +/- 6 seconds.
 JF1164
 JF1164.The orthometric height was determined by differential leveling
 JF1164.and adjusted by the National Geodetic Survey in June 1991..
 JF1164
 JF1164.The geoid height was determined by GEOID03.
 JF1164
 JF1164.The dynamic height is computed by dividing the NAVD 88
 JF1164.geopotential number by the normal gravity value computed on the
 JF1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1164.degrees latitude (g = 980.6199 gals.).
 JF1164
 JF1164.The modeled gravity was interpolated from observed gravity values.
 JF1164
 JF1164;                    North         East    Units  Estimated Accuracy
 JF1164;SPC KS N     -    32,140.      433,000.      MT  (+/- 180 meters Scaled)
 JF1164
 JF1164                          SUPERSEDED SURVEY CONTROL
 JF1164
 JF1164  NGVD 29 (??/??/92)  407.117  (m)         1335.68   (f) ADJ UNCH    1 2
 JF1164
 JF1164.Superseded values are not recommended for survey control.
 JF1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1164.See file dsdata.txt to determine how the superseded data were derived.
 JF1164
 JF1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH200757(NAD 83)
 JF1164_MARKER: DR = REFERENCE MARK DISK
 JF1164_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JF1164_SP_SET: BRIDGE GUARDRAIL BASE
 JF1164_STAMPING: 35-08 NO 1 1970
 JF1164_MARK LOGO: CGS   
 JF1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1164
 JF1164  HISTORY     - Date     Condition        Report By
 JF1164  HISTORY     - 1970     MONUMENTED       NGS
 JF1164  HISTORY     - 1986     GOOD             NGS
 JF1164
 JF1164                          STATION DESCRIPTION
 JF1164
 JF1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1164'15.5 MI S FROM SALINA.
 JF1164'ABOUT 15.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1164'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, SET
 JF1164'IN THE TOP OF THE SOUTH END OF THE CONCRETE BASE FOR THE EAST
 JF1164'GUARD RAIL ON THE MORE WESTERLY HIGHWAY OVERPASS FOR STATE
 JF1164'HIGHWAY 4 AND THE UNION PACIFIC RAILROAD, 19 1/2 FEET EAST OF
 JF1164'THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY, 27.50
 JF1164'FEET NORTHWEST OF TRIANGULATION STATION 35-08, AND ABOUT 1/2
 JF1164'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 35, T16S, R3W.
 JF1164
 JF1164                          STATION RECOVERY (1986)
 JF1164
 JF1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1167 ***********************************************************************
 JF1167  DESIGNATION -  35 08 RM 2
 JF1167  PID         -  JF1167
 JF1167  STATE/COUNTY-  KS/SALINE
 JF1167  USGS QUAD   -  LINDSBORG SE (1979)
 JF1167
 JF1167                         *CURRENT SURVEY CONTROL
 JF1167  ___________________________________________________________________
 JF1167* NAD 83(1986)-  38 37 20.     (N)    097 37 16.     (W)     SCALED    
 JF1167* NAVD 88     -       407.272  (meters)    1336.19   (feet)  ADJUSTED  
 JF1167  ___________________________________________________________________
 JF1167  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF1167  DYNAMIC HT  -         406.987 (meters)    1335.26  (feet)  COMP
 JF1167  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 JF1167
 JF1167  VERT ORDER  -  SECOND    CLASS 0
 JF1167
 JF1167.The horizontal coordinates were scaled from a topographic map and have
 JF1167.an estimated accuracy of +/- 6 seconds.
 JF1167
 JF1167.The orthometric height was determined by differential leveling
 JF1167.and adjusted by the National Geodetic Survey in June 1991..
 JF1167
 JF1167.The geoid height was determined by GEOID03.
 JF1167
 JF1167.The dynamic height is computed by dividing the NAVD 88
 JF1167.geopotential number by the normal gravity value computed on the
 JF1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1167.degrees latitude (g = 980.6199 gals.).
 JF1167
 JF1167.The modeled gravity was interpolated from observed gravity values.
 JF1167
 JF1167;                    North         East    Units  Estimated Accuracy
 JF1167;SPC KS N     -    32,140.      433,000.      MT  (+/- 180 meters Scaled)
 JF1167
 JF1167                          SUPERSEDED SURVEY CONTROL
 JF1167
 JF1167  NGVD 29 (??/??/92)  407.147  (m)         1335.78   (f) ADJ UNCH    2 0
 JF1167
 JF1167.Superseded values are not recommended for survey control.
 JF1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1167.See file dsdata.txt to determine how the superseded data were derived.
 JF1167
 JF1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH200757(NAD 83)
 JF1167_MARKER: DR = REFERENCE MARK DISK
 JF1167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1167_SP_SET: GUARDRAIL BASE
 JF1167_STAMPING: 35-08 NO 2 1970
 JF1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1167
 JF1167  HISTORY     - Date     Condition        Report By
 JF1167  HISTORY     - 1970     MONUMENTED       NGS
 JF1167
 JF1167                          STATION DESCRIPTION
 JF1167
 JF1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1167'15.5 MI S FROM SALINA.
 JF1167'ABOUT 15.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1167'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, SET
 JF1167'IN THE TOP OF THE SOUTH END OF THE CONCRETE BASE FOR THE WEST
 JF1167'GUARD RAIL ON THE MORE WESTERLY HIGHWAY OVERPASS FOR STATE
 JF1167'HIGHWAY 4 AND THE UNION PACIFIC RAILROAD, 28.5 FEET NORTH OF THE
 JF1167'SOUTH END OF THE GUARD RAIL, 27 FEET WEST OF THE CENTER LINE
 JF1167'OF THE WEST TRAFFIC LANES OF THE HIGHWAY, 78.70 FEET NORTHWEST
 JF1167'OF TRIANGULATION STATION 35-08, AND ABOUT 1 FOOT ABOVE THE
 JF1167'LEVEL OF THE HIGHWAY.  SECTION 35, T16S R3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1174 ***********************************************************************
 JF1174  DESIGNATION -  35 09
 JF1174  PID         -  JF1174
 JF1174  STATE/COUNTY-  KS/MCPHERSON
 JF1174  USGS QUAD   -  LINDSBORG SE (1979)
 JF1174
 JF1174                         *CURRENT SURVEY CONTROL
 JF1174  ___________________________________________________________________
 JF1174* NAD 83(1997)-  38 33 16.95016(N)    097 37 17.89029(W)     ADJUSTED  
 JF1174* NAVD 88     -       422.418  (meters)    1385.88   (feet)  ADJUSTED  
 JF1174  ___________________________________________________________________
 JF1174  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 JF1174  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF1174  DYNAMIC HT  -         422.120 (meters)    1384.91  (feet)  COMP
 JF1174  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 JF1174
 JF1174  HORZ ORDER  -  SECOND
 JF1174  VERT ORDER  -  SECOND    CLASS 0
 JF1174
 JF1174.The horizontal coordinates were established by classical geodetic methods
 JF1174.and adjusted by the National Geodetic Survey in October 1998..
 JF1174
 JF1174.The orthometric height was determined by differential leveling
 JF1174.and adjusted by the National Geodetic Survey in June 1991..
 JF1174
 JF1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1174
 JF1174.The geoid height was determined by GEOID03.
 JF1174
 JF1174.The dynamic height is computed by dividing the NAVD 88
 JF1174.geopotential number by the normal gravity value computed on the
 JF1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1174.degrees latitude (g = 980.6199 gals.).
 JF1174
 JF1174.The modeled gravity was interpolated from observed gravity values.
 JF1174
 JF1174;                    North         East     Units Scale Factor Converg.
 JF1174;SPC KS S     -   609,911.756   476,562.801   MT  0.99999766   +0 32 23.2
 JF1174;UTM  14      - 4,268,264.472   620,102.039   MT  0.99977763   +0 51 33.1
 JF1174
 JF1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1174!SPC KS S     -   0.99993811  x   0.99999766  =   0.99993577
 JF1174!UTM  14      -   0.99993811  x   0.99977763  =   0.99971575
 JF1174
 JF1174:                Primary Azimuth Mark                     Grid Az
 JF1174:SPC KS S     -  Q 339                                    170 44 56.3
 JF1174:UTM  14      -  Q 339                                    170 25 46.4
 JF1174
 JF1174|---------------------------------------------------------------------|
 JF1174| PID    Reference Object                     Distance      Geod. Az  |
 JF1174|                                                           dddmmss.s |
 JF1174| JF1176 Q 339                                              1711719.5 |
 JF1174| JF1175 35 09 RM 2                            8.917 METERS 17933     |
 JF1174| JF1173 35 09 RM 1                            8.507 METERS 35743     |
 JF1174|---------------------------------------------------------------------|
 JF1174
 JF1174                          SUPERSEDED SURVEY CONTROL
 JF1174
 JF1174  NAD 83(1986)-  38 33 16.96040(N)    097 37 17.89155(W) AD(       ) 2
 JF1174  NAD 27      -  38 33 16.93793(N)    097 37 16.75448(W) AD(       ) 2
 JF1174  NGVD 29 (??/??/92)  422.278  (m)         1385.42   (f) ADJ UNCH    2 0
 JF1174
 JF1174.Superseded values are not recommended for survey control.
 JF1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1174.See file dsdata.txt to determine how the superseded data were derived.
 JF1174
 JF1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2010268264(NAD 83)
 JF1174_MARKER: DE = TRAVERSE STATION DISK
 JF1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1174_STAMPING: 35-09 1970
 JF1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1174+STABILITY: SURFACE MOTION
 JF1174
 JF1174  HISTORY     - Date     Condition        Report By
 JF1174  HISTORY     - 1970     MONUMENTED       NGS
 JF1174  HISTORY     - 1970     GOOD             CGS
 JF1174
 JF1174                          STATION DESCRIPTION
 JF1174
 JF1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1174'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTH OF MC PHERSON, 8-1/2
 JF1174'MILES SOUTH OF ASSARIA, AND 3-1/2 MILES SOUTHEAST OF LINDSBORG
 JF1174'ON THE WEST RIGHT-OF-WAY OF INTERSTATE 35 W.  IT IS IN THE
 JF1174'SOUTHWEST QUARTER OF SEC. 23 T 17 S, R 3 W, ON THE HIGHEST
 JF1174'POINT OF A CUTBANK.
 JF1174'
 JF1174'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 AND
 JF1174'BUSINESS LOOP 35 W IN LINDSBORG, GO SOUTH ON BUSINESS LOOP 35 W
 JF1174'FOR 1.6 MILES TO THE JUNCTION OF COUNTY ROAD 429 ON THE LEFT.
 JF1174'TURN LEFT AND GO EAST ON COUNTY ROAD 429 FOR 2.6 MILES TO THE
 JF1174'JUNCTION OF INTERSTATE 35W AND BM Q 339 (AZIMUTH MARK) IN THE
 JF1174'SOUTH END OF THE OVERPASS OF THE NORTHBOUND LANE OF I-35 W.
 JF1174'TURN LEFT AND GO NORTH ON I-35 W FOR 0.15 MILE TO THE STATION ON
 JF1174'THE LEFT, WEST SIDE OF THE HIGHWAY.
 JF1174'
 JF1174'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED 35-09 1970.
 JF1174'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF1174'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE AND IS
 JF1174'ABOUT 30 FEET HIGHER THAN THE HIGHWAY.  IT IS 16 FEET WEST OF THE
 JF1174'EDGE OF A CUTBANK, 4.4 FEET SOUTHEAST OF A METAL WITNESS POST AND
 JF1174'3.5 FEET EAST OF THE ROAD RIGHT-OF-WAY FENCE.  THE UNDERGROUND
 JF1174'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 JF1174'GROUND SURFACE.
 JF1174'
 JF1174'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 35-09 NO 1 1970 SET
 JF1174'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 JF1174'FLUSH WITH THE GROUND SURFACE AND IS ABOUT THE SAME ELEVATION AS
 JF1174'THE STATION.  IT IS 25.2 FEET NORTH OF THE WITNESS POST, 19
 JF1174'FEET WEST OF THE EDGE OF THE CUTBANK AND 3.0 FEET EAST OF THE
 JF1174'FENCE.
 JF1174'
 JF1174'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 35-09 NO 2 1970 SET
 JF1174'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 JF1174'FLUSH WITH THE GROUND SURFACE AND IS ABOUT THE SAME ELEVATION
 JF1174'AS THE STATION.  IT IS 32.1 FEET SOUTH OF THE WITNESS POST, 17
 JF1174'FEET WEST OF THE EDGE OF THE CUTBANK AND 3.0 FEET EAST OF THE
 JF1174'FENCE.
 JF1174'
 JF1174'BM Q 339 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK STAMPED Q
 JF1174'339 1970 CEMENTED IN A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF
 JF1174'THE NORTHBOUND LANE OF INTERSTATE 35 W OVERPASS OF COUNTY ROAD
 JF1174'429.  IT IS 64 FEET SOUTH OF THE CENTER OF THE BRIDGE, 45.0
 JF1174'FEET EAST OF THE SOUTHEAST ABUTMENT OF THE BRIDGE ON THE
 JF1174'SOUTHBOUND LANE OF TRAFFIC AND 20.5 FEET WEST OF THE CENTERLINE
 JF1174'OF THE NORTHBOUND LANE OF I-35W.
 JF1174'
 JF1174'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 JF1174
 JF1174                          STATION RECOVERY (1970)
 JF1174
 JF1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 JF1174'12.6 MI N FROM MC PHERSON.
 JF1174'ABOUT 12.65 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1174'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 0.3
 JF1174'MILE NORTH OF THE HIGHWAY OVERPASS FOR A PAVED ROAD WHICH IS
 JF1174'LOCATED AT THE LINDSBORO-ROXBURY EXIT, ON THE TOP OF A 30-FOOT
 JF1174'CUT FOR THE HIGHWAY, 43 YARDS WEST OF THE CENTER LINE OF THE
 JF1174'WEST TRAFFIC LANES OF THE HIGHWAY, 3 1/2 FEET EAST OF A FENCE,
 JF1174'4.1 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 30 FEET
 JF1174'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JF1174'POST PROJECTING 0.1 FOOT.  SECTION 23, T17S, R3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1173 ***********************************************************************
 JF1173  DESIGNATION -  35 09 RM 1
 JF1173  PID         -  JF1173
 JF1173  STATE/COUNTY-  KS/MCPHERSON
 JF1173  USGS QUAD   -  LINDSBORG SE (1979)
 JF1173
 JF1173                         *CURRENT SURVEY CONTROL
 JF1173  ___________________________________________________________________
 JF1173* NAD 83(1986)-  38 33 16.     (N)    097 37 15.     (W)     SCALED    
 JF1173* NAVD 88     -       422.437  (meters)    1385.95   (feet)  ADJUSTED  
 JF1173  ___________________________________________________________________
 JF1173  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF1173  DYNAMIC HT  -         422.139 (meters)    1384.97  (feet)  COMP
 JF1173  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 JF1173
 JF1173  VERT ORDER  -  SECOND    CLASS 0
 JF1173
 JF1173.The horizontal coordinates were scaled from a topographic map and have
 JF1173.an estimated accuracy of +/- 6 seconds.
 JF1173
 JF1173.The orthometric height was determined by differential leveling
 JF1173.and adjusted by the National Geodetic Survey in June 1991..
 JF1173
 JF1173.The geoid height was determined by GEOID03.
 JF1173
 JF1173.The dynamic height is computed by dividing the NAVD 88
 JF1173.geopotential number by the normal gravity value computed on the
 JF1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1173.degrees latitude (g = 980.6199 gals.).
 JF1173
 JF1173.The modeled gravity was interpolated from observed gravity values.
 JF1173
 JF1173;                    North         East    Units  Estimated Accuracy
 JF1173;SPC KS S     -   609,880.      476,630.      MT  (+/- 180 meters Scaled)
 JF1173
 JF1173                          SUPERSEDED SURVEY CONTROL
 JF1173
 JF1173  NGVD 29 (??/??/92)  422.297  (m)         1385.49   (f) ADJ UNCH    2 0
 JF1173
 JF1173.Superseded values are not recommended for survey control.
 JF1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1173.See file dsdata.txt to determine how the superseded data were derived.
 JF1173
 JF1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH201682(NAD 83)
 JF1173_MARKER: DR = REFERENCE MARK DISK
 JF1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1173_STAMPING: 35-09 NO 1 1970
 JF1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1173+STABILITY: SURFACE MOTION
 JF1173
 JF1173  HISTORY     - Date     Condition        Report By
 JF1173  HISTORY     - 1970     MONUMENTED       NGS
 JF1173
 JF1173                          STATION DESCRIPTION
 JF1173
 JF1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1173'12.6 MI N FROM MC PHERSON.
 JF1173'ABOUT 12.65 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1173'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 0.3
 JF1173'MILE NORTH OF THE HIGHWAY OVERPASS FOR A PAVED ROAD WHICH IS
 JF1173'LOCATED AT THE LINDSBORO-ROXBURY EXIT, ON THE TOP OF A 30-FOOT
 JF1173'CUT FOR THE HIGHWAY, 43 YARDS WEST OF THE CENTER LINE OF THE
 JF1173'WEST TRAFFIC LANES OF THE HIGHWAY, 27.90 FEET NORTH OF
 JF1173'TRIANGULATION STATION 35-09, 2.9 FEET EAST OF A FENCE, 30 FEET
 JF1173'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JF1173'POST PROJECTING 0.1 FOOT.  SECTION 23, T17S, R3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1175 ***********************************************************************
 JF1175  DESIGNATION -  35 09 RM 2
 JF1175  PID         -  JF1175
 JF1175  STATE/COUNTY-  KS/MCPHERSON
 JF1175  USGS QUAD   -  LINDSBORG SE (1979)
 JF1175
 JF1175                         *CURRENT SURVEY CONTROL
 JF1175  ___________________________________________________________________
 JF1175* NAD 83(1986)-  38 33 16.     (N)    097 37 15.     (W)     SCALED    
 JF1175* NAVD 88     -       422.381  (meters)    1385.76   (feet)  ADJUSTED  
 JF1175  ___________________________________________________________________
 JF1175  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF1175  DYNAMIC HT  -         422.083 (meters)    1384.78  (feet)  COMP
 JF1175  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 JF1175
 JF1175  VERT ORDER  -  SECOND    CLASS 0
 JF1175
 JF1175.The horizontal coordinates were scaled from a topographic map and have
 JF1175.an estimated accuracy of +/- 6 seconds.
 JF1175
 JF1175.The orthometric height was determined by differential leveling
 JF1175.and adjusted by the National Geodetic Survey in June 1991..
 JF1175
 JF1175.The geoid height was determined by GEOID03.
 JF1175
 JF1175.The dynamic height is computed by dividing the NAVD 88
 JF1175.geopotential number by the normal gravity value computed on the
 JF1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1175.degrees latitude (g = 980.6199 gals.).
 JF1175
 JF1175.The modeled gravity was interpolated from observed gravity values.
 JF1175
 JF1175;                    North         East    Units  Estimated Accuracy
 JF1175;SPC KS S     -   609,880.      476,630.      MT  (+/- 180 meters Scaled)
 JF1175
 JF1175                          SUPERSEDED SURVEY CONTROL
 JF1175
 JF1175  NGVD 29 (??/??/92)  422.241  (m)         1385.30   (f) ADJ UNCH    2 0
 JF1175
 JF1175.Superseded values are not recommended for survey control.
 JF1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1175.See file dsdata.txt to determine how the superseded data were derived.
 JF1175
 JF1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH201682(NAD 83)
 JF1175_MARKER: DR = REFERENCE MARK DISK
 JF1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1175_STAMPING: 35-09 NO 2 1970
 JF1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1175+STABILITY: SURFACE MOTION
 JF1175
 JF1175  HISTORY     - Date     Condition        Report By
 JF1175  HISTORY     - 1970     MONUMENTED       NGS
 JF1175
 JF1175                          STATION DESCRIPTION
 JF1175
 JF1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1175'12.6 MI N FROM MC PHERSON.
 JF1175'ABOUT 12.65 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1175'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 0.3
 JF1175'MILE NORTH OF THE HIGHWAY OVERPASS FOR A PAVED ROAD WHICH IS
 JF1175'LOCATED AT THE LINDSBORO-ROXBURY EXIT, ON THE TOP OF A 30-FOOT
 JF1175'CUT FOR THE HIGHWAY, 43 YARDS WEST OF THE CENTER LINE OF THE
 JF1175'WEST TRAFFIC LANES OF THE HIGHWAY, 29.30 FEET SOUTH OF
 JF1175'TRIANGULATION STATION 35-09, 3 FEET EAST OF A FENCE, ABOUT 30
 JF1175'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JF1175'CONCRETE POST PROJECTING 0.1 FOOT.  SECTION 23, T17S, R3W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0918 ***********************************************************************
 JF0918  DESIGNATION -  35 10
 JF0918  PID         -  JF0918
 JF0918  STATE/COUNTY-  KS/MCPHERSON
 JF0918  USGS QUAD   -  GALVA (1985)
 JF0918
 JF0918                         *CURRENT SURVEY CONTROL
 JF0918  ___________________________________________________________________
 JF0918* NAD 83(1997)-  38 29 46.82093(N)    097 37 12.88941(W)     ADJUSTED  
 JF0918* NAVD 88     -       457.370  (meters)    1500.55   (feet)  ADJUSTED  
 JF0918  ___________________________________________________________________
 JF0918  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 JF0918  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF0918  DYNAMIC HT  -         457.044 (meters)    1499.49  (feet)  COMP
 JF0918  MODELED GRAV-     979,902.1   (mgal)                       NAVD 88
 JF0918
 JF0918  HORZ ORDER  -  SECOND
 JF0918  VERT ORDER  -  SECOND    CLASS 0
 JF0918
 JF0918.The horizontal coordinates were established by classical geodetic methods
 JF0918.and adjusted by the National Geodetic Survey in October 1998..
 JF0918
 JF0918.The orthometric height was determined by differential leveling
 JF0918.and adjusted by the National Geodetic Survey in June 1991..
 JF0918
 JF0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0918
 JF0918.The geoid height was determined by GEOID03.
 JF0918
 JF0918.The dynamic height is computed by dividing the NAVD 88
 JF0918.geopotential number by the normal gravity value computed on the
 JF0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0918.degrees latitude (g = 980.6199 gals.).
 JF0918
 JF0918.The modeled gravity was interpolated from observed gravity values.
 JF0918
 JF0918;                    North         East     Units Scale Factor Converg.
 JF0918;SPC KS S     -   603,433.876   476,745.019   MT  0.99998685   +0 32 26.3
 JF0918;UTM  14      - 4,261,789.094   620,320.257   MT  0.99977828   +0 51 32.2
 JF0918
 JF0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0918!SPC KS S     -   0.99993262  x   0.99998685  =   0.99991948
 JF0918!UTM  14      -   0.99993262  x   0.99977828  =   0.99971092
 JF0918
 JF0918|---------------------------------------------------------------------|
 JF0918| PID    Reference Object                     Distance      Geod. Az  |
 JF0918|                                                           dddmmss.s |
 JF0918| JF0919 35 10 RM 1                            9.158 METERS 09136     |
 JF0918| JF1544 LINDSBORG ATT MICROWAVE             APPROX. 2.9 KM 1634156.1 |
 JF0918| JF1549 LINDSBORG KANS PWR AND LT MAST      APPROX. 3.6 KM 2205113.0 |
 JF0918| JF0917 35 10 RM 2                            9.394 METERS 35929     |
 JF0918|---------------------------------------------------------------------|
 JF0918
 JF0918                          SUPERSEDED SURVEY CONTROL
 JF0918
 JF0918  NAD 83(1986)-  38 29 46.83117(N)    097 37 12.89083(W) AD(       ) 2
 JF0918  NAD 27      -  38 29 46.80680(N)    097 37 11.74910(W) AD(       ) 2
 JF0918  NGVD 29 (??/??/92)  457.219  (m)         1500.06   (f) ADJ UNCH    2 0
 JF0918
 JF0918.Superseded values are not recommended for survey control.
 JF0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0918.See file dsdata.txt to determine how the superseded data were derived.
 JF0918
 JF0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2032061789(NAD 83)
 JF0918_MARKER: DE = TRAVERSE STATION DISK
 JF0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0918_STAMPING: 35-10 1970
 JF0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0918+STABILITY: SURFACE MOTION
 JF0918
 JF0918  HISTORY     - Date     Condition        Report By
 JF0918  HISTORY     - 1970     MONUMENTED       NGS
 JF0918  HISTORY     - 1970     GOOD             CGS
 JF0918
 JF0918                          STATION DESCRIPTION
 JF0918
 JF0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF0918'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF
 JF0918'MC PHERSON, 6 MILES SOUTH-SOUTHEAST OF LINDSBORG, IN THE
 JF0918'SOUTHWEST 1/4 OF SECTION 11, T18S, R3W, IN THE MEDIAN OF
 JF0918'INTERSTATE HIGHWAY 35 W AND ABOUT 0.2 MILE NORTH OF A
 JF0918'ROADSIDE PARK.
 JF0918'
 JF0918'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 JF0918'35 W AND COUNTY ROAD 429, ABOUT 3 MILES SOUTHEAST OF LINDSBORG,
 JF0918'GO SOUTH ON INTERSTATE HIGHWAY 35W FOR 3.9 MILES TO A LOW
 JF0918'KNOLL ON THE LEFT AND THE STATION ON THE HIGHEST POINT.
 JF0918'
 JF0918'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 35-10
 JF0918'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0918'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 4.0 FEET
 JF0918'NORTH OF A METAL WITNESS POST.
 JF0918'
 JF0918'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 35-10 NO 1 1970,
 JF0918'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0918'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 30.5 FEET
 JF0918'EAST OF THE WITNESS POST AND ON THE EAST EDGE OF THE KNOLL.
 JF0918'
 JF0918'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 35-10 NO 2 1970,
 JF0918'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0918'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 35.2 FEET
 JF0918'NORTH OF THE WITNESS POST AND ON THE WEST EDGE OF THE KNOLL.
 JF0918'
 JF0918'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 JF0918'
 JF0918'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 43.84 FEET OR
 JF0918'13.362 METERS.
 JF0918'
 JF0918'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 JF0918
 JF0918                          STATION RECOVERY (1970)
 JF0918
 JF0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 JF0918'8.6 MI N FROM MC PHERSON.
 JF0918'ABOUT 8.6 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0918'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 0.25
 JF0918'MILE NORTH OF HIGHWAY OVERPASS NUMBER 25.91 FOR A GRAVELED ROAD,
 JF0918'ON THE TOP OF THE HIGHEST POINT OF A HIGH BANK WHICH IS LOCATED
 JF0918'IN THE MEDIAN BETWEEN THE TWO TRAFFIC LANES OF THE HIGHWAY, 52
 JF0918'YARDS EAST OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE
 JF0918'HIGHWAY, 4.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 25 FEET
 JF0918'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JF0918'POST PROJECTING 0.1 FOOT.  SECTION 11, T 18 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0919 ***********************************************************************
 JF0919  DESIGNATION -  35 10 RM 1
 JF0919  PID         -  JF0919
 JF0919  STATE/COUNTY-  KS/MCPHERSON
 JF0919  USGS QUAD   -  GALVA (1985)
 JF0919
 JF0919                         *CURRENT SURVEY CONTROL
 JF0919  ___________________________________________________________________
 JF0919* NAD 83(1986)-  38 29 50.     (N)    097 37 14.     (W)     SCALED    
 JF0919* NAVD 88     -       457.030  (meters)    1499.44   (feet)  ADJUSTED  
 JF0919  ___________________________________________________________________
 JF0919  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF0919  DYNAMIC HT  -         456.705 (meters)    1498.37  (feet)  COMP
 JF0919  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 JF0919
 JF0919  VERT ORDER  -  SECOND    CLASS 0
 JF0919
 JF0919.The horizontal coordinates were scaled from a topographic map and have
 JF0919.an estimated accuracy of +/- 6 seconds.
 JF0919
 JF0919.The orthometric height was determined by differential leveling
 JF0919.and adjusted by the National Geodetic Survey in June 1991..
 JF0919
 JF0919.The geoid height was determined by GEOID03.
 JF0919
 JF0919.The dynamic height is computed by dividing the NAVD 88
 JF0919.geopotential number by the normal gravity value computed on the
 JF0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0919.degrees latitude (g = 980.6199 gals.).
 JF0919
 JF0919.The modeled gravity was interpolated from observed gravity values.
 JF0919
 JF0919;                    North         East    Units  Estimated Accuracy
 JF0919;SPC KS S     -   603,530.      476,720.      MT  (+/- 180 meters Scaled)
 JF0919
 JF0919                          SUPERSEDED SURVEY CONTROL
 JF0919
 JF0919  NGVD 29 (??/??/92)  456.880  (m)         1498.95   (f) ADJ UNCH    2 0
 JF0919
 JF0919.Superseded values are not recommended for survey control.
 JF0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0919.See file dsdata.txt to determine how the superseded data were derived.
 JF0919
 JF0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH202618(NAD 83)
 JF0919_MARKER: DR = REFERENCE MARK DISK
 JF0919_SETTING: 66 = SET IN ROCK OUTCROP
 JF0919_SP_SET: BANK
 JF0919_STAMPING: 35-10 NO 1 1970
 JF0919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0919+STABILITY: POSITION/ELEVATION WELL
 JF0919
 JF0919  HISTORY     - Date     Condition        Report By
 JF0919  HISTORY     - 1970     MONUMENTED       NGS
 JF0919
 JF0919                          STATION DESCRIPTION
 JF0919
 JF0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0919'8.6 MI N FROM MC PHERSON.
 JF0919'ABOUT 8.6 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0919'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 0.25
 JF0919'MILE NORTH OF HIGHWAY OVERPASS NUMBER 25.91 FOR A GRAVELED ROAD,
 JF0919'ON THE TOP OF A HIGH BANK WHICH IS LOCATED IN THE MEDIAN BETWEEN
 JF0919'THE TWO TRAFFIC LANES OF THE HIGHWAY, AT THE TOP OF THE EAST
 JF0919'SLOPE OF THE BANK, ABOUT 62 YARDS EAST OF THE CENTER LINE OF THE
 JF0919'WEST TRAFFIC LANES OF THE HIGHWAY, 30.10 FEET EAST OF TRIANGULATION
 JF0919'STATION 35-10, AND ABOUT 2 FEET BELOW THE TOP OF THE BANK.
 JF0919'SECTION 11, T 18 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0917 ***********************************************************************
 JF0917  DESIGNATION -  35 10 RM 2
 JF0917  PID         -  JF0917
 JF0917  STATE/COUNTY-  KS/MCPHERSON
 JF0917  USGS QUAD   -  GALVA (1985)
 JF0917
 JF0917                         *CURRENT SURVEY CONTROL
 JF0917  ___________________________________________________________________
 JF0917* NAD 83(1986)-  38 29 49.     (N)    097 37 16.     (W)     SCALED    
 JF0917* NAVD 88     -       457.115  (meters)    1499.72   (feet)  ADJUSTED  
 JF0917  ___________________________________________________________________
 JF0917  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF0917  DYNAMIC HT  -         456.789 (meters)    1498.65  (feet)  COMP
 JF0917  MODELED GRAV-     979,902.2   (mgal)                       NAVD 88
 JF0917
 JF0917  VERT ORDER  -  SECOND    CLASS 0
 JF0917
 JF0917.The horizontal coordinates were scaled from a topographic map and have
 JF0917.an estimated accuracy of +/- 6 seconds.
 JF0917
 JF0917.The orthometric height was determined by differential leveling
 JF0917.and adjusted by the National Geodetic Survey in June 1991..
 JF0917
 JF0917.The geoid height was determined by GEOID03.
 JF0917
 JF0917.The dynamic height is computed by dividing the NAVD 88
 JF0917.geopotential number by the normal gravity value computed on the
 JF0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0917.degrees latitude (g = 980.6199 gals.).
 JF0917
 JF0917.The modeled gravity was interpolated from observed gravity values.
 JF0917
 JF0917;                    North         East    Units  Estimated Accuracy
 JF0917;SPC KS S     -   603,500.      476,670.      MT  (+/- 180 meters Scaled)
 JF0917
 JF0917                          SUPERSEDED SURVEY CONTROL
 JF0917
 JF0917  NGVD 29 (??/??/92)  456.965  (m)         1499.23   (f) ADJ UNCH    2 0
 JF0917
 JF0917.Superseded values are not recommended for survey control.
 JF0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0917.See file dsdata.txt to determine how the superseded data were derived.
 JF0917
 JF0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH202618(NAD 83)
 JF0917_MARKER: DR = REFERENCE MARK DISK
 JF0917_SETTING: 66 = SET IN ROCK OUTCROP
 JF0917_SP_SET: BANK
 JF0917_STAMPING: 35-10 NO 2 1970
 JF0917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0917+STABILITY: POSITION/ELEVATION WELL
 JF0917
 JF0917  HISTORY     - Date     Condition        Report By
 JF0917  HISTORY     - 1970     MONUMENTED       NGS
 JF0917
 JF0917                          STATION DESCRIPTION
 JF0917
 JF0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0917'8.6 MI N FROM MC PHERSON.
 JF0917'ABOUT 8.6 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0917'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 0.25
 JF0917'MILE NORTH OF HIGHWAY OVERPASS NUMBER 25.91 FOR A GRAVELED ROAD,
 JF0917'ON THE TOP OF A HIGH BANK WHICH IS LOCATED IN THE MEDIAN BETWEEN
 JF0917'THE TWO TRAFFIC LANES OF THE HIGHWAY, ABOUT 52 YARDS EAST OF THE
 JF0917'CENTER LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY, 30.85
 JF0917'FEET NORTH OF TRIANGULATION STATION 35-10, AND ABOUT 25 FEET ABOVE
 JF0917'THE LEVEL OF THE HIGHWAY.  SECTION 11, T 18 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0923 ***********************************************************************
 JF0923  DESIGNATION -  35 11
 JF0923  PID         -  JF0923
 JF0923  STATE/COUNTY-  KS/MCPHERSON
 JF0923  USGS QUAD   -  GALVA (1985)
 JF0923
 JF0923                         *CURRENT SURVEY CONTROL
 JF0923  ___________________________________________________________________
 JF0923* NAD 83(1997)-  38 27 48.80859(N)    097 37 13.68183(W)     ADJUSTED  
 JF0923* NAVD 88     -       466.811  (meters)    1531.53   (feet)  ADJUSTED  
 JF0923  ___________________________________________________________________
 JF0923  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 JF0923  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF0923  DYNAMIC HT  -         466.478 (meters)    1530.44  (feet)  COMP
 JF0923  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 JF0923
 JF0923  HORZ ORDER  -  SECOND
 JF0923  VERT ORDER  -  FIRST     CLASS II
 JF0923
 JF0923.The horizontal coordinates were established by classical geodetic methods
 JF0923.and adjusted by the National Geodetic Survey in October 1998..
 JF0923
 JF0923.The orthometric height was determined by differential leveling
 JF0923.and adjusted by the National Geodetic Survey in June 1991..
 JF0923
 JF0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0923
 JF0923.The geoid height was determined by GEOID03.
 JF0923
 JF0923.The dynamic height is computed by dividing the NAVD 88
 JF0923.geopotential number by the normal gravity value computed on the
 JF0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0923.degrees latitude (g = 980.6199 gals.).
 JF0923
 JF0923.The modeled gravity was interpolated from observed gravity values.
 JF0923
 JF0923;                    North         East     Units Scale Factor Converg.
 JF0923;SPC KS S     -   599,795.018   476,760.144   MT  0.99998123   +0 32 25.8
 JF0923;UTM  14      - 4,258,151.125   620,355.571   MT  0.99977839   +0 51 29.5
 JF0923
 JF0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0923!SPC KS S     -   0.99993115  x   0.99998123  =   0.99991238
 JF0923!UTM  14      -   0.99993115  x   0.99977839  =   0.99970955
 JF0923
 JF0923:                Primary Azimuth Mark                     Grid Az
 JF0923:SPC KS S     -  LINDSBORG ATT MICROWAVE                  045 36 35.7
 JF0923:UTM  14      -  LINDSBORG ATT MICROWAVE                  045 17 32.0
 JF0923
 JF0923|---------------------------------------------------------------------|
 JF0923| PID    Reference Object                     Distance      Geod. Az  |
 JF0923|                                                           dddmmss.s |
 JF0923| JF1544 LINDSBORG ATT MICROWAVE             APPROX. 1.2 KM 0460901.5 |
 JF0923| JF1545 NEW GUTTLAND LUTH CHURCH CROSS      APPROX. 2.8 KM 1632700.3 |
 JF0923| JF0924 35 11 RM 2                           12.828 METERS 17946     |
 JF0923| JF0925 V 339                                              1811016.0 |
 JF0923| JF1549 LINDSBORG KANS PWR AND LT MAST      APPROX. 2.5 KM 2902247.8 |
 JF0923| JF0922 35 11 RM 1                           14.235 METERS 35928     |
 JF0923|---------------------------------------------------------------------|
 JF0923
 JF0923                          SUPERSEDED SURVEY CONTROL
 JF0923
 JF0923  NAD 83(1986)-  38 27 48.81884(N)    097 37 13.68332(W) AD(       ) 2
 JF0923  NAD 27      -  38 27 48.79374(N)    097 37 12.53862(W) AD(       ) 2
 JF0923  NGVD 29 (??/??/92)  466.654  (m)         1531.01   (f) ADJ UNCH    1 2
 JF0923
 JF0923.Superseded values are not recommended for survey control.
 JF0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0923.See file dsdata.txt to determine how the superseded data were derived.
 JF0923
 JF0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2035658151(NAD 83)
 JF0923_MARKER: DE = TRAVERSE STATION DISK
 JF0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0923_SP_SET: CONCRETE POST
 JF0923_STAMPING: 35-11 1970
 JF0923_MARK LOGO: CGS   
 JF0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0923+STABILITY: SURFACE MOTION
 JF0923
 JF0923  HISTORY     - Date     Condition        Report By
 JF0923  HISTORY     - 1970     MONUMENTED       NGS
 JF0923  HISTORY     - 1970     GOOD             CGS
 JF0923  HISTORY     - 1986     GOOD             NGS
 JF0923
 JF0923                          STATION DESCRIPTION
 JF0923
 JF0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF0923'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHEAST OF
 JF0923'LINDSBORG, 6.0 MILES NORTH AND 1.0 MILE EAST OF MC PHERSON,
 JF0923'3-1/2 MILES NORTHEAST OF HILTON, ON THE EAST RIGHT-OF-WAY
 JF0923'OF I 35 W AND IS IN THE NORTHEAST QUARTER OF SECTION 26 T 18 S
 JF0923'R 3 W.
 JF0923'
 JF0923'TO REACH THE STATION FROM THE POST OFFICE IN MC PHERSON,
 JF0923'GO EAST ON U.S. HIGHWAY 56 FOR 2.5 MILES TO THE INTERSECTION
 JF0923'OF I 35 W.  TURN LEFT AND GO NORTH ON I 35 W FOR 4.65 MILES
 JF0923'TO BM V 339 (AZIMUTH MARK) ON THE LEFT, CONTINUE NORTH ON
 JF0923'THE HIGHWAY FOR 1.0 MILE TO THE STATION ON THE RIGHT.
 JF0923'
 JF0923'STATION MARKS ARE STANDARD TRAVERSE STATION MARK DISKS,
 JF0923'STAMPED 35-11 1970.  THE SURFACE MARK IS SET IN THE TOP OF A
 JF0923'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JF0923'GROUND SURFACE.  IT IS 104.0 FEET EAST OF THE CENTERLINE OF THE
 JF0923'NORTH BOUND LANE OF I 35 W, 45.3 FEET SOUTH OF A POWER LINE POLE,
 JF0923'3.3 FEET WEST OF A NORTH-SOUTH FENCE AND 3.3 FEET WEST OF A
 JF0923'WITNESS POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 JF0923'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 JF0923'
 JF0923'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35-11 NO 1
 JF0923'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0923'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 104.0 FEET EAST
 JF0923'OF THE CENTERLINE OF THE HIGHWAY, 47.0 FEET NORTH OF THE
 JF0923'WITNESS POST, 5.0 FEET WEST OF A POWERLINE POLE, 3.6 FEET
 JF0923'WEST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 JF0923'
 JF0923'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35-11 NO 2
 JF0923'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0923'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 104.0 FEET
 JF0923'EAST OF THE CENTERLINE OF THE HIGHWAY, 42.0 FEET SOUTH OF
 JF0923'THE WITNESS POST, 3.6 FEET WEST OF THE FENCE AND ABOUT THE
 JF0923'SAME ELEVATION AS THE STATION.
 JF0923'
 JF0923'BM V 339 IS A STANDARD BENCH MARK DISK, STAMPED V 339 1970,
 JF0923'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST WINGWALL OF THE
 JF0923'NORTH BOUND LANE OF I 35 W AT THE NEW GUTTLAND OVERPASS.
 JF0923'IT IS 61.5 FEET SOUTH OF THE APPROXIMATE CENTER OF THE OVERPASS,
 JF0923'45.2 FEET EAST OF THE SOUTHEAST CORNER OF THE SOUTHBOUND
 JF0923'BRIDGE ABUTMENT AND 20.0 FEET WEST OF THE CENTERLINE OF
 JF0923'THE NORTH BOUND LANE OF THE HIGHWAY.
 JF0923'
 JF0923'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
 JF0923
 JF0923                          STATION RECOVERY (1970)
 JF0923
 JF0923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 JF0923'6.3 MI N FROM MC PHERSON.
 JF0923'ABOUT 6.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0923'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 1.0
 JF0923'MILE NORTH OF THE HIGHWAY OVERPASS FOR NEW GOTTLAND ROAD, 66 1/2
 JF0923'FEET SOUTH OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD THAT
 JF0923'DEAD ENDS ON EACH SIDE OF THE HIGHWAY, 103 FEET EAST OF THE
 JF0923'CENTER LINE OF THE EAST TRAFFIC LANES OF THE HIGHWAY, 3 1/2 FEET
 JF0923'WEST OF A FENCE, 3.4 FEET WEST OF A METAL WITNESS POST, ABOUT 2
 JF0923'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JF0923'CONCRETE POST THAT PROJECTS 0.1 FOOT.  SECTION 26, T 18 S, R 3 W.
 JF0923
 JF0923                          STATION RECOVERY (1986)
 JF0923
 JF0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0922 ***********************************************************************
 JF0922  DESIGNATION -  35 11 RM 1
 JF0922  PID         -  JF0922
 JF0922  STATE/COUNTY-  KS/MCPHERSON
 JF0922  USGS QUAD   -  GALVA (1985)
 JF0922
 JF0922                         *CURRENT SURVEY CONTROL
 JF0922  ___________________________________________________________________
 JF0922* NAD 83(1986)-  38 27 49.     (N)    097 37 14.     (W)     SCALED    
 JF0922* NAVD 88     -       467.057  (meters)    1532.34   (feet)  ADJUSTED  
 JF0922  ___________________________________________________________________
 JF0922  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF0922  DYNAMIC HT  -         466.723 (meters)    1531.24  (feet)  COMP
 JF0922  MODELED GRAV-     979,898.7   (mgal)                       NAVD 88
 JF0922
 JF0922  VERT ORDER  -  SECOND    CLASS 0
 JF0922
 JF0922.The horizontal coordinates were scaled from a topographic map and have
 JF0922.an estimated accuracy of +/- 6 seconds.
 JF0922
 JF0922.The orthometric height was determined by differential leveling
 JF0922.and adjusted by the National Geodetic Survey in June 1991..
 JF0922
 JF0922.The geoid height was determined by GEOID03.
 JF0922
 JF0922.The dynamic height is computed by dividing the NAVD 88
 JF0922.geopotential number by the normal gravity value computed on the
 JF0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0922.degrees latitude (g = 980.6199 gals.).
 JF0922
 JF0922.The modeled gravity was interpolated from observed gravity values.
 JF0922
 JF0922;                    North         East    Units  Estimated Accuracy
 JF0922;SPC KS S     -   599,800.      476,750.      MT  (+/- 180 meters Scaled)
 JF0922
 JF0922                          SUPERSEDED SURVEY CONTROL
 JF0922
 JF0922  NGVD 29 (??/??/92)  466.900  (m)         1531.82   (f) ADJ UNCH    2 0
 JF0922
 JF0922.Superseded values are not recommended for survey control.
 JF0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0922.See file dsdata.txt to determine how the superseded data were derived.
 JF0922
 JF0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH203581(NAD 83)
 JF0922_MARKER: DR = REFERENCE MARK DISK
 JF0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0922_STAMPING: 35-11 NO 1 1970
 JF0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0922+STABILITY: SURFACE MOTION
 JF0922
 JF0922  HISTORY     - Date     Condition        Report By
 JF0922  HISTORY     - 1970     MONUMENTED       NGS
 JF0922
 JF0922                          STATION DESCRIPTION
 JF0922
 JF0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0922'6.3 MI N FROM MC PHERSON.
 JF0922'ABOUT 6.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0922'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 1.0
 JF0922'MILE NORTH OF THE HIGHWAY OVERPASS FOR NEW GOTTLAND ROAD, 103
 JF0922'FEET EAST OF THE CENTER LINE OF THE EAST TRAFFIC LANES OF THE
 JF0922'HIGHWAY, 20 FEET SOUTH OF THE EXTENDED CENTER LINE OF A GRAVELED
 JF0922'ROAD THAT DEAD ENDS ON EACH SIDE OF THE HIGHWAY, 46.70 FEET
 JF0922'NORTH OF TRIANGULATION STATION 35-11, 8 FEET NORTHWEST OF THE
 JF0922'MORE WESTERLY OF TWO METAL LEGS THAT SUPPORT AN ARTS AND CRAFTS
 JF0922'SIGN, 5 FEET WEST OF A POWER POLE, 3 1/2 FEET WEST OF A FENCE, 2
 JF0922'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JF0922'POST PROJECTING 0.2 FOOT.  SECTION 26, T 18 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0924 ***********************************************************************
 JF0924  DESIGNATION -  35 11 RM 2
 JF0924  PID         -  JF0924
 JF0924  STATE/COUNTY-  KS/MCPHERSON
 JF0924  USGS QUAD   -  GALVA (1985)
 JF0924
 JF0924                         *CURRENT SURVEY CONTROL
 JF0924  ___________________________________________________________________
 JF0924* NAD 83(1986)-  38 27 49.     (N)    097 37 15.     (W)     SCALED    
 JF0924* NAVD 88     -       466.825  (meters)    1531.58   (feet)  ADJUSTED  
 JF0924  ___________________________________________________________________
 JF0924  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF0924  DYNAMIC HT  -         466.491 (meters)    1530.48  (feet)  COMP
 JF0924  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 JF0924
 JF0924  VERT ORDER  -  SECOND    CLASS 0
 JF0924
 JF0924.The horizontal coordinates were scaled from a topographic map and have
 JF0924.an estimated accuracy of +/- 6 seconds.
 JF0924
 JF0924.The orthometric height was determined by differential leveling
 JF0924.and adjusted by the National Geodetic Survey in June 1991..
 JF0924
 JF0924.The geoid height was determined by GEOID03.
 JF0924
 JF0924.The dynamic height is computed by dividing the NAVD 88
 JF0924.geopotential number by the normal gravity value computed on the
 JF0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0924.degrees latitude (g = 980.6199 gals.).
 JF0924
 JF0924.The modeled gravity was interpolated from observed gravity values.
 JF0924
 JF0924;                    North         East    Units  Estimated Accuracy
 JF0924;SPC KS S     -   599,800.      476,730.      MT  (+/- 180 meters Scaled)
 JF0924
 JF0924                          SUPERSEDED SURVEY CONTROL
 JF0924
 JF0924  NGVD 29 (??/??/92)  466.667  (m)         1531.06   (f) ADJ UNCH    2 0
 JF0924
 JF0924.Superseded values are not recommended for survey control.
 JF0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0924.See file dsdata.txt to determine how the superseded data were derived.
 JF0924
 JF0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH203581(NAD 83)
 JF0924_MARKER: DR = REFERENCE MARK DISK
 JF0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0924_STAMPING: 35-11 NO 2 1970
 JF0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0924+STABILITY: SURFACE MOTION
 JF0924
 JF0924  HISTORY     - Date     Condition        Report By
 JF0924  HISTORY     - 1970     MONUMENTED       NGS
 JF0924
 JF0924                          STATION DESCRIPTION
 JF0924
 JF0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0924'6.3 MI N FROM MC PHERSON.
 JF0924'ABOUT 6.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0924'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 1.0
 JF0924'MILE NORTH OF THE HIGHWAY OVERPASS FOR NEW GOTTLAND ROAD, 103
 JF0924'FEET EAST OF THE CENTER LINE OF THE EAST TRAFFIC LANES OF THE
 JF0924'HIGHWAY, 42.10 FEET SOUTH OF TRIANGULATION STATION 35-11, 3 1/2
 JF0924'FEET WEST OF A FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE
 JF0924'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JF0924'0.2 FOOT.  SECTION 26, T 18 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1670 ***********************************************************************
 JF1670  DESIGNATION -  35 12 RESET
 JF1670  PID         -  JF1670
 JF1670  STATE/COUNTY-  KS/MCPHERSON
 JF1670  USGS QUAD   -  GALVA (1985)
 JF1670
 JF1670                         *CURRENT SURVEY CONTROL
 JF1670  ___________________________________________________________________
 JF1670* NAD 83(1997)-  38 25 12.73928(N)    097 37 14.86027(W)     ADJUSTED  
 JF1670* NAVD 88     -       471.84   (meters)    1548.0    (feet)  RESET     
 JF1670  ___________________________________________________________________
 JF1670  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 JF1670  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF1670
 JF1670  HORZ ORDER  -  SECOND
 JF1670  VERT ORDER  -  THIRD
 JF1670
 JF1670.The horizontal coordinates were established by classical geodetic methods
 JF1670.and adjusted by the National Geodetic Survey in October 1998..
 JF1670
 JF1670.The orthometric height was computed from unverified reset data.
 JF1670
 JF1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1670
 JF1670.The geoid height was determined by GEOID03.
 JF1670
 JF1670;                    North         East     Units Scale Factor Converg.
 JF1670;SPC KS S     -   594,982.722   476,776.954   MT  0.99997431   +0 32 25.1
 JF1670;UTM  14      - 4,253,339.955   620,399.022   MT  0.99977852   +0 51 25.8
 JF1670
 JF1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1670!SPC KS S     -   0.99993036  x   0.99997431  =   0.99990467
 JF1670!UTM  14      -   0.99993036  x   0.99977852  =   0.99970890
 JF1670
 JF1670|---------------------------------------------------------------------|
 JF1670| PID    Reference Object                     Distance      Geod. Az  |
 JF1670|                                                           dddmmss.s |
 JF1670| JF0932 35 12 RM 1                            7.062 METERS 00135     |
 JF1670| JF1544 LINDSBORG ATT MICROWAVE             APPROX. 5.7 KM 0085007.8 |
 JF1670| JF1545 NEW GUTTLAND LUTH CHURCH CROSS      APPROX. 2.2 KM 0215519.6 |
 JF1670| JF1543 MCPHERSON TV RELAY MICROWAVE        APPROX. 5.2 KM 1612531.2 |
 JF1670| JF0930 35 12 RM 2                            7.723 METERS 26950     |
 JF1670| JF1549 LINDSBORG KANS PWR AND LT MAST      APPROX. 6.2 KM 3373946.9 |
 JF1670|---------------------------------------------------------------------|
 JF1670
 JF1670                          SUPERSEDED SURVEY CONTROL
 JF1670
 JF1670  NAD 83(1986)-  38 25 12.74953(N)    097 37 14.86179(W) AD(       ) 2
 JF1670  NGVD 29 (03/09/04)  471.67   (m)         1547.5    (f) RESET       3  
 JF1670
 JF1670.Superseded values are not recommended for survey control.
 JF1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1670.See file dsdata.txt to determine how the superseded data were derived.
 JF1670
 JF1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2039953340(NAD 83)
 JF1670_MARKER: DV = VERTICAL CONTROL DISK
 JF1670_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JF1670+WITH SETTING: PAVEMENT
 JF1670_SP_SET: BRIDGE DECK
 JF1670_STAMPING: 35-12 1970 1986
 JF1670_MARK LOGO: NGS   
 JF1670_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1670+STABILITY: SURFACE MOTION
 JF1670
 JF1670  HISTORY     - Date     Condition        Report By
 JF1670  HISTORY     - 1986     MONUMENTED       NGS
 JF1670
 JF1670                          STATION DESCRIPTION
 JF1670
 JF1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1670'2.41 KM (1.50 MI) EAST ALONG U.S. HIGHWAY 56, FROM THE POST OFFICE IN
 JF1670'MCPHERSON, THEN 5.63 KM (3.50 MI) NORTH ALONG INTERSTATE HIGHWAY 135
 JF1670'TO THE MARK CEMENTED INTO A DRILLED HOLE IN THE CENTER OF THE SOUTH
 JF1670'SIDE OF THE BRIDGE DECK OF AN OVERPASS BRIDGE FOR A COUNTY ROAD OVER
 JF1670'THE HIGHWAY, 36.88 M (121.00 FT) EAST FROM THE WEST END OF THE
 JF1670'BRIDGE, 1.27 M (4.17 FT) NORTH FROM THE SOUTH GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0930 ***********************************************************************
 JF0930  DESIGNATION -  35 12 RM 2
 JF0930  PID         -  JF0930
 JF0930  STATE/COUNTY-  KS/MCPHERSON
 JF0930  USGS QUAD   -  GALVA (1985)
 JF0930
 JF0930                         *CURRENT SURVEY CONTROL
 JF0930  ___________________________________________________________________
 JF0930* NAD 83(1986)-  38 25 12.     (N)    097 37 14.     (W)     SCALED    
 JF0930* NAVD 88     -       471.837  (meters)    1548.02   (feet)  ADJUSTED  
 JF0930  ___________________________________________________________________
 JF0930  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF0930  DYNAMIC HT  -         471.498 (meters)    1546.91  (feet)  COMP
 JF0930  MODELED GRAV-     979,895.2   (mgal)                       NAVD 88
 JF0930
 JF0930  VERT ORDER  -  SECOND    CLASS 0
 JF0930
 JF0930.The horizontal coordinates were scaled from a topographic map and have
 JF0930.an estimated accuracy of +/- 6 seconds.
 JF0930
 JF0930.The orthometric height was determined by differential leveling
 JF0930.and adjusted by the National Geodetic Survey in June 1991..
 JF0930
 JF0930.The geoid height was determined by GEOID03.
 JF0930
 JF0930.The dynamic height is computed by dividing the NAVD 88
 JF0930.geopotential number by the normal gravity value computed on the
 JF0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0930.degrees latitude (g = 980.6199 gals.).
 JF0930
 JF0930.The modeled gravity was interpolated from observed gravity values.
 JF0930
 JF0930;                    North         East    Units  Estimated Accuracy
 JF0930;SPC KS S     -   594,960.      476,800.      MT  (+/- 180 meters Scaled)
 JF0930
 JF0930                          SUPERSEDED SURVEY CONTROL
 JF0930
 JF0930  NGVD 29 (??/??/92)  471.666  (m)         1547.46   (f) ADJ UNCH    2 0
 JF0930
 JF0930.Superseded values are not recommended for survey control.
 JF0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0930.See file dsdata.txt to determine how the superseded data were derived.
 JF0930
 JF0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH204533(NAD 83)
 JF0930_MARKER: DR = REFERENCE MARK DISK
 JF0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0930_SP_SET: FLOOR
 JF0930_STAMPING: 35-12 NO 2 1970
 JF0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0930
 JF0930  HISTORY     - Date     Condition        Report By
 JF0930  HISTORY     - 1970     MONUMENTED       NGS
 JF0930
 JF0930                          STATION DESCRIPTION
 JF0930
 JF0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0930'3.3 MI N FROM MC PHERSON.
 JF0930'ABOUT 3.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0930'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, SET IN THE
 JF0930'TOP OF THE SOUTH EDGE OF THE CONCRETE FLOOR OF ROAD OVERPASS NUMBER
 JF0930'20-91 FOR THE HIGHWAY, 25.30 FEET WEST OF TRIANGULATION STATION
 JF0930'35-12, 95 FEET EAST OF THE WEST END OF THE OVERPASS, 5 YARDS EAST
 JF0930'AND ABOVE THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE
 JF0930'HIGHWAY, 3.4 FEET NORTH OF THE NORTH FACE OF THE SOUTH CONCRETE
 JF0930'GUARDRAIL, AND ABOUT 18 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JF0930'SECTION 11, T 19 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0937 ***********************************************************************
 JF0937  DESIGNATION -  35 13
 JF0937  PID         -  JF0937
 JF0937  STATE/COUNTY-  KS/MCPHERSON
 JF0937  USGS QUAD   -  GALVA (1985)
 JF0937
 JF0937                         *CURRENT SURVEY CONTROL
 JF0937  ___________________________________________________________________
 JF0937* NAD 83(1997)-  38 22 54.62463(N)    097 37 14.26697(W)     ADJUSTED  
 JF0937* NAVD 88     -       469.331  (meters)    1539.80   (feet)  ADJUSTED  
 JF0937  ___________________________________________________________________
 JF0937  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 JF0937  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 JF0937  DYNAMIC HT  -         468.993 (meters)    1538.69  (feet)  COMP
 JF0937  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 JF0937
 JF0937  HORZ ORDER  -  SECOND
 JF0937  VERT ORDER  -  SECOND    CLASS 0
 JF0937
 JF0937.The horizontal coordinates were established by classical geodetic methods
 JF0937.and adjusted by the National Geodetic Survey in October 1998..
 JF0937
 JF0937.The orthometric height was determined by differential leveling
 JF0937.and adjusted by the National Geodetic Survey in June 1991..
 JF0937
 JF0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0937
 JF0937.The geoid height was determined by GEOID03.
 JF0937
 JF0937.The dynamic height is computed by dividing the NAVD 88
 JF0937.geopotential number by the normal gravity value computed on the
 JF0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0937.degrees latitude (g = 980.6199 gals.).
 JF0937
 JF0937.The modeled gravity was interpolated from observed gravity values.
 JF0937
 JF0937;                    North         East     Units Scale Factor Converg.
 JF0937;SPC KS S     -   590,724.477   476,831.511   MT  0.99996867   +0 32 25.4
 JF0937;UTM  14      - 4,249,082.897   620,477.086   MT  0.99977875   +0 51 23.6
 JF0937
 JF0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0937!SPC KS S     -   0.99993076  x   0.99996867  =   0.99989943
 JF0937!UTM  14      -   0.99993076  x   0.99977875  =   0.99970952
 JF0937
 JF0937:                Primary Azimuth Mark                     Grid Az
 JF0937:SPC KS S     -  NEW GUTTLAND LUTH CHURCH CROSS           006 51 59.8
 JF0937:UTM  14      -  NEW GUTTLAND LUTH CHURCH CROSS           006 33 01.6
 JF0937
 JF0937|---------------------------------------------------------------------|
 JF0937| PID    Reference Object                     Distance      Geod. Az  |
 JF0937|                                                           dddmmss.s |
 JF0937| JF1545 NEW GUTTLAND LUTH CHURCH CROSS      APPROX. 6.4 KM 0072425.2 |
 JF0937| JF0938 35 13 RM 1                            9.073 METERS 04612     |
 JF0937| JF1542 GALVA MUNICIPAL TANK                APPROX. 7.3 KM 0884709.0 |
 JF0937| JF1543 MCPHERSON TV RELAY MICROWAVE        APPROX. 1.8 KM 1124239.8 |
 JF0937| JF1547 MCPHERSON RAD STA KNEX MAST         APPROX. 6.4 KM 2210241.5 |
 JF0937| JF1546 MCPHERSON SOUTH MUN TANK            APPROX. 2.9 KM 2441013.9 |
 JF0937| JF1548 MCPHERSON CO CTHSE CLOCK TWR        APPROX. 4.4 KM 2523143.8 |
 JF0937| JF1550 MCPHERSON NORTH MUN TANK            APPROX. 3.9 KM 2705217.8 |
 JF0937| JF0936 35 13 RM 2                            7.325 METERS 28854     |
 JF0937| JF1670 35 12 RESET                         APPROX. 4.3 KM 3594822.9 |
 JF0937|---------------------------------------------------------------------|
 JF0937
 JF0937                          SUPERSEDED SURVEY CONTROL
 JF0937
 JF0937  NAD 83(1986)-  38 22 54.63489(N)    097 37 14.26844(W) AD(       ) 2
 JF0937  NAD 27      -  38 22 54.60738(N)    097 37 13.11706(W) AD(       ) 2
 JF0937  NGVD 29 (??/??/92)  469.162  (m)         1539.24   (f) ADJ UNCH    2 0
 JF0937
 JF0937.Superseded values are not recommended for survey control.
 JF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0937.See file dsdata.txt to determine how the superseded data were derived.
 JF0937
 JF0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2047749083(NAD 83)
 JF0937_MARKER: DE = TRAVERSE STATION DISK
 JF0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0937_STAMPING: 35-13 1970
 JF0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0937+STABILITY: SURFACE MOTION
 JF0937
 JF0937  HISTORY     - Date     Condition        Report By
 JF0937  HISTORY     - 1970     MONUMENTED       NGS
 JF0937  HISTORY     - 1970     GOOD             CGS
 JF0937
 JF0937                          STATION DESCRIPTION
 JF0937
 JF0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF0937'THE STATION IS ABOUT 5 MILES WEST OF GALVA, 2 MILES EAST OF
 JF0937'MC PHERSON AND AT THE SOUTH END OF A OVERPASS OVER THE RAILROAD
 JF0937'ON INTERSTATE HIGHWAY I 35 W.
 JF0937'
 JF0937'TO REACH THE STATION FROM THE POST OFFICE IN MC PHERSON,
 JF0937'GO EAST ON U.S. HIGHWAY 56 FOR 2.5 MILES TO THE JUNCTION
 JF0937'OF I 35 W, TURN LEFT AND GO NORTH ON I 35 W FOR 0.8 MILE
 JF0937'TO THE OVERPASS AND THE STATION ON THE LEFT.
 JF0937'
 JF0937'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED 35-13 1970.
 JF0937'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0937'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 42
 JF0937'FEET EAST OF THE CENTER LINE OF THE SOUTH BOUND LANES OF
 JF0937'I 35 W, 41 FEET WEST OF THE CENTER LINE OF THE NORTH BOUND
 JF0937'LANES OF I 35 W AND 12.9 FEET SOUTH OF THE SOUTH EDGE OF A
 JF0937'CONCRETE RETAINER WALL.
 JF0937'
 JF0937'REFERENCE MARK 1, IS A STANDARD DISK STAMPED 35-13 NO 1 1970,
 JF0937'IT IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CONCRETE
 JF0937'WINGWALL OF THE NORTH BOUND LANES OF I 35 W, AND IS FLUSH
 JF0937'WITH THE CONCRETE SURFACE.  IT IS 18 FEET WEST OF THE CENTER
 JF0937'LINE OF THE NORTH BOUND LANES OF I 35 W AND AT THE SOUTH
 JF0937'END OF THE WINGWALL.
 JF0937'
 JF0937'REFERENCE MARK 2, IS A STANDARD DISK STAMPED 35-13 NO 2
 JF0937'1970, IT IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CONCRETE
 JF0937'WINGWALL OF THE SOUTH BOUND LANES OF I 35 W AND IS FLUSH
 JF0937'WITH THE CONCRETE SURFACE.  IT IS 19 FEET EAST OF THE CENTER
 JF0937'LINE OF THE SOUTH BOUND LANES OF I 35 W AND AT THE SOUTH
 JF0937'END OF THE WINGWALL.
 JF0937'
 JF0937'NOTE- TRAVERSE STATION 35-12 MAY SERVE AS THE AZIMUTH MARK
 JF0937'FOR THIS STATION.
 JF0937'
 JF0937'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 JF0937'42 INCHES BELOW THE GROUND SURFACE.
 JF0937'
 JF0937'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 JF0937
 JF0937                          STATION RECOVERY (1970)
 JF0937
 JF0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970
 JF0937'0.8 MI N FROM MC PHERSON.
 JF0937'ABOUT 0.75 MILE NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0937'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, AT THE
 JF0937'SOUTH END OF THE HIGHWAY OVERPASS FOR THE ATCHISON, TOPEKA AND
 JF0937'SANTA FE RAILWAY, IN THE MEDIAN BETWEEN THE TWO TRAFFIC LANES OF
 JF0937'THE HIGHWAY, 42 1/2 FEET EAST OF THE CENTER LINE OF THE WEST TRAFFIC
 JF0937'LANES OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 JF0937'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.  SECTION 35, T 19 S,
 JF0937'R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0938 ***********************************************************************
 JF0938  DESIGNATION -  35 13 RM 1
 JF0938  PID         -  JF0938
 JF0938  STATE/COUNTY-  KS/MCPHERSON
 JF0938  USGS QUAD   -  GALVA (1985)
 JF0938
 JF0938                         *CURRENT SURVEY CONTROL
 JF0938  ___________________________________________________________________
 JF0938* NAD 83(1986)-  38 22 55.     (N)    097 37 14.     (W)     SCALED    
 JF0938* NAVD 88     -       469.142  (meters)    1539.18   (feet)  ADJUSTED  
 JF0938  ___________________________________________________________________
 JF0938  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 JF0938  DYNAMIC HT  -         468.803 (meters)    1538.06  (feet)  COMP
 JF0938  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 JF0938
 JF0938  VERT ORDER  -  FIRST     CLASS II
 JF0938
 JF0938.The horizontal coordinates were scaled from a topographic map and have
 JF0938.an estimated accuracy of +/- 6 seconds.
 JF0938
 JF0938.The orthometric height was determined by differential leveling
 JF0938.and adjusted by the National Geodetic Survey in June 1991..
 JF0938
 JF0938.The geoid height was determined by GEOID03.
 JF0938
 JF0938.The dynamic height is computed by dividing the NAVD 88
 JF0938.geopotential number by the normal gravity value computed on the
 JF0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0938.degrees latitude (g = 980.6199 gals.).
 JF0938
 JF0938.The modeled gravity was interpolated from observed gravity values.
 JF0938
 JF0938;                    North         East    Units  Estimated Accuracy
 JF0938;SPC KS S     -   590,740.      476,840.      MT  (+/- 180 meters Scaled)
 JF0938
 JF0938                          SUPERSEDED SURVEY CONTROL
 JF0938
 JF0938  NGVD 29 (??/??/92)  468.972  (m)         1538.62   (f) ADJ UNCH    1 2
 JF0938
 JF0938.Superseded values are not recommended for survey control.
 JF0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0938.See file dsdata.txt to determine how the superseded data were derived.
 JF0938
 JF0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH204490(NAD 83)
 JF0938_MARKER: DR = REFERENCE MARK DISK
 JF0938_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF0938_SP_SET: BRIDGE ABUTMENT
 JF0938_STAMPING: 35-13 NO 1 1970
 JF0938_MARK LOGO: CGS   
 JF0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0938+STABILITY: POSITION/ELEVATION WELL
 JF0938
 JF0938  HISTORY     - Date     Condition        Report By
 JF0938  HISTORY     - 1970     MONUMENTED       NGS
 JF0938  HISTORY     - 1986     GOOD             NGS
 JF0938
 JF0938                          STATION DESCRIPTION
 JF0938
 JF0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0938'0.8 MI N FROM MC PHERSON.
 JF0938'ABOUT 0.75 MILE NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE HIGHWAY
 JF0938'UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, SET IN THE TOP OF
 JF0938'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE MORE EASTERLY
 JF0938'HIGHWAY OVERPASS FOR THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 JF0938'29.80 FEET NORTHEAST OF TRIANGULATION STATION 35-13, 20 FEET
 JF0938'WEST OF THE CENTER LINE OF THE EAST TRAFFIC LANES OF THE HIGHWAY,
 JF0938'AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 35, T 19 S, R 3 W.
 JF0938
 JF0938                          STATION RECOVERY (1986)
 JF0938
 JF0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0936 ***********************************************************************
 JF0936  DESIGNATION -  35 13 RM 2
 JF0936  PID         -  JF0936
 JF0936  STATE/COUNTY-  KS/MCPHERSON
 JF0936  USGS QUAD   -  GALVA (1985)
 JF0936
 JF0936                         *CURRENT SURVEY CONTROL
 JF0936  ___________________________________________________________________
 JF0936* NAD 83(1986)-  38 22 54.     (N)    097 37 14.     (W)     SCALED    
 JF0936* NAVD 88     -       469.150  (meters)    1539.20   (feet)  ADJUSTED  
 JF0936  ___________________________________________________________________
 JF0936  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 JF0936  DYNAMIC HT  -         468.811 (meters)    1538.09  (feet)  COMP
 JF0936  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 JF0936
 JF0936  VERT ORDER  -  FIRST     CLASS II
 JF0936
 JF0936.The horizontal coordinates were scaled from a topographic map and have
 JF0936.an estimated accuracy of +/- 6 seconds.
 JF0936
 JF0936.The orthometric height was determined by differential leveling
 JF0936.and adjusted by the National Geodetic Survey in June 1991..
 JF0936
 JF0936.The geoid height was determined by GEOID03.
 JF0936
 JF0936.The dynamic height is computed by dividing the NAVD 88
 JF0936.geopotential number by the normal gravity value computed on the
 JF0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0936.degrees latitude (g = 980.6199 gals.).
 JF0936
 JF0936.The modeled gravity was interpolated from observed gravity values.
 JF0936
 JF0936;                    North         East    Units  Estimated Accuracy
 JF0936;SPC KS S     -   590,710.      476,840.      MT  (+/- 180 meters Scaled)
 JF0936
 JF0936                          SUPERSEDED SURVEY CONTROL
 JF0936
 JF0936  NGVD 29 (??/??/92)  468.981  (m)         1538.65   (f) ADJ UNCH    1 2
 JF0936
 JF0936.Superseded values are not recommended for survey control.
 JF0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0936.See file dsdata.txt to determine how the superseded data were derived.
 JF0936
 JF0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH204490(NAD 83)
 JF0936_MARKER: DR = REFERENCE MARK DISK
 JF0936_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF0936_SP_SET: BRIDGE ABUTMENT
 JF0936_STAMPING: 35-13 NO 2 1970
 JF0936_MARK LOGO: CGS   
 JF0936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0936+STABILITY: POSITION/ELEVATION WELL
 JF0936
 JF0936  HISTORY     - Date     Condition        Report By
 JF0936  HISTORY     - 1970     MONUMENTED       NGS
 JF0936  HISTORY     - 1986     GOOD             NGS
 JF0936
 JF0936                          STATION DESCRIPTION
 JF0936
 JF0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0936'0.8 MI N FROM MC PHERSON.
 JF0936'ABOUT 0.75 MILE NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0936'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, SET IN THE
 JF0936'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE MORE
 JF0936'WESTERLY HIGHWAY OVERPASS FOR THE ATCHISON, TOPEKA AND SANTA
 JF0936'FE RAILWAY, 19 1/2 FEET EAST OF THE CENTER LINE OF THE WEST
 JF0936'TRAFFIC LANES OF THE HIGHWAY, 24.05 FEET NORTHWEST OF TRIANGULATION
 JF0936'STATION 35-13, AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 35,
 JF0936'T 19 S, R 3 W.
 JF0936
 JF0936                          STATION RECOVERY (1986)
 JF0936
 JF0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1671 ***********************************************************************
 JF1671  DESIGNATION -  35 14 RESET
 JF1671  PID         -  JF1671
 JF1671  STATE/COUNTY-  KS/MCPHERSON
 JF1671  USGS QUAD   -  MC PHERSON SE (1985)
 JF1671
 JF1671                         *CURRENT SURVEY CONTROL
 JF1671  ___________________________________________________________________
 JF1671* NAD 83(1997)-  38 20 24.02458(N)    097 37 16.85185(W)     ADJUSTED  
 JF1671* NAVD 88     -       464.74   (meters)    1524.7    (feet)  RESET     
 JF1671  ___________________________________________________________________
 JF1671  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 JF1671  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 JF1671
 JF1671  HORZ ORDER  -  SECOND
 JF1671  VERT ORDER  -  THIRD
 JF1671
 JF1671.The horizontal coordinates were established by classical geodetic methods
 JF1671.and adjusted by the National Geodetic Survey in October 1998..
 JF1671
 JF1671.The orthometric height was computed from unverified reset data.
 JF1671
 JF1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1671
 JF1671.The geoid height was determined by GEOID03.
 JF1671
 JF1671;                    North         East     Units Scale Factor Converg.
 JF1671;SPC KS S     -   586,080.611   476,812.538   MT  0.99996303   +0 32 23.8
 JF1671;UTM  14      - 4,244,439.865   620,483.705   MT  0.99977877   +0 51 19.1
 JF1671
 JF1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1671!SPC KS S     -   0.99993148  x   0.99996303  =   0.99989452
 JF1671!UTM  14      -   0.99993148  x   0.99977877  =   0.99971027
 JF1671
 JF1671:                Primary Azimuth Mark                     Grid Az
 JF1671:SPC KS S     -  MCPHERSON TV RELAY MICROWAVE             022 51 54.4
 JF1671:UTM  14      -  MCPHERSON TV RELAY MICROWAVE             022 32 59.1
 JF1671
 JF1671|---------------------------------------------------------------------|
 JF1671| PID    Reference Object                     Distance      Geod. Az  |
 JF1671|                                                           dddmmss.s |
 JF1671| JF1543 MCPHERSON TV RELAY MICROWAVE        APPROX. 4.3 KM 0232418.2 |
 JF1671| JF1542 GALVA MUNICIPAL TANK                APPROX. 8.8 KM 0565614.1 |
 JF1671| JF1557 INMAN SOUTH MUN TANK                APPROX.18.4 KM 2261137.0 |
 JF1671| JF1558 INMAN NORTH MUN TANK                APPROX.18.1 KM 2281434.0 |
 JF1671| JF1547 MCPHERSON RAD STA KNEX MAST         APPROX. 4.1 KM 2675601.4 |
 JF1671| JF0948 35 14 RM 2                            8.827 METERS 26920     |
 JF1671| JF1548 MCPHERSON CO CTHSE CLOCK TWR        APPROX. 5.3 KM 3084232.0 |
 JF1671| JF1550 MCPHERSON NORTH MUN TANK            APPROX. 6.1 KM 3204800.8 |
 JF1671| JF1546 MCPHERSON SOUTH MUN TANK            APPROX. 4.2 KM 3233624.0 |
 JF1671| JF0950 35 14 RM 1                           10.494 METERS 35953     |
 JF1671|---------------------------------------------------------------------|
 JF1671
 JF1671                          SUPERSEDED SURVEY CONTROL
 JF1671
 JF1671  NAD 83(1986)-  38 20 24.03476(N)    097 37 16.85311(W) AD(       ) 2
 JF1671  NGVD 29 (03/09/04)  464.58   (m)         1524.2    (f) RESET       3  
 JF1671
 JF1671.Superseded values are not recommended for survey control.
 JF1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1671.See file dsdata.txt to determine how the superseded data were derived.
 JF1671
 JF1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2048444440(NAD 83)
 JF1671_MARKER: DV = VERTICAL CONTROL DISK
 JF1671_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JF1671+WITH SETTING: PAVEMENT
 JF1671_SP_SET: BRIDGE DECK
 JF1671_STAMPING: 35-14 1970 1986
 JF1671_MARK LOGO: NGS   
 JF1671_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1671+STABILITY: SURFACE MOTION
 JF1671
 JF1671  HISTORY     - Date     Condition        Report By
 JF1671  HISTORY     - 1986     MONUMENTED       NGS
 JF1671  HISTORY     - 19860621 GOOD             NGS
 JF1671
 JF1671                          STATION DESCRIPTION
 JF1671
 JF1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1671'2.41 KM (1.50 MI) EAST ALONG U.S. HIGHWAY 56, FROM THE POST OFFICE IN
 JF1671'MCPHERSON, THENCE 3.22 KM (2.00 MI) SOUTH ALONG INTERSTATE HIGHWAY
 JF1671'135 TO STATE HIGHWAY 61 AND THE MARK, OF THE SOUTH 1 OF 2 OVERPASS
 JF1671'BRIDGES FOR HIGHWAY 61 OVER THE INTERSTATE, 32.92 M (108.01 FT) EAST
 JF1671'FROM THE WEST END OF THE BRIDGE, 1.40 M (4.59 FT) NORTH FROM THE
 JF1671'SOUTH GUARD RAIL.
 JF1671
 JF1671                          STATION RECOVERY (1986)
 JF1671
 JF1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 JF1671'REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  ONLY THE
 JF1671'STEM OF THE STATION MARK WAS FOUND.  THE OLD STEM WAS REMOVED AND A
 JF1671'NEW DISK SET INTO THE DRILLED HOLE.  THE DISTANCE AND DIRECTION TO
 JF1671'EACH REFERENCE MARK AGREED WITH 1970 DATA.  A CHECK ANGLE BETWEEN
 JF1671'DISTANT LANDMARKS WAS ALSO OBTAINED.  THE ELEVATION WAS ESTABLISHED
 JF1671'FROM RM 2.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT
 JF1671'4.8 KM (3.00 MI) SOUTHEAST FROM MCPHERSON, 3.2 KM (2.00 MI) SOUTH FROM
 JF1671'THE INTERSECTION OF INTERSTATE HIGHWAY 135 WITH U.S HIGHWAY 56 AND AT
 JF1671'THE INTERSECTION OF STATE HIGHWAY 61 WITH THE INTERSTATE HIGHWAY, IN
 JF1671'THE CENTER OF THE SOUTH 1 OF 2 OVERPASS BRIDGES. OWNERSHIP--KANSAS
 JF1671'DEPARTMENT OF TRANSPORTATION, STATE OFFICE BUILDING, TOPEKA, KANSAS--.
 JF1671'THE STATION IS A STANDARD NGS DISK STAMPED---35-14 1970 1986---,
 JF1671'CEMENTED INTO A DRILLED HOLE IN THE APPROXIMATE CENTER OF THE SOUTHERN
 JF1671'EDGE OF THE SOUTH ONE OF 2 OVERPASS BRIDGES OF STATE HIGHWAY 61 OVER
 JF1671'INTERSTATE HIGHWAY 35.  THE STATION IS LOCATED 33.10 METERS (108.60
 JF1671'FT) WEST FROM THE EAST END OF THE SOUTH GUARD RAIL, 32.92 METERS
 JF1671'(108.01 FT) EAST FROM THE WEST END OF THE SOUTH GUARD RAIL, 11.46
 JF1671'METERS (37.60 FT) SOUTH FROM THE NORTH GUARD RAIL, 1.40 METERS (4.59
 JF1671'FT) NORTH FROM THE SOUTH GUARD RAIL. REFERENCE MARK NO 1 IS A STANDARD
 JF1671'CGS DISK STAMPED---35-14 NO 1 1970---, CEMENTED INTO A DRILLED HOLE AT
 JF1671'THE NORTH EDGE OF THE BRIDGE.  THE STATION IS LOCATED 32.77 METERS
 JF1671'(107.51 FT) EAST FROM THE WEST END OF THE NORTH GUARD RAIL, 0.98
 JF1671'METERS (3.22 FT) SOUTH FROM THE NORTH GUARD RAIL, AND LEVEL WITH THE
 JF1671'STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---35-14
 JF1671'NO 2 1970---, CEMENTED INTO A DRILLED HOLE IN THE SOUTHERN EDGE OF THE
 JF1671'BRIDGE.  THE STATION IS LOCATED 24.08 METERS (79.00 FT) EAST FROM THE
 JF1671'WEST END OF THE SOUTH GUARD RAIL, 1.19 METERS (3.90 FT) NORTH FROM THE
 JF1671'SOUTH GUARD RAIL, AND LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0950 ***********************************************************************
 JF0950  DESIGNATION -  35 14 RM 1
 JF0950  PID         -  JF0950
 JF0950  STATE/COUNTY-  KS/MCPHERSON
 JF0950  USGS QUAD   -  MC PHERSON SE (1985)
 JF0950
 JF0950                         *CURRENT SURVEY CONTROL
 JF0950  ___________________________________________________________________
 JF0950* NAD 83(1986)-  38 20 23.     (N)    097 37 16.     (W)     SCALED    
 JF0950* NAVD 88     -       464.745  (meters)    1524.75   (feet)  ADJUSTED  
 JF0950  ___________________________________________________________________
 JF0950  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 JF0950  DYNAMIC HT  -         464.406 (meters)    1523.64  (feet)  COMP
 JF0950  MODELED GRAV-     979,886.5   (mgal)                       NAVD 88
 JF0950
 JF0950  VERT ORDER  -  SECOND    CLASS 0
 JF0950
 JF0950.The horizontal coordinates were scaled from a topographic map and have
 JF0950.an estimated accuracy of +/- 6 seconds.
 JF0950
 JF0950.The orthometric height was determined by differential leveling
 JF0950.and adjusted by the National Geodetic Survey in June 1991..
 JF0950
 JF0950.The geoid height was determined by GEOID03.
 JF0950
 JF0950.The dynamic height is computed by dividing the NAVD 88
 JF0950.geopotential number by the normal gravity value computed on the
 JF0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0950.degrees latitude (g = 980.6199 gals.).
 JF0950
 JF0950.The modeled gravity was interpolated from observed gravity values.
 JF0950
 JF0950;                    North         East    Units  Estimated Accuracy
 JF0950;SPC KS S     -   586,050.      476,830.      MT  (+/- 180 meters Scaled)
 JF0950
 JF0950                          SUPERSEDED SURVEY CONTROL
 JF0950
 JF0950  NGVD 29 (??/??/92)  464.580  (m)         1524.21   (f) ADJ UNCH    2 0
 JF0950
 JF0950.Superseded values are not recommended for survey control.
 JF0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0950.See file dsdata.txt to determine how the superseded data were derived.
 JF0950
 JF0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH205444(NAD 83)
 JF0950_MARKER: DR = REFERENCE MARK DISK
 JF0950_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0950_SP_SET: FLOOR
 JF0950_STAMPING: 35-14 NO 1 1970
 JF0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0950
 JF0950  HISTORY     - Date     Condition        Report By
 JF0950  HISTORY     - 1970     MONUMENTED       NGS
 JF0950  HISTORY     - 1972     GOOD             NGS
 JF0950
 JF0950                          STATION DESCRIPTION
 JF0950
 JF0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0950'2.1 MI S FROM MC PHERSON.
 JF0950'ABOUT 2.1 MLES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE HIGHWAY
 JF0950'OVERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, SET IN THE TOP OF THE
 JF0950'NORTH SIDE OF THE FLOOR OF THE MORE SOUTHERLY OF TWO ADJACENT
 JF0950'HIGHWAY OVERPASSES FOR THE INTERSTATE HIGHWAY, 34.40 FEET NORTH
 JF0950'OF THE STATION MARK, ALMOST DIRECTLY ABOVE THE CENTER OF THE MEDIAN
 JF0950'BETWEEN THE TWO TRAFFIC LANES OF INTERSTATE HIGHWAY 35W, 2.1
 JF0950'FEET SOUTH OF THE SOUTH FACE OF THE NORTH CONCRETE GUARDRAIL, AND
 JF0950'ABOUT 20 FEET ABOVE INTERSTATE HIGHWAY 35W.  SECTION 2, T 20S, R3W
 JF0950
 JF0950                          STATION RECOVERY (1972)
 JF0950
 JF0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0953 ***********************************************************************
 JF0953  DESIGNATION -  35 15
 JF0953  PID         -  JF0953
 JF0953  STATE/COUNTY-  KS/MCPHERSON
 JF0953  USGS QUAD   -  MC PHERSON SE (1985)
 JF0953
 JF0953                         *CURRENT SURVEY CONTROL
 JF0953  ___________________________________________________________________
 JF0953* NAD 83(1997)-  38 18 35.49409(N)    097 36 43.54648(W)     ADJUSTED  
 JF0953* NAVD 88     -       458.910  (meters)    1505.61   (feet)  ADJUSTED  
 JF0953  ___________________________________________________________________
 JF0953  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 JF0953  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 JF0953  DYNAMIC HT  -         458.574 (meters)    1504.50  (feet)  COMP
 JF0953  MODELED GRAV-     979,882.2   (mgal)                       NAVD 88
 JF0953
 JF0953  HORZ ORDER  -  SECOND
 JF0953  VERT ORDER  -  SECOND    CLASS 0
 JF0953
 JF0953.The horizontal coordinates were established by classical geodetic methods
 JF0953.and adjusted by the National Geodetic Survey in October 1998..
 JF0953
 JF0953.The orthometric height was determined by differential leveling
 JF0953.and adjusted by the National Geodetic Survey in June 1991..
 JF0953
 JF0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0953
 JF0953.The geoid height was determined by GEOID03.
 JF0953
 JF0953.The dynamic height is computed by dividing the NAVD 88
 JF0953.geopotential number by the normal gravity value computed on the
 JF0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0953.degrees latitude (g = 980.6199 gals.).
 JF0953
 JF0953.The modeled gravity was interpolated from observed gravity values.
 JF0953
 JF0953;                    North         East     Units Scale Factor Converg.
 JF0953;SPC KS S     -   582,742.118   477,653.154   MT  0.99995929   +0 32 44.3
 JF0953;UTM  14      - 4,241,106.650   621,342.513   MT  0.99978133   +0 51 37.7
 JF0953
 JF0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0953!SPC KS S     -   0.99993241  x   0.99995929  =   0.99989170
 JF0953!UTM  14      -   0.99993241  x   0.99978133  =   0.99971375
 JF0953
 JF0953|---------------------------------------------------------------------|
 JF0953| PID    Reference Object                     Distance      Geod. Az  |
 JF0953|                                                           dddmmss.s |
 JF0953| JF0954 35 15 RM 1                            7.377 METERS 09328     |
 JF0953| JF0955 35 15 RM 2                            8.154 METERS 18133     |
 JF0953| JF1550 MCPHERSON NORTH MUN TANK            APPROX. 9.3 KM 3300109.6 |
 JF0953| JF1546 MCPHERSON SOUTH MUN TANK            APPROX. 7.5 KM 3335008.3 |
 JF0953|---------------------------------------------------------------------|
 JF0953
 JF0953                          SUPERSEDED SURVEY CONTROL
 JF0953
 JF0953  NAD 83(1986)-  38 18 35.50433(N)    097 36 43.54754(W) AD(       ) 2
 JF0953  NAD 27      -  38 18 35.47387(N)    097 36 42.39555(W) AD(       ) 2
 JF0953  NGVD 29 (??/??/92)  458.749  (m)         1505.08   (f) ADJ UNCH    2 0
 JF0953
 JF0953.Superseded values are not recommended for survey control.
 JF0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0953.See file dsdata.txt to determine how the superseded data were derived.
 JF0953
 JF0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2134341107(NAD 83)
 JF0953_MARKER: DE = TRAVERSE STATION DISK
 JF0953_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0953_SP_SET: OVERPASS
 JF0953_STAMPING: 35-15 1972
 JF0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0953
 JF0953  HISTORY     - Date     Condition        Report By
 JF0953  HISTORY     - 1972     MONUMENTED       NGS
 JF0953  HISTORY     - 1972     GOOD             NGS
 JF0953
 JF0953                          STATION DESCRIPTION
 JF0953
 JF0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF0953'THE STATION IS ABOUT 4 MILES SOUTH AND 3 MILES EAST OF MC PHERSON,
 JF0953'1-1/2 MILES NORTH AND 1 MILE EAST OF ELYRIA, IN THE NORTHEAST
 JF0953'CORNER OF THE SOUTHEAST 1/4 OF SECTION 14, R. 3 W., T. 20 S.
 JF0953'AND ON A CONCRETE BRIDGE OVER INTERSTATE HIGHWAY 35 W.
 JF0953'
 JF0953'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 JF0953'AND COUNTY HIGHWAY 445 IN ELYRIA, GO EAST ON COUNTY ROAD
 JF0953'445 FOR 0.8 MILE TO A GRAVELED CROSSROAD.  TURN LEFT AND GO
 JF0953'NORTH ON GRAVELED ROAD FOR 1.4 MILES TO THE CONCRETE BRIDGE
 JF0953'AND THE STATION.
 JF0953'
 JF0953'STATION MARK IS A STANDARD DISK, STAMPED 35-15 1972, CEMENTED
 JF0953'IN A DRILL HOLE ON THE WEST SIDE OF THE BRIDGE.  IT IS 73.2
 JF0953'FEET NORTH OF THE SOUTHWEST CORNER OF THE BRIDGE AND 2.7 FEET
 JF0953'EAST OF THE WEST RAIL OF THE BRIDGE.
 JF0953'
 JF0953'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35-15 NO 1 1972,
 JF0953'CEMENTED IN A DRILL HOLE ON THE EAST SIDE OF THE BRIDGE.  IT
 JF0953'IS 76.6 FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF
 JF0953'THE BRIDGE, 1.2 FEET WEST OF THE EAST RAIL OF THE BRIDGE
 JF0953'AND ABOUT THE SAME ELEVATION AS THE STATION.
 JF0953'
 JF0953'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35-15 NO 2 1972,
 JF0953'CEMENTED IN A DRILL HOLE ON THE WEST SIDE OF THE BRIDGE.  IT
 JF0953'IS 46.5 FEET NORTH OF THE SOUTHWEST CORNER OF THE BRIDGE,
 JF0953'1.1 FEET EAST OF THE WEST RAIL OF THE BRIDGE AND ABOUT THE
 JF0953'SAME ELEVATION AS THE STATION.
 JF0953'
 JF0953'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF0953
 JF0953                          STATION RECOVERY (1972)
 JF0953
 JF0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0953'4.4 MI S FROM MC PHERSON.
 JF0953'ABOUT 4.45 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 JF0953'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON.  IT IS
 JF0953'CEMENTED IN A DRILL HOLE IN THE WEST SIDE OF AN OVERPASS.  IT IS
 JF0953'73.2 FEET NORTH OF THE SOUTHWEST CORNER OF THE OVERPASS AND 2.7
 JF0953'FEET EAST OF THE WEST RAIL OF THE OVERPASS.  STATION IS ABOUT 20
 JF0953'FEET ABOVE INTERSTATE HIGHWAY 35 W.  SECTION 14, T 20 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0954 ***********************************************************************
 JF0954  DESIGNATION -  35 15 RM 1
 JF0954  PID         -  JF0954
 JF0954  STATE/COUNTY-  KS/MCPHERSON
 JF0954  USGS QUAD   -  MC PHERSON SE (1985)
 JF0954
 JF0954                         *CURRENT SURVEY CONTROL
 JF0954  ___________________________________________________________________
 JF0954* NAD 83(1986)-  38 18 36.     (N)    097 36 43.     (W)     SCALED    
 JF0954* NAVD 88     -       458.887  (meters)    1505.53   (feet)  ADJUSTED  
 JF0954  ___________________________________________________________________
 JF0954  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 JF0954  DYNAMIC HT  -         458.551 (meters)    1504.43  (feet)  COMP
 JF0954  MODELED GRAV-     979,882.2   (mgal)                       NAVD 88
 JF0954
 JF0954  VERT ORDER  -  SECOND    CLASS 0
 JF0954
 JF0954.The horizontal coordinates were scaled from a topographic map and have
 JF0954.an estimated accuracy of +/- 6 seconds.
 JF0954
 JF0954.The orthometric height was determined by differential leveling
 JF0954.and adjusted by the National Geodetic Survey in June 1991..
 JF0954
 JF0954.The geoid height was determined by GEOID03.
 JF0954
 JF0954.The dynamic height is computed by dividing the NAVD 88
 JF0954.geopotential number by the normal gravity value computed on the
 JF0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0954.degrees latitude (g = 980.6199 gals.).
 JF0954
 JF0954.The modeled gravity was interpolated from observed gravity values.
 JF0954
 JF0954;                    North         East    Units  Estimated Accuracy
 JF0954;SPC KS S     -   582,760.      477,670.      MT  (+/- 180 meters Scaled)
 JF0954
 JF0954                          SUPERSEDED SURVEY CONTROL
 JF0954
 JF0954  NGVD 29 (??/??/92)  458.726  (m)         1505.00   (f) ADJ UNCH    2 0
 JF0954
 JF0954.Superseded values are not recommended for survey control.
 JF0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0954.See file dsdata.txt to determine how the superseded data were derived.
 JF0954
 JF0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH213411(NAD 83)
 JF0954_MARKER: DR = REFERENCE MARK DISK
 JF0954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0954_SP_SET: OVERPASS
 JF0954_STAMPING: 35-15 NO 1 1972
 JF0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0954
 JF0954  HISTORY     - Date     Condition        Report By
 JF0954  HISTORY     - 1972     MONUMENTED       NGS
 JF0954
 JF0954                          STATION DESCRIPTION
 JF0954
 JF0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0954'4.4 MI S FROM MC PHERSON.
 JF0954'ABOUT 4.45 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0954'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, CEMENTED
 JF0954'IN A DRILL HOLE ON THE EAST SIDE OF THE OVERPASS.  IT IS 76.6
 JF0954'FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE OVERPASS,
 JF0954'24.20 FEET EAST OF THE STATION MARK, 1.2 FEET WEST OF THE EAST
 JF0954'RAIL OF THE OVERPASS AND ABOUT 20 FEET ABOVE INTERSTATE 35W.
 JF0954'SECTION 14, T 20 S, R 3 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0955 ***********************************************************************
 JF0955  DESIGNATION -  35 15 RM 2
 JF0955  PID         -  JF0955
 JF0955  STATE/COUNTY-  KS/MCPHERSON
 JF0955  USGS QUAD   -  MC PHERSON SE (1985)
 JF0955
 JF0955                         *CURRENT SURVEY CONTROL
 JF0955  ___________________________________________________________________
 JF0955* NAD 83(1986)-  38 18 36.     (N)    097 36 43.     (W)     SCALED    
 JF0955* NAVD 88     -       458.774  (meters)    1505.16   (feet)  ADJUSTED  
 JF0955  ___________________________________________________________________
 JF0955  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 JF0955  DYNAMIC HT  -         458.438 (meters)    1504.06  (feet)  COMP
 JF0955  MODELED GRAV-     979,882.2   (mgal)                       NAVD 88
 JF0955
 JF0955  VERT ORDER  -  SECOND    CLASS 0
 JF0955
 JF0955.The horizontal coordinates were scaled from a topographic map and have
 JF0955.an estimated accuracy of +/- 6 seconds.
 JF0955
 JF0955.The orthometric height was determined by differential leveling
 JF0955.and adjusted by the National Geodetic Survey in June 1991..
 JF0955
 JF0955.The geoid height was determined by GEOID03.
 JF0955
 JF0955.The dynamic height is computed by dividing the NAVD 88
 JF0955.geopotential number by the normal gravity value computed on the
 JF0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0955.degrees latitude (g = 980.6199 gals.).
 JF0955
 JF0955.The modeled gravity was interpolated from observed gravity values.
 JF0955
 JF0955;                    North         East    Units  Estimated Accuracy
 JF0955;SPC KS S     -   582,760.      477,670.      MT  (+/- 180 meters Scaled)
 JF0955
 JF0955                          SUPERSEDED SURVEY CONTROL
 JF0955
 JF0955  NGVD 29 (??/??/92)  458.613  (m)         1504.63   (f) ADJ UNCH    2 0
 JF0955
 JF0955.Superseded values are not recommended for survey control.
 JF0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0955.See file dsdata.txt to determine how the superseded data were derived.
 JF0955
 JF0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH213411(NAD 83)
 JF0955_MARKER: DR = REFERENCE MARK DISK
 JF0955_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0955_SP_SET: OVERPASS
 JF0955_STAMPING: 35-15 NO 2 1972
 JF0955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0955
 JF0955  HISTORY     - Date     Condition        Report By
 JF0955  HISTORY     - 1972     MONUMENTED       NGS
 JF0955
 JF0955                          STATION DESCRIPTION
 JF0955
 JF0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0955'4.4 MI S FROM MC PHERSON.
 JF0955'ABOUT 4.45 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0955'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, CEMENTED IN
 JF0955'A DRILL HOLE ON THE WEST SIDE OF THE OVERPASS.  IT IS 46.5 FEET
 JF0955'NORTH OF THE SOUTHWEST CORNER OF THE OVERPASS, 26.75 FEET SOUTH
 JF0955'OF THE STATION MARK, 1.1 FEET EAST OF THE WEST RAIL OF THE
 JF0955'OVERPASS AND ABOUT 20 FEET ABOVE INTERSTATE 35W.  SECTION 14, T 20
 JF0955'S, R 3 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0958 ***********************************************************************
 JF0958  DESIGNATION -  35 16
 JF0958  PID         -  JF0958
 JF0958  STATE/COUNTY-  KS/MCPHERSON
 JF0958  USGS QUAD   -  MC PHERSON SE (1985)
 JF0958
 JF0958                         *CURRENT SURVEY CONTROL
 JF0958  ___________________________________________________________________
 JF0958* NAD 83(1997)-  38 16 30.50883(N)    097 34 17.40393(W)     ADJUSTED  
 JF0958* NAVD 88     -       465.494  (meters)    1527.21   (feet)  ADJUSTED  
 JF0958  ___________________________________________________________________
 JF0958  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 JF0958  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 JF0958  DYNAMIC HT  -         465.150 (meters)    1526.08  (feet)  COMP
 JF0958  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 JF0958
 JF0958  HORZ ORDER  -  SECOND
 JF0958  VERT ORDER  -  SECOND    CLASS 0
 JF0958
 JF0958.The horizontal coordinates were established by classical geodetic methods
 JF0958.and adjusted by the National Geodetic Survey in October 1998..
 JF0958
 JF0958.The orthometric height was determined by differential leveling
 JF0958.and adjusted by the National Geodetic Survey in June 1991..
 JF0958
 JF0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0958
 JF0958.The geoid height was determined by GEOID03.
 JF0958
 JF0958.The dynamic height is computed by dividing the NAVD 88
 JF0958.geopotential number by the normal gravity value computed on the
 JF0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0958.degrees latitude (g = 980.6199 gals.).
 JF0958
 JF0958.The modeled gravity was interpolated from observed gravity values.
 JF0958
 JF0958;                    North         East     Units Scale Factor Converg.
 JF0958;SPC KS S     -   578,923.275   481,241.735   MT  0.99995533   +0 34 14.1
 JF0958;UTM  14      - 4,237,308.218   624,951.394   MT  0.99979228   +0 53 05.9
 JF0958
 JF0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0958!SPC KS S     -   0.99993140  x   0.99995533  =   0.99988673
 JF0958!UTM  14      -   0.99993140  x   0.99979228  =   0.99972369
 JF0958
 JF0958|---------------------------------------------------------------------|
 JF0958| PID    Reference Object                     Distance      Geod. Az  |
 JF0958|                                                           dddmmss.s |
 JF0958| JF0959 35 16 RM 1                            9.290 METERS 09438     |
 JF0958| JF1551 MOUNDRIDGE NORTH MUN TANK           APPROX. 9.1 KM 1462618.6 |
 JF0958| JF1552 MOUNDRIDGE SOUTH MUN TANK           APPROX. 9.4 KM 1502244.7 |
 JF0958| JF0960 35 16 RM 2                            7.610 METERS 35244     |
 JF0958|---------------------------------------------------------------------|
 JF0958
 JF0958                          SUPERSEDED SURVEY CONTROL
 JF0958
 JF0958  NAD 83(1986)-  38 16 30.51929(N)    097 34 17.40467(W) AD(       ) 2
 JF0958  NAD 27      -  38 16 30.48785(N)    097 34 16.25677(W) AD(       ) 2
 JF0958  NGVD 29 (??/??/92)  465.332  (m)         1526.68   (f) ADJ UNCH    2 0
 JF0958
 JF0958.Superseded values are not recommended for survey control.
 JF0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0958.See file dsdata.txt to determine how the superseded data were derived.
 JF0958
 JF0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2495137308(NAD 83)
 JF0958_MARKER: DE = TRAVERSE STATION DISK
 JF0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0958_SP_SET: OVERPASS
 JF0958_STAMPING: 35-16 1972
 JF0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0958
 JF0958  HISTORY     - Date     Condition        Report By
 JF0958  HISTORY     - 1972     MONUMENTED       NGS
 JF0958  HISTORY     - 1972     GOOD             NGS
 JF0958
 JF0958                          STATION DESCRIPTION
 JF0958
 JF0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF0958'THE STATION IS ABOUT 1 MILE SOUTH AND 3 MILES EAST OF ELYRIA,
 JF0958'3 MILES WEST AND 5 MILES NORTH OF MOUNDRIDGE IN THE NORTHWEST
 JF0958'CORNER OF SEC. 32, T. 20 S., R. 2 W. AND ON HIGHWAY RIGHT-OF-WAY.
 JF0958'
 JF0958'TO REACH THE STATION FROM THE CROSSROAD INTERSECTION OF STATE
 JF0958'HIGHWAY 153 AND COUNTY ROAD 445 IN ELYRIA, GO EAST ON COUNTY
 JF0958'ROAD 445 FOR 1.8 MILES TO A CROSSROAD AND THE INTERSECTION OF
 JF0958'COUNTY ROAD 319.  TURN RIGHT AND GO SOUTH ON HIGHWAY 319 FOR 1.0
 JF0958'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A GRAVELED
 JF0958'ROAD FOR 1.15 MILES TO AN OVERPASS OVER INTERSTATE HIGHWAY
 JF0958'35 W AND THE STATION.
 JF0958'
 JF0958'THE STATION MARK IS A STANDARD DISK STAMPED 35-16 1972, CEMENTED
 JF0958'IN A DRILL HOLE IN THE SOUTH SIDE OF THE OVERPASS.  IT IS 186.4
 JF0958'FEET EAST OF THE SOUTHWEST CORNER OF THE OVERPASS, 11.0 FEET
 JF0958'SOUTH OF THE CENTER LINE OF THE OVERPASS AND 2.8 FEET NORTH OF
 JF0958'THE SOUTH RAIL OF THE OVERPASS.
 JF0958'
 JF0958'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 35-16 NO 1 1972,
 JF0958'CEMENTED IN A DRILL HOLE IN THE OVERPASS.  IT IS 0.6 FOOT NORTH
 JF0958'OF THE SOUTH RAIL OF THE OVERPASS AND ABOUT THE SAME IN
 JF0958'ELEVATION AS THE STATION.
 JF0958'
 JF0958'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 35-16 NO 2 1972,
 JF0958'CEMENTED IN A DRILL HOLE IN THE OVERPASS.  IT IS 0.5 FOOT SOUTH
 JF0958'OF THE NORTH RAIL OF THE OVERPASS AND ABOUT THE SAME IN
 JF0958'ELEVATION AS THE STATION.
 JF0958'
 JF0958'BENCH MARK D 347 IS A STANDARD DISK STAMPED D 347 1972, CEMENTED
 JF0958'IN A DRILL HOLE IN A CONCRETE GUARD RAIL FOR A CONCRETE DRAINAGE
 JF0958'BRIDGE WHICH PASSES UNDER BOTH LANES OF INTERSTATE HIGHWAY 35
 JF0958'W.  IT IS 22.4 FEET NORTHEAST OF THE CENTER LINE OF THE
 JF0958'NORTHBOUND LANE OF HIGHWAY 35 W, 2.9 FEET SOUTHEAST OF THE NORTH
 JF0958'END OF THE CONCRETE GUARD RAIL AND ABOUT 2 FEET ABOVE THE LEVEL
 JF0958'OF THE HIGHWAY.  TO REACH FROM THE STATION GO SOUTHEAST ON
 JF0958'HIGHWAY 35 W FOR 0.7 MILE TO THE BRIDGE AND THE MARK IN THE
 JF0958'NORTH END.
 JF0958'
 JF0958'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF0958
 JF0958                          STATION RECOVERY (1972)
 JF0958
 JF0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0958'7.8 MI SE FROM MC PHERSON.
 JF0958'ABOUT 7.85 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0958'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, CEMENTED
 JF0958'IN A DRILL HOLE ON THE SOUTH SIDE OF THE OVERPASS OVER THE CENTER
 JF0958'OF INTERSTATE HIGHWAY 35W.  IT IS 186.4 FEET FROM THE SOUTHWEST
 JF0958'CORNER OF THE OVERPASS, 11.0 FEET SOUTH OF THE CENTER LINE OF THE
 JF0958'OVERPASS, 2.8 FEET NORTH OF THE SOUTH RAIL OF THE OVERPASS AND
 JF0958'ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 32, T 20
 JF0958'S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0959 ***********************************************************************
 JF0959  DESIGNATION -  35 16 RM 1
 JF0959  PID         -  JF0959
 JF0959  STATE/COUNTY-  KS/MCPHERSON
 JF0959  USGS QUAD   -  MC PHERSON SE (1985)
 JF0959
 JF0959                         *CURRENT SURVEY CONTROL
 JF0959  ___________________________________________________________________
 JF0959* NAD 83(1986)-  38 16 30.     (N)    097 34 13.     (W)     SCALED    
 JF0959* NAVD 88     -       465.453  (meters)    1527.07   (feet)  ADJUSTED  
 JF0959  ___________________________________________________________________
 JF0959  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 JF0959  DYNAMIC HT  -         465.108 (meters)    1525.94  (feet)  COMP
 JF0959  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 JF0959
 JF0959  VERT ORDER  -  SECOND    CLASS 0
 JF0959
 JF0959.The horizontal coordinates were scaled from a topographic map and have
 JF0959.an estimated accuracy of +/- 6 seconds.
 JF0959
 JF0959.The orthometric height was determined by differential leveling
 JF0959.and adjusted by the National Geodetic Survey in June 1991..
 JF0959
 JF0959.The geoid height was determined by GEOID03.
 JF0959
 JF0959.The dynamic height is computed by dividing the NAVD 88
 JF0959.geopotential number by the normal gravity value computed on the
 JF0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0959.degrees latitude (g = 980.6199 gals.).
 JF0959
 JF0959.The modeled gravity was interpolated from observed gravity values.
 JF0959
 JF0959;                    North         East    Units  Estimated Accuracy
 JF0959;SPC KS S     -   578,910.      481,350.      MT  (+/- 180 meters Scaled)
 JF0959
 JF0959                          SUPERSEDED SURVEY CONTROL
 JF0959
 JF0959  NGVD 29 (??/??/92)  465.290  (m)         1526.54   (f) ADJ UNCH    2 0
 JF0959
 JF0959.Superseded values are not recommended for survey control.
 JF0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0959.See file dsdata.txt to determine how the superseded data were derived.
 JF0959
 JF0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH250372(NAD 83)
 JF0959_MARKER: DR = REFERENCE MARK DISK
 JF0959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0959_SP_SET: OVERPASS
 JF0959_STAMPING: 35-16 NO 1 1972
 JF0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0959
 JF0959  HISTORY     - Date     Condition        Report By
 JF0959  HISTORY     - 1972     MONUMENTED       NGS
 JF0959
 JF0959                          STATION DESCRIPTION
 JF0959
 JF0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0959'7.8 MI SE FROM MC PHERSON.
 JF0959'ABOUT 7.85 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0959'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, CEMENTED IN A
 JF0959'DRILL HOLE ON THE SOUTH SIDE OF THE OVERPASS, 30.48 FEET EAST
 JF0959'OF THE STATION, 0.6 FOOT NORTH OF THE SOUTH RAIL OF THE OVERPASS
 JF0959'AND ABOUT 20 FEET ABOVE THE HIGHWAY.  SECTION 32, T 20 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0960 ***********************************************************************
 JF0960  DESIGNATION -  35 16 RM 2
 JF0960  PID         -  JF0960
 JF0960  STATE/COUNTY-  KS/MCPHERSON
 JF0960  USGS QUAD   -  MC PHERSON SE (1985)
 JF0960
 JF0960                         *CURRENT SURVEY CONTROL
 JF0960  ___________________________________________________________________
 JF0960* NAD 83(1986)-  38 16 30.     (N)    097 34 13.     (W)     SCALED    
 JF0960* NAVD 88     -       465.482  (meters)    1527.17   (feet)  ADJUSTED  
 JF0960  ___________________________________________________________________
 JF0960  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 JF0960  DYNAMIC HT  -         465.137 (meters)    1526.04  (feet)  COMP
 JF0960  MODELED GRAV-     979,873.5   (mgal)                       NAVD 88
 JF0960
 JF0960  VERT ORDER  -  SECOND    CLASS 0
 JF0960
 JF0960.The horizontal coordinates were scaled from a topographic map and have
 JF0960.an estimated accuracy of +/- 6 seconds.
 JF0960
 JF0960.The orthometric height was determined by differential leveling
 JF0960.and adjusted by the National Geodetic Survey in June 1991..
 JF0960
 JF0960.The geoid height was determined by GEOID03.
 JF0960
 JF0960.The dynamic height is computed by dividing the NAVD 88
 JF0960.geopotential number by the normal gravity value computed on the
 JF0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0960.degrees latitude (g = 980.6199 gals.).
 JF0960
 JF0960.The modeled gravity was interpolated from observed gravity values.
 JF0960
 JF0960;                    North         East    Units  Estimated Accuracy
 JF0960;SPC KS S     -   578,910.      481,350.      MT  (+/- 180 meters Scaled)
 JF0960
 JF0960                          SUPERSEDED SURVEY CONTROL
 JF0960
 JF0960  NGVD 29 (??/??/92)  465.319  (m)         1526.63   (f) ADJ UNCH    2 0
 JF0960
 JF0960.Superseded values are not recommended for survey control.
 JF0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0960.See file dsdata.txt to determine how the superseded data were derived.
 JF0960
 JF0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH250372(NAD 83)
 JF0960_MARKER: DR = REFERENCE MARK DISK
 JF0960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0960_SP_SET: OVERPASS
 JF0960_STAMPING: 35-16 NO 2 1972
 JF0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0960
 JF0960  HISTORY     - Date     Condition        Report By
 JF0960  HISTORY     - 1972     MONUMENTED       NGS
 JF0960
 JF0960                          STATION DESCRIPTION
 JF0960
 JF0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0960'7.8 MI SE FROM MC PHERSON.
 JF0960'ABOUT 7.85 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0960'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, CEMENTED
 JF0960'IN A DRILL HOLE ON THE NORTH SIDE OF THE OVERPASS, 24.97 FEET
 JF0960'NORTH OF THE STATION, 0.5 FOOT SOUTH OF THE NORTH GUARD RAIL OF THE
 JF0960'OVERPASS, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JF0960'SECTION 32, T 20 S, R 2W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0963 ***********************************************************************
 JF0963  DESIGNATION -  35 17
 JF0963  PID         -  JF0963
 JF0963  STATE/COUNTY-  KS/MCPHERSON
 JF0963  USGS QUAD   -  MOUNDRIDGE (1978)
 JF0963
 JF0963                         *CURRENT SURVEY CONTROL
 JF0963  ___________________________________________________________________
 JF0963* NAD 83(1997)-  38 14 47.91113(N)    097 32 14.39812(W)     ADJUSTED  
 JF0963* NAVD 88     -       465.505  (meters)    1527.24   (feet)  ADJUSTED  
 JF0963  ___________________________________________________________________
 JF0963  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 JF0963  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 JF0963  DYNAMIC HT  -         465.157 (meters)    1526.10  (feet)  COMP
 JF0963  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 JF0963
 JF0963  HORZ ORDER  -  SECOND
 JF0963  VERT ORDER  -  SECOND    CLASS 0
 JF0963
 JF0963.The horizontal coordinates were established by classical geodetic methods
 JF0963.and adjusted by the National Geodetic Survey in October 1998..
 JF0963
 JF0963.The orthometric height was determined by differential leveling
 JF0963.and adjusted by the National Geodetic Survey in June 1991..
 JF0963
 JF0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0963
 JF0963.The geoid height was determined by GEOID03.
 JF0963
 JF0963.The dynamic height is computed by dividing the NAVD 88
 JF0963.geopotential number by the normal gravity value computed on the
 JF0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0963.degrees latitude (g = 980.6199 gals.).
 JF0963
 JF0963.The modeled gravity was interpolated from observed gravity values.
 JF0963
 JF0963;                    North         East     Units Scale Factor Converg.
 JF0963;SPC KS S     -   575,790.441   484,263.945   MT  0.99995236   +0 35 29.7
 JF0963;UTM  14      - 4,234,192.492   627,990.262   MT  0.99980175   +0 54 20.1
 JF0963
 JF0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0963!SPC KS S     -   0.99993141  x   0.99995236  =   0.99988378
 JF0963!UTM  14      -   0.99993141  x   0.99980175  =   0.99973318
 JF0963
 JF0963:                Primary Azimuth Mark                     Grid Az
 JF0963:SPC KS S     -  MOUNDRIDGE NORTH MUN TANK                154 42 36.0
 JF0963:UTM  14      -  MOUNDRIDGE NORTH MUN TANK                154 23 45.6
 JF0963
 JF0963|---------------------------------------------------------------------|
 JF0963| PID    Reference Object                     Distance      Geod. Az  |
 JF0963|                                                           dddmmss.s |
 JF0963| JF1551 MOUNDRIDGE NORTH MUN TANK           APPROX. 4.8 KM 1551805.7 |
 JF0963| JF1552 MOUNDRIDGE SOUTH MUN TANK           APPROX. 5.3 KM 1614409.2 |
 JF0963| JF0965 35 17 RM 2                            6.913 METERS 26549     |
 JF0963| JF0964 35 17 RM 1                            7.165 METERS 35959     |
 JF0963|---------------------------------------------------------------------|
 JF0963
 JF0963                          SUPERSEDED SURVEY CONTROL
 JF0963
 JF0963  NAD 83(1997)-  38 14 47.92150(N)    097 32 14.39867(W) AD(       ) 2
 JF0963  NAD 83(1986)-  38 14 47.92178(N)    097 32 14.39859(W) AD(       ) 2
 JF0963  NAD 27      -  38 14 47.88981(N)    097 32 13.25388(W) AD(       ) 2
 JF0963  NGVD 29 (??/??/92)  465.345  (m)         1526.72   (f) ADJ UNCH    2 0
 JF0963
 JF0963.Superseded values are not recommended for survey control.
 JF0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0963.See file dsdata.txt to determine how the superseded data were derived.
 JF0963
 JF0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2799034192(NAD 83)
 JF0963_MARKER: DE = TRAVERSE STATION DISK
 JF0963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0963_SP_SET: OVERPASS
 JF0963_STAMPING: 35-17 1972
 JF0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0963
 JF0963  HISTORY     - Date     Condition        Report By
 JF0963  HISTORY     - 1972     MONUMENTED       NGS
 JF0963  HISTORY     - 1972     GOOD             NGS
 JF0963
 JF0963                          STATION DESCRIPTION
 JF0963
 JF0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF0963'THE STATION IS ABOUT 7 MILES EAST AND 9 MILES SOUTH OF MC PHERSON,
 JF0963'3 MILES NORTH AND 1 MILE WEST OF MOUNDRIDGE, NEAR THE NORTHWEST
 JF0963'CORNER OF SEC. 10, T. 21 S., R. 2 W., AND ON A CONCRETE BRIDGE
 JF0963'OVER INTERSTATE HIGHWAY 35 W.
 JF0963'
 JF0963'TO REACH THE STATION FROM THE POST OFFICE IN MOUNDRIDGE, GO NORTH
 JF0963'ON CHRISTIAN AVENUE FOR 2.05 MILES TO THE JUNCTION OF INTERSTATE
 JF0963'HIGHWAY 35 W.  CONTINUE NORTH ON COUNTY ROAD 307 FOR 1.0 MILE TO
 JF0963'A GRAVELED CROSSROAD.  TURN LEFT AND GO WEST ON GRAVELED ROAD
 JF0963'FOR 1.0 MILE TO THE CONCRETE BRIDGE AND THE STATION.
 JF0963'
 JF0963'STATION MARK IS A STANDARD DISK, STAMPED 35-17 1972, CEMENTED
 JF0963'IN A DRILL HOLE IN THE SOUTH SIDE OF THE OVERPASS.  IT IS 79.2
 JF0963'FEET EAST OF THE WEST END OF THE OVERPASS, 12.0 FEET SOUTH OF THE
 JF0963'CENTER LINE OF THE OVERPASS AND 4.0 FEET NORTH OF THE SOUTH RAIL
 JF0963'OF THE OVERPASS.
 JF0963'
 JF0963'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35-17 NO 1 1972,
 JF0963'CEMENTED IN A DRILL HOLE IN THE NORTH SIDE OF THE OVERPASS.  IT
 JF0963'IS 109.0 FEET EAST OF THE WEST END OF THE OVERPASS, 13.0 FEET
 JF0963'NORTH OF THE CENTER LINE OF THE OVERPASS, 3.4 FEET SOUTH OF THE
 JF0963'NORTH RAIL OF THE OVERPASS AND ABOUT THE SAME IN ELEVATION AS THE
 JF0963'STATION.
 JF0963'
 JF0963'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35-17 NO 2 1972,
 JF0963'CEMENTED IN A DRILL HOLE IN THE SOUTH SIDE OF THE OVERPASS.  IT
 JF0963'IS 56.0 FEET EAST OF THE WEST END OF THE OVERPASS, 14.0 FEET
 JF0963'SOUTH OF THE CENTER LINE OF THE OVERPASS, 2.3 FEET NORTH OF THE
 JF0963'SOUTH RAIL OF THE OVERPASS AND ABOUT THE SAME IN ELEVATION AS THE
 JF0963'STATION.
 JF0963'
 JF0963'BENCH MARK E 347 IS A STANDARD DISK, STAMPED E 347 1972,
 JF0963'CEMENTED IN A DRILL HOLE IN A 3 BY 6 FOOT CONCRETE BOX CULVERT.
 JF0963'IT IS 42.3 FEET NORTHEAST OF THE CENTER OF THE NORTHBOUND LANE
 JF0963'OF I 35 W, 4.4 FEET SOUTHWEST OF A METAL WITNESS POST AND ABOUT
 JF0963'3 FEET BELOW THE LEVEL OF THE HIGHWAY.  TO REACH THE MARK FROM
 JF0963'THE STATION, GO NORTHWEST ON I 35 W FOR 0.8 MILE TO THE MARK ON
 JF0963'THE RIGHT.
 JF0963'
 JF0963'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF0963
 JF0963                          STATION RECOVERY (1972)
 JF0963
 JF0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0963'10.8 MI SE FROM MC PHERSON.
 JF0963'ABOUT 10.8 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0963'HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, CEMENTED IN A
 JF0963'DRILL HOLE IN THE SOUTH SIDE OF THE OVERPASS, 79.2 FEET EAST OF THE
 JF0963'WEST END OF THE OVERPASS, 12.0 FEET SOUTH OF THE CENTER LINE OF THE
 JF0963'OVERPASS, 4.0 FEET NORTH OF THE SOUTH RAIL OF THE OVERPASS AND
 JF0963'ABOUT 20 FEET ABOVE INTERSTATE 35W.  SECTION 10, T 21 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0964 ***********************************************************************
 JF0964  DESIGNATION -  35 17 RM 1
 JF0964  PID         -  JF0964
 JF0964  STATE/COUNTY-  KS/MCPHERSON
 JF0964  USGS QUAD   -  MOUNDRIDGE (1978)
 JF0964
 JF0964                         *CURRENT SURVEY CONTROL
 JF0964  ___________________________________________________________________
 JF0964* NAD 83(1986)-  38 14 47.     (N)    097 32 13.     (W)     SCALED    
 JF0964* NAVD 88     -       465.487  (meters)    1527.19   (feet)  ADJUSTED  
 JF0964  ___________________________________________________________________
 JF0964  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 JF0964  DYNAMIC HT  -         465.138 (meters)    1526.04  (feet)  COMP
 JF0964  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 JF0964
 JF0964  VERT ORDER  -  SECOND    CLASS 0
 JF0964
 JF0964.The horizontal coordinates were scaled from a topographic map and have
 JF0964.an estimated accuracy of +/- 6 seconds.
 JF0964
 JF0964.The orthometric height was determined by differential leveling
 JF0964.and adjusted by the National Geodetic Survey in June 1991..
 JF0964
 JF0964.The geoid height was determined by GEOID03.
 JF0964
 JF0964.The dynamic height is computed by dividing the NAVD 88
 JF0964.geopotential number by the normal gravity value computed on the
 JF0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0964.degrees latitude (g = 980.6199 gals.).
 JF0964
 JF0964.The modeled gravity was interpolated from observed gravity values.
 JF0964
 JF0964;                    North         East    Units  Estimated Accuracy
 JF0964;SPC KS S     -   575,760.      484,300.      MT  (+/- 180 meters Scaled)
 JF0964
 JF0964                          SUPERSEDED SURVEY CONTROL
 JF0964
 JF0964  NGVD 29 (??/??/92)  465.327  (m)         1526.66   (f) ADJ UNCH    2 0
 JF0964
 JF0964.Superseded values are not recommended for survey control.
 JF0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0964.See file dsdata.txt to determine how the superseded data were derived.
 JF0964
 JF0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH280341(NAD 83)
 JF0964_MARKER: DR = REFERENCE MARK DISK
 JF0964_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0964_SP_SET: OVERPASS
 JF0964_STAMPING: 35-17 NO 1 1972
 JF0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0964
 JF0964  HISTORY     - Date     Condition        Report By
 JF0964  HISTORY     - 1972     MONUMENTED       NGS
 JF0964
 JF0964                          STATION DESCRIPTION
 JF0964
 JF0964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0964'10.8 MI SE FROM MC PHERSON.
 JF0964'ABOUT 10.8 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0964'HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, CEMENTED IN A
 JF0964'DRILL HOLE IN THE NORTH SIDE OF THE OVERPASS, 109.0 FEET EAST OF THE
 JF0964'WEST END OF THE OVERPASS, 23.51 FEET NORTH OF THE STATION, 13.0
 JF0964'FEET NORTH OF THE CENTER LINE OF THE OVERPASS, 3.4 FEET SOUTH OF
 JF0964'THE NORTH RAIL OF THE OVERPASS AND ABOUT 20 FEET ABOVE THE
 JF0964'INTERSTATE 35W.  SECTION 10, T 21 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0965 ***********************************************************************
 JF0965  DESIGNATION -  35 17 RM 2
 JF0965  PID         -  JF0965
 JF0965  STATE/COUNTY-  KS/MCPHERSON
 JF0965  USGS QUAD   -  MOUNDRIDGE (1978)
 JF0965
 JF0965                         *CURRENT SURVEY CONTROL
 JF0965  ___________________________________________________________________
 JF0965* NAD 83(1986)-  38 14 47.     (N)    097 32 12.     (W)     SCALED    
 JF0965* NAVD 88     -       465.475  (meters)    1527.15   (feet)  ADJUSTED  
 JF0965  ___________________________________________________________________
 JF0965  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 JF0965  DYNAMIC HT  -         465.126 (meters)    1526.00  (feet)  COMP
 JF0965  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 JF0965
 JF0965  VERT ORDER  -  SECOND    CLASS 0
 JF0965
 JF0965.The horizontal coordinates were scaled from a topographic map and have
 JF0965.an estimated accuracy of +/- 6 seconds.
 JF0965
 JF0965.The orthometric height was determined by differential leveling
 JF0965.and adjusted by the National Geodetic Survey in June 1991..
 JF0965
 JF0965.The geoid height was determined by GEOID03.
 JF0965
 JF0965.The dynamic height is computed by dividing the NAVD 88
 JF0965.geopotential number by the normal gravity value computed on the
 JF0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0965.degrees latitude (g = 980.6199 gals.).
 JF0965
 JF0965.The modeled gravity was interpolated from observed gravity values.
 JF0965
 JF0965;                    North         East    Units  Estimated Accuracy
 JF0965;SPC KS S     -   575,760.      484,320.      MT  (+/- 180 meters Scaled)
 JF0965
 JF0965                          SUPERSEDED SURVEY CONTROL
 JF0965
 JF0965  NGVD 29 (??/??/92)  465.315  (m)         1526.62   (f) ADJ UNCH    2 0
 JF0965
 JF0965.Superseded values are not recommended for survey control.
 JF0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0965.See file dsdata.txt to determine how the superseded data were derived.
 JF0965
 JF0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH280341(NAD 83)
 JF0965_MARKER: DR = REFERENCE MARK DISK
 JF0965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0965_SP_SET: OVERPASS
 JF0965_STAMPING: 35-17 NO 2 1972
 JF0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0965
 JF0965  HISTORY     - Date     Condition        Report By
 JF0965  HISTORY     - 1972     MONUMENTED       NGS
 JF0965
 JF0965                          STATION DESCRIPTION
 JF0965
 JF0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0965'10.8 MI SE FROM MC PHERSON.
 JF0965'ABOUT 10.8 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0965'HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, CEMENTED IN A
 JF0965'DRILL HOLE IN THE SOUTH SIDE OF THE OVERPASS, 56.0 FEET EAST OF
 JF0965'THE WEST END OF THE OVERPASS, 22.68 FEET WEST OF THE STATION,
 JF0965'14.0 FEET SOUTH OF THE CENTER LINE OF THE OVERPASS, 2.3 FEET
 JF0965'NORTH OF THE SOUTH RAIL OF THE OVERPASS, AND ABOUT 20 FEET ABOVE
 JF0965'INTERSTATE 35W.  SECTION 10, T 21 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0756 ***********************************************************************
 JF0756  DESIGNATION -  35 18
 JF0756  PID         -  JF0756
 JF0756  STATE/COUNTY-  KS/HARVEY
 JF0756  USGS QUAD   -  HESSTON (1978)
 JF0756
 JF0756                         *CURRENT SURVEY CONTROL
 JF0756  ___________________________________________________________________
 JF0756* NAD 83(1997)-  38 10 24.41155(N)    097 26 42.97755(W)     ADJUSTED  
 JF0756* NAVD 88     -       461.728  (meters)    1514.85   (feet)  ADJUSTED  
 JF0756  ___________________________________________________________________
 JF0756  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 JF0756  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 JF0756  DYNAMIC HT  -         461.375 (meters)    1513.69  (feet)  COMP
 JF0756  MODELED GRAV-     979,851.3   (mgal)                       NAVD 88
 JF0756
 JF0756  HORZ ORDER  -  SECOND
 JF0756  VERT ORDER  -  SECOND    CLASS 0
 JF0756
 JF0756.The horizontal coordinates were established by classical geodetic methods
 JF0756.and adjusted by the National Geodetic Survey in October 1998..
 JF0756
 JF0756.The orthometric height was determined by differential leveling
 JF0756.and adjusted by the National Geodetic Survey in June 1991..
 JF0756
 JF0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0756
 JF0756.The geoid height was determined by GEOID03.
 JF0756
 JF0756.The dynamic height is computed by dividing the NAVD 88
 JF0756.geopotential number by the normal gravity value computed on the
 JF0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0756.degrees latitude (g = 980.6199 gals.).
 JF0756
 JF0756.The modeled gravity was interpolated from observed gravity values.
 JF0756
 JF0756;                    North         East     Units Scale Factor Converg.
 JF0756;SPC KS S     -   567,753.953   492,413.804   MT  0.99994585   +0 38 53.4
 JF0756;UTM  14      - 4,226,201.782   636,182.866   MT  0.99982841   +0 57 39.7
 JF0756
 JF0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0756!SPC KS S     -   0.99993204  x   0.99994585  =   0.99987790
 JF0756!UTM  14      -   0.99993204  x   0.99982841  =   0.99976047
 JF0756
 JF0756:                Primary Azimuth Mark                     Grid Az
 JF0756:SPC KS S     -  HESSTON N MUN TANK                       162 52 29.1
 JF0756:UTM  14      -  HESSTON N MUN TANK                       162 33 42.8
 JF0756
 JF0756|---------------------------------------------------------------------|
 JF0756| PID    Reference Object                     Distance      Geod. Az  |
 JF0756|                                                           dddmmss.s |
 JF0756| JF1539 HESSTON N MUN TANK                  APPROX. 3.4 KM 1633122.5 |
 JF0756| JF1540 HESSTON S MUN TANK                  APPROX. 3.9 KM 1655724.3 |
 JF0756| JF0758 35 18 RM 1                           14.136 METERS 18409     |
 JF0756| JF1541 HESSTON GAS CO MICROWAVE            APPROX. 3.0 KM 1902543.8 |
 JF0756| JF0757 35 18 RM 2                            9.628 METERS 27349     |
 JF0756| JF1552 MOUNDRIDGE SOUTH MUN TANK           APPROX. 7.1 KM 2955608.3 |
 JF0756| JF1551 MOUNDRIDGE NORTH MUN TANK           APPROX. 7.1 KM 3014135.5 |
 JF0756|---------------------------------------------------------------------|
 JF0756
 JF0756                          SUPERSEDED SURVEY CONTROL
 JF0756
 JF0756  NAD 83(1997)-  38 10 24.42150(N)    097 26 42.97794(W) AD(       ) 2
 JF0756  NAD 83(1986)-  38 10 24.42274(N)    097 26 42.97740(W) AD(       ) 2
 JF0756  NAD 27      -  38 10 24.39048(N)    097 26 41.84059(W) AD(       ) 2
 JF0756  NGVD 29 (??/??/92)  461.566  (m)         1514.32   (f) ADJ UNCH    2 0
 JF0756
 JF0756.Superseded values are not recommended for survey control.
 JF0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0756.See file dsdata.txt to determine how the superseded data were derived.
 JF0756
 JF0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH3618326202(NAD 83)
 JF0756_MARKER: DE = TRAVERSE STATION DISK
 JF0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0756_STAMPING: 35-18 1972
 JF0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0756+STABILITY: SURFACE MOTION
 JF0756
 JF0756  HISTORY     - Date     Condition        Report By
 JF0756  HISTORY     - 1972     MONUMENTED       NGS
 JF0756  HISTORY     - 1972     GOOD             NGS
 JF0756
 JF0756                          STATION DESCRIPTION
 JF0756
 JF0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF0756'THE STATION IS ABOUT 2 MILES SOUTH AND 4 MILES EAST OF MOUNDRIDGE,
 JF0756'2 MILES NORTH OF HESSTON, AT THE HARVEY-MC PHERSON COUNTY LINE,
 JF0756'IN THE NORTHWEST 1/4 OF SEC. 4, T 22 S., R. 1 W., AND ON THE
 JF0756'EAST RIGHT-OF-WAY OF A GRAVELED ROAD.
 JF0756'
 JF0756'TO REACH THE STATION FROM THE POST OFFICE IN HESSTON, GO EAST ON
 JF0756'PACIFIC STREET FOR 0.05 MILE TO THE JUNCTION WITH MAIN STREET.
 JF0756'TURN LEFT AND GO NORTH ON MAIN STREET FOR 0.3 MILE TO THE JUNCTION
 JF0756'WITH LINCOLN BOULEVARD.  TURN LEFT AND GO WEST ON LINCOLN
 JF0756'BOULEVARD FOR 0.4 MILE TO THE JUNCTION WITH U.S. HIGHWAY 81.
 JF0756'TURN RIGHT AND GO NORTHWEST ON U.S. HIGHWAY 81 FOR 0.5 MILE TO A
 JF0756'DIAGONAL CROSSROAD.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD
 JF0756'FOR 1.6 MILES TO THE NORTHEAST CORNER OF A CONCRETE BRIDGE OVER
 JF0756'INTERSTATE HIGHWAY 35 W AND THE STATION.
 JF0756'
 JF0756'STATION MARKS ARE STANDARD DISKS, STAMPED 35-18 1972. THE
 JF0756'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JF0756'MONUMENT, THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 19.0 FEET
 JF0756'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 18.0
 JF0756'FEET EAST OF THE CENTER OF THE ROAD AND 3.7 FEET EAST OF A GUARD
 JF0756'RAIL.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 JF0756'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 JF0756'
 JF0756'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35-18 NO 1 1972,
 JF0756'CEMENTED IN A DRILL HOLE ON THE EAST SIDE OF THE BRIDGE.  IT IS
 JF0756'28.0 FEET SOUTH OF THE NORTHEAST CORNER OF THE BRIDGE, 16.0 FEET
 JF0756'WEST OF THE CENTER OF THE BRIDGE AND ABOUT 1 FOOT HIGHER
 JF0756'THAN THE STATION.
 JF0756'
 JF0756'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35-18 NO 2 1972,
 JF0756'CEMENTED IN A DRILL HOLE NEAR THE NORTHWEST CORNER OF THE BRIDGE.
 JF0756'IT IS 12.0 FEET WEST OF THE CENTER OF THE BRIDGE, 2.6 FEET
 JF0756'SOUTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE, 2.0 FEET
 JF0756'EAST OF A GUARD RAIL AND ABOUT 1 FOOT LOWER THAN THE STATION.
 JF0756'
 JF0756'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 JF0756
 JF0756                          STATION RECOVERY (1972)
 JF0756
 JF0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0756'10.5 MI NW FROM NEWTON.
 JF0756'ABOUT 10.50 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM
 JF0756'THE OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, AT A CONCRETE BRIDGE
 JF0756'NUMBER 20.83 OVER INTERSTATE HIGHWAY 35 W.  IT IS 19.0 FEET
 JF0756'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 18.0 FEET
 JF0756'EAST OF THE CENTER OF THE ROAD AND 3.7 FEET EAST OF A GUARD RAIL,
 JF0756'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 1 INCH.  SECTION 4,
 JF0756'T 22 S, R 1 W.  NOTE-- THE STATION CAN ALSO BE REACHED BY GOING
 JF0756'18.15 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35 W FROM THE
 JF0756'HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0758 ***********************************************************************
 JF0758  DESIGNATION -  35 18 RM 1
 JF0758  PID         -  JF0758
 JF0758  STATE/COUNTY-  KS/HARVEY
 JF0758  USGS QUAD   -  HESSTON (1978)
 JF0758
 JF0758                         *CURRENT SURVEY CONTROL
 JF0758  ___________________________________________________________________
 JF0758* NAD 83(1986)-  38 10 25.     (N)    097 26 44.     (W)     SCALED    
 JF0758* NAVD 88     -       462.270  (meters)    1516.63   (feet)  ADJUSTED  
 JF0758  ___________________________________________________________________
 JF0758  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 JF0758  DYNAMIC HT  -         461.917 (meters)    1515.47  (feet)  COMP
 JF0758  MODELED GRAV-     979,851.3   (mgal)                       NAVD 88
 JF0758
 JF0758  VERT ORDER  -  SECOND    CLASS 0
 JF0758
 JF0758.The horizontal coordinates were scaled from a topographic map and have
 JF0758.an estimated accuracy of +/- 6 seconds.
 JF0758
 JF0758.The orthometric height was determined by differential leveling
 JF0758.and adjusted by the National Geodetic Survey in June 1991..
 JF0758
 JF0758.The geoid height was determined by GEOID03.
 JF0758
 JF0758.The dynamic height is computed by dividing the NAVD 88
 JF0758.geopotential number by the normal gravity value computed on the
 JF0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0758.degrees latitude (g = 980.6199 gals.).
 JF0758
 JF0758.The modeled gravity was interpolated from observed gravity values.
 JF0758
 JF0758;                    North         East    Units  Estimated Accuracy
 JF0758;SPC KS S     -   567,770.      492,390.      MT  (+/- 180 meters Scaled)
 JF0758
 JF0758                          SUPERSEDED SURVEY CONTROL
 JF0758
 JF0758  NGVD 29 (??/??/92)  462.108  (m)         1516.10   (f) ADJ UNCH    2 0
 JF0758
 JF0758.Superseded values are not recommended for survey control.
 JF0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0758.See file dsdata.txt to determine how the superseded data were derived.
 JF0758
 JF0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH361262(NAD 83)
 JF0758_MARKER: DR = REFERENCE MARK DISK
 JF0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0758_SP_SET: BRIDGE
 JF0758_STAMPING: 35-18 NO 1 1972
 JF0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0758
 JF0758  HISTORY     - Date     Condition        Report By
 JF0758  HISTORY     - 1972     MONUMENTED       NGS
 JF0758
 JF0758                          STATION DESCRIPTION
 JF0758
 JF0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0758'10.5 MI NW FROM NEWTON.
 JF0758'ABOUT 10.50 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM
 JF0758'THE OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, CEMENTED IN A DRILL
 JF0758'HOLE ON THE EAST SIDE OF BRIDGE NUMBER 20.83 OVER INTERSTATE
 JF0758'HIGHWAY 35 W.  IT IS 28.0 FEET SOUTH OF THE NORTHEAST CORNER OF
 JF0758'THE BRIDGE, 16.0 FEET WEST OF THE CENTER OF THE BRIDGE AND ABOUT
 JF0758'1 FOOT HIGHER THAN THE STATION.  SECTION 4, T 22 S, R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0757 ***********************************************************************
 JF0757  DESIGNATION -  35 18 RM 2
 JF0757  PID         -  JF0757
 JF0757  STATE/COUNTY-  KS/HARVEY
 JF0757  USGS QUAD   -  HESSTON (1978)
 JF0757
 JF0757                         *CURRENT SURVEY CONTROL
 JF0757  ___________________________________________________________________
 JF0757* NAD 83(1986)-  38 10 25.     (N)    097 26 44.     (W)     SCALED    
 JF0757* NAVD 88     -       461.689  (meters)    1514.72   (feet)  ADJUSTED  
 JF0757  ___________________________________________________________________
 JF0757  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 JF0757  DYNAMIC HT  -         461.336 (meters)    1513.57  (feet)  COMP
 JF0757  MODELED GRAV-     979,851.3   (mgal)                       NAVD 88
 JF0757
 JF0757  VERT ORDER  -  SECOND    CLASS 0
 JF0757
 JF0757.The horizontal coordinates were scaled from a topographic map and have
 JF0757.an estimated accuracy of +/- 6 seconds.
 JF0757
 JF0757.The orthometric height was determined by differential leveling
 JF0757.and adjusted by the National Geodetic Survey in June 1991..
 JF0757
 JF0757.The geoid height was determined by GEOID03.
 JF0757
 JF0757.The dynamic height is computed by dividing the NAVD 88
 JF0757.geopotential number by the normal gravity value computed on the
 JF0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0757.degrees latitude (g = 980.6199 gals.).
 JF0757
 JF0757.The modeled gravity was interpolated from observed gravity values.
 JF0757
 JF0757;                    North         East    Units  Estimated Accuracy
 JF0757;SPC KS S     -   567,770.      492,390.      MT  (+/- 180 meters Scaled)
 JF0757
 JF0757                          SUPERSEDED SURVEY CONTROL
 JF0757
 JF0757  NGVD 29 (??/??/92)  461.527  (m)         1514.19   (f) ADJ UNCH    2 0
 JF0757
 JF0757.Superseded values are not recommended for survey control.
 JF0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0757.See file dsdata.txt to determine how the superseded data were derived.
 JF0757
 JF0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH361262(NAD 83)
 JF0757_MARKER: DR = REFERENCE MARK DISK
 JF0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0757_SP_SET: BRIDGE
 JF0757_STAMPING: 35-18 NO 2 1972
 JF0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0757
 JF0757  HISTORY     - Date     Condition        Report By
 JF0757  HISTORY     - 1972     MONUMENTED       NGS
 JF0757
 JF0757                          STATION DESCRIPTION
 JF0757
 JF0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0757'10.5 MI NW FROM NEWTON.
 JF0757'ABOUT 10.50 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM
 JF0757'THE OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, CEMENTED IN A DRILL
 JF0757'HOLE NEAR THE NORTHWEST CORNER OF BRIDGE NUMBER 20.83 OVER
 JF0757'INTERSTATE HIGHWAY 35 W.  IT IS 12.0 WEST OF THE CENTER OF
 JF0757'THE BRIDGE, 2.6 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 JF0757'BRIDGE, 2.0 FEET EAST OF A GUARD RAIL AND ABOUT 1 FOOT LOWER
 JF0757'THAN THE STATION.  SECTION 4, T 22 S, R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0762 ***********************************************************************
 JF0762  DESIGNATION -  35 19
 JF0762  PID         -  JF0762
 JF0762  STATE/COUNTY-  KS/HARVEY
 JF0762  USGS QUAD   -  HESSTON (1978)
 JF0762
 JF0762                         *CURRENT SURVEY CONTROL
 JF0762  ___________________________________________________________________
 JF0762* NAD 83(1997)-  38 08 41.69289(N)    097 25 04.39976(W)     ADJUSTED  
 JF0762* NAVD 88     -       455.239  (meters)    1493.56   (feet)  ADJUSTED  
 JF0762  ___________________________________________________________________
 JF0762  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JF0762  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 JF0762  DYNAMIC HT  -         454.890 (meters)    1492.42  (feet)  COMP
 JF0762  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 JF0762
 JF0762  HORZ ORDER  -  SECOND
 JF0762  VERT ORDER  -  SECOND    CLASS 0
 JF0762
 JF0762.The horizontal coordinates were established by classical geodetic methods
 JF0762.and adjusted by the National Geodetic Survey in October 1998..
 JF0762
 JF0762.The orthometric height was determined by differential leveling
 JF0762.and adjusted by the National Geodetic Survey in June 1991..
 JF0762
 JF0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0762
 JF0762.The geoid height was determined by GEOID03.
 JF0762
 JF0762.The dynamic height is computed by dividing the NAVD 88
 JF0762.geopotential number by the normal gravity value computed on the
 JF0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0762.degrees latitude (g = 980.6199 gals.).
 JF0762
 JF0762.The modeled gravity was interpolated from observed gravity values.
 JF0762
 JF0762;                    North         East     Units Scale Factor Converg.
 JF0762;SPC KS S     -   564,614.690   494,849.688   MT  0.99994376   +0 39 54.0
 JF0762;UTM  14      - 4,223,076.208   638,635.567   MT  0.99983671   +0 58 38.5
 JF0762
 JF0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0762!SPC KS S     -   0.99993307  x   0.99994376  =   0.99987683
 JF0762!UTM  14      -   0.99993307  x   0.99983671  =   0.99976979
 JF0762
 JF0762|---------------------------------------------------------------------|
 JF0762| PID    Reference Object                     Distance      Geod. Az  |
 JF0762|                                                           dddmmss.s |
 JF0762| JF0761 35 19 RM 1                           15.130 METERS 00145     |
 JF0762| JF0763 35 19 RM 2                           17.723 METERS 09713     |
 JF0762| JF1540 HESSTON S MUN TANK                  APPROX. 1.6 KM 2471034.7 |
 JF0762| JF1539 HESSTON N MUN TANK                  APPROX. 1.4 KM 2664008.6 |
 JF0762| JF1541 HESSTON GAS CO MICROWAVE            APPROX. 3.0 KM 2732951.8 |
 JF0762|---------------------------------------------------------------------|
 JF0762
 JF0762                          SUPERSEDED SURVEY CONTROL
 JF0762
 JF0762  NAD 83(1997)-  38 08 41.70261(N)    097 25 04.40013(W) AD(       ) 2
 JF0762  NAD 83(1986)-  38 08 41.70426(N)    097 25 04.39938(W) AD(       ) 2
 JF0762  NAD 27      -  38 08 41.67147(N)    097 25 03.26452(W) AD(       ) 2
 JF0762  NGVD 29 (??/??/92)  455.076  (m)         1493.03   (f) ADJ UNCH    2 0
 JF0762
 JF0762.Superseded values are not recommended for survey control.
 JF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0762.See file dsdata.txt to determine how the superseded data were derived.
 JF0762
 JF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH3863623076(NAD 83)
 JF0762_MARKER: DE = TRAVERSE STATION DISK
 JF0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0762_SP_SET: BRIDGE
 JF0762_STAMPING: 35-19 1972
 JF0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0762
 JF0762  HISTORY     - Date     Condition        Report By
 JF0762  HISTORY     - 1972     MONUMENTED       NGS
 JF0762  HISTORY     - 1972     GOOD             NGS
 JF0762
 JF0762                          STATION DESCRIPTION
 JF0762
 JF0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF0762'THE STATION IS ABOUT 6-1/2 MILES NORTH AND 4 MILES WEST OF
 JF0762'NEWTON, 4 MILES SOUTH AND 5-1/2 MILES EAST OF MOUND RIDGE,
 JF0762'1/2 MILE EAST OF HESSTON, ON THE RIGHT-OF-WAY OF INTERSTATE
 JF0762'HIGHWAY 35 W AND NEAR THE CENTER OF THE SOUTH BOUNDRY OF SECTION
 JF0762'10, T 22 S, R 1 W.
 JF0762'
 JF0762'TO REACH THE STATION FROM THE POST OFFICE IN HESSTON, GO EAST
 JF0762'ON PACIFIC STREET FOR 0.05 MILE TO THE JUNCTION OF MAIN STREET.
 JF0762'TURN LEFT AND GO NORTH ON MAIN STREET FOR 0.3 MILE TO A T ROAD,
 JF0762'LINCOLN BOULEVARD.  TURN RIGHT AND GO EAST ON LINCOLN BOULEVARD
 JF0762'FOR 0.8 MILE TO THE OVERHEAD BRIDGE OF THE SOUTH BOUND LANE
 JF0762'OF INTERSTATE HIGHWAY 35 W AND THE STATION ON THE NORTHWEST END
 JF0762'OF THE CONCRETE BRIDGE.
 JF0762'
 JF0762'THE STATION MARK IS A STANDARD DISK, STAMPED 35-19 1972, CEMENTED
 JF0762'IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE BRIDGE.  IT IS
 JF0762'19 FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE, 8.7
 JF0762'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE AND 3.5
 JF0762'FEET NORTHEAST OF THE BRIDGE RAIL.
 JF0762'
 JF0762'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35-19 NO 1 1972,
 JF0762'THAT CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB.  IT IS
 JF0762'66.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE BRIDGE, 47
 JF0762'FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE,
 JF0762'16 FEET NORTHEAST OF THE CENTER OF THE SOUTH BOUND LANE AND
 JF0762'ABOUT THE SAME ELEVATION AS THE STATION.
 JF0762'
 JF0762'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35-19 NO 2 1972,
 JF0762'THAT IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 JF0762'BRIDGE.  IT IS 18 FEET NORTHEAST OF THE CENTER OF THE SOUTH BOUND
 JF0762'LANE, 13.7 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE,
 JF0762'1 FOOT SOUTHWEST OF THE BRIDGE RAIL AND ABOUT THE SAME ELEVATION
 JF0762'AS THE STATION.
 JF0762
 JF0762                          STATION RECOVERY (1972)
 JF0762
 JF0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0762'8 MI NW FROM NEWTON.
 JF0762'ABOUT 8.05 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM
 JF0762'THE OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, CEMENTED IN A DRILL
 JF0762'HOLE IN THE NORTHWEST CORNER OF BRIDGE NUMBER 18.26, 58.15 FEET
 JF0762'WEST OF RM 2, 49.64 FEET SOUTH OF RM 1, 19 FEET SOUTHWEST OF THE
 JF0762'CENTER OF THE SOUTH BOUND LANE, 8.7 FEET SOUTHEAST OF THE NORTHWEST
 JF0762'CORNER OF THE BRIDGE AND 3.5 FEET NORTHEAST OF THE BRIDGE RAIL.
 JF0762'SECTION 10, T 22 S, R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0761 ***********************************************************************
 JF0761  DESIGNATION -  35 19 RM 1
 JF0761  PID         -  JF0761
 JF0761  STATE/COUNTY-  KS/HARVEY
 JF0761  USGS QUAD   -  HESSTON (1978)
 JF0761
 JF0761                         *CURRENT SURVEY CONTROL
 JF0761  ___________________________________________________________________
 JF0761* NAD 83(1986)-  38 08 43.     (N)    097 25 06.     (W)     SCALED    
 JF0761* NAVD 88     -       455.369  (meters)    1493.99   (feet)  ADJUSTED  
 JF0761  ___________________________________________________________________
 JF0761  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 JF0761  DYNAMIC HT  -         455.020 (meters)    1492.84  (feet)  COMP
 JF0761  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 JF0761
 JF0761  VERT ORDER  -  SECOND    CLASS 0
 JF0761
 JF0761.The horizontal coordinates were scaled from a topographic map and have
 JF0761.an estimated accuracy of +/- 6 seconds.
 JF0761
 JF0761.The orthometric height was determined by differential leveling
 JF0761.and adjusted by the National Geodetic Survey in June 1991..
 JF0761
 JF0761.The geoid height was determined by GEOID03.
 JF0761
 JF0761.The dynamic height is computed by dividing the NAVD 88
 JF0761.geopotential number by the normal gravity value computed on the
 JF0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0761.degrees latitude (g = 980.6199 gals.).
 JF0761
 JF0761.The modeled gravity was interpolated from observed gravity values.
 JF0761
 JF0761;                    North         East    Units  Estimated Accuracy
 JF0761;SPC KS S     -   564,660.      494,810.      MT  (+/- 180 meters Scaled)
 JF0761
 JF0761                          SUPERSEDED SURVEY CONTROL
 JF0761
 JF0761  NGVD 29 (??/??/92)  455.206  (m)         1493.45   (f) ADJ UNCH    2 0
 JF0761
 JF0761.Superseded values are not recommended for survey control.
 JF0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0761.See file dsdata.txt to determine how the superseded data were derived.
 JF0761
 JF0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH385231(NAD 83)
 JF0761_MARKER: DR = REFERENCE MARK DISK
 JF0761_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0761_SP_SET: CURB
 JF0761_STAMPING: 35-19 NO 1 1972
 JF0761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0761
 JF0761  HISTORY     - Date     Condition        Report By
 JF0761  HISTORY     - 1972     MONUMENTED       NGS
 JF0761
 JF0761                          STATION DESCRIPTION
 JF0761
 JF0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0761'8 MI NW FROM NEWTON.
 JF0761'ABOUT 8.05 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM
 JF0761'THE OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, CEMENTED IN A DRILL
 JF0761'HOLE IN THE CONCRETE CURB.  IT IS 66.4 FEET NORTHWEST OF THE
 JF0761'NORTHEAST CORNER OF THE BRIDGE, 49.64 FEET NORTH OF THE STATION,
 JF0761'47 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE,
 JF0761'16 FEET NORTHEAST OF THE CENTER OF THE SOUTH BOUND LANE AND ABOUT
 JF0761'THE SAME ELEVATION AS THE STATION.  SECTION 10, T 22 S, R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0763 ***********************************************************************
 JF0763  DESIGNATION -  35 19 RM 2
 JF0763  PID         -  JF0763
 JF0763  STATE/COUNTY-  KS/HARVEY
 JF0763  USGS QUAD   -  HESSTON (1978)
 JF0763
 JF0763                         *CURRENT SURVEY CONTROL
 JF0763  ___________________________________________________________________
 JF0763* NAD 83(1986)-  38 08 43.     (N)    097 25 00.     (W)     SCALED    
 JF0763* NAVD 88     -       455.128  (meters)    1493.20   (feet)  ADJUSTED  
 JF0763  ___________________________________________________________________
 JF0763  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 JF0763  DYNAMIC HT  -         454.779 (meters)    1492.05  (feet)  COMP
 JF0763  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 JF0763
 JF0763  VERT ORDER  -  SECOND    CLASS 0
 JF0763
 JF0763.The horizontal coordinates were scaled from a topographic map and have
 JF0763.an estimated accuracy of +/- 6 seconds.
 JF0763
 JF0763.The orthometric height was determined by differential leveling
 JF0763.and adjusted by the National Geodetic Survey in June 1991..
 JF0763
 JF0763.The geoid height was determined by GEOID03.
 JF0763
 JF0763.The dynamic height is computed by dividing the NAVD 88
 JF0763.geopotential number by the normal gravity value computed on the
 JF0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0763.degrees latitude (g = 980.6199 gals.).
 JF0763
 JF0763.The modeled gravity was interpolated from observed gravity values.
 JF0763
 JF0763;                    North         East    Units  Estimated Accuracy
 JF0763;SPC KS S     -   564,660.      494,960.      MT  (+/- 180 meters Scaled)
 JF0763
 JF0763                          SUPERSEDED SURVEY CONTROL
 JF0763
 JF0763  NGVD 29 (??/??/92)  454.965  (m)         1492.66   (f) ADJ UNCH    2 0
 JF0763
 JF0763.Superseded values are not recommended for survey control.
 JF0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0763.See file dsdata.txt to determine how the superseded data were derived.
 JF0763
 JF0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH387231(NAD 83)
 JF0763_MARKER: DR = REFERENCE MARK DISK
 JF0763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0763_SP_SET: BRIDGE
 JF0763_STAMPING: 35-19 NO 2 1972
 JF0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0763
 JF0763  HISTORY     - Date     Condition        Report By
 JF0763  HISTORY     - 1972     MONUMENTED       NGS
 JF0763
 JF0763                          STATION DESCRIPTION
 JF0763
 JF0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0763'8 MI NW FROM NEWTON.
 JF0763'ABOUT 8.05 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM THE
 JF0763'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, CEMENTED IN A DRILL
 JF0763'HOLE IN THE NORTHEAST CORNER OF THE BRIDGE.  IT IS 58.15 FEET
 JF0763'EAST OF THE STATION, 18 FEET NORTHEAST OF THE CENTER OF THE SOUTH
 JF0763'BOUND LANE, 13.7 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 JF0763'BRIDGE, 1 FOOT SOUTHWEST OF THE BRIDGE RAIL AND ABOUT THE SAME
 JF0763'ELEVATION AS THE STATION.  SECTION 10, T 22 S, R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0768 ***********************************************************************
 JF0768  DESIGNATION -  35 20
 JF0768  PID         -  JF0768
 JF0768  STATE/COUNTY-  KS/HARVEY
 JF0768  USGS QUAD   -  NEWTON (1989)
 JF0768
 JF0768                         *CURRENT SURVEY CONTROL
 JF0768  ___________________________________________________________________
 JF0768* NAD 83(1997)-  38 06 06.67028(N)    097 22 19.94738(W)     ADJUSTED  
 JF0768* NAVD 88     -       455.852  (meters)    1495.57   (feet)  ADJUSTED  
 JF0768  ___________________________________________________________________
 JF0768  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 JF0768  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 JF0768  DYNAMIC HT  -         455.501 (meters)    1494.42  (feet)  COMP
 JF0768  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 JF0768
 JF0768  HORZ ORDER  -  FIRST
 JF0768  VERT ORDER  -  SECOND    CLASS 0
 JF0768
 JF0768.The horizontal coordinates were established by classical geodetic methods
 JF0768.and adjusted by the National Geodetic Survey in October 1998..
 JF0768
 JF0768.The orthometric height was determined by differential leveling
 JF0768.and adjusted by the National Geodetic Survey in June 1991..
 JF0768
 JF0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0768
 JF0768.The geoid height was determined by GEOID03.
 JF0768
 JF0768.The dynamic height is computed by dividing the NAVD 88
 JF0768.geopotential number by the normal gravity value computed on the
 JF0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0768.degrees latitude (g = 980.6199 gals.).
 JF0768
 JF0768.The modeled gravity was interpolated from observed gravity values.
 JF0768
 JF0768;                    North         East     Units Scale Factor Converg.
 JF0768;SPC KS S     -   559,882.956   498,911.380   MT  0.99994107   +0 41 35.0
 JF0768;UTM  14      - 4,218,367.123   642,722.559   MT  0.99985088   +1 00 16.6
 JF0768
 JF0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0768!SPC KS S     -   0.99993299  x   0.99994107  =   0.99987406
 JF0768!UTM  14      -   0.99993299  x   0.99985088  =   0.99978388
 JF0768
 JF0768|---------------------------------------------------------------------|
 JF0768| PID    Reference Object                     Distance      Geod. Az  |
 JF0768|                                                           dddmmss.s |
 JF0768| JF0769 35 20 RM 1                           15.034 METERS 06143     |
 JF0768| JF1527 WALTON PANHANDLE E PIPE MICROWAVE M APPROX.11.7 KM 0740339.3 |
 JF0768| JF1529 WALTON MUN TANK                     APPROX.10.3 KM 0810111.4 |
 JF0768| JF0770 35 20 RM 2                           17.692 METERS 13135     |
 JF0768| JF1531 NEWTON SE MUN TANK                  APPROX. 8.2 KM 1451428.4 |
 JF0768| JF1535 NEWTON NW MUN TANK                  APPROX. 4.4 KM 1664140.7 |
 JF0768| JF1536 NEWTON RAD STA KJRG MAST            APPROX. 6.4 KM 1803355.5 |
 JF0768| JF1541 HESSTON GAS CO MICROWAVE            APPROX. 8.5 KM 3053039.8 |
 JF0768|---------------------------------------------------------------------|
 JF0768
 JF0768                          SUPERSEDED SURVEY CONTROL
 JF0768
 JF0768  NAD 83(1997)-  38 06 06.67979(N)    097 22 19.94764(W) AD(       ) 1
 JF0768  NAD 83(1986)-  38 06 06.68180(N)    097 22 19.94683(W) AD(       ) 1
 JF0768  NAD 27      -  38 06 06.64652(N)    097 22 18.81769(W) AD(       ) 1
 JF0768  NGVD 29 (??/??/92)  455.688  (m)         1495.04   (f) ADJ UNCH    2 0
 JF0768
 JF0768.Superseded values are not recommended for survey control.
 JF0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0768.See file dsdata.txt to determine how the superseded data were derived.
 JF0768
 JF0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4272318367(NAD 83)
 JF0768_MARKER: DE = TRAVERSE STATION DISK
 JF0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0768_STAMPING: 35-20 1972
 JF0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0768+STABILITY: SURFACE MOTION
 JF0768
 JF0768  HISTORY     - Date     Condition        Report By
 JF0768  HISTORY     - 1972     MONUMENTED       NGS
 JF0768  HISTORY     - 1972     GOOD             NGS
 JF0768
 JF0768                          STATION DESCRIPTION
 JF0768
 JF0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF0768'THE STATION IS ABOUT 3 MILES SOUTH AND 3 MILES EAST OF HESSTON,
 JF0768'4 MILES NORTH AND 2 MILES WEST OF NEWTON, IN THE SOUTHEAST
 JF0768'1/4 OF SEC. 25, T. 22 S., R. 1 W., AND ON THE WEST RIGHT-OF-WAY
 JF0768'OF INTERSTATE HIGHWAY 35 W.
 JF0768'
 JF0768'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 165
 JF0768'AND INTERSTATE HIGHWAY 35 W, ABOUT 1-1/2 MILES EAST OF HESSTON,
 JF0768'GO SOUTHEAST ON INTERSTATE HIGHWAY 35 W FOR 3.25 MILES TO BENCH
 JF0768'MARK T 347 ON THE LEFT.  CONTINUE SOUTHEAST ON INTERSTATE HIGHWAY
 JF0768'35 W FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 JF0768'
 JF0768'STATION MARKS ARE STANDARD DISKS, STAMPED 35-20 1972.  THE
 JF0768'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF0768'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 29.0
 JF0768'FEET SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 JF0768'INTERSTATE HIGHWAY 35 W, 6.5 FEET SOUTHWEST OF A METAL GUARD
 JF0768'RAIL AND 5.9 FEET SOUTH-SOUTHEAST OF THE EAST ONE OF TWO
 JF0768'METAL SIGN POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 JF0768'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 JF0768'
 JF0768'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35-20 NO 1 1972,
 JF0768'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 JF0768'BRIDGE NUMBERED 35 W-40 14.39 1970.  IT IS 18.7 FEET NORTHEAST
 JF0768'OF THE CENTER OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 W
 JF0768'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 JF0768'
 JF0768'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35-20 NO 2 1972,
 JF0768'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE
 JF0768'BRIDGE NUMBERED 35 W-40 14.39 1970.  IT IS 23.4 FEET SOUTHWEST
 JF0768'OF THE CENTER OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35
 JF0768'W AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 JF0768'
 JF0768'BENCH MARK T 347 IS A STANDARD DISK, STAMPED T 347 1972,
 JF0768'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 JF0768'BRIDGE NUMBERED 35 W-40 14.92 1970.  IT IS 19.7 FEET SOUTHWEST OF
 JF0768'THE CENTER OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 W.
 JF0768'
 JF0768'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 JF0768
 JF0768                          STATION RECOVERY (1972)
 JF0768
 JF0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0768'4.2 MI NW FROM NEWTON.
 JF0768'ABOUT 4.2 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM THE
 JF0768'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON.  IT IS 29.0 FEET SOUTHWEST
 JF0768'OF THE CENTER LINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 6.5
 JF0768'FEET SOUTHWEST OF A METAL GUARD RAIL, 5.9 FEET SOUTH-SOUTHEAST
 JF0768'OF THE EAST ONE OF TWO METAL SIGN POST, SET IN THE TOP OF A CONCRETE
 JF0768'POST FLUSH WITH THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JF0768'SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 W.  SECTION 25, T 22 S,
 JF0768'R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0769 ***********************************************************************
 JF0769  DESIGNATION -  35 20 RM 1
 JF0769  PID         -  JF0769
 JF0769  STATE/COUNTY-  KS/HARVEY
 JF0769  USGS QUAD   -  NEWTON (1989)
 JF0769
 JF0769                         *CURRENT SURVEY CONTROL
 JF0769  ___________________________________________________________________
 JF0769* NAD 83(1986)-  38 06 05.     (N)    097 22 19.     (W)     SCALED    
 JF0769* NAVD 88     -       456.234  (meters)    1496.83   (feet)  ADJUSTED  
 JF0769  ___________________________________________________________________
 JF0769  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 JF0769  DYNAMIC HT  -         455.883 (meters)    1495.68  (feet)  COMP
 JF0769  MODELED GRAV-     979,845.1   (mgal)                       NAVD 88
 JF0769
 JF0769  VERT ORDER  -  SECOND    CLASS 0
 JF0769
 JF0769.The horizontal coordinates were scaled from a topographic map and have
 JF0769.an estimated accuracy of +/- 6 seconds.
 JF0769
 JF0769.The orthometric height was determined by differential leveling
 JF0769.and adjusted by the National Geodetic Survey in June 1991..
 JF0769
 JF0769.The geoid height was determined by GEOID03.
 JF0769
 JF0769.The dynamic height is computed by dividing the NAVD 88
 JF0769.geopotential number by the normal gravity value computed on the
 JF0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0769.degrees latitude (g = 980.6199 gals.).
 JF0769
 JF0769.The modeled gravity was interpolated from observed gravity values.
 JF0769
 JF0769;                    North         East    Units  Estimated Accuracy
 JF0769;SPC KS S     -   559,830.      498,940.      MT  (+/- 180 meters Scaled)
 JF0769
 JF0769                          SUPERSEDED SURVEY CONTROL
 JF0769
 JF0769  NGVD 29 (??/??/92)  456.070  (m)         1496.29   (f) ADJ UNCH    2 0
 JF0769
 JF0769.Superseded values are not recommended for survey control.
 JF0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0769.See file dsdata.txt to determine how the superseded data were derived.
 JF0769
 JF0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH427183(NAD 83)
 JF0769_MARKER: DR = REFERENCE MARK DISK
 JF0769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0769_SP_SET: BRIDGE
 JF0769_STAMPING: 35-20 NO 1 1972
 JF0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0769
 JF0769  HISTORY     - Date     Condition        Report By
 JF0769  HISTORY     - 1972     MONUMENTED       NGS
 JF0769
 JF0769                          STATION DESCRIPTION
 JF0769
 JF0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0769'4.2 MI NW FROM NEWTON.
 JF0769'ABOUT 4.2 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM THE
 JF0769'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, CEMENTED IN A DRILL HOLE
 JF0769'IN THE NORTHEAST CORNER OF A CONCRETE BRIDGE NUMBER 14.39, 49.33
 JF0769'FEET EAST-NORTHEAST OF THE STATION, 18.7 FEET NORTHEAST OF THE
 JF0769'CENTER LINE OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35
 JF0769'W. AND ABOUT 1 FOOT HIGHER THAN THE STATION.  SECTION 25, T 22 S,
 JF0769'R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0770 ***********************************************************************
 JF0770  DESIGNATION -  35 20 RM 2
 JF0770  PID         -  JF0770
 JF0770  STATE/COUNTY-  KS/HARVEY
 JF0770  USGS QUAD   -  NEWTON (1989)
 JF0770
 JF0770                         *CURRENT SURVEY CONTROL
 JF0770  ___________________________________________________________________
 JF0770* NAD 83(1986)-  38 06 05.     (N)    097 22 18.     (W)     SCALED    
 JF0770* NAVD 88     -       456.074  (meters)    1496.30   (feet)  ADJUSTED  
 JF0770  ___________________________________________________________________
 JF0770  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 JF0770  DYNAMIC HT  -         455.723 (meters)    1495.15  (feet)  COMP
 JF0770  MODELED GRAV-     979,845.1   (mgal)                       NAVD 88
 JF0770
 JF0770  VERT ORDER  -  SECOND    CLASS 0
 JF0770
 JF0770.The horizontal coordinates were scaled from a topographic map and have
 JF0770.an estimated accuracy of +/- 6 seconds.
 JF0770
 JF0770.The orthometric height was determined by differential leveling
 JF0770.and adjusted by the National Geodetic Survey in June 1991..
 JF0770
 JF0770.The geoid height was determined by GEOID03.
 JF0770
 JF0770.The dynamic height is computed by dividing the NAVD 88
 JF0770.geopotential number by the normal gravity value computed on the
 JF0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0770.degrees latitude (g = 980.6199 gals.).
 JF0770
 JF0770.The modeled gravity was interpolated from observed gravity values.
 JF0770
 JF0770;                    North         East    Units  Estimated Accuracy
 JF0770;SPC KS S     -   559,830.      498,960.      MT  (+/- 180 meters Scaled)
 JF0770
 JF0770                          SUPERSEDED SURVEY CONTROL
 JF0770
 JF0770  NGVD 29 (??/??/92)  455.910  (m)         1495.76   (f) ADJ UNCH    2 0
 JF0770
 JF0770.Superseded values are not recommended for survey control.
 JF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0770.See file dsdata.txt to determine how the superseded data were derived.
 JF0770
 JF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH427183(NAD 83)
 JF0770_MARKER: DR = REFERENCE MARK DISK
 JF0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0770_SP_SET: BRIDGE
 JF0770_STAMPING: 35-20 NO 2 1972
 JF0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0770
 JF0770  HISTORY     - Date     Condition        Report By
 JF0770  HISTORY     - 1972     MONUMENTED       NGS
 JF0770
 JF0770                          STATION DESCRIPTION
 JF0770
 JF0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0770'4.2 MI NW FROM NEWTON.
 JF0770'ABOUT 4.2 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM THE
 JF0770'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, CEMENTED IN A DRILL HOLE
 JF0770'IN THE NORTHWEST CORNER OF THE CONCRETE BRIDGE NUMBER 14.39.
 JF0770'IT IS 58.05 FEET SOUTHEAST OF THE STATION, 23.4 FEET SOUTHWEST
 JF0770'OF THE CENTER LINE OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35
 JF0770'W AND ABOUT 1 FOOT HIGHER THAN THE STATION.  SECTION 25, T 22 S,
 JF0770'R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0511 ***********************************************************************
 HF0511  DESIGNATION -  35 21
 HF0511  PID         -  HF0511
 HF0511  STATE/COUNTY-  KS/HARVEY
 HF0511  USGS QUAD   -  SEDGWICK NE (1978)
 HF0511
 HF0511                         *CURRENT SURVEY CONTROL
 HF0511  ___________________________________________________________________
 HF0511* NAD 83(1997)-  37 59 57.06527(N)    097 19 43.26662(W)     ADJUSTED  
 HF0511* NAVD 88     -       451.920  (meters)    1482.67   (feet)  ADJUSTED  
 HF0511  ___________________________________________________________________
 HF0511  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HF0511  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF0511  DYNAMIC HT  -         451.572 (meters)    1481.53  (feet)  COMP
 HF0511  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 HF0511
 HF0511  HORZ ORDER  -  FIRST
 HF0511  VERT ORDER  -  SECOND    CLASS 0
 HF0511
 HF0511.The horizontal coordinates were established by classical geodetic methods
 HF0511.and adjusted by the National Geodetic Survey in October 1998..
 HF0511
 HF0511.The orthometric height was determined by differential leveling
 HF0511.and adjusted by the National Geodetic Survey in June 1991..
 HF0511
 HF0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0511
 HF0511.The geoid height was determined by GEOID03.
 HF0511
 HF0511.The dynamic height is computed by dividing the NAVD 88
 HF0511.geopotential number by the normal gravity value computed on the
 HF0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0511.degrees latitude (g = 980.6199 gals.).
 HF0511
 HF0511.The modeled gravity was interpolated from observed gravity values.
 HF0511
 HF0511;                    North         East     Units Scale Factor Converg.
 HF0511;SPC KS S     -   548,535.725   502,871.408   MT  0.99993693   +0 43 11.3
 HF0511;UTM  14      - 4,207,042.430   646,743.688   MT  0.99986522   +1 01 44.9
 HF0511
 HF0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0511!SPC KS S     -   0.99993361  x   0.99993693  =   0.99987055
 HF0511!UTM  14      -   0.99993361  x   0.99986522  =   0.99979884
 HF0511
 HF0511:                Primary Azimuth Mark                     Grid Az
 HF0511:SPC KS S     -  NEWTON SE MUN TANK                       010 03 52.2
 HF0511:UTM  14      -  NEWTON SE MUN TANK                       009 45 18.6
 HF0511
 HF0511|---------------------------------------------------------------------|
 HF0511| PID    Reference Object                     Distance      Geod. Az  |
 HF0511|                                                           dddmmss.s |
 HF0511| JF1531 NEWTON SE MUN TANK                  APPROX. 4.7 KM 0104703.5 |
 HF0511| CL3711 35 21 RM 2                           13.185 METERS 08412     |
 HF0511| JF1535 NEWTON NW MUN TANK                  APPROX. 7.6 KM 3382610.0 |
 HF0511| JF1534 NEWTON ST MARYS CATH CH CROSS       APPROX. 6.1 KM 3462826.9 |
 HF0511| JF1533 NEWTON SANTE FE RR MICROWAVE TOWER  APPROX. 5.6 KM 3473907.5 |
 HF0511| JF1532 NEWTON MUN STANDPIPE                APPROX. 6.5 KM 3515858.8 |
 HF0511| CL3710 35 21 RM 1                           10.459 METERS 35306     |
 HF0511|---------------------------------------------------------------------|
 HF0511
 HF0511                          SUPERSEDED SURVEY CONTROL
 HF0511
 HF0511  NAD 83(1997)-  37 59 57.07451(N)    097 19 43.26640(W) AD(       ) 1
 HF0511  NAD 83(1986)-  37 59 57.07694(N)    097 19 43.26567(W) AD(       ) 1
 HF0511  NAD 27      -  37 59 57.03815(N)    097 19 42.13852(W) AD(       ) 1
 HF0511  NGVD 29 (??/??/92)  451.760  (m)         1482.15   (f) ADJ UNCH    2 0
 HF0511
 HF0511.Superseded values are not recommended for survey control.
 HF0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0511.See file dsdata.txt to determine how the superseded data were derived.
 HF0511
 HF0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4674407042(NAD 83)
 HF0511_MARKER: DE = TRAVERSE STATION DISK
 HF0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0511_STAMPING: 35-21 1972
 HF0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0511+STABILITY: SURFACE MOTION
 HF0511
 HF0511  HISTORY     - Date     Condition        Report By
 HF0511  HISTORY     - 1972     MONUMENTED       NGS
 HF0511  HISTORY     - 1972     GOOD             NGS
 HF0511
 HF0511                          STATION DESCRIPTION
 HF0511
 HF0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0511'THE STATION IS ABOUT 12 MILES NORTH AND 2-1/2 MILES EAST
 HF0511'OF VALLEY CENTER, 10 MILES EAST OF HALSTEAD, 3-1/2 MILES SOUTH
 HF0511'AND 1/2 MILE EAST OF NEWTON, ON THE WEST RIGHT-OF-WAY OF
 HF0511'INTERSTATE HIGHWAY 35 WEST AND NEAR THE CENTER OF THE NORTH
 HF0511'BOUNDRY OF SECTION 4, T 24 S, R 1 E.
 HF0511'
 HF0511'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET, U.S.
 HF0511'HIGHWAY 81, AND FIRST STREET, IN NEWTON, GO SOUTH ON U.S.
 HF0511'HIGHWAY 81 FOR 3.4 MILES TO A CROSSROAD, HARVEY COUNTY ROAD
 HF0511'576.  TURN LEFT AND GO EAST ON THE COUNTY ROAD FOR 0.4 MILE TO THE
 HF0511'STATION ON THE RIGHT, JUST BEFORE REACHING A BRIDGE OVER
 HF0511'INTERSTATE HIGHWAY 35 WEST.
 HF0511'
 HF0511'THE STATION MARKS ARE STANDARD DISKS, STAMPED 35-21 1972.
 HF0511'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HF0511'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 19
 HF0511'FEET SOUTH OF THE CENTER OF THE COUNTY ROAD, 14.5 FEET
 HF0511'SOUTHWEST OF THE SOUTHWEST END OF THE BRIDGE AND 4 FEET SOUTH
 HF0511'OF THE SOUTH GUARD RAIL.  THE UNDERGROUND MARK IS SET IN
 HF0511'AN IRREGULAR MASS OF CONCRETE THAT IS 44 INCHES BELOW THE
 HF0511'GROUND SURFACE.
 HF0511'
 HF0511'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35-21 NO 1 1972,
 HF0511'THAT IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF A STORM
 HF0511'DRAIN INLET.  IT IS 17.5 FEET WEST OF THE NORTHWEST END OF THE
 HF0511'BRIDGE, 15 FEET NORTH OF THE CENTER OF THE COUNTY ROAD, 0.5
 HF0511'FOOT NORTH OF THE NORTH GUARD RAIL AND ABOUT THE SAME ELEVATION
 HF0511'AS THE STATION.
 HF0511'
 HF0511'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35-21 NO 2 1972,
 HF0511'THAT IS SET IN THE TOP OF THE SOUTH CONCRETE BRIDGE RAILING.
 HF0511'IT IS 29.5 FEET EAST OF THE SOUTHWEST END OF THE BRIDGE, 15 FEET
 HF0511'SOUTH OF THE CENTER OF THE COUNTY ROAD AND ABOUT 2 FEET
 HF0511'HIGHER IN ELEVATION THAN THE STATION.
 HF0511
 HF0511                          STATION RECOVERY (1972)
 HF0511
 HF0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0511'4.2 MI S FROM NEWTON.
 HF0511'ABOUT 4.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0511'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, 19.0 FEET SOUTH OF THE
 HF0511'CENTER OF A COUNTY ROAD, 14.5 FEET SOUTHWEST OF THE SOUTHWEST
 HF0511'END OF THE BRIDGE 4.0 FEET SOUTH OF THE SOUTH GUARD RAIL, SET
 HF0511'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT
 HF0511'20 FEET ABOVE INTERSTATE HIGHWAY 35 W.  SECTION 4, T 24 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0509 ***********************************************************************
 HF0509  DESIGNATION -  35 21 RM 1
 HF0509  PID         -  HF0509
 HF0509  STATE/COUNTY-  KS/HARVEY
 HF0509  USGS QUAD   -  SEDGWICK NE (1978)
 HF0509
 HF0509                         *CURRENT SURVEY CONTROL
 HF0509  ___________________________________________________________________
 HF0509* NAD 83(1986)-  37 59 58.     (N)    097 19 40.     (W)     SCALED    
 HF0509* NAVD 88     -       451.999  (meters)    1482.93   (feet)  ADJUSTED  
 HF0509  ___________________________________________________________________
 HF0509  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF0509  DYNAMIC HT  -         451.652 (meters)    1481.79  (feet)  COMP
 HF0509  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 HF0509
 HF0509  VERT ORDER  -  SECOND    CLASS 0
 HF0509
 HF0509.The horizontal coordinates were scaled from a topographic map and have
 HF0509.an estimated accuracy of +/- 6 seconds.
 HF0509
 HF0509.The orthometric height was determined by differential leveling
 HF0509.and adjusted by the National Geodetic Survey in June 1991..
 HF0509
 HF0509.The geoid height was determined by GEOID03.
 HF0509
 HF0509.The dynamic height is computed by dividing the NAVD 88
 HF0509.geopotential number by the normal gravity value computed on the
 HF0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0509.degrees latitude (g = 980.6199 gals.).
 HF0509
 HF0509.The modeled gravity was interpolated from observed gravity values.
 HF0509
 HF0509;                    North         East    Units  Estimated Accuracy
 HF0509;SPC KS S     -   548,570.      502,950.      MT  (+/- 180 meters Scaled)
 HF0509
 HF0509                          SUPERSEDED SURVEY CONTROL
 HF0509
 HF0509  NGVD 29 (??/??/92)  451.840  (m)         1482.41   (f) ADJ UNCH    2 0
 HF0509
 HF0509.Superseded values are not recommended for survey control.
 HF0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0509.See file dsdata.txt to determine how the superseded data were derived.
 HF0509
 HF0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH468070(NAD 83)
 HF0509_MARKER: DR = REFERENCE MARK DISK
 HF0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0509_SP_SET: STORM DRAIN INLET
 HF0509_STAMPING: 35-21 NO 1 1972
 HF0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0509
 HF0509  HISTORY     - Date     Condition        Report By
 HF0509  HISTORY     - 1972     MONUMENTED       NGS
 HF0509
 HF0509                          STATION DESCRIPTION
 HF0509
 HF0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0509'4.2 MI S FROM NEWTON.
 HF0509'ABOUT 4.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0509'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, CEMENTED IN A DRILL
 HF0509'HOLE IN THE NORTHEAST CORNER OF STORM DRAIN INLET, 17.5 FEET
 HF0509'WEST OF THE NORTHWEST END OF THE BRIDGE, 15.0 FEET NORTH OF
 HF0509'THE CENTER OF THE COUNTY ROAD, 0.5 FOOT NORTH OF THE NORTH GUARD
 HF0509'RAIL, AND ABOUT 20 FEET ABOVE THE HIGHWAY.  SECTION 4, T24S, R1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0510 ***********************************************************************
 HF0510  DESIGNATION -  35 21 RM 2
 HF0510  PID         -  HF0510
 HF0510  STATE/COUNTY-  KS/HARVEY
 HF0510  USGS QUAD   -  SEDGWICK NE (1978)
 HF0510
 HF0510                         *CURRENT SURVEY CONTROL
 HF0510  ___________________________________________________________________
 HF0510* NAD 83(1986)-  37 59 57.     (N)    097 19 41.     (W)     SCALED    
 HF0510* NAVD 88     -       452.488  (meters)    1484.54   (feet)  ADJUSTED  
 HF0510  ___________________________________________________________________
 HF0510  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF0510  DYNAMIC HT  -         452.140 (meters)    1483.40  (feet)  COMP
 HF0510  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 HF0510
 HF0510  VERT ORDER  -  SECOND    CLASS 0
 HF0510
 HF0510.The horizontal coordinates were scaled from a topographic map and have
 HF0510.an estimated accuracy of +/- 6 seconds.
 HF0510
 HF0510.The orthometric height was determined by differential leveling
 HF0510.and adjusted by the National Geodetic Survey in June 1991..
 HF0510
 HF0510.The geoid height was determined by GEOID03.
 HF0510
 HF0510.The dynamic height is computed by dividing the NAVD 88
 HF0510.geopotential number by the normal gravity value computed on the
 HF0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0510.degrees latitude (g = 980.6199 gals.).
 HF0510
 HF0510.The modeled gravity was interpolated from observed gravity values.
 HF0510
 HF0510;                    North         East    Units  Estimated Accuracy
 HF0510;SPC KS S     -   548,530.      502,930.      MT  (+/- 180 meters Scaled)
 HF0510
 HF0510                          SUPERSEDED SURVEY CONTROL
 HF0510
 HF0510  NGVD 29 (??/??/92)  452.329  (m)         1484.02   (f) ADJ UNCH    2 0
 HF0510
 HF0510.Superseded values are not recommended for survey control.
 HF0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0510.See file dsdata.txt to determine how the superseded data were derived.
 HF0510
 HF0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH467070(NAD 83)
 HF0510_MARKER: DR = REFERENCE MARK DISK
 HF0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0510_SP_SET: GUARD RAIL
 HF0510_STAMPING: 35-21 NO 2 1972
 HF0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0510
 HF0510  HISTORY     - Date     Condition        Report By
 HF0510  HISTORY     - 1972     MONUMENTED       NGS
 HF0510
 HF0510                          STATION DESCRIPTION
 HF0510
 HF0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0510'4.2 MI S FROM NEWTON.
 HF0510'ABOUT 4.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0510'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, 29.5 FEET EAST OF THE
 HF0510'SOUTH END OF THE BRIGE, 15.0 FEET SOUTH OF THE CENTER OF THE
 HF0510'COUNTY ROAD, CEMENTED IN A DRILL HOLE IN THE TOP OF THE GUARD
 HF0510'RAIL ON THE SOUTH SIDE OF THE BRIDGE AND ABOUT 2 FEET ABOVE THE
 HF0510'LEVEL OF THE ROAD.  SECTION 4, T 24 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0515 ***********************************************************************
 HF0515  DESIGNATION -  35 22
 HF0515  PID         -  HF0515
 HF0515  STATE/COUNTY-  KS/HARVEY
 HF0515  USGS QUAD   -  SEDGWICK NE (1978)
 HF0515
 HF0515                         *CURRENT SURVEY CONTROL
 HF0515  ___________________________________________________________________
 HF0515* NAD 83(1997)-  37 57 21.86348(N)    097 19 38.93076(W)     ADJUSTED  
 HF0515* NAVD 88     -       443.532  (meters)    1455.15   (feet)  ADJUSTED  
 HF0515  ___________________________________________________________________
 HF0515  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HF0515  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0515  DYNAMIC HT  -         443.189 (meters)    1454.03  (feet)  COMP
 HF0515  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 HF0515
 HF0515  HORZ ORDER  -  SECOND
 HF0515  VERT ORDER  -  SECOND    CLASS 0
 HF0515
 HF0515.The horizontal coordinates were established by classical geodetic methods
 HF0515.and adjusted by the National Geodetic Survey in October 1998..
 HF0515
 HF0515.The orthometric height was determined by differential leveling
 HF0515.and adjusted by the National Geodetic Survey in June 1991..
 HF0515
 HF0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0515
 HF0515.The geoid height was determined by GEOID03.
 HF0515
 HF0515.The dynamic height is computed by dividing the NAVD 88
 HF0515.geopotential number by the normal gravity value computed on the
 HF0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0515.degrees latitude (g = 980.6199 gals.).
 HF0515
 HF0515.The modeled gravity was interpolated from observed gravity values.
 HF0515
 HF0515;                    North         East     Units Scale Factor Converg.
 HF0515;SPC KS S     -   543,752.519   503,037.353   MT  0.99993614   +0 43 14.0
 HF0515;UTM  14      - 4,202,260.526   646,935.398   MT  0.99986591   +1 01 44.0
 HF0515
 HF0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0515!SPC KS S     -   0.99993493  x   0.99993614  =   0.99987108
 HF0515!UTM  14      -   0.99993493  x   0.99986591  =   0.99980085
 HF0515
 HF0515|---------------------------------------------------------------------|
 HF0515| PID    Reference Object                     Distance      Geod. Az  |
 HF0515|                                                           dddmmss.s |
 HF0515| CL3712 35 22 RM 1                           10.730 METERS 00258     |
 HF0515| HF1259 NEWTON S STANDPIPE                  APPROX. 2.9 KM 1822226.5 |
 HF0515| CL3713 35 22 RM 2                           10.764 METERS 18326     |
 HF0515|---------------------------------------------------------------------|
 HF0515
 HF0515                          SUPERSEDED SURVEY CONTROL
 HF0515
 HF0515  NAD 83(1997)-  37 57 21.87247(N)    097 19 38.93013(W) AD(       ) 2
 HF0515  NAD 83(1986)-  37 57 21.87526(N)    097 19 38.92962(W) AD(       ) 2
 HF0515  NAD 27      -  37 57 21.83565(N)    097 19 37.79455(W) AD(       ) 2
 HF0515  NGVD 29 (??/??/92)  443.374  (m)         1454.64   (f) ADJ UNCH    2 0
 HF0515
 HF0515.Superseded values are not recommended for survey control.
 HF0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0515.See file dsdata.txt to determine how the superseded data were derived.
 HF0515
 HF0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4693502261(NAD 83)
 HF0515_MARKER: DE = TRAVERSE STATION DISK
 HF0515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0515_SP_SET: BRIDGE
 HF0515_STAMPING: 35-22 1972
 HF0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0515
 HF0515  HISTORY     - Date     Condition        Report By
 HF0515  HISTORY     - 1972     MONUMENTED       NGS
 HF0515  HISTORY     - 1972     GOOD             NGS
 HF0515
 HF0515                          STATION DESCRIPTION
 HF0515
 HF0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0515'THE STATION IS ABOUT 10 MILES EAST AND 3 MILES SOUTH OF HALSTEAD,
 HF0515'8 MILES NORTH AND 2-1/2 MILES EAST OF VALLEY CENTER, 6-1/2 MILES
 HF0515'SOUTH OF NEWTON, NEAR THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF
 HF0515'SEC. 16, T. 24 S., R. 1 E., AND NEAR THE NORTHEAST CORNER OF A
 HF0515'CONCRETE BRIDGE, ON HIGHWAY RIGHT-OF-WAY.
 HF0515'
 HF0515'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET (U.S.
 HF0515'HIGHWAY 81) AND FIRST STREET IN NEWTON, GO SOUTH ON U.S. HIGHWAY 81
 HF0515'FOR 3.4 MILES TO THE JUNCTION WITH COUNTY ROAD 576.  TURN LEFT AND
 HF0515'GO EAST ON COUNTY ROAD 576 FOR 0.4 MILE TO THE JUNCTION WITH
 HF0515'INTERSTATE HIGHWAY 35 W.  TURN RIGHT AND GO SOUTH ON INTERSTATE
 HF0515'HIGHWAY 35 W FOR 2.0 MILES TO BENCH MARK D 348 ON THE LEFT, UNDER A
 HF0515'CONCRETE BRIDGE.  CONTINUE SOUTH ON INTERSTATE HIGHWAY 35 W FOR
 HF0515'0.95 MILE TO A CONCRETE BRIDGE OVER STATE HIGHWAY 196 AND THE
 HF0515'STATION ON THE EAST SIDE OF THE NORTH BOUND LANE.
 HF0515'
 HF0515'STATION MARK IS A STANDARD DISK, STAMPED 35-22 1972, CEMENTED IN A
 HF0515'DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE BRIDGE.  IT IS 19.5
 HF0515'FEET EAST OF THE CENTER OF THE BRIDGE, 4.4 FEET SOUTHWEST OF THE
 HF0515'NORTHEAST CORNER OF THE BRIDGE, 3.3 FEET SOUTH OF THE NORTH END OF
 HF0515'THE BRIDGE AND 3.0 FEET WEST OF THE EAST BRIDGE RAIL.
 HF0515'
 HF0515'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35-22 NO 1 1972,
 HF0515'CEMENTED IN A DRILL HOLE IN A CONCRETE GUTTER.  IT IS 32.0 FEET
 HF0515'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE BRIDGE,
 HF0515'20.5 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF INTERSTATE
 HF0515'HIGHWAY 35 W, 2.0 FEET WEST OF A GUARD RAIL, 1.5 FEET SOUTH OF
 HF0515'THE NORTH END OF THE CONCRETE GUTTER AND ABOUT THE SAME ELEVATION
 HF0515'AS THE STATION.
 HF0515'
 HF0515'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35-22 NO 2 1972,
 HF0515'CEMENTED IN A DRILL HOLE IN THE CONCRETE BRIDGE.  IT IS 38.8 FEET
 HF0515'SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE BRIDGE, 18.0 FEET
 HF0515'EAST OF THE CENTER OF THE BRIDGE, 3.6 FEET WEST OF THE EAST RAIL OF
 HF0515'THE BRIDGE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HF0515'
 HF0515'BENCH MARK D 348, IS A STANDARD DISK, STAMPED D 348 1972, SET IN THE
 HF0515'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 HF0515'THE GROUND.  IT IS 46.0 FEET EAST OF THE CENTER OF THE SOUTH BOUND
 HF0515'LANE OF INTERSTATE HIGHWAY 35 W, 37.0 FEET WEST OF THE CENTER OF
 HF0515'THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 W, 11.5 FEET
 HF0515'NORTH-NORTHEAST OF THE SOUTH ONE OF TWO BRIDGES PILLARS AND
 HF0515'6.0 FEET SOUTHEAST OF THE NORTH ONE OF TWO BRIDGE PILLARS.
 HF0515'
 HF0515'NEAREST TOWN--NEWTON.
 HF0515'
 HF0515'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
 HF0515
 HF0515                          STATION RECOVERY (1972)
 HF0515
 HF0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0515'7.2 MI S FROM NEWTON.
 HF0515'ABOUT 7.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0515'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, CEMENTED IN A DRILL HOLE
 HF0515'IN THE NORTHEAST CORNER OF A CONCRETE BRIDGE OVER STATE HIGHWAY
 HF0515'196, 19.5 FEET EAST OF THE CENTER LINE OF THE BRIDGE, 4.4
 HF0515'FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE BRIDGE, 3.3 FEET
 HF0515'SOUTH OF THE NORTH END OF THE BRIDGE AND 3.0 FEET WEST OF THE
 HF0515'EAST BRIDGE RAIL.  SECTION 16, T 24 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0514 ***********************************************************************
 HF0514  DESIGNATION -  35 22 RM 1
 HF0514  PID         -  HF0514
 HF0514  STATE/COUNTY-  KS/HARVEY
 HF0514  USGS QUAD   -  SEDGWICK NE (1978)
 HF0514
 HF0514                         *CURRENT SURVEY CONTROL
 HF0514  ___________________________________________________________________
 HF0514* NAD 83(1986)-  37 57 21.     (N)    097 19 40.     (W)     SCALED    
 HF0514* NAVD 88     -       443.511  (meters)    1455.09   (feet)  ADJUSTED  
 HF0514  ___________________________________________________________________
 HF0514  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0514  DYNAMIC HT  -         443.169 (meters)    1453.96  (feet)  COMP
 HF0514  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 HF0514
 HF0514  VERT ORDER  -  SECOND    CLASS 0
 HF0514
 HF0514.The horizontal coordinates were scaled from a topographic map and have
 HF0514.an estimated accuracy of +/- 6 seconds.
 HF0514
 HF0514.The orthometric height was determined by differential leveling
 HF0514.and adjusted by the National Geodetic Survey in June 1991..
 HF0514
 HF0514.The geoid height was determined by GEOID03.
 HF0514
 HF0514.The dynamic height is computed by dividing the NAVD 88
 HF0514.geopotential number by the normal gravity value computed on the
 HF0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0514.degrees latitude (g = 980.6199 gals.).
 HF0514
 HF0514.The modeled gravity was interpolated from observed gravity values.
 HF0514
 HF0514;                    North         East    Units  Estimated Accuracy
 HF0514;SPC KS S     -   543,730.      503,010.      MT  (+/- 180 meters Scaled)
 HF0514
 HF0514                          SUPERSEDED SURVEY CONTROL
 HF0514
 HF0514  NGVD 29 (??/??/92)  443.353  (m)         1454.57   (f) ADJ UNCH    2 0
 HF0514
 HF0514.Superseded values are not recommended for survey control.
 HF0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0514.See file dsdata.txt to determine how the superseded data were derived.
 HF0514
 HF0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH469022(NAD 83)
 HF0514_MARKER: DR = REFERENCE MARK DISK
 HF0514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0514_SP_SET: GUTTER
 HF0514_STAMPING: 35-22 NO 1 1972
 HF0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0514
 HF0514  HISTORY     - Date     Condition        Report By
 HF0514  HISTORY     - 1972     MONUMENTED       NGS
 HF0514
 HF0514                          STATION DESCRIPTION
 HF0514
 HF0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0514'7.2 MI S FROM NEWTON.
 HF0514'ABOUT 7.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0514'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, CEMENTED IN A DRILL
 HF0514'HOLE IN A CONCRETE GUTTER.  IT IS 35.20 FEET NORTH OF THE
 HF0514'STATION, 32.0 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 HF0514'CONCRETE BRIDGE OVER STATE HIGHWAY 196, 20.5 FEET EAST OF THE
 HF0514'CENTER LINE OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 W,
 HF0514'2.0 FEET WEST OF A GUARD RAIL, 1.5 FEET SOUTH OF THE NORTH
 HF0514'END OF THE CONCRETE GUTTER.  SECTION 16, T 24 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0516 ***********************************************************************
 HF0516  DESIGNATION -  35 22 RM 2
 HF0516  PID         -  HF0516
 HF0516  STATE/COUNTY-  KS/HARVEY
 HF0516  USGS QUAD   -  SEDGWICK NE (1978)
 HF0516
 HF0516                         *CURRENT SURVEY CONTROL
 HF0516  ___________________________________________________________________
 HF0516* NAD 83(1986)-  37 57 21.     (N)    097 19 40.     (W)     SCALED    
 HF0516* NAVD 88     -       443.533  (meters)    1455.16   (feet)  ADJUSTED  
 HF0516  ___________________________________________________________________
 HF0516  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0516  DYNAMIC HT  -         443.190 (meters)    1454.03  (feet)  COMP
 HF0516  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 HF0516
 HF0516  VERT ORDER  -  SECOND    CLASS 0
 HF0516
 HF0516.The horizontal coordinates were scaled from a topographic map and have
 HF0516.an estimated accuracy of +/- 6 seconds.
 HF0516
 HF0516.The orthometric height was determined by differential leveling
 HF0516.and adjusted by the National Geodetic Survey in June 1991..
 HF0516
 HF0516.The geoid height was determined by GEOID03.
 HF0516
 HF0516.The dynamic height is computed by dividing the NAVD 88
 HF0516.geopotential number by the normal gravity value computed on the
 HF0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0516.degrees latitude (g = 980.6199 gals.).
 HF0516
 HF0516.The modeled gravity was interpolated from observed gravity values.
 HF0516
 HF0516;                    North         East    Units  Estimated Accuracy
 HF0516;SPC KS S     -   543,730.      503,010.      MT  (+/- 180 meters Scaled)
 HF0516
 HF0516                          SUPERSEDED SURVEY CONTROL
 HF0516
 HF0516  NGVD 29 (??/??/92)  443.375  (m)         1454.64   (f) ADJ UNCH    2 0
 HF0516
 HF0516.Superseded values are not recommended for survey control.
 HF0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0516.See file dsdata.txt to determine how the superseded data were derived.
 HF0516
 HF0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH469022(NAD 83)
 HF0516_MARKER: DR = REFERENCE MARK DISK
 HF0516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0516_SP_SET: BRIDGE
 HF0516_STAMPING: 35-22 NO 2 1972
 HF0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0516
 HF0516  HISTORY     - Date     Condition        Report By
 HF0516  HISTORY     - 1972     MONUMENTED       NGS
 HF0516
 HF0516                          STATION DESCRIPTION
 HF0516
 HF0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0516'7.2 MI S FROM NEWTON.
 HF0516'ABOUT 7.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0516'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, CEMENTED IN A DRILL
 HF0516'HOLE IN THE CONCRETE BRIDGE OVER STATE HIGHWAY 196, 38.8 FEET
 HF0516'SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE BRIDGE, 35.31
 HF0516'FEET SOUTH OF THE STATION, 18.0 FEET EAST OF THE CENTER OF THE
 HF0516'BRIDGE, 3.6 FEET WEST OF THE EAST RAIL OF THE BRIDGE AND
 HF0516'ABOUT LEVEL WITH THE NORTH BOUND LANE OF HIGHWAY 35 W.  SECTION 16,
 HF0516'T 24 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0526 ***********************************************************************
 HF0526  DESIGNATION -  35 23
 HF0526  PID         -  HF0526
 HF0526  STATE/COUNTY-  KS/SEDGWICK
 HF0526  USGS QUAD   -  VALLEY CENTER (1982)
 HF0526
 HF0526                         *CURRENT SURVEY CONTROL
 HF0526  ___________________________________________________________________
 HF0526* NAD 83(1997)-  37 52 05.44391(N)    097 19 33.28406(W)     ADJUSTED  
 HF0526* NAVD 88     -       442.460  (meters)    1451.64   (feet)  ADJUSTED  
 HF0526  ___________________________________________________________________
 HF0526  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 HF0526  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0526  DYNAMIC HT  -         442.115 (meters)    1450.51  (feet)  COMP
 HF0526  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 HF0526
 HF0526  HORZ ORDER  -  SECOND
 HF0526  VERT ORDER  -  SECOND    CLASS 0
 HF0526
 HF0526.The horizontal coordinates were established by classical geodetic methods
 HF0526.and adjusted by the National Geodetic Survey in October 1998..
 HF0526
 HF0526.The orthometric height was determined by differential leveling
 HF0526.and adjusted by the National Geodetic Survey in June 1991..
 HF0526
 HF0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0526
 HF0526.The geoid height was determined by GEOID03.
 HF0526
 HF0526.The dynamic height is computed by dividing the NAVD 88
 HF0526.geopotential number by the normal gravity value computed on the
 HF0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0526.degrees latitude (g = 980.6199 gals.).
 HF0526
 HF0526.The modeled gravity was interpolated from observed gravity values.
 HF0526
 HF0526;                    North         East     Units Scale Factor Converg.
 HF0526;SPC KS S     -   533,999.837   503,298.024   MT  0.99993629   +0 43 17.4
 HF0526;UTM  14      - 4,192,510.061   647,248.355   MT  0.99986705   +1 01 40.1
 HF0526
 HF0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0526!SPC KS S     -   0.99993510  x   0.99993629  =   0.99987139
 HF0526!UTM  14      -   0.99993510  x   0.99986705  =   0.99980216
 HF0526
 HF0526|---------------------------------------------------------------------|
 HF0526| PID    Reference Object                     Distance      Geod. Az  |
 HF0526|                                                           dddmmss.s |
 HF0526| CL3714 35 23 RM 1                           10.906 METERS 00133     |
 HF0526| CL3715 35 23 RM 2                            8.789 METERS 07528     |
 HF0526| HF0530 35 24                               APPROX. 3.2 KM 1825437.1 |
 HF0526| HF1271 VALLEY CTR HWY PATROL RAD TWR       APPROX. 3.7 KM 1921415.5 |
 HF0526| HF1273 VALLEY CENTER E MUN TANK            APPROX. 5.2 KM 2242850.2 |
 HF0526| HF1277 VALLEY CENTER W MUN TANK            APPROX. 5.8 KM 2293448.8 |
 HF0526| HF1259 NEWTON S STANDPIPE                  APPROX. 6.9 KM 3575206.6 |
 HF0526|---------------------------------------------------------------------|
 HF0526
 HF0526                          SUPERSEDED SURVEY CONTROL
 HF0526
 HF0526  NAD 83(1997)-  37 52 05.45228(N)    097 19 33.28223(W) AD(       ) 2
 HF0526  NAD 83(1986)-  37 52 05.45601(N)    097 19 33.28237(W) AD(       ) 2
 HF0526  NAD 27      -  37 52 05.41468(N)    097 19 32.13220(W) AD(       ) 2
 HF0526  NGVD 29 (??/??/92)  442.306  (m)         1451.13   (f) ADJ UNCH    2 0
 HF0526
 HF0526.Superseded values are not recommended for survey control.
 HF0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0526.See file dsdata.txt to determine how the superseded data were derived.
 HF0526
 HF0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4724892510(NAD 83)
 HF0526_MARKER: DE = TRAVERSE STATION DISK
 HF0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0526_STAMPING: 35-23 1972
 HF0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0526+STABILITY: SURFACE MOTION
 HF0526
 HF0526  HISTORY     - Date     Condition        Report By
 HF0526  HISTORY     - 1972     MONUMENTED       NGS
 HF0526  HISTORY     - 1972     GOOD             NGS
 HF0526
 HF0526                          STATION DESCRIPTION
 HF0526
 HF0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0526'THE STATION IS ABOUT 13 MILES NORTH OF WICHITA, 12 MILES SOUTH OF
 HF0526'NEWTON, IN THE NORTH 1/2 OF SEC. 21, T 25 S, R 1 E AND ON THE
 HF0526'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 35 W.
 HF0526'
 HF0526'TO REACH THE STATION FROM THE NORTH JUNCTION OF INTERSTATE HIGHWAY
 HF0526'235 AND INTERSTATE HIGHWAY 35 W, GO NORTH FOR 7.3 MILES ON HIGHWAY
 HF0526'35 W TO THE 101 STREET EXIT AND THE STATION AT SOUTHEAST CORNER
 HF0526'OF OVERPASS.
 HF0526'
 HF0526'STATION MARKS ARE STANDARD DISKS, STAMPED 35-23 1972.  THE SURFACE
 HF0526'DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT,
 HF0526'THAT IS FLUSH WITH THE GROUND.  IT IS 23.6 FEET EAST OF THE
 HF0526'SOUTHEAST CORNER OF THE BRIDGE, 21.5 FEET SOUTH OF THE CENTER OF
 HF0526'101 STREET AND 3.3 FEET SOUTHEAST OF THE WITNESS POST.  THE
 HF0526'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 HF0526'BELOW THE GROUND SURFACE.
 HF0526'
 HF0526'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35-23 NO 1 1972,
 HF0526'CEMENTED IN A DRILL HOLE IN THE NORTH EDGE OF 101 STREET.  IT IS
 HF0526'40.6 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE OVERPASS, 33.3
 HF0526'FEET NORTH OF THE WITNESS POST AND 14.4 FEET NORTH OF THE CENTER
 HF0526'OF THE STREET.
 HF0526'
 HF0526'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35-23 NO 2 1972,
 HF0526'CEMENTED IN A DRILL HOLE IN THE SOUTH EDGE OF 101 STREET.  IT IS
 HF0526'51.2 FEET EAST OF THE SOUTHEAST CORNER OF THE OVERPASS, 30.2 FEET
 HF0526'EAST OF THE WITNESS POST AND 14.3 FEET SOUTH OF THE CENTER OF THE
 HF0526'STREET.
 HF0526'
 HF0526'STATION 35-24 SERVES AS THE AZIMUTH MARK.
 HF0526'
 HF0526'NEAREST TOWN--WICHITA.
 HF0526'
 HF0526'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 HF0526
 HF0526                          STATION RECOVERY (1972)
 HF0526
 HF0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0526'7.3 MI N FROM WICHITA.
 HF0526'ABOUT 7.3 MILES ALONG INTERSTATE HIGHWAY 35 W FROM THE OVERPASS
 HF0526'FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF WICHITA, THE
 HF0526'STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE OVERPASS FOR
 HF0526'101 STREET, 35.78 FEET SOUTH OF RM 1, 28.84 WEST-SOUTHWEST OF
 HF0526'RM 2, 23.6 FEET EAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 21.5
 HF0526'FEET SOUTH OF THE CENTER OF 101 STREET, 3.3 FEET NORTH OF A
 HF0526'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH
 HF0526'WITH THE GROUND.  SECTION 21, T 25 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0525 ***********************************************************************
 HF0525  DESIGNATION -  35 23 RM 1
 HF0525  PID         -  HF0525
 HF0525  STATE/COUNTY-  KS/SEDGWICK
 HF0525  USGS QUAD   -  VALLEY CENTER (1982)
 HF0525
 HF0525                         *CURRENT SURVEY CONTROL
 HF0525  ___________________________________________________________________
 HF0525* NAD 83(1986)-  37 52 05.     (N)    097 19 34.     (W)     SCALED    
 HF0525* NAVD 88     -       442.477  (meters)    1451.69   (feet)  ADJUSTED  
 HF0525  ___________________________________________________________________
 HF0525  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0525  DYNAMIC HT  -         442.133 (meters)    1450.56  (feet)  COMP
 HF0525  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 HF0525
 HF0525  VERT ORDER  -  SECOND    CLASS 0
 HF0525
 HF0525.The horizontal coordinates were scaled from a topographic map and have
 HF0525.an estimated accuracy of +/- 6 seconds.
 HF0525
 HF0525.The orthometric height was determined by differential leveling
 HF0525.and adjusted by the National Geodetic Survey in June 1991..
 HF0525
 HF0525.The geoid height was determined by GEOID03.
 HF0525
 HF0525.The dynamic height is computed by dividing the NAVD 88
 HF0525.geopotential number by the normal gravity value computed on the
 HF0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0525.degrees latitude (g = 980.6199 gals.).
 HF0525
 HF0525.The modeled gravity was interpolated from observed gravity values.
 HF0525
 HF0525;                    North         East    Units  Estimated Accuracy
 HF0525;SPC KS S     -   533,990.      503,280.      MT  (+/- 180 meters Scaled)
 HF0525
 HF0525                          SUPERSEDED SURVEY CONTROL
 HF0525
 HF0525  NGVD 29 (??/??/92)  442.323  (m)         1451.19   (f) ADJ UNCH    2 0
 HF0525
 HF0525.Superseded values are not recommended for survey control.
 HF0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0525.See file dsdata.txt to determine how the superseded data were derived.
 HF0525
 HF0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG472924(NAD 83)
 HF0525_MARKER: DR = REFERENCE MARK DISK
 HF0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0525_SP_SET: BRIDGE
 HF0525_STAMPING: 35-23 NO 1 1972
 HF0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0525
 HF0525  HISTORY     - Date     Condition        Report By
 HF0525  HISTORY     - 1972     MONUMENTED       NGS
 HF0525
 HF0525                          STATION DESCRIPTION
 HF0525
 HF0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0525'7.3 MI N FROM WICHITA.
 HF0525'ABOUT 7.3 MILES NORTH ALONG INTERSTATE 35 W FROM THE OVERPASS
 HF0525'FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF WICHITA, CEMENTED
 HF0525'IN A DRILL HOLE ON THE BRIDGE TO 101 STREET, 40.6 FEET
 HF0525'NORTHEAST OF THE SOUTHEAST CORNER OF THE OVERPASS, 33.3 FEET
 HF0525'NORTH OF A METAL WITNESS POST AND 14.4 FEET NORTH OF THE STREET.
 HF0525'SECTION 21, T 25 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0527 ***********************************************************************
 HF0527  DESIGNATION -  35 23 RM 2
 HF0527  PID         -  HF0527
 HF0527  STATE/COUNTY-  KS/SEDGWICK
 HF0527  USGS QUAD   -  VALLEY CENTER (1982)
 HF0527
 HF0527                         *CURRENT SURVEY CONTROL
 HF0527  ___________________________________________________________________
 HF0527* NAD 83(1986)-  37 52 05.     (N)    097 19 34.     (W)     SCALED    
 HF0527* NAVD 88     -       442.435  (meters)    1451.56   (feet)  ADJUSTED  
 HF0527  ___________________________________________________________________
 HF0527  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0527  DYNAMIC HT  -         442.091 (meters)    1450.43  (feet)  COMP
 HF0527  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 HF0527
 HF0527  VERT ORDER  -  SECOND    CLASS 0
 HF0527
 HF0527.The horizontal coordinates were scaled from a topographic map and have
 HF0527.an estimated accuracy of +/- 6 seconds.
 HF0527
 HF0527.The orthometric height was determined by differential leveling
 HF0527.and adjusted by the National Geodetic Survey in June 1991..
 HF0527
 HF0527.The geoid height was determined by GEOID03.
 HF0527
 HF0527.The dynamic height is computed by dividing the NAVD 88
 HF0527.geopotential number by the normal gravity value computed on the
 HF0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0527.degrees latitude (g = 980.6199 gals.).
 HF0527
 HF0527.The modeled gravity was interpolated from observed gravity values.
 HF0527
 HF0527;                    North         East    Units  Estimated Accuracy
 HF0527;SPC KS S     -   533,990.      503,280.      MT  (+/- 180 meters Scaled)
 HF0527
 HF0527                          SUPERSEDED SURVEY CONTROL
 HF0527
 HF0527  NGVD 29 (??/??/92)  442.282  (m)         1451.05   (f) ADJ UNCH    2 0
 HF0527
 HF0527.Superseded values are not recommended for survey control.
 HF0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0527.See file dsdata.txt to determine how the superseded data were derived.
 HF0527
 HF0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG472924(NAD 83)
 HF0527_MARKER: DR = REFERENCE MARK DISK
 HF0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0527_SP_SET: BRIDGE
 HF0527_STAMPING: 35-23 NO 2 1972
 HF0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0527
 HF0527  HISTORY     - Date     Condition        Report By
 HF0527  HISTORY     - 1972     MONUMENTED       NGS
 HF0527
 HF0527                          STATION DESCRIPTION
 HF0527
 HF0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0527'7.3 MI N FROM WICHITA.
 HF0527'ABOUT 7.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0527'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF WICHITA,
 HF0527'CEMENTED IN A DRILL HOLE ON THE BRIDGE TO 101 STREET, 51.2 FEET
 HF0527'EAST OF THE SOUTHEAST CORNER OF THE OVERPASS, 30.2 FEET EAST
 HF0527'OF A METAL WITNESS POST AND 14.3 FEET SOUTH OF THE CENTER OF
 HF0527'THE STREET.  SECTION 21, T 25 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0530 ***********************************************************************
 HF0530  DESIGNATION -  35 24
 HF0530  PID         -  HF0530
 HF0530  STATE/COUNTY-  KS/SEDGWICK
 HF0530  USGS QUAD   -  VALLEY CENTER (1982)
 HF0530
 HF0530                         *CURRENT SURVEY CONTROL
 HF0530  ___________________________________________________________________
 HF0530* NAD 83(1997)-  37 50 21.61788(N)    097 19 39.93977(W)     ADJUSTED  
 HF0530* NAVD 88     -       434.276  (meters)    1424.79   (feet)  ADJUSTED  
 HF0530  ___________________________________________________________________
 HF0530  X           -    -643,300.757 (meters)                     COMP
 HF0530  Y           -  -5,002,515.386 (meters)                     COMP
 HF0530  Z           -   3,891,624.920 (meters)                     COMP
 HF0530  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 HF0530  ELLIP HEIGHT-         405.31  (meters)          (10/02/98) GPS OBS
 HF0530  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF0530  DYNAMIC HT  -         433.938 (meters)    1423.68  (feet)  COMP
 HF0530  MODELED GRAV-     979,837.2   (mgal)                       NAVD 88
 HF0530
 HF0530  HORZ ORDER  -  SECOND
 HF0530  VERT ORDER  -  SECOND    CLASS 0
 HF0530  ELLP ORDER  -  FOURTH    CLASS I
 HF0530
 HF0530.The horizontal coordinates were established by classical geodetic methods
 HF0530.and adjusted by the National Geodetic Survey in October 1998..
 HF0530
 HF0530.The orthometric height was determined by differential leveling
 HF0530.and adjusted by the National Geodetic Survey in June 1991..
 HF0530
 HF0530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF0530
 HF0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0530
 HF0530.The ellipsoidal height was determined by GPS observations
 HF0530.and is referenced to NAD 83.
 HF0530
 HF0530.The geoid height was determined by GEOID03.
 HF0530
 HF0530.The dynamic height is computed by dividing the NAVD 88
 HF0530.geopotential number by the normal gravity value computed on the
 HF0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0530.degrees latitude (g = 980.6199 gals.).
 HF0530
 HF0530.The modeled gravity was interpolated from observed gravity values.
 HF0530
 HF0530;                    North         East     Units Scale Factor Converg.
 HF0530;SPC KS S     -   530,797.125   503,175.615   MT  0.99993685   +0 43 13.3
 HF0530;UTM  14      - 4,189,306.964   647,143.059   MT  0.99986667   +1 01 33.7
 HF0530
 HF0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0530!SPC KS S     -   0.99993640  x   0.99993685  =   0.99987326
 HF0530!UTM  14      -   0.99993640  x   0.99986667  =   0.99980308
 HF0530
 HF0530:                Primary Azimuth Mark                     Grid Az
 HF0530:SPC KS S     -  35 23                                    002 11 19.7
 HF0530:UTM  14      -  35 23                                    001 52 59.3
 HF0530
 HF0530|---------------------------------------------------------------------|
 HF0530| PID    Reference Object                     Distance      Geod. Az  |
 HF0530|                                                           dddmmss.s |
 HF0530| HF0526 35 23                               APPROX. 3.2 KM 0025433.0 |
 HF0530| CL4135 35 24 RM 1                            7.335 METERS 01808     |
 HF0530| HF1265 KECHI RAD STA KEYN MAST             APPROX. 5.1 KM 1482418.2 |
 HF0530| HF1269 PARK CITY MUN TANK                  APPROX. 4.7 KM 1721325.1 |
 HF0530| HF1271 VALLEY CTR HWY PATROL RAD TWR       APPROX. 0.7 KM 2384215.8 |
 HF0530| CL4136 35 24 RM 2                           13.254 METERS 26106     |
 HF0530|---------------------------------------------------------------------|
 HF0530
 HF0530                          SUPERSEDED SURVEY CONTROL
 HF0530
 HF0530  NAD 83(1997)-  37 50 21.62590(N)    097 19 39.93748(W) AD(       ) 2
 HF0530  NAD 83(1986)-  37 50 21.63019(N)    097 19 39.93786(W) AD(       ) 2
 HF0530  NAD 27      -  37 50 21.58855(N)    097 19 38.78207(W) AD(       ) 2
 HF0530  NGVD 29 (??/??/92)  434.124  (m)         1424.29   (f) ADJ UNCH    2 0
 HF0530
 HF0530.Superseded values are not recommended for survey control.
 HF0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0530.See file dsdata.txt to determine how the superseded data were derived.
 HF0530
 HF0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4714389307(NAD 83)
 HF0530_MARKER: DS = TRIANGULATION STATION DISK
 HF0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0530_SP_SET: CONCRETE POST
 HF0530_STAMPING: 35-24 1972
 HF0530_MARK LOGO: NGS   
 HF0530_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0530+STABILITY: SURFACE MOTION
 HF0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0530+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1989
 HF0530
 HF0530  HISTORY     - Date     Condition        Report By
 HF0530  HISTORY     - 1972     MONUMENTED       NGS
 HF0530  HISTORY     - 1972     GOOD             NGS
 HF0530  HISTORY     - 19890701 GOOD             NGS
 HF0530
 HF0530                          STATION DESCRIPTION
 HF0530
 HF0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0530'THE STATION IS ABOUT 14 MILES SOUTH OF NEWTON, 11 MILES NORTH
 HF0530'OF WICHITA, IN THE SOUTH 1/2 OF SEC. 28, T 25 S, R 1 E AND ON
 HF0530'THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 35 W.
 HF0530'
 HF0530'TO REACH THE STATION FORM THE JUNCTION OF INTERSTATE HIGHWAYS
 HF0530'235 AND 35 W IN THE NORTH CENTRAL SECTION OF WICHITA, GO NORTH
 HF0530'ON INTERSTATE HIGHWAY 35 W FOR 5.8 MILES TO THE JUNCTION OF
 HF0530'85TH STREET AND THE STATION AT THE NORTHWEST END OF THE
 HF0530'OVERPASS.
 HF0530'
 HF0530'THE STATION MARK IS A STANDARD DISK STAMPED 35-24 1972, SET
 HF0530'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HF0530'IS FLUSH WITH THE GROUND SURFACE.  IT IS 28.0 FEET NORTH-NORTHWEST
 HF0530'OF THE NORTHWEST END OF THE OVERPASS, 26.0 FEET WEST OF
 HF0530'THE CENTER OF INTERSTATE HIGHWAY 35 W NORTH AND 5.5 FEET
 HF0530'NORTH-NORTHWEST OF A WITNESS POST.  THE UNDERGROUND STATION
 HF0530'MARK IS SET ABOUT 40 INCHES BELOW THE GROUND SURFACE IN AN
 HF0530'IRREGULAR MASS OF CONCRETE.
 HF0530'
 HF0530'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 35-24 NO 1 1972,
 HF0530'CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF HIGHWAY 35
 HF0530'W NORTH.  IT IS 28.0 FEET NORTH OF THE WITNESS POST, 21.0
 HF0530'FEET WEST OF THE CENTER OF HIGHWAY 35 W NORTH AND ABOUT
 HF0530'THE SAME ELEVATION AS THE STATION MARK.
 HF0530'
 HF0530'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 35-24 NO 2 1972,
 HF0530'CEMENTED IN A DRILL HOLE IN THE NORTHEAST END HEADWALL
 HF0530'OF THE OVERPASS OF HIGHWAY 35 W SOUTH.  IT IS 44.0 FEET
 HF0530'WEST OF THE WITNESS POST, 20.0 FEET EAST OF THE CENTER OF
 HF0530'HIGHWAY 35 W SOUTH AND ABOUT 1 FOOT LOWER THAN THE STATION
 HF0530'MARK.
 HF0530'
 HF0530'STATION 35-23 WILL SERVE AS AN AZIMUTH MARK FOR THIS STATION.
 HF0530'
 HF0530'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 HF0530
 HF0530                          STATION RECOVERY (1972)
 HF0530
 HF0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0530'5.3 MI N FROM WICHITA.
 HF0530'ABOUT 5.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0530'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF WICHITA,
 HF0530'SET AT THE NORTHEAST END OF THE OVERPASS FOR 85TH STREET.  IT IS
 HF0530'28.0 FEET NORTH-NORTHWEST OF THE NORTHWEST OF THE OVERPASS,
 HF0530'26.0 FEET WEST OF THE CENTER OF INTERSTATE 35 W NORTH, 5.5 FEET
 HF0530'NORTH-NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 HF0530'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 HF0530'INTERSTATE HIGHWAY 35 W.  SECTION 28, T 25 S, R 1 E
 HF0530
 HF0530                          STATION RECOVERY (1989)
 HF0530
 HF0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HF0530'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) NORTH OF WICHITA, 4 KM
 HF0530'(2.50 MI) EAST OF VALLEY CENTER, IN THE INTERSTATE HIGHWAY 135 MEDIAN,
 HF0530'ON NORTH SIDE OF THE OVERPASS OF 85TH STREET, EXIT 17, ON THE SOUTH
 HF0530'CENTRAL EDGE OF SECTION 28, T 25 S, R 1 E.  OWNERSHIP--STATE
 HF0530'DEPARTMENT OF TRANSPORTATION.
 HF0530'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 25 CM ROUND
 HF0530'CONCRETE POST RECESSED 2 CM BELOW THE GROUND.  LOCATED 1.1 M (3.6 FT)
 HF0530'WEST OF WEST EDGE OF THE NORTHBOUND LANES, 1.8 M (5.9 FT)
 HF0530'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHWEST BRIDGE
 HF0530'ABUTMENT AND 1.6 M (5.2 FT) NORTH-NORTHWEST OF A METAL WITNESS POST.
 HF0530'DESCRIBED BY G.R. HEID, TYPED BY HJS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0529 ***********************************************************************
 HF0529  DESIGNATION -  35 24 RM 1
 HF0529  PID         -  HF0529
 HF0529  STATE/COUNTY-  KS/SEDGWICK
 HF0529  USGS QUAD   -  VALLEY CENTER (1982)
 HF0529
 HF0529                         *CURRENT SURVEY CONTROL
 HF0529  ___________________________________________________________________
 HF0529* NAD 83(1986)-  37 50 21.     (N)    097 19 39.     (W)     SCALED    
 HF0529* NAVD 88     -       434.217  (meters)    1424.59   (feet)  ADJUSTED  
 HF0529  ___________________________________________________________________
 HF0529  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF0529  DYNAMIC HT  -         433.878 (meters)    1423.48  (feet)  COMP
 HF0529  MODELED GRAV-     979,837.2   (mgal)                       NAVD 88
 HF0529
 HF0529  VERT ORDER  -  SECOND    CLASS 0
 HF0529
 HF0529.The horizontal coordinates were scaled from a topographic map and have
 HF0529.an estimated accuracy of +/- 6 seconds.
 HF0529
 HF0529.The orthometric height was determined by differential leveling
 HF0529.and adjusted by the National Geodetic Survey in June 1991..
 HF0529
 HF0529.The geoid height was determined by GEOID03.
 HF0529
 HF0529.The dynamic height is computed by dividing the NAVD 88
 HF0529.geopotential number by the normal gravity value computed on the
 HF0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0529.degrees latitude (g = 980.6199 gals.).
 HF0529
 HF0529.The modeled gravity was interpolated from observed gravity values.
 HF0529
 HF0529;                    North         East    Units  Estimated Accuracy
 HF0529;SPC KS S     -   530,780.      503,200.      MT  (+/- 180 meters Scaled)
 HF0529
 HF0529                          SUPERSEDED SURVEY CONTROL
 HF0529
 HF0529  NGVD 29 (??/??/92)  434.064  (m)         1424.09   (f) ADJ UNCH    2 0
 HF0529
 HF0529.Superseded values are not recommended for survey control.
 HF0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0529.See file dsdata.txt to determine how the superseded data were derived.
 HF0529
 HF0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG471892(NAD 83)
 HF0529_MARKER: DR = REFERENCE MARK DISK
 HF0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0529_SP_SET: DRILL HOLE IN LANE
 HF0529_STAMPING: 35-24 NO 1 1972
 HF0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0529
 HF0529  HISTORY     - Date     Condition        Report By
 HF0529  HISTORY     - 1972     MONUMENTED       NGS
 HF0529
 HF0529                          STATION DESCRIPTION
 HF0529
 HF0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0529'5.3 MI N FROM WICHITA.
 HF0529'ABOUT 5.3 MILES ALONG INTERSTATE HIGHWAY 35 W NORTH FROM THE
 HF0529'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF WICHITA,
 HF0529'CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF THE NORTH BOUND
 HF0529'LANE INTERSTATE, 28.0 FEET NORTH OF A METAL WITNESS POST,
 HF0529'24.06 FEET NORTH-NORTHEAST OF THE STATION, 21.0 FEET WEST OF THE
 HF0529'CENTER LINE OF THE NORTH BOUND LANE OF THE HIGHWAY AND ABOUT
 HF0529'THE SAME ELEVATION AS THE STATION.  SECTION 28, T 25 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0531 ***********************************************************************
 HF0531  DESIGNATION -  35 24 RM 2
 HF0531  PID         -  HF0531
 HF0531  STATE/COUNTY-  KS/SEDGWICK
 HF0531  USGS QUAD   -  VALLEY CENTER (1982)
 HF0531
 HF0531                         *CURRENT SURVEY CONTROL
 HF0531  ___________________________________________________________________
 HF0531* NAD 83(1986)-  37 50 21.     (N)    097 19 40.     (W)     SCALED    
 HF0531* NAVD 88     -       433.904  (meters)    1423.57   (feet)  ADJUSTED  
 HF0531  ___________________________________________________________________
 HF0531  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF0531  DYNAMIC HT  -         433.565 (meters)    1422.45  (feet)  COMP
 HF0531  MODELED GRAV-     979,837.2   (mgal)                       NAVD 88
 HF0531
 HF0531  VERT ORDER  -  SECOND    CLASS 0
 HF0531
 HF0531.The horizontal coordinates were scaled from a topographic map and have
 HF0531.an estimated accuracy of +/- 6 seconds.
 HF0531
 HF0531.The orthometric height was determined by differential leveling
 HF0531.and adjusted by the National Geodetic Survey in June 1991..
 HF0531
 HF0531.The geoid height was determined by GEOID03.
 HF0531
 HF0531.The dynamic height is computed by dividing the NAVD 88
 HF0531.geopotential number by the normal gravity value computed on the
 HF0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0531.degrees latitude (g = 980.6199 gals.).
 HF0531
 HF0531.The modeled gravity was interpolated from observed gravity values.
 HF0531
 HF0531;                    North         East    Units  Estimated Accuracy
 HF0531;SPC KS S     -   530,780.      503,170.      MT  (+/- 180 meters Scaled)
 HF0531
 HF0531                          SUPERSEDED SURVEY CONTROL
 HF0531
 HF0531  NGVD 29 (??/??/92)  433.752  (m)         1423.07   (f) ADJ UNCH    2 0
 HF0531
 HF0531.Superseded values are not recommended for survey control.
 HF0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0531.See file dsdata.txt to determine how the superseded data were derived.
 HF0531
 HF0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG471892(NAD 83)
 HF0531_MARKER: DR = REFERENCE MARK DISK
 HF0531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0531_SP_SET: OVERPASS
 HF0531_STAMPING: 35-24 NO 2 1972
 HF0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0531
 HF0531  HISTORY     - Date     Condition        Report By
 HF0531  HISTORY     - 1972     MONUMENTED       NGS
 HF0531
 HF0531                          STATION DESCRIPTION
 HF0531
 HF0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0531'5.3 MI N FROM WICHITA.
 HF0531'ABOUT 5.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0531'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF WICHITA,
 HF0531'CEMENTED IN A DRILL HOLE IN THE NORTHEAST END HEADWALL OF THE
 HF0531'OVERPASS OF THE SOUTH BOUND LANE OF THE INTERSTATE.  IT IS 44.0
 HF0531'FEET WEST OF A METAL WITNESS POST, 43.49 FEET WEST-SOUTHWEST
 HF0531'OF THE STATION, 20.0 FEET EAST OF THE CENTER OF THE SOUTH
 HF0531'BOUND LANE OF THE INTERSTATE AND ABOUT 0.2 FOOT BELOW THE SOUTH
 HF0531'BOUND LANE.  SECTION 28, T 25 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0540 ***********************************************************************
 HF0540  DESIGNATION -  35 25
 HF0540  PID         -  HF0540
 HF0540  STATE/COUNTY-  KS/SEDGWICK
 HF0540  USGS QUAD   -  WICHITA EAST (1982)
 HF0540
 HF0540                         *CURRENT SURVEY CONTROL
 HF0540  ___________________________________________________________________
 HF0540* NAD 83(1997)-  37 44 11.43043(N)    097 19 03.24707(W)     ADJUSTED  
 HF0540* NAVD 88     -       412.381  (meters)    1352.95   (feet)  ADJUSTED  
 HF0540  ___________________________________________________________________
 HF0540  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 HF0540  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0540  DYNAMIC HT  -         412.058 (meters)    1351.89  (feet)  COMP
 HF0540  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 HF0540
 HF0540  HORZ ORDER  -  FIRST
 HF0540  VERT ORDER  -  SECOND    CLASS 0
 HF0540
 HF0540.The horizontal coordinates were established by classical geodetic methods
 HF0540.and adjusted by the National Geodetic Survey in October 1998..
 HF0540
 HF0540.The orthometric height was determined by differential leveling
 HF0540.and adjusted by the National Geodetic Survey in June 1991..
 HF0540
 HF0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0540
 HF0540.The geoid height was determined by GEOID03.
 HF0540
 HF0540.The dynamic height is computed by dividing the NAVD 88
 HF0540.geopotential number by the normal gravity value computed on the
 HF0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0540.degrees latitude (g = 980.6199 gals.).
 HF0540
 HF0540.The modeled gravity was interpolated from observed gravity values.
 HF0540
 HF0540;                    North         East     Units Scale Factor Converg.
 HF0540;SPC KS S     -   519,396.733   504,217.395   MT  0.99994089   +0 43 35.9
 HF0540;UTM  14      - 4,177,913.066   648,245.324   MT  0.99987069   +1 01 47.6
 HF0540
 HF0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0540!SPC KS S     -   0.99993981  x   0.99994089  =   0.99988071
 HF0540!UTM  14      -   0.99993981  x   0.99987069  =   0.99981051
 HF0540
 HF0540:                Primary Azimuth Mark                     Grid Az
 HF0540:SPC KS S     -  WICHITA TV STA KTVH MAST                 037 27 09.6
 HF0540:UTM  14      -  WICHITA TV STA KTVH MAST                 037 08 57.9
 HF0540
 HF0540|---------------------------------------------------------------------|
 HF0540| PID    Reference Object                     Distance      Geod. Az  |
 HF0540|                                                           dddmmss.s |
 HF0540| HF1267 WICHITA TV STA KTVH MAST            APPROX. 2.0 KM 0381045.5 |
 HF0540| CL4137 35 25 RM 1                            6.138 METERS 08047     |
 HF0540| CL4138 35 25 RM 2                            4.126 METERS 17208     |
 HF0540| HF1228 WICHITA ATT MICROWAVE               APPROX. 4.3 KM 1823729.9 |
 HF0540| HF1229 WICHITA TV STA KARD TOWER           APPROX. 4.6 KM 2034414.1 |
 HF0540| HF1230 WICHITA RAD STA KFDI FM MAST        APPROX. 3.0 KM 2671455.3 |
 HF0540| HF1272 WICHITA KG AND E TANK               APPROX. 4.4 KM 3160935.9 |
 HF0540| HF1270 WICHITA RAD STA KFDI MAST           APPROX. 3.1 KM 3332204.4 |
 HF0540|---------------------------------------------------------------------|
 HF0540
 HF0540                          SUPERSEDED SURVEY CONTROL
 HF0540
 HF0540  NAD 83(1997)-  37 44 11.43819(N)    097 19 03.24350(W) AD(       ) 1
 HF0540  NAD 83(1986)-  37 44 11.44248(N)    097 19 03.24382(W) AD(       ) 1
 HF0540  NAD 27      -  37 44 11.39796(N)    097 19 02.07624(W) AD(       ) 1
 HF0540  NGVD 29 (??/??/92)  412.236  (m)         1352.48   (f) ADJ UNCH    2 0
 HF0540
 HF0540.Superseded values are not recommended for survey control.
 HF0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0540.See file dsdata.txt to determine how the superseded data were derived.
 HF0540
 HF0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4824577913(NAD 83)
 HF0540_MARKER: DE = TRAVERSE STATION DISK
 HF0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0540_STAMPING: 35-25 1972
 HF0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0540+STABILITY: SURFACE MOTION
 HF0540
 HF0540  HISTORY     - Date     Condition        Report By
 HF0540  HISTORY     - 1972     MONUMENTED       NGS
 HF0540  HISTORY     - 1972     GOOD             NGS
 HF0540
 HF0540                          STATION DESCRIPTION
 HF0540
 HF0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0540'THE STATION IS ABOUT 4 MILES NORTH AND 1 MILE EAST OF THE
 HF0540'CENTER OF WICHITA, IN THE SOUTHWEST 1/4 OF SEC. 34, T. 26
 HF0540'S., R. 1 E., AND IN THE MEDIAN OF INTERSTATE HIGHWAY 35W,
 HF0540'ON HIGHWAY RIGHT-OF-WAY.
 HF0540'
 HF0540'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 HF0540'35 W AND INTERSTATE HIGHWAY 235, ABOUT 5-1/2 MILES NORTH
 HF0540'OF THE CENTER OF WICHITA, GO SOUTH ON INTERSTATE HIGHWAY
 HF0540'35 W FOR 0.75 MILE TO BENCH MARK R 348 ON THE LEFT.  CONTINUE
 HF0540'SOUTH ON INTERSTATE HIGHWAY 35 W FOR 1.0 MILE TO THE STATION
 HF0540'ON THE LEFT.
 HF0540'
 HF0540'STATION MARKS ARE STANDARD DISKS, STAMPED 35-25 1972.  THE
 HF0540'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HF0540'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS
 HF0540'45.0 FEET WEST OF THE CENTER OF THE NORTH BOUND LANE OF
 HF0540'INTERSTATE HIGHWAY 35 W AND 28.0 FEET EAST OF THE CENTER
 HF0540'OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 W.  THE
 HF0540'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HF0540'42 INCHES BELOW THE GROUND SURFACE.
 HF0540'
 HF0540'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 35-25 NO 1
 HF0540'1972, CEMENTED IN A DRILL HOLE IN THE TOP OF A GUARD RAIL
 HF0540'OF A CONCRETE BRIDGE IN THE NORTH BOUND LANE OF INTERSTATE
 HF0540'HIGHWAY 35 W.  IT IS 26.0 FEET WEST OF THE CENTER OF THE
 HF0540'NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 W AND ABOUT THE
 HF0540'SAME ELEVATION AS THE STATION.
 HF0540'
 HF0540'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 35-25 NO 2
 HF0540'1972, CEMENTED IN A DRILL HOLE IN A BRIDGE ABUTMENT AT THE
 HF0540'NORTHEAST CORNER OF A BRIDGE.  IT IS 25.0 FEET EAST OF THE
 HF0540'CENTER OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 W
 HF0540'AND ABOUT THE SAME ELEVATION AS THE STATION.
 HF0540'
 HF0540'BENCH MARK R 348 IS A STANDARD DISK, STAMPED R 348 1972,
 HF0540'CEMENTED IN A DRILL HOLE IN A BRIDGE ABUTMENT AT THE SOUTHEAST
 HF0540'CORNER OF A BRIDGE.  IT IS 27.5 FEET EAST OF THE CENTER
 HF0540'OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 W.
 HF0540'
 HF0540'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 HF0540
 HF0540                          STATION RECOVERY (1972)
 HF0540
 HF0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0540'1.8 MI S FROM WICHITA.
 HF0540'ABOUT 1.75 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0540'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF WICHITA
 HF0540'AT BRIDGE NUMBER 18.669  IT IS 45.0 FEET WEST OF THE CENTER
 HF0540'OF THE NORTH BOUND LANE OF THE INTERSTATE, 28.0 FEET EAST OF THE
 HF0540'CENTER OF THE SOUTH BOUND LANE OF THE INTERSTATE, 20.13 FEET
 HF0540'WEST OF 35-25 RM 1, 13.54 FEET NORTH OF 35-25 RM 2, SET IN THE
 HF0540'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND ABOUT LEVEL
 HF0540'WITH THE SOUTH BOUND LANE.  SECTION 34, T 26 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0541 ***********************************************************************
 HF0541  DESIGNATION -  35 25 RM 1
 HF0541  PID         -  HF0541
 HF0541  STATE/COUNTY-  KS/SEDGWICK
 HF0541  USGS QUAD   -  WICHITA EAST (1982)
 HF0541
 HF0541                         *CURRENT SURVEY CONTROL
 HF0541  ___________________________________________________________________
 HF0541* NAD 83(1986)-  37 44 18.     (N)    097 19 06.     (W)     SCALED    
 HF0541* NAVD 88     -       412.417  (meters)    1353.07   (feet)  ADJUSTED  
 HF0541  ___________________________________________________________________
 HF0541  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0541  DYNAMIC HT  -         412.094 (meters)    1352.01  (feet)  COMP
 HF0541  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 HF0541
 HF0541  VERT ORDER  -  SECOND    CLASS 0
 HF0541
 HF0541.The horizontal coordinates were scaled from a topographic map and have
 HF0541.an estimated accuracy of +/- 6 seconds.
 HF0541
 HF0541.The orthometric height was determined by differential leveling
 HF0541.and adjusted by the National Geodetic Survey in June 1991..
 HF0541
 HF0541.The geoid height was determined by GEOID03.
 HF0541
 HF0541.The dynamic height is computed by dividing the NAVD 88
 HF0541.geopotential number by the normal gravity value computed on the
 HF0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0541.degrees latitude (g = 980.6199 gals.).
 HF0541
 HF0541.The modeled gravity was interpolated from observed gravity values.
 HF0541
 HF0541;                    North         East    Units  Estimated Accuracy
 HF0541;SPC KS S     -   519,600.      504,150.      MT  (+/- 180 meters Scaled)
 HF0541
 HF0541                          SUPERSEDED SURVEY CONTROL
 HF0541
 HF0541  NGVD 29 (??/??/92)  412.271  (m)         1352.59   (f) ADJ UNCH    2 0
 HF0541
 HF0541.Superseded values are not recommended for survey control.
 HF0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0541.See file dsdata.txt to determine how the superseded data were derived.
 HF0541
 HF0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG481781(NAD 83)
 HF0541_MARKER: DR = REFERENCE MARK DISK
 HF0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0541_SP_SET: GUARD RAIL
 HF0541_STAMPING: 35-25 NO 1 1972
 HF0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0541
 HF0541  HISTORY     - Date     Condition        Report By
 HF0541  HISTORY     - 1972     MONUMENTED       NGS
 HF0541
 HF0541                          STATION DESCRIPTION
 HF0541
 HF0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0541'1.8 MI S FROM WICHITA.
 HF0541'ABOUT 1.75 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0541'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF WICHITA,
 HF0541'CEMENTED IN A DRILL HOLE IN THE TOP OF A GUARD RAIL OF A BRIDGE
 HF0541'IN THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 W.  IT IS 26.0
 HF0541'FEET WEST OF THE CENTER OF THE NORTH BOUND LANE AND ABOUT THE
 HF0541'SAME ELEVATION AS THE STATION.  SECTION 34, T 26 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0542 ***********************************************************************
 HF0542  DESIGNATION -  35 25 RM 2
 HF0542  PID         -  HF0542
 HF0542  STATE/COUNTY-  KS/SEDGWICK
 HF0542  USGS QUAD   -  WICHITA EAST (1982)
 HF0542
 HF0542                         *CURRENT SURVEY CONTROL
 HF0542  ___________________________________________________________________
 HF0542* NAD 83(1986)-  37 44 18.     (N)    097 19 06.     (W)     SCALED    
 HF0542* NAVD 88     -       412.451  (meters)    1353.18   (feet)  ADJUSTED  
 HF0542  ___________________________________________________________________
 HF0542  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0542  DYNAMIC HT  -         412.128 (meters)    1352.12  (feet)  COMP
 HF0542  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 HF0542
 HF0542  VERT ORDER  -  SECOND    CLASS 0
 HF0542
 HF0542.The horizontal coordinates were scaled from a topographic map and have
 HF0542.an estimated accuracy of +/- 6 seconds.
 HF0542
 HF0542.The orthometric height was determined by differential leveling
 HF0542.and adjusted by the National Geodetic Survey in June 1991..
 HF0542
 HF0542.The geoid height was determined by GEOID03.
 HF0542
 HF0542.The dynamic height is computed by dividing the NAVD 88
 HF0542.geopotential number by the normal gravity value computed on the
 HF0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0542.degrees latitude (g = 980.6199 gals.).
 HF0542
 HF0542.The modeled gravity was interpolated from observed gravity values.
 HF0542
 HF0542;                    North         East    Units  Estimated Accuracy
 HF0542;SPC KS S     -   519,600.      504,150.      MT  (+/- 180 meters Scaled)
 HF0542
 HF0542                          SUPERSEDED SURVEY CONTROL
 HF0542
 HF0542  NGVD 29 (??/??/92)  412.305  (m)         1352.70   (f) ADJ UNCH    2 0
 HF0542
 HF0542.Superseded values are not recommended for survey control.
 HF0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0542.See file dsdata.txt to determine how the superseded data were derived.
 HF0542
 HF0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG481781(NAD 83)
 HF0542_MARKER: DR = REFERENCE MARK DISK
 HF0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0542_SP_SET: ABUTMENT
 HF0542_STAMPING: 35-25 NO 2 1972
 HF0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0542
 HF0542  HISTORY     - Date     Condition        Report By
 HF0542  HISTORY     - 1972     MONUMENTED       NGS
 HF0542
 HF0542                          STATION DESCRIPTION
 HF0542
 HF0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0542'1.8 MI N FROM WICHITA.
 HF0542'ABOUT 1.75 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0542'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF WICHITA,
 HF0542'CEMENTED IN A DRILL HOLE IN A BRIDGE ABUTMENT AT THE NORTHEAST
 HF0542'CORNER OF A BRIDGE.  IT IS 25.0 FEET EAST OF THE CENTER OF THE
 HF0542'SOUTH BOUND LANE OF THE INTERSTATE 13.54 FEET SOUTH OF THE
 HF0542'STATION AND ABOUT THE SAME ELEVATION AS THE STATION.  SECTION
 HF0542'34, T 26 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0680 ***********************************************************************
 JF0680  DESIGNATION -  35+00
 JF0680  PID         -  JF0680
 JF0680  STATE/COUNTY-  KS/MCPHERSON
 JF0680  USGS QUAD   -  CANTON (1985)
 JF0680
 JF0680                         *CURRENT SURVEY CONTROL
 JF0680  ___________________________________________________________________
 JF0680* NAD 83(1986)-  38 23 02.     (N)    097 26 52.     (W)     SCALED    
 JF0680* NAVD 88     -       481.836  (meters)    1580.82   (feet)  ADJUSTED  
 JF0680  ___________________________________________________________________
 JF0680  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 JF0680  DYNAMIC HT  -         481.475 (meters)    1579.64  (feet)  COMP
 JF0680  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 JF0680
 JF0680  VERT ORDER  -  SECOND    CLASS 0
 JF0680
 JF0680.The horizontal coordinates were scaled from a topographic map and have
 JF0680.an estimated accuracy of +/- 6 seconds.
 JF0680
 JF0680.The orthometric height was determined by differential leveling
 JF0680.and adjusted by the National Geodetic Survey in June 1991..
 JF0680
 JF0680.The geoid height was determined by GEOID03.
 JF0680
 JF0680.The dynamic height is computed by dividing the NAVD 88
 JF0680.geopotential number by the normal gravity value computed on the
 JF0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0680.degrees latitude (g = 980.6199 gals.).
 JF0680
 JF0680.The modeled gravity was interpolated from observed gravity values.
 JF0680
 JF0680;                    North         East    Units  Estimated Accuracy
 JF0680;SPC KS S     -   591,110.      491,930.      MT  (+/- 180 meters Scaled)
 JF0680
 JF0680                          SUPERSEDED SURVEY CONTROL
 JF0680
 JF0680  NGVD 29 (??/??/92)  481.645  (m)         1580.20   (f) ADJ UNCH    2 0
 JF0680
 JF0680.Superseded values are not recommended for survey control.
 JF0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0680.See file dsdata.txt to determine how the superseded data were derived.
 JF0680
 JF0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH355495(NAD 83)
 JF0680_MARKER: B = BOLT
 JF0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0680+STABILITY: SURFACE MOTION
 JF0680
 JF0680  HISTORY     - Date     Condition        Report By
 JF0680  HISTORY     - UNK      MONUMENTED       CGS
 JF0680  HISTORY     - 1934     GOOD             NGS
 JF0680
 JF0680                          STATION DESCRIPTION
 JF0680
 JF0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0680'1 MI W FROM CANTON.
 JF0680'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO. AT MILE POST
 JF0680'35.  49 FT. L OR SOUTH OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1159 ***********************************************************************
 JF1159  DESIGNATION -  3507 RM 2
 JF1159  PID         -  JF1159
 JF1159  STATE/COUNTY-  KS/SALINE
 JF1159  USGS QUAD   -  ASSARIA (1978)
 JF1159
 JF1159                         *CURRENT SURVEY CONTROL
 JF1159  ___________________________________________________________________
 JF1159* NAD 83(1986)-  38 39 08.     (N)    097 37 16.     (W)     SCALED    
 JF1159* NAVD 88     -       403.537  (meters)    1323.94   (feet)  ADJUSTED  
 JF1159  ___________________________________________________________________
 JF1159  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF1159  DYNAMIC HT  -         403.257 (meters)    1323.02  (feet)  COMP
 JF1159  MODELED GRAV-     979,920.3   (mgal)                       NAVD 88
 JF1159
 JF1159  VERT ORDER  -  SECOND    CLASS 0
 JF1159
 JF1159.The horizontal coordinates were scaled from a topographic map and have
 JF1159.an estimated accuracy of +/- 6 seconds.
 JF1159
 JF1159.The orthometric height was determined by differential leveling
 JF1159.and adjusted by the National Geodetic Survey in June 1991..
 JF1159
 JF1159.The geoid height was determined by GEOID03.
 JF1159
 JF1159.The dynamic height is computed by dividing the NAVD 88
 JF1159.geopotential number by the normal gravity value computed on the
 JF1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1159.degrees latitude (g = 980.6199 gals.).
 JF1159
 JF1159.The modeled gravity was interpolated from observed gravity values.
 JF1159
 JF1159;                    North         East    Units  Estimated Accuracy
 JF1159;SPC KS N     -    35,470.      432,980.      MT  (+/- 180 meters Scaled)
 JF1159
 JF1159                          SUPERSEDED SURVEY CONTROL
 JF1159
 JF1159  NGVD 29 (??/??/92)  403.442  (m)         1323.63   (f) ADJ UNCH    2 0
 JF1159
 JF1159.Superseded values are not recommended for survey control.
 JF1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1159.See file dsdata.txt to determine how the superseded data were derived.
 JF1159
 JF1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH199790(NAD 83)
 JF1159_MARKER: DR = REFERENCE MARK DISK
 JF1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1159_STAMPING: 35-07 NO 2 1970
 JF1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1159+STABILITY: SURFACE MOTION
 JF1159
 JF1159  HISTORY     - Date     Condition        Report By
 JF1159  HISTORY     - 1970     MONUMENTED       NGS
 JF1159
 JF1159                          STATION DESCRIPTION
 JF1159
 JF1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1159'13.3 MI S FROM SALINA.
 JF1159'ABOUT 13.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1159'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, ABOUT 1.0
 JF1159'MILE SOUTH OF HIGHWAY UNDERPASS NUMBER 4.02 FOR A ROAD, ON THE
 JF1159'TOP OF A 20-FOOT CUT FOR THE HIGHWAY, APPROXIMATELY 35 YARDS
 JF1159'WEST OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY,
 JF1159'34.40 FEET SOUTH OF TRIANGULATION STATION 35-07, 3 1/2 FEET EAST OF
 JF1159'A FENCE, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 JF1159'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.  SECTION 23, T 16
 JF1159'S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0847 ***********************************************************************
 HH0847  DESIGNATION -  3530
 HH0847  PID         -  HH0847
 HH0847  STATE/COUNTY-  KS/HAMILTON
 HH0847  USGS QUAD   -  SYRACUSE WEST SE (1966)
 HH0847
 HH0847                         *CURRENT SURVEY CONTROL
 HH0847  ___________________________________________________________________
 HH0847* NAD 83(1997)-  37 49 37.02311(N)    101 48 59.71821(W)     ADJUSTED  
 HH0847* NAVD 88     -      1078.35   (+/-2cm)    3537.9    (feet)  VERTCON   
 HH0847  ___________________________________________________________________
 HH0847  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 HH0847  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 HH0847
 HH0847  HORZ ORDER  -  SECOND
 HH0847  VERT ORDER  -  THIRD ? (See Below)
 HH0847
 HH0847.The horizontal coordinates were established by classical geodetic methods
 HH0847.and adjusted by the National Geodetic Survey in October 1998..
 HH0847
 HH0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0847.The vertical order pertains to the NGVD 29 superseded value.
 HH0847
 HH0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0847
 HH0847.The geoid height was determined by GEOID03.
 HH0847
 HH0847;                    North         East     Units Scale Factor Converg.
 HH0847;SPC KS S     -   533,966.113   108,092.607   MT  0.99993717   -2 02 17.3
 HH0847;UTM  14      - 4,190,353.601   252,106.130   MT  1.00035695   -1 43 41.6
 HH0847
 HH0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0847!SPC KS S     -   0.99983466  x   0.99993717  =   0.99977184
 HH0847!UTM  14      -   0.99983466  x   1.00035695  =   1.00019155
 HH0847
 HH0847                          SUPERSEDED SURVEY CONTROL
 HH0847
 HH0847  NAD 83(1997)-  37 49 37.02309(N)    101 48 59.71838(W) AD(       ) 2
 HH0847  NAD 83(1997)-  37 49 37.02587(N)    101 48 59.71729(W) AD(       ) 2
 HH0847  NAD 83(1986)-  37 49 37.02523(N)    101 48 59.71286(W) AD(       ) 2
 HH0847  NAD 27      -  37 49 36.98431(N)    101 48 58.09342(W) AD(       ) 2
 HH0847  NGVD 29 (07/19/86) 1077.91   (m)         3536.4    (f) LEVELING    3  
 HH0847
 HH0847.Superseded values are not recommended for survey control.
 HH0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0847.See file dsdata.txt to determine how the superseded data were derived.
 HH0847
 HH0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5210690354(NAD 83)
 HH0847_MARKER: P = PIPE CAP
 HH0847_SETTING: 0 = UNSPECIFIED SETTING
 HH0847
 HH0847  HISTORY     - Date     Condition        Report By
 HH0847  HISTORY     - 1934     MONUMENTED       USGS
 HH0847
 HH0847                          STATION DESCRIPTION
 HH0847
 HH0847'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 HH0847'STATION IS 11 MILES AIRLINE S OF SYRACUSE AND ABOUT 3 MILES
 HH0847'N OF PRAIRIE VIEW SCHOOL.  IT IS 122 FEET NE OF T-ROAD INTERSECTION
 HH0847'AND 108 FEET N OF CENTER LINE OF CORRECTION-PARALLEL ROAD.
 HH0847'THE STATION IS 277 FEET NNE OF U.S.G.S. PIPE.
 HH0847'
 HH0847'TO REACH STATION FROM SYRACUSE, DRIVE S ON STATE HIGHWAY 27
 HH0847'FOR 9.0 MILES, FROM INTERSECTION OF MAIN STREET AND SANTA FE
 HH0847'TRACKS TO GRADED CROSSROADS.  TURN W ON GRADED ROAD, DRIVE
 HH0847'1.0 MILE, AND THEN TURN S ON GRADED ROAD AND DRIVE 2.0 MILES
 HH0847'TO GRADED ROAD INTERSECTION.  TURN W ON GRADED ROAD AND DRIVE
 HH0847'2.0 MILES TO T-INTERSECTION AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0058 ***********************************************************************
 HF0058  DESIGNATION -  35+385
 HF0058  PID         -  HF0058
 HF0058  STATE/COUNTY-  KS/GREENWOOD
 HF0058  USGS QUAD   -  HAMILTON (1971)
 HF0058
 HF0058                         *CURRENT SURVEY CONTROL
 HF0058  ___________________________________________________________________
 HF0058* NAD 83(1986)-  37 56 31.     (N)    096 11 17.     (W)     SCALED    
 HF0058* NAVD 88     -       342.490  (meters)    1123.65   (feet)  ADJUSTED  
 HF0058  ___________________________________________________________________
 HF0058  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HF0058  DYNAMIC HT  -         342.228 (meters)    1122.79  (feet)  COMP
 HF0058  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 HF0058
 HF0058  VERT ORDER  -  SECOND    CLASS 0
 HF0058
 HF0058.The horizontal coordinates were scaled from a topographic map and have
 HF0058.an estimated accuracy of +/- 6 seconds.
 HF0058
 HF0058.The orthometric height was determined by differential leveling
 HF0058.and adjusted by the National Geodetic Survey in June 1991..
 HF0058
 HF0058.The geoid height was determined by GEOID03.
 HF0058
 HF0058.The dynamic height is computed by dividing the NAVD 88
 HF0058.geopotential number by the normal gravity value computed on the
 HF0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0058.degrees latitude (g = 980.6199 gals.).
 HF0058
 HF0058.The modeled gravity was interpolated from observed gravity values.
 HF0058
 HF0058;                    North         East    Units  Estimated Accuracy
 HF0058;SPC KS S     -   544,060.      603,190.      MT  (+/- 180 meters Scaled)
 HF0058
 HF0058                          SUPERSEDED SURVEY CONTROL
 HF0058
 HF0058  NGVD 29 (??/??/92)  342.341  (m)         1123.16   (f) ADJ UNCH    2 0
 HF0058
 HF0058.Superseded values are not recommended for survey control.
 HF0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0058.See file dsdata.txt to determine how the superseded data were derived.
 HF0058
 HF0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH471031(NAD 83)
 HF0058_MARKER: B = BOLT
 HF0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0058+STABILITY: SURFACE MOTION
 HF0058
 HF0058  HISTORY     - Date     Condition        Report By
 HF0058  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0058  HISTORY     - 1935     GOOD             NGS
 HF0058  HISTORY     - 1976     MARK NOT FOUND   NGS
 HF0058  HISTORY     - 1976     MARK NOT FOUND   NGS
 HF0058
 HF0058                          STATION DESCRIPTION
 HF0058
 HF0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0058'3 MI S FROM HAMILTON.
 HF0058'3.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0058'FROM HAMILTON, GREENWOOD COUNTY, 385 FEET SOUTH OF MILEPOST 35,
 HF0058'AND 45 FEET WEST OF THE CENTERLINE OF THE TRACK.  A BOLT,
 HF0058'SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES ABOVE
 HF0058'GROUND.
 HF0058
 HF0058                          STATION RECOVERY (1976)
 HF0058
 HF0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0058'MARK NOT FOUND.
 HF0058
 HF0058                          STATION RECOVERY (1976)
 HF0058
 HF0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0047 ***********************************************************************
 HH0047  DESIGNATION -  359
 HH0047  PID         -  HH0047
 HH0047  STATE/COUNTY-  KS/FORD
 HH0047  USGS QUAD   -  DODGE CITY SW (1984)
 HH0047
 HH0047                         *CURRENT SURVEY CONTROL
 HH0047  ___________________________________________________________________
 HH0047* NAD 83(1986)-  37 46 01.     (N)    100 07 58.     (W)     SCALED    
 HH0047* NAVD 88     -       770.637  (meters)    2528.33   (feet)  ADJUSTED  
 HH0047  ___________________________________________________________________
 HH0047  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 HH0047  DYNAMIC HT  -         769.971 (meters)    2526.15  (feet)  COMP
 HH0047  MODELED GRAV-     979,740.6   (mgal)                       NAVD 88
 HH0047
 HH0047  VERT ORDER  -  FIRST     CLASS II
 HH0047
 HH0047.The horizontal coordinates were scaled from a topographic map and have
 HH0047.an estimated accuracy of +/- 6 seconds.
 HH0047
 HH0047.The orthometric height was determined by differential leveling
 HH0047.and adjusted by the National Geodetic Survey in June 1991..
 HH0047
 HH0047.The geoid height was determined by GEOID03.
 HH0047
 HH0047.The dynamic height is computed by dividing the NAVD 88
 HH0047.geopotential number by the normal gravity value computed on the
 HH0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0047.degrees latitude (g = 980.6199 gals.).
 HH0047
 HH0047.The modeled gravity was interpolated from observed gravity values.
 HH0047
 HH0047;                    North         East    Units  Estimated Accuracy
 HH0047;SPC KS S     -   523,370.      256,150.      MT  (+/- 180 meters Scaled)
 HH0047
 HH0047                          SUPERSEDED SURVEY CONTROL
 HH0047
 HH0047  NGVD 29 (??/??/92)  770.294  (m)         2527.21   (f) ADJ UNCH    1 2
 HH0047
 HH0047.Superseded values are not recommended for survey control.
 HH0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0047.See file dsdata.txt to determine how the superseded data were derived.
 HH0047
 HH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG002805(NAD 83)
 HH0047_MARKER: B = BOLT
 HH0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0047+STABILITY: SURFACE MOTION
 HH0047
 HH0047  HISTORY     - Date     Condition        Report By
 HH0047  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0047  HISTORY     - 1933     GOOD             NGS
 HH0047  HISTORY     - 1960     MARK NOT FOUND   NGS
 HH0047  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0047
 HH0047                          STATION DESCRIPTION
 HH0047
 HH0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0047'6.6 MI W FROM DODGE CITY.
 HH0047'ABOUT 6.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0047'RAILWAY FROM THE STATION AT DODGE CITY, FORD COUNTY, AT MILEPOST
 HH0047'359, AND ABOUT 40 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK.
 HH0047'AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
 HH0047
 HH0047                          STATION RECOVERY (1960)
 HH0047
 HH0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HH0047'MARK NOT FOUND.
 HH0047
 HH0047                          STATION RECOVERY (1986)
 HH0047
 HH0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0047'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0607 ***********************************************************************
 KE0607  DESIGNATION -  36
 KE0607  PID         -  KE0607
 KE0607  STATE/COUNTY-  KS/DOUGLAS
 KE0607  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0607
 KE0607                         *CURRENT SURVEY CONTROL
 KE0607  ___________________________________________________________________
 KE0607* NAD 83(1986)-  39 02 23.     (N)    095 22 19.     (W)     SCALED    
 KE0607* NAVD 88     -       256.457  (meters)     841.39   (feet)  ADJUSTED  
 KE0607  ___________________________________________________________________
 KE0607  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 KE0607  DYNAMIC HT  -         256.291 (meters)     840.85  (feet)  COMP
 KE0607  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 KE0607
 KE0607  VERT ORDER  -  FIRST     CLASS II
 KE0607
 KE0607.The horizontal coordinates were scaled from a topographic map and have
 KE0607.an estimated accuracy of +/- 6 seconds.
 KE0607
 KE0607.The orthometric height was determined by differential leveling
 KE0607.and adjusted by the National Geodetic Survey in June 1991..
 KE0607
 KE0607.The geoid height was determined by GEOID03.
 KE0607
 KE0607.The dynamic height is computed by dividing the NAVD 88
 KE0607.geopotential number by the normal gravity value computed on the
 KE0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0607.degrees latitude (g = 980.6199 gals.).
 KE0607
 KE0607.The modeled gravity was interpolated from observed gravity values.
 KE0607
 KE0607;                    North         East    Units  Estimated Accuracy
 KE0607;SPC KS N     -    81,720.      627,490.      MT  (+/- 180 meters Scaled)
 KE0607
 KE0607                          SUPERSEDED SURVEY CONTROL
 KE0607
 KE0607  NGVD 29 (??/??/92)  256.377  (m)          841.13   (f) ADJ UNCH    1 2
 KE0607
 KE0607.Superseded values are not recommended for survey control.
 KE0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0607.See file dsdata.txt to determine how the superseded data were derived.
 KE0607
 KE0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD947238(NAD 83)
 KE0607_MARKER: DD = SURVEY DISK
 KE0607_SETTING: 0 = UNSPECIFIED SETTING
 KE0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0607
 KE0607  HISTORY     - Date     Condition        Report By
 KE0607  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0607  HISTORY     - 1951     GOOD             NGS
 KE0607  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0607
 KE0607                          STATION DESCRIPTION
 KE0607
 KE0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0607'1.5 MI E FROM LECOMPTON.
 KE0607'1.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0607'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 14 YARDS SOUTHEAST
 KE0607'OF MILEPOST 36, AND 9 FEET NORTHEAST OF THE CENTERLINE OF THE
 KE0607'TRACK.  THE TOP OF A VERTICAL SECTION OF RAIL PAINTED WHITE AND
 KE0607'PROJECTING 1.5 FEET ABOVE GROUND.
 KE0607
 KE0607                          STATION RECOVERY (1986)
 KE0607
 KE0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0318 ***********************************************************************
 HE0318  DESIGNATION -  36
 HE0318  PID         -  HE0318
 HE0318  STATE/COUNTY-  KS/CRAWFORD
 HE0318  USGS QUAD   -  BRAZILTON (1973)
 HE0318
 HE0318                         *CURRENT SURVEY CONTROL
 HE0318  ___________________________________________________________________
 HE0318* NAD 83(1986)-  37 32 38.     (N)    094 54 29.     (W)     SCALED    
 HE0318* NAVD 88     -       288.60   (+/-2cm)     946.8    (feet)  VERTCON   
 HE0318  ___________________________________________________________________
 HE0318  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HE0318
 HE0318  VERT ORDER  -  ? (See Below)
 HE0318
 HE0318.The horizontal coordinates were scaled from a topographic map and have
 HE0318.an estimated accuracy of +/- 6 seconds.
 HE0318
 HE0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0318.The vertical order pertains to the NGVD 29 superseded value.
 HE0318
 HE0318.The geoid height was determined by GEOID03.
 HE0318
 HE0318;                    North         East    Units  Estimated Accuracy
 HE0318;SPC KS S     -   503,470.      717,340.      MT  (+/- 180 meters Scaled)
 HE0318
 HE0318                          SUPERSEDED SURVEY CONTROL
 HE0318
 HE0318  NGVD 29 (??/??/92)  288.483  (m)          946.46   (f) ADJ UNCH    ?  
 HE0318
 HE0318.Superseded values are not recommended for survey control.
 HE0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0318.See file dsdata.txt to determine how the superseded data were derived.
 HE0318
 HE0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB314569(NAD 83)
 HE0318_MARKER: B = BOLT
 HE0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0318+STABILITY: SURFACE MOTION
 HE0318
 HE0318  HISTORY     - Date     Condition        Report By
 HE0318  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0318  HISTORY     - 1935     GOOD             NGS
 HE0318
 HE0318                          STATION DESCRIPTION
 HE0318
 HE0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0318'4.5 MI SE FROM BRAZILTON.
 HE0318'4.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0318'RAILWAY FROM THE STATION AT BRAZILTON, CRAWFORD COUNTY, 5 POLES
 HE0318'EAST OF MILEPOST 36, 4 RAILS EAST OF A ROAD CROSSING, 90 FEET
 HE0318'EAST OF BENCH MARK W 224 DESCRIBED BELOW, AND 48 FEET SOUTH
 HE0318'OF THE CENTERLINE OF THE TRACK.  AN IRON BOLT, SET IN THE TOP
 HE0318'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0317 ***********************************************************************
 HE0317  DESIGNATION -  36 B
 HE0317  PID         -  HE0317
 HE0317  STATE/COUNTY-  KS/CRAWFORD
 HE0317  USGS QUAD   -  BRAZILTON (1973)
 HE0317
 HE0317                         *CURRENT SURVEY CONTROL
 HE0317  ___________________________________________________________________
 HE0317* NAD 83(1986)-  37 32 22.     (N)    094 52 58.     (W)     SCALED    
 HE0317* NAVD 88     -       292.173  (meters)     958.57   (feet)  ADJUSTED  
 HE0317  ___________________________________________________________________
 HE0317  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HE0317  DYNAMIC HT  -         291.945 (meters)     957.82  (feet)  COMP
 HE0317  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 HE0317
 HE0317  VERT ORDER  -  SECOND    CLASS 0
 HE0317
 HE0317.The horizontal coordinates were scaled from a topographic map and have
 HE0317.an estimated accuracy of +/- 6 seconds.
 HE0317
 HE0317.The orthometric height was determined by differential leveling
 HE0317.and adjusted by the National Geodetic Survey in June 1991..
 HE0317
 HE0317.The geoid height was determined by GEOID03.
 HE0317
 HE0317.The dynamic height is computed by dividing the NAVD 88
 HE0317.geopotential number by the normal gravity value computed on the
 HE0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0317.degrees latitude (g = 980.6199 gals.).
 HE0317
 HE0317.The modeled gravity was interpolated from observed gravity values.
 HE0317
 HE0317;                    North         East    Units  Estimated Accuracy
 HE0317;SPC KS S     -   503,070.      719,590.      MT  (+/- 180 meters Scaled)
 HE0317
 HE0317                          SUPERSEDED SURVEY CONTROL
 HE0317
 HE0317  NGVD 29 (??/??/92)  292.055  (m)          958.18   (f) ADJ UNCH    2 0
 HE0317
 HE0317.Superseded values are not recommended for survey control.
 HE0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0317.See file dsdata.txt to determine how the superseded data were derived.
 HE0317
 HE0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB336563(NAD 83)
 HE0317_MARKER: X = CHISELED CROSS
 HE0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0317_SP_SET: BRIDGE
 HE0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0317
 HE0317  HISTORY     - Date     Condition        Report By
 HE0317  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0317  HISTORY     - 1935     GOOD             NGS
 HE0317
 HE0317                          STATION DESCRIPTION
 HE0317
 HE0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0317'3.3 MI NW FROM GIRARD.
 HE0317'3.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0317'RAILWAY FROM THE STATION AT GIRARD, CRAWFORD COUNTY, AT BRIDGE
 HE0317'36 B, ON THE TOP OF THE WEST END OF THE CONCRETE HEADWALL, 15
 HE0317'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3-1/2
 HE0317'FEET LOWER THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0316 ***********************************************************************
 HE0316  DESIGNATION -  36 C
 HE0316  PID         -  HE0316
 HE0316  STATE/COUNTY-  KS/CRAWFORD
 HE0316  USGS QUAD   -  BRAZILTON (1973)
 HE0316
 HE0316                         *CURRENT SURVEY CONTROL
 HE0316  ___________________________________________________________________
 HE0316* NAD 83(1986)-  37 32 15.     (N)    094 52 44.     (W)     SCALED    
 HE0316* NAVD 88     -       293.783  (meters)     963.85   (feet)  ADJUSTED  
 HE0316  ___________________________________________________________________
 HE0316  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HE0316  DYNAMIC HT  -         293.553 (meters)     963.10  (feet)  COMP
 HE0316  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 HE0316
 HE0316  VERT ORDER  -  SECOND    CLASS 0
 HE0316
 HE0316.The horizontal coordinates were scaled from a topographic map and have
 HE0316.an estimated accuracy of +/- 6 seconds.
 HE0316
 HE0316.The orthometric height was determined by differential leveling
 HE0316.and adjusted by the National Geodetic Survey in June 1991..
 HE0316
 HE0316.The geoid height was determined by GEOID03.
 HE0316
 HE0316.The dynamic height is computed by dividing the NAVD 88
 HE0316.geopotential number by the normal gravity value computed on the
 HE0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0316.degrees latitude (g = 980.6199 gals.).
 HE0316
 HE0316.The modeled gravity was interpolated from observed gravity values.
 HE0316
 HE0316;                    North         East    Units  Estimated Accuracy
 HE0316;SPC KS S     -   502,860.      719,940.      MT  (+/- 180 meters Scaled)
 HE0316
 HE0316                          SUPERSEDED SURVEY CONTROL
 HE0316
 HE0316  NGVD 29 (??/??/92)  293.664  (m)          963.46   (f) ADJ UNCH    2 0
 HE0316
 HE0316.Superseded values are not recommended for survey control.
 HE0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0316.See file dsdata.txt to determine how the superseded data were derived.
 HE0316
 HE0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB340561(NAD 83)
 HE0316_MARKER: X = CHISELED CROSS
 HE0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0316_SP_SET: BRIDGE
 HE0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0316
 HE0316  HISTORY     - Date     Condition        Report By
 HE0316  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0316  HISTORY     - 1935     GOOD             NGS
 HE0316
 HE0316                          STATION DESCRIPTION
 HE0316
 HE0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0316'3 MI NW FROM GIRARD.
 HE0316'3.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0316'RAILWAY FROM THE STATION AT GIRARD, CRAWFORD COUNTY, AT BRIDGE
 HE0316'36 C, ON THE TOP OF THE WEST END OF THE CONCRETE HEADWALL, 18
 HE0316'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 6 FEET
 HE0316'LOWER THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0678 ***********************************************************************
 JF0678  DESIGNATION -  36+00
 JF0678  PID         -  JF0678
 JF0678  STATE/COUNTY-  KS/MCPHERSON
 JF0678  USGS QUAD   -  CANTON (1985)
 JF0678
 JF0678                         *CURRENT SURVEY CONTROL
 JF0678  ___________________________________________________________________
 JF0678* NAD 83(1986)-  38 23 03.     (N)    097 27 57.     (W)     SCALED    
 JF0678* NAVD 88     -       478.224  (meters)    1568.97   (feet)  ADJUSTED  
 JF0678  ___________________________________________________________________
 JF0678  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 JF0678  DYNAMIC HT  -         477.868 (meters)    1567.81  (feet)  COMP
 JF0678  MODELED GRAV-     979,869.8   (mgal)                       NAVD 88
 JF0678
 JF0678  VERT ORDER  -  SECOND    CLASS 0
 JF0678
 JF0678.The horizontal coordinates were scaled from a topographic map and have
 JF0678.an estimated accuracy of +/- 6 seconds.
 JF0678
 JF0678.The orthometric height was determined by differential leveling
 JF0678.and adjusted by the National Geodetic Survey in June 1991..
 JF0678
 JF0678.The geoid height was determined by GEOID03.
 JF0678
 JF0678.The dynamic height is computed by dividing the NAVD 88
 JF0678.geopotential number by the normal gravity value computed on the
 JF0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0678.degrees latitude (g = 980.6199 gals.).
 JF0678
 JF0678.The modeled gravity was interpolated from observed gravity values.
 JF0678
 JF0678;                    North         East    Units  Estimated Accuracy
 JF0678;SPC KS S     -   591,120.      490,350.      MT  (+/- 180 meters Scaled)
 JF0678
 JF0678                          SUPERSEDED SURVEY CONTROL
 JF0678
 JF0678  NGVD 29 (??/??/92)  478.036  (m)         1568.36   (f) ADJ UNCH    2 0
 JF0678
 JF0678.Superseded values are not recommended for survey control.
 JF0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0678.See file dsdata.txt to determine how the superseded data were derived.
 JF0678
 JF0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH339495(NAD 83)
 JF0678_MARKER: B = BOLT
 JF0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0678+STABILITY: SURFACE MOTION
 JF0678
 JF0678  HISTORY     - Date     Condition        Report By
 JF0678  HISTORY     - UNK      MONUMENTED       CGS
 JF0678  HISTORY     - 1934     GOOD             NGS
 JF0678
 JF0678                          STATION DESCRIPTION
 JF0678
 JF0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0678'2 MI W FROM CANTON.
 JF0678'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO. AT MILE
 JF0678'POST 36.  49 FT. L OR SOUTH OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0045 ***********************************************************************
 HH0045  DESIGNATION -  361
 HH0045  PID         -  HH0045
 HH0045  STATE/COUNTY-  KS/FORD
 HH0045  USGS QUAD   -  DODGE CITY SW (1984)
 HH0045
 HH0045                         *CURRENT SURVEY CONTROL
 HH0045  ___________________________________________________________________
 HH0045* NAD 83(1986)-  37 46 41.     (N)    100 09 59.     (W)     SCALED    
 HH0045* NAVD 88     -       775.019  (meters)    2542.71   (feet)  ADJUSTED  
 HH0045  ___________________________________________________________________
 HH0045  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 HH0045  DYNAMIC HT  -         774.351 (meters)    2540.52  (feet)  COMP
 HH0045  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 HH0045
 HH0045  VERT ORDER  -  FIRST     CLASS II
 HH0045
 HH0045.The horizontal coordinates were scaled from a topographic map and have
 HH0045.an estimated accuracy of +/- 6 seconds.
 HH0045
 HH0045.The orthometric height was determined by differential leveling
 HH0045.and adjusted by the National Geodetic Survey in June 1991..
 HH0045
 HH0045.The geoid height was determined by GEOID03.
 HH0045
 HH0045.The dynamic height is computed by dividing the NAVD 88
 HH0045.geopotential number by the normal gravity value computed on the
 HH0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0045.degrees latitude (g = 980.6199 gals.).
 HH0045
 HH0045.The modeled gravity was interpolated from observed gravity values.
 HH0045
 HH0045;                    North         East    Units  Estimated Accuracy
 HH0045;SPC KS S     -   524,660.      253,210.      MT  (+/- 180 meters Scaled)
 HH0045
 HH0045                          SUPERSEDED SURVEY CONTROL
 HH0045
 HH0045  NGVD 29 (??/??/92)  774.674  (m)         2541.58   (f) ADJ UNCH    1 2
 HH0045
 HH0045.Superseded values are not recommended for survey control.
 HH0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0045.See file dsdata.txt to determine how the superseded data were derived.
 HH0045
 HH0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG972818(NAD 83)
 HH0045_MARKER: B = BOLT
 HH0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0045+STABILITY: SURFACE MOTION
 HH0045
 HH0045  HISTORY     - Date     Condition        Report By
 HH0045  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0045  HISTORY     - 1933     GOOD             NGS
 HH0045  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0045
 HH0045                          STATION DESCRIPTION
 HH0045
 HH0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0045'8.6 MI W FROM DODGE CITY.
 HH0045'ABOUT 8.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0045'RAILWAY FROM THE STATION AT DODGE CITY, FORD COUNTY, AT MILEPOST
 HH0045'361, 40 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND 36
 HH0045'FEET SOUTHWEST OF A POLE MARKED 361.  AN IRON BOLT, SET IN THE
 HH0045'TOP OF A CONCRETE POST.
 HH0045
 HH0045                          STATION RECOVERY (1986)
 HH0045
 HH0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0045'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0041 ***********************************************************************
 HH0041  DESIGNATION -  365
 HH0041  PID         -  HH0041
 HH0041  STATE/COUNTY-  KS/GRAY
 HH0041  USGS QUAD   -  DODGE CITY SW (1984)
 HH0041
 HH0041                         *CURRENT SURVEY CONTROL
 HH0041  ___________________________________________________________________
 HH0041* NAD 83(1986)-  37 47 38.     (N)    100 14 09.     (W)     SCALED    
 HH0041* NAVD 88     -       786.447  (meters)    2580.20   (feet)  ADJUSTED  
 HH0041  ___________________________________________________________________
 HH0041  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HH0041  DYNAMIC HT  -         785.766 (meters)    2577.97  (feet)  COMP
 HH0041  MODELED GRAV-     979,737.3   (mgal)                       NAVD 88
 HH0041
 HH0041  VERT ORDER  -  FIRST     CLASS II
 HH0041
 HH0041.The horizontal coordinates were scaled from a topographic map and have
 HH0041.an estimated accuracy of +/- 6 seconds.
 HH0041
 HH0041.The orthometric height was determined by differential leveling
 HH0041.and adjusted by the National Geodetic Survey in June 1991..
 HH0041
 HH0041.The geoid height was determined by GEOID03.
 HH0041
 HH0041.The dynamic height is computed by dividing the NAVD 88
 HH0041.geopotential number by the normal gravity value computed on the
 HH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0041.degrees latitude (g = 980.6199 gals.).
 HH0041
 HH0041.The modeled gravity was interpolated from observed gravity values.
 HH0041
 HH0041;                    North         East    Units  Estimated Accuracy
 HH0041;SPC KS S     -   526,530.      247,130.      MT  (+/- 180 meters Scaled)
 HH0041
 HH0041                          SUPERSEDED SURVEY CONTROL
 HH0041
 HH0041  NGVD 29 (??/??/92)  786.094  (m)         2579.04   (f) ADJ UNCH    1 2
 HH0041
 HH0041.Superseded values are not recommended for survey control.
 HH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0041.See file dsdata.txt to determine how the superseded data were derived.
 HH0041
 HH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG911836(NAD 83)
 HH0041_MARKER: B = BOLT
 HH0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0041+STABILITY: SURFACE MOTION
 HH0041
 HH0041  HISTORY     - Date     Condition        Report By
 HH0041  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0041  HISTORY     - 1933     GOOD             NGS
 HH0041  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0041
 HH0041                          STATION DESCRIPTION
 HH0041
 HH0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0041'6.2 MI E FROM CIMARRON.
 HH0041'ABOUT 6.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0041'RAILWAY FROM THE STATION AT CIMARRON, GRAY COUNTY, AT MILEPOST
 HH0041'365, SOUTH OF THE TRACK, AND AT THE RIGHT-OF-WAY FENCE LINE.
 HH0041'AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
 HH0041
 HH0041                          STATION RECOVERY (1986)
 HH0041
 HH0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0041'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0040 ***********************************************************************
 HH0040  DESIGNATION -  366
 HH0040  PID         -  HH0040
 HH0040  STATE/COUNTY-  KS/GRAY
 HH0040  USGS QUAD   -  CIMARRON (1968)
 HH0040
 HH0040                         *CURRENT SURVEY CONTROL
 HH0040  ___________________________________________________________________
 HH0040* NAD 83(1986)-  37 47 46.     (N)    100 15 17.     (W)     SCALED    
 HH0040* NAVD 88     -       788.923  (meters)    2588.32   (feet)  ADJUSTED  
 HH0040  ___________________________________________________________________
 HH0040  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HH0040  DYNAMIC HT  -         788.237 (meters)    2586.07  (feet)  COMP
 HH0040  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 HH0040
 HH0040  VERT ORDER  -  FIRST     CLASS II
 HH0040
 HH0040.The horizontal coordinates were scaled from a topographic map and have
 HH0040.an estimated accuracy of +/- 6 seconds.
 HH0040
 HH0040.The orthometric height was determined by differential leveling
 HH0040.and adjusted by the National Geodetic Survey in June 1991..
 HH0040
 HH0040.The geoid height was determined by GEOID03.
 HH0040
 HH0040.The dynamic height is computed by dividing the NAVD 88
 HH0040.geopotential number by the normal gravity value computed on the
 HH0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0040.degrees latitude (g = 980.6199 gals.).
 HH0040
 HH0040.The modeled gravity was interpolated from observed gravity values.
 HH0040
 HH0040;                    North         East    Units  Estimated Accuracy
 HH0040;SPC KS S     -   526,810.      245,470.      MT  (+/- 180 meters Scaled)
 HH0040
 HH0040                          SUPERSEDED SURVEY CONTROL
 HH0040
 HH0040  NGVD 29 (??/??/92)  788.568  (m)         2587.16   (f) ADJ UNCH    1 2
 HH0040
 HH0040.Superseded values are not recommended for survey control.
 HH0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0040.See file dsdata.txt to determine how the superseded data were derived.
 HH0040
 HH0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG895839(NAD 83)
 HH0040_MARKER: B = BOLT
 HH0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0040+STABILITY: SURFACE MOTION
 HH0040
 HH0040  HISTORY     - Date     Condition        Report By
 HH0040  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0040  HISTORY     - 1933     GOOD             NGS
 HH0040  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0040
 HH0040                          STATION DESCRIPTION
 HH0040
 HH0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0040'5.2 MI E FROM CIMARRON.
 HH0040'ABOUT 5.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0040'RAILWAY FROM THE STATION AT CIMARRON, GRAY COUNTY, AT MILEPOST
 HH0040'366, SOUTH OF THE TRACK, AND AT THE RIGHT-OF-WAY FENCE LINE.  AN
 HH0040'IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
 HH0040
 HH0040                          STATION RECOVERY (1986)
 HH0040
 HH0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0040'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0038 ***********************************************************************
 HH0038  DESIGNATION -  368
 HH0038  PID         -  HH0038
 HH0038  STATE/COUNTY-  KS/GRAY
 HH0038  USGS QUAD   -  CIMARRON (1968)
 HH0038
 HH0038                         *CURRENT SURVEY CONTROL
 HH0038  ___________________________________________________________________
 HH0038* NAD 83(1986)-  37 47 58.     (N)    100 17 25.     (W)     SCALED    
 HH0038* NAVD 88     -       789.295  (meters)    2589.55   (feet)  ADJUSTED  
 HH0038  ___________________________________________________________________
 HH0038  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HH0038  DYNAMIC HT  -         788.606 (meters)    2587.28  (feet)  COMP
 HH0038  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 HH0038
 HH0038  VERT ORDER  -  FIRST     CLASS II
 HH0038
 HH0038.The horizontal coordinates were scaled from a topographic map and have
 HH0038.an estimated accuracy of +/- 6 seconds.
 HH0038
 HH0038.The orthometric height was determined by differential leveling
 HH0038.and adjusted by the National Geodetic Survey in June 1991..
 HH0038
 HH0038.The geoid height was determined by GEOID03.
 HH0038
 HH0038.The dynamic height is computed by dividing the NAVD 88
 HH0038.geopotential number by the normal gravity value computed on the
 HH0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0038.degrees latitude (g = 980.6199 gals.).
 HH0038
 HH0038.The modeled gravity was interpolated from observed gravity values.
 HH0038
 HH0038;                    North         East    Units  Estimated Accuracy
 HH0038;SPC KS S     -   527,230.      242,350.      MT  (+/- 180 meters Scaled)
 HH0038
 HH0038                          SUPERSEDED SURVEY CONTROL
 HH0038
 HH0038  NGVD 29 (??/??/92)  788.938  (m)         2588.37   (f) ADJ UNCH    1 2
 HH0038
 HH0038.Superseded values are not recommended for survey control.
 HH0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0038.See file dsdata.txt to determine how the superseded data were derived.
 HH0038
 HH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG864843(NAD 83)
 HH0038_MARKER: B = BOLT
 HH0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0038_SP_SET: CONCRETE POST
 HH0038_MARK LOGO: NONE  
 HH0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0038+STABILITY: SURFACE MOTION
 HH0038
 HH0038  HISTORY     - Date     Condition        Report By
 HH0038  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0038  HISTORY     - 1933     GOOD             NGS
 HH0038  HISTORY     - 1986     POOR             NGS
 HH0038
 HH0038                          STATION DESCRIPTION
 HH0038
 HH0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0038'3.2 MI E FROM CIMARRON.
 HH0038'ABOUT 3.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0038'RAILWAY FROM THE STATION AT CIMARRON, GRAY COUNTY, AT MILEPOST
 HH0038'368, 40 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND AT
 HH0038'THE RIGHT-OF-WAY FENCE LINE.  AN IRON BOLT, SET IN THE TOP OF A
 HH0038'CONCRETE POST.
 HH0038
 HH0038                          STATION RECOVERY (1986)
 HH0038
 HH0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0038'RECOVERED IN POOR CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE EXCEPT
 HH0038'THE MARK HAS BEEN HIT AND IS LEANING AT 45 DEGREES.  NOT LEVELED TO
 HH0038'DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0036 ***********************************************************************
 HH0036  DESIGNATION -  369
 HH0036  PID         -  HH0036
 HH0036  STATE/COUNTY-  KS/GRAY
 HH0036  USGS QUAD   -  CIMARRON (1968)
 HH0036
 HH0036                         *CURRENT SURVEY CONTROL
 HH0036  ___________________________________________________________________
 HH0036* NAD 83(1986)-  37 48 05.     (N)    100 18 31.     (W)     SCALED    
 HH0036* NAVD 88     -       793.288  (meters)    2602.65   (feet)  ADJUSTED  
 HH0036  ___________________________________________________________________
 HH0036  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HH0036  DYNAMIC HT  -         792.594 (meters)    2600.37  (feet)  COMP
 HH0036  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 HH0036
 HH0036  VERT ORDER  -  FIRST     CLASS II
 HH0036
 HH0036.The horizontal coordinates were scaled from a topographic map and have
 HH0036.an estimated accuracy of +/- 6 seconds.
 HH0036
 HH0036.The orthometric height was determined by differential leveling
 HH0036.and adjusted by the National Geodetic Survey in June 1991..
 HH0036
 HH0036.The geoid height was determined by GEOID03.
 HH0036
 HH0036.The dynamic height is computed by dividing the NAVD 88
 HH0036.geopotential number by the normal gravity value computed on the
 HH0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0036.degrees latitude (g = 980.6199 gals.).
 HH0036
 HH0036.The modeled gravity was interpolated from observed gravity values.
 HH0036
 HH0036;                    North         East    Units  Estimated Accuracy
 HH0036;SPC KS S     -   527,480.      240,740.      MT  (+/- 180 meters Scaled)
 HH0036
 HH0036                          SUPERSEDED SURVEY CONTROL
 HH0036
 HH0036  NGVD 29 (??/??/92)  792.929  (m)         2601.47   (f) ADJ UNCH    1 2
 HH0036
 HH0036.Superseded values are not recommended for survey control.
 HH0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0036.See file dsdata.txt to determine how the superseded data were derived.
 HH0036
 HH0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG847845(NAD 83)
 HH0036_MARKER: B = BOLT
 HH0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0036+STABILITY: SURFACE MOTION
 HH0036
 HH0036  HISTORY     - Date     Condition        Report By
 HH0036  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0036  HISTORY     - 1933     GOOD             NGS
 HH0036  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0036
 HH0036                          STATION DESCRIPTION
 HH0036
 HH0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0036'2.2 MI E FROM CIMARRON.
 HH0036'ABOUT 2.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0036'RAILWAY FROM THE STATION AT CIMARRON, GRAY COUNTY, AT MILEPOST
 HH0036'369, 40 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND AT THE
 HH0036'RIGHT-OF-WAY FENCE LINE.  AN IRON BOLT, SET IN THE TOP OF A
 HH0036'CONCRETE POST.
 HH0036
 HH0036                          STATION RECOVERY (1986)
 HH0036
 HH0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0036'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0608 ***********************************************************************
 KE0608  DESIGNATION -  37
 KE0608  PID         -  KE0608
 KE0608  STATE/COUNTY-  KS/DOUGLAS
 KE0608  USGS QUAD   -  PERRY (1975)
 KE0608
 KE0608                         *CURRENT SURVEY CONTROL
 KE0608  ___________________________________________________________________
 KE0608* NAD 83(1986)-  39 02 49.     (N)    095 23 09.     (W)     SCALED    
 KE0608* NAVD 88     -       259.480  (meters)     851.31   (feet)  ADJUSTED  
 KE0608  ___________________________________________________________________
 KE0608  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KE0608  DYNAMIC HT  -         259.312 (meters)     850.76  (feet)  COMP
 KE0608  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 KE0608
 KE0608  VERT ORDER  -  FIRST     CLASS II
 KE0608
 KE0608.The horizontal coordinates were scaled from a topographic map and have
 KE0608.an estimated accuracy of +/- 6 seconds.
 KE0608
 KE0608.The orthometric height was determined by differential leveling
 KE0608.and adjusted by the National Geodetic Survey in June 1991..
 KE0608
 KE0608.The geoid height was determined by GEOID03.
 KE0608
 KE0608.The dynamic height is computed by dividing the NAVD 88
 KE0608.geopotential number by the normal gravity value computed on the
 KE0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0608.degrees latitude (g = 980.6199 gals.).
 KE0608
 KE0608.The modeled gravity was interpolated from observed gravity values.
 KE0608
 KE0608;                    North         East    Units  Estimated Accuracy
 KE0608;SPC KS N     -    82,490.      626,270.      MT  (+/- 180 meters Scaled)
 KE0608
 KE0608                          SUPERSEDED SURVEY CONTROL
 KE0608
 KE0608  NGVD 29 (??/??/92)  259.400  (m)          851.05   (f) ADJ UNCH    1 2
 KE0608
 KE0608.Superseded values are not recommended for survey control.
 KE0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0608.See file dsdata.txt to determine how the superseded data were derived.
 KE0608
 KE0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD935246(NAD 83)
 KE0608_MARKER: DB = BENCH MARK DISK
 KE0608_SETTING: 0 = UNSPECIFIED SETTING
 KE0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0608
 KE0608  HISTORY     - Date     Condition        Report By
 KE0608  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0608  HISTORY     - 1951     GOOD             NGS
 KE0608  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0608
 KE0608                          STATION DESCRIPTION
 KE0608
 KE0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0608'0.4 MI E FROM LECOMPTON.
 KE0608'0.4 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0608'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 75 FEET SOUTHEAST
 KE0608'OF MILEPOST 37, AND 12 FEET NORTHEAST OF THE CENTERLINE OF THE
 KE0608'TRACK.  THE TOP OF A VERTICAL SECTION OF RAIL PAINTED WHITE AND
 KE0608'PROJECTING 18 INCHES ABOVE GROUND.
 KE0608
 KE0608                          STATION RECOVERY (1986)
 KE0608
 KE0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0315 ***********************************************************************
 HE0315  DESIGNATION -  37 B
 HE0315  PID         -  HE0315
 HE0315  STATE/COUNTY-  KS/CRAWFORD
 HE0315  USGS QUAD   -  GIRARD (1964)
 HE0315
 HE0315                         *CURRENT SURVEY CONTROL
 HE0315  ___________________________________________________________________
 HE0315* NAD 83(1986)-  37 31 42.     (N)    094 51 33.     (W)     SCALED    
 HE0315* NAVD 88     -       297.595  (meters)     976.36   (feet)  ADJUSTED  
 HE0315  ___________________________________________________________________
 HE0315  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HE0315  DYNAMIC HT  -         297.362 (meters)     975.60  (feet)  COMP
 HE0315  MODELED GRAV-     979,839.2   (mgal)                       NAVD 88
 HE0315
 HE0315  VERT ORDER  -  SECOND    CLASS 0
 HE0315
 HE0315.The horizontal coordinates were scaled from a topographic map and have
 HE0315.an estimated accuracy of +/- 6 seconds.
 HE0315
 HE0315.The orthometric height was determined by differential leveling
 HE0315.and adjusted by the National Geodetic Survey in June 1991..
 HE0315
 HE0315.The geoid height was determined by GEOID03.
 HE0315
 HE0315.The dynamic height is computed by dividing the NAVD 88
 HE0315.geopotential number by the normal gravity value computed on the
 HE0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0315.degrees latitude (g = 980.6199 gals.).
 HE0315
 HE0315.The modeled gravity was interpolated from observed gravity values.
 HE0315
 HE0315;                    North         East    Units  Estimated Accuracy
 HE0315;SPC KS S     -   501,910.      721,730.      MT  (+/- 180 meters Scaled)
 HE0315
 HE0315                          SUPERSEDED SURVEY CONTROL
 HE0315
 HE0315  NGVD 29 (??/??/92)  297.475  (m)          975.97   (f) ADJ UNCH    2 0
 HE0315
 HE0315.Superseded values are not recommended for survey control.
 HE0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0315.See file dsdata.txt to determine how the superseded data were derived.
 HE0315
 HE0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB357551(NAD 83)
 HE0315_MARKER: X = CHISELED CROSS
 HE0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0315_SP_SET: BRIDGE
 HE0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0315
 HE0315  HISTORY     - Date     Condition        Report By
 HE0315  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0315  HISTORY     - 1935     GOOD             NGS
 HE0315
 HE0315                          STATION DESCRIPTION
 HE0315
 HE0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0315'2 MI NW FROM GIRARD.
 HE0315'2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0315'RAILWAY FROM THE STATION AT GIRARD, CRAWFORD COUNTY, AT BRIDGE
 HE0315'37 B, ON THE TOP OF THE WEST END OF THE CONCRETE HEADWALL, 13
 HE0315'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET
 HE0315'LOWER THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1150 ***********************************************************************
 JE1150  DESIGNATION -  370
 JE1150  PID         -  JE1150
 JE1150  STATE/COUNTY-  KS/COFFEY
 JE1150  USGS QUAD   -  LE ROY (1971)
 JE1150
 JE1150                         *CURRENT SURVEY CONTROL
 JE1150  ___________________________________________________________________
 JE1150* NAD 83(1986)-  38 04 29.     (N)    095 42 36.     (W)     SCALED    
 JE1150* NAVD 88     -       309.422  (meters)    1015.16   (feet)  ADJUSTED  
 JE1150  ___________________________________________________________________
 JE1150  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JE1150  DYNAMIC HT  -         309.191 (meters)    1014.40  (feet)  COMP
 JE1150  MODELED GRAV-     979,874.6   (mgal)                       NAVD 88
 JE1150
 JE1150  VERT ORDER  -  SECOND    CLASS 0
 JE1150
 JE1150.The horizontal coordinates were scaled from a topographic map and have
 JE1150.an estimated accuracy of +/- 6 seconds.
 JE1150
 JE1150.The orthometric height was determined by differential leveling
 JE1150.and adjusted by the National Geodetic Survey in June 1991..
 JE1150
 JE1150.The geoid height was determined by GEOID03.
 JE1150
 JE1150.The dynamic height is computed by dividing the NAVD 88
 JE1150.geopotential number by the normal gravity value computed on the
 JE1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1150.degrees latitude (g = 980.6199 gals.).
 JE1150
 JE1150.The modeled gravity was interpolated from observed gravity values.
 JE1150
 JE1150;                    North         East    Units  Estimated Accuracy
 JE1150;SPC KS S     -   559,940.      644,750.      MT  (+/- 180 meters Scaled)
 JE1150
 JE1150                          SUPERSEDED SURVEY CONTROL
 JE1150
 JE1150  NGVD 29 (??/??/92)  309.269  (m)         1014.66   (f) ADJ UNCH    2 0
 JE1150
 JE1150.Superseded values are not recommended for survey control.
 JE1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1150.See file dsdata.txt to determine how the superseded data were derived.
 JE1150
 JE1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC622175(NAD 83)
 JE1150_MARKER: N = NAIL
 JE1150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1150_SP_SET: MILEPOST
 JE1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1150
 JE1150  HISTORY     - Date     Condition        Report By
 JE1150  HISTORY     - UNK      MONUMENTED       MPRR
 JE1150  HISTORY     - 1934     GOOD             NGS
 JE1150  HISTORY     - 1951     MARK NOT FOUND   NGS
 JE1150
 JE1150                          STATION DESCRIPTION
 JE1150
 JE1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1150'4.8 MI W FROM LE ROY.
 JE1150'ABOUT 4.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE1150'STATION AT LE ROY, COFFEY COUNTY, ABOUT 0.4 MILE WEST OF A ROAD
 JE1150'CROSSING, IN THE TOP OF OLD CONCRETE MILEPOST 370, 10 FEET
 JE1150'NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET HIGHER THAN THE
 JE1150'RAIL.  A COPPER NAIL.
 JE1150
 JE1150                          STATION RECOVERY (1951)
 JE1150
 JE1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0033 ***********************************************************************
 HH0033  DESIGNATION -  371
 HH0033  PID         -  HH0033
 HH0033  STATE/COUNTY-  KS/GRAY
 HH0033  USGS QUAD   -  CIMARRON (1968)
 HH0033
 HH0033                         *CURRENT SURVEY CONTROL
 HH0033  ___________________________________________________________________
 HH0033* NAD 83(1986)-  37 48 17.     (N)    100 20 42.     (W)     SCALED    
 HH0033* NAVD 88     -       798.602  (meters)    2620.08   (feet)  ADJUSTED  
 HH0033  ___________________________________________________________________
 HH0033  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HH0033  DYNAMIC HT  -         797.900 (meters)    2617.78  (feet)  COMP
 HH0033  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 HH0033
 HH0033  VERT ORDER  -  FIRST     CLASS II
 HH0033
 HH0033.The horizontal coordinates were scaled from a topographic map and have
 HH0033.an estimated accuracy of +/- 6 seconds.
 HH0033
 HH0033.The orthometric height was determined by differential leveling
 HH0033.and adjusted by the National Geodetic Survey in June 1991..
 HH0033
 HH0033.The geoid height was determined by GEOID03.
 HH0033
 HH0033.The dynamic height is computed by dividing the NAVD 88
 HH0033.geopotential number by the normal gravity value computed on the
 HH0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0033.degrees latitude (g = 980.6199 gals.).
 HH0033
 HH0033.The modeled gravity was interpolated from observed gravity values.
 HH0033
 HH0033;                    North         East    Units  Estimated Accuracy
 HH0033;SPC KS S     -   527,910.      237,540.      MT  (+/- 180 meters Scaled)
 HH0033
 HH0033                          SUPERSEDED SURVEY CONTROL
 HH0033
 HH0033  NGVD 29 (??/??/92)  798.237  (m)         2618.88   (f) ADJ UNCH    1 2
 HH0033
 HH0033.Superseded values are not recommended for survey control.
 HH0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0033.See file dsdata.txt to determine how the superseded data were derived.
 HH0033
 HH0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG815850(NAD 83)
 HH0033_MARKER: B = BOLT
 HH0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0033+STABILITY: SURFACE MOTION
 HH0033
 HH0033  HISTORY     - Date     Condition        Report By
 HH0033  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0033  HISTORY     - 1933     GOOD             NGS
 HH0033  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0033
 HH0033                          STATION DESCRIPTION
 HH0033
 HH0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0033'AT CIMARRON.
 HH0033'AT CIMARRON, GRAY COUNTY, ABOUT 330 YARDS EAST OF THE ATCHISON,
 HH0033'TOPEKA AND SANTA FE RAILWAY STATION, 40 FEET SOUTH OF THE CENTER
 HH0033'LINE OF THE MAIN TRACK, AND AT THE RIGHT-OF-WAY FENCE LINE.
 HH0033'AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST.
 HH0033
 HH0033                          STATION RECOVERY (1986)
 HH0033
 HH0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0033'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0031 ***********************************************************************
 HH0031  DESIGNATION -  372
 HH0031  PID         -  HH0031
 HH0031  STATE/COUNTY-  KS/GRAY
 HH0031  USGS QUAD   -  CIMARRON (1968)
 HH0031
 HH0031                         *CURRENT SURVEY CONTROL
 HH0031  ___________________________________________________________________
 HH0031* NAD 83(1986)-  37 48 23.     (N)    100 21 47.     (W)     SCALED    
 HH0031* NAVD 88     -       803.280  (meters)    2635.43   (feet)  ADJUSTED  
 HH0031  ___________________________________________________________________
 HH0031  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HH0031  DYNAMIC HT  -         802.573 (meters)    2633.11  (feet)  COMP
 HH0031  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 HH0031
 HH0031  VERT ORDER  -  FIRST     CLASS II
 HH0031
 HH0031.The horizontal coordinates were scaled from a topographic map and have
 HH0031.an estimated accuracy of +/- 6 seconds.
 HH0031
 HH0031.The orthometric height was determined by differential leveling
 HH0031.and adjusted by the National Geodetic Survey in June 1991..
 HH0031
 HH0031.The geoid height was determined by GEOID03.
 HH0031
 HH0031.The dynamic height is computed by dividing the NAVD 88
 HH0031.geopotential number by the normal gravity value computed on the
 HH0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0031.degrees latitude (g = 980.6199 gals.).
 HH0031
 HH0031.The modeled gravity was interpolated from observed gravity values.
 HH0031
 HH0031;                    North         East    Units  Estimated Accuracy
 HH0031;SPC KS S     -   528,130.      235,960.      MT  (+/- 180 meters Scaled)
 HH0031
 HH0031                          SUPERSEDED SURVEY CONTROL
 HH0031
 HH0031  NGVD 29 (??/??/92)  802.915  (m)         2634.23   (f) ADJ UNCH    1 2
 HH0031
 HH0031.Superseded values are not recommended for survey control.
 HH0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0031.See file dsdata.txt to determine how the superseded data were derived.
 HH0031
 HH0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG800852(NAD 83)
 HH0031_MARKER: B = BOLT
 HH0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0031+STABILITY: SURFACE MOTION
 HH0031
 HH0031  HISTORY     - Date     Condition        Report By
 HH0031  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0031  HISTORY     - 1933     GOOD             NGS
 HH0031  HISTORY     - 1960     MARK NOT FOUND   NGS
 HH0031  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0031
 HH0031                          STATION DESCRIPTION
 HH0031
 HH0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0031'0.8 MI W FROM CIMARRON.
 HH0031'ABOUT 0.8 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0031'RAILWAY FROM THE STATION AT CIMARRON, GRAY COUNTY, AT MILEPOST
 HH0031'372, 40 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND AT
 HH0031'THE RIGHT-OF-WAY FENCE LINE.  AN IRON BOLT, SET IN THE TOP OF A
 HH0031'CONCRETE POST.
 HH0031
 HH0031                          STATION RECOVERY (1960)
 HH0031
 HH0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HH0031'MARK NOT FOUND.
 HH0031
 HH0031                          STATION RECOVERY (1986)
 HH0031
 HH0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0031'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0519 ***********************************************************************
 JF0519  DESIGNATION -  37+4724
 JF0519  PID         -  JF0519
 JF0519  STATE/COUNTY-  KS/DICKINSON
 JF0519  USGS QUAD   -  HOPE (1985)
 JF0519
 JF0519                         *CURRENT SURVEY CONTROL
 JF0519  ___________________________________________________________________
 JF0519* NAD 83(1986)-  38 42 07.     (N)    097 05 50.     (W)     SCALED    
 JF0519* NAVD 88     -       429.221  (meters)    1408.20   (feet)  ADJUSTED  
 JF0519  ___________________________________________________________________
 JF0519  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 JF0519  DYNAMIC HT  -         428.912 (meters)    1407.19  (feet)  COMP
 JF0519  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 JF0519
 JF0519  VERT ORDER  -  SECOND    CLASS 0
 JF0519
 JF0519.The horizontal coordinates were scaled from a topographic map and have
 JF0519.an estimated accuracy of +/- 6 seconds.
 JF0519
 JF0519.The orthometric height was determined by differential leveling
 JF0519.and adjusted by the National Geodetic Survey in June 1991..
 JF0519
 JF0519.The geoid height was determined by GEOID03.
 JF0519
 JF0519.The dynamic height is computed by dividing the NAVD 88
 JF0519.geopotential number by the normal gravity value computed on the
 JF0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0519.degrees latitude (g = 980.6199 gals.).
 JF0519
 JF0519.The modeled gravity was interpolated from observed gravity values.
 JF0519
 JF0519;                    North         East    Units  Estimated Accuracy
 JF0519;SPC KS N     -    41,310.      478,530.      MT  (+/- 180 meters Scaled)
 JF0519
 JF0519                          SUPERSEDED SURVEY CONTROL
 JF0519
 JF0519  NGVD 29 (??/??/92)  429.066  (m)         1407.69   (f) ADJ UNCH    2 0
 JF0519
 JF0519.Superseded values are not recommended for survey control.
 JF0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0519.See file dsdata.txt to determine how the superseded data were derived.
 JF0519
 JF0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH654854(NAD 83)
 JF0519_MARKER: B = BOLT
 JF0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0519+STABILITY: SURFACE MOTION
 JF0519
 JF0519  HISTORY     - Date     Condition        Report By
 JF0519  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0519  HISTORY     - 1934     GOOD             NGS
 JF0519
 JF0519                          STATION DESCRIPTION
 JF0519
 JF0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0519'1.2 MI N FROM HOPE.
 JF0519'1.2 MILES NORTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA FE
 JF0519'R.R. CO.  556 FT. SOUTH OF MILE POST 38.  50 FT. RIGHT OR EAST
 JF0519'OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0028 ***********************************************************************
 HH0028  DESIGNATION -  375
 HH0028  PID         -  HH0028
 HH0028  STATE/COUNTY-  KS/GRAY
 HH0028  USGS QUAD   -  INGALLS (1968)
 HH0028
 HH0028                         *CURRENT SURVEY CONTROL
 HH0028  ___________________________________________________________________
 HH0028* NAD 83(1986)-  37 48 50.     (N)    100 25 02.     (W)     SCALED    
 HH0028* NAVD 88     -       807.125  (meters)    2648.04   (feet)  ADJUSTED  
 HH0028  ___________________________________________________________________
 HH0028  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 HH0028  DYNAMIC HT  -         806.414 (meters)    2645.71  (feet)  COMP
 HH0028  MODELED GRAV-     979,721.4   (mgal)                       NAVD 88
 HH0028
 HH0028  VERT ORDER  -  FIRST     CLASS II
 HH0028
 HH0028.The horizontal coordinates were scaled from a topographic map and have
 HH0028.an estimated accuracy of +/- 6 seconds.
 HH0028
 HH0028.The orthometric height was determined by differential leveling
 HH0028.and adjusted by the National Geodetic Survey in June 1991..
 HH0028
 HH0028.The geoid height was determined by GEOID03.
 HH0028
 HH0028.The dynamic height is computed by dividing the NAVD 88
 HH0028.geopotential number by the normal gravity value computed on the
 HH0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0028.degrees latitude (g = 980.6199 gals.).
 HH0028
 HH0028.The modeled gravity was interpolated from observed gravity values.
 HH0028
 HH0028;                    North         East    Units  Estimated Accuracy
 HH0028;SPC KS S     -   529,060.      231,200.      MT  (+/- 180 meters Scaled)
 HH0028
 HH0028                          SUPERSEDED SURVEY CONTROL
 HH0028
 HH0028  NGVD 29 (??/??/92)  806.757  (m)         2646.84   (f) ADJ UNCH    1 2
 HH0028
 HH0028.Superseded values are not recommended for survey control.
 HH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0028.See file dsdata.txt to determine how the superseded data were derived.
 HH0028
 HH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG752861(NAD 83)
 HH0028_MARKER: B = BOLT
 HH0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0028+STABILITY: SURFACE MOTION
 HH0028
 HH0028  HISTORY     - Date     Condition        Report By
 HH0028  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0028  HISTORY     - 1933     GOOD             NGS
 HH0028  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0028
 HH0028                          STATION DESCRIPTION
 HH0028
 HH0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0028'2.2 MI E FROM INGALLS.
 HH0028'ABOUT 2.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0028'RAILWAY FROM THE STATION AT INGALLS, GRAY COUNTY, AT MILEPOST
 HH0028'375, ABOUT 50 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND AT
 HH0028'THE RIGHT-OF-WAY FENCE LINE.  AN IRON BOLT, SET IN THE TOP OF A
 HH0028'CONCRETE POST.
 HH0028
 HH0028                          STATION RECOVERY (1986)
 HH0028
 HH0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0028'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 HH0028'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0677 ***********************************************************************
 JF0677  DESIGNATION -  37+840
 JF0677  PID         -  JF0677
 JF0677  STATE/COUNTY-  KS/MCPHERSON
 JF0677  USGS QUAD   -  CANTON (1985)
 JF0677
 JF0677                         *CURRENT SURVEY CONTROL
 JF0677  ___________________________________________________________________
 JF0677* NAD 83(1986)-  38 23 03.     (N)    097 29 15.     (W)     SCALED    
 JF0677* NAVD 88     -       473.787  (meters)    1554.42   (feet)  ADJUSTED  
 JF0677  ___________________________________________________________________
 JF0677  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 JF0677  DYNAMIC HT  -         473.436 (meters)    1553.26  (feet)  COMP
 JF0677  MODELED GRAV-     979,873.6   (mgal)                       NAVD 88
 JF0677
 JF0677  VERT ORDER  -  SECOND    CLASS 0
 JF0677
 JF0677.The horizontal coordinates were scaled from a topographic map and have
 JF0677.an estimated accuracy of +/- 6 seconds.
 JF0677
 JF0677.The orthometric height was determined by differential leveling
 JF0677.and adjusted by the National Geodetic Survey in June 1991..
 JF0677
 JF0677.The geoid height was determined by GEOID03.
 JF0677
 JF0677.The dynamic height is computed by dividing the NAVD 88
 JF0677.geopotential number by the normal gravity value computed on the
 JF0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0677.degrees latitude (g = 980.6199 gals.).
 JF0677
 JF0677.The modeled gravity was interpolated from observed gravity values.
 JF0677
 JF0677;                    North         East    Units  Estimated Accuracy
 JF0677;SPC KS S     -   591,100.      488,460.      MT  (+/- 180 meters Scaled)
 JF0677
 JF0677                          SUPERSEDED SURVEY CONTROL
 JF0677
 JF0677  NGVD 29 (??/??/92)  473.603  (m)         1553.81   (f) ADJ UNCH    2 0
 JF0677
 JF0677.Superseded values are not recommended for survey control.
 JF0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0677.See file dsdata.txt to determine how the superseded data were derived.
 JF0677
 JF0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH321495(NAD 83)
 JF0677_MARKER: B = BOLT
 JF0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0677+STABILITY: SURFACE MOTION
 JF0677
 JF0677  HISTORY     - Date     Condition        Report By
 JF0677  HISTORY     - UNK      MONUMENTED       CGS
 JF0677  HISTORY     - 1934     GOOD             NGS
 JF0677
 JF0677                          STATION DESCRIPTION
 JF0677
 JF0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0677'3 MI W FROM CANTON.
 JF0677'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO. 840 FT.
 JF0677'WEST OF MILE POST 37.  49 FT. L OR SOUTH OF THE CENTER LINE
 JF0677'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0518 ***********************************************************************
 JF0518  DESIGNATION -  37+930
 JF0518  PID         -  JF0518
 JF0518  STATE/COUNTY-  KS/DICKINSON
 JF0518  USGS QUAD   -  HOPE (1985)
 JF0518
 JF0518                         *CURRENT SURVEY CONTROL
 JF0518  ___________________________________________________________________
 JF0518* NAD 83(1986)-  38 41 37.     (N)    097 05 18.     (W)     SCALED    
 JF0518* NAVD 88     -       426.414  (meters)    1398.99   (feet)  ADJUSTED  
 JF0518  ___________________________________________________________________
 JF0518  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JF0518  DYNAMIC HT  -         426.108 (meters)    1397.99  (feet)  COMP
 JF0518  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 JF0518
 JF0518  VERT ORDER  -  SECOND    CLASS 0
 JF0518
 JF0518.The horizontal coordinates were scaled from a topographic map and have
 JF0518.an estimated accuracy of +/- 6 seconds.
 JF0518
 JF0518.The orthometric height was determined by differential leveling
 JF0518.and adjusted by the National Geodetic Survey in June 1991..
 JF0518.WARNING-Repeat measurements at this control monument indicate possible
 JF0518.vertical movement.
 JF0518
 JF0518.The geoid height was determined by GEOID03.
 JF0518
 JF0518.The dynamic height is computed by dividing the NAVD 88
 JF0518.geopotential number by the normal gravity value computed on the
 JF0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0518.degrees latitude (g = 980.6199 gals.).
 JF0518
 JF0518.The modeled gravity was interpolated from observed gravity values.
 JF0518
 JF0518;                    North         East    Units  Estimated Accuracy
 JF0518;SPC KS N     -    40,390.      479,310.      MT  (+/- 180 meters Scaled)
 JF0518
 JF0518                          SUPERSEDED SURVEY CONTROL
 JF0518
 JF0518  NGVD 29 (??/??/92)  426.264  (m)         1398.50   (f) ADJ UNCH    2 0
 JF0518
 JF0518.Superseded values are not recommended for survey control.
 JF0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0518.See file dsdata.txt to determine how the superseded data were derived.
 JF0518
 JF0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH662845(NAD 83)
 JF0518_MARKER: B = BOLT
 JF0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0518+STABILITY: SURFACE MOTION
 JF0518
 JF0518  HISTORY     - Date     Condition        Report By
 JF0518  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0518  HISTORY     - 1934     GOOD             NGS
 JF0518
 JF0518                          STATION DESCRIPTION
 JF0518
 JF0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0518'0.6 MI N FROM HOPE.
 JF0518'0.6 MILES NORTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0518'FE R.R. CO. 930 FT. NORTH OF MILE POST 37.  50 FT. RIGHT OR
 JF0518'EAST OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0610 ***********************************************************************
 KE0610  DESIGNATION -  38
 KE0610  PID         -  KE0610
 KE0610  STATE/COUNTY-  KS/DOUGLAS
 KE0610  USGS QUAD   -  PERRY (1975)
 KE0610
 KE0610                         *CURRENT SURVEY CONTROL
 KE0610  ___________________________________________________________________
 KE0610* NAD 83(1986)-  39 03 15.     (N)    095 24 07.     (W)     SCALED    
 KE0610* NAVD 88     -       257.820  (meters)     845.86   (feet)  ADJUSTED  
 KE0610  ___________________________________________________________________
 KE0610  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KE0610  DYNAMIC HT  -         257.653 (meters)     845.32  (feet)  COMP
 KE0610  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 KE0610
 KE0610  VERT ORDER  -  FIRST     CLASS II
 KE0610
 KE0610.The horizontal coordinates were scaled from a topographic map and have
 KE0610.an estimated accuracy of +/- 6 seconds.
 KE0610
 KE0610.The orthometric height was determined by differential leveling
 KE0610.and adjusted by the National Geodetic Survey in June 1991..
 KE0610
 KE0610.The geoid height was determined by GEOID03.
 KE0610
 KE0610.The dynamic height is computed by dividing the NAVD 88
 KE0610.geopotential number by the normal gravity value computed on the
 KE0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0610.degrees latitude (g = 980.6199 gals.).
 KE0610
 KE0610.The modeled gravity was interpolated from observed gravity values.
 KE0610
 KE0610;                    North         East    Units  Estimated Accuracy
 KE0610;SPC KS N     -    83,250.      624,850.      MT  (+/- 180 meters Scaled)
 KE0610
 KE0610                          SUPERSEDED SURVEY CONTROL
 KE0610
 KE0610  NGVD 29 (??/??/92)  257.740  (m)          845.60   (f) ADJ UNCH    1 2
 KE0610
 KE0610.Superseded values are not recommended for survey control.
 KE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0610.See file dsdata.txt to determine how the superseded data were derived.
 KE0610
 KE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD921255(NAD 83)
 KE0610_MARKER: DB = BENCH MARK DISK
 KE0610_SETTING: 0 = UNSPECIFIED SETTING
 KE0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0610
 KE0610  HISTORY     - Date     Condition        Report By
 KE0610  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0610  HISTORY     - 1951     GOOD             NGS
 KE0610  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0610
 KE0610                          STATION DESCRIPTION
 KE0610
 KE0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0610'0.6 MI W FROM LECOMPTON.
 KE0610'0.6 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0610'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 4 YARDS NORTHWEST
 KE0610'ACROSS THE TRACK FROM MILEPOST 38, AND 9 FEET NORTHEAST OF THE
 KE0610'CENTERLINE OF THE TRACK.  THE TOP OF A VERTICAL SECTION OF RAIL
 KE0610'PAINTED WHITE AND PROJECTING 2 FEET ABOVE GROUND.
 KE0610
 KE0610                          STATION RECOVERY (1986)
 KE0610
 KE0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0056 ***********************************************************************
 HF0056  DESIGNATION -  38
 HF0056  PID         -  HF0056
 HF0056  STATE/COUNTY-  KS/GREENWOOD
 HF0056  USGS QUAD   -  HAMILTON (1971)
 HF0056
 HF0056                         *CURRENT SURVEY CONTROL
 HF0056  ___________________________________________________________________
 HF0056* NAD 83(1986)-  37 54 43.     (N)    096 13 22.     (W)     SCALED    
 HF0056* NAVD 88     -       338.824  (meters)    1111.63   (feet)  ADJUSTED  
 HF0056  ___________________________________________________________________
 HF0056  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HF0056  DYNAMIC HT  -         338.565 (meters)    1110.78  (feet)  COMP
 HF0056  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 HF0056
 HF0056  VERT ORDER  -  SECOND    CLASS 0
 HF0056
 HF0056.The horizontal coordinates were scaled from a topographic map and have
 HF0056.an estimated accuracy of +/- 6 seconds.
 HF0056
 HF0056.The orthometric height was determined by differential leveling
 HF0056.and adjusted by the National Geodetic Survey in June 1991..
 HF0056
 HF0056.The geoid height was determined by GEOID03.
 HF0056
 HF0056.The dynamic height is computed by dividing the NAVD 88
 HF0056.geopotential number by the normal gravity value computed on the
 HF0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0056.degrees latitude (g = 980.6199 gals.).
 HF0056
 HF0056.The modeled gravity was interpolated from observed gravity values.
 HF0056
 HF0056;                    North         East    Units  Estimated Accuracy
 HF0056;SPC KS S     -   540,650.      600,220.      MT  (+/- 180 meters Scaled)
 HF0056
 HF0056                          SUPERSEDED SURVEY CONTROL
 HF0056
 HF0056  NGVD 29 (??/??/92)  338.674  (m)         1111.13   (f) ADJ UNCH    2 0
 HF0056
 HF0056.Superseded values are not recommended for survey control.
 HF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0056.See file dsdata.txt to determine how the superseded data were derived.
 HF0056
 HF0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG441996(NAD 83)
 HF0056_MARKER: B = BOLT
 HF0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0056+STABILITY: SURFACE MOTION
 HF0056
 HF0056  HISTORY     - Date     Condition        Report By
 HF0056  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0056  HISTORY     - 1935     GOOD             NGS
 HF0056  HISTORY     - 1976     MARK NOT FOUND   NGS
 HF0056  HISTORY     - 1976     MARK NOT FOUND   NGS
 HF0056
 HF0056                          STATION DESCRIPTION
 HF0056
 HF0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0056'1 MI N FROM UTOPIA.
 HF0056'1.0 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0056'FROM UTOPIA, GREENWOOD COUNTY, AT MILEPOST 38, AND 48 FEET
 HF0056'EAST OF THE CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP
 HF0056'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 HF0056
 HF0056                          STATION RECOVERY (1976)
 HF0056
 HF0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0056'MARK NOT FOUND.
 HF0056
 HF0056                          STATION RECOVERY (1976)
 HF0056
 HF0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0313 ***********************************************************************
 HE0313  DESIGNATION -  38 C
 HE0313  PID         -  HE0313
 HE0313  STATE/COUNTY-  KS/CRAWFORD
 HE0313  USGS QUAD   -  GIRARD (1964)
 HE0313
 HE0313                         *CURRENT SURVEY CONTROL
 HE0313  ___________________________________________________________________
 HE0313* NAD 83(1986)-  37 31 14.     (N)    094 50 34.     (W)     SCALED    
 HE0313* NAVD 88     -       301.716  (meters)     989.88   (feet)  ADJUSTED  
 HE0313  ___________________________________________________________________
 HE0313  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HE0313  DYNAMIC HT  -         301.480 (meters)     989.11  (feet)  COMP
 HE0313  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 HE0313
 HE0313  VERT ORDER  -  SECOND    CLASS 0
 HE0313
 HE0313.The horizontal coordinates were scaled from a topographic map and have
 HE0313.an estimated accuracy of +/- 6 seconds.
 HE0313
 HE0313.The orthometric height was determined by differential leveling
 HE0313.and adjusted by the National Geodetic Survey in June 1991..
 HE0313
 HE0313.The geoid height was determined by GEOID03.
 HE0313
 HE0313.The dynamic height is computed by dividing the NAVD 88
 HE0313.geopotential number by the normal gravity value computed on the
 HE0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0313.degrees latitude (g = 980.6199 gals.).
 HE0313
 HE0313.The modeled gravity was interpolated from observed gravity values.
 HE0313
 HE0313;                    North         East    Units  Estimated Accuracy
 HE0313;SPC KS S     -   501,110.      723,210.      MT  (+/- 180 meters Scaled)
 HE0313
 HE0313                          SUPERSEDED SURVEY CONTROL
 HE0313
 HE0313  NGVD 29 (??/??/92)  301.596  (m)          989.49   (f) ADJ UNCH    2 0
 HE0313
 HE0313.Superseded values are not recommended for survey control.
 HE0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0313.See file dsdata.txt to determine how the superseded data were derived.
 HE0313
 HE0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB371542(NAD 83)
 HE0313_MARKER: X = CHISELED CROSS
 HE0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0313_SP_SET: BRIDGE
 HE0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0313
 HE0313  HISTORY     - Date     Condition        Report By
 HE0313  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0313  HISTORY     - 1935     GOOD             NGS
 HE0313
 HE0313                          STATION DESCRIPTION
 HE0313
 HE0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0313'0.7 MI NW FROM GIRARD.
 HE0313'0.7 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0313'RAILWAY FROM THE STATION AT GIRARD, CRAWFORD COUNTY, AT BRIDGE
 HE0313'38 C, ON THE TOP OF THE WEST END OF THE CONCRETE HEADWALL,
 HE0313'17 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 4
 HE0313'FEET LOWER THAN THE TRACK.  A CHISELED CIRCLE AND CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0869 ***********************************************************************
 JF0869  DESIGNATION -  38+00
 JF0869  PID         -  JF0869
 JF0869  STATE/COUNTY-  KS/MCPHERSON
 JF0869  USGS QUAD   -  GALVA (1985)
 JF0869
 JF0869                         *CURRENT SURVEY CONTROL
 JF0869  ___________________________________________________________________
 JF0869* NAD 83(1986)-  38 23 02.     (N)    097 30 10.     (W)     SCALED    
 JF0869* NAVD 88     -       474.490  (meters)    1556.72   (feet)  ADJUSTED  
 JF0869  ___________________________________________________________________
 JF0869  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 JF0869  DYNAMIC HT  -         474.140 (meters)    1555.57  (feet)  COMP
 JF0869  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 JF0869
 JF0869  VERT ORDER  -  SECOND    CLASS 0
 JF0869
 JF0869.The horizontal coordinates were scaled from a topographic map and have
 JF0869.an estimated accuracy of +/- 6 seconds.
 JF0869
 JF0869.The orthometric height was determined by differential leveling
 JF0869.and adjusted by the National Geodetic Survey in June 1991..
 JF0869
 JF0869.The geoid height was determined by GEOID03.
 JF0869
 JF0869.The dynamic height is computed by dividing the NAVD 88
 JF0869.geopotential number by the normal gravity value computed on the
 JF0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0869.degrees latitude (g = 980.6199 gals.).
 JF0869
 JF0869.The modeled gravity was interpolated from observed gravity values.
 JF0869
 JF0869;                    North         East    Units  Estimated Accuracy
 JF0869;SPC KS S     -   591,060.      487,130.      MT  (+/- 180 meters Scaled)
 JF0869
 JF0869                          SUPERSEDED SURVEY CONTROL
 JF0869
 JF0869  NGVD 29 (??/??/92)  474.306  (m)         1556.12   (f) ADJ UNCH    2 0
 JF0869
 JF0869.Superseded values are not recommended for survey control.
 JF0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0869.See file dsdata.txt to determine how the superseded data were derived.
 JF0869
 JF0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH307494(NAD 83)
 JF0869_MARKER: B = BOLT
 JF0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0869+STABILITY: SURFACE MOTION
 JF0869
 JF0869  HISTORY     - Date     Condition        Report By
 JF0869  HISTORY     - UNK      MONUMENTED       CGS
 JF0869  HISTORY     - 1934     GOOD             NGS
 JF0869
 JF0869                          STATION DESCRIPTION
 JF0869
 JF0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0869'1.9 MI E FROM GALVA.
 JF0869'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  AT MILE
 JF0869'POST 38.  49 FT. L OF THE CENTER LINE OF THE TRACK, SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0601 ***********************************************************************
 HH0601  DESIGNATION -  381
 HH0601  PID         -  HH0601
 HH0601  STATE/COUNTY-  KS/GRAY
 HH0601  USGS QUAD   -  CHARLESTON (1968)
 HH0601
 HH0601                         *CURRENT SURVEY CONTROL
 HH0601  ___________________________________________________________________
 HH0601* NAD 83(1986)-  37 51 13.     (N)    100 30 51.     (W)     SCALED    
 HH0601* NAVD 88     -       820.235  (meters)    2691.05   (feet)  ADJUSTED  
 HH0601  ___________________________________________________________________
 HH0601  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 HH0601  DYNAMIC HT  -         819.516 (meters)    2688.70  (feet)  COMP
 HH0601  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 HH0601
 HH0601  VERT ORDER  -  FIRST     CLASS II
 HH0601
 HH0601.The horizontal coordinates were scaled from a topographic map and have
 HH0601.an estimated accuracy of +/- 6 seconds.
 HH0601
 HH0601.The orthometric height was determined by differential leveling
 HH0601.and adjusted by the National Geodetic Survey in June 1991..
 HH0601
 HH0601.The geoid height was determined by GEOID03.
 HH0601
 HH0601.The dynamic height is computed by dividing the NAVD 88
 HH0601.geopotential number by the normal gravity value computed on the
 HH0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0601.degrees latitude (g = 980.6199 gals.).
 HH0601
 HH0601.The modeled gravity was interpolated from observed gravity values.
 HH0601
 HH0601;                    North         East    Units  Estimated Accuracy
 HH0601;SPC KS S     -   533,650.      222,770.      MT  (+/- 180 meters Scaled)
 HH0601
 HH0601                          SUPERSEDED SURVEY CONTROL
 HH0601
 HH0601  NGVD 29 (??/??/92)  819.865  (m)         2689.84   (f) ADJ UNCH    1 2
 HH0601
 HH0601.Superseded values are not recommended for survey control.
 HH0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0601.See file dsdata.txt to determine how the superseded data were derived.
 HH0601
 HH0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG667906(NAD 83)
 HH0601_MARKER: B = BOLT
 HH0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0601_SP_SET: CONCRETE POST
 HH0601_MARK LOGO: NONE  
 HH0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0601+STABILITY: SURFACE MOTION
 HH0601
 HH0601  HISTORY     - Date     Condition        Report By
 HH0601  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0601  HISTORY     - 1934     GOOD             CGS
 HH0601  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0601
 HH0601                          STATION DESCRIPTION
 HH0601
 HH0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0601'6.1 KM (3.80 MI) WEST FROM INGALLS.
 HH0601'ABOUT 3.8 MI WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HH0601'THE STATION AT INGALLS, AT MILEPOST 381, AND ABOUT 50 FT NORTH OF THE
 HH0601'CENTER LINE OF THE TRACK.
 HH0601
 HH0601                          STATION RECOVERY (1986)
 HH0601
 HH0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0601'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0602 ***********************************************************************
 HH0602  DESIGNATION -  383
 HH0602  PID         -  HH0602
 HH0602  STATE/COUNTY-  KS/GRAY
 HH0602  USGS QUAD   -  CHARLESTON (1968)
 HH0602
 HH0602                         *CURRENT SURVEY CONTROL
 HH0602  ___________________________________________________________________
 HH0602* NAD 83(1986)-  37 51 40.     (N)    100 32 49.     (W)     SCALED    
 HH0602* NAVD 88     -       822.20   (+/-2cm)    2697.5    (feet)  VERTCON   
 HH0602  ___________________________________________________________________
 HH0602  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 HH0602
 HH0602  VERT ORDER  -  ? (See Below)
 HH0602
 HH0602.The horizontal coordinates were scaled from a topographic map and have
 HH0602.an estimated accuracy of +/- 6 seconds.
 HH0602
 HH0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0602.The vertical order pertains to the NGVD 29 superseded value.
 HH0602
 HH0602.The geoid height was determined by GEOID03.
 HH0602
 HH0602;                    North         East    Units  Estimated Accuracy
 HH0602;SPC KS S     -   534,540.      219,900.      MT  (+/- 180 meters Scaled)
 HH0602
 HH0602                          SUPERSEDED SURVEY CONTROL
 HH0602
 HH0602  NGVD 29 (??/??/92)  821.815  (m)         2696.24   (f) ADJ UNCH    ?  
 HH0602
 HH0602.Superseded values are not recommended for survey control.
 HH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0602.See file dsdata.txt to determine how the superseded data were derived.
 HH0602
 HH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG639915(NAD 83)
 HH0602_MARKER: B = BOLT
 HH0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0602_SP_SET: CONCRETE POST
 HH0602_MARK LOGO: NONE  
 HH0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0602+STABILITY: SURFACE MOTION
 HH0602
 HH0602  HISTORY     - Date     Condition        Report By
 HH0602  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0602  HISTORY     - 1934     GOOD             CGS
 HH0602  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0602
 HH0602                          STATION DESCRIPTION
 HH0602
 HH0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0602'1.6 KM (1.00 MI) EAST FROM CHARLESTON.
 HH0602'ABOUT 1.0 MI EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HH0602'THE STATION AT CHARLESTON, AT MILEPOST 383, AND ABOUT 50 FT SOUTH OF
 HH0602'THE CENTER LINE OF THE TRACK.
 HH0602
 HH0602                          STATION RECOVERY (1986)
 HH0602
 HH0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0602'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0242 ***********************************************************************
 JF0242  DESIGNATION -  3+849
 JF0242  PID         -  JF0242
 JF0242  STATE/COUNTY-  KS/CHASE
 JF0242  USGS QUAD   -  HYMER (1989)
 JF0242
 JF0242                         *CURRENT SURVEY CONTROL
 JF0242  ___________________________________________________________________
 JF0242* NAD 83(1986)-  38 26 02.     (N)    096 38 58.     (W)     SCALED    
 JF0242* NAVD 88     -       374.823  (meters)    1229.73   (feet)  ADJUSTED  
 JF0242  ___________________________________________________________________
 JF0242  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 JF0242  DYNAMIC HT  -         374.553 (meters)    1228.85  (feet)  COMP
 JF0242  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 JF0242
 JF0242  VERT ORDER  -  SECOND    CLASS 0
 JF0242
 JF0242.The horizontal coordinates were scaled from a topographic map and have
 JF0242.an estimated accuracy of +/- 6 seconds.
 JF0242
 JF0242.The orthometric height was determined by differential leveling
 JF0242.and adjusted by the National Geodetic Survey in June 1991..
 JF0242
 JF0242.The geoid height was determined by GEOID03.
 JF0242
 JF0242.The dynamic height is computed by dividing the NAVD 88
 JF0242.geopotential number by the normal gravity value computed on the
 JF0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0242.degrees latitude (g = 980.6199 gals.).
 JF0242
 JF0242.The modeled gravity was interpolated from observed gravity values.
 JF0242
 JF0242;                    North         East    Units  Estimated Accuracy
 JF0242;SPC KS S     -   597,740.      561,560.      MT  (+/- 180 meters Scaled)
 JF0242
 JF0242                          SUPERSEDED SURVEY CONTROL
 JF0242
 JF0242  NGVD 29 (??/??/92)  374.686  (m)         1229.28   (f) ADJ UNCH    2 0
 JF0242
 JF0242.Superseded values are not recommended for survey control.
 JF0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0242.See file dsdata.txt to determine how the superseded data were derived.
 JF0242
 JF0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH051565(NAD 83)
 JF0242_MARKER: B = BOLT
 JF0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0242+STABILITY: SURFACE MOTION
 JF0242
 JF0242  HISTORY     - Date     Condition        Report By
 JF0242  HISTORY     - UNK      MONUMENTED       CGS
 JF0242  HISTORY     - 1934     GOOD             NGS
 JF0242  HISTORY     - 1968     GOOD             NGS
 JF0242
 JF0242                          STATION DESCRIPTION
 JF0242
 JF0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0242'3.2 MI N FROM NEVA.
 JF0242'3.2 MILES NORTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0242'FE R.R. CO.  849 FT. NORTH OF MILE POST 3.  50 FT. RIGHT OR EAST
 JF0242'OF THE CENTER LINE OF THE TRACK.
 JF0242
 JF0242                          STATION RECOVERY (1968)
 JF0242
 JF0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0603 ***********************************************************************
 HH0603  DESIGNATION -  386
 HH0603  PID         -  HH0603
 HH0603  STATE/COUNTY-  KS/GRAY
 HH0603  USGS QUAD   -  CHARLESTON (1968)
 HH0603
 HH0603                         *CURRENT SURVEY CONTROL
 HH0603  ___________________________________________________________________
 HH0603* NAD 83(1986)-  37 52 10.     (N)    100 36 12.     (W)     SCALED    
 HH0603* NAVD 88     -       833.397  (meters)    2734.24   (feet)  ADJUSTED  
 HH0603  ___________________________________________________________________
 HH0603  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 HH0603  DYNAMIC HT  -         832.661 (meters)    2731.82  (feet)  COMP
 HH0603  MODELED GRAV-     979,718.0   (mgal)                       NAVD 88
 HH0603
 HH0603  VERT ORDER  -  FIRST     CLASS II
 HH0603
 HH0603.The horizontal coordinates were scaled from a topographic map and have
 HH0603.an estimated accuracy of +/- 6 seconds.
 HH0603
 HH0603.The orthometric height was determined by differential leveling
 HH0603.and adjusted by the National Geodetic Survey in June 1991..
 HH0603
 HH0603.The geoid height was determined by GEOID03.
 HH0603
 HH0603.The dynamic height is computed by dividing the NAVD 88
 HH0603.geopotential number by the normal gravity value computed on the
 HH0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0603.degrees latitude (g = 980.6199 gals.).
 HH0603
 HH0603.The modeled gravity was interpolated from observed gravity values.
 HH0603
 HH0603;                    North         East    Units  Estimated Accuracy
 HH0603;SPC KS S     -   535,580.      214,960.      MT  (+/- 180 meters Scaled)
 HH0603
 HH0603                          SUPERSEDED SURVEY CONTROL
 HH0603
 HH0603  NGVD 29 (??/??/92)  833.020  (m)         2733.00   (f) ADJ UNCH    1 2
 HH0603
 HH0603.Superseded values are not recommended for survey control.
 HH0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0603.See file dsdata.txt to determine how the superseded data were derived.
 HH0603
 HH0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG589925(NAD 83)
 HH0603_MARKER: B = BOLT
 HH0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0603_SP_SET: CONCRETE POST
 HH0603_MARK LOGO: NONE  
 HH0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0603+STABILITY: SURFACE MOTION
 HH0603
 HH0603  HISTORY     - Date     Condition        Report By
 HH0603  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0603  HISTORY     - 1934     GOOD             CGS
 HH0603  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0603
 HH0603                          STATION DESCRIPTION
 HH0603
 HH0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0603'6.4 KM (4.00 MI) EAST FROM PIERCEVILLE.
 HH0603'ABOUT 4 MI EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HH0603'THE STATION AT PIERCEVILLE (FINNEY COUNTY), AT MILEPOST 386, AND
 HH0603'ABOUT 50 FT SOUTH OF THE CENTER LINE OF THE TRACK.
 HH0603
 HH0603                          STATION RECOVERY (1986)
 HH0603
 HH0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0603'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0604 ***********************************************************************
 HH0604  DESIGNATION -  387
 HH0604  PID         -  HH0604
 HH0604  STATE/COUNTY-  KS/GRAY
 HH0604  USGS QUAD   -  CHARLESTON (1968)
 HH0604
 HH0604                         *CURRENT SURVEY CONTROL
 HH0604  ___________________________________________________________________
 HH0604* NAD 83(1986)-  37 52 19.     (N)    100 37 15.     (W)     SCALED    
 HH0604* NAVD 88     -       836.093  (meters)    2743.08   (feet)  ADJUSTED  
 HH0604  ___________________________________________________________________
 HH0604  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 HH0604  DYNAMIC HT  -         835.353 (meters)    2740.65  (feet)  COMP
 HH0604  MODELED GRAV-     979,716.7   (mgal)                       NAVD 88
 HH0604
 HH0604  VERT ORDER  -  FIRST     CLASS II
 HH0604
 HH0604.The horizontal coordinates were scaled from a topographic map and have
 HH0604.an estimated accuracy of +/- 6 seconds.
 HH0604
 HH0604.The orthometric height was determined by differential leveling
 HH0604.and adjusted by the National Geodetic Survey in June 1991..
 HH0604
 HH0604.The geoid height was determined by GEOID03.
 HH0604
 HH0604.The dynamic height is computed by dividing the NAVD 88
 HH0604.geopotential number by the normal gravity value computed on the
 HH0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0604.degrees latitude (g = 980.6199 gals.).
 HH0604
 HH0604.The modeled gravity was interpolated from observed gravity values.
 HH0604
 HH0604;                    North         East    Units  Estimated Accuracy
 HH0604;SPC KS S     -   535,890.      213,430.      MT  (+/- 180 meters Scaled)
 HH0604
 HH0604                          SUPERSEDED SURVEY CONTROL
 HH0604
 HH0604  NGVD 29 (??/??/92)  835.714  (m)         2741.84   (f) ADJ UNCH    1 2
 HH0604
 HH0604.Superseded values are not recommended for survey control.
 HH0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0604.See file dsdata.txt to determine how the superseded data were derived.
 HH0604
 HH0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG574928(NAD 83)
 HH0604_MARKER: B = BOLT
 HH0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0604_SP_SET: CONCRETE POST
 HH0604_MARK LOGO: NONE  
 HH0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0604+STABILITY: SURFACE MOTION
 HH0604
 HH0604  HISTORY     - Date     Condition        Report By
 HH0604  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0604  HISTORY     - 1934     GOOD             CGS
 HH0604  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0604
 HH0604                          STATION DESCRIPTION
 HH0604
 HH0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0604'4.8 KM (3.00 MI) EAST FROM PIERCEVILLE.
 HH0604'ABOUT 3.0 MI EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HH0604'THE STATION AT PIERCEVILLE (FINNEY COUNTY), AT MILEPOST 387, AND
 HH0604'ABOUT 50 FT SOUTH OF THE CENTER LINE OF THE TRACK.
 HH0604
 HH0604                          STATION RECOVERY (1986)
 HH0604
 HH0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0604'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0605 ***********************************************************************
 HH0605  DESIGNATION -  389
 HH0605  PID         -  HH0605
 HH0605  STATE/COUNTY-  KS/GRAY
 HH0605  USGS QUAD   -  PIERCEVILLE (1967)
 HH0605
 HH0605                         *CURRENT SURVEY CONTROL
 HH0605  ___________________________________________________________________
 HH0605* NAD 83(1986)-  37 52 38.     (N)    100 39 24.     (W)     SCALED    
 HH0605* NAVD 88     -       840.199  (meters)    2756.55   (feet)  ADJUSTED  
 HH0605  ___________________________________________________________________
 HH0605  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 HH0605  DYNAMIC HT  -         839.454 (meters)    2754.11  (feet)  COMP
 HH0605  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 HH0605
 HH0605  VERT ORDER  -  FIRST     CLASS II
 HH0605
 HH0605.The horizontal coordinates were scaled from a topographic map and have
 HH0605.an estimated accuracy of +/- 6 seconds.
 HH0605
 HH0605.The orthometric height was determined by differential leveling
 HH0605.and adjusted by the National Geodetic Survey in June 1991..
 HH0605
 HH0605.The geoid height was determined by GEOID03.
 HH0605
 HH0605.The dynamic height is computed by dividing the NAVD 88
 HH0605.geopotential number by the normal gravity value computed on the
 HH0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0605.degrees latitude (g = 980.6199 gals.).
 HH0605
 HH0605.The modeled gravity was interpolated from observed gravity values.
 HH0605
 HH0605;                    North         East    Units  Estimated Accuracy
 HH0605;SPC KS S     -   536,550.      210,290.      MT  (+/- 180 meters Scaled)
 HH0605
 HH0605                          SUPERSEDED SURVEY CONTROL
 HH0605
 HH0605  NGVD 29 (??/??/92)  839.818  (m)         2755.30   (f) ADJ UNCH    1 2
 HH0605
 HH0605.Superseded values are not recommended for survey control.
 HH0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0605.See file dsdata.txt to determine how the superseded data were derived.
 HH0605
 HH0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG543934(NAD 83)
 HH0605_MARKER: B = BOLT
 HH0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0605_SP_SET: CONCRETE POST
 HH0605_MARK LOGO: NONE  
 HH0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0605+STABILITY: SURFACE MOTION
 HH0605
 HH0605  HISTORY     - Date     Condition        Report By
 HH0605  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0605  HISTORY     - 1934     GOOD             CGS
 HH0605  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0605
 HH0605                          STATION DESCRIPTION
 HH0605
 HH0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0605'1.8 KM (1.10 MI) EAST FROM PIERCEVILLE.
 HH0605'ABOUT 1.1 MI EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HH0605'THE STATION AT PIERCEVILLE (FINNEY COUNTY), AT MILEAGE 389.0, AND
 HH0605'ABOUT 50 FT SOUTH OF THE CENTER LINE OF THE TRACK.
 HH0605
 HH0605                          STATION RECOVERY (1986)
 HH0605
 HH0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0605'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0613 ***********************************************************************
 KE0613  DESIGNATION -  39
 KE0613  PID         -  KE0613
 KE0613  STATE/COUNTY-  KS/DOUGLAS
 KE0613  USGS QUAD   -  PERRY (1975)
 KE0613
 KE0613                         *CURRENT SURVEY CONTROL
 KE0613  ___________________________________________________________________
 KE0613* NAD 83(1986)-  39 03 35.     (N)    095 25 09.     (W)     SCALED    
 KE0613* NAVD 88     -       259.878  (meters)     852.62   (feet)  ADJUSTED  
 KE0613  ___________________________________________________________________
 KE0613  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KE0613  DYNAMIC HT  -         259.710 (meters)     852.07  (feet)  COMP
 KE0613  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 KE0613
 KE0613  VERT ORDER  -  FIRST     CLASS II
 KE0613
 KE0613.The horizontal coordinates were scaled from a topographic map and have
 KE0613.an estimated accuracy of +/- 6 seconds.
 KE0613
 KE0613.The orthometric height was determined by differential leveling
 KE0613.and adjusted by the National Geodetic Survey in June 1991..
 KE0613
 KE0613.The geoid height was determined by GEOID03.
 KE0613
 KE0613.The dynamic height is computed by dividing the NAVD 88
 KE0613.geopotential number by the normal gravity value computed on the
 KE0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0613.degrees latitude (g = 980.6199 gals.).
 KE0613
 KE0613.The modeled gravity was interpolated from observed gravity values.
 KE0613
 KE0613;                    North         East    Units  Estimated Accuracy
 KE0613;SPC KS N     -    83,820.      623,340.      MT  (+/- 180 meters Scaled)
 KE0613
 KE0613                          SUPERSEDED SURVEY CONTROL
 KE0613
 KE0613  NGVD 29 (??/??/92)  259.797  (m)          852.35   (f) ADJ UNCH    1 2
 KE0613
 KE0613.Superseded values are not recommended for survey control.
 KE0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0613.See file dsdata.txt to determine how the superseded data were derived.
 KE0613
 KE0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD906261(NAD 83)
 KE0613_MARKER: DD = SURVEY DISK
 KE0613_SETTING: 0 = UNSPECIFIED SETTING
 KE0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0613
 KE0613  HISTORY     - Date     Condition        Report By
 KE0613  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0613  HISTORY     - 1951     GOOD             NGS
 KE0613  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0613
 KE0613                          STATION DESCRIPTION
 KE0613
 KE0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0613'1.6 MI W FROM LECOMPTON.
 KE0613'1.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0613'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, NORTHEAST ACROSS
 KE0613'THE TRACK FROM MILEPOST 39, AND 9 FEET NORTHEAST OF THE
 KE0613'CENTERLINE OF THE TRACK.  THE TOP OF A VERTICAL SECTION OF
 KE0613'RAIL PAINTED WHITE AND PROJECTING 15 INCHES ABOVE GROUND.
 KE0613
 KE0613                          STATION RECOVERY (1986)
 KE0613
 KE0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0868 ***********************************************************************
 JF0868  DESIGNATION -  39+00
 JF0868  PID         -  JF0868
 JF0868  STATE/COUNTY-  KS/MCPHERSON
 JF0868  USGS QUAD   -  GALVA (1985)
 JF0868
 JF0868                         *CURRENT SURVEY CONTROL
 JF0868  ___________________________________________________________________
 JF0868* NAD 83(1986)-  38 23 02.     (N)    097 31 16.     (W)     SCALED    
 JF0868* NAVD 88     -       473.813  (meters)    1554.50   (feet)  ADJUSTED  
 JF0868  ___________________________________________________________________
 JF0868  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 JF0868  DYNAMIC HT  -         473.465 (meters)    1553.36  (feet)  COMP
 JF0868  MODELED GRAV-     979,879.6   (mgal)                       NAVD 88
 JF0868
 JF0868  VERT ORDER  -  SECOND    CLASS 0
 JF0868
 JF0868.The horizontal coordinates were scaled from a topographic map and have
 JF0868.an estimated accuracy of +/- 6 seconds.
 JF0868
 JF0868.The orthometric height was determined by differential leveling
 JF0868.and adjusted by the National Geodetic Survey in June 1991..
 JF0868
 JF0868.The geoid height was determined by GEOID03.
 JF0868
 JF0868.The dynamic height is computed by dividing the NAVD 88
 JF0868.geopotential number by the normal gravity value computed on the
 JF0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0868.degrees latitude (g = 980.6199 gals.).
 JF0868
 JF0868.The modeled gravity was interpolated from observed gravity values.
 JF0868
 JF0868;                    North         East    Units  Estimated Accuracy
 JF0868;SPC KS S     -   591,040.      485,520.      MT  (+/- 180 meters Scaled)
 JF0868
 JF0868                          SUPERSEDED SURVEY CONTROL
 JF0868
 JF0868  NGVD 29 (??/??/92)  473.631  (m)         1553.90   (f) ADJ UNCH    2 0
 JF0868
 JF0868.Superseded values are not recommended for survey control.
 JF0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0868.See file dsdata.txt to determine how the superseded data were derived.
 JF0868
 JF0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH291494(NAD 83)
 JF0868_MARKER: B = BOLT
 JF0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0868+STABILITY: SURFACE MOTION
 JF0868
 JF0868  HISTORY     - Date     Condition        Report By
 JF0868  HISTORY     - UNK      MONUMENTED       CGS
 JF0868  HISTORY     - 1934     GOOD             NGS
 JF0868
 JF0868                          STATION DESCRIPTION
 JF0868
 JF0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0868'0.9 MI E FROM GALVA.
 JF0868'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  AT MILE
 JF0868'POST 39.  49 FT. L. OR SOUTH OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0606 ***********************************************************************
 HH0606  DESIGNATION -  391
 HH0606  PID         -  HH0606
 HH0606  STATE/COUNTY-  KS/FINNEY
 HH0606  USGS QUAD   -  PIERCEVILLE (1967)
 HH0606
 HH0606                         *CURRENT SURVEY CONTROL
 HH0606  ___________________________________________________________________
 HH0606* NAD 83(1986)-  37 53 15.     (N)    100 41 29.     (W)     SCALED    
 HH0606* NAVD 88     -       844.219  (meters)    2769.74   (feet)  ADJUSTED  
 HH0606  ___________________________________________________________________
 HH0606  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 HH0606  DYNAMIC HT  -         843.470 (meters)    2767.28  (feet)  COMP
 HH0606  MODELED GRAV-     979,713.7   (mgal)                       NAVD 88
 HH0606
 HH0606  VERT ORDER  -  FIRST     CLASS II
 HH0606
 HH0606.The horizontal coordinates were scaled from a topographic map and have
 HH0606.an estimated accuracy of +/- 6 seconds.
 HH0606
 HH0606.The orthometric height was determined by differential leveling
 HH0606.and adjusted by the National Geodetic Survey in June 1991..
 HH0606
 HH0606.The geoid height was determined by GEOID03.
 HH0606
 HH0606.The dynamic height is computed by dividing the NAVD 88
 HH0606.geopotential number by the normal gravity value computed on the
 HH0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0606.degrees latitude (g = 980.6199 gals.).
 HH0606
 HH0606.The modeled gravity was interpolated from observed gravity values.
 HH0606
 HH0606;                    North         East    Units  Estimated Accuracy
 HH0606;SPC KS S     -   537,760.      207,260.      MT  (+/- 180 meters Scaled)
 HH0606
 HH0606                          SUPERSEDED SURVEY CONTROL
 HH0606
 HH0606  NGVD 29 (??/??/92)  843.838  (m)         2768.49   (f) ADJ UNCH    1 2
 HH0606
 HH0606.Superseded values are not recommended for survey control.
 HH0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0606.See file dsdata.txt to determine how the superseded data were derived.
 HH0606
 HH0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG512946(NAD 83)
 HH0606_MARKER: B = BOLT
 HH0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0606_SP_SET: CONCRETE POST
 HH0606_MARK LOGO: NONE  
 HH0606_PROJECTION: PROJECTING 5 CENTIMETERS
 HH0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0606+STABILITY: SURFACE MOTION
 HH0606
 HH0606  HISTORY     - Date     Condition        Report By
 HH0606  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0606  HISTORY     - 1934     GOOD             CGS
 HH0606  HISTORY     - 1985     GOOD             NGS
 HH0606
 HH0606                          STATION DESCRIPTION
 HH0606
 HH0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0606'1.4 KM (0.90 MI) WEST FROM PIERCEVILLE.
 HH0606'ABOUT 0.9 MI WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HH0606'THE STATION AT PIERCEVILLE, AT MILEAGE 391.0, AND ABOUT 50 FT SOUTH
 HH0606'OF THE CENTER LINE OF THE TRACK.
 HH0606
 HH0606                          STATION RECOVERY (1985)
 HH0606
 HH0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HH0606'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.5 KM (0.9
 HH0606'MI) NORTHWEST ALONG A BLADED ROAD PARALLELING THE ATCHISON, TOPEKA AND
 HH0606'SANTA FE RAILROAD FROM THE JUNCTION OF THE PIERCEVILLE ROAD AT
 HH0606'PIERCEVILLE, 4.1 METERS (13.5 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 HH0606'38.8 METERS (127.5 FT) WEST ACROSS THE TRACKS FROM MILEPOLE 391,
 HH0606'14.9 METERS (49 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 3.8 METERS (12.5
 HH0606'FT) SOUTHWEST OF TELEPHONE POLE E4F AND 0.1 METER (0.5 FT) NORTHEAST
 HH0606'OF A FENCE.
 HH0606'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 HH0606'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0520 ***********************************************************************
 JF0520  DESIGNATION -  39+1311
 JF0520  PID         -  JF0520
 JF0520  STATE/COUNTY-  KS/DICKINSON
 JF0520  USGS QUAD   -  HOPE (1985)
 JF0520
 JF0520                         *CURRENT SURVEY CONTROL
 JF0520  ___________________________________________________________________
 JF0520* NAD 83(1986)-  38 43 18.     (N)    097 06 08.     (W)     SCALED    
 JF0520* NAVD 88     -       416.568  (meters)    1366.69   (feet)  ADJUSTED  
 JF0520  ___________________________________________________________________
 JF0520  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 JF0520  DYNAMIC HT  -         416.268 (meters)    1365.71  (feet)  COMP
 JF0520  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 JF0520
 JF0520  VERT ORDER  -  SECOND    CLASS 0
 JF0520
 JF0520.The horizontal coordinates were scaled from a topographic map and have
 JF0520.an estimated accuracy of +/- 6 seconds.
 JF0520
 JF0520.The orthometric height was determined by differential leveling
 JF0520.and adjusted by the National Geodetic Survey in June 1991..
 JF0520.WARNING-Repeat measurements at this control monument indicate possible
 JF0520.vertical movement.
 JF0520
 JF0520.The geoid height was determined by GEOID03.
 JF0520
 JF0520.The dynamic height is computed by dividing the NAVD 88
 JF0520.geopotential number by the normal gravity value computed on the
 JF0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0520.degrees latitude (g = 980.6199 gals.).
 JF0520
 JF0520.The modeled gravity was interpolated from observed gravity values.
 JF0520
 JF0520;                    North         East    Units  Estimated Accuracy
 JF0520;SPC KS N     -    43,500.      478,070.      MT  (+/- 180 meters Scaled)
 JF0520
 JF0520                          SUPERSEDED SURVEY CONTROL
 JF0520
 JF0520  NGVD 29 (??/??/92)  416.426  (m)         1366.22   (f) ADJ UNCH    2 0
 JF0520
 JF0520.Superseded values are not recommended for survey control.
 JF0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0520.See file dsdata.txt to determine how the superseded data were derived.
 JF0520
 JF0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH649876(NAD 83)
 JF0520_MARKER: B = BOLT
 JF0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0520+STABILITY: SURFACE MOTION
 JF0520
 JF0520  HISTORY     - Date     Condition        Report By
 JF0520  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0520  HISTORY     - 1934     GOOD             NGS
 JF0520
 JF0520                          STATION DESCRIPTION
 JF0520
 JF0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0520'2.6 MI N FROM HOPE.
 JF0520'2.6 MILES NORTH BY RAIL ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0520'R.R. CO.  1311 FT. NORTH OF MILE POST 39 + 00, 50 FT. EAST OF
 JF0520'CENTER-LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0607 ***********************************************************************
 HH0607  DESIGNATION -  393
 HH0607  PID         -  HH0607
 HH0607  STATE/COUNTY-  KS/FINNEY
 HH0607  USGS QUAD   -  PIERCEVILLE (1967)
 HH0607
 HH0607                         *CURRENT SURVEY CONTROL
 HH0607  ___________________________________________________________________
 HH0607* NAD 83(1986)-  37 53 59.     (N)    100 43 29.     (W)     SCALED    
 HH0607* NAVD 88     -       843.942  (meters)    2768.83   (feet)  ADJUSTED  
 HH0607  ___________________________________________________________________
 HH0607  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 HH0607  DYNAMIC HT  -         843.193 (meters)    2766.38  (feet)  COMP
 HH0607  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 HH0607
 HH0607  VERT ORDER  -  FIRST     CLASS II
 HH0607
 HH0607.The horizontal coordinates were scaled from a topographic map and have
 HH0607.an estimated accuracy of +/- 6 seconds.
 HH0607
 HH0607.The orthometric height was determined by differential leveling
 HH0607.and adjusted by the National Geodetic Survey in June 1991..
 HH0607
 HH0607.The geoid height was determined by GEOID03.
 HH0607
 HH0607.The dynamic height is computed by dividing the NAVD 88
 HH0607.geopotential number by the normal gravity value computed on the
 HH0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0607.degrees latitude (g = 980.6199 gals.).
 HH0607
 HH0607.The modeled gravity was interpolated from observed gravity values.
 HH0607
 HH0607;                    North         East    Units  Estimated Accuracy
 HH0607;SPC KS S     -   539,190.      204,360.      MT  (+/- 180 meters Scaled)
 HH0607
 HH0607                          SUPERSEDED SURVEY CONTROL
 HH0607
 HH0607  NGVD 29 (??/??/92)  843.568  (m)         2767.61   (f) ADJ UNCH    1 2
 HH0607
 HH0607.Superseded values are not recommended for survey control.
 HH0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0607.See file dsdata.txt to determine how the superseded data were derived.
 HH0607
 HH0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG483960(NAD 83)
 HH0607_MARKER: B = BOLT
 HH0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0607_SP_SET: CONCRETE POST
 HH0607_MARK LOGO: NONE  
 HH0607_PROJECTION: PROJECTING 8 CENTIMETERS
 HH0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0607+STABILITY: SURFACE MOTION
 HH0607
 HH0607  HISTORY     - Date     Condition        Report By
 HH0607  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0607  HISTORY     - 1934     GOOD             CGS
 HH0607  HISTORY     - 1965     GOOD             CGS
 HH0607  HISTORY     - 1986     GOOD             NGS
 HH0607
 HH0607                          STATION DESCRIPTION
 HH0607
 HH0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0607'4.8 KM (3.00 MI) NW FROM PIERCEVILLE.
 HH0607'ABOUT 3.0 MI NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0607'FROM THE STATION AT PIERCEVILLE, AT MILEAGE 393.0, AND ABOUT 50 FT
 HH0607'SOUTH OF THE CENTER LINE OF THE TRACK.
 HH0607
 HH0607                          STATION RECOVERY (1965)
 HH0607
 HH0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HH0607'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED WITH THE FOLLOWING
 HH0607'ADDITIONS--27 FT WEST-SOUTHWEST OF MILEPOLE 393 WHICH IS PAINTED
 HH0607'WHITE, 15 FT NORTH OF THE CENTER LINE OF A ROAD, AND SET IN A FENCE
 HH0607'LINE.
 HH0607
 HH0607                          STATION RECOVERY (1986)
 HH0607
 HH0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0607'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.75 KM (2.95
 HH0607'MI) NORTHWEST ALONG A BLADED ROAD PARALLELING THE ATCHISON, TOPEKA AND
 HH0607'SANTA FE RAILROAD FROM THE JUNCTION OF THE PIERCEVILLE ROAD AT
 HH0607'PIERCEVILLE, 6.2 METERS (20.5 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 HH0607'34.7 METERS (114 FT) WEST ACROSS THE TRACKS FROM MILEPOLE 393, 14.7
 HH0607'METERS (48.5 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND 9.4 METERS (31
 HH0607'FT) NORTHWEST OF TELEPHONE POLE E24F.
 HH0607'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 HH0607'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1076 ***********************************************************************
 HF1076  DESIGNATION -  3AU A
 HF1076  PID         -  HF1076
 HF1076  STATE/COUNTY-  KS/BUTLER
 HF1076  USGS QUAD   -  SANTA FE LAKE (1983)
 HF1076
 HF1076                         *CURRENT SURVEY CONTROL
 HF1076  ___________________________________________________________________
 HF1076* NAD 83(1997)-  37 40 28.75544(N)    097 04 45.27151(W)     ADJUSTED  
 HF1076* NAVD 88     -       404.354  (meters)    1326.62   (feet)  ADJUSTED  
 HF1076  ___________________________________________________________________
 HF1076  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 HF1076  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 HF1076  DYNAMIC HT  -         404.039 (meters)    1325.58  (feet)  COMP
 HF1076  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 HF1076
 HF1076  HORZ ORDER  -  THIRD
 HF1076  VERT ORDER  -  THIRD
 HF1076
 HF1076.This mark is at Augusta Municipal Airport (3AU)
 HF1076
 HF1076.The horizontal coordinates were established by classical geodetic methods
 HF1076.and adjusted by the National Geodetic Survey in October 1998..
 HF1076
 HF1076.The orthometric height was determined by differential leveling
 HF1076.and adjusted by the National Geodetic Survey in June 1991..
 HF1076
 HF1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1076
 HF1076.The geoid height was determined by GEOID03.
 HF1076
 HF1076.The dynamic height is computed by dividing the NAVD 88
 HF1076.geopotential number by the normal gravity value computed on the
 HF1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1076.degrees latitude (g = 980.6199 gals.).
 HF1076
 HF1076.The modeled gravity was interpolated from observed gravity values.
 HF1076
 HF1076;                    North         East     Units Scale Factor Converg.
 HF1076;SPC KS S     -   512,825.917   525,326.189   MT  0.99994486   +0 52 23.1
 HF1076;UTM  14      - 4,171,453.885   669,387.813   MT  0.99995342   +1 10 27.1
 HF1076
 HF1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1076!SPC KS S     -   0.99994110  x   0.99994486  =   0.99988596
 HF1076!UTM  14      -   0.99994110  x   0.99995342  =   0.99989452
 HF1076
 HF1076:                Primary Azimuth Mark                     Grid Az
 HF1076:SPC KS S     -  AUGUSTA AIRPORT WINDSOCK                 149 50 05.0
 HF1076:UTM  14      -  AUGUSTA AIRPORT WINDSOCK                 149 32 01.0
 HF1076
 HF1076|---------------------------------------------------------------------|
 HF1076| PID    Reference Object                     Distance      Geod. Az  |
 HF1076|                                                           dddmmss.s |
 HF1076| CR9344 AUGUSTA AIRPORT WINDSOCK                           1504228.1 |
 HF1076|---------------------------------------------------------------------|
 HF1076
 HF1076                          SUPERSEDED SURVEY CONTROL
 HF1076
 HF1076  NAD 83(1997)-  37 40 28.76238(N)    097 04 45.26031(W) AD(       ) 3
 HF1076  NAD 83(1986)-  37 40 28.77091(N)    097 04 45.26509(W) AD(       ) 3
 HF1076  NAD 27      -  37 40 28.70449(N)    097 04 44.13206(W) AD(       ) 3
 HF1076  NGVD 29 (12/08/88)  404.21   (m)         1326.1    (f) LEVELING    3  
 HF1076
 HF1076.Superseded values are not recommended for survey control.
 HF1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1076.See file dsdata.txt to determine how the superseded data were derived.
 HF1076
 HF1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6938871454(NAD 83)
 HF1076_MARKER: DD = SURVEY DISK
 HF1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1076_SP_SET: CONCRETE POST
 HF1076_STAMPING: 3AU A 1987
 HF1076_MARK LOGO: NOS   
 HF1076_PROJECTION: FLUSH
 HF1076_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 HF1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1076+STABILITY: SURFACE MOTION
 HF1076
 HF1076  HISTORY     - Date     Condition        Report By
 HF1076  HISTORY     - 1987     MONUMENTED       NOS
 HF1076  HISTORY     - 1987     GOOD             NOSAMC
 HF1076
 HF1076                          STATION DESCRIPTION
 HF1076
 HF1076'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF1076'THE STATION IS LOCATED AT THE AUGUSTA MUNICIPAL AIRPORT NEAR
 HF1076'AUGUSTA, KANSAS.
 HF1076'
 HF1076'TO REACH THE STATION, FIRST CONTACT THE AIRPORT MANAGER, THEN
 HF1076'DRIVE OUT ONTO THE NORTH-SOUTH TAXIWAY SOUTH PAST A ROW OF EAST-WEST
 HF1076'HANGERS TO AN AREA JUST SOUTH OF THE HANGERS ON A LARGE HILL
 HF1076'AND THE STATION .
 HF1076'
 HF1076'THE STATION IS A STANDARD NOS DISK STAMPED---3AU A 1987---,
 HF1076'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 HF1076'FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 262.0 FEET WEST
 HF1076'FROM THE WEST EDGE OF THE NORTH-SOUTH TAXIWAY, 228.0 FEET WEST
 HF1076'FROM THE WEST END OF A METAL CULVERT, 174.5 FEET SOUTHWEST FROM THE
 HF1076'SOUTHEAST CORNER OF A METAL HANGER, 159.0 FEET WEST-SOUTHWEST
 HF1076'FROM THE SOUTHEAST CORNER OF A TAXIWAY, AND 108.0 FEET SOUTH
 HF1076'FROM THE SOUTH EDGE OF A EAST-WEST TAXIWAY.
 HF1076'
 HF1076'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 HF1076'
 HF1076'DESCRIBED BY P B WALBOLT.
 HF1076
 HF1076                          STATION RECOVERY (1987)
 HF1076
 HF1076'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 HF1076'6.4 KM (4.00 MI) EAST FROM AUGUSTA.
 HF1076'NEAR AUGUSTA, KANSAS AT THE AUGUSTA MUNICIPAL AIRPORT.  TO REACH THE
 HF1076'STATION CONTACT THE AIRPORT MANAGER THEN DRIVE ONTO THE NORTH-SOUTH
 HF1076'TAXIWAY SOUTH PAST A ROW OF EAST-WEST HANGARS TO AN AREA JUST SOUTH
 HF1076'OF THE HANGARS ON A LARGE HILL AND THE STATION.  IT IS 262 FEET WEST
 HF1076'FROM THE WEST EDGE OF THE NORTH-SOUTH TAXIWAY, 228 FEET WEST FROM THE
 HF1076'WEST END OF A METAL CULVERT, 174.5 FEET SOUTHWEST FROM THE SOUTHEAST
 HF1076'CORNER OF A METAL HANGAR, 159 FEET WEST-SOUTHWEST FROM THE SOUTHEAST
 HF1076'CORNER OF A TAXIWAY AND 108 FEET SOUTH FROM THE SOUTH EDGE OF AN
 HF1076'EAST-WEST TAXIWAY.
 HF1076'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1077 ***********************************************************************
 HF1077  DESIGNATION -  3AU B
 HF1077  PID         -  HF1077
 HF1077  STATE/COUNTY-  KS/BUTLER
 HF1077  USGS QUAD   -  SANTA FE LAKE (1983)
 HF1077
 HF1077                         *CURRENT SURVEY CONTROL
 HF1077  ___________________________________________________________________
 HF1077* NAD 83(1997)-  37 40 07.96121(N)    097 04 44.17547(W)     ADJUSTED  
 HF1077* NAVD 88     -       401.708  (meters)    1317.94   (feet)  ADJUSTED  
 HF1077  ___________________________________________________________________
 HF1077  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 HF1077  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 HF1077  DYNAMIC HT  -         401.395 (meters)    1316.91  (feet)  COMP
 HF1077  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 HF1077
 HF1077  HORZ ORDER  -  THIRD
 HF1077  VERT ORDER  -  THIRD
 HF1077
 HF1077.This mark is at Augusta Municipal Airport (3AU)
 HF1077
 HF1077.The horizontal coordinates were established by GPS observations
 HF1077.and adjusted by the National Geodetic Survey in October 1998..
 HF1077
 HF1077.The orthometric height was determined by differential leveling
 HF1077.and adjusted by the National Geodetic Survey in June 1991..
 HF1077
 HF1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1077
 HF1077.The geoid height was determined by GEOID03.
 HF1077
 HF1077.The dynamic height is computed by dividing the NAVD 88
 HF1077.geopotential number by the normal gravity value computed on the
 HF1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1077.degrees latitude (g = 980.6199 gals.).
 HF1077
 HF1077.The modeled gravity was interpolated from observed gravity values.
 HF1077
 HF1077;                    North         East     Units Scale Factor Converg.
 HF1077;SPC KS S     -   512,185.336   525,362.813   MT  0.99994529   +0 52 23.8
 HF1077;UTM  14      - 4,170,813.500   669,427.803   MT  0.99995358   +1 10 27.2
 HF1077
 HF1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1077!SPC KS S     -   0.99994151  x   0.99994529  =   0.99988680
 HF1077!UTM  14      -   0.99994151  x   0.99995358  =   0.99989509
 HF1077
 HF1077|---------------------------------------------------------------------|
 HF1077| PID    Reference Object                     Distance      Geod. Az  |
 HF1077|                                                           dddmmss.s |
 HF1077| HF1078 3AU RWY 36                          336.345 METERS 17146     |
 HF1077|---------------------------------------------------------------------|
 HF1077
 HF1077                          SUPERSEDED SURVEY CONTROL
 HF1077
 HF1077  NAD 83(1997)-  37 40 07.96816(N)    097 04 44.16427(W) AD(       ) 3
 HF1077  NAD 83(1986)-  37 40 07.97669(N)    097 04 44.16934(W) AD(       ) 3
 HF1077  NAD 27      -  37 40 07.90989(N)    097 04 43.03635(W) AD(       ) 3
 HF1077  NGVD 29 (12/08/88)  401.56   (m)         1317.5    (f) LEVELING    3  
 HF1077
 HF1077.Superseded values are not recommended for survey control.
 HF1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1077.See file dsdata.txt to determine how the superseded data were derived.
 HF1077
 HF1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6942870814(NAD 83)
 HF1077_MARKER: DD = SURVEY DISK
 HF1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1077_SP_SET: CONCRETE POST
 HF1077_STAMPING: 3AU B 1987
 HF1077_MARK LOGO: NOS   
 HF1077_PROJECTION: FLUSH
 HF1077_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 HF1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1077+STABILITY: SURFACE MOTION
 HF1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1077+SATELLITE: SATELLITE OBSERVATIONS - 1987
 HF1077
 HF1077  HISTORY     - Date     Condition        Report By
 HF1077  HISTORY     - 1987     MONUMENTED       NOS
 HF1077  HISTORY     - 1987     GOOD             NOSAMC
 HF1077
 HF1077                          STATION DESCRIPTION
 HF1077
 HF1077'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF1077'THE STATION IS LOCATED AT THE AUGUSTA MUNICIPAL AIRPORT NEAR THE
 HF1077'SOUTH END WEST OF THE 18-36 RUNWAY AND TAXIWAY.
 HF1077'
 HF1077'CONTACT THE AIRPORT MANAGER PRIOR TO DRIVING TO THE STATION.  TO
 HF1077'REACH THE STATION FROM THE MANAGERS OFFICE DRIVE SOUTH ON THE
 HF1077'NORTH-SOUTH TAXIWAY PAST THE MID CROSSOVER TO THE STATION ON THE
 HF1077'RIGHT 17 FEET OFF THE EDGE OF THE TAXIWAY.
 HF1077'
 HF1077'THE STATION IS A STANDARD NOS DISK STAMPED---3AU B 1987---,
 HF1077'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 HF1077'FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 207 FEET WEST
 HF1077'FROM THE WEST EDGE OF RUNWAY 18-36, 138.5 FEET WEST-NORTHWEST
 HF1077'FROM THE NORTHWEST CORNER OF THE REAR VASI FOR RUNWAY 36,
 HF1077'135.0 FEET WEST FROM THE WEST END ON A CONCRETE DRIVE TO THE
 HF1077'VASI AND IN LINE WITH THE SAME, AND 17.0 FEET WEST FROM
 HF1077'THE WEST EDGE OF THE NORTH-SOUTH TAXIWAY.
 HF1077'
 HF1077'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 HF1077'
 HF1077'DESCRIBED BY P B WALBOLT.
 HF1077
 HF1077                          STATION RECOVERY (1987)
 HF1077
 HF1077'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 HF1077'6.4 KM (4.00 MI) EAST FROM AUGUSTA.
 HF1077'NEAR AUGUSTA, KANSAS AT THE AUGUSTA MUNICIPAL AIRPORT NEAR THE SOUTH
 HF1077'END AND WEST OF THE 18-36 RUNWAY AND TAXIWAY.  TO REACH THE STATION
 HF1077'CONTACT THE AIRPORT MANAGER AND FROM THE AIRPORT MANAGERS OFFICE
 HF1077'DRIVE SOUTH ON THE NORTH-SOUTH TAXIWAY PAST THE MID CROSSOVER TO THE
 HF1077'STATION ON THE RIGHT.  IT IS 207 FEET WEST FROM THE WEST EDGE OF
 HF1077'RUNWAY 18-36,  138.5 FEET WEST-NORTHWEST FROM THE NORTHWEST CORNER OF
 HF1077'THE REAR VASI LIGHTS FOR RUNWAY 36,  135 FEET WEST FROM THE WEST END
 HF1077'OF A CONCRETE DRIVE TO THE VASI LIGHT AND IN LINE WITH THE SAME AND
 HF1077'17.0 FEET WEST FROM THE WEST EDGE OF THE NORTH-SOUTH TAXIWAY.
 HF1077'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0800 ***********************************************************************
 KF0800  DESIGNATION -  3JC A
 KF0800  PID         -  KF0800
 KF0800  STATE/COUNTY-  KS/GEARY
 KF0800  USGS QUAD   -  JUNCTION CITY (1982)
 KF0800
 KF0800                         *CURRENT SURVEY CONTROL
 KF0800  ___________________________________________________________________
 KF0800* NAD 83(1997)-  39 02 29.81960(N)    096 50 41.75481(W)     ADJUSTED  
 KF0800* NAVD 88     -       333.426  (meters)    1093.92   (feet)  ADJUSTED  
 KF0800  ___________________________________________________________________
 KF0800  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 KF0800  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 KF0800  DYNAMIC HT  -         333.196 (meters)    1093.16  (feet)  COMP
 KF0800  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 KF0800
 KF0800  HORZ ORDER  -  THIRD
 KF0800  VERT ORDER  -  THIRD
 KF0800
 KF0800.This mark is at Freeman Field Airport (3JC)
 KF0800
 KF0800.The horizontal coordinates were established by classical geodetic methods
 KF0800.and adjusted by the National Geodetic Survey in October 1998..
 KF0800
 KF0800.The orthometric height was determined by differential leveling
 KF0800.and adjusted by the National Geodetic Survey in June 1991..
 KF0800
 KF0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0800
 KF0800.The geoid height was determined by GEOID03.
 KF0800
 KF0800.The dynamic height is computed by dividing the NAVD 88
 KF0800.geopotential number by the normal gravity value computed on the
 KF0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0800.degrees latitude (g = 980.6199 gals.).
 KF0800
 KF0800.The modeled gravity was interpolated from observed gravity values.
 KF0800
 KF0800;                    North         East     Units Scale Factor Converg.
 KF0800;SPC KS N     -    79,264.802   499,994.391   MT  0.99996347   +0 43 51.0
 KF0800;UTM  14      - 4,323,604.810   686,510.941   MT  1.00002835   +1 21 28.2
 KF0800
 KF0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0800!SPC KS N     -   0.99995233  x   0.99996347  =   0.99991581
 KF0800!UTM  14      -   0.99995233  x   1.00002835  =   0.99998068
 KF0800
 KF0800:                Primary Azimuth Mark                     Grid Az
 KF0800:SPC KS N     -  3JC B                                    007 12 35.3
 KF0800:UTM  14      -  3JC B                                    006 34 58.1
 KF0800
 KF0800|---------------------------------------------------------------------|
 KF0800| PID    Reference Object                     Distance      Geod. Az  |
 KF0800|                                                           dddmmss.s |
 KF0800| KF0798 3JC B                               APPROX. 0.8 KM 0075626.3 |
 KF0800| KF1199 ON 02                               270.548 METERS 01508     |
 KF0800| KF1095 JUNCTION CITY MUN TANK              APPROX. 2.4 KM 1804816.5 |
 KF0800|---------------------------------------------------------------------|
 KF0800
 KF0800                          SUPERSEDED SURVEY CONTROL
 KF0800
 KF0800  NAD 83(1986)-  39 02 29.82414(N)    096 50 41.75172(W) AD(       ) 3
 KF0800  NAD 27      -  39 02 29.83148(N)    096 50 40.71760(W) AD(       ) 3
 KF0800  NGVD 29 (12/08/88)  333.30   (m)         1093.5    (f) LEVELING    3  
 KF0800
 KF0800.Superseded values are not recommended for survey control.
 KF0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0800.See file dsdata.txt to determine how the superseded data were derived.
 KF0800
 KF0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8651123605(NAD 83)
 KF0800_MARKER: DD = SURVEY DISK
 KF0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0800_SP_SET: CONCRETE POST
 KF0800_STAMPING: 3JC A 1987
 KF0800_MARK LOGO: NOSAMC
 KF0800_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0800+STABILITY: SURFACE MOTION
 KF0800
 KF0800  HISTORY     - Date     Condition        Report By
 KF0800  HISTORY     - 1987     MONUMENTED       NOS
 KF0800  HISTORY     - 1987     GOOD             NOS
 KF0800
 KF0800                          STATION DESCRIPTION
 KF0800
 KF0800'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 KF0800'THE STATION IS LOCATED AT THE JUNCTION CITY MUNICIPAL AIRPORT IN
 KF0800'JUNCTION CITY, KANSAS, NE FROM THE SW END OF RUNWAYS 5 AND 23.
 KF0800'
 KF0800'TO REACH THE STATION FROM 6TH STREET AND WASHINGTON STREET IN THE
 KF0800'CENTER OF JUNCTION CITY GO NORTH ON WASHINGTON STREET FOR 0.9 MI TO
 KF0800'THE JUNCTION OF WASHINGTON STREET WITH 18TH STREET TO THE LEFT AND
 KF0800'GRANT AVE TO THE RIGHT.  TURN LEFT ON 18TH STREET AND PROCEED FOR
 KF0800'0.4 MI WEST TO POINT.  TURN RIGHT AND ALMOST IMMEDIATELY TURN LEFT
 KF0800'AGAIN ONTO THE DRIVEWAY INTO THE AIRPORT, APPROXIMATELY 0.25 MI TO
 KF0800'THE AIRPORT MANAGERS OFFICE.  AFTER OBTAINING PERMISSION DRIVE ONTO
 KF0800'THE TAXIWAY RUNNING ALONG RUNWAYS 31 AND 13 TO THE INTERSECTION OF
 KF0800'THE SOD RUNWAYS 5 AND 23.  TURN LEFT AND PROCEED ALONG EDGE OF
 KF0800'RUNWAYS 5 AND 23 SOUTHWESTERLY TO THE AREA NEAR THE RUNWAY END
 KF0800'BARRELS NEAR THE NORTH EDGE OF RUNWAY END 5 AND THE EASTERLY EDGE
 KF0800'OF RUNWAYS 18 AND 36 AND THE STATION.
 KF0800'
 KF0800'THE STATION IS A STANDARD NOS DISK STAMPED---3JCA 1987---, SET INTO
 KF0800'THE TOP OF A 10 INCH DIAMETER ROUND CONCRETE MONUMENT FLUSH WITH
 KF0800'THE GROUND.  IT IS LOCATED 29.6 M (97.0 FT) EAST FROM THE EAST EDGE
 KF0800'OF RUNWAY 18-36, 1.0 M (3.2 FT) NE FROM TWO BLACK AND GOLD RUNWAY
 KF0800'END BARRELS AND 0.8 M (2.8 FT) SE FROM THREE BLACK AND GOLD RUNWAY
 KF0800'END BARRLES.
 KF0800'
 KF0800'HEIGHT OF LIGHT SHOWN WAS 1.55 METERS ABOVE THE MARK.
 KF0800'
 KF0800'DESCRIBED BY R. DECROIX.
 KF0800
 KF0800                          STATION RECOVERY (1987)
 KF0800
 KF0800'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KF0800'JUNCTION CITY.
 KF0800'THE STATION IS LOCATED NEAR THE JUNCTION OF RUNWAYS 5 AND 23 AT THE
 KF0800'JUNCTION CITY MUNICIPAL AIRPORT.  CONTACT THE AIRPORT MANAGER PRIOR
 KF0800'TO ENTERING THE AIRPORT PROPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0798 ***********************************************************************
 KF0798  FBN         -  This is a Federal Base Network Control Station.
 KF0798  PACS        -  This is a Primary Airport Control Station.
 KF0798  DESIGNATION -  3JC B
 KF0798  PID         -  KF0798
 KF0798  STATE/COUNTY-  KS/GEARY
 KF0798  USGS QUAD   -  JUNCTION CITY (1982)
 KF0798
 KF0798                         *CURRENT SURVEY CONTROL
 KF0798  ___________________________________________________________________
 KF0798* NAD 83(1997)-  39 02 55.65231(N)    096 50 37.13386(W)     ADJUSTED  
 KF0798* NAVD 88     -       330.29   (meters)    1083.6    (feet)  GPS OBS   
 KF0798  ___________________________________________________________________
 KF0798  X           -    -591,053.392 (meters)                     COMP
 KF0798  Y           -  -4,924,809.242 (meters)                     COMP
 KF0798  Z           -   3,996,714.592 (meters)                     COMP
 KF0798  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 KF0798  ELLIP HEIGHT-         300.70  (meters)          (08/12/03) GPS OBS
 KF0798  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 KF0798
 KF0798  HORZ ORDER  -  B
 KF0798  ELLP ORDER  -  FOURTH    CLASS I
 KF0798
 KF0798.This mark is at Freeman Field Airport (3JC)
 KF0798
 KF0798.The horizontal coordinates were established by GPS observations
 KF0798.and adjusted by the National Geodetic Survey in December 1997..
 KF0798
 KF0798.The orthometric height was determined by GPS observations and a
 KF0798.high-resolution geoid model.
 KF0798
 KF0798.GPS derived orthometric heights for airport stations designated as
 KF0798.PACS or SACS are published to 2 decimal places.  This maintains
 KF0798.centimeter relative accuracy between the PACS and SACS.  It does
 KF0798.not indicate centimeter accuracy relative to other marks which are
 KF0798.part of the NAVD 88 network.
 KF0798
 KF0798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0798
 KF0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0798
 KF0798.The ellipsoidal height was determined by GPS observations
 KF0798.and is referenced to NAD 83.
 KF0798
 KF0798.The geoid height was determined by GEOID03.
 KF0798
 KF0798;                    North         East     Units Scale Factor Converg.
 KF0798;SPC KS N     -    80,062.752   500,095.334   MT  0.99996303   +0 43 53.9
 KF0798;UTM  14      - 4,324,403.869   686,603.151   MT  1.00002878   +1 21 31.9
 KF0798
 KF0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0798!SPC KS N     -   0.99995282  x   0.99996303  =   0.99991586
 KF0798!UTM  14      -   0.99995282  x   1.00002878  =   0.99998160
 KF0798
 KF0798:                Primary Azimuth Mark                     Grid Az
 KF0798:SPC KS N     -  JUNCTION CITY MUN TANK                   181 52 16.6
 KF0798:UTM  14      -  JUNCTION CITY MUN TANK                   181 14 38.6
 KF0798
 KF0798|---------------------------------------------------------------------|
 KF0798| PID    Reference Object                     Distance      Geod. Az  |
 KF0798|                                                           dddmmss.s |
 KF0798| KF1095 JUNCTION CITY MUN TANK              APPROX. 3.2 KM 1823610.5 |
 KF0798| KF1199 ON 02                               APPROX. 0.5 KM 1841928.6 |
 KF0798| KF0800 3JC A                               APPROX. 0.8 KM 1875629.2 |
 KF0798|---------------------------------------------------------------------|
 KF0798
 KF0798                          SUPERSEDED SURVEY CONTROL
 KF0798
 KF0798  ELLIP H (12/22/97)  300.73   (m)                       GP(       ) 4 1
 KF0798  NAD 83(1986)-  39 02 55.65673(N)    096 50 37.13113(W) AD(       ) 3
 KF0798  NAD 27      -  39 02 55.66450(N)    096 50 36.09738(W) AD(       ) 3
 KF0798
 KF0798.Superseded values are not recommended for survey control.
 KF0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0798.See file dsdata.txt to determine how the superseded data were derived.
 KF0798
 KF0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8660324404(NAD 83)
 KF0798_MARKER: DD = SURVEY DISK
 KF0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0798_SP_SET: CONCRETE POST
 KF0798_STAMPING: 3JC B 1987
 KF0798_MARK LOGO: NOS   
 KF0798_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0798+STABILITY: SURFACE MOTION
 KF0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0798+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 KF0798
 KF0798  HISTORY     - Date     Condition        Report By
 KF0798  HISTORY     - 1987     MONUMENTED       NOS
 KF0798  HISTORY     - 1987     GOOD             NOS
 KF0798  HISTORY     - 19970324 GOOD             NGS
 KF0798  HISTORY     - 20020917 GOOD             NGS
 KF0798
 KF0798                          STATION DESCRIPTION
 KF0798
 KF0798'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 KF0798'IN JUNCTION CITY.
 KF0798'THE STATION IS AN ALUMINUM NOS DISK SET INTO THE TOP OF A 10 INCH
 KF0798'CONCRETE MONUMENT FLUSH WITH THE EXISTING GROUND.  THE STATION IS
 KF0798'LOCATED AT THE JUNCTION CITY MUNICIPAL AIRPORT APPROXIMATELY 199.3
 KF0798'FEET SW FROM THE CENTERLINE END OF RUNWAY 18, 91.3 FEET WEST FROM THE
 KF0798'WEST EDGE OF RUNWAY 18-36, AND 81.1 FEET S-SW FROM THE SW CORNER OF A
 KF0798'ASPHALT HOLDING PAD.  PERMISSION MUST BE OBTAINED FROM THE AIRPORT
 KF0798'MANAGER PRIOR TO ENTERING THE AIRPORT PROPER.
 KF0798
 KF0798                          STATION RECOVERY (1987)
 KF0798
 KF0798'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 KF0798'THE STATION IS LOCATED AT THE JUNCTION CITY MUNICIPAL AIRPORT IN
 KF0798'JUNCTION CITY, KANSAS, APPROXIMATELY 200 FT W-SW FROM THE END OF
 KF0798'RUNWAY 18.
 KF0798'
 KF0798'TO REACH THE STATION FROM 6TH STREET AND WASHINGTON STREET IN
 KF0798'JUNCTION CITY GO N ON 6TH STREET FOR 0.9 MI TO ITS JUNCTION WITH
 KF0798'18TH STREET TO THE LEFT, W AND GRANT AVE TO THE RIGHT E-NE.  TURN
 KF0798'LEFT, W ON 18TH STREET AND PROCEED FOR 0.4 MI TO ITS TERMINATION AT
 KF0798'A N-S ROAD AND THE ENTRANCE TO THE MUNICIPAL AIRPORT.  TURN RIGHT,
 KF0798'NORTH AND ALMOST IMMEDIATELY LEFT W ONTO THE AIRPORT DRIVE AND
 KF0798'PROCEED WESTERLY FOR 0.25 MI TO THE AIRPORT MANAGERS OFFICE.  AFTER
 KF0798'OBTAINING PERMISSION DRIVE ONTO THE AIRPORT PROPERTY AND FOLLOW THE
 KF0798'ASPHALT TAXIWAY WHICH PARALLELS RUNWAY 13-31 NW, CROSSING RUNWAY
 KF0798'5-23.  TO THE EASTERLY EDGE OF RUNWAY 18-36.  TURN RIGHT AND
 KF0798'PROCEED NORTHERLY ALONG THE E SIDE OF RUNWAY 18-36 TO THE END.  GO
 KF0798'AROUND THE N END AND THE HOLDING PAD TO THE STATION APPROXIMATELY
 KF0798'200 FT SW FROM THE CENTERLINE END OF RUNWAY 18.
 KF0798'
 KF0798'THE STATION IS A STANDARD NOS DISK STAMPED---3JCB 1987---, SET INTO
 KF0798'THE TOP OF A 10 INCH DIAMETER ROUND CONCRETE MONUMENT FLUSH WITH
 KF0798'THE GROUND.  IT IS LOCATED 60.7 M (199.3 FT) SW FROM THE CENTERLINE
 KF0798'END OF RUNWAY 18, 27.8 M (91.3 FT) W FROM THE W EDGE OF RUNWAY
 KF0798'18-36, 24.7 M (81.1 FT) S-SW FROM THE SW CORNER OF THE ASPHALT
 KF0798'HOLDING PAD, AND 2.4 M (8.0 FT) E FROM THE E EDGE OF A CULTIVATED
 KF0798'FIELD.
 KF0798'
 KF0798'HEIGHT OF LIGHT ABOVE MARK WAS 1.50 METERS.
 KF0798'
 KF0798'DECRIBED BY R. DECROIX.
 KF0798
 KF0798                          STATION RECOVERY (1997)
 KF0798
 KF0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KF0798'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF JUNCTION CITY, AT
 KF0798'FREEMAN FIELD MUNICIPAL AIRPORT, NEAR THE NORTH END OF THE AIRFIELD,
 KF0798'ON THE EAST SIDE OF A CULTIVATED FIELD AND JUST SOUTH OF A TURNAROUND
 KF0798'FOR RUNWAY END 18.  OWNERSHIP--CITY OF JUNCTION CITY.  RON NORDT IS
 KF0798'THE AIRPORT PRESIDENT, FREEMAN FIELD, 540 WEST 18TH STREET, JUNCTION
 KF0798'CITY KS 66441, PHONE 913-238-1991.  CALL AHEAD FOR PERMISSION TO
 KF0798'OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED GATE.  TO REACH FROM
 KF0798'THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 70 AND U.S.
 KF0798'BUSINESS HIGHWAY 40 (WASHINGTON AVENUE, EXIT 296), GO NORTHERLY ON
 KF0798'WASHINGTON AVENUE FOR 2.09 KM (1.30 MI) TO THE JUNCTION OF 6TH STREET
 KF0798'(AT THIS POINT BUSINESS HIGHWAY 40 TURNS EAST). CONTINUE AHEAD, NORTH
 KF0798'ON WASHINGTON AVENUE FOR 1.45 KM (0.90 MI) TO A PAVED CROSSROAD (GRANT
 KF0798'AVENUE).  TURN LEFT, WEST ON GRANT AVENUE FOR 0.56 KM (0.35 MI) TO THE
 KF0798'T-JUNCTION OF JACKSON STREET. TURN RIGHT, NORTH FOR ABOUT 40 M (131.2
 KF0798'FT) ON JACKSON STREET, THEN LEFT, WEST ON THE AIRPORT ENTRANCE ROAD
 KF0798'FOR 0.16 KM (0.10 MI) TO THE BRICK TERMINAL BUILDING AND A GATE ON THE
 KF0798'LEFT.  TURN LEFT, SOUTH FOR 0.08 KM (0.05 MI) TO THE GATE AT THE APRON
 KF0798'AND THE AIRPORT OFFICE ON THE LEFT.  PASS THROUGH THE GATE, WEST
 KF0798'ACROSS THE APRON FOR 0.08 KM (0.05 MI) TO A TAXI.  TURN RIGHT,
 KF0798'NORTHWEST ALONG THE TAXI FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF THE
 KF0798'RUNWAY.  TURN RIGHT, NORTH ALONG THE RUNWAY FOR 0.41 KM (0.25 MI) TO
 KF0798'THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 25 CM
 KF0798'ROUND CONCRETE POST RECESSED 10 CM BELOW THE GROUND.  IT IS 60.7 M
 KF0798'(199.1 FT) SOUTHWEST OF THE CENTER OF THE RUNWAY END, 39.3 M (128.9
 KF0798'FT) WEST OF THE RUNWAY CENTER, 27.8 M (91.2 FT) WEST OF THE WEST EDGE
 KF0798'OF THE RUNWAY, 25.9 M (85.0 FT) WEST-NORTHWEST OF THE FIRST RUNWAY
 KF0798'LIGHT SOUTH OF THE RUNWAY END, 24.7 M (81.0 FT) SOUTH-SOUTHWEST OF THE
 KF0798'SOUTHWEST CORNER OF THE TURNAROUND AND 0.4 M (1.3 FT) EAST OF A
 KF0798'FIBERGLASS WITNESS POST. NOTE--THIS STATION IS DESIGNATED AS THE
 KF0798'PRIMARY AIRPORT CONTROL STATION.
 KF0798
 KF0798                          STATION RECOVERY (2002)
 KF0798
 KF0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 KF0798'RECOVERED AS DESCRIBED.  NOTE--PHONE AREA CODE TO 785.  THE STATION IS
 KF0798'A PRIMARY AIRPORT
 KF0798'CONTROL STATION.
 KF0798'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0643 ***********************************************************************
 KE0643  DESIGNATION -  4
 KE0643  PID         -  KE0643
 KE0643  STATE/COUNTY-  KS/LEAVENWORTH
 KE0643  USGS QUAD   -  MC LOUTH (1979)
 KE0643
 KE0643                         *CURRENT SURVEY CONTROL
 KE0643  ___________________________________________________________________
 KE0643* NAD 83(1986)-  39 08 36.     (N)    095 08 52.     (W)     SCALED    
 KE0643* NAVD 88     -       324.542  (meters)    1064.77   (feet)  ADJUSTED  
 KE0643  ___________________________________________________________________
 KE0643  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 KE0643  DYNAMIC HT  -         324.331 (meters)    1064.08  (feet)  COMP
 KE0643  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 KE0643
 KE0643  VERT ORDER  -  SECOND    CLASS 0
 KE0643
 KE0643.The horizontal coordinates were scaled from a topographic map and have
 KE0643.an estimated accuracy of +/- 6 seconds.
 KE0643
 KE0643.The orthometric height was determined by differential leveling
 KE0643.and adjusted by the National Geodetic Survey in June 1991..
 KE0643
 KE0643.The geoid height was determined by GEOID03.
 KE0643
 KE0643.The dynamic height is computed by dividing the NAVD 88
 KE0643.geopotential number by the normal gravity value computed on the
 KE0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0643.degrees latitude (g = 980.6199 gals.).
 KE0643
 KE0643.The modeled gravity was interpolated from observed gravity values.
 KE0643
 KE0643;                    North         East    Units  Estimated Accuracy
 KE0643;SPC KS N     -    93,800.      646,530.      MT  (+/- 180 meters Scaled)
 KE0643
 KE0643                          SUPERSEDED SURVEY CONTROL
 KE0643
 KE0643  NGVD 29 (??/??/92)  324.459  (m)         1064.50   (f) ADJ UNCH    2 0
 KE0643
 KE0643.Superseded values are not recommended for survey control.
 KE0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0643.See file dsdata.txt to determine how the superseded data were derived.
 KE0643
 KE0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD143348(NAD 83)
 KE0643_MARKER: B = BOLT
 KE0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0643+STABILITY: SURFACE MOTION
 KE0643
 KE0643  HISTORY     - Date     Condition        Report By
 KE0643  HISTORY     - UNK      MONUMENTED       KSHC
 KE0643  HISTORY     - 1950     GOOD             NGS
 KE0643
 KE0643                          STATION DESCRIPTION
 KE0643
 KE0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0643'5.4 MI NW FROM TONGANOXIE.
 KE0643'5.4 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE UNION
 KE0643'PACIFIC RAILROAD STATION AT TONGANOXIE, LEAVENWORTH COUNTY,
 KE0643'910 FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD LEADING
 KE0643'SOUTH 37.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.7
 KE0643'FEET WEST OF A 24-INCH TREE, 9 FEET EAST OF A 15-INCH TREE,
 KE0643'AND 3 FEET LOWER THAN THE HIGHWAY.  A COPPER BOLT, SET IN THE
 KE0643'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0256 ***********************************************************************
 HF0256  DESIGNATION -  4
 HF0256  PID         -  HF0256
 HF0256  STATE/COUNTY-  KS/COWLEY
 HF0256  USGS QUAD   -  GRAND SUMMIT (1979)
 HF0256
 HF0256                         *CURRENT SURVEY CONTROL
 HF0256  ___________________________________________________________________
 HF0256* NAD 83(1986)-  37 20 12.     (N)    096 34 46.     (W)     SCALED    
 HF0256* NAVD 88     -       421.475  (meters)    1382.79   (feet)  ADJUSTED  
 HF0256  ___________________________________________________________________
 HF0256  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 HF0256  DYNAMIC HT  -         421.123 (meters)    1381.63  (feet)  COMP
 HF0256  MODELED GRAV-     979,785.1   (mgal)                       NAVD 88
 HF0256
 HF0256  VERT ORDER  -  SECOND    CLASS 0
 HF0256
 HF0256.The horizontal coordinates were scaled from a topographic map and have
 HF0256.an estimated accuracy of +/- 6 seconds.
 HF0256
 HF0256.The orthometric height was determined by differential leveling
 HF0256.and adjusted by the National Geodetic Survey in June 1991..
 HF0256
 HF0256.The geoid height was determined by GEOID03.
 HF0256
 HF0256.The dynamic height is computed by dividing the NAVD 88
 HF0256.geopotential number by the normal gravity value computed on the
 HF0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0256.degrees latitude (g = 980.6199 gals.).
 HF0256
 HF0256.The modeled gravity was interpolated from observed gravity values.
 HF0256
 HF0256;                    North         East    Units  Estimated Accuracy
 HF0256;SPC KS S     -   476,110.      570,180.      MT  (+/- 180 meters Scaled)
 HF0256
 HF0256                          SUPERSEDED SURVEY CONTROL
 HF0256
 HF0256  NGVD 29 (??/??/92)  421.334  (m)         1382.33   (f) ADJ UNCH    2 0
 HF0256
 HF0256.Superseded values are not recommended for survey control.
 HF0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0256.See file dsdata.txt to determine how the superseded data were derived.
 HF0256
 HF0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG144349(NAD 83)
 HF0256_MARKER: B = BOLT
 HF0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0256+STABILITY: SURFACE MOTION
 HF0256
 HF0256  HISTORY     - Date     Condition        Report By
 HF0256  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0256  HISTORY     - 1935     GOOD             NGS
 HF0256
 HF0256                          STATION DESCRIPTION
 HF0256
 HF0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0256'2.7 MI W FROM GRAND SUMMIT.
 HF0256'2.7 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0256'FROM GRAND SUMMIT, COWLEY COUNTY, NEAR MILEPOST 220, AND 49 FEET
 HF0256'SOUTH OF THE CENTERLINE OF THE TRACK.  AN IRON BOLT, SET IN THE
 HF0256'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0108 ***********************************************************************
 JF0108  DESIGNATION -  4
 JF0108  PID         -  JF0108
 JF0108  STATE/COUNTY-  KS/MORRIS
 JF0108  USGS QUAD   -  AMERICUS (1972)
 JF0108
 JF0108                         *CURRENT SURVEY CONTROL
 JF0108  ___________________________________________________________________
 JF0108* NAD 83(1986)-  38 34 27.     (N)    096 21 46.     (W)     SCALED    
 JF0108* NAVD 88     -       361.518  (meters)    1186.08   (feet)  ADJUSTED  
 JF0108  ___________________________________________________________________
 JF0108  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 JF0108  DYNAMIC HT  -         361.263 (meters)    1185.24  (feet)  COMP
 JF0108  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 JF0108
 JF0108  VERT ORDER  -  SECOND    CLASS 0
 JF0108
 JF0108.The horizontal coordinates were scaled from a topographic map and have
 JF0108.an estimated accuracy of +/- 6 seconds.
 JF0108
 JF0108.The orthometric height was determined by differential leveling
 JF0108.and adjusted by the National Geodetic Survey in June 1991..
 JF0108
 JF0108.The geoid height was determined by GEOID03.
 JF0108
 JF0108.The dynamic height is computed by dividing the NAVD 88
 JF0108.geopotential number by the normal gravity value computed on the
 JF0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0108.degrees latitude (g = 980.6199 gals.).
 JF0108
 JF0108.The modeled gravity was interpolated from observed gravity values.
 JF0108
 JF0108;                    North         East    Units  Estimated Accuracy
 JF0108;SPC KS N     -    28,030.      542,670.      MT  (+/- 180 meters Scaled)
 JF0108
 JF0108                          SUPERSEDED SURVEY CONTROL
 JF0108
 JF0108  NGVD 29 (??/??/92)  361.380  (m)         1185.63   (f) ADJ UNCH    2 0
 JF0108
 JF0108.Superseded values are not recommended for survey control.
 JF0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0108.See file dsdata.txt to determine how the superseded data were derived.
 JF0108
 JF0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH297728(NAD 83)
 JF0108_MARKER: B = BOLT
 JF0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0108_SP_SET: CULVERT
 JF0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0108
 JF0108  HISTORY     - Date     Condition        Report By
 JF0108  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0108  HISTORY     - 1935     GOOD             NGS
 JF0108  HISTORY     - 1968     GOOD             NGS
 JF0108
 JF0108                          STATION DESCRIPTION
 JF0108
 JF0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0108'IN DUNLAP.
 JF0108'ALONG M-K-T RR. IN TOP OF ROUND HEADED BOLT 6 INCHES N. OF S.
 JF0108'END OF W. HEADWALL OF DOUBLE 4 X 9 CONC. CULVERT, 300 YDS.
 JF0108'S. OF DUNLAP STATION.
 JF0108
 JF0108                          STATION RECOVERY (1968)
 JF0108
 JF0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0428 ***********************************************************************
 HF0428  DESIGNATION -  4
 HF0428  PID         -  HF0428
 HF0428  STATE/COUNTY-  KS/BUTLER
 HF0428  USGS QUAD   -  GORDON (1979)
 HF0428
 HF0428                         *CURRENT SURVEY CONTROL
 HF0428  ___________________________________________________________________
 HF0428* NAD 83(1986)-  37 36 03.     (N)    096 59 37.     (W)     SCALED    
 HF0428* NAVD 88     -       367.633  (meters)    1206.14   (feet)  ADJUSTED  
 HF0428  ___________________________________________________________________
 HF0428  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HF0428  DYNAMIC HT  -         367.342 (meters)    1205.19  (feet)  COMP
 HF0428  MODELED GRAV-     979,829.8   (mgal)                       NAVD 88
 HF0428
 HF0428  VERT ORDER  -  SECOND    CLASS 0
 HF0428
 HF0428.The horizontal coordinates were scaled from a topographic map and have
 HF0428.an estimated accuracy of +/- 6 seconds.
 HF0428
 HF0428.The orthometric height was determined by differential leveling
 HF0428.and adjusted by the National Geodetic Survey in June 1991..
 HF0428
 HF0428.The geoid height was determined by GEOID03.
 HF0428
 HF0428.The dynamic height is computed by dividing the NAVD 88
 HF0428.geopotential number by the normal gravity value computed on the
 HF0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0428.degrees latitude (g = 980.6199 gals.).
 HF0428
 HF0428.The modeled gravity was interpolated from observed gravity values.
 HF0428
 HF0428;                    North         East    Units  Estimated Accuracy
 HF0428;SPC KS S     -   504,750.      533,010.      MT  (+/- 180 meters Scaled)
 HF0428
 HF0428                          SUPERSEDED SURVEY CONTROL
 HF0428
 HF0428  NGVD 29 (??/??/92)  367.504  (m)         1205.72   (f) ADJ UNCH    2 0
 HF0428
 HF0428.Superseded values are not recommended for survey control.
 HF0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0428.See file dsdata.txt to determine how the superseded data were derived.
 HF0428
 HF0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG771634(NAD 83)
 HF0428_MARKER: Q = CHISELED SQUARE
 HF0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0428_SP_SET: BRIDGE SEAT
 HF0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0428
 HF0428  HISTORY     - Date     Condition        Report By
 HF0428  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0428  HISTORY     - 1945     GOOD             NGS
 HF0428
 HF0428                          STATION DESCRIPTION
 HF0428
 HF0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HF0428'1 MI N FROM GORDON.
 HF0428'1 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0428'FROM GORDON, BUTLER COUNTY, 0.9 MILE SOUTH OF MILEPOST 204, AT
 HF0428'BRIDGE 204 B, AND ON THE RIGHT BRIDGE SEAT OF THE EAST ABUTMENT.
 HF0428'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0845 ***********************************************************************
 KE0845  DESIGNATION -  40
 KE0845  PID         -  KE0845
 KE0845  STATE/COUNTY-  KS/JEFFERSON
 KE0845  USGS QUAD   -  MERIDEN (1982)
 KE0845
 KE0845                         *CURRENT SURVEY CONTROL
 KE0845  ___________________________________________________________________
 KE0845* NAD 83(1986)-  39 11 01.     (N)    095 34 47.     (W)     SCALED    
 KE0845* NAVD 88     -       290.478  (meters)     953.01   (feet)  ADJUSTED  
 KE0845  ___________________________________________________________________
 KE0845  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KE0845  DYNAMIC HT  -         290.289 (meters)     952.39  (feet)  COMP
 KE0845  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 KE0845
 KE0845  VERT ORDER  -  SECOND    CLASS 0
 KE0845
 KE0845.The horizontal coordinates were scaled from a topographic map and have
 KE0845.an estimated accuracy of +/- 6 seconds.
 KE0845
 KE0845.The orthometric height was determined by differential leveling
 KE0845.and adjusted by the National Geodetic Survey in June 1991..
 KE0845
 KE0845.The geoid height was determined by GEOID03.
 KE0845
 KE0845.The dynamic height is computed by dividing the NAVD 88
 KE0845.geopotential number by the normal gravity value computed on the
 KE0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0845.degrees latitude (g = 980.6199 gals.).
 KE0845
 KE0845.The modeled gravity was interpolated from observed gravity values.
 KE0845
 KE0845;                    North         East    Units  Estimated Accuracy
 KE0845;SPC KS N     -    97,190.      609,080.      MT  (+/- 180 meters Scaled)
 KE0845
 KE0845                          SUPERSEDED SURVEY CONTROL
 KE0845
 KE0845  NGVD 29 (??/??/92)  290.375  (m)          952.67   (f) ADJ UNCH    2 0
 KE0845
 KE0845.Superseded values are not recommended for survey control.
 KE0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0845.See file dsdata.txt to determine how the superseded data were derived.
 KE0845
 KE0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD771403(NAD 83)
 KE0845_MARKER: Z = SEE DESCRIPTION
 KE0845_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0845_SP_SET: RAIL
 KE0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0845
 KE0845  HISTORY     - Date     Condition        Report By
 KE0845  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0845  HISTORY     - 1950     GOOD             NGS
 KE0845
 KE0845                          STATION DESCRIPTION
 KE0845
 KE0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0845'AT MERIDEN.
 KE0845'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 100 FEET
 KE0845'NORTHEAST OF MILEPOST 40 AND 6 FEET WEST OF THE CENTER OF TRACK.
 KE0845'THE HIGHEST POINT OF A SECTION OF RAIL SET VERTICALLY IN THE
 KE0845'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0618 ***********************************************************************
 KE0618  DESIGNATION -  40
 KE0618  PID         -  KE0618
 KE0618  STATE/COUNTY-  KS/DOUGLAS
 KE0618  USGS QUAD   -  PERRY (1975)
 KE0618
 KE0618                         *CURRENT SURVEY CONTROL
 KE0618  ___________________________________________________________________
 KE0618* NAD 83(1986)-  39 03 40.     (N)    095 26 14.     (W)     SCALED    
 KE0618* NAVD 88     -       259.535  (meters)     851.49   (feet)  ADJUSTED  
 KE0618  ___________________________________________________________________
 KE0618  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 KE0618  DYNAMIC HT  -         259.367 (meters)     850.94  (feet)  COMP
 KE0618  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 KE0618
 KE0618  VERT ORDER  -  FIRST     CLASS II
 KE0618
 KE0618.The horizontal coordinates were scaled from a topographic map and have
 KE0618.an estimated accuracy of +/- 6 seconds.
 KE0618
 KE0618.The orthometric height was determined by differential leveling
 KE0618.and adjusted by the National Geodetic Survey in June 1991..
 KE0618
 KE0618.The geoid height was determined by GEOID03.
 KE0618
 KE0618.The dynamic height is computed by dividing the NAVD 88
 KE0618.geopotential number by the normal gravity value computed on the
 KE0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0618.degrees latitude (g = 980.6199 gals.).
 KE0618
 KE0618.The modeled gravity was interpolated from observed gravity values.
 KE0618
 KE0618;                    North         East    Units  Estimated Accuracy
 KE0618;SPC KS N     -    83,930.      621,780.      MT  (+/- 180 meters Scaled)
 KE0618
 KE0618                          SUPERSEDED SURVEY CONTROL
 KE0618
 KE0618  NGVD 29 (??/??/92)  259.452  (m)          851.22   (f) ADJ UNCH    1 2
 KE0618
 KE0618.Superseded values are not recommended for survey control.
 KE0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0618.See file dsdata.txt to determine how the superseded data were derived.
 KE0618
 KE0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD891263(NAD 83)
 KE0618_MARKER: DD = SURVEY DISK
 KE0618_SETTING: 0 = UNSPECIFIED SETTING
 KE0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0618
 KE0618  HISTORY     - Date     Condition        Report By
 KE0618  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0618  HISTORY     - 1951     GOOD             NGS
 KE0618  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0618
 KE0618                          STATION DESCRIPTION
 KE0618
 KE0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0618'2.6 MI W FROM LECOMPTON.
 KE0618'2.6 MILES WEST ALONG THE ATCHISON, TOPELA AND SANTA FE RAILWAY
 KE0618'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 28 YARDS EAST
 KE0618'ACROSS THE TRACK FROM MILEPOST 40, AND 9 FEET NORTH OF THE
 KE0618'CENTERLINE OF THE TRACK.  THE TOP OF A VERTICAL SECTION OF RAIL
 KE0618'PAINTED WHITE AND PROJECTING 2 FEET ABOVE GROUND.
 KE0618
 KE0618                          STATION RECOVERY (1986)
 KE0618
 KE0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0161 ***********************************************************************
 JF0161  DESIGNATION -  40
 JF0161  PID         -  JF0161
 JF0161  STATE/COUNTY-  KS/GREENWOOD
 JF0161  USGS QUAD   -  LAMONT (1967)
 JF0161
 JF0161                         *CURRENT SURVEY CONTROL
 JF0161  ___________________________________________________________________
 JF0161* NAD 83(1986)-  38 05 28.     (N)    096 05 59.     (W)     SCALED    
 JF0161* NAVD 88     -       329.714  (meters)    1081.74   (feet)  ADJUSTED  
 JF0161  ___________________________________________________________________
 JF0161  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JF0161  DYNAMIC HT  -         329.470 (meters)    1080.94  (feet)  COMP
 JF0161  MODELED GRAV-     979,878.1   (mgal)                       NAVD 88
 JF0161
 JF0161  VERT ORDER  -  FIRST     CLASS II
 JF0161
 JF0161.The horizontal coordinates were scaled from a topographic map and have
 JF0161.an estimated accuracy of +/- 6 seconds.
 JF0161
 JF0161.The orthometric height was determined by differential leveling
 JF0161.and adjusted by the National Geodetic Survey in June 1991..
 JF0161
 JF0161.The geoid height was determined by GEOID03.
 JF0161
 JF0161.The dynamic height is computed by dividing the NAVD 88
 JF0161.geopotential number by the normal gravity value computed on the
 JF0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0161.degrees latitude (g = 980.6199 gals.).
 JF0161
 JF0161.The modeled gravity was interpolated from observed gravity values.
 JF0161
 JF0161;                    North         East    Units  Estimated Accuracy
 JF0161;SPC KS S     -   560,800.      610,530.      MT  (+/- 180 meters Scaled)
 JF0161
 JF0161                          SUPERSEDED SURVEY CONTROL
 JF0161
 JF0161  NGVD 29 (??/??/92)  329.571  (m)         1081.27   (f) ADJ UNCH    1 2
 JF0161
 JF0161.Superseded values are not recommended for survey control.
 JF0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0161.See file dsdata.txt to determine how the superseded data were derived.
 JF0161
 JF0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH543198(NAD 83)
 JF0161_MARKER: B = BOLT
 JF0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0161+STABILITY: SURFACE MOTION
 JF0161
 JF0161  HISTORY     - Date     Condition        Report By
 JF0161  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0161  HISTORY     - 1935     GOOD             NGS
 JF0161  HISTORY     - 1965     MARK NOT FOUND   USGS
 JF0161
 JF0161                          STATION DESCRIPTION
 JF0161
 JF0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0161'4 MI NW FROM HILLTOP.
 JF0161'4.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0161'RAILWAY FROM THE STATION AT HILLTOP, GREENWOOD COUNTY,
 JF0161'AT MILEPOST 40, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JF0161'MAIN TRACK, AND 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
 JF0161'AN IRON BOLT, SET IN THE TOP OF A CONCRETE POST PROJECTING
 JF0161'6 INCHES ABOVE GROUND.
 JF0161
 JF0161                          STATION RECOVERY (1965)
 JF0161
 JF0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JF0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0251 ***********************************************************************
 JF0251  DESIGNATION -  4+00
 JF0251  PID         -  JF0251
 JF0251  STATE/COUNTY-  KS/MARION
 JF0251  USGS QUAD   -  LINCOLNVILLE SW (1989)
 JF0251
 JF0251                         *CURRENT SURVEY CONTROL
 JF0251  ___________________________________________________________________
 JF0251* NAD 83(1986)-  38 16 30.     (N)    096 57 50.     (W)     SCALED    
 JF0251* NAVD 88     -       391.392  (meters)    1284.09   (feet)  ADJUSTED  
 JF0251  ___________________________________________________________________
 JF0251  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 JF0251  DYNAMIC HT  -         391.103 (meters)    1283.14  (feet)  COMP
 JF0251  MODELED GRAV-     979,881.3   (mgal)                       NAVD 88
 JF0251
 JF0251  VERT ORDER  -  SECOND    CLASS 0
 JF0251
 JF0251.The horizontal coordinates were scaled from a topographic map and have
 JF0251.an estimated accuracy of +/- 6 seconds.
 JF0251
 JF0251.The orthometric height was determined by differential leveling
 JF0251.and adjusted by the National Geodetic Survey in June 1991..
 JF0251
 JF0251.The geoid height was determined by GEOID03.
 JF0251
 JF0251.The dynamic height is computed by dividing the NAVD 88
 JF0251.geopotential number by the normal gravity value computed on the
 JF0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0251.degrees latitude (g = 980.6199 gals.).
 JF0251
 JF0251.The modeled gravity was interpolated from observed gravity values.
 JF0251
 JF0251;                    North         East    Units  Estimated Accuracy
 JF0251;SPC KS S     -   579,610.      534,400.      MT  (+/- 180 meters Scaled)
 JF0251
 JF0251                          SUPERSEDED SURVEY CONTROL
 JF0251
 JF0251  NGVD 29 (??/??/92)  391.236  (m)         1283.58   (f) ADJ UNCH    2 0
 JF0251
 JF0251.Superseded values are not recommended for survey control.
 JF0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0251.See file dsdata.txt to determine how the superseded data were derived.
 JF0251
 JF0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH781382(NAD 83)
 JF0251_MARKER: B = BOLT
 JF0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0251+STABILITY: SURFACE MOTION
 JF0251
 JF0251  HISTORY     - Date     Condition        Report By
 JF0251  HISTORY     - UNK      MONUMENTED       CGS
 JF0251  HISTORY     - 1934     GOOD             NGS
 JF0251
 JF0251                          STATION DESCRIPTION
 JF0251
 JF0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0251'4 MI N FROM FLORENCE.
 JF0251'4 MILE NORTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0251'FE R.R. CO.  AT MILE POST 4.  49 FT. R. OF NORTH OF THE CENTER
 JF0251'LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0866 ***********************************************************************
 JF0866  DESIGNATION -  40+300
 JF0866  PID         -  JF0866
 JF0866  STATE/COUNTY-  KS/MCPHERSON
 JF0866  USGS QUAD   -  GALVA (1985)
 JF0866
 JF0866                         *CURRENT SURVEY CONTROL
 JF0866  ___________________________________________________________________
 JF0866* NAD 83(1986)-  38 23 02.     (N)    097 32 28.     (W)     SCALED    
 JF0866* NAVD 88     -       471.300  (meters)    1546.26   (feet)  ADJUSTED  
 JF0866  ___________________________________________________________________
 JF0866  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 JF0866  DYNAMIC HT  -         470.956 (meters)    1545.13  (feet)  COMP
 JF0866  MODELED GRAV-     979,882.9   (mgal)                       NAVD 88
 JF0866
 JF0866  VERT ORDER  -  SECOND    CLASS 0
 JF0866
 JF0866.The horizontal coordinates were scaled from a topographic map and have
 JF0866.an estimated accuracy of +/- 6 seconds.
 JF0866
 JF0866.The orthometric height was determined by differential leveling
 JF0866.and adjusted by the National Geodetic Survey in June 1991..
 JF0866
 JF0866.The geoid height was determined by GEOID03.
 JF0866
 JF0866.The dynamic height is computed by dividing the NAVD 88
 JF0866.geopotential number by the normal gravity value computed on the
 JF0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0866.degrees latitude (g = 980.6199 gals.).
 JF0866
 JF0866.The modeled gravity was interpolated from observed gravity values.
 JF0866
 JF0866;                    North         East    Units  Estimated Accuracy
 JF0866;SPC KS S     -   591,020.      483,780.      MT  (+/- 180 meters Scaled)
 JF0866
 JF0866                          SUPERSEDED SURVEY CONTROL
 JF0866
 JF0866  NGVD 29 (??/??/92)  471.120  (m)         1545.67   (f) ADJ UNCH    2 0
 JF0866
 JF0866.Superseded values are not recommended for survey control.
 JF0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0866.See file dsdata.txt to determine how the superseded data were derived.
 JF0866
 JF0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH274494(NAD 83)
 JF0866_MARKER: B = BOLT
 JF0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0866+STABILITY: SURFACE MOTION
 JF0866
 JF0866  HISTORY     - Date     Condition        Report By
 JF0866  HISTORY     - UNK      MONUMENTED       CGS
 JF0866  HISTORY     - 1934     GOOD             NGS
 JF0866
 JF0866                          STATION DESCRIPTION
 JF0866
 JF0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0866'0.1 MI W FROM GALVA.
 JF0866'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  300 FT. WEST OF
 JF0866'THE MILE POST NO. 40.  49 FT. L OR SOUTH OF THE CENTER LINE OF THE
 JF0866'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0053 ***********************************************************************
 HF0053  DESIGNATION -  40+4777
 HF0053  PID         -  HF0053
 HF0053  STATE/COUNTY-  KS/GREENWOOD
 HF0053  USGS QUAD   -  TONOVAY (1971)
 HF0053
 HF0053                         *CURRENT SURVEY CONTROL
 HF0053  ___________________________________________________________________
 HF0053* NAD 83(1986)-  37 52 25.     (N)    096 14 23.     (W)     SCALED    
 HF0053* NAVD 88     -       341.821  (meters)    1121.46   (feet)  ADJUSTED  
 HF0053  ___________________________________________________________________
 HF0053  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 HF0053  DYNAMIC HT  -         341.560 (meters)    1120.60  (feet)  COMP
 HF0053  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 HF0053
 HF0053  VERT ORDER  -  SECOND    CLASS 0
 HF0053
 HF0053.The horizontal coordinates were scaled from a topographic map and have
 HF0053.an estimated accuracy of +/- 6 seconds.
 HF0053
 HF0053.The orthometric height was determined by differential leveling
 HF0053.and adjusted by the National Geodetic Survey in June 1991..
 HF0053
 HF0053.The geoid height was determined by GEOID03.
 HF0053
 HF0053.The dynamic height is computed by dividing the NAVD 88
 HF0053.geopotential number by the normal gravity value computed on the
 HF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0053.degrees latitude (g = 980.6199 gals.).
 HF0053
 HF0053.The modeled gravity was interpolated from observed gravity values.
 HF0053
 HF0053;                    North         East    Units  Estimated Accuracy
 HF0053;SPC KS S     -   536,360.      598,830.      MT  (+/- 180 meters Scaled)
 HF0053
 HF0053                          SUPERSEDED SURVEY CONTROL
 HF0053
 HF0053  NGVD 29 (??/??/92)  341.670  (m)         1120.96   (f) ADJ UNCH    2 0
 HF0053
 HF0053.Superseded values are not recommended for survey control.
 HF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0053.See file dsdata.txt to determine how the superseded data were derived.
 HF0053
 HF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG427953(NAD 83)
 HF0053_MARKER: B = BOLT
 HF0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0053+STABILITY: SURFACE MOTION
 HF0053
 HF0053  HISTORY     - Date     Condition        Report By
 HF0053  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0053  HISTORY     - 1935     GOOD             NGS
 HF0053  HISTORY     - 1976     MARK NOT FOUND   NGS
 HF0053  HISTORY     - 1976     MARK NOT FOUND   NGS
 HF0053
 HF0053                          STATION DESCRIPTION
 HF0053
 HF0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0053'1.9 MI S FROM UTOPIA.
 HF0053'1.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY
 HF0053'FROM UTOPIA, GREENWOOD COUNTY, 500 FEET NORTH OF MILEPOST 41,
 HF0053'AND 49 FEET WEST OF THE CENTERLINE OF THE TRACK.  A BOLT, SET
 HF0053'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HF0053
 HF0053                          STATION RECOVERY (1976)
 HF0053
 HF0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0053'MARK NOT FOUND.
 HF0053
 HF0053                          STATION RECOVERY (1976)
 HF0053
 HF0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0864 ***********************************************************************
 JF0864  DESIGNATION -  40+4900
 JF0864  PID         -  JF0864
 JF0864  STATE/COUNTY-  KS/MCPHERSON
 JF0864  USGS QUAD   -  GALVA (1985)
 JF0864
 JF0864                         *CURRENT SURVEY CONTROL
 JF0864  ___________________________________________________________________
 JF0864* NAD 83(1986)-  38 23 03.     (N)    097 33 24.     (W)     SCALED    
 JF0864* NAVD 88     -       467.327  (meters)    1533.22   (feet)  ADJUSTED  
 JF0864  ___________________________________________________________________
 JF0864  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 JF0864  DYNAMIC HT  -         466.986 (meters)    1532.10  (feet)  COMP
 JF0864  MODELED GRAV-     979,885.3   (mgal)                       NAVD 88
 JF0864
 JF0864  VERT ORDER  -  SECOND    CLASS 0
 JF0864
 JF0864.The horizontal coordinates were scaled from a topographic map and have
 JF0864.an estimated accuracy of +/- 6 seconds.
 JF0864
 JF0864.The orthometric height was determined by differential leveling
 JF0864.and adjusted by the National Geodetic Survey in June 1991..
 JF0864
 JF0864.The geoid height was determined by GEOID03.
 JF0864
 JF0864.The dynamic height is computed by dividing the NAVD 88
 JF0864.geopotential number by the normal gravity value computed on the
 JF0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0864.degrees latitude (g = 980.6199 gals.).
 JF0864
 JF0864.The modeled gravity was interpolated from observed gravity values.
 JF0864
 JF0864;                    North         East    Units  Estimated Accuracy
 JF0864;SPC KS S     -   591,040.      482,420.      MT  (+/- 180 meters Scaled)
 JF0864
 JF0864                          SUPERSEDED SURVEY CONTROL
 JF0864
 JF0864  NGVD 29 (??/??/92)  467.150  (m)         1532.64   (f) ADJ UNCH    2 0
 JF0864
 JF0864.Superseded values are not recommended for survey control.
 JF0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0864.See file dsdata.txt to determine how the superseded data were derived.
 JF0864
 JF0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH260494(NAD 83)
 JF0864_MARKER: DB = BENCH MARK DISK
 JF0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0864+STABILITY: SURFACE MOTION
 JF0864
 JF0864  HISTORY     - Date     Condition        Report By
 JF0864  HISTORY     - UNK      MONUMENTED       CGS
 JF0864  HISTORY     - 1934     GOOD             NGS
 JF0864
 JF0864                          STATION DESCRIPTION
 JF0864
 JF0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0864'1 MI W FROM GALVA.
 JF0864'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  380 FT. EAST
 JF0864'OF MILE POST 41.  49 FT. L OR SOUTH OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0620 ***********************************************************************
 KE0620  DESIGNATION -  41
 KE0620  PID         -  KE0620
 KE0620  STATE/COUNTY-  KS/DOUGLAS
 KE0620  USGS QUAD   -  PERRY (1975)
 KE0620
 KE0620                         *CURRENT SURVEY CONTROL
 KE0620  ___________________________________________________________________
 KE0620* NAD 83(1986)-  39 03 35.     (N)    095 27 21.     (W)     SCALED    
 KE0620* NAVD 88     -       260.555  (meters)     854.84   (feet)  ADJUSTED  
 KE0620  ___________________________________________________________________
 KE0620  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 KE0620  DYNAMIC HT  -         260.387 (meters)     854.29  (feet)  COMP
 KE0620  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 KE0620
 KE0620  VERT ORDER  -  FIRST     CLASS II
 KE0620
 KE0620.The horizontal coordinates were scaled from a topographic map and have
 KE0620.an estimated accuracy of +/- 6 seconds.
 KE0620
 KE0620.The orthometric height was determined by differential leveling
 KE0620.and adjusted by the National Geodetic Survey in June 1991..
 KE0620
 KE0620.The geoid height was determined by GEOID03.
 KE0620
 KE0620.The dynamic height is computed by dividing the NAVD 88
 KE0620.geopotential number by the normal gravity value computed on the
 KE0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0620.degrees latitude (g = 980.6199 gals.).
 KE0620
 KE0620.The modeled gravity was interpolated from observed gravity values.
 KE0620
 KE0620;                    North         East    Units  Estimated Accuracy
 KE0620;SPC KS N     -    83,730.      620,170.      MT  (+/- 180 meters Scaled)
 KE0620
 KE0620                          SUPERSEDED SURVEY CONTROL
 KE0620
 KE0620  NGVD 29 (??/??/92)  260.470  (m)          854.56   (f) ADJ UNCH    1 2
 KE0620
 KE0620.Superseded values are not recommended for survey control.
 KE0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0620.See file dsdata.txt to determine how the superseded data were derived.
 KE0620
 KE0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD875262(NAD 83)
 KE0620_MARKER: DD = SURVEY DISK
 KE0620_SETTING: 0 = UNSPECIFIED SETTING
 KE0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0620
 KE0620  HISTORY     - Date     Condition        Report By
 KE0620  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0620  HISTORY     - 1951     GOOD             NGS
 KE0620  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0620
 KE0620                          STATION DESCRIPTION
 KE0620
 KE0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0620'3.6 MI W FROM LECOMPTON.
 KE0620'3.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0620'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 4 YARDS WEST
 KE0620'ACROSS THE TRACK FROM MILEPOST 41, AND 21 FEET NORTH OF THE
 KE0620'CENTERLINE OF THE MAIN TRACK.  THE TOP OF A VERTICAL SECTION
 KE0620'OF RAIL PAINTED WHITE AND PROJECTING 15 INCHES ABOVE GROUND.
 KE0620
 KE0620                          STATION RECOVERY (1986)
 KE0620
 KE0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0522 ***********************************************************************
 JF0522  DESIGNATION -  41+1138
 JF0522  PID         -  JF0522
 JF0522  STATE/COUNTY-  KS/DICKINSON
 JF0522  USGS QUAD   -  HOPE (1985)
 JF0522
 JF0522                         *CURRENT SURVEY CONTROL
 JF0522  ___________________________________________________________________
 JF0522* NAD 83(1986)-  38 44 58.     (N)    097 06 14.     (W)     SCALED    
 JF0522* NAVD 88     -       409.136  (meters)    1342.31   (feet)  ADJUSTED  
 JF0522  ___________________________________________________________________
 JF0522  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JF0522  DYNAMIC HT  -         408.842 (meters)    1341.34  (feet)  COMP
 JF0522  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 JF0522
 JF0522  VERT ORDER  -  SECOND    CLASS 0
 JF0522
 JF0522.The horizontal coordinates were scaled from a topographic map and have
 JF0522.an estimated accuracy of +/- 6 seconds.
 JF0522
 JF0522.The orthometric height was determined by differential leveling
 JF0522.and adjusted by the National Geodetic Survey in June 1991..
 JF0522
 JF0522.The geoid height was determined by GEOID03.
 JF0522
 JF0522.The dynamic height is computed by dividing the NAVD 88
 JF0522.geopotential number by the normal gravity value computed on the
 JF0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0522.degrees latitude (g = 980.6199 gals.).
 JF0522
 JF0522.The modeled gravity was interpolated from observed gravity values.
 JF0522
 JF0522;                    North         East    Units  Estimated Accuracy
 JF0522;SPC KS N     -    46,580.      477,900.      MT  (+/- 180 meters Scaled)
 JF0522
 JF0522                          SUPERSEDED SURVEY CONTROL
 JF0522
 JF0522  NGVD 29 (??/??/92)  408.986  (m)         1341.81   (f) ADJ UNCH    2 0
 JF0522
 JF0522.Superseded values are not recommended for survey control.
 JF0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0522.See file dsdata.txt to determine how the superseded data were derived.
 JF0522
 JF0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH647906(NAD 83)
 JF0522_MARKER: B = BOLT
 JF0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0522+STABILITY: SURFACE MOTION
 JF0522
 JF0522  HISTORY     - Date     Condition        Report By
 JF0522  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0522  HISTORY     - 1934     GOOD             NGS
 JF0522
 JF0522                          STATION DESCRIPTION
 JF0522
 JF0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0522'2.8 MI S FROM HAVARRE.
 JF0522'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  1138 FT.
 JF0522'NORTH OF MILE POST 41.  50 FT. RIGHT OR EAST OF THE CENTER LINE
 JF0522'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0051 ***********************************************************************
 HF0051  DESIGNATION -  41+5052
 HF0051  PID         -  HF0051
 HF0051  STATE/COUNTY-  KS/GREENWOOD
 HF0051  USGS QUAD   -  TONOVAY (1971)
 HF0051
 HF0051                         *CURRENT SURVEY CONTROL
 HF0051  ___________________________________________________________________
 HF0051* NAD 83(1986)-  37 51 34.     (N)    096 14 17.     (W)     SCALED    
 HF0051* NAVD 88     -       329.702  (meters)    1081.70   (feet)  ADJUSTED  
 HF0051  ___________________________________________________________________
 HF0051  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 HF0051  DYNAMIC HT  -         329.450 (meters)    1080.87  (feet)  COMP
 HF0051  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 HF0051
 HF0051  VERT ORDER  -  SECOND    CLASS 0
 HF0051
 HF0051.The horizontal coordinates were scaled from a topographic map and have
 HF0051.an estimated accuracy of +/- 6 seconds.
 HF0051
 HF0051.The orthometric height was determined by differential leveling
 HF0051.and adjusted by the National Geodetic Survey in June 1991..
 HF0051
 HF0051.The geoid height was determined by GEOID03.
 HF0051
 HF0051.The dynamic height is computed by dividing the NAVD 88
 HF0051.geopotential number by the normal gravity value computed on the
 HF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0051.degrees latitude (g = 980.6199 gals.).
 HF0051
 HF0051.The modeled gravity was interpolated from observed gravity values.
 HF0051
 HF0051;                    North         East    Units  Estimated Accuracy
 HF0051;SPC KS S     -   534,790.      599,020.      MT  (+/- 180 meters Scaled)
 HF0051
 HF0051                          SUPERSEDED SURVEY CONTROL
 HF0051
 HF0051  NGVD 29 (??/??/92)  329.551  (m)         1081.20   (f) ADJ UNCH    2 0
 HF0051
 HF0051.Superseded values are not recommended for survey control.
 HF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0051.See file dsdata.txt to determine how the superseded data were derived.
 HF0051
 HF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG429938(NAD 83)
 HF0051_MARKER: B = BOLT
 HF0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0051+STABILITY: SURFACE MOTION
 HF0051
 HF0051  HISTORY     - Date     Condition        Report By
 HF0051  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0051  HISTORY     - 1935     GOOD             NGS
 HF0051  HISTORY     - 1976     MARK NOT FOUND   NGS
 HF0051  HISTORY     - 1976     MARK NOT FOUND   NGS
 HF0051
 HF0051                          STATION DESCRIPTION
 HF0051
 HF0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0051'4.7 MI NE FROM EUREKA.
 HF0051'4.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0051'RAILWAY FROM EUREKA, GREENWOOD COUNTY, NEAR MILEPOST 42, AND
 HF0051'49 FEET WEST OF THE CENTERLINE OF THE TRACK.  A BOLT, SET IN
 HF0051'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 HF0051
 HF0051                          STATION RECOVERY (1976)
 HF0051
 HF0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0051'MARK NOT FOUND.
 HF0051
 HF0051                          STATION RECOVERY (1976)
 HF0051
 HF0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0243 ***********************************************************************
 JF0243  DESIGNATION -  4+1596
 JF0243  PID         -  JF0243
 JF0243  STATE/COUNTY-  KS/CHASE
 JF0243  USGS QUAD   -  HYMER (1989)
 JF0243
 JF0243                         *CURRENT SURVEY CONTROL
 JF0243  ___________________________________________________________________
 JF0243* NAD 83(1986)-  38 26 56.     (N)    096 39 35.     (W)     SCALED    
 JF0243* NAVD 88     -       375.337  (meters)    1231.42   (feet)  ADJUSTED  
 JF0243  ___________________________________________________________________
 JF0243  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 JF0243  DYNAMIC HT  -         375.066 (meters)    1230.53  (feet)  COMP
 JF0243  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 JF0243
 JF0243  VERT ORDER  -  SECOND    CLASS 0
 JF0243
 JF0243.The horizontal coordinates were scaled from a topographic map and have
 JF0243.an estimated accuracy of +/- 6 seconds.
 JF0243
 JF0243.The orthometric height was determined by differential leveling
 JF0243.and adjusted by the National Geodetic Survey in June 1991..
 JF0243
 JF0243.The geoid height was determined by GEOID03.
 JF0243
 JF0243.The dynamic height is computed by dividing the NAVD 88
 JF0243.geopotential number by the normal gravity value computed on the
 JF0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0243.degrees latitude (g = 980.6199 gals.).
 JF0243
 JF0243.The modeled gravity was interpolated from observed gravity values.
 JF0243
 JF0243;                    North         East    Units  Estimated Accuracy
 JF0243;SPC KS S     -   599,390.      560,630.      MT  (+/- 180 meters Scaled)
 JF0243
 JF0243                          SUPERSEDED SURVEY CONTROL
 JF0243
 JF0243  NGVD 29 (??/??/92)  375.199  (m)         1230.97   (f) ADJ UNCH    2 0
 JF0243
 JF0243.Superseded values are not recommended for survey control.
 JF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0243.See file dsdata.txt to determine how the superseded data were derived.
 JF0243
 JF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH042582(NAD 83)
 JF0243_MARKER: B = BOLT
 JF0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0243+STABILITY: SURFACE MOTION
 JF0243
 JF0243  HISTORY     - Date     Condition        Report By
 JF0243  HISTORY     - UNK      MONUMENTED       CGS
 JF0243  HISTORY     - 1934     GOOD             NGS
 JF0243
 JF0243                          STATION DESCRIPTION
 JF0243
 JF0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0243'3.7 MI N FROM NEVA.
 JF0243'3.7 MILES NORTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0243'FE R.R. CO.  1596 FT. NORTH OF MILE POST 4.  50 FT. RIGHT OR EAST
 JF0243'OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0621 ***********************************************************************
 KE0621  DESIGNATION -  42
 KE0621  PID         -  KE0621
 KE0621  STATE/COUNTY-  KS/DOUGLAS
 KE0621  USGS QUAD   -  PERRY (1975)
 KE0621
 KE0621                         *CURRENT SURVEY CONTROL
 KE0621  ___________________________________________________________________
 KE0621* NAD 83(1986)-  39 03 26.     (N)    095 28 26.     (W)     SCALED    
 KE0621* NAVD 88     -       261.197  (meters)     856.94   (feet)  ADJUSTED  
 KE0621  ___________________________________________________________________
 KE0621  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 KE0621  DYNAMIC HT  -         261.027 (meters)     856.39  (feet)  COMP
 KE0621  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 KE0621
 KE0621  VERT ORDER  -  FIRST     CLASS II
 KE0621
 KE0621.The horizontal coordinates were scaled from a topographic map and have
 KE0621.an estimated accuracy of +/- 6 seconds.
 KE0621
 KE0621.The orthometric height was determined by differential leveling
 KE0621.and adjusted by the National Geodetic Survey in June 1991..
 KE0621
 KE0621.The geoid height was determined by GEOID03.
 KE0621
 KE0621.The dynamic height is computed by dividing the NAVD 88
 KE0621.geopotential number by the normal gravity value computed on the
 KE0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0621.degrees latitude (g = 980.6199 gals.).
 KE0621
 KE0621.The modeled gravity was interpolated from observed gravity values.
 KE0621
 KE0621;                    North         East    Units  Estimated Accuracy
 KE0621;SPC KS N     -    83,410.      618,620.      MT  (+/- 180 meters Scaled)
 KE0621
 KE0621                          SUPERSEDED SURVEY CONTROL
 KE0621
 KE0621  NGVD 29 (??/??/92)  261.110  (m)          856.66   (f) ADJ UNCH    1 2
 KE0621
 KE0621.Superseded values are not recommended for survey control.
 KE0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0621.See file dsdata.txt to determine how the superseded data were derived.
 KE0621
 KE0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD859260(NAD 83)
 KE0621_MARKER: DD = SURVEY DISK
 KE0621_SETTING: 0 = UNSPECIFIED SETTING
 KE0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0621
 KE0621  HISTORY     - Date     Condition        Report By
 KE0621  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0621  HISTORY     - 1951     GOOD             NGS
 KE0621  HISTORY     - 1960     MARK NOT FOUND   USGS
 KE0621  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0621
 KE0621                          STATION DESCRIPTION
 KE0621
 KE0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0621'4.6 MI W FROM LECOMPTON.
 KE0621'4.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0621'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, ACROSS THE
 KE0621'TRACK FROM MILEPOST 42, AND 9 FEET NORTH OF THE CENTERLINE
 KE0621'OF THE TRACK.  THE TOP OF A VERTICAL SECTION OF RAIL PAINTED
 KE0621'WHITE AND PROJECTING 15 INCHES ABOVE GROUND.
 KE0621
 KE0621                          STATION RECOVERY (1960)
 KE0621
 KE0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KE0621'MARK NOT FOUND.
 KE0621
 KE0621                          STATION RECOVERY (1986)
 KE0621
 KE0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0863 ***********************************************************************
 JF0863  DESIGNATION -  42+00
 JF0863  PID         -  JF0863
 JF0863  STATE/COUNTY-  KS/MCPHERSON
 JF0863  USGS QUAD   -  GALVA (1985)
 JF0863
 JF0863                         *CURRENT SURVEY CONTROL
 JF0863  ___________________________________________________________________
 JF0863* NAD 83(1986)-  38 23 02.     (N)    097 34 36.     (W)     SCALED    
 JF0863* NAVD 88     -       463.035  (meters)    1519.14   (feet)  ADJUSTED  
 JF0863  ___________________________________________________________________
 JF0863  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 JF0863  DYNAMIC HT  -         462.699 (meters)    1518.04  (feet)  COMP
 JF0863  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 JF0863
 JF0863  VERT ORDER  -  SECOND    CLASS 0
 JF0863
 JF0863.The horizontal coordinates were scaled from a topographic map and have
 JF0863.an estimated accuracy of +/- 6 seconds.
 JF0863
 JF0863.The orthometric height was determined by differential leveling
 JF0863.and adjusted by the National Geodetic Survey in June 1991..
 JF0863
 JF0863.The geoid height was determined by GEOID03.
 JF0863
 JF0863.The dynamic height is computed by dividing the NAVD 88
 JF0863.geopotential number by the normal gravity value computed on the
 JF0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0863.degrees latitude (g = 980.6199 gals.).
 JF0863
 JF0863.The modeled gravity was interpolated from observed gravity values.
 JF0863
 JF0863;                    North         East    Units  Estimated Accuracy
 JF0863;SPC KS S     -   590,990.      480,670.      MT  (+/- 180 meters Scaled)
 JF0863
 JF0863                          SUPERSEDED SURVEY CONTROL
 JF0863
 JF0863  NGVD 29 (??/??/92)  462.861  (m)         1518.57   (f) ADJ UNCH    2 0
 JF0863
 JF0863.Superseded values are not recommended for survey control.
 JF0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0863.See file dsdata.txt to determine how the superseded data were derived.
 JF0863
 JF0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH243493(NAD 83)
 JF0863_MARKER: B = BOLT
 JF0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0863+STABILITY: SURFACE MOTION
 JF0863
 JF0863  HISTORY     - Date     Condition        Report By
 JF0863  HISTORY     - UNK      MONUMENTED       CGS
 JF0863  HISTORY     - 1934     GOOD             NGS
 JF0863
 JF0863                          STATION DESCRIPTION
 JF0863
 JF0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0863'2.2 MI W FROM GALVA.
 JF0863'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  AT MILE
 JF0863'POST 42.  49 FT. L. OR SOUTH OF THE CENTER LINE OF THE TRACK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0524 ***********************************************************************
 JF0524  DESIGNATION -  42+00
 JF0524  PID         -  JF0524
 JF0524  STATE/COUNTY-  KS/DICKINSON
 JF0524  USGS QUAD   -  NAVARRE (1964)
 JF0524
 JF0524                         *CURRENT SURVEY CONTROL
 JF0524  ___________________________________________________________________
 JF0524* NAD 83(1986)-  38 45 40.     (N)    097 06 14.     (W)     SCALED    
 JF0524* NAVD 88     -       411.996  (meters)    1351.69   (feet)  ADJUSTED  
 JF0524  ___________________________________________________________________
 JF0524  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JF0524  DYNAMIC HT  -         411.699 (meters)    1350.72  (feet)  COMP
 JF0524  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 JF0524
 JF0524  VERT ORDER  -  SECOND    CLASS 0
 JF0524
 JF0524.The horizontal coordinates were scaled from a topographic map and have
 JF0524.an estimated accuracy of +/- 6 seconds.
 JF0524
 JF0524.The orthometric height was determined by differential leveling
 JF0524.and adjusted by the National Geodetic Survey in June 1991..
 JF0524
 JF0524.The geoid height was determined by GEOID03.
 JF0524
 JF0524.The dynamic height is computed by dividing the NAVD 88
 JF0524.geopotential number by the normal gravity value computed on the
 JF0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0524.degrees latitude (g = 980.6199 gals.).
 JF0524
 JF0524.The modeled gravity was interpolated from observed gravity values.
 JF0524
 JF0524;                    North         East    Units  Estimated Accuracy
 JF0524;SPC KS N     -    47,870.      477,890.      MT  (+/- 180 meters Scaled)
 JF0524
 JF0524                          SUPERSEDED SURVEY CONTROL
 JF0524
 JF0524  NGVD 29 (??/??/92)  411.845  (m)         1351.19   (f) ADJ UNCH    2 0
 JF0524
 JF0524.Superseded values are not recommended for survey control.
 JF0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0524.See file dsdata.txt to determine how the superseded data were derived.
 JF0524
 JF0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH647919(NAD 83)
 JF0524_MARKER: B = BOLT
 JF0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0524+STABILITY: SURFACE MOTION
 JF0524
 JF0524  HISTORY     - Date     Condition        Report By
 JF0524  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0524  HISTORY     - 1934     GOOD             NGS
 JF0524
 JF0524                          STATION DESCRIPTION
 JF0524
 JF0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0524'2 MI S FROM NAVARRE.
 JF0524'2 MILES SOUTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0524'FE R.R. CO.  AT MILE POST 42.  50 FT. RIGHT OR EAST OF THE
 JF0524'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0624 ***********************************************************************
 KE0624  DESIGNATION -  43
 KE0624  PID         -  KE0624
 KE0624  STATE/COUNTY-  KS/DOUGLAS
 KE0624  USGS QUAD   -  PERRY (1975)
 KE0624
 KE0624                         *CURRENT SURVEY CONTROL
 KE0624  ___________________________________________________________________
 KE0624* NAD 83(1986)-  39 03 11.     (N)    095 29 31.     (W)     SCALED    
 KE0624* NAVD 88     -       264.105  (meters)     866.48   (feet)  ADJUSTED  
 KE0624  ___________________________________________________________________
 KE0624  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 KE0624  DYNAMIC HT  -         263.932 (meters)     865.92  (feet)  COMP
 KE0624  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 KE0624
 KE0624  VERT ORDER  -  FIRST     CLASS II
 KE0624
 KE0624.The horizontal coordinates were scaled from a topographic map and have
 KE0624.an estimated accuracy of +/- 6 seconds.
 KE0624
 KE0624.The orthometric height was determined by differential leveling
 KE0624.and adjusted by the National Geodetic Survey in June 1991..
 KE0624
 KE0624.The geoid height was determined by GEOID03.
 KE0624
 KE0624.The dynamic height is computed by dividing the NAVD 88
 KE0624.geopotential number by the normal gravity value computed on the
 KE0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0624.degrees latitude (g = 980.6199 gals.).
 KE0624
 KE0624.The modeled gravity was interpolated from observed gravity values.
 KE0624
 KE0624;                    North         East    Units  Estimated Accuracy
 KE0624;SPC KS N     -    82,900.      617,070.      MT  (+/- 180 meters Scaled)
 KE0624
 KE0624                          SUPERSEDED SURVEY CONTROL
 KE0624
 KE0624  NGVD 29 (??/??/92)  264.016  (m)          866.19   (f) ADJ UNCH    1 2
 KE0624
 KE0624.Superseded values are not recommended for survey control.
 KE0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0624.See file dsdata.txt to determine how the superseded data were derived.
 KE0624
 KE0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD843256(NAD 83)
 KE0624_MARKER: DD = SURVEY DISK
 KE0624_SETTING: 0 = UNSPECIFIED SETTING
 KE0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0624
 KE0624  HISTORY     - Date     Condition        Report By
 KE0624  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0624  HISTORY     - 1951     GOOD             NGS
 KE0624  HISTORY     - 1960     MARK NOT FOUND   USGS
 KE0624  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0624
 KE0624                          STATION DESCRIPTION
 KE0624
 KE0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0624'5.6 MI W FROM LECOMPTON.
 KE0624'5.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0624'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 16 YARDS WEST
 KE0624'ACROSS THE TRACK FROM MILEPOST 43, AND 11 FEET NORTH OF THE
 KE0624'CENTERLINE OF THE TRACK.  THE TOP OF A VERTICAL SECTION OF
 KE0624'RAIL PAINTED WHITE AND PROJECTING 15 INCHES ABOVE GROUND.
 KE0624
 KE0624                          STATION RECOVERY (1960)
 KE0624
 KE0624'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KE0624'MARK NOT FOUND.
 KE0624
 KE0624                          STATION RECOVERY (1986)
 KE0624
 KE0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0525 ***********************************************************************
 JF0525  DESIGNATION -  43+00
 JF0525  PID         -  JF0525
 JF0525  STATE/COUNTY-  KS/DICKINSON
 JF0525  USGS QUAD   -  NAVARRE (1964)
 JF0525
 JF0525                         *CURRENT SURVEY CONTROL
 JF0525  ___________________________________________________________________
 JF0525* NAD 83(1986)-  38 46 31.     (N)    097 06 05.     (W)     SCALED    
 JF0525* NAVD 88     -       410.610  (meters)    1347.14   (feet)  ADJUSTED  
 JF0525  ___________________________________________________________________
 JF0525  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 JF0525  DYNAMIC HT  -         410.315 (meters)    1346.18  (feet)  COMP
 JF0525  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 JF0525
 JF0525  VERT ORDER  -  SECOND    CLASS 0
 JF0525
 JF0525.The horizontal coordinates were scaled from a topographic map and have
 JF0525.an estimated accuracy of +/- 6 seconds.
 JF0525
 JF0525.The orthometric height was determined by differential leveling
 JF0525.and adjusted by the National Geodetic Survey in June 1991..
 JF0525
 JF0525.The geoid height was determined by GEOID03.
 JF0525
 JF0525.The dynamic height is computed by dividing the NAVD 88
 JF0525.geopotential number by the normal gravity value computed on the
 JF0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0525.degrees latitude (g = 980.6199 gals.).
 JF0525
 JF0525.The modeled gravity was interpolated from observed gravity values.
 JF0525
 JF0525;                    North         East    Units  Estimated Accuracy
 JF0525;SPC KS N     -    49,450.      478,090.      MT  (+/- 180 meters Scaled)
 JF0525
 JF0525                          SUPERSEDED SURVEY CONTROL
 JF0525
 JF0525  NGVD 29 (??/??/92)  410.461  (m)         1346.65   (f) ADJ UNCH    2 0
 JF0525
 JF0525.Superseded values are not recommended for survey control.
 JF0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0525.See file dsdata.txt to determine how the superseded data were derived.
 JF0525
 JF0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH649935(NAD 83)
 JF0525_MARKER: B = BOLT
 JF0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0525+STABILITY: SURFACE MOTION
 JF0525
 JF0525  HISTORY     - Date     Condition        Report By
 JF0525  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0525  HISTORY     - 1934     GOOD             NGS
 JF0525
 JF0525                          STATION DESCRIPTION
 JF0525
 JF0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0525'1 MI S FROM NAVARRE.
 JF0525'1 MILE SOUTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0525'FE R.R. CO.  AT MILE POST 43.  50 FT. RIGHT OR EAST OF THE
 JF0525'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0861 ***********************************************************************
 JF0861  DESIGNATION -  43+660
 JF0861  PID         -  JF0861
 JF0861  STATE/COUNTY-  KS/MCPHERSON
 JF0861  USGS QUAD   -  GALVA (1985)
 JF0861
 JF0861                         *CURRENT SURVEY CONTROL
 JF0861  ___________________________________________________________________
 JF0861* NAD 83(1986)-  38 23 03.     (N)    097 35 52.     (W)     SCALED    
 JF0861* NAVD 88     -       468.348  (meters)    1536.57   (feet)  ADJUSTED  
 JF0861  ___________________________________________________________________
 JF0861  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 JF0861  DYNAMIC HT  -         468.009 (meters)    1535.46  (feet)  COMP
 JF0861  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 JF0861
 JF0861  VERT ORDER  -  SECOND    CLASS 0
 JF0861
 JF0861.The horizontal coordinates were scaled from a topographic map and have
 JF0861.an estimated accuracy of +/- 6 seconds.
 JF0861
 JF0861.The orthometric height was determined by differential leveling
 JF0861.and adjusted by the National Geodetic Survey in June 1991..
 JF0861
 JF0861.The geoid height was determined by GEOID03.
 JF0861
 JF0861.The dynamic height is computed by dividing the NAVD 88
 JF0861.geopotential number by the normal gravity value computed on the
 JF0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0861.degrees latitude (g = 980.6199 gals.).
 JF0861
 JF0861.The modeled gravity was interpolated from observed gravity values.
 JF0861
 JF0861;                    North         East    Units  Estimated Accuracy
 JF0861;SPC KS S     -   591,000.      478,830.      MT  (+/- 180 meters Scaled)
 JF0861
 JF0861                          SUPERSEDED SURVEY CONTROL
 JF0861
 JF0861  NGVD 29 (??/??/92)  468.173  (m)         1536.00   (f) ADJ UNCH    2 0
 JF0861
 JF0861.Superseded values are not recommended for survey control.
 JF0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0861.See file dsdata.txt to determine how the superseded data were derived.
 JF0861
 JF0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH224493(NAD 83)
 JF0861_MARKER: B = BOLT
 JF0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0861+STABILITY: SURFACE MOTION
 JF0861
 JF0861  HISTORY     - Date     Condition        Report By
 JF0861  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0861  HISTORY     - 1970     POOR             NGS
 JF0861
 JF0861                          STATION DESCRIPTION
 JF0861
 JF0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0861'3.2 MI W FROM GALVA.
 JF0861'ABOUT 3.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0861'RAILWAY FROM THE STATION AT GALVA, ABOUT 660 FEET WEST OF
 JF0861'MILEPOST 43, 49 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AN
 JF0861'IRON BOLT SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK
 JF0861'WAS FOUND LOOSE IN THE GROUND.  ONE SIDE OF THE POST WAS DUG OUT
 JF0861'AND FOUND TO BE TWO FEET IN LENGTH.  THE MARK WAS NOT RELEVELED
 JF0861'AS THE POST WAS NOT CONSIDERED REPAIRABLE AND DID NOT MEET C AND
 JF0861'GS SPECIFICATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0738 ***********************************************************************
 KE0738  DESIGNATION -  44
 KE0738  PID         -  KE0738
 KE0738  STATE/COUNTY-  KS/SHAWNEE
 KE0738  USGS QUAD   -  GRANTVILLE (1983)
 KE0738
 KE0738                         *CURRENT SURVEY CONTROL
 KE0738  ___________________________________________________________________
 KE0738* NAD 83(1986)-  39 03 15.     (N)    095 30 39.     (W)     SCALED    
 KE0738* NAVD 88     -       260.898  (meters)     855.96   (feet)  ADJUSTED  
 KE0738  ___________________________________________________________________
 KE0738  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 KE0738  DYNAMIC HT  -         260.728 (meters)     855.41  (feet)  COMP
 KE0738  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 KE0738
 KE0738  VERT ORDER  -  FIRST     CLASS II
 KE0738
 KE0738.The horizontal coordinates were scaled from a topographic map and have
 KE0738.an estimated accuracy of +/- 6 seconds.
 KE0738
 KE0738.The orthometric height was determined by differential leveling
 KE0738.and adjusted by the National Geodetic Survey in June 1991..
 KE0738
 KE0738.The geoid height was determined by GEOID03.
 KE0738
 KE0738.The dynamic height is computed by dividing the NAVD 88
 KE0738.geopotential number by the normal gravity value computed on the
 KE0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0738.degrees latitude (g = 980.6199 gals.).
 KE0738
 KE0738.The modeled gravity was interpolated from observed gravity values.
 KE0738
 KE0738;                    North         East    Units  Estimated Accuracy
 KE0738;SPC KS N     -    82,980.      615,430.      MT  (+/- 180 meters Scaled)
 KE0738
 KE0738                          SUPERSEDED SURVEY CONTROL
 KE0738
 KE0738  NGVD 29 (??/??/92)  260.809  (m)          855.67   (f) ADJ UNCH    1 2
 KE0738
 KE0738.Superseded values are not recommended for survey control.
 KE0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0738.See file dsdata.txt to determine how the superseded data were derived.
 KE0738
 KE0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD827257(NAD 83)
 KE0738_MARKER: Z = SEE DESCRIPTION
 KE0738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0738_SP_SET: RAIL
 KE0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0738
 KE0738  HISTORY     - Date     Condition        Report By
 KE0738  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0738  HISTORY     - 1940     GOOD             NGS
 KE0738  HISTORY     - 1960     MARK NOT FOUND   USGS
 KE0738  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0738
 KE0738                          STATION DESCRIPTION
 KE0738
 KE0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0738'6.6 MI W FROM LECOMPTON.
 KE0738'6.6 MILES WEST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0738'STATION IN LECOMPTON.  BENCH MARK IS ALONG THE RIGHT-OF-WAY
 KE0738'OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, ACROSS TRACK
 KE0738'AND 4 YARDS EAST OF MILEPOST NO. 44, 10 FEET NORTH OF CENTER
 KE0738'LINE OF THE TRACK.  TOP OF A VERTICAL SECTION OF RAIL PAINTED
 KE0738'WHITE PROJECTING ABOUT 15 INCHES.
 KE0738
 KE0738                          STATION RECOVERY (1960)
 KE0738
 KE0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KE0738'MARK NOT FOUND.
 KE0738
 KE0738                          STATION RECOVERY (1986)
 KE0738
 KE0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0860 ***********************************************************************
 JF0860  DESIGNATION -  44+00
 JF0860  PID         -  JF0860
 JF0860  STATE/COUNTY-  KS/MCPHERSON
 JF0860  USGS QUAD   -  GALVA (1985)
 JF0860
 JF0860                         *CURRENT SURVEY CONTROL
 JF0860  ___________________________________________________________________
 JF0860* NAD 83(1986)-  38 23 00.     (N)    097 36 50.     (W)     SCALED    
 JF0860* NAVD 88     -       462.655  (meters)    1517.89   (feet)  ADJUSTED  
 JF0860  ___________________________________________________________________
 JF0860  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 JF0860  DYNAMIC HT  -         462.320 (meters)    1516.79  (feet)  COMP
 JF0860  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 JF0860
 JF0860  VERT ORDER  -  SECOND    CLASS 0
 JF0860
 JF0860.The horizontal coordinates were scaled from a topographic map and have
 JF0860.an estimated accuracy of +/- 6 seconds.
 JF0860
 JF0860.The orthometric height was determined by differential leveling
 JF0860.and adjusted by the National Geodetic Survey in June 1991..
 JF0860
 JF0860.The geoid height was determined by GEOID03.
 JF0860
 JF0860.The dynamic height is computed by dividing the NAVD 88
 JF0860.geopotential number by the normal gravity value computed on the
 JF0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0860.degrees latitude (g = 980.6199 gals.).
 JF0860
 JF0860.The modeled gravity was interpolated from observed gravity values.
 JF0860
 JF0860;                    North         East    Units  Estimated Accuracy
 JF0860;SPC KS S     -   590,900.      477,420.      MT  (+/- 180 meters Scaled)
 JF0860
 JF0860                          SUPERSEDED SURVEY CONTROL
 JF0860
 JF0860  NGVD 29 (??/??/92)  462.486  (m)         1517.34   (f) ADJ UNCH    2 0
 JF0860
 JF0860.Superseded values are not recommended for survey control.
 JF0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0860.See file dsdata.txt to determine how the superseded data were derived.
 JF0860
 JF0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH210492(NAD 83)
 JF0860_MARKER: B = BOLT
 JF0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0860+STABILITY: SURFACE MOTION
 JF0860
 JF0860  HISTORY     - Date     Condition        Report By
 JF0860  HISTORY     - UNK      MONUMENTED       CGS
 JF0860  HISTORY     - 1934     GOOD             NGS
 JF0860  HISTORY     - 1970     MARK NOT FOUND   ATSFRR
 JF0860
 JF0860                          STATION DESCRIPTION
 JF0860
 JF0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0860'3.8 MI E FROM MC PHERSON.
 JF0860'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  AT MILE
 JF0860'POST 44.  49 FT. L OR SOUTH OF THE CENTER LINE OF THE TRACK.
 JF0860
 JF0860                          STATION RECOVERY (1970)
 JF0860
 JF0860'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1970
 JF0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0527 ***********************************************************************
 JF0527  DESIGNATION -  44+00
 JF0527  PID         -  JF0527
 JF0527  STATE/COUNTY-  KS/DICKINSON
 JF0527  USGS QUAD   -  NAVARRE (1964)
 JF0527
 JF0527                         *CURRENT SURVEY CONTROL
 JF0527  ___________________________________________________________________
 JF0527* NAD 83(1986)-  38 47 23.     (N)    097 05 58.     (W)     SCALED    
 JF0527* NAVD 88     -       414.348  (meters)    1359.41   (feet)  ADJUSTED  
 JF0527  ___________________________________________________________________
 JF0527  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 JF0527  DYNAMIC HT  -         414.052 (meters)    1358.44  (feet)  COMP
 JF0527  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 JF0527
 JF0527  VERT ORDER  -  SECOND    CLASS 0
 JF0527
 JF0527.The horizontal coordinates were scaled from a topographic map and have
 JF0527.an estimated accuracy of +/- 6 seconds.
 JF0527
 JF0527.The orthometric height was determined by differential leveling
 JF0527.and adjusted by the National Geodetic Survey in June 1991..
 JF0527
 JF0527.The geoid height was determined by GEOID03.
 JF0527
 JF0527.The dynamic height is computed by dividing the NAVD 88
 JF0527.geopotential number by the normal gravity value computed on the
 JF0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0527.degrees latitude (g = 980.6199 gals.).
 JF0527
 JF0527.The modeled gravity was interpolated from observed gravity values.
 JF0527
 JF0527;                    North         East    Units  Estimated Accuracy
 JF0527;SPC KS N     -    51,050.      478,240.      MT  (+/- 180 meters Scaled)
 JF0527
 JF0527                          SUPERSEDED SURVEY CONTROL
 JF0527
 JF0527  NGVD 29 (??/??/92)  414.199  (m)         1358.92   (f) ADJ UNCH    2 0
 JF0527
 JF0527.Superseded values are not recommended for survey control.
 JF0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0527.See file dsdata.txt to determine how the superseded data were derived.
 JF0527
 JF0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH650951(NAD 83)
 JF0527_MARKER: B = BOLT
 JF0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0527+STABILITY: SURFACE MOTION
 JF0527
 JF0527  HISTORY     - Date     Condition        Report By
 JF0527  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0527  HISTORY     - 1934     GOOD             NGS
 JF0527
 JF0527                          STATION DESCRIPTION
 JF0527
 JF0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0527'IN NAVARRE.
 JF0527'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  AT MILE
 JF0527'POST 44.  50 FT. RIGHT OR EAST OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0741 ***********************************************************************
 KE0741  DESIGNATION -  45
 KE0741  PID         -  KE0741
 KE0741  STATE/COUNTY-  KS/SHAWNEE
 KE0741  USGS QUAD   -  GRANTVILLE (1983)
 KE0741
 KE0741                         *CURRENT SURVEY CONTROL
 KE0741  ___________________________________________________________________
 KE0741* NAD 83(1986)-  39 03 26.     (N)    095 31 43.     (W)     SCALED    
 KE0741* NAVD 88     -       263.365  (meters)     864.06   (feet)  ADJUSTED  
 KE0741  ___________________________________________________________________
 KE0741  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KE0741  DYNAMIC HT  -         263.194 (meters)     863.50  (feet)  COMP
 KE0741  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 KE0741
 KE0741  VERT ORDER  -  FIRST     CLASS II
 KE0741
 KE0741.The horizontal coordinates were scaled from a topographic map and have
 KE0741.an estimated accuracy of +/- 6 seconds.
 KE0741
 KE0741.The orthometric height was determined by differential leveling
 KE0741.and adjusted by the National Geodetic Survey in June 1991..
 KE0741
 KE0741.The geoid height was determined by GEOID03.
 KE0741
 KE0741.The dynamic height is computed by dividing the NAVD 88
 KE0741.geopotential number by the normal gravity value computed on the
 KE0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0741.degrees latitude (g = 980.6199 gals.).
 KE0741
 KE0741.The modeled gravity was interpolated from observed gravity values.
 KE0741
 KE0741;                    North         East    Units  Estimated Accuracy
 KE0741;SPC KS N     -    83,280.      613,880.      MT  (+/- 180 meters Scaled)
 KE0741
 KE0741                          SUPERSEDED SURVEY CONTROL
 KE0741
 KE0741  NGVD 29 (??/??/92)  263.274  (m)          863.76   (f) ADJ UNCH    1 2
 KE0741
 KE0741.Superseded values are not recommended for survey control.
 KE0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0741.See file dsdata.txt to determine how the superseded data were derived.
 KE0741
 KE0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD812261(NAD 83)
 KE0741_MARKER: Z = SEE DESCRIPTION
 KE0741_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0741_SP_SET: RAIL
 KE0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0741
 KE0741  HISTORY     - Date     Condition        Report By
 KE0741  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0741  HISTORY     - 1940     GOOD             NGS
 KE0741  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0741
 KE0741                          STATION DESCRIPTION
 KE0741
 KE0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0741'7.6 MI W FROM LE COMPTON.
 KE0741'7.6 MILES WEST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0741'STATION IN LECOMPTON BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KE0741'ATCHISON, TOPEKA AND SANTA FE RAILROAD, ACORS TRACKS AND 17 YARDS
 KE0741'EAST OF MILEPOST NO. 45, 21 FEET NORTH OF CENTER LINE OF THE TRACK.
 KE0741'TOP OF A VERTICAL SECTION OF RAIL PAINTED WHITE PROJECTING ABOUT
 KE0741'15 INCHES.
 KE0741
 KE0741                          STATION RECOVERY (1986)
 KE0741
 KE0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1335 ***********************************************************************
 JE1335  DESIGNATION -  4+5180
 JE1335  PID         -  JE1335
 JE1335  STATE/COUNTY-  KS/OSAGE
 JE1335  USGS QUAD   -  HARVEYVILLE (1972)
 JE1335
 JE1335                         *CURRENT SURVEY CONTROL
 JE1335  ___________________________________________________________________
 JE1335* NAD 83(1986)-  38 45 58.     (N)    095 54 20.     (W)     SCALED    
 JE1335* NAVD 88     -       329.743  (meters)    1081.83   (feet)  ADJUSTED  
 JE1335  ___________________________________________________________________
 JE1335  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JE1335  DYNAMIC HT  -         329.516 (meters)    1081.09  (feet)  COMP
 JE1335  MODELED GRAV-     979,932.0   (mgal)                       NAVD 88
 JE1335
 JE1335  VERT ORDER  -  SECOND    CLASS 0
 JE1335
 JE1335.The horizontal coordinates were scaled from a topographic map and have
 JE1335.an estimated accuracy of +/- 6 seconds.
 JE1335
 JE1335.The orthometric height was determined by differential leveling
 JE1335.and adjusted by the National Geodetic Survey in June 1991..
 JE1335
 JE1335.The geoid height was determined by GEOID03.
 JE1335
 JE1335.The dynamic height is computed by dividing the NAVD 88
 JE1335.geopotential number by the normal gravity value computed on the
 JE1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1335.degrees latitude (g = 980.6199 gals.).
 JE1335
 JE1335.The modeled gravity was interpolated from observed gravity values.
 JE1335
 JE1335;                    North         East    Units  Estimated Accuracy
 JE1335;SPC KS S     -   636,160.      625,470.      MT  (+/- 180 meters Scaled)
 JE1335
 JE1335                          SUPERSEDED SURVEY CONTROL
 JE1335
 JE1335  NGVD 29 (??/??/92)  329.605  (m)         1081.38   (f) ADJ UNCH    2 0
 JE1335
 JE1335.Superseded values are not recommended for survey control.
 JE1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1335.See file dsdata.txt to determine how the superseded data were derived.
 JE1335
 JE1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC475948(NAD 83)
 JE1335_MARKER: B = BOLT
 JE1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1335+STABILITY: SURFACE MOTION
 JE1335
 JE1335  HISTORY     - Date     Condition        Report By
 JE1335  HISTORY     - UNK      MONUMENTED       ATSFRR
 JE1335  HISTORY     - 1934     GOOD             NGS
 JE1335
 JE1335                          STATION DESCRIPTION
 JE1335
 JE1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1335'3.5 MI SE FROM HARVEYVILLE.
 JE1335'3.5 MILES SE. OF HARVEYVILLE.  STATION ALONG ALMA BRANCH OF A.T.
 JE1335'AND S.F.R.R., 42 YDS. SE. OF MP 5.  MARK IS AT FENCE, 15 YDS.
 JE1335'NE. OF CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0048 ***********************************************************************
 HF0048  DESIGNATION -  45+2220
 HF0048  PID         -  HF0048
 HF0048  STATE/COUNTY-  KS/GREENWOOD
 HF0048  USGS QUAD   -  EUREKA (1971)
 HF0048
 HF0048                         *CURRENT SURVEY CONTROL
 HF0048  ___________________________________________________________________
 HF0048* NAD 83(1986)-  37 49 47.     (N)    096 16 30.     (W)     SCALED    
 HF0048* NAVD 88     -       336.296  (meters)    1103.33   (feet)  ADJUSTED  
 HF0048  ___________________________________________________________________
 HF0048  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HF0048  DYNAMIC HT  -         336.039 (meters)    1102.49  (feet)  COMP
 HF0048  MODELED GRAV-     979,856.7   (mgal)                       NAVD 88
 HF0048
 HF0048  VERT ORDER  -  SECOND    CLASS 0
 HF0048
 HF0048.The horizontal coordinates were scaled from a topographic map and have
 HF0048.an estimated accuracy of +/- 6 seconds.
 HF0048
 HF0048.The orthometric height was determined by differential leveling
 HF0048.and adjusted by the National Geodetic Survey in June 1991..
 HF0048
 HF0048.The geoid height was determined by GEOID03.
 HF0048
 HF0048.The dynamic height is computed by dividing the NAVD 88
 HF0048.geopotential number by the normal gravity value computed on the
 HF0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0048.degrees latitude (g = 980.6199 gals.).
 HF0048
 HF0048.The modeled gravity was interpolated from observed gravity values.
 HF0048
 HF0048;                    North         East    Units  Estimated Accuracy
 HF0048;SPC KS S     -   531,420.      595,850.      MT  (+/- 180 meters Scaled)
 HF0048
 HF0048                          SUPERSEDED SURVEY CONTROL
 HF0048
 HF0048  NGVD 29 (??/??/92)  336.144  (m)         1102.83   (f) ADJ UNCH    2 0
 HF0048
 HF0048.Superseded values are not recommended for survey control.
 HF0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0048.See file dsdata.txt to determine how the superseded data were derived.
 HF0048
 HF0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG398904(NAD 83)
 HF0048_MARKER: B = BOLT
 HF0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0048+STABILITY: SURFACE MOTION
 HF0048
 HF0048  HISTORY     - Date     Condition        Report By
 HF0048  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0048  HISTORY     - 1935     GOOD             NGS
 HF0048  HISTORY     - 1976     MARK NOT FOUND   NGS
 HF0048  HISTORY     - 1976     MARK NOT FOUND   NGS
 HF0048
 HF0048                          STATION DESCRIPTION
 HF0048
 HF0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0048'1.2 MI NE FROM EUREKA.
 HF0048'1.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0048'RAILWAY FROM EUREKA, GREENWOOD COUNTY, 0.4 MILE SOUTHWEST OF
 HF0048'MILEPOST 45, 200 FEET WEST OF THE LOADING CHUTE AT THE STOCKYARDS,
 HF0048'AND 45 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A BOLT,
 HF0048'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HF0048'GROUND.
 HF0048
 HF0048                          STATION RECOVERY (1976)
 HF0048
 HF0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0048'MARK NOT FOUND.
 HF0048
 HF0048                          STATION RECOVERY (1976)
 HF0048
 HF0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0858 ***********************************************************************
 JF0858  DESIGNATION -  45+580
 JF0858  PID         -  JF0858
 JF0858  STATE/COUNTY-  KS/MCPHERSON
 JF0858  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0858
 JF0858                         *CURRENT SURVEY CONTROL
 JF0858  ___________________________________________________________________
 JF0858* NAD 83(1986)-  38 22 44.     (N)    097 37 58.     (W)     SCALED    
 JF0858* NAVD 88     -       456.748  (meters)    1498.51   (feet)  ADJUSTED  
 JF0858  ___________________________________________________________________
 JF0858  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF0858  DYNAMIC HT  -         456.418 (meters)    1497.43  (feet)  COMP
 JF0858  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 JF0858
 JF0858  VERT ORDER  -  SECOND    CLASS 0
 JF0858
 JF0858.The horizontal coordinates were scaled from a topographic map and have
 JF0858.an estimated accuracy of +/- 6 seconds.
 JF0858
 JF0858.The orthometric height was determined by differential leveling
 JF0858.and adjusted by the National Geodetic Survey in June 1991..
 JF0858
 JF0858.The geoid height was determined by GEOID03.
 JF0858
 JF0858.The dynamic height is computed by dividing the NAVD 88
 JF0858.geopotential number by the normal gravity value computed on the
 JF0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0858.degrees latitude (g = 980.6199 gals.).
 JF0858
 JF0858.The modeled gravity was interpolated from observed gravity values.
 JF0858
 JF0858;                    North         East    Units  Estimated Accuracy
 JF0858;SPC KS S     -   590,390.      475,770.      MT  (+/- 180 meters Scaled)
 JF0858
 JF0858                          SUPERSEDED SURVEY CONTROL
 JF0858
 JF0858  NGVD 29 (??/??/92)  456.586  (m)         1497.98   (f) ADJ UNCH    2 0
 JF0858
 JF0858.Superseded values are not recommended for survey control.
 JF0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0858.See file dsdata.txt to determine how the superseded data were derived.
 JF0858
 JF0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH194487(NAD 83)
 JF0858_MARKER: B = BOLT
 JF0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0858+STABILITY: SURFACE MOTION
 JF0858
 JF0858  HISTORY     - Date     Condition        Report By
 JF0858  HISTORY     - UNK      MONUMENTED       CGS
 JF0858  HISTORY     - 1934     GOOD             NGS
 JF0858  HISTORY     - 1970     MARK NOT FOUND   ATSFRR
 JF0858
 JF0858                          STATION DESCRIPTION
 JF0858
 JF0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0858'2.7 MI E FROM MC PHERSON.
 JF0858'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  580 FT.
 JF0858'WEST OF MILE POST 45.  40 FT. L OR SOUTH OF THE CENTER LINE
 JF0858'OF THE TRACK.
 JF0858
 JF0858                          STATION RECOVERY (1970)
 JF0858
 JF0858'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1970
 JF0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0746 ***********************************************************************
 KE0746  DESIGNATION -  46
 KE0746  PID         -  KE0746
 KE0746  STATE/COUNTY-  KS/SHAWNEE
 KE0746  USGS QUAD   -  GRANTVILLE (1983)
 KE0746
 KE0746                         *CURRENT SURVEY CONTROL
 KE0746  ___________________________________________________________________
 KE0746* NAD 83(1986)-  39 03 33.     (N)    095 32 49.     (W)     SCALED    
 KE0746* NAVD 88     -       264.722  (meters)     868.51   (feet)  ADJUSTED  
 KE0746  ___________________________________________________________________
 KE0746  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 KE0746  DYNAMIC HT  -         264.550 (meters)     867.94  (feet)  COMP
 KE0746  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 KE0746
 KE0746  VERT ORDER  -  FIRST     CLASS II
 KE0746
 KE0746.The horizontal coordinates were scaled from a topographic map and have
 KE0746.an estimated accuracy of +/- 6 seconds.
 KE0746
 KE0746.The orthometric height was determined by differential leveling
 KE0746.and adjusted by the National Geodetic Survey in June 1991..
 KE0746
 KE0746.The geoid height was determined by GEOID03.
 KE0746
 KE0746.The dynamic height is computed by dividing the NAVD 88
 KE0746.geopotential number by the normal gravity value computed on the
 KE0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0746.degrees latitude (g = 980.6199 gals.).
 KE0746
 KE0746.The modeled gravity was interpolated from observed gravity values.
 KE0746
 KE0746;                    North         East    Units  Estimated Accuracy
 KE0746;SPC KS N     -    83,450.      612,290.      MT  (+/- 180 meters Scaled)
 KE0746
 KE0746                          SUPERSEDED SURVEY CONTROL
 KE0746
 KE0746  NGVD 29 (??/??/92)  264.630  (m)          868.21   (f) ADJ UNCH    1 2
 KE0746
 KE0746.Superseded values are not recommended for survey control.
 KE0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0746.See file dsdata.txt to determine how the superseded data were derived.
 KE0746
 KE0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD796264(NAD 83)
 KE0746_MARKER: Z = SEE DESCRIPTION
 KE0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0746_SP_SET: RAIL
 KE0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0746
 KE0746  HISTORY     - Date     Condition        Report By
 KE0746  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0746  HISTORY     - 1940     GOOD             NGS
 KE0746  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0746
 KE0746                          STATION DESCRIPTION
 KE0746
 KE0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0746'6.7 MI E FROM TOPEKA.
 KE0746'6.7 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0746'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KE0746'ATCHISON, TOPEKAW AND SANTA FE RAILROAD, ACROSS TRACK AND 18
 KE0746'YARDS WEST OF MILEPOST NO. 46, 9 FEET NORTH OF THE CENTER LINE OF
 KE0746'TRACK.  TOP OF VERTICAL SECTION OF RAIL PAINTED WHITE PROJECTING
 KE0746'ABOUT 15 INCHES.
 KE0746
 KE0746                          STATION RECOVERY (1986)
 KE0746
 KE0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0857 ***********************************************************************
 JF0857  DESIGNATION -  46+00
 JF0857  PID         -  JF0857
 JF0857  STATE/COUNTY-  KS/MCPHERSON
 JF0857  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0857
 JF0857                         *CURRENT SURVEY CONTROL
 JF0857  ___________________________________________________________________
 JF0857* NAD 83(1986)-  38 22 31.     (N)    097 38 55.     (W)     SCALED    
 JF0857* NAVD 88     -       453.154  (meters)    1486.72   (feet)  ADJUSTED  
 JF0857  ___________________________________________________________________
 JF0857  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF0857  DYNAMIC HT  -         452.827 (meters)    1485.65  (feet)  COMP
 JF0857  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 JF0857
 JF0857  VERT ORDER  -  SECOND    CLASS 0
 JF0857
 JF0857.The horizontal coordinates were scaled from a topographic map and have
 JF0857.an estimated accuracy of +/- 6 seconds.
 JF0857
 JF0857.The orthometric height was determined by differential leveling
 JF0857.and adjusted by the National Geodetic Survey in June 1991..
 JF0857
 JF0857.The geoid height was determined by GEOID03.
 JF0857
 JF0857.The dynamic height is computed by dividing the NAVD 88
 JF0857.geopotential number by the normal gravity value computed on the
 JF0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0857.degrees latitude (g = 980.6199 gals.).
 JF0857
 JF0857.The modeled gravity was interpolated from observed gravity values.
 JF0857
 JF0857;                    North         East    Units  Estimated Accuracy
 JF0857;SPC KS S     -   589,970.      474,390.      MT  (+/- 180 meters Scaled)
 JF0857
 JF0857                          SUPERSEDED SURVEY CONTROL
 JF0857
 JF0857  NGVD 29 (??/??/92)  452.997  (m)         1486.21   (f) ADJ UNCH    2 0
 JF0857
 JF0857.Superseded values are not recommended for survey control.
 JF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0857.See file dsdata.txt to determine how the superseded data were derived.
 JF0857
 JF0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH180483(NAD 83)
 JF0857_MARKER: B = BOLT
 JF0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0857+STABILITY: SURFACE MOTION
 JF0857
 JF0857  HISTORY     - Date     Condition        Report By
 JF0857  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0857  HISTORY     - 1970     POOR             NGS
 JF0857
 JF0857                          STATION DESCRIPTION
 JF0857
 JF0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0857'1.8 MI E FROM MC PHERSON.
 JF0857'ABOUT 1.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0857'RAILROAD FROM THE STATION AT MC PHERSON, AT MILEPOST 46,
 JF0857'49 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AN IRON BOLT
 JF0857'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK WAS FOUND
 JF0857'LOOSE IN THE GROUND.  ONE SIDE OF THE POST WAS DUG OUT AND THE
 JF0857'POST WAS FOUND TO BE TWO FEET IN LENGTH.  THE MARK WAS NOT
 JF0857'RELEVELED AS THE POST WAS NOT CONSIDERED REPAIRABLE AND DID NOT
 JF0857'MEET C AND GS SPECIFICATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0529 ***********************************************************************
 JF0529  DESIGNATION -  46+00
 JF0529  PID         -  JF0529
 JF0529  STATE/COUNTY-  KS/DICKINSON
 JF0529  USGS QUAD   -  NAVARRE (1964)
 JF0529
 JF0529                         *CURRENT SURVEY CONTROL
 JF0529  ___________________________________________________________________
 JF0529* NAD 83(1986)-  38 49 03.     (N)    097 06 28.     (W)     SCALED    
 JF0529* NAVD 88     -       409.489  (meters)    1343.47   (feet)  ADJUSTED  
 JF0529  ___________________________________________________________________
 JF0529  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JF0529  DYNAMIC HT  -         409.197 (meters)    1342.51  (feet)  COMP
 JF0529  MODELED GRAV-     979,903.0   (mgal)                       NAVD 88
 JF0529
 JF0529  VERT ORDER  -  SECOND    CLASS 0
 JF0529
 JF0529.The horizontal coordinates were scaled from a topographic map and have
 JF0529.an estimated accuracy of +/- 6 seconds.
 JF0529
 JF0529.The orthometric height was determined by differential leveling
 JF0529.and adjusted by the National Geodetic Survey in June 1991..
 JF0529
 JF0529.The geoid height was determined by GEOID03.
 JF0529
 JF0529.The dynamic height is computed by dividing the NAVD 88
 JF0529.geopotential number by the normal gravity value computed on the
 JF0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0529.degrees latitude (g = 980.6199 gals.).
 JF0529
 JF0529.The modeled gravity was interpolated from observed gravity values.
 JF0529
 JF0529;                    North         East    Units  Estimated Accuracy
 JF0529;SPC KS N     -    54,130.      477,490.      MT  (+/- 180 meters Scaled)
 JF0529
 JF0529                          SUPERSEDED SURVEY CONTROL
 JF0529
 JF0529  NGVD 29 (??/??/92)  409.345  (m)         1342.99   (f) ADJ UNCH    2 0
 JF0529
 JF0529.Superseded values are not recommended for survey control.
 JF0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0529.See file dsdata.txt to determine how the superseded data were derived.
 JF0529
 JF0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH642982(NAD 83)
 JF0529_MARKER: B = BOLT
 JF0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0529+STABILITY: SURFACE MOTION
 JF0529
 JF0529  HISTORY     - Date     Condition        Report By
 JF0529  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0529  HISTORY     - 1934     GOOD             NGS
 JF0529
 JF0529                          STATION DESCRIPTION
 JF0529
 JF0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0529'2 MI N FROM NAVARRE.
 JF0529'2 MILES NORTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0529'FE R.R. CO.  AT MILE POST 46.  50 FT. RIGHT OR EAST OF THE
 JF0529'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0749 ***********************************************************************
 KE0749  DESIGNATION -  47
 KE0749  PID         -  KE0749
 KE0749  STATE/COUNTY-  KS/SHAWNEE
 KE0749  USGS QUAD   -  GRANTVILLE (1983)
 KE0749
 KE0749                         *CURRENT SURVEY CONTROL
 KE0749  ___________________________________________________________________
 KE0749* NAD 83(1986)-  39 03 21.     (N)    095 33 55.     (W)     SCALED    
 KE0749* NAVD 88     -       268.198  (meters)     879.91   (feet)  ADJUSTED  
 KE0749  ___________________________________________________________________
 KE0749  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KE0749  DYNAMIC HT  -         268.024 (meters)     879.34  (feet)  COMP
 KE0749  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 KE0749
 KE0749  VERT ORDER  -  FIRST     CLASS II
 KE0749
 KE0749.The horizontal coordinates were scaled from a topographic map and have
 KE0749.an estimated accuracy of +/- 6 seconds.
 KE0749
 KE0749.The orthometric height was determined by differential leveling
 KE0749.and adjusted by the National Geodetic Survey in June 1991..
 KE0749
 KE0749.The geoid height was determined by GEOID03.
 KE0749
 KE0749.The dynamic height is computed by dividing the NAVD 88
 KE0749.geopotential number by the normal gravity value computed on the
 KE0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0749.degrees latitude (g = 980.6199 gals.).
 KE0749
 KE0749.The modeled gravity was interpolated from observed gravity values.
 KE0749
 KE0749;                    North         East    Units  Estimated Accuracy
 KE0749;SPC KS N     -    83,040.      610,710.      MT  (+/- 180 meters Scaled)
 KE0749
 KE0749                          SUPERSEDED SURVEY CONTROL
 KE0749
 KE0749  NGVD 29 (??/??/92)  268.105  (m)          879.61   (f) ADJ UNCH    1 2
 KE0749
 KE0749.Superseded values are not recommended for survey control.
 KE0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0749.See file dsdata.txt to determine how the superseded data were derived.
 KE0749
 KE0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD780261(NAD 83)
 KE0749_MARKER: Z = SEE DESCRIPTION
 KE0749_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0749_SP_SET: RAIL
 KE0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0749
 KE0749  HISTORY     - Date     Condition        Report By
 KE0749  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0749  HISTORY     - 1940     GOOD             NGS
 KE0749  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0749
 KE0749                          STATION DESCRIPTION
 KE0749
 KE0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0749'5.7 MI E FROM TOPEKA.
 KE0749'5.7 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0749'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KE0749'ATCHISON, TOPEKA AND SANTA FE RAILROAD, ACROSS TRACKS AND 4
 KE0749'YARDS EAST OF MILEPOST NO. 47, 11 FEET NORTH OF THE CENTER LINE
 KE0749'OF TRACK.  TOP OF A VERTICAL SECTION OF RAIL PAINTED WHITE
 KE0749'PROJECTING ABOUT 2.5 FEET.
 KE0749
 KE0749                          STATION RECOVERY (1986)
 KE0749
 KE0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0044 ***********************************************************************
 HF0044  DESIGNATION -  47+2750
 HF0044  PID         -  HF0044
 HF0044  STATE/COUNTY-  KS/GREENWOOD
 HF0044  USGS QUAD   -  EUREKA (1971)
 HF0044
 HF0044                         *CURRENT SURVEY CONTROL
 HF0044  ___________________________________________________________________
 HF0044* NAD 83(1986)-  37 48 55.     (N)    096 16 42.     (W)     SCALED    
 HF0044* NAVD 88     -       321.459  (meters)    1054.65   (feet)  ADJUSTED  
 HF0044  ___________________________________________________________________
 HF0044  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HF0044  DYNAMIC HT  -         321.213 (meters)    1053.85  (feet)  COMP
 HF0044  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 HF0044
 HF0044  VERT ORDER  -  SECOND    CLASS 0
 HF0044
 HF0044.The horizontal coordinates were scaled from a topographic map and have
 HF0044.an estimated accuracy of +/- 6 seconds.
 HF0044
 HF0044.The orthometric height was determined by differential leveling
 HF0044.and adjusted by the National Geodetic Survey in June 1991..
 HF0044
 HF0044.The geoid height was determined by GEOID03.
 HF0044
 HF0044.The dynamic height is computed by dividing the NAVD 88
 HF0044.geopotential number by the normal gravity value computed on the
 HF0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0044.degrees latitude (g = 980.6199 gals.).
 HF0044
 HF0044.The modeled gravity was interpolated from observed gravity values.
 HF0044
 HF0044;                    North         East    Units  Estimated Accuracy
 HF0044;SPC KS S     -   529,810.      595,590.      MT  (+/- 180 meters Scaled)
 HF0044
 HF0044                          SUPERSEDED SURVEY CONTROL
 HF0044
 HF0044  NGVD 29 (??/??/92)  321.309  (m)         1054.16   (f) ADJ UNCH    2 0
 HF0044
 HF0044.Superseded values are not recommended for survey control.
 HF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0044.See file dsdata.txt to determine how the superseded data were derived.
 HF0044
 HF0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG395888(NAD 83)
 HF0044_MARKER: B = BOLT
 HF0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0044+STABILITY: SURFACE MOTION
 HF0044
 HF0044  HISTORY     - Date     Condition        Report By
 HF0044  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0044  HISTORY     - 1935     GOOD             NGS
 HF0044
 HF0044                          STATION DESCRIPTION
 HF0044
 HF0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0044'0.9 MI SE FROM EUREKA.
 HF0044'0.9 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0044'RAILWAY FROM EUREKA, GREENWOOD COUNTY, 0.5 MILE SOUTHEAST OF
 HF0044'MILEPOST 47, AND 48 FEET SOUTHWEST OF THE CENTERLINE OF THE
 HF0044'TRACK.  A BOLT, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HF0044'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0531 ***********************************************************************
 JF0531  DESIGNATION -  47+4980
 JF0531  PID         -  JF0531
 JF0531  STATE/COUNTY-  KS/DICKINSON
 JF0531  USGS QUAD   -  NAVARRE (1964)
 JF0531
 JF0531                         *CURRENT SURVEY CONTROL
 JF0531  ___________________________________________________________________
 JF0531* NAD 83(1986)-  38 50 46.     (N)    097 06 29.     (W)     SCALED    
 JF0531* NAVD 88     -       386.676  (meters)    1268.62   (feet)  ADJUSTED  
 JF0531  ___________________________________________________________________
 JF0531  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 JF0531  DYNAMIC HT  -         386.401 (meters)    1267.72  (feet)  COMP
 JF0531  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 JF0531
 JF0531  VERT ORDER  -  SECOND    CLASS 0
 JF0531
 JF0531.The horizontal coordinates were scaled from a topographic map and have
 JF0531.an estimated accuracy of +/- 6 seconds.
 JF0531
 JF0531.The orthometric height was determined by differential leveling
 JF0531.and adjusted by the National Geodetic Survey in June 1991..
 JF0531
 JF0531.The geoid height was determined by GEOID03.
 JF0531
 JF0531.The dynamic height is computed by dividing the NAVD 88
 JF0531.geopotential number by the normal gravity value computed on the
 JF0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0531.degrees latitude (g = 980.6199 gals.).
 JF0531
 JF0531.The modeled gravity was interpolated from observed gravity values.
 JF0531
 JF0531;                    North         East    Units  Estimated Accuracy
 JF0531;SPC KS N     -    57,310.      477,430.      MT  (+/- 180 meters Scaled)
 JF0531
 JF0531                          SUPERSEDED SURVEY CONTROL
 JF0531
 JF0531  NGVD 29 (??/??/92)  386.543  (m)         1268.18   (f) ADJ UNCH    2 0
 JF0531
 JF0531.Superseded values are not recommended for survey control.
 JF0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0531.See file dsdata.txt to determine how the superseded data were derived.
 JF0531
 JF0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ641014(NAD 83)
 JF0531_MARKER: B = BOLT
 JF0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0531+STABILITY: SURFACE MOTION
 JF0531
 JF0531  HISTORY     - Date     Condition        Report By
 JF0531  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0531  HISTORY     - 1934     GOOD             NGS
 JF0531
 JF0531                          STATION DESCRIPTION
 JF0531
 JF0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0531'4 MI N FROM NAVARRE.
 JF0531'4 MILES NORTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0531'FE R.R. CO.  300 FT. SOUTH OF MILE POST 48.  50 FT. RIGHT OR
 JF0531'EAST OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0855 ***********************************************************************
 JF0855  DESIGNATION -  47+940
 JF0855  PID         -  JF0855
 JF0855  STATE/COUNTY-  KS/MCPHERSON
 JF0855  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0855
 JF0855                         *CURRENT SURVEY CONTROL
 JF0855  ___________________________________________________________________
 JF0855* NAD 83(1986)-  38 22 21.     (N)    097 39 43.     (W)     SCALED    
 JF0855* NAVD 88     -       457.687  (meters)    1501.59   (feet)  ADJUSTED  
 JF0855  ___________________________________________________________________
 JF0855  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF0855  DYNAMIC HT  -         457.356 (meters)    1500.51  (feet)  COMP
 JF0855  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 JF0855
 JF0855  VERT ORDER  -  SECOND    CLASS 0
 JF0855
 JF0855.The horizontal coordinates were scaled from a topographic map and have
 JF0855.an estimated accuracy of +/- 6 seconds.
 JF0855
 JF0855.The orthometric height was determined by differential leveling
 JF0855.and adjusted by the National Geodetic Survey in June 1991..
 JF0855
 JF0855.The geoid height was determined by GEOID03.
 JF0855
 JF0855.The dynamic height is computed by dividing the NAVD 88
 JF0855.geopotential number by the normal gravity value computed on the
 JF0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0855.degrees latitude (g = 980.6199 gals.).
 JF0855
 JF0855.The modeled gravity was interpolated from observed gravity values.
 JF0855
 JF0855;                    North         East    Units  Estimated Accuracy
 JF0855;SPC KS S     -   589,660.      473,230.      MT  (+/- 180 meters Scaled)
 JF0855
 JF0855                          SUPERSEDED SURVEY CONTROL
 JF0855
 JF0855  NGVD 29 (??/??/92)  457.533  (m)         1501.09   (f) ADJ UNCH    2 0
 JF0855
 JF0855.Superseded values are not recommended for survey control.
 JF0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0855.See file dsdata.txt to determine how the superseded data were derived.
 JF0855
 JF0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH168479(NAD 83)
 JF0855_MARKER: H = DRILL HOLE
 JF0855_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0855_SP_SET: CURB
 JF0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0855
 JF0855  HISTORY     - Date     Condition        Report By
 JF0855  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0855  HISTORY     - 1934     GOOD             NGS
 JF0855  HISTORY     - 1970     MARK NOT FOUND   ATSFRR
 JF0855
 JF0855                          STATION DESCRIPTION
 JF0855
 JF0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0855'IN MC PHERSON.
 JF0855'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO. 96 FT.
 JF0855'EAST OF THE STATION AT MC PHERSON.  IN THE TOP OF THE CURB
 JF0855'ALONG THE SOUTH SIDE OF R.R. PARK.
 JF0855
 JF0855                          STATION RECOVERY (1970)
 JF0855
 JF0855'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1970
 JF0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0754 ***********************************************************************
 KE0754  DESIGNATION -  48
 KE0754  PID         -  KE0754
 KE0754  STATE/COUNTY-  KS/SHAWNEE
 KE0754  USGS QUAD   -  GRANTVILLE (1983)
 KE0754
 KE0754                         *CURRENT SURVEY CONTROL
 KE0754  ___________________________________________________________________
 KE0754* NAD 83(1986)-  39 03 08.     (N)    095 34 56.     (W)     SCALED    
 KE0754* NAVD 88     -       265.810  (meters)     872.08   (feet)  ADJUSTED  
 KE0754  ___________________________________________________________________
 KE0754  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KE0754  DYNAMIC HT  -         265.637 (meters)     871.51  (feet)  COMP
 KE0754  MODELED GRAV-     979,972.0   (mgal)                       NAVD 88
 KE0754
 KE0754  VERT ORDER  -  FIRST     CLASS II
 KE0754
 KE0754.The horizontal coordinates were scaled from a topographic map and have
 KE0754.an estimated accuracy of +/- 6 seconds.
 KE0754
 KE0754.The orthometric height was determined by differential leveling
 KE0754.and adjusted by the National Geodetic Survey in June 1991..
 KE0754
 KE0754.The geoid height was determined by GEOID03.
 KE0754
 KE0754.The dynamic height is computed by dividing the NAVD 88
 KE0754.geopotential number by the normal gravity value computed on the
 KE0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0754.degrees latitude (g = 980.6199 gals.).
 KE0754
 KE0754.The modeled gravity was interpolated from observed gravity values.
 KE0754
 KE0754;                    North         East    Units  Estimated Accuracy
 KE0754;SPC KS N     -    82,600.      609,260.      MT  (+/- 180 meters Scaled)
 KE0754
 KE0754                          SUPERSEDED SURVEY CONTROL
 KE0754
 KE0754  NGVD 29 (??/??/92)  265.715  (m)          871.77   (f) ADJ UNCH    1 2
 KE0754
 KE0754.Superseded values are not recommended for survey control.
 KE0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0754.See file dsdata.txt to determine how the superseded data were derived.
 KE0754
 KE0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD765257(NAD 83)
 KE0754_MARKER: Z = SEE DESCRIPTION
 KE0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0754_SP_SET: RAIL
 KE0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0754
 KE0754  HISTORY     - Date     Condition        Report By
 KE0754  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0754  HISTORY     - 1940     GOOD             NGS
 KE0754  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0754
 KE0754                          STATION DESCRIPTION
 KE0754
 KE0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0754'4.7 MI E FROM TOPEKA.
 KE0754'4.7 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0754'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF
 KE0754'THE ATCHISON TOPEKA AND SANTA FE RAILROAD, APPROXIMATELY 0.5
 KE0754'MILE EAST OF RAILROAD STATION AT TECUMSEH, ACROSS TRACKS FROM
 KE0754'MILEPOST NO. 48, 8 FEET NORTH OF CENTER LINE OF TRACK.  TOP
 KE0754'OF VERTICAL RAIL PAINTED WHITE PROJECTING 1 FOOT.
 KE0754
 KE0754                          STATION RECOVERY (1986)
 KE0754
 KE0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0757 ***********************************************************************
 KE0757  DESIGNATION -  49
 KE0757  PID         -  KE0757
 KE0757  STATE/COUNTY-  KS/SHAWNEE
 KE0757  USGS QUAD   -  GRANTVILLE (1983)
 KE0757
 KE0757                         *CURRENT SURVEY CONTROL
 KE0757  ___________________________________________________________________
 KE0757* NAD 83(1986)-  39 03 17.     (N)    095 35 59.     (W)     SCALED    
 KE0757* NAVD 88     -       264.938  (meters)     869.22   (feet)  ADJUSTED  
 KE0757  ___________________________________________________________________
 KE0757  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KE0757  DYNAMIC HT  -         264.766 (meters)     868.65  (feet)  COMP
 KE0757  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 KE0757
 KE0757  VERT ORDER  -  FIRST     CLASS II
 KE0757
 KE0757.The horizontal coordinates were scaled from a topographic map and have
 KE0757.an estimated accuracy of +/- 6 seconds.
 KE0757
 KE0757.The orthometric height was determined by differential leveling
 KE0757.and adjusted by the National Geodetic Survey in June 1991..
 KE0757
 KE0757.The geoid height was determined by GEOID03.
 KE0757
 KE0757.The dynamic height is computed by dividing the NAVD 88
 KE0757.geopotential number by the normal gravity value computed on the
 KE0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0757.degrees latitude (g = 980.6199 gals.).
 KE0757
 KE0757.The modeled gravity was interpolated from observed gravity values.
 KE0757
 KE0757;                    North         East    Units  Estimated Accuracy
 KE0757;SPC KS N     -    82,840.      607,740.      MT  (+/- 180 meters Scaled)
 KE0757
 KE0757                          SUPERSEDED SURVEY CONTROL
 KE0757
 KE0757  NGVD 29 (??/??/92)  264.843  (m)          868.91   (f) ADJ UNCH    1 2
 KE0757
 KE0757.Superseded values are not recommended for survey control.
 KE0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0757.See file dsdata.txt to determine how the superseded data were derived.
 KE0757
 KE0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD750260(NAD 83)
 KE0757_MARKER: Z = SEE DESCRIPTION
 KE0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0757_SP_SET: RAIL
 KE0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0757
 KE0757  HISTORY     - Date     Condition        Report By
 KE0757  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0757  HISTORY     - 1940     GOOD             NGS
 KE0757  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0757
 KE0757                          STATION DESCRIPTION
 KE0757
 KE0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0757'3.7 MI E FROM TOPEKA.
 KE0757'3.7 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0757'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KE0757'ATCHISON TOPEKA AND SANTA FE RAILROAD, ACROSS TRACK AND 48
 KE0757'FEET WEST OF MILEPOST NO. 49, 8 FEET NORTH OF CENTER LINE OF
 KE0757'TRACK, TOP OF VERTICAL RAIL PAINTED WHITE PROJECTING ABOUT
 KE0757'2.5 FEET.
 KE0757
 KE0757                          STATION RECOVERY (1986)
 KE0757
 KE0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0532 ***********************************************************************
 JF0532  DESIGNATION -  49+330
 JF0532  PID         -  JF0532
 JF0532  STATE/COUNTY-  KS/DICKINSON
 JF0532  USGS QUAD   -  NAVARRE (1964)
 JF0532
 JF0532                         *CURRENT SURVEY CONTROL
 JF0532  ___________________________________________________________________
 JF0532* NAD 83(1986)-  38 51 41.     (N)    097 06 39.     (W)     SCALED    
 JF0532* NAVD 88     -       379.028  (meters)    1243.53   (feet)  ADJUSTED  
 JF0532  ___________________________________________________________________
 JF0532  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 JF0532  DYNAMIC HT  -         378.759 (meters)    1242.65  (feet)  COMP
 JF0532  MODELED GRAV-     979,907.3   (mgal)                       NAVD 88
 JF0532
 JF0532  VERT ORDER  -  SECOND    CLASS 0
 JF0532
 JF0532.The horizontal coordinates were scaled from a topographic map and have
 JF0532.an estimated accuracy of +/- 6 seconds.
 JF0532
 JF0532.The orthometric height was determined by differential leveling
 JF0532.and adjusted by the National Geodetic Survey in June 1991..
 JF0532
 JF0532.The geoid height was determined by GEOID03.
 JF0532
 JF0532.The dynamic height is computed by dividing the NAVD 88
 JF0532.geopotential number by the normal gravity value computed on the
 JF0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0532.degrees latitude (g = 980.6199 gals.).
 JF0532
 JF0532.The modeled gravity was interpolated from observed gravity values.
 JF0532
 JF0532;                    North         East    Units  Estimated Accuracy
 JF0532;SPC KS N     -    59,000.      477,170.      MT  (+/- 180 meters Scaled)
 JF0532
 JF0532                          SUPERSEDED SURVEY CONTROL
 JF0532
 JF0532  NGVD 29 (??/??/92)  378.900  (m)         1243.11   (f) ADJ UNCH    2 0
 JF0532
 JF0532.Superseded values are not recommended for survey control.
 JF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0532.See file dsdata.txt to determine how the superseded data were derived.
 JF0532
 JF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ639030(NAD 83)
 JF0532_MARKER: B = BOLT
 JF0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0532+STABILITY: SURFACE MOTION
 JF0532
 JF0532  HISTORY     - Date     Condition        Report By
 JF0532  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0532  HISTORY     - 1934     GOOD             NGS
 JF0532
 JF0532                          STATION DESCRIPTION
 JF0532
 JF0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0532'3.1 MI S FROM ENTERPRISE.
 JF0532'3.1 MI SOUTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA FE
 JF0532'R.R. CO.  330 FT. NORTH OF MILE POST 49.  50 FT. RIGHT OR EAST
 JF0532'OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0569 ***********************************************************************
 KE0569  DESIGNATION -  5
 KE0569  PID         -  KE0569
 KE0569  STATE/COUNTY-  KS/ATCHISON
 KE0569  USGS QUAD   -  ATCHISON WEST (1978)
 KE0569
 KE0569                         *CURRENT SURVEY CONTROL
 KE0569  ___________________________________________________________________
 KE0569* NAD 83(1986)-  39 31 36.     (N)    095 11 44.     (W)     SCALED    
 KE0569* NAVD 88     -       298.666  (meters)     979.87   (feet)  ADJUSTED  
 KE0569  ___________________________________________________________________
 KE0569  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KE0569  DYNAMIC HT  -         298.481 (meters)     979.27  (feet)  COMP
 KE0569  MODELED GRAV-     980,000.4   (mgal)                       NAVD 88
 KE0569
 KE0569  VERT ORDER  -  SECOND    CLASS 0
 KE0569
 KE0569.The horizontal coordinates were scaled from a topographic map and have
 KE0569.an estimated accuracy of +/- 6 seconds.
 KE0569
 KE0569.The orthometric height was determined by differential leveling
 KE0569.and adjusted by the National Geodetic Survey in June 1991..
 KE0569
 KE0569.The geoid height was determined by GEOID03.
 KE0569
 KE0569.The dynamic height is computed by dividing the NAVD 88
 KE0569.geopotential number by the normal gravity value computed on the
 KE0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0569.degrees latitude (g = 980.6199 gals.).
 KE0569
 KE0569.The modeled gravity was interpolated from observed gravity values.
 KE0569
 KE0569;                    North         East    Units  Estimated Accuracy
 KE0569;SPC KS N     -   136,210.      641,080.      MT  (+/- 180 meters Scaled)
 KE0569
 KE0569                          SUPERSEDED SURVEY CONTROL
 KE0569
 KE0569  NGVD 29 (??/??/92)  298.552  (m)          979.50   (f) ADJ UNCH    2 0
 KE0569
 KE0569.Superseded values are not recommended for survey control.
 KE0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0569.See file dsdata.txt to determine how the superseded data were derived.
 KE0569
 KE0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD112775(NAD 83)
 KE0569_MARKER: Z = SEE DESCRIPTION
 KE0569_SETTING: 0 = UNSPECIFIED SETTING
 KE0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0569
 KE0569  HISTORY     - Date     Condition        Report By
 KE0569  HISTORY     - UNK      MONUMENTED       MPRR
 KE0569  HISTORY     - 1950     GOOD             NGS
 KE0569
 KE0569                          STATION DESCRIPTION
 KE0569
 KE0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0569'5.1 MI W FROM ATCHISON.
 KE0569'5.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM UNION
 KE0569'STATION AT ATCHISON, ATCHISON COUNTY, AND BETWEEN THE TRACK OF
 KE0569'THE M.P.R.R. AND THE ATCHISON, TOPEKA AND SANTA FE RAILWAY.
 KE0569'THE HIGHEST POINT OF A SECTION OF RAIL, PAINTED 5 AND SET
 KE0569'VERTICALLY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0645 ***********************************************************************
 KE0645  DESIGNATION -  5
 KE0645  PID         -  KE0645
 KE0645  STATE/COUNTY-  KS/LEAVENWORTH
 KE0645  USGS QUAD   -  MC LOUTH (1979)
 KE0645
 KE0645                         *CURRENT SURVEY CONTROL
 KE0645  ___________________________________________________________________
 KE0645* NAD 83(1986)-  39 09 08.     (N)    095 09 51.     (W)     SCALED    
 KE0645* NAVD 88     -       326.272  (meters)    1070.44   (feet)  ADJUSTED  
 KE0645  ___________________________________________________________________
 KE0645  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KE0645  DYNAMIC HT  -         326.060 (meters)    1069.75  (feet)  COMP
 KE0645  MODELED GRAV-     979,967.0   (mgal)                       NAVD 88
 KE0645
 KE0645  VERT ORDER  -  SECOND    CLASS 0
 KE0645
 KE0645.The horizontal coordinates were scaled from a topographic map and have
 KE0645.an estimated accuracy of +/- 6 seconds.
 KE0645
 KE0645.The orthometric height was determined by differential leveling
 KE0645.and adjusted by the National Geodetic Survey in June 1991..
 KE0645
 KE0645.The geoid height was determined by GEOID03.
 KE0645
 KE0645.The dynamic height is computed by dividing the NAVD 88
 KE0645.geopotential number by the normal gravity value computed on the
 KE0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0645.degrees latitude (g = 980.6199 gals.).
 KE0645
 KE0645.The modeled gravity was interpolated from observed gravity values.
 KE0645
 KE0645;                    North         East    Units  Estimated Accuracy
 KE0645;SPC KS N     -    94,740.      645,080.      MT  (+/- 180 meters Scaled)
 KE0645
 KE0645                          SUPERSEDED SURVEY CONTROL
 KE0645
 KE0645  NGVD 29 (??/??/92)  326.188  (m)         1070.17   (f) ADJ UNCH    2 0
 KE0645
 KE0645.Superseded values are not recommended for survey control.
 KE0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0645.See file dsdata.txt to determine how the superseded data were derived.
 KE0645
 KE0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD129359(NAD 83)
 KE0645_MARKER: B = BOLT
 KE0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0645+STABILITY: SURFACE MOTION
 KE0645
 KE0645  HISTORY     - Date     Condition        Report By
 KE0645  HISTORY     - UNK      MONUMENTED       KSHC
 KE0645  HISTORY     - 1950     GOOD             NGS
 KE0645
 KE0645                          STATION DESCRIPTION
 KE0645
 KE0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0645'4.5 MI SE FROM MC LOUTH.
 KE0645'IN LEAVENWORTH COUNTY, 4.5 MILES SOUTHEAST ALONG STATE HIGHWAY
 KE0645'16 FROM THE HIGH SCHOOL AT MC LOUTH, JEFFERSON COUNTY, 80 FEET
 KE0645'NORTHWEST OF A CONCRETE CULVERT, 38 FEET NORTHEAST OF THE
 KE0645'CENTERLINE OF THE HIGHWAY, 38 FEET NORTHWEST OF THE CENTERLINE
 KE0645'OF THE HIGHWAY, 38 FEET NORTHWEST OF THE CENTERLINE OF A PRIVATE
 KE0645'ROAD, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A COPPER BOLT, SET
 KE0645'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0430 ***********************************************************************
 HF0430  DESIGNATION -  5
 HF0430  PID         -  HF0430
 HF0430  STATE/COUNTY-  KS/BUTLER
 HF0430  USGS QUAD   -  GORDON (1979)
 HF0430
 HF0430                         *CURRENT SURVEY CONTROL
 HF0430  ___________________________________________________________________
 HF0430* NAD 83(1986)-  37 34 23.     (N)    096 59 51.     (W)     SCALED    
 HF0430* NAVD 88     -       364.622  (meters)    1196.26   (feet)  ADJUSTED  
 HF0430  ___________________________________________________________________
 HF0430  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HF0430  DYNAMIC HT  -         364.333 (meters)    1195.32  (feet)  COMP
 HF0430  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 HF0430
 HF0430  VERT ORDER  -  SECOND    CLASS 0
 HF0430
 HF0430.The horizontal coordinates were scaled from a topographic map and have
 HF0430.an estimated accuracy of +/- 6 seconds.
 HF0430
 HF0430.The orthometric height was determined by differential leveling
 HF0430.and adjusted by the National Geodetic Survey in June 1991..
 HF0430
 HF0430.The geoid height was determined by GEOID03.
 HF0430
 HF0430.The dynamic height is computed by dividing the NAVD 88
 HF0430.geopotential number by the normal gravity value computed on the
 HF0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0430.degrees latitude (g = 980.6199 gals.).
 HF0430
 HF0430.The modeled gravity was interpolated from observed gravity values.
 HF0430
 HF0430;                    North         East    Units  Estimated Accuracy
 HF0430;SPC KS S     -   501,670.      532,720.      MT  (+/- 180 meters Scaled)
 HF0430
 HF0430                          SUPERSEDED SURVEY CONTROL
 HF0430
 HF0430  NGVD 29 (??/??/92)  364.496  (m)         1195.85   (f) ADJ UNCH    2 0
 HF0430
 HF0430.Superseded values are not recommended for survey control.
 HF0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0430.See file dsdata.txt to determine how the superseded data were derived.
 HF0430
 HF0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG768603(NAD 83)
 HF0430_MARKER: B = BOLT
 HF0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0430+STABILITY: SURFACE MOTION
 HF0430
 HF0430  HISTORY     - Date     Condition        Report By
 HF0430  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0430  HISTORY     - 1935     GOOD             NGS
 HF0430
 HF0430                          STATION DESCRIPTION
 HF0430
 HF0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0430'1.1 MI S FROM GORDON.
 HF0430'1.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0430'FROM GORDON, BUTLER COUNTY, AT MILEPOST 207, AND 50 FEET WEST
 HF0430'OF THE CENTERLINE OF THE TRACK.  AN IRON BOLT, SET IN THE TOP
 HF0430'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0477 ***********************************************************************
 JF0477  DESIGNATION -  5
 JF0477  PID         -  JF0477
 JF0477  STATE/COUNTY-  KS/DICKINSON
 JF0477  USGS QUAD   -  ABILENE (1979)
 JF0477
 JF0477                         *CURRENT SURVEY CONTROL
 JF0477  ___________________________________________________________________
 JF0477* NAD 83(1986)-  38 54 55.     (N)    097 13 20.     (W)     SCALED    
 JF0477* NAVD 88     -       352.502  (meters)    1156.50   (feet)  ADJUSTED  
 JF0477  ___________________________________________________________________
 JF0477  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 JF0477  DYNAMIC HT  -         352.259 (meters)    1155.70  (feet)  COMP
 JF0477  MODELED GRAV-     979,929.6   (mgal)                       NAVD 88
 JF0477
 JF0477  VERT ORDER  -  FIRST     CLASS II
 JF0477
 JF0477.The horizontal coordinates were scaled from a topographic map and have
 JF0477.an estimated accuracy of +/- 6 seconds.
 JF0477
 JF0477.The orthometric height was determined by differential leveling
 JF0477.and adjusted by the National Geodetic Survey in June 1991..
 JF0477.WARNING-Repeat measurements at this control monument indicate possible
 JF0477.vertical movement.
 JF0477
 JF0477.The geoid height was determined by GEOID03.
 JF0477
 JF0477.The dynamic height is computed by dividing the NAVD 88
 JF0477.geopotential number by the normal gravity value computed on the
 JF0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0477.degrees latitude (g = 980.6199 gals.).
 JF0477
 JF0477.The modeled gravity was interpolated from observed gravity values.
 JF0477
 JF0477;                    North         East    Units  Estimated Accuracy
 JF0477;SPC KS N     -    64,890.      467,450.      MT  (+/- 180 meters Scaled)
 JF0477
 JF0477                          SUPERSEDED SURVEY CONTROL
 JF0477
 JF0477  NGVD 29 (??/??/92)  352.40   (m)         1156.2    (f) COMPUTED    1 2
 JF0477
 JF0477.Superseded values are not recommended for survey control.
 JF0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0477.See file dsdata.txt to determine how the superseded data were derived.
 JF0477
 JF0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ541088(NAD 83)
 JF0477_MARKER: R = RIVET
 JF0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0477_SP_SET: BRIDGE ABUTMENT
 JF0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0477
 JF0477  HISTORY     - Date     Condition        Report By
 JF0477  HISTORY     - UNK      MONUMENTED       UPRR
 JF0477  HISTORY     - 1970     GOOD             NGS
 JF0477  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0477
 JF0477                          STATION DESCRIPTION
 JF0477
 JF0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0477'0.4 MI W FROM ABILENE.
 JF0477'ABOUT 0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0477'STATION AT ABILENE, 6.3 FEET NORTH OF THE NORTH RAIL, A 1/8-INCH
 JF0477'COPPER RIVET SET IN THE TOP OF THE NORTH END OF THE EAST
 JF0477'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 164.07 OVER MUD
 JF0477'CREEK, 0.7 FOOT NORTHEAST OF THE NORTHEAST CORNER OF THE METAL
 JF0477'FRAMEWORK OF THE BRIDGE, AND ABOUT 1 1/2 FEET BELOW THE
 JF0477'LEVEL OF THE TRACK.  SEC 16, T 13S, R 2E
 JF0477
 JF0477                          STATION RECOVERY (1986)
 JF0477
 JF0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0111 ***********************************************************************
 JF0111  DESIGNATION -  5
 JF0111  PID         -  JF0111
 JF0111  STATE/COUNTY-  KS/MORRIS
 JF0111  USGS QUAD   -  LAKE KAHOLA (1972)
 JF0111
 JF0111                         *CURRENT SURVEY CONTROL
 JF0111  ___________________________________________________________________
 JF0111* NAD 83(1986)-  38 36 26.     (N)    096 24 49.     (W)     SCALED    
 JF0111* NAVD 88     -       367.551  (meters)    1205.87   (feet)  ADJUSTED  
 JF0111  ___________________________________________________________________
 JF0111  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JF0111  DYNAMIC HT  -         367.293 (meters)    1205.03  (feet)  COMP
 JF0111  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 JF0111
 JF0111  VERT ORDER  -  SECOND    CLASS 0
 JF0111
 JF0111.The horizontal coordinates were scaled from a topographic map and have
 JF0111.an estimated accuracy of +/- 6 seconds.
 JF0111
 JF0111.The orthometric height was determined by differential leveling
 JF0111.and adjusted by the National Geodetic Survey in June 1991..
 JF0111
 JF0111.The geoid height was determined by GEOID03.
 JF0111
 JF0111.The dynamic height is computed by dividing the NAVD 88
 JF0111.geopotential number by the normal gravity value computed on the
 JF0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0111.degrees latitude (g = 980.6199 gals.).
 JF0111
 JF0111.The modeled gravity was interpolated from observed gravity values.
 JF0111
 JF0111;                    North         East    Units  Estimated Accuracy
 JF0111;SPC KS N     -    31,620.      538,180.      MT  (+/- 180 meters Scaled)
 JF0111
 JF0111                          SUPERSEDED SURVEY CONTROL
 JF0111
 JF0111  NGVD 29 (??/??/92)  367.410  (m)         1205.41   (f) ADJ UNCH    2 0
 JF0111
 JF0111.Superseded values are not recommended for survey control.
 JF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0111.See file dsdata.txt to determine how the superseded data were derived.
 JF0111
 JF0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH252763(NAD 83)
 JF0111_MARKER: Z = SEE DESCRIPTION
 JF0111_SETTING: 0 = UNSPECIFIED SETTING
 JF0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0111
 JF0111  HISTORY     - Date     Condition        Report By
 JF0111  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0111  HISTORY     - 1934     GOOD             NGS
 JF0111
 JF0111                          STATION DESCRIPTION
 JF0111
 JF0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0111'3.3 MI NW FROM DUNLAP.
 JF0111'ALONG M.K. AND T. RR. ON TOP OF S. END OF FLANGE OF RAIL SET
 JF0111'VERTICALLY IN THE GROUND, 15 YDS. S. OF MP 115 AND 9 YDS. W.
 JF0111'OF CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0760 ***********************************************************************
 KE0760  DESIGNATION -  50
 KE0760  PID         -  KE0760
 KE0760  STATE/COUNTY-  KS/SHAWNEE
 KE0760  USGS QUAD   -  GRANTVILLE (1983)
 KE0760
 KE0760                         *CURRENT SURVEY CONTROL
 KE0760  ___________________________________________________________________
 KE0760* NAD 83(1986)-  39 03 21.     (N)    095 37 06.     (W)     SCALED    
 KE0760* NAVD 88     -       268.607  (meters)     881.25   (feet)  POSTED    
 KE0760  ___________________________________________________________________
 KE0760  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KE0760  DYNAMIC HT  -         268.430 (meters)     880.67  (feet)  COMP
 KE0760  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 KE0760
 KE0760  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KE0760
 KE0760.The horizontal coordinates were scaled from a topographic map and have
 KE0760.an estimated accuracy of +/- 6 seconds.
 KE0760
 KE0760.The orthometric height was determined by differential leveling
 KE0760.and adjusted by the National Geodetic Survey in 1992..
 KE0760.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KE0760.rate of 4.1 thru 8.0 mm/km.
 KE0760
 KE0760.The geoid height was determined by GEOID03.
 KE0760
 KE0760.The dynamic height is computed by dividing the NAVD 88
 KE0760.geopotential number by the normal gravity value computed on the
 KE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0760.degrees latitude (g = 980.6199 gals.).
 KE0760
 KE0760.The modeled gravity was interpolated from observed gravity values.
 KE0760
 KE0760;                    North         East    Units  Estimated Accuracy
 KE0760;SPC KS N     -    82,920.      606,120.      MT  (+/- 180 meters Scaled)
 KE0760
 KE0760                          SUPERSEDED SURVEY CONTROL
 KE0760
 KE0760  NGVD 29 (??/??/92)  268.514  (m)          880.95   (f) ADJ UNCH    1 2
 KE0760
 KE0760.Superseded values are not recommended for survey control.
 KE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0760.See file dsdata.txt to determine how the superseded data were derived.
 KE0760
 KE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD734262(NAD 83)
 KE0760_MARKER: Z = SEE DESCRIPTION
 KE0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0760_SP_SET: RAIL
 KE0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0760
 KE0760  HISTORY     - Date     Condition        Report By
 KE0760  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0760  HISTORY     - 1940     GOOD             NGS
 KE0760  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0760
 KE0760                          STATION DESCRIPTION
 KE0760
 KE0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0760'2.7 MI E FROM TOPEKA.
 KE0760'2.7 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0760'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KE0760'ATCHISON TOPEKA AND SANTA FE RAILROAD, ACROSS TRACK AND 52
 KE0760'FEET EAST OF MILEPOST NO. 50, 8 FEET NORTH OF CENTER LINE OF
 KE0760'TRACK.  TOP OF VERTICAL RAIL PAINTED WHITE AND PROJECTING ABOUT
 KE0760'3 FEET.
 KE0760
 KE0760                          STATION RECOVERY (1986)
 KE0760
 KE0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0249 ***********************************************************************
 JF0249  DESIGNATION -  5+00
 JF0249  PID         -  JF0249
 JF0249  STATE/COUNTY-  KS/MARION
 JF0249  USGS QUAD   -  LINCOLNVILLE SW (1989)
 JF0249
 JF0249                         *CURRENT SURVEY CONTROL
 JF0249  ___________________________________________________________________
 JF0249* NAD 83(1986)-  38 17 07.     (N)    096 58 38.     (W)     SCALED    
 JF0249* NAVD 88     -       392.424  (meters)    1287.48   (feet)  ADJUSTED  
 JF0249  ___________________________________________________________________
 JF0249  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 JF0249  DYNAMIC HT  -         392.135 (meters)    1286.53  (feet)  COMP
 JF0249  MODELED GRAV-     979,881.6   (mgal)                       NAVD 88
 JF0249
 JF0249  VERT ORDER  -  SECOND    CLASS 0
 JF0249
 JF0249.The horizontal coordinates were scaled from a topographic map and have
 JF0249.an estimated accuracy of +/- 6 seconds.
 JF0249
 JF0249.The orthometric height was determined by differential leveling
 JF0249.and adjusted by the National Geodetic Survey in June 1991..
 JF0249
 JF0249.The geoid height was determined by GEOID03.
 JF0249
 JF0249.The dynamic height is computed by dividing the NAVD 88
 JF0249.geopotential number by the normal gravity value computed on the
 JF0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0249.degrees latitude (g = 980.6199 gals.).
 JF0249
 JF0249.The modeled gravity was interpolated from observed gravity values.
 JF0249
 JF0249;                    North         East    Units  Estimated Accuracy
 JF0249;SPC KS S     -   580,730.      533,220.      MT  (+/- 180 meters Scaled)
 JF0249
 JF0249                          SUPERSEDED SURVEY CONTROL
 JF0249
 JF0249  NGVD 29 (??/??/92)  392.267  (m)         1286.96   (f) ADJ UNCH    2 0
 JF0249
 JF0249.Superseded values are not recommended for survey control.
 JF0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0249.See file dsdata.txt to determine how the superseded data were derived.
 JF0249
 JF0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH769394(NAD 83)
 JF0249_MARKER: B = BOLT
 JF0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0249+STABILITY: SURFACE MOTION
 JF0249
 JF0249  HISTORY     - Date     Condition        Report By
 JF0249  HISTORY     - UNK      MONUMENTED       CGS
 JF0249  HISTORY     - 1934     GOOD             NGS
 JF0249
 JF0249                          STATION DESCRIPTION
 JF0249
 JF0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0249'5 MI N FROM FLORENCE.
 JF0249'5.0 MILES NORTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE
 JF0249'SANTA FE R.R. CO. AT MILE POST 5.  49 FT. R. OF, OR NORTH OF THE
 JF0249'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0285 ***********************************************************************
 JH0285  DESIGNATION -  500
 JH0285  PID         -  JH0285
 JH0285  STATE/COUNTY-  KS/HAMILTON
 JH0285  USGS QUAD   -  PLUM CREEK NORTH (1966)
 JH0285
 JH0285                         *CURRENT SURVEY CONTROL
 JH0285  ___________________________________________________________________
 JH0285* NAD 83(1986)-  38 09 39.     (N)    101 45 44.     (W)     SCALED    
 JH0285* NAVD 88     -      1096.42   (+/-2cm)    3597.2    (feet)  VERTCON   
 JH0285  ___________________________________________________________________
 JH0285  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 JH0285
 JH0285  VERT ORDER  -  ? (See Below)
 JH0285
 JH0285.The horizontal coordinates were scaled from a topographic map and have
 JH0285.an estimated accuracy of +/- 6 seconds.
 JH0285
 JH0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0285.The vertical order pertains to the NGVD 29 superseded value.
 JH0285
 JH0285.The geoid height was determined by GEOID03.
 JH0285
 JH0285;                    North         East    Units  Estimated Accuracy
 JH0285;SPC KS S     -   570,830.      114,170.      MT  (+/- 180 meters Scaled)
 JH0285
 JH0285                          SUPERSEDED SURVEY CONTROL
 JH0285
 JH0285  NGVD 29 (??/??/92) 1095.982  (m)         3595.73   (f) ADJ UNCH    ?  
 JH0285
 JH0285.Superseded values are not recommended for survey control.
 JH0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0285.See file dsdata.txt to determine how the superseded data were derived.
 JH0285
 JH0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH579272(NAD 83)
 JH0285_MARKER: DD = SURVEY DISK
 JH0285_SETTING: 0 = UNSPECIFIED SETTING
 JH0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0285
 JH0285  HISTORY     - Date     Condition        Report By
 JH0285  HISTORY     - UNK      MONUMENTED       KSHC
 JH0285  HISTORY     - 1934     GOOD             NGS
 JH0285
 JH0285                          STATION DESCRIPTION
 JH0285
 JH0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0285'12 MI N FROM SYRACUSE.
 JH0285'12.0 MILES NORTH ALONG STATE HIGHWAY 27 FROM SYRACUSE, HAMILTON
 JH0285'COUNTY.  NOTE-- A DETAILED DESCRIPTION FOR THIS BENCH MARK IS NOT
 JH0285'AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0534 ***********************************************************************
 JF0534  DESIGNATION -  50+360
 JF0534  PID         -  JF0534
 JF0534  STATE/COUNTY-  KS/DICKINSON
 JF0534  USGS QUAD   -  CHAPMAN (1979)
 JF0534
 JF0534                         *CURRENT SURVEY CONTROL
 JF0534  ___________________________________________________________________
 JF0534* NAD 83(1986)-  38 52 31.     (N)    097 06 54.     (W)     SCALED    
 JF0534* NAVD 88     -       367.658  (meters)    1206.22   (feet)  ADJUSTED  
 JF0534  ___________________________________________________________________
 JF0534  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 JF0534  DYNAMIC HT  -         367.397 (meters)    1205.37  (feet)  COMP
 JF0534  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 JF0534
 JF0534  VERT ORDER  -  SECOND    CLASS 0
 JF0534
 JF0534.The horizontal coordinates were scaled from a topographic map and have
 JF0534.an estimated accuracy of +/- 6 seconds.
 JF0534
 JF0534.The orthometric height was determined by differential leveling
 JF0534.and adjusted by the National Geodetic Survey in June 1991..
 JF0534
 JF0534.The geoid height was determined by GEOID03.
 JF0534
 JF0534.The dynamic height is computed by dividing the NAVD 88
 JF0534.geopotential number by the normal gravity value computed on the
 JF0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0534.degrees latitude (g = 980.6199 gals.).
 JF0534
 JF0534.The modeled gravity was interpolated from observed gravity values.
 JF0534
 JF0534;                    North         East    Units  Estimated Accuracy
 JF0534;SPC KS N     -    60,540.      476,800.      MT  (+/- 180 meters Scaled)
 JF0534
 JF0534                          SUPERSEDED SURVEY CONTROL
 JF0534
 JF0534  NGVD 29 (??/??/92)  367.534  (m)         1205.82   (f) ADJ UNCH    2 0
 JF0534
 JF0534.Superseded values are not recommended for survey control.
 JF0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0534.See file dsdata.txt to determine how the superseded data were derived.
 JF0534
 JF0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ635046(NAD 83)
 JF0534_MARKER: B = BOLT
 JF0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0534+STABILITY: SURFACE MOTION
 JF0534
 JF0534  HISTORY     - Date     Condition        Report By
 JF0534  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0534  HISTORY     - 1934     GOOD             NGS
 JF0534
 JF0534                          STATION DESCRIPTION
 JF0534
 JF0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0534'2.1 MI S FROM ENTERPRISE.
 JF0534'2.1 MI. SOUTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0534'FE R.R. CO.  360 FT. NORTH OF MILE POST 50.  50 FT. RIGHT OR
 JF0534'EAST OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0933 ***********************************************************************
 KE0933  DESIGNATION -  5061+4/10
 KE0933  PID         -  KE0933
 KE0933  STATE/COUNTY-  KS/BROWN
 KE0933  USGS QUAD   -  RESERVE (1960)
 KE0933
 KE0933                         *CURRENT SURVEY CONTROL
 KE0933  ___________________________________________________________________
 KE0933* NAD 83(1986)-  39 59 22.     (N)    095 33 52.     (W)     SCALED    
 KE0933* NAVD 88     -       273.597  (meters)     897.63   (feet)  ADJUSTED  
 KE0933  ___________________________________________________________________
 KE0933  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 KE0933  DYNAMIC HT  -         273.442 (meters)     897.12  (feet)  COMP
 KE0933  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 KE0933
 KE0933  VERT ORDER  -  SECOND    CLASS 0
 KE0933
 KE0933.The horizontal coordinates were scaled from a topographic map and have
 KE0933.an estimated accuracy of +/- 6 seconds.
 KE0933
 KE0933.The orthometric height was determined by differential leveling
 KE0933.and adjusted by the National Geodetic Survey in June 1991..
 KE0933
 KE0933.The geoid height was determined by GEOID03.
 KE0933
 KE0933.The dynamic height is computed by dividing the NAVD 88
 KE0933.geopotential number by the normal gravity value computed on the
 KE0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0933.degrees latitude (g = 980.6199 gals.).
 KE0933
 KE0933.The modeled gravity was interpolated from observed gravity values.
 KE0933
 KE0933;                    North         East    Units  Estimated Accuracy
 KE0933;SPC KS N     -   186,660.      608,000.      MT  (+/- 180 meters Scaled)
 KE0933
 KE0933                          SUPERSEDED SURVEY CONTROL
 KE0933
 KE0933  NGVD 29 (??/??/92)  273.516  (m)          897.36   (f) ADJ UNCH    2 0
 KE0933
 KE0933.Superseded values are not recommended for survey control.
 KE0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0933.See file dsdata.txt to determine how the superseded data were derived.
 KE0933
 KE0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE810297(NAD 83)
 KE0933_MARKER: B = BOLT
 KE0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0933+STABILITY: SURFACE MOTION
 KE0933
 KE0933  HISTORY     - Date     Condition        Report By
 KE0933  HISTORY     - UNK      MONUMENTED       MPRR
 KE0933  HISTORY     - 1948     GOOD             NGS
 KE0933
 KE0933                          STATION DESCRIPTION
 KE0933
 KE0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0933'0.9 MI N FROM RESERVE.
 KE0933'0.9 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0933'STATION AT RESERVE, SIX POLES NORTHWEST ALONG THE TRACK FROM A
 KE0933'SIGNAL BLOCK AND OPPOSITE MILEPOST NO. 380, 30.6 FEET SOUTHWEST
 KE0933'OF MILEPOST NO. 380, 8.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 KE0933'THE TRACK, A COPPER BOLT SET IN THE TOP OF AN 8.0 INCH SQUARE
 KE0933'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0766 ***********************************************************************
 KE0766  DESIGNATION -  51
 KE0766  PID         -  KE0766
 KE0766  STATE/COUNTY-  KS/SHAWNEE
 KE0766  USGS QUAD   -  TOPEKA (1983)
 KE0766
 KE0766                         *CURRENT SURVEY CONTROL
 KE0766  ___________________________________________________________________
 KE0766* NAD 83(1986)-  39 03 19.     (N)    095 38 13.     (W)     SCALED    
 KE0766* NAVD 88     -       269.676  (meters)     884.76   (feet)  ADJUSTED  
 KE0766  ___________________________________________________________________
 KE0766  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KE0766  DYNAMIC HT  -         269.500 (meters)     884.18  (feet)  COMP
 KE0766  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 KE0766
 KE0766  VERT ORDER  -  FIRST     CLASS II
 KE0766
 KE0766.The horizontal coordinates were scaled from a topographic map and have
 KE0766.an estimated accuracy of +/- 6 seconds.
 KE0766
 KE0766.The orthometric height was determined by differential leveling
 KE0766.and adjusted by the National Geodetic Survey in June 1991..
 KE0766
 KE0766.The geoid height was determined by GEOID03.
 KE0766
 KE0766.The dynamic height is computed by dividing the NAVD 88
 KE0766.geopotential number by the normal gravity value computed on the
 KE0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0766.degrees latitude (g = 980.6199 gals.).
 KE0766
 KE0766.The modeled gravity was interpolated from observed gravity values.
 KE0766
 KE0766;                    North         East    Units  Estimated Accuracy
 KE0766;SPC KS N     -    82,810.      604,510.      MT  (+/- 180 meters Scaled)
 KE0766
 KE0766                          SUPERSEDED SURVEY CONTROL
 KE0766
 KE0766  NGVD 29 (??/??/92)  269.587  (m)          884.47   (f) ADJ UNCH    1 2
 KE0766
 KE0766.Superseded values are not recommended for survey control.
 KE0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0766.See file dsdata.txt to determine how the superseded data were derived.
 KE0766
 KE0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD718262(NAD 83)
 KE0766_MARKER: Z = SEE DESCRIPTION
 KE0766_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0766_SP_SET: RAIL
 KE0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0766
 KE0766  HISTORY     - Date     Condition        Report By
 KE0766  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0766  HISTORY     - 1940     GOOD             NGS
 KE0766  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0766
 KE0766                          STATION DESCRIPTION
 KE0766
 KE0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0766'1.7 MI E FROM TOPEKA.
 KE0766'1.7 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0766'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KE0766'ATCHISON TOPEKA AND SANTA FE RAILROAD, NORTH ACROSS TRACKS FROM
 KE0766'MILEPOST NO. 51, 8 FEET NORTH OF CENTER LINE OF TRACK.  TOP
 KE0766'OF VERTICAL RAIL PAINTED WHITE PROJECTING ABOUT 3.5 FEET.
 KE0766
 KE0766                          STATION RECOVERY (1986)
 KE0766
 KE0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0535 ***********************************************************************
 JF0535  DESIGNATION -  51+00
 JF0535  PID         -  JF0535
 JF0535  STATE/COUNTY-  KS/DICKINSON
 JF0535  USGS QUAD   -  CHAPMAN (1979)
 JF0535
 JF0535                         *CURRENT SURVEY CONTROL
 JF0535  ___________________________________________________________________
 JF0535* NAD 83(1986)-  38 53 17.     (N)    097 07 08.     (W)     SCALED    
 JF0535* NAVD 88     -       354.872  (meters)    1164.28   (feet)  ADJUSTED  
 JF0535  ___________________________________________________________________
 JF0535  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 JF0535  DYNAMIC HT  -         354.620 (meters)    1163.45  (feet)  COMP
 JF0535  MODELED GRAV-     979,910.6   (mgal)                       NAVD 88
 JF0535
 JF0535  VERT ORDER  -  SECOND    CLASS 0
 JF0535
 JF0535.The horizontal coordinates were scaled from a topographic map and have
 JF0535.an estimated accuracy of +/- 6 seconds.
 JF0535
 JF0535.The orthometric height was determined by differential leveling
 JF0535.and adjusted by the National Geodetic Survey in June 1991..
 JF0535
 JF0535.The geoid height was determined by GEOID03.
 JF0535
 JF0535.The dynamic height is computed by dividing the NAVD 88
 JF0535.geopotential number by the normal gravity value computed on the
 JF0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0535.degrees latitude (g = 980.6199 gals.).
 JF0535
 JF0535.The modeled gravity was interpolated from observed gravity values.
 JF0535
 JF0535;                    North         East    Units  Estimated Accuracy
 JF0535;SPC KS N     -    61,950.      476,450.      MT  (+/- 180 meters Scaled)
 JF0535
 JF0535                          SUPERSEDED SURVEY CONTROL
 JF0535
 JF0535  NGVD 29 (??/??/92)  354.755  (m)         1163.89   (f) ADJ UNCH    2 0
 JF0535
 JF0535.Superseded values are not recommended for survey control.
 JF0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0535.See file dsdata.txt to determine how the superseded data were derived.
 JF0535
 JF0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ631060(NAD 83)
 JF0535_MARKER: B = BOLT
 JF0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0535+STABILITY: SURFACE MOTION
 JF0535
 JF0535  HISTORY     - Date     Condition        Report By
 JF0535  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0535  HISTORY     - 1934     GOOD             NGS
 JF0535
 JF0535                          STATION DESCRIPTION
 JF0535
 JF0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0535'1.2 MI S FROM ENTERPRISE.
 JF0535'1.2 MILES SOUTH BY RAIL LOCATED ALONG THE R. OF W. OF THE
 JF0535'SANTA FE R.R. CO.  AT MILE POST 51.  50 FT. RIGHT OR EAST OF THE
 JF0535'CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0010 ***********************************************************************
 KG0010  DESIGNATION -  515
 KG0010  PID         -  KG0010
 KG0010  STATE/COUNTY-  KS/JEWELL
 KG0010  USGS QUAD   -  JEWELL (1969)
 KG0010
 KG0010                         *CURRENT SURVEY CONTROL
 KG0010  ___________________________________________________________________
 KG0010* NAD 83(1986)-  39 42 06.     (N)    098 10 09.     (W)     SCALED    
 KG0010* NAVD 88     -       477.890  (meters)    1567.88   (feet)  ADJUSTED  
 KG0010  ___________________________________________________________________
 KG0010  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 KG0010  DYNAMIC HT  -         477.597 (meters)    1566.92  (feet)  COMP
 KG0010  MODELED GRAV-     979,999.0   (mgal)                       NAVD 88
 KG0010
 KG0010  VERT ORDER  -  SECOND    CLASS 0
 KG0010
 KG0010.The horizontal coordinates were scaled from a topographic map and have
 KG0010.an estimated accuracy of +/- 6 seconds.
 KG0010
 KG0010.The orthometric height was determined by differential leveling
 KG0010.and adjusted by the National Geodetic Survey in June 1991..
 KG0010
 KG0010.The geoid height was determined by GEOID03.
 KG0010
 KG0010.The dynamic height is computed by dividing the NAVD 88
 KG0010.geopotential number by the normal gravity value computed on the
 KG0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0010.degrees latitude (g = 980.6199 gals.).
 KG0010
 KG0010.The modeled gravity was interpolated from observed gravity values.
 KG0010
 KG0010;                    North         East    Units  Estimated Accuracy
 KG0010;SPC KS N     -   151,920.      385,490.      MT  (+/- 180 meters Scaled)
 KG0010
 KG0010                          SUPERSEDED SURVEY CONTROL
 KG0010
 KG0010  NGVD 29 (??/??/92)  477.705  (m)         1567.27   (f) ADJ UNCH    2 0
 KG0010
 KG0010.Superseded values are not recommended for survey control.
 KG0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0010.See file dsdata.txt to determine how the superseded data were derived.
 KG0010
 KG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ712949(NAD 83)
 KG0010_MARKER: Z = SEE DESCRIPTION
 KG0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0010_SP_SET: MILEPOST
 KG0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0010
 KG0010  HISTORY     - Date     Condition        Report By
 KG0010  HISTORY     - UNK      MONUMENTED       MPRR
 KG0010  HISTORY     - 1934     GOOD             NGS
 KG0010
 KG0010                          STATION DESCRIPTION
 KG0010
 KG0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0010'2.4 MI N FROM JEWELL.
 KG0010'2.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CITY
 KG0010'PUMPING PLANT AT JEWELL, JEWELL COUNTY, IN THE TOP OF MILEPOST 515,
 KG0010'AND 10 FEET EAST OF THE CENTER LINE OF THE TRACK.  A COPPER ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0074 ***********************************************************************
 JG0074  DESIGNATION -  520
 JG0074  PID         -  JG0074
 JG0074  STATE/COUNTY-  KS/RICE
 JG0074  USGS QUAD   -  CRAWFORD (1964)
 JG0074
 JG0074                         *CURRENT SURVEY CONTROL
 JG0074  ___________________________________________________________________
 JG0074* NAD 83(1986)-  38 30 53.     (N)    098 04 17.     (W)     SCALED    
 JG0074* NAVD 88     -       516.620  (meters)    1694.94   (feet)  ADJUSTED  
 JG0074  ___________________________________________________________________
 JG0074  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 JG0074  DYNAMIC HT  -         516.239 (meters)    1693.69  (feet)  COMP
 JG0074  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 JG0074
 JG0074  VERT ORDER  -  SECOND    CLASS 0
 JG0074
 JG0074.The horizontal coordinates were scaled from a topographic map and have
 JG0074.an estimated accuracy of +/- 6 seconds.
 JG0074
 JG0074.The orthometric height was determined by differential leveling
 JG0074.and adjusted by the National Geodetic Survey in June 1991..
 JG0074
 JG0074.The geoid height was determined by GEOID03.
 JG0074
 JG0074.The dynamic height is computed by dividing the NAVD 88
 JG0074.geopotential number by the normal gravity value computed on the
 JG0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0074.degrees latitude (g = 980.6199 gals.).
 JG0074
 JG0074.The modeled gravity was interpolated from observed gravity values.
 JG0074
 JG0074;                    North         East    Units  Estimated Accuracy
 JG0074;SPC KS S     -   605,200.      437,380.      MT  (+/- 180 meters Scaled)
 JG0074
 JG0074                          SUPERSEDED SURVEY CONTROL
 JG0074
 JG0074  NGVD 29 (??/??/92)  516.460  (m)         1694.42   (f) ADJ UNCH    2 0
 JG0074
 JG0074.Superseded values are not recommended for survey control.
 JG0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0074.See file dsdata.txt to determine how the superseded data were derived.
 JG0074
 JG0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH809633(NAD 83)
 JG0074_MARKER: DD = SURVEY DISK
 JG0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0074_SP_SET: CONCRETE FIVE-MILE MARKER
 JG0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0074
 JG0074  HISTORY     - Date     Condition        Report By
 JG0074  HISTORY     - UNK      MONUMENTED       MPRR
 JG0074  HISTORY     - 1934     GOOD             NGS
 JG0074
 JG0074                          STATION DESCRIPTION
 JG0074
 JG0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0074'9.8 MI E FROM FREDERICK.
 JG0074'9.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CROSSING
 JG0074'OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT FREDERICK, RICE COUNTY,
 JG0074'AND 11 FEET NORTH OF THE CENTER LINE OF THE TRACK.  THE TOP OF A
 JG0074'CONCRETE FIVE-MILE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0014 ***********************************************************************
 KG0014  DESIGNATION -  520
 KG0014  PID         -  KG0014
 KG0014  STATE/COUNTY-  KS/JEWELL
 KG0014  USGS QUAD   -  MANKATO (1969)
 KG0014
 KG0014                         *CURRENT SURVEY CONTROL
 KG0014  ___________________________________________________________________
 KG0014* NAD 83(1986)-  39 46 08.     (N)    098 11 20.     (W)     SCALED    
 KG0014* NAVD 88     -       511.785  (meters)    1679.08   (feet)  ADJUSTED  
 KG0014  ___________________________________________________________________
 KG0014  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 KG0014  DYNAMIC HT  -         511.468 (meters)    1678.04  (feet)  COMP
 KG0014  MODELED GRAV-     979,990.8   (mgal)                       NAVD 88
 KG0014
 KG0014  VERT ORDER  -  SECOND    CLASS 0
 KG0014
 KG0014.The horizontal coordinates were scaled from a topographic map and have
 KG0014.an estimated accuracy of +/- 6 seconds.
 KG0014
 KG0014.The orthometric height was determined by differential leveling
 KG0014.and adjusted by the National Geodetic Survey in June 1991..
 KG0014
 KG0014.The geoid height was determined by GEOID03.
 KG0014
 KG0014.The dynamic height is computed by dividing the NAVD 88
 KG0014.geopotential number by the normal gravity value computed on the
 KG0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0014.degrees latitude (g = 980.6199 gals.).
 KG0014
 KG0014.The modeled gravity was interpolated from observed gravity values.
 KG0014
 KG0014;                    North         East    Units  Estimated Accuracy
 KG0014;SPC KS N     -   159,390.      383,820.      MT  (+/- 180 meters Scaled)
 KG0014
 KG0014                          SUPERSEDED SURVEY CONTROL
 KG0014
 KG0014  NGVD 29 (??/??/92)  511.589  (m)         1678.44   (f) ADJ UNCH    2 0
 KG0014
 KG0014.Superseded values are not recommended for survey control.
 KG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0014.See file dsdata.txt to determine how the superseded data were derived.
 KG0014
 KG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK694024(NAD 83)
 KG0014_MARKER: Z = SEE DESCRIPTION
 KG0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0014_SP_SET: MILEPOST
 KG0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0014
 KG0014  HISTORY     - Date     Condition        Report By
 KG0014  HISTORY     - UNK      MONUMENTED       MPRR
 KG0014  HISTORY     - 1934     GOOD             NGS
 KG0014  HISTORY     - 1968     MARK NOT FOUND   USGS
 KG0014
 KG0014                          STATION DESCRIPTION
 KG0014
 KG0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0014'1.6 MI S FROM MANKATO.
 KG0014'1.6 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0014'STATION AT MANKATO, JEWELL COUNTY, IN THE TOP OF MILEPOST 520,
 KG0014'NEAR THE NORTHWEST END OF A CUT, AND 10 FEET NORTHEAST OF THE
 KG0014'CENTER LINE OF THE TRACK.  A COPPER ROD.
 KG0014
 KG0014                          STATION RECOVERY (1968)
 KG0014
 KG0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KG0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0078 ***********************************************************************
 JG0078  DESIGNATION -  525
 JG0078  PID         -  JG0078
 JG0078  STATE/COUNTY-  KS/RICE
 JG0078  USGS QUAD   -  GENESEO (1978)
 JG0078
 JG0078                         *CURRENT SURVEY CONTROL
 JG0078  ___________________________________________________________________
 JG0078* NAD 83(1986)-  38 30 49.     (N)    098 09 51.     (W)     SCALED    
 JG0078* NAVD 88     -       532.434  (meters)    1746.83   (feet)  ADJUSTED  
 JG0078  ___________________________________________________________________
 JG0078  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 JG0078  DYNAMIC HT  -         532.040 (meters)    1745.53  (feet)  COMP
 JG0078  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 JG0078
 JG0078  VERT ORDER  -  SECOND    CLASS 0
 JG0078
 JG0078.The horizontal coordinates were scaled from a topographic map and have
 JG0078.an estimated accuracy of +/- 6 seconds.
 JG0078
 JG0078.The orthometric height was determined by differential leveling
 JG0078.and adjusted by the National Geodetic Survey in June 1991..
 JG0078
 JG0078.The geoid height was determined by GEOID03.
 JG0078
 JG0078.The dynamic height is computed by dividing the NAVD 88
 JG0078.geopotential number by the normal gravity value computed on the
 JG0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0078.degrees latitude (g = 980.6199 gals.).
 JG0078
 JG0078.The modeled gravity was interpolated from observed gravity values.
 JG0078
 JG0078;                    North         East    Units  Estimated Accuracy
 JG0078;SPC KS S     -   605,040.      429,290.      MT  (+/- 180 meters Scaled)
 JG0078
 JG0078                          SUPERSEDED SURVEY CONTROL
 JG0078
 JG0078  NGVD 29 (??/??/92)  532.272  (m)         1746.30   (f) ADJ UNCH    2 0
 JG0078
 JG0078.Superseded values are not recommended for survey control.
 JG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0078.See file dsdata.txt to determine how the superseded data were derived.
 JG0078
 JG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH728631(NAD 83)
 JG0078_MARKER: DD = SURVEY DISK
 JG0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0078_SP_SET: CONCRETE FIVE-MILE MARKER
 JG0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0078
 JG0078  HISTORY     - Date     Condition        Report By
 JG0078  HISTORY     - UNK      MONUMENTED       MPRR
 JG0078  HISTORY     - 1934     GOOD             NGS
 JG0078
 JG0078                          STATION DESCRIPTION
 JG0078
 JG0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0078'4.8 MI E FROM FREDERICK.
 JG0078'4.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0078'CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT FREDERICK,
 JG0078'RICE COUNTY, 60 FEET WEST OF A WATER TANK, AND 12 FEET NORTH
 JG0078'OF THE CENTER LINE OF THE TRACK.  THE TOP OF A CONCRETE
 JG0078'FIVE-MILE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0019 ***********************************************************************
 KG0019  DESIGNATION -  525
 KG0019  PID         -  KG0019
 KG0019  STATE/COUNTY-  KS/JEWELL
 KG0019  USGS QUAD   -  BURR OAK (1968)
 KG0019
 KG0019                         *CURRENT SURVEY CONTROL
 KG0019  ___________________________________________________________________
 KG0019* NAD 83(1986)-  39 49 13.     (N)    098 15 08.     (W)     SCALED    
 KG0019* NAVD 88     -       560.062  (meters)    1837.47   (feet)  ADJUSTED  
 KG0019  ___________________________________________________________________
 KG0019  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 KG0019  DYNAMIC HT  -         559.715 (meters)    1836.33  (feet)  COMP
 KG0019  MODELED GRAV-     979,989.0   (mgal)                       NAVD 88
 KG0019
 KG0019  VERT ORDER  -  SECOND    CLASS 0
 KG0019
 KG0019.The horizontal coordinates were scaled from a topographic map and have
 KG0019.an estimated accuracy of +/- 6 seconds.
 KG0019
 KG0019.The orthometric height was determined by differential leveling
 KG0019.and adjusted by the National Geodetic Survey in June 1991..
 KG0019
 KG0019.The geoid height was determined by GEOID03.
 KG0019
 KG0019.The dynamic height is computed by dividing the NAVD 88
 KG0019.geopotential number by the normal gravity value computed on the
 KG0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0019.degrees latitude (g = 980.6199 gals.).
 KG0019
 KG0019.The modeled gravity was interpolated from observed gravity values.
 KG0019
 KG0019;                    North         East    Units  Estimated Accuracy
 KG0019;SPC KS N     -   165,100.      378,410.      MT  (+/- 180 meters Scaled)
 KG0019
 KG0019                          SUPERSEDED SURVEY CONTROL
 KG0019
 KG0019  NGVD 29 (??/??/92)  559.860  (m)         1836.81   (f) ADJ UNCH    2 0
 KG0019
 KG0019.Superseded values are not recommended for survey control.
 KG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0019.See file dsdata.txt to determine how the superseded data were derived.
 KG0019
 KG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK639080(NAD 83)
 KG0019_MARKER: Z = SEE DESCRIPTION
 KG0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0019_SP_SET: MILEPOST
 KG0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0019
 KG0019  HISTORY     - Date     Condition        Report By
 KG0019  HISTORY     - UNK      MONUMENTED       MPRR
 KG0019  HISTORY     - 1934     GOOD             NGS
 KG0019
 KG0019                          STATION DESCRIPTION
 KG0019
 KG0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0019'3.5 MI NW FROM MANKATO.
 KG0019'3.5 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KG0019'THE STATION AT MANKATO, JEWELL COUNTY, 4.8 MILES SOUTHEAST OF
 KG0019'BURR OAK, IN THE TOP OF MILEPOST 525, AND 10 FEET NORTHEAST OF
 KG0019'THE CENTER LINE OF THE TRACK.  A COPPER ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0083 ***********************************************************************
 JG0083  DESIGNATION -  530
 JG0083  PID         -  JG0083
 JG0083  STATE/COUNTY-  KS/RICE
 JG0083  USGS QUAD   -  LORRAINE (1979)
 JG0083
 JG0083                         *CURRENT SURVEY CONTROL
 JG0083  ___________________________________________________________________
 JG0083* NAD 83(1986)-  38 30 54.     (N)    098 15 16.     (W)     SCALED    
 JG0083* NAVD 88     -       540.012  (meters)    1771.69   (feet)  ADJUSTED  
 JG0083  ___________________________________________________________________
 JG0083  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 JG0083  DYNAMIC HT  -         539.614 (meters)    1770.38  (feet)  COMP
 JG0083  MODELED GRAV-     979,874.6   (mgal)                       NAVD 88
 JG0083
 JG0083  VERT ORDER  -  SECOND    CLASS 0
 JG0083
 JG0083.The horizontal coordinates were scaled from a topographic map and have
 JG0083.an estimated accuracy of +/- 6 seconds.
 JG0083
 JG0083.The orthometric height was determined by differential leveling
 JG0083.and adjusted by the National Geodetic Survey in June 1991..
 JG0083
 JG0083.The geoid height was determined by GEOID03.
 JG0083
 JG0083.The dynamic height is computed by dividing the NAVD 88
 JG0083.geopotential number by the normal gravity value computed on the
 JG0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0083.degrees latitude (g = 980.6199 gals.).
 JG0083
 JG0083.The modeled gravity was interpolated from observed gravity values.
 JG0083
 JG0083;                    North         East    Units  Estimated Accuracy
 JG0083;SPC KS S     -   605,170.      421,420.      MT  (+/- 180 meters Scaled)
 JG0083
 JG0083                          SUPERSEDED SURVEY CONTROL
 JG0083
 JG0083  NGVD 29 (??/??/92)  539.849  (m)         1771.15   (f) ADJ UNCH    2 0
 JG0083
 JG0083.Superseded values are not recommended for survey control.
 JG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0083.See file dsdata.txt to determine how the superseded data were derived.
 JG0083
 JG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH649632(NAD 83)
 JG0083_MARKER: DD = SURVEY DISK
 JG0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0083_SP_SET: CONCRETE FIVE-MILE MARKER
 JG0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0083
 JG0083  HISTORY     - Date     Condition        Report By
 JG0083  HISTORY     - UNK      MONUMENTED       MPRR
 JG0083  HISTORY     - 1934     GOOD             NGS
 JG0083
 JG0083                          STATION DESCRIPTION
 JG0083
 JG0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0083'0.2 MI W FROM FREDERICK JUNCTION.
 JG0083'0.2 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0083'CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT FREDERICK
 JG0083'JUNCTION, RICE COUNTY, AND 11 FEET NORTH OF THE CENTER LINE
 JG0083'OF THE TRACK.  THE TOP OF A CONCRETE FIVE-MILE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0087 ***********************************************************************
 JG0087  DESIGNATION -  535
 JG0087  PID         -  JG0087
 JG0087  STATE/COUNTY-  KS/RICE
 JG0087  USGS QUAD   -  LORRAINE (1979)
 JG0087
 JG0087                         *CURRENT SURVEY CONTROL
 JG0087  ___________________________________________________________________
 JG0087* NAD 83(1986)-  38 30 52.     (N)    098 20 59.     (W)     SCALED    
 JG0087* NAVD 88     -       533.967  (meters)    1751.86   (feet)  ADJUSTED  
 JG0087  ___________________________________________________________________
 JG0087  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 JG0087  DYNAMIC HT  -         533.574 (meters)    1750.57  (feet)  COMP
 JG0087  MODELED GRAV-     979,876.2   (mgal)                       NAVD 88
 JG0087
 JG0087  VERT ORDER  -  SECOND    CLASS 0
 JG0087
 JG0087.The horizontal coordinates were scaled from a topographic map and have
 JG0087.an estimated accuracy of +/- 6 seconds.
 JG0087
 JG0087.The orthometric height was determined by differential leveling
 JG0087.and adjusted by the National Geodetic Survey in June 1991..
 JG0087
 JG0087.The geoid height was determined by GEOID03.
 JG0087
 JG0087.The dynamic height is computed by dividing the NAVD 88
 JG0087.geopotential number by the normal gravity value computed on the
 JG0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0087.degrees latitude (g = 980.6199 gals.).
 JG0087
 JG0087.The modeled gravity was interpolated from observed gravity values.
 JG0087
 JG0087;                    North         East    Units  Estimated Accuracy
 JG0087;SPC KS S     -   605,090.      413,110.      MT  (+/- 180 meters Scaled)
 JG0087
 JG0087                          SUPERSEDED SURVEY CONTROL
 JG0087
 JG0087  NGVD 29 (??/??/92)  533.795  (m)         1751.29   (f) ADJ UNCH    2 0
 JG0087
 JG0087.Superseded values are not recommended for survey control.
 JG0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0087.See file dsdata.txt to determine how the superseded data were derived.
 JG0087
 JG0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH566630(NAD 83)
 JG0087_MARKER: DD = SURVEY DISK
 JG0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0087_SP_SET: CONCRETE FIVE-MILE MARKER
 JG0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0087
 JG0087  HISTORY     - Date     Condition        Report By
 JG0087  HISTORY     - UNK      MONUMENTED       MPRR
 JG0087  HISTORY     - 1934     GOOD             NGS
 JG0087
 JG0087                          STATION DESCRIPTION
 JG0087
 JG0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0087'5.3 MI W FROM FREDERICK.
 JG0087'5.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0087'CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT FREDERICK,
 JG0087'RICE COUNTY, AND 11 FEET NORTH OF THE CENTER LINE OF THE TRACK.
 JG0087'THE TOP OF A CONCRETE FIVE-MILE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0090 ***********************************************************************
 JG0090  DESIGNATION -  540
 JG0090  PID         -  JG0090
 JG0090  STATE/COUNTY-  KS/RICE
 JG0090  USGS QUAD   -  HOLYROOD (1964)
 JG0090
 JG0090                         *CURRENT SURVEY CONTROL
 JG0090  ___________________________________________________________________
 JG0090* NAD 83(1986)-  38 30 52.     (N)    098 26 34.     (W)     SCALED    
 JG0090* NAVD 88     -       544.758  (meters)    1787.26   (feet)  ADJUSTED  
 JG0090  ___________________________________________________________________
 JG0090  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 JG0090  DYNAMIC HT  -         544.360 (meters)    1785.95  (feet)  COMP
 JG0090  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 JG0090
 JG0090  VERT ORDER  -  SECOND    CLASS 0
 JG0090
 JG0090.The horizontal coordinates were scaled from a topographic map and have
 JG0090.an estimated accuracy of +/- 6 seconds.
 JG0090
 JG0090.The orthometric height was determined by differential leveling
 JG0090.and adjusted by the National Geodetic Survey in June 1991..
 JG0090
 JG0090.The geoid height was determined by GEOID03.
 JG0090
 JG0090.The dynamic height is computed by dividing the NAVD 88
 JG0090.geopotential number by the normal gravity value computed on the
 JG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0090.degrees latitude (g = 980.6199 gals.).
 JG0090
 JG0090.The modeled gravity was interpolated from observed gravity values.
 JG0090
 JG0090;                    North         East    Units  Estimated Accuracy
 JG0090;SPC KS S     -   605,080.      404,990.      MT  (+/- 180 meters Scaled)
 JG0090
 JG0090                          SUPERSEDED SURVEY CONTROL
 JG0090
 JG0090  NGVD 29 (??/??/92)  544.576  (m)         1786.66   (f) ADJ UNCH    2 0
 JG0090
 JG0090.Superseded values are not recommended for survey control.
 JG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0090.See file dsdata.txt to determine how the superseded data were derived.
 JG0090
 JG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH485630(NAD 83)
 JG0090_MARKER: DD = SURVEY DISK
 JG0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0090_SP_SET: CONCRETE FIVE-MILE MARKER
 JG0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0090
 JG0090  HISTORY     - Date     Condition        Report By
 JG0090  HISTORY     - UNK      MONUMENTED       MPRR
 JG0090  HISTORY     - 1934     GOOD             NGS
 JG0090
 JG0090                          STATION DESCRIPTION
 JG0090
 JG0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0090'10.3 MI W FROM FREDERICK.
 JG0090'10.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0090'CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT FREDERICK,
 JG0090'RICE COUNTY, AND 11 FEET NORTH OF THE TRACK.  THE TOP OF A
 JG0090'CONCRETE FIVE-MILE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0039 ***********************************************************************
 HF0039  DESIGNATION -  55
 HF0039  PID         -  HF0039
 HF0039  STATE/COUNTY-  KS/GREENWOOD
 HF0039  USGS QUAD   -  SEVERY NORTH (1975)
 HF0039
 HF0039                         *CURRENT SURVEY CONTROL
 HF0039  ___________________________________________________________________
 HF0039* NAD 83(1986)-  37 43 46.     (N)    096 13 38.     (W)     SCALED    
 HF0039* NAVD 88     -       312.140  (meters)    1024.08   (feet)  ADJUSTED  
 HF0039  ___________________________________________________________________
 HF0039  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HF0039  DYNAMIC HT  -         311.895 (meters)    1023.28  (feet)  COMP
 HF0039  MODELED GRAV-     979,838.9   (mgal)                       NAVD 88
 HF0039
 HF0039  VERT ORDER  -  SECOND    CLASS 0
 HF0039
 HF0039.The horizontal coordinates were scaled from a topographic map and have
 HF0039.an estimated accuracy of +/- 6 seconds.
 HF0039
 HF0039.The orthometric height was determined by differential leveling
 HF0039.and adjusted by the National Geodetic Survey in June 1991..
 HF0039
 HF0039.The geoid height was determined by GEOID03.
 HF0039
 HF0039.The dynamic height is computed by dividing the NAVD 88
 HF0039.geopotential number by the normal gravity value computed on the
 HF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0039.degrees latitude (g = 980.6199 gals.).
 HF0039
 HF0039.The modeled gravity was interpolated from observed gravity values.
 HF0039
 HF0039;                    North         East    Units  Estimated Accuracy
 HF0039;SPC KS S     -   520,390.      600,320.      MT  (+/- 180 meters Scaled)
 HF0039
 HF0039                          SUPERSEDED SURVEY CONTROL
 HF0039
 HF0039  NGVD 29 (??/??/92)  311.984  (m)         1023.57   (f) ADJ UNCH    2 0
 HF0039
 HF0039.Superseded values are not recommended for survey control.
 HF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0039.See file dsdata.txt to determine how the superseded data were derived.
 HF0039
 HF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG443794(NAD 83)
 HF0039_MARKER: B = BOLT
 HF0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0039+STABILITY: SURFACE MOTION
 HF0039
 HF0039  HISTORY     - Date     Condition        Report By
 HF0039  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0039  HISTORY     - 1935     GOOD             NGS
 HF0039
 HF0039                          STATION DESCRIPTION
 HF0039
 HF0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0039'0.8 MI N FROM CLIMAX.
 HF0039'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0039'FROM CLIMAX, GREENWOOD COUNTY, AT MILEPOST 55, AND 48 FEET EAST
 HF0039'OF THE CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP OF A
 HF0039'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0200 ***********************************************************************
 JG0200  DESIGNATION -  550
 JG0200  PID         -  JG0200
 JG0200  STATE/COUNTY-  KS/BARTON
 JG0200  USGS QUAD   -  CLAFLIN (1969)
 JG0200
 JG0200                         *CURRENT SURVEY CONTROL
 JG0200  ___________________________________________________________________
 JG0200* NAD 83(1986)-  38 31 01.     (N)    098 37 04.     (W)     SCALED    
 JG0200* NAVD 88     -       566.465  (meters)    1858.48   (feet)  ADJUSTED  
 JG0200  ___________________________________________________________________
 JG0200  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 JG0200  DYNAMIC HT  -         566.053 (meters)    1857.13  (feet)  COMP
 JG0200  MODELED GRAV-     979,881.8   (mgal)                       NAVD 88
 JG0200
 JG0200  VERT ORDER  -  SECOND    CLASS 0
 JG0200
 JG0200.The horizontal coordinates were scaled from a topographic map and have
 JG0200.an estimated accuracy of +/- 6 seconds.
 JG0200
 JG0200.The orthometric height was determined by differential leveling
 JG0200.and adjusted by the National Geodetic Survey in June 1991..
 JG0200
 JG0200.The geoid height was determined by GEOID03.
 JG0200
 JG0200.The dynamic height is computed by dividing the NAVD 88
 JG0200.geopotential number by the normal gravity value computed on the
 JG0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0200.degrees latitude (g = 980.6199 gals.).
 JG0200
 JG0200.The modeled gravity was interpolated from observed gravity values.
 JG0200
 JG0200;                    North         East    Units  Estimated Accuracy
 JG0200;SPC KS S     -   605,370.      389,730.      MT  (+/- 180 meters Scaled)
 JG0200
 JG0200                          SUPERSEDED SURVEY CONTROL
 JG0200
 JG0200  NGVD 29 (??/??/92)  566.264  (m)         1857.82   (f) ADJ UNCH    2 0
 JG0200
 JG0200.Superseded values are not recommended for survey control.
 JG0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0200.See file dsdata.txt to determine how the superseded data were derived.
 JG0200
 JG0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH333632(NAD 83)
 JG0200_MARKER: Z = SEE DESCRIPTION
 JG0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0200_SP_SET: CONCRETE FIVE-MILE MARKER
 JG0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0200
 JG0200  HISTORY     - Date     Condition        Report By
 JG0200  HISTORY     - UNK      MONUMENTED       MPRR
 JG0200  HISTORY     - 1934     GOOD             NGS
 JG0200
 JG0200                          STATION DESCRIPTION
 JG0200
 JG0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0200'9.1 MI E FROM HOISINGTON.
 JG0200'9.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CITY
 JG0200'PARK AT HOISINGTON, BARTON COUNTY, AND 11 FEET NORTH OF THE
 JG0200'CENTER LINE OF THE TRACK.  THE TOP OF A CONCRETE FIVE-MILE
 JG0200'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0631 ***********************************************************************
 JG0631  DESIGNATION -  550 L 5 C 1
 JG0631  PID         -  JG0631
 JG0631  STATE/COUNTY-  KS/RICE
 JG0631  USGS QUAD   -  LITTLE RIVER (1970)
 JG0631
 JG0631                         *CURRENT SURVEY CONTROL
 JG0631  ___________________________________________________________________
 JG0631* NAD 83(1997)-  38 23 29.16186(N)    098 04 04.25833(W)     ADJUSTED  
 JG0631* NAVD 88     -       527.901  (meters)    1731.96   (feet)  ADJUSTED  
 JG0631  ___________________________________________________________________
 JG0631  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 JG0631  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 JG0631  DYNAMIC HT  -         527.507 (meters)    1730.66  (feet)  COMP
 JG0631  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 JG0631
 JG0631  HORZ ORDER  -  THIRD
 JG0631  VERT ORDER  -  SECOND    CLASS 0
 JG0631
 JG0631.The horizontal coordinates were established by classical geodetic methods
 JG0631.and adjusted by the National Geodetic Survey in October 1998..
 JG0631
 JG0631.The orthometric height was determined by differential leveling
 JG0631.and adjusted by the National Geodetic Survey in June 1991..
 JG0631
 JG0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0631
 JG0631.The geoid height was determined by GEOID03.
 JG0631
 JG0631.The dynamic height is computed by dividing the NAVD 88
 JG0631.geopotential number by the normal gravity value computed on the
 JG0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0631.degrees latitude (g = 980.6199 gals.).
 JG0631
 JG0631.The modeled gravity was interpolated from observed gravity values.
 JG0631
 JG0631;                    North         East     Units Scale Factor Converg.
 JG0631;SPC KS S     -   591,514.543   437,752.931   MT  0.99997004   +0 15 56.0
 JG0631;UTM  14      - 4,249,658.128   581,404.227   MT  0.99968161   +0 34 44.1
 JG0631
 JG0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0631!SPC KS S     -   0.99992148  x   0.99997004  =   0.99989152
 JG0631!UTM  14      -   0.99992148  x   0.99968161  =   0.99960312
 JG0631
 JG0631|---------------------------------------------------------------------|
 JG0631| PID    Reference Object                     Distance      Geod. Az  |
 JG0631|                                                           dddmmss.s |
 JG0631| JG0632 550 L 5 C 2                          21.093 METERS 01000     |
 JG0631| JG0725 LITTLE RIVER 2                      APPROX. 1.5 KM 0783046.6 |
 JG0631| JG0139 MITCH                                97.103 METERS 31500     |
 JG0631|---------------------------------------------------------------------|
 JG0631
 JG0631                          SUPERSEDED SURVEY CONTROL
 JG0631
 JG0631  NAD 83(1986)-  38 23 29.16996(N)    098 04 04.25979(W) AD(       ) 3
 JG0631  NGVD 29 (??/??/92)  527.746  (m)         1731.45   (f) ADJ UNCH    2 0
 JG0631
 JG0631.Superseded values are not recommended for survey control.
 JG0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0631.See file dsdata.txt to determine how the superseded data were derived.
 JG0631
 JG0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8140449658(NAD 83)
 JG0631_MARKER: DB = BENCH MARK DISK
 JG0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0631_SP_SET: SILO
 JG0631_STAMPING: 550L5C1
 JG0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0631
 JG0631  HISTORY     - Date     Condition        Report By
 JG0631  HISTORY     - UNK      MONUMENTED       CGS
 JG0631  HISTORY     - 1961     GOOD             NGS
 JG0631
 JG0631                          STATION DESCRIPTION
 JG0631
 JG0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JG0631'2 MI NE FROM MITCHELL.
 JG0631'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0631'FROM THE STATION AT MITCHELL TO A ROAD CROSSING, THENCE EAST 0.3
 JG0631'MILE TO A FARM HOUSE, AND THENCE 0.9 MILE FURTHER EAST ALONG THE
 JG0631'ROAD AND INTO THE INSTALLATION, SET NEAR THE PERIPHERY OF THE TOP
 JG0631'OF THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0632 ***********************************************************************
 JG0632  DESIGNATION -  550 L 5 C 2
 JG0632  PID         -  JG0632
 JG0632  STATE/COUNTY-  KS/RICE
 JG0632  USGS QUAD   -  LITTLE RIVER (1970)
 JG0632
 JG0632                         *CURRENT SURVEY CONTROL
 JG0632  ___________________________________________________________________
 JG0632* NAD 83(1997)-  38 23 29.83554(N)    098 04 04.10733(W)     ADJUSTED  
 JG0632* NAVD 88     -       527.901  (meters)    1731.96   (feet)  ADJUSTED  
 JG0632  ___________________________________________________________________
 JG0632  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 JG0632  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 JG0632  DYNAMIC HT  -         527.506 (meters)    1730.66  (feet)  COMP
 JG0632  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 JG0632
 JG0632  HORZ ORDER  -  THIRD
 JG0632  VERT ORDER  -  SECOND    CLASS 0
 JG0632
 JG0632.The horizontal coordinates were established by classical geodetic methods
 JG0632.and adjusted by the National Geodetic Survey in October 1998..
 JG0632
 JG0632.The orthometric height was determined by differential leveling
 JG0632.and adjusted by the National Geodetic Survey in June 1991..
 JG0632
 JG0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0632
 JG0632.The geoid height was determined by GEOID03.
 JG0632
 JG0632.The dynamic height is computed by dividing the NAVD 88
 JG0632.geopotential number by the normal gravity value computed on the
 JG0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0632.degrees latitude (g = 980.6199 gals.).
 JG0632
 JG0632.The modeled gravity was interpolated from observed gravity values.
 JG0632
 JG0632;                    North         East     Units Scale Factor Converg.
 JG0632;SPC KS S     -   591,535.332   437,756.499   MT  0.99997007   +0 15 56.1
 JG0632;UTM  14      - 4,249,678.930   581,407.680   MT  0.99968161   +0 34 44.2
 JG0632
 JG0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0632!SPC KS S     -   0.99992148  x   0.99997007  =   0.99989155
 JG0632!UTM  14      -   0.99992148  x   0.99968161  =   0.99960312
 JG0632
 JG0632:                Primary Azimuth Mark                     Grid Az
 JG0632:SPC KS S     -  LITTLE RIVER 2                           079 00 38.7
 JG0632:UTM  14      -  LITTLE RIVER 2                           078 41 50.6
 JG0632
 JG0632|---------------------------------------------------------------------|
 JG0632| PID    Reference Object                     Distance      Geod. Az  |
 JG0632|                                                           dddmmss.s |
 JG0632| JG0725 LITTLE RIVER 2                      APPROX. 1.5 KM 0791634.8 |
 JG0632| JG0631 550 L 5 C 1                          21.093 METERS 19000     |
 JG0632| JG0139 MITCH                                86.745 METERS 30330     |
 JG0632|---------------------------------------------------------------------|
 JG0632
 JG0632                          SUPERSEDED SURVEY CONTROL
 JG0632
 JG0632  NAD 83(1986)-  38 23 29.84354(N)    098 04 04.10881(W) AD(       ) 3
 JG0632  NGVD 29 (??/??/92)  527.746  (m)         1731.45   (f) ADJ UNCH    2 0
 JG0632
 JG0632.Superseded values are not recommended for survey control.
 JG0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0632.See file dsdata.txt to determine how the superseded data were derived.
 JG0632
 JG0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8140849679(NAD 83)
 JG0632_MARKER: DB = BENCH MARK DISK
 JG0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0632_SP_SET: SILO
 JG0632_STAMPING: 550L5C2
 JG0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0632
 JG0632  HISTORY     - Date     Condition        Report By
 JG0632  HISTORY     - UNK      MONUMENTED       CGS
 JG0632  HISTORY     - 1961     GOOD             NGS
 JG0632
 JG0632                          STATION DESCRIPTION
 JG0632
 JG0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JG0632'2 MI NE FROM MITCHELL.
 JG0632'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0632'FROM THE STATION AT MITCHELL TO A ROAD CROSSING, THENCE EAST
 JG0632'0.3 MILE TO A FARM HOUSE, AND THENCE 0.9 MILE FURTHER EAST ALONG
 JG0632'THE ROAD AND INTO THE INSTALLATION, SET NEAR THE PERIPHERY OF THE
 JG0632'TOP OF THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0633 ***********************************************************************
 JG0633  DESIGNATION -  550 L 5 D 1
 JG0633  PID         -  JG0633
 JG0633  STATE/COUNTY-  KS/RICE
 JG0633  USGS QUAD   -  LITTLE RIVER (1970)
 JG0633
 JG0633                         *CURRENT SURVEY CONTROL
 JG0633  ___________________________________________________________________
 JG0633* NAD 83(1986)-  38 23 31.     (N)    098 04 06.     (W)     SCALED    
 JG0633* NAVD 88     -       527.889  (meters)    1731.92   (feet)  ADJUSTED  
 JG0633  ___________________________________________________________________
 JG0633  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 JG0633  DYNAMIC HT  -         527.494 (meters)    1730.62  (feet)  COMP
 JG0633  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 JG0633
 JG0633  VERT ORDER  -  SECOND    CLASS 0
 JG0633
 JG0633.The horizontal coordinates were scaled from a topographic map and have
 JG0633.an estimated accuracy of +/- 6 seconds.
 JG0633
 JG0633.The orthometric height was determined by differential leveling
 JG0633.and adjusted by the National Geodetic Survey in June 1991..
 JG0633
 JG0633.The geoid height was determined by GEOID03.
 JG0633
 JG0633.The dynamic height is computed by dividing the NAVD 88
 JG0633.geopotential number by the normal gravity value computed on the
 JG0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0633.degrees latitude (g = 980.6199 gals.).
 JG0633
 JG0633.The modeled gravity was interpolated from observed gravity values.
 JG0633
 JG0633;                    North         East    Units  Estimated Accuracy
 JG0633;SPC KS S     -   591,570.      437,710.      MT  (+/- 180 meters Scaled)
 JG0633
 JG0633                          SUPERSEDED SURVEY CONTROL
 JG0633
 JG0633  NGVD 29 (??/??/92)  527.734  (m)         1731.41   (f) ADJ UNCH    2 0
 JG0633
 JG0633.Superseded values are not recommended for survey control.
 JG0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0633.See file dsdata.txt to determine how the superseded data were derived.
 JG0633
 JG0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH813497(NAD 83)
 JG0633_MARKER: DB = BENCH MARK DISK
 JG0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0633_SP_SET: SILO
 JG0633_STAMPING: 550L5D1
 JG0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0633
 JG0633  HISTORY     - Date     Condition        Report By
 JG0633  HISTORY     - UNK      MONUMENTED       CGS
 JG0633  HISTORY     - 1961     GOOD             NGS
 JG0633
 JG0633                          STATION DESCRIPTION
 JG0633
 JG0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JG0633'2 MI NE FROM MITCHELL.
 JG0633'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0633'FROM THE STATION AT MITCHELL TO A ROAD CROSSING, THENCE EAST
 JG0633'0.3 MILE TO A FARM HOUSE, AND THENCE 0.9 MILE FURTHER EAST ALONG
 JG0633'THE ROAD AND INTO THE INSTALLATION, SET NEAR THE PERIPHERY OF THE
 JG0633'TOP OF THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0634 ***********************************************************************
 JG0634  DESIGNATION -  550 L 5 D 2
 JG0634  PID         -  JG0634
 JG0634  STATE/COUNTY-  KS/RICE
 JG0634  USGS QUAD   -  LITTLE RIVER (1970)
 JG0634
 JG0634                         *CURRENT SURVEY CONTROL
 JG0634  ___________________________________________________________________
 JG0634* NAD 83(1986)-  38 23 31.     (N)    098 04 06.     (W)     SCALED    
 JG0634* NAVD 88     -       527.900  (meters)    1731.95   (feet)  ADJUSTED  
 JG0634  ___________________________________________________________________
 JG0634  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 JG0634  DYNAMIC HT  -         527.505 (meters)    1730.66  (feet)  COMP
 JG0634  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 JG0634
 JG0634  VERT ORDER  -  SECOND    CLASS 0
 JG0634
 JG0634.The horizontal coordinates were scaled from a topographic map and have
 JG0634.an estimated accuracy of +/- 6 seconds.
 JG0634
 JG0634.The orthometric height was determined by differential leveling
 JG0634.and adjusted by the National Geodetic Survey in June 1991..
 JG0634
 JG0634.The geoid height was determined by GEOID03.
 JG0634
 JG0634.The dynamic height is computed by dividing the NAVD 88
 JG0634.geopotential number by the normal gravity value computed on the
 JG0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0634.degrees latitude (g = 980.6199 gals.).
 JG0634
 JG0634.The modeled gravity was interpolated from observed gravity values.
 JG0634
 JG0634;                    North         East    Units  Estimated Accuracy
 JG0634;SPC KS S     -   591,570.      437,710.      MT  (+/- 180 meters Scaled)
 JG0634
 JG0634                          SUPERSEDED SURVEY CONTROL
 JG0634
 JG0634  NGVD 29 (??/??/92)  527.745  (m)         1731.44   (f) ADJ UNCH    2 0
 JG0634
 JG0634.Superseded values are not recommended for survey control.
 JG0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0634.See file dsdata.txt to determine how the superseded data were derived.
 JG0634
 JG0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH813497(NAD 83)
 JG0634_MARKER: DB = BENCH MARK DISK
 JG0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0634_SP_SET: SILO
 JG0634_STAMPING: 550L5D2
 JG0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0634
 JG0634  HISTORY     - Date     Condition        Report By
 JG0634  HISTORY     - UNK      MONUMENTED       CGS
 JG0634  HISTORY     - 1961     GOOD             NGS
 JG0634
 JG0634                          STATION DESCRIPTION
 JG0634
 JG0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JG0634'2 MI NE FROM MITCHELL.
 JG0634'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0634'FROM THE STATION AT MITCHELL TO A ROAD CROSSING, THENCE EAST 0.3
 JG0634'MILE TO A FARM HOUSE, AND THENE 0.9 MILE FURTHER EAST ALONG THE
 JG0634'ROAD AND INTO THE INSTALLATION, SET NEAR THE PERIPHERY OF THE TOP
 JG0634'OF THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0203 ***********************************************************************
 JG0203  DESIGNATION -  555
 JG0203  PID         -  JG0203
 JG0203  STATE/COUNTY-  KS/BARTON
 JG0203  USGS QUAD   -  REDWING (1969)
 JG0203
 JG0203                         *CURRENT SURVEY CONTROL
 JG0203  ___________________________________________________________________
 JG0203* NAD 83(1986)-  38 31 13.     (N)    098 42 33.     (W)     SCALED    
 JG0203* NAVD 88     -       552.068  (meters)    1811.24   (feet)  ADJUSTED  
 JG0203  ___________________________________________________________________
 JG0203  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 JG0203  DYNAMIC HT  -         551.665 (meters)    1809.92  (feet)  COMP
 JG0203  MODELED GRAV-     979,880.6   (mgal)                       NAVD 88
 JG0203
 JG0203  VERT ORDER  -  SECOND    CLASS 0
 JG0203
 JG0203.The horizontal coordinates were scaled from a topographic map and have
 JG0203.an estimated accuracy of +/- 6 seconds.
 JG0203
 JG0203.The orthometric height was determined by differential leveling
 JG0203.and adjusted by the National Geodetic Survey in June 1991..
 JG0203
 JG0203.The geoid height was determined by GEOID03.
 JG0203
 JG0203.The dynamic height is computed by dividing the NAVD 88
 JG0203.geopotential number by the normal gravity value computed on the
 JG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0203.degrees latitude (g = 980.6199 gals.).
 JG0203
 JG0203.The modeled gravity was interpolated from observed gravity values.
 JG0203
 JG0203;                    North         East    Units  Estimated Accuracy
 JG0203;SPC KS S     -   605,750.      381,760.      MT  (+/- 180 meters Scaled)
 JG0203
 JG0203                          SUPERSEDED SURVEY CONTROL
 JG0203
 JG0203  NGVD 29 (??/??/92)  551.857  (m)         1810.55   (f) ADJ UNCH    2 0
 JG0203
 JG0203.Superseded values are not recommended for survey control.
 JG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0203.See file dsdata.txt to determine how the superseded data were derived.
 JG0203
 JG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH253635(NAD 83)
 JG0203_MARKER: Z = SEE DESCRIPTION
 JG0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0203_SP_SET: CONCRETE FIVE-MILE MARKER
 JG0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0203
 JG0203  HISTORY     - Date     Condition        Report By
 JG0203  HISTORY     - UNK      MONUMENTED       MPRR
 JG0203  HISTORY     - 1934     GOOD             NGS
 JG0203
 JG0203                          STATION DESCRIPTION
 JG0203
 JG0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0203'4.1 MI E FROM HOISINGTON.
 JG0203'4.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0203'CITY PARK AT HOISINGTON, BARTON COUNTY, AND 11 FEET NORTH
 JG0203'OF THE CENTER LINE OF THE TRACK.  THE TOP OF A CONCRETE FIVE-MILE
 JG0203'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1016 ***********************************************************************
 HF1016  DESIGNATION -  56 B
 HF1016  PID         -  HF1016
 HF1016  STATE/COUNTY-  KS/SEDGWICK
 HF1016  USGS QUAD   -  GARDEN PLAIN (1982)
 HF1016
 HF1016                         *CURRENT SURVEY CONTROL
 HF1016  ___________________________________________________________________
 HF1016* NAD 83(1986)-  37 43 17.     (N)    097 37 31.     (W)     SCALED    
 HF1016* NAVD 88     -       453.832  (meters)    1488.95   (feet)  ADJUSTED  
 HF1016  ___________________________________________________________________
 HF1016  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF1016  DYNAMIC HT  -         453.467 (meters)    1487.75  (feet)  COMP
 HF1016  MODELED GRAV-     979,810.7   (mgal)                       NAVD 88
 HF1016
 HF1016  VERT ORDER  -  SECOND    CLASS 0
 HF1016
 HF1016.The horizontal coordinates were scaled from a topographic map and have
 HF1016.an estimated accuracy of +/- 6 seconds.
 HF1016
 HF1016.The orthometric height was determined by differential leveling
 HF1016.and adjusted by the National Geodetic Survey in June 1991..
 HF1016
 HF1016.The geoid height was determined by GEOID03.
 HF1016
 HF1016.The dynamic height is computed by dividing the NAVD 88
 HF1016.geopotential number by the normal gravity value computed on the
 HF1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1016.degrees latitude (g = 980.6199 gals.).
 HF1016
 HF1016.The modeled gravity was interpolated from observed gravity values.
 HF1016
 HF1016;                    North         East    Units  Estimated Accuracy
 HF1016;SPC KS S     -   517,420.      477,110.      MT  (+/- 180 meters Scaled)
 HF1016
 HF1016                          SUPERSEDED SURVEY CONTROL
 HF1016
 HF1016  NGVD 29 (??/??/92)  453.683  (m)         1488.46   (f) ADJ UNCH    2 0
 HF1016
 HF1016.Superseded values are not recommended for survey control.
 HF1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1016.See file dsdata.txt to determine how the superseded data were derived.
 HF1016
 HF1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG211757(NAD 83)
 HF1016_MARKER: DD = SURVEY DISK
 HF1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1016_STAMPING: 56 B 1940
 HF1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1016+STABILITY: SURFACE MOTION
 HF1016
 HF1016  HISTORY     - Date     Condition        Report By
 HF1016  HISTORY     - 1940     MONUMENTED       USGS
 HF1016  HISTORY     - 1956     GOOD             NGS
 HF1016
 HF1016                          STATION DESCRIPTION
 HF1016
 HF1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF1016'17 MI W FROM WICHITA.
 HF1016'5.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF1016'STATION AT WICHITA, THENCE 7.0 MILES WEST ALONG AN OILED ROAD,
 HF1016'THENCE 5.0 MILES WEST ALONG A GRAVELED ROAD, 78 FEET SOUTH OF THE
 HF1016'CENTER LINE OF AN EAST AND WEST ROAD, 78 FEET SOUTHEAST OF A
 HF1016'TELEPHONE POLE, 31 FEET WEST OF THE CENTER LINE OF A NORTH AND
 HF1016'SOUTH ROAD, 45 FEET SOUTH OF A FENCE CORNER, 1.7 FEET WEST OF A
 HF1016'FENCE, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HF1016'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4
 HF1016'OF SECTION 10, TOWNSHIP 27 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0967 ***********************************************************************
 JE0967  DESIGNATION -  564+93
 JE0967  PID         -  JE0967
 JE0967  STATE/COUNTY-  KS/FRANKLIN
 JE0967  USGS QUAD   -  POMONA (1973)
 JE0967
 JE0967                         *CURRENT SURVEY CONTROL
 JE0967  ___________________________________________________________________
 JE0967* NAD 83(1986)-  38 36 08.     (N)    095 27 31.     (W)     SCALED    
 JE0967* NAVD 88     -       283.603  (meters)     930.45   (feet)  ADJUSTED  
 JE0967  ___________________________________________________________________
 JE0967  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JE0967  DYNAMIC HT  -         283.405 (meters)     929.80  (feet)  COMP
 JE0967  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 JE0967
 JE0967  VERT ORDER  -  SECOND    CLASS 0
 JE0967
 JE0967.The horizontal coordinates were scaled from a topographic map and have
 JE0967.an estimated accuracy of +/- 6 seconds.
 JE0967
 JE0967.The orthometric height was determined by differential leveling
 JE0967.and adjusted by the National Geodetic Survey in June 1991..
 JE0967
 JE0967.The geoid height was determined by GEOID03.
 JE0967
 JE0967.The dynamic height is computed by dividing the NAVD 88
 JE0967.geopotential number by the normal gravity value computed on the
 JE0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0967.degrees latitude (g = 980.6199 gals.).
 JE0967
 JE0967.The modeled gravity was interpolated from observed gravity values.
 JE0967
 JE0967;                    North         East    Units  Estimated Accuracy
 JE0967;SPC KS S     -   619,150.      664,890.      MT  (+/- 180 meters Scaled)
 JE0967
 JE0967                          SUPERSEDED SURVEY CONTROL
 JE0967
 JE0967  NGVD 29 (??/??/92)  283.468  (m)          930.01   (f) ADJ UNCH    2 0
 JE0967
 JE0967.Superseded values are not recommended for survey control.
 JE0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0967.See file dsdata.txt to determine how the superseded data were derived.
 JE0967
 JE0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC859755(NAD 83)
 JE0967_MARKER: Z = SEE DESCRIPTION
 JE0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0967+STABILITY: SURFACE MOTION
 JE0967
 JE0967  HISTORY     - Date     Condition        Report By
 JE0967  HISTORY     - UNK      MONUMENTED       MPRR
 JE0967  HISTORY     - 1951     GOOD             NGS
 JE0967
 JE0967                          STATION DESCRIPTION
 JE0967
 JE0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0967'0.2 MI W FROM POMONA.
 JE0967'0.2 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0967'STATION AT POMONA, FRANKLIN COUNTY, AT MILEPOST 365, AND 60 YARDS
 JE0967'WEST OF A SWITCH.  A COPPER PLUG, SET IN THE TOP OF A CONCRETE
 JE0967'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0192 ***********************************************************************
 JG0192  DESIGNATION -  565
 JG0192  PID         -  JG0192
 JG0192  STATE/COUNTY-  KS/BARTON
 JG0192  USGS QUAD   -  GREAT BEND NE (1983)
 JG0192
 JG0192                         *CURRENT SURVEY CONTROL
 JG0192  ___________________________________________________________________
 JG0192* NAD 83(1986)-  38 29 54.     (N)    098 52 18.     (W)     SCALED    
 JG0192* NAVD 88     -       594.372  (meters)    1950.04   (feet)  ADJUSTED  
 JG0192  ___________________________________________________________________
 JG0192  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0192  DYNAMIC HT  -         593.935 (meters)    1948.60  (feet)  COMP
 JG0192  MODELED GRAV-     979,873.4   (mgal)                       NAVD 88
 JG0192
 JG0192  VERT ORDER  -  SECOND    CLASS 0
 JG0192
 JG0192.The horizontal coordinates were scaled from a topographic map and have
 JG0192.an estimated accuracy of +/- 6 seconds.
 JG0192
 JG0192.The orthometric height was determined by differential leveling
 JG0192.and adjusted by the National Geodetic Survey in June 1991..
 JG0192
 JG0192.The geoid height was determined by GEOID03.
 JG0192
 JG0192.The dynamic height is computed by dividing the NAVD 88
 JG0192.geopotential number by the normal gravity value computed on the
 JG0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0192.degrees latitude (g = 980.6199 gals.).
 JG0192
 JG0192.The modeled gravity was interpolated from observed gravity values.
 JG0192
 JG0192;                    North         East    Units  Estimated Accuracy
 JG0192;SPC KS S     -   603,360.      367,580.      MT  (+/- 180 meters Scaled)
 JG0192
 JG0192                          SUPERSEDED SURVEY CONTROL
 JG0192
 JG0192  NGVD 29 (??/??/92)  594.149  (m)         1949.30   (f) ADJ UNCH    2 0
 JG0192
 JG0192.Superseded values are not recommended for survey control.
 JG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0192.See file dsdata.txt to determine how the superseded data were derived.
 JG0192
 JG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH111611(NAD 83)
 JG0192_MARKER: Z = SEE DESCRIPTION
 JG0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0192+STABILITY: SURFACE MOTION
 JG0192
 JG0192  HISTORY     - Date     Condition        Report By
 JG0192  HISTORY     - UNK      MONUMENTED       MPRR
 JG0192  HISTORY     - 1934     GOOD             NGS
 JG0192
 JG0192                          STATION DESCRIPTION
 JG0192
 JG0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0192'2.2 MI W FROM BOYD.
 JG0192'2.2 MILES WEST OF MISSOURI PACIFIC DEPOT AT BOYD, TOP OF
 JG0192'CONCRETE POST, 30 FEET SOUTH OF BLOCK SIGNAL 5650.  11 FEET
 JG0192'WEST OF CENTERLINE OF MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0208 ***********************************************************************
 JG0208  DESIGNATION -  570
 JG0208  PID         -  JG0208
 JG0208  STATE/COUNTY-  KS/BARTON
 JG0208  USGS QUAD   -  OLMITZ (1969)
 JG0208
 JG0208                         *CURRENT SURVEY CONTROL
 JG0208  ___________________________________________________________________
 JG0208* NAD 83(1986)-  38 31 18.     (N)    098 57 20.     (W)     SCALED    
 JG0208* NAVD 88     -       613.700  (meters)    2013.45   (feet)  ADJUSTED  
 JG0208  ___________________________________________________________________
 JG0208  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0208  DYNAMIC HT  -         613.243 (meters)    2011.95  (feet)  COMP
 JG0208  MODELED GRAV-     979,864.3   (mgal)                       NAVD 88
 JG0208
 JG0208  VERT ORDER  -  SECOND    CLASS 0
 JG0208
 JG0208.The horizontal coordinates were scaled from a topographic map and have
 JG0208.an estimated accuracy of +/- 6 seconds.
 JG0208
 JG0208.The orthometric height was determined by differential leveling
 JG0208.and adjusted by the National Geodetic Survey in June 1991..
 JG0208
 JG0208.The geoid height was determined by GEOID03.
 JG0208
 JG0208.The dynamic height is computed by dividing the NAVD 88
 JG0208.geopotential number by the normal gravity value computed on the
 JG0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0208.degrees latitude (g = 980.6199 gals.).
 JG0208
 JG0208.The modeled gravity was interpolated from observed gravity values.
 JG0208
 JG0208;                    North         East    Units  Estimated Accuracy
 JG0208;SPC KS S     -   605,980.      360,270.      MT  (+/- 180 meters Scaled)
 JG0208
 JG0208                          SUPERSEDED SURVEY CONTROL
 JG0208
 JG0208  NGVD 29 (??/??/92)  613.466  (m)         2012.68   (f) ADJ UNCH    2 0
 JG0208
 JG0208.Superseded values are not recommended for survey control.
 JG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0208.See file dsdata.txt to determine how the superseded data were derived.
 JG0208
 JG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH038636(NAD 83)
 JG0208_MARKER: Z = SEE DESCRIPTION
 JG0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0208_SP_SET: CONCRETE FIVE-MILE MARKER
 JG0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0208
 JG0208  HISTORY     - Date     Condition        Report By
 JG0208  HISTORY     - UNK      MONUMENTED       MPRR
 JG0208  HISTORY     - 1934     GOOD             NGS
 JG0208
 JG0208                          STATION DESCRIPTION
 JG0208
 JG0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0208'7.2 MI W FROM BOYD.
 JG0208'7.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0208'STATION AT BOYD, BARTON COUNTY, AND 11 FEET NORTH OF THE
 JG0208'CENTER LINE OF THE TRACK.  THE TOP OF A CONCRETE FIVE-MILE
 JG0208'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0285 ***********************************************************************
 JG0285  DESIGNATION -  575
 JG0285  PID         -  JG0285
 JG0285  STATE/COUNTY-  KS/RUSH
 JG0285  USGS QUAD   -  OTIS (1965)
 JG0285
 JG0285                         *CURRENT SURVEY CONTROL
 JG0285  ___________________________________________________________________
 JG0285* NAD 83(1986)-  38 31 38.     (N)    099 02 46.     (W)     SCALED    
 JG0285* NAVD 88     -       619.906  (meters)    2033.81   (feet)  ADJUSTED  
 JG0285  ___________________________________________________________________
 JG0285  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0285  DYNAMIC HT  -         619.442 (meters)    2032.29  (feet)  COMP
 JG0285  MODELED GRAV-     979,859.4   (mgal)                       NAVD 88
 JG0285
 JG0285  VERT ORDER  -  SECOND    CLASS 0
 JG0285
 JG0285.The horizontal coordinates were scaled from a topographic map and have
 JG0285.an estimated accuracy of +/- 6 seconds.
 JG0285
 JG0285.The orthometric height was determined by differential leveling
 JG0285.and adjusted by the National Geodetic Survey in June 1991..
 JG0285
 JG0285.The geoid height was determined by GEOID03.
 JG0285
 JG0285.The dynamic height is computed by dividing the NAVD 88
 JG0285.geopotential number by the normal gravity value computed on the
 JG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0285.degrees latitude (g = 980.6199 gals.).
 JG0285
 JG0285.The modeled gravity was interpolated from observed gravity values.
 JG0285
 JG0285;                    North         East    Units  Estimated Accuracy
 JG0285;SPC KS S     -   606,640.      352,380.      MT  (+/- 180 meters Scaled)
 JG0285
 JG0285                          SUPERSEDED SURVEY CONTROL
 JG0285
 JG0285  NGVD 29 (??/??/92)  619.666  (m)         2033.02   (f) ADJ UNCH    2 0
 JG0285
 JG0285.Superseded values are not recommended for survey control.
 JG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0285.See file dsdata.txt to determine how the superseded data were derived.
 JG0285
 JG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH959643(NAD 83)
 JG0285_MARKER: Z = SEE DESCRIPTION
 JG0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0285_SP_SET: CONCRETE FIVE-MILE MARKER
 JG0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0285
 JG0285  HISTORY     - Date     Condition        Report By
 JG0285  HISTORY     - UNK      MONUMENTED       MPRR
 JG0285  HISTORY     - 1934     GOOD             NGS
 JG0285
 JG0285                          STATION DESCRIPTION
 JG0285
 JG0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0285'12.2 MI W FROM BOYD.
 JG0285'IN RUSH COUNTY, 12.2 MILES WEST ALONG THE MISSOURI PACIFIC
 JG0285'RAILROAD FROM THE STATION AT BOYD, BARTON COUNTY, AND 11 FEET
 JG0285'NORTH OF THE CENTER LINE OF THE TRACK.  THE TOP OF A CONCRETE
 JG0285'FIVE-MILE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0291 ***********************************************************************
 JG0291  DESIGNATION -  585
 JG0291  PID         -  JG0291
 JG0291  STATE/COUNTY-  KS/RUSH
 JG0291  USGS QUAD   -  BISON (1966)
 JG0291
 JG0291                         *CURRENT SURVEY CONTROL
 JG0291  ___________________________________________________________________
 JG0291* NAD 83(1986)-  38 31 22.     (N)    099 12 40.     (W)     SCALED    
 JG0291* NAVD 88     -       611.172  (meters)    2005.15   (feet)  ADJUSTED  
 JG0291  ___________________________________________________________________
 JG0291  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0291  DYNAMIC HT  -         610.705 (meters)    2003.62  (feet)  COMP
 JG0291  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 JG0291
 JG0291  VERT ORDER  -  SECOND    CLASS 0
 JG0291
 JG0291.The horizontal coordinates were scaled from a topographic map and have
 JG0291.an estimated accuracy of +/- 6 seconds.
 JG0291
 JG0291.The orthometric height was determined by differential leveling
 JG0291.and adjusted by the National Geodetic Survey in June 1991..
 JG0291
 JG0291.The geoid height was determined by GEOID03.
 JG0291
 JG0291.The dynamic height is computed by dividing the NAVD 88
 JG0291.geopotential number by the normal gravity value computed on the
 JG0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0291.degrees latitude (g = 980.6199 gals.).
 JG0291
 JG0291.The modeled gravity was interpolated from observed gravity values.
 JG0291
 JG0291;                    North         East    Units  Estimated Accuracy
 JG0291;SPC KS S     -   606,240.      337,990.      MT  (+/- 180 meters Scaled)
 JG0291
 JG0291                          SUPERSEDED SURVEY CONTROL
 JG0291
 JG0291  NGVD 29 (??/??/92)  610.921  (m)         2004.33   (f) ADJ UNCH    2 0
 JG0291
 JG0291.Superseded values are not recommended for survey control.
 JG0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0291.See file dsdata.txt to determine how the superseded data were derived.
 JG0291
 JG0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH815638(NAD 83)
 JG0291_MARKER: Z = SEE DESCRIPTION
 JG0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0291_SP_SET: CONCRETE FIVE-MILE MARKER
 JG0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0291
 JG0291  HISTORY     - Date     Condition        Report By
 JG0291  HISTORY     - UNK      MONUMENTED       MPRR
 JG0291  HISTORY     - 1934     GOOD             NGS
 JG0291
 JG0291                          STATION DESCRIPTION
 JG0291
 JG0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0291'5.4 MI E FROM LA CROSSE.
 JG0291'5.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CITY
 JG0291'HALL AT LA CROSSE, RUSH COUNTY, AND 11 FEET NORTH OF THE CENTER
 JG0291'LINE OF THE TRACK.  THE TOP OF A CONCRETE FIVE-MILE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0035 ***********************************************************************
 HF0035  DESIGNATION -  59
 HF0035  PID         -  HF0035
 HF0035  STATE/COUNTY-  KS/GREENWOOD
 HF0035  USGS QUAD   -  SEVERY NORTH (1975)
 HF0035
 HF0035                         *CURRENT SURVEY CONTROL
 HF0035  ___________________________________________________________________
 HF0035* NAD 83(1986)-  37 40 34.     (N)    096 13 29.     (W)     SCALED    
 HF0035* NAVD 88     -       326.854  (meters)    1072.35   (feet)  ADJUSTED  
 HF0035  ___________________________________________________________________
 HF0035  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 HF0035  DYNAMIC HT  -         326.595 (meters)    1071.50  (feet)  COMP
 HF0035  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 HF0035
 HF0035  VERT ORDER  -  SECOND    CLASS 0
 HF0035
 HF0035.The horizontal coordinates were scaled from a topographic map and have
 HF0035.an estimated accuracy of +/- 6 seconds.
 HF0035
 HF0035.The orthometric height was determined by differential leveling
 HF0035.and adjusted by the National Geodetic Survey in June 1991..
 HF0035
 HF0035.The geoid height was determined by GEOID03.
 HF0035
 HF0035.The dynamic height is computed by dividing the NAVD 88
 HF0035.geopotential number by the normal gravity value computed on the
 HF0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0035.degrees latitude (g = 980.6199 gals.).
 HF0035
 HF0035.The modeled gravity was interpolated from observed gravity values.
 HF0035
 HF0035;                    North         East    Units  Estimated Accuracy
 HF0035;SPC KS S     -   514,480.      600,690.      MT  (+/- 180 meters Scaled)
 HF0035
 HF0035                          SUPERSEDED SURVEY CONTROL
 HF0035
 HF0035  NGVD 29 (??/??/92)  326.698  (m)         1071.84   (f) ADJ UNCH    2 0
 HF0035
 HF0035.Superseded values are not recommended for survey control.
 HF0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0035.See file dsdata.txt to determine how the superseded data were derived.
 HF0035
 HF0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG447735(NAD 83)
 HF0035_MARKER: B = BOLT
 HF0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0035+STABILITY: SURFACE MOTION
 HF0035
 HF0035  HISTORY     - Date     Condition        Report By
 HF0035  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0035  HISTORY     - 1935     GOOD             NGS
 HF0035
 HF0035                          STATION DESCRIPTION
 HF0035
 HF0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0035'3.2 MI S FROM CLIMAX.
 HF0035'3.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0035'FROM CLIMAX, GREENWOOD COUNTY, AND AT MILEPOST 59.  A BOLT, SET
 HF0035'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0297 ***********************************************************************
 JG0297  DESIGNATION -  590 RESET
 JG0297  PID         -  JG0297
 JG0297  STATE/COUNTY-  KS/RUSH
 JG0297  USGS QUAD   -  LA CROSSE (1983)
 JG0297
 JG0297                         *CURRENT SURVEY CONTROL
 JG0297  ___________________________________________________________________
 JG0297* NAD 83(1986)-  38 31 50.     (N)    099 18 11.     (W)     SCALED    
 JG0297* NAVD 88     -       627.206  (meters)    2057.76   (feet)  ADJUSTED  
 JG0297  ___________________________________________________________________
 JG0297  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0297  DYNAMIC HT  -         626.725 (meters)    2056.18  (feet)  COMP
 JG0297  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 JG0297
 JG0297  VERT ORDER  -  SECOND    CLASS 0
 JG0297
 JG0297.The horizontal coordinates were scaled from a topographic map and have
 JG0297.an estimated accuracy of +/- 6 seconds.
 JG0297
 JG0297.The orthometric height was determined by differential leveling
 JG0297.and adjusted by the National Geodetic Survey in June 1991..
 JG0297
 JG0297.The geoid height was determined by GEOID03.
 JG0297
 JG0297.The dynamic height is computed by dividing the NAVD 88
 JG0297.geopotential number by the normal gravity value computed on the
 JG0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0297.degrees latitude (g = 980.6199 gals.).
 JG0297
 JG0297.The modeled gravity was interpolated from observed gravity values.
 JG0297
 JG0297;                    North         East    Units  Estimated Accuracy
 JG0297;SPC KS S     -   607,170.      329,980.      MT  (+/- 180 meters Scaled)
 JG0297
 JG0297                          SUPERSEDED SURVEY CONTROL
 JG0297
 JG0297  NGVD 29 (??/??/92)  626.953  (m)         2056.93   (f) ADJ UNCH    2 0
 JG0297
 JG0297.Superseded values are not recommended for survey control.
 JG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0297.See file dsdata.txt to determine how the superseded data were derived.
 JG0297
 JG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH735647(NAD 83)
 JG0297_MARKER: N = NAIL
 JG0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0297_SP_SET: CONCRETE FIVE MILE MARKER
 JG0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0297
 JG0297  HISTORY     - Date     Condition        Report By
 JG0297  HISTORY     - 1940     MONUMENTED       MPRR
 JG0297  HISTORY     - 1940     GOOD             NGS
 JG0297
 JG0297                          STATION DESCRIPTION
 JG0297
 JG0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0297'0.4 MI E FROM LA CROSSE.
 JG0297'0.4 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0297'CITY HALL AT LA CROSSE, RUSH COUNTY, AT MILEPOST 590, 9 FEET
 JG0297'NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET HIGHER
 JG0297'THAN THE TRACK.  A COPPER NAIL, SET IN THE TOP OF A CONCCRETE
 JG0297'FIVE-MILE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0305 ***********************************************************************
 JG0305  DESIGNATION -  595
 JG0305  PID         -  JG0305
 JG0305  STATE/COUNTY-  KS/RUSH
 JG0305  USGS QUAD   -  HARGRAVE (1966)
 JG0305
 JG0305                         *CURRENT SURVEY CONTROL
 JG0305  ___________________________________________________________________
 JG0305* NAD 83(1986)-  38 32 46.     (N)    099 23 28.     (W)     SCALED    
 JG0305* NAVD 88     -       653.874  (meters)    2145.25   (feet)  ADJUSTED  
 JG0305  ___________________________________________________________________
 JG0305  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0305  DYNAMIC HT  -         653.373 (meters)    2143.61  (feet)  COMP
 JG0305  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 JG0305
 JG0305  VERT ORDER  -  SECOND    CLASS 0
 JG0305
 JG0305.The horizontal coordinates were scaled from a topographic map and have
 JG0305.an estimated accuracy of +/- 6 seconds.
 JG0305
 JG0305.The orthometric height was determined by differential leveling
 JG0305.and adjusted by the National Geodetic Survey in June 1991..
 JG0305
 JG0305.The geoid height was determined by GEOID03.
 JG0305
 JG0305.The dynamic height is computed by dividing the NAVD 88
 JG0305.geopotential number by the normal gravity value computed on the
 JG0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0305.degrees latitude (g = 980.6199 gals.).
 JG0305
 JG0305.The modeled gravity was interpolated from observed gravity values.
 JG0305
 JG0305;                    North         East    Units  Estimated Accuracy
 JG0305;SPC KS S     -   608,970.      322,320.      MT  (+/- 180 meters Scaled)
 JG0305
 JG0305                          SUPERSEDED SURVEY CONTROL
 JG0305
 JG0305  NGVD 29 (??/??/92)  653.617  (m)         2144.41   (f) ADJ UNCH    2 0
 JG0305
 JG0305.Superseded values are not recommended for survey control.
 JG0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0305.See file dsdata.txt to determine how the superseded data were derived.
 JG0305
 JG0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH659664(NAD 83)
 JG0305_MARKER: Z = SEE DESCRIPTION
 JG0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0305_SP_SET: CONCRETE FIVE-MILE MARKER
 JG0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0305
 JG0305  HISTORY     - Date     Condition        Report By
 JG0305  HISTORY     - UNK      MONUMENTED       MPRR
 JG0305  HISTORY     - 1934     GOOD             NGS
 JG0305
 JG0305                          STATION DESCRIPTION
 JG0305
 JG0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0305'4.9 MI W FROM LA CROSSE.
 JG0305'4.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CITY
 JG0305'HALL AT LA CROSSE, RUSH COUNTY, AND 10 FEET NORTH OF THE CENTER
 JG0305'LINE OF THE TRACK.  THE TOP OF A CONCRETE FIVE-MILE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0567 ***********************************************************************
 KE0567  DESIGNATION -  6
 KE0567  PID         -  KE0567
 KE0567  STATE/COUNTY-  KS/ATCHISON
 KE0567  USGS QUAD   -  ATCHISON WEST (1978)
 KE0567
 KE0567                         *CURRENT SURVEY CONTROL
 KE0567  ___________________________________________________________________
 KE0567* NAD 83(1986)-  39 30 48.     (N)    095 12 10.     (W)     SCALED    
 KE0567* NAVD 88     -       314.539  (meters)    1031.95   (feet)  ADJUSTED  
 KE0567  ___________________________________________________________________
 KE0567  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KE0567  DYNAMIC HT  -         314.343 (meters)    1031.31  (feet)  COMP
 KE0567  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 KE0567
 KE0567  VERT ORDER  -  SECOND    CLASS 0
 KE0567
 KE0567.The horizontal coordinates were scaled from a topographic map and have
 KE0567.an estimated accuracy of +/- 6 seconds.
 KE0567
 KE0567.The orthometric height was determined by differential leveling
 KE0567.and adjusted by the National Geodetic Survey in June 1991..
 KE0567
 KE0567.The geoid height was determined by GEOID03.
 KE0567
 KE0567.The dynamic height is computed by dividing the NAVD 88
 KE0567.geopotential number by the normal gravity value computed on the
 KE0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0567.degrees latitude (g = 980.6199 gals.).
 KE0567
 KE0567.The modeled gravity was interpolated from observed gravity values.
 KE0567
 KE0567;                    North         East    Units  Estimated Accuracy
 KE0567;SPC KS N     -   134,710.      640,510.      MT  (+/- 180 meters Scaled)
 KE0567
 KE0567                          SUPERSEDED SURVEY CONTROL
 KE0567
 KE0567  NGVD 29 (??/??/92)  314.425  (m)         1031.58   (f) ADJ UNCH    2 0
 KE0567
 KE0567.Superseded values are not recommended for survey control.
 KE0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0567.See file dsdata.txt to determine how the superseded data were derived.
 KE0567
 KE0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD106760(NAD 83)
 KE0567_MARKER: Z = SEE DESCRIPTION
 KE0567_SETTING: 0 = UNSPECIFIED SETTING
 KE0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0567
 KE0567  HISTORY     - Date     Condition        Report By
 KE0567  HISTORY     - UNK      MONUMENTED       MPRR
 KE0567  HISTORY     - 1950     GOOD             NGS
 KE0567
 KE0567                          STATION DESCRIPTION
 KE0567
 KE0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0567'6.1 MI W FROM ATCHISON.
 KE0567'6.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM UNION
 KE0567'STATION AT ATCHISON, ATCHISON COUNTY, AND BETWEEN THE TRACKS
 KE0567'OF THE M.P.R.R. AND THE ATCHISON, TOPEKA AND SANTA FE RAILWAY.
 KE0567'THE HIGHEST POINT OF A SECTION OF RAIL, PAINTED 6 AND SET VERTICALLY
 KE0567'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0589 ***********************************************************************
 HE0589  DESIGNATION -  6
 HE0589  PID         -  HE0589
 HE0589  STATE/COUNTY-  KS/WILSON
 HE0589  USGS QUAD   -  MIDDLETOWN (1975)
 HE0589
 HE0589                         *CURRENT SURVEY CONTROL
 HE0589  ___________________________________________________________________
 HE0589* NAD 83(1986)-  37 39 45.     (N)    095 51 26.     (W)     SCALED    
 HE0589* NAVD 88     -       262.985  (meters)     862.81   (feet)  ADJUSTED  
 HE0589  ___________________________________________________________________
 HE0589  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HE0589  DYNAMIC HT  -         262.780 (meters)     862.14  (feet)  COMP
 HE0589  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 HE0589
 HE0589  VERT ORDER  -  FIRST     CLASS II
 HE0589
 HE0589.The horizontal coordinates were scaled from a topographic map and have
 HE0589.an estimated accuracy of +/- 6 seconds.
 HE0589
 HE0589.The orthometric height was determined by differential leveling
 HE0589.and adjusted by the National Geodetic Survey in June 1991..
 HE0589
 HE0589.The geoid height was determined by GEOID03.
 HE0589
 HE0589.The dynamic height is computed by dividing the NAVD 88
 HE0589.geopotential number by the normal gravity value computed on the
 HE0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0589.degrees latitude (g = 980.6199 gals.).
 HE0589
 HE0589.The modeled gravity was interpolated from observed gravity values.
 HE0589
 HE0589;                    North         East    Units  Estimated Accuracy
 HE0589;SPC KS S     -   513,830.      633,140.      MT  (+/- 180 meters Scaled)
 HE0589
 HE0589                          SUPERSEDED SURVEY CONTROL
 HE0589
 HE0589  NGVD 29 (??/??/92)  262.846  (m)          862.35   (f) ADJ UNCH    1 2
 HE0589
 HE0589.Superseded values are not recommended for survey control.
 HE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0589.See file dsdata.txt to determine how the superseded data were derived.
 HE0589
 HE0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB479722(NAD 83)
 HE0589_MARKER: B = BOLT
 HE0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0589+STABILITY: SURFACE MOTION
 HE0589
 HE0589  HISTORY     - Date     Condition        Report By
 HE0589  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0589  HISTORY     - 1934     GOOD             NGS
 HE0589  HISTORY     - 1975     MARK NOT FOUND   USGS
 HE0589  HISTORY     - 1975     MARK NOT FOUND   USGS
 HE0589
 HE0589                          STATION DESCRIPTION
 HE0589
 HE0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0589'1.8 MI NW FROM FARMDALE.
 HE0589'1.8 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED
 HE0589'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT
 HE0589'FARMDALE, WILSON COUNTY, AND 49 FEET NORTHEAST OF THE CENTERLINE
 HE0589'OF THE OLD ROADBED.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE
 HE0589'POST PROJECTING 6 INCHES ABOVE GROUND.
 HE0589
 HE0589                          STATION RECOVERY (1975)
 HE0589
 HE0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0589'MARK NOT FOUND.
 HE0589
 HE0589                          STATION RECOVERY (1975)
 HE0589
 HE0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0646 ***********************************************************************
 KE0646  DESIGNATION -  6
 KE0646  PID         -  KE0646
 KE0646  STATE/COUNTY-  KS/LEAVENWORTH
 KE0646  USGS QUAD   -  MC LOUTH (1979)
 KE0646
 KE0646                         *CURRENT SURVEY CONTROL
 KE0646  ___________________________________________________________________
 KE0646* NAD 83(1986)-  39 09 46.     (N)    095 10 33.     (W)     SCALED    
 KE0646* NAVD 88     -       333.616  (meters)    1094.54   (feet)  ADJUSTED  
 KE0646  ___________________________________________________________________
 KE0646  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0646  DYNAMIC HT  -         333.398 (meters)    1093.82  (feet)  COMP
 KE0646  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 KE0646
 KE0646  VERT ORDER  -  SECOND    CLASS 0
 KE0646
 KE0646.The horizontal coordinates were scaled from a topographic map and have
 KE0646.an estimated accuracy of +/- 6 seconds.
 KE0646
 KE0646.The orthometric height was determined by differential leveling
 KE0646.and adjusted by the National Geodetic Survey in June 1991..
 KE0646
 KE0646.The geoid height was determined by GEOID03.
 KE0646
 KE0646.The dynamic height is computed by dividing the NAVD 88
 KE0646.geopotential number by the normal gravity value computed on the
 KE0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0646.degrees latitude (g = 980.6199 gals.).
 KE0646
 KE0646.The modeled gravity was interpolated from observed gravity values.
 KE0646
 KE0646;                    North         East    Units  Estimated Accuracy
 KE0646;SPC KS N     -    95,880.      644,040.      MT  (+/- 180 meters Scaled)
 KE0646
 KE0646                          SUPERSEDED SURVEY CONTROL
 KE0646
 KE0646  NGVD 29 (??/??/92)  333.530  (m)         1094.26   (f) ADJ UNCH    2 0
 KE0646
 KE0646.Superseded values are not recommended for survey control.
 KE0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0646.See file dsdata.txt to determine how the superseded data were derived.
 KE0646
 KE0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD120370(NAD 83)
 KE0646_MARKER: B = BOLT
 KE0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0646+STABILITY: SURFACE MOTION
 KE0646
 KE0646  HISTORY     - Date     Condition        Report By
 KE0646  HISTORY     - UNK      MONUMENTED       KSHC
 KE0646  HISTORY     - 1950     GOOD             NGS
 KE0646
 KE0646                          STATION DESCRIPTION
 KE0646
 KE0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0646'3.5 MI SE FROM MC LOUTH.
 KE0646'IN LEAVENWORTH COUNTY, 3.5 MILES SOUTHEAST ALONG STATE HIGHWAY
 KE0646'16 FROM THE HIGH SCHOOL AT MC LOUTH, JEFFERSON COUNTY, AT A
 KE0646'SMALL WASH, 38 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 KE0646'29 FEET SOUTHEAST OF A 24-INCH BEECH TREE, AND 1-1/2 FEET
 KE0646'LOWER THAN THE HIGHWAY.  A COPPER BOLT, SET IN THE TOP OF A
 KE0646'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0498 ***********************************************************************
 HF0498  DESIGNATION -  6
 HF0498  PID         -  HF0498
 HF0498  STATE/COUNTY-  KS/BUTLER
 HF0498  USGS QUAD   -  DOUGLASS (1983)
 HF0498
 HF0498                         *CURRENT SURVEY CONTROL
 HF0498  ___________________________________________________________________
 HF0498* NAD 83(1986)-  37 32 32.     (N)    097 00 16.     (W)     SCALED    
 HF0498* NAVD 88     -       361.904  (meters)    1187.35   (feet)  ADJUSTED  
 HF0498  ___________________________________________________________________
 HF0498  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF0498  DYNAMIC HT  -         361.616 (meters)    1186.40  (feet)  COMP
 HF0498  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 HF0498
 HF0498  VERT ORDER  -  SECOND    CLASS 0
 HF0498
 HF0498.The horizontal coordinates were scaled from a topographic map and have
 HF0498.an estimated accuracy of +/- 6 seconds.
 HF0498
 HF0498.The orthometric height was determined by differential leveling
 HF0498.and adjusted by the National Geodetic Survey in June 1991..
 HF0498
 HF0498.The geoid height was determined by GEOID03.
 HF0498
 HF0498.The dynamic height is computed by dividing the NAVD 88
 HF0498.geopotential number by the normal gravity value computed on the
 HF0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0498.degrees latitude (g = 980.6199 gals.).
 HF0498
 HF0498.The modeled gravity was interpolated from observed gravity values.
 HF0498
 HF0498;                    North         East    Units  Estimated Accuracy
 HF0498;SPC KS S     -   498,230.      532,160.      MT  (+/- 180 meters Scaled)
 HF0498
 HF0498                          SUPERSEDED SURVEY CONTROL
 HF0498
 HF0498  NGVD 29 (??/??/92)  361.780  (m)         1186.94   (f) ADJ UNCH    2 0
 HF0498
 HF0498.Superseded values are not recommended for survey control.
 HF0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0498.See file dsdata.txt to determine how the superseded data were derived.
 HF0498
 HF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG762568(NAD 83)
 HF0498_MARKER: B = BOLT
 HF0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0498_SP_SET: BRIDGE SEAT
 HF0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0498
 HF0498  HISTORY     - Date     Condition        Report By
 HF0498  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0498  HISTORY     - 1935     GOOD             NGS
 HF0498
 HF0498                          STATION DESCRIPTION
 HF0498
 HF0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0498'1.8 MI N FROM DOUGLASS.
 HF0498'1.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0498'FROM DOUGLASS, BUTLER COUNTY, NEAR MILEPOST 209, AT BRIDGE 209
 HF0498'A, AND IN THE RIGHT BRIDGE SEAT OF THE EAST ABUTMENT.  AN IRON
 HF0498'BOLT OR A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0675 ***********************************************************************
 KF0675  DESIGNATION -  6
 KF0675  PID         -  KF0675
 KF0675  STATE/COUNTY-  KS/GEARY
 KF0675  USGS QUAD   -  JUNCTION CITY (1982)
 KF0675
 KF0675                         *CURRENT SURVEY CONTROL
 KF0675  ___________________________________________________________________
 KF0675* NAD 83(1986)-  39 03 30.     (N)    096 45 57.     (W)     SCALED    
 KF0675* NAVD 88     -       322.483  (meters)    1058.01   (feet)  ADJUSTED  
 KF0675  ___________________________________________________________________
 KF0675  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 KF0675  DYNAMIC HT  -         322.264 (meters)    1057.29  (feet)  COMP
 KF0675  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 KF0675
 KF0675  VERT ORDER  -  FIRST     CLASS II
 KF0675
 KF0675.This mark is at Marshall Aaf Airport (FRI)
 KF0675
 KF0675.The horizontal coordinates were scaled from a topographic map and have
 KF0675.an estimated accuracy of +/- 6 seconds.
 KF0675
 KF0675.The orthometric height was determined by differential leveling
 KF0675.and adjusted by the National Geodetic Survey in June 1991..
 KF0675
 KF0675.The geoid height was determined by GEOID03.
 KF0675
 KF0675.The dynamic height is computed by dividing the NAVD 88
 KF0675.geopotential number by the normal gravity value computed on the
 KF0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0675.degrees latitude (g = 980.6199 gals.).
 KF0675
 KF0675.The modeled gravity was interpolated from observed gravity values.
 KF0675
 KF0675;                    North         East    Units  Estimated Accuracy
 KF0675;SPC KS N     -    81,210.      506,820.      MT  (+/- 180 meters Scaled)
 KF0675
 KF0675                          SUPERSEDED SURVEY CONTROL
 KF0675
 KF0675  NGVD 29 (??/??/92)  322.356  (m)         1057.60   (f) ADJ UNCH    1 2
 KF0675
 KF0675.Superseded values are not recommended for survey control.
 KF0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0675.See file dsdata.txt to determine how the superseded data were derived.
 KF0675
 KF0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ933256(NAD 83)
 KF0675_MARKER: DD = SURVEY DISK
 KF0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0675_SP_SET: CONCRETE POST
 KF0675_STAMPING: 6
 KF0675_MARK LOGO: KSGS  
 KF0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0675+STABILITY: SURFACE MOTION
 KF0675
 KF0675  HISTORY     - Date     Condition        Report By
 KF0675  HISTORY     - UNK      MONUMENTED       KSGS
 KF0675  HISTORY     - 1965     GOOD             NGS
 KF0675  HISTORY     - 1986     GOOD             NGS
 KF0675
 KF0675                          STATION DESCRIPTION
 KF0675
 KF0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0675'AT US ARMY MARSHALL FIELD.
 KF0675'AT THE U.S. ARMY MARSHALL AIR FIELD, AT BUILDING NO. 839 BASE
 KF0675'OPERATIONS BUILDING, BETWEEN THE BUILDING AND HANGAR NO. 2
 KF0675'133 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE HANGAR, 72
 KF0675'FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE OPERATIONS
 KF0675'BUILDING 25.5 FEET WEST OF THE SOUTHWEST CORNER, 23.6 FEET
 KF0675'EAST OF THE SOUTHEAST CORNER OF HANGAR NO. 2, 1 FOOT SOUTH OF
 KF0675'THE EDGE OF THE RAMP.  A STATE SURVEY DISK, STAMPED 6, IN THE
 KF0675'TOP OF A CONCRETE POST AND 6-INCHES BELOW THE SURFACE OF THE
 KF0675'GROUND.  IT IS COVERED WITH A 4-INCH IRON CAP.
 KF0675
 KF0675                          STATION RECOVERY (1986)
 KF0675
 KF0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0503 ***********************************************************************
 JF0503  DESIGNATION -  6
 JF0503  PID         -  JF0503
 JF0503  STATE/COUNTY-  KS/SALINE
 JF0503  USGS QUAD   -  NILES (1978)
 JF0503
 JF0503                         *CURRENT SURVEY CONTROL
 JF0503  ___________________________________________________________________
 JF0503* NAD 83(1986)-  38 54 33.     (N)    097 24 27.     (W)     SCALED    
 JF0503* NAVD 88     -       356.848  (meters)    1170.76   (feet)  POSTED    
 JF0503  ___________________________________________________________________
 JF0503  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 JF0503  DYNAMIC HT  -         356.610 (meters)    1169.98  (feet)  COMP
 JF0503  MODELED GRAV-     979,959.2   (mgal)                       NAVD 88
 JF0503
 JF0503  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0503
 JF0503.The horizontal coordinates were scaled from a topographic map and have
 JF0503.an estimated accuracy of +/- 6 seconds.
 JF0503
 JF0503.The orthometric height was determined by differential leveling
 JF0503.and adjusted by the National Geodetic Survey in 1992..
 JF0503.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0503.rate of 0.0 thru 1.0 mm/km.
 JF0503
 JF0503.The geoid height was determined by GEOID03.
 JF0503
 JF0503.The dynamic height is computed by dividing the NAVD 88
 JF0503.geopotential number by the normal gravity value computed on the
 JF0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0503.degrees latitude (g = 980.6199 gals.).
 JF0503
 JF0503.The modeled gravity was interpolated from observed gravity values.
 JF0503
 JF0503;                    North         East    Units  Estimated Accuracy
 JF0503;SPC KS N     -    64,090.      451,390.      MT  (+/- 180 meters Scaled)
 JF0503
 JF0503                          SUPERSEDED SURVEY CONTROL
 JF0503
 JF0503  NGVD 29 (??/??/92)  356.748  (m)         1170.43   (f) ADJ UNCH    1 2
 JF0503
 JF0503.Superseded values are not recommended for survey control.
 JF0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0503.See file dsdata.txt to determine how the superseded data were derived.
 JF0503
 JF0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ380079(NAD 83)
 JF0503_MARKER: Z = SEE DESCRIPTION
 JF0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0503_SP_SET: CULVERT
 JF0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0503
 JF0503  HISTORY     - Date     Condition        Report By
 JF0503  HISTORY     - UNK      MONUMENTED       UPRR
 JF0503  HISTORY     - 1947     GOOD             NGS
 JF0503  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0503
 JF0503                          STATION DESCRIPTION
 JF0503
 JF0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF0503'2.2 MI SW FROM SOLOMON.
 JF0503'2.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0503'STATION AT SOLOMON, 0.6 MILE SOUTHWEST OF MILEPOST 174, 145.0
 JF0503'FEET SOUTHEAST OF U.S. HIGHWAY NO. 40, 12.0 FEET NORTH OF THE
 JF0503'NORTH RAIL, ON TOP OF THE NORTHEAST WINGWALL OF STONE CULVERT
 JF0503'NO. 174.57, A SCREW SURROUNDED BY THE LETTERS UP BM CHISELED
 JF0503'IN STONE SLAB.
 JF0503
 JF0503                          STATION RECOVERY (1986)
 JF0503
 JF0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0503'THERE IS NO LONGER A WINGWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0112 ***********************************************************************
 JF0112  DESIGNATION -  6 MKTRR
 JF0112  PID         -  JF0112
 JF0112  STATE/COUNTY-  KS/MORRIS
 JF0112  USGS QUAD   -  LAKE KAHOLA (1972)
 JF0112
 JF0112                         *CURRENT SURVEY CONTROL
 JF0112  ___________________________________________________________________
 JF0112* NAD 83(1986)-  38 36 30.     (N)    096 24 57.     (W)     SCALED    
 JF0112* NAVD 88     -       367.299  (meters)    1205.05   (feet)  ADJUSTED  
 JF0112  ___________________________________________________________________
 JF0112  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 JF0112  DYNAMIC HT  -         367.041 (meters)    1204.20  (feet)  COMP
 JF0112  MODELED GRAV-     979,914.4   (mgal)                       NAVD 88
 JF0112
 JF0112  VERT ORDER  -  SECOND    CLASS 0
 JF0112
 JF0112.The horizontal coordinates were scaled from a topographic map and have
 JF0112.an estimated accuracy of +/- 6 seconds.
 JF0112
 JF0112.The orthometric height was determined by differential leveling
 JF0112.and adjusted by the National Geodetic Survey in June 1991..
 JF0112
 JF0112.The geoid height was determined by GEOID03.
 JF0112
 JF0112.The dynamic height is computed by dividing the NAVD 88
 JF0112.geopotential number by the normal gravity value computed on the
 JF0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0112.degrees latitude (g = 980.6199 gals.).
 JF0112
 JF0112.The modeled gravity was interpolated from observed gravity values.
 JF0112
 JF0112;                    North         East    Units  Estimated Accuracy
 JF0112;SPC KS N     -    31,740.      537,980.      MT  (+/- 180 meters Scaled)
 JF0112
 JF0112                          SUPERSEDED SURVEY CONTROL
 JF0112
 JF0112  NGVD 29 (??/??/92)  367.158  (m)         1204.58   (f) ADJ UNCH    2 0
 JF0112
 JF0112.Superseded values are not recommended for survey control.
 JF0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0112.See file dsdata.txt to determine how the superseded data were derived.
 JF0112
 JF0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH250764(NAD 83)
 JF0112_MARKER: DD = SURVEY DISK
 JF0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0112_SP_SET: CULVERT
 JF0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0112
 JF0112  HISTORY     - Date     Condition        Report By
 JF0112  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0112  HISTORY     - 1935     GOOD             NGS
 JF0112  HISTORY     - 1968     GOOD             NGS
 JF0112
 JF0112                          STATION DESCRIPTION
 JF0112
 JF0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0112'3.4 MI NW FROM DUNLAP.
 JF0112'3.4 MILES N.W. OF DUNLAP STATION ALONG M.K. AND T. RR. IN S.
 JF0112'END OF RAISED CENTER STRIP OF BRONZE DISC IN S. END OF W. HEADWALL
 JF0112'OF DOUBLE 4 X 6 CONC. CULVERT, 100 YDS. N. OF MP 115.  NOTE-- OLD
 JF0112'RAILROAD HAS BEEN ABANDONED AND R.R. DEPOT IS GONE.
 JF0112
 JF0112                          STATION RECOVERY (1968)
 JF0112
 JF0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0032 ***********************************************************************
 HF0032  DESIGNATION -  60
 HF0032  PID         -  HF0032
 HF0032  STATE/COUNTY-  KS/GREENWOOD
 HF0032  USGS QUAD   -  SEVERY NORTH (1975)
 HF0032
 HF0032                         *CURRENT SURVEY CONTROL
 HF0032  ___________________________________________________________________
 HF0032* NAD 83(1986)-  37 39 47.     (N)    096 13 56.     (W)     SCALED    
 HF0032* NAVD 88     -       339.547  (meters)    1114.00   (feet)  ADJUSTED  
 HF0032  ___________________________________________________________________
 HF0032  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 HF0032  DYNAMIC HT  -         339.277 (meters)    1113.11  (feet)  COMP
 HF0032  MODELED GRAV-     979,827.3   (mgal)                       NAVD 88
 HF0032
 HF0032  VERT ORDER  -  SECOND    CLASS 0
 HF0032
 HF0032.The horizontal coordinates were scaled from a topographic map and have
 HF0032.an estimated accuracy of +/- 6 seconds.
 HF0032
 HF0032.The orthometric height was determined by differential leveling
 HF0032.and adjusted by the National Geodetic Survey in June 1991..
 HF0032
 HF0032.The geoid height was determined by GEOID03.
 HF0032
 HF0032.The dynamic height is computed by dividing the NAVD 88
 HF0032.geopotential number by the normal gravity value computed on the
 HF0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0032.degrees latitude (g = 980.6199 gals.).
 HF0032
 HF0032.The modeled gravity was interpolated from observed gravity values.
 HF0032
 HF0032;                    North         East    Units  Estimated Accuracy
 HF0032;SPC KS S     -   513,020.      600,060.      MT  (+/- 180 meters Scaled)
 HF0032
 HF0032                          SUPERSEDED SURVEY CONTROL
 HF0032
 HF0032  NGVD 29 (??/??/92)  339.390  (m)         1113.48   (f) ADJ UNCH    2 0
 HF0032
 HF0032.Superseded values are not recommended for survey control.
 HF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0032.See file dsdata.txt to determine how the superseded data were derived.
 HF0032
 HF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG441720(NAD 83)
 HF0032_MARKER: B = BOLT
 HF0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0032+STABILITY: SURFACE MOTION
 HF0032
 HF0032  HISTORY     - Date     Condition        Report By
 HF0032  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0032  HISTORY     - 1935     GOOD             NGS
 HF0032
 HF0032                          STATION DESCRIPTION
 HF0032
 HF0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0032'2.9 MI N FROM SEVERY.
 HF0032'2.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0032'FROM SEVERY, GREENWOOD COUNTY, AT MILEPOST 60, AND 48 FEET WEST
 HF0032'OF THE CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP OF A
 HF0032'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0245 ***********************************************************************
 JF0245  DESIGNATION -  6+00
 JF0245  PID         -  JF0245
 JF0245  STATE/COUNTY-  KS/CHASE
 JF0245  USGS QUAD   -  HYMER (1989)
 JF0245
 JF0245                         *CURRENT SURVEY CONTROL
 JF0245  ___________________________________________________________________
 JF0245* NAD 83(1986)-  38 28 08.     (N)    096 40 28.     (W)     SCALED    
 JF0245* NAVD 88     -       383.693  (meters)    1258.83   (feet)  ADJUSTED  
 JF0245  ___________________________________________________________________
 JF0245  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 JF0245  DYNAMIC HT  -         383.416 (meters)    1257.92  (feet)  COMP
 JF0245  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 JF0245
 JF0245  VERT ORDER  -  SECOND    CLASS 0
 JF0245
 JF0245.The horizontal coordinates were scaled from a topographic map and have
 JF0245.an estimated accuracy of +/- 6 seconds.
 JF0245
 JF0245.The orthometric height was determined by differential leveling
 JF0245.and adjusted by the National Geodetic Survey in June 1991..
 JF0245
 JF0245.The geoid height was determined by GEOID03.
 JF0245
 JF0245.The dynamic height is computed by dividing the NAVD 88
 JF0245.geopotential number by the normal gravity value computed on the
 JF0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0245.degrees latitude (g = 980.6199 gals.).
 JF0245
 JF0245.The modeled gravity was interpolated from observed gravity values.
 JF0245
 JF0245;                    North         East    Units  Estimated Accuracy
 JF0245;SPC KS S     -   601,580.      559,300.      MT  (+/- 180 meters Scaled)
 JF0245
 JF0245                          SUPERSEDED SURVEY CONTROL
 JF0245
 JF0245  NGVD 29 (??/??/92)  383.553  (m)         1258.37   (f) ADJ UNCH    2 0
 JF0245
 JF0245.Superseded values are not recommended for survey control.
 JF0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0245.See file dsdata.txt to determine how the superseded data were derived.
 JF0245
 JF0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH028604(NAD 83)
 JF0245_MARKER: B = BOLT
 JF0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0245+STABILITY: SURFACE MOTION
 JF0245
 JF0245  HISTORY     - Date     Condition        Report By
 JF0245  HISTORY     - UNK      MONUMENTED       CGS
 JF0245  HISTORY     - 1934     GOOD             NGS
 JF0245
 JF0245                          STATION DESCRIPTION
 JF0245
 JF0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0245'1.4 MI S FROM HYMER.
 JF0245'1.4 MI SOUTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0245'FE R.R. CO.  AT MILE POST 6.  50 FT. RIGHT OF EAST OF THE CENTER
 JF0245'LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0405 ***********************************************************************
 KG0405  DESIGNATION -  600
 KG0405  PID         -  KG0405
 KG0405  STATE/COUNTY-  KS/PHILLIPS
 KG0405  USGS QUAD   -  LOGAN (1978)
 KG0405
 KG0405                         *CURRENT SURVEY CONTROL
 KG0405  ___________________________________________________________________
 KG0405* NAD 83(1986)-  39 39 26.     (N)    099 35 34.     (W)     SCALED    
 KG0405* NAVD 88     -       599.620  (meters)    1967.25   (feet)  ADJUSTED  
 KG0405  ___________________________________________________________________
 KG0405  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 KG0405  DYNAMIC HT  -         599.220 (meters)    1965.94  (feet)  COMP
 KG0405  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 KG0405
 KG0405  VERT ORDER  -  SECOND    CLASS 0
 KG0405
 KG0405.The horizontal coordinates were scaled from a topographic map and have
 KG0405.an estimated accuracy of +/- 6 seconds.
 KG0405
 KG0405.The orthometric height was determined by differential leveling
 KG0405.and adjusted by the National Geodetic Survey in June 1991..
 KG0405
 KG0405.The geoid height was determined by GEOID03.
 KG0405
 KG0405.The dynamic height is computed by dividing the NAVD 88
 KG0405.geopotential number by the normal gravity value computed on the
 KG0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0405.degrees latitude (g = 980.6199 gals.).
 KG0405
 KG0405.The modeled gravity was interpolated from observed gravity values.
 KG0405
 KG0405;                    North         East    Units  Estimated Accuracy
 KG0405;SPC KS N     -   148,170.      263,320.      MT  (+/- 180 meters Scaled)
 KG0405
 KG0405                          SUPERSEDED SURVEY CONTROL
 KG0405
 KG0405  NGVD 29 (??/??/92)  599.375  (m)         1966.45   (f) ADJ UNCH    2 0
 KG0405
 KG0405.Superseded values are not recommended for survey control.
 KG0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0405.See file dsdata.txt to determine how the superseded data were derived.
 KG0405
 KG0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ491898(NAD 83)
 KG0405_MARKER: DB = BENCH MARK DISK
 KG0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0405+STABILITY: SURFACE MOTION
 KG0405
 KG0405  HISTORY     - Date     Condition        Report By
 KG0405  HISTORY     - UNK      MONUMENTED       MPRR
 KG0405  HISTORY     - 1934     GOOD             NGS
 KG0405  HISTORY     - 1974     MARK NOT FOUND   USGS
 KG0405
 KG0405                          STATION DESCRIPTION
 KG0405
 KG0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0405'1.4 MI W FROM LOGAN.
 KG0405'1.4 MILES WEST OF MISSOURI PACIFIC STATION AT LOGAN, AT MILEAGE
 KG0405'POST 600, 9 FEET NORTH OF CENTERLINE OF MISSOURI PACIFIC RR.
 KG0405'TRACK.
 KG0405
 KG0405                          STATION RECOVERY (1974)
 KG0405
 KG0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KG0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0311 ***********************************************************************
 JG0311  DESIGNATION -  600 RESET
 JG0311  PID         -  JG0311
 JG0311  STATE/COUNTY-  KS/RUSH
 JG0311  USGS QUAD   -  HARGRAVE (1966)
 JG0311
 JG0311                         *CURRENT SURVEY CONTROL
 JG0311  ___________________________________________________________________
 JG0311* NAD 83(1986)-  38 33 31.     (N)    099 28 38.     (W)     SCALED    
 JG0311* NAVD 88     -       671.515  (meters)    2203.13   (feet)  ADJUSTED  
 JG0311  ___________________________________________________________________
 JG0311  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0311  DYNAMIC HT  -         671.000 (meters)    2201.44  (feet)  COMP
 JG0311  MODELED GRAV-     979,839.7   (mgal)                       NAVD 88
 JG0311
 JG0311  VERT ORDER  -  SECOND    CLASS 0
 JG0311
 JG0311.The horizontal coordinates were scaled from a topographic map and have
 JG0311.an estimated accuracy of +/- 6 seconds.
 JG0311
 JG0311.The orthometric height was determined by differential leveling
 JG0311.and adjusted by the National Geodetic Survey in June 1991..
 JG0311
 JG0311.The geoid height was determined by GEOID03.
 JG0311
 JG0311.The dynamic height is computed by dividing the NAVD 88
 JG0311.geopotential number by the normal gravity value computed on the
 JG0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0311.degrees latitude (g = 980.6199 gals.).
 JG0311
 JG0311.The modeled gravity was interpolated from observed gravity values.
 JG0311
 JG0311;                    North         East    Units  Estimated Accuracy
 JG0311;SPC KS S     -   610,430.      314,830.      MT  (+/- 180 meters Scaled)
 JG0311
 JG0311                          SUPERSEDED SURVEY CONTROL
 JG0311
 JG0311  NGVD 29 (??/??/92)  671.244  (m)         2202.24   (f) ADJ UNCH    2 0
 JG0311
 JG0311.Superseded values are not recommended for survey control.
 JG0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0311.See file dsdata.txt to determine how the superseded data were derived.
 JG0311
 JG0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH584679(NAD 83)
 JG0311_MARKER: Z = SEE DESCRIPTION
 JG0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0311+STABILITY: SURFACE MOTION
 JG0311
 JG0311  HISTORY     - Date     Condition        Report By
 JG0311  HISTORY     - 1940     MONUMENTED       MPRR
 JG0311  HISTORY     - 1940     GOOD             NGS
 JG0311
 JG0311                          STATION DESCRIPTION
 JG0311
 JG0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0311'5.4 MI E FROM MC CRACKEN.
 JG0311'5.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JG0311'AT MC CRACKEN, RUSH COUNTY, AT MILEPOST 600, AND 9 FEET NORTH OF
 JG0311'THE CENTER LINE OF THE TRACK.  THE HIGHEST POINT ON THE TOP OF A
 JG0311'CONCRETE POST PROJECTING 2.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0520 ***********************************************************************
 JG0520  DESIGNATION -  605 RESET
 JG0520  PID         -  JG0520
 JG0520  STATE/COUNTY-  KS/RUSH
 JG0520  USGS QUAD   -  MC CRACKEN (1965)
 JG0520
 JG0520                         *CURRENT SURVEY CONTROL
 JG0520  ___________________________________________________________________
 JG0520* NAD 83(1986)-  38 35 00.     (N)    099 33 53.     (W)     SCALED    
 JG0520* NAVD 88     -       650.717  (meters)    2134.89   (feet)  ADJUSTED  
 JG0520  ___________________________________________________________________
 JG0520  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0520  DYNAMIC HT  -         650.214 (meters)    2133.24  (feet)  COMP
 JG0520  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 JG0520
 JG0520  VERT ORDER  -  SECOND    CLASS 0
 JG0520
 JG0520.The horizontal coordinates were scaled from a topographic map and have
 JG0520.an estimated accuracy of +/- 6 seconds.
 JG0520
 JG0520.The orthometric height was determined by differential leveling
 JG0520.and adjusted by the National Geodetic Survey in June 1991..
 JG0520
 JG0520.The geoid height was determined by GEOID03.
 JG0520
 JG0520.The dynamic height is computed by dividing the NAVD 88
 JG0520.geopotential number by the normal gravity value computed on the
 JG0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0520.degrees latitude (g = 980.6199 gals.).
 JG0520
 JG0520.The modeled gravity was interpolated from observed gravity values.
 JG0520
 JG0520;                    North         East    Units  Estimated Accuracy
 JG0520;SPC KS S     -   613,260.      307,230.      MT  (+/- 180 meters Scaled)
 JG0520
 JG0520                          SUPERSEDED SURVEY CONTROL
 JG0520
 JG0520  NGVD 29 (??/??/92)  650.438  (m)         2133.98   (f) ADJ UNCH    2 0
 JG0520
 JG0520.Superseded values are not recommended for survey control.
 JG0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0520.See file dsdata.txt to determine how the superseded data were derived.
 JG0520
 JG0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH508706(NAD 83)
 JG0520_MARKER: N = NAIL
 JG0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0520+STABILITY: SURFACE MOTION
 JG0520
 JG0520  HISTORY     - Date     Condition        Report By
 JG0520  HISTORY     - 1940     MONUMENTED       MPRR
 JG0520  HISTORY     - 1940     GOOD             NGS
 JG0520
 JG0520                          STATION DESCRIPTION
 JG0520
 JG0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0520'0.4 MI E FROM MC CRACKEN.
 JG0520'0.4 MILES EAST OF THE DEPOT IN MC CRACKEN BENCH MARK IS ALONG
 JG0520'THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  AT MILEPOST
 JG0520'NO. 605, 9.0 FEET NORTH OF THE CENTER LINE OF THE TRACK.
 JG0520'MONUMENT PROJECTS 2.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0527 ***********************************************************************
 JG0527  DESIGNATION -  610 RESET
 JG0527  PID         -  JG0527
 JG0527  STATE/COUNTY-  KS/NESS
 JG0527  USGS QUAD   -  MC CRACKEN SW (1966)
 JG0527
 JG0527                         *CURRENT SURVEY CONTROL
 JG0527  ___________________________________________________________________
 JG0527* NAD 83(1986)-  38 35 41.     (N)    099 39 16.     (W)     SCALED    
 JG0527* NAVD 88     -       679.700  (meters)    2229.98   (feet)  ADJUSTED  
 JG0527  ___________________________________________________________________
 JG0527  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 JG0527  DYNAMIC HT  -         679.169 (meters)    2228.24  (feet)  COMP
 JG0527  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 JG0527
 JG0527  VERT ORDER  -  SECOND    CLASS 0
 JG0527
 JG0527.The horizontal coordinates were scaled from a topographic map and have
 JG0527.an estimated accuracy of +/- 6 seconds.
 JG0527
 JG0527.The orthometric height was determined by differential leveling
 JG0527.and adjusted by the National Geodetic Survey in June 1991..
 JG0527
 JG0527.The geoid height was determined by GEOID03.
 JG0527
 JG0527.The dynamic height is computed by dividing the NAVD 88
 JG0527.geopotential number by the normal gravity value computed on the
 JG0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0527.degrees latitude (g = 980.6199 gals.).
 JG0527
 JG0527.The modeled gravity was interpolated from observed gravity values.
 JG0527
 JG0527;                    North         East    Units  Estimated Accuracy
 JG0527;SPC KS S     -   614,620.      299,430.      MT  (+/- 180 meters Scaled)
 JG0527
 JG0527                          SUPERSEDED SURVEY CONTROL
 JG0527
 JG0527  NGVD 29 (??/??/92)  679.413  (m)         2229.04   (f) ADJ UNCH    2 0
 JG0527
 JG0527.Superseded values are not recommended for survey control.
 JG0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0527.See file dsdata.txt to determine how the superseded data were derived.
 JG0527
 JG0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH430720(NAD 83)
 JG0527_MARKER: DB = BENCH MARK DISK
 JG0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0527+STABILITY: SURFACE MOTION
 JG0527
 JG0527  HISTORY     - Date     Condition        Report By
 JG0527  HISTORY     - 1940     MONUMENTED       MPRR
 JG0527  HISTORY     - 1940     GOOD             NGS
 JG0527
 JG0527                          STATION DESCRIPTION
 JG0527
 JG0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0527'4.7 MI W FROM MC CRACKEN.
 JG0527'4.7 MILES WEST OF THE DEPOT IN MC CRACKEN BENCH MARK IS ALONG
 JG0527'THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  AT MILEPOST
 JG0527'NO. 610, 9.0 FEET NORTH OF THE CENTER LINE OF THE TRACK.
 JG0527'MONUMENT PROJECTS 2.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0534 ***********************************************************************
 JG0534  DESIGNATION -  615 RESET
 JG0534  PID         -  JG0534
 JG0534  STATE/COUNTY-  KS/NESS
 JG0534  USGS QUAD   -  BROWNELL (1980)
 JG0534
 JG0534                         *CURRENT SURVEY CONTROL
 JG0534  ___________________________________________________________________
 JG0534* NAD 83(1986)-  38 37 38.     (N)    099 43 44.     (W)     SCALED    
 JG0534* NAVD 88     -       731.926  (meters)    2401.33   (feet)  ADJUSTED  
 JG0534  ___________________________________________________________________
 JG0534  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JG0534  DYNAMIC HT  -         731.349 (meters)    2399.43  (feet)  COMP
 JG0534  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 JG0534
 JG0534  VERT ORDER  -  SECOND    CLASS 0
 JG0534
 JG0534.The horizontal coordinates were scaled from a topographic map and have
 JG0534.an estimated accuracy of +/- 6 seconds.
 JG0534
 JG0534.The orthometric height was determined by differential leveling
 JG0534.and adjusted by the National Geodetic Survey in June 1991..
 JG0534
 JG0534.The geoid height was determined by GEOID03.
 JG0534
 JG0534.The dynamic height is computed by dividing the NAVD 88
 JG0534.geopotential number by the normal gravity value computed on the
 JG0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0534.degrees latitude (g = 980.6199 gals.).
 JG0534
 JG0534.The modeled gravity was interpolated from observed gravity values.
 JG0534
 JG0534;                    North         East    Units  Estimated Accuracy
 JG0534;SPC KS S     -   618,310.      292,990.      MT  (+/- 180 meters Scaled)
 JG0534
 JG0534                          SUPERSEDED SURVEY CONTROL
 JG0534
 JG0534  NGVD 29 (??/??/92)  731.622  (m)         2400.33   (f) ADJ UNCH    2 0
 JG0534
 JG0534.Superseded values are not recommended for survey control.
 JG0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0534.See file dsdata.txt to determine how the superseded data were derived.
 JG0534
 JG0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH365756(NAD 83)
 JG0534_MARKER: N = NAIL
 JG0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0534+STABILITY: SURFACE MOTION
 JG0534
 JG0534  HISTORY     - Date     Condition        Report By
 JG0534  HISTORY     - 1940     MONUMENTED       MPRR
 JG0534  HISTORY     - 1940     GOOD             NGS
 JG0534
 JG0534                          STATION DESCRIPTION
 JG0534
 JG0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0534'1.2 MI E FROM BROWNELL.
 JG0534'1.2 MILES EAST OF THE DEPOT IN BROWNELL BENCH MARK IS ALONG THE
 JG0534'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  AT MILEPOST NO.
 JG0534'615, 9.0 FEET NORTH OF THE CENTER LINE OF THE TRACK.  MONUMENT
 JG0534'PROJECTS 3.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1170 ***********************************************************************
 JE1170  DESIGNATION -  617
 JE1170  PID         -  JE1170
 JE1170  STATE/COUNTY-  KS/WOODSON
 JE1170  USGS QUAD   -  LE ROY (1971)
 JE1170
 JE1170                         *CURRENT SURVEY CONTROL
 JE1170  ___________________________________________________________________
 JE1170* NAD 83(1986)-  38 01 12.     (N)    095 38 38.     (W)     SCALED    
 JE1170* NAVD 88     -       316.269  (meters)    1037.63   (feet)  ADJUSTED  
 JE1170  ___________________________________________________________________
 JE1170  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JE1170  DYNAMIC HT  -         316.032 (meters)    1036.85  (feet)  COMP
 JE1170  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 JE1170
 JE1170  VERT ORDER  -  SECOND    CLASS 0
 JE1170
 JE1170.The horizontal coordinates were scaled from a topographic map and have
 JE1170.an estimated accuracy of +/- 6 seconds.
 JE1170
 JE1170.The orthometric height was determined by differential leveling
 JE1170.and adjusted by the National Geodetic Survey in June 1991..
 JE1170
 JE1170.The geoid height was determined by GEOID03.
 JE1170
 JE1170.The dynamic height is computed by dividing the NAVD 88
 JE1170.geopotential number by the normal gravity value computed on the
 JE1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1170.degrees latitude (g = 980.6199 gals.).
 JE1170
 JE1170.The modeled gravity was interpolated from observed gravity values.
 JE1170
 JE1170;                    North         East    Units  Estimated Accuracy
 JE1170;SPC KS S     -   554,040.      650,740.      MT  (+/- 180 meters Scaled)
 JE1170
 JE1170                          SUPERSEDED SURVEY CONTROL
 JE1170
 JE1170  NGVD 29 (??/??/92)  316.112  (m)         1037.11   (f) ADJ UNCH    2 0
 JE1170
 JE1170.Superseded values are not recommended for survey control.
 JE1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1170.See file dsdata.txt to determine how the superseded data were derived.
 JE1170
 JE1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC679113(NAD 83)
 JE1170_MARKER: R = RIVET
 JE1170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1170_SP_SET: CULVERT
 JE1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1170
 JE1170  HISTORY     - Date     Condition        Report By
 JE1170  HISTORY     - UNK      MONUMENTED       CGS
 JE1170  HISTORY     - 1935     GOOD             NGS
 JE1170
 JE1170                          STATION DESCRIPTION
 JE1170
 JE1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1170'3 MI N FROM VERNON.
 JE1170'3 MILES N. OF VERNON, KAN.  MONEL METAL RIVER SET IN THE W.
 JE1170'HEADWALL OF CULVERT AT MILE POLE 388-28.  RIVET IS 6 YDS E. OF
 JE1170'CENTER OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1172 ***********************************************************************
 JE1172  DESIGNATION -  618
 JE1172  PID         -  JE1172
 JE1172  STATE/COUNTY-  KS/WOODSON
 JE1172  USGS QUAD   -  LE ROY (1971)
 JE1172
 JE1172                         *CURRENT SURVEY CONTROL
 JE1172  ___________________________________________________________________
 JE1172* NAD 83(1986)-  38 01 37.     (N)    095 38 37.     (W)     SCALED    
 JE1172* NAVD 88     -       313.196  (meters)    1027.54   (feet)  ADJUSTED  
 JE1172  ___________________________________________________________________
 JE1172  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JE1172  DYNAMIC HT  -         312.962 (meters)    1026.78  (feet)  COMP
 JE1172  MODELED GRAV-     979,872.8   (mgal)                       NAVD 88
 JE1172
 JE1172  VERT ORDER  -  SECOND    CLASS 0
 JE1172
 JE1172.The horizontal coordinates were scaled from a topographic map and have
 JE1172.an estimated accuracy of +/- 6 seconds.
 JE1172
 JE1172.The orthometric height was determined by differential leveling
 JE1172.and adjusted by the National Geodetic Survey in June 1991..
 JE1172
 JE1172.The geoid height was determined by GEOID03.
 JE1172
 JE1172.The dynamic height is computed by dividing the NAVD 88
 JE1172.geopotential number by the normal gravity value computed on the
 JE1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1172.degrees latitude (g = 980.6199 gals.).
 JE1172
 JE1172.The modeled gravity was interpolated from observed gravity values.
 JE1172
 JE1172;                    North         East    Units  Estimated Accuracy
 JE1172;SPC KS S     -   554,810.      650,740.      MT  (+/- 180 meters Scaled)
 JE1172
 JE1172                          SUPERSEDED SURVEY CONTROL
 JE1172
 JE1172  NGVD 29 (??/??/92)  313.040  (m)         1027.03   (f) ADJ UNCH    2 0
 JE1172
 JE1172.Superseded values are not recommended for survey control.
 JE1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1172.See file dsdata.txt to determine how the superseded data were derived.
 JE1172
 JE1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC679121(NAD 83)
 JE1172_MARKER: R = RIVET
 JE1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1172_SP_SET: CONCRETE BASE
 JE1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1172
 JE1172  HISTORY     - Date     Condition        Report By
 JE1172  HISTORY     - UNK      MONUMENTED       CGS
 JE1172  HISTORY     - 1935     GOOD             NGS
 JE1172
 JE1172                          STATION DESCRIPTION
 JE1172
 JE1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1172'3.6 MI N FROM VERNON.
 JE1172'3.6 MILES N. OF VERNON, KAN.  MONEL METAL RIVET SET IN CONCRETE
 JE1172'BASE OF SIGNAL MARKED 388.2.  RIVET IS 3 YDS. W. OF CENTER OF
 JE1172'TRACK, AND 300 YDS. N. OF P. 246.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0546 ***********************************************************************
 JG0546  DESIGNATION -  620 RESET
 JG0546  PID         -  JG0546
 JG0546  STATE/COUNTY-  KS/NESS
 JG0546  USGS QUAD   -  OSGOOD (1980)
 JG0546
 JG0546                         *CURRENT SURVEY CONTROL
 JG0546  ___________________________________________________________________
 JG0546* NAD 83(1986)-  38 39 34.     (N)    099 48 14.     (W)     SCALED    
 JG0546* NAVD 88     -       747.908  (meters)    2453.76   (feet)  ADJUSTED  
 JG0546  ___________________________________________________________________
 JG0546  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 JG0546  DYNAMIC HT  -         747.321 (meters)    2451.84  (feet)  COMP
 JG0546  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 JG0546
 JG0546  VERT ORDER  -  SECOND    CLASS 0
 JG0546
 JG0546.The horizontal coordinates were scaled from a topographic map and have
 JG0546.an estimated accuracy of +/- 6 seconds.
 JG0546
 JG0546.The orthometric height was determined by differential leveling
 JG0546.and adjusted by the National Geodetic Survey in June 1991..
 JG0546
 JG0546.The geoid height was determined by GEOID03.
 JG0546
 JG0546.The dynamic height is computed by dividing the NAVD 88
 JG0546.geopotential number by the normal gravity value computed on the
 JG0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0546.degrees latitude (g = 980.6199 gals.).
 JG0546
 JG0546.The modeled gravity was interpolated from observed gravity values.
 JG0546
 JG0546;                    North         East    Units  Estimated Accuracy
 JG0546;SPC KS S     -   621,970.      286,510.      MT  (+/- 180 meters Scaled)
 JG0546
 JG0546                          SUPERSEDED SURVEY CONTROL
 JG0546
 JG0546  NGVD 29 (??/??/92)  747.611  (m)         2452.79   (f) ADJ UNCH    2 0
 JG0546
 JG0546.Superseded values are not recommended for survey control.
 JG0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0546.See file dsdata.txt to determine how the superseded data were derived.
 JG0546
 JG0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH300792(NAD 83)
 JG0546_MARKER: N = NAIL
 JG0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0546+STABILITY: SURFACE MOTION
 JG0546
 JG0546  HISTORY     - Date     Condition        Report By
 JG0546  HISTORY     - 1940     MONUMENTED       MPRR
 JG0546  HISTORY     - 1940     GOOD             NGS
 JG0546
 JG0546                          STATION DESCRIPTION
 JG0546
 JG0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0546'3.8 MI W FROM BROWNELL.
 JG0546'3.8 MILES WEST OF THE DEPOT IN BROWNELL, BENCH MARK IS ALONG THE
 JG0546'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  AT MILEPOST
 JG0546'NO. 620, 9.0 FEET NORTH OF THE CENTER LINE OF THE TRACK.  MONUMENT
 JG0546'PROJECTS 2.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1168 ***********************************************************************
 JE1168  DESIGNATION -  622
 JE1168  PID         -  JE1168
 JE1168  STATE/COUNTY-  KS/WOODSON
 JE1168  USGS QUAD   -  LE ROY (1971)
 JE1168
 JE1168                         *CURRENT SURVEY CONTROL
 JE1168  ___________________________________________________________________
 JE1168* NAD 83(1986)-  38 00 18.     (N)    095 38 51.     (W)     SCALED    
 JE1168* NAVD 88     -       330.141  (meters)    1083.14   (feet)  ADJUSTED  
 JE1168  ___________________________________________________________________
 JE1168  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JE1168  DYNAMIC HT  -         329.894 (meters)    1082.33  (feet)  COMP
 JE1168  MODELED GRAV-     979,870.5   (mgal)                       NAVD 88
 JE1168
 JE1168  VERT ORDER  -  SECOND    CLASS 0
 JE1168
 JE1168.The horizontal coordinates were scaled from a topographic map and have
 JE1168.an estimated accuracy of +/- 6 seconds.
 JE1168
 JE1168.The orthometric height was determined by differential leveling
 JE1168.and adjusted by the National Geodetic Survey in June 1991..
 JE1168
 JE1168.The geoid height was determined by GEOID03.
 JE1168
 JE1168.The dynamic height is computed by dividing the NAVD 88
 JE1168.geopotential number by the normal gravity value computed on the
 JE1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1168.degrees latitude (g = 980.6199 gals.).
 JE1168
 JE1168.The modeled gravity was interpolated from observed gravity values.
 JE1168
 JE1168;                    North         East    Units  Estimated Accuracy
 JE1168;SPC KS S     -   552,370.      650,470.      MT  (+/- 180 meters Scaled)
 JE1168
 JE1168                          SUPERSEDED SURVEY CONTROL
 JE1168
 JE1168  NGVD 29 (??/??/92)  329.982  (m)         1082.62   (f) ADJ UNCH    2 0
 JE1168
 JE1168.Superseded values are not recommended for survey control.
 JE1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1168.See file dsdata.txt to determine how the superseded data were derived.
 JE1168
 JE1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC675096(NAD 83)
 JE1168_MARKER: R = RIVET
 JE1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1168+STABILITY: SURFACE MOTION
 JE1168
 JE1168  HISTORY     - Date     Condition        Report By
 JE1168  HISTORY     - UNK      MONUMENTED       CGS
 JE1168  HISTORY     - 1935     GOOD             NGS
 JE1168
 JE1168                          STATION DESCRIPTION
 JE1168
 JE1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1168'2 MI N FROM VERNON.
 JE1168'2 MILES N. OF VERNON, KAN.  MONEL METAL RIVER SET IN THE TOP
 JE1168'OF CONCRETE 5 MILE POST.  RIVET IS 3 YDS. W. OF CENTER OF TRACK,
 JE1168'AND 450 YDS. S. OF N. 246.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0552 ***********************************************************************
 JG0552  DESIGNATION -  625 RESET
 JG0552  PID         -  JG0552
 JG0552  STATE/COUNTY-  KS/NESS
 JG0552  USGS QUAD   -  RANSOM (1980)
 JG0552
 JG0552                         *CURRENT SURVEY CONTROL
 JG0552  ___________________________________________________________________
 JG0552* NAD 83(1986)-  38 38 14.     (N)    099 53 15.     (W)     SCALED    
 JG0552* NAVD 88     -       762.581  (meters)    2501.90   (feet)  ADJUSTED  
 JG0552  ___________________________________________________________________
 JG0552  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 JG0552  DYNAMIC HT  -         761.978 (meters)    2499.92  (feet)  COMP
 JG0552  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 JG0552
 JG0552  VERT ORDER  -  SECOND    CLASS 0
 JG0552
 JG0552.The horizontal coordinates were scaled from a topographic map and have
 JG0552.an estimated accuracy of +/- 6 seconds.
 JG0552
 JG0552.The orthometric height was determined by differential leveling
 JG0552.and adjusted by the National Geodetic Survey in June 1991..
 JG0552
 JG0552.The geoid height was determined by GEOID03.
 JG0552
 JG0552.The dynamic height is computed by dividing the NAVD 88
 JG0552.geopotential number by the normal gravity value computed on the
 JG0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0552.degrees latitude (g = 980.6199 gals.).
 JG0552
 JG0552.The modeled gravity was interpolated from observed gravity values.
 JG0552
 JG0552;                    North         East    Units  Estimated Accuracy
 JG0552;SPC KS S     -   619,610.      279,200.      MT  (+/- 180 meters Scaled)
 JG0552
 JG0552                          SUPERSEDED SURVEY CONTROL
 JG0552
 JG0552  NGVD 29 (??/??/92)  762.279  (m)         2500.91   (f) ADJ UNCH    2 0
 JG0552
 JG0552.Superseded values are not recommended for survey control.
 JG0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0552.See file dsdata.txt to determine how the superseded data were derived.
 JG0552
 JG0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH227768(NAD 83)
 JG0552_MARKER: N = NAIL
 JG0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0552+STABILITY: SURFACE MOTION
 JG0552
 JG0552  HISTORY     - Date     Condition        Report By
 JG0552  HISTORY     - 1940     MONUMENTED       MPRR
 JG0552  HISTORY     - 1940     GOOD             NGS
 JG0552
 JG0552                          STATION DESCRIPTION
 JG0552
 JG0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0552'2.8 MI E FROM RANSOM.
 JG0552'2.8 MILES EAST OF THE DEPOT IN RANSOM, BENCH MARK IS ALONG THE
 JG0552'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  AT MILEPOST NO.
 JG0552'625, 9.0 FEET NORTH OF THE CENTER LINE OF THE TRACK.  MONUMENT
 JG0552'PROJECTS 2.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0556 ***********************************************************************
 JG0556  DESIGNATION -  62817
 JG0556  PID         -  JG0556
 JG0556  STATE/COUNTY-  KS/NESS
 JG0556  USGS QUAD   -  RANSOM (1980)
 JG0556
 JG0556                         *CURRENT SURVEY CONTROL
 JG0556  ___________________________________________________________________
 JG0556* NAD 83(1986)-  38 37 54.     (N)    099 56 54.     (W)     SCALED    
 JG0556* NAVD 88     -       767.957  (meters)    2519.54   (feet)  ADJUSTED  
 JG0556  ___________________________________________________________________
 JG0556  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 JG0556  DYNAMIC HT  -         767.347 (meters)    2517.54  (feet)  COMP
 JG0556  MODELED GRAV-     979,809.5   (mgal)                       NAVD 88
 JG0556
 JG0556  VERT ORDER  -  SECOND    CLASS 0
 JG0556
 JG0556.The horizontal coordinates were scaled from a topographic map and have
 JG0556.an estimated accuracy of +/- 6 seconds.
 JG0556
 JG0556.The orthometric height was determined by differential leveling
 JG0556.and adjusted by the National Geodetic Survey in June 1991..
 JG0556
 JG0556.The geoid height was determined by GEOID03.
 JG0556
 JG0556.The dynamic height is computed by dividing the NAVD 88
 JG0556.geopotential number by the normal gravity value computed on the
 JG0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0556.degrees latitude (g = 980.6199 gals.).
 JG0556
 JG0556.The modeled gravity was interpolated from observed gravity values.
 JG0556
 JG0556;                    North         East    Units  Estimated Accuracy
 JG0556;SPC KS S     -   619,070.      273,890.      MT  (+/- 180 meters Scaled)
 JG0556
 JG0556                          SUPERSEDED SURVEY CONTROL
 JG0556
 JG0556  NGVD 29 (??/??/92)  767.655  (m)         2518.55   (f) ADJ UNCH    2 0
 JG0556
 JG0556.Superseded values are not recommended for survey control.
 JG0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0556.See file dsdata.txt to determine how the superseded data were derived.
 JG0556
 JG0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH174763(NAD 83)
 JG0556_MARKER: Q = CHISELED SQUARE
 JG0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0556_SP_SET: CONCRETE BASE
 JG0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0556
 JG0556  HISTORY     - Date     Condition        Report By
 JG0556  HISTORY     - UNK      MONUMENTED       MPRR
 JG0556  HISTORY     - 1940     GOOD             NGS
 JG0556
 JG0556                          STATION DESCRIPTION
 JG0556
 JG0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0556'0.9 MI W FROM RANSOM.
 JG0556'0.9 MILE WEST OF THE DEPOT IN RANSOM, BENCH MARK IS ALONG THE
 JG0556'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  3 POLES EAST
 JG0556'OF MILEPOST NO. 628/17.  9 FEET NORTH OF THE CENTER LINE OF THE
 JG0556'TRACKS.  3.0 FEET ABOVE TOP OF THE RAILS.  ON TOP OF THE
 JG0556'SOUTHWEST CORNER OF CONCRETE BASE OF A RELAY BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0028 ***********************************************************************
 HF0028  DESIGNATION -  66
 HF0028  PID         -  HF0028
 HF0028  STATE/COUNTY-  KS/ELK
 HF0028  USGS QUAD   -  SEVERY SOUTH (1975)
 HF0028
 HF0028                         *CURRENT SURVEY CONTROL
 HF0028  ___________________________________________________________________
 HF0028* NAD 83(1986)-  37 34 41.     (N)    096 13 00.     (W)     SCALED    
 HF0028* NAVD 88     -       332.515  (meters)    1090.93   (feet)  ADJUSTED  
 HF0028  ___________________________________________________________________
 HF0028  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HF0028  DYNAMIC HT  -         332.248 (meters)    1090.05  (feet)  COMP
 HF0028  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 HF0028
 HF0028  VERT ORDER  -  SECOND    CLASS 0
 HF0028
 HF0028.The horizontal coordinates were scaled from a topographic map and have
 HF0028.an estimated accuracy of +/- 6 seconds.
 HF0028
 HF0028.The orthometric height was determined by differential leveling
 HF0028.and adjusted by the National Geodetic Survey in June 1991..
 HF0028
 HF0028.The geoid height was determined by GEOID03.
 HF0028
 HF0028.The dynamic height is computed by dividing the NAVD 88
 HF0028.geopotential number by the normal gravity value computed on the
 HF0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0028.degrees latitude (g = 980.6199 gals.).
 HF0028
 HF0028.The modeled gravity was interpolated from observed gravity values.
 HF0028
 HF0028;                    North         East    Units  Estimated Accuracy
 HF0028;SPC KS S     -   503,620.      601,670.      MT  (+/- 180 meters Scaled)
 HF0028
 HF0028                          SUPERSEDED SURVEY CONTROL
 HF0028
 HF0028  NGVD 29 (??/??/92)  332.357  (m)         1090.41   (f) ADJ UNCH    2 0
 HF0028
 HF0028.Superseded values are not recommended for survey control.
 HF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0028.See file dsdata.txt to determine how the superseded data were derived.
 HF0028
 HF0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG457626(NAD 83)
 HF0028_MARKER: B = BOLT
 HF0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0028+STABILITY: SURFACE MOTION
 HF0028
 HF0028  HISTORY     - Date     Condition        Report By
 HF0028  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0028  HISTORY     - 1935     GOOD             NGS
 HF0028
 HF0028                          STATION DESCRIPTION
 HF0028
 HF0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0028'2.6 MI N FROM FIAT.
 HF0028'2.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0028'FROM FIAT, ELK COUNTY, AT MILEPOST 66, AND 48 FEET WEST OF THE
 HF0028'CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP OF A CONCRETE
 HF0028'POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0026 ***********************************************************************
 HF0026  DESIGNATION -  67
 HF0026  PID         -  HF0026
 HF0026  STATE/COUNTY-  KS/ELK
 HF0026  USGS QUAD   -  SEVERY SOUTH (1975)
 HF0026
 HF0026                         *CURRENT SURVEY CONTROL
 HF0026  ___________________________________________________________________
 HF0026* NAD 83(1986)-  37 33 51.     (N)    096 12 43.     (W)     SCALED    
 HF0026* NAVD 88     -       339.188  (meters)    1112.82   (feet)  ADJUSTED  
 HF0026  ___________________________________________________________________
 HF0026  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 HF0026  DYNAMIC HT  -         338.916 (meters)    1111.93  (feet)  COMP
 HF0026  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 HF0026
 HF0026  VERT ORDER  -  SECOND    CLASS 0
 HF0026
 HF0026.The horizontal coordinates were scaled from a topographic map and have
 HF0026.an estimated accuracy of +/- 6 seconds.
 HF0026
 HF0026.The orthometric height was determined by differential leveling
 HF0026.and adjusted by the National Geodetic Survey in June 1991..
 HF0026
 HF0026.The geoid height was determined by GEOID03.
 HF0026
 HF0026.The dynamic height is computed by dividing the NAVD 88
 HF0026.geopotential number by the normal gravity value computed on the
 HF0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0026.degrees latitude (g = 980.6199 gals.).
 HF0026
 HF0026.The modeled gravity was interpolated from observed gravity values.
 HF0026
 HF0026;                    North         East    Units  Estimated Accuracy
 HF0026;SPC KS S     -   502,090.      602,120.      MT  (+/- 180 meters Scaled)
 HF0026
 HF0026                          SUPERSEDED SURVEY CONTROL
 HF0026
 HF0026  NGVD 29 (??/??/92)  339.030  (m)         1112.30   (f) ADJ UNCH    2 0
 HF0026
 HF0026.Superseded values are not recommended for survey control.
 HF0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0026.See file dsdata.txt to determine how the superseded data were derived.
 HF0026
 HF0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG462611(NAD 83)
 HF0026_MARKER: B = BOLT
 HF0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0026+STABILITY: SURFACE MOTION
 HF0026
 HF0026  HISTORY     - Date     Condition        Report By
 HF0026  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0026  HISTORY     - 1935     GOOD             NGS
 HF0026
 HF0026                          STATION DESCRIPTION
 HF0026
 HF0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0026'1.6 MI N FROM FIAT.
 HF0026'1.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0026'FROM FIAT, ELK COUNTY, AT MILEPOST 67, AND 49 FEET EAST OF THE
 HF0026'CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP OF A CONCRETE
 HF0026'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1238 ***********************************************************************
 JE1238  DESIGNATION -  68
 JE1238  PID         -  JE1238
 JE1238  STATE/COUNTY-  KS/OSAGE
 JE1238  USGS QUAD   -  CARBONDALE (1983)
 JE1238
 JE1238                         *CURRENT SURVEY CONTROL
 JE1238  ___________________________________________________________________
 JE1238* NAD 83(1986)-  38 48 36.     (N)    095 42 15.     (W)     SCALED    
 JE1238* NAVD 88     -       342.506  (meters)    1123.71   (feet)  ADJUSTED  
 JE1238  ___________________________________________________________________
 JE1238  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JE1238  DYNAMIC HT  -         342.272 (meters)    1122.94  (feet)  COMP
 JE1238  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 JE1238
 JE1238  VERT ORDER  -  FIRST     CLASS II
 JE1238
 JE1238.The horizontal coordinates were scaled from a topographic map and have
 JE1238.an estimated accuracy of +/- 6 seconds.
 JE1238
 JE1238.The orthometric height was determined by differential leveling
 JE1238.and adjusted by the National Geodetic Survey in June 1991..
 JE1238
 JE1238.The geoid height was determined by GEOID03.
 JE1238
 JE1238.The dynamic height is computed by dividing the NAVD 88
 JE1238.geopotential number by the normal gravity value computed on the
 JE1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1238.degrees latitude (g = 980.6199 gals.).
 JE1238
 JE1238.The modeled gravity was interpolated from observed gravity values.
 JE1238
 JE1238;                    North         East    Units  Estimated Accuracy
 JE1238;SPC KS S     -   641,530.      642,820.      MT  (+/- 180 meters Scaled)
 JE1238
 JE1238                          SUPERSEDED SURVEY CONTROL
 JE1238
 JE1238  NGVD 29 (??/??/92)  342.366  (m)         1123.25   (f) ADJ UNCH    1 2
 JE1238
 JE1238.Superseded values are not recommended for survey control.
 JE1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1238.See file dsdata.txt to determine how the superseded data were derived.
 JE1238
 JE1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC651991(NAD 83)
 JE1238_MARKER: B = BOLT
 JE1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1238+STABILITY: SURFACE MOTION
 JE1238
 JE1238  HISTORY     - Date     Condition        Report By
 JE1238  HISTORY     - UNK      MONUMENTED       ATSFRR
 JE1238  HISTORY     - 1934     GOOD             NGS
 JE1238  HISTORY     - 1951     GOOD             NGS
 JE1238
 JE1238                          STATION DESCRIPTION
 JE1238
 JE1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1238'0.8 MI SW FROM CARBONDALE.
 JE1238'0.8 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE1238'RAILWAY FROM THE STATION AT CARBONDALE, OSAGE COUNTY, 480 FEET
 JE1238'NORTHEAST OF A ROAD CROSSING, 42 FEET NORTHWEST OF THE NORTHWEST
 JE1238'RAIL, AND NORTHWEST OF STATION 3619+22.  AN IRON BOLT, SET IN
 JE1238'THE TOP OF A CONCRETE POST.
 JE1238
 JE1238                          STATION RECOVERY (1951)
 JE1238
 JE1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0025 ***********************************************************************
 HF0025  DESIGNATION -  68
 HF0025  PID         -  HF0025
 HF0025  STATE/COUNTY-  KS/ELK
 HF0025  USGS QUAD   -  SEVERY SOUTH (1975)
 HF0025
 HF0025                         *CURRENT SURVEY CONTROL
 HF0025  ___________________________________________________________________
 HF0025* NAD 83(1986)-  37 33 00.     (N)    096 12 32.     (W)     SCALED    
 HF0025* NAVD 88     -       344.563  (meters)    1130.45   (feet)  ADJUSTED  
 HF0025  ___________________________________________________________________
 HF0025  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 HF0025  DYNAMIC HT  -         344.286 (meters)    1129.55  (feet)  COMP
 HF0025  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 HF0025
 HF0025  VERT ORDER  -  SECOND    CLASS 0
 HF0025
 HF0025.The horizontal coordinates were scaled from a topographic map and have
 HF0025.an estimated accuracy of +/- 6 seconds.
 HF0025
 HF0025.The orthometric height was determined by differential leveling
 HF0025.and adjusted by the National Geodetic Survey in June 1991..
 HF0025
 HF0025.The geoid height was determined by GEOID03.
 HF0025
 HF0025.The dynamic height is computed by dividing the NAVD 88
 HF0025.geopotential number by the normal gravity value computed on the
 HF0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0025.degrees latitude (g = 980.6199 gals.).
 HF0025
 HF0025.The modeled gravity was interpolated from observed gravity values.
 HF0025
 HF0025;                    North         East    Units  Estimated Accuracy
 HF0025;SPC KS S     -   500,520.      602,430.      MT  (+/- 180 meters Scaled)
 HF0025
 HF0025                          SUPERSEDED SURVEY CONTROL
 HF0025
 HF0025  NGVD 29 (??/??/92)  344.404  (m)         1129.93   (f) ADJ UNCH    2 0
 HF0025
 HF0025.Superseded values are not recommended for survey control.
 HF0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0025.See file dsdata.txt to determine how the superseded data were derived.
 HF0025
 HF0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG465595(NAD 83)
 HF0025_MARKER: B = BOLT
 HF0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0025+STABILITY: SURFACE MOTION
 HF0025
 HF0025  HISTORY     - Date     Condition        Report By
 HF0025  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0025  HISTORY     - 1935     GOOD             NGS
 HF0025
 HF0025                          STATION DESCRIPTION
 HF0025
 HF0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0025'0.6 MI N FROM FIAT.
 HF0025'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0025'FROM FIAT, ELK COUNTY, AT MILEPOST 68, AND 49 FEET WEST OF THE
 HF0025'CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP OF A CONCRETE
 HF0025'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0068 ***********************************************************************
 JH0068  DESIGNATION -  685
 JH0068  PID         -  JH0068
 JH0068  STATE/COUNTY-  KS/SCOTT
 JH0068  USGS QUAD   -  SCOTT CITY (1976)
 JH0068
 JH0068                         *CURRENT SURVEY CONTROL
 JH0068  ___________________________________________________________________
 JH0068* NAD 83(1986)-  38 29 14.     (N)    100 57 02.     (W)     SCALED    
 JH0068* NAVD 88     -       905.173  (meters)    2969.72   (feet)  ADJUSTED  
 JH0068  ___________________________________________________________________
 JH0068  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 JH0068  DYNAMIC HT  -         904.407 (meters)    2967.21  (feet)  COMP
 JH0068  MODELED GRAV-     979,751.8   (mgal)                       NAVD 88
 JH0068
 JH0068  VERT ORDER  -  SECOND    CLASS 0
 JH0068
 JH0068.The horizontal coordinates were scaled from a topographic map and have
 JH0068.an estimated accuracy of +/- 6 seconds.
 JH0068
 JH0068.The orthometric height was determined by differential leveling
 JH0068.and adjusted by the National Geodetic Survey in June 1991..
 JH0068
 JH0068.The geoid height was determined by GEOID03.
 JH0068
 JH0068.The dynamic height is computed by dividing the NAVD 88
 JH0068.geopotential number by the normal gravity value computed on the
 JH0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0068.degrees latitude (g = 980.6199 gals.).
 JH0068
 JH0068.The modeled gravity was interpolated from observed gravity values.
 JH0068
 JH0068;                    North         East    Units  Estimated Accuracy
 JH0068;SPC KS S     -   604,870.      186,220.      MT  (+/- 180 meters Scaled)
 JH0068
 JH0068                          SUPERSEDED SURVEY CONTROL
 JH0068
 JH0068  NGVD 29 (??/??/92)  904.883  (m)         2968.77   (f) ADJ UNCH    2 0
 JH0068
 JH0068.Superseded values are not recommended for survey control.
 JH0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0068.See file dsdata.txt to determine how the superseded data were derived.
 JH0068
 JH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH298616(NAD 83)
 JH0068_MARKER: DB = BENCH MARK DISK
 JH0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0068+STABILITY: SURFACE MOTION
 JH0068
 JH0068  HISTORY     - Date     Condition        Report By
 JH0068  HISTORY     - UNK      MONUMENTED       MPRR
 JH0068  HISTORY     - 1940     GOOD             NGS
 JH0068
 JH0068                          STATION DESCRIPTION
 JH0068
 JH0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0068'2.4 MI W FROM SCOTT CITY.
 JH0068'2.4 MILES WEST OF THE MISSOURI PACIFIC RAILROAD STATION IN SCOTT
 JH0068'CITY ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD,
 JH0068'31 FEET SOUTH OF MILEPOST NO. 685, 10 FEET NORTH OF CENTER
 JH0068'LINE OF THE TRACK, MONUMENT IS FLUSH WITH THE TOP OF THE RAILS
 JH0068'AND PROJECTS 2.0 FEET FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0023 ***********************************************************************
 HF0023  DESIGNATION -  69
 HF0023  PID         -  HF0023
 HF0023  STATE/COUNTY-  KS/ELK
 HF0023  USGS QUAD   -  SEVERY SOUTH (1975)
 HF0023
 HF0023                         *CURRENT SURVEY CONTROL
 HF0023  ___________________________________________________________________
 HF0023* NAD 83(1986)-  37 32 06.     (N)    096 12 22.     (W)     SCALED    
 HF0023* NAVD 88     -       339.517  (meters)    1113.90   (feet)  ADJUSTED  
 HF0023  ___________________________________________________________________
 HF0023  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HF0023  DYNAMIC HT  -         339.245 (meters)    1113.01  (feet)  COMP
 HF0023  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 HF0023
 HF0023  VERT ORDER  -  SECOND    CLASS 0
 HF0023
 HF0023.The horizontal coordinates were scaled from a topographic map and have
 HF0023.an estimated accuracy of +/- 6 seconds.
 HF0023
 HF0023.The orthometric height was determined by differential leveling
 HF0023.and adjusted by the National Geodetic Survey in June 1991..
 HF0023
 HF0023.The geoid height was determined by GEOID03.
 HF0023
 HF0023.The dynamic height is computed by dividing the NAVD 88
 HF0023.geopotential number by the normal gravity value computed on the
 HF0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0023.degrees latitude (g = 980.6199 gals.).
 HF0023
 HF0023.The modeled gravity was interpolated from observed gravity values.
 HF0023
 HF0023;                    North         East    Units  Estimated Accuracy
 HF0023;SPC KS S     -   498,870.      602,710.      MT  (+/- 180 meters Scaled)
 HF0023
 HF0023                          SUPERSEDED SURVEY CONTROL
 HF0023
 HF0023  NGVD 29 (??/??/92)  339.360  (m)         1113.38   (f) ADJ UNCH    2 0
 HF0023
 HF0023.Superseded values are not recommended for survey control.
 HF0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0023.See file dsdata.txt to determine how the superseded data were derived.
 HF0023
 HF0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG468578(NAD 83)
 HF0023_MARKER: B = BOLT
 HF0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0023+STABILITY: SURFACE MOTION
 HF0023
 HF0023  HISTORY     - Date     Condition        Report By
 HF0023  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0023  HISTORY     - 1935     GOOD             NGS
 HF0023
 HF0023                          STATION DESCRIPTION
 HF0023
 HF0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0023'0.4 MI S FROM FIAT.
 HF0023'0.4 MILE SOUTH ALONG THE ATCHSION, TOPEKA AND SANTA FE RAILWAY
 HF0023'FROM FIAT, ELK COUNTY, AT MILEPOST 69, AND 49 FEET WEST OF THE
 HF0023'CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP OF A CONCRETE
 HF0023'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0246 ***********************************************************************
 JH0246  DESIGNATION -  690
 JH0246  PID         -  JH0246
 JH0246  STATE/COUNTY-  KS/SCOTT
 JH0246  USGS QUAD   -  MODOC (1976)
 JH0246
 JH0246                         *CURRENT SURVEY CONTROL
 JH0246  ___________________________________________________________________
 JH0246* NAD 83(1986)-  38 29 14.     (N)    101 02 36.     (W)     SCALED    
 JH0246* NAVD 88     -       948.540  (meters)    3112.00   (feet)  ADJUSTED  
 JH0246  ___________________________________________________________________
 JH0246  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 JH0246  DYNAMIC HT  -         947.738 (meters)    3109.37  (feet)  COMP
 JH0246  MODELED GRAV-     979,750.0   (mgal)                       NAVD 88
 JH0246
 JH0246  VERT ORDER  -  SECOND    CLASS 0
 JH0246
 JH0246.The horizontal coordinates were scaled from a topographic map and have
 JH0246.an estimated accuracy of +/- 6 seconds.
 JH0246
 JH0246.The orthometric height was determined by differential leveling
 JH0246.and adjusted by the National Geodetic Survey in June 1991..
 JH0246
 JH0246.The geoid height was determined by GEOID03.
 JH0246
 JH0246.The dynamic height is computed by dividing the NAVD 88
 JH0246.geopotential number by the normal gravity value computed on the
 JH0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0246.degrees latitude (g = 980.6199 gals.).
 JH0246
 JH0246.The modeled gravity was interpolated from observed gravity values.
 JH0246
 JH0246;                    North         East    Units  Estimated Accuracy
 JH0246;SPC KS S     -   605,090.      178,130.      MT  (+/- 180 meters Scaled)
 JH0246
 JH0246                          SUPERSEDED SURVEY CONTROL
 JH0246
 JH0246  NGVD 29 (??/??/92)  948.228  (m)         3110.98   (f) ADJ UNCH    2 0
 JH0246
 JH0246.Superseded values are not recommended for survey control.
 JH0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0246.See file dsdata.txt to determine how the superseded data were derived.
 JH0246
 JH0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH217618(NAD 83)
 JH0246_MARKER: DB = BENCH MARK DISK
 JH0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0246+STABILITY: SURFACE MOTION
 JH0246
 JH0246  HISTORY     - Date     Condition        Report By
 JH0246  HISTORY     - UNK      MONUMENTED       MPRR
 JH0246  HISTORY     - 1940     GOOD             NGS
 JH0246
 JH0246                          STATION DESCRIPTION
 JH0246
 JH0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0246'2.1 MI E FROM MODOC.
 JH0246'2.1 MILES EAST OF THE MISSOURI PACIFIC RAILROAD STATION IN MODOC.
 JH0246'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0246'RAILROAD, 31 FEET SOUTH OF MILEPOST NO. 690, 10 FEET NORTH OF
 JH0246'THE CENTER LINE OF THE TRACK, MONUMENT LEVEL WITH THE TOP OF THE
 JH0246'RAILS AND PROJECTS 18 INCHES FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0253 ***********************************************************************
 JH0253  DESIGNATION -  695
 JH0253  PID         -  JH0253
 JH0253  STATE/COUNTY-  KS/WICHITA
 JH0253  USGS QUAD   -  MARIENTHAL (1976)
 JH0253
 JH0253                         *CURRENT SURVEY CONTROL
 JH0253  ___________________________________________________________________
 JH0253* NAD 83(1986)-  38 29 12.     (N)    101 08 07.     (W)     SCALED    
 JH0253* NAVD 88     -       964.369  (meters)    3163.93   (feet)  ADJUSTED  
 JH0253  ___________________________________________________________________
 JH0253  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 JH0253  DYNAMIC HT  -         963.551 (meters)    3161.25  (feet)  COMP
 JH0253  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 JH0253
 JH0253  VERT ORDER  -  SECOND    CLASS 0
 JH0253
 JH0253.The horizontal coordinates were scaled from a topographic map and have
 JH0253.an estimated accuracy of +/- 6 seconds.
 JH0253
 JH0253.The orthometric height was determined by differential leveling
 JH0253.and adjusted by the National Geodetic Survey in June 1991..
 JH0253
 JH0253.The geoid height was determined by GEOID03.
 JH0253
 JH0253.The dynamic height is computed by dividing the NAVD 88
 JH0253.geopotential number by the normal gravity value computed on the
 JH0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0253.degrees latitude (g = 980.6199 gals.).
 JH0253
 JH0253.The modeled gravity was interpolated from observed gravity values.
 JH0253
 JH0253;                    North         East    Units  Estimated Accuracy
 JH0253;SPC KS S     -   605,250.      170,110.      MT  (+/- 180 meters Scaled)
 JH0253
 JH0253                          SUPERSEDED SURVEY CONTROL
 JH0253
 JH0253  NGVD 29 (??/??/92)  964.041  (m)         3162.86   (f) ADJ UNCH    2 0
 JH0253
 JH0253.Superseded values are not recommended for survey control.
 JH0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0253.See file dsdata.txt to determine how the superseded data were derived.
 JH0253
 JH0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH137619(NAD 83)
 JH0253_MARKER: DB = BENCH MARK DISK
 JH0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0253+STABILITY: SURFACE MOTION
 JH0253
 JH0253  HISTORY     - Date     Condition        Report By
 JH0253  HISTORY     - UNK      MONUMENTED       CGS
 JH0253  HISTORY     - 1940     GOOD             NGS
 JH0253
 JH0253                          STATION DESCRIPTION
 JH0253
 JH0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0253'2.9 MI W FROM MODOC.
 JH0253'2.9 MILES WEST OF MISSOURI PACIFIC RAILROAD STATION IN MODOC.
 JH0253'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0253'RAILROAD, 75 FEET SOUTHEAST OF MILEPOST NO. 695, 10 FEET NORTH
 JH0253'OF CENTER LINE OF THE TRACK, MONUMENT LEVEL WITH THE TOP OF THE
 JH0253'RAILS AND PROJECTS 22 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0917 ***********************************************************************
 HH0917  DESIGNATION -  6JS
 HH0917  PID         -  HH0917
 HH0917  STATE/COUNTY-  KS/MEADE
 HH0917  USGS QUAD   -  IRISH FLATS NE (1983)
 HH0917
 HH0917                         *CURRENT SURVEY CONTROL
 HH0917  ___________________________________________________________________
 HH0917* NAD 83(1997)-  37 08 24.82800(N)    100 15 13.44090(W)     ADJUSTED  
 HH0917* NAVD 88     -       753.7    (meters)    2473.     (feet)  VERTCON   
 HH0917  ___________________________________________________________________
 HH0917  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HH0917  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 HH0917
 HH0917  HORZ ORDER  -  THIRD
 HH0917  VERT ORDER  -  THIRD ? (See Below)
 HH0917
 HH0917.The horizontal coordinates were established by classical geodetic methods
 HH0917.and adjusted by the National Geodetic Survey in October 1998..
 HH0917
 HH0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0917.The vertical order pertains to the NGVD 29 superseded value.
 HH0917
 HH0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0917
 HH0917.The geoid height was determined by GEOID03.
 HH0917
 HH0917;                    North         East     Units Scale Factor Converg.
 HH0917;SPC KS S     -   454,024.449   244,189.320   MT  1.00002726   -1 04 39.8
 HH0917;UTM  14      - 4,111,164.340   388,650.476   MT  0.99975273   -0 45 25.4
 HH0917
 HH0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0917!SPC KS S     -   0.99988598  x   1.00002726  =   0.99991324
 HH0917!UTM  14      -   0.99988598  x   0.99975273  =   0.99963874
 HH0917
 HH0917:                Primary Azimuth Mark                     Grid Az
 HH0917:SPC KS S     -  STA 28 JFS                               000 58 19.9
 HH0917:UTM  14      -  STA 28 JFS                               000 39 05.5
 HH0917
 HH0917|---------------------------------------------------------------------|
 HH0917| PID    Reference Object                     Distance      Geod. Az  |
 HH0917|                                                           dddmmss.s |
 HH0917| HH0931 STA 28 JFS                          APPROX.12.9 KM 3595340.1 |
 HH0917|---------------------------------------------------------------------|
 HH0917
 HH0917                          SUPERSEDED SURVEY CONTROL
 HH0917
 HH0917  NAD 83(1997)-  37 08 24.83425(N)    100 15 13.44086(W) AD(       ) 3
 HH0917  NAD 83(1986)-  37 08 24.82620(N)    100 15 13.43996(W) AD(       ) 3
 HH0917  NAD 27      -  37 08 24.72923(N)    100 15 11.92648(W) AD(       ) 3
 HH0917  NGVD 29 (07/19/86)  753.3    (m)         2471.     (f) LEVELING    3  
 HH0917
 HH0917.Superseded values are not recommended for survey control.
 HH0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0917.See file dsdata.txt to determine how the superseded data were derived.
 HH0917
 HH0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG8865011164(NAD 83)
 HH0917_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0917+STABILITY: SURFACE MOTION
 HH0917
 HH0917  HISTORY     - Date     Condition        Report By
 HH0917  HISTORY     - 1962     MONUMENTED       USGS
 HH0917
 HH0917                          STATION DESCRIPTION
 HH0917
 HH0917'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HH0917'MEADE, 10.0 MI S. AND 5.0 MI E. OF.  NEAR COR. SECS. 27, 28, 33 AND
 HH0917'34, T. 33 S., R. 27 W..  IN TRIANGLE FORMED BY CURVE IN PAVED RD. E. -
 HH0917'W. GRAVEL RD., AND N. - S. GRAVEL RD., 101 FT SW. OF CENTER OF PAVED
 HH0917'RD..  79 FT E. OF CENTER OF GRAVEL RD., 91 FT N. OF CENTER OF GRAVEL
 HH0917'RD..  IN CONCRETE POST.  PROJECTING 5 IN., STANDARD TABLET STAMPED---
 HH0917'ET 6 JS 1962---.  RADIO MAST AT MICHIGAN - WISCONSIN GAS
 HH0917'COMPANY COMPRESSOR STATION NO. 1 ABOUT 13.0 MI DISTANT--S 69 DEG 14
 HH0917'MIN W.  NOTE BY FIELD MAN - DISTURBED BY HEAVY MACHINERY 12 - 62, JAZ
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0647 ***********************************************************************
 KE0647  DESIGNATION -  7
 KE0647  PID         -  KE0647
 KE0647  STATE/COUNTY-  KS/LEAVENWORTH
 KE0647  USGS QUAD   -  MC LOUTH (1979)
 KE0647
 KE0647                         *CURRENT SURVEY CONTROL
 KE0647  ___________________________________________________________________
 KE0647* NAD 83(1986)-  39 10 35.     (N)    095 10 50.     (W)     SCALED    
 KE0647* NAVD 88     -       337.079  (meters)    1105.90   (feet)  ADJUSTED  
 KE0647  ___________________________________________________________________
 KE0647  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0647  DYNAMIC HT  -         336.858 (meters)    1105.17  (feet)  COMP
 KE0647  MODELED GRAV-     979,963.7   (mgal)                       NAVD 88
 KE0647
 KE0647  VERT ORDER  -  SECOND    CLASS 0
 KE0647
 KE0647.The horizontal coordinates were scaled from a topographic map and have
 KE0647.an estimated accuracy of +/- 6 seconds.
 KE0647
 KE0647.The orthometric height was determined by differential leveling
 KE0647.and adjusted by the National Geodetic Survey in June 1991..
 KE0647
 KE0647.The geoid height was determined by GEOID03.
 KE0647
 KE0647.The dynamic height is computed by dividing the NAVD 88
 KE0647.geopotential number by the normal gravity value computed on the
 KE0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0647.degrees latitude (g = 980.6199 gals.).
 KE0647
 KE0647.The modeled gravity was interpolated from observed gravity values.
 KE0647
 KE0647;                    North         East    Units  Estimated Accuracy
 KE0647;SPC KS N     -    97,380.      643,580.      MT  (+/- 180 meters Scaled)
 KE0647
 KE0647                          SUPERSEDED SURVEY CONTROL
 KE0647
 KE0647  NGVD 29 (??/??/92)  336.992  (m)         1105.61   (f) ADJ UNCH    2 0
 KE0647
 KE0647.Superseded values are not recommended for survey control.
 KE0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0647.See file dsdata.txt to determine how the superseded data were derived.
 KE0647
 KE0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD116386(NAD 83)
 KE0647_MARKER: B = BOLT
 KE0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0647+STABILITY: SURFACE MOTION
 KE0647
 KE0647  HISTORY     - Date     Condition        Report By
 KE0647  HISTORY     - UNK      MONUMENTED       KSHC
 KE0647  HISTORY     - 1950     GOOD             NGS
 KE0647
 KE0647                          STATION DESCRIPTION
 KE0647
 KE0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0647'2.5 MI SE FROM MC LOUTH.
 KE0647'IN LEAVENWORTH COUNTY, 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY
 KE0647'16 FROM THE HIGH SCHOOL AT MC LOUTH, JEFFERSON COUNTY, 50
 KE0647'YARDS NORTH OF THE NORTH SIDE OF THE 1-1/2 STORY FRAME DWELLING
 KE0647'OF D.C. SWAIN, 38.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KE0647'17 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT HIGHER
 KE0647'THAN THE HIGHWAY.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE
 KE0647'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0500 ***********************************************************************
 HF0500  DESIGNATION -  7
 HF0500  PID         -  HF0500
 HF0500  STATE/COUNTY-  KS/BUTLER
 HF0500  USGS QUAD   -  DOUGLASS (1983)
 HF0500
 HF0500                         *CURRENT SURVEY CONTROL
 HF0500  ___________________________________________________________________
 HF0500* NAD 83(1986)-  37 31 42.     (N)    097 00 23.     (W)     SCALED    
 HF0500* NAVD 88     -       365.347  (meters)    1198.64   (feet)  ADJUSTED  
 HF0500  ___________________________________________________________________
 HF0500  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF0500  DYNAMIC HT  -         365.056 (meters)    1197.69  (feet)  COMP
 HF0500  MODELED GRAV-     979,824.1   (mgal)                       NAVD 88
 HF0500
 HF0500  VERT ORDER  -  SECOND    CLASS 0
 HF0500
 HF0500.The horizontal coordinates were scaled from a topographic map and have
 HF0500.an estimated accuracy of +/- 6 seconds.
 HF0500
 HF0500.The orthometric height was determined by differential leveling
 HF0500.and adjusted by the National Geodetic Survey in June 1991..
 HF0500
 HF0500.The geoid height was determined by GEOID03.
 HF0500
 HF0500.The dynamic height is computed by dividing the NAVD 88
 HF0500.geopotential number by the normal gravity value computed on the
 HF0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0500.degrees latitude (g = 980.6199 gals.).
 HF0500
 HF0500.The modeled gravity was interpolated from observed gravity values.
 HF0500
 HF0500;                    North         East    Units  Estimated Accuracy
 HF0500;SPC KS S     -   496,690.      532,010.      MT  (+/- 180 meters Scaled)
 HF0500
 HF0500                          SUPERSEDED SURVEY CONTROL
 HF0500
 HF0500  NGVD 29 (??/??/92)  365.224  (m)         1198.24   (f) ADJ UNCH    2 0
 HF0500
 HF0500.Superseded values are not recommended for survey control.
 HF0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0500.See file dsdata.txt to determine how the superseded data were derived.
 HF0500
 HF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG761553(NAD 83)
 HF0500_MARKER: B = BOLT
 HF0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0500+STABILITY: SURFACE MOTION
 HF0500
 HF0500  HISTORY     - Date     Condition        Report By
 HF0500  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0500  HISTORY     - 1935     GOOD             NGS
 HF0500
 HF0500                          STATION DESCRIPTION
 HF0500
 HF0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0500'0.8 MI N FROM DOUGLASS.
 HF0500'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0500'FROM DOUGLASS, BUTLER COUNTY, AT MILEPOST 210, AND 50 FEET WEST
 HF0500'OF THE CENTERLINE OF THE TRACK.  AN IRON BOLT, SET IN THE TOP
 HF0500'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0114 ***********************************************************************
 JF0114  DESIGNATION -  7
 JF0114  PID         -  JF0114
 JF0114  STATE/COUNTY-  KS/MORRIS
 JF0114  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0114
 JF0114                         *CURRENT SURVEY CONTROL
 JF0114  ___________________________________________________________________
 JF0114* NAD 83(1986)-  38 37 30.     (N)    096 26 34.     (W)     SCALED    
 JF0114* NAVD 88     -       369.482  (meters)    1212.21   (feet)  ADJUSTED  
 JF0114  ___________________________________________________________________
 JF0114  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 JF0114  DYNAMIC HT  -         369.223 (meters)    1211.36  (feet)  COMP
 JF0114  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 JF0114
 JF0114  VERT ORDER  -  SECOND    CLASS 0
 JF0114
 JF0114.The horizontal coordinates were scaled from a topographic map and have
 JF0114.an estimated accuracy of +/- 6 seconds.
 JF0114
 JF0114.The orthometric height was determined by differential leveling
 JF0114.and adjusted by the National Geodetic Survey in June 1991..
 JF0114
 JF0114.The geoid height was determined by GEOID03.
 JF0114
 JF0114.The dynamic height is computed by dividing the NAVD 88
 JF0114.geopotential number by the normal gravity value computed on the
 JF0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0114.degrees latitude (g = 980.6199 gals.).
 JF0114
 JF0114.The modeled gravity was interpolated from observed gravity values.
 JF0114
 JF0114;                    North         East    Units  Estimated Accuracy
 JF0114;SPC KS N     -    33,540.      535,600.      MT  (+/- 180 meters Scaled)
 JF0114
 JF0114                          SUPERSEDED SURVEY CONTROL
 JF0114
 JF0114  NGVD 29 (??/??/92)  369.340  (m)         1211.74   (f) ADJ UNCH    2 0
 JF0114
 JF0114.Superseded values are not recommended for survey control.
 JF0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0114.See file dsdata.txt to determine how the superseded data were derived.
 JF0114
 JF0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH226782(NAD 83)
 JF0114_MARKER: Z = SEE DESCRIPTION
 JF0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0114_SP_SET: BRIDGE ABUTMENT
 JF0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0114
 JF0114  HISTORY     - Date     Condition        Report By
 JF0114  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0114  HISTORY     - 1935     GOOD             NGS
 JF0114  HISTORY     - 1941     GOOD             LOCENG
 JF0114
 JF0114                          STATION DESCRIPTION
 JF0114
 JF0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0114'3.2 MI SE FROM COUNCIL GROVE.
 JF0114'3.2 MILES S.E. OF COUNCIL GROVE STATION ALONG M.K. AND T. RR.
 JF0114'ON S.W. CORNER OF N. STONE ABUTMENT OF BRIDGE B. 117.1, 100
 JF0114'YDS. N. OF MP 117.
 JF0114
 JF0114                          STATION RECOVERY (1941)
 JF0114
 JF0114'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 JF0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1333 ***********************************************************************
 JE1333  DESIGNATION -  7 C
 JE1333  PID         -  JE1333
 JE1333  STATE/COUNTY-  KS/OSAGE
 JE1333  USGS QUAD   -  HARVEYVILLE (1972)
 JE1333
 JE1333                         *CURRENT SURVEY CONTROL
 JE1333  ___________________________________________________________________
 JE1333* NAD 83(1986)-  38 47 06.     (N)    095 56 46.     (W)     SCALED    
 JE1333* NAVD 88     -       339.772  (meters)    1114.74   (feet)  ADJUSTED  
 JE1333  ___________________________________________________________________
 JE1333  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JE1333  DYNAMIC HT  -         339.539 (meters)    1113.97  (feet)  COMP
 JE1333  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 JE1333
 JE1333  VERT ORDER  -  SECOND    CLASS 0
 JE1333
 JE1333.The horizontal coordinates were scaled from a topographic map and have
 JE1333.an estimated accuracy of +/- 6 seconds.
 JE1333
 JE1333.The orthometric height was determined by differential leveling
 JE1333.and adjusted by the National Geodetic Survey in June 1991..
 JE1333
 JE1333.The geoid height was determined by GEOID03.
 JE1333
 JE1333.The dynamic height is computed by dividing the NAVD 88
 JE1333.geopotential number by the normal gravity value computed on the
 JE1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1333.degrees latitude (g = 980.6199 gals.).
 JE1333
 JE1333.The modeled gravity was interpolated from observed gravity values.
 JE1333
 JE1333;                    North         East    Units  Estimated Accuracy
 JE1333;SPC KS S     -   638,160.      621,890.      MT  (+/- 180 meters Scaled)
 JE1333
 JE1333                          SUPERSEDED SURVEY CONTROL
 JE1333
 JE1333  NGVD 29 (??/??/92)  339.635  (m)         1114.29   (f) ADJ UNCH    2 0
 JE1333
 JE1333.Superseded values are not recommended for survey control.
 JE1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1333.See file dsdata.txt to determine how the superseded data were derived.
 JE1333
 JE1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC440970(NAD 83)
 JE1333_MARKER: Z = SEE DESCRIPTION
 JE1333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1333_SP_SET: BRIDGE ABUTMENT
 JE1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1333
 JE1333  HISTORY     - Date     Condition        Report By
 JE1333  HISTORY     - UNK      MONUMENTED       ATSFRR
 JE1333  HISTORY     - 1934     GOOD             NGS
 JE1333
 JE1333                          STATION DESCRIPTION
 JE1333
 JE1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1333'0.9 MI E FROM HARVEYVILLE.
 JE1333'0.9 MILE E. OF HARVEYVILLE.  STATION ALONG ALMA BRANCH OF A.T.
 JE1333'AND S.F. R.R., ON NE. CORNER OF E. CONC. ABUTMENT OF STEEL GIRDER
 JE1333'BRIDGE 7-C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0021 ***********************************************************************
 HF0021  DESIGNATION -  70
 HF0021  PID         -  HF0021
 HF0021  STATE/COUNTY-  KS/ELK
 HF0021  USGS QUAD   -  SEVERY SOUTH (1975)
 HF0021
 HF0021                         *CURRENT SURVEY CONTROL
 HF0021  ___________________________________________________________________
 HF0021* NAD 83(1986)-  37 31 16.     (N)    096 12 15.     (W)     SCALED    
 HF0021* NAVD 88     -       334.443  (meters)    1097.25   (feet)  ADJUSTED  
 HF0021  ___________________________________________________________________
 HF0021  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 HF0021  DYNAMIC HT  -         334.175 (meters)    1096.37  (feet)  COMP
 HF0021  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 HF0021
 HF0021  VERT ORDER  -  SECOND    CLASS 0
 HF0021
 HF0021.The horizontal coordinates were scaled from a topographic map and have
 HF0021.an estimated accuracy of +/- 6 seconds.
 HF0021
 HF0021.The orthometric height was determined by differential leveling
 HF0021.and adjusted by the National Geodetic Survey in June 1991..
 HF0021
 HF0021.The geoid height was determined by GEOID03.
 HF0021
 HF0021.The dynamic height is computed by dividing the NAVD 88
 HF0021.geopotential number by the normal gravity value computed on the
 HF0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0021.degrees latitude (g = 980.6199 gals.).
 HF0021
 HF0021.The modeled gravity was interpolated from observed gravity values.
 HF0021
 HF0021;                    North         East    Units  Estimated Accuracy
 HF0021;SPC KS S     -   497,330.      602,920.      MT  (+/- 180 meters Scaled)
 HF0021
 HF0021                          SUPERSEDED SURVEY CONTROL
 HF0021
 HF0021  NGVD 29 (??/??/92)  334.288  (m)         1096.74   (f) ADJ UNCH    2 0
 HF0021
 HF0021.Superseded values are not recommended for survey control.
 HF0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0021.See file dsdata.txt to determine how the superseded data were derived.
 HF0021
 HF0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG470563(NAD 83)
 HF0021_MARKER: B = BOLT
 HF0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0021+STABILITY: SURFACE MOTION
 HF0021
 HF0021  HISTORY     - Date     Condition        Report By
 HF0021  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0021  HISTORY     - 1935     GOOD             NGS
 HF0021
 HF0021                          STATION DESCRIPTION
 HF0021
 HF0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0021'1.4 MI S FROM FIAT.
 HF0021'1.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0021'FROM FIAT, ELK COUNTY, AT MILEPOST 70, AND 49 FEET WEST OF THE
 HF0021'CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP OF A CONCRETE
 HF0021'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0259 ***********************************************************************
 JH0259  DESIGNATION -  700
 JH0259  PID         -  JH0259
 JH0259  STATE/COUNTY-  KS/WICHITA
 JH0259  USGS QUAD   -  MARIENTHAL (1976)
 JH0259
 JH0259                         *CURRENT SURVEY CONTROL
 JH0259  ___________________________________________________________________
 JH0259* NAD 83(1986)-  38 29 10.     (N)    101 13 40.     (W)     SCALED    
 JH0259* NAVD 88     -       981.597  (meters)    3220.46   (feet)  ADJUSTED  
 JH0259  ___________________________________________________________________
 JH0259  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 JH0259  DYNAMIC HT  -         980.764 (meters)    3217.72  (feet)  COMP
 JH0259  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 JH0259
 JH0259  VERT ORDER  -  SECOND    CLASS 0
 JH0259
 JH0259.The horizontal coordinates were scaled from a topographic map and have
 JH0259.an estimated accuracy of +/- 6 seconds.
 JH0259
 JH0259.The orthometric height was determined by differential leveling
 JH0259.and adjusted by the National Geodetic Survey in June 1991..
 JH0259
 JH0259.The geoid height was determined by GEOID03.
 JH0259
 JH0259.The dynamic height is computed by dividing the NAVD 88
 JH0259.geopotential number by the normal gravity value computed on the
 JH0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0259.degrees latitude (g = 980.6199 gals.).
 JH0259
 JH0259.The modeled gravity was interpolated from observed gravity values.
 JH0259
 JH0259;                    North         East    Units  Estimated Accuracy
 JH0259;SPC KS S     -   605,420.      162,040.      MT  (+/- 180 meters Scaled)
 JH0259
 JH0259                          SUPERSEDED SURVEY CONTROL
 JH0259
 JH0259  NGVD 29 (??/??/92)  981.260  (m)         3219.35   (f) ADJ UNCH    2 0
 JH0259
 JH0259.Superseded values are not recommended for survey control.
 JH0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0259.See file dsdata.txt to determine how the superseded data were derived.
 JH0259
 JH0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH056621(NAD 83)
 JH0259_MARKER: DB = BENCH MARK DISK
 JH0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0259+STABILITY: SURFACE MOTION
 JH0259
 JH0259  HISTORY     - Date     Condition        Report By
 JH0259  HISTORY     - UNK      MONUMENTED       MPRR
 JH0259  HISTORY     - 1940     GOOD             NGS
 JH0259
 JH0259                          STATION DESCRIPTION
 JH0259
 JH0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0259'0.9 MI W FROM MARIENTHAL.
 JH0259'0.9 MILE WEST OF MISSOURI PACIFIC RAILROAD STATION IN MARIENTHAL
 JH0259'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0259'RAILROAD, 31 FEET SOUTH OF MILEPOST NO. 700, 100 FEET NORTH OF
 JH0259'CENTER LINE OF THE TRACK, MONUMENT PROJECTS 2.0 FEET AND IS
 JH0259'ABOUT 0.6 FOOT ABOVE THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0265 ***********************************************************************
 JH0265  DESIGNATION -  705
 JH0265  PID         -  JH0265
 JH0265  STATE/COUNTY-  KS/WICHITA
 JH0265  USGS QUAD   -  LEOTI (1970)
 JH0265
 JH0265                         *CURRENT SURVEY CONTROL
 JH0265  ___________________________________________________________________
 JH0265* NAD 83(1986)-  38 29 09.     (N)    101 19 11.     (W)     SCALED    
 JH0265* NAVD 88     -      1001.570  (meters)    3285.98   (feet)  ADJUSTED  
 JH0265  ___________________________________________________________________
 JH0265  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 JH0265  DYNAMIC HT  -        1000.712 (meters)    3283.17  (feet)  COMP
 JH0265  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 JH0265
 JH0265  VERT ORDER  -  SECOND    CLASS 0
 JH0265
 JH0265.The horizontal coordinates were scaled from a topographic map and have
 JH0265.an estimated accuracy of +/- 6 seconds.
 JH0265
 JH0265.The orthometric height was determined by differential leveling
 JH0265.and adjusted by the National Geodetic Survey in June 1991..
 JH0265
 JH0265.The geoid height was determined by GEOID03.
 JH0265
 JH0265.The dynamic height is computed by dividing the NAVD 88
 JH0265.geopotential number by the normal gravity value computed on the
 JH0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0265.degrees latitude (g = 980.6199 gals.).
 JH0265
 JH0265.The modeled gravity was interpolated from observed gravity values.
 JH0265
 JH0265;                    North         East    Units  Estimated Accuracy
 JH0265;SPC KS S     -   605,630.      154,020.      MT  (+/- 180 meters Scaled)
 JH0265
 JH0265                          SUPERSEDED SURVEY CONTROL
 JH0265
 JH0265  NGVD 29 (??/??/92) 1001.212  (m)         3284.81   (f) ADJ UNCH    2 0
 JH0265
 JH0265.Superseded values are not recommended for survey control.
 JH0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0265.See file dsdata.txt to determine how the superseded data were derived.
 JH0265
 JH0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH976622(NAD 83)
 JH0265_MARKER: DB = BENCH MARK DISK
 JH0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0265+STABILITY: SURFACE MOTION
 JH0265
 JH0265  HISTORY     - Date     Condition        Report By
 JH0265  HISTORY     - UNK      MONUMENTED       MPRR
 JH0265  HISTORY     - 1940     GOOD             NGS
 JH0265
 JH0265                          STATION DESCRIPTION
 JH0265
 JH0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0265'2.4 MI E FROM LEOTI.
 JH0265'2.4 MILES EAST OF THE COURT HOUSE IN LEOTI BENCH MARK IS ALONG
 JH0265'THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, 45 FEET
 JH0265'SOUTHWEST OF MILEPOST NO. 705, 10 FEET NORTH OF CENTER LINE OF
 JH0265'THE TRACK, MONUMENT PROJECTS 2.0 FEET IS ABOUT 2 INCHES ABOVE TOP
 JH0265'OF RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0270 ***********************************************************************
 JH0270  DESIGNATION -  710
 JH0270  PID         -  JH0270
 JH0270  STATE/COUNTY-  KS/WICHITA
 JH0270  USGS QUAD   -  LEOTI NW (1970)
 JH0270
 JH0270                         *CURRENT SURVEY CONTROL
 JH0270  ___________________________________________________________________
 JH0270* NAD 83(1986)-  38 29 07.     (N)    101 24 45.     (W)     SCALED    
 JH0270* NAVD 88     -      1021.452  (meters)    3351.21   (feet)  ADJUSTED  
 JH0270  ___________________________________________________________________
 JH0270  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 JH0270  DYNAMIC HT  -        1020.563 (meters)    3348.30  (feet)  COMP
 JH0270  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 JH0270
 JH0270  VERT ORDER  -  SECOND    CLASS 0
 JH0270
 JH0270.The horizontal coordinates were scaled from a topographic map and have
 JH0270.an estimated accuracy of +/- 6 seconds.
 JH0270
 JH0270.The orthometric height was determined by differential leveling
 JH0270.and adjusted by the National Geodetic Survey in June 1991..
 JH0270
 JH0270.The geoid height was determined by GEOID03.
 JH0270
 JH0270.The dynamic height is computed by dividing the NAVD 88
 JH0270.geopotential number by the normal gravity value computed on the
 JH0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0270.degrees latitude (g = 980.6199 gals.).
 JH0270
 JH0270.The modeled gravity was interpolated from observed gravity values.
 JH0270
 JH0270;                    North         East    Units  Estimated Accuracy
 JH0270;SPC KS S     -   605,810.      145,930.      MT  (+/- 180 meters Scaled)
 JH0270
 JH0270                          SUPERSEDED SURVEY CONTROL
 JH0270
 JH0270  NGVD 29 (??/??/92) 1021.068  (m)         3349.95   (f) ADJ UNCH    2 0
 JH0270
 JH0270.Superseded values are not recommended for survey control.
 JH0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0270.See file dsdata.txt to determine how the superseded data were derived.
 JH0270
 JH0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH895624(NAD 83)
 JH0270_MARKER: DB = BENCH MARK DISK
 JH0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0270+STABILITY: SURFACE MOTION
 JH0270
 JH0270  HISTORY     - Date     Condition        Report By
 JH0270  HISTORY     - UNK      MONUMENTED       MPRR
 JH0270  HISTORY     - 1940     GOOD             NGS
 JH0270
 JH0270                          STATION DESCRIPTION
 JH0270
 JH0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0270'3.2 MI W FROM LEOTI.
 JH0270'3.2 MILES WEST OF THE COURT HOUSE IN LEOTI.  BENCH MARK IS ALONG
 JH0270'THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, 39 FEET
 JH0270'SOUTHWEST OF MILEPOST NO. 710, 10 FEET NORTH OF CENTER LINE OF
 JH0270'THE TRACK, MONUMENT PROJECTS 2.0 FEET FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1240 ***********************************************************************
 JE1240  DESIGNATION -  72
 JE1240  PID         -  JE1240
 JE1240  STATE/COUNTY-  KS/OSAGE
 JE1240  USGS QUAD   -  CARBONDALE (1983)
 JE1240
 JE1240                         *CURRENT SURVEY CONTROL
 JE1240  ___________________________________________________________________
 JE1240* NAD 83(1986)-  38 46 35.     (N)    095 44 59.     (W)     SCALED    
 JE1240* NAVD 88     -       337.741  (meters)    1108.07   (feet)  ADJUSTED  
 JE1240  ___________________________________________________________________
 JE1240  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JE1240  DYNAMIC HT  -         337.508 (meters)    1107.31  (feet)  COMP
 JE1240  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 JE1240
 JE1240  VERT ORDER  -  FIRST     CLASS II
 JE1240
 JE1240.The horizontal coordinates were scaled from a topographic map and have
 JE1240.an estimated accuracy of +/- 6 seconds.
 JE1240
 JE1240.The orthometric height was determined by differential leveling
 JE1240.and adjusted by the National Geodetic Survey in June 1991..
 JE1240
 JE1240.The geoid height was determined by GEOID03.
 JE1240
 JE1240.The dynamic height is computed by dividing the NAVD 88
 JE1240.geopotential number by the normal gravity value computed on the
 JE1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1240.degrees latitude (g = 980.6199 gals.).
 JE1240
 JE1240.The modeled gravity was interpolated from observed gravity values.
 JE1240
 JE1240;                    North         East    Units  Estimated Accuracy
 JE1240;SPC KS S     -   637,690.      638,970.      MT  (+/- 180 meters Scaled)
 JE1240
 JE1240                          SUPERSEDED SURVEY CONTROL
 JE1240
 JE1240  NGVD 29 (??/??/92)  337.601  (m)         1107.61   (f) ADJ UNCH    1 2
 JE1240
 JE1240.Superseded values are not recommended for survey control.
 JE1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1240.See file dsdata.txt to determine how the superseded data were derived.
 JE1240
 JE1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC611955(NAD 83)
 JE1240_MARKER: B = BOLT
 JE1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1240+STABILITY: SURFACE MOTION
 JE1240
 JE1240  HISTORY     - Date     Condition        Report By
 JE1240  HISTORY     - UNK      MONUMENTED       ATSFRR
 JE1240  HISTORY     - 1951     GOOD             NGS
 JE1240
 JE1240                          STATION DESCRIPTION
 JE1240
 JE1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1240'0.5 MI SW FROM SCRANTON.
 JE1240'0.5 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE1240'RAILWAY FROM THE STATION AT SCRANTON, OSAGE COUNTY, 150 FEET
 JE1240'SOUTHWEST OF A ROAD CROSSING, 90 FEET NORTHEAST OF SIGNAL
 JE1240'TOWER 722, 45 FEET NORTHWEST OF THE NORTHWEST RAIL, AND 2 FEET
 JE1240'SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE
 JE1240'TOP OF A CEMENT POST PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0018 ***********************************************************************
 HF0018  DESIGNATION -  72
 HF0018  PID         -  HF0018
 HF0018  STATE/COUNTY-  KS/ELK
 HF0018  USGS QUAD   -  LONGTON NW (1964)
 HF0018
 HF0018                         *CURRENT SURVEY CONTROL
 HF0018  ___________________________________________________________________
 HF0018* NAD 83(1986)-  37 29 51.     (N)    096 13 22.     (W)     SCALED    
 HF0018* NAVD 88     -       322.273  (meters)    1057.32   (feet)  ADJUSTED  
 HF0018  ___________________________________________________________________
 HF0018  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 HF0018  DYNAMIC HT  -         322.014 (meters)    1056.47  (feet)  COMP
 HF0018  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 HF0018
 HF0018  VERT ORDER  -  SECOND    CLASS 0
 HF0018
 HF0018.The horizontal coordinates were scaled from a topographic map and have
 HF0018.an estimated accuracy of +/- 6 seconds.
 HF0018
 HF0018.The orthometric height was determined by differential leveling
 HF0018.and adjusted by the National Geodetic Survey in June 1991..
 HF0018
 HF0018.The geoid height was determined by GEOID03.
 HF0018
 HF0018.The dynamic height is computed by dividing the NAVD 88
 HF0018.geopotential number by the normal gravity value computed on the
 HF0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0018.degrees latitude (g = 980.6199 gals.).
 HF0018
 HF0018.The modeled gravity was interpolated from observed gravity values.
 HF0018
 HF0018;                    North         East    Units  Estimated Accuracy
 HF0018;SPC KS S     -   494,670.      601,340.      MT  (+/- 180 meters Scaled)
 HF0018
 HF0018                          SUPERSEDED SURVEY CONTROL
 HF0018
 HF0018  NGVD 29 (??/??/92)  322.121  (m)         1056.83   (f) ADJ UNCH    2 0
 HF0018
 HF0018.Superseded values are not recommended for survey control.
 HF0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0018.See file dsdata.txt to determine how the superseded data were derived.
 HF0018
 HF0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG455536(NAD 83)
 HF0018_MARKER: B = BOLT
 HF0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0018+STABILITY: SURFACE MOTION
 HF0018
 HF0018  HISTORY     - Date     Condition        Report By
 HF0018  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0018  HISTORY     - 1935     GOOD             NGS
 HF0018
 HF0018                          STATION DESCRIPTION
 HF0018
 HF0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0018'3.5 MI N FROM HOWARD.
 HF0018'3.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0018'FROM HOWARD, ELK COUNTY, AT MILEPOST 72, AND 48.5 FEET WEST OF
 HF0018'THE CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP OF A CONCRETE
 HF0018'POST PROJECTING 19 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0326 ***********************************************************************
 JH0326  DESIGNATION -  720
 JH0326  PID         -  JH0326
 JH0326  STATE/COUNTY-  KS/GREELEY
 JH0326  USGS QUAD   -  SELKIRK (1970)
 JH0326
 JH0326                         *CURRENT SURVEY CONTROL
 JH0326  ___________________________________________________________________
 JH0326* NAD 83(1986)-  38 27 56.     (N)    101 35 37.     (W)     SCALED    
 JH0326* NAVD 88     -      1060.121  (meters)    3478.08   (feet)  ADJUSTED  
 JH0326  ___________________________________________________________________
 JH0326  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 JH0326  DYNAMIC HT  -        1059.175 (meters)    3474.98  (feet)  COMP
 JH0326  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 JH0326
 JH0326  VERT ORDER  -  SECOND    CLASS 0
 JH0326
 JH0326.The horizontal coordinates were scaled from a topographic map and have
 JH0326.an estimated accuracy of +/- 6 seconds.
 JH0326
 JH0326.The orthometric height was determined by differential leveling
 JH0326.and adjusted by the National Geodetic Survey in June 1991..
 JH0326
 JH0326.The geoid height was determined by GEOID03.
 JH0326
 JH0326.The dynamic height is computed by dividing the NAVD 88
 JH0326.geopotential number by the normal gravity value computed on the
 JH0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0326.degrees latitude (g = 980.6199 gals.).
 JH0326
 JH0326.The modeled gravity was interpolated from observed gravity values.
 JH0326
 JH0326;                    North         East    Units  Estimated Accuracy
 JH0326;SPC KS S     -   604,130.      130,060.      MT  (+/- 180 meters Scaled)
 JH0326
 JH0326                          SUPERSEDED SURVEY CONTROL
 JH0326
 JH0326  NGVD 29 (??/??/92) 1059.702  (m)         3476.71   (f) ADJ UNCH    2 0
 JH0326
 JH0326.Superseded values are not recommended for survey control.
 JH0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0326.See file dsdata.txt to determine how the superseded data were derived.
 JH0326
 JH0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH737606(NAD 83)
 JH0326_MARKER: DB = BENCH MARK DISK
 JH0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0326+STABILITY: SURFACE MOTION
 JH0326
 JH0326  HISTORY     - Date     Condition        Report By
 JH0326  HISTORY     - UNK      MONUMENTED       MPRR
 JH0326  HISTORY     - 1970     GOOD             NGS
 JH0326
 JH0326                          STATION DESCRIPTION
 JH0326
 JH0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JH0326'3 MI W FROM SELKIRK.
 JH0326'3.0 MILES WEST OF MISSOURI PACIFIC RAILROAD STATION IN SELKIRK.
 JH0326'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0326'RAILROAD, 36 FEET SOUTHWEST OF MILEPOST NO. 720, 10 FEET NORTH OF
 JH0326'CENTER LINE OF THE TRACK, MONUMENT PROJECTS 2.0 FEET AND IS
 JH0326'ABOUT 4 INCHES ABOVE TOP OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1241 ***********************************************************************
 JE1241  DESIGNATION -  73
 JE1241  PID         -  JE1241
 JE1241  STATE/COUNTY-  KS/OSAGE
 JE1241  USGS QUAD   -  BURLINGAME (1972)
 JE1241
 JE1241                         *CURRENT SURVEY CONTROL
 JE1241  ___________________________________________________________________
 JE1241* NAD 83(1986)-  38 46 12.     (N)    095 45 54.     (W)     SCALED    
 JE1241* NAVD 88     -       337.403  (meters)    1106.96   (feet)  ADJUSTED  
 JE1241  ___________________________________________________________________
 JE1241  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JE1241  DYNAMIC HT  -         337.170 (meters)    1106.20  (feet)  COMP
 JE1241  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 JE1241
 JE1241  VERT ORDER  -  FIRST     CLASS II
 JE1241
 JE1241.The horizontal coordinates were scaled from a topographic map and have
 JE1241.an estimated accuracy of +/- 6 seconds.
 JE1241
 JE1241.The orthometric height was determined by differential leveling
 JE1241.and adjusted by the National Geodetic Survey in June 1991..
 JE1241
 JE1241.The geoid height was determined by GEOID03.
 JE1241
 JE1241.The dynamic height is computed by dividing the NAVD 88
 JE1241.geopotential number by the normal gravity value computed on the
 JE1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1241.degrees latitude (g = 980.6199 gals.).
 JE1241
 JE1241.The modeled gravity was interpolated from observed gravity values.
 JE1241
 JE1241;                    North         East    Units  Estimated Accuracy
 JE1241;SPC KS S     -   636,940.      637,670.      MT  (+/- 180 meters Scaled)
 JE1241
 JE1241                          SUPERSEDED SURVEY CONTROL
 JE1241
 JE1241  NGVD 29 (??/??/92)  337.263  (m)         1106.50   (f) ADJ UNCH    1 2
 JE1241
 JE1241.Superseded values are not recommended for survey control.
 JE1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1241.See file dsdata.txt to determine how the superseded data were derived.
 JE1241
 JE1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC597948(NAD 83)
 JE1241_MARKER: B = BOLT
 JE1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1241+STABILITY: SURFACE MOTION
 JE1241
 JE1241  HISTORY     - Date     Condition        Report By
 JE1241  HISTORY     - UNK      MONUMENTED       ATSFRR
 JE1241  HISTORY     - 1953     MARK NOT FOUND   NGS
 JE1241
 JE1241                          STATION DESCRIPTION
 JE1241
 JE1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JE1241'1.4 MI SW FROM SCRANTON.
 JE1241'1.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE1241'RAILWAY FROM THE STATION AT SCRANTON, OSAGE COUNTY, 350 FEET
 JE1241'NORTHEAST OF A SIGNAL TOWER, 45 FEET NORTHWEST OF THE NORTHWEST
 JE1241'RAIL, AND NORTHWEST OF STATION 3855.  AN IRON BOLT, SET IN THE
 JE1241'TOP OF A CONCRETE POST.  NOTE-- SIGNAL TOWER LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0093 ***********************************************************************
 HF0093  DESIGNATION -  73
 HF0093  PID         -  HF0093
 HF0093  STATE/COUNTY-  KS/ELK
 HF0093  USGS QUAD   -  LONGTON NW (1964)
 HF0093
 HF0093                         *CURRENT SURVEY CONTROL
 HF0093  ___________________________________________________________________
 HF0093* NAD 83(1986)-  37 29 18.     (N)    096 14 13.     (W)     SCALED    
 HF0093* NAVD 88     -       315.404  (meters)    1034.79   (feet)  ADJUSTED  
 HF0093  ___________________________________________________________________
 HF0093  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HF0093  DYNAMIC HT  -         315.150 (meters)    1033.95  (feet)  COMP
 HF0093  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 HF0093
 HF0093  VERT ORDER  -  SECOND    CLASS 0
 HF0093
 HF0093.The horizontal coordinates were scaled from a topographic map and have
 HF0093.an estimated accuracy of +/- 6 seconds.
 HF0093
 HF0093.The orthometric height was determined by differential leveling
 HF0093.and adjusted by the National Geodetic Survey in June 1991..
 HF0093
 HF0093.The geoid height was determined by GEOID03.
 HF0093
 HF0093.The dynamic height is computed by dividing the NAVD 88
 HF0093.geopotential number by the normal gravity value computed on the
 HF0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0093.degrees latitude (g = 980.6199 gals.).
 HF0093
 HF0093.The modeled gravity was interpolated from observed gravity values.
 HF0093
 HF0093;                    North         East    Units  Estimated Accuracy
 HF0093;SPC KS S     -   493,620.      600,120.      MT  (+/- 180 meters Scaled)
 HF0093
 HF0093                          SUPERSEDED SURVEY CONTROL
 HF0093
 HF0093  NGVD 29 (??/??/92)  315.252  (m)         1034.29   (f) ADJ UNCH    2 0
 HF0093
 HF0093.Superseded values are not recommended for survey control.
 HF0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0093.See file dsdata.txt to determine how the superseded data were derived.
 HF0093
 HF0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG442526(NAD 83)
 HF0093_MARKER: B = BOLT
 HF0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0093+STABILITY: SURFACE MOTION
 HF0093
 HF0093  HISTORY     - Date     Condition        Report By
 HF0093  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0093  HISTORY     - 1935     GOOD             NGS
 HF0093  HISTORY     - 1984     GOOD
 HF0093  HISTORY     - 1984     GOOD
 HF0093
 HF0093                          STATION DESCRIPTION
 HF0093
 HF0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0093'2.5 MI N FROM HOWARD.
 HF0093'2.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0093'FROM HOWARD, ELK COUNTY, AT MILEPOST 73, AND 49 FEET WEST OF THE
 HF0093'CENTERLINE OF THE TRACK.  A BOLT, SET IN THE TOP OF A CONCRETE
 HF0093'POST PROJECTING 6 INCHES ABOVE GROUND.
 HF0093
 HF0093                          STATION RECOVERY (1984)
 HF0093
 HF0093'RECOVERED 1984
 HF0093'MARK IS LOCATED ABOUT 2.5 MILES NORTH ALONG ABANDONED AT AT AND SF RY
 HF0093'FROM HOWARD, ELK COUNTY. FROM NORTHWEST CORNER SEC 31, T 29 S, R 11 E
 HF0093'GO SOUTH ALONG TW PUBLIC ROAD 121 FEET TO INTERSECTION NORTH RR R/W
 HF0093'FENCE, THENCE SOUTHWEST ALONG R/W FENCE 728 FEET TO BENCH MARK WHICH
 HF0093'IS PROJECTING 6 INCHES ABOVE GROUND.
 HF0093
 HF0093                          STATION RECOVERY (1984)
 HF0093
 HF0093'RECOVERED 1984
 HF0093'MARK IS LOCATED ABOUT 2.5 MILES NORTH ALONG ABANDONED AT AT AND SF RY
 HF0093'FROM HOWARD, ELK COUNTY. FROM NORTHWEST CORNER SEC 31, T 29 S, R 11 E
 HF0093'GO SOUTH ALONG TW PUBLIC ROAD 121 FEET TO INTERSECTION NORTH RR R/W
 HF0093'FENCE, THENCE SOUTHWEST ALONG R/W FENCE 728 FEET TO BENCH MARK WHICH
 HF0093'IS PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0572 ***********************************************************************
 HE0572  DESIGNATION -  731
 HE0572  PID         -  HE0572
 HE0572  STATE/COUNTY-  KS/MONTGOMERY
 HE0572  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0572
 HE0572                         *CURRENT SURVEY CONTROL
 HE0572  ___________________________________________________________________
 HE0572* NAD 83(1986)-  37 02 07.     (N)    095 36 55.     (W)     SCALED    
 HE0572* NAVD 88     -       223.877  (meters)     734.50   (feet)  ADJUSTED  
 HE0572  ___________________________________________________________________
 HE0572  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE0572  DYNAMIC HT  -         223.700 (meters)     733.92  (feet)  COMP
 HE0572  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 HE0572
 HE0572  VERT ORDER  -  FIRST     CLASS II
 HE0572
 HE0572.The horizontal coordinates were scaled from a topographic map and have
 HE0572.an estimated accuracy of +/- 6 seconds.
 HE0572
 HE0572.The orthometric height was determined by differential leveling
 HE0572.and adjusted by the National Geodetic Survey in June 1991..
 HE0572
 HE0572.The geoid height was determined by GEOID03.
 HE0572
 HE0572.The dynamic height is computed by dividing the NAVD 88
 HE0572.geopotential number by the normal gravity value computed on the
 HE0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0572.degrees latitude (g = 980.6199 gals.).
 HE0572
 HE0572.The modeled gravity was interpolated from observed gravity values.
 HE0572
 HE0572;                    North         East    Units  Estimated Accuracy
 HE0572;SPC KS S     -   444,880.      656,630.      MT  (+/- 180 meters Scaled)
 HE0572
 HE0572                          SUPERSEDED SURVEY CONTROL
 HE0572
 HE0572  NGVD 29 (??/??/92)  223.740  (m)          734.05   (f) ADJ UNCH    1 2
 HE0572
 HE0572.Superseded values are not recommended for survey control.
 HE0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0572.See file dsdata.txt to determine how the superseded data were derived.
 HE0572
 HE0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB673019(NAD 83)
 HE0572_MARKER: DD = SURVEY DISK
 HE0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0572_SP_SET: BUILDING
 HE0572_STAMPING: 731 INDEPENDENCE
 HE0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0572
 HE0572  HISTORY     - Date     Condition        Report By
 HE0572  HISTORY     - UNK      MONUMENTED       USGS
 HE0572  HISTORY     - 1959     GOOD             NGS
 HE0572
 HE0572                          STATION DESCRIPTION
 HE0572
 HE0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HE0572'AT COFFEYVILLE.
 HE0572'AT COFFEYVILLE, MONTGOMERY COUNTY, AT THE SOUTHEAST CORNER OF
 HE0572'THE INTERSECTION OF WALNUT AND NINTH STREETS, IN THE NORTHWEST
 HE0572'CORNER OF THE REID BUILDING, WEST OF THE ENTRANCE, AND ABOUT
 HE0572'1-1/2 FEET HIGHER THAN THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 HE0572'SURVEY STANDARD DISK.  STAMPED 731 INDEPENDENCE AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0307 ***********************************************************************
 JH0307  DESIGNATION -  735
 JH0307  PID         -  JH0307
 JH0307  STATE/COUNTY-  KS/GREELEY
 JH0307  USGS QUAD   -  TRIBUNE (1970)
 JH0307
 JH0307                         *CURRENT SURVEY CONTROL
 JH0307  ___________________________________________________________________
 JH0307* NAD 83(1986)-  38 28 22.     (N)    101 51 56.     (W)     SCALED    
 JH0307* NAVD 88     -      1134.163  (meters)    3721.00   (feet)  ADJUSTED  
 JH0307  ___________________________________________________________________
 JH0307  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 JH0307  DYNAMIC HT  -        1133.135 (meters)    3717.63  (feet)  COMP
 JH0307  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 JH0307
 JH0307  VERT ORDER  -  SECOND    CLASS 0
 JH0307
 JH0307.The horizontal coordinates were scaled from a topographic map and have
 JH0307.an estimated accuracy of +/- 6 seconds.
 JH0307
 JH0307.The orthometric height was determined by differential leveling
 JH0307.and adjusted by the National Geodetic Survey in June 1991..
 JH0307
 JH0307.The geoid height was determined by GEOID03.
 JH0307
 JH0307.The dynamic height is computed by dividing the NAVD 88
 JH0307.geopotential number by the normal gravity value computed on the
 JH0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0307.degrees latitude (g = 980.6199 gals.).
 JH0307
 JH0307.The modeled gravity was interpolated from observed gravity values.
 JH0307
 JH0307;                    North         East    Units  Estimated Accuracy
 JH0307;SPC KS S     -   605,760.      106,370.      MT  (+/- 180 meters Scaled)
 JH0307
 JH0307                          SUPERSEDED SURVEY CONTROL
 JH0307
 JH0307  NGVD 29 (??/??/92) 1133.699  (m)         3719.48   (f) ADJ UNCH    2 0
 JH0307
 JH0307.Superseded values are not recommended for survey control.
 JH0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0307.See file dsdata.txt to determine how the superseded data were derived.
 JH0307
 JH0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH500621(NAD 83)
 JH0307_MARKER: DB = BENCH MARK DISK
 JH0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0307+STABILITY: SURFACE MOTION
 JH0307
 JH0307  HISTORY     - Date     Condition        Report By
 JH0307  HISTORY     - UNK      MONUMENTED       MPRR
 JH0307  HISTORY     - 1935     GOOD             NGS
 JH0307
 JH0307                          STATION DESCRIPTION
 JH0307
 JH0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JH0307'2 MI E FROM ASTOR.
 JH0307'2.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GANO
 JH0307'GRAIN ELEVATOR AT ASTOR, GREELEY COUNTY, 39 FEET SOUTHEAST OF
 JH0307'MILEPOST 735, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 JH0307'ABOUT 10 INCHES ABOVE THE LEVEL TRACK.  A COPPER NAIL, SET IN THE
 JH0307'TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0317 ***********************************************************************
 JH0317  DESIGNATION -  740
 JH0317  PID         -  JH0317
 JH0317  STATE/COUNTY-  KS/GREELEY
 JH0317  USGS QUAD   -  TRIBUNE NW (1970)
 JH0317
 JH0317                         *CURRENT SURVEY CONTROL
 JH0317  ___________________________________________________________________
 JH0317* NAD 83(1986)-  38 28 21.     (N)    101 57 32.     (W)     SCALED    
 JH0317* NAVD 88     -      1162.906  (meters)    3815.30   (feet)  ADJUSTED  
 JH0317  ___________________________________________________________________
 JH0317  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 JH0317  DYNAMIC HT  -        1161.847 (meters)    3811.83  (feet)  COMP
 JH0317  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 JH0317
 JH0317  VERT ORDER  -  SECOND    CLASS 0
 JH0317
 JH0317.The horizontal coordinates were scaled from a topographic map and have
 JH0317.an estimated accuracy of +/- 6 seconds.
 JH0317
 JH0317.The orthometric height was determined by differential leveling
 JH0317.and adjusted by the National Geodetic Survey in June 1991..
 JH0317
 JH0317.The geoid height was determined by GEOID03.
 JH0317
 JH0317.The dynamic height is computed by dividing the NAVD 88
 JH0317.geopotential number by the normal gravity value computed on the
 JH0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0317.degrees latitude (g = 980.6199 gals.).
 JH0317
 JH0317.The modeled gravity was interpolated from observed gravity values.
 JH0317
 JH0317;                    North         East    Units  Estimated Accuracy
 JH0317;SPC KS S     -   606,020.       98,230.      MT  (+/- 180 meters Scaled)
 JH0317
 JH0317                          SUPERSEDED SURVEY CONTROL
 JH0317
 JH0317  NGVD 29 (??/??/92) 1162.427  (m)         3813.73   (f) ADJ UNCH    2 0
 JH0317
 JH0317.Superseded values are not recommended for survey control.
 JH0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0317.See file dsdata.txt to determine how the superseded data were derived.
 JH0317
 JH0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH418623(NAD 83)
 JH0317_MARKER: DB = BENCH MARK DISK
 JH0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0317+STABILITY: SURFACE MOTION
 JH0317
 JH0317  HISTORY     - Date     Condition        Report By
 JH0317  HISTORY     - UNK      MONUMENTED       MPRR
 JH0317  HISTORY     - 1935     GOOD             NGS
 JH0317
 JH0317                          STATION DESCRIPTION
 JH0317
 JH0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JH0317'3 MI W FROM ASTOR.
 JH0317'3.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GANO
 JH0317'GRAIN ELEVATOR AT ASTOR, GREELEY COUNTY, 53 FEET SOUTHWEST OF
 JH0317'MILEPOST 740, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 JH0317'ABOUT 6 INCHES ABOVE THE LEVEL OF THE TRACK.  A COPPER NAIL, SET
 JH0317'IN THE TOP OF A CONCRETE POST PROJECTING 18 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1243 ***********************************************************************
 JE1243  DESIGNATION -  75
 JE1243  PID         -  JE1243
 JE1243  STATE/COUNTY-  KS/OSAGE
 JE1243  USGS QUAD   -  BURLINGAME (1972)
 JE1243
 JE1243                         *CURRENT SURVEY CONTROL
 JE1243  ___________________________________________________________________
 JE1243* NAD 83(1986)-  38 45 28.     (N)    095 48 00.     (W)     SCALED    
 JE1243* NAVD 88     -       337.819  (meters)    1108.33   (feet)  ADJUSTED  
 JE1243  ___________________________________________________________________
 JE1243  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JE1243  DYNAMIC HT  -         337.585 (meters)    1107.56  (feet)  COMP
 JE1243  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 JE1243
 JE1243  VERT ORDER  -  FIRST     CLASS II
 JE1243
 JE1243.The horizontal coordinates were scaled from a topographic map and have
 JE1243.an estimated accuracy of +/- 6 seconds.
 JE1243
 JE1243.The orthometric height was determined by differential leveling
 JE1243.and adjusted by the National Geodetic Survey in June 1991..
 JE1243
 JE1243.The geoid height was determined by GEOID03.
 JE1243
 JE1243.The dynamic height is computed by dividing the NAVD 88
 JE1243.geopotential number by the normal gravity value computed on the
 JE1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1243.degrees latitude (g = 980.6199 gals.).
 JE1243
 JE1243.The modeled gravity was interpolated from observed gravity values.
 JE1243
 JE1243;                    North         East    Units  Estimated Accuracy
 JE1243;SPC KS S     -   635,490.      634,660.      MT  (+/- 180 meters Scaled)
 JE1243
 JE1243                          SUPERSEDED SURVEY CONTROL
 JE1243
 JE1243  NGVD 29 (??/??/92)  337.679  (m)         1107.87   (f) ADJ UNCH    1 2
 JE1243
 JE1243.Superseded values are not recommended for survey control.
 JE1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1243.See file dsdata.txt to determine how the superseded data were derived.
 JE1243
 JE1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC566936(NAD 83)
 JE1243_MARKER: B = BOLT
 JE1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1243+STABILITY: SURFACE MOTION
 JE1243
 JE1243  HISTORY     - Date     Condition        Report By
 JE1243  HISTORY     - UNK      MONUMENTED       ATSFRR
 JE1243  HISTORY     - 1934     GOOD             NGS
 JE1243  HISTORY     - 1951     GOOD             NGS
 JE1243
 JE1243                          STATION DESCRIPTION
 JE1243
 JE1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1243'1.8 MI E FROM BURLINGAME.
 JE1243'1.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1243'FROM THE STATION AT BURLINGAME, OSAGE COUNTY, 14-1/2 RAILS WEST
 JE1243'OF MILEPOST 75, 0.2 MILE WEST OF A ROAD CROSSING, 45 FEET NORTH
 JE1243'OF THE CENTERLINE OF THE TRACK, NORTH OF STATION 3965+49.5 AND
 JE1243'IN LINE WITH THE RIGHT-OF-WAY FENCE.  AN IRON BOLT SET IN THE
 JE1243'TOP OF A CONCRETE POST.
 JE1243
 JE1243                          STATION RECOVERY (1951)
 JE1243
 JE1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0247 ***********************************************************************
 JF0247  DESIGNATION -  7+5147
 JF0247  PID         -  JF0247
 JF0247  STATE/COUNTY-  KS/CHASE
 JF0247  USGS QUAD   -  HYMER (1989)
 JF0247
 JF0247                         *CURRENT SURVEY CONTROL
 JF0247  ___________________________________________________________________
 JF0247* NAD 83(1986)-  38 29 39.     (N)    096 41 34.     (W)     SCALED    
 JF0247* NAVD 88     -       385.896  (meters)    1266.06   (feet)  ADJUSTED  
 JF0247  ___________________________________________________________________
 JF0247  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 JF0247  DYNAMIC HT  -         385.618 (meters)    1265.15  (feet)  COMP
 JF0247  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 JF0247
 JF0247  VERT ORDER  -  SECOND    CLASS 0
 JF0247
 JF0247.The horizontal coordinates were scaled from a topographic map and have
 JF0247.an estimated accuracy of +/- 6 seconds.
 JF0247
 JF0247.The orthometric height was determined by differential leveling
 JF0247.and adjusted by the National Geodetic Survey in June 1991..
 JF0247
 JF0247.The geoid height was determined by GEOID03.
 JF0247
 JF0247.The dynamic height is computed by dividing the NAVD 88
 JF0247.geopotential number by the normal gravity value computed on the
 JF0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0247.degrees latitude (g = 980.6199 gals.).
 JF0247
 JF0247.The modeled gravity was interpolated from observed gravity values.
 JF0247
 JF0247;                    North         East    Units  Estimated Accuracy
 JF0247;SPC KS S     -   604,360.      557,650.      MT  (+/- 180 meters Scaled)
 JF0247
 JF0247                          SUPERSEDED SURVEY CONTROL
 JF0247
 JF0247  NGVD 29 (??/??/92)  385.754  (m)         1265.59   (f) ADJ UNCH    2 0
 JF0247
 JF0247.Superseded values are not recommended for survey control.
 JF0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0247.See file dsdata.txt to determine how the superseded data were derived.
 JF0247
 JF0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH012631(NAD 83)
 JF0247_MARKER: B = BOLT
 JF0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0247+STABILITY: SURFACE MOTION
 JF0247
 JF0247  HISTORY     - Date     Condition        Report By
 JF0247  HISTORY     - UNK      MONUMENTED       CGS
 JF0247  HISTORY     - 1934     GOOD             NGS
 JF0247  HISTORY     - 1968     GOOD             NGS
 JF0247
 JF0247                          STATION DESCRIPTION
 JF0247
 JF0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0247'0.6 MI N FROM HYMER.
 JF0247'0.6 MI NORTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA FE
 JF0247'R.R. CO.  133 FT. SOUTH OF MILE POST 8.  50 FT. RIGHT OR EAST
 JF0247'OF THE CENTER LINE OF THE TRACK.
 JF0247
 JF0247                          STATION RECOVERY (1968)
 JF0247
 JF0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0538 ***********************************************************************
 HE0538  DESIGNATION -  764
 HE0538  PID         -  HE0538
 HE0538  STATE/COUNTY-  KS/MONTGOMERY
 HE0538  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0538
 HE0538                         *CURRENT SURVEY CONTROL
 HE0538  ___________________________________________________________________
 HE0538* NAD 83(1986)-  37 03 17.     (N)    095 42 40.     (W)     SCALED    
 HE0538* NAVD 88     -       233.424  (meters)     765.83   (feet)  ADJUSTED  
 HE0538  ___________________________________________________________________
 HE0538  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 HE0538  DYNAMIC HT  -         233.237 (meters)     765.21  (feet)  COMP
 HE0538  MODELED GRAV-     979,823.0   (mgal)                       NAVD 88
 HE0538
 HE0538  VERT ORDER  -  FIRST     CLASS II
 HE0538
 HE0538.The horizontal coordinates were scaled from a topographic map and have
 HE0538.an estimated accuracy of +/- 6 seconds.
 HE0538
 HE0538.The orthometric height was determined by differential leveling
 HE0538.and adjusted by the National Geodetic Survey in June 1991..
 HE0538.WARNING-Repeat measurements at this control monument indicate possible
 HE0538.vertical movement.
 HE0538
 HE0538.The geoid height was determined by GEOID03.
 HE0538
 HE0538.The dynamic height is computed by dividing the NAVD 88
 HE0538.geopotential number by the normal gravity value computed on the
 HE0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0538.degrees latitude (g = 980.6199 gals.).
 HE0538
 HE0538.The modeled gravity was interpolated from observed gravity values.
 HE0538
 HE0538;                    North         East    Units  Estimated Accuracy
 HE0538;SPC KS S     -   446,780.      648,040.      MT  (+/- 180 meters Scaled)
 HE0538
 HE0538                          SUPERSEDED SURVEY CONTROL
 HE0538
 HE0538  NGVD 29 (??/??/92)  233.284  (m)          765.37   (f) ADJ UNCH    1 2
 HE0538
 HE0538.Superseded values are not recommended for survey control.
 HE0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0538.See file dsdata.txt to determine how the superseded data were derived.
 HE0538
 HE0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB589043(NAD 83)
 HE0538_MARKER: DD = SURVEY DISK
 HE0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0538_SP_SET: FOUNDATION STONE
 HE0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0538
 HE0538  HISTORY     - Date     Condition        Report By
 HE0538  HISTORY     - UNK      MONUMENTED       USGS
 HE0538  HISTORY     - 1933     GOOD             NGS
 HE0538  HISTORY     - 1962     MARK NOT FOUND   USGS
 HE0538
 HE0538                          STATION DESCRIPTION
 HE0538
 HE0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0538'AT DEARING.
 HE0538'AT DEARING U.S. GEOLOGICAL SURVEY BENCH MARK (764) IS LOCATED
 HE0538'AT DEARING IN THE SOUTHEAST CORNER OF THE FOUNDATION OF A.W.
 HE0538'LUCAS GROCERY STORE-- 53 YARDS NORTH OF NORTH RAIL OF THE UNION
 HE0538'TRACTION COMPANY SIDE TRACK-- 39 FT. WEST OF CENTER OF MAIN
 HE0538'STREET.  ALUMINUM TABLET SET IN FOUNDATION STONE.
 HE0538
 HE0538                          STATION RECOVERY (1962)
 HE0538
 HE0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HE0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0868 ***********************************************************************
 KE0868  DESIGNATION -  77
 KE0868  PID         -  KE0868
 KE0868  STATE/COUNTY-  KS/SHAWNEE
 KE0868  USGS QUAD   -  GRANTVILLE (1983)
 KE0868
 KE0868                         *CURRENT SURVEY CONTROL
 KE0868  ___________________________________________________________________
 KE0868* NAD 83(1997)-  39 01 51.04941(N)    095 36 49.97239(W)     ADJUSTED  
 KE0868* NAVD 88     -       314.185  (meters)    1030.79   (feet)  ADJUSTED  
 KE0868  ___________________________________________________________________
 KE0868  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 KE0868  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KE0868  DYNAMIC HT  -         313.980 (meters)    1030.12  (feet)  COMP
 KE0868  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 KE0868
 KE0868  HORZ ORDER  -  SECOND
 KE0868  VERT ORDER  -  FIRST     CLASS II
 KE0868
 KE0868.The horizontal coordinates were established by classical geodetic methods
 KE0868.and adjusted by the National Geodetic Survey in October 1998..
 KE0868
 KE0868.The orthometric height was determined by differential leveling
 KE0868.and adjusted by the National Geodetic Survey in June 1991..
 KE0868
 KE0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0868
 KE0868.The geoid height was determined by GEOID03.
 KE0868
 KE0868.The dynamic height is computed by dividing the NAVD 88
 KE0868.geopotential number by the normal gravity value computed on the
 KE0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0868.degrees latitude (g = 980.6199 gals.).
 KE0868
 KE0868.The modeled gravity was interpolated from observed gravity values.
 KE0868
 KE0868;                    North         East     Units Scale Factor Converg.
 KE0868;SPC KS N     -    80,153.342   606,579.799   MT  0.99996417   +1 30 35.0
 KE0868;UTM  15      - 4,323,451.093   273,741.346   MT  1.00023040   -1 38 48.3
 KE0868
 KE0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0868!SPC KS N     -   0.99995563  x   0.99996417  =   0.99991980
 KE0868!UTM  15      -   0.99995563  x   1.00023040  =   1.00018602
 KE0868
 KE0868                          SUPERSEDED SURVEY CONTROL
 KE0868
 KE0868  NAD 83(1986)-  39 01 51.05594(N)    095 36 49.96876(W) AD(       ) 2
 KE0868  NAD 27      -  39 01 51.05169(N)    095 36 49.04222(W) AD(       ) 2
 KE0868  NGVD 29 (??/??/92)  314.015  (m)         1030.23   (f) ADJ UNCH    1 2
 KE0868
 KE0868.Superseded values are not recommended for survey control.
 KE0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0868.See file dsdata.txt to determine how the superseded data were derived.
 KE0868
 KE0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD7374123451(NAD 83)
 KE0868_MARKER: DD = SURVEY DISK
 KE0868_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KE0868_SP_SET: CONCRETE CURB OF OVERPASS BRIDGE
 KE0868_STAMPING: BM 77
 KE0868_MARK LOGO: KS5400
 KE0868_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0868+STABILITY: SURFACE MOTION
 KE0868
 KE0868  HISTORY     - Date     Condition        Report By
 KE0868  HISTORY     - 1970     MONUMENTED       KS5400
 KE0868  HISTORY     - 1970     GOOD             NGS
 KE0868  HISTORY     - 1986     GOOD             NGS
 KE0868  HISTORY     - 19860621 GOOD             NGS
 KE0868
 KE0868                          STATION DESCRIPTION
 KE0868
 KE0868'DESCRIBED BY CITY OF TOPEKA KANSAS 1970
 KE0868'BENCH MARK 77 IS A CITY OF TOPEKA ENGINEERING DEPARTMENT BRONZE
 KE0868'DISK, STAMPED 77.  IT IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 KE0868'CURB ALONG THE EAST EDGE OF THE OVERPASS.  IT IS IN THE NORTHEAST
 KE0868'CORNER OF THE OVERPASS AND IS 13.8 FEET EAST OF THE CENTER OF THE
 KE0868'ROAD, 1.6 FEET WEST OF THE EAST EDGE OF THE OVERPASS AND ABOUT 18
 KE0868'INCHES HIGHER THAN THE STATION.
 KE0868
 KE0868                          STATION RECOVERY (1970)
 KE0868
 KE0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KE0868'3.8 MI E FROM TOPEKA.
 KE0868'ABOUT 3.05 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0868'HIGHWAY UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, THENCE 0.7
 KE0868'MILE EAST ALONG EAST 21ST STREET, THENCE 0.1 MILE SOUTH ALONG
 KE0868'SOUTH CROCO ROAD, 14 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KE0868'SET IN THE TOP OF THE NORTH END OF THE CONCRETE FOUNDATION FOR
 KE0868'THE EAST GUARDRAIL ON THE ROAD OVERPASS FOR THE KANSAS TURNPIKE,
 KE0868'85 FEET NORTH OF CROCO RM 2, AND ABOUT 1 1/2 FEET ABOVE THE
 KE0868'LEVEL OF THE ROAD.  SECTION 2-11, T 12S, R 16E
 KE0868
 KE0868                          STATION RECOVERY (1986)
 KE0868
 KE0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0868'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.7 KM 0.45 MI)
 KE0868'EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN TOPEKA,
 KE0868'THENCE 1.9 KM (1.2 MI) SOUTH ALONG THE SANTA FE RAILROAD, THENCE 4.6
 KE0868'KM (2.85 MI) EASTERLY ALONG U.S. HIGHWAY 40, THENCE 1.5 KM (0.95 MI)
 KE0868'SOUTH ALONG CROCO ROAD.
 KE0868
 KE0868                          STATION RECOVERY (1986)
 KE0868
 KE0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 KE0868'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE
 KE0868'1970 DESCRIPTION FOR STATION CROCO 1970.  A MORE COMPLETE DESCRIPTION
 KE0868'FOLLOWS.  THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF
 KE0868'DOWNTOWN TOPEKA, 1.2 KM (0.75 MI) EAST OF TOPEKA INTERCHANGE FOR
 KE0868'INTERSTATE HIGHWAY 70 OF THE KANSAS TURNPIKE, 0.8 KM (0.50 MI) WEST OF
 KE0868'THE TOPEKA SERVICE AREA OF THE TURNPIKE, AT THE NORTHEAST CORNER OF
 KE0868'THE SOUTH CROCO ROAD OVERPASS BRIDGE OVER THE TURNPIKE AND IN THE
 KE0868'SW1/4, SEC2, T12S, R16E.  TO REACH THE STATION FROM THE 21ST STREET
 KE0868'EXIT OF INTERSTATE HIGHWAY 70, JUST WEST OF THE TURNPIKE TOLL GATE, GO
 KE0868'EAST ON 21ST STREET FOR 1.21 KM (0.75 MI) TO SOUTH CROCO ROAD. TURN
 KE0868'RIGHT AND GO SOUTH ON SOUTH CROCO ROAD FOR 0.24 KM (0.15 MI) TO THE
 KE0868'OVERPASS AND THE STATION.  THE STATION IS A CITY OF TOPEKA ENGINEERING
 KE0868'DEPARTMENT BRONZE DISK, STAMPED---77---CEMENTED INTO A DRILLED HOLE IN
 KE0868'THE NORTH END OF THE EAST CONCRETE CURB OF THE OVERPASS BRIDGE.  THE
 KE0868'STATION SERVES AS REFERENCE MARK 3 FOR STATION--CROCO 1970--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1247 ***********************************************************************
 JE1247  DESIGNATION -  77
 JE1247  PID         -  JE1247
 JE1247  STATE/COUNTY-  KS/OSAGE
 JE1247  USGS QUAD   -  OSAGE CITY (1971)
 JE1247
 JE1247                         *CURRENT SURVEY CONTROL
 JE1247  ___________________________________________________________________
 JE1247* NAD 83(1986)-  38 44 26.     (N)    095 49 42.     (W)     SCALED    
 JE1247* NAVD 88     -       318.808  (meters)    1045.96   (feet)  ADJUSTED  
 JE1247  ___________________________________________________________________
 JE1247  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JE1247  DYNAMIC HT  -         318.587 (meters)    1045.23  (feet)  COMP
 JE1247  MODELED GRAV-     979,928.2   (mgal)                       NAVD 88
 JE1247
 JE1247  VERT ORDER  -  FIRST     CLASS II
 JE1247
 JE1247.The horizontal coordinates were scaled from a topographic map and have
 JE1247.an estimated accuracy of +/- 6 seconds.
 JE1247
 JE1247.The orthometric height was determined by differential leveling
 JE1247.and adjusted by the National Geodetic Survey in June 1991..
 JE1247
 JE1247.The geoid height was determined by GEOID03.
 JE1247
 JE1247.The dynamic height is computed by dividing the NAVD 88
 JE1247.geopotential number by the normal gravity value computed on the
 JE1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1247.degrees latitude (g = 980.6199 gals.).
 JE1247
 JE1247.The modeled gravity was interpolated from observed gravity values.
 JE1247
 JE1247;                    North         East    Units  Estimated Accuracy
 JE1247;SPC KS S     -   633,510.      632,260.      MT  (+/- 180 meters Scaled)
 JE1247
 JE1247                          SUPERSEDED SURVEY CONTROL
 JE1247
 JE1247  NGVD 29 (??/??/92)  318.669  (m)         1045.50   (f) ADJ UNCH    1 2
 JE1247
 JE1247.Superseded values are not recommended for survey control.
 JE1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1247.See file dsdata.txt to determine how the superseded data were derived.
 JE1247
 JE1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC541917(NAD 83)
 JE1247_MARKER: DB = BENCH MARK DISK
 JE1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1247+STABILITY: SURFACE MOTION
 JE1247
 JE1247  HISTORY     - Date     Condition        Report By
 JE1247  HISTORY     - UNK      MONUMENTED       CGS
 JE1247  HISTORY     - 1951     GOOD             NGS
 JE1247
 JE1247                          STATION DESCRIPTION
 JE1247
 JE1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1247'0.6 MI S FROM BURLINGAME.
 JE1247'0.6 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1247'FROM THE STATION AT BURLINGAME, OSAGE COUNTY, 15 RAILS SOUTH OF
 JE1247'SIGNAL TOWER 772, 60 YARDS SOUTH OF A JOG IN THE RIGHT-OF-WAY
 JE1247'FENCE, 46 FEET WEST OF THE WEST RAIL, AND 1 FOOT EAST OF THE
 JE1247'RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE
 JE1247'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0724 ***********************************************************************
 JF0724  DESIGNATION -  7+940
 JF0724  PID         -  JF0724
 JF0724  STATE/COUNTY-  KS/MARION
 JF0724  USGS QUAD   -  MARION (1985)
 JF0724
 JF0724                         *CURRENT SURVEY CONTROL
 JF0724  ___________________________________________________________________
 JF0724* NAD 83(1986)-  38 18 29.     (N)    097 00 12.     (W)     SCALED    
 JF0724* NAVD 88     -       394.062  (meters)    1292.85   (feet)  ADJUSTED  
 JF0724  ___________________________________________________________________
 JF0724  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 JF0724  DYNAMIC HT  -         393.772 (meters)    1291.90  (feet)  COMP
 JF0724  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 JF0724
 JF0724  VERT ORDER  -  SECOND    CLASS 0
 JF0724
 JF0724.The horizontal coordinates were scaled from a topographic map and have
 JF0724.an estimated accuracy of +/- 6 seconds.
 JF0724
 JF0724.The orthometric height was determined by differential leveling
 JF0724.and adjusted by the National Geodetic Survey in June 1991..
 JF0724
 JF0724.The geoid height was determined by GEOID03.
 JF0724
 JF0724.The dynamic height is computed by dividing the NAVD 88
 JF0724.geopotential number by the normal gravity value computed on the
 JF0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0724.degrees latitude (g = 980.6199 gals.).
 JF0724
 JF0724.The modeled gravity was interpolated from observed gravity values.
 JF0724
 JF0724;                    North         East    Units  Estimated Accuracy
 JF0724;SPC KS S     -   583,220.      530,890.      MT  (+/- 180 meters Scaled)
 JF0724
 JF0724                          SUPERSEDED SURVEY CONTROL
 JF0724
 JF0724  NGVD 29 (??/??/92)  393.906  (m)         1292.34   (f) ADJ UNCH    2 0
 JF0724
 JF0724.Superseded values are not recommended for survey control.
 JF0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0724.See file dsdata.txt to determine how the superseded data were derived.
 JF0724
 JF0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH745418(NAD 83)
 JF0724_MARKER: B = BOLT
 JF0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0724+STABILITY: SURFACE MOTION
 JF0724
 JF0724  HISTORY     - Date     Condition        Report By
 JF0724  HISTORY     - UNK      MONUMENTED       CGS
 JF0724  HISTORY     - 1934     GOOD             NGS
 JF0724
 JF0724                          STATION DESCRIPTION
 JF0724
 JF0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0724'3.4 MI S FROM MARION.
 JF0724'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  940 FT.
 JF0724'NORTH OF MILE POST 7.  49 FT. L OR WEST OF THE CENTER LINE OF THE
 JF0724'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0929 ***********************************************************************
 HH0929  DESIGNATION -  7JS
 HH0929  PID         -  HH0929
 HH0929  STATE/COUNTY-  KS/MEADE
 HH0929  USGS QUAD   -  MEADE (1983)
 HH0929
 HH0929                         *CURRENT SURVEY CONTROL
 HH0929  ___________________________________________________________________
 HH0929* NAD 83(1997)-  37 15 23.54435(N)    100 15 13.15415(W)     ADJUSTED  
 HH0929* NAVD 88     -       767.     (meters)    2516.     (feet)  SCALED    
 HH0929  ___________________________________________________________________
 HH0929  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 HH0929  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 HH0929
 HH0929  HORZ ORDER  -  THIRD
 HH0929
 HH0929.The horizontal coordinates were established by classical geodetic methods
 HH0929.and adjusted by the National Geodetic Survey in October 1998..
 HH0929.No horizontal observational check was made to the station.
 HH0929
 HH0929.The orthometric height was scaled from a topographic map.
 HH0929
 HH0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0929
 HH0929.The geoid height was determined by GEOID03.
 HH0929
 HH0929;                    North         East     Units Scale Factor Converg.
 HH0929;SPC KS S     -   466,930.471   244,439.175   MT  1.00000201   -1 04 39.6
 HH0929;UTM  14      - 4,124,068.175   388,828.276   MT  0.99975224   -0 45 32.5
 HH0929
 HH0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0929!SPC KS S     -   0.99988381  x   1.00000201  =   0.99988582
 HH0929!UTM  14      -   0.99988381  x   0.99975224  =   0.99963607
 HH0929
 HH0929                          SUPERSEDED SURVEY CONTROL
 HH0929
 HH0929  NAD 83(1997)-  37 15 23.55131(N)    100 15 13.15449(W) AD(       ) 3
 HH0929  NAD 83(1986)-  37 15 23.54284(N)    100 15 13.15432(W) AD(       ) 3
 HH0929  NAD 27      -  37 15 23.45320(N)    100 15 11.64156(W) AD(       ) 3
 HH0929
 HH0929.Superseded values are not recommended for survey control.
 HH0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0929.See file dsdata.txt to determine how the superseded data were derived.
 HH0929
 HH0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG8882824068(NAD 83)
 HH0929_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0929+STABILITY: SURFACE MOTION
 HH0929
 HH0929  HISTORY     - Date     Condition        Report By
 HH0929  HISTORY     - 1962     MONUMENTED       USGS
 HH0929
 HH0929                          STATION DESCRIPTION
 HH0929
 HH0929'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HH0929'MEADE, 5.0 MI E. AND 2.0 MI S. OF.  NEAR COR. SECS. 15, 16, 21 AND 22,
 HH0929'T. 32 S., R. 27 W..  101 FT E. AND 29 FT N. OF CROSSROADS, 0.5 FT S.
 HH0929'OF RIGHT - OF - WAY FENCE.  IN CONCRETE POST PROJECTING 3 IN.,
 HH0929'STANDARD TABLET STAMPED---ET 7 JS 1962---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0649 ***********************************************************************
 KE0649  DESIGNATION -  8
 KE0649  PID         -  KE0649
 KE0649  STATE/COUNTY-  KS/LEAVENWORTH
 KE0649  USGS QUAD   -  MC LOUTH (1979)
 KE0649
 KE0649                         *CURRENT SURVEY CONTROL
 KE0649  ___________________________________________________________________
 KE0649* NAD 83(1986)-  39 11 26.     (N)    095 11 19.     (W)     SCALED    
 KE0649* NAVD 88     -       331.669  (meters)    1088.15   (feet)  POSTED    
 KE0649  ___________________________________________________________________
 KE0649  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0649  DYNAMIC HT  -         331.450 (meters)    1087.43  (feet)  COMP
 KE0649  MODELED GRAV-     979,962.2   (mgal)                       NAVD 88
 KE0649
 KE0649  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KE0649
 KE0649.The horizontal coordinates were scaled from a topographic map and have
 KE0649.an estimated accuracy of +/- 6 seconds.
 KE0649
 KE0649.The orthometric height was determined by differential leveling
 KE0649.and adjusted by the National Geodetic Survey in 1992..
 KE0649.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KE0649.rate of 4.1 thru 8.0 mm/km.
 KE0649
 KE0649.The geoid height was determined by GEOID03.
 KE0649
 KE0649.The dynamic height is computed by dividing the NAVD 88
 KE0649.geopotential number by the normal gravity value computed on the
 KE0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0649.degrees latitude (g = 980.6199 gals.).
 KE0649
 KE0649.The modeled gravity was interpolated from observed gravity values.
 KE0649
 KE0649;                    North         East    Units  Estimated Accuracy
 KE0649;SPC KS N     -    98,930.      642,840.      MT  (+/- 180 meters Scaled)
 KE0649
 KE0649                          SUPERSEDED SURVEY CONTROL
 KE0649
 KE0649  NGVD 29 (??/??/92)  331.600  (m)         1087.92   (f) ADJ UNCH    2 0
 KE0649
 KE0649.Superseded values are not recommended for survey control.
 KE0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0649.See file dsdata.txt to determine how the superseded data were derived.
 KE0649
 KE0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD109402(NAD 83)
 KE0649_MARKER: B = BOLT
 KE0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0649+STABILITY: SURFACE MOTION
 KE0649
 KE0649  HISTORY     - Date     Condition        Report By
 KE0649  HISTORY     - UNK      MONUMENTED       KSHC
 KE0649  HISTORY     - 1938     GOOD             NGS
 KE0649  HISTORY     - 1950     MARK NOT FOUND   NGS
 KE0649
 KE0649                          STATION DESCRIPTION
 KE0649
 KE0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KE0649'5 MI SE FROM MC LOUTH.
 KE0649'IN LEAVENWORTH COUNTY, 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY
 KE0649'16 FROM THE HIGH SCHOOL AT MC LOUTH, JEFFERSON COUNTY, 35
 KE0649'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST
 KE0649'OF THE PROPERTY LINE.  A COPPER BOLT SET IN THE TOP OF A CONCRETE
 KE0649'POST.
 KE0649
 KE0649                          STATION RECOVERY (1950)
 KE0649
 KE0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0677 ***********************************************************************
 HF0677  DESIGNATION -  8
 HF0677  PID         -  HF0677
 HF0677  STATE/COUNTY-  KS/COWLEY
 HF0677  USGS QUAD   -  UDALL (1983)
 HF0677
 HF0677                         *CURRENT SURVEY CONTROL
 HF0677  ___________________________________________________________________
 HF0677* NAD 83(1986)-  37 27 33.     (N)    097 00 44.     (W)     SCALED    
 HF0677* NAVD 88     -       355.850  (meters)    1167.48   (feet)  ADJUSTED  
 HF0677  ___________________________________________________________________
 HF0677  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0677  DYNAMIC HT  -         355.566 (meters)    1166.55  (feet)  COMP
 HF0677  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 HF0677
 HF0677  VERT ORDER  -  SECOND    CLASS 0
 HF0677
 HF0677.The horizontal coordinates were scaled from a topographic map and have
 HF0677.an estimated accuracy of +/- 6 seconds.
 HF0677
 HF0677.The orthometric height was determined by differential leveling
 HF0677.and adjusted by the National Geodetic Survey in June 1991..
 HF0677
 HF0677.The geoid height was determined by GEOID03.
 HF0677
 HF0677.The dynamic height is computed by dividing the NAVD 88
 HF0677.geopotential number by the normal gravity value computed on the
 HF0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0677.degrees latitude (g = 980.6199 gals.).
 HF0677
 HF0677.The modeled gravity was interpolated from observed gravity values.
 HF0677
 HF0677;                    North         East    Units  Estimated Accuracy
 HF0677;SPC KS S     -   489,010.      531,620.      MT  (+/- 180 meters Scaled)
 HF0677
 HF0677                          SUPERSEDED SURVEY CONTROL
 HF0677
 HF0677  NGVD 29 (??/??/92)  355.725  (m)         1167.07   (f) ADJ UNCH    2 0
 HF0677
 HF0677.Superseded values are not recommended for survey control.
 HF0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0677.See file dsdata.txt to determine how the superseded data were derived.
 HF0677
 HF0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG758476(NAD 83)
 HF0677_MARKER: B = BOLT
 HF0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0677+STABILITY: SURFACE MOTION
 HF0677
 HF0677  HISTORY     - Date     Condition        Report By
 HF0677  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0677  HISTORY     - 1962     MARK NOT FOUND   NGS
 HF0677
 HF0677                          STATION DESCRIPTION
 HF0677
 HF0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0677'1.4 MI N FROM ROCK.
 HF0677'1.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0677'FROM ROCK, COWLEY COUNTY, AT MILEPOST 215, AND 50 FEET WEST OF
 HF0677'THE CENTERLINE OF THE TRACK.  AN IRON BOLT, SET IN THE TOP OF A
 HF0677'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0116 ***********************************************************************
 JF0116  DESIGNATION -  8
 JF0116  PID         -  JF0116
 JF0116  STATE/COUNTY-  KS/MORRIS
 JF0116  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0116
 JF0116                         *CURRENT SURVEY CONTROL
 JF0116  ___________________________________________________________________
 JF0116* NAD 83(1986)-  38 38 43.     (N)    096 27 54.     (W)     SCALED    
 JF0116* NAVD 88     -       374.926  (meters)    1230.07   (feet)  ADJUSTED  
 JF0116  ___________________________________________________________________
 JF0116  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 JF0116  DYNAMIC HT  -         374.657 (meters)    1229.19  (feet)  COMP
 JF0116  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 JF0116
 JF0116  VERT ORDER  -  SECOND    CLASS 0
 JF0116
 JF0116.The horizontal coordinates were scaled from a topographic map and have
 JF0116.an estimated accuracy of +/- 6 seconds.
 JF0116
 JF0116.The orthometric height was determined by differential leveling
 JF0116.and adjusted by the National Geodetic Survey in June 1991..
 JF0116
 JF0116.The geoid height was determined by GEOID03.
 JF0116
 JF0116.The dynamic height is computed by dividing the NAVD 88
 JF0116.geopotential number by the normal gravity value computed on the
 JF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0116.degrees latitude (g = 980.6199 gals.).
 JF0116
 JF0116.The modeled gravity was interpolated from observed gravity values.
 JF0116
 JF0116;                    North         East    Units  Estimated Accuracy
 JF0116;SPC KS N     -    35,760.      533,630.      MT  (+/- 180 meters Scaled)
 JF0116
 JF0116                          SUPERSEDED SURVEY CONTROL
 JF0116
 JF0116  NGVD 29 (??/??/92)  374.777  (m)         1229.58   (f) ADJ UNCH    2 0
 JF0116
 JF0116.Superseded values are not recommended for survey control.
 JF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0116.See file dsdata.txt to determine how the superseded data were derived.
 JF0116
 JF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH206804(NAD 83)
 JF0116_MARKER: DB = BENCH MARK DISK
 JF0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0116_SP_SET: CULVERT
 JF0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0116
 JF0116  HISTORY     - Date     Condition        Report By
 JF0116  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0116  HISTORY     - 1935     GOOD             NGS
 JF0116  HISTORY     - 1968     GOOD             NGS
 JF0116
 JF0116                          STATION DESCRIPTION
 JF0116
 JF0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0116'1.3 MI S FROM COUNCIL GROVE.
 JF0116'ALONG M.K. AND T. RR. ON S. END OF RAISED CENTER STRIP OF BRONZE
 JF0116'DISC IN S. END OF W. HEADWALL OF 7 X 6 CONC. CULVERT 40 YDS.
 JF0116'S. OF MP 119.  NOTE-- RR TRACK AND DEPOT HAVE BEEN ABANDONED.
 JF0116
 JF0116                          STATION RECOVERY (1968)
 JF0116
 JF0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1330 ***********************************************************************
 JE1330  DESIGNATION -  8 F
 JE1330  PID         -  JE1330
 JE1330  STATE/COUNTY-  KS/WABAUNSEE
 JE1330  USGS QUAD   -  HARVEYVILLE (1972)
 JE1330
 JE1330                         *CURRENT SURVEY CONTROL
 JE1330  ___________________________________________________________________
 JE1330* NAD 83(1986)-  38 47 53.     (N)    095 57 57.     (W)     SCALED    
 JE1330* NAVD 88     -       344.245  (meters)    1129.41   (feet)  ADJUSTED  
 JE1330  ___________________________________________________________________
 JE1330  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JE1330  DYNAMIC HT  -         344.009 (meters)    1128.64  (feet)  COMP
 JE1330  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 JE1330
 JE1330  VERT ORDER  -  SECOND    CLASS 0
 JE1330
 JE1330.The horizontal coordinates were scaled from a topographic map and have
 JE1330.an estimated accuracy of +/- 6 seconds.
 JE1330
 JE1330.The orthometric height was determined by differential leveling
 JE1330.and adjusted by the National Geodetic Survey in June 1991..
 JE1330
 JE1330.The geoid height was determined by GEOID03.
 JE1330
 JE1330.The dynamic height is computed by dividing the NAVD 88
 JE1330.geopotential number by the normal gravity value computed on the
 JE1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1330.degrees latitude (g = 980.6199 gals.).
 JE1330
 JE1330.The modeled gravity was interpolated from observed gravity values.
 JE1330
 JE1330;                    North         East    Units  Estimated Accuracy
 JE1330;SPC KS N     -    53,570.      576,700.      MT  (+/- 180 meters Scaled)
 JE1330
 JE1330                          SUPERSEDED SURVEY CONTROL
 JE1330
 JE1330  NGVD 29 (??/??/92)  344.107  (m)         1128.96   (f) ADJ UNCH    2 0
 JE1330
 JE1330.Superseded values are not recommended for survey control.
 JE1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1330.See file dsdata.txt to determine how the superseded data were derived.
 JE1330
 JE1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC424985(NAD 83)
 JE1330_MARKER: Z = SEE DESCRIPTION
 JE1330_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1330_SP_SET: BRIDGE ABUTMENT
 JE1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1330
 JE1330  HISTORY     - Date     Condition        Report By
 JE1330  HISTORY     - UNK      MONUMENTED       ATSFRR
 JE1330  HISTORY     - 1934     GOOD             NGS
 JE1330
 JE1330                          STATION DESCRIPTION
 JE1330
 JE1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1330'0.6 MI NW FROM HARVEYVILLE.
 JE1330'0.6 MILE NW. OF HARVEYVILLE.  STATION ALONG A.T. AND S.F.R.R.,
 JE1330'ON NE. CORNER OF E. CONC. ABUTMENT OF STEEL GIRDER BRIDGE 8-F.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0087 ***********************************************************************
 HF0087  DESIGNATION -  80
 HF0087  PID         -  HF0087
 HF0087  STATE/COUNTY-  KS/ELK
 HF0087  USGS QUAD   -  HOWARD (1979)
 HF0087
 HF0087                         *CURRENT SURVEY CONTROL
 HF0087  ___________________________________________________________________
 HF0087* NAD 83(1986)-  37 24 22.     (N)    096 16 40.     (W)     SCALED    
 HF0087* NAVD 88     -       317.978  (meters)    1043.23   (feet)  ADJUSTED  
 HF0087  ___________________________________________________________________
 HF0087  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HF0087  DYNAMIC HT  -         317.721 (meters)    1042.39  (feet)  COMP
 HF0087  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 HF0087
 HF0087  VERT ORDER  -  SECOND    CLASS 0
 HF0087
 HF0087.The horizontal coordinates were scaled from a topographic map and have
 HF0087.an estimated accuracy of +/- 6 seconds.
 HF0087
 HF0087.The orthometric height was determined by differential leveling
 HF0087.and adjusted by the National Geodetic Survey in June 1991..
 HF0087
 HF0087.The geoid height was determined by GEOID03.
 HF0087
 HF0087.The dynamic height is computed by dividing the NAVD 88
 HF0087.geopotential number by the normal gravity value computed on the
 HF0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0087.degrees latitude (g = 980.6199 gals.).
 HF0087
 HF0087.The modeled gravity was interpolated from observed gravity values.
 HF0087
 HF0087;                    North         East    Units  Estimated Accuracy
 HF0087;SPC KS S     -   484,410.      596,720.      MT  (+/- 180 meters Scaled)
 HF0087
 HF0087                          SUPERSEDED SURVEY CONTROL
 HF0087
 HF0087  NGVD 29 (??/??/92)  317.827  (m)         1042.74   (f) ADJ UNCH    2 0
 HF0087
 HF0087.Superseded values are not recommended for survey control.
 HF0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0087.See file dsdata.txt to determine how the superseded data were derived.
 HF0087
 HF0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG409434(NAD 83)
 HF0087_MARKER: B = BOLT
 HF0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0087+STABILITY: SURFACE MOTION
 HF0087
 HF0087  HISTORY     - Date     Condition        Report By
 HF0087  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0087  HISTORY     - 1935     GOOD             NGS
 HF0087
 HF0087                          STATION DESCRIPTION
 HF0087
 HF0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0087'3.6 MI NE FROM MOLINE.
 HF0087'3.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0087'RAILWAY FROM MOLINE, ELK COUNTY, AT MILEPOST 80, AND 50 FEET WEST
 HF0087'OF THE CENTERLINE OF THE MAIN TRACK.  A BOLT, SET IN THE TOP OF A
 HF0087'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0446 ***********************************************************************
 HE0446  DESIGNATION -  801.25
 HE0446  PID         -  HE0446
 HE0446  STATE/COUNTY-  KS/LABETTE
 HE0446  USGS QUAD   -  CHETOPA (1974)
 HE0446
 HE0446                         *CURRENT SURVEY CONTROL
 HE0446  ___________________________________________________________________
 HE0446* NAD 83(1986)-  37 02 10.     (N)    095 04 55.     (W)     SCALED    
 HE0446* NAVD 88     -       244.965  (meters)     803.69   (feet)  ADJUSTED  
 HE0446  ___________________________________________________________________
 HE0446  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HE0446  DYNAMIC HT  -         244.769 (meters)     803.05  (feet)  COMP
 HE0446  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 HE0446
 HE0446  VERT ORDER  -  SECOND    CLASS 0
 HE0446
 HE0446.The horizontal coordinates were scaled from a topographic map and have
 HE0446.an estimated accuracy of +/- 6 seconds.
 HE0446
 HE0446.The orthometric height was determined by differential leveling
 HE0446.and adjusted by the National Geodetic Survey in June 1991..
 HE0446
 HE0446.The geoid height was determined by GEOID03.
 HE0446
 HE0446.The dynamic height is computed by dividing the NAVD 88
 HE0446.geopotential number by the normal gravity value computed on the
 HE0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0446.degrees latitude (g = 980.6199 gals.).
 HE0446
 HE0446.The modeled gravity was interpolated from observed gravity values.
 HE0446
 HE0446;                    North         East    Units  Estimated Accuracy
 HE0446;SPC KS S     -   446,580.      704,050.      MT  (+/- 180 meters Scaled)
 HE0446
 HE0446                          SUPERSEDED SURVEY CONTROL
 HE0446
 HE0446  NGVD 29 (??/??/92)  244.851  (m)          803.32   (f) ADJ UNCH    2 0
 HE0446
 HE0446.Superseded values are not recommended for survey control.
 HE0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0446.See file dsdata.txt to determine how the superseded data were derived.
 HE0446
 HE0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB148009(NAD 83)
 HE0446_MARKER: DD = SURVEY DISK
 HE0446_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HE0446_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HE0446_STAMPING: ELEV 801.25
 HE0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0446
 HE0446  HISTORY     - Date     Condition        Report By
 HE0446  HISTORY     - UNK      MONUMENTED       USDA
 HE0446  HISTORY     - 1936     GOOD             NGS
 HE0446
 HE0446                          STATION DESCRIPTION
 HE0446
 HE0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 HE0446'AT CHETOPA.
 HE0446'AT CHETOPA, LABETTE COUNTY, ON THE CORNER OF FIRST AND MAIN
 HE0446'STREETS, AT THE DIESEL ELECTRIC POWER PLANT, 1 FOOT EAST OF THE
 HE0446'NORTHEAST CORNER OF THE BRICK BUILDING, 1 FOOT NORTH OF THE
 HE0446'BRICK WALL, AND 12 FEET SOUTH OF THE CURB.  A UNITED STATES
 HE0446'DEPARTMENT OF AGRICULTURE STANDARD CAP, STAMPED ELEV. 801.25
 HE0446'AND MOUNTED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0389 ***********************************************************************
 HF0389  DESIGNATION -  81 B
 HF0389  PID         -  HF0389
 HF0389  STATE/COUNTY-  KS/BUTLER
 HF0389  USGS QUAD   -  GORDON (1979)
 HF0389
 HF0389                         *CURRENT SURVEY CONTROL
 HF0389  ___________________________________________________________________
 HF0389* NAD 83(1986)-  37 30 18.     (N)    096 54 52.     (W)     SCALED    
 HF0389* NAVD 88     -       393.968  (meters)    1292.54   (feet)  ADJUSTED  
 HF0389  ___________________________________________________________________
 HF0389  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HF0389  DYNAMIC HT  -         393.651 (meters)    1291.50  (feet)  COMP
 HF0389  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 HF0389
 HF0389  VERT ORDER  -  SECOND    CLASS 0
 HF0389
 HF0389.The horizontal coordinates were scaled from a topographic map and have
 HF0389.an estimated accuracy of +/- 6 seconds.
 HF0389
 HF0389.The orthometric height was determined by differential leveling
 HF0389.and adjusted by the National Geodetic Survey in June 1991..
 HF0389
 HF0389.The geoid height was determined by GEOID03.
 HF0389
 HF0389.The dynamic height is computed by dividing the NAVD 88
 HF0389.geopotential number by the normal gravity value computed on the
 HF0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0389.degrees latitude (g = 980.6199 gals.).
 HF0389
 HF0389.The modeled gravity was interpolated from observed gravity values.
 HF0389
 HF0389;                    North         East    Units  Estimated Accuracy
 HF0389;SPC KS S     -   494,230.      540,180.      MT  (+/- 180 meters Scaled)
 HF0389
 HF0389                          SUPERSEDED SURVEY CONTROL
 HF0389
 HF0389  NGVD 29 (??/??/92)  393.828  (m)         1292.08   (f) ADJ UNCH    2 0
 HF0389
 HF0389.Superseded values are not recommended for survey control.
 HF0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0389.See file dsdata.txt to determine how the superseded data were derived.
 HF0389
 HF0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG843529(NAD 83)
 HF0389_MARKER: DD = SURVEY DISK
 HF0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0389_STAMPING: 81 B 1942
 HF0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0389+STABILITY: SURFACE MOTION
 HF0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF0389+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 HF0389
 HF0389  HISTORY     - Date     Condition        Report By
 HF0389  HISTORY     - 1942     MONUMENTED       USGS
 HF0389  HISTORY     - 1962     GOOD             NGS
 HF0389  HISTORY     - 20060815 GOOD             INDIV
 HF0389
 HF0389                          STATION DESCRIPTION
 HF0389
 HF0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0389'6.4 MI E FROM DOUGLASS.
 HF0389'0.5 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0389'RAILROAD FROM THE STATION AT DOUGLASS, THENCE 5.9 MILES EAST
 HF0389'ALONG A GRAVEL ROAD TO THE CREST OF A SMALL HILL, 166 FEET
 HF0389'SOUTHWEST OF THE SOUTHWEST CORNER OF FARM HOUSE, 137 FEET WEST OF
 HF0389'THE CENTER OF PRIVATE DRIVE, 73 FEET EAST OF THE SOUTHWEST FENCE
 HF0389'CORNER OF FENCE AROUND FARM BUILDINGS, 28 FEET NORTH OF CENTER OF
 HF0389'ROAD, 0.8 FEET EAST OF A METAL WITNESS POST, AND PROJECTS 0.3
 HF0389'FEET ABOVE THE GROUND.  SET IN TOP OF A CONCRETE POST.
 HF0389
 HF0389                          STATION RECOVERY (2006)
 HF0389
 HF0389'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0389'AMOUNT OF TREES AND BUSHES IN THE AREA MAKE THE HOUSE AND OUTBUILDINGS
 HF0389'BAD REFERENCES, CAN BARELY SEE THE HOUSE FROM THE MARKER AND CANNOT
 HF0389'SEE ANY OTHER BUILDINGS, NEW DESCRIPTION AS FOLLOWS -
 HF0389' 
 HF0389'2 MILES W AND 2 MILES S OF SMILEYBERG, 24 FT. N AND 744 FT. E OF
 HF0389'CENTER OF CROSSROADS, 137 FT. W OF PRIVATE DRIVE N AND 1 FT. E OF
 HF0389'METAL WITNESS POST, UNDER A BUSH, IN CONCRETE POST, STANDARD TABLET
 HF0389'STAMPED '81 B 1942'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0485 ***********************************************************************
 HE0485  DESIGNATION -  824
 HE0485  PID         -  HE0485
 HE0485  STATE/COUNTY-  KS/MONTGOMERY
 HE0485  USGS QUAD   -  INDEPENDENCE (1979)
 HE0485
 HE0485                         *CURRENT SURVEY CONTROL
 HE0485  ___________________________________________________________________
 HE0485* NAD 83(1986)-  37 13 26.     (N)    095 42 16.     (W)     SCALED    
 HE0485* NAVD 88     -       251.977  (meters)     826.69   (feet)  ADJUSTED  
 HE0485  ___________________________________________________________________
 HE0485  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HE0485  DYNAMIC HT  -         251.777 (meters)     826.04  (feet)  COMP
 HE0485  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 HE0485
 HE0485  VERT ORDER  -  FIRST     CLASS II
 HE0485
 HE0485.The horizontal coordinates were scaled from a topographic map and have
 HE0485.an estimated accuracy of +/- 6 seconds.
 HE0485
 HE0485.The orthometric height was determined by differential leveling
 HE0485.and adjusted by the National Geodetic Survey in June 1991..
 HE0485
 HE0485.The geoid height was determined by GEOID03.
 HE0485
 HE0485.The dynamic height is computed by dividing the NAVD 88
 HE0485.geopotential number by the normal gravity value computed on the
 HE0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0485.degrees latitude (g = 980.6199 gals.).
 HE0485
 HE0485.The modeled gravity was interpolated from observed gravity values.
 HE0485
 HE0485;                    North         East    Units  Estimated Accuracy
 HE0485;SPC KS S     -   465,560.      648,070.      MT  (+/- 180 meters Scaled)
 HE0485
 HE0485                          SUPERSEDED SURVEY CONTROL
 HE0485
 HE0485  NGVD 29 (??/??/92)  251.833  (m)          826.22   (f) ADJ UNCH    1 2
 HE0485
 HE0485.Superseded values are not recommended for survey control.
 HE0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0485.See file dsdata.txt to determine how the superseded data were derived.
 HE0485
 HE0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB600231(NAD 83)
 HE0485_MARKER: DB = BENCH MARK DISK
 HE0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0485_SP_SET: BUILDING
 HE0485_STAMPING: 824 INDEPENDENCE
 HE0485_MARK LOGO: USGS  
 HE0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0485+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1997
 HE0485
 HE0485  HISTORY     - Date     Condition        Report By
 HE0485  HISTORY     - UNK      MONUMENTED       USGS
 HE0485  HISTORY     - 1954     GOOD             NGS
 HE0485  HISTORY     - 19971031 GOOD             NGS
 HE0485
 HE0485                          STATION DESCRIPTION
 HE0485
 HE0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HE0485'AT INDEPENDENCE.
 HE0485'AT INDEPENDENCE, MONTGOMERY COUNTY, AT THE COUNTY COURTHOUSE,
 HE0485'AT THE NORTHWEST CORNER OF THE BUILDING, AND IN THE WALL.  A
 HE0485'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 824
 HE0485'INDEPENDENCE AND SET VERTICALLY.  NOTE-- ACCESS TO THIS MARK IS
 HE0485'HAD THROUGH A ROUND HOLE IN THE NEW CONCRETE THAT HAS BEEN PUT
 HE0485'AROUND THE OLD BUILDING.
 HE0485
 HE0485                          STATION RECOVERY (1997)
 HE0485
 HE0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HE0485'IN INDEPENDENCE, AT THE INTERSECTION OF MAIN AND 6TH STREETS, SET
 HE0485'VERTICALLY IN THE NORTH FACE OF THE COUNTY COURTHOUSE, 67.3 M (220.8
 HE0485'FT) EAST OF THE CENTERLINE OF 6TH STREET, 59.6 M (195.5 FT) NORTH OF
 HE0485'THE CENTERLINE OF MAIN STREET, 8.4 M (27.6 FT) SOUTHEAST OF THE
 HE0485'SOUTHWEST SUPPORT BEAM FOR A CARPORT, 6.5 M (21.3 FT) SOUTHWEST OF THE
 HE0485'CENTER OF THE WEST ENTRANCE TO THE BUILDING, 1.9 M (6.2 FT) ABOVE THE
 HE0485'GROUND SURFACE, AND 0.2 M (0.7 FT) EAST OF THE NORTHWEST CORNER OF THE
 HE0485'BUILDING.  NOTE--THE MARK IS RECESSED 0.05 M (0.16 FT) INTO THE NORTH
 HE0485'WALL OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0472 ***********************************************************************
 HE0472  DESIGNATION -  829
 HE0472  PID         -  HE0472
 HE0472  STATE/COUNTY-  KS/MONTGOMERY
 HE0472  USGS QUAD   -  SYCAMORE (1979)
 HE0472
 HE0472                         *CURRENT SURVEY CONTROL
 HE0472  ___________________________________________________________________
 HE0472* NAD 83(1986)-  37 19 36.     (N)    095 42 37.     (W)     SCALED    
 HE0472* NAVD 88     -       253.463  (meters)     831.57   (feet)  ADJUSTED  
 HE0472  ___________________________________________________________________
 HE0472  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HE0472  DYNAMIC HT  -         253.261 (meters)     830.91  (feet)  COMP
 HE0472  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 HE0472
 HE0472  VERT ORDER  -  FIRST     CLASS II
 HE0472
 HE0472.The horizontal coordinates were scaled from a topographic map and have
 HE0472.an estimated accuracy of +/- 6 seconds.
 HE0472
 HE0472.The orthometric height was determined by differential leveling
 HE0472.and adjusted by the National Geodetic Survey in June 1991..
 HE0472
 HE0472.The geoid height was determined by GEOID03.
 HE0472
 HE0472.The dynamic height is computed by dividing the NAVD 88
 HE0472.geopotential number by the normal gravity value computed on the
 HE0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0472.degrees latitude (g = 980.6199 gals.).
 HE0472
 HE0472.The modeled gravity was interpolated from observed gravity values.
 HE0472
 HE0472;                    North         East    Units  Estimated Accuracy
 HE0472;SPC KS S     -   476,950.      647,210.      MT  (+/- 180 meters Scaled)
 HE0472
 HE0472                          SUPERSEDED SURVEY CONTROL
 HE0472
 HE0472  NGVD 29 (??/??/92)  253.317  (m)          831.09   (f) ADJ UNCH    1 2
 HE0472
 HE0472.Superseded values are not recommended for survey control.
 HE0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0472.See file dsdata.txt to determine how the superseded data were derived.
 HE0472
 HE0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB598345(NAD 83)
 HE0472_MARKER: DE = TRAVERSE STATION DISK
 HE0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0472_SP_SET: BUILDING
 HE0472_STAMPING: 829 INDEPENDENCE
 HE0472_MARK LOGO: USGS  
 HE0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0472+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1997
 HE0472
 HE0472  HISTORY     - Date     Condition        Report By
 HE0472  HISTORY     - UNK      MONUMENTED       USGS
 HE0472  HISTORY     - 1935     GOOD             NGS
 HE0472  HISTORY     - 1964     GOOD             NGS
 HE0472  HISTORY     - 19971031 GOOD             NGS
 HE0472
 HE0472                          STATION DESCRIPTION
 HE0472
 HE0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0472'AT SYCAMORE.
 HE0472'AT SYCAMORE, MONTGOMERY COUNTY, AT THE PUBLIC SCHOOL, AT THE
 HE0472'SOUTHWEST CORNER OF THE BUILDING, IN THE FACE OF A SANDSTONE
 HE0472'BLOCK, AND 2 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL
 HE0472'SURVEY STANDARD DISK, STAMPED 829 INDEPENDENCE AND SET VERTICALLY.
 HE0472
 HE0472                          STATION RECOVERY (1964)
 HE0472
 HE0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0472'RECOVERED IN GOOD CONDITION.
 HE0472
 HE0472                          STATION RECOVERY (1997)
 HE0472
 HE0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HE0472'IN SYCAMORE, AT THE INTERSECTION OF U.S.  HIGHWAY 75 AND MAIN STREET,
 HE0472'SET VERTICALLY IN A SANDSTONE BLOCK AT THE SOUTHWEST CORNER OF THE
 HE0472'SYCAMORE PUBLIC SCHOOL, 50.9 M (167.0 FT) SOUTH OF THE SOUTHWEST
 HE0472'CORNER OF THE POST OFFICE, 32.4 M (106.3 FT) SOUTH OF THE STREET
 HE0472'CENTER, 23.3 M (76.4 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 HE0472'CENTERLINE, 9.8 M (32.2 FT) WEST OF THE CENTER OF THE SOUTH ENTRANCE,
 HE0472'0.4 M (1.3 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT) NORTH OF
 HE0472'THE SOUTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0555 ***********************************************************************
 HE0555  DESIGNATION -  833
 HE0555  PID         -  HE0555
 HE0555  STATE/COUNTY-  KS/MONTGOMERY
 HE0555  USGS QUAD   -  ELK CITY (1962)
 HE0555
 HE0555                         *CURRENT SURVEY CONTROL
 HE0555  ___________________________________________________________________
 HE0555* NAD 83(1986)-  37 17 21.     (N)    095 54 41.     (W)     SCALED    
 HE0555* NAVD 88     -       254.716  (meters)     835.68   (feet)  ADJUSTED  
 HE0555  ___________________________________________________________________
 HE0555  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HE0555  DYNAMIC HT  -         254.512 (meters)     835.01  (feet)  COMP
 HE0555  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 HE0555
 HE0555  VERT ORDER  -  SECOND    CLASS 0
 HE0555
 HE0555.The horizontal coordinates were scaled from a topographic map and have
 HE0555.an estimated accuracy of +/- 6 seconds.
 HE0555
 HE0555.The orthometric height was determined by differential leveling
 HE0555.and adjusted by the National Geodetic Survey in June 1991..
 HE0555
 HE0555.The geoid height was determined by GEOID03.
 HE0555
 HE0555.The dynamic height is computed by dividing the NAVD 88
 HE0555.geopotential number by the normal gravity value computed on the
 HE0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0555.degrees latitude (g = 980.6199 gals.).
 HE0555
 HE0555.The modeled gravity was interpolated from observed gravity values.
 HE0555
 HE0555;                    North         East    Units  Estimated Accuracy
 HE0555;SPC KS S     -   472,280.      629,510.      MT  (+/- 180 meters Scaled)
 HE0555
 HE0555                          SUPERSEDED SURVEY CONTROL
 HE0555
 HE0555  NGVD 29 (??/??/92)  254.571  (m)          835.21   (f) ADJ UNCH    2 0
 HE0555
 HE0555.Superseded values are not recommended for survey control.
 HE0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0555.See file dsdata.txt to determine how the superseded data were derived.
 HE0555
 HE0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB419309(NAD 83)
 HE0555_MARKER: DD = SURVEY DISK
 HE0555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0555_SP_SET: BUILDING
 HE0555_STAMPING: 833 INDEPENDENCE
 HE0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0555
 HE0555  HISTORY     - Date     Condition        Report By
 HE0555  HISTORY     - UNK      MONUMENTED       USGS
 HE0555  HISTORY     - 1955     GOOD             NGS
 HE0555
 HE0555                          STATION DESCRIPTION
 HE0555
 HE0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HE0555'AT ELK CITY.
 HE0555'AT ELK CITY, MONTGOMERY COUNTY, ON THE MAIN STREET, AT THE
 HE0555'PUBLIC SCHOOL, IN THE NORTH FACE OF THE STONE FOUNDATION OF
 HE0555'THE RED-BRICK BUILDING, 10 FEET WEST OF THE EAST ENTRANCE, AND
 HE0555'3 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 HE0555'STANDARD DISK, STAMPED 833 INDEPENDENCE AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0917 ***********************************************************************
 JE0917  DESIGNATION -  833.6
 JE0917  PID         -  JE0917
 JE0917  STATE/COUNTY-  KS/FRANKLIN
 JE0917  USGS QUAD   -  LE LOUP (1973)
 JE0917
 JE0917                         *CURRENT SURVEY CONTROL
 JE0917  ___________________________________________________________________
 JE0917* NAD 83(1986)-  38 39 59.     (N)    095 14 55.     (W)     SCALED    
 JE0917* NAVD 88     -       283.654  (meters)     930.62   (feet)  ADJUSTED  
 JE0917  ___________________________________________________________________
 JE0917  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0917  DYNAMIC HT  -         283.460 (meters)     929.99  (feet)  COMP
 JE0917  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 JE0917
 JE0917  VERT ORDER  -  SECOND    CLASS 0
 JE0917
 JE0917.The horizontal coordinates were scaled from a topographic map and have
 JE0917.an estimated accuracy of +/- 6 seconds.
 JE0917
 JE0917.The orthometric height was determined by differential leveling
 JE0917.and adjusted by the National Geodetic Survey in June 1991..
 JE0917
 JE0917.The geoid height was determined by GEOID03.
 JE0917
 JE0917.The dynamic height is computed by dividing the NAVD 88
 JE0917.geopotential number by the normal gravity value computed on the
 JE0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0917.degrees latitude (g = 980.6199 gals.).
 JE0917
 JE0917.The modeled gravity was interpolated from observed gravity values.
 JE0917
 JE0917;                    North         East    Units  Estimated Accuracy
 JE0917;SPC KS S     -   626,880.      682,920.      MT  (+/- 180 meters Scaled)
 JE0917
 JE0917                          SUPERSEDED SURVEY CONTROL
 JE0917
 JE0917  NGVD 29 (??/??/92)  283.538  (m)          930.24   (f) ADJ UNCH    2 0
 JE0917
 JE0917.Superseded values are not recommended for survey control.
 JE0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0917.See file dsdata.txt to determine how the superseded data were derived.
 JE0917
 JE0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC043821(NAD 83)
 JE0917_MARKER: Z = SEE DESCRIPTION
 JE0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0917_SP_SET: CULVERT
 JE0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0917
 JE0917  HISTORY     - Date     Condition        Report By
 JE0917  HISTORY     - UNK      MONUMENTED       DOD
 JE0917  HISTORY     - 1945     GOOD             NGS
 JE0917  HISTORY     - 1950     GOOD             NGS
 JE0917  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0917
 JE0917                          STATION DESCRIPTION
 JE0917
 JE0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JE0917'4.8 MI NE FROM OTTAWA.
 JE0917'TO REACH FROM THE COURT HOUSE AT OTTAWA GO NORTH 3.8 MILES ALONG
 JE0917'U.S. HIGHWAY NO. 59, THENCE EAST 1.0 MILE ALONG A GRAVELED ROAD
 JE0917'TO SITE OF MARK, BENCH MARK IS AT THE INTERSECTION OF TWO GRAVELED
 JE0917'ROADS, 10.0 FEET SOUTH OF AND ABOUT 0.5 FOOT HIGHER THAN THE
 JE0917'CENTER LINE OF THE EAST-WEST ROAD, 18.0 FEET EAST OF THE CENTER
 JE0917'LINE OF THE NORTH-SOUTH ROAD, ON TOP OF THE WEST END OF THE SOUTH
 JE0917'HEADWALL OF A 3 FT X 4 FT CONCRETE CULVERT.  A PAINTED SQUARE.
 JE0917
 JE0917                          STATION RECOVERY (1950)
 JE0917
 JE0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0917'RECOVERED IN GOOD CONDITION.
 JE0917
 JE0917                          STATION RECOVERY (2005)
 JE0917
 JE0917'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0917'THE CONCRETE CULVERT HAS BEEN REPLACED WITH A METAL TUBE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0249 ***********************************************************************
 HE0249  DESIGNATION -  850
 HE0249  PID         -  HE0249
 HE0249  STATE/COUNTY-  KS/CHEROKEE
 HE0249  USGS QUAD   -  HALLOWELL (1974)
 HE0249
 HE0249                         *CURRENT SURVEY CONTROL
 HE0249  ___________________________________________________________________
 HE0249* NAD 83(1997)-  37 10 44.28121(N)    094 59 43.41356(W)     ADJUSTED  
 HE0249* NAVD 88     -       258.442  (meters)     847.91   (feet)  ADJUSTED  
 HE0249  ___________________________________________________________________
 HE0249  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 HE0249  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 HE0249  DYNAMIC HT  -         258.237 (meters)     847.23  (feet)  COMP
 HE0249  MODELED GRAV-     979,832.7   (mgal)                       NAVD 88
 HE0249
 HE0249  HORZ ORDER  -  SECOND
 HE0249  VERT ORDER  -  FIRST     CLASS II
 HE0249
 HE0249.The horizontal coordinates were established by classical geodetic methods
 HE0249.and adjusted by the National Geodetic Survey in October 1998..
 HE0249
 HE0249.The orthometric height was determined by differential leveling
 HE0249.and adjusted by the National Geodetic Survey in June 1991..
 HE0249
 HE0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0249
 HE0249.The geoid height was determined by GEOID03.
 HE0249
 HE0249.The dynamic height is computed by dividing the NAVD 88
 HE0249.geopotential number by the normal gravity value computed on the
 HE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0249.degrees latitude (g = 980.6199 gals.).
 HE0249
 HE0249.The modeled gravity was interpolated from observed gravity values.
 HE0249
 HE0249;                    North         East     Units Scale Factor Converg.
 HE0249;SPC KS S     -   462,706.763   711,150.756   MT  1.00001840   +2 09 13.2
 HE0249;UTM  15      - 4,116,590.457   322,865.036   MT  0.99998653   -1 12 22.1
 HE0249
 HE0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0249!SPC KS S     -   0.99996414  x   1.00001840  =   0.99998254
 HE0249!UTM  15      -   0.99996414  x   0.99998653  =   0.99995067
 HE0249
 HE0249                          SUPERSEDED SURVEY CONTROL
 HE0249
 HE0249  NAD 83(1997)-  37 10 44.28592(N)    094 59 43.41385(W) AD(       ) 2
 HE0249  NAD 83(1986)-  37 10 44.29588(N)    094 59 43.40446(W) AD(       ) 2
 HE0249  NAD 27      -  37 10 44.06920(N)    094 59 42.53335(W) AD(       ) 2
 HE0249  NGVD 29 (??/??/92)  258.331  (m)          847.54   (f) ADJ UNCH    1 2
 HE0249
 HE0249.Superseded values are not recommended for survey control.
 HE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0249.See file dsdata.txt to determine how the superseded data were derived.
 HE0249
 HE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2286516590(NAD 83)
 HE0249_MARKER: P = PIPE CAP
 HE0249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HE0249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HE0249_STAMPING: 850 1916
 HE0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0249
 HE0249  HISTORY     - Date     Condition        Report By
 HE0249  HISTORY     - 1965     MONUMENTED       USGS
 HE0249  HISTORY     - 1933     GOOD             NGS
 HE0249  HISTORY     - 20060920 MARK NOT FOUND   GEOCAC
 HE0249
 HE0249                          STATION DESCRIPTION
 HE0249
 HE0249'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (JCC)
 HE0249'THE STATION IS LOCATED IN THE VILLAGE OF HALLOWELL, AT THE
 HE0249'NORTHEAST CORNER OF THE GRADE SCHOOL GROUNDS, 86.2 FEET
 HE0249'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING,
 HE0249'28.4 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED
 HE0249'ROAD, 30.2 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 HE0249'GRAVELED ROAD AND 20.8 FEET EAST-SOUTHEAST OF A TELEPHONE
 HE0249'CABLE POLE.
 HE0249'
 HE0249'THE MARK IS A UNITED STATES GEOLOGICAL SURVEY BRASS CAP,
 HE0249'BRADED TO THE TOP OF AN IRON PIPE 3 INCHES IN DIAMETER AND
 HE0249'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  THE CAP IS
 HE0249'STAMPED 850.
 HE0249'
 HE0249'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HE0249'HALLOWELL.  THE DISTANCE BEING 50.78 FEET, 15.478 METERS EAST
 HE0249'OF AND AT ABOUT THE SAME ELEVATION AS STATION HALLOWELL.
 HE0249
 HE0249                          STATION RECOVERY (1933)
 HE0249
 HE0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 HE0249'AT HALLOWELL.
 HE0249'AT THE NORTHEAST PART OF HALLOWELL, CHEROKEE COUNTY, AT THE
 HE0249'SOUTHWEST CORNER OF THE CROSSROADS, AND IN THE NORTHEAST CORNER
 HE0249'OF THE SCHOOL-YARD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HE0249'CAP, RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 HE0249
 HE0249                          STATION RECOVERY (2006)
 HE0249
 HE0249'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 HE0249'THE SCHOOL HAS BEEN ABANDONDED AND THE LOT OVERGROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0853 ***********************************************************************
 KE0853  DESIGNATION -  876
 KE0853  PID         -  KE0853
 KE0853  STATE/COUNTY-  KS/SHAWNEE
 KE0853  USGS QUAD   -  TOPEKA (1983)
 KE0853
 KE0853                         *CURRENT SURVEY CONTROL
 KE0853  ___________________________________________________________________
 KE0853* NAD 83(1986)-  39 03 57.     (N)    095 39 41.     (W)     SCALED    
 KE0853* NAVD 88     -       267.426  (meters)     877.38   (feet)  ADJUSTED  
 KE0853  ___________________________________________________________________
 KE0853  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KE0853  DYNAMIC HT  -         267.252 (meters)     876.81  (feet)  COMP
 KE0853  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 KE0853
 KE0853  VERT ORDER  -  SECOND    CLASS 0
 KE0853
 KE0853.The horizontal coordinates were scaled from a topographic map and have
 KE0853.an estimated accuracy of +/- 6 seconds.
 KE0853
 KE0853.The orthometric height was determined by differential leveling
 KE0853.and adjusted by the National Geodetic Survey in June 1991..
 KE0853
 KE0853.The geoid height was determined by GEOID03.
 KE0853
 KE0853.The dynamic height is computed by dividing the NAVD 88
 KE0853.geopotential number by the normal gravity value computed on the
 KE0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0853.degrees latitude (g = 980.6199 gals.).
 KE0853
 KE0853.The modeled gravity was interpolated from observed gravity values.
 KE0853
 KE0853;                    North         East    Units  Estimated Accuracy
 KE0853;SPC KS N     -    83,930.      602,370.      MT  (+/- 180 meters Scaled)
 KE0853
 KE0853                          SUPERSEDED SURVEY CONTROL
 KE0853
 KE0853  NGVD 29 (??/??/92)  267.336  (m)          877.08   (f) ADJ UNCH    2 0
 KE0853
 KE0853.Superseded values are not recommended for survey control.
 KE0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0853.See file dsdata.txt to determine how the superseded data were derived.
 KE0853
 KE0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD697274(NAD 83)
 KE0853_MARKER: Q = CHISELED SQUARE
 KE0853_SETTING: 0 = UNSPECIFIED SETTING
 KE0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0853
 KE0853  HISTORY     - Date     Condition        Report By
 KE0853  HISTORY     - UNK      MONUMENTED       CGS
 KE0853  HISTORY     - 1950     GOOD             NGS
 KE0853
 KE0853                          STATION DESCRIPTION
 KE0853
 KE0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0853'AT TOPEKA.
 KE0853'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 107 FEET NORTH
 KE0853'OF THE NORTH EDGE OF CONCRETE SLAB AT THE ABANDONED NORTH TOPEKA
 KE0853'STATION, 97 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 74
 KE0853'FEET NORTH OF THE CENTER OF E. GORDON ST. AND 1 FOOT EAST OF THE
 KE0853'EAST RAIL OF SIDING.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0851 ***********************************************************************
 KE0851  DESIGNATION -  877
 KE0851  PID         -  KE0851
 KE0851  STATE/COUNTY-  KS/SHAWNEE
 KE0851  USGS QUAD   -  TOPEKA (1983)
 KE0851
 KE0851                         *CURRENT SURVEY CONTROL
 KE0851  ___________________________________________________________________
 KE0851* NAD 83(1986)-  39 05 39.     (N)    095 38 04.     (W)     SCALED    
 KE0851* NAVD 88     -       267.536  (meters)     877.74   (feet)  ADJUSTED  
 KE0851  ___________________________________________________________________
 KE0851  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KE0851  DYNAMIC HT  -         267.363 (meters)     877.17  (feet)  COMP
 KE0851  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 KE0851
 KE0851  VERT ORDER  -  SECOND    CLASS 0
 KE0851
 KE0851.The horizontal coordinates were scaled from a topographic map and have
 KE0851.an estimated accuracy of +/- 6 seconds.
 KE0851
 KE0851.The orthometric height was determined by differential leveling
 KE0851.and adjusted by the National Geodetic Survey in June 1991..
 KE0851
 KE0851.The geoid height was determined by GEOID03.
 KE0851
 KE0851.The dynamic height is computed by dividing the NAVD 88
 KE0851.geopotential number by the normal gravity value computed on the
 KE0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0851.degrees latitude (g = 980.6199 gals.).
 KE0851
 KE0851.The modeled gravity was interpolated from observed gravity values.
 KE0851
 KE0851;                    North         East    Units  Estimated Accuracy
 KE0851;SPC KS N     -    87,130.      604,620.      MT  (+/- 180 meters Scaled)
 KE0851
 KE0851                          SUPERSEDED SURVEY CONTROL
 KE0851
 KE0851  NGVD 29 (??/??/92)  267.446  (m)          877.45   (f) ADJ UNCH    2 0
 KE0851
 KE0851.Superseded values are not recommended for survey control.
 KE0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0851.See file dsdata.txt to determine how the superseded data were derived.
 KE0851
 KE0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD721305(NAD 83)
 KE0851_MARKER: Q = CHISELED SQUARE
 KE0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0851_SP_SET: ABUTMENT
 KE0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0851
 KE0851  HISTORY     - Date     Condition        Report By
 KE0851  HISTORY     - UNK      MONUMENTED       CGS
 KE0851  HISTORY     - 1950     GOOD             NGS
 KE0851
 KE0851                          STATION DESCRIPTION
 KE0851
 KE0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0851'2.4 MI NE FROM NORTH TOPEKA.
 KE0851'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT BRIDGE
 KE0851'47B, IN TOP OF THE SOUTHWEST CORNER OF THE SOUTH ABUTMENT.  A
 KE0851'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0455 ***********************************************************************
 KE0455  DESIGNATION -  89/1
 KE0455  PID         -  KE0455
 KE0455  STATE/COUNTY-  KS/DONIPHAN
 KE0455  USGS QUAD   -  WATHENA (1961)
 KE0455
 KE0455                         *CURRENT SURVEY CONTROL
 KE0455  ___________________________________________________________________
 KE0455* NAD 83(1986)-  39 45 46.     (N)    094 56 56.     (W)     SCALED    
 KE0455* NAVD 88     -       251.929  (meters)     826.54   (feet)  ADJUSTED  
 KE0455  ___________________________________________________________________
 KE0455  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KE0455  DYNAMIC HT  -         251.784 (meters)     826.06  (feet)  COMP
 KE0455  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 KE0455
 KE0455  VERT ORDER  -  SECOND    CLASS 0
 KE0455
 KE0455.The horizontal coordinates were scaled from a topographic map and have
 KE0455.an estimated accuracy of +/- 6 seconds.
 KE0455
 KE0455.The orthometric height was determined by differential leveling
 KE0455.and adjusted by the National Geodetic Survey in June 1991..
 KE0455
 KE0455.The geoid height was determined by GEOID03.
 KE0455
 KE0455.The dynamic height is computed by dividing the NAVD 88
 KE0455.geopotential number by the normal gravity value computed on the
 KE0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0455.degrees latitude (g = 980.6199 gals.).
 KE0455
 KE0455.The modeled gravity was interpolated from observed gravity values.
 KE0455
 KE0455;                    North         East    Units  Estimated Accuracy
 KE0455;SPC KS N     -   163,090.      661,400.      MT  (+/- 180 meters Scaled)
 KE0455
 KE0455                          SUPERSEDED SURVEY CONTROL
 KE0455
 KE0455  NGVD 29 (??/??/92)  251.817  (m)          826.17   (f) ADJ UNCH    2 0
 KE0455
 KE0455.Superseded values are not recommended for survey control.
 KE0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0455.See file dsdata.txt to determine how the superseded data were derived.
 KE0455
 KE0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE330032(NAD 83)
 KE0455_MARKER: B = BOLT
 KE0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0455_SP_SET: STONE
 KE0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0455+STABILITY: SURFACE MOTION
 KE0455
 KE0455  HISTORY     - Date     Condition        Report By
 KE0455  HISTORY     - UNK      MONUMENTED       MORC
 KE0455  HISTORY     - 1950     GOOD             NGS
 KE0455
 KE0455                          STATION DESCRIPTION
 KE0455
 KE0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0455'AT WATHENA.
 KE0455'AT WATHENA, DONIPHAN COUNTY, AT THE WEST LINE OF BRYANT STREET,
 KE0455'AT THE INTERSECTION OF AN ALLEY ON ST. JOE STREET, AND IN THE
 KE0455'ALLEY JUST BEHIND THE FARMERS STATE BANK.  A BOLT, SET IN THE
 KE0455'TOP OF A STONE ABOUT 4 FEET UNDER GROUND, ACCESS TO WHICH IS
 KE0455'HAD THROUGH A 3-INCH IRON PIPE BEARING A MISSOURI RIVER COMMISSION
 KE0455'STANDARD CAP, STAMPED PBM 89/1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1117 ***********************************************************************
 JE1117  DESIGNATION -  896.5
 JE1117  PID         -  JE1117
 JE1117  STATE/COUNTY-  KS/ANDERSON
 JE1117  USGS QUAD   -  GARNETT EAST (1983)
 JE1117
 JE1117                         *CURRENT SURVEY CONTROL
 JE1117  ___________________________________________________________________
 JE1117* NAD 83(1986)-  38 21 36.     (N)    095 07 52.     (W)     SCALED    
 JE1117* NAVD 88     -       273.337  (meters)     896.77   (feet)  ADJUSTED  
 JE1117  ___________________________________________________________________
 JE1117  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JE1117  DYNAMIC HT  -         273.142 (meters)     896.13  (feet)  COMP
 JE1117  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 JE1117
 JE1117  VERT ORDER  -  SECOND    CLASS 0
 JE1117
 JE1117.The horizontal coordinates were scaled from a topographic map and have
 JE1117.an estimated accuracy of +/- 6 seconds.
 JE1117
 JE1117.The orthometric height was determined by differential leveling
 JE1117.and adjusted by the National Geodetic Survey in June 1991..
 JE1117
 JE1117.The geoid height was determined by GEOID03.
 JE1117
 JE1117.The dynamic height is computed by dividing the NAVD 88
 JE1117.geopotential number by the normal gravity value computed on the
 JE1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1117.degrees latitude (g = 980.6199 gals.).
 JE1117
 JE1117.The modeled gravity was interpolated from observed gravity values.
 JE1117
 JE1117;                    North         East    Units  Estimated Accuracy
 JE1117;SPC KS S     -   593,260.      694,370.      MT  (+/- 180 meters Scaled)
 JE1117
 JE1117                          SUPERSEDED SURVEY CONTROL
 JE1117
 JE1117  NGVD 29 (??/??/92)  273.204  (m)          896.34   (f) ADJ UNCH    2 0
 JE1117
 JE1117.Superseded values are not recommended for survey control.
 JE1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1117.See file dsdata.txt to determine how the superseded data were derived.
 JE1117
 JE1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC138479(NAD 83)
 JE1117_MARKER: Q = CHISELED SQUARE
 JE1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1117_SP_SET: BRIDGE RAILING
 JE1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1117
 JE1117  HISTORY     - Date     Condition        Report By
 JE1117  HISTORY     - UNK      MONUMENTED       CGS
 JE1117  HISTORY     - 1950     GOOD             USGS
 JE1117  HISTORY     - 20010611 MARK NOT FOUND   SKW
 JE1117
 JE1117                          STATION DESCRIPTION
 JE1117
 JE1117'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JE1117'AT GREELEY.
 JE1117'IN THE BRIDGE OVER THE SOUTH FORK OF POTTAWATOMIE ON U.S.
 JE1117'HIGHWAY 169, 11 FEET NORTH OF THE CENTERLINE OF BRIDGE AND
 JE1117'2 FEET EAST OF THE WEST EDGE OF THE WEST ABUTMENT IN THE BASE
 JE1117'OF THE CONCRETE RAILING OF THE BRIDGE.  A CHISELED SQUARE.
 JE1117
 JE1117                          STATION RECOVERY (2001)
 JE1117
 JE1117'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE1117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1124 ***********************************************************************
 JE1124  DESIGNATION -  897.3
 JE1124  PID         -  JE1124
 JE1124  STATE/COUNTY-  KS/ANDERSON
 JE1124  USGS QUAD   -  GARNETT EAST (1983)
 JE1124
 JE1124                         *CURRENT SURVEY CONTROL
 JE1124  ___________________________________________________________________
 JE1124* NAD 83(1986)-  38 22 24.     (N)    095 10 32.     (W)     SCALED    
 JE1124* NAVD 88     -       273.628  (meters)     897.73   (feet)  ADJUSTED  
 JE1124  ___________________________________________________________________
 JE1124  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JE1124  DYNAMIC HT  -         273.433 (meters)     897.09  (feet)  COMP
 JE1124  MODELED GRAV-     979,911.4   (mgal)                       NAVD 88
 JE1124
 JE1124  VERT ORDER  -  SECOND    CLASS 0
 JE1124
 JE1124.The horizontal coordinates were scaled from a topographic map and have
 JE1124.an estimated accuracy of +/- 6 seconds.
 JE1124
 JE1124.The orthometric height was determined by differential leveling
 JE1124.and adjusted by the National Geodetic Survey in June 1991..
 JE1124
 JE1124.The geoid height was determined by GEOID03.
 JE1124
 JE1124.The dynamic height is computed by dividing the NAVD 88
 JE1124.geopotential number by the normal gravity value computed on the
 JE1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1124.degrees latitude (g = 980.6199 gals.).
 JE1124
 JE1124.The modeled gravity was interpolated from observed gravity values.
 JE1124
 JE1124;                    North         East    Units  Estimated Accuracy
 JE1124;SPC KS S     -   594,600.      690,440.      MT  (+/- 180 meters Scaled)
 JE1124
 JE1124                          SUPERSEDED SURVEY CONTROL
 JE1124
 JE1124  NGVD 29 (??/??/92)  273.496  (m)          897.29   (f) ADJ UNCH    2 0
 JE1124
 JE1124.Superseded values are not recommended for survey control.
 JE1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1124.See file dsdata.txt to determine how the superseded data were derived.
 JE1124
 JE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC099494(NAD 83)
 JE1124_MARKER: Q = CHISELED SQUARE
 JE1124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1124_SP_SET: CULVERT
 JE1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1124
 JE1124  HISTORY     - Date     Condition        Report By
 JE1124  HISTORY     - 1945     MONUMENTED       CGS
 JE1124  HISTORY     - 1950     GOOD             NGS
 JE1124
 JE1124                          STATION DESCRIPTION
 JE1124
 JE1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1124'2.5 MI E FROM SCIPIO.
 JE1124'2.5 MILES EAST OF THE SCHOOL HOUSE AT SCIPIO ALONG THE ROAD TO
 JE1124'GREELEY.  125 YARDS SOUTH OF THE CENTERLINE OF A T ROAD JUNCTION,
 JE1124'12 FEET EAST OF THE CENTERLINE OF A NORTH AND SOUTH ROAD, 2.5
 JE1124'FEET NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE
 JE1124'CULVERT.  U.S.B.M. 897.3 PAINTED ON THE CULVERT.  A CHISELED
 JE1124'SQUARE IN THE EAST HEADWALL OF A CONCRETE CULVERT.  STAMPING-NONE.
 JE1124
 JE1124                          STATION RECOVERY (1950)
 JE1124
 JE1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0348 ***********************************************************************
 HE0348  DESIGNATION -  897.58
 HE0348  PID         -  HE0348
 HE0348  STATE/COUNTY-  KS/NEOSHO
 HE0348  USGS QUAD   -  ERIE (1973)
 HE0348
 HE0348                         *CURRENT SURVEY CONTROL
 HE0348  ___________________________________________________________________
 HE0348* NAD 83(1986)-  37 34 04.     (N)    095 14 33.     (W)     SCALED    
 HE0348* NAVD 88     -       273.921  (meters)     898.69   (feet)  ADJUSTED  
 HE0348  ___________________________________________________________________
 HE0348  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HE0348  DYNAMIC HT  -         273.707 (meters)     897.99  (feet)  COMP
 HE0348  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 HE0348
 HE0348  VERT ORDER  -  SECOND    CLASS 0
 HE0348
 HE0348.The horizontal coordinates were scaled from a topographic map and have
 HE0348.an estimated accuracy of +/- 6 seconds.
 HE0348
 HE0348.The orthometric height was determined by differential leveling
 HE0348.and adjusted by the National Geodetic Survey in June 1991..
 HE0348.WARNING-Repeat measurements at this control monument indicate possible
 HE0348.vertical movement.
 HE0348
 HE0348.The geoid height was determined by GEOID03.
 HE0348
 HE0348.The dynamic height is computed by dividing the NAVD 88
 HE0348.geopotential number by the normal gravity value computed on the
 HE0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0348.degrees latitude (g = 980.6199 gals.).
 HE0348
 HE0348.The modeled gravity was interpolated from observed gravity values.
 HE0348
 HE0348;                    North         East    Units  Estimated Accuracy
 HE0348;SPC KS S     -   505,040.      687,710.      MT  (+/- 180 meters Scaled)
 HE0348
 HE0348                          SUPERSEDED SURVEY CONTROL
 HE0348
 HE0348  NGVD 29 (??/??/92)  273.795  (m)          898.28   (f) ADJ UNCH    2 0
 HE0348
 HE0348.Superseded values are not recommended for survey control.
 HE0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0348.See file dsdata.txt to determine how the superseded data were derived.
 HE0348
 HE0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB019602(NAD 83)
 HE0348_MARKER: DD = SURVEY DISK
 HE0348_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HE0348_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HE0348_STAMPING: 897.58
 HE0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0348
 HE0348  HISTORY     - Date     Condition        Report By
 HE0348  HISTORY     - UNK      MONUMENTED       USDA
 HE0348  HISTORY     - 1934     GOOD             NGS
 HE0348  HISTORY     - 1973     MARK NOT FOUND   NGS
 HE0348
 HE0348                          STATION DESCRIPTION
 HE0348
 HE0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0348'AT ERIE.
 HE0348'AT ERIE, NEOSHO COUNTY, AT THE COUNTY COURTHOUSE, AND 2 FEET
 HE0348'NORTH OF THE NORTHWEST CORNER.  A UNITED STATES DEPARTMENT OF
 HE0348'AGRICULTURE EXPERIMENTAL STATION STANDARD CAP, STAMPED 897.58
 HE0348'AND FASTENED ON THE TOP OF A 4-INCH PIPE.  NOTE-- 1964 REPORT,
 HE0348'THE BENCH MARK WAS FOUND TO BE ABOUT 3 INCHES UNDER THE SURFACE
 HE0348'AND IS LOCATED AT THE NEW COURTHOUSE AS THE OLD BUILDING HAS
 HE0348'BEEN REMOVED.  THE BENCH MARK IS 80.0 FEET NORTHWEST OF THE
 HE0348'SOUTHEAST CORNER OF PARKING LOT, 16.0 FEET FROM THE CENTER OF
 HE0348'ENTRANCE TO BUILDING AND 24.0 FEET WESTERLY FROM THE SOUTHEAST
 HE0348'CORNER OF NORTH WING OF BUILDING.
 HE0348
 HE0348                          STATION RECOVERY (1973)
 HE0348
 HE0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HE0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0911 ***********************************************************************
 HH0911  DESIGNATION -  8JS
 HH0911  PID         -  HH0911
 HH0911  STATE/COUNTY-  KS/MEADE
 HH0911  USGS QUAD   -  FOWLER (1977)
 HH0911
 HH0911                         *CURRENT SURVEY CONTROL
 HH0911  ___________________________________________________________________
 HH0911* NAD 83(1997)-  37 23 13.47589(N)    100 14 02.67624(W)     ADJUSTED  
 HH0911* NAVD 88     -       757.5    (meters)    2485.     (feet)  VERTCON   
 HH0911  ___________________________________________________________________
 HH0911  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 HH0911  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 HH0911
 HH0911  HORZ ORDER  -  THIRD
 HH0911  VERT ORDER  -  THIRD ? (See Below)
 HH0911
 HH0911.The horizontal coordinates were established by classical geodetic methods
 HH0911.and adjusted by the National Geodetic Survey in October 1998..
 HH0911
 HH0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0911.The vertical order pertains to the NGVD 29 superseded value.
 HH0911
 HH0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0911
 HH0911.The geoid height was determined by GEOID03.
 HH0911
 HH0911;                    North         East     Units Scale Factor Converg.
 HH0911;SPC KS S     -   481,382.762   246,445.034   MT  0.99997851   -1 03 56.3
 HH0911;UTM  14      - 4,138,527.883   390,753.572   MT  0.99974701   -0 44 57.8
 HH0911
 HH0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0911!SPC KS S     -   0.99988531  x   0.99997851  =   0.99986383
 HH0911!UTM  14      -   0.99988531  x   0.99974701  =   0.99963235
 HH0911
 HH0911:                Primary Azimuth Mark                     Grid Az
 HH0911:SPC KS S     -  FOWLER MUN TANK                          091 17 25.6
 HH0911:UTM  14      -  FOWLER MUN TANK                          090 58 27.1
 HH0911
 HH0911|---------------------------------------------------------------------|
 HH0911| PID    Reference Object                     Distance      Geod. Az  |
 HH0911|                                                           dddmmss.s |
 HH0911| HH0910 FOWLER MUN TANK                     APPROX. 3.5 KM 0901329.3 |
 HH0911|---------------------------------------------------------------------|
 HH0911
 HH0911                          SUPERSEDED SURVEY CONTROL
 HH0911
 HH0911  NAD 83(1997)-  37 23 13.48361(N)    100 14 02.67676(W) AD(       ) 3
 HH0911  NAD 83(1986)-  37 23 13.47456(N)    100 14 02.67741(W) AD(       ) 3
 HH0911  NAD 27      -  37 23 13.39303(N)    100 14 01.16584(W) AD(       ) 3
 HH0911  NGVD 29 (07/19/86)  757.2    (m)         2484.     (f) LEVELING    3  
 HH0911
 HH0911.Superseded values are not recommended for survey control.
 HH0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0911.See file dsdata.txt to determine how the superseded data were derived.
 HH0911
 HH0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG9075438528(NAD 83)
 HH0911_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0911_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0911+STABILITY: SURFACE MOTION
 HH0911
 HH0911  HISTORY     - Date     Condition        Report By
 HH0911  HISTORY     - 1962     MONUMENTED       USGS
 HH0911
 HH0911                          STATION DESCRIPTION
 HH0911
 HH0911'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HH0911'FOWLER, 2.0 MI W. OF ALONG STATE HWY. 98.  NEAR SW. COR. SEC. 26, T.
 HH0911'30 S., R. 27 W..  64 FT S. AND 107 FT E. OF T - RD. N., 656 FT E. OF
 HH0911'T - RD. S..  8 FT E. OF A TELEPHONE POLE, IN CONCRETE POST PROJECTING
 HH0911'4 IN., STANDARD TABLET STAMPED---ET 8 JS 1962---.  FINIAL OF
 HH0911'FOWLER MUNICIPAL WATER TANK ABOUT 2.0 MI DISTANT--S 89 DEG 47 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0650 ***********************************************************************
 KE0650  DESIGNATION -  9
 KE0650  PID         -  KE0650
 KE0650  STATE/COUNTY-  KS/JEFFERSON
 KE0650  USGS QUAD   -  MC LOUTH (1979)
 KE0650
 KE0650                         *CURRENT SURVEY CONTROL
 KE0650  ___________________________________________________________________
 KE0650* NAD 83(1986)-  39 11 39.     (N)    095 12 00.     (W)     SCALED    
 KE0650* NAVD 88     -       349.204  (meters)    1145.68   (feet)  ADJUSTED  
 KE0650  ___________________________________________________________________
 KE0650  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 KE0650  DYNAMIC HT  -         348.975 (meters)    1144.93  (feet)  COMP
 KE0650  MODELED GRAV-     979,960.7   (mgal)                       NAVD 88
 KE0650
 KE0650  VERT ORDER  -  SECOND    CLASS 0
 KE0650
 KE0650.The horizontal coordinates were scaled from a topographic map and have
 KE0650.an estimated accuracy of +/- 6 seconds.
 KE0650
 KE0650.The orthometric height was determined by differential leveling
 KE0650.and adjusted by the National Geodetic Survey in June 1991..
 KE0650
 KE0650.The geoid height was determined by GEOID03.
 KE0650
 KE0650.The dynamic height is computed by dividing the NAVD 88
 KE0650.geopotential number by the normal gravity value computed on the
 KE0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0650.degrees latitude (g = 980.6199 gals.).
 KE0650
 KE0650.The modeled gravity was interpolated from observed gravity values.
 KE0650
 KE0650;                    North         East    Units  Estimated Accuracy
 KE0650;SPC KS N     -    99,300.      641,840.      MT  (+/- 180 meters Scaled)
 KE0650
 KE0650                          SUPERSEDED SURVEY CONTROL
 KE0650
 KE0650  NGVD 29 (??/??/92)  349.122  (m)         1145.41   (f) ADJ UNCH    2 0
 KE0650
 KE0650.Superseded values are not recommended for survey control.
 KE0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0650.See file dsdata.txt to determine how the superseded data were derived.
 KE0650
 KE0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD100406(NAD 83)
 KE0650_MARKER: B = BOLT
 KE0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0650+STABILITY: SURFACE MOTION
 KE0650
 KE0650  HISTORY     - Date     Condition        Report By
 KE0650  HISTORY     - UNK      MONUMENTED       KSHC
 KE0650  HISTORY     - 1950     GOOD             NGS
 KE0650  HISTORY     - 20010424 MARK NOT FOUND   LOCSUR
 KE0650
 KE0650                          STATION DESCRIPTION
 KE0650
 KE0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0650'0.6 MI E FROM MC LOUTH.
 KE0650'0.6 MILE EAST ALONG STATE HIGHWAY 16 FROM THE HIGH SCHOOL AT
 KE0650'MC LOUTH, JEFFERSON COUNTY, AT THE EAST CITY LIMIT, 110 YARDS
 KE0650'EAST OF A DIRT ROAD LEADING NORTH, 50 YARDS WEST OF A CONCRETE
 KE0650'CULVERT, 41.4 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.9
 KE0650'FEET NORTH OF A WIRE FENCE, 5 FEET WEST OF A LOCUST TREE, AND
 KE0650'1-1/2 FEET LOWER THAN THE HIGHWAY.  A COPPER BOLT, SET IN THE
 KE0650'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KE0650
 KE0650                          STATION RECOVERY (2001)
 KE0650
 KE0650'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KJD)
 KE0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0117 ***********************************************************************
 JF0117  DESIGNATION -  9
 JF0117  PID         -  JF0117
 JF0117  STATE/COUNTY-  KS/MORRIS
 JF0117  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0117
 JF0117                         *CURRENT SURVEY CONTROL
 JF0117  ___________________________________________________________________
 JF0117* NAD 83(1986)-  38 39 09.     (N)    096 28 21.     (W)     SCALED    
 JF0117* NAVD 88     -       376.330  (meters)    1234.68   (feet)  ADJUSTED  
 JF0117  ___________________________________________________________________
 JF0117  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 JF0117  DYNAMIC HT  -         376.059 (meters)    1233.79  (feet)  COMP
 JF0117  MODELED GRAV-     979,897.2   (mgal)                       NAVD 88
 JF0117
 JF0117  VERT ORDER  -  SECOND    CLASS 0
 JF0117
 JF0117.The horizontal coordinates were scaled from a topographic map and have
 JF0117.an estimated accuracy of +/- 6 seconds.
 JF0117
 JF0117.The orthometric height was determined by differential leveling
 JF0117.and adjusted by the National Geodetic Survey in June 1991..
 JF0117
 JF0117.The geoid height was determined by GEOID03.
 JF0117
 JF0117.The dynamic height is computed by dividing the NAVD 88
 JF0117.geopotential number by the normal gravity value computed on the
 JF0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0117.degrees latitude (g = 980.6199 gals.).
 JF0117
 JF0117.The modeled gravity was interpolated from observed gravity values.
 JF0117
 JF0117;                    North         East    Units  Estimated Accuracy
 JF0117;SPC KS N     -    36,550.      532,960.      MT  (+/- 180 meters Scaled)
 JF0117
 JF0117                          SUPERSEDED SURVEY CONTROL
 JF0117
 JF0117  NGVD 29 (??/??/92)  376.180  (m)         1234.18   (f) ADJ UNCH    2 0
 JF0117
 JF0117.Superseded values are not recommended for survey control.
 JF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0117.See file dsdata.txt to determine how the superseded data were derived.
 JF0117
 JF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH199812(NAD 83)
 JF0117_MARKER: B = BOLT
 JF0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0117_SP_SET: BRIDGE
 JF0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0117
 JF0117  HISTORY     - Date     Condition        Report By
 JF0117  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0117  HISTORY     - 1935     GOOD             NGS
 JF0117  HISTORY     - 1968     GOOD             NGS
 JF0117
 JF0117                          STATION DESCRIPTION
 JF0117
 JF0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0117'0.7 MI S FROM COUNCIL GROVE.
 JF0117'0.7 MILE S. OF COUNCIL GROVE STATION ALONG M.K. AND T. RR. ON
 JF0117'TOP OF ROUND HEADED BOLT EMBEDDED IN W. HEADWALL OF CONC. BRIDGE
 JF0117'ABUTMENT 0.5 MILE N. OF MP 119 AND 18 INCHES N. OF S. END OF
 JF0117'WALL.  NOTE-- RR TRACK AND DEPOT HAVE BEEN ABANDONED.
 JF0117
 JF0117                          STATION RECOVERY (1968)
 JF0117
 JF0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0623 ***********************************************************************
 JH0623  DESIGNATION -  9 DDB
 JH0623  PID         -  JH0623
 JH0623  STATE/COUNTY-  KS/WICHITA
 JH0623  USGS QUAD   -  ST. THERESA CHURCH (1970)
 JH0623
 JH0623                         *CURRENT SURVEY CONTROL
 JH0623  ___________________________________________________________________
 JH0623* NAD 83(1997)-  38 37 08.20019(N)    101 30 49.46193(W)     ADJUSTED  
 JH0623* NAVD 88     -      1046.88   (+/-2cm)    3434.6    (feet)  VERTCON   
 JH0623  ___________________________________________________________________
 JH0623  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JH0623  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 JH0623
 JH0623  HORZ ORDER  -  SECOND
 JH0623  VERT ORDER  -  THIRD ? (See Below)
 JH0623
 JH0623.The horizontal coordinates were established by classical geodetic methods
 JH0623.and adjusted by the National Geodetic Survey in October 1998..
 JH0623
 JH0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0623.The vertical order pertains to the NGVD 29 superseded value.
 JH0623
 JH0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0623
 JH0623.The geoid height was determined by GEOID03.
 JH0623
 JH0623;                    North         East     Units Scale Factor Converg.
 JH0623;SPC KS S     -   620,923.450   137,578.960   MT  1.00001076   -1 51 07.3
 JH0623;SPC KS N     -    37,642.188    94,063.036   MT  1.00001721   -2 13 23.5
 JH0623;UTM  14      - 4,277,489.235   281,152.539   MT  1.00018983   -1 34 10.4
 JH0623
 JH0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0623!SPC KS S     -   0.99983957  x   1.00001076  =   0.99985033
 JH0623!SPC KS N     -   0.99983957  x   1.00001721  =   0.99985678
 JH0623!UTM  14      -   0.99983957  x   1.00018983  =   1.00002937
 JH0623
 JH0623                          SUPERSEDED SURVEY CONTROL
 JH0623
 JH0623  NAD 83(1986)-  38 37 08.20036(N)    101 30 49.46187(W) AD(       ) 2
 JH0623  NAD 27      -  38 37 08.14564(N)    101 30 47.86679(W) AD(       ) 2
 JH0623  NGVD 29 (07/19/86) 1046.47   (m)         3433.3    (f) LEVELING    3  
 JH0623
 JH0623.Superseded values are not recommended for survey control.
 JH0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0623.See file dsdata.txt to determine how the superseded data were derived.
 JH0623
 JH0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH8115377489(NAD 83)
 JH0623_MARKER: DD = SURVEY DISK
 JH0623_SETTING: 0 = UNSPECIFIED SETTING
 JH0623
 JH0623  HISTORY     - Date     Condition        Report By
 JH0623  HISTORY     - 1967     MONUMENTED       USGS
 JH0623
 JH0623                          STATION DESCRIPTION
 JH0623
 JH0623'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JH0623'THE STATION IS LOCATED ABOUT 9.5 MI N. AND 8.5 MI W. OF LEOTI,
 JH0623'T. 16 S., R. 38 W., NEAR THE QUARTER COR. BETWEEN SECS. 33 AND 34.
 JH0623'
 JH0623'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS. 96
 JH0623'AND 25 IN LEOTI, GO N. ON STATE HWY. 25, 9.2 MI TO A CROSSROAD,
 JH0623'TURN LEFT AND GO W. 8.0 MI TO A T-RD. N., TURN RIGHT AND GO N. 0.5
 JH0623'MI AND THE STATION ON THE LEFT.
 JH0623'
 JH0623'MARK NO. 2 IS WNW. OF STATION LEOTI, 9.5 MI N. AND
 JH0623'8.5 MI W. OF.  T. 16 S., R. 38 W., NEAR THE QUARTER COR. BETWEEN
 JH0623'SECS. 33 AND 34.  21 FT S., 63 FT W., AND 0.3 FT LOWER THAN THE
 JH0623'CENTER OF N.-S. RD. AT FIELD RD. E., 30 FT W. OF THE COR. FENCE
 JH0623'POST, 1 FT N. OF THE WITNESS POST IN THE TOP OF A CONCRETE POST.
 JH0623'A STANDARD TABLET STAMPED 9 DDB 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1126 ***********************************************************************
 JE1126  DESIGNATION -  900.9
 JE1126  PID         -  JE1126
 JE1126  STATE/COUNTY-  KS/ANDERSON
 JE1126  USGS QUAD   -  GARNETT EAST (1983)
 JE1126
 JE1126                         *CURRENT SURVEY CONTROL
 JE1126  ___________________________________________________________________
 JE1126* NAD 83(1986)-  38 22 05.     (N)    095 11 04.     (W)     SCALED    
 JE1126* NAVD 88     -       274.703  (meters)     901.25   (feet)  ADJUSTED  
 JE1126  ___________________________________________________________________
 JE1126  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JE1126  DYNAMIC HT  -         274.508 (meters)     900.62  (feet)  COMP
 JE1126  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 JE1126
 JE1126  VERT ORDER  -  SECOND    CLASS 0
 JE1126
 JE1126.The horizontal coordinates were scaled from a topographic map and have
 JE1126.an estimated accuracy of +/- 6 seconds.
 JE1126
 JE1126.The orthometric height was determined by differential leveling
 JE1126.and adjusted by the National Geodetic Survey in June 1991..
 JE1126
 JE1126.The geoid height was determined by GEOID03.
 JE1126
 JE1126.The dynamic height is computed by dividing the NAVD 88
 JE1126.geopotential number by the normal gravity value computed on the
 JE1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1126.degrees latitude (g = 980.6199 gals.).
 JE1126
 JE1126.The modeled gravity was interpolated from observed gravity values.
 JE1126
 JE1126;                    North         East    Units  Estimated Accuracy
 JE1126;SPC KS S     -   593,980.      689,680.      MT  (+/- 180 meters Scaled)
 JE1126
 JE1126                          SUPERSEDED SURVEY CONTROL
 JE1126
 JE1126  NGVD 29 (??/??/92)  274.572  (m)          900.83   (f) ADJ UNCH    2 0
 JE1126
 JE1126.Superseded values are not recommended for survey control.
 JE1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1126.See file dsdata.txt to determine how the superseded data were derived.
 JE1126
 JE1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC091489(NAD 83)
 JE1126_MARKER: Q = CHISELED SQUARE
 JE1126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1126_SP_SET: CULVERT
 JE1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1126
 JE1126  HISTORY     - Date     Condition        Report By
 JE1126  HISTORY     - UNK      MONUMENTED       USGS
 JE1126  HISTORY     - 1945     GOOD             NGS
 JE1126  HISTORY     - 1950     GOOD             NGS
 JE1126
 JE1126                          STATION DESCRIPTION
 JE1126
 JE1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JE1126'1.7 MI E FROM SCIPIO.
 JE1126'1.7 MILES EAST OF THE SCHOOL HOUSE AT SCIPIO ALONG THE ROAD
 JE1126'TO GREELEY.  0.3 MILE WEST OF A FARM HOUSE, 12 FEET SOUTH OF THE
 JE1126'CENTERLINE OF THE ROAD, 3 FEET EAST OF THE WEST END OF THE SOUTH
 JE1126'HEADWALL OF A CULVERT.  A CHISELED SQUARE IN THE SOUTH HEADWALL
 JE1126'OF A CONCRETE CULVERT.  U.S.B.M. 900.9 PAINTED ON THE CULVERT.
 JE1126'STAMPING- NONE
 JE1126
 JE1126                          STATION RECOVERY (1950)
 JE1126
 JE1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0910 ***********************************************************************
 JE0910  DESIGNATION -  902
 JE0910  PID         -  JE0910
 JE0910  STATE/COUNTY-  KS/FRANKLIN
 JE0910  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE0910
 JE0910                         *CURRENT SURVEY CONTROL
 JE0910  ___________________________________________________________________
 JE0910* NAD 83(1986)-  38 36 46.     (N)    095 16 08.     (W)     SCALED    
 JE0910* NAVD 88     -       275.606  (meters)     904.22   (feet)  ADJUSTED  
 JE0910  ___________________________________________________________________
 JE0910  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0910  DYNAMIC HT  -         275.416 (meters)     903.59  (feet)  COMP
 JE0910  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 JE0910
 JE0910  VERT ORDER  -  SECOND    CLASS 0
 JE0910
 JE0910.The horizontal coordinates were scaled from a topographic map and have
 JE0910.an estimated accuracy of +/- 6 seconds.
 JE0910
 JE0910.The orthometric height was determined by differential leveling
 JE0910.and adjusted by the National Geodetic Survey in June 1991..
 JE0910.WARNING-Repeat measurements at this control monument indicate possible
 JE0910.vertical movement.
 JE0910
 JE0910.The geoid height was determined by GEOID03.
 JE0910
 JE0910.The dynamic height is computed by dividing the NAVD 88
 JE0910.geopotential number by the normal gravity value computed on the
 JE0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0910.degrees latitude (g = 980.6199 gals.).
 JE0910
 JE0910.The modeled gravity was interpolated from observed gravity values.
 JE0910
 JE0910;                    North         East    Units  Estimated Accuracy
 JE0910;SPC KS S     -   620,870.      681,370.      MT  (+/- 180 meters Scaled)
 JE0910
 JE0910                          SUPERSEDED SURVEY CONTROL
 JE0910
 JE0910  NGVD 29 (??/??/92)  275.484  (m)          903.82   (f) ADJ UNCH    2 0
 JE0910
 JE0910.Superseded values are not recommended for survey control.
 JE0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0910.See file dsdata.txt to determine how the superseded data were derived.
 JE0910
 JE0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC024762(NAD 83)
 JE0910_MARKER: P = PIPE CAP
 JE0910_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JE0910_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JE0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0910
 JE0910  HISTORY     - Date     Condition        Report By
 JE0910  HISTORY     - UNK      MONUMENTED       USGS
 JE0910  HISTORY     - 1950     GOOD             NGS
 JE0910  HISTORY     - 20051013 MARK NOT FOUND   GEOCAC
 JE0910
 JE0910                          STATION DESCRIPTION
 JE0910
 JE0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0910'AT OTTAWA.
 JE0910'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF MAIN AND EAST
 JE0910'FOURTH STREETS, AT THE SOUTHWEST CORNER OF THE COUNTY COURTHOUSE
 JE0910'GROUNDS, 29 FEET NORTHEAST OF A FIRE PLUG, 11 FEET NORTHEAST OF
 JE0910'THE INTERSECTION OF SIDEWALKS, 8 FEET EAST OF THE EAST EDGE OF
 JE0910'SIDEWALK AND 7 FEET NORTH OF THE NORTH EDGE OF SIDEWALK.  THE
 JE0910'DISK IS A U.S. DEPT. OF AGRICULTURE EXPERIMENTAL STATION STANDARD
 JE0910'CAP FASTENED ON TOP OF A PIPE FLUSH WITH THE GROUND.
 JE0910
 JE0910                          STATION RECOVERY (2005)
 JE0910
 JE0910'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0910'THE DESCRIPTION PLACES THIS STATION IN THE AREA OF THE BRICK SIDEWALK
 JE0910'LEADING TO A MEMORIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1121 ***********************************************************************
 JE1121  DESIGNATION -  902.2
 JE1121  PID         -  JE1121
 JE1121  STATE/COUNTY-  KS/ANDERSON
 JE1121  USGS QUAD   -  GARNETT EAST (1983)
 JE1121
 JE1121                         *CURRENT SURVEY CONTROL
 JE1121  ___________________________________________________________________
 JE1121* NAD 83(1986)-  38 21 46.     (N)    095 09 09.     (W)     SCALED    
 JE1121* NAVD 88     -       275.078  (meters)     902.49   (feet)  ADJUSTED  
 JE1121  ___________________________________________________________________
 JE1121  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE1121  DYNAMIC HT  -         274.882 (meters)     901.84  (feet)  COMP
 JE1121  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 JE1121
 JE1121  VERT ORDER  -  SECOND    CLASS 0
 JE1121
 JE1121.The horizontal coordinates were scaled from a topographic map and have
 JE1121.an estimated accuracy of +/- 6 seconds.
 JE1121
 JE1121.The orthometric height was determined by differential leveling
 JE1121.and adjusted by the National Geodetic Survey in June 1991..
 JE1121
 JE1121.The geoid height was determined by GEOID03.
 JE1121
 JE1121.The dynamic height is computed by dividing the NAVD 88
 JE1121.geopotential number by the normal gravity value computed on the
 JE1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1121.degrees latitude (g = 980.6199 gals.).
 JE1121
 JE1121.The modeled gravity was interpolated from observed gravity values.
 JE1121
 JE1121;                    North         East    Units  Estimated Accuracy
 JE1121;SPC KS S     -   593,500.      692,490.      MT  (+/- 180 meters Scaled)
 JE1121
 JE1121                          SUPERSEDED SURVEY CONTROL
 JE1121
 JE1121  NGVD 29 (??/??/92)  274.946  (m)          902.05   (f) ADJ UNCH    2 0
 JE1121
 JE1121.Superseded values are not recommended for survey control.
 JE1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1121.See file dsdata.txt to determine how the superseded data were derived.
 JE1121
 JE1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC119482(NAD 83)
 JE1121_MARKER: Q = CHISELED SQUARE
 JE1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1121_SP_SET: CULVERT
 JE1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1121
 JE1121  HISTORY     - Date     Condition        Report By
 JE1121  HISTORY     - UNK      MONUMENTED       USGS
 JE1121  HISTORY     - 1945     GOOD             NGS
 JE1121  HISTORY     - 1950     GOOD             NGS
 JE1121
 JE1121                          STATION DESCRIPTION
 JE1121
 JE1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JE1121'1.2 MI W FROM GREELEY.
 JE1121'1.2 MILES WEST OF THE BRIDGE OVER THE SOUTH FORK OF POTTAWATOMIE
 JE1121'CREEK ON U.S. HIGHWAY 169 AT GREELEY, ALONG THE ROAD TO SCIPIO.
 JE1121'ABOUT 225 YARDS NORTH OF A SCHOOL HOUSE, ABOUT 200 YARDS NORTH
 JE1121'OF A CURVE IN THE ROAD, 13 FEET EAST OF THE CENTERLINE OF THE
 JE1121'ROAD, 12 FEET WEST OF A FENCE, A CHISELED SQUARE IN THE CENTER
 JE1121'OF THE EAST HEADWALL OF A CONCRETE CULVERT.  R.M. 902.2 PAINTED
 JE1121'ON THE CULVERT.
 JE1121
 JE1121                          STATION RECOVERY (1950)
 JE1121
 JE1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0570 ***********************************************************************
 KE0570  DESIGNATION -  906
 KE0570  PID         -  KE0570
 KE0570  STATE/COUNTY-  KS/ATCHISON
 KE0570  USGS QUAD   -  ATCHISON WEST (1978)
 KE0570
 KE0570                         *CURRENT SURVEY CONTROL
 KE0570  ___________________________________________________________________
 KE0570* NAD 83(1986)-  39 32 40.     (N)    095 10 29.     (W)     SCALED    
 KE0570* NAVD 88     -       276.625  (meters)     907.56   (feet)  ADJUSTED  
 KE0570  ___________________________________________________________________
 KE0570  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KE0570  DYNAMIC HT  -         276.455 (meters)     907.00  (feet)  COMP
 KE0570  MODELED GRAV-     980,005.4   (mgal)                       NAVD 88
 KE0570
 KE0570  VERT ORDER  -  SECOND    CLASS 0
 KE0570
 KE0570.The horizontal coordinates were scaled from a topographic map and have
 KE0570.an estimated accuracy of +/- 6 seconds.
 KE0570
 KE0570.The orthometric height was determined by differential leveling
 KE0570.and adjusted by the National Geodetic Survey in June 1991..
 KE0570
 KE0570.The geoid height was determined by GEOID03.
 KE0570
 KE0570.The dynamic height is computed by dividing the NAVD 88
 KE0570.geopotential number by the normal gravity value computed on the
 KE0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0570.degrees latitude (g = 980.6199 gals.).
 KE0570
 KE0570.The modeled gravity was interpolated from observed gravity values.
 KE0570
 KE0570;                    North         East    Units  Estimated Accuracy
 KE0570;SPC KS N     -   138,240.      642,810.      MT  (+/- 180 meters Scaled)
 KE0570
 KE0570                          SUPERSEDED SURVEY CONTROL
 KE0570
 KE0570  NGVD 29 (??/??/92)  276.516  (m)          907.20   (f) ADJ UNCH    2 0
 KE0570
 KE0570.Superseded values are not recommended for survey control.
 KE0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0570.See file dsdata.txt to determine how the superseded data were derived.
 KE0570
 KE0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD131794(NAD 83)
 KE0570_MARKER: P = PIPE CAP
 KE0570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0570_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0570
 KE0570  HISTORY     - Date     Condition        Report By
 KE0570  HISTORY     - UNK      MONUMENTED       USGS
 KE0570  HISTORY     - 1950     GOOD             NGS
 KE0570
 KE0570                          STATION DESCRIPTION
 KE0570
 KE0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0570'3.4 MI W FROM ATCHISON.
 KE0570'3.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM UNION
 KE0570'STATION AT ATCHISON, ATCHISON COUNTY, 85 FEET WEST OF THE SECOND
 KE0570'POLE WEST OF MILEAGE POLE 333/30, AT A ROAD CROSSING, 72 FEET
 KE0570'EAST OF A POLE NEAR THE CROSSING WARNING SIGN, 34 FEET NORTH
 KE0570'OF THE NORTH RAIL, AND 31 FEET SOUTHEAST OF A POWER LINE POLE.
 KE0570'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED ON THE
 KE0570'TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1119 ***********************************************************************
 JE1119  DESIGNATION -  911.5
 JE1119  PID         -  JE1119
 JE1119  STATE/COUNTY-  KS/ANDERSON
 JE1119  USGS QUAD   -  GARNETT EAST (1983)
 JE1119
 JE1119                         *CURRENT SURVEY CONTROL
 JE1119  ___________________________________________________________________
 JE1119* NAD 83(1986)-  38 21 37.     (N)    095 08 29.     (W)     SCALED    
 JE1119* NAVD 88     -       277.925  (meters)     911.83   (feet)  ADJUSTED  
 JE1119  ___________________________________________________________________
 JE1119  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JE1119  DYNAMIC HT  -         277.727 (meters)     911.18  (feet)  COMP
 JE1119  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 JE1119
 JE1119  VERT ORDER  -  SECOND    CLASS 0
 JE1119
 JE1119.The horizontal coordinates were scaled from a topographic map and have
 JE1119.an estimated accuracy of +/- 6 seconds.
 JE1119
 JE1119.The orthometric height was determined by differential leveling
 JE1119.and adjusted by the National Geodetic Survey in June 1991..
 JE1119
 JE1119.The geoid height was determined by GEOID03.
 JE1119
 JE1119.The dynamic height is computed by dividing the NAVD 88
 JE1119.geopotential number by the normal gravity value computed on the
 JE1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1119.degrees latitude (g = 980.6199 gals.).
 JE1119
 JE1119.The modeled gravity was interpolated from observed gravity values.
 JE1119
 JE1119;                    North         East    Units  Estimated Accuracy
 JE1119;SPC KS S     -   593,260.      693,470.      MT  (+/- 180 meters Scaled)
 JE1119
 JE1119                          SUPERSEDED SURVEY CONTROL
 JE1119
 JE1119  NGVD 29 (??/??/92)  277.793  (m)          911.39   (f) ADJ UNCH    2 0
 JE1119
 JE1119.Superseded values are not recommended for survey control.
 JE1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1119.See file dsdata.txt to determine how the superseded data were derived.
 JE1119
 JE1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC129479(NAD 83)
 JE1119_MARKER: Q = CHISELED SQUARE
 JE1119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1119_SP_SET: CULVERT
 JE1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1119
 JE1119  HISTORY     - Date     Condition        Report By
 JE1119  HISTORY     - UNK      MONUMENTED       USGS
 JE1119  HISTORY     - 1945     GOOD             NGS
 JE1119  HISTORY     - 1950     GOOD             NGS
 JE1119  HISTORY     - 20010611 MARK NOT FOUND   SKW
 JE1119
 JE1119                          STATION DESCRIPTION
 JE1119
 JE1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JE1119'0.6 MI W FROM GREELEY.
 JE1119'0.6 MILE WEST OF THE BRIDGE OVER THE SOUTH FORK OF POTTAWATOMIE
 JE1119'CREEK ON U.S. HIGHWAY 169 AT GREELEY.  ABOUT 100 YARDS WEST
 JE1119'OF THE JUNCTION OF THE ROAD TO SCIPIO AND U.S. HIGHWAY 169,
 JE1119'135 FEET EAST OF A RAILROAD CROSSING, 20 FEET SOUTH OF A FENCE,
 JE1119'14 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A CHISELED SQUARE
 JE1119'IN THE CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 JE1119'U.S.B.M. PAINTED ON THE CULVERT.  STAMPING- NONE
 JE1119
 JE1119                          STATION RECOVERY (1950)
 JE1119
 JE1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1119'RECOVERED IN GOOD CONDITION.
 JE1119
 JE1119                          STATION RECOVERY (2001)
 JE1119
 JE1119'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE1119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0257 ***********************************************************************
 HE0257  DESIGNATION -  922
 HE0257  PID         -  HE0257
 HE0257  STATE/COUNTY-  KS/CHEROKEE
 HE0257  USGS QUAD   -  COLUMBUS (1977)
 HE0257
 HE0257                         *CURRENT SURVEY CONTROL
 HE0257  ___________________________________________________________________
 HE0257* NAD 83(1986)-  37 10 14.     (N)    094 50 35.     (W)     SCALED    
 HE0257* NAVD 88     -       280.203  (meters)     919.30   (feet)  ADJUSTED  
 HE0257  ___________________________________________________________________
 HE0257  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HE0257  DYNAMIC HT  -         279.978 (meters)     918.56  (feet)  COMP
 HE0257  MODELED GRAV-     979,821.9   (mgal)                       NAVD 88
 HE0257
 HE0257  VERT ORDER  -  FIRST     CLASS II
 HE0257
 HE0257.The horizontal coordinates were scaled from a topographic map and have
 HE0257.an estimated accuracy of +/- 6 seconds.
 HE0257
 HE0257.The orthometric height was determined by differential leveling
 HE0257.and adjusted by the National Geodetic Survey in June 1991..
 HE0257
 HE0257.The geoid height was determined by GEOID03.
 HE0257
 HE0257.The dynamic height is computed by dividing the NAVD 88
 HE0257.geopotential number by the normal gravity value computed on the
 HE0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0257.degrees latitude (g = 980.6199 gals.).
 HE0257
 HE0257.The modeled gravity was interpolated from observed gravity values.
 HE0257
 HE0257;                    North         East    Units  Estimated Accuracy
 HE0257;SPC KS S     -   462,290.      724,710.      MT  (+/- 180 meters Scaled)
 HE0257
 HE0257                          SUPERSEDED SURVEY CONTROL
 HE0257
 HE0257  NGVD 29 (??/??/92)  280.094  (m)          918.94   (f) ADJ UNCH    1 2
 HE0257
 HE0257.Superseded values are not recommended for survey control.
 HE0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0257.See file dsdata.txt to determine how the superseded data were derived.
 HE0257
 HE0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB363153(NAD 83)
 HE0257_MARKER: Z = SEE DESCRIPTION
 HE0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0257_SP_SET: PORCH
 HE0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0257
 HE0257  HISTORY     - Date     Condition        Report By
 HE0257  HISTORY     - UNK      MONUMENTED       USGS
 HE0257  HISTORY     - 1933     GOOD             NGS
 HE0257
 HE0257                          STATION DESCRIPTION
 HE0257
 HE0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0257'AT COLUMBUS.
 HE0257'TABLET SET IN S/W CORNER OF NORTH PORCH OF COURT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0258 ***********************************************************************
 HE0258  DESIGNATION -  922 RESET
 HE0258  PID         -  HE0258
 HE0258  STATE/COUNTY-  KS/CHEROKEE
 HE0258  USGS QUAD   -  COLUMBUS (1977)
 HE0258
 HE0258                         *CURRENT SURVEY CONTROL
 HE0258  ___________________________________________________________________
 HE0258* NAD 83(1986)-  37 10 14.     (N)    094 50 34.     (W)     SCALED    
 HE0258* NAVD 88     -       278.38   (meters)     913.3    (feet)  RESET     
 HE0258  ___________________________________________________________________
 HE0258  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HE0258
 HE0258  VERT ORDER  -  THIRD
 HE0258
 HE0258.The horizontal coordinates were scaled from a topographic map and have
 HE0258.an estimated accuracy of +/- 6 seconds.
 HE0258
 HE0258.The orthometric height was computed from unverified reset data.
 HE0258.No vertical observational check was made to the station.
 HE0258
 HE0258.The geoid height was determined by GEOID03.
 HE0258
 HE0258;                    North         East    Units  Estimated Accuracy
 HE0258;SPC KS S     -   462,290.      724,730.      MT  (+/- 180 meters Scaled)
 HE0258
 HE0258                          SUPERSEDED SURVEY CONTROL
 HE0258
 HE0258  NGVD 29 (??/??/??)  278.27   (m)          913.0    (f) RESET       3  
 HE0258
 HE0258.Superseded values are not recommended for survey control.
 HE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0258.See file dsdata.txt to determine how the superseded data were derived.
 HE0258
 HE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB363153(NAD 83)
 HE0258_MARKER: DD = SURVEY DISK
 HE0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0258_STAMPING: 922 RESET 1955
 HE0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0258+STABILITY: SURFACE MOTION
 HE0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0258+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 HE0258
 HE0258  HISTORY     - Date     Condition        Report By
 HE0258  HISTORY     - 1955     MONUMENTED       LOCSUR
 HE0258  HISTORY     - 20050802 GOOD             GEOCAC
 HE0258
 HE0258                          STATION DESCRIPTION
 HE0258
 HE0258'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1955
 HE0258'AT COLUMBUS.
 HE0258'AT COLUMBUS, CHEROKEE COUNTY, ON THE COUNTY COURTHOUSE YARD,
 HE0258'32.5 FEET WEST OF THE WEST EDGE OF THE KANSAS AVENUE SIDEWALK,
 HE0258'6.3 FEET SOUTH OF THE SOUTH EDGE OF THE MAPLE STREET SIDEWALK,
 HE0258'AND 3 FEET EAST OF NORTH MERIDIAN (U.S.G.S.).  A U.S. GEOLOGICAL
 HE0258'SURVEY STANDARD DISK, STAMPED 922 RESET 1955 AND SET IN THE TOP
 HE0258'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 HE0258
 HE0258                          STATION RECOVERY (2005)
 HE0258
 HE0258'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE0258'HANDHELD GPS (NAD 83) N37 10 14.8 W94 50 34.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0377 ***********************************************************************
 HE0377  DESIGNATION -  924
 HE0377  PID         -  HE0377
 HE0377  STATE/COUNTY-  KS/CRAWFORD
 HE0377  USGS QUAD   -  WALNUT (1973)
 HE0377
 HE0377                         *CURRENT SURVEY CONTROL
 HE0377  ___________________________________________________________________
 HE0377* NAD 83(1986)-  37 36 02.     (N)    095 04 19.     (W)     SCALED    
 HE0377* NAVD 88     -       281.93   (+/-2cm)     925.0    (feet)  VERTCON   
 HE0377  ___________________________________________________________________
 HE0377  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HE0377
 HE0377  VERT ORDER  -  ? (See Below)
 HE0377
 HE0377.The horizontal coordinates were scaled from a topographic map and have
 HE0377.an estimated accuracy of +/- 6 seconds.
 HE0377
 HE0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0377.The vertical order pertains to the NGVD 29 superseded value.
 HE0377
 HE0377.The geoid height was determined by GEOID03.
 HE0377
 HE0377;                    North         East    Units  Estimated Accuracy
 HE0377;SPC KS S     -   509,210.      702,640.      MT  (+/- 180 meters Scaled)
 HE0377
 HE0377                          SUPERSEDED SURVEY CONTROL
 HE0377
 HE0377  NGVD 29 (??/??/92)  281.813  (m)          924.58   (f) ADJ UNCH    ?  
 HE0377
 HE0377.Superseded values are not recommended for survey control.
 HE0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0377.See file dsdata.txt to determine how the superseded data were derived.
 HE0377
 HE0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB170635(NAD 83)
 HE0377_MARKER: B = BOLT
 HE0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0377_SP_SET: CULVERT
 HE0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0377
 HE0377  HISTORY     - Date     Condition        Report By
 HE0377  HISTORY     - UNK      MONUMENTED       MKTRR
 HE0377  HISTORY     - 1934     GOOD             NGS
 HE0377  HISTORY     - 1964     GOOD             NGS
 HE0377
 HE0377                          STATION DESCRIPTION
 HE0377
 HE0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0377'AT WALNUT.
 HE0377'AT WALNUT, CRAWFORD COUNTY, AT THE JUNCTIONS OF THE ATCHISON,
 HE0377'TOPEKA AND SANTA FE AND MISSOURI-KANSAS-TEXAS RAILROADS, AT
 HE0377'THE SITE OF THE OLD DEPOT, WHICH HAS BEEN TORN DOWN.  49.5 FEET
 HE0377'ENE OF THE CENTER OF THE JUNCTIONS OF THE RAILROADS, 47.0 FEET
 HE0377'E OF THE CENTER OF THE A.T.S.F. RY. TRACK, 16.0 FEET N OF THE
 HE0377'CENTER OF THE M.K.T. RY. TRACK.  AN IRON BOLT SET IN THE W END
 HE0377'OF THE N HEADWALL OF A CONCRETE CULVERT.
 HE0377
 HE0377                          STATION RECOVERY (1964)
 HE0377
 HE0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0456 ***********************************************************************
 HE0456  DESIGNATION -  928
 HE0456  PID         -  HE0456
 HE0456  STATE/COUNTY-  KS/WILSON
 HE0456  USGS QUAD   -  LAFONTAINE (1963)
 HE0456
 HE0456                         *CURRENT SURVEY CONTROL
 HE0456  ___________________________________________________________________
 HE0456* NAD 83(1986)-  37 28 16.     (N)    095 50 00.     (W)     SCALED    
 HE0456* NAVD 88     -       283.579  (meters)     930.38   (feet)  ADJUSTED  
 HE0456  ___________________________________________________________________
 HE0456  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HE0456  DYNAMIC HT  -         283.356 (meters)     929.64  (feet)  COMP
 HE0456  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 HE0456
 HE0456  VERT ORDER  -  FIRST     CLASS II
 HE0456
 HE0456.The horizontal coordinates were scaled from a topographic map and have
 HE0456.an estimated accuracy of +/- 6 seconds.
 HE0456
 HE0456.The orthometric height was determined by differential leveling
 HE0456.and adjusted by the National Geodetic Survey in June 1991..
 HE0456
 HE0456.The geoid height was determined by GEOID03.
 HE0456
 HE0456.The dynamic height is computed by dividing the NAVD 88
 HE0456.geopotential number by the normal gravity value computed on the
 HE0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0456.degrees latitude (g = 980.6199 gals.).
 HE0456
 HE0456.The modeled gravity was interpolated from observed gravity values.
 HE0456
 HE0456;                    North         East    Units  Estimated Accuracy
 HE0456;SPC KS S     -   492,650.      635,850.      MT  (+/- 180 meters Scaled)
 HE0456
 HE0456                          SUPERSEDED SURVEY CONTROL
 HE0456
 HE0456  NGVD 29 (??/??/92)  283.432  (m)          929.89   (f) ADJ UNCH    1 2
 HE0456
 HE0456.Superseded values are not recommended for survey control.
 HE0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0456.See file dsdata.txt to determine how the superseded data were derived.
 HE0456
 HE0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB494509(NAD 83)
 HE0456_MARKER: DD = SURVEY DISK
 HE0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0456_SP_SET: BUILDING
 HE0456_STAMPING: 928 INDEPENDENCE
 HE0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0456
 HE0456  HISTORY     - Date     Condition        Report By
 HE0456  HISTORY     - UNK      MONUMENTED       USGS
 HE0456  HISTORY     - 1934     GOOD             NGS
 HE0456
 HE0456                          STATION DESCRIPTION
 HE0456
 HE0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0456'4 MI S FROM FREDONIA.
 HE0456'4.0 MILES SOUTH ALONG STATE HIGHWAY 96 FROM FREDONIA, WILSON
 HE0456'COUNTY, AT THE NORTHWEST CORNER OF SECTION 1, T 30 S, R 14 E,
 HE0456'AT A FRAME SCHOOLHOUSE, AT THE SOUTHWEST CORNER OF THE BUILDING,
 HE0456'IN THE FACE OF THE STONE FOUNDATION, AND 3 INCHES ABOVE THE
 HE0456'GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HE0456'928 INDEPENDENCE AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1128 ***********************************************************************
 JE1128  DESIGNATION -  929.4
 JE1128  PID         -  JE1128
 JE1128  STATE/COUNTY-  KS/ANDERSON
 JE1128  USGS QUAD   -  GARNETT EAST (1983)
 JE1128
 JE1128                         *CURRENT SURVEY CONTROL
 JE1128  ___________________________________________________________________
 JE1128* NAD 83(1986)-  38 22 05.     (N)    095 11 37.     (W)     SCALED    
 JE1128* NAVD 88     -       283.363  (meters)     929.67   (feet)  ADJUSTED  
 JE1128  ___________________________________________________________________
 JE1128  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JE1128  DYNAMIC HT  -         283.162 (meters)     929.01  (feet)  COMP
 JE1128  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 JE1128
 JE1128  VERT ORDER  -  SECOND    CLASS 0
 JE1128
 JE1128.The horizontal coordinates were scaled from a topographic map and have
 JE1128.an estimated accuracy of +/- 6 seconds.
 JE1128
 JE1128.The orthometric height was determined by differential leveling
 JE1128.and adjusted by the National Geodetic Survey in June 1991..
 JE1128
 JE1128.The geoid height was determined by GEOID03.
 JE1128
 JE1128.The dynamic height is computed by dividing the NAVD 88
 JE1128.geopotential number by the normal gravity value computed on the
 JE1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1128.degrees latitude (g = 980.6199 gals.).
 JE1128
 JE1128.The modeled gravity was interpolated from observed gravity values.
 JE1128
 JE1128;                    North         East    Units  Estimated Accuracy
 JE1128;SPC KS S     -   593,960.      688,880.      MT  (+/- 180 meters Scaled)
 JE1128
 JE1128                          SUPERSEDED SURVEY CONTROL
 JE1128
 JE1128  NGVD 29 (??/??/92)  283.232  (m)          929.24   (f) ADJ UNCH    2 0
 JE1128
 JE1128.Superseded values are not recommended for survey control.
 JE1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1128.See file dsdata.txt to determine how the superseded data were derived.
 JE1128
 JE1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC083489(NAD 83)
 JE1128_MARKER: Q = CHISELED SQUARE
 JE1128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1128_SP_SET: CULVERT
 JE1128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1128
 JE1128  HISTORY     - Date     Condition        Report By
 JE1128  HISTORY     - UNK      MONUMENTED       USGS
 JE1128  HISTORY     - 1945     GOOD             NGS
 JE1128  HISTORY     - 1950     GOOD             NGS
 JE1128
 JE1128                          STATION DESCRIPTION
 JE1128
 JE1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JE1128'1.2 MI E FROM SCIPIO.
 JE1128'1.2 MILES EAST OF THE SCHOOL HOUSE AT SCIPIO ALONG THE ROAD TO
 JE1128'GREELEY.  ABOUT 150 YARDS SOUTHWEST OF A FARM HOUSE, 33 FEET
 JE1128'WEST OF THE CENTERLINE OF A NORTH AND SOUTH ROAD, 12 FEET
 JE1128'SOUTH OF THE CENTERLINE OF AN EAST AND WEST ROAD, AT A T ROAD
 JE1128'JUNCTION.  A CHISELED SQUARE IN THE WEST END OF THE SOUTH
 JE1128'HEADWALL OF A CONCRETE CULVERT.  U.S.B.M. 929.4 PAINTED ON THE
 JE1128'CULVERT.  STAMPING- NONE.
 JE1128
 JE1128                          STATION RECOVERY (1950)
 JE1128
 JE1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0722 ***********************************************************************
 JF0722  DESIGNATION -  9+317
 JF0722  PID         -  JF0722
 JF0722  STATE/COUNTY-  KS/MARION
 JF0722  USGS QUAD   -  MARION (1985)
 JF0722
 JF0722                         *CURRENT SURVEY CONTROL
 JF0722  ___________________________________________________________________
 JF0722* NAD 83(1986)-  38 19 57.     (N)    097 00 46.     (W)     SCALED    
 JF0722* NAVD 88     -       397.005  (meters)    1302.51   (feet)  ADJUSTED  
 JF0722  ___________________________________________________________________
 JF0722  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 JF0722  DYNAMIC HT  -         396.713 (meters)    1301.55  (feet)  COMP
 JF0722  MODELED GRAV-     979,882.5   (mgal)                       NAVD 88
 JF0722
 JF0722  VERT ORDER  -  SECOND    CLASS 0
 JF0722
 JF0722.The horizontal coordinates were scaled from a topographic map and have
 JF0722.an estimated accuracy of +/- 6 seconds.
 JF0722
 JF0722.The orthometric height was determined by differential leveling
 JF0722.and adjusted by the National Geodetic Survey in June 1991..
 JF0722
 JF0722.The geoid height was determined by GEOID03.
 JF0722
 JF0722.The dynamic height is computed by dividing the NAVD 88
 JF0722.geopotential number by the normal gravity value computed on the
 JF0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0722.degrees latitude (g = 980.6199 gals.).
 JF0722
 JF0722.The modeled gravity was interpolated from observed gravity values.
 JF0722
 JF0722;                    North         East    Units  Estimated Accuracy
 JF0722;SPC KS S     -   585,920.      530,020.      MT  (+/- 180 meters Scaled)
 JF0722
 JF0722                          SUPERSEDED SURVEY CONTROL
 JF0722
 JF0722  NGVD 29 (??/??/92)  396.845  (m)         1301.98   (f) ADJ UNCH    2 0
 JF0722
 JF0722.Superseded values are not recommended for survey control.
 JF0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0722.See file dsdata.txt to determine how the superseded data were derived.
 JF0722
 JF0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH736445(NAD 83)
 JF0722_MARKER: B = BOLT
 JF0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0722+STABILITY: SURFACE MOTION
 JF0722
 JF0722  HISTORY     - Date     Condition        Report By
 JF0722  HISTORY     - UNK      MONUMENTED       CGS
 JF0722  HISTORY     - 1934     GOOD             NGS
 JF0722
 JF0722                          STATION DESCRIPTION
 JF0722
 JF0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0722'1.4 MI S FROM MARION.
 JF0722'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  317 FT.
 JF0722'NORTH OF MILE POST 9.  48 FT. L OR WEST OF THE CENTER LINE OF
 JF0722'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0489 ***********************************************************************
 KE0489  DESIGNATION -  94 L
 KE0489  PID         -  KE0489
 KE0489  STATE/COUNTY-  KS/ATCHISON
 KE0489  USGS QUAD   -  ATCHISON WEST (1978)
 KE0489
 KE0489                         *CURRENT SURVEY CONTROL
 KE0489  ___________________________________________________________________
 KE0489* NAD 83(1986)-  39 34 22.     (N)    095 08 03.     (W)     SCALED    
 KE0489* NAVD 88     -       280.248  (meters)     919.45   (feet)  ADJUSTED  
 KE0489  ___________________________________________________________________
 KE0489  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KE0489  DYNAMIC HT  -         280.079 (meters)     918.89  (feet)  COMP
 KE0489  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 KE0489
 KE0489  VERT ORDER  -  FIRST     CLASS II
 KE0489
 KE0489.The horizontal coordinates were scaled from a topographic map and have
 KE0489.an estimated accuracy of +/- 6 seconds.
 KE0489
 KE0489.The orthometric height was determined by differential leveling
 KE0489.and adjusted by the National Geodetic Survey in June 1991..
 KE0489
 KE0489.The geoid height was determined by GEOID03.
 KE0489
 KE0489.The dynamic height is computed by dividing the NAVD 88
 KE0489.geopotential number by the normal gravity value computed on the
 KE0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0489.degrees latitude (g = 980.6199 gals.).
 KE0489
 KE0489.The modeled gravity was interpolated from observed gravity values.
 KE0489
 KE0489;                    North         East    Units  Estimated Accuracy
 KE0489;SPC KS N     -   141,490.      646,200.      MT  (+/- 180 meters Scaled)
 KE0489
 KE0489                          SUPERSEDED SURVEY CONTROL
 KE0489
 KE0489  NGVD 29 (??/??/92)  280.147  (m)          919.12   (f) ADJ UNCH    1 2
 KE0489
 KE0489.Superseded values are not recommended for survey control.
 KE0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0489.See file dsdata.txt to determine how the superseded data were derived.
 KE0489
 KE0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD166825(NAD 83)
 KE0489_MARKER: DB = BENCH MARK DISK
 KE0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0489_STAMPING: 94 L 1940
 KE0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0489+STABILITY: SURFACE MOTION
 KE0489
 KE0489  HISTORY     - Date     Condition        Report By
 KE0489  HISTORY     - 1940     MONUMENTED       USGS
 KE0489  HISTORY     - 1948     GOOD             NGS
 KE0489  HISTORY     - 1957     GOOD             NGS
 KE0489  HISTORY     - 1980     MARK NOT FOUND   NGS
 KE0489
 KE0489                          STATION DESCRIPTION
 KE0489
 KE0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0489'AT ATCHISON.
 KE0489'AT ATCHISON, AT THE NORTHWEST EDGE OF THE TOWN, 0.7 MILE WEST
 KE0489'ALONG DIVISION STREET FROM THE MARTIN SCHOOL, THENCE 100 YARDS
 KE0489'(PACED) NORTH ALONG STATE HIGHWAY 7, AT THE JUNCTION OF A
 KE0489'GRAVEL ROAD LEADING WEST TO BELLEVIEW COUNTRY CLUB AND HAWKS
 KE0489'AIRPORT, 169.0 FEET WEST OF THE CENTER LINE OF THE STATE HIGHWAY,
 KE0489'23.0 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, ABOUT
 KE0489'150.0 FEET NORTHEAST OF THE HOME OF GEORGE SCHOLZ AND BENCH
 KE0489'MARK Z 281, 1.5 FEET SOUTH OF RIGHT-OF-WAY FENCE LINE, SET IN
 KE0489'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0489
 KE0489                          STATION RECOVERY (1957)
 KE0489
 KE0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0489'RECOVERED IN GOOD CONDITION.
 KE0489
 KE0489                          STATION RECOVERY (1980)
 KE0489
 KE0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KE0489'MEASUREMENTS PLACE THE MARK ON THE BACKSLOPE OF A ROAD CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0490 ***********************************************************************
 KE0490  DESIGNATION -  980.6
 KE0490  PID         -  KE0490
 KE0490  STATE/COUNTY-  KS/ATCHISON
 KE0490  USGS QUAD   -  ATCHISON WEST (1978)
 KE0490
 KE0490                         *CURRENT SURVEY CONTROL
 KE0490  ___________________________________________________________________
 KE0490* NAD 83(1986)-  39 34 22.     (N)    095 08 34.     (W)     SCALED    
 KE0490* NAVD 88     -       299.245  (meters)     981.77   (feet)  ADJUSTED  
 KE0490  ___________________________________________________________________
 KE0490  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KE0490  DYNAMIC HT  -         299.064 (meters)     981.18  (feet)  COMP
 KE0490  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 KE0490
 KE0490  VERT ORDER  -  FIRST     CLASS II
 KE0490
 KE0490.The horizontal coordinates were scaled from a topographic map and have
 KE0490.an estimated accuracy of +/- 6 seconds.
 KE0490
 KE0490.The orthometric height was determined by differential leveling
 KE0490.and adjusted by the National Geodetic Survey in June 1991..
 KE0490
 KE0490.The geoid height was determined by GEOID03.
 KE0490
 KE0490.The dynamic height is computed by dividing the NAVD 88
 KE0490.geopotential number by the normal gravity value computed on the
 KE0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0490.degrees latitude (g = 980.6199 gals.).
 KE0490
 KE0490.The modeled gravity was interpolated from observed gravity values.
 KE0490
 KE0490;                    North         East    Units  Estimated Accuracy
 KE0490;SPC KS N     -   141,470.      645,460.      MT  (+/- 180 meters Scaled)
 KE0490
 KE0490                          SUPERSEDED SURVEY CONTROL
 KE0490
 KE0490  NGVD 29 (??/??/92)  299.143  (m)          981.44   (f) ADJ UNCH    1 2
 KE0490
 KE0490.Superseded values are not recommended for survey control.
 KE0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0490.See file dsdata.txt to determine how the superseded data were derived.
 KE0490
 KE0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD159825(NAD 83)
 KE0490_MARKER: Q = CHISELED SQUARE
 KE0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0490_SP_SET: CULVERT
 KE0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0490
 KE0490  HISTORY     - Date     Condition        Report By
 KE0490  HISTORY     - UNK      MONUMENTED       USGS
 KE0490  HISTORY     - 1948     GOOD             NGS
 KE0490  HISTORY     - 1951     GOOD             NGS
 KE0490
 KE0490                          STATION DESCRIPTION
 KE0490
 KE0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0490'AT ATCHISON.
 KE0490'AT ATCHISON, AT THE NORTHWEST EDGE OF TOWN, 0.7 MILE WEST
 KE0490'ALONG DIVISION STREET FROM THE MARTIN SCHOOL, THENCE 100
 KE0490'YARDS NORTH ALONG STATE HIGHWAY 7, THENCE 0.5 MILE WEST ALONG
 KE0490'A GRAVEL ROAD LEADING TO BELLEVIEW COUNTRY CLUB, IN THE NORTHEAST
 KE0490'QUARTER OF THE CROSSING OF 2 GRAVEL ROADS, ACROSS THE NORTH-SOUTH
 KE0490'GRAVEL ROAD FROM THE SOUTHEAST CORNER OF GOLF COURSE, CUT
 KE0490'IN TOP OF THE NORTH CONCRETE HEADWALL FOR A 24-INCH CONCRETE
 KE0490'PIPE CULVERT UNDER THE EAST-WEST ROAD, ALONG THE SOUTH EDGE
 KE0490'OF THE HEADWALL, 3.9 FEET WEST OF THE EAST END OF THE HEADWALL,
 KE0490'DIRECTLY ABOVE THE CENTER OF THE CONCRETE PIPE, AN OUTLINED
 KE0490'CHISELED SQUARE.
 KE0490
 KE0490                          STATION RECOVERY (1951)
 KE0490
 KE0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0793 ***********************************************************************
 JF0793  DESIGNATION -  999 970
 JF0793  PID         -  JF0793
 JF0793  STATE/COUNTY-  KS/MCPHERSON
 JF0793  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0793
 JF0793                         *CURRENT SURVEY CONTROL
 JF0793  ___________________________________________________________________
 JF0793* NAD 83(1986)-  38 28 31.     (N)    097 38 20.     (W)     SCALED    
 JF0793* NAVD 88     -       467.467  (meters)    1533.68   (feet)  ADJUSTED  
 JF0793  ___________________________________________________________________
 JF0793  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 JF0793  DYNAMIC HT  -         467.133 (meters)    1532.59  (feet)  COMP
 JF0793  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 JF0793
 JF0793  VERT ORDER  -  SECOND    CLASS 0
 JF0793
 JF0793.The horizontal coordinates were scaled from a topographic map and have
 JF0793.an estimated accuracy of +/- 6 seconds.
 JF0793
 JF0793.The orthometric height was determined by differential leveling
 JF0793.and adjusted by the National Geodetic Survey in June 1991..
 JF0793
 JF0793.The geoid height was determined by GEOID03.
 JF0793
 JF0793.The dynamic height is computed by dividing the NAVD 88
 JF0793.geopotential number by the normal gravity value computed on the
 JF0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0793.degrees latitude (g = 980.6199 gals.).
 JF0793
 JF0793.The modeled gravity was interpolated from observed gravity values.
 JF0793
 JF0793;                    North         East    Units  Estimated Accuracy
 JF0793;SPC KS S     -   601,080.      475,140.      MT  (+/- 180 meters Scaled)
 JF0793
 JF0793                          SUPERSEDED SURVEY CONTROL
 JF0793
 JF0793  NGVD 29 (??/??/92)  467.316  (m)         1533.19   (f) ADJ UNCH    2 0
 JF0793
 JF0793.Superseded values are not recommended for survey control.
 JF0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0793.See file dsdata.txt to determine how the superseded data were derived.
 JF0793
 JF0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH187594(NAD 83)
 JF0793_MARKER: DD = SURVEY DISK
 JF0793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0793_SP_SET: SILO
 JF0793_STAMPING: 999.970
 JF0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0793
 JF0793  HISTORY     - Date     Condition        Report By
 JF0793  HISTORY     - UNK      MONUMENTED       LOCENG
 JF0793  HISTORY     - 1961     GOOD             NGS
 JF0793
 JF0793                          STATION DESCRIPTION
 JF0793
 JF0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JF0793'7.2 MI SE FROM LINDSBORG.
 JF0793'AT SITE 550-4, AND ON THE TOP OF THE SILO, ONE OF THE CENTER
 JF0793'LINE DISKS FOR THE DOOR.  FURTHER STAMPED C/L DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0923 ***********************************************************************
 HH0923  DESIGNATION -  9JS
 HH0923  PID         -  HH0923
 HH0923  STATE/COUNTY-  KS/MEADE
 HH0923  USGS QUAD   -  IRISH FLATS (1983)
 HH0923
 HH0923                         *CURRENT SURVEY CONTROL
 HH0923  ___________________________________________________________________
 HH0923* NAD 83(1997)-  37 06 23.29703(N)    100 23 38.00334(W)     ADJUSTED  
 HH0923* NAVD 88     -       750.     (meters)    2461.     (feet)  SCALED    
 HH0923  ___________________________________________________________________
 HH0923  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 HH0923  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 HH0923
 HH0923  HORZ ORDER  -  THIRD
 HH0923
 HH0923.The horizontal coordinates were established by classical geodetic methods
 HH0923.and adjusted by the National Geodetic Survey in October 1998..
 HH0923
 HH0923.The orthometric height was scaled from a topographic map.
 HH0923
 HH0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0923
 HH0923.The geoid height was determined by GEOID03.
 HH0923
 HH0923;                    North         East     Units Scale Factor Converg.
 HH0923;SPC KS S     -   450,522.158   231,662.671   MT  1.00003535   -1 09 49.9
 HH0923;UTM  14      - 4,107,592.694   376,146.952   MT  0.99978896   -0 50 27.7
 HH0923
 HH0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0923!SPC KS S     -   0.99988650  x   1.00003535  =   0.99992184
 HH0923!UTM  14      -   0.99988650  x   0.99978896  =   0.99967548
 HH0923
 HH0923:                Primary Azimuth Mark                     Grid Az
 HH0923:SPC KS S     -  6JS                                      074 22 49.7
 HH0923:UTM  14      -  6JS                                      074 03 27.5
 HH0923
 HH0923|---------------------------------------------------------------------|
 HH0923| PID    Reference Object                     Distance      Geod. Az  |
 HH0923|                                                           dddmmss.s |
 HH0923| HH0917 6JS                                 APPROX.13.0 KM 0731259.8 |
 HH0923|---------------------------------------------------------------------|
 HH0923
 HH0923                          SUPERSEDED SURVEY CONTROL
 HH0923
 HH0923  NAD 83(1997)-  37 06 23.30279(N)    100 23 38.00426(W) AD(       ) 3
 HH0923  NAD 83(1986)-  37 06 23.29428(N)    100 23 38.00305(W) AD(       ) 3
 HH0923  NAD 27      -  37 06 23.19474(N)    100 23 36.47399(W) AD(       ) 3
 HH0923
 HH0923.Superseded values are not recommended for survey control.
 HH0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0923.See file dsdata.txt to determine how the superseded data were derived.
 HH0923
 HH0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG7614707593(NAD 83)
 HH0923_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0923_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0923+STABILITY: SURFACE MOTION
 HH0923
 HH0923  HISTORY     - Date     Condition        Report By
 HH0923  HISTORY     - 1962     MONUMENTED       USGS
 HH0923
 HH0923                          STATION DESCRIPTION
 HH0923
 HH0923'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HH0923'MEADE, 12.4 MI S. AND 3.0 MI W. OF.  IN NW. QUARTER SEC. 8, T. 34 S.,
 HH0923'R. 28 W..  419 FT S. OF RIGHT - ANGLE BEND IN RD. AND A NATURAL GAS
 HH0923'PIPELINE CROSSING.  27 FT W. OF CENTER OF N. - S. RD..  2 FT W. OF
 HH0923'RIGHT - OF - WAY FENCE.  IN CONCRETE POST PROJECTING 3 IN., STANDARD
 HH0923'TABLET STAMPED---ET 9 JS 1962---.  RADIO MAST WNW. ABOUT
 HH0923'10.0 MI DISTANT--N 76 DEG 22 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0735 ***********************************************************************
 KE0735  DESIGNATION -  A
 KE0735  PID         -  KE0735
 KE0735  STATE/COUNTY-  KS/SHAWNEE
 KE0735  USGS QUAD   -  ELMONT (1985)
 KE0735
 KE0735                         *CURRENT SURVEY CONTROL
 KE0735  ___________________________________________________________________
 KE0735* NAD 83(1986)-  39 09 30.     (N)    095 42 10.     (W)     SCALED    
 KE0735* NAVD 88     -       286.386  (meters)     939.58   (feet)  ADJUSTED  
 KE0735  ___________________________________________________________________
 KE0735  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KE0735  DYNAMIC HT  -         286.202 (meters)     938.98  (feet)  COMP
 KE0735  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 KE0735
 KE0735  VERT ORDER  -  SECOND    CLASS 0
 KE0735
 KE0735.The horizontal coordinates were scaled from a topographic map and have
 KE0735.an estimated accuracy of +/- 6 seconds.
 KE0735
 KE0735.The orthometric height was determined by differential leveling
 KE0735.and adjusted by the National Geodetic Survey in June 1991..
 KE0735
 KE0735.The geoid height was determined by GEOID03.
 KE0735
 KE0735.The dynamic height is computed by dividing the NAVD 88
 KE0735.geopotential number by the normal gravity value computed on the
 KE0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0735.degrees latitude (g = 980.6199 gals.).
 KE0735
 KE0735.The modeled gravity was interpolated from observed gravity values.
 KE0735
 KE0735;                    North         East    Units  Estimated Accuracy
 KE0735;SPC KS N     -    94,100.      598,530.      MT  (+/- 180 meters Scaled)
 KE0735
 KE0735                          SUPERSEDED SURVEY CONTROL
 KE0735
 KE0735  NGVD 29 (??/??/92)  286.291  (m)          939.27   (f) ADJ UNCH    2 0
 KE0735
 KE0735.Superseded values are not recommended for survey control.
 KE0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0735.See file dsdata.txt to determine how the superseded data were derived.
 KE0735
 KE0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD664378(NAD 83)
 KE0735_MARKER: Q = CHISELED SQUARE
 KE0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0735+STABILITY: SURFACE MOTION
 KE0735
 KE0735  HISTORY     - Date     Condition        Report By
 KE0735  HISTORY     - UNK      MONUMENTED       RBNF
 KE0735  HISTORY     - 1950     GOOD             NGS
 KE0735
 KE0735                          STATION DESCRIPTION
 KE0735
 KE0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0735'0.4 MI S FROM ELMONT.
 KE0735'ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, AT A ROAD
 KE0735'CROSSING, ABOUT 100 YARDS SOUTHWEST OF A PIPELINE BOOSTER STATION,
 KE0735'40 FEET WEST OF THE CENTER OF TRACK AND 22 FEET NORTH OF THE
 KE0735'CENTER OF ROAD.  A SQUARE CHISELED ON THE TOP OF A CONCRETE
 KE0735'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0700 ***********************************************************************
 KF0700  DESIGNATION -  A 1
 KF0700  PID         -  KF0700
 KF0700  STATE/COUNTY-  KS/GEARY
 KF0700  USGS QUAD   -  JUNCTION CITY (1982)
 KF0700
 KF0700                         *CURRENT SURVEY CONTROL
 KF0700  ___________________________________________________________________
 KF0700* NAD 83(1986)-  39 02 16.     (N)    096 49 46.     (W)     SCALED    
 KF0700* NAVD 88     -       331.805  (meters)    1088.60   (feet)  ADJUSTED  
 KF0700  ___________________________________________________________________
 KF0700  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 KF0700  DYNAMIC HT  -         331.576 (meters)    1087.85  (feet)  COMP
 KF0700  MODELED GRAV-     979,928.9   (mgal)                       NAVD 88
 KF0700
 KF0700  VERT ORDER  -  SECOND    CLASS 0
 KF0700
 KF0700.The horizontal coordinates were scaled from a topographic map and have
 KF0700.an estimated accuracy of +/- 6 seconds.
 KF0700
 KF0700.The orthometric height was determined by differential leveling
 KF0700.and adjusted by the National Geodetic Survey in June 1991..
 KF0700
 KF0700.The geoid height was determined by GEOID03.
 KF0700
 KF0700.The dynamic height is computed by dividing the NAVD 88
 KF0700.geopotential number by the normal gravity value computed on the
 KF0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0700.degrees latitude (g = 980.6199 gals.).
 KF0700
 KF0700.The modeled gravity was interpolated from observed gravity values.
 KF0700
 KF0700;                    North         East    Units  Estimated Accuracy
 KF0700;SPC KS N     -    78,860.      501,340.      MT  (+/- 180 meters Scaled)
 KF0700
 KF0700                          SUPERSEDED SURVEY CONTROL
 KF0700
 KF0700  NGVD 29 (??/??/92)  331.679  (m)         1088.18   (f) ADJ UNCH    2 0
 KF0700
 KF0700.Superseded values are not recommended for survey control.
 KF0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0700.See file dsdata.txt to determine how the superseded data were derived.
 KF0700
 KF0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ878232(NAD 83)
 KF0700_MARKER: DD = SURVEY DISK
 KF0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0700_STAMPING: A 1 12.5E 1934
 KF0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0700+STABILITY: SURFACE MOTION
 KF0700
 KF0700  HISTORY     - Date     Condition        Report By
 KF0700  HISTORY     - 1934     MONUMENTED       KSGS
 KF0700  HISTORY     - 1970     GOOD             NGS
 KF0700
 KF0700                          STATION DESCRIPTION
 KF0700
 KF0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0700'AT JUNCTION CITY.
 KF0700'AT JUNCTION CITY, AT THE NORTHEAST CORNER OF THE INTERSECTION
 KF0700'OF 15TH AND JEFFERSON STREETS, 109 FEET SOUTHWEST OF THE
 KF0700'SOUTHWEST CORNER OF THE WASHINGTON SCHOOL BUILDING, 28.5 FEET
 KF0700'NORTH OF THE NORTH CURB OF 15TH STREET, 22.5 FEET EAST OF THE
 KF0700'EAST CURB OF JEFFERSON STREET, 14.4 FEET EAST OF THE EAST EDGE
 KF0700'OF A CONCRETE SIDEWALK ALONG JEFFERSON STREET, 4.8 FEET NORTH
 KF0700'OF THE NORTH EDGE OF A CONCRETE SIDEWALK ALONG 15TH STREET,
 KF0700'ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREETS, AND SET IN THE TOP
 KF0700'OF A CONCRETE POST WHICH IS 0.6 FOOT BELOW THE SURFACE OF THE
 KF0700'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0441 ***********************************************************************
 JF0441  DESIGNATION -  A 1
 JF0441  PID         -  JF0441
 JF0441  STATE/COUNTY-  KS/DICKINSON
 JF0441  USGS QUAD   -  CHAPMAN (1979)
 JF0441
 JF0441                         *CURRENT SURVEY CONTROL
 JF0441  ___________________________________________________________________
 JF0441* NAD 83(1986)-  38 58 14.     (N)    097 01 32.     (W)     SCALED    
 JF0441* NAVD 88     -       341.020  (meters)    1118.83   (feet)  ADJUSTED  
 JF0441  ___________________________________________________________________
 JF0441  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 JF0441  DYNAMIC HT  -         340.781 (meters)    1118.05  (feet)  COMP
 JF0441  MODELED GRAV-     979,918.3   (mgal)                       NAVD 88
 JF0441
 JF0441  VERT ORDER  -  FIRST     CLASS II
 JF0441
 JF0441.The horizontal coordinates were scaled from a topographic map and have
 JF0441.an estimated accuracy of +/- 6 seconds.
 JF0441
 JF0441.The orthometric height was determined by differential leveling
 JF0441.and adjusted by the National Geodetic Survey in June 1991..
 JF0441
 JF0441.The geoid height was determined by GEOID03.
 JF0441
 JF0441.The dynamic height is computed by dividing the NAVD 88
 JF0441.geopotential number by the normal gravity value computed on the
 JF0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0441.degrees latitude (g = 980.6199 gals.).
 JF0441
 JF0441.The modeled gravity was interpolated from observed gravity values.
 JF0441
 JF0441;                    North         East    Units  Estimated Accuracy
 JF0441;SPC KS N     -    71,190.      484,440.      MT  (+/- 180 meters Scaled)
 JF0441
 JF0441                          SUPERSEDED SURVEY CONTROL
 JF0441
 JF0441  NGVD 29 (??/??/92)  340.897  (m)         1118.43   (f) ADJ UNCH    1 2
 JF0441
 JF0441.Superseded values are not recommended for survey control.
 JF0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0441.See file dsdata.txt to determine how the superseded data were derived.
 JF0441
 JF0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ710153(NAD 83)
 JF0441_MARKER: Z = SEE DESCRIPTION
 JF0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0441_SP_SET: BUILDING
 JF0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0441
 JF0441  HISTORY     - Date     Condition        Report By
 JF0441  HISTORY     - UNK      MONUMENTED       CGS
 JF0441  HISTORY     - 1947     GOOD             NGS
 JF0441  HISTORY     - 1964     MARK NOT FOUND   NGS
 JF0441  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0441
 JF0441                          STATION DESCRIPTION
 JF0441
 JF0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF0441'AT CHAPMAN.
 JF0441'AT CHAPMAN, 4 BLOCKS WEST OF THE UNION PACIFIC RAILROAD STATION,
 JF0441'AT THE SOUTHEAST CORNER OF THE OLD ORIGINAL HIGH SCHOOL BUILDING
 JF0441'(THE ONLY BUILDING OF A GROUP OF SCHOOL BUILDINGS WHICH HAS A
 JF0441'CUPOLA OVER THE MAIN ENTRANCE STEPS) (THE FIRST BUILDING WEST
 JF0441'OF THE RED BRICK COMMUNITY BUILDING), 36.1 FEET WEST NORTHWEST
 JF0441'OF THE SOUTHWEST CORNER OF THE RED BRICK COMMUNITY BUILDING,
 JF0441'1.7 FOOT NORTHEAST OF THE SOUTHEAST CORNER OF THE OLD HIGH SCHOOL
 JF0441'BUILDING, THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS
 JF0441'U S B M CUT IN THE CENTER AND TOP OF AND 0.9 FOOT EAST OF THE
 JF0441'WEST END OF THE SECOND STEP FROM THE BOTTOM OF A LONG STONE STEPS
 JF0441'WHICH LEAD NORTH ALONG THE EAST SIDE OF THE OLD HIGH SCHOOL
 JF0441'BUILDING AND TO A DOUBLE ENTRANCE DOOR.  NOTE-- THIS BENCH MARK
 JF0441'WAS RECOVERED IN GOOD CONDITION BUT THE LETTERS USBM AND THE
 JF0441'SQUARE HOLE WERE SO DIM THAT IN OCTOBER OF 1947 THE LETTERS WERE
 JF0441'RECHISELED AND THE SQUARE HOLE WAS ENCLOSED BY AN OUTLINED
 JF0441'CHISELED SQUARE SO THAT THE MARK NOW HAS THE APPEARANCE OF BEING
 JF0441'AN OUTLINED CHISELED SQUARE SURROUNDED BY THE LETTERS U S B M
 JF0441'RATHER THAN APPEARING TO BE A SQUARE HOLE SURROUNDED BY THE
 JF0441'LETTERS U S B M.
 JF0441
 JF0441                          STATION RECOVERY (1964)
 JF0441
 JF0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JF0441'MARK NOT FOUND.
 JF0441
 JF0441                          STATION RECOVERY (1986)
 JF0441
 JF0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0441'THE SCHOOL BUILDING HAS BEEN ADDED TO AND THE PART OF THE BUILDING
 JF0441'THAT THE MARK IS IN HAS BEEN COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0525 ***********************************************************************
 KH0525  DESIGNATION -  A 100
 KH0525  PID         -  KH0525
 KH0525  STATE/COUNTY-  KS/CHEYENNE
 KH0525  USGS QUAD   -  WHEELER (1978)
 KH0525
 KH0525                         *CURRENT SURVEY CONTROL
 KH0525  ___________________________________________________________________
 KH0525* NAD 83(1986)-  39 45 23.     (N)    101 42 42.     (W)     SCALED    
 KH0525* NAVD 88     -      1062.272  (meters)    3485.14   (feet)  ADJUSTED  
 KH0525  ___________________________________________________________________
 KH0525  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 KH0525  DYNAMIC HT  -        1061.441 (meters)    3482.41  (feet)  COMP
 KH0525  MODELED GRAV-     979,807.3   (mgal)                       NAVD 88
 KH0525
 KH0525  VERT ORDER  -  SECOND    CLASS 0
 KH0525
 KH0525.The horizontal coordinates were scaled from a topographic map and have
 KH0525.an estimated accuracy of +/- 6 seconds.
 KH0525
 KH0525.The orthometric height was determined by differential leveling
 KH0525.and adjusted by the National Geodetic Survey in June 1991..
 KH0525
 KH0525.The geoid height was determined by GEOID03.
 KH0525
 KH0525.The dynamic height is computed by dividing the NAVD 88
 KH0525.geopotential number by the normal gravity value computed on the
 KH0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0525.degrees latitude (g = 980.6199 gals.).
 KH0525
 KH0525.The modeled gravity was interpolated from observed gravity values.
 KH0525
 KH0525;                    North         East    Units  Estimated Accuracy
 KH0525;SPC KS N     -   164,500.       82,010.      MT  (+/- 180 meters Scaled)
 KH0525
 KH0525                          SUPERSEDED SURVEY CONTROL
 KH0525
 KH0525  NGVD 29 (??/??/92) 1061.833  (m)         3483.70   (f) ADJ UNCH    2 0
 KH0525
 KH0525.Superseded values are not recommended for survey control.
 KH0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0525.See file dsdata.txt to determine how the superseded data were derived.
 KH0525
 KH0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK676042(NAD 83)
 KH0525_MARKER: DB = BENCH MARK DISK
 KH0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0525_STAMPING: A 100 1935
 KH0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0525+STABILITY: SURFACE MOTION
 KH0525
 KH0525  HISTORY     - Date     Condition        Report By
 KH0525  HISTORY     - 1935     MONUMENTED       CGS
 KH0525  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0525
 KH0525                          STATION DESCRIPTION
 KH0525
 KH0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0525'0.5 MI S FROM WHEELER.
 KH0525'0.5 MI S. OF DEPOT ALONG STATE HWY. 27 ABOUT 100 YDS. W. OF
 KH0525'A STANDARD SERVICE STATION, 65 FT. N. OF THE CENTER LINE OF
 KH0525'U.S. HWY. 36, 90 FT. E. OF A CURVE IN THE FENCE LINE, AND
 KH0525'1 1/2 FT. S. OF THE FENCE LINE.
 KH0525
 KH0525                          STATION RECOVERY (1975)
 KH0525
 KH0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0431 ***********************************************************************
 KH0431  DESIGNATION -  A 101
 KH0431  PID         -  KH0431
 KH0431  STATE/COUNTY-  KS/SHERMAN
 KH0431  USGS QUAD   -  GOODLAND NW (1974)
 KH0431
 KH0431                         *CURRENT SURVEY CONTROL
 KH0431  ___________________________________________________________________
 KH0431* NAD 83(1986)-  39 23 41.     (N)    101 42 28.     (W)     SCALED    
 KH0431* NAVD 88     -      1108.299  (meters)    3636.14   (feet)  ADJUSTED  
 KH0431  ___________________________________________________________________
 KH0431  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 KH0431  DYNAMIC HT  -        1107.373 (meters)    3633.11  (feet)  COMP
 KH0431  MODELED GRAV-     979,754.3   (mgal)                       NAVD 88
 KH0431
 KH0431  VERT ORDER  -  SECOND    CLASS 0
 KH0431
 KH0431.The horizontal coordinates were scaled from a topographic map and have
 KH0431.an estimated accuracy of +/- 6 seconds.
 KH0431
 KH0431.The orthometric height was determined by differential leveling
 KH0431.and adjusted by the National Geodetic Survey in June 1991..
 KH0431
 KH0431.The geoid height was determined by GEOID03.
 KH0431
 KH0431.The dynamic height is computed by dividing the NAVD 88
 KH0431.geopotential number by the normal gravity value computed on the
 KH0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0431.degrees latitude (g = 980.6199 gals.).
 KH0431
 KH0431.The modeled gravity was interpolated from observed gravity values.
 KH0431
 KH0431;                    North         East    Units  Estimated Accuracy
 KH0431;SPC KS N     -   124,370.       80,700.      MT  (+/- 180 meters Scaled)
 KH0431
 KH0431                          SUPERSEDED SURVEY CONTROL
 KH0431
 KH0431  NGVD 29 (??/??/92) 1107.851  (m)         3634.67   (f) ADJ UNCH    2 0
 KH0431
 KH0431.Superseded values are not recommended for survey control.
 KH0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0431.See file dsdata.txt to determine how the superseded data were derived.
 KH0431
 KH0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ668640(NAD 83)
 KH0431_MARKER: DB = BENCH MARK DISK
 KH0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0431_STAMPING: A 101 1935
 KH0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0431+STABILITY: SURFACE MOTION
 KH0431
 KH0431  HISTORY     - Date     Condition        Report By
 KH0431  HISTORY     - 1935     MONUMENTED       CGS
 KH0431  HISTORY     - 1964     MARK NOT FOUND   USGS
 KH0431
 KH0431                          STATION DESCRIPTION
 KH0431
 KH0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0431'3.3 MI N FROM GOODLAND.
 KH0431'3.3 MI. N. OF COURT HOUSE ALONG STATE HWY. 27 ABOUT 200 FT.
 KH0431'S.E. OF A SMALL FARM HOUSE, 27 FT. N. OF THE CENTER LINE OF AN
 KH0431'E-W CROSS ROAD, 60 FT. W. OF THE CENTER LINE OF THE HWY., AND
 KH0431'35 FT. W. OF A TELEPHONE LINE.  NOTE-- FARM HOUSE DESTROYED.
 KH0431
 KH0431                          STATION RECOVERY (1964)
 KH0431
 KH0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KH0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0608 ***********************************************************************
 KF0608  DESIGNATION -  A 106
 KF0608  PID         -  KF0608
 KF0608  STATE/COUNTY-  KS/REPUBLIC
 KF0608  USGS QUAD   -  SCANDIA NW (1969)
 KF0608
 KF0608                         *CURRENT SURVEY CONTROL
 KF0608  ___________________________________________________________________
 KF0608* NAD 83(1986)-  39 59 28.     (N)    097 52 34.     (W)     SCALED    
 KF0608* NAVD 88     -       478.024  (meters)    1568.32   (feet)  ADJUSTED  
 KF0608  ___________________________________________________________________
 KF0608  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 KF0608  DYNAMIC HT  -         477.749 (meters)    1567.41  (feet)  COMP
 KF0608  MODELED GRAV-     980,034.2   (mgal)                       NAVD 88
 KF0608
 KF0608  VERT ORDER  -  SECOND    CLASS 0
 KF0608
 KF0608.The horizontal coordinates were scaled from a topographic map and have
 KF0608.an estimated accuracy of +/- 6 seconds.
 KF0608
 KF0608.The orthometric height was determined by differential leveling
 KF0608.and adjusted by the National Geodetic Survey in June 1991..
 KF0608
 KF0608.The geoid height was determined by GEOID03.
 KF0608
 KF0608.The dynamic height is computed by dividing the NAVD 88
 KF0608.geopotential number by the normal gravity value computed on the
 KF0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0608.degrees latitude (g = 980.6199 gals.).
 KF0608
 KF0608.The modeled gravity was interpolated from observed gravity values.
 KF0608
 KF0608;                    North         East    Units  Estimated Accuracy
 KF0608;SPC KS N     -   184,050.      410,580.      MT  (+/- 180 meters Scaled)
 KF0608
 KF0608                          SUPERSEDED SURVEY CONTROL
 KF0608
 KF0608  NGVD 29 (??/??/92)  477.857  (m)         1567.77   (f) ADJ UNCH    2 0
 KF0608
 KF0608.Superseded values are not recommended for survey control.
 KF0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0608.See file dsdata.txt to determine how the superseded data were derived.
 KF0608
 KF0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK959273(NAD 83)
 KF0608_MARKER: DB = BENCH MARK DISK
 KF0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0608_STAMPING: A-106 1934
 KF0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0608+STABILITY: SURFACE MOTION
 KF0608
 KF0608  HISTORY     - Date     Condition        Report By
 KF0608  HISTORY     - 1934     MONUMENTED       CGS
 KF0608
 KF0608                          STATION DESCRIPTION
 KF0608
 KF0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0608'3 MI E FROM HARDY.
 KF0608'3.0 MILES EAST OF BURLINGTON STATION, HARDY ON CHICAGO,
 KF0608'BURLINGTON AND QUINCY RAILROAD, 57 FEET SOUTH OF CENTER LINE
 KF0608'OF TRACKS AND 35 FEET EAST OF CENTER LINE OF CROSS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0546 ***********************************************************************
 KE0546  DESIGNATION -  A 107
 KE0546  PID         -  KE0546
 KE0546  STATE/COUNTY-  KS/DONIPHAN
 KE0546  USGS QUAD   -  BENDENA (1975)
 KE0546
 KE0546                         *CURRENT SURVEY CONTROL
 KE0546  ___________________________________________________________________
 KE0546* NAD 83(1986)-  39 44 33.     (N)    095 10 52.     (W)     SCALED    
 KE0546* NAVD 88     -       339.234  (meters)    1112.97   (feet)  ADJUSTED  
 KE0546  ___________________________________________________________________
 KE0546  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KE0546  DYNAMIC HT  -         339.038 (meters)    1112.33  (feet)  COMP
 KE0546  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 KE0546
 KE0546  VERT ORDER  -  SECOND    CLASS 0
 KE0546
 KE0546.The horizontal coordinates were scaled from a topographic map and have
 KE0546.an estimated accuracy of +/- 6 seconds.
 KE0546
 KE0546.The orthometric height was determined by differential leveling
 KE0546.and adjusted by the National Geodetic Survey in June 1991..
 KE0546
 KE0546.The geoid height was determined by GEOID03.
 KE0546
 KE0546.The dynamic height is computed by dividing the NAVD 88
 KE0546.geopotential number by the normal gravity value computed on the
 KE0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0546.degrees latitude (g = 980.6199 gals.).
 KE0546
 KE0546.The modeled gravity was interpolated from observed gravity values.
 KE0546
 KE0546;                    North         East    Units  Estimated Accuracy
 KE0546;SPC KS N     -   160,200.      641,580.      MT  (+/- 180 meters Scaled)
 KE0546
 KE0546                          SUPERSEDED SURVEY CONTROL
 KE0546
 KE0546  NGVD 29 (??/??/92)  339.123  (m)         1112.61   (f) ADJ UNCH    2 0
 KE0546
 KE0546.Superseded values are not recommended for survey control.
 KE0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0546.See file dsdata.txt to determine how the superseded data were derived.
 KE0546
 KE0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE131014(NAD 83)
 KE0546_MARKER: DB = BENCH MARK DISK
 KE0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0546_STAMPING: A 107 1934
 KE0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0546+STABILITY: SURFACE MOTION
 KE0546
 KE0546  HISTORY     - Date     Condition        Report By
 KE0546  HISTORY     - 1934     MONUMENTED       CGS
 KE0546  HISTORY     - 1958     MARK NOT FOUND   NGS
 KE0546  HISTORY     - 20050422 MARK NOT FOUND   GEOCAC
 KE0546
 KE0546                          STATION DESCRIPTION
 KE0546
 KE0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0546'AT BENDENA.
 KE0546'AT BENDENA, DONIPHAN COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 KE0546'PACIFIC RAILROAD, ONE BLOCK WEST OF AN ELEVATOR, AT A ROAD
 KE0546'CROSSING, 27 FEET NORTH OF THE NORTH RAIL, 21 FEET WEST OF THE
 KE0546'CENTERLINE OF THE ROAD, 34 FEET WEST OF A CROSSING-WARNING
 KE0546'SIGN, AND 26 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED A 107
 KE0546'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES
 KE0546'ABOVE GROUND.
 KE0546
 KE0546                          STATION RECOVERY (2005)
 KE0546
 KE0546'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0546'THE RAILROAD, CROSSING WARNING SIGN, AND POLE HAVE BEEN REMOVED AND
 KE0546'THE AREA REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0950 ***********************************************************************
 KE0950  DESIGNATION -  A 108
 KE0950  PID         -  KE0950
 KE0950  STATE/COUNTY-  KS/BROWN
 KE0950  USGS QUAD   -  HIAWATHA (1961)
 KE0950
 KE0950                         *CURRENT SURVEY CONTROL
 KE0950  ___________________________________________________________________
 KE0950* NAD 83(1986)-  39 45 07.     (N)    095 31 38.     (W)     SCALED    
 KE0950* NAVD 88     -       335.996  (meters)    1102.35   (feet)  ADJUSTED  
 KE0950  ___________________________________________________________________
 KE0950  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KE0950  DYNAMIC HT  -         335.795 (meters)    1101.69  (feet)  COMP
 KE0950  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 KE0950
 KE0950  VERT ORDER  -  SECOND    CLASS 0
 KE0950
 KE0950.The horizontal coordinates were scaled from a topographic map and have
 KE0950.an estimated accuracy of +/- 6 seconds.
 KE0950
 KE0950.The orthometric height was determined by differential leveling
 KE0950.and adjusted by the National Geodetic Survey in June 1991..
 KE0950
 KE0950.The geoid height was determined by GEOID03.
 KE0950
 KE0950.The dynamic height is computed by dividing the NAVD 88
 KE0950.geopotential number by the normal gravity value computed on the
 KE0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0950.degrees latitude (g = 980.6199 gals.).
 KE0950
 KE0950.The modeled gravity was interpolated from observed gravity values.
 KE0950
 KE0950;                    North         East    Units  Estimated Accuracy
 KE0950;SPC KS N     -   160,380.      611,900.      MT  (+/- 180 meters Scaled)
 KE0950
 KE0950                          SUPERSEDED SURVEY CONTROL
 KE0950
 KE0950  NGVD 29 (??/??/92)  335.895  (m)         1102.02   (f) ADJ UNCH    2 0
 KE0950
 KE0950.Superseded values are not recommended for survey control.
 KE0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0950.See file dsdata.txt to determine how the superseded data were derived.
 KE0950
 KE0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE834032(NAD 83)
 KE0950_MARKER: DB = BENCH MARK DISK
 KE0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0950_STAMPING: A 108 1934
 KE0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0950+STABILITY: SURFACE MOTION
 KE0950
 KE0950  HISTORY     - Date     Condition        Report By
 KE0950  HISTORY     - 1934     MONUMENTED       CGS
 KE0950
 KE0950                          STATION DESCRIPTION
 KE0950
 KE0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0950'6.5 MI N FROM HORTON.
 KE0950'6.5 MILES NORTH ALONG U.S. HIGHWAY 73 FROM THE CITY HALL AT
 KE0950'HORTON, BROWN COUNTY, AT A CONCRETE CULVERT, BETWEEN THE NORTH
 KE0950'CONCRETE POSTS, AND IN THE TOP OF THE EAST HEAD WALL.  A STANDARD
 KE0950'DISK, STAMPED A 108 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0951 ***********************************************************************
 KE0951  DESIGNATION -  A 108 RESET
 KE0951  PID         -  KE0951
 KE0951  STATE/COUNTY-  KS/BROWN
 KE0951  USGS QUAD   -  HIAWATHA (1961)
 KE0951
 KE0951                         *CURRENT SURVEY CONTROL
 KE0951  ___________________________________________________________________
 KE0951* NAD 83(1986)-  39 45 07.     (N)    095 31 38.     (W)     SCALED    
 KE0951* NAVD 88     -       333.10   (meters)    1092.8    (feet)  RESET     
 KE0951  ___________________________________________________________________
 KE0951  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KE0951
 KE0951  VERT ORDER  -  THIRD
 KE0951
 KE0951.The horizontal coordinates were scaled from a topographic map and have
 KE0951.an estimated accuracy of +/- 6 seconds.
 KE0951
 KE0951.The orthometric height was computed from unverified reset data.
 KE0951.No vertical observational check was made to the station.
 KE0951
 KE0951.The geoid height was determined by GEOID03.
 KE0951
 KE0951;                    North         East    Units  Estimated Accuracy
 KE0951;SPC KS N     -   160,380.      611,900.      MT  (+/- 180 meters Scaled)
 KE0951
 KE0951                          SUPERSEDED SURVEY CONTROL
 KE0951
 KE0951  NGVD 29 (??/??/??)  333.00   (m)         1092.5    (f) RESET       3  
 KE0951
 KE0951.Superseded values are not recommended for survey control.
 KE0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0951.See file dsdata.txt to determine how the superseded data were derived.
 KE0951
 KE0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE834032(NAD 83)
 KE0951_MARKER: DB = BENCH MARK DISK
 KE0951_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0951_SP_SET: CULVERT
 KE0951_STAMPING: A 108 RESET 1964
 KE0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0951+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2005
 KE0951
 KE0951  HISTORY     - Date     Condition        Report By
 KE0951  HISTORY     - 1964     MONUMENTED       KSHC
 KE0951  HISTORY     - 20050311 GOOD             USGS
 KE0951
 KE0951                          STATION DESCRIPTION
 KE0951
 KE0951'DESCRIBED BY KS HIGHWAY COMM 1964
 KE0951'6.5 MI N FROM HORTON.
 KE0951'6.5 MILES NORTH ALONG U.S. 73 HIGHWAY FROM THE CITY HALL AT
 KE0951'HORTON, BROWN COUNTY, AT A CONCRETE CULVERT UNDER US-73 HIGHWAY
 KE0951'AND SET IN THE CENTER OF THE EAST HUBGUARD.
 KE0951
 KE0951                          STATION RECOVERY (2005)
 KE0951
 KE0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (SES)
 KE0951'MARK FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0028 ***********************************************************************
 KF0028  DESIGNATION -  A 110
 KF0028  PID         -  KF0028
 KF0028  STATE/COUNTY-  KS/MARSHALL
 KF0028  USGS QUAD   -  BEATTIE (1966)
 KF0028
 KF0028                         *CURRENT SURVEY CONTROL
 KF0028  ___________________________________________________________________
 KF0028* NAD 83(1986)-  39 51 32.     (N)    096 24 58.     (W)     SCALED    
 KF0028* NAVD 88     -       393.224  (meters)    1290.10   (feet)  ADJUSTED  
 KF0028  ___________________________________________________________________
 KF0028  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 KF0028  DYNAMIC HT  -         392.991 (meters)    1289.34  (feet)  COMP
 KF0028  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 KF0028
 KF0028  VERT ORDER  -  SECOND    CLASS 0
 KF0028
 KF0028.The horizontal coordinates were scaled from a topographic map and have
 KF0028.an estimated accuracy of +/- 6 seconds.
 KF0028
 KF0028.The orthometric height was determined by differential leveling
 KF0028.and adjusted by the National Geodetic Survey in June 1991..
 KF0028
 KF0028.The geoid height was determined by GEOID03.
 KF0028
 KF0028.The dynamic height is computed by dividing the NAVD 88
 KF0028.geopotential number by the normal gravity value computed on the
 KF0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0028.degrees latitude (g = 980.6199 gals.).
 KF0028
 KF0028.The modeled gravity was interpolated from observed gravity values.
 KF0028
 KF0028;                    North         East    Units  Estimated Accuracy
 KF0028;SPC KS N     -   170,550.      535,530.      MT  (+/- 180 meters Scaled)
 KF0028
 KF0028                          SUPERSEDED SURVEY CONTROL
 KF0028
 KF0028  NGVD 29 (??/??/92)  393.100  (m)         1289.70   (f) ADJ UNCH    2 0
 KF0028
 KF0028.Superseded values are not recommended for survey control.
 KF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0028.See file dsdata.txt to determine how the superseded data were derived.
 KF0028
 KF0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK210152(NAD 83)
 KF0028_MARKER: DB = BENCH MARK DISK
 KF0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0028_STAMPING: A 110 1934
 KF0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0028+STABILITY: SURFACE MOTION
 KF0028
 KF0028  HISTORY     - Date     Condition        Report By
 KF0028  HISTORY     - 1934     MONUMENTED       CGS
 KF0028  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0028
 KF0028                          STATION DESCRIPTION
 KF0028
 KF0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0028'AT BEATTIE.
 KF0028'AT BEATTIE, MARSHALL COUNTY, ON THE UNION PACIFIC RAILROAD, AT
 KF0028'MILEPOST 99, AT A ROAD CROSSING OF STATE HIGHWAY 99, 59 FEET
 KF0028'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 40 FEET SOUTH OF
 KF0028'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED, A 110
 KF0028'1934, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0318 ***********************************************************************
 KF0318  DESIGNATION -  A 111
 KF0318  PID         -  KF0318
 KF0318  STATE/COUNTY-  KS/MARSHALL
 KF0318  USGS QUAD   -  BLUE RAPIDS (1983)
 KF0318
 KF0318                         *CURRENT SURVEY CONTROL
 KF0318  ___________________________________________________________________
 KF0318* NAD 83(1986)-  39 40 57.     (N)    096 38 40.     (W)     SCALED    
 KF0318* NAVD 88     -       339.714  (meters)    1114.55   (feet)  ADJUSTED  
 KF0318  ___________________________________________________________________
 KF0318  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 KF0318  DYNAMIC HT  -         339.507 (meters)    1113.87  (feet)  COMP
 KF0318  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 KF0318
 KF0318  VERT ORDER  -  SECOND    CLASS 0
 KF0318
 KF0318.The horizontal coordinates were scaled from a topographic map and have
 KF0318.an estimated accuracy of +/- 6 seconds.
 KF0318
 KF0318.The orthometric height was determined by differential leveling
 KF0318.and adjusted by the National Geodetic Survey in June 1991..
 KF0318
 KF0318.The geoid height was determined by GEOID03.
 KF0318
 KF0318.The dynamic height is computed by dividing the NAVD 88
 KF0318.geopotential number by the normal gravity value computed on the
 KF0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0318.degrees latitude (g = 980.6199 gals.).
 KF0318
 KF0318.The modeled gravity was interpolated from observed gravity values.
 KF0318
 KF0318;                    North         East    Units  Estimated Accuracy
 KF0318;SPC KS N     -   150,650.      516,280.      MT  (+/- 180 meters Scaled)
 KF0318
 KF0318                          SUPERSEDED SURVEY CONTROL
 KF0318
 KF0318  NGVD 29 (??/??/92)  339.592  (m)         1114.14   (f) ADJ UNCH    2 0
 KF0318
 KF0318.Superseded values are not recommended for survey control.
 KF0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0318.See file dsdata.txt to determine how the superseded data were derived.
 KF0318
 KF0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ020951(NAD 83)
 KF0318_MARKER: DD = SURVEY DISK
 KF0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0318_STAMPING: A 111 1934
 KF0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0318+STABILITY: SURFACE MOTION
 KF0318
 KF0318  HISTORY     - Date     Condition        Report By
 KF0318  HISTORY     - 1934     MONUMENTED       KSGS
 KF0318  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0318
 KF0318                          STATION DESCRIPTION
 KF0318
 KF0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0318'AT BLUE RAPIDS.
 KF0318'0.3 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0318'STATION AT BLUE RAPIDS, MARSHALL COUNTY, 100 YARDS SOUTHEAST
 KF0318'OF THE CROSSING OF U.S. HIGHWAY 77 AND STATE HIGHWAY 9, 55 FEET
 KF0318'SOUTHEAST OF THE FIRST POLE SOUTHEAST OF MILEPOST 147, AT THE
 KF0318'CROSSING OF AN ABANDONED ROAD, 36 FEET NORTH OF THE CENTER LINE
 KF0318'OF THE ABANDONED ROAD, 32 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 KF0318'32 FEET NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD, AND 36
 KF0318'FEET SOUTHEAST OF A POWER-TRANSMISSION LINE POLE.  A STANDARD
 KF0318'STATE SURVEY DISK, STAMPED, A 111 1934 AND SET IN THE TOP OF A
 KF0318'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.  NOTE-- THE
 KF0318'UNION PACIFIC RAILROAD HAS BEEN REMOVED OUT OF THE AREA WHICH
 KF0318'IS NOW IN THE RESERVOIR AREA OF THE FLOOD STAGE OF THE TUTTLE
 KF0318'CREEK DAM RESERVOIR, IT IS BELIEVED THE MARK IS COVERED BY THE
 KF0318'LARGE FILL AND GRADE MADE FOR HIGHWAYS 9 AND 77 ACROSS THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0378 ***********************************************************************
 KF0378  DESIGNATION -  A 112
 KF0378  PID         -  KF0378
 KF0378  STATE/COUNTY-  KS/WASHINGTON
 KF0378  USGS QUAD   -  WASHINGTON (1966)
 KF0378
 KF0378                         *CURRENT SURVEY CONTROL
 KF0378  ___________________________________________________________________
 KF0378* NAD 83(1986)-  39 50 47.     (N)    097 00 44.     (W)     SCALED    
 KF0378* NAVD 88     -       390.980  (meters)    1282.74   (feet)  ADJUSTED  
 KF0378  ___________________________________________________________________
 KF0378  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 KF0378  DYNAMIC HT  -         390.762 (meters)    1282.03  (feet)  COMP
 KF0378  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 KF0378
 KF0378  VERT ORDER  -  SECOND    CLASS 0
 KF0378
 KF0378.The horizontal coordinates were scaled from a topographic map and have
 KF0378.an estimated accuracy of +/- 6 seconds.
 KF0378
 KF0378.The orthometric height was determined by differential leveling
 KF0378.and adjusted by the National Geodetic Survey in June 1991..
 KF0378
 KF0378.The geoid height was determined by GEOID03.
 KF0378
 KF0378.The dynamic height is computed by dividing the NAVD 88
 KF0378.geopotential number by the normal gravity value computed on the
 KF0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0378.degrees latitude (g = 980.6199 gals.).
 KF0378
 KF0378.The modeled gravity was interpolated from observed gravity values.
 KF0378
 KF0378;                    North         East    Units  Estimated Accuracy
 KF0378;SPC KS N     -   168,440.      484,540.      MT  (+/- 180 meters Scaled)
 KF0378
 KF0378                          SUPERSEDED SURVEY CONTROL
 KF0378
 KF0378  NGVD 29 (??/??/92)  390.863  (m)         1282.36   (f) ADJ UNCH    2 0
 KF0378
 KF0378.Superseded values are not recommended for survey control.
 KF0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0378.See file dsdata.txt to determine how the superseded data were derived.
 KF0378
 KF0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK700125(NAD 83)
 KF0378_MARKER: DD = SURVEY DISK
 KF0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0378_STAMPING: A 112 1934
 KF0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0378+STABILITY: SURFACE MOTION
 KF0378
 KF0378  HISTORY     - Date     Condition        Report By
 KF0378  HISTORY     - 1934     MONUMENTED       CGS
 KF0378  HISTORY     - 1965     GOOD             NGS
 KF0378  HISTORY     - 20030531 MARK NOT FOUND   SCGS
 KF0378
 KF0378                          STATION DESCRIPTION
 KF0378
 KF0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0378'3.3 MI NE FROM WASHINGTON.
 KF0378'3.3 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KF0378'RAILROAD FROM THE STATION AT WASHINGTON, ON THE SOUTH SLOPE
 KF0378'OF A HILL, 6 POLES NORTH OF BRIDGE 23+86, 2 POLES NORTH OF A
 KF0378'ROAD CROSSING, 42 FEET WEST OF THE WEST RAIL, 3 FEET EAST OF
 KF0378'THE FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 KF0378'A STATE SURVEY DISK, STAMPED, A 112 1934, SET IN THE TOP OF A
 KF0378'CONCRETE POST AND PROJECTING 5 INCHES ABOVE THE GROUND.
 KF0378
 KF0378                          STATION RECOVERY (2003)
 KF0378
 KF0378'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (JWR)
 KF0378'NOT RECOVERED, STATION COULD BE INTACT, RAILROAD TRACKS AND OTHER
 KF0378'REFERENCES ARE GONE. AREA WAS NOT PROBED BUT SEARCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0301 ***********************************************************************
 KF0301  DESIGNATION -  A 113
 KF0301  PID         -  KF0301
 KF0301  STATE/COUNTY-  KS/WASHINGTON
 KF0301  USGS QUAD   -  HANOVER SW (1983)
 KF0301
 KF0301                         *CURRENT SURVEY CONTROL
 KF0301  ___________________________________________________________________
 KF0301* NAD 83(1986)-  39 52 01.     (N)    096 58 29.     (W)     SCALED    
 KF0301* NAVD 88     -       396.787  (meters)    1301.79   (feet)  ADJUSTED  
 KF0301  ___________________________________________________________________
 KF0301  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 KF0301  DYNAMIC HT  -         396.567 (meters)    1301.07  (feet)  COMP
 KF0301  MODELED GRAV-     980,059.4   (mgal)                       NAVD 88
 KF0301
 KF0301  VERT ORDER  -  SECOND    CLASS 0
 KF0301
 KF0301.The horizontal coordinates were scaled from a topographic map and have
 KF0301.an estimated accuracy of +/- 6 seconds.
 KF0301
 KF0301.The orthometric height was determined by differential leveling
 KF0301.and adjusted by the National Geodetic Survey in June 1991..
 KF0301
 KF0301.The geoid height was determined by GEOID03.
 KF0301
 KF0301.The dynamic height is computed by dividing the NAVD 88
 KF0301.geopotential number by the normal gravity value computed on the
 KF0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0301.degrees latitude (g = 980.6199 gals.).
 KF0301
 KF0301.The modeled gravity was interpolated from observed gravity values.
 KF0301
 KF0301;                    North         East    Units  Estimated Accuracy
 KF0301;SPC KS N     -   170,750.      487,720.      MT  (+/- 180 meters Scaled)
 KF0301
 KF0301                          SUPERSEDED SURVEY CONTROL
 KF0301
 KF0301  NGVD 29 (??/??/92)  396.669  (m)         1301.40   (f) ADJ UNCH    2 0
 KF0301
 KF0301.Superseded values are not recommended for survey control.
 KF0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0301.See file dsdata.txt to determine how the superseded data were derived.
 KF0301
 KF0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK732149(NAD 83)
 KF0301_MARKER: DD = SURVEY DISK
 KF0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0301_STAMPING: A 113 1934
 KF0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0301+STABILITY: SURFACE MOTION
 KF0301
 KF0301  HISTORY     - Date     Condition        Report By
 KF0301  HISTORY     - 1934     MONUMENTED       KSGS
 KF0301  HISTORY     - 1965     GOOD             NGS
 KF0301
 KF0301                          STATION DESCRIPTION
 KF0301
 KF0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0301'5.9 MI NE FROM WASHINGTON.
 KF0301'5.9 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KF0301'RAILROAD FROM THE STATION AT WASHINGTON.  1 1/2 POLES WEST OF
 KF0301'MILEPOST 21, AT A GRAVEL ROAD CROSSING, 60 FEET EAST OF THE
 KF0301'CROSSING WARNING SIGN, 51 FEET NORTHEAST OF THE CENTER OF THE
 KF0301'CROSSING, 32 FEET NORTH OF THE NORTH RAIL, 9 FEET SOUTH OF THE
 KF0301'FENCE AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN.  A STATE
 KF0301'SURVEY DISK, STAMPED, A 113 1934, SET IN THE TOP OF A CONCRETE
 KF0301'POST AND PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0438 ***********************************************************************
 KF0438  DESIGNATION -  A 116
 KF0438  PID         -  KF0438
 KF0438  STATE/COUNTY-  KS/CLOUD
 KF0438  USGS QUAD   -  MILTONVALE (1964)
 KF0438
 KF0438                         *CURRENT SURVEY CONTROL
 KF0438  ___________________________________________________________________
 KF0438* NAD 83(1986)-  39 21 53.     (N)    097 28 49.     (W)     SCALED    
 KF0438* NAVD 88     -       440.595  (meters)    1445.52   (feet)  ADJUSTED  
 KF0438  ___________________________________________________________________
 KF0438  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 KF0438  DYNAMIC HT  -         440.322 (meters)    1444.62  (feet)  COMP
 KF0438  MODELED GRAV-     979,994.6   (mgal)                       NAVD 88
 KF0438
 KF0438  VERT ORDER  -  FIRST     CLASS II
 KF0438
 KF0438.The horizontal coordinates were scaled from a topographic map and have
 KF0438.an estimated accuracy of +/- 6 seconds.
 KF0438
 KF0438.The orthometric height was determined by differential leveling
 KF0438.and adjusted by the National Geodetic Survey in June 1991..
 KF0438
 KF0438.The geoid height was determined by GEOID03.
 KF0438
 KF0438.The dynamic height is computed by dividing the NAVD 88
 KF0438.geopotential number by the normal gravity value computed on the
 KF0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0438.degrees latitude (g = 980.6199 gals.).
 KF0438
 KF0438.The modeled gravity was interpolated from observed gravity values.
 KF0438
 KF0438;                    North         East    Units  Estimated Accuracy
 KF0438;SPC KS N     -   114,630.      444,790.      MT  (+/- 180 meters Scaled)
 KF0438
 KF0438                          SUPERSEDED SURVEY CONTROL
 KF0438
 KF0438  NGVD 29 (??/??/92)  440.472  (m)         1445.12   (f) ADJ UNCH    1 2
 KF0438
 KF0438.Superseded values are not recommended for survey control.
 KF0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0438.See file dsdata.txt to determine how the superseded data were derived.
 KF0438
 KF0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ309583(NAD 83)
 KF0438_MARKER: DB = BENCH MARK DISK
 KF0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0438_STAMPING: A 116 1934
 KF0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0438+STABILITY: SURFACE MOTION
 KF0438
 KF0438  HISTORY     - Date     Condition        Report By
 KF0438  HISTORY     - 1934     MONUMENTED       CGS
 KF0438  HISTORY     - 1947     GOOD             NGS
 KF0438  HISTORY     - 1962     MARK NOT FOUND   USGS
 KF0438
 KF0438                          STATION DESCRIPTION
 KF0438
 KF0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0438'2.1 MI NW FROM MILTONVALE.
 KF0438'2.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0438'RAILROAD FROM THE STATION AT MILTONVALE, AT A ROAD CROSSING,
 KF0438'0.2 MILE NORTHWEST OF MILEPOST 95, 2 POLES NORTHWEST OF RAILROAD
 KF0438'CULVERT NO. 95A, 90.9 FEET NORTHEAST OF THE NORTHEAST RAIL
 KF0438'OF THE TRACK, 43.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 KF0438'4.8 FEET SOUTHWEST OF A FENCE, 1.2 FEET NORTHWEST OF A REFERENCE
 KF0438'POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 KF0438'ABOVE GROUND.  NOTE-- BENCH MARK WAS FOUND TO BE LOOSE IN THE
 KF0438'GROUND BUT NO VERTICAL MOTION WAS OBSERVED.
 KF0438
 KF0438                          STATION RECOVERY (1962)
 KF0438
 KF0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 KF0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0393 ***********************************************************************
 KF0393  DESIGNATION -  A 117
 KF0393  PID         -  KF0393
 KF0393  STATE/COUNTY-  KS/CLAY
 KF0393  USGS QUAD   -  CLAY CENTER NW (1964)
 KF0393
 KF0393                         *CURRENT SURVEY CONTROL
 KF0393  ___________________________________________________________________
 KF0393* NAD 83(1986)-  39 22 37.     (N)    097 07 49.     (W)     SCALED    
 KF0393* NAVD 88     -       366.050  (meters)    1200.95   (feet)  ADJUSTED  
 KF0393  ___________________________________________________________________
 KF0393  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 KF0393  DYNAMIC HT  -         365.840 (meters)    1200.26  (feet)  COMP
 KF0393  MODELED GRAV-     980,039.7   (mgal)                       NAVD 88
 KF0393
 KF0393  VERT ORDER  -  SECOND    CLASS 0
 KF0393
 KF0393.The horizontal coordinates were scaled from a topographic map and have
 KF0393.an estimated accuracy of +/- 6 seconds.
 KF0393
 KF0393.The orthometric height was determined by differential leveling
 KF0393.and adjusted by the National Geodetic Survey in June 1991..
 KF0393
 KF0393.The geoid height was determined by GEOID03.
 KF0393
 KF0393.The dynamic height is computed by dividing the NAVD 88
 KF0393.geopotential number by the normal gravity value computed on the
 KF0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0393.degrees latitude (g = 980.6199 gals.).
 KF0393
 KF0393.The modeled gravity was interpolated from observed gravity values.
 KF0393
 KF0393;                    North         East    Units  Estimated Accuracy
 KF0393;SPC KS N     -   116,210.      474,940.      MT  (+/- 180 meters Scaled)
 KF0393
 KF0393                          SUPERSEDED SURVEY CONTROL
 KF0393
 KF0393  NGVD 29 (??/??/92)  365.950  (m)         1200.62   (f) ADJ UNCH    2 0
 KF0393
 KF0393.Superseded values are not recommended for survey control.
 KF0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0393.See file dsdata.txt to determine how the superseded data were derived.
 KF0393
 KF0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ610602(NAD 83)
 KF0393_MARKER: DB = BENCH MARK DISK
 KF0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0393_STAMPING: A-117 1934
 KF0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0393+STABILITY: SURFACE MOTION
 KF0393
 KF0393  HISTORY     - Date     Condition        Report By
 KF0393  HISTORY     - 1934     MONUMENTED       CGS
 KF0393  HISTORY     - 1961     MARK NOT FOUND   USGS
 KF0393
 KF0393                          STATION DESCRIPTION
 KF0393
 KF0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0393'AT CLAY CENTER.
 KF0393'BETWEEN THE UNION PACIFIC AND ROCK ISLAND TRACKS.  75 FEET NORTH
 KF0393'CENTER LINE OF U.S. HIGHWAY 40-N CROSSING, AND 240 FEET SOUTH
 KF0393'OF ROCK ISLAND WATER TANK.
 KF0393
 KF0393                          STATION RECOVERY (1961)
 KF0393
 KF0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KF0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0435 ***********************************************************************
 KF0435  DESIGNATION -  A 118
 KF0435  PID         -  KF0435
 KF0435  STATE/COUNTY-  KS/CLOUD
 KF0435  USGS QUAD   -  MILTONVALE (1964)
 KF0435
 KF0435                         *CURRENT SURVEY CONTROL
 KF0435  ___________________________________________________________________
 KF0435* NAD 83(1986)-  39 21 08.     (N)    097 27 13.     (W)     SCALED    
 KF0435* NAVD 88     -       436.685  (meters)    1432.69   (feet)  ADJUSTED  
 KF0435  ___________________________________________________________________
 KF0435  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 KF0435  DYNAMIC HT  -         436.417 (meters)    1431.81  (feet)  COMP
 KF0435  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 KF0435
 KF0435  VERT ORDER  -  FIRST     CLASS II
 KF0435
 KF0435.The horizontal coordinates were scaled from a topographic map and have
 KF0435.an estimated accuracy of +/- 6 seconds.
 KF0435
 KF0435.The orthometric height was determined by differential leveling
 KF0435.and adjusted by the National Geodetic Survey in June 1991..
 KF0435
 KF0435.The geoid height was determined by GEOID03.
 KF0435
 KF0435.The dynamic height is computed by dividing the NAVD 88
 KF0435.geopotential number by the normal gravity value computed on the
 KF0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0435.degrees latitude (g = 980.6199 gals.).
 KF0435
 KF0435.The modeled gravity was interpolated from observed gravity values.
 KF0435
 KF0435;                    North         East    Units  Estimated Accuracy
 KF0435;SPC KS N     -   113,250.      447,090.      MT  (+/- 180 meters Scaled)
 KF0435
 KF0435                          SUPERSEDED SURVEY CONTROL
 KF0435
 KF0435  NGVD 29 (??/??/92)  436.568  (m)         1432.31   (f) ADJ UNCH    1 2
 KF0435
 KF0435.Superseded values are not recommended for survey control.
 KF0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0435.See file dsdata.txt to determine how the superseded data were derived.
 KF0435
 KF0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ332570(NAD 83)
 KF0435_MARKER: DB = BENCH MARK DISK
 KF0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0435_SP_SET: FOOTING
 KF0435_STAMPING: A 118 1934
 KF0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0435
 KF0435  HISTORY     - Date     Condition        Report By
 KF0435  HISTORY     - 1934     MONUMENTED       CGS
 KF0435  HISTORY     - 1947     GOOD             NGS
 KF0435
 KF0435                          STATION DESCRIPTION
 KF0435
 KF0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0435'AT MILTONVALE.
 KF0435'AT MILTONVALE, AT THE CITY WATER TOWER, IN THE TOP OF THE
 KF0435'SOUTHWEST CONCRETE FOOTING, ABOUT 75 FEET NORTH OF THE CENTER
 KF0435'LINE OF A STREET, 40 FEET NORTHEAST OF THE NORTHEAST CORNER
 KF0435'OF A HOUSE, AND IN A CHICKEN PEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0204 ***********************************************************************
 KF0204  DESIGNATION -  A 119
 KF0204  PID         -  KF0204
 KF0204  STATE/COUNTY-  KS/RILEY
 KF0204  USGS QUAD   -  OLSBURG NW (1983)
 KF0204
 KF0204                         *CURRENT SURVEY CONTROL
 KF0204  ___________________________________________________________________
 KF0204* NAD 83(1986)-  39 22 39.     (N)    096 44 05.     (W)     SCALED    
 KF0204* NAVD 88     -       340.601  (meters)    1117.46   (feet)  ADJUSTED  
 KF0204  ___________________________________________________________________
 KF0204  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 KF0204  DYNAMIC HT  -         340.374 (meters)    1116.71  (feet)  COMP
 KF0204  MODELED GRAV-     979,951.6   (mgal)                       NAVD 88
 KF0204
 KF0204  VERT ORDER  -  SECOND    CLASS 0
 KF0204
 KF0204.The horizontal coordinates were scaled from a topographic map and have
 KF0204.an estimated accuracy of +/- 6 seconds.
 KF0204
 KF0204.The orthometric height was determined by differential leveling
 KF0204.and adjusted by the National Geodetic Survey in June 1991..
 KF0204
 KF0204.The geoid height was determined by GEOID03.
 KF0204
 KF0204.The dynamic height is computed by dividing the NAVD 88
 KF0204.geopotential number by the normal gravity value computed on the
 KF0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0204.degrees latitude (g = 980.6199 gals.).
 KF0204
 KF0204.The modeled gravity was interpolated from observed gravity values.
 KF0204
 KF0204;                    North         East    Units  Estimated Accuracy
 KF0204;SPC KS N     -   116,680.      509,010.      MT  (+/- 180 meters Scaled)
 KF0204
 KF0204                          SUPERSEDED SURVEY CONTROL
 KF0204
 KF0204  NGVD 29 (??/??/92)  340.468  (m)         1117.02   (f) ADJ UNCH    2 0
 KF0204
 KF0204.Superseded values are not recommended for survey control.
 KF0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0204.See file dsdata.txt to determine how the superseded data were derived.
 KF0204
 KF0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ951611(NAD 83)
 KF0204_MARKER: DD = SURVEY DISK
 KF0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0204_STAMPING: A 119 1934
 KF0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0204+STABILITY: SURFACE MOTION
 KF0204
 KF0204  HISTORY     - Date     Condition        Report By
 KF0204  HISTORY     - 1934     MONUMENTED       KSGS
 KF0204  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0204
 KF0204                          STATION DESCRIPTION
 KF0204
 KF0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0204'2.6 MI W FROM GARRISON.
 KF0204'IN RILEY COUNTY, 2.6 MILES WEST ALONG THE OLD UNION PACIFIC
 KF0204'RAILROAD FROM THE STATION AT GARRISON, POTTAWATOMIE COUNTY, 100
 KF0204'FEET EAST OF CULVERT 119+37, 70 FEET WEST OF A 1 MILE TO YARD
 KF0204'LIMIT SIGN, AND 45 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 KF0204'A STATE SURVEY STANDARD DISK, STAMPED, A 119 1934, AND SET
 KF0204'IN THE TOP OF A CONCRETE POST.  NOTE-- THE OLD RAILROAD BED IS
 KF0204'VISIBLE ONLY IN PLACES, AREA WAS SEARCHED ALONG THE AREA AND
 KF0204'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0315 ***********************************************************************
 KG0315  DESIGNATION -  A 12
 KG0315  PID         -  KG0315
 KG0315  STATE/COUNTY-  KS/GRAHAM
 KG0315  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0315
 KG0315                         *CURRENT SURVEY CONTROL
 KG0315  ___________________________________________________________________
 KG0315* NAD 83(1986)-  39 22 04.     (N)    099 50 31.     (W)     SCALED    
 KG0315* NAVD 88     -       667.068  (meters)    2188.54   (feet)  ADJUSTED  
 KG0315  ___________________________________________________________________
 KG0315  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 KG0315  DYNAMIC HT  -         666.593 (meters)    2186.98  (feet)  COMP
 KG0315  MODELED GRAV-     979,893.2   (mgal)                       NAVD 88
 KG0315
 KG0315  VERT ORDER  -  FIRST     CLASS II
 KG0315
 KG0315.The horizontal coordinates were scaled from a topographic map and have
 KG0315.an estimated accuracy of +/- 6 seconds.
 KG0315
 KG0315.The orthometric height was determined by differential leveling
 KG0315.and adjusted by the National Geodetic Survey in June 1991..
 KG0315
 KG0315.The geoid height was determined by GEOID03.
 KG0315
 KG0315.The dynamic height is computed by dividing the NAVD 88
 KG0315.geopotential number by the normal gravity value computed on the
 KG0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0315.degrees latitude (g = 980.6199 gals.).
 KG0315
 KG0315.The modeled gravity was interpolated from observed gravity values.
 KG0315
 KG0315;                    North         East    Units  Estimated Accuracy
 KG0315;SPC KS N     -   116,450.      241,290.      MT  (+/- 180 meters Scaled)
 KG0315
 KG0315                          SUPERSEDED SURVEY CONTROL
 KG0315
 KG0315  NGVD 29 (??/??/92)  666.828  (m)         2187.75   (f) ADJ UNCH    1 2
 KG0315
 KG0315.Superseded values are not recommended for survey control.
 KG0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0315.See file dsdata.txt to determine how the superseded data were derived.
 KG0315
 KG0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ274579(NAD 83)
 KG0315_MARKER: DB = BENCH MARK DISK
 KG0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0315_STAMPING: A 12 1933
 KG0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0315+STABILITY: SURFACE MOTION
 KG0315
 KG0315  HISTORY     - Date     Condition        Report By
 KG0315  HISTORY     - 1933     MONUMENTED       CGS
 KG0315  HISTORY     - 1934     GOOD             NGS
 KG0315  HISTORY     - 1975     MARK NOT FOUND   USGS
 KG0315  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KG0315
 KG0315                          STATION DESCRIPTION
 KG0315
 KG0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KG0315'AT HILL CITY.
 KG0315'AT HILL CITY, ON THE MAIN NORTH-AND-SOUTH STREET, AT THE COUNTY
 KG0315'COURTHOUSE, IN THE SOUTHWEST CORNER OF THE BUILDING, AT THE
 KG0315'INTERSECTION OF AN EAST-AND-WEST STREET, 26.7 FEET NORTH OF THE
 KG0315'NORTH CURB OF THE EAST-AND-WEST STREET, AND 23.2 FEET EAST OF
 KG0315'THE CURB OF THE NORTH-AND-SOUTH STREET.  A STANDARD DISK,
 KG0315'STAMPED A 12 1933 AND SET IN THE TOP OF A CONCRETE POST
 KG0315'PROJECTING 2 INCHES ABOVE GROUND.
 KG0315
 KG0315                          STATION RECOVERY (1934)
 KG0315
 KG0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 KG0315'RECOVERED IN GOOD CONDITION.
 KG0315
 KG0315                          STATION RECOVERY (1975)
 KG0315
 KG0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KG0315'MARK NOT FOUND.
 KG0315
 KG0315                          STATION RECOVERY (2006)
 KG0315
 KG0315'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0699 ***********************************************************************
 KF0699  DESIGNATION -  A 12 12 5 E
 KF0699  PID         -  KF0699
 KF0699  STATE/COUNTY-  KS/GEARY
 KF0699  USGS QUAD   -  JUNCTION CITY (1982)
 KF0699
 KF0699                         *CURRENT SURVEY CONTROL
 KF0699  ___________________________________________________________________
 KF0699* NAD 83(1986)-  39 00 55.     (N)    096 49 53.     (W)     SCALED    
 KF0699* NAVD 88     -       338.964  (meters)    1112.08   (feet)  ADJUSTED  
 KF0699  ___________________________________________________________________
 KF0699  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 KF0699  DYNAMIC HT  -         338.729 (meters)    1111.31  (feet)  COMP
 KF0699  MODELED GRAV-     979,927.8   (mgal)                       NAVD 88
 KF0699
 KF0699  VERT ORDER  -  FIRST     CLASS II
 KF0699
 KF0699.The horizontal coordinates were scaled from a topographic map and have
 KF0699.an estimated accuracy of +/- 6 seconds.
 KF0699
 KF0699.The orthometric height was determined by differential leveling
 KF0699.and adjusted by the National Geodetic Survey in June 1991..
 KF0699
 KF0699.The geoid height was determined by GEOID03.
 KF0699
 KF0699.The dynamic height is computed by dividing the NAVD 88
 KF0699.geopotential number by the normal gravity value computed on the
 KF0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0699.degrees latitude (g = 980.6199 gals.).
 KF0699
 KF0699.The modeled gravity was interpolated from observed gravity values.
 KF0699
 KF0699;                    North         East    Units  Estimated Accuracy
 KF0699;SPC KS N     -    76,360.      501,200.      MT  (+/- 180 meters Scaled)
 KF0699
 KF0699                          SUPERSEDED SURVEY CONTROL
 KF0699
 KF0699  NGVD 29 (??/??/92)  338.852  (m)         1111.72   (f) ADJ UNCH    1 2
 KF0699
 KF0699.Superseded values are not recommended for survey control.
 KF0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0699.See file dsdata.txt to determine how the superseded data were derived.
 KF0699
 KF0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ877207(NAD 83)
 KF0699_MARKER: DD = SURVEY DISK
 KF0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0699_SP_SET: CONCRETE POST
 KF0699_STAMPING: A 12 12-5E
 KF0699_MARK LOGO: KSGS  
 KF0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0699+STABILITY: SURFACE MOTION
 KF0699
 KF0699  HISTORY     - Date     Condition        Report By
 KF0699  HISTORY     - UNK      MONUMENTED       CGS
 KF0699  HISTORY     - 1935     GOOD             NGS
 KF0699  HISTORY     - 1968     MARK NOT FOUND   NGS
 KF0699  HISTORY     - 1986     GOOD             NGS
 KF0699
 KF0699                          STATION DESCRIPTION
 KF0699
 KF0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KF0699'AT JUNCTION CITY.
 KF0699'IN JUNCTION CITY IN FRONT OF HOSPITAL IN MANHOLE WITH 8 INCH
 KF0699'COVER.  MARK IS 2 YDS. W. OF W. CURB OF S. JEFFERSON ST. AND
 KF0699'21 YDS. S. OF S. CURB OF ASH ST.
 KF0699
 KF0699                          STATION RECOVERY (1968)
 KF0699
 KF0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KF0699'MARK NOT FOUND.
 KF0699
 KF0699                          STATION RECOVERY (1986)
 KF0699
 KF0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0699'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 KF0699'HOSPITAL MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW THE DREILING
 KF0699'ARMS APARTMENTS AND THE MANHOLE COVER IS 4-INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0122 ***********************************************************************
 KF0122  DESIGNATION -  A 120
 KF0122  PID         -  KF0122
 KF0122  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0122  USGS QUAD   -  EMMETT (1978)
 KF0122
 KF0122                         *CURRENT SURVEY CONTROL
 KF0122  ___________________________________________________________________
 KF0122* NAD 83(1986)-  39 16 30.     (N)    096 01 00.     (W)     SCALED    
 KF0122* NAVD 88     -       302.935  (meters)     993.88   (feet)  ADJUSTED  
 KF0122  ___________________________________________________________________
 KF0122  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 KF0122  DYNAMIC HT  -         302.741 (meters)     993.24  (feet)  COMP
 KF0122  MODELED GRAV-     979,981.2   (mgal)                       NAVD 88
 KF0122
 KF0122  VERT ORDER  -  SECOND    CLASS 0
 KF0122
 KF0122.The horizontal coordinates were scaled from a topographic map and have
 KF0122.an estimated accuracy of +/- 6 seconds.
 KF0122
 KF0122.The orthometric height was determined by differential leveling
 KF0122.and adjusted by the National Geodetic Survey in June 1991..
 KF0122
 KF0122.The geoid height was determined by GEOID03.
 KF0122
 KF0122.The dynamic height is computed by dividing the NAVD 88
 KF0122.geopotential number by the normal gravity value computed on the
 KF0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0122.degrees latitude (g = 980.6199 gals.).
 KF0122
 KF0122.The modeled gravity was interpolated from observed gravity values.
 KF0122
 KF0122;                    North         East    Units  Estimated Accuracy
 KF0122;SPC KS N     -   106,410.      571,120.      MT  (+/- 180 meters Scaled)
 KF0122
 KF0122                          SUPERSEDED SURVEY CONTROL
 KF0122
 KF0122  NGVD 29 (??/??/92)  302.828  (m)          993.53   (f) ADJ UNCH    2 0
 KF0122
 KF0122.Superseded values are not recommended for survey control.
 KF0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0122.See file dsdata.txt to determine how the superseded data were derived.
 KF0122
 KF0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ573515(NAD 83)
 KF0122_MARKER: Z = SEE DESCRIPTION
 KF0122_SETTING: 0 = UNSPECIFIED SETTING
 KF0122_STAMPING: A 120 1934
 KF0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0122
 KF0122  HISTORY     - Date     Condition        Report By
 KF0122  HISTORY     - 1934     MONUMENTED       CGS
 KF0122  HISTORY     - 1950     GOOD             NGS
 KF0122
 KF0122                          STATION DESCRIPTION
 KF0122
 KF0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KF0122'3 MI SE FROM EMMETT.
 KF0122'3.0 MILES SE ALONG THE UNION PACIFIC RAILROAD, 48 FEET NORTHEAST
 KF0122'OF THE CENTER ON TRACK, 47 FEET NORTHWEST OF MILEPOST 19 1/2,
 KF0122'38 FEET WEST OF THE CENTER OF ROAD, 4 FEET SOUTH OF POWER POLE,
 KF0122'3 FEET NORTHWEST OF FENCE CORNER, 1 FOOT SOUTHWEST OF RAILROAD
 KF0122'RIGHT-OF-WAY FENCE CORNER AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0775 ***********************************************************************
 KE0775  DESIGNATION -  A 121 RESET
 KE0775  PID         -  KE0775
 KE0775  STATE/COUNTY-  KS/SHAWNEE
 KE0775  USGS QUAD   -  TOPEKA (1983)
 KE0775
 KE0775                         *CURRENT SURVEY CONTROL
 KE0775  ___________________________________________________________________
 KE0775* NAD 83(1986)-  39 03 31.     (N)    095 40 13.     (W)     SCALED    
 KE0775* NAVD 88     -       270.547  (meters)     887.62   (feet)  ADJUSTED  
 KE0775  ___________________________________________________________________
 KE0775  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KE0775  DYNAMIC HT  -         270.371 (meters)     887.04  (feet)  COMP
 KE0775  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 KE0775
 KE0775  VERT ORDER  -  FIRST     CLASS II
 KE0775
 KE0775.The horizontal coordinates were scaled from a topographic map and have
 KE0775.an estimated accuracy of +/- 6 seconds.
 KE0775
 KE0775.The orthometric height was determined by differential leveling
 KE0775.and adjusted by the National Geodetic Survey in June 1991..
 KE0775
 KE0775.The geoid height was determined by GEOID03.
 KE0775
 KE0775.The dynamic height is computed by dividing the NAVD 88
 KE0775.geopotential number by the normal gravity value computed on the
 KE0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0775.degrees latitude (g = 980.6199 gals.).
 KE0775
 KE0775.The modeled gravity was interpolated from observed gravity values.
 KE0775
 KE0775;                    North         East    Units  Estimated Accuracy
 KE0775;SPC KS N     -    83,110.      601,620.      MT  (+/- 180 meters Scaled)
 KE0775
 KE0775                          SUPERSEDED SURVEY CONTROL
 KE0775
 KE0775  NGVD 29 (??/??/??)  270.44   (m)          887.3    (f) RESET       3  
 KE0775
 KE0775.Superseded values are not recommended for survey control.
 KE0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0775.See file dsdata.txt to determine how the superseded data were derived.
 KE0775
 KE0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD689266(NAD 83)
 KE0775_MARKER: DB = BENCH MARK DISK
 KE0775_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KE0775+WITH SETTING: PAVEMENT
 KE0775_SP_SET: BANNISTER
 KE0775_STAMPING: A 121 RESET 1943
 KE0775_MARK LOGO: CGS   
 KE0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0775+STABILITY: SURFACE MOTION
 KE0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0775+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 KE0775
 KE0775  HISTORY     - Date     Condition        Report By
 KE0775  HISTORY     - 1943     MONUMENTED       CGS
 KE0775  HISTORY     - 1986     GOOD             NGS
 KE0775  HISTORY     - 20051126 GOOD             GEOCAC
 KE0775
 KE0775                          STATION DESCRIPTION
 KE0775
 KE0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 KE0775'AT TOPEKA.
 KE0775'AT TOPEKA, SHAWNEE COUNTY, AT THE NORTHWEST CORNER OF FIRST
 KE0775'STREET AND KANSAS AVENUE, AT THE EAST FACE OF A BRICK BUILDING,
 KE0775'42.7 FEET NORTH OF THE SOUTHEAST CORNER, 7.8 FEET SOUTH OF THE
 KE0775'CENTER OF A DOUBLE DOOR, 19 FEET WEST OF THE WEST CURB OF
 KE0775'KANSAS AVENUE, 1.7 FEET EAST OF THE FACE OF THE WALL, AND IN
 KE0775'THE TOP OF THE STONE DOOR SILL.  A STANDARD DISK, STAMPED A
 KE0775'121 RESET 1943.
 KE0775
 KE0775                          STATION RECOVERY (1986)
 KE0775
 KE0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0775'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE--IN
 KE0775'THE TOP OF A STONE DOOR SILL.  ADD--IN THE WEST END OF THE SOUTH
 KE0775'BANNISTER AT THE EAST ENTRANCE TO THE TOPEKA TEST LABORATORIES
 KE0775'BUILDING AT 101 NORTH KANSAS STREET.
 KE0775
 KE0775                          STATION RECOVERY (2005)
 KE0775
 KE0775'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0775'HH2 (NAD83) N39 03 32.8 W95 40 13.4
 KE0775' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1652 ***********************************************************************
 KE1652  DESIGNATION -  A 122 RESET
 KE1652  PID         -  KE1652
 KE1652  STATE/COUNTY-  KS/ATCHISON
 KE1652  USGS QUAD   -  ATCHISON EAST (1984)
 KE1652
 KE1652                         *CURRENT SURVEY CONTROL
 KE1652  ___________________________________________________________________
 KE1652* NAD 83(1986)-  39 33 40.     (N)    095 07 01.     (W)     SCALED    
 KE1652* NAVD 88     -       244.014  (meters)     800.57   (feet)  ADJUSTED  
 KE1652  ___________________________________________________________________
 KE1652  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KE1652  DYNAMIC HT  -         243.867 (meters)     800.09  (feet)  COMP
 KE1652  MODELED GRAV-     980,018.7   (mgal)                       NAVD 88
 KE1652
 KE1652  VERT ORDER  -  FIRST     CLASS II
 KE1652
 KE1652.The horizontal coordinates were scaled from a topographic map and have
 KE1652.an estimated accuracy of +/- 6 seconds.
 KE1652
 KE1652.The orthometric height was determined by differential leveling
 KE1652.and adjusted by the National Geodetic Survey in June 1991..
 KE1652
 KE1652.The geoid height was determined by GEOID03.
 KE1652
 KE1652.The dynamic height is computed by dividing the NAVD 88
 KE1652.geopotential number by the normal gravity value computed on the
 KE1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1652.degrees latitude (g = 980.6199 gals.).
 KE1652
 KE1652.The modeled gravity was interpolated from observed gravity values.
 KE1652
 KE1652;                    North         East    Units  Estimated Accuracy
 KE1652;SPC KS N     -   140,240.      647,720.      MT  (+/- 180 meters Scaled)
 KE1652
 KE1652                          SUPERSEDED SURVEY CONTROL
 KE1652
 KE1652.No superseded survey control is available for this station.
 KE1652
 KE1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD181811(NAD 83)
 KE1652_MARKER: DV = VERTICAL CONTROL DISK
 KE1652_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KE1652_SP_SET: SIDEWALK
 KE1652_STAMPING: A 122 RESET 1966
 KE1652_MARK LOGO: CGS   
 KE1652_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1652+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1989
 KE1652
 KE1652  HISTORY     - Date     Condition        Report By
 KE1652  HISTORY     - 1966     MONUMENTED       CGS
 KE1652  HISTORY     - 19890912 GOOD             NGS
 KE1652  HISTORY     - 20050712 MARK NOT FOUND   GEOCAC
 KE1652
 KE1652                          STATION DESCRIPTION
 KE1652
 KE1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1652'IN ATCHISON, AT THE INTERSECTION OF THIRD AND MAIN STREETS, IN THE
 KE1652'SOUTHWEST CORNER OF A CONCRETE SIDEWALK, 40.0 M (131.2 FT) WEST OF
 KE1652'THE CENTER OF THIRD STREET, 34.0 M (111.5 FT) NORTH OF THE CENTER OF
 KE1652'MAIN STREET, 6.0 M (19.7 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 KE1652'STUCCO BUILDING, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF AN ASPHALT
 KE1652'PARKING LOT.
 KE1652
 KE1652                          STATION RECOVERY (2005)
 KE1652
 KE1652'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 KE1652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0660 ***********************************************************************
 KE0660  DESIGNATION -  A 123 RESET
 KE0660  PID         -  KE0660
 KE0660  STATE/COUNTY-  KS/JEFFERSON
 KE0660  USGS QUAD   -  OSKALOOSA (1974)
 KE0660
 KE0660                         *CURRENT SURVEY CONTROL
 KE0660  ___________________________________________________________________
 KE0660* NAD 83(1986)-  39 12 35.     (N)    095 18 38.     (W)     SCALED    
 KE0660* NAVD 88     -       343.08   (+/-2cm)    1125.6    (feet)  VERTCON   
 KE0660  ___________________________________________________________________
 KE0660  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KE0660
 KE0660  VERT ORDER  -  THIRD (See Below)
 KE0660
 KE0660.The horizontal coordinates were scaled from a topographic map and have
 KE0660.an estimated accuracy of +/- 6 seconds.
 KE0660
 KE0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE0660.The vertical order pertains to the NGVD 29 superseded value.
 KE0660
 KE0660.The geoid height was determined by GEOID03.
 KE0660
 KE0660;                    North         East    Units  Estimated Accuracy
 KE0660;SPC KS N     -   100,740.      632,240.      MT  (+/- 180 meters Scaled)
 KE0660
 KE0660                          SUPERSEDED SURVEY CONTROL
 KE0660
 KE0660  NGVD 29 (??/??/??)  342.99   (m)         1125.3    (f) RESET       3  
 KE0660
 KE0660.Superseded values are not recommended for survey control.
 KE0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0660.See file dsdata.txt to determine how the superseded data were derived.
 KE0660
 KE0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD005425(NAD 83)
 KE0660_MARKER: DD = SURVEY DISK
 KE0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0660_STAMPING: A 123 RESET 1954
 KE0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0660+STABILITY: SURFACE MOTION
 KE0660
 KE0660  HISTORY     - Date     Condition        Report By
 KE0660  HISTORY     - 1954     MONUMENTED       KSHC
 KE0660  HISTORY     - 20011127 MARK NOT FOUND   INDIV
 KE0660
 KE0660                          STATION DESCRIPTION
 KE0660
 KE0660'DESCRIBED BY KS HIGHWAY COMM 1954
 KE0660'AT OSKALOOSA.
 KE0660'AT OSKALOOSA, JEFFERSON COUNTY, AT THE SOUTH CITY LIMIT, AT
 KE0660'THE INTERSECTION OF U.S. HIGHWAY 59 AND LAWRENCE STREET, 71.5
 KE0660'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 82.0 FEET
 KE0660'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A SHELL SERVICE
 KE0660'STATION, 37.4 FEET EAST OF THE CENTERLINE OF THE PAVEMENT ON
 KE0660'THE HIGHWAY, 14.90 FEET BACK OF THE EAST CURB, 6.75 FEET NORTH
 KE0660'OF A 30 INCH COTTONWOOD TREE, 6.4 FEET WEST-SOUTHWEST OF A
 KE0660'38 INCH TREE OF PARADISE, AND 4.55 FEET SOUTH OF A POWER LINE
 KE0660'POLE.  A STATE SURVEY STANDARD DISK, STAMPED A 123 RESET 1954
 KE0660'AND SET IN THE TOP OF A CONCRETE POST 0.6 FOOT ABOVE GROUND.
 KE0660
 KE0660                          STATION RECOVERY (2001)
 KE0660
 KE0660'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 KE0660'MARK NOT FOUND, APPEARS TO HAVE BEEN DESTROYED BY CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0302 ***********************************************************************
 KE0302  DESIGNATION -  A 124
 KE0302  PID         -  KE0302
 KE0302  STATE/COUNTY-  KS/LEAVENWORTH
 KE0302  USGS QUAD   -  LEAVENWORTH (1984)
 KE0302
 KE0302                         *CURRENT SURVEY CONTROL
 KE0302  ___________________________________________________________________
 KE0302* NAD 83(1986)-  39 19 00.     (N)    094 54 32.     (W)     SCALED    
 KE0302* NAVD 88     -       232.717  (meters)     763.51   (feet)  ADJUSTED  
 KE0302  ___________________________________________________________________
 KE0302  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KE0302  DYNAMIC HT  -         232.570 (meters)     763.02  (feet)  COMP
 KE0302  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 KE0302
 KE0302  VERT ORDER  -  FIRST     CLASS II
 KE0302
 KE0302.The horizontal coordinates were scaled from a topographic map and have
 KE0302.an estimated accuracy of +/- 6 seconds.
 KE0302
 KE0302.The orthometric height was determined by differential leveling
 KE0302.and adjusted by the National Geodetic Survey in June 1991..
 KE0302
 KE0302.The geoid height was determined by GEOID03.
 KE0302
 KE0302.The dynamic height is computed by dividing the NAVD 88
 KE0302.geopotential number by the normal gravity value computed on the
 KE0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0302.degrees latitude (g = 980.6199 gals.).
 KE0302
 KE0302.The modeled gravity was interpolated from observed gravity values.
 KE0302
 KE0302;                    North         East    Units  Estimated Accuracy
 KE0302;SPC KS N     -   113,710.      666,510.      MT  (+/- 180 meters Scaled)
 KE0302
 KE0302                          SUPERSEDED SURVEY CONTROL
 KE0302
 KE0302  NGVD 29 (??/??/92)  232.631  (m)          763.22   (f) ADJ UNCH    1 2
 KE0302
 KE0302.Superseded values are not recommended for survey control.
 KE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0302.See file dsdata.txt to determine how the superseded data were derived.
 KE0302
 KE0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD354536(NAD 83)
 KE0302_MARKER: DB = BENCH MARK DISK
 KE0302_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0302_SP_SET: ABUTMENT
 KE0302_STAMPING: A 124 1934
 KE0302_MARK LOGO: CGS   
 KE0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0302+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989
 KE0302
 KE0302  HISTORY     - Date     Condition        Report By
 KE0302  HISTORY     - 1934     MONUMENTED       CGS
 KE0302  HISTORY     - 1951     GOOD             NGS
 KE0302  HISTORY     - 19890822 GOOD             NGS
 KE0302  HISTORY     - 20050704 GOOD             GEOCAC
 KE0302
 KE0302                          STATION DESCRIPTION
 KE0302
 KE0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0302'AT LEAVENWORTH.
 KE0302'AT LEAVENWORTH, LEAVENWORTH COUNTY, ON THE UNION PACIFIC
 KE0302'RAILROAD, AT THE WEST END OF THE BRIDGE OVER MISSOURI RIVER,
 KE0302'AT THE NORTH END OF THE TOP STONE OF THE WEST ABUTMENT, 1
 KE0302'FOOT SOUTH OF THE NORTH EDGE, AND 8.4 FEET BELOW THE TOP OF
 KE0302'THE RAIL.  A STANDARD DISK, STAMPED A 124 1934.
 KE0302
 KE0302                          STATION RECOVERY (1989)
 KE0302
 KE0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0302'RECOVERED IN GOOD CONDITION.
 KE0302
 KE0302                          STATION RECOVERY (2005)
 KE0302
 KE0302'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0302'THE RAILROAD BRIDGE WAS REMOVED IN THE MID-EIGHTIES.
 KE0302' 
 KE0302'HANDHELD GPS COORDINATES N39 19 01.3 W94 54 29.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1248 ***********************************************************************
 JE1248  DESIGNATION -  A 13
 JE1248  PID         -  JE1248
 JE1248  STATE/COUNTY-  KS/OSAGE
 JE1248  USGS QUAD   -  OSAGE CITY (1971)
 JE1248
 JE1248                         *CURRENT SURVEY CONTROL
 JE1248  ___________________________________________________________________
 JE1248* NAD 83(1986)-  38 42 07.     (N)    095 49 26.     (W)     SCALED    
 JE1248* NAVD 88     -       321.129  (meters)    1053.57   (feet)  ADJUSTED  
 JE1248  ___________________________________________________________________
 JE1248  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JE1248  DYNAMIC HT  -         320.906 (meters)    1052.84  (feet)  COMP
 JE1248  MODELED GRAV-     979,924.7   (mgal)                       NAVD 88
 JE1248
 JE1248  VERT ORDER  -  FIRST     CLASS II
 JE1248
 JE1248.The horizontal coordinates were scaled from a topographic map and have
 JE1248.an estimated accuracy of +/- 6 seconds.
 JE1248
 JE1248.The orthometric height was determined by differential leveling
 JE1248.and adjusted by the National Geodetic Survey in June 1991..
 JE1248
 JE1248.The geoid height was determined by GEOID03.
 JE1248
 JE1248.The dynamic height is computed by dividing the NAVD 88
 JE1248.geopotential number by the normal gravity value computed on the
 JE1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1248.degrees latitude (g = 980.6199 gals.).
 JE1248
 JE1248.The modeled gravity was interpolated from observed gravity values.
 JE1248
 JE1248;                    North         East    Units  Estimated Accuracy
 JE1248;SPC KS S     -   629,240.      632,770.      MT  (+/- 180 meters Scaled)
 JE1248
 JE1248                          SUPERSEDED SURVEY CONTROL
 JE1248
 JE1248  NGVD 29 (??/??/92)  320.990  (m)         1053.11   (f) ADJ UNCH    1 2
 JE1248
 JE1248.Superseded values are not recommended for survey control.
 JE1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1248.See file dsdata.txt to determine how the superseded data were derived.
 JE1248
 JE1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC544874(NAD 83)
 JE1248_MARKER: DB = BENCH MARK DISK
 JE1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1248_STAMPING: A 13 1933
 JE1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1248+STABILITY: SURFACE MOTION
 JE1248
 JE1248  HISTORY     - Date     Condition        Report By
 JE1248  HISTORY     - 1933     MONUMENTED       CGS
 JE1248  HISTORY     - 1960     GOOD             NGS
 JE1248  HISTORY     - 1960     GOOD             USGS
 JE1248
 JE1248                          STATION DESCRIPTION
 JE1248
 JE1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JE1248'3.2 MI S FROM BURLINGAME.
 JE1248'3.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA, SANTA FE RAILWAY
 JE1248'FROM THE STATION AT BURLINGAME, OSAGE COUNTY, 10 POLES SOUTH OF
 JE1248'MILEPOST 80, AT THE CROSSING OF AN EAST-AND-WEST SECTION-LINE
 JE1248'ROAD, 39 FEET WEST OF THE WEST RAIL, 25 FEET NORTH OF THE
 JE1248'CENTERLINE OF THE SECTION-LINE ROAD, 19 FEET EAST OF THE
 JE1248'CENTERLINE OF A FARM ROAD PARALLELING THE TRACK, AND 7.4 FEET
 JE1248'EAST OF THE RIGHT-OF-WAY WIRE FENCE.  A STANDARD DISK, STAMPED
 JE1248'A 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JE1248'INCHES ABOVE GROUND.
 JE1248
 JE1248                          STATION RECOVERY (1960)
 JE1248
 JE1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JE1248'RECOVERED IN GOOD CONDITION.
 JE1248
 JE1248                          STATION RECOVERY (1960)
 JE1248
 JE1248'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JE1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0826 ***********************************************************************
 HF0826  DESIGNATION -  A 14
 HF0826  PID         -  HF0826
 HF0826  STATE/COUNTY-  KS/SUMNER
 HF0826  USGS QUAD   -  CALDWELL (1971)
 HF0826
 HF0826                         *CURRENT SURVEY CONTROL
 HF0826  ___________________________________________________________________
 HF0826* NAD 83(1986)-  37 00 34.     (N)    097 36 11.     (W)     SCALED    
 HF0826* NAVD 88     -       347.896  (meters)    1141.39   (feet)  ADJUSTED  
 HF0826  ___________________________________________________________________
 HF0826  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HF0826  DYNAMIC HT  -         347.605 (meters)    1140.43  (feet)  COMP
 HF0826  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 HF0826
 HF0826  VERT ORDER  -  FIRST     CLASS II
 HF0826
 HF0826.The horizontal coordinates were scaled from a topographic map and have
 HF0826.an estimated accuracy of +/- 6 seconds.
 HF0826
 HF0826.The orthometric height was determined by differential leveling
 HF0826.and adjusted by the National Geodetic Survey in June 1991..
 HF0826
 HF0826.The geoid height was determined by GEOID03.
 HF0826
 HF0826.The dynamic height is computed by dividing the NAVD 88
 HF0826.geopotential number by the normal gravity value computed on the
 HF0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0826.degrees latitude (g = 980.6199 gals.).
 HF0826
 HF0826.The modeled gravity was interpolated from observed gravity values.
 HF0826
 HF0826;                    North         East    Units  Estimated Accuracy
 HF0826;SPC KS S     -   438,430.      479,830.      MT  (+/- 180 meters Scaled)
 HF0826
 HF0826                          SUPERSEDED SURVEY CONTROL
 HF0826
 HF0826  NGVD 29 (??/??/92)  347.789  (m)         1141.04   (f) ADJ UNCH    1 2
 HF0826
 HF0826.Superseded values are not recommended for survey control.
 HF0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0826.See file dsdata.txt to determine how the superseded data were derived.
 HF0826
 HF0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF242968(NAD 83)
 HF0826_MARKER: DB = BENCH MARK DISK
 HF0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0826_STAMPING: A 14 1933
 HF0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0826+STABILITY: SURFACE MOTION
 HF0826
 HF0826  HISTORY     - Date     Condition        Report By
 HF0826  HISTORY     - 1933     MONUMENTED       CGS
 HF0826
 HF0826                          STATION DESCRIPTION
 HF0826
 HF0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0826'1.5 MI S FROM CALDWELL.
 HF0826'ABOUT 1.5 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0826'RAILWAY FROM THE STATION AT CALDWELL, SUMNER COUNTY, ABOUT 9
 HF0826'YARDS NORTH OF POLE 296+03, ABOUT 15 YARDS WEST OF THE CENTER
 HF0826'LINE OF THE TRACK, AND AT A FENCE LINE.  A STANDARD DISK, STAMPED
 HF0826'A 14 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0166 ***********************************************************************
 HF0166  DESIGNATION -  A 15
 HF0166  PID         -  HF0166
 HF0166  STATE/COUNTY-  KS/COWLEY
 HF0166  USGS QUAD   -  SILVERDALE (1965)
 HF0166
 HF0166                         *CURRENT SURVEY CONTROL
 HF0166  ___________________________________________________________________
 HF0166* NAD 83(1986)-  37 01 17.     (N)    096 54 47.     (W)     SCALED    
 HF0166* NAVD 88     -       332.544  (meters)    1091.02   (feet)  ADJUSTED  
 HF0166  ___________________________________________________________________
 HF0166  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 HF0166  DYNAMIC HT  -         332.264 (meters)    1090.10  (feet)  COMP
 HF0166  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 HF0166
 HF0166  VERT ORDER  -  FIRST     CLASS II
 HF0166
 HF0166.The horizontal coordinates were scaled from a topographic map and have
 HF0166.an estimated accuracy of +/- 6 seconds.
 HF0166
 HF0166.The orthometric height was determined by differential leveling
 HF0166.and adjusted by the National Geodetic Survey in June 1991..
 HF0166
 HF0166.The geoid height was determined by GEOID03.
 HF0166
 HF0166.The dynamic height is computed by dividing the NAVD 88
 HF0166.geopotential number by the normal gravity value computed on the
 HF0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0166.degrees latitude (g = 980.6199 gals.).
 HF0166
 HF0166.The modeled gravity was interpolated from observed gravity values.
 HF0166
 HF0166;                    North         East    Units  Estimated Accuracy
 HF0166;SPC KS S     -   440,570.      541,220.      MT  (+/- 180 meters Scaled)
 HF0166
 HF0166                          SUPERSEDED SURVEY CONTROL
 HF0166
 HF0166  NGVD 29 (??/??/92)  332.426  (m)         1090.63   (f) ADJ UNCH    1 2
 HF0166
 HF0166.Superseded values are not recommended for survey control.
 HF0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0166.See file dsdata.txt to determine how the superseded data were derived.
 HF0166
 HF0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF856992(NAD 83)
 HF0166_MARKER: DB = BENCH MARK DISK
 HF0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0166_STAMPING: A 15 1933
 HF0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0166+STABILITY: SURFACE MOTION
 HF0166
 HF0166  HISTORY     - Date     Condition        Report By
 HF0166  HISTORY     - 1933     MONUMENTED       CGS
 HF0166  HISTORY     - 1943     GOOD             LOCSUR
 HF0166
 HF0166                          STATION DESCRIPTION
 HF0166
 HF0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0166'1.8 MI W FROM SILVERDALE.
 HF0166'ABOUT 1.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0166'SILVERDALE, COWLEY COUNTY, ABOUT 10-1/2 POLES WEST OF MILEPOST
 HF0166'515, 30 FEET EAST OF A ROAD CROSSING, AND 35 FEET NORTH
 HF0166'OF THE TRACK.  A STANDARD DISK, STAMPED A 15 1933 AND SET
 HF0166'IN THE TOP OF A CONCRETE POST.
 HF0166
 HF0166                          STATION RECOVERY (1943)
 HF0166
 HF0166'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 HF0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LJ0254 ***********************************************************************
 LJ0254  DESIGNATION -  A 150
 LJ0254  PID         -  LJ0254
 LJ0254  STATE/COUNTY-  KS/CHEYENNE
 LJ0254  USGS QUAD   -  HAIGLER (1961)
 LJ0254
 LJ0254                         *CURRENT SURVEY CONTROL
 LJ0254  ___________________________________________________________________
 LJ0254* NAD 83(1986)-  40 00 10.     (N)    101 56 07.     (W)     SCALED    
 LJ0254* NAVD 88     -      1026.294  (meters)    3367.10   (feet)  ADJUSTED  
 LJ0254  ___________________________________________________________________
 LJ0254  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 LJ0254  DYNAMIC HT  -        1025.529 (meters)    3364.59  (feet)  COMP
 LJ0254  MODELED GRAV-     979,845.7   (mgal)                       NAVD 88
 LJ0254
 LJ0254  VERT ORDER  -  SECOND    CLASS 0
 LJ0254
 LJ0254.The horizontal coordinates were scaled from a topographic map and have
 LJ0254.an estimated accuracy of +/- 6 seconds.
 LJ0254
 LJ0254.The orthometric height was determined by differential leveling
 LJ0254.and adjusted by the National Geodetic Survey in June 1991..
 LJ0254
 LJ0254.The geoid height was determined by GEOID03.
 LJ0254
 LJ0254.The dynamic height is computed by dividing the NAVD 88
 LJ0254.geopotential number by the normal gravity value computed on the
 LJ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LJ0254.degrees latitude (g = 980.6199 gals.).
 LJ0254
 LJ0254.The modeled gravity was interpolated from observed gravity values.
 LJ0254
 LJ0254;                    North         East    Units  Estimated Accuracy
 LJ0254;SPC KS N     -   192,640.       64,060.      MT  (+/- 180 meters Scaled)
 LJ0254
 LJ0254                          SUPERSEDED SURVEY CONTROL
 LJ0254
 LJ0254  NGVD 29 (??/??/92) 1025.841  (m)         3365.61   (f) ADJ UNCH    2 0
 LJ0254
 LJ0254.Superseded values are not recommended for survey control.
 LJ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0254.See file dsdata.txt to determine how the superseded data were derived.
 LJ0254
 LJ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK494321(NAD 83)
 LJ0254_MARKER: DB = BENCH MARK DISK
 LJ0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0254_STAMPING: A 150 1934
 LJ0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0254+STABILITY: SURFACE MOTION
 LJ0254
 LJ0254  HISTORY     - Date     Condition        Report By
 LJ0254  HISTORY     - 1934     MONUMENTED       CGS
 LJ0254
 LJ0254                          STATION DESCRIPTION
 LJ0254
 LJ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LJ0254'1 MI S FROM HAIGLER.
 LJ0254'1.0 MILES SOUTH OF BURLINGTON STATION AT HAIGLER, AT
 LJ0254'NEBRASKA-KANSAS STATE LINE.  0.1 MILE SOUTH OF SOUTHWEST
 LJ0254'CORNER OF GRAVE-YARD.  100 FEET EAST OF SERVICE STATION, 46
 LJ0254'FEET EAST OF CENTERLINE OF STATE HIGHWAY 27, 7 FEET
 LJ0254'SOUTH OF GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LJ0255 ***********************************************************************
 LJ0255  DESIGNATION -  A 150 RESET
 LJ0255  PID         -  LJ0255
 LJ0255  STATE/COUNTY-  KS/CHEYENNE
 LJ0255  USGS QUAD   -  HAIGLER (1961)
 LJ0255
 LJ0255                         *CURRENT SURVEY CONTROL
 LJ0255  ___________________________________________________________________
 LJ0255* NAD 83(1986)-  40 00 10.     (N)    101 56 07.     (W)     SCALED    
 LJ0255* NAVD 88     -      1025.72   (meters)    3365.2    (feet)  RESET     
 LJ0255  ___________________________________________________________________
 LJ0255  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 LJ0255
 LJ0255  VERT ORDER  -  THIRD
 LJ0255
 LJ0255.The horizontal coordinates were scaled from a topographic map and have
 LJ0255.an estimated accuracy of +/- 6 seconds.
 LJ0255
 LJ0255.The orthometric height was computed from unverified reset data.
 LJ0255.No vertical observational check was made to the station.
 LJ0255
 LJ0255.The geoid height was determined by GEOID03.
 LJ0255
 LJ0255;                    North         East    Units  Estimated Accuracy
 LJ0255;SPC KS N     -   192,640.       64,060.      MT  (+/- 180 meters Scaled)
 LJ0255
 LJ0255                          SUPERSEDED SURVEY CONTROL
 LJ0255
 LJ0255  NGVD 29 (??/??/??) 1025.26   (m)         3363.7    (f) RESET       3  
 LJ0255
 LJ0255.Superseded values are not recommended for survey control.
 LJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0255.See file dsdata.txt to determine how the superseded data were derived.
 LJ0255
 LJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TKK494321(NAD 83)
 LJ0255_MARKER: DB = BENCH MARK DISK
 LJ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LJ0255_STAMPING: A 150 RESET 1935
 LJ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LJ0255+STABILITY: SURFACE MOTION
 LJ0255
 LJ0255  HISTORY     - Date     Condition        Report By
 LJ0255  HISTORY     - 1935     MONUMENTED       NEDR
 LJ0255  HISTORY     - 1948     MARK NOT FOUND   NGS
 LJ0255
 LJ0255                          STATION DESCRIPTION
 LJ0255
 LJ0255'DESCRIBED BY NEBRASKA ROADS DEPARTMENT 1935
 LJ0255'1 MI S FROM HAIGLER.
 LJ0255'36.6 FEET NORTH AND 24.6 FEET EAST OF BENCH MARK A 150 WHICH
 LJ0255'WAS DESCRIBED AS FOLLOWS-- IN CHEYENNE COUNTY, KANSAS, 1.0
 LJ0255'MILE SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO, BURLINGTON
 LJ0255'AND QUINCY RAILROAD STATION AT HAIGLER, DUNDY COUNTY, NEBRASKA,
 LJ0255'AT THE NEBRASKA-KANSAS STATE LINE, 0.1 MILE SOUTH OF THE SOUTHWEST
 LJ0255'CORNER OF A CEMETERY, 100 FEET EAST OF A SERVICE STATION, 46 FEET
 LJ0255'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 7 FEET SOUTH OF THE
 LJ0255'CENTER OF A GATE.  A STANDARD DISK, STAMPED A 150 RESET 1935 AND
 LJ0255'SET IN THE TOP OF A CONCRETE POST.
 LJ0255
 LJ0255                          STATION RECOVERY (1948)
 LJ0255
 LJ0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LJ0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0502 ***********************************************************************
 KH0502  DESIGNATION -  A 150 RESET
 KH0502  PID         -  KH0502
 KH0502  STATE/COUNTY-  KS/CHEYENNE
 KH0502  USGS QUAD   -  ST FRANCIS NW (1978)
 KH0502
 KH0502                         *CURRENT SURVEY CONTROL
 KH0502  ___________________________________________________________________
 KH0502* NAD 83(1986)-  39 59 58.     (N)    101 56 07.     (W)     SCALED    
 KH0502* NAVD 88     -      1025.86   (+/-2cm)    3365.7    (feet)  VERTCON   
 KH0502  ___________________________________________________________________
 KH0502  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 KH0502
 KH0502  VERT ORDER  -  ? (See Below)
 KH0502
 KH0502.The horizontal coordinates were scaled from a topographic map and have
 KH0502.an estimated accuracy of +/- 6 seconds.
 KH0502
 KH0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0502.The vertical order pertains to the NGVD 29 superseded value.
 KH0502
 KH0502.The geoid height was determined by GEOID03.
 KH0502
 KH0502;                    North         East    Units  Estimated Accuracy
 KH0502;SPC KS N     -   192,270.       64,040.      MT  (+/- 180 meters Scaled)
 KH0502
 KH0502                          SUPERSEDED SURVEY CONTROL
 KH0502
 KH0502  NGVD 29 (??/??/92) 1025.40   (m)         3364.2    (f) ADJ UNCH    ?  
 KH0502
 KH0502.Superseded values are not recommended for survey control.
 KH0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0502.See file dsdata.txt to determine how the superseded data were derived.
 KH0502
 KH0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK494318(NAD 83)
 KH0502_MARKER: DB = BENCH MARK DISK
 KH0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0502_STAMPING: A 150 RESET 1935
 KH0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0502+STABILITY: SURFACE MOTION
 KH0502
 KH0502  HISTORY     - Date     Condition        Report By
 KH0502  HISTORY     - 1935     MONUMENTED       CGS
 KH0502  HISTORY     - 1942     GOOD             NGS
 KH0502  HISTORY     - 1943     MARK NOT FOUND   NGS
 KH0502  HISTORY     - 1976     MARK NOT FOUND   USGS
 KH0502
 KH0502                          STATION DESCRIPTION
 KH0502
 KH0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KH0502'1 MI S FROM HAIGLER.
 KH0502'1.0 MILE SOUTH ALONG STATE HIGHWAY 27, FROM THE CHICAGO, BURLINGTON
 KH0502'AND QUINCY RAILROAD STATION AT HAIGLER, AT THE NEBRASKA-KANSAS
 KH0502'STATE LINE.  0.10 MILE SOUTH OF THE SOUTHWEST CORNER OF A CEMETERY.
 KH0502'100 FEET EAST OF A SERVICE STATION.  46 FEET EAST OF THE CENTER
 KH0502'LINE OF THE HIGHWAY.  7 FEET SOUTH OF THE CENTER OF A GATE, AND
 KH0502'SET IN THE TOP OF A CONCRETE POST.  NOTE-- CONSTRUCTION IN AREA.
 KH0502
 KH0502                          STATION RECOVERY (1943)
 KH0502
 KH0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 KH0502'MARK NOT FOUND.
 KH0502
 KH0502                          STATION RECOVERY (1976)
 KH0502
 KH0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KH0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0002 ***********************************************************************
 JH0002  DESIGNATION -  A 151
 JH0002  PID         -  JH0002
 JH0002  STATE/COUNTY-  KS/LANE
 JH0002  USGS QUAD   -  SHIELDS NW (1974)
 JH0002
 JH0002                         *CURRENT SURVEY CONTROL
 JH0002  ___________________________________________________________________
 JH0002* NAD 83(1986)-  38 38 53.     (N)    100 26 27.     (W)     SCALED    
 JH0002* NAVD 88     -       841.348  (meters)    2760.32   (feet)  ADJUSTED  
 JH0002  ___________________________________________________________________
 JH0002  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 JH0002  DYNAMIC HT  -         840.666 (meters)    2758.09  (feet)  COMP
 JH0002  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 JH0002
 JH0002  VERT ORDER  -  SECOND    CLASS 0
 JH0002
 JH0002.The horizontal coordinates were scaled from a topographic map and have
 JH0002.an estimated accuracy of +/- 6 seconds.
 JH0002
 JH0002.The orthometric height was determined by differential leveling
 JH0002.and adjusted by the National Geodetic Survey in June 1991..
 JH0002
 JH0002.The geoid height was determined by GEOID03.
 JH0002
 JH0002.The dynamic height is computed by dividing the NAVD 88
 JH0002.geopotential number by the normal gravity value computed on the
 JH0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0002.degrees latitude (g = 980.6199 gals.).
 JH0002
 JH0002.The modeled gravity was interpolated from observed gravity values.
 JH0002
 JH0002;                    North         East    Units  Estimated Accuracy
 JH0002;SPC KS S     -   621,670.      231,050.      MT  (+/- 180 meters Scaled)
 JH0002
 JH0002                          SUPERSEDED SURVEY CONTROL
 JH0002
 JH0002  NGVD 29 (??/??/92)  841.051  (m)         2759.35   (f) ADJ UNCH    2 0
 JH0002
 JH0002.Superseded values are not recommended for survey control.
 JH0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0002.See file dsdata.txt to determine how the superseded data were derived.
 JH0002
 JH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH746787(NAD 83)
 JH0002_MARKER: DB = BENCH MARK DISK
 JH0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0002_STAMPING: A 151 1934
 JH0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0002+STABILITY: SURFACE MOTION
 JH0002
 JH0002  HISTORY     - Date     Condition        Report By
 JH0002  HISTORY     - 1934     MONUMENTED       CGS
 JH0002  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 JH0002
 JH0002                          STATION DESCRIPTION
 JH0002
 JH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0002'2.4 MI N FROM SHIELDS.
 JH0002'2.4 MILES NORTH ALONG A SURFACED ROAD (OLD STATE HIGHWAY 23)
 JH0002'FROM THE MISSOURI PACIFIC RAILROAD STATION AT SHIELDS, LANE
 JH0002'COUNTY, 33 FEET EAST OF THE CENTER-LINE OF THE ROAD, AND AT A
 JH0002'FENCE CORNER.  A STANDARD DISK, STAMPED A 151 1934 AND SET IN THE
 JH0002'TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN JANUARY 1945
 JH0002'THAT OLD STATE HIGHWAY 23 HAS BEEN CHANGED TO RUN WEST FROM
 JH0002'SHIELDS FOR 1.5 MILES, THEN NORTH.  THE FORMER HIGHWAY IS NOW
 JH0002'ONLY A COUNTY ROAD AND HAS NO MAKERS INDICATING THE OLD HIGHWAY.
 JH0002
 JH0002                          STATION RECOVERY (1960)
 JH0002
 JH0002'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 JH0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0042 ***********************************************************************
 KH0042  DESIGNATION -  A 152
 KH0042  PID         -  KH0042
 KH0042  STATE/COUNTY-  KS/SHERIDAN
 KH0042  USGS QUAD   -  HOXIE (1979)
 KH0042
 KH0042                         *CURRENT SURVEY CONTROL
 KH0042  ___________________________________________________________________
 KH0042* NAD 83(1986)-  39 15 30.     (N)    100 27 42.     (W)     SCALED    
 KH0042* NAVD 88     -       861.574  (meters)    2826.68   (feet)  ADJUSTED  
 KH0042  ___________________________________________________________________
 KH0042  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 KH0042  DYNAMIC HT  -         860.911 (meters)    2824.51  (feet)  COMP
 KH0042  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 KH0042
 KH0042  VERT ORDER  -  SECOND    CLASS 0
 KH0042
 KH0042.The horizontal coordinates were scaled from a topographic map and have
 KH0042.an estimated accuracy of +/- 6 seconds.
 KH0042
 KH0042.The orthometric height was determined by differential leveling
 KH0042.and adjusted by the National Geodetic Survey in June 1991..
 KH0042
 KH0042.The geoid height was determined by GEOID03.
 KH0042
 KH0042.The dynamic height is computed by dividing the NAVD 88
 KH0042.geopotential number by the normal gravity value computed on the
 KH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0042.degrees latitude (g = 980.6199 gals.).
 KH0042
 KH0042.The modeled gravity was interpolated from observed gravity values.
 KH0042
 KH0042;                    North         East    Units  Estimated Accuracy
 KH0042;SPC KS N     -   105,570.      187,570.      MT  (+/- 180 meters Scaled)
 KH0042
 KH0042                          SUPERSEDED SURVEY CONTROL
 KH0042
 KH0042  NGVD 29 (??/??/92)  861.258  (m)         2825.64   (f) ADJ UNCH    2 0
 KH0042
 KH0042.Superseded values are not recommended for survey control.
 KH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0042.See file dsdata.txt to determine how the superseded data were derived.
 KH0042
 KH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ738464(NAD 83)
 KH0042_MARKER: DB = BENCH MARK DISK
 KH0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0042_STAMPING: A-152 1934
 KH0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0042+STABILITY: SURFACE MOTION
 KH0042
 KH0042  HISTORY     - Date     Condition        Report By
 KH0042  HISTORY     - 1934     MONUMENTED       CGS
 KH0042  HISTORY     - 1946     GOOD             NGS
 KH0042  HISTORY     - 1974     MARK NOT FOUND   USGS
 KH0042
 KH0042                          STATION DESCRIPTION
 KH0042
 KH0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 KH0042'6 MI S FROM HOXIE.
 KH0042'FROM THE UNION PACIFIC RR STATION AT HOXIE, SHERIDAN COUNTY, ABOUT
 KH0042'6.0 MILES SOUTH ALONG STATE HIGHWAY K-23 AND 0.6 MILE WEST OF
 KH0042'K-23.  STATE HIGHWAY K-23 HAS BEEN REALINED TO RUN DIRECTLY SOUTH
 KH0042'FROM HOXIE TO U.S. 40 HIGHWAY.  BENCH MARK IS NOW LOCATED 0.6 MILE
 KH0042'WEST OF K-23.  ABOUT 0.6 MILE WEST OF AN ABANDONED RIGHT ANGLE
 KH0042'CURVE AND ABOUT 0.4 MILE EAST OF ANOTHER.  ABOUT 0.1 MILE W OF
 KH0042'N 1/4 SEC. 21, T9S, R28W OF THE CENTERLINE OF ROAD AND ABOUT 8
 KH0042'FT SOUTH OF THE PRESENT FENCE LINE.  A STANDARD DISK STAMPED
 KH0042'A-152 1934 SET IN TOP OF CONCRETE POST.
 KH0042
 KH0042                          STATION RECOVERY (1974)
 KH0042
 KH0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KH0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0017 ***********************************************************************
 KH0017  DESIGNATION -  A 153
 KH0017  PID         -  KH0017
 KH0017  STATE/COUNTY-  KS/NORTON
 KH0017  USGS QUAD   -  NORCATUR (1978)
 KH0017
 KH0017                         *CURRENT SURVEY CONTROL
 KH0017  ___________________________________________________________________
 KH0017* NAD 83(1986)-  39 45 10.     (N)    100 07 59.     (W)     SCALED    
 KH0017* NAVD 88     -       727.824  (meters)    2387.87   (feet)  ADJUSTED  
 KH0017  ___________________________________________________________________
 KH0017  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 KH0017  DYNAMIC HT  -         727.325 (meters)    2386.23  (feet)  COMP
 KH0017  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 KH0017
 KH0017  VERT ORDER  -  SECOND    CLASS 0
 KH0017
 KH0017.The horizontal coordinates were scaled from a topographic map and have
 KH0017.an estimated accuracy of +/- 6 seconds.
 KH0017
 KH0017.The orthometric height was determined by differential leveling
 KH0017.and adjusted by the National Geodetic Survey in June 1991..
 KH0017
 KH0017.The geoid height was determined by GEOID03.
 KH0017
 KH0017.The dynamic height is computed by dividing the NAVD 88
 KH0017.geopotential number by the normal gravity value computed on the
 KH0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0017.degrees latitude (g = 980.6199 gals.).
 KH0017
 KH0017.The modeled gravity was interpolated from observed gravity values.
 KH0017
 KH0017;                    North         East    Units  Estimated Accuracy
 KH0017;SPC KS N     -   159,730.      217,210.      MT  (+/- 180 meters Scaled)
 KH0017
 KH0017                          SUPERSEDED SURVEY CONTROL
 KH0017
 KH0017  NGVD 29 (??/??/92)  727.542  (m)         2386.94   (f) ADJ UNCH    2 0
 KH0017
 KH0017.Superseded values are not recommended for survey control.
 KH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0017.See file dsdata.txt to determine how the superseded data were derived.
 KH0017
 KH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK029009(NAD 83)
 KH0017_MARKER: DB = BENCH MARK DISK
 KH0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0017_SP_SET: CULVERT
 KH0017_STAMPING: A 153 1934
 KH0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0017
 KH0017  HISTORY     - Date     Condition        Report By
 KH0017  HISTORY     - 1934     MONUMENTED       CGS
 KH0017  HISTORY     - 1949     GOOD             NGS
 KH0017  HISTORY     - 1950     GOOD             USGS
 KH0017  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0017
 KH0017                          STATION DESCRIPTION
 KH0017
 KH0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KH0017'2.6 MI NE FROM CLAYTON.
 KH0017'ABOUT 2.6 MI. NE ALONG THE C.R.I. AND P. RR FROM THE STATION
 KH0017'AT CLAYTON, NORTON CO., AT A ROAD X-ING (BETWEEN SECS. 33-34,
 KH0017'T. 3S., R. 25 W.,) 61 FT. NORMAL TO CENTER LINE AND ON S. SIDE
 KH0017'OF RR TRACK, 21 FT. NORMAL TO CENTER LINE AND ON N. SIDE OF U.S.
 KH0017'HWY. 383, 13 FT. E. OF CENTER LINE OF RD. N. IN THE EAST HEADWALL
 KH0017'OF A CONCRETE CULVERT, A STD. DISK STAMPED A 153 1934.
 KH0017
 KH0017                          STATION RECOVERY (1950)
 KH0017
 KH0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KH0017'RECOVERED IN GOOD CONDITION.
 KH0017
 KH0017                          STATION RECOVERY (1975)
 KH0017
 KH0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0211 ***********************************************************************
 KH0211  DESIGNATION -  A 154
 KH0211  PID         -  KH0211
 KH0211  STATE/COUNTY-  KS/THOMAS
 KH0211  USGS QUAD   -  BRETON (1979)
 KH0211
 KH0211                         *CURRENT SURVEY CONTROL
 KH0211  ___________________________________________________________________
 KH0211* NAD 83(1986)-  39 26 18.     (N)    100 51 27.     (W)     SCALED    
 KH0211* NAVD 88     -       929.077  (meters)    3048.15   (feet)  ADJUSTED  
 KH0211  ___________________________________________________________________
 KH0211  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 KH0211  DYNAMIC HT  -         928.354 (meters)    3045.77  (feet)  COMP
 KH0211  MODELED GRAV-     979,817.6   (mgal)                       NAVD 88
 KH0211
 KH0211  VERT ORDER  -  SECOND    CLASS 0
 KH0211
 KH0211.The horizontal coordinates were scaled from a topographic map and have
 KH0211.an estimated accuracy of +/- 6 seconds.
 KH0211
 KH0211.The orthometric height was determined by differential leveling
 KH0211.and adjusted by the National Geodetic Survey in June 1991..
 KH0211
 KH0211.The geoid height was determined by GEOID03.
 KH0211
 KH0211.The dynamic height is computed by dividing the NAVD 88
 KH0211.geopotential number by the normal gravity value computed on the
 KH0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0211.degrees latitude (g = 980.6199 gals.).
 KH0211
 KH0211.The modeled gravity was interpolated from observed gravity values.
 KH0211
 KH0211;                    North         East    Units  Estimated Accuracy
 KH0211;SPC KS N     -   126,550.      154,050.      MT  (+/- 180 meters Scaled)
 KH0211
 KH0211                          SUPERSEDED SURVEY CONTROL
 KH0211
 KH0211  NGVD 29 (??/??/92)  928.722  (m)         3046.98   (f) ADJ UNCH    2 0
 KH0211
 KH0211.Superseded values are not recommended for survey control.
 KH0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0211.See file dsdata.txt to determine how the superseded data were derived.
 KH0211
 KH0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ401670(NAD 83)
 KH0211_MARKER: DB = BENCH MARK DISK
 KH0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0211_STAMPING: A 154 1934
 KH0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0211+STABILITY: SURFACE MOTION
 KH0211
 KH0211  HISTORY     - Date     Condition        Report By
 KH0211  HISTORY     - 1934     MONUMENTED       CGS
 KH0211
 KH0211                          STATION DESCRIPTION
 KH0211
 KH0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0211'2.5 MI NE FROM GEM.
 KH0211'2.5 MILES NORTHEAST OF ROCK ISLAND STATION AT GEM 8 POLES EAST
 KH0211'OF A RAILROAD CROSSING, AT MILEPOST 377.10, 42 FEET SOUTH OF
 KH0211'CENTERLINE OF C.R.I. AND P. RR TRACK IN RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0110 ***********************************************************************
 KH0110  DESIGNATION -  A 155
 KH0110  PID         -  KH0110
 KH0110  STATE/COUNTY-  KS/SHERIDAN
 KH0110  USGS QUAD   -  TASCO (1979)
 KH0110
 KH0110                         *CURRENT SURVEY CONTROL
 KH0110  ___________________________________________________________________
 KH0110* NAD 83(1986)-  39 21 05.     (N)    100 20 57.     (W)     SCALED    
 KH0110* NAVD 88     -       775.268  (meters)    2543.53   (feet)  ADJUSTED  
 KH0110  ___________________________________________________________________
 KH0110  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 KH0110  DYNAMIC HT  -         774.686 (meters)    2541.62  (feet)  COMP
 KH0110  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 KH0110
 KH0110  VERT ORDER  -  SECOND    CLASS 0
 KH0110
 KH0110.The horizontal coordinates were scaled from a topographic map and have
 KH0110.an estimated accuracy of +/- 6 seconds.
 KH0110
 KH0110.The orthometric height was determined by differential leveling
 KH0110.and adjusted by the National Geodetic Survey in June 1991..
 KH0110
 KH0110.The geoid height was determined by GEOID03.
 KH0110
 KH0110.The dynamic height is computed by dividing the NAVD 88
 KH0110.geopotential number by the normal gravity value computed on the
 KH0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0110.degrees latitude (g = 980.6199 gals.).
 KH0110
 KH0110.The modeled gravity was interpolated from observed gravity values.
 KH0110
 KH0110;                    North         East    Units  Estimated Accuracy
 KH0110;SPC KS N     -   115,640.      197,540.      MT  (+/- 180 meters Scaled)
 KH0110
 KH0110                          SUPERSEDED SURVEY CONTROL
 KH0110
 KH0110  NGVD 29 (??/??/92)  774.965  (m)         2542.53   (f) ADJ UNCH    2 0
 KH0110
 KH0110.Superseded values are not recommended for survey control.
 KH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0110.See file dsdata.txt to determine how the superseded data were derived.
 KH0110
 KH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ837566(NAD 83)
 KH0110_MARKER: DB = BENCH MARK DISK
 KH0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0110_STAMPING: A 155 1934
 KH0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0110+STABILITY: SURFACE MOTION
 KH0110
 KH0110  HISTORY     - Date     Condition        Report By
 KH0110  HISTORY     - 1934     MONUMENTED       CGS
 KH0110  HISTORY     - 1974     MARK NOT FOUND   USGS
 KH0110
 KH0110                          STATION DESCRIPTION
 KH0110
 KH0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0110'5.2 MI E FROM HOXIE.
 KH0110'5.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0110'AT HOXIE, SHERIDAN COUNTY, AT MILEAGE 165.31, 40 FEET WEST OF
 KH0110'THE WEST END OF A TRESTLE, AT A ROAD CROSSING, 20 FEET WEST OF
 KH0110'THE ROAD AND 28 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 KH0110'A STANDARD DISK, STAMPED A 155 1934 AND SET IN THE TOP OF A
 KH0110'CONCRETE POST.
 KH0110
 KH0110                          STATION RECOVERY (1974)
 KH0110
 KH0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KH0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0232 ***********************************************************************
 KH0232  DESIGNATION -  A 157
 KH0232  PID         -  KH0232
 KH0232  STATE/COUNTY-  KS/RAWLINS
 KH0232  USGS QUAD   -  LUDELL (1978)
 KH0232
 KH0232                         *CURRENT SURVEY CONTROL
 KH0232  ___________________________________________________________________
 KH0232* NAD 83(1986)-  39 50 02.     (N)    100 59 37.     (W)     SCALED    
 KH0232* NAVD 88     -       854.094  (meters)    2802.14   (feet)  ADJUSTED  
 KH0232  ___________________________________________________________________
 KH0232  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KH0232  DYNAMIC HT  -         853.476 (meters)    2800.11  (feet)  COMP
 KH0232  MODELED GRAV-     979,874.2   (mgal)                       NAVD 88
 KH0232
 KH0232  VERT ORDER  -  SECOND    CLASS 0
 KH0232
 KH0232.The horizontal coordinates were scaled from a topographic map and have
 KH0232.an estimated accuracy of +/- 6 seconds.
 KH0232
 KH0232.The orthometric height was determined by differential leveling
 KH0232.and adjusted by the National Geodetic Survey in June 1991..
 KH0232
 KH0232.The geoid height was determined by GEOID03.
 KH0232
 KH0232.The dynamic height is computed by dividing the NAVD 88
 KH0232.geopotential number by the normal gravity value computed on the
 KH0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0232.degrees latitude (g = 980.6199 gals.).
 KH0232
 KH0232.The modeled gravity was interpolated from observed gravity values.
 KH0232
 KH0232;                    North         East    Units  Estimated Accuracy
 KH0232;SPC KS N     -   170,820.      143,790.      MT  (+/- 180 meters Scaled)
 KH0232
 KH0232                          SUPERSEDED SURVEY CONTROL
 KH0232
 KH0232  NGVD 29 (??/??/92)  853.766  (m)         2801.06   (f) ADJ UNCH    2 0
 KH0232
 KH0232.Superseded values are not recommended for survey control.
 KH0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0232.See file dsdata.txt to determine how the superseded data were derived.
 KH0232
 KH0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK294112(NAD 83)
 KH0232_MARKER: DB = BENCH MARK DISK
 KH0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0232_STAMPING: A 157 1934
 KH0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0232+STABILITY: SURFACE MOTION
 KH0232
 KH0232  HISTORY     - Date     Condition        Report By
 KH0232  HISTORY     - 1934     MONUMENTED       CGS
 KH0232  HISTORY     - 1942     GOOD             NGS
 KH0232
 KH0232                          STATION DESCRIPTION
 KH0232
 KH0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0232'3 MI NE FROM ATWOOD.
 KH0232'3.0 MILES NORTHEAST OF BURLINGTON STATION AT ATWOOD AT MILE POST
 KH0232'88, 45 FEET NORTH OF CENTERLINE OF C.B. AND Q. RR. TRACK AND AT
 KH0232'WEST END OF GATE.
 KH0232
 KH0232                          STATION RECOVERY (1942)
 KH0232
 KH0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0277 ***********************************************************************
 KG0277  DESIGNATION -  A 158
 KG0277  PID         -  KG0277
 KG0277  STATE/COUNTY-  KS/ROOKS
 KG0277  USGS QUAD   -  PLAINVILLE (1978)
 KG0277
 KG0277                         *CURRENT SURVEY CONTROL
 KG0277  ___________________________________________________________________
 KG0277* NAD 83(1986)-  39 13 57.     (N)    099 18 10.     (W)     SCALED    
 KG0277* NAVD 88     -       655.255  (meters)    2149.78   (feet)  ADJUSTED  
 KG0277  ___________________________________________________________________
 KG0277  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 KG0277  DYNAMIC HT  -         654.792 (meters)    2148.26  (feet)  COMP
 KG0277  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 KG0277
 KG0277  VERT ORDER  -  SECOND    CLASS 0
 KG0277
 KG0277.The horizontal coordinates were scaled from a topographic map and have
 KG0277.an estimated accuracy of +/- 6 seconds.
 KG0277
 KG0277.The orthometric height was determined by differential leveling
 KG0277.and adjusted by the National Geodetic Survey in June 1991..
 KG0277
 KG0277.The geoid height was determined by GEOID03.
 KG0277
 KG0277.The dynamic height is computed by dividing the NAVD 88
 KG0277.geopotential number by the normal gravity value computed on the
 KG0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0277.degrees latitude (g = 980.6199 gals.).
 KG0277
 KG0277.The modeled gravity was interpolated from observed gravity values.
 KG0277
 KG0277;                    North         East    Units  Estimated Accuracy
 KG0277;SPC KS N     -   100,630.      287,520.      MT  (+/- 180 meters Scaled)
 KG0277
 KG0277                          SUPERSEDED SURVEY CONTROL
 KG0277
 KG0277  NGVD 29 (??/??/92)  655.013  (m)         2148.99   (f) ADJ UNCH    2 0
 KG0277
 KG0277.Superseded values are not recommended for survey control.
 KG0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0277.See file dsdata.txt to determine how the superseded data were derived.
 KG0277
 KG0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ738426(NAD 83)
 KG0277_MARKER: DB = BENCH MARK DISK
 KG0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0277_SP_SET: WALL
 KG0277_STAMPING: A 158 1934
 KG0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0277
 KG0277  HISTORY     - Date     Condition        Report By
 KG0277  HISTORY     - 1934     MONUMENTED       CGS
 KG0277  HISTORY     - 1978     GOOD             KSDT
 KG0277
 KG0277                          STATION DESCRIPTION
 KG0277
 KG0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0277'AT PLAINVILLE.
 KG0277'IN THE TOWNSHIP HALL, 15 FEET NORTH OF PUBLIC LIBRARY BUILDING,
 KG0277'3 FEET ABOVE THE LEVEL OF GROUND.
 KG0277
 KG0277                          STATION RECOVERY (1978)
 KG0277
 KG0277'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1978
 KG0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0414 ***********************************************************************
 KG0414  DESIGNATION -  A 159
 KG0414  PID         -  KG0414
 KG0414  STATE/COUNTY-  KS/NORTON
 KG0414  USGS QUAD   -  ALMENA (1967)
 KG0414
 KG0414                         *CURRENT SURVEY CONTROL
 KG0414  ___________________________________________________________________
 KG0414* NAD 83(1986)-  39 54 18.     (N)    099 40 53.     (W)     SCALED    
 KG0414* NAVD 88     -       651.680  (meters)    2138.05   (feet)  ADJUSTED  
 KG0414  ___________________________________________________________________
 KG0414  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 KG0414  DYNAMIC HT  -         651.261 (meters)    2136.68  (feet)  COMP
 KG0414  MODELED GRAV-     979,960.5   (mgal)                       NAVD 88
 KG0414
 KG0414  VERT ORDER  -  SECOND    CLASS 0
 KG0414
 KG0414.The horizontal coordinates were scaled from a topographic map and have
 KG0414.an estimated accuracy of +/- 6 seconds.
 KG0414
 KG0414.The orthometric height was determined by differential leveling
 KG0414.and adjusted by the National Geodetic Survey in June 1991..
 KG0414
 KG0414.The geoid height was determined by GEOID03.
 KG0414
 KG0414.The dynamic height is computed by dividing the NAVD 88
 KG0414.geopotential number by the normal gravity value computed on the
 KG0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0414.degrees latitude (g = 980.6199 gals.).
 KG0414
 KG0414.The modeled gravity was interpolated from observed gravity values.
 KG0414
 KG0414;                    North         East    Units  Estimated Accuracy
 KG0414;SPC KS N     -   175,820.      256,230.      MT  (+/- 180 meters Scaled)
 KG0414
 KG0414                          SUPERSEDED SURVEY CONTROL
 KG0414
 KG0414  NGVD 29 (??/??/92)  651.431  (m)         2137.24   (f) ADJ UNCH    2 0
 KG0414
 KG0414.Superseded values are not recommended for survey control.
 KG0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0414.See file dsdata.txt to determine how the superseded data were derived.
 KG0414
 KG0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK417174(NAD 83)
 KG0414_MARKER: DB = BENCH MARK DISK
 KG0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0414_SP_SET: CULVERT
 KG0414_STAMPING: A 159 1934
 KG0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0414
 KG0414  HISTORY     - Date     Condition        Report By
 KG0414  HISTORY     - 1934     MONUMENTED       CGS
 KG0414  HISTORY     - 1966     GOOD             USGS
 KG0414
 KG0414                          STATION DESCRIPTION
 KG0414
 KG0414'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KG0414'1.7 MI NE FROM ALMENA.
 KG0414'ALMENA, ABOUT 1.7 MI. NE. OF ALONG U.S. HWY. 383, IN SW. COR.
 KG0414'SEC. 3, T. 2S., R. 21W., 15 FT NW. (NORMAL) AND 0.5 FT LOWER THAN
 KG0414'HWY. AT CONC. CULV., IN NW. HEADWALL, A STD. TABLET, STAMPED
 KG0414'A 159 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0108 ***********************************************************************
 HF0108  DESIGNATION -  A 16
 HF0108  PID         -  HF0108
 HF0108  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0108  USGS QUAD   -  ELGIN (1979)
 HF0108
 HF0108                         *CURRENT SURVEY CONTROL
 HF0108  ___________________________________________________________________
 HF0108* NAD 83(1986)-  37 06 44.     (N)    096 20 40.     (W)     SCALED    
 HF0108* NAVD 88     -       314.820  (meters)    1032.87   (feet)  ADJUSTED  
 HF0108  ___________________________________________________________________
 HF0108  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HF0108  DYNAMIC HT  -         314.563 (meters)    1032.03  (feet)  COMP
 HF0108  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 HF0108
 HF0108  VERT ORDER  -  FIRST     CLASS II
 HF0108
 HF0108.The horizontal coordinates were scaled from a topographic map and have
 HF0108.an estimated accuracy of +/- 6 seconds.
 HF0108
 HF0108.The orthometric height was determined by differential leveling
 HF0108.and adjusted by the National Geodetic Survey in June 1991..
 HF0108
 HF0108.The geoid height was determined by GEOID03.
 HF0108
 HF0108.The dynamic height is computed by dividing the NAVD 88
 HF0108.geopotential number by the normal gravity value computed on the
 HF0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0108.degrees latitude (g = 980.6199 gals.).
 HF0108
 HF0108.The modeled gravity was interpolated from observed gravity values.
 HF0108
 HF0108;                    North         East    Units  Estimated Accuracy
 HF0108;SPC KS S     -   451,670.      591,580.      MT  (+/- 180 meters Scaled)
 HF0108
 HF0108                          SUPERSEDED SURVEY CONTROL
 HF0108
 HF0108  NGVD 29 (??/??/92)  314.681  (m)         1032.42   (f) ADJ UNCH    1 2
 HF0108
 HF0108.Superseded values are not recommended for survey control.
 HF0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0108.See file dsdata.txt to determine how the superseded data were derived.
 HF0108
 HF0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG359106(NAD 83)
 HF0108_MARKER: DB = BENCH MARK DISK
 HF0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0108_STAMPING: A 16 1933
 HF0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0108+STABILITY: SURFACE MOTION
 HF0108
 HF0108  HISTORY     - Date     Condition        Report By
 HF0108  HISTORY     - 1933     MONUMENTED       CGS
 HF0108
 HF0108                          STATION DESCRIPTION
 HF0108
 HF0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0108'2.5 MI E FROM WAUNETA.
 HF0108'ABOUT 2.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0108'WAUNETA, CHAUTAUQUA COUNTY, ABOUT 3 YARDS NORTH OF THE THIRTY-SIXTH
 HF0108'POLE WEST OF MILEPOST 469, ABOUT 45 YARDS EAST OF THE CENTER OF A
 HF0108'CROSSING, ABOUT 13 YARDS NORTH OF THE CENTER LINE OF THE TRACK,
 HF0108'AND ABOUT 2 YARDS SOUTH OF A FENCE.  A STANDARD DISK, STAMPED A
 HF0108'16 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0255 ***********************************************************************
 KG0255  DESIGNATION -  A 160
 KG0255  PID         -  KG0255
 KG0255  STATE/COUNTY-  KS/PHILLIPS
 KG0255  USGS QUAD   -  KIRWIN RESERVOIR (1972)
 KG0255
 KG0255                         *CURRENT SURVEY CONTROL
 KG0255  ___________________________________________________________________
 KG0255* NAD 83(1986)-  39 40 08.     (N)    099 12 26.     (W)     SCALED    
 KG0255* NAVD 88     -       528.730  (meters)    1734.67   (feet)  ADJUSTED  
 KG0255  ___________________________________________________________________
 KG0255  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 KG0255  DYNAMIC HT  -         528.390 (meters)    1733.56  (feet)  COMP
 KG0255  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 KG0255
 KG0255  VERT ORDER  -  SECOND    CLASS 0
 KG0255
 KG0255.The horizontal coordinates were scaled from a topographic map and have
 KG0255.an estimated accuracy of +/- 6 seconds.
 KG0255
 KG0255.The orthometric height was determined by differential leveling
 KG0255.and adjusted by the National Geodetic Survey in June 1991..
 KG0255
 KG0255.The geoid height was determined by GEOID03.
 KG0255
 KG0255.The dynamic height is computed by dividing the NAVD 88
 KG0255.geopotential number by the normal gravity value computed on the
 KG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0255.degrees latitude (g = 980.6199 gals.).
 KG0255
 KG0255.The modeled gravity was interpolated from observed gravity values.
 KG0255
 KG0255;                    North         East    Units  Estimated Accuracy
 KG0255;SPC KS N     -   148,960.      296,420.      MT  (+/- 180 meters Scaled)
 KG0255
 KG0255                          SUPERSEDED SURVEY CONTROL
 KG0255
 KG0255  NGVD 29 (??/??/92)  528.506  (m)         1733.94   (f) ADJ UNCH    2 0
 KG0255
 KG0255.Superseded values are not recommended for survey control.
 KG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0255.See file dsdata.txt to determine how the superseded data were derived.
 KG0255
 KG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ822910(NAD 83)
 KG0255_MARKER: DB = BENCH MARK DISK
 KG0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0255_STAMPING: A 160 1934
 KG0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0255+STABILITY: SURFACE MOTION
 KG0255
 KG0255  HISTORY     - Date     Condition        Report By
 KG0255  HISTORY     - 1934     MONUMENTED       CGS
 KG0255  HISTORY     - 1971     MARK NOT FOUND   NGS
 KG0255
 KG0255                          STATION DESCRIPTION
 KG0255
 KG0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0255'5 MI W FROM KIRWIN.
 KG0255'5.0 MILES WEST OF MISSOURI PACIFIC STATION AT KIRWIN AT MILEAGE
 KG0255'577.30, AND 80 FEET EAST OF FENCE CORNER, 40 FEET EAST OF STATE
 KG0255'HIGHWAY 9 AND CROSSING, 40 FEET SOUTH OF CENTERLINE OF MISSOURI
 KG0255'PACIFIC RR. TRACK, IN RIGHT OF WAY FENCE LINE.
 KG0255
 KG0255                          STATION RECOVERY (1971)
 KG0255
 KG0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KG0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0403 ***********************************************************************
 KG0403  DESIGNATION -  A 161
 KG0403  PID         -  KG0403
 KG0403  STATE/COUNTY-  KS/NORTON
 KG0403  USGS QUAD   -  DENSMORE (1978)
 KG0403
 KG0403                         *CURRENT SURVEY CONTROL
 KG0403  ___________________________________________________________________
 KG0403* NAD 83(1986)-  39 38 58.     (N)    099 40 08.     (W)     SCALED    
 KG0403* NAVD 88     -       613.553  (meters)    2012.97   (feet)  ADJUSTED  
 KG0403  ___________________________________________________________________
 KG0403  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 KG0403  DYNAMIC HT  -         613.143 (meters)    2011.62  (feet)  COMP
 KG0403  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 KG0403
 KG0403  VERT ORDER  -  SECOND    CLASS 0
 KG0403
 KG0403.The horizontal coordinates were scaled from a topographic map and have
 KG0403.an estimated accuracy of +/- 6 seconds.
 KG0403
 KG0403.The orthometric height was determined by differential leveling
 KG0403.and adjusted by the National Geodetic Survey in June 1991..
 KG0403
 KG0403.The geoid height was determined by GEOID03.
 KG0403
 KG0403.The dynamic height is computed by dividing the NAVD 88
 KG0403.geopotential number by the normal gravity value computed on the
 KG0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0403.degrees latitude (g = 980.6199 gals.).
 KG0403
 KG0403.The modeled gravity was interpolated from observed gravity values.
 KG0403
 KG0403;                    North         East    Units  Estimated Accuracy
 KG0403;SPC KS N     -   147,430.      256,770.      MT  (+/- 180 meters Scaled)
 KG0403
 KG0403                          SUPERSEDED SURVEY CONTROL
 KG0403
 KG0403  NGVD 29 (??/??/92)  613.304  (m)         2012.15   (f) ADJ UNCH    2 0
 KG0403
 KG0403.Superseded values are not recommended for survey control.
 KG0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0403.See file dsdata.txt to determine how the superseded data were derived.
 KG0403
 KG0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ426890(NAD 83)
 KG0403_MARKER: DB = BENCH MARK DISK
 KG0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0403_STAMPING: A 161 1934
 KG0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0403+STABILITY: SURFACE MOTION
 KG0403
 KG0403  HISTORY     - Date     Condition        Report By
 KG0403  HISTORY     - 1934     MONUMENTED       CGS
 KG0403
 KG0403                          STATION DESCRIPTION
 KG0403
 KG0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0403'4 MI E FROM DENSMORE.
 KG0403'4.0 MILES EAST OF MISSOURI PACIFIC STATION AT DENSMORE, AT
 KG0403'MILEAGE 604.10.  30 FEET SOUTH OF CENTERLINE OF MISSOURI PACIFIC
 KG0403'RR. TRACK, 2 FEET NORTH OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0126 ***********************************************************************
 KG0126  DESIGNATION -  A 162
 KG0126  PID         -  KG0126
 KG0126  STATE/COUNTY-  KS/OSBORNE
 KG0126  USGS QUAD   -  BLOOMINGTON (1979)
 KG0126
 KG0126                         *CURRENT SURVEY CONTROL
 KG0126  ___________________________________________________________________
 KG0126* NAD 83(1986)-  39 27 19.     (N)    098 47 29.     (W)     SCALED    
 KG0126* NAVD 88     -       488.292  (meters)    1602.00   (feet)  ADJUSTED  
 KG0126  ___________________________________________________________________
 KG0126  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 KG0126  DYNAMIC HT  -         487.973 (meters)    1600.96  (feet)  COMP
 KG0126  MODELED GRAV-     979,958.6   (mgal)                       NAVD 88
 KG0126
 KG0126  VERT ORDER  -  SECOND    CLASS 0
 KG0126
 KG0126.The horizontal coordinates were scaled from a topographic map and have
 KG0126.an estimated accuracy of +/- 6 seconds.
 KG0126
 KG0126.The orthometric height was determined by differential leveling
 KG0126.and adjusted by the National Geodetic Survey in June 1991..
 KG0126
 KG0126.The geoid height was determined by GEOID03.
 KG0126
 KG0126.The dynamic height is computed by dividing the NAVD 88
 KG0126.geopotential number by the normal gravity value computed on the
 KG0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0126.degrees latitude (g = 980.6199 gals.).
 KG0126
 KG0126.The modeled gravity was interpolated from observed gravity values.
 KG0126
 KG0126;                    North         East    Units  Estimated Accuracy
 KG0126;SPC KS N     -   124,850.      331,890.      MT  (+/- 180 meters Scaled)
 KG0126
 KG0126                          SUPERSEDED SURVEY CONTROL
 KG0126
 KG0126  NGVD 29 (??/??/92)  488.089  (m)         1601.34   (f) ADJ UNCH    2 0
 KG0126
 KG0126.Superseded values are not recommended for survey control.
 KG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0126.See file dsdata.txt to determine how the superseded data were derived.
 KG0126
 KG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ179673(NAD 83)
 KG0126_MARKER: DB = BENCH MARK DISK
 KG0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0126_STAMPING: A 162 1934
 KG0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0126+STABILITY: SURFACE MOTION
 KG0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0126+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1997
 KG0126
 KG0126  HISTORY     - Date     Condition        Report By
 KG0126  HISTORY     - 1934     MONUMENTED       CGS
 KG0126  HISTORY     - 1941     GOOD             NGS
 KG0126  HISTORY     - 19970326 MARK NOT FOUND   NGS
 KG0126
 KG0126                          STATION DESCRIPTION
 KG0126
 KG0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0126'AT BLOOMINGTON.
 KG0126'AT BLOOMING, OSBORNE COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 KG0126'200 FEET WEST OF THE STATION, 2 POLES WEST OF THE THIRTHIETH
 KG0126'POLE WEST OF MILEPOST 553, AT A ROAD CROSSING, 22 FEET SOUTH
 KG0126'OF THE CENTERLINE OF THE TRACK, AND 18 FEET EAST OF THE ROAD.
 KG0126'A STANDARD DISK, STAMPED A 162 1934 AND SET IN THE TOP OF A
 KG0126'CONCRETE POST.
 KG0126
 KG0126                          STATION RECOVERY (1997)
 KG0126
 KG0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 KG0126'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE STATION IS
 KG0126'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0296 ***********************************************************************
 KG0296  DESIGNATION -  A 163
 KG0296  PID         -  KG0296
 KG0296  STATE/COUNTY-  KS/ROOKS
 KG0296  USGS QUAD   -  NATOMA (1978)
 KG0296
 KG0296                         *CURRENT SURVEY CONTROL
 KG0296  ___________________________________________________________________
 KG0296* NAD 83(1986)-  39 11 36.     (N)    099 05 49.     (W)     SCALED    
 KG0296* NAVD 88     -       576.710  (meters)    1892.09   (feet)  ADJUSTED  
 KG0296  ___________________________________________________________________
 KG0296  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 KG0296  DYNAMIC HT  -         576.308 (meters)    1890.77  (feet)  COMP
 KG0296  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 KG0296
 KG0296  VERT ORDER  -  SECOND    CLASS 0
 KG0296
 KG0296.The horizontal coordinates were scaled from a topographic map and have
 KG0296.an estimated accuracy of +/- 6 seconds.
 KG0296
 KG0296.The orthometric height was determined by differential leveling
 KG0296.and adjusted by the National Geodetic Survey in June 1991..
 KG0296
 KG0296.The geoid height was determined by GEOID03.
 KG0296
 KG0296.The dynamic height is computed by dividing the NAVD 88
 KG0296.geopotential number by the normal gravity value computed on the
 KG0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0296.degrees latitude (g = 980.6199 gals.).
 KG0296
 KG0296.The modeled gravity was interpolated from observed gravity values.
 KG0296
 KG0296;                    North         East    Units  Estimated Accuracy
 KG0296;SPC KS N     -    96,040.      305,240.      MT  (+/- 180 meters Scaled)
 KG0296
 KG0296                          SUPERSEDED SURVEY CONTROL
 KG0296
 KG0296  NGVD 29 (??/??/92)  576.484  (m)         1891.35   (f) ADJ UNCH    2 0
 KG0296
 KG0296.Superseded values are not recommended for survey control.
 KG0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0296.See file dsdata.txt to determine how the superseded data were derived.
 KG0296
 KG0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ916382(NAD 83)
 KG0296_MARKER: DB = BENCH MARK DISK
 KG0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0296_STAMPING: A 163 1934
 KG0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0296+STABILITY: SURFACE MOTION
 KG0296
 KG0296  HISTORY     - Date     Condition        Report By
 KG0296  HISTORY     - 1934     MONUMENTED       CGS
 KG0296
 KG0296                          STATION DESCRIPTION
 KG0296
 KG0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0296'4.2 MI E FROM CODELL.
 KG0296'4.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KG0296'STATION AT CODELL, ROOKS COUNTY, 4 FEET EAST OF MILEPOST 91,
 KG0296'AND 36 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 KG0296'DISK, STAMPED A 163 1934 AND SET IN THE TOP OF A CONCRETE
 KG0296'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0147 ***********************************************************************
 KG0147  DESIGNATION -  A 164
 KG0147  PID         -  KG0147
 KG0147  STATE/COUNTY-  KS/RUSSELL
 KG0147  USGS QUAD   -  LURAY (1978)
 KG0147
 KG0147                         *CURRENT SURVEY CONTROL
 KG0147  ___________________________________________________________________
 KG0147* NAD 83(1986)-  39 06 38.     (N)    098 41 20.     (W)     SCALED    
 KG0147* NAVD 88     -       478.670  (meters)    1570.44   (feet)  ADJUSTED  
 KG0147  ___________________________________________________________________
 KG0147  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 KG0147  DYNAMIC HT  -         478.345 (meters)    1569.37  (feet)  COMP
 KG0147  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 KG0147
 KG0147  VERT ORDER  -  SECOND    CLASS 0
 KG0147
 KG0147.The horizontal coordinates were scaled from a topographic map and have
 KG0147.an estimated accuracy of +/- 6 seconds.
 KG0147
 KG0147.The orthometric height was determined by differential leveling
 KG0147.and adjusted by the National Geodetic Survey in June 1991..
 KG0147
 KG0147.The geoid height was determined by GEOID03.
 KG0147
 KG0147.The dynamic height is computed by dividing the NAVD 88
 KG0147.geopotential number by the normal gravity value computed on the
 KG0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0147.degrees latitude (g = 980.6199 gals.).
 KG0147
 KG0147.The modeled gravity was interpolated from observed gravity values.
 KG0147
 KG0147;                    North         East    Units  Estimated Accuracy
 KG0147;SPC KS N     -    86,510.      340,420.      MT  (+/- 180 meters Scaled)
 KG0147
 KG0147                          SUPERSEDED SURVEY CONTROL
 KG0147
 KG0147  NGVD 29 (??/??/92)  478.477  (m)         1569.80   (f) ADJ UNCH    2 0
 KG0147
 KG0147.Superseded values are not recommended for survey control.
 KG0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0147.See file dsdata.txt to determine how the superseded data were derived.
 KG0147
 KG0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ268290(NAD 83)
 KG0147_MARKER: DB = BENCH MARK DISK
 KG0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0147_STAMPING: A 164 1934
 KG0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0147+STABILITY: SURFACE MOTION
 KG0147
 KG0147  HISTORY     - Date     Condition        Report By
 KG0147  HISTORY     - 1934     MONUMENTED       CGS
 KG0147  HISTORY     - 1935     GOOD             NGS
 KG0147
 KG0147                          STATION DESCRIPTION
 KG0147
 KG0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KG0147'AT LURAY.
 KG0147'AT LURAY, RUSSELL COUNTY, 6 POLES EAST OF THE UNION PACIFIC
 KG0147'RAILROAD STATION, AT A ROAD CROSSING, 20 FEET EAST OF THE ROAD,
 KG0147'50 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND IN LINE WITH
 KG0147'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 164 1934
 KG0147'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0157 ***********************************************************************
 KG0157  DESIGNATION -  A 165
 KG0157  PID         -  KG0157
 KG0157  STATE/COUNTY-  KS/RUSSELL
 KG0157  USGS QUAD   -  WALDO (1978)
 KG0157
 KG0157                         *CURRENT SURVEY CONTROL
 KG0157  ___________________________________________________________________
 KG0157* NAD 83(1986)-  39 03 45.     (N)    098 47 53.     (W)     SCALED    
 KG0157* NAVD 88     -       551.733  (meters)    1810.14   (feet)  ADJUSTED  
 KG0157  ___________________________________________________________________
 KG0157  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 KG0157  DYNAMIC HT  -         551.352 (meters)    1808.89  (feet)  COMP
 KG0157  MODELED GRAV-     979,920.3   (mgal)                       NAVD 88
 KG0157
 KG0157  VERT ORDER  -  SECOND    CLASS 0
 KG0157
 KG0157.The horizontal coordinates were scaled from a topographic map and have
 KG0157.an estimated accuracy of +/- 6 seconds.
 KG0157
 KG0157.The orthometric height was determined by differential leveling
 KG0157.and adjusted by the National Geodetic Survey in June 1991..
 KG0157
 KG0157.The geoid height was determined by GEOID03.
 KG0157
 KG0157.The dynamic height is computed by dividing the NAVD 88
 KG0157.geopotential number by the normal gravity value computed on the
 KG0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0157.degrees latitude (g = 980.6199 gals.).
 KG0157
 KG0157.The modeled gravity was interpolated from observed gravity values.
 KG0157
 KG0157;                    North         East    Units  Estimated Accuracy
 KG0157;SPC KS N     -    81,250.      330,930.      MT  (+/- 180 meters Scaled)
 KG0157
 KG0157                          SUPERSEDED SURVEY CONTROL
 KG0157
 KG0157  NGVD 29 (??/??/92)  551.532  (m)         1809.48   (f) ADJ UNCH    2 0
 KG0157
 KG0157.Superseded values are not recommended for survey control.
 KG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0157.See file dsdata.txt to determine how the superseded data were derived.
 KG0157
 KG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ174237(NAD 83)
 KG0157_MARKER: DB = BENCH MARK DISK
 KG0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0157_STAMPING: A 165 1934
 KG0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0157+STABILITY: SURFACE MOTION
 KG0157
 KG0157  HISTORY     - Date     Condition        Report By
 KG0157  HISTORY     - 1934     MONUMENTED       CGS
 KG0157
 KG0157                          STATION DESCRIPTION
 KG0157
 KG0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0157'3.9 MI S FROM WALDO.
 KG0157'3.9 MILES SOUTH OF UNION PACIFIC STATION AT WALDO 0.2 MILE NORTH
 KG0157'OF AN EAST AND WEST CROSS ROAD, 0.1 MILE NORTH OF SMALL GALVANIZED
 KG0157'CULVERT, 25 FEET EAST OF STATE HIGHWAY 8, IN RIGHT OF WAY FENCE
 KG0157'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0075 ***********************************************************************
 KG0075  DESIGNATION -  A 166
 KG0075  PID         -  KG0075
 KG0075  STATE/COUNTY-  KS/MITCHELL
 KG0075  USGS QUAD   -  GLEN ELDER SOUTH (1979)
 KG0075
 KG0075                         *CURRENT SURVEY CONTROL
 KG0075  ___________________________________________________________________
 KG0075* NAD 83(1986)-  39 29 18.     (N)    098 15 28.     (W)     SCALED    
 KG0075* NAVD 88     -       431.849  (meters)    1416.82   (feet)  ADJUSTED  
 KG0075  ___________________________________________________________________
 KG0075  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 KG0075  DYNAMIC HT  -         431.579 (meters)    1415.94  (feet)  COMP
 KG0075  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 KG0075
 KG0075  VERT ORDER  -  SECOND    CLASS 0
 KG0075
 KG0075.The horizontal coordinates were scaled from a topographic map and have
 KG0075.an estimated accuracy of +/- 6 seconds.
 KG0075
 KG0075.The orthometric height was determined by differential leveling
 KG0075.and adjusted by the National Geodetic Survey in June 1991..
 KG0075
 KG0075.The geoid height was determined by GEOID03.
 KG0075
 KG0075.The dynamic height is computed by dividing the NAVD 88
 KG0075.geopotential number by the normal gravity value computed on the
 KG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0075.degrees latitude (g = 980.6199 gals.).
 KG0075
 KG0075.The modeled gravity was interpolated from observed gravity values.
 KG0075
 KG0075;                    North         East    Units  Estimated Accuracy
 KG0075;SPC KS N     -   128,250.      377,830.      MT  (+/- 180 meters Scaled)
 KG0075
 KG0075                          SUPERSEDED SURVEY CONTROL
 KG0075
 KG0075  NGVD 29 (??/??/92)  431.685  (m)         1416.29   (f) ADJ UNCH    2 0
 KG0075
 KG0075.Superseded values are not recommended for survey control.
 KG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0075.See file dsdata.txt to determine how the superseded data were derived.
 KG0075
 KG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ638712(NAD 83)
 KG0075_MARKER: DB = BENCH MARK DISK
 KG0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0075_SP_SET: BRIDGE ABUTMENT
 KG0075_STAMPING: A 166 1934
 KG0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0075
 KG0075  HISTORY     - Date     Condition        Report By
 KG0075  HISTORY     - 1934     MONUMENTED       CGS
 KG0075
 KG0075                          STATION DESCRIPTION
 KG0075
 KG0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0075'2.7 MI E FROM GLEN ELDER.
 KG0075'2.7 MILES EAST OF MISSOURI PAC. STATION AT GLEN ELDER 2 POLES
 KG0075'EAST OF MILE POST 523, 60 FEET NORTH OF CENTERLINE OF MISSOURI
 KG0075'PACIFIC RAILROAD TRACK AND 60 FEET NORTH OF RAILROAD TRESTLE
 KG0075'104, IN THE SOUTHEAST ABUTMENT OF CONCRETE BRIDGE ON U.S.
 KG0075'HIGHWAY 40-N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0076 ***********************************************************************
 KG0076  DESIGNATION -  A 166 RESET
 KG0076  PID         -  KG0076
 KG0076  STATE/COUNTY-  KS/MITCHELL
 KG0076  USGS QUAD   -  GLEN ELDER SOUTH (1979)
 KG0076
 KG0076                         *CURRENT SURVEY CONTROL
 KG0076  ___________________________________________________________________
 KG0076* NAD 83(1986)-  39 29 19.     (N)    098 15 28.     (W)     SCALED    
 KG0076* NAVD 88     -       431.96   (meters)    1417.2    (feet)  RESET     
 KG0076  ___________________________________________________________________
 KG0076  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 KG0076
 KG0076  VERT ORDER  -  THIRD
 KG0076
 KG0076.The horizontal coordinates were scaled from a topographic map and have
 KG0076.an estimated accuracy of +/- 6 seconds.
 KG0076
 KG0076.The orthometric height was computed from unverified reset data.
 KG0076.No vertical observational check was made to the station.
 KG0076
 KG0076.The geoid height was determined by GEOID03.
 KG0076
 KG0076;                    North         East    Units  Estimated Accuracy
 KG0076;SPC KS N     -   128,280.      377,830.      MT  (+/- 180 meters Scaled)
 KG0076
 KG0076                          SUPERSEDED SURVEY CONTROL
 KG0076
 KG0076  NGVD 29 (??/??/??)  431.80   (m)         1416.7    (f) RESET       3  
 KG0076
 KG0076.Superseded values are not recommended for survey control.
 KG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0076.See file dsdata.txt to determine how the superseded data were derived.
 KG0076
 KG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ638712(NAD 83)
 KG0076_MARKER: DB = BENCH MARK DISK
 KG0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0076_STAMPING: A 166 1934 RESET 1961
 KG0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0076+STABILITY: SURFACE MOTION
 KG0076
 KG0076  HISTORY     - Date     Condition        Report By
 KG0076  HISTORY     - 1961     MONUMENTED       CGS
 KG0076
 KG0076                          STATION DESCRIPTION
 KG0076
 KG0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KG0076'2.7 MI E FROM GLEN ELDER.
 KG0076'THIS MARK IS LOCATED 2.7 MILES EAST ALONG THE MISSOURI PACIFIC
 KG0076'RR FROM THE STATION AT GLEN ELDER, 90 FEET NORTHWEST OF THE 4TH
 KG0076'POLE EAST OF MILEPOST 523, 197 FEET EAST OF THE EAST ABUTMENT
 KG0076'OF RAILROAD BRIDGE 522.9, 62 FEET SOUTH OF THE CENTERLINE OF
 KG0076'NEW U.S. HIGHWAY 24, AND 22 FEET NORTH OF THE NORTH RAIL OF
 KG0076'TRACK.  SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0089 ***********************************************************************
 KG0089  DESIGNATION -  A 168
 KG0089  PID         -  KG0089
 KG0089  STATE/COUNTY-  KS/LINCOLN
 KG0089  USGS QUAD   -  SYLVAN GROVE (1963)
 KG0089
 KG0089                         *CURRENT SURVEY CONTROL
 KG0089  ___________________________________________________________________
 KG0089* NAD 83(1986)-  39 00 34.     (N)    098 23 38.     (W)     SCALED    
 KG0089* NAVD 88     -       440.552  (meters)    1445.38   (feet)  ADJUSTED  
 KG0089  ___________________________________________________________________
 KG0089  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 KG0089  DYNAMIC HT  -         440.254 (meters)    1444.40  (feet)  COMP
 KG0089  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 KG0089
 KG0089  VERT ORDER  -  SECOND    CLASS 0
 KG0089
 KG0089.The horizontal coordinates were scaled from a topographic map and have
 KG0089.an estimated accuracy of +/- 6 seconds.
 KG0089
 KG0089.The orthometric height was determined by differential leveling
 KG0089.and adjusted by the National Geodetic Survey in June 1991..
 KG0089
 KG0089.The geoid height was determined by GEOID03.
 KG0089
 KG0089.The dynamic height is computed by dividing the NAVD 88
 KG0089.geopotential number by the normal gravity value computed on the
 KG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0089.degrees latitude (g = 980.6199 gals.).
 KG0089
 KG0089.The modeled gravity was interpolated from observed gravity values.
 KG0089
 KG0089;                    North         East    Units  Estimated Accuracy
 KG0089;SPC KS N     -    75,130.      365,890.      MT  (+/- 180 meters Scaled)
 KG0089
 KG0089                          SUPERSEDED SURVEY CONTROL
 KG0089
 KG0089  NGVD 29 (??/??/92)  440.389  (m)         1444.84   (f) ADJ UNCH    2 0
 KG0089
 KG0089.Superseded values are not recommended for survey control.
 KG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0089.See file dsdata.txt to determine how the superseded data were derived.
 KG0089
 KG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ524179(NAD 83)
 KG0089_MARKER: DB = BENCH MARK DISK
 KG0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0089_SP_SET: CONCRETE FOOTING
 KG0089_STAMPING: A 168 1934
 KG0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0089
 KG0089  HISTORY     - Date     Condition        Report By
 KG0089  HISTORY     - 1934     MONUMENTED       CGS
 KG0089  HISTORY     - 20050126 MARK NOT FOUND   SKW
 KG0089
 KG0089                          STATION DESCRIPTION
 KG0089
 KG0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0089'AT SYLVAN GROVE.
 KG0089'AT SYLVAN GROVE, LINCOLN COUNTY, 200 FEET WEST OF THE UNION
 KG0089'PACIFIC RAILROAD STATION, 1 POLE EAST OF MILEPOST 47, AT THE
 KG0089'WATER TOWER, IN THE SOUTH SURFACE OF THE SOUTHEAST CONCRETE FOOTING,
 KG0089'12 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 2 FEET
 KG0089'ABOVE GROUND.  A STANDARD DISK, STAMPED A 168 1934.
 KG0089
 KG0089                          STATION RECOVERY (2005)
 KG0089
 KG0089'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 KG0089'A CITY EMPLOYEE STATED THAT SOMEONE REMOVED THE BRASS DISC IN THE
 KG0089'1980'S.  THE WATER TOWER AND ALL FOOTINGS WERE REMOVED IN THE 1990'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0062 ***********************************************************************
 KG0062  DESIGNATION -  A 169
 KG0062  PID         -  KG0062
 KG0062  STATE/COUNTY-  KS/LINCOLN
 KG0062  USGS QUAD   -  LINCOLN (1962)
 KG0062
 KG0062                         *CURRENT SURVEY CONTROL
 KG0062  ___________________________________________________________________
 KG0062* NAD 83(1986)-  39 05 33.     (N)    098 08 31.     (W)     SCALED    
 KG0062* NAVD 88     -       490.704  (meters)    1609.92   (feet)  ADJUSTED  
 KG0062  ___________________________________________________________________
 KG0062  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 KG0062  DYNAMIC HT  -         490.366 (meters)    1608.81  (feet)  COMP
 KG0062  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 KG0062
 KG0062  VERT ORDER  -  SECOND    CLASS 0
 KG0062
 KG0062.The horizontal coordinates were scaled from a topographic map and have
 KG0062.an estimated accuracy of +/- 6 seconds.
 KG0062
 KG0062.The orthometric height was determined by differential leveling
 KG0062.and adjusted by the National Geodetic Survey in June 1991..
 KG0062
 KG0062.The geoid height was determined by GEOID03.
 KG0062
 KG0062.The dynamic height is computed by dividing the NAVD 88
 KG0062.geopotential number by the normal gravity value computed on the
 KG0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0062.degrees latitude (g = 980.6199 gals.).
 KG0062
 KG0062.The modeled gravity was interpolated from observed gravity values.
 KG0062
 KG0062;                    North         East    Units  Estimated Accuracy
 KG0062;SPC KS N     -    84,290.      387,720.      MT  (+/- 180 meters Scaled)
 KG0062
 KG0062                          SUPERSEDED SURVEY CONTROL
 KG0062
 KG0062  NGVD 29 (??/??/92)  490.545  (m)         1609.40   (f) ADJ UNCH    2 0
 KG0062
 KG0062.Superseded values are not recommended for survey control.
 KG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0062.See file dsdata.txt to determine how the superseded data were derived.
 KG0062
 KG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ742273(NAD 83)
 KG0062_MARKER: DB = BENCH MARK DISK
 KG0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0062_STAMPING: A 169 1934
 KG0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0062+STABILITY: SURFACE MOTION
 KG0062
 KG0062  HISTORY     - Date     Condition        Report By
 KG0062  HISTORY     - 1934     MONUMENTED       CGS
 KG0062  HISTORY     - 20050126 MARK NOT FOUND   SKW
 KG0062
 KG0062                          STATION DESCRIPTION
 KG0062
 KG0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0062'3.7 MI N FROM LINCOLN.
 KG0062'3.7 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE COUNTY COURTHOUSE
 KG0062'AT LINCOLN, LINCOLN COUNTY, AT THE TOP OF A HILL, 200 FEET
 KG0062'NORTHWEST OF AN UNPAINTED HOUSE, AND 25 FEET EAST OF THE CENTER
 KG0062'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 169 1934 AND
 KG0062'SET IN THE TOP OF A CONCRETE POST.
 KG0062
 KG0062                          STATION RECOVERY (2005)
 KG0062
 KG0062'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 KG0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0543 ***********************************************************************
 HE0543  DESIGNATION -  A 17
 HE0543  PID         -  HE0543
 HE0543  STATE/COUNTY-  KS/MONTGOMERY
 HE0543  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0543
 HE0543                         *CURRENT SURVEY CONTROL
 HE0543  ___________________________________________________________________
 HE0543* NAD 83(1986)-  37 01 50.     (N)    095 36 57.     (W)     SCALED    
 HE0543* NAVD 88     -       223.453  (meters)     733.11   (feet)  ADJUSTED  
 HE0543  ___________________________________________________________________
 HE0543  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE0543  DYNAMIC HT  -         223.276 (meters)     732.53  (feet)  COMP
 HE0543  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 HE0543
 HE0543  VERT ORDER  -  FIRST     CLASS II
 HE0543
 HE0543.The horizontal coordinates were scaled from a topographic map and have
 HE0543.an estimated accuracy of +/- 6 seconds.
 HE0543
 HE0543.The orthometric height was determined by differential leveling
 HE0543.and adjusted by the National Geodetic Survey in June 1991..
 HE0543
 HE0543.The geoid height was determined by GEOID03.
 HE0543
 HE0543.The dynamic height is computed by dividing the NAVD 88
 HE0543.geopotential number by the normal gravity value computed on the
 HE0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0543.degrees latitude (g = 980.6199 gals.).
 HE0543
 HE0543.The modeled gravity was interpolated from observed gravity values.
 HE0543
 HE0543;                    North         East    Units  Estimated Accuracy
 HE0543;SPC KS S     -   444,360.      656,600.      MT  (+/- 180 meters Scaled)
 HE0543
 HE0543                          SUPERSEDED SURVEY CONTROL
 HE0543
 HE0543  NGVD 29 (??/??/92)  223.315  (m)          732.66   (f) ADJ UNCH    1 2
 HE0543
 HE0543.Superseded values are not recommended for survey control.
 HE0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0543.See file dsdata.txt to determine how the superseded data were derived.
 HE0543
 HE0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB673014(NAD 83)
 HE0543_MARKER: DB = BENCH MARK DISK
 HE0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0543_STAMPING: A-17 1933
 HE0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0543+STABILITY: SURFACE MOTION
 HE0543
 HE0543  HISTORY     - Date     Condition        Report By
 HE0543  HISTORY     - 1933     MONUMENTED       CGS
 HE0543  HISTORY     - 1968     GOOD             RBNF
 HE0543  HISTORY     - 1980     GOOD             NGS
 HE0543  HISTORY     - 1980     GOOD             NGS
 HE0543  HISTORY     - 19910718 GOOD             USPSQD
 HE0543  HISTORY     - 20051231 GOOD             GEOCAC
 HE0543
 HE0543                          STATION DESCRIPTION
 HE0543
 HE0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0543'IN COFFEYVILLE.
 HE0543'AT THE INTERSECTION TO THE MO. PAC. R.R. AND THE M.K. AND T.
 HE0543'R.R., 40 FT. NORTH OF CENTER OF MO. PAC. R.R., 70 FT. WEST OF
 HE0543'CENTER OF M.K. AND T. R.R., 18 FT. WEST OF SIDEWALK ON SOUTH
 HE0543'WALNUT ST. 35 FT. SOUTH OF MO. PAC. FREIGHT HOUSE.
 HE0543
 HE0543                          STATION RECOVERY (1968)
 HE0543
 HE0543'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1968
 HE0543'RECOVERED IN GOOD CONDITION.
 HE0543
 HE0543                          STATION RECOVERY (1980)
 HE0543
 HE0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0543'AT COFFEEVILLE AT THE CROSSING OF SOUTH WALNUT STREET, ALSO U.S.
 HE0543'HIGHWAY 169, AND THE MISSOURI PACIFIC RAILROAD, 55.5 FEET WEST OF THE
 HE0543'CENTERLINE OF THE STREET, 43.0 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 HE0543'OF AN OLD BRICK WAREHOUSE, 37.5 FEET SOUTH OF THE SOUTH WALL OF THE
 HE0543'WAREHOUSE, 36.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 32.0
 HE0543'FEET NORTHWEST OF A RAILROAD WARNING SIGNAL POLE, 5.8 FEET
 HE0543'EAST-SOUTHEAST OF
 HE0543
 HE0543                          STATION RECOVERY (1980)
 HE0543
 HE0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0543'AT COFFEEVILLE AT THE CROSSING OF SOUTH WALNUT STREET, ALSO U.S.
 HE0543'HIGHWAY 169, AND THE MISSOURI PACIFIC RAILROAD, 55.5 FEET WEST OF THE
 HE0543'CENTERLINE OF THE STREET, 43.0 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 HE0543'OF AN OLD BRICK WAREHOUSE, 37.5 FEET SOUTH OF THE SOUTH WALL OF THE
 HE0543'WAREHOUSE, 36.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 32.0
 HE0543'FEET NORTHWEST OF A RAILROAD WARNING SIGNAL POLE, 5.8 FEET
 HE0543'EAST-SOUTHEAST OF
 HE0543
 HE0543                          STATION RECOVERY (1991)
 HE0543
 HE0543'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 HE0543'RECOVERED IN GOOD CONDITION.
 HE0543
 HE0543                          STATION RECOVERY (2005)
 HE0543
 HE0543'RECOVERY NOTE BY GEOCACHING 2005 (RCB)
 HE0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0184 ***********************************************************************
 KG0184  DESIGNATION -  A 170 RESET
 KG0184  PID         -  KG0184
 KG0184  STATE/COUNTY-  KS/SMITH
 KG0184  USGS QUAD   -  BACHELORS RUN (1973)
 KG0184
 KG0184                         *CURRENT SURVEY CONTROL
 KG0184  ___________________________________________________________________
 KG0184* NAD 83(1986)-  39 54 56.     (N)    098 56 09.     (W)     SCALED    
 KG0184* NAVD 88     -       618.85   (meters)    2030.3    (feet)  RESET     
 KG0184  ___________________________________________________________________
 KG0184  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 KG0184
 KG0184  VERT ORDER  -  THIRD
 KG0184
 KG0184.The horizontal coordinates were scaled from a topographic map and have
 KG0184.an estimated accuracy of +/- 6 seconds.
 KG0184
 KG0184.The orthometric height was computed from unverified reset data.
 KG0184
 KG0184.The geoid height was determined by GEOID03.
 KG0184
 KG0184;                    North         East    Units  Estimated Accuracy
 KG0184;SPC KS N     -   176,070.      319,990.      MT  (+/- 180 meters Scaled)
 KG0184
 KG0184                          SUPERSEDED SURVEY CONTROL
 KG0184
 KG0184.No superseded survey control is available for this station.
 KG0184
 KG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK054183(NAD 83)
 KG0184_MARKER: DB = BENCH MARK DISK
 KG0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0184_STAMPING: A 170 RESET 1947
 KG0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0184+STABILITY: SURFACE MOTION
 KG0184
 KG0184  HISTORY     - Date     Condition        Report By
 KG0184  HISTORY     - 1947     MONUMENTED       CGS
 KG0184  HISTORY     - 1947     GOOD             NGS
 KG0184
 KG0184                          STATION DESCRIPTION
 KG0184
 KG0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KG0184'12.2 MI S FROM FRANKLIN.
 KG0184'IN SMITH COUNTY, KANSAS ABOUT 12.2 MILES SOUTH ALONG NEBRASKA
 KG0184'STATE HIGHWAY 10 AND KANSAS STATE HIGHWAY 8 FROM THE CHICAGO,
 KG0184'BURLINGTON AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN
 KG0184'COUNTY, NEBRASKA, 49 FEET NORTH AND 28 FEET WEST OF THE NORTHEAST
 KG0184'CORNER OF SEC. 6.  T. 2 S., R. 14 W., 70 FEET WEST AND 50 FEET
 KG0184'NORTH OF A ROAD INTERSECTION, 36 FEET NORTH OF AN EAST-AND-WEST
 KG0184'FENCE, AND 49 FEET WEST OF THE WEST END OF A 36-INCH PIPE CULVERT.
 KG0184'A STATE SURVEY STANDARD DISK, STAMPED A 170 RESET 1947 AND SET IN
 KG0184'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0015 ***********************************************************************
 KG0015  DESIGNATION -  A 171
 KG0015  PID         -  KG0015
 KG0015  STATE/COUNTY-  KS/JEWELL
 KG0015  USGS QUAD   -  MANKATO (1969)
 KG0015
 KG0015                         *CURRENT SURVEY CONTROL
 KG0015  ___________________________________________________________________
 KG0015* NAD 83(1986)-  39 46 53.     (N)    098 12 45.     (W)     SCALED    
 KG0015* NAVD 88     -       524.693  (meters)    1721.43   (feet)  ADJUSTED  
 KG0015  ___________________________________________________________________
 KG0015  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 KG0015  DYNAMIC HT  -         524.367 (meters)    1720.36  (feet)  COMP
 KG0015  MODELED GRAV-     979,987.3   (mgal)                       NAVD 88
 KG0015
 KG0015  VERT ORDER  -  SECOND    CLASS 0
 KG0015
 KG0015.The horizontal coordinates were scaled from a topographic map and have
 KG0015.an estimated accuracy of +/- 6 seconds.
 KG0015
 KG0015.The orthometric height was determined by differential leveling
 KG0015.and adjusted by the National Geodetic Survey in June 1991..
 KG0015
 KG0015.The geoid height was determined by GEOID03.
 KG0015
 KG0015.The dynamic height is computed by dividing the NAVD 88
 KG0015.geopotential number by the normal gravity value computed on the
 KG0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0015.degrees latitude (g = 980.6199 gals.).
 KG0015
 KG0015.The modeled gravity was interpolated from observed gravity values.
 KG0015
 KG0015;                    North         East    Units  Estimated Accuracy
 KG0015;SPC KS N     -   160,780.      381,800.      MT  (+/- 180 meters Scaled)
 KG0015
 KG0015                          SUPERSEDED SURVEY CONTROL
 KG0015
 KG0015  NGVD 29 (??/??/92)  524.492  (m)         1720.77   (f) ADJ UNCH    2 0
 KG0015
 KG0015.Superseded values are not recommended for survey control.
 KG0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0015.See file dsdata.txt to determine how the superseded data were derived.
 KG0015
 KG0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK674037(NAD 83)
 KG0015_MARKER: DD = SURVEY DISK
 KG0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0015_STAMPING: A 171 1934
 KG0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0015+STABILITY: SURFACE MOTION
 KG0015
 KG0015  HISTORY     - Date     Condition        Report By
 KG0015  HISTORY     - 1934     MONUMENTED       KSGS
 KG0015
 KG0015                          STATION DESCRIPTION
 KG0015
 KG0015'DESCRIBED BY KANSAS GEODETIC SURVEY 1934
 KG0015'AT MANKATO.
 KG0015'AT MANKATO, JEWELL COUNTY, 200 FEET NORTHWEST OF THE MISSOURI
 KG0015'PACIFIC RAILROAD STATION, 1-1/2 POLES SOUTH OF MILEPOST 521+20,
 KG0015'AND 36 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK.  A
 KG0015'STATE SURVEY STANDARD DISK, STAMPED A 171 1934 AND SET IN THE
 KG0015'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0606 ***********************************************************************
 KF0606  DESIGNATION -  A 172
 KF0606  PID         -  KF0606
 KF0606  STATE/COUNTY-  KS/JEWELL
 KF0606  USGS QUAD   -  COURTLAND (1969)
 KF0606
 KF0606                         *CURRENT SURVEY CONTROL
 KF0606  ___________________________________________________________________
 KF0606* NAD 83(1986)-  39 46 52.     (N)    097 59 23.     (W)     SCALED    
 KF0606* NAVD 88     -       461.183  (meters)    1513.06   (feet)  ADJUSTED  
 KF0606  ___________________________________________________________________
 KF0606  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 KF0606  DYNAMIC HT  -         460.909 (meters)    1512.17  (feet)  COMP
 KF0606  MODELED GRAV-     980,016.8   (mgal)                       NAVD 88
 KF0606
 KF0606  VERT ORDER  -  FIRST     CLASS II
 KF0606
 KF0606.The horizontal coordinates were scaled from a topographic map and have
 KF0606.an estimated accuracy of +/- 6 seconds.
 KF0606
 KF0606.The orthometric height was determined by differential leveling
 KF0606.and adjusted by the National Geodetic Survey in June 1991..
 KF0606
 KF0606.The geoid height was determined by GEOID03.
 KF0606
 KF0606.The dynamic height is computed by dividing the NAVD 88
 KF0606.geopotential number by the normal gravity value computed on the
 KF0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0606.degrees latitude (g = 980.6199 gals.).
 KF0606
 KF0606.The modeled gravity was interpolated from observed gravity values.
 KF0606
 KF0606;                    North         East    Units  Estimated Accuracy
 KF0606;SPC KS N     -   160,730.      400,880.      MT  (+/- 180 meters Scaled)
 KF0606
 KF0606                          SUPERSEDED SURVEY CONTROL
 KF0606
 KF0606  NGVD 29 (??/??/92)  461.037  (m)         1512.59   (f) ADJ UNCH    1 2
 KF0606
 KF0606.Superseded values are not recommended for survey control.
 KF0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0606.See file dsdata.txt to determine how the superseded data were derived.
 KF0606
 KF0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK865039(NAD 83)
 KF0606_MARKER: DB = BENCH MARK DISK
 KF0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0606_STAMPING: A 172 1934
 KF0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0606+STABILITY: SURFACE MOTION
 KF0606
 KF0606  HISTORY     - Date     Condition        Report By
 KF0606  HISTORY     - 1934     MONUMENTED       CGS
 KF0606  HISTORY     - 1941     GOOD             NGS
 KF0606
 KF0606                          STATION DESCRIPTION
 KF0606
 KF0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0606'AT FORMOSO.
 KF0606'ABOUT 500 FEET EAST OF ROCK ISLAND RAILROAD STATION, AT MILE
 KF0606'POST 209-30, 90 FEET EAST OF GAS TANKES, 33 FEET SOUTH OF
 KF0606'CENTERLINE OF MAIN TRACK.  NOTE-- MARK IS SLIGHTLY LOOSE IN
 KF0606'THE GROUND.
 KF0606
 KF0606                          STATION RECOVERY (1941)
 KF0606
 KF0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KF0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0097 ***********************************************************************
 KG0097  DESIGNATION -  A 173
 KG0097  PID         -  KG0097
 KG0097  STATE/COUNTY-  KS/LINCOLN
 KG0097  USGS QUAD   -  SHADY BEND (1963)
 KG0097
 KG0097                         *CURRENT SURVEY CONTROL
 KG0097  ___________________________________________________________________
 KG0097* NAD 83(1986)-  39 01 18.     (N)    098 02 25.     (W)     SCALED    
 KG0097* NAVD 88     -       408.236  (meters)    1339.35   (feet)  ADJUSTED  
 KG0097  ___________________________________________________________________
 KG0097  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 KG0097  DYNAMIC HT  -         407.957 (meters)    1338.44  (feet)  COMP
 KG0097  MODELED GRAV-     979,934.0   (mgal)                       NAVD 88
 KG0097
 KG0097  VERT ORDER  -  SECOND    CLASS 0
 KG0097
 KG0097.The horizontal coordinates were scaled from a topographic map and have
 KG0097.an estimated accuracy of +/- 6 seconds.
 KG0097
 KG0097.The orthometric height was determined by differential leveling
 KG0097.and adjusted by the National Geodetic Survey in June 1991..
 KG0097
 KG0097.The geoid height was determined by GEOID03.
 KG0097
 KG0097.The dynamic height is computed by dividing the NAVD 88
 KG0097.geopotential number by the normal gravity value computed on the
 KG0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0097.degrees latitude (g = 980.6199 gals.).
 KG0097
 KG0097.The modeled gravity was interpolated from observed gravity values.
 KG0097
 KG0097;                    North         East    Units  Estimated Accuracy
 KG0097;SPC KS N     -    76,410.      396,510.      MT  (+/- 180 meters Scaled)
 KG0097
 KG0097                          SUPERSEDED SURVEY CONTROL
 KG0097
 KG0097  NGVD 29 (??/??/92)  408.092  (m)         1338.88   (f) ADJ UNCH    2 0
 KG0097
 KG0097.Superseded values are not recommended for survey control.
 KG0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0097.See file dsdata.txt to determine how the superseded data were derived.
 KG0097
 KG0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ830196(NAD 83)
 KG0097_MARKER: DB = BENCH MARK DISK
 KG0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0097_STAMPING: A 173 1934
 KG0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0097+STABILITY: SURFACE MOTION
 KG0097
 KG0097  HISTORY     - Date     Condition        Report By
 KG0097  HISTORY     - 1934     MONUMENTED       CGS
 KG0097  HISTORY     - 1960     GOOD             NGS
 KG0097
 KG0097                          STATION DESCRIPTION
 KG0097
 KG0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KG0097'0.9 MI W FROM SHADY BEND.
 KG0097'0.9 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0097'SIGN AT SHADY BEND, AT A FARM ROAD CROSSING, IN THE RIGHT OF WAY
 KG0097'FENCE 45 FEET NORTH FROM THE CENTER OF THE TRACK, SET IN A
 KG0097'SQUARE TOPPED CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0438 ***********************************************************************
 HE0438  DESIGNATION -  A 18
 HE0438  PID         -  HE0438
 HE0438  STATE/COUNTY-  KS/CHEROKEE
 HE0438  USGS QUAD   -  OSWEGO (1974)
 HE0438
 HE0438                         *CURRENT SURVEY CONTROL
 HE0438  ___________________________________________________________________
 HE0438* NAD 83(1986)-  37 09 52.     (N)    095 03 43.     (W)     SCALED    
 HE0438* NAVD 88     -       247.787  (meters)     812.95   (feet)  ADJUSTED  
 HE0438  ___________________________________________________________________
 HE0438  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HE0438  DYNAMIC HT  -         247.592 (meters)     812.31  (feet)  COMP
 HE0438  MODELED GRAV-     979,837.6   (mgal)                       NAVD 88
 HE0438
 HE0438  VERT ORDER  -  FIRST     CLASS II
 HE0438
 HE0438.The horizontal coordinates were scaled from a topographic map and have
 HE0438.an estimated accuracy of +/- 6 seconds.
 HE0438
 HE0438.The orthometric height was determined by differential leveling
 HE0438.and adjusted by the National Geodetic Survey in June 1991..
 HE0438
 HE0438.The geoid height was determined by GEOID03.
 HE0438
 HE0438.The dynamic height is computed by dividing the NAVD 88
 HE0438.geopotential number by the normal gravity value computed on the
 HE0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0438.degrees latitude (g = 980.6199 gals.).
 HE0438
 HE0438.The modeled gravity was interpolated from observed gravity values.
 HE0438
 HE0438;                    North         East    Units  Estimated Accuracy
 HE0438;SPC KS S     -   460,880.      705,300.      MT  (+/- 180 meters Scaled)
 HE0438
 HE0438                          SUPERSEDED SURVEY CONTROL
 HE0438
 HE0438  NGVD 29 (??/??/92)  247.676  (m)          812.58   (f) ADJ UNCH    1 2
 HE0438
 HE0438.Superseded values are not recommended for survey control.
 HE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0438.See file dsdata.txt to determine how the superseded data were derived.
 HE0438
 HE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB169151(NAD 83)
 HE0438_MARKER: DB = BENCH MARK DISK
 HE0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0438_SP_SET: BRIDGE PIER
 HE0438_STAMPING: A 18 1933
 HE0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0438
 HE0438  HISTORY     - Date     Condition        Report By
 HE0438  HISTORY     - 1933     MONUMENTED       CGS
 HE0438
 HE0438                          STATION DESCRIPTION
 HE0438
 HE0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0438'4 MI E FROM OSWEGO.
 HE0438'IN CHEROKEE COUNTY, ABOUT 4.0 MILES EAST ALONG THE ST. LOUIS-SAN
 HE0438'FRANCISCO RAILWAY FROM THE STATION AT OSWEGO, LABETTE COUNTY,
 HE0438'IN THE TOP OF THE EAST PIER OF BRIDGE 356.1 OVER NEOSHO RIVER,
 HE0438'5 FEET FROM THE SOUTH END, AND 1-1/2 FEET WEST OF THE EAST
 HE0438'FACE.  A STANDARD DISK, STAMPED A 18 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0509 ***********************************************************************
 HG0509  DESIGNATION -  A 180
 HG0509  PID         -  HG0509
 HG0509  STATE/COUNTY-  KS/CLARK
 HG0509  USGS QUAD   -  ENGLEWOOD (1972)
 HG0509
 HG0509                         *CURRENT SURVEY CONTROL
 HG0509  ___________________________________________________________________
 HG0509* NAD 83(1986)-  37 00 14.     (N)    099 58 43.     (W)     SCALED    
 HG0509* NAVD 88     -       602.596  (meters)    1977.02   (feet)  ADJUSTED  
 HG0509  ___________________________________________________________________
 HG0509  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 HG0509  DYNAMIC HT  -         602.043 (meters)    1975.20  (feet)  COMP
 HG0509  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 HG0509
 HG0509  VERT ORDER  -  SECOND    CLASS 0
 HG0509
 HG0509.The horizontal coordinates were scaled from a topographic map and have
 HG0509.an estimated accuracy of +/- 6 seconds.
 HG0509
 HG0509.The orthometric height was determined by differential leveling
 HG0509.and adjusted by the National Geodetic Survey in June 1991..
 HG0509
 HG0509.The geoid height was determined by GEOID03.
 HG0509
 HG0509.The dynamic height is computed by dividing the NAVD 88
 HG0509.geopotential number by the normal gravity value computed on the
 HG0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0509.degrees latitude (g = 980.6199 gals.).
 HG0509
 HG0509.The modeled gravity was interpolated from observed gravity values.
 HG0509
 HG0509;                    North         East    Units  Estimated Accuracy
 HG0509;SPC KS S     -   438,470.      268,390.      MT  (+/- 180 meters Scaled)
 HG0509
 HG0509                          SUPERSEDED SURVEY CONTROL
 HG0509
 HG0509  NGVD 29 (??/??/92)  602.305  (m)         1976.06   (f) ADJ UNCH    2 0
 HG0509
 HG0509.Superseded values are not recommended for survey control.
 HG0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0509.See file dsdata.txt to determine how the superseded data were derived.
 HG0509
 HG0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF129957(NAD 83)
 HG0509_MARKER: DB = BENCH MARK DISK
 HG0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0509_STAMPING: A 180 1934
 HG0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0509+STABILITY: SURFACE MOTION
 HG0509
 HG0509  HISTORY     - Date     Condition        Report By
 HG0509  HISTORY     - 1934     MONUMENTED       CGS
 HG0509  HISTORY     - 1970     MARK NOT FOUND   USGS
 HG0509
 HG0509                          STATION DESCRIPTION
 HG0509
 HG0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0509'1.9 MI S FROM ENGLEWOOD.
 HG0509'1.9 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE ATCHISON, TOPEKA
 HG0509'AND SANTA FE RAILWAY STATION AT ENGLEWOOD, CLARK COUNTY, 0.2
 HG0509'MILE NORTH OF THE OKLAHOMA-KANSAS STATE LINE, 69 FEET EAST OF
 HG0509'THE CENTER LINE OF THE HIGHWAY, AND AT THE RIGHT-OF-WAY FENCE.
 HG0509'A STANDARD DISK, STAMPED A 180 1934 AND SET IN THE TOP OF A
 HG0509'CONCRETE POST.
 HG0509
 HG0509                          STATION RECOVERY (1970)
 HG0509
 HG0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HG0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0445 ***********************************************************************
 HG0445  DESIGNATION -  A 181
 HG0445  PID         -  HG0445
 HG0445  STATE/COUNTY-  KS/COMANCHE
 HG0445  USGS QUAD   -  PROTECTION NE (1979)
 HG0445
 HG0445                         *CURRENT SURVEY CONTROL
 HG0445  ___________________________________________________________________
 HG0445* NAD 83(1986)-  37 13 20.     (N)    099 19 40.     (W)     SCALED    
 HG0445* NAVD 88     -       635.582  (meters)    2085.24   (feet)  ADJUSTED  
 HG0445  ___________________________________________________________________
 HG0445  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 HG0445  DYNAMIC HT  -         635.015 (meters)    2083.38  (feet)  COMP
 HG0445  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 HG0445
 HG0445  VERT ORDER  -  SECOND    CLASS 0
 HG0445
 HG0445.The horizontal coordinates were scaled from a topographic map and have
 HG0445.an estimated accuracy of +/- 6 seconds.
 HG0445
 HG0445.The orthometric height was determined by differential leveling
 HG0445.and adjusted by the National Geodetic Survey in June 1991..
 HG0445
 HG0445.The geoid height was determined by GEOID03.
 HG0445
 HG0445.The dynamic height is computed by dividing the NAVD 88
 HG0445.geopotential number by the normal gravity value computed on the
 HG0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0445.degrees latitude (g = 980.6199 gals.).
 HG0445
 HG0445.The modeled gravity was interpolated from observed gravity values.
 HG0445
 HG0445;                    North         East    Units  Estimated Accuracy
 HG0445;SPC KS S     -   461,990.      326,530.      MT  (+/- 180 meters Scaled)
 HG0445
 HG0445                          SUPERSEDED SURVEY CONTROL
 HG0445
 HG0445  NGVD 29 (??/??/92)  635.304  (m)         2084.33   (f) ADJ UNCH    2 0
 HG0445
 HG0445.Superseded values are not recommended for survey control.
 HG0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0445.See file dsdata.txt to determine how the superseded data were derived.
 HG0445
 HG0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG709195(NAD 83)
 HG0445_MARKER: DB = BENCH MARK DISK
 HG0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HG0445_SP_SET: BRIDGE
 HG0445_STAMPING: A-181 1934
 HG0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0445
 HG0445  HISTORY     - Date     Condition        Report By
 HG0445  HISTORY     - 1934     MONUMENTED       CGS
 HG0445
 HG0445                          STATION DESCRIPTION
 HG0445
 HG0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0445'3.1 MI S FROM COLDWATER.
 HG0445'3.1 MILES SOUTH OF COLDWATER A.T. AND SF. RR. STATION 195 FEET
 HG0445'EAST OF GRAND VIEW DISTRICT SCHOOL 20, 56 FEET NORTH OF CENTER
 HG0445'LINE OF SECTION LINE ROAD, 15 FEET WEST OF CENTER LINE OF U.S.
 HG0445'HIGHWAY 160, AND STATE HIGHWAY 1, IN SOUTHWEST WINGWALL OF
 HG0445'CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0502 ***********************************************************************
 HG0502  DESIGNATION -  A 182
 HG0502  PID         -  HG0502
 HG0502  STATE/COUNTY-  KS/CLARK
 HG0502  USGS QUAD   -  SITKA (1979)
 HG0502
 HG0502                         *CURRENT SURVEY CONTROL
 HG0502  ___________________________________________________________________
 HG0502* NAD 83(1986)-  37 10 46.     (N)    099 43 47.     (W)     SCALED    
 HG0502* NAVD 88     -       606.310  (meters)    1989.20   (feet)  ADJUSTED  
 HG0502  ___________________________________________________________________
 HG0502  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 HG0502  DYNAMIC HT  -         605.768 (meters)    1987.42  (feet)  COMP
 HG0502  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 HG0502
 HG0502  VERT ORDER  -  SECOND    CLASS 0
 HG0502
 HG0502.The horizontal coordinates were scaled from a topographic map and have
 HG0502.an estimated accuracy of +/- 6 seconds.
 HG0502
 HG0502.The orthometric height was determined by differential leveling
 HG0502.and adjusted by the National Geodetic Survey in June 1991..
 HG0502
 HG0502.The geoid height was determined by GEOID03.
 HG0502
 HG0502.The dynamic height is computed by dividing the NAVD 88
 HG0502.geopotential number by the normal gravity value computed on the
 HG0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0502.degrees latitude (g = 980.6199 gals.).
 HG0502
 HG0502.The modeled gravity was interpolated from observed gravity values.
 HG0502
 HG0502;                    North         East    Units  Estimated Accuracy
 HG0502;SPC KS S     -   457,630.      290,800.      MT  (+/- 180 meters Scaled)
 HG0502
 HG0502                          SUPERSEDED SURVEY CONTROL
 HG0502
 HG0502  NGVD 29 (??/??/92)  606.028  (m)         1988.28   (f) ADJ UNCH    2 0
 HG0502
 HG0502.Superseded values are not recommended for survey control.
 HG0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0502.See file dsdata.txt to determine how the superseded data were derived.
 HG0502
 HG0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG352150(NAD 83)
 HG0502_MARKER: DB = BENCH MARK DISK
 HG0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0502_STAMPING: A-182 1934
 HG0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0502+STABILITY: SURFACE MOTION
 HG0502
 HG0502  HISTORY     - Date     Condition        Report By
 HG0502  HISTORY     - 1934     MONUMENTED       CGS
 HG0502
 HG0502                          STATION DESCRIPTION
 HG0502
 HG0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0502'1.9 MI E FROM ASHLAND.
 HG0502'1.9 MILES EAST OF ASHLAND A.T. AND SF. RR. STATION 120 FEET
 HG0502'SOUTHWEST OF RAILROAD BRIDGE 148 B, 70 FEET EAST OF 8TH POLE
 HG0502'EAST OF MILEPOST 149, 55 FEET SOUTH OF NEAREST RAIL OF ATCHISON
 HG0502'TOPEKA AND SANTA FE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0280 ***********************************************************************
 HG0280  DESIGNATION -  A 184
 HG0280  PID         -  HG0280
 HG0280  STATE/COUNTY-  KS/BARBER
 HG0280  USGS QUAD   -  STUBBS (1973)
 HG0280
 HG0280                         *CURRENT SURVEY CONTROL
 HG0280  ___________________________________________________________________
 HG0280* NAD 83(1986)-  37 01 16.     (N)    098 31 18.     (W)     SCALED    
 HG0280* NAVD 88     -       411.493  (meters)    1350.04   (feet)  ADJUSTED  
 HG0280  ___________________________________________________________________
 HG0280  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0280  DYNAMIC HT  -         411.138 (meters)    1348.88  (feet)  COMP
 HG0280  MODELED GRAV-     979,756.5   (mgal)                       NAVD 88
 HG0280
 HG0280  VERT ORDER  -  SECOND    CLASS 0
 HG0280
 HG0280.The horizontal coordinates were scaled from a topographic map and have
 HG0280.an estimated accuracy of +/- 6 seconds.
 HG0280
 HG0280.The orthometric height was determined by differential leveling
 HG0280.and adjusted by the National Geodetic Survey in June 1991..
 HG0280
 HG0280.The geoid height was determined by GEOID03.
 HG0280
 HG0280.The dynamic height is computed by dividing the NAVD 88
 HG0280.geopotential number by the normal gravity value computed on the
 HG0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0280.degrees latitude (g = 980.6199 gals.).
 HG0280
 HG0280.The modeled gravity was interpolated from observed gravity values.
 HG0280
 HG0280;                    North         East    Units  Estimated Accuracy
 HG0280;SPC KS S     -   439,340.      398,070.      MT  (+/- 180 meters Scaled)
 HG0280
 HG0280                          SUPERSEDED SURVEY CONTROL
 HG0280
 HG0280  NGVD 29 (??/??/92)  411.309  (m)         1349.44   (f) ADJ UNCH    2 0
 HG0280
 HG0280.Superseded values are not recommended for survey control.
 HG0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0280.See file dsdata.txt to determine how the superseded data were derived.
 HG0280
 HG0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF425973(NAD 83)
 HG0280_MARKER: DB = BENCH MARK DISK
 HG0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0280_STAMPING: A-184 1934
 HG0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0280+STABILITY: SURFACE MOTION
 HG0280
 HG0280  HISTORY     - Date     Condition        Report By
 HG0280  HISTORY     - 1934     MONUMENTED       CGS
 HG0280
 HG0280                          STATION DESCRIPTION
 HG0280
 HG0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0280'1.9 MI W FROM KIOWA.
 HG0280'1.9 MILES WEST OF KIOWA A.T. AND S.F. RR. STATION, 35 FEET
 HG0280'SOUTH OF CENTER LINE OF KANSAS STATE HIGHWAYS 8 AND 14.  25
 HG0280'FEET EAST OF SECTION LINE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0310 ***********************************************************************
 HG0310  DESIGNATION -  A 185
 HG0310  PID         -  HG0310
 HG0310  STATE/COUNTY-  KS/PRATT
 HG0310  USGS QUAD   -  PRATT SW (1968)
 HG0310
 HG0310                         *CURRENT SURVEY CONTROL
 HG0310  ___________________________________________________________________
 HG0310* NAD 83(1986)-  37 31 45.     (N)    098 44 20.     (W)     SCALED    
 HG0310* NAVD 88     -       575.241  (meters)    1887.27   (feet)  ADJUSTED  
 HG0310  ___________________________________________________________________
 HG0310  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 HG0310  DYNAMIC HT  -         574.749 (meters)    1885.66  (feet)  COMP
 HG0310  MODELED GRAV-     979,757.5   (mgal)                       NAVD 88
 HG0310
 HG0310  VERT ORDER  -  SECOND    CLASS 0
 HG0310
 HG0310.The horizontal coordinates were scaled from a topographic map and have
 HG0310.an estimated accuracy of +/- 6 seconds.
 HG0310
 HG0310.The orthometric height was determined by differential leveling
 HG0310.and adjusted by the National Geodetic Survey in June 1991..
 HG0310
 HG0310.The geoid height was determined by GEOID03.
 HG0310
 HG0310.The dynamic height is computed by dividing the NAVD 88
 HG0310.geopotential number by the normal gravity value computed on the
 HG0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0310.degrees latitude (g = 980.6199 gals.).
 HG0310
 HG0310.The modeled gravity was interpolated from observed gravity values.
 HG0310
 HG0310;                    North         East    Units  Estimated Accuracy
 HG0310;SPC KS S     -   495,750.      378,890.      MT  (+/- 180 meters Scaled)
 HG0310
 HG0310                          SUPERSEDED SURVEY CONTROL
 HG0310
 HG0310  NGVD 29 (??/??/92)  575.001  (m)         1886.48   (f) ADJ UNCH    2 0
 HG0310
 HG0310.Superseded values are not recommended for survey control.
 HG0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0310.See file dsdata.txt to determine how the superseded data were derived.
 HG0310
 HG0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG230536(NAD 83)
 HG0310_MARKER: DB = BENCH MARK DISK
 HG0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0310_STAMPING: A-185 1934
 HG0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0310+STABILITY: SURFACE MOTION
 HG0310
 HG0310  HISTORY     - Date     Condition        Report By
 HG0310  HISTORY     - 1934     MONUMENTED       CGS
 HG0310  HISTORY     - 1943     GOOD             NGS
 HG0310
 HG0310                          STATION DESCRIPTION
 HG0310
 HG0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0310'7.3 MI S FROM PRATT.
 HG0310'7.3 MILES SOUTH OF A.T. AND SF. RR. STATION AT PRATT, 30 FEET
 HG0310'EAST OF CENTER LINE OF STATE HIGHWAY 8, IN NORTHEAST SECTION
 HG0310'CORNER.
 HG0310
 HG0310                          STATION RECOVERY (1943)
 HG0310
 HG0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 HG0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0311 ***********************************************************************
 HG0311  DESIGNATION -  A 185 RESET
 HG0311  PID         -  HG0311
 HG0311  STATE/COUNTY-  KS/PRATT
 HG0311  USGS QUAD   -  PRATT SW (1968)
 HG0311
 HG0311                         *CURRENT SURVEY CONTROL
 HG0311  ___________________________________________________________________
 HG0311* NAD 83(1986)-  37 31 45.     (N)    098 44 20.     (W)     SCALED    
 HG0311* NAVD 88     -       575.00   (meters)    1886.5    (feet)  RESET     
 HG0311  ___________________________________________________________________
 HG0311  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 HG0311
 HG0311  VERT ORDER  -  THIRD
 HG0311
 HG0311.The horizontal coordinates were scaled from a topographic map and have
 HG0311.an estimated accuracy of +/- 6 seconds.
 HG0311
 HG0311.The orthometric height was computed from unverified reset data.
 HG0311
 HG0311.The geoid height was determined by GEOID03.
 HG0311
 HG0311;                    North         East    Units  Estimated Accuracy
 HG0311;SPC KS S     -   495,750.      378,890.      MT  (+/- 180 meters Scaled)
 HG0311
 HG0311                          SUPERSEDED SURVEY CONTROL
 HG0311
 HG0311.No superseded survey control is available for this station.
 HG0311
 HG0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG230536(NAD 83)
 HG0311_MARKER: DB = BENCH MARK DISK
 HG0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0311_STAMPING: A 185 RESET 1936
 HG0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0311+STABILITY: SURFACE MOTION
 HG0311
 HG0311  HISTORY     - Date     Condition        Report By
 HG0311  HISTORY     - 1936     MONUMENTED       KSHC
 HG0311
 HG0311                          STATION DESCRIPTION
 HG0311
 HG0311'DESCRIBED BY KS HIGHWAY COMM 1936
 HG0311'7.3 MI S FROM PRATT.
 HG0311'7.3 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE ATCHISON, TOPEKA
 HG0311'AND SANTA FE RAILWAY STATION AT PRATT, PRATT COUNTY, AT STATION
 HG0311'396+80, AND 65 FEET FROM THE CENTER LINE OF THE HIGHWAY.  A
 HG0311'STANDARD DISK, STAMPED A 185 RESET 1936 AND SET IN THE TOP OF A
 HG0311'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0286 ***********************************************************************
 JH0286  DESIGNATION -  A 19
 JH0286  PID         -  JH0286
 JH0286  STATE/COUNTY-  KS/HAMILTON
 JH0286  USGS QUAD   -  PLUM CREEK NORTH (1966)
 JH0286
 JH0286                         *CURRENT SURVEY CONTROL
 JH0286  ___________________________________________________________________
 JH0286* NAD 83(1986)-  38 10 31.     (N)    101 45 43.     (W)     SCALED    
 JH0286* NAVD 88     -      1096.160  (meters)    3596.32   (feet)  ADJUSTED  
 JH0286  ___________________________________________________________________
 JH0286  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 JH0286  DYNAMIC HT  -        1095.144 (meters)    3592.98  (feet)  COMP
 JH0286  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 JH0286
 JH0286  VERT ORDER  -  SECOND    CLASS 0
 JH0286
 JH0286.The horizontal coordinates were scaled from a topographic map and have
 JH0286.an estimated accuracy of +/- 6 seconds.
 JH0286
 JH0286.The orthometric height was determined by differential leveling
 JH0286.and adjusted by the National Geodetic Survey in June 1991..
 JH0286
 JH0286.The geoid height was determined by GEOID03.
 JH0286
 JH0286.The dynamic height is computed by dividing the NAVD 88
 JH0286.geopotential number by the normal gravity value computed on the
 JH0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0286.degrees latitude (g = 980.6199 gals.).
 JH0286
 JH0286.The modeled gravity was interpolated from observed gravity values.
 JH0286
 JH0286;                    North         East    Units  Estimated Accuracy
 JH0286;SPC KS S     -   572,430.      114,250.      MT  (+/- 180 meters Scaled)
 JH0286
 JH0286                          SUPERSEDED SURVEY CONTROL
 JH0286
 JH0286  NGVD 29 (??/??/92) 1095.716  (m)         3594.86   (f) ADJ UNCH    2 0
 JH0286
 JH0286.Superseded values are not recommended for survey control.
 JH0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0286.See file dsdata.txt to determine how the superseded data were derived.
 JH0286
 JH0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH580288(NAD 83)
 JH0286_MARKER: DB = BENCH MARK DISK
 JH0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0286_STAMPING: A 19 1934
 JH0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0286+STABILITY: SURFACE MOTION
 JH0286
 JH0286  HISTORY     - Date     Condition        Report By
 JH0286  HISTORY     - 1934     MONUMENTED       CGS
 JH0286  HISTORY     - 1953     GOOD             NGS
 JH0286
 JH0286                          STATION DESCRIPTION
 JH0286
 JH0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JH0286'13.9 MI N FROM SYRACUSE.
 JH0286'13.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM SYRACUSE, HAMILTON
 JH0286'COUNTY, AT THE NORTHWEST CORNER OF SECTION 6, T 22 S, R 40 W,
 JH0286'AT A ROAD INTERSECTION, 97 FEET EAST OF THE CENTERLINE OF THE
 JH0286'HIGHWAY, AND 17 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 JH0286'SECTION-LINE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0501 ***********************************************************************
 JG0501  DESIGNATION -  A 190
 JG0501  PID         -  JG0501
 JG0501  STATE/COUNTY-  KS/HODGEMAN
 JG0501  USGS QUAD   -  JETMORE (1969)
 JG0501
 JG0501                         *CURRENT SURVEY CONTROL
 JG0501  ___________________________________________________________________
 JG0501* NAD 83(1986)-  38 05 17.     (N)    099 54 50.     (W)     SCALED    
 JG0501* NAVD 88     -       700.420  (meters)    2297.96   (feet)  ADJUSTED  
 JG0501  ___________________________________________________________________
 JG0501  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JG0501  DYNAMIC HT  -         699.840 (meters)    2296.06  (feet)  COMP
 JG0501  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 JG0501
 JG0501  VERT ORDER  -  SECOND    CLASS 0
 JG0501
 JG0501.The horizontal coordinates were scaled from a topographic map and have
 JG0501.an estimated accuracy of +/- 6 seconds.
 JG0501
 JG0501.The orthometric height was determined by differential leveling
 JG0501.and adjusted by the National Geodetic Survey in June 1991..
 JG0501
 JG0501.The geoid height was determined by GEOID03.
 JG0501
 JG0501.The dynamic height is computed by dividing the NAVD 88
 JG0501.geopotential number by the normal gravity value computed on the
 JG0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0501.degrees latitude (g = 980.6199 gals.).
 JG0501
 JG0501.The modeled gravity was interpolated from observed gravity values.
 JG0501
 JG0501;                    North         East    Units  Estimated Accuracy
 JG0501;SPC KS S     -   558,690.      275,980.      MT  (+/- 180 meters Scaled)
 JG0501
 JG0501                          SUPERSEDED SURVEY CONTROL
 JG0501
 JG0501  NGVD 29 (??/??/92)  700.167  (m)         2297.13   (f) ADJ UNCH    2 0
 JG0501
 JG0501.Superseded values are not recommended for survey control.
 JG0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0501.See file dsdata.txt to determine how the superseded data were derived.
 JG0501
 JG0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH198159(NAD 83)
 JG0501_MARKER: DB = BENCH MARK DISK
 JG0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0501_SP_SET: BRIDGE
 JG0501_STAMPING: A-190 1934
 JG0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0501
 JG0501  HISTORY     - Date     Condition        Report By
 JG0501  HISTORY     - 1934     MONUMENTED       CGS
 JG0501
 JG0501                          STATION DESCRIPTION
 JG0501
 JG0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0501'1.3 MI W FROM JETMORE.
 JG0501'1.3 MILES WEST OF COURTHOUSE, AT JETMORE 20 FEET NORTH OF THE
 JG0501'CENTERLINE OF U.S. HIGHWAY 50-N.  ON TOP OF THE EAST ABUTMENT
 JG0501'AT THE NORTH END OF HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0063 ***********************************************************************
 JH0063  DESIGNATION -  A 191
 JH0063  PID         -  JH0063
 JH0063  STATE/COUNTY-  KS/FINNEY
 JH0063  USGS QUAD   -  NORTH OF PIERCEVILLE (1974)
 JH0063
 JH0063                         *CURRENT SURVEY CONTROL
 JH0063  ___________________________________________________________________
 JH0063* NAD 83(1986)-  38 02 56.     (N)    100 43 07.     (W)     SCALED    
 JH0063* NAVD 88     -       876.799  (meters)    2876.63   (feet)  ADJUSTED  
 JH0063  ___________________________________________________________________
 JH0063  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 JH0063  DYNAMIC HT  -         876.029 (meters)    2874.11  (feet)  COMP
 JH0063  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 JH0063
 JH0063  VERT ORDER  -  SECOND    CLASS 0
 JH0063
 JH0063.The horizontal coordinates were scaled from a topographic map and have
 JH0063.an estimated accuracy of +/- 6 seconds.
 JH0063
 JH0063.The orthometric height was determined by differential leveling
 JH0063.and adjusted by the National Geodetic Survey in June 1991..
 JH0063
 JH0063.The geoid height was determined by GEOID03.
 JH0063
 JH0063.The dynamic height is computed by dividing the NAVD 88
 JH0063.geopotential number by the normal gravity value computed on the
 JH0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0063.degrees latitude (g = 980.6199 gals.).
 JH0063
 JH0063.The modeled gravity was interpolated from observed gravity values.
 JH0063
 JH0063;                    North         East    Units  Estimated Accuracy
 JH0063;SPC KS S     -   555,720.      205,290.      MT  (+/- 180 meters Scaled)
 JH0063
 JH0063                          SUPERSEDED SURVEY CONTROL
 JH0063
 JH0063  NGVD 29 (??/??/92)  876.429  (m)         2875.42   (f) ADJ UNCH    2 0
 JH0063
 JH0063.Superseded values are not recommended for survey control.
 JH0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0063.See file dsdata.txt to determine how the superseded data were derived.
 JH0063
 JH0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH492126(NAD 83)
 JH0063_MARKER: DB = BENCH MARK DISK
 JH0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0063_STAMPING: A-191 1934
 JH0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0063+STABILITY: SURFACE MOTION
 JH0063
 JH0063  HISTORY     - Date     Condition        Report By
 JH0063  HISTORY     - 1934     MONUMENTED       CGS
 JH0063  HISTORY     - 1965     MARK NOT FOUND   USGS
 JH0063
 JH0063                          STATION DESCRIPTION
 JH0063
 JH0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0063'11.1 MI E FROM GARDEN CITY.
 JH0063'11.1 MILES EAST OF THE CENTERLINE OF U.S. HIGHWAY 50-N 42 FEET
 JH0063'EAST OF THE CENTERLINE OF U.S. HIGHWAY 50-N.  THE HIGHWAY
 JH0063'RIGHT-OF-WAY IS 50 FEET FROM CENTERLINE OF HIGHWAY.  NOTE-- IT
 JH0063'WAS REPORTED IN 1945 THAT RELOCATION OF HWY BY CROSSING SECTION
 JH0063'DIAGONALLY SHORTENED DISTANCE .6 MILE.  DISTANCE AND DIRECTION
 JH0063'SHOULD BE SHOWN AS .6 MILE LESS.
 JH0063
 JH0063                          STATION RECOVERY (1965)
 JH0063
 JH0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JH0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0009 ***********************************************************************
 HH0009  DESIGNATION -  A 192
 HH0009  PID         -  HH0009
 HH0009  STATE/COUNTY-  KS/GRAY
 HH0009  USGS QUAD   -  ENSIGN (1969)
 HH0009
 HH0009                         *CURRENT SURVEY CONTROL
 HH0009  ___________________________________________________________________
 HH0009* NAD 83(1986)-  37 39 16.     (N)    100 14 00.     (W)     SCALED    
 HH0009* NAVD 88     -       829.138  (meters)    2720.26   (feet)  ADJUSTED  
 HH0009  ___________________________________________________________________
 HH0009  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HH0009  DYNAMIC HT  -         828.396 (meters)    2717.83  (feet)  COMP
 HH0009  MODELED GRAV-     979,706.6   (mgal)                       NAVD 88
 HH0009
 HH0009  VERT ORDER  -  SECOND    CLASS 0
 HH0009
 HH0009.The horizontal coordinates were scaled from a topographic map and have
 HH0009.an estimated accuracy of +/- 6 seconds.
 HH0009
 HH0009.The orthometric height was determined by differential leveling
 HH0009.and adjusted by the National Geodetic Survey in June 1991..
 HH0009
 HH0009.The geoid height was determined by GEOID03.
 HH0009
 HH0009.The dynamic height is computed by dividing the NAVD 88
 HH0009.geopotential number by the normal gravity value computed on the
 HH0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0009.degrees latitude (g = 980.6199 gals.).
 HH0009
 HH0009.The modeled gravity was interpolated from observed gravity values.
 HH0009
 HH0009;                    North         East    Units  Estimated Accuracy
 HH0009;SPC KS S     -   511,050.      247,060.      MT  (+/- 180 meters Scaled)
 HH0009
 HH0009                          SUPERSEDED SURVEY CONTROL
 HH0009
 HH0009  NGVD 29 (??/??/92)  828.786  (m)         2719.11   (f) ADJ UNCH    2 0
 HH0009
 HH0009.Superseded values are not recommended for survey control.
 HH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0009.See file dsdata.txt to determine how the superseded data were derived.
 HH0009
 HH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG912681(NAD 83)
 HH0009_MARKER: DB = BENCH MARK DISK
 HH0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0009_STAMPING: A 192 1934
 HH0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0009+STABILITY: SURFACE MOTION
 HH0009
 HH0009  HISTORY     - Date     Condition        Report By
 HH0009  HISTORY     - 1934     MONUMENTED       CGS
 HH0009  HISTORY     - 1969     GOOD             USGS
 HH0009
 HH0009                          STATION DESCRIPTION
 HH0009
 HH0009'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HH0009'AT ENSIGN.
 HH0009'AT ENSIGN, GRAY COUNTY, T. 27 S., R. 27 W. IN THE SW 1/4 OF SEC.
 HH0009'36, 137 FEET N. AND 65 FEET E. OF CENTERLINE ROAD AT RAILROAD
 HH0009'GRADE CROSSING, 122 FT NW OF NW CORNER OF ATCHISON, TOPEKA,
 HH0009'AND SANTA FE RAILWAY STATION, 17 FEET NE OF POWER POLE.  A
 HH0009'STANDARD DISK, STAMPED A 192 1934 AND SET IN THE TOP OF A
 HH0009'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0433 ***********************************************************************
 HG0433  DESIGNATION -  A 193
 HG0433  PID         -  HG0433
 HG0433  STATE/COUNTY-  KS/EDWARDS
 HG0433  USGS QUAD   -  BELPRE (1972)
 HG0433
 HG0433                         *CURRENT SURVEY CONTROL
 HG0433  ___________________________________________________________________
 HG0433* NAD 83(1986)-  37 57 19.     (N)    099 03 58.     (W)     SCALED    
 HG0433* NAVD 88     -       631.107  (meters)    2070.56   (feet)  ADJUSTED  
 HG0433  ___________________________________________________________________
 HG0433  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 HG0433  DYNAMIC HT  -         630.596 (meters)    2068.88  (feet)  COMP
 HG0433  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 HG0433
 HG0433  VERT ORDER  -  SECOND    CLASS 0
 HG0433
 HG0433.The horizontal coordinates were scaled from a topographic map and have
 HG0433.an estimated accuracy of +/- 6 seconds.
 HG0433
 HG0433.The orthometric height was determined by differential leveling
 HG0433.and adjusted by the National Geodetic Survey in June 1991..
 HG0433
 HG0433.The geoid height was determined by GEOID03.
 HG0433
 HG0433.The dynamic height is computed by dividing the NAVD 88
 HG0433.geopotential number by the normal gravity value computed on the
 HG0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0433.degrees latitude (g = 980.6199 gals.).
 HG0433
 HG0433.The modeled gravity was interpolated from observed gravity values.
 HG0433
 HG0433;                    North         East    Units  Estimated Accuracy
 HG0433;SPC KS S     -   543,170.      350,250.      MT  (+/- 180 meters Scaled)
 HG0433
 HG0433                          SUPERSEDED SURVEY CONTROL
 HG0433
 HG0433  NGVD 29 (??/??/92)  630.852  (m)         2069.72   (f) ADJ UNCH    2 0
 HG0433
 HG0433.Superseded values are not recommended for survey control.
 HG0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0433.See file dsdata.txt to determine how the superseded data were derived.
 HG0433
 HG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH941008(NAD 83)
 HG0433_MARKER: DB = BENCH MARK DISK
 HG0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0433_STAMPING: A 193 1934
 HG0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0433+STABILITY: SURFACE MOTION
 HG0433
 HG0433  HISTORY     - Date     Condition        Report By
 HG0433  HISTORY     - 1934     MONUMENTED       CGS
 HG0433
 HG0433                          STATION DESCRIPTION
 HG0433
 HG0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0433'17.2 MI W FROM SAINT JOHN.
 HG0433'IN EDWARDS COUNTY, ABOUT 17.2 MILES WEST ALONG THE ATCHISON,
 HG0433'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT SAINT JOHN,
 HG0433'STAFFORD COUNTY, 8 FEET EAST OF MILEPOST 283, 45 FEET NORTH OF
 HG0433'THE CENTER LINE OF U.S. HIGHWAY 50 S, 42 FEET SOUTH OF THE CENTER
 HG0433'LINE OF THE TRACK, AND 3 FEET NORTH OF A FENCE.  A STANDARD DISK,
 HG0433'STAMPED A 193 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0426 ***********************************************************************
 JG0426  DESIGNATION -  A 194
 JG0426  PID         -  JG0426
 JG0426  STATE/COUNTY-  KS/PAWNEE
 JG0426  USGS QUAD   -  ROZEL SE (1972)
 JG0426
 JG0426                         *CURRENT SURVEY CONTROL
 JG0426  ___________________________________________________________________
 JG0426* NAD 83(1986)-  38 03 30.     (N)    099 15 40.     (W)     SCALED    
 JG0426* NAVD 88     -       633.641  (meters)    2078.87   (feet)  ADJUSTED  
 JG0426  ___________________________________________________________________
 JG0426  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 JG0426  DYNAMIC HT  -         633.135 (meters)    2077.21  (feet)  COMP
 JG0426  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 JG0426
 JG0426  VERT ORDER  -  SECOND    CLASS 0
 JG0426
 JG0426.The horizontal coordinates were scaled from a topographic map and have
 JG0426.an estimated accuracy of +/- 6 seconds.
 JG0426
 JG0426.The orthometric height was determined by differential leveling
 JG0426.and adjusted by the National Geodetic Survey in June 1991..
 JG0426
 JG0426.The geoid height was determined by GEOID03.
 JG0426
 JG0426.The dynamic height is computed by dividing the NAVD 88
 JG0426.geopotential number by the normal gravity value computed on the
 JG0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0426.degrees latitude (g = 980.6199 gals.).
 JG0426
 JG0426.The modeled gravity was interpolated from observed gravity values.
 JG0426
 JG0426;                    North         East    Units  Estimated Accuracy
 JG0426;SPC KS S     -   554,730.      333,210.      MT  (+/- 180 meters Scaled)
 JG0426
 JG0426                          SUPERSEDED SURVEY CONTROL
 JG0426
 JG0426  NGVD 29 (??/??/92)  633.428  (m)         2078.17   (f) ADJ UNCH    2 0
 JG0426
 JG0426.Superseded values are not recommended for survey control.
 JG0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0426.See file dsdata.txt to determine how the superseded data were derived.
 JG0426
 JG0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH770123(NAD 83)
 JG0426_MARKER: DB = BENCH MARK DISK
 JG0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0426_STAMPING: A 194 1934
 JG0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0426+STABILITY: SURFACE MOTION
 JG0426
 JG0426  HISTORY     - Date     Condition        Report By
 JG0426  HISTORY     - 1934     MONUMENTED       CGS
 JG0426  HISTORY     - 1940     GOOD             NGS
 JG0426  HISTORY     - 1972     MARK NOT FOUND   USGS
 JG0426
 JG0426                          STATION DESCRIPTION
 JG0426
 JG0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0426'1.6 MI SW FROM GARFIELD.
 JG0426'1.6 MILES SOUTHWEST FROM DEPOT.  BENCH MARK IS ALONG THE
 JG0426'RIGHT-OF-WAY OF THE ATCHINSON, TOPEKA AND SANTA FE RR.  175
 JG0426'FEET NORTHWEST OF MILEPOST NO. 304.  49 FEET SOUTHEAST OF THE
 JG0426'CENTERLINE OF THE TRACK.  2.0 FEET NORTHEAST OF A 4 X 4 INCH
 JG0426'WHITE WOODEN POST PROJECTING 1.5 FEET.  1.0 FOOT NORTHWEST OF
 JG0426'A FENCE.  STD. DISK B.M. IN CONCRETE POST PROJECTING 5 INCHES.
 JG0426
 JG0426                          STATION RECOVERY (1972)
 JG0426
 JG0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JG0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0383 ***********************************************************************
 JG0383  DESIGNATION -  A 196 RESET
 JG0383  PID         -  JG0383
 JG0383  STATE/COUNTY-  KS/ELLIS
 JG0383  USGS QUAD   -  HAYS SOUTH (1983)
 JG0383
 JG0383                         *CURRENT SURVEY CONTROL
 JG0383  ___________________________________________________________________
 JG0383* NAD 83(1986)-  38 51 54.     (N)    099 20 06.     (W)     SCALED    
 JG0383* NAVD 88     -       606.06   (meters)    1988.4    (feet)  RESET     
 JG0383  ___________________________________________________________________
 JG0383  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0383
 JG0383  VERT ORDER  -  THIRD
 JG0383
 JG0383.The horizontal coordinates were scaled from a topographic map and have
 JG0383.an estimated accuracy of +/- 6 seconds.
 JG0383
 JG0383.The orthometric height was computed from unverified reset data.
 JG0383
 JG0383.The geoid height was determined by GEOID03.
 JG0383
 JG0383;                    North         East    Units  Estimated Accuracy
 JG0383;SPC KS N     -    59,880.      284,140.      MT  (+/- 180 meters Scaled)
 JG0383
 JG0383                          SUPERSEDED SURVEY CONTROL
 JG0383
 JG0383.No superseded survey control is available for this station.
 JG0383
 JG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ709018(NAD 83)
 JG0383_MARKER: DB = BENCH MARK DISK
 JG0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0383_SP_SET: STORM SEWER
 JG0383_STAMPING: 196 RESET 1970
 JG0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0383
 JG0383  HISTORY     - Date     Condition        Report By
 JG0383  HISTORY     - 1970     MONUMENTED       LOCENG
 JG0383  HISTORY     - 1970     GOOD             NGS
 JG0383
 JG0383                          STATION DESCRIPTION
 JG0383
 JG0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JG0383'AT HAYS.
 JG0383'AT HAYS, ELLIS COUNTY, ON MAIN STRET, ABOUT 460 FEET SOUTH
 JG0383'TO THE INTERSECTION OF MAIN STREET AND 3RD STREET ABOUT 550
 JG0383'FEET NORTH OF THE CENTER LINE OF BIG CREEK, ABOUT 28 FEET EAST
 JG0383'OF THE CENTER LINE OF MAIN STREET.  A STANDARD DISK, STAMPED
 JG0383'A 196 RESET 1970 AND SET IN THE NORTHEAST CORNER OF THE
 JG0383'TOP OF A STORM SEWER COMBINATION INLET-MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0075 ***********************************************************************
 JG0075  DESIGNATION -  A 197
 JG0075  PID         -  JG0075
 JG0075  STATE/COUNTY-  KS/RICE
 JG0075  USGS QUAD   -  CRAWFORD (1964)
 JG0075
 JG0075                         *CURRENT SURVEY CONTROL
 JG0075  ___________________________________________________________________
 JG0075* NAD 83(1986)-  38 30 52.     (N)    098 04 19.     (W)     SCALED    
 JG0075* NAVD 88     -       515.548  (meters)    1691.43   (feet)  ADJUSTED  
 JG0075  ___________________________________________________________________
 JG0075  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 JG0075  DYNAMIC HT  -         515.168 (meters)    1690.18  (feet)  COMP
 JG0075  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 JG0075
 JG0075  VERT ORDER  -  SECOND    CLASS 0
 JG0075
 JG0075.The horizontal coordinates were scaled from a topographic map and have
 JG0075.an estimated accuracy of +/- 6 seconds.
 JG0075
 JG0075.The orthometric height was determined by differential leveling
 JG0075.and adjusted by the National Geodetic Survey in June 1991..
 JG0075
 JG0075.The geoid height was determined by GEOID03.
 JG0075
 JG0075.The dynamic height is computed by dividing the NAVD 88
 JG0075.geopotential number by the normal gravity value computed on the
 JG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0075.degrees latitude (g = 980.6199 gals.).
 JG0075
 JG0075.The modeled gravity was interpolated from observed gravity values.
 JG0075
 JG0075;                    North         East    Units  Estimated Accuracy
 JG0075;SPC KS S     -   605,170.      437,330.      MT  (+/- 180 meters Scaled)
 JG0075
 JG0075                          SUPERSEDED SURVEY CONTROL
 JG0075
 JG0075  NGVD 29 (??/??/92)  515.388  (m)         1690.90   (f) ADJ UNCH    2 0
 JG0075
 JG0075.Superseded values are not recommended for survey control.
 JG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0075.See file dsdata.txt to determine how the superseded data were derived.
 JG0075
 JG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH809633(NAD 83)
 JG0075_MARKER: DB = BENCH MARK DISK
 JG0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0075_STAMPING: A 197 1934
 JG0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0075+STABILITY: SURFACE MOTION
 JG0075
 JG0075  HISTORY     - Date     Condition        Report By
 JG0075  HISTORY     - 1934     MONUMENTED       CGS
 JG0075
 JG0075                          STATION DESCRIPTION
 JG0075
 JG0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0075'9.8 MI E FROM FREDERICK.
 JG0075'9.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0075'CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT FREDERICK,
 JG0075'RICE COUNTY, 125 FEET WEST OF MILEPOST 520, 48 FEET SOUTH OF
 JG0075'THE CENTER LINE OF THE TRACK, 30 FEET WEST OF THE CENTER LINE
 JG0075'OF A NORTH-AND-SOUTH SECTION-LINE ROAD, AND 2 FEET NORTH OF A
 JG0075'FENCE.  A STANDARD DISK, STAMPED A 197 1934 AND SET IN THE TOP OF
 JG0075'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0001 ***********************************************************************
 JG0001  DESIGNATION -  A 198
 JG0001  PID         -  JG0001
 JG0001  STATE/COUNTY-  KS/RICE
 JG0001  USGS QUAD   -  GENESEO (1978)
 JG0001
 JG0001                         *CURRENT SURVEY CONTROL
 JG0001  ___________________________________________________________________
 JG0001* NAD 83(1986)-  38 30 11.     (N)    098 14 22.     (W)     SCALED    
 JG0001* NAVD 88     -       534.536  (meters)    1753.72   (feet)  ADJUSTED  
 JG0001  ___________________________________________________________________
 JG0001  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 JG0001  DYNAMIC HT  -         534.142 (meters)    1752.43  (feet)  COMP
 JG0001  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 JG0001
 JG0001  VERT ORDER  -  SECOND    CLASS 0
 JG0001
 JG0001.The horizontal coordinates were scaled from a topographic map and have
 JG0001.an estimated accuracy of +/- 6 seconds.
 JG0001
 JG0001.The orthometric height was determined by differential leveling
 JG0001.and adjusted by the National Geodetic Survey in June 1991..
 JG0001
 JG0001.The geoid height was determined by GEOID03.
 JG0001
 JG0001.The dynamic height is computed by dividing the NAVD 88
 JG0001.geopotential number by the normal gravity value computed on the
 JG0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0001.degrees latitude (g = 980.6199 gals.).
 JG0001
 JG0001.The modeled gravity was interpolated from observed gravity values.
 JG0001
 JG0001;                    North         East    Units  Estimated Accuracy
 JG0001;SPC KS S     -   603,850.      422,730.      MT  (+/- 180 meters Scaled)
 JG0001
 JG0001                          SUPERSEDED SURVEY CONTROL
 JG0001
 JG0001  NGVD 29 (??/??/92)  534.375  (m)         1753.20   (f) ADJ UNCH    2 0
 JG0001
 JG0001.Superseded values are not recommended for survey control.
 JG0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0001.See file dsdata.txt to determine how the superseded data were derived.
 JG0001
 JG0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH663619(NAD 83)
 JG0001_MARKER: DB = BENCH MARK DISK
 JG0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0001_STAMPING: A 198 1934
 JG0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0001+STABILITY: SURFACE MOTION
 JG0001
 JG0001  HISTORY     - Date     Condition        Report By
 JG0001  HISTORY     - 1934     MONUMENTED       CGS
 JG0001
 JG0001                          STATION DESCRIPTION
 JG0001
 JG0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0001'11.6 MI N FROM LYONS.
 JG0001'11.6 MILES NORTH ALONG THE ST LOUIS-SAN FRANCISCO RAILWAY FROM
 JG0001'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT LYONS,
 JG0001'RICE COUNTY, 9-1/2 RAILS SOUTHEAST OF POLE 588+5, 60 FEET NORTH
 JG0001'OF THE CENTER LINE OF THE TRACK, AND 33 FEET EAST OF THE CENTER
 JG0001'LINE OF A NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED A
 JG0001'198 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0895 ***********************************************************************
 JF0895  DESIGNATION -  A 199
 JF0895  PID         -  JF0895
 JF0895  STATE/COUNTY-  KS/RENO
 JF0895  USGS QUAD   -  HUTCHINSON (1978)
 JF0895
 JF0895                         *CURRENT SURVEY CONTROL
 JF0895  ___________________________________________________________________
 JF0895* NAD 83(1986)-  38 05 02.     (N)    097 59 28.     (W)     SCALED    
 JF0895* NAVD 88     -       472.736  (meters)    1550.97   (feet)  ADJUSTED  
 JF0895  ___________________________________________________________________
 JF0895  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 JF0895  DYNAMIC HT  -         472.370 (meters)    1549.77  (feet)  COMP
 JF0895  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 JF0895
 JF0895  VERT ORDER  -  SECOND    CLASS 0
 JF0895
 JF0895.The horizontal coordinates were scaled from a topographic map and have
 JF0895.an estimated accuracy of +/- 6 seconds.
 JF0895
 JF0895.The orthometric height was determined by differential leveling
 JF0895.and adjusted by the National Geodetic Survey in June 1991..
 JF0895
 JF0895.The geoid height was determined by GEOID03.
 JF0895
 JF0895.The dynamic height is computed by dividing the NAVD 88
 JF0895.geopotential number by the normal gravity value computed on the
 JF0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0895.degrees latitude (g = 980.6199 gals.).
 JF0895
 JF0895.The modeled gravity was interpolated from observed gravity values.
 JF0895
 JF0895;                    North         East    Units  Estimated Accuracy
 JF0895;SPC KS S     -   557,410.      444,640.      MT  (+/- 180 meters Scaled)
 JF0895
 JF0895                          SUPERSEDED SURVEY CONTROL
 JF0895
 JF0895  NGVD 29 (??/??/92)  472.583  (m)         1550.47   (f) ADJ UNCH    2 0
 JF0895
 JF0895.Superseded values are not recommended for survey control.
 JF0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0895.See file dsdata.txt to determine how the superseded data were derived.
 JF0895
 JF0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH884156(NAD 83)
 JF0895_MARKER: DB = BENCH MARK DISK
 JF0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0895_STAMPING: A 199 1934
 JF0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0895+STABILITY: SURFACE MOTION
 JF0895
 JF0895  HISTORY     - Date     Condition        Report By
 JF0895  HISTORY     - 1934     MONUMENTED       CGS
 JF0895  HISTORY     - 1959     MARK NOT FOUND   NGS
 JF0895
 JF0895                          STATION DESCRIPTION
 JF0895
 JF0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JF0895'4.1 MI NW FROM HUTCHINSON.
 JF0895'4.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0895'RAILWAY FROM THE STATION AT HUTCHISON, RENO COUNTY, 85 FEET
 JF0895'NORTHEAST OF MILEPOST 222, 45 FEET NORTHEAST OF THE CENTERLINE
 JF0895'OF THE TRACK, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 JF0895'45 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 96, AND IN
 JF0895'LINE WITH A ROW OF TELEPHONE POLES.  A STANDARD DISK, STAMPED
 JF0895'A 199 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 JF0895'MARK IS PROBABLY DESTROYED BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0363 ***********************************************************************
 JH0363  DESIGNATION -  A 20
 JH0363  PID         -  JH0363
 JH0363  STATE/COUNTY-  KS/WALLACE
 JH0363  USGS QUAD   -  SPRING VALLEY RANCH (1979)
 JH0363
 JH0363                         *CURRENT SURVEY CONTROL
 JH0363  ___________________________________________________________________
 JH0363* NAD 83(1986)-  38 51 36.     (N)    101 45 03.     (W)     SCALED    
 JH0363* NAVD 88     -      1101.418  (meters)    3613.57   (feet)  ADJUSTED  
 JH0363  ___________________________________________________________________
 JH0363  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 JH0363  DYNAMIC HT  -        1100.466 (meters)    3610.45  (feet)  COMP
 JH0363  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 JH0363
 JH0363  VERT ORDER  -  SECOND    CLASS 0
 JH0363
 JH0363.The horizontal coordinates were scaled from a topographic map and have
 JH0363.an estimated accuracy of +/- 6 seconds.
 JH0363
 JH0363.The orthometric height was determined by differential leveling
 JH0363.and adjusted by the National Geodetic Survey in June 1991..
 JH0363
 JH0363.The geoid height was determined by GEOID03.
 JH0363
 JH0363.The dynamic height is computed by dividing the NAVD 88
 JH0363.geopotential number by the normal gravity value computed on the
 JH0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0363.degrees latitude (g = 980.6199 gals.).
 JH0363
 JH0363.The modeled gravity was interpolated from observed gravity values.
 JH0363
 JH0363;                    North         East    Units  Estimated Accuracy
 JH0363;SPC KS N     -    65,210.       74,540.      MT  (+/- 180 meters Scaled)
 JH0363
 JH0363                          SUPERSEDED SURVEY CONTROL
 JH0363
 JH0363  NGVD 29 (??/??/92) 1100.978  (m)         3612.13   (f) ADJ UNCH    2 0
 JH0363
 JH0363.Superseded values are not recommended for survey control.
 JH0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0363.See file dsdata.txt to determine how the superseded data were derived.
 JH0363
 JH0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ613048(NAD 83)
 JH0363_MARKER: DB = BENCH MARK DISK
 JH0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0363_STAMPING: A 20 1934
 JH0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0363+STABILITY: SURFACE MOTION
 JH0363
 JH0363  HISTORY     - Date     Condition        Report By
 JH0363  HISTORY     - 1934     MONUMENTED       CGS
 JH0363  HISTORY     - 1942     GOOD             NGS
 JH0363
 JH0363                          STATION DESCRIPTION
 JH0363
 JH0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JH0363'2.4 MI S FROM SHARON SPRINGS.
 JH0363'2.4 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CROSSING OF
 JH0363'THE UNION PACIFIC RAILROAD AT SHARON SPRINGS, WALLACE COUNTY,
 JH0363'600 FEET NORTH OF AN 18-INCH CORRUGATED-IRON PIPE CULVERT
 JH0363'UNDER THE HIGHWAY, ON THE TOP OF A LONG HILL SLOPING NORTH,
 JH0363'AND 39 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND SET
 JH0363'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1059 ***********************************************************************
 HF1059  DESIGNATION -  A 211
 HF1059  PID         -  HF1059
 HF1059  STATE/COUNTY-  KS/RENO
 HF1059  USGS QUAD   -  ELMER (1961)
 HF1059
 HF1059                         *CURRENT SURVEY CONTROL
 HF1059  ___________________________________________________________________
 HF1059* NAD 83(1986)-  37 59 52.     (N)    097 55 51.     (W)     SCALED    
 HF1059* NAVD 88     -       467.446  (meters)    1533.61   (feet)  ADJUSTED  
 HF1059  ___________________________________________________________________
 HF1059  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 HF1059  DYNAMIC HT  -         467.086 (meters)    1532.43  (feet)  COMP
 HF1059  MODELED GRAV-     979,844.4   (mgal)                       NAVD 88
 HF1059
 HF1059  VERT ORDER  -  SECOND    CLASS 0
 HF1059
 HF1059.The horizontal coordinates were scaled from a topographic map and have
 HF1059.an estimated accuracy of +/- 6 seconds.
 HF1059
 HF1059.The orthometric height was determined by differential leveling
 HF1059.and adjusted by the National Geodetic Survey in June 1991..
 HF1059
 HF1059.The geoid height was determined by GEOID03.
 HF1059
 HF1059.The dynamic height is computed by dividing the NAVD 88
 HF1059.geopotential number by the normal gravity value computed on the
 HF1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1059.degrees latitude (g = 980.6199 gals.).
 HF1059
 HF1059.The modeled gravity was interpolated from observed gravity values.
 HF1059
 HF1059;                    North         East    Units  Estimated Accuracy
 HF1059;SPC KS S     -   547,890.      449,990.      MT  (+/- 180 meters Scaled)
 HF1059
 HF1059                          SUPERSEDED SURVEY CONTROL
 HF1059
 HF1059  NGVD 29 (??/??/92)  467.293  (m)         1533.11   (f) ADJ UNCH    2 0
 HF1059
 HF1059.Superseded values are not recommended for survey control.
 HF1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1059.See file dsdata.txt to determine how the superseded data were derived.
 HF1059
 HF1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH938061(NAD 83)
 HF1059_MARKER: DB = BENCH MARK DISK
 HF1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1059_STAMPING: A 211 1934
 HF1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1059+STABILITY: SURFACE MOTION
 HF1059
 HF1059  HISTORY     - Date     Condition        Report By
 HF1059  HISTORY     - 1934     MONUMENTED       CGS
 HF1059  HISTORY     - 1953     GOOD             NGS
 HF1059  HISTORY     - 1968     GOOD             USGS
 HF1059
 HF1059                          STATION DESCRIPTION
 HF1059
 HF1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HF1059'4.3 MI SE FROM HUTCHINSON.
 HF1059'4.3 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF1059'STATION AT HUTCHINSON, 4 POLES SOUTH OF A ROAD CROSSING, ACROSS
 HF1059'THE TRACK FROM MILEPOST 228+10, 46 FEET EAST OF THE EAST RAIL, 1.6
 HF1059'FEET WEST OF A FENCE, 1.6 FEET NORTH OF A WITNESS POST, SET IN
 HF1059'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 HF1059'GROUND.
 HF1059
 HF1059                          STATION RECOVERY (1968)
 HF1059
 HF1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HF1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0740 ***********************************************************************
 JF0740  DESIGNATION -  A 212
 JF0740  PID         -  JF0740
 JF0740  STATE/COUNTY-  KS/HARVEY
 JF0740  USGS QUAD   -  NEWTON (1989)
 JF0740
 JF0740                         *CURRENT SURVEY CONTROL
 JF0740  ___________________________________________________________________
 JF0740* NAD 83(1986)-  38 04 23.     (N)    097 21 18.     (W)     SCALED    
 JF0740* NAVD 88     -       442.668  (meters)    1452.32   (feet)  ADJUSTED  
 JF0740  ___________________________________________________________________
 JF0740  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 JF0740  DYNAMIC HT  -         442.326 (meters)    1451.20  (feet)  COMP
 JF0740  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 JF0740
 JF0740  VERT ORDER  -  SECOND    CLASS 0
 JF0740
 JF0740.The horizontal coordinates were scaled from a topographic map and have
 JF0740.an estimated accuracy of +/- 6 seconds.
 JF0740
 JF0740.The orthometric height was determined by differential leveling
 JF0740.and adjusted by the National Geodetic Survey in June 1991..
 JF0740
 JF0740.The geoid height was determined by GEOID03.
 JF0740
 JF0740.The dynamic height is computed by dividing the NAVD 88
 JF0740.geopotential number by the normal gravity value computed on the
 JF0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0740.degrees latitude (g = 980.6199 gals.).
 JF0740
 JF0740.The modeled gravity was interpolated from observed gravity values.
 JF0740
 JF0740;                    North         East    Units  Estimated Accuracy
 JF0740;SPC KS S     -   556,710.      500,460.      MT  (+/- 180 meters Scaled)
 JF0740
 JF0740                          SUPERSEDED SURVEY CONTROL
 JF0740
 JF0740  NGVD 29 (??/??/92)  442.504  (m)         1451.78   (f) ADJ UNCH    2 0
 JF0740
 JF0740.Superseded values are not recommended for survey control.
 JF0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0740.See file dsdata.txt to determine how the superseded data were derived.
 JF0740
 JF0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH442151(NAD 83)
 JF0740_MARKER: DB = BENCH MARK DISK
 JF0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0740_STAMPING: A 212 1934
 JF0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0740+STABILITY: SURFACE MOTION
 JF0740
 JF0740  HISTORY     - Date     Condition        Report By
 JF0740  HISTORY     - 1934     MONUMENTED       CGS
 JF0740  HISTORY     - 1953     GOOD             NGS
 JF0740  HISTORY     - 1972     MARK NOT FOUND   USGS
 JF0740
 JF0740                          STATION DESCRIPTION
 JF0740
 JF0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JF0740'2 MI N FROM NEWTON.
 JF0740'2 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM NEWTON,
 JF0740'HARVEY COUNTY, 2 POLES SOUTH OF MILEPOST 489, 4 RAILS NORTH OF A
 JF0740'ROAD CROSSING, AND 40 FEET EAST OF THE TRACK.  A STANDARD
 JF0740'DISK, STAMPED A 212 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JF0740
 JF0740                          STATION RECOVERY (1972)
 JF0740
 JF0740'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JF0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0663 ***********************************************************************
 JF0663  DESIGNATION -  A 213
 JF0663  PID         -  JF0663
 JF0663  STATE/COUNTY-  KS/HARVEY
 JF0663  USGS QUAD   -  PEABODY NW (1989)
 JF0663
 JF0663                         *CURRENT SURVEY CONTROL
 JF0663  ___________________________________________________________________
 JF0663* NAD 83(1986)-  38 08 49.     (N)    097 10 08.     (W)     SCALED    
 JF0663* NAVD 88     -       425.148  (meters)    1394.84   (feet)  ADJUSTED  
 JF0663  ___________________________________________________________________
 JF0663  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 JF0663  DYNAMIC HT  -         424.824 (meters)    1393.78  (feet)  COMP
 JF0663  MODELED GRAV-     979,854.7   (mgal)                       NAVD 88
 JF0663
 JF0663  VERT ORDER  -  SECOND    CLASS 0
 JF0663
 JF0663.The horizontal coordinates were scaled from a topographic map and have
 JF0663.an estimated accuracy of +/- 6 seconds.
 JF0663
 JF0663.The orthometric height was determined by differential leveling
 JF0663.and adjusted by the National Geodetic Survey in June 1991..
 JF0663
 JF0663.The geoid height was determined by GEOID03.
 JF0663
 JF0663.The dynamic height is computed by dividing the NAVD 88
 JF0663.geopotential number by the normal gravity value computed on the
 JF0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0663.degrees latitude (g = 980.6199 gals.).
 JF0663
 JF0663.The modeled gravity was interpolated from observed gravity values.
 JF0663
 JF0663;                    North         East    Units  Estimated Accuracy
 JF0663;SPC KS S     -   565,120.      516,670.      MT  (+/- 180 meters Scaled)
 JF0663
 JF0663                          SUPERSEDED SURVEY CONTROL
 JF0663
 JF0663  NGVD 29 (??/??/92)  424.977  (m)         1394.28   (f) ADJ UNCH    2 0
 JF0663
 JF0663.Superseded values are not recommended for survey control.
 JF0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0663.See file dsdata.txt to determine how the superseded data were derived.
 JF0663
 JF0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH604237(NAD 83)
 JF0663_MARKER: DB = BENCH MARK DISK
 JF0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0663_SP_SET: ABUTMENT
 JF0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0663
 JF0663  HISTORY     - Date     Condition        Report By
 JF0663  HISTORY     - UNK      MONUMENTED       CGS
 JF0663  HISTORY     - 1934     GOOD             NGS
 JF0663
 JF0663                          STATION DESCRIPTION
 JF0663
 JF0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0663'4.2 MI W FROM PEABODY.
 JF0663'4.2 MILES WEST OF PEABODY, ON THE SANTA FE R.R. DISC SET IN
 JF0663'TOP CENTER OF SOUTH END OF EAST ABUTMENT AT THE SOUTH EAST
 JF0663'CORNER OF STEEL BRIDGE 172-A, 0.8 OF A MILE EAST OF BRADDOCK
 JF0663'SWITCH TOWER, MILE 172.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1039 ***********************************************************************
 JF1039  CBN         -  This is a Cooperative Base Network Control Station.
 JF1039  DESIGNATION -  A 214
 JF1039  PID         -  JF1039
 JF1039  STATE/COUNTY-  KS/SALINE
 JF1039  USGS QUAD   -  ASSARIA (1978)
 JF1039
 JF1039                         *CURRENT SURVEY CONTROL
 JF1039  ___________________________________________________________________
 JF1039* NAD 83(1997)-  38 38 53.71294(N)    097 32 16.94767(W)     ADJUSTED  
 JF1039* NAVD 88     -       428.410  (meters)    1405.54   (feet)  ADJUSTED  
 JF1039  ___________________________________________________________________
 JF1039  X           -    -654,363.711 (meters)                     COMP
 JF1039  Y           -  -4,945,013.029 (meters)                     COMP
 JF1039  Z           -   3,962,145.712 (meters)                     COMP
 JF1039  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 JF1039  ELLIP HEIGHT-         400.32  (meters)          (08/12/03) GPS OBS
 JF1039  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 JF1039  DYNAMIC HT  -         428.106 (meters)    1404.54  (feet)  COMP
 JF1039  MODELED GRAV-     979,906.5   (mgal)                       NAVD 88
 JF1039
 JF1039  HORZ ORDER  -  A
 JF1039  VERT ORDER  -  FIRST     CLASS II
 JF1039  ELLP ORDER  -  FOURTH    CLASS I
 JF1039
 JF1039.The horizontal coordinates were established by GPS observations
 JF1039.and adjusted by the National Geodetic Survey in August 2003..
 JF1039
 JF1039.The orthometric height was determined by differential leveling
 JF1039.and adjusted by the National Geodetic Survey in June 1991..
 JF1039.WARNING-GPS observations at this control monument resulted in a GPS
 JF1039.derived orthometric height which differed from the leveled height by
 JF1039.more than one decimeter (0.1 meter).
 JF1039
 JF1039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF1039
 JF1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1039
 JF1039.The ellipsoidal height was determined by GPS observations
 JF1039.and is referenced to NAD 83.
 JF1039
 JF1039.The geoid height was determined by GEOID03.
 JF1039
 JF1039.The dynamic height is computed by dividing the NAVD 88
 JF1039.geopotential number by the normal gravity value computed on the
 JF1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1039.degrees latitude (g = 980.6199 gals.).
 JF1039
 JF1039.The modeled gravity was interpolated from observed gravity values.
 JF1039
 JF1039;                    North         East     Units Scale Factor Converg.
 JF1039;SPC KS N     -    35,062.135   440,215.522   MT  1.00001175   +0 17 32.2
 JF1039;UTM  14      - 4,278,757.887   627,221.055   MT  0.99979931   +0 54 47.4
 JF1039
 JF1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1039!SPC KS N     -   0.99993719  x   1.00001175  =   0.99994894
 JF1039!UTM  14      -   0.99993719  x   0.99979931  =   0.99973652
 JF1039
 JF1039                          SUPERSEDED SURVEY CONTROL
 JF1039
 JF1039  NGVD 29 (??/??/92)  428.274  (m)         1405.10   (f) ADJ UNCH    1 2
 JF1039
 JF1039.Superseded values are not recommended for survey control.
 JF1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1039.See file dsdata.txt to determine how the superseded data were derived.
 JF1039
 JF1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2722178758(NAD 83)
 JF1039_MARKER: DB = BENCH MARK DISK
 JF1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1039_STAMPING: A 214 1934
 JF1039_MARK LOGO: CGS   
 JF1039_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1039+STABILITY: SURFACE MOTION
 JF1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1039+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 JF1039
 JF1039  HISTORY     - Date     Condition        Report By
 JF1039  HISTORY     - 1934     MONUMENTED       CGS
 JF1039  HISTORY     - 1952     GOOD             NGS
 JF1039  HISTORY     - 20021010 GOOD             NGS
 JF1039
 JF1039                          STATION DESCRIPTION
 JF1039
 JF1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JF1039'4.2 MI NE FROM BRIDGEPORT.
 JF1039'4.15 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JF1039'THE FARMERS UNION ELEVATOR AT BRIDGEPORT, AT HALLVILLE SIDING,
 JF1039'74 FEET SOUTH OF THE SOUTH RAIL, 40 FEET EAST OF THE CENTER LINE
 JF1039'OF A NORTH AND SOUTH ROAD, 17 FEET EAST OF A POWER POLE, 1.5
 JF1039'FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE
 JF1039'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 JF1039
 JF1039                          STATION RECOVERY (2002)
 JF1039
 JF1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 JF1039'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) SOUTH-SOUTHEAST OF
 JF1039'SALINA, 7.2 KM (4.5 MI)
 JF1039'SOUTHEAST OF ASSARIA, 6.8 KM (4.2 MI) NORTHEAST OF BRIDGEPORT, 7.2 KM
 JF1039'(4.5 MI) EAST OF
 JF1039'INTERSTATE HIGHWAY 135, AT THE REMAINS OF THE OLD HALLVILLE SIDING, IN
 JF1039'THE WEST
 JF1039'CENTRAL EDGE OF SECTION 22, T 16 S, R 2 W, AND ON ROAD RIGHT-OF-WAY.
 JF1039'OWNERSHIP--KANSAS
 JF1039'DEPARTMENT OF TRANSPORATION.
 JF1039' 
 JF1039'TO REACH THE STATION FROM THE INTERCHANGE OF STATE HIGHWAY 4 EAST,
 JF1039'ASSARIA ROAD, FALUN
 JF1039'ROAD AND INTERSTATE HIGHWAY 135 (EXIT 82), ABOUT 16.1 KM (10.0 MI)
 JF1039'SOUTH FROM SALINA, GO
 JF1039'EAST ON THE PAVED ROAD (STATE HIGHWAY 4) FOR 0.8 KM (0.5 MI) TO A STOP
 JF1039'SIGN AT THE
 JF1039'INTERSECTION OF OLD HIGHWAY 81.  CONTINUE EAST ON THE PAVED ROAD
 JF1039'(ASSARIA ROAD), PASSING
 JF1039'ALONG THE NORTH EDGE OF THE TOWN OF ASSARIA, FOR 1.6 KM (1.0 MI) TO
 JF1039'THE END OF PAVEMENT
 JF1039'AT A GRAVEL CROSSROAD (OHIO ST).  CONTINUE EAST ON THE GRAVEL ROAD FOR
 JF1039'4.8 KM (3.0 MI) TO A
 JF1039'STOP SIGN AT A GRAVEL CROSSROAD (SIMPSON RD).  TURN RIGHT AND GO SOUTH
 JF1039'ON THE GRAVEL
 JF1039'ROAD (SIMPSON RD) FOR 3.2 KM (2.0 MI) TO A GRAVEL CROSSROAD (LAPSLEY
 JF1039'RD).  CONTINUE SOUTH
 JF1039'ON THE GRAVEL ROAD FOR 0.6 KM (0.35 MI) TO AN ABANDONED RAILROAD
 JF1039'CROSSING, A HALLVILLE
 JF1039'SIGN ON THE RIGHT, AND THE STATION ON THE LEFT.
 JF1039' 
 JF1039'THE STATION IS A STANDARD CGS BENCH MARK DISK SET IN THE TOP OF A 15
 JF1039'CM SQUARE CONCRETE
 JF1039'POST PROJECTING 2 CM ABOVE THE GROUND.  IT IS 22.86 M (75.0 FT) SOUTH
 JF1039'FROM THE CENTER OF
 JF1039'THE ABANDONED REMAINS OF THE OLD RAILROAD BED, 13.11 M (43.0 FT) EAST
 JF1039'FROM THE CENTER OF
 JF1039'THE GRAVEL ROAD, 7.01 M (23.0 FT) EAST-NORTHEAST FROM A UTILITY POLE,
 JF1039'0.61 M (2.0 FT)
 JF1039'EAST-NORTHEAST FROM A 9-INCH DIAMETER WOOD FENCE POST, 0.30 M (1.0 FT)
 JF1039'NORTH FROM THE
 JF1039'REMAINS OF AN OLD FENCE LINE, AND 0.23 M (0.75 FT) EAST FROM A
 JF1039'FIBERGLASS WITNESS POST.
 JF1039' 
 JF1039' 
 JF1039' 
 JF1039'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0019 ***********************************************************************
 HF0019  DESIGNATION -  A 216
 HF0019  PID         -  HF0019
 HF0019  STATE/COUNTY-  KS/ELK
 HF0019  USGS QUAD   -  SEVERY SOUTH (1975)
 HF0019
 HF0019                         *CURRENT SURVEY CONTROL
 HF0019  ___________________________________________________________________
 HF0019* NAD 83(1986)-  37 30 03.     (N)    096 12 59.     (W)     SCALED    
 HF0019* NAVD 88     -       327.958  (meters)    1075.98   (feet)  ADJUSTED  
 HF0019  ___________________________________________________________________
 HF0019  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HF0019  DYNAMIC HT  -         327.695 (meters)    1075.11  (feet)  COMP
 HF0019  MODELED GRAV-     979,820.3   (mgal)                       NAVD 88
 HF0019
 HF0019  VERT ORDER  -  SECOND    CLASS 0
 HF0019
 HF0019.The horizontal coordinates were scaled from a topographic map and have
 HF0019.an estimated accuracy of +/- 6 seconds.
 HF0019
 HF0019.The orthometric height was determined by differential leveling
 HF0019.and adjusted by the National Geodetic Survey in June 1991..
 HF0019
 HF0019.The geoid height was determined by GEOID03.
 HF0019
 HF0019.The dynamic height is computed by dividing the NAVD 88
 HF0019.geopotential number by the normal gravity value computed on the
 HF0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0019.degrees latitude (g = 980.6199 gals.).
 HF0019
 HF0019.The modeled gravity was interpolated from observed gravity values.
 HF0019
 HF0019;                    North         East    Units  Estimated Accuracy
 HF0019;SPC KS S     -   495,050.      601,900.      MT  (+/- 180 meters Scaled)
 HF0019
 HF0019                          SUPERSEDED SURVEY CONTROL
 HF0019
 HF0019  NGVD 29 (??/??/92)  327.806  (m)         1075.48   (f) ADJ UNCH    2 0
 HF0019
 HF0019.Superseded values are not recommended for survey control.
 HF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0019.See file dsdata.txt to determine how the superseded data were derived.
 HF0019
 HF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG460540(NAD 83)
 HF0019_MARKER: DB = BENCH MARK DISK
 HF0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0019_STAMPING: A 216 1935
 HF0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0019+STABILITY: SURFACE MOTION
 HF0019
 HF0019  HISTORY     - Date     Condition        Report By
 HF0019  HISTORY     - 1935     MONUMENTED       CGS
 HF0019  HISTORY     - 1976     GOOD             NGS
 HF0019  HISTORY     - 1976     GOOD             NGS
 HF0019
 HF0019                          STATION DESCRIPTION
 HF0019
 HF0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0019'3 MI S FROM FIAT.
 HF0019'3.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0019'FROM FIAT, ELK COUNTY, AT A COUNTY-ROAD CROSSING, 50 FEET EAST
 HF0019'OF THE CENTERLINE OF THE TRACK, 30 FEET NORTH OF THE ROAD, AND
 HF0019'20 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 HF0019'STAMPED A 216 1935 AND SET IN THE TOP OF A CONCRETE POST
 HF0019'PROJECTING 3 INCHES ABOVE GROUND.
 HF0019
 HF0019                          STATION RECOVERY (1976)
 HF0019
 HF0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0019'RECOVERED IN GOOD CONDITION.
 HF0019
 HF0019                          STATION RECOVERY (1976)
 HF0019
 HF0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0063 ***********************************************************************
 HF0063  DESIGNATION -  A 217 RESET
 HF0063  PID         -  HF0063
 HF0063  STATE/COUNTY-  KS/GREENWOOD
 HF0063  USGS QUAD   -  HAMILTON (1971)
 HF0063
 HF0063                         *CURRENT SURVEY CONTROL
 HF0063  ___________________________________________________________________
 HF0063* NAD 83(1986)-  37 58 49.     (N)    096 09 53.     (W)     SCALED    
 HF0063* NAVD 88     -       333.63   (+/-2cm)    1094.6    (feet)  VERTCON   
 HF0063  ___________________________________________________________________
 HF0063  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HF0063
 HF0063  VERT ORDER  -  THIRD (See Below)
 HF0063
 HF0063.The horizontal coordinates were scaled from a topographic map and have
 HF0063.an estimated accuracy of +/- 6 seconds.
 HF0063
 HF0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF0063.The vertical order pertains to the NGVD 29 superseded value.
 HF0063
 HF0063.The geoid height was determined by GEOID03.
 HF0063
 HF0063;                    North         East    Units  Estimated Accuracy
 HF0063;SPC KS S     -   548,360.      605,130.      MT  (+/- 180 meters Scaled)
 HF0063
 HF0063                          SUPERSEDED SURVEY CONTROL
 HF0063
 HF0063  NGVD 29 (03/09/04)  333.49   (m)         1094.1    (f) RESET       3  
 HF0063
 HF0063.Superseded values are not recommended for survey control.
 HF0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0063.See file dsdata.txt to determine how the superseded data were derived.
 HF0063
 HF0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH490074(NAD 83)
 HF0063_MARKER: DB = BENCH MARK DISK
 HF0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0063_SP_SET: CULVERT
 HF0063_STAMPING: A 217 RESET 1976
 HF0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0063
 HF0063  HISTORY     - Date     Condition        Report By
 HF0063  HISTORY     - 1976     MONUMENTED       NGS
 HF0063
 HF0063                          STATION DESCRIPTION
 HF0063
 HF0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HF0063'AT HAMILTON.
 HF0063'THE BENCH MARK IS LOCATED AT THE WEST EDGE OF HAMILTON, AT THE
 HF0063'JUNCTION OF MAIN STREET AND STATE HIGHWAY 99.  A STANDARD
 HF0063'DISK STAMPED A 217 RESET 1976, CEMENTED IN A DRILL HOLE IN THE
 HF0063'NORTH CONCRETE ABUTMENT OF A CONCRETE CULVERT UNDER MAIN STREET,
 HF0063'56 FEET NORTH OF THE CENTER OF MAIN STREET, 39 FEET EAST OF
 HF0063'THE CENTER OF HIGHWAY 99 AND 26 FEET NORTHWEST OF A POWER POLE
 HF0063'WITH TRANSFORMER ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0146 ***********************************************************************
 HH0146  DESIGNATION -  A 22
 HH0146  PID         -  HH0146
 HH0146  STATE/COUNTY-  KS/MEADE
 HH0146  USGS QUAD   -  PLAINS (1963)
 HH0146
 HH0146                         *CURRENT SURVEY CONTROL
 HH0146  ___________________________________________________________________
 HH0146* NAD 83(1986)-  37 17 55.     (N)    100 30 28.     (W)     SCALED    
 HH0146* NAVD 88     -       830.177  (meters)    2723.67   (feet)  ADJUSTED  
 HH0146  ___________________________________________________________________
 HH0146  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 HH0146  DYNAMIC HT  -         829.404 (meters)    2721.14  (feet)  COMP
 HH0146  MODELED GRAV-     979,672.3   (mgal)                       NAVD 88
 HH0146
 HH0146  VERT ORDER  -  SECOND    CLASS 0
 HH0146
 HH0146.The horizontal coordinates were scaled from a topographic map and have
 HH0146.an estimated accuracy of +/- 6 seconds.
 HH0146
 HH0146.The orthometric height was determined by differential leveling
 HH0146.and adjusted by the National Geodetic Survey in June 1991..
 HH0146
 HH0146.The geoid height was determined by GEOID03.
 HH0146
 HH0146.The dynamic height is computed by dividing the NAVD 88
 HH0146.geopotential number by the normal gravity value computed on the
 HH0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0146.degrees latitude (g = 980.6199 gals.).
 HH0146
 HH0146.The modeled gravity was interpolated from observed gravity values.
 HH0146
 HH0146;                    North         East    Units  Estimated Accuracy
 HH0146;SPC KS S     -   472,050.      222,000.      MT  (+/- 180 meters Scaled)
 HH0146
 HH0146                          SUPERSEDED SURVEY CONTROL
 HH0146
 HH0146  NGVD 29 (??/??/92)  829.822  (m)         2722.51   (f) ADJ UNCH    2 0
 HH0146
 HH0146.Superseded values are not recommended for survey control.
 HH0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0146.See file dsdata.txt to determine how the superseded data were derived.
 HH0146
 HH0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG663290(NAD 83)
 HH0146_MARKER: DB = BENCH MARK DISK
 HH0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0146_STAMPING: A 22 1933
 HH0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0146+STABILITY: SURFACE MOTION
 HH0146
 HH0146  HISTORY     - Date     Condition        Report By
 HH0146  HISTORY     - 1933     MONUMENTED       CGS
 HH0146
 HH0146                          STATION DESCRIPTION
 HH0146
 HH0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0146'5.4 MI NE FROM PLAINS.
 HH0146'ABOUT 5.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0146'PACIFIC RAILWAY FROM THE STATION AT PLAINS, MEADE COUNTY, AT
 HH0146'COLLANO, ABOUT 2 POLES SOUTHWEST OF MILEPOST 401, AT A PUBLIC
 HH0146'ROAD CROSSING, 60 FEET NORTHEAST OF THE CENTER LINE OF THE
 HH0146'ROAD, 33 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AND
 HH0146'6 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED A 22 1933
 HH0146'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0990 ***********************************************************************
 JE0990  DESIGNATION -  A 221
 JE0990  PID         -  JE0990
 JE0990  STATE/COUNTY-  KS/FRANKLIN
 JE0990  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE0990
 JE0990                         *CURRENT SURVEY CONTROL
 JE0990  ___________________________________________________________________
 JE0990* NAD 83(1986)-  38 36 55.     (N)    095 15 59.     (W)     SCALED    
 JE0990* NAVD 88     -       274.727  (meters)     901.33   (feet)  ADJUSTED  
 JE0990  ___________________________________________________________________
 JE0990  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0990  DYNAMIC HT  -         274.538 (meters)     900.71  (feet)  COMP
 JE0990  MODELED GRAV-     979,933.5   (mgal)                       NAVD 88
 JE0990
 JE0990  VERT ORDER  -  SECOND    CLASS 0
 JE0990
 JE0990.The horizontal coordinates were scaled from a topographic map and have
 JE0990.an estimated accuracy of +/- 6 seconds.
 JE0990
 JE0990.The orthometric height was determined by differential leveling
 JE0990.and adjusted by the National Geodetic Survey in June 1991..
 JE0990.WARNING-Repeat measurements at this control monument indicate possible
 JE0990.vertical movement.
 JE0990
 JE0990.The geoid height was determined by GEOID03.
 JE0990
 JE0990.The dynamic height is computed by dividing the NAVD 88
 JE0990.geopotential number by the normal gravity value computed on the
 JE0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0990.degrees latitude (g = 980.6199 gals.).
 JE0990
 JE0990.The modeled gravity was interpolated from observed gravity values.
 JE0990
 JE0990;                    North         East    Units  Estimated Accuracy
 JE0990;SPC KS S     -   621,160.      681,570.      MT  (+/- 180 meters Scaled)
 JE0990
 JE0990                          SUPERSEDED SURVEY CONTROL
 JE0990
 JE0990  NGVD 29 (??/??/92)  274.624  (m)          901.00   (f) ADJ UNCH    2 0
 JE0990
 JE0990.Superseded values are not recommended for survey control.
 JE0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0990.See file dsdata.txt to determine how the superseded data were derived.
 JE0990
 JE0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC026765(NAD 83)
 JE0990_MARKER: DB = BENCH MARK DISK
 JE0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0990_STAMPING: A 221 1934
 JE0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0990+STABILITY: SURFACE MOTION
 JE0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0990+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 JE0990
 JE0990  HISTORY     - Date     Condition        Report By
 JE0990  HISTORY     - 1934     MONUMENTED       CGS
 JE0990  HISTORY     - 1951     GOOD             NGS
 JE0990  HISTORY     - 20051013 GOOD             GEOCAC
 JE0990
 JE0990                          STATION DESCRIPTION
 JE0990
 JE0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0990'AT OTTAWA.
 JE0990'AT OTTAWA, FRANKLIN COUNTY, AT THE INTERSECTION OF SECOND AND
 JE0990'HICKORY STREETS, 40 FEET WEST OF THE CENTERLINE OF HICKORY
 JE0990'STREET, 35 FEET SOUTH OF THE CENTERLINE OF SECOND STREET, AT
 JE0990'THE POST OFFICE, 49 FEET EAST OF THE CENTER OF THE ENTRANCE
 JE0990'AND IN THE NORTHEAST CORNER OF THE POST-OFFICE LAWN.  A STANDARD
 JE0990'DISK, STAMPED A 221 1934 AND SET IN THE TOP OF A CONCRETE POST
 JE0990'FLUSH WITH THE GROUND.
 JE0990
 JE0990                          STATION RECOVERY (2005)
 JE0990
 JE0990'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0990'THE POST OFFICE WAS RELOCATED AND THE BUILDING IS VACANT. THE DISK
 JE0990'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 JE0990' 
 JE0990'HANDHELD GPS COORDINATES (NAD83)N38 36 56.4 W95 16 02.3
 JE0990' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0886 ***********************************************************************
 JE0886  DESIGNATION -  A 222
 JE0886  PID         -  JE0886
 JE0886  STATE/COUNTY-  KS/MIAMI
 JE0886  USGS QUAD   -  LOUISBURG (1957)
 JE0886
 JE0886                         *CURRENT SURVEY CONTROL
 JE0886  ___________________________________________________________________
 JE0886* NAD 83(1986)-  38 37 16.     (N)    094 42 35.     (W)     SCALED    
 JE0886* NAVD 88     -       293.043  (meters)     961.43   (feet)  ADJUSTED  
 JE0886  ___________________________________________________________________
 JE0886  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JE0886  DYNAMIC HT  -         292.839 (meters)     960.76  (feet)  COMP
 JE0886  MODELED GRAV-     979,927.0   (mgal)                       NAVD 88
 JE0886
 JE0886  VERT ORDER  -  SECOND    CLASS 0
 JE0886
 JE0886.The horizontal coordinates were scaled from a topographic map and have
 JE0886.an estimated accuracy of +/- 6 seconds.
 JE0886
 JE0886.The orthometric height was determined by differential leveling
 JE0886.and adjusted by the National Geodetic Survey in June 1991..
 JE0886
 JE0886.The geoid height was determined by GEOID03.
 JE0886
 JE0886.The dynamic height is computed by dividing the NAVD 88
 JE0886.geopotential number by the normal gravity value computed on the
 JE0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0886.degrees latitude (g = 980.6199 gals.).
 JE0886
 JE0886.The modeled gravity was interpolated from observed gravity values.
 JE0886
 JE0886;                    North         East    Units  Estimated Accuracy
 JE0886;SPC KS S     -   623,630.      730,000.      MT  (+/- 180 meters Scaled)
 JE0886
 JE0886                          SUPERSEDED SURVEY CONTROL
 JE0886
 JE0886  NGVD 29 (??/??/92)  292.893  (m)          960.93   (f) ADJ UNCH    2 0
 JE0886
 JE0886.Superseded values are not recommended for survey control.
 JE0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0886.See file dsdata.txt to determine how the superseded data were derived.
 JE0886
 JE0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC511761(NAD 83)
 JE0886_MARKER: DB = BENCH MARK DISK
 JE0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0886_STAMPING: A 222 1934
 JE0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0886+STABILITY: SURFACE MOTION
 JE0886
 JE0886  HISTORY     - Date     Condition        Report By
 JE0886  HISTORY     - 1934     MONUMENTED       CGS
 JE0886  HISTORY     - 1955     GOOD             NGS
 JE0886
 JE0886                          STATION DESCRIPTION
 JE0886
 JE0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JE0886'2.1 MI W FROM LOUISBURG.
 JE0886'2.1 MILES WEST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 JE0886'THE STATION AT LOUISBURG, MIAMI COUNTY, 4 RAILS SOUTH OF A ROAD
 JE0886'CROSSING, 34 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 JE0886'EAST OF A FENCE.  A STANDARD DISK, STAMPED A 222 1934 AND SET
 JE0886'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0194 ***********************************************************************
 JF0194  DESIGNATION -  A 223
 JF0194  PID         -  JF0194
 JF0194  STATE/COUNTY-  KS/LYON
 JF0194  USGS QUAD   -  EMPORIA (1979)
 JF0194
 JF0194                         *CURRENT SURVEY CONTROL
 JF0194  ___________________________________________________________________
 JF0194* NAD 83(1986)-  38 29 31.     (N)    096 14 45.     (W)     SCALED    
 JF0194* NAVD 88     -       349.760  (meters)    1147.50   (feet)  ADJUSTED  
 JF0194  ___________________________________________________________________
 JF0194  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JF0194  DYNAMIC HT  -         349.509 (meters)    1146.68  (feet)  COMP
 JF0194  MODELED GRAV-     979,903.0   (mgal)                       NAVD 88
 JF0194
 JF0194  VERT ORDER  -  SECOND    CLASS 0
 JF0194
 JF0194.The horizontal coordinates were scaled from a topographic map and have
 JF0194.an estimated accuracy of +/- 6 seconds.
 JF0194
 JF0194.The orthometric height was determined by differential leveling
 JF0194.and adjusted by the National Geodetic Survey in June 1991..
 JF0194
 JF0194.The geoid height was determined by GEOID03.
 JF0194
 JF0194.The dynamic height is computed by dividing the NAVD 88
 JF0194.geopotential number by the normal gravity value computed on the
 JF0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0194.degrees latitude (g = 980.6199 gals.).
 JF0194
 JF0194.The modeled gravity was interpolated from observed gravity values.
 JF0194
 JF0194;                    North         East    Units  Estimated Accuracy
 JF0194;SPC KS S     -   604,960.      596,640.      MT  (+/- 180 meters Scaled)
 JF0194
 JF0194                          SUPERSEDED SURVEY CONTROL
 JF0194
 JF0194  NGVD 29 (??/??/92)  349.626  (m)         1147.06   (f) ADJ UNCH    2 0
 JF0194
 JF0194.Superseded values are not recommended for survey control.
 JF0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0194.See file dsdata.txt to determine how the superseded data were derived.
 JF0194
 JF0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH402639(NAD 83)
 JF0194_MARKER: DB = BENCH MARK DISK
 JF0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0194+STABILITY: SURFACE MOTION
 JF0194
 JF0194  HISTORY     - Date     Condition        Report By
 JF0194  HISTORY     - UNK      MONUMENTED       CGS
 JF0194  HISTORY     - 1935     GOOD             NGS
 JF0194  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0194
 JF0194                          STATION DESCRIPTION
 JF0194
 JF0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0194'1.3 MI S FROM AMERICUS.
 JF0194'1.3 MILES S. OF AMERICUS STATION, ALONG M-K-T RR 30 YDS. S.
 JF0194'OF MP 103 AND CENTER LIN OF CROSSING.  MARK IS AT FENCE, 15 YDS.
 JF0194'E. OF CENTER LINE OF TRACK.  NOTE-- OLD RAILROAD HAS BEEN
 JF0194'ABANDONED RR. DEPOT AT AMERICUS IS GONE.
 JF0194
 JF0194                          STATION RECOVERY (1968)
 JF0194
 JF0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0379 ***********************************************************************
 JF0379  DESIGNATION -  A 224
 JF0379  PID         -  JF0379
 JF0379  STATE/COUNTY-  KS/GEARY
 JF0379  USGS QUAD   -  WREFORD (1964)
 JF0379
 JF0379                         *CURRENT SURVEY CONTROL
 JF0379  ___________________________________________________________________
 JF0379* NAD 83(1986)-  38 54 49.     (N)    096 49 57.     (W)     SCALED    
 JF0379* NAVD 88     -       372.836  (meters)    1223.21   (feet)  ADJUSTED  
 JF0379  ___________________________________________________________________
 JF0379  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 JF0379  DYNAMIC HT  -         372.576 (meters)    1222.36  (feet)  COMP
 JF0379  MODELED GRAV-     979,921.1   (mgal)                       NAVD 88
 JF0379
 JF0379  VERT ORDER  -  SECOND    CLASS 0
 JF0379
 JF0379.The horizontal coordinates were scaled from a topographic map and have
 JF0379.an estimated accuracy of +/- 6 seconds.
 JF0379
 JF0379.The orthometric height was determined by differential leveling
 JF0379.and adjusted by the National Geodetic Survey in June 1991..
 JF0379
 JF0379.The geoid height was determined by GEOID03.
 JF0379
 JF0379.The dynamic height is computed by dividing the NAVD 88
 JF0379.geopotential number by the normal gravity value computed on the
 JF0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0379.degrees latitude (g = 980.6199 gals.).
 JF0379
 JF0379.The modeled gravity was interpolated from observed gravity values.
 JF0379
 JF0379;                    North         East    Units  Estimated Accuracy
 JF0379;SPC KS N     -    65,070.      501,250.      MT  (+/- 180 meters Scaled)
 JF0379
 JF0379                          SUPERSEDED SURVEY CONTROL
 JF0379
 JF0379  NGVD 29 (??/??/92)  372.703  (m)         1222.78   (f) ADJ UNCH    2 0
 JF0379
 JF0379.Superseded values are not recommended for survey control.
 JF0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0379.See file dsdata.txt to determine how the superseded data were derived.
 JF0379
 JF0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ879094(NAD 83)
 JF0379_MARKER: DB = BENCH MARK DISK
 JF0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0379+STABILITY: SURFACE MOTION
 JF0379
 JF0379  HISTORY     - Date     Condition        Report By
 JF0379  HISTORY     - UNK      MONUMENTED       CGS
 JF0379  HISTORY     - 1935     GOOD             NGS
 JF0379  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0379
 JF0379                          STATION DESCRIPTION
 JF0379
 JF0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0379'4.3 MI NW FROM SKIDDY.
 JF0379'4.3 MILES N. W. OF SKIDDY STATION, ALONG M. K. AND T. RR. 0.4
 JF0379'MILE N. OF MP 148.  MARK IS AT FENCE, 15 YDS. E. OF CENTER LINE
 JF0379'OF TRACK, 10 YDS. N. OF CENTER LINE OF CROSSING, 50 YDS. N. OF
 JF0379'BRIDGE B 148.4 AND 4 FT. N. OF FENCE CORNER.  NOTE-- OLD RAILROAD
 JF0379'HAS BEEN ABANDONED.
 JF0379
 JF0379                          STATION RECOVERY (1968)
 JF0379
 JF0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0019 ***********************************************************************
 JF0019  DESIGNATION -  A 229
 JF0019  PID         -  JF0019
 JF0019  STATE/COUNTY-  KS/MORRIS
 JF0019  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0019
 JF0019                         *CURRENT SURVEY CONTROL
 JF0019  ___________________________________________________________________
 JF0019* NAD 83(1986)-  38 39 36.     (N)    096 29 40.     (W)     SCALED    
 JF0019* NAVD 88     -       381.068  (meters)    1250.22   (feet)  ADJUSTED  
 JF0019  ___________________________________________________________________
 JF0019  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 JF0019  DYNAMIC HT  -         380.799 (meters)    1249.34  (feet)  COMP
 JF0019  MODELED GRAV-     979,911.8   (mgal)                       NAVD 88
 JF0019
 JF0019  VERT ORDER  -  SECOND    CLASS 0
 JF0019
 JF0019.The horizontal coordinates were scaled from a topographic map and have
 JF0019.an estimated accuracy of +/- 6 seconds.
 JF0019
 JF0019.The orthometric height was determined by differential leveling
 JF0019.and adjusted by the National Geodetic Survey in June 1991..
 JF0019
 JF0019.The geoid height was determined by GEOID03.
 JF0019
 JF0019.The dynamic height is computed by dividing the NAVD 88
 JF0019.geopotential number by the normal gravity value computed on the
 JF0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0019.degrees latitude (g = 980.6199 gals.).
 JF0019
 JF0019.The modeled gravity was interpolated from observed gravity values.
 JF0019
 JF0019;                    North         East    Units  Estimated Accuracy
 JF0019;SPC KS N     -    37,350.      531,040.      MT  (+/- 180 meters Scaled)
 JF0019
 JF0019                          SUPERSEDED SURVEY CONTROL
 JF0019
 JF0019  NGVD 29 (??/??/92)  380.922  (m)         1249.74   (f) ADJ UNCH    2 0
 JF0019
 JF0019.Superseded values are not recommended for survey control.
 JF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0019.See file dsdata.txt to determine how the superseded data were derived.
 JF0019
 JF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH180820(NAD 83)
 JF0019_MARKER: DB = BENCH MARK DISK
 JF0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0019+STABILITY: SURFACE MOTION
 JF0019
 JF0019  HISTORY     - Date     Condition        Report By
 JF0019  HISTORY     - UNK      MONUMENTED       CGS
 JF0019  HISTORY     - 1935     GOOD             NGS
 JF0019  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 JF0019
 JF0019                          STATION DESCRIPTION
 JF0019
 JF0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0019'IN COUNCIL GROVE.
 JF0019'MARK IS N.E. CORNER OF MORRIS COUNTY COURT HOUSE YARD IN COUNCIL
 JF0019'GROVE, 1 YD. W. OF BRICK WALK AND 4 YDS. S.E. OF DIAGONAL
 JF0019'CONC. WALK.
 JF0019
 JF0019                          STATION RECOVERY (1969)
 JF0019
 JF0019'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 JF0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0523 ***********************************************************************
 HG0523  DESIGNATION -  A 23
 HG0523  PID         -  HG0523
 HG0523  STATE/COUNTY-  KS/FORD
 HG0523  USGS QUAD   -  BLOOM (1967)
 HG0523
 HG0523                         *CURRENT SURVEY CONTROL
 HG0523  ___________________________________________________________________
 HG0523* NAD 83(1986)-  37 28 20.     (N)    099 56 25.     (W)     SCALED    
 HG0523* NAVD 88     -       785.869  (meters)    2578.31   (feet)  ADJUSTED  
 HG0523  ___________________________________________________________________
 HG0523  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 HG0523  DYNAMIC HT  -         785.162 (meters)    2575.99  (feet)  COMP
 HG0523  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 HG0523
 HG0523  VERT ORDER  -  SECOND    CLASS 0
 HG0523
 HG0523.The horizontal coordinates were scaled from a topographic map and have
 HG0523.an estimated accuracy of +/- 6 seconds.
 HG0523
 HG0523.The orthometric height was determined by differential leveling
 HG0523.and adjusted by the National Geodetic Survey in June 1991..
 HG0523
 HG0523.The geoid height was determined by GEOID03.
 HG0523
 HG0523.The dynamic height is computed by dividing the NAVD 88
 HG0523.geopotential number by the normal gravity value computed on the
 HG0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0523.degrees latitude (g = 980.6199 gals.).
 HG0523
 HG0523.The modeled gravity was interpolated from observed gravity values.
 HG0523
 HG0523;                    North         East    Units  Estimated Accuracy
 HG0523;SPC KS S     -   490,390.      272,610.      MT  (+/- 180 meters Scaled)
 HG0523
 HG0523                          SUPERSEDED SURVEY CONTROL
 HG0523
 HG0523  NGVD 29 (??/??/92)  785.533  (m)         2577.20   (f) ADJ UNCH    2 0
 HG0523
 HG0523.Superseded values are not recommended for survey control.
 HG0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0523.See file dsdata.txt to determine how the superseded data were derived.
 HG0523
 HG0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG168476(NAD 83)
 HG0523_MARKER: DB = BENCH MARK DISK
 HG0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0523_SP_SET: CULVERT
 HG0523_STAMPING: A 23 1933
 HG0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0523
 HG0523  HISTORY     - Date     Condition        Report By
 HG0523  HISTORY     - 1933     MONUMENTED       CGS
 HG0523
 HG0523                          STATION DESCRIPTION
 HG0523
 HG0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0523'2.7 MI SW FROM BLOOM.
 HG0523'ABOUT 2.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HG0523'PACIFIC RAILWAY FROM THE STATION AT BLOOM, FORD COUNTY, ABOUT
 HG0523'21 POLES SOUTHWEST OF MILEPOST 365, 21 FEET SOUTHEAST OF THE
 HG0523'CENTER LINE OF THE TRACK, AT A CONCRETE CULVERT, AND IN THE
 HG0523'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL.
 HG0523'A STANDARD DISK, STAMPED A 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1286 ***********************************************************************
 JE1286  DESIGNATION -  A 230
 JE1286  PID         -  JE1286
 JE1286  STATE/COUNTY-  KS/OSAGE
 JE1286  USGS QUAD   -  OSAGE CITY (1971)
 JE1286
 JE1286                         *CURRENT SURVEY CONTROL
 JE1286  ___________________________________________________________________
 JE1286* NAD 83(1986)-  38 38 19.     (N)    095 49 41.     (W)     SCALED    
 JE1286* NAVD 88     -       330.971  (meters)    1085.86   (feet)  ADJUSTED  
 JE1286  ___________________________________________________________________
 JE1286  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JE1286  DYNAMIC HT  -         330.739 (meters)    1085.10  (feet)  COMP
 JE1286  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 JE1286
 JE1286  VERT ORDER  -  SECOND    CLASS 0
 JE1286
 JE1286.The horizontal coordinates were scaled from a topographic map and have
 JE1286.an estimated accuracy of +/- 6 seconds.
 JE1286
 JE1286.The orthometric height was determined by differential leveling
 JE1286.and adjusted by the National Geodetic Survey in June 1991..
 JE1286
 JE1286.The geoid height was determined by GEOID03.
 JE1286
 JE1286.The dynamic height is computed by dividing the NAVD 88
 JE1286.geopotential number by the normal gravity value computed on the
 JE1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1286.degrees latitude (g = 980.6199 gals.).
 JE1286
 JE1286.The modeled gravity was interpolated from observed gravity values.
 JE1286
 JE1286;                    North         East    Units  Estimated Accuracy
 JE1286;SPC KS S     -   622,200.      632,610.      MT  (+/- 180 meters Scaled)
 JE1286
 JE1286                          SUPERSEDED SURVEY CONTROL
 JE1286
 JE1286  NGVD 29 (??/??/92)  330.826  (m)         1085.38   (f) ADJ UNCH    2 0
 JE1286
 JE1286.Superseded values are not recommended for survey control.
 JE1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1286.See file dsdata.txt to determine how the superseded data were derived.
 JE1286
 JE1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC538804(NAD 83)
 JE1286_MARKER: DB = BENCH MARK DISK
 JE1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1286+STABILITY: SURFACE MOTION
 JE1286
 JE1286  HISTORY     - Date     Condition        Report By
 JE1286  HISTORY     - UNK      MONUMENTED       CGS
 JE1286  HISTORY     - 1934     GOOD             NGS
 JE1286  HISTORY     - 1970     MARK NOT FOUND   USGS
 JE1286  HISTORY     - 1970     MARK NOT FOUND   USGS
 JE1286
 JE1286                          STATION DESCRIPTION
 JE1286
 JE1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1286'IN OSAGE CITY.
 JE1286'IN OSAGE CITY ALONG MO. PAC. R.R. AT E. END OF BRICK PLATFORM
 JE1286'OF OSAGE CITY STATION.  MARK IS 6 YDS. S. OF CENTER LINE OF TRACK,
 JE1286'1 FT. S. OF STATION PLATFORM, 2 FT. W. OF CONC. WALK AND 55 YDS.
 JE1286'E. OF STATION.  AT MP 386/19.  NOTE-- RR PLATFORM HAS BEEN REMOVED.
 JE1286
 JE1286                          STATION RECOVERY (1970)
 JE1286
 JE1286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JE1286'MARK NOT FOUND.
 JE1286
 JE1286                          STATION RECOVERY (1970)
 JE1286
 JE1286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JE1286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1331 ***********************************************************************
 JE1331  DESIGNATION -  A 231
 JE1331  PID         -  JE1331
 JE1331  STATE/COUNTY-  KS/WABAUNSEE
 JE1331  USGS QUAD   -  HARVEYVILLE (1972)
 JE1331
 JE1331                         *CURRENT SURVEY CONTROL
 JE1331  ___________________________________________________________________
 JE1331* NAD 83(1986)-  38 47 32.     (N)    095 57 34.     (W)     SCALED    
 JE1331* NAVD 88     -       340.274  (meters)    1116.38   (feet)  ADJUSTED  
 JE1331  ___________________________________________________________________
 JE1331  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JE1331  DYNAMIC HT  -         340.040 (meters)    1115.61  (feet)  COMP
 JE1331  MODELED GRAV-     979,932.5   (mgal)                       NAVD 88
 JE1331
 JE1331  VERT ORDER  -  SECOND    CLASS 0
 JE1331
 JE1331.The horizontal coordinates were scaled from a topographic map and have
 JE1331.an estimated accuracy of +/- 6 seconds.
 JE1331
 JE1331.The orthometric height was determined by differential leveling
 JE1331.and adjusted by the National Geodetic Survey in June 1991..
 JE1331
 JE1331.The geoid height was determined by GEOID03.
 JE1331
 JE1331.The dynamic height is computed by dividing the NAVD 88
 JE1331.geopotential number by the normal gravity value computed on the
 JE1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1331.degrees latitude (g = 980.6199 gals.).
 JE1331
 JE1331.The modeled gravity was interpolated from observed gravity values.
 JE1331
 JE1331;                    North         East    Units  Estimated Accuracy
 JE1331;SPC KS N     -    52,940.      577,270.      MT  (+/- 180 meters Scaled)
 JE1331
 JE1331                          SUPERSEDED SURVEY CONTROL
 JE1331
 JE1331  NGVD 29 (??/??/92)  340.136  (m)         1115.93   (f) ADJ UNCH    2 0
 JE1331
 JE1331.Superseded values are not recommended for survey control.
 JE1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1331.See file dsdata.txt to determine how the superseded data were derived.
 JE1331
 JE1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC429978(NAD 83)
 JE1331_MARKER: DB = BENCH MARK DISK
 JE1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1331+STABILITY: SURFACE MOTION
 JE1331
 JE1331  HISTORY     - Date     Condition        Report By
 JE1331  HISTORY     - UNK      MONUMENTED       CGS
 JE1331  HISTORY     - 1934     GOOD             NGS
 JE1331  HISTORY     - 1968     POOR             NGS
 JE1331  HISTORY     - 1968     POOR             USGS
 JE1331
 JE1331                          STATION DESCRIPTION
 JE1331
 JE1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1331'IN HARVEYVILLE.
 JE1331'IN HARVEYVILLE.  ALONG A.T. AND S.F. R.R., 6 YDS. E. OF AND
 JE1331'ACROSS TRACK TO THE N. FROM HARVEYVILLE STATION.  MARK IS 11
 JE1331'YDS. N. OF CENTERLINE OF MAIN TRACK, 24 YDS. W. OF CENTERLINE
 JE1331'OF CROSSING AND 3 YDS. SE. OF A TELEGRAPH POLE.
 JE1331
 JE1331                          STATION RECOVERY (1968)
 JE1331
 JE1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JE1331'MARK RECOVERED IN POOR CONDITION.
 JE1331
 JE1331                          STATION RECOVERY (1968)
 JE1331
 JE1331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JE1331'MARK IS IN A GARDEN PLOT AND HAS BEEN HIT BY MACHINERY AND IS TILTED.
 JE1331'THE MARK WAS LEFT IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1184 ***********************************************************************
 JE1184  DESIGNATION -  A 233
 JE1184  PID         -  JE1184
 JE1184  STATE/COUNTY-  KS/COFFEY
 JE1184  USGS QUAD   -  BURLINGTON (1979)
 JE1184
 JE1184                         *CURRENT SURVEY CONTROL
 JE1184  ___________________________________________________________________
 JE1184* NAD 83(1986)-  38 11 29.     (N)    095 43 46.     (W)     SCALED    
 JE1184* NAVD 88     -       309.861  (meters)    1016.60   (feet)  ADJUSTED  
 JE1184  ___________________________________________________________________
 JE1184  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JE1184  DYNAMIC HT  -         309.632 (meters)    1015.85  (feet)  COMP
 JE1184  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 JE1184
 JE1184  VERT ORDER  -  SECOND    CLASS 0
 JE1184
 JE1184.The horizontal coordinates were scaled from a topographic map and have
 JE1184.an estimated accuracy of +/- 6 seconds.
 JE1184
 JE1184.The orthometric height was determined by differential leveling
 JE1184.and adjusted by the National Geodetic Survey in June 1991..
 JE1184
 JE1184.The geoid height was determined by GEOID03.
 JE1184
 JE1184.The dynamic height is computed by dividing the NAVD 88
 JE1184.geopotential number by the normal gravity value computed on the
 JE1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1184.degrees latitude (g = 980.6199 gals.).
 JE1184
 JE1184.The modeled gravity was interpolated from observed gravity values.
 JE1184
 JE1184;                    North         East    Units  Estimated Accuracy
 JE1184;SPC KS S     -   572,830.      642,660.      MT  (+/- 180 meters Scaled)
 JE1184
 JE1184                          SUPERSEDED SURVEY CONTROL
 JE1184
 JE1184  NGVD 29 (??/??/92)  309.707  (m)         1016.10   (f) ADJ UNCH    2 0
 JE1184
 JE1184.Superseded values are not recommended for survey control.
 JE1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1184.See file dsdata.txt to determine how the superseded data were derived.
 JE1184
 JE1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC609305(NAD 83)
 JE1184_MARKER: DB = BENCH MARK DISK
 JE1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1184_STAMPING: A 233 1934
 JE1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1184+STABILITY: SURFACE MOTION
 JE1184
 JE1184  HISTORY     - Date     Condition        Report By
 JE1184  HISTORY     - 1934     MONUMENTED       CGS
 JE1184  HISTORY     - 1951     GOOD             NGS
 JE1184
 JE1184                          STATION DESCRIPTION
 JE1184
 JE1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1184'0.7 MI NE FROM BURLINGTON.
 JE1184'ALONG THE ATCHISON, TOPEKA AND THE SANTA FE RAILROAD, ABOUT 500
 JE1184'YARDS EAST OF STEEL BRIDGE, 31 FEET SOUTHWEST OF WHERE THE
 JE1184'CENTER OF A FARM ROAD CROSSES THE SOUTH RAIL, 23 FEET NORTHEAST
 JE1184'OF TELEGRAPH POLE, 22 FEET SOUTH OF THE SOUTH RAIL AND 18 FEET
 JE1184'WEST OF THE CENTER OF FARM ROAD.  THE DISK IS SET IN THE TOP
 JE1184'OF CONCRETE POST, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0487 ***********************************************************************
 HF0487  DESIGNATION -  A 237
 HF0487  PID         -  HF0487
 HF0487  STATE/COUNTY-  KS/SEDGWICK
 HF0487  USGS QUAD   -  WICHITA EAST (1982)
 HF0487
 HF0487                         *CURRENT SURVEY CONTROL
 HF0487  ___________________________________________________________________
 HF0487* NAD 83(1986)-  37 41 08.     (N)    097 19 47.     (W)     SCALED    
 HF0487* NAVD 88     -       401.447  (meters)    1317.08   (feet)  ADJUSTED  
 HF0487  ___________________________________________________________________
 HF0487  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HF0487  DYNAMIC HT  -         401.131 (meters)    1316.04  (feet)  COMP
 HF0487  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 HF0487
 HF0487  VERT ORDER  -  SECOND    CLASS 0
 HF0487
 HF0487.The horizontal coordinates were scaled from a topographic map and have
 HF0487.an estimated accuracy of +/- 6 seconds.
 HF0487
 HF0487.The orthometric height was determined by differential leveling
 HF0487.and adjusted by the National Geodetic Survey in June 1991..
 HF0487
 HF0487.The geoid height was determined by GEOID03.
 HF0487
 HF0487.The dynamic height is computed by dividing the NAVD 88
 HF0487.geopotential number by the normal gravity value computed on the
 HF0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0487.degrees latitude (g = 980.6199 gals.).
 HF0487
 HF0487.The modeled gravity was interpolated from observed gravity values.
 HF0487
 HF0487;                    North         East    Units  Estimated Accuracy
 HF0487;SPC KS S     -   513,730.      503,220.      MT  (+/- 180 meters Scaled)
 HF0487
 HF0487                          SUPERSEDED SURVEY CONTROL
 HF0487
 HF0487  NGVD 29 (??/??/92)  401.303  (m)         1316.61   (f) ADJ UNCH    2 0
 HF0487
 HF0487.Superseded values are not recommended for survey control.
 HF0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0487.See file dsdata.txt to determine how the superseded data were derived.
 HF0487
 HF0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG472722(NAD 83)
 HF0487_MARKER: DB = BENCH MARK DISK
 HF0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0487_SP_SET: BUILDING
 HF0487_STAMPING: A 237 1934
 HF0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF0487+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 HF0487
 HF0487  HISTORY     - Date     Condition        Report By
 HF0487  HISTORY     - 1934     MONUMENTED       CGS
 HF0487  HISTORY     - 1972     GOOD             NGS
 HF0487  HISTORY     - 20040820 GOOD             USPSQD
 HF0487
 HF0487                          STATION DESCRIPTION
 HF0487
 HF0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0487'AT WICHITA.
 HF0487'AT WICHITA, 10.4 FEET SOUTH OF THE NORTHWEST CORNER OF THE UNION
 HF0487'STATION, 28 FEET EAST OF THE EAST RAIL OF THE TRACK, 2.3 FEET
 HF0487'ABOVE THE GROUND, 3 1/2 RAILS SOUTH OF THE CENTER LINE OF THE
 HF0487'DOUGLAS AVENUE VIADUCT, SET VERTICALLY IN THE WEST WALL OF THE
 HF0487'RAILROAD STATION.  SEC 21, T27S, R1E.
 HF0487
 HF0487                          STATION RECOVERY (2004)
 HF0487
 HF0487'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HF0487'UNION STATION IS NOW OCCUPIED BY COX COMMUNICATIONS.  ACCESS IS BY
 HF0487'AUTO RAMP TO TRACKSIDE PARKING AT SOUTH END OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0655 ***********************************************************************
 HF0655  DESIGNATION -  A 238
 HF0655  PID         -  HF0655
 HF0655  STATE/COUNTY-  KS/SUMNER
 HF0655  USGS QUAD   -  ROME (1965)
 HF0655
 HF0655                         *CURRENT SURVEY CONTROL
 HF0655  ___________________________________________________________________
 HF0655* NAD 83(1986)-  37 13 01.     (N)    097 23 35.     (W)     SCALED    
 HF0655* NAVD 88     -       374.677  (meters)    1229.25   (feet)  ADJUSTED  
 HF0655  ___________________________________________________________________
 HF0655  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0655  DYNAMIC HT  -         374.371 (meters)    1228.25  (feet)  COMP
 HF0655  MODELED GRAV-     979,803.3   (mgal)                       NAVD 88
 HF0655
 HF0655  VERT ORDER  -  SECOND    CLASS 0
 HF0655
 HF0655.The horizontal coordinates were scaled from a topographic map and have
 HF0655.an estimated accuracy of +/- 6 seconds.
 HF0655
 HF0655.The orthometric height was determined by differential leveling
 HF0655.and adjusted by the National Geodetic Survey in June 1991..
 HF0655.WARNING-Repeat measurements at this control monument indicate possible
 HF0655.vertical movement.
 HF0655
 HF0655.The geoid height was determined by GEOID03.
 HF0655
 HF0655.The dynamic height is computed by dividing the NAVD 88
 HF0655.geopotential number by the normal gravity value computed on the
 HF0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0655.degrees latitude (g = 980.6199 gals.).
 HF0655
 HF0655.The modeled gravity was interpolated from observed gravity values.
 HF0655
 HF0655;                    North         East    Units  Estimated Accuracy
 HF0655;SPC KS S     -   461,660.      498,250.      MT  (+/- 180 meters Scaled)
 HF0655
 HF0655                          SUPERSEDED SURVEY CONTROL
 HF0655
 HF0655  NGVD 29 (??/??/92)  374.560  (m)         1228.87   (f) ADJ UNCH    2 0
 HF0655
 HF0655.Superseded values are not recommended for survey control.
 HF0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0655.See file dsdata.txt to determine how the superseded data were derived.
 HF0655
 HF0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG425201(NAD 83)
 HF0655_MARKER: DB = BENCH MARK DISK
 HF0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0655_STAMPING: A 238 1934
 HF0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0655+STABILITY: SURFACE MOTION
 HF0655
 HF0655  HISTORY     - Date     Condition        Report By
 HF0655  HISTORY     - 1934     MONUMENTED       CGS
 HF0655  HISTORY     - 1962     GOOD             NGS
 HF0655
 HF0655                          STATION DESCRIPTION
 HF0655
 HF0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0655'2.9 MI S FROM WELLINGTON.
 HF0655'2.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0655'FROM WELLINGTON, SUMNER COUNTY, AT MILEAGE 3.1, AT A ROAD
 HF0655'CROSSING, 48 FEET NORTH OF THE CENTERLINE OF THE ROAD, 42 FEET
 HF0655'EAST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT WEST OF THE
 HF0655'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 238 1934 AND SET
 HF0655'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0765 ***********************************************************************
 HF0765  DESIGNATION -  A 239
 HF0765  PID         -  HF0765
 HF0765  STATE/COUNTY-  KS/SUMNER
 HF0765  USGS QUAD   -  MAYFIELD (1971)
 HF0765
 HF0765                         *CURRENT SURVEY CONTROL
 HF0765  ___________________________________________________________________
 HF0765* NAD 83(1986)-  37 15 38.     (N)    097 34 56.     (W)     SCALED    
 HF0765* NAVD 88     -       384.734  (meters)    1262.25   (feet)  ADJUSTED  
 HF0765  ___________________________________________________________________
 HF0765  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0765  DYNAMIC HT  -         384.417 (meters)    1261.21  (feet)  COMP
 HF0765  MODELED GRAV-     979,795.5   (mgal)                       NAVD 88
 HF0765
 HF0765  VERT ORDER  -  SECOND    CLASS 0
 HF0765
 HF0765.The horizontal coordinates were scaled from a topographic map and have
 HF0765.an estimated accuracy of +/- 6 seconds.
 HF0765
 HF0765.The orthometric height was determined by differential leveling
 HF0765.and adjusted by the National Geodetic Survey in June 1991..
 HF0765
 HF0765.The geoid height was determined by GEOID03.
 HF0765
 HF0765.The dynamic height is computed by dividing the NAVD 88
 HF0765.geopotential number by the normal gravity value computed on the
 HF0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0765.degrees latitude (g = 980.6199 gals.).
 HF0765
 HF0765.The modeled gravity was interpolated from observed gravity values.
 HF0765
 HF0765;                    North         East    Units  Estimated Accuracy
 HF0765;SPC KS S     -   466,310.      481,410.      MT  (+/- 180 meters Scaled)
 HF0765
 HF0765                          SUPERSEDED SURVEY CONTROL
 HF0765
 HF0765  NGVD 29 (??/??/92)  384.611  (m)         1261.84   (f) ADJ UNCH    2 0
 HF0765
 HF0765.Superseded values are not recommended for survey control.
 HF0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0765.See file dsdata.txt to determine how the superseded data were derived.
 HF0765
 HF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG257247(NAD 83)
 HF0765_MARKER: DB = BENCH MARK DISK
 HF0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0765_STAMPING: A 239 1934
 HF0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0765+STABILITY: SURFACE MOTION
 HF0765
 HF0765  HISTORY     - Date     Condition        Report By
 HF0765  HISTORY     - 1934     MONUMENTED       CGS
 HF0765
 HF0765                          STATION DESCRIPTION
 HF0765
 HF0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0765'2 MI W FROM MAYFIELD.
 HF0765'2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0765'FROM MAYFIELD, SUMNER COUNTY, 16-1/2 RAILS WEST OF MILEPOST 249,
 HF0765'24 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 24 FEET NORTH
 HF0765'OF THE RIGHT-OF-WAY FENCE, AND 4-1/2 FEET NORTH OF A POLE.  A
 HF0765'STANDARD DISK, STAMPED A 239 1934 AND SET IN THE TOP OF A
 HF0765'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0218 ***********************************************************************
 KF0218  DESIGNATION -  A 24
 KF0218  PID         -  KF0218
 KF0218  STATE/COUNTY-  KS/GEARY
 KF0218  USGS QUAD   -  MILFORD (1991)
 KF0218
 KF0218                         *CURRENT SURVEY CONTROL
 KF0218  ___________________________________________________________________
 KF0218* NAD 83(1986)-  39 10 03.     (N)    096 55 37.     (W)     SCALED    
 KF0218* NAVD 88     -       339.361  (meters)    1113.39   (feet)  ADJUSTED  
 KF0218  ___________________________________________________________________
 KF0218  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 KF0218  DYNAMIC HT  -         339.130 (meters)    1112.63  (feet)  COMP
 KF0218  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 KF0218
 KF0218  VERT ORDER  -  SECOND    CLASS 0
 KF0218
 KF0218.The horizontal coordinates were scaled from a topographic map and have
 KF0218.an estimated accuracy of +/- 6 seconds.
 KF0218
 KF0218.The orthometric height was determined by differential leveling
 KF0218.and adjusted by the National Geodetic Survey in June 1991..
 KF0218
 KF0218.The geoid height was determined by GEOID03.
 KF0218
 KF0218.The dynamic height is computed by dividing the NAVD 88
 KF0218.geopotential number by the normal gravity value computed on the
 KF0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0218.degrees latitude (g = 980.6199 gals.).
 KF0218
 KF0218.The modeled gravity was interpolated from observed gravity values.
 KF0218
 KF0218;                    North         East    Units  Estimated Accuracy
 KF0218;SPC KS N     -    93,150.      492,730.      MT  (+/- 180 meters Scaled)
 KF0218
 KF0218                          SUPERSEDED SURVEY CONTROL
 KF0218
 KF0218  NGVD 29 (??/??/92)  339.232  (m)         1112.96   (f) ADJ UNCH    2 0
 KF0218
 KF0218.Superseded values are not recommended for survey control.
 KF0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0218.See file dsdata.txt to determine how the superseded data were derived.
 KF0218
 KF0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ790374(NAD 83)
 KF0218_MARKER: DB = BENCH MARK DISK
 KF0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0218_STAMPING: A24-10-28
 KF0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0218+STABILITY: SURFACE MOTION
 KF0218
 KF0218  HISTORY     - Date     Condition        Report By
 KF0218  HISTORY     - UNK      MONUMENTED       CGS
 KF0218  HISTORY     - 1934     GOOD             NGS
 KF0218  HISTORY     - 1947     GOOD             USGS
 KF0218
 KF0218                          STATION DESCRIPTION
 KF0218
 KF0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KF0218'AT MILFORD.
 KF0218'AT MILFORD 4 FEET WEST OF SOUTHEAST CORNER OF UNION PACIFIC
 KF0218'DEPOT AND 2 FEET SOUTH OF DEPOT.
 KF0218
 KF0218                          STATION RECOVERY (1947)
 KF0218
 KF0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 KF0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0195 ***********************************************************************
 HG0195  DESIGNATION -  A 240
 HG0195  PID         -  HG0195
 HG0195  STATE/COUNTY-  KS/HARPER
 HG0195  USGS QUAD   -  ANTHONY (1983)
 HG0195
 HG0195                         *CURRENT SURVEY CONTROL
 HG0195  ___________________________________________________________________
 HG0195* NAD 83(1986)-  37 09 15.     (N)    098 01 47.     (W)     SCALED    
 HG0195* NAVD 88     -       411.294  (meters)    1349.39   (feet)  ADJUSTED  
 HG0195  ___________________________________________________________________
 HG0195  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0195  DYNAMIC HT  -         410.950 (meters)    1348.26  (feet)  COMP
 HG0195  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 HG0195
 HG0195  VERT ORDER  -  FIRST     CLASS II
 HG0195
 HG0195.The horizontal coordinates were scaled from a topographic map and have
 HG0195.an estimated accuracy of +/- 6 seconds.
 HG0195
 HG0195.The orthometric height was determined by differential leveling
 HG0195.and adjusted by the National Geodetic Survey in June 1991..
 HG0195.WARNING-Repeat measurements at this control monument indicate possible
 HG0195.vertical movement.
 HG0195
 HG0195.The geoid height was determined by GEOID03.
 HG0195
 HG0195.The dynamic height is computed by dividing the NAVD 88
 HG0195.geopotential number by the normal gravity value computed on the
 HG0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0195.degrees latitude (g = 980.6199 gals.).
 HG0195
 HG0195.The modeled gravity was interpolated from observed gravity values.
 HG0195
 HG0195;                    North         East    Units  Estimated Accuracy
 HG0195;SPC KS S     -   454,210.      441,780.      MT  (+/- 180 meters Scaled)
 HG0195
 HG0195                          SUPERSEDED SURVEY CONTROL
 HG0195
 HG0195  NGVD 29 (??/??/92)  411.152  (m)         1348.92   (f) ADJ UNCH    1 2
 HG0195
 HG0195.Superseded values are not recommended for survey control.
 HG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0195.See file dsdata.txt to determine how the superseded data were derived.
 HG0195
 HG0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG861124(NAD 83)
 HG0195_MARKER: DB = BENCH MARK DISK
 HG0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0195_SP_SET: CONCRETE POST
 HG0195_STAMPING: A 240 1934
 HG0195_MARK LOGO: CGS   
 HG0195_PROJECTION: FLUSH
 HG0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0195+STABILITY: SURFACE MOTION
 HG0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0195+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 HG0195
 HG0195  HISTORY     - Date     Condition        Report By
 HG0195  HISTORY     - 1934     MONUMENTED       CGS
 HG0195  HISTORY     - 1953     GOOD             NGS
 HG0195  HISTORY     - 1986     GOOD             NGS
 HG0195  HISTORY     - 20031103 GOOD             INDIV
 HG0195
 HG0195                          STATION DESCRIPTION
 HG0195
 HG0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0195'AT ANTHONY.
 HG0195'AT ANTHONY, HARPER COUNTY, IN THE COUNTY COURTHOUSE YARD, 75
 HG0195'FEET NORTH OF A SIDEWALK LEADING TO THE BUILDING, AND 6 FEET
 HG0195'EAST OF A SIDEWALK PARALLELING JENNINGS AVENUE.  A STANDARD
 HG0195'DISK, STAMPED A 240 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0195
 HG0195                          STATION RECOVERY (1986)
 HG0195
 HG0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0195'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ANTHONY, IN
 HG0195'THE COUNTY COURTHOUSE YARD, 23.5 METERS (77.1 FT) NORTH OF THE NORTH
 HG0195'EDGE OF THE SIDEWALK LEADING TO THE COURTHOUSE, 11.0 METERS (36 FT)
 HG0195'WEST OF A 42-INCH OAK TREE, 5.5 METERS (18 FT) SOUTH OF A STREET LAMP
 HG0195'POLE AND 1.7 METERS (5.5 FT) EAST OF THE EAST EDGE OF A SIDEWALK
 HG0195'PARALLELING JENNINGS AVENUE.
 HG0195'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 HG0195
 HG0195                          STATION RECOVERY (2003)
 HG0195
 HG0195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLE)
 HG0195'WAS ABLE TO MAINTAIN A FIXED SOLUTION DURING R.T.K. SURVEY WORK.
 HG0195'TREES AND COURTHOUSE PROFILE TO S.E. MAY HINDER STATIC WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0321 ***********************************************************************
 HF0321  DESIGNATION -  A 241
 HF0321  PID         -  HF0321
 HF0321  STATE/COUNTY-  KS/BUTLER
 HF0321  USGS QUAD   -  DE GRAFF (1961)
 HF0321
 HF0321                         *CURRENT SURVEY CONTROL
 HF0321  ___________________________________________________________________
 HF0321* NAD 83(1986)-  37 52 43.     (N)    096 48 05.     (W)     SCALED    
 HF0321* NAVD 88     -       399.180  (meters)    1309.64   (feet)  ADJUSTED  
 HF0321  ___________________________________________________________________
 HF0321  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HF0321  DYNAMIC HT  -         398.872 (meters)    1308.63  (feet)  COMP
 HF0321  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 HF0321
 HF0321  VERT ORDER  -  SECOND    CLASS 0
 HF0321
 HF0321.The horizontal coordinates were scaled from a topographic map and have
 HF0321.an estimated accuracy of +/- 6 seconds.
 HF0321
 HF0321.The orthometric height was determined by differential leveling
 HF0321.and adjusted by the National Geodetic Survey in June 1991..
 HF0321
 HF0321.The geoid height was determined by GEOID03.
 HF0321
 HF0321.The dynamic height is computed by dividing the NAVD 88
 HF0321.geopotential number by the normal gravity value computed on the
 HF0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0321.degrees latitude (g = 980.6199 gals.).
 HF0321
 HF0321.The modeled gravity was interpolated from observed gravity values.
 HF0321
 HF0321;                    North         East    Units  Estimated Accuracy
 HF0321;SPC KS S     -   535,870.      549,420.      MT  (+/- 180 meters Scaled)
 HF0321
 HF0321                          SUPERSEDED SURVEY CONTROL
 HF0321
 HF0321  NGVD 29 (??/??/92)  399.043  (m)         1309.19   (f) ADJ UNCH    2 0
 HF0321
 HF0321.Superseded values are not recommended for survey control.
 HF0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0321.See file dsdata.txt to determine how the superseded data were derived.
 HF0321
 HF0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG933946(NAD 83)
 HF0321_MARKER: DB = BENCH MARK DISK
 HF0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0321_STAMPING: A 241 1934
 HF0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0321+STABILITY: SURFACE MOTION
 HF0321
 HF0321  HISTORY     - Date     Condition        Report By
 HF0321  HISTORY     - 1934     MONUMENTED       CGS
 HF0321  HISTORY     - 1940     GOOD             NGS
 HF0321  HISTORY     - 1961     MARK NOT FOUND   USGS
 HF0321  HISTORY     - 20060714 MARK NOT FOUND   INDIV
 HF0321
 HF0321                          STATION DESCRIPTION
 HF0321
 HF0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HF0321'2.3 MI SW FROM CHELSEA.
 HF0321'2.3 MILES SOUTHWEST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0321'STATION IN CHELSEA, BENCH MARK IS ALONG THE RIGHT-OF-WAY OF
 HF0321'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD.  ACROSS THE TRACKS
 HF0321'FROM THE FIFTEENTH POLE SOUTH OF MILEPOST NO. 168.  75 FEET
 HF0321'SOUTH OF COUNTY ROAD CROSSING THE TRACKS.  50 FEET WEST OF CENTER
 HF0321'LINE OF TRACKS.  2 FEET NORTH OF A 4 X 4 INCH WOODEN POST PAINTED
 HF0321'WHITE PROJECTING 2 FEET.  STD. DISK B M IN A 6 X 6 INCH PRECAST
 HF0321'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- ROAD BED HAS
 HF0321'BEEN CHANGED WHERE BM WAS SET.
 HF0321
 HF0321                          STATION RECOVERY (1961)
 HF0321
 HF0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HF0321'MARK NOT FOUND.
 HF0321
 HF0321                          STATION RECOVERY (2006)
 HF0321
 HF0321'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0321'BENCHMARK IS LOCATED IN WHAT IS NOW EL DORADO LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0220 ***********************************************************************
 HF0220  DESIGNATION -  A 242
 HF0220  PID         -  HF0220
 HF0220  STATE/COUNTY-  KS/COWLEY
 HF0220  USGS QUAD   -  WINFIELD (1979)
 HF0220
 HF0220                         *CURRENT SURVEY CONTROL
 HF0220  ___________________________________________________________________
 HF0220* NAD 83(1986)-  37 14 44.     (N)    096 59 51.     (W)     SCALED    
 HF0220* NAVD 88     -       342.834  (meters)    1124.78   (feet)  ADJUSTED  
 HF0220  ___________________________________________________________________
 HF0220  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HF0220  DYNAMIC HT  -         342.552 (meters)    1123.86  (feet)  COMP
 HF0220  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 HF0220
 HF0220  VERT ORDER  -  SECOND    CLASS 0
 HF0220
 HF0220.The horizontal coordinates were scaled from a topographic map and have
 HF0220.an estimated accuracy of +/- 6 seconds.
 HF0220
 HF0220.The orthometric height was determined by differential leveling
 HF0220.and adjusted by the National Geodetic Survey in June 1991..
 HF0220
 HF0220.The geoid height was determined by GEOID03.
 HF0220
 HF0220.The dynamic height is computed by dividing the NAVD 88
 HF0220.geopotential number by the normal gravity value computed on the
 HF0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0220.degrees latitude (g = 980.6199 gals.).
 HF0220
 HF0220.The modeled gravity was interpolated from observed gravity values.
 HF0220
 HF0220;                    North         East    Units  Estimated Accuracy
 HF0220;SPC KS S     -   465,320.      533,300.      MT  (+/- 180 meters Scaled)
 HF0220
 HF0220                          SUPERSEDED SURVEY CONTROL
 HF0220
 HF0220  NGVD 29 (??/??/92)  342.720  (m)         1124.41   (f) ADJ UNCH    2 0
 HF0220
 HF0220.Superseded values are not recommended for survey control.
 HF0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0220.See file dsdata.txt to determine how the superseded data were derived.
 HF0220
 HF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG776239(NAD 83)
 HF0220_MARKER: DB = BENCH MARK DISK
 HF0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0220_STAMPING: A 242 1934
 HF0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0220+STABILITY: SURFACE MOTION
 HF0220
 HF0220  HISTORY     - Date     Condition        Report By
 HF0220  HISTORY     - 1934     MONUMENTED       CGS
 HF0220  HISTORY     - 1943     GOOD             NGS
 HF0220  HISTORY     - 1965     MARK NOT FOUND   USGS
 HF0220  HISTORY     - 19990409 MARK NOT FOUND   USPSQD
 HF0220
 HF0220                          STATION DESCRIPTION
 HF0220
 HF0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HF0220'AT WINFIELD.
 HF0220'AT WINFIELD, COWLEY COUNTY, AT THE ATCHISON, TOPEKA AND SANTA FE
 HF0220'RAILWAY STATION ON MAIN STREET, 6 FEET WEST AND 10 FEET NORTH
 HF0220'OF THE NORTHWEST CORNER OF THE STATION, 12 FEET EAST OF THE
 HF0220'SIDEWALK, AND 3-1/2 FEET NORTH AND 1 FOOT EAST OF THE CORNER
 HF0220'OF THE BRICK PLATFORM.  A STANDARD DISK, STAMPED A 242 1934 AND
 HF0220'SET IN THE TOP OF A CONCRETE POST.  NOTE-- A LARGE RR SIGN WAS
 HF0220'ERECTED IN THE IMMEDIATE AREA, WITH CONSTRUCTION IN THE AREA
 HF0220'LAYING A CONCRETE FOUNDATION.  BM WAS POSSIBLY DESTROYED AT THAT
 HF0220'TIME.
 HF0220
 HF0220                          STATION RECOVERY (1965)
 HF0220
 HF0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HF0220'MARK NOT FOUND.
 HF0220
 HF0220                          STATION RECOVERY (1999)
 HF0220
 HF0220'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0139 ***********************************************************************
 HF0139  DESIGNATION -  A 243
 HF0139  PID         -  HF0139
 HF0139  STATE/COUNTY-  KS/ELK
 HF0139  USGS QUAD   -  GRENOLA (1979)
 HF0139
 HF0139                         *CURRENT SURVEY CONTROL
 HF0139  ___________________________________________________________________
 HF0139* NAD 83(1986)-  37 21 06.     (N)    096 25 02.     (W)     SCALED    
 HF0139* NAVD 88     -       358.524  (meters)    1176.26   (feet)  ADJUSTED  
 HF0139  ___________________________________________________________________
 HF0139  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HF0139  DYNAMIC HT  -         358.231 (meters)    1175.30  (feet)  COMP
 HF0139  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 HF0139
 HF0139  VERT ORDER  -  SECOND    CLASS 0
 HF0139
 HF0139.The horizontal coordinates were scaled from a topographic map and have
 HF0139.an estimated accuracy of +/- 6 seconds.
 HF0139
 HF0139.The orthometric height was determined by differential leveling
 HF0139.and adjusted by the National Geodetic Survey in June 1991..
 HF0139
 HF0139.The geoid height was determined by GEOID03.
 HF0139
 HF0139.The dynamic height is computed by dividing the NAVD 88
 HF0139.geopotential number by the normal gravity value computed on the
 HF0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0139.degrees latitude (g = 980.6199 gals.).
 HF0139
 HF0139.The modeled gravity was interpolated from observed gravity values.
 HF0139
 HF0139;                    North         East    Units  Estimated Accuracy
 HF0139;SPC KS S     -   478,090.      584,520.      MT  (+/- 180 meters Scaled)
 HF0139
 HF0139                          SUPERSEDED SURVEY CONTROL
 HF0139
 HF0139  NGVD 29 (??/??/92)  358.373  (m)         1175.76   (f) ADJ UNCH    2 0
 HF0139
 HF0139.Superseded values are not recommended for survey control.
 HF0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0139.See file dsdata.txt to determine how the superseded data were derived.
 HF0139
 HF0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG287370(NAD 83)
 HF0139_MARKER: DB = BENCH MARK DISK
 HF0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0139_STAMPING: A 243 1935
 HF0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0139+STABILITY: SURFACE MOTION
 HF0139
 HF0139  HISTORY     - Date     Condition        Report By
 HF0139  HISTORY     - 1935     MONUMENTED       CGS
 HF0139
 HF0139                          STATION DESCRIPTION
 HF0139
 HF0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0139'1.9 MI E FROM GRENOLA.
 HF0139'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0139'FROM GRENOLA, ELK COUNTY, 3-1/2 POLES EAST OF MILEPOST 209, AT A
 HF0139'TOWNSHIP-ROAD CROSSING, 42 FEET NORTH OF THE CENTERLINE OF THE
 HF0139'TRACK, 40 FEET WEST OF THE ROAD, AND 6 FEET SOUTH OF THE
 HF0139'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A 243 1935 AND
 HF0139'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HF0139'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0563 ***********************************************************************
 HE0563  DESIGNATION -  A 244
 HE0563  PID         -  HE0563
 HE0563  STATE/COUNTY-  KS/MONTGOMERY
 HE0563  USGS QUAD   -  TABLE MOUND (1979)
 HE0563
 HE0563                         *CURRENT SURVEY CONTROL
 HE0563  ___________________________________________________________________
 HE0563* NAD 83(1986)-  37 15 03.     (N)    095 46 31.     (W)     SCALED    
 HE0563* NAVD 88     -       246.544  (meters)     808.87   (feet)  ADJUSTED  
 HE0563  ___________________________________________________________________
 HE0563  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 HE0563  DYNAMIC HT  -         246.347 (meters)     808.22  (feet)  COMP
 HE0563  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 HE0563
 HE0563  VERT ORDER  -  SECOND    CLASS 0
 HE0563
 HE0563.The horizontal coordinates were scaled from a topographic map and have
 HE0563.an estimated accuracy of +/- 6 seconds.
 HE0563
 HE0563.The orthometric height was determined by differential leveling
 HE0563.and adjusted by the National Geodetic Survey in June 1991..
 HE0563
 HE0563.The geoid height was determined by GEOID03.
 HE0563
 HE0563.The dynamic height is computed by dividing the NAVD 88
 HE0563.geopotential number by the normal gravity value computed on the
 HE0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0563.degrees latitude (g = 980.6199 gals.).
 HE0563
 HE0563.The modeled gravity was interpolated from observed gravity values.
 HE0563
 HE0563;                    North         East    Units  Estimated Accuracy
 HE0563;SPC KS S     -   468,370.      641,700.      MT  (+/- 180 meters Scaled)
 HE0563
 HE0563                          SUPERSEDED SURVEY CONTROL
 HE0563
 HE0563  NGVD 29 (??/??/92)  246.403  (m)          808.41   (f) ADJ UNCH    2 0
 HE0563
 HE0563.Superseded values are not recommended for survey control.
 HE0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0563.See file dsdata.txt to determine how the superseded data were derived.
 HE0563
 HE0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB538263(NAD 83)
 HE0563_MARKER: DB = BENCH MARK DISK
 HE0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0563_STAMPING: A 244 1935
 HE0563_MARK LOGO: CGS   
 HE0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0563+STABILITY: SURFACE MOTION
 HE0563
 HE0563  HISTORY     - Date     Condition        Report By
 HE0563  HISTORY     - 1935     MONUMENTED       CGS
 HE0563  HISTORY     - 19650726 GOOD             LOCENG
 HE0563
 HE0563                          STATION DESCRIPTION
 HE0563
 HE0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0563'3.8 MI W FROM INDEPENDENCE.
 HE0563'3.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0563'FROM INDEPENDENCE, MONTGOMERY COUNTY, 10 POLES WEST OF MILEPOST
 HE0563'169, AT A COUNTY-ROAD CROSSING, 50 FEET EAST OF THE ROAD, 50
 HE0563'FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 3 FEET EAST
 HE0563'OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED A
 HE0563'244 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HE0563'INCHES ABOVE GROUND.
 HE0563
 HE0563                          STATION RECOVERY (1965)
 HE0563
 HE0563'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (RLF)
 HE0563'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6015 ***********************************************************************
 AB6015  DESIGNATION -  A 244 RESET
 AB6015  PID         -  AB6015
 AB6015  STATE/COUNTY-  KS/MONTGOMERY
 AB6015  USGS QUAD   -  TABLE MOUND (1979)
 AB6015
 AB6015                         *CURRENT SURVEY CONTROL
 AB6015  ___________________________________________________________________
 AB6015* NAD 83(1986)-  37 15 03.     (N)    095 46 31.     (W)     SCALED    
 AB6015* NAVD 88     -       245.62   (meters)     805.8    (feet)  RESET     
 AB6015  ___________________________________________________________________
 AB6015  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AB6015
 AB6015  VERT ORDER  -  THIRD
 AB6015
 AB6015.The horizontal coordinates were scaled from a topographic map and have
 AB6015.an estimated accuracy of +/- 6 seconds.
 AB6015
 AB6015.The orthometric height was computed from unverified reset data.
 AB6015
 AB6015.The geoid height was determined by GEOID03.
 AB6015
 AB6015;                    North         East    Units  Estimated Accuracy
 AB6015;SPC KS S     -   468,370.      641,700.      MT  (+/- 180 meters Scaled)
 AB6015
 AB6015                          SUPERSEDED SURVEY CONTROL
 AB6015
 AB6015.No superseded survey control is available for this station.
 AB6015
 AB6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB538263(NAD 83)
 AB6015_MARKER: DB = BENCH MARK DISK
 AB6015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6015_STAMPING: A 244 RESET 1965
 AB6015_MARK LOGO: CGS   
 AB6015_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6015+STABILITY: SURFACE MOTION
 AB6015
 AB6015  HISTORY     - Date     Condition        Report By
 AB6015  HISTORY     - 1965     MONUMENTED       LOCENG
 AB6015
 AB6015                          STATION DESCRIPTION
 AB6015
 AB6015'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 (RLF)
 AB6015'3.8 MILES (6.1 KM) WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 AB6015'RAILWAY FROM INDEPENDENCE, 80 FEET (24.4 M) RIGHT CENTERLINE STATION
 AB6015'63+85 ACCESS ROAD SQUAW CREEK NORTH, 129 FEET (39.3 M) FROM CENTERLINE
 AB6015'STATION 65+00, 42 FEET (12.8 M) SOUTH CENTERLINE ABANDONED RAILROAD.
 AB6015'A STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES
 AB6015'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0602 ***********************************************************************
 HE0602  DESIGNATION -  A 245
 HE0602  PID         -  HE0602
 HE0602  STATE/COUNTY-  KS/WILSON
 HE0602  USGS QUAD   -  FREDONIA (1975)
 HE0602
 HE0602                         *CURRENT SURVEY CONTROL
 HE0602  ___________________________________________________________________
 HE0602* NAD 83(1986)-  37 36 39.     (N)    095 46 12.     (W)     SCALED    
 HE0602* NAVD 88     -       258.683  (meters)     848.70   (feet)  ADJUSTED  
 HE0602  ___________________________________________________________________
 HE0602  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 HE0602  DYNAMIC HT  -         258.482 (meters)     848.04  (feet)  COMP
 HE0602  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 HE0602
 HE0602  VERT ORDER  -  SECOND    CLASS 0
 HE0602
 HE0602.The horizontal coordinates were scaled from a topographic map and have
 HE0602.an estimated accuracy of +/- 6 seconds.
 HE0602
 HE0602.The orthometric height was determined by differential leveling
 HE0602.and adjusted by the National Geodetic Survey in June 1991..
 HE0602
 HE0602.The geoid height was determined by GEOID03.
 HE0602
 HE0602.The dynamic height is computed by dividing the NAVD 88
 HE0602.geopotential number by the normal gravity value computed on the
 HE0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0602.degrees latitude (g = 980.6199 gals.).
 HE0602
 HE0602.The modeled gravity was interpolated from observed gravity values.
 HE0602
 HE0602;                    North         East    Units  Estimated Accuracy
 HE0602;SPC KS S     -   508,320.      641,000.      MT  (+/- 180 meters Scaled)
 HE0602
 HE0602                          SUPERSEDED SURVEY CONTROL
 HE0602
 HE0602  NGVD 29 (??/??/92)  258.545  (m)          848.24   (f) ADJ UNCH    2 0
 HE0602
 HE0602.Superseded values are not recommended for survey control.
 HE0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0602.See file dsdata.txt to determine how the superseded data were derived.
 HE0602
 HE0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB554662(NAD 83)
 HE0602_MARKER: DB = BENCH MARK DISK
 HE0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0602+STABILITY: SURFACE MOTION
 HE0602
 HE0602  HISTORY     - Date     Condition        Report By
 HE0602  HISTORY     - UNK      MONUMENTED       CGS
 HE0602  HISTORY     - 1934     GOOD             NGS
 HE0602  HISTORY     - 1964     GOOD             NGS
 HE0602  HISTORY     - 1975     MARK NOT FOUND   USGS
 HE0602  HISTORY     - 1975     MARK NOT FOUND   USGS
 HE0602
 HE0602                          STATION DESCRIPTION
 HE0602
 HE0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0602'1.8 MI S FROM BENEDICT.
 HE0602'1 3/4 MILES S. OF BENEDICT.  MARK IS LOCATED IN THE WYE OF THE
 HE0602'A. T. AND S. F. RAILROAD IN THE NE ANGLE AT BENEDICT JUNCTION.
 HE0602'MARK IS UNDER SIGN BOARD BENEDICT JCT. 4 YDS. W. OF CENTER OF
 HE0602'N. AND S. TRACK, 40 YDS. S. OF N. SWITCH, AND 900 YDS. S. OF
 HE0602'OVERHEAD STEEL BRIDGE.  LINE, BENEDICT JUNCTION TO LOMAX.  KANSAS
 HE0602
 HE0602                          STATION RECOVERY (1964)
 HE0602
 HE0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0602'RECOVERED IN GOOD CONDITION.
 HE0602
 HE0602                          STATION RECOVERY (1975)
 HE0602
 HE0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0602'MARK NOT FOUND.
 HE0602
 HE0602                          STATION RECOVERY (1975)
 HE0602
 HE0602'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0245 ***********************************************************************
 HE0245  DESIGNATION -  A 247
 HE0245  PID         -  HE0245
 HE0245  STATE/COUNTY-  KS/CRAWFORD
 HE0245  USGS QUAD   -  PITTSBURG (1978)
 HE0245
 HE0245                         *CURRENT SURVEY CONTROL
 HE0245  ___________________________________________________________________
 HE0245* NAD 83(1986)-  37 26 37.     (N)    094 40 05.     (W)     SCALED    
 HE0245* NAVD 88     -       286.217  (meters)     939.03   (feet)  ADJUSTED  
 HE0245  ___________________________________________________________________
 HE0245  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HE0245  DYNAMIC HT  -         285.990 (meters)     938.29  (feet)  COMP
 HE0245  MODELED GRAV-     979,832.5   (mgal)                       NAVD 88
 HE0245
 HE0245  VERT ORDER  -  SECOND    CLASS 0
 HE0245
 HE0245.The horizontal coordinates were scaled from a topographic map and have
 HE0245.an estimated accuracy of +/- 6 seconds.
 HE0245
 HE0245.The orthometric height was determined by differential leveling
 HE0245.and adjusted by the National Geodetic Survey in June 1991..
 HE0245
 HE0245.The geoid height was determined by GEOID03.
 HE0245
 HE0245.The dynamic height is computed by dividing the NAVD 88
 HE0245.geopotential number by the normal gravity value computed on the
 HE0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0245.degrees latitude (g = 980.6199 gals.).
 HE0245
 HE0245.The modeled gravity was interpolated from observed gravity values.
 HE0245
 HE0245;                    North         East    Units  Estimated Accuracy
 HE0245;SPC KS S     -   493,200.      738,990.      MT  (+/- 180 meters Scaled)
 HE0245
 HE0245                          SUPERSEDED SURVEY CONTROL
 HE0245
 HE0245  NGVD 29 (??/??/92)  286.099  (m)          938.64   (f) ADJ UNCH    2 0
 HE0245
 HE0245.Superseded values are not recommended for survey control.
 HE0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0245.See file dsdata.txt to determine how the superseded data were derived.
 HE0245
 HE0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB524453(NAD 83)
 HE0245_MARKER: DB = BENCH MARK DISK
 HE0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0245_STAMPING: A 247 1935
 HE0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0245+STABILITY: SURFACE MOTION
 HE0245
 HE0245  HISTORY     - Date     Condition        Report By
 HE0245  HISTORY     - 1935     MONUMENTED       CGS
 HE0245  HISTORY     - 1959     MARK NOT FOUND   USGS
 HE0245
 HE0245                          STATION DESCRIPTION
 HE0245
 HE0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0245'2.4 MI W FROM CORNELL.
 HE0245'2.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0245'STATION AT CORNELL, CRAWFORD COUNTY, 11 POLES WEST OF MILEPOST
 HE0245'355, AT A ROAD CROSSING, 44 FEET SOUTH OF THE CENTERLINE OF THE
 HE0245'MAIN TRACK, AND 33 FEET WEST OF THE CENTERLINE OF THE ROAD.
 HE0245'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 HE0245
 HE0245                          STATION RECOVERY (1959)
 HE0245
 HE0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HE0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0163 ***********************************************************************
 JF0163  DESIGNATION -  A 25
 JF0163  PID         -  JF0163
 JF0163  STATE/COUNTY-  KS/GREENWOOD
 JF0163  USGS QUAD   -  LAMONT (1967)
 JF0163
 JF0163                         *CURRENT SURVEY CONTROL
 JF0163  ___________________________________________________________________
 JF0163* NAD 83(1986)-  38 03 19.     (N)    096 02 34.     (W)     SCALED    
 JF0163* NAVD 88     -       311.041  (meters)    1020.47   (feet)  ADJUSTED  
 JF0163  ___________________________________________________________________
 JF0163  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JF0163  DYNAMIC HT  -         310.808 (meters)    1019.71  (feet)  COMP
 JF0163  MODELED GRAV-     979,875.0   (mgal)                       NAVD 88
 JF0163
 JF0163  VERT ORDER  -  FIRST     CLASS II
 JF0163
 JF0163.The horizontal coordinates were scaled from a topographic map and have
 JF0163.an estimated accuracy of +/- 6 seconds.
 JF0163
 JF0163.The orthometric height was determined by differential leveling
 JF0163.and adjusted by the National Geodetic Survey in June 1991..
 JF0163
 JF0163.The geoid height was determined by GEOID03.
 JF0163
 JF0163.The dynamic height is computed by dividing the NAVD 88
 JF0163.geopotential number by the normal gravity value computed on the
 JF0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0163.degrees latitude (g = 980.6199 gals.).
 JF0163
 JF0163.The modeled gravity was interpolated from observed gravity values.
 JF0163
 JF0163;                    North         East    Units  Estimated Accuracy
 JF0163;SPC KS S     -   556,960.      615,620.      MT  (+/- 180 meters Scaled)
 JF0163
 JF0163                          SUPERSEDED SURVEY CONTROL
 JF0163
 JF0163  NGVD 29 (??/??/92)  310.898  (m)         1020.00   (f) ADJ UNCH    1 2
 JF0163
 JF0163.Superseded values are not recommended for survey control.
 JF0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0163.See file dsdata.txt to determine how the superseded data were derived.
 JF0163
 JF0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH594160(NAD 83)
 JF0163_MARKER: DB = BENCH MARK DISK
 JF0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0163_STAMPING: A 25 1933
 JF0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0163+STABILITY: SURFACE MOTION
 JF0163
 JF0163  HISTORY     - Date     Condition        Report By
 JF0163  HISTORY     - 1933     MONUMENTED       CGS
 JF0163  HISTORY     - 1943     GOOD             NGS
 JF0163
 JF0163                          STATION DESCRIPTION
 JF0163
 JF0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JF0163'AT HILLTOP.
 JF0163'AT HILLTOP, GREENWOOD COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 JF0163'FE RAILWAY, 68 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JF0163'STATION, AT THE MAIN STREET-CROSSING, 42.9 FEET EAST OF THE
 JF0163'EAST RAIL, 40 FEET SOUTH OF THE CENTERLINE OF THE MAIN STREET,
 JF0163'AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JF0163'STAMPED A 25 1933 AND SET IN THE TOP OF A CONCRETE POST
 JF0163'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0294 ***********************************************************************
 HE0294  DESIGNATION -  A 251
 HE0294  PID         -  HE0294
 HE0294  STATE/COUNTY-  KS/BOURBON
 HE0294  USGS QUAD   -  FORT SCOTT (1978)
 HE0294
 HE0294                         *CURRENT SURVEY CONTROL
 HE0294  ___________________________________________________________________
 HE0294* NAD 83(1986)-  37 50 35.     (N)    094 41 56.     (W)     SCALED    
 HE0294* NAVD 88     -       244.518  (meters)     802.22   (feet)  ADJUSTED  
 HE0294  ___________________________________________________________________
 HE0294  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 HE0294  DYNAMIC HT  -         244.335 (meters)     801.62  (feet)  COMP
 HE0294  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 HE0294
 HE0294  VERT ORDER  -  SECOND    CLASS 0
 HE0294
 HE0294.The horizontal coordinates were scaled from a topographic map and have
 HE0294.an estimated accuracy of +/- 6 seconds.
 HE0294
 HE0294.The orthometric height was determined by differential leveling
 HE0294.and adjusted by the National Geodetic Survey in June 1991..
 HE0294
 HE0294.The geoid height was determined by GEOID03.
 HE0294
 HE0294.The dynamic height is computed by dividing the NAVD 88
 HE0294.geopotential number by the normal gravity value computed on the
 HE0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0294.degrees latitude (g = 980.6199 gals.).
 HE0294
 HE0294.The modeled gravity was interpolated from observed gravity values.
 HE0294
 HE0294;                    North         East    Units  Estimated Accuracy
 HE0294;SPC KS S     -   537,380.      734,460.      MT  (+/- 180 meters Scaled)
 HE0294
 HE0294                          SUPERSEDED SURVEY CONTROL
 HE0294
 HE0294  NGVD 29 (??/??/92)  244.400  (m)          801.84   (f) ADJ UNCH    2 0
 HE0294
 HE0294.Superseded values are not recommended for survey control.
 HE0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0294.See file dsdata.txt to determine how the superseded data were derived.
 HE0294
 HE0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB505897(NAD 83)
 HE0294_MARKER: DB = BENCH MARK DISK
 HE0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0294_STAMPING: A 251 1934
 HE0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0294+STABILITY: SURFACE MOTION
 HE0294
 HE0294  HISTORY     - Date     Condition        Report By
 HE0294  HISTORY     - 1934     MONUMENTED       CGS
 HE0294  HISTORY     - 1950     GOOD             NGS
 HE0294  HISTORY     - 1975     POOR             KSDT
 HE0294  HISTORY     - 1975     POOR             KSDT
 HE0294
 HE0294                          STATION DESCRIPTION
 HE0294
 HE0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HE0294'AT FORT SCOTT.
 HE0294'AT FORT SCOTT, BOURBON COUNTY, 100 FEET NORTH OF THE NORTH
 HE0294'LINE OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, IN A PARK,
 HE0294'28 FEET EAST OF THE CENTERLINE OF THE EAST TRACK, AND 5 FEET
 HE0294'SOUTH OF A SIDEWALK.  A STANDARD DISK, STAMPED A 251 1934 AND
 HE0294'SET IN THE TOP OF A CONCRETE POST.
 HE0294
 HE0294                          STATION RECOVERY (1975)
 HE0294
 HE0294'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1975
 HE0294'MARK RECOVERED IN POOR CONDITION.
 HE0294
 HE0294                          STATION RECOVERY (1975)
 HE0294
 HE0294'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1975
 HE0294'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0721 ***********************************************************************
 JE0721  DESIGNATION -  A 252
 JE0721  PID         -  JE0721
 JE0721  STATE/COUNTY-  KS/MIAMI
 JE0721  USGS QUAD   -  FONTANA (1978)
 JE0721
 JE0721                         *CURRENT SURVEY CONTROL
 JE0721  ___________________________________________________________________
 JE0721* NAD 83(1986)-  38 23 21.     (N)    094 48 31.     (W)     SCALED    
 JE0721* NAVD 88     -       257.428  (meters)     844.58   (feet)  ADJUSTED  
 JE0721  ___________________________________________________________________
 JE0721  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JE0721  DYNAMIC HT  -         257.247 (meters)     843.98  (feet)  COMP
 JE0721  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 JE0721
 JE0721  VERT ORDER  -  SECOND    CLASS 0
 JE0721
 JE0721.The horizontal coordinates were scaled from a topographic map and have
 JE0721.an estimated accuracy of +/- 6 seconds.
 JE0721
 JE0721.The orthometric height was determined by differential leveling
 JE0721.and adjusted by the National Geodetic Survey in June 1991..
 JE0721
 JE0721.The geoid height was determined by GEOID03.
 JE0721
 JE0721.The dynamic height is computed by dividing the NAVD 88
 JE0721.geopotential number by the normal gravity value computed on the
 JE0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0721.degrees latitude (g = 980.6199 gals.).
 JE0721
 JE0721.The modeled gravity was interpolated from observed gravity values.
 JE0721
 JE0721;                    North         East    Units  Estimated Accuracy
 JE0721;SPC KS S     -   597,560.      722,410.      MT  (+/- 180 meters Scaled)
 JE0721
 JE0721                          SUPERSEDED SURVEY CONTROL
 JE0721
 JE0721  NGVD 29 (??/??/92)  257.272  (m)          844.07   (f) ADJ UNCH    2 0
 JE0721
 JE0721.Superseded values are not recommended for survey control.
 JE0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0721.See file dsdata.txt to determine how the superseded data were derived.
 JE0721
 JE0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC420505(NAD 83)
 JE0721_MARKER: DB = BENCH MARK DISK
 JE0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0721_STAMPING: A 252 1934
 JE0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0721+STABILITY: SURFACE MOTION
 JE0721
 JE0721  HISTORY     - Date     Condition        Report By
 JE0721  HISTORY     - 1934     MONUMENTED       CGS
 JE0721  HISTORY     - 1950     GOOD             NGS
 JE0721
 JE0721                          STATION DESCRIPTION
 JE0721
 JE0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0721'4.2 MI N FROM LA CYGNE.
 JE0721'4.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JE0721'LA CYGNE, 34 FEET NORTH OF THE TWENTY-FIFTH POLE SOUTH OF
 JE0721'MILEPOST 57, AT A ROAD CROSSING, 42 FEET EAST OF THE EAST RAIL,
 JE0721'29 FEET SOUTH OF THE CENTER OF ROAD AND 29 FEET WEST OF THE
 JE0721'CENTER OF GRAVEL ROAD.  A STANDARD DISK, STAMPED A 252 1934 AND
 JE0721'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 JE0721'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0310 ***********************************************************************
 HE0310  DESIGNATION -  A 253
 HE0310  PID         -  HE0310
 HE0310  STATE/COUNTY-  KS/CRAWFORD
 HE0310  USGS QUAD   -  GIRARD (1964)
 HE0310
 HE0310                         *CURRENT SURVEY CONTROL
 HE0310  ___________________________________________________________________
 HE0310* NAD 83(1986)-  37 30 53.     (N)    094 50 16.     (W)     SCALED    
 HE0310* NAVD 88     -       299.966  (meters)     984.14   (feet)  ADJUSTED  
 HE0310  ___________________________________________________________________
 HE0310  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HE0310  DYNAMIC HT  -         299.731 (meters)     983.37  (feet)  COMP
 HE0310  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 HE0310
 HE0310  VERT ORDER  -  SECOND    CLASS 0
 HE0310
 HE0310.The horizontal coordinates were scaled from a topographic map and have
 HE0310.an estimated accuracy of +/- 6 seconds.
 HE0310
 HE0310.The orthometric height was determined by differential leveling
 HE0310.and adjusted by the National Geodetic Survey in June 1991..
 HE0310
 HE0310.The geoid height was determined by GEOID03.
 HE0310
 HE0310.The dynamic height is computed by dividing the NAVD 88
 HE0310.geopotential number by the normal gravity value computed on the
 HE0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0310.degrees latitude (g = 980.6199 gals.).
 HE0310
 HE0310.The modeled gravity was interpolated from observed gravity values.
 HE0310
 HE0310;                    North         East    Units  Estimated Accuracy
 HE0310;SPC KS S     -   500,480.      723,670.      MT  (+/- 180 meters Scaled)
 HE0310
 HE0310                          SUPERSEDED SURVEY CONTROL
 HE0310
 HE0310  NGVD 29 (??/??/92)  299.846  (m)          983.74   (f) ADJ UNCH    2 0
 HE0310
 HE0310.Superseded values are not recommended for survey control.
 HE0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0310.See file dsdata.txt to determine how the superseded data were derived.
 HE0310
 HE0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB375535(NAD 83)
 HE0310_MARKER: DB = BENCH MARK DISK
 HE0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0310_STAMPING: A 253 1934
 HE0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0310+STABILITY: SURFACE MOTION
 HE0310
 HE0310  HISTORY     - Date     Condition        Report By
 HE0310  HISTORY     - 1934     MONUMENTED       CGS
 HE0310
 HE0310                          STATION DESCRIPTION
 HE0310
 HE0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0310'0.2 MI N FROM GIRARD.
 HE0310'0.2 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HE0310'FROM THE STATION AT GIRARD, CRAWFORD COUNTY, 4 FEET SOUTH OF
 HE0310'THE EIGHTH POLE SOUTH OF MILEPOST 124, 33 FEET NORTHEAST OF
 HE0310'THE CENTERLINE OF THE ATCHISON, TOPEKA AND SANTE FE RAILWAY
 HE0310'MAIN TRACK, AND 36 FEET EAST OF THE CENTERLINE OF THE ST.
 HE0310'LOUIS-SAN FRANCISCO RAILWAY MAIN TRACK.  A STANDARD DISK, STAMPED
 HE0310'A 253 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0652 ***********************************************************************
 KE0652  DESIGNATION -  A 256
 KE0652  PID         -  KE0652
 KE0652  STATE/COUNTY-  KS/JEFFERSON
 KE0652  USGS QUAD   -  MC LOUTH (1979)
 KE0652
 KE0652                         *CURRENT SURVEY CONTROL
 KE0652  ___________________________________________________________________
 KE0652* NAD 83(1986)-  39 11 39.     (N)    095 12 40.     (W)     SCALED    
 KE0652* NAVD 88     -       362.295  (meters)    1188.63   (feet)  ADJUSTED  
 KE0652  ___________________________________________________________________
 KE0652  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KE0652  DYNAMIC HT  -         362.057 (meters)    1187.85  (feet)  COMP
 KE0652  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 KE0652
 KE0652  VERT ORDER  -  SECOND    CLASS 0
 KE0652
 KE0652.The horizontal coordinates were scaled from a topographic map and have
 KE0652.an estimated accuracy of +/- 6 seconds.
 KE0652
 KE0652.The orthometric height was determined by differential leveling
 KE0652.and adjusted by the National Geodetic Survey in June 1991..
 KE0652
 KE0652.The geoid height was determined by GEOID03.
 KE0652
 KE0652.The dynamic height is computed by dividing the NAVD 88
 KE0652.geopotential number by the normal gravity value computed on the
 KE0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0652.degrees latitude (g = 980.6199 gals.).
 KE0652
 KE0652.The modeled gravity was interpolated from observed gravity values.
 KE0652
 KE0652;                    North         East    Units  Estimated Accuracy
 KE0652;SPC KS N     -    99,270.      640,880.      MT  (+/- 180 meters Scaled)
 KE0652
 KE0652                          SUPERSEDED SURVEY CONTROL
 KE0652
 KE0652  NGVD 29 (??/??/92)  362.212  (m)         1188.36   (f) ADJ UNCH    2 0
 KE0652
 KE0652.Superseded values are not recommended for survey control.
 KE0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0652.See file dsdata.txt to determine how the superseded data were derived.
 KE0652
 KE0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD090406(NAD 83)
 KE0652_MARKER: DB = BENCH MARK DISK
 KE0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0652_SP_SET: CONCRETE BASE
 KE0652_STAMPING: A 256 1938
 KE0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0652
 KE0652  HISTORY     - Date     Condition        Report By
 KE0652  HISTORY     - 1938     MONUMENTED       CGS
 KE0652  HISTORY     - 1950     GOOD             NGS
 KE0652  HISTORY     - 20010425 POOR             LOCSUR
 KE0652  HISTORY     - 20060903 MARK NOT FOUND   GEOCAC
 KE0652
 KE0652                          STATION DESCRIPTION
 KE0652
 KE0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0652'AT MC LOUTH.
 KE0652'AT MC LOUTH, JEFFERSON COUNTY, AT THE CITY WATER TOWER, IN THE
 KE0652'TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE CENTER
 KE0652'STANDPIPE, 58.4 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAYS
 KE0652'16 AND 92, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 KE0652'DISK, STAMPED A 256 1938.
 KE0652
 KE0652                          STATION RECOVERY (2001)
 KE0652
 KE0652'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KJD)
 KE0652'SOUTHWEST CORNER OF CONCRETE STANDPIPE BASE IS BROKEN AND THE MARK IS
 KE0652'IN JEOPARDY OF BEING DESTROYED.
 KE0652
 KE0652                          STATION RECOVERY (2006)
 KE0652
 KE0652'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0652'THE SOUTHWEST CORNER OF THE CONCRETE BASE IS MISSING ALONG WITH THE
 KE0652'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0671 ***********************************************************************
 KE0671  DESIGNATION -  A 257
 KE0671  PID         -  KE0671
 KE0671  STATE/COUNTY-  KS/JEFFERSON
 KE0671  USGS QUAD   -  WINCHESTER (1979)
 KE0671
 KE0671                         *CURRENT SURVEY CONTROL
 KE0671  ___________________________________________________________________
 KE0671* NAD 83(1986)-  39 20 21.     (N)    095 19 45.     (W)     SCALED    
 KE0671* NAVD 88     -       345.055  (meters)    1132.07   (feet)  ADJUSTED  
 KE0671  ___________________________________________________________________
 KE0671  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KE0671  DYNAMIC HT  -         344.833 (meters)    1131.34  (feet)  COMP
 KE0671  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 KE0671
 KE0671  VERT ORDER  -  SECOND    CLASS 0
 KE0671
 KE0671.The horizontal coordinates were scaled from a topographic map and have
 KE0671.an estimated accuracy of +/- 6 seconds.
 KE0671
 KE0671.The orthometric height was determined by differential leveling
 KE0671.and adjusted by the National Geodetic Survey in June 1991..
 KE0671
 KE0671.The geoid height was determined by GEOID03.
 KE0671
 KE0671.The dynamic height is computed by dividing the NAVD 88
 KE0671.geopotential number by the normal gravity value computed on the
 KE0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0671.degrees latitude (g = 980.6199 gals.).
 KE0671
 KE0671.The modeled gravity was interpolated from observed gravity values.
 KE0671
 KE0671;                    North         East    Units  Estimated Accuracy
 KE0671;SPC KS N     -   115,060.      630,210.      MT  (+/- 180 meters Scaled)
 KE0671
 KE0671                          SUPERSEDED SURVEY CONTROL
 KE0671
 KE0671  NGVD 29 (??/??/92)  344.962  (m)         1131.76   (f) ADJ UNCH    2 0
 KE0671
 KE0671.Superseded values are not recommended for survey control.
 KE0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0671.See file dsdata.txt to determine how the superseded data were derived.
 KE0671
 KE0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD992570(NAD 83)
 KE0671_MARKER: DB = BENCH MARK DISK
 KE0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0671_SP_SET: CULVERT
 KE0671_STAMPING: A 257 1938
 KE0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0671
 KE0671  HISTORY     - Date     Condition        Report By
 KE0671  HISTORY     - 1938     MONUMENTED       CGS
 KE0671  HISTORY     - 1950     GOOD             NGS
 KE0671  HISTORY     - 1965     GOOD             USGS
 KE0671
 KE0671                          STATION DESCRIPTION
 KE0671
 KE0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0671'1.3 MI E FROM BOYLE.
 KE0671'1.3 MILES EAST ALONG STATE HIGHWAYS 4 AND 16 FROM THE POST
 KE0671'OFFICE AT BOYLE, JEFFERSON COUNTY, 75 YARDS SOUTH OF THE CENTER
 KE0671'OF THE JUNCTION OF U.S. HIGHWAY 59, 110 FEET SOUTH OF THE SOUTH
 KE0671'FORK, 14.5 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 59, IN
 KE0671'THE TOP OF THE SOUTHEAST WING WALL OF A CONCRETE-BOX CULVERT,
 KE0671'AND 3 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 KE0671'A 257 1938.
 KE0671
 KE0671                          STATION RECOVERY (1965)
 KE0671
 KE0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KE0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0240 ***********************************************************************
 JF0240  DESIGNATION -  A 258
 JF0240  PID         -  JF0240
 JF0240  STATE/COUNTY-  KS/CHASE
 JF0240  USGS QUAD   -  HYMER (1989)
 JF0240
 JF0240                         *CURRENT SURVEY CONTROL
 JF0240  ___________________________________________________________________
 JF0240* NAD 83(1986)-  38 24 49.     (N)    096 37 52.     (W)     SCALED    
 JF0240* NAVD 88     -       368.657  (meters)    1209.50   (feet)  ADJUSTED  
 JF0240  ___________________________________________________________________
 JF0240  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 JF0240  DYNAMIC HT  -         368.390 (meters)    1208.63  (feet)  COMP
 JF0240  MODELED GRAV-     979,894.2   (mgal)                       NAVD 88
 JF0240
 JF0240  VERT ORDER  -  SECOND    CLASS 0
 JF0240
 JF0240.The horizontal coordinates were scaled from a topographic map and have
 JF0240.an estimated accuracy of +/- 6 seconds.
 JF0240
 JF0240.The orthometric height was determined by differential leveling
 JF0240.and adjusted by the National Geodetic Survey in June 1991..
 JF0240
 JF0240.The geoid height was determined by GEOID03.
 JF0240
 JF0240.The dynamic height is computed by dividing the NAVD 88
 JF0240.geopotential number by the normal gravity value computed on the
 JF0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0240.degrees latitude (g = 980.6199 gals.).
 JF0240
 JF0240.The modeled gravity was interpolated from observed gravity values.
 JF0240
 JF0240;                    North         East    Units  Estimated Accuracy
 JF0240;SPC KS S     -   595,530.      563,210.      MT  (+/- 180 meters Scaled)
 JF0240
 JF0240                          SUPERSEDED SURVEY CONTROL
 JF0240
 JF0240  NGVD 29 (??/??/92)  368.524  (m)         1209.07   (f) ADJ UNCH    2 0
 JF0240
 JF0240.Superseded values are not recommended for survey control.
 JF0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0240.See file dsdata.txt to determine how the superseded data were derived.
 JF0240
 JF0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH068543(NAD 83)
 JF0240_MARKER: DB = BENCH MARK DISK
 JF0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0240_SP_SET: GUARD RAIL
 JF0240_STAMPING: A 258 1938
 JF0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0240
 JF0240  HISTORY     - Date     Condition        Report By
 JF0240  HISTORY     - 1938     MONUMENTED       CGS
 JF0240
 JF0240                          STATION DESCRIPTION
 JF0240
 JF0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JF0240'1.5 MI N FROM NEVA.
 JF0240'1.5 MILES NORTH OF SIGNAL TOWER AT NEVA.  ALONG THE A.T. AND S.F.
 JF0240'RAILROAD SET HORIZONTALLY IN TOP OF CONCRETE GUARD RAIL OF
 JF0240'SECTION ROAD BRIDGE.  150 FT. WEST OF WEST RAIL.  125 FT.
 JF0240'SOUTH-WEST OF RAILROAD BRIDGE 1D.  6 FT. SOUTH OF CL OF SECTION
 JF0240'ROAD.  2 FT. ABOVE ROAD LEVEL.  3 FT. BELOW TOP OF RAIL.  IN EAST
 JF0240'END OF SOUTH GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0219 ***********************************************************************
 KE0219  DESIGNATION -  A 259
 KE0219  PID         -  KE0219
 KE0219  STATE/COUNTY-  KS/WYANDOTTE
 KE0219  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE0219
 KE0219                         *CURRENT SURVEY CONTROL
 KE0219  ___________________________________________________________________
 KE0219* NAD 83(1986)-  39 07 49.     (N)    094 36 42.     (W)     SCALED    
 KE0219* NAVD 88     -       230.222  (meters)     755.32   (feet)  ADJUSTED  
 KE0219  ___________________________________________________________________
 KE0219  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE0219  DYNAMIC HT  -         230.075 (meters)     754.84  (feet)  COMP
 KE0219  MODELED GRAV-     979,982.8   (mgal)                       NAVD 88
 KE0219
 KE0219  VERT ORDER  -  FIRST     CLASS II
 KE0219
 KE0219.The horizontal coordinates were scaled from a topographic map and have
 KE0219.an estimated accuracy of +/- 6 seconds.
 KE0219
 KE0219.The orthometric height was determined by differential leveling
 KE0219.and adjusted by the National Geodetic Survey in June 1991..
 KE0219
 KE0219.The geoid height was determined by GEOID03.
 KE0219
 KE0219.The dynamic height is computed by dividing the NAVD 88
 KE0219.geopotential number by the normal gravity value computed on the
 KE0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0219.degrees latitude (g = 980.6199 gals.).
 KE0219
 KE0219.The modeled gravity was interpolated from observed gravity values.
 KE0219
 KE0219;                    North         East    Units  Estimated Accuracy
 KE0219;SPC KS N     -    93,950.      692,900.      MT  (+/- 180 meters Scaled)
 KE0219
 KE0219                          SUPERSEDED SURVEY CONTROL
 KE0219
 KE0219  NGVD 29 (??/??/92)  230.141  (m)          755.05   (f) ADJ UNCH    1 2
 KE0219
 KE0219.Superseded values are not recommended for survey control.
 KE0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0219.See file dsdata.txt to determine how the superseded data were derived.
 KE0219
 KE0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD606324(NAD 83)
 KE0219_MARKER: DB = BENCH MARK DISK
 KE0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0219_STAMPING: A 259 1940
 KE0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0219+STABILITY: SURFACE MOTION
 KE0219
 KE0219  HISTORY     - Date     Condition        Report By
 KE0219  HISTORY     - 1940     MONUMENTED       CGS
 KE0219  HISTORY     - 1948     GOOD             NGS
 KE0219  HISTORY     - 1951     GOOD             NGS
 KE0219  HISTORY     - 20020723 MARK NOT FOUND   SKW
 KE0219
 KE0219                          STATION DESCRIPTION
 KE0219
 KE0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0219'AT KANSAS CITY.
 KE0219'AT KANSAS CITY, KANSAS, AT THE CROSSING OF MISSOURI PACIFIC
 KE0219'RAILROAD AND QUINDARO BLVD., ACROSS THE RAILROAD FROM THE NORTHWEST
 KE0219'CORNER OF A CONCRETE BLOCK BUILDING USED AS A WAREHOUSE, 78.5
 KE0219'FEET SOUTH OF THE SOUTH CURB OF QUINDARO BLVD., 149.5 FEET
 KE0219'NORTHWEST OF THE NORTHWEST FACE OF A CIRCULAR STEEL RAILROAD
 KE0219'WATER TANK, 70.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 KE0219'41.1 WEST OF THE WEST FACE OF CONCRETE FOUNDATION FOR BATTERY
 KE0219'BOX FOR SIGNAL 2873R AND 2873L, 51.2 FEET WEST OF THE WEST RAIL
 KE0219'OF TRACK LEADING TO A REFINERY, 4.3 FEET NORTH OF A GUY WIRE POLE
 KE0219'FOR A POWER POLE, 3.0 FEET SOUTH OF A REFERENCE POST, SET IN THE
 KE0219'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0219
 KE0219                          STATION RECOVERY (1951)
 KE0219
 KE0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0219'RECOVERED IN GOOD CONDITION.
 KE0219
 KE0219                          STATION RECOVERY (2002)
 KE0219
 KE0219'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0471 ***********************************************************************
 HE0471  DESIGNATION -  A 26
 HE0471  PID         -  HE0471
 HE0471  STATE/COUNTY-  KS/MONTGOMERY
 HE0471  USGS QUAD   -  SYCAMORE (1979)
 HE0471
 HE0471                         *CURRENT SURVEY CONTROL
 HE0471  ___________________________________________________________________
 HE0471* NAD 83(1986)-  37 19 37.     (N)    095 42 55.     (W)     SCALED    
 HE0471* NAVD 88     -       256.258  (meters)     840.74   (feet)  ADJUSTED  
 HE0471  ___________________________________________________________________
 HE0471  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HE0471  DYNAMIC HT  -         256.055 (meters)     840.07  (feet)  COMP
 HE0471  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 HE0471
 HE0471  VERT ORDER  -  FIRST     CLASS II
 HE0471
 HE0471.The horizontal coordinates were scaled from a topographic map and have
 HE0471.an estimated accuracy of +/- 6 seconds.
 HE0471
 HE0471.The orthometric height was determined by differential leveling
 HE0471.and adjusted by the National Geodetic Survey in July 2002..
 HE0471
 HE0471.The geoid height was determined by GEOID03.
 HE0471
 HE0471.The dynamic height is computed by dividing the NAVD 88
 HE0471.geopotential number by the normal gravity value computed on the
 HE0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0471.degrees latitude (g = 980.6199 gals.).
 HE0471
 HE0471.The modeled gravity was interpolated from observed gravity values.
 HE0471
 HE0471;                    North         East    Units  Estimated Accuracy
 HE0471;SPC KS S     -   476,970.      646,770.      MT  (+/- 180 meters Scaled)
 HE0471
 HE0471                          SUPERSEDED SURVEY CONTROL
 HE0471
 HE0471  NAVD 88 (06/15/91)  256.242  (m)          840.69   (f) UNKNOWN     1 2
 HE0471  NGVD 29 (??/??/92)  256.096  (m)          840.21   (f) ADJ UNCH    1 2
 HE0471
 HE0471.Superseded values are not recommended for survey control.
 HE0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0471.See file dsdata.txt to determine how the superseded data were derived.
 HE0471
 HE0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB594346(NAD 83)
 HE0471_MARKER: DB = BENCH MARK DISK
 HE0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0471_STAMPING: A 26 1933
 HE0471_MARK LOGO: CGS   
 HE0471_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0471+STABILITY: SURFACE MOTION
 HE0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0471+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1997
 HE0471
 HE0471  HISTORY     - Date     Condition        Report By
 HE0471  HISTORY     - 1933     MONUMENTED       CGS
 HE0471  HISTORY     - 1964     GOOD             NGS
 HE0471  HISTORY     - 19971031 GOOD             NGS
 HE0471
 HE0471                          STATION DESCRIPTION
 HE0471
 HE0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0471'AT SYCAMORE.
 HE0471'AT SYCAMORE, MONTGOMERY COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HE0471'99.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, AT
 HE0471'A ROAD CROSSING, 70.5 FEET WEST OF THE WEST RAIL OF THE MAIN
 HE0471'TRACK, 54.3 FEET WEST OF THE WEST RAIL OF A SIDETRACK, AND 57.2
 HE0471'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 HE0471'STAMPED A 26 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HE0471'6 INCHES ABOVE GROUND.  NOTE-- BM IS 3 FEET NORTHEAST OF A 4
 HE0471'INCH TREE AND PROJECTS ABOUT 4 INCHES.  THE RR STA HAS BEEN REMOVED.
 HE0471
 HE0471                          STATION RECOVERY (1964)
 HE0471
 HE0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0471'RECOVERED IN GOOD CONDITION.
 HE0471
 HE0471                          STATION RECOVERY (1997)
 HE0471
 HE0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HE0471'IN SYCAMORE, AT THE INTERSECTION OF MAIN STREET AND THE UNION PACIFIC
 HE0471'RAILROAD, 21.6 M (70.9 FT) WEST OF THE NEAR RAIL, 16.5 M (54.1 FT)
 HE0471'NORTH OF THE STREET CENTERLINE, 13.0 M (42.7 FT) SOUTHWEST OF A
 HE0471'UTILITY POLE WITH 2 GUY CABLES, 6.9 M (22.6 FT) NORTHWEST OF A
 HE0471'PIPELINE VENT PIPE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE STREET, 0.2
 HE0471'M (0.7 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 HE0471'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0993 ***********************************************************************
 JE0993  DESIGNATION -  A 260
 JE0993  PID         -  JE0993
 JE0993  STATE/COUNTY-  KS/FRANKLIN
 JE0993  USGS QUAD   -  PEORIA (1983)
 JE0993
 JE0993                         *CURRENT SURVEY CONTROL
 JE0993  ___________________________________________________________________
 JE0993* NAD 83(1986)-  38 35 55.     (N)    095 14 08.     (W)     SCALED    
 JE0993* NAVD 88     -       270.376  (meters)     887.06   (feet)  ADJUSTED  
 JE0993  ___________________________________________________________________
 JE0993  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE0993  DYNAMIC HT  -         270.189 (meters)     886.45  (feet)  COMP
 JE0993  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 JE0993
 JE0993  VERT ORDER  -  SECOND    CLASS 0
 JE0993
 JE0993.The horizontal coordinates were scaled from a topographic map and have
 JE0993.an estimated accuracy of +/- 6 seconds.
 JE0993
 JE0993.The orthometric height was determined by differential leveling
 JE0993.and adjusted by the National Geodetic Survey in June 1991..
 JE0993
 JE0993.The geoid height was determined by GEOID03.
 JE0993
 JE0993.The dynamic height is computed by dividing the NAVD 88
 JE0993.geopotential number by the normal gravity value computed on the
 JE0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0993.degrees latitude (g = 980.6199 gals.).
 JE0993
 JE0993.The modeled gravity was interpolated from observed gravity values.
 JE0993
 JE0993;                    North         East    Units  Estimated Accuracy
 JE0993;SPC KS S     -   619,400.      684,320.      MT  (+/- 180 meters Scaled)
 JE0993
 JE0993                          SUPERSEDED SURVEY CONTROL
 JE0993
 JE0993  NGVD 29 (??/??/92)  270.252  (m)          886.65   (f) ADJ UNCH    2 0
 JE0993
 JE0993.Superseded values are not recommended for survey control.
 JE0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0993.See file dsdata.txt to determine how the superseded data were derived.
 JE0993
 JE0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC053746(NAD 83)
 JE0993_MARKER: DB = BENCH MARK DISK
 JE0993_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0993_SP_SET: BRIDGE
 JE0993_STAMPING: A 260 1940
 JE0993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0993
 JE0993  HISTORY     - Date     Condition        Report By
 JE0993  HISTORY     - 1940     MONUMENTED       CGS
 JE0993  HISTORY     - 1961     MARK NOT FOUND   NGS
 JE0993
 JE0993                          STATION DESCRIPTION
 JE0993
 JE0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JE0993'2.2 MI SE FROM OTTAWA.
 JE0993'2.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0993'STATION AT OTTAWA, FRANKLIN COUNTY, ACROSS THE TRACK FROM
 JE0993'MILEPOST 352, AT BRIDGE 37, IN THE TOP OF THE SOUTHWEST WING
 JE0993'WALL, 10.6 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 JE0993'3.8 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 JE0993'STAMPED A 260 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1018 ***********************************************************************
 JE1018  DESIGNATION -  A 261
 JE1018  PID         -  JE1018
 JE1018  STATE/COUNTY-  KS/DOUGLAS
 JE1018  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1018
 JE1018                         *CURRENT SURVEY CONTROL
 JE1018  ___________________________________________________________________
 JE1018* NAD 83(1986)-  38 56 59.     (N)    095 08 30.     (W)     SCALED    
 JE1018* NAVD 88     -       248.726  (meters)     816.03   (feet)  ADJUSTED  
 JE1018  ___________________________________________________________________
 JE1018  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JE1018  DYNAMIC HT  -         248.564 (meters)     815.50  (feet)  COMP
 JE1018  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 JE1018
 JE1018  VERT ORDER  -  SECOND    CLASS 0
 JE1018
 JE1018.The horizontal coordinates were scaled from a topographic map and have
 JE1018.an estimated accuracy of +/- 6 seconds.
 JE1018
 JE1018.The orthometric height was determined by differential leveling
 JE1018.and adjusted by the National Geodetic Survey in June 1991..
 JE1018
 JE1018.The geoid height was determined by GEOID03.
 JE1018
 JE1018.The dynamic height is computed by dividing the NAVD 88
 JE1018.geopotential number by the normal gravity value computed on the
 JE1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1018.degrees latitude (g = 980.6199 gals.).
 JE1018
 JE1018.The modeled gravity was interpolated from observed gravity values.
 JE1018
 JE1018;                    North         East    Units  Estimated Accuracy
 JE1018;SPC KS N     -    72,340.      647,730.      MT  (+/- 180 meters Scaled)
 JE1018
 JE1018                          SUPERSEDED SURVEY CONTROL
 JE1018
 JE1018  NGVD 29 (??/??/92)  248.638  (m)          815.74   (f) ADJ UNCH    2 0
 JE1018
 JE1018.Superseded values are not recommended for survey control.
 JE1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1018.See file dsdata.txt to determine how the superseded data were derived.
 JE1018
 JE1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD144133(NAD 83)
 JE1018_MARKER: DB = BENCH MARK DISK
 JE1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1018_STAMPING: A 261 1940
 JE1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1018+STABILITY: SURFACE MOTION
 JE1018
 JE1018  HISTORY     - Date     Condition        Report By
 JE1018  HISTORY     - 1940     MONUMENTED       CGS
 JE1018  HISTORY     - 1951     GOOD             NGS
 JE1018  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE1018
 JE1018                          STATION DESCRIPTION
 JE1018
 JE1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1018'2.2 MI W FROM EUDORA.
 JE1018'2.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1018'FROM THE STATION AT EUDORA, DOUGLAS COUNTY, 31.6 FEET WEST OF
 JE1018'THE THIRTEENTH POLE WEST OF MILEPOST 21, AT A DIRT-ROAD CROSSING,
 JE1018'53 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 49 FEET NORTH
 JE1018'OF THE CENTERLINE OF THE TRACK, 18 FEET EAST OF THE CENTER OF
 JE1018'A GATE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 JE1018'STANDARD DISK, STAMPED A 261 1940 AND SET IN THE TOP OF A
 JE1018'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 JE1018
 JE1018                          STATION RECOVERY (1986)
 JE1018
 JE1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0792 ***********************************************************************
 KE0792  DESIGNATION -  A 262
 KE0792  PID         -  KE0792
 KE0792  STATE/COUNTY-  KS/SHAWNEE
 KE0792  USGS QUAD   -  WILLARD (1972)
 KE0792
 KE0792                         *CURRENT SURVEY CONTROL
 KE0792  ___________________________________________________________________
 KE0792* NAD 83(1986)-  39 07 13.     (N)    095 55 11.     (W)     SCALED    
 KE0792* NAVD 88     -       280.801  (meters)     921.26   (feet)  ADJUSTED  
 KE0792  ___________________________________________________________________
 KE0792  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 KE0792  DYNAMIC HT  -         280.621 (meters)     920.67  (feet)  COMP
 KE0792  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 KE0792
 KE0792  VERT ORDER  -  FIRST     CLASS II
 KE0792
 KE0792.The horizontal coordinates were scaled from a topographic map and have
 KE0792.an estimated accuracy of +/- 6 seconds.
 KE0792
 KE0792.The orthometric height was determined by differential leveling
 KE0792.and adjusted by the National Geodetic Survey in June 1991..
 KE0792
 KE0792.The geoid height was determined by GEOID03.
 KE0792
 KE0792.The dynamic height is computed by dividing the NAVD 88
 KE0792.geopotential number by the normal gravity value computed on the
 KE0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0792.degrees latitude (g = 980.6199 gals.).
 KE0792
 KE0792.The modeled gravity was interpolated from observed gravity values.
 KE0792
 KE0792;                    North         East    Units  Estimated Accuracy
 KE0792;SPC KS N     -    89,430.      579,880.      MT  (+/- 180 meters Scaled)
 KE0792
 KE0792                          SUPERSEDED SURVEY CONTROL
 KE0792
 KE0792  NGVD 29 (??/??/92)  280.650  (m)          920.77   (f) ADJ UNCH    1 2
 KE0792
 KE0792.Superseded values are not recommended for survey control.
 KE0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0792.See file dsdata.txt to determine how the superseded data were derived.
 KE0792
 KE0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD475341(NAD 83)
 KE0792_MARKER: DB = BENCH MARK DISK
 KE0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0792_SP_SET: CONCRETE POST
 KE0792_STAMPING: A 262 1940
 KE0792_MARK LOGO: CGS   
 KE0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0792+STABILITY: SURFACE MOTION
 KE0792
 KE0792  HISTORY     - Date     Condition        Report By
 KE0792  HISTORY     - 1940     MONUMENTED       CGS
 KE0792  HISTORY     - 1970     GOOD             NGS
 KE0792  HISTORY     - 1986     GOOD             NGS
 KE0792  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KE0792
 KE0792                          STATION DESCRIPTION
 KE0792
 KE0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0792'2 MI SE FROM ROSSVILLE.
 KE0792'ABOUT 2.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 KE0792'THE STATION AT ROSSVILLE, 7 RAILS WEST OF THE CENTER OF A CROSSING
 KE0792'OF THE RAILROAD AND A FARM ROAD, 3 RAILS WEST OF MILEPOST 82,
 KE0792'44.5 FEET SOUTH OF THE SOUTH RAIL, 37 1/2 FEET NORTH OF THE
 KE0792'CENTER LINE OF U.S. HIGHWAY 24, 45 FEET EAST-SOUTHEAST OF THE
 KE0792'THIRD POLE WEST OF THE CROSSING, 1.8 FEET WEST OF A METAL
 KE0792'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK,
 KE0792'AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 KE0792'SURFACE OF THE GROUND.  SEC 1, T 11S, R 13E
 KE0792
 KE0792                          STATION RECOVERY (1986)
 KE0792
 KE0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0792'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  22.8 KM (14.1
 KE0792'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KE0792'TOPEKA.
 KE0792
 KE0792                          STATION RECOVERY (2005)
 KE0792
 KE0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KE0792'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE KANSAS STATE
 KE0792'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KE0792'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0096 ***********************************************************************
 KF0096  DESIGNATION -  A 263
 KF0096  PID         -  KF0096
 KF0096  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0096  USGS QUAD   -  WAMEGO (1978)
 KF0096
 KF0096                         *CURRENT SURVEY CONTROL
 KF0096  ___________________________________________________________________
 KF0096* NAD 83(1986)-  39 10 59.     (N)    096 21 08.     (W)     SCALED    
 KF0096* NAVD 88     -       299.686  (meters)     983.22   (feet)  ADJUSTED  
 KF0096  ___________________________________________________________________
 KF0096  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 KF0096  DYNAMIC HT  -         299.490 (meters)     982.58  (feet)  COMP
 KF0096  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 KF0096
 KF0096  VERT ORDER  -  FIRST     CLASS II
 KF0096
 KF0096.The horizontal coordinates were scaled from a topographic map and have
 KF0096.an estimated accuracy of +/- 6 seconds.
 KF0096
 KF0096.The orthometric height was determined by differential leveling
 KF0096.and adjusted by the National Geodetic Survey in June 1991..
 KF0096
 KF0096.The geoid height was determined by GEOID03.
 KF0096
 KF0096.The dynamic height is computed by dividing the NAVD 88
 KF0096.geopotential number by the normal gravity value computed on the
 KF0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0096.degrees latitude (g = 980.6199 gals.).
 KF0096
 KF0096.The modeled gravity was interpolated from observed gravity values.
 KF0096
 KF0096;                    North         East    Units  Estimated Accuracy
 KF0096;SPC KS N     -    95,620.      542,360.      MT  (+/- 180 meters Scaled)
 KF0096
 KF0096                          SUPERSEDED SURVEY CONTROL
 KF0096
 KF0096  NGVD 29 (??/??/92)  299.571  (m)          982.84   (f) ADJ UNCH    1 2
 KF0096
 KF0096.Superseded values are not recommended for survey control.
 KF0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0096.See file dsdata.txt to determine how the superseded data were derived.
 KF0096
 KF0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ287404(NAD 83)
 KF0096_MARKER: DB = BENCH MARK DISK
 KF0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0096_SP_SET: CONCRETE POST
 KF0096_STAMPING: A 263 1940
 KF0096_MARK LOGO: CGS   
 KF0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0096+STABILITY: SURFACE MOTION
 KF0096
 KF0096  HISTORY     - Date     Condition        Report By
 KF0096  HISTORY     - 1940     MONUMENTED       CGS
 KF0096  HISTORY     - 1965     GOOD             NGS
 KF0096  HISTORY     - 1986     GOOD             NGS
 KF0096
 KF0096                          STATION DESCRIPTION
 KF0096
 KF0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0096'2.8 MI W FROM WAMEGO.
 KF0096'2.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0096'AT WAMEGO, AT A ROAD CROSSING, 63 FEET SOUTHWEST OF THE CROSSING,
 KF0096'45 FEET SOUTH OF THE SOUTH RAIL, 23 FEET WEST OF THE FENCE CORNER
 KF0096'POST, 10 FEET NORTH OF CENTER OF DRIVEWAY TO THE FARM HOUSE,
 KF0096'AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN.  A STANDARD
 KF0096'DISK, STAMPED, A 263 1940, SET IN THE TOP OF A CONCRETE POST,
 KF0096'PROJECTING 1 INCH
 KF0096
 KF0096                          STATION RECOVERY (1986)
 KF0096
 KF0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0096'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  18.4 KM (11.4
 KF0096'MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KF0096'MANHATTAN.  DELETE--3.7 FEET WEST OF A WHITE WOODEN WITNESS POST.
 KF0096'ADD--0.3 M (1.0 FT) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0666 ***********************************************************************
 KF0666  DESIGNATION -  A 264
 KF0666  PID         -  KF0666
 KF0666  STATE/COUNTY-  KS/GEARY
 KF0666  USGS QUAD   -  JUNCTION CITY (1982)
 KF0666
 KF0666                         *CURRENT SURVEY CONTROL
 KF0666  ___________________________________________________________________
 KF0666* NAD 83(1986)-  39 04 29.     (N)    096 46 12.     (W)     SCALED    
 KF0666* NAVD 88     -       327.843  (meters)    1075.60   (feet)  ADJUSTED  
 KF0666  ___________________________________________________________________
 KF0666  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 KF0666  DYNAMIC HT  -         327.620 (meters)    1074.87  (feet)  COMP
 KF0666  MODELED GRAV-     979,939.6   (mgal)                       NAVD 88
 KF0666
 KF0666  VERT ORDER  -  FIRST     CLASS II
 KF0666
 KF0666.The horizontal coordinates were scaled from a topographic map and have
 KF0666.an estimated accuracy of +/- 6 seconds.
 KF0666
 KF0666.The orthometric height was determined by differential leveling
 KF0666.and adjusted by the National Geodetic Survey in June 1991..
 KF0666
 KF0666.The geoid height was determined by GEOID03.
 KF0666
 KF0666.The dynamic height is computed by dividing the NAVD 88
 KF0666.geopotential number by the normal gravity value computed on the
 KF0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0666.degrees latitude (g = 980.6199 gals.).
 KF0666
 KF0666.The modeled gravity was interpolated from observed gravity values.
 KF0666
 KF0666;                    North         East    Units  Estimated Accuracy
 KF0666;SPC KS N     -    83,030.      506,430.      MT  (+/- 180 meters Scaled)
 KF0666
 KF0666                          SUPERSEDED SURVEY CONTROL
 KF0666
 KF0666  NGVD 29 (??/??/92)  327.717  (m)         1075.18   (f) ADJ UNCH    1 2
 KF0666
 KF0666.Superseded values are not recommended for survey control.
 KF0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0666.See file dsdata.txt to determine how the superseded data were derived.
 KF0666
 KF0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ929274(NAD 83)
 KF0666_MARKER: DB = BENCH MARK DISK
 KF0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0666_SP_SET: CULVERT
 KF0666_STAMPING: A 264 1940
 KF0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0666
 KF0666  HISTORY     - Date     Condition        Report By
 KF0666  HISTORY     - 1940     MONUMENTED       CGS
 KF0666  HISTORY     - 1965     GOOD             NGS
 KF0666  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0666
 KF0666                          STATION DESCRIPTION
 KF0666
 KF0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0666'1.1 MI E FROM FORT RILEY.
 KF0666'1.1 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0666'AT FORT RILEY, GEARY COUNTY, IN THE FORT RILEY MILITARY
 KF0666'RESERVATION, AT THE SOUTHWEST END OF THE RAILROAD STONE-ARCH
 KF0666'CULVERT 134.61, IN THE TOP OF THE SOUTHEAST CONCRETE HEADWALL,
 KF0666'12 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN TRACK, AND
 KF0666'4 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.  A
 KF0666'STANDARD DISK, STAMPED, A 264 1940.
 KF0666
 KF0666                          STATION RECOVERY (1986)
 KF0666
 KF0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0666'THERE IS NO LONGER A BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0295 ***********************************************************************
 JF0295  DESIGNATION -  A 265
 JF0295  PID         -  JF0295
 JF0295  STATE/COUNTY-  KS/CHASE
 JF0295  USGS QUAD   -  STRONG CITY (1989)
 JF0295
 JF0295                         *CURRENT SURVEY CONTROL
 JF0295  ___________________________________________________________________
 JF0295* NAD 83(1986)-  38 23 58.     (N)    096 34 01.     (W)     SCALED    
 JF0295* NAVD 88     -       361.883  (meters)    1187.28   (feet)  ADJUSTED  
 JF0295  ___________________________________________________________________
 JF0295  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 JF0295  DYNAMIC HT  -         361.621 (meters)    1186.42  (feet)  COMP
 JF0295  MODELED GRAV-     979,894.1   (mgal)                       NAVD 88
 JF0295
 JF0295  VERT ORDER  -  SECOND    CLASS 0
 JF0295
 JF0295.The horizontal coordinates were scaled from a topographic map and have
 JF0295.an estimated accuracy of +/- 6 seconds.
 JF0295
 JF0295.The orthometric height was determined by differential leveling
 JF0295.and adjusted by the National Geodetic Survey in June 1991..
 JF0295
 JF0295.The geoid height was determined by GEOID03.
 JF0295
 JF0295.The dynamic height is computed by dividing the NAVD 88
 JF0295.geopotential number by the normal gravity value computed on the
 JF0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0295.degrees latitude (g = 980.6199 gals.).
 JF0295
 JF0295.The modeled gravity was interpolated from observed gravity values.
 JF0295
 JF0295;                    North         East    Units  Estimated Accuracy
 JF0295;SPC KS S     -   594,070.      568,840.      MT  (+/- 180 meters Scaled)
 JF0295
 JF0295                          SUPERSEDED SURVEY CONTROL
 JF0295
 JF0295  NGVD 29 (??/??/92)  361.749  (m)         1186.84   (f) ADJ UNCH    2 0
 JF0295
 JF0295.Superseded values are not recommended for survey control.
 JF0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0295.See file dsdata.txt to determine how the superseded data were derived.
 JF0295
 JF0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH124529(NAD 83)
 JF0295_MARKER: DB = BENCH MARK DISK
 JF0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0295_SP_SET: SIGNAL BASE
 JF0295_STAMPING: A 265 1940
 JF0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0295
 JF0295  HISTORY     - Date     Condition        Report By
 JF0295  HISTORY     - 1940     MONUMENTED       CGS
 JF0295  HISTORY     - 1972     GOOD             KSDT
 JF0295
 JF0295                          STATION DESCRIPTION
 JF0295
 JF0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JF0295'1.1 MI W FROM STRONG CITY.
 JF0295'1.1 MILE WEST ALONG RR FROM DEPOT.  ALONG ATCHISON TOPEKA AND
 JF0295'SANTA FE RIGHT-OF-WAY.  8 POLES WEST OF MILE POST NO. 133.  6.5
 JF0295'FEET SOUTH OF SOUTHERNMOST RAIL.  1.0 FOOT ABOVE TOP OF RAIL.
 JF0295'SET FLUSH AND HORIZONTALLY IN TOP OF NORTHWEST CORNER OF CONCRETE
 JF0295'BASE OF SIGNAL TOWER NO. 1332.  NO WOODEN POST SET, SIGNAL TOWER
 JF0295'ACTS AS LANDMARK.
 JF0295
 JF0295                          STATION RECOVERY (1972)
 JF0295
 JF0295'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1972
 JF0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0466 ***********************************************************************
 HG0466  DESIGNATION -  A 266
 HG0466  PID         -  HG0466
 HG0466  STATE/COUNTY-  KS/COMANCHE
 HG0466  USGS QUAD   -  COLDWATER (1979)
 HG0466
 HG0466                         *CURRENT SURVEY CONTROL
 HG0466  ___________________________________________________________________
 HG0466* NAD 83(1986)-  37 16 15.     (N)    099 19 07.     (W)     SCALED    
 HG0466* NAVD 88     -       648.063  (meters)    2126.19   (feet)  ADJUSTED  
 HG0466  ___________________________________________________________________
 HG0466  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 HG0466  DYNAMIC HT  -         647.486 (meters)    2124.29  (feet)  COMP
 HG0466  MODELED GRAV-     979,720.2   (mgal)                       NAVD 88
 HG0466
 HG0466  VERT ORDER  -  SECOND    CLASS 0
 HG0466
 HG0466.The horizontal coordinates were scaled from a topographic map and have
 HG0466.an estimated accuracy of +/- 6 seconds.
 HG0466
 HG0466.The orthometric height was determined by differential leveling
 HG0466.and adjusted by the National Geodetic Survey in June 1991..
 HG0466
 HG0466.The geoid height was determined by GEOID03.
 HG0466
 HG0466.The dynamic height is computed by dividing the NAVD 88
 HG0466.geopotential number by the normal gravity value computed on the
 HG0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0466.degrees latitude (g = 980.6199 gals.).
 HG0466
 HG0466.The modeled gravity was interpolated from observed gravity values.
 HG0466
 HG0466;                    North         East    Units  Estimated Accuracy
 HG0466;SPC KS S     -   467,370.      327,390.      MT  (+/- 180 meters Scaled)
 HG0466
 HG0466                          SUPERSEDED SURVEY CONTROL
 HG0466
 HG0466  NGVD 29 (??/??/92)  647.780  (m)         2125.26   (f) ADJ UNCH    2 0
 HG0466
 HG0466.Superseded values are not recommended for survey control.
 HG0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0466.See file dsdata.txt to determine how the superseded data were derived.
 HG0466
 HG0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG717249(NAD 83)
 HG0466_MARKER: DB = BENCH MARK DISK
 HG0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0466_STAMPING: A 266 1940
 HG0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0466+STABILITY: SURFACE MOTION
 HG0466
 HG0466  HISTORY     - Date     Condition        Report By
 HG0466  HISTORY     - 1940     MONUMENTED       CGS
 HG0466  HISTORY     - 1973     MARK NOT FOUND   USGS
 HG0466  HISTORY     - 1973     MARK NOT FOUND   USGS
 HG0466
 HG0466                          STATION DESCRIPTION
 HG0466
 HG0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0466'0.8 MI NE FROM COLDWATER.
 HG0466'0.8 MILE NORTHEAST OF DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA,
 HG0466'AND SANTA FE RR.  34.2 FEET SOUTHWEST OF CENTER OF INTERSECTION OF
 HG0466'RAILROAD AND ROAD.  23.0 FEET SOUTH OF CENTER LINE OF RAILROAD.  1.2
 HG0466'FEET EAST OF RIGHT-OF-WAY FENCE.  3.0 FEET WEST OF A 4X4 INCH WHITE
 HG0466'POST PROJECTING 2.5 FEET.
 HG0466
 HG0466                          STATION RECOVERY (1973)
 HG0466
 HG0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HG0466'MARK NOT FOUND.
 HG0466
 HG0466                          STATION RECOVERY (1973)
 HG0466
 HG0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HG0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0264 ***********************************************************************
 HG0264  DESIGNATION -  A 267
 HG0264  PID         -  HG0264
 HG0264  STATE/COUNTY-  KS/BARBER
 HG0264  USGS QUAD   -  MEDICINE LODGE (1973)
 HG0264
 HG0264                         *CURRENT SURVEY CONTROL
 HG0264  ___________________________________________________________________
 HG0264* NAD 83(1986)-  37 17 22.     (N)    098 36 18.     (W)     SCALED    
 HG0264* NAVD 88     -       453.185  (meters)    1486.82   (feet)  ADJUSTED  
 HG0264  ___________________________________________________________________
 HG0264  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 HG0264  DYNAMIC HT  -         452.798 (meters)    1485.55  (feet)  COMP
 HG0264  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 HG0264
 HG0264  VERT ORDER  -  SECOND    CLASS 0
 HG0264
 HG0264.The horizontal coordinates were scaled from a topographic map and have
 HG0264.an estimated accuracy of +/- 6 seconds.
 HG0264
 HG0264.The orthometric height was determined by differential leveling
 HG0264.and adjusted by the National Geodetic Survey in June 1991..
 HG0264
 HG0264.The geoid height was determined by GEOID03.
 HG0264
 HG0264.The dynamic height is computed by dividing the NAVD 88
 HG0264.geopotential number by the normal gravity value computed on the
 HG0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0264.degrees latitude (g = 980.6199 gals.).
 HG0264
 HG0264.The modeled gravity was interpolated from observed gravity values.
 HG0264
 HG0264;                    North         East    Units  Estimated Accuracy
 HG0264;SPC KS S     -   469,130.      390,690.      MT  (+/- 180 meters Scaled)
 HG0264
 HG0264                          SUPERSEDED SURVEY CONTROL
 HG0264
 HG0264  NGVD 29 (??/??/92)  452.980  (m)         1486.15   (f) ADJ UNCH    2 0
 HG0264
 HG0264.Superseded values are not recommended for survey control.
 HG0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0264.See file dsdata.txt to determine how the superseded data were derived.
 HG0264
 HG0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG350270(NAD 83)
 HG0264_MARKER: DB = BENCH MARK DISK
 HG0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0264_STAMPING: A 267 1940
 HG0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0264+STABILITY: SURFACE MOTION
 HG0264
 HG0264  HISTORY     - Date     Condition        Report By
 HG0264  HISTORY     - 1940     MONUMENTED       CGS
 HG0264
 HG0264                          STATION DESCRIPTION
 HG0264
 HG0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0264'1 MI W FROM MEDICINE LODGE.
 HG0264'1.0 MILE WEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0264'TOPEKA, AND SANTA FE RR.  5 POLES WEST OF YARD LIMIT SIGN POST.
 HG0264'20 FEET WEST OF CENTER OF INTERSECTION OF ROAD AND TRACK.  18
 HG0264'FEET NORTH OF CENTER LINE OF TRACK.  4.3 FEET NORTH OF 4X4 INCH
 HG0264'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  2.6 FEET EAST OF
 HG0264'WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0414 ***********************************************************************
 JG0414  DESIGNATION -  A 268 RESET
 JG0414  PID         -  JG0414
 JG0414  STATE/COUNTY-  KS/RUSH
 JG0414  USGS QUAD   -  LA CROSSE (1983)
 JG0414
 JG0414                         *CURRENT SURVEY CONTROL
 JG0414  ___________________________________________________________________
 JG0414* NAD 83(1986)-  38 36 06.     (N)    099 19 09.     (W)     SCALED    
 JG0414* NAVD 88     -       625.84   (meters)    2053.3    (feet)  RESET     
 JG0414  ___________________________________________________________________
 JG0414  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0414
 JG0414  VERT ORDER  -  THIRD
 JG0414
 JG0414.The horizontal coordinates were scaled from a topographic map and have
 JG0414.an estimated accuracy of +/- 6 seconds.
 JG0414
 JG0414.The orthometric height was computed from unverified reset data.
 JG0414
 JG0414.The geoid height was determined by GEOID03.
 JG0414
 JG0414;                    North         East    Units  Estimated Accuracy
 JG0414;SPC KS S     -   615,080.      328,640.      MT  (+/- 180 meters Scaled)
 JG0414
 JG0414                          SUPERSEDED SURVEY CONTROL
 JG0414
 JG0414.No superseded survey control is available for this station.
 JG0414
 JG0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH722726(NAD 83)
 JG0414_MARKER: DB = BENCH MARK DISK
 JG0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0414_STAMPING: A 268 RESET 1957
 JG0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0414+STABILITY: SURFACE MOTION
 JG0414
 JG0414  HISTORY     - Date     Condition        Report By
 JG0414  HISTORY     - 1957     MONUMENTED       KSHC
 JG0414
 JG0414                          STATION DESCRIPTION
 JG0414
 JG0414'DESCRIBED BY KS HIGHWAY COMM 1957
 JG0414'3.6 MI S FROM LIEBENTHAL.
 JG0414'3.6 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE LIEBENTHAL
 JG0414'BANK BUILDING AT LIEBENTHAL, 95 FEET EAST OF THE CENTERLINE
 JG0414'OF THE HIGHWAY, 10 FEET SOUTHEAST OF A STONE FENCE POST AND
 JG0414'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0469 ***********************************************************************
 JG0469  DESIGNATION -  A 27
 JG0469  PID         -  JG0469
 JG0469  STATE/COUNTY-  KS/NESS
 JG0469  USGS QUAD   -  NESS CITY (1966)
 JG0469
 JG0469                         *CURRENT SURVEY CONTROL
 JG0469  ___________________________________________________________________
 JG0469* NAD 83(1986)-  38 27 10.     (N)    099 54 21.     (W)     SCALED    
 JG0469* NAVD 88     -       686.511  (meters)    2252.33   (feet)  ADJUSTED  
 JG0469  ___________________________________________________________________
 JG0469  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 JG0469  DYNAMIC HT  -         685.962 (meters)    2250.53  (feet)  COMP
 JG0469  MODELED GRAV-     979,805.6   (mgal)                       NAVD 88
 JG0469
 JG0469  VERT ORDER  -  SECOND    CLASS 0
 JG0469
 JG0469.The horizontal coordinates were scaled from a topographic map and have
 JG0469.an estimated accuracy of +/- 6 seconds.
 JG0469
 JG0469.The orthometric height was determined by differential leveling
 JG0469.and adjusted by the National Geodetic Survey in June 1991..
 JG0469.WARNING-Repeat measurements at this control monument indicate possible
 JG0469.vertical movement.
 JG0469
 JG0469.The geoid height was determined by GEOID03.
 JG0469
 JG0469.The dynamic height is computed by dividing the NAVD 88
 JG0469.geopotential number by the normal gravity value computed on the
 JG0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0469.degrees latitude (g = 980.6199 gals.).
 JG0469
 JG0469.The modeled gravity was interpolated from observed gravity values.
 JG0469
 JG0469;                    North         East    Units  Estimated Accuracy
 JG0469;SPC KS S     -   599,160.      277,290.      MT  (+/- 180 meters Scaled)
 JG0469
 JG0469                          SUPERSEDED SURVEY CONTROL
 JG0469
 JG0469  NGVD 29 (??/??/92)  686.235  (m)         2251.42   (f) ADJ UNCH    2 0
 JG0469
 JG0469.Superseded values are not recommended for survey control.
 JG0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0469.See file dsdata.txt to determine how the superseded data were derived.
 JG0469
 JG0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH209564(NAD 83)
 JG0469_MARKER: DB = BENCH MARK DISK
 JG0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0469+STABILITY: SURFACE MOTION
 JG0469
 JG0469  HISTORY     - Date     Condition        Report By
 JG0469  HISTORY     - UNK      MONUMENTED       CGS
 JG0469  HISTORY     - 1934     GOOD             NGS
 JG0469
 JG0469                          STATION DESCRIPTION
 JG0469
 JG0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0469'IN NESS CITY.
 JG0469'IN TOWN.  LOCATED IN THE S.E. CORNER OF NESS COUNTY COURT HOUSE
 JG0469'YARD.  130 FT. S.E. OF THE S.E. CORNER OF THE COURT HOUSE.
 JG0469'20.8 FT. NORTH OF THE NORTH CURB OF THE MAIN STREET EAST AND
 JG0469'WEST.  19.4 FT. WEST OF THE WEST CURB OF STREET NORTH AND SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0470 ***********************************************************************
 JG0470  DESIGNATION -  A 27 RESET
 JG0470  PID         -  JG0470
 JG0470  STATE/COUNTY-  KS/NESS
 JG0470  USGS QUAD   -  NESS CITY (1966)
 JG0470
 JG0470                         *CURRENT SURVEY CONTROL
 JG0470  ___________________________________________________________________
 JG0470* NAD 83(1986)-  38 27 10.     (N)    099 54 22.     (W)     SCALED    
 JG0470* NAVD 88     -       686.38   (meters)    2251.9    (feet)  RESET     
 JG0470  ___________________________________________________________________
 JG0470  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 JG0470
 JG0470  VERT ORDER  -  THIRD
 JG0470
 JG0470.The horizontal coordinates were scaled from a topographic map and have
 JG0470.an estimated accuracy of +/- 6 seconds.
 JG0470
 JG0470.The orthometric height was computed from unverified reset data.
 JG0470
 JG0470.The geoid height was determined by GEOID03.
 JG0470
 JG0470;                    North         East    Units  Estimated Accuracy
 JG0470;SPC KS S     -   599,160.      277,270.      MT  (+/- 180 meters Scaled)
 JG0470
 JG0470                          SUPERSEDED SURVEY CONTROL
 JG0470
 JG0470.No superseded survey control is available for this station.
 JG0470
 JG0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH209564(NAD 83)
 JG0470_MARKER: DB = BENCH MARK DISK
 JG0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0470_STAMPING: A 27 1940
 JG0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0470+STABILITY: SURFACE MOTION
 JG0470
 JG0470  HISTORY     - Date     Condition        Report By
 JG0470  HISTORY     - 1940     MONUMENTED       LOCENG
 JG0470  HISTORY     - 1945     GOOD             NGS
 JG0470
 JG0470                          STATION DESCRIPTION
 JG0470
 JG0470'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 JG0470'AT NESS CITY.
 JG0470'AT NESS CITY, NESS COUNTY, IN THE SOUTHEAST CORNER OF THE
 JG0470'COUNTY COURTHOUSE YARD, ABOUT 135 FEET SOUTHEAST OF THE SOUTHEAST
 JG0470'CORNER OF THE COURTHOUSE, ABOUT 15 FEET NORTH OF THE NORTH
 JG0470'CURB OF THE MAIN EAST-AND-WEST STREET, AND ABOUT 20 FEET WEST
 JG0470'OF THE WEST CURVE OF THE NORTH-AND-SOUTH STREET.  A STANDARD
 JG0470'DISK, STAMPED A 27 1940 AND SET IN THE TOP OF A CONCRETE POST.
 JG0470'NOTE-- MARK IS 6 INCHES S OF AN EAST-WEST WALK.  1 1/2 FT W
 JG0470'OF NORTH-SOUTH WALK.
 JG0470
 JG0470                          STATION RECOVERY (1945)
 JG0470
 JG0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 JG0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0747 ***********************************************************************
 KE0747  DESIGNATION -  A 271
 KE0747  PID         -  KE0747
 KE0747  STATE/COUNTY-  KS/SHAWNEE
 KE0747  USGS QUAD   -  GRANTVILLE (1983)
 KE0747
 KE0747                         *CURRENT SURVEY CONTROL
 KE0747  ___________________________________________________________________
 KE0747* NAD 83(1986)-  39 03 33.     (N)    095 33 19.     (W)     SCALED    
 KE0747* NAVD 88     -       263.710  (meters)     865.19   (feet)  ADJUSTED  
 KE0747  ___________________________________________________________________
 KE0747  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KE0747  DYNAMIC HT  -         263.539 (meters)     864.63  (feet)  COMP
 KE0747  MODELED GRAV-     979,973.9   (mgal)                       NAVD 88
 KE0747
 KE0747  VERT ORDER  -  FIRST     CLASS II
 KE0747
 KE0747.The horizontal coordinates were scaled from a topographic map and have
 KE0747.an estimated accuracy of +/- 6 seconds.
 KE0747
 KE0747.The orthometric height was determined by differential leveling
 KE0747.and adjusted by the National Geodetic Survey in June 1991..
 KE0747
 KE0747.The geoid height was determined by GEOID03.
 KE0747
 KE0747.The dynamic height is computed by dividing the NAVD 88
 KE0747.geopotential number by the normal gravity value computed on the
 KE0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0747.degrees latitude (g = 980.6199 gals.).
 KE0747
 KE0747.The modeled gravity was interpolated from observed gravity values.
 KE0747
 KE0747;                    North         East    Units  Estimated Accuracy
 KE0747;SPC KS N     -    83,430.      611,570.      MT  (+/- 180 meters Scaled)
 KE0747
 KE0747                          SUPERSEDED SURVEY CONTROL
 KE0747
 KE0747  NGVD 29 (??/??/92)  263.618  (m)          864.89   (f) ADJ UNCH    1 2
 KE0747
 KE0747.Superseded values are not recommended for survey control.
 KE0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0747.See file dsdata.txt to determine how the superseded data were derived.
 KE0747
 KE0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD789264(NAD 83)
 KE0747_MARKER: DB = BENCH MARK DISK
 KE0747_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KE0747_SP_SET: HEADWALL
 KE0747_STAMPING: A 271 1940
 KE0747_MARK LOGO: CGS   
 KE0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0747+STABILITY: SURFACE MOTION
 KE0747
 KE0747  HISTORY     - Date     Condition        Report By
 KE0747  HISTORY     - 1940     MONUMENTED       CGS
 KE0747  HISTORY     - 1986     GOOD             NGS
 KE0747
 KE0747                          STATION DESCRIPTION
 KE0747
 KE0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KE0747'6.3 MI E FROM TOPEKA.
 KE0747'6.3 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0747'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF
 KE0747'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT THE SOUTH END
 KE0747'OF A LARGE DOUBLE CONCRETE BOX CULVERT NO. 46 A, APPROXIMATELY
 KE0747'10 FEET BELOW LEVEL OF TRACK, ON TOP OF THE EAST END OF THE
 KE0747'SOUTH CONCRETE HEADWALL, SET FLUSH AND HORIZONTALLY.  NO 4 X
 KE0747'4 INCH WOODEN POST SET-- CULVERT SERVES AS LANDMARK.
 KE0747
 KE0747                          STATION RECOVERY (1986)
 KE0747
 KE0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0327 ***********************************************************************
 JH0327  DESIGNATION -  A 272
 JH0327  PID         -  JH0327
 JH0327  STATE/COUNTY-  KS/GREELEY
 JH0327  USGS QUAD   -  SELKIRK (1970)
 JH0327
 JH0327                         *CURRENT SURVEY CONTROL
 JH0327  ___________________________________________________________________
 JH0327* NAD 83(1986)-  38 27 49.     (N)    101 36 27.     (W)     SCALED    
 JH0327* NAVD 88     -      1063.953  (meters)    3490.65   (feet)  ADJUSTED  
 JH0327  ___________________________________________________________________
 JH0327  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 JH0327  DYNAMIC HT  -        1063.002 (meters)    3487.53  (feet)  COMP
 JH0327  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 JH0327
 JH0327  VERT ORDER  -  SECOND    CLASS 0
 JH0327
 JH0327.The horizontal coordinates were scaled from a topographic map and have
 JH0327.an estimated accuracy of +/- 6 seconds.
 JH0327
 JH0327.The orthometric height was determined by differential leveling
 JH0327.and adjusted by the National Geodetic Survey in June 1991..
 JH0327
 JH0327.The geoid height was determined by GEOID03.
 JH0327
 JH0327.The dynamic height is computed by dividing the NAVD 88
 JH0327.geopotential number by the normal gravity value computed on the
 JH0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0327.degrees latitude (g = 980.6199 gals.).
 JH0327
 JH0327.The modeled gravity was interpolated from observed gravity values.
 JH0327
 JH0327;                    North         East    Units  Estimated Accuracy
 JH0327;SPC KS S     -   603,960.      128,840.      MT  (+/- 180 meters Scaled)
 JH0327
 JH0327                          SUPERSEDED SURVEY CONTROL
 JH0327
 JH0327  NGVD 29 (??/??/92) 1063.531  (m)         3489.27   (f) ADJ UNCH    2 0
 JH0327
 JH0327.Superseded values are not recommended for survey control.
 JH0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0327.See file dsdata.txt to determine how the superseded data were derived.
 JH0327
 JH0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH724604(NAD 83)
 JH0327_MARKER: DB = BENCH MARK DISK
 JH0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0327_STAMPING: A 272 1940
 JH0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0327+STABILITY: SURFACE MOTION
 JH0327
 JH0327  HISTORY     - Date     Condition        Report By
 JH0327  HISTORY     - 1940     MONUMENTED       CGS
 JH0327
 JH0327                          STATION DESCRIPTION
 JH0327
 JH0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0327'3.8 MI W FROM SELKIRK.
 JH0327'3.8 MILES WEST OF MISSOURI PACIFIC RAILROAD STATION IN SELKIRK.
 JH0327'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0327'RAILROAD, 0.15 MILE WEST OF A GRADE CROSSING, 40.5 FEET NORTH OF
 JH0327'CENTER LINE OF THE TRACK, 3.8 FEET EAST OF MILEPOST NO. 720-30,
 JH0327'3.0 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 JH0327'2.0 FEET.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0264 ***********************************************************************
 HH0264  DESIGNATION -  A 273
 HH0264  PID         -  HH0264
 HH0264  STATE/COUNTY-  KS/GRANT
 HH0264  USGS QUAD   -  ULYSSES (1978)
 HH0264
 HH0264                         *CURRENT SURVEY CONTROL
 HH0264  ___________________________________________________________________
 HH0264* NAD 83(1986)-  37 34 35.     (N)    101 15 43.     (W)     SCALED    
 HH0264* NAVD 88     -       931.923  (meters)    3057.48   (feet)  ADJUSTED  
 HH0264  ___________________________________________________________________
 HH0264  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 HH0264  DYNAMIC HT  -         931.048 (meters)    3054.61  (feet)  COMP
 HH0264  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 HH0264
 HH0264  VERT ORDER  -  SECOND    CLASS 0
 HH0264
 HH0264.The horizontal coordinates were scaled from a topographic map and have
 HH0264.an estimated accuracy of +/- 6 seconds.
 HH0264
 HH0264.The orthometric height was determined by differential leveling
 HH0264.and adjusted by the National Geodetic Survey in June 1991..
 HH0264
 HH0264.The geoid height was determined by GEOID03.
 HH0264
 HH0264.The dynamic height is computed by dividing the NAVD 88
 HH0264.geopotential number by the normal gravity value computed on the
 HH0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0264.degrees latitude (g = 980.6199 gals.).
 HH0264
 HH0264.The modeled gravity was interpolated from observed gravity values.
 HH0264
 HH0264;                    North         East    Units  Estimated Accuracy
 HH0264;SPC KS S     -   504,580.      156,070.      MT  (+/- 180 meters Scaled)
 HH0264
 HH0264                          SUPERSEDED SURVEY CONTROL
 HH0264
 HH0264  NGVD 29 (??/??/92)  931.535  (m)         3056.21   (f) ADJ UNCH    2 0
 HH0264
 HH0264.Superseded values are not recommended for survey control.
 HH0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0264.See file dsdata.txt to determine how the superseded data were derived.
 HH0264
 HH0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG002612(NAD 83)
 HH0264_MARKER: DB = BENCH MARK DISK
 HH0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0264_STAMPING: A 273 1940
 HH0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0264+STABILITY: SURFACE MOTION
 HH0264
 HH0264  HISTORY     - Date     Condition        Report By
 HH0264  HISTORY     - 1940     MONUMENTED       CGS
 HH0264
 HH0264                          STATION DESCRIPTION
 HH0264
 HH0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0264'1.8 MI NW FROM HICKOK.
 HH0264'1.8 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0264'RAILWAY FROM THE C. M. CLARK GRAIN ELEVATOR AT HICKOK, GRANT
 HH0264'COUNTY, 45 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 41
 HH0264'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 37 FEET SOUTHWEST OF
 HH0264'THE CENTERLINE OF THE TRACK, 13.2 FEET SOUTHEAST OF A TELEPHONE
 HH0264'POLE, 13 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 2.4 FEET
 HH0264'NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 HH0264'STAMPED A 273 1940 AND SET IN THE TOP OF A CONCRETE POST
 HH0264'PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1125 ***********************************************************************
 JE1125  DESIGNATION -  A 274
 JE1125  PID         -  JE1125
 JE1125  STATE/COUNTY-  KS/ANDERSON
 JE1125  USGS QUAD   -  GARNETT EAST (1983)
 JE1125
 JE1125                         *CURRENT SURVEY CONTROL
 JE1125  ___________________________________________________________________
 JE1125* NAD 83(1986)-  38 22 05.     (N)    095 10 32.     (W)     SCALED    
 JE1125* NAVD 88     -       269.178  (meters)     883.13   (feet)  ADJUSTED  
 JE1125  ___________________________________________________________________
 JE1125  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JE1125  DYNAMIC HT  -         268.987 (meters)     882.50  (feet)  COMP
 JE1125  MODELED GRAV-     979,911.0   (mgal)                       NAVD 88
 JE1125
 JE1125  VERT ORDER  -  SECOND    CLASS 0
 JE1125
 JE1125.The horizontal coordinates were scaled from a topographic map and have
 JE1125.an estimated accuracy of +/- 6 seconds.
 JE1125
 JE1125.The orthometric height was determined by differential leveling
 JE1125.and adjusted by the National Geodetic Survey in June 1991..
 JE1125
 JE1125.The geoid height was determined by GEOID03.
 JE1125
 JE1125.The dynamic height is computed by dividing the NAVD 88
 JE1125.geopotential number by the normal gravity value computed on the
 JE1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1125.degrees latitude (g = 980.6199 gals.).
 JE1125
 JE1125.The modeled gravity was interpolated from observed gravity values.
 JE1125
 JE1125;                    North         East    Units  Estimated Accuracy
 JE1125;SPC KS S     -   594,010.      690,460.      MT  (+/- 180 meters Scaled)
 JE1125
 JE1125                          SUPERSEDED SURVEY CONTROL
 JE1125
 JE1125  NGVD 29 (??/??/92)  269.047  (m)          882.70   (f) ADJ UNCH    2 0
 JE1125
 JE1125.Superseded values are not recommended for survey control.
 JE1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1125.See file dsdata.txt to determine how the superseded data were derived.
 JE1125
 JE1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC099488(NAD 83)
 JE1125_MARKER: DB = BENCH MARK DISK
 JE1125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1125_SP_SET: CULVERT
 JE1125_STAMPING: A 274 1945
 JE1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1125+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 JE1125
 JE1125  HISTORY     - Date     Condition        Report By
 JE1125  HISTORY     - 1945     MONUMENTED       CGS
 JE1125  HISTORY     - 1950     GOOD             NGS
 JE1125  HISTORY     - 20050404 GOOD             USGS
 JE1125
 JE1125                          STATION DESCRIPTION
 JE1125
 JE1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE1125'2.2 MI E FROM SCIPIO.
 JE1125'FROM THE SCHOOLHOUSE AT SCIPIO ALONG THE ROAD TO GREELEY, 101
 JE1125'FEET EAST OF AND ACROSS THE ROAD FROM A POWER POLE, 19.3 FEET
 JE1125'EAST OF THE CENTER OF ROAD AND IN THE EAST HEADWALL OF A CONCRETE
 JE1125'CULVERT AT THE SOUTHEAST CORNER OF THE SOUTH BANNISTER POST.
 JE1125'THE DISK IS SET IN A DRILL HOLE.
 JE1125
 JE1125                          STATION RECOVERY (2005)
 JE1125
 JE1125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (SES)
 JE1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0961 ***********************************************************************
 JE0961  DESIGNATION -  A 276
 JE0961  PID         -  JE0961
 JE0961  STATE/COUNTY-  KS/DOUGLAS
 JE0961  USGS QUAD   -  LAWRENCE EAST (1978)
 JE0961
 JE0961                         *CURRENT SURVEY CONTROL
 JE0961  ___________________________________________________________________
 JE0961* NAD 83(1986)-  38 59 19.     (N)    095 14 00.     (W)     SCALED    
 JE0961* NAVD 88     -       248.927  (meters)     816.69   (feet)  ADJUSTED  
 JE0961  ___________________________________________________________________
 JE0961  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JE0961  DYNAMIC HT  -         248.764 (meters)     816.15  (feet)  COMP
 JE0961  MODELED GRAV-     979,967.7   (mgal)                       NAVD 88
 JE0961
 JE0961  VERT ORDER  -  SECOND    CLASS 0
 JE0961
 JE0961.The horizontal coordinates were scaled from a topographic map and have
 JE0961.an estimated accuracy of +/- 6 seconds.
 JE0961
 JE0961.The orthometric height was determined by differential leveling
 JE0961.and adjusted by the National Geodetic Survey in June 1991..
 JE0961
 JE0961.The geoid height was determined by GEOID03.
 JE0961
 JE0961.The dynamic height is computed by dividing the NAVD 88
 JE0961.geopotential number by the normal gravity value computed on the
 JE0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0961.degrees latitude (g = 980.6199 gals.).
 JE0961
 JE0961.The modeled gravity was interpolated from observed gravity values.
 JE0961
 JE0961;                    North         East    Units  Estimated Accuracy
 JE0961;SPC KS N     -    76,400.      639,660.      MT  (+/- 180 meters Scaled)
 JE0961
 JE0961                          SUPERSEDED SURVEY CONTROL
 JE0961
 JE0961  NGVD 29 (??/??/92)  248.847  (m)          816.43   (f) ADJ UNCH    2 0
 JE0961
 JE0961.Superseded values are not recommended for survey control.
 JE0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0961.See file dsdata.txt to determine how the superseded data were derived.
 JE0961
 JE0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD065178(NAD 83)
 JE0961_MARKER: DB = BENCH MARK DISK
 JE0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0961_STAMPING: A 276 1945
 JE0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0961+STABILITY: SURFACE MOTION
 JE0961
 JE0961  HISTORY     - Date     Condition        Report By
 JE0961  HISTORY     - 1945     MONUMENTED       CGS
 JE0961  HISTORY     - 1958     MARK NOT FOUND   NGS
 JE0961  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE0961
 JE0961                          STATION DESCRIPTION
 JE0961
 JE0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JE0961'1.7 MI N FROM LAWRENCE.
 JE0961'1.7 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE COURTHOUSE AT
 JE0961'LAWRENCE, DOUGLAS COUNTY, AT THE JUNCTION OF A PRIVATE DRIVEWAY
 JE0961'LEADING WEST, 52 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 22
 JE0961'FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 14 FEET NORTHWEST
 JE0961'OF THE NORTH END OF A 1-1/2-FOOT CONCRETE-PIPE CULVERT, 11 FEET
 JE0961'NORTH OF A FENCE CORNER, 6 FEET WEST OF A WHITE BOARD FENCE, 1
 JE0961'FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 JE0961'HIGHWAY.  A STANDARD DISK, STAMPED A 276 1945 AND SET IN THE
 JE0961'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 JE0961'NOTE-- THERE HAS BEEN ROAD CHANGES ALONG U.S. HIGHWAY 59 IN THIS AREA
 JE0961'AND THE MARK HAS PROBABLY BEEN DESTROYED.
 JE0961
 JE0961                          STATION RECOVERY (1986)
 JE0961
 JE0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0750 ***********************************************************************
 JE0750  DESIGNATION -  A 277
 JE0750  PID         -  JE0750
 JE0750  STATE/COUNTY-  KS/LINN
 JE0750  USGS QUAD   -  MOUND CITY (1978)
 JE0750
 JE0750                         *CURRENT SURVEY CONTROL
 JE0750  ___________________________________________________________________
 JE0750* NAD 83(1986)-  38 08 55.     (N)    094 50 56.     (W)     SCALED    
 JE0750* NAVD 88     -       262.192  (meters)     860.21   (feet)  ADJUSTED  
 JE0750  ___________________________________________________________________
 JE0750  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JE0750  DYNAMIC HT  -         261.999 (meters)     859.58  (feet)  COMP
 JE0750  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 JE0750
 JE0750  VERT ORDER  -  SECOND    CLASS 0
 JE0750
 JE0750.The horizontal coordinates were scaled from a topographic map and have
 JE0750.an estimated accuracy of +/- 6 seconds.
 JE0750
 JE0750.The orthometric height was determined by differential leveling
 JE0750.and adjusted by the National Geodetic Survey in June 1991..
 JE0750
 JE0750.The geoid height was determined by GEOID03.
 JE0750
 JE0750.The dynamic height is computed by dividing the NAVD 88
 JE0750.geopotential number by the normal gravity value computed on the
 JE0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0750.degrees latitude (g = 980.6199 gals.).
 JE0750
 JE0750.The modeled gravity was interpolated from observed gravity values.
 JE0750
 JE0750;                    North         East    Units  Estimated Accuracy
 JE0750;SPC KS S     -   570,740.      719,940.      MT  (+/- 180 meters Scaled)
 JE0750
 JE0750                          SUPERSEDED SURVEY CONTROL
 JE0750
 JE0750  NGVD 29 (??/??/92)  262.061  (m)          859.78   (f) ADJ UNCH    2 0
 JE0750
 JE0750.Superseded values are not recommended for survey control.
 JE0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0750.See file dsdata.txt to determine how the superseded data were derived.
 JE0750
 JE0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC379239(NAD 83)
 JE0750_MARKER: DB = BENCH MARK DISK
 JE0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0750_SP_SET: CULVERT
 JE0750_STAMPING: A 277 1945
 JE0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0750+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 JE0750
 JE0750  HISTORY     - Date     Condition        Report By
 JE0750  HISTORY     - 1945     MONUMENTED       CGS
 JE0750  HISTORY     - 20000621 GOOD             LOCENG
 JE0750
 JE0750                          STATION DESCRIPTION
 JE0750
 JE0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0750'2.3 MI W FROM MOUND CITY.
 JE0750'2.3 MILES WEST OF MOUND CITY, LINN COUNTY FROM THE ABANDONED
 JE0750'MISSOURI PACIFIC RAILROAD STATION, 0.7 MILE WEST ALONG A GRADED
 JE0750'DIRT ROAD, 0.2 MILE NORTH ALONG STATE HIGHWAY 7, 1.4 MILES WEST
 JE0750'ALONG A GRAVEL ROAD, 15 FEET SOUTH OF THE CENTERLINE OF THE
 JE0750'GRAVEL ROAD, AT A 4- BY 6-FOOT CONCRETE CULVERT, IN THE TOP OF
 JE0750'THE NORTHWEST END OF THE SOUTHEAST WINGALL.  A STANDARD DISK,
 JE0750'STAMPED A 277 1945 AND LEVEL WITH THE ROAD.
 JE0750
 JE0750                          STATION RECOVERY (2000)
 JE0750
 JE0750'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 JE0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1162 ***********************************************************************
 JE1162  DESIGNATION -  A 278
 JE1162  PID         -  JE1162
 JE1162  STATE/COUNTY-  KS/COFFEY
 JE1162  USGS QUAD   -  NEOSHO FALLS (1971)
 JE1162
 JE1162                         *CURRENT SURVEY CONTROL
 JE1162  ___________________________________________________________________
 JE1162* NAD 83(1986)-  38 04 27.     (N)    095 34 19.     (W)     SCALED    
 JE1162* NAVD 88     -       305.972  (meters)    1003.84   (feet)  ADJUSTED  
 JE1162  ___________________________________________________________________
 JE1162  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JE1162  DYNAMIC HT  -         305.745 (meters)    1003.10  (feet)  COMP
 JE1162  MODELED GRAV-     979,879.9   (mgal)                       NAVD 88
 JE1162
 JE1162  VERT ORDER  -  SECOND    CLASS 0
 JE1162
 JE1162.The horizontal coordinates were scaled from a topographic map and have
 JE1162.an estimated accuracy of +/- 6 seconds.
 JE1162
 JE1162.The orthometric height was determined by differential leveling
 JE1162.and adjusted by the National Geodetic Survey in June 1991..
 JE1162
 JE1162.The geoid height was determined by GEOID03.
 JE1162
 JE1162.The dynamic height is computed by dividing the NAVD 88
 JE1162.geopotential number by the normal gravity value computed on the
 JE1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1162.degrees latitude (g = 980.6199 gals.).
 JE1162
 JE1162.The modeled gravity was interpolated from observed gravity values.
 JE1162
 JE1162;                    North         East    Units  Estimated Accuracy
 JE1162;SPC KS S     -   560,250.      656,860.      MT  (+/- 180 meters Scaled)
 JE1162
 JE1162                          SUPERSEDED SURVEY CONTROL
 JE1162
 JE1162  NGVD 29 (??/??/92)  305.816  (m)         1003.33   (f) ADJ UNCH    2 0
 JE1162
 JE1162.Superseded values are not recommended for survey control.
 JE1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1162.See file dsdata.txt to determine how the superseded data were derived.
 JE1162
 JE1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC743171(NAD 83)
 JE1162_MARKER: DB = BENCH MARK DISK
 JE1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1162_STAMPING: A 278 1945
 JE1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1162+STABILITY: SURFACE MOTION
 JE1162
 JE1162  HISTORY     - Date     Condition        Report By
 JE1162  HISTORY     - 1945     MONUMENTED       CGS
 JE1162  HISTORY     - 1951     GOOD             NGS
 JE1162
 JE1162                          STATION DESCRIPTION
 JE1162
 JE1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1162'3.7 MI E FROM LE ROY.
 JE1162'ABOUT 3.7 MILES EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI
 JE1162'PACIFIC RAILROAD FROM THE STATION AT LE ROY, ABOUT 100 YARDS SOUTH
 JE1162'OF A FARMHOUSE, 50.0 FEET NORTH OF AND ABOUT 4.0 FEET HIGHER THAN
 JE1162'THE CENTER LINE OF THE GRADE, 21.0 FEET EAST OF A NORTH-SOUTH
 JE1162'BOARD FENCE, 6.0 FEET SOUTHEAST OF THE EAST END OF A WIRE GATE,
 JE1162'2.0 FEET SOUTH OF A FENCE AND 1.0 FOOT WEST OF A 4 X 4 MARKER
 JE1162'POST.  A BRONZE DISK STAMPED A 278 1945 SET IN THE TOP OF A
 JE1162'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 JE1162
 JE1162                          STATION RECOVERY (1951)
 JE1162
 JE1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0428 ***********************************************************************
 JF0428  DESIGNATION -  A 279
 JF0428  PID         -  JF0428
 JF0428  STATE/COUNTY-  KS/GEARY
 JF0428  USGS QUAD   -  KANSAS FALLS (1978)
 JF0428
 JF0428                         *CURRENT SURVEY CONTROL
 JF0428  ___________________________________________________________________
 JF0428* NAD 83(1986)-  38 59 10.     (N)    096 55 33.     (W)     SCALED    
 JF0428* NAVD 88     -       334.663  (meters)    1097.97   (feet)  ADJUSTED  
 JF0428  ___________________________________________________________________
 JF0428  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 JF0428  DYNAMIC HT  -         334.431 (meters)    1097.21  (feet)  COMP
 JF0428  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 JF0428
 JF0428  VERT ORDER  -  FIRST     CLASS II
 JF0428
 JF0428.The horizontal coordinates were scaled from a topographic map and have
 JF0428.an estimated accuracy of +/- 6 seconds.
 JF0428
 JF0428.The orthometric height was determined by differential leveling
 JF0428.and adjusted by the National Geodetic Survey in June 1991..
 JF0428
 JF0428.The geoid height was determined by GEOID03.
 JF0428
 JF0428.The dynamic height is computed by dividing the NAVD 88
 JF0428.geopotential number by the normal gravity value computed on the
 JF0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0428.degrees latitude (g = 980.6199 gals.).
 JF0428
 JF0428.The modeled gravity was interpolated from observed gravity values.
 JF0428
 JF0428;                    North         East    Units  Estimated Accuracy
 JF0428;SPC KS N     -    73,020.      493,060.      MT  (+/- 180 meters Scaled)
 JF0428
 JF0428                          SUPERSEDED SURVEY CONTROL
 JF0428
 JF0428  NGVD 29 (??/??/92)  334.541  (m)         1097.57   (f) ADJ UNCH    1 2
 JF0428
 JF0428.Superseded values are not recommended for survey control.
 JF0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0428.See file dsdata.txt to determine how the superseded data were derived.
 JF0428
 JF0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ796172(NAD 83)
 JF0428_MARKER: DB = BENCH MARK DISK
 JF0428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0428_SP_SET: ABUTMENT
 JF0428_STAMPING: A 279 1947
 JF0428_MARK LOGO: CGS   
 JF0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0428+STABILITY: SURFACE MOTION
 JF0428
 JF0428  HISTORY     - Date     Condition        Report By
 JF0428  HISTORY     - 1947     MONUMENTED       CGS
 JF0428  HISTORY     - 1970     GOOD             NGS
 JF0428  HISTORY     - 1986     GOOD             NGS
 JF0428
 JF0428                          STATION DESCRIPTION
 JF0428
 JF0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0428'5.2 MI E FROM CHAPMAN.
 JF0428'ABOUT 5.25 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 JF0428'THE STATION AT CHAPMAN, AT THE WEST END OF RAILROAD BRIDGE
 JF0428'NUMBER 147.06 OVER A CREEK, 9.8 FEET NORTH OF THE NORTH RAIL,
 JF0428'SET IN THE CENTER OF THE TOP AND 0.6 FOOT SOUTH OF THE NORTH
 JF0428'END OF THE BRIDGE SOCKET PORTION OF THE WEST CONCRETE ABUTMENT
 JF0428'OF THE BRIDGE, AND ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
 JF0428'SEC 30, T 12 S, R 5 E.
 JF0428
 JF0428                          STATION RECOVERY (1986)
 JF0428
 JF0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0428'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.1 KM (7.5
 JF0428'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0428'JUNCTION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0597 ***********************************************************************
 HG0597  DESIGNATION -  A 28
 HG0597  PID         -  HG0597
 HG0597  STATE/COUNTY-  KS/FORD
 HG0597  USGS QUAD   -  WRIGHT (1972)
 HG0597
 HG0597                         *CURRENT SURVEY CONTROL
 HG0597  ___________________________________________________________________
 HG0597* NAD 83(1986)-  37 48 55.     (N)    099 54 18.     (W)     SCALED    
 HG0597* NAVD 88     -       761.565  (meters)    2498.57   (feet)  ADJUSTED  
 HG0597  ___________________________________________________________________
 HG0597  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 HG0597  DYNAMIC HT  -         760.910 (meters)    2496.42  (feet)  COMP
 HG0597  MODELED GRAV-     979,743.5   (mgal)                       NAVD 88
 HG0597
 HG0597  VERT ORDER  -  SECOND    CLASS 0
 HG0597
 HG0597.The horizontal coordinates were scaled from a topographic map and have
 HG0597.an estimated accuracy of +/- 6 seconds.
 HG0597
 HG0597.The orthometric height was determined by differential leveling
 HG0597.and adjusted by the National Geodetic Survey in June 1991..
 HG0597
 HG0597.The geoid height was determined by GEOID03.
 HG0597
 HG0597.The dynamic height is computed by dividing the NAVD 88
 HG0597.geopotential number by the normal gravity value computed on the
 HG0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0597.degrees latitude (g = 980.6199 gals.).
 HG0597
 HG0597.The modeled gravity was interpolated from observed gravity values.
 HG0597
 HG0597;                    North         East    Units  Estimated Accuracy
 HG0597;SPC KS S     -   528,410.      276,300.      MT  (+/- 180 meters Scaled)
 HG0597
 HG0597                          SUPERSEDED SURVEY CONTROL
 HG0597
 HG0597  NGVD 29 (??/??/92)  761.261  (m)         2497.57   (f) ADJ UNCH    2 0
 HG0597
 HG0597.Superseded values are not recommended for survey control.
 HG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0597.See file dsdata.txt to determine how the superseded data were derived.
 HG0597
 HG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG203857(NAD 83)
 HG0597_MARKER: DB = BENCH MARK DISK
 HG0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0597_STAMPING: A 28 1934
 HG0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0597+STABILITY: SURFACE MOTION
 HG0597
 HG0597  HISTORY     - Date     Condition        Report By
 HG0597  HISTORY     - 1934     MONUMENTED       CGS
 HG0597
 HG0597                          STATION DESCRIPTION
 HG0597
 HG0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0597'10.4 MI NE FROM DODGE CITY.
 HG0597'10.4 MILES NORTHEAST ALONG U.S. HIGHWAY 283 FROM THE POST OFFICE
 HG0597'AT DODGE CITY, FORD COUNTY, IN THE SOUTHWEST CORNER OF SECTION
 HG0597'1, T 25 S, R 24 W, 71 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HG0597'35 FEET EAST OF THE SOUTH END OF AN 18-INCH CORRUGATED-IRON
 HG0597'CULVERT, AND 2 FEET NORTH OF A SECTION-LINE FENCE.  A STANDARD
 HG0597'DISK, STAMPED A 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0168 ***********************************************************************
 KE0168  DESIGNATION -  A 280
 KE0168  PID         -  KE0168
 KE0168  STATE/COUNTY-  KS/LEAVENWORTH
 KE0168  USGS QUAD   -  LEAVENWORTH (1984)
 KE0168
 KE0168                         *CURRENT SURVEY CONTROL
 KE0168  ___________________________________________________________________
 KE0168* NAD 83(1986)-  39 22 07.     (N)    094 55 07.     (W)     SCALED    
 KE0168* NAVD 88     -       236.228  (meters)     775.02   (feet)  ADJUSTED  
 KE0168  ___________________________________________________________________
 KE0168  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KE0168  DYNAMIC HT  -         236.080 (meters)     774.54  (feet)  COMP
 KE0168  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 KE0168
 KE0168  VERT ORDER  -  FIRST     CLASS II
 KE0168
 KE0168.This mark is at Sherman Aaf Airport (FLV)
 KE0168
 KE0168.The horizontal coordinates were scaled from a topographic map and have
 KE0168.an estimated accuracy of +/- 6 seconds.
 KE0168
 KE0168.The orthometric height was determined by differential leveling
 KE0168.and adjusted by the National Geodetic Survey in June 1991..
 KE0168
 KE0168.The geoid height was determined by GEOID03.
 KE0168
 KE0168.The dynamic height is computed by dividing the NAVD 88
 KE0168.geopotential number by the normal gravity value computed on the
 KE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0168.degrees latitude (g = 980.6199 gals.).
 KE0168
 KE0168.The modeled gravity was interpolated from observed gravity values.
 KE0168
 KE0168;                    North         East    Units  Estimated Accuracy
 KE0168;SPC KS N     -   119,450.      665,480.      MT  (+/- 180 meters Scaled)
 KE0168
 KE0168                          SUPERSEDED SURVEY CONTROL
 KE0168
 KE0168  NGVD 29 (??/??/92)  236.138  (m)          774.73   (f) ADJ UNCH    1 2
 KE0168
 KE0168.Superseded values are not recommended for survey control.
 KE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0168.See file dsdata.txt to determine how the superseded data were derived.
 KE0168
 KE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD347594(NAD 83)
 KE0168_MARKER: DB = BENCH MARK DISK
 KE0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0168_SP_SET: HANGAR
 KE0168_STAMPING: A 280 1948
 KE0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0168
 KE0168  HISTORY     - Date     Condition        Report By
 KE0168  HISTORY     - 1948     MONUMENTED       CGS
 KE0168  HISTORY     - 1951     GOOD             NGS
 KE0168  HISTORY     - 1983     GOOD             USGS
 KE0168
 KE0168                          STATION DESCRIPTION
 KE0168
 KE0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0168'AT FORT LEAVENWORTH.
 KE0168'AT FORT LEAVENWORTH, AT SHERMAN FIELD, SET IN THE SOUTH FACE OF
 KE0168'HANGAR 1, 13.0 FEET EAST OF THE CENTER LINE OF THE DOOR TO THE
 KE0168'PARACHUTE DEPARTMENT, 2.8 FEET WEST OF THE SOUTHEAST CORNER OF
 KE0168'THE HANGAR AND 3.0 FEET ABOVE THE GROUND.
 KE0168
 KE0168                          STATION RECOVERY (1951)
 KE0168
 KE0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0168'RECOVERED IN GOOD CONDITION.
 KE0168
 KE0168                          STATION RECOVERY (1983)
 KE0168
 KE0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KE0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0589 ***********************************************************************
 KE0589  DESIGNATION -  A 281
 KE0589  PID         -  KE0589
 KE0589  STATE/COUNTY-  KS/ATCHISON
 KE0589  USGS QUAD   -  OAK MILLS (1984)
 KE0589
 KE0589                         *CURRENT SURVEY CONTROL
 KE0589  ___________________________________________________________________
 KE0589* NAD 83(1986)-  39 26 08.     (N)    095 00 07.     (W)     SCALED    
 KE0589* NAVD 88     -       237.025  (meters)     777.64   (feet)  ADJUSTED  
 KE0589  ___________________________________________________________________
 KE0589  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 KE0589  DYNAMIC HT  -         236.877 (meters)     777.15  (feet)  COMP
 KE0589  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 KE0589
 KE0589  VERT ORDER  -  FIRST     CLASS II
 KE0589
 KE0589.The horizontal coordinates were scaled from a topographic map and have
 KE0589.an estimated accuracy of +/- 6 seconds.
 KE0589
 KE0589.The orthometric height was determined by differential leveling
 KE0589.and adjusted by the National Geodetic Survey in June 1991..
 KE0589
 KE0589.The geoid height was determined by GEOID03.
 KE0589
 KE0589.The dynamic height is computed by dividing the NAVD 88
 KE0589.geopotential number by the normal gravity value computed on the
 KE0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0589.degrees latitude (g = 980.6199 gals.).
 KE0589
 KE0589.The modeled gravity was interpolated from observed gravity values.
 KE0589
 KE0589;                    North         East    Units  Estimated Accuracy
 KE0589;SPC KS N     -   126,630.      658,050.      MT  (+/- 180 meters Scaled)
 KE0589
 KE0589                          SUPERSEDED SURVEY CONTROL
 KE0589
 KE0589  NGVD 29 (??/??/92)  236.929  (m)          777.32   (f) ADJ UNCH    1 2
 KE0589
 KE0589.Superseded values are not recommended for survey control.
 KE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0589.See file dsdata.txt to determine how the superseded data were derived.
 KE0589
 KE0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD277670(NAD 83)
 KE0589_MARKER: DB = BENCH MARK DISK
 KE0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0589_STAMPING: A 281 1948
 KE0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0589+STABILITY: SURFACE MOTION
 KE0589
 KE0589  HISTORY     - Date     Condition        Report By
 KE0589  HISTORY     - 1948     MONUMENTED       CGS
 KE0589  HISTORY     - 1951     GOOD             NGS
 KE0589  HISTORY     - 20020826 MARK NOT FOUND   SKW
 KE0589
 KE0589                          STATION DESCRIPTION
 KE0589
 KE0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0589'0.9 MI SE FROM OAK MILLS.
 KE0589'0.9 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0589'STONE GARAGE BUILDING OF ELMER RHODES AT OAK MILLS, 5 POLES
 KE0589'NORTHWEST OF MILEPOST NO. 319-20, ABOUT 300.0 FEET NORTHEAST
 KE0589'OF THE MISSOURI PACIFIC TRACK, AT A VACANT FARMHOUSE, 21.0 FEET
 KE0589'WEST OF THE NORTHWEST CORNER OF THE HOUSE, SET BETWEEN TWO
 KE0589'BOXELDER TREES WHICH ARE 18 FEET APART, AND SET IN THE TOP OF
 KE0589'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE-- USGS
 KE0589'REPORT - MAY 1961 REPORT - BENCH MARK PRESUMED DESTROYED.
 KE0589'FARMHOUSE HAS BEEN RAZED AND ALSO THE BOX ELDER TREES.
 KE0589
 KE0589                          STATION RECOVERY (1951)
 KE0589
 KE0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0589'RECOVERED IN GOOD CONDITION.
 KE0589
 KE0589                          STATION RECOVERY (2002)
 KE0589
 KE0589'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0193 ***********************************************************************
 KE0193  DESIGNATION -  A 282
 KE0193  PID         -  KE0193
 KE0193  STATE/COUNTY-  KS/WYANDOTTE
 KE0193  USGS QUAD   -  WOLCOTT (1975)
 KE0193
 KE0193                         *CURRENT SURVEY CONTROL
 KE0193  ___________________________________________________________________
 KE0193* NAD 83(1986)-  39 11 42.     (N)    094 48 35.     (W)     SCALED    
 KE0193* NAVD 88     -       231.830  (meters)     760.60   (feet)  ADJUSTED  
 KE0193  ___________________________________________________________________
 KE0193  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KE0193  DYNAMIC HT  -         231.681 (meters)     760.11  (feet)  COMP
 KE0193  MODELED GRAV-     979,980.7   (mgal)                       NAVD 88
 KE0193
 KE0193  VERT ORDER  -  FIRST     CLASS II
 KE0193
 KE0193.The horizontal coordinates were scaled from a topographic map and have
 KE0193.an estimated accuracy of +/- 6 seconds.
 KE0193
 KE0193.The orthometric height was determined by differential leveling
 KE0193.and adjusted by the National Geodetic Survey in June 1991..
 KE0193
 KE0193.The geoid height was determined by GEOID03.
 KE0193
 KE0193.The dynamic height is computed by dividing the NAVD 88
 KE0193.geopotential number by the normal gravity value computed on the
 KE0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0193.degrees latitude (g = 980.6199 gals.).
 KE0193
 KE0193.The modeled gravity was interpolated from observed gravity values.
 KE0193
 KE0193;                    North         East    Units  Estimated Accuracy
 KE0193;SPC KS N     -   100,510.      675,530.      MT  (+/- 180 meters Scaled)
 KE0193
 KE0193                          SUPERSEDED SURVEY CONTROL
 KE0193
 KE0193  NGVD 29 (??/??/92)  231.744  (m)          760.31   (f) ADJ UNCH    1 2
 KE0193
 KE0193.Superseded values are not recommended for survey control.
 KE0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0193.See file dsdata.txt to determine how the superseded data were derived.
 KE0193
 KE0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD437399(NAD 83)
 KE0193_MARKER: DB = BENCH MARK DISK
 KE0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0193_STAMPING: A 282 1948
 KE0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0193+STABILITY: SURFACE MOTION
 KE0193
 KE0193  HISTORY     - Date     Condition        Report By
 KE0193  HISTORY     - 1948     MONUMENTED       CGS
 KE0193  HISTORY     - 1951     GOOD             NGS
 KE0193
 KE0193                          STATION DESCRIPTION
 KE0193
 KE0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0193'0.6 MI NW FROM WOLCOTT.
 KE0193'0.6 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0193'STATION AT WOLCOTT, AT THE LOWELL ANDREWS FARM HOUSE, 97.0 FEET
 KE0193'NORTH OF THE NORTH CORNER OF THE ANDREWS HOME WHICH IS LOCATED ON
 KE0193'A HIGH TERRACE, 97.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 KE0193'THE RAILROAD (MEASURED FROM THE CROSSING OF RAILROAD AND A FARM
 KE0193'ROAD), ABOUT 90.0 FEET SOUTHEAST OF A CULVERT UNDER STATE
 KE0193'HIGHWAY 5 FOR A DITCH AT THE MOUTH OF A RAVINE RUNNING UP BLUFF,
 KE0193'28.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20.0
 KE0193'FEET NORTHWEST OF CENTER LINE OF DRIVE TO THE ANDREWS HOME, 1.0
 KE0193'FOOT NORTHEAST OF A ROCK FENCE, AND SET IN THE TOP OF A CONCRETE
 KE0193'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0193
 KE0193                          STATION RECOVERY (1951)
 KE0193
 KE0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0458 ***********************************************************************
 JF0458  DESIGNATION -  A 283
 JF0458  PID         -  JF0458
 JF0458  STATE/COUNTY-  KS/DICKINSON
 JF0458  USGS QUAD   -  CHAPMAN (1979)
 JF0458
 JF0458                         *CURRENT SURVEY CONTROL
 JF0458  ___________________________________________________________________
 JF0458* NAD 83(1986)-  38 56 14.     (N)    097 06 42.     (W)     SCALED    
 JF0458* NAVD 88     -       344.994  (meters)    1131.87   (feet)  ADJUSTED  
 JF0458  ___________________________________________________________________
 JF0458  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 JF0458  DYNAMIC HT  -         344.752 (meters)    1131.07  (feet)  COMP
 JF0458  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 JF0458
 JF0458  VERT ORDER  -  FIRST     CLASS II
 JF0458
 JF0458.The horizontal coordinates were scaled from a topographic map and have
 JF0458.an estimated accuracy of +/- 6 seconds.
 JF0458
 JF0458.The orthometric height was determined by differential leveling
 JF0458.and adjusted by the National Geodetic Survey in June 1991..
 JF0458
 JF0458.The geoid height was determined by GEOID03.
 JF0458
 JF0458.The dynamic height is computed by dividing the NAVD 88
 JF0458.geopotential number by the normal gravity value computed on the
 JF0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0458.degrees latitude (g = 980.6199 gals.).
 JF0458
 JF0458.The modeled gravity was interpolated from observed gravity values.
 JF0458
 JF0458;                    North         East    Units  Estimated Accuracy
 JF0458;SPC KS N     -    67,420.      477,020.      MT  (+/- 180 meters Scaled)
 JF0458
 JF0458                          SUPERSEDED SURVEY CONTROL
 JF0458
 JF0458  NGVD 29 (??/??/92)  344.886  (m)         1131.51   (f) ADJ UNCH    1 2
 JF0458
 JF0458.Superseded values are not recommended for survey control.
 JF0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0458.See file dsdata.txt to determine how the superseded data were derived.
 JF0458
 JF0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ636115(NAD 83)
 JF0458_MARKER: DB = BENCH MARK DISK
 JF0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0458_SP_SET: CONCRETE POST
 JF0458_STAMPING: A 283 1947
 JF0458_MARK LOGO: CGS   
 JF0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0458+STABILITY: SURFACE MOTION
 JF0458
 JF0458  HISTORY     - Date     Condition        Report By
 JF0458  HISTORY     - 1947     MONUMENTED       CGS
 JF0458  HISTORY     - 1968     GOOD             NGS
 JF0458  HISTORY     - 1986     GOOD             NGS
 JF0458
 JF0458                          STATION DESCRIPTION
 JF0458
 JF0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0458'0.6 MI NE FROM DETROIT.
 JF0458'0.65 MILE NORTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 JF0458'STATION AT DETROIT, AT A ROAD CROSSING, 5 POLES NORTHEAST OF
 JF0458'MILEPOST 158, 74.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 JF0458'TRACK AND 4 FEET LOWER, 60.0 FEET SOUTHWEST OF THE CENTER LINE
 JF0458'OF A GRAVELED ROAD, 2.5 FEET WEST OF THE CENTER OF THE WEST SIDE
 JF0458'OF LAMBS POINT MONUMENT, SET IN THE TOP OF A CONCRETE POST AND
 JF0458'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 JF0458
 JF0458                          STATION RECOVERY (1968)
 JF0458
 JF0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0458'RECOVERED IN GOOD CONDITION.
 JF0458
 JF0458                          STATION RECOVERY (1986)
 JF0458
 JF0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0458'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.3 KM (5.8 MI)
 JF0458'NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0458'ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0488 ***********************************************************************
 JF0488  DESIGNATION -  A 284
 JF0488  PID         -  JF0488
 JF0488  STATE/COUNTY-  KS/DICKINSON
 JF0488  USGS QUAD   -  SOLOMON (1979)
 JF0488
 JF0488                         *CURRENT SURVEY CONTROL
 JF0488  ___________________________________________________________________
 JF0488* NAD 83(1986)-  38 54 22.     (N)    097 16 04.     (W)     SCALED    
 JF0488* NAVD 88     -       352.591  (meters)    1156.79   (feet)  POSTED    
 JF0488  ___________________________________________________________________
 JF0488  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 JF0488  DYNAMIC HT  -         352.350 (meters)    1156.00  (feet)  COMP
 JF0488  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 JF0488
 JF0488  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0488
 JF0488.The horizontal coordinates were scaled from a topographic map and have
 JF0488.an estimated accuracy of +/- 6 seconds.
 JF0488
 JF0488.The orthometric height was determined by differential leveling
 JF0488.and adjusted by the National Geodetic Survey in 1992..
 JF0488.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0488.rate of 0.0 thru 1.0 mm/km.
 JF0488
 JF0488.The geoid height was determined by GEOID03.
 JF0488
 JF0488.The dynamic height is computed by dividing the NAVD 88
 JF0488.geopotential number by the normal gravity value computed on the
 JF0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0488.degrees latitude (g = 980.6199 gals.).
 JF0488
 JF0488.The modeled gravity was interpolated from observed gravity values.
 JF0488
 JF0488;                    North         East    Units  Estimated Accuracy
 JF0488;SPC KS N     -    63,840.      463,510.      MT  (+/- 180 meters Scaled)
 JF0488
 JF0488                          SUPERSEDED SURVEY CONTROL
 JF0488
 JF0488  NGVD 29 (??/??/92)  352.485  (m)         1156.44   (f) ADJ UNCH    1 2
 JF0488
 JF0488.Superseded values are not recommended for survey control.
 JF0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0488.See file dsdata.txt to determine how the superseded data were derived.
 JF0488
 JF0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ501077(NAD 83)
 JF0488_MARKER: DB = BENCH MARK DISK
 JF0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0488_STAMPING: A 284 1947
 JF0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0488+STABILITY: SURFACE MOTION
 JF0488
 JF0488  HISTORY     - Date     Condition        Report By
 JF0488  HISTORY     - 1947     MONUMENTED       CGS
 JF0488  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0488  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0488
 JF0488                          STATION DESCRIPTION
 JF0488
 JF0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0488'2.9 MI W FROM ABILENE.
 JF0488'2.9 MILES WEST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 JF0488'AT ABILENE, AT THE EAST END OF A CUT, FIFTEEN POLES EAST OF
 JF0488'MILEPOST 167, APPROXIMATELY 206 YARDS EAST OF A ROAD CROSSING,
 JF0488'284.4 FEET WEST OF THE SOUTH END OF PIPE CULVERT 166.58,
 JF0488'93.4 FEET EAST OF A T FENCE CORNER, 78.9 FEET SOUTH OF THE
 JF0488'SOUTH RAIL OF THE TRACK, 2.2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 JF0488'FENCE, 1.5 FEET EAST OF A REFERENCE POST, SET IN THE TOP OF A
 JF0488'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 JF0488
 JF0488                          STATION RECOVERY (1968)
 JF0488
 JF0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0488'MARK NOT FOUND.
 JF0488
 JF0488                          STATION RECOVERY (1986)
 JF0488
 JF0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0437 ***********************************************************************
 HF0437  DESIGNATION -  A 285 RESET
 HF0437  PID         -  HF0437
 HF0437  STATE/COUNTY-  KS/SEDGWICK
 HF0437  USGS QUAD   -  WICHITA WEST (1982)
 HF0437
 HF0437                         *CURRENT SURVEY CONTROL
 HF0437  ___________________________________________________________________
 HF0437* NAD 83(1986)-  37 39 09.     (N)    097 25 45.     (W)     SCALED    
 HF0437* NAVD 88     -       404.22   (meters)    1326.2    (feet)  RESET     
 HF0437  ___________________________________________________________________
 HF0437  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 HF0437
 HF0437  VERT ORDER  -  THIRD
 HF0437
 HF0437.This mark is at Wichita Mid-Continent Airport (ICT)
 HF0437
 HF0437.The horizontal coordinates were scaled from a topographic map and have
 HF0437.an estimated accuracy of +/- 6 seconds.
 HF0437
 HF0437.The orthometric height was computed from unverified reset data.
 HF0437
 HF0437.The geoid height was determined by GEOID03.
 HF0437
 HF0437;                    North         East    Units  Estimated Accuracy
 HF0437;SPC KS S     -   509,960.      494,490.      MT  (+/- 180 meters Scaled)
 HF0437
 HF0437                          SUPERSEDED SURVEY CONTROL
 HF0437
 HF0437.No superseded survey control is available for this station.
 HF0437
 HF0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG385684(NAD 83)
 HF0437_MARKER: DB = BENCH MARK DISK
 HF0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0437_SP_SET: WINDOW WELL
 HF0437_STAMPING: A 285 RESET 1973
 HF0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0437
 HF0437  HISTORY     - Date     Condition        Report By
 HF0437  HISTORY     - 1973     MONUMENTED       NGS
 HF0437
 HF0437                          STATION DESCRIPTION
 HF0437
 HF0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 HF0437'AT WICHITA.
 HF0437'A STANDARD BENCH MARK DISK STAMPED A 285 RESET 1973, CEMENTED IN
 HF0437'A DRILL HOLE IN THE NORTHEAST CORNER OF THE 2ND WINDOW WELL
 HF0437'FROM THE CORNER OF TERMINAL BUILDING WHERE IT MAKES A RIGHT
 HF0437'ANGLE AND AT THE WEST SIDE OF BUILDING, AND JUST SOUTH OF THE
 HF0437'CONTINENTAL AIRLINES BAGAGE LOADING ROOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0509 ***********************************************************************
 KF0509  DESIGNATION -  A 286
 KF0509  PID         -  KF0509
 KF0509  STATE/COUNTY-  KS/CLOUD
 KF0509  USGS QUAD   -  AURORA (1965)
 KF0509
 KF0509                         *CURRENT SURVEY CONTROL
 KF0509  ___________________________________________________________________
 KF0509* NAD 83(1986)-  39 27 21.     (N)    097 32 10.     (W)     SCALED    
 KF0509* NAVD 88     -       452.402  (meters)    1484.26   (feet)  ADJUSTED  
 KF0509  ___________________________________________________________________
 KF0509  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 KF0509  DYNAMIC HT  -         452.124 (meters)    1483.34  (feet)  COMP
 KF0509  MODELED GRAV-     979,998.1   (mgal)                       NAVD 88
 KF0509
 KF0509  VERT ORDER  -  FIRST     CLASS II
 KF0509
 KF0509.The horizontal coordinates were scaled from a topographic map and have
 KF0509.an estimated accuracy of +/- 6 seconds.
 KF0509
 KF0509.The orthometric height was determined by differential leveling
 KF0509.and adjusted by the National Geodetic Survey in June 1991..
 KF0509
 KF0509.The geoid height was determined by GEOID03.
 KF0509
 KF0509.The dynamic height is computed by dividing the NAVD 88
 KF0509.geopotential number by the normal gravity value computed on the
 KF0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0509.degrees latitude (g = 980.6199 gals.).
 KF0509
 KF0509.The modeled gravity was interpolated from observed gravity values.
 KF0509
 KF0509;                    North         East    Units  Estimated Accuracy
 KF0509;SPC KS N     -   124,710.      439,920.      MT  (+/- 180 meters Scaled)
 KF0509
 KF0509                          SUPERSEDED SURVEY CONTROL
 KF0509
 KF0509  NGVD 29 (??/??/92)  452.272  (m)         1483.83   (f) ADJ UNCH    1 2
 KF0509
 KF0509.Superseded values are not recommended for survey control.
 KF0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0509.See file dsdata.txt to determine how the superseded data were derived.
 KF0509
 KF0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ259683(NAD 83)
 KF0509_MARKER: DB = BENCH MARK DISK
 KF0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0509_STAMPING: A 286 1947
 KF0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0509+STABILITY: SURFACE MOTION
 KF0509
 KF0509  HISTORY     - Date     Condition        Report By
 KF0509  HISTORY     - 1947     MONUMENTED       CGS
 KF0509
 KF0509                          STATION DESCRIPTION
 KF0509
 KF0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0509'0.3 MI NW FROM AURORA.
 KF0509'0.3 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0509'RAILROAD FROM THE STATION AT AURORA, SET AT A NORTH-SOUTH
 KF0509'SECTION LINE ROAD CROSSING, 77.0 FEET NORTHEAST OF THE NORTHEAST
 KF0509'RAIL OF THE TRACK, 54.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KF0509'31.0 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD THAT PARALLELS
 KF0509'THE TRACK, 1.5 FEET SOUTHWEST OF A FENCE, 1.7 FEET NORTHWEST OF
 KF0509'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KF0509'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0574 ***********************************************************************
 KF0574  DESIGNATION -  A 287
 KF0574  PID         -  KF0574
 KF0574  STATE/COUNTY-  KS/REPUBLIC
 KF0574  USGS QUAD   -  KACKLEY (1965)
 KF0574
 KF0574                         *CURRENT SURVEY CONTROL
 KF0574  ___________________________________________________________________
 KF0574* NAD 83(1986)-  39 40 48.     (N)    097 50 12.     (W)     SCALED    
 KF0574* NAVD 88     -       446.393  (meters)    1464.54   (feet)  ADJUSTED  
 KF0574  ___________________________________________________________________
 KF0574  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 KF0574  DYNAMIC HT  -         446.120 (meters)    1463.65  (feet)  COMP
 KF0574  MODELED GRAV-     980,000.6   (mgal)                       NAVD 88
 KF0574
 KF0574  VERT ORDER  -  FIRST     CLASS II
 KF0574
 KF0574.The horizontal coordinates were scaled from a topographic map and have
 KF0574.an estimated accuracy of +/- 6 seconds.
 KF0574
 KF0574.The orthometric height was determined by differential leveling
 KF0574.and adjusted by the National Geodetic Survey in June 1991..
 KF0574
 KF0574.The geoid height was determined by GEOID03.
 KF0574
 KF0574.The dynamic height is computed by dividing the NAVD 88
 KF0574.geopotential number by the normal gravity value computed on the
 KF0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0574.degrees latitude (g = 980.6199 gals.).
 KF0574
 KF0574.The modeled gravity was interpolated from observed gravity values.
 KF0574
 KF0574;                    North         East    Units  Estimated Accuracy
 KF0574;SPC KS N     -   149,510.      414,010.      MT  (+/- 180 meters Scaled)
 KF0574
 KF0574                          SUPERSEDED SURVEY CONTROL
 KF0574
 KF0574  NGVD 29 (??/??/92)  446.243  (m)         1464.05   (f) ADJ UNCH    1 2
 KF0574
 KF0574.Superseded values are not recommended for survey control.
 KF0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0574.See file dsdata.txt to determine how the superseded data were derived.
 KF0574
 KF0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ997928(NAD 83)
 KF0574_MARKER: DB = BENCH MARK DISK
 KF0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0574_STAMPING: A 287 1947
 KF0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0574+STABILITY: SURFACE MOTION
 KF0574
 KF0574  HISTORY     - Date     Condition        Report By
 KF0574  HISTORY     - 1947     MONUMENTED       CGS
 KF0574
 KF0574                          STATION DESCRIPTION
 KF0574
 KF0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0574'1.7 MI SE FROM KACKLEY.
 KF0574'1.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0574'RAILROAD FROM THE STATION AT KACKLEY, AT A PRIVATE ROAD CROSSING,
 KF0574'91.0 FEET EAST-NORTHEAST OF MILEPOST 126, 43.4 FEET NORTHEAST OF THE
 KF0574'NORTHEAST RAIL OF THE TRACK, 19.0 FEET EAST OF THE CENTER LINE
 KF0574'OF THE ROAD, 3.1 FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST
 KF0574'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KF0574'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0037 ***********************************************************************
 KG0037  DESIGNATION -  A 288
 KG0037  PID         -  KG0037
 KG0037  STATE/COUNTY-  KS/JEWELL
 KG0037  USGS QUAD   -  WEBBER (1969)
 KG0037
 KG0037                         *CURRENT SURVEY CONTROL
 KG0037  ___________________________________________________________________
 KG0037* NAD 83(1986)-  39 59 45.     (N)    098 02 40.     (W)     SCALED    
 KG0037* NAVD 88     -       473.694  (meters)    1554.11   (feet)  ADJUSTED  
 KG0037  ___________________________________________________________________
 KG0037  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 KG0037  DYNAMIC HT  -         473.416 (meters)    1553.20  (feet)  COMP
 KG0037  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 KG0037
 KG0037  VERT ORDER  -  FIRST     CLASS II
 KG0037
 KG0037.The horizontal coordinates were scaled from a topographic map and have
 KG0037.an estimated accuracy of +/- 6 seconds.
 KG0037
 KG0037.The orthometric height was determined by differential leveling
 KG0037.and adjusted by the National Geodetic Survey in June 1991..
 KG0037
 KG0037.The geoid height was determined by GEOID03.
 KG0037
 KG0037.The dynamic height is computed by dividing the NAVD 88
 KG0037.geopotential number by the normal gravity value computed on the
 KG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0037.degrees latitude (g = 980.6199 gals.).
 KG0037
 KG0037.The modeled gravity was interpolated from observed gravity values.
 KG0037
 KG0037;                    North         East    Units  Estimated Accuracy
 KG0037;SPC KS N     -   184,570.      396,200.      MT  (+/- 180 meters Scaled)
 KG0037
 KG0037                          SUPERSEDED SURVEY CONTROL
 KG0037
 KG0037  NGVD 29 (??/??/92)  473.520  (m)         1553.54   (f) ADJ UNCH    1 2
 KG0037
 KG0037.Superseded values are not recommended for survey control.
 KG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0037.See file dsdata.txt to determine how the superseded data were derived.
 KG0037
 KG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK815277(NAD 83)
 KG0037_MARKER: DB = BENCH MARK DISK
 KG0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0037_SP_SET: BRIDGE ABUTMENT
 KG0037_STAMPING: A 288 1947
 KG0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0037
 KG0037  HISTORY     - Date     Condition        Report By
 KG0037  HISTORY     - 1947     MONUMENTED       CGS
 KG0037
 KG0037                          STATION DESCRIPTION
 KG0037
 KG0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KG0037'2.5 MI SE FROM SUPERIOR.
 KG0037'2.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KG0037'RAILROAD FROM THE STATION AT SUPERIOR, IN THE WEST END OF THE
 KG0037'SOUTH ABUTMENT OF STEEL BRIDGE NO. 151B OVER THE REPUBLICAN
 KG0037'RIVER, 8.6 FEET WEST OF THE WEST RAIL, 3.3 FEET WEST OF THE
 KG0037'SOUTH END OF THE WEST STEEL GIRDER, 0.9 FOOT NORTH OF THE SOUTH
 KG0037'FACE OF THE ABUTMENT AND 0.8 FOOT EAST OF THE WEST END, ABOUT
 KG0037'1.0 FOOT BELOW THE TRACK, SET IN THE TOP OF A BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0421 ***********************************************************************
 KF0421  DESIGNATION -  A 289
 KF0421  PID         -  KF0421
 KF0421  STATE/COUNTY-  KS/CLAY
 KF0421  USGS QUAD   -  LONGFORD (1965)
 KF0421
 KF0421                         *CURRENT SURVEY CONTROL
 KF0421  ___________________________________________________________________
 KF0421* NAD 83(1986)-  39 13 22.     (N)    097 20 18.     (W)     SCALED    
 KF0421* NAVD 88     -       393.171  (meters)    1289.93   (feet)  ADJUSTED  
 KF0421  ___________________________________________________________________
 KF0421  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 KF0421  DYNAMIC HT  -         392.935 (meters)    1289.15  (feet)  COMP
 KF0421  MODELED GRAV-     980,016.1   (mgal)                       NAVD 88
 KF0421
 KF0421  VERT ORDER  -  FIRST     CLASS II
 KF0421
 KF0421.The horizontal coordinates were scaled from a topographic map and have
 KF0421.an estimated accuracy of +/- 6 seconds.
 KF0421
 KF0421.The orthometric height was determined by differential leveling
 KF0421.and adjusted by the National Geodetic Survey in June 1991..
 KF0421
 KF0421.The geoid height was determined by GEOID03.
 KF0421
 KF0421.The dynamic height is computed by dividing the NAVD 88
 KF0421.geopotential number by the normal gravity value computed on the
 KF0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0421.degrees latitude (g = 980.6199 gals.).
 KF0421
 KF0421.The modeled gravity was interpolated from observed gravity values.
 KF0421
 KF0421;                    North         East    Units  Estimated Accuracy
 KF0421;SPC KS N     -    98,950.      457,140.      MT  (+/- 180 meters Scaled)
 KF0421
 KF0421                          SUPERSEDED SURVEY CONTROL
 KF0421
 KF0421  NGVD 29 (??/??/92)  393.073  (m)         1289.61   (f) ADJ UNCH    1 2
 KF0421
 KF0421.Superseded values are not recommended for survey control.
 KF0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0421.See file dsdata.txt to determine how the superseded data were derived.
 KF0421
 KF0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ434428(NAD 83)
 KF0421_MARKER: DB = BENCH MARK DISK
 KF0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0421_STAMPING: A 289 1947
 KF0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0421+STABILITY: SURFACE MOTION
 KF0421
 KF0421  HISTORY     - Date     Condition        Report By
 KF0421  HISTORY     - 1947     MONUMENTED       CGS
 KF0421
 KF0421                          STATION DESCRIPTION
 KF0421
 KF0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0421'1.7 MI S FROM OAK HILL.
 KF0421'1.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0421'FROM THE STATION AT OAK HILL, 57.4 FEET WEST OF THE WEST RAIL
 KF0421'OF THE TRACK, 57.9 FEET NORTHWEST OF MILEPOST 82, 11.3 FEET
 KF0421'WEST OF A FENCE, 18.3 FEET SOUTHWEST OF A 3-WAY FENCE CORNER
 KF0421'POST, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF
 KF0421'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0447 ***********************************************************************
 JG0447  DESIGNATION -  A 29
 JG0447  PID         -  JG0447
 JG0447  STATE/COUNTY-  KS/PAWNEE
 JG0447  USGS QUAD   -  SANFORD (1970)
 JG0447
 JG0447                         *CURRENT SURVEY CONTROL
 JG0447  ___________________________________________________________________
 JG0447* NAD 83(1986)-  38 10 36.     (N)    099 17 41.     (W)     SCALED    
 JG0447* NAVD 88     -       624.334  (meters)    2048.34   (feet)  ADJUSTED  
 JG0447  ___________________________________________________________________
 JG0447  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0447  DYNAMIC HT  -         623.843 (meters)    2046.72  (feet)  COMP
 JG0447  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 JG0447
 JG0447  VERT ORDER  -  SECOND    CLASS 0
 JG0447
 JG0447.The horizontal coordinates were scaled from a topographic map and have
 JG0447.an estimated accuracy of +/- 6 seconds.
 JG0447
 JG0447.The orthometric height was determined by differential leveling
 JG0447.and adjusted by the National Geodetic Survey in June 1991..
 JG0447
 JG0447.The geoid height was determined by GEOID03.
 JG0447
 JG0447.The dynamic height is computed by dividing the NAVD 88
 JG0447.geopotential number by the normal gravity value computed on the
 JG0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0447.degrees latitude (g = 980.6199 gals.).
 JG0447
 JG0447.The modeled gravity was interpolated from observed gravity values.
 JG0447
 JG0447;                    North         East    Units  Estimated Accuracy
 JG0447;SPC KS S     -   567,890.      330,370.      MT  (+/- 180 meters Scaled)
 JG0447
 JG0447                          SUPERSEDED SURVEY CONTROL
 JG0447
 JG0447  NGVD 29 (??/??/92)  624.151  (m)         2047.74   (f) ADJ UNCH    2 0
 JG0447
 JG0447.Superseded values are not recommended for survey control.
 JG0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0447.See file dsdata.txt to determine how the superseded data were derived.
 JG0447
 JG0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH741254(NAD 83)
 JG0447_MARKER: DB = BENCH MARK DISK
 JG0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0447_STAMPING: A 29 1934
 JG0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0447+STABILITY: SURFACE MOTION
 JG0447
 JG0447  HISTORY     - Date     Condition        Report By
 JG0447  HISTORY     - 1934     MONUMENTED       CGS
 JG0447
 JG0447                          STATION DESCRIPTION
 JG0447
 JG0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0447'1 MI E FROM SANFORD.
 JG0447'1 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 JG0447'SANFORD, PAWNEE COUNTY, ABOUT 530 FEET WEST OF MILEPOST 11, 47
 JG0447'FEET SOUTHWEST OF THE CENTER OF A COUNTY ROAD CROSSING, 44 FEET
 JG0447'SOUTH OF THE CENTERLINE OF THE TRACK, AND 28 FEET WEST OF THE
 JG0447'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A 29 1934 AND
 JG0447'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0483 ***********************************************************************
 JF0483  DESIGNATION -  A 290
 JF0483  PID         -  JF0483
 JF0483  STATE/COUNTY-  KS/DICKINSON
 JF0483  USGS QUAD   -  ABILENE (1979)
 JF0483
 JF0483                         *CURRENT SURVEY CONTROL
 JF0483  ___________________________________________________________________
 JF0483* NAD 83(1986)-  38 54 27.     (N)    097 13 58.     (W)     SCALED    
 JF0483* NAVD 88     -       350.274  (meters)    1149.19   (feet)  ADJUSTED  
 JF0483  ___________________________________________________________________
 JF0483  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 JF0483  DYNAMIC HT  -         350.033 (meters)    1148.40  (feet)  COMP
 JF0483  MODELED GRAV-     979,929.4   (mgal)                       NAVD 88
 JF0483
 JF0483  VERT ORDER  -  FIRST     CLASS II
 JF0483
 JF0483.This mark is at Abilene Municipal Airport (K78)
 JF0483
 JF0483.The horizontal coordinates were scaled from a topographic map and have
 JF0483.an estimated accuracy of +/- 6 seconds.
 JF0483
 JF0483.The orthometric height was determined by differential leveling
 JF0483.and adjusted by the National Geodetic Survey in June 1991..
 JF0483
 JF0483.The geoid height was determined by GEOID03.
 JF0483
 JF0483.The dynamic height is computed by dividing the NAVD 88
 JF0483.geopotential number by the normal gravity value computed on the
 JF0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0483.degrees latitude (g = 980.6199 gals.).
 JF0483
 JF0483.The modeled gravity was interpolated from observed gravity values.
 JF0483
 JF0483;                    North         East    Units  Estimated Accuracy
 JF0483;SPC KS N     -    64,020.      466,550.      MT  (+/- 180 meters Scaled)
 JF0483
 JF0483                          SUPERSEDED SURVEY CONTROL
 JF0483
 JF0483  NGVD 29 (??/??/92)  350.166  (m)         1148.84   (f) ADJ UNCH    1 2
 JF0483
 JF0483.Superseded values are not recommended for survey control.
 JF0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0483.See file dsdata.txt to determine how the superseded data were derived.
 JF0483
 JF0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ532079(NAD 83)
 JF0483_MARKER: DB = BENCH MARK DISK
 JF0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0483_STAMPING: A 290 1947
 JF0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0483+STABILITY: SURFACE MOTION
 JF0483
 JF0483  HISTORY     - Date     Condition        Report By
 JF0483  HISTORY     - 1947     MONUMENTED       CGS
 JF0483  HISTORY     - 1964     POOR             NGS
 JF0483  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0483
 JF0483                          STATION DESCRIPTION
 JF0483
 JF0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0483'AT ABILENE.
 JF0483'AT ABILENE, 1.0 MILE WEST ALONG THE UNION PACIFIC RAILROAD
 JF0483'FROM THE STATION, THENCE SOUTH 0.4 MILE ALONG A GRAVELED ROAD,
 JF0483'AT THE ABILENE AIRPORT, NEAR THE MAIN ENTRANCE, BETWEEN THE
 JF0483'OFFICE AND A SECTION LINE ROAD, 57.0 FEET SOUTH OF THE CENTER
 JF0483'LINE OF THE ENTRANCE DRIVE, 86.0 FEET EAST OF THE NORTHEAST
 JF0483'CORNER OF THE OFFICE BUILDING, 4.0 FEET NORTHEAST OF A POLE,
 JF0483'1.7 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 JF0483'POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
 JF0483
 JF0483                          STATION RECOVERY (1964)
 JF0483
 JF0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JF0483'MARK RECOVERED IN POOR CONDITION.
 JF0483
 JF0483                          STATION RECOVERY (1986)
 JF0483
 JF0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0970 ***********************************************************************
 JF0970  DESIGNATION -  A 291
 JF0970  PID         -  JF0970
 JF0970  STATE/COUNTY-  KS/SALINE
 JF0970  USGS QUAD   -  SALINA SW (1978)
 JF0970
 JF0970                         *CURRENT SURVEY CONTROL
 JF0970  ___________________________________________________________________
 JF0970* NAD 83(1986)-  38 50 21.     (N)    097 38 36.     (W)     SCALED    
 JF0970* NAVD 88     -       374.327  (meters)    1228.10   (feet)  ADJUSTED  
 JF0970  ___________________________________________________________________
 JF0970  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF0970  DYNAMIC HT  -         374.075 (meters)    1227.28  (feet)  COMP
 JF0970  MODELED GRAV-     979,944.3   (mgal)                       NAVD 88
 JF0970
 JF0970  VERT ORDER  -  FIRST     CLASS II
 JF0970
 JF0970.The horizontal coordinates were scaled from a topographic map and have
 JF0970.an estimated accuracy of +/- 6 seconds.
 JF0970
 JF0970.The orthometric height was determined by differential leveling
 JF0970.and adjusted by the National Geodetic Survey in June 1991..
 JF0970
 JF0970.The geoid height was determined by GEOID03.
 JF0970
 JF0970.The dynamic height is computed by dividing the NAVD 88
 JF0970.geopotential number by the normal gravity value computed on the
 JF0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0970.degrees latitude (g = 980.6199 gals.).
 JF0970
 JF0970.The modeled gravity was interpolated from observed gravity values.
 JF0970
 JF0970;                    North         East    Units  Estimated Accuracy
 JF0970;SPC KS N     -    56,210.      430,970.      MT  (+/- 180 meters Scaled)
 JF0970
 JF0970                          SUPERSEDED SURVEY CONTROL
 JF0970
 JF0970  NGVD 29 (??/??/92)  374.235  (m)         1227.80   (f) ADJ UNCH    1 2
 JF0970
 JF0970.Superseded values are not recommended for survey control.
 JF0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0970.See file dsdata.txt to determine how the superseded data were derived.
 JF0970
 JF0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH177998(NAD 83)
 JF0970_MARKER: DB = BENCH MARK DISK
 JF0970_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0970_SP_SET: BRIDGE
 JF0970_STAMPING: A 291 1952
 JF0970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0970
 JF0970  HISTORY     - Date     Condition        Report By
 JF0970  HISTORY     - 1952     MONUMENTED       CGS
 JF0970  HISTORY     - 1970     GOOD             NGS
 JF0970  HISTORY     - 1983     GOOD             KSDT
 JF0970
 JF0970                          STATION DESCRIPTION
 JF0970
 JF0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0970'1.5 MI W FROM SALINA.
 JF0970'ABOUT 1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0970'STATION AT SALINA, ABOUT 0.1 MILE EAST OF THE RAILROAD UNDERPASS
 JF0970'FOR INTERSTATE HIGHWAY 35W, ABOUT 0.1 MILE WEST OF MILEPOST 188,
 JF0970'SET IN THE TOP OF THE WING WALL AT THE SOUTHEAST CORNER OF A
 JF0970'36-FOOT CONCRETE BRIDGE UNDER AN ABANDONED PAVED ROAD THAT PARALLELS
 JF0970'THE NORTH SIDE OF THE TRACK, 63 1/2 FEET NORTH OF THE NORTH RAIL,
 JF0970'AND ABOUT LEVEL WITH THE TRACK.  SEC 15, T 14S, R 3 W
 JF0970
 JF0970                          STATION RECOVERY (1983)
 JF0970
 JF0970'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983
 JF0970'EXCEPT: US 40 HAS BEEN RELOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1311 ***********************************************************************
 JF1311  DESIGNATION -  A 292 RESET
 JF1311  PID         -  JF1311
 JF1311  STATE/COUNTY-  KS/SALINE
 JF1311  USGS QUAD   -  SALINA (1978)
 JF1311
 JF1311                         *CURRENT SURVEY CONTROL
 JF1311  ___________________________________________________________________
 JF1311* NAD 83(1986)-  38 48 50.     (N)    097 36 30.     (W)     SCALED    
 JF1311* NAVD 88     -       375.795  (meters)    1232.92   (feet)  ADJUSTED  
 JF1311  ___________________________________________________________________
 JF1311  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 JF1311  DYNAMIC HT  -         375.542 (meters)    1232.09  (feet)  COMP
 JF1311  MODELED GRAV-     979,943.9   (mgal)                       NAVD 88
 JF1311
 JF1311  VERT ORDER  -  FIRST     CLASS II
 JF1311
 JF1311.The horizontal coordinates were scaled from a topographic map and have
 JF1311.an estimated accuracy of +/- 6 seconds.
 JF1311
 JF1311.The orthometric height was determined by differential leveling
 JF1311.and adjusted by the National Geodetic Survey in June 1991..
 JF1311
 JF1311.The geoid height was determined by GEOID03.
 JF1311
 JF1311.The dynamic height is computed by dividing the NAVD 88
 JF1311.geopotential number by the normal gravity value computed on the
 JF1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1311.degrees latitude (g = 980.6199 gals.).
 JF1311
 JF1311.The modeled gravity was interpolated from observed gravity values.
 JF1311
 JF1311;                    North         East    Units  Estimated Accuracy
 JF1311;SPC KS N     -    53,420.      434,020.      MT  (+/- 180 meters Scaled)
 JF1311
 JF1311                          SUPERSEDED SURVEY CONTROL
 JF1311
 JF1311.No superseded survey control is available for this station.
 JF1311
 JF1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH208970(NAD 83)
 JF1311_MARKER: DB = BENCH MARK DISK
 JF1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1311_SP_SET: CONCRETE POST
 JF1311_STAMPING: A 292 RESET 1979
 JF1311_MARK LOGO: NGS   
 JF1311_PROJECTION: FLUSH
 JF1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1311+STABILITY: SURFACE MOTION
 JF1311
 JF1311  HISTORY     - Date     Condition        Report By
 JF1311  HISTORY     - 1979     MONUMENTED       NGS
 JF1311  HISTORY     - 1986     GOOD             NGS
 JF1311
 JF1311                          STATION DESCRIPTION
 JF1311
 JF1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1311'IN SALINA.
 JF1311'IN SALINA, AT THE INTERSECTION OF SANTA FE AND CLAFLIN AVENUES, 91.5 M
 JF1311'(300.2 FT) EAST OF THE EXTENDED CENTER OF SANTA FE AVENUE, 60.2 M
 JF1311'(197.5 FT) SOUTH OF THE CENTER OF CLAFLIN AVENUE, 45.4 M (148.9 FT)
 JF1311'SOUTHWEST OF A UTILITY POLE WITH A GUY WIRE, 27.9 M (91.5 FT)
 JF1311'SOUTHEAST OF THE NORTHEAST CORNER OF THE KANSAS WESLEYAN MEMORIAL
 JF1311'LIBRARY, AND 3.2 M (10.5 FT) SOUTH OF A SIDEWALK.
 JF1311'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0026 ***********************************************************************
 JG0026  DESIGNATION -  A 293
 JG0026  PID         -  JG0026
 JG0026  STATE/COUNTY-  KS/ELLSWORTH
 JG0026  USGS QUAD   -  CARNEIRO (1979)
 JG0026
 JG0026                         *CURRENT SURVEY CONTROL
 JG0026  ___________________________________________________________________
 JG0026* NAD 83(1986)-  38 43 49.     (N)    098 02 04.     (W)     SCALED    
 JG0026* NAVD 88     -       471.961  (meters)    1548.43   (feet)  ADJUSTED  
 JG0026  ___________________________________________________________________
 JG0026  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 JG0026  DYNAMIC HT  -         471.626 (meters)    1547.33  (feet)  COMP
 JG0026  MODELED GRAV-     979,903.7   (mgal)                       NAVD 88
 JG0026
 JG0026  VERT ORDER  -  FIRST     CLASS II
 JG0026
 JG0026.The horizontal coordinates were scaled from a topographic map and have
 JG0026.an estimated accuracy of +/- 6 seconds.
 JG0026
 JG0026.The orthometric height was determined by differential leveling
 JG0026.and adjusted by the National Geodetic Survey in June 1991..
 JG0026
 JG0026.The geoid height was determined by GEOID03.
 JG0026
 JG0026.The dynamic height is computed by dividing the NAVD 88
 JG0026.geopotential number by the normal gravity value computed on the
 JG0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0026.degrees latitude (g = 980.6199 gals.).
 JG0026
 JG0026.The modeled gravity was interpolated from observed gravity values.
 JG0026
 JG0026;                    North         East    Units  Estimated Accuracy
 JG0026;SPC KS N     -    44,070.      397,010.      MT  (+/- 180 meters Scaled)
 JG0026
 JG0026                          SUPERSEDED SURVEY CONTROL
 JG0026
 JG0026  NGVD 29 (??/??/92)  471.838  (m)         1548.02   (f) ADJ UNCH    1 2
 JG0026
 JG0026.Superseded values are not recommended for survey control.
 JG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0026.See file dsdata.txt to determine how the superseded data were derived.
 JG0026
 JG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH839872(NAD 83)
 JG0026_MARKER: DB = BENCH MARK DISK
 JG0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0026_SP_SET: BRIDGE ABUTMENT
 JG0026_STAMPING: A 293 1952
 JG0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0026
 JG0026  HISTORY     - Date     Condition        Report By
 JG0026  HISTORY     - 1952     MONUMENTED       CGS
 JG0026  HISTORY     - 1961     GOOD             NGS
 JG0026
 JG0026                          STATION DESCRIPTION
 JG0026
 JG0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0026'7.1 MI NE FROM KANOPOLIS.
 JG0026'7.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0026'STATION AT KANOPOLIS, 3 POLES SOUTHWEST OF MILEPOST 212, 6.6 FEET
 JG0026'SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET BELOW THE TOP OF THE
 JG0026'RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 JG0026'ABUTMENT OF BRIDGE 212.08.
 JG0026
 JG0026                          STATION RECOVERY (1961)
 JG0026
 JG0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JG0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0799 ***********************************************************************
 JF0799  DESIGNATION -  A 294
 JF0799  PID         -  JF0799
 JF0799  STATE/COUNTY-  KS/MCPHERSON
 JF0799  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0799
 JF0799                         *CURRENT SURVEY CONTROL
 JF0799  ___________________________________________________________________
 JF0799* NAD 83(1986)-  38 26 57.     (N)    097 40 27.     (W)     SCALED    
 JF0799* NAVD 88     -       460.102  (meters)    1509.52   (feet)  ADJUSTED  
 JF0799  ___________________________________________________________________
 JF0799  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 JF0799  DYNAMIC HT  -         459.771 (meters)    1508.43  (feet)  COMP
 JF0799  MODELED GRAV-     979,896.7   (mgal)                       NAVD 88
 JF0799
 JF0799  VERT ORDER  -  FIRST     CLASS II
 JF0799
 JF0799.The horizontal coordinates were scaled from a topographic map and have
 JF0799.an estimated accuracy of +/- 6 seconds.
 JF0799
 JF0799.The orthometric height was determined by differential leveling
 JF0799.and adjusted by the National Geodetic Survey in June 1991..
 JF0799.WARNING-Repeat measurements at this control monument indicate possible
 JF0799.vertical movement.
 JF0799
 JF0799.The geoid height was determined by GEOID03.
 JF0799
 JF0799.The dynamic height is computed by dividing the NAVD 88
 JF0799.geopotential number by the normal gravity value computed on the
 JF0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0799.degrees latitude (g = 980.6199 gals.).
 JF0799
 JF0799.The modeled gravity was interpolated from observed gravity values.
 JF0799
 JF0799;                    North         East    Units  Estimated Accuracy
 JF0799;SPC KS S     -   598,160.      472,090.      MT  (+/- 180 meters Scaled)
 JF0799
 JF0799                          SUPERSEDED SURVEY CONTROL
 JF0799
 JF0799  NGVD 29 (??/??/92)  459.908  (m)         1508.88   (f) ADJ UNCH    1 2
 JF0799
 JF0799.Superseded values are not recommended for survey control.
 JF0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0799.See file dsdata.txt to determine how the superseded data were derived.
 JF0799
 JF0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH156564(NAD 83)
 JF0799_MARKER: DB = BENCH MARK DISK
 JF0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0799_SP_SET: CONCRETE POST
 JF0799_STAMPING: A 294 1952
 JF0799_MARK LOGO: CGS   
 JF0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0799+STABILITY: SURFACE MOTION
 JF0799
 JF0799  HISTORY     - Date     Condition        Report By
 JF0799  HISTORY     - 1952     MONUMENTED       CGS
 JF0799  HISTORY     - 1970     GOOD             NGS
 JF0799  HISTORY     - 1986     GOOD             NGS
 JF0799
 JF0799                          STATION DESCRIPTION
 JF0799
 JF0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0799'5.7 MI N FROM MC PHERSON.
 JF0799'ABOUT 5.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0799'STATION AT MC PHERSON, ABOUT 0.3 MILE NORTH OF MILEPOST 30, 57
 JF0799'FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 JF0799'NEW GOTTLAND ROAD, WHICH IS COUNTY ROAD 448, 28 FEET EAST OF THE
 JF0799'EAST RAIL, 43 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET
 JF0799'NORTH OF A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE, 1.7 FEET
 JF0799'SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 JF0799'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JF0799'0.5 FOOT.  SEC 29, T18S, R3W.
 JF0799
 JF0799                          STATION RECOVERY (1986)
 JF0799
 JF0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0799'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS. 10.9 KM (6.75
 JF0799'MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF0799'THE SOUTHERN PACIFIC RAILROAD IN MCPHERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0058 ***********************************************************************
 JG0058  DESIGNATION -  A 295
 JG0058  PID         -  JG0058
 JG0058  STATE/COUNTY-  KS/ELLSWORTH
 JG0058  USGS QUAD   -  WILSON (1979)
 JG0058
 JG0058                         *CURRENT SURVEY CONTROL
 JG0058  ___________________________________________________________________
 JG0058* NAD 83(1986)-  38 47 21.     (N)    098 24 03.     (W)     SCALED    
 JG0058* NAVD 88     -       496.942  (meters)    1630.38   (feet)  ADJUSTED  
 JG0058  ___________________________________________________________________
 JG0058  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 JG0058  DYNAMIC HT  -         496.597 (meters)    1629.25  (feet)  COMP
 JG0058  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 JG0058
 JG0058  VERT ORDER  -  FIRST     CLASS II
 JG0058
 JG0058.The horizontal coordinates were scaled from a topographic map and have
 JG0058.an estimated accuracy of +/- 6 seconds.
 JG0058
 JG0058.The orthometric height was determined by differential leveling
 JG0058.and adjusted by the National Geodetic Survey in June 1991..
 JG0058
 JG0058.The geoid height was determined by GEOID03.
 JG0058
 JG0058.The dynamic height is computed by dividing the NAVD 88
 JG0058.geopotential number by the normal gravity value computed on the
 JG0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0058.degrees latitude (g = 980.6199 gals.).
 JG0058
 JG0058.The modeled gravity was interpolated from observed gravity values.
 JG0058
 JG0058;                    North         East    Units  Estimated Accuracy
 JG0058;SPC KS N     -    50,680.      365,180.      MT  (+/- 180 meters Scaled)
 JG0058
 JG0058                          SUPERSEDED SURVEY CONTROL
 JG0058
 JG0058  NGVD 29 (??/??/92)  496.780  (m)         1629.85   (f) ADJ UNCH    1 2
 JG0058
 JG0058.Superseded values are not recommended for survey control.
 JG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0058.See file dsdata.txt to determine how the superseded data were derived.
 JG0058
 JG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH520935(NAD 83)
 JG0058_MARKER: DB = BENCH MARK DISK
 JG0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0058_STAMPING: A 295 1952
 JG0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0058+STABILITY: SURFACE MOTION
 JG0058
 JG0058  HISTORY     - Date     Condition        Report By
 JG0058  HISTORY     - 1952     MONUMENTED       CGS
 JG0058
 JG0058                          STATION DESCRIPTION
 JG0058
 JG0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0058'3.1 MI W FROM BLACK WOLF.
 JG0058'3.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0058'AT BLACK WOLF, AT A PRIVATE ROAD CROSSING, 44.6 FEET NORTHEAST
 JG0058'OF THE NORTHEAST RAIL, 66 FEET NORTHWEST OF THE CENTER LINE OF A
 JG0058'PRIVATE ROAD, 17 FEET SOUTHEAST OF A TELEPHONE POLE, 1.4 FEET
 JG0058'SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET
 JG0058'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 JG0058'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0834 ***********************************************************************
 JF0834  DESIGNATION -  A 296
 JF0834  PID         -  JF0834
 JF0834  STATE/COUNTY-  KS/RENO
 JF0834  USGS QUAD   -  HUTCHINSON SE (1978)
 JF0834
 JF0834                         *CURRENT SURVEY CONTROL
 JF0834  ___________________________________________________________________
 JF0834* NAD 83(1986)-  38 04 17.     (N)    097 52 26.     (W)     SCALED    
 JF0834* NAVD 88     -       464.256  (meters)    1523.15   (feet)  POSTED    
 JF0834  ___________________________________________________________________
 JF0834  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 JF0834  DYNAMIC HT  -         463.900 (meters)    1521.98  (feet)  COMP
 JF0834  MODELED GRAV-     979,841.4   (mgal)                       NAVD 88
 JF0834
 JF0834  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JF0834
 JF0834.This mark is at Hutchinson Municipal Airport (HUT)
 JF0834
 JF0834.The horizontal coordinates were scaled from a topographic map and have
 JF0834.an estimated accuracy of +/- 6 seconds.
 JF0834
 JF0834.The orthometric height was determined by differential leveling
 JF0834.and adjusted by the National Geodetic Survey in 1992..
 JF0834.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JF0834.rate of 2.1 thru 3.0 mm/km.
 JF0834
 JF0834.The geoid height was determined by GEOID03.
 JF0834
 JF0834.The dynamic height is computed by dividing the NAVD 88
 JF0834.geopotential number by the normal gravity value computed on the
 JF0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0834.degrees latitude (g = 980.6199 gals.).
 JF0834
 JF0834.The modeled gravity was interpolated from observed gravity values.
 JF0834
 JF0834;                    North         East    Units  Estimated Accuracy
 JF0834;SPC KS S     -   556,090.      454,940.      MT  (+/- 180 meters Scaled)
 JF0834
 JF0834                          SUPERSEDED SURVEY CONTROL
 JF0834
 JF0834  NGVD 29 (??/??/92)  464.102  (m)         1522.64   (f) ADJ UNCH    1 2
 JF0834
 JF0834.Superseded values are not recommended for survey control.
 JF0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0834.See file dsdata.txt to determine how the superseded data were derived.
 JF0834
 JF0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH987143(NAD 83)
 JF0834_MARKER: DB = BENCH MARK DISK
 JF0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0834_STAMPING: A 296 1953
 JF0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0834+STABILITY: SURFACE MOTION
 JF0834
 JF0834  HISTORY     - Date     Condition        Report By
 JF0834  HISTORY     - 1953     MONUMENTED       CGS
 JF0834  HISTORY     - 1978     GOOD             NGS
 JF0834  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0834
 JF0834                          STATION DESCRIPTION
 JF0834
 JF0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0834'4.6 MI NE FROM HUTCHINSON.
 JF0834'3.5 MILES EAST ALONG U.S. HIGHWAY 50 S FROM ITS JUNCTION WITH
 JF0834'NORTH MAIN STREET AT HUTCHINSON, THENCE 1.1 MILES NORTH ALONG
 JF0834'A GRAVEL ROAD, 0.6 MILE NORTHWEST OF THE ADMINISTRATION
 JF0834'BUILDING AT THE HUTCHINSON MUNICIPAL AIRPORT, AT THE SOUTHWEST
 JF0834'EDGE OF THE AIRPORT, 48 FEET NORTHEAST OF THE CENTER LINE OF A
 JF0834'ROAD, 2.6 FEET SOUTHWEST OF A FENCE, 2.6 FEET NORTHWEST OF A
 JF0834'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JF0834'0.4 FOOT ABOVE THE GROUND.
 JF0834
 JF0834                          STATION RECOVERY (1978)
 JF0834
 JF0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 JF0834'RECOVERED IN GOOD CONDITION.
 JF0834
 JF0834                          STATION RECOVERY (1986)
 JF0834
 JF0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0834'THE CONCRETE POST WAS FOUND WITH ONLY THE STEM OF THE DISK REMAINING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0812 ***********************************************************************
 JF0812  DESIGNATION -  A 297
 JF0812  PID         -  JF0812
 JF0812  STATE/COUNTY-  KS/MCPHERSON
 JF0812  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0812
 JF0812                         *CURRENT SURVEY CONTROL
 JF0812  ___________________________________________________________________
 JF0812* NAD 83(1986)-  38 18 29.     (N)    097 42 52.     (W)     SCALED    
 JF0812* NAVD 88     -       453.283  (meters)    1487.15   (feet)  ADJUSTED  
 JF0812  ___________________________________________________________________
 JF0812  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF0812  DYNAMIC HT  -         452.950 (meters)    1486.05  (feet)  COMP
 JF0812  MODELED GRAV-     979,880.1   (mgal)                       NAVD 88
 JF0812
 JF0812  VERT ORDER  -  FIRST     CLASS II
 JF0812
 JF0812.The horizontal coordinates were scaled from a topographic map and have
 JF0812.an estimated accuracy of +/- 6 seconds.
 JF0812
 JF0812.The orthometric height was determined by differential leveling
 JF0812.and adjusted by the National Geodetic Survey in June 1991..
 JF0812
 JF0812.The geoid height was determined by GEOID03.
 JF0812
 JF0812.The dynamic height is computed by dividing the NAVD 88
 JF0812.geopotential number by the normal gravity value computed on the
 JF0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0812.degrees latitude (g = 980.6199 gals.).
 JF0812
 JF0812.The modeled gravity was interpolated from observed gravity values.
 JF0812
 JF0812;                    North         East    Units  Estimated Accuracy
 JF0812;SPC KS S     -   582,460.      468,700.      MT  (+/- 180 meters Scaled)
 JF0812
 JF0812                          SUPERSEDED SURVEY CONTROL
 JF0812
 JF0812  NGVD 29 (??/??/92)  453.134  (m)         1486.66   (f) ADJ UNCH    1 2
 JF0812
 JF0812.Superseded values are not recommended for survey control.
 JF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0812.See file dsdata.txt to determine how the superseded data were derived.
 JF0812
 JF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH123407(NAD 83)
 JF0812_MARKER: DB = BENCH MARK DISK
 JF0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0812_SP_SET: CONCRETE POST
 JF0812_STAMPING: A 297 1953
 JF0812_MARK LOGO: CGS   
 JF0812_PROJECTION: PROJECTING 5 CENTIMETERS
 JF0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0812+STABILITY: SURFACE MOTION
 JF0812
 JF0812  HISTORY     - Date     Condition        Report By
 JF0812  HISTORY     - 1953     MONUMENTED       CGS
 JF0812  HISTORY     - 1986     GOOD             NGS
 JF0812
 JF0812                          STATION DESCRIPTION
 JF0812
 JF0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0812'6.3 MI SW FROM MC PHERSON.
 JF0812'6.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0812'RAILROAD FROM THE STATION AT MC PHERSON, ACROSS THE TRACK FROM
 JF0812'MILEPOST 223, 43.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.5 FEET
 JF0812'SOUTHWEST OF A WITNESS POST, 1.0 MILE NORTHEAST OF BENCH MARK
 JF0812'G 297, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 JF0812'FOOT ABOVE THE GROUND.
 JF0812
 JF0812                          STATION RECOVERY (1986)
 JF0812
 JF0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0812'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.9 KM (3.65
 JF0812'MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 JF0812'JUNCTION WITH THE UNION PACIFIC RAILROAD IN MCPHERSON, 45.0 M (147.6
 JF0812'FT) SOUTHWEST OF AN UNDERGROUND PIPELINE WARNING MARKER, 33.0 M (108.3
 JF0812'FT) SOUTH OF AN UNDERGROUND PIPELINE WARNING MARKER, AND 13.2 M (43.3
 JF0812'FT) SOUTHEAST OF THE NEAR RAIL.
 JF0812'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JF0812'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0406 ***********************************************************************
 JH0406  DESIGNATION -  A 298 RESET
 JH0406  PID         -  JH0406
 JH0406  STATE/COUNTY-  KS/WALLACE
 JH0406  USGS QUAD   -  WESKAN (1979)
 JH0406
 JH0406                         *CURRENT SURVEY CONTROL
 JH0406  ___________________________________________________________________
 JH0406* NAD 83(1986)-  38 52 08.     (N)    101 58 05.     (W)     SCALED    
 JH0406* NAVD 88     -      1171.62   (meters)    3843.9    (feet)  RESET     
 JH0406  ___________________________________________________________________
 JH0406  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 JH0406
 JH0406  VERT ORDER  -  THIRD
 JH0406
 JH0406.The horizontal coordinates were scaled from a topographic map and have
 JH0406.an estimated accuracy of +/- 6 seconds.
 JH0406
 JH0406.The orthometric height was computed from unverified reset data.
 JH0406
 JH0406.The geoid height was determined by GEOID03.
 JH0406
 JH0406;                    North         East    Units  Estimated Accuracy
 JH0406;SPC KS N     -    67,000.       55,750.      MT  (+/- 180 meters Scaled)
 JH0406
 JH0406                          SUPERSEDED SURVEY CONTROL
 JH0406
 JH0406.No superseded survey control is available for this station.
 JH0406
 JH0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ424064(NAD 83)
 JH0406_MARKER: DB = BENCH MARK DISK
 JH0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0406_STAMPING: A 298 RESET 1967
 JH0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0406+STABILITY: SURFACE MOTION
 JH0406
 JH0406  HISTORY     - Date     Condition        Report By
 JH0406  HISTORY     - 1967     MONUMENTED       CGS
 JH0406
 JH0406                          STATION DESCRIPTION
 JH0406
 JH0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JH0406'AT WESKAN.
 JH0406'AT WESKAN, 192 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JH0406'UNION PACIFIC RAILROAD STATION, 104 FEET NORTH OF THE CENTERLINE
 JH0406'OF U.S. HIGHWAY 40, 4 FEET WEST OF A TELEPHONE POLE, 1.5 FEET
 JH0406'EAST OF A METAL WITNESS POST, 60 FEET SOUTH OF THE SOUTH RAIL
 JH0406'OF RAILROAD TRACK, AND SET IN THE TOP OF A ROUND CONCRETE POST
 JH0406'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0194 ***********************************************************************
 JH0194  DESIGNATION -  A 299
 JH0194  PID         -  JH0194
 JH0194  STATE/COUNTY-  KS/LOGAN
 JH0194  USGS QUAD   -  MOUTH OF LAKE CREEK (1969)
 JH0194
 JH0194                         *CURRENT SURVEY CONTROL
 JH0194  ___________________________________________________________________
 JH0194* NAD 83(1986)-  38 57 26.     (N)    101 28 28.     (W)     SCALED    
 JH0194* NAVD 88     -       984.500  (meters)    3229.98   (feet)  ADJUSTED  
 JH0194  ___________________________________________________________________
 JH0194  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 JH0194  DYNAMIC HT  -         983.670 (meters)    3227.26  (feet)  COMP
 JH0194  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 JH0194
 JH0194  VERT ORDER  -  FIRST     CLASS II
 JH0194
 JH0194.The horizontal coordinates were scaled from a topographic map and have
 JH0194.an estimated accuracy of +/- 6 seconds.
 JH0194
 JH0194.The orthometric height was determined by differential leveling
 JH0194.and adjusted by the National Geodetic Survey in June 1991..
 JH0194
 JH0194.The geoid height was determined by GEOID03.
 JH0194
 JH0194.The dynamic height is computed by dividing the NAVD 88
 JH0194.geopotential number by the normal gravity value computed on the
 JH0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0194.degrees latitude (g = 980.6199 gals.).
 JH0194
 JH0194.The modeled gravity was interpolated from observed gravity values.
 JH0194
 JH0194;                    North         East    Units  Estimated Accuracy
 JH0194;SPC KS N     -    75,040.       98,920.      MT  (+/- 180 meters Scaled)
 JH0194
 JH0194                          SUPERSEDED SURVEY CONTROL
 JH0194
 JH0194  NGVD 29 (??/??/92)  984.108  (m)         3228.69   (f) ADJ UNCH    1 2
 JH0194
 JH0194.Superseded values are not recommended for survey control.
 JH0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0194.See file dsdata.txt to determine how the superseded data were derived.
 JH0194
 JH0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ855149(NAD 83)
 JH0194_MARKER: DB = BENCH MARK DISK
 JH0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0194_STAMPING: A 299 1952
 JH0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0194+STABILITY: SURFACE MOTION
 JH0194
 JH0194  HISTORY     - Date     Condition        Report By
 JH0194  HISTORY     - 1952     MONUMENTED       CGS
 JH0194
 JH0194                          STATION DESCRIPTION
 JH0194
 JH0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0194'5.4 MI SW FROM MC ALLASTER.
 JH0194'5.45 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 JH0194'THE STATION AT MC ALLASTER, 0.55 MILE NORTHEAST OF THE LOGAN
 JH0194'AND WALLACE COUNTY LINE, 2 POLES NORTHEAST OF MILEPOST 414,
 JH0194'105 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 40, 63
 JH0194'FEET NORTHWEST OF A FENCE, 60 FEET SOUTHEAST OF THE SOUTHEAST
 JH0194'RAIL, 8.6 FEET NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A
 JH0194'ROW OF POLES, 1.4 FEET SOUTHEAST OF A WITNESS POST, 1.1 MILES
 JH0194'NORTHEAST OF BENCH MARK P 5, SET IN THE TOP OF A CONCRETE POST
 JH0194'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0345 ***********************************************************************
 KG0345  DESIGNATION -  A 300
 KG0345  PID         -  KG0345
 KG0345  STATE/COUNTY-  KS/TREGO
 KG0345  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0345
 KG0345                         *CURRENT SURVEY CONTROL
 KG0345  ___________________________________________________________________
 KG0345* NAD 83(1986)-  39 01 48.     (N)    099 56 42.     (W)     SCALED    
 KG0345* NAVD 88     -       756.322  (meters)    2481.37   (feet)  ADJUSTED  
 KG0345  ___________________________________________________________________
 KG0345  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 KG0345  DYNAMIC HT  -         755.750 (meters)    2479.49  (feet)  COMP
 KG0345  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 KG0345
 KG0345  VERT ORDER  -  FIRST     CLASS II
 KG0345
 KG0345.The horizontal coordinates were scaled from a topographic map and have
 KG0345.an estimated accuracy of +/- 6 seconds.
 KG0345
 KG0345.The orthometric height was determined by differential leveling
 KG0345.and adjusted by the National Geodetic Survey in June 1991..
 KG0345
 KG0345.The geoid height was determined by GEOID03.
 KG0345
 KG0345.The dynamic height is computed by dividing the NAVD 88
 KG0345.geopotential number by the normal gravity value computed on the
 KG0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0345.degrees latitude (g = 980.6199 gals.).
 KG0345
 KG0345.The modeled gravity was interpolated from observed gravity values.
 KG0345
 KG0345;                    North         East    Units  Estimated Accuracy
 KG0345;SPC KS N     -    79,150.      231,600.      MT  (+/- 180 meters Scaled)
 KG0345
 KG0345                          SUPERSEDED SURVEY CONTROL
 KG0345
 KG0345  NGVD 29 (02/14/92)  756.016  (m)         2480.36   (f) ADJUSTED    1 2
 KG0345
 KG0345.Superseded values are not recommended for survey control.
 KG0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0345.See file dsdata.txt to determine how the superseded data were derived.
 KG0345
 KG0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ182205(NAD 83)
 KG0345_MARKER: DB = BENCH MARK DISK
 KG0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0345_SP_SET: CONCRETE POST
 KG0345_STAMPING: A 300 1952
 KG0345_MARK LOGO: CGS   
 KG0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0345+STABILITY: SURFACE MOTION
 KG0345
 KG0345  HISTORY     - Date     Condition        Report By
 KG0345  HISTORY     - 1952     MONUMENTED       CGS
 KG0345  HISTORY     - 1963     GOOD             NGS
 KG0345  HISTORY     - 1966     GOOD             NGS
 KG0345  HISTORY     - 1986     GOOD             NGS
 KG0345  HISTORY     - 20060524 GOOD             GEOCAC
 KG0345
 KG0345                          STATION DESCRIPTION
 KG0345
 KG0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KG0345'3.5 MI W FROM WAKEENEY.
 KG0345'3.5 MILES WEST ALONG OLD U.S. HIGHWAY 40 FROM ITS INTERSECTION
 KG0345'WITH MAIN STREET IN WAKEENEY, 193 FEET EAST OF THE CENTERLINE
 KG0345'OF A DIRT ROAD LEADING SOUTH FROM THE HIGHWAY, 42 FEET SOUTH
 KG0345'OF THE CENTERLINE OF OLD U.S. HIGHWAY 40, 37 FEET EAST OF THE
 KG0345'1ST POWER POLE EAST OF A DIRT ROAD GOING SOUTH, 2.5 FEET SOUTH
 KG0345'OF A WHITE WITNESS POST, AND 1 FOOT EAST OF A NEW STEEL WITNESS
 KG0345'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED A
 KG0345'300 1952.
 KG0345
 KG0345                          STATION RECOVERY (1966)
 KG0345
 KG0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KG0345'RECOVERED IN GOOD CONDITION.
 KG0345
 KG0345                          STATION RECOVERY (1986)
 KG0345
 KG0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0345'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE EXCEPT
 KG0345'A NEW WITNESS POST WAS ADDED.
 KG0345'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KG0345
 KG0345                          STATION RECOVERY (2006)
 KG0345
 KG0345'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0345'HANDHELD COORDINATES ARE N39-01-48.90 W099-56-42.12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0094 ***********************************************************************
 KH0094  DESIGNATION -  A 301
 KH0094  PID         -  KH0094
 KH0094  STATE/COUNTY-  KS/GOVE
 KH0094  USGS QUAD   -  PARK (1979)
 KH0094
 KH0094                         *CURRENT SURVEY CONTROL
 KH0094  ___________________________________________________________________
 KH0094* NAD 83(1986)-  39 06 33.     (N)    100 21 57.     (W)     SCALED    
 KH0094* NAVD 88     -       837.180  (meters)    2746.65   (feet)  ADJUSTED  
 KH0094  ___________________________________________________________________
 KH0094  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 KH0094  DYNAMIC HT  -         836.535 (meters)    2744.53  (feet)  COMP
 KH0094  MODELED GRAV-     979,829.5   (mgal)                       NAVD 88
 KH0094
 KH0094  VERT ORDER  -  FIRST     CLASS II
 KH0094
 KH0094.The horizontal coordinates were scaled from a topographic map and have
 KH0094.an estimated accuracy of +/- 6 seconds.
 KH0094
 KH0094.The orthometric height was determined by differential leveling
 KH0094.and adjusted by the National Geodetic Survey in June 1991..
 KH0094
 KH0094.The geoid height was determined by GEOID03.
 KH0094
 KH0094.The dynamic height is computed by dividing the NAVD 88
 KH0094.geopotential number by the normal gravity value computed on the
 KH0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0094.degrees latitude (g = 980.6199 gals.).
 KH0094
 KH0094.The modeled gravity was interpolated from observed gravity values.
 KH0094
 KH0094;                    North         East    Units  Estimated Accuracy
 KH0094;SPC KS N     -    88,800.      195,400.      MT  (+/- 180 meters Scaled)
 KH0094
 KH0094                          SUPERSEDED SURVEY CONTROL
 KH0094
 KH0094  NGVD 29 (02/14/92)  836.860  (m)         2745.60   (f) ADJUSTED    1 2
 KH0094
 KH0094.Superseded values are not recommended for survey control.
 KH0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0094.See file dsdata.txt to determine how the superseded data were derived.
 KH0094
 KH0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ819297(NAD 83)
 KH0094_MARKER: DB = BENCH MARK DISK
 KH0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0094_SP_SET: CONCRETE POST
 KH0094_STAMPING: A 301 1952
 KH0094_MARK LOGO: CGS   
 KH0094_PROJECTION: FLUSH
 KH0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0094+STABILITY: SURFACE MOTION
 KH0094
 KH0094  HISTORY     - Date     Condition        Report By
 KH0094  HISTORY     - 1952     MONUMENTED       CGS
 KH0094  HISTORY     - 1986     GOOD             NGS
 KH0094
 KH0094                          STATION DESCRIPTION
 KH0094
 KH0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0094'AT BUFFALO PARK.
 KH0094'AT BUFFALO PARK, 113.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KH0094'OF THE UNION PACIFIC RAILROAD STATION, 69 FEET NORTH OF THE
 KH0094'CENTER LINE OF U.S. HIGHWAY 40, 79.7 FEET SOUTH OF THE SOUTHEAST
 KH0094'CORNER OF A PUMP HOUSE, 65 FEET SOUTH OF THE SOUTH RAIL OF THE
 KH0094'MAIN TRACK OF THE UNION PACIFIC RAILROAD, 7 FEET EAST OF A
 KH0094'TELEPHONE POLE, 2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 KH0094'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 KH0094
 KH0094                          STATION RECOVERY (1986)
 KH0094
 KH0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0094'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.22 KM (0.13
 KH0094'MI) WEST ALONG OLD US HIGHWAY 40 FROM THE PARK GRAIN COMPANY ELEVATORS
 KH0094'IN PARK, ACROSS THE HIGHWAY FROM THE T JUNCTION OF A DIRT ROAD LEADING
 KH0094'SOUTH TO A FARM HOUSE, 21.0 METERS (69 FT) NORTH OF THE HIGHWAY
 KH0094'CENTERLINE, 19.8 METERS (65 FT) SOUTH OF THE SOUTH RAIL OF THE MAIN
 KH0094'SET OF TRACKS OF THE UNION PACIFIC RAILROAD, 7.1 METERS (23.5 FT) EAST
 KH0094'OF THE EXTENDED CENTER OF THE ROAD AND 4.8 METERS (16 FT) EAST OF A
 KH0094'POWER POLE.
 KH0094'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KH0094'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0158 ***********************************************************************
 KH0158  DESIGNATION -  A 302
 KH0158  PID         -  KH0158
 KH0158  STATE/COUNTY-  KS/LOGAN
 KH0158  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0158
 KH0158                         *CURRENT SURVEY CONTROL
 KH0158  ___________________________________________________________________
 KH0158* NAD 83(1986)-  39 07 09.     (N)    100 49 02.     (W)     SCALED    
 KH0158* NAVD 88     -       925.753  (meters)    3037.24   (feet)  ADJUSTED  
 KH0158  ___________________________________________________________________
 KH0158  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 KH0158  DYNAMIC HT  -         925.020 (meters)    3034.84  (feet)  COMP
 KH0158  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 KH0158
 KH0158  VERT ORDER  -  FIRST     CLASS II
 KH0158
 KH0158.This mark is at Oakley Municipal Airport (OEL)
 KH0158
 KH0158.The horizontal coordinates were scaled from a topographic map and have
 KH0158.an estimated accuracy of +/- 6 seconds.
 KH0158
 KH0158.The orthometric height was determined by differential leveling
 KH0158.and adjusted by the National Geodetic Survey in June 1991..
 KH0158
 KH0158.The geoid height was determined by GEOID03.
 KH0158
 KH0158.The dynamic height is computed by dividing the NAVD 88
 KH0158.geopotential number by the normal gravity value computed on the
 KH0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0158.degrees latitude (g = 980.6199 gals.).
 KH0158
 KH0158.The modeled gravity was interpolated from observed gravity values.
 KH0158
 KH0158;                    North         East    Units  Estimated Accuracy
 KH0158;SPC KS N     -    91,030.      156,410.      MT  (+/- 180 meters Scaled)
 KH0158
 KH0158                          SUPERSEDED SURVEY CONTROL
 KH0158
 KH0158  NGVD 29 (??/??/92)  925.413  (m)         3036.13   (f) ADJ UNCH    1 2
 KH0158
 KH0158.Superseded values are not recommended for survey control.
 KH0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0158.See file dsdata.txt to determine how the superseded data were derived.
 KH0158
 KH0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ429315(NAD 83)
 KH0158_MARKER: DB = BENCH MARK DISK
 KH0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0158_STAMPING: A 302 1953
 KH0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0158+STABILITY: SURFACE MOTION
 KH0158
 KH0158  HISTORY     - Date     Condition        Report By
 KH0158  HISTORY     - 1953     MONUMENTED       CGS
 KH0158
 KH0158                          STATION DESCRIPTION
 KH0158
 KH0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KH0158'2.2 MI E FROM OAKLEY.
 KH0158'1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0158'STATION AT OAKLEY, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT
 KH0158'ROAD, THENCE 0.7 MILE EAST ALONG U.S. HIGHWAY 40, AT THE NORTH
 KH0158'ENTRANCE TO THE OAKLEY MUNICIPAL AIRPORT, 43 FEET SOUTH OF THE
 KH0158'CENTER LINE OF THE HIGHWAY, 43 FEET WEST OF THE CENTER LINE
 KH0158'OF A DRIVEWAY LEADING TO THE AIRPORT, 24 FEET SOUTHWEST OF THE
 KH0158'WEST END OF A 22 INCH STEEL PIPE CULVERT, 7.5 FEET SOUTH
 KH0158'OF A POWER POLE, 2.2 FEET WEST OF A WITNESS POST, SET IN THE
 KH0158'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 KH0158'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0159 ***********************************************************************
 KH0159  DESIGNATION -  A 302 RESET
 KH0159  PID         -  KH0159
 KH0159  STATE/COUNTY-  KS/LOGAN
 KH0159  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0159
 KH0159                         *CURRENT SURVEY CONTROL
 KH0159  ___________________________________________________________________
 KH0159* NAD 83(1997)-  39 07 09.24860(N)    100 49 01.96688(W)     ADJUSTED  
 KH0159* NAVD 88     -       925.629  (meters)    3036.83   (feet)  ADJUSTED  
 KH0159  ___________________________________________________________________
 KH0159  X           -    -930,065.199 (meters)                     COMP
 KH0159  Y           -  -4,867,627.188 (meters)                     COMP
 KH0159  Z           -   4,003,163.959 (meters)                     COMP
 KH0159  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KH0159  ELLIP HEIGHT-         900.91  (meters)          (08/16/04) GPS OBS
 KH0159  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 KH0159  DYNAMIC HT  -         924.896 (meters)    3034.43  (feet)  COMP
 KH0159  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 KH0159
 KH0159  HORZ ORDER  -  FIRST
 KH0159  VERT ORDER  -  FIRST     CLASS II
 KH0159  ELLP ORDER  -  FOURTH    CLASS II
 KH0159
 KH0159.This mark is at Oakley Municipal Airport (OEL)
 KH0159
 KH0159.The horizontal coordinates were established by GPS observations
 KH0159.and adjusted by the National Geodetic Survey in December 1997..
 KH0159.No horizontal observational check was made to the station.
 KH0159
 KH0159.The orthometric height was determined by differential leveling
 KH0159.and adjusted by the National Geodetic Survey in June 1991..
 KH0159
 KH0159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KH0159
 KH0159.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0159
 KH0159.The ellipsoidal height was determined by GPS observations
 KH0159.and is referenced to NAD 83.
 KH0159
 KH0159.The geoid height was determined by GEOID03.
 KH0159
 KH0159.The dynamic height is computed by dividing the NAVD 88
 KH0159.geopotential number by the normal gravity value computed on the
 KH0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0159.degrees latitude (g = 980.6199 gals.).
 KH0159
 KH0159.The modeled gravity was interpolated from observed gravity values.
 KH0159
 KH0159;                    North         East     Units Scale Factor Converg.
 KH0159;SPC KS N     -    91,033.101   156,414.267   MT  0.99995947   -1 46 57.0
 KH0159;UTM  14      - 4,331,580.558   342,903.352   MT  0.99990389   -1 08 48.4
 KH0159
 KH0159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0159!SPC KS N     -   0.99985867  x   0.99995947  =   0.99981815
 KH0159!UTM  14      -   0.99985867  x   0.99990389  =   0.99976258
 KH0159
 KH0159|---------------------------------------------------------------------|
 KH0159| PID    Reference Object                     Distance      Geod. Az  |
 KH0159|                                                           dddmmss.s |
 KH0159| KH0842 OAKPORT 1989                        313.925 METERS 19709     |
 KH0159|---------------------------------------------------------------------|
 KH0159
 KH0159                          SUPERSEDED SURVEY CONTROL
 KH0159
 KH0159  ELLIP H (12/22/97)  900.94   (m)                       GP(       ) 4 1
 KH0159  NAD 83(1986)-  39 07 09.25205(N)    100 49 01.97062(W) AD(       ) 3
 KH0159  NAVD 88 (12/22/97)  925.63   (m)         3036.8    (f) LEVELING    3  
 KH0159  NGVD 29 (02/14/92)  925.288  (m)         3035.72   (f) ADJUSTED    1 2
 KH0159
 KH0159.Superseded values are not recommended for survey control.
 KH0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0159.See file dsdata.txt to determine how the superseded data were derived.
 KH0159
 KH0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4290331581(NAD 83)
 KH0159_MARKER: DB = BENCH MARK DISK
 KH0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0159_SP_SET: CONCRETE POST
 KH0159_STAMPING: A 302 RESET 1965
 KH0159_MARK LOGO: CGS   
 KH0159_PROJECTION: FLUSH
 KH0159_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0159+STABILITY: SURFACE MOTION
 KH0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0159+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1997
 KH0159
 KH0159  HISTORY     - Date     Condition        Report By
 KH0159  HISTORY     - 1965     MONUMENTED       CGS
 KH0159  HISTORY     - 1986     GOOD             NGS
 KH0159  HISTORY     - 19890411 GOOD             NGS
 KH0159  HISTORY     - 19970326 GOOD             NGS
 KH0159
 KH0159                          STATION DESCRIPTION
 KH0159
 KH0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KH0159'2.2 MI E FROM OAKLEY.
 KH0159'ABOUT 1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 KH0159'THE STATION AT OAKLEY, THENCE 0.3 MILES SOUTH ALONG A GRADED
 KH0159'DIRT ROAD, THENCE 0.7 MILES EAST ALONG U.S. HIGHWAY 40 EAST
 KH0159'BOUND LANE AT THE NORTH ENTRANCE OF THE OAKLEY MUNICIPAL
 KH0159'AIRPORT, 54 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 41
 KH0159'FEET WEST OF THE CENTERLINE OF DRIVE WAY LEADING TO AIRPORT,
 KH0159'11 FEET WEST OF POWER POLE, 25 FEET SOUTH AND 15 FEET WEST OF
 KH0159'WEST END OF ENTRANCE PIPE TO AIRPORT.
 KH0159
 KH0159                          STATION RECOVERY (1986)
 KH0159
 KH0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0159'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 KH0159'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.73 KM (1.71
 KH0159'MI) EAST ALONG US HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 83 AT
 KH0159'OAKLEY, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A ROAD LEADING TO
 KH0159'THE AIRPORT, 16.4 METERS (54 FT) SOUTH OF THE CENTER OF THE EAST BOUND
 KH0159'LANES, 12.5 METERS (41 FT) WEST OF THE CENTER OF THE ROAD AND
 KH0159'3.6 METERS (12 FT) EAST OF THE NORTHEAST CORNER OF A FENCE AROUND A
 KH0159'SMALL SUB-STATION.
 KH0159'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KH0159
 KH0159                          STATION RECOVERY (1989)
 KH0159
 KH0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KH0159'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) EAST OF OAKLEY, AT THE
 KH0159'OAKLEY MUNICIPAL AIRPORT, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF
 KH0159'THE EAST BOUND LANE OF U.S. HIGHWAY 40 AND THE GRAVEL AIRPORT ENTRANCE
 KH0159'DRIVE.  OWNERSHIP--CITY OF OAKLEY, C/O AIRPORT MANAGER JOHN LYSINGER,
 KH0159'RT 1 BOX 14A, OAKLEY KS 67748.  PHONE (913)672-4621 OR HOME PHONE
 KH0159'(913)672-4270.
 KH0159'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 83 IN
 KH0159'SOUTH OAKLEY, GO EAST FOR 2.8 KM (1.75 MI) ON HIGHWAY 40 TO THE
 KH0159'STATION ON THE RIGHT JUST BEFORE THE GRAVEL AIRPORT ENTRANCE ROAD
 KH0159'RIGHT.
 KH0159'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 KH0159'CONCRETE POST RECESSED 4 CM BELOW GROUND.  LOCATED 13.1 M (43.0 FT)
 KH0159'SOUTH FROM THE SOUTH EDGE OF THE EAST BOUND LANE OF HIGHWAY 40, 12.6 M
 KH0159'(41.3 FT) WEST FROM THE CENTER OF THE GRAVEL AIRPORT ENTRANCE ROAD,
 KH0159'9.4 M (30.8 FT) SOUTHWEST FROM THE TOP CENTER OF THE WEST END OF A 0.8
 KH0159'METER CORRUGATED METAL DRAIN PIPE UNDER THE GRAVEL ROAD, AND 25 CM
 KH0159'NORTH FROM A CARSONITE WITNESS POST.
 KH0159'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 KH0159
 KH0159                          STATION RECOVERY (1997)
 KH0159
 KH0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KH0159'THE STATION IS LOCATED 3 KM (1.85 MI) EAST OF OAKLEY, AT THE OAKLEY
 KH0159'MUNICIPAL AIRPORT, IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF U.S.
 KH0159'HIGHWAY 40 AND THE GRAVEL AIRPORT ENTRANCE ROAD, AND JUST OUTSIDE THE
 KH0159'HIGHWAY RIGHT-OF-WAY ON AIRPORT PROPERTY.  OPWNERSHIP--CITY OF OAKLEY.
 KH0159'AIRPORT MANAGER IS JOHN LYSINGER, ROUTE 1 BOX 14A, OAKLEY KS 67748,
 KH0159'PHONE 913-672-4621 OR HOME PHONE 913-672-4270.  TO REACH FROM THE
 KH0159'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 70 AND U.S. HIGHWAY 40
 KH0159'(EXIT 76), ABOUT 3.5 KM (2.15 MI) EAST OF OAKLEY, GO WEST ON HIGHWAY
 KH0159'40 FOR 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT.  THE STATION IS
 KH0159'SET IN THE TOP OF A 30 CM ROUND CONCRETE POST RECESSED 4 CM BELOW THE
 KH0159'GROUND.  IT IS 16.6 M (54.5 FT) SOUTH OF THE CENTER OF THE EASTBOUND
 KH0159'LANES OF THE HIGHWAY, 13.1 M (43.0 FT) SOUTH OF THE SOUTH EDGE OF THE
 KH0159'HIGHWAY, 12.6 M (41.3 FT) WEST OF THE CENTER OF THE AIRPORT ENTRANCE
 KH0159'ROAD, 9.4 M (30.8 FT) SOUTHWEST OF THE TOP CENTER OF THE WEST END OF A
 KH0159'STEEL CULVERT, 1.2 WEST OF A STEEL TELEPHONE CABLE WARNING POST AND
 KH0159'0.25 M (0.82 FT) NORTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0370 ***********************************************************************
 JG0370  DESIGNATION -  A 303
 JG0370  PID         -  JG0370
 JG0370  STATE/COUNTY-  KS/ELLIS
 JG0370  USGS QUAD   -  YOCEMENTO (1974)
 JG0370
 JG0370                         *CURRENT SURVEY CONTROL
 JG0370  ___________________________________________________________________
 JG0370* NAD 83(1986)-  38 55 32.     (N)    099 29 48.     (W)     SCALED    
 JG0370* NAVD 88     -       635.171  (meters)    2083.89   (feet)  ADJUSTED  
 JG0370  ___________________________________________________________________
 JG0370  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 JG0370  DYNAMIC HT  -         634.694 (meters)    2082.33  (feet)  COMP
 JG0370  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 JG0370
 JG0370  VERT ORDER  -  FIRST     CLASS II
 JG0370
 JG0370.The horizontal coordinates were scaled from a topographic map and have
 JG0370.an estimated accuracy of +/- 6 seconds.
 JG0370
 JG0370.The orthometric height was determined by differential leveling
 JG0370.and adjusted by the National Geodetic Survey in June 1991..
 JG0370
 JG0370.The geoid height was determined by GEOID03.
 JG0370
 JG0370.The dynamic height is computed by dividing the NAVD 88
 JG0370.geopotential number by the normal gravity value computed on the
 JG0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0370.degrees latitude (g = 980.6199 gals.).
 JG0370
 JG0370.The modeled gravity was interpolated from observed gravity values.
 JG0370
 JG0370;                    North         East    Units  Estimated Accuracy
 JG0370;SPC KS N     -    66,820.      270,220.      MT  (+/- 180 meters Scaled)
 JG0370
 JG0370                          SUPERSEDED SURVEY CONTROL
 JG0370
 JG0370  NGVD 29 (??/??/92)  634.902  (m)         2083.01   (f) ADJ UNCH    1 2
 JG0370
 JG0370.Superseded values are not recommended for survey control.
 JG0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0370.See file dsdata.txt to determine how the superseded data were derived.
 JG0370
 JG0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ569086(NAD 83)
 JG0370_MARKER: DB = BENCH MARK DISK
 JG0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0370_SP_SET: CULVERT
 JG0370_STAMPING: A 303 1953
 JG0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0370
 JG0370  HISTORY     - Date     Condition        Report By
 JG0370  HISTORY     - 1953     MONUMENTED       CGS
 JG0370  HISTORY     - 1959     GOOD             USGS
 JG0370
 JG0370                          STATION DESCRIPTION
 JG0370
 JG0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0370'3.6 MI E FROM ELLIS.
 JG0370'3.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JG0370'ELLIS, 67 FEET NORTHEAST OF A POWER POLE, 15.3 FEET SOUTH OF THE
 JG0370'CENTER LINE OF THE HIGHWAY, 62 YARDS SOUTH OF RAILROAD TRESTLE
 JG0370'299.66, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 JG0370'CONCRETE CULVERT.
 JG0370
 JG0370                          STATION RECOVERY (1959)
 JG0370
 JG0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JG0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0316 ***********************************************************************
 JG0316  DESIGNATION -  A 304
 JG0316  PID         -  JG0316
 JG0316  STATE/COUNTY-  KS/RUSSELL
 JG0316  USGS QUAD   -  GORHAM (1967)
 JG0316
 JG0316                         *CURRENT SURVEY CONTROL
 JG0316  ___________________________________________________________________
 JG0316* NAD 83(1986)-  38 52 56.     (N)    099 01 18.     (W)     SCALED    
 JG0316* NAVD 88     -       583.522  (meters)    1914.44   (feet)  ADJUSTED  
 JG0316  ___________________________________________________________________
 JG0316  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0316  DYNAMIC HT  -         583.103 (meters)    1913.06  (feet)  COMP
 JG0316  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 JG0316
 JG0316  VERT ORDER  -  FIRST     CLASS II
 JG0316
 JG0316.The horizontal coordinates were scaled from a topographic map and have
 JG0316.an estimated accuracy of +/- 6 seconds.
 JG0316
 JG0316.The orthometric height was determined by differential leveling
 JG0316.and adjusted by the National Geodetic Survey in June 1991..
 JG0316
 JG0316.The geoid height was determined by GEOID03.
 JG0316
 JG0316.The dynamic height is computed by dividing the NAVD 88
 JG0316.geopotential number by the normal gravity value computed on the
 JG0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0316.degrees latitude (g = 980.6199 gals.).
 JG0316
 JG0316.The modeled gravity was interpolated from observed gravity values.
 JG0316
 JG0316;                    North         East    Units  Estimated Accuracy
 JG0316;SPC KS N     -    61,430.      311,350.      MT  (+/- 180 meters Scaled)
 JG0316
 JG0316                          SUPERSEDED SURVEY CONTROL
 JG0316
 JG0316  NGVD 29 (??/??/92)  583.291  (m)         1913.68   (f) ADJ UNCH    1 2
 JG0316
 JG0316.Superseded values are not recommended for survey control.
 JG0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0316.See file dsdata.txt to determine how the superseded data were derived.
 JG0316
 JG0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ981037(NAD 83)
 JG0316_MARKER: DB = BENCH MARK DISK
 JG0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0316_SP_SET: CONCRETE FOUNDATION
 JG0316_STAMPING: A 304 1953
 JG0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0316
 JG0316  HISTORY     - Date     Condition        Report By
 JG0316  HISTORY     - 1953     MONUMENTED       CGS
 JG0316
 JG0316                          STATION DESCRIPTION
 JG0316
 JG0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0316'AT GORHAM.
 JG0316'AT GORHAM, AT THE CITY WATER TOWER, SET IN THE TOP OF THE NORTHEAST
 JG0316'CORNER OF THE CONCRETE FOUNDATION OF A STEEL WATER PIPE LEADING UP
 JG0316'TO THE TANK, 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0233 ***********************************************************************
 JG0233  DESIGNATION -  A 305
 JG0233  PID         -  JG0233
 JG0233  STATE/COUNTY-  KS/RUSSELL
 JG0233  USGS QUAD   -  DORRANCE SW (1979)
 JG0233
 JG0233                         *CURRENT SURVEY CONTROL
 JG0233  ___________________________________________________________________
 JG0233* NAD 83(1986)-  38 51 53.     (N)    098 44 47.     (W)     SCALED    
 JG0233* NAVD 88     -       563.554  (meters)    1848.93   (feet)  ADJUSTED  
 JG0233  ___________________________________________________________________
 JG0233  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 JG0233  DYNAMIC HT  -         563.157 (meters)    1847.62  (feet)  COMP
 JG0233  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 JG0233
 JG0233  VERT ORDER  -  FIRST     CLASS II
 JG0233
 JG0233.The horizontal coordinates were scaled from a topographic map and have
 JG0233.an estimated accuracy of +/- 6 seconds.
 JG0233
 JG0233.The orthometric height was determined by differential leveling
 JG0233.and adjusted by the National Geodetic Survey in June 1991..
 JG0233
 JG0233.The geoid height was determined by GEOID03.
 JG0233
 JG0233.The dynamic height is computed by dividing the NAVD 88
 JG0233.geopotential number by the normal gravity value computed on the
 JG0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0233.degrees latitude (g = 980.6199 gals.).
 JG0233
 JG0233.The modeled gravity was interpolated from observed gravity values.
 JG0233
 JG0233;                    North         East    Units  Estimated Accuracy
 JG0233;SPC KS N     -    59,260.      335,220.      MT  (+/- 180 meters Scaled)
 JG0233
 JG0233                          SUPERSEDED SURVEY CONTROL
 JG0233
 JG0233  NGVD 29 (??/??/92)  563.349  (m)         1848.25   (f) ADJ UNCH    1 2
 JG0233
 JG0233.Superseded values are not recommended for survey control.
 JG0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0233.See file dsdata.txt to determine how the superseded data were derived.
 JG0233
 JG0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ220017(NAD 83)
 JG0233_MARKER: DB = BENCH MARK DISK
 JG0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0233_STAMPING: A 305 1953
 JG0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0233+STABILITY: SURFACE MOTION
 JG0233
 JG0233  HISTORY     - Date     Condition        Report By
 JG0233  HISTORY     - 1953     MONUMENTED       CGS
 JG0233
 JG0233                          STATION DESCRIPTION
 JG0233
 JG0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0233'2.5 MI SW FROM BUNKER HILL.
 JG0233'2.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0233'STATION AT BUNKER HILL, 10 POLES SOUTHWEST OF A RAILROAD CROSSING,
 JG0233'88 FEET SOUTHEAST OF MILEPOST 256, 40.5 FEET SOUTHEAST OF THE
 JG0233'SOUTHEAST RAIL, 1.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 JG0233'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0905 ***********************************************************************
 HF0905  DESIGNATION -  A 308
 HF0905  PID         -  HF0905
 HF0905  STATE/COUNTY-  KS/RENO
 HF0905  USGS QUAD   -  CASTLETON (1965)
 HF0905
 HF0905                         *CURRENT SURVEY CONTROL
 HF0905  ___________________________________________________________________
 HF0905* NAD 83(1986)-  37 52 07.     (N)    097 58 04.     (W)     SCALED    
 HF0905* NAVD 88     -       447.439  (meters)    1467.97   (feet)  ADJUSTED  
 HF0905  ___________________________________________________________________
 HF0905  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 HF0905  DYNAMIC HT  -         447.091 (meters)    1466.83  (feet)  COMP
 HF0905  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 HF0905
 HF0905  VERT ORDER  -  FIRST     CLASS II
 HF0905
 HF0905.The horizontal coordinates were scaled from a topographic map and have
 HF0905.an estimated accuracy of +/- 6 seconds.
 HF0905
 HF0905.The orthometric height was determined by differential leveling
 HF0905.and adjusted by the National Geodetic Survey in June 1991..
 HF0905.WARNING-Repeat measurements at this control monument indicate possible
 HF0905.vertical movement.
 HF0905
 HF0905.The geoid height was determined by GEOID03.
 HF0905
 HF0905.The dynamic height is computed by dividing the NAVD 88
 HF0905.geopotential number by the normal gravity value computed on the
 HF0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0905.degrees latitude (g = 980.6199 gals.).
 HF0905
 HF0905.The modeled gravity was interpolated from observed gravity values.
 HF0905
 HF0905;                    North         East    Units  Estimated Accuracy
 HF0905;SPC KS S     -   533,530.      446,830.      MT  (+/- 180 meters Scaled)
 HF0905
 HF0905                          SUPERSEDED SURVEY CONTROL
 HF0905
 HF0905  NGVD 29 (??/??/92)  447.299  (m)         1467.51   (f) ADJ UNCH    1 2
 HF0905
 HF0905.Superseded values are not recommended for survey control.
 HF0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0905.See file dsdata.txt to determine how the superseded data were derived.
 HF0905
 HF0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG907917(NAD 83)
 HF0905_MARKER: DB = BENCH MARK DISK
 HF0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0905_SP_SET: CONCRETE POST
 HF0905_STAMPING: A 308 1953
 HF0905_MARK LOGO: CGS   
 HF0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0905+STABILITY: SURFACE MOTION
 HF0905
 HF0905  HISTORY     - Date     Condition        Report By
 HF0905  HISTORY     - 1953     MONUMENTED       CGS
 HF0905  HISTORY     - 1986     GOOD             NGS
 HF0905
 HF0905                          STATION DESCRIPTION
 HF0905
 HF0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0905'0.1 MI N FROM CASTLETON.
 HF0905'0.1 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0905'RAILROAD FROM THE STATION AT CASTLETON, AT AN OILED ROAD
 HF0905'CROSSING, 6 1/2 POLES NORTH OF MILEPOST 13, 78 FEET NORTH
 HF0905'OF THE CENTER LINE OF AN OILED ROAD, 45 FEET EAST OF THE EAST
 HF0905'RAIL, 2 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST,
 HF0905'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 HF0905'THE GROUND.
 HF0905
 HF0905                          STATION RECOVERY (1986)
 HF0905
 HF0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HF0905'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM (3.1 MI)
 HF0905'WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE HIGHWAY 61
 HF0905'IN HUTCHINSON, THENCE 16.6 KM (10.3 MI) SOUTHERLY ALONG THE SANTA FE
 HF0905'RAILROAD.  DELETE--6 1/2 POLES NORTH OF MILEPOST 13.  ADD--AT THE
 HF0905'SMALL COMMUNITY OF CASTLETON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0159 ***********************************************************************
 HG0159  DESIGNATION -  A 309
 HG0159  PID         -  HG0159
 HG0159  STATE/COUNTY-  KS/KINGMAN
 HG0159  USGS QUAD   -  RAGO (1973)
 HG0159
 HG0159                         *CURRENT SURVEY CONTROL
 HG0159  ___________________________________________________________________
 HG0159* NAD 83(1986)-  37 25 25.     (N)    098 04 51.     (W)     SCALED    
 HG0159* NAVD 88     -       454.456  (meters)    1490.99   (feet)  ADJUSTED  
 HG0159  ___________________________________________________________________
 HG0159  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0159  DYNAMIC HT  -         454.077 (meters)    1489.75  (feet)  COMP
 HG0159  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 HG0159
 HG0159  VERT ORDER  -  FIRST     CLASS II
 HG0159
 HG0159.The horizontal coordinates were scaled from a topographic map and have
 HG0159.an estimated accuracy of +/- 6 seconds.
 HG0159
 HG0159.The orthometric height was determined by differential leveling
 HG0159.and adjusted by the National Geodetic Survey in June 1991..
 HG0159
 HG0159.The geoid height was determined by GEOID03.
 HG0159
 HG0159.The dynamic height is computed by dividing the NAVD 88
 HG0159.geopotential number by the normal gravity value computed on the
 HG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0159.degrees latitude (g = 980.6199 gals.).
 HG0159
 HG0159.The modeled gravity was interpolated from observed gravity values.
 HG0159
 HG0159;                    North         East    Units  Estimated Accuracy
 HG0159;SPC KS S     -   484,090.      437,100.      MT  (+/- 180 meters Scaled)
 HG0159
 HG0159                          SUPERSEDED SURVEY CONTROL
 HG0159
 HG0159  NGVD 29 (??/??/92)  454.313  (m)         1490.53   (f) ADJ UNCH    1 2
 HG0159
 HG0159.Superseded values are not recommended for survey control.
 HG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0159.See file dsdata.txt to determine how the superseded data were derived.
 HG0159
 HG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG813422(NAD 83)
 HG0159_MARKER: DB = BENCH MARK DISK
 HG0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0159_SP_SET: CONCRETE POST
 HG0159_STAMPING: A 309 1953
 HG0159_MARK LOGO: CGS   
 HG0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0159+STABILITY: SURFACE MOTION
 HG0159
 HG0159  HISTORY     - Date     Condition        Report By
 HG0159  HISTORY     - 1953     MONUMENTED       CGS
 HG0159  HISTORY     - 1962     GOOD             NGS
 HG0159  HISTORY     - 1986     GOOD             NGS
 HG0159
 HG0159                          STATION DESCRIPTION
 HG0159
 HG0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0159'1.9 MI S FROM RAGO.
 HG0159'1.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0159'FROM THE STATION AT RAGO, 36 FEET WEST OF THE WEST RAIL, 37
 HG0159'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 6 FEET WEST
 HG0159'OF A TELEPHONE POLE, 2 FEET NORTH OF A WITNESS POST, SET IN
 HG0159'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 HG0159'GROUND.
 HG0159
 HG0159                          STATION RECOVERY (1962)
 HG0159
 HG0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HG0159'RECOVERED IN GOOD CONDITION.
 HG0159
 HG0159                          STATION RECOVERY (1986)
 HG0159
 HG0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0888 ***********************************************************************
 JF0888  DESIGNATION -  A 31
 JF0888  PID         -  JF0888
 JF0888  STATE/COUNTY-  KS/MCPHERSON
 JF0888  USGS QUAD   -  WINDOM NE (1985)
 JF0888
 JF0888                         *CURRENT SURVEY CONTROL
 JF0888  ___________________________________________________________________
 JF0888* NAD 83(1986)-  38 22 34.     (N)    097 48 50.     (W)     SCALED    
 JF0888* NAVD 88     -       478.405  (meters)    1569.57   (feet)  ADJUSTED  
 JF0888  ___________________________________________________________________
 JF0888  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 JF0888  DYNAMIC HT  -         478.051 (meters)    1568.41  (feet)  COMP
 JF0888  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 JF0888
 JF0888  VERT ORDER  -  SECOND    CLASS 0
 JF0888
 JF0888.The horizontal coordinates were scaled from a topographic map and have
 JF0888.an estimated accuracy of +/- 6 seconds.
 JF0888
 JF0888.The orthometric height was determined by differential leveling
 JF0888.and adjusted by the National Geodetic Survey in June 1991..
 JF0888
 JF0888.The geoid height was determined by GEOID03.
 JF0888
 JF0888.The dynamic height is computed by dividing the NAVD 88
 JF0888.geopotential number by the normal gravity value computed on the
 JF0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0888.degrees latitude (g = 980.6199 gals.).
 JF0888
 JF0888.The modeled gravity was interpolated from observed gravity values.
 JF0888
 JF0888;                    North         East    Units  Estimated Accuracy
 JF0888;SPC KS S     -   589,950.      459,950.      MT  (+/- 180 meters Scaled)
 JF0888
 JF0888                          SUPERSEDED SURVEY CONTROL
 JF0888
 JF0888  NGVD 29 (??/??/92)  478.248  (m)         1569.05   (f) ADJ UNCH    2 0
 JF0888
 JF0888.Superseded values are not recommended for survey control.
 JF0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0888.See file dsdata.txt to determine how the superseded data were derived.
 JF0888
 JF0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH036482(NAD 83)
 JF0888_MARKER: DB = BENCH MARK DISK
 JF0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0888_STAMPING: A 31 1934
 JF0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0888+STABILITY: SURFACE MOTION
 JF0888
 JF0888  HISTORY     - Date     Condition        Report By
 JF0888  HISTORY     - 1934     MONUMENTED       CGS
 JF0888  HISTORY     - 1941     GOOD             NGS
 JF0888
 JF0888                          STATION DESCRIPTION
 JF0888
 JF0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JF0888'5.4 MI E FROM WINDOM.
 JF0888'5.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0888'FROM WINDOM, MC PHERSON COUNTY, ABOUT 1/4 MILE EAST OF THE
 JF0888'RESIDENCE OF RAY BURNS, IN 1934, 25 FEET WEST OF THE CENTERLINE
 JF0888'OF A DIRT ROAD, 45 YARDS NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 JF0888'50 N, AND 50 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 JF0888'STANDARD DISK, STAMPED A 31 1934 AND SET IN THE TOP OF A CONCRETE
 JF0888'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0440 ***********************************************************************
 JF0440  DESIGNATION -  A 31 12 4 E
 JF0440  PID         -  JF0440
 JF0440  STATE/COUNTY-  KS/DICKINSON
 JF0440  USGS QUAD   -  CHAPMAN (1979)
 JF0440
 JF0440                         *CURRENT SURVEY CONTROL
 JF0440  ___________________________________________________________________
 JF0440* NAD 83(1986)-  38 58 18.     (N)    097 01 11.     (W)     SCALED    
 JF0440* NAVD 88     -       339.277  (meters)    1113.11   (feet)  ADJUSTED  
 JF0440  ___________________________________________________________________
 JF0440  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 JF0440  DYNAMIC HT  -         339.039 (meters)    1112.33  (feet)  COMP
 JF0440  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 JF0440
 JF0440  VERT ORDER  -  FIRST     CLASS II
 JF0440
 JF0440.The horizontal coordinates were scaled from a topographic map and have
 JF0440.an estimated accuracy of +/- 6 seconds.
 JF0440
 JF0440.The orthometric height was determined by differential leveling
 JF0440.and adjusted by the National Geodetic Survey in June 1991..
 JF0440
 JF0440.The geoid height was determined by GEOID03.
 JF0440
 JF0440.The dynamic height is computed by dividing the NAVD 88
 JF0440.geopotential number by the normal gravity value computed on the
 JF0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0440.degrees latitude (g = 980.6199 gals.).
 JF0440
 JF0440.The modeled gravity was interpolated from observed gravity values.
 JF0440
 JF0440;                    North         East    Units  Estimated Accuracy
 JF0440;SPC KS N     -    71,320.      484,950.      MT  (+/- 180 meters Scaled)
 JF0440
 JF0440                          SUPERSEDED SURVEY CONTROL
 JF0440
 JF0440  NGVD 29 (??/??/92)  339.155  (m)         1112.71   (f) ADJ UNCH    1 2
 JF0440
 JF0440.Superseded values are not recommended for survey control.
 JF0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0440.See file dsdata.txt to determine how the superseded data were derived.
 JF0440
 JF0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ715154(NAD 83)
 JF0440_MARKER: DB = BENCH MARK DISK
 JF0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0440_STAMPING: A31-12-4E
 JF0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0440+STABILITY: SURFACE MOTION
 JF0440
 JF0440  HISTORY     - Date     Condition        Report By
 JF0440  HISTORY     - UNK      MONUMENTED       CGS
 JF0440  HISTORY     - 1947     GOOD             NGS
 JF0440  HISTORY     - 1964     GOOD             NGS
 JF0440  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0440
 JF0440                          STATION DESCRIPTION
 JF0440
 JF0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF0440'AT CHAPMAN.
 JF0440'AT CHAPMAN, 1/2 BLOCK WEST AND 1 BLOCK NORTH FROM THE UNION
 JF0440'PACIFIC RAILROAD STATION, IN THE NORTHWEST ANGLE OF THE
 JF0440'INTERSECTION OF NORTH MARSHALL STREET AND WEST FIFTH STREET,
 JF0440'AT THE SOUTHEAST CORNER OF A SCHOOL PLAYGROUND AND BALL DIAMOND,
 JF0440'88.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHAPMAN
 JF0440'STATE BANK BUILDING, 23.5 FEET NORTH OF THE NORTH CONCRETE
 JF0440'CURB OF WEST FIFTH STREET, 19.0 FEET NORTH OF A METAL STREET
 JF0440'LAMP POST, 3.7 FEET WEST OF THE WEST CONCRETE CURB OF NORTH
 JF0440'MARSHALL STREET, 2.5 FEET EAST OF THE EAST EDGE OF A BRICK WALK,
 JF0440'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY BRONZE DISK
 JF0440'SET IN A CONCRETE POST PROJECTING 0.1 FOOT.
 JF0440
 JF0440                          STATION RECOVERY (1964)
 JF0440
 JF0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JF0440'RECOVERED IN GOOD CONDITION.
 JF0440
 JF0440                          STATION RECOVERY (1986)
 JF0440
 JF0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0184 ***********************************************************************
 HG0184  DESIGNATION -  A 310
 HG0184  PID         -  HG0184
 HG0184  STATE/COUNTY-  KS/HARPER
 HG0184  USGS QUAD   -  ANTHONY (1983)
 HG0184
 HG0184                         *CURRENT SURVEY CONTROL
 HG0184  ___________________________________________________________________
 HG0184* NAD 83(1986)-  37 12 36.     (N)    098 02 44.     (W)     SCALED    
 HG0184* NAVD 88     -       417.122  (meters)    1368.51   (feet)  ADJUSTED  
 HG0184  ___________________________________________________________________
 HG0184  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HG0184  DYNAMIC HT  -         416.773 (meters)    1367.36  (feet)  COMP
 HG0184  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 HG0184
 HG0184  VERT ORDER  -  FIRST     CLASS II
 HG0184
 HG0184.The horizontal coordinates were scaled from a topographic map and have
 HG0184.an estimated accuracy of +/- 6 seconds.
 HG0184
 HG0184.The orthometric height was determined by differential leveling
 HG0184.and adjusted by the National Geodetic Survey in June 1991..
 HG0184
 HG0184.The geoid height was determined by GEOID03.
 HG0184
 HG0184.The dynamic height is computed by dividing the NAVD 88
 HG0184.geopotential number by the normal gravity value computed on the
 HG0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0184.degrees latitude (g = 980.6199 gals.).
 HG0184
 HG0184.The modeled gravity was interpolated from observed gravity values.
 HG0184
 HG0184;                    North         East    Units  Estimated Accuracy
 HG0184;SPC KS S     -   460,400.      440,340.      MT  (+/- 180 meters Scaled)
 HG0184
 HG0184                          SUPERSEDED SURVEY CONTROL
 HG0184
 HG0184  NGVD 29 (??/??/92)  416.993  (m)         1368.08   (f) ADJ UNCH    1 2
 HG0184
 HG0184.Superseded values are not recommended for survey control.
 HG0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0184.See file dsdata.txt to determine how the superseded data were derived.
 HG0184
 HG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG846185(NAD 83)
 HG0184_MARKER: DB = BENCH MARK DISK
 HG0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0184_SP_SET: CONCRETE POST
 HG0184_STAMPING: A 310 1953
 HG0184_MARK LOGO: CGS   
 HG0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0184+STABILITY: SURFACE MOTION
 HG0184
 HG0184  HISTORY     - Date     Condition        Report By
 HG0184  HISTORY     - 1953     MONUMENTED       CGS
 HG0184  HISTORY     - 1986     GOOD             NGS
 HG0184
 HG0184                          STATION DESCRIPTION
 HG0184
 HG0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0184'5 MI NW FROM ANTHONY.
 HG0184'4.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0184'FROM THE STATION AT ANTHONY, THENCE 0.8 MILE WEST ALONG A
 HG0184'GRADED DIRT ROAD, ON THE EAST SLOPE OF A SMALL DRAW, 101 FEET
 HG0184'EAST OF A SMALL CONCRETE CULVERT, 29 FEET NORTH OF THE CENTER
 HG0184'LINE OF A ROAD, 2 FEET SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS
 HG0184'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 HG0184'FOOT ABOVE THE GROUND.
 HG0184
 HG0184                          STATION RECOVERY (1986)
 HG0184
 HG0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0111 ***********************************************************************
 HG0111  DESIGNATION -  A 311
 HG0111  PID         -  HG0111
 HG0111  STATE/COUNTY-  KS/KINGMAN
 HG0111  USGS QUAD   -  KINGMAN (1983)
 HG0111
 HG0111                         *CURRENT SURVEY CONTROL
 HG0111  ___________________________________________________________________
 HG0111* NAD 83(1986)-  37 37 54.     (N)    098 06 48.     (W)     SCALED    
 HG0111* NAVD 88     -       470.681  (meters)    1544.23   (feet)  ADJUSTED  
 HG0111  ___________________________________________________________________
 HG0111  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0111  DYNAMIC HT  -         470.293 (meters)    1542.95  (feet)  COMP
 HG0111  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 HG0111
 HG0111  VERT ORDER  -  SECOND    CLASS 0
 HG0111
 HG0111.The horizontal coordinates were scaled from a topographic map and have
 HG0111.an estimated accuracy of +/- 6 seconds.
 HG0111
 HG0111.The orthometric height was determined by differential leveling
 HG0111.and adjusted by the National Geodetic Survey in June 1991..
 HG0111
 HG0111.The geoid height was determined by GEOID03.
 HG0111
 HG0111.The dynamic height is computed by dividing the NAVD 88
 HG0111.geopotential number by the normal gravity value computed on the
 HG0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0111.degrees latitude (g = 980.6199 gals.).
 HG0111
 HG0111.The modeled gravity was interpolated from observed gravity values.
 HG0111
 HG0111;                    North         East    Units  Estimated Accuracy
 HG0111;SPC KS S     -   507,170.      434,130.      MT  (+/- 180 meters Scaled)
 HG0111
 HG0111                          SUPERSEDED SURVEY CONTROL
 HG0111
 HG0111  NGVD 29 (??/??/92)  470.512  (m)         1543.67   (f) ADJ UNCH    2 0
 HG0111
 HG0111.Superseded values are not recommended for survey control.
 HG0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0111.See file dsdata.txt to determine how the superseded data were derived.
 HG0111
 HG0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG782653(NAD 83)
 HG0111_MARKER: DB = BENCH MARK DISK
 HG0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0111_STAMPING: A 311 1956
 HG0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0111+STABILITY: SURFACE MOTION
 HG0111
 HG0111  HISTORY     - Date     Condition        Report By
 HG0111  HISTORY     - 1956     MONUMENTED       CGS
 HG0111
 HG0111                          STATION DESCRIPTION
 HG0111
 HG0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HG0111'0.6 MI S FROM KINGMAN.
 HG0111'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0111'AND SANTA FE RAILROAD STATION AT KINGMAN, 47 FEET EAST OF THE
 HG0111'CENTER LINE OF THE HIGHWAY, 61 FEET SOUTH OF THE CENTER LINE
 HG0111'OF A GRADED DIRT ROAD LEADING EAST, 28.2 FEET SOUTH OF A POWER
 HG0111'POLE, 1.4 FEET WEST OF A FENCE, 1.2 FEET NORTH OF A WITNESS
 HG0111'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 HG0111'ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 8, TOWNSHIP
 HG0111'28 SOUTH, RANGE 8 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0113 ***********************************************************************
 HG0113  DESIGNATION -  A 311 RESET
 HG0113  PID         -  HG0113
 HG0113  STATE/COUNTY-  KS/KINGMAN
 HG0113  USGS QUAD   -  KINGMAN (1983)
 HG0113
 HG0113                         *CURRENT SURVEY CONTROL
 HG0113  ___________________________________________________________________
 HG0113* NAD 83(1986)-  37 37 54.     (N)    098 06 48.     (W)     SCALED    
 HG0113* NAVD 88     -       470.097  (meters)    1542.31   (feet)  ADJUSTED  
 HG0113  ___________________________________________________________________
 HG0113  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0113  DYNAMIC HT  -         469.709 (meters)    1541.04  (feet)  COMP
 HG0113  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 HG0113
 HG0113  VERT ORDER  -  FIRST     CLASS II
 HG0113
 HG0113.The horizontal coordinates were scaled from a topographic map and have
 HG0113.an estimated accuracy of +/- 6 seconds.
 HG0113
 HG0113.The orthometric height was determined by differential leveling
 HG0113.and adjusted by the National Geodetic Survey in June 1991..
 HG0113
 HG0113.The geoid height was determined by GEOID03.
 HG0113
 HG0113.The dynamic height is computed by dividing the NAVD 88
 HG0113.geopotential number by the normal gravity value computed on the
 HG0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0113.degrees latitude (g = 980.6199 gals.).
 HG0113
 HG0113.The modeled gravity was interpolated from observed gravity values.
 HG0113
 HG0113;                    North         East    Units  Estimated Accuracy
 HG0113;SPC KS S     -   507,170.      434,130.      MT  (+/- 180 meters Scaled)
 HG0113
 HG0113                          SUPERSEDED SURVEY CONTROL
 HG0113
 HG0113.No superseded survey control is available for this station.
 HG0113
 HG0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG782653(NAD 83)
 HG0113_MARKER: DB = BENCH MARK DISK
 HG0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0113_SP_SET: CONCRETE POST
 HG0113_STAMPING: A 311 RESET 1962
 HG0113_MARK LOGO: CGS   
 HG0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0113+STABILITY: SURFACE MOTION
 HG0113
 HG0113  HISTORY     - Date     Condition        Report By
 HG0113  HISTORY     - 1962     MONUMENTED       CGS
 HG0113  HISTORY     - 1965     GOOD             USGS
 HG0113  HISTORY     - 1977     GOOD             LOCENG
 HG0113  HISTORY     - 1977     GOOD             LOCENG
 HG0113  HISTORY     - 1986     GOOD             NGS
 HG0113
 HG0113                          STATION DESCRIPTION
 HG0113
 HG0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HG0113'0.6 MI S FROM KINGMAN.
 HG0113'0.6 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE ATCHISON, TOPEKA
 HG0113'AND SANTA FE RAILROAD STATION AT KINGMAN, KINGMAN COUNTY, 298
 HG0113'FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING
 HG0113'IN THE NORTHEAST ANGLE OF THE INTERSECTION, 250 FEET SOUTH OF
 HG0113'THE INTERSECTION OF MAIN AND EIGHTH STREETS, 76 FEET EAST OF
 HG0113'THE CENTERLINE OF STATE HIGHWAY 14, 4 FEET NORTH OF A POWER
 HG0113'POLE, 1 FOOT EAST OF RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A
 HG0113'WHITE POST.  THE CONCRETE POST PROJECTS 4 INCHES.
 HG0113
 HG0113                          STATION RECOVERY (1965)
 HG0113
 HG0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HG0113'RECOVERED IN GOOD CONDITION.
 HG0113
 HG0113                          STATION RECOVERY (1977)
 HG0113
 HG0113'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HG0113'INCORRECT DESCRIPTION-- BENCH MARK IS LOCATED 1 FT. WEST OF FACE, NOT
 HG0113'EAST.
 HG0113
 HG0113                          STATION RECOVERY (1977)
 HG0113
 HG0113'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HG0113'INCORRECT DESCRIPTION-- BENCH MARK IS LOCATED 1 FT. WEST OF FACE, NOT
 HG0113'EAST.
 HG0113
 HG0113                          STATION RECOVERY (1986)
 HG0113
 HG0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0948 ***********************************************************************
 HF0948  DESIGNATION -  A 312
 HF0948  PID         -  HF0948
 HF0948  STATE/COUNTY-  KS/SEDGWICK
 HF0948  USGS QUAD   -  LAKE AFTON (1980)
 HF0948
 HF0948                         *CURRENT SURVEY CONTROL
 HF0948  ___________________________________________________________________
 HF0948* NAD 83(1986)-  37 30 12.     (N)    097 38 35.     (W)     SCALED    
 HF0948* NAVD 88     -       400.458  (meters)    1313.84   (feet)  ADJUSTED  
 HF0948  ___________________________________________________________________
 HF0948  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HF0948  DYNAMIC HT  -         400.130 (meters)    1312.76  (feet)  COMP
 HF0948  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 HF0948
 HF0948  VERT ORDER  -  SECOND    CLASS 0
 HF0948
 HF0948.The horizontal coordinates were scaled from a topographic map and have
 HF0948.an estimated accuracy of +/- 6 seconds.
 HF0948
 HF0948.The orthometric height was determined by differential leveling
 HF0948.and adjusted by the National Geodetic Survey in June 1991..
 HF0948
 HF0948.The geoid height was determined by GEOID03.
 HF0948
 HF0948.The dynamic height is computed by dividing the NAVD 88
 HF0948.geopotential number by the normal gravity value computed on the
 HF0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0948.degrees latitude (g = 980.6199 gals.).
 HF0948
 HF0948.The modeled gravity was interpolated from observed gravity values.
 HF0948
 HF0948;                    North         East    Units  Estimated Accuracy
 HF0948;SPC KS S     -   493,210.      475,770.      MT  (+/- 180 meters Scaled)
 HF0948
 HF0948                          SUPERSEDED SURVEY CONTROL
 HF0948
 HF0948  NGVD 29 (??/??/92)  400.327  (m)         1313.41   (f) ADJ UNCH    2 0
 HF0948
 HF0948.Superseded values are not recommended for survey control.
 HF0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0948.See file dsdata.txt to determine how the superseded data were derived.
 HF0948
 HF0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG199515(NAD 83)
 HF0948_MARKER: DB = BENCH MARK DISK
 HF0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0948_SP_SET: BRIDGE WHEEL GUARD
 HF0948_STAMPING: A 312 1956
 HF0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0948
 HF0948  HISTORY     - Date     Condition        Report By
 HF0948  HISTORY     - 1956     MONUMENTED       CGS
 HF0948
 HF0948                          STATION DESCRIPTION
 HF0948
 HF0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0948'1.4 MI N FROM VIOLA.
 HF0948'0.25 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0948'RAILROAD FROM THE STATION AT VIOLA, THENCE 1.15 MILES NORTH ALONG
 HF0948'AN OILED ROAD, 83 FEET WEST OF THE CENTER LINE OF A NORTH AND
 HF0948'SOUTH OILED ROAD, 18 FEET SOUTH OF THE CENTER LINE OF AN EAST
 HF0948'AND WEST DIRT ROAD, 1.8 FEET ABOVE THE LEVEL OF THE ROAD, SET IN
 HF0948'THE TOP OF THE EAST END OF THE SOUTH WHEEL GUARD OF A CONCRETE
 HF0948'BRIDGE, IN THE NORTHEAST 1/4 OF SECTION 28, TOWNSHIP 29 SOUTH,
 HF0948'RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1027 ***********************************************************************
 HF1027  DESIGNATION -  A 313
 HF1027  PID         -  HF1027
 HF1027  STATE/COUNTY-  KS/SEDGWICK
 HF1027  USGS QUAD   -  CHENEY (1982)
 HF1027
 HF1027                         *CURRENT SURVEY CONTROL
 HF1027  ___________________________________________________________________
 HF1027* NAD 83(1986)-  37 39 43.     (N)    097 46 14.     (W)     SCALED    
 HF1027* NAVD 88     -       419.207  (meters)    1375.35   (feet)  ADJUSTED  
 HF1027  ___________________________________________________________________
 HF1027  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HF1027  DYNAMIC HT  -         418.869 (meters)    1374.24  (feet)  COMP
 HF1027  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 HF1027
 HF1027  VERT ORDER  -  SECOND    CLASS 0
 HF1027
 HF1027.The horizontal coordinates were scaled from a topographic map and have
 HF1027.an estimated accuracy of +/- 6 seconds.
 HF1027
 HF1027.The orthometric height was determined by differential leveling
 HF1027.and adjusted by the National Geodetic Survey in June 1991..
 HF1027
 HF1027.The geoid height was determined by GEOID03.
 HF1027
 HF1027.The dynamic height is computed by dividing the NAVD 88
 HF1027.geopotential number by the normal gravity value computed on the
 HF1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1027.degrees latitude (g = 980.6199 gals.).
 HF1027
 HF1027.The modeled gravity was interpolated from observed gravity values.
 HF1027
 HF1027;                    North         East    Units  Estimated Accuracy
 HF1027;SPC KS S     -   510,710.      464,360.      MT  (+/- 180 meters Scaled)
 HF1027
 HF1027                          SUPERSEDED SURVEY CONTROL
 HF1027
 HF1027  NGVD 29 (??/??/92)  419.062  (m)         1374.87   (f) ADJ UNCH    2 0
 HF1027
 HF1027.Superseded values are not recommended for survey control.
 HF1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1027.See file dsdata.txt to determine how the superseded data were derived.
 HF1027
 HF1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG084690(NAD 83)
 HF1027_MARKER: DB = BENCH MARK DISK
 HF1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1027_STAMPING: A 313 1956
 HF1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1027+STABILITY: SURFACE MOTION
 HF1027
 HF1027  HISTORY     - Date     Condition        Report By
 HF1027  HISTORY     - 1956     MONUMENTED       CGS
 HF1027
 HF1027                          STATION DESCRIPTION
 HF1027
 HF1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1027'2.8 MI N FROM CHENEY.
 HF1027'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1027'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A GRADED
 HF1027'DIRT ROAD, 60 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 54,
 HF1027'24 FEET WEST OF A FENCE CORNER, 16.2 FEET WEST OF A POWER POLE,
 HF1027'26 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTH,
 HF1027'1.4 FEET SOUTH OF A FENCE, 1.7 FEET WEST OF A WITNESS POST, SET
 HF1027'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 HF1027'GROUND, IN THE SOUTHEAST 1/4 OF SECTION 29, TOWNSHIP 27 SOUTH,
 HF1027'RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0855 ***********************************************************************
 HF0855  DESIGNATION -  A 314
 HF0855  PID         -  HF0855
 HF0855  STATE/COUNTY-  KS/SUMNER
 HF0855  USGS QUAD   -  MILAN (1981)
 HF0855
 HF0855                         *CURRENT SURVEY CONTROL
 HF0855  ___________________________________________________________________
 HF0855* NAD 83(1986)-  37 15 19.     (N)    097 40 27.     (W)     SCALED    
 HF0855* NAVD 88     -       373.284  (meters)    1224.68   (feet)  ADJUSTED  
 HF0855  ___________________________________________________________________
 HF0855  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0855  DYNAMIC HT  -         372.973 (meters)    1223.66  (feet)  COMP
 HF0855  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 HF0855
 HF0855  VERT ORDER  -  SECOND    CLASS 0
 HF0855
 HF0855.The horizontal coordinates were scaled from a topographic map and have
 HF0855.an estimated accuracy of +/- 6 seconds.
 HF0855
 HF0855.The orthometric height was determined by differential leveling
 HF0855.and adjusted by the National Geodetic Survey in June 1991..
 HF0855.WARNING-Repeat measurements at this control monument indicate possible
 HF0855.vertical movement.
 HF0855
 HF0855.The geoid height was determined by GEOID03.
 HF0855
 HF0855.The dynamic height is computed by dividing the NAVD 88
 HF0855.geopotential number by the normal gravity value computed on the
 HF0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0855.degrees latitude (g = 980.6199 gals.).
 HF0855
 HF0855.The modeled gravity was interpolated from observed gravity values.
 HF0855
 HF0855;                    North         East    Units  Estimated Accuracy
 HF0855;SPC KS S     -   465,650.      473,260.      MT  (+/- 180 meters Scaled)
 HF0855
 HF0855                          SUPERSEDED SURVEY CONTROL
 HF0855
 HF0855  NGVD 29 (??/??/92)  373.185  (m)         1224.36   (f) ADJ UNCH    2 0
 HF0855
 HF0855.Superseded values are not recommended for survey control.
 HF0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0855.See file dsdata.txt to determine how the superseded data were derived.
 HF0855
 HF0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG175240(NAD 83)
 HF0855_MARKER: DB = BENCH MARK DISK
 HF0855_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0855_SP_SET: BUILDING
 HF0855_STAMPING: A 314 1956
 HF0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0855
 HF0855  HISTORY     - Date     Condition        Report By
 HF0855  HISTORY     - 1956     MONUMENTED       CGS
 HF0855  HISTORY     - 1962     GOOD             NGS
 HF0855
 HF0855                          STATION DESCRIPTION
 HF0855
 HF0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0855'AT MILAN.
 HF0855'AT MILAN, 2.1 FEET WEST OF THE NORTHEAST CORNER OF THE MILAN
 HF0855'SCHOOL BUILDING, 2.8 FEET ABOVE THE GROUND, SET VERTICALLY IN
 HF0855'THE NORTH BRICK WALL OF THE SCHOOL BUILDING, IN THE NORTHEAST
 HF0855'1/4 OF SECTION 19, TOWNSHIP 32 SOUTH, RANGE 3 WEST.
 HF0855
 HF0855                          STATION RECOVERY (1962)
 HF0855
 HF0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1052 ***********************************************************************
 HF1052  DESIGNATION -  A 315
 HF1052  PID         -  HF1052
 HF1052  STATE/COUNTY-  KS/RENO
 HF1052  USGS QUAD   -  CASTLETON (1965)
 HF1052
 HF1052                         *CURRENT SURVEY CONTROL
 HF1052  ___________________________________________________________________
 HF1052* NAD 83(1986)-  37 51 14.     (N)    097 57 31.     (W)     SCALED    
 HF1052* NAVD 88     -       442.588  (meters)    1452.06   (feet)  ADJUSTED  
 HF1052  ___________________________________________________________________
 HF1052  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 HF1052  DYNAMIC HT  -         442.244 (meters)    1450.93  (feet)  COMP
 HF1052  MODELED GRAV-     979,839.2   (mgal)                       NAVD 88
 HF1052
 HF1052  VERT ORDER  -  SECOND    CLASS 0
 HF1052
 HF1052.The horizontal coordinates were scaled from a topographic map and have
 HF1052.an estimated accuracy of +/- 6 seconds.
 HF1052
 HF1052.The orthometric height was determined by differential leveling
 HF1052.and adjusted by the National Geodetic Survey in June 1991..
 HF1052
 HF1052.The geoid height was determined by GEOID03.
 HF1052
 HF1052.The dynamic height is computed by dividing the NAVD 88
 HF1052.geopotential number by the normal gravity value computed on the
 HF1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1052.degrees latitude (g = 980.6199 gals.).
 HF1052
 HF1052.The modeled gravity was interpolated from observed gravity values.
 HF1052
 HF1052;                    North         East    Units  Estimated Accuracy
 HF1052;SPC KS S     -   531,900.      447,640.      MT  (+/- 180 meters Scaled)
 HF1052
 HF1052                          SUPERSEDED SURVEY CONTROL
 HF1052
 HF1052  NGVD 29 (??/??/92)  442.436  (m)         1451.56   (f) ADJ UNCH    2 0
 HF1052
 HF1052.Superseded values are not recommended for survey control.
 HF1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1052.See file dsdata.txt to determine how the superseded data were derived.
 HF1052
 HF1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG916901(NAD 83)
 HF1052_MARKER: DB = BENCH MARK DISK
 HF1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1052_STAMPING: A 315 1956
 HF1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1052+STABILITY: SURFACE MOTION
 HF1052
 HF1052  HISTORY     - Date     Condition        Report By
 HF1052  HISTORY     - 1956     MONUMENTED       CGS
 HF1052
 HF1052                          STATION DESCRIPTION
 HF1052
 HF1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1052'1.9 MI S FROM CASTLETON.
 HF1052'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF1052'RAILROAD FROM THE STATION AT CASTLETON, THENCE 0.9 MILE EAST
 HF1052'ALONG A GRADED DIRT ROAD, 26 FEET NORTH OF THE EXTENDED CENTER
 HF1052'LINE OF A ROAD LEADING WEST, 11 FEET EAST OF THE EXTENDED CENTER
 HF1052'LINE OF A ROAD LEADING SOUTH, 26 FEET WEST OF A 48 INCH
 HF1052'COTTONWOOD TREE, 3.5 FEET EAST OF A FENCE CORNER, 2 FEET NORTH
 HF1052'OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, SET IN THE TOP
 HF1052'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 HF1052'IN THE SOUTHWEST 1/4 OF SECTION 23, TOWNSHIP 25 SOUTH, RANGE
 HF1052'6 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0095 ***********************************************************************
 JJ0095  DESIGNATION -  A 32
 JJ0095  PID         -  JJ0095
 JJ0095  STATE/COUNTY-  KS/HAMILTON
 JJ0095  USGS QUAD   -  HOLLY EAST (1978)
 JJ0095
 JJ0095                         *CURRENT SURVEY CONTROL
 JJ0095  ___________________________________________________________________
 JJ0095* NAD 83(1986)-  38 02 38.     (N)    102 02 28.     (W)     SCALED    
 JJ0095* NAVD 88     -      1025.845  (meters)    3365.63   (feet)  ADJUSTED  
 JJ0095  ___________________________________________________________________
 JJ0095  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 JJ0095  DYNAMIC HT  -        1024.889 (meters)    3362.49  (feet)  COMP
 JJ0095  MODELED GRAV-     979,662.7   (mgal)                       NAVD 88
 JJ0095
 JJ0095  VERT ORDER  -  FIRST     CLASS II
 JJ0095
 JJ0095.The horizontal coordinates were scaled from a topographic map and have
 JJ0095.an estimated accuracy of +/- 6 seconds.
 JJ0095
 JJ0095.The orthometric height was determined by differential leveling
 JJ0095.and adjusted by the National Geodetic Survey in June 1991..
 JJ0095
 JJ0095.The geoid height was determined by GEOID03.
 JJ0095
 JJ0095.The dynamic height is computed by dividing the NAVD 88
 JJ0095.geopotential number by the normal gravity value computed on the
 JJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0095.degrees latitude (g = 980.6199 gals.).
 JJ0095
 JJ0095.The modeled gravity was interpolated from observed gravity values.
 JJ0095
 JJ0095;                    North         East    Units  Estimated Accuracy
 JJ0095;SPC KS S     -   558,750.       89,260.      MT  (+/- 180 meters Scaled)
 JJ0095
 JJ0095                          SUPERSEDED SURVEY CONTROL
 JJ0095
 JJ0095  NGVD 29 (??/??/92) 1025.430  (m)         3364.26   (f) ADJ UNCH    1 2
 JJ0095
 JJ0095.Superseded values are not recommended for survey control.
 JJ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0095.See file dsdata.txt to determine how the superseded data were derived.
 JJ0095
 JJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC596148(NAD 83)
 JJ0095_MARKER: DB = BENCH MARK DISK
 JJ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0095_STAMPING: A 32 1934
 JJ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0095+STABILITY: SURFACE MOTION
 JJ0095
 JJ0095  HISTORY     - Date     Condition        Report By
 JJ0095  HISTORY     - 1934     MONUMENTED       CGS
 JJ0095  HISTORY     - 1961     GOOD             NGS
 JJ0095  HISTORY     - 1986     MARK NOT FOUND   NGS
 JJ0095
 JJ0095                          STATION DESCRIPTION
 JJ0095
 JJ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JJ0095'1.5 MI W FROM COOLIDGE.
 JJ0095'A 32. --ABOUT 1.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JJ0095'RAILWAY FROM THE STATION AT COOLIDGE, HAMILTON COUNTY, ABOUT 0.3
 JJ0095'MILE WEST OF MILEPOST 470, ABOUT 0.2 MILE EAST OF THE COLORADO-
 JJ0095'KANSAS STATE LINE, ABOUT 125 YARDS EAST OF SIGNAL 4702, 11 FEET
 JJ0095'WEST OF A PRIVATE CROSSING, ABOUT 45 YARDS SOUTH OF U.S. HIGHWAY
 JJ0095'50, AND 47 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 JJ0095'DISK, STAMPED A 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0095
 JJ0095                          STATION RECOVERY (1986)
 JJ0095
 JJ0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0095'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1202 ***********************************************************************
 JE1202  DESIGNATION -  A 324
 JE1202  PID         -  JE1202
 JE1202  STATE/COUNTY-  KS/COFFEY
 JE1202  USGS QUAD   -  WAVERLY (1973)
 JE1202
 JE1202                         *CURRENT SURVEY CONTROL
 JE1202  ___________________________________________________________________
 JE1202* NAD 83(1986)-  38 23 23.     (N)    095 37 10.     (W)     SCALED    
 JE1202* NAVD 88     -       345.877  (meters)    1134.76   (feet)  ADJUSTED  
 JE1202  ___________________________________________________________________
 JE1202  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JE1202  DYNAMIC HT  -         345.627 (meters)    1133.94  (feet)  COMP
 JE1202  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 JE1202
 JE1202  VERT ORDER  -  SECOND    CLASS 0
 JE1202
 JE1202.The horizontal coordinates were scaled from a topographic map and have
 JE1202.an estimated accuracy of +/- 6 seconds.
 JE1202
 JE1202.The orthometric height was determined by differential leveling
 JE1202.and adjusted by the National Geodetic Survey in June 1991..
 JE1202
 JE1202.The geoid height was determined by GEOID03.
 JE1202
 JE1202.The dynamic height is computed by dividing the NAVD 88
 JE1202.geopotential number by the normal gravity value computed on the
 JE1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1202.degrees latitude (g = 980.6199 gals.).
 JE1202
 JE1202.The modeled gravity was interpolated from observed gravity values.
 JE1202
 JE1202;                    North         East    Units  Estimated Accuracy
 JE1202;SPC KS S     -   595,120.      651,610.      MT  (+/- 180 meters Scaled)
 JE1202
 JE1202                          SUPERSEDED SURVEY CONTROL
 JE1202
 JE1202  NGVD 29 (??/??/92)  345.714  (m)         1134.23   (f) ADJ UNCH    2 0
 JE1202
 JE1202.Superseded values are not recommended for survey control.
 JE1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1202.See file dsdata.txt to determine how the superseded data were derived.
 JE1202
 JE1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC712523(NAD 83)
 JE1202_MARKER: DB = BENCH MARK DISK
 JE1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1202_SP_SET: BRIDGE
 JE1202_STAMPING: A 324 1960
 JE1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1202
 JE1202  HISTORY     - Date     Condition        Report By
 JE1202  HISTORY     - 1960     MONUMENTED       CGS
 JE1202
 JE1202                          STATION DESCRIPTION
 JE1202
 JE1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1202'1 MI W FROM WAVERLY.
 JE1202'0.15 MILE SOUTH ALONG A OILED ROAD FROM THE RAILROAD DEPOT AT
 JE1202'WAVERLY, THENCE 1.15 MILES WEST ALONG A GRAVELED ROAD, ABOUT
 JE1202'150 FEET WEST OF A NORTH-SOUTH GRAVELED ROAD, 2.5 FEET EAST OF
 JE1202'THE EAST END OF THE NORTH RAIL OF A CONCRETE BRIDGE, CEMENTED
 JE1202'IN A DRILL HOLE IN THE NORTH HEADWALL OF THE CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0124 ***********************************************************************
 JF0124  DESIGNATION -  A 325
 JF0124  PID         -  JF0124
 JF0124  STATE/COUNTY-  KS/WABAUNSEE
 JF0124  USGS QUAD   -  KEENE (1983)
 JF0124
 JF0124                         *CURRENT SURVEY CONTROL
 JF0124  ___________________________________________________________________
 JF0124* NAD 83(1986)-  38 54 49.     (N)    096 05 07.     (W)     SCALED    
 JF0124* NAVD 88     -       380.087  (meters)    1247.00   (feet)  ADJUSTED  
 JF0124  ___________________________________________________________________
 JF0124  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JF0124  DYNAMIC HT  -         379.825 (meters)    1246.14  (feet)  COMP
 JF0124  MODELED GRAV-     979,925.6   (mgal)                       NAVD 88
 JF0124
 JF0124  VERT ORDER  -  SECOND    CLASS 0
 JF0124
 JF0124.The horizontal coordinates were scaled from a topographic map and have
 JF0124.an estimated accuracy of +/- 6 seconds.
 JF0124
 JF0124.The orthometric height was determined by differential leveling
 JF0124.and adjusted by the National Geodetic Survey in June 1991..
 JF0124
 JF0124.The geoid height was determined by GEOID03.
 JF0124
 JF0124.The dynamic height is computed by dividing the NAVD 88
 JF0124.geopotential number by the normal gravity value computed on the
 JF0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0124.degrees latitude (g = 980.6199 gals.).
 JF0124
 JF0124.The modeled gravity was interpolated from observed gravity values.
 JF0124
 JF0124;                    North         East    Units  Estimated Accuracy
 JF0124;SPC KS N     -    66,170.      566,050.      MT  (+/- 180 meters Scaled)
 JF0124
 JF0124                          SUPERSEDED SURVEY CONTROL
 JF0124
 JF0124  NGVD 29 (??/??/92)  379.937  (m)         1246.51   (f) ADJ UNCH    2 0
 JF0124
 JF0124.Superseded values are not recommended for survey control.
 JF0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0124.See file dsdata.txt to determine how the superseded data were derived.
 JF0124
 JF0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ527112(NAD 83)
 JF0124_MARKER: DB = BENCH MARK DISK
 JF0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0124_SP_SET: CULVERT
 JF0124_STAMPING: A 325 1960
 JF0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0124
 JF0124  HISTORY     - Date     Condition        Report By
 JF0124  HISTORY     - 1960     MONUMENTED       CGS
 JF0124  HISTORY     - 1961     GOOD             NGS
 JF0124  HISTORY     - 1978     GOOD             NGS
 JF0124
 JF0124                          STATION DESCRIPTION
 JF0124
 JF0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JF0124'4.6 MI NE FROM ESKRIDGE.
 JF0124'4.6 MILES EAST AND NORTH ALONG STATE HIGHWAY 4 FROM THE POST
 JF0124'OFFICE AT ESKRIDGE, 15 FEET WEST OF THE CENTER OF THE HIGHWAY,
 JF0124'21 FEET SOUTHEAST OF A GATE, 4.7 FEET SOUTH OF THE WITNESS POST,
 JF0124'CEMENTED IN A DRILL HOLE 3.5 SOUTH OF THE NORTH END OF THE WEST
 JF0124'HEADWALL OF A CONCRETE CULVERT AND ABOUT 0.5 ABOVE THE LEVEL
 JF0124'OF THE HIGHWAY.
 JF0124
 JF0124                          STATION RECOVERY (1978)
 JF0124
 JF0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 JF0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1220 ***********************************************************************
 JE1220  DESIGNATION -  A 326
 JE1220  PID         -  JE1220
 JE1220  STATE/COUNTY-  KS/OSAGE
 JE1220  USGS QUAD   -  CARBONDALE (1983)
 JE1220
 JE1220                         *CURRENT SURVEY CONTROL
 JE1220  ___________________________________________________________________
 JE1220* NAD 83(1986)-  38 50 51.     (N)    095 41 53.     (W)     SCALED    
 JE1220* NAVD 88     -       323.470  (meters)    1061.25   (feet)  ADJUSTED  
 JE1220  ___________________________________________________________________
 JE1220  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JE1220  DYNAMIC HT  -         323.249 (meters)    1060.53  (feet)  COMP
 JE1220  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 JE1220
 JE1220  VERT ORDER  -  SECOND    CLASS 0
 JE1220
 JE1220.The horizontal coordinates were scaled from a topographic map and have
 JE1220.an estimated accuracy of +/- 6 seconds.
 JE1220
 JE1220.The orthometric height was determined by differential leveling
 JE1220.and adjusted by the National Geodetic Survey in June 1991..
 JE1220
 JE1220.The geoid height was determined by GEOID03.
 JE1220
 JE1220.The dynamic height is computed by dividing the NAVD 88
 JE1220.geopotential number by the normal gravity value computed on the
 JE1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1220.degrees latitude (g = 980.6199 gals.).
 JE1220
 JE1220.The modeled gravity was interpolated from observed gravity values.
 JE1220
 JE1220;                    North         East    Units  Estimated Accuracy
 JE1220;SPC KS S     -   645,710.      643,220.      MT  (+/- 180 meters Scaled)
 JE1220
 JE1220                          SUPERSEDED SURVEY CONTROL
 JE1220
 JE1220  NGVD 29 (??/??/92)  323.334  (m)         1060.81   (f) ADJ UNCH    2 0
 JE1220
 JE1220.Superseded values are not recommended for survey control.
 JE1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1220.See file dsdata.txt to determine how the superseded data were derived.
 JE1220
 JE1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD658033(NAD 83)
 JE1220_MARKER: DB = BENCH MARK DISK
 JE1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1220_STAMPING: A 326 1961
 JE1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1220+STABILITY: SURFACE MOTION
 JE1220
 JE1220  HISTORY     - Date     Condition        Report By
 JE1220  HISTORY     - 1961     MONUMENTED       CGS
 JE1220
 JE1220                          STATION DESCRIPTION
 JE1220
 JE1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JE1220'1.9 MI N FROM CARBONDALE.
 JE1220'1.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1220'FROM THE STATION AT CARBONDALE, 45 FEET WEST OF THE WEST RAIL,
 JE1220'3 FEET SOUTH OF A GATE, 3 FEET EAST OF THE FENCE, SOUTH OF A
 JE1220'DIM RAILROAD CROSSING, SET IN THE TOP OF A CONCRETE POST THAT
 JE1220'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1507 ***********************************************************************
 JE1507  DESIGNATION -  A 327
 JE1507  PID         -  JE1507
 JE1507  STATE/COUNTY-  KS/OSAGE
 JE1507  USGS QUAD   -  WAVERLY (1973)
 JE1507
 JE1507                         *CURRENT SURVEY CONTROL
 JE1507  ___________________________________________________________________
 JE1507* NAD 83(1986)-  38 28 40.     (N)    095 32 43.     (W)     SCALED    
 JE1507* NAVD 88     -       338.856  (meters)    1111.73   (feet)  ADJUSTED  
 JE1507  ___________________________________________________________________
 JE1507  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JE1507  DYNAMIC HT  -         338.613 (meters)    1110.93  (feet)  COMP
 JE1507  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 JE1507
 JE1507  VERT ORDER  -  SECOND    CLASS 0
 JE1507
 JE1507.The horizontal coordinates were scaled from a topographic map and have
 JE1507.an estimated accuracy of +/- 6 seconds.
 JE1507
 JE1507.The orthometric height was determined by differential leveling
 JE1507.and adjusted by the National Geodetic Survey in June 1991..
 JE1507
 JE1507.The geoid height was determined by GEOID03.
 JE1507
 JE1507.The dynamic height is computed by dividing the NAVD 88
 JE1507.geopotential number by the normal gravity value computed on the
 JE1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1507.degrees latitude (g = 980.6199 gals.).
 JE1507
 JE1507.The modeled gravity was interpolated from observed gravity values.
 JE1507
 JE1507;                    North         East    Units  Estimated Accuracy
 JE1507;SPC KS S     -   605,100.      657,780.      MT  (+/- 180 meters Scaled)
 JE1507
 JE1507                          SUPERSEDED SURVEY CONTROL
 JE1507
 JE1507  NGVD 29 (??/??/92)  338.701  (m)         1111.22   (f) ADJ UNCH    2 0
 JE1507
 JE1507.Superseded values are not recommended for survey control.
 JE1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1507.See file dsdata.txt to determine how the superseded data were derived.
 JE1507
 JE1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC779618(NAD 83)
 JE1507_MARKER: DB = BENCH MARK DISK
 JE1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1507_STAMPING: A 327 1974
 JE1507
 JE1507  HISTORY     - Date     Condition        Report By
 JE1507  HISTORY     - UNK      MONUMENTED
 JE1507
 JE1507                          STATION DESCRIPTION
 JE1507
 JE1507'DESCRIBED UNK
 JE1507'4.2 MI NE FROM WAVERLY.
 JE1507'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1507'STATE HIGHWAY 31 SOUTH (EXIT NO 162), WHICH IS ABOUT 4 MILES NORTH OF
 JE1507'WAVERLY, GO EAST ALONG I-35 FOR 3.2 MILES, THENCE NORTH ALONG A COUNTY
 JE1507'ROAD 1.0 MILE TO THE MARK SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE1507'1-INCH.  THE MARK IS IN THE SOUTHEAST ANGLE OF A ROAD CROSSING, 28
 JE1507'FEET EAST OF THE APPROXIMATE CENTER OF THE NORTH-SOUTH ROAD, 37 FEET
 JE1507'SOUTH OF THE APPROXIMATE CENTER OF THE EAST-WEST ROAD, 3 FEET
 JE1507'SOUTHWEST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A METAL WITNESS SIGN
 JE1507'AND IS ABOUT LEVEL WITH THE COUNTY ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1347 ***********************************************************************
 JE1347  DESIGNATION -  A 328
 JE1347  PID         -  JE1347
 JE1347  STATE/COUNTY-  KS/JOHNSON
 JE1347  USGS QUAD   -  GARDNER (1991)
 JE1347
 JE1347                         *CURRENT SURVEY CONTROL
 JE1347  ___________________________________________________________________
 JE1347* NAD 83(1986)-  38 47 10.     (N)    094 55 19.     (W)     SCALED    
 JE1347* NAVD 88     -       314.811  (meters)    1032.84   (feet)  ADJUSTED  
 JE1347  ___________________________________________________________________
 JE1347  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE1347  DYNAMIC HT  -         314.599 (meters)    1032.15  (feet)  COMP
 JE1347  MODELED GRAV-     979,944.2   (mgal)                       NAVD 88
 JE1347
 JE1347  VERT ORDER  -  SECOND    CLASS 0
 JE1347
 JE1347.The horizontal coordinates were scaled from a topographic map and have
 JE1347.an estimated accuracy of +/- 6 seconds.
 JE1347
 JE1347.The orthometric height was determined by differential leveling
 JE1347.and adjusted by the National Geodetic Survey in June 1991..
 JE1347
 JE1347.The geoid height was determined by GEOID03.
 JE1347
 JE1347.The dynamic height is computed by dividing the NAVD 88
 JE1347.geopotential number by the normal gravity value computed on the
 JE1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1347.degrees latitude (g = 980.6199 gals.).
 JE1347
 JE1347.The modeled gravity was interpolated from observed gravity values.
 JE1347
 JE1347;                    North         East    Units  Estimated Accuracy
 JE1347;SPC KS N     -    54,810.      667,390.      MT  (+/- 180 meters Scaled)
 JE1347
 JE1347                          SUPERSEDED SURVEY CONTROL
 JE1347
 JE1347  NGVD 29 (??/??/92)  314.688  (m)         1032.44   (f) ADJ UNCH    2 0
 JE1347
 JE1347.Superseded values are not recommended for survey control.
 JE1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1347.See file dsdata.txt to determine how the superseded data were derived.
 JE1347
 JE1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC330947(NAD 83)
 JE1347_MARKER: DB = BENCH MARK DISK
 JE1347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1347_SP_SET: CULVERT
 JE1347_STAMPING: A 328 1974
 JE1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1347
 JE1347  HISTORY     - Date     Condition        Report By
 JE1347  HISTORY     - 1974     MONUMENTED       NGS
 JE1347
 JE1347                          STATION DESCRIPTION
 JE1347
 JE1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1347'7.85 MI SW FROM OLATHE.
 JE1347'ABOUT 7.85 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1347'JUNCTION WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF
 JE1347'OLATHE, 36.5 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 JE1347'LANE OF I-35, AND 0.5 FOOT NORTHEAST OF THE SOUTHWEST END OF HEADWALL.
 JE1347'SET IN THE TOP OF THE NORTHWEST HEADWALL OF A BOX CULVERT WHICH IS
 JE1347'ALSO USED FOR A CATTLE WALKWAY UNDER I-35 AND IS ABOUT 3 FEET BELOW
 JE1347'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0763 ***********************************************************************
 KE0763  DESIGNATION -  A 329
 KE0763  PID         -  KE0763
 KE0763  STATE/COUNTY-  KS/SHAWNEE
 KE0763  USGS QUAD   -  TOPEKA (1983)
 KE0763
 KE0763                         *CURRENT SURVEY CONTROL
 KE0763  ___________________________________________________________________
 KE0763* NAD 83(1986)-  39 04 08.     (N)    095 37 32.     (W)     SCALED    
 KE0763* NAVD 88     -       269.197  (meters)     883.19   (feet)  ADJUSTED  
 KE0763  ___________________________________________________________________
 KE0763  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KE0763  DYNAMIC HT  -         269.023 (meters)     882.62  (feet)  COMP
 KE0763  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 KE0763
 KE0763  VERT ORDER  -  SECOND    CLASS 0
 KE0763
 KE0763.This mark is at Philip Billard Municipal Airport (TOP)
 KE0763
 KE0763.The horizontal coordinates were scaled from a topographic map and have
 KE0763.an estimated accuracy of +/- 6 seconds.
 KE0763
 KE0763.The orthometric height was determined by differential leveling
 KE0763.and adjusted by the National Geodetic Survey in June 1991..
 KE0763
 KE0763.The geoid height was determined by GEOID03.
 KE0763
 KE0763.The dynamic height is computed by dividing the NAVD 88
 KE0763.geopotential number by the normal gravity value computed on the
 KE0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0763.degrees latitude (g = 980.6199 gals.).
 KE0763
 KE0763.The modeled gravity was interpolated from observed gravity values.
 KE0763
 KE0763;                    North         East    Units  Estimated Accuracy
 KE0763;SPC KS N     -    84,350.      605,460.      MT  (+/- 180 meters Scaled)
 KE0763
 KE0763                          SUPERSEDED SURVEY CONTROL
 KE0763
 KE0763  NGVD 29 (??/??/92)  269.102  (m)          882.88   (f) ADJ UNCH    2 0
 KE0763
 KE0763.Superseded values are not recommended for survey control.
 KE0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0763.See file dsdata.txt to determine how the superseded data were derived.
 KE0763
 KE0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD728277(NAD 83)
 KE0763_MARKER: DB = BENCH MARK DISK
 KE0763_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KE0763_SP_SET: FOUNDATION WALL
 KE0763_STAMPING: A 329 1963
 KE0763_MARK LOGO: CGS   
 KE0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0763+STABILITY: SURFACE MOTION
 KE0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0763+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 KE0763
 KE0763  HISTORY     - Date     Condition        Report By
 KE0763  HISTORY     - 1963     MONUMENTED       CGS
 KE0763  HISTORY     - 1968     GOOD             NGS
 KE0763  HISTORY     - 1982     GOOD             NGS
 KE0763  HISTORY     - 1986     GOOD             NGS
 KE0763  HISTORY     - 20021008 GOOD             NGS
 KE0763
 KE0763                          STATION DESCRIPTION
 KE0763
 KE0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KE0763'2.5 MI NE FROM TOPEKA.
 KE0763'LOCATED AT THE TOPEKA MUNICIPAL AIRPORT, SET VERTICALLY IN
 KE0763'THE EAST FACE OF THE SECOND STONE WINDOW SILL NORTH OF THE
 KE0763'SOUTHEAST CORNER OF THE ONLY STONE AIRCRAFT HANGER AT THE
 KE0763'AIRPORT, AND ABOUT 4 FEET ABOVE THE APRON PARKING AREA.
 KE0763
 KE0763                          STATION RECOVERY (1968)
 KE0763
 KE0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KE0763'RECOVERED IN GOOD CONDITION.
 KE0763
 KE0763                          STATION RECOVERY (1982)
 KE0763
 KE0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KE0763'RECOVERED IN GOOD CONDITION.
 KE0763
 KE0763                          STATION RECOVERY (1986)
 KE0763
 KE0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0763'RECOVERED IN GOOD CONDITION.
 KE0763
 KE0763                          STATION RECOVERY (2002)
 KE0763
 KE0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 KE0763'HANGAR NOW BEARS NAME OF MEISINGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0299 ***********************************************************************
 HH0299  DESIGNATION -  A 33
 HH0299  PID         -  HH0299
 HH0299  STATE/COUNTY-  KS/KEARNY
 HH0299  USGS QUAD   -  DEERFIELD (1978)
 HH0299
 HH0299                         *CURRENT SURVEY CONTROL
 HH0299  ___________________________________________________________________
 HH0299* NAD 83(1986)-  37 57 46.     (N)    101 11 41.     (W)     SCALED    
 HH0299* NAVD 88     -       909.167  (meters)    2982.83   (feet)  ADJUSTED  
 HH0299  ___________________________________________________________________
 HH0299  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 HH0299  DYNAMIC HT  -         908.340 (meters)    2980.11  (feet)  COMP
 HH0299  MODELED GRAV-     979,689.5   (mgal)                       NAVD 88
 HH0299
 HH0299  VERT ORDER  -  FIRST     CLASS II
 HH0299
 HH0299.The horizontal coordinates were scaled from a topographic map and have
 HH0299.an estimated accuracy of +/- 6 seconds.
 HH0299
 HH0299.The orthometric height was determined by differential leveling
 HH0299.and adjusted by the National Geodetic Survey in June 1991..
 HH0299
 HH0299.The geoid height was determined by GEOID03.
 HH0299
 HH0299.The dynamic height is computed by dividing the NAVD 88
 HH0299.geopotential number by the normal gravity value computed on the
 HH0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0299.degrees latitude (g = 980.6199 gals.).
 HH0299
 HH0299.The modeled gravity was interpolated from observed gravity values.
 HH0299
 HH0299;                    North         East    Units  Estimated Accuracy
 HH0299;SPC KS S     -   547,270.      163,240.      MT  (+/- 180 meters Scaled)
 HH0299
 HH0299                          SUPERSEDED SURVEY CONTROL
 HH0299
 HH0299  NGVD 29 (??/??/92)  908.755  (m)         2981.47   (f) ADJ UNCH    1 2
 HH0299
 HH0299.Superseded values are not recommended for survey control.
 HH0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0299.See file dsdata.txt to determine how the superseded data were derived.
 HH0299
 HH0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH072039(NAD 83)
 HH0299_MARKER: DB = BENCH MARK DISK
 HH0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0299_STAMPING: A 33 1934
 HH0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0299+STABILITY: SURFACE MOTION
 HH0299
 HH0299  HISTORY     - Date     Condition        Report By
 HH0299  HISTORY     - 1934     MONUMENTED       CGS
 HH0299  HISTORY     - 1960     MARK NOT FOUND   NGS
 HH0299
 HH0299                          STATION DESCRIPTION
 HH0299
 HH0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0299'3.6 MI W FROM DEERFIELD.
 HH0299'ABOUT 3.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0299'RAILWAY FROM DEERFIELD, KEARNY COUNTY, AT MILEAGE 420.62, 35
 HH0299'FEET SOUTH OF THE CENTER OF A PRIVATE-ROAD CROSSING, AND 48
 HH0299'FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 HH0299'STAMPED A 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0299
 HH0299                          STATION RECOVERY (1960)
 HH0299
 HH0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HH0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0480 ***********************************************************************
 KF0480  DESIGNATION -  A 331
 KF0480  PID         -  KF0480
 KF0480  STATE/COUNTY-  KS/OTTAWA
 KF0480  USGS QUAD   -  MINNEAPOLIS SOUTH (1980)
 KF0480
 KF0480                         *CURRENT SURVEY CONTROL
 KF0480  ___________________________________________________________________
 KF0480* NAD 83(1986)-  39 06 20.     (N)    097 41 33.     (W)     SCALED    
 KF0480* NAVD 88     -       381.257  (meters)    1250.84   (feet)  ADJUSTED  
 KF0480  ___________________________________________________________________
 KF0480  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 KF0480  DYNAMIC HT  -         381.010 (meters)    1250.03  (feet)  COMP
 KF0480  MODELED GRAV-     979,968.2   (mgal)                       NAVD 88
 KF0480
 KF0480  VERT ORDER  -  SECOND    CLASS 0
 KF0480
 KF0480.The horizontal coordinates were scaled from a topographic map and have
 KF0480.an estimated accuracy of +/- 6 seconds.
 KF0480
 KF0480.The orthometric height was determined by differential leveling
 KF0480.and adjusted by the National Geodetic Survey in June 1991..
 KF0480
 KF0480.The geoid height was determined by GEOID03.
 KF0480
 KF0480.The dynamic height is computed by dividing the NAVD 88
 KF0480.geopotential number by the normal gravity value computed on the
 KF0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0480.degrees latitude (g = 980.6199 gals.).
 KF0480
 KF0480.The modeled gravity was interpolated from observed gravity values.
 KF0480
 KF0480;                    North         East    Units  Estimated Accuracy
 KF0480;SPC KS N     -    85,770.      426,600.      MT  (+/- 180 meters Scaled)
 KF0480
 KF0480                          SUPERSEDED SURVEY CONTROL
 KF0480
 KF0480  NGVD 29 (??/??/92)  381.149  (m)         1250.49   (f) ADJ UNCH    2 0
 KF0480
 KF0480.Superseded values are not recommended for survey control.
 KF0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0480.See file dsdata.txt to determine how the superseded data were derived.
 KF0480
 KF0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ130293(NAD 83)
 KF0480_MARKER: DB = BENCH MARK DISK
 KF0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0480_STAMPING: A 331 1960
 KF0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0480+STABILITY: SURFACE MOTION
 KF0480
 KF0480  HISTORY     - Date     Condition        Report By
 KF0480  HISTORY     - 1960     MONUMENTED       CGS
 KF0480
 KF0480                          STATION DESCRIPTION
 KF0480
 KF0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0480'1.3 MI SE FROM MINNEAPOLIS.
 KF0480'1.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0480'STATION AT MINNEAPOLIS, 6 1/2 POLES NORTHWEST FROM MILE POST 22,
 KF0480'100 FEET SOUTHWEST OF THE NORTHEAST CORNER OF CULVERT 22.24 UNDER
 KF0480'TRACKS, 27.5 FEET WEST OF THE WEST RAIL, 1.6 FEET EAST FROM A N-S
 KF0480'RIGHT OF WAY FENCE, 2.4 FEET NORTHWEST OF A METAL WITNESS POST
 KF0480'WITH SIGN, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 KF0480'AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0535 ***********************************************************************
 KF0535  DESIGNATION -  A 332
 KF0535  PID         -  KF0535
 KF0535  STATE/COUNTY-  KS/CLOUD
 KF0535  USGS QUAD   -  AURORA NW (1965)
 KF0535
 KF0535                         *CURRENT SURVEY CONTROL
 KF0535  ___________________________________________________________________
 KF0535* NAD 83(1986)-  39 24 30.     (N)    097 39 59.     (W)     SCALED    
 KF0535* NAVD 88     -       472.694  (meters)    1550.83   (feet)  ADJUSTED  
 KF0535  ___________________________________________________________________
 KF0535  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 KF0535  DYNAMIC HT  -         472.395 (meters)    1549.85  (feet)  COMP
 KF0535  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 KF0535
 KF0535  VERT ORDER  -  SECOND    CLASS 0
 KF0535
 KF0535.The horizontal coordinates were scaled from a topographic map and have
 KF0535.an estimated accuracy of +/- 6 seconds.
 KF0535
 KF0535.The orthometric height was determined by differential leveling
 KF0535.and adjusted by the National Geodetic Survey in June 1991..
 KF0535
 KF0535.The geoid height was determined by GEOID03.
 KF0535
 KF0535.The dynamic height is computed by dividing the NAVD 88
 KF0535.geopotential number by the normal gravity value computed on the
 KF0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0535.degrees latitude (g = 980.6199 gals.).
 KF0535
 KF0535.The modeled gravity was interpolated from observed gravity values.
 KF0535
 KF0535;                    North         East    Units  Estimated Accuracy
 KF0535;SPC KS N     -   119,390.      428,730.      MT  (+/- 180 meters Scaled)
 KF0535
 KF0535                          SUPERSEDED SURVEY CONTROL
 KF0535
 KF0535  NGVD 29 (??/??/92)  472.560  (m)         1550.39   (f) ADJ UNCH    2 0
 KF0535
 KF0535.Superseded values are not recommended for survey control.
 KF0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0535.See file dsdata.txt to determine how the superseded data were derived.
 KF0535
 KF0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ148629(NAD 83)
 KF0535_MARKER: DB = BENCH MARK DISK
 KF0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0535_STAMPING: A 332 1961
 KF0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0535+STABILITY: SURFACE MOTION
 KF0535
 KF0535  HISTORY     - Date     Condition        Report By
 KF0535  HISTORY     - 1961     MONUMENTED       CGS
 KF0535
 KF0535                          STATION DESCRIPTION
 KF0535
 KF0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KF0535'15 MI NW FROM MILTONVALE.
 KF0535'12 MILES WEST ALONG U.S. HIGHWAY 24 FROM MILTONVALE TO INTERSECTION
 KF0535'WITH U.S. HIGHWAY 81, THENCE 3 MILES NORTH ALONG U.S. HIGHWAY
 KF0535'81 TO INTERSECTION WITH A CROSS ROAD, A BLACKTOPPED ROAD LEADING
 KF0535'WEST, 76 FEET EAST OF THE CENTER OF U.S. HIGHWAY 81, 25 FEET
 KF0535'SOUTH OF THE DIRT ROAD EAST, 4 FEET SOUTH FROM POWER POLE 46456,
 KF0535'2.6 FEET EAST FROM A METAL WITNESS POST WITH SIGN, 1.7 FEET
 KF0535'WEST FROM FENCE, SET IN A 12-INCH-SQUARE TOPPED CONCRETE MONUMENT
 KF0535'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0327 ***********************************************************************
 HF0327  DESIGNATION -  A 334
 HF0327  PID         -  HF0327
 HF0327  STATE/COUNTY-  KS/BUTLER
 HF0327  USGS QUAD   -  EL DORADO NW (1961)
 HF0327
 HF0327                         *CURRENT SURVEY CONTROL
 HF0327  ___________________________________________________________________
 HF0327* NAD 83(1986)-  37 59 05.     (N)    096 52 39.     (W)     SCALED    
 HF0327* NAVD 88     -       430.982  (meters)    1413.98   (feet)  ADJUSTED  
 HF0327  ___________________________________________________________________
 HF0327  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HF0327  DYNAMIC HT  -         430.649 (meters)    1412.89  (feet)  COMP
 HF0327  MODELED GRAV-     979,845.1   (mgal)                       NAVD 88
 HF0327
 HF0327  VERT ORDER  -  SECOND    CLASS 0
 HF0327
 HF0327.The horizontal coordinates were scaled from a topographic map and have
 HF0327.an estimated accuracy of +/- 6 seconds.
 HF0327
 HF0327.The orthometric height was determined by differential leveling
 HF0327.and adjusted by the National Geodetic Survey in June 1991..
 HF0327
 HF0327.The geoid height was determined by GEOID03.
 HF0327
 HF0327.The dynamic height is computed by dividing the NAVD 88
 HF0327.geopotential number by the normal gravity value computed on the
 HF0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0327.degrees latitude (g = 980.6199 gals.).
 HF0327
 HF0327.The modeled gravity was interpolated from observed gravity values.
 HF0327
 HF0327;                    North         East    Units  Estimated Accuracy
 HF0327;SPC KS S     -   547,520.      542,520.      MT  (+/- 180 meters Scaled)
 HF0327
 HF0327                          SUPERSEDED SURVEY CONTROL
 HF0327
 HF0327  NGVD 29 (??/??/92)  430.839  (m)         1413.51   (f) ADJ UNCH    2 0
 HF0327
 HF0327.Superseded values are not recommended for survey control.
 HF0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0327.See file dsdata.txt to determine how the superseded data were derived.
 HF0327
 HF0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH863062(NAD 83)
 HF0327_MARKER: DB = BENCH MARK DISK
 HF0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0327_STAMPING: A 334 1962
 HF0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0327+STABILITY: SURFACE MOTION
 HF0327
 HF0327  HISTORY     - Date     Condition        Report By
 HF0327  HISTORY     - 1962     MONUMENTED       CGS
 HF0327  HISTORY     - 20060825 GOOD             INDIV
 HF0327
 HF0327                          STATION DESCRIPTION
 HF0327
 HF0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0327'1 MI W FROM DE GRAFF.
 HF0327'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0327'DE GRAFF, THENCE 0.7 MILE WEST ALONG A BLACKTOP ROAD, 51 FEET
 HF0327'NORTH OF THE CENTER OF ROAD, 17 1/2 FEET WEST OF THE CENTER
 HF0327'OF ABANDONED ROAD LEADING NORTH, 13 FEET NORTH OF A FENCE CORNER,
 HF0327'2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 1 FOOT EAST
 HF0327'OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 HF0327'5 INCHES ABOVE GROUND, IN SECTION 4, TOWNSHIP 24 SOUTH, RANGE
 HF0327'5 EAST.
 HF0327
 HF0327                          STATION RECOVERY (2006)
 HF0327
 HF0327'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0349 ***********************************************************************
 HF0349  DESIGNATION -  A 335
 HF0349  PID         -  HF0349
 HF0349  STATE/COUNTY-  KS/BUTLER
 HF0349  USGS QUAD   -  DE GRAFF (1961)
 HF0349
 HF0349                         *CURRENT SURVEY CONTROL
 HF0349  ___________________________________________________________________
 HF0349* NAD 83(1986)-  37 56 34.     (N)    096 50 59.     (W)     SCALED    
 HF0349* NAVD 88     -       426.396  (meters)    1398.93   (feet)  ADJUSTED  
 HF0349  ___________________________________________________________________
 HF0349  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0349  DYNAMIC HT  -         426.066 (meters)    1397.85  (feet)  COMP
 HF0349  MODELED GRAV-     979,842.2   (mgal)                       NAVD 88
 HF0349
 HF0349  VERT ORDER  -  SECOND    CLASS 0
 HF0349
 HF0349.The horizontal coordinates were scaled from a topographic map and have
 HF0349.an estimated accuracy of +/- 6 seconds.
 HF0349
 HF0349.The orthometric height was determined by differential leveling
 HF0349.and adjusted by the National Geodetic Survey in June 1991..
 HF0349
 HF0349.The geoid height was determined by GEOID03.
 HF0349
 HF0349.The dynamic height is computed by dividing the NAVD 88
 HF0349.geopotential number by the normal gravity value computed on the
 HF0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0349.degrees latitude (g = 980.6199 gals.).
 HF0349
 HF0349.The modeled gravity was interpolated from observed gravity values.
 HF0349
 HF0349;                    North         East    Units  Estimated Accuracy
 HF0349;SPC KS S     -   542,910.      545,040.      MT  (+/- 180 meters Scaled)
 HF0349
 HF0349                          SUPERSEDED SURVEY CONTROL
 HF0349
 HF0349  NGVD 29 (??/??/92)  426.251  (m)         1398.46   (f) ADJ UNCH    2 0
 HF0349
 HF0349.Superseded values are not recommended for survey control.
 HF0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0349.See file dsdata.txt to determine how the superseded data were derived.
 HF0349
 HF0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH889016(NAD 83)
 HF0349_MARKER: DB = BENCH MARK DISK
 HF0349_SETTING: 80 = SET IN A BOULDER
 HF0349_SP_SET: BOULDER
 HF0349_STAMPING: A 335 1962
 HF0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0349+STABILITY: SURFACE MOTION
 HF0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0349+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 HF0349
 HF0349  HISTORY     - Date     Condition        Report By
 HF0349  HISTORY     - 1962     MONUMENTED       CGS
 HF0349  HISTORY     - 20060731 GOOD             INDIV
 HF0349
 HF0349                          STATION DESCRIPTION
 HF0349
 HF0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0349'3 MI S FROM DE GRAFF.
 HF0349'0.25 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0349'DE GRAFF, THENCE 2.75 MILES SOUTH ALONG U.S. 77 HIGHWAY, 55.2
 HF0349'FEET SOUTH OF A BRACED POWER POLE, 37.6 FEET EAST OF THE
 HF0349'CENTERLINE OF THE HIGHWAY, 3.8 FEET WEST OF A METAL WITNESS
 HF0349'POST AND RIGHT OF WAY FENCE, SET IN A DRILLHOLE IN A LARGE
 HF0349'BOULDER.
 HF0349
 HF0349                          STATION RECOVERY (2006)
 HF0349
 HF0349'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0349'US HIGHWAY 77 HAS BEEN RELOCATED TO THE WEST.  SCHOOL HOUSE IN DEGRAFF
 HF0349'NO LONGER EXISTS.
 HF0349' 
 HF0349'3 MILES S OF DEGRAFF ALONG US HIGHWAY 77.  BENCHMARK IS APPROXIMATELY
 HF0349'0.2 MILE E OF INTERSECTION OF US-77 AND PRIVATE DRIVE LEADING W, 0.25
 HF0349'MILE S OF EAST CURVE OF 85TH STREET EXIT.  REFERENCES TO WITNESS POST
 HF0349'AND POWER POLE REMAIN THE SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0606 ***********************************************************************
 HF0606  DESIGNATION -  A 336
 HF0606  PID         -  HF0606
 HF0606  STATE/COUNTY-  KS/COWLEY
 HF0606  USGS QUAD   -  HACKNEY (1979)
 HF0606
 HF0606                         *CURRENT SURVEY CONTROL
 HF0606  ___________________________________________________________________
 HF0606* NAD 83(1986)-  37 14 23.     (N)    097 00 43.     (W)     SCALED    
 HF0606* NAVD 88     -       346.601  (meters)    1137.14   (feet)  ADJUSTED  
 HF0606  ___________________________________________________________________
 HF0606  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HF0606  DYNAMIC HT  -         346.316 (meters)    1136.21  (feet)  COMP
 HF0606  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 HF0606
 HF0606  VERT ORDER  -  SECOND    CLASS 0
 HF0606
 HF0606.The horizontal coordinates were scaled from a topographic map and have
 HF0606.an estimated accuracy of +/- 6 seconds.
 HF0606
 HF0606.The orthometric height was determined by differential leveling
 HF0606.and adjusted by the National Geodetic Survey in June 1991..
 HF0606
 HF0606.The geoid height was determined by GEOID03.
 HF0606
 HF0606.The dynamic height is computed by dividing the NAVD 88
 HF0606.geopotential number by the normal gravity value computed on the
 HF0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0606.degrees latitude (g = 980.6199 gals.).
 HF0606
 HF0606.The modeled gravity was interpolated from observed gravity values.
 HF0606
 HF0606;                    North         East    Units  Estimated Accuracy
 HF0606;SPC KS S     -   464,660.      532,030.      MT  (+/- 180 meters Scaled)
 HF0606
 HF0606                          SUPERSEDED SURVEY CONTROL
 HF0606
 HF0606  NGVD 29 (??/??/92)  346.485  (m)         1136.76   (f) ADJ UNCH    2 0
 HF0606
 HF0606.Superseded values are not recommended for survey control.
 HF0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0606.See file dsdata.txt to determine how the superseded data were derived.
 HF0606
 HF0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG763233(NAD 83)
 HF0606_MARKER: DB = BENCH MARK DISK
 HF0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0606_SP_SET: CURB
 HF0606_STAMPING: A 336 1962
 HF0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0606
 HF0606  HISTORY     - Date     Condition        Report By
 HF0606  HISTORY     - 1962     MONUMENTED       CGS
 HF0606  HISTORY     - 19990404 GOOD             USPSQD
 HF0606
 HF0606                          STATION DESCRIPTION
 HF0606
 HF0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0606'1 MI W FROM WINFIELD.
 HF0606'0.6 MILE SOUTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0606'FROM THE STATION AT WINFIELD, THENCE 0.4 MILE WEST ALONG U.S.
 HF0606'HIGHWAY 160 TO THE BRIDGE OVER WALNUT RIVER, SET IN THE EAST
 HF0606'END OF THE SOUTH CURBING OF THE BRIDGE, 24.0 FEET SOUTH OF THE
 HF0606'CENTER OF THE CENTER ISLE OF THE BRIDGE, AND ABOUT 0.5 FEET
 HF0606'ABOVE THE LEVEL OF THE HIGHWAY.
 HF0606
 HF0606                          STATION RECOVERY (1999)
 HF0606
 HF0606'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0874 ***********************************************************************
 HF0874  DESIGNATION -  A 337
 HF0874  PID         -  HF0874
 HF0874  STATE/COUNTY-  KS/SUMNER
 HF0874  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0874
 HF0874                         *CURRENT SURVEY CONTROL
 HF0874  ___________________________________________________________________
 HF0874* NAD 83(1986)-  37 24 06.     (N)    097 38 29.     (W)     SCALED    
 HF0874* NAVD 88     -       410.125  (meters)    1345.55   (feet)  ADJUSTED  
 HF0874  ___________________________________________________________________
 HF0874  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HF0874  DYNAMIC HT  -         409.787 (meters)    1344.44  (feet)  COMP
 HF0874  MODELED GRAV-     979,795.4   (mgal)                       NAVD 88
 HF0874
 HF0874  VERT ORDER  -  SECOND    CLASS 0
 HF0874
 HF0874.The horizontal coordinates were scaled from a topographic map and have
 HF0874.an estimated accuracy of +/- 6 seconds.
 HF0874
 HF0874.The orthometric height was determined by differential leveling
 HF0874.and adjusted by the National Geodetic Survey in June 1991..
 HF0874
 HF0874.The geoid height was determined by GEOID03.
 HF0874
 HF0874.The dynamic height is computed by dividing the NAVD 88
 HF0874.geopotential number by the normal gravity value computed on the
 HF0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0874.degrees latitude (g = 980.6199 gals.).
 HF0874
 HF0874.The modeled gravity was interpolated from observed gravity values.
 HF0874
 HF0874;                    North         East    Units  Estimated Accuracy
 HF0874;SPC KS S     -   481,920.      476,020.      MT  (+/- 180 meters Scaled)
 HF0874
 HF0874                          SUPERSEDED SURVEY CONTROL
 HF0874
 HF0874  NGVD 29 (??/??/92)  409.996  (m)         1345.13   (f) ADJ UNCH    2 0
 HF0874
 HF0874.Superseded values are not recommended for survey control.
 HF0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0874.See file dsdata.txt to determine how the superseded data were derived.
 HF0874
 HF0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG202402(NAD 83)
 HF0874_MARKER: DB = BENCH MARK DISK
 HF0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0874_STAMPING: A337 1962
 HF0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0874+STABILITY: SURFACE MOTION
 HF0874
 HF0874  HISTORY     - Date     Condition        Report By
 HF0874  HISTORY     - 1962     MONUMENTED       CGS
 HF0874
 HF0874                          STATION DESCRIPTION
 HF0874
 HF0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0874'0.9 MI N FROM CONWAY SPRINGS.
 HF0874'0.1 MILE EAST OF POST OFFICE AT CONWAY SPRINGS, THENCE 0.8 MILE
 HF0874'NORTH ALONG STATE HIGHWAY 49 AT A ROAD INTERSECTION, 63.0 FEET
 HF0874'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 49 AND EAST
 HF0874'AND WEST GRAVEL ROAD, 31.6 FEET EAST OF THE CENTERLINE OF STATE
 HF0874'HIGHWAY 49, 1.9 NORTH OF A POWER POLE, 1.7 FEET SOUTH OF A
 HF0874'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0874'PROJECTS 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0875 ***********************************************************************
 HF0875  DESIGNATION -  A 337 RESET
 HF0875  PID         -  HF0875
 HF0875  STATE/COUNTY-  KS/SUMNER
 HF0875  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0875
 HF0875                         *CURRENT SURVEY CONTROL
 HF0875  ___________________________________________________________________
 HF0875* NAD 83(1986)-  37 24 06.     (N)    097 38 29.     (W)     SCALED    
 HF0875* NAVD 88     -       409.97   (meters)    1345.0    (feet)  RESET     
 HF0875  ___________________________________________________________________
 HF0875  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HF0875
 HF0875  VERT ORDER  -  THIRD
 HF0875
 HF0875.The horizontal coordinates were scaled from a topographic map and have
 HF0875.an estimated accuracy of +/- 6 seconds.
 HF0875
 HF0875.The orthometric height was computed from unverified reset data.
 HF0875
 HF0875.The geoid height was determined by GEOID03.
 HF0875
 HF0875;                    North         East    Units  Estimated Accuracy
 HF0875;SPC KS S     -   481,920.      476,020.      MT  (+/- 180 meters Scaled)
 HF0875
 HF0875                          SUPERSEDED SURVEY CONTROL
 HF0875
 HF0875.No superseded survey control is available for this station.
 HF0875
 HF0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG202402(NAD 83)
 HF0875_MARKER: DB = BENCH MARK DISK
 HF0875_SETTING: 0 = UNSPECIFIED SETTING
 HF0875_STAMPING: A 337 RESET 1964
 HF0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0875
 HF0875  HISTORY     - Date     Condition        Report By
 HF0875  HISTORY     - 1964     MONUMENTED       CGS
 HF0875
 HF0875                          STATION DESCRIPTION
 HF0875
 HF0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HF0875'0.8 MI N FROM CONWAY SPRINGS.
 HF0875'ABOUT 0.1 MILE EAST OF THE CONWAY SPRINGS POST OFFICE, THENCE
 HF0875'0.8 MILES NORTH ALONG STATE HIGHWAY 49, AT A GRAVEL CROSSROADS,
 HF0875'80 FEET SOUTHEAST OF THE CENTER OF INTERSECTION, 60 FEET SOUTH
 HF0875'OF THE CENTERLINE OF GRAVEL ROAD, 50 FEET EAST OF THE
 HF0875'CENTERLINE OF NEW STATE HIGHWAY 49, 3 FEET SOUTH OF A TELEPHONE
 HF0875'POLE, AND 1 1/2 FEET NORTH OF A STEEL WITNESS POST AND PROJECTING
 HF0875'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0859 ***********************************************************************
 KE0859  DESIGNATION -  A 338
 KE0859  PID         -  KE0859
 KE0859  STATE/COUNTY-  KS/SHAWNEE
 KE0859  USGS QUAD   -  TOPEKA (1983)
 KE0859
 KE0859                         *CURRENT SURVEY CONTROL
 KE0859  ___________________________________________________________________
 KE0859* NAD 83(1986)-  39 01 49.     (N)    095 40 23.     (W)     SCALED    
 KE0859* NAVD 88     -       280.514  (meters)     920.32   (feet)  ADJUSTED  
 KE0859  ___________________________________________________________________
 KE0859  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE0859  DYNAMIC HT  -         280.330 (meters)     919.72  (feet)  COMP
 KE0859  MODELED GRAV-     979,966.1   (mgal)                       NAVD 88
 KE0859
 KE0859  VERT ORDER  -  FIRST     CLASS II
 KE0859
 KE0859.The horizontal coordinates were scaled from a topographic map and have
 KE0859.an estimated accuracy of +/- 6 seconds.
 KE0859
 KE0859.The orthometric height was determined by differential leveling
 KE0859.and adjusted by the National Geodetic Survey in June 1991..
 KE0859.WARNING-Repeat measurements at this control monument indicate possible
 KE0859.vertical movement.
 KE0859
 KE0859.The geoid height was determined by GEOID03.
 KE0859
 KE0859.The dynamic height is computed by dividing the NAVD 88
 KE0859.geopotential number by the normal gravity value computed on the
 KE0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0859.degrees latitude (g = 980.6199 gals.).
 KE0859
 KE0859.The modeled gravity was interpolated from observed gravity values.
 KE0859
 KE0859;                    North         East    Units  Estimated Accuracy
 KE0859;SPC KS N     -    79,960.      601,460.      MT  (+/- 180 meters Scaled)
 KE0859
 KE0859                          SUPERSEDED SURVEY CONTROL
 KE0859
 KE0859  NGVD 29 (??/??/92)  280.387  (m)          919.90   (f) ADJ UNCH    1 2
 KE0859
 KE0859.Superseded values are not recommended for survey control.
 KE0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0859.See file dsdata.txt to determine how the superseded data were derived.
 KE0859
 KE0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD686235(NAD 83)
 KE0859_MARKER: DB = BENCH MARK DISK
 KE0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0859_SP_SET: CONCRETE POST
 KE0859_STAMPING: A 338 1966
 KE0859_MARK LOGO: CGS   
 KE0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0859+STABILITY: SURFACE MOTION
 KE0859
 KE0859  HISTORY     - Date     Condition        Report By
 KE0859  HISTORY     - 1966     MONUMENTED       CGS
 KE0859  HISTORY     - 1970     GOOD             NGS
 KE0859  HISTORY     - 1976     GOOD             NGS
 KE0859  HISTORY     - 1986     GOOD             NGS
 KE0859
 KE0859                          STATION DESCRIPTION
 KE0859
 KE0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0859'1 MI SE FROM TOPEKA.
 KE0859'ABOUT 0.15 MILE EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0859'HIGHWAY UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, THENCE 0.8
 KE0859'MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 KE0859'0.2 MILE SOUTH OF MILEPOST 52, 14 RAILS NORTH OF THE RAILROAD
 KE0859'UNDERPASS FOR FRANCES STREET, 300 FEET NORTH OF THE CROSSING
 KE0859'OF THE RAILROAD AND 21ST STREET (ABANDONED 33 FEET EAST OF THE
 KE0859'EAST RAIL, 13 FEET NORTHWEST OF TELEPHONE POLE NUMBER 456,
 KE0859'2.8 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 KE0859'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 KE0859'POST WHICH PROJECTS 0.3 FOOT.  1/4, SEC 6, T 12S, R 16E
 KE0859
 KE0859                          STATION RECOVERY (1976)
 KE0859
 KE0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KE0859'RECOVERED IN GOOD CONDITION.
 KE0859
 KE0859                          STATION RECOVERY (1986)
 KE0859
 KE0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0859'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN TOPEKA, AT
 KE0859'THE INTERSECTION OF 21ST STREET AND THE SANTA FE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1128 ***********************************************************************
 JF1128  DESIGNATION -  A 339
 JF1128  PID         -  JF1128
 JF1128  STATE/COUNTY-  KS/SALINE
 JF1128  USGS QUAD   -  SALINA SW (1978)
 JF1128
 JF1128                         *CURRENT SURVEY CONTROL
 JF1128  ___________________________________________________________________
 JF1128* NAD 83(1986)-  38 51 08.     (N)    097 38 47.     (W)     SCALED    
 JF1128* NAVD 88     -       382.288  (meters)    1254.22   (feet)  ADJUSTED  
 JF1128  ___________________________________________________________________
 JF1128  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 JF1128  DYNAMIC HT  -         382.031 (meters)    1253.38  (feet)  COMP
 JF1128  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 JF1128
 JF1128  VERT ORDER  -  SECOND    CLASS 0
 JF1128
 JF1128.The horizontal coordinates were scaled from a topographic map and have
 JF1128.an estimated accuracy of +/- 6 seconds.
 JF1128
 JF1128.The orthometric height was determined by differential leveling
 JF1128.and adjusted by the National Geodetic Survey in June 1991..
 JF1128
 JF1128.The geoid height was determined by GEOID03.
 JF1128
 JF1128.The dynamic height is computed by dividing the NAVD 88
 JF1128.geopotential number by the normal gravity value computed on the
 JF1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1128.degrees latitude (g = 980.6199 gals.).
 JF1128
 JF1128.The modeled gravity was interpolated from observed gravity values.
 JF1128
 JF1128;                    North         East    Units  Estimated Accuracy
 JF1128;SPC KS N     -    57,660.      430,700.      MT  (+/- 180 meters Scaled)
 JF1128
 JF1128                          SUPERSEDED SURVEY CONTROL
 JF1128
 JF1128  NGVD 29 (??/??/92)  382.195  (m)         1253.92   (f) ADJ UNCH    2 0
 JF1128
 JF1128.Superseded values are not recommended for survey control.
 JF1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1128.See file dsdata.txt to determine how the superseded data were derived.
 JF1128
 JF1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ174012(NAD 83)
 JF1128_MARKER: DB = BENCH MARK DISK
 JF1128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1128_SP_SET: ABUTMENT
 JF1128_STAMPING: A 339 1970
 JF1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1128
 JF1128  HISTORY     - Date     Condition        Report By
 JF1128  HISTORY     - 1970     MONUMENTED       NGS
 JF1128
 JF1128                          STATION DESCRIPTION
 JF1128
 JF1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1128'0.9 MI N FROM SALINA.
 JF1128'ABOUT 0.9 MILE NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1128'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, SET
 JF1128'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT FOR
 JF1128'THE MORE EASTERLY OF THE TWO INTERSTATE HIGHWAY 35W OVERPASSES
 JF1128'FOR THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 24 1/2 FEET EAST
 JF1128'OF THE CENTER LINE OF THE EAST TRAFFIC LANES OF THE HIGHWAY,
 JF1128'AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 10, T 14 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0609 ***********************************************************************
 KE0609  DESIGNATION -  A 34 11 18 E
 KE0609  PID         -  KE0609
 KE0609  STATE/COUNTY-  KS/DOUGLAS
 KE0609  USGS QUAD   -  PERRY (1975)
 KE0609
 KE0609                         *CURRENT SURVEY CONTROL
 KE0609  ___________________________________________________________________
 KE0609* NAD 83(1986)-  39 03 00.     (N)    095 23 33.     (W)     SCALED    
 KE0609* NAVD 88     -       257.611  (meters)     845.18   (feet)  ADJUSTED  
 KE0609  ___________________________________________________________________
 KE0609  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 KE0609  DYNAMIC HT  -         257.444 (meters)     844.63  (feet)  COMP
 KE0609  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 KE0609
 KE0609  VERT ORDER  -  FIRST     CLASS II
 KE0609
 KE0609.The horizontal coordinates were scaled from a topographic map and have
 KE0609.an estimated accuracy of +/- 6 seconds.
 KE0609
 KE0609.The orthometric height was determined by differential leveling
 KE0609.and adjusted by the National Geodetic Survey in June 1991..
 KE0609
 KE0609.The geoid height was determined by GEOID03.
 KE0609
 KE0609.The dynamic height is computed by dividing the NAVD 88
 KE0609.geopotential number by the normal gravity value computed on the
 KE0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0609.degrees latitude (g = 980.6199 gals.).
 KE0609
 KE0609.The modeled gravity was interpolated from observed gravity values.
 KE0609
 KE0609;                    North         East    Units  Estimated Accuracy
 KE0609;SPC KS N     -    82,810.      625,680.      MT  (+/- 180 meters Scaled)
 KE0609
 KE0609                          SUPERSEDED SURVEY CONTROL
 KE0609
 KE0609  NGVD 29 (??/??/92)  257.530  (m)          844.91   (f) ADJ UNCH    1 2
 KE0609
 KE0609.Superseded values are not recommended for survey control.
 KE0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0609.See file dsdata.txt to determine how the superseded data were derived.
 KE0609
 KE0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD929250(NAD 83)
 KE0609_MARKER: DD = SURVEY DISK
 KE0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0609_SP_SET: CULVERT
 KE0609_STAMPING: A 34 11 18 E
 KE0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0609
 KE0609  HISTORY     - Date     Condition        Report By
 KE0609  HISTORY     - UNK      MONUMENTED       KSHC
 KE0609  HISTORY     - 1951     GOOD             NGS
 KE0609  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0609
 KE0609                          STATION DESCRIPTION
 KE0609
 KE0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0609'AT LECOMPTON.
 KE0609'AT LECOMPTON, DOUGLAS COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 KE0609'FE RAILWAY, 52 FEET WEST OF THE WEST CORNER OF THE STATION, 77
 KE0609'FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AT THE
 KE0609'SOUTHWEST END OF CULVERT 37 E, AND IN THE TOP OF THE SOUTHEAST
 KE0609'END OF THE CONCRETE HEADWALL.  A STATE SURVEY STANDARD DISK,
 KE0609'STAMPED A 34 11 18 E.
 KE0609
 KE0609                          STATION RECOVERY (1986)
 KE0609
 KE0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1179 ***********************************************************************
 JF1179  DESIGNATION -  A 340
 JF1179  PID         -  JF1179
 JF1179  STATE/COUNTY-  KS/MCPHERSON
 JF1179  USGS QUAD   -  LINDSBORG (1979)
 JF1179
 JF1179                         *CURRENT SURVEY CONTROL
 JF1179  ___________________________________________________________________
 JF1179* NAD 83(1986)-  38 33 04.     (N)    097 39 28.     (W)     SCALED    
 JF1179* NAVD 88     -       408.909  (meters)    1341.56   (feet)  ADJUSTED  
 JF1179  ___________________________________________________________________
 JF1179  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 JF1179  DYNAMIC HT  -         408.621 (meters)    1340.62  (feet)  COMP
 JF1179  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 JF1179
 JF1179  VERT ORDER  -  FIRST     CLASS II
 JF1179
 JF1179.The horizontal coordinates were scaled from a topographic map and have
 JF1179.an estimated accuracy of +/- 6 seconds.
 JF1179
 JF1179.The orthometric height was determined by differential leveling
 JF1179.and adjusted by the National Geodetic Survey in June 1991..
 JF1179
 JF1179.The geoid height was determined by GEOID03.
 JF1179
 JF1179.The dynamic height is computed by dividing the NAVD 88
 JF1179.geopotential number by the normal gravity value computed on the
 JF1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1179.degrees latitude (g = 980.6199 gals.).
 JF1179
 JF1179.The modeled gravity was interpolated from observed gravity values.
 JF1179
 JF1179;                    North         East    Units  Estimated Accuracy
 JF1179;SPC KS S     -   609,480.      473,420.      MT  (+/- 180 meters Scaled)
 JF1179
 JF1179                          SUPERSEDED SURVEY CONTROL
 JF1179
 JF1179  NGVD 29 (??/??/92)  408.776  (m)         1341.13   (f) ADJ UNCH    1 2
 JF1179
 JF1179.Superseded values are not recommended for survey control.
 JF1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1179.See file dsdata.txt to determine how the superseded data were derived.
 JF1179
 JF1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH169678(NAD 83)
 JF1179_MARKER: DB = BENCH MARK DISK
 JF1179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1179_SP_SET: HEADWALL
 JF1179_STAMPING: A 340 1970
 JF1179_MARK LOGO: CGS   
 JF1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1179+STABILITY: SURFACE MOTION
 JF1179
 JF1179  HISTORY     - Date     Condition        Report By
 JF1179  HISTORY     - 1970     MONUMENTED       NGS
 JF1179  HISTORY     - 1986     GOOD             NGS
 JF1179
 JF1179                          STATION DESCRIPTION
 JF1179
 JF1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1179'2.3 MI SE FROM LINDSBORG.
 JF1179'ABOUT 1.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM
 JF1179'THE STATION AT LINDSBORG, THENCE 0.8 MILE EAST ALONG A GRAVELED
 JF1179'AND PAVED ROAD WHICH IS CITY ROUTE 35W, ABOUT 0.5 MILE EAST
 JF1179'OF THE INTERSECTION OF CITY ROUTE 35W AND STATE HIGHWAY 4,
 JF1179'17 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, SET IN THE
 JF1179'TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A 2-CHANNEL,
 JF1179'36 FOOT, CONCRETE BOX CULVERT, 1.4 FEET WEST OF THE EAST END OF
 JF1179'THE HEADWALL, AND ABOUT LEVEL WITH THE ROAD.  SECTION 28, T17S, R3W.
 JF1179
 JF1179                          STATION RECOVERY (1986)
 JF1179
 JF1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0611 ***********************************************************************
 JF0611  DESIGNATION -  A 341
 JF0611  PID         -  JF0611
 JF0611  STATE/COUNTY-  KS/DICKINSON
 JF0611  USGS QUAD   -  SOLOMON (1979)
 JF0611
 JF0611                         *CURRENT SURVEY CONTROL
 JF0611  ___________________________________________________________________
 JF0611* NAD 83(1986)-  38 55 47.     (N)    097 16 28.     (W)     SCALED    
 JF0611* NAVD 88     -       378.805  (meters)    1242.80   (feet)  ADJUSTED  
 JF0611  ___________________________________________________________________
 JF0611  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 JF0611  DYNAMIC HT  -         378.550 (meters)    1241.96  (feet)  COMP
 JF0611  MODELED GRAV-     979,944.0   (mgal)                       NAVD 88
 JF0611
 JF0611  VERT ORDER  -  FIRST     CLASS II
 JF0611
 JF0611.The horizontal coordinates were scaled from a topographic map and have
 JF0611.an estimated accuracy of +/- 6 seconds.
 JF0611
 JF0611.The orthometric height was determined by differential leveling
 JF0611.and adjusted by the National Geodetic Survey in June 1991..
 JF0611
 JF0611.The geoid height was determined by GEOID03.
 JF0611
 JF0611.The dynamic height is computed by dividing the NAVD 88
 JF0611.geopotential number by the normal gravity value computed on the
 JF0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0611.degrees latitude (g = 980.6199 gals.).
 JF0611
 JF0611.The modeled gravity was interpolated from observed gravity values.
 JF0611
 JF0611;                    North         East    Units  Estimated Accuracy
 JF0611;SPC KS N     -    66,460.      462,910.      MT  (+/- 180 meters Scaled)
 JF0611
 JF0611                          SUPERSEDED SURVEY CONTROL
 JF0611
 JF0611  NGVD 29 (??/??/92)  378.703  (m)         1242.46   (f) ADJ UNCH    1 2
 JF0611
 JF0611.Superseded values are not recommended for survey control.
 JF0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0611.See file dsdata.txt to determine how the superseded data were derived.
 JF0611
 JF0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ495103(NAD 83)
 JF0611_MARKER: DB = BENCH MARK DISK
 JF0611_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF0611_SP_SET: BRIDGE ABUTMENT
 JF0611_STAMPING: A 341 1970
 JF0611_MARK LOGO: CGS   
 JF0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0611
 JF0611  HISTORY     - Date     Condition        Report By
 JF0611  HISTORY     - 1970     MONUMENTED       NGS
 JF0611  HISTORY     - 1986     GOOD             NGS
 JF0611
 JF0611                          STATION DESCRIPTION
 JF0611
 JF0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0611'3.4 MI W FROM ABILENE.
 JF0611'ABOUT 3.4 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 JF0611'OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, ON THE OUTSIDE OF A
 JF0611'LONG CURVE IN THE HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF
 JF0611'THE EAST-BOUND LANE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 JF0611'END OF THE WEST CONCRETE ABUTMENT OF A HIGHWAY OVERPASS FOR A
 JF0611'GRAVELED ROAD, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 JF0611'SECTION 12, T 13 S, R 1 E.
 JF0611
 JF0611                          STATION RECOVERY (1986)
 JF0611
 JF0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0230 ***********************************************************************
 KF0230  DESIGNATION -  A 342
 KF0230  PID         -  KF0230
 KF0230  STATE/COUNTY-  KS/GEARY
 KF0230  USGS QUAD   -  MILFORD DAM (1982)
 KF0230
 KF0230                         *CURRENT SURVEY CONTROL
 KF0230  ___________________________________________________________________
 KF0230* NAD 83(1986)-  39 00 03.     (N)    096 54 14.     (W)     SCALED    
 KF0230* NAVD 88     -       369.910  (meters)    1213.61   (feet)  ADJUSTED  
 KF0230  ___________________________________________________________________
 KF0230  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 KF0230  DYNAMIC HT  -         369.655 (meters)    1212.78  (feet)  COMP
 KF0230  MODELED GRAV-     979,928.8   (mgal)                       NAVD 88
 KF0230
 KF0230  VERT ORDER  -  SECOND    CLASS 0
 KF0230
 KF0230.The horizontal coordinates were scaled from a topographic map and have
 KF0230.an estimated accuracy of +/- 6 seconds.
 KF0230
 KF0230.The orthometric height was determined by differential leveling
 KF0230.and adjusted by the National Geodetic Survey in June 1991..
 KF0230
 KF0230.The geoid height was determined by GEOID03.
 KF0230
 KF0230.The dynamic height is computed by dividing the NAVD 88
 KF0230.geopotential number by the normal gravity value computed on the
 KF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0230.degrees latitude (g = 980.6199 gals.).
 KF0230
 KF0230.The modeled gravity was interpolated from observed gravity values.
 KF0230
 KF0230;                    North         East    Units  Estimated Accuracy
 KF0230;SPC KS N     -    74,670.      494,950.      MT  (+/- 180 meters Scaled)
 KF0230
 KF0230                          SUPERSEDED SURVEY CONTROL
 KF0230
 KF0230  NGVD 29 (??/??/92)  369.798  (m)         1213.25   (f) ADJ UNCH    2 0
 KF0230
 KF0230.Superseded values are not recommended for survey control.
 KF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0230.See file dsdata.txt to determine how the superseded data were derived.
 KF0230
 KF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ815189(NAD 83)
 KF0230_MARKER: DB = BENCH MARK DISK
 KF0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0230_SP_SET: CULVERT
 KF0230_STAMPING: A 342 1970
 KF0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0230
 KF0230  HISTORY     - Date     Condition        Report By
 KF0230  HISTORY     - 1970     MONUMENTED       NGS
 KF0230  HISTORY     - 1980     MARK NOT FOUND   USGS
 KF0230
 KF0230                          STATION DESCRIPTION
 KF0230
 KF0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0230'4.2 MI SW FROM JUNCTION CITY.
 KF0230'ABOUT 4.15 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 70 FROM
 KF0230'THE HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0230'CITY, OR ABOUT 6.55 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM
 KF0230'THE HIGHWAY OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN, 0.25 MILE
 KF0230'WEST OF ROAD OVERPASS NUMBER 3-4 OVER THE HIGHWAY, 31 1/2 FEET
 KF0230'NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, SET
 KF0230'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A
 KF0230'6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 1 FOOT EAST OF
 KF0230'THE WEST END OF THE HEADWALL, AND ABOUT 1 1/2 FEET BELOW THE
 KF0230'LEVEL OF THE HIGHWAY.  SEC 17, T12S, R5E
 KF0230
 KF0230                          STATION RECOVERY (1980)
 KF0230
 KF0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KF0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0287 ***********************************************************************
 KF0287  DESIGNATION -  A 343
 KF0287  PID         -  KF0287
 KF0287  STATE/COUNTY-  KS/RILEY
 KF0287  USGS QUAD   -  MANHATTAN (1991)
 KF0287
 KF0287                         *CURRENT SURVEY CONTROL
 KF0287  ___________________________________________________________________
 KF0287* NAD 83(1986)-  39 09 02.     (N)    096 32 17.     (W)     SCALED    
 KF0287* NAVD 88     -       361.414  (meters)    1185.74   (feet)  ADJUSTED  
 KF0287  ___________________________________________________________________
 KF0287  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 KF0287  DYNAMIC HT  -         361.173 (meters)    1184.95  (feet)  COMP
 KF0287  MODELED GRAV-     979,951.7   (mgal)                       NAVD 88
 KF0287
 KF0287  VERT ORDER  -  SECOND    CLASS 0
 KF0287
 KF0287.The horizontal coordinates were scaled from a topographic map and have
 KF0287.an estimated accuracy of +/- 6 seconds.
 KF0287
 KF0287.The orthometric height was determined by differential leveling
 KF0287.and adjusted by the National Geodetic Survey in June 1991..
 KF0287
 KF0287.The geoid height was determined by GEOID03.
 KF0287
 KF0287.The dynamic height is computed by dividing the NAVD 88
 KF0287.geopotential number by the normal gravity value computed on the
 KF0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0287.degrees latitude (g = 980.6199 gals.).
 KF0287
 KF0287.The modeled gravity was interpolated from observed gravity values.
 KF0287
 KF0287;                    North         East    Units  Estimated Accuracy
 KF0287;SPC KS N     -    91,740.      526,360.      MT  (+/- 180 meters Scaled)
 KF0287
 KF0287                          SUPERSEDED SURVEY CONTROL
 KF0287
 KF0287  NGVD 29 (??/??/92)  361.274  (m)         1185.28   (f) ADJ UNCH    2 0
 KF0287
 KF0287.Superseded values are not recommended for survey control.
 KF0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0287.See file dsdata.txt to determine how the superseded data were derived.
 KF0287
 KF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ127363(NAD 83)
 KF0287_MARKER: DB = BENCH MARK DISK
 KF0287_SETTING: 66 = SET IN ROCK OUTCROP
 KF0287_SP_SET: ROCK CUT
 KF0287_STAMPING: A 343 1970
 KF0287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0287+STABILITY: POSITION/ELEVATION WELL
 KF0287
 KF0287  HISTORY     - Date     Condition        Report By
 KF0287  HISTORY     - 1970     MONUMENTED       NGS
 KF0287
 KF0287                          STATION DESCRIPTION
 KF0287
 KF0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0287'2 MI S FROM MANHATTON.
 KF0287'ABOUT 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 177 FROM THE SOUTHEAST
 KF0287'END OF THE HIGHWAY BRIDGE OVER THE KANSAS RIVER AT MANHATTAN,
 KF0287'AT THE JUNCTION OF THE HIGHWAY AND A DRIVEWAY WHICH LEADS NE TO
 KF0287'A HOUSE, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 KF0287'THE TOP OF THE SOUTHEAST CORNER OF A ROCK AT THE SOUTH END OF
 KF0287'AN 8-FOOT HIGH ROCK CUT ALONG THE EAST SIDE OF THE HIGHWAY, 17 1/2
 KF0287'FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 1.4 FEET
 KF0287'NORTH OF THE SOUTH END OF THE ROCK, 1.3 FEET WEST OF THE EAST
 KF0287'EDGE OF THE ROCK, ABOUT 3 FEET ABOVE THE LEVEL OF THE DRIVEWAY, AND
 KF0287'ABOUT LEVEL WITH THE HIGHWAY.  SEC 29, T10S, R8E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0049 ***********************************************************************
 KF0049  DESIGNATION -  A 344
 KF0049  PID         -  KF0049
 KF0049  STATE/COUNTY-  KS/WABAUNSEE
 KF0049  USGS QUAD   -  ALMA (1978)
 KF0049
 KF0049                         *CURRENT SURVEY CONTROL
 KF0049  ___________________________________________________________________
 KF0049* NAD 83(1986)-  39 04 32.     (N)    096 17 19.     (W)     SCALED    
 KF0049* NAVD 88     -       343.536  (meters)    1127.08   (feet)  ADJUSTED  
 KF0049  ___________________________________________________________________
 KF0049  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 KF0049  DYNAMIC HT  -         343.307 (meters)    1126.33  (feet)  COMP
 KF0049  MODELED GRAV-     979,950.5   (mgal)                       NAVD 88
 KF0049
 KF0049  VERT ORDER  -  SECOND    CLASS 0
 KF0049
 KF0049.The horizontal coordinates were scaled from a topographic map and have
 KF0049.an estimated accuracy of +/- 6 seconds.
 KF0049
 KF0049.The orthometric height was determined by differential leveling
 KF0049.and adjusted by the National Geodetic Survey in June 1991..
 KF0049
 KF0049.The geoid height was determined by GEOID03.
 KF0049
 KF0049.The dynamic height is computed by dividing the NAVD 88
 KF0049.geopotential number by the normal gravity value computed on the
 KF0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0049.degrees latitude (g = 980.6199 gals.).
 KF0049
 KF0049.The modeled gravity was interpolated from observed gravity values.
 KF0049
 KF0049;                    North         East    Units  Estimated Accuracy
 KF0049;SPC KS N     -    83,790.      548,080.      MT  (+/- 180 meters Scaled)
 KF0049
 KF0049                          SUPERSEDED SURVEY CONTROL
 KF0049
 KF0049  NGVD 29 (??/??/92)  343.402  (m)         1126.64   (f) ADJ UNCH    2 0
 KF0049
 KF0049.Superseded values are not recommended for survey control.
 KF0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0049.See file dsdata.txt to determine how the superseded data were derived.
 KF0049
 KF0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ345286(NAD 83)
 KF0049_MARKER: DB = BENCH MARK DISK
 KF0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0049_SP_SET: CULVERT
 KF0049_STAMPING: A 344 1970
 KF0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0049
 KF0049  HISTORY     - Date     Condition        Report By
 KF0049  HISTORY     - 1970     MONUMENTED       NGS
 KF0049
 KF0049                          STATION DESCRIPTION
 KF0049
 KF0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0049'0.6 MI N FROM ALMA.
 KF0049'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 99 FROM THE HIGHWAY
 KF0049'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT ALMA, ON THE NORTH SLOPE
 KF0049'OF A HILL, 28 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KF0049'SET IN THE TOP AND 0.7 FOOT SOUTH OF THE NORTH END OF THE EAST
 KF0049'CONCRETE HEADWALL OF AN 18-FOOT DOUBLE-CHANNEL CONCRETE BOX
 KF0049'CULVERT, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE
 KF0049'MARK MAY ALSO BE REACHED BY GOING ABOUT 4.55 MILES NORTH ALONG
 KF0049'STATE HIGHWAY 99 FROM THE CITY HALL AT ALMA.  SECTION 22, T 11S,
 KF0049'R 10E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0199 ***********************************************************************
 KF0199  DESIGNATION -  A 345
 KF0199  PID         -  KF0199
 KF0199  STATE/COUNTY-  KS/WABAUNSEE
 KF0199  USGS QUAD   -  MAPLE HILL (1978)
 KF0199
 KF0199                         *CURRENT SURVEY CONTROL
 KF0199  ___________________________________________________________________
 KF0199* NAD 83(1986)-  39 03 32.     (N)    096 00 09.     (W)     SCALED    
 KF0199* NAVD 88     -       302.860  (meters)     993.63   (feet)  ADJUSTED  
 KF0199  ___________________________________________________________________
 KF0199  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 KF0199  DYNAMIC HT  -         302.663 (meters)     992.99  (feet)  COMP
 KF0199  MODELED GRAV-     979,967.7   (mgal)                       NAVD 88
 KF0199
 KF0199  VERT ORDER  -  SECOND    CLASS 0
 KF0199
 KF0199.The horizontal coordinates were scaled from a topographic map and have
 KF0199.an estimated accuracy of +/- 6 seconds.
 KF0199
 KF0199.The orthometric height was determined by differential leveling
 KF0199.and adjusted by the National Geodetic Survey in June 1991..
 KF0199
 KF0199.The geoid height was determined by GEOID03.
 KF0199
 KF0199.The dynamic height is computed by dividing the NAVD 88
 KF0199.geopotential number by the normal gravity value computed on the
 KF0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0199.degrees latitude (g = 980.6199 gals.).
 KF0199
 KF0199.The modeled gravity was interpolated from observed gravity values.
 KF0199
 KF0199;                    North         East    Units  Estimated Accuracy
 KF0199;SPC KS N     -    82,450.      572,870.      MT  (+/- 180 meters Scaled)
 KF0199
 KF0199                          SUPERSEDED SURVEY CONTROL
 KF0199
 KF0199  NGVD 29 (??/??/92)  302.719  (m)          993.17   (f) ADJ UNCH    2 0
 KF0199
 KF0199.Superseded values are not recommended for survey control.
 KF0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0199.See file dsdata.txt to determine how the superseded data were derived.
 KF0199
 KF0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ593275(NAD 83)
 KF0199_MARKER: DB = BENCH MARK DISK
 KF0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0199_SP_SET: OVERPASS
 KF0199_STAMPING: A 345 1970
 KF0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0199
 KF0199  HISTORY     - Date     Condition        Report By
 KF0199  HISTORY     - 1970     MONUMENTED       NGS
 KF0199  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KF0199
 KF0199                          STATION DESCRIPTION
 KF0199
 KF0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0199'15.5 MI E FROM ALMA.
 KF0199'ABOUT 15.5 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0199'OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 30 1/2 FEET NORTH OF THE
 KF0199'CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, SET IN THE TOP
 KF0199'AND 0.5 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL
 KF0199'OF A HIGHWAY OVERPASS FOR A GRAVELED ROAD, AND ABOUT 1 FOOT BELOW
 KF0199'THE LEVEL OF THE HIGHWAY.  SECTION 30, T 11S, R 13E
 KF0199
 KF0199                          STATION RECOVERY (2005)
 KF0199
 KF0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KF0199'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. THE KANSAS STATE
 KF0199'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KF0199'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0932 ***********************************************************************
 KE0932  DESIGNATION -  A 346
 KE0932  PID         -  KE0932
 KE0932  STATE/COUNTY-  KS/SHAWNEE
 KE0932  USGS QUAD   -  TOPEKA (1983)
 KE0932
 KE0932                         *CURRENT SURVEY CONTROL
 KE0932  ___________________________________________________________________
 KE0932* NAD 83(1986)-  39 03 24.     (N)    095 40 10.     (W)     SCALED    
 KE0932* NAVD 88     -       270.848  (meters)     888.61   (feet)  ADJUSTED  
 KE0932  ___________________________________________________________________
 KE0932  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KE0932  DYNAMIC HT  -         270.672 (meters)     888.03  (feet)  COMP
 KE0932  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 KE0932
 KE0932  VERT ORDER  -  FIRST     CLASS II
 KE0932
 KE0932.The horizontal coordinates were scaled from a topographic map and have
 KE0932.an estimated accuracy of +/- 6 seconds.
 KE0932
 KE0932.The orthometric height was determined by differential leveling
 KE0932.and adjusted by the National Geodetic Survey in June 1991..
 KE0932.WARNING-Repeat measurements at this control monument indicate possible
 KE0932.vertical movement.
 KE0932
 KE0932.The geoid height was determined by GEOID03.
 KE0932
 KE0932.The dynamic height is computed by dividing the NAVD 88
 KE0932.geopotential number by the normal gravity value computed on the
 KE0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0932.degrees latitude (g = 980.6199 gals.).
 KE0932
 KE0932.The modeled gravity was interpolated from observed gravity values.
 KE0932
 KE0932;                    North         East    Units  Estimated Accuracy
 KE0932;SPC KS N     -    82,890.      601,700.      MT  (+/- 180 meters Scaled)
 KE0932
 KE0932                          SUPERSEDED SURVEY CONTROL
 KE0932
 KE0932  NGVD 29 (??/??/92)  270.732  (m)          888.23   (f) ADJ UNCH    1 2
 KE0932
 KE0932.Superseded values are not recommended for survey control.
 KE0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0932.See file dsdata.txt to determine how the superseded data were derived.
 KE0932
 KE0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD690264(NAD 83)
 KE0932_MARKER: DB = BENCH MARK DISK
 KE0932_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0932_SP_SET: PIER FOUNDATION
 KE0932_STAMPING: A 346 1970
 KE0932_MARK LOGO: NGS   
 KE0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE0932+STABILITY: POSITION/ELEVATION WELL
 KE0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0932+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 KE0932
 KE0932  HISTORY     - Date     Condition        Report By
 KE0932  HISTORY     - 1970     MONUMENTED       NGS
 KE0932  HISTORY     - 1986     GOOD             NGS
 KE0932  HISTORY     - 20051126 GOOD             GEOCAC
 KE0932
 KE0932                          STATION DESCRIPTION
 KE0932
 KE0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0932'0.4 MI E FROM TOPEKA.
 KE0932'ABOUT 0.4 MILE EAST ALONG EAST 2ND STREET FROM THE INTERSTATE
 KE0932'HIGHWAY 70 OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, AT THE
 KE0932'SOUTHWEST CORNER OF THE INTERSECTION OF THE STREET AND QUINCY
 KE0932'AVENUE, SET IN THE TOP OF THE SOUTH SIDE OF THE CONCRETE FOUNDATION
 KE0932'FOR THE FIRST LEG SOUTH OF THE STREET AND ON THE FIRST PIER
 KE0932'WEST OF THE AVENUE AND UNDER INTERSTATE HIGHWAY 70, 10 1/2 FEET
 KE0932'WEST OF THE WEST CURB LINE OF THE AVENUE, 10 1/2 FEET SOUTH OF
 KE0932'THE SOUTH CURB LINE OF THE STREET, AND ABOUT 2 FEET ABOVE THE
 KE0932'LEVEL OF THE STREET.  SECTION 32, T 11S, R 16E.
 KE0932
 KE0932                          STATION RECOVERY (1986)
 KE0932
 KE0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0932'RECOVERED IN GOOD CONDITION.
 KE0932
 KE0932                          STATION RECOVERY (2005)
 KE0932
 KE0932'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0952 ***********************************************************************
 JF0952  DESIGNATION -  A 347
 JF0952  PID         -  JF0952
 JF0952  STATE/COUNTY-  KS/MCPHERSON
 JF0952  USGS QUAD   -  MC PHERSON SE (1985)
 JF0952
 JF0952                         *CURRENT SURVEY CONTROL
 JF0952  ___________________________________________________________________
 JF0952* NAD 83(1986)-  38 19 00.     (N)    097 37 08.     (W)     SCALED    
 JF0952* NAVD 88     -       455.955  (meters)    1495.91   (feet)  ADJUSTED  
 JF0952  ___________________________________________________________________
 JF0952  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 JF0952  DYNAMIC HT  -         455.622 (meters)    1494.82  (feet)  COMP
 JF0952  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 JF0952
 JF0952  VERT ORDER  -  SECOND    CLASS 0
 JF0952
 JF0952.The horizontal coordinates were scaled from a topographic map and have
 JF0952.an estimated accuracy of +/- 6 seconds.
 JF0952
 JF0952.The orthometric height was determined by differential leveling
 JF0952.and adjusted by the National Geodetic Survey in June 1991..
 JF0952
 JF0952.The geoid height was determined by GEOID03.
 JF0952
 JF0952.The dynamic height is computed by dividing the NAVD 88
 JF0952.geopotential number by the normal gravity value computed on the
 JF0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0952.degrees latitude (g = 980.6199 gals.).
 JF0952
 JF0952.The modeled gravity was interpolated from observed gravity values.
 JF0952
 JF0952;                    North         East    Units  Estimated Accuracy
 JF0952;SPC KS S     -   583,490.      477,050.      MT  (+/- 180 meters Scaled)
 JF0952
 JF0952                          SUPERSEDED SURVEY CONTROL
 JF0952
 JF0952  NGVD 29 (??/??/92)  455.794  (m)         1495.38   (f) ADJ UNCH    2 0
 JF0952
 JF0952.Superseded values are not recommended for survey control.
 JF0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0952.See file dsdata.txt to determine how the superseded data were derived.
 JF0952
 JF0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH207418(NAD 83)
 JF0952_MARKER: DB = BENCH MARK DISK
 JF0952_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0952_SP_SET: CULVERT
 JF0952_STAMPING: A 347 1972
 JF0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0952
 JF0952  HISTORY     - Date     Condition        Report By
 JF0952  HISTORY     - 1972     MONUMENTED       NGS
 JF0952
 JF0952                          STATION DESCRIPTION
 JF0952
 JF0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0952'3.7 MI S FROM MC PHERSON.
 JF0952'ABOUT 3.7 MILES SOUTH ALONG INTERSTATE 35W FROM THE HIGHWAY
 JF0952'UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, SET IN THE TOP OF THE
 JF0952'NORTH EAST END OF THE EAST CONCRETE HEADWALL OF A 3 X 6 CONCRETE
 JF0952'BOX CULVERT WHICH PASSES UNDER BOTH LANES OF THE HIGHWAY, 113.5
 JF0952'FEET SOUTH OF THE SOUTHEAST MOST CONCRETE COLUMN OF BRIDGE NUMBER
 JF0952'13.79, 44 FEET EAST OF THE CENTER LINE OF THE NORTH TRAFFIC
 JF0952'LANE OF THE HIGHWAY, 4.2 FEET WEST OF A METAL WITNESS POST,
 JF0952'0.8 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, AND ABOUT
 JF0952'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SECTION 14, T 20 S, R 3W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0787 ***********************************************************************
 JF0787  DESIGNATION -  A 348
 JF0787  PID         -  JF0787
 JF0787  STATE/COUNTY-  KS/HARVEY
 JF0787  USGS QUAD   -  NEWTON (1989)
 JF0787
 JF0787                         *CURRENT SURVEY CONTROL
 JF0787  ___________________________________________________________________
 JF0787* NAD 83(1986)-  38 01 35.     (N)    097 19 40.     (W)     SCALED    
 JF0787* NAVD 88     -       445.171  (meters)    1460.53   (feet)  ADJUSTED  
 JF0787  ___________________________________________________________________
 JF0787  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 JF0787  DYNAMIC HT  -         444.826 (meters)    1459.40  (feet)  COMP
 JF0787  MODELED GRAV-     979,841.7   (mgal)                       NAVD 88
 JF0787
 JF0787  VERT ORDER  -  SECOND    CLASS 0
 JF0787
 JF0787.The horizontal coordinates were scaled from a topographic map and have
 JF0787.an estimated accuracy of +/- 6 seconds.
 JF0787
 JF0787.The orthometric height was determined by differential leveling
 JF0787.and adjusted by the National Geodetic Survey in June 1991..
 JF0787
 JF0787.The geoid height was determined by GEOID03.
 JF0787
 JF0787.The dynamic height is computed by dividing the NAVD 88
 JF0787.geopotential number by the normal gravity value computed on the
 JF0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0787.degrees latitude (g = 980.6199 gals.).
 JF0787
 JF0787.The modeled gravity was interpolated from observed gravity values.
 JF0787
 JF0787;                    North         East    Units  Estimated Accuracy
 JF0787;SPC KS S     -   551,560.      502,910.      MT  (+/- 180 meters Scaled)
 JF0787
 JF0787                          SUPERSEDED SURVEY CONTROL
 JF0787
 JF0787  NGVD 29 (??/??/92)  445.008  (m)         1460.00   (f) ADJ UNCH    2 0
 JF0787
 JF0787.Superseded values are not recommended for survey control.
 JF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0787.See file dsdata.txt to determine how the superseded data were derived.
 JF0787
 JF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH467100(NAD 83)
 JF0787_MARKER: DB = BENCH MARK DISK
 JF0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0787_STAMPING: A 348 1972
 JF0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0787+STABILITY: SURFACE MOTION
 JF0787
 JF0787  HISTORY     - Date     Condition        Report By
 JF0787  HISTORY     - 1972     MONUMENTED       NGS
 JF0787
 JF0787                          STATION DESCRIPTION
 JF0787
 JF0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0787'2.4 MI S FROM NEWTON.
 JF0787'ABOUT 2.35 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 JF0787'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, 26.0 FEET WEST OF THE
 JF0787'CENTER LINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 2.2 FEET
 JF0787'EAST OF THE COLUMN WITHBRIDGE NUMBER 8.34 ON IT, SET IN THE
 JF0787'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 28,
 JF0787'T23S, R1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0547 ***********************************************************************
 HF0547  DESIGNATION -  A 349
 HF0547  PID         -  HF0547
 HF0547  STATE/COUNTY-  KS/SEDGWICK
 HF0547  USGS QUAD   -  WICHITA EAST (1982)
 HF0547
 HF0547                         *CURRENT SURVEY CONTROL
 HF0547  ___________________________________________________________________
 HF0547* NAD 83(1986)-  37 42 56.     (N)    097 19 51.     (W)     SCALED    
 HF0547* NAVD 88     -       399.620  (meters)    1311.09   (feet)  ADJUSTED  
 HF0547  ___________________________________________________________________
 HF0547  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF0547  DYNAMIC HT  -         399.306 (meters)    1310.06  (feet)  COMP
 HF0547  MODELED GRAV-     979,833.2   (mgal)                       NAVD 88
 HF0547
 HF0547  VERT ORDER  -  SECOND    CLASS 0
 HF0547
 HF0547.The horizontal coordinates were scaled from a topographic map and have
 HF0547.an estimated accuracy of +/- 6 seconds.
 HF0547
 HF0547.The orthometric height was determined by differential leveling
 HF0547.and adjusted by the National Geodetic Survey in June 1991..
 HF0547
 HF0547.The geoid height was determined by GEOID03.
 HF0547
 HF0547.The dynamic height is computed by dividing the NAVD 88
 HF0547.geopotential number by the normal gravity value computed on the
 HF0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0547.degrees latitude (g = 980.6199 gals.).
 HF0547
 HF0547.The modeled gravity was interpolated from observed gravity values.
 HF0547
 HF0547;                    North         East    Units  Estimated Accuracy
 HF0547;SPC KS S     -   517,060.      503,080.      MT  (+/- 180 meters Scaled)
 HF0547
 HF0547                          SUPERSEDED SURVEY CONTROL
 HF0547
 HF0547  NGVD 29 (??/??/92)  399.475  (m)         1310.61   (f) ADJ UNCH    2 0
 HF0547
 HF0547.Superseded values are not recommended for survey control.
 HF0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0547.See file dsdata.txt to determine how the superseded data were derived.
 HF0547
 HF0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG471755(NAD 83)
 HF0547_MARKER: DB = BENCH MARK DISK
 HF0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0547_STAMPING: A 349 1972
 HF0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0547+STABILITY: SURFACE MOTION
 HF0547
 HF0547  HISTORY     - Date     Condition        Report By
 HF0547  HISTORY     - 1972     MONUMENTED       NGS
 HF0547
 HF0547                          STATION DESCRIPTION
 HF0547
 HF0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0547'AT WICHITA.
 HF0547'AT WICHITA, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, AT THE
 HF0547'CROSSING OF SEVENTEENTH STREET, THE MARK IS SET ACROSS THE
 HF0547'STREET FROM 701 EAST 17TH. STREET WHICH IS WICHITA FLOUR MILLS
 HF0547'INC. 41 FEET WEST OF THE WEST SPUR TRACK TO FLOUR MILL, 31 FEET
 HF0547'NORTH OF THE CENTERLINE OF 17TH. STREET, 4.2 FEET NORTHEAST OF A
 HF0547'POWER LINE POLE AND SET IN THE TOP OF A CONCRETE POST FLUSH
 HF0547'WITH THE GROUND.  SECTION 9, T 27 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0573 ***********************************************************************
 HG0573  DESIGNATION -  A 35
 HG0573  PID         -  HG0573
 HG0573  STATE/COUNTY-  KS/FORD
 HG0573  USGS QUAD   -  BUCKLIN (1969)
 HG0573
 HG0573                         *CURRENT SURVEY CONTROL
 HG0573  ___________________________________________________________________
 HG0573* NAD 83(1986)-  37 36 06.     (N)    099 42 12.     (W)     SCALED    
 HG0573* NAVD 88     -       740.659  (meters)    2429.98   (feet)  ADJUSTED  
 HG0573  ___________________________________________________________________
 HG0573  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 HG0573  DYNAMIC HT  -         740.010 (meters)    2427.85  (feet)  COMP
 HG0573  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 HG0573
 HG0573  VERT ORDER  -  FIRST     CLASS II
 HG0573
 HG0573.The horizontal coordinates were scaled from a topographic map and have
 HG0573.an estimated accuracy of +/- 6 seconds.
 HG0573
 HG0573.The orthometric height was determined by differential leveling
 HG0573.and adjusted by the National Geodetic Survey in June 1991..
 HG0573
 HG0573.The geoid height was determined by GEOID03.
 HG0573
 HG0573.The dynamic height is computed by dividing the NAVD 88
 HG0573.geopotential number by the normal gravity value computed on the
 HG0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0573.degrees latitude (g = 980.6199 gals.).
 HG0573
 HG0573.The modeled gravity was interpolated from observed gravity values.
 HG0573
 HG0573;                    North         East    Units  Estimated Accuracy
 HG0573;SPC KS S     -   504,460.      293,750.      MT  (+/- 180 meters Scaled)
 HG0573
 HG0573                          SUPERSEDED SURVEY CONTROL
 HG0573
 HG0573  NGVD 29 (??/??/92)  740.331  (m)         2428.90   (f) ADJ UNCH    1 2
 HG0573
 HG0573.Superseded values are not recommended for survey control.
 HG0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0573.See file dsdata.txt to determine how the superseded data were derived.
 HG0573
 HG0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG379618(NAD 83)
 HG0573_MARKER: DB = BENCH MARK DISK
 HG0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0573_STAMPING: A 35 1934
 HG0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0573+STABILITY: SURFACE MOTION
 HG0573
 HG0573  HISTORY     - Date     Condition        Report By
 HG0573  HISTORY     - 1934     MONUMENTED       CGS
 HG0573  HISTORY     - 1967     MARK NOT FOUND   USGS
 HG0573  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0573
 HG0573                          STATION DESCRIPTION
 HG0573
 HG0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0573'3.6 MI SE FROM FORD.
 HG0573'ABOUT 3.6 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HG0573'PACIFIC RAILWAY FROM THE STATION AT FORD, FORD COUNTY, AT
 HG0573'MILEPOST 353, ABOUT 35 YARDS WEST OF A ROAD CROSSING, 39 FEET
 HG0573'SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 154, AND 39 FEET NORTH
 HG0573'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED A
 HG0573'35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0573
 HG0573                          STATION RECOVERY (1967)
 HG0573
 HG0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HG0573'MARK NOT FOUND.
 HG0573
 HG0573                          STATION RECOVERY (1986)
 HG0573
 HG0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0573'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0611 ***********************************************************************
 HH0611  DESIGNATION -  A 352
 HH0611  PID         -  HH0611
 HH0611  STATE/COUNTY-  KS/FINNEY
 HH0611  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0611
 HH0611                         *CURRENT SURVEY CONTROL
 HH0611  ___________________________________________________________________
 HH0611* NAD 83(1986)-  37 58 13.     (N)    100 52 47.     (W)     SCALED    
 HH0611* NAVD 88     -       867.372  (meters)    2845.70   (feet)  ADJUSTED  
 HH0611  ___________________________________________________________________
 HH0611  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 HH0611  DYNAMIC HT  -         866.600 (meters)    2843.17  (feet)  COMP
 HH0611  MODELED GRAV-     979,710.5   (mgal)                       NAVD 88
 HH0611
 HH0611  VERT ORDER  -  FIRST     CLASS II
 HH0611
 HH0611.The horizontal coordinates were scaled from a topographic map and have
 HH0611.an estimated accuracy of +/- 6 seconds.
 HH0611
 HH0611.The orthometric height was determined by differential leveling
 HH0611.and adjusted by the National Geodetic Survey in June 1991..
 HH0611
 HH0611.The geoid height was determined by GEOID03.
 HH0611
 HH0611.The dynamic height is computed by dividing the NAVD 88
 HH0611.geopotential number by the normal gravity value computed on the
 HH0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0611.degrees latitude (g = 980.6199 gals.).
 HH0611
 HH0611.The modeled gravity was interpolated from observed gravity values.
 HH0611
 HH0611;                    North         East    Units  Estimated Accuracy
 HH0611;SPC KS S     -   547,350.      190,940.      MT  (+/- 180 meters Scaled)
 HH0611
 HH0611                          SUPERSEDED SURVEY CONTROL
 HH0611
 HH0611.No superseded survey control is available for this station.
 HH0611
 HH0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH348041(NAD 83)
 HH0611_MARKER: DB = BENCH MARK DISK
 HH0611_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HH0611_SP_SET: BUILDING
 HH0611_STAMPING: A 352 1986
 HH0611_MARK LOGO: NGS   
 HH0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0611+STABILITY: POSITION/ELEVATION WELL
 HH0611
 HH0611  HISTORY     - Date     Condition        Report By
 HH0611  HISTORY     - 1986     MONUMENTED       NGS
 HH0611
 HH0611                          STATION DESCRIPTION
 HH0611
 HH0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0611'IN GARDEN CITY.
 HH0611'IN GARDEN CITY, VERTICALLY, IN THE WEST ONE OF FOUR CONCRETE PILLARS
 HH0611'ON THE NORTH WALL OF THE ST. MARYS SCHOOL GYMNASIUM, ON 12TH STREET,
 HH0611'27.4 METERS (90 FT) EAST OF THE CENTER OF THE STREET AND 5.5 METERS
 HH0611'(18 FT) EAST OF THE CENTER OF THE SIDE ENTRANCE.
 HH0611'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0634 ***********************************************************************
 HH0634  DESIGNATION -  A 353
 HH0634  PID         -  HH0634
 HH0634  STATE/COUNTY-  KS/FORD
 HH0634  USGS QUAD   -  DODGE CITY SW (1984)
 HH0634
 HH0634                         *CURRENT SURVEY CONTROL
 HH0634  ___________________________________________________________________
 HH0634* NAD 83(1986)-  37 47 13.     (N)    100 11 28.     (W)     SCALED    
 HH0634* NAVD 88     -       782.522  (meters)    2567.32   (feet)  ADJUSTED  
 HH0634  ___________________________________________________________________
 HH0634  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 HH0634  DYNAMIC HT  -         781.848 (meters)    2565.11  (feet)  COMP
 HH0634  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 HH0634
 HH0634  VERT ORDER  -  FIRST     CLASS II
 HH0634
 HH0634.The horizontal coordinates were scaled from a topographic map and have
 HH0634.an estimated accuracy of +/- 6 seconds.
 HH0634
 HH0634.The orthometric height was determined by differential leveling
 HH0634.and adjusted by the National Geodetic Survey in June 1991..
 HH0634
 HH0634.The geoid height was determined by GEOID03.
 HH0634
 HH0634.The dynamic height is computed by dividing the NAVD 88
 HH0634.geopotential number by the normal gravity value computed on the
 HH0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0634.degrees latitude (g = 980.6199 gals.).
 HH0634
 HH0634.The modeled gravity was interpolated from observed gravity values.
 HH0634
 HH0634;                    North         East    Units  Estimated Accuracy
 HH0634;SPC KS S     -   525,680.      251,050.      MT  (+/- 180 meters Scaled)
 HH0634
 HH0634                          SUPERSEDED SURVEY CONTROL
 HH0634
 HH0634.No superseded survey control is available for this station.
 HH0634
 HH0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG951828(NAD 83)
 HH0634_MARKER: I = METAL ROD
 HH0634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0634_SP_SET: STAINLESS STEEL ROD
 HH0634_STAMPING: A 353 1986
 HH0634_MARK LOGO: NGS   
 HH0634_PROJECTION: FLUSH
 HH0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0634_ROD/PIPE-DEPTH: 12.2 meters
 HH0634
 HH0634  HISTORY     - Date     Condition        Report By
 HH0634  HISTORY     - 1986     MONUMENTED       NGS
 HH0634
 HH0634                          STATION DESCRIPTION
 HH0634
 HH0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0634'14.1 KM (8.75 MI) EAST FROM CIMARRON.
 HH0634'14.14 KM (8.84 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0634'HIGHWAY 23 AT CIMARRON, IN THE NORTH CORNER OF THE T JUNCTION OF A
 HH0634'TRACK ROAD LEADING NORTH, 0.3 KM (0.2 MI) EAST OF MILEPOST 110, 36.2
 HH0634'METERS (119 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 8.8 METERS (29
 HH0634'FT) SOUTHEAST OF THE FIRST POWER POLE NORTHWEST OF THE ROAD,
 HH0634'2.4 METERS (8 FT) NORTHWEST OF THE NORTHWEST GATE POST OF THE
 HH0634'NORTHWEST ONE OF TWO GATES AND 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT
 HH0634'OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HH0634'LOGO CAP.
 HH0634'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 HH0634'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0651 ***********************************************************************
 HG0651  DESIGNATION -  A 354
 HG0651  PID         -  HG0651
 HG0651  STATE/COUNTY-  KS/FORD
 HG0651  USGS QUAD   -  BUCKLIN (1969)
 HG0651
 HG0651                         *CURRENT SURVEY CONTROL
 HG0651  ___________________________________________________________________
 HG0651* NAD 83(1986)-  37 37 18.     (N)    099 43 53.     (W)     SCALED    
 HG0651* NAVD 88     -       733.544  (meters)    2406.64   (feet)  ADJUSTED  
 HG0651  ___________________________________________________________________
 HG0651  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 HG0651  DYNAMIC HT  -         732.902 (meters)    2404.53  (feet)  COMP
 HG0651  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 HG0651
 HG0651  VERT ORDER  -  FIRST     CLASS II
 HG0651
 HG0651.The horizontal coordinates were scaled from a topographic map and have
 HG0651.an estimated accuracy of +/- 6 seconds.
 HG0651
 HG0651.The orthometric height was determined by differential leveling
 HG0651.and adjusted by the National Geodetic Survey in June 1991..
 HG0651
 HG0651.The geoid height was determined by GEOID03.
 HG0651
 HG0651.The dynamic height is computed by dividing the NAVD 88
 HG0651.geopotential number by the normal gravity value computed on the
 HG0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0651.degrees latitude (g = 980.6199 gals.).
 HG0651
 HG0651.The modeled gravity was interpolated from observed gravity values.
 HG0651
 HG0651;                    North         East    Units  Estimated Accuracy
 HG0651;SPC KS S     -   506,710.      291,300.      MT  (+/- 180 meters Scaled)
 HG0651
 HG0651                          SUPERSEDED SURVEY CONTROL
 HG0651
 HG0651.No superseded survey control is available for this station.
 HG0651
 HG0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG354640(NAD 83)
 HG0651_MARKER: I = METAL ROD
 HG0651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0651_SP_SET: STAINLESS STEEL ROD
 HG0651_STAMPING: A 354 1986
 HG0651_MARK LOGO: NGS   
 HG0651_PROJECTION: FLUSH
 HG0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0651_ROD/PIPE-DEPTH: 26.8 meters
 HG0651
 HG0651  HISTORY     - Date     Condition        Report By
 HG0651  HISTORY     - 1986     MONUMENTED       NGS
 HG0651
 HG0651                          STATION DESCRIPTION
 HG0651
 HG0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0651'2.7 KM (1.7 MI) SE FROM FORD.
 HG0651'2.75 KM (1.75 MI) SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE POST
 HG0651'OFFICE AT FORD, IN THE EAST CORNER OF THE JUNCTION OF A FIELD ENTRANCE
 HG0651'ROAD, 0.62 KM (0.4 MI) NORTHWEST OF MILEPOST 20, 18.0 METERS (59.5 FT)
 HG0651'NORTHEAST OF THE HIGHWAY CENTERLINE, 21.0 METERS (69 FT) SOUTHEAST OF
 HG0651'THE CENTER OF THE ROAD, 17.4 METERS (57 FT) SOUTHEAST OF THE SOUTHEAST
 HG0651'END OF A 24-INCH PIPE CULVERT UNDER THE ROAD AND 0.3 METER (1 FT)
 HG0651'SOUTHWEST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 HG0651'HAD THROUGH A 5-INCH LOGO CAP.
 HG0651'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 HG0651'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GJ0427 ***********************************************************************
 GJ0427  DESIGNATION -  A 355
 GJ0427  PID         -  GJ0427
 GJ0427  STATE/COUNTY-  KS/HARPER
 GJ0427  USGS QUAD   -  MANCHESTER (1969)
 GJ0427
 GJ0427                         *CURRENT SURVEY CONTROL
 GJ0427  ___________________________________________________________________
 GJ0427* NAD 83(1986)-  36 59 55.     (N)    098 02 46.     (W)     SCALED    
 GJ0427* NAVD 88     -       397.381  (meters)    1303.74   (feet)  ADJUSTED  
 GJ0427  ___________________________________________________________________
 GJ0427  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 GJ0427  DYNAMIC HT  -         397.048 (meters)    1302.65  (feet)  COMP
 GJ0427  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 GJ0427
 GJ0427  VERT ORDER  -  FIRST     CLASS II
 GJ0427
 GJ0427.The horizontal coordinates were scaled from a topographic map and have
 GJ0427.an estimated accuracy of +/- 6 seconds.
 GJ0427
 GJ0427.The orthometric height was determined by differential leveling
 GJ0427.and adjusted by the National Geodetic Survey in June 1991..
 GJ0427
 GJ0427.The geoid height was determined by GEOID03.
 GJ0427
 GJ0427.The dynamic height is computed by dividing the NAVD 88
 GJ0427.geopotential number by the normal gravity value computed on the
 GJ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GJ0427.degrees latitude (g = 980.6199 gals.).
 GJ0427
 GJ0427.The modeled gravity was interpolated from observed gravity values.
 GJ0427
 GJ0427;                    North         East    Units  Estimated Accuracy
 GJ0427;SPC KS S     -   436,940.      440,410.      MT  (+/- 180 meters Scaled)
 GJ0427
 GJ0427                          SUPERSEDED SURVEY CONTROL
 GJ0427
 GJ0427.No superseded survey control is available for this station.
 GJ0427
 GJ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF848951(NAD 83)
 GJ0427_MARKER: I = METAL ROD
 GJ0427_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GJ0427+WITH SETTING: INFORMATION.
 GJ0427_SP_SET: SHALLOW-SET METAL ROD
 GJ0427_STAMPING: A 355 1985
 GJ0427_MARK LOGO: NGS   
 GJ0427_PROJECTION: FLUSH
 GJ0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GJ0427_ROD/PIPE-DEPTH: 1.8  meters
 GJ0427
 GJ0427  HISTORY     - Date     Condition        Report By
 GJ0427  HISTORY     - 1985     MONUMENTED       NGS
 GJ0427
 GJ0427                          STATION DESCRIPTION
 GJ0427
 GJ0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GJ0427'1.2 KM (0.75 MI) NW FROM MANCHESTER OKLAHOMA.
 GJ0427'0.19 KM (0.12 MI) WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 GJ0427'MANCHESTER, THENCE 1.05 KM (0.65 MI) NORTH ALONG OKLAHOMA STATE
 GJ0427'HIGHWAY 132 AND KANSAS STATE HIGHWAY 179, IN THE SOUTHWEST CORNER OF
 GJ0427'THE TRIANGLE FORMED BY THE SHARP CURVE OF THE HIGHWAY TO THE NORTH AND
 GJ0427'THE JUNCTIONS OF THE NORTH-SOUTH AND EAST-WEST GRAVEL SECTION LINE
 GJ0427'ROADS, AT THE KANSAS-OKLAHOMA STATE LINE, 40.7 METERS (133.5 FT)
 GJ0427'SOUTHWEST OF THE HIGHWAY CENTERLINE, 14.3 METERS (47 FT) NORTH OF THE
 GJ0427'CENTER OF THE EAST-WEST ROAD, 16.8 METERS (55 FT) EAST OF THE CENTER
 GJ0427'OF THE NORTH-SOUTH ROAD, 4.7 METERS (15.3 FT) SOUTHEAST OF A GUYED
 GJ0427'POWER POLE AND 4.2 METERS (13.8 FT) NORTHWEST OF A GUYED POWER POLE.
 GJ0427'ROD SET TO ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD
 GJ0427'THROUGH A 5-INCH LOGO CAP.
 GJ0427'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 GJ0427'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0741 ***********************************************************************
 HG0741  DESIGNATION -  A 356
 HG0741  PID         -  HG0741
 HG0741  STATE/COUNTY-  KS/KINGMAN
 HG0741  USGS QUAD   -  KINGMAN (1983)
 HG0741
 HG0741                         *CURRENT SURVEY CONTROL
 HG0741  ___________________________________________________________________
 HG0741* NAD 83(1986)-  37 38 48.     (N)    098 06 46.     (W)     SCALED    
 HG0741* NAVD 88     -       467.169  (meters)    1532.70   (feet)  ADJUSTED  
 HG0741  ___________________________________________________________________
 HG0741  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 HG0741  DYNAMIC HT  -         466.785 (meters)    1531.44  (feet)  COMP
 HG0741  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 HG0741
 HG0741  VERT ORDER  -  FIRST     CLASS II
 HG0741
 HG0741.The horizontal coordinates were scaled from a topographic map and have
 HG0741.an estimated accuracy of +/- 6 seconds.
 HG0741
 HG0741.The orthometric height was determined by differential leveling
 HG0741.and adjusted by the National Geodetic Survey in June 1991..
 HG0741
 HG0741.The geoid height was determined by GEOID03.
 HG0741
 HG0741.The dynamic height is computed by dividing the NAVD 88
 HG0741.geopotential number by the normal gravity value computed on the
 HG0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0741.degrees latitude (g = 980.6199 gals.).
 HG0741
 HG0741.The modeled gravity was interpolated from observed gravity values.
 HG0741
 HG0741;                    North         East    Units  Estimated Accuracy
 HG0741;SPC KS S     -   508,840.      434,170.      MT  (+/- 180 meters Scaled)
 HG0741
 HG0741                          SUPERSEDED SURVEY CONTROL
 HG0741
 HG0741.No superseded survey control is available for this station.
 HG0741
 HG0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG782669(NAD 83)
 HG0741_MARKER: I = METAL ROD
 HG0741_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG0741_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG0741_STAMPING: A 356 1986
 HG0741_MARK LOGO: NGS   
 HG0741_PROJECTION: FLUSH
 HG0741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0741+STABILITY: POSITION/ELEVATION WELL
 HG0741_ROD/PIPE-DEPTH: 7.0  meters
 HG0741_SLEEVE-DEPTH  : 6.1 meters
 HG0741
 HG0741  HISTORY     - Date     Condition        Report By
 HG0741  HISTORY     - 1986     MONUMENTED       NGS
 HG0741
 HG0741                          STATION DESCRIPTION
 HG0741
 HG0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0741'IN KINGMAN.
 HG0741'IN KINGMAN, IN THE NORTHEAST CORNER OF THE INTERSECTION OF US HIGHWAY
 HG0741'54 AND STATE ROUTE 14, AT THE EXTREME SOUTHWEST CORNER OF THE PARKING
 HG0741'LOT FOR THE USD 331 K-8 SCHOOL, 20.5 METERS (67.3 FT) (SLOPE DISTANT)
 HG0741'NORTH OF THE HIGHWAY CENTERLINE, 29.6 METERS (97.1 FT) (SLOPE DISTANT)
 HG0741'EAST OF THE CENTER OF A NORTH-SOUTH STREET, 3.6 METERS (11.7 FT)
 HG0741'EAST-NORTHEAST OF THE EAST CORNER OF A STONE SCHOOL MONUMENT,
 HG0741'1.1 METERS (3.5 FT) WEST OF PARKING LOT CURB, 3.7 METERS (12 FT) SOUTH
 HG0741'OF A PARKING LOT CURB, 63.4 METERS (207.8 FT) SOUTHWEST OF THE
 HG0741'SOUTHWEST CORNER OF THE SCHOOL BUILDING, 22.8 METERS (74.9 FT)
 HG0741'NORTHWEST OF A US HIGHWAY 54 STREET LITE AND 21.2 METERS (69.5 FT)
 HG0741'NORTHEAST OF AN INTERSECTION TRAFFIC LITE.  NOTE--ACCESS TO DATUM
 HG0741'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0741'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0676 ***********************************************************************
 HG0676  DESIGNATION -  A 357
 HG0676  PID         -  HG0676
 HG0676  STATE/COUNTY-  KS/KIOWA
 HG0676  USGS QUAD   -  BRENHAM (1968)
 HG0676
 HG0676                         *CURRENT SURVEY CONTROL
 HG0676  ___________________________________________________________________
 HG0676* NAD 83(1986)-  37 36 32.     (N)    099 13 53.     (W)     SCALED    
 HG0676* NAVD 88     -       669.749  (meters)    2197.33   (feet)  ADJUSTED  
 HG0676  ___________________________________________________________________
 HG0676  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 HG0676  DYNAMIC HT  -         669.174 (meters)    2195.45  (feet)  COMP
 HG0676  MODELED GRAV-     979,748.5   (mgal)                       NAVD 88
 HG0676
 HG0676  VERT ORDER  -  FIRST     CLASS II
 HG0676
 HG0676.The horizontal coordinates were scaled from a topographic map and have
 HG0676.an estimated accuracy of +/- 6 seconds.
 HG0676
 HG0676.The orthometric height was determined by differential leveling
 HG0676.and adjusted by the National Geodetic Survey in June 1991..
 HG0676
 HG0676.The geoid height was determined by GEOID03.
 HG0676
 HG0676.The dynamic height is computed by dividing the NAVD 88
 HG0676.geopotential number by the normal gravity value computed on the
 HG0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0676.degrees latitude (g = 980.6199 gals.).
 HG0676
 HG0676.The modeled gravity was interpolated from observed gravity values.
 HG0676
 HG0676;                    North         East    Units  Estimated Accuracy
 HG0676;SPC KS S     -   504,830.      335,430.      MT  (+/- 180 meters Scaled)
 HG0676
 HG0676                          SUPERSEDED SURVEY CONTROL
 HG0676
 HG0676.No superseded survey control is available for this station.
 HG0676
 HG0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG795624(NAD 83)
 HG0676_MARKER: I = METAL ROD
 HG0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0676_SP_SET: STAINLESS STEEL ROD
 HG0676_STAMPING: A 357 1986
 HG0676_MARK LOGO: NGS   
 HG0676_PROJECTION: FLUSH
 HG0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0676_ROD/PIPE-DEPTH: 8.5  meters
 HG0676
 HG0676  HISTORY     - Date     Condition        Report By
 HG0676  HISTORY     - 1986     MONUMENTED       NGS
 HG0676  HISTORY     - 1988     GOOD             USPSQD
 HG0676
 HG0676                          STATION DESCRIPTION
 HG0676
 HG0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0676'5.5 KM (3.4 MI) EAST FROM GREENSBURG.
 HG0676'5.5 KM (3.45 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN
 HG0676'STREET AT GREENSBURG, IN THE NORTHWEST CORNER OF THE JUNCTION OF A
 HG0676'DIRT ROAD, 0.1 KM (0.06 MI) WEST OF MILEPOST 111, 29.4 METERS (96.5
 HG0676'FT) NORTH OF THE HIGHWAY CENTERLINE, 69.8 METERS (229 FT) SOUTH OF THE
 HG0676'SOUTH RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 47.1
 HG0676'METERS (154.5 FT) WEST OF THE CENTER OF THE ROAD AND 0.6 METER (2 FT)
 HG0676'EAST OF A CONCRETE RIGHT OF WAY POST.
 HG0676'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0676'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HG0676
 HG0676                          STATION RECOVERY (1988)
 HG0676
 HG0676'RECOVERY NOTE BY US POWER SQUADRON 1988 (DRL)
 HG0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0429 ***********************************************************************
 JH0429  DESIGNATION -  A 358
 JH0429  PID         -  JH0429
 JH0429  STATE/COUNTY-  KS/FINNEY
 JH0429  USGS QUAD   -  LOWE (1976)
 JH0429
 JH0429                         *CURRENT SURVEY CONTROL
 JH0429  ___________________________________________________________________
 JH0429* NAD 83(1986)-  38 05 01.     (N)    100 53 02.     (W)     SCALED    
 JH0429* NAVD 88     -       869.817  (meters)    2853.72   (feet)  ADJUSTED  
 JH0429  ___________________________________________________________________
 JH0429  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 JH0429  DYNAMIC HT  -         869.051 (meters)    2851.21  (feet)  COMP
 JH0429  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 JH0429
 JH0429  VERT ORDER  -  FIRST     CLASS II
 JH0429
 JH0429.The horizontal coordinates were scaled from a topographic map and have
 JH0429.an estimated accuracy of +/- 6 seconds.
 JH0429
 JH0429.The orthometric height was determined by differential leveling
 JH0429.and adjusted by the National Geodetic Survey in June 1991..
 JH0429
 JH0429.The geoid height was determined by GEOID03.
 JH0429
 JH0429.The dynamic height is computed by dividing the NAVD 88
 JH0429.geopotential number by the normal gravity value computed on the
 JH0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0429.degrees latitude (g = 980.6199 gals.).
 JH0429
 JH0429.The modeled gravity was interpolated from observed gravity values.
 JH0429
 JH0429;                    North         East    Units  Estimated Accuracy
 JH0429;SPC KS S     -   559,930.      190,890.      MT  (+/- 180 meters Scaled)
 JH0429
 JH0429                          SUPERSEDED SURVEY CONTROL
 JH0429
 JH0429.No superseded survey control is available for this station.
 JH0429
 JH0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH347167(NAD 83)
 JH0429_MARKER: I = METAL ROD
 JH0429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0429_SP_SET: STAINLESS STEEL ROD
 JH0429_STAMPING: A 358 1986
 JH0429_MARK LOGO: NGS   
 JH0429_PROJECTION: FLUSH
 JH0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0429_ROD/PIPE-DEPTH: 12.2 meters
 JH0429
 JH0429  HISTORY     - Date     Condition        Report By
 JH0429  HISTORY     - 1986     MONUMENTED       NGS
 JH0429
 JH0429                          STATION DESCRIPTION
 JH0429
 JH0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0429'12.1 KM (7.5 MI) NORTH FROM GARDEN CITY.
 JH0429'12.15 KM (7.6 MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0429'HIGHWAY 50 WEST AT GARDEN CITY, 0.7 KM (0.45 MI) SOUTH OF MILEPOST 79,
 JH0429'22.4 METERS (73.5 FT) WEST OF THE HIGHWAY CENTERLINE, 3.0 METERS (10
 JH0429'FT) SOUTH OF THE EXTENDED CENTER OF A DIRT ROAD LEADING EAST,
 JH0429'2.9 METERS (9.5 FT) NORTH OF A POWER POLE AND 0.5 METER (1.5 FT) EAST
 JH0429'OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JH0429'5-INCH LOGO CAP.
 JH0429'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0429'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0699 ***********************************************************************
 HG0699  DESIGNATION -  A 359
 HG0699  PID         -  HG0699
 HG0699  STATE/COUNTY-  KS/PRATT
 HG0699  USGS QUAD   -  PRATT (1968)
 HG0699
 HG0699                         *CURRENT SURVEY CONTROL
 HG0699  ___________________________________________________________________
 HG0699* NAD 83(1986)-  37 39 28.     (N)    098 44 21.     (W)     SCALED    
 HG0699* NAVD 88     -       583.495  (meters)    1914.35   (feet)  ADJUSTED  
 HG0699  ___________________________________________________________________
 HG0699  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 HG0699  DYNAMIC HT  -         583.007 (meters)    1912.75  (feet)  COMP
 HG0699  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 HG0699
 HG0699  VERT ORDER  -  FIRST     CLASS II
 HG0699
 HG0699.The horizontal coordinates were scaled from a topographic map and have
 HG0699.an estimated accuracy of +/- 6 seconds.
 HG0699
 HG0699.The orthometric height was determined by differential leveling
 HG0699.and adjusted by the National Geodetic Survey in June 1991..
 HG0699
 HG0699.The geoid height was determined by GEOID03.
 HG0699
 HG0699.The dynamic height is computed by dividing the NAVD 88
 HG0699.geopotential number by the normal gravity value computed on the
 HG0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0699.degrees latitude (g = 980.6199 gals.).
 HG0699
 HG0699.The modeled gravity was interpolated from observed gravity values.
 HG0699
 HG0699;                    North         East    Units  Estimated Accuracy
 HG0699;SPC KS S     -   510,030.      378,900.      MT  (+/- 180 meters Scaled)
 HG0699
 HG0699                          SUPERSEDED SURVEY CONTROL
 HG0699
 HG0699.No superseded survey control is available for this station.
 HG0699
 HG0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG230678(NAD 83)
 HG0699_MARKER: I = METAL ROD
 HG0699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0699_SP_SET: STAINLESS STEEL ROD
 HG0699_STAMPING: A 359 1986
 HG0699_MARK LOGO: NGS   
 HG0699_PROJECTION: FLUSH
 HG0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0699_ROD/PIPE-DEPTH: 14.6 meters
 HG0699
 HG0699  HISTORY     - Date     Condition        Report By
 HG0699  HISTORY     - 1986     MONUMENTED       NGS
 HG0699
 HG0699                          STATION DESCRIPTION
 HG0699
 HG0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0699'1.4 KM (0.85 MI) NORTH FROM PRATT.
 HG0699'1.41 KM (0.88 MI) NORTH ALONG US HIGHWAY 281 FROM THE JUNCTION OF US
 HG0699'HIGHWAY 54 AT PRATT, 0.19 KM (0.12 MI) SOUTH OF THE T JUNCTION OF A
 HG0699'DIRT ROAD LEADING WEST, 15.2 METERS (50 FT) WEST OF THE HIGHWAY
 HG0699'CENTERLINE, 22.8 METERS (70.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 HG0699'THE SUZUKI DEALER BUILDING, 7.3 METERS (24.5 FT) NORTH OF THE CENTER
 HG0699'OF THE DRIVEWAY LEADING INTO THE SUZUKI DEALER AND 0.4 METER (1.5 FT)
 HG0699'SOUTH OF A CONCRETE RIGHT OF WAY MARKER.  NOTE--ACCESS TO DATUM POINT
 HG0699'IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0699'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0347 ***********************************************************************
 HG0347  DESIGNATION -  A 36
 HG0347  PID         -  HG0347
 HG0347  STATE/COUNTY-  KS/PRATT
 HG0347  USGS QUAD   -  COATS NE (1968)
 HG0347
 HG0347                         *CURRENT SURVEY CONTROL
 HG0347  ___________________________________________________________________
 HG0347* NAD 83(1986)-  37 38 14.     (N)    098 52 04.     (W)     SCALED    
 HG0347* NAVD 88     -       617.224  (meters)    2025.01   (feet)  ADJUSTED  
 HG0347  ___________________________________________________________________
 HG0347  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 HG0347  DYNAMIC HT  -         616.703 (meters)    2023.30  (feet)  COMP
 HG0347  MODELED GRAV-     979,766.3   (mgal)                       NAVD 88
 HG0347
 HG0347  VERT ORDER  -  FIRST     CLASS II
 HG0347
 HG0347.The horizontal coordinates were scaled from a topographic map and have
 HG0347.an estimated accuracy of +/- 6 seconds.
 HG0347
 HG0347.The orthometric height was determined by differential leveling
 HG0347.and adjusted by the National Geodetic Survey in June 1991..
 HG0347
 HG0347.The geoid height was determined by GEOID03.
 HG0347
 HG0347.The dynamic height is computed by dividing the NAVD 88
 HG0347.geopotential number by the normal gravity value computed on the
 HG0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0347.degrees latitude (g = 980.6199 gals.).
 HG0347
 HG0347.The modeled gravity was interpolated from observed gravity values.
 HG0347
 HG0347;                    North         East    Units  Estimated Accuracy
 HG0347;SPC KS S     -   507,780.      367,540.      MT  (+/- 180 meters Scaled)
 HG0347
 HG0347                          SUPERSEDED SURVEY CONTROL
 HG0347
 HG0347  NGVD 29 (??/??/92)  616.949  (m)         2024.11   (f) ADJ UNCH    1 2
 HG0347
 HG0347.Superseded values are not recommended for survey control.
 HG0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0347.See file dsdata.txt to determine how the superseded data were derived.
 HG0347
 HG0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG116655(NAD 83)
 HG0347_MARKER: DB = BENCH MARK DISK
 HG0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0347_SP_SET: CONCRETE POST
 HG0347_STAMPING: A 36 1934
 HG0347_MARK LOGO: CGS   
 HG0347_PROJECTION: FLUSH
 HG0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0347+STABILITY: SURFACE MOTION
 HG0347
 HG0347  HISTORY     - Date     Condition        Report By
 HG0347  HISTORY     - 1934     MONUMENTED       CGS
 HG0347  HISTORY     - 1935     GOOD             NGS
 HG0347  HISTORY     - 1986     GOOD             NGS
 HG0347
 HG0347                          STATION DESCRIPTION
 HG0347
 HG0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0347'7.1 MI W FROM PRATT.
 HG0347'ABOUT 7.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0347'RAILWAY FROM THE STATION AT PRATT, PRATT COUNTY, AT MILEAGE
 HG0347'305.3, 57 FEET NORTHWEST OF THE CENTER OF A GRADE CROSSING,
 HG0347'47 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 41 FEET WEST
 HG0347'OF THE CENTER LINE OF THE COUNTY ROAD.  A STANDARD DISK, STAMPED
 HG0347'A 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0347
 HG0347                          STATION RECOVERY (1935)
 HG0347
 HG0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HG0347'RECOVERED IN GOOD CONDITION.
 HG0347
 HG0347                          STATION RECOVERY (1986)
 HG0347
 HG0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0347'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.45 KM (7.15
 HG0347'MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US HIGHWAY 281 AT
 HG0347'PRATT, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD, 0.11 KM
 HG0347'(0.07 MI) EAST OF MILEPOST 131, 53.9 METERS (177 FT) NORTH ACROSS THE
 HG0347'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM THE HIGHWAY CENTERLINE,
 HG0347'13.4 METERS (44 FT) NORTH OF THE NORTH RAIL, 12.2 METERS (40 FT) WEST
 HG0347'OF THE CENTER OF THE ROAD AND 2.1 METERS (7 FT) NORTHWEST OF A
 HG0347'TELEPHONE POLE.
 HG0347'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0347'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0727 ***********************************************************************
 HG0727  DESIGNATION -  A 360
 HG0727  PID         -  HG0727
 HG0727  STATE/COUNTY-  KS/KINGMAN
 HG0727  USGS QUAD   -  PENALOSA (1967)
 HG0727
 HG0727                         *CURRENT SURVEY CONTROL
 HG0727  ___________________________________________________________________
 HG0727* NAD 83(1986)-  37 38 43.     (N)    098 19 45.     (W)     SCALED    
 HG0727* NAVD 88     -       501.665  (meters)    1645.88   (feet)  ADJUSTED  
 HG0727  ___________________________________________________________________
 HG0727  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 HG0727  DYNAMIC HT  -         501.246 (meters)    1644.50  (feet)  COMP
 HG0727  MODELED GRAV-     979,778.9   (mgal)                       NAVD 88
 HG0727
 HG0727  VERT ORDER  -  FIRST     CLASS II
 HG0727
 HG0727.The horizontal coordinates were scaled from a topographic map and have
 HG0727.an estimated accuracy of +/- 6 seconds.
 HG0727
 HG0727.The orthometric height was determined by differential leveling
 HG0727.and adjusted by the National Geodetic Survey in June 1991..
 HG0727
 HG0727.The geoid height was determined by GEOID03.
 HG0727
 HG0727.The dynamic height is computed by dividing the NAVD 88
 HG0727.geopotential number by the normal gravity value computed on the
 HG0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0727.degrees latitude (g = 980.6199 gals.).
 HG0727
 HG0727.The modeled gravity was interpolated from observed gravity values.
 HG0727
 HG0727;                    North         East    Units  Estimated Accuracy
 HG0727;SPC KS S     -   508,620.      415,080.      MT  (+/- 180 meters Scaled)
 HG0727
 HG0727                          SUPERSEDED SURVEY CONTROL
 HG0727
 HG0727.No superseded survey control is available for this station.
 HG0727
 HG0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG591666(NAD 83)
 HG0727_MARKER: I = METAL ROD
 HG0727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0727_SP_SET: STAINLESS STEEL ROD
 HG0727_STAMPING: A 360 1986
 HG0727_MARK LOGO: NGS   
 HG0727_PROJECTION: FLUSH
 HG0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0727_ROD/PIPE-DEPTH: 12.2 meters
 HG0727
 HG0727  HISTORY     - Date     Condition        Report By
 HG0727  HISTORY     - 1986     MONUMENTED       NGS
 HG0727  HISTORY     - 1987     GOOD             NGS
 HG0727
 HG0727                          STATION DESCRIPTION
 HG0727
 HG0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0727'8.7 KM (5.4 MI) EAST FROM CUNNINGHAM.
 HG0727'8.69 KM (5.43 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF COUNTY
 HG0727'ROAD 359 AT CUNNINGHAM, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 HG0727'FIELD ENTRANCE ROAD, 0.1 KM (0.06 MI) EAST OF A SMALL BRIDGE, 0.61 KM
 HG0727'(0.37 MI) WEST OF MILEPOST 161, 15.8 METERS (52 FT) NORTH OF THE
 HG0727'HIGHWAY CENTERLINE, 8.6 METERS (28.5 FT) EAST OF THE CENTER OF THE
 HG0727'ROAD AND 7.4 METERS (24.5 FT) NORTHEAST OF THE EAST END OF A 24-INCH
 HG0727'CONCRETE PIPE CULVERT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0727'5-INCH LOGO CAP.
 HG0727'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0727'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 HG0727
 HG0727                          STATION RECOVERY (1987)
 HG0727
 HG0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HG0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0485 ***********************************************************************
 JH0485  DESIGNATION -  A 361
 JH0485  PID         -  JH0485
 JH0485  STATE/COUNTY-  KS/LOGAN
 JH0485  USGS QUAD   -  ELKADER NE (1972)
 JH0485
 JH0485                         *CURRENT SURVEY CONTROL
 JH0485  ___________________________________________________________________
 JH0485* NAD 83(1986)-  38 58 06.     (N)    100 51 06.     (W)     SCALED    
 JH0485* NAVD 88     -       908.816  (meters)    2981.67   (feet)  ADJUSTED  
 JH0485  ___________________________________________________________________
 JH0485  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 JH0485  DYNAMIC HT  -         908.088 (meters)    2979.29  (feet)  COMP
 JH0485  MODELED GRAV-     979,795.7   (mgal)                       NAVD 88
 JH0485
 JH0485  VERT ORDER  -  FIRST     CLASS II
 JH0485
 JH0485.The horizontal coordinates were scaled from a topographic map and have
 JH0485.an estimated accuracy of +/- 6 seconds.
 JH0485
 JH0485.The orthometric height was determined by differential leveling
 JH0485.and adjusted by the National Geodetic Survey in June 1991..
 JH0485
 JH0485.The geoid height was determined by GEOID03.
 JH0485
 JH0485.The dynamic height is computed by dividing the NAVD 88
 JH0485.geopotential number by the normal gravity value computed on the
 JH0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0485.degrees latitude (g = 980.6199 gals.).
 JH0485
 JH0485.The modeled gravity was interpolated from observed gravity values.
 JH0485
 JH0485;                    North         East    Units  Estimated Accuracy
 JH0485;SPC KS N     -    74,380.      152,910.      MT  (+/- 180 meters Scaled)
 JH0485
 JH0485                          SUPERSEDED SURVEY CONTROL
 JH0485
 JH0485  NGVD 29 (02/14/92)  908.476  (m)         2980.56   (f) ADJUSTED    1 2
 JH0485
 JH0485.Superseded values are not recommended for survey control.
 JH0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0485.See file dsdata.txt to determine how the superseded data were derived.
 JH0485
 JH0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ395148(NAD 83)
 JH0485_MARKER: I = METAL ROD
 JH0485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0485_SP_SET: STAINLESS STEEL ROD
 JH0485_STAMPING: A 361 1986
 JH0485_MARK LOGO: NGS   
 JH0485_PROJECTION: FLUSH
 JH0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0485_ROD/PIPE-DEPTH: 13.4 meters
 JH0485
 JH0485  HISTORY     - Date     Condition        Report By
 JH0485  HISTORY     - 1986     MONUMENTED       NGS
 JH0485
 JH0485                          STATION DESCRIPTION
 JH0485
 JH0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0485'16.6 KM (10.3 MI) SOUTH FROM OAKLEY.
 JH0485'16.61 KM (10.38 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0485'HIGHWAY 40 AT OAKLEY, 0.14 KM (0.09 MI) SOUTH OF MILEPOST 141,
 JH0485'15.2 METERS (50 FT) WEST OF THE HIGHWAY CENTERLINE, 1.0 METER (3.5 FT)
 JH0485'SOUTH OF A FENCE CORNER AND 0.3 METER (1 FT) EAST OF A FENCE.
 JH0485'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0485'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JH0485'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0569 ***********************************************************************
 KH0569  DESIGNATION -  A 362
 KH0569  PID         -  KH0569
 KH0569  STATE/COUNTY-  KS/GOVE
 KH0569  USGS QUAD   -  SUNNY SLOPE LAKE (1979)
 KH0569
 KH0569                         *CURRENT SURVEY CONTROL
 KH0569  ___________________________________________________________________
 KH0569* NAD 83(1986)-  39 07 07.     (N)    100 34 50.     (W)     SCALED    
 KH0569* NAVD 88     -       873.796  (meters)    2866.78   (feet)  ADJUSTED  
 KH0569  ___________________________________________________________________
 KH0569  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 KH0569  DYNAMIC HT  -         873.109 (meters)    2864.53  (feet)  COMP
 KH0569  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 KH0569
 KH0569  VERT ORDER  -  FIRST     CLASS II
 KH0569
 KH0569.The horizontal coordinates were scaled from a topographic map and have
 KH0569.an estimated accuracy of +/- 6 seconds.
 KH0569
 KH0569.The orthometric height was determined by differential leveling
 KH0569.and adjusted by the National Geodetic Survey in June 1991..
 KH0569
 KH0569.The geoid height was determined by GEOID03.
 KH0569
 KH0569.The dynamic height is computed by dividing the NAVD 88
 KH0569.geopotential number by the normal gravity value computed on the
 KH0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0569.degrees latitude (g = 980.6199 gals.).
 KH0569
 KH0569.The modeled gravity was interpolated from observed gravity values.
 KH0569
 KH0569;                    North         East    Units  Estimated Accuracy
 KH0569;SPC KS N     -    90,350.      176,870.      MT  (+/- 180 meters Scaled)
 KH0569
 KH0569                          SUPERSEDED SURVEY CONTROL
 KH0569
 KH0569  NGVD 29 (02/14/92)  873.460  (m)         2865.68   (f) ADJUSTED    1 2
 KH0569
 KH0569.Superseded values are not recommended for survey control.
 KH0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0569.See file dsdata.txt to determine how the superseded data were derived.
 KH0569
 KH0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ633311(NAD 83)
 KH0569_MARKER: I = METAL ROD
 KH0569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KH0569_SP_SET: STAINLESS STEEL ROD
 KH0569_STAMPING: A 362 1986
 KH0569_MARK LOGO: NGS   
 KH0569_PROJECTION: FLUSH
 KH0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0569_ROD/PIPE-DEPTH: 8.5  meters
 KH0569
 KH0569  HISTORY     - Date     Condition        Report By
 KH0569  HISTORY     - 1986     MONUMENTED       NGS
 KH0569
 KH0569                          STATION DESCRIPTION
 KH0569
 KH0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KH0569'4.0 KM (2.5 MI) EAST FROM GRINNELL.
 KH0569'4.04 KM (2.52 MI) EAST ALONG OLD US HIGHWAY 40 FROM THE T JUNCTION OF
 KH0569'STATE HIGHWAY 216 SOUTH AT GRINNELL, 0.13 KM (0.08 MI) EAST OF A
 KH0569'DRIVEWAY, 14.0 METERS (46 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.7
 KH0569'METER (2.5 FT) SOUTHWEST OF A FENCE CORNER AND 0.3 METER (1 FT) WEST
 KH0569'OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KH0569'CAP.
 KH0569'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KH0569'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0661 ***********************************************************************
 HH0661  DESIGNATION -  A 363
 HH0661  PID         -  HH0661
 HH0661  STATE/COUNTY-  KS/KEARNY
 HH0661  USGS QUAD   -  LAKIN NW (1966)
 HH0661
 HH0661                         *CURRENT SURVEY CONTROL
 HH0661  ___________________________________________________________________
 HH0661* NAD 83(1986)-  37 56 38.     (N)    101 24 15.     (W)     SCALED    
 HH0661* NAVD 88     -       999.702  (meters)    3279.86   (feet)  ADJUSTED  
 HH0661  ___________________________________________________________________
 HH0661  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 HH0661  DYNAMIC HT  -         998.779 (meters)    3276.83  (feet)  COMP
 HH0661  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 HH0661
 HH0661  VERT ORDER  -  FIRST     CLASS II
 HH0661
 HH0661.The horizontal coordinates were scaled from a topographic map and have
 HH0661.an estimated accuracy of +/- 6 seconds.
 HH0661
 HH0661.The orthometric height was determined by differential leveling
 HH0661.and adjusted by the National Geodetic Survey in June 1991..
 HH0661
 HH0661.The geoid height was determined by GEOID03.
 HH0661
 HH0661.The dynamic height is computed by dividing the NAVD 88
 HH0661.geopotential number by the normal gravity value computed on the
 HH0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0661.degrees latitude (g = 980.6199 gals.).
 HH0661
 HH0661.The modeled gravity was interpolated from observed gravity values.
 HH0661
 HH0661;                    North         East    Units  Estimated Accuracy
 HH0661;SPC KS S     -   545,730.      144,780.      MT  (+/- 180 meters Scaled)
 HH0661
 HH0661                          SUPERSEDED SURVEY CONTROL
 HH0661
 HH0661.No superseded survey control is available for this station.
 HH0661
 HH0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH887023(NAD 83)
 HH0661_MARKER: I = METAL ROD
 HH0661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0661_SP_SET: STAINLESS STEEL ROD
 HH0661_STAMPING: A 363 1986
 HH0661_MARK LOGO: NGS   
 HH0661_PROJECTION: FLUSH
 HH0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0661_ROD/PIPE-DEPTH: 9.8  meters
 HH0661
 HH0661  HISTORY     - Date     Condition        Report By
 HH0661  HISTORY     - 1986     MONUMENTED       NGS
 HH0661
 HH0661                          STATION DESCRIPTION
 HH0661
 HH0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0661'13.5 KM (8.4 MI) EAST FROM KENDALL.
 HH0661'0.08 KM (0.05 MI) SOUTHEAST ALONG A DIRT STREET FROM THE POST OFFICE
 HH0661'AT KENDALL, THENCE 1.0 KM (0.65 MI) NORTHEAST ALONG AN ASPHALT ROAD,
 HH0661'THENCE 12.3 KM (7.65 MI) EAST ALONG US HIGHWAY 50, NEAR MILEPOST 36,
 HH0661'18.3 METERS (60 FT) SOUTH OF THE HIGHWAY CENTERLINE, 17.7 METERS (58
 HH0661'FT) EAST OF THE CENTER OF A FIELD ROAD LEADING SOUTH, 22.6 METERS (74
 HH0661'FT) SOUTHWEST OF THE MILEPOST, 9.6 METERS (31.5 FT) EAST OF A POWER
 HH0661'POLE AND 0.8 METER (2.7 FT) WEST OF A CONCRETE RIGHT OF WAY POST.
 HH0661'NOTE--BENCH MARK LOGO CAP AND DATUM POINT WAS ERRONEOUSLY STAMPED
 HH0661'1983.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0661'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HH0661'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0454 ***********************************************************************
 JH0454  DESIGNATION -  A 364
 JH0454  PID         -  JH0454
 JH0454  STATE/COUNTY-  KS/SCOTT
 JH0454  USGS QUAD   -  SCOTT CITY (1976)
 JH0454
 JH0454                         *CURRENT SURVEY CONTROL
 JH0454  ___________________________________________________________________
 JH0454* NAD 83(1986)-  38 27 53.     (N)    100 54 24.     (W)     SCALED    
 JH0454* NAVD 88     -       902.458  (meters)    2960.81   (feet)  ADJUSTED  
 JH0454  ___________________________________________________________________
 JH0454  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JH0454  DYNAMIC HT  -         901.693 (meters)    2958.30  (feet)  COMP
 JH0454  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 JH0454
 JH0454  VERT ORDER  -  FIRST     CLASS II
 JH0454
 JH0454.The horizontal coordinates were scaled from a topographic map and have
 JH0454.an estimated accuracy of +/- 6 seconds.
 JH0454
 JH0454.The orthometric height was determined by differential leveling
 JH0454.and adjusted by the National Geodetic Survey in June 1991..
 JH0454
 JH0454.The geoid height was determined by GEOID03.
 JH0454
 JH0454.The dynamic height is computed by dividing the NAVD 88
 JH0454.geopotential number by the normal gravity value computed on the
 JH0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0454.degrees latitude (g = 980.6199 gals.).
 JH0454
 JH0454.The modeled gravity was interpolated from observed gravity values.
 JH0454
 JH0454;                    North         East    Units  Estimated Accuracy
 JH0454;SPC KS S     -   602,270.      189,990.      MT  (+/- 180 meters Scaled)
 JH0454
 JH0454                          SUPERSEDED SURVEY CONTROL
 JH0454
 JH0454.No superseded survey control is available for this station.
 JH0454
 JH0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH336591(NAD 83)
 JH0454_MARKER: I = METAL ROD
 JH0454_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0454_SP_SET: STAINLESS STEEL ROD
 JH0454_STAMPING: A 364 1986
 JH0454_MARK LOGO: NGS   
 JH0454_PROJECTION: FLUSH
 JH0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0454_ROD/PIPE-DEPTH: 8.5  meters
 JH0454
 JH0454  HISTORY     - Date     Condition        Report By
 JH0454  HISTORY     - 1986     MONUMENTED       NGS
 JH0454
 JH0454                          STATION DESCRIPTION
 JH0454
 JH0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0454'2.2 KM (1.35 MI) SOUTH FROM SCOTT CITY.
 JH0454'2.25 KM (1.4 MI) SOUTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0454'SCOTT CITY, 0.45 KM (0.3 MI) NORTH OF MILEPOST 105, 0.38 KM (0.25 MI)
 JH0454'SOUTH OF THE JUNCTION OF A PAVED ROAD, 15.2 METERS (50 FT) EAST OF THE
 JH0454'HIGHWAY CENTERLINE, 3.6 METERS (12 FT) SOUTH OF THE 6TH POWER POLE
 JH0454'SOUTH OF THE ROAD JUNCTION, 1.8 METERS (6 FT) NORTH OF THE SOUTH END
 JH0454'OF A CABLE RIGHT OF WAY FENCE AND 0.3 METER (1 FT) EAST OF THE RIGHT
 JH0454'OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JH0454'LOGO CAP.
 JH0454'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0454'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0480 ***********************************************************************
 KG0480  DESIGNATION -  A 365
 KG0480  PID         -  KG0480
 KG0480  STATE/COUNTY-  KS/GRAHAM
 KG0480  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0480
 KG0480                         *CURRENT SURVEY CONTROL
 KG0480  ___________________________________________________________________
 KG0480* NAD 83(1986)-  39 18 23.     (N)    099 50 48.     (W)     SCALED    
 KG0480* NAVD 88     -       687.131  (meters)    2254.36   (feet)  ADJUSTED  
 KG0480  ___________________________________________________________________
 KG0480  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 KG0480  DYNAMIC HT  -         686.634 (meters)    2252.73  (feet)  COMP
 KG0480  MODELED GRAV-     979,880.8   (mgal)                       NAVD 88
 KG0480
 KG0480  VERT ORDER  -  FIRST     CLASS II
 KG0480
 KG0480.The horizontal coordinates were scaled from a topographic map and have
 KG0480.an estimated accuracy of +/- 6 seconds.
 KG0480
 KG0480.The orthometric height was determined by differential leveling
 KG0480.and adjusted by the National Geodetic Survey in June 1991..
 KG0480
 KG0480.The geoid height was determined by GEOID03.
 KG0480
 KG0480.The dynamic height is computed by dividing the NAVD 88
 KG0480.geopotential number by the normal gravity value computed on the
 KG0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0480.degrees latitude (g = 980.6199 gals.).
 KG0480
 KG0480.The modeled gravity was interpolated from observed gravity values.
 KG0480
 KG0480;                    North         East    Units  Estimated Accuracy
 KG0480;SPC KS N     -   109,640.      240,740.      MT  (+/- 180 meters Scaled)
 KG0480
 KG0480                          SUPERSEDED SURVEY CONTROL
 KG0480
 KG0480  NGVD 29 (02/14/92)  686.839  (m)         2253.40   (f) ADJUSTED    1 2
 KG0480
 KG0480.Superseded values are not recommended for survey control.
 KG0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0480.See file dsdata.txt to determine how the superseded data were derived.
 KG0480
 KG0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ270511(NAD 83)
 KG0480_MARKER: I = METAL ROD
 KG0480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0480_SP_SET: STAINLESS STEEL ROD
 KG0480_STAMPING: A 365 1986
 KG0480_MARK LOGO: NGS   
 KG0480_PROJECTION: FLUSH
 KG0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0480_ROD/PIPE-DEPTH: 11.3 meters
 KG0480
 KG0480  HISTORY     - Date     Condition        Report By
 KG0480  HISTORY     - 1986     MONUMENTED       NGS
 KG0480
 KG0480                          STATION DESCRIPTION
 KG0480
 KG0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0480'6.4 KM (4.0 MI) SOUTH FROM HILL CITY.
 KG0480'6.46 KM (4.03 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0480'HIGHWAY 24 AT HILL CITY, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A
 KG0480'DIRT ROAD, 0.59 KM (0.36 MI) NORTH OF MILEPOST 167, 37.1 METERS (122
 KG0480'FT) EAST OF THE HIGHWAY CENTERLINE, 22.8 METERS (75 FT) EAST OF THE
 KG0480'EAST END OF THE NORTH 1 OF 2 PIPE CULVERTS, 14.8 METERS (48.5 FT)
 KG0480'SOUTH OF THE CENTER OF THE ROAD, 6.8 METERS (22.5 FT) SOUTH OF A POWER
 KG0480'POLE AND 1.5 METERS (5 FT) WEST OF THE BASE OF A GUY WIRE.
 KG0480'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KG0480'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KG0480'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1302 ***********************************************************************
 JF1302  DESIGNATION -  A 367
 JF1302  PID         -  JF1302
 JF1302  STATE/COUNTY-  KS/MCPHERSON
 JF1302  USGS QUAD   -  BUHLER (1965)
 JF1302
 JF1302                         *CURRENT SURVEY CONTROL
 JF1302  ___________________________________________________________________
 JF1302* NAD 83(1986)-  38 12 12.     (N)    097 47 57.     (W)     SCALED    
 JF1302* NAVD 88     -       456.889  (meters)    1498.98   (feet)  ADJUSTED  
 JF1302  ___________________________________________________________________
 JF1302  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF1302  DYNAMIC HT  -         456.543 (meters)    1497.84  (feet)  COMP
 JF1302  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 JF1302
 JF1302  VERT ORDER  -  FIRST     CLASS II
 JF1302
 JF1302.The horizontal coordinates were scaled from a topographic map and have
 JF1302.an estimated accuracy of +/- 6 seconds.
 JF1302
 JF1302.The orthometric height was determined by differential leveling
 JF1302.and adjusted by the National Geodetic Survey in June 1991..
 JF1302
 JF1302.The geoid height was determined by GEOID03.
 JF1302
 JF1302.The dynamic height is computed by dividing the NAVD 88
 JF1302.geopotential number by the normal gravity value computed on the
 JF1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1302.degrees latitude (g = 980.6199 gals.).
 JF1302
 JF1302.The modeled gravity was interpolated from observed gravity values.
 JF1302
 JF1302;                    North         East    Units  Estimated Accuracy
 JF1302;SPC KS S     -   570,780.      461,380.      MT  (+/- 180 meters Scaled)
 JF1302
 JF1302                          SUPERSEDED SURVEY CONTROL
 JF1302
 JF1302.No superseded survey control is available for this station.
 JF1302
 JF1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH051290(NAD 83)
 JF1302_MARKER: I = METAL ROD
 JF1302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JF1302_SP_SET: STAINLESS STEEL ROD
 JF1302_STAMPING: A 367 1986
 JF1302_MARK LOGO: NGS   
 JF1302_PROJECTION: FLUSH
 JF1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1302_ROD/PIPE-DEPTH: 8.3  meters
 JF1302
 JF1302  HISTORY     - Date     Condition        Report By
 JF1302  HISTORY     - 1986     MONUMENTED       NGS
 JF1302
 JF1302                          STATION DESCRIPTION
 JF1302
 JF1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1302'19.9 KM (12.35 MI) SW FROM MCPHERSON.
 JF1302'19.9 KM (12.35 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 JF1302'FROM ITS JUNCTION WITH THE UNION PACIFIC RAILROAD IN MCPHERSON, 123.7
 JF1302'M (405.8 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING EAST, 21.2
 JF1302'M (69.6 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 61, 19.8 M
 JF1302'(65.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BOX CULVERT, 11.6 M
 JF1302'(38.1 FT) NORTHWEST OF THE NEAR RAIL, AND 2.2 M (7.2 FT) NORTHEAST OF
 JF1302'A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JF1302'LOGO CAP.
 JF1302'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JF1302'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1079 ***********************************************************************
 KE1079  DESIGNATION -  A 368
 KE1079  PID         -  KE1079
 KE1079  STATE/COUNTY-  KS/DOUGLAS
 KE1079  USGS QUAD   -  PERRY (1975)
 KE1079
 KE1079                         *CURRENT SURVEY CONTROL
 KE1079  ___________________________________________________________________
 KE1079* NAD 83(1986)-  39 00 01.     (N)    095 24 35.     (W)     SCALED    
 KE1079* NAVD 88     -       334.159  (meters)    1096.32   (feet)  ADJUSTED  
 KE1079  ___________________________________________________________________
 KE1079  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KE1079  DYNAMIC HT  -         333.939 (meters)    1095.60  (feet)  COMP
 KE1079  MODELED GRAV-     979,958.5   (mgal)                       NAVD 88
 KE1079
 KE1079  VERT ORDER  -  FIRST     CLASS II
 KE1079
 KE1079.The horizontal coordinates were scaled from a topographic map and have
 KE1079.an estimated accuracy of +/- 6 seconds.
 KE1079
 KE1079.The orthometric height was determined by differential leveling
 KE1079.and adjusted by the National Geodetic Survey in June 1991..
 KE1079
 KE1079.The geoid height was determined by GEOID03.
 KE1079
 KE1079.The dynamic height is computed by dividing the NAVD 88
 KE1079.geopotential number by the normal gravity value computed on the
 KE1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1079.degrees latitude (g = 980.6199 gals.).
 KE1079
 KE1079.The modeled gravity was interpolated from observed gravity values.
 KE1079
 KE1079;                    North         East    Units  Estimated Accuracy
 KE1079;SPC KS N     -    77,250.      624,350.      MT  (+/- 180 meters Scaled)
 KE1079
 KE1079                          SUPERSEDED SURVEY CONTROL
 KE1079
 KE1079.No superseded survey control is available for this station.
 KE1079
 KE1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD913195(NAD 83)
 KE1079_MARKER: DV = VERTICAL CONTROL DISK
 KE1079_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1079_SP_SET: PIER
 KE1079_STAMPING: A 368 1986
 KE1079_MARK LOGO: NGS   
 KE1079_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1079+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1997
 KE1079
 KE1079  HISTORY     - Date     Condition        Report By
 KE1079  HISTORY     - 1986     MONUMENTED       NGS
 KE1079  HISTORY     - 19971107 GOOD             NGS
 KE1079
 KE1079                          STATION DESCRIPTION
 KE1079
 KE1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1079'15.2 KM (9.45 MI) WEST FROM LAWRENCE.
 KE1079'15.0 KM (9.3 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KE1079'U.S. HIGHWAY 59 IN LAWRENCE, THENCE 0.2 KM (0.1 MI) NORTH ALONG COUNTY
 KE1079'ROAD 500 E, SET VERTICALLY IN THE WEST FACE OF THE MOST SOUTHERLY 1 OF
 KE1079'2 COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE EAST
 KE1079'BOUND INTERSTATE HIGHWAY 70 OVERPASS OF THE ROAD, AND 5.2 M (17.1 FT)
 KE1079'EAST OF THE CENTER OF THE ROAD.
 KE1079'THE MARK IS 1.2 M ABOVE THE GROUND.
 KE1079
 KE1079                          STATION RECOVERY (1997)
 KE1079
 KE1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 KE1079'1.4 KM (0.85 MI) WESTERLY ALONG WOODSON AVENUE AND THEN COUNTY ROAD
 KE1079'2100 NORTH FROM THE POST OFFICE IN LECOMPTON, THENCE 4.9 KM (3.05 MI)
 KE1079'SOUTHERLY ALONG COUNTY ROAD 500 EAST, SET VERTICALLY IN THE WEST FACE
 KE1079'OF THE MOST SOUTHERLY OF 2 COLUMNS OF THE 1ST PIER WEST OF THE EAST
 KE1079'ABUTMENT OF THE EASTBOUND INTERSTATE HIGHWAY 70 OVERPASS OF THE ROAD,
 KE1079'5.2 M (17.1 FT) EAST OF THE ROAD CENTER, 3.4 M (11.2 FT) SOUTH OF THE
 KE1079'CENTER OF THE HIGHWAY, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE
 KE1079'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1310 ***********************************************************************
 JF1310  DESIGNATION -  A 369
 JF1310  PID         -  JF1310
 JF1310  STATE/COUNTY-  KS/MCPHERSON
 JF1310  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF1310
 JF1310                         *CURRENT SURVEY CONTROL
 JF1310  ___________________________________________________________________
 JF1310* NAD 83(1986)-  38 22 35.     (N)    097 37 50.     (W)     SCALED    
 JF1310* NAVD 88     -       454.849  (meters)    1492.28   (feet)  ADJUSTED  
 JF1310  ___________________________________________________________________
 JF1310  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF1310  DYNAMIC HT  -         454.520 (meters)    1491.20  (feet)  COMP
 JF1310  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 JF1310
 JF1310  VERT ORDER  -  FIRST     CLASS II
 JF1310
 JF1310.The horizontal coordinates were scaled from a topographic map and have
 JF1310.an estimated accuracy of +/- 6 seconds.
 JF1310
 JF1310.The orthometric height was determined by differential leveling
 JF1310.and adjusted by the National Geodetic Survey in June 1991..
 JF1310
 JF1310.The geoid height was determined by GEOID03.
 JF1310
 JF1310.The dynamic height is computed by dividing the NAVD 88
 JF1310.geopotential number by the normal gravity value computed on the
 JF1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1310.degrees latitude (g = 980.6199 gals.).
 JF1310
 JF1310.The modeled gravity was interpolated from observed gravity values.
 JF1310
 JF1310;                    North         East    Units  Estimated Accuracy
 JF1310;SPC KS S     -   590,110.      475,970.      MT  (+/- 180 meters Scaled)
 JF1310
 JF1310                          SUPERSEDED SURVEY CONTROL
 JF1310
 JF1310.No superseded survey control is available for this station.
 JF1310
 JF1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH196484(NAD 83)
 JF1310_MARKER: I = METAL ROD
 JF1310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JF1310_SP_SET: STAINLESS STEEL ROD
 JF1310_STAMPING: A 369 1986
 JF1310_MARK LOGO: NGS   
 JF1310_PROJECTION: FLUSH
 JF1310_MAGNETIC: I = MARKER IS A STEEL ROD
 JF1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1310+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1998
 JF1310_ROD/PIPE-DEPTH: 12.8 meters
 JF1310
 JF1310  HISTORY     - Date     Condition        Report By
 JF1310  HISTORY     - 1986     MONUMENTED       NGS
 JF1310  HISTORY     - 19980115 GOOD             NGS
 JF1310
 JF1310                          STATION DESCRIPTION
 JF1310
 JF1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1310'IN MCPHERSON.
 JF1310'IN MCPHERSON, AT THE INTERSECTION OF FIRST STREET AND CENTENNIAL
 JF1310'DRIVE, 23.0 M (75.5 FT) WEST OF THE CENTER OF THE DRIVE, 9.1 M (29.9
 JF1310'FT) SOUTH OF THE CENTERLINE OF THE STREET, AND 4.6 M (15.1 FT) EAST OF
 JF1310'A UTILITY POLE WITH A GUY WIRE AND STREET LIGHT.  NOTE--ACCESS TO
 JF1310'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JF1310'THE MARK IS ABOVE LEVEL WITH THE STREET.
 JF1310
 JF1310                          STATION RECOVERY (1998)
 JF1310
 JF1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 JF1310'IN MCPHERSON, AT THE INTERSECTION OF 1ST STREET AND CENTENNIAL DRIVE,
 JF1310'24.6 M (80.7 FT) EAST OF THE SOUTHEAST HEADWALL OF A CULVERT UNDER THE
 JF1310'STREET, 23.1 M (75.8 FT) WEST OF THE DRIVE CENTER, 9.3 M (30.5 FT)
 JF1310'SOUTH OF THE STREET CENTERLINE, 4.4 M (14.4 FT) EAST OF A UTILITY POLE
 JF1310'WITH A GUY CABLE, AND 0.9 M (3.0 FT) EAST OF A GUY CABLE ANCHOR.
 JF1310'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0026 ***********************************************************************
 JH0026  DESIGNATION -  A 37
 JH0026  PID         -  JH0026
 JH0026  STATE/COUNTY-  KS/LANE
 JH0026  USGS QUAD   -  PENDENNIS (1974)
 JH0026
 JH0026                         *CURRENT SURVEY CONTROL
 JH0026  ___________________________________________________________________
 JH0026* NAD 83(1986)-  38 38 23.     (N)    100 19 39.     (W)     SCALED    
 JH0026* NAVD 88     -       828.565  (meters)    2718.38   (feet)  ADJUSTED  
 JH0026  ___________________________________________________________________
 JH0026  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 JH0026  DYNAMIC HT  -         827.893 (meters)    2716.18  (feet)  COMP
 JH0026  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 JH0026
 JH0026  VERT ORDER  -  SECOND    CLASS 0
 JH0026
 JH0026.The horizontal coordinates were scaled from a topographic map and have
 JH0026.an estimated accuracy of +/- 6 seconds.
 JH0026
 JH0026.The orthometric height was determined by differential leveling
 JH0026.and adjusted by the National Geodetic Survey in June 1991..
 JH0026
 JH0026.The geoid height was determined by GEOID03.
 JH0026
 JH0026.The dynamic height is computed by dividing the NAVD 88
 JH0026.geopotential number by the normal gravity value computed on the
 JH0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0026.degrees latitude (g = 980.6199 gals.).
 JH0026
 JH0026.The modeled gravity was interpolated from observed gravity values.
 JH0026
 JH0026;                    North         East    Units  Estimated Accuracy
 JH0026;SPC KS S     -   620,550.      240,900.      MT  (+/- 180 meters Scaled)
 JH0026
 JH0026                          SUPERSEDED SURVEY CONTROL
 JH0026
 JH0026  NGVD 29 (??/??/92)  828.264  (m)         2717.40   (f) ADJ UNCH    2 0
 JH0026
 JH0026.Superseded values are not recommended for survey control.
 JH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0026.See file dsdata.txt to determine how the superseded data were derived.
 JH0026
 JH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH844776(NAD 83)
 JH0026_MARKER: DB = BENCH MARK DISK
 JH0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0026_SP_SET: CULVERT
 JH0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0026
 JH0026  HISTORY     - Date     Condition        Report By
 JH0026  HISTORY     - 1922     MONUMENTED       CGS
 JH0026  HISTORY     - 1934     GOOD             NGS
 JH0026
 JH0026                          STATION DESCRIPTION
 JH0026
 JH0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0026'AT PENDENNIS.
 JH0026'AT PENDENNIS LOCATED ALONG THE R. OF W. OF THE M.P. R.R. CO.
 JH0026'0.4 MILES EAST OF THE STATION PEN DENNIS.  242 FT. WEST OF POLE
 JH0026'649.  10 FT. SOUTH OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0776 ***********************************************************************
 KF0776  DESIGNATION -  A 370
 KF0776  PID         -  KF0776
 KF0776  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0776  USGS QUAD   -  ST GEORGE (1978)
 KF0776
 KF0776                         *CURRENT SURVEY CONTROL
 KF0776  ___________________________________________________________________
 KF0776* NAD 83(1986)-  39 10 49.     (N)    096 23 22.     (W)     SCALED    
 KF0776* NAVD 88     -       301.879  (meters)     990.41   (feet)  ADJUSTED  
 KF0776  ___________________________________________________________________
 KF0776  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 KF0776  DYNAMIC HT  -         301.683 (meters)     989.77  (feet)  COMP
 KF0776  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 KF0776
 KF0776  VERT ORDER  -  FIRST     CLASS II
 KF0776
 KF0776.The horizontal coordinates were scaled from a topographic map and have
 KF0776.an estimated accuracy of +/- 6 seconds.
 KF0776
 KF0776.The orthometric height was determined by differential leveling
 KF0776.and adjusted by the National Geodetic Survey in June 1991..
 KF0776
 KF0776.The geoid height was determined by GEOID03.
 KF0776
 KF0776.The dynamic height is computed by dividing the NAVD 88
 KF0776.geopotential number by the normal gravity value computed on the
 KF0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0776.degrees latitude (g = 980.6199 gals.).
 KF0776
 KF0776.The modeled gravity was interpolated from observed gravity values.
 KF0776
 KF0776;                    North         East    Units  Estimated Accuracy
 KF0776;SPC KS N     -    95,260.      539,150.      MT  (+/- 180 meters Scaled)
 KF0776
 KF0776                          SUPERSEDED SURVEY CONTROL
 KF0776
 KF0776.No superseded survey control is available for this station.
 KF0776
 KF0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ254400(NAD 83)
 KF0776_MARKER: I = METAL ROD
 KF0776_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KF0776_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KF0776_STAMPING: A 370 1986
 KF0776_MARK LOGO: NGS   
 KF0776_PROJECTION: FLUSH
 KF0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0776+STABILITY: POSITION/ELEVATION WELL
 KF0776_ROD/PIPE-DEPTH: 15.8 meters
 KF0776_SLEEVE-DEPTH  : 7.1 meters
 KF0776
 KF0776  HISTORY     - Date     Condition        Report By
 KF0776  HISTORY     - 1986     MONUMENTED       NGS
 KF0776
 KF0776                          STATION DESCRIPTION
 KF0776
 KF0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0776'15.2 KM (9.45 MI) EAST FROM MANHATTAN.
 KF0776'15.2 KM (9.45 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0776'RAILROAD STATION IN MANHATTAN, 33.5 M (109.9 FT) WEST OF THE CENTER A
 KF0776'GRAVELED ROAD, 16.3 M (53.5 FT) SOUTH OF THE NEAR RAIL, 6.1 M (20.0
 KF0776'FT) NORTH OF A FENCE, AND 2.3 M (9.5 FT) WEST OF A UTILITY POLE.
 KF0776'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KF0776'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KF0776'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1603 ***********************************************************************
 JE1603  DESIGNATION -  A 371
 JE1603  PID         -  JE1603
 JE1603  STATE/COUNTY-  KS/JOHNSON
 JE1603  USGS QUAD   -  EUDORA (1978)
 JE1603
 JE1603                         *CURRENT SURVEY CONTROL
 JE1603  ___________________________________________________________________
 JE1603* NAD 83(1986)-  38 56 34.     (N)    095 03 35.     (W)     SCALED    
 JE1603* NAVD 88     -       247.782  (meters)     812.93   (feet)  ADJUSTED  
 JE1603  ___________________________________________________________________
 JE1603  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE1603  DYNAMIC HT  -         247.621 (meters)     812.40  (feet)  COMP
 JE1603  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 JE1603
 JE1603  VERT ORDER  -  FIRST     CLASS II
 JE1603
 JE1603.The horizontal coordinates were scaled from a topographic map and have
 JE1603.an estimated accuracy of +/- 6 seconds.
 JE1603
 JE1603.The orthometric height was determined by differential leveling
 JE1603.and adjusted by the National Geodetic Survey in June 1991..
 JE1603
 JE1603.The geoid height was determined by GEOID03.
 JE1603
 JE1603.The dynamic height is computed by dividing the NAVD 88
 JE1603.geopotential number by the normal gravity value computed on the
 JE1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1603.degrees latitude (g = 980.6199 gals.).
 JE1603
 JE1603.The modeled gravity was interpolated from observed gravity values.
 JE1603
 JE1603;                    North         East    Units  Estimated Accuracy
 JE1603;SPC KS N     -    71,790.      654,860.      MT  (+/- 180 meters Scaled)
 JE1603
 JE1603                          SUPERSEDED SURVEY CONTROL
 JE1603
 JE1603.No superseded survey control is available for this station.
 JE1603
 JE1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD214124(NAD 83)
 JE1603_MARKER: DB = BENCH MARK DISK
 JE1603_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1603_SP_SET: PIER
 JE1603_STAMPING: A 371 1986
 JE1603_MARK LOGO: NGS   
 JE1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1603+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE1603
 JE1603  HISTORY     - Date     Condition        Report By
 JE1603  HISTORY     - 1986     MONUMENTED       NGS
 JE1603  HISTORY     - 20051112 GOOD             GEOCAC
 JE1603
 JE1603                          STATION DESCRIPTION
 JE1603
 JE1603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1603'21.7 KM (13.5 MI) EAST FROM LAWRENCE.
 JE1603'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION WITH
 JE1603'U.S. HIGHWAY 40 IN LAWRENCE, THENCE 18.3 KM (11.35 MI) EASTERLY ALONG
 JE1603'STATE HIGHWAY 10, SET VERTICALLY IN THE EAST FACE OF THE MOST
 JE1603'NORTHERLY 1 OF 3 COLUMNS OF THE FIRST PIER EAST OF THE WEST ABUTMENT
 JE1603'OF THE EAST BOUND HIGHWAY OVREPASS OF A GRAVELED ROAD, AND 4.5 M (14.8
 JE1603'FT) NORTH OF THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY.
 JE1603'THE MARK IS 1.3 M ABOVE THE ROAD.
 JE1603
 JE1603                          STATION RECOVERY (2005)
 JE1603
 JE1603'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1096 ***********************************************************************
 KE1096  DESIGNATION -  A 372
 KE1096  PID         -  KE1096
 KE1096  STATE/COUNTY-  KS/JOHNSON
 KE1096  USGS QUAD   -  SHAWNEE (1991)
 KE1096
 KE1096                         *CURRENT SURVEY CONTROL
 KE1096  ___________________________________________________________________
 KE1096* NAD 83(1986)-  39 00 56.     (N)    094 42 30.     (W)     SCALED    
 KE1096* NAVD 88     -       289.307  (meters)     949.17   (feet)  ADJUSTED  
 KE1096  ___________________________________________________________________
 KE1096  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KE1096  DYNAMIC HT  -         289.116 (meters)     948.54  (feet)  COMP
 KE1096  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 KE1096
 KE1096  VERT ORDER  -  FIRST     CLASS II
 KE1096
 KE1096.The horizontal coordinates were scaled from a topographic map and have
 KE1096.an estimated accuracy of +/- 6 seconds.
 KE1096
 KE1096.The orthometric height was determined by differential leveling
 KE1096.and adjusted by the National Geodetic Survey in June 1991..
 KE1096
 KE1096.The geoid height was determined by GEOID03.
 KE1096
 KE1096.The dynamic height is computed by dividing the NAVD 88
 KE1096.geopotential number by the normal gravity value computed on the
 KE1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1096.degrees latitude (g = 980.6199 gals.).
 KE1096
 KE1096.The modeled gravity was interpolated from observed gravity values.
 KE1096
 KE1096;                    North         East    Units  Estimated Accuracy
 KE1096;SPC KS N     -    80,920.      685,010.      MT  (+/- 180 meters Scaled)
 KE1096
 KE1096                          SUPERSEDED SURVEY CONTROL
 KE1096
 KE1096.No superseded survey control is available for this station.
 KE1096
 KE1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD521198(NAD 83)
 KE1096_MARKER: I = METAL ROD
 KE1096_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1096_SP_SET: STAINLESS STEEL ROD
 KE1096_STAMPING: A 372 1986
 KE1096_MARK LOGO: NGS   
 KE1096_PROJECTION: RECESSED 1 CENTIMETERS
 KE1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1096_ROD/PIPE-DEPTH: 4.9  meters
 KE1096
 KE1096  HISTORY     - Date     Condition        Report By
 KE1096  HISTORY     - 1986     MONUMENTED       NGS
 KE1096
 KE1096                          STATION DESCRIPTION
 KE1096
 KE1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1096'IN SHAWNEE.
 KE1096'IN SHAWNEE, AT THE INTERSECTION OF STATE HIGHWAY 12 AND MELROSE LANE,
 KE1096'75.9 M (249.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 KE1096'THE HIGHWAY, 16.0 M (52.5 FT) SOUTH OF THE CENTER OF A PAVED DRIVEWAY,
 KE1096'6.4 M (21.0 FT) WEST OF THE CENTER OF THE LANE, 5.3 M (17.4 FT)
 KE1096'NORTH-NORTHWEST OF THE CENTER OF A MANHOLE COVER, AND 2.3 M (7.5 FT)
 KE1096'NORTH OF UTILITY POLE NUMBER 58 17.  NOTE--ACCESS TO DATUM POINT IS
 KE1096'HAD THROUGH A 5-INCH LOGO CAP.
 KE1096'THE MARK IS ABOVE LEVEL WITH THE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5893 ***********************************************************************
 AA5893  DESIGNATION -  A 374
 AA5893  PID         -  AA5893
 AA5893  STATE/COUNTY-  KS/JOHNSON
 AA5893  USGS QUAD   -  OLATHE (1991)
 AA5893
 AA5893                         *CURRENT SURVEY CONTROL
 AA5893  ___________________________________________________________________
 AA5893* NAD 83(1986)-  38 55 38.     (N)    094 51 08.     (W)     SCALED    
 AA5893* NAVD 88     -       311.892  (meters)    1023.27   (feet)  ADJUSTED  
 AA5893  ___________________________________________________________________
 AA5893  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 AA5893  DYNAMIC HT  -         311.685 (meters)    1022.59  (feet)  COMP
 AA5893  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 AA5893
 AA5893  VERT ORDER  -  FIRST     CLASS II
 AA5893
 AA5893.The horizontal coordinates were scaled from a topographic map and have
 AA5893.an estimated accuracy of +/- 6 seconds.
 AA5893
 AA5893.The orthometric height was determined by differential leveling
 AA5893.and adjusted by the National Geodetic Survey in April 2001..
 AA5893
 AA5893.The geoid height was determined by GEOID03.
 AA5893
 AA5893.The dynamic height is computed by dividing the NAVD 88
 AA5893.geopotential number by the normal gravity value computed on the
 AA5893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5893.degrees latitude (g = 980.6199 gals.).
 AA5893
 AA5893.The modeled gravity was interpolated from observed gravity values.
 AA5893
 AA5893;                    North         East    Units  Estimated Accuracy
 AA5893;SPC KS N     -    70,670.      672,900.      MT  (+/- 180 meters Scaled)
 AA5893
 AA5893                          SUPERSEDED SURVEY CONTROL
 AA5893
 AA5893.No superseded survey control is available for this station.
 AA5893
 AA5893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD394103(NAD 83)
 AA5893_MARKER: DV = VERTICAL CONTROL DISK
 AA5893_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA5893_SP_SET: OVERPASS PIER
 AA5893_STAMPING: A 374 1995
 AA5893_MARK LOGO: NOS   
 AA5893_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5893+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 AA5893
 AA5893  HISTORY     - Date     Condition        Report By
 AA5893  HISTORY     - 1995     MONUMENTED       NGS
 AA5893  HISTORY     - 20060422 GOOD             GEOCAC
 AA5893
 AA5893                          STATION DESCRIPTION
 AA5893
 AA5893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RPB)
 AA5893'THE STATION IS LOCATED NNW OF OLATHE IN THE SOUTHERNMOST COLUMN OF AN
 AA5893'OVERPASS OVER HWY.K-7, 1 MI (1.6 KM) SOUTH OF HWY.10.  THE COLUMN IS
 AA5893'BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES.  TO REACH THE STATION
 AA5893'FROM THE JUNCTION OF HWY 10 AND K-7, PROCEED SOUTH FOR 1 MI (1.6 KM)
 AA5893'TO THE STATION ON THE LEFT AT THE OVERPASS.  THE STATION IS A STANDARD
 AA5893'BRASS NOS BENCHMARK DISK SET INTO A DRILL HOLE IN THE SOUTHERNMOST
 AA5893'COLUMN OF THE CENTER ROW OF COLUMNS OF AN EAST/WEST HWY OVERPASS. THE
 AA5893'DISK IS LOCATED ON THE SOUTH SIDE OF THE COLUMN AND IS APPROX. 1.5 M
 AA5893'(4.9 FT) ABOVE THE GROUND.
 AA5893
 AA5893                          STATION RECOVERY (2006)
 AA5893
 AA5893'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AA5893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8183 ***********************************************************************
 AE8183  DESIGNATION -  A 375
 AE8183  PID         -  AE8183
 AE8183  STATE/COUNTY-  KS/JEFFERSON
 AE8183  USGS QUAD   -  PERRY (1975)
 AE8183
 AE8183                         *CURRENT SURVEY CONTROL
 AE8183  ___________________________________________________________________
 AE8183* NAD 83(1986)-  39 07 21.     (N)    095 23 47.     (W)     SCALED    
 AE8183* NAVD 88     -       298.421  (meters)     979.07   (feet)  ADJUSTED  
 AE8183  ___________________________________________________________________
 AE8183  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 AE8183  DYNAMIC HT  -         298.229 (meters)     978.44  (feet)  COMP
 AE8183  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 AE8183
 AE8183  VERT ORDER  -  FIRST     CLASS II
 AE8183
 AE8183.The horizontal coordinates were scaled from a topographic map and have
 AE8183.an estimated accuracy of +/- 6 seconds.
 AE8183
 AE8183.The orthometric height was determined by differential leveling
 AE8183.and adjusted by the National Geodetic Survey in July 2002..
 AE8183
 AE8183.The geoid height was determined by GEOID03.
 AE8183
 AE8183.The dynamic height is computed by dividing the NAVD 88
 AE8183.geopotential number by the normal gravity value computed on the
 AE8183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8183.degrees latitude (g = 980.6199 gals.).
 AE8183
 AE8183.The modeled gravity was interpolated from observed gravity values.
 AE8183
 AE8183;                    North         East    Units  Estimated Accuracy
 AE8183;SPC KS N     -    90,840.      625,110.      MT  (+/- 180 meters Scaled)
 AE8183
 AE8183                          SUPERSEDED SURVEY CONTROL
 AE8183
 AE8183.No superseded survey control is available for this station.
 AE8183
 AE8183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD928331(NAD 83)
 AE8183_MARKER: I = METAL ROD
 AE8183_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8183_STAMPING: A 375 1997
 AE8183_MARK LOGO: NGS   
 AE8183_PROJECTION: FLUSH
 AE8183_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8183+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8183_ROD/PIPE-DEPTH: 7.7  meters
 AE8183_SLEEVE-DEPTH  : 0.9 meters
 AE8183
 AE8183  HISTORY     - Date     Condition        Report By
 AE8183  HISTORY     - 1997     MONUMENTED       NGS
 AE8183
 AE8183                          STATION DESCRIPTION
 AE8183
 AE8183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE8183'0.3 KM (0.20 MI) EASTERLY ALONG WOODSON AVENUE FROM THE POST OFFICE IN
 AE8183'LECOMPTON, THENCE 4.0 KM (2.50 MI) NORTHERLY ALONG COUNTY ROAD 600
 AE8183'EAST AND THEN LECOMPTON ROAD, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG
 AE8183'U.S.  HIGHWAY 24, THENCE 4.7 KM (2.90 MI) NORTHERLY ALONG FERGUSON
 AE8183'ROAD, 17.7 M (58.1 FT) WEST OF THE ROAD CENTERLINE, 13.2 M (43.3 FT)
 AE8183'SOUTH OF THE CENTERLINE OF 43RD ROAD, 1.5 M (4.9 FT) BELOW THE LEVEL
 AE8183'OF 43RD ROAD, 0.6 M (2.0 FT) SOUTH OF UNDERGROUND CABLE JUNCTION BOX
 AE8183'NUMBER 1 50 1T, 0.6 M (2.0 FT) NORTH OF AN UNDERGROUND CABLE WARNING
 AE8183'SIGN, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 AE8183'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE8183'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7067 ***********************************************************************
 DH7067  DESIGNATION -  A 376
 DH7067  PID         -  DH7067
 DH7067  STATE/COUNTY-  KS/SHAWNEE
 DH7067  USGS QUAD   -  WILLARD (1972)
 DH7067
 DH7067                         *CURRENT SURVEY CONTROL
 DH7067  ___________________________________________________________________
 DH7067* NAD 83(1986)-  39 03 27.     (N)    095 55 06.     (W)     SCALED    
 DH7067* NAVD 88     -       300.776  (meters)     986.80   (feet)  ADJUSTED  
 DH7067  ___________________________________________________________________
 DH7067  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 DH7067  DYNAMIC HT  -         300.581 (meters)     986.16  (feet)  COMP
 DH7067  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 DH7067
 DH7067  VERT ORDER  -  SECOND    CLASS I
 DH7067
 DH7067.The horizontal coordinates were scaled from a topographic map and have
 DH7067.an estimated accuracy of +/- 6 seconds.
 DH7067
 DH7067.The orthometric height was determined by differential leveling
 DH7067.and adjusted by the National Geodetic Survey in December 2005..
 DH7067.No vertical observational check was made to the station.
 DH7067
 DH7067.The geoid height was determined by GEOID03.
 DH7067
 DH7067.The dynamic height is computed by dividing the NAVD 88
 DH7067.geopotential number by the normal gravity value computed on the
 DH7067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7067.degrees latitude (g = 980.6199 gals.).
 DH7067
 DH7067.The modeled gravity was interpolated from observed gravity values.
 DH7067
 DH7067;                    North         East    Units  Estimated Accuracy
 DH7067;SPC KS N     -    82,460.      580,160.      MT  (+/- 180 meters Scaled)
 DH7067
 DH7067                          SUPERSEDED SURVEY CONTROL
 DH7067
 DH7067.No superseded survey control is available for this station.
 DH7067
 DH7067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD474272(NAD 83)
 DH7067_MARKER: DV = VERTICAL CONTROL DISK
 DH7067_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7067_SP_SET: OVERPASS ABUTMENT
 DH7067_STAMPING: A 376 2005
 DH7067_MARK LOGO: NGS   
 DH7067_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7067+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 DH7067
 DH7067  HISTORY     - Date     Condition        Report By
 DH7067  HISTORY     - 20050530 MONUMENTED       NGS
 DH7067
 DH7067                          STATION DESCRIPTION
 DH7067
 DH7067'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 DH7067'13.0 KM WESTERLY ALONG INTERSTATE HIGHWAY 70 FROM THE JUNCTION OF
 DH7067'INTERSTATE HIGHWAY  470 SOUTHBOUND IN TOPEKA,  IN TOP OF AND 0.6 M
 DH7067'NORTH OF THE SOUTH END OF THE EAST  CONCRETE ABUTMENT OF THE EASTBOUND
 DH7067'HIGHWAY OVERPASS OF WEST UNION ROAD (EXIT 347),  7.7 M SOUTH OF AND
 DH7067'LEVEL WITH THE EAST BOUND HIGHWAY CENTERLINE, 0.6 M SOUTH OF THE
 DH7067'SOUTH FACE OF A GUARD RAIL, AND 0.5 M WEST OF THE EAST EDGE OF THE
 DH7067'ABUTMENT.  NOTE--THE  MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0213 ***********************************************************************
 JG0213  DESIGNATION -  A 38
 JG0213  PID         -  JG0213
 JG0213  STATE/COUNTY-  KS/BARTON
 JG0213  USGS QUAD   -  HOISINGTON (1969)
 JG0213
 JG0213                         *CURRENT SURVEY CONTROL
 JG0213  ___________________________________________________________________
 JG0213* NAD 83(1986)-  38 31 06.     (N)    098 50 54.     (W)     SCALED    
 JG0213* NAVD 88     -       564.350  (meters)    1851.54   (feet)  ADJUSTED  
 JG0213  ___________________________________________________________________
 JG0213  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0213  DYNAMIC HT  -         563.934 (meters)    1850.17  (feet)  COMP
 JG0213  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 JG0213
 JG0213  VERT ORDER  -  FIRST     CLASS II
 JG0213
 JG0213.The horizontal coordinates were scaled from a topographic map and have
 JG0213.an estimated accuracy of +/- 6 seconds.
 JG0213
 JG0213.The orthometric height was determined by differential leveling
 JG0213.and adjusted by the National Geodetic Survey in June 1991..
 JG0213
 JG0213.The geoid height was determined by GEOID03.
 JG0213
 JG0213.The dynamic height is computed by dividing the NAVD 88
 JG0213.geopotential number by the normal gravity value computed on the
 JG0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0213.degrees latitude (g = 980.6199 gals.).
 JG0213
 JG0213.The modeled gravity was interpolated from observed gravity values.
 JG0213
 JG0213;                    North         East    Units  Estimated Accuracy
 JG0213;SPC KS S     -   605,570.      369,620.      MT  (+/- 180 meters Scaled)
 JG0213
 JG0213                          SUPERSEDED SURVEY CONTROL
 JG0213
 JG0213  NGVD 29 (??/??/92)  564.128  (m)         1850.81   (f) ADJ UNCH    1 2
 JG0213
 JG0213.Superseded values are not recommended for survey control.
 JG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0213.See file dsdata.txt to determine how the superseded data were derived.
 JG0213
 JG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH132633(NAD 83)
 JG0213_MARKER: DB = BENCH MARK DISK
 JG0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0213+STABILITY: SURFACE MOTION
 JG0213
 JG0213  HISTORY     - Date     Condition        Report By
 JG0213  HISTORY     - UNK      MONUMENTED       CGS
 JG0213  HISTORY     - 1934     GOOD             NGS
 JG0213  HISTORY     - 1962     GOOD             NGS
 JG0213
 JG0213                          STATION DESCRIPTION
 JG0213
 JG0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0213'IN BOYD.
 JG0213'45 FEET NORTH CENTERLINE OF MISSOURI PACIFIC RAILROAD TRACK,
 JG0213'45 FEET EAST CENTERLINE OF THE MAIN STREET OF BOYD, 18 FEET EAST
 JG0213'OF POWER POLE 8835, 35 YADS EAST OF STATION AT BOYD.
 JG0213
 JG0213                          STATION RECOVERY (1962)
 JG0213
 JG0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JG0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0797 ***********************************************************************
 HF0797  DESIGNATION -  A 39
 HF0797  PID         -  HF0797
 HF0797  STATE/COUNTY-  KS/SEDGWICK
 HF0797  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0797
 HF0797                         *CURRENT SURVEY CONTROL
 HF0797  ___________________________________________________________________
 HF0797* NAD 83(1986)-  37 28 55.     (N)    097 40 46.     (W)     SCALED    
 HF0797* NAVD 88     -       420.187  (meters)    1378.56   (feet)  ADJUSTED  
 HF0797  ___________________________________________________________________
 HF0797  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HF0797  DYNAMIC HT  -         419.843 (meters)    1377.43  (feet)  COMP
 HF0797  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 HF0797
 HF0797  VERT ORDER  -  SECOND    CLASS 0
 HF0797
 HF0797.The horizontal coordinates were scaled from a topographic map and have
 HF0797.an estimated accuracy of +/- 6 seconds.
 HF0797
 HF0797.The orthometric height was determined by differential leveling
 HF0797.and adjusted by the National Geodetic Survey in June 1991..
 HF0797
 HF0797.The geoid height was determined by GEOID03.
 HF0797
 HF0797.The dynamic height is computed by dividing the NAVD 88
 HF0797.geopotential number by the normal gravity value computed on the
 HF0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0797.degrees latitude (g = 980.6199 gals.).
 HF0797
 HF0797.The modeled gravity was interpolated from observed gravity values.
 HF0797
 HF0797;                    North         East    Units  Estimated Accuracy
 HF0797;SPC KS S     -   490,800.      472,570.      MT  (+/- 180 meters Scaled)
 HF0797
 HF0797                          SUPERSEDED SURVEY CONTROL
 HF0797
 HF0797  NGVD 29 (??/??/92)  420.054  (m)         1378.13   (f) ADJ UNCH    2 0
 HF0797
 HF0797.Superseded values are not recommended for survey control.
 HF0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0797.See file dsdata.txt to determine how the superseded data were derived.
 HF0797
 HF0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG167491(NAD 83)
 HF0797_MARKER: DB = BENCH MARK DISK
 HF0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0797_STAMPING: A 39 1934
 HF0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0797+STABILITY: SURFACE MOTION
 HF0797
 HF0797  HISTORY     - Date     Condition        Report By
 HF0797  HISTORY     - 1934     MONUMENTED       CGS
 HF0797  HISTORY     - 1956     GOOD             NGS
 HF0797  HISTORY     - 1962     GOOD             NGS
 HF0797
 HF0797                          STATION DESCRIPTION
 HF0797
 HF0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF0797'1.9 MI W FROM VIOLA.
 HF0797'1.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0797'FROM THE STATION AT VIOLA, AT A DIRT ROAD CROSSING, 39 FEET
 HF0797'SOUTH OF THE SOUTH RAIL, 35 FEET WEST OF THE CENTER LINE OF A
 HF0797'DIRT ROAD, 23.5 FEET EAST OF A TELEPHONE POLE, 9.3 FEET NORTH OF
 HF0797'A FENCE, 1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 HF0797'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN
 HF0797'SECTION 31, TOWNSHIP 29 SOUTH, RANGE 3 WEST.
 HF0797
 HF0797                          STATION RECOVERY (1962)
 HF0797
 HF0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1067 ***********************************************************************
 JF1067  DESIGNATION -  A 4
 JF1067  PID         -  JF1067
 JF1067  STATE/COUNTY-  KS/SALINE
 JF1067  USGS QUAD   -  ASSARIA (1978)
 JF1067
 JF1067                         *CURRENT SURVEY CONTROL
 JF1067  ___________________________________________________________________
 JF1067* NAD 83(1986)-  38 44 25.     (N)    097 36 12.     (W)     SCALED    
 JF1067* NAVD 88     -       385.785  (meters)    1265.70   (feet)  POSTED    
 JF1067  ___________________________________________________________________
 JF1067  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 JF1067  DYNAMIC HT  -         385.520 (meters)    1264.83  (feet)  COMP
 JF1067  MODELED GRAV-     979,936.0   (mgal)                       NAVD 88
 JF1067
 JF1067  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF1067
 JF1067.The horizontal coordinates were scaled from a topographic map and have
 JF1067.an estimated accuracy of +/- 6 seconds.
 JF1067
 JF1067.The orthometric height was determined by differential leveling
 JF1067.and adjusted by the National Geodetic Survey in 1992..
 JF1067.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF1067.rate of 0.0 thru 1.0 mm/km.
 JF1067
 JF1067.The geoid height was determined by GEOID03.
 JF1067
 JF1067.The dynamic height is computed by dividing the NAVD 88
 JF1067.geopotential number by the normal gravity value computed on the
 JF1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1067.degrees latitude (g = 980.6199 gals.).
 JF1067
 JF1067.The modeled gravity was interpolated from observed gravity values.
 JF1067
 JF1067;                    North         East    Units  Estimated Accuracy
 JF1067;SPC KS N     -    45,250.      434,490.      MT  (+/- 180 meters Scaled)
 JF1067
 JF1067                          SUPERSEDED SURVEY CONTROL
 JF1067
 JF1067.No superseded survey control is available for this station.
 JF1067
 JF1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH213888(NAD 83)
 JF1067_MARKER: H = DRILL HOLE
 JF1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1067_SP_SET: LIMESTONE POST
 JF1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1067+STABILITY: SURFACE MOTION
 JF1067
 JF1067  HISTORY     - Date     Condition        Report By
 JF1067  HISTORY     - UNK      MONUMENTED       CGS
 JF1067  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 JF1067
 JF1067                          STATION DESCRIPTION
 JF1067
 JF1067'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 JF1067'AT MENTOR.
 JF1067'AT MENTOR, SALINE COUNTY, IN T. 15 S., R. 2 W., ON THE
 JF1067'RIGHT-OF-WAY OF THE UNION PACIFIC RAILROAD, 3.5 METERS NORTH
 JF1067'OF THE STATION SIGN, AND 11.1 METERS NORTH OF THE ROAD.  THE
 JF1067'BOTTOM OF A SQUARE HOLE IN THE TOP OF AN INDIANA BEDFORD LIMESTONE
 JF1067'POST, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0280 ***********************************************************************
 HF0280  DESIGNATION -  A 40
 HF0280  PID         -  HF0280
 HF0280  STATE/COUNTY-  KS/BUTLER
 HF0280  USGS QUAD   -  AUGUSTA (1979)
 HF0280
 HF0280                         *CURRENT SURVEY CONTROL
 HF0280  ___________________________________________________________________
 HF0280* NAD 83(1986)-  37 41 14.     (N)    096 55 44.     (W)     SCALED    
 HF0280* NAVD 88     -       378.338  (meters)    1241.26   (feet)  ADJUSTED  
 HF0280  ___________________________________________________________________
 HF0280  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HF0280  DYNAMIC HT  -         378.041 (meters)    1240.29  (feet)  COMP
 HF0280  MODELED GRAV-     979,834.8   (mgal)                       NAVD 88
 HF0280
 HF0280  VERT ORDER  -  SECOND    CLASS 0
 HF0280
 HF0280.The horizontal coordinates were scaled from a topographic map and have
 HF0280.an estimated accuracy of +/- 6 seconds.
 HF0280
 HF0280.The orthometric height was determined by differential leveling
 HF0280.and adjusted by the National Geodetic Survey in June 1991..
 HF0280
 HF0280.The geoid height was determined by GEOID03.
 HF0280
 HF0280.The dynamic height is computed by dividing the NAVD 88
 HF0280.geopotential number by the normal gravity value computed on the
 HF0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0280.degrees latitude (g = 980.6199 gals.).
 HF0280
 HF0280.The modeled gravity was interpolated from observed gravity values.
 HF0280
 HF0280;                    North         East    Units  Estimated Accuracy
 HF0280;SPC KS S     -   514,430.      538,560.      MT  (+/- 180 meters Scaled)
 HF0280
 HF0280                          SUPERSEDED SURVEY CONTROL
 HF0280
 HF0280  NGVD 29 (??/??/92)  378.197  (m)         1240.80   (f) ADJ UNCH    2 0
 HF0280
 HF0280.Superseded values are not recommended for survey control.
 HF0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0280.See file dsdata.txt to determine how the superseded data were derived.
 HF0280
 HF0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG826731(NAD 83)
 HF0280_MARKER: DB = BENCH MARK DISK
 HF0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0280_SP_SET: ABUTMENT
 HF0280_STAMPING: A 40 1934
 HF0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0280
 HF0280  HISTORY     - Date     Condition        Report By
 HF0280  HISTORY     - 1934     MONUMENTED       CGS
 HF0280  HISTORY     - 1962     GOOD             NGS
 HF0280
 HF0280                          STATION DESCRIPTION
 HF0280
 HF0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0280'2.8 MI E FROM AUGUSTA.
 HF0280'2.8 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0280'AUGUSTA, AT BRIDGE 481.25, IN THE TOP OF THE SOUTH END OF THE
 HF0280'WEST ABUTMENT, AND 7 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 HF0280'A STANDARD DISK, STAMPED A 40 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0665 ***********************************************************************
 JG0665  DESIGNATION -  A 41
 JG0665  PID         -  JG0665
 JG0665  STATE/COUNTY-  KS/STAFFORD
 JG0665  USGS QUAD   -  SAINT JOHN NORTH (1972)
 JG0665
 JG0665                         *CURRENT SURVEY CONTROL
 JG0665  ___________________________________________________________________
 JG0665* NAD 83(1986)-  38 00 01.     (N)    098 45 38.     (W)     SCALED    
 JG0665* NAVD 88     -       580.850  (meters)    1905.67   (feet)  ADJUSTED  
 JG0665  ___________________________________________________________________
 JG0665  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 JG0665  DYNAMIC HT  -         580.389 (meters)    1904.16  (feet)  COMP
 JG0665  MODELED GRAV-     979,817.0   (mgal)                       NAVD 88
 JG0665
 JG0665  VERT ORDER  -  SECOND    CLASS 0
 JG0665
 JG0665.The horizontal coordinates were scaled from a topographic map and have
 JG0665.an estimated accuracy of +/- 6 seconds.
 JG0665
 JG0665.The orthometric height was determined by differential leveling
 JG0665.and adjusted by the National Geodetic Survey in June 1991..
 JG0665
 JG0665.The geoid height was determined by GEOID03.
 JG0665
 JG0665.The dynamic height is computed by dividing the NAVD 88
 JG0665.geopotential number by the normal gravity value computed on the
 JG0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0665.degrees latitude (g = 980.6199 gals.).
 JG0665
 JG0665.The modeled gravity was interpolated from observed gravity values.
 JG0665
 JG0665;                    North         East    Units  Estimated Accuracy
 JG0665;SPC KS S     -   548,040.      377,120.      MT  (+/- 180 meters Scaled)
 JG0665
 JG0665                          SUPERSEDED SURVEY CONTROL
 JG0665
 JG0665  NGVD 29 (??/??/92)  580.604  (m)         1904.87   (f) ADJ UNCH    2 0
 JG0665
 JG0665.Superseded values are not recommended for survey control.
 JG0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0665.See file dsdata.txt to determine how the superseded data were derived.
 JG0665
 JG0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH210058(NAD 83)
 JG0665_MARKER: DB = BENCH MARK DISK
 JG0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0665_SP_SET: STEP
 JG0665_STAMPING: A-41 1934
 JG0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0665
 JG0665  HISTORY     - Date     Condition        Report By
 JG0665  HISTORY     - 1934     MONUMENTED       CGS
 JG0665  HISTORY     - 1934     GOOD             NGS
 JG0665
 JG0665                          STATION DESCRIPTION
 JG0665
 JG0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0665'AT ST JOHN.
 JG0665'IN THE TOWN OF ST. JOHN, KANSAS.  IN THE STAFFORD COUNTY COURT
 JG0665'HOUSE, AT THE NORTH ENTRANCE, IN FIRST STEP, 3 FEET WEST OF
 JG0665'CENTER LINE OF DOORWAY.  1 FOOT NORTH OF WALL OF THE BUILDING.
 JG0665'STANDARD DISK SET IN CONCRETE STEP.  STAMPED A-41 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0001 ***********************************************************************
 HF0001  DESIGNATION -  A 42
 HF0001  PID         -  HF0001
 HF0001  STATE/COUNTY-  KS/GREENWOOD
 HF0001  USGS QUAD   -  PIEDMONT NW (1964)
 HF0001
 HF0001                         *CURRENT SURVEY CONTROL
 HF0001  ___________________________________________________________________
 HF0001* NAD 83(1986)-  37 38 08.     (N)    096 29 57.     (W)     SCALED    
 HF0001* NAVD 88     -       440.452  (meters)    1445.05   (feet)  ADJUSTED  
 HF0001  ___________________________________________________________________
 HF0001  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 HF0001  DYNAMIC HT  -         440.091 (meters)    1443.87  (feet)  COMP
 HF0001  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 HF0001
 HF0001  VERT ORDER  -  SECOND    CLASS 0
 HF0001
 HF0001.The horizontal coordinates were scaled from a topographic map and have
 HF0001.an estimated accuracy of +/- 6 seconds.
 HF0001
 HF0001.The orthometric height was determined by differential leveling
 HF0001.and adjusted by the National Geodetic Survey in June 1991..
 HF0001
 HF0001.The geoid height was determined by GEOID03.
 HF0001
 HF0001.The dynamic height is computed by dividing the NAVD 88
 HF0001.geopotential number by the normal gravity value computed on the
 HF0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0001.degrees latitude (g = 980.6199 gals.).
 HF0001
 HF0001.The modeled gravity was interpolated from observed gravity values.
 HF0001
 HF0001;                    North         East    Units  Estimated Accuracy
 HF0001;SPC KS S     -   509,430.      576,580.      MT  (+/- 180 meters Scaled)
 HF0001
 HF0001                          SUPERSEDED SURVEY CONTROL
 HF0001
 HF0001  NGVD 29 (??/??/92)  440.266  (m)         1444.44   (f) ADJ UNCH    2 0
 HF0001
 HF0001.Superseded values are not recommended for survey control.
 HF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0001.See file dsdata.txt to determine how the superseded data were derived.
 HF0001
 HF0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG206683(NAD 83)
 HF0001_MARKER: DB = BENCH MARK DISK
 HF0001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0001_SP_SET: BRIDGE
 HF0001_STAMPING: A 42 1934
 HF0001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0001
 HF0001  HISTORY     - Date     Condition        Report By
 HF0001  HISTORY     - 1934     MONUMENTED       CGS
 HF0001  HISTORY     - 19910130 GOOD             USPSQD
 HF0001
 HF0001                          STATION DESCRIPTION
 HF0001
 HF0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0001'2.8 MI E FROM BEAUMONT.
 HF0001'IN GREENWOOD COUNTY, 2.8 MILES EAST ALONG THE ST. LOUIS-SAN
 HF0001'FRANCISCO RAILWAY FROM BEAUMONT, BUTLER COUNTY, AT MILEAGE
 HF0001'455.51, AT THE WEST END OF BRIDGE 455.5, IN THE TOP OF THE SOUTH
 HF0001'HEADWALL, AND 10.0 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 HF0001'STANDARD DISK, STAMPED A 42 1934.
 HF0001
 HF0001                          STATION RECOVERY (1991)
 HF0001
 HF0001'RECOVERY NOTE BY US POWER SQUADRON 1991 (JB)
 HF0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0375 ***********************************************************************
 HF0375  DESIGNATION -  A 43
 HF0375  PID         -  HF0375
 HF0375  STATE/COUNTY-  KS/BUTLER
 HF0375  USGS QUAD   -  BEAUMONT (1964)
 HF0375
 HF0375                         *CURRENT SURVEY CONTROL
 HF0375  ___________________________________________________________________
 HF0375* NAD 83(1986)-  37 38 04.     (N)    096 33 42.     (W)     SCALED    
 HF0375* NAVD 88     -       460.187  (meters)    1509.80   (feet)  ADJUSTED  
 HF0375  ___________________________________________________________________
 HF0375  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HF0375  DYNAMIC HT  -         459.810 (meters)    1508.56  (feet)  COMP
 HF0375  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 HF0375
 HF0375  VERT ORDER  -  SECOND    CLASS 0
 HF0375
 HF0375.The horizontal coordinates were scaled from a topographic map and have
 HF0375.an estimated accuracy of +/- 6 seconds.
 HF0375
 HF0375.The orthometric height was determined by differential leveling
 HF0375.and adjusted by the National Geodetic Survey in June 1991..
 HF0375
 HF0375.The geoid height was determined by GEOID03.
 HF0375
 HF0375.The dynamic height is computed by dividing the NAVD 88
 HF0375.geopotential number by the normal gravity value computed on the
 HF0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0375.degrees latitude (g = 980.6199 gals.).
 HF0375
 HF0375.The modeled gravity was interpolated from observed gravity values.
 HF0375
 HF0375;                    North         East    Units  Estimated Accuracy
 HF0375;SPC KS S     -   509,190.      571,070.      MT  (+/- 180 meters Scaled)
 HF0375
 HF0375                          SUPERSEDED SURVEY CONTROL
 HF0375
 HF0375  NGVD 29 (??/??/92)  460.000  (m)         1509.18   (f) ADJ UNCH    2 0
 HF0375
 HF0375.Superseded values are not recommended for survey control.
 HF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0375.See file dsdata.txt to determine how the superseded data were derived.
 HF0375
 HF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG151680(NAD 83)
 HF0375_MARKER: DB = BENCH MARK DISK
 HF0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0375_STAMPING: A 43 1934
 HF0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0375+STABILITY: SURFACE MOTION
 HF0375
 HF0375  HISTORY     - Date     Condition        Report By
 HF0375  HISTORY     - 1934     MONUMENTED       CGS
 HF0375
 HF0375                          STATION DESCRIPTION
 HF0375
 HF0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0375'2.2 MI SW FROM BEAUMONT.
 HF0375'2.2 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HF0375'FROM BEAUMONT, BUTLER COUNTY, AT MILEAGE 460.70, AT A ROAD
 HF0375'CROSSING, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 30 FEET
 HF0375'NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HF0375'A 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0959 ***********************************************************************
 JE0959  DESIGNATION -  A 44
 JE0959  PID         -  JE0959
 JE0959  STATE/COUNTY-  KS/DOUGLAS
 JE0959  USGS QUAD   -  LAWRENCE EAST (1978)
 JE0959
 JE0959                         *CURRENT SURVEY CONTROL
 JE0959  ___________________________________________________________________
 JE0959* NAD 83(1986)-  38 56 33.     (N)    095 13 40.     (W)     SCALED    
 JE0959* NAVD 88     -       266.198  (meters)     873.35   (feet)  ADJUSTED  
 JE0959  ___________________________________________________________________
 JE0959  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE0959  DYNAMIC HT  -         266.023 (meters)     872.78  (feet)  COMP
 JE0959  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 JE0959
 JE0959  VERT ORDER  -  FIRST     CLASS II
 JE0959
 JE0959.The horizontal coordinates were scaled from a topographic map and have
 JE0959.an estimated accuracy of +/- 6 seconds.
 JE0959
 JE0959.The orthometric height was determined by differential leveling
 JE0959.and adjusted by the National Geodetic Survey in June 1991..
 JE0959.WARNING-Repeat measurements at this control monument indicate possible
 JE0959.vertical movement.
 JE0959
 JE0959.The geoid height was determined by GEOID03.
 JE0959
 JE0959.The dynamic height is computed by dividing the NAVD 88
 JE0959.geopotential number by the normal gravity value computed on the
 JE0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0959.degrees latitude (g = 980.6199 gals.).
 JE0959
 JE0959.The modeled gravity was interpolated from observed gravity values.
 JE0959
 JE0959;                    North         East    Units  Estimated Accuracy
 JE0959;SPC KS N     -    71,300.      640,300.      MT  (+/- 180 meters Scaled)
 JE0959
 JE0959                          SUPERSEDED SURVEY CONTROL
 JE0959
 JE0959  NGVD 29 (??/??/92)  266.106  (m)          873.05   (f) ADJ UNCH    1 2
 JE0959
 JE0959.Superseded values are not recommended for survey control.
 JE0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0959.See file dsdata.txt to determine how the superseded data were derived.
 JE0959
 JE0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD069127(NAD 83)
 JE0959_MARKER: DB = BENCH MARK DISK
 JE0959_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JE0959+WITH SETTING: PAVEMENT
 JE0959_SP_SET: PIER FOUNDATION
 JE0959_STAMPING: A 44 1934
 JE0959_MARK LOGO: CGS   
 JE0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0959+STABILITY: SURFACE MOTION
 JE0959
 JE0959  HISTORY     - Date     Condition        Report By
 JE0959  HISTORY     - 1934     MONUMENTED       CGS
 JE0959  HISTORY     - 1950     GOOD             NGS
 JE0959  HISTORY     - 1951     GOOD             NGS
 JE0959  HISTORY     - 1986     GOOD             NGS
 JE0959
 JE0959                          STATION DESCRIPTION
 JE0959
 JE0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0959'AT LAWRENCE.
 JE0959'2.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE0959'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, AT THE VIADUCT
 JE0959'CARRYING STATE HIGHWAY 10 OVER THE TRACK, IN THE TOP OF THE
 JE0959'FOUNDATION OF THE THIRD PIER WEST OF THE EAST END OF THE VIADUCT,
 JE0959'AND 10 FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 JE0959'STAMPED A 44 1934.
 JE0959
 JE0959                          STATION RECOVERY (1951)
 JE0959
 JE0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE0959'RECOVERED IN GOOD CONDITION.
 JE0959
 JE0959                          STATION RECOVERY (1986)
 JE0959
 JE0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE0959'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN LAWRENCE, AT
 JE0959'THE INTERSECTION OF STATE HIGHWAY 10 AND THE SANTA FE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0358 ***********************************************************************
 JF0358  DESIGNATION -  A 45
 JF0358  PID         -  JF0358
 JF0358  STATE/COUNTY-  KS/MARION
 JF0358  USGS QUAD   -  FLORENCE (1989)
 JF0358
 JF0358                         *CURRENT SURVEY CONTROL
 JF0358  ___________________________________________________________________
 JF0358* NAD 83(1986)-  38 13 57.     (N)    096 56 19.     (W)     SCALED    
 JF0358* NAVD 88     -       391.002  (meters)    1282.81   (feet)  ADJUSTED  
 JF0358  ___________________________________________________________________
 JF0358  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 JF0358  DYNAMIC HT  -         390.713 (meters)    1281.86  (feet)  COMP
 JF0358  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 JF0358
 JF0358  VERT ORDER  -  SECOND    CLASS 0
 JF0358
 JF0358.The horizontal coordinates were scaled from a topographic map and have
 JF0358.an estimated accuracy of +/- 6 seconds.
 JF0358
 JF0358.The orthometric height was determined by differential leveling
 JF0358.and adjusted by the National Geodetic Survey in June 1991..
 JF0358
 JF0358.The geoid height was determined by GEOID03.
 JF0358
 JF0358.The dynamic height is computed by dividing the NAVD 88
 JF0358.geopotential number by the normal gravity value computed on the
 JF0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0358.degrees latitude (g = 980.6199 gals.).
 JF0358
 JF0358.The modeled gravity was interpolated from observed gravity values.
 JF0358
 JF0358;                    North         East    Units  Estimated Accuracy
 JF0358;SPC KS S     -   574,930.      536,690.      MT  (+/- 180 meters Scaled)
 JF0358
 JF0358                          SUPERSEDED SURVEY CONTROL
 JF0358
 JF0358  NGVD 29 (??/??/92)  390.86   (m)         1282.3    (f) COMPUTED    2 0
 JF0358
 JF0358.Superseded values are not recommended for survey control.
 JF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0358.See file dsdata.txt to determine how the superseded data were derived.
 JF0358
 JF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH804336(NAD 83)
 JF0358_MARKER: DB = BENCH MARK DISK
 JF0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0358+STABILITY: SURFACE MOTION
 JF0358
 JF0358  HISTORY     - Date     Condition        Report By
 JF0358  HISTORY     - UNK      MONUMENTED       CGS
 JF0358  HISTORY     - 1934     GOOD             NGS
 JF0358  HISTORY     - 1937     MARK NOT FOUND   LOCENG
 JF0358
 JF0358                          STATION DESCRIPTION
 JF0358
 JF0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0358'0.8 MI S FROM FLORENCE.
 JF0358'0.8 MILES SOUTH BY RAIL.  LOCATED ON THE R. OF W. OF THE SANTA
 JF0358'FE R.R. CO. 52 YDS WEST OF SIGNAL NO. 157 - 2.  56.5 FT. SOUTH
 JF0358'OF THE SOUTH RAIL OF THE MAIN TRACK OF THE SANTA FE.  25 FT.
 JF0358'NORTH OF THE NORTH RAIL OF THE TRACK TO AUGUSTA.
 JF0358
 JF0358                          STATION RECOVERY (1937)
 JF0358
 JF0358'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 JF0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0712 ***********************************************************************
 JF0712  DESIGNATION -  A 50
 JF0712  PID         -  JF0712
 JF0712  STATE/COUNTY-  KS/MARION
 JF0712  USGS QUAD   -  MARION (1985)
 JF0712
 JF0712                         *CURRENT SURVEY CONTROL
 JF0712  ___________________________________________________________________
 JF0712* NAD 83(1986)-  38 21 19.     (N)    097 05 42.     (W)     SCALED    
 JF0712* NAVD 88     -       410.317  (meters)    1346.18   (feet)  ADJUSTED  
 JF0712  ___________________________________________________________________
 JF0712  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 JF0712  DYNAMIC HT  -         410.014 (meters)    1345.19  (feet)  COMP
 JF0712  MODELED GRAV-     979,878.7   (mgal)                       NAVD 88
 JF0712
 JF0712  VERT ORDER  -  SECOND    CLASS 0
 JF0712
 JF0712.The horizontal coordinates were scaled from a topographic map and have
 JF0712.an estimated accuracy of +/- 6 seconds.
 JF0712
 JF0712.The orthometric height was determined by differential leveling
 JF0712.and adjusted by the National Geodetic Survey in June 1991..
 JF0712
 JF0712.The geoid height was determined by GEOID03.
 JF0712
 JF0712.The dynamic height is computed by dividing the NAVD 88
 JF0712.geopotential number by the normal gravity value computed on the
 JF0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0712.degrees latitude (g = 980.6199 gals.).
 JF0712
 JF0712.The modeled gravity was interpolated from observed gravity values.
 JF0712
 JF0712;                    North         East    Units  Estimated Accuracy
 JF0712;SPC KS S     -   588,340.      522,800.      MT  (+/- 180 meters Scaled)
 JF0712
 JF0712                          SUPERSEDED SURVEY CONTROL
 JF0712
 JF0712  NGVD 29 (??/??/92)  410.156  (m)         1345.65   (f) ADJ UNCH    2 0
 JF0712
 JF0712.Superseded values are not recommended for survey control.
 JF0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0712.See file dsdata.txt to determine how the superseded data were derived.
 JF0712
 JF0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH664469(NAD 83)
 JF0712_MARKER: DB = BENCH MARK DISK
 JF0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0712+STABILITY: SURFACE MOTION
 JF0712
 JF0712  HISTORY     - Date     Condition        Report By
 JF0712  HISTORY     - UNK      MONUMENTED       CGS
 JF0712  HISTORY     - 1934     GOOD             NGS
 JF0712  HISTORY     - 1941     GOOD             NGS
 JF0712
 JF0712                          STATION DESCRIPTION
 JF0712
 JF0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0712'4.9 MI W FROM MARION.
 JF0712'4.9 MILES WEST BY RAIL, LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0712'FE R.R. CO.  IN THE EAST SIDE OF SECTION 33 R 3 E T 19 S  48 FT.
 JF0712'SOUTH OF THE CENTER LINE OF THE TRACK.  27 FT. WEST OF THE
 JF0712'CENTER OF A SECTION LINE ROAD.  2 FT. NORTH OF A RIGHT OF WAY
 JF0712'LINE MARKER.  RECOVERED AS DESCRIBED.
 JF0712
 JF0712                          STATION RECOVERY (1941)
 JF0712
 JF0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JF0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0713 ***********************************************************************
 JF0713  DESIGNATION -  A 50 RESET
 JF0713  PID         -  JF0713
 JF0713  STATE/COUNTY-  KS/MARION
 JF0713  USGS QUAD   -  MARION (1985)
 JF0713
 JF0713                         *CURRENT SURVEY CONTROL
 JF0713  ___________________________________________________________________
 JF0713* NAD 83(1986)-  38 21 18.     (N)    097 05 43.     (W)     SCALED    
 JF0713* NAVD 88     -       410.27   (meters)    1346.0    (feet)  RESET     
 JF0713  ___________________________________________________________________
 JF0713  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 JF0713
 JF0713  VERT ORDER  -  THIRD
 JF0713
 JF0713.The horizontal coordinates were scaled from a topographic map and have
 JF0713.an estimated accuracy of +/- 6 seconds.
 JF0713
 JF0713.The orthometric height was computed from unverified reset data.
 JF0713
 JF0713.The geoid height was determined by GEOID03.
 JF0713
 JF0713;                    North         East    Units  Estimated Accuracy
 JF0713;SPC KS S     -   588,310.      522,770.      MT  (+/- 180 meters Scaled)
 JF0713
 JF0713                          SUPERSEDED SURVEY CONTROL
 JF0713
 JF0713.No superseded survey control is available for this station.
 JF0713
 JF0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH664469(NAD 83)
 JF0713_MARKER: DD = SURVEY DISK
 JF0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0713_STAMPING: A 50 1934
 JF0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0713+STABILITY: SURFACE MOTION
 JF0713
 JF0713  HISTORY     - Date     Condition        Report By
 JF0713  HISTORY     - 1966     MONUMENTED       LOCENG
 JF0713  HISTORY     - 1966     GOOD             NGS
 JF0713
 JF0713                          STATION DESCRIPTION
 JF0713
 JF0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JF0713'4.9 MI W FROM MARION.
 JF0713'ABOUT 4.9 MILES WEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
 JF0713'RAILWAY FROM MARION, IN THE EAST SIDE OF SEC. 33, T. 19 S.,
 JF0713'R. 3 E., 48 FEET WEST OF THE CENTERLINE OF A SECTION LINE ROAD,
 JF0713'48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 2 FEET NORTH OF A
 JF0713'RIGHT-OF-WAY MARKER AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0297 ***********************************************************************
 JF0297  DESIGNATION -  A 51
 JF0297  PID         -  JF0297
 JF0297  STATE/COUNTY-  KS/CHASE
 JF0297  USGS QUAD   -  STRONG CITY (1989)
 JF0297
 JF0297                         *CURRENT SURVEY CONTROL
 JF0297  ___________________________________________________________________
 JF0297* NAD 83(1986)-  38 23 39.     (N)    096 32 20.     (W)     SCALED    
 JF0297* NAVD 88     -       360.420  (meters)    1182.48   (feet)  ADJUSTED  
 JF0297  ___________________________________________________________________
 JF0297  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 JF0297  DYNAMIC HT  -         360.159 (meters)    1181.62  (feet)  COMP
 JF0297  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 JF0297
 JF0297  VERT ORDER  -  SECOND    CLASS 0
 JF0297
 JF0297.The horizontal coordinates were scaled from a topographic map and have
 JF0297.an estimated accuracy of +/- 6 seconds.
 JF0297
 JF0297.The orthometric height was determined by differential leveling
 JF0297.and adjusted by the National Geodetic Survey in June 1991..
 JF0297.WARNING-Repeat measurements at this control monument indicate possible
 JF0297.vertical movement.
 JF0297
 JF0297.The geoid height was determined by GEOID03.
 JF0297
 JF0297.The dynamic height is computed by dividing the NAVD 88
 JF0297.geopotential number by the normal gravity value computed on the
 JF0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0297.degrees latitude (g = 980.6199 gals.).
 JF0297
 JF0297.The modeled gravity was interpolated from observed gravity values.
 JF0297
 JF0297;                    North         East    Units  Estimated Accuracy
 JF0297;SPC KS S     -   593,530.      571,310.      MT  (+/- 180 meters Scaled)
 JF0297
 JF0297                          SUPERSEDED SURVEY CONTROL
 JF0297
 JF0297  NGVD 29 (??/??/92)  360.285  (m)         1182.04   (f) ADJ UNCH    2 0
 JF0297
 JF0297.Superseded values are not recommended for survey control.
 JF0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0297.See file dsdata.txt to determine how the superseded data were derived.
 JF0297
 JF0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH149524(NAD 83)
 JF0297_MARKER: DB = BENCH MARK DISK
 JF0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0297_STAMPING: A 51 1934
 JF0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0297+STABILITY: SURFACE MOTION
 JF0297
 JF0297  HISTORY     - Date     Condition        Report By
 JF0297  HISTORY     - 1934     MONUMENTED       CGS
 JF0297  HISTORY     - 1940     GOOD             NGS
 JF0297  HISTORY     - 1968     GOOD             NGS
 JF0297  HISTORY     - 1981     GOOD             KSGS
 JF0297
 JF0297                          STATION DESCRIPTION
 JF0297
 JF0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0297'IN STRONG CITY.
 JF0297'IN THE NORTHEAST CORNER OF THE RAILROAD PARK.  ABOUT 50 YARDS
 JF0297'EAST OF THE ATCHISON, TOPEKA AND SANTA FE RR DEPOT.  52 FEET
 JF0297'NORTH OF CENTER LINE OF NORTH TRACK.  45 FEET WEST OF THE CENTER
 JF0297'LINE OF MAIN STREET.  STD. DISK BM IN CONCRETE POST PROJECTING
 JF0297'0.3 FOOT.  A METAL WITNESS POST WAS SET 1 FOOT S OF THE MARK.
 JF0297
 JF0297                          STATION RECOVERY (1968)
 JF0297
 JF0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0297'RECOVERED IN GOOD CONDITION.
 JF0297
 JF0297                          STATION RECOVERY (1981)
 JF0297
 JF0297'RECOVERY NOTE BY KANSAS GEODETIC SURVEY 1981
 JF0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0401 ***********************************************************************
 JF0401  DESIGNATION -  A 52
 JF0401  PID         -  JF0401
 JF0401  STATE/COUNTY-  KS/MARION
 JF0401  USGS QUAD   -  RAMONA (1985)
 JF0401
 JF0401                         *CURRENT SURVEY CONTROL
 JF0401  ___________________________________________________________________
 JF0401* NAD 83(1986)-  38 34 53.     (N)    097 00 14.     (W)     SCALED    
 JF0401* NAVD 88     -       433.048  (meters)    1420.76   (feet)  ADJUSTED  
 JF0401  ___________________________________________________________________
 JF0401  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 JF0401  DYNAMIC HT  -         432.734 (meters)    1419.73  (feet)  COMP
 JF0401  MODELED GRAV-     979,889.7   (mgal)                       NAVD 88
 JF0401
 JF0401  VERT ORDER  -  SECOND    CLASS 0
 JF0401
 JF0401.The horizontal coordinates were scaled from a topographic map and have
 JF0401.an estimated accuracy of +/- 6 seconds.
 JF0401
 JF0401.The orthometric height was determined by differential leveling
 JF0401.and adjusted by the National Geodetic Survey in June 1991..
 JF0401
 JF0401.The geoid height was determined by GEOID03.
 JF0401
 JF0401.The dynamic height is computed by dividing the NAVD 88
 JF0401.geopotential number by the normal gravity value computed on the
 JF0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0401.degrees latitude (g = 980.6199 gals.).
 JF0401
 JF0401.The modeled gravity was interpolated from observed gravity values.
 JF0401
 JF0401;                    North         East    Units  Estimated Accuracy
 JF0401;SPC KS S     -   613,560.      530,360.      MT  (+/- 180 meters Scaled)
 JF0401
 JF0401                          SUPERSEDED SURVEY CONTROL
 JF0401
 JF0401  NGVD 29 (??/??/92)  432.890  (m)         1420.24   (f) ADJ UNCH    2 0
 JF0401
 JF0401.Superseded values are not recommended for survey control.
 JF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0401.See file dsdata.txt to determine how the superseded data were derived.
 JF0401
 JF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH738722(NAD 83)
 JF0401_MARKER: DB = BENCH MARK DISK
 JF0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0401+STABILITY: SURFACE MOTION
 JF0401
 JF0401  HISTORY     - Date     Condition        Report By
 JF0401  HISTORY     - UNK      MONUMENTED       CGS
 JF0401  HISTORY     - 1934     GOOD             NGS
 JF0401  HISTORY     - 1968     GOOD             NGS
 JF0401
 JF0401                          STATION DESCRIPTION
 JF0401
 JF0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0401'2.4 MI W FROM LOST SPRINGS.
 JF0401'2.4 MILES BY RAIL (WEST) ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0401'R.R. CO. 47.5 FT. NORTH OF CENTER-LINE OF TRACK, 22.2 FT. EAST
 JF0401'OF CENTER-LINE OF SECTION LINE ROAD.  NOTE-- MARK IS 1 FOOT
 JF0401'EAST OF A METAL WITNESS POST AND 2 FEET SOUTH OF A RAIL PAINTED
 JF0401'WHITE WHICH IS USED AS A RIGHT-OF-WAY MARKER.
 JF0401
 JF0401                          STATION RECOVERY (1968)
 JF0401
 JF0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1095 ***********************************************************************
 JE1095  DESIGNATION -  A 54 RESET
 JE1095  PID         -  JE1095
 JE1095  STATE/COUNTY-  KS/ANDERSON
 JE1095  USGS QUAD   -  KINCAID (1983)
 JE1095
 JE1095                         *CURRENT SURVEY CONTROL
 JE1095  ___________________________________________________________________
 JE1095* NAD 83(1986)-  38 04 54.     (N)    095 09 00.     (W)     SCALED    
 JE1095* NAVD 88     -       318.506  (meters)    1044.97   (feet)  ADJUSTED  
 JE1095  ___________________________________________________________________
 JE1095  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JE1095  DYNAMIC HT  -         318.273 (meters)    1044.20  (feet)  COMP
 JE1095  MODELED GRAV-     979,889.1   (mgal)                       NAVD 88
 JE1095
 JE1095  VERT ORDER  -  SECOND    CLASS 0
 JE1095
 JE1095.The horizontal coordinates were scaled from a topographic map and have
 JE1095.an estimated accuracy of +/- 6 seconds.
 JE1095
 JE1095.The orthometric height was determined by differential leveling
 JE1095.and adjusted by the National Geodetic Survey in June 1991..
 JE1095
 JE1095.The geoid height was determined by GEOID03.
 JE1095
 JE1095.The dynamic height is computed by dividing the NAVD 88
 JE1095.geopotential number by the normal gravity value computed on the
 JE1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1095.degrees latitude (g = 980.6199 gals.).
 JE1095
 JE1095.The modeled gravity was interpolated from observed gravity values.
 JE1095
 JE1095;                    North         East    Units  Estimated Accuracy
 JE1095;SPC KS S     -   562,320.      693,830.      MT  (+/- 180 meters Scaled)
 JE1095
 JE1095                          SUPERSEDED SURVEY CONTROL
 JE1095
 JE1095  NGVD 29 (??/??/92)  318.369  (m)         1044.52   (f) ADJ UNCH    2 0
 JE1095
 JE1095.Superseded values are not recommended for survey control.
 JE1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1095.See file dsdata.txt to determine how the superseded data were derived.
 JE1095
 JE1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC114170(NAD 83)
 JE1095_MARKER: DB = BENCH MARK DISK
 JE1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1095_STAMPING: A 54 RESET 1940
 JE1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1095+STABILITY: SURFACE MOTION
 JE1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1095+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 JE1095
 JE1095  HISTORY     - Date     Condition        Report By
 JE1095  HISTORY     - 1940     MONUMENTED       KSHC
 JE1095  HISTORY     - 1946     GOOD             NGS
 JE1095  HISTORY     - 20031022 GOOD             SKW
 JE1095
 JE1095                          STATION DESCRIPTION
 JE1095
 JE1095'DESCRIBED BY KS HIGHWAY COMM 1940
 JE1095'AT KINCAID.
 JE1095'AT KINCAID, ANDERSON COUNTY, ON AN ABANDONED BRANCH OF THE MISSOURI
 JE1095'PACIFIC RAILROAD, AT THE CROSSING OF THE MISSOURI-KANSAS-TEXAS
 JE1095'RAILROAD, 50 FEET NORTH OF THE CENTER LINE OF THE OLD ABANDONED
 JE1095'ROADBED, 44 FEET EAST OF THE CENTER LINE OF THE M.K.T.R.R. TRACK,
 JE1095'85 FEET NORTHEAST OF THE NORTH END OF THE EAST GUARDRAIL FENCE
 JE1095'OF THE M.K.T.R.R. OVERPASS ON STATE HIGHWAY 52, 14 FEET SOUTH
 JE1095'OF THE CENTER LINE OF AN EAST-AND-WEST DIRT ROAD, 9 FEET SOUTHWEST
 JE1095'OF THE SOUTH END OF A STEEL GATE, 6 FEET WEST OF THE RIGHT-OF-WAY
 JE1095'FENCE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 JE1095'4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 54
 JE1095'RESET 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE1095'7 INCHES ABOVE GROUND.
 JE1095
 JE1095                          STATION RECOVERY (1946)
 JE1095
 JE1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 JE1095'RECOVERED IN GOOD CONDITION.
 JE1095
 JE1095                          STATION RECOVERY (2003)
 JE1095
 JE1095'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC)
 JE1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0414 ***********************************************************************
 HE0414  DESIGNATION -  A 55
 HE0414  PID         -  HE0414
 HE0414  STATE/COUNTY-  KS/LABETTE
 HE0414  USGS QUAD   -  PARSONS WEST (1973)
 HE0414
 HE0414                         *CURRENT SURVEY CONTROL
 HE0414  ___________________________________________________________________
 HE0414* NAD 83(1986)-  37 22 15.     (N)    095 15 22.     (W)     SCALED    
 HE0414* NAVD 88     -       271.481  (meters)     890.68   (feet)  ADJUSTED  
 HE0414  ___________________________________________________________________
 HE0414  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HE0414  DYNAMIC HT  -         271.267 (meters)     889.98  (feet)  COMP
 HE0414  MODELED GRAV-     979,836.0   (mgal)                       NAVD 88
 HE0414
 HE0414  VERT ORDER  -  SECOND    CLASS 0
 HE0414
 HE0414.The horizontal coordinates were scaled from a topographic map and have
 HE0414.an estimated accuracy of +/- 6 seconds.
 HE0414
 HE0414.The orthometric height was determined by differential leveling
 HE0414.and adjusted by the National Geodetic Survey in June 1991..
 HE0414
 HE0414.The geoid height was determined by GEOID03.
 HE0414
 HE0414.The dynamic height is computed by dividing the NAVD 88
 HE0414.geopotential number by the normal gravity value computed on the
 HE0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0414.degrees latitude (g = 980.6199 gals.).
 HE0414
 HE0414.The modeled gravity was interpolated from observed gravity values.
 HE0414
 HE0414;                    North         East    Units  Estimated Accuracy
 HE0414;SPC KS S     -   483,150.      687,270.      MT  (+/- 180 meters Scaled)
 HE0414
 HE0414                          SUPERSEDED SURVEY CONTROL
 HE0414
 HE0414  NGVD 29 (??/??/92)  271.349  (m)          890.25   (f) ADJ UNCH    2 0
 HE0414
 HE0414.Superseded values are not recommended for survey control.
 HE0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0414.See file dsdata.txt to determine how the superseded data were derived.
 HE0414
 HE0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB002383(NAD 83)
 HE0414_MARKER: DB = BENCH MARK DISK
 HE0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0414_STAMPING: A 55 1934
 HE0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0414+STABILITY: SURFACE MOTION
 HE0414
 HE0414  HISTORY     - Date     Condition        Report By
 HE0414  HISTORY     - 1934     MONUMENTED       CGS
 HE0414  HISTORY     - 1964     GOOD             NGS
 HE0414  HISTORY     - 1980     GOOD             NGS
 HE0414  HISTORY     - 1980     GOOD             NGS
 HE0414
 HE0414                          STATION DESCRIPTION
 HE0414
 HE0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HE0414'1.2 MI N FROM PARSONS.
 HE0414'1.2 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0414'PARSONS, LABETTE COUNTY, AT MILEAGE 134.83, AT THE CROSSING
 HE0414'OF U.S. HIGHWAY 59, 69 FEET NORTHWEST OF THE CROSSING, 49 FEET
 HE0414'NORTHWEST OF THE CENTER LINE OF THE TRACK, AND 31 FEET WEST OF
 HE0414'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 55
 HE0414'1934 AND SET IN THE TOP OF A CONCRETE POST.  BENCH MARK IS
 HE0414'31.0 FEET WEST FROM CENTER LINE OF ROAD, 76.0 NORTHWEST OF
 HE0414'POWER POLE 1200, 16.0 FEET NORTHWEST OF NORTH EDGE OF CULVERT
 HE0414'AND 72.0 FEET SOUTH OF PRIVATE DRIVEWAY.  IT IS ON 21ST STREET
 HE0414'NORTH AT AN OLD RAIL ROAD CROSSING.  THE TRACK HAS BEEN REMOVED.
 HE0414
 HE0414                          STATION RECOVERY (1980)
 HE0414
 HE0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0414'0.75 MILE NORTH ALONG NORTH 21ST STREET FROM ITS JUNCTION WITH
 HE0414'BOULEVARD AVENUE, 76.0 FEET NORTHWEST OF POWERLINE POLE 1200, 72.0
 HE0414'FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE, 31.0 FEET WEST OF
 HE0414'THE CENTERLINE OF NORTH 21ST STREET 16.0 FEET NORTHWEST
 HE0414
 HE0414                          STATION RECOVERY (1980)
 HE0414
 HE0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0414'0.75 MILE NORTH ALONG NORTH 21ST STREET FROM ITS JUNCTION WITH
 HE0414'BOULEVARD AVENUE, 76.0 FEET NORTHWEST OF POWERLINE POLE 1200, 72.0
 HE0414'FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVE, 31.0 FEET WEST OF
 HE0414'THE CENTERLINE OF NORTH 21ST STREET 16.0 FEET NORTHWEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0366 ***********************************************************************
 HE0366  DESIGNATION -  A 56
 HE0366  PID         -  HE0366
 HE0366  STATE/COUNTY-  KS/ALLEN
 HE0366  USGS QUAD   -  MORAN (1966)
 HE0366
 HE0366                         *CURRENT SURVEY CONTROL
 HE0366  ___________________________________________________________________
 HE0366* NAD 83(1986)-  37 59 37.     (N)    095 09 51.     (W)     SCALED    
 HE0366* NAVD 88     -       310.925  (meters)    1020.09   (feet)  ADJUSTED  
 HE0366  ___________________________________________________________________
 HE0366  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 HE0366  DYNAMIC HT  -         310.687 (meters)    1019.31  (feet)  COMP
 HE0366  MODELED GRAV-     979,857.2   (mgal)                       NAVD 88
 HE0366
 HE0366  VERT ORDER  -  SECOND    CLASS 0
 HE0366
 HE0366.The horizontal coordinates were scaled from a topographic map and have
 HE0366.an estimated accuracy of +/- 6 seconds.
 HE0366
 HE0366.The orthometric height was determined by differential leveling
 HE0366.and adjusted by the National Geodetic Survey in June 1991..
 HE0366
 HE0366.The geoid height was determined by GEOID03.
 HE0366
 HE0366.The dynamic height is computed by dividing the NAVD 88
 HE0366.geopotential number by the normal gravity value computed on the
 HE0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0366.degrees latitude (g = 980.6199 gals.).
 HE0366
 HE0366.The modeled gravity was interpolated from observed gravity values.
 HE0366
 HE0366;                    North         East    Units  Estimated Accuracy
 HE0366;SPC KS S     -   552,510.      692,940.      MT  (+/- 180 meters Scaled)
 HE0366
 HE0366                          SUPERSEDED SURVEY CONTROL
 HE0366
 HE0366  NGVD 29 (??/??/92)  310.794  (m)         1019.66   (f) ADJ UNCH    2 0
 HE0366
 HE0366.Superseded values are not recommended for survey control.
 HE0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0366.See file dsdata.txt to determine how the superseded data were derived.
 HE0366
 HE0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC099073(NAD 83)
 HE0366_MARKER: DB = BENCH MARK DISK
 HE0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0366_STAMPING: A 56 1934
 HE0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0366+STABILITY: SURFACE MOTION
 HE0366
 HE0366  HISTORY     - Date     Condition        Report By
 HE0366  HISTORY     - 1934     MONUMENTED       CGS
 HE0366
 HE0366                          STATION DESCRIPTION
 HE0366
 HE0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0366'2 MI S FROM MILDRED.
 HE0366'2.0 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM MILDRED,
 HE0366'ALLEN COUNTY, 100 YARDS SOUTHWEST OF THE STATION AT BAYARD, AT
 HE0366'MILEAGE 89.03, AT A ROAD CROSSING, 98 FEET WEST OF THE CENTER
 HE0366'LINE OF THE TRACK, AND 29 FEET NORTH OF THE CENTER LINE OF
 HE0366'THE ROAD.  A STANDARD DISK, STAMPED A 56 1934 AND SET IN THE
 HE0366'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0344 ***********************************************************************
 KH0344  DESIGNATION -  A 6
 KH0344  PID         -  KH0344
 KH0344  STATE/COUNTY-  KS/LOGAN
 KH0344  USGS QUAD   -  WINONA (1972)
 KH0344
 KH0344                         *CURRENT SURVEY CONTROL
 KH0344  ___________________________________________________________________
 KH0344* NAD 83(1986)-  39 05 20.     (N)    101 08 58.     (W)     SCALED    
 KH0344* NAVD 88     -       987.250  (meters)    3239.00   (feet)  ADJUSTED  
 KH0344  ___________________________________________________________________
 KH0344  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0344  DYNAMIC HT  -         986.444 (meters)    3236.36  (feet)  COMP
 KH0344  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 KH0344
 KH0344  VERT ORDER  -  FIRST     CLASS II
 KH0344
 KH0344.The horizontal coordinates were scaled from a topographic map and have
 KH0344.an estimated accuracy of +/- 6 seconds.
 KH0344
 KH0344.The orthometric height was determined by differential leveling
 KH0344.and adjusted by the National Geodetic Survey in June 1991..
 KH0344.WARNING-Repeat measurements at this control monument indicate possible
 KH0344.vertical movement.
 KH0344
 KH0344.The geoid height was determined by GEOID03.
 KH0344
 KH0344.The dynamic height is computed by dividing the NAVD 88
 KH0344.geopotential number by the normal gravity value computed on the
 KH0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0344.degrees latitude (g = 980.6199 gals.).
 KH0344
 KH0344.The modeled gravity was interpolated from observed gravity values.
 KH0344
 KH0344;                    North         East    Units  Estimated Accuracy
 KH0344;SPC KS N     -    88,610.      127,580.      MT  (+/- 180 meters Scaled)
 KH0344
 KH0344                          SUPERSEDED SURVEY CONTROL
 KH0344
 KH0344  NGVD 29 (??/??/92)  986.876  (m)         3237.78   (f) ADJ UNCH    1 2
 KH0344
 KH0344.Superseded values are not recommended for survey control.
 KH0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0344.See file dsdata.txt to determine how the superseded data were derived.
 KH0344
 KH0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ141288(NAD 83)
 KH0344_MARKER: DB = BENCH MARK DISK
 KH0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0344_STAMPING: A 6 1935
 KH0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0344+STABILITY: SURFACE MOTION
 KH0344
 KH0344  HISTORY     - Date     Condition        Report By
 KH0344  HISTORY     - 1935     MONUMENTED       CGS
 KH0344  HISTORY     - 1952     GOOD             NGS
 KH0344
 KH0344                          STATION DESCRIPTION
 KH0344
 KH0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0344'AT PAGE CITY.
 KH0344'AT PAGE CITY, 211 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KH0344'UNION PACIFIC RAILROAD STATION, AT A ROAD CROSSING, 83.2 FEET
 KH0344'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 50 FEET SOUTHWEST OF
 KH0344'THE CENTER LINE OF A GRAVELED ROAD, 12.6 FEET WEST OF A TELEPHONE
 KH0344'POLE, IN LINE WITH A ROW OF POLES, 1.5 FEET EAST OF A WITNESS
 KH0344'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 KH0344'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1632 ***********************************************************************
 JE1632  DESIGNATION -  A 6 15 20 E RESET
 JE1632  PID         -  JE1632
 JE1632  STATE/COUNTY-  KS/DOUGLAS
 JE1632  USGS QUAD   -  BALDWIN CITY (1978)
 JE1632
 JE1632                         *CURRENT SURVEY CONTROL
 JE1632  ___________________________________________________________________
 JE1632* NAD 83(1997)-  38 46 55.66246(N)    095 14 29.03003(W)     ADJUSTED  
 JE1632* NAVD 88     -       333.19   (+/-2cm)    1093.1    (feet)  VERTCON   
 JE1632  ___________________________________________________________________
 JE1632  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 JE1632  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE1632
 JE1632  HORZ ORDER  -  THIRD
 JE1632  VERT ORDER  -  THIRD ? (See Below)
 JE1632
 JE1632.The horizontal coordinates were established by classical geodetic methods
 JE1632.and adjusted by the National Geodetic Survey in October 1998..
 JE1632
 JE1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1632.The vertical order pertains to the NGVD 29 superseded value.
 JE1632
 JE1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1632
 JE1632.The geoid height was determined by GEOID03.
 JE1632
 JE1632;                    North         East     Units Scale Factor Converg.
 JE1632;SPC KS N     -    53,471.690   639,659.515   MT  0.99999008   +1 44 43.5
 JE1632;SPC KS S     -   639,745.119   683,101.120   MT  1.00004973   +2 00 09.0
 JE1632;UTM  15      - 4,294,985.542   305,308.865   MT  1.00006678   -1 24 15.7
 JE1632
 JE1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1632!SPC KS N     -   0.99995270  x   0.99999008  =   0.99994278
 JE1632!SPC KS S     -   0.99995270  x   1.00004973  =   1.00000243
 JE1632!UTM  15      -   0.99995270  x   1.00006678  =   1.00001947
 JE1632
 JE1632|---------------------------------------------------------------------|
 JE1632| PID    Reference Object                     Distance      Geod. Az  |
 JE1632|                                                           dddmmss.s |
 JE1632| AI1681 A 6 15 20 E RM 1                     11.759 METERS 07210     |
 JE1632| JE1630 BALDWIN CITY MUN TANK               APPROX. 4.8 KM 1003935.8 |
 JE1632| AI1682 A 6 15 20 E RM 2                      8.370 METERS 29343     |
 JE1632| AI1680 A 6 15 20 E AZ MK                                  3562435.8 |
 JE1632|---------------------------------------------------------------------|
 JE1632
 JE1632                          SUPERSEDED SURVEY CONTROL
 JE1632
 JE1632  NAD 83(1986)-  38 46 55.67031(N)    095 14 29.03254(W) AD(       ) 3
 JE1632  NAD 27      -  38 46 55.64723(N)    095 14 28.12988(W) AD(       ) 3
 JE1632  NGVD 29 (07/19/86)  333.08   (m)         1092.8    (f) LEVELING    3  
 JE1632
 JE1632.Superseded values are not recommended for survey control.
 JE1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1632.See file dsdata.txt to determine how the superseded data were derived.
 JE1632
 JE1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0530994986(NAD 83)
 JE1632_MARKER: DS = TRIANGULATION STATION DISK
 JE1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1632_STAMPING: A 6 15 20 E KSGS 1948 1986
 JE1632_MARK LOGO: NGS   
 JE1632_PROJECTION: FLUSH
 JE1632_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1632+STABILITY: SURFACE MOTION
 JE1632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1632+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 JE1632
 JE1632  HISTORY     - Date     Condition        Report By
 JE1632  HISTORY     - 1986     MONUMENTED       NGS
 JE1632  HISTORY     - 20020919 GOOD             KS-045
 JE1632
 JE1632                          STATION DESCRIPTION
 JE1632
 JE1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 JE1632'THE SURFACE STATION MARK WAS FOUND LYING ON TOP OF THE GROUND.  THE
 JE1632'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS
 JE1632'FOUND TILTED OUT OF POSITION AND REFERENCE MARK 2 WAS FOUND WITH THE
 JE1632'TOP OF THE MONUMENT SHATTERED.  THE AZIMUTH MARK WAS FOUND IN GOOD
 JE1632'CONDITION.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AND A NEW SURFACE
 JE1632'STATION MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK.  DUE TO THE
 JE1632'ABOVE CHANGES, A NEW AND COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS
 JE1632'LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF BALDWIN CITY, IN THE SOUTHEAST
 JE1632'ANGLE OF THE INTERSECTION OF U.S HIGHWAY 56 AND A GRAVELED COUNTY ROAD
 JE1632'AND IN THE NORTHWEST CORNER OF A PASTURE. OWNERSHIP--JOE TAUL, RURAL
 JE1632'ROUTE 2, BALDWIN CITY, KANSAS 66006--.  TO REACH THE STATION FROM THE
 JE1632'BALDWIN CITY CITY HALL, GO NORTH ON EIGHTH STREET FOR 0.80 KM (0.50
 JE1632'MI) TO U.S HIGHWAY 56.  TURN LEFT AND GO WEST ON HIGHWAY 56 FOR 4.83
 JE1632'KM (3.00 MI) TO A GRAVELED CROSSROAD AND THE STATION ON THE LEFT.  THE
 JE1632'STATION IS A STANDARD NGS DISK STAMPED---A 6 15 20 E KSGS 1948
 JE1632'1986---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 JE1632'CM) IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS LOCATED 21.9
 JE1632'METERS (71.9 FT) EAST FROM THE CENTERLINE OF THE GRAVELED ROAD, 14.2
 JE1632'METERS (46.6 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 5.55 METERS
 JE1632'(18.21 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A SQUARE, PIPE, GAS
 JE1632'METER PROTECTOR, 5.33 METERS (17.49 FT) SOUTHEAST FROM A BURIED GAS
 JE1632'LINE VENT PIPE, 9.08 METERS (29.79 FT) WEST-SOUTHWEST FROM A BURIED
 JE1632'TELEPHONE CABLE JUNCTION POST.  REFERENCE MARK NO 4 IS A STANDARD NGS
 JE1632'DISK STAMPED ---A 6 15 20 E KSGS 1948 1986---, SET INTO THE TOP OF A
 JE1632'ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH, WITH
 JE1632'GROUND.  THE STATION IS LOCATED 13.7 METERS (44.9 FT) EAST FROM THE
 JE1632'CENTERLINE OF THE GRAVELED ROAD, 11.0 METERS (36.1 FT) SOUTH FROM THE
 JE1632'CENTERLINE OF THE HIGHWAY, 0.96 METERS (3.15 FT) EAST FROM A POWERLINE
 JE1632'POLE, 0.79 METERS (2.59 FT) SOUTHWEST FROM A WITNESS POST, AND LEVEL
 JE1632'WITH THE STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 JE1632'STAMPED---A 6 15 20 E KSGS 1948 1986---, SET INTO THE TOP OF A ROUND
 JE1632'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.
 JE1632'THE STATION IS LOCATED 25.3 METERS (83.0 FT) SOUTH FROM THE CENTERLINE
 JE1632'OF THE HIGHWAY, 10.7 METERS (35.1 FT) EAST FROM THE CENTERLINE OF THE
 JE1632'ROAD, 7.38 METERS (24.21 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 JE1632'GAS METER PROTECTOR, 0.30 METERS (0.98 FT) EAST FROM A NORTH/SOUTH
 JE1632'FENCE, AND 0.9 METERS (3.0 FT) BELOW THE STATION.  AZIMUTH MARK NO 1
 JE1632'IS A STANDARD CGS DISK STAMPED ---A 6 15 20 E 1948--, SET INTO THE TOP
 JE1632'OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED
 JE1632'2 INCHES (5 CM) BELOW THE GROUND.  THE STATION IS LOCATED 9.4 METERS
 JE1632'(30.8 FT) WEST FROM THE CENTERLINE OF THE ROAD, 0.46 METERS (1.51 FT)
 JE1632'WEST FROM A POWERLINE POLE, 0.30 METERS (0.98 FT) NORTH FROM A WITNESS
 JE1632'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 JE1632'GRAVELED ROAD FOR 0.48 KM (0.30 MI) TO THE CREST OF A HILL AND THE
 JE1632'MARK ON THE LEFT.
 JE1632
 JE1632                          STATION RECOVERY (2002)
 JE1632
 JE1632'RECOVERY NOTE BY DOUGLAS COUNTY KANSAS 2002
 JE1632'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0079 ***********************************************************************
 JH0079  DESIGNATION -  A 7
 JH0079  PID         -  JH0079
 JH0079  STATE/COUNTY-  KS/SCOTT
 JH0079  USGS QUAD   -  SHALLOW WATER (1976)
 JH0079
 JH0079                         *CURRENT SURVEY CONTROL
 JH0079  ___________________________________________________________________
 JH0079* NAD 83(1986)-  38 17 13.     (N)    100 54 41.     (W)     SCALED    
 JH0079* NAVD 88     -       891.390  (meters)    2924.50   (feet)  POSTED    
 JH0079  ___________________________________________________________________
 JH0079  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 JH0079  DYNAMIC HT  -         890.630 (meters)    2922.01  (feet)  COMP
 JH0079  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 JH0079
 JH0079  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JH0079
 JH0079.The horizontal coordinates were scaled from a topographic map and have
 JH0079.an estimated accuracy of +/- 6 seconds.
 JH0079
 JH0079.The orthometric height was determined by differential leveling
 JH0079.and adjusted by the National Geodetic Survey in 1992..
 JH0079.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JH0079.rate of 2.1 thru 3.0 mm/km.
 JH0079
 JH0079.The geoid height was determined by GEOID03.
 JH0079
 JH0079.The dynamic height is computed by dividing the NAVD 88
 JH0079.geopotential number by the normal gravity value computed on the
 JH0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0079.degrees latitude (g = 980.6199 gals.).
 JH0079
 JH0079.The modeled gravity was interpolated from observed gravity values.
 JH0079
 JH0079;                    North         East    Units  Estimated Accuracy
 JH0079;SPC KS S     -   582,560.      189,060.      MT  (+/- 180 meters Scaled)
 JH0079
 JH0079                          SUPERSEDED SURVEY CONTROL
 JH0079
 JH0079  NGVD 29 (??/??/92)  891.093  (m)         2923.53   (f) ADJ UNCH    1 2
 JH0079
 JH0079.Superseded values are not recommended for survey control.
 JH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0079.See file dsdata.txt to determine how the superseded data were derived.
 JH0079
 JH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH328393(NAD 83)
 JH0079_MARKER: DB = BENCH MARK DISK
 JH0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0079_STAMPING: A-7 1933
 JH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0079+STABILITY: SURFACE MOTION
 JH0079
 JH0079  HISTORY     - Date     Condition        Report By
 JH0079  HISTORY     - 1933     MONUMENTED       CGS
 JH0079
 JH0079                          STATION DESCRIPTION
 JH0079
 JH0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0079'1.8 MI N FROM FRIEND.
 JH0079'1.8 MILES NORTH OF AT AND SF DEPOT, AT FRIEND 4 FEET SOUTH OF
 JH0079'THE FOURTH TELEGRAPH POLE NORTH OF MILE POST 134.  51 FEET EAST
 JH0079'OF CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  1 FOOT
 JH0079'WEST OF RIGHT-OF-WAY FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0182 ***********************************************************************
 KH0182  DESIGNATION -  A 77
 KH0182  PID         -  KH0182
 KH0182  STATE/COUNTY-  KS/THOMAS
 KH0182  USGS QUAD   -  OAKLEY NORTH (1979)
 KH0182
 KH0182                         *CURRENT SURVEY CONTROL
 KH0182  ___________________________________________________________________
 KH0182* NAD 83(1986)-  39 09 03.     (N)    100 52 22.     (W)     SCALED    
 KH0182* NAVD 88     -       918.929  (meters)    3014.85   (feet)  ADJUSTED  
 KH0182  ___________________________________________________________________
 KH0182  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 KH0182  DYNAMIC HT  -         918.200 (meters)    3012.46  (feet)  COMP
 KH0182  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 KH0182
 KH0182  VERT ORDER  -  FIRST     CLASS II
 KH0182
 KH0182.The horizontal coordinates were scaled from a topographic map and have
 KH0182.an estimated accuracy of +/- 6 seconds.
 KH0182
 KH0182.The orthometric height was determined by differential leveling
 KH0182.and adjusted by the National Geodetic Survey in June 1991..
 KH0182.WARNING-Repeat measurements at this control monument indicate possible
 KH0182.vertical movement.
 KH0182
 KH0182.The geoid height was determined by GEOID03.
 KH0182
 KH0182.The dynamic height is computed by dividing the NAVD 88
 KH0182.geopotential number by the normal gravity value computed on the
 KH0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0182.degrees latitude (g = 980.6199 gals.).
 KH0182
 KH0182.The modeled gravity was interpolated from observed gravity values.
 KH0182
 KH0182;                    North         East    Units  Estimated Accuracy
 KH0182;SPC KS N     -    94,690.      151,720.      MT  (+/- 180 meters Scaled)
 KH0182
 KH0182                          SUPERSEDED SURVEY CONTROL
 KH0182
 KH0182  NGVD 29 (02/14/92)  918.582  (m)         3013.71   (f) ADJUSTED    1 2
 KH0182
 KH0182.Superseded values are not recommended for survey control.
 KH0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0182.See file dsdata.txt to determine how the superseded data were derived.
 KH0182
 KH0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ381351(NAD 83)
 KH0182_MARKER: DB = BENCH MARK DISK
 KH0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0182_SP_SET: CONCRETE POST
 KH0182_STAMPING: A 77 1934
 KH0182_MARK LOGO: CGS   
 KH0182_PROJECTION: PROJECTING 10 CENTIMETERS
 KH0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0182+STABILITY: SURFACE MOTION
 KH0182
 KH0182  HISTORY     - Date     Condition        Report By
 KH0182  HISTORY     - 1934     MONUMENTED       CGS
 KH0182  HISTORY     - 1953     GOOD             NGS
 KH0182  HISTORY     - 1986     GOOD             NGS
 KH0182
 KH0182                          STATION DESCRIPTION
 KH0182
 KH0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0182'2.2 MI NW FROM OAKLEY.
 KH0182'2.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0182'STATION AT OAKLEY, 4 1/2 POLES NORTHWEST OF TRESTLE 222.67,
 KH0182'0.5 MILE NORTHWEST OF MILEPOST 223, 92 FEET NORTHEAST OF THE
 KH0182'NORTHEAST RAIL, 7 FEET SOUTHWEST OF A FENCE, 1 FOOT NORTHEAST
 KH0182'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KH0182'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 KH0182
 KH0182                          STATION RECOVERY (1986)
 KH0182
 KH0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0182'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.35 KM (2.71
 KH0182'MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US HIGHWAY 40 AT
 KH0182'OAKLEY, THENCE 0.16 KM (0.10 MI) WEST ALONG A GRAVEL ROAD, THENCE 0.20
 KH0182'KM (0.12 MI) NORTH ACROSS COUNTRY ALONG THE EAST SIDE OF THE UNION
 KH0182'PACIFIC RAILROAD, 27.7 METERS (91 FT) EAST OF THE EAST RAIL AND 13.5
 KH0182'METERS (44.5 FT) EAST OF A FENCE.
 KH0182'THE MARK IS 13.6 METERS  E FROM  A WITNESS POST
 KH0182'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0296 ***********************************************************************
 KH0296  DESIGNATION -  A 78
 KH0296  PID         -  KH0296
 KH0296  STATE/COUNTY-  KS/RAWLINS
 KH0296  USGS QUAD   -  ATWOOD (1978)
 KH0296
 KH0296                         *CURRENT SURVEY CONTROL
 KH0296  ___________________________________________________________________
 KH0296* NAD 83(1986)-  39 46 36.     (N)    101 02 39.     (W)     SCALED    
 KH0296* NAVD 88     -       931.218  (meters)    3055.17   (feet)  ADJUSTED  
 KH0296  ___________________________________________________________________
 KH0296  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KH0296  DYNAMIC HT  -         930.534 (meters)    3052.93  (feet)  COMP
 KH0296  MODELED GRAV-     979,859.9   (mgal)                       NAVD 88
 KH0296
 KH0296  VERT ORDER  -  SECOND    CLASS 0
 KH0296
 KH0296.The horizontal coordinates were scaled from a topographic map and have
 KH0296.an estimated accuracy of +/- 6 seconds.
 KH0296
 KH0296.The orthometric height was determined by differential leveling
 KH0296.and adjusted by the National Geodetic Survey in June 1991..
 KH0296
 KH0296.The geoid height was determined by GEOID03.
 KH0296
 KH0296.The dynamic height is computed by dividing the NAVD 88
 KH0296.geopotential number by the normal gravity value computed on the
 KH0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0296.degrees latitude (g = 980.6199 gals.).
 KH0296
 KH0296.The modeled gravity was interpolated from observed gravity values.
 KH0296
 KH0296;                    North         East    Units  Estimated Accuracy
 KH0296;SPC KS N     -   164,620.      139,250.      MT  (+/- 180 meters Scaled)
 KH0296
 KH0296                          SUPERSEDED SURVEY CONTROL
 KH0296
 KH0296  NGVD 29 (??/??/92)  930.879  (m)         3054.06   (f) ADJ UNCH    2 0
 KH0296
 KH0296.Superseded values are not recommended for survey control.
 KH0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0296.See file dsdata.txt to determine how the superseded data were derived.
 KH0296
 KH0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK249049(NAD 83)
 KH0296_MARKER: DB = BENCH MARK DISK
 KH0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0296_STAMPING: A-78 1934
 KH0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0296+STABILITY: SURFACE MOTION
 KH0296
 KH0296  HISTORY     - Date     Condition        Report By
 KH0296  HISTORY     - 1934     MONUMENTED       CGS
 KH0296  HISTORY     - 1942     GOOD             NGS
 KH0296
 KH0296                          STATION DESCRIPTION
 KH0296
 KH0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0296'2.4 MI S FROM ATWOOD.
 KH0296'2.4 MILES S OF AND ALONG STATE HWY 25.  0.1 MILE S OF TURN
 KH0296'IN ROAD, 38 FT E OF CENTER OF HIGHWAY, 2 FT E OF R/W FENCE.
 KH0296'NOTE-- MARK IS 30 FT SOUTH OF A TELEPHONE POLE AND 45 FT NORTH
 KH0296'OF A CURVE SIGN.
 KH0296
 KH0296                          STATION RECOVERY (1942)
 KH0296
 KH0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0176 ***********************************************************************
 HH0176  DESIGNATION -  A 8
 HH0176  PID         -  HH0176
 HH0176  STATE/COUNTY-  KS/HASKELL
 HH0176  USGS QUAD   -  WILD HORSE LAKE (1978)
 HH0176
 HH0176                         *CURRENT SURVEY CONTROL
 HH0176  ___________________________________________________________________
 HH0176* NAD 83(1986)-  37 38 57.     (N)    100 52 15.     (W)     SCALED    
 HH0176* NAVD 88     -       895.024  (meters)    2936.42   (feet)  ADJUSTED  
 HH0176  ___________________________________________________________________
 HH0176  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 HH0176  DYNAMIC HT  -         894.194 (meters)    2933.70  (feet)  COMP
 HH0176  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 HH0176
 HH0176  VERT ORDER  -  FIRST     CLASS II
 HH0176
 HH0176.The horizontal coordinates were scaled from a topographic map and have
 HH0176.an estimated accuracy of +/- 6 seconds.
 HH0176
 HH0176.The orthometric height was determined by differential leveling
 HH0176.and adjusted by the National Geodetic Survey in June 1991..
 HH0176
 HH0176.The geoid height was determined by GEOID03.
 HH0176
 HH0176.The dynamic height is computed by dividing the NAVD 88
 HH0176.geopotential number by the normal gravity value computed on the
 HH0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0176.degrees latitude (g = 980.6199 gals.).
 HH0176
 HH0176.The modeled gravity was interpolated from observed gravity values.
 HH0176
 HH0176;                    North         East    Units  Estimated Accuracy
 HH0176;SPC KS S     -   511,700.      190,810.      MT  (+/- 180 meters Scaled)
 HH0176
 HH0176                          SUPERSEDED SURVEY CONTROL
 HH0176
 HH0176  NGVD 29 (??/??/92)  894.646  (m)         2935.18   (f) ADJ UNCH    1 2
 HH0176
 HH0176.Superseded values are not recommended for survey control.
 HH0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0176.See file dsdata.txt to determine how the superseded data were derived.
 HH0176
 HH0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG349685(NAD 83)
 HH0176_MARKER: DB = BENCH MARK DISK
 HH0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0176_STAMPING: A 8 1933
 HH0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0176+STABILITY: SURFACE MOTION
 HH0176
 HH0176  HISTORY     - Date     Condition        Report By
 HH0176  HISTORY     - 1933     MONUMENTED       CGS
 HH0176  HISTORY     - 1962     MARK NOT FOUND   NGS
 HH0176
 HH0176                          STATION DESCRIPTION
 HH0176
 HH0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0176'21.6 MI S FROM GARDEN CITY.
 HH0176'IN HASKELL COUNTY, ABOUT 21.6 MILES SOUTH ALONG U.S. HIGHWAY 83
 HH0176'FROM THE MUNICIPAL WATER PLANT AT GARDEN CITY, FINNEY COUNTY,
 HH0176'ABOUT 12.0 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY 45,
 HH0176'ABOUT 95 FEET SOUTHEAST OF THE JUNCTION OF AN EAST-AND-WEST
 HH0176'COUNTY ROAD, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HH0176'AND 2 FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 HH0176'A 8 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HH0176
 HH0176                          STATION RECOVERY (1962)
 HH0176
 HH0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HH0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0444 ***********************************************************************
 KH0444  DESIGNATION -  A 80
 KH0444  PID         -  KH0444
 KH0444  STATE/COUNTY-  KS/SHERMAN
 KH0444  USGS QUAD   -  GOODLAND (1974)
 KH0444
 KH0444                         *CURRENT SURVEY CONTROL
 KH0444  ___________________________________________________________________
 KH0444* NAD 83(1986)-  39 19 20.     (N)    101 43 34.     (W)     SCALED    
 KH0444* NAVD 88     -      1129.291  (meters)    3705.02   (feet)  ADJUSTED  
 KH0444  ___________________________________________________________________
 KH0444  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 KH0444  DYNAMIC HT  -        1128.338 (meters)    3701.89  (feet)  COMP
 KH0444  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 KH0444
 KH0444  VERT ORDER  -  SECOND    CLASS 0
 KH0444
 KH0444.The horizontal coordinates were scaled from a topographic map and have
 KH0444.an estimated accuracy of +/- 6 seconds.
 KH0444
 KH0444.The orthometric height was determined by differential leveling
 KH0444.and adjusted by the National Geodetic Survey in June 1991..
 KH0444
 KH0444.The geoid height was determined by GEOID03.
 KH0444
 KH0444.The dynamic height is computed by dividing the NAVD 88
 KH0444.geopotential number by the normal gravity value computed on the
 KH0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0444.degrees latitude (g = 980.6199 gals.).
 KH0444
 KH0444.The modeled gravity was interpolated from observed gravity values.
 KH0444
 KH0444;                    North         East    Units  Estimated Accuracy
 KH0444;SPC KS N     -   116,390.       78,790.      MT  (+/- 180 meters Scaled)
 KH0444
 KH0444                          SUPERSEDED SURVEY CONTROL
 KH0444
 KH0444  NGVD 29 (??/??/92) 1128.832  (m)         3703.51   (f) ADJ UNCH    2 0
 KH0444
 KH0444.Superseded values are not recommended for survey control.
 KH0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0444.See file dsdata.txt to determine how the superseded data were derived.
 KH0444
 KH0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ649560(NAD 83)
 KH0444_MARKER: DB = BENCH MARK DISK
 KH0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0444_STAMPING: A 80 1935
 KH0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0444+STABILITY: SURFACE MOTION
 KH0444
 KH0444  HISTORY     - Date     Condition        Report By
 KH0444  HISTORY     - 1935     MONUMENTED       CGS
 KH0444  HISTORY     - 1940     GOOD             NGS
 KH0444
 KH0444                          STATION DESCRIPTION
 KH0444
 KH0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0444'2 MI SW FROM GOODLAND.
 KH0444'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0444'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0444'PARALLELING RAILROAD TRACKS, GO 0.7 MILE, TURN LEFT (SOUTH)
 KH0444'ACROSS THE TRACKS ONTO SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0444'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 1.0 MILE.  BENCH
 KH0444'MARK IS AT A CROSS-INTERSECTION OF STATE HIGHWAY NO. 27 AND AN
 KH0444'EAST-WEST SECTION LINE ROAD, 52 FEET NORTHEAST OF CENTER OF
 KH0444'INTERSECTION, 45 FEET EAST OF CENTER LINE OF STATE HIGHWAY NO.
 KH0444'27, 27 FEET NORTH OF CENTER LINE OF EAST-WEST SECTION LINE
 KH0444'ROAD, 12 FEET EAST OF FENCE CORNER, 2.8 FEET WEST OF A 4 X 4
 KH0444'INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET, 1.0 FOOT
 KH0444'NORTH OF FENCE.  A STD. DISK B M IN CAST-IN-PLACE CONCRETE POST
 KH0444'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0401 ***********************************************************************
 KH0401  DESIGNATION -  A 82 RESET
 KH0401  PID         -  KH0401
 KH0401  STATE/COUNTY-  KS/SHERMAN
 KH0401  USGS QUAD   -  EDSON (1974)
 KH0401
 KH0401                         *CURRENT SURVEY CONTROL
 KH0401  ___________________________________________________________________
 KH0401* NAD 83(1986)-  39 20 24.     (N)    101 36 54.     (W)     SCALED    
 KH0401* NAVD 88     -      1099.24   (meters)    3606.4    (feet)  RESET     
 KH0401  ___________________________________________________________________
 KH0401  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 KH0401
 KH0401  VERT ORDER  -  THIRD
 KH0401
 KH0401.The horizontal coordinates were scaled from a topographic map and have
 KH0401.an estimated accuracy of +/- 6 seconds.
 KH0401
 KH0401.The orthometric height was computed from unverified reset data.
 KH0401
 KH0401.The geoid height was determined by GEOID03.
 KH0401
 KH0401;                    North         East    Units  Estimated Accuracy
 KH0401;SPC KS N     -   117,970.       88,450.      MT  (+/- 180 meters Scaled)
 KH0401
 KH0401                          SUPERSEDED SURVEY CONTROL
 KH0401
 KH0401.No superseded survey control is available for this station.
 KH0401
 KH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ746577(NAD 83)
 KH0401_MARKER: DB = BENCH MARK DISK
 KH0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0401_STAMPING: A 82 1935 RESET 1955
 KH0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0401+STABILITY: SURFACE MOTION
 KH0401
 KH0401  HISTORY     - Date     Condition        Report By
 KH0401  HISTORY     - 1955     MONUMENTED       CGS
 KH0401
 KH0401                          STATION DESCRIPTION
 KH0401
 KH0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KH0401'3.5 MI W FROM EDSON.
 KH0401'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0401'FROM THE STATION AT EDSON, SHERMAN COUNTY, AT THE MIDDLE OF A SMALL
 KH0401'CUT, 2 FEET EAST OF THE THIRD POLE WEST OF A ROAD CROSSING AND
 KH0401'POLE 418/20, 53 FEET NORTH OF THE NORTH RAIL, AND 5 FEET HIGHER
 KH0401'THAN THE TRACK.  A STANDARD DISK, STAMPED A 82 1935 RESET 1955
 KH0401'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KH0401'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0066 ***********************************************************************
 JH0066  DESIGNATION -  A 83
 JH0066  PID         -  JH0066
 JH0066  STATE/COUNTY-  KS/SCOTT
 JH0066  USGS QUAD   -  SCOTT CITY (1976)
 JH0066
 JH0066                         *CURRENT SURVEY CONTROL
 JH0066  ___________________________________________________________________
 JH0066* NAD 83(1986)-  38 29 13.     (N)    100 55 33.     (W)     SCALED    
 JH0066* NAVD 88     -       902.038  (meters)    2959.44   (feet)  ADJUSTED  
 JH0066  ___________________________________________________________________
 JH0066  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 JH0066  DYNAMIC HT  -         901.274 (meters)    2956.93  (feet)  COMP
 JH0066  MODELED GRAV-     979,751.1   (mgal)                       NAVD 88
 JH0066
 JH0066  VERT ORDER  -  FIRST     CLASS II
 JH0066
 JH0066.The horizontal coordinates were scaled from a topographic map and have
 JH0066.an estimated accuracy of +/- 6 seconds.
 JH0066
 JH0066.The orthometric height was determined by differential leveling
 JH0066.and adjusted by the National Geodetic Survey in June 1991..
 JH0066.WARNING-Repeat measurements at this control monument indicate possible
 JH0066.vertical movement.
 JH0066
 JH0066.The geoid height was determined by GEOID03.
 JH0066
 JH0066.The dynamic height is computed by dividing the NAVD 88
 JH0066.geopotential number by the normal gravity value computed on the
 JH0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0066.degrees latitude (g = 980.6199 gals.).
 JH0066
 JH0066.The modeled gravity was interpolated from observed gravity values.
 JH0066
 JH0066;                    North         East    Units  Estimated Accuracy
 JH0066;SPC KS S     -   604,780.      188,380.      MT  (+/- 180 meters Scaled)
 JH0066
 JH0066                          SUPERSEDED SURVEY CONTROL
 JH0066
 JH0066  NGVD 29 (??/??/92)  901.666  (m)         2958.22   (f) ADJ UNCH    1 2
 JH0066
 JH0066.Superseded values are not recommended for survey control.
 JH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0066.See file dsdata.txt to determine how the superseded data were derived.
 JH0066
 JH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH320616(NAD 83)
 JH0066_MARKER: DB = BENCH MARK DISK
 JH0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0066_SP_SET: CONCRETE POST
 JH0066_STAMPING: A 83 1935
 JH0066_MARK LOGO: CGS   
 JH0066_PROJECTION: RECESSED 10 CENTIMETERS
 JH0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0066+STABILITY: SURFACE MOTION
 JH0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0066+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 JH0066
 JH0066  HISTORY     - Date     Condition        Report By
 JH0066  HISTORY     - 1935     MONUMENTED       CGS
 JH0066  HISTORY     - 1940     GOOD             NGS
 JH0066  HISTORY     - 1986     GOOD             NGS
 JH0066  HISTORY     - 20030919 GOOD             INDIV
 JH0066
 JH0066                          STATION DESCRIPTION
 JH0066
 JH0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0066'1 MI W FROM SCOTT CITY.
 JH0066'1.0 MILE WEST OF THE MISSOURI PACIFIC RAILROAD STATION IN SCOTT
 JH0066'CITY ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD,
 JH0066'AT A GRADE CROSSING, 5.5 FEET NORTH OF THE SECOND POLE EAST OF
 JH0066'MILEPOST NO. 683-30, 80 FEET NORTHWEST OF CENTER OF CROSSING, 65
 JH0066'FEET WEST OF CENTER LINE OF THE ROAD CROSSING THE TRACKS, 45.5
 JH0066'FEET NORTH OF CENTER LINE OF THE TRACK, 4.5 FEET SOUTH OF THE
 JH0066'RIGHT-OF-WAY FENCE, 2.0 FEET EAST OF A 4 X 4 INCH WOODEN POST
 JH0066'PAINTED WHITE PROJECTING 20 FEET.  MONUMENT PROJECTS 0.4 FOOT.
 JH0066
 JH0066                          STATION RECOVERY (1986)
 JH0066
 JH0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0066'RECOVERED IN GOOD CONDITION.  THE 1935 DSECRIPTION IS ADEQUATE EXCEPT
 JH0066'RIGHT OF WAY FENCE HAS BEEN REMOVED.  ADD--1.8 METER (6 FT) NORTH OF A
 JH0066'TELEPHONE POLE.
 JH0066'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JH0066'THE MARK IS 2.1 M BELOW THE TRACKS.
 JH0066
 JH0066                          STATION RECOVERY (2003)
 JH0066
 JH0066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLE)
 JH0066'DESCRIPTION NOTES.
 JH0066'FROM THE 1940 DESCRIPTION, THE 4 X 4 INCH WOODEN POST IS GONE.  THE
 JH0066'RAILROAD IS NOW THE KANSAS - OKLAHOMA RAILWAY.  THE RAILWAY STATION
 JH0066'HAS BEEN RAZED.  ROAD CROSSING IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0025 ***********************************************************************
 HJ0025  DESIGNATION -  A 84
 HJ0025  PID         -  HJ0025
 HJ0025  STATE/COUNTY-  KS/STANTON
 HJ0025  USGS QUAD   -  SAUNDERS (1979)
 HJ0025
 HJ0025                         *CURRENT SURVEY CONTROL
 HJ0025  ___________________________________________________________________
 HJ0025* NAD 83(1986)-  37 28 43.     (N)    102 00 49.     (W)     SCALED    
 HJ0025* NAVD 88     -      1109.389  (meters)    3639.72   (feet)  ADJUSTED  
 HJ0025  ___________________________________________________________________
 HJ0025  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 HJ0025  DYNAMIC HT  -        1108.303 (meters)    3636.16  (feet)  COMP
 HJ0025  MODELED GRAV-     979,613.0   (mgal)                       NAVD 88
 HJ0025
 HJ0025  VERT ORDER  -  SECOND    CLASS 0
 HJ0025
 HJ0025.The horizontal coordinates were scaled from a topographic map and have
 HJ0025.an estimated accuracy of +/- 6 seconds.
 HJ0025
 HJ0025.The orthometric height was determined by differential leveling
 HJ0025.and adjusted by the National Geodetic Survey in June 1991..
 HJ0025
 HJ0025.The geoid height was determined by GEOID03.
 HJ0025
 HJ0025.The dynamic height is computed by dividing the NAVD 88
 HJ0025.geopotential number by the normal gravity value computed on the
 HJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0025.degrees latitude (g = 980.6199 gals.).
 HJ0025
 HJ0025.The modeled gravity was interpolated from observed gravity values.
 HJ0025
 HJ0025;                    North         East    Units  Estimated Accuracy
 HJ0025;SPC KS S     -   495,970.       89,300.      MT  (+/- 180 meters Scaled)
 HJ0025
 HJ0025                          SUPERSEDED SURVEY CONTROL
 HJ0025
 HJ0025  NGVD 29 (??/??/92) 1108.962  (m)         3638.32   (f) ADJ UNCH    2 0
 HJ0025
 HJ0025.Superseded values are not recommended for survey control.
 HJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0025.See file dsdata.txt to determine how the superseded data were derived.
 HJ0025
 HJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB640521(NAD 83)
 HJ0025_MARKER: DB = BENCH MARK DISK
 HJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0025_STAMPING: A 84 1935
 HJ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0025+STABILITY: SURFACE MOTION
 HJ0025
 HJ0025  HISTORY     - Date     Condition        Report By
 HJ0025  HISTORY     - 1935     MONUMENTED       CGS
 HJ0025  HISTORY     - 1947     GOOD             NGS
 HJ0025
 HJ0025                          STATION DESCRIPTION
 HJ0025
 HJ0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HJ0025'1.6 MI E FROM SAUNDERS.
 HJ0025'1.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HJ0025'THE STATION AT SAUNDERS, STANTON COUNTY, 5 POLES EAST OF MILEPOST
 HJ0025'61, 49 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 12 FEET SOUTH
 HJ0025'OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A FENCE.  A STANDARD
 HJ0025'DISK, STAMPED A 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0270 ***********************************************************************
 HH0270  DESIGNATION -  A 85
 HH0270  PID         -  HH0270
 HH0270  STATE/COUNTY-  KS/GRANT
 HH0270  USGS QUAD   -  HICKOK (1959)
 HH0270
 HH0270                         *CURRENT SURVEY CONTROL
 HH0270  ___________________________________________________________________
 HH0270* NAD 83(1986)-  37 31 57.     (N)    101 10 34.     (W)     SCALED    
 HH0270* NAVD 88     -       930.956  (meters)    3054.31   (feet)  ADJUSTED  
 HH0270  ___________________________________________________________________
 HH0270  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 HH0270  DYNAMIC HT  -         930.083 (meters)    3051.45  (feet)  COMP
 HH0270  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 HH0270
 HH0270  VERT ORDER  -  SECOND    CLASS 0
 HH0270
 HH0270.The horizontal coordinates were scaled from a topographic map and have
 HH0270.an estimated accuracy of +/- 6 seconds.
 HH0270
 HH0270.The orthometric height was determined by differential leveling
 HH0270.and adjusted by the National Geodetic Survey in June 1991..
 HH0270
 HH0270.The geoid height was determined by GEOID03.
 HH0270
 HH0270.The dynamic height is computed by dividing the NAVD 88
 HH0270.geopotential number by the normal gravity value computed on the
 HH0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0270.degrees latitude (g = 980.6199 gals.).
 HH0270
 HH0270.The modeled gravity was interpolated from observed gravity values.
 HH0270
 HH0270;                    North         East    Units  Estimated Accuracy
 HH0270;SPC KS S     -   499,490.      163,510.      MT  (+/- 180 meters Scaled)
 HH0270
 HH0270                          SUPERSEDED SURVEY CONTROL
 HH0270
 HH0270  NGVD 29 (??/??/92)  930.573  (m)         3053.05   (f) ADJ UNCH    2 0
 HH0270
 HH0270.Superseded values are not recommended for survey control.
 HH0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0270.See file dsdata.txt to determine how the superseded data were derived.
 HH0270
 HH0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG077561(NAD 83)
 HH0270_MARKER: DB = BENCH MARK DISK
 HH0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0270_STAMPING: A 85 1935
 HH0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0270+STABILITY: SURFACE MOTION
 HH0270
 HH0270  HISTORY     - Date     Condition        Report By
 HH0270  HISTORY     - 1935     MONUMENTED       CGS
 HH0270  HISTORY     - 1963     GOOD             CGS
 HH0270
 HH0270                          STATION DESCRIPTION
 HH0270
 HH0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HH0270'3.9 MI SE FROM HICKOK.
 HH0270'3.9 MILES SOUTHEAST ALONG THE AT AND SF RY. FROM THE C. H. CLARK
 HH0270'GRAIN ELEVATOR AT HICKOK, GRANT COUNTY, 4 FEET SOUTHWEST OF
 HH0270'MILEPOST 12, 50 YARDS SOUTHEAST OF A ROAD CROSSING, 40 FEET
 HH0270'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 54 FEET NORTHEAST
 HH0270'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED A 85 1935 AND
 HH0270'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0327 ***********************************************************************
 HH0327  DESIGNATION -  A 86
 HH0327  PID         -  HH0327
 HH0327  STATE/COUNTY-  KS/STEVENS
 HH0327  USGS QUAD   -  WOODS NW (1974)
 HH0327
 HH0327                         *CURRENT SURVEY CONTROL
 HH0327  ___________________________________________________________________
 HH0327* NAD 83(1986)-  37 10 13.     (N)    101 09 29.     (W)     SCALED    
 HH0327* NAVD 88     -       913.789  (meters)    2997.99   (feet)  ADJUSTED  
 HH0327  ___________________________________________________________________
 HH0327  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 HH0327  DYNAMIC HT  -         912.889 (meters)    2995.04  (feet)  COMP
 HH0327  MODELED GRAV-     979,615.2   (mgal)                       NAVD 88
 HH0327
 HH0327  VERT ORDER  -  SECOND    CLASS 0
 HH0327
 HH0327.The horizontal coordinates were scaled from a topographic map and have
 HH0327.an estimated accuracy of +/- 6 seconds.
 HH0327
 HH0327.The orthometric height was determined by differential leveling
 HH0327.and adjusted by the National Geodetic Survey in June 1991..
 HH0327
 HH0327.The geoid height was determined by GEOID03.
 HH0327
 HH0327.The dynamic height is computed by dividing the NAVD 88
 HH0327.geopotential number by the normal gravity value computed on the
 HH0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0327.degrees latitude (g = 980.6199 gals.).
 HH0327
 HH0327.The modeled gravity was interpolated from observed gravity values.
 HH0327
 HH0327;                    North         East    Units  Estimated Accuracy
 HH0327;SPC KS S     -   459,260.      163,960.      MT  (+/- 180 meters Scaled)
 HH0327
 HH0327                          SUPERSEDED SURVEY CONTROL
 HH0327
 HH0327  NGVD 29 (??/??/92)  913.394  (m)         2996.69   (f) ADJ UNCH    2 0
 HH0327
 HH0327.Superseded values are not recommended for survey control.
 HH0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0327.See file dsdata.txt to determine how the superseded data were derived.
 HH0327
 HH0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG084159(NAD 83)
 HH0327_MARKER: DB = BENCH MARK DISK
 HH0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0327_STAMPING: A 86 1935
 HH0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0327+STABILITY: SURFACE MOTION
 HH0327
 HH0327  HISTORY     - Date     Condition        Report By
 HH0327  HISTORY     - 1935     MONUMENTED       CGS
 HH0327  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0327
 HH0327                          STATION DESCRIPTION
 HH0327
 HH0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0327'11 MI E FROM HUGOTON.
 HH0327'11.0 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE COUNTY COURTHOUSE
 HH0327'AT HUGOTON, STEVENS COUNTY, 3.0 MILES WEST OF WOODS, AT A ROAD
 HH0327'INTERSECTION, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 HH0327'30 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 5 FEET SOUTH OF
 HH0327'A POLE.  A STANDARD DISK, STAMPED A 86 1935 AND SET IN THE TOP
 HH0327'OF A CONCRETE POST.
 HH0327
 HH0327                          STATION RECOVERY (1973)
 HH0327
 HH0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0388 ***********************************************************************
 HH0388  DESIGNATION -  A 87
 HH0388  PID         -  HH0388
 HH0388  STATE/COUNTY-  KS/MORTON
 HH0388  USGS QUAD   -  ROLLA NE (1973)
 HH0388
 HH0388                         *CURRENT SURVEY CONTROL
 HH0388  ___________________________________________________________________
 HH0388* NAD 83(1986)-  37 10 13.     (N)    101 34 30.     (W)     SCALED    
 HH0388* NAVD 88     -       989.634  (meters)    3246.82   (feet)  ADJUSTED  
 HH0388  ___________________________________________________________________
 HH0388  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 HH0388  DYNAMIC HT  -         988.640 (meters)    3243.56  (feet)  COMP
 HH0388  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 HH0388
 HH0388  VERT ORDER  -  SECOND    CLASS 0
 HH0388
 HH0388.The horizontal coordinates were scaled from a topographic map and have
 HH0388.an estimated accuracy of +/- 6 seconds.
 HH0388
 HH0388.The orthometric height was determined by differential leveling
 HH0388.and adjusted by the National Geodetic Survey in June 1991..
 HH0388
 HH0388.The geoid height was determined by GEOID03.
 HH0388
 HH0388.The dynamic height is computed by dividing the NAVD 88
 HH0388.geopotential number by the normal gravity value computed on the
 HH0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0388.degrees latitude (g = 980.6199 gals.).
 HH0388
 HH0388.The modeled gravity was interpolated from observed gravity values.
 HH0388
 HH0388;                    North         East    Units  Estimated Accuracy
 HH0388;SPC KS S     -   460,400.      126,950.      MT  (+/- 180 meters Scaled)
 HH0388
 HH0388                          SUPERSEDED SURVEY CONTROL
 HH0388
 HH0388  NGVD 29 (??/??/92)  989.199  (m)         3245.40   (f) ADJ UNCH    2 0
 HH0388
 HH0388.Superseded values are not recommended for survey control.
 HH0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0388.See file dsdata.txt to determine how the superseded data were derived.
 HH0388
 HH0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG713168(NAD 83)
 HH0388_MARKER: DB = BENCH MARK DISK
 HH0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0388_STAMPING: A 87 1935
 HH0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0388+STABILITY: SURFACE MOTION
 HH0388
 HH0388  HISTORY     - Date     Condition        Report By
 HH0388  HISTORY     - 1935     MONUMENTED       CGS
 HH0388  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0388
 HH0388                          STATION DESCRIPTION
 HH0388
 HH0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0388'12.9 MI W FROM HUGOTON.
 HH0388'IN MORTON COUNTY, 12.9 MILES WEST ALONG A COUNTY ROAD (THE 1935
 HH0388'ROUTE OF STATE HIGHWAY 51) FROM THE COURTHOUSE AT HUGOTON,
 HH0388'STEVENS COUNTY, 100 YARDS NORTHWEST OF A HOUSE, 100 YARDS WEST
 HH0388'OF A ROAD INTERSECTION, 39 FEET SOUTH OF THE CENTER LINE OF THE
 HH0388'COUNTY ROAD, AND IN THE FENCE LINE.  A STANDARD DISK, STAMPED
 HH0388'A 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HH0388
 HH0388                          STATION RECOVERY (1973)
 HH0388
 HH0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0125 ***********************************************************************
 KH0125  DESIGNATION -  A 9
 KH0125  PID         -  KH0125
 KH0125  STATE/COUNTY-  KS/LOGAN
 KH0125  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0125
 KH0125                         *CURRENT SURVEY CONTROL
 KH0125  ___________________________________________________________________
 KH0125* NAD 83(1986)-  39 03 44.     (N)    100 51 03.     (W)     SCALED    
 KH0125* NAVD 88     -       925.723  (meters)    3037.14   (feet)  ADJUSTED  
 KH0125  ___________________________________________________________________
 KH0125  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 KH0125  DYNAMIC HT  -         924.988 (meters)    3034.73  (feet)  COMP
 KH0125  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 KH0125
 KH0125  VERT ORDER  -  FIRST     CLASS II
 KH0125
 KH0125.The horizontal coordinates were scaled from a topographic map and have
 KH0125.an estimated accuracy of +/- 6 seconds.
 KH0125
 KH0125.The orthometric height was determined by differential leveling
 KH0125.and adjusted by the National Geodetic Survey in June 1991..
 KH0125
 KH0125.The geoid height was determined by GEOID03.
 KH0125
 KH0125.The dynamic height is computed by dividing the NAVD 88
 KH0125.geopotential number by the normal gravity value computed on the
 KH0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0125.degrees latitude (g = 980.6199 gals.).
 KH0125
 KH0125.The modeled gravity was interpolated from observed gravity values.
 KH0125
 KH0125;                    North         East    Units  Estimated Accuracy
 KH0125;SPC KS N     -    84,800.      153,310.      MT  (+/- 180 meters Scaled)
 KH0125
 KH0125                          SUPERSEDED SURVEY CONTROL
 KH0125
 KH0125  NGVD 29 (02/14/92)  925.385  (m)         3036.03   (f) ADJUSTED    1 2
 KH0125
 KH0125.Superseded values are not recommended for survey control.
 KH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0125.See file dsdata.txt to determine how the superseded data were derived.
 KH0125
 KH0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ398253(NAD 83)
 KH0125_MARKER: DB = BENCH MARK DISK
 KH0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0125_SP_SET: CONCRETE POST
 KH0125_STAMPING: A 9 1933
 KH0125_MARK LOGO: CGS   
 KH0125_PROJECTION: PROJECTING 12 CENTIMETERS
 KH0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0125+STABILITY: SURFACE MOTION
 KH0125
 KH0125  HISTORY     - Date     Condition        Report By
 KH0125  HISTORY     - 1933     MONUMENTED       CGS
 KH0125  HISTORY     - 1950     GOOD             NGS
 KH0125  HISTORY     - 1986     GOOD             NGS
 KH0125
 KH0125                          STATION DESCRIPTION
 KH0125
 KH0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KH0125'4.6 MI S FROM OAKLEY.
 KH0125'4.57 MILES SOUTH OF U.P. RR. STATION AT OAKLEY 45 FEET WEST OF
 KH0125'CENTERLINE OF HIGHWAY U.S. 83, 35 FEET SOUTH WEST OF ORA GOBLES
 KH0125'MAIL BOX, 24 FEET NORTH OF CENTERLINE OF SECTION LINE ROAD, ON
 KH0125'WEST RIGHT OF WAY LINE.
 KH0125
 KH0125                          STATION RECOVERY (1950)
 KH0125
 KH0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KH0125'RECOVERED IN GOOD CONDITION.
 KH0125
 KH0125                          STATION RECOVERY (1986)
 KH0125
 KH0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0125'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.34 KM (3.96
 KH0125'MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US HIGHWAY 40 AT
 KH0125'OAKLEY, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD, 0.56
 KH0125'KM (0.35 MI) NORTH OF MILEPOST 147, 15.1 METERS (49.5 FT) WEST OF THE
 KH0125'HIGHWAY CENTERLINE, 8.4 METERS (27.5 FT) NORTH OF THE CENTER OF THE
 KH0125'ROAD AND 6.4 METERS (21 FT) NORTHWEST OF THE NORTH END OF A CONCRETE
 KH0125'CULVERT.
 KH0125'THE MARK IS 2.3 METERS  SE FROM  A WITNESS POST
 KH0125'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0521 ***********************************************************************
 HH0521  DESIGNATION -  A 90 RESET
 HH0521  PID         -  HH0521
 HH0521  STATE/COUNTY-  KS/HAMILTON
 HH0521  USGS QUAD   -  SYRACUSE WEST SE (1966)
 HH0521
 HH0521                         *CURRENT SURVEY CONTROL
 HH0521  ___________________________________________________________________
 HH0521* NAD 83(1986)-  37 48 35.     (N)    101 45 40.     (W)     SCALED    
 HH0521* NAVD 88     -      1055.87   (meters)    3464.1    (feet)  RESET     
 HH0521  ___________________________________________________________________
 HH0521  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 HH0521
 HH0521  VERT ORDER  -  THIRD
 HH0521
 HH0521.The horizontal coordinates were scaled from a topographic map and have
 HH0521.an estimated accuracy of +/- 6 seconds.
 HH0521
 HH0521.The orthometric height was computed from unverified reset data.
 HH0521
 HH0521.The geoid height was determined by GEOID03.
 HH0521
 HH0521;                    North         East    Units  Estimated Accuracy
 HH0521;SPC KS S     -   531,880.      112,910.      MT  (+/- 180 meters Scaled)
 HH0521
 HH0521                          SUPERSEDED SURVEY CONTROL
 HH0521
 HH0521.No superseded survey control is available for this station.
 HH0521
 HH0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG569882(NAD 83)
 HH0521_MARKER: DB = BENCH MARK DISK
 HH0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0521_STAMPING: A 90 RESET 1965
 HH0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0521+STABILITY: SURFACE MOTION
 HH0521
 HH0521  HISTORY     - Date     Condition        Report By
 HH0521  HISTORY     - 1965     MONUMENTED       CGS
 HH0521
 HH0521                          STATION DESCRIPTION
 HH0521
 HH0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HH0521'11.8 MI S FROM SYRACUSE.
 HH0521'11.8 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE ATCHISON,
 HH0521'TOPEKA AND SANTA FE RAILWAY STATION AT SYRACUSE, HAMILTON COUNTY,
 HH0521'69 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 270, 2 FEET
 HH0521'WEST OF A METAL WITNESS POST, AND 1.5 FEET NORTH OF A CONCRETE
 HH0521'RIGHT-OF-WAY POST.  A STANDARD DISK STAMPED A 90 RESET 1965,
 HH0521'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 HH0521'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0215 ***********************************************************************
 HH0215  DESIGNATION -  A 91
 HH0215  PID         -  HH0215
 HH0215  STATE/COUNTY-  KS/KEARNY
 HH0215  USGS QUAD   -  LAKIN (1978)
 HH0215
 HH0215                         *CURRENT SURVEY CONTROL
 HH0215  ___________________________________________________________________
 HH0215* NAD 83(1986)-  37 53 11.     (N)    101 16 03.     (W)     SCALED    
 HH0215* NAVD 88     -       919.844  (meters)    3017.85   (feet)  ADJUSTED  
 HH0215  ___________________________________________________________________
 HH0215  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HH0215  DYNAMIC HT  -         918.997 (meters)    3015.08  (feet)  COMP
 HH0215  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 HH0215
 HH0215  VERT ORDER  -  SECOND    CLASS 0
 HH0215
 HH0215.The horizontal coordinates were scaled from a topographic map and have
 HH0215.an estimated accuracy of +/- 6 seconds.
 HH0215
 HH0215.The orthometric height was determined by differential leveling
 HH0215.and adjusted by the National Geodetic Survey in June 1991..
 HH0215
 HH0215.The geoid height was determined by GEOID03.
 HH0215
 HH0215.The dynamic height is computed by dividing the NAVD 88
 HH0215.geopotential number by the normal gravity value computed on the
 HH0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0215.degrees latitude (g = 980.6199 gals.).
 HH0215
 HH0215.The modeled gravity was interpolated from observed gravity values.
 HH0215
 HH0215;                    North         East    Units  Estimated Accuracy
 HH0215;SPC KS S     -   538,980.      156,600.      MT  (+/- 180 meters Scaled)
 HH0215
 HH0215                          SUPERSEDED SURVEY CONTROL
 HH0215
 HH0215  NGVD 29 (??/??/92)  919.430  (m)         3016.50   (f) ADJ UNCH    2 0
 HH0215
 HH0215.Superseded values are not recommended for survey control.
 HH0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0215.See file dsdata.txt to determine how the superseded data were derived.
 HH0215
 HH0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG006956(NAD 83)
 HH0215_MARKER: DB = BENCH MARK DISK
 HH0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0215_STAMPING: A 91 1935
 HH0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0215+STABILITY: SURFACE MOTION
 HH0215
 HH0215  HISTORY     - Date     Condition        Report By
 HH0215  HISTORY     - 1935     MONUMENTED       CGS
 HH0215
 HH0215                          STATION DESCRIPTION
 HH0215
 HH0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0215'1.6 MI S FROM LAKIN.
 HH0215'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE ATCHISON,
 HH0215'TOPEKA AND SANTA FE RAILWAY STATION AT LAKIN, KEARNY COUNTY,
 HH0215'THENCE ABOUT 0.6 MILE WEST AND 2.0 MILES SOUTH ALONG A GRAVEL
 HH0215'ROAD (THE ABANDONED RIGHT-OF-WAY OF STATE HIGHWAY 25), AT THE
 HH0215'OUTSIDE OF A CURVE TO THE WEST, IN THE TRIANGLE FORMED BY THE
 HH0215'JUNCTION OF A NORTH-AND-SOUTH ROAD AND A CONNECTING ROAD, 77
 HH0215'FEET NORTH OF THE CROSSING OF THE TWO ROADS, 11 FEET WEST
 HH0215'OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, 16 FEET
 HH0215'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT A CONCRETE
 HH0215'CULVERT, IN THE TOP OF THE CONCRETE GUARD POST, AND ABOUT
 HH0215'4.0 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HH0215'A 91 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0249 ***********************************************************************
 HH0249  DESIGNATION -  A 92
 HH0249  PID         -  HH0249
 HH0249  STATE/COUNTY-  KS/GRANT
 HH0249  USGS QUAD   -  ULYSSES (1978)
 HH0249
 HH0249                         *CURRENT SURVEY CONTROL
 HH0249  ___________________________________________________________________
 HH0249* NAD 83(1986)-  37 31 58.     (N)    101 21 48.     (W)     SCALED    
 HH0249* NAVD 88     -       921.729  (meters)    3024.04   (feet)  ADJUSTED  
 HH0249  ___________________________________________________________________
 HH0249  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 HH0249  DYNAMIC HT  -         920.861 (meters)    3021.19  (feet)  COMP
 HH0249  MODELED GRAV-     979,658.0   (mgal)                       NAVD 88
 HH0249
 HH0249  VERT ORDER  -  SECOND    CLASS 0
 HH0249
 HH0249.The horizontal coordinates were scaled from a topographic map and have
 HH0249.an estimated accuracy of +/- 6 seconds.
 HH0249
 HH0249.The orthometric height was determined by differential leveling
 HH0249.and adjusted by the National Geodetic Survey in June 1991..
 HH0249
 HH0249.The geoid height was determined by GEOID03.
 HH0249
 HH0249.The dynamic height is computed by dividing the NAVD 88
 HH0249.geopotential number by the normal gravity value computed on the
 HH0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0249.degrees latitude (g = 980.6199 gals.).
 HH0249
 HH0249.The modeled gravity was interpolated from observed gravity values.
 HH0249
 HH0249;                    North         East    Units  Estimated Accuracy
 HH0249;SPC KS S     -   500,010.      146,970.      MT  (+/- 180 meters Scaled)
 HH0249
 HH0249                          SUPERSEDED SURVEY CONTROL
 HH0249
 HH0249  NGVD 29 (??/??/92)  921.344  (m)         3022.78   (f) ADJ UNCH    2 0
 HH0249
 HH0249.Superseded values are not recommended for survey control.
 HH0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0249.See file dsdata.txt to determine how the superseded data were derived.
 HH0249
 HH0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG911566(NAD 83)
 HH0249_MARKER: DB = BENCH MARK DISK
 HH0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0249_SP_SET: CULVERT
 HH0249_STAMPING: A 92 1935
 HH0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0249
 HH0249  HISTORY     - Date     Condition        Report By
 HH0249  HISTORY     - 1935     MONUMENTED       CGS
 HH0249
 HH0249                          STATION DESCRIPTION
 HH0249
 HH0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0249'3.2 MI S FROM ULYSSES.
 HH0249'ABOUT 3.2 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE HIGH
 HH0249'SCHOOL AT ULYSSES, GRANT COUNTY, 49 FEET SOUTHWEST OF THE CENTER
 HH0249'OF THE JUNCTION OF A ROAD LEADING WEST, 16 FEET SOUTH OF THE
 HH0249'CENTER LINE OF THE ROAD, 47 FEET WEST OF THE CENTER LINE OF THE
 HH0249'HIGHWAY, AT A CONCRETE CULVERT OVER A DRY WASH, AND IN THE TOP
 HH0249'OF THE SOUTH ABUTMENT.  A STANDARD DISK, STAMPED A 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0783 ***********************************************************************
 GK0783  DESIGNATION -  A 93
 GK0783  PID         -  GK0783
 GK0783  STATE/COUNTY-  KS/MORTON
 GK0783  USGS QUAD   -  ELKHART SOUTH (1973)
 GK0783
 GK0783                         *CURRENT SURVEY CONTROL
 GK0783  ___________________________________________________________________
 GK0783* NAD 83(1986)-  36 59 36.     (N)    101 54 03.     (W)     SCALED    
 GK0783* NAVD 88     -      1102.765  (meters)    3617.99   (feet)  ADJUSTED  
 GK0783  ___________________________________________________________________
 GK0783  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 GK0783  DYNAMIC HT  -        1101.624 (meters)    3614.24  (feet)  COMP
 GK0783  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 GK0783
 GK0783  VERT ORDER  -  SECOND    CLASS 0
 GK0783
 GK0783.The horizontal coordinates were scaled from a topographic map and have
 GK0783.an estimated accuracy of +/- 6 seconds.
 GK0783
 GK0783.The orthometric height was determined by differential leveling
 GK0783.and adjusted by the National Geodetic Survey in June 1991..
 GK0783
 GK0783.The geoid height was determined by GEOID03.
 GK0783
 GK0783.The dynamic height is computed by dividing the NAVD 88
 GK0783.geopotential number by the normal gravity value computed on the
 GK0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0783.degrees latitude (g = 980.6199 gals.).
 GK0783
 GK0783.The modeled gravity was interpolated from observed gravity values.
 GK0783
 GK0783;                    North         East    Units  Estimated Accuracy
 GK0783;SPC KS S     -   441,780.       97,310.      MT  (+/- 180 meters Scaled)
 GK0783
 GK0783                          SUPERSEDED SURVEY CONTROL
 GK0783
 GK0783  NGVD 29 (??/??/92) 1102.287  (m)         3616.42   (f) ADJ UNCH    2 0
 GK0783
 GK0783.Superseded values are not recommended for survey control.
 GK0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0783.See file dsdata.txt to determine how the superseded data were derived.
 GK0783
 GK0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF418980(NAD 83)
 GK0783_MARKER: DB = BENCH MARK DISK
 GK0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0783_SP_SET: CONCRETE POST
 GK0783_STAMPING: A 93 1935
 GK0783_MARK LOGO: CGS   
 GK0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0783+STABILITY: SURFACE MOTION
 GK0783
 GK0783  HISTORY     - Date     Condition        Report By
 GK0783  HISTORY     - 1935     MONUMENTED       CGS
 GK0783  HISTORY     - 1987     GOOD             NOSAMC
 GK0783
 GK0783                          STATION DESCRIPTION
 GK0783
 GK0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GK0783'0.8 MI S FROM ELKHART.
 GK0783'ABOUT 0.8 MILE SOUTH ALONG THE EVA ROAD FROM THE HIGH SCHOOL AT
 GK0783'ELKHART, MORTON COUNTY, AT THE KANSAS-OKLAHOMA STATE LINE MARKER,
 GK0783'IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE, ABOUT 50
 GK0783'FEET NORTH OF THE STATE LINE, AND ABOUT 75 FEET NORTHWEST OF
 GK0783'THE CENTER LINE OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GK0783'TRACK.  A STANDARD DISK, STAMPED A 93 1935.
 GK0783
 GK0783                          STATION RECOVERY (1987)
 GK0783
 GK0783'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 GK0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0280 ***********************************************************************
 KH0280  DESIGNATION -  A 94
 KH0280  PID         -  KH0280
 KH0280  STATE/COUNTY-  KS/RAWLINS
 KH0280  USGS QUAD   -  BEARDSLEY (1978)
 KH0280
 KH0280                         *CURRENT SURVEY CONTROL
 KH0280  ___________________________________________________________________
 KH0280* NAD 83(1986)-  39 48 56.     (N)    101 10 17.     (W)     SCALED    
 KH0280* NAVD 88     -       925.455  (meters)    3036.26   (feet)  ADJUSTED  
 KH0280  ___________________________________________________________________
 KH0280  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KH0280  DYNAMIC HT  -         924.770 (meters)    3034.02  (feet)  COMP
 KH0280  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 KH0280
 KH0280  VERT ORDER  -  SECOND    CLASS 0
 KH0280
 KH0280.The horizontal coordinates were scaled from a topographic map and have
 KH0280.an estimated accuracy of +/- 6 seconds.
 KH0280
 KH0280.The orthometric height was determined by differential leveling
 KH0280.and adjusted by the National Geodetic Survey in June 1991..
 KH0280
 KH0280.The geoid height was determined by GEOID03.
 KH0280
 KH0280.The dynamic height is computed by dividing the NAVD 88
 KH0280.geopotential number by the normal gravity value computed on the
 KH0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0280.degrees latitude (g = 980.6199 gals.).
 KH0280
 KH0280.The modeled gravity was interpolated from observed gravity values.
 KH0280
 KH0280;                    North         East    Units  Estimated Accuracy
 KH0280;SPC KS N     -   169,300.      128,510.      MT  (+/- 180 meters Scaled)
 KH0280
 KH0280                          SUPERSEDED SURVEY CONTROL
 KH0280
 KH0280  NGVD 29 (??/??/92)  925.090  (m)         3035.07   (f) ADJ UNCH    2 0
 KH0280
 KH0280.Superseded values are not recommended for survey control.
 KH0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0280.See file dsdata.txt to determine how the superseded data were derived.
 KH0280
 KH0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK141095(NAD 83)
 KH0280_MARKER: DB = BENCH MARK DISK
 KH0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0280_STAMPING: A 94 1935
 KH0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0280+STABILITY: SURFACE MOTION
 KH0280
 KH0280  HISTORY     - Date     Condition        Report By
 KH0280  HISTORY     - 1935     MONUMENTED       CGS
 KH0280  HISTORY     - 1949     MARK NOT FOUND   USGS
 KH0280
 KH0280                          STATION DESCRIPTION
 KH0280
 KH0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0280'3 MI W FROM BLAKEMAN.
 KH0280'3.0 MI. W. ALONG C.B. AND Q. RY.  ONE POLE E. OF MILEPOLE 98, ABOUT
 KH0280'32 FT. W. OF THE CENTER LINE OF A ROAD CROSSING TRACK, ABOUT 50
 KH0280'FT. N. OF THE CENTER LINE OF THE TRACK, AND ABOUT 20 FT. W. AND
 KH0280'3 FT. S. OF THE W. END OF A GATE.
 KH0280
 KH0280                          STATION RECOVERY (1949)
 KH0280
 KH0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 KH0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0495 ***********************************************************************
 KH0495  DESIGNATION -  A 96
 KH0495  PID         -  KH0495
 KH0495  STATE/COUNTY-  KS/CHEYENNE
 KH0495  USGS QUAD   -  BIRD CITY NORTH (1976)
 KH0495
 KH0495                         *CURRENT SURVEY CONTROL
 KH0495  ___________________________________________________________________
 KH0495* NAD 83(1986)-  39 45 38.     (N)    101 35 55.     (W)     SCALED    
 KH0495* NAVD 88     -      1071.262  (meters)    3514.63   (feet)  ADJUSTED  
 KH0495  ___________________________________________________________________
 KH0495  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 KH0495  DYNAMIC HT  -        1070.421 (meters)    3511.87  (feet)  COMP
 KH0495  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 KH0495
 KH0495  VERT ORDER  -  SECOND    CLASS 0
 KH0495
 KH0495.The horizontal coordinates were scaled from a topographic map and have
 KH0495.an estimated accuracy of +/- 6 seconds.
 KH0495
 KH0495.The orthometric height was determined by differential leveling
 KH0495.and adjusted by the National Geodetic Survey in June 1991..
 KH0495
 KH0495.The geoid height was determined by GEOID03.
 KH0495
 KH0495.The dynamic height is computed by dividing the NAVD 88
 KH0495.geopotential number by the normal gravity value computed on the
 KH0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0495.degrees latitude (g = 980.6199 gals.).
 KH0495
 KH0495.The modeled gravity was interpolated from observed gravity values.
 KH0495
 KH0495;                    North         East    Units  Estimated Accuracy
 KH0495;SPC KS N     -   164,570.       91,710.      MT  (+/- 180 meters Scaled)
 KH0495
 KH0495                          SUPERSEDED SURVEY CONTROL
 KH0495
 KH0495  NGVD 29 (??/??/92) 1070.816  (m)         3513.17   (f) ADJ UNCH    2 0
 KH0495
 KH0495.Superseded values are not recommended for survey control.
 KH0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0495.See file dsdata.txt to determine how the superseded data were derived.
 KH0495
 KH0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK773044(NAD 83)
 KH0495_MARKER: DB = BENCH MARK DISK
 KH0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0495_STAMPING: A 96 1935
 KH0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0495+STABILITY: SURFACE MOTION
 KH0495
 KH0495  HISTORY     - Date     Condition        Report By
 KH0495  HISTORY     - 1935     MONUMENTED       CGS
 KH0495  HISTORY     - 1942     GOOD             NGS
 KH0495
 KH0495                          STATION DESCRIPTION
 KH0495
 KH0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0495'3.6 MI W FROM BIRD CITY.
 KH0495'3.6 MI. W. ALONG C.B. AND Q. RY.  ABOUT 3-3/4 POLES E. OF
 KH0495'MILEPOLE 122, ABOUT 42 FT. E. OF THE CENTER LINE OF A HWY.
 KH0495'CROSSING, ABOUT 38 FT. N. OF THE CENTER LINE OF THE TRACK AND 70
 KH0495'FT. E. OF A HIGH TELEPHONE LINE.  NOTE-- MARK IS 15 FT SOUTH OF
 KH0495'A FENCE CORNER
 KH0495
 KH0495                          STATION RECOVERY (1942)
 KH0495
 KH0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0145 ***********************************************************************
 JH0145  DESIGNATION -  A 97 RESET
 JH0145  PID         -  JH0145
 JH0145  STATE/COUNTY-  KS/LOGAN
 JH0145  USGS QUAD   -  WEST OF RUSSELL SPRINGS (1969)
 JH0145
 JH0145                         *CURRENT SURVEY CONTROL
 JH0145  ___________________________________________________________________
 JH0145* NAD 83(1986)-  38 54 15.     (N)    101 15 40.     (W)     SCALED    
 JH0145* NAVD 88     -       896.61   (meters)    2941.6    (feet)  RESET     
 JH0145  ___________________________________________________________________
 JH0145  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 JH0145
 JH0145  VERT ORDER  -  THIRD
 JH0145
 JH0145.The horizontal coordinates were scaled from a topographic map and have
 JH0145.an estimated accuracy of +/- 6 seconds.
 JH0145
 JH0145.The orthometric height was computed from unverified reset data.
 JH0145
 JH0145.The geoid height was determined by GEOID03.
 JH0145
 JH0145;                    North         East    Units  Estimated Accuracy
 JH0145;SPC KS N     -    68,460.      117,190.      MT  (+/- 180 meters Scaled)
 JH0145
 JH0145                          SUPERSEDED SURVEY CONTROL
 JH0145
 JH0145.No superseded survey control is available for this station.
 JH0145
 JH0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ039085(NAD 83)
 JH0145_MARKER: DB = BENCH MARK DISK
 JH0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JH0145_SP_SET: BRIDGE
 JH0145_STAMPING: A 97 RESET 1958
 JH0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0145
 JH0145  HISTORY     - Date     Condition        Report By
 JH0145  HISTORY     - 1958     MONUMENTED       KSHC
 JH0145  HISTORY     - 1959     GOOD             NGS
 JH0145
 JH0145                          STATION DESCRIPTION
 JH0145
 JH0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JH0145'4.7 MI W FROM RUSSELL SPRINGS.
 JH0145'4.7 MILES WEST ALONG STATE HIGHWAY K 25 FROM THE COURTHOUSE
 JH0145'AT RUSSELL SPRINGS, LOGAN COUNTY, 480 FEET WEST OF NORTH AND
 JH0145'SOUTH SECTION LINE, IN TOP OF EAST END OF NORTH HUBGUARD OF
 JH0145'CONCRETE BOX BRIDGE, 20 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 JH0145'K 25.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0176 ***********************************************************************
 JH0176  DESIGNATION -  A 98
 JH0176  PID         -  JH0176
 JH0176  STATE/COUNTY-  KS/WICHITA
 JH0176  USGS QUAD   -  BEULAH CEMETERY (1968)
 JH0176
 JH0176                         *CURRENT SURVEY CONTROL
 JH0176  ___________________________________________________________________
 JH0176* NAD 83(1986)-  38 38 28.     (N)    101 22 05.     (W)     SCALED    
 JH0176* NAVD 88     -      1016.888  (meters)    3336.24   (feet)  ADJUSTED  
 JH0176  ___________________________________________________________________
 JH0176  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JH0176  DYNAMIC HT  -        1016.013 (meters)    3333.37  (feet)  COMP
 JH0176  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 JH0176
 JH0176  VERT ORDER  -  SECOND    CLASS 0
 JH0176
 JH0176.The horizontal coordinates were scaled from a topographic map and have
 JH0176.an estimated accuracy of +/- 6 seconds.
 JH0176
 JH0176.The orthometric height was determined by differential leveling
 JH0176.and adjusted by the National Geodetic Survey in June 1991..
 JH0176
 JH0176.The geoid height was determined by GEOID03.
 JH0176
 JH0176.The dynamic height is computed by dividing the NAVD 88
 JH0176.geopotential number by the normal gravity value computed on the
 JH0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0176.degrees latitude (g = 980.6199 gals.).
 JH0176
 JH0176.The modeled gravity was interpolated from observed gravity values.
 JH0176
 JH0176;                    North         East    Units  Estimated Accuracy
 JH0176;SPC KS S     -   622,980.      150,340.      MT  (+/- 180 meters Scaled)
 JH0176
 JH0176                          SUPERSEDED SURVEY CONTROL
 JH0176
 JH0176  NGVD 29 (??/??/92) 1016.504  (m)         3334.98   (f) ADJ UNCH    2 0
 JH0176
 JH0176.Superseded values are not recommended for survey control.
 JH0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0176.See file dsdata.txt to determine how the superseded data were derived.
 JH0176
 JH0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH939796(NAD 83)
 JH0176_MARKER: DB = BENCH MARK DISK
 JH0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0176_STAMPING: A 98 1935
 JH0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0176+STABILITY: SURFACE MOTION
 JH0176
 JH0176  HISTORY     - Date     Condition        Report By
 JH0176  HISTORY     - 1935     MONUMENTED       CGS
 JH0176  HISTORY     - 1940     GOOD             NGS
 JH0176
 JH0176                          STATION DESCRIPTION
 JH0176
 JH0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0176'12 MI N FROM LEOTI.
 JH0176'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED NORTHWARD
 JH0176'ALONG STATE HIGHWAY NO. 25, GO 12.0 MILES.  BENCH MARK IS AT
 JH0176'THE SOUTHWEST CORNER OF A CROSS-INTERSECTION OF STATE HIGHWAY
 JH0176'NO. 25 WITH AN EAST-WEST SECTION LINE ROAD (GRADED ON THE EAST
 JH0176'SIDE OF THE HIGHWAY, UNIMPROVED ON THE WEST SIDE OF THE HIGHWAY),
 JH0176'74 FEET SOUTHWEST OF CENTER OF THE INTERSECTION, 70 FEET WEST
 JH0176'OF CENTER LINE OF THE HIGHWAY, 33.5 FEET WEST OF A FENCE CORNER,
 JH0176'27 FEET SOUTH OF CENTER LINE OF THE EAST-WEST ROAD, 2.6 FEET
 JH0176'WEST OF A TELEPHONE POLE, 2.4 FEET EAST OF A 4 X 4 INCH WOODEN
 JH0176'POST PAINTED WHITE PROJECTING 20 FEET, 1.0 FEET NORTH OF THE
 JH0176'FENCE.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0213 ***********************************************************************
 JH0213  DESIGNATION -  A 99
 JH0213  PID         -  JH0213
 JH0213  STATE/COUNTY-  KS/WICHITA
 JH0213  USGS QUAD   -  LYDIA (1970)
 JH0213
 JH0213                         *CURRENT SURVEY CONTROL
 JH0213  ___________________________________________________________________
 JH0213* NAD 83(1986)-  38 18 28.     (N)    101 20 50.     (W)     SCALED    
 JH0213* NAVD 88     -      1002.889  (meters)    3290.31   (feet)  ADJUSTED  
 JH0213  ___________________________________________________________________
 JH0213  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JH0213  DYNAMIC HT  -        1002.012 (meters)    3287.43  (feet)  COMP
 JH0213  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 JH0213
 JH0213  VERT ORDER  -  SECOND    CLASS 0
 JH0213
 JH0213.The horizontal coordinates were scaled from a topographic map and have
 JH0213.an estimated accuracy of +/- 6 seconds.
 JH0213
 JH0213.The orthometric height was determined by differential leveling
 JH0213.and adjusted by the National Geodetic Survey in June 1991..
 JH0213
 JH0213.The geoid height was determined by GEOID03.
 JH0213
 JH0213.The dynamic height is computed by dividing the NAVD 88
 JH0213.geopotential number by the normal gravity value computed on the
 JH0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0213.degrees latitude (g = 980.6199 gals.).
 JH0213
 JH0213.The modeled gravity was interpolated from observed gravity values.
 JH0213
 JH0213;                    North         East    Units  Estimated Accuracy
 JH0213;SPC KS S     -   585,940.      151,020.      MT  (+/- 180 meters Scaled)
 JH0213
 JH0213                          SUPERSEDED SURVEY CONTROL
 JH0213
 JH0213  NGVD 29 (??/??/92) 1002.507  (m)         3289.06   (f) ADJ UNCH    2 0
 JH0213
 JH0213.Superseded values are not recommended for survey control.
 JH0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0213.See file dsdata.txt to determine how the superseded data were derived.
 JH0213
 JH0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH947425(NAD 83)
 JH0213_MARKER: DB = BENCH MARK DISK
 JH0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0213_STAMPING: A 99 1935
 JH0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0213+STABILITY: SURFACE MOTION
 JH0213
 JH0213  HISTORY     - Date     Condition        Report By
 JH0213  HISTORY     - 1935     MONUMENTED       CGS
 JH0213  HISTORY     - 1940     GOOD             NGS
 JH0213
 JH0213                          STATION DESCRIPTION
 JH0213
 JH0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0213'12 MI SSE FROM LEOTI.
 JH0213'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED SOUTH-SOUTHEAST
 JH0213'ALONG STATE HIGHWAY NO. 25, GO 12.0 MILES.  BENCH MARK IS AT
 JH0213'THE SOUTHEAST CORNER OF CROSS-INTERSECTION OF STATE HIGHWAY NO.
 JH0213'25 WITH DIM EAST-WEST ROAD ACROSS FIELDS, 60 FEET SOUTHEAST OF
 JH0213'CENTER OF THE INTERSECTION, 55 FEET EAST OF CENTER LINE OF THE
 JH0213'HIGHWAY, 12 FEET SOUTH OF CENTER LINE OF THE EAST-WEST ROAD,
 JH0213'6.0 FEET WEST OF FENCE, 2.3 FEET NORTH OF A 4 X 4 INCH WOODEN
 JH0213'POST PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 JH0213'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0350 ***********************************************************************
 KF0350  DESIGNATION -  AA 114
 KF0350  PID         -  KF0350
 KF0350  STATE/COUNTY-  KS/MARSHALL
 KF0350  USGS QUAD   -  HOME (1966)
 KF0350
 KF0350                         *CURRENT SURVEY CONTROL
 KF0350  ___________________________________________________________________
 KF0350* NAD 83(1986)-  39 49 28.     (N)    096 36 36.     (W)     SCALED    
 KF0350* NAVD 88     -       361.654  (meters)    1186.53   (feet)  ADJUSTED  
 KF0350  ___________________________________________________________________
 KF0350  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 KF0350  DYNAMIC HT  -         361.443 (meters)    1185.83  (feet)  COMP
 KF0350  MODELED GRAV-     980,034.0   (mgal)                       NAVD 88
 KF0350
 KF0350  VERT ORDER  -  SECOND    CLASS 0
 KF0350
 KF0350.The horizontal coordinates were scaled from a topographic map and have
 KF0350.an estimated accuracy of +/- 6 seconds.
 KF0350
 KF0350.The orthometric height was determined by differential leveling
 KF0350.and adjusted by the National Geodetic Survey in June 1991..
 KF0350
 KF0350.The geoid height was determined by GEOID03.
 KF0350
 KF0350.The dynamic height is computed by dividing the NAVD 88
 KF0350.geopotential number by the normal gravity value computed on the
 KF0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0350.degrees latitude (g = 980.6199 gals.).
 KF0350
 KF0350.The modeled gravity was interpolated from observed gravity values.
 KF0350
 KF0350;                    North         East    Units  Estimated Accuracy
 KF0350;SPC KS N     -   166,450.      519,000.      MT  (+/- 180 meters Scaled)
 KF0350
 KF0350                          SUPERSEDED SURVEY CONTROL
 KF0350
 KF0350  NGVD 29 (??/??/92)  361.539  (m)         1186.15   (f) ADJ UNCH    2 0
 KF0350
 KF0350.Superseded values are not recommended for survey control.
 KF0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0350.See file dsdata.txt to determine how the superseded data were derived.
 KF0350
 KF0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK045110(NAD 83)
 KF0350_MARKER: DB = BENCH MARK DISK
 KF0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0350_STAMPING: AA 114 1934
 KF0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0350+STABILITY: SURFACE MOTION
 KF0350
 KF0350  HISTORY     - Date     Condition        Report By
 KF0350  HISTORY     - 1934     MONUMENTED       CGS
 KF0350  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0350  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 KF0350
 KF0350                          STATION DESCRIPTION
 KF0350
 KF0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0350'1.5 MI W FROM CARDEN.
 KF0350'1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0350'AT CARDEN MARSHALL COUNTY, AT A ROAD CROSSING, 70 FEET WEST
 KF0350'OF THE CENTER LINE OF THE ROAD, AND 40 FEET NORTH OF THE CENTER
 KF0350'LINE OF THE TRACK.  A STANDARD DISK, STAMPED AA 114 1934 AND
 KF0350'SET IN THE TOP OF A CONCRETE POST.
 KF0350
 KF0350                          STATION RECOVERY (1981)
 KF0350
 KF0350'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0061 ***********************************************************************
 JG0061  DESIGNATION -  AA 190
 JG0061  PID         -  JG0061
 JG0061  STATE/COUNTY-  KS/ELLSWORTH
 JG0061  USGS QUAD   -  WILSON (1979)
 JG0061
 JG0061                         *CURRENT SURVEY CONTROL
 JG0061  ___________________________________________________________________
 JG0061* NAD 83(1986)-  38 48 49.     (N)    098 25 47.     (W)     SCALED    
 JG0061* NAVD 88     -       513.068  (meters)    1683.29   (feet)  ADJUSTED  
 JG0061  ___________________________________________________________________
 JG0061  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 JG0061  DYNAMIC HT  -         512.712 (meters)    1682.12  (feet)  COMP
 JG0061  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 JG0061
 JG0061  VERT ORDER  -  FIRST     CLASS II
 JG0061
 JG0061.The horizontal coordinates were scaled from a topographic map and have
 JG0061.an estimated accuracy of +/- 6 seconds.
 JG0061
 JG0061.The orthometric height was determined by differential leveling
 JG0061.and adjusted by the National Geodetic Survey in June 1991..
 JG0061.WARNING-Repeat measurements at this control monument indicate possible
 JG0061.vertical movement.
 JG0061
 JG0061.The geoid height was determined by GEOID03.
 JG0061
 JG0061.The dynamic height is computed by dividing the NAVD 88
 JG0061.geopotential number by the normal gravity value computed on the
 JG0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0061.degrees latitude (g = 980.6199 gals.).
 JG0061
 JG0061.The modeled gravity was interpolated from observed gravity values.
 JG0061
 JG0061;                    North         East    Units  Estimated Accuracy
 JG0061;SPC KS N     -    53,400.      362,680.      MT  (+/- 180 meters Scaled)
 JG0061
 JG0061                          SUPERSEDED SURVEY CONTROL
 JG0061
 JG0061  NGVD 29 (??/??/92)  512.898  (m)         1682.73   (f) ADJ UNCH    1 2
 JG0061
 JG0061.Superseded values are not recommended for survey control.
 JG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0061.See file dsdata.txt to determine how the superseded data were derived.
 JG0061
 JG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH495962(NAD 83)
 JG0061_MARKER: DB = BENCH MARK DISK
 JG0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0061_SP_SET: CULVERT
 JG0061_STAMPING: A A 190 1934
 JG0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0061
 JG0061  HISTORY     - Date     Condition        Report By
 JG0061  HISTORY     - 1934     MONUMENTED       CGS
 JG0061  HISTORY     - 1952     GOOD             NGS
 JG0061  HISTORY     - 1961     GOOD             NGS
 JG0061
 JG0061                          STATION DESCRIPTION
 JG0061
 JG0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JG0061'2.5 MI E FROM WILSON.
 JG0061'2.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JG0061'WILSON, 165 FEET SOUTH OF THE SOUTH RAIL, 204 FEET EAST OF THE
 JG0061'CENTER LINE OF A NORTH AND SOUTH ROAD, 15 FEET NORTH OF THE
 JG0061'CENTER LINE OF U.S. HIGHWAY 40, SET IN THE TOP OF THE WEST END
 JG0061'OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 JG0061
 JG0061                          STATION RECOVERY (1961)
 JG0061
 JG0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JG0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0196 ***********************************************************************
 KE0196  DESIGNATION -  AA 282
 KE0196  PID         -  KE0196
 KE0196  STATE/COUNTY-  KS/WYANDOTTE
 KE0196  USGS QUAD   -  WOLCOTT (1975)
 KE0196
 KE0196                         *CURRENT SURVEY CONTROL
 KE0196  ___________________________________________________________________
 KE0196* NAD 83(1986)-  39 11 12.     (N)    094 47 56.     (W)     SCALED    
 KE0196* NAVD 88     -       231.802  (meters)     760.50   (feet)  ADJUSTED  
 KE0196  ___________________________________________________________________
 KE0196  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KE0196  DYNAMIC HT  -         231.652 (meters)     760.01  (feet)  COMP
 KE0196  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 KE0196
 KE0196  VERT ORDER  -  FIRST     CLASS II
 KE0196
 KE0196.The horizontal coordinates were scaled from a topographic map and have
 KE0196.an estimated accuracy of +/- 6 seconds.
 KE0196
 KE0196.The orthometric height was determined by differential leveling
 KE0196.and adjusted by the National Geodetic Survey in June 1991..
 KE0196
 KE0196.The geoid height was determined by GEOID03.
 KE0196
 KE0196.The dynamic height is computed by dividing the NAVD 88
 KE0196.geopotential number by the normal gravity value computed on the
 KE0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0196.degrees latitude (g = 980.6199 gals.).
 KE0196
 KE0196.The modeled gravity was interpolated from observed gravity values.
 KE0196
 KE0196;                    North         East    Units  Estimated Accuracy
 KE0196;SPC KS N     -    99,620.      676,500.      MT  (+/- 180 meters Scaled)
 KE0196
 KE0196                          SUPERSEDED SURVEY CONTROL
 KE0196
 KE0196  NGVD 29 (??/??/92)  231.716  (m)          760.22   (f) ADJ UNCH    1 2
 KE0196
 KE0196.Superseded values are not recommended for survey control.
 KE0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0196.See file dsdata.txt to determine how the superseded data were derived.
 KE0196
 KE0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD446390(NAD 83)
 KE0196_MARKER: DB = BENCH MARK DISK
 KE0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0196_SP_SET: PIER
 KE0196_STAMPING: AA 282 1948
 KE0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0196
 KE0196  HISTORY     - Date     Condition        Report By
 KE0196  HISTORY     - 1948     MONUMENTED       CGS
 KE0196  HISTORY     - 1951     GOOD             NGS
 KE0196
 KE0196                          STATION DESCRIPTION
 KE0196
 KE0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0196'0.2 MI SE FROM WOLCOTT.
 KE0196'0.2 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0196'STATION AT WOLCOTT, SET IN THE SOUTHWEST END OF THE FIRST CONCRETE
 KE0196'PIER SOUTHEAST OF THE NORTHWEST ABUTMENT OF RAILWAY BRIDGE 77A
 KE0196'OVER CONNOR CREEK, (THE PIER IS SEAT FOR THE CONCRETE BALLAST
 KE0196'DECK PORTION OF THE BRIDGE AND ALSO FOR THE STEEL SPAN),
 KE0196'APPROXIMATELY 50.0 FEET NORTHEAST OF STATE HIGHWAY 5 BRIDGE OVER
 KE0196'THE CREEK, 24.0 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK,
 KE0196'5.5 FEET SOUTHWEST OF SOUTHWEST RAIL OF SIDING, 2.5 FEET NORTHEAST
 KE0196'OF SOUTHWEST CORNER OF THE PIER, 5.0 FEET BELOW THE LEVEL OF THE
 KE0196'RAILS.
 KE0196
 KE0196                          STATION RECOVERY (1951)
 KE0196
 KE0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8079 ***********************************************************************
 AJ8079  PACS        -  This is a Primary Airport Control Station.
 AJ8079  DESIGNATION -  AAO A
 AJ8079  PID         -  AJ8079
 AJ8079  STATE/COUNTY-  KS/SEDGWICK
 AJ8079  USGS QUAD   -  ANDOVER (1982)
 AJ8079
 AJ8079                         *CURRENT SURVEY CONTROL
 AJ8079  ___________________________________________________________________
 AJ8079* NAD 83(1997)-  37 44 55.78766(N)    097 13 11.62687(W)     ADJUSTED  
 AJ8079* NAVD 88     -       429.49   (meters)    1409.1    (feet)  GPS OBS   
 AJ8079  ___________________________________________________________________
 AJ8079  X           -    -634,655.210 (meters)                     COMP
 AJ8079  Y           -  -5,009,821.797 (meters)                     COMP
 AJ8079  Z           -   3,883,683.206 (meters)                     COMP
 AJ8079  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AJ8079  ELLIP HEIGHT-         400.63  (meters)          (07/29/04) GPS OBS
 AJ8079  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AJ8079
 AJ8079  HORZ ORDER  -  B
 AJ8079  ELLP ORDER  -  FOURTH    CLASS II
 AJ8079
 AJ8079.This mark is at Colonel James Jabara Airport (AAO)
 AJ8079
 AJ8079.The horizontal coordinates were established by GPS observations
 AJ8079.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8079
 AJ8079.The orthometric height was determined by GPS observations and a
 AJ8079.high-resolution geoid model.
 AJ8079
 AJ8079.GPS derived orthometric heights for airport stations designated as
 AJ8079.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8079.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8079.not indicate centimeter accuracy relative to other marks which are
 AJ8079.part of the NAVD 88 network.
 AJ8079
 AJ8079.Photographs are available for this station.
 AJ8079
 AJ8079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8079
 AJ8079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8079
 AJ8079.The ellipsoidal height was determined by GPS observations
 AJ8079.and is referenced to NAD 83.
 AJ8079
 AJ8079.The geoid height was determined by GEOID03.
 AJ8079
 AJ8079;                    North         East     Units Scale Factor Converg.
 AJ8079;SPC KS S     -   520,877.787   512,806.761   MT  0.99994024   +0 47 12.0
 AJ8079;UTM  14      - 4,179,439.484   656,826.267   MT  0.99990294   +1 05 24.0
 AJ8079
 AJ8079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8079!SPC KS S     -   0.99993714  x   0.99994024  =   0.99987738
 AJ8079!UTM  14      -   0.99993714  x   0.99990294  =   0.99984008
 AJ8079
 AJ8079:                Primary Azimuth Mark                     Grid Az
 AJ8079:SPC KS S     -  AAO B                                    004 43 27.1
 AJ8079:UTM  14      -  AAO B                                    004 25 15.1
 AJ8079
 AJ8079|---------------------------------------------------------------------|
 AJ8079| PID    Reference Object                     Distance      Geod. Az  |
 AJ8079|                                                           dddmmss.s |
 AJ8079| AJ8080 AAO B                               APPROX. 0.6 KM 0053039.1 |
 AJ8079|---------------------------------------------------------------------|
 AJ8079
 AJ8079                          SUPERSEDED SURVEY CONTROL
 AJ8079
 AJ8079  ELLIP H (03/07/02)  400.65   (m)                       GP(       ) 4 2
 AJ8079
 AJ8079.Superseded values are not recommended for survey control.
 AJ8079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8079.See file dsdata.txt to determine how the superseded data were derived.
 AJ8079
 AJ8079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5682679439(NAD 83)
 AJ8079_MARKER: I = METAL ROD
 AJ8079_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8079_STAMPING: AAO A 2001
 AJ8079_MARK LOGO: NGS   
 AJ8079_PROJECTION: FLUSH
 AJ8079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8079+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 AJ8079_ROD/PIPE-DEPTH: 9.7  meters
 AJ8079_SLEEVE-DEPTH  : 0.9 meters
 AJ8079
 AJ8079  HISTORY     - Date     Condition        Report By
 AJ8079  HISTORY     - 20010423 MONUMENTED       MSAM
 AJ8079  HISTORY     - 20020827 GOOD             NGS
 AJ8079  HISTORY     - 20040506 GOOD             NGS
 AJ8079
 AJ8079                          STATION DESCRIPTION
 AJ8079
 AJ8079'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8079'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AJ8079' 
 AJ8079'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) NORTHEAST OF WICHITA
 AJ8079'CONVENTION CENTER, WICHITA, KANSAS, AT COLONEL JAMES JABARA
 AJ8079'AIRPORT. IT IS LOCATED IN THE WINDSOCK SEGMENTED CIRCLE. THIS IS NOT
 AJ8079'A CONTROLLED AIRPORT. PERMISSION TO USE THIS STATION MUST BE
 AJ8079'OBTAINED FROM THE AIRPORT MANAGER. CONTACT JOHN OSWALD AT
 AJ8079'316-636-9751. OWNERSHIP- COLONEL JAMES JABARA AIRPORT AUTHORITY.
 AJ8079' 
 AJ8079'TO REACH THE STATION FROM THE INTERSECTION OF U.S. INTERSTATE
 AJ8079'HIGHWAY 96 AND WEBB ROAD, GO 2.82 KM (1.75 MI) NORTH ON WEBB ROAD
 AJ8079'TO THE INTERSECTION OF WEBB ROAD AND 43 RD STREET, TURN RIGHT,
 AJ8079'EAST, 43 RD STREET MEANDERS AROUND TO THE SOUTH, TRAVEL 1.21 KM
 AJ8079'(0.8 MI) TO A 6 FT CHAIN-LINK AIRPORT PERIMETER FENCE AND LOCKED GATE
 AJ8079'ON THE RIGHT, WEST. TRAVEL THROUGH THE GATE 0.48 KM (0.3 MI) TO THE
 AJ8079'STATION AHEAD WITHIN SEGMENTED CIRCLE.
 AJ8079' 
 AJ8079'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD
 AJ8079'DRIVEN TO REFUSAL AT A DEPTH OF 9.7 M (31.7 FT), ENCASED IN A 0.9 M
 AJ8079'(3.0
 AJ8079'FT) LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO
 AJ8079'LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND. THE
 AJ8079'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AJ8079'IT IS 76.0 M (249.3 FT) NORTHEAST OF A RUNWAY 18-36 LIGHT, 75.00 M
 AJ8079'(246.1
 AJ8079'FT) EAST OF THE EASTERLY EDGE OF RUNWAY 18-36, 12.7 M (41.7 FT) WEST
 AJ8079'SOUTHWEST OF THE WINDSOCK WITHIN THE SEGMENTED CIRCLE, 0.9 M (3.0
 AJ8079'FT) WEST OF A CARSONITE WITNESS POST. THIS STATION IS DESIGNATED AS
 AJ8079' A  PRIMARY AIRPORT CONTROL STATION.
 AJ8079' 
 AJ8079'
 AJ8079
 AJ8079                          STATION RECOVERY (2002)
 AJ8079
 AJ8079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DJA)
 AJ8079'RECOVERED AS DESCRIBED. SWA 9/4/2002
 AJ8079'
 AJ8079
 AJ8079                          STATION RECOVERY (2004)
 AJ8079
 AJ8079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 AJ8079'RECOVERED AS DESCRIBED. DJA 5/6/2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8080 ***********************************************************************
 AJ8080  SACS        -  This is a Secondary Airport Control Station.
 AJ8080  DESIGNATION -  AAO B
 AJ8080  PID         -  AJ8080
 AJ8080  STATE/COUNTY-  KS/SEDGWICK
 AJ8080  USGS QUAD   -  GREENWICH (1980)
 AJ8080
 AJ8080                         *CURRENT SURVEY CONTROL
 AJ8080  ___________________________________________________________________
 AJ8080* NAD 83(1997)-  37 45 15.59465(N)    097 13 09.22001(W)     ADJUSTED  
 AJ8080* NAVD 88     -       426.30   (meters)    1398.6    (feet)  GPS OBS   
 AJ8080  ___________________________________________________________________
 AJ8080  X           -    -634,549.448 (meters)                     COMP
 AJ8080  Y           -  -5,009,455.765 (meters)                     COMP
 AJ8080  Z           -   3,884,164.124 (meters)                     COMP
 AJ8080  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AJ8080  ELLIP HEIGHT-         397.44  (meters)          (07/29/04) GPS OBS
 AJ8080  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AJ8080
 AJ8080  HORZ ORDER  -  FIRST
 AJ8080  ELLP ORDER  -  FOURTH    CLASS II
 AJ8080
 AJ8080.This mark is at Colonel James Jabara Airport (AAO)
 AJ8080
 AJ8080.The horizontal coordinates were established by GPS observations
 AJ8080.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8080
 AJ8080.The orthometric height was determined by GPS observations and a
 AJ8080.high-resolution geoid model.
 AJ8080
 AJ8080.GPS derived orthometric heights for airport stations designated as
 AJ8080.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8080.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8080.not indicate centimeter accuracy relative to other marks which are
 AJ8080.part of the NAVD 88 network.
 AJ8080
 AJ8080.Photographs are available for this station.
 AJ8080
 AJ8080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8080
 AJ8080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8080
 AJ8080.The ellipsoidal height was determined by GPS observations
 AJ8080.and is referenced to NAD 83.
 AJ8080
 AJ8080.The geoid height was determined by GEOID03.
 AJ8080
 AJ8080;                    North         East     Units Scale Factor Converg.
 AJ8080;SPC KS S     -   521,489.172   512,857.286   MT  0.99993996   +0 47 13.5
 AJ8080;UTM  14      - 4,180,051.105   656,873.552   MT  0.99990312   +1 05 26.0
 AJ8080
 AJ8080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8080!SPC KS S     -   0.99993764  x   0.99993996  =   0.99987760
 AJ8080!UTM  14      -   0.99993764  x   0.99990312  =   0.99984076
 AJ8080
 AJ8080:                Primary Azimuth Mark                     Grid Az
 AJ8080:SPC KS S     -  AAO A                                    184 43 27.1
 AJ8080:UTM  14      -  AAO A                                    184 25 14.6
 AJ8080
 AJ8080|---------------------------------------------------------------------|
 AJ8080| PID    Reference Object                     Distance      Geod. Az  |
 AJ8080|                                                           dddmmss.s |
 AJ8080| AJ8079 AAO A                               APPROX. 0.6 KM 1853040.6 |
 AJ8080|---------------------------------------------------------------------|
 AJ8080
 AJ8080                          SUPERSEDED SURVEY CONTROL
 AJ8080
 AJ8080  ELLIP H (03/07/02)  397.46   (m)                       GP(       ) 4 2
 AJ8080
 AJ8080.Superseded values are not recommended for survey control.
 AJ8080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8080.See file dsdata.txt to determine how the superseded data were derived.
 AJ8080
 AJ8080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5687480051(NAD 83)
 AJ8080_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8080_STAMPING: AAO B 2001
 AJ8080_MARK LOGO: NGS   
 AJ8080_PROJECTION: FLUSH
 AJ8080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8080+STABILITY: SURFACE MOTION
 AJ8080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8080+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 AJ8080
 AJ8080  HISTORY     - Date     Condition        Report By
 AJ8080  HISTORY     - 20010423 MONUMENTED       MSAM
 AJ8080  HISTORY     - 20040506 GOOD             NGS
 AJ8080
 AJ8080                          STATION DESCRIPTION
 AJ8080
 AJ8080'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8080'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AJ8080' 
 AJ8080'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) NORTHEAST OF WICHITA
 AJ8080'CONVENTION CENTER, WICHITA, KANSAS, AT COLONEL JAMES JABARA
 AJ8080'AIRPORT. IT IS LOCATED IN THE NORTH END OF THE AIRPORT AND EAST OF
 AJ8080'RUNWAY 18-36. THIS IS NOT A CONTROLLED AIRPORT. PERMISSION TO USE
 AJ8080'THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. CONTACT
 AJ8080'JOHN OSWALD AT 316-636-9751. OWNERSHIP- COLONEL JAMES JABARA
 AJ8080'AIRPORT AUTHORITY.
 AJ8080' 
 AJ8080'TO REACH THE STATION FROM THE INTERSECTION OF U.S. INTERSTATE
 AJ8080'HIGHWAY 96 AND WEBB ROAD, GO 2.82 KM (1.75 MI) NORTH ON WEBB ROAD
 AJ8080'TO THE INTERSECTION OF WEBB ROAD AND 43 RD STREET, TURN RIGHT,
 AJ8080'EAST, 43 RD STREET MEANDERS AROUND TO THE SOUTH, TRAVEL 1.21 KM
 AJ8080'(0.8 MI) TO A 6 FT CHAIN-LINK AIRPORT PERIMETER FENCE AND LOCKED GATE
 AJ8080'ON THE RIGHT, WEST. TRAVEL THROUGH THE GATE 0.48 KM (0.3 MI) TO THE
 AJ8080'WINDSOCK WITHIN THE SEGMENTED CIRCLE, TURN RIGHT NORTHERLY
 AJ8080'PARALLELING RUNWAY 18-36, 0.58 (0.36 MI) TO THE STATION AHEAD.
 AJ8080' 
 AJ8080'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP
 AJ8080'CENTER OF A CONCRETE POST FLUSH WITH THE GROUND. IT IS 52.7 M
 AJ8080'(172.9 FT) EAST OF A RUNWAY LIGHT ON THE EAST SIDE OF RUNWAY 18-36
 AJ8080'AND IN LINE WITH MATCHING RUNWAY LIGHT ON THE WEST SIDE OF
 AJ8080'RUNWAY 18-36, 52.0 M (170.6 FT) NORTHEAST, CHISELED SQUARE ON THE
 AJ8080'NORTHEAST CORNER OF A PAPI LIGHT CONCRETE PAD, 12.2 M (40.0 FT)
 AJ8080'NORTH 0F A SMALL WINDSOCK, 0.9 M (3.0 FT) SOUTH OF A CARSONITE WITNESS
 AJ8080'POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AJ8080'STATION.
 AJ8080' 
 AJ8080' 
 AJ8080' 
 AJ8080' 
 AJ8080'
 AJ8080
 AJ8080                          STATION RECOVERY (2004)
 AJ8080
 AJ8080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 AJ8080'RECOVERED AS DESCRIBED. DJA 5/6/2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8081 ***********************************************************************
 AJ8081  SACS        -  This is a Secondary Airport Control Station.
 AJ8081  DESIGNATION -  AAO C
 AJ8081  PID         -  AJ8081
 AJ8081  STATE/COUNTY-  KS/SEDGWICK
 AJ8081  USGS QUAD   -  ANDOVER (1982)
 AJ8081
 AJ8081                         *CURRENT SURVEY CONTROL
 AJ8081  ___________________________________________________________________
 AJ8081* NAD 83(1997)-  37 44 34.19587(N)    097 13 15.42412(W)     ADJUSTED  
 AJ8081* NAVD 88     -       430.65   (meters)    1412.9    (feet)  GPS OBS   
 AJ8081  ___________________________________________________________________
 AJ8081  X           -    -634,798.780 (meters)                     COMP
 AJ8081  Y           -  -5,010,215.329 (meters)                     COMP
 AJ8081  Z           -   3,883,157.494 (meters)                     COMP
 AJ8081  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AJ8081  ELLIP HEIGHT-         401.79  (meters)          (07/29/04) GPS OBS
 AJ8081  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AJ8081
 AJ8081  HORZ ORDER  -  FIRST
 AJ8081  ELLP ORDER  -  FOURTH    CLASS II
 AJ8081
 AJ8081.This mark is at Colonel James Jabara Airport (AAO)
 AJ8081
 AJ8081.The horizontal coordinates were established by GPS observations
 AJ8081.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8081
 AJ8081.The orthometric height was determined by GPS observations and a
 AJ8081.high-resolution geoid model.
 AJ8081
 AJ8081.GPS derived orthometric heights for airport stations designated as
 AJ8081.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8081.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8081.not indicate centimeter accuracy relative to other marks which are
 AJ8081.part of the NAVD 88 network.
 AJ8081
 AJ8081.Photographs are available for this station.
 AJ8081
 AJ8081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8081
 AJ8081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8081
 AJ8081.The ellipsoidal height was determined by GPS observations
 AJ8081.and is referenced to NAD 83.
 AJ8081
 AJ8081.The geoid height was determined by GEOID03.
 AJ8081
 AJ8081;                    North         East     Units Scale Factor Converg.
 AJ8081;SPC KS S     -   520,210.916   512,722.947   MT  0.99994055   +0 47 09.6
 AJ8081;UTM  14      - 4,178,772.204   656,745.987   MT  0.99990263   +1 05 21.2
 AJ8081
 AJ8081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8081!SPC KS S     -   0.99993696  x   0.99994055  =   0.99987751
 AJ8081!UTM  14      -   0.99993696  x   0.99990263  =   0.99983959
 AJ8081
 AJ8081                          SUPERSEDED SURVEY CONTROL
 AJ8081
 AJ8081  ELLIP H (03/07/02)  401.82   (m)                       GP(       ) 4 2
 AJ8081
 AJ8081.Superseded values are not recommended for survey control.
 AJ8081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8081.See file dsdata.txt to determine how the superseded data were derived.
 AJ8081
 AJ8081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5674678772(NAD 83)
 AJ8081_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8081_STAMPING: AAO C 2001
 AJ8081_MARK LOGO: NGS   
 AJ8081_PROJECTION: FLUSH
 AJ8081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8081+STABILITY: SURFACE MOTION
 AJ8081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8081+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 AJ8081
 AJ8081  HISTORY     - Date     Condition        Report By
 AJ8081  HISTORY     - 20010423 MONUMENTED       MSAM
 AJ8081  HISTORY     - 20040506 GOOD             NGS
 AJ8081
 AJ8081                          STATION DESCRIPTION
 AJ8081
 AJ8081'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8081'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AJ8081' 
 AJ8081'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) NORTHEAST OF WICHITA
 AJ8081'CONVENTION CENTER, WICHITA, KANSAS, AT COLONEL JAMES JABARA
 AJ8081'AIRPORT. IT IS LOCATED IN THE SOUTH END OF THE AIRPORT AND EAST OF
 AJ8081'RUNWAY 18-36. THIS IS NOT A CONTROLLED AIRPORT. PERMISSION TO USE
 AJ8081'THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. CONTACT
 AJ8081'JOHN OSWALD AT 316-636-9751. OWNERSHIP-WICHITA AIRPORT AUTHORITY.
 AJ8081' 
 AJ8081'TO REACH THE STATION FROM THE INTERSECTION OF U.S. INTERSTATE
 AJ8081'HIGHWAY 96 AND WEBB ROAD, GO 2.82 KM (1.75 MI) NORTH ON WEBB ROAD
 AJ8081'TO THE INTERSECTION OF WEBB ROAD AND 43 RD STREET, TURN RIGHT,
 AJ8081'EAST, 43 RD STREET MEANDERS AROUND TO THE SOUTH, TRAVEL 1.21 KM
 AJ8081'(0.8 MI) TO A 6 FT CHAIN-LINK AIRPORT PERIMETER FENCE AND LOCKED GATE
 AJ8081'ON THE RIGHT, WEST. TRAVEL THROUGH THE GATE 0.48 KM (0.3 MI) TO THE
 AJ8081'WINDSOCK WITHIN THE SEGMENTED CIRCLE, TURN LEFT SOUTHERLY
 AJ8081'PARALLELING RUNWAY 18-36, 0.6 KM (0.4 MI) TO THE STATION AHEAD.
 AJ8081' 
 AJ8081'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP
 AJ8081'CENTER OF A CONCRETE POST FLUSH WITH THE GROUND. IT IS 70.4 M
 AJ8081'(231.0 FT) NORTHEAST OF A CHISELED SQUARE ON THE NORTHEAST CORNER
 AJ8081'OF A PAPI LIGHT CONCRETE PAD, 61.7 M(202.4 FT) EAST OF THE EAST EDGE
 AJ8081'OF
 AJ8081'RUNWAY 18-36, 58.8 M (192.9 FT) EAST OF A RUNWAY LIGHT ON THE EAST
 AJ8081'SIDE OF RUNWAY 18-36 AND IN LINE WITH MATCHING RUNWAY LIGHT ON THE
 AJ8081'WEST SIDE OF RUNWAY 18-36. THIS STATION IS DESIGNATED AS A SECONDARY
 AJ8081'AIRPORT CONTROL STATION.
 AJ8081' 
 AJ8081' 
 AJ8081' 
 AJ8081' 
 AJ8081' 
 AJ8081' 
 AJ8081'
 AJ8081
 AJ8081                          STATION RECOVERY (2004)
 AJ8081
 AJ8081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 AJ8081'RECOVERED AS DESCRIBED. DJA 5/6/2004
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0737 ***********************************************************************
 JG0737  DESIGNATION -  ABBEYVILLE
 JG0737  PID         -  JG0737
 JG0737  STATE/COUNTY-  KS/RENO
 JG0737  USGS QUAD   -  STERLING SW (1966)
 JG0737
 JG0737                         *CURRENT SURVEY CONTROL
 JG0737  ___________________________________________________________________
 JG0737* NAD 83(1997)-  38 03 25.56761(N)    098 10 45.32864(W)     ADJUSTED  
 JG0737* NAVD 88     -       499.     (meters)    1637.     (feet)  SCALED    
 JG0737  ___________________________________________________________________
 JG0737  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 JG0737  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 JG0737
 JG0737  HORZ ORDER  -  THIRD
 JG0737
 JG0737.The horizontal coordinates were established by classical geodetic methods
 JG0737.and adjusted by the National Geodetic Survey in October 1998..
 JG0737
 JG0737.The orthometric height was scaled from a topographic map.
 JG0737
 JG0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0737
 JG0737.The geoid height was determined by GEOID03.
 JG0737
 JG0737;                    North         East     Units Scale Factor Converg.
 JG0737;SPC KS S     -   554,366.196   428,147.929   MT  0.99993887   +0 11 49.6
 JG0737;UTM  14      - 4,212,468.571   572,003.645   MT  0.99966385   +0 30 21.5
 JG0737
 JG0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0737!SPC KS S     -   0.99992603  x   0.99993887  =   0.99986490
 JG0737!UTM  14      -   0.99992603  x   0.99966385  =   0.99958990
 JG0737
 JG0737|---------------------------------------------------------------------|
 JG0737| PID    Reference Object                     Distance      Geod. Az  |
 JG0737|                                                           dddmmss.s |
 JG0737| AI1205 ABBEYVILLE RM 1                      24.728 METERS 17323     |
 JG0737| AI1204 ABBEYVILLE AZ MK                                   2742614.1 |
 JG0737| AI1206 ABBEYVILLE RM 2                      19.619 METERS 34537     |
 JG0737|---------------------------------------------------------------------|
 JG0737
 JG0737                          SUPERSEDED SURVEY CONTROL
 JG0737
 JG0737  NAD 83(1997)-  38 03 25.57572(N)    098 10 45.32921(W) AD(       ) 3
 JG0737  NAD 83(1986)-  38 03 25.57569(N)    098 10 45.32837(W) AD(       ) 3
 JG0737  NAD 27      -  38 03 25.53400(N)    098 10 44.10900(W) AD(       ) 3
 JG0737
 JG0737.Superseded values are not recommended for survey control.
 JG0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0737.See file dsdata.txt to determine how the superseded data were derived.
 JG0737
 JG0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH7200412469(NAD 83)
 JG0737_MARKER: DS = TRIANGULATION STATION DISK
 JG0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0737_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0737_STAMPING: ABBEYVILLE 1953
 JG0737_MARK LOGO: CGS   
 JG0737_PROJECTION: FLUSH
 JG0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0737+STABILITY: SURFACE MOTION
 JG0737
 JG0737  HISTORY     - Date     Condition        Report By
 JG0737  HISTORY     - 1953     MONUMENTED       CGS
 JG0737  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 JG0737  HISTORY     - 19830515 GOOD             NGS
 JG0737  HISTORY     - 19850621 GOOD             NGS
 JG0737
 JG0737                          STATION DESCRIPTION
 JG0737
 JG0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0737'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF NICKERSON,
 JG0737'ABOUT 6 MILES NORTH OF ABBEYVILLE, 47 FEET NORTH OF THE NORTH
 JG0737'GATE POST OF A WIRE GATE, 38 FEET WEST OF THE CENTER OF STATE
 JG0737'HIGHWAY NO. 14, 9 FEET WEST OF A TELEPHONE POLE, AND 6 FEET
 JG0737'WEST OF A WIRE FENCE AND A 4 IN X 4 IN WITNESS POST.
 JG0737'
 JG0737'TO REACH THE STATION FROM THE SOUTH ONE OF TWO RAILROAD DEPOTS
 JG0737'IN NICKERSON, GO SOUTHWEST ON STATE HIGHWAY NO. 96 FOR 1 BLOCK,
 JG0737'CONTINUE AHEAD, SOUTHWEST, THEN SOUTH ON A MACADAM ROAD FOR 5.8
 JG0737'MILES TO THE JUNCTION WITH U.S. HIGHWAY NO. 50 S, THEN RIGHT,
 JG0737'WEST, ON NO. 50 S FOR 5.0 MILES TO THE JUNCTION WITH STATE
 JG0737'HIGHWAY NO. 14 AND THE STATION.  CONTINUE WEST ON NO. 50 S FOR
 JG0737'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JG0737'
 JG0737'THE STATION MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND,
 JG0737'AND THE DISK IS STAMPED ABBEYVILLE 1953.
 JG0737'
 JG0737'REFERENCE MARK NO. 1 IS 28 FEET WEST OF THE CENTER OF STATE
 JG0737'HIGHWAY NO. 14, 21 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO
 JG0737'A CULTIVATED FIELD, AND 1 FOOT SOUTH OF THE SOUTH GATE POST OF
 JG0737'A WIRE GATE.  IT PROJECTS 1 INCH, AND THE DISK IS STAMPED
 JG0737'ABBEYVILLE NO 1 1953.
 JG0737'
 JG0737'REFERENCE MARK NO. 2 IS 135 FEET SOUTHWEST OF THE INTERSECTION
 JG0737'OF CENTERS OF THE HIGHWAYS, 52 FEET WEST OF THE CENTER OF STATE
 JG0737'HIGHWAY NO. 14, AND 2 FEET WEST OF A WIRE FENCE.  IT IS FLUSH
 JG0737'WITH THE GROUND, AND THE DISK IS STAMPED ABBEYVILLE NO 2 1953.
 JG0737'
 JG0737'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 JG0737'NO. 50 S, AND 2 FEET EAST OF A 4 IN X 4 IN WITNESS POST.  IT
 JG0737'PROJECTS 1 INCH, AND THE DISK IS STAMPED ABBEYVILLE 1953.
 JG0737'
 JG0737'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JG0737
 JG0737                          STATION RECOVERY (1983)
 JG0737
 JG0737'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (EGH)
 JG0737'ABBEYVILLE NO. 2, 1953 EXCAVATED OUT.
 JG0737
 JG0737                          STATION RECOVERY (1983)
 JG0737
 JG0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JG0737'THE RECESSED STATION MARK, AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 JG0737'CONDITION. REFERENCE MARK 2 AND THE AZIMUTH MARK HAVE BEEN DESTROYED.
 JG0737'REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED THIS DATE.  THE
 JG0737'DIRECTION TO REFERENCE MARK 1 AGREED WILL 1953 DATA.  THE DISTANCE TO
 JG0737'THE MARK AGREED, HOWEVER, A 0.200 METER (0.656 FT) DISCREPANCY WAS
 JG0737'NOTED IN THE ORIGINAL DESCRIPTION.  A POLARIS OBSERVED AZIMUTH TO THE
 JG0737'NEW AZIMUTH MARK AGREED WITH A COMPUTED AZIMUTH BY INVERSING TO THE
 JG0737'STERLING ARK VALLEY ELECTRIC MAST.  THE UNDERGROUND MARK WAS NOT
 JG0737'INSPECTED.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT
 JG0737'16.1 KM (10.00 MI) SOUTH OF STERLING, 12.8 KM (7.95 MI) SOUTHWEST OF
 JG0737'NICKERSON, 8.8 KM (5.45 MI) NORTH OF ABBEYVILLE AND ON THE WEST
 JG0737'RIGHT-OF-WAY OF KANSAS STATE HIGHWAY 14.  TO REACH THE STATION FROM
 JG0737'THE JUNCTION OF U.S HIGHWAY 50 AND STATE HIGHWAY 14, ABOUT 1.6 KM
 JG0737'(1.00 MI) EAST OF ABBEYVILLE, GO NORTH ON STATE HIGHWAY 14 FOR 8.05 KM
 JG0737'(5.00 MI) TO A PAVED CROSSROAD AND THE STATION ON THE LEFT.  THE
 JG0737'STATION IS A STANDARD CGS DISK STAMPED---ABBEYVILLE 1953---, SET INTO
 JG0737'THE TOP OF A ROUND CONCRETE MONUMENT, 14 INCHES (36 CM) IN DIAMETER,
 JG0737'RECESSED 12 INCHES (30 CM) BELOW THE GROUND. THE STATION IS LOCATED
 JG0737'55.3 METERS (181.4 FT) SOUTH FROM THE CENTERLINE OF THE PAVED ROAD,
 JG0737'11.1 METERS (36.4 FT) WEST FROM THE CENTERLINE OF STATE HIGHWAY 14,
 JG0737'19.2 METERS (63.0 FT) NORTH FROM THE CENTERLINE OF A FIELD EXTRANCE.
 JG0737'REFERENCE NO 1, IS A STANDARD CGS DISK STAMPED---ABBEYVILLE NO 1
 JG0737'1953---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 JG0737'CM) IN DIAMETER, PROJECTING, 2 INCHES (04 CM) ABOVE THE GROUND. THE
 JG0737'STATION IS LOCATED 79.9 METERS (262.1 FT) SOUTH FROM THE CENTERLINE OF
 JG0737'THE PAVED CROSSROAD, 8.2 METERS (26.9 FT) WEST FROM THE CENTERLINE OF
 JG0737'THE HIGHWAY, 5.5 METERS (18.0 FT) SOUTH FROM THE CENTERLINE OF A FIELD
 JG0737'ENTRANCE, AND 0.3 METERS (1.0 FT) HIGHER THAN THE STATION.  REFERENCE
 JG0737'MARK NO 3, IS A STANDARD NGS DISK STAMPED ABBEYVILLE 1953 NO 3
 JG0737'1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 JG0737'CM) IN DIAMETER PROJECTING 2 INCHES (04 CM) ABOVE THE GROUND.  THE
 JG0737'STATION IS LOCATED 36.00 METERS (118.11 FT) SOUTH FROM THE CENTERLINE
 JG0737'OF THE PAVED ROAD, 16.15 METERS (52.99 FT) WEST FROM THE CENTERLINE OF
 JG0737'THE HIGHWAY, AND 0.6 METERS (2.0 FT) LOWER THAN THE STATION. AZIMUTH
 JG0737'MARK NO 2, IS A STANDARD NGS DISK STAMPED---ABBEYVILLE 1953 NO 2
 JG0737'1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 JG0737'CM) IN DIAMETER, PROJECTING 1 INCH (2 CM) ABOVE THE GROUND.  THE
 JG0737'STATION IS LOCATED 22.1 METERS (72.5 FT) EAST FROM THE CENTERLINE OF
 JG0737'STATE HIGHWAY 14, 4.4 METERS (14.4 FT) SOUTH FROM THE CENTERLINE OF A
 JG0737'FIELD ENTRANCE, 0.92 METERS (3.02 FT) SOUTHWEST FROM A HIGHWAY
 JG0737'RIGHT-OF-WAY MARKER, 0.61 METERS (2.00 FT) NORTH FROM A WITNESS POST.
 JG0737'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 14 FOR
 JG0737'1.05 KM (0.65 MI) TO THE MARK ON THE RIGHT.
 JG0737
 JG0737                          STATION RECOVERY (1985)
 JG0737
 JG0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 JG0737'THE RECESSED STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK 2
 JG0737'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND
 JG0737'DESTROYED.  THE DISK WAS SALVAGED.  A REFERENCE MARK 4 WAS ESTABLISHED
 JG0737'THIS DATE.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 3 AGREED WITH
 JG0737'1983 DATA, AS DID THE DIRECTION TO THE AZIMUTH MARK. THE UNDERGROUND
 JG0737'MARK WAS NOT INSPECTED.  A COMPLETE DESCRIPTION FOLLOWS.  REFERENCE
 JG0737'MARK NO 3 IS A STANDARD NGS DISK STAMPED---ABBEYVILLE 1953 NO 3
 JG0737'1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES
 JG0737'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 36.0
 JG0737'METERS (118.1 FT) SOUTH FROM THE CENTERLINE OF THE PAVED ROAD, 16.15
 JG0737'METERS, (52.99 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY AND 0.6
 JG0737'METERS (2.0 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 4 IS A
 JG0737'STANDARD NGS DISK STAMPED---ABBEYVILLE 1953 NO 4 1985---, SET INTO THE
 JG0737'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH
 JG0737'WITH GROUND.  THE STATION IS LOCATED 67.0 METERS (219.8 FT) SOUTH FROM
 JG0737'THE CENTERLINE OF THE PAVED ROAD, 10.5 METERS (34.4 FT) WEST FROM THE
 JG0737'CENTERLINE OF THE HIGHWAY, 7.31 METERS (23.98 FT) NORTH FROM THE
 JG0737'CENTERLINE OF THE FIELD ENTRANCE, AND 0.3 METERS (1.0 FT) HIGHER THAN
 JG0737'THE STATION.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 JG0737'STAMPED---ABBEYVILLE 1953 NO 2 1983---, SET INTO THE TOP OF A ROUND
 JG0737'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 1 INCH (2
 JG0737'CM) ABOVE THE GROUND.  THE STATION IS LOCATED 22.1 METERS (72.5 FT)
 JG0737'EAST FROM THE CENTERLINE OF STATE HIGHWAY 14, 4.4 METERS (14.4 FT)
 JG0737'SOUTH FROM THE CENTERLINE OF A FIELD ENTRANCE, 0.92 METERS (3.02 FT)
 JG0737'SOUTHWEST FROM A HIGHWAY RIGHT-OF-WAY MARKER POST, 0.61 METERS (2.00
 JG0737'FT) NORTH FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 JG0737'STATION, GO NORTH ON HIGHWAY 14 FOR 1.05 KM (0.65 MI) TO THE MARK ON
 JG0737'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0800 ***********************************************************************
 HG0800  DESIGNATION -  ABBYVILLE FARM COOP GRAIN ELEV
 HG0800  PID         -  HG0800
 HG0800  STATE/COUNTY-  KS/RENO
 HG0800  USGS QUAD   -  ARLINGTON (1971)
 HG0800
 HG0800                         *CURRENT SURVEY CONTROL
 HG0800  ___________________________________________________________________
 HG0800* NAD 83(1997)-  37 58 20.92623(N)    098 12 04.86296(W)     ADJUSTED  
 HG0800* NAVD 88     -                                                        
 HG0800  ___________________________________________________________________
 HG0800  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 HG0800  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 HG0800
 HG0800  HORZ ORDER  -  THIRD
 HG0800
 HG0800.The horizontal coordinates were established by classical geodetic methods
 HG0800.and adjusted by the National Geodetic Survey in October 1998..
 HG0800
 HG0800
 HG0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0800
 HG0800.The geoid height was determined by GEOID03.
 HG0800
 HG0800;                    North         East     Units Scale Factor Converg.
 HG0800;SPC KS S     -   544,967.557   426,239.177   MT  0.99993637   +0 11 00.7
 HG0800;UTM  14      - 4,203,062.385   570,146.017   MT  0.99966060   +0 29 29.1
 HG0800
 HG0800                          SUPERSEDED SURVEY CONTROL
 HG0800
 HG0800  NAD 83(1997)-  37 58 20.93367(N)    098 12 04.86459(W) AD(       ) 4
 HG0800  NAD 83(1986)-  37 58 20.93383(N)    098 12 04.86262(W) AD(       ) 4
 HG0800  NAD 27      -  37 58 20.87694(N)    098 12 03.62946(W) AD(       ) 3
 HG0800
 HG0800.Superseded values are not recommended for survey control.
 HG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0800.See file dsdata.txt to determine how the superseded data were derived.
 HG0800
 HG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH7014603062(NAD 83)
 HG0800_MARKER: 65 = GRAIN ELEVATOR
 HG0800
 HG0800  HISTORY     - Date     Condition        Report By
 HG0800  HISTORY     - 1967     FIRST OBSERVED   CGS
 HG0800
 HG0800                          STATION DESCRIPTION
 HG0800
 HG0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 HG0800'STATION IS LOCATED AT THE NORTH EDGE OF THE TOWN OF ABBYVILLE, AND
 HG0800'ABOUT 0.1 MILE EAST OF THE MARTIN TONN ELEVATOR.
 HG0800'
 HG0800'STATION IS A VERY LARGE CONCRETE ELEVATOR, ABOUT 200 FEET IN HEIGHT,
 HG0800'PAINTED WHITE IN COLOR AND HAS A RED LIGHT ON THE MOST HIGHEST PART.
 HG0800'
 HG0800'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0979 ***********************************************************************
 HG0979  DESIGNATION -  ABELL
 HG0979  PID         -  HG0979
 HG0979  STATE/COUNTY-  KS/CLARK
 HG0979  USGS QUAD   -  ASHLAND (1972)
 HG0979
 HG0979                         *CURRENT SURVEY CONTROL
 HG0979  ___________________________________________________________________
 HG0979* NAD 83(1997)-  37 13 58.45646(N)    099 50 56.78948(W)     ADJUSTED  
 HG0979* NAVD 88     -       726.     (meters)    2382.     (feet)  SCALED    
 HG0979  ___________________________________________________________________
 HG0979  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 HG0979  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 HG0979
 HG0979  HORZ ORDER  -  SECOND
 HG0979
 HG0979.The horizontal coordinates were established by classical geodetic methods
 HG0979.and adjusted by the National Geodetic Survey in October 1998..
 HG0979
 HG0979.The orthometric height was scaled from a topographic map.
 HG0979
 HG0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0979
 HG0979.The geoid height was determined by GEOID03.
 HG0979
 HG0979;                    North         East     Units Scale Factor Converg.
 HG0979;SPC KS S     -   463,710.483   280,284.251   MT  1.00000681   -0 49 44.6
 HG0979;UTM  14      - 4,121,047.443   424,680.005   MT  0.99966988   -0 30 49.6
 HG0979
 HG0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0979!SPC KS S     -   0.99989031  x   1.00000681  =   0.99989712
 HG0979!UTM  14      -   0.99989031  x   0.99966988  =   0.99956022
 HG0979
 HG0979:                Primary Azimuth Mark                     Grid Az
 HG0979:SPC KS S     -  ASHLAND MUN WATER TANK                   120 35 06.1
 HG0979:UTM  14      -  ASHLAND MUN WATER TANK                   120 16 11.1
 HG0979
 HG0979|---------------------------------------------------------------------|
 HG0979| PID    Reference Object                     Distance      Geod. Az  |
 HG0979|                                                           dddmmss.s |
 HG0979| HG0974 ASHLAND MUN WATER TANK              APPROX. 8.8 KM 1194521.5 |
 HG0979| HG0975 ASHLAND CO OP EXCH GRAIN ELEV       APPROX. 9.6 KM 1294239.7 |
 HG0979| HG0978 ASHLAND COMMUNITY TV MAST           APPROX. 6.4 KM 1325823.3 |
 HG0979| CK8752 ABELL AZ MK                                        1845747.1 |
 HG0979| CK8753 ABELL RM 1                           14.045 METERS 23214     |
 HG0979| CK8754 ABELL RM 2                           14.510 METERS 35239     |
 HG0979|---------------------------------------------------------------------|
 HG0979
 HG0979                          SUPERSEDED SURVEY CONTROL
 HG0979
 HG0979  NAD 83(1997)-  37 13 58.46332(N)    099 50 56.78959(W) AD(       ) 2
 HG0979  NAD 83(1986)-  37 13 58.45505(N)    099 50 56.78715(W) AD(       ) 2
 HG0979  NAD 27      -  37 13 58.36286(N)    099 50 55.31639(W) AD(       ) 2
 HG0979
 HG0979.Superseded values are not recommended for survey control.
 HG0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0979.See file dsdata.txt to determine how the superseded data were derived.
 HG0979
 HG0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG2468021047(NAD 83)
 HG0979_MARKER: DS = TRIANGULATION STATION DISK
 HG0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0979
 HG0979  HISTORY     - Date     Condition        Report By
 HG0979  HISTORY     - 1964     MONUMENTED       CGS
 HG0979
 HG0979                          STATION DESCRIPTION
 HG0979
 HG0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0979'THE STATION IS 16 MILES NORTHEAST OF ENGLEWOOD, 5-1/2 MILES NORTH-
 HG0979'WEST OF ASHLAND, ON THE HIGHEST POINT OF A LOW BLUFF WHICH DROPS
 HG0979'SHARPLY ON THE EAST SIDE, IN SECTION 29, T 32 S, R 23 N, ON
 HG0979'PROPERTY OWNED BY MR. P. G. ABELL.
 HG0979'
 HG0979'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 160 AND MAIN
 HG0979'STREET IN ASHLAND, GO WEST ON US HIGHWAY 160 FOR 3.85 MILES TO A
 HG0979'WIRE GATE ON THE RIGHT AND A WINDMILL ON THE LEFT.  TURN RIGHT
 HG0979'THROUGH THE GATE AND GO NORTH ON A TRACK ROAD FOR 0.25 MILE TO A
 HG0979'CATTLE GUARD.  CONTINUE NORTH ON THE TRACK ROAD FOR 0.7 MILE TO A
 HG0979'FORK IN THE ROAD.  TAKE THE LEFT FORK AND GO NORTHWEST AND WEST ON
 HG0979'THE TRACK ROAD FOR 1.05 MILES TO A FENCE CORNER.  CONTINUE NORTH
 HG0979'ON THE TRACK ROAD FOR 0.55 MILE TO A WINDMILL AND STOCK TANK.
 HG0979'CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.4 MILE TO A POINT
 HG0979'WHERE THE ROAD TURN LEFT.  TURN RIGHT AND GO NORTH ACROSS THE
 HG0979'PASTURE FOR 0.05 MILE TO A WIRE GATE IN AN EAST-WEST FENCE AND
 HG0979'THE AZIMUTH MARK ON THE LEFT.  PASS THROUGH THE WIRE GATE AND GO
 HG0979'NORTH ALONG THE TOP OF THE BLUFF FOR 0.25 MILE TO THE STATION.
 HG0979'
 HG0979'THE STATION MARKS ARE STANDARD DISKS STAMPED ABELL 1964.  THE SURFACE
 HG0979'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HG0979'PROJECTS 6 INCHES.  IT IS 25 FEET WEST OF THE EAST EDGE OF THE
 HG0979'BLUFF AND 5 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 HG0979'UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 36 INCHES BELOW THE
 HG0979'SURFACE OF THE GROUND.
 HG0979'
 HG0979'REFERENCE MARK NO 1, A STANDARD DISK STAMPED ABELL NO 1 1964, IS
 HG0979'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 HG0979'INCHES.  IT IS 49.6 FEET SOUTHWEST OF A METAL WITNESS POST AND 30
 HG0979'FEET NORTHWEST OF THE EAST EDGE OF THE BLUFF.
 HG0979'
 HG0979'REFERENCE MARK NO 2, A STANDARD DISK STAMPED ABELL NO 2 1964, IS
 HG0979'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 HG0979'INCHES.  IT IS 49.4 FEET NORTH OF A METAL WITNESS POST.
 HG0979'
 HG0979'THE AZIMUTH MARK, A STANDARD DISK STAMPED ABELL 1964, IS SET IN
 HG0979'THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 HG0979'IT IS 27 FEET WEST OF THE CENTER OF A WIRE GATE, 1.8 FEET EAST OF A
 HG0979'METAL WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE.
 HG0979'
 HG0979'NOTE--5 KG TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 HG0979'
 HG0979'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0573 ***********************************************************************
 JF0573  DESIGNATION -  ABI
 JF0573  PID         -  JF0573
 JF0573  STATE/COUNTY-  KS/DICKINSON
 JF0573  USGS QUAD   -  SOLOMON (1979)
 JF0573
 JF0573                         *CURRENT SURVEY CONTROL
 JF0573  ___________________________________________________________________
 JF0573* NAD 83(1997)-  38 56 58.49579(N)    097 15 30.00045(W)     ADJUSTED  
 JF0573* NAVD 88     -       382.971  (meters)    1256.46   (feet)  ADJUSTED  
 JF0573  ___________________________________________________________________
 JF0573  LAPLACE CORR-          -8.37  (seconds)                    DEFLEC99
 JF0573  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 JF0573  DYNAMIC HT  -         382.715 (meters)    1255.62  (feet)  COMP
 JF0573  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 JF0573
 JF0573  HORZ ORDER  -  THIRD
 JF0573  VERT ORDER  -  SECOND    CLASS 0
 JF0573
 JF0573.The horizontal coordinates were established by classical geodetic methods
 JF0573.and adjusted by the National Geodetic Survey in October 1998..
 JF0573
 JF0573.The orthometric height was determined by differential leveling
 JF0573.and adjusted by the National Geodetic Survey in June 1991..
 JF0573
 JF0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0573
 JF0573.The geoid height was determined by GEOID03.
 JF0573
 JF0573.The dynamic height is computed by dividing the NAVD 88
 JF0573.geopotential number by the normal gravity value computed on the
 JF0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0573.degrees latitude (g = 980.6199 gals.).
 JF0573
 JF0573.The modeled gravity was interpolated from observed gravity values.
 JF0573
 JF0573;                    North         East     Units Scale Factor Converg.
 JF0573;SPC KS N     -    68,673.445   464,290.866   MT  0.99997058   +0 28 09.3
 JF0573;UTM  14      - 4,312,623.967   650,925.859   MT  0.99988049   +1 05 42.3
 JF0573
 JF0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0573!SPC KS N     -   0.99994438  x   0.99997058  =   0.99991496
 JF0573!UTM  14      -   0.99994438  x   0.99988049  =   0.99982488
 JF0573
 JF0573|---------------------------------------------------------------------|
 JF0573| PID    Reference Object                     Distance      Geod. Az  |
 JF0573|                                                           dddmmss.s |
 JF0573| JF1254 ABI RM 1                             10.149 METERS 08021     |
 JF0573| JF1494 ABILENE EAST MUN TANK               APPROX. 4.7 KM 1201540.6 |
 JF0573| JF1253 ABI RM 2                             10.593 METERS 28104     |
 JF0573| JF0574 ABI AZ MK                                          3360841.7 |
 JF0573|---------------------------------------------------------------------|
 JF0573
 JF0573                          SUPERSEDED SURVEY CONTROL
 JF0573
 JF0573  NAD 83(1986)-  38 56 58.50404(N)    097 15 30.00029(W) AD(       ) 3
 JF0573  NAD 27      -  38 56 58.50710(N)    097 15 28.92340(W) AD(       ) 3
 JF0573  NGVD 29 (??/??/92)  382.871  (m)         1256.14   (f) ADJ UNCH    2 0
 JF0573
 JF0573.Superseded values are not recommended for survey control.
 JF0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0573.See file dsdata.txt to determine how the superseded data were derived.
 JF0573
 JF0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5092612624(NAD 83)
 JF0573_MARKER: DB = BENCH MARK DISK
 JF0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0573_STAMPING: ABI 1961
 JF0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0573+STABILITY: SURFACE MOTION
 JF0573
 JF0573  HISTORY     - Date     Condition        Report By
 JF0573  HISTORY     - 1961     MONUMENTED       CGS
 JF0573  HISTORY     - 1961     GOOD             CGS
 JF0573
 JF0573                          STATION DESCRIPTION
 JF0573
 JF0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF0573'A STANDARD DISK STAMPED ABI 1961, SET IN THE TOP OF A 8 INCH
 JF0573'SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 9 FEET
 JF0573'SOUTHEAST OF A TRANSFORMER POLE, 6-1/2 FEET SOUTH OF A EAST-WEST
 JF0573'FENCE AND 6 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 JF0573'
 JF0573'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ABI NO 1 1961, SET
 JF0573'IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JF0573'2 INCHES.  IT IS 31 FEET WEST OF A METAL WITNESS POST WITH SIGN
 JF0573'AND 1 FOOT SOUTH OF A EAST-WEST FENCE.
 JF0573'
 JF0573'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ABI NO 2 1961, SET
 JF0573'IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JF0573'2 INCHES.  IT IS 25 FEET WEST OF THE TRANSFORMER POLE AND 1 FOOT
 JF0573'SOUTH OF THE EAST-WEST FENCE.
 JF0573'
 JF0573'AZIMUTH MARK IS A STANDARD DISK STAMPED ABI 1961, SET IN THE TOP
 JF0573'OF A 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT
 JF0573'IS 40 FEET WEST OF THE CENTER OF PAVED ROAD, 2 FEET SOUTH OF A
 JF0573'METAL WITNESS POST WITH SIGN AND 1 FOOT EAST OF A RIGHT-OF-WAY
 JF0573'FENCE.
 JF0573
 JF0573                          STATION RECOVERY (1961)
 JF0573
 JF0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JF0573'AT ABILENE.
 JF0573'AT SITE 550-11, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 JF0573'MONUMENT PROJECTING 2 INCHES, 9 FEET SOUTHEAST FROM A POLE
 JF0573'CARRYING A TRANSFORMER, 6 1/2 FEET SOUTH FROM A EAST-WEST
 JF0573'BOUNDARY FENCE, 6 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN.
 JF0573'ELEVATIONS ALSO CARRIED TO THE REFERENCE MARKS FOR THE STATION.
 JF0573'REFERENCE MARK NO. 1 IS 33.3 FEET EAST FROM THE TRIANGULATION
 JF0573'MARK, SET IN A SQUARE TOPPED CONCRETE MONUMENT PROJECTING 2
 JF0573'INCHES, 1 FOOT SOUTH OF THE EAST-WEST FENCE, STAMPED ABI NO 1
 JF0573'1961, REFERENCE MARK NO. 2 IS 54.76 FEET FROM THE STATION MARK,
 JF0573'TO THE WEST OF, SET IN A SQUARE TOPPED CONCRETE MONUMENT PROJECTING
 JF0573'2 INCHES AND 2 FEET SOUTH FROM THE EAST-WEST FENCE, STAMPED ABI
 JF0573'NO 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0574 ***********************************************************************
 JF0574  DESIGNATION -  ABI AZ MK
 JF0574  PID         -  JF0574
 JF0574  STATE/COUNTY-  KS/DICKINSON
 JF0574  USGS QUAD   -  SOLOMON (1979)
 JF0574
 JF0574                         *CURRENT SURVEY CONTROL
 JF0574  ___________________________________________________________________
 JF0574* NAD 83(1986)-  38 57 11.     (N)    097 15 38.     (W)     SCALED    
 JF0574* NAVD 88     -       382.547  (meters)    1255.07   (feet)  ADJUSTED  
 JF0574  ___________________________________________________________________
 JF0574  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 JF0574  DYNAMIC HT  -         382.291 (meters)    1254.23  (feet)  COMP
 JF0574  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 JF0574
 JF0574  VERT ORDER  -  SECOND    CLASS 0
 JF0574
 JF0574.The horizontal coordinates were scaled from a topographic map and have
 JF0574.an estimated accuracy of +/- 6 seconds.
 JF0574
 JF0574.The orthometric height was determined by differential leveling
 JF0574.and adjusted by the National Geodetic Survey in June 1991..
 JF0574
 JF0574.The geoid height was determined by GEOID03.
 JF0574
 JF0574.The dynamic height is computed by dividing the NAVD 88
 JF0574.geopotential number by the normal gravity value computed on the
 JF0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0574.degrees latitude (g = 980.6199 gals.).
 JF0574
 JF0574.The modeled gravity was interpolated from observed gravity values.
 JF0574
 JF0574;                    North         East    Units  Estimated Accuracy
 JF0574;SPC KS N     -    69,060.      464,100.      MT  (+/- 180 meters Scaled)
 JF0574
 JF0574                          SUPERSEDED SURVEY CONTROL
 JF0574
 JF0574  NGVD 29 (??/??/92)  382.447  (m)         1254.74   (f) ADJ UNCH    2 0
 JF0574
 JF0574.Superseded values are not recommended for survey control.
 JF0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0574.See file dsdata.txt to determine how the superseded data were derived.
 JF0574
 JF0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ507130(NAD 83)
 JF0574_MARKER: DZ = AZIMUTH MARK DISK
 JF0574_SETTING: 0 = UNSPECIFIED SETTING
 JF0574_STAMPING: ABI 1961
 JF0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0574
 JF0574  HISTORY     - Date     Condition        Report By
 JF0574  HISTORY     - 1961     MONUMENTED       CGS
 JF0574
 JF0574                          STATION DESCRIPTION
 JF0574
 JF0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0574'AT ABILENE.
 JF0574'0.3 MILE NORTHWEST FROM THE TRIANGULATION STATION ABI 1961, 40
 JF0574'FEET WEST FROM THE CENTER OF A PAVED ROAD, 1 FOOT EAST FROM THE
 JF0574'RIGHT OF WAY FENCE, 2 FEET SOUTH FROM A METAL WITNESS POST WITH
 JF0574'SIGN, AND ENROUTE TO THE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0625 ***********************************************************************
 JF0625  DESIGNATION -  ABILENE
 JF0625  PID         -  JF0625
 JF0625  STATE/COUNTY-  KS/DICKINSON
 JF0625  USGS QUAD   -  ABILENE (1979)
 JF0625
 JF0625                         *CURRENT SURVEY CONTROL
 JF0625  ___________________________________________________________________
 JF0625* NAD 83(1997)-  38 56 35.88368(N)    097 11 42.79265(W)     ADJUSTED  
 JF0625* NAVD 88     -       380.806  (meters)    1249.36   (feet)  ADJUSTED  
 JF0625  ___________________________________________________________________
 JF0625  LAPLACE CORR-          -8.44  (seconds)                    DEFLEC99
 JF0625  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 JF0625  DYNAMIC HT  -         380.545 (meters)    1248.50  (feet)  COMP
 JF0625  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 JF0625
 JF0625  HORZ ORDER  -  SECOND
 JF0625  VERT ORDER  -  FIRST     CLASS II
 JF0625
 JF0625.The horizontal coordinates were established by classical geodetic methods
 JF0625.and adjusted by the National Geodetic Survey in October 1998..
 JF0625
 JF0625.The orthometric height was determined by differential leveling
 JF0625.and adjusted by the National Geodetic Survey in June 1991..
 JF0625
 JF0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0625
 JF0625.The geoid height was determined by GEOID03.
 JF0625
 JF0625.The dynamic height is computed by dividing the NAVD 88
 JF0625.geopotential number by the normal gravity value computed on the
 JF0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0625.degrees latitude (g = 980.6199 gals.).
 JF0625
 JF0625.The modeled gravity was interpolated from observed gravity values.
 JF0625
 JF0625;                    North         East     Units Scale Factor Converg.
 JF0625;SPC KS N     -    68,022.909   469,767.857   MT  0.99997116   +0 30 33.1
 JF0625;UTM  14      - 4,312,033.321   656,409.187   MT  0.99990124   +1 08 04.7
 JF0625
 JF0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0625!SPC KS N     -   0.99994477  x   0.99997116  =   0.99991593
 JF0625!UTM  14      -   0.99994477  x   0.99990124  =   0.99984601
 JF0625
 JF0625|---------------------------------------------------------------------|
 JF0625| PID    Reference Object                     Distance      Geod. Az  |
 JF0625|                                                           dddmmss.s |
 JF0625| JF0626 ABILENE RM 1                         11.432 METERS 08029     |
 JF0625| JF1490 ENTERPRISE MUN TANK                 APPROX. 8.0 KM 1233242.4 |
 JF0625| JF1494 ABILENE EAST MUN TANK               APPROX. 2.2 KM 2201936.3 |
 JF0625| JF1492 ABILENE WEST MUN TANK               APPROX. 4.9 KM 2355329.3 |
 JF0625| JF1499 ABILENE RAD STA KABI MAST           APPROX. 4.7 KM 2504052.2 |
 JF0625| JF0624 ABILENE RM 2                         12.634 METERS 26034     |
 JF0625| JF1498 ABILENE VUMORE CO MICROWAVE         APPROX. 2.1 KM 3301723.2 |
 JF0625|---------------------------------------------------------------------|
 JF0625
 JF0625                          SUPERSEDED SURVEY CONTROL
 JF0625
 JF0625  NAD 83(1986)-  38 56 35.89167(N)    097 11 42.79254(W) AD(       ) 2
 JF0625  NAD 27      -  38 56 35.89474(N)    097 11 41.72433(W) AD(       ) 2
 JF0625  NGVD 29 (??/??/92)  380.698  (m)         1249.01   (f) ADJ UNCH    1 2
 JF0625
 JF0625.Superseded values are not recommended for survey control.
 JF0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0625.See file dsdata.txt to determine how the superseded data were derived.
 JF0625
 JF0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5640912033(NAD 83)
 JF0625_MARKER: DE = TRAVERSE STATION DISK
 JF0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0625_SP_SET: CONCRETE POST
 JF0625_STAMPING: ABILENE 1970
 JF0625_MARK LOGO: NGS   
 JF0625_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0625+STABILITY: SURFACE MOTION
 JF0625
 JF0625  HISTORY     - Date     Condition        Report By
 JF0625  HISTORY     - 1970     MONUMENTED       NGS
 JF0625  HISTORY     - 1970     GOOD             NGS
 JF0625  HISTORY     - 1986     GOOD             NGS
 JF0625  HISTORY     - 1987     GOOD             NOS
 JF0625
 JF0625                          STATION DESCRIPTION
 JF0625
 JF0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF0625'STATION IS LOCATED ABOUT 2.0 MILES NORTH AND 1.0 MILE EAST
 JF0625'OF THE BUSINESS DISTRICT OF ABILENE, ON THE SOUTH RIGHT-OF-WAY
 JF0625'OF INTERSTATE HIGHWAY 70, AT THE CREST OF A RIDGE WHICH
 JF0625'IS ABOUT 35 FEET HIGHER THAN THE HIGHWAY AND IS IN THE NORTH
 JF0625'1/2 OF SECTION 10, T 13 S, R 2 E.
 JF0625'
 JF0625'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 JF0625'HIGHWAY 70 AND STATE HIGHWAY 15, WHICH IS ABOUT 2.0 MILES NORTH
 JF0625'OF ABILENE, GO EAST ON INTERSTATE HIGHWAY 70 FOR 1.0 MILE
 JF0625'TO THE STATION ON THE RIGHT.
 JF0625'
 JF0625'STATION MARKS ARE STANDARD TRAVERSE STATION MARK DISKS, STAMPED
 JF0625'ABILENE 1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 JF0625'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 JF0625'SURFACE.  IT IS 50.0 FEET EAST-SOUTHEAST OF THE NORTH CORNER
 JF0625'POST OF AN OFFSET IN THE RIGHT-OF-WAY FENCE, 23.0 FEET SOUTH
 JF0625'OF THE EDGE OF A CUTBANK AND 5.0 FEET NORTH OF A WITNESS
 JF0625'POST SET IN THE RIGHT-OF-WAY FENCE.  THE UNDERGROUND MARK
 JF0625'IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW
 JF0625'THE SURFACE OF THE GROUND.
 JF0625'
 JF0625'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ABILENE NO 1 1970,
 JF0625'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0625'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 38.6 FEET
 JF0625'EAST OF THE WITNESS POST, 18.0 FEET SOUTH OF THE EDGE OF THE
 JF0625'CUTBANK AND 4.7 FEET NORTH OF THE FENCE.
 JF0625'
 JF0625'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ABILENE NO 2 1970,
 JF0625'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0625'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT
 JF0625'IS 40.6 FEET WEST OF THE WITNESS POST, 27.0 FEET SOUTH OF THE
 JF0625'EDGE OF THE CUTBANK, 17.5 FEET SOUTHEAST OF THE OFFSET CORNER
 JF0625'POST, 7.5 FEET EAST OF THE FENCE AND 4.0 FEET NORTH OF A FENCE.
 JF0625'
 JF0625'HEIGHT OF LIGHT ABOVE STATION MARK 1.9 METERS.
 JF0625
 JF0625                          STATION RECOVERY (1970)
 JF0625
 JF0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0625'1 MI E FROM ABILENE.
 JF0625'ABOUT 1.0 MILE EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 JF0625'OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, ON THE TOP OF A HIGH
 JF0625'CUT FOR THE HIGHWAY, 124 FEET SOUTH OF THE CENTER LINE OF THE
 JF0625'SOUTH LANES OF THE HIGHWAY, 70 FEET NORTHEAST OF THE NORTHEAST
 JF0625'LEG ON A METAL TOWER FOR A POWER LINE, 50 1/2 FEET EAST-SOUTHEAST
 JF0625'OF THE MORE NORTHERLY OF TWO FENCE CORNERS AT A JOG IN A FENCE,
 JF0625'4 1/2 FEET NORTH OF THE FENCE, 4.5 FEET NORTH OF A METAL WITNESS
 JF0625'POST, ABOUT 40 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 JF0625'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.  SECTION
 JF0625'10, T 13 S, R 2 E.
 JF0625
 JF0625                          STATION RECOVERY (1986)
 JF0625
 JF0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0625'RECOVERED IN GOOD CONDITION.
 JF0625
 JF0625                          STATION RECOVERY (1987)
 JF0625
 JF0625'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 JF0625'THE STATION WAS RECOVERED AT THIS DATE.
 JF0625'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 JF0625'CONDITION.
 JF0625'
 JF0625'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JF0625'
 JF0625'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1496 ***********************************************************************
 JF1496  DESIGNATION -  ABILENE CATHOLIC COLL CUPOLA
 JF1496  PID         -  JF1496
 JF1496  STATE/COUNTY-  KS/DICKINSON
 JF1496  USGS QUAD   -  ABILENE (1979)
 JF1496
 JF1496                         *CURRENT SURVEY CONTROL
 JF1496  ___________________________________________________________________
 JF1496* NAD 83(1997)-  38 56 35.31585(N)    097 12 55.49156(W)     ADJUSTED  
 JF1496* NAVD 88     -                                                        
 JF1496  ___________________________________________________________________
 JF1496  LAPLACE CORR-          -8.33  (seconds)                    DEFLEC99
 JF1496  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 JF1496
 JF1496  HORZ ORDER  -  THIRD
 JF1496
 JF1496.The horizontal coordinates were established by classical geodetic methods
 JF1496.and adjusted by the National Geodetic Survey in October 1998..
 JF1496
 JF1496
 JF1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1496
 JF1496.The geoid height was determined by GEOID03.
 JF1496
 JF1496;                    North         East     Units Scale Factor Converg.
 JF1496;SPC KS N     -    67,990.037   468,017.385   MT  0.99997118   +0 29 47.1
 JF1496;UTM  14      - 4,311,981.346   654,659.307   MT  0.99989454   +1 07 18.9
 JF1496
 JF1496                          SUPERSEDED SURVEY CONTROL
 JF1496
 JF1496  NAD 83(1986)-  38 56 35.32354(N)    097 12 55.49095(W) AD(       ) 4
 JF1496  NAD 27      -  38 56 35.32400(N)    097 12 54.42000(W) AD(       ) 3
 JF1496
 JF1496.Superseded values are not recommended for survey control.
 JF1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1496.See file dsdata.txt to determine how the superseded data were derived.
 JF1496
 JF1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5465911981(NAD 83)
 JF1496_MARKER: 86 = CUPOLA
 JF1496
 JF1496  HISTORY     - Date     Condition        Report By
 JF1496  HISTORY     - 1934     FIRST OBSERVED   CGS
 JF1496  HISTORY     - 1964     POOR             USGS
 JF1496
 JF1496                          STATION DESCRIPTION
 JF1496
 JF1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JF1496'THE BUILDING IS ABOUT 1-1/2 MILES NORTH OF ABILENE, AND IS
 JF1496'NOT USED AS AN ORPHANAGE.
 JF1496
 JF1496                          STATION RECOVERY (1964)
 JF1496
 JF1496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JF1496'BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1494 ***********************************************************************
 JF1494  DESIGNATION -  ABILENE EAST MUN TANK
 JF1494  PID         -  JF1494
 JF1494  STATE/COUNTY-  KS/DICKINSON
 JF1494  USGS QUAD   -  ABILENE (1979)
 JF1494
 JF1494                         *CURRENT SURVEY CONTROL
 JF1494  ___________________________________________________________________
 JF1494* NAD 83(1997)-  38 55 41.73298(N)    097 12 41.63635(W)     ADJUSTED  
 JF1494* NAVD 88     -                                                        
 JF1494  ___________________________________________________________________
 JF1494  LAPLACE CORR-          -8.19  (seconds)                    DEFLEC99
 JF1494  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 JF1494
 JF1494  HORZ ORDER  -  THIRD
 JF1494
 JF1494.The horizontal coordinates were established by classical geodetic methods
 JF1494.and adjusted by the National Geodetic Survey in October 1998..
 JF1494
 JF1494
 JF1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1494
 JF1494.The geoid height was determined by GEOID03.
 JF1494
 JF1494;                    North         East     Units Scale Factor Converg.
 JF1494;SPC KS N     -    66,340.693   468,365.412   MT  0.99997260   +0 29 55.9
 JF1494;UTM  14      - 4,310,336.025   655,025.285   MT  0.99989594   +1 07 26.3
 JF1494
 JF1494                          SUPERSEDED SURVEY CONTROL
 JF1494
 JF1494  NAD 83(1986)-  38 55 41.74045(N)    097 12 41.63555(W) AD(       ) 4
 JF1494  NAD 27      -  38 55 41.74375(N)    097 12 40.56185(W) AD(       ) 3
 JF1494
 JF1494.Superseded values are not recommended for survey control.
 JF1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1494.See file dsdata.txt to determine how the superseded data were derived.
 JF1494
 JF1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5502510336(NAD 83)
 JF1494_MARKER: 53 = ELEVATED TANK
 JF1494
 JF1494  HISTORY     - Date     Condition        Report By
 JF1494  HISTORY     - 1935     FIRST OBSERVED   CGS
 JF1494  HISTORY     - 1970     GOOD             NGS
 JF1494  HISTORY     - 1987     GOOD             NOS
 JF1494  HISTORY     - 20050805 GOOD             GEOCAC
 JF1494
 JF1494                          STATION DESCRIPTION
 JF1494
 JF1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1494'POINT OBSERVED UPON WAS THE FINIAL OF THE SILVER MUNICIPAL
 JF1494'WATER TANK LOCATED AT THE NORTHEAST EDGE OF TOWN.  IT IS
 JF1494'APPROXIMATELY 75 FEET HIGH.
 JF1494'
 JF1494'OBSERVED UPON FROM TRIANGULATION STATIONS XAVIER, FREY, TAYLOR,
 JF1494'AND VINE CREEK.
 JF1494
 JF1494                          STATION RECOVERY (1970)
 JF1494
 JF1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1494'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1935
 JF1494'AND FOUND IN GOOD CONDITION.
 JF1494'
 JF1494'THE NAME OF THIS STATION WAS CARRIED ON PUBLISHED FIELD
 JF1494'DATA- ABILENE, EAST MUNICIPAL WATER TANK.
 JF1494
 JF1494                          STATION RECOVERY (1987)
 JF1494
 JF1494'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 JF1494'THE STATION WAS RECOVERED AT THIS DATE.
 JF1494'STATION WAS RECOVERED IN GOOD CONDITION.
 JF1494'
 JF1494'RECOVERED BY PBW.
 JF1494
 JF1494                          STATION RECOVERY (2005)
 JF1494
 JF1494'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JF1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1493 ***********************************************************************
 JF1493  DESIGNATION -  ABILENE MAGNETIC
 JF1493  PID         -  JF1493
 JF1493  STATE/COUNTY-  KS/DICKINSON
 JF1493  USGS QUAD   -  ABILENE (1979)
 JF1493
 JF1493                         *CURRENT SURVEY CONTROL
 JF1493  ___________________________________________________________________
 JF1493* NAD 83(1997)-  38 56 31.98789(N)    097 12 54.38715(W)     ADJUSTED  
 JF1493* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 JF1493  ___________________________________________________________________
 JF1493  LAPLACE CORR-          -8.32  (seconds)                    DEFLEC99
 JF1493  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 JF1493
 JF1493  HORZ ORDER  -  SECOND
 JF1493
 JF1493.The horizontal coordinates were established by classical geodetic methods
 JF1493.and adjusted by the National Geodetic Survey in October 1998..
 JF1493
 JF1493.The orthometric height was scaled from a topographic map.
 JF1493
 JF1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1493
 JF1493.The geoid height was determined by GEOID03.
 JF1493
 JF1493;                    North         East     Units Scale Factor Converg.
 JF1493;SPC KS N     -    67,887.649   468,044.869   MT  0.99997126   +0 29 47.8
 JF1493;UTM  14      - 4,311,879.272   654,687.905   MT  0.99989465   +1 07 19.5
 JF1493
 JF1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1493!SPC KS N     -   0.99994439  x   0.99997126  =   0.99991565
 JF1493!UTM  14      -   0.99994439  x   0.99989465  =   0.99983905
 JF1493
 JF1493                          SUPERSEDED SURVEY CONTROL
 JF1493
 JF1493  NAD 83(1986)-  38 56 31.99600(N)    097 12 54.38713(W) AD(       ) 2
 JF1493  NAD 27      -  38 56 31.99900(N)    097 12 53.31600(W) AD(       ) 2
 JF1493
 JF1493.Superseded values are not recommended for survey control.
 JF1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1493.See file dsdata.txt to determine how the superseded data were derived.
 JF1493
 JF1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5468811879(NAD 83)
 JF1493_MARKER: V = STONE MONUMENT
 JF1493_SETTING: 0 = UNSPECIFIED SETTING
 JF1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1493
 JF1493  HISTORY     - Date     Condition        Report By
 JF1493  HISTORY     - 1935     MONUMENTED       CGS
 JF1493
 JF1493                          STATION DESCRIPTION
 JF1493
 JF1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1493'ORIGINAL DESCRIPTION NOT AVAILABLE.  STATION IS LOCATED AT
 JF1493'THE ST. JOSEPHS ORPHAN HOME WHICH IS ON STATE HIGHWAY 15,
 JF1493'ABOUT 1.0 MILE NORTH OF ABILENE.  STATION IS 133 FEET SOUTH OF
 JF1493'SOUTH FENCE AROUND THE INSTITUTION YARD, 250 FEET WEST OF FENCE
 JF1493'(NORTH-SOUTH), 68 FEET SOUTHWEST OF LONE MAPLE TREE.  MARK,
 JF1493'A SQUARE 6- BY 6-INCH LIMESTONE POST INSCRIBED USC AND GS
 JF1493'1902 PROJECTING ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 JF1493'WAS FOUND IN GOOD CONDITION, EXCEPT IF THERE WAS EVER A DISK
 JF1493'SET IN THE MARK IT HAS BEEN TAKEN OUT LEAVING ONLY THE DRILL
 JF1493'HOLE.  A TIE WAS MADE TO STATION XAVIER, DISTANT 307.32 FEET
 JF1493'(93.671 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1499 ***********************************************************************
 JF1499  DESIGNATION -  ABILENE RAD STA KABI MAST
 JF1499  PID         -  JF1499
 JF1499  STATE/COUNTY-  KS/DICKINSON
 JF1499  USGS QUAD   -  ABILENE (1979)
 JF1499
 JF1499                         *CURRENT SURVEY CONTROL
 JF1499  ___________________________________________________________________
 JF1499* NAD 83(1997)-  38 55 45.48287(N)    097 14 46.70883(W)     ADJUSTED  
 JF1499* NAVD 88     -                                                        
 JF1499  ___________________________________________________________________
 JF1499  LAPLACE CORR-          -8.37  (seconds)                    DEFLEC99
 JF1499  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 JF1499
 JF1499  HORZ ORDER  -  THIRD
 JF1499
 JF1499.The horizontal coordinates were established by classical geodetic methods
 JF1499.and adjusted by the National Geodetic Survey in October 1998..
 JF1499
 JF1499
 JF1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1499
 JF1499.The geoid height was determined by GEOID03.
 JF1499
 JF1499;                    North         East     Units Scale Factor Converg.
 JF1499;SPC KS N     -    66,430.671   465,351.999   MT  0.99997249   +0 28 36.7
 JF1499;UTM  14      - 4,310,393.111   652,011.318   MT  0.99988454   +1 06 07.8
 JF1499
 JF1499                          SUPERSEDED SURVEY CONTROL
 JF1499
 JF1499  NAD 83(1986)-  38 55 45.49064(N)    097 14 46.70834(W) AD(       ) 4
 JF1499  NAD 27      -  38 55 45.49269(N)    097 14 45.63208(W) AD(       ) 3
 JF1499
 JF1499.Superseded values are not recommended for survey control.
 JF1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1499.See file dsdata.txt to determine how the superseded data were derived.
 JF1499
 JF1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5201110393(NAD 83)
 JF1499_MARKER: 42 = RADIO/TV MAST
 JF1499
 JF1499  HISTORY     - Date     Condition        Report By
 JF1499  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1499
 JF1499                          STATION DESCRIPTION
 JF1499
 JF1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1499'THE STATION IS LOCATED 0.7 MILE NORTH AND 0.4 MILE WEST OF
 JF1499'THE WEST ABILENE MUNICIPAL WATER TANK AND ABOUT 200 FEET SOUTH OF
 JF1499'A PAVED ROAD.  IT IS PAINTED RED AND 163 FEET HIGH.  THE POINT
 JF1499'INTERSECTED WAS THE RED LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0626 ***********************************************************************
 JF0626  DESIGNATION -  ABILENE RM 1
 JF0626  PID         -  JF0626
 JF0626  STATE/COUNTY-  KS/DICKINSON
 JF0626  USGS QUAD   -  ABILENE (1979)
 JF0626
 JF0626                         *CURRENT SURVEY CONTROL
 JF0626  ___________________________________________________________________
 JF0626* NAD 83(1986)-  38 56 35.     (N)    097 11 42.     (W)     SCALED    
 JF0626* NAVD 88     -       380.933  (meters)    1249.78   (feet)  ADJUSTED  
 JF0626  ___________________________________________________________________
 JF0626  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 JF0626  DYNAMIC HT  -         380.672 (meters)    1248.92  (feet)  COMP
 JF0626  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 JF0626
 JF0626  VERT ORDER  -  SECOND    CLASS 0
 JF0626
 JF0626.The horizontal coordinates were scaled from a topographic map and have
 JF0626.an estimated accuracy of +/- 6 seconds.
 JF0626
 JF0626.The orthometric height was determined by differential leveling
 JF0626.and adjusted by the National Geodetic Survey in June 1991..
 JF0626
 JF0626.The geoid height was determined by GEOID03.
 JF0626
 JF0626.The dynamic height is computed by dividing the NAVD 88
 JF0626.geopotential number by the normal gravity value computed on the
 JF0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0626.degrees latitude (g = 980.6199 gals.).
 JF0626
 JF0626.The modeled gravity was interpolated from observed gravity values.
 JF0626
 JF0626;                    North         East    Units  Estimated Accuracy
 JF0626;SPC KS N     -    68,000.      469,790.      MT  (+/- 180 meters Scaled)
 JF0626
 JF0626                          SUPERSEDED SURVEY CONTROL
 JF0626
 JF0626  NGVD 29 (??/??/92)  380.825  (m)         1249.42   (f) ADJ UNCH    2 0
 JF0626
 JF0626.Superseded values are not recommended for survey control.
 JF0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0626.See file dsdata.txt to determine how the superseded data were derived.
 JF0626
 JF0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ564120(NAD 83)
 JF0626_MARKER: DR = REFERENCE MARK DISK
 JF0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0626_STAMPING: ABILENE NO 1 1970
 JF0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0626+STABILITY: SURFACE MOTION
 JF0626
 JF0626  HISTORY     - Date     Condition        Report By
 JF0626  HISTORY     - 1970     MONUMENTED       NGS
 JF0626
 JF0626                          STATION DESCRIPTION
 JF0626
 JF0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0626'1 MI E FROM ABILENE.
 JF0626'ABOUT 1.0 MILE EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 JF0626'OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 124 FEET SOUTH OF
 JF0626'THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 4.7 FEET
 JF0626'NORTH OF A FENCE, 37.50 FEET EAST OF TRAVERSE STATION ABILENE,
 JF0626'ABOUT 40 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 JF0626'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.  SECTION 10,
 JF0626'T 13 S, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0624 ***********************************************************************
 JF0624  DESIGNATION -  ABILENE RM 2
 JF0624  PID         -  JF0624
 JF0624  STATE/COUNTY-  KS/DICKINSON
 JF0624  USGS QUAD   -  ABILENE (1979)
 JF0624
 JF0624                         *CURRENT SURVEY CONTROL
 JF0624  ___________________________________________________________________
 JF0624* NAD 83(1986)-  38 56 35.     (N)    097 11 42.     (W)     SCALED    
 JF0624* NAVD 88     -       380.268  (meters)    1247.60   (feet)  ADJUSTED  
 JF0624  ___________________________________________________________________
 JF0624  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 JF0624  DYNAMIC HT  -         380.008 (meters)    1246.74  (feet)  COMP
 JF0624  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 JF0624
 JF0624  VERT ORDER  -  SECOND    CLASS 0
 JF0624
 JF0624.The horizontal coordinates were scaled from a topographic map and have
 JF0624.an estimated accuracy of +/- 6 seconds.
 JF0624
 JF0624.The orthometric height was determined by differential leveling
 JF0624.and adjusted by the National Geodetic Survey in June 1991..
 JF0624
 JF0624.The geoid height was determined by GEOID03.
 JF0624
 JF0624.The dynamic height is computed by dividing the NAVD 88
 JF0624.geopotential number by the normal gravity value computed on the
 JF0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0624.degrees latitude (g = 980.6199 gals.).
 JF0624
 JF0624.The modeled gravity was interpolated from observed gravity values.
 JF0624
 JF0624;                    North         East    Units  Estimated Accuracy
 JF0624;SPC KS N     -    68,000.      469,790.      MT  (+/- 180 meters Scaled)
 JF0624
 JF0624                          SUPERSEDED SURVEY CONTROL
 JF0624
 JF0624  NGVD 29 (??/??/92)  380.160  (m)         1247.24   (f) ADJ UNCH    2 0
 JF0624
 JF0624.Superseded values are not recommended for survey control.
 JF0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0624.See file dsdata.txt to determine how the superseded data were derived.
 JF0624
 JF0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ564120(NAD 83)
 JF0624_MARKER: DR = REFERENCE MARK DISK
 JF0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0624_STAMPING: ABILENE NO 2 1970
 JF0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0624+STABILITY: SURFACE MOTION
 JF0624
 JF0624  HISTORY     - Date     Condition        Report By
 JF0624  HISTORY     - 1970     MONUMENTED       NGS
 JF0624
 JF0624                          STATION DESCRIPTION
 JF0624
 JF0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0624'1 MI E FROM ABILENE.
 JF0624'ABOUT 1.0 MILE EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 JF0624'OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 124 1/2 FEET SOUTH OF
 JF0624'THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 39 1/2 FEET
 JF0624'NORTH-NORTHEAST OF THE NORTHEAST LEG OF A METAL TOWER FOR A
 JF0624'POWER LINE, 8 1/2 FEET NORTHEAST OF THE MORE SOUTHERLY OF TWO
 JF0624'FENCE CORNERS IN A FENCE, 4 FEET NORTH OF THE FENCE, 41.50 FEET
 JF0624'WEST OF TRAVERSE STATION ABILENE, ABOUT 40 FEET ABOVE THE LEVEL
 JF0624'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 JF0624'PROJECTS 0.2 FOOT.  SECTION 10, T 13 S, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1497 ***********************************************************************
 JF1497  DESIGNATION -  ABILENE ST JOSEPHS ORPHAN HOME
 JF1497  PID         -  JF1497
 JF1497  STATE/COUNTY-  KS/DICKINSON
 JF1497  USGS QUAD   -  ABILENE (1979)
 JF1497
 JF1497                         *CURRENT SURVEY CONTROL
 JF1497  ___________________________________________________________________
 JF1497* NAD 83(1997)-  38 56 35.31437(N)    097 12 55.49144(W)     ADJUSTED  
 JF1497* NAVD 88     -                                                        
 JF1497  ___________________________________________________________________
 JF1497  LAPLACE CORR-          -8.33  (seconds)                    DEFLEC99
 JF1497  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 JF1497
 JF1497  HORZ ORDER  -  THIRD
 JF1497
 JF1497.The horizontal coordinates were established by classical geodetic methods
 JF1497.and adjusted by the National Geodetic Survey in October 1998..
 JF1497
 JF1497
 JF1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1497
 JF1497.The geoid height was determined by GEOID03.
 JF1497
 JF1497;                    North         East     Units Scale Factor Converg.
 JF1497;SPC KS N     -    67,989.991   468,017.388   MT  0.99997118   +0 29 47.1
 JF1497;UTM  14      - 4,311,981.300   654,659.310   MT  0.99989454   +1 07 18.9
 JF1497
 JF1497                          SUPERSEDED SURVEY CONTROL
 JF1497
 JF1497  NAD 83(1986)-  38 56 35.32175(N)    097 12 55.49060(W) AD(       ) 4
 JF1497  NAD 27      -  38 56 35.32300(N)    097 12 54.41800(W) AD(       ) 3
 JF1497
 JF1497.Superseded values are not recommended for survey control.
 JF1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1497.See file dsdata.txt to determine how the superseded data were derived.
 JF1497
 JF1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5465911981(NAD 83)
 JF1497
 JF1497  HISTORY     - Date     Condition        Report By
 JF1497  HISTORY     - 1935     FIRST OBSERVED   CGS
 JF1497  HISTORY     - 1964     POOR             USGS
 JF1497
 JF1497                          STATION DESCRIPTION
 JF1497
 JF1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1497'POINT OBSERVED UPON WAS THE CROSS ON CUPOLA ATOP THE ST. JOSEPHS
 JF1497'ORPHAN HOME WHICH IS APPROXIMATELY 1.0 MILE NORTH OF ABILENE.
 JF1497'
 JF1497'OBSERVED UPON FROM TRIANGULATION STATIONS XAVIER, VINE CREEK,
 JF1497'FREY, AND TAYLOR.
 JF1497
 JF1497                          STATION RECOVERY (1964)
 JF1497
 JF1497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JF1497'BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1498 ***********************************************************************
 JF1498  DESIGNATION -  ABILENE VUMORE CO MICROWAVE
 JF1498  PID         -  JF1498
 JF1498  STATE/COUNTY-  KS/DICKINSON
 JF1498  USGS QUAD   -  ABILENE (1979)
 JF1498
 JF1498                         *CURRENT SURVEY CONTROL
 JF1498  ___________________________________________________________________
 JF1498* NAD 83(1997)-  38 57 35.25392(N)    097 12 26.18578(W)     ADJUSTED  
 JF1498* NAVD 88     -                                                        
 JF1498  ___________________________________________________________________
 JF1498  LAPLACE CORR-          -8.51  (seconds)                    DEFLEC99
 JF1498  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 JF1498
 JF1498  HORZ ORDER  -  THIRD
 JF1498
 JF1498.The horizontal coordinates were established by classical geodetic methods
 JF1498.and adjusted by the National Geodetic Survey in October 1998..
 JF1498
 JF1498
 JF1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1498
 JF1498.The geoid height was determined by GEOID03.
 JF1498
 JF1498;                    North         East     Units Scale Factor Converg.
 JF1498;SPC KS N     -    69,844.390   468,706.904   MT  0.99996967   +0 30 05.6
 JF1498;UTM  14      - 4,313,842.980   655,328.485   MT  0.99989709   +1 07 38.8
 JF1498
 JF1498                          SUPERSEDED SURVEY CONTROL
 JF1498
 JF1498  NAD 83(1986)-  38 57 35.26123(N)    097 12 26.18466(W) AD(       ) 4
 JF1498  NAD 27      -  38 57 35.26718(N)    097 12 25.11273(W) AD(       ) 3
 JF1498
 JF1498.Superseded values are not recommended for survey control.
 JF1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1498.See file dsdata.txt to determine how the superseded data were derived.
 JF1498
 JF1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5532813843(NAD 83)
 JF1498_MARKER: 44 = MICROWAVE MAST
 JF1498
 JF1498  HISTORY     - Date     Condition        Report By
 JF1498  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1498  HISTORY     - 1987     GOOD             NGS
 JF1498  HISTORY     - 1987     GOOD             NOS
 JF1498
 JF1498                          STATION DESCRIPTION
 JF1498
 JF1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1498'THE POINT INTERSECTED WAS THE RED LIGHT ATOP OF THE ABILENE
 JF1498'VUMORE COMPANY INCORPORATED MICROWAVE MAST KDO 969 THAT IS
 JF1498'LOCATED 3.0 MILES NORTH AND 0.4 MILE EAST OF ABILENE.  IT
 JF1498'IS A RED AND WHITE MAST THAT IS 425 FEET HIGH.
 JF1498
 JF1498                          STATION RECOVERY (1987)
 JF1498
 JF1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CAA)
 JF1498'THE POINT INTERSECTED WAS THE RED LIGHT ATOP OF THE ABILENE VUMORE
 JF1498'COMPANY INCORPORATED MICROWAVE MAST KDO 969 THAT IS LOCATED 3.0
 JF1498'MILES NORTH AND 0.4 MILE EAST OF ABILENE.  IT IS RED AND WHITE MAST
 JF1498'THAT IS 425 FEET HIGH.
 JF1498
 JF1498                          STATION RECOVERY (1987)
 JF1498
 JF1498'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 JF1498'THE STATION WAS RECOVERED AT THIS DATE.
 JF1498'STATION RECOVERED IN GOOD CONDITION.
 JF1498'
 JF1498'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1492 ***********************************************************************
 JF1492  DESIGNATION -  ABILENE WEST MUN TANK
 JF1492  PID         -  JF1492
 JF1492  STATE/COUNTY-  KS/DICKINSON
 JF1492  USGS QUAD   -  ABILENE (1979)
 JF1492
 JF1492                         *CURRENT SURVEY CONTROL
 JF1492  ___________________________________________________________________
 JF1492* NAD 83(1997)-  38 55 07.07159(N)    097 14 30.58769(W)     ADJUSTED  
 JF1492* NAVD 88     -                                                        
 JF1492  ___________________________________________________________________
 JF1492  LAPLACE CORR-          -8.31  (seconds)                    DEFLEC99
 JF1492  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 JF1492
 JF1492  HORZ ORDER  -  THIRD
 JF1492
 JF1492.The horizontal coordinates were established by classical geodetic methods
 JF1492.and adjusted by the National Geodetic Survey in October 1998..
 JF1492
 JF1492
 JF1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1492
 JF1492.The geoid height was determined by GEOID03.
 JF1492
 JF1492;                    North         East     Units Scale Factor Converg.
 JF1492;SPC KS N     -    65,249.488   465,750.199   MT  0.99997355   +0 28 46.9
 JF1492;UTM  14      - 4,309,216.447   652,422.345   MT  0.99988608   +1 06 17.0
 JF1492
 JF1492                          SUPERSEDED SURVEY CONTROL
 JF1492
 JF1492  NAD 83(1986)-  38 55 07.07944(N)    097 14 30.58652(W) AD(       ) 4
 JF1492  NAD 27      -  38 55 07.08043(N)    097 14 29.51171(W) AD(       ) 3
 JF1492
 JF1492.Superseded values are not recommended for survey control.
 JF1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1492.See file dsdata.txt to determine how the superseded data were derived.
 JF1492
 JF1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5242209216(NAD 83)
 JF1492_MARKER: 53 = ELEVATED TANK
 JF1492
 JF1492  HISTORY     - Date     Condition        Report By
 JF1492  HISTORY     - 1961     FIRST OBSERVED   CGS
 JF1492  HISTORY     - 1970     GOOD             NGS
 JF1492  HISTORY     - 1987     GOOD             NOS
 JF1492
 JF1492                          STATION DESCRIPTION
 JF1492
 JF1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF1492'SITUATED IN ABILENE, AT THE NORTHEAST CORNER OF THE INTERSECTION
 JF1492'OF VAN BUREN STREET (U.S. HIGHWAY 40 BY-PASS) AND N.W. FOURTH
 JF1492'STREET, 75 FEET EAST FROM THE CENTER LINE OF VAN BUREN STREET,
 JF1492'AND AT THE EDGE OF N.W. FOURTH STREET, AN ELEVATED TANK SUPPORTED
 JF1492'BY A STEEL STRUCTURE.
 JF1492'
 JF1492'POINT INTERSECTED WAS THE METAL BALL APEXING THE CONICAL ROOF
 JF1492'OF THE TANK, ABOUT 135 FEET ABOVE THE GROUND.
 JF1492
 JF1492                          STATION RECOVERY (1970)
 JF1492
 JF1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1492'THE STATION WAS RECOVERED AS DESCRIBED BY W.W. HUSEMEYER IN 1961
 JF1492'AND FOUND IN GOOD CONDITION.
 JF1492'
 JF1492'THE NAME OF THIS STATION WAS CARRIED ON PUBLISHED FIELD DATA-
 JF1492'ABILENE, WEST MUNICIPAL WATER TANK.
 JF1492
 JF1492                          STATION RECOVERY (1987)
 JF1492
 JF1492'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 JF1492'THE STATION WAS RECOVERED AT THIS DATE.
 JF1492'STATION WAS RECOVERED IN GOOD CONDITION.
 JF1492'
 JF1492'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1045 ***********************************************************************
 HF1045  DESIGNATION -  AC 11
 HF1045  PID         -  HF1045
 HF1045  STATE/COUNTY-  KS/RENO
 HF1045  USGS QUAD   -  CASTLETON (1965)
 HF1045
 HF1045                         *CURRENT SURVEY CONTROL
 HF1045  ___________________________________________________________________
 HF1045* NAD 83(1986)-  37 47 31.     (N)    097 54 02.     (W)     SCALED    
 HF1045* NAVD 88     -       440.734  (meters)    1445.97   (feet)  ADJUSTED  
 HF1045  ___________________________________________________________________
 HF1045  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 HF1045  DYNAMIC HT  -         440.389 (meters)    1444.84  (feet)  COMP
 HF1045  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 HF1045
 HF1045  VERT ORDER  -  SECOND    CLASS 0
 HF1045
 HF1045.The horizontal coordinates were scaled from a topographic map and have
 HF1045.an estimated accuracy of +/- 6 seconds.
 HF1045
 HF1045.The orthometric height was determined by differential leveling
 HF1045.and adjusted by the National Geodetic Survey in June 1991..
 HF1045
 HF1045.The geoid height was determined by GEOID03.
 HF1045
 HF1045.The dynamic height is computed by dividing the NAVD 88
 HF1045.geopotential number by the normal gravity value computed on the
 HF1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1045.degrees latitude (g = 980.6199 gals.).
 HF1045
 HF1045.The modeled gravity was interpolated from observed gravity values.
 HF1045
 HF1045;                    North         East    Units  Estimated Accuracy
 HF1045;SPC KS S     -   525,060.      452,800.      MT  (+/- 180 meters Scaled)
 HF1045
 HF1045                          SUPERSEDED SURVEY CONTROL
 HF1045
 HF1045  NGVD 29 (??/??/92)  440.586  (m)         1445.49   (f) ADJ UNCH    2 0
 HF1045
 HF1045.Superseded values are not recommended for survey control.
 HF1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1045.See file dsdata.txt to determine how the superseded data were derived.
 HF1045
 HF1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG968833(NAD 83)
 HF1045_MARKER: P = PIPE CAP
 HF1045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HF1045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HF1045_STAMPING: A C 11
 HF1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1045
 HF1045  HISTORY     - Date     Condition        Report By
 HF1045  HISTORY     - UNK      MONUMENTED       BOR
 HF1045  HISTORY     - 1956     GOOD             NGS
 HF1045
 HF1045                          STATION DESCRIPTION
 HF1045
 HF1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF1045'9.3 MI SE FROM CASTLETON.
 HF1045'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF1045'RAILROAD FROM THE STATION AT CASTLETON, THENCE 0.9 MILE EAST
 HF1045'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 HF1045'ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0
 HF1045'MILE SOUTH ALONG STATE HIGHWAY 17, THENCE 1.0 MILE EAST ALONG
 HF1045'A GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD,
 HF1045'THENCE 1.0 MILE EAST ALONG AN OILED ROAD, 30 FEET WEST OF THE
 HF1045'CENTER LINE OF A NORTH AND SOUTH ROAD, 27 FEET SOUTH OF THE
 HF1045'CENTER LINE OF AN EAST AND WEST ROAD, 5 FEET WEST OF A POWER
 HF1045'POLE, 5 FEET NORTH OF A FENCE, 1.2 FEET EAST OF A WITNESS POST,
 HF1045'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE
 HF1045'THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 18, TOWNSHIP 26 SOUTH,
 HF1045'RANGE 5 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1039 ***********************************************************************
 HF1039  DESIGNATION -  AC 4
 HF1039  PID         -  HF1039
 HF1039  STATE/COUNTY-  KS/RENO
 HF1039  USGS QUAD   -  CHENEY (1982)
 HF1039
 HF1039                         *CURRENT SURVEY CONTROL
 HF1039  ___________________________________________________________________
 HF1039* NAD 83(1986)-  37 44 00.     (N)    097 51 46.     (W)     SCALED    
 HF1039* NAVD 88     -       455.164  (meters)    1493.32   (feet)  ADJUSTED  
 HF1039  ___________________________________________________________________
 HF1039  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HF1039  DYNAMIC HT  -         454.803 (meters)    1492.13  (feet)  COMP
 HF1039  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 HF1039
 HF1039  VERT ORDER  -  SECOND    CLASS 0
 HF1039
 HF1039.The horizontal coordinates were scaled from a topographic map and have
 HF1039.an estimated accuracy of +/- 6 seconds.
 HF1039
 HF1039.The orthometric height was determined by differential leveling
 HF1039.and adjusted by the National Geodetic Survey in June 1991..
 HF1039
 HF1039.The geoid height was determined by GEOID03.
 HF1039
 HF1039.The dynamic height is computed by dividing the NAVD 88
 HF1039.geopotential number by the normal gravity value computed on the
 HF1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1039.degrees latitude (g = 980.6199 gals.).
 HF1039
 HF1039.The modeled gravity was interpolated from observed gravity values.
 HF1039
 HF1039;                    North         East    Units  Estimated Accuracy
 HF1039;SPC KS S     -   518,580.      456,170.      MT  (+/- 180 meters Scaled)
 HF1039
 HF1039                          SUPERSEDED SURVEY CONTROL
 HF1039
 HF1039  NGVD 29 (??/??/92)  455.015  (m)         1492.83   (f) ADJ UNCH    2 0
 HF1039
 HF1039.Superseded values are not recommended for survey control.
 HF1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1039.See file dsdata.txt to determine how the superseded data were derived.
 HF1039
 HF1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG002768(NAD 83)
 HF1039_MARKER: P = PIPE CAP
 HF1039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HF1039_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HF1039_STAMPING: A C 4
 HF1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1039
 HF1039  HISTORY     - Date     Condition        Report By
 HF1039  HISTORY     - UNK      MONUMENTED       BOR
 HF1039  HISTORY     - 1956     GOOD             NGS
 HF1039
 HF1039                          STATION DESCRIPTION
 HF1039
 HF1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF1039'12.8 MI NW FROM CHENEY.
 HF1039'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1039'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A
 HF1039'GRADED DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54,
 HF1039'THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.5 MILES
 HF1039'WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A
 HF1039'GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD,
 HF1039'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 HF1039'WEST ALONG AN OILED ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED
 HF1039'DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, AT THE
 HF1039'KINGMAN AND RENO COUNTY LINE, 38 FEET WEST OF THE CENTER LINE
 HF1039'OF A NORTH AND SOUTH ROAD, 20 FEET NORTH OF THE CENTER LINE OF
 HF1039'AN EAST AND WEST ROAD, 7 FEET WEST OF A POWER POLE, 1.8 FEET
 HF1039'EAST OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE
 HF1039'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4
 HF1039'OF SECTION 33, TOWNSHIP 26 SOUTH, RANGE 5 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0813 ***********************************************************************
 KH0813  DESIGNATION -  ACHILLES RESET
 KH0813  PID         -  KH0813
 KH0813  STATE/COUNTY-  KS/RAWLINS
 KH0813  USGS QUAD   -  ACHILLES (1965)
 KH0813
 KH0813                         *CURRENT SURVEY CONTROL
 KH0813  ___________________________________________________________________
 KH0813* NAD 83(1997)-  39 40 09.52808(N)    100 48 55.18182(W)     ADJUSTED  
 KH0813* NAVD 88     -       907.     (meters)    2976.     (feet)  SCALED    
 KH0813  ___________________________________________________________________
 KH0813  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 KH0813  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 KH0813
 KH0813  HORZ ORDER  -  SECOND
 KH0813
 KH0813.The horizontal coordinates were established by classical geodetic methods
 KH0813.and adjusted by the National Geodetic Survey in October 1998..
 KH0813
 KH0813.The orthometric height was scaled from a topographic map.
 KH0813
 KH0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0813
 KH0813.The geoid height was determined by GEOID03.
 KH0813
 KH0813;                    North         East     Units Scale Factor Converg.
 KH0813;SPC KS N     -   152,067.591   158,475.479   MT  0.99998349   -1 46 52.7
 KH0813;UTM  14      - 4,392,630.173   344,294.359   MT  0.99989849   -1 09 32.6
 KH0813
 KH0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0813!SPC KS N     -   0.99986150  x   0.99998349  =   0.99984499
 KH0813!UTM  14      -   0.99986150  x   0.99989849  =   0.99976000
 KH0813
 KH0813:                Primary Azimuth Mark                     Grid Az
 KH0813:SPC KS N     -  ENNE LUTHERAN CHURCH SPIRE               014 48 53.2
 KH0813:UTM  14      -  ENNE LUTHERAN CHURCH SPIRE               014 11 33.1
 KH0813
 KH0813|---------------------------------------------------------------------|
 KH0813| PID    Reference Object                     Distance      Geod. Az  |
 KH0813|                                                           dddmmss.s |
 KH0813| KH0820 ENNE LUTHERAN CHURCH SPIRE          APPROX.14.0 KM 0130200.5 |
 KH0813| CN8520 ACHILLES RM 1                                      07726     |
 KH0813| CN8519 ACHILLES AZ MK                                     0905745.6 |
 KH0813| CN8524 ACHILLES RM 5                                      0905802.4 |
 KH0813| CN8522 ACHILLES RM 3                        31.970 METERS 15630     |
 KH0813| CN8521 ACHILLES RM 2                                      18534     |
 KH0813| CN8523 ACHILLES RM 4                        11.768 METERS 22749     |
 KH0813|---------------------------------------------------------------------|
 KH0813
 KH0813                          SUPERSEDED SURVEY CONTROL
 KH0813
 KH0813  NAD 83(1997)-  39 40 09.53026(N)    100 48 55.18392(W) AD(       ) 2
 KH0813  NAD 83(1986)-  39 40 09.53124(N)    100 48 55.18470(W) AD(       ) 2
 KH0813  NAD 27      -  39 40 09.52100(N)    100 48 53.65100(W) AD(       ) 2
 KH0813
 KH0813.Superseded values are not recommended for survey control.
 KH0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0813.See file dsdata.txt to determine how the superseded data were derived.
 KH0813
 KH0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4429492630(NAD 83)
 KH0813_MARKER: DS = TRIANGULATION STATION DISK
 KH0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0813
 KH0813  HISTORY     - Date     Condition        Report By
 KH0813  HISTORY     - 1950     MONUMENTED       CGS
 KH0813  HISTORY     - 1973     SEE DESCRIPTION  NGS
 KH0813
 KH0813                          STATION DESCRIPTION
 KH0813
 KH0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0813'THE STATION IS LOCATED ABOUT 15.0 MILES WEST AND 11.0 MILES
 KH0813'SOUTH OF OBERLIN AND ABOUT 15.0 MILES SOUTHEAST OF ATWOOD
 KH0813'ON THE ROAD RIGHT-OF-WAY, IN THE NORTHWEST CORNER OF A TRIANGULAR
 KH0813'PLOT OF GROUND FORMED BY A CURVE IN THE ROAD.  IT IS 64 FEET
 KH0813'NORTHWEST OF THE CENTER OF ROAD, 8 FEET EAST OF A NORTH-SOUTH
 KH0813'FENCE LINE, 6 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 2
 KH0813'FEET SOUTH OF A WITNESS POST.  IT IS STAMPED ACHILLES 1950
 KH0813'AND PROJECTS 4 INCHES.
 KH0813'
 KH0813'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 37 FEET
 KH0813'NORTH OF THE CENTER OF ROAD AND 1 FOOT SOUTH OF AN EAST-WEST
 KH0813'FENCE LINE.  IT IS STAMPED ACHILLES NO 1 1950 AND PROJECTS
 KH0813'5 INCHES.
 KH0813'
 KH0813'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 25 FEET
 KH0813'WEST OF THE CENTER OF ROAD, 20 FEET SOUTH OF THE SOUTH END
 KH0813'OF A WIRE GATE AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 KH0813'IT IS STAMPED ACHILLES NO 2 1950 AND PROJECTS 5 INCHES.
 KH0813'
 KH0813'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 115.81
 KH0813'FEET.
 KH0813'
 KH0813'THE AZIMUTH MARK IS IN A NORTH-SOUTH FENCE LINE, 32 FEET SOUTH
 KH0813'OF THE CENTER OF ROAD, 10 FEET SOUTH OF A FENCE CORNER AND
 KH0813'1 FOOT SOUTH OF A WITNESS POST.  IT IS STAMPED ACHILLES 1950
 KH0813'AND PROJECTS 3 INCHES.
 KH0813'
 KH0813'TO REACH THE STATION FROM THE POST OFFICE IN OBERLIN, GO
 KH0813'NORTH FOR 0.5 MILE TO U.S. HIGHWAY 36, TURN LEFT AND GO WEST
 KH0813'FOR 0.3 MILE TO JUNCTION OF U.S. HIGHWAYS 83 AND 36, CONTINUE
 KH0813'WEST ON U.S. HIGHWAY 36 FOR 10.0 MILES TO A CROSSROAD.  TURN
 KH0813'LEFT AND GO SOUTH ON GRADED ROAD FOR 10.0 MILES TO A T ROAD
 KH0813'RIGHT, TURN RIGHT AND GO WEST ON DIRT ROAD FOR 4.0 MILES TO
 KH0813'A T ROAD LEFT.  TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR
 KH0813'1.0 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO WEST ON DIRT
 KH0813'ROAD FOR 0.5 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 KH0813'CONTINUE WEST FOR 0.5 MILE TO A POINT WHERE ROAD CURVES
 KH0813'SOUTH AND STATION ON RIGHT AS DESCRIBED.
 KH0813'
 KH0813'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KH0813
 KH0813                          STATION RECOVERY (1973)
 KH0813
 KH0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KH0813'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION.
 KH0813'THE TOP OF THE SURFACE STATION MARK WAS FOUND BROKEN OFF.
 KH0813'REFERENCE MARK 1 AND REFERENCE MARK 2 WERE DESTROYED BY ROAD
 KH0813'CONSTRUCTION.  THE AZIMUTH MARK WAS FOUND TILTED OUT OF
 KH0813'POSITION.  A NEW SURFACE STATION MARK WAS SET DIRECTLY OVER
 KH0813'THE UNDERGROUND MARK AND REFERENCE MARKS 3, 4 AND 5 WERE
 KH0813'ESTABLISHED THIS DATE.  TRIANGULATION STATION FALCONER 1950
 KH0813'WAS USED FOR THE TIE LINE TO ESTABLISH THE DIRECTIONS TO THE
 KH0813'REFERENCE MARKS.  FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 KH0813'
 KH0813'THE STATION IS LOCATED ABOUT 15.0 MILES WEST AND 11.0 MILES
 KH0813'SOUTH OF OBERLIN AND ABOUT 15.0 MILES SOUTHEAST OF ATWOOD,
 KH0813'ON COUNTY ROAD RIGHT-OF-WAY.
 KH0813'
 KH0813'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36
 KH0813'AND 83 AT THE NORTH SIDE OF OBERLIN, GO WEST ON HIGHWAY 36
 KH0813'FOR 13.4 MILES TO STATE ROAD 117 ON THE RIGHT AND A DIRT ROAD
 KH0813'ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DIRT ROAD FOR 5.0
 KH0813'MILE TO A CURVE RIGHT, WEST, CONTINUE WEST ON MAIN ROAD FOR
 KH0813'2.1 MILES TO CURVE LEFT, SOUTH, CONTINUE SOUTH ON THE MAIN
 KH0813'DIRT ROAD FOR 6.9 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 KH0813'RIGHT AND GO WEST ON A DIRT ROAD FOR 0.55 MILE TO REFERENCE
 KH0813'MARK 5 ON THE LEFT, SOUTH SIDE OF THE ROAD.  CONTINUE WEST
 KH0813'ON THE DIRT ROAD FOR 0.45 MILE TO WHERE THE ROAD CURVES
 KH0813'SOUTH AND THE STATION ON THE RIGHT, NORTHWEST OF THE CENTER
 KH0813'OF THE ROAD CURVE.
 KH0813'
 KH0813'THE STATION MARKS ARE STANDARD DISKS STAMPED ACHILLES 1950
 KH0813'1973, THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 KH0813'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND ON ITS SOUTH
 KH0813'SIDE AND 10 INCHES BELOW THE GROUND SURFACE ON ITS NORTH SIDE.
 KH0813'IT IS 38 FEET NORTH-NORTHEAST OF A POWER POLE, 19 FEET
 KH0813'EAST-SOUTHEAST OF A POWER POLE GUY POLE, 15 FEET NORTH OF THE
 KH0813'CENTER OF A TRACK ROAD, 9 FEET SOUTHEAST OF A CORNER FENCE
 KH0813'POST AND NORTH END GATE POST AND 1 FOOT SOUTHWEST OF A METAL
 KH0813'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 KH0813'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 KH0813'
 KH0813'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ACHILLES 1950
 KH0813'NO 3 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 KH0813'ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A
 KH0813'PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KH0813'24.5 FEET EAST OF THE CENTER OF THE DIRT ROAD, 16 FEET NORTH
 KH0813'OF A POWER POLE, 6.5 FEET SOUTH OF A GUY CABLE ANCHOR AND 1
 KH0813'FOOT WEST OF A METAL WITNESS POST.
 KH0813'
 KH0813'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ACHILLES 1950
 KH0813'NO 4 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED
 KH0813'ROD WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A
 KH0813'PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 35
 KH0813'FEET SOUTH-SOUTHWEST OF THE POWER POLE GUY POLE, 14.5 FEET
 KH0813'NORTHWEST OF THE POWER POLE AND 12 FEET SOUTH OF THE CENTER
 KH0813'OF THE TRACK ROAD.
 KH0813'
 KH0813'REFERENCE MARK 5 IS A STANDARD DISK STAMPED ACHILLES 1950
 KH0813'NO 5 1973, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 KH0813'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 34
 KH0813'FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 2.5 FEET WEST
 KH0813'OF A POWER POLE, 1.5 FEET EAST OF A WOOD FENCE POST AND 1
 KH0813'FOOT NORTH OF A METAL WITNESS POST.
 KH0813'
 KH0813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 KH0813'W AND 11 MILES S OF OBERLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0949 ***********************************************************************
 HH0949  DESIGNATION -  ADAMS
 HH0949  PID         -  HH0949
 HH0949  STATE/COUNTY-  KS/MEADE
 HH0949  USGS QUAD   -  KISMET SE (1983)
 HH0949
 HH0949                         *CURRENT SURVEY CONTROL
 HH0949  ___________________________________________________________________
 HH0949* NAD 83(1997)-  37 04 03.77982(N)    100 32 38.37108(W)     ADJUSTED  
 HH0949* NAVD 88     -       812.     (meters)    2664.     (feet)  SCALED    
 HH0949  ___________________________________________________________________
 HH0949  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HH0949  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 HH0949
 HH0949  HORZ ORDER  -  FIRST
 HH0949
 HH0949.The horizontal coordinates were established by classical geodetic methods
 HH0949.and adjusted by the National Geodetic Survey in October 1998..
 HH0949
 HH0949.The orthometric height was scaled from a topographic map.
 HH0949
 HH0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0949
 HH0949.The geoid height was determined by GEOID03.
 HH0949
 HH0949;                    North         East     Units Scale Factor Converg.
 HH0949;SPC KS S     -   446,503.790   218,228.699   MT  1.00004506   -1 15 21.9
 HH0949;SPC OK N     -   232,397.803   373,766.316   MT  1.00006880   -1 30 04.8
 HH0949;SPC OK N     -   762,458.46  1,226,264.99   sFT  1.00006880   -1 30 04.8
 HH0949;UTM  14      - 4,103,499.356   362,739.005   MT  0.99983210   -0 55 50.9
 HH0949
 HH0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0949!SPC KS S     -   0.99987676  x   1.00004506  =   0.99992182
 HH0949!SPC OK N     -   0.99987676  x   1.00006880  =   0.99994555
 HH0949!UTM  14      -   0.99987676  x   0.99983210  =   0.99970888
 HH0949
 HH0949:                Primary Azimuth Mark                     Grid Az
 HH0949:SPC KS S     -  ADAMS AZ MK                              005 00 00.0
 HH0949:SPC OK N     -  ADAMS AZ MK                              005 14 42.9
 HH0949:UTM  14      -  ADAMS AZ MK                              004 40 29.0
 HH0949
 HH0949|---------------------------------------------------------------------|
 HH0949| PID    Reference Object                     Distance      Geod. Az  |
 HH0949|                                                           dddmmss.s |
 HH0949| CK8758 ADAMS AZ MK                                        0034438.1 |
 HH0949| HH0921 MEADE MICH WISC PIPE MICROWAVE      APPROX. 6.4 KM 0841510.8 |
 HH0949| CK8759 ADAMS RM 1                            9.489 METERS 18443     |
 HH0949| CK8760 ADAMS RM 2                            8.202 METERS 26754     |
 HH0949|---------------------------------------------------------------------|
 HH0949
 HH0949                          SUPERSEDED SURVEY CONTROL
 HH0949
 HH0949  NAD 83(1997)-  37 04 03.78784(N)    100 32 38.37202(W) AD(       ) 1
 HH0949  NAD 83(1986)-  37 04 03.78680(N)    100 32 38.36781(W) AD(       ) 1
 HH0949  NAD 27      -  37 04 03.69395(N)    100 32 36.81851(W) AD(       ) 1
 HH0949
 HH0949.Superseded values are not recommended for survey control.
 HH0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0949.See file dsdata.txt to determine how the superseded data were derived.
 HH0949
 HH0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG6273903499(NAD 83)
 HH0949_MARKER: DS = TRIANGULATION STATION DISK
 HH0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0949
 HH0949  HISTORY     - Date     Condition        Report By
 HH0949  HISTORY     - 1970     MONUMENTED       NGS
 HH0949
 HH0949                          STATION DESCRIPTION
 HH0949
 HH0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0949'STATION IS LOCATED ABOUT 14 MILES SOUTH OF PLAINS, 13 MILES SOUTHEAST
 HH0949'OF KISMET, 4 MILES NORTH OF THE KANSAS-OKLAHOMA STATE LINE, 4 MILES
 HH0949'WEST OF STATE HIGHWAY 23, ON A SMALL KNOLL AND ON A PROPERTY OWNED
 HH0949'BY MR. HORACE ADAMS.
 HH0949'
 HH0949'TO REACH THE STATION FROM THE POST OFFICE IN MEADE GO SOUTH ON STATE
 HH0949'HIGHWAY 23 FOR 8.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 HH0949'STATE HIGHWAY 23 FOR 6.0 MILES TO A SIDE ROAD RIGHT.  (THIS IS
 HH0949'AFTER PASSING THE SOUTH SIDE OF MEADE COUNTY RECREATION AREA) TURN
 HH0949'RIGHT AND GO NORTHWEST AND WEST ON A SURFACED ROAD FOR 5.65 MILES
 HH0949'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 HH0949'5.75 MILES TO A CATTLE GUARD, THENCE SOUTH FOR 0.75 MILE TO THE
 HH0949'AZIMUTH MARK ON THE LEFT ON A LOW CUT BANK.  CONTINUE SOUTH FOR 0.7
 HH0949'MILE TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST FOR 0.1 MILE
 HH0949'TO THE STATION ON THE RIGHT.
 HH0949'
 HH0949'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED, ADAMS 1970,
 HH0949'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HH0949'FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET WEST-NORTHWEST OF
 HH0949'CENTER OF A GRAVELED ROAD AND 4.5 FEET WEST-NORTHWEST OF A METAL
 HH0949'WITNESS POST.
 HH0949'
 HH0949'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, ADAMS NO 1 1970, SET
 HH0949'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 HH0949'FLUSH WITH THE GROUND SURFACE.  IT IS 65 FEET WEST OF THE CENTER OF
 HH0949'A GRAVELED ROAD AND 30 FEET SOUTH OF A METAL WITNESS POST.
 HH0949'
 HH0949'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, ADAMS NO 2 1970, SET
 HH0949'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 HH0949'WITH THE GROUND SURFACE.  IT IS 108 FEET WEST OF CENTER OF A
 HH0949'GRAVELED ROAD AND 31 FEET WEST OF THE METAL WITNESS POST.
 HH0949'
 HH0949'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, ADAMS 1970, SET IN THE
 HH0949'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 HH0949'INCHES ABOVE THE GROUND SURFACE.  IT IS 49 FEET EAST OF THE CENTER
 HH0949'OF A GRAVELED ROAD AND 6 FEET EAST OF THE EDGE OF A CUT BANK
 HH0949'WHICH IS ABOUT 8 FEET HIGHER THAN THE ROAD.
 HH0949'
 HH0949'HEIGHT OF LIGHT ABOVE STATION MARK 1.29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1022 ***********************************************************************
 KF1022  DESIGNATION -  ADAMS RESET
 KF1022  PID         -  KF1022
 KF1022  STATE/COUNTY-  KS/WABAUNSEE
 KF1022  USGS QUAD   -  MAPLE HILL (1978)
 KF1022
 KF1022                         *CURRENT SURVEY CONTROL
 KF1022  ___________________________________________________________________
 KF1022* NAD 83(1997)-  39 02 41.06905(N)    096 04 25.31495(W)     ADJUSTED  
 KF1022* NAVD 88     -       400.4    (meters)    1314.     (feet)  VERTCON   
 KF1022  ___________________________________________________________________
 KF1022  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 KF1022  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 KF1022
 KF1022  HORZ ORDER  -  FIRST
 KF1022
 KF1022.The horizontal coordinates were established by classical geodetic methods
 KF1022.and adjusted by the National Geodetic Survey in October 1998..
 KF1022
 KF1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1022
 KF1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1022
 KF1022.The geoid height was determined by GEOID03.
 KF1022
 KF1022;                    North         East     Units Scale Factor Converg.
 KF1022;SPC KS N     -    80,747.526   566,744.721   MT  0.99996328   +1 13 07.7
 KF1022;UTM  14      - 4,325,817.545   753,256.866   MT  1.00038984   +1 50 39.6
 KF1022;UTM  15      - 4,326,238.761   233,984.152   MT  1.00047144   -1 56 14.4
 KF1022
 KF1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1022!SPC KS N     -   0.99994199  x   0.99996328  =   0.99990527
 KF1022!UTM  14      -   0.99994199  x   1.00038984  =   1.00033180
 KF1022!UTM  15      -   0.99994199  x   1.00047144  =   1.00041340
 KF1022
 KF1022:                Primary Azimuth Mark                     Grid Az
 KF1022:SPC KS N     -  ST MARYS MUNICIPAL TANK                  000 49 01.1
 KF1022:UTM  14      -  ST MARYS MUNICIPAL TANK                  000 11 29.2
 KF1022:UTM  15      -  ST MARYS MUNICIPAL TANK                  003 58 23.2
 KF1022
 KF1022|---------------------------------------------------------------------|
 KF1022| PID    Reference Object                     Distance      Geod. Az  |
 KF1022|                                                           dddmmss.s |
 KF1022| KF1016 ST MARYS MUNICIPAL TANK             APPROX.17.2 KM 0020208.8 |
 KF1022| KF1014 ST MARYS CATHOLIC CHURCH SPIRE      APPROX.16.4 KM 0022202.9 |
 KF1022| KF1017 ST MARY ST MARYS COLLEGE STACK      APPROX.16.4 KM 0033244.4 |
 KF1022| KF1015 ST MARYS CATHOLIC COLLEGE TANK      APPROX.16.5 KM 0045024.2 |
 KF1022| KF1021 MAPLE HILL MUNICIPAL TANK           APPROX. 5.9 KM 0403048.4 |
 KF1022| CL6700 ADAMS AZ MK                                        0461241.4 |
 KF1022| JE1841 DOVER RURAL WATER DIST 1 SPIPE      APPROX.15.8 KM 1241231.6 |
 KF1022| KF1023 MAPLE HILL TV STA WIBW TOWER        APPROX. 4.8 KM 1540314.6 |
 KF1022| CL6702 ADAMS RM 1                           63.234 METERS 17104     |
 KF1022| CL6705 ADAMS RM SOUTH                                     18139     |
 KF1022| CL6703 ADAMS RM 2                           88.298 METERS 22427     |
 KF1022| CL6704 ADAMS RM NORTH                                     35923     |
 KF1022| KF1020 BUFFALO MOUND AZ MK                 APPROX. 1.9 KM 3594829.8 |
 KF1022|---------------------------------------------------------------------|
 KF1022
 KF1022                          SUPERSEDED SURVEY CONTROL
 KF1022
 KF1022  NAD 83(1986)-  39 02 41.07559(N)    096 04 25.31040(W) AD(       ) 1
 KF1022  NAD 27      -  39 02 41.07800(N)    096 04 24.34200(W) AD(       ) 1
 KF1022  NGVD 29 (07/19/86)  400.3    (m)         1313.     (f) VERT ANG       
 KF1022
 KF1022.Superseded values are not recommended for survey control.
 KF1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1022.See file dsdata.txt to determine how the superseded data were derived.
 KF1022
 KF1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5325725818(NAD 83)
 KF1022_MARKER: Z = SEE DESCRIPTION
 KF1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1022
 KF1022  HISTORY     - Date     Condition        Report By
 KF1022  HISTORY     - 1888     MONUMENTED       CGS
 KF1022  HISTORY     - 1934     GOOD             CGS
 KF1022  HISTORY     - 1934     GOOD             CGS
 KF1022  HISTORY     - 1947     GOOD             CGS
 KF1022  HISTORY     - 1960     GOOD             CGS
 KF1022  HISTORY     - 1970     GOOD             NGS
 KF1022
 KF1022                          STATION DESCRIPTION
 KF1022
 KF1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1888 (FDG)
 KF1022'LOST.
 KF1022
 KF1022                          STATION RECOVERY (1934)
 KF1022
 KF1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KF1022'RECOVERED IN GOOD CONDITION, EXCEPT THAT THE REFERENCE
 KF1022'STONE TO THE SOUTHWARD APPEARS TO HAVE BEEN DISTURBED, AS
 KF1022'THE ARROW ON IT WAS NOT POINTING TO THE STATION.  A NEW
 KF1022'SURFACE MARK WAS SET IN OVER THE OLD MARK.  IT CONSISTS OF
 KF1022'A STANDARD BRONZE DISK SET IN CONCRETE,
 KF1022'AND IS STAMPED ADAMS 1888-1934.
 KF1022'
 KF1022'THE STATION IS ABOUT 3.5 MILES SOUTHWEST OF MAPLE HILL, IN
 KF1022'THE SOUTHWEST QUARTER OF SEC. 34, T. 11 S., R. 12 E., ON A
 KF1022'HIGH PROMINENT RIDGE, 38.9 FEET FROM THE WEST BROW OF THE RIDGE,
 KF1022'53.5 FEET SOUTH OF THE NORTH BROW OF THE RIDGE, 56.8 FEET
 KF1022'WEST OF THE EAST BROW OF THE RIDGE, AND 296.4 FEET NORTH OF
 KF1022'AN EAST-AND-WEST FENCE.
 KF1022'
 KF1022'TO REACH FROM THE MAPLE HILL RAILROAD STATION, GO EAST AND
 KF1022'SOUTH ON STATE HIGHWAY 10 FOR 2.0 MILES TO WHERE THE HIGHWAY
 KF1022'TURNS EAST, AT WHICH POINT TOPEKA IS 19 MILES DISTANT.  GO
 KF1022'1 MILE SOUTH FROM HERE ON A GRAVEL ROAD, THEN GO WEST 1.0
 KF1022'MILE, SOUTH 0.5 MILE, AND WEST 0.5 MILE TO WHERE GRAVEL ROAD
 KF1022'TURN RIGHT.  CONTINUE WEST ON A DIRT ROAD 0.6 MILE TO MR.
 KF1022'VILANDERS HOUSE.  GO WEST THROUGH WHEAT FIELD 0.5 MILE TO A
 KF1022'GATE LEADING INTO PASTURE, AND CONTINUE UP A HILL THROUGH
 KF1022'THE PASTURE FOR 0.3 MILE TO A FENCE CORNER ON THE TOP OF THE
 KF1022'RIDGE.  THEN GO NORTH AROUND FENCE CORNER AND CONTINUE ALONG
 KF1022'THE RIDGE FOR 0.5 MILE TO AN EAST-AND-WEST FENCE AND THE
 KF1022'STATION IS 296.4 FEET NORTH OF THIS FENCE.
 KF1022'
 KF1022'THE TWO OLD REFERENCE MARKS ARE LIMESTONE POSTS ABOUT 6
 KF1022'INCHES SQUARE AND PROJECT ABOUT 1 INCH ABOVE GROUND.  ONE
 KF1022'IS 7.09 FEET NORTH OF THE STATION, AND THE OTHER IS 9.50
 KF1022'FEET SOUTH OF THE STATION.
 KF1022'
 KF1022'TWO NEW REFERENCE MARKS WERE ESTABLISHED, EACH A STANDARD
 KF1022'BRONZE DISK SET IN CONCRETE.  REFERENCE
 KF1022'MARK NO. 1 IS 207.33 FEET SOUTHEAST OF THE STATION, 8 INCHES
 KF1022'NORTH OF FENCE, AND ABOUT 2 FEET EAST OF THE EAST BROW OF THE
 KF1022'RIDGE.  REFERENCE MARK NO. 2 IS 289.75 FEET SOUTHWEST OF THE
 KF1022'STATION, 8 INCHES NORTH OF FENCE, AND ABOUT 1.0 FOOT WEST OF THE
 KF1022'WEST BROW OF THE RIDGE.
 KF1022'
 KF1022'AN AZIMUTH MARK WAS ESTABLISHED APPROXIMATELY 0.5 MILE FROM
 KF1022'THE STATION ON THE NORTHEAST END OF THE RIDGE, 52.5 FEET SOUTH
 KF1022'OF THE NORTH BROW, 51.9 FEET WEST OF THE EAST BROW, AND 32.9
 KF1022'FEET NORTH OF THE SOUTH BROW.  THE MARK IS A STANDARD BRONZE
 KF1022'DISK SET IN CONCRETE.
 KF1022'IT CAN BE REACHED FROM THE STATION BY GOING NORTH AND EAST
 KF1022'FOR 0.5 MILE ALONG THE RIDGE.
 KF1022
 KF1022                          STATION RECOVERY (1934)
 KF1022
 KF1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KF1022'THE STATION WAS RESET IN 1934.  IT IS IN A BLOCK OF CONCRETE
 KF1022'6 BY 8 INCHES WHICH PROJECTS 12 INCHES ABOVE GROUND.
 KF1022'
 KF1022'REFERENCE MARK NO. 1 IS SOUTH 19 DEG EAST (MAGNETIC) 70
 KF1022'YARDS.  REFERENCE NO. 2 IS SOUTH 37.5 DEG WEST (MAGNETIC)
 KF1022'97 YARDS.  BOTH MARKS ARE ABOUT 8 INCHES HIGH BY 9 INCHES
 KF1022'SQUARE.
 KF1022'
 KF1022'THE NORTH POINTER IS 7 FEET AND THE SOUTH 9.5 FEET FROM THE
 KF1022'STATION.
 KF1022
 KF1022                          STATION RECOVERY (1947)
 KF1022
 KF1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1022'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 KF1022'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KF1022'
 KF1022'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF MAPLE
 KF1022'HILL ON THE HIGHEST POINT OF A PROMINENT RIDGE RUNNING NORTH AND
 KF1022'SOUTH.  IT IS 56 FEET WEST OF THE EAST EDGE OF THE RIDGE,
 KF1022'53 FEET SOUTH OF WHERE THE RIDGE SLOPES TO THE NORTH, 206
 KF1022'FEET NORTH OF AN EAST-WEST FENCE LINE AND 270 FEET WEST OF
 KF1022'A NORTH-SOUTH FENCE LINE.  IT IS A STANDARD DISK, STAMPED
 KF1022'ADAMS 1888 1934, SET IN THE TOP OF A 6 BY 8 INCH CONCRETE
 KF1022'POST PROJECTING 12 INCHES.
 KF1022'
 KF1022'REFERENCE POST NORTH OF THE STATION IS A 6-INCH SQUARE
 KF1022'LIMESTONE POST PROJECTING 1 FOOT.  IT IS THE SAME ELEVATION
 KF1022'AS THE STATION AND HAS A CHISELED CROSS ON THE TOP.
 KF1022'
 KF1022'REFERENCE POST SOUTH OF THE STATION IS A 6-INCH SQUARE LIMESTONE
 KF1022'POST PROJECTING 1 FOOT.  IT IS THE SAME ELEVATION AS THE STATION
 KF1022'AND HAS A CHISELED CROSS ON THE TOP.
 KF1022'
 KF1022'REFERENCE MARK NO. 1 IS ON THE SOUTHEAST SLOPE OF THE
 KF1022'RIDGE AND ABOUT 3 FEET LOWER THAN THE STATION.  IT IS 275
 KF1022'FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF AN EAST-WEST
 KF1022'FENCE LINE.  IT IS STAMPED ADAMS 1934 AND PROJECTS 8 INCHES.
 KF1022'
 KF1022'REFERENCE MARK NO. 2 IS ON THE SOUTHWEST SLOPE
 KF1022'OF THE RIDGE AND ABOUT 2 FEET LOWER THAN THE STATION.  IT IS
 KF1022'1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED ADAMS
 KF1022'1934 AND PROJECTS 8 INCHES.
 KF1022'
 KF1022'AZIMUTH MARK IS ON THE NORTHEAST END OF A RIDGE
 KF1022'AND 100 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KF1022'ADAMS AZI 1934 AND PROJECTS 8 INCHES.
 KF1022'
 KF1022'TO REACH THE STATION FROM THE RAILROAD STATION IN MAPLE
 KF1022'HILL, GO EAST ON GRAVELED ROAD FOR 0.4 MILE TO A T INTERSECTION,
 KF1022'TURN RIGHT AND FOLLOW MAIN ROAD SOUTH FOR 1.4 MILES TO STATE
 KF1022'HIGHWAY 10.  TURN RIGHT, WEST, ON STATE HIGHWAY 10 AND GO
 KF1022'1.0 MILE, TURN LEFT AND GO 1.6 MILES TO WHERE THE MAIN ROAD
 KF1022'TURNS LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.55 MILE TO A
 KF1022'ROAD LEADING LEFT.  KEEP STRAIGHT AHEAD ON DIRT ROAD FOR 0.5
 KF1022'MILE TO A GATE AND END OF DIRT ROAD.  PASS THROUGH GATE AND
 KF1022'FOLLOW TRACK ROAD WEST ALONG THE SOUTH SIDE OF AN EAST-WEST
 KF1022'FENCE LINE FOR 0.1 MILE TO A GATE.  PASS THROUGH GATE AND
 KF1022'KEEP RIGHT FORK AND FOLLOW DIM TRACK ROAD NORTHWEST ACROSS
 KF1022'PASTURE FOR 0.5 MILE TO A WIRE GATE IN NORTH-SOUTH FENCE
 KF1022'LINE ABOUT 200 YARDS SOUTH OF A FENCE CORNER.  PASS
 KF1022'THROUGH GATE AND GO UP STEEP GRADE FOR 0.1 MILE TO THE TOP
 KF1022'OF THE RIDGE, BEAR RIGHT ALONG THE TOP OF THE RIDGE FOR 0.1
 KF1022'MILE TO AN EAST-WEST FENCE LINE.  TURN LEFT AND GO TO
 KF1022'THE FENCE CORNER, TURN RIGHT AROUND CORNER AND GO 0.5 MILE
 KF1022'TO THE SUMMIT OF THE RIDGE AND AN EAST-WEST FENCE LINE.
 KF1022'TAKE DOWN FENCE AND GO 100 YARDS TO THE STATION ON THE
 KF1022'HIGHEST POINT.
 KF1022'
 KF1022'A 47 FOOT SIGNAL AT ZEAN DALE 1888 IS V.G.
 KF1022'
 KF1022'A 47 FOOT SIGNAL AT DELIA IS V.G.
 KF1022'
 KF1022'A 4 FOOT SIGNAL AT PAXICO IS V.G.
 KF1022'
 KF1022'A 4 FOOT SIGNAL AT ALMA IS V.G.
 KF1022'
 KF1022'A 4 FOOT SIGNAL AT BEL IS V.G.
 KF1022
 KF1022                          STATION RECOVERY (1960)
 KF1022
 KF1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 KF1022'THE STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE
 KF1022'FOUND IN VERY GOOD CONDITION.
 KF1022
 KF1022                          STATION RECOVERY (1970)
 KF1022
 KF1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1022'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KF1022'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 KF1022'DIRECTION TO THE MARKS CHECKED FAVORABLE WITH THE OLD DATA.
 KF1022'DUE TO ROUTE CHANGES, FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KF1022'
 KF1022'STATION IS LOCATED ABOUT 11-3/4 MILES EAST-NORTHEAST OF ALMA,
 KF1022'5.0 MILES SOUTHEAST OF PAXICO, 4.0 MILES SOUTHWEST OF MAPLE
 KF1022'HILL, 1.0 MILE SOUTH OF INTERSTATE HIGHWAY 70, ON THE
 KF1022'HIGHEST POINT OF A PROMINENT NORTH-SOUTH RIDGE.  IT IS ON THE
 KF1022'ADAMS RANCH WHICH IS OWNED BY MR. DAVID ADAMS.  PERMISSION WAS
 KF1022'OBTAINED FROM THE RANCH FOREMAN MR. HERBERT CRAWSHAW.  IT IS
 KF1022'IN SOUTHWEST 1/4 SECTION 34, T 11 S, R 12 E.
 KF1022'
 KF1022'TO REACH THE STATION FROM THE POST OFFICE IN MAPLE HILL,
 KF1022'GO SOUTHERLY ON STATE HIGHWAY 30 FOR 2.1 MILES TO OVERPASS
 KF1022'OVER INTERSTATE HIGHWAY 70, CONTINUE SOUTHERLY ON THE GRAVEL
 KF1022'ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT, KEEP RIGHT AND
 KF1022'CONTINUE SOUTHERLY ON THE ROAD FOR 0.9 MILE TO WHERE THE ROAD
 KF1022'TURNS SHARP TO THE SOUTH, TURN LEFT AND CONTINUE SOUTH ON THE
 KF1022'ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT, WHICH IS JUST SOUTH OF
 KF1022'A RANCH HOUSE, TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.75
 KF1022'MILE TO A WIRE GATE ACROSS THE ROAD.  PASS THROUGH THE GATE
 KF1022'AND FOLLOW BLADED AND TRACK ROAD NORTHERLY ACROSS PASTURE
 KF1022'LAND FOR 0.75 MILE TO A GATE WHICH IS JUST WEST OF A WIND
 KF1022'MILL.  PASS THROUGH THE GATE AND BEAR RIGHT AND GO ACROSS
 KF1022'COUNTRY FOR 0.25 MILE TO A GATE IN THE NORTHEAST FENCE
 KF1022'CORNER.  PASS THROUGH THE GATE AND BEAR LEFT AND GO WEST
 KF1022'ACROSS COUNTRY FOR 0.1 MILE TO THE STATION ON TOP OF A
 KF1022'PROMINENT RIDGE.  TO REACH THE AZIMUTH MARK FROM THE
 KF1022'STATION, GO EAST ACROSS PASTURE TO A FENCE, THENCE FOLLOW THE
 KF1022'FENCE LINE ALONG THE WEST AND NORTH SIDE OF THE FENCE FOR
 KF1022'0.6 MILE TO THE END OF A RIDGE JUST BEFORE IT DROPS OFF
 KF1022'TO THE EAST AND THE AZIMUTH MARK ON THE RIGHT.
 KF1022'
 KF1022'STATION MARK IS A STANDARD DISK, STAMPED ADAMS 1888 1934,
 KF1022'SET IN THE TOP OF A 6 X 7 INCH CONCRETE MONUMENT WHICH PROJECTS
 KF1022'ABOUT 6 INCHES.  IT IS ON THE NORTHERN POINT OF A PROMINENT
 KF1022'RIDGE AND IS 206.0 FEET NORTH OF A EAST-WEST FENCE.
 KF1022'
 KF1022'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ADAMS NO 1 1934,
 KF1022'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KF1022'ABOUT 6 INCHES.  IT IS ABOUT 10.0 INCHES NORTH OF THE FENCE.
 KF1022'
 KF1022'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ADAMS NO 2 1934,
 KF1022'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KF1022'PROJECTS 13 INCHES ON THE NORTH SIDE AND 4 INCHES ON THE
 KF1022'SOUTH SIDE.  IT IS 7 INCHES NORTH OF THE FENCE.
 KF1022'
 KF1022'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 KF1022'ADAMS AZI 1934, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KF1022'MONUMENT WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 KF1022'SURFACE.  IT IS ON THE SOUTH END OF A RIDGE AND IS 125.0 FEET
 KF1022'SOUTH OF A FENCE.
 KF1022'
 KF1022'HEIGHT OF LIGHT ABOVE STATION MARK 5.7 FEET.
 KF1022'
 KF1022'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.0 MILES
 KF1022'SOUTHWEST OF MAPLE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0802 ***********************************************************************
 HH0802  DESIGNATION -  ADDINGTON
 HH0802  PID         -  HH0802
 HH0802  STATE/COUNTY-  KS/MORTON
 HH0802  USGS QUAD   -  ELKHART NW (1973)
 HH0802
 HH0802                         *CURRENT SURVEY CONTROL
 HH0802  ___________________________________________________________________
 HH0802* NAD 83(1997)-  37 10 14.30835(N)    101 59 42.97448(W)     ADJUSTED  
 HH0802* NAVD 88     -      1108.3    (meters)    3636.     (feet)  VERTCON   
 HH0802  ___________________________________________________________________
 HH0802  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 HH0802  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 HH0802
 HH0802  HORZ ORDER  -  FIRST
 HH0802
 HH0802.The horizontal coordinates were established by classical geodetic methods
 HH0802.and adjusted by the National Geodetic Survey in October 1998..
 HH0802
 HH0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0802
 HH0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0802
 HH0802.The geoid height was determined by GEOID03.
 HH0802
 HH0802;                    North         East     Units Scale Factor Converg.
 HH0802;SPC KS S     -   461,752.273    89,643.162   MT  1.00002026   -2 08 52.6
 HH0802;SPC CO S     -   366,572.601 1,225,595.827   MT  1.00001197   +2 08 59.0
 HH0802;SPC CO S     - 1,202,663.61  4,020,975.64   sFT  1.00001197   +2 08 59.0
 HH0802;UTM  14      - 4,118,004.598   234,056.349   MT  1.00047134   -1 48 38.8
 HH0802;UTM  13      - 4,118,031.197   766,783.671   MT  1.00047685   +1 48 59.4
 HH0802
 HH0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0802!SPC KS S     -   0.99982997  x   1.00002026  =   0.99985023
 HH0802!SPC CO S     -   0.99982997  x   1.00001197  =   0.99984194
 HH0802!UTM  14      -   0.99982997  x   1.00047134  =   1.00030123
 HH0802!UTM  13      -   0.99982997  x   1.00047685  =   1.00030674
 HH0802
 HH0802|---------------------------------------------------------------------|
 HH0802| PID    Reference Object                     Distance      Geod. Az  |
 HH0802|                                                           dddmmss.s |
 HH0802| CM7337 ADDINGTON RM 1                       37.216 METERS 11815     |
 HH0802| CM7336 ADDINGTON AZ MK                                    1302023.7 |
 HH0802| HH0800 ELKHART MUNICIPAL STANDPIPE         APPROX.20.7 KM 1553142.8 |
 HH0802| CM7338 ADDINGTON RM 2                       33.729 METERS 23905     |
 HH0802|---------------------------------------------------------------------|
 HH0802
 HH0802                          SUPERSEDED SURVEY CONTROL
 HH0802
 HH0802  NAD 83(1997)-  37 10 14.30829(N)    101 59 42.97440(W) AD(       ) 1
 HH0802  NAD 83(1997)-  37 10 14.31422(N)    101 59 42.96369(W) AD(       ) 1
 HH0802  NAD 83(1986)-  37 10 14.31665(N)    101 59 42.96248(W) AD(       ) 1
 HH0802  NAD 27      -  37 10 14.23270(N)    101 59 41.34800(W) AD(       ) 1
 HH0802  NGVD 29 (07/19/86) 1107.8    (m)         3635.     (f) VERT ANG       
 HH0802
 HH0802.Superseded values are not recommended for survey control.
 HH0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0802.See file dsdata.txt to determine how the superseded data were derived.
 HH0802
 HH0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG3405618005(NAD 83)
 HH0802_MARKER: DS = TRIANGULATION STATION DISK
 HH0802_SETTING: 0 = UNSPECIFIED SETTING
 HH0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0802+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 HH0802
 HH0802  HISTORY     - Date     Condition        Report By
 HH0802  HISTORY     - 1934     MONUMENTED       CGS
 HH0802  HISTORY     - 1964     MARK NOT FOUND   CGS
 HH0802  HISTORY     - 1972     SEE DESCRIPTION  USGS
 HH0802  HISTORY     - 20021107 GOOD             INDIV
 HH0802
 HH0802                          STATION DESCRIPTION
 HH0802
 HH0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0802'THIS STATION IS ABOUT 13-1/2 MILES NNW OF ELKHART ON A SMALL
 HH0802'RISE IN THE N RIGHT-OF-WAY FENCE LINE, 0.3 MILE W OF BUILDINGS
 HH0802'OF W.J. SPENCER, 30 FEET N OF THE CENTER LINE OF THE ROAD
 HH0802'RIGHT-OF-WAY IN SEC. 16, T 33 S, R 43 W, AND THE MARK PROJECTS
 HH0802'6 INCHES.
 HH0802'
 HH0802'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AT THE
 HH0802'CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.
 HH0802'
 HH0802'THE UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0802'BRONZE DISKS SET IN CONCRETE.
 HH0802'
 HH0802'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 2 FEET N OF THE S
 HH0802'RIGHT-OF-WAY FENCE, 28 FEET S OF THE CENTER LINE OF ROAD
 HH0802'RIGHT-OF-WAY, AND PROJECTS 9 INCHES.
 HH0802'
 HH0802'REFERENCE MARK NO. 2 IS SW OF THE STATION, 1 FOOT N OF THE S
 HH0802'RIGHT-OF-WAY FENCE, 29 FEET S OF THE CENTER LINE OF THE ROAD
 HH0802'RIGHT-OF-WAY, AND PROJECTS 6 INCHES.
 HH0802'
 HH0802'THE AZIMUTH MARK IS SE OF THE STATION, 0.3 MILE E AND 0.2 MILE S,
 HH0802'4 FEET E OF THE W RIGHT-OF-WAY FENCE LINE, AND PROJECTS 4
 HH0802'INCHES.
 HH0802'
 HH0802'THE STATION IS REACHED FROM THE INTERSECTION OF THE MAIN STREET
 HH0802'IN ELKHART AND STATE HIGHWAY 27 ON THE W EDGE OF THE TOWN, BY
 HH0802'GOING N ON STATE HIGHWAY 27 FOR 7.8 MILES TO THE CIMARRON RIVER.
 HH0802'CROSS THE RIVER AND CONTINUE N ON STATE HIGHWAY 27 FOR 3.4 MILES,
 HH0802'LEAVE STATE HIGHWAY 27, TURN LEFT ON A SECTION LINE ROAD, AND
 HH0802'GO W FOR 5.3 MILES TO THE STATION ON THE N RIGHT-OF-WAY FENCE
 HH0802'LINE.
 HH0802'
 HH0802'ALL OF THE OBJECTS, EXCEPT STATIONS REVOLUTION, RICHFIELD AND
 HH0802'STATION RILEY, ARE VISIBLE FROM THE GROUND.
 HH0802'
 HH0802'A 20-FOOT STAND WILL CLEAR ALL LINES.
 HH0802
 HH0802                          STATION RECOVERY (1964)
 HH0802
 HH0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AWH)
 HH0802'STATION WAS SEARCHED FOR BUT NOT FOUND.  THERE HAS BEEN APPROX.
 HH0802'5 FEET OF DIRT BLOWN INTO THIS AREA, JUDGING BY THE COMPLETELY
 HH0802'BURIED FENCE.  A CREW OF 4 MEN DUG FOR 4 HOURS IN SEARCH OF
 HH0802'THE STATION MARK, BUT TO NO AVAIL.  BOTH REFERENCE MARKS ARE
 HH0802'ALSO PRESUMED BURIED IN THIS BLOWN DIRT.
 HH0802'
 HH0802'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED, AND IS IN GOOD
 HH0802'CONDITION.
 HH0802
 HH0802                          STATION RECOVERY (1972)
 HH0802
 HH0802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0802'SEE NOS RECOVERY NOTE 1964 BURIED BY BLOWN IN SAND
 HH0802
 HH0802                          STATION RECOVERY (2002)
 HH0802
 HH0802'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CHC)
 HH0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1333 ***********************************************************************
 JF1333  DESIGNATION -  ADMIRE
 JF1333  PID         -  JF1333
 JF1333  STATE/COUNTY-  KS/LYON
 JF1333  USGS QUAD   -  ADMIRE (1971)
 JF1333
 JF1333                         *CURRENT SURVEY CONTROL
 JF1333  ___________________________________________________________________
 JF1333* NAD 83(1997)-  38 41 14.12809(N)    096 05 48.55210(W)     ADJUSTED  
 JF1333* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 JF1333  ___________________________________________________________________
 JF1333  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 JF1333  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JF1333
 JF1333  HORZ ORDER  -  FIRST
 JF1333
 JF1333.The horizontal coordinates were established by classical geodetic methods
 JF1333.and adjusted by the National Geodetic Survey in October 1998..
 JF1333
 JF1333.The orthometric height was scaled from a topographic map.
 JF1333
 JF1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1333
 JF1333.The geoid height was determined by GEOID03.
 JF1333
 JF1333;                    North         East     Units Scale Factor Converg.
 JF1333;SPC KS S     -   626,959.994   609,074.465   MT  1.00002608   +1 28 36.6
 JF1333;SPC KS N     -    41,029.430   565,577.556   MT  1.00000488   +1 12 15.0
 JF1333;UTM  14      - 4,286,073.005   752,518.207   MT  1.00038530   +1 48 56.3
 JF1333
 JF1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1333!SPC KS S     -   0.99994375  x   1.00002608  =   0.99996983
 JF1333!SPC KS N     -   0.99994375  x   1.00000488  =   0.99994863
 JF1333!UTM  14      -   0.99994375  x   1.00038530  =   1.00032903
 JF1333
 JF1333:                Primary Azimuth Mark                     Grid Az
 JF1333:SPC KS S     -  ADMIRE AZ MK 2                           359 12 28.7
 JF1333:SPC KS N     -  ADMIRE AZ MK 2                           359 28 50.3
 JF1333:UTM  14      -  ADMIRE AZ MK 2                           358 52 09.0
 JF1333
 JF1333|---------------------------------------------------------------------|
 JF1333| PID    Reference Object                     Distance      Geod. Az  |
 JF1333|                                                           dddmmss.s |
 JF1333| CL4141 ADMIRE AZ MK 2                                     0004105.3 |
 JF1333| CL4140 ADMIRE AZ MK                                       0004232.0 |
 JF1333| JF1335 KANSAS TURNPIKE MICROWAVE MAST      APPROX. 6.9 KM 1244644.5 |
 JF1333| CL4142 ADMIRE RM 1                          24.778 METERS 22522     |
 JF1333| CL4143 ADMIRE RM 2                          27.093 METERS 32357     |
 JF1333| JF1327 ESKRIDGE MUNICIPAL TANK             APPROX.19.3 KM 3553722.5 |
 JF1333|---------------------------------------------------------------------|
 JF1333
 JF1333                          SUPERSEDED SURVEY CONTROL
 JF1333
 JF1333  NAD 83(1986)-  38 41 14.13493(N)    096 05 48.55166(W) AD(       ) 1
 JF1333  NAD 27      -  38 41 14.10615(N)    096 05 47.57548(W) AD(       ) 1
 JF1333
 JF1333.Superseded values are not recommended for survey control.
 JF1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1333.See file dsdata.txt to determine how the superseded data were derived.
 JF1333
 JF1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5251886073(NAD 83)
 JF1333_MARKER: DS = TRIANGULATION STATION DISK
 JF1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1333
 JF1333  HISTORY     - Date     Condition        Report By
 JF1333  HISTORY     - 1957     MONUMENTED       CGS
 JF1333  HISTORY     - 1968     GOOD             CGS
 JF1333
 JF1333                          STATION DESCRIPTION
 JF1333
 JF1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 JF1333'THE STATION IS ON A HIGH RIDGE ABOUT 3 MILES NORTH OF ADMIRE,
 JF1333'12 MILES SOUTH OF ESKRIDGE, ON THE EAST SIDE OF STATE HIGHWAY 99,
 JF1333'ON PASTURE LAND OWNED BY MR. EDGAR MILLER WHO LIVES IN ADMIRE,
 JF1333'KANSAS.  IT IS 85 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JF1333'84 FEET NORTH OF A WHITE WITNESS POST AND 60 FEET SOUTHEAST
 JF1333'OF A CONCRETE RIGHT-OF-WAY MARKER.  THE MARK IS FLUSH AND THE
 JF1333'DISK IS STAMPED ADMIRE 1956.
 JF1333'
 JF1333'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JF1333'STATE HIGHWAY 99 ABOUT 1 MILE NORTH OF ADMIRE, GO NORTH ON
 JF1333'HIGHWAY 99 FOR 2.4 MILES TO THE TOP OF A HIGH RIDGE AND THE
 JF1333'STATION ON THE RIGHT.
 JF1333'
 JF1333'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 JF1333'99 FOR 0.55 MILE TO A CROSSROAD AND THE MARK IN THE NORTHWEST
 JF1333'ANGLE OF THE INTERSECTION.
 JF1333'
 JF1333'REFERENCE MARK 1 IS 29 FEET EAST OF THE CENTERLINE OF THE
 JF1333'HIGHWAY, 1 FOOT EAST OF A WIRE FENCE AND 3 FEET NORTH OF A
 JF1333'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 JF1333'IS STAMPED ADMIRE NO 1 1956.
 JF1333'
 JF1333'REFERENCE MARK 2 IS 29 FEET EAST OF THE CENTERLINE OF THE
 JF1333'HIGHWAY, 1 FOOT EAST OF THE WIRE FENCE AND 47 FEET NORTH OF
 JF1333'A CONCRETE RIGHT-OF-WAY MARKER.  THE MARK PROJECTS 2 INCHES
 JF1333'AND THE DISK IS STAMPED ADMIRE NO 2 1956.
 JF1333'
 JF1333'THE AZIMUTH MARK IS 61 FEET WEST OF THE CENTERLINE OF HIGHWAY 99,
 JF1333'24 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD AND 4 FEET WEST
 JF1333'OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 JF1333'DISK IS STAMPED ADMIRE 1956.
 JF1333'
 JF1333'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1333
 JF1333                          STATION RECOVERY (1968)
 JF1333
 JF1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1333'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JF1333'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 JF1333'FOUND IN GOOD CONDITION BUT THE MARKS SEEMED TO BE LEANING IN
 JF1333'A WESTERLY DIRECTION.  THE AZIMUTH MARK WAS FOUND DESTROYED
 JF1333'BY ROAD CONSTRUCTION.
 JF1333'
 JF1333'A NEW AZIMUTH MARK WAS SET.
 JF1333'
 JF1333'FOLLOWING IS A COMPLETE DESCRIPTION.
 JF1333'
 JF1333'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JF1333'STATE HIGHWAY 99 WHICH IS ABOUT 1 MILE NORTH OF ADMIRE, GO NORTH
 JF1333'ON STATE HIGHWAY 99 FOR 2.4 MILES TO THE TOP OF A HIGH RIDGE
 JF1333'AND THE STATION ON THE RIGHT.
 JF1333'
 JF1333'STATION MARK, A STANDARD DISK STAMPED ADMIRE 1956, IS SET IN THE
 JF1333'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 JF1333'OF THE GROUND.  IT IS 85 FEET EAST OF THE CENTER OF STATE
 JF1333'HIGHWAY 99, 60.5 FEET EAST-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY
 JF1333'POST, AND IN OPEN PASTURE LAND.  THE UNDERGROUND MARK WAS NOT
 JF1333'INSPECTED.
 JF1333'
 JF1333'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ADMIRE NO. 1 1956,
 JF1333'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 JF1333'INCHES.  IT IS 29 FEET EAST OF THE CENTER OF STATE HIGHWAY 99,
 JF1333'3.5 FEET NORTH OF A WOODEN WITNESS POST, AND 1 FOOT EAST OF A
 JF1333'FENCE.
 JF1333'
 JF1333'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ADMIRE NO. 2 1956,
 JF1333'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 JF1333'INCHES.  IT IS 47 FEET NORTH OF THE CONCRETE RIGHT-OF-WAY POST,
 JF1333'29 FEET EAST OF THE CENTER OF STATE HIGHWAY 99, AND 1.5 FEET
 JF1333'EAST OF A FENCE.
 JF1333'
 JF1333'AZIMUTH MARK, A STANDARD DISK STAMPED ADMIRE 1957 1968, IS SET
 JF1333'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 JF1333'IT IS 66.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 99, 20.5 FEET
 JF1333'WEST OF A CORNER FENCE POST, 25 FEET NORTH OF THE CENTER OF A
 JF1333'GRAVELED ROAD, 2 FEET SOUTH OF A FENCE, AND 1.5 FEET EAST OF
 JF1333'A METAL WITNESS POST.
 JF1333'
 JF1333'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 JF1333'HIGHWAY 99 FOR 0.55 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 JF1333'IN THE NORTHWEST ANGLE.
 JF1333'
 JF1333'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 JF1333'NORTH OF ADMIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0456 ***********************************************************************
 JH0456  CBN         -  This is a Cooperative Base Network Control Station.
 JH0456  PACS        -  This is a Primary Airport Control Station.
 JH0456  DESIGNATION -  AERO
 JH0456  PID         -  JH0456
 JH0456  STATE/COUNTY-  KS/SCOTT
 JH0456  USGS QUAD   -  SCOTT CITY (1976)
 JH0456
 JH0456                         *CURRENT SURVEY CONTROL
 JH0456  ___________________________________________________________________
 JH0456* NAD 83(1997)-  38 28 46.35930(N)    100 53 18.99742(W)     ADJUSTED  
 JH0456* NAVD 88     -       901.801  (meters)    2958.66   (feet)  ADJUSTED  
 JH0456  ___________________________________________________________________
 JH0456  X           -    -944,533.126 (meters)                     COMP
 JH0456  Y           -  -4,910,147.396 (meters)                     COMP
 JH0456  Z           -   3,947,797.701 (meters)                     COMP
 JH0456  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JH0456  ELLIP HEIGHT-         876.89  (meters)          (08/16/04) GPS OBS
 JH0456  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 JH0456  DYNAMIC HT  -         901.036 (meters)    2956.15  (feet)  COMP
 JH0456  MODELED GRAV-     979,750.2   (mgal)                       NAVD 88
 JH0456
 JH0456  HORZ ORDER  -  B
 JH0456  VERT ORDER  -  FIRST     CLASS II
 JH0456  ELLP ORDER  -  FOURTH    CLASS II
 JH0456
 JH0456.This mark is at Scott City Municipal Airport (TQK)
 JH0456
 JH0456.The horizontal coordinates were established by GPS observations
 JH0456.and adjusted by the National Geodetic Survey in December 1997..
 JH0456
 JH0456.The orthometric height was determined by differential leveling
 JH0456.and adjusted by the National Geodetic Survey in June 1991..
 JH0456
 JH0456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JH0456
 JH0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0456
 JH0456.The ellipsoidal height was determined by GPS observations
 JH0456.and is referenced to NAD 83.
 JH0456
 JH0456.The geoid height was determined by GEOID03.
 JH0456
 JH0456.The dynamic height is computed by dividing the NAVD 88
 JH0456.geopotential number by the normal gravity value computed on the
 JH0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0456.degrees latitude (g = 980.6199 gals.).
 JH0456
 JH0456.The modeled gravity was interpolated from observed gravity values.
 JH0456
 JH0456;                    North         East     Units Scale Factor Converg.
 JH0456;SPC KS S     -   603,877.127   191,602.139   MT  0.99998393   -1 28 04.3
 JH0456;UTM  14      - 4,260,713.375   335,263.823   MT  0.99993421   -1 10 31.5
 JH0456
 JH0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0456!SPC KS S     -   0.99986243  x   0.99998393  =   0.99984636
 JH0456!UTM  14      -   0.99986243  x   0.99993421  =   0.99979665
 JH0456
 JH0456|---------------------------------------------------------------------|
 JH0456| PID    Reference Object                     Distance      Geod. Az  |
 JH0456|                                                           dddmmss.s |
 JH0456| AH7035 TQK A                               352.098 METERS 09632     |
 JH0456| CK8764 AERO RM 1                            36.378 METERS 14445     |
 JH0456| CK8765 AERO RM 2                            20.059 METERS 24429     |
 JH0456| JH0741 SCOTT CITY WHEATLAND ELEC MAST      APPROX. 3.1 KM 2724516.0 |
 JH0456| JH0736 SCOTT CITY MUNICIPAL TANK           APPROX. 1.6 KM 2801811.9 |
 JH0456| JH0737 SCOTT CITY K13 CZ TRANSLATOR        APPROX. 1.5 KM 3013652.8 |
 JH0456| CK8763 AERO AZ MK                                         3072844.3 |
 JH0456| JH0755 SCOTT CITY RAD STA KFLA MAST        APPROX. 5.4 KM 3413142.2 |
 JH0456|---------------------------------------------------------------------|
 JH0456
 JH0456                          SUPERSEDED SURVEY CONTROL
 JH0456
 JH0456  ELLIP H (12/22/97)  876.90   (m)                       GP(       ) 4 1
 JH0456  NAD 83(1986)-  38 28 46.36587(N)    100 53 18.99648(W) AD(       ) 3
 JH0456  NAD 27      -  38 28 46.30272(N)    100 53 17.45051(W) AD(       ) 3
 JH0456  NAVD 88 (12/22/97)  901.80   (m)         2958.7    (f) LEVELING    3  
 JH0456
 JH0456.Superseded values are not recommended for survey control.
 JH0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0456.See file dsdata.txt to determine how the superseded data were derived.
 JH0456
 JH0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3526460713(NAD 83)
 JH0456_MARKER: DS = TRIANGULATION STATION DISK
 JH0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0456_SP_SET: CONCRETE POST
 JH0456_STAMPING: AERO 1963
 JH0456_MARK LOGO: CGS   
 JH0456_PROJECTION: FLUSH
 JH0456_MAGNETIC: N = NO MAGNETIC MATERIAL
 JH0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0456+STABILITY: SURFACE MOTION
 JH0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0456+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1998
 JH0456
 JH0456  HISTORY     - Date     Condition        Report By
 JH0456  HISTORY     - 1963     MONUMENTED       CGS
 JH0456  HISTORY     - 1986     GOOD             NGS
 JH0456  HISTORY     - 19970317 GOOD             NGS
 JH0456  HISTORY     - 19981027 GOOD             NGS
 JH0456  HISTORY     - 20030425 POOR             INDIV
 JH0456  HISTORY     - 20030919 POOR             INDIV
 JH0456
 JH0456                          STATION DESCRIPTION
 JH0456
 JH0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0456'THE STATION IS LOCATED ONE MILE EAST OF THE CENTER OF SCOTT CITY.  IT
 JH0456'IS 0.1 MILE NORTH OF THE ENTRANCE ROAD TO THE FLIGHT LINE AND ON THE
 JH0456'WEST EDGE OF THE AIRPORT PROPERTY.
 JH0456'
 JH0456'TO REACH THE STATION FROM THE POST OFFICE IN SCOTT CITY, GO SOUTH ON
 JH0456'MAIN STREET 0.15 MILE TO 5TH STREET (STATE HIGHWAY 96).  TURN LEFT
 JH0456'AND GO EAST ON STATE HIGHWAY 96 FOR 0.75 MILE TO THE AZIMUTH MARK ON
 JH0456'THE RIGHT.  CONTINUE EAST ON THE HIGHWAY 0.25 MILE TO A GRAVELED
 JH0456'CROSSROAD.  TURN RIGHT AND GO SOUTH 0.25 MILE TO THE STATION
 JH0456'ON THE LEFT.
 JH0456'
 JH0456'THE STATION MARK IS A STANDARD DISK STAMPED AERO 1963 CEMENTED IN THE
 JH0456'TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE SURFACE OF THE
 JH0456'GROUND.  IT IS 34.0 FEET EAST OF THE CENTER OF THE GRAVELED ROAD,
 JH0456'6.0 FEET EAST OF THE BASE OF A TELEPHONE POLE, AND 5.4 FEET EAST
 JH0456'OF A METAL WITNESS POST WITH SIGN.
 JH0456'
 JH0456'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AERO NO 1 1963
 JH0456'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 3
 JH0456'INCHES ABOVE GROUND.  IT IS 2.15 FEET NORTH OF THE DOOR TRACK POST OF
 JH0456'THE NORTHWEST CORNER OF THE PRINCIPAL HANGAR.
 JH0456'
 JH0456'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AERO NO 2 1963
 JH0456'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 4
 JH0456'INCHES ABOVE GROUND.  IT IS 26.0 FEET WEST OF THE CENTER OF THE
 JH0456'GRAVELED ROAD, AND 1.8 FEET NORTH-NORTHWEST OF THE BASE OF A
 JH0456'POWER LINE POLE.
 JH0456'
 JH0456'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AERO 1963 CEMENTED IN
 JH0456'THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 5 INCHES ABOVE
 JH0456'GROUND.  IT IS 50.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 JH0456'96, 2.5 FEET WEST OF THE BASE OF A POWER LINE POLE, AND 1.9 FEET
 JH0456'EAST OF A METAL WITNESS POST WITH SIGN.
 JH0456
 JH0456                          STATION RECOVERY (1986)
 JH0456
 JH0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0456'2.2 KM (1.35 MI) EAST FROM SCOTT CITY.
 JH0456'0.25 KM (0.15 MI) SOUTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0456'SCOTT CITY, THENCE 1.6 KM (1.0 MI) EAST ALONG STATE HIGHWAY 94, THENCE
 JH0456'0.35 KM (0.20 MI) SOUTH ALONG A PAVED ROAD, 10.3 METERS (34 FT) EAST
 JH0456'OF THE CENTER OF THE ROAD, 76.2 METERS (250 FT) NORTH OF THE CENTER OF
 JH0456'THE AIRPORT ENTRANCE ROAD, 39.3 METERS (129 FT) NORTHWEST OF THE
 JH0456'NORTHWEST CORNER OF A AIRPORT HANGER, 36.3 METERS (119 FT) NORTHWEST
 JH0456'OF RM 1.
 JH0456'THE MARK IS 1.7 METERS  E FROM  A WITNESS POST
 JH0456'THE MARK IS 0.3 M BELOW THE ROAD.
 JH0456
 JH0456                          STATION RECOVERY (1997)
 JH0456
 JH0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JH0456'THE STATION IS LOCATED NEAR THE EAST EDGE OF SCOTT CITY, ABOUT 1.6 KM
 JH0456'(1.00 MI) EAST OF U.S. HIGHWAY 83, AT THE SCOTT CITY MUNICIPAL
 JH0456'AIRPORT, IN THE GRASS, ACROSS A DRAINAGE DITCH FROM MESQUITE ROAD,
 JH0456'NORTH OF THE AIRPORT ENTRANCE ROAD AND NORTHWEST OF THE NORTHWEST
 JH0456'CORNER OF A HANGAR.  OWNERSHIP--CITY OF SCOTT CITY, 221 WEST 5TH
 JH0456'STREET, SCOTT CITY KS 67871.  AIRPORT MANAGER IS CHUCK SMITH, PHONE
 JH0456'316-872-5322 OR 316-872-5378.  TO REACH THE STATION FROM THE
 JH0456'INTERSECTION OF U.S. HIGHWAY 83 (MAIN ST) AND STATE HIGHWAY 96 NEAR
 JH0456'THE CENTER OF SCOTT CITY, GO EAST FOR 1.6 KM (1.00 MI) ON HIGHWAY 96
 JH0456'TO MESQUITE ROAD ON THE RIGHT.  TURN RIGHT, SOUTH FOR 0.35 KM (0.20
 JH0456'MI) ON MESQUITE ROAD TO THE STATION ON THE LEFT, JUST EAST OF THE ROAD
 JH0456'AND DITCH.  STATION IS 76.2 M (250.0 FT) NORTH OF THE CENTER OF
 JH0456'AIRPORT ENTRANCE ROAD, 36.3 M (119.1 FT) NORTHWEST OF AERO RM 1 AT THE
 JH0456'NORTHWEST DOOR TRACK POLE OF A HANGAR, 30.3 M (99.4 FT) SOUTHWEST OF
 JH0456'THE SOUTHERN 1 OF 2 MICROWAVE ANTENNA POLES WITH 1 GUY WIRE, 10.3 M
 JH0456'(33.8 FT) EAST OF THE CENTER OF MESQUITE ROAD, ABOUT 0.3 M (1.0 FT)
 JH0456'BELOW THE ROAD LEVEL AND RECESSED 5 CM BELOW GROUND. NOTE--THIS
 JH0456'STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 JH0456
 JH0456                          STATION RECOVERY (1998)
 JH0456
 JH0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 JH0456'RECOVERED AS DESCRIBED.
 JH0456
 JH0456                          STATION RECOVERY (2003)
 JH0456
 JH0456'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLE)
 JH0456'FOUND MARK AERO HEAVILY DAMAGED.  MARK NOT USABLE.  GPS ACCESIBLE.
 JH0456'TOP SHAVED OFF.  NO DISK.  FD. RM 1.  DID NOT SEARCH FOR RM 2.
 JH0456'DESCRIPTION IS ADEQUATE.
 JH0456
 JH0456                          STATION RECOVERY (2003)
 JH0456
 JH0456'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLE)
 JH0456'SURFACE MARK DESTROYED.
 JH0456'HEAVY EARTH-MOVING EQUIPMENT SHAVED THE BRASS DISK FROM THE CONCRETE
 JH0456'MONUMENT DURING COUNTY ROAD IMPROVEMENTS IN 2002.  FOUND WOODEN LATH
 JH0456'WITH THE WORDS - AIRPORT CONTROL POINT, DO NOT DISTURB - LYING ON TOP
 JH0456'OF THE BARE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0848 ***********************************************************************
 HG0848  DESIGNATION -  AETNA SOUTHERLAND WELL DERRICK
 HG0848  PID         -  HG0848
 HG0848  STATE/COUNTY-  KS/BARBER
 HG0848  USGS QUAD   -  AETNA (1973)
 HG0848
 HG0848                         *CURRENT SURVEY CONTROL
 HG0848  ___________________________________________________________________
 HG0848* NAD 83(1997)-  37 05 12.23748(N)    098 53 43.97978(W)     ADJUSTED  
 HG0848* NAVD 88     -                                                        
 HG0848  ___________________________________________________________________
 HG0848  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 HG0848  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 HG0848
 HG0848  HORZ ORDER  -  THIRD
 HG0848
 HG0848.The horizontal coordinates were established by classical geodetic methods
 HG0848.and adjusted by the National Geodetic Survey in October 1998..
 HG0848
 HG0848
 HG0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0848
 HG0848.The geoid height was determined by GEOID03.
 HG0848
 HG0848;                    North         East     Units Scale Factor Converg.
 HG0848;SPC KS S     -   446,696.306   364,830.160   MT  1.00004024   -0 14 35.1
 HG0848;UTM  14      - 4,104,499.076   509,282.991   MT  0.99960106   +0 03 46.7
 HG0848
 HG0848                          SUPERSEDED SURVEY CONTROL
 HG0848
 HG0848  NAD 83(1997)-  37 05 12.24066(N)    098 53 43.97646(W) AD(       ) 4
 HG0848  NAD 83(1986)-  37 05 12.24193(N)    098 53 43.97053(W) AD(       ) 4
 HG0848  NAD 27      -  37 05 12.13814(N)    098 53 42.61435(W) AD(       ) 3
 HG0848
 HG0848.Superseded values are not recommended for survey control.
 HG0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0848.See file dsdata.txt to determine how the superseded data were derived.
 HG0848
 HG0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG0928304499(NAD 83)
 HG0848_MARKER: 67 = OIL DERRICK
 HG0848
 HG0848  HISTORY     - Date     Condition        Report By
 HG0848  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0848
 HG0848                          STATION DESCRIPTION
 HG0848
 HG0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0848'POINT OBSERVED IS THE CENTER OF A WOOD OIL DERRICK ERECTED OVER
 HG0848'THE SOUTHERLAND WELL AND IS LOCATED ABOUT 3 MILES EAST OF AETNA
 HG0848'POST OFFICE.
 HG0848'
 HG0848'STATION WAS OBSERVED FROM TRIANGULATION STATIONS MARTIN, ASH
 HG0848'AND MAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1435 ***********************************************************************
 HF1435  CBN         -  This is a Cooperative Base Network Control Station.
 HF1435  DESIGNATION -  AFTON
 HF1435  PID         -  HF1435
 HF1435  STATE/COUNTY-  KS/SEDGWICK
 HF1435  USGS QUAD   -  LAKE AFTON (1980)
 HF1435
 HF1435                         *CURRENT SURVEY CONTROL
 HF1435  ___________________________________________________________________
 HF1435* NAD 83(1997)-  37 37 11.57376(N)    097 38 17.94273(W)     ADJUSTED  
 HF1435* NAVD 88     -       427.5    (meters)    1403.     (feet)  GPS OBS   
 HF1435  ___________________________________________________________________
 HF1435  X           -    -672,386.622 (meters)                     COMP
 HF1435  Y           -  -5,013,724.063 (meters)                     COMP
 HF1435  Z           -   3,872,354.973 (meters)                     COMP
 HF1435  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HF1435  ELLIP HEIGHT-         398.81  (meters)          (08/12/03) GPS OBS
 HF1435  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HF1435
 HF1435  HORZ ORDER  -  A
 HF1435  ELLP ORDER  -  FOURTH    CLASS I
 HF1435
 HF1435.The horizontal coordinates were established by GPS observations
 HF1435.and adjusted by the National Geodetic Survey in August 2003..
 HF1435
 HF1435.The orthometric height was determined by GPS observations and a
 HF1435.high-resolution geoid model.
 HF1435
 HF1435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF1435
 HF1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1435
 HF1435.The ellipsoidal height was determined by GPS observations
 HF1435.and is referenced to NAD 83.
 HF1435
 HF1435.The geoid height was determined by GEOID03.
 HF1435
 HF1435;                    North         East     Units Scale Factor Converg.
 HF1435;SPC KS S     -   506,143.637   476,067.747   MT  0.99994935   +0 31 46.3
 HF1435;UTM  14      - 4,164,513.210   620,169.450   MT  0.99977787   +0 49 52.7
 HF1435
 HF1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1435!SPC KS S     -   0.99993742  x   0.99994935  =   0.99988678
 HF1435!UTM  14      -   0.99993742  x   0.99977787  =   0.99971531
 HF1435
 HF1435|---------------------------------------------------------------------|
 HF1435| PID    Reference Object                     Distance      Geod. Az  |
 HF1435|                                                           dddmmss.s |
 HF1435| CL4145 AFTON RM 1                           32.492 METERS 13307     |
 HF1435| CL4146 AFTON RM 2                           26.248 METERS 22401     |
 HF1435| CL4144 AFTON AZ MK                                        2680027.4 |
 HF1435|---------------------------------------------------------------------|
 HF1435
 HF1435                          SUPERSEDED SURVEY CONTROL
 HF1435
 HF1435  NAD 83(1997)-  37 37 11.57297(N)    097 38 17.94211(W) AD(       ) 3
 HF1435  NAD 83(1997)-  37 37 11.57989(N)    097 38 17.94069(W) AD(       ) 3
 HF1435  NAD 83(1986)-  37 37 11.58313(N)    097 38 17.93887(W) AD(       ) 3
 HF1435  NAD 27      -  37 37 11.53341(N)    097 38 16.76431(W) AD(       ) 3
 HF1435  NGVD 29 (07/19/86)  427.40   (m)         1402.2    (f) LEVELING    3  
 HF1435
 HF1435.Superseded values are not recommended for survey control.
 HF1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1435.See file dsdata.txt to determine how the superseded data were derived.
 HF1435
 HF1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2016964513(NAD 83)
 HF1435_MARKER: DS = TRIANGULATION STATION DISK
 HF1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1435_STAMPING: AFTON 1957
 HF1435_MARK LOGO: CGS   
 HF1435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HF1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1435+STABILITY: SURFACE MOTION
 HF1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1435+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 HF1435
 HF1435  HISTORY     - Date     Condition        Report By
 HF1435  HISTORY     - 1957     MONUMENTED       CGS
 HF1435  HISTORY     - 20030610 GOOD             NGS
 HF1435
 HF1435                          STATION DESCRIPTION
 HF1435
 HF1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1435'THE STATION IS LOCATED AIRLINE, ABOUT 7-1/2 MILES EAST OF
 HF1435'CHENEY AND ABOUT 5 MILES NORTHWEST OF CLONMEL ON LAND OWNED
 HF1435'BY MR. JOE KLAUSMEYER.
 HF1435'
 HF1435'THE STATION IS A STANDARD DISK STAMPED AFTON 1957 SET IN
 HF1435'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 HF1435'14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 36 FEET
 HF1435'EAST OF THE CENTER LINE OF THE WEST ONE OF TWO DRIVE-WAYS
 HF1435'WHICH LEADS TO THE FARM HOME OF MR. JOE KLAUSMEYER, ABOUT
 HF1435'114 FEET SOUTH OF THE SOUTH WALL OF THE FARM HOME AND 140
 HF1435'FEET NORTH OF THE CENTER LINE OF THE EAST-WEST FARM ROAD.
 HF1435'
 HF1435'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AFTON
 HF1435'NO 1 1957 SET IN TOP OF A 14-INCH SQUARE CONCRETE MONUMENT
 HF1435'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT
 HF1435'THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT NORTH OF
 HF1435'AN EAST-WEST FENCE LINE, AND 28 FEET NORTH OF THE CENTER
 HF1435'LINE OF THE FARM ROAD.
 HF1435'
 HF1435'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AFTON
 HF1435'NO 2 1957 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 HF1435'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT
 HF1435'1 FOOT HIGHER THAN THE STATION.  IT IS 18 INCHES SOUTH OF
 HF1435'A WHITE WITNESS POST, 2 FEET NORTH-NORTHWEST OF A POWER
 HF1435'LINE POLE AND 14 FEET WEST OF THE WEST ONE OF TWO DRIVE-WAYS
 HF1435'WHICH LEADS TO THE FARM HOME.
 HF1435'
 HF1435'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AFTON 1957 SET
 HF1435'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1435'ABOUT 1 INCH ABOVE THE GROUND.  IT IS 2 FEET EAST OF A POWER
 HF1435'LINE POLE, 18 INCHES NORTHWEST OF THE WEST END OF A STEEL
 HF1435'GATE AND 39 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD.
 HF1435'
 HF1435'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 HF1435'FARM ROAD FOR 0.25 MILE, CONTINUE STRAIGHT AT THE CROSS-ROAD,
 HF1435'WEST FOR 0.25 MILE TO A STEEL GATE ON THE RIGHT, NORTH SIDE
 HF1435'AND THE AZIMUTH MARK.
 HF1435'
 HF1435'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HF1435'42 AND 49 ABOUT 0.3 MILE NORTH OF VIOLA, GO NORTH ON THE
 HF1435'SURFACED ROAD FOR 8.0 MILES TO A T-ROAD AND THE AFTON TOWNSHIP
 HF1435'HALL IN THE NORTHWEST ANGLE, CONTINUE NORTH ON THE SURFACED
 HF1435'ROAD FOR 1.0 MILE, TURN RIGHT AT THE CROSS-ROAD AND GO EAST
 HF1435'FOR 0.25 MILE TO THE FARM HOME OF MR. JOE KLAUSMEYER ON
 HF1435'THE LEFT, NORTH SIDE AND THE STATION.
 HF1435
 HF1435                          STATION RECOVERY (2003)
 HF1435
 HF1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (GMR)
 HF1435'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) NORTH OF VIOLA, 12.1 KM
 HF1435'(7.5 MI) EAST OF
 HF1435'CHENEY, 7.2 KM (4.5 MI) SOUTHWEST OF GODDARD, 6.4 KM (4.0 MI)
 HF1435'SOUTHEAST OF GARDEN
 HF1435'PLAIN, IN THE SOUTHWEST QUARTER OF SECTION 10, T 28 S, R 3 W, ON A
 HF1435'FARMSTEAD RESIDENCE,
 HF1435'AND JUST WEST FROM THE LAKE AFTON RECREATIONAL AREA.  OWNERSHIP--ADAM
 HF1435'PRACHT, 26000
 HF1435'WEST MACARTHUR, GODDARD KS 67052.
 HF1435' 
 HF1435'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GARDEN PLAIN, GO
 HF1435'SOUTH ON THE PAVED
 HF1435'ROAD (MAIN ST) FOR 0.97 KM (0.6 MI) TO A STOP SIGN AT THE JUNCTION OF
 HF1435'A PAVED ROAD (23RD S).
 HF1435'TURN LEFT AND GO EAST ON THE PAVED ROAD FOR 0.32 KM (0.2 MI) TO A STOP
 HF1435'SIGN AT THE
 HF1435'INTERSECTION OF 295TH W.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD
 HF1435'FOR 3.22 KM (2.0 MI)
 HF1435'TO A STOP SIGN AT THE INTERSECTION OF MACARTHUR ROAD.  TURN LEFT AND
 HF1435'GO EAST ON THE
 HF1435'PAVED ROAD FOR 3.22 KM (2.0 MI) TO THE INTERSECTION OF 263RD W.
 HF1435'CONTINUE EAST ON THE
 HF1435'PAVED ROAD (MACARTHUR ROAD) FOR 0.48 KM (0.30 MI) TO TOP OF HILL, THE
 HF1435'WEST ONE OF TWO
 HF1435'DRIVEWAYS ON THE LEFT, AND THE STATION ON THE LEFT, NORTH SIDE OF
 HF1435'ROAD.
 HF1435' 
 HF1435'THE STATION IS A STANDARD CGS TRIANGULATION STATION DISK SET IN THE
 HF1435'TOP OF A 30 CM ROUND
 HF1435'CONCRETE MONUMENT RECESSED 37 CM BELOW GROUND SURFACE.  NOTE-- A
 HF1435'PLASTIC OPEN ENDED
 HF1435'BUCKET WITH REMOVEABLE LID NEAR THE GROUND SURFACE WAS PLACED OVER THE
 HF1435'MONUMENT.
 HF1435'ALSO, A SMALL MAGNET WAS BURIED IN THE GROUND NEXT TO MONUMENT TO
 HF1435'ASSIST IN LOCATING
 HF1435'THE MONUMENT IN THE FUTURE.  STATION IS 39.62 M (130.0 FT) SOUTH FROM
 HF1435'THE SOUTH
 HF1435'FACE OF THE FARM HOUSE, 31.85 M (104.5 FT) NORTH FROM THE CENTER OF
 HF1435'MACARTHUR ROAD, 30.48
 HF1435'M (100.0 FT) WEST FROM THE CENTER OF THE EAST DRIVEWAY, 25.45 M (83.5
 HF1435'FT) SOUTHWEST FROM A
 HF1435'36-INCH DIAMETER MATURE ELM TREE, 18.59 M (61.0 FT) EAST FROM A
 HF1435'NORTH-SOUTH WOVEN WIRE
 HF1435'FENCE, AND 14.02 M (46.0 FT) EAST FROM THE CENTER OF THE WEST
 HF1435'DRIVEWAY.
 HF1435' 
 HF1435' 
 HF1435' 
 HF1435'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0825 ***********************************************************************
 KF0825  DESIGNATION -  AGENDA
 KF0825  PID         -  KF0825
 KF0825  STATE/COUNTY-  KS/REPUBLIC
 KF0825  USGS QUAD   -  AGENDA (1965)
 KF0825
 KF0825                         *CURRENT SURVEY CONTROL
 KF0825  ___________________________________________________________________
 KF0825* NAD 83(1997)-  39 41 32.00926(N)    097 28 51.40493(W)     ADJUSTED  
 KF0825* NAVD 88     -       481.     (meters)    1578.     (feet)  SCALED    
 KF0825  ___________________________________________________________________
 KF0825  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 KF0825  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 KF0825
 KF0825  HORZ ORDER  -  THIRD
 KF0825
 KF0825.The horizontal coordinates were established by classical geodetic methods
 KF0825.and adjusted by the National Geodetic Survey in October 1998..
 KF0825
 KF0825.The orthometric height was scaled from a topographic map.
 KF0825
 KF0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0825
 KF0825.The geoid height was determined by GEOID03.
 KF0825
 KF0825;                    North         East     Units Scale Factor Converg.
 KF0825;SPC KS N     -   150,984.226   444,521.549   MT  0.99998649   +0 19 42.3
 KF0825;UTM  14      - 4,394,700.958   630,249.125   MT  0.99980886   +0 58 13.1
 KF0825
 KF0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0825!SPC KS N     -   0.99992877  x   0.99998649  =   0.99991526
 KF0825!UTM  14      -   0.99992877  x   0.99980886  =   0.99973764
 KF0825
 KF0825:                Primary Azimuth Mark                     Grid Az
 KF0825:SPC KS N     -  AGENDA AZ MK                             000 40 52.9
 KF0825:UTM  14      -  AGENDA AZ MK                             000 02 22.1
 KF0825
 KF0825|---------------------------------------------------------------------|
 KF0825| PID    Reference Object                     Distance      Geod. Az  |
 KF0825|                                                           dddmmss.s |
 KF0825| CN8527 AGENDA AZ MK                                       0010035.2 |
 KF0825| KF0832 CUBA MUNICIPAL TANK                 APPROX.12.4 KM 0102250.8 |
 KF0825| CN8528 AGENDA RM 1                          10.708 METERS 09008     |
 KF0825| CN8529 AGENDA RM 2                           7.582 METERS 18021     |
 KF0825|---------------------------------------------------------------------|
 KF0825
 KF0825                          SUPERSEDED SURVEY CONTROL
 KF0825
 KF0825  NAD 83(1997)-  39 41 32.01449(N)    097 28 51.40379(W) AD(       ) 3
 KF0825  NAD 83(1986)-  39 41 32.01616(N)    097 28 51.40393(W) AD(       ) 3
 KF0825  NAD 27      -  39 41 32.03300(N)    097 28 50.25700(W) AD(       ) 3
 KF0825
 KF0825.Superseded values are not recommended for survey control.
 KF0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0825.See file dsdata.txt to determine how the superseded data were derived.
 KF0825
 KF0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ3024994701(NAD 83)
 KF0825_MARKER: DS = TRIANGULATION STATION DISK
 KF0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0825
 KF0825  HISTORY     - Date     Condition        Report By
 KF0825  HISTORY     - 1950     MONUMENTED       CGS
 KF0825
 KF0825                          STATION DESCRIPTION
 KF0825
 KF0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0825'THE STATION IS LOCATED ABOUT 3.5 MILES EAST AND 1.5 MILES SOUTH
 KF0825'OF WAYNE ON THE RIGHT-OF-WAY OF A GRADED ROAD.  THE STATION
 KF0825'IS 18 FEET WEST OF CENTER OF GRADED ROAD, 6 FEET NORTH OF WITNESS
 KF0825'POST AND 1.5 FEET EAST OF NORTH-SOUTH FENCE LINE.  IT IS
 KF0825'STAMPED AGENDA 1950 AND IT IS SET FLUSH WITH THE SURFACE OF
 KF0825'THE GROUND.
 KF0825'
 KF0825'REFERENCE MARK NO. 1 IS 17 FEET EAST OF GRADED ROAD, AND 1
 KF0825'FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED AGENDA
 KF0825'NO 1 1950 AND IT IS SET FLUSH.
 KF0825'
 KF0825'REFERENCE MARK NO. 2 IS 18 FEET WEST OF GRADED ROAD, AND 1
 KF0825'FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED AGENDA
 KF0825'NO 2 1950 AND IT IS SET FLUSH.
 KF0825'
 KF0825'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 43.15 FEET.
 KF0825'
 KF0825'THE AZIMUTH MARK IS 39 FEET NORTHEAST OF A CROSSROAD INTERSECTION,
 KF0825'11 FEET NORTH OF A FENCE CORNER, 8 FEET NORTH OF A TELEPHONE
 KF0825'POLE, AND 1 FOOT SOUTH OF A WITNESS POST.  IT IS STAMPED AGENDA
 KF0825'1950 AND IT PROJECTS 6 INCHES.
 KF0825'
 KF0825'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WAYNE GO
 KF0825'SOUTH FOR 0.25 MILE TO A CROSSROAD AND JUNCTION WITH COUNTY
 KF0825'ROUTE 9.  TURN LEFT AND GO EAST ON COUNTY ROUTE 9 FOR 3.5
 KF0825'MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A
 KF0825'CROSSROAD AND THE AZIMUTH MARK IS ON THE LEFT AS DESCRIBED.
 KF0825'CONTINUE ON SOUTH FOR 0.4 MILE TO TOP OF HILL AND STATION ON THE
 KF0825'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0708 ***********************************************************************
 KG0708  DESIGNATION -  AGRA 2 RESET
 KG0708  PID         -  KG0708
 KG0708  STATE/COUNTY-  KS/PHILLIPS
 KG0708  USGS QUAD   -  GRETNA (1973)
 KG0708
 KG0708                         *CURRENT SURVEY CONTROL
 KG0708  ___________________________________________________________________
 KG0708* NAD 83(1997)-  39 45 20.82250(N)    099 09 10.11893(W)     ADJUSTED  
 KG0708* NAVD 88     -       568.16   (+/-2cm)    1864.0    (feet)  VERTCON   
 KG0708  ___________________________________________________________________
 KG0708  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KG0708  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 KG0708
 KG0708  HORZ ORDER  -  THIRD
 KG0708  VERT ORDER  -  THIRD ? (See Below)
 KG0708
 KG0708.The horizontal coordinates were established by classical geodetic methods
 KG0708.and adjusted by the National Geodetic Survey in October 1998..
 KG0708.No horizontal observational check was made to the station.
 KG0708
 KG0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0708.The vertical order pertains to the NGVD 29 superseded value.
 KG0708
 KG0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0708
 KG0708.The geoid height was determined by GEOID03.
 KG0708
 KG0708;                    North         East     Units Scale Factor Converg.
 KG0708;SPC KS N     -   158,542.332   301,210.336   MT  0.99999565   -0 43 45.8
 KG0708;UTM  14      - 4,400,663.371   486,909.763   MT  0.99960211   -0 05 51.8
 KG0708
 KG0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0708!SPC KS N     -   0.99991488  x   0.99999565  =   0.99991053
 KG0708!UTM  14      -   0.99991488  x   0.99960211  =   0.99951703
 KG0708
 KG0708|---------------------------------------------------------------------|
 KG0708| PID    Reference Object                     Distance      Geod. Az  |
 KG0708|                                                           dddmmss.s |
 KG0708| KG0709 ARGA                                 46.837 METERS 00046     |
 KG0708| CN8531 AGRA RM 1                            66.032 METERS 00049     |
 KG0708| KG0703 ARGA MUNICIPAL TANK                 APPROX. 3.0 KM 0762811.8 |
 KG0708| CN8534 AGRA 2 AZ MK 2                                     0840317.7 |
 KG0708| CN8535 AGRA 2 RM 3                          31.952 METERS 09038     |
 KG0708| KG0714 KIRWIN MUNICIPAL TANK               APPROX. 9.4 KM 1684740.5 |
 KG0708| CN8533 AGRA 2 AZ MK                                       2633514.4 |
 KG0708| KG0730 PHILLIPSBURG MUN STANDPIPE          APPROX.14.9 KM 2701948.1 |
 KG0708| KG0729 PHILLIPSBURG K N NATL GAS TWR       APPROX.13.5 KM 2775902.4 |
 KG0708| CN8530 AGRA AZ MK                                         2793159.4 |
 KG0708|---------------------------------------------------------------------|
 KG0708
 KG0708                          SUPERSEDED SURVEY CONTROL
 KG0708
 KG0708  NAD 83(1997)-  39 45 20.82595(N)    099 09 10.12115(W) AD(       ) 3
 KG0708  NAD 83(1986)-  39 45 20.82799(N)    099 09 10.12065(W) AD(       ) 3
 KG0708  NAD 27      -  39 45 20.79300(N)    099 09 08.79700(W) AD(       ) 3
 KG0708  NGVD 29 (07/19/86)  567.94   (m)         1863.3    (f) LEVELING    3  
 KG0708
 KG0708.Superseded values are not recommended for survey control.
 KG0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0708.See file dsdata.txt to determine how the superseded data were derived.
 KG0708
 KG0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK8691000663(NAD 83)
 KG0708_MARKER: DS = TRIANGULATION STATION DISK
 KG0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0708
 KG0708  HISTORY     - Date     Condition        Report By
 KG0708  HISTORY     - 1962     MONUMENTED       CGS
 KG0708  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KG0708  HISTORY     - 1984     GOOD             USPSQD
 KG0708
 KG0708                          STATION DESCRIPTION
 KG0708
 KG0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KG0708'STATION IS LOCATED ABOUT 9 MILES EAST OF PHILLIPSBURG AND 1
 KG0708'AND 3/4 MILES WEST OF THE SMALL TOWN OF AGRA ALONG THE SOUTH
 KG0708'RIGHT-OF-WAY OF NEW U.S. HIGHWAY 36 IN THE NW 1/4 OF SEC. 32,
 KG0708'T 3 S., R 16 W., 98 FEET SOUTH OF THE CENTERLINE ON NEW U.S.
 KG0708'HIGHWAY 36, 2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 KG0708'AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE MARK IS FLUSH
 KG0708'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED AGRA 2
 KG0708'1962.
 KG0708'
 KG0708'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE
 KG0708'SQUARE IN PHILLIPSBURG, GO EAST ON U.S. HIGHWAY 36 FOR 0.75 MILE
 KG0708'TO THE JUNCTION OF U.S. HIGHWAY 183 SOUTH.  CONTINUE EAST ON
 KG0708'U.S. HIGHWAY 36 FOR 8.0 MILES TO CROSSROADS AND THE AZIMUTH
 KG0708'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE EAST FOR 0.35 MILE
 KG0708'ON U.S. HIGHWAY 36 TO THE STATION ON THE RIGHT AS DESCRIBED.
 KG0708'
 KG0708'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 118 FEET NORTH
 KG0708'OF THE CENTERLINE OF NEW U.S. HIGHWAY 36, 33 FEET NORTH OF THE
 KG0708'CENTER OF OLD U.S. HIGHWAY 36, AND 1 FOOT EAST OF A POWER POLE.
 KG0708'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED AGRA
 KG0708'NO 1 1950.
 KG0708'
 KG0708'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 99 FEET SOUTH OF
 KG0708'THE CENTERLINE OF U.S. HIGHWAY 36, AND 1 FOOT NORTH OF A STEEL
 KG0708'POST WHICH MARKS THE SOUTH RIGHT-OF-WAY FOR THE NEW HIGHWAY.
 KG0708'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED AGRA 2
 KG0708'NO 3 1962.
 KG0708'
 KG0708'AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION, 100 YARDS
 KG0708'SOUTHEAST OF NEW U.S. HIGHWAY 36 AND CROSSROADS, 164 FEET SOUTH
 KG0708'OF A FENCE CORNER, 79 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 KG0708'GRADED ROAD, 1 FOOT WEST OF A FENCE, AND 1 FOOT NORTH OF A NEW
 KG0708'STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 KG0708'IS STAMPED AGRA 2 1962.
 KG0708'
 KG0708'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON NEW
 KG0708'U.S. HIGHWAY 36 FOR 0.35 MILE TO CROSSROADS AND THE AZIMUTH
 KG0708'MARK ON THE LEFT AS DESCRIBED.
 KG0708'
 KG0708'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0708
 KG0708                          STATION RECOVERY (1966)
 KG0708
 KG0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KG0708'THE STATION SURFACE MARK WAS FOUND WITH THE TOP BROKEN OFF.  A
 KG0708'NEW SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK
 KG0708'WHICH WAS FOUND IN GOOD CONDITION.
 KG0708'
 KG0708'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3 WERE RECOVERED
 KG0708'AND FOUND IN GOOD CONDITION.
 KG0708'
 KG0708'THE 1962 AZIMUTH MARK WAS NOT RECOVERED BECAUSE A DESCRIPTION
 KG0708'FOR THE STATION WAS NOT AVAILABLE WHEN THE STATION WAS VISITED.
 KG0708'IT IS ASSUMED THE MARK IS STILL IN GOOD CONDITION.  AZIMUTH
 KG0708'MARK 2 WAS SET AT THIS TIME.
 KG0708'
 KG0708'FOLLOWING IS A NEW DESCRIPTION.
 KG0708'
 KG0708'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KG0708'MAIN STREET AT THE SOUTH EDGE OF AGRA, GO WEST ON U.S. HIGHWAY
 KG0708'36 FOR 1.4 MILES TO THE AZIMUTH MARK 2 ON THE RIGHT.  CONTINUE
 KG0708'WEST ON HIGHWAY 36 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 KG0708'
 KG0708'STATION SURFACE MARK, A STANDARD DISK STAMPED AGRA 2 1962 1966,
 KG0708'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 KG0708'WITH THE SURFACE OF THE GROUND.  IT IS 98 FEET SOUTH OF THE
 KG0708'CENTER OF HIGHWAY 36, 74 FEET EAST OF A TELEPHONE POLE, AND 1.5
 KG0708'FEET NORTH OF A METAL WITNESS POST SET IN AN EAST-WEST FENCELINE.
 KG0708'THE UNDERGROUND DISK IS STAMPED AGRA 2 1962, SET IN AN IRREGULAR
 KG0708'MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 KG0708'
 KG0708'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AGRA NO 1 1950,
 KG0708'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KG0708'WITH THE SURFACE OF THE GROUND.  IT IS 120 FEET NORTH OF THE
 KG0708'CENTER OF HIGHWAY 36 AND 1 FOOT EAST OF A POWERLINE POLE.
 KG0708'
 KG0708'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED AGRA 2 NO 3 1962,
 KG0708'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KG0708'THE SURFACE OF THE GROUND.  IT IS 99 FEET SOUTH OF THE CENTER
 KG0708'OF HIGHWAY 36, 48 FEET EAST OF A TELEPHONE POLE, 1 FOOT EAST
 KG0708'OF A METAL RIGHT-OF-WAY POST, AND 1 FOOT NORTH OF THE EAST-WEST
 KG0708'FENCE.
 KG0708'
 KG0708'AZIMUTH MARK 1962, A STANDARD DISK STAMPED AGRA 2 1962, IS
 KG0708'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KG0708'IT IS 100 YARDS SOUTHEAST OF U.S. HIGHWAY 36 AND CROSSROAD,
 KG0708'164 FEET SOUTH OF A FENCE CORNER, 79 FEET EAST OF THE CENTER
 KG0708'OF A NORTH-SOUTH ROAD, 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH
 KG0708'OF A METAL WITNESS POST.
 KG0708'
 KG0708'TO REACH AZIMUTH MARK 1962 FROM THE STATION, GO WEST ON U.S.
 KG0708'HIGHWAY 36 FOR 0.35 MILE TO A CROSSROAD AND THE MARK ON THE
 KG0708'LEFT AS DESCRIBED.
 KG0708'
 KG0708'AZIMUTH MARK 1962 AZ. 2 1966, A STANDARD DISK STAMPED AGRA 2 1962
 KG0708'AZ. 2 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KG0708'PROJECTS 3 INCHES.  IT IS 118 FEET NORTH OF THE CENTER OF HIGHWAY
 KG0708'36, 2 FEET WEST OF A POWERLINE POLE, AND 1.5 FEET NORTH OF A
 KG0708'METAL WITNESS POST.
 KG0708'
 KG0708'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-3/4 MILES
 KG0708'WEST OF AGRA.
 KG0708
 KG0708                          STATION RECOVERY (1984)
 KG0708
 KG0708'RECOVERY NOTE BY US POWER SQUADRON 1984 (MSS)
 KG0708'AGRA 2 1962 1966 RECOVERED GOOD.
 KG0708'
 KG0708'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT IT WAS 2 INCHES
 KG0708'BELOW THE SURFACE OF THE GROUND.  REFERENCE MARK NO. 3 HAD BEEN
 KG0708'HIT PULLING IT LOOSE AND SHATTERING THE CEMENT POST.  ALSO ALL
 KG0708'TELEPHONE POLES HAVE BEEN REMOVED AND TELEPHONE WIRES ARE
 KG0708'UNDERGROUND.  AZIMUTH MARK 1962 WAS FOUND IN GOOD CONDITION.
 KG0708'WITNESS POST HAD NO SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1727 ***********************************************************************
 JE1727  DESIGNATION -  AGRICOLA
 JE1727  PID         -  JE1727
 JE1727  STATE/COUNTY-  KS/COFFEY
 JE1727  USGS QUAD   -  WAVERLY (1973)
 JE1727
 JE1727                         *CURRENT SURVEY CONTROL
 JE1727  ___________________________________________________________________
 JE1727* NAD 83(1997)-  38 25 34.13045(N)    095 31 29.01381(W)     ADJUSTED  
 JE1727* NAVD 88     -       354.5    (meters)    1163.     (feet)  VERTCON   
 JE1727  ___________________________________________________________________
 JE1727  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JE1727  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JE1727
 JE1727  HORZ ORDER  -  THIRD
 JE1727
 JE1727.The horizontal coordinates were established by classical geodetic methods
 JE1727.and adjusted by the National Geodetic Survey in October 1998..
 JE1727
 JE1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1727
 JE1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1727
 JE1727.The geoid height was determined by GEOID03.
 JE1727
 JE1727;                    North         East     Units Scale Factor Converg.
 JE1727;SPC KS S     -   599,425.226   659,755.645   MT  0.99997523   +1 49 42.2
 JE1727;UTM  15      - 4,256,117.649   279,608.262   MT  1.00019821   -1 34 11.1
 JE1727
 JE1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1727!SPC KS S     -   0.99994931  x   0.99997523  =   0.99992454
 JE1727!UTM  15      -   0.99994931  x   1.00019821  =   1.00014751
 JE1727
 JE1727|---------------------------------------------------------------------|
 JE1727| PID    Reference Object                     Distance      Geod. Az  |
 JE1727|                                                           dddmmss.s |
 JE1727| CL4148 AGRICOLA RM 1                        20.473 METERS 04651     |
 JE1727| CL4150 AGRICOLA RM 3                        15.034 METERS 06602     |
 JE1727| CL4147 AGRICOLA AZ MK                                     0663424.3 |
 JE1727| JE1724 WILLIAMSBURG MICROWAVE              APPROX. 6.5 KM 0665255.4 |
 JE1727| JE1723 EMERALD ST PATRICKS CATH CH         APPROX. 7.7 KM 1260746.7 |
 JE1727| CL4149 AGRICOLA RM 2                        17.530 METERS 22405     |
 JE1727|---------------------------------------------------------------------|
 JE1727
 JE1727                          SUPERSEDED SURVEY CONTROL
 JE1727
 JE1727  NAD 83(1986)-  38 25 34.13697(N)    095 31 29.01496(W) AD(       ) 3
 JE1727  NAD 27      -  38 25 34.08300(N)    095 31 28.07900(W) AD(       ) 3
 JE1727  NGVD 29 (07/19/86)  354.3    (m)         1162.     (f) VERT ANG       
 JE1727
 JE1727.Superseded values are not recommended for survey control.
 JE1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1727.See file dsdata.txt to determine how the superseded data were derived.
 JE1727
 JE1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7960856118(NAD 83)
 JE1727_MARKER: DS = TRIANGULATION STATION DISK
 JE1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1727
 JE1727  HISTORY     - Date     Condition        Report By
 JE1727  HISTORY     - 1948     MONUMENTED       CGS
 JE1727  HISTORY     - 1974     GOOD             NGS
 JE1727
 JE1727                          STATION DESCRIPTION
 JE1727
 JE1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1727'THE STATION IS LOCATED 0.7 MILE NORTHEAST OF AGRICOLA, 50
 JE1727'FEET EAST OF THE CENTER OF U.S. HIGHWAY 50 S, 35 FEET WEST
 JE1727'OF THE SANTA FE RAILROAD AND 200 YARDS EAST OF A CEMETERY.
 JE1727'THE DISK IS STAMPED AGRICOLA 1948 AND PROJECTS 2 INCHES
 JE1727'ABOVE THE GROUND.
 JE1727'
 JE1727'REFERENCE MARK NO. 1 IS 47 FEET WEST OF THE SANTA FE RAILROAD
 JE1727'AND 39 FEET EAST OF THE CENTER OF U.S. HIGHWAY 50 S.  THE
 JE1727'DISK IS STAMPED AGRICOLA NO 1 1948 AND PROJECTS 2 INCHES
 JE1727'ABOVE THE GROUND.
 JE1727'
 JE1727'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE SANTA FE RAILROAD
 JE1727'AND 63 FEET EAST OF THE CENTER OF U.S. HIGHWAY 50 S.  THE
 JE1727'DISK IS STAMPED AGRICOLA NO 2 1948 AND PROJECTS 2 INCHES
 JE1727'ABOVE THE GROUND.
 JE1727'
 JE1727'THE AZIMUTH MARK IS 0.95 MILE NORTHEAST OF THE STATION, 38
 JE1727'FEET EAST OF THE CENTER OF U.S. HIGHWAY 50 S, 41 FEET EAST
 JE1727'OF AN INTERSECTION OF HIGHWAY 50 S AND A DIRT ROAD, 42 FEET
 JE1727'WEST OF THE SANTA FE RAILROAD, AND HALF WAY BETWEEN TWO
 JE1727'TELEPHONE POLES WHICH ARE 12 FEET APART.  THE DISK IS STAMPED
 JE1727'AGRICOLA 1948 AND PROJECTS 2 INCHES ABOVE THE GROUND.
 JE1727'
 JE1727'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE
 JE1727'OF AGRICOLA, GO WEST FOR .05 MILE TO U.S. HIGHWAY 50 S,
 JE1727'TURN RIGHT AND GO NORTHEAST FOR 0.7 MILE TO THE STATION
 JE1727'ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK CONTINUE
 JE1727'ON NORTHEAST ON U.S. HIGHWAY 50 S FOR 0.95 MILES TO THE
 JE1727'AZIMUTH MARK ON THE RIGHT.
 JE1727'
 JE1727'AN 87 FOOT SIGNAL AT WAVERLY 1934 IS VISIBLE AT 4 FEET.
 JE1727'
 JE1727'A 74 FOOT SIGNAL AT EMERALD IS VISIBLE AT 10 FEET.
 JE1727'
 JE1727'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1727
 JE1727                          STATION RECOVERY (1974)
 JE1727
 JE1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1727'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND
 JE1727'TO BE IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND WITH THE TOP
 JE1727'OF THE CONCRETE MONUMENT BROKEN OFF.  REFERENCE MARK 3 WAS
 JE1727'ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED PREVIOUS
 JE1727'DATA HOWEVER A DIFFERENCE OF 4 MINUTES 07 SECONDS WAS NOTED IN THE
 JE1727'ANGLE FROM THE AZIMUTH MARK TO REFERENCE MARK 2.  A NEW
 JE1727'DESCRIPTION FOLLOWS.
 JE1727'
 JE1727'THE STATION IS ABOUT 6 MILES EAST AND 6 MILES SOUTH OF MELVERN,
 JE1727'4-1/2 MILES EAST AND 2-1/4 MILES NORTH OF WAVERLY AND 4 MILES SOUTH
 JE1727'AND 3 MILES WEST OF WILLIAMSBURG ON THE SOUTH RIGHT-OF-WAY OF U.S.
 JE1727'HIGHWAY 50, IN THE SOUTHWEST 1/4 OF SECTION 3, R 17 E, T 19 S.
 JE1727'
 JE1727'TO REACH THE STATION FROM THE POST OFFICE IN WILLIAMSBURG GO
 JE1727'SOUTHWEST ON U.S. HIGHWAY 50 FOR 4.2 MILES TO A CROSSROADS AND THE
 JE1727'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHWEST ON U.S. HIGHWAY 50
 JE1727'FOR 0.95 MILE TO THE STATION ON THE LEFT ABOUT 0.1 MILE NORTHEAST
 JE1727'OF A CROSSROAD AND A CEMETERY IN THE NORTHWEST ANGLE OF THE
 JE1727'CROSSROAD.
 JE1727'
 JE1727'STATION MARK IS A STANDARD DISK, STAMPED AGRICOLA 1948, SET IN THE
 JE1727'TOP OF A 8 INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 JE1727'ABOVE THE GROUND.  IT IS 52 FEET SOUTH OF THE CENTERLINE OF U.S.
 JE1727'HIGHWAY 50.  MARK IS 3.0 FEET NORTHEAST OF A WITNESS POST.
 JE1727'
 JE1727'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AGRICOLA NO 2 1948, SET
 JE1727'IN THE TOP OF A 8 INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 JE1727'INCHES ABOVE THE GROUND.  IT IS 65 FEET SOUTH OF THE CENTERLINE OF
 JE1727'U.S. HIGHWAY 50 AND ABOUT THE SAME ELEVATION AS THE STATION.
 JE1727'
 JE1727'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED AGRICOLA 1948 NO 3
 JE1727'1974, SET IN THE TOP OF A 12 INCH-CYLINDRICAL CONCRETE MONUMENT THAT
 JE1727'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 58 FEET SOUTH OF THE
 JE1727'CENTERLINE OF U.S. HIGHWAY 50 AND ABOUT THE SAME ELEVATION AS THE
 JE1727'STATION.
 JE1727'
 JE1727'AZIMUTH MARK IS A STANDARD DISK, STAMPED AGRICOLA 1948, SET IN THE
 JE1727'TOP OF A 8 INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 JE1727'ABOVE THE GROUND.  IT IS 37-1/2 FEET SOUTH OF THE CENTERLINE OF U.S.
 JE1727'HIGHWAY 50, 28 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 6
 JE1727'1/2 FEET SOUTHEAST OF A TELEPHONE POLE NUMBERED E 70 AND ABOUT
 JE1727'HALFWAY BETWEEN TWO TELEPHONE POLES 12 FEET APART.
 JE1727'
 JE1727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHWEST
 JE1727'OF WILLIAMSBURG.
 JE1727'
 JE1727'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 JE1727'
 JE1727'NO MEASUREMENTS BETWEEN RMS DUE TO HEAVY BRUSH AND TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0766 ***********************************************************************
 JG0766  DESIGNATION -  AIKEN
 JG0766  PID         -  JG0766
 JG0766  STATE/COUNTY-  KS/STAFFORD
 JG0766  USGS QUAD   -  HUDSON SE (1971)
 JG0766
 JG0766                         *CURRENT SURVEY CONTROL
 JG0766  ___________________________________________________________________
 JG0766* NAD 83(1997)-  38 07 21.57072(N)    098 33 48.71967(W)     ADJUSTED  
 JG0766* NAVD 88     -       565.     (meters)    1854.     (feet)  SCALED    
 JG0766  ___________________________________________________________________
 JG0766  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 JG0766  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 JG0766
 JG0766  HORZ ORDER  -  SECOND
 JG0766
 JG0766.The horizontal coordinates were established by classical geodetic methods
 JG0766.and adjusted by the National Geodetic Survey in October 1998..
 JG0766
 JG0766.The orthometric height was scaled from a topographic map.
 JG0766
 JG0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0766
 JG0766.The geoid height was determined by GEOID03.
 JG0766
 JG0766;                    North         East     Units Scale Factor Converg.
 JG0766;SPC KS S     -   561,595.888   394,429.348   MT  0.99994230   -0 02 20.6
 JG0766;UTM  14      - 4,219,514.340   538,256.789   MT  0.99961802   +0 16 10.0
 JG0766
 JG0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0766!SPC KS S     -   0.99991553  x   0.99994230  =   0.99985784
 JG0766!UTM  14      -   0.99991553  x   0.99961802  =   0.99953359
 JG0766
 JG0766|---------------------------------------------------------------------|
 JG0766| PID    Reference Object                     Distance      Geod. Az  |
 JG0766|                                                           dddmmss.s |
 JG0766| CK8767 AIKEN RM 1                           19.812 METERS 12418     |
 JG0766| CK8766 AIKEN AZ MK                                        1874312.6 |
 JG0766| CK8768 AIKEN RM 2                           19.314 METERS 19058     |
 JG0766|---------------------------------------------------------------------|
 JG0766
 JG0766                          SUPERSEDED SURVEY CONTROL
 JG0766
 JG0766  NAD 83(1997)-  38 07 21.57793(N)    098 33 48.71989(W) AD(       ) 2
 JG0766  NAD 83(1986)-  38 07 21.57797(N)    098 33 48.71929(W) AD(       ) 2
 JG0766  NAD 27      -  38 07 21.53000(N)    098 33 47.43400(W) AD(       ) 2
 JG0766
 JG0766.Superseded values are not recommended for survey control.
 JG0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0766.See file dsdata.txt to determine how the superseded data were derived.
 JG0766
 JG0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH3825719514(NAD 83)
 JG0766_MARKER: DS = TRIANGULATION STATION DISK
 JG0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0766
 JG0766  HISTORY     - Date     Condition        Report By
 JG0766  HISTORY     - 1953     MONUMENTED       CGS
 JG0766
 JG0766                          STATION DESCRIPTION
 JG0766
 JG0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0766'THE STATION IS ABOUT 11 MILES NORTH-NORTHEAST OF STAFFORD, 5-1/2
 JG0766'MILES EAST-NORTHEAST OF HUDSON, ON LAND OWNED BY CORA AIKEN
 JG0766'AND IN SEC. 20, T 22 S, R 11 W.  IT IS ABOUT 500 YARDS NORTH OF
 JG0766'AN OIL WELL AND 3 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST.
 JG0766'
 JG0766'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST WEST OF THE
 JG0766'DEPOT IN HUDSON, GO SOUTH 0.1 MILE TO A T-JUNCTION, TURN LEFT
 JG0766'AND GO EAST 5.3 MILES TO A T-JUNCTION AND A SCHOOLHOUSE, TURN
 JG0766'LEFT AND GO NORTH 0.5 MILE TO A T-JUNCTION, CONTINUE NORTH 0.7
 JG0766'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.4
 JG0766'MILE TO A CATTLE GUARD ON THE RIGHT, TURN RIGHT AND GO ABOUT
 JG0766'100 YARDS TO THE HIGHEST POINT AND THE STATION.
 JG0766'
 JG0766'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED AIKEN
 JG0766'1953.
 JG0766'
 JG0766'REFERENCE MARK 1 IS 60 FEET SOUTHEAST OF THE WITNESS POST.  THE
 JG0766'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED AIKEN NO 1 1953.
 JG0766'
 JG0766'REFERENCE MARK 2 IS 64 FEET SOUTH OF THE WITNESS POST.  THE MARK
 JG0766'PROJECTS 6 INCHES AND THE DISK IS STAMPED AIKEN NO 2 1953.
 JG0766'
 JG0766'THE AZIMUTH MARK IS 12 FEET EAST OF THE CENTER OF THE ROAD, 4
 JG0766'FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT WEST
 JG0766'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JG0766'AIKEN 1953.
 JG0766'
 JG0766'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1646 ***********************************************************************
 JE1646  DESIGNATION -  AIR
 JE1646  PID         -  JE1646
 JE1646  STATE/COUNTY-  KS/FRANKLIN
 JE1646  USGS QUAD   -  PEORIA (1983)
 JE1646
 JE1646                         *CURRENT SURVEY CONTROL
 JE1646  ___________________________________________________________________
 JE1646* NAD 83(1997)-  38 32 20.37545(N)    095 14 57.46105(W)     ADJUSTED  
 JE1646* NAVD 88     -       296.0    (meters)     971.     (feet)  VERTCON   
 JE1646  ___________________________________________________________________
 JE1646  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JE1646  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JE1646
 JE1646  HORZ ORDER  -  THIRD
 JE1646
 JE1646.This mark is at Ottawa Municipal Airport (OWI)
 JE1646
 JE1646.The horizontal coordinates were established by classical geodetic methods
 JE1646.and adjusted by the National Geodetic Survey in October 1998..
 JE1646
 JE1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1646
 JE1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1646
 JE1646.The geoid height was determined by GEOID03.
 JE1646
 JE1646;                    North         East     Units Scale Factor Converg.
 JE1646;SPC KS S     -   612,746.805   683,356.136   MT  0.99999464   +1 59 51.5
 JE1646;UTM  15      - 4,268,018.371   303,960.689   MT  1.00007330   -1 24 06.7
 JE1646
 JE1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1646!SPC KS S     -   0.99995853  x   0.99999464  =   0.99995317
 JE1646!UTM  15      -   0.99995853  x   1.00007330  =   1.00003183
 JE1646
 JE1646|---------------------------------------------------------------------|
 JE1646| PID    Reference Object                     Distance      Geod. Az  |
 JE1646|                                                           dddmmss.s |
 JE1646| CL4153 AIR RM 3                             23.580 METERS 03729     |
 JE1646| CL4151 AIR RM 1                             23.696 METERS 03752     |
 JE1646| CL4152 AIR RM 2                             24.015 METERS 13914     |
 JE1646| CL4154 AIR RM 4                             23.973 METERS 13918     |
 JE1646| CL4155 AIR RM 5                             23.961 METERS 13925     |
 JE1646| JE1716 RICHMOND MUN WATER TANK             APPROX.15.3 KM 1851108.6 |
 JE1646| JE1664 VOR OTTAWA OWQ                      APPROX. 0.6 KM 2801952.0 |
 JE1646| JE1662 BURLINGTON                          APPROX. 5.2 KM 2933637.7 |
 JE1646| JE1667 OTTAWA RWD NO 4 STANDPIPE           APPROX. 4.3 KM 3120851.0 |
 JE1646| JE1666 OTTAWA S MUN TANK                   APPROX. 6.4 KM 3433127.5 |
 JE1646| JE2107 AIR AZ MK                           422.951 METERS 3593744.3 |
 JE1646|---------------------------------------------------------------------|
 JE1646
 JE1646                          SUPERSEDED SURVEY CONTROL
 JE1646
 JE1646  NAD 83(1986)-  38 32 20.38297(N)    095 14 57.46386(W) AD(       ) 3
 JE1646  NAD 27      -  38 32 20.33386(N)    095 14 56.56379(W) AD(       ) 3
 JE1646  NGVD 29 (07/19/86)  295.9    (m)          971.     (f) VERT ANG       
 JE1646
 JE1646.Superseded values are not recommended for survey control.
 JE1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1646.See file dsdata.txt to determine how the superseded data were derived.
 JE1646
 JE1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0396168018(NAD 83)
 JE1646_MARKER: DS = TRIANGULATION STATION DISK
 JE1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1646
 JE1646  HISTORY     - Date     Condition        Report By
 JE1646  HISTORY     - 1948     MONUMENTED       CGS
 JE1646  HISTORY     - 1970     GOOD             NGS
 JE1646  HISTORY     - 1974     GOOD             NGS
 JE1646
 JE1646                          STATION DESCRIPTION
 JE1646
 JE1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1646'LOCATED ABOUT 5 MILES SOUTH AND 1 MILE EAST OF OTTAWA ON
 JE1646'LAND OWNED BY THE NEW MUNICIPAL AIRPORT.  THE STATION IS AT
 JE1646'THE EAST EDGE OF THE LANDING FIELD, 0.15 MILE SOUTH OF THE
 JE1646'DRIVEWAY WEST TO THE HANGAR, 26.5 FEET WEST OF THE CENTER OF
 JE1646'THE NORTH-SOUTH ROAD, 72.5 FEET SOUTH OF A BOUNDARY MARKER AND
 JE1646'IS ACROSS THE ROAD WEST OF A FARM HOUSE.  IT IS STAMPED AIR
 JE1646'1948 AND IS FLUSH WITH THE GROUND.
 JE1646'
 JE1646'REFERENCE MARK NO. 1 IS AT THE WEST EDGE OF THE FARM YARD,
 JE1646'71 FEET SOUTH OF THE CENTER OF THE DRIVEWAY EAST AND 22.5
 JE1646'FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD.  IT IS
 JE1646'STAMPED AIR NO 1 1948 AND IS FLUSH WITH THE GROUND.
 JE1646'
 JE1646'REFERENCE MARK NO. 2 IS 24.5 FEET EAST OF THE CENTER OF THE
 JE1646'ROAD, 24.5 FEET SOUTH OF A FENCE CORNER AND 6 FEET WEST OF
 JE1646'THE NORTH-SOUTH FENCE.  IT IS STAMPED AIR NO 2 1948 AND IS
 JE1646'FLUSH WITH THE GROUND.
 JE1646'
 JE1646'AZIMUTH MARK IS NEAR THE NORTHEAST CORNER OF THE AIRPORT, 66
 JE1646'FEET SOUTH OF A FENCE CORNER, 30 FEET WEST OF THE CENTER OF
 JE1646'THE NORTH-SOUTH ROAD, 0.1 MILE NORTH OF THE DRIVEWAY TO THE HANGAR
 JE1646'AND 2.5 FEET WEST OF THE SOUTH END OF A FIELD MARKER.  IT IS
 JE1646'STAMPED AIR 1948 AND IS FLUSH WITH THE GROUND.
 JE1646'
 JE1646'TO REACH FROM THE COURTHOUSE IN OTTAWA, GO SOUTH ON U.S.
 JE1646'HIGHWAY 50S FOR 1.75 MILES TO THE JUNCTION OF U.S. 59 AND
 JE1646'50S, GO SOUTH ON U.S. 59 FOR 2.75 MILES TO A CROSSROAD AND
 JE1646'A SCHOOL HOUSE IN THE SOUTHEAST ANGLE OF THE INTERSECTION,
 JE1646'TURN LEFT, EAST, FOR 1 MILE TO A CROSSROAD, TURN RIGHT, SOUTH,
 JE1646'FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH
 JE1646'FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 JE1646'
 JE1646'A 74 FOOT SIGNAL AT NORWOOD IS VISIBLE FROM THE GROUND.
 JE1646'
 JE1646'A 74 FOOT SIGNAL AT WELLS IS VISIBLE AT 25 FEET.
 JE1646'
 JE1646'A 74 FOOT SIGNAL AT WALNUT IS VISIBLE AT 35 FEET.
 JE1646'
 JE1646'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1646
 JE1646                          STATION RECOVERY (1970)
 JE1646
 JE1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1646'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 JE1646'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 JE1646'2 WERE FOUND DESTROYED.  A 7 FOOT TARGET IS NEEDED TO SEE THE
 JE1646'AZIMUTH MARK FROM THE STATION.
 JE1646'
 JE1646'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 JE1646'
 JE1646'FOLLOWING IS A NEW DESCRIPTION.
 JE1646'
 JE1646'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 35 AND
 JE1646'U.S. HIGHWAY 59 (OVERPASS) AT THE SOUTH SIDE OF OTTAWA, GO
 JE1646'SOUTH ON U.S. HIGHWAY 59 FOR 1.8 MILES TO A CROSSROAD AND
 JE1646'A SCHOOL HOUSE IN THE SOUTHEAST ANGLE.  TURN LEFT AND GO
 JE1646'EAST ON A GRAVELED ROAD FOR 1.0 MILES TO A CROSSROAD.  TURN
 JE1646'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO THE
 JE1646'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON THE GRAVELED
 JE1646'ROAD FOR 0.3 MILE TO A HOUSE ON THE LEFT AND THE STATION
 JE1646'ON THE RIGHT.
 JE1646'
 JE1646'STATION MARK, A STANDARD DISK STAMPED AIR 1948, IS SET IN
 JE1646'THE TOP OF A SQUARE CONCRETE POST WHICH IS 1 INCH BELOW THE
 JE1646'SURFACE OF THE GROUND.  IT IS 26.5 FEET WEST OF THE CENTER
 JE1646'OF THE GRAVELED ROAD, 18 FEET NORTH OF A PROJECTED LINE WITH
 JE1646'THE SOUTH SIDE OF THE HOUSE, AND 3 FEET EAST OF A METAL WITNESS
 JE1646'POST SET IN A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK WAS NOT
 JE1646'INSPECTED.
 JE1646'
 JE1646'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED AIR 1948 NO. 3
 JE1646'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 JE1646'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 63 FEET SOUTH OF THE
 JE1646'CENTER OF A DRIVEWAY AND 23 FEET EAST OF THE CENTER OF A
 JE1646'GRAVELED ROAD.
 JE1646'
 JE1646'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED AIR 1948 NO. 4
 JE1646'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JE1646'1 INCH.  IT IS 25 FEET EAST OF THE CENTER OF THE GRAVELED ROAD
 JE1646'AND 13 FEET SOUTH-SOUTHWEST OF AN UNDERGROUND TELEPHONE
 JE1646'CABLE BOX.
 JE1646'
 JE1646'AZIMUTH MARK, A STANDARD DISK STAMPED AIR 1948, IS SET IN
 JE1646'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 JE1646'OF THE GROUND.  IT IS NEAR THE NORTHEAST CORNER OF AIRPORT,
 JE1646'66 FEET SOUTH OF A FENCE CORNER, 38 FEET NORTH OF AN UNDERGROUND
 JE1646'TELEPHONE CABLE BOX, 30 FEET WEST OF THE CENTER OF THE GRAVELED
 JE1646'ROAD, 1 FOOT WEST OF A METAL WITNESS POST, AND 0.5 FEET WEST
 JE1646'OF A NORTH-SOUTH FENCE.
 JE1646'
 JE1646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6
 JE1646'MILES SSE OF OTTAWA.
 JE1646
 JE1646                          STATION RECOVERY (1974)
 JE1646
 JE1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1646'STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE RECOVERED.
 JE1646'REFERENCE MARK 3 HAS BEEN HIT BY MACHINERY BUT IS STILL SOLID.  THE
 JE1646'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND DUE TO NEW GATE
 JE1646'POST AT THE ENTRANCE TO THE AIRPORT.  DIFFERENCES WERE NOTED IN
 JE1646'THE DISTANCE AND DIRECTION TO REFERENCE MARK 3.  IT WAS 0.013
 JE1646'METER OR 0.04 FOOT SHORTER THAN THE 1970 DATA.  ALSO, THE ANGLE
 JE1646'FAILED TO CHECK THE 1970 DATA BY 3 MINUTES 15 SECONDS.
 JE1646'REFERENCE MARK 4 WAS FOUND WITH THE DISK MISSING AND A NEW
 JE1646'REFERENCE MARK 5 WAS ESTABLISHED AT THIS TIME.  FOLLOWING IS A
 JE1646'NEW DESCRIPTION.
 JE1646'
 JE1646'THE STATION IS ABOUT 3 MILES SOUTH AND 1 MILE EAST OF OTTAWA, 3 MILES
 JE1646'NORTH AND 1 MILE EAST OF PRINCETON, ON THE ROAD RIGHT-OF-WAY IN THE
 JE1646'SOUTHEAST EDGE OF S 25, R 19 E, T 17 S.
 JE1646'
 JE1646'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 JE1646'U.S. HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA, GO SOUTH ON U.S.
 JE1646'HIGHWAY 59 FOR 1.7 MILES TO A CROSSROAD, TURN LEFT AND GO EAST FOR
 JE1646'1 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.45 MILE TO
 JE1646'THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR 0.3 MILE TO THE
 JE1646'STATION ON THE RIGHT.
 JE1646'
 JE1646'STATION MARK IS A STANDARD DISK STAMPED AIR 1948, SET IN THE TOP OF
 JE1646'AN 12-INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 JE1646'GROUND.  IT IS 140 FEET WEST OF THE SOUTHEAST CORNER OF A HOUSE,
 JE1646'27 FEET WEST OF THE CENTER OF THE ROAD AND 3 FEET EAST OF A METAL
 JE1646'WITNESS POST.
 JE1646'
 JE1646'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AIR NO 3 1948 1970, SET
 JE1646'IN THE TOP OF AN 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 JE1646'THE GROUND.  IT IS 25 FEET EAST OF THE CENTER OF THE ROAD AND ABOUT
 JE1646'THE SAME ELEVATION AS THE STATION.
 JE1646'
 JE1646'REFERENCE MARK 5 IS A STANDARD DISK STAMPED AIR 1948 NO 5 1974 SET
 JE1646'IN THE TOP OF AN 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JE1646'WITH THE GROUND.  IT IS 25.5 FEET EAST OF THE CENTER OF THE ROAD
 JE1646'AND ABOUT THE SAME ELEVATION AS THE STATION.
 JE1646'
 JE1646'AZIMUTH MARK IS A STANDARD DISK STAMPED AIR 1948 SET IN THE TOP OF
 JE1646'AN 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 JE1646'IT IS 32 FEET WEST OF THE CENTER OF THE ROAD AND 1.2 FEET WEST OF A
 JE1646'METAL WITNESS POST AND A FENCE.
 JE1646'
 JE1646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 JE1646'OF OTTAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1564 ***********************************************************************
 JF1564  DESIGNATION -  AIRPORT BCN HUTCHINSON MUN APT
 JF1564  PID         -  JF1564
 JF1564  STATE/COUNTY-  KS/RENO
 JF1564  USGS QUAD   -  HUTCHINSON SE (1978)
 JF1564
 JF1564                         *CURRENT SURVEY CONTROL
 JF1564  ___________________________________________________________________
 JF1564* NAD 83(1997)-  38 03 56.93325(N)    097 52 02.57657(W)     ADJUSTED  
 JF1564* NAVD 88     -                                                        
 JF1564  ___________________________________________________________________
 JF1564  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JF1564  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 JF1564
 JF1564  HORZ ORDER  -  THIRD
 JF1564
 JF1564.This mark is at Hutchinson Municipal Airport (HUT)
 JF1564
 JF1564.The horizontal coordinates were established by classical geodetic methods
 JF1564.and adjusted by the National Geodetic Survey in October 1998..
 JF1564
 JF1564
 JF1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1564
 JF1564.The geoid height was determined by GEOID03.
 JF1564
 JF1564;                    North         East     Units Scale Factor Converg.
 JF1564;SPC KS S     -   555,473.134   455,510.869   MT  0.99993925   +0 23 19.5
 JF1564;UTM  14      - 4,213,722.864   599,353.431   MT  0.99972157   +0 41 54.2
 JF1564
 JF1564                          SUPERSEDED SURVEY CONTROL
 JF1564
 JF1564  NAD 83(1997)-  38 03 56.94191(N)    097 52 02.57693(W) AD(       ) 4
 JF1564  NAD 83(1986)-  38 03 56.94225(N)    097 52 02.57617(W) AD(       ) 4
 JF1564  NAD 27      -  38 03 56.90304(N)    097 52 01.39167(W) AD(       ) 3
 JF1564
 JF1564.Superseded values are not recommended for survey control.
 JF1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1564.See file dsdata.txt to determine how the superseded data were derived.
 JF1564
 JF1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9935313723(NAD 83)
 JF1564_MARKER: 21 = AIRPORT BEACON
 JF1564
 JF1564  HISTORY     - Date     Condition        Report By
 JF1564  HISTORY     - 1963     FIRST OBSERVED   CGS
 JF1564  HISTORY     - 19850611 GOOD             NGS
 JF1564
 JF1564                          STATION DESCRIPTION
 JF1564
 JF1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (ILC)
 JF1564'THE STATION, AIRPORT BEACON HUTCHINSON MUNICIPAL AIRPORT, IS
 JF1564'THE CENTER OF THE ROTATING BEACON, ATOP A FOUR LEGGED TOWER
 JF1564'PAINTED RED AND WHITE AND HAS AN OVERALL HEIGHT OF 50 FEET.
 JF1564'IT IS 450 FEET NORTH-NORTHWEST OF THE ENTRANCE TO THE TERMINAL
 JF1564'BUILDING, 91 FEET EAST OF THE CENTER OF A PAVED ROAD, 53 FEET
 JF1564'SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK HANGAR AND AT THE
 JF1564'NORTHWEST CORNER OF THE HUTCHINSON MUNICIPAL AIRPORT.
 JF1564
 JF1564                          STATION RECOVERY (1985)
 JF1564
 JF1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JF1564'THE BEACON IS LOCATED ON THE AIRPORT PROPERTY.  IT IS ABOUT 30 FT (9.1
 JF1564'M) ABOVE GROUND LEVEL, 50 FT (15.2 M) WEST OF THE NORTHERNMOST HANGAR.
 JF1564'A TWIN ROTATING GREEN AND WHITE LIGHT POINT INTERSECTED, A SHAFT
 JF1564'DIRECTLY BENEATH THE BEACON LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1530 ***********************************************************************
 JF1530  DESIGNATION -  AIRPORT BCN NEWTON MUN APT
 JF1530  PID         -  JF1530
 JF1530  STATE/COUNTY-  KS/HARVEY
 JF1530  USGS QUAD   -  NEWTON (1989)
 JF1530
 JF1530                         *CURRENT SURVEY CONTROL
 JF1530  ___________________________________________________________________
 JF1530* NAD 83(1997)-  38 03 09.77947(N)    097 16 47.93034(W)     ADJUSTED  
 JF1530* NAVD 88     -                                                        
 JF1530  ___________________________________________________________________
 JF1530  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 JF1530  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 JF1530
 JF1530  HORZ ORDER  -  THIRD
 JF1530
 JF1530.This mark is at Newton-City-Co Airport (EWK)
 JF1530
 JF1530.The horizontal coordinates were established by classical geodetic methods
 JF1530.and adjusted by the National Geodetic Survey in October 1998..
 JF1530
 JF1530
 JF1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1530
 JF1530.The geoid height was determined by GEOID03.
 JF1530
 JF1530;                    North         East     Units Scale Factor Converg.
 JF1530;SPC KS S     -   554,531.561   507,070.927   MT  0.99993869   +0 44 59.1
 JF1530;UTM  14      - 4,213,060.507   650,910.436   MT  0.99988049   +1 03 37.4
 JF1530
 JF1530                          SUPERSEDED SURVEY CONTROL
 JF1530
 JF1530  NAD 83(1997)-  38 03 09.78886(N)    097 16 47.93031(W) AD(       ) 4
 JF1530  NAD 83(1986)-  38 03 09.79119(N)    097 16 47.92945(W) AD(       ) 4
 JF1530  NAD 27      -  38 03 09.75456(N)    097 16 46.81031(W) AD(       ) 3
 JF1530
 JF1530.Superseded values are not recommended for survey control.
 JF1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1530.See file dsdata.txt to determine how the superseded data were derived.
 JF1530
 JF1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH5091013061(NAD 83)
 JF1530_MARKER: 21 = AIRPORT BEACON
 JF1530
 JF1530  HISTORY     - Date     Condition        Report By
 JF1530  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1530  HISTORY     - 1982     GOOD             NGS
 JF1530  HISTORY     - 19920521 GOOD             NGS
 JF1530
 JF1530                          STATION DESCRIPTION
 JF1530
 JF1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1530'THE STATION, AIRPORT BEACON NEWTON MUNICIPAL AIRPORT, IS THE CENTER
 JF1530'OF THE ROTATION BEACON MOUNTED ATOP A 50 FOOT TALL STEEL TOWER AT
 JF1530'WIRT FIELD LOCATED 3.5 MILES EAST OF NEWTON.
 JF1530
 JF1530                          STATION RECOVERY (1982)
 JF1530
 JF1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JF1530'THE STATION WAS RECOVERED AS DESCRIBED.
 JF1530'
 JF1530'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES EAST
 JF1530'OF NEWTON.
 JF1530
 JF1530                          STATION RECOVERY (1992)
 JF1530
 JF1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JF1530'THE STATION IS A STANDARD ROTATING GREEN AND CLEAR LIGHT MOUNTED ATOP
 JF1530'A SKELETON STEEL TOWER (PAINTED SILVER) AT THE EAST CORNER OF THE
 JF1530'LARGEST HANGAR ON THE AIRPORT.  THE POINT OBSERVED WAS THE ROTATING
 JF1530'LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1651 ***********************************************************************
 JE1651  DESIGNATION -  AIRPORT BCN OTTAWA MUN APT
 JE1651  PID         -  JE1651
 JE1651  STATE/COUNTY-  KS/FRANKLIN
 JE1651  USGS QUAD   -  PEORIA (1983)
 JE1651
 JE1651                         *CURRENT SURVEY CONTROL
 JE1651  ___________________________________________________________________
 JE1651* NAD 83(1997)-  38 32 29.53164(N)    095 14 58.87365(W)     ADJUSTED  
 JE1651* NAVD 88     -                                                        
 JE1651  ___________________________________________________________________
 JE1651  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JE1651  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JE1651
 JE1651  HORZ ORDER  -  THIRD
 JE1651
 JE1651.This mark is at Ottawa Municipal Airport (OWI)
 JE1651
 JE1651.The horizontal coordinates were established by classical geodetic methods
 JE1651.and adjusted by the National Geodetic Survey in October 1998..
 JE1651
 JE1651
 JE1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1651
 JE1651.The geoid height was determined by GEOID03.
 JE1651
 JE1651;                    North         East     Units Scale Factor Converg.
 JE1651;SPC KS S     -   613,027.773   683,312.106   MT  0.99999513   +1 59 50.7
 JE1651;UTM  15      - 4,268,301.477   303,933.396   MT  1.00007343   -1 24 07.9
 JE1651
 JE1651                          SUPERSEDED SURVEY CONTROL
 JE1651
 JE1651  NAD 83(1986)-  38 32 29.53911(N)    095 14 58.87635(W) AD(       ) 4
 JE1651  NAD 27      -  38 32 29.49109(N)    095 14 57.97602(W) AD(       ) 3
 JE1651
 JE1651.Superseded values are not recommended for survey control.
 JE1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1651.See file dsdata.txt to determine how the superseded data were derived.
 JE1651
 JE1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0393368301(NAD 83)
 JE1651_MARKER: 21 = AIRPORT BEACON
 JE1651
 JE1651  HISTORY     - Date     Condition        Report By
 JE1651  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1651
 JE1651                          STATION DESCRIPTION
 JE1651
 JE1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1651'THE STATION, AIRPORT BEACON OTTAWA MUNICIPAL AIRPORT, IS THE CENTER
 JE1651'OF A ROTATING BEACON LOCATED ON THE TOP OF A 3-LEGGED STAND ATOP THE
 JE1651'SOUTHERLY ONE OF TWO HANGERS THAT ARE 60 FEET APART.  IT IS ABOUT
 JE1651'23 FEET ABOVE THE GROUND AND IS OWNED BY THE CITY OF OTTAWA.
 JE1651'
 JE1651'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 JE1651'U.S. HIGHWAY 59 IN THE SOUTH EDGE OF OTTAWA, GO SOUTH ON HIGHWAY 59
 JE1651'FOR 1.7 MILES TO A CROSSROAD, TURN LEFT AND GO EAST FOR 1.0 MILE TO
 JE1651'A CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.4 MILE TO THE ENTRANCE
 JE1651'TO THE AIRPORT AND STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1605 ***********************************************************************
 JF1605  DESIGNATION -  AIRPORT BCN SALINA MUN APT
 JF1605  PID         -  JF1605
 JF1605  STATE/COUNTY-  KS/SALINE
 JF1605  USGS QUAD   -  SALINA SW (1978)
 JF1605
 JF1605                         *CURRENT SURVEY CONTROL
 JF1605  ___________________________________________________________________
 JF1605* NAD 83(1997)-  38 47 22.10526(N)    097 38 22.17288(W)     ADJUSTED  
 JF1605* NAVD 88     -                                                        
 JF1605  ___________________________________________________________________
 JF1605  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 JF1605  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 JF1605
 JF1605  HORZ ORDER  -  THIRD
 JF1605
 JF1605.This mark is at Salina Municipal Airport (SLN)
 JF1605
 JF1605.The horizontal coordinates were established by classical geodetic methods
 JF1605.and adjusted by the National Geodetic Survey in October 1998..
 JF1605
 JF1605
 JF1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1605
 JF1605.The geoid height was determined by GEOID03.
 JF1605
 JF1605;                    North         East     Units Scale Factor Converg.
 JF1605;SPC KS N     -    50,698.761   431,321.379   MT  0.99998905   +0 13 41.2
 JF1605;UTM  14      - 4,294,293.608   618,159.462   MT  0.99977192   +0 51 08.7
 JF1605
 JF1605                          SUPERSEDED SURVEY CONTROL
 JF1605
 JF1605  NAD 83(1986)-  38 47 22.11516(N)    097 38 22.17344(W) AD(       ) 4
 JF1605  NAD 27      -  38 47 22.10342(N)    097 38 21.05048(W) AD(       ) 3
 JF1605
 JF1605.Superseded values are not recommended for survey control.
 JF1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1605.See file dsdata.txt to determine how the superseded data were derived.
 JF1605
 JF1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1815994294(NAD 83)
 JF1605_MARKER: 21 = AIRPORT BEACON
 JF1605
 JF1605  HISTORY     - Date     Condition        Report By
 JF1605  HISTORY     - 1967     FIRST OBSERVED   CGS
 JF1605  HISTORY     - 19891124 GOOD             NGS
 JF1605
 JF1605                          STATION DESCRIPTION
 JF1605
 JF1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CAA)
 JF1605'THE POINT INTERSECTED IS THE TOP-CENTER OF THE REVOLVING BEACON
 JF1605'WHICH IS LOCATED ATOP OF A BUILDING THAT IS PAINTED ALTERNATELY
 JF1605'RED AND WHITE.  IT IS LOCATED AT INTERSECTION OF GENERAL JIM
 JF1605'ROAD AND ARNOLD AVENUE AT THE SALINA MUNICIPAL AIRPORT.
 JF1605
 JF1605                          STATION RECOVERY (1989)
 JF1605
 JF1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JF1605'THE AIRPORT BEACON IS LOCATED ATOP A RED AND WHITE CHECKERED WATER
 JF1605'TANK, 3900 FT (1188.7 M) NORTH OF THE TERMINAL BUILDING AT THE SALINA
 JF1605'MUNICIPAL AIRPORT.  A STANDARD GREEN AND WHITE ROTATING SIGNAL BEACON.
 JF1605'POINT OBSERVED WAS THE SPINDLE DIRECTLY BELOW THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1255 ***********************************************************************
 HF1255  DESIGNATION -  AIRPORT BCN WICHITA MUN APT
 HF1255  PID         -  HF1255
 HF1255  STATE/COUNTY-  KS/SEDGWICK
 HF1255  USGS QUAD   -  WICHITA WEST (1982)
 HF1255
 HF1255                         *CURRENT SURVEY CONTROL
 HF1255  ___________________________________________________________________
 HF1255* NAD 83(1997)-  37 39 53.67673(N)    097 25 33.84110(W)     ADJUSTED  
 HF1255* NAVD 88     -                                                        
 HF1255  ___________________________________________________________________
 HF1255  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HF1255  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 HF1255
 HF1255  HORZ ORDER  -  THIRD
 HF1255
 HF1255.This mark is at Wichita Mid-Continent Airport (ICT)
 HF1255
 HF1255.The horizontal coordinates were established by classical geodetic methods
 HF1255.and adjusted by the National Geodetic Survey in October 1998..
 HF1255
 HF1255
 HF1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1255
 HF1255.The geoid height was determined by GEOID03.
 HF1255
 HF1255;                    North         East     Units Scale Factor Converg.
 HF1255;SPC KS S     -   511,335.249   494,746.517   MT  0.99994559   +0 39 35.9
 HF1255;UTM  14      - 4,169,802.404   638,817.991   MT  0.99983736   +0 57 42.8
 HF1255
 HF1255                          SUPERSEDED SURVEY CONTROL
 HF1255
 HF1255  NAD 83(1997)-  37 39 53.68394(N)    097 25 33.83720(W) AD(       ) 4
 HF1255  NAD 83(1986)-  37 39 53.68802(N)    097 25 33.83703(W) AD(       ) 4
 HF1255  NAD 27      -  37 39 53.63825(N)    097 25 32.66705(W) AD(       ) 3
 HF1255
 HF1255.Superseded values are not recommended for survey control.
 HF1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1255.See file dsdata.txt to determine how the superseded data were derived.
 HF1255
 HF1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3881869802(NAD 83)
 HF1255_MARKER: 21 = AIRPORT BEACON
 HF1255
 HF1255  HISTORY     - Date     Condition        Report By
 HF1255  HISTORY     - 1972     FIRST OBSERVED   NGS
 HF1255  HISTORY     - 1978     GOOD             NGS
 HF1255  HISTORY     - 19881107 GOOD             NGS
 HF1255
 HF1255                          STATION DESCRIPTION
 HF1255
 HF1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF1255'THE STATION, AIRPORT BEACON WICHITA MUNICIPAL AIRPORT, IS THE CENTER
 HF1255'OF THE ROTATING BEACON MOUNTED AT THE TOP OF A 50 FOOT TALL
 HF1255'SELF-SUPPORTING STEEL TOWER.  IT IS LOCATED ON AIRPORT PROPERTY AT
 HF1255'THE SOUTHEAST ANGLE OF THE INTERSECTION OF HARRY STREET AND RIDGE
 HF1255'ROAD IN THE WEST PART OF WICHITA.
 HF1255
 HF1255                          STATION RECOVERY (1978)
 HF1255
 HF1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 HF1255'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HF1255'
 HF1255'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WICHITA
 HF1255'MID-CONTINENT AIRPORT.
 HF1255
 HF1255                          STATION RECOVERY (1988)
 HF1255
 HF1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HF1255'THE STATION IS THE CENTER SHAFT OF THE ROTATING LIGHT AT THE WICHITA
 HF1255'MID-CONTINENT AIRPORT.  THE BEACON IS LOCATED ON THE NORTH EDGE OF THE
 HF1255'AIRPORT PROPERTY APPROXIMATELY 175 FT (53.3 M) SW OF THE E
 HF1255'INTERSECTION OF WHEELER AVE, AND SOUTH RIDGE ROAD AND IT IS SET ATOP A
 HF1255'SKELETON STEEL TOWER WHICH IS 65 FT (19.8 M) HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1375 ***********************************************************************
 JF1375  DESIGNATION -  AIRPORT BEACON EMPORIA MUN APT
 JF1375  PID         -  JF1375
 JF1375  STATE/COUNTY-  KS/LYON
 JF1375  USGS QUAD   -  OLPE (1973)
 JF1375
 JF1375                         *CURRENT SURVEY CONTROL
 JF1375  ___________________________________________________________________
 JF1375* NAD 83(1997)-  38 19 52.72711(N)    096 11 17.23686(W)     ADJUSTED  
 JF1375* NAVD 88     -                                                        
 JF1375  ___________________________________________________________________
 JF1375  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 JF1375  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF1375
 JF1375  HORZ ORDER  -  THIRD
 JF1375
 JF1375.This mark is at Emporia Municipal Airport (EMP)
 JF1375
 JF1375.The horizontal coordinates were established by classical geodetic methods
 JF1375.and adjusted by the National Geodetic Survey in October 1998..
 JF1375
 JF1375
 JF1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1375
 JF1375.The geoid height was determined by GEOID03.
 JF1375
 JF1375;                    North         East     Units Scale Factor Converg.
 JF1375;SPC KS S     -   587,259.608   602,112.630   MT  0.99996192   +1 25 14.6
 JF1375;UTM  14      - 4,246,318.162   745,783.597   MT  1.00034403   +1 44 41.4
 JF1375
 JF1375                          SUPERSEDED SURVEY CONTROL
 JF1375
 JF1375  NAD 83(1986)-  38 19 52.73503(N)    096 11 17.24032(W) AD(       ) 4
 JF1375  NAD 27      -  38 19 52.67849(N)    096 11 16.25855(W) AD(       ) 3
 JF1375
 JF1375.Superseded values are not recommended for survey control.
 JF1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1375.See file dsdata.txt to determine how the superseded data were derived.
 JF1375
 JF1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4578446318(NAD 83)
 JF1375_MARKER: 21 = AIRPORT BEACON
 JF1375
 JF1375  HISTORY     - Date     Condition        Report By
 JF1375  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1375  HISTORY     - 1974     GOOD             NGS
 JF1375
 JF1375                          STATION DESCRIPTION
 JF1375
 JF1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1375'THE STATION IS LOCATED AT THE EMPORIA MUNICIPAL AIRPORT, 5 MILES
 JF1375'SOUTH OF EMPORIA AND 4-1/2 MILES NORTH OF OLPE.  IT IS 80 FEET
 JF1375'SOUTH OF THE SOUTHEAST CORNER OF THE LARGE BRICK AIRPORT HANGAR.
 JF1375'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 64 FEET HIGH, PAINTED
 JF1375'IN ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE POINT MEASURED
 JF1375'TO AND OBSERVED ON IS THE CENTER OF THE BASE OF THE TOWER.
 JF1375'
 JF1375'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LYON
 JF1375'1956.  THE DISTANCE IS 18.07 FEET, 5.506 METERS EAST OF STATION
 JF1375'LYON.
 JF1375'
 JF1375'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S
 JF1375'AND STATE HIGHWAY 99 (6TH AVENUE AND COMMERCIAL STREET), IN
 JF1375'EMPORIA, GO SOUTH ON HIGHWAY 99 FOR 5.1 MILES TO A CROSSROAD.
 JF1375'TURN RIGHT AND GO WEST ON A GRAVEL ROAD FOR 0.4 MILE TO THE
 JF1375'EMPORIA MUNICIPAL AIRPORT AND THE STATION.
 JF1375
 JF1375                          STATION RECOVERY (1974)
 JF1375
 JF1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JF1375'THE STATION, AIRPORT BEACON EMPORIA MUNICIPAL AIRPORT, IS THE CENTER
 JF1375'OF THE SPINDLE AT THE BASE OF THE ROTATING LIGHT ATOP A 75 FOOT
 JF1375'HIGH, FOUR LEGGED STEEL TOWER, THAT IS LOCATED AT THE EMPORIA
 JF1375'MUNICIPAL AIRPORT.  A DISTANCE WAS MEASURED FROM TRIANGULATION
 JF1375'STATION LYON 1956, THE DISTANCE BEING 18.08 FEET OR 5.511 METERS
 JF1375'EAST OF STATION LYON 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0831 ***********************************************************************
 KH0831  DESIGNATION -  AIRPORT BEACON OBERLIN APT
 KH0831  PID         -  KH0831
 KH0831  STATE/COUNTY-  KS/DECATUR
 KH0831  USGS QUAD   -  OBERLIN (1965)
 KH0831
 KH0831                         *CURRENT SURVEY CONTROL
 KH0831  ___________________________________________________________________
 KH0831* NAD 83(1997)-  39 49 57.58928(N)    100 32 06.71303(W)     ADJUSTED  
 KH0831* NAVD 88     -                                                        
 KH0831  ___________________________________________________________________
 KH0831  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 KH0831  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KH0831
 KH0831  HORZ ORDER  -  THIRD
 KH0831
 KH0831.The horizontal coordinates were established by classical geodetic methods
 KH0831.and adjusted by the National Geodetic Survey in October 1998..
 KH0831
 KH0831
 KH0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0831
 KH0831.The geoid height was determined by GEOID03.
 KH0831
 KH0831;                    North         East     Units Scale Factor Converg.
 KH0831;SPC KS N     -   169,487.173   183,008.666   MT  1.00000838   -1 36 14.6
 KH0831;UTM  14      - 4,410,312.261   368,633.783   MT  0.99981245   -0 59 00.6
 KH0831
 KH0831                          SUPERSEDED SURVEY CONTROL
 KH0831
 KH0831  NAD 83(1997)-  39 49 57.59101(N)    100 32 06.71355(W) AD(       ) 4
 KH0831  NAD 83(1986)-  39 49 57.59389(N)    100 32 06.71515(W) AD(       ) 4
 KH0831  NAD 27      -  39 49 57.58219(N)    100 32 05.19107(W) AD(       ) 3
 KH0831
 KH0831.Superseded values are not recommended for survey control.
 KH0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0831.See file dsdata.txt to determine how the superseded data were derived.
 KH0831
 KH0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK6863410312(NAD 83)
 KH0831_MARKER: 21 = AIRPORT BEACON
 KH0831
 KH0831  HISTORY     - Date     Condition        Report By
 KH0831  HISTORY     - 1987     FIRST OBSERVED   NOS
 KH0831
 KH0831                          STATION DESCRIPTION
 KH0831
 KH0831'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KH0831'STATION IS THE ---AIRPORT BEACON--- LOCATED NEAR THE ENTRANCE TO
 KH0831'THE OBERLIN AIRPORT.
 KH0831'
 KH0831'STATION IS LOCATED ON THE EAST SIDE OF US HIGHWAY 83, SOUTH OF THE
 KH0831'ENTRANCE ROAD.
 KH0831'
 KH0831'STATION IS A FOUR LEGGED SKELETON STEEL STRUCTURE, WITH PLATFORM AND
 KH0831'BEACON NEAR THE TOP.  THERE IS A ROD ON ITS SOUTH SIDE THAT
 KH0831'PROJECTS ABOVE THE LIGHT.
 KH0831'
 KH0831'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0809 ***********************************************************************
 HE0809  DESIGNATION -  AIRPORT BN TRI CTY APT PARSONS
 HE0809  PID         -  HE0809
 HE0809  STATE/COUNTY-  KS/LABETTE
 HE0809  USGS QUAD   -  CHERRYVALE (1979)
 HE0809
 HE0809                         *CURRENT SURVEY CONTROL
 HE0809  ___________________________________________________________________
 HE0809* NAD 83(1997)-  37 20 18.68115(N)    095 30 31.91192(W)     ADJUSTED  
 HE0809* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 HE0809  ___________________________________________________________________
 HE0809  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 HE0809  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 HE0809
 HE0809  HORZ ORDER  -  THIRD
 HE0809
 HE0809.This mark is at Tri-City Airport (PPF)
 HE0809
 HE0809.The horizontal coordinates were established by classical geodetic methods
 HE0809.and adjusted by the National Geodetic Survey in October 1998..
 HE0809
 HE0809.The orthometric height was scaled from a topographic map.
 HE0809
 HE0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0809
 HE0809.The geoid height was determined by GEOID03.
 HE0809
 HE0809;                    North         East     Units Scale Factor Converg.
 HE0809;SPC KS S     -   478,817.449   665,012.001   MT  0.99998665   +1 50 17.3
 HE0809;UTM  15      - 4,135,379.288   277,745.685   MT  1.00020852   -1 31 20.3
 HE0809
 HE0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0809!SPC KS S     -   0.99996142  x   0.99998665  =   0.99994807
 HE0809!UTM  15      -   0.99996142  x   1.00020852  =   1.00016993
 HE0809
 HE0809                          SUPERSEDED SURVEY CONTROL
 HE0809
 HE0809  NAD 83(1997)-  37 20 18.68526(N)    095 30 31.91135(W) AD(       ) 4
 HE0809  NAD 83(1986)-  37 20 18.69273(N)    095 30 31.89653(W) AD(       ) 4
 HE0809  NAD 27      -  37 20 18.46037(N)    095 30 30.96992(W) AD(       ) 3
 HE0809
 HE0809.Superseded values are not recommended for survey control.
 HE0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0809.See file dsdata.txt to determine how the superseded data were derived.
 HE0809
 HE0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7774635379(NAD 83)
 HE0809_MARKER: 21 = AIRPORT BEACON
 HE0809
 HE0809  HISTORY     - Date     Condition        Report By
 HE0809  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0809  HISTORY     - 1969     GOOD             CGS
 HE0809  HISTORY     - 19891110 GOOD             NGS
 HE0809
 HE0809                          STATION DESCRIPTION
 HE0809
 HE0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0809'THE STATION IS THE CENTER OF THE BASE OF A 50 FOOT HIGH BEACON,
 HE0809'LOCATED ON THE GROUNDS OF THE TRI-CITY AIRPORT, ABOUT 14
 HE0809'MILES WEST OF PARSONS, 6 MILES NORTHEAST OF CHERRYVALE, ABOUT
 HE0809'300 FEET SOUTH OF U.S. HIGHWAY 160, 50 FEET WEST OF THE
 HE0809'CENTERLINE OF THE AIRPORT DRIVEWAY.
 HE0809'
 HE0809'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 HE0809'TRI.  THE DISTANCE BEING 446.7 FEET, 136.15 METERS SOUTHEAST
 HE0809'OF STATION TRI.
 HE0809
 HE0809                          STATION RECOVERY (1969)
 HE0809
 HE0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (BMR)
 HE0809'THE STATION WAS RECOVERED IN GOOD CONDITION AS ORIGINALLY
 HE0809'DESCRIBED.
 HE0809'
 HE0809'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.5 MILES
 HE0809'NE OF CHERRYVALE.
 HE0809
 HE0809                          STATION RECOVERY (1989)
 HE0809
 HE0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HE0809'THE STATION IS LOCATED APPROXIMATELY 100 FT (30.5 M) NW OF THE
 HE0809'TERMINAL BUILDING.  THE BEACON IS LOCATED ATOP A FOUR LEGGED STEEL
 HE0809'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0391 ***********************************************************************
 HF0391  DESIGNATION -  AIRS
 HF0391  PID         -  HF0391
 HF0391  STATE/COUNTY-  KS/BUTLER
 HF0391  USGS QUAD   -  GORDON (1979)
 HF0391
 HF0391                         *CURRENT SURVEY CONTROL
 HF0391  ___________________________________________________________________
 HF0391* NAD 83(1997)-  37 30 22.81840(N)    096 54 35.16950(W)     ADJUSTED  
 HF0391* NAVD 88     -       390.305  (meters)    1280.53   (feet)  ADJUSTED  
 HF0391  ___________________________________________________________________
 HF0391  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HF0391  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HF0391  DYNAMIC HT  -         389.991 (meters)    1279.50  (feet)  COMP
 HF0391  MODELED GRAV-     979,814.8   (mgal)                       NAVD 88
 HF0391
 HF0391  HORZ ORDER  -  SECOND
 HF0391  VERT ORDER  -  SECOND    CLASS 0
 HF0391
 HF0391.The horizontal coordinates were established by classical geodetic methods
 HF0391.and adjusted by the National Geodetic Survey in October 1998..
 HF0391
 HF0391.The orthometric height was determined by differential leveling
 HF0391.and adjusted by the National Geodetic Survey in June 1991..
 HF0391
 HF0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0391
 HF0391.The geoid height was determined by GEOID03.
 HF0391
 HF0391.The dynamic height is computed by dividing the NAVD 88
 HF0391.geopotential number by the normal gravity value computed on the
 HF0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0391.degrees latitude (g = 980.6199 gals.).
 HF0391
 HF0391.The modeled gravity was interpolated from observed gravity values.
 HF0391
 HF0391;                    North         East     Units Scale Factor Converg.
 HF0391;SPC KS S     -   494,389.747   540,592.742   MT  0.99996153   +0 58 38.1
 HF0391;UTM  14      - 4,153,096.876   684,750.728   MT  1.00002045   +1 16 22.8
 HF0391
 HF0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0391!SPC KS S     -   0.99994333  x   0.99996153  =   0.99990486
 HF0391!UTM  14      -   0.99994333  x   1.00002045  =   0.99996378
 HF0391
 HF0391|---------------------------------------------------------------------|
 HF0391| PID    Reference Object                     Distance      Geod. Az  |
 HF0391|                                                           dddmmss.s |
 HF0391| HF0392 AIRS RM 1                            16.783 METERS 10030     |
 HF0391| HF1150 ATLANTA COOP GRAIN ELEVATOR         APPROX.15.0 KM 1211238.2 |
 HF0391| HF0390 AIRS RM 2                            19.306 METERS 19043     |
 HF0391| HF0389 81 B                                               2523205.4 |
 HF0391|---------------------------------------------------------------------|
 HF0391
 HF0391                          SUPERSEDED SURVEY CONTROL
 HF0391
 HF0391  NAD 83(1997)-  37 30 22.82066(N)    096 54 35.15986(W) AD(       ) 2
 HF0391  NAD 83(1986)-  37 30 22.83021(N)    096 54 35.16189(W) AD(       ) 2
 HF0391  NAD 27      -  37 30 22.75693(N)    096 54 34.04050(W) AD(       ) 2
 HF0391  NGVD 29 (??/??/92)  390.165  (m)         1280.07   (f) ADJ UNCH    2 0
 HF0391
 HF0391.Superseded values are not recommended for survey control.
 HF0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0391.See file dsdata.txt to determine how the superseded data were derived.
 HF0391
 HF0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8475153097(NAD 83)
 HF0391_MARKER: DS = TRIANGULATION STATION DISK
 HF0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0391_STAMPING: AIRS 1962
 HF0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0391+STABILITY: SURFACE MOTION
 HF0391
 HF0391  HISTORY     - Date     Condition        Report By
 HF0391  HISTORY     - 1962     MONUMENTED       CGS
 HF0391  HISTORY     - 1962     GOOD             CGS
 HF0391
 HF0391                          STATION DESCRIPTION
 HF0391
 HF0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0391'THE STATION IS ABOUT 5-1/4 MILES EAST AND 1 MILE SOUTH OF DOUGLASS,
 HF0391'1-3/4 MILES WEST AND 1 MILE SOUTH OF SMILEYBURG, 1/2 MILE
 HF0391'SOUTHEAST OF THE HIGHEST POINT OF A LOW RIDGE THAT RUNS NORTHWEST
 HF0391'AND SOUTHEAST AND ON PROPERTY OWNED BY MR. L.R. ARRINGTON.
 HF0391'
 HF0391'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLASS, GO
 HF0391'NORTH ON FOREST STREET FOR 0.2 MILE TO FIRST STREET.  TURN
 HF0391'RIGHT, EAST, ON FIRST STREET AND GO 0.8 MILE TO U.S. HIGHWAY
 HF0391'77.  CONTINUE EAST ON A PAVED ROAD FOR 4.55 MILES TO A CROSSROAD.
 HF0391'TURN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 0.95 MILE TO A
 HF0391'CROSSROAD.  TURN LEFT, EAST, AND GO 0.15 MILE TO 81 B U.S.
 HF0391'GEOLOGICAL SURVEY BENCH MARK ON THE LEFT.  CONTINUE
 HF0391'AHEAD FOR 0.25 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE,
 HF0391'PACK NORTH FOR 488 FEET TO THE STATION.
 HF0391'
 HF0391'STATION MARKS ARE STANDARD DISKS STAMPED AIRS 1962.  THE
 HF0391'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 1 INCH BELOW
 HF0391'THE SURFACE OF THE GROUND.  IT IS 463 FEET NORTH OF A FENCE
 HF0391'AND 488 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.  THE
 HF0391'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HF0391'INCHES BELOW THE SURFACE OF THE GROUND.
 HF0391'
 HF0391'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AIRS NO 1 1962,
 HF0391'IS SET IN A SQUARE CONCRETE POST 2 INCHES BELOW THE SURFACE
 HF0391'OF THE GROUND.  IT IS 488 FEET NORTH OF THE CENTER OF THE
 HF0391'GRAVELED ROAD.
 HF0391'
 HF0391'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AIRS NO 2 1962,
 HF0391'IS SET IN A SQUARE CONCRETE POST 2 INCHES BELOW THE SURFACE
 HF0391'OF THE GROUND.  IT IS 401 FEET NORTH OF THE FENCE AND 426 FEET
 HF0391'NORTH OF THE CENTER OF THE GRAVELED ROAD.
 HF0391'
 HF0391'81 B, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 81 B
 HF0391'1942, IS A BRONZE DISK SET IN A SQUARE CONCRETE POST
 HF0391'WHICH PROJECTS 3 INCHES.  IT IS 135 FEET WEST OF THE CENTER OF
 HF0391'A DRIVEWAY LEADING TO A FARMHOUSE, 93 FEET WEST OF A POWER
 HF0391'POLE, 24 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 1
 HF0391'FOOT EAST OF A WITNESS POST AND UNDER A BARBED WIRE FENCE.
 HF0391'
 HF0391'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0391'
 HF0391'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 HF0391
 HF0391                          STATION RECOVERY (1962)
 HF0391
 HF0391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0391'6.7 MI E FROM DOUGLASS.
 HF0391'0.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0391'RAILROAD FROM THE STATION AT DOUGLASS, THENCE 6.2 MILES EAST ALONG
 HF0391'A GRAVEL ROAD, 488 FEET NORTH OF THE CENTER OF THE ROAD, 463
 HF0391'FEET NORTH OF THE FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 HF0391'WHICH IS 0.1 FEET BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0392 ***********************************************************************
 HF0392  DESIGNATION -  AIRS RM 1
 HF0392  PID         -  HF0392
 HF0392  STATE/COUNTY-  KS/BUTLER
 HF0392  USGS QUAD   -  GORDON (1979)
 HF0392
 HF0392                         *CURRENT SURVEY CONTROL
 HF0392  ___________________________________________________________________
 HF0392* NAD 83(1986)-  37 30 22.     (N)    096 54 35.     (W)     SCALED    
 HF0392* NAVD 88     -       389.984  (meters)    1279.47   (feet)  ADJUSTED  
 HF0392  ___________________________________________________________________
 HF0392  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HF0392  DYNAMIC HT  -         389.671 (meters)    1278.45  (feet)  COMP
 HF0392  MODELED GRAV-     979,814.8   (mgal)                       NAVD 88
 HF0392
 HF0392  VERT ORDER  -  SECOND    CLASS 0
 HF0392
 HF0392.The horizontal coordinates were scaled from a topographic map and have
 HF0392.an estimated accuracy of +/- 6 seconds.
 HF0392
 HF0392.The orthometric height was determined by differential leveling
 HF0392.and adjusted by the National Geodetic Survey in June 1991..
 HF0392
 HF0392.The geoid height was determined by GEOID03.
 HF0392
 HF0392.The dynamic height is computed by dividing the NAVD 88
 HF0392.geopotential number by the normal gravity value computed on the
 HF0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0392.degrees latitude (g = 980.6199 gals.).
 HF0392
 HF0392.The modeled gravity was interpolated from observed gravity values.
 HF0392
 HF0392;                    North         East    Units  Estimated Accuracy
 HF0392;SPC KS S     -   494,370.      540,600.      MT  (+/- 180 meters Scaled)
 HF0392
 HF0392                          SUPERSEDED SURVEY CONTROL
 HF0392
 HF0392  NGVD 29 (??/??/92)  389.845  (m)         1279.02   (f) ADJ UNCH    2 0
 HF0392
 HF0392.Superseded values are not recommended for survey control.
 HF0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0392.See file dsdata.txt to determine how the superseded data were derived.
 HF0392
 HF0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG847530(NAD 83)
 HF0392_MARKER: DR = REFERENCE MARK DISK
 HF0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0392_STAMPING: AIRS NO 1 1962
 HF0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0392+STABILITY: SURFACE MOTION
 HF0392
 HF0392  HISTORY     - Date     Condition        Report By
 HF0392  HISTORY     - 1962     MONUMENTED       CGS
 HF0392
 HF0392                          STATION DESCRIPTION
 HF0392
 HF0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0392'6.7 MI E FROM DOUGLASS.
 HF0392'0.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0392'RAILROAD FROM THE STATION AT DOUGLASS, THENCE 6.2 MILES EAST
 HF0392'ALONG A GRAVEL ROAD, 488 FEET NORTH OF THE CENTER OF THE GRAVEL
 HF0392'ROAD, 463 FEET NORTH OF THE FENCE LINE, SET IN THE TOP OF A
 HF0392'CONCRETE POST WHICH IS 0.2 FEET BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0390 ***********************************************************************
 HF0390  DESIGNATION -  AIRS RM 2
 HF0390  PID         -  HF0390
 HF0390  STATE/COUNTY-  KS/BUTLER
 HF0390  USGS QUAD   -  GORDON (1979)
 HF0390
 HF0390                         *CURRENT SURVEY CONTROL
 HF0390  ___________________________________________________________________
 HF0390* NAD 83(1986)-  37 30 22.     (N)    096 54 35.     (W)     SCALED    
 HF0390* NAVD 88     -       389.964  (meters)    1279.41   (feet)  ADJUSTED  
 HF0390  ___________________________________________________________________
 HF0390  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HF0390  DYNAMIC HT  -         389.651 (meters)    1278.38  (feet)  COMP
 HF0390  MODELED GRAV-     979,814.8   (mgal)                       NAVD 88
 HF0390
 HF0390  VERT ORDER  -  SECOND    CLASS 0
 HF0390
 HF0390.The horizontal coordinates were scaled from a topographic map and have
 HF0390.an estimated accuracy of +/- 6 seconds.
 HF0390
 HF0390.The orthometric height was determined by differential leveling
 HF0390.and adjusted by the National Geodetic Survey in June 1991..
 HF0390
 HF0390.The geoid height was determined by GEOID03.
 HF0390
 HF0390.The dynamic height is computed by dividing the NAVD 88
 HF0390.geopotential number by the normal gravity value computed on the
 HF0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0390.degrees latitude (g = 980.6199 gals.).
 HF0390
 HF0390.The modeled gravity was interpolated from observed gravity values.
 HF0390
 HF0390;                    North         East    Units  Estimated Accuracy
 HF0390;SPC KS S     -   494,370.      540,600.      MT  (+/- 180 meters Scaled)
 HF0390
 HF0390                          SUPERSEDED SURVEY CONTROL
 HF0390
 HF0390  NGVD 29 (??/??/92)  389.824  (m)         1278.95   (f) ADJ UNCH    2 0
 HF0390
 HF0390.Superseded values are not recommended for survey control.
 HF0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0390.See file dsdata.txt to determine how the superseded data were derived.
 HF0390
 HF0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG847530(NAD 83)
 HF0390_MARKER: DR = REFERENCE MARK DISK
 HF0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0390_STAMPING: AIRS NO 2 1962
 HF0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0390+STABILITY: SURFACE MOTION
 HF0390
 HF0390  HISTORY     - Date     Condition        Report By
 HF0390  HISTORY     - 1962     MONUMENTED       CGS
 HF0390
 HF0390                          STATION DESCRIPTION
 HF0390
 HF0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0390'6.7 MI SE FROM DOUGLASS.
 HF0390'0.5 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0390'RAILROAD FROM THE STATION AT DOUGLASS, THENCE 6.2 MILES EAST
 HF0390'ALONG A GRAVEL ROAD, 426 FEET NORTH OF THE CENTER OF THE GRAVEL
 HF0390'ROAD, 401 FEET NORTH OF THE FENCE LINE, SET IN THE TOP OF A CONCRETE
 HF0390'POST WHICH IS 0.2 FEET BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1456 ***********************************************************************
 HF1456  DESIGNATION -  AKLEN
 HF1456  PID         -  HF1456
 HF1456  STATE/COUNTY-  KS/KINGMAN
 HF1456  USGS QUAD   -  MURDOCK (1965)
 HF1456
 HF1456                         *CURRENT SURVEY CONTROL
 HF1456  ___________________________________________________________________
 HF1456* NAD 83(1997)-  37 30 44.13568(N)    097 52 51.16004(W)     ADJUSTED  
 HF1456* NAVD 88     -       461.68   (+/-2cm)    1514.7    (feet)  VERTCON   
 HF1456  ___________________________________________________________________
 HF1456  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 HF1456  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HF1456
 HF1456  HORZ ORDER  -  THIRD
 HF1456  VERT ORDER  -  THIRD ? (See Below)
 HF1456
 HF1456.The horizontal coordinates were established by classical geodetic methods
 HF1456.and adjusted by the National Geodetic Survey in October 1998..
 HF1456
 HF1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1456.The vertical order pertains to the NGVD 29 superseded value.
 HF1456
 HF1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1456
 HF1456.The geoid height was determined by GEOID03.
 HF1456
 HF1456;                    North         East     Units Scale Factor Converg.
 HF1456;SPC KS S     -   494,029.650   454,734.656   MT  0.99996080   +0 22 49.7
 HF1456;UTM  14      - 4,152,289.713   598,904.761   MT  0.99972049   +0 40 53.5
 HF1456
 HF1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1456!SPC KS S     -   0.99993202  x   0.99996080  =   0.99989282
 HF1456!UTM  14      -   0.99993202  x   0.99972049  =   0.99965253
 HF1456
 HF1456|---------------------------------------------------------------------|
 HF1456| PID    Reference Object                     Distance      Geod. Az  |
 HF1456|                                                           dddmmss.s |
 HF1456| CL4160 AKLEN RM 1                           12.642 METERS 08537     |
 HF1456| CL4159 AKLEN AZ MK                                        1793633.2 |
 HF1456| CL4161 AKLEN RM 2                           12.758 METERS 18135     |
 HF1456|---------------------------------------------------------------------|
 HF1456
 HF1456                          SUPERSEDED SURVEY CONTROL
 HF1456
 HF1456  NAD 83(1997)-  37 30 44.14139(N)    097 52 51.16091(W) AD(       ) 3
 HF1456  NAD 83(1986)-  37 30 44.14402(N)    097 52 51.15711(W) AD(       ) 3
 HF1456  NAD 27      -  37 30 44.08457(N)    097 52 49.96217(W) AD(       ) 3
 HF1456  NGVD 29 (07/19/86)  461.54   (m)         1514.2    (f) LEVELING    3  
 HF1456
 HF1456.Superseded values are not recommended for survey control.
 HF1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1456.See file dsdata.txt to determine how the superseded data were derived.
 HF1456
 HF1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9890552290(NAD 83)
 HF1456_MARKER: DS = TRIANGULATION STATION DISK
 HF1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1456
 HF1456  HISTORY     - Date     Condition        Report By
 HF1456  HISTORY     - 1957     MONUMENTED       CGS
 HF1456  HISTORY     - 1963     GOOD             USGS
 HF1456
 HF1456                          STATION DESCRIPTION
 HF1456
 HF1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1456'THE STATION IS LOCATED ALONG THE WEST SIDE OF A DIRT ROAD AT
 HF1456'THE TOP OF A RISE.  IT IS ABOUT 8 MILES AIRLINE NORTH-NORTHWEST
 HF1456'OF NORWICH AND ABOUT 9 MILES AIRLINE SOUTHWEST OF CHENEY.
 HF1456'
 HF1456'TO REACH FROM THE U.S. POST OFFICE IN NORWICH, GO NORTH FOR
 HF1456'0.1 MILE TO STATE HIGHWAY 42.  TURN LEFT AND GO WEST ON STATE
 HF1456'HIGHWAY 42 FOR 1.6 MILES TO A DIRT CROSS ROAD.  TURN RIGHT
 HF1456'AND GO NORTH FOR 3.0 MILES TO A CROSS ROAD AND THE AZIMUTH MARK
 HF1456'IN THE SOUTHEAST ANGLE OF THE CROSS ROAD.  CONTINUE NORTH ON
 HF1456'DIRT ROAD FOR 0.6 MILE TO TOP OF RISE AND STATION ON THE
 HF1456'LEFT.
 HF1456'
 HF1456'THE STATION MARK IS A STANDARD DISK STAMPED AKLEN 1957, SET
 HF1456'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 HF1456'3 INCHES.  IT IS 21 FEET WEST OF THE CENTER LINE OF A DIRT ROAD
 HF1456'AND 5.3 FEET SOUTH OF A STANDARD WITNESS POST.
 HF1456'
 HF1456'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AKLEN
 HF1456'NO 1 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 HF1456'THAT PROJECTS 3 INCHES.  IT IS 21 FEET EAST OF THE CENTER
 HF1456'LINE OF THE DIRT ROAD AND AT THE SAME ELEVATION AS THE STATION.
 HF1456'
 HF1456'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AKLEN
 HF1456'NO 2 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 HF1456'THAT PROJECTS 2 INCHES.  IT IS 20 FEET WEST OF THE CENTER LINE
 HF1456'OF THE DIRT ROAD AND ABOUT 6 INCHES LOWER THAN THE STATION.
 HF1456'
 HF1456'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AKLEN 1957, SET
 HF1456'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 HF1456'3 INCHES.  IT IS 3 FEET SOUTHWEST OF A FENCE CORNER AND
 HF1456'45 FEET EAST-SOUTHEAST OF THE INTERSECTION OF THE CENTER
 HF1456'LINES OF A DIRT CROSS ROAD.
 HF1456
 HF1456                          STATION RECOVERY (1963)
 HF1456
 HF1456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HF1456'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 HF1456'
 HF1456'STATION MARK IS 3.7 MILES N AND 1.6 MILE W OF NORWICH, T29S,
 HF1456'R5W, 0.66 MILES N ALONG ROAD FROM CORNER SECS. 20, 21, 28,
 HF1456'29, AND 146 FEET S AND 21 FEET W OF CENTER LINE OF N-S ROAD
 HF1456'AND FIELD LINE EAST, 11 FEET N OF A TELEPHONE POLE, 5 FEET
 HF1456'S OF A WITNESS POST, IN THE TOP OF A CONCRETE POST PROJECTING
 HF1456'4 INCHES AND STAMPED AKLEN 1957.
 HF1456'
 HF1456'THE AZIMUTH MARK IS 39 FEET E OF CENTER LINE OF CROSS ROADS, 3
 HF1456'FEET S AND 2 FEET W OF A FENCE CORNER, IN THE TOP OF A CONCRETE
 HF1456'POST PROJECTING 3 INCHES AND STAMPED AKLEN 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1285 ***********************************************************************
 HF1285  DESIGNATION -  AKRON
 HF1285  PID         -  HF1285
 HF1285  STATE/COUNTY-  KS/COWLEY
 HF1285  USGS QUAD   -  AKRON (1965)
 HF1285
 HF1285                         *CURRENT SURVEY CONTROL
 HF1285  ___________________________________________________________________
 HF1285* NAD 83(1997)-  37 22 10.01463(N)    097 00 24.53587(W)     ADJUSTED  
 HF1285* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 HF1285  ___________________________________________________________________
 HF1285  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 HF1285  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HF1285
 HF1285  HORZ ORDER  -  THIRD
 HF1285
 HF1285.The horizontal coordinates were established by classical geodetic methods
 HF1285.and adjusted by the National Geodetic Survey in October 1998..
 HF1285
 HF1285.The orthometric height was scaled from a topographic map.
 HF1285
 HF1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1285
 HF1285.The geoid height was determined by GEOID03.
 HF1285
 HF1285;                    North         East     Units Scale Factor Converg.
 HF1285;SPC KS S     -   479,057.413   532,256.916   MT  0.99998138   +0 55 03.4
 HF1285;UTM  14      - 4,137,721.483   676,493.453   MT  0.99998372   +1 12 36.3
 HF1285
 HF1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1285!SPC KS S     -   0.99994522  x   0.99998138  =   0.99992660
 HF1285!UTM  14      -   0.99994522  x   0.99998372  =   0.99992894
 HF1285
 HF1285:                Primary Azimuth Mark                     Grid Az
 HF1285:SPC KS S     -  AKRON AZ MK                              006 50 47.7
 HF1285:UTM  14      -  AKRON AZ MK                              006 33 14.8
 HF1285
 HF1285|---------------------------------------------------------------------|
 HF1285| PID    Reference Object                     Distance      Geod. Az  |
 HF1285|                                                           dddmmss.s |
 HF1285| CL4162 AKRON AZ MK                                        0074551.1 |
 HF1285| CL4163 AKRON RM 1                           25.345 METERS 22541     |
 HF1285| HF1280 UDALL COOP GRAIN ELEVATOR           APPROX. 9.8 KM 2810523.8 |
 HF1285| HF1283 UDALL MUNICIPAL TANK                APPROX.10.2 KM 2830259.1 |
 HF1285| CL4164 AKRON RM 2                           25.908 METERS 35442     |
 HF1285|---------------------------------------------------------------------|
 HF1285
 HF1285                          SUPERSEDED SURVEY CONTROL
 HF1285
 HF1285  NAD 83(1997)-  37 22 10.01723(N)    097 00 24.52844(W) AD(       ) 3
 HF1285  NAD 83(1986)-  37 22 10.02630(N)    097 00 24.52805(W) AD(       ) 3
 HF1285  NAD 27      -  37 22 09.94420(N)    097 00 23.39460(W) AD(       ) 3
 HF1285
 HF1285.Superseded values are not recommended for survey control.
 HF1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1285.See file dsdata.txt to determine how the superseded data were derived.
 HF1285
 HF1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7649337721(NAD 83)
 HF1285_MARKER: DS = TRIANGULATION STATION DISK
 HF1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1285
 HF1285  HISTORY     - Date     Condition        Report By
 HF1285  HISTORY     - 1957     MONUMENTED       CGS
 HF1285  HISTORY     - 1962     GOOD             CGS
 HF1285
 HF1285                          STATION DESCRIPTION
 HF1285
 HF1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1285'THE STATION IS LOCATED AIRLINE, ABOUT 5 MILES SOUTH OF ROCK,
 HF1285'ABOUT 6-1/2 MILES EAST-SOUTHEAST OF UDALL AND ABOUT 1-1/2 MILES
 HF1285'NORTH-NORTHEAST OF AKRON ON THE HIGHEST POINT OF GROUND IN THE
 HF1285'IMMEDIATE VICINITY AND ALONG THE WEST SIDE OF A NORTH-SOUTH
 HF1285'FARM ROAD.
 HF1285'
 HF1285'THE STATION IS A STANDARD DISK STAMPED AKRON 1957 SET IN TOP OF
 HF1285'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 HF1285'INCHES ABOVE THE GROUND.  IT IS 5 FEET EAST OF A NORTH-SOUTH
 HF1285'FENCE LINE, 28 FEET WEST OF THE CENTER LINE OF A FARM ROAD AND
 HF1285'5.5 FEET NORTHEAST OF A WHITE WITNESS POST.
 HF1285'
 HF1285'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AKRON
 HF1285'NO 1 1957 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 HF1285'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT 6 INCHES LOWER
 HF1285'THAN THE STATION.  IT IS 62 FEET WEST OF A NORTH-SOUTH FENCE
 HF1285'LINE AND 90 FEET WEST OF THE CENTER LINE OF A FARM ROAD.
 HF1285'
 HF1285'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AKRON NO 2
 HF1285'1957 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 HF1285'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT 6 INCHES LOWER THAN
 HF1285'THE STATION.  IT IS 4 FEET WEST OF A NORTH-SOUTH FENCE LINE
 HF1285'AND 32 FEET WEST OF THE CENTER LINE OF A FARM ROAD.
 HF1285'
 HF1285'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AKRON 1957 SET IN A
 HF1285'LARGE BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND.  IT IS ABOUT
 HF1285'150 FEET EAST OF THE CENTER LINE OF THE FARM ROAD.
 HF1285'
 HF1285'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 HF1285'FARM ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT, EAST
 HF1285'SIDE.  IT IS IN A WHEAT FIELD AND ABOUT 30 FEET HIGHER THAN THE
 HF1285'ROAD.
 HF1285'
 HF1285'TO REACH THE STATION FROM THE R 26 GRADE SCHOOL IN AKRON, GO
 HF1285'NORTH ON U.S. HIGHWAY 77 FOR 0.7 MILE, TURN RIGHT OFF THE
 HF1285'HIGHWAY AND GO EAST ON THE GRAVELED ROAD FOR 0.5 MILE, TURN
 HF1285'LEFT AND GO NORTH ON THE FARM ROAD FOR 0.6 MILE TO THE TOP OF A
 HF1285'SLIGHT RISE, A WHITE WITNESS POST ON THE LEFT, WEST SIDE AND THE
 HF1285'STATION.
 HF1285
 HF1285                          STATION RECOVERY (1962)
 HF1285
 HF1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1285'ALL THE MARKS WERE RECOVERED IN GOOD CONDITION, THE DISTANCE AND
 HF1285'DIRECTION TO ALL THE MARKS WERE VERIFIED AND THE DESCRIPTION IS
 HF1285'ENTIRELY ADEQUATE.
 HF1285'
 HF1285'A METAL WITNESS POST WAS SET 5.5 FEET SOUTHWEST OF THE STATION.
 HF1285'
 HF1285'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0701 ***********************************************************************
 JH0701  DESIGNATION -  ALAM
 JH0701  PID         -  JH0701
 JH0701  STATE/COUNTY-  KS/LANE
 JH0701  USGS QUAD   -  DIGHTON (1974)
 JH0701
 JH0701                         *CURRENT SURVEY CONTROL
 JH0701  ___________________________________________________________________
 JH0701* NAD 83(1997)-  38 28 52.56647(N)    100 22 36.09129(W)     ADJUSTED  
 JH0701* NAVD 88     -       840.     (meters)    2756.     (feet)  SCALED    
 JH0701  ___________________________________________________________________
 JH0701  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 JH0701  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 JH0701
 JH0701  HORZ ORDER  -  THIRD
 JH0701
 JH0701.The horizontal coordinates were established by classical geodetic methods
 JH0701.and adjusted by the National Geodetic Survey in October 1998..
 JH0701
 JH0701.The orthometric height was scaled from a topographic map.
 JH0701
 JH0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0701
 JH0701.The geoid height was determined by GEOID03.
 JH0701
 JH0701;                    North         East     Units Scale Factor Converg.
 JH0701;SPC KS S     -   603,046.845   236,262.215   MT  0.99998423   -1 09 11.8
 JH0701;UTM  14      - 4,260,112.723   379,921.666   MT  0.99977757   -0 51 24.3
 JH0701
 JH0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0701!SPC KS S     -   0.99987217  x   0.99998423  =   0.99985640
 JH0701!UTM  14      -   0.99987217  x   0.99977757  =   0.99964977
 JH0701
 JH0701|---------------------------------------------------------------------|
 JH0701| PID    Reference Object                     Distance      Geod. Az  |
 JH0701|                                                           dddmmss.s |
 JH0701| CK8773 ALAM RM 1                            16.326 METERS 08649     |
 JH0701| CK8772 ALAM AZ MK                                         2710658.9 |
 JH0701| CK8774 ALAM RM 2                            14.283 METERS 27615     |
 JH0701|---------------------------------------------------------------------|
 JH0701
 JH0701                          SUPERSEDED SURVEY CONTROL
 JH0701
 JH0701  NAD 83(1986)-  38 28 52.57156(N)    100 22 36.09212(W) AD(       ) 3
 JH0701  NAD 27      -  38 28 52.51323(N)    100 22 34.59392(W) AD(       ) 3
 JH0701
 JH0701.Superseded values are not recommended for survey control.
 JH0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0701.See file dsdata.txt to determine how the superseded data were derived.
 JH0701
 JH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH7992260113(NAD 83)
 JH0701_MARKER: DS = TRIANGULATION STATION DISK
 JH0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0701
 JH0701  HISTORY     - Date     Condition        Report By
 JH0701  HISTORY     - 1964     MONUMENTED       CGS
 JH0701
 JH0701                          STATION DESCRIPTION
 JH0701
 JH0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0701'THE STATION IS LOCATED 5 MILES EAST OF DIGHTON ON THE NORTH
 JH0701'RIGHT-OF-WAY OF STATE HIGHWAY 96.
 JH0701'
 JH0701'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND 96 IN
 JH0701'DIGHTON, GO EAST ON STATE HIGHWAY 96 FOR 4.1 MILES TO THE AZIMUTH
 JH0701'MARK ON THE LEFT AT A FIELD DRIVE.  CONTINUE EAST ON STATE HIGHWAY
 JH0701'96 FOR 0.65 MILE TO THE STATION ON THE LEFT AS DESCRIBED, THIS IS
 JH0701'0.05 MILE BEFORE REACHING A CROSSROAD.
 JH0701'
 JH0701'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0701'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED ALAM 1964.
 JH0701'IT IS 91 FEET NORTH OF THE CENTER OF STATE HIGHWAY 96, 21 FEET WEST
 JH0701'OF A TELEPHONE POLE AND 5.3 FEET SOUTH OF A METAL WITNESS POST AND AN
 JH0701'EASTWEST FENCE LINE.
 JH0701'
 JH0701'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0701'CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS STAMPED ALAM NO 1
 JH0701'1964.  IT IS 95 FEET NORTH OF THE CENTER OF STATE HIGHWAY 96, 33
 JH0701'FEET EAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 JH0701'LINE.
 JH0701'
 JH0701'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0701'CONCRETE CYLINDER WHICH PROJECTS 5 INCHES AND IS STAMPED ALAM NO 2
 JH0701'1964.  IT IS 94 FEET NORTH OF THE CENTER OF STATE HIGHWAY 96, 47
 JH0701'FEET WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST
 JH0701'FENCE LINE.
 JH0701'
 JH0701'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0701'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED ALAM 1964.  IT
 JH0701'IS 97 FEET NORTH OF THE CENTER OF STATE HIGHWAY 96, 42 FEET EAST OF
 JH0701'A TELEPHONE POLE AND 3 FEET SOUTH OF A METAL WITNESS POST AND AN
 JH0701'EASTWEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0695 ***********************************************************************
 JH0695  DESIGNATION -  ALAMOTA
 JH0695  PID         -  JH0695
 JH0695  STATE/COUNTY-  KS/LANE
 JH0695  USGS QUAD   -  ALAMOTA (1974)
 JH0695
 JH0695                         *CURRENT SURVEY CONTROL
 JH0695  ___________________________________________________________________
 JH0695* NAD 83(1997)-  38 28 47.13335(N)    100 15 54.32228(W)     ADJUSTED  
 JH0695* NAVD 88     -       814.     (meters)    2671.     (feet)  SCALED    
 JH0695  ___________________________________________________________________
 JH0695  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 JH0695  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 JH0695
 JH0695  HORZ ORDER  -  SECOND
 JH0695
 JH0695.The horizontal coordinates were established by classical geodetic methods
 JH0695.and adjusted by the National Geodetic Survey in October 1998..
 JH0695
 JH0695.The orthometric height was scaled from a topographic map.
 JH0695
 JH0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0695
 JH0695.The geoid height was determined by GEOID03.
 JH0695
 JH0695;                    North         East     Units Scale Factor Converg.
 JH0695;SPC KS S     -   602,689.181   245,994.948   MT  0.99998397   -1 05 04.9
 JH0695;UTM  14      - 4,259,805.578   389,653.975   MT  0.99974995   -0 47 14.2
 JH0695
 JH0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0695!SPC KS S     -   0.99987627  x   0.99998397  =   0.99986024
 JH0695!UTM  14      -   0.99987627  x   0.99974995  =   0.99962625
 JH0695
 JH0695|---------------------------------------------------------------------|
 JH0695| PID    Reference Object                     Distance      Geod. Az  |
 JH0695|                                                           dddmmss.s |
 JH0695| CK8775 ALAMOTA RM 1                         30.419 METERS 07038     |
 JH0695| JH0681 BEELER CO OP GRAIN ELEVATOR         APPROX. 7.3 KM 1233742.2 |
 JH0695| JH0696 ALAMOTA CO OP ELEVATOR              APPROX. 4.3 KM 2392834.4 |
 JH0695| CK8776 ALAMOTA RM 2                         42.099 METERS 32205     |
 JH0695|---------------------------------------------------------------------|
 JH0695
 JH0695                          SUPERSEDED SURVEY CONTROL
 JH0695
 JH0695  NAD 83(1986)-  38 28 47.13922(N)    100 15 54.32299(W) AD(       ) 2
 JH0695  NAD 27      -  38 28 47.07979(N)    100 15 52.83958(W) AD(       ) 2
 JH0695
 JH0695.Superseded values are not recommended for survey control.
 JH0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0695.See file dsdata.txt to determine how the superseded data were derived.
 JH0695
 JH0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH8965459806(NAD 83)
 JH0695_MARKER: DS = TRIANGULATION STATION DISK
 JH0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0695
 JH0695  HISTORY     - Date     Condition        Report By
 JH0695  HISTORY     - 1964     MONUMENTED       CGS
 JH0695
 JH0695                          STATION DESCRIPTION
 JH0695
 JH0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0695'THE STATION IS 11 MILES EAST OF DIGHTON, 5-1/2 MILES NORTHWEST OF
 JH0695'BEELER, 2-1/2 MILES NORTHEAST OF ALAMOTA, ON THE NORTH RIGHT-OF-WAY
 JH0695'OF STATE HIGHWAY 96, IN THE NORTHWEST CORNER OF SECTION 24, T 18 S,
 JH0695'R 27 W.
 JH0695'
 JH0695'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 AND 96 IN
 JH0695'DIGHTON, GO EAST ON STATE HIGHWAY 96 FOR 4.85 MILES TO A
 JH0695'CROSSROAD.  CONTINUE EAST ON STATE HIGHWAY 96 FOR 5.75 MILES TO A
 JH0695'SIDE ROAD LEFT AND THE STATION IN THE NORTHEAST CORNER OF THE
 JH0695'INTERSECTION, THIS IS JUST BEFORE REACHING A RADIO MAST ON THE LEFT.
 JH0695'
 JH0695'THE STATION MARKS ARE STANDARD DISKS STAMPED ALAMOTA 1964.  THE
 JH0695'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 JH0695'WHICH IS SET FLUSH.  IT IS 88.5 FEET NORTH OF THE CENTER OF STATE
 JH0695'HIGHWAY 96, 68 FEET SOUTH OF THE CENTER OF AN OILED ROAD AND 49
 JH0695'FEET EAST OF THE CENTER OF A GRAVELED ROAD.  THE UNDERGROUND DISK
 JH0695'IS SET IN A MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE
 JH0695'GROUND.
 JH0695'
 JH0695'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALAMOTA NO. 1 1964, IS
 JH0695'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 JH0695'INCHES.  IT IS 24.5 FEET SOUTH OF THE CENTER OF AN OILED ROAD AND
 JH0695'2 FEET WEST OF A TELEPHONE POLE.
 JH0695'
 JH0695'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALAMOTA NO. 2 1964, IS
 JH0695'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 JH0695'INCHES.  IT IS 35 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1
 JH0695'FOOT EAST OF A FENCE CORNER.
 JH0695'
 JH0695'TRIANGULATION STATION BLAKELY MAY BE USED FOR THE AZIMUTH MARK.
 JH0695'
 JH0695'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 JH0695'
 JH0695'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0696 ***********************************************************************
 JH0696  DESIGNATION -  ALAMOTA CO OP ELEVATOR
 JH0696  PID         -  JH0696
 JH0696  STATE/COUNTY-  KS/LANE
 JH0696  USGS QUAD   -  ALAMOTA (1974)
 JH0696
 JH0696                         *CURRENT SURVEY CONTROL
 JH0696  ___________________________________________________________________
 JH0696* NAD 83(1997)-  38 27 35.53913(N)    100 18 28.69462(W)     ADJUSTED  
 JH0696* NAVD 88     -                                                        
 JH0696  ___________________________________________________________________
 JH0696  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JH0696  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 JH0696
 JH0696  HORZ ORDER  -  THIRD
 JH0696
 JH0696.The horizontal coordinates were established by classical geodetic methods
 JH0696.and adjusted by the National Geodetic Survey in October 1998..
 JH0696
 JH0696
 JH0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0696
 JH0696.The geoid height was determined by GEOID03.
 JH0696
 JH0696;                    North         East     Units Scale Factor Converg.
 JH0696;SPC KS S     -   600,553.731   242,211.197   MT  0.99998062   -1 06 39.8
 JH0696;UTM  14      - 4,257,651.004   385,882.218   MT  0.99976038   -0 48 49.0
 JH0696
 JH0696                          SUPERSEDED SURVEY CONTROL
 JH0696
 JH0696  NAD 83(1986)-  38 27 35.54495(N)    100 18 28.69466(W) AD(       ) 4
 JH0696  NAD 27      -  38 27 35.48502(N)    100 18 27.20228(W) AD(       ) 3
 JH0696
 JH0696.Superseded values are not recommended for survey control.
 JH0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0696.See file dsdata.txt to determine how the superseded data were derived.
 JH0696
 JH0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH8588257651(NAD 83)
 JH0696_MARKER: 65 = GRAIN ELEVATOR
 JH0696
 JH0696  HISTORY     - Date     Condition        Report By
 JH0696  HISTORY     - 1964     FIRST OBSERVED   CGS
 JH0696
 JH0696                          STATION DESCRIPTION
 JH0696
 JH0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0696'THE STATION IS THE EAST ONE OF TWO VENTILATORS ATOP THE HEADHOUSE
 JH0696'OF THE ELEVATOR IN ALAMOTA.  THE ELEVATOR IS MADE OF WHITE CONCRETE
 JH0696'AND HAS AN OVERALL HEIGHT OF 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0857 ***********************************************************************
 JG0857  DESIGNATION -  ALBERT
 JG0857  PID         -  JG0857
 JG0857  STATE/COUNTY-  KS/RUSH
 JG0857  USGS QUAD   -  ALBERT (1965)
 JG0857
 JG0857                         *CURRENT SURVEY CONTROL
 JG0857  ___________________________________________________________________
 JG0857* NAD 83(1997)-  38 26 06.45701(N)    099 02 09.19767(W)     ADJUSTED  
 JG0857* NAVD 88     -       684.     (meters)    2244.     (feet)  SCALED    
 JG0857  ___________________________________________________________________
 JG0857  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 JG0857  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 JG0857
 JG0857  HORZ ORDER  -  THIRD
 JG0857
 JG0857.The horizontal coordinates were established by classical geodetic methods
 JG0857.and adjusted by the National Geodetic Survey in October 1998..
 JG0857
 JG0857.The orthometric height was scaled from a topographic map.
 JG0857
 JG0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0857
 JG0857.The geoid height was determined by GEOID03.
 JG0857
 JG0857;                    North         East     Units Scale Factor Converg.
 JG0857;SPC KS S     -   596,411.503   353,212.439   MT  0.99997663   -0 19 45.5
 JG0857;UTM  14      - 4,254,095.662   496,867.817   MT  0.99960012   -0 01 20.3
 JG0857
 JG0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0857!SPC KS S     -   0.99989672  x   0.99997663  =   0.99987335
 JG0857!UTM  14      -   0.99989672  x   0.99960012  =   0.99949688
 JG0857
 JG0857:                Primary Azimuth Mark                     Grid Az
 JG0857:SPC KS S     -  OLMITZ ST ANNES CATH CHURCH              043 24 55.3
 JG0857:UTM  14      -  OLMITZ ST ANNES CATH CHURCH              043 06 30.1
 JG0857
 JG0857|---------------------------------------------------------------------|
 JG0857| PID    Reference Object                     Distance      Geod. Az  |
 JG0857|                                                           dddmmss.s |
 JG0857| JG0809 OLMITZ ST ANNES CATH CHURCH         APPROX.12.4 KM 0430509.8 |
 JG0857| CK8778 ALBERT AZ MK                                       0921430.5 |
 JG0857| CK8779 ALBERT RM 1                          10.484 METERS 09706     |
 JG0857| JG0785 NATURAL GAS CO PLT 4 RAD MAST       APPROX. 9.6 KM 0994447.1 |
 JG0857| CK8780 ALBERT RM 2                           9.973 METERS 26524     |
 JG0857| JG0834 OTIS MUNICIPAL TANK                 APPROX.10.9 KM 3530827.6 |
 JG0857|---------------------------------------------------------------------|
 JG0857
 JG0857                          SUPERSEDED SURVEY CONTROL
 JG0857
 JG0857  NAD 83(1986)-  38 26 06.46481(N)    099 02 09.19727(W) AD(       ) 3
 JG0857  NAD 27      -  38 26 06.41400(N)    099 02 07.85700(W) AD(       ) 3
 JG0857
 JG0857.Superseded values are not recommended for survey control.
 JG0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0857.See file dsdata.txt to determine how the superseded data were derived.
 JG0857
 JG0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9686854096(NAD 83)
 JG0857_MARKER: DS = TRIANGULATION STATION DISK
 JG0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0857
 JG0857  HISTORY     - Date     Condition        Report By
 JG0857  HISTORY     - 1953     MONUMENTED       CGS
 JG0857
 JG0857                          STATION DESCRIPTION
 JG0857
 JG0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0857'THE STATION IS ABOUT 2 MILES SOUTHWEST OF THE TOWN OF ALBERT,
 JG0857'1/4 MILE WEST OF THE RUSH-BARTON COUNTY LINE, AT THE SOUTH EDGE OF
 JG0857'A PASTURE, IN SEC. 36, T 18 S, R 16 W.  IT IS 24 FEET NORTH OF THE
 JG0857'CENTER OF A TRACK ROAD, 7 FEET NORTHEAST OF A 4 X 4 INCH WHITE
 JG0857'WITNESS POST AND 4 FEET NORTH OF A FENCE.
 JG0857'
 JG0857'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ALBERT, GO WEST ON
 JG0857'STATE HIGHWAY 96 FOR 0.15 MILE TO A CROSSROADS AND A RAILROAD
 JG0857'CROSSING ON THE RIGHT, TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 JG0857'0.4 MILE TO A CROSSROADS, CONTINUE SOUTH ON A GRAVELED ROAD 1.0
 JG0857'MILE TO A DIM CROSSROADS, TURN RIGHT AND GO WEST ON THE TRACK
 JG0857'ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST
 JG0857'0.3 MILE TO THE STATION ON THE RIGHT.
 JG0857'
 JG0857'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ALBERT
 JG0857'1953.
 JG0857'
 JG0857'REFERENCE MARK 1 IS 22 FEET NORTH OF THE CENTER OF THE ROAD AND 1
 JG0857'FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 JG0857'DISK IS STAMPED ALBERT NO 1 1953.
 JG0857'
 JG0857'REFERENCE MARK 2 IS 23 FEET NORTH OF THE CENTER OF THE ROAD AND 1
 JG0857'FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JG0857'IS STAMPED ALBERT NO 2 1953.
 JG0857'
 JG0857'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTER OF THE ROAD, 2
 JG0857'FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT NORTH OF
 JG0857'A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JG0857'ALBERT 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1479 ***********************************************************************
 JF1479  DESIGNATION -  ALBRECHT
 JF1479  PID         -  JF1479
 JF1479  STATE/COUNTY-  KS/DICKINSON
 JF1479  USGS QUAD   -  HERINGTON (1972)
 JF1479
 JF1479                         *CURRENT SURVEY CONTROL
 JF1479  ___________________________________________________________________
 JF1479* NAD 83(1997)-  38 40 17.13047(N)    096 58 09.58105(W)     ADJUSTED  
 JF1479* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 JF1479  ___________________________________________________________________
 JF1479  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JF1479  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 JF1479
 JF1479  HORZ ORDER  -  FIRST
 JF1479
 JF1479.The horizontal coordinates were established by classical geodetic methods
 JF1479.and adjusted by the National Geodetic Survey in October 1998..
 JF1479
 JF1479.The orthometric height was scaled from a topographic map.
 JF1479
 JF1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1479
 JF1479.The geoid height was determined by GEOID03.
 JF1479
 JF1479;                    North         East     Units Scale Factor Converg.
 JF1479;SPC KS N     -    38,042.267   489,693.613   MT  1.00000761   +0 39 07.6
 JF1479;SPC KS S     -   623,601.192   533,204.679   MT  1.00002240   +0 56 26.3
 JF1479;UTM  14      - 4,282,271.897   676,657.994   MT  0.99998432   +1 16 09.1
 JF1479
 JF1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1479!SPC KS N     -   0.99994010  x   1.00000761  =   0.99994771
 JF1479!SPC KS S     -   0.99994010  x   1.00002240  =   0.99996250
 JF1479!UTM  14      -   0.99994010  x   0.99998432  =   0.99992442
 JF1479
 JF1479:                Primary Azimuth Mark                     Grid Az
 JF1479:SPC KS N     -  ALBRECHT AZ MK                           014 53 00.9
 JF1479:SPC KS S     -  ALBRECHT AZ MK                           014 35 42.2
 JF1479:UTM  14      -  ALBRECHT AZ MK                           014 15 59.4
 JF1479
 JF1479|---------------------------------------------------------------------|
 JF1479| PID    Reference Object                     Distance      Geod. Az  |
 JF1479|                                                           dddmmss.s |
 JF1479| CL4165 ALBRECHT AZ MK                                     0153208.5 |
 JF1479| CL4166 ALBRECHT RM 1                        40.266 METERS 06741     |
 JF1479| JF1480 HERINGTON ST JOHNS CATH CHURCH      APPROX. 2.3 KM 0733857.4 |
 JF1479| JF1481 HERINGTON MUNICIPAL TANK            APPROX. 2.4 KM 0981230.5 |
 JF1479| CL4167 ALBRECHT RM 2                       148.474 METERS 12058     |
 JF1479| JF1500 HOPE MUNICIPAL TANK                 APPROX. 9.6 KM 2821546.7 |
 JF1479|---------------------------------------------------------------------|
 JF1479
 JF1479                          SUPERSEDED SURVEY CONTROL
 JF1479
 JF1479  NAD 83(1986)-  38 40 17.13822(N)    096 58 09.57926(W) AD(       ) 1
 JF1479  NAD 27      -  38 40 17.10822(N)    096 58 08.53103(W) AD(       ) 1
 JF1479
 JF1479.Superseded values are not recommended for survey control.
 JF1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1479.See file dsdata.txt to determine how the superseded data were derived.
 JF1479
 JF1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7665882272(NAD 83)
 JF1479_MARKER: DS = TRIANGULATION STATION DISK
 JF1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1479
 JF1479  HISTORY     - Date     Condition        Report By
 JF1479  HISTORY     - 1935     MONUMENTED       CGS
 JF1479  HISTORY     - 1968     GOOD             CGS
 JF1479
 JF1479                          STATION DESCRIPTION
 JF1479
 JF1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1479'STATION IS ABOUT 1.5 MILES WEST OF HERINGTON, IN T. 16 S., R.
 JF1479'4 E., SOUTHEAST QUARTER OF SECTION 10, ON A SMALL GRASS
 JF1479'COVERED KNOLL, ABOUT 200 YARDS WEST OF U.S. HIGHWAY 77,
 JF1479'IN A PASTURE OWNED BY MR. FRED ALBRECHT.
 JF1479'
 JF1479'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 JF1479'DEPOT IN HERINGTON, GO WEST ON U.S. HIGHWAY 77 FOR 0.9 MILE,
 JF1479'CONTINUE WEST ON LANE WHERE U.S. HIGHWAY 77 TURNS NORTH,
 JF1479'AND GO 0.05 MILE TO WOODEN GATE.  PASS THROUGH WOODEN GATE AND GO
 JF1479'0.05 MILE NORTHWEST TO TOP OF HILL AND STATION.  FLUSH MARK IS 26
 JF1479'FEET SOUTH OF EAST-WEST FENCE LINE.
 JF1479'
 JF1479'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, 1 FOOT SOUTH
 JF1479'OF EAST-WEST FENCE LINE.  MARK IS FLUSH WITH GROUND.
 JF1479'
 JF1479'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, 1 FOOT WEST
 JF1479'OF NORTH-SOUTH FENCE LINE, 112 FEET NORTH OF FENCE CORNER,
 JF1479'JUNCTION OF WOODEN FENCE AND WIRE FENCE.  MARK IS FLUSH WITH
 JF1479'GROUND.
 JF1479'
 JF1479'AZIMUTH MARK IS REACHED BY GOING BACK TO U.S. HIGHWAY 77,
 JF1479'THENCE LEFT (NORTH) 0.5 MILE TO ENTRANCE TO FARMHOUSE.  MARK
 JF1479'IS 26 FEET SOUTH OF CENTER LINE OF DRIVEWAY, 33 FEET WEST
 JF1479'OF CENTER LINE OF U.S. HIGHWAY 77, IN THE NORTHEAST CORNER OF
 JF1479'A CULTIVATED FIELD AND PROJECTS 6 INCHES.
 JF1479'
 JF1479'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 JF1479'AS DESCRIBED.
 JF1479'
 JF1479'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JF1479
 JF1479                          STATION RECOVERY (1968)
 JF1479
 JF1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1479'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1479'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JF1479'
 JF1479'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HERINGTON,
 JF1479'GO WEST ON STATE HIGHWAY 218 (WALNUT STREET) FOR 1.0 MILE
 JF1479'TO A CROSSROAD AND WHERE HIGHWAY 218 TURNS NORTH.  CONTINUE
 JF1479'STRAIGHT AHEAD ON LANE FOR 0.05 MILE TO A METAL GATE
 JF1479'AND FARM BUILDINGS ON THE LEFT.  PASS THROUGH THE GATE AND
 JF1479'GO NORTHWEST ACROSS PASTURE FOR 0.1 MILE TO THE HIGHEST
 JF1479'POINT OF HILL AND THE STATION.
 JF1479'
 JF1479'TO REACH THE AZIMUTH MARK FROM THE POINT WHERE HIGHWAY 218
 JF1479'TURNS NORTH, GO NORTH ON HIGHWAY 218 FOR 0.5 MILE TO A DRIVEWAY
 JF1479'AND THE MARK ON THE LEFT.
 JF1479'
 JF1479'STATION MARK IS 26 FEET SOUTH OF AN EAST-WEST FENCE.
 JF1479'
 JF1479'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE EAST-WEST FENCE.
 JF1479'
 JF1479'REFERENCE MARK NO. 2 IS 41 PACES NORTH OF THE METAL GATE,
 JF1479'50 FEET NORTH OF A PROJECTED LINE OF THE NORTH SIDE OF A
 JF1479'FARMHOUSE, AND 4 FEET WEST OF A NORTH-SOUTH FENCE.
 JF1479'
 JF1479'AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF HIGHWAY 218, 26 FEET
 JF1479'SOUTH OF THE CENTER OF THE DRIVEWAY, 21 FEET NORTH-NORTHWEST
 JF1479'OF A POWER LINE POLE WITH A TRANSFORMER, AND 8 FEET WEST OF
 JF1479'A METAL WITNESS POST.
 JF1479'
 JF1479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.5
 JF1479'MILES WEST OF HERINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0670 ***********************************************************************
 KH0670  DESIGNATION -  ALBRIGHT
 KH0670  PID         -  KH0670
 KH0670  STATE/COUNTY-  KS/SHERMAN
 KH0670  USGS QUAD   -  BREWSTER NW (1966)
 KH0670
 KH0670                         *CURRENT SURVEY CONTROL
 KH0670  ___________________________________________________________________
 KH0670* NAD 83(1997)-  39 28 35.44010(N)    101 25 38.56595(W)     ADJUSTED  
 KH0670* NAVD 88     -      1053.     (meters)    3455.     (feet)  SCALED    
 KH0670  ___________________________________________________________________
 KH0670  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 KH0670  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 KH0670
 KH0670  HORZ ORDER  -  SECOND
 KH0670
 KH0670.The horizontal coordinates were established by classical geodetic methods
 KH0670.and adjusted by the National Geodetic Survey in October 1998..
 KH0670
 KH0670.The orthometric height was scaled from a topographic map.
 KH0670
 KH0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0670
 KH0670.The geoid height was determined by GEOID03.
 KH0670
 KH0670;                    North         East     Units Scale Factor Converg.
 KH0670;SPC KS N     -   132,487.156   105,181.015   MT  0.99996460   -2 10 06.8
 KH0670;UTM  14      - 4,372,470.411   291,213.978   MT  1.00013673   -1 32 37.7
 KH0670
 KH0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0670!SPC KS N     -   0.99983852  x   0.99996460  =   0.99980313
 KH0670!UTM  14      -   0.99983852  x   1.00013673  =   0.99997523
 KH0670
 KH0670:                Primary Azimuth Mark                     Grid Az
 KH0670:SPC KS N     -  ALBRIGHT AZ MK                           184 21 01.7
 KH0670:UTM  14      -  ALBRIGHT AZ MK                           183 43 32.6
 KH0670
 KH0670|---------------------------------------------------------------------|
 KH0670| PID    Reference Object                     Distance      Geod. Az  |
 KH0670|                                                           dddmmss.s |
 KH0670| CP7275 ALBRIGHT AZ MK                                     1821054.9 |
 KH0670| CP7276 ALBRIGHT RM 1                        10.353 METERS 24742     |
 KH0670| CP7277 ALBRIGHT RM 2                        30.754 METERS 34146     |
 KH0670|---------------------------------------------------------------------|
 KH0670
 KH0670                          SUPERSEDED SURVEY CONTROL
 KH0670
 KH0670  NAD 83(1986)-  39 28 35.44058(N)    101 25 38.56698(W) AD(       ) 2
 KH0670  NAD 27      -  39 28 35.44200(N)    101 25 36.97500(W) AD(       ) 2
 KH0670
 KH0670.Superseded values are not recommended for survey control.
 KH0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0670.See file dsdata.txt to determine how the superseded data were derived.
 KH0670
 KH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ9121472470(NAD 83)
 KH0670_MARKER: DS = TRIANGULATION STATION DISK
 KH0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0670
 KH0670  HISTORY     - Date     Condition        Report By
 KH0670  HISTORY     - 1951     MONUMENTED       CGS
 KH0670
 KH0670                          STATION DESCRIPTION
 KH0670
 KH0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0670'THE STATION IS LOCATED ABOUT 9.5 MILES NORTH-NORTHWEST OF
 KH0670'BREWSTER NEAR THE NORTH EDGE OF A FARMYARD, 125 FEET NORTH OF
 KH0670'THE NORTHWEST CORNER OF FARMHOUSE, 66 FEET EAST OF THE CENTER
 KH0670'OF A DIRT ROAD AND 8 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 KH0670'IT IS STAMPED ALBRIGHT 1951 AND IS FLUSH WITH THE GROUND
 KH0670'SURFACE.
 KH0670'
 KH0670'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 37 FEET EAST
 KH0670'OF THE CENTER OF DIRT ROAD AND 21 FEET SOUTH OF A FENCE CORNER.
 KH0670'IT IS STAMPED ALBRIGHT NO 1 1951 AND PROJECTS 3 INCHES.
 KH0670'
 KH0670'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF A PASTURE, 87 FEET
 KH0670'NORTH OF A FENCE CORNER, 38 FEET EAST OF THE CENTER OF DIRT
 KH0670'ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 KH0670'STAMPED ALBRIGHT NO 2 1951 AND PROJECTS 3 INCHES.
 KH0670'
 KH0670'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 108.73 FEET.
 KH0670'
 KH0670'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY IN THE SOUTHWEST
 KH0670'ANGLE OF A CROSSROAD, 42 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 KH0670'ROAD, 33 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 7
 KH0670'FEET EAST OF A TELEPHONE POLE.  IT IS STAMPED ALBRIGHT 1951
 KH0670'AND PROJECTS 2 INCHES.
 KH0670'
 KH0670'TO REACH THE STATION FROM THE POST OFFICE IN BREWSTER, GO NORTH
 KH0670'FOR 0.2 MILE TO A T INTERSECTION, TURN LEFT AND GO WEST ON
 KH0670'GRAVELED ROAD FOR 2.7 MILES TO A T ROAD RIGHT.  TURN RIGHT
 KH0670'AND GO NORTH ON DIRT ROAD FOR 7.0 MILES TO A CROSSROAD AND
 KH0670'AZIMUTH MARK IN SOUTHWEST ANGLE AS DESCRIBED, CONTINUE NORTH
 KH0670'FOR 0.6 MILE TO FARMYARD ON RIGHT AND STATION AS DESCRIBED.
 KH0670'
 KH0670'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0764 ***********************************************************************
 KG0764  DESIGNATION -  ALCONA
 KG0764  PID         -  KG0764
 KG0764  STATE/COUNTY-  KS/ROOKS
 KG0764  USGS QUAD   -  NICODEMUS (1969)
 KG0764
 KG0764                         *CURRENT SURVEY CONTROL
 KG0764  ___________________________________________________________________
 KG0764* NAD 83(1997)-  39 26 41.34431(N)    099 33 20.50462(W)     ADJUSTED  
 KG0764* NAVD 88     -       665.     (meters)    2182.     (feet)  SCALED    
 KG0764  ___________________________________________________________________
 KG0764  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 KG0764  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 KG0764
 KG0764  HORZ ORDER  -  SECOND
 KG0764
 KG0764.The horizontal coordinates were established by classical geodetic methods
 KG0764.and adjusted by the National Geodetic Survey in October 1998..
 KG0764
 KG0764.The orthometric height was scaled from a topographic map.
 KG0764
 KG0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0764
 KG0764.The geoid height was determined by GEOID03.
 KG0764
 KG0764;                    North         East     Units Scale Factor Converg.
 KG0764;SPC KS N     -   124,538.919   266,095.141   MT  0.99996257   -0 59 03.5
 KG0764;UTM  14      - 4,366,287.711   452,183.925   MT  0.99962815   -0 21 11.0
 KG0764
 KG0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0764!SPC KS N     -   0.99989966  x   0.99996257  =   0.99986223
 KG0764!UTM  14      -   0.99989966  x   0.99962815  =   0.99952784
 KG0764
 KG0764:                Primary Azimuth Mark                     Grid Az
 KG0764:SPC KS N     -  ALCONA AZ MK                             063 56 34.9
 KG0764:UTM  14      -  ALCONA AZ MK                             063 18 42.4
 KG0764
 KG0764|---------------------------------------------------------------------|
 KG0764| PID    Reference Object                     Distance      Geod. Az  |
 KG0764|                                                           dddmmss.s |
 KG0764| CN8543 ALCONA AZ MK                                       0625731.4 |
 KG0764| KG0767 PALCO MUNICIPAL TANK                APPROX.21.5 KM 1815622.9 |
 KG0764| KG0772 PALCO K N NATURAL GAS RAD TWR       APPROX.23.3 KM 1825747.9 |
 KG0764| KG0766 DAMAR MUNICIPAL STANDPIPE           APPROX.14.2 KM 1902356.4 |
 KG0764| KG0765 DAMAR ST JOSEPHS CH N CROSS         APPROX.14.3 KM 1904715.4 |
 KG0764| KG0768 BOGUE MUNICIPAL STANDPIPE           APPROX.14.8 KM 2294745.6 |
 KG0764| CN8544 ALCONA RM 1                          88.655 METERS 23613     |
 KG0764| CN8545 ALCONA RM 2                         102.613 METERS 31447     |
 KG0764|---------------------------------------------------------------------|
 KG0764
 KG0764                          SUPERSEDED SURVEY CONTROL
 KG0764
 KG0764  NAD 83(1986)-  39 26 41.34975(N)    099 33 20.50588(W) AD(       ) 2
 KG0764  NAD 27      -  39 26 41.32100(N)    099 33 19.11800(W) AD(       ) 2
 KG0764
 KG0764.Superseded values are not recommended for survey control.
 KG0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0764.See file dsdata.txt to determine how the superseded data were derived.
 KG0764
 KG0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ5218466288(NAD 83)
 KG0764_MARKER: DS = TRIANGULATION STATION DISK
 KG0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0764
 KG0764  HISTORY     - Date     Condition        Report By
 KG0764  HISTORY     - 1950     MONUMENTED       CGS
 KG0764
 KG0764                          STATION DESCRIPTION
 KG0764
 KG0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0764'THE STATION IS LOCATED ABOUT 15.0 MILES WEST OF STOCKTON AND
 KG0764'ABOUT 9.0 MILES NORTHEAST OF BOGUE ON THE TOP OF A PROMINENT HILL
 KG0764'IN PASTURE LAND OWNED BY MRS. CHRISTINE M. WEBSTER OF 1307 SOUTH
 KG0764'GARRISON, CARTHAGE, MISSOURI.  IT IS ABOUT 0.5 MILE NORTH OF
 KG0764'U.S. HIGHWAY NO. 24, 75 YARDS EAST OF A FENCE CORNER, 3.0 FEET
 KG0764'EAST OF A WITNESS POST AND IS DIRECTLY UNDER AN EAST-WEST FENCE.
 KG0764'IT PROJECTS 10 INCHES AND IS STAMPED ALCONA 1950.
 KG0764'
 KG0764'REFERENCE MARK NO. 1 IS LOCATED ON THE SOUTHWEST SLOPE OF THE
 KG0764'HILL ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS
 KG0764'159.0 FEET SOUTH OF A FENCE CORNER AND 1.0 FOOT EAST OF A FENCE.
 KG0764'IT PROJECTS 4 INCHES AND IS STAMPED ALCONA NO 1 1950.
 KG0764'
 KG0764'REFERENCE MARK NO. 2 IS LOCATED AT THE WEST EDGE OF THE PASTURE
 KG0764'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 240.0 FEET
 KG0764'NORTH OF A FENCE CORNER AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS
 KG0764'2 INCHES AND IS STAMPED ALCONA NO 2 1950.
 KG0764'
 KG0764'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KG0764'IS 399.0 FEET.
 KG0764'
 KG0764'THE AZIMUTH MARK IS 25.0 FEET WEST OF THE CENTER OF A GRADED
 KG0764'ROAD, 1.5 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT EAST OF A
 KG0764'FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED ALCONA 1950.
 KG0764'
 KG0764'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 24
 KG0764'AND U.S. HIGHWAY NO. 183 ONE HALF BLOCK WEST OF THE POST OFFICE IN
 KG0764'STOCKTON, GO WEST ON U.S. HIGHWAY NO. 24 FOR 14.85 MILES TO A
 KG0764'CROSSROAD.  HERE TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 0.5
 KG0764'MILE TO A WIRE GATE ON THE LEFT JUST AFTER PASSING A FENCE
 KG0764'CORNER, TURN LEFT THROUGH THE WIRE GATE AND GO WEST ALONG THE
 KG0764'NORTH SIDE OF A FENCE FOR 0.45 MILE TO THE TOP OF THE HILL AND
 KG0764'THE STATION AS DESCRIBED.
 KG0764'
 KG0764'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG THE
 KG0764'NORTH SIDE OF A FENCE FOR 0.45 MILE TO A WIRE GATE, PASS THROUGH
 KG0764'GATE AND TURN LEFT ON A GRADED ROAD AND GO NORTH FOR 0.2 MILE TO
 KG0764'THE TOP OF A RISE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KG0764'
 KG0764'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0745 ***********************************************************************
 JG0745  DESIGNATION -  ALDEN FARMERS UNION COOP ELEV
 JG0745  PID         -  JG0745
 JG0745  STATE/COUNTY-  KS/RICE
 JG0745  USGS QUAD   -  ALDEN (1967)
 JG0745
 JG0745                         *CURRENT SURVEY CONTROL
 JG0745  ___________________________________________________________________
 JG0745* NAD 83(1997)-  38 14 29.37343(N)    098 18 39.27355(W)     ADJUSTED  
 JG0745* NAVD 88     -                                                        
 JG0745  ___________________________________________________________________
 JG0745  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 JG0745  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 JG0745
 JG0745  HORZ ORDER  -  THIRD
 JG0745
 JG0745.The horizontal coordinates were established by classical geodetic methods
 JG0745.and adjusted by the National Geodetic Survey in October 1998..
 JG0745.No horizontal observational check was made to the station.
 JG0745
 JG0745
 JG0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0745
 JG0745.The geoid height was determined by GEOID03.
 JG0745
 JG0745;                    North         East     Units Scale Factor Converg.
 JG0745;SPC KS S     -   574,800.647   416,552.880   MT  0.99995185   +0 06 58.3
 JG0745;UTM  14      - 4,232,834.140   560,301.728   MT  0.99964478   +0 25 35.6
 JG0745
 JG0745                          SUPERSEDED SURVEY CONTROL
 JG0745
 JG0745  NAD 83(1997)-  38 14 29.38100(N)    098 18 39.27347(W) AD(       ) 4
 JG0745  NAD 83(1986)-  38 14 29.38083(N)    098 18 39.27290(W) AD(       ) 4
 JG0745  NAD 27      -  38 14 29.34019(N)    098 18 38.03798(W) AD(       ) 3
 JG0745
 JG0745.Superseded values are not recommended for survey control.
 JG0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0745.See file dsdata.txt to determine how the superseded data were derived.
 JG0745
 JG0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6030232834(NAD 83)
 JG0745
 JG0745  HISTORY     - Date     Condition        Report By
 JG0745  HISTORY     - 1967     FIRST OBSERVED   CGS
 JG0745
 JG0745                          STATION DESCRIPTION
 JG0745
 JG0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 JG0745'STATION IS LOCATED IN THE SOUTH SECTION OF THE SMALL TOWN OF ALDEN.
 JG0745'
 JG0745'STATION IS A VERY LARGE CONCRETE ELEVATOR, ABOUT 200 FEET IN HEIGHT,
 JG0745'PAINTED WHITE IN COLOR AND HAS A RED LIGHT ON THE MOST HIGHEST
 JG0745'PART.
 JG0745'
 JG0745'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0944 ***********************************************************************
 JG0944  DESIGNATION -  ALEXANDER
 JG0944  PID         -  JG0944
 JG0944  STATE/COUNTY-  KS/NESS
 JG0944  USGS QUAD   -  MC CRACKEN SW (1966)
 JG0944
 JG0944                         *CURRENT SURVEY CONTROL
 JG0944  ___________________________________________________________________
 JG0944* NAD 83(1997)-  38 30 33.35104(N)    099 39 36.31374(W)     ADJUSTED  
 JG0944* NAVD 88     -       684.     (meters)    2244.     (feet)  SCALED    
 JG0944  ___________________________________________________________________
 JG0944  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 JG0944  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 JG0944
 JG0944  HORZ ORDER  -  SECOND
 JG0944
 JG0944.The horizontal coordinates were established by classical geodetic methods
 JG0944.and adjusted by the National Geodetic Survey in October 1998..
 JG0944
 JG0944.The orthometric height was scaled from a topographic map.
 JG0944
 JG0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0944
 JG0944.The geoid height was determined by GEOID03.
 JG0944
 JG0944;                    North         East     Units Scale Factor Converg.
 JG0944;SPC KS S     -   605,136.019   298,819.061   MT  0.99998915   -0 42 46.5
 JG0944;UTM  14      - 4,262,527.815   442,448.888   MT  0.99964079   -0 24 39.6
 JG0944
 JG0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0944!SPC KS S     -   0.99989671  x   0.99998915  =   0.99988586
 JG0944!UTM  14      -   0.99989671  x   0.99964079  =   0.99953754
 JG0944
 JG0944|---------------------------------------------------------------------|
 JG0944| PID    Reference Object                     Distance      Geod. Az  |
 JG0944|                                                           dddmmss.s |
 JG0944| CK8782 ALEXANDER RM 1                       29.566 METERS 08830     |
 JG0944| CK8783 ALEXANDER RM 2                       34.894 METERS 33956     |
 JG0944| CK8781 ALEXANDER AZ MK                                    3591909.8 |
 JG0944|---------------------------------------------------------------------|
 JG0944
 JG0944                          SUPERSEDED SURVEY CONTROL
 JG0944
 JG0944  NAD 83(1986)-  38 30 33.35969(N)    099 39 36.31254(W) AD(       ) 2
 JG0944  NAD 27      -  38 30 33.30579(N)    099 39 34.88887(W) AD(       ) 2
 JG0944
 JG0944.Superseded values are not recommended for survey control.
 JG0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0944.See file dsdata.txt to determine how the superseded data were derived.
 JG0944
 JG0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH4244962528(NAD 83)
 JG0944_MARKER: DS = TRIANGULATION STATION DISK
 JG0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0944
 JG0944  HISTORY     - Date     Condition        Report By
 JG0944  HISTORY     - 1964     MONUMENTED       CGS
 JG0944
 JG0944                          STATION DESCRIPTION
 JG0944
 JG0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0944'THE STATION IS 6-1/4 MILES NORTHWEST OF ALEXANDER, 4 MILES NORTH AND
 JG0944'2 MILES EAST OF BAZINE, 4 MILES WEST OF THE RUSH-NESS COUNTY LINE,
 JG0944'AND ON PROPERTY OWNED BY MR. ED MANTZ.
 JG0944'
 JG0944'TO REACH THE STATION FROM THE POST OFFICE IN BAZINE, GO NORTH FOR
 JG0944'0.55 MILES TO STATE HIGHWAY 96.  TURN RIGHT AND GO EAST ON HIGHWAY
 JG0944'96 FOR 1.7 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 JG0944'BLADED ROAD FOR 2.9 MILES TO A CROSSROAD.  CONTINUE NORTH ON THE
 JG0944'BLADED ROAD FOR 1.0 MILE TO A FENCE CORNER AND THE STATION ON
 JG0944'THE RIGHT.
 JG0944'
 JG0944'STATION MARKS ARE STANDARD DISKS STAMPED ALEXANDER 1964.  THE SURFACE
 JG0944'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 JG0944'IS 68 FEET EAST OF THE CENTER OF A BLADED ROAD, 38 FEET EAST OF A
 JG0944'STONE CORNER FENCE POST, AND 2 FEET EAST OF A METAL WITNESS POST.
 JG0944'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 JG0944'INCHES BELOW THE SURFACE OF THE GROUND.
 JG0944'
 JG0944'REFERENCE MARK NO.1, A STANDARD DISK STAMPED ALEXANDER NO 1 1964, IS
 JG0944'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 2 FEET
 JG0944'SOUTH OF A STONE FENCE POST, AND 2 FEET SOUTHWEST OF A METAL
 JG0944'WITNESS POST.
 JG0944'
 JG0944'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALEXANDER NO 2 1964, IS
 JG0944'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 108
 JG0944'FEET NORTH OF THE STONE CORNER FENCE POST, 29 FEET EAST OF THE CENTER
 JG0944'OF THE BLADED ROAD, 2 FEET NORTH OF A METAL WITNESS POST AND 1
 JG0944'FOOT SOUTH OF A STONE FENCE POST.
 JG0944'
 JG0944'AZIMUTH MARK IS A STANDARD DISK STAMPED ALEXANDER 1964, SET IN A
 JG0944'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 34 FEET EAST OF
 JG0944'THE CENTER OF THE BLADED ROAD, 2.5 FEET EAST OF A METAL WITNESS
 JG0944'POST AND 1.5 FEET SOUTHEAST OF STONE CORNER FENCE POST.
 JG0944'
 JG0944'NOTE--REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE.
 JG0944'
 JG0944'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE BLADED
 JG0944'ROAD FOR 0.5 TO THE MARK ON THE RIGHT.
 JG0944'
 JG0944'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0893 ***********************************************************************
 JG0893  DESIGNATION -  ALEXANDER CO OP GRAIN ELEVATOR
 JG0893  PID         -  JG0893
 JG0893  STATE/COUNTY-  KS/RUSH
 JG0893  USGS QUAD   -  ALEXANDER (1966)
 JG0893
 JG0893                         *CURRENT SURVEY CONTROL
 JG0893  ___________________________________________________________________
 JG0893* NAD 83(1997)-  38 28 02.01061(N)    099 33 17.15318(W)     ADJUSTED  
 JG0893* NAVD 88     -                                                        
 JG0893  ___________________________________________________________________
 JG0893  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 JG0893  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 JG0893
 JG0893  HORZ ORDER  -  THIRD
 JG0893
 JG0893.The horizontal coordinates were established by classical geodetic methods
 JG0893.and adjusted by the National Geodetic Survey in October 1998..
 JG0893
 JG0893
 JG0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0893
 JG0893.The geoid height was determined by GEOID03.
 JG0893
 JG0893;                    North         East     Units Scale Factor Converg.
 JG0893;SPC KS S     -   600,360.704   307,951.907   MT  0.99998185   -0 38 53.5
 JG0893;UTM  14      - 4,257,802.443   451,603.606   MT  0.99962884   -0 20 42.4
 JG0893
 JG0893                          SUPERSEDED SURVEY CONTROL
 JG0893
 JG0893  NAD 83(1986)-  38 28 02.01935(N)    099 33 17.15198(W) AD(       ) 4
 JG0893  NAD 27      -  38 28 01.96630(N)    099 33 15.73838(W) AD(       ) 3
 JG0893
 JG0893.Superseded values are not recommended for survey control.
 JG0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0893.See file dsdata.txt to determine how the superseded data were derived.
 JG0893
 JG0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH5160457802(NAD 83)
 JG0893_MARKER: 65 = GRAIN ELEVATOR
 JG0893
 JG0893  HISTORY     - Date     Condition        Report By
 JG0893  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0893
 JG0893                          STATION DESCRIPTION
 JG0893
 JG0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0893'THE STATION IS THE LARGE VENTILATOR ATOP THE HEADHOUSE OF THE
 JG0893'ELEVATOR, LOCATED IN ALEXANDER.
 JG0893'
 JG0893'IT IS A LARGE CONCRETE STRUCTURE, PAINTED WHITE, THE ELEVATOR SETS IN
 JG0893'AN EAST-WEST DIRECTION AND THE HEADHOUSE IS AT THE EAST SIDE, AND
 JG0893'HAS AN OVERALL HEIGHT OF 136 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1030 ***********************************************************************
 HE1030  DESIGNATION -  ALFORD
 HE1030  PID         -  HE1030
 HE1030  STATE/COUNTY-  KS/CHEROKEE
 HE1030  USGS QUAD   -  CARL JUNCTION (1978)
 HE1030
 HE1030                         *CURRENT SURVEY CONTROL
 HE1030  ___________________________________________________________________
 HE1030* NAD 83(1997)-  37 12 40.13982(N)    094 37 05.53467(W)     ADJUSTED  
 HE1030* NAVD 88     -       282.4    (meters)     927.     (feet)  VERTCON   
 HE1030  ___________________________________________________________________
 HE1030  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 HE1030  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HE1030
 HE1030  HORZ ORDER  -  SECOND
 HE1030
 HE1030.The horizontal coordinates were established by classical geodetic methods
 HE1030.and adjusted by the National Geodetic Survey in October 1998..
 HE1030
 HE1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1030
 HE1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1030
 HE1030.The geoid height was determined by GEOID03.
 HE1030
 HE1030;                    North         East     Units Scale Factor Converg.
 HE1030;SPC KS S     -   467,601.906   744,471.743   MT  1.00001138   +2 23 07.7
 HE1030;SPC MO W     -   115,907.949   839,508.238   MT  0.99994253   -0 04 17.3
 HE1030;UTM  15      - 4,119,522.767   356,412.501   MT  0.99985398   -0 58 43.6
 HE1030
 HE1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1030!SPC KS S     -   0.99996039  x   1.00001138  =   0.99997177
 HE1030!SPC MO W     -   0.99996039  x   0.99994253  =   0.99990292
 HE1030!UTM  15      -   0.99996039  x   0.99985398  =   0.99981438
 HE1030
 HE1030:                Primary Azimuth Mark                     Grid Az
 HE1030:SPC KS S     -  ALFORD AZ MK                             000 07 11.0
 HE1030:SPC MO W     -  ALFORD AZ MK                             002 34 36.0
 HE1030:UTM  15      -  ALFORD AZ MK                             003 29 02.3
 HE1030
 HE1030|---------------------------------------------------------------------|
 HE1030| PID    Reference Object                     Distance      Geod. Az  |
 HE1030|                                                           dddmmss.s |
 HE1030| CN5530 ALFORD AZ MK                                       0023018.7 |
 HE1030| CN5531 ALFORD RM 1                          19.213 METERS 06230     |
 HE1030| CN5532 ALFORD RM 2                          20.254 METERS 13821     |
 HE1030| HE1071 TV STATION KOAM WEST MAST           APPROX. 8.0 KM 2774805.6 |
 HE1030|---------------------------------------------------------------------|
 HE1030
 HE1030                          SUPERSEDED SURVEY CONTROL
 HE1030
 HE1030  NAD 83(1997)-  37 12 40.14658(N)    094 37 05.53628(W) AD(       ) 2
 HE1030  NAD 83(1986)-  37 12 40.15294(N)    094 37 05.53053(W) AD(       ) 2
 HE1030  NAD 27      -  37 12 39.95272(N)    094 37 04.69757(W) AD(       ) 2
 HE1030  NGVD 29 (07/19/86)  282.3    (m)          926.     (f) VERT ANG       
 HE1030
 HE1030.Superseded values are not recommended for survey control.
 HE1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1030.See file dsdata.txt to determine how the superseded data were derived.
 HE1030
 HE1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5641319523(NAD 83)
 HE1030_MARKER: DS = TRIANGULATION STATION DISK
 HE1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1030_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1030
 HE1030  HISTORY     - Date     Condition        Report By
 HE1030  HISTORY     - 1966     MONUMENTED       CGS
 HE1030
 HE1030                          STATION DESCRIPTION
 HE1030
 HE1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1030'THE STATION IS ABOUT 9-1/2 MILES NORTH OF GALENA, 1-1/4
 HE1030'MILES EAST-SOUTHEAST OF LAWTON, ON LAND OWNED BY MR. E.E.
 HE1030'ALFORD AND JUST WEST OF THE KANSAS AND MISSOURI STATE LINE.
 HE1030'
 HE1030'TO REACH THE STATION FROM THE POST OFFICE IN LAWTON, GO
 HE1030'EAST ON GRAVELED ROAD FOR 1.1 MILES TO A T-INTERSECTION,
 HE1030'TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK
 HE1030'ON THE LEFT.  CONTINUE AHEAD, SOUTH, FOR 0.5 MILE TO THE
 HE1030'STATION ON THE RIGHT AT MR. ALFORDS RESIDENCE.
 HE1030'
 HE1030'STATION MARK IS A STANDARD DISK, STAMPED ALFORD 1966, SET
 HE1030'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1030'THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 118 FEET
 HE1030'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 30 FEET
 HE1030'SOUTH OF THE CENTERLINE OF A DRIVEWAY, 24 FEET WEST OF THE
 HE1030'CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD AND 6 FEET SOUTHEAST
 HE1030'OF A FENCE POST.
 HE1030'
 HE1030'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALFORD NO 1
 HE1030'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 HE1030'DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 31 FEET EAST
 HE1030'OF THE CENTERLINE OF THE GRAVELED ROAD, 2 FEET WEST-SOUTHWEST
 HE1030'OF A TRANSFORMER POLE AND ABOUT THE SAME ELEVATION AS THE
 HE1030'STATION.
 HE1030'
 HE1030'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALFORD NO 2
 HE1030'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 HE1030'DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 HE1030'22 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD, 2.5 FEET
 HE1030'NORTHEAST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS
 HE1030'THE STATION.
 HE1030'
 HE1030'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALFORD 1966, SET
 HE1030'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1030'THAT PROJECTS 5 INCHES.  IT IS 99 FEET EAST OF THE CENTERLINE OF
 HE1030'A NORTH-SOUTH GRAVELED ROAD, 19 NORTH OF THE CENTERLINE OF
 HE1030'AN EAST-WEST GRAVELED ROAD, 3 FEET SOUTH OF A POWER LINE
 HE1030'POLE AND 3 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0613 ***********************************************************************
 JF0613  DESIGNATION -  ALICE
 JF0613  PID         -  JF0613
 JF0613  STATE/COUNTY-  KS/DICKINSON
 JF0613  USGS QUAD   -  SOLOMON (1979)
 JF0613
 JF0613                         *CURRENT SURVEY CONTROL
 JF0613  ___________________________________________________________________
 JF0613* NAD 83(1997)-  38 55 52.85983(N)    097 16 09.79806(W)     ADJUSTED  
 JF0613* NAVD 88     -       381.723  (meters)    1252.37   (feet)  ADJUSTED  
 JF0613  ___________________________________________________________________
 JF0613  LAPLACE CORR-          -8.08  (seconds)                    DEFLEC99
 JF0613  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 JF0613  DYNAMIC HT  -         381.466 (meters)    1251.53  (feet)  COMP
 JF0613  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 JF0613
 JF0613  HORZ ORDER  -  SECOND
 JF0613  VERT ORDER  -  FIRST     CLASS II
 JF0613
 JF0613.The horizontal coordinates were established by classical geodetic methods
 JF0613.and adjusted by the National Geodetic Survey in October 1998..
 JF0613
 JF0613.The orthometric height was determined by differential leveling
 JF0613.and adjusted by the National Geodetic Survey in June 1991..
 JF0613.WARNING-Repeat measurements at this control monument indicate possible
 JF0613.vertical movement.
 JF0613
 JF0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0613
 JF0613.The geoid height was determined by GEOID03.
 JF0613
 JF0613.The dynamic height is computed by dividing the NAVD 88
 JF0613.geopotential number by the normal gravity value computed on the
 JF0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0613.degrees latitude (g = 980.6199 gals.).
 JF0613
 JF0613.The modeled gravity was interpolated from observed gravity values.
 JF0613
 JF0613;                    North         East     Units Scale Factor Converg.
 JF0613;SPC KS N     -    66,641.741   463,348.931   MT  0.99997230   +0 27 44.2
 JF0613;UTM  14      - 4,310,582.289   650,006.249   MT  0.99987708   +1 05 15.7
 JF0613
 JF0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0613!SPC KS N     -   0.99994458  x   0.99997230  =   0.99991688
 JF0613!UTM  14      -   0.99994458  x   0.99987708  =   0.99982167
 JF0613
 JF0613:                Primary Azimuth Mark                     Grid Az
 JF0613:SPC KS N     -  ABILENE VUMORE CO MICROWAVE              059 07 54.8
 JF0613:UTM  14      -  ABILENE VUMORE CO MICROWAVE              058 30 23.3
 JF0613
 JF0613|---------------------------------------------------------------------|
 JF0613| PID    Reference Object                     Distance      Geod. Az  |
 JF0613|                                                           dddmmss.s |
 JF0613| JF1498 ABILENE VUMORE CO MICROWAVE         APPROX. 6.2 KM 0593539.0 |
 JF0613| JF0614 ALICE RM 1                           12.232 METERS 07120     |
 JF0613| JF0612 ALICE RM 2                           13.394 METERS 23447     |
 JF0613|---------------------------------------------------------------------|
 JF0613
 JF0613                          SUPERSEDED SURVEY CONTROL
 JF0613
 JF0613  NAD 83(1986)-  38 55 52.86827(N)    097 16 09.79841(W) AD(       ) 2
 JF0613  NAD 27      -  38 55 52.87008(N)    097 16 08.71968(W) AD(       ) 2
 JF0613  NGVD 29 (??/??/92)  381.613  (m)         1252.01   (f) ADJ UNCH    1 2
 JF0613
 JF0613.Superseded values are not recommended for survey control.
 JF0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0613.See file dsdata.txt to determine how the superseded data were derived.
 JF0613
 JF0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5000610582(NAD 83)
 JF0613_MARKER: DE = TRAVERSE STATION DISK
 JF0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0613_SP_SET: CONCRETE POST
 JF0613_STAMPING: ALICE 1970
 JF0613_MARK LOGO: CGS   
 JF0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0613+STABILITY: SURFACE MOTION
 JF0613
 JF0613  HISTORY     - Date     Condition        Report By
 JF0613  HISTORY     - 1970     MONUMENTED       NGS
 JF0613  HISTORY     - 1970     GOOD             NGS
 JF0613  HISTORY     - 1986     GOOD             NGS
 JF0613  HISTORY     - 1987     GOOD             NOS
 JF0613
 JF0613                          STATION DESCRIPTION
 JF0613
 JF0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF0613'THE STATION IS LOCATED ABOUT 3 MILES WEST OF ABILENE, IN
 JF0613'THE SOUTHWEST 1/4 OF SECTION 12, T 13 S, R 1 E AND AT THE EAST
 JF0613'END OF A LONG SWEEPING CURVE ON THE SOUTH RIGHT-OF-WAY OF
 JF0613'INTERSTATE HIGHWAY 70.
 JF0613'
 JF0613'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15
 JF0613'AND INTERSTATE HIGHWAY 70 AT THE NORTH EDGE OF ABILENE, GO
 JF0613'WEST ON INTERSTATE HIGHWAY 70 FOR 2.5 MILES TO THE TALMAGE
 JF0613'EXIT, CONTINUE WEST ON INTERSTATE HIGHWAY 70 FOR 0.5 MILE TO THE
 JF0613'STATION ON THE LEFT AS DESCRIBED.
 JF0613'
 JF0613'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED ALICE
 JF0613'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0613'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 74 FEET
 JF0613'SOUTHEAST OF THE CENTER OF THE EASTBOUND LANE OF INTERSTATE
 JF0613'HIGHWAY 70, 59.5 FEET NORTHEAST OF A 6-INCH ELM TREE WITH
 JF0613'A TRIANGULAR SHAPED BLAZE ON THE NORTH SIDE, 8.2 FEET NORTHWEST
 JF0613'OF A METAL WITNESS POST AND 8.0 FEET NORTHWEST OF A FENCE.
 JF0613'
 JF0613'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ALICE NO 1 1970,
 JF0613'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0613'PROJECTING 1 INCH ABOVE THE GROUND SURFACE.  IT IS 79 FEET
 JF0613'SOUTHEAST OF THE CENTER OF THE EASTBOUND LANE OF INTERSTATE HIGHWAY
 JF0613'70, 38.1 FEET NORTHEAST OF THE WITNESS POST AND 1.9 FEET
 JF0613'NORTHWEST OF A FENCE.
 JF0613'
 JF0613'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ALICE NO 2 1970,
 JF0613'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0613'PROJECTING 1 INCH ABOVE THE GROUND SURFACE.  IT IS 80.5 FEET
 JF0613'SOUTHEAST OF THE CENTER OF THE EASTBOUND LANE OF INTERSTATE
 JF0613'HIGHWAY 70, 45.0 FEET SOUTHWEST OF THE WITNESS POST, 15.7 FEET
 JF0613'NORTHEAST OF THE 6-INCH ELM TREE AND 1.5 FEET NORTHWEST OF A
 JF0613'FENCE.
 JF0613'
 JF0613'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK
 JF0613'STAMPED ALICE 1970, SET IN A IRREGULAR MASS OF CONCRETE 42
 JF0613'INCHES BELOW THE GROUND SURFACE.
 JF0613'
 JF0613'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 JF0613'
 JF0613'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 METERS.
 JF0613
 JF0613                          STATION RECOVERY (1970)
 JF0613
 JF0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0613'3.1 MI W FROM ABILENE.
 JF0613'ABOUT 3.1 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0613'HIGHWAY OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 0.5 MILE
 JF0613'SOUTHWEST OF ROAD OVERPASS NUMBER 6.6 OVER THE HIGHWAY, 7.6 FEET
 JF0613'NORTHWEST OF A FENCE, 7.9 FEET WEST-NORTHWEST OF A METAL WITNESS
 JF0613'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 JF0613'CONCRETE POST PROJECTING 0.1 FOOT.  SECTION 12, T 13 S, R 1 E.
 JF0613
 JF0613                          STATION RECOVERY (1986)
 JF0613
 JF0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0613'RECOVERED IN GOOD CONDITION.
 JF0613
 JF0613                          STATION RECOVERY (1987)
 JF0613
 JF0613'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 JF0613'THE STATION WAS RECOVERED AT THIS DATE.
 JF0613'STATION MARK AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 JF0613'
 JF0613'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JF0613'
 JF0613'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0614 ***********************************************************************
 JF0614  DESIGNATION -  ALICE RM 1
 JF0614  PID         -  JF0614
 JF0614  STATE/COUNTY-  KS/DICKINSON
 JF0614  USGS QUAD   -  SOLOMON (1979)
 JF0614
 JF0614                         *CURRENT SURVEY CONTROL
 JF0614  ___________________________________________________________________
 JF0614* NAD 83(1986)-  38 55 52.     (N)    097 16 09.     (W)     SCALED    
 JF0614* NAVD 88     -       381.530  (meters)    1251.74   (feet)  ADJUSTED  
 JF0614  ___________________________________________________________________
 JF0614  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 JF0614  DYNAMIC HT  -         381.273 (meters)    1250.89  (feet)  COMP
 JF0614  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 JF0614
 JF0614  VERT ORDER  -  SECOND    CLASS 0
 JF0614
 JF0614.The horizontal coordinates were scaled from a topographic map and have
 JF0614.an estimated accuracy of +/- 6 seconds.
 JF0614
 JF0614.The orthometric height was determined by differential leveling
 JF0614.and adjusted by the National Geodetic Survey in June 1991..
 JF0614
 JF0614.The geoid height was determined by GEOID03.
 JF0614
 JF0614.The dynamic height is computed by dividing the NAVD 88
 JF0614.geopotential number by the normal gravity value computed on the
 JF0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0614.degrees latitude (g = 980.6199 gals.).
 JF0614
 JF0614.The modeled gravity was interpolated from observed gravity values.
 JF0614
 JF0614;                    North         East    Units  Estimated Accuracy
 JF0614;SPC KS N     -    66,620.      463,370.      MT  (+/- 180 meters Scaled)
 JF0614
 JF0614                          SUPERSEDED SURVEY CONTROL
 JF0614
 JF0614  NGVD 29 (??/??/92)  381.427  (m)         1251.40   (f) ADJ UNCH    2 0
 JF0614
 JF0614.Superseded values are not recommended for survey control.
 JF0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0614.See file dsdata.txt to determine how the superseded data were derived.
 JF0614
 JF0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ500105(NAD 83)
 JF0614_MARKER: DR = REFERENCE MARK DISK
 JF0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0614_STAMPING: ALICE NO 1 1970
 JF0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0614+STABILITY: SURFACE MOTION
 JF0614
 JF0614  HISTORY     - Date     Condition        Report By
 JF0614  HISTORY     - 1970     MONUMENTED       NGS
 JF0614
 JF0614                          STATION DESCRIPTION
 JF0614
 JF0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0614'3.1 MI W FROM ABILENE.
 JF0614'ABOUT 3.1 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0614'HIGHWAY OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 0.5 MILE
 JF0614'SOUTHWEST OF ROAD OVERPASS NUMBER 6.6 OVER THE HIGHWAY, 79 1/2
 JF0614'FEET SOUTHEAST OF THE CENTER LINE OF THE EASTBOUND LANE OF THE
 JF0614'HIGHWAY, 1.8 FEET NORTHWEST OF A FENCE, 40.10 FEET EAST OF THE
 JF0614'STATION MARK, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 JF0614'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.  SECTION
 JF0614'12, T 13 S, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0612 ***********************************************************************
 JF0612  DESIGNATION -  ALICE RM 2
 JF0612  PID         -  JF0612
 JF0612  STATE/COUNTY-  KS/DICKINSON
 JF0612  USGS QUAD   -  SOLOMON (1979)
 JF0612
 JF0612                         *CURRENT SURVEY CONTROL
 JF0612  ___________________________________________________________________
 JF0612* NAD 83(1986)-  38 55 52.     (N)    097 16 09.     (W)     SCALED    
 JF0612* NAVD 88     -       381.347  (meters)    1251.14   (feet)  ADJUSTED  
 JF0612  ___________________________________________________________________
 JF0612  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 JF0612  DYNAMIC HT  -         381.090 (meters)    1250.29  (feet)  COMP
 JF0612  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 JF0612
 JF0612  VERT ORDER  -  SECOND    CLASS 0
 JF0612
 JF0612.The horizontal coordinates were scaled from a topographic map and have
 JF0612.an estimated accuracy of +/- 6 seconds.
 JF0612
 JF0612.The orthometric height was determined by differential leveling
 JF0612.and adjusted by the National Geodetic Survey in June 1991..
 JF0612
 JF0612.The geoid height was determined by GEOID03.
 JF0612
 JF0612.The dynamic height is computed by dividing the NAVD 88
 JF0612.geopotential number by the normal gravity value computed on the
 JF0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0612.degrees latitude (g = 980.6199 gals.).
 JF0612
 JF0612.The modeled gravity was interpolated from observed gravity values.
 JF0612
 JF0612;                    North         East    Units  Estimated Accuracy
 JF0612;SPC KS N     -    66,620.      463,370.      MT  (+/- 180 meters Scaled)
 JF0612
 JF0612                          SUPERSEDED SURVEY CONTROL
 JF0612
 JF0612  NGVD 29 (??/??/92)  381.244  (m)         1250.80   (f) ADJ UNCH    2 0
 JF0612
 JF0612.Superseded values are not recommended for survey control.
 JF0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0612.See file dsdata.txt to determine how the superseded data were derived.
 JF0612
 JF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ500105(NAD 83)
 JF0612_MARKER: DR = REFERENCE MARK DISK
 JF0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0612_STAMPING: ALICE NO 2 1970
 JF0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0612+STABILITY: SURFACE MOTION
 JF0612
 JF0612  HISTORY     - Date     Condition        Report By
 JF0612  HISTORY     - 1970     MONUMENTED       NGS
 JF0612
 JF0612                          STATION DESCRIPTION
 JF0612
 JF0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0612'3.1 MI W FROM ABILENE.
 JF0612'ABOUT 3.1 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0612'HIGHWAY OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 0.5 MILE
 JF0612'SOUTHWEST OF ROAD OVERPASS NUMBER 6.6 OVER THE HIGHWAY, 80 1/2
 JF0612'FEET SOUTHEAST OF THE CENTER LINE OF THE EASTBOUND LANE OF THE
 JF0612'HIGHWAY, 15 1/2 FEET NORTHEAST OF A 6-INCH OAK TREE WITH A
 JF0612'TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 1.5 FEET NORTHWEST OF A
 JF0612'FENCE, 44.0 FEET SOUTHWEST OF THE STATION MARK, ABOUT 1 1/2 FEET
 JF0612'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JF0612'POST PROJECTING 0.1 FOOT.  SECTION 12, T 13 S, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0813 ***********************************************************************
 HG0813  DESIGNATION -  ALLBRITTEN RESET
 HG0813  PID         -  HG0813
 HG0813  STATE/COUNTY-  KS/KINGMAN
 HG0813  USGS QUAD   -  WILLOWDALE (1967)
 HG0813
 HG0813                         *CURRENT SURVEY CONTROL
 HG0813  ___________________________________________________________________
 HG0813* NAD 83(1997)-  37 33 28.56214(N)    098 19 12.22003(W)     ADJUSTED  
 HG0813* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 HG0813  ___________________________________________________________________
 HG0813  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 HG0813  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 HG0813
 HG0813  HORZ ORDER  -  FIRST
 HG0813
 HG0813.The horizontal coordinates were established by classical geodetic methods
 HG0813.and adjusted by the National Geodetic Survey in October 1998..
 HG0813
 HG0813.The orthometric height was scaled from a topographic map.
 HG0813
 HG0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0813
 HG0813.The geoid height was determined by GEOID03.
 HG0813
 HG0813;                    North         East     Units Scale Factor Converg.
 HG0813;SPC KS S     -   498,932.301   415,898.157   MT  0.99995551   +0 06 38.1
 HG0813;UTM  14      - 4,156,985.930   560,053.750   MT  0.99964442   +0 24 52.1
 HG0813
 HG0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0813!SPC KS S     -   0.99992185  x   0.99995551  =   0.99987736
 HG0813!UTM  14      -   0.99992185  x   0.99964442  =   0.99956630
 HG0813
 HG0813:                Primary Azimuth Mark                     Grid Az
 HG0813:SPC KS S     -  ALLBRITTEN RM 6 AZIMUTH                  016 33 53.7
 HG0813:UTM  14      -  ALLBRITTEN RM 6 AZIMUTH                  016 15 39.7
 HG0813
 HG0813|---------------------------------------------------------------------|
 HG0813| PID    Reference Object                     Distance      Geod. Az  |
 HG0813|                                                           dddmmss.s |
 HG0813| CK8789 ALLBRITTEN RM 6 AZIMUTH                            0164031.8 |
 HG0813| CK8784 ALLBRITTEN RM 3 AZIMUTH                            0191149.4 |
 HG0813| CK8786 ALLBRITTEN RM 2                      20.370 METERS 08611     |
 HG0813| CK8787 ALLBRITTEN RM 4                      37.920 METERS 26742     |
 HG0813| CK8788 ALLBRITTEN RM 5                      20.885 METERS 32833     |
 HG0813| CK8785 ALLBRITTEN RM 1                      17.236 METERS 35903     |
 HG0813|---------------------------------------------------------------------|
 HG0813
 HG0813                          SUPERSEDED SURVEY CONTROL
 HG0813
 HG0813  NAD 83(1997)-  37 33 28.56836(N)    098 19 12.22288(W) AD(       ) 1
 HG0813  NAD 83(1986)-  37 33 28.56898(N)    098 19 12.21991(W) AD(       ) 1
 HG0813  NAD 27      -  37 33 28.50600(N)    098 19 10.95800(W) AD(       ) 1
 HG0813
 HG0813.Superseded values are not recommended for survey control.
 HG0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0813.See file dsdata.txt to determine how the superseded data were derived.
 HG0813
 HG0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG6005456986(NAD 83)
 HG0813_MARKER: DS = TRIANGULATION STATION DISK
 HG0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0813
 HG0813  HISTORY     - Date     Condition        Report By
 HG0813  HISTORY     - 1972     MONUMENTED       NGS
 HG0813
 HG0813                          STATION DESCRIPTION
 HG0813
 HG0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HG0813'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND REFERENCE
 HG0813'MARK 3 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 HG0813'SURFACE STATION MARK AND REFERENCE MARK 2 WERE FOUND LYING ON
 HG0813'THERE SIDES AND BURIED IN THE GROUND NEAR THERE ORIGINAL
 HG0813'POSITIONS.  IT IS BELIEVED THAT REFERENCE MARK 1 HAD BEEN
 HG0813'MOVED WHEN THE ROAD WAS WIDENED AS A DIFFERENCE IN THE DISTANCE
 HG0813'NOTED WAS 15.25 FEET AND THE DIRECTION MISSED THE 1938
 HG0813'DIRECTION 25 MINUTES AND 43 SECONDS, THE ARROW WAS POINTING
 HG0813'TOWARD THE STATION MARK AND THE ORIGINAL POSITION OF THE
 HG0813'MARK WOULD NOW FALL IN THE NORTH EDGE OF THE ROAD AND IN
 HG0813'A PLOWED FURROW.  A NEW STATION MARK WAS SET DIRECTLY OVER
 HG0813'THE UNDERGROUND MARK.  BEING REFERENCE MARK 1 AND 3 WERE
 HG0813'IN FIELDS UNDER CULTIVATION THE FARMERS REQUESTED THEM
 HG0813'MOVED.  REFERENCE MARKS 4, 5 AND 6 WERE ESTABLISHED.
 HG0813'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 HG0813'
 HG0813'THE STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF KINGMAN,
 HG0813'9 MILES SOUTHEAST OF CUNNINGHAM AND 7 MILES SOUTH-SOUTHEAST
 HG0813'OF THE SMALL VILLAGE OF CALISTA, IN A FIELD UNDER CULTIVATION
 HG0813'BELONGING TO THE ALLBRITTEN ESTATE.
 HG0813'
 HG0813'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE WEST
 HG0813'SIDE OF THE VILLAGE OF CALISTA, ABOUT 9.0 MILES WEST OF
 HG0813'KINGMAN, GO SOUTH ON A GRAVELED AND PAVED ROAD FOR 6.0 MILES
 HG0813'TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A DIRT ROAD FOR
 HG0813'2.0 MILES TO A CROSSROAD.  CONTINUE WEST ON A GRAVELED ROAD
 HG0813'0.05 MILE TO THE STATION ON THE LEFT.
 HG0813'
 HG0813'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ALLBRITTEN
 HG0813'1938 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 HG0813'MONUMENT THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS
 HG0813'126 FEET EAST OF A TELEPHONE POLE, 69 FEET SOUTH-SOUTHEAST
 HG0813'OF A POWER POLE AND 26 FEET SOUTH OF THE CENTER OF THE
 HG0813'GRAVELED ROAD.  THE UNDERGROUND DISK IS STAMPED ALLBRITTEN
 HG0813'1938, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 HG0813'THAT IS 32 INCHES BELOW THE GROUND SURFACE.
 HG0813'
 HG0813'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ALLBRITTEN 1938
 HG0813'NO 4 1972, SWEATED TO THE TOP OF A 5/8-INCH COPPER COATED ROD
 HG0813'WITH A 10 INCH DIAMETER STEEL PLATE BOLTED AT THE BOTTOM AND
 HG0813'ENCASED IN A 4 INCH PLASTIC PIPE AND IS FLUSH WITH
 HG0813'GROUND SURFACE.  IT IS 30 FEET SOUTH OF THE CENTER OF THE
 HG0813'GRAVELED ROAD, 1.5 FEET EAST OF THE TELEPHONE POLE AND 1 FOOT
 HG0813'WEST OF A METAL WITNESS POST.
 HG0813'
 HG0813'REFERENCE MARK 5 IS A STANDARD DISK STAMPED ALLBRITTEN 1938
 HG0813'NO 5 1972, SWEATED TO THE TOP OF A 5/8-INCH COPPER COATED ROD WITH
 HG0813'A 10 INCH DIAMETER STEEL PLATE BOLTED AT THE BOTTOM AND ENCASED
 HG0813'IN A 4 INCH PLASTIC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 HG0813'IT IS 33 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 2.2 FEET
 HG0813'EAST OF THE POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 HG0813'
 HG0813'REFERENCE MARK 6 IS A STANDARD DISK STAMPED ALLBRITTEN 1938
 HG0813'NO 6 1972, SWEATED TO THE TOP OF A 5/8-INCH COPPER COATED ROD
 HG0813'WITH A 10 INCH DIAMETER STEEL PLATE BOLTED AT THE BOTTOM
 HG0813'AND ENCASED IN A 4 INCH PLASTIC PIPE AND IS FLUSH WITH THE
 HG0813'GROUND SURFACE.  IT IS 44 FEET EAST OF A POWER POLE, 23 FEET
 HG0813'EAST OF THE CENTER OF A GRAVELED ROAD, 2 FEET SOUTH OF A
 HG0813'TELEPHONE POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 HG0813'
 HG0813'TO REACH REFERENCE MARK 6 FROM THE STATION, GO EAST ON THE
 HG0813'GRAVELED ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND
 HG0813'GO NORTH ON A GRAVELED ROAD FOR 0.3 MILE TO REFERENCE MARK 6
 HG0813'ON THE RIGHT.
 HG0813'
 HG0813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 9 MILES
 HG0813'SOUTHEAST OF CUNNINGHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0789 ***********************************************************************
 HF0789  DESIGNATION -  ALLEN
 HF0789  PID         -  HF0789
 HF0789  STATE/COUNTY-  KS/KINGMAN
 HF0789  USGS QUAD   -  ADAMS (1971)
 HF0789
 HF0789                         *CURRENT SURVEY CONTROL
 HF0789  ___________________________________________________________________
 HF0789* NAD 83(1997)-  37 28 24.93971(N)    097 54 56.00278(W)     ADJUSTED  
 HF0789* NAVD 88     -       456.805  (meters)    1498.70   (feet)  ADJUSTED  
 HF0789  ___________________________________________________________________
 HF0789  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 HF0789  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HF0789  DYNAMIC HT  -         456.432 (meters)    1497.48  (feet)  COMP
 HF0789  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 HF0789
 HF0789  HORZ ORDER  -  SECOND
 HF0789  VERT ORDER  -  SECOND    CLASS 0
 HF0789
 HF0789.The horizontal coordinates were established by classical geodetic methods
 HF0789.and adjusted by the National Geodetic Survey in October 1998..
 HF0789
 HF0789.The orthometric height was determined by differential leveling
 HF0789.and adjusted by the National Geodetic Survey in June 1991..
 HF0789
 HF0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0789
 HF0789.The geoid height was determined by GEOID03.
 HF0789
 HF0789.The dynamic height is computed by dividing the NAVD 88
 HF0789.geopotential number by the normal gravity value computed on the
 HF0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0789.degrees latitude (g = 980.6199 gals.).
 HF0789
 HF0789.The modeled gravity was interpolated from observed gravity values.
 HF0789
 HF0789;                    North         East     Units Scale Factor Converg.
 HF0789;SPC KS S     -   489,718.734   451,695.776   MT  0.99996576   +0 21 33.0
 HF0789;UTM  14      - 4,147,963.966   595,889.302   MT  0.99971326   +0 39 35.4
 HF0789
 HF0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0789!SPC KS S     -   0.99993278  x   0.99996576  =   0.99989855
 HF0789!UTM  14      -   0.99993278  x   0.99971326  =   0.99964606
 HF0789
 HF0789:                Primary Azimuth Mark                     Grid Az
 HF0789:SPC KS S     -  NORWICH MUNICIPAL TANK                   107 56 24.5
 HF0789:UTM  14      -  NORWICH MUNICIPAL TANK                   107 38 22.1
 HF0789
 HF0789|---------------------------------------------------------------------|
 HF0789| PID    Reference Object                     Distance      Geod. Az  |
 HF0789|                                                           dddmmss.s |
 HF0789| HF1414 NORWICH MUNICIPAL TANK              APPROX. 6.5 KM 1081757.5 |
 HF0789| HF0790 ALLEN RM 1                           48.351 METERS 12502     |
 HF0789| HF0785 WHITE                               APPROX. 1.2 KM 1861023.9 |
 HF0789| CL4171 ALLEN AZ MK                                        1901022.6 |
 HF0789| HF0788 ALLEN RM 2                           32.150 METERS 21058     |
 HF0789|---------------------------------------------------------------------|
 HF0789
 HF0789                          SUPERSEDED SURVEY CONTROL
 HF0789
 HF0789  NAD 83(1997)-  37 28 24.94522(N)    097 54 56.00407(W) AD(       ) 2
 HF0789  NAD 83(1986)-  37 28 24.94784(N)    097 54 55.99976(W) AD(       ) 2
 HF0789  NAD 27      -  37 28 24.88818(N)    097 54 54.80089(W) AD(       ) 2
 HF0789  NGVD 29 (??/??/92)  456.665  (m)         1498.24   (f) ADJ UNCH    2 0
 HF0789
 HF0789.Superseded values are not recommended for survey control.
 HF0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0789.See file dsdata.txt to determine how the superseded data were derived.
 HF0789
 HF0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9588947964(NAD 83)
 HF0789_MARKER: DS = TRIANGULATION STATION DISK
 HF0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0789_STAMPING: ALLEN 1962
 HF0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0789+STABILITY: SURFACE MOTION
 HF0789
 HF0789  HISTORY     - Date     Condition        Report By
 HF0789  HISTORY     - 1962     MONUMENTED       CGS
 HF0789  HISTORY     - 1962     GOOD             CGS
 HF0789
 HF0789                          STATION DESCRIPTION
 HF0789
 HF0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0789'THE STATION IS IN OPEN PASTURE LAND APPROXIMATELY 3-3/4 MILES
 HF0789'WEST AND 1 MILE NORTH OF NORWICH AND ON PROPERTY OWNED BY
 HF0789'MR. ALLEN DAVIS.
 HF0789'
 HF0789'TO REACH THE STATION FROM THE POST OFFICE IN NORWICH, GO NORTH
 HF0789'ON A GRAVELED STREET FOR 0.1 MILE TO THE INTERSECTION OF STATE
 HF0789'HIGHWAY 42.  TURN LEFT, WEST, ON HIGHWAY 42 FOR 3.0 MILES TO
 HF0789'A RAILROAD CROSSING.  CONTINUE WESTERLY ON HIGHWAY 42 FOR 0.7
 HF0789'MILE TO A CROSSROAD.  TURN RIGHT, NORTH, ON A DIRT ROAD FOR 0.55
 HF0789'MILE TO THE AZIMUTH MARK ON THE RIGHT NEAR A POWER POLE.
 HF0789'CONTINUE NORTH ON THE DIRT ROAD FOR 0.4 MILE TO A SIDE ROAD ON
 HF0789'THE RIGHT AND A TRACK ROAD ON THE LEFT.  TURN RIGHT, EAST, ON A
 HF0789'DIRT ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT, 121 FEET
 HF0789'NORTH OF THE CENTER OF THE ROAD.
 HF0789'
 HF0789'STATION MARKS ARE STANDARD DISKS STAMPED ALLEN 1962.  THE SURFACE
 HF0789'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HF0789'OF THE GROUND.  IT IS 108 FEET NORTHEAST OF A METAL WITNESS POST
 HF0789'AND 94 FEET NORTH OF A POWER POLE.  THE UNDERGROUND DISK IS SET
 HF0789'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 HF0789'OF THE GROUND.
 HF0789'
 HF0789'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALLEN NO 1 1962,
 HF0789'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 HF0789'IS 153 FEET EAST OF THE POWER POLE, 51.5 FEET NORTH OF A
 HF0789'TELEPHONE POLE, 29 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 HF0789'1 FOOT NORTH OF A FENCE AND ABOUT 8 FEET LOWER IN ELEVATION
 HF0789'THAN THE STATION.
 HF0789'
 HF0789'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALLEN NO 2 1962,
 HF0789'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 HF0789'IS 31 FEET WEST OF THE POWER POLE, 28.5 FEET NORTH OF THE CENTER
 HF0789'OF THE DIRT ROAD, 3.5 FEET EAST OF THE METAL WITNESS POST AND
 HF0789'1 FOOT NORTH OF THE FENCE.
 HF0789'
 HF0789'AZIMUTH MARK, A STANDARD DISK STAMPED WHITE 1962, IS SET IN A
 HF0789'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 63 FEET EAST
 HF0789'OF THE CENTER OF THE DIRT ROAD, 39 FEET EAST OF A METAL WITNESS
 HF0789'POST WHICH IS SET IN A FENCELINE AND 1 FOOT WEST OF A POWER
 HF0789'POLE.
 HF0789'
 HF0789'NOTE- REFERENCE MARKS WERE MEASURED WITH 7 KG. TAPE TENSION.
 HF0789'
 HF0789'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HF0789
 HF0789                          STATION RECOVERY (1962)
 HF0789
 HF0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0789'4.8 MI W FROM NORWICH.
 HF0789'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 HF0789'NORWICH, THENCE 3.7 MILES WEST ALONG STATE HIGHWAY 42, THENCE
 HF0789'0.95 MILE NORTH ALONG A SAND ROAD, THENCE 0.1 MILE EAST ALONG A
 HF0789'TRACK ROAD, 158.6 FEET NORTHWEST OF R.M. 1, 108 FEET NORTHEAST
 HF0789'OF A METAL WITNESS POST, 105.5 FEET NORTHEAST OF R.M. 2, 94 FEET
 HF0789'NORTH OF A POWER POLE, SET IN TOP OF A SQUARE CONCRETE POST
 HF0789'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1343 ***********************************************************************
 JF1343  DESIGNATION -  ALLEN
 JF1343  PID         -  JF1343
 JF1343  STATE/COUNTY-  KS/LYON
 JF1343  USGS QUAD   -  ALLEN (1983)
 JF1343
 JF1343                         *CURRENT SURVEY CONTROL
 JF1343  ___________________________________________________________________
 JF1343* NAD 83(1997)-  38 41 43.28854(N)    096 10 11.13082(W)     ADJUSTED  
 JF1343* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 JF1343  ___________________________________________________________________
 JF1343  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 JF1343  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 JF1343
 JF1343  HORZ ORDER  -  SECOND
 JF1343
 JF1343.The horizontal coordinates were established by classical geodetic methods
 JF1343.and adjusted by the National Geodetic Survey in October 1998..
 JF1343
 JF1343.The orthometric height was scaled from a topographic map.
 JF1343
 JF1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1343
 JF1343.The geoid height was determined by GEOID03.
 JF1343
 JF1343;                    North         East     Units Scale Factor Converg.
 JF1343;SPC KS S     -   627,697.851   602,707.749   MT  1.00002799   +1 25 55.2
 JF1343;SPC KS N     -    41,797.631   559,214.577   MT  1.00000351   +1 09 28.9
 JF1343;UTM  14      - 4,286,773.465   746,145.085   MT  1.00034616   +1 46 13.1
 JF1343
 JF1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1343!SPC KS S     -   0.99993902  x   1.00002799  =   0.99996700
 JF1343!SPC KS N     -   0.99993902  x   1.00000351  =   0.99994253
 JF1343!UTM  14      -   0.99993902  x   1.00034616  =   1.00028516
 JF1343
 JF1343:                Primary Azimuth Mark                     Grid Az
 JF1343:SPC KS S     -  ESKRIDGE MUNICIPAL TANK                  013 23 22.7
 JF1343:SPC KS N     -  ESKRIDGE MUNICIPAL TANK                  013 39 49.0
 JF1343:UTM  14      -  ESKRIDGE MUNICIPAL TANK                  013 03 04.8
 JF1343
 JF1343|---------------------------------------------------------------------|
 JF1343| PID    Reference Object                     Distance      Geod. Az  |
 JF1343|                                                           dddmmss.s |
 JF1343| JF1327 ESKRIDGE MUNICIPAL TANK             APPROX.19.0 KM 0144917.9 |
 JF1343| CL4169 ALLEN RM 1                           14.987 METERS 05938     |
 JF1343| CL4168 ALLEN AZ MK                                        0911653.9 |
 JF1343| JF1335 KANSAS TURNPIKE MICROWAVE MAST      APPROX.13.0 KM 1115556.4 |
 JF1343| CL4170 ALLEN RM 2                           16.494 METERS 18136     |
 JF1343|---------------------------------------------------------------------|
 JF1343
 JF1343                          SUPERSEDED SURVEY CONTROL
 JF1343
 JF1343  NAD 83(1986)-  38 41 43.29556(N)    096 10 11.12941(W) AD(       ) 2
 JF1343  NAD 27      -  38 41 43.26823(N)    096 10 10.15157(W) AD(       ) 2
 JF1343
 JF1343.Superseded values are not recommended for survey control.
 JF1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1343.See file dsdata.txt to determine how the superseded data were derived.
 JF1343
 JF1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4614586773(NAD 83)
 JF1343_MARKER: DS = TRIANGULATION STATION DISK
 JF1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1343
 JF1343  HISTORY     - Date     Condition        Report By
 JF1343  HISTORY     - 1956     MONUMENTED       CGS
 JF1343  HISTORY     - 1968     GOOD             CGS
 JF1343
 JF1343                          STATION DESCRIPTION
 JF1343
 JF1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1343'THE STATION IS ABOUT 2-1/2 MILES NORTH OF ALLEN, 12 MILES SOUTH
 JF1343'OF ESKRIDGE KANSAS, 96 FEET NORTHWEST OF THE CENTERLINE OF A
 JF1343'GRAVEL ROAD, ON THE ROAD RIGHT-OF-WAY.  IT IS NORTHWEST OF A
 JF1343'SHARP CURVE IN THE ROAD, APPROXIMATELY ON THE INTERSECTION OF
 JF1343'THE PROLONGATION OF THE WEST SIDE OF THE NORTH-SOUTH PART OF THE
 JF1343'ROAD AND THE NORTH SIDE OF THE EAST-WEST PART OF THE ROAD, 25
 JF1343'FEET SOUTH OF A FENCE CORNER AND TELEPHONE POLE, 5 FEET NORTH
 JF1343'OF A FENCE CORNER AND 6 FEET SOUTH OF A WHITE WITNESS POST.
 JF1343'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ALLEN 1956.
 JF1343'
 JF1343'TO REACH THE STATION FROM THE RAILROAD STATION IN ALLEN, GO
 JF1343'NORTH ON THE MAIN STREET FOR 0.35 MILE TO U.S. HIGHWAY 56.
 JF1343'CROSS THE HIGHWAY AND CONTINUE NORTH ON A GRAVEL ROAD FOR 2.5
 JF1343'MILES TO THE STATION ON THE LEFT.
 JF1343'
 JF1343'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 JF1343'GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 JF1343'
 JF1343'REFERENCE MARK 1 IS 68 FEET NORTH OF THE CENTERLINE OF THE
 JF1343'GRAVEL ROAD, 1 FOOT SOUTH OF A WIRE FENCE AND 42 FEET EAST OF A
 JF1343'FENCE CORNER AND TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES
 JF1343'AND THE DISK IS STAMPED ALLEN NO 1 1956.
 JF1343'
 JF1343'REFERENCE MARK 2 IS 53 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 JF1343'ROAD, 3 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A
 JF1343'WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JF1343'ALLEN NO 2 1956.
 JF1343'
 JF1343'THE AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTERLINE OF THE
 JF1343'GRAVEL ROAD, 1 FOOT NORTH OF A WIRE FENCE, 6 FEET NORTHEAST OF
 JF1343'A POWER LINE POLE AND 3 FEET WEST OF A WHITE WITNESS POST.
 JF1343'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ALLEN 1956.
 JF1343'
 JF1343'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1343
 JF1343                          STATION RECOVERY (1968)
 JF1343
 JF1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1343'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JF1343'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 JF1343'CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD
 JF1343'CONDITION BUT THE MARK IS 0.3 MILE EAST OF THE STATION INSTEAD
 JF1343'OF 0.3 MILES NORTH AS SHOW IN THE 1956 DESCRIPTION.  THE TO REACH
 JF1343'THE STATION WAS FOUND ADEQUATE.
 JF1343'
 JF1343'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 JF1343'
 JF1343'THE AZIMUTH MARK IS 13 FEET NORTH OF A NEW FENCE AND 1 FOOT
 JF1343'SOUTH OF A METAL WITNESS POST.
 JF1343'
 JF1343'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 JF1343'MILES NORTH OF ALLEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0945 ***********************************************************************
 KF0945  DESIGNATION -  ALLEN RESET
 KF0945  PID         -  KF0945
 KF0945  STATE/COUNTY-  KS/JEWELL
 KF0945  USGS QUAD   -  SCOTTSVILLE (1966)
 KF0945
 KF0945                         *CURRENT SURVEY CONTROL
 KF0945  ___________________________________________________________________
 KF0945* NAD 83(1997)-  39 34 36.72850(N)    097 57 02.38399(W)     ADJUSTED  
 KF0945* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 KF0945  ___________________________________________________________________
 KF0945  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 KF0945  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 KF0945
 KF0945  HORZ ORDER  -  THIRD
 KF0945
 KF0945.The horizontal coordinates were established by classical geodetic methods
 KF0945.and adjusted by the National Geodetic Survey in October 1998..
 KF0945
 KF0945.The orthometric height was scaled from a topographic map.
 KF0945
 KF0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0945
 KF0945.The geoid height was determined by GEOID03.
 KF0945
 KF0945;                    North         East     Units Scale Factor Converg.
 KF0945;SPC KS N     -   138,050.372   404,238.918   MT  0.99997302   +0 01 52.4
 KF0945;UTM  14      - 4,381,321.360   590,122.525   MT  0.99970000   +0 40 06.9
 KF0945
 KF0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0945!SPC KS N     -   0.99992981  x   0.99997302  =   0.99990283
 KF0945!UTM  14      -   0.99992981  x   0.99970000  =   0.99962983
 KF0945
 KF0945:                Primary Azimuth Mark                     Grid Az
 KF0945:SPC KS N     -  ALLEN AZ MK                              000 55 13.0
 KF0945:UTM  14      -  ALLEN AZ MK                              000 16 58.5
 KF0945
 KF0945|---------------------------------------------------------------------|
 KF0945| PID    Reference Object                     Distance      Geod. Az  |
 KF0945|                                                           dddmmss.s |
 KF0945| CN8551 ALLEN AZ MK                                        0005705.4 |
 KF0945| CN8554 ALLEN RM 3                            6.634 METERS 03119     |
 KF0945| KF0943 JAMESTOWN MUNICIPAL TANK            APPROX. 7.8 KM 0743032.8 |
 KF0945| CN8552 ALLEN RM 1                           19.777 METERS 08701     |
 KF0945| CN8555 ALLEN RM 4                           20.831 METERS 10234     |
 KF0945| CN8553 ALLEN RM 2                           11.973 METERS 35948     |
 KF0945|---------------------------------------------------------------------|
 KF0945
 KF0945                          SUPERSEDED SURVEY CONTROL
 KF0945
 KF0945  NAD 83(1997)-  39 34 36.72990(N)    097 57 02.38416(W) AD(       ) 3
 KF0945  NAD 83(1986)-  39 34 36.73394(N)    097 57 02.38350(W) AD(       ) 3
 KF0945  NAD 27      -  39 34 36.68500(N)    097 57 01.22300(W) AD(       ) 3
 KF0945
 KF0945.Superseded values are not recommended for survey control.
 KF0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0945.See file dsdata.txt to determine how the superseded data were derived.
 KF0945
 KF0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ9012381321(NAD 83)
 KF0945_MARKER: DS = TRIANGULATION STATION DISK
 KF0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0945
 KF0945  HISTORY     - Date     Condition        Report By
 KF0945  HISTORY     - 1966     MONUMENTED       CGS
 KF0945
 KF0945                          STATION DESCRIPTION
 KF0945
 KF0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF0945'THE SURFACE STATION MARK AND R.M. NO 1 AND R.M. NO. 2 WERE
 KF0945'DESTROYED BY ROAD CONSTRUCTION.  THE UNDERGROUND MARK AND
 KF0945'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KF0945'THE UNDERGROUND MARK WAS LOWERED VERTICALLY AND A NEW SURFACE
 KF0945'MARK WAS SET OVER THE POSITION OF THE UNDERGROUND MARK.  TWO
 KF0945'NEW REFERENCE MARKS WERE ESTABLISHED.
 KF0945'
 KF0945'TO REACH THE STATION FROM JAMESTOWN, FROM THE CROSS-STREET
 KF0945'JUST EAST OF THE WATER TANK, GO WEST ON A GRAVELED ROAD FOR
 KF0945'4.85 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH ON A GRAVELED
 KF0945'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH
 KF0945'ON THE GRAVELED ROAD FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 KF0945'
 KF0945'THE STATION IS 31 FEET WEST OF THE CENTERLINE OF THE ROAD,
 KF0945'24 FEET NORTH OF A FIELD ENTRANCE, 3.8 FEET NORTH-NORTHEAST
 KF0945'OF A POWERLINE POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 KF0945'THE MARK IS FLUSH ON THE EAST SIDE AND ABOUT 18 INCHES BELOW
 KF0945'SURFACE AT WEST EDGE OF BANK AND THE DISK IS STAMPED ALLEN
 KF0945'1950 1966.
 KF0945'
 KF0945'R.M. NO. 3 IS 20.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 KF0945'ABOUT 4 FEET LOWER THAN THE ROAD AND IS 1 FOOT NORTH OF A
 KF0945'METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 KF0945'IS STAMPED ALLEN NO 3 1950 1966.
 KF0945'
 KF0945'R.M. NO. 4 IS 37 FEET EAST OF THE CENTERLINE OF THE ROAD,
 KF0945'3 FEET SOUTH-SOUTHWEST OF NORTH BRACE POST AND 1 FOOT WEST OF
 KF0945'A FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 KF0945'ALLEN NO 4 1950 1966.
 KF0945'
 KF0945'THE AZIMUTH MARK IS 116 FEET SOUTH OF A FENCE CORNER POST,
 KF0945'40 FEET SOUTH OF A POWERLINE POLE, 29 FEET EAST OF THE CENTERLINE
 KF0945'OF THE ROAD AND 1 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS
 KF0945'POST SET IN NORTH-SOUTH FENCE.  THE DISK IS STAMPED ALLEN 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0790 ***********************************************************************
 HF0790  DESIGNATION -  ALLEN RM 1
 HF0790  PID         -  HF0790
 HF0790  STATE/COUNTY-  KS/KINGMAN
 HF0790  USGS QUAD   -  ADAMS (1971)
 HF0790
 HF0790                         *CURRENT SURVEY CONTROL
 HF0790  ___________________________________________________________________
 HF0790* NAD 83(1986)-  37 28 24.     (N)    097 54 55.     (W)     SCALED    
 HF0790* NAVD 88     -       454.700  (meters)    1491.79   (feet)  ADJUSTED  
 HF0790  ___________________________________________________________________
 HF0790  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HF0790  DYNAMIC HT  -         454.329 (meters)    1490.58  (feet)  COMP
 HF0790  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 HF0790
 HF0790  VERT ORDER  -  SECOND    CLASS 0
 HF0790
 HF0790.The horizontal coordinates were scaled from a topographic map and have
 HF0790.an estimated accuracy of +/- 6 seconds.
 HF0790
 HF0790.The orthometric height was determined by differential leveling
 HF0790.and adjusted by the National Geodetic Survey in June 1991..
 HF0790
 HF0790.The geoid height was determined by GEOID03.
 HF0790
 HF0790.The dynamic height is computed by dividing the NAVD 88
 HF0790.geopotential number by the normal gravity value computed on the
 HF0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0790.degrees latitude (g = 980.6199 gals.).
 HF0790
 HF0790.The modeled gravity was interpolated from observed gravity values.
 HF0790
 HF0790;                    North         East    Units  Estimated Accuracy
 HF0790;SPC KS S     -   489,690.      451,720.      MT  (+/- 180 meters Scaled)
 HF0790
 HF0790                          SUPERSEDED SURVEY CONTROL
 HF0790
 HF0790  NGVD 29 (??/??/92)  454.561  (m)         1491.34   (f) ADJ UNCH    2 0
 HF0790
 HF0790.Superseded values are not recommended for survey control.
 HF0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0790.See file dsdata.txt to determine how the superseded data were derived.
 HF0790
 HF0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG959479(NAD 83)
 HF0790_MARKER: DR = REFERENCE MARK DISK
 HF0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0790_STAMPING: ALLEN NO 1 1962
 HF0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0790+STABILITY: SURFACE MOTION
 HF0790
 HF0790  HISTORY     - Date     Condition        Report By
 HF0790  HISTORY     - 1962     MONUMENTED       CGS
 HF0790
 HF0790                          STATION DESCRIPTION
 HF0790
 HF0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0790'4.8 MI W FROM NORWICH.
 HF0790'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 HF0790'NORWICH, THENCE 3.7 MILES WEST ALONG STATE HIGHWAY 42, THENCE
 HF0790'0.95 MILE NORTH ALONG A SAND ROAD, THENCE 0.1 MILE EAST ALONG A
 HF0790'TRACK ROAD, 158.6 FEET SOUTHEAST OF ALLEN 1962, 51.5 FEET NORTH
 HF0790'OF A TELEPHONE POLE, 29 FEET NORTH OF THE CENTER OF TRACK ROAD,
 HF0790'1 FOOT NORTH OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST
 HF0790'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0788 ***********************************************************************
 HF0788  DESIGNATION -  ALLEN RM 2
 HF0788  PID         -  HF0788
 HF0788  STATE/COUNTY-  KS/KINGMAN
 HF0788  USGS QUAD   -  ADAMS (1971)
 HF0788
 HF0788                         *CURRENT SURVEY CONTROL
 HF0788  ___________________________________________________________________
 HF0788* NAD 83(1986)-  37 28 24.     (N)    097 54 55.     (W)     SCALED    
 HF0788* NAVD 88     -       456.040  (meters)    1496.19   (feet)  ADJUSTED  
 HF0788  ___________________________________________________________________
 HF0788  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HF0788  DYNAMIC HT  -         455.667 (meters)    1494.97  (feet)  COMP
 HF0788  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 HF0788
 HF0788  VERT ORDER  -  SECOND    CLASS 0
 HF0788
 HF0788.The horizontal coordinates were scaled from a topographic map and have
 HF0788.an estimated accuracy of +/- 6 seconds.
 HF0788
 HF0788.The orthometric height was determined by differential leveling
 HF0788.and adjusted by the National Geodetic Survey in June 1991..
 HF0788
 HF0788.The geoid height was determined by GEOID03.
 HF0788
 HF0788.The dynamic height is computed by dividing the NAVD 88
 HF0788.geopotential number by the normal gravity value computed on the
 HF0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0788.degrees latitude (g = 980.6199 gals.).
 HF0788
 HF0788.The modeled gravity was interpolated from observed gravity values.
 HF0788
 HF0788;                    North         East    Units  Estimated Accuracy
 HF0788;SPC KS S     -   489,690.      451,720.      MT  (+/- 180 meters Scaled)
 HF0788
 HF0788                          SUPERSEDED SURVEY CONTROL
 HF0788
 HF0788  NGVD 29 (??/??/92)  455.900  (m)         1495.73   (f) ADJ UNCH    2 0
 HF0788
 HF0788.Superseded values are not recommended for survey control.
 HF0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0788.See file dsdata.txt to determine how the superseded data were derived.
 HF0788
 HF0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG959479(NAD 83)
 HF0788_MARKER: DR = REFERENCE MARK DISK
 HF0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0788_STAMPING: ALLEN NO 2 1962
 HF0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0788+STABILITY: SURFACE MOTION
 HF0788
 HF0788  HISTORY     - Date     Condition        Report By
 HF0788  HISTORY     - 1962     MONUMENTED       CGS
 HF0788
 HF0788                          STATION DESCRIPTION
 HF0788
 HF0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0788'4.8 MI W FROM NORWICH.
 HF0788'0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 HF0788'NORWICH, THENCE 3.7 MILES WEST ALONG STATE HIGHWAY 42, THENCE
 HF0788'0.95 MILE NORTH ALONG A SAND ROAD, THENCE 0.1 MILE EAST ALONG A
 HF0788'TRACK ROAD, 105.5 FEET SOUTHWEST OF ALLEN 1962, 31 FEET WEST OF
 HF0788'A POWER POLE, 28.5 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 HF0788'3.5 FEET EAST OF A METAL WITNESS POST, SET IN TOP OF A SQUARE
 HF0788'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LG0751 ***********************************************************************
 LG0751  DESIGNATION -  ALLISON
 LG0751  PID         -  LG0751
 LG0751  STATE/COUNTY-  KS/NEMAHA
 LG0751  USGS QUAD   -  DU BOIS (1965)
 LG0751
 LG0751                         *CURRENT SURVEY CONTROL
 LG0751  ___________________________________________________________________
 LG0751* NAD 83(1997)-  40 00 02.40958(N)    096 06 53.33960(W)     ADJUSTED  
 LG0751* NAVD 88     -       379.     (meters)    1243.     (feet)  SCALED    
 LG0751  ___________________________________________________________________
 LG0751  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 LG0751  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LG0751
 LG0751  HORZ ORDER  -  FIRST
 LG0751
 LG0751.The horizontal coordinates were established by classical geodetic methods
 LG0751.and adjusted by the National Geodetic Survey in October 1998..
 LG0751
 LG0751.The orthometric height was scaled from a topographic map.
 LG0751
 LG0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0751
 LG0751.The geoid height was determined by GEOID03.
 LG0751
 LG0751;                    North         East     Units Scale Factor Converg.
 LG0751;SPC KS N     -   186,779.825   560,976.725   MT  1.00004249   +1 11 34.0
 LG0751;SPC NE       -    26,033.605   831,655.813   MT  0.99999970   +2 34 28.9
 LG0751;UTM  14      - 4,431,819.457   746,294.267   MT  1.00034684   +1 51 19.9
 LG0751
 LG0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0751!SPC KS N     -   0.99994511  x   1.00004249  =   0.99998760
 LG0751!SPC NE       -   0.99994511  x   0.99999970  =   0.99994481
 LG0751!UTM  14      -   0.99994511  x   1.00034684  =   1.00029193
 LG0751
 LG0751|---------------------------------------------------------------------|
 LG0751| PID    Reference Object                     Distance      Geod. Az  |
 LG0751|                                                           dddmmss.s |
 LG0751| CL6738 ALLISON RM 1                         20.628 METERS 03047     |
 LG0751| LG1013 DU BOIS MUNICIPAL TANK              APPROX. 6.8 KM 0555004.6 |
 LG0751| CL6737 ALLISON AZ MK                                      1444316.9 |
 LG0751| CL6739 ALLISON RM 2                         24.798 METERS 31352     |
 LG0751| LG1015 PAWNEE CITY MUN STANDPIPE           APPROX.13.2 KM 3452851.8 |
 LG0751|---------------------------------------------------------------------|
 LG0751
 LG0751                          SUPERSEDED SURVEY CONTROL
 LG0751
 LG0751  NAD 83(1997)-  40 00 02.40972(N)    096 06 53.33965(W) AD(       ) 1
 LG0751  NAD 83(1986)-  40 00 02.41731(N)    096 06 53.33627(W) AD(       ) 1
 LG0751  NAD 27      -  40 00 02.41800(N)    096 06 52.32100(W) AD(       ) 1
 LG0751
 LG0751.Superseded values are not recommended for survey control.
 LG0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0751.See file dsdata.txt to determine how the superseded data were derived.
 LG0751
 LG0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK4629431819(NAD 83)
 LG0751_MARKER: DS = TRIANGULATION STATION DISK
 LG0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0751
 LG0751  HISTORY     - Date     Condition        Report By
 LG0751  HISTORY     - 1947     MONUMENTED       CGS
 LG0751  HISTORY     - 1950     GOOD             CGS
 LG0751
 LG0751                          STATION DESCRIPTION
 LG0751
 LG0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0751'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH-SOUTHEAST OF
 LG0751'PAWNEE CITY AND 4.0 MILES SOUTHWEST OF DUBOIS ON LAND OWNED BY
 LG0751'R.T. ALLISON.  IT IS 32 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 LG0751'KANSAS-NEBRASKA STATE LINE ROAD, 10 FEET EAST OF WHITE WITNESS
 LG0751'POST AND 2 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 LG0751'ALLISON 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0751'
 LG0751'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 30 FEET NORTH
 LG0751'OF THE CENTER OF THE KANSAS-NEBRASKA STATE LINE ROAD AND 2 FEET
 LG0751'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED ALLISON NO 1 1947
 LG0751'AND PROJECTS 4 INCHES.
 LG0751'
 LG0751'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 26 FEET NORTH OF
 LG0751'THE CENTER OF THE KANSAS-NEBRASKA STATE LINE ROAD AND 4 FEET
 LG0751'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED ALLISON NO 2 1947
 LG0751'AND PROJECTS 4 INCHES.
 LG0751'
 LG0751'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION, 30
 LG0751'FEET WEST OF THE CENTER OF A NORTH-SOUTH SECTION LINE ROAD, 2 FEET
 LG0751'SOUTH OF WHITE WITNESS POST, 2 FEET NORTH OF THE NORTH END OF A
 LG0751'WIRE GATE AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS
 LG0751'STAMPED ALLISON 1947 AND PROJECTS 6 INCHES.  TO REACH FROM THE
 LG0751'STATION, GO EAST ON STATE LINE ROAD FOR 0.3 MILE, TURN RIGHT AND
 LG0751'GO SOUTH FOR 0.45 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LG0751'
 LG0751'TO REACH THE STATION FROM DUBOIS, GO SOUTH ON STATE ROUTE 50
 LG0751'FOR 2.5 MILES TO STATE LINE, CONTINUE SOUTH ON KANSAS STATE ROUTE 63
 LG0751'FOR 1.0 MILE, THENCE WEST FOR 3.0 MILES TO CROSS ROADS, TURN RIGHT
 LG0751'AND GO NORTH FOR 1.0 MILE TO STATE LINE, TURN LEFT AND GO WEST FOR
 LG0751'0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LG0751'
 LG0751'AN 87 FOOT SIGNAL AT STATION SASKA 1934 IS VISIBLE AT 37 FEET
 LG0751'
 LG0751'A 4 FOOT SIGNAL AT STATION MEYER 1934 IS VISIBLE AT 50 FEET
 LG0751'
 LG0751'A 4 FOOT SIGNAL AT STATION CLEVELAND IS VISIBLE AT 50 FEET
 LG0751'
 LG0751'A 74 FOOT SIGNAL AT STATION BAILEYVILLE IS VISIBLE AT 50 FEET
 LG0751'
 LG0751'A 47 FOOT SIGNAL AT STATION MARSHALL IS VISIBLE AT 37 FEET
 LG0751'
 LG0751'A 74 FOOT SIGNAL AT STATION SUMMERFIELD IS VISIBLE AT 37 FEET
 LG0751'
 LG0751'A 74 FOOT SIGNAL AT STATION MACH IS VISIBLE AT 37 FEET
 LG0751'
 LG0751'A 74 FOOT SIGNAL AT STATION WILLIAMSON IS VISIBLE AT 37 FEET
 LG0751'
 LG0751'A 20 FOOT SIGNAL AT STATION HORAEEK 1934 IS VISIBLE AT 37 FEET
 LG0751'
 LG0751'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LG0751
 LG0751                          STATION RECOVERY (1950)
 LG0751
 LG0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 LG0751'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED AS
 LG0751'DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0055 ***********************************************************************
 KF0055  DESIGNATION -  ALMA
 KF0055  PID         -  KF0055
 KF0055  STATE/COUNTY-  KS/WABAUNSEE
 KF0055  USGS QUAD   -  ALMA (1978)
 KF0055
 KF0055                         *CURRENT SURVEY CONTROL
 KF0055  ___________________________________________________________________
 KF0055* NAD 83(1997)-  39 06 15.74367(N)    096 17 20.70819(W)     ADJUSTED  
 KF0055* NAVD 88     -       396.211  (meters)    1299.90   (feet)  ADJUSTED  
 KF0055  ___________________________________________________________________
 KF0055  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 KF0055  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 KF0055  DYNAMIC HT  -         395.946 (meters)    1299.03  (feet)  COMP
 KF0055  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 KF0055
 KF0055  HORZ ORDER  -  SECOND
 KF0055  VERT ORDER  -  SECOND    CLASS 0
 KF0055
 KF0055.The horizontal coordinates were established by classical geodetic methods
 KF0055.and adjusted by the National Geodetic Survey in October 1998..
 KF0055
 KF0055.The orthometric height was determined by differential leveling
 KF0055.and adjusted by the National Geodetic Survey in June 1991..
 KF0055
 KF0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0055
 KF0055.The geoid height was determined by GEOID03.
 KF0055
 KF0055.The dynamic height is computed by dividing the NAVD 88
 KF0055.geopotential number by the normal gravity value computed on the
 KF0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0055.degrees latitude (g = 980.6199 gals.).
 KF0055
 KF0055.The modeled gravity was interpolated from observed gravity values.
 KF0055
 KF0055;                    North         East     Units Scale Factor Converg.
 KF0055;SPC KS N     -    86,991.799   547,977.659   MT  0.99996010   +1 04 57.1
 KF0055;UTM  14      - 4,331,858.362   734,415.624   MT  1.00027667   +1 42 38.3
 KF0055
 KF0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0055!SPC KS N     -   0.99994260  x   0.99996010  =   0.99990271
 KF0055!UTM  14      -   0.99994260  x   1.00027667  =   1.00021926
 KF0055
 KF0055:                Primary Azimuth Mark                     Grid Az
 KF0055:SPC KS N     -  MCFARLAND WESTERN UNION W TWR            071 30 28.9
 KF0055:UTM  14      -  MCFARLAND WESTERN UNION W TWR            070 52 47.7
 KF0055
 KF0055|---------------------------------------------------------------------|
 KF0055| PID    Reference Object                     Distance      Geod. Az  |
 KF0055|                                                           dddmmss.s |
 KF0055| KF1025 MCFARLAND WESTERN UNION W TWR       APPROX. 4.1 KM 0723526.0 |
 KF0055| KF0052 ALMA AZ MK                                         1791822.1 |
 KF0055| KF1037 ALMA MUN TANK                       APPROX. 9.4 KM 1811626.8 |
 KF0055| KF0054 ALMA RM 2                            11.828 METERS 18309     |
 KF0055| KF1032 WAMEGO MUN TANK                     APPROX.11.5 KM 3481305.9 |
 KF0055| KF1030 WAMEGO MUNICIPAL STANDPIPE          APPROX.11.5 KM 3511133.2 |
 KF0055| KF0056 ALMA RM 1                            11.233 METERS 35606     |
 KF0055|---------------------------------------------------------------------|
 KF0055
 KF0055                          SUPERSEDED SURVEY CONTROL
 KF0055
 KF0055  NAD 83(1986)-  39 06 15.74956(N)    096 17 20.70468(W) AD(       ) 2
 KF0055  NAD 27      -  39 06 15.76000(N)    096 17 19.72100(W) AD(       ) 2
 KF0055  NGVD 29 (??/??/92)  396.080  (m)         1299.47   (f) ADJ UNCH    2 0
 KF0055
 KF0055.Superseded values are not recommended for survey control.
 KF0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0055.See file dsdata.txt to determine how the superseded data were derived.
 KF0055
 KF0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3441631858(NAD 83)
 KF0055_MARKER: DS = TRIANGULATION STATION DISK
 KF0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0055_STAMPING: ALMA 1947
 KF0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0055+STABILITY: SURFACE MOTION
 KF0055
 KF0055  HISTORY     - Date     Condition        Report By
 KF0055  HISTORY     - 1947     MONUMENTED       CGS
 KF0055  HISTORY     - 1968     GOOD             CGS
 KF0055  HISTORY     - 1970     GOOD             NGS
 KF0055  HISTORY     - 1970     GOOD             NGS
 KF0055
 KF0055                          STATION DESCRIPTION
 KF0055
 KF0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0055'THE STATION IS ABOUT 6.5 MILES SOUTH-SOUTHEAST OF WAMEGO, 6.3
 KF0055'MILES NORTH OF ALMA, 300 FEET NORTHEAST OF A STONE CONSTRUCTED
 KF0055'FARM HOUSE, 53.5 FEET EAST OF THE CENTER OF STATE HIGHWAY
 KF0055'NO. 99, AND 3.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT
 KF0055'PROJECTS 6 INCHES AND IS STAMPED ALMA 1947.
 KF0055'
 KF0055'REFERENCE MARK NO. 1 IS 50.5 FEET EAST OF THE CENTER OF
 KF0055'STATE HIGHWAY NO. 99 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 KF0055'LINE.  IT PROJECTS 7 INCHES AND IS STAMPED ALMA NO 1 1947.
 KF0055'
 KF0055'REFERENCE MARK NO. 2 IS 50.5 FEET EAST OF THE CENTER OF
 KF0055'STATE HIGHWAY NO. 99 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 KF0055'LINE.  IT PROJECTS 8 INCHES AND IS STAMPED ALMA NO 2 1947.
 KF0055'
 KF0055'AZIMUTH MARK IS 0.2 MILE SOUTH OF AN EAST-WEST SECTION LINE
 KF0055'ROAD, 51 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 99,
 KF0055'3.2 FEET EAST OF A TELEPHONE POLE, AND 2.5 FEET EAST OF
 KF0055'A NORTH-SOUTH FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 KF0055'ALMA 1947.
 KF0055'
 KF0055'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WAMEGO, GO
 KF0055'SOUTH ON STATE HIGHWAY NO. 99 AND 29 FOR 3.35 MILES TO A CROSSROAD,
 KF0055'(NO 29 TURNS RIGHT, EAST AT THIS POINT) CONTINUE SOUTH ON
 KF0055'NO. 99 FOR 3.6 MILES TO THE TOP OF A RIDGE AND THE STATION
 KF0055'ON THE LEFT AS DESCRIBED.
 KF0055'
 KF0055'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH
 KF0055'ON STATE HIGHWAY NO. 99 FOR 0.4 MILE TO THE AZIMUTH MARK
 KF0055'ON THE LEFT AS DESCRIBED.
 KF0055'
 KF0055'A 4 FOOT SIGNAL AT ADAMS 1889 IS VISIBLE AT 4 FEET.
 KF0055'
 KF0055'A 4 FOOT SIGNAL AT PAXICO IS VISIBLE AT 4 FEET.
 KF0055'
 KF0055'A 47 FOOT SIGNAL AT ZEAN DALE 1888 IS VISIBLE AT 4 FEET.
 KF0055
 KF0055                          STATION RECOVERY (1968)
 KF0055
 KF0055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KF0055'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 KF0055'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 KF0055'AND FOUND IN GOOD CONDITION.
 KF0055'
 KF0055'A METAL WITNESS POST WAS SET 4 FEET WEST OF THE STATION MARK.
 KF0055'
 KF0055'A METAL WITNESS POST WAS SET 3.5 FEET WEST OF THE AZIMUTH MARK.
 KF0055'
 KF0055'TO REACH THE STATION FROM THE RAILROAD CROSSING IN WAMEGO,
 KF0055'GO SOUTH ON STATE HIGHWAY 99 FOR 3.05 MILES TO THE JUNCTION
 KF0055'OF STATE HIGHWAY 18.  CONTINUE SOUTH ON STATE HIGHWAY 99
 KF0055'FOR 3.9 MILES TO THE STATION ON THE LEFT.
 KF0055'
 KF0055'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 KF0055'HIGHWAY 99 FOR 0.4 MILE TO THE MARK ON THE LEFT.
 KF0055'
 KF0055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6-1/2
 KF0055'MILES SOUTH OF WAMEGO.
 KF0055
 KF0055                          STATION RECOVERY (1970)
 KF0055
 KF0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0055'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 KF0055'MARK WERE RECOVERED AS DESCRIBED IN 1947, HOWEVER, ALL MARKS
 KF0055'WERE FOUND TO BE LOOSE, DUE TO THE VERY DRY GROUND AND WOULD
 KF0055'BE DESCRIBED AS IN FAIR CONDITION.  ALL MEASUREMENTS WERE
 KF0055'CONFIRMED, HOWEVER, A DIFFERENCE IN THE DIRECTION TO THE
 KF0055'REFERENCE MARKS WAS NOTED AND CHECKED IN THE FIELD, THE
 KF0055'DIRECTION TO THE AZIMUTH MARK WAS NOT OBSERVED, DUE TO A
 KF0055'POWER-LINE-POLE ON THE LINE OF SIGHT.  DUE TO THE ABOVE
 KF0055'DISCREPANCIES, A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 KF0055'
 KF0055'THE STATION IS LOCATED APPROXIMATELY 6-1/2 MILES SOUTH-SOUTHEAST
 KF0055'OF WAMEGO, 6 MILES NORTH OF ALMA, ON THE TOP OF AN EAST-WEST
 KF0055'RIDGE, IN THE SE 1/4 SECTION 10, T11S, R9E, ON PROPERTY
 KF0055'OWNED BY DR. CLARK OF WAMEGO.
 KF0055'
 KF0055'TO REACH THE STATION FROM THE POST OFFICE IN WAMEGO, GO
 KF0055'EAST ON A PAVED STREET FOR 0.05 MILE TO STATE HIGHWAY 99,
 KF0055'(LINCOLN STREET), TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 99
 KF0055'FOR 6.85 MILES TO THE STATION ON THE LEFT.
 KF0055'
 KF0055'THE STATION MARK, A STANDARD DISK STAMPED ALMA 1947, IS SET IN
 KF0055'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KF0055'8 INCHES ABOVE THE SURFACE OF THE TERRAIN.  IT IS 90 FEET
 KF0055'SOUTH-SOUTHWEST OF A POWERLINE-POLE, 51 FEET EAST OF THE
 KF0055'CENTER LINE OF STATE HIGHWAY 99, 10.9 FEET NORTH-NORTHWEST OF
 KF0055'A METAL WITNESS POST, 21.7 FEET NORTH-NORTHEAST OF A
 KF0055'TELEPHONE POLE AND 3.5 FEET EAST OF A BARBED WIRE FENCE.
 KF0055'
 KF0055'REFERENCE MARK 1, A STANDARD DISK STAMPED ALMA NO 1 1947, IS
 KF0055'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 KF0055'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE TERRAIN.  IT IS
 KF0055'58.8 FEET SOUTHWEST OF A POWERLINE-POLE, 49 FEET EAST OF THE
 KF0055'CENTER LINE OF THE HIGHWAY, 47.3 FEET NORTH OF THE WITNESS
 KF0055'POST AND 0.8 FOOT EAST OF THE FENCE.
 KF0055'
 KF0055'REFERENCE MARK 2, A STANDARD DISK STAMPED ALMA NO 2 1947,
 KF0055'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 KF0055'WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE TERRAIN.
 KF0055'IT IS 49 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28.3
 KF0055'FEET SOUTH OF THE WITNESS POST, 18.1 FEET SOUTH-SOUTHEAST OF
 KF0055'A TELEPHONE POLE AND 0.7 FOOT EAST OF THE FENCE.
 KF0055'
 KF0055'AZIMUTH MARK, STAMPED ALMA 1947, IS A STANDARD DISK SET
 KF0055'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 KF0055'8 INCHES.  IT IS 51 FEET EAST OF CENTER OF ST HWY 99, 3.5
 KF0055'FEET EAST OF A METAL WITNESS POST, 3 FEET EAST OF A FENCE
 KF0055'AND 3 FEET EAST-SOUTHEAST OF A TELEPHONE POLE.
 KF0055'
 KF0055'HEIGHT OF LIGHT ABOVE STATION MARK 60.4 FEET.
 KF0055'
 KF0055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.5 MILES
 KF0055'SOUTH-SOUTHEAST OF WAMEGO.
 KF0055
 KF0055                          STATION RECOVERY (1970)
 KF0055
 KF0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0055'2.6 MI N FROM ALMA.
 KF0055'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE HIGHWAY
 KF0055'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT ALMA, IN THE WEST EDGE
 KF0055'OF A PASTURE, 51 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KF0055'99 FEET NORTHEAST OF THE CENTER OF A JUNCTION OF THE HIGHWAY AND
 KF0055'A GRAVELED DRIVEWAY WHICH LEADS SOUTH, 3 1/2 FEET EAST OF A
 KF0055'FENCE, 4.0 FEET EAST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 KF0055'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KF0055'POST WHICH PROJECTS 3 INCHES.  SECTION 10, T 11S, R 10 E NOTE-- THE
 KF0055'CONCRETE POST IN WHICH THE DISK IS SET IN LOOSE IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0052 ***********************************************************************
 KF0052  DESIGNATION -  ALMA AZ MK
 KF0052  PID         -  KF0052
 KF0052  STATE/COUNTY-  KS/WABAUNSEE
 KF0052  USGS QUAD   -  ALMA (1978)
 KF0052
 KF0052                         *CURRENT SURVEY CONTROL
 KF0052  ___________________________________________________________________
 KF0052* NAD 83(1986)-  39 05 56.     (N)    096 17 19.     (W)     SCALED    
 KF0052* NAVD 88     -       387.772  (meters)    1272.22   (feet)  ADJUSTED  
 KF0052  ___________________________________________________________________
 KF0052  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 KF0052  DYNAMIC HT  -         387.513 (meters)    1271.37  (feet)  COMP
 KF0052  MODELED GRAV-     979,948.9   (mgal)                       NAVD 88
 KF0052
 KF0052  VERT ORDER  -  SECOND    CLASS 0
 KF0052
 KF0052.The horizontal coordinates were scaled from a topographic map and have
 KF0052.an estimated accuracy of +/- 6 seconds.
 KF0052
 KF0052.The orthometric height was determined by differential leveling
 KF0052.and adjusted by the National Geodetic Survey in June 1991..
 KF0052
 KF0052.The geoid height was determined by GEOID03.
 KF0052
 KF0052.The dynamic height is computed by dividing the NAVD 88
 KF0052.geopotential number by the normal gravity value computed on the
 KF0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0052.degrees latitude (g = 980.6199 gals.).
 KF0052
 KF0052.The modeled gravity was interpolated from observed gravity values.
 KF0052
 KF0052;                    North         East    Units  Estimated Accuracy
 KF0052;SPC KS N     -    86,380.      548,030.      MT  (+/- 180 meters Scaled)
 KF0052
 KF0052                          SUPERSEDED SURVEY CONTROL
 KF0052
 KF0052  NGVD 29 (??/??/92)  387.640  (m)         1271.78   (f) ADJ UNCH    2 0
 KF0052
 KF0052.Superseded values are not recommended for survey control.
 KF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0052.See file dsdata.txt to determine how the superseded data were derived.
 KF0052
 KF0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ344312(NAD 83)
 KF0052_MARKER: DZ = AZIMUTH MARK DISK
 KF0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0052_STAMPING: ALMA 1947
 KF0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0052+STABILITY: SURFACE MOTION
 KF0052
 KF0052  HISTORY     - Date     Condition        Report By
 KF0052  HISTORY     - 1947     MONUMENTED       CGS
 KF0052  HISTORY     - 1970     GOOD             NGS
 KF0052
 KF0052                          STATION DESCRIPTION
 KF0052
 KF0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0052'2.2 MI N FROM ALMA.
 KF0052'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE HIGHWAY
 KF0052'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT ALMA, 0.1 MILE SOUTH
 KF0052'OF A HOUSE, IN THE WEST EDGE OF A PASTURE, 50.7 FEET EAST OF
 KF0052'THE CENTER LINE OF THE HIGHWAY, 57 FEET NORTHWEST OF A POWER
 KF0052'POLE WITH A GUY WIRE, 3.2 FEET EAST OF A FENCE, 3.5 FEET EAST
 KF0052'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 KF0052'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT.
 KF0052'SECTION 15, T 11S, R 10E NOTE-- THE CONCRETE POST IS LOOSE IN THE
 KF0052'GROUND AND IS CRACKED BUT THE DISK IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1037 ***********************************************************************
 KF1037  DESIGNATION -  ALMA MUN TANK
 KF1037  PID         -  KF1037
 KF1037  STATE/COUNTY-  KS/WABAUNSEE
 KF1037  USGS QUAD   -  ALMA (1978)
 KF1037
 KF1037                         *CURRENT SURVEY CONTROL
 KF1037  ___________________________________________________________________
 KF1037* NAD 83(1997)-  39 01 12.12387(N)    096 17 29.36475(W)     ADJUSTED  
 KF1037* NAVD 88     -                                                        
 KF1037  ___________________________________________________________________
 KF1037  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 KF1037  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 KF1037
 KF1037  HORZ ORDER  -  THIRD
 KF1037
 KF1037.The horizontal coordinates were established by classical geodetic methods
 KF1037.and adjusted by the National Geodetic Survey in October 1998..
 KF1037
 KF1037
 KF1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1037
 KF1037.The geoid height was determined by GEOID03.
 KF1037
 KF1037;                    North         East     Units Scale Factor Converg.
 KF1037;SPC KS N     -    77,626.875   547,946.343   MT  0.99996491   +1 04 51.6
 KF1037;UTM  14      - 4,322,490.710   734,486.745   MT  1.00027709   +1 42 21.7
 KF1037
 KF1037                          SUPERSEDED SURVEY CONTROL
 KF1037
 KF1037  NAD 83(1986)-  39 01 12.12999(N)    096 17 29.36010(W) AD(       ) 4
 KF1037  NAD 27      -  39 01 12.13487(N)    096 17 28.37600(W) AD(       ) 3
 KF1037
 KF1037.Superseded values are not recommended for survey control.
 KF1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1037.See file dsdata.txt to determine how the superseded data were derived.
 KF1037
 KF1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3448722491(NAD 83)
 KF1037_MARKER: 53 = ELEVATED TANK
 KF1037
 KF1037  HISTORY     - Date     Condition        Report By
 KF1037  HISTORY     - 1970     FIRST OBSERVED   NGS
 KF1037
 KF1037                          STATION DESCRIPTION
 KF1037
 KF1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1037'THE ALMA MUNICIPAL WATER TANK IS AN ELEVATED TANK PAINTED
 KF1037'GREEN AND WHITE, AND IS ABOUT 130 FEET HIGH.  IT IS LOCATED
 KF1037'IN THE NORTH SECTION OF ALMA.  THE POINT INTERSECTED WAS
 KF1037'THE BALL ON TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0056 ***********************************************************************
 KF0056  DESIGNATION -  ALMA RM 1
 KF0056  PID         -  KF0056
 KF0056  STATE/COUNTY-  KS/WABAUNSEE
 KF0056  USGS QUAD   -  ALMA (1978)
 KF0056
 KF0056                         *CURRENT SURVEY CONTROL
 KF0056  ___________________________________________________________________
 KF0056* NAD 83(1986)-  39 06 15.     (N)    096 17 20.     (W)     SCALED    
 KF0056* NAVD 88     -       396.039  (meters)    1299.34   (feet)  ADJUSTED  
 KF0056  ___________________________________________________________________
 KF0056  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 KF0056  DYNAMIC HT  -         395.774 (meters)    1298.47  (feet)  COMP
 KF0056  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 KF0056
 KF0056  VERT ORDER  -  SECOND    CLASS 0
 KF0056
 KF0056.The horizontal coordinates were scaled from a topographic map and have
 KF0056.an estimated accuracy of +/- 6 seconds.
 KF0056
 KF0056.The orthometric height was determined by differential leveling
 KF0056.and adjusted by the National Geodetic Survey in June 1991..
 KF0056
 KF0056.The geoid height was determined by GEOID03.
 KF0056
 KF0056.The dynamic height is computed by dividing the NAVD 88
 KF0056.geopotential number by the normal gravity value computed on the
 KF0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0056.degrees latitude (g = 980.6199 gals.).
 KF0056
 KF0056.The modeled gravity was interpolated from observed gravity values.
 KF0056
 KF0056;                    North         East    Units  Estimated Accuracy
 KF0056;SPC KS N     -    86,970.      548,000.      MT  (+/- 180 meters Scaled)
 KF0056
 KF0056                          SUPERSEDED SURVEY CONTROL
 KF0056
 KF0056  NGVD 29 (??/??/92)  395.908  (m)         1298.91   (f) ADJ UNCH    2 0
 KF0056
 KF0056.Superseded values are not recommended for survey control.
 KF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0056.See file dsdata.txt to determine how the superseded data were derived.
 KF0056
 KF0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ344318(NAD 83)
 KF0056_MARKER: DR = REFERENCE MARK DISK
 KF0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0056_STAMPING: ALMA NO 1 1947
 KF0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0056
 KF0056  HISTORY     - Date     Condition        Report By
 KF0056  HISTORY     - 1947     MONUMENTED       CGS
 KF0056
 KF0056                          STATION DESCRIPTION
 KF0056
 KF0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0056'2.6 MI N FROM ALMA.
 KF0056'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE HIGHWAY
 KF0056'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT ALMA, 49 FEET EAST OF
 KF0056'THE CENTER LINE OF THE HIGHWAY, 59 FEET SOUTHWEST OF A POWER POLE
 KF0056'WITH A GUY WIRE, 1 FOOT EAST OF A FENCE, ABOUT 1 FOOT BELOW
 KF0056'THE LEVEL OF THE STATION MARK, 36.90 FEET NORTH OF THE STATION
 KF0056'MARK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KF0056'4 INCHES.  SECTION 10, T 11S, R 10E NOTE-- THE CONCRETE POST
 KF0056'IN WHICH THE DISK IS SET IS LOOSE IN THE GROUND AND IS CRACKED
 KF0056'BUT THE DISK IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0054 ***********************************************************************
 KF0054  DESIGNATION -  ALMA RM 2
 KF0054  PID         -  KF0054
 KF0054  STATE/COUNTY-  KS/WABAUNSEE
 KF0054  USGS QUAD   -  ALMA (1978)
 KF0054
 KF0054                         *CURRENT SURVEY CONTROL
 KF0054  ___________________________________________________________________
 KF0054* NAD 83(1986)-  39 06 15.     (N)    096 17 20.     (W)     SCALED    
 KF0054* NAVD 88     -       396.400  (meters)    1300.52   (feet)  ADJUSTED  
 KF0054  ___________________________________________________________________
 KF0054  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 KF0054  DYNAMIC HT  -         396.135 (meters)    1299.65  (feet)  COMP
 KF0054  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 KF0054
 KF0054  VERT ORDER  -  SECOND    CLASS 0
 KF0054
 KF0054.The horizontal coordinates were scaled from a topographic map and have
 KF0054.an estimated accuracy of +/- 6 seconds.
 KF0054
 KF0054.The orthometric height was determined by differential leveling
 KF0054.and adjusted by the National Geodetic Survey in June 1991..
 KF0054
 KF0054.The geoid height was determined by GEOID03.
 KF0054
 KF0054.The dynamic height is computed by dividing the NAVD 88
 KF0054.geopotential number by the normal gravity value computed on the
 KF0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0054.degrees latitude (g = 980.6199 gals.).
 KF0054
 KF0054.The modeled gravity was interpolated from observed gravity values.
 KF0054
 KF0054;                    North         East    Units  Estimated Accuracy
 KF0054;SPC KS N     -    86,970.      548,000.      MT  (+/- 180 meters Scaled)
 KF0054
 KF0054                          SUPERSEDED SURVEY CONTROL
 KF0054
 KF0054  NGVD 29 (??/??/92)  396.269  (m)         1300.09   (f) ADJ UNCH    2 0
 KF0054
 KF0054.Superseded values are not recommended for survey control.
 KF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0054.See file dsdata.txt to determine how the superseded data were derived.
 KF0054
 KF0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ344318(NAD 83)
 KF0054_MARKER: DR = REFERENCE MARK DISK
 KF0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0054_STAMPING: ALMA NO 2 1947
 KF0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0054+STABILITY: SURFACE MOTION
 KF0054
 KF0054  HISTORY     - Date     Condition        Report By
 KF0054  HISTORY     - 1947     MONUMENTED       CGS
 KF0054  HISTORY     - 1970     GOOD             NGS
 KF0054
 KF0054                          STATION DESCRIPTION
 KF0054
 KF0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0054'2.6 MI N FROM ALMA.
 KF0054'ABOUT 2.65 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE HIGHWAY
 KF0054'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT ALMA, 49 FEET EAST OF
 KF0054'THE CENTER LINE OF THE HIGHWAY, 69 FEET NORTHEAST OF THE CENTER
 KF0054'LINE OF A GRAVELED DRIVEWAY WHICH LEADS SOUTHWEST, 1 FOOT EAST
 KF0054'OF A FENCE, ABOUT LEVEL WITH THE STATION MARK, 38.80 FEET SOUTH
 KF0054'OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 KF0054'PROJECTS 0.4 FOOT.  SECTION 10, T 11S, R 10E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0808 ***********************************************************************
 KG0808  DESIGNATION -  ALMENA
 KG0808  PID         -  KG0808
 KG0808  STATE/COUNTY-  KS/NORTON
 KG0808  USGS QUAD   -  ALMENA (1967)
 KG0808
 KG0808                         *CURRENT SURVEY CONTROL
 KG0808  ___________________________________________________________________
 KG0808* NAD 83(1997)-  39 54 53.35655(N)    099 42 04.08469(W)     ADJUSTED  
 KG0808* NAVD 88     -       685.     (meters)    2247.     (feet)  SCALED    
 KG0808  ___________________________________________________________________
 KG0808  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 KG0808  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 KG0808
 KG0808  HORZ ORDER  -  THIRD
 KG0808
 KG0808.The horizontal coordinates were established by classical geodetic methods
 KG0808.and adjusted by the National Geodetic Survey in October 1998..
 KG0808
 KG0808.The orthometric height was scaled from a topographic map.
 KG0808
 KG0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0808
 KG0808.The geoid height was determined by GEOID03.
 KG0808
 KG0808;                    North         East     Units Scale Factor Converg.
 KG0808;SPC KS N     -   176,937.947   254,558.282   MT  1.00002398   -1 04 34.8
 KG0808;SPC NE       -     9,092.489   525,553.909   MT  1.00003956   +0 11 53.0
 KG0808;UTM  14      - 4,418,538.544   440,076.793   MT  0.99964420   -0 26 59.6
 KG0808
 KG0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0808!SPC KS N     -   0.99989640  x   1.00002398  =   0.99992037
 KG0808!SPC NE       -   0.99989640  x   1.00003956  =   0.99993595
 KG0808!UTM  14      -   0.99989640  x   0.99964420  =   0.99954063
 KG0808
 KG0808:                Primary Azimuth Mark                     Grid Az
 KG0808:SPC KS N     -  ALMENA AZ MK                             092 23 04.5
 KG0808:SPC NE       -  ALMENA AZ MK                             091 06 36.7
 KG0808:UTM  14      -  ALMENA AZ MK                             091 45 29.3
 KG0808
 KG0808|---------------------------------------------------------------------|
 KG0808| PID    Reference Object                     Distance      Geod. Az  |
 KG0808|                                                           dddmmss.s |
 KG0808| CN8559 ALMENA AZ MK                                       0911829.7 |
 KG0808| CN8562 ALMENA RM 3                          11.177 METERS 18018     |
 KG0808| CN8560 ALMENA RM 1                          11.205 METERS 18030     |
 KG0808| KG0809 ALMENA MUNICIPAL STANDPIPE          APPROX. 3.3 KM 1853433.9 |
 KG0808| CN8561 ALMENA RM 2                          10.783 METERS 27022     |
 KG0808|---------------------------------------------------------------------|
 KG0808
 KG0808                          SUPERSEDED SURVEY CONTROL
 KG0808
 KG0808  NAD 83(1997)-  39 54 53.35808(N)    099 42 04.08582(W) AD(       ) 3
 KG0808  NAD 83(1986)-  39 54 53.36141(N)    099 42 04.08732(W) AD(       ) 3
 KG0808  NAD 27      -  39 54 53.33100(N)    099 42 02.67600(W) AD(       ) 3
 KG0808
 KG0808.Superseded values are not recommended for survey control.
 KG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0808.See file dsdata.txt to determine how the superseded data were derived.
 KG0808
 KG0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK4007718539(NAD 83)
 KG0808_MARKER: DS = TRIANGULATION STATION DISK
 KG0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0808
 KG0808  HISTORY     - Date     Condition        Report By
 KG0808  HISTORY     - 1950     MONUMENTED       CGS
 KG0808  HISTORY     - 1957     GOOD             CGS
 KG0808  HISTORY     - 1967     GOOD             CGS
 KG0808
 KG0808                          STATION DESCRIPTION
 KG0808
 KG0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0808'THE STATION IS LOCATED ABOUT 1.5 MILES NORTH AND 0.5 MILE EAST
 KG0808'OF THE BUSINESS DISTRICT OF ALMENA ON THE NORTH RIGHT-OF-WAY
 KG0808'OF AN EAST-WEST ROAD, 20 FEET NORTH OF THE CENTER OF ROAD AND
 KG0808'3 FEET WEST OF A WITNESS POST.  IT IS STAMPED ALMENA 1950 AND
 KG0808'PROJECTS 5 INCHES.
 KG0808'
 KG0808'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 17 FEET SOUTH
 KG0808'OF THE CENTER OF ROAD AND ON THE SAME ELEVATION AS THE STATION.
 KG0808'IT IS STAMPED ALMENA NO 1 1950 AND PROJECTS 4 INCHES.
 KG0808'
 KG0808'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 20 FEET NORTH
 KG0808'OF THE CENTER OF ROAD AND ON THE SAME ELEVATION AS THE STATION.
 KG0808'IT IS STAMPED ALMENA NO 2 1950 AND PROJECTS 5 INCHES.
 KG0808'
 KG0808'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 50.98 FEET.
 KG0808'
 KG0808'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 15 FEET SOUTH OF
 KG0808'THE CENTER OF ROAD AND 4 FEET WEST OF A WITNESS POST.  IT IS
 KG0808'STAMPED ALMENA 1950 AND PROJECTS 5 INCHES.
 KG0808'
 KG0808'TO REACH THE STATION FROM THE POST OFFICE IN ALMENA, GO EAST
 KG0808'FOR 0.25 MILE TO A T ROAD LEFT, TURN LEFT AND GO NORTH ON DIRT
 KG0808'ROAD FOR 0.5 MILE TO A T INTERSECTION, TURN RIGHT, EAST, ACROSS
 KG0808'SMALL BRIDGE TO A T ROAD LEFT, TURN LEFT AND GO NORTH ON DIRT
 KG0808'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT, EAST, FOR 0.05
 KG0808'MILE TO STATION ON LEFT AS DESCRIBED.  (CONTINUE EAST FOR 0.25
 KG0808'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.)
 KG0808
 KG0808                          STATION RECOVERY (1957)
 KG0808
 KG0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KG0808'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KG0808'IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 1 WHICH HAD BEEN
 KG0808'HIT BY ROAD MACHINERY AND WAS LYING ON ITS SIDE.  REFERENCE MARK
 KG0808'NO. 3 WAS ESTABLISHED.  THE 1950 DESCRIPTION IS ADEQUATE.  A
 KG0808'SHORT DESCRIPTION FOR REFERENCE MARK NO. 3 FOLLOWS.
 KG0808'
 KG0808'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION AT THE EAST EDGE
 KG0808'OF A FIELD ENTRANCE, 17 FEET SOUTH OF THE CENTER OF A GRADED ROAD
 KG0808'AND 10 FEET EAST OF THE CENTER OF FIELD ENTRANCE.  THE MARK
 KG0808'PROJECTS 6 INCHES AND THE DISK IS STAMPED ALMENA NO 3 1950.
 KG0808
 KG0808                          STATION RECOVERY (1967)
 KG0808
 KG0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KG0808'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, AND
 KG0808'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 KG0808'IN GOOD CONDITION.  THE TO REACH THE STATION WAS FOUND ADEQUATE.
 KG0808'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.  A
 KG0808'METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KG0808'
 KG0808'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4 MILES
 KG0808'NORTHEAST OF ALMENA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0809 ***********************************************************************
 KG0809  DESIGNATION -  ALMENA MUNICIPAL STANDPIPE
 KG0809  PID         -  KG0809
 KG0809  STATE/COUNTY-  KS/NORTON
 KG0809  USGS QUAD   -  ALMENA (1967)
 KG0809
 KG0809                         *CURRENT SURVEY CONTROL
 KG0809  ___________________________________________________________________
 KG0809* NAD 83(1997)-  39 53 07.42312(N)    099 42 17.50961(W)     ADJUSTED  
 KG0809* NAVD 88     -                                                        
 KG0809  ___________________________________________________________________
 KG0809  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 KG0809  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 KG0809
 KG0809  HORZ ORDER  -  THIRD
 KG0809
 KG0809.The horizontal coordinates were established by classical geodetic methods
 KG0809.and adjusted by the National Geodetic Survey in October 1998..
 KG0809
 KG0809
 KG0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0809
 KG0809.The geoid height was determined by GEOID03.
 KG0809
 KG0809;                    North         East     Units Scale Factor Converg.
 KG0809;SPC KS N     -   173,677.210   254,177.981   MT  1.00001815   -1 04 43.3
 KG0809;SPC NE       -     5,824.017   525,246.210   MT  1.00005373   +0 11 44.1
 KG0809;UTM  14      - 4,415,275.073   439,732.301   MT  0.99964471   -0 27 07.2
 KG0809
 KG0809                          SUPERSEDED SURVEY CONTROL
 KG0809
 KG0809  NAD 83(1997)-  39 53 07.42450(N)    099 42 17.51076(W) AD(       ) 4
 KG0809  NAD 83(1986)-  39 53 07.42770(N)    099 42 17.51200(W) AD(       ) 4
 KG0809  NAD 27      -  39 53 07.39600(N)    099 42 16.10100(W) AD(       ) 3
 KG0809
 KG0809.Superseded values are not recommended for survey control.
 KG0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0809.See file dsdata.txt to determine how the superseded data were derived.
 KG0809
 KG0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK3973215275(NAD 83)
 KG0809_MARKER: 52 = STANDPIPE TANK
 KG0809
 KG0809  HISTORY     - Date     Condition        Report By
 KG0809  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0809
 KG0809                          STATION DESCRIPTION
 KG0809
 KG0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0809'THE STATION IS LOCATED AT THE SOUTH EDGE OF ALMENA.  IT IS 110
 KG0809'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A VIADUCT OVER THE
 KG0809'ROCK ISLAND RAILROAD AND 85 FEET SOUTH OF THE CENTER OF U.S.
 KG0809'HIGHWAY 383.  IT IS A ROUND, STEEL STRUCTURE ABOUT 14 FEET
 KG0809'IN DIAMETER WITH AN OVERALL HEIGHT OF ABOUT 75 FEET.  IT IS
 KG0809'SILVER IN COLOR WITH THE LETTERING ALMENA ON THE SOUTHWEST
 KG0809'AND THE NORTHEAST SIDES.  THE POINT OBSERVED UPON WAS THE BALL
 KG0809'AT THE APEX OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1363 ***********************************************************************
 JF1363  DESIGNATION -  ALTA
 JF1363  PID         -  JF1363
 JF1363  STATE/COUNTY-  KS/WABAUNSEE
 JF1363  USGS QUAD   -  ALTA VISTA (1971)
 JF1363
 JF1363                         *CURRENT SURVEY CONTROL
 JF1363  ___________________________________________________________________
 JF1363* NAD 83(1997)-  38 52 10.73130(N)    096 25 04.58523(W)     ADJUSTED  
 JF1363* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 JF1363  ___________________________________________________________________
 JF1363  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 JF1363  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 JF1363
 JF1363  HORZ ORDER  -  SECOND
 JF1363
 JF1363.The horizontal coordinates were established by classical geodetic methods
 JF1363.and adjusted by the National Geodetic Survey in October 1998..
 JF1363
 JF1363.The orthometric height was scaled from a topographic map.
 JF1363
 JF1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1363
 JF1363.The geoid height was determined by GEOID03.
 JF1363
 JF1363;                    North         East     Units Scale Factor Converg.
 JF1363;SPC KS N     -    60,735.849   537,289.356   MT  0.99997883   +1 00 03.6
 JF1363;UTM  14      - 4,305,480.204   724,011.008   MT  1.00021796   +1 37 15.8
 JF1363
 JF1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1363!SPC KS N     -   0.99993409  x   0.99997883  =   0.99991292
 JF1363!UTM  14      -   0.99993409  x   1.00021796  =   1.00015204
 JF1363
 JF1363|---------------------------------------------------------------------|
 JF1363| PID    Reference Object                     Distance      Geod. Az  |
 JF1363|                                                           dddmmss.s |
 JF1363| CL4176 ALTA RM 1                             8.390 METERS 08532     |
 JF1363| CL4177 ALTA RM 2                            12.754 METERS 16607     |
 JF1363| JF1365 ALTA VISTA MUNICIPAL TANK           APPROX. 6.1 KM 2654804.8 |
 JF1363| CL4175 ALTA AZ MK                                         2684634.5 |
 JF1363| KF1038 MANHATTAN M W PIPE MICROWAVE        APPROX.18.8 KM 3401756.7 |
 JF1363|---------------------------------------------------------------------|
 JF1363
 JF1363                          SUPERSEDED SURVEY CONTROL
 JF1363
 JF1363  NAD 83(1986)-  38 52 10.73858(N)    096 25 04.58404(W) AD(       ) 2
 JF1363  NAD 27      -  38 52 10.72965(N)    096 25 03.58772(W) AD(       ) 2
 JF1363
 JF1363.Superseded values are not recommended for survey control.
 JF1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1363.See file dsdata.txt to determine how the superseded data were derived.
 JF1363
 JF1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ2401105480(NAD 83)
 JF1363_MARKER: DS = TRIANGULATION STATION DISK
 JF1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1363
 JF1363  HISTORY     - Date     Condition        Report By
 JF1363  HISTORY     - 1956     MONUMENTED       CGS
 JF1363  HISTORY     - 1968     GOOD             CGS
 JF1363
 JF1363                          STATION DESCRIPTION
 JF1363
 JF1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1363'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF COUNCIL GROVE AND
 JF1363'ABOUT 4 MILES EAST OF ALTA VISTA ON ROAD RIGHT-OF-WAY.  IT IS
 JF1363'20 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 6 FEET EAST
 JF1363'OF A WHITE WITNESS POST, 7 FEET EAST OF A TELEPHONE POLE AND
 JF1363'3 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 JF1363'DISK IS STAMPED ALTA 1956.
 JF1363'
 JF1363'TO REACH THE STATION FROM THE ALTA VISTA STATE BANK NEAR THE
 JF1363'CENTER OF ALTA VISTA, GO NORTH AND EAST ON STATE HIGHWAY 12 FOR
 JF1363'0.25 MILE TO A CROSSROAD (THIS IS WHERE HIGHWAY 13 TURNS NORTH).
 JF1363'CONTINUE EAST ON A GRAVELED ROAD FOR 0.05 MILE TO A GRAVELED
 JF1363'CROSSROAD.  TURN LEFT AND GO NORTH AND EAST ON THE GRAVELED
 JF1363'ROAD FOR 3.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 JF1363'EAST ON THE GRAVELED ROAD FOR 0.35 MILE TO THE STATION ON THE
 JF1363'LEFT.
 JF1363'
 JF1363'REFERENCE MARK 1 IS 22 FEET NORTH OF THE CENTERLINE OF THE
 JF1363'GRAVELED ROAD, 1 FOOT SOUTH OF A FENCE AND 33 FEET EAST OF
 JF1363'A WHITE WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK
 JF1363'IS STAMPED ALTA NO 1 1956.
 JF1363'
 JF1363'REFERENCE MARK 2 IS 21 FEET SOUTH OF THE CENTERLINE OF THE
 JF1363'GRAVELED ROAD, 1 FOOT NORTH OF A FENCE AND 94 FEET WEST OF
 JF1363'A POWERLINE POLE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 JF1363'STAMPED ALTA NO 2 1956.
 JF1363'
 JF1363'THE AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTERLINE OF THE
 JF1363'GRAVELED ROAD, 1 FOOT EAST OF A WHITE WITNESS POST, 2 FEET EAST
 JF1363'OF A POWERLINE POLE AND 2 FEET NORTH OF A FENCE.  THE MARK
 JF1363'PROJECTS 3 INCHES AND THE DISK IS STAMPED ALTA 1956.
 JF1363'
 JF1363'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1363
 JF1363                          STATION RECOVERY (1968)
 JF1363
 JF1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1363'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1363'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1363'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1363'RECOVERY.
 JF1363'
 JF1363'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 JF1363'
 JF1363'A METAL WITNESS POST WAS SET 1 FOOT NORTHWEST OF THE AZIMUTH
 JF1363'MARK.
 JF1363'
 JF1363'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 JF1363'EAST OF ALTA VISTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1365 ***********************************************************************
 JF1365  DESIGNATION -  ALTA VISTA MUNICIPAL TANK
 JF1365  PID         -  JF1365
 JF1365  STATE/COUNTY-  KS/WABAUNSEE
 JF1365  USGS QUAD   -  ALTA VISTA (1971)
 JF1365
 JF1365                         *CURRENT SURVEY CONTROL
 JF1365  ___________________________________________________________________
 JF1365* NAD 83(1997)-  38 51 56.15257(N)    096 29 17.27599(W)     ADJUSTED  
 JF1365* NAVD 88     -                                                        
 JF1365  ___________________________________________________________________
 JF1365  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 JF1365  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 JF1365
 JF1365  HORZ ORDER  -  THIRD
 JF1365
 JF1365.The horizontal coordinates were established by classical geodetic methods
 JF1365.and adjusted by the National Geodetic Survey in October 1998..
 JF1365
 JF1365
 JF1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1365
 JF1365.The geoid height was determined by GEOID03.
 JF1365
 JF1365;                    North         East     Units Scale Factor Converg.
 JF1365;SPC KS N     -    60,182.301   531,206.268   MT  0.99997930   +0 57 23.7
 JF1365;UTM  14      - 4,304,860.713   717,932.917   MT  1.00018488   +1 34 36.5
 JF1365
 JF1365                          SUPERSEDED SURVEY CONTROL
 JF1365
 JF1365  NAD 83(1986)-  38 51 56.15982(N)    096 29 17.27435(W) AD(       ) 4
 JF1365  NAD 27      -  38 51 56.15112(N)    096 29 16.27489(W) AD(       ) 3
 JF1365
 JF1365.Superseded values are not recommended for survey control.
 JF1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1365.See file dsdata.txt to determine how the superseded data were derived.
 JF1365
 JF1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1793304861(NAD 83)
 JF1365_MARKER: 53 = ELEVATED TANK
 JF1365
 JF1365  HISTORY     - Date     Condition        Report By
 JF1365  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1365
 JF1365                          STATION DESCRIPTION
 JF1365
 JF1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1365'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER
 JF1365'TANK OF ALTA VISTA.  IT IS LOCATED 1 BLOCK EAST OF THE MAIN
 JF1365'PART OF TOWN, NEAR THE CENTER OF A PLAY GROUND AREA.  THE TANK
 JF1365'IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE, OVERALL HEIGHT IS
 JF1365'ABOUT 125 FEET.  THE TANK AND THE SUPPORTING STRUCTURE ARE
 JF1365'PAINTED SILVER.  THE WORD ALTA VISTA IS PAINTED IN BLACK AROUND
 JF1365'THE SIDE OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0754 ***********************************************************************
 HE0754  DESIGNATION -  ALTAMONT
 HE0754  PID         -  HE0754
 HE0754  STATE/COUNTY-  KS/LABETTE
 HE0754  USGS QUAD   -  LABETTE (1974)
 HE0754
 HE0754                         *CURRENT SURVEY CONTROL
 HE0754  ___________________________________________________________________
 HE0754* NAD 83(1997)-  37 11 37.43683(N)    095 14 44.63389(W)     ADJUSTED  
 HE0754* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 HE0754  ___________________________________________________________________
 HE0754  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 HE0754  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 HE0754
 HE0754  HORZ ORDER  -  SECOND
 HE0754
 HE0754.The horizontal coordinates were established by classical geodetic methods
 HE0754.and adjusted by the National Geodetic Survey in October 1998..
 HE0754
 HE0754.The orthometric height was scaled from a topographic map.
 HE0754
 HE0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0754
 HE0754.The geoid height was determined by GEOID03.
 HE0754
 HE0754;                    North         East     Units Scale Factor Converg.
 HE0754;SPC KS S     -   463,538.858   688,877.013   MT  1.00001514   +1 59 59.4
 HE0754;UTM  15      - 4,118,726.164   300,677.858   MT  1.00008943   -1 21 28.9
 HE0754
 HE0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0754!SPC KS S     -   0.99995901  x   1.00001514  =   0.99997415
 HE0754!UTM  15      -   0.99995901  x   1.00008943  =   1.00004844
 HE0754
 HE0754:                Primary Azimuth Mark                     Grid Az
 HE0754:SPC KS S     -  PARSONS KAN ORD PLT TANK 3               023 19 21.0
 HE0754:UTM  15      -  PARSONS KAN ORD PLT TANK 3               026 40 49.3
 HE0754
 HE0754|---------------------------------------------------------------------|
 HE0754| PID    Reference Object                     Distance      Geod. Az  |
 HE0754|                                                           dddmmss.s |
 HE0754| HE0735 PARSONS KAN ORD PLT TANK 3          APPROX.10.7 KM 0251920.4 |
 HE0754| CL4179 ALTAMONT RM 1                        22.884 METERS 10229     |
 HE0754| CL4180 ALTAMONT RM 2                        41.453 METERS 18331     |
 HE0754| CL4178 ALTAMONT AZ MK                                     2690537.4 |
 HE0754|---------------------------------------------------------------------|
 HE0754
 HE0754                          SUPERSEDED SURVEY CONTROL
 HE0754
 HE0754  NAD 83(1997)-  37 11 37.44108(N)    095 14 44.63439(W) AD(       ) 2
 HE0754  NAD 83(1986)-  37 11 37.45130(N)    095 14 44.62143(W) AD(       ) 2
 HE0754  NAD 27      -  37 11 37.21705(N)    095 14 43.74314(W) AD(       ) 2
 HE0754
 HE0754.Superseded values are not recommended for survey control.
 HE0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0754.See file dsdata.txt to determine how the superseded data were derived.
 HE0754
 HE0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0067818726(NAD 83)
 HE0754_MARKER: DS = TRIANGULATION STATION DISK
 HE0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0754
 HE0754  HISTORY     - Date     Condition        Report By
 HE0754  HISTORY     - 1965     MONUMENTED       CGS
 HE0754
 HE0754                          STATION DESCRIPTION
 HE0754
 HE0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0754'THE STATION IS 10 MILES SOUTH OF PARSONS, 7-1/2 MILES
 HE0754'WEST-NORTHWEST OF OSWEGO, 2-3/4 MILES EAST OF ALTAMONT, AND ON THE
 HE0754'NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 59.
 HE0754'
 HE0754'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 HE0754'AND STATE HIGHWAY 96, 1-1/2 MILES EAST OF ALTAMONT, GO EAST ON
 HE0754'HIGHWAY 59 FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HE0754'CONTINUE EAST ON HIGHWAY 59 FOR 0.45 MILE TO A DRIVEWAY
 HE0754'ENTRANCE ON THE RIGHT AND THE STATION ON THE LEFT.
 HE0754'
 HE0754'STATION MARK IS A STANDARD DISK STAMPED ALTAMONT 1964, SET
 HE0754'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 HE0754'1 INCH.  IT IS 86.5 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 HE0754'59, 75 FEET WEST-NORTHWEST OF A POWERLINE POLE, 10.5 FEET
 HE0754'WEST-SOUTHWEST OF A METAL WITNESS POST AND 4.5 FEET SOUTH OF
 HE0754'THE NORTH RIGHT-OF-WAY FENCE.
 HE0754'
 HE0754'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALTAMONT NO 1
 HE0754'1964, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HE0754'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 72.5 NORTH
 HE0754'OF THE CENTERLINE OF THE HIGHWAY, 17 FEET SOUTH OF THE
 HE0754'NORTH RIGHT-OF-WAY FENCE, AND 1.5 FEET NORTH OF THE POWERLINE
 HE0754'POLE.
 HE0754'
 HE0754'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALTAMONT NO 2
 HE0754'1964, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HE0754'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 76 FEET WEST
 HE0754'OF A CONCRETE HIGHWAY MARKER, 63 FEET WEST OF THE CENTERLINE
 HE0754'OF A DRIVEWAY, 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 HE0754'AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 HE0754'
 HE0754'AZIMUTH MARK IS A STANDARD DISK STAMPED ALTAMONT 1964, CEMENTED
 HE0754'IN A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL OF A CULVERT
 HE0754'WHICH IS ABOUT 2 FEET LOWER THAN THE SURFACE OF THE HIGHWAY.
 HE0754'IT IS 71 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE,
 HE0754'33 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 59, 1 FOOT WEST
 HE0754'OF THE EAST END OF THE HEADWALL AND 4 FEET NORTHWEST OF A
 HE0754'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0761 ***********************************************************************
 HE0761  DESIGNATION -  ALTAMONT MUNICIPAL TANK
 HE0761  PID         -  HE0761
 HE0761  STATE/COUNTY-  KS/LABETTE
 HE0761  USGS QUAD   -  ALTAMONT (1974)
 HE0761
 HE0761                         *CURRENT SURVEY CONTROL
 HE0761  ___________________________________________________________________
 HE0761* NAD 83(1997)-  37 11 28.09283(N)    095 17 17.97892(W)     ADJUSTED  
 HE0761* NAVD 88     -                                                        
 HE0761  ___________________________________________________________________
 HE0761  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 HE0761  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 HE0761
 HE0761  HORZ ORDER  -  THIRD
 HE0761
 HE0761.The horizontal coordinates were established by classical geodetic methods
 HE0761.and adjusted by the National Geodetic Survey in October 1998..
 HE0761
 HE0761
 HE0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0761
 HE0761.The geoid height was determined by GEOID03.
 HE0761
 HE0761;                    North         East     Units Scale Factor Converg.
 HE0761;SPC KS S     -   463,119.853   685,107.264   MT  1.00001571   +1 58 25.2
 HE0761;UTM  15      - 4,118,528.648   296,889.724   MT  1.00010821   -1 23 01.4
 HE0761
 HE0761                          SUPERSEDED SURVEY CONTROL
 HE0761
 HE0761  NAD 83(1997)-  37 11 28.09698(N)    095 17 17.97833(W) AD(       ) 4
 HE0761  NAD 83(1986)-  37 11 28.10782(N)    095 17 17.96615(W) AD(       ) 4
 HE0761  NAD 27      -  37 11 27.86086(N)    095 17 17.06484(W) AD(       ) 3
 HE0761
 HE0761.Superseded values are not recommended for survey control.
 HE0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0761.See file dsdata.txt to determine how the superseded data were derived.
 HE0761
 HE0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9689018529(NAD 83)
 HE0761_MARKER: 51 = TANK
 HE0761
 HE0761  HISTORY     - Date     Condition        Report By
 HE0761  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0761
 HE0761                          STATION DESCRIPTION
 HE0761
 HE0761'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0759 ***********************************************************************
 HE0759  DESIGNATION -  ALTAMONT REA RAD KAB 484 MAST
 HE0759  PID         -  HE0759
 HE0759  STATE/COUNTY-  KS/LABETTE
 HE0759  USGS QUAD   -  ALTAMONT (1974)
 HE0759
 HE0759                         *CURRENT SURVEY CONTROL
 HE0759  ___________________________________________________________________
 HE0759* NAD 83(1997)-  37 11 29.70007(N)    095 17 48.00923(W)     ADJUSTED  
 HE0759* NAVD 88     -                                                        
 HE0759  ___________________________________________________________________
 HE0759  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HE0759  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 HE0759
 HE0759  HORZ ORDER  -  THIRD
 HE0759
 HE0759.The horizontal coordinates were established by classical geodetic methods
 HE0759.and adjusted by the National Geodetic Survey in October 1998..
 HE0759
 HE0759
 HE0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0759
 HE0759.The geoid height was determined by GEOID03.
 HE0759
 HE0759;                    North         East     Units Scale Factor Converg.
 HE0759;SPC KS S     -   463,143.897   684,365.338   MT  1.00001561   +1 58 06.7
 HE0759;UTM  15      - 4,118,596.107   296,150.410   MT  1.00011192   -1 23 19.6
 HE0759
 HE0759                          SUPERSEDED SURVEY CONTROL
 HE0759
 HE0759  NAD 83(1997)-  37 11 29.70401(N)    095 17 48.00937(W) AD(       ) 4
 HE0759  NAD 83(1986)-  37 11 29.71462(N)    095 17 47.99612(W) AD(       ) 4
 HE0759  NAD 27      -  37 11 29.47552(N)    095 17 47.10768(W) AD(       ) 3
 HE0759
 HE0759.Superseded values are not recommended for survey control.
 HE0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0759.See file dsdata.txt to determine how the superseded data were derived.
 HE0759
 HE0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9615018596(NAD 83)
 HE0759_MARKER: 42 = RADIO/TV MAST
 HE0759
 HE0759  HISTORY     - Date     Condition        Report By
 HE0759  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0759
 HE0759                          STATION DESCRIPTION
 HE0759
 HE0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0759'THE STATION IS THE CENTER OF A 149 FOOT HIGH, STEEL MAST,
 HE0759'LOCATED NEAR THE CENTER OF TOWN AND ABOUT 200 FEET EAST OF MAIN
 HE0759'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0760 ***********************************************************************
 HE0760  DESIGNATION -  ALTAMONT W MUNICIPAL TANK
 HE0760  PID         -  HE0760
 HE0760  STATE/COUNTY-  KS/LABETTE
 HE0760  USGS QUAD   -  ALTAMONT (1974)
 HE0760
 HE0760                         *CURRENT SURVEY CONTROL
 HE0760  ___________________________________________________________________
 HE0760* NAD 83(1997)-  37 11 25.03038(N)    095 17 42.56108(W)     ADJUSTED  
 HE0760* NAVD 88     -                                                        
 HE0760  ___________________________________________________________________
 HE0760  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HE0760  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 HE0760
 HE0760  HORZ ORDER  -  THIRD
 HE0760
 HE0760.The horizontal coordinates were established by classical geodetic methods
 HE0760.and adjusted by the National Geodetic Survey in October 1998..
 HE0760
 HE0760
 HE0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0760
 HE0760.The geoid height was determined by GEOID03.
 HE0760
 HE0760;                    North         East     Units Scale Factor Converg.
 HE0760;SPC KS S     -   463,004.639   684,504.577   MT  1.00001589   +1 58 10.1
 HE0760;UTM  15      - 4,118,448.919   296,281.268   MT  1.00011126   -1 23 16.1
 HE0760
 HE0760                          SUPERSEDED SURVEY CONTROL
 HE0760
 HE0760  NAD 83(1997)-  37 11 25.03432(N)    095 17 42.56121(W) AD(       ) 4
 HE0760  NAD 83(1986)-  37 11 25.04503(N)    095 17 42.54795(W) AD(       ) 4
 HE0760  NAD 27      -  37 11 24.80558(N)    095 17 41.66003(W) AD(       ) 3
 HE0760
 HE0760.Superseded values are not recommended for survey control.
 HE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0760.See file dsdata.txt to determine how the superseded data were derived.
 HE0760
 HE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9628118449(NAD 83)
 HE0760_MARKER: 53 = ELEVATED TANK
 HE0760
 HE0760  HISTORY     - Date     Condition        Report By
 HE0760  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0760  HISTORY     - 1978     GOOD             NGS
 HE0760
 HE0760                          STATION DESCRIPTION
 HE0760
 HE0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0760'THE STATION IS THE CENTER OF THE TOP OF A 140 FOOT HIGH, SPHEROID
 HE0760'TYPE, ELEVATED TANK, PAINTED ALUMNIUM.  IT IS LOCATED IN THE WEST
 HE0760'PART OF TOWN, ABOUT 500 FEET WEST OF WABASH AVENUE AND
 HE0760'ABOUT NORTH OF THE RAILROAD TRACKS.
 HE0760
 HE0760                          STATION RECOVERY (1978)
 HE0760
 HE0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HE0760'THE STATION, ALTAMONT WEST MUNICIPAL WATER TANK, WAS RECOVERED AS
 HE0760'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0736 ***********************************************************************
 KG0736  DESIGNATION -  ALTON
 KG0736  PID         -  KG0736
 KG0736  STATE/COUNTY-  KS/OSBORNE
 KG0736  USGS QUAD   -  WOODSTON (1979)
 KG0736
 KG0736                         *CURRENT SURVEY CONTROL
 KG0736  ___________________________________________________________________
 KG0736* NAD 83(1997)-  39 27 56.52124(N)    099 00 24.69080(W)     ADJUSTED  
 KG0736* NAVD 88     -       536.00   (+/-2cm)    1758.5    (feet)  VERTCON   
 KG0736  ___________________________________________________________________
 KG0736  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 KG0736  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 KG0736
 KG0736  HORZ ORDER  -  THIRD
 KG0736  VERT ORDER  -  THIRD ? (See Below)
 KG0736
 KG0736.The horizontal coordinates were established by classical geodetic methods
 KG0736.and adjusted by the National Geodetic Survey in October 1998..
 KG0736
 KG0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0736.The vertical order pertains to the NGVD 29 superseded value.
 KG0736
 KG0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0736
 KG0736.The geoid height was determined by GEOID03.
 KG0736
 KG0736;                    North         East     Units Scale Factor Converg.
 KG0736;SPC KS N     -   126,188.730   313,359.018   MT  0.99996387   -0 38 13.4
 KG0736;UTM  14      - 4,368,457.944   499,410.018   MT  0.99960000   -0 00 15.7
 KG0736
 KG0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0736!SPC KS N     -   0.99992000  x   0.99996387  =   0.99988387
 KG0736!UTM  14      -   0.99992000  x   0.99960000  =   0.99952003
 KG0736
 KG0736|---------------------------------------------------------------------|
 KG0736| PID    Reference Object                     Distance      Geod. Az  |
 KG0736|                                                           dddmmss.s |
 KG0736| CN8564 ALTON RM 1                           15.861 METERS 01000     |
 KG0736| KG0659 ALTON MUNICIPAL TANK                APPROX. 5.2 KM 0900158.3 |
 KG0736| CN8563 ALTON AZ MK                                        2232938.2 |
 KG0736| KG0735 WOODSTON MUNICIPAL TANK             APPROX. 7.9 KM 2603146.1 |
 KG0736| CN8565 ALTON RM 2                           16.971 METERS 26431     |
 KG0736|---------------------------------------------------------------------|
 KG0736
 KG0736                          SUPERSEDED SURVEY CONTROL
 KG0736
 KG0736  NAD 83(1986)-  39 27 56.52816(N)    099 00 24.69221(W) AD(       ) 3
 KG0736  NAD 27      -  39 27 56.48800(N)    099 00 23.38000(W) AD(       ) 3
 KG0736  NGVD 29 (07/19/86)  535.78   (m)         1757.8    (f) LEVELING    3  
 KG0736
 KG0736.Superseded values are not recommended for survey control.
 KG0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0736.See file dsdata.txt to determine how the superseded data were derived.
 KG0736
 KG0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ9941068458(NAD 83)
 KG0736_MARKER: DS = TRIANGULATION STATION DISK
 KG0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0736
 KG0736  HISTORY     - Date     Condition        Report By
 KG0736  HISTORY     - 1950     MONUMENTED       CGS
 KG0736
 KG0736                          STATION DESCRIPTION
 KG0736
 KG0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0736'THE STATION IS LOCATED ABOUT 5.0 MILES EAST AND 1.0 MILE NORTH OF
 KG0736'WOODSTON AND ABOUT 3.0 MILES WEST OF ALTON ON A RIDGE IN PASTURE
 KG0736'LAND OWNED BY MR. W.R. DUGAN.  IT IS 8.0 FEET SOUTH OF A WITNESS
 KG0736'POST, PROJECTS 5 INCHES AND IS STAMPED ALTON 1950.
 KG0736'
 KG0736'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION,
 KG0736'PROJECTS 6 INCHES AND IS STAMPED ALTON NO 1 1950.
 KG0736'
 KG0736'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE
 KG0736'STATION, PROJECTS 6 INCHES AND IS STAMPED ALTON NO 2 1950.
 KG0736'
 KG0736'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KG0736'NO. 2 IS 85.76 FEET.
 KG0736'
 KG0736'THE AZIMUTH MARK IS 67.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 KG0736'NO. 24, 2.0 FEET EAST OF A WITNESS POST AND 0.5 OF A FOOT
 KG0736'SOUTH OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED ALTON
 KG0736'1950.
 KG0736'
 KG0736'TO REACH THE STATION FROM THE POST OFFICE IN ALTON, GO NORTH ON
 KG0736'A GRAVELED STREET FOR 0.4 MILE TO U.S. HIGHWAY NO. 24, TURN LEFT
 KG0736'AND GO WEST ON U.S. HIGHWAY NO. 24 FOR 3.1 MILES TO A CROSSROAD
 KG0736'AT TWO LARGE MAIL BOXES ON THE RIGHT AND A WIRE GATE IN THE
 KG0736'SOUTHEAST CORNER OF A PASTURE FENCE.  GO THROUGH THIS WIRE GATE
 KG0736'AND PICK WAY WEST-NORTHWEST ACROSS PASTURE FOR 0.45 MILE TO THE
 KG0736'TOP OF THE RIDGE AND THE STATION AS DESCRIBED.
 KG0736'
 KG0736'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST
 KG0736'ACROSS PASTURE FOR 0.45 TO A WIRE GATE IN THE SOUTHEAST CORNER
 KG0736'OF THE PASTURE, PASS THROUGH WIRE GATE AND TURN RIGHT AND GO
 KG0736'WEST ON U.S. HIGHWAY NO. 24 FOR 0.75 MILE TO A POINT JUST
 KG0736'AFTER CROSSING A SMALL CONCRETE BRIDGE AND THE AZIMUTH MARK ON
 KG0736'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0659 ***********************************************************************
 KG0659  DESIGNATION -  ALTON MUNICIPAL TANK
 KG0659  PID         -  KG0659
 KG0659  STATE/COUNTY-  KS/OSBORNE
 KG0659  USGS QUAD   -  ALTON (1979)
 KG0659
 KG0659                         *CURRENT SURVEY CONTROL
 KG0659  ___________________________________________________________________
 KG0659* NAD 83(1997)-  39 27 56.36794(N)    098 56 47.08626(W)     ADJUSTED  
 KG0659* NAVD 88     -                                                        
 KG0659  ___________________________________________________________________
 KG0659  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KG0659  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 KG0659
 KG0659  HORZ ORDER  -  THIRD
 KG0659
 KG0659.The horizontal coordinates were established by classical geodetic methods
 KG0659.and adjusted by the National Geodetic Survey in October 1998..
 KG0659
 KG0659
 KG0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0659
 KG0659.The geoid height was determined by GEOID03.
 KG0659
 KG0659;                    North         East     Units Scale Factor Converg.
 KG0659;SPC KS N     -   126,127.906   318,560.174   MT  0.99996387   -0 35 55.7
 KG0659;UTM  14      - 4,368,454.566   504,609.637   MT  0.99960026   +0 02 02.6
 KG0659
 KG0659                          SUPERSEDED SURVEY CONTROL
 KG0659
 KG0659  NAD 83(1986)-  39 27 56.37482(N)    098 56 47.08784(W) AD(       ) 4
 KG0659  NAD 27      -  39 27 56.33500(N)    098 56 45.78500(W) AD(       ) 3
 KG0659
 KG0659.Superseded values are not recommended for survey control.
 KG0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0659.See file dsdata.txt to determine how the superseded data were derived.
 KG0659
 KG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ0461068455(NAD 83)
 KG0659_MARKER: 53 = ELEVATED TANK
 KG0659
 KG0659  HISTORY     - Date     Condition        Report By
 KG0659  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0659
 KG0659                          STATION DESCRIPTION
 KG0659
 KG0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0659'THE STATION IS LOCATED IN THE SOUTH EDGE OF ALTON, 60 FEET EAST
 KG0659'OF A NORTH-SOUTH STREET AND 145 FEET SOUTH OF AN EAST-WEST
 KG0659'STREET.  IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A TANK
 KG0659'ON THE TOP.  THE OVERALL HEIGHT IS 125 FEET AND THE POINT
 KG0659'OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0861 ***********************************************************************
 HE0861  DESIGNATION -  ALTOONA
 HE0861  PID         -  HE0861
 HE0861  STATE/COUNTY-  KS/WILSON
 HE0861  USGS QUAD   -  FIVE MOUNDS (1963)
 HE0861
 HE0861                         *CURRENT SURVEY CONTROL
 HE0861  ___________________________________________________________________
 HE0861* NAD 83(1997)-  37 30 28.39563(N)    095 37 09.02074(W)     ADJUSTED  
 HE0861* NAVD 88     -       289.     (meters)     948.     (feet)  SCALED    
 HE0861  ___________________________________________________________________
 HE0861  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HE0861  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HE0861
 HE0861  HORZ ORDER  -  SECOND
 HE0861
 HE0861.The horizontal coordinates were established by classical geodetic methods
 HE0861.and adjusted by the National Geodetic Survey in October 1998..
 HE0861
 HE0861.The orthometric height was scaled from a topographic map.
 HE0861
 HE0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0861
 HE0861.The geoid height was determined by GEOID03.
 HE0861
 HE0861;                    North         East     Units Scale Factor Converg.
 HE0861;SPC KS S     -   497,297.305   654,661.285   MT  0.99996133   +1 46 13.3
 HE0861;UTM  15      - 4,154,439.495   268,494.467   MT  1.00026021   -1 35 43.6
 HE0861
 HE0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0861!SPC KS S     -   0.99995943  x   0.99996133  =   0.99992076
 HE0861!UTM  15      -   0.99995943  x   1.00026021  =   1.00021962
 HE0861
 HE0861:                Primary Azimuth Mark                     Grid Az
 HE0861:SPC KS S     -  ALTOONA AZ MK                            021 49 57.3
 HE0861:UTM  15      -  ALTOONA AZ MK                            025 11 54.2
 HE0861
 HE0861|---------------------------------------------------------------------|
 HE0861| PID    Reference Object                     Distance      Geod. Az  |
 HE0861|                                                           dddmmss.s |
 HE0861| CL4181 ALTOONA AZ MK                                      0233610.6 |
 HE0861| HE0862 EARLTON MICROWAVE MAST              APPROX.13.7 KM 0460319.4 |
 HE0861| HE0803 THAYER MUNICIPAL TANK               APPROX.13.2 KM 0991005.8 |
 HE0861| CL4182 ALTOONA RM 1                          9.708 METERS 19239     |
 HE0861| CL4183 ALTOONA RM 2                         10.406 METERS 25417     |
 HE0861|---------------------------------------------------------------------|
 HE0861
 HE0861                          SUPERSEDED SURVEY CONTROL
 HE0861
 HE0861  NAD 83(1997)-  37 30 28.39973(N)    095 37 09.02021(W) AD(       ) 2
 HE0861  NAD 83(1986)-  37 30 28.40482(N)    095 37 09.00580(W) AD(       ) 2
 HE0861  NAD 27      -  37 30 28.19948(N)    095 37 08.07805(W) AD(       ) 2
 HE0861
 HE0861.Superseded values are not recommended for survey control.
 HE0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0861.See file dsdata.txt to determine how the superseded data were derived.
 HE0861
 HE0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6849454439(NAD 83)
 HE0861_MARKER: DS = TRIANGULATION STATION DISK
 HE0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0861
 HE0861  HISTORY     - Date     Condition        Report By
 HE0861  HISTORY     - 1965     MONUMENTED       CGS
 HE0861
 HE0861                          STATION DESCRIPTION
 HE0861
 HE0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0861'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF EARLTON,
 HE0861'8 MILES WEST OF THAYER, 2-1/2 MILES SOUTHEAST OF ALTOONA,
 HE0861'ON THE NORTH END AND HIGHEST POINT OF A SHORT NORTH-SOUTH
 HE0861'RIDGE.
 HE0861'
 HE0861'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75
 HE0861'AND STATE HIGHWAY 47 IN ALTOONA, GO EAST ON STATE HIGHWAY
 HE0861'47 FOR 2.4 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH
 HE0861'ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH
 HE0861'MARK ON THE RIGHT.  CONTINUE AHEAD, SOUTH, ON THE GRAVELED
 HE0861'ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT LEADING TO
 HE0861'A FARM HOUSE.  TURN RIGHT AND GO WEST FOR 0.25 MILE TO
 HE0861'A GATE AT A SOUTHWEST FENCE CORNER JUST BEFORE REACHING
 HE0861'THE FARM HOUSE.  PASS THROUGH THE GATE AND TURN BACK SHARP
 HE0861'LEFT, EAST, AND GO EAST AND SOUTHEAST, UPHILL, FOR 0.05 MILE TO
 HE0861'THE HIGHEST POINT OF THE RIDGE AND THE STATION.
 HE0861'
 HE0861'THE STATION MARK IS A STANDARD DISK, STAMPED ALTOONA 1964,
 HE0861'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0861'4 INCHES.
 HE0861'
 HE0861'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALTOONA NO
 HE0861'1 1964, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HE0861'THAT PROJECTS 1 INCH.  IT IS AT A POINT WHERE THE RIDGE
 HE0861'TOP STARTS TO SLOPE OFF TO THE EAST AND AT ABOUT THE SAME
 HE0861'ELEVATION AS THE STATION.
 HE0861'
 HE0861'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALTOONA NO
 HE0861'2 1964, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HE0861'THAT IS FLUSH WITH THE GROUND.  IT IS ON THE WEST SLOPE
 HE0861'OF THE RIDGE ABOUT 18 INCHES LOWER THAN THE STATION.
 HE0861'
 HE0861'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALTOONA 1964,
 HE0861'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST WINGWALL OF A
 HE0861'SMALL, CEMENT, BOX CULVERT.  IT IS 178 FEET SOUTH OF AN
 HE0861'EAST-WEST ROAD, 15 FEET WEST OF A NORTH-SOUTH ROAD AND 1.3
 HE0861'FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0863 ***********************************************************************
 HE0863  DESIGNATION -  ALTOONA MUNICIPAL TANK
 HE0863  PID         -  HE0863
 HE0863  STATE/COUNTY-  KS/WILSON
 HE0863  USGS QUAD   -  ALTOONA (1984)
 HE0863
 HE0863                         *CURRENT SURVEY CONTROL
 HE0863  ___________________________________________________________________
 HE0863* NAD 83(1997)-  37 31 48.55784(N)    095 39 41.70551(W)     ADJUSTED  
 HE0863* NAVD 88     -                                                        
 HE0863  ___________________________________________________________________
 HE0863  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 HE0863  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HE0863
 HE0863  HORZ ORDER  -  THIRD
 HE0863
 HE0863.The horizontal coordinates were established by classical geodetic methods
 HE0863.and adjusted by the National Geodetic Survey in October 1998..
 HE0863
 HE0863
 HE0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0863
 HE0863.The geoid height was determined by GEOID03.
 HE0863
 HE0863;                    North         East     Units Scale Factor Converg.
 HE0863;SPC KS S     -   499,652.456   650,838.027   MT  0.99995865   +1 44 39.4
 HE0863;UTM  15      - 4,157,015.869   264,814.946   MT  1.00028136   -1 37 19.6
 HE0863
 HE0863                          SUPERSEDED SURVEY CONTROL
 HE0863
 HE0863  NAD 83(1997)-  37 31 48.56212(N)    095 39 41.70479(W) AD(       ) 4
 HE0863  NAD 83(1986)-  37 31 48.56705(N)    095 39 41.69075(W) AD(       ) 4
 HE0863  NAD 27      -  37 31 48.36900(N)    095 39 40.76200(W) AD(       ) 3
 HE0863
 HE0863.Superseded values are not recommended for survey control.
 HE0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0863.See file dsdata.txt to determine how the superseded data were derived.
 HE0863
 HE0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6481557016(NAD 83)
 HE0863_MARKER: 51 = TANK
 HE0863
 HE0863  HISTORY     - Date     Condition        Report By
 HE0863  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0863  HISTORY     - 1965     GOOD             CGS
 HE0863
 HE0863                          STATION DESCRIPTION
 HE0863
 HE0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0863'THE STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0743 ***********************************************************************
 KH0743  DESIGNATION -  ALTORY
 KH0743  PID         -  KH0743
 KH0743  STATE/COUNTY-  KS/DECATUR
 KH0743  USGS QUAD   -  KANONA SE (1965)
 KH0743
 KH0743                         *CURRENT SURVEY CONTROL
 KH0743  ___________________________________________________________________
 KH0743* NAD 83(1997)-  39 49 42.32043(N)    100 19 30.56990(W)     ADJUSTED  
 KH0743* NAVD 88     -       831.     (meters)    2726.     (feet)  SCALED    
 KH0743  ___________________________________________________________________
 KH0743  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 KH0743  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 KH0743
 KH0743  HORZ ORDER  -  THIRD
 KH0743
 KH0743.The horizontal coordinates were established by classical geodetic methods
 KH0743.and adjusted by the National Geodetic Survey in October 1998..
 KH0743
 KH0743.The orthometric height was scaled from a topographic map.
 KH0743
 KH0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0743
 KH0743.The geoid height was determined by GEOID03.
 KH0743
 KH0743;                    North         East     Units Scale Factor Converg.
 KH0743;SPC KS N     -   168,533.944   200,970.058   MT  1.00000763   -1 28 16.2
 KH0743;UTM  14      - 4,409,554.064   386,600.445   MT  0.99975831   -0 50 55.8
 KH0743
 KH0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0743!SPC KS N     -   0.99987345  x   1.00000763  =   0.99988108
 KH0743!UTM  14      -   0.99987345  x   0.99975831  =   0.99963179
 KH0743
 KH0743:                Primary Azimuth Mark                     Grid Az
 KH0743:SPC KS N     -  NORCATUR MUNICIPAL TANK                  085 27 48.2
 KH0743:UTM  14      -  NORCATUR MUNICIPAL TANK                  084 50 27.8
 KH0743
 KH0743|---------------------------------------------------------------------|
 KH0743| PID    Reference Object                     Distance      Geod. Az  |
 KH0743|                                                           dddmmss.s |
 KH0743| KH0722 NORCATUR MUNICIPAL TANK             APPROX.11.6 KM 0835932.0 |
 KH0743| CN8567 ALTORY RM 1                          10.733 METERS 09115     |
 KH0743| CN8566 ALTORY AZ MK                                       2675153.0 |
 KH0743| CN8568 ALTORY RM 2                          10.943 METERS 27122     |
 KH0743|---------------------------------------------------------------------|
 KH0743
 KH0743                          SUPERSEDED SURVEY CONTROL
 KH0743
 KH0743  NAD 83(1997)-  39 49 42.32104(N)    100 19 30.57033(W) AD(       ) 3
 KH0743  NAD 83(1986)-  39 49 42.32552(N)    100 19 30.57308(W) AD(       ) 3
 KH0743  NAD 27      -  39 49 42.29800(N)    100 19 29.07100(W) AD(       ) 3
 KH0743
 KH0743.Superseded values are not recommended for survey control.
 KH0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0743.See file dsdata.txt to determine how the superseded data were derived.
 KH0743
 KH0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK8660009554(NAD 83)
 KH0743_MARKER: DS = TRIANGULATION STATION DISK
 KH0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0743
 KH0743  HISTORY     - Date     Condition        Report By
 KH0743  HISTORY     - 1950     MONUMENTED       CGS
 KH0743
 KH0743                          STATION DESCRIPTION
 KH0743
 KH0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0743'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY
 KH0743'NO. 36 ABOUT 7.0 MILES WEST OF NORCATUR AND 4.5 MILES NORTHEAST
 KH0743'OF THE SMALL COMMUNITY OF KANONA.  IT IS NEAR THE SOUTH EDGE
 KH0743'OF A CULTIVATED FIELD, 88.0 FEET NORTH OF THE CENTER OF U.S.
 KH0743'HIGHWAY NO. 36, 5.0 FEET WEST OF A WITNESS POST AND 4.0 FEET
 KH0743'EAST-NORTHEAST OF A POWERLINE POLE REA CO-OP OR 89.  IT PROJECTS
 KH0743'2 INCHES AND IS STAMPED ALTORY 1950.
 KH0743'
 KH0743'REFERENCE MARK NO. 1 IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED
 KH0743'FIELD, 88.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 36
 KH0743'AND DIRECTLY UNDER A POWERLINE.  IT PROJECTS 2 INCHES AND IS
 KH0743'STAMPED ALTORY NO 1 1950.
 KH0743'
 KH0743'REFERENCE MARK NO. 2 IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED
 KH0743'FIELD, 88.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 36
 KH0743'AND DIRECTLY UNDER A POWERLINE.  IT PROJECTS 2 INCHES AND
 KH0743'IS STAMPED ALTORY NO 2 1950.
 KH0743'
 KH0743'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0743'NO. 2 IS 71.1 FEET.
 KH0743'
 KH0743'THE AZIMUTH MARK IS 82.0 FEET EAST OF A TELEPHONE POLE, 72.0
 KH0743'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 36, 65.0 FEET WEST
 KH0743'OF A TELEPHONE POLE, 1.5 FEET EAST OF A WITNESS POST AND 1.0
 KH0743'FOOT NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 KH0743'ALTORY 1950.
 KH0743'
 KH0743'TO REACH THE STATION FROM THE POST OFFICE IN NORCATUR, GO SOUTH
 KH0743'ON AN OILED ROAD FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 KH0743'NO. 36.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY NO. 36 FOR
 KH0743'7.2 MILES TO A POINT WHERE THE HIGHWAY PASSES THROUGH A DEEP
 KH0743'CUT AND THE STATION ON THE RIGHT AS DESCRIBED.
 KH0743'
 KH0743'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 KH0743'HIGHWAY NO. 36 FOR 0.7 MILE TO THE TOP OF A SMALL RISE AND THE
 KH0743'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1187 ***********************************************************************
 HF1187  DESIGNATION -  AMARILLO KANSAS CITY AWY BN 33
 HF1187  PID         -  HF1187
 HF1187  STATE/COUNTY-  KS/BUTLER
 HF1187  USGS QUAD   -  DE GRAFF (1961)
 HF1187
 HF1187                         *CURRENT SURVEY CONTROL
 HF1187  ___________________________________________________________________
 HF1187* NAD 83(1997)-  37 57 40.13795(N)    096 47 10.21853(W)     ADJUSTED  
 HF1187* NAVD 88     -                                                        
 HF1187  ___________________________________________________________________
 HF1187  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 HF1187  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 HF1187
 HF1187  HORZ ORDER  -  THIRD
 HF1187
 HF1187.The horizontal coordinates were established by classical geodetic methods
 HF1187.and adjusted by the National Geodetic Survey in October 1998..
 HF1187
 HF1187
 HF1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1187
 HF1187.The geoid height was determined by GEOID03.
 HF1187
 HF1187;                    North         East     Units Scale Factor Converg.
 HF1187;SPC KS S     -   545,052.122   550,591.037   MT  0.99993621   +1 03 11.5
 HF1187;UTM  14      - 4,203,816.329   694,482.583   MT  1.00006587   +1 21 44.0
 HF1187
 HF1187                          SUPERSEDED SURVEY CONTROL
 HF1187
 HF1187  NAD 83(1997)-  37 57 40.14649(N)    096 47 10.20956(W) AD(       ) 4
 HF1187  NAD 83(1986)-  37 57 40.15034(N)    096 47 10.21223(W) AD(       ) 4
 HF1187  NAD 27      -  37 57 40.08157(N)    096 47 09.11706(W) AD(       ) 3
 HF1187
 HF1187.Superseded values are not recommended for survey control.
 HF1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1187.See file dsdata.txt to determine how the superseded data were derived.
 HF1187
 HF1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH9448303816(NAD 83)
 HF1187_MARKER: 22 = AIRWAY BEACON
 HF1187
 HF1187  HISTORY     - Date     Condition        Report By
 HF1187  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1187  HISTORY     - 1940     GOOD             CGS
 HF1187
 HF1187                          STATION DESCRIPTION
 HF1187
 HF1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1187'POINT OBSERVED UPON WAS THE REVOLVING LIGHT OF DEPARTMENT OF
 HF1187'COMMERCE AIR BEACON NO. 33, ON THE KANSAS CITY-WICHITA AIR
 HF1187'LINE.  TO REACH FROM THE RAILROAD STATION IN CASSODAY, GO
 HF1187'SOUTHWEST ON STATE HIGHWAY 13 FOR 4.5 MILES, TAKE RIGHT FORK,
 HF1187'GO 5.4 MILES, TURN LEFT (SOUTH), GO 1.6 MILES TO BEACON ON
 HF1187'RIGHT (WEST).
 HF1187'
 HF1187'STATION WAS OBSERVED UPON FROM MANKA, PONTIAC, ERWIN AND CHASE.
 HF1187
 HF1187                          STATION RECOVERY (1940)
 HF1187
 HF1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1187'STATION IS A STANDARD AIRWAY BEACON, AND IS NO. 33, ON THE LINE
 HF1187'FROM AMARILLO, TEXAS, TO KANSAS CITY MISSOURI.  THE STATION
 HF1187'WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1196 ***********************************************************************
 HF1196  DESIGNATION -  AMARILLO KANSAS CITY AWY BN 32
 HF1196  PID         -  HF1196
 HF1196  STATE/COUNTY-  KS/BUTLER
 HF1196  USGS QUAD   -  EL DORADO NW (1961)
 HF1196
 HF1196                         *CURRENT SURVEY CONTROL
 HF1196  ___________________________________________________________________
 HF1196* NAD 83(1997)-  37 53 49.53429(N)    096 55 57.22750(W)     ADJUSTED  
 HF1196* NAVD 88     -                                                        
 HF1196  ___________________________________________________________________
 HF1196  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 HF1196  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF1196
 HF1196  HORZ ORDER  -  THIRD
 HF1196
 HF1196.The horizontal coordinates were established by classical geodetic methods
 HF1196.and adjusted by the National Geodetic Survey in October 1998..
 HF1196
 HF1196
 HF1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1196
 HF1196.The geoid height was determined by GEOID03.
 HF1196
 HF1196;                    North         East     Units Scale Factor Converg.
 HF1196;SPC KS S     -   537,717.265   537,848.672   MT  0.99993598   +0 57 47.6
 HF1196;UTM  14      - 4,196,412.339   681,778.560   MT  1.00000700   +1 16 12.9
 HF1196
 HF1196                          SUPERSEDED SURVEY CONTROL
 HF1196
 HF1196  NAD 83(1997)-  37 53 49.54159(N)    096 55 57.21627(W) AD(       ) 4
 HF1196  NAD 83(1986)-  37 53 49.54655(N)    096 55 57.21858(W) AD(       ) 4
 HF1196  NAD 27      -  37 53 49.47742(N)    096 55 56.09192(W) AD(       ) 3
 HF1196
 HF1196.Superseded values are not recommended for survey control.
 HF1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1196.See file dsdata.txt to determine how the superseded data were derived.
 HF1196
 HF1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8177996412(NAD 83)
 HF1196_MARKER: 22 = AIRWAY BEACON
 HF1196
 HF1196  HISTORY     - Date     Condition        Report By
 HF1196  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1196  HISTORY     - 1940     GOOD             CGS
 HF1196
 HF1196                          STATION DESCRIPTION
 HF1196
 HF1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1196'POINT OBSERVED UPON WAS REVOLVING BEACON LIGHT ON DEPARTMENT
 HF1196'OF COMMERCE AIR BEACON NO. 32, WICHITA-KANSAS CITY LINE.
 HF1196'TO REACH FROM INTERSECTION OF MAIN STREET AND CENTRAL AVENUE
 HF1196'IN ELDORADO, GO WEST ON CENTRAL AVENUE FOR 1.4 MILES, THENCE
 HF1196'FOLLOW MAIN WINDING ROAD THROUGH OIL HILL, 2.7 MILES, CONTINUE
 HF1196'ON MAIN ROAD PARALLELLING RAILROAD TRACKS 4.7 MILES TO GRADE
 HF1196'CROSSING, TURN RIGHT (EAST) ACROSS RAILROAD TRACKS 0.3 MILE
 HF1196'TO SECTION-CORNER ROAD-INTERSECTION AND BEACON ON RIGHT
 HF1196'(SOUTH).  BEACON IS 50 FEET SOUTH AND 50 FEET WEST OF
 HF1196'INTERSECTION OF ROADS.  APPROXIMATELY 50 FEET HIGH.
 HF1196'
 HF1196'STATION OBSERVED UPON FROM SEIBERT, LEON, BOYER, PONTIAC,
 HF1196'ERWIN AND CHASE.
 HF1196
 HF1196                          STATION RECOVERY (1940)
 HF1196
 HF1196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1196'STATION IS A STANDARD AIRWAY BEACON AND IS NO. 32 ON THE LINE
 HF1196'FROM AMARILLO, TEXAS, TO KANSAS CITY, MISSOURI.  IT WAS NOT
 HF1196'VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1203 ***********************************************************************
 HF1203  DESIGNATION -  AMARILLO KANSAS CITY AWY BN 31
 HF1203  PID         -  HF1203
 HF1203  STATE/COUNTY-  KS/BUTLER
 HF1203  USGS QUAD   -  BENTON (1983)
 HF1203
 HF1203                         *CURRENT SURVEY CONTROL
 HF1203  ___________________________________________________________________
 HF1203* NAD 83(1997)-  37 47 45.49446(N)    097 04 50.69892(W)     ADJUSTED  
 HF1203* NAVD 88     -                                                        
 HF1203  ___________________________________________________________________
 HF1203  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 HF1203  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 HF1203
 HF1203  HORZ ORDER  -  THIRD
 HF1203
 HF1203.The horizontal coordinates were established by classical geodetic methods
 HF1203.and adjusted by the National Geodetic Survey in October 1998..
 HF1203
 HF1203
 HF1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1203
 HF1203.The geoid height was determined by GEOID03.
 HF1203
 HF1203;                    North         East     Units Scale Factor Converg.
 HF1203;SPC KS S     -   526,286.624   524,988.262   MT  0.99993816   +0 52 19.8
 HF1203;UTM  14      - 4,184,912.773   668,978.769   MT  0.99995170   +1 10 35.4
 HF1203
 HF1203                          SUPERSEDED SURVEY CONTROL
 HF1203
 HF1203  NAD 83(1997)-  37 47 45.50259(N)    097 04 50.69004(W) AD(       ) 4
 HF1203  NAD 83(1986)-  37 47 45.50911(N)    097 04 50.69115(W) AD(       ) 4
 HF1203  NAD 27      -  37 47 45.44907(N)    097 04 49.54591(W) AD(       ) 3
 HF1203
 HF1203.Superseded values are not recommended for survey control.
 HF1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1203.See file dsdata.txt to determine how the superseded data were derived.
 HF1203
 HF1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6897984913(NAD 83)
 HF1203_MARKER: 21 = AIRPORT BEACON
 HF1203
 HF1203  HISTORY     - Date     Condition        Report By
 HF1203  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1203  HISTORY     - 1940     GOOD             CGS
 HF1203
 HF1203                          STATION DESCRIPTION
 HF1203
 HF1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1203'POINT OBSERVED UPON WAS REVOLVING BEACON LIGHT ON DEPARTMENT
 HF1203'OF COMMERCE AIR BEACON NO. 31, WICHITA-KANSAS CITY LINE.
 HF1203'TO REACH FROM THE INTERSECTION OF MAIN STREET AND CENTRAL
 HF1203'AVENUE IN ELDORADO, GO WEST ON CENTRAL AVENUE 1.6 MILES,
 HF1203'THENCE LEFT (SOUTH) 1.5 MILES, THENCE RIGHT (WEST) 9.0 MILES
 HF1203'TO BEACON ON LEFT (SOUTH) 50 FEET SOUTH AND 50 FEET WEST
 HF1203'OF SECTION CORNER ROAD INTERSECTION.  ABOUT 50 FEET HIGH.
 HF1203'
 HF1203'STATION OBSERVED UPON FROM SEIBERT, LEON AND BOYER.
 HF1203
 HF1203                          STATION RECOVERY (1940)
 HF1203
 HF1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1203'STATION IS A LIGHTED AIRWAY BEACON, NO.31, ON THE LINE
 HF1203'FROM AMARILLO, TEXAS, TO KANSAS CITY, MISSOURI.  IT IS LOCATED
 HF1203'ON PROPERTY OWNED BY MR. C.H. MC CUNE, 50 FEET S OF AN E-W
 HF1203'ROAD, AND 40 FEET W OF N-S ROAD.  THE LIGHT IS SET ON A
 HF1203'55-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1245 ***********************************************************************
 HF1245  DESIGNATION -  AMARILLO KANSAS CITY AWY BN 28
 HF1245  PID         -  HF1245
 HF1245  STATE/COUNTY-  KS/SEDGWICK
 HF1245  USGS QUAD   -  BAYNEVILLE (1981)
 HF1245
 HF1245                         *CURRENT SURVEY CONTROL
 HF1245  ___________________________________________________________________
 HF1245* NAD 83(1997)-  37 32 04.57048(N)    097 25 12.05587(W)     ADJUSTED  
 HF1245* NAVD 88     -                                                        
 HF1245  ___________________________________________________________________
 HF1245  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 HF1245  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HF1245
 HF1245  HORZ ORDER  -  THIRD
 HF1245
 HF1245.The horizontal coordinates were established by classical geodetic methods
 HF1245.and adjusted by the National Geodetic Survey in October 1998..
 HF1245
 HF1245
 HF1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1245
 HF1245.The geoid height was determined by GEOID03.
 HF1245
 HF1245;                    North         East     Units Scale Factor Converg.
 HF1245;SPC KS S     -   496,880.424   495,447.891   MT  0.99995813   +0 39 49.3
 HF1245;UTM  14      - 4,155,353.085   639,595.079   MT  0.99984003   +0 57 45.9
 HF1245
 HF1245                          SUPERSEDED SURVEY CONTROL
 HF1245
 HF1245  NAD 83(1997)-  37 32 04.57667(N)    097 25 12.05201(W) AD(       ) 4
 HF1245  NAD 83(1986)-  37 32 04.58137(N)    097 25 12.05069(W) AD(       ) 4
 HF1245  NAD 27      -  37 32 04.51700(N)    097 25 10.88362(W) AD(       ) 3
 HF1245
 HF1245.Superseded values are not recommended for survey control.
 HF1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1245.See file dsdata.txt to determine how the superseded data were derived.
 HF1245
 HF1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3959555353(NAD 83)
 HF1245_MARKER: 22 = AIRWAY BEACON
 HF1245
 HF1245  HISTORY     - Date     Condition        Report By
 HF1245  HISTORY     - 1940     FIRST OBSERVED   CGS
 HF1245
 HF1245                          STATION DESCRIPTION
 HF1245
 HF1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1245'STATION IS A LIGHTED AIRWAY BEACON, NO. 28 ON THE LINE FROM
 HF1245'AMARILLO, TEXAS, TO KANSAS CITY, MO.  IT IS ABOUT 56 FEET
 HF1245'HIGH WITH A REVOLVING RED LIGHT AT THE TOP.  THE TOWER WAS
 HF1245'BUILT IN 1928, AND IS PAINTED ORANGE AND WHITE.  IT IS IN
 HF1245'THE NW 1/4 OF SECTION 15, OHIO TOWNSHIP ON PROPERTY OWNED
 HF1245'BY JACOB J. MAICHTLEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1365 ***********************************************************************
 HF1365  DESIGNATION -  AMARILLO KANSAS CITY AWY BN 27
 HF1365  PID         -  HF1365
 HF1365  STATE/COUNTY-  KS/SUMNER
 HF1365  USGS QUAD   -  MILLERTON (1971)
 HF1365
 HF1365                         *CURRENT SURVEY CONTROL
 HF1365  ___________________________________________________________________
 HF1365* NAD 83(1997)-  37 26 44.21932(N)    097 35 01.05189(W)     ADJUSTED  
 HF1365* NAVD 88     -                                                        
 HF1365  ___________________________________________________________________
 HF1365  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 HF1365  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HF1365
 HF1365  HORZ ORDER  -  THIRD
 HF1365
 HF1365.The horizontal coordinates were established by classical geodetic methods
 HF1365.and adjusted by the National Geodetic Survey in October 1998..
 HF1365
 HF1365
 HF1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1365
 HF1365.The geoid height was determined by GEOID03.
 HF1365
 HF1365;                    North         East     Units Scale Factor Converg.
 HF1365;SPC KS S     -   486,850.129   481,085.783   MT  0.99996964   +0 33 47.3
 HF1365;UTM  14      - 4,145,249.576   625,287.544   MT  0.99979335   +0 51 40.6
 HF1365
 HF1365                          SUPERSEDED SURVEY CONTROL
 HF1365
 HF1365  NAD 83(1997)-  37 26 44.22449(N)    097 35 01.04924(W) AD(       ) 4
 HF1365  NAD 83(1986)-  37 26 44.22894(N)    097 35 01.04653(W) AD(       ) 4
 HF1365  NAD 27      -  37 26 44.15818(N)    097 34 59.87124(W) AD(       ) 3
 HF1365
 HF1365.Superseded values are not recommended for survey control.
 HF1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1365.See file dsdata.txt to determine how the superseded data were derived.
 HF1365
 HF1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2528845250(NAD 83)
 HF1365_MARKER: 22 = AIRWAY BEACON
 HF1365
 HF1365  HISTORY     - Date     Condition        Report By
 HF1365  HISTORY     - 1940     FIRST OBSERVED   CGS
 HF1365
 HF1365                          STATION DESCRIPTION
 HF1365
 HF1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1365'STATION IS ABOUT 6 MILES SW OF CLEARWATER, KANSAS.  IT IS A
 HF1365'STANDARD AIRWAY BEACON TOWER APPROXIMATELY 40 FEET HIGH.  THE
 HF1365'BASE IS SET IN A CONCRETE ARROW THAT POINTS TOWARD WICHITA (NE).
 HF1365'THE NUMBER 27 IS ON THE SW END OF THE ARROW IN ALUMINUM.  THE
 HF1365'ARROW IS PAINTED ORANGE.  THE TOWER IS WHITE AND ORANGE AND HAS A
 HF1365'RED LIGHT ON THE SW AND NE SIDES OF THE CROWS NEST.  THE BEACON
 HF1365'LIGHT IS CENTERED AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1373 ***********************************************************************
 HF1373  DESIGNATION -  AMARILLO KANSAS CITY BCN 26
 HF1373  PID         -  HF1373
 HF1373  STATE/COUNTY-  KS/SUMNER
 HF1373  USGS QUAD   -  MILAN (1981)
 HF1373
 HF1373                         *CURRENT SURVEY CONTROL
 HF1373  ___________________________________________________________________
 HF1373* NAD 83(1997)-  37 21 01.52721(N)    097 44 52.64258(W)     ADJUSTED  
 HF1373* NAVD 88     -                                                        
 HF1373  ___________________________________________________________________
 HF1373  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 HF1373  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF1373
 HF1373  HORZ ORDER  -  THIRD
 HF1373
 HF1373.The horizontal coordinates were established by classical geodetic methods
 HF1373.and adjusted by the National Geodetic Survey in October 1998..
 HF1373
 HF1373
 HF1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1373
 HF1373.The geoid height was determined by GEOID03.
 HF1373
 HF1373;                    North         East     Units Scale Factor Converg.
 HF1373;SPC KS S     -   476,155.691   466,630.472   MT  0.99998459   +0 27 43.7
 HF1373;UTM  14      - 4,134,482.357   610,890.963   MT  0.99975147   +0 45 34.8
 HF1373
 HF1373                          SUPERSEDED SURVEY CONTROL
 HF1373
 HF1373  NAD 83(1997)-  37 21 01.52958(N)    097 44 52.64642(W) AD(       ) 4
 HF1373  NAD 83(1986)-  37 21 01.53465(N)    097 44 52.63934(W) AD(       ) 4
 HF1373  NAD 27      -  37 21 01.46706(N)    097 44 51.44991(W) AD(       ) 3
 HF1373
 HF1373.Superseded values are not recommended for survey control.
 HF1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1373.See file dsdata.txt to determine how the superseded data were derived.
 HF1373
 HF1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1089134482(NAD 83)
 HF1373_MARKER: 22 = AIRWAY BEACON
 HF1373
 HF1373  HISTORY     - Date     Condition        Report By
 HF1373  HISTORY     - 1934     FIRST OBSERVED   CGS
 HF1373
 HF1373                          STATION DESCRIPTION
 HF1373
 HF1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HF1373'POINT OBSERVED UPON IS THE CENTER OF REVOLVING BEACON AT SITE
 HF1373'NO. 26 ON THE AMARILLO-KANSAS CITY AIRLINE, LOCATED IN SOUTHWEST
 HF1373'QUARTER OF SECTION, T 31 S, R. 4 W.
 HF1373'
 HF1373'REACHED FROM FARMERS AND MERCHANTS STATE BANK IN ARGONIA BY
 HF1373'GOING NORTH ON GRAVEL ROAD 4.5 MILES TO SECTION CORNER, TURN
 HF1373'RIGHT (EAST) ON GRADED ROAD AND GO 1.0 MILE, TURN LEFT (NORTH)
 HF1373'ON GRADED ROAD, GO 0.5 MILE TO HALF SECTION CORNER.  BEACON
 HF1373'LOCATED 70 FEET WEST OF CENTERLINE OF ROAD.
 HF1373'
 HF1373'STATION OBSERVED UPON FROM RUTHERFORD, MILLER AND BAILEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1421 ***********************************************************************
 HF1421  DESIGNATION -  AMARILLO KANSAS CITY BCN 25
 HF1421  PID         -  HF1421
 HF1421  STATE/COUNTY-  KS/HARPER
 HF1421  USGS QUAD   -  DANVILLE (1971)
 HF1421
 HF1421                         *CURRENT SURVEY CONTROL
 HF1421  ___________________________________________________________________
 HF1421* NAD 83(1997)-  37 15 18.06282(N)    097 54 39.50322(W)     ADJUSTED  
 HF1421* NAVD 88     -                                                        
 HF1421  ___________________________________________________________________
 HF1421  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 HF1421  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 HF1421
 HF1421  HORZ ORDER  -  THIRD
 HF1421
 HF1421.The horizontal coordinates were established by classical geodetic methods
 HF1421.and adjusted by the National Geodetic Survey in October 1998..
 HF1421
 HF1421
 HF1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1421
 HF1421.The geoid height was determined by GEOID03.
 HF1421
 HF1421;                    North         East     Units Scale Factor Converg.
 HF1421;SPC KS S     -   465,463.540   452,254.423   MT  1.00000231   +0 21 43.1
 HF1421;UTM  14      - 4,123,718.535   596,574.334   MT  0.99971489   +0 39 33.5
 HF1421
 HF1421                          SUPERSEDED SURVEY CONTROL
 HF1421
 HF1421  NAD 83(1997)-  37 15 18.06648(N)    097 54 39.50518(W) AD(       ) 4
 HF1421  NAD 83(1986)-  37 15 18.06978(N)    097 54 39.49857(W) AD(       ) 4
 HF1421  NAD 27      -  37 15 17.99476(N)    097 54 38.29068(W) AD(       ) 3
 HF1421
 HF1421.Superseded values are not recommended for survey control.
 HF1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1421.See file dsdata.txt to determine how the superseded data were derived.
 HF1421
 HF1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9657423719(NAD 83)
 HF1421_MARKER: 22 = AIRWAY BEACON
 HF1421
 HF1421  HISTORY     - Date     Condition        Report By
 HF1421  HISTORY     - 1934     FIRST OBSERVED   CGS
 HF1421
 HF1421                          STATION DESCRIPTION
 HF1421
 HF1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HF1421'POINT OBSERVED UPON IS THE CENTER OF REVOLVING BEACON AT SITE
 HF1421'NO. 25 OF THE AMARILLO-KANSAS CITY AIRLINE, LOCATED IN THE
 HF1421'SOUTHWEST QUARTER OF SEC. 18, T. 32, S., R. 5 W.
 HF1421'
 HF1421'REACHED FROM WILLIAMS OIL STATION IN SOUTH PORTION OF DANVILLE
 HF1421'BY GOING WEST ON U.S. HIGHWAY 160 FOR 1.15 MILES TO SECTION
 HF1421'CORNER, TURN LEFT (SOUTH) ON GRADED DIRT ROAD AND GO 2.0 MILES
 HF1421'TO SECTION CORNER, TURN LEFT (EAST) ON SECTION-LINE ROAD,
 HF1421'GO 0.1 MILE.  BEACON LOCATED 70 FEET NORTH OF CENTERLINE OF
 HF1421'ROAD.
 HF1421'
 HF1421'STATION OBSERVED UPON FROM RUTHERFORD AND BAILEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1654 ***********************************************************************
 JE1654  DESIGNATION -  AMARILLO KANSAS CITY AWY BN 42
 JE1654  PID         -  JE1654
 JE1654  STATE/COUNTY-  KS/FRANKLIN
 JE1654  USGS QUAD   -  OTTAWA NORTH (1983)
 JE1654
 JE1654                         *CURRENT SURVEY CONTROL
 JE1654  ___________________________________________________________________
 JE1654* NAD 83(1997)-  38 42 25.42818(N)    095 18 58.70212(W)     ADJUSTED  
 JE1654* NAVD 88     -                                                        
 JE1654  ___________________________________________________________________
 JE1654  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 JE1654  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JE1654
 JE1654  HORZ ORDER  -  THIRD
 JE1654
 JE1654.The horizontal coordinates were established by classical geodetic methods
 JE1654.and adjusted by the National Geodetic Survey in October 1998..
 JE1654
 JE1654
 JE1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1654
 JE1654.The geoid height was determined by GEOID03.
 JE1654
 JE1654;                    North         East     Units Scale Factor Converg.
 JE1654;SPC KS S     -   631,191.781   676,880.240   MT  1.00003079   +1 57 23.3
 JE1654;SPC KS N     -    44,946.806   633,400.494   MT  1.00000156   +1 41 52.8
 JE1654;UTM  15      - 4,286,816.570   298,590.500   MT  1.00009956   -1 26 56.3
 JE1654
 JE1654                          SUPERSEDED SURVEY CONTROL
 JE1654
 JE1654  NAD 83(1986)-  38 42 25.43497(N)    095 18 58.70330(W) AD(       ) 4
 JE1654  NAD 27      -  38 42 25.40900(N)    095 18 57.79500(W) AD(       ) 3
 JE1654
 JE1654.Superseded values are not recommended for survey control.
 JE1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1654.See file dsdata.txt to determine how the superseded data were derived.
 JE1654
 JE1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC9859186817(NAD 83)
 JE1654_MARKER: 22 = AIRWAY BEACON
 JE1654
 JE1654  HISTORY     - Date     Condition        Report By
 JE1654  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1654
 JE1654                          STATION DESCRIPTION
 JE1654
 JE1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JE1654'LOCATED 1.8 MILES EAST OF THE VILLAGE OF CENTROPOLIS IN A
 JE1654'PASTURE, AT THE SOUTHWEST ANGLE OF A CROSSROAD.  IT IS 84
 JE1654'FEET SOUTH OF A GRAVELED ROAD AND 66 FEET WEST OF A GRAVELED
 JE1654'ROAD.
 JE1654'
 JE1654'IT IS A 4-LEGGED STEEL STRUCTURE ABOUT 90 FEET HIGH AND THE POINT
 JE1654'OBSERVED UPON WAS THE REVOLVING WHITE LIGHT ATOP THE TOWER.
 JE1654'
 JE1654'PROBABLY THE SAME STATION AS AMARILLO-KANSAS CITY AIRWAY BEACON
 JE1654'NO. 42, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1673 ***********************************************************************
 JE1673  DESIGNATION -  AMARILLO KANSAS CITY AWY BN 41
 JE1673  PID         -  JE1673
 JE1673  STATE/COUNTY-  KS/FRANKLIN
 JE1673  USGS QUAD   -  OTTAWA NW (1983)
 JE1673
 JE1673                         *CURRENT SURVEY CONTROL
 JE1673  ___________________________________________________________________
 JE1673* NAD 83(1997)-  38 37 44.14274(N)    095 27 22.62946(W)     ADJUSTED  
 JE1673* NAVD 88     -                                                        
 JE1673  ___________________________________________________________________
 JE1673  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 JE1673  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JE1673
 JE1673  HORZ ORDER  -  THIRD
 JE1673
 JE1673.The horizontal coordinates were established by classical geodetic methods
 JE1673.and adjusted by the National Geodetic Survey in October 1998..
 JE1673
 JE1673
 JE1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1673
 JE1673.The geoid height was determined by GEOID03.
 JE1673
 JE1673;                    North         East     Units Scale Factor Converg.
 JE1673;SPC KS S     -   622,115.970   664,993.979   MT  1.00001291   +1 52 13.6
 JE1673;SPC KS N     -    35,925.091   621,473.373   MT  1.00001532   +1 36 34.0
 JE1673;UTM  15      - 4,278,461.824   286,184.830   MT  1.00016302   -1 32 02.3
 JE1673
 JE1673                          SUPERSEDED SURVEY CONTROL
 JE1673
 JE1673  NAD 83(1986)-  38 37 44.14923(N)    095 27 22.63107(W) AD(       ) 4
 JE1673  NAD 27      -  38 37 44.11500(N)    095 27 21.71300(W) AD(       ) 3
 JE1673
 JE1673.Superseded values are not recommended for survey control.
 JE1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1673.See file dsdata.txt to determine how the superseded data were derived.
 JE1673
 JE1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC8618578462(NAD 83)
 JE1673_MARKER: 22 = AIRWAY BEACON
 JE1673
 JE1673  HISTORY     - Date     Condition        Report By
 JE1673  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1673
 JE1673                          STATION DESCRIPTION
 JE1673
 JE1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JE1673'LOCATED ABOUT 1.1 MILES NORTH-NORTHWEST OF POMONA NEAR THE
 JE1673'NORTH END OF A HIGH RIDGE IN PASTURE LAND.
 JE1673'
 JE1673'IT IS A 4-LEGGED STEEL STRUCTURE ABOUT 45 FEET HIGH AND THE POINT
 JE1673'OBSERVED UPON WAS THE REVOLVING WHITE LIGHT ATOP THE TOWER.
 JE1673'
 JE1673'PROBABLY THE SAME STATION AS AMARILLO-KANSAS CITY AIRWAY BEACON
 JE1673'NO. 41, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1751 ***********************************************************************
 JE1751  DESIGNATION -  AMARILLO KANSAS CITY AWY BN 39
 JE1751  PID         -  JE1751
 JE1751  STATE/COUNTY-  KS/COFFEY
 JE1751  USGS QUAD   -  LEBO (1973)
 JE1751
 JE1751                         *CURRENT SURVEY CONTROL
 JE1751  ___________________________________________________________________
 JE1751* NAD 83(1997)-  38 26 02.25129(N)    095 47 33.34877(W)     ADJUSTED  
 JE1751* NAVD 88     -                                                        
 JE1751  ___________________________________________________________________
 JE1751  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JE1751  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JE1751
 JE1751  HORZ ORDER  -  THIRD
 JE1751
 JE1751.The horizontal coordinates were established by classical geodetic methods
 JE1751.and adjusted by the National Geodetic Survey in October 1998..
 JE1751
 JE1751
 JE1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1751
 JE1751.The geoid height was determined by GEOID03.
 JE1751
 JE1751;                    North         East     Units Scale Factor Converg.
 JE1751;SPC KS S     -   599,579.227   636,350.965   MT  0.99997645   +1 39 49.6
 JE1751;UTM  15      - 4,257,659.600   256,247.168   MT  1.00033177   -1 44 12.4
 JE1751
 JE1751                          SUPERSEDED SURVEY CONTROL
 JE1751
 JE1751  NAD 83(1986)-  38 26 02.25726(N)    095 47 33.35018(W) AD(       ) 4
 JE1751  NAD 27      -  38 26 02.20000(N)    095 47 32.39400(W) AD(       ) 3
 JE1751
 JE1751.Superseded values are not recommended for survey control.
 JE1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1751.See file dsdata.txt to determine how the superseded data were derived.
 JE1751
 JE1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5624757660(NAD 83)
 JE1751_MARKER: 22 = AIRWAY BEACON
 JE1751
 JE1751  HISTORY     - Date     Condition        Report By
 JE1751  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1751
 JE1751                          STATION DESCRIPTION
 JE1751
 JE1751'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1805 ***********************************************************************
 JE1805  DESIGNATION -  AMARILLO KANSAS CITY AWY BN 40
 JE1805  PID         -  JE1805
 JE1805  STATE/COUNTY-  KS/OSAGE
 JE1805  USGS QUAD   -  LYNDON (1983)
 JE1805
 JE1805                         *CURRENT SURVEY CONTROL
 JE1805  ___________________________________________________________________
 JE1805* NAD 83(1997)-  38 31 19.95729(N)    095 38 47.34819(W)     ADJUSTED  
 JE1805* NAVD 88     -                                                        
 JE1805  ___________________________________________________________________
 JE1805  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JE1805  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JE1805
 JE1805  HORZ ORDER  -  THIRD
 JE1805
 JE1805.The horizontal coordinates were established by classical geodetic methods
 JE1805.and adjusted by the National Geodetic Survey in October 1998..
 JE1805
 JE1805
 JE1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1805
 JE1805.The geoid height was determined by GEOID03.
 JE1805
 JE1805;                    North         East     Units Scale Factor Converg.
 JE1805;SPC KS S     -   609,751.287   648,802.538   MT  0.99999151   +1 45 12.8
 JE1805;UTM  15      - 4,267,077.852   269,284.387   MT  1.00025556   -1 38 56.4
 JE1805
 JE1805                          SUPERSEDED SURVEY CONTROL
 JE1805
 JE1805  NAD 83(1986)-  38 31 19.96351(N)    095 38 47.34942(W) AD(       ) 4
 JE1805  NAD 27      -  38 31 19.91500(N)    095 38 46.40600(W) AD(       ) 3
 JE1805
 JE1805.Superseded values are not recommended for survey control.
 JE1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1805.See file dsdata.txt to determine how the superseded data were derived.
 JE1805
 JE1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6928467078(NAD 83)
 JE1805_MARKER: 22 = AIRWAY BEACON
 JE1805
 JE1805  HISTORY     - Date     Condition        Report By
 JE1805  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1805  HISTORY     - 1948     MARK NOT FOUND   CGS
 JE1805
 JE1805                          STATION DESCRIPTION
 JE1805
 JE1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JE1805'LOCATED 1.1 MILES NORTH-NORTHWEST OF MELVERN NEAR THE SOUTHWEST
 JE1805'CORNER OF A PASTURE.  IT IS 150 FEET NORTH OF THE EAST-WEST
 JE1805'GRAVELED ROAD AND 144 FEET EAST OF A NORTH-SOUTH HEDGE ROW.
 JE1805'
 JE1805'IT IS A 4-LEGGED STEEL STRUCTURE ABOUT 45 FEET HIGH AND THE
 JE1805'POINT OBSERVED UPON WAS THE REVOLVING WHITE LIGHT ATOP THE TOWER.
 JE1805
 JE1805                          STATION RECOVERY (1948)
 JE1805
 JE1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (FAR)
 JE1805'THIS STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1410 ***********************************************************************
 JF1410  DESIGNATION -  AMARILLO KANSAS CITY AWY BN 35
 JF1410  PID         -  JF1410
 JF1410  STATE/COUNTY-  KS/CHASE
 JF1410  USGS QUAD   -  THRALL NW (1973)
 JF1410
 JF1410                         *CURRENT SURVEY CONTROL
 JF1410  ___________________________________________________________________
 JF1410* NAD 83(1997)-  38 07 48.45821(N)    096 27 30.29855(W)     ADJUSTED  
 JF1410* NAVD 88     -                                                        
 JF1410  ___________________________________________________________________
 JF1410  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 JF1410  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 JF1410
 JF1410  HORZ ORDER  -  THIRD
 JF1410
 JF1410.The horizontal coordinates were established by classical geodetic methods
 JF1410.and adjusted by the National Geodetic Survey in October 1998..
 JF1410
 JF1410
 JF1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1410
 JF1410.The geoid height was determined by GEOID03.
 JF1410
 JF1410;                    North         East     Units Scale Factor Converg.
 JF1410;SPC KS S     -   564,382.564   578,975.456   MT  0.99994277   +1 15 16.6
 JF1410;UTM  14      - 4,223,304.932   722,766.906   MT  1.00021122   +1 34 11.8
 JF1410
 JF1410                          SUPERSEDED SURVEY CONTROL
 JF1410
 JF1410  NAD 83(1997)-  38 07 48.47041(N)    096 27 30.29882(W) AD(       ) 4
 JF1410  NAD 83(1986)-  38 07 48.47054(N)    096 27 30.30163(W) AD(       ) 4
 JF1410  NAD 27      -  38 07 48.41920(N)    096 27 29.27539(W) AD(       ) 3
 JF1410
 JF1410.Superseded values are not recommended for survey control.
 JF1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1410.See file dsdata.txt to determine how the superseded data were derived.
 JF1410
 JF1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH2276723305(NAD 83)
 JF1410_MARKER: 21 = AIRPORT BEACON
 JF1410
 JF1410  HISTORY     - Date     Condition        Report By
 JF1410  HISTORY     - 1935     FIRST OBSERVED   CGS
 JF1410
 JF1410                          STATION DESCRIPTION
 JF1410
 JF1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1410'POINT SIGHTED UPON WAS THE REVOLVING LIGHT ON DEPARTMENT OF
 JF1410'COMMERCE AIR BEACON NO. 35 ON THE KANSAS CITY-WITCHITA AIR LINE.
 JF1410'BEACON IS LOCATED 9-1/4 MILES EAST AND 6-1/4 MILES NORTH OF
 JF1410'CASSODAY AND 5-1/4 MILES EAST AND 1-3/4 MILES SOUTH OF METFIELD
 JF1410'GREEN.  OBSERVING PARTY DID NOT VISIT STATION.
 JF1410'
 JF1410'OBSERVED UPON FROM STATIONS CLEMENT, MESSER, MARION AND CHASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1439 ***********************************************************************
 JF1439  DESIGNATION -  AMARILLO KANSAS CITY AWY BN 34
 JF1439  PID         -  JF1439
 JF1439  STATE/COUNTY-  KS/BUTLER
 JF1439  USGS QUAD   -  MATFIELD GREEN SE (1967)
 JF1439
 JF1439                         *CURRENT SURVEY CONTROL
 JF1439  ___________________________________________________________________
 JF1439* NAD 83(1997)-  38 01 40.42046(N)    096 37 28.82171(W)     ADJUSTED  
 JF1439* NAVD 88     -                                                        
 JF1439  ___________________________________________________________________
 JF1439  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 JF1439  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 JF1439
 JF1439  HORZ ORDER  -  THIRD
 JF1439
 JF1439.The horizontal coordinates were established by classical geodetic methods
 JF1439.and adjusted by the National Geodetic Survey in October 1998..
 JF1439
 JF1439
 JF1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1439
 JF1439.The geoid height was determined by GEOID03.
 JF1439
 JF1439;                    North         East     Units Scale Factor Converg.
 JF1439;SPC KS S     -   552,731.762   564,630.852   MT  0.99993776   +1 09 08.8
 JF1439;UTM  14      - 4,211,573.130   708,482.905   MT  1.00013535   +1 27 49.8
 JF1439
 JF1439                          SUPERSEDED SURVEY CONTROL
 JF1439
 JF1439  NAD 83(1997)-  38 01 40.43045(N)    096 37 28.81510(W) AD(       ) 4
 JF1439  NAD 83(1986)-  38 01 40.43265(N)    096 37 28.81961(W) AD(       ) 4
 JF1439  NAD 27      -  38 01 40.36953(N)    096 37 27.76007(W) AD(       ) 3
 JF1439
 JF1439.Superseded values are not recommended for survey control.
 JF1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1439.See file dsdata.txt to determine how the superseded data were derived.
 JF1439
 JF1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH0848311573(NAD 83)
 JF1439_MARKER: 21 = AIRPORT BEACON
 JF1439
 JF1439  HISTORY     - Date     Condition        Report By
 JF1439  HISTORY     - 1935     FIRST OBSERVED   CGS
 JF1439
 JF1439                          STATION DESCRIPTION
 JF1439
 JF1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1439'POINT OBSERVED UPON WAS THE REVOLVING LIGHT OF DEPARTMENT OF
 JF1439'COMMERCE AIR BEACON NO. 34, ON THE KANSAS CITY-WICHITA AIR
 JF1439'LINE.  TO REACH FROM THE RAILROAD STATION IN CASSODAY, GO
 JF1439'EAST ON GRAVEL ROAD FOR 1 MILE TO AIR FIELD AND BEACON.
 JF1439'
 JF1439'STATION WAS OBSERVED UPON FROM MANKA, PONTIAC, ERWIN, CHASE
 JF1439'AND MESSER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0831 ***********************************************************************
 HG0831  DESIGNATION -  AMARILLO KANSAS CITY BCN 24
 HG0831  PID         -  HG0831
 HG0831  STATE/COUNTY-  KS/HARPER
 HG0831  USGS QUAD   -  ANTHONY (1983)
 HG0831
 HG0831                         *CURRENT SURVEY CONTROL
 HG0831  ___________________________________________________________________
 HG0831* NAD 83(1997)-  37 09 06.78695(N)    098 04 36.97668(W)     ADJUSTED  
 HG0831* NAVD 88     -                                                        
 HG0831  ___________________________________________________________________
 HG0831  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HG0831  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HG0831
 HG0831  HORZ ORDER  -  THIRD
 HG0831
 HG0831.The horizontal coordinates were established by classical geodetic methods
 HG0831.and adjusted by the National Geodetic Survey in October 1998..
 HG0831
 HG0831
 HG0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0831
 HG0831.The geoid height was determined by GEOID03.
 HG0831
 HG0831;                    North         East     Units Scale Factor Converg.
 HG0831;SPC KS S     -   453,937.835   437,583.217   MT  1.00002455   +0 15 35.9
 HG0831;UTM  14      - 4,112,120.489   581,967.748   MT  0.99968276   +0 33 27.0
 HG0831
 HG0831                          SUPERSEDED SURVEY CONTROL
 HG0831
 HG0831  NAD 83(1997)-  37 09 06.79034(N)    098 04 36.97939(W) AD(       ) 4
 HG0831  NAD 83(1986)-  37 09 06.79318(N)    098 04 36.97075(W) AD(       ) 4
 HG0831  NAD 27      -  37 09 06.71259(N)    098 04 35.74833(W) AD(       ) 3
 HG0831
 HG0831.Superseded values are not recommended for survey control.
 HG0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0831.See file dsdata.txt to determine how the superseded data were derived.
 HG0831
 HG0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8196812120(NAD 83)
 HG0831_MARKER: 21 = AIRPORT BEACON
 HG0831
 HG0831  HISTORY     - Date     Condition        Report By
 HG0831  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0831
 HG0831                          STATION DESCRIPTION
 HG0831
 HG0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0831'BEACON IS LOCATED ABOUT 2.5 MILES DIRECTLY WEST OF ANTHONY.
 HG0831'REACHED FROM THE POST OFFICE IN ANTHONY BY GOING WEST ON
 HG0831'GRAVEL ROAD TO EMERGENCY LANDING FIELD AND BEACON IN SOUTHEAST
 HG0831'CORNER OF FIELD, ABOUT 50 FEET NORTH OF CENTERLINE OF
 HG0831'EAST-AND-WEST GRAVEL ROAD.
 HG0831'
 HG0831'BEACON OBSERVED UPON FROM RUTHERFORD, MILLER, BAILEY, ANTHONY AND
 HG0831'RUELLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0841 ***********************************************************************
 HG0841  DESIGNATION -  AMARILLO KANSAS CITY BCN 23
 HG0841  PID         -  HG0841
 HG0841  STATE/COUNTY-  KS/HARPER
 HG0841  USGS QUAD   -  WALDRON (1972)
 HG0841
 HG0841                         *CURRENT SURVEY CONTROL
 HG0841  ___________________________________________________________________
 HG0841* NAD 83(1997)-  37 03 53.80861(N)    098 12 04.50711(W)     ADJUSTED  
 HG0841* NAVD 88     -                                                        
 HG0841  ___________________________________________________________________
 HG0841  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 HG0841  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0841
 HG0841  HORZ ORDER  -  THIRD
 HG0841
 HG0841.The horizontal coordinates were established by classical geodetic methods
 HG0841.and adjusted by the National Geodetic Survey in October 1998..
 HG0841
 HG0841
 HG0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0841
 HG0841.The geoid height was determined by GEOID03.
 HG0841
 HG0841;                    North         East     Units Scale Factor Converg.
 HG0841;SPC KS S     -   444,246.400   426,570.597   MT  1.00004577   +0 11 00.9
 HG0841;SPC OK N     -   229,144.761   582,100.268   MT  1.00006804   -0 07 07.6
 HG0841;SPC OK N     -   751,785.77  1,909,773.96   sFT  1.00006804   -0 07 07.6
 HG0841;UTM  14      - 4,102,375.510   571,009.601   MT  0.99966212   +0 28 53.2
 HG0841
 HG0841                          SUPERSEDED SURVEY CONTROL
 HG0841
 HG0841  NAD 83(1997)-  37 03 53.81082(N)    098 12 04.51026(W) AD(       ) 4
 HG0841  NAD 83(1986)-  37 03 53.81385(N)    098 12 04.50037(W) AD(       ) 4
 HG0841  NAD 27      -  37 03 53.72334(N)    098 12 03.25999(W) AD(       ) 3
 HG0841
 HG0841.Superseded values are not recommended for survey control.
 HG0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0841.See file dsdata.txt to determine how the superseded data were derived.
 HG0841
 HG0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7101002376(NAD 83)
 HG0841_MARKER: 21 = AIRPORT BEACON
 HG0841
 HG0841  HISTORY     - Date     Condition        Report By
 HG0841  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0841
 HG0841                          STATION DESCRIPTION
 HG0841
 HG0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0841'POINT OBSERVED UPON IS THE CENTER OF THE REVOLVING BEACON
 HG0841'LOCATED AT SITE NO. 23 ON THE KANSAS CITY-AMARILLO AIRLINE, ON
 HG0841'LAND OWNED BY HENRY STARK IN THE NORTHWEST QUARTER OF SEC. 28,
 HG0841'T. 34 S., R. 8 W.
 HG0841'
 HG0841'STATION IS REACHED FROM ANTHONY POST OFFICE BY GOING WEST
 HG0841'ON STATE HIGHWAY 14 FOR 6.4 MILES TO FLOWERDALE SCHOOL, TURN
 HG0841'SOUTH, GO 2.0 MILES, THEN RIGHT (WEST) 1.0 MILE, THEN LEFT
 HG0841'(SOUTH) 2.0 MILES, THEN RIGHT (WEST) 1.0 MILE, THEN LEFT (SOUTH)
 HG0841'2.0 MILES, THEN RIGHT (WEST) 1.0 MILE TO STATION ON LEFT SIDE
 HG0841'OF ROAD ABOUT 50 FEET SOUTH OF CENTERLINE OF EAST-AND-WEST
 HG0841'ROAD.
 HG0841'
 HG0841'STATION OBSERVED UPON FROM RUELLA, SMITH, SHROCK, DUNE AND
 HG0841'BAILEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0972 ***********************************************************************
 KF0972  DESIGNATION -  AMERICA CITY
 KF0972  PID         -  KF0972
 KF0972  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0972  USGS QUAD   -  HAVENSVILLE (1969)
 KF0972
 KF0972                         *CURRENT SURVEY CONTROL
 KF0972  ___________________________________________________________________
 KF0972* NAD 83(1997)-  39 33 57.76806(N)    096 04 24.03121(W)     ADJUSTED  
 KF0972* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 KF0972  ___________________________________________________________________
 KF0972  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 KF0972  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 KF0972
 KF0972  HORZ ORDER  -  SECOND
 KF0972
 KF0972.The horizontal coordinates were established by classical geodetic methods
 KF0972.and adjusted by the National Geodetic Survey in October 1998..
 KF0972
 KF0972.The orthometric height was scaled from a topographic map.
 KF0972
 KF0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0972
 KF0972.The geoid height was determined by GEOID03.
 KF0972
 KF0972;                    North         East     Units Scale Factor Converg.
 KF0972;SPC KS N     -   138,608.811   565,544.356   MT  0.99997196   +1 13 08.5
 KF0972;UTM  14      - 4,383,686.434   751,413.683   MT  1.00037829   +1 51 54.6
 KF0972;UTM  15      - 4,384,107.154   235,983.227   MT  1.00045829   -1 57 31.5
 KF0972
 KF0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0972!SPC KS N     -   0.99994354  x   0.99997196  =   0.99991550
 KF0972!UTM  14      -   0.99994354  x   1.00037829  =   1.00032181
 KF0972!UTM  15      -   0.99994354  x   1.00045829  =   1.00040181
 KF0972
 KF0972:                Primary Azimuth Mark                     Grid Az
 KF0972:SPC KS N     -  CORNING METHODIST CHURCH SPIRE           017 39 48.9
 KF0972:UTM  14      -  CORNING METHODIST CHURCH SPIRE           017 01 02.8
 KF0972:UTM  15      -  CORNING METHODIST CHURCH SPIRE           020 50 28.9
 KF0972
 KF0972|---------------------------------------------------------------------|
 KF0972| PID    Reference Object                     Distance      Geod. Az  |
 KF0972|                                                           dddmmss.s |
 KF0972| KF0970 CORNING METHODIST CHURCH SPIRE      APPROX.10.8 KM 0185257.4 |
 KF0972| KF0974 NEW EDEN EVAN BROTHERHOOD CH        APPROX. 4.7 KM 0473545.7 |
 KF0972| CL6742 AMERICA CITY AZ MK RESET                           0872830.6 |
 KF0972| CL6741 AMERICA CITY AZ MK                                 0884247.3 |
 KF0972| KF1012 ONAGA MUNICIPAL TANK                APPROX.11.5 KM 2265143.4 |
 KF0972| CL6743 AMERICA CITY RM 1                    23.711 METERS 24104     |
 KF0972| CL6744 AMERICA CITY RM 2                    20.626 METERS 33027     |
 KF0972|---------------------------------------------------------------------|
 KF0972
 KF0972                          SUPERSEDED SURVEY CONTROL
 KF0972
 KF0972  NAD 83(1997)-  39 33 57.77244(N)    096 04 24.02865(W) AD(       ) 2
 KF0972  NAD 83(1986)-  39 33 57.77462(N)    096 04 24.02782(W) AD(       ) 2
 KF0972  NAD 27      -  39 33 57.79100(N)    096 04 23.03500(W) AD(       ) 2
 KF0972
 KF0972.Superseded values are not recommended for survey control.
 KF0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0972.See file dsdata.txt to determine how the superseded data were derived.
 KF0972
 KF0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5141483686(NAD 83)
 KF0972_MARKER: DS = TRIANGULATION STATION DISK
 KF0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0972
 KF0972  HISTORY     - Date     Condition        Report By
 KF0972  HISTORY     - 1947     MONUMENTED       CGS
 KF0972  HISTORY     - 1955     GOOD             CGS
 KF0972  HISTORY     - 1965     GOOD             CGS
 KF0972  HISTORY     - 1966     GOOD             CGS
 KF0972  HISTORY     - 1970     GOOD             NGS
 KF0972
 KF0972                          STATION DESCRIPTION
 KF0972
 KF0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0972'THE STATION IS ABOUT 6 MILES SOUTH OF CORNING, 1 MILE WEST OF
 KF0972'AMERICA CITY, 200 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY
 KF0972'NO. 63, 96 FEET EAST-SOUTHEAST OF THE INTERSECTION OF TWO GRADED
 KF0972'ROADS, 24 FEET SOUTH OF THE CENTER OF A GRADED ROAD, AND 6 FEET
 KF0972'NORTHEAST OF A WITNESS POST.  IT IS IN THE NORTHWEST CORNER OF A
 KF0972'TRIANGLE FORMED BY THREE ROADS, PROJECTS 1 INCH AND IS STAMPED
 KF0972'AMERICA CITY 1947.
 KF0972'
 KF0972'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF A PASTURE, 66 FEET
 KF0972'SOUTH OF THE INTERSECTION OF TWO GRADED ROADS AND 29 FEET WEST
 KF0972'OF THE CENTER OF A GRADED ROAD.  IT PROJECTS 2 INCHES AND IS
 KF0972'STAMPED AMERICA CITY NO 1 1947.
 KF0972'
 KF0972'REFERENCE MARK NO. 2 IS 33 FEET NORTH OF THE CENTER OF A GRADED
 KF0972'ROAD, 15 FEET WEST OF THE CENTER OF A BOARD GATE, AND 1 FOOT SOUTH
 KF0972'OF A FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED AMERICA
 KF0972'CITY NO 2 1947.
 KF0972'
 KF0972'AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 75 YARDS NORTHWEST
 KF0972'OF A FARM HOUSE, 24 FEET NORTH OF THE CENTER OF STATE HIGHWAY NO.
 KF0972'63, 24 FEET EAST OF THE CENTER OF A FARM LANE, AND 1.5 FEET
 KF0972'WEST OF A WITNESS POST.  IT PROJECTS 1 INCH AND IS STAMPED
 KF0972'AMERICA CITY 1947.
 KF0972'
 KF0972'TO REACH THE STATION FROM CORNING, GO SOUTH ON STATE HIGHWAY NO.
 KF0972'63 TO THE VILLAGE OF AMERICA CITY, AND WHERE STATE HIGHWAY NO.
 KF0972'63 TURNS WEST, GO WEST ON STATE HIGHWAY NO. 63 FOR 1 MILE TO THE
 KF0972'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON NO. 63
 KF0972'FOR 0.3 MILE TO A POINT WHERE STATE HIGHWAY NO. 63 TURNS SOUTH
 KF0972'AND A GRADED ROAD CONTINUES WEST, CONTINUE WEST ON GRADED ROAD
 KF0972'FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 KF0972'
 KF0972'AN 87 FOOT SIGNAL AT COLLEGE HILL IS VISIBLE AT 37 FEET.
 KF0972'
 KF0972'A 74 FOOT SIGNAL AT CORNING 1934 IS VISIBLE AT 37 FEET.
 KF0972'
 KF0972'AN 87 FOOT SIGNAL AT MINNER 1934 IS VISIBLE AT 4 FEET.
 KF0972'
 KF0972'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0972
 KF0972                          STATION RECOVERY (1955)
 KF0972
 KF0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 KF0972'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KF0972'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 KF0972'DESTROYED BY ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS DESTROYED
 KF0972'WHEN THE BRUSH AND DEBRIS WAS BEING CLEARED FROM THE ROAD
 KF0972'RIGHT-OF-WAY.  THE WITNESS POST FOR THE STATION MARK WAS FOUND
 KF0972'IN A STATE OF DECAY.  A CEDAR POST, PROJECTING 3 FEET, WAS SET
 KF0972'1 FOOT WEST OF THE STATION MARK.  THE STATION MARK IS 16 FEET
 KF0972'WEST-NORTHWEST OF A POWER POLE WHICH HAS BEEN SET SINCE THE
 KF0972'STATION WAS ESTABLISHED.
 KF0972'
 KF0972'THE HAVENSVILLE MUNICIPAL WATER TANK WHICH IS ABOUT 3 MILES
 KF0972'SOUTH OF THE STATION IS VISIBLE FROM THE GROUND AND WOULD SERVE
 KF0972'AS AN AZIMUTH FOR THIS STATION IF A DIRECTION IS AVAILABLE.
 KF0972
 KF0972                          STATION RECOVERY (1965)
 KF0972
 KF0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0972'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AND FOUND
 KF0972'TO BE IN GOOD CONDITION.
 KF0972'
 KF0972'STATION MARK IS THE NORTHWEST CORNER OF A TRIANGULAR AREA (LARGE)
 KF0972'OF GROUND FORMED BY THE CURVE OF HIGHWAY 63, 27 FEET EAST OF
 KF0972'CENTER LINE OF A GRAVEL ROAD 27 FEET SOUTH OF CENTER LINE OF
 KF0972'GRAVELED ROAD, 16 FEET WEST OF A POWER LINE POLE AND SOUTH OF A
 KF0972'METAL WITNESS POST AND SIGN.  PROJECTS 1 INCH.
 KF0972'
 KF0972'REFERENCE MARK NO. 1 IS 65 FEET SOUTH OF CENTER LINE OF THE
 KF0972'GRAVELED ROAD, 42 FEET WEST OF THE CENTER LINE OF THE GRAVELED
 KF0972'ROAD, 1 FOOT WEST OF THE FENCE AND 1 FOOT NORTH OF THE ANGLE POST
 KF0972'OF THE FENCE CURVE.  PROJECTS 3 INCHES.
 KF0972'
 KF0972'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF CENTER LINE OF THE
 KF0972'ROAD, 6 FEET WEST OF WEST GATE POST OF A BOARD GATE AND 1 FOOT
 KF0972'SOUTH OF THE FENCE, PROJECTS 3 INCHES.
 KF0972'
 KF0972'AZIMUTH MARK WAS REPORTED DESTROYED PREVIOUSLY.
 KF0972'
 KF0972'TO REACH FROM THE POST OFFICE IN HAVENSVILLE, GO NORTH ON STATE
 KF0972'HIGHWAY 63 FOR 3.75 MILES TO WHERE THE HIGHWAY CURVES TO THE RIGHT,
 KF0972'CONTINUE NORTH ON THE GRAVELED ROAD 0.15 MILE TO A T-ROAD
 KF0972'JUNCTION ON THE POTTAWATOMIE-NEMAHA COUNTY LINE ROAD AND STATION.
 KF0972
 KF0972                          STATION RECOVERY (1966)
 KF0972
 KF0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF0972'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KF0972'CONDITION WITH THE EXCEPTION OF THE AZIMUTH MARK WHICH HAD BEEN
 KF0972'DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED AT TIME OF
 KF0972'RECOVERY.
 KF0972'
 KF0972'TO REACH THE STATION FROM HAVENSVILLE, FROM THE POST OFFICE, GO
 KF0972'NORTH ON STATE HIGHWAY 63 FOR 3.8 MILES TO A SIDE ROAD LEFT AT A
 KF0972'CURVE IN HIGHWAY, TURN LEFT AND GO NORTHWEST AND NORTH FOR 0.15
 KF0972'MILE TO A T-INTERSECTION AND STATION ON THE RIGHT.
 KF0972'
 KF0972'THE STATION IS NEAR THE NORTHWEST CORNER OF A TRIANGLE FORMED BY
 KF0972'ROADS, 0.05 MILE NORTHWEST OF STATE HIGHWAY 63, 96 FEET
 KF0972'EAST-SOUTHEAST OF THE INTERSECTION OF GRAVEL ROADS, 24 FEET SOUTH
 KF0972'OF THE CENTERLINE OF GRAVEL ROAD, 16 FEET WEST-NORTHWEST OF A
 KF0972'POWERLINE POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  MARK
 KF0972'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED AMERICA CITY
 KF0972'1947.
 KF0972'
 KF0972'R.M. NO. 1 IS 66 FEET SOUTH OF THE INTERSECTION OF TWO GRAVEL
 KF0972'ROADS, 29 FEET SOUTHWEST OF A GRAVEL ROAD AND 1 FOOT WEST OF A
 KF0972'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KF0972'AMERICA CITY NO 1 1947.
 KF0972'
 KF0972'R.M. NO. 2 IS 33 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 KF0972'15 FEET WEST OF THE CENTER OF A BOARD GATE AND 1 FOOT SOUTH OF A
 KF0972'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KF0972'AMERICA CITY NO 2 1947.
 KF0972'
 KF0972'THE AZIMUTH MARK IS 64 FEET NORTH OF THE CENTERLINE OF STATE
 KF0972'HIGHWAY 63, 12 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 2
 KF0972'FEET NORTHWEST OF A FENCE CORNER AND 2 FEET NORTH OF A TELEPHONE
 KF0972'POLE AND METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 KF0972'DISK IS STAMPED AMERICA CITY 1947 RESET 1966.  TO REACH THE
 KF0972'AZIMUTH MARK FROM THE STATION GO EAST ON STATE HIGHWAY 63 FOR
 KF0972'0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 KF0972'
 KF0972'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 102.53 FEET (31.251 M.).
 KF0972
 KF0972                          STATION RECOVERY (1970)
 KF0972
 KF0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KF0972'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 KF0972'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1966
 KF0972'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 KF0972'
 KF0972'AN ERROR OF -0.41 SECONDS WAS REPORTED BY THE U.S. CORP OF
 KF0972'ENGINEERS BETWEEN THE AZIMUTH MARK AND THE ONAGA, MUNICIPAL WATER
 KF0972'TANK 1947.  THE ANGLE WAS RE-OBSERVED AND THE ERROR OF -0.41
 KF0972'SECONDS WAS VERIFIED.
 KF0972'
 KF0972'NOTE- THE ONAGA WATER TANK JUST CLEARS A RIDGE NEAR THE STATION
 KF0972'SITE AND THE TOP OF THE TANK WAS CLEARLY VISIBLE AT THE TIME
 KF0972'OF THE 1970 OBSERVATION.
 KF0972'
 KF0972'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4
 KF0972'MILES NORTH OF HAVENSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1352 ***********************************************************************
 JF1352  DESIGNATION -  AMERICUS
 JF1352  PID         -  JF1352
 JF1352  STATE/COUNTY-  KS/LYON
 JF1352  USGS QUAD   -  AMERICUS (1972)
 JF1352
 JF1352                         *CURRENT SURVEY CONTROL
 JF1352  ___________________________________________________________________
 JF1352* NAD 83(1997)-  38 30 25.24619(N)    096 15 41.55147(W)     ADJUSTED  
 JF1352* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 JF1352  ___________________________________________________________________
 JF1352  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 JF1352  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 JF1352
 JF1352  HORZ ORDER  -  SECOND
 JF1352
 JF1352.The horizontal coordinates were established by classical geodetic methods
 JF1352.and adjusted by the National Geodetic Survey in October 1998..
 JF1352
 JF1352.The orthometric height was scaled from a topographic map.
 JF1352
 JF1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1352
 JF1352.The geoid height was determined by GEOID03.
 JF1352
 JF1352;                    North         East     Units Scale Factor Converg.
 JF1352;SPC KS S     -   606,600.308   595,226.989   MT  0.99998875   +1 22 32.1
 JF1352;UTM  14      - 4,265,625.952   738,785.186   MT  1.00030223   +1 42 20.9
 JF1352
 JF1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1352!SPC KS S     -   0.99994858  x   0.99998875  =   0.99993733
 JF1352!UTM  14      -   0.99994858  x   1.00030223  =   1.00025080
 JF1352
 JF1352|---------------------------------------------------------------------|
 JF1352| PID    Reference Object                     Distance      Geod. Az  |
 JF1352|                                                           dddmmss.s |
 JF1352| CL4188 AMERICUS RM 1                        18.595 METERS 01458     |
 JF1352| JF1354 AMERICUS CITY MARK                   20.043 METERS 27521     |
 JF1352| CL4187 AMERICUS AZ MK                                     3500705.2 |
 JF1352|---------------------------------------------------------------------|
 JF1352
 JF1352                          SUPERSEDED SURVEY CONTROL
 JF1352
 JF1352  NAD 83(1986)-  38 30 25.25392(N)    096 15 41.55292(W) AD(       ) 2
 JF1352  NAD 27      -  38 30 25.21177(N)    096 15 40.56019(W) AD(       ) 2
 JF1352
 JF1352.Superseded values are not recommended for survey control.
 JF1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1352.See file dsdata.txt to determine how the superseded data were derived.
 JF1352
 JF1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH3878565626(NAD 83)
 JF1352_MARKER: DS = TRIANGULATION STATION DISK
 JF1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1352
 JF1352  HISTORY     - Date     Condition        Report By
 JF1352  HISTORY     - 1956     MONUMENTED       CGS
 JF1352  HISTORY     - 1968     GOOD             CGS
 JF1352
 JF1352                          STATION DESCRIPTION
 JF1352
 JF1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1352'THE STATION IS IN THE CENTRAL PART OF AMERICUS IN THE SOUTHWEST
 JF1352'CORNER OF THE CITY PARK AT THE NORTHEAST CORNER OF THE INTERSECTION
 JF1352'OF MAIN AND LOCUST STREETS.  IT IS 175 FEET NORTHEAST OF THE
 JF1352'CENTER OF THE INTERSECTION, 39 FEET NORTH OF THE CENTERLINE OF
 JF1352'LOCUST STREET AND 1 FOOT NORTH OF THE NORTH EDGE OF A SIDEWALK.
 JF1352'THE MARK IS FLUSH AND THE DISK IS STAMPED AMERICUS 1956.
 JF1352'
 JF1352'REFERENCE MARK 1 IS 98 FEET NORTH OF THE CENTERLINE OF THE
 JF1352'STREET, 20 FEET WEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY
 JF1352'AND 17 FEET NORTHEAST OF A 12 INCH ELM TREE.  THE MARK IS FLUSH
 JF1352'AND THE DISK IS STAMPED AMERICUS NO 1 1956.
 JF1352'
 JF1352'UNSTAMPED MARK (USED) WAS USED AS A REFERENCE MARK.  IT IS 117
 JF1352'FEET NORTHEAST OF THE INTERSECTION, 41 FEET NORTH OF THE
 JF1352'CENTERLINE OF THE STREET AND 6 FEET NORTH OF THE NORTH EDGE OF
 JF1352'THE SIDEWALK.  THE MARK IS A 6 INCH BRASS CAP OF THE U.S. CORP
 JF1352'OF ENGINEERS, ST. LOUIS DISTRICT, NOT STAMPED, BOLTED TO THE TOP
 JF1352'OF A 6 INCH IRON PIPE PROJECTING 11 INCHES.
 JF1352'
 JF1352'THE AZIMUTH MARK IS 43 FEET EAST OF THE CENTERLINE OF MAIN STREET,
 JF1352'41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 9
 JF1352'FEET NORTHEAST OF A 36 INCH MAPLE TREE AND 1 FOOT WEST OF THE
 JF1352'WEST EDGE OF A SIDEWALK.  THE MARK IS FLUSH AND THE DISK IS
 JF1352'STAMPED AMERICUS 1956.
 JF1352'
 JF1352'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON MAIN
 JF1352'STREET FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 JF1352'
 JF1352'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JF1352
 JF1352                          STATION RECOVERY (1968)
 JF1352
 JF1352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1352'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 JF1352'(USED), AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JF1352'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 JF1352'ADEQUATE FOR RECOVERY.
 JF1352'
 JF1352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT AMERICUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1354 ***********************************************************************
 JF1354  DESIGNATION -  AMERICUS CITY MARK
 JF1354  PID         -  JF1354
 JF1354  STATE/COUNTY-  KS/LYON
 JF1354  USGS QUAD   -  AMERICUS (1972)
 JF1354
 JF1354                         *CURRENT SURVEY CONTROL
 JF1354  ___________________________________________________________________
 JF1354* NAD 83(1997)-  38 30 25.30681(N)    096 15 42.37510(W)     ADJUSTED  
 JF1354* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 JF1354  ___________________________________________________________________
 JF1354  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 JF1354  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 JF1354
 JF1354  HORZ ORDER  -  SECOND
 JF1354
 JF1354.The horizontal coordinates were established by classical geodetic methods
 JF1354.and adjusted by the National Geodetic Survey in October 1998..
 JF1354
 JF1354.The orthometric height was scaled from a topographic map.
 JF1354
 JF1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1354
 JF1354.The geoid height was determined by GEOID03.
 JF1354
 JF1354;                    North         East     Units Scale Factor Converg.
 JF1354;SPC KS S     -   606,601.697   595,206.994   MT  0.99998875   +1 22 31.6
 JF1354;UTM  14      - 4,265,627.227   738,765.177   MT  1.00030211   +1 42 20.4
 JF1354
 JF1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1354!SPC KS S     -   0.99994858  x   0.99998875  =   0.99993733
 JF1354!UTM  14      -   0.99994858  x   1.00030211  =   1.00025068
 JF1354
 JF1354                          SUPERSEDED SURVEY CONTROL
 JF1354
 JF1354  NAD 83(1986)-  38 30 25.31454(N)    096 15 42.37655(W) AD(       ) 2
 JF1354  NAD 27      -  38 30 25.27238(N)    096 15 41.38379(W) AD(       ) 2
 JF1354
 JF1354.Superseded values are not recommended for survey control.
 JF1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1354.See file dsdata.txt to determine how the superseded data were derived.
 JF1354
 JF1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH3876565627(NAD 83)
 JF1354_MARKER: P = PIPE CAP
 JF1354_SETTING: 0 = UNSPECIFIED SETTING
 JF1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1354
 JF1354  HISTORY     - Date     Condition        Report By
 JF1354  HISTORY     - 1956     MONUMENTED       CGS
 JF1354
 JF1354                          STATION DESCRIPTION
 JF1354
 JF1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1354'THE STATION IS IN THE CENTRAL PART OF AMERICUS IN THE SOUTHWEST
 JF1354'CORNER OF THE CITY PARK AT THE NORTHEAST CORNER OF MAIN AND
 JF1354'LOCUST STREETS.  IT IS 117 FEET NORTHEAST OF THE CENTER OF THE
 JF1354'INTERSECTION, 41 FEET NORTH OF THE CENTERLINE OF LOCUST STREET AND
 JF1354'6 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK.  THE MARK IS A
 JF1354'6 INCH BRASS CAP OF THE U.S. CORP OF ENGINEERS, ST. LOUIS
 JF1354'DISTRICT, NOT STAMPED, BOLTED TO THE TOP OF A 6 INCH IRON PIPE
 JF1354'THAT PROJECTS 11 INCHES.
 JF1354'
 JF1354'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JF1354'AMERICUS.  THE DISTANCE IS 20.0463 METERS, 65.769 FEET, NORTHWEST
 JF1354'OF STATION AMERICUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0706 ***********************************************************************
 JH0706  DESIGNATION -  AMY
 JH0706  PID         -  JH0706
 JH0706  STATE/COUNTY-  KS/LANE
 JH0706  USGS QUAD   -  AMY (1974)
 JH0706
 JH0706                         *CURRENT SURVEY CONTROL
 JH0706  ___________________________________________________________________
 JH0706* NAD 83(1997)-  38 28 57.34863(N)    100 36 05.74474(W)     ADJUSTED  
 JH0706* NAVD 88     -       871.     (meters)    2858.     (feet)  SCALED    
 JH0706  ___________________________________________________________________
 JH0706  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JH0706  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 JH0706
 JH0706  HORZ ORDER  -  SECOND
 JH0706
 JH0706.The horizontal coordinates were established by classical geodetic methods
 JH0706.and adjusted by the National Geodetic Survey in October 1998..
 JH0706
 JH0706.The orthometric height was scaled from a topographic map.
 JH0706
 JH0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0706
 JH0706.The geoid height was determined by GEOID03.
 JH0706
 JH0706;                    North         East     Units Scale Factor Converg.
 JH0706;SPC KS S     -   603,612.896   216,646.264   MT  0.99998445   -1 17 29.4
 JH0706;UTM  14      - 4,260,577.480   360,306.512   MT  0.99984032   -0 59 48.5
 JH0706
 JH0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0706!SPC KS S     -   0.99986727  x   0.99998445  =   0.99985172
 JH0706!UTM  14      -   0.99986727  x   0.99984032  =   0.99970761
 JH0706
 JH0706|---------------------------------------------------------------------|
 JH0706| PID    Reference Object                     Distance      Geod. Az  |
 JH0706|                                                           dddmmss.s |
 JH0706| CK8801 AMY RM 1                             39.895 METERS 01245     |
 JH0706| JH0704 DIGHTON CO OP ELEVATOR              APPROX.11.7 KM 0880418.6 |
 JH0706| JH0703 DIGHTON MUNICIPAL WATER TANK        APPROX.11.7 KM 0885732.4 |
 JH0706| CK8800 AMY AZ MK                                          0970657.9 |
 JH0706| JH0712 GRIGSTON GANO ELEVATOR              APPROX.10.1 KM 2714513.2 |
 JH0706| CK8802 AMY RM 2                             30.050 METERS 27457     |
 JH0706|---------------------------------------------------------------------|
 JH0706
 JH0706                          SUPERSEDED SURVEY CONTROL
 JH0706
 JH0706  NAD 83(1986)-  38 28 57.35283(N)    100 36 05.74439(W) AD(       ) 2
 JH0706  NAD 27      -  38 28 57.29236(N)    100 36 04.22649(W) AD(       ) 2
 JH0706
 JH0706.Superseded values are not recommended for survey control.
 JH0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0706.See file dsdata.txt to determine how the superseded data were derived.
 JH0706
 JH0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH6030760577(NAD 83)
 JH0706_MARKER: DS = TRIANGULATION STATION DISK
 JH0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0706_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0706
 JH0706  HISTORY     - Date     Condition        Report By
 JH0706  HISTORY     - 1963     MONUMENTED       CGS
 JH0706
 JH0706                          STATION DESCRIPTION
 JH0706
 JH0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0706'THE STATION IS ON THE PROPERTY OF A BRANCH OF THE DIGHTON CO-OP,
 JH0706'ABOUT 8 MILES SOUTH OF HEALY, 7 MILES WEST OF DIGHTON, 6 MILES EAST
 JH0706'OF GRIGSTON AND IN THE VILLAGE OF AMY.
 JH0706'
 JH0706'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 JH0706'HIGHWAY 96 IN SCOTT CITY, DRIVE EAST ON STATE HIGHWAY 96 FOR 16.7
 JH0706'MILES TO A SIDE ROAD LEFT LEADING TO THE AMY CO-OP ELEVATOR.  TURN
 JH0706'LEFT AND DRIVE NORTH ON A GRAVELED ROAD FOR ABOUT 75 YARDS TO A
 JH0706'LOADING RAMP AND THE STATION JUST WEST OF THE RAMP.
 JH0706'
 JH0706'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE SOUTH ON A GRAVELED
 JH0706'ROAD FOR ABOUT 75 YARDS TO THE NORTH ONE OF TWO EAST-WEST PAVED
 JH0706'ROADS.  TURN LEFT AND DRIVE EAST ON THE PAVED ROAD FOR 0.25 MILE TO
 JH0706'THE AZIMUTH MARK ON THE NORTH SIDE OF THE PAVED ROAD NEAR A FENCE
 JH0706'CORNER JUST WEST OF A BRICK HOME.
 JH0706'
 JH0706'THE STATION MARK IS A STANDARD DISK, STAMPED AMY 1963, SET IN THE TOP
 JH0706'OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER
 JH0706'AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 94 FEET
 JH0706'SOUTHEAST OF THE SOUTHEAST TANK OF THE AMY CO-OP ELEVATOR, 68 FEET
 JH0706'WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD AND 10 FEET
 JH0706'WEST OF A METAL WITNESS POST WITH A SIGN ATTACHED WHICH IS SET
 JH0706'AT THE WEST EDGE OF A LOADING RAMP.
 JH0706'
 JH0706'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AMY NO 1 1963, SET IN
 JH0706'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0706'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 43
 JH0706'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 3 FEET
 JH0706'WEST-NORTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 3
 JH0706'FEET WEST OF A POWER POLE.
 JH0706'
 JH0706'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AMY NO 2 1963, CEMENTED
 JH0706'IN A DRILL HOLE IN A CONCRETE WELL COVER AND IS SET FLUSH.  IT IS
 JH0706'75 FEET SOUTHWEST OF THE SOUTHEAST TANK OF THE AMY CO-OP ELEVATOR
 JH0706'AND 5 FEET NORTHWEST OF A WELL PUMP IN THE CENTER OF THE CONCRETE
 JH0706'WELL COVER.
 JH0706'
 JH0706'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AMY 1963, SET IN THE TOP
 JH0706'OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER
 JH0706'AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET NORTH
 JH0706'OF THE CENTER OF THE NORTH ONE OF TWO PAVED ROADS, 2.0 FEET
 JH0706'NORTHWEST OF A FENCE CORNER POST AND 2.0 FEET NORTHEAST OF A
 JH0706'METAL WITNESS POST WITH A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0781 ***********************************************************************
 KH0781  DESIGNATION -  ANGELUS
 KH0781  PID         -  KH0781
 KH0781  STATE/COUNTY-  KS/SHERIDAN
 KH0781  USGS QUAD   -  GRINNELL NORTH (1979)
 KH0781
 KH0781                         *CURRENT SURVEY CONTROL
 KH0781  ___________________________________________________________________
 KH0781* NAD 83(1997)-  39 14 04.51673(N)    100 39 57.23579(W)     ADJUSTED  
 KH0781* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 KH0781  ___________________________________________________________________
 KH0781  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 KH0781  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 KH0781
 KH0781  HORZ ORDER  -  SECOND
 KH0781
 KH0781.The horizontal coordinates were established by classical geodetic methods
 KH0781.and adjusted by the National Geodetic Survey in October 1998..
 KH0781
 KH0781.The orthometric height was scaled from a topographic map.
 KH0781
 KH0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0781
 KH0781.The geoid height was determined by GEOID03.
 KH0781
 KH0781;                    North         East     Units Scale Factor Converg.
 KH0781;SPC KS N     -   103,437.195   169,870.454   MT  0.99995689   -1 41 12.3
 KH0781;UTM  14      - 4,344,131.857   356,220.351   MT  0.99985454   -1 03 13.9
 KH0781
 KH0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0781!SPC KS N     -   0.99986754  x   0.99995689  =   0.99982443
 KH0781!UTM  14      -   0.99986754  x   0.99985454  =   0.99972209
 KH0781
 KH0781|---------------------------------------------------------------------|
 KH0781| PID    Reference Object                     Distance      Geod. Az  |
 KH0781|                                                           dddmmss.s |
 KH0781| CN8579 ANGELUS RM 1                         37.230 METERS 09206     |
 KH0781| CN8578 ANGELUS AZ MK                                      1795652.0 |
 KH0781| CN8580 ANGELUS RM 2                         26.266 METERS 21246     |
 KH0781|---------------------------------------------------------------------|
 KH0781
 KH0781                          SUPERSEDED SURVEY CONTROL
 KH0781
 KH0781  NAD 83(1986)-  39 14 04.52004(N)    100 39 57.23805(W) AD(       ) 2
 KH0781  NAD 27      -  39 14 04.49700(N)    100 39 55.71300(W) AD(       ) 2
 KH0781
 KH0781.Superseded values are not recommended for survey control.
 KH0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0781.See file dsdata.txt to determine how the superseded data were derived.
 KH0781
 KH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ5622044132(NAD 83)
 KH0781_MARKER: DS = TRIANGULATION STATION DISK
 KH0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0781
 KH0781  HISTORY     - Date     Condition        Report By
 KH0781  HISTORY     - 1950     MONUMENTED       CGS
 KH0781
 KH0781                          STATION DESCRIPTION
 KH0781
 KH0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0781'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH FROM GRINNELL AND
 KH0781'ABOUT 3 MILES NORTH-NORTHEAST FROM THE VILLAGE OF ANGELUS.  IT
 KH0781'IS SITUATED 39 FEET NORTHEAST FROM THE CENTER OF A T-ROAD
 KH0781'INTERSECTION, 50 FEET EAST OF A POWER LINE BRACE POLE, AND
 KH0781'17 FEET EAST OF A WITNESS POST.  IT IS STAMPED ANGELUS 1950
 KH0781'AND IS FLUSH WITH THE GROUND.
 KH0781'
 KH0781'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE, 30
 KH0781'FEET NORTH FROM THE CENTER OF THE ROAD.  IT IS STAMPED ANGELUS
 KH0781'NO 1 1950 AND PROJECTS 6 INCHES.
 KH0781'
 KH0781'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE, 30
 KH0781'FEET WEST FROM THE CENTER OF A ROAD LEADING SOUTH, AND 5 FEET
 KH0781'SOUTHEAST OF A POWER LINE POLE.  IT IS STAMPED ANGELUS NO
 KH0781'2 1950 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 KH0781'
 KH0781'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND NUMBER 2
 KH0781'IS 181.7 FEET.
 KH0781'
 KH0781'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KH0781'STATE ROUTE 23 (AT THE BANK CORNER) IN HOXIE, GO SOUTH ON STATE
 KH0781'ROUTE 23 FOR 7.3 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST FOR
 KH0781'1.0 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH FOR 1.0 MILE
 KH0781'TO A T-ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW A GRAVELED
 KH0781'ROAD WEST FOR 11.0 MILES TO A T-ROAD ON THE LEFT AND THE
 KH0781'STATION ON THE RIGHT AS DESCRIBED.
 KH0781'
 KH0781'AZIMUTH MARK IS 0.35 MILE S OF STATION, 32 FEET E OF CENTER
 KH0781'LINE OF DIRT ROAD, 20 FEET S OF CENTER LINE OF DRIVEWAY, 1.5
 KH0781'FEET WEST OF WITNESS POST, AND 1.5 FEET NE OF FENCE CORNER.
 KH0781'IT IS STAMPED ANGELUS 1950 AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0783 ***********************************************************************
 KH0783  DESIGNATION -  ANGELUS ST PAUL CATH CH CROSS
 KH0783  PID         -  KH0783
 KH0783  STATE/COUNTY-  KS/SHERIDAN
 KH0783  USGS QUAD   -  GRINNELL NORTH (1979)
 KH0783
 KH0783                         *CURRENT SURVEY CONTROL
 KH0783  ___________________________________________________________________
 KH0783* NAD 83(1997)-  39 11 27.92015(N)    100 41 05.10352(W)     ADJUSTED  
 KH0783* NAVD 88     -                                                        
 KH0783  ___________________________________________________________________
 KH0783  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 KH0783  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 KH0783
 KH0783  HORZ ORDER  -  THIRD
 KH0783
 KH0783.The horizontal coordinates were established by classical geodetic methods
 KH0783.and adjusted by the National Geodetic Survey in October 1998..
 KH0783
 KH0783
 KH0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0783
 KH0783.The geoid height was determined by GEOID03.
 KH0783
 KH0783;                    North         East     Units Scale Factor Converg.
 KH0783;SPC KS N     -    98,658.358   168,100.399   MT  0.99995739   -1 41 55.3
 KH0783;UTM  14      - 4,339,334.223   354,503.403   MT  0.99986066   -1 03 53.3
 KH0783
 KH0783                          SUPERSEDED SURVEY CONTROL
 KH0783
 KH0783  NAD 83(1986)-  39 11 27.92322(N)    100 41 05.10519(W) AD(       ) 4
 KH0783  NAD 27      -  39 11 27.90100(N)    100 41 03.57800(W) AD(       ) 3
 KH0783
 KH0783.Superseded values are not recommended for survey control.
 KH0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0783.See file dsdata.txt to determine how the superseded data were derived.
 KH0783
 KH0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ5450339334(NAD 83)
 KH0783_MARKER: 91 = CHURCH CROSS
 KH0783
 KH0783  HISTORY     - Date     Condition        Report By
 KH0783  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0783
 KH0783                          STATION DESCRIPTION
 KH0783
 KH0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0783'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE MAIN
 KH0783'INTERSECTION OF TOWN.  IT IS A LARGE BRICK BUILDING WITH A
 KH0783'SPIRE AND CROSS ON THE EAST END AND HAS AN OVERALL HEIGHT
 KH0783'OF 90 FEET.
 KH0783'
 KH0783'THE POINT OBSERVED WAS THE CROSS ON TOP OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0776 ***********************************************************************
 HE0776  DESIGNATION -  ANGOLA RADIO STA KGGF MAST 3
 HE0776  PID         -  HE0776
 HE0776  STATE/COUNTY-  KS/LABETTE
 HE0776  USGS QUAD   -  MOUND VALLEY (1974)
 HE0776
 HE0776                         *CURRENT SURVEY CONTROL
 HE0776  ___________________________________________________________________
 HE0776* NAD 83(1997)-  37 08 55.37147(N)    095 28 46.10069(W)     ADJUSTED  
 HE0776* NAVD 88     -                                                        
 HE0776  ___________________________________________________________________
 HE0776  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HE0776  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HE0776
 HE0776  HORZ ORDER  -  THIRD
 HE0776
 HE0776.The horizontal coordinates were established by classical geodetic methods
 HE0776.and adjusted by the National Geodetic Survey in October 1998..
 HE0776
 HE0776
 HE0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0776
 HE0776.The geoid height was determined by GEOID03.
 HE0776
 HE0776;                    North         East     Units Scale Factor Converg.
 HE0776;SPC KS S     -   457,847.011   668,297.534   MT  1.00002528   +1 51 22.3
 HE0776;UTM  15      - 4,114,248.252   279,797.917   MT  1.00019736   -1 29 52.5
 HE0776
 HE0776                          SUPERSEDED SURVEY CONTROL
 HE0776
 HE0776  NAD 83(1997)-  37 08 55.37527(N)    095 28 46.10033(W) AD(       ) 4
 HE0776  NAD 83(1986)-  37 08 55.38637(N)    095 28 46.08487(W) AD(       ) 4
 HE0776  NAD 27      -  37 08 55.13211(N)    095 28 45.17547(W) AD(       ) 3
 HE0776
 HE0776.Superseded values are not recommended for survey control.
 HE0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0776.See file dsdata.txt to determine how the superseded data were derived.
 HE0776
 HE0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7979814248(NAD 83)
 HE0776_MARKER: 42 = RADIO/TV MAST
 HE0776
 HE0776  HISTORY     - Date     Condition        Report By
 HE0776  HISTORY     - 1966     FIRST OBSERVED   CGS
 HE0776
 HE0776                          STATION DESCRIPTION
 HE0776
 HE0776'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0778 ***********************************************************************
 HE0778  DESIGNATION -  ANGOLA RADIO STA KGGF MAST 1
 HE0778  PID         -  HE0778
 HE0778  STATE/COUNTY-  KS/LABETTE
 HE0778  USGS QUAD   -  MOUND VALLEY (1974)
 HE0778
 HE0778                         *CURRENT SURVEY CONTROL
 HE0778  ___________________________________________________________________
 HE0778* NAD 83(1997)-  37 08 52.53001(N)    095 28 47.75054(W)     ADJUSTED  
 HE0778* NAVD 88     -                                                        
 HE0778  ___________________________________________________________________
 HE0778  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HE0778  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HE0778
 HE0778  HORZ ORDER  -  THIRD
 HE0778
 HE0778.The horizontal coordinates were established by classical geodetic methods
 HE0778.and adjusted by the National Geodetic Survey in October 1998..
 HE0778
 HE0778
 HE0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0778
 HE0778.The geoid height was determined by GEOID03.
 HE0778
 HE0778;                    North         East     Units Scale Factor Converg.
 HE0778;SPC KS S     -   457,758.140   668,259.677   MT  1.00002546   +1 51 21.3
 HE0778;UTM  15      - 4,114,161.733   279,754.919   MT  1.00019759   -1 29 53.4
 HE0778
 HE0778                          SUPERSEDED SURVEY CONTROL
 HE0778
 HE0778  NAD 83(1997)-  37 08 52.53380(N)    095 28 47.75018(W) AD(       ) 4
 HE0778  NAD 83(1986)-  37 08 52.54492(N)    095 28 47.73471(W) AD(       ) 4
 HE0778  NAD 27      -  37 08 52.29058(N)    095 28 46.82490(W) AD(       ) 3
 HE0778
 HE0778.Superseded values are not recommended for survey control.
 HE0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0778.See file dsdata.txt to determine how the superseded data were derived.
 HE0778
 HE0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7975514162(NAD 83)
 HE0778_MARKER: 42 = RADIO/TV MAST
 HE0778
 HE0778  HISTORY     - Date     Condition        Report By
 HE0778  HISTORY     - 1966     FIRST OBSERVED   CGS
 HE0778
 HE0778                          STATION DESCRIPTION
 HE0778
 HE0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0778'THE STATION IS THE CENTER OF THE TOP OF A 354 FOOT HIGH
 HE0778'STEEL MAST, LOCATED ABOUT 6-1/2 MILES EAST OF LIBERTY AND 3
 HE0778'MILES NORTH-NORTHWEST OF ANGOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0780 ***********************************************************************
 HE0780  DESIGNATION -  ANGOLA RADIO STA KGGF MAST 2
 HE0780  PID         -  HE0780
 HE0780  STATE/COUNTY-  KS/LABETTE
 HE0780  USGS QUAD   -  MOUND VALLEY (1974)
 HE0780
 HE0780                         *CURRENT SURVEY CONTROL
 HE0780  ___________________________________________________________________
 HE0780* NAD 83(1997)-  37 08 39.11629(N)    095 28 42.31338(W)     ADJUSTED  
 HE0780* NAVD 88     -                                                        
 HE0780  ___________________________________________________________________
 HE0780  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HE0780  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HE0780
 HE0780  HORZ ORDER  -  THIRD
 HE0780
 HE0780.The horizontal coordinates were established by classical geodetic methods
 HE0780.and adjusted by the National Geodetic Survey in October 1998..
 HE0780
 HE0780
 HE0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0780
 HE0780.The geoid height was determined by GEOID03.
 HE0780
 HE0780;                    North         East     Units Scale Factor Converg.
 HE0780;SPC KS S     -   457,349.177   668,407.185   MT  1.00002633   +1 51 24.6
 HE0780;UTM  15      - 4,113,744.769   279,878.268   MT  1.00019692   -1 29 49.7
 HE0780
 HE0780                          SUPERSEDED SURVEY CONTROL
 HE0780
 HE0780  NAD 83(1997)-  37 08 39.12007(N)    095 28 42.31296(W) AD(       ) 4
 HE0780  NAD 83(1986)-  37 08 39.13125(N)    095 28 42.29753(W) AD(       ) 4
 HE0780  NAD 27      -  37 08 38.87611(N)    095 28 41.38802(W) AD(       ) 3
 HE0780
 HE0780.Superseded values are not recommended for survey control.
 HE0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0780.See file dsdata.txt to determine how the superseded data were derived.
 HE0780
 HE0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7987813745(NAD 83)
 HE0780_MARKER: 42 = RADIO/TV MAST
 HE0780
 HE0780  HISTORY     - Date     Condition        Report By
 HE0780  HISTORY     - 1966     FIRST OBSERVED   CGS
 HE0780
 HE0780                          STATION DESCRIPTION
 HE0780
 HE0780'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0782 ***********************************************************************
 HE0782  DESIGNATION -  ANGOLA RADIO STA KGGF MAST 4
 HE0782  PID         -  HE0782
 HE0782  STATE/COUNTY-  KS/LABETTE
 HE0782  USGS QUAD   -  MOUND VALLEY (1974)
 HE0782
 HE0782                         *CURRENT SURVEY CONTROL
 HE0782  ___________________________________________________________________
 HE0782* NAD 83(1997)-  37 08 41.95302(N)    095 28 40.66064(W)     ADJUSTED  
 HE0782* NAVD 88     -                                                        
 HE0782  ___________________________________________________________________
 HE0782  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HE0782  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HE0782
 HE0782  HORZ ORDER  -  THIRD
 HE0782
 HE0782.The horizontal coordinates were established by classical geodetic methods
 HE0782.and adjusted by the National Geodetic Survey in October 1998..
 HE0782
 HE0782
 HE0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0782
 HE0782.The geoid height was determined by GEOID03.
 HE0782
 HE0782;                    North         East     Units Scale Factor Converg.
 HE0782;SPC KS S     -   457,437.905   668,445.118   MT  1.00002615   +1 51 25.7
 HE0782;UTM  15      - 4,113,831.141   279,921.335   MT  1.00019669   -1 29 48.8
 HE0782
 HE0782                          SUPERSEDED SURVEY CONTROL
 HE0782
 HE0782  NAD 83(1997)-  37 08 41.95681(N)    095 28 40.66028(W) AD(       ) 4
 HE0782  NAD 83(1986)-  37 08 41.96796(N)    095 28 40.64482(W) AD(       ) 4
 HE0782  NAD 27      -  37 08 41.71286(N)    095 28 39.73548(W) AD(       ) 3
 HE0782
 HE0782.Superseded values are not recommended for survey control.
 HE0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0782.See file dsdata.txt to determine how the superseded data were derived.
 HE0782
 HE0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7992113831(NAD 83)
 HE0782_MARKER: 42 = RADIO/TV MAST
 HE0782
 HE0782  HISTORY     - Date     Condition        Report By
 HE0782  HISTORY     - 1966     FIRST OBSERVED   CGS
 HE0782
 HE0782                          STATION DESCRIPTION
 HE0782
 HE0782'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1628 ***********************************************************************
 JF1628  DESIGNATION -  ANGUS
 JF1628  PID         -  JF1628
 JF1628  STATE/COUNTY-  KS/MCPHERSON
 JF1628  USGS QUAD   -  MARQUETTE (1979)
 JF1628
 JF1628                         *CURRENT SURVEY CONTROL
 JF1628  ___________________________________________________________________
 JF1628* NAD 83(1997)-  38 34 51.96001(N)    097 45 23.30485(W)     ADJUSTED  
 JF1628* NAVD 88     -       500.     (meters)    1640.     (feet)  SCALED    
 JF1628  ___________________________________________________________________
 JF1628  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 JF1628  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 JF1628
 JF1628  HORZ ORDER  -  SECOND
 JF1628
 JF1628.The horizontal coordinates were established by classical geodetic methods
 JF1628.and adjusted by the National Geodetic Survey in October 1998..
 JF1628
 JF1628.The orthometric height was scaled from a topographic map.
 JF1628
 JF1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1628
 JF1628.The geoid height was determined by GEOID03.
 JF1628
 JF1628;                    North         East     Units Scale Factor Converg.
 JF1628;SPC KS S     -   612,739.098   464,786.576   MT  1.00000289   +0 27 24.9
 JF1628;SPC KS N     -    27,533.360   421,220.140   MT  1.00002465   +0 09 14.7
 JF1628;UTM  14      - 4,271,025.537   608,313.077   MT  0.99974447   +0 46 32.0
 JF1628
 JF1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1628!SPC KS S     -   0.99992589  x   1.00000289  =   0.99992878
 JF1628!SPC KS N     -   0.99992589  x   1.00002465  =   0.99995053
 JF1628!UTM  14      -   0.99992589  x   0.99974447  =   0.99967038
 JF1628
 JF1628|---------------------------------------------------------------------|
 JF1628| PID    Reference Object                     Distance      Geod. Az  |
 JF1628|                                                           dddmmss.s |
 JF1628| CL4189 ANGUS RM 1                           12.309 METERS 03303     |
 JF1628| JF1620 LINDSBORG MUN TANK                  APPROX. 7.0 KM 0904455.8 |
 JF1628| JF1622 LINDSBORG BETHANY LUTH CHURCH       APPROX. 7.1 KM 0933315.1 |
 JF1628| JF1544 LINDSBORG ATT MICROWAVE             APPROX.17.6 KM 1335233.4 |
 JF1628| JF1549 LINDSBORG KANS PWR AND LT MAST      APPROX.15.4 KM 1420013.4 |
 JF1628| CL4190 ANGUS RM 2                           12.150 METERS 14945     |
 JF1628|---------------------------------------------------------------------|
 JF1628
 JF1628                          SUPERSEDED SURVEY CONTROL
 JF1628
 JF1628  NAD 83(1986)-  38 34 51.97023(N)    097 45 23.30589(W) AD(       ) 2
 JF1628  NAD 27      -  38 34 51.94480(N)    097 45 22.15410(W) AD(       ) 2
 JF1628
 JF1628.Superseded values are not recommended for survey control.
 JF1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1628.See file dsdata.txt to determine how the superseded data were derived.
 JF1628
 JF1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH0831371026(NAD 83)
 JF1628_MARKER: DS = TRIANGULATION STATION DISK
 JF1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1628
 JF1628  HISTORY     - Date     Condition        Report By
 JF1628  HISTORY     - 1961     MONUMENTED       CGS
 JF1628  HISTORY     - 1970     GOOD             NGS
 JF1628
 JF1628                          STATION DESCRIPTION
 JF1628
 JF1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF1628'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF LINDSBORG, AND
 JF1628'ABOUT 1.1 MILES NORTH OF STATE HIGHWAY 4, ON THE SOUTH END
 JF1628'AND HIGHEST PART OF A HIGH GRASSY RIDGE.  THE STATION IS BETWEEN
 JF1628'THE HEADS OF TWO WASHES THAT LEAD IN SOUTH AND EAST DIRECTIONS,
 JF1628'ABOUT 200 YARDS EAST OF A WIRE GATE, WITH AN OVERHEAD WIRE, IN
 JF1628'A NORTH-SOUTH FENCE LINE, ABOUT 120 YARDS SOUTH OF A LONE
 JF1628'SCRUBBY TREE, AND ABOUT 100 YARDS NORTH OF AN EAST-WEST FENCE
 JF1628'LINE.
 JF1628'
 JF1628'TO REACH THE STATION FROM THE INTERSECTION OF LINCOLN AND MAIN
 JF1628'STREETS IN LINDSBORG, GO SOUTH AND WEST ON MAIN STREET AND
 JF1628'STATE HIGHWAY 4 FOR 4.7 MILES TO THE JEROME PALMQUEST RANCH
 JF1628'BUILDINGS ON THE LEFT, SOUTH, SIDE OF THE HIGHWAY, CONTINUE WEST
 JF1628'FOR 75 YARDS TO A ROAD RIGHT, TURN RIGHT, JOG LEFT THROUGH A
 JF1628'WIRE GATE, AND DRIVE NORTH FOR 0.1 MILE TO A WIRE GATE AND
 JF1628'ENTRANCE TO A FEED LOT, PASS THROUGH GATE AND CONTINUE NORTH,
 JF1628'PASSING OVER AN EARTH FILLED DAM, FOR 0.4 MILE TO A GATE, PASS
 JF1628'THROUGH GATE AND CONTINUE NORTH FOR 0.4 MILE TO ANOTHER GATE,
 JF1628'PASS THROUGH AND CONTINUE NORTH AND NORTHEAST FOR 0.4 MILE TO A
 JF1628'GATE WITH AN OVERHEAD WIRE, PASS THROUGH AND DRIVE EAST, CROSS
 JF1628'COUNTRY, FOR 0.1 MILE TO THE CREST OF THE RIDGE AND THE STATION.
 JF1628'
 JF1628'THE STATION MARK, A STANDARD DISK STAMPED ANGUS 1961, IS SET
 JF1628'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 10-INCHES
 JF1628'SQUARE AT THE TOP AND PROJECTS 4 INCHES ABOVE THE GROUND.
 JF1628'
 JF1628'REFERENCE MARK 1, A STANDARD DISK STAMPED ANGUS NO 1 1961, IS SET
 JF1628'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 10-INCHES
 JF1628'SQUARE AT THE TOP AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 JF1628'AT THE SAME APPROXIMATE ELEVATION AS THE STATION.
 JF1628'
 JF1628'REFERENCE MARK 2, A STANDARD DISK STAMPED ANGUS NO 2 1961, IS
 JF1628'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 10-INCHES
 JF1628'SQUARE AT THE TOP AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 JF1628'AT THE SAME APPROXIMATE ELEVATION AS THE STATION MARK.
 JF1628
 JF1628                          STATION RECOVERY (1970)
 JF1628
 JF1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1628'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 JF1628'GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE DIRECTION TO BOTH
 JF1628'REFERENCE MARKS AND A SLIGHT DIFFERENCE WAS NOTED IN THE DISTANCE
 JF1628'TO REFERENCE MARK 1.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.
 JF1628'DUE TO DIFFERENCES AND ROAD CHANGES, FOLLOWING IS A NEW AND
 JF1628'COMPLETE DESCRIPTION.
 JF1628'
 JF1628'STATION IS LOCATED ABOUT 6 MILES SOUTH OF FALUN, 5 MILES NORTHEAST
 JF1628'OF MARQUETTE, 4-1/2 MILES WEST OF LINDSBORG, 1.0 MILE NORTH OF
 JF1628'STATE HIGHWAY 4 ON THE SOUTH END AND HIGHEST PART OF A GRASSY
 JF1628'RIDGE.  AND ON THE PROPERTY OF MR. ELMER JOHNSON, (KNOWN AS THE
 JF1628'JOHNSON HERFORD FARM).  TELEPHONE NUMBER SALEMBORG 71.  HE
 JF1628'LIVES 2-1/2 MILES WEST AND 1.0 MILE SOUTH OF THE ASSARIA
 JF1628'INTERCHANGE AND INTERSTATE 35 W.  IT IS LOCATED IN THE
 JF1628'SOUTHWEST 1/4 OF SECTION 10, T 17 S, R 4 W.
 JF1628'
 JF1628'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JF1628'LINCOLN STREET IN LINDSBORG, GO NORTH ON MAIN STREET FOR 0.45
 JF1628'MILE TO WEST SWENSSON STREET, TURN LEFT AND GO WEST ON WEST
 JF1628'SWENSSON STREET FOR 0.5 MILE TO A SURFACED CROSSROAD, CONTINUE
 JF1628'WEST ON BLADED ROAD FOR 2.0 MILES TO A CROSSROAD.  CONTINUE WEST
 JF1628'ON DIRT ROAD FOR 1.05 MILES TO A LOCKED METAL GATE, PASS THROUGH
 JF1628'GATE AND FOLLOW PASTURE ROAD WEST AND NORTH FOR 0.45 MILE TO
 JF1628'A FORK, KEEP LEFT FORK AND CONTINUE WEST ON ROAD FOR 0.5 MILES
 JF1628'TO A FORK, (RIGHT FORK LEADS TO A CORRAL ABOUT 0.1 MILE NORTH),
 JF1628'KEEP THE LEFT FORK AND CONTINUE WESTERLY ON ROAD FOR 0.45 MILE TO
 JF1628'A LONE TREE ON THE RIGHT, BEAR LEFT LEAVING ROAD AND GO ACROSS
 JF1628'COUNTRY FOR 0.05 MILE TO THE HIGHEST PART OF HILL AND STATION.
 JF1628'
 JF1628'THE STATION MARK IS A STANDARD DISK STAMPED ANGUS 1961.  IT IS SET
 JF1628'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 JF1628'INCHES ABOVE THE GROUND SURFACE, IS ABOUT 0.15 MILES EAST OF A
 JF1628'NORTH-SOUTH FENCE, ABOUT 0.1 MILE NORTH OF A EAST-WEST FENCE, 2.4
 JF1628'FEET WEST-NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 JF1628'
 JF1628'REFERENCE MARK 1, A STANDARD DISK STAMPED ANGUS NO 1 1961.  IT
 JF1628'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JF1628'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE, IS 39.0 FEET SOUTH
 JF1628'OF A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 JF1628'STATION MARK.
 JF1628'
 JF1628'REFERENCE MARK 2, A STANDARD DISK STAMPED ANGUS NO 2 1961.  IT IS
 JF1628'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JF1628'3 INCHES ABOVE THE GROUND SURFACE, IS 38.7 FEET SOUTHEAST OF
 JF1628'A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION
 JF1628'MARK.
 JF1628'
 JF1628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/2 MILES
 JF1628'WEST OF LINDSBORG.
 JF1628'
 JF1628'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1144 ***********************************************************************
 HE1144  DESIGNATION -  ANNA
 HE1144  PID         -  HE1144
 HE1144  STATE/COUNTY-  KS/CRAWFORD
 HE1144  USGS QUAD   -  HIATTVILLE (1964)
 HE1144
 HE1144                         *CURRENT SURVEY CONTROL
 HE1144  ___________________________________________________________________
 HE1144* NAD 83(1997)-  37 40 23.73604(N)    094 48 50.00242(W)     ADJUSTED  
 HE1144* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 HE1144  ___________________________________________________________________
 HE1144  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HE1144  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HE1144
 HE1144  HORZ ORDER  -  SECOND
 HE1144
 HE1144.The horizontal coordinates were established by classical geodetic methods
 HE1144.and adjusted by the National Geodetic Survey in October 1998..
 HE1144
 HE1144.The orthometric height was scaled from a topographic map.
 HE1144
 HE1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1144
 HE1144.The geoid height was determined by GEOID03.
 HE1144
 HE1144;                    North         East     Units Scale Factor Converg.
 HE1144;SPC KS S     -   518,143.384   725,088.739   MT  0.99994497   +2 15 54.8
 HE1144;UTM  15      - 4,171,111.367   340,034.527   MT  0.99991519   -1 06 31.7
 HE1144
 HE1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1144!SPC KS S     -   0.99995589  x   0.99994497  =   0.99990087
 HE1144!UTM  15      -   0.99995589  x   0.99991519  =   0.99987109
 HE1144
 HE1144:                Primary Azimuth Mark                     Grid Az
 HE1144:SPC KS S     -  ARCADIA MICROWAVE MAST                   103 42 22.8
 HE1144:UTM  15      -  ARCADIA MICROWAVE MAST                   107 04 49.3
 HE1144
 HE1144|---------------------------------------------------------------------|
 HE1144| PID    Reference Object                     Distance      Geod. Az  |
 HE1144|                                                           dddmmss.s |
 HE1144| HE1141 ARCADIA MICROWAVE MAST              APPROX.12.0 KM 1055817.6 |
 HE1144| CN5539 ANNA AZ MK                                         1871547.0 |
 HE1144| CN5540 ANNA RM 1                            23.100 METERS 21605     |
 HE1144| CN5541 ANNA RM 2                            24.847 METERS 32620     |
 HE1144|---------------------------------------------------------------------|
 HE1144
 HE1144                          SUPERSEDED SURVEY CONTROL
 HE1144
 HE1144  NAD 83(1997)-  37 40 23.74181(N)    094 48 50.00292(W) AD(       ) 2
 HE1144  NAD 83(1986)-  37 40 23.74505(N)    094 48 49.99597(W) AD(       ) 2
 HE1144  NAD 27      -  37 40 23.58615(N)    094 48 49.10768(W) AD(       ) 2
 HE1144
 HE1144.Superseded values are not recommended for survey control.
 HE1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1144.See file dsdata.txt to determine how the superseded data were derived.
 HE1144
 HE1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4003571111(NAD 83)
 HE1144_MARKER: DS = TRIANGULATION STATION DISK
 HE1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1144
 HE1144  HISTORY     - Date     Condition        Report By
 HE1144  HISTORY     - 1965     MONUMENTED       CGS
 HE1144
 HE1144                          STATION DESCRIPTION
 HE1144
 HE1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1144'THE STATION IS 10 MILES WEST OF ARCADIA, 4 MILES NORTH OF
 HE1144'FARLINGTON, 100 YARDS SOUTH OF THE BOURBON-CRAWFORD COUNTY
 HE1144'LINE, AND ON THE EAST RIGHT-OF-WAY ON A NORTH-SOUTH SECTION
 HE1144'LINE ROAD.
 HE1144'
 HE1144'TO REACH THE STATION FROM A CROSSROAD AT THE SOUTHWEST EDGE
 HE1144'OF FARLINGTON, GO NORTH ON STATE HIGHWAY 7 FOR 3.0 MILES
 HE1144'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON THE GRAVEL ROAD FOR
 HE1144'0.9 MILE TO AN ABANDONED BUILDING ON THE RIGHT AND THE AZIMUTH
 HE1144'MARK ON THE LEFT.  CONTINUE EAST FOR 0.1 MILE TO A T-ROAD.
 HE1144'TURN LEFT AND GO NORTH ON THE MAIN TRAVELED ROAD FOR 1.0 MILE TO
 HE1144'A WIRE GATE ON THE LEFT AND THE STATION ON THE RIGHT.
 HE1144'
 HE1144'STATION MARK IS A STANDARD DISK STAMPED ANNA 1964, SET IN
 HE1144'THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 HE1144'4 INCHES.  IT IS 57.5 FEET EAST-NORTHEAST OF A POWER POLE
 HE1144'WITH A TRANSFORMER, 48.5 FEET EAST OF THE NORTH GATE POST OF THE
 HE1144'WIRE GATE, 23 FEET EAST OF THE CENTERLINE OF GRAVEL ROAD,
 HE1144'AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 HE1144'
 HE1144'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ANNA NO 1 1964,
 HE1144'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH
 HE1144'THE SURFACE OF THE GROUND.  IT IS 47.5 FEET SOUTH OF THE NORTH
 HE1144'GATE POST, 28 FEET SOUTH OF THE POWER POLE, 23 FEET WEST OF
 HE1144'THE CENTERLINE OF THE GRAVEL ROAD, AND 1 FOOT EAST OF THE
 HE1144'WEST RIGHT-OF-WAY FENCE.
 HE1144'
 HE1144'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ANNA NO 2 1964,
 HE1144'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HE1144'PROJECTS 1 INCH.  IT IS 81 FEET NORTH OF THE NORTH GATE POST,
 HE1144'23 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD AND 1 FOOT
 HE1144'EAST OF THE WEST RIGHT-OF-WAY FENCE.
 HE1144'
 HE1144'AZIMUTH MARK IS A STANDARD DISK STAMPED ANNA 1964, SET IN
 HE1144'THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 HE1144'6 INCHES.  IT IS 20 FEET NORTH OF THE CENTERLINE OF A GRAVEL
 HE1144'ROAD, 2 FEET EAST-SOUTHEAST OF A METAL WITNESS POST, 1.5
 HE1144'FEET SOUTHWEST OF A POWER POLE, AND 1 FOOT SOUTH OF THE
 HE1144'RIGHT-OF-WAY FENCE.
 HE1144'
 HE1144'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1381 ***********************************************************************
 HF1381  DESIGNATION -  ANNESS
 HF1381  PID         -  HF1381
 HF1381  STATE/COUNTY-  KS/SEDGWICK
 HF1381  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF1381
 HF1381                         *CURRENT SURVEY CONTROL
 HF1381  ___________________________________________________________________
 HF1381* NAD 83(1997)-  37 29 21.29908(N)    097 42 58.06551(W)     ADJUSTED  
 HF1381* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 HF1381  ___________________________________________________________________
 HF1381  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HF1381  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 HF1381
 HF1381  HORZ ORDER  -  SECOND
 HF1381
 HF1381.The horizontal coordinates were established by classical geodetic methods
 HF1381.and adjusted by the National Geodetic Survey in October 1998..
 HF1381
 HF1381.The orthometric height was scaled from a topographic map.
 HF1381
 HF1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1381
 HF1381.The geoid height was determined by GEOID03.
 HF1381
 HF1381;                    North         East     Units Scale Factor Converg.
 HF1381;SPC KS S     -   491,585.591   469,320.717   MT  0.99996370   +0 28 54.2
 HF1381;UTM  14      - 4,149,922.693   613,500.179   MT  0.99975868   +0 46 53.3
 HF1381
 HF1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1381!SPC KS S     -   0.99993841  x   0.99996370  =   0.99990211
 HF1381!UTM  14      -   0.99993841  x   0.99975868  =   0.99969711
 HF1381
 HF1381|---------------------------------------------------------------------|
 HF1381| PID    Reference Object                     Distance      Geod. Az  |
 HF1381|                                                           dddmmss.s |
 HF1381| CL4192 ANNESS RM 1                          24.739 METERS 00956     |
 HF1381| CL4191 ANNESS AZ MK                                       0922805.1 |
 HF1381| HF1414 NORWICH MUNICIPAL TANK              APPROX.12.1 KM 2515403.3 |
 HF1381| CL4193 ANNESS RM 2                          18.532 METERS 26553     |
 HF1381| HF1447 GODDARD MUNICIPAL TANK              APPROX.22.0 KM 3385154.6 |
 HF1381|---------------------------------------------------------------------|
 HF1381
 HF1381                          SUPERSEDED SURVEY CONTROL
 HF1381
 HF1381  NAD 83(1997)-  37 29 21.30479(N)    097 42 58.06516(W) AD(       ) 2
 HF1381  NAD 83(1986)-  37 29 21.30834(N)    097 42 58.06172(W) AD(       ) 2
 HF1381  NAD 27      -  37 29 21.24630(N)    097 42 56.88536(W) AD(       ) 2
 HF1381
 HF1381.Superseded values are not recommended for survey control.
 HF1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1381.See file dsdata.txt to determine how the superseded data were derived.
 HF1381
 HF1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1350049923(NAD 83)
 HF1381_MARKER: DS = TRIANGULATION STATION DISK
 HF1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1381
 HF1381  HISTORY     - Date     Condition        Report By
 HF1381  HISTORY     - 1962     MONUMENTED       CGS
 HF1381
 HF1381                          STATION DESCRIPTION
 HF1381
 HF1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1381'THE STATION IS ABOUT 5 MILES NORTHEAST OF MILTON, 4 MILES
 HF1381'WEST OF VIOLA, 1 MILE NORTHEAST OF ANNESS, IN THE NORTHWEST
 HF1381'ANGLE OF A CROSSROAD AND IN THE SOUTHEAST CORNER OF PASTURE
 HF1381'LAND OWNED BY MR. HEDRICK.
 HF1381'
 HF1381'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HF1381'42 AND 49 AT THE NORTHEAST EDGE OF VIOLA, GO NORTH ON GRAVELED
 HF1381'ROAD FOR ABOUT 100 FEET TO A CROSSROAD.  TURN LEFT, WEST,
 HF1381'ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.  CONTINUE
 HF1381'AHEAD, WEST, ON A GRAVELED ROAD FOR 1.6 MILES TO THE AZIMUTH
 HF1381'MARK ON THE LEFT.  CONTINUE AHEAD, WEST, ON THE GRAVELED ROAD
 HF1381'FOR 0.4 MILE TO A CROSSROAD AND THE STATION IN THE NORTHWEST
 HF1381'ANGLE OF THE CROSSROAD.
 HF1381'
 HF1381'STATION MARKS ARE STANDARD DISKS STAMPED ANNESS 1962.  THE
 HF1381'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 HF1381'THE SURFACE OF THE GROUND.  IT IS 61 FEET NORTHWEST OF THE
 HF1381'CENTER OF THE CROSSROAD, 44 FEET WEST OF THE CENTER OF A
 HF1381'GRAVELED ROAD, 43 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 HF1381'4.5 FEET NORTHWEST OF A CORNER FENCE POST AND 4.5 FEET NORTHEAST
 HF1381'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 HF1381'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 HF1381'OF THE GROUND.
 HF1381'
 HF1381'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ANNESS NO 1
 HF1381'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 HF1381'INCHES.  IT IS 84 FEET NORTH OF THE CORNER FENCE POST, 31
 HF1381'FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT EAST
 HF1381'OF A FENCE.
 HF1381'
 HF1381'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ANNESS NO 2 1962,
 HF1381'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HF1381'OF THE GROUND.  IT IS 63.5 FEET WEST OF THE CORNER FENCE
 HF1381'POST, 39 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND
 HF1381'1 FOOT SOUTH OF A FENCE.
 HF1381'
 HF1381'AZIMUTH MARK, A STANDARD DISK STAMPED ANNESS 1962, IS SET IN
 HF1381'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS ABOUT
 HF1381'0.1 MILE WEST OF A FARMHOME, 41 FEET SOUTH OF THE CENTER OF
 HF1381'THE GRAVELED ROAD, 7 FEET WEST OF A POWER POLE, 2.5 FEET WEST
 HF1381'OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 HF1381'
 HF1381'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1356 ***********************************************************************
 HF1356  DESIGNATION -  ANSON RESET
 HF1356  PID         -  HF1356
 HF1356  STATE/COUNTY-  KS/SUMNER
 HF1356  USGS QUAD   -  WELLINGTON (1983)
 HF1356
 HF1356                         *CURRENT SURVEY CONTROL
 HF1356  ___________________________________________________________________
 HF1356* NAD 83(1997)-  37 22 28.46494(N)    097 29 04.46662(W)     ADJUSTED  
 HF1356* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 HF1356  ___________________________________________________________________
 HF1356  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HF1356  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HF1356
 HF1356  HORZ ORDER  -  THIRD
 HF1356
 HF1356.The horizontal coordinates were established by classical geodetic methods
 HF1356.and adjusted by the National Geodetic Survey in October 1998..
 HF1356
 HF1356.The orthometric height was scaled from a topographic map.
 HF1356
 HF1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1356
 HF1356.The geoid height was determined by GEOID03.
 HF1356
 HF1356;                    North         East     Units Scale Factor Converg.
 HF1356;SPC KS S     -   479,056.875   489,935.933   MT  0.99998054   +0 37 26.4
 HF1356;UTM  14      - 4,137,503.616   634,176.495   MT  0.99982177   +0 55 12.1
 HF1356
 HF1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1356!SPC KS S     -   0.99994140  x   0.99998054  =   0.99992194
 HF1356!UTM  14      -   0.99994140  x   0.99982177  =   0.99976318
 HF1356
 HF1356|---------------------------------------------------------------------|
 HF1356| PID    Reference Object                     Distance      Geod. Az  |
 HF1356|                                                           dddmmss.s |
 HF1356| AI1262 ANSON RM 1                            8.140 METERS 09014     |
 HF1356| AI1263 ANSON RM 2                           14.482 METERS 18329     |
 HF1356| AI1264 TT 7 LB                                            2672527.0 |
 HF1356|---------------------------------------------------------------------|
 HF1356
 HF1356                          SUPERSEDED SURVEY CONTROL
 HF1356
 HF1356  NAD 83(1997)-  37 22 28.47025(N)    097 29 04.46371(W) AD(       ) 3
 HF1356  NAD 83(1986)-  37 22 28.47549(N)    097 29 04.46022(W) AD(       ) 3
 HF1356  NAD 27      -  37 22 28.40537(N)    097 29 03.28918(W) AD(       ) 3
 HF1356
 HF1356.Superseded values are not recommended for survey control.
 HF1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1356.See file dsdata.txt to determine how the superseded data were derived.
 HF1356
 HF1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3417637504(NAD 83)
 HF1356_MARKER: DH = HORIZONTAL CONTROL DISK
 HF1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1356_STAMPING: ANSON 1957 1982
 HF1356_MARK LOGO: NGS   
 HF1356_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1356+STABILITY: SURFACE MOTION
 HF1356
 HF1356  HISTORY     - Date     Condition        Report By
 HF1356  HISTORY     - 1982     MONUMENTED       NGS
 HF1356
 HF1356                          STATION DESCRIPTION
 HF1356
 HF1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HF1356'THE SURFACE STATION MARK AND REFERENCE MARK 2 WERE FOUND DESTROYED.
 HF1356'USGS TT 7 LB 1954 WAS SEARCHED FOR BUT NOT FOUND AND IS PRESUMED
 HF1356'DESTROYED.  THE UNDERGROUND MARK AND REFERENCE MARK 1 WERE FOUND IN
 HF1356'GOOD CONDITION.  A NEW SURFACE MARK, REFERENCE MARK 3 AND AN AZIMUTH
 HF1356'MARK 2 WERE ESTABLISHED.  THE DIRECTION TO REFERENCE MARK 1 DIFFERED
 HF1356'BY 10 MINUTES LARGER AND THE DISTANCE BY 0.013 METER (0.043 FT)
 HF1356'LONGER.  THE OBSERVED DIRECTION TO THE WELLINGTON MUNICIPAL WATER TANK
 HF1356'DIFFERED FROM THE INVERSED DIRECTION BY 17 SECONDS, HOWEVER, THE
 HF1356'OBSERVED DIRECTION TO THE MAYFIELD WELLINGTON MUNICIPAL WATER TANK
 HF1356'AGREED WITH AN INVERSED DIRECTION.  A NEW DESCRIPTION FOLLOWS.  THE
 HF1356'STATION IS LOCATED ABOUT 14.0 KM (8.70 MI) NORTHEAST OF MAYFIELD, 13.8
 HF1356'KM (8.55 MI) NORTHWEST OF WELLINGTON, 13.8 KM (8.55 MI) EAST OF CONWAY
 HF1356'SPRINGS, 13.2 KM (8.20 MI) SOUTH OF CLEARWATER AND ON THE NORTH
 HF1356'RIGHT-OF-WAY OF A GRADED COUNTY ROAD.  TO REACH THE STATION FROM THE
 HF1356'POST OFFICE IN CLEARWATER, GO WEST FOR 0.08 KM (0.05 MI) TO A
 HF1356'CROSSROAD.  TURN LEFT AND GO SOUTH, THE WEST, THEN SOUTH ON A PAVED
 HF1356'ROAD FOR 13.20 KM (8.20 MI) TO A T-ROAD.  TURN LEFT AND GO EAST ON A
 HF1356'PAVED ROAD FOR 161 KM (100.05 MI) TO AN OFFSET CROSSROAD.  TURN RIGHT
 HF1356'AND GO SOUTH ON A GRAVELED ROAD FOR 1.61 KM (1.00 MI) TO A DIRT
 HF1356'CROSSROAD.  TURN LEFT AND GO EAST ON A GRADED DIRT ROAD FOR 0.08 KM
 HF1356'(0.05 MI) TO THE AZIMUTH MARK ON THE RIGHT, AT A POWER POLE. CONTINUE
 HF1356'EAST FOR 0.71 KM (0.45 MI) TO THE TOP OF A HILL AND THE STATION ON THE
 HF1356'LEFT.  THE STATION IS A STANDARD NGS DISK STAMPED---ANSON 1957
 HF1356'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 14 INCHES (36
 HF1356'CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE
 HF1356'STATION IS LOCATED 18.45 METERS (60.53 FT) NORTH-NORTHEAST FROM THE
 HF1356'POWERLINE POLE AT RM 3, 7.0 METERS (23.0 FT) NORTH FROM THE CENTERLINE
 HF1356'OF THE ROAD, 1.52 METRE WEST FROM A 3-INCH DIAMETER PIPE THAT PROJECTS
 HF1356'6 FT, (1.8 M) 0.40 METERS (1.31 FT) EAST FROM A WITNESS POST.
 HF1356'REFERENCE MARK NO 1, IS A STANDARD CGS DISK STAMPED---ANSON NO 1
 HF1356'1957---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 HF1356'CM) IN ON SIDE, PROJECTING 2 INCHES, (5 CM) ABOVE THE GROUND.  THE
 HF1356'STATION IS LOCATED 23.10 METERS (75.79 FT) NORTHEAST FORM THE A
 HF1356'POWERLINE POLE, 7.0 METERS (23.0 FT) NORTH FROM THE CENTERLINE OF THE
 HF1356'ROAD, 0.3 METERS (1.0 FT) WEST FROM A WITNESS POST, 0.3 METERS (1.0
 HF1356'FT) LOWER THAN THE STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS
 HF1356'DISK STAMPED---ANSON 1957 NO 3 1982---, SET INTO THE TOP OF A ROUND
 HF1356'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 2 INCHES
 HF1356'(5 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 8.2 METERS (26.9 FT)
 HF1356'SOUTH FROM THE CENTERLINE OF THE ROAD, 10.4 METERS (34.1 FT) NORTH
 HF1356'FROM A POWERLINE POLE, 0.3 METERS (1.0 FT) EAST FROM A WITNESS POST.
 HF1356'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---ANSON 1957 NO 2
 HF1356'1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 HF1356'CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  THE
 HF1356'STATION IS LOCATED 7.9 METERS (25.9 FT) SOUTH FROM THE CENTERLINE OF
 HF1356'THE ROAD, 1.01 METERS (3.31 FT) NORTHWEST FROM A POWERLINE POLE, 0.52
 HF1356'METERS (1.71 FT) WEST FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK
 HF1356'FROM THE STATION, GO WEST ON THE DIRT ROAD FOR 71 KM (44.10 MI) TO THE
 HF1356'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1465 ***********************************************************************
 JF1465  DESIGNATION -  ANTELOPE
 JF1465  PID         -  JF1465
 JF1465  STATE/COUNTY-  KS/GEARY
 JF1465  USGS QUAD   -  WHITE CITY NW (1971)
 JF1465
 JF1465                         *CURRENT SURVEY CONTROL
 JF1465  ___________________________________________________________________
 JF1465* NAD 83(1997)-  38 53 05.34309(N)    096 38 04.01996(W)     ADJUSTED  
 JF1465* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 JF1465  ___________________________________________________________________
 JF1465  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 JF1465  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 JF1465
 JF1465  HORZ ORDER  -  SECOND
 JF1465
 JF1465.The horizontal coordinates were established by classical geodetic methods
 JF1465.and adjusted by the National Geodetic Survey in October 1998..
 JF1465
 JF1465.The orthometric height was scaled from a topographic map.
 JF1465
 JF1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1465
 JF1465.The geoid height was determined by GEOID03.
 JF1465
 JF1465;                    North         East     Units Scale Factor Converg.
 JF1465;SPC KS N     -    62,113.896   518,477.036   MT  0.99997712   +0 51 50.4
 JF1465;UTM  14      - 4,306,654.570   705,181.294   MT  1.00011843   +1 29 07.8
 JF1465
 JF1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1465!SPC KS N     -   0.99993483  x   0.99997712  =   0.99991195
 JF1465!UTM  14      -   0.99993483  x   1.00011843  =   1.00005325
 JF1465
 JF1465|---------------------------------------------------------------------|
 JF1465| PID    Reference Object                     Distance      Geod. Az  |
 JF1465|                                                           dddmmss.s |
 JF1465| CL4195 ANTELOPE RM 1                        24.269 METERS 00619     |
 JF1465| CL4196 ANTELOPE RM 2                        24.851 METERS 09323     |
 JF1465| JF1464 WHITE CITY MUNICIPAL TANK           APPROX.13.1 KM 2214447.4 |
 JF1465| JF1460 MARION HILL LUTHERAN CH SPIRE       APPROX. 4.5 KM 2231946.5 |
 JF1465| CL4194 ANTELOPE AZ MK                                     2683408.9 |
 JF1465|---------------------------------------------------------------------|
 JF1465
 JF1465                          SUPERSEDED SURVEY CONTROL
 JF1465
 JF1465  NAD 83(1986)-  38 53 05.35007(N)    096 38 04.01903(W) AD(       ) 2
 JF1465  NAD 27      -  38 53 05.34293(N)    096 38 03.00375(W) AD(       ) 2
 JF1465
 JF1465.Superseded values are not recommended for survey control.
 JF1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1465.See file dsdata.txt to determine how the superseded data were derived.
 JF1465
 JF1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0518106655(NAD 83)
 JF1465_MARKER: DS = TRIANGULATION STATION DISK
 JF1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1465
 JF1465  HISTORY     - Date     Condition        Report By
 JF1465  HISTORY     - 1956     MONUMENTED       CGS
 JF1465  HISTORY     - 1968     GOOD             CGS
 JF1465
 JF1465                          STATION DESCRIPTION
 JF1465
 JF1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1465'THE STATION IS ABOUT 8 MILES NORTHEAST OF WHITE CITY, 3-1/2
 JF1465'MILES NORTHWEST OF DWIGHT AND IS ON PROPERTY OF THE ANTELOPE
 JF1465'SCHOOL, (NOW ABANDONED).  IT IS 63 FEET SOUTHWEST OF THE
 JF1465'SOUTHWEST CORNER OF THE ROCK SCHOOL BUILDING, 29 FEET NORTH
 JF1465'OF THE CENTER OF A GRAVEL ROAD, 10 FEET NORTHEAST OF A FENCE
 JF1465'CORNER AND 8 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 JF1465'IS FLUSH AND THE DISK IS STAMPED ANTELOPE 1956.
 JF1465'
 JF1465'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4
 JF1465'AND 57 AT THE SOUTH EDGE OF DWIGHT, GO NORTH ON HIGHWAY 57
 JF1465'FOR 3.0 MILES TO A GRAVEL CROSSROAD.  TURN LEFT AND GO WEST ON
 JF1465'THE GRAVEL ROAD FOR 2.1 MILES TO THE ANTELOPE SCHOOL ON THE
 JF1465'RIGHT AND THE STATION AS DESCRIBED.
 JF1465'
 JF1465'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 JF1465'GRAVEL ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JF1465'
 JF1465'REFERENCE MARK 1 IS 53 FEET NORTHWEST OF THE NORTHWEST CORNER
 JF1465'OF THE SCHOOL AND 16 FEET EAST OF A FENCE.  THE MARK IS
 JF1465'FLUSH AND THE DISK IS STAMPED ANTELOPE NO 1 1956.
 JF1465'
 JF1465'REFERENCE MARK 2 IS 39 FEET WEST OF A GRAVEL DRIVEWAY, 36 FEET
 JF1465'SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL AND 24 FEET NORTH
 JF1465'OF THE CENTER OF THE GRAVEL ROAD.  THE MARK IS FLUSH AND THE
 JF1465'DISK IS STAMPED ANTELOPE NO 2 1956.
 JF1465'
 JF1465'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF THE GRAVEL
 JF1465'ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH
 JF1465'OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JF1465'STAMPED ANTELOPE.
 JF1465'
 JF1465'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JF1465
 JF1465                          STATION RECOVERY (1968)
 JF1465
 JF1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1465'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 JF1465'2, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JF1465'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1465'FOR RECOVERY.
 JF1465'
 JF1465'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JF1465'
 JF1465'A METAL WITNESS POST WAS SET 8 FEET WEST OF THE STATION MARK.
 JF1465'
 JF1465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 JF1465'3-1/2 MILES NORTHWEST OF DWIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0198 ***********************************************************************
 HG0198  DESIGNATION -  ANTHONY
 HG0198  PID         -  HG0198
 HG0198  STATE/COUNTY-  KS/HARPER
 HG0198  USGS QUAD   -  ANTHONY (1983)
 HG0198
 HG0198                         *CURRENT SURVEY CONTROL
 HG0198  ___________________________________________________________________
 HG0198* NAD 83(1997)-  37 08 43.74261(N)    098 02 14.39238(W)     ADJUSTED  
 HG0198* NAVD 88     -       404.505  (meters)    1327.11   (feet)  ADJUSTED  
 HG0198  ___________________________________________________________________
 HG0198  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 HG0198  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HG0198  DYNAMIC HT  -         404.166 (meters)    1326.00  (feet)  COMP
 HG0198  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 HG0198
 HG0198  HORZ ORDER  -  FIRST
 HG0198  VERT ORDER  -  FIRST     CLASS II
 HG0198
 HG0198.The horizontal coordinates were established by classical geodetic methods
 HG0198.and adjusted by the National Geodetic Survey in October 1998..
 HG0198
 HG0198.The orthometric height was determined by differential leveling
 HG0198.and adjusted by the National Geodetic Survey in June 1991..
 HG0198
 HG0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0198
 HG0198.The geoid height was determined by GEOID03.
 HG0198
 HG0198.The dynamic height is computed by dividing the NAVD 88
 HG0198.geopotential number by the normal gravity value computed on the
 HG0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0198.degrees latitude (g = 980.6199 gals.).
 HG0198
 HG0198.The modeled gravity was interpolated from observed gravity values.
 HG0198
 HG0198;                    North         East     Units Scale Factor Converg.
 HG0198;SPC KS S     -   453,244.130   441,105.228   MT  1.00002603   +0 17 03.6
 HG0198;SPC OK N     -   238,065.546   596,683.126   MT  1.00009109   -0 01 19.3
 HG0198;SPC OK N     -   781,053.38  1,957,617.89   sFT  1.00009109   -0 01 19.3
 HG0198;UTM  14      - 4,111,445.295   585,492.115   MT  0.99969003   +0 34 52.8
 HG0198
 HG0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0198!SPC KS S     -   0.99994097  x   1.00002603  =   0.99996699
 HG0198!SPC OK N     -   0.99994097  x   1.00009109  =   1.00003205
 HG0198!UTM  14      -   0.99994097  x   0.99969003  =   0.99963101
 HG0198
 HG0198|---------------------------------------------------------------------|
 HG0198| PID    Reference Object                     Distance      Geod. Az  |
 HG0198|                                                           dddmmss.s |
 HG0198| HG0199 ANTHONY RM 1                         40.340 METERS 09709     |
 HG0198| CK8817 ANTHONY AZ MK                                      1044835.8 |
 HG0198| HF1403 MILLER RESET                        APPROX.15.2 KM 1404623.8 |
 HG0198| CK8818 ANTHONY RM 3                         62.542 METERS 16309     |
 HG0198| HG0200 ANTHONY RM 2                         47.240 METERS 17712     |
 HG0198| HG0829 ANTHONY SALT WORKS STACK            155.173 METERS 21441     |
 HG0198| HG0831 AMARILLO KANSAS CITY BCN 24         APPROX. 3.6 KM 2812535.8 |
 HG0198|---------------------------------------------------------------------|
 HG0198
 HG0198                          SUPERSEDED SURVEY CONTROL
 HG0198
 HG0198  NAD 83(1997)-  37 08 43.74593(N)    098 02 14.39473(W) AD(       ) 1
 HG0198  NAD 83(1986)-  37 08 43.74901(N)    098 02 14.38675(W) AD(       ) 1
 HG0198  NAD 27      -  37 08 43.66800(N)    098 02 13.16400(W) AD(       ) 1
 HG0198  NGVD 29 (??/??/92)  404.381  (m)         1326.71   (f) ADJ UNCH    1 2
 HG0198
 HG0198.Superseded values are not recommended for survey control.
 HG0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0198.See file dsdata.txt to determine how the superseded data were derived.
 HG0198
 HG0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8549211445(NAD 83)
 HG0198_MARKER: DS = TRIANGULATION STATION DISK
 HG0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0198_SP_SET: CONCRETE POST
 HG0198_STAMPING: ANTHONY 1934
 HG0198_MARK LOGO: CGS   
 HG0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0198+STABILITY: SURFACE MOTION
 HG0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0198+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 HG0198
 HG0198  HISTORY     - Date     Condition        Report By
 HG0198  HISTORY     - 1934     MONUMENTED       CGS
 HG0198  HISTORY     - 1951     GOOD             CGS
 HG0198  HISTORY     - 1953     GOOD             CGS
 HG0198  HISTORY     - 1953     GOOD             NGS
 HG0198  HISTORY     - 1968     GOOD             CGS
 HG0198  HISTORY     - 1972     GOOD             NGS
 HG0198  HISTORY     - 1985     GOOD             NGS
 HG0198  HISTORY     - 20031103 GOOD             INDIV
 HG0198
 HG0198                          STATION DESCRIPTION
 HG0198
 HG0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0198'STATION IS LOCATED IN THE EXTREME SOUTHWEST PORTION OF ANTHONY,
 HG0198'IN SECTION 25, T. 33 S., R. 7 W., ON LAND OWNED BY THE WESTERN
 HG0198'ICE AND UTILITIES COMPANY.
 HG0198'
 HG0198'REACHED FROM THE SOUTHEAST CORNER OF THE COURTHOUSE SQUARE BY
 HG0198'GOING SOUTH 6 BLOCKS (0.55 MILE) THEN RIGHT (EAST) FOR 0.4 MILE TO
 HG0198'AN OLD SALT WATER WELL ON THE LEFT AND STATION.
 HG0198'
 HG0198'THE MARK IS SET ABOUT 400 FEET NORTH-NORTHEAST OF THE ANTHONY
 HG0198'SALT WORKS PLANT, ABOUT 100 FEET SOUTH OF CENTERLINE OF AN
 HG0198'EAST-AND-WEST ROAD, 50 FEET WEST OF THE RAILROAD TRACKS LEADING
 HG0198'TO THE SALT WORKS AND 30 FEET SOUTH OF THE SOUTHEAST CORNER
 HG0198'OF AN OLD SALT WATER WELL TOWER.  MARK, PROJECTS
 HG0198'ABOUT 4 INCHES ABOVE SURFACE OF THE GROUND.  UNDERGROUND MARK
 HG0198'SET AS DESCRIBED.
 HG0198'
 HG0198'REFERENCE MARK NO. 1, IS 40.281 METERS (132.15 FEET)
 HG0198'EAST OF STATION, 15 FEET WEST OF WEST RAIL OF RAILROAD TRACK,
 HG0198'2 FEET WEST OF TELEPHONE POLE AND PROJECTS ABOUT 8 INCHES.
 HG0198'
 HG0198'REFERENCE MARK NO. 2, IS 47.240 METERS (154.99 FEET)
 HG0198'SOUTH-SOUTHEAST OF STATION, 25 FEET WEST OF POWER-LINE POLE, 25
 HG0198'FEET NORTH OF NORTH EDGE OF WATER FILTER POOL AND PROJECTS
 HG0198'ABOUT 10 INCHES.
 HG0198'
 HG0198'AZIMUTH MARK, IS APPROXIMATELY 0.4 MILE EAST-SOUTHEAST
 HG0198'OF STATION.  TO REACH GO EAST FOR 0.4 MILE, TURN RIGHT (SOUTH)
 HG0198'ON STATE HIGHWAY 14 AND GO 0.1 MILE TO MARK SET IN EAST
 HG0198'RIGHT-OF-WAY FENCE, 35 FEET EAST OF CENTERLINE OF NORTH-SOUTH
 HG0198'ROAD.  MARK PROJECTS 3 INCHES.
 HG0198'
 HG0198'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 HG0198
 HG0198                          STATION RECOVERY (1951)
 HG0198
 HG0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 HG0198'STATION RECOVERED.  STATION MARK AND BOTH REFERENCE MARKS WERE
 HG0198'FOUND AS PREVIOUSLY DESCRIBED AND ARE IN GOOD CONDITION.  THE
 HG0198'AZIMUTH MARK COULD NOT BE FOUND.  DESCRIPTION TO REACH THE
 HG0198'STATION SHOULD READ TURN RIGHT (W) INSTEAD OF TURN LEFT (W)
 HG0198'AS MENTIONED IN THE ORIGINAL DESCRIPTION.
 HG0198
 HG0198                          STATION RECOVERY (1953)
 HG0198
 HG0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 HG0198'0.4 MI. S ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HG0198'FROM THE STATION AT ANTHONY, 0.1 MI. NE OF THE CITY POWER
 HG0198'PLANT, 87 FT. S OF THE CENTERLINE OF AN E-W STREET, 52 FT. NW
 HG0198'OF THE NW RAIL OF A SIDETRACK LEADING TO THE POWER PLANT,
 HG0198'2 FT. W OF A WITNESS POST, A TRIANGULATION-STATION DISK, SET
 HG0198'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FT. ABOVE THE
 HG0198'GROUND, AND STAMPED ANTHONY 1934.
 HG0198'
 HG0198'REFERENCE MARK 1 IS 132.3 FT. E OF THE TRIANGULATION STATION,
 HG0198'110 FT. S OF THE CENTERLINE OF AN E-W STREET, 16.4 FT. W OF THE
 HG0198'W RAIL OF THE MAIN TRACK, 2 FT. SW OF A TELEPHONE POLE, 3 POLES
 HG0198'N OF MILEPOST 70, A REFERENCE-MARK DISK, SET IN THE TOP OF A
 HG0198'CONCRETE POST WHICH PROJECTS 1.0 FT. ABOVE THE GROUND, AND
 HG0198'STAMPED ANTHONY NO 1 1934.
 HG0198'
 HG0198'REFERENCE MARK 2 IS 155.0 FT. SE OF THE TRIANGULATION STATION,
 HG0198'87 FT. E OF THE E RAIL OF THE MAIN TRACK, 27 FT. W OF A POWER POLE,
 HG0198'20 FT. N OF THE N EDGE OF A WATER-COOLING POOL, A REFERENCE-MARK
 HG0198'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FT.
 HG0198'ABOVE THE GROUND, AND STAMPED ANTHONY NO 2 1934.
 HG0198'
 HG0198'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 HG0198
 HG0198                          STATION RECOVERY (1953)
 HG0198
 HG0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HG0198'0.4 MI S FROM ANTHONY.
 HG0198'0.4 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0198'FROM THE STATION AT ANTHONY, 0.1 MILE NORTHEAST OF THE CITY POWER
 HG0198'PLANT, 87 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 HG0198'STREET, 52 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE TRACK
 HG0198'LEADING TO THE POWER PLANT, 2 FEET WEST OF A WITNESS POST, SET
 HG0198'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 HG0198'GROUND.
 HG0198
 HG0198                          STATION RECOVERY (1968)
 HG0198
 HG0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HG0198'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 HG0198'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS FOUND WITH THE
 HG0198'TOP BROKEN OFF OF THE CONCRETE POST AND THE DISK WAS RECOVERED.
 HG0198'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL
 HG0198'INDICATIONS FROM OLD TIES SHOW THE MARK MUST OF BEEN DESTROYED
 HG0198'WHEN HIGHWAY WAS WIDENED.  INTERSECTION STATIONS IN ANTHONY
 HG0198'ARE NOT VISIBLE FROM THE STATION SO A NEW AZIMUTH MARK WAS NOT
 HG0198'SET.
 HG0198'
 HG0198'REFERENCE MARK NO. 3 WAS SET.
 HG0198'
 HG0198'FOLLOWING IS A NEW DESCRIPTION.
 HG0198'
 HG0198'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 HG0198'SQUARE IN ANTHONY, GO SOUTH ON JENNINGS AVENUE FOR 0.55 MILE TO
 HG0198'HAYES STREET.  TURN RIGHT AND GO WEST ON HAYES STREET FOR 0.4 MILE
 HG0198'TO A STORAGE LOT AND THE STATION ON THE LEFT.
 HG0198'
 HG0198'STATION MARK, A STANDARD DISK STAMPED ANTHONY 1934, IS SET IN THE
 HG0198'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 125
 HG0198'FEET SOUTHWEST OF A POWERLINE POLE WITH A STREET LIGHT, 90 FEET
 HG0198'SOUTH OF THE CENTER OF HAYES STREET, 79.5 FEET SOUTHEAST OF
 HG0198'A POWERLINE POLE WITH A TRANSFORMER, 53 FEET NORTHWEST OF THE
 HG0198'NORTHWEST RAIL OF A SPUR TRACK, 1 FOOT EAST OF A METAL WITNESS
 HG0198'POST, AND ON LAND OWNED BY THE COUNTY AND USED FOR A STORAGE
 HG0198'LOT.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 HG0198'
 HG0198'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ANTHONY NO. 1
 HG0198'1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HG0198'8 INCHES.  IT IS 116 FEET SOUTH OF THE CENTER OF HAYES STREET,
 HG0198'16 FEET WEST OF THE WEST RAIL OF RAILROAD TRACKS, 1 FOOT
 HG0198'SOUTHWEST OF A POWERLINE POLE, AND ON THE RAILROAD RIGHT-OF-WAY.
 HG0198'
 HG0198'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ANTHONY 1934 NO. 3
 HG0198'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HG0198'2 INCHES.  IT IS 23 FEET WEST OF THE WEST RAIL OF RAILROAD TRACK
 HG0198'AND 1 FOOT NORTH OF A POWERLINE POLE.
 HG0198'
 HG0198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT SW PART OF
 HG0198'ANTHONY.
 HG0198
 HG0198                          STATION RECOVERY (1972)
 HG0198
 HG0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HG0198'STATION AND RM 1 RECOVERED IN GOOD CONDITION.
 HG0198
 HG0198                          STATION RECOVERY (1985)
 HG0198
 HG0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0198'RECOVERED IN GOOD CONDITION.
 HG0198
 HG0198                          STATION RECOVERY (2003)
 HG0198
 HG0198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLE)
 HG0198'COUNTY MAINTENANCE YARD IS LOCKED.  CHECK IN ADVANCE FOR ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0708 ***********************************************************************
 HH0708  DESIGNATION -  ANTHONY
 HH0708  PID         -  HH0708
 HH0708  STATE/COUNTY-  KS/GRANT
 HH0708  USGS QUAD   -  HICKOK SE (1960)
 HH0708
 HH0708                         *CURRENT SURVEY CONTROL
 HH0708  ___________________________________________________________________
 HH0708* NAD 83(1997)-  37 31 07.17255(N)    101 05 56.06029(W)     ADJUSTED  
 HH0708* NAVD 88     -       926.     (meters)    3038.     (feet)  SCALED    
 HH0708  ___________________________________________________________________
 HH0708  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 HH0708  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 HH0708
 HH0708  HORZ ORDER  -  FIRST
 HH0708
 HH0708.The horizontal coordinates were established by classical geodetic methods
 HH0708.and adjusted by the National Geodetic Survey in October 1998..
 HH0708
 HH0708.The orthometric height was scaled from a topographic map.
 HH0708
 HH0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0708
 HH0708.The geoid height was determined by GEOID03.
 HH0708
 HH0708;                    North         East     Units Scale Factor Converg.
 HH0708;SPC KS S     -   497,759.910   170,286.748   MT  0.99996002   -1 35 49.6
 HH0708;UTM  14      - 4,154,481.074   314,512.934   MT  1.00002381   -1 16 43.1
 HH0708
 HH0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0708!SPC KS S     -   0.99985872  x   0.99996002  =   0.99981874
 HH0708!UTM  14      -   0.99985872  x   1.00002381  =   0.99988252
 HH0708
 HH0708|---------------------------------------------------------------------|
 HH0708| PID    Reference Object                     Distance      Geod. Az  |
 HH0708|                                                           dddmmss.s |
 HH0708| CM8269 ANTHONY RM 1                        164.680 METERS 11953     |
 HH0708| CM8270 ANTHONY RM 2                        196.150 METERS 24450     |
 HH0708| HH0713 HICKOK CITIES SERV GAS TANK         APPROX. 5.2 KM 3265533.3 |
 HH0708| CM8384 ET 50 ES                                           3331547.9 |
 HH0708| HH0709 HICKOK RAD STA KAB 771 MAST         APPROX. 5.0 KM 3411850.1 |
 HH0708|---------------------------------------------------------------------|
 HH0708
 HH0708                          SUPERSEDED SURVEY CONTROL
 HH0708
 HH0708  NAD 83(1997)-  37 31 07.17898(N)    101 05 56.05671(W) AD(       ) 1
 HH0708  NAD 83(1986)-  37 31 07.17943(N)    101 05 56.05869(W) AD(       ) 1
 HH0708  NAD 27      -  37 31 07.09282(N)    101 05 54.44327(W) AD(       ) 1
 HH0708
 HH0708.Superseded values are not recommended for survey control.
 HH0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0708.See file dsdata.txt to determine how the superseded data were derived.
 HH0708
 HH0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG1451354481(NAD 83)
 HH0708_MARKER: DS = TRIANGULATION STATION DISK
 HH0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0708
 HH0708  HISTORY     - Date     Condition        Report By
 HH0708  HISTORY     - 1961     MONUMENTED       CGS
 HH0708
 HH0708                          STATION DESCRIPTION
 HH0708
 HH0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0708'THE STATION IS ABOUT 8 MILES SOUTHEAST OF HICKOK, 1-1/2 MILES
 HH0708'NORTH OF RYUS, IN THE SOUTHWEST 1/4 SECTION OF SECTION 13, T 29 S,
 HH0708'R 35 W, AND ON PROPERTY OWNED BY MR. WILLIAM RAY.
 HH0708'
 HH0708'TO REACH THE STATION FROM THE RAILROAD CROSSING IN HICKOK,
 HH0708'GO EAST ON U.S. HIGHWAY 160 FOR 6.8 MILES TO THE JUNCTION
 HH0708'OF STATE HIGHWAY 190.  TURN RIGHT, SOUTH, FOR 2.0 MILES TO A
 HH0708'GRAVELED CROSSROAD AND 50 ES (USGS) IN THE SOUTHEAST ANGLE
 HH0708'OF THE INTERSECTION.  (USED AS THE AZIMUTH MARK) CONTINUE
 HH0708'SOUTH ON HIGHWAY 190 FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT,
 HH0708'EAST, FOR 0.5 MILE TO THE STATION ON THE LEFT, NORTH, SIDE
 HH0708'OF THE ROAD.
 HH0708'
 HH0708'STATION MARKS ARE STANDARD DISKS STAMPED ANTHONY 1961.  THE
 HH0708'SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST
 HH0708'14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 46 FEET
 HH0708'NORTH OF THE CENTER OF THE GRAVELED ROAD, 12 FEET WEST OF THE
 HH0708'CENTER OF A FIELD ROAD AND 18 FEET EAST OF THE CENTER OF
 HH0708'AN IRRIGATION DITCH.  THE UNDERGROUND MARK IS SET 40 INCHES
 HH0708'BELOW THE SURFACE OF THE GROUND.
 HH0708'
 HH0708'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ANTHONY NO 1
 HH0708'1961, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HH0708'PROJECTS 0.5 FOOT.  IT IS 37 FEET SOUTH OF THE CENTER OF THE
 HH0708'ROAD AND 2.5 FEET SOUTHWEST OF A POWER POLE.
 HH0708'
 HH0708'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ANTHONY NO 2
 HH0708'1961, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 HH0708'0.2 FOOT.  IT IS 37 FEET SOUTH OF THE CENTER OF THE ROAD AND
 HH0708'3 FEET SOUTHEAST OF A POWER POLE.
 HH0708'
 HH0708'B.M. 50 ES, A U.S. GEOLOGICAL BENCH MARK DISK STAMPED 50
 HH0708'ES 3020 1958, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 HH0708'WHICH PROJECTS 0.2 FOOT.  IT IS 49 FEET EAST OF THE CENTER OF
 HH0708'HIGHWAY 190, 36 FEET SOUTH OF THE CENTER OF THE GRAVELED
 HH0708'ROAD, 1.4 FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT NORTHEAST
 HH0708'OF A TELEPHONE POLE.
 HH0708'
 HH0708'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0834 ***********************************************************************
 HG0834  DESIGNATION -  ANTHONY BAPTIST CHURCH SPIRE
 HG0834  PID         -  HG0834
 HG0834  STATE/COUNTY-  KS/HARPER
 HG0834  USGS QUAD   -  ANTHONY (1983)
 HG0834
 HG0834                         *CURRENT SURVEY CONTROL
 HG0834  ___________________________________________________________________
 HG0834* NAD 83(1997)-  37 09 18.80143(N)    098 01 47.76156(W)     ADJUSTED  
 HG0834* NAVD 88     -                                                        
 HG0834  ___________________________________________________________________
 HG0834  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HG0834  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0834
 HG0834  HORZ ORDER  -  THIRD
 HG0834
 HG0834.The horizontal coordinates were established by classical geodetic methods
 HG0834.and adjusted by the National Geodetic Survey in October 1998..
 HG0834
 HG0834
 HG0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0834
 HG0834.The geoid height was determined by GEOID03.
 HG0834
 HG0834;                    North         East     Units Scale Factor Converg.
 HG0834;SPC KS S     -   454,328.220   441,756.990   MT  1.00002378   +0 17 19.9
 HG0834;UTM  14      - 4,112,532.387   586,138.033   MT  0.99969140   +0 35 09.4
 HG0834
 HG0834                          SUPERSEDED SURVEY CONTROL
 HG0834
 HG0834  NAD 83(1997)-  37 09 18.80482(N)    098 01 47.76369(W) AD(       ) 4
 HG0834  NAD 83(1986)-  37 09 18.80800(N)    098 01 47.75564(W) AD(       ) 4
 HG0834  NAD 27      -  37 09 18.73000(N)    098 01 46.53200(W) AD(       ) 3
 HG0834
 HG0834.Superseded values are not recommended for survey control.
 HG0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0834.See file dsdata.txt to determine how the superseded data were derived.
 HG0834
 HG0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8613812532(NAD 83)
 HG0834_MARKER: 90 = CHURCH SPIRE
 HG0834
 HG0834  HISTORY     - Date     Condition        Report By
 HG0834  HISTORY     - 1902     FIRST OBSERVED   CGS
 HG0834  HISTORY     - 1934     GOOD             CGS
 HG0834
 HG0834                          STATION DESCRIPTION
 HG0834
 HG0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HG0834'CORRECT BUT DISTURBED.  IN THE TOWN OF ANTHONY, IN THE S.E. 1/4
 HG0834'SEC. 24 T33S 1/2 R7W.  IT IS THE SAME LOCATION, EXCEPT THAT
 HG0834'THE HIGH POST HAS BEEN REMOVED.  A SMALL POINTED CUPOLA HAS BEEN
 HG0834'ERECTED OVER THE OLD BELFRY.  IT DOES NOT REACH TO THE HEIGHT
 HG0834'OF THE RIDGE OF THE MAIN ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1409 ***********************************************************************
 HF1409  DESIGNATION -  ANTHONY CAA PERIPHERAL E TOWER
 HF1409  PID         -  HF1409
 HF1409  STATE/COUNTY-  KS/HARPER
 HF1409  USGS QUAD   -  BLUFF CITY NW (1971)
 HF1409
 HF1409                         *CURRENT SURVEY CONTROL
 HF1409  ___________________________________________________________________
 HF1409* NAD 83(1997)-  37 09 36.69856(N)    097 58 02.21051(W)     ADJUSTED  
 HF1409* NAVD 88     -                                                        
 HF1409  ___________________________________________________________________
 HF1409  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HF1409  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HF1409
 HF1409  HORZ ORDER  -  THIRD
 HF1409
 HF1409.The horizontal coordinates were established by classical geodetic methods
 HF1409.and adjusted by the National Geodetic Survey in October 1998..
 HF1409
 HF1409
 HF1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1409
 HF1409.The geoid height was determined by GEOID03.
 HF1409
 HF1409;                    North         East     Units Scale Factor Converg.
 HF1409;SPC KS S     -   454,909.886   447,319.387   MT  1.00002264   +0 19 38.5
 HF1409;UTM  14      - 4,113,142.657   591,695.531   MT  0.99970357   +0 37 25.9
 HF1409
 HF1409                          SUPERSEDED SURVEY CONTROL
 HF1409
 HF1409  NAD 83(1997)-  37 09 36.70181(N)    097 58 02.21244(W) AD(       ) 4
 HF1409  NAD 83(1986)-  37 09 36.70550(N)    097 58 02.20462(W) AD(       ) 4
 HF1409  NAD 27      -  37 09 36.62883(N)    097 58 00.98911(W) AD(       ) 3
 HF1409
 HF1409.Superseded values are not recommended for survey control.
 HF1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1409.See file dsdata.txt to determine how the superseded data were derived.
 HF1409
 HF1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9169613143(NAD 83)
 HF1409_MARKER: 55 = TOWER
 HF1409
 HF1409  HISTORY     - Date     Condition        Report By
 HF1409  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1409
 HF1409                          STATION DESCRIPTION
 HF1409
 HF1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1409'THE STATION, AND POINT OBSERVED, IS THE TOP CENTER OF TOWER.
 HF1409'IT IS LOCATED ABOUT 3-1/2 MILES EAST AND 1/2 MILE NORTH OF
 HF1409'ANTHONY, IN THE EAST CENTRAL PART OF SECTION 21, T 33 S, R 6 W.
 HF1409'IT IS THE EASTERN MOST ONE OF THREE SIMILAR STEEL TOWERS AND
 HF1409'50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0833 ***********************************************************************
 HG0833  DESIGNATION -  ANTHONY COUNTY COURTHOUSE TWR
 HG0833  PID         -  HG0833
 HG0833  STATE/COUNTY-  KS/HARPER
 HG0833  USGS QUAD   -  ANTHONY (1983)
 HG0833
 HG0833                         *CURRENT SURVEY CONTROL
 HG0833  ___________________________________________________________________
 HG0833* NAD 83(1997)-  37 09 14.09864(N)    098 01 46.11868(W)     ADJUSTED  
 HG0833* NAVD 88     -                                                        
 HG0833  ___________________________________________________________________
 HG0833  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HG0833  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0833
 HG0833  HORZ ORDER  -  THIRD
 HG0833
 HG0833.The horizontal coordinates were established by classical geodetic methods
 HG0833.and adjusted by the National Geodetic Survey in October 1998..
 HG0833
 HG0833
 HG0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0833
 HG0833.The geoid height was determined by GEOID03.
 HG0833
 HG0833;                    North         East     Units Scale Factor Converg.
 HG0833;SPC KS S     -   454,183.446   441,798.261   MT  1.00002408   +0 17 20.9
 HG0833;UTM  14      - 4,112,387.876   586,180.039   MT  0.99969149   +0 35 10.3
 HG0833
 HG0833                          SUPERSEDED SURVEY CONTROL
 HG0833
 HG0833  NAD 83(1997)-  37 09 14.10191(N)    098 01 46.12109(W) AD(       ) 4
 HG0833  NAD 83(1986)-  37 09 14.10522(N)    098 01 46.11300(W) AD(       ) 4
 HG0833  NAD 27      -  37 09 14.02063(N)    098 01 44.89669(W) AD(       ) 3
 HG0833
 HG0833.Superseded values are not recommended for survey control.
 HG0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0833.See file dsdata.txt to determine how the superseded data were derived.
 HG0833
 HG0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8618012388(NAD 83)
 HG0833
 HG0833  HISTORY     - Date     Condition        Report By
 HG0833  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0833  HISTORY     - 1957     GOOD             CGS
 HG0833
 HG0833                          STATION DESCRIPTION
 HG0833
 HG0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0833'POINT OBSERVED UPON IS THE TIP OF THE STATUE OF JUSTICE ATOP
 HG0833'THE CLOCK TOWER OF THE RED BRICK, WHITE-TRIMMED HARPER COUNTY
 HG0833'COURTHOUSE WITH RED TILE ROOF, LOCATED IN CENTRAL PORTION OF
 HG0833'TOWN IN THE CENTER OF THE COURTHOUSE SQUARE.
 HG0833'
 HG0833'STATION OBSERVED UPON FROM RUTHERFORD, MILLER, BAILEY AND
 HG0833'ANTHONY.
 HG0833
 HG0833                          STATION RECOVERY (1957)
 HG0833
 HG0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HG0833'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0835 ***********************************************************************
 HG0835  DESIGNATION -  ANTHONY FARMERS COOP ELEVATOR
 HG0835  PID         -  HG0835
 HG0835  STATE/COUNTY-  KS/HARPER
 HG0835  USGS QUAD   -  ANTHONY (1983)
 HG0835
 HG0835                         *CURRENT SURVEY CONTROL
 HG0835  ___________________________________________________________________
 HG0835* NAD 83(1997)-  37 09 03.82049(N)    098 02 10.08834(W)     ADJUSTED  
 HG0835* NAVD 88     -                                                        
 HG0835  ___________________________________________________________________
 HG0835  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 HG0835  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0835
 HG0835  HORZ ORDER  -  THIRD
 HG0835
 HG0835.The horizontal coordinates were established by classical geodetic methods
 HG0835.and adjusted by the National Geodetic Survey in October 1998..
 HG0835
 HG0835
 HG0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0835
 HG0835.The geoid height was determined by GEOID03.
 HG0835
 HG0835;                    North         East     Units Scale Factor Converg.
 HG0835;SPC KS S     -   453,863.624   441,208.366   MT  1.00002474   +0 17 06.2
 HG0835;UTM  14      - 4,112,065.108   585,592.007   MT  0.99969024   +0 34 55.7
 HG0835
 HG0835                          SUPERSEDED SURVEY CONTROL
 HG0835
 HG0835  NAD 83(1997)-  37 09 03.82398(N)    098 02 10.09077(W) AD(       ) 4
 HG0835  NAD 83(1986)-  37 09 03.82700(N)    098 02 10.08263(W) AD(       ) 4
 HG0835  NAD 27      -  37 09 03.74748(N)    098 02 08.85816(W) AD(       ) 3
 HG0835
 HG0835.Superseded values are not recommended for survey control.
 HG0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0835.See file dsdata.txt to determine how the superseded data were derived.
 HG0835
 HG0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8559212065(NAD 83)
 HG0835
 HG0835  HISTORY     - Date     Condition        Report By
 HG0835  HISTORY     - 1957     FIRST OBSERVED   CGS
 HG0835
 HG0835                          STATION DESCRIPTION
 HG0835
 HG0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HG0835'THE STATION, AND POINT OBSERVED, IS THE DUST COLLECTOR AT
 HG0835'TOP AND NEAR CENTER OF HEADHOUSE.  IT IS LOCATED IN THE
 HG0835'WEST EDGE OF ANTHONY, IN THE SOUTHEST ANGLE OF THE INTERSECTION
 HG0835'OF MAIN STREET AND RAILROAD TRACKS.  IT IS THE SOUTHERN MOST
 HG0835'OF TWO WHITE CONCRETE ELEVATORS AND 150 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0832 ***********************************************************************
 HG0832  DESIGNATION -  ANTHONY MUNICIPAL WATER TANK
 HG0832  PID         -  HG0832
 HG0832  STATE/COUNTY-  KS/HARPER
 HG0832  USGS QUAD   -  ANTHONY (1983)
 HG0832
 HG0832                         *CURRENT SURVEY CONTROL
 HG0832  ___________________________________________________________________
 HG0832* NAD 83(1997)-  37 09 26.95291(N)    098 01 56.74381(W)     ADJUSTED  
 HG0832* NAVD 88     -                                                        
 HG0832  ___________________________________________________________________
 HG0832  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HG0832  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0832
 HG0832  HORZ ORDER  -  THIRD
 HG0832
 HG0832.The horizontal coordinates were established by classical geodetic methods
 HG0832.and adjusted by the National Geodetic Survey in October 1998..
 HG0832
 HG0832
 HG0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0832
 HG0832.The geoid height was determined by GEOID03.
 HG0832
 HG0832;                    North         East     Units Scale Factor Converg.
 HG0832;SPC KS S     -   454,578.402   441,534.089   MT  1.00002326   +0 17 14.4
 HG0832;UTM  14      - 4,112,781.326   585,913.912   MT  0.99969092   +0 35 04.0
 HG0832
 HG0832                          SUPERSEDED SURVEY CONTROL
 HG0832
 HG0832  NAD 83(1997)-  37 09 26.95661(N)    098 01 56.74585(W) AD(       ) 4
 HG0832  NAD 83(1986)-  37 09 26.95990(N)    098 01 56.73832(W) AD(       ) 4
 HG0832  NAD 27      -  37 09 26.88141(N)    098 01 55.51622(W) AD(       ) 3
 HG0832
 HG0832.Superseded values are not recommended for survey control.
 HG0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0832.See file dsdata.txt to determine how the superseded data were derived.
 HG0832
 HG0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8591412781(NAD 83)
 HG0832_MARKER: 53 = ELEVATED TANK
 HG0832
 HG0832  HISTORY     - Date     Condition        Report By
 HG0832  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0832  HISTORY     - 1957     GOOD             CGS
 HG0832  HISTORY     - 1968     GOOD             CGS
 HG0832  HISTORY     - 1987     GOOD             NOS
 HG0832  HISTORY     - 1987     GOOD             NOS
 HG0832
 HG0832                          STATION DESCRIPTION
 HG0832
 HG0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0832'POINT OBSERVED UPON IS THE FINIAL OF THE SILVER MUNICIPAL
 HG0832'WATER TANK, 100 FEET HIGH, BLACK STAND, LOCATED IN THE NORTH
 HG0832'CENTRAL PORTION OF TOWN.
 HG0832'
 HG0832'STATION OBSERVED UPON FROM RUTHERFORD, MILLER, BAILEY, ANTHONY
 HG0832'AND RUELLA.
 HG0832
 HG0832                          STATION RECOVERY (1957)
 HG0832
 HG0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HG0832'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HG0832
 HG0832                          STATION RECOVERY (1968)
 HG0832
 HG0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HG0832'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HG0832
 HG0832                          STATION RECOVERY (1987)
 HG0832
 HG0832'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 HG0832'THE STATION WAS RECOVERED AT THIS DATE.
 HG0832'THE STATIONS POSITION WAS VERIFIED AT THIS TIME.
 HG0832'
 HG0832'RECOVERED BY P B WALBOLT.
 HG0832
 HG0832                          STATION RECOVERY (1987)
 HG0832
 HG0832'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RAH)
 HG0832'THE STATION WAS RECOVERED AT THIS DATE.
 HG0832'STATION RECOVERED AS DESCRIBED.
 HG0832'
 HG0832'RECOVERED BY RAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0200 ***********************************************************************
 HG0200  DESIGNATION -  ANTHONY RM 2
 HG0200  PID         -  HG0200
 HG0200  STATE/COUNTY-  KS/HARPER
 HG0200  USGS QUAD   -  ANTHONY (1983)
 HG0200
 HG0200                         *CURRENT SURVEY CONTROL
 HG0200  ___________________________________________________________________
 HG0200* NAD 83(1986)-  37 08 43.     (N)    098 02 14.     (W)     SCALED    
 HG0200* NAVD 88     -       404.664  (meters)    1327.64   (feet)  ADJUSTED  
 HG0200  ___________________________________________________________________
 HG0200  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HG0200  DYNAMIC HT  -         404.325 (meters)    1326.52  (feet)  COMP
 HG0200  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 HG0200
 HG0200  VERT ORDER  -  FIRST     CLASS II
 HG0200
 HG0200.The horizontal coordinates were scaled from a topographic map and have
 HG0200.an estimated accuracy of +/- 6 seconds.
 HG0200
 HG0200.The orthometric height was determined by differential leveling
 HG0200.and adjusted by the National Geodetic Survey in June 1991..
 HG0200
 HG0200.The geoid height was determined by GEOID03.
 HG0200
 HG0200.The dynamic height is computed by dividing the NAVD 88
 HG0200.geopotential number by the normal gravity value computed on the
 HG0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0200.degrees latitude (g = 980.6199 gals.).
 HG0200
 HG0200.The modeled gravity was interpolated from observed gravity values.
 HG0200
 HG0200;                    North         East    Units  Estimated Accuracy
 HG0200;SPC KS S     -   453,220.      441,120.      MT  (+/- 180 meters Scaled)
 HG0200
 HG0200                          SUPERSEDED SURVEY CONTROL
 HG0200
 HG0200  NGVD 29 (??/??/92)  404.540  (m)         1327.23   (f) ADJ UNCH    1 2
 HG0200
 HG0200.Superseded values are not recommended for survey control.
 HG0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0200.See file dsdata.txt to determine how the superseded data were derived.
 HG0200
 HG0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG855114(NAD 83)
 HG0200_MARKER: DR = REFERENCE MARK DISK
 HG0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0200_STAMPING: ANTHONY NO 2 1934
 HG0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0200+STABILITY: SURFACE MOTION
 HG0200
 HG0200  HISTORY     - Date     Condition        Report By
 HG0200  HISTORY     - 1934     MONUMENTED       CGS
 HG0200  HISTORY     - 1953     GOOD             NGS
 HG0200  HISTORY     - 1985     MARK NOT FOUND   NGS
 HG0200
 HG0200                          STATION DESCRIPTION
 HG0200
 HG0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0200'0.4 MI S FROM ANTHONY.
 HG0200'0.4 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0200'FROM THE STATION AT ANTHONY, 155 FEET SOUTHEAST OF TRIANGULATION
 HG0200'STATION ANTHONY, 87 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 HG0200'27 FEET WEST OF A POWER POLE, 20 FEET NORTH OF THE NORTH EDGE OF
 HG0200'A WATER COOLING POOL, SET IN THE TOP OF A CONCRETE POST WHICH
 HG0200'PROJECTS 1.0 FOOT ABOVE THE GROUND.
 HG0200
 HG0200                          STATION RECOVERY (1985)
 HG0200
 HG0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0200'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0830 ***********************************************************************
 HG0830  DESIGNATION -  ANTHONY ROLLER MILL STACK
 HG0830  PID         -  HG0830
 HG0830  STATE/COUNTY-  KS/HARPER
 HG0830  USGS QUAD   -  ANTHONY (1983)
 HG0830
 HG0830                         *CURRENT SURVEY CONTROL
 HG0830  ___________________________________________________________________
 HG0830* NAD 83(1997)-  37 09 05.18526(N)    098 02 09.10144(W)     ADJUSTED  
 HG0830* NAVD 88     -                                                        
 HG0830  ___________________________________________________________________
 HG0830  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 HG0830  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0830
 HG0830  HORZ ORDER  -  THIRD
 HG0830
 HG0830.The horizontal coordinates were established by classical geodetic methods
 HG0830.and adjusted by the National Geodetic Survey in October 1998..
 HG0830
 HG0830
 HG0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0830
 HG0830.The geoid height was determined by GEOID03.
 HG0830
 HG0830;                    North         East     Units Scale Factor Converg.
 HG0830;SPC KS S     -   453,905.819   441,232.510   MT  1.00002465   +0 17 06.8
 HG0830;UTM  14      - 4,112,107.413   585,615.924   MT  0.99969030   +0 34 56.3
 HG0830
 HG0830                          SUPERSEDED SURVEY CONTROL
 HG0830
 HG0830  NAD 83(1997)-  37 09 05.18878(N)    098 02 09.10357(W) AD(       ) 4
 HG0830  NAD 83(1986)-  37 09 05.19185(N)    098 02 09.09547(W) AD(       ) 4
 HG0830  NAD 27      -  37 09 05.11100(N)    098 02 07.87300(W) AD(       ) 3
 HG0830
 HG0830.Superseded values are not recommended for survey control.
 HG0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0830.See file dsdata.txt to determine how the superseded data were derived.
 HG0830
 HG0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8561612107(NAD 83)
 HG0830_MARKER: 63 = STACK
 HG0830
 HG0830  HISTORY     - Date     Condition        Report By
 HG0830  HISTORY     - 1901     FIRST OBSERVED   CGS
 HG0830  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HG0830
 HG0830                          STATION DESCRIPTION
 HG0830
 HG0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HG0830'CORRECT BUT DISTURBED.  IT IS REPORTED THAT THE OLD STACK
 HG0830'WAS TORN DOWN AND THE STACK NOW STANDING WAS RECONSTRUCTED
 HG0830'IN THE SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0829 ***********************************************************************
 HG0829  DESIGNATION -  ANTHONY SALT WORKS STACK
 HG0829  PID         -  HG0829
 HG0829  STATE/COUNTY-  KS/HARPER
 HG0829  USGS QUAD   -  ANTHONY (1983)
 HG0829
 HG0829                         *CURRENT SURVEY CONTROL
 HG0829  ___________________________________________________________________
 HG0829* NAD 83(1997)-  37 08 39.60310(N)    098 02 17.96965(W)     ADJUSTED  
 HG0829* NAVD 88     -                                                        
 HG0829  ___________________________________________________________________
 HG0829  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 HG0829  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HG0829
 HG0829  HORZ ORDER  -  THIRD
 HG0829
 HG0829.The horizontal coordinates were established by classical geodetic methods
 HG0829.and adjusted by the National Geodetic Survey in October 1998..
 HG0829
 HG0829
 HG0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0829
 HG0829.The geoid height was determined by GEOID03.
 HG0829
 HG0829;                    North         East     Units Scale Factor Converg.
 HG0829;SPC KS S     -   453,116.078   441,017.578   MT  1.00002630   +0 17 01.4
 HG0829;UTM  14      - 4,111,316.834   585,405.159   MT  0.99968985   +0 34 50.6
 HG0829
 HG0829                          SUPERSEDED SURVEY CONTROL
 HG0829
 HG0829  NAD 83(1997)-  37 08 39.60631(N)    098 02 17.97213(W) AD(       ) 4
 HG0829  NAD 83(1986)-  37 08 39.60958(N)    098 02 17.96393(W) AD(       ) 4
 HG0829  NAD 27      -  37 08 39.52778(N)    098 02 16.74236(W) AD(       ) 3
 HG0829
 HG0829.Superseded values are not recommended for survey control.
 HG0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0829.See file dsdata.txt to determine how the superseded data were derived.
 HG0829
 HG0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8540511317(NAD 83)
 HG0829_MARKER: 63 = STACK
 HG0829
 HG0829  HISTORY     - Date     Condition        Report By
 HG0829  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0829
 HG0829                          STATION DESCRIPTION
 HG0829
 HG0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0829'POINT OBSERVED UPON IS THE CENTER OF THE 70-FOOT BLACK METAL
 HG0829'STACK OF THE POWER HOUSE OF THE ANTHONY SALT WORKS OWNED
 HG0829'BY THE WESTERN POWER AND LIGHT COMPANY, ERECTED IN 1929 AND
 HG0829'LOCATED IN THE EXTREME SOUTHWEST PORTION OF TOWN, 400 FEET
 HG0829'SOUTHWEST OF TRIANGULATION STATION ANTHONY.
 HG0829'
 HG0829'STATION OBSERVED UPON FROM RUTHERFORD, MILLER, BAILEY AND
 HG0829'ANTHONY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0196 ***********************************************************************
 HG0196  DESIGNATION -  ANTHONY SE BASE
 HG0196  PID         -  HG0196
 HG0196  STATE/COUNTY-  KS/HARPER
 HG0196  USGS QUAD   -  ANTHONY (1983)
 HG0196
 HG0196                         *CURRENT SURVEY CONTROL
 HG0196  ___________________________________________________________________
 HG0196* NAD 83(1997)-  37 10 00.40635(N)    098 01 35.44799(W)     ADJUSTED  
 HG0196* NAVD 88     -       419.710  (meters)    1377.00   (feet)  ADJUSTED  
 HG0196  ___________________________________________________________________
 HG0196  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 HG0196  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HG0196  DYNAMIC HT  -         419.360 (meters)    1375.85  (feet)  COMP
 HG0196  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 HG0196
 HG0196  HORZ ORDER  -  FIRST
 HG0196  VERT ORDER  -  FIRST     CLASS II
 HG0196
 HG0196.The horizontal coordinates were established by classical geodetic methods
 HG0196.and adjusted by the National Geodetic Survey in October 1998..
 HG0196
 HG0196.The orthometric height was determined by differential leveling
 HG0196.and adjusted by the National Geodetic Survey in June 1991..
 HG0196
 HG0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0196
 HG0196.The geoid height was determined by GEOID03.
 HG0196
 HG0196.The dynamic height is computed by dividing the NAVD 88
 HG0196.geopotential number by the normal gravity value computed on the
 HG0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0196.degrees latitude (g = 980.6199 gals.).
 HG0196
 HG0196.The modeled gravity was interpolated from observed gravity values.
 HG0196
 HG0196;                    North         East     Units Scale Factor Converg.
 HG0196;SPC KS S     -   455,612.365   442,054.319   MT  1.00002114   +0 17 27.5
 HG0196;UTM  14      - 4,113,817.631   586,428.602   MT  0.99969202   +0 35 17.4
 HG0196
 HG0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0196!SPC KS S     -   0.99993858  x   1.00002114  =   0.99995972
 HG0196!UTM  14      -   0.99993858  x   0.99969202  =   0.99963062
 HG0196
 HG0196:                Primary Azimuth Mark                     Grid Az
 HG0196:SPC KS S     -  HINTON ELEVATOR NORTH GABLE              089 31 23.5
 HG0196:UTM  14      -  HINTON ELEVATOR NORTH GABLE              089 13 33.6
 HG0196
 HG0196|---------------------------------------------------------------------|
 HG0196| PID    Reference Object                     Distance      Geod. Az  |
 HG0196|                                                           dddmmss.s |
 HG0196| HF1411 HINTON ELEVATOR NORTH GABLE         APPROX. 9.1 KM 0894851.0 |
 HG0196| HG0837 ANTHONY SE BASE 2 RM A               38.719 METERS 14059     |
 HG0196| HG0838 ANTHONY SE BASE 2                    25.511 METERS 18211     |
 HG0196| HG0834 ANTHONY BAPTIST CHURCH SPIRE        APPROX. 1.3 KM 1931938.6 |
 HG0196| HG0830 ANTHONY ROLLER MILL STACK           APPROX. 1.9 KM 2060016.7 |
 HG0196| HG0832 ANTHONY MUNICIPAL WATER TANK        APPROX. 1.2 KM 2065959.2 |
 HG0196| CK8822 ANTHONY SE BASE RM 1                 89.320 METERS 27020     |
 HG0196| HG0825 HARPER STANDPIPE                    APPROX.13.2 KM 3582422.4 |
 HG0196|---------------------------------------------------------------------|
 HG0196
 HG0196                          SUPERSEDED SURVEY CONTROL
 HG0196
 HG0196  NAD 83(1997)-  37 10 00.41006(N)    098 01 35.44997(W) AD(       ) 1
 HG0196  NAD 83(1986)-  37 10 00.41295(N)    098 01 35.44221(W) AD(       ) 1
 HG0196  NAD 27      -  37 10 00.33300(N)    098 01 34.22100(W) AD(       ) 1
 HG0196  NGVD 29 (??/??/92)  419.584  (m)         1376.59   (f) ADJ UNCH    1 2
 HG0196
 HG0196.Superseded values are not recommended for survey control.
 HG0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0196.See file dsdata.txt to determine how the superseded data were derived.
 HG0196
 HG0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8642913818(NAD 83)
 HG0196_MARKER: DS = TRIANGULATION STATION DISK
 HG0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0196_SP_SET: CONCRETE POST
 HG0196_MARK LOGO: NONE  
 HG0196_PROJECTION: RECESSED 20 CENTIMETERS
 HG0196_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0196+STABILITY: SURFACE MOTION
 HG0196
 HG0196  HISTORY     - Date     Condition        Report By
 HG0196  HISTORY     - 1906     MONUMENTED       CGS
 HG0196  HISTORY     - 1934     GOOD             CGS
 HG0196  HISTORY     - 1951     GOOD             CGS
 HG0196  HISTORY     - 1953     GOOD             CGS
 HG0196  HISTORY     - 1953     GOOD             NGS
 HG0196  HISTORY     - 1962     GOOD             CGS
 HG0196  HISTORY     - 1968     GOOD             CGS
 HG0196  HISTORY     - 1968     GOOD             NGS
 HG0196  HISTORY     - 1985     GOOD             NGS
 HG0196  HISTORY     - 1987     GOOD             NOS
 HG0196  HISTORY     - 19990316 POOR             INDIV
 HG0196
 HG0196                          STATION DESCRIPTION
 HG0196
 HG0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1906 (ALB)
 HG0196'ON THE NORTH LINE OF AN EAST AND WEST ROAD, 1-1/8 MILES DIRECTLY
 HG0196'NORTH OF THE LARGE SCHOOLHOUSE AT ANTHONY, AND 89 METERS (292
 HG0196'FEET) EAST OF SPRINGFIELD AVENUE, ON LAND BELONGING TO R.R. BEAM
 HG0196'OF ANTHONY.  THE UNDERGROUND MARK IS A SMALL HOLE IN THE TOP
 HG0196'OF A COPPER BOLT SET IN A STONE 6 BY 6 INCHES AND 21 INCHES LONG,
 HG0196'EMBEDDED IN CEMENT WITH ITS TOP 4 FEET BELOW THE SURFACE OF THE
 HG0196'GROUND.  THE SURFACE MARK IS AN OLD TYPE BRONZE TABLET SET IN A
 HG0196'HARD LIMESTONE BLOCK 23 BY 23 INCHES AND 16 INCHES HIGH,
 HG0196'EMBEDDED IN A MASS OF CONCRETE 4 FEET SQUARE AND 4 FEET DEEP,
 HG0196'WITH ITS TOP FLUSH WITH THE SURFACE OF THE GROUND.  THE BRONZE
 HG0196'TABLET IS SIMILAR TO THE OLD TYPE BRONZE STATION MARK
 HG0196'EXCEPT THAT THE CENTER IS MARKED BY A SMALL HOLE INSTEAD OF A
 HG0196'CROSS.  A DRAIN TILE 7 INCHES IN DIAMETER AND 25 INCHES LONG
 HG0196'IS EMBEDDED IN THE CONCRETE WITH ITS LOWER END RESTING ON THE
 HG0196'UNDERGROUND MARK.  A LARGE STONE, 28 BY 11 BY 5 INCHES WITH
 HG0196'ITS TOP 4 INCHES ABOVE THE GROUND IS ON THE NORTH SIDE OF
 HG0196'THE EAST AND WEST ROAD, AT THE EAST LINE OF SPRINGFIELD
 HG0196'AVENUE.  A 1/2-INCH DRILL HOLE IN THE CENTER OF THE TOP OF
 HG0196'THE STONE IS 89.320 METERS (293.04 FEET) FROM THE STATION
 HG0196'N 89 DEG 41 MIN W.
 HG0196
 HG0196                          STATION RECOVERY (1934)
 HG0196
 HG0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HG0196'IN THE SOUTHEAST QUARTER OF SEC. 13, T. 33 S., R. 7 W., ON THE
 HG0196'NORTH LINE OF THE EAST-WEST ROAD, ON THE SECOND STREET EAST AND
 HG0196'ABOUT 1 MILE NORTH OF THE COURTHOUSE AT ANTHONY, ON THE PROPERTY
 HG0196'OF E.E. MAYFIELD.  IT IS 292 FEET EAST OF THE SOUTHWEST CORNER
 HG0196'OF THE YARD FENCE, 209 FEET EAST AND 39 FEET SOUTH OF THE
 HG0196'SOUTHEAST CORNER OF THE DWELLING HOUSE, 168 FEET EAST OF THE
 HG0196'4-INCH CONCRETE BORDER OF A CROQUET COURT, AND 4 FEET NORTH OF
 HG0196'WOVEN WIRE FENCE ON THE NORTH SIDE OF THE ROAD.
 HG0196
 HG0196                          STATION RECOVERY (1951)
 HG0196
 HG0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 HG0196'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HG0196'CONDITION.  THE DESCRIPTION TO REACH THE STATION IS GOOD.
 HG0196
 HG0196                          STATION RECOVERY (1953)
 HG0196
 HG0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 HG0196'1 BLOCK EAST FROM THE NORTHEAST CORNER OF THE COURTHOUSE AT
 HG0196'ANTHONY, THENCE 0.9 MILE NORTH ALONG SPRINGFIELD AVENUE, 310
 HG0196'FEET EAST OF THE CENTER LINE OF SPRINGFIELD AVENUE, 210 FEET
 HG0196'SOUTHEAST OF THE SOUTHEAST CORNER OF A SHITE HOUSE.  184 FEET
 HG0196'EAST OF A FENCE CORNER, 21 FEET NORTH OF THE CENTER LINE OF AN
 HG0196'EAST AND WEST ROAD, 3 FEET SOUTH OF A FENCE, 2.3 FEET SOUTHEAST
 HG0196'OF A WITNESS POST, A TRIANGULATION STATION DISK SET IN THE TOP OF
 HG0196'A 4 X 4 FOOT MASS OF CONCRETE WHICH IS 0.6 FOOT BELOW THE TOP
 HG0196'OF THE GROUND.  THERE IS NO STAMPING ON THIS MARK.
 HG0196
 HG0196                          STATION RECOVERY (1953)
 HG0196
 HG0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HG0196'0.9 MI N FROM ANTHONY.
 HG0196'1 BLOCK EAST FROM THE NORTHEAST CORNER OF THE COURHOUSE AT ANTHONY,
 HG0196'THENCE 0.9 MILE NORTH ALONG SPRINGFIELD AVENUE, 310 FEET EAST OF
 HG0196'THE CENTER LINE OF SPRINGFIELD AVENUE, 210 FEET SOUTHEAST OF THE
 HG0196'SOUTHEAST CORNER OF A WHITE HOUSE, 184 FEET EAST OF A FENCE
 HG0196'CORNER, 21 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 HG0196'3 FEET SOUTH OF A FENCE, 2.3 FEET SOUTHEAST OF A WITNESS POST,
 HG0196'SET IN THE TOP OF A 4 X 4 FOOT MASS OF CONCRETE WHICH IS 0.6
 HG0196'FOOT BELOW THE TOP OF THE GROUND.
 HG0196
 HG0196                          STATION RECOVERY (1962)
 HG0196
 HG0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (REA)
 HG0196'STATION READILY RECOVERED AS PREVIOUSLY DESCRIBED IN GOOD
 HG0196'CONDITION.
 HG0196
 HG0196                          STATION RECOVERY (1968)
 HG0196
 HG0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HG0196'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 HG0196'THE 1953 DESCRIPTION, BUT THE MARK IS UNDER AN UTILITY LINE AND ON
 HG0196'THE SIDE OF ROAD BANK AND THE BANK OF THE ROAD IS BEING GRADED AWAY
 HG0196'EACH TIME ROAD IS WORKED.  THEREFORE AN ANTHONY S E BASE 2 WAS
 HG0196'ESTABLISHED.
 HG0196'
 HG0196'A TRAVERSE TIE WAS MADE ANTHONY S E BASE 2 AND TO ANTHONY S E BASE 2
 HG0196'RM A.
 HG0196'
 HG0196'THE 1953 LOCATION AND ROUTE TO THE STATION ARE ADEQUATE.
 HG0196'
 HG0196'THE REFERENCE STONE MENTIONED IN THE 1953 DESCRIPTION WAS SEARCHED
 HG0196'FOR BUT COULD NOT BE FOUND.  PROBABLY HAS BEEN DESTROYED.
 HG0196
 HG0196                          STATION RECOVERY (1968)
 HG0196
 HG0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HG0196'RECOVERED IN GOOD CONDITION.
 HG0196
 HG0196                          STATION RECOVERY (1985)
 HG0196
 HG0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0196'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 HG0196'ADD--6.7 METERS (22 FT) NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD,
 HG0196'36.0 METERS (117 FT) EAST OF A FENCE CORNER AND 0.76 METER (2.5 FT)
 HG0196'SOUTH OF AN EAST-WEST FENCE. DISK HAS NO STAMPING AND WILL NOT BE
 HG0196'LEVELED TO DURING THIS SURVEY.
 HG0196'THE MARK IS 0.76 METERS  S FROM  A WITNESS POST
 HG0196'THE MARK IS 0.76 M ABOVE THE ROAD.
 HG0196
 HG0196                          STATION RECOVERY (1987)
 HG0196
 HG0196'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 HG0196'THE STATION WAS RECOVERED AT THIS DATE.
 HG0196'THE STATIONS POSITION WAS VERIFIED AT THIS TIME.
 HG0196'
 HG0196'RECOVERED BY P B WALBOLT.
 HG0196
 HG0196                          STATION RECOVERY (1999)
 HG0196
 HG0196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (RLE)
 HG0196'BRASS DISK IS GONE.  USE ANTHONY SE BASE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0838 ***********************************************************************
 HG0838  DESIGNATION -  ANTHONY SE BASE 2
 HG0838  PID         -  HG0838
 HG0838  STATE/COUNTY-  KS/HARPER
 HG0838  USGS QUAD   -  ANTHONY (1983)
 HG0838
 HG0838                         *CURRENT SURVEY CONTROL
 HG0838  ___________________________________________________________________
 HG0838* NAD 83(1997)-  37 09 59.57942(N)    098 01 35.48724(W)     ADJUSTED  
 HG0838* NAVD 88     -       419.5    (meters)    1376.     (feet)  VERTCON   
 HG0838  ___________________________________________________________________
 HG0838  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 HG0838  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HG0838
 HG0838  HORZ ORDER  -  FIRST
 HG0838
 HG0838.The horizontal coordinates were established by classical geodetic methods
 HG0838.and adjusted by the National Geodetic Survey in October 1998..
 HG0838
 HG0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0838
 HG0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0838
 HG0838.The geoid height was determined by GEOID03.
 HG0838
 HG0838;                    North         East     Units Scale Factor Converg.
 HG0838;SPC KS S     -   455,586.867   442,053.480   MT  1.00002119   +0 17 27.5
 HG0838;UTM  14      - 4,113,792.137   586,427.895   MT  0.99969202   +0 35 17.3
 HG0838
 HG0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0838!SPC KS S     -   0.99993861  x   1.00002119  =   0.99995980
 HG0838!UTM  14      -   0.99993861  x   0.99969202  =   0.99963065
 HG0838
 HG0838|---------------------------------------------------------------------|
 HG0838| PID    Reference Object                     Distance      Geod. Az  |
 HG0838|                                                           dddmmss.s |
 HG0838| CK8824 ANTHONY SE BASE 2 RM 1               16.909 METERS 04923     |
 HG0838| CK8823 ANTHONY SE BASE 2 AZ MK                            0874148.9 |
 HG0838| HG0837 ANTHONY SE BASE 2 RM A               25.754 METERS 10016     |
 HG0838| HG0832 ANTHONY MUNICIPAL WATER TANK        APPROX. 1.1 KM 2073226.8 |
 HG0838| CK8825 ANTHONY SE BASE 2 RM 2               15.168 METERS 31606     |
 HG0838|---------------------------------------------------------------------|
 HG0838
 HG0838                          SUPERSEDED SURVEY CONTROL
 HG0838
 HG0838  NAD 83(1997)-  37 09 59.58313(N)    098 01 35.48922(W) AD(       ) 1
 HG0838  NAD 83(1986)-  37 09 59.58623(N)    098 01 35.48145(W) AD(       ) 1
 HG0838  NAD 27      -  37 09 59.50606(N)    098 01 34.26025(W) AD(       ) 1
 HG0838  NGVD 29 (07/19/86)  419.4    (m)         1376.     (f) VERT ANG       
 HG0838
 HG0838.Superseded values are not recommended for survey control.
 HG0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0838.See file dsdata.txt to determine how the superseded data were derived.
 HG0838
 HG0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8642813792(NAD 83)
 HG0838_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HG0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0838_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0838+STABILITY: SURFACE MOTION
 HG0838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0838+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 HG0838
 HG0838  HISTORY     - Date     Condition        Report By
 HG0838  HISTORY     - 1968     MONUMENTED       CGS
 HG0838  HISTORY     - 1987     GOOD             NOS
 HG0838  HISTORY     - 20031103 GOOD             INDIV
 HG0838
 HG0838                          STATION DESCRIPTION
 HG0838
 HG0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HG0838'STATION IS LOCATED IN THE NORTHEAST SECTION OF THE TOWN OF
 HG0838'ANTHONY, IN AN OPEN AREA BETWEEN THE NORTH END OF AN ATHLETIC
 HG0838'FIELD AND AN EAST-WEST FENCELINE AND ROAD.  STATION IS ON PROPERTY
 HG0838'WHICH IS OWNED BY THE ANTHONY SCHOOL DISTRICT.
 HG0838'
 HG0838'STATION IS REACHED FROM THE NORTHEAST CORNER OF THE HARPER
 HG0838'COUNTY COURTHOUSE SQUARE IN ANTHONY.  GO EAST ON PAVED STREET FOR
 HG0838'1 BLOCK.  TURN LEFT AND GO NORTH ON SPRINGFIELD AVENUE FOR 0.9
 HG0838'MILE TO AN EAST-WEST GRAVELED T-ROAD.  TURN RIGHT AND GO EAST ON
 HG0838'THE GRAVELED ROAD FOR 0.05 MILE TO STATION ON RIGHT, AS
 HG0838'DESCRIBED BELOW.
 HG0838'
 HG0838'AZIMUTH MARK IS REACHED FROM THE STATION.  GO EAST ON THE GRAVELED
 HG0838'ROAD FOR 0.55 MILE TO THE AZIMUTH MARK DISK ON THE LEFT IN THE TOP
 HG0838'OF A CONCRETE CULVERT HEADWALL.
 HG0838'
 HG0838'TRAVERSE CONNECTIONS WERE MADE TO TRIANGULATION STATIONS ANTHONY
 HG0838'SE BASE 1900 AND ANTHONY SE BASE 2 RM A.
 HG0838'
 HG0838'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED ANTHONY
 HG0838'SE BASE 2 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 HG0838'WHICH IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  MARK
 HG0838'IS 83.7 FEET NORTH OF THE NORTH END OF AN ATHLETIC FIELD FENCE,
 HG0838'54.0 FEET SOUTHWEST OF A METAL WITNESS POST, 63 FEET SOUTH OF
 HG0838'THE APPROXIMATE CENTER OF AN EAST-WEST GRAVELED ROAD AND 37 FEET
 HG0838'SOUTH OF AN EAST-WEST FENCELINE.
 HG0838'
 HG0838'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 HG0838'ANTHONY SE BASE 2 NO 1 1968, SET IN THE TOP OF A ROUND CONCRETE
 HG0838'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK
 HG0838'IS 30.2 FEET WEST OF A POWERLINE POLE, 26-1/2 FEET SOUTH OF THE
 HG0838'APPROXIMATE CENTER OF THE GRAVELED ROAD, 2.5 FEET EAST OF THE
 HG0838'METAL WITNESS POST AND 0.5 FEET SOUTH OF THE EAST-WEST
 HG0838'FENCELINE.
 HG0838'
 HG0838'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK,
 HG0838'STAMPED ANTHONY SE BASE 2 NO 2 1968, SET IN THE TOP OF A ROUND
 HG0838'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 HG0838'GROUND.  MARK IS 74.4 FEET WEST OF THE METAL WITNESS POST, 26-1/2
 HG0838'FEET SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 0.5
 HG0838'FEET SOUTH OF THE EAST-WEST FENCELINE.
 HG0838'
 HG0838'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED ANTHONY
 HG0838'SE BASE 2 1968, CEMENTED IN A DRILL HOLE, IN THE TOP OF A CONCRETE
 HG0838'CULVERT HEADWALL.  MARK IS 12 FEET NORTH OF THE APPROXIMATE
 HG0838'CENTER OF A EAST-WEST GRAVELED ROAD AND 0.8 FEET EAST OF THE
 HG0838'WEST END OF THE CONCRETE CULVERT HEADWALL.
 HG0838
 HG0838                          STATION RECOVERY (1987)
 HG0838
 HG0838'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 HG0838'THE STATION WAS RECOVERED AT THIS DATE.
 HG0838'THE STATIONS POSITION WAS VERIFIED AT THIS TIME.
 HG0838'
 HG0838'RECOVERED BY P B WALBOLT.
 HG0838
 HG0838                          STATION RECOVERY (2003)
 HG0838
 HG0838'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLE)
 HG0838'NOTE NEW TIES AS TOPOGRAPHY HAS CHANGED. THE MARK IS 0.3 FEET BELOW
 HG0838'GRADE. A RAILROAD TIE PLATE WAS PLACED ON TOP OF THE MARK TO
 HG0838'FACILITATE RECOVERY BY MAGNETIC LOCATORS. MARK IS 85.8 FEET SOUTH OF A
 HG0838'60D SPK/WSHR IN A FENCE POST ON THE NORTH SIDE OF 'NORTH STREET', 95.3
 HG0838'FEET NORTHEAST OF A CORNER FENCE POST ON THE EXTENDED CENTERLINE OF A
 HG0838'FOOTBALL FIELD.  THE METAL WITNESS POST AND E/W FENCE ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0837 ***********************************************************************
 HG0837  DESIGNATION -  ANTHONY SE BASE 2 RM A
 HG0837  PID         -  HG0837
 HG0837  STATE/COUNTY-  KS/HARPER
 HG0837  USGS QUAD   -  ANTHONY (1983)
 HG0837
 HG0837                         *CURRENT SURVEY CONTROL
 HG0837  ___________________________________________________________________
 HG0837* NAD 83(1997)-  37 09 59.43044(N)    098 01 34.46011(W)     ADJUSTED  
 HG0837* NAVD 88     -       419.0    (meters)    1375.     (feet)  VERTCON   
 HG0837  ___________________________________________________________________
 HG0837  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 HG0837  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HG0837
 HG0837  HORZ ORDER  -  FIRST
 HG0837
 HG0837.The horizontal coordinates were established by classical geodetic methods
 HG0837.and adjusted by the National Geodetic Survey in October 1998..
 HG0837
 HG0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0837
 HG0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0837
 HG0837.The geoid height was determined by GEOID03.
 HG0837
 HG0837;                    North         East     Units Scale Factor Converg.
 HG0837;SPC KS S     -   455,582.403   442,078.844   MT  1.00002120   +0 17 28.1
 HG0837;UTM  14      - 4,113,787.806   586,453.274   MT  0.99969207   +0 35 17.9
 HG0837
 HG0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0837!SPC KS S     -   0.99993869  x   1.00002120  =   0.99995989
 HG0837!UTM  14      -   0.99993869  x   0.99969207  =   0.99963078
 HG0837
 HG0837:                Primary Azimuth Mark                     Grid Az
 HG0837:SPC KS S     -  MILLER RESET                             148 15 35.8
 HG0837:UTM  14      -  MILLER RESET                             147 57 46.0
 HG0837
 HG0837|---------------------------------------------------------------------|
 HG0837| PID    Reference Object                     Distance      Geod. Az  |
 HG0837|                                                           dddmmss.s |
 HG0837| HF1403 MILLER RESET                        APPROX.16.6 KM 1483303.9 |
 HG0837| HG0832 ANTHONY MUNICIPAL WATER TANK        APPROX. 1.1 KM 2084628.7 |
 HG0837| HG0838 ANTHONY SE BASE 2                    25.754 METERS 28016     |
 HG0837| HG0196 ANTHONY SE BASE                      38.719 METERS 32059     |
 HG0837|---------------------------------------------------------------------|
 HG0837
 HG0837                          SUPERSEDED SURVEY CONTROL
 HG0837
 HG0837  NAD 83(1997)-  37 09 59.43415(N)    098 01 34.46210(W) AD(       ) 1
 HG0837  NAD 83(1986)-  37 09 59.43732(N)    098 01 34.45463(W) AD(       ) 1
 HG0837  NAD 27      -  37 09 59.35708(N)    098 01 33.23314(W) AD(       ) 1
 HG0837  NGVD 29 (07/19/86)  418.9    (m)         1374.     (f) VERT ANG       
 HG0837
 HG0837.Superseded values are not recommended for survey control.
 HG0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0837.See file dsdata.txt to determine how the superseded data were derived.
 HG0837
 HG0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8645313788(NAD 83)
 HG0837_MARKER: DS = TRIANGULATION STATION DISK
 HG0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0837+STABILITY: SURFACE MOTION
 HG0837
 HG0837  HISTORY     - Date     Condition        Report By
 HG0837  HISTORY     - 1968     MONUMENTED       CGS
 HG0837  HISTORY     - 1987     GOOD             NOS
 HG0837
 HG0837                          STATION DESCRIPTION
 HG0837
 HG0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HG0837'THE STATION IS IN THE SAME AREA AND ON THE SAME PROPERTY AS
 HG0837'TRIANGULATION STATION ANTHONY SE BASE 2 1968.  IT IS ABOUT 1.0
 HG0837'MILE NORTHEAST OF THE CENTER OF ANTHONY, AT THE NORTH END OF
 HG0837'THE SCHOOL ATHLETIC FIELD AND ON PROPERTY OF THE UNIFIED SCHOOL
 HG0837'DISTRICT 361.
 HG0837'
 HG0837'THE STATION IS A STANDARD DISK STAMPED ANTHONY SE BASE 2 RM A
 HG0837'1968, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 HG0837'SURFACE OF THE GROUND.  IT IS 67.5 FEET SOUTHEAST OF A METAL
 HG0837'WITNESS POST, 53.5 FEET SOUTH-SOUTHEAST OF A POWER POLE AND 52.5
 HG0837'FEET SOUTH OF AN EAST-WEST FENCE LINE.
 HG0837'
 HG0837'A TRAVERSE CONNECTION WAS MADE TO ANTHONY SE BASE 2, A DISTANCE
 HG0837'BEING 25.754 METERS OR 84.49 FEET.
 HG0837
 HG0837                          STATION RECOVERY (1987)
 HG0837
 HG0837'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 HG0837'THE STATION WAS RECOVERED AT THIS DATE.
 HG0837'THE STATIONS POSITION WAS VERIFIED AT THIS TIME.
 HG0837'
 HG0837'RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0758 ***********************************************************************
 HG0758  DESIGNATION -  ANTHPORT
 HG0758  PID         -  HG0758
 HG0758  STATE/COUNTY-  KS/HARPER
 HG0758  USGS QUAD   -  ANTHONY (1983)
 HG0758
 HG0758                         *CURRENT SURVEY CONTROL
 HG0758  ___________________________________________________________________
 HG0758* NAD 83(1997)-  37 09 14.96257(N)    098 04 43.09469(W)     ADJUSTED  
 HG0758* NAVD 88     -       406.427  (meters)    1333.42   (feet)  ADJUSTED  
 HG0758  ___________________________________________________________________
 HG0758  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HG0758  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HG0758  DYNAMIC HT  -         406.087 (meters)    1332.30  (feet)  COMP
 HG0758  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 HG0758
 HG0758  HORZ ORDER  -  THIRD
 HG0758  VERT ORDER  -  FIRST     CLASS II
 HG0758
 HG0758.This mark is at Anthony Municipal Airport (ANY)
 HG0758
 HG0758.The horizontal coordinates were established by classical geodetic methods
 HG0758.and adjusted by the National Geodetic Survey in October 1998..
 HG0758
 HG0758.The orthometric height was determined by differential leveling
 HG0758.and adjusted by the National Geodetic Survey in June 1991..
 HG0758
 HG0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0758
 HG0758.The geoid height was determined by GEOID03.
 HG0758
 HG0758.The dynamic height is computed by dividing the NAVD 88
 HG0758.geopotential number by the normal gravity value computed on the
 HG0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0758.degrees latitude (g = 980.6199 gals.).
 HG0758
 HG0758.The modeled gravity was interpolated from observed gravity values.
 HG0758
 HG0758;                    North         East     Units Scale Factor Converg.
 HG0758;SPC KS S     -   454,189.192   437,431.107   MT  1.00002402   +0 15 32.2
 HG0758;UTM  14      - 4,112,370.967   581,814.387   MT  0.99968245   +0 33 23.4
 HG0758
 HG0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0758!SPC KS S     -   0.99994066  x   1.00002402  =   0.99996468
 HG0758!UTM  14      -   0.99994066  x   0.99968245  =   0.99962313
 HG0758
 HG0758:                Primary Azimuth Mark                     Grid Az
 HG0758:SPC KS S     -  ANTHPORT AZ MK                           359 51 55.5
 HG0758:UTM  14      -  ANTHPORT AZ MK                           359 34 04.3
 HG0758
 HG0758|---------------------------------------------------------------------|
 HG0758| PID    Reference Object                     Distance      Geod. Az  |
 HG0758|                                                           dddmmss.s |
 HG0758| HG0759 ANTHPORT AZ MK                      APPROX. 1.0 KM 0000727.7 |
 HG0758| HG0832 ANTHONY MUNICIPAL WATER TANK        APPROX. 4.1 KM 0845025.1 |
 HG0758|---------------------------------------------------------------------|
 HG0758
 HG0758                          SUPERSEDED SURVEY CONTROL
 HG0758
 HG0758  NAD 83(1997)-  37 09 14.96624(N)    098 04 43.09667(W) AD(       ) 3
 HG0758  NAD 83(1986)-  37 09 14.97005(N)    098 04 43.08913(W) AD(       ) 3
 HG0758  NAD 27      -  37 09 14.89052(N)    098 04 41.86243(W) AD(       ) 3
 HG0758  NGVD 29 (12/08/88)  406.31   (m)         1333.0    (f) LEVELING    3  
 HG0758
 HG0758.Superseded values are not recommended for survey control.
 HG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0758.See file dsdata.txt to determine how the superseded data were derived.
 HG0758
 HG0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8181412371(NAD 83)
 HG0758_MARKER: DE = TRAVERSE STATION DISK
 HG0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0758_SP_SET: CONCRETE POST
 HG0758_STAMPING: ANTHPORT 1986
 HG0758_MARK LOGO: NGS   
 HG0758_PROJECTION: RECESSED 5 CENTIMETERS
 HG0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0758+STABILITY: SURFACE MOTION
 HG0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0758+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 HG0758
 HG0758  HISTORY     - Date     Condition        Report By
 HG0758  HISTORY     - 1986     MONUMENTED       NGS
 HG0758  HISTORY     - 1986     GOOD             NGS
 HG0758  HISTORY     - 1987     GOOD             NOS
 HG0758  HISTORY     - 20031103 GOOD             INDIV
 HG0758
 HG0758                          STATION DESCRIPTION
 HG0758
 HG0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (PBW)
 HG0758'THE STATION IS LOCATED AT THE ANTHONY MUNICIPAL AIRPORT
 HG0758'APPROXIMATELY 2.0 MILES WEST OF THE TOWN OF ANTHONY KANSAS.
 HG0758'
 HG0758'TO REACH THE STATION FROM ANTHONY DRIVE WEST FROM THE JUNCTION OF
 HG0758'STATE HIGHWAYS 14 AND 44 ON HIGHWAY 14 FOR 3.2 KM (2.0 MI) TO THE
 HG0758'MUNICIPAL AIRPORT AND THE STATION AT THE EXTREME NORTHEAST CORNER
 HG0758'OF THE RUNWAY.
 HG0758'
 HG0758'THE STATION IS A STANDARD NGS DISK STAMPED---ANTHPORT 1986---, SET
 HG0758'INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE
 HG0758'EXISTING GROUND.  IT IS LOCATED 29.6 METERS (97 FT) EAST OF THE EAST
 HG0758'OF THE EAST EDGE OF THE RUNWAY,23.4 METERS (76.6 FT) SOUTH OF THE
 HG0758'SOUTH EDGE OF A CONCRETE TURN AROUND, AND 12.0 METERS (39.3 FT) EAST
 HG0758'OF THE SOUTHEAST CORNER OF A 5 BY 5 FOOT SLAB FOR ALNA LIGHTS.
 HG0758'
 HG0758'DESCRIBED BY NGS.
 HG0758
 HG0758                          STATION RECOVERY (1986)
 HG0758
 HG0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0758'3.2 KM (2.0 MI) WEST FROM ANTHONY.
 HG0758'3.2 KM (2.0 MI) WEST ALONG STATE ROUTE 14 FROM THE JUNCTION OF STATE
 HG0758'ROUTE 44 AT ANTHONY, AT THE L JUNCTION OF THE WEST END OF THE TAXI
 HG0758'RUNWAY AND THE SOUTH END OF THE MAIN RUNWAY OF THE ANTHONY MUNICIPAL
 HG0758'AIRPORT AND IN LINE AND EAST OF TWO PURPLE RUNWAY LITES, 33.4 METERS
 HG0758'(109.5 FT) NORTH OF THE CENTER OF THE TAXI RUNWAY, 30.8 METERS (101
 HG0758'FT) EAST OF THE EAST EDGE OF THE MAIN RUNWAY, 25.3 METERS (83 FT) EAST
 HG0758'OF THE EAST ONE OF TWO PURPLE RUNWAY LITES, 27.0 METERS (88.5 FT)
 HG0758'NORTH-NORTHEAST OF A ELEVATION 1340 SIGN, 1.2 METERS (4 FT) WEST OF
 HG0758'THE WEST EDGE OF A FIELD AND 33.8 METERS (110.8 FT) SOUTHEAST OF A
 HG0758'CLEAR RUNWAY LITE.  PERMISSION OBTAINED FROM MR. JACK SCOTT (CITY
 HG0758'MANAGER, ANTHONY) PHONE NUMBER 316-842-5960.
 HG0758'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 HG0758'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 HG0758
 HG0758                          STATION RECOVERY (1987)
 HG0758
 HG0758'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HG0758'RECOVERED IN GOOD CONDITION.
 HG0758
 HG0758                          STATION RECOVERY (2003)
 HG0758
 HG0758'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLE)
 HG0758'BURIED RR SPIKES ON ALL FOUR SIDES OF MONUMENT TO FACILITATE RECOVERY
 HG0758'WITH MAGNETIC LOCATORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0759 ***********************************************************************
 HG0759  DESIGNATION -  ANTHPORT AZ MK
 HG0759  PID         -  HG0759
 HG0759  STATE/COUNTY-  KS/HARPER
 HG0759  USGS QUAD   -  ANTHONY (1983)
 HG0759
 HG0759                         *CURRENT SURVEY CONTROL
 HG0759  ___________________________________________________________________
 HG0759* NAD 83(1997)-  37 09 46.76407(N)    098 04 43.00845(W)     ADJUSTED  
 HG0759* NAVD 88     -       408.057  (meters)    1338.77   (feet)  ADJUSTED  
 HG0759  ___________________________________________________________________
 HG0759  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HG0759  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HG0759  DYNAMIC HT  -         407.715 (meters)    1337.64  (feet)  COMP
 HG0759  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 HG0759
 HG0759  HORZ ORDER  -  THIRD
 HG0759  VERT ORDER  -  FIRST     CLASS II
 HG0759
 HG0759.This mark is at Anthony Municipal Airport (ANY)
 HG0759
 HG0759.The horizontal coordinates were established by classical geodetic methods
 HG0759.and adjusted by the National Geodetic Survey in October 1998..
 HG0759
 HG0759.The orthometric height was determined by differential leveling
 HG0759.and adjusted by the National Geodetic Survey in June 1991..
 HG0759
 HG0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0759
 HG0759.The geoid height was determined by GEOID03.
 HG0759
 HG0759.The dynamic height is computed by dividing the NAVD 88
 HG0759.geopotential number by the normal gravity value computed on the
 HG0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0759.degrees latitude (g = 980.6199 gals.).
 HG0759
 HG0759.The modeled gravity was interpolated from observed gravity values.
 HG0759
 HG0759;                    North         East     Units Scale Factor Converg.
 HG0759;SPC KS S     -   455,169.589   437,428.804   MT  1.00002200   +0 15 32.2
 HG0759;UTM  14      - 4,113,351.005   581,806.994   MT  0.99968244   +0 33 23.9
 HG0759
 HG0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0759!SPC KS S     -   0.99994041  x   1.00002200  =   0.99996241
 HG0759!UTM  14      -   0.99994041  x   0.99968244  =   0.99962287
 HG0759
 HG0759:                Primary Azimuth Mark                     Grid Az
 HG0759:SPC KS S     -  ANTHONY MUNICIPAL WATER TANK             098 11 41.5
 HG0759:UTM  14      -  ANTHONY MUNICIPAL WATER TANK             097 53 49.8
 HG0759
 HG0759|---------------------------------------------------------------------|
 HG0759| PID    Reference Object                     Distance      Geod. Az  |
 HG0759|                                                           dddmmss.s |
 HG0759| HG0832 ANTHONY MUNICIPAL WATER TANK        APPROX. 4.1 KM 0982713.7 |
 HG0759| HG0758 ANTHPORT                            APPROX. 1.0 KM 1800727.7 |
 HG0759|---------------------------------------------------------------------|
 HG0759
 HG0759                          SUPERSEDED SURVEY CONTROL
 HG0759
 HG0759  NAD 83(1997)-  37 09 46.76774(N)    098 04 43.01045(W) AD(       ) 3
 HG0759  NAD 83(1986)-  37 09 46.77153(N)    098 04 43.00275(W) AD(       ) 3
 HG0759  NAD 27      -  37 09 46.69260(N)    098 04 41.77607(W) AD(       ) 3
 HG0759  NGVD 29 (12/08/88)  407.94   (m)         1338.4    (f) LEVELING    3  
 HG0759
 HG0759.Superseded values are not recommended for survey control.
 HG0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0759.See file dsdata.txt to determine how the superseded data were derived.
 HG0759
 HG0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8180713351(NAD 83)
 HG0759_MARKER: DZ = AZIMUTH MARK DISK
 HG0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0759_SP_SET: CONCRETE POST
 HG0759_STAMPING: ANTHPORT AZ MK 1986
 HG0759_MARK LOGO: NGS   
 HG0759_PROJECTION: FLUSH
 HG0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0759+STABILITY: SURFACE MOTION
 HG0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0759+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 HG0759
 HG0759  HISTORY     - Date     Condition        Report By
 HG0759  HISTORY     - 1986     MONUMENTED       NGS
 HG0759  HISTORY     - 1986     GOOD             NGS
 HG0759  HISTORY     - 1987     GOOD             NOS
 HG0759  HISTORY     - 20031103 GOOD             INDIV
 HG0759
 HG0759                          STATION DESCRIPTION
 HG0759
 HG0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (PBW)
 HG0759'THE STATION IS LOCATED AT THE ANTHONY MUNICIPAL AIRPORT IN ANTHONY
 HG0759'KANSAS.
 HG0759'
 HG0759'TO REACH THE STATION FROM THE JUNCTION OF STATES ROUTES 14 AND 44
 HG0759'IN ANTHONY GO WEST ON 14 FOR 3.2 KM (2.0 MI) TO THE AREA OF THE
 HG0759'AIRPORT AND THE STATION NEAR THE SOUTH END OF THE MAIN RUNWAY.
 HG0759'
 HG0759'THE STATION IS A STANDARD NGS DISK STAMPED---ANTHPORT 1986---,SET
 HG0759'INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH
 HG0759'THE EXISTING GROUND.  IT IS LOCATED 33.4 METERS (109.5 FT) NORTH
 HG0759'OF THE CENTERLINE OF THE TAXI RUNWAY, 30.8 METERS (101 FT) EAST OF
 HG0759'THE EAST EDGE OF THE RUNWAY, 25.3 METERS (83 FT) EAST OF THE EAST
 HG0759'ONE OF TWO PURPLE RUNWAY LIGHTS, AND 27.0 METERS (88.5 FT) NORTH
 HG0759'NORTHEAST OF A ELEVATION 1340 SIGN.  PERMISSION FROM AIRPORT
 HG0759'AUTHORITIES AT PHONE NUMBER (316) 842-5960 MUST BE OBTAINED PRIOR
 HG0759'TO THE STATIONS USE.
 HG0759'
 HG0759'DESCRIBED BY NGS.
 HG0759
 HG0759                          STATION RECOVERY (1986)
 HG0759
 HG0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0759'3.2 KM (2.0 MI) WEST FROM ANTHONY.
 HG0759'3.2 KM (2.0 MI) WEST ALONG STATE ROUTE 14 FROM THE JUNCTION OF STATE
 HG0759'ROUTE 44 IN ANTHONY, AT THE EXTREME NORTHEAST CORNER OF THE RUNWAY OF
 HG0759'THE ANTHONY MUNICIPAL AIRPORT, 0.96 KM (0.6 MI) NORTH OF TRIANGULATION
 HG0759'STATION ANTHPORT, 29.6 METERS (97 FT) EAST OF THE EAST EDGE OF THE
 HG0759'RUNWAY, 23.4 METERS (76.6 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE
 HG0759'TURN-A-ROUND, 12.0 METERS (39.3 FT) EAST OF THE SOUTHEAST CORNER OF A
 HG0759'5 BY 5 FOOT SLAB FOR ALNA LITES, 25.4 METERS (83.5 FT) EAST-SOUTHEAST
 HG0759'OF THE EAST ONE OF TWO PURPLE RUNWAY LITES AND 41.8 METERS (137 FT)
 HG0759'NORTHEAST OF A CLEAR RUNWAY LITE.  PERMISSION OBTAINED FROM MR. JACK
 HG0759'SCOTT (CITY MANAGER, ANTHONY) PHONE NUMBER 316-842-5960.
 HG0759'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HG0759'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 HG0759
 HG0759                          STATION RECOVERY (1987)
 HG0759
 HG0759'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HG0759'RECOVERED IN GOOD CONDITION.
 HG0759
 HG0759                          STATION RECOVERY (2003)
 HG0759
 HG0759'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLE)
 HG0759'BURIED RR SPIKES ON ALL FOUR SIDES OF MONUMENT TO FACILITATE RECOVERY
 HG0759'WITH MAGNETIC LOCATORS.  IN A DEPRESSION.  WATER 4 INCHES DEEP AFTER
 HG0759'T-STORMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1514 ***********************************************************************
 JE1514  DESIGNATION -  ANTIOCH
 JE1514  PID         -  JE1514
 JE1514  STATE/COUNTY-  KS/JOHNSON
 JE1514  USGS QUAD   -  GARDNER (1991)
 JE1514
 JE1514                         *CURRENT SURVEY CONTROL
 JE1514  ___________________________________________________________________
 JE1514* NAD 83(1997)-  38 46 01.88558(N)    094 56 55.03965(W)     ADJUSTED  
 JE1514* NAVD 88     -       314.807  (meters)    1032.83   (feet)  ADJUSTED  
 JE1514  ___________________________________________________________________
 JE1514  X           -    -429,567.094 (meters)                     COMP
 JE1514  Y           -  -4,961,209.366 (meters)                     COMP
 JE1514  Z           -   3,972,375.789 (meters)                     COMP
 JE1514  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JE1514  ELLIP HEIGHT-         282.76  (meters)          (10/02/98) GPS OBS
 JE1514  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JE1514  DYNAMIC HT  -         314.594 (meters)    1032.13  (feet)  COMP
 JE1514  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 JE1514
 JE1514  HORZ ORDER  -  SECOND
 JE1514  VERT ORDER  -  SECOND    CLASS 0
 JE1514  ELLP ORDER  -  FOURTH    CLASS I
 JE1514
 JE1514.The horizontal coordinates were established by classical geodetic methods
 JE1514.and adjusted by the National Geodetic Survey in October 1998..
 JE1514
 JE1514.The orthometric height was determined by differential leveling
 JE1514.and adjusted by the National Geodetic Survey in June 1991..
 JE1514
 JE1514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE1514
 JE1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1514
 JE1514.The ellipsoidal height was determined by GPS observations
 JE1514.and is referenced to NAD 83.
 JE1514
 JE1514.The geoid height was determined by GEOID03.
 JE1514
 JE1514.The dynamic height is computed by dividing the NAVD 88
 JE1514.geopotential number by the normal gravity value computed on the
 JE1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1514.degrees latitude (g = 980.6199 gals.).
 JE1514
 JE1514.The modeled gravity was interpolated from observed gravity values.
 JE1514
 JE1514;                    North         East     Units Scale Factor Converg.
 JE1514;SPC KS N     -    52,630.306   665,141.680   MT  0.99999223   +1 55 50.3
 JE1514;SPC KS S     -   639,016.859   708,588.213   MT  1.00004582   +2 10 56.7
 JE1514;UTM  15      - 4,292,744.956   330,706.720   MT  0.99995293   -1 13 13.6
 JE1514
 JE1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1514!SPC KS N     -   0.99995564  x   0.99999223  =   0.99994787
 JE1514!SPC KS S     -   0.99995564  x   1.00004582  =   1.00000145
 JE1514!UTM  15      -   0.99995564  x   0.99995293  =   0.99990857
 JE1514
 JE1514|---------------------------------------------------------------------|
 JE1514| PID    Reference Object                     Distance      Geod. Az  |
 JE1514|                                                           dddmmss.s |
 JE1514| JE1344 ANTIOCH RM 2                         11.210 METERS 04530     |
 JE1514| JE1345 ANTIOCH RM 3 AZIMUTH                               0490821.2 |
 JE1514| JE1515 ANTIOCH RM 1                         13.854 METERS 32228     |
 JE1514|---------------------------------------------------------------------|
 JE1514
 JE1514                          SUPERSEDED SURVEY CONTROL
 JE1514
 JE1514  NAD 83(1986)-  38 46 01.89394(N)    094 56 55.04158(W) AD(       ) 2
 JE1514  NAD 27      -  38 46 01.86459(N)    094 56 54.16817(W) AD(       ) 2
 JE1514  NGVD 29 (??/??/92)  314.685  (m)         1032.43   (f) ADJ UNCH    2 0
 JE1514
 JE1514.Superseded values are not recommended for survey control.
 JE1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1514.See file dsdata.txt to determine how the superseded data were derived.
 JE1514
 JE1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3070792745(NAD 83)
 JE1514_MARKER: DS = TRIANGULATION STATION DISK
 JE1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1514_SP_SET: CONCRETE POST
 JE1514_STAMPING: ANTIOCH 1974
 JE1514_MARK LOGO: NGS   
 JE1514_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1514+STABILITY: SURFACE MOTION
 JE1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1514+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 JE1514
 JE1514  HISTORY     - Date     Condition        Report By
 JE1514  HISTORY     - 1974     MONUMENTED       NGS
 JE1514  HISTORY     - 1974     GOOD             NGS
 JE1514  HISTORY     - 19890701 GOOD             NGS
 JE1514  HISTORY     - 19910418 GOOD             NGS
 JE1514  HISTORY     - 20060624 GOOD             GEOCAC
 JE1514
 JE1514                          STATION DESCRIPTION
 JE1514
 JE1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1514'THE STATION IS ABOUT 3 MILES SOUTH AND 1 MILE WEST OF GARDNER, 3
 JE1514'MILES EAST OF EDGERTON, 3 MILES NORTH OF ANTIOCH, AT THE SOUTHEAST
 JE1514'END OF A CONCRETE OVERPASS OVER INTERSTATE HIGHWAY 35, ON HIGHWAY
 JE1514'RIGHT-OF-WAY AND IN THE NE 1/4 OF SEC 10, R 22 E, T 15 S.
 JE1514'
 JE1514'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 JE1514'AND GARDNER ROAD, ABOUT 3 MILES NORTH OF ANTIOCH, GO SOUTH ON
 JE1514'GARDNER ROAD FOR 0.9 MILE TO THE JUNCTION WITH 199TH STREET.  TURN
 JE1514'RIGHT AND GO WEST ON 199TH STREET FOR 1.15 MILES TO THE WEST END OF
 JE1514'THE OVERPASS AND THE STATION ON THE LEFT.
 JE1514'
 JE1514'TO REACH REFERENCE MARK 3 FROM THE JUNCTION OF INTERSTATE HIGHWAY
 JE1514'35 AND GARDNER ROAD, ABOUT 3 MILES NORTH OF ANTIOCH, GO SOUTHWEST
 JE1514'ON INTERSTATE HIGHWAY 35 FOR 1.0 MILE TO THE MARK ON THE LEFT IN
 JE1514'THE MEDIAN OF THE HIGHWAY.
 JE1514'
 JE1514'STATION MARKS ARE STANDARD DISKS, STAMPED ANTIOCH 1974.  THE SURFACE
 JE1514'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JE1514'THAT IS FLUSH WITH THE GROUND.  IT IS 18.0 FEET SOUTH OF THE CENTER
 JE1514'OF 199TH STREET, 6.0 FEET EAST OF THE EAST END OF THE CONCRETE
 JE1514'OVERPASS AND 4.3 FEET SOUTH OF A METAL GUARD RAIL.  THE
 JE1514'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 JE1514'BELOW THE GROUND SURFACE.
 JE1514'
 JE1514'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANTIOCH NO 1 1974,
 JE1514'CEMENTED IN A DRILL HOLE ON THE NORTH SIDE OF THE BRIDGE AND ABOUT
 JE1514'1 FOOT HIGHER THAN THE ROAD.  IT IS 28.0 FEET WEST OF THE EAST END
 JE1514'OF THE BRIDGE, 26.0 FEET WEST OF THE WEST END OF A GUARD RAIL, 13.5
 JE1514'FEET NORTH OF THE CENTER OF THE BRIDGE AND ABOUT 2 FEET HIGHER THAN
 JE1514'THE STATION.
 JE1514'
 JE1514'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANTIOCH NO 2 1974,
 JE1514'CEMENTED IN A DRILL HOLE IN A CONCRETE DRAINAGE DITCH.  IT IS
 JE1514'28.0 FEET EAST OF THE EAST END OF THE BRIDGE, 12.0 FEET NORTH OF
 JE1514'THE CENTER OF 199TH STREET, 1.0 FOOT SOUTH OF A GUARD RAIL AND
 JE1514'ABOUT THE SAME ELEVATION AS THE STATION.
 JE1514'
 JE1514'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ANTIOCH AZ NO 3 1974,
 JE1514'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A DRAINAGE
 JE1514'CULVERT.  IT IS 43.5 FEET SOUTHEAST OF THE CENTER OF THE SOUTHWEST
 JE1514'BOUND LANE OF INTERSTATE HIGHWAY 35, 39.5 FEET NORTHWEST OF THE
 JE1514'NORTHEAST BOUND LANE OF INTERSTATE HIGHWAY 35 AND 3.5 FEET
 JE1514'EAST-SOUTHEAST OF A WITNESS POST.  THIS MARK WILL SERVE AS THE
 JE1514'AZIMUTH MARK.
 JE1514'
 JE1514'STATION MARK IS 4.9 FEET SOUTHEAST OF A WITNESS POST.
 JE1514'
 JE1514'NEAREST TOWN--EDGERTON.
 JE1514'
 JE1514'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
 JE1514
 JE1514                          STATION RECOVERY (1974)
 JE1514
 JE1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1514'8.65 MI NE FROM WELLSVILLE.
 JE1514'ABOUT 8.65 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1514'JUNCTION WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE SOUTH OF
 JE1514'WELLSVILLE, 45.45 FEET SOUTHEAST OF RM 1, 36.78 FEET SOUTHWEST OF RM
 JE1514'2, 18.0 FEET SOUTH OF THE APPROXIMATE CENTER OF 199TH STREET, 6.0 FEET
 JE1514'EAST OF THE EAST END OF A OVERPASS, AND 4.3 FEET SOUTH OF A METAL
 JE1514'GUARD RAIL.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 JE1514'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF 199TH STREET.
 JE1514
 JE1514                          STATION RECOVERY (1989)
 JE1514
 JE1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JE1514'LOCATED ABOUT 5 KM (3.10 MI) SOUTH-SOUTHWEST OF GARDNER, AT A PAVED
 JE1514'ROAD OVERPASS OF INTERSTATE HIGHWAY 35, AT THE SOUTHEAST CORNER OF THE
 JE1514'BRIDGE, IN THE NORTHEAST 1/4 OF SECTION 10, T 15 S, R 22 E.
 JE1514'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 JE1514'TO REACH FROM THE GARDNER CITY HALL, GO WEST ON CENTER STREET FOR 4.8
 JE1514'KM (3.00 MI) TO A PAVED CROSSROAD.  TURN RIGHT AND GO WEST ON 199TH
 JE1514'STREET FOR 1.85 KM (1.15 MI) TO THE OVERPASS AND THE STATION ON THE
 JE1514'LEFT.
 JE1514'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND
 JE1514'CONCRETE POST RECESSED 10 CM BELOW GROUND.  LOCATED 5.28 M (17.3 FT)
 JE1514'SOUTH OF THE ROAD CENTER, 1.38 M (4.5 FT) SOUTH OF THE METAL
 JE1514'GUARDRAIL, 1.7 M (5.6 FT) EAST OF EAST END OF CURVED BRIDGE CURB AND
 JE1514'0.85 M (2.8 FT) NORTH OF A CARSONITE WITNESS POST.
 JE1514'DESCRIBED BY G.R. HEID, TYPED BY HJS.
 JE1514
 JE1514                          STATION RECOVERY (1991)
 JE1514
 JE1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JE1514'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) SOUTH-SOUTHWEST OF GARDNER,
 JE1514'AT THE INTERSTATE 35 OVERPASS BRIDGE OF 199TH STREET. OWNERSHIP-STATE
 JE1514'OF MISSOURI DEPARTMENT OF TRANSPORTATION.
 JE1514'TO REACH THE STATION FROM THE JUNCTION OF CENTER STREET AND MAIN
 JE1514'STREET (HIGHWAY 56), LOCATED 1 BLOCK WEST OF CITY HALL IN GARDNER, GO
 JE1514'SOUTH ALONG CENTER STREET FOR 3.0 MI (4.8 KM) TO A PAVED CROSSROADS.
 JE1514'TURN RIGHT, WEST, ALONG 199TH STREET FOR 1.16 MI (1.87 KM) TO THE
 JE1514'INTERSTATE 35 OVERPASS BRIDGE AND THE STATION ON THE LEFT AT THE
 JE1514'SOUTHEAST CORNER OF THE BRIDGE.
 JE1514'STATION IS SET IN THE TOP OF A CONCRETE POST ABOUT 10-CM BELOW THE
 JE1514'GROUND SURFACE, LOCATED 5.5 M (18.0 FT) SOUTH OF THE CENTER OF 199TH
 JE1514'STREET, 1.5 M (4.9 FT) SOUTH OF A METAL GUARD RAIL, 1.7 M (5.6 FT)
 JE1514'EAST OF THE EAST END OF A CONCRETE BRIDGE CURB, AND 0.7 M (2.3 FT)
 JE1514'NORTH OF A FIBERGLASS WITNESS POST.
 JE1514
 JE1514                          STATION RECOVERY (2006)
 JE1514
 JE1514'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1514'FOUND STATION AND REFERENCE MARK 1. REFERENCE MARK 2 BELIEVED
 JE1514'DESTROYED DUE TO REPLACEMENT OF THE CONCRETE DRAIN. THE AZIMUTH MARK
 JE1514'IS LOCATED IN THE MEDIAN OF I-35 AND NOT SEARCHED FOR THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1515 ***********************************************************************
 JE1515  DESIGNATION -  ANTIOCH RM 1
 JE1515  PID         -  JE1515
 JE1515  STATE/COUNTY-  KS/JOHNSON
 JE1515  USGS QUAD   -  GARDNER (1991)
 JE1515
 JE1515                         *CURRENT SURVEY CONTROL
 JE1515  ___________________________________________________________________
 JE1515* NAD 83(1986)-  38 46 02.     (N)    094 56 55.     (W)     SCALED    
 JE1515* NAVD 88     -       315.554  (meters)    1035.28   (feet)  ADJUSTED  
 JE1515  ___________________________________________________________________
 JE1515  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JE1515  DYNAMIC HT  -         315.341 (meters)    1034.58  (feet)  COMP
 JE1515  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 JE1515
 JE1515  VERT ORDER  -  SECOND    CLASS 0
 JE1515
 JE1515.The horizontal coordinates were scaled from a topographic map and have
 JE1515.an estimated accuracy of +/- 6 seconds.
 JE1515
 JE1515.The orthometric height was determined by differential leveling
 JE1515.and adjusted by the National Geodetic Survey in June 1991..
 JE1515
 JE1515.The geoid height was determined by GEOID03.
 JE1515
 JE1515.The dynamic height is computed by dividing the NAVD 88
 JE1515.geopotential number by the normal gravity value computed on the
 JE1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1515.degrees latitude (g = 980.6199 gals.).
 JE1515
 JE1515.The modeled gravity was interpolated from observed gravity values.
 JE1515
 JE1515;                    North         East    Units  Estimated Accuracy
 JE1515;SPC KS N     -    52,630.      665,140.      MT  (+/- 180 meters Scaled)
 JE1515
 JE1515                          SUPERSEDED SURVEY CONTROL
 JE1515
 JE1515  NGVD 29 (??/??/92)  315.432  (m)         1034.88   (f) ADJ UNCH    2 0
 JE1515
 JE1515.Superseded values are not recommended for survey control.
 JE1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1515.See file dsdata.txt to determine how the superseded data were derived.
 JE1515
 JE1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC307927(NAD 83)
 JE1515_MARKER: DR = REFERENCE MARK DISK
 JE1515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1515_SP_SET: OVERPASS
 JE1515_STAMPING: ANTIOCH NO 1 1974
 JE1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1515+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 JE1515
 JE1515  HISTORY     - Date     Condition        Report By
 JE1515  HISTORY     - 1974     MONUMENTED       NGS
 JE1515  HISTORY     - 20060624 GOOD             GEOCAC
 JE1515
 JE1515                          STATION DESCRIPTION
 JE1515
 JE1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1515'8.65 MI NE FROM WELLSVILLE.
 JE1515'AT THE ANTIOCH STATION SITE, 45.45 FEET NORTHWEST OF THE STATION, 28.0
 JE1515'FEET WEST OF THE EAST END OF OVERPASS, 26.0 FEET WEST OF THE WEST END
 JE1515'OF GUARD RAIL, AND 13.5 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 JE1515'BRIDGE AND ROAD.  SET IN THE TOP OF THE BASE OF THE NORTH BANISTER OF
 JE1515'A OVERPASS AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF 199TH STREET.
 JE1515
 JE1515                          STATION RECOVERY (2006)
 JE1515
 JE1515'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1515'HH2 - N38 46 02.2 W94 56 55.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1344 ***********************************************************************
 JE1344  DESIGNATION -  ANTIOCH RM 2
 JE1344  PID         -  JE1344
 JE1344  STATE/COUNTY-  KS/JOHNSON
 JE1344  USGS QUAD   -  GARDNER (1991)
 JE1344
 JE1344                         *CURRENT SURVEY CONTROL
 JE1344  ___________________________________________________________________
 JE1344* NAD 83(1986)-  38 46 02.     (N)    094 56 55.     (W)     SCALED    
 JE1344* NAVD 88     -       314.683  (meters)    1032.42   (feet)  ADJUSTED  
 JE1344  ___________________________________________________________________
 JE1344  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JE1344  DYNAMIC HT  -         314.470 (meters)    1031.72  (feet)  COMP
 JE1344  MODELED GRAV-     979,943.1   (mgal)                       NAVD 88
 JE1344
 JE1344  VERT ORDER  -  SECOND    CLASS 0
 JE1344
 JE1344.The horizontal coordinates were scaled from a topographic map and have
 JE1344.an estimated accuracy of +/- 6 seconds.
 JE1344
 JE1344.The orthometric height was determined by differential leveling
 JE1344.and adjusted by the National Geodetic Survey in June 1991..
 JE1344
 JE1344.The geoid height was determined by GEOID03.
 JE1344
 JE1344.The dynamic height is computed by dividing the NAVD 88
 JE1344.geopotential number by the normal gravity value computed on the
 JE1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1344.degrees latitude (g = 980.6199 gals.).
 JE1344
 JE1344.The modeled gravity was interpolated from observed gravity values.
 JE1344
 JE1344;                    North         East    Units  Estimated Accuracy
 JE1344;SPC KS N     -    52,630.      665,140.      MT  (+/- 180 meters Scaled)
 JE1344
 JE1344                          SUPERSEDED SURVEY CONTROL
 JE1344
 JE1344  NGVD 29 (??/??/92)  314.561  (m)         1032.02   (f) ADJ UNCH    2 0
 JE1344
 JE1344.Superseded values are not recommended for survey control.
 JE1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1344.See file dsdata.txt to determine how the superseded data were derived.
 JE1344
 JE1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC307927(NAD 83)
 JE1344_MARKER: DR = REFERENCE MARK DISK
 JE1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1344_SP_SET: DRAIN
 JE1344_STAMPING: ANTIOCH NO 2 1974
 JE1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1344
 JE1344  HISTORY     - Date     Condition        Report By
 JE1344  HISTORY     - 1974     MONUMENTED       NGS
 JE1344  HISTORY     - 20060624 MARK NOT FOUND   GEOCAC
 JE1344
 JE1344                          STATION DESCRIPTION
 JE1344
 JE1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1344'8.65 MI NE FROM WELLSVILLE.
 JE1344'AT THE ANTIOCH STATION SITE, 36.78 FEET NORTHEAST OF THE STATION, 28.0
 JE1344'FEET EAST OF THE EAST END OF OVERPASS, 12.0 FEET NORTH OF THE
 JE1344'APPROXIMATE CENTER OF 199TH STREET, AND ABOUT 1 FOOT SOUTH OF GUARD
 JE1344'RAIL.  SET IN THE TOP OF A CONCRETE DRAIN AND IS ABOUT LEVEL WITH
 JE1344'199TH STREET.
 JE1344
 JE1344                          STATION RECOVERY (2006)
 JE1344
 JE1344'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1344'THE CONCRETE DRAIN HAS BEEN REPLACED AND THE BM PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1345 ***********************************************************************
 JE1345  DESIGNATION -  ANTIOCH RM 3 AZIMUTH
 JE1345  PID         -  JE1345
 JE1345  STATE/COUNTY-  KS/JOHNSON
 JE1345  USGS QUAD   -  GARDNER (1991)
 JE1345
 JE1345                         *CURRENT SURVEY CONTROL
 JE1345  ___________________________________________________________________
 JE1345* NAD 83(1986)-  38 46 21.     (N)    094 56 27.     (W)     SCALED    
 JE1345* NAVD 88     -       311.358  (meters)    1021.51   (feet)  ADJUSTED  
 JE1345  ___________________________________________________________________
 JE1345  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JE1345  DYNAMIC HT  -         311.148 (meters)    1020.82  (feet)  COMP
 JE1345  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 JE1345
 JE1345  VERT ORDER  -  SECOND    CLASS 0
 JE1345
 JE1345.The horizontal coordinates were scaled from a topographic map and have
 JE1345.an estimated accuracy of +/- 6 seconds.
 JE1345
 JE1345.The orthometric height was determined by differential leveling
 JE1345.and adjusted by the National Geodetic Survey in June 1991..
 JE1345
 JE1345.The geoid height was determined by GEOID03.
 JE1345
 JE1345.The dynamic height is computed by dividing the NAVD 88
 JE1345.geopotential number by the normal gravity value computed on the
 JE1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1345.degrees latitude (g = 980.6199 gals.).
 JE1345
 JE1345.The modeled gravity was interpolated from observed gravity values.
 JE1345
 JE1345;                    North         East    Units  Estimated Accuracy
 JE1345;SPC KS N     -    53,240.      665,800.      MT  (+/- 180 meters Scaled)
 JE1345
 JE1345                          SUPERSEDED SURVEY CONTROL
 JE1345
 JE1345  NGVD 29 (??/??/92)  311.235  (m)         1021.11   (f) ADJ UNCH    2 0
 JE1345
 JE1345.Superseded values are not recommended for survey control.
 JE1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1345.See file dsdata.txt to determine how the superseded data were derived.
 JE1345
 JE1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC313933(NAD 83)
 JE1345_MARKER: DR = REFERENCE MARK DISK
 JE1345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1345_SP_SET: CATCH BASIN
 JE1345_STAMPING: ANTIOCH NO 3 AZ 1974
 JE1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1345
 JE1345  HISTORY     - Date     Condition        Report By
 JE1345  HISTORY     - 1974     MONUMENTED       NGS
 JE1345
 JE1345                          STATION DESCRIPTION
 JE1345
 JE1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1345'9.2 MI NE FROM WELLSVILLE.
 JE1345'ABOUT 9.2 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1345'JUNCTION WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE SOUTH OF
 JE1345'WELLSVILLE, IN THE MEDIA STRIP OF HIGHWAY, 43.5 FEET SOUTHEAST OF THE
 JE1345'CENTERLINE OF THE SOUTHWEST BOUND LANE OF HIGHWAY, 39.5 FEET NORTHWEST
 JE1345'OF THE CENTERLINE OF THE NORTHEAST BOUND LANE OF HIGHWAY, 3.5 FEET
 JE1345'EAST OF A METAL WITNESS SIGN AND ABOUT 0.55 MILE NORTHEAST OF THE
 JE1345'STATION.  SET IN THE TOP OF THE NORTHEAST CORNER OF A CATCH BASIN AND
 JE1345'IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0851 ***********************************************************************
 JG0851  DESIGNATION -  ANTON
 JG0851  PID         -  JG0851
 JG0851  STATE/COUNTY-  KS/ELLIS
 JG0851  USGS QUAD   -  HAYS SOUTH (1983)
 JG0851
 JG0851                         *CURRENT SURVEY CONTROL
 JG0851  ___________________________________________________________________
 JG0851* NAD 83(1997)-  38 48 46.76822(N)    099 20 28.04439(W)     ADJUSTED  
 JG0851* NAVD 88     -       636.     (meters)    2087.     (feet)  SCALED    
 JG0851  ___________________________________________________________________
 JG0851  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 JG0851  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 JG0851
 JG0851  HORZ ORDER  -  THIRD
 JG0851
 JG0851.The horizontal coordinates were established by classical geodetic methods
 JG0851.and adjusted by the National Geodetic Survey in October 1998..
 JG0851
 JG0851.The orthometric height was scaled from a topographic map.
 JG0851
 JG0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0851
 JG0851.The geoid height was determined by GEOID03.
 JG0851
 JG0851;                    North         East     Units Scale Factor Converg.
 JG0851;SPC KS N     -    54,109.616   283,524.009   MT  0.99998585   -0 50 54.8
 JG0851;SPC KS S     -   638,553.238   326,941.841   MT  1.00005802   -0 31 00.8
 JG0851;UTM  14      - 4,296,079.605   470,383.887   MT  0.99961080   -0 12 49.7
 JG0851
 JG0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0851!SPC KS N     -   0.99990428  x   0.99998585  =   0.99989013
 JG0851!SPC KS S     -   0.99990428  x   1.00005802  =   0.99996229
 JG0851!UTM  14      -   0.99990428  x   0.99961080  =   0.99951512
 JG0851
 JG0851:                Primary Azimuth Mark                     Grid Az
 JG0851:SPC KS N     -  HAYS RADIO STATION KAYS TOWER            003 23 05.9
 JG0851:SPC KS S     -  HAYS RADIO STATION KAYS TOWER            003 03 11.9
 JG0851:UTM  14      -  HAYS RADIO STATION KAYS TOWER            002 45 00.8
 JG0851
 JG0851|---------------------------------------------------------------------|
 JG0851| PID    Reference Object                     Distance      Geod. Az  |
 JG0851|                                                           dddmmss.s |
 JG0851| JG0847 HAYS RADIO STATION KAYS TOWER       APPROX. 7.9 KM 0023211.1 |
 JG0851| JG0850 HAYS ST JOSEPHS CATH CHURCH         APPROX. 6.9 KM 0061958.9 |
 JG0851| JG0852 HAYS MUNICIPAL TANK                 APPROX. 6.6 KM 0084301.6 |
 JG0851| JG0849 HAYS PROD PLINE GAS CO TOWER        APPROX. 6.7 KM 0192801.8 |
 JG0851| JG0827 VICTORIA MUNICIPAL TANK             APPROX.17.5 KM 0733754.8 |
 JG0851| JG0826 VICTORIA ST FIDELIS CH N CROSS      APPROX.17.2 KM 0733743.9 |
 JG0851| CK8826 ANTON AZ MK                                        1465732.2 |
 JG0851| CK8827 ANTON RM 1                           10.036 METERS 27234     |
 JG0851| CK8828 ANTON RM 2                           19.099 METERS 35825     |
 JG0851|---------------------------------------------------------------------|
 JG0851
 JG0851                          SUPERSEDED SURVEY CONTROL
 JG0851
 JG0851  NAD 83(1986)-  38 48 46.77543(N)    099 20 28.04402(W) AD(       ) 3
 JG0851  NAD 27      -  38 48 46.73000(N)    099 20 26.67100(W) AD(       ) 3
 JG0851
 JG0851.Superseded values are not recommended for survey control.
 JG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0851.See file dsdata.txt to determine how the superseded data were derived.
 JG0851
 JG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7038496080(NAD 83)
 JG0851_MARKER: DS = TRIANGULATION STATION DISK
 JG0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0851
 JG0851  HISTORY     - Date     Condition        Report By
 JG0851  HISTORY     - 1950     MONUMENTED       CGS
 JG0851  HISTORY     - 1969     GOOD             CGS
 JG0851
 JG0851                          STATION DESCRIPTION
 JG0851
 JG0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0851'THE STATION IS LOCATED AT THE CREST OF A LOW NORTH-SOUTH
 JG0851'RIDGE ABOUT 2.75 MILES EAST AND 2.0 MILES NORTH OF ANTONINO,
 JG0851'4.0 MILES SOUTH OF HAYS AND 0.2 MILE WEST OF U.S. HIGHWAY NO.
 JG0851'183.  IT IS AT THE NORTH EDGE OF A CULTIVATED FIELD, 74.0 FEET
 JG0851'WEST OF A POWERLINE POLE, 32.0 FEET SOUTH OF THE CENTER OF A
 JG0851'GRAVELED ROAD, 12.0 FEET WEST OF A STONE FENCE POST WITH A
 JG0851'TRIANGULAR BLAZE, 5.0 FEET WEST OF A WITNESS POST AND 1.0 FOOT
 JG0851'SOUTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED ANTON
 JG0851'1950.
 JG0851'
 JG0851'REFERENCE MARK NO. 1 IS LOCATED AT THE NORTH EDGE OF A CULTIVATED
 JG0851'FIELD, 32.0 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND
 JG0851'1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 JG0851'ANTON NO 1 1950.
 JG0851'
 JG0851'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION, 30.0
 JG0851'FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 1.0 FOOT SOUTH
 JG0851'OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED ANTON NO 2
 JG0851'1950.
 JG0851'
 JG0851'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 JG0851'NO. 2 IS 68.65 FEET.
 JG0851'
 JG0851'THE AZIMUTH MARK IS LOCATED IN THE SOUTHEAST CORNER OF A
 JG0851'CULTIVATED FIELD, 40.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO.
 JG0851'183, 14.0 FEET SOUTH OF A TELEPHONE POLE, 2.0 FEET NORTH OF
 JG0851'A STONE FENCE CORNER POST AND 1.5 FEET EAST-NORTHEAST OF A
 JG0851'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED ANTON 1950.
 JG0851'
 JG0851'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 40
 JG0851'AND U.S. HIGHWAY NO. 183 ONE BLOCK EAST OF THE POST OFFICE IN
 JG0851'HAYS, GO SOUTH ON U.S. HIGHWAY NO. 183 FOR 4.15 MILES TO A
 JG0851'CROSSROAD.  HERE TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 JG0851'0.2 MILE TO THE TOP OF THE RIDGE AND THE STATION ON THE LEFT AS
 JG0851'DESCRIBED.
 JG0851'
 JG0851'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 JG0851'GRAVELED ROAD FOR 0.2 MILE TO U.S. HIGHWAY NO. 183.  HERE TURN
 JG0851'RIGHT AND GO SOUTH ON U.S. HIGHWAY NO. 183 FOR 0.3 MILE TO A
 JG0851'FENCE CORNER ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 JG0851
 JG0851                          STATION RECOVERY (1969)
 JG0851
 JG0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JG0851'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JG0851'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 JG0851'IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 JG0851'
 JG0851'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 JG0851'
 JG0851'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JG0851'
 JG0851'TO REACH THE STATION FROM THE WASHINGTON SCHOOL WHICH IS IN THE
 JG0851'SOUTH PART OF HAYES, GO SOUTH ON OLD U.S. HIGHWAY 183 FOR 3.6 MILES
 JG0851'TO A CROSSROAD.  (CONTINUE SOUTH ON OLD HIGHWAY FOR 0.3 MILE TO A
 JG0851'FENCE CORNER AND THE AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND
 JG0851'GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO THE TOP OF RIDGE AND
 JG0851'THE STATION ON THE LEFT.
 JG0851'
 JG0851'THE NEW HIGHWAY 183 IS BEING CONSTRUCTED EAST OF OLD HIGHWAY.
 JG0851'
 JG0851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES SOUTH
 JG0851'OF HAYES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1066 ***********************************************************************
 KF1066  DESIGNATION -  ANTONIO
 KF1066  PID         -  KF1066
 KF1066  STATE/COUNTY-  KS/RILEY
 KF1066  USGS QUAD   -  MANHATTAN (1991)
 KF1066
 KF1066                         *CURRENT SURVEY CONTROL
 KF1066  ___________________________________________________________________
 KF1066* NAD 83(1997)-  39 11 59.79253(N)    096 34 41.07614(W)     ADJUSTED  
 KF1066* NAVD 88     -       359.     (meters)    1178.     (feet)  VERTCON   
 KF1066  ___________________________________________________________________
 KF1066  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 KF1066  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 KF1066
 KF1066  HORZ ORDER  -  SECOND
 KF1066
 KF1066.The horizontal coordinates were established by classical geodetic methods
 KF1066.and adjusted by the National Geodetic Survey in October 1998..
 KF1066
 KF1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1066
 KF1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1066
 KF1066.The geoid height was determined by GEOID03.
 KF1066
 KF1066;                    North         East     Units Scale Factor Converg.
 KF1066;SPC KS N     -    97,167.616   522,818.382   MT  0.99995724   +0 53 58.8
 KF1066;UTM  14      - 4,341,759.415   709,139.731   MT  1.00013859   +1 31 52.6
 KF1066
 KF1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1066!SPC KS N     -   0.99994836  x   0.99995724  =   0.99990560
 KF1066!UTM  14      -   0.99994836  x   1.00013859  =   1.00008694
 KF1066
 KF1066|---------------------------------------------------------------------|
 KF1066| PID    Reference Object                     Distance      Geod. Az  |
 KF1066|                                                           dddmmss.s |
 KF1066| CL6753 ANTONIO RM 1                         16.503 METERS 04654     |
 KF1066| KF1062 MANHATTAN SW BELL MICRO TOWER       328.038 METERS 11137     |
 KF1066| KF1071 MANHATTAN ST UNIV N RADIO MAST      APPROX. 1.5 KM 1904538.3 |
 KF1066| KF1073 MANHATTAN MUNICIPAL STANDPIPE       APPROX. 2.3 KM 2031820.0 |
 KF1066| KF1059 MANHATTAN MUNICIPAL TANK            APPROX. 2.8 KM 2114456.1 |
 KF1066| CL6754 ANTONIO RM 2                          8.565 METERS 34055     |
 KF1066|---------------------------------------------------------------------|
 KF1066
 KF1066                          SUPERSEDED SURVEY CONTROL
 KF1066
 KF1066  NAD 83(1986)-  39 11 59.79856(N)    096 34 41.07366(W) AD(       ) 2
 KF1066  NAD 27      -  39 11 59.81878(N)    096 34 40.05448(W) AD(       ) 2
 KF1066  NGVD 29 (07/19/86)  359.     (m)         1178.     (f) VERT ANG       
 KF1066
 KF1066.Superseded values are not recommended for survey control.
 KF1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1066.See file dsdata.txt to determine how the superseded data were derived.
 KF1066
 KF1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0914041759(NAD 83)
 KF1066_MARKER: DS = TRIANGULATION STATION DISK
 KF1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1066
 KF1066  HISTORY     - Date     Condition        Report By
 KF1066  HISTORY     - 1967     MONUMENTED       CGS
 KF1066
 KF1066                          STATION DESCRIPTION
 KF1066
 KF1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 KF1066'LOCATED ABOUT 1-1/2 MILES NORTH-NORTHWEST OF COURTHOUSE IN
 KF1066'MANHATTAN, 1/2 MILE NORTH-NORTHEAST OF THE CENTER OF KANSAS STATE
 KF1066'UNIVERSITY CAMPUS, NEAR THE SOUTHERN SLOPE OF A PROMINENT HILL
 KF1066'ON LAND OWNED BY THE UNIVERSITY, JUST SOUTH OF A FLY-CATCHER
 KF1066'AND ABOUT 125 FEET SOUTH OF HIGHEST POINT OF HILL.
 KF1066'
 KF1066'TO REACH THE STATION FROM THE INTERSECTION OF CLAFLIN AND
 KF1066'DENISON STREET AND THE GOODNOW BUILDING IN SOUTHWEST ANGLE,
 KF1066'NEAR THE NORTHWEST CORNER OF THE KANSAS STATE UNIVERSITY CAMPUS
 KF1066'IN MANHATTAN, GO NORTH ON DENISON STREET FOR 0.8 MILE TO A DIRT
 KF1066'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR
 KF1066'0.3 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON A
 KF1066'DIRT ROAD FOR 0.2 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO
 KF1066'SOUTHEAST ON TRACK ROAD FOR 0.2 MILE TO THE FLY-CATCHER AND
 KF1066'STATION ON SOUTH SIDE OF HILL.
 KF1066'
 KF1066'STATION MARKS ARE STANDARD DISKS STAMPED ANTONIO 1967.  THE
 KF1066'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KF1066'IS FLUSH WITH SURFACE OF THE GROUND.  IT IS 58.5 FEET
 KF1066'SOUTH-SOUTHEAST OF SOUTH EDGE OF FLY-CATCHER, AND 4 FEET
 KF1066'SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 KF1066'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 KF1066'SURFACE OF GROUND.
 KF1066'
 KF1066'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ANTONIO NO. 1 1967,
 KF1066'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 KF1066'WITH THE SURFACE OF THE GROUND.  IT IS 4 FEET SOUTH-SOUTHEAST
 KF1066'OF A CORNER FENCE POST AT THE SOUTHWEST CORNER OF A FENCED
 KF1066'AREA AROUND FLY-CATCHER.
 KF1066'
 KF1066'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ANTONIO NO. 2 1967,
 KF1066'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 KF1066'SURFACE OF THE GROUND.  IT IS 3 FEET SOUTH-SOUTHWEST OF THE
 KF1066'CORNER POST AT THE SOUTHEAST OF FENCED AREA AROUND FLY-CATCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0765 ***********************************************************************
 KE0765  SACS        -  This is a Secondary Airport Control Station.
 KE0765  DESIGNATION -  AP STA B
 KE0765  PID         -  KE0765
 KE0765  STATE/COUNTY-  KS/SHAWNEE
 KE0765  USGS QUAD   -  GRANTVILLE (1983)
 KE0765
 KE0765                         *CURRENT SURVEY CONTROL
 KE0765  ___________________________________________________________________
 KE0765* NAD 83(1997)-  39 03 54.88997(N)    095 36 50.04024(W)     ADJUSTED  
 KE0765* NAVD 88     -       266.076  (meters)     872.95   (feet)  ADJUSTED  
 KE0765  ___________________________________________________________________
 KE0765  X           -    -485,105.813 (meters)                     COMP
 KE0765  Y           -  -4,935,163.307 (meters)                     COMP
 KE0765  Z           -   3,998,091.617 (meters)                     COMP
 KE0765  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 KE0765  ELLIP HEIGHT-         234.75  (meters)          (08/05/04) GPS OBS
 KE0765  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KE0765  DYNAMIC HT  -         265.903 (meters)     872.38  (feet)  COMP
 KE0765  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 KE0765
 KE0765  HORZ ORDER  -  FIRST
 KE0765  VERT ORDER  -  SECOND    CLASS 0
 KE0765  ELLP ORDER  -  FOURTH    CLASS I
 KE0765
 KE0765.This mark is at Philip Billard Municipal Airport (TOP)
 KE0765
 KE0765.The horizontal coordinates were established by GPS observations
 KE0765.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 KE0765
 KE0765.The orthometric height was determined by differential leveling
 KE0765.and adjusted by the National Geodetic Survey in June 1991..
 KE0765
 KE0765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE0765
 KE0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0765
 KE0765.The ellipsoidal height was determined by GPS observations
 KE0765.and is referenced to NAD 83.
 KE0765
 KE0765.The geoid height was determined by GEOID03.
 KE0765
 KE0765.The dynamic height is computed by dividing the NAVD 88
 KE0765.geopotential number by the normal gravity value computed on the
 KE0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0765.degrees latitude (g = 980.6199 gals.).
 KE0765
 KE0765.The modeled gravity was interpolated from observed gravity values.
 KE0765
 KE0765;                    North         East     Units Scale Factor Converg.
 KE0765;SPC KS N     -    83,970.814   606,477.555   MT  0.99996206   +1 30 35.0
 KE0765;UTM  15      - 4,327,269.421   273,849.529   MT  1.00022980   -1 38 52.8
 KE0765
 KE0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0765!SPC KS N     -   0.99996317  x   0.99996206  =   0.99992523
 KE0765!UTM  15      -   0.99996317  x   1.00022980  =   1.00019296
 KE0765
 KE0765                          SUPERSEDED SURVEY CONTROL
 KE0765
 KE0765  NAVD 88 (08/05/04)  266.08   (m)          873.0    (f) LEVELING    3  
 KE0765  NGVD 29 (??/??/92)  265.980  (m)          872.64   (f) ADJ UNCH    2 0
 KE0765
 KE0765.Superseded values are not recommended for survey control.
 KE0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0765.See file dsdata.txt to determine how the superseded data were derived.
 KE0765
 KE0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD7385027269(NAD 83)
 KE0765_MARKER: DT = TOPOGRAPHIC STATION DISK
 KE0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0765_SP_SET: CONCRETE POST
 KE0765_STAMPING: AP 1963 STA B
 KE0765_MARK LOGO: CGS   
 KE0765_PROJECTION: FLUSH
 KE0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0765+STABILITY: SURFACE MOTION
 KE0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0765+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 KE0765
 KE0765  HISTORY     - Date     Condition        Report By
 KE0765  HISTORY     - 1963     MONUMENTED       CGS
 KE0765  HISTORY     - 1982     GOOD             LOCSUR
 KE0765  HISTORY     - 1986     GOOD             NGS
 KE0765  HISTORY     - 19940422 GOOD             NGS
 KE0765  HISTORY     - 20040610 GOOD             MSAM
 KE0765
 KE0765                          STATION DESCRIPTION
 KE0765
 KE0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KE0765'3 MI NE FROM TOPEKA.
 KE0765'LOCATED NEAR THE SOUTHEAST CORNER OF THE TOPEKA MUNICIPAL
 KE0765'AIRPORT, 197.0 FEET EAST OF THE LAST RUNWAY LIGHT ALONG THE
 KE0765'NORTHEAST EDGE OF THE RUNWAY AND 123.0 FEET NORTHEAST OF THE PHYSICAL
 KE0765'CENTER-LINE AT RUNWAY END 31.  A STANDARD TOPO. DISK SET IN THE
 KE0765'TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 KE0765'SURFACE.
 KE0765
 KE0765                          STATION RECOVERY (1982)
 KE0765
 KE0765'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 KE0765'RECOVERED IN GOOD CONDITION.
 KE0765
 KE0765                          STATION RECOVERY (1986)
 KE0765
 KE0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0765'RECOVERED IN GOOD CONDITION.
 KE0765
 KE0765                          STATION RECOVERY (1994)
 KE0765
 KE0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 KE0765'THIS STATION IS LOCATED IN THE SOUTHEASTERN SECTION OF THE AIRPORT
 KE0765'NEAR RUNWAY END 31.  IT IS 123.1 FT (37.5 M) NORTHEAST OF THE
 KE0765'CENTERLINE END OF THE RUNWAY, 103.7 FT (31.6 M) SOUTHEAST OF THE FIRST
 KE0765'RUNWAY LIGHT, 47.0 FT (14.3 M) NORTHEAST OF THE NORTHEAST EDGE OF THE
 KE0765'RUNWAY PAVING, 39.5 FT (12.0 M) NORTHEAST OF THE NORTHEAST THRESHOLD
 KE0765'LIGHT.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A TEN-INCH
 KE0765'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED, AP 1963 STA B, AND
 KE0765'12.8 FT (3.9 M) SE OF THE SE EDGE OF A CONCRETE PAD, AND 40.8 FT (12.4
 KE0765'M) SW OF REIL (31) NE.
 KE0765
 KE0765                          STATION RECOVERY (2004)
 KE0765
 KE0765'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 KE0765'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 KE0765'STATION IS LOCATED AT THE PHILLIP BILLARD MUNICIPAL AIRPORT IN TOPEKA
 KE0765'KANSAS NEAR THE APPROACH END OF RUNWAY 31 ON THE SOUTHEAST END OF THE
 KE0765'AIRPORT. NORTH OF NE SEWARD RD, AND WEST OF HIGHWAY 4, AND SOUTH OF
 KE0765'HIGHWAY 24.  THE AIRPORT IS CONTROLLED AND PERMISSION TO USE THE MARK
 KE0765'MUST BE OBTAINED FROM AIRPORT  MANAGER.  MANAGER--DAVID STREMMING
 KE0765'785-862-2362.  OFFICE LOCATED AT FORBES FIELD TOPEKA KANSAS.
 KE0765' 
 KE0765'TO REACH THE STATION FROM THE INTERSECTION OF SEWARD RD. AND HIGHWAY 4
 KE0765'IN NE TOPEKA. GO WEST ON SEWARD RD FOR 2.17 KM (1.35 MI) TO NE STRAIT
 KE0765'ST. TURN RIGHT (NORTH) FOR .80 KM (.50 MI) TO NE SARDOU.  TURN RIGHT
 KE0765'(EAST) AND FOLLOW SARDOU FOR .42 KM (.26 MI) TO A LARGE STONE HANGER
 KE0765'AND A ROAD NORTH.  TURN LEFT (NORTH) FOR 76.2 M (250') TURN RIGHT
 KE0765'EAST ON AN ASPHALT RD BETWEEN TWO HANGERS FOR 91.0 M (300') TO THE
 KE0765'INTERSECTION OF  TAXIWAY C AND A NORTH-SOUTH TAXIWAY RUNNING PARALLEL
 KE0765'WITH RUNWAY 18-36.  CONTINUE  EAST ON TAXIWAY C WHILE CROSSING RUNWAY
 KE0765'18-36 AND 22-44 FOR 1.13 KM (0.7 MI) TO THE  SOUTHEAST END OF TAXIWAY
 KE0765'C TURN LEFT (NORTHEAST) FOR 91.4 M (300') CROSSING THE APPROACH END OF
 KE0765'RUNWAY 31 AND THE STATION ON THE RIGHT (SOUTHEAST).
 KE0765' 
 KE0765'THE MARK IS A COAST AND GEODETIC BRASS CAP SET IN THE TOP OF A
 KE0765'CONCRETE POST AND  STAMPED AP 1963 STA B.  IT IS 37.5 M (123.0 FT)
 KE0765'NORTHEAST OF THE CENTERLINE  AT THE APPROACH END OF RUNWAY 31, 12.4 M
 KE0765'(40.7 FT) SOUTHWEST OF A FLASHING APPROACH SPOT  LIGHT, 3.9 M (12.8
 KE0765'FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE PAD PERPENDICULAR
 KE0765'WITH RUNWAY 31, AND 1.0 M (3.28 FT) SOUTHWEST OF A SHORT FIBERGLASS
 KE0765'WITNESS POST.  THIS  STATION IS DESIGNATED AS A SECONDARY AIRPORT
 KE0765'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0101 ***********************************************************************
 HH0101  FBN         -  This is a Federal Base Network Control Station.
 HH0101  PACS        -  This is a Primary Airport Control Station.
 HH0101  DESIGNATION -  AP STA B
 HH0101  PID         -  HH0101
 HH0101  STATE/COUNTY-  KS/SEWARD
 HH0101  USGS QUAD   -  LIBERAL (1983)
 HH0101
 HH0101                         *CURRENT SURVEY CONTROL
 HH0101  ___________________________________________________________________
 HH0101* NAD 83(1997)-  37 02 15.22481(N)    100 57 21.50098(W)     ADJUSTED  
 HH0101* NAVD 88     -       875.569  (meters)    2872.60   (feet)  ADJUSTED  
 HH0101  ___________________________________________________________________
 HH0101  X           -    -968,929.083 (meters)                     COMP
 HH0101  Y           -  -5,005,239.289 (meters)                     COMP
 HH0101  Z           -   3,821,232.793 (meters)                     COMP
 HH0101  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 HH0101  ELLIP HEIGHT-         848.79  (meters)          (08/12/03) GPS OBS
 HH0101  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 HH0101  DYNAMIC HT  -         874.705 (meters)    2869.76  (feet)  COMP
 HH0101  MODELED GRAV-     979,614.0   (mgal)                       NAVD 88
 HH0101
 HH0101  HORZ ORDER  -  B
 HH0101  VERT ORDER  -  SECOND    CLASS 0
 HH0101  ELLP ORDER  -  FOURTH    CLASS I
 HH0101
 HH0101.This mark is at Liberal Municipal Airport (LBL)
 HH0101
 HH0101.The horizontal coordinates were established by GPS observations
 HH0101.and adjusted by the National Geodetic Survey in December 1997..
 HH0101
 HH0101.The orthometric height was determined by differential leveling
 HH0101.and adjusted by the National Geodetic Survey in June 1991..
 HH0101
 HH0101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HH0101
 HH0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0101
 HH0101.The ellipsoidal height was determined by GPS observations
 HH0101.and is referenced to NAD 83.
 HH0101
 HH0101.The geoid height was determined by GEOID03.
 HH0101
 HH0101.The dynamic height is computed by dividing the NAVD 88
 HH0101.geopotential number by the normal gravity value computed on the
 HH0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0101.degrees latitude (g = 980.6199 gals.).
 HH0101
 HH0101.The modeled gravity was interpolated from observed gravity values.
 HH0101
 HH0101;                    North         East     Units Scale Factor Converg.
 HH0101;SPC KS S     -   444,042.443   181,511.071   MT  1.00005293   -1 30 33.4
 HH0101;SPC OK N     -   230,090.382   337,038.111   MT  1.00006066   -1 44 40.1
 HH0101;SPC OK N     -   754,888.19  1,105,765.87   sFT  1.00006066   -1 44 40.1
 HH0101;UTM  14      - 4,100,828.237   326,041.548   MT  0.99997280   -1 10 42.4
 HH0101
 HH0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0101!SPC KS S     -   0.99986682  x   1.00005293  =   0.99991974
 HH0101!SPC OK N     -   0.99986682  x   1.00006066  =   0.99992747
 HH0101!UTM  14      -   0.99986682  x   0.99997280  =   0.99983962
 HH0101
 HH0101:                Primary Azimuth Mark                     Grid Az
 HH0101:SPC KS S     -  LIBERAL MUN AIRPORT BEACON               029 34 22.1
 HH0101:SPC OK N     -  LIBERAL MUN AIRPORT BEACON               029 48 28.8
 HH0101:UTM  14      -  LIBERAL MUN AIRPORT BEACON               029 14 31.1
 HH0101
 HH0101|---------------------------------------------------------------------|
 HH0101| PID    Reference Object                     Distance      Geod. Az  |
 HH0101|                                                           dddmmss.s |
 HH0101| HH0964 LIBERAL MUN AIRPORT BEACON          APPROX. 0.7 KM 0280348.7 |
 HH0101| HH0970 VOR LIBERAL MUN AIRPORT LRL         APPROX. 1.6 KM 2991356.0 |
 HH0101|---------------------------------------------------------------------|
 HH0101
 HH0101                          SUPERSEDED SURVEY CONTROL
 HH0101
 HH0101  ELLIP H (12/22/97)  848.83   (m)                       GP(       ) 4 1
 HH0101  NAD 83(1997)-  37 02 15.24415(N)    100 57 21.51329(W) AD(       ) 3
 HH0101  NAD 83(1986)-  37 02 15.24335(N)    100 57 21.50945(W) AD(       ) 3
 HH0101  NAD 27      -  37 02 15.13891(N)    100 57 19.90678(W) AD(       ) 3
 HH0101  NAVD 88 (12/22/97)  875.57   (m)         2872.6    (f) LEVELING    3  
 HH0101  NGVD 29 (??/??/92)  875.193  (m)         2871.36   (f) ADJ UNCH    2 0
 HH0101
 HH0101.Superseded values are not recommended for survey control.
 HH0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0101.See file dsdata.txt to determine how the superseded data were derived.
 HH0101
 HH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2604200828(NAD 83)
 HH0101_MARKER: DT = TOPOGRAPHIC STATION DISK
 HH0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0101_STAMPING: AP 1965 STA B
 HH0101_MARK LOGO: CGS   
 HH0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0101+STABILITY: SURFACE MOTION
 HH0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0101+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 HH0101
 HH0101  HISTORY     - Date     Condition        Report By
 HH0101  HISTORY     - 1965     MONUMENTED       CGS
 HH0101  HISTORY     - 1965     GOOD             CGS
 HH0101  HISTORY     - 1978     GOOD             NGS
 HH0101  HISTORY     - 19861023 GOOD             NGS
 HH0101  HISTORY     - 19970314 GOOD             NGS
 HH0101  HISTORY     - 20020808 GOOD             NGS
 HH0101
 HH0101                          STATION DESCRIPTION
 HH0101
 HH0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DVS)
 HH0101'AT LIBERAL MUNICIPAL AIRPORT, SEWARD COUNTY, KANSAS IN THE
 HH0101'NORTH END OF A TEARDROP SHAPED SECTION OF GRASS AT THE SOUTHEAST
 HH0101'CORNER OF THE FIELD, 50.00 FT EAST OF THE EDGE OF RUNWAY
 HH0101'17L-35R, 51.36 FT SOUTHWEST OF THE EDGE OF RUNWAY 12L-30R.
 HH0101'A STANDARD C AND GS TOPO DISK SET FLUSH WITH GROUND STAMPED
 HH0101'AP 1965 STA B.
 HH0101
 HH0101                          STATION RECOVERY (1965)
 HH0101
 HH0101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HH0101'AT LIBERAL.
 HH0101'AT THE LIBERAL MUNICIPAL AIRPORT, SEWARD COUNTY, KANSAS IN THE
 HH0101'NORTH END OF A TEARDROP SHAPED SECTION OF GRASS AT THE SOUTHEAST
 HH0101'CORNER OF THE FIELD, 50.0 FEET EAST OF THE EAST EDGE OF RUNWAY
 HH0101'17L-35R, WHICH IS THE ONLY LIGHTED RUNWAY, 51.36 FEET SOUTHWEST
 HH0101'OF THE SOUTHWEST EDGE OF RUNWAY 12L-30R.  A STANDARD C AND GS
 HH0101'TOPO DISK SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND,
 HH0101'STAMPED AP 1965 STA B.
 HH0101
 HH0101                          STATION RECOVERY (1978)
 HH0101
 HH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 HH0101'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HH0101'
 HH0101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--
 HH0101'AT LIBERAL MUNICIPAL AIRPORT.
 HH0101
 HH0101                          STATION RECOVERY (1986)
 HH0101
 HH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0101'THE STATION IS LOCATED IN THE NORTH END OF A TEARDROP SHAPED SECTION
 HH0101'OF GRASS AT THE SOUTHEAST CORNER OF THE FIELD 51.36 FT (15.65 M) SW OF
 HH0101'THE EDGE OF OLD RUNWAY 12-30 AND 50.00 FT (15.24 M) EAST OF THE EDGE
 HH0101'OF RUNWAY 17-35.  A STANDARD CGS TOPOGRAPHIC DISK STAMPED AP 1965 STA
 HH0101'B SET IN A 12 INCH CONCRETE POST AND IT IS FLUSH WITH THE GROUND.
 HH0101
 HH0101                          STATION RECOVERY (1997)
 HH0101
 HH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HH0101'THE STATION IS LOCATED NEAR THE EAST SIDE OF LIBERAL, AT THE LIBERAL
 HH0101'MUNICIPAL AIRPORT, EAST OF THE ILS, NEAR THE NORTHWEST END OF A
 HH0101'TEARDROP SHAPED GRASS MEDIAN, NEAR THE SOUTHEAST SIDE AND
 HH0101'NORTH-NORTHEAST OF RUNWAY END 35.  OWNERSHIP--CITY OF LIBERAL, PO BOX
 HH0101'2199, LIBERAL KS 67905-2199.  AIRPORT MANAGER TERRY URBAN, PHONE
 HH0101'316-626-0156.  NOTE--CONTACT AIRPORT MANAGER 24-HOURS IN ADVANCE
 HH0101'(ESCORT REQUIRED).  TO REACH THE AIRPORT TERMINAL FROM THE JUNCTION OF
 HH0101'U.S. HIGHWAY 83 (KANSAS AVE) AND 7TH ST NEAR THE NORTH SIDE OF
 HH0101'LIBERAL, GO WEST FOR 1.6 KM (1.00 MI) ON SEVENTH STREET TO THE
 HH0101'T-JUNCTION OF WESTERN AVENUE.  TURN LEFT, SOUTH FOR ABOUT 80.0 M
 HH0101'(262.5 FT) ON WESTERN AVENUE TO THE JUNCTION OF SEVENTH ST ON THE
 HH0101'RIGHT.  TURN RIGHT, WESTERLY FOR 1.1 KM (0.70 MI) ON SEVENTH ST,
 HH0101'BEARING RIGHT AT A FORK IN THE ROAD, TO A GATE AND THE AIRPORT
 HH0101'TERMINAL ON THE LEFT.  STATION IS 16.5 M (54.1 FT) SOUTH-SOUTHEAST OF
 HH0101'A RUNWAY LIGHT AT THE JUNCTION OF THE EAST SIDE OF RUNWAY END 35 AND A
 HH0101'CLOSED RUNWAY, 15.6 M (51.2 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 HH0101'CLOSED RUNWAY, 15.3 M (50.2 FT) EAST OF THE EAST EDGE OF RUNWAY END
 HH0101'35, ABOUT 0.1 M (0.3 FT) LOWER THAN THE RUNWAY AND RECESSED 5 CM BELOW
 HH0101'GROUND.  NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT
 HH0101'CONTROL STATION.
 HH0101
 HH0101                          STATION RECOVERY (2002)
 HH0101
 HH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 HH0101'RECOVERED AS DESCRIBED.  NOTE--THE AIRPORT MANAGER IS DEBBIE GISKIE,
 HH0101'PHONE 620-626-0196.
 HH0101'FOR AN ESCORT CONTACT AIRPORT MAINTENANCE, DENNIS YOUNG, PHONE
 HH0101'620-626-0125.  THE
 HH0101'STATION IS A PRIMARY AIRPORT CONTROL STATION.
 HH0101'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0205 ***********************************************************************
 HH0205  DESIGNATION -  AP STA B
 HH0205  PID         -  HH0205
 HH0205  STATE/COUNTY-  KS/FINNEY
 HH0205  USGS QUAD   -  PIERCEVILLE (1967)
 HH0205
 HH0205                         *CURRENT SURVEY CONTROL
 HH0205  ___________________________________________________________________
 HH0205* NAD 83(1986)-  37 55 09.     (N)    100 43 21.     (W)     SCALED    
 HH0205* NAVD 88     -       876.032  (meters)    2874.11   (feet)  ADJUSTED  
 HH0205  ___________________________________________________________________
 HH0205  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 HH0205  DYNAMIC HT  -         875.257 (meters)    2871.57  (feet)  COMP
 HH0205  MODELED GRAV-     979,715.0   (mgal)                       NAVD 88
 HH0205
 HH0205  VERT ORDER  -  SECOND    CLASS 0
 HH0205
 HH0205.This mark is at Garden City Municipal Airport (GCK)
 HH0205
 HH0205.The horizontal coordinates were scaled from a topographic map and have
 HH0205.an estimated accuracy of +/- 6 seconds.
 HH0205
 HH0205.The orthometric height was determined by differential leveling
 HH0205.and adjusted by the National Geodetic Survey in June 1991..
 HH0205
 HH0205.The geoid height was determined by GEOID03.
 HH0205
 HH0205.The dynamic height is computed by dividing the NAVD 88
 HH0205.geopotential number by the normal gravity value computed on the
 HH0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0205.degrees latitude (g = 980.6199 gals.).
 HH0205
 HH0205.The modeled gravity was interpolated from observed gravity values.
 HH0205
 HH0205;                    North         East    Units  Estimated Accuracy
 HH0205;SPC KS S     -   541,340.      204,610.      MT  (+/- 180 meters Scaled)
 HH0205
 HH0205                          SUPERSEDED SURVEY CONTROL
 HH0205
 HH0205  NGVD 29 (??/??/92)  875.660  (m)         2872.89   (f) ADJ UNCH    2 0
 HH0205
 HH0205.Superseded values are not recommended for survey control.
 HH0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0205.See file dsdata.txt to determine how the superseded data were derived.
 HH0205
 HH0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG485982(NAD 83)
 HH0205_MARKER: DT = TOPOGRAPHIC STATION DISK
 HH0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0205_STAMPING: AP 1965 STA B
 HH0205_MARK LOGO: CGS   
 HH0205_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HH0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0205+STABILITY: SURFACE MOTION
 HH0205
 HH0205  HISTORY     - Date     Condition        Report By
 HH0205  HISTORY     - 1965     MONUMENTED       CGS
 HH0205  HISTORY     - 19930701 MARK NOT FOUND   NGS
 HH0205
 HH0205                          STATION DESCRIPTION
 HH0205
 HH0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HH0205'9 MI E FROM GARDEN CITY.
 HH0205'THE STATION IS AT THE GARDEN CITY MUNICIPAL AIRPORT, 200 FT E
 HH0205'OF THE S END OF THE NS RUNWAY, 275 FT E OF THE CENTER LINE END
 HH0205'OF THE S END OF THE NS RUNWAY.  THE DISK IS SET IN A CONCRETE
 HH0205'POST FLUSH WITH THE GROUND.
 HH0205
 HH0205                          STATION RECOVERY (1993)
 HH0205
 HH0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (DAH)
 HH0205'THE STATION IS CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1076 ***********************************************************************
 KF1076  DESIGNATION -  AQUILAR
 KF1076  PID         -  KF1076
 KF1076  STATE/COUNTY-  KS/RILEY
 KF1076  USGS QUAD   -  MANHATTAN (1991)
 KF1076
 KF1076                         *CURRENT SURVEY CONTROL
 KF1076  ___________________________________________________________________
 KF1076* NAD 83(1997)-  39 10 19.25325(N)    096 33 07.56047(W)     ADJUSTED  
 KF1076* NAVD 88     -       354.     (meters)    1161.     (feet)  VERTCON   
 KF1076  ___________________________________________________________________
 KF1076  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 KF1076  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 KF1076
 KF1076  HORZ ORDER  -  SECOND
 KF1076
 KF1076.The horizontal coordinates were established by classical geodetic methods
 KF1076.and adjusted by the National Geodetic Survey in October 1998..
 KF1076
 KF1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1076
 KF1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1076
 KF1076.The geoid height was determined by GEOID03.
 KF1076
 KF1076;                    North         East     Units Scale Factor Converg.
 KF1076;SPC KS N     -    94,103.205   525,111.485   MT  0.99995779   +0 54 58.0
 KF1076;UTM  14      - 4,338,719.880   711,466.885   MT  1.00015065   +1 32 48.4
 KF1076
 KF1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1076!SPC KS N     -   0.99994915  x   0.99995779  =   0.99990694
 KF1076!UTM  14      -   0.99994915  x   1.00015065  =   1.00009979
 KF1076
 KF1076|---------------------------------------------------------------------|
 KF1076| PID    Reference Object                     Distance      Geod. Az  |
 KF1076|                                                           dddmmss.s |
 KF1076| CL6755 AQUILAR RM 1                          8.857 METERS 10854     |
 KF1076| CL6756 AQUILAR RM 2                          8.095 METERS 19121     |
 KF1076| KF1062 MANHATTAN SW BELL MICRO TOWER       APPROX. 3.6 KM 3265652.9 |
 KF1076| KF1077 RADIO STA KSAC TWR                  APPROX. 5.8 KM 3283032.5 |
 KF1076| KF1070 MANHATTAN 2                         APPROX. 2.5 KM 3350002.4 |
 KF1076| KF1078 MANHATTAN CABLE TV TWR              APPROX. 7.9 KM 3351044.7 |
 KF1076|---------------------------------------------------------------------|
 KF1076
 KF1076                          SUPERSEDED SURVEY CONTROL
 KF1076
 KF1076  NAD 83(1986)-  39 10 19.25934(N)    096 33 07.55818(W) AD(       ) 2
 KF1076  NAD 27      -  39 10 19.27719(N)    096 33 06.54637(W) AD(       ) 2
 KF1076  NGVD 29 (07/19/86)  354.     (m)         1161.     (f) VERT ANG       
 KF1076
 KF1076.Superseded values are not recommended for survey control.
 KF1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1076.See file dsdata.txt to determine how the superseded data were derived.
 KF1076
 KF1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1146738720(NAD 83)
 KF1076_MARKER: DD = SURVEY DISK
 KF1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1076
 KF1076  HISTORY     - Date     Condition        Report By
 KF1076  HISTORY     - 1970     MONUMENTED       KSU
 KF1076
 KF1076                          STATION DESCRIPTION
 KF1076
 KF1076'DESCRIBED BY KANSAS STATE UNIVERSITY 1970 (AMA)
 KF1076'THE STATION IS ABOUT 1/2 MILE SOUTHWEST OF MANHATTAN ON THE CREST
 KF1076'OF A HILL IN THE SW 1/4, NE 1/4, NW 1/4 OF SEC 20, T10S, R8E.
 KF1076'
 KF1076'THE HILL IS KNOWN LOCALLY AS K-S HILL AFTER THE LARGE CONCRETE
 KF1076'LETTERS PLACED ON THE SIDE OF THE HILL BY UNIVERSITY STUDENTS.
 KF1076'
 KF1076'THE MAP DESIGNATION (USGS, MANHATTAN 7-1/2 FT, 1955) IS PROSPECT
 KF1076'HILL.
 KF1076'
 KF1076'THE SUBSURFACE STATION WAS SET IN ABOUT 6 IN OF CONCRETE IN A HOLE
 KF1076'CHIPPED IN PARTIALLY WEATHERED BED ROCK.  THE SURFACE MARK WAS SET
 KF1076'FLUSH WITH THE GROUND IN ABOUT 3 FT OF CONCRETE.  BOTH MARKS ARE
 KF1076'STAMPED AGUILAR 1970.
 KF1076'
 KF1076'THE STATION IS LOCATED ABOUT 8 FT BACK FROM THE WEST EDGE OF THE
 KF1076'HILL AND DIRECTLY BEHIND THE TOP OF THE CONCRETE K ON THE SIDE OF
 KF1076'THE HILL.
 KF1076'
 KF1076'REFERENCE NO. 1 IS 29.07 FT. (8.857 M) EAST OF THE STATION
 KF1076'MARK.  IT IS FLUSH WITH THE GROUND AND STAMPED AGUILAR NO. 1 1970.
 KF1076'
 KF1076'REFERENCE NO. 2 IS 26.52 FT. (8.095 M) SOUTH OF THE STATION MARK
 KF1076'AND 36.66 FT. (11.179 M) SOUTHWEST OF REFERENCE NO. 1.  IT IS FLUSH
 KF1076'WITH THE GROUND AND IS STAMPED AUGILAR NO. 2 1970.
 KF1076'
 KF1076'TRAVERSE STATION MANHATTAN NO. 2 (NNW 1.6 MILES) WAS USED AS THE
 KF1076'AZIMUTH MARK.
 KF1076'
 KF1076'TO REACH THE STATION FROM 3RD ST. AND POYNTZ AVE. IN MANHATTAN,
 KF1076'KANSAS, TRAVEL SOUTH ON 3RD. ST. 2 BLOCKS, THEN LEFT (SOUTHEAST)
 KF1076'ACROSS THE VIADUCT.  TRAVE APPROX. 500 FT. BEYOND THE VIADUCT TO
 KF1076'CRESTLINE DR., TURN RIGHT (SOUTH) UP CRESTLINE DR. FOR 0.2 MILES
 KF1076'TO A SMALL DRIVE ON THE RIGHT (WEST).  TURN IN AND DRIVE TO THE
 KF1076'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1141 ***********************************************************************
 HE1141  DESIGNATION -  ARCADIA MICROWAVE MAST
 HE1141  PID         -  HE1141
 HE1141  STATE/COUNTY-  KS/CRAWFORD
 HE1141  USGS QUAD   -  CATO (1978)
 HE1141
 HE1141                         *CURRENT SURVEY CONTROL
 HE1141  ___________________________________________________________________
 HE1141* NAD 83(1997)-  37 38 36.64058(N)    094 41 00.56771(W)     ADJUSTED  
 HE1141* NAVD 88     -                                                        
 HE1141  ___________________________________________________________________
 HE1141  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HE1141  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HE1141
 HE1141  HORZ ORDER  -  THIRD
 HE1141
 HE1141.The horizontal coordinates were established by classical geodetic methods
 HE1141.and adjusted by the National Geodetic Survey in October 1998..
 HE1141
 HE1141
 HE1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1141
 HE1141.The geoid height was determined by GEOID03.
 HE1141
 HE1141;                    North         East     Units Scale Factor Converg.
 HE1141;SPC KS S     -   515,307.219   736,717.760   MT  0.99994730   +2 20 43.3
 HE1141;SPC MO W     -   163,900.328   833,806.773   MT  0.99994441   -0 06 43.4
 HE1141;UTM  15      - 4,167,595.924   351,475.876   MT  0.99987172   -1 01 42.1
 HE1141
 HE1141                          SUPERSEDED SURVEY CONTROL
 HE1141
 HE1141  NAD 83(1997)-  37 38 36.64736(N)    094 41 00.56840(W) AD(       ) 4
 HE1141  NAD 83(1986)-  37 38 36.65091(N)    094 41 00.56177(W) AD(       ) 4
 HE1141  NAD 27      -  37 38 36.49202(N)    094 40 59.69689(W) AD(       ) 3
 HE1141
 HE1141.Superseded values are not recommended for survey control.
 HE1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1141.See file dsdata.txt to determine how the superseded data were derived.
 HE1141
 HE1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5147667596(NAD 83)
 HE1141_MARKER: 44 = MICROWAVE MAST
 HE1141
 HE1141  HISTORY     - Date     Condition        Report By
 HE1141  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1141
 HE1141                          STATION DESCRIPTION
 HE1141
 HE1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1141'THE STATION IS THE CENTER OF THE TOP OF A 250 FOOT HIGH STEEL
 HE1141'MAST, LOCATED ABOUT 3 MILES WEST OF ARCADIA AND ABOUT 1 MILE
 HE1141'EAST OF U.S. HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0703 ***********************************************************************
 KG0703  DESIGNATION -  ARGA MUNICIPAL TANK
 KG0703  PID         -  KG0703
 KG0703  STATE/COUNTY-  KS/PHILLIPS
 KG0703  USGS QUAD   -  KENSINGTON (1973)
 KG0703
 KG0703                         *CURRENT SURVEY CONTROL
 KG0703  ___________________________________________________________________
 KG0703* NAD 83(1997)-  39 45 43.73349(N)    099 07 06.65314(W)     ADJUSTED  
 KG0703* NAVD 88     -                                                        
 KG0703  ___________________________________________________________________
 KG0703  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 KG0703  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 KG0703
 KG0703  HORZ ORDER  -  THIRD
 KG0703
 KG0703.The horizontal coordinates were established by classical geodetic methods
 KG0703.and adjusted by the National Geodetic Survey in October 1998..
 KG0703
 KG0703
 KG0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0703
 KG0703.The geoid height was determined by GEOID03.
 KG0703
 KG0703;                    North         East     Units Scale Factor Converg.
 KG0703;SPC KS N     -   159,212.030   304,157.899   MT  0.99999663   -0 42 27.7
 KG0703;UTM  14      - 4,401,365.253   489,848.602   MT  0.99960127   -0 04 32.9
 KG0703
 KG0703                          SUPERSEDED SURVEY CONTROL
 KG0703
 KG0703  NAD 83(1997)-  39 45 43.73710(N)    099 07 06.65461(W) AD(       ) 4
 KG0703  NAD 83(1986)-  39 45 43.73892(N)    099 07 06.65387(W) AD(       ) 4
 KG0703  NAD 27      -  39 45 43.70400(N)    099 07 05.34400(W) AD(       ) 3
 KG0703
 KG0703.Superseded values are not recommended for survey control.
 KG0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0703.See file dsdata.txt to determine how the superseded data were derived.
 KG0703
 KG0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK8984901365(NAD 83)
 KG0703_MARKER: 53 = ELEVATED TANK
 KG0703
 KG0703  HISTORY     - Date     Condition        Report By
 KG0703  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0703  HISTORY     - 1968     GOOD             CGS
 KG0703  HISTORY     - 1984     GOOD             USPSQD
 KG0703
 KG0703                          STATION DESCRIPTION
 KG0703
 KG0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0703'THE STATION IS LOCATED NEAR THE CENTER OF AGRA.  IT IS 120 FEET
 KG0703'EAST OF THE MAIN STREET, 120 FEET NORTH OF AN EAST-WEST STREET AND
 KG0703'67 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE AGRA, FIRST
 KG0703'STATE BANK.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE
 KG0703'TANK PROPER AND HAS AN OVERALL HEIGHT OF ABOUT 110 FEET.  IT IS
 KG0703'SILVER IN COLOR AND HAS THE LETTERING AGRA ON THE NORTH AND
 KG0703'SOUTH SIDES.  THE POINT OBSERVED ON WAS THE BALL AT THE APEX OF
 KG0703'THE TANK.
 KG0703
 KG0703                          STATION RECOVERY (1968)
 KG0703
 KG0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KG0703'STATION RECOVERED IN GOOD CONDITION.
 KG0703
 KG0703                          STATION RECOVERY (1984)
 KG0703
 KG0703'RECOVERY NOTE BY US POWER SQUADRON 1984 (MSS)
 KG0703'STATION RECOVERED GOOD.
 KG0703'
 KG0703'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THE TOP OF THE
 KG0703'TANK IS PAINTED GREEN, THE AGRA FIRST STATE BANK IS NOW THE AGRA
 KG0703'FARMERS NATIONAL BANK AND THE STATION IS NOW 53 FEET NORTH EAST
 KG0703'OF THE NORTHEAST CORNER OF THE BANK BECAUSE AN ADDITION HAS BEEN
 KG0703'ADDED TO THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1417 ***********************************************************************
 HF1417  DESIGNATION -  ARGONIA
 HF1417  PID         -  HF1417
 HF1417  STATE/COUNTY-  KS/SUMNER
 HF1417  USGS QUAD   -  ARGONIA (1971)
 HF1417
 HF1417                         *CURRENT SURVEY CONTROL
 HF1417  ___________________________________________________________________
 HF1417* NAD 83(1997)-  37 15 56.26045(N)    097 45 43.02023(W)     ADJUSTED  
 HF1417* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 HF1417  ___________________________________________________________________
 HF1417  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HF1417  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HF1417
 HF1417  HORZ ORDER  -  THIRD
 HF1417
 HF1417.The horizontal coordinates were established by classical geodetic methods
 HF1417.and adjusted by the National Geodetic Survey in October 1998..
 HF1417
 HF1417.The orthometric height was scaled from a topographic map.
 HF1417
 HF1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1417
 HF1417.The geoid height was determined by GEOID03.
 HF1417
 HF1417;                    North         East     Units Scale Factor Converg.
 HF1417;SPC KS S     -   466,735.166   465,465.155   MT  1.00000020   +0 27 12.8
 HF1417;UTM  14      - 4,125,058.204   609,774.739   MT  0.99974844   +0 44 59.0
 HF1417
 HF1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1417!SPC KS S     -   0.99994437  x   1.00000020  =   0.99994457
 HF1417!UTM  14      -   0.99994437  x   0.99974844  =   0.99969282
 HF1417
 HF1417:                Primary Azimuth Mark                     Grid Az
 HF1417:SPC KS S     -  ARGONIA AZ MK                            154 00 59.6
 HF1417:UTM  14      -  ARGONIA AZ MK                            153 43 13.4
 HF1417
 HF1417|---------------------------------------------------------------------|
 HF1417| PID    Reference Object                     Distance      Geod. Az  |
 HF1417|                                                           dddmmss.s |
 HF1417| CL4200 ARGONIA AZ MK                                      1542812.4 |
 HF1417| CL4201 ARGONIA RM 1                         25.341 METERS 18304     |
 HF1417| HF1416 ARGONIA MUNICIPAL TANK              308.257 METERS 23925     |
 HF1417| CL4202 ARGONIA RM 2                         19.137 METERS 25709     |
 HF1417|---------------------------------------------------------------------|
 HF1417
 HF1417                          SUPERSEDED SURVEY CONTROL
 HF1417
 HF1417  NAD 83(1997)-  37 15 56.26460(N)    097 45 43.02008(W) AD(       ) 3
 HF1417  NAD 83(1986)-  37 15 56.26880(N)    097 45 43.01432(W) AD(       ) 3
 HF1417  NAD 27      -  37 15 56.19258(N)    097 45 41.82237(W) AD(       ) 3
 HF1417
 HF1417.Superseded values are not recommended for survey control.
 HF1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1417.See file dsdata.txt to determine how the superseded data were derived.
 HF1417
 HF1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0977525058(NAD 83)
 HF1417_MARKER: DS = TRIANGULATION STATION DISK
 HF1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1417
 HF1417  HISTORY     - Date     Condition        Report By
 HF1417  HISTORY     - 1957     MONUMENTED       CGS
 HF1417
 HF1417                          STATION DESCRIPTION
 HF1417
 HF1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1417'STATION IS IN THE TOWN OF ARGONIA, IN SECTION 16, T 32 S, R 4 W,
 HF1417'AT THE EAST END OF WALNUT STREET AND ON LAND OWNED BY THE ARGONIA
 HF1417'SCHOOL DISTRICT.
 HF1417'
 HF1417'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING WEST ON
 HF1417'WALNUT STREET FOR 0.15 MILE TO U.S. HIGHWAY 160, A CAUTION
 HF1417'LIGHT AND A CROSS STREETS, TURN LEFT AND GO SOUTH AND EAST
 HF1417'ON THE HIGHWAY FOR 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT.
 HF1417'
 HF1417'STATION MARKS ARE STANDARD DISKS STAMPED ARGONIA 1957.  SURFACE
 HF1417'MARK IS SET IN A 9-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 HF1417'WITH THE GROUND.  IT IS 37 FEET SOUTH OF THE CENTER OF WALNUT
 HF1417'STREET AND 23 FEET SOUTHWEST OF THE MOST EASTERLY ONE OF A
 HF1417'ROW OF CEDAR TREES.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 HF1417'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.  NO
 HF1417'WITNESS POST WAS SET.
 HF1417'
 HF1417'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARGONIA NO 1
 HF1417'1957, SET IN A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 HF1417'WITH THE GROUND.  IT IS 130 FEET WEST OF A POWERLINE POLE
 HF1417'AND 125 FEET SOUTH OF THE CENTER OF WALNUT STREET.
 HF1417'
 HF1417'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARGONIA NO 2
 HF1417'1957 SET IN A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 HF1417'WITH THE GROUND.  IT IS 58 FEET SOUTH OF THE CENTER OF WALNUT
 HF1417'STREET.
 HF1417'
 HF1417'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARGONIA 1957 SET
 HF1417'IN A 9-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT
 HF1417'IS 32 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 160, 5 FEET
 HF1417'NORTHWEST OF A TELEPHONE POLE AND 2 FEET NORTHWEST OF THE
 HF1417'EAST END OF AN EAST-WEST FENCE.  A 4 IN BY 4 IN WHITE WITNESS
 HF1417'POST WAS SET 2 FEET SOUTHEAST OF THE MARK.
 HF1417'
 HF1417'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1418 ***********************************************************************
 HF1418  DESIGNATION -  ARGONIA BOTKIN GRAIN ELEVATOR
 HF1418  PID         -  HF1418
 HF1418  STATE/COUNTY-  KS/SUMNER
 HF1418  USGS QUAD   -  ARGONIA (1971)
 HF1418
 HF1418                         *CURRENT SURVEY CONTROL
 HF1418  ___________________________________________________________________
 HF1418* NAD 83(1997)-  37 16 06.70665(N)    097 46 09.28399(W)     ADJUSTED  
 HF1418* NAVD 88     -                                                        
 HF1418  ___________________________________________________________________
 HF1418  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HF1418  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HF1418
 HF1418  HORZ ORDER  -  THIRD
 HF1418
 HF1418.The horizontal coordinates were established by classical geodetic methods
 HF1418.and adjusted by the National Geodetic Survey in October 1998..
 HF1418
 HF1418
 HF1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1418
 HF1418.The geoid height was determined by GEOID03.
 HF1418
 HF1418;                    North         East     Units Scale Factor Converg.
 HF1418;SPC KS S     -   467,052.099   464,815.533   MT  0.99999963   +0 26 56.6
 HF1418;UTM  14      - 4,125,371.696   609,123.652   MT  0.99974669   +0 44 43.3
 HF1418
 HF1418                          SUPERSEDED SURVEY CONTROL
 HF1418
 HF1418  NAD 83(1997)-  37 16 06.71073(N)    097 46 09.28387(W) AD(       ) 4
 HF1418  NAD 83(1986)-  37 16 06.71502(N)    097 46 09.27803(W) AD(       ) 4
 HF1418  NAD 27      -  37 16 06.64356(N)    097 46 08.08930(W) AD(       ) 3
 HF1418
 HF1418.Superseded values are not recommended for survey control.
 HF1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1418.See file dsdata.txt to determine how the superseded data were derived.
 HF1418
 HF1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0912425372(NAD 83)
 HF1418_MARKER: 65 = GRAIN ELEVATOR
 HF1418
 HF1418  HISTORY     - Date     Condition        Report By
 HF1418  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1418
 HF1418                          STATION DESCRIPTION
 HF1418
 HF1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1418'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE TOWN OF
 HF1418'ARGONIA.
 HF1418'
 HF1418'THE ELEVATOR IS A GROUP OF CONCRETE TANKS 120 FEET HIGH WITH
 HF1418'A 32 FOOT HEADHOUSE ON TOP.  THE CENTER OF THE HEADHOUSE WAS
 HF1418'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1416 ***********************************************************************
 HF1416  DESIGNATION -  ARGONIA MUNICIPAL TANK
 HF1416  PID         -  HF1416
 HF1416  STATE/COUNTY-  KS/SUMNER
 HF1416  USGS QUAD   -  ARGONIA (1971)
 HF1416
 HF1416                         *CURRENT SURVEY CONTROL
 HF1416  ___________________________________________________________________
 HF1416* NAD 83(1997)-  37 15 51.17300(N)    097 45 53.79059(W)     ADJUSTED  
 HF1416* NAVD 88     -                                                        
 HF1416  ___________________________________________________________________
 HF1416  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HF1416  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HF1416
 HF1416  HORZ ORDER  -  THIRD
 HF1416
 HF1416.The horizontal coordinates were established by classical geodetic methods
 HF1416.and adjusted by the National Geodetic Survey in October 1998..
 HF1416
 HF1416
 HF1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1416
 HF1416.The geoid height was determined by GEOID03.
 HF1416
 HF1416;                    North         East     Units Scale Factor Converg.
 HF1416;SPC KS S     -   466,576.236   465,201.027   MT  1.00000048   +0 27 06.2
 HF1416;UTM  14      - 4,124,897.951   609,511.503   MT  0.99974773   +0 44 52.4
 HF1416
 HF1416                          SUPERSEDED SURVEY CONTROL
 HF1416
 HF1416  NAD 83(1997)-  37 15 51.17712(N)    097 45 53.79048(W) AD(       ) 4
 HF1416  NAD 83(1986)-  37 15 51.18135(N)    097 45 53.78467(W) AD(       ) 4
 HF1416  NAD 27      -  37 15 51.10377(N)    097 45 52.59493(W) AD(       ) 3
 HF1416
 HF1416.Superseded values are not recommended for survey control.
 HF1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1416.See file dsdata.txt to determine how the superseded data were derived.
 HF1416
 HF1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0951224898(NAD 83)
 HF1416_MARKER: 51 = TANK
 HF1416
 HF1416  HISTORY     - Date     Condition        Report By
 HF1416  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1416
 HF1416                          STATION DESCRIPTION
 HF1416
 HF1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1416'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF ARGONIA.
 HF1416'
 HF1416'THE TANK IS A STEEL TANK, PAINTED SILVER, WITH ARGONIA IN
 HF1416'BLACK LETTERS ON THE SIDE.  IT IS 120 FEET HIGH.  THE APEX
 HF1416'OF THE CONICAL TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0388 ***********************************************************************
 KJ0388  DESIGNATION -  ARIKAREE
 KJ0388  PID         -  KJ0388
 KJ0388  STATE/COUNTY-  KS/CHEYENNE
 KJ0388  USGS QUAD   -  WILLOW CREEK RANCH (1963)
 KJ0388
 KJ0388                         *CURRENT SURVEY CONTROL
 KJ0388  ___________________________________________________________________
 KJ0388* NAD 83(1997)-  39 55 16.82120(N)    102 00 43.42040(W)     ADJUSTED  
 KJ0388* NAVD 88     -      1133.76   (+/-2cm)    3719.7    (feet)  VERTCON   
 KJ0388  ___________________________________________________________________
 KJ0388  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 KJ0388  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 KJ0388
 KJ0388  HORZ ORDER  -  SECOND
 KJ0388  VERT ORDER  -  THIRD ? (See Below)
 KJ0388
 KJ0388.The horizontal coordinates were established by classical geodetic methods
 KJ0388.and adjusted by the National Geodetic Survey in October 1998..
 KJ0388
 KJ0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0388.The vertical order pertains to the NGVD 29 superseded value.
 KJ0388
 KJ0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0388
 KJ0388.The geoid height was determined by GEOID03.
 KJ0388
 KJ0388;                    North         East     Units Scale Factor Converg.
 KJ0388;SPC KS N     -   183,892.749    57,105.345   MT  1.00002530   -2 32 18.6
 KJ0388;SPC CO N     -   375,950.320 1,212,507.007   MT  0.99997328   +2 15 13.2
 KJ0388;SPC CO N     - 1,233,430.34  3,978,033.41   sFT  0.99997328   +2 15 13.2
 KJ0388;SPC NE       -    11,773.603   327,994.597   MT  1.00003646   -1 20 00.2
 KJ0388;UTM  13      - 4,423,301.820   755,362.613   MT  1.00040287   +1 55 06.6
 KJ0388;UTM  14      - 4,423,371.168   242,575.439   MT  1.00041589   -1 56 02.4
 KJ0388
 KJ0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0388!SPC KS N     -   0.99982572  x   1.00002530  =   0.99985101
 KJ0388!SPC CO N     -   0.99982572  x   0.99997328  =   0.99979900
 KJ0388!SPC NE       -   0.99982572  x   1.00003646  =   0.99986217
 KJ0388!UTM  13      -   0.99982572  x   1.00040287  =   1.00022852
 KJ0388!UTM  14      -   0.99982572  x   1.00041589  =   1.00024153
 KJ0388
 KJ0388|---------------------------------------------------------------------|
 KJ0388| PID    Reference Object                     Distance      Geod. Az  |
 KJ0388|                                                           dddmmss.s |
 KJ0388| CP7316 ARIKAREE RM 1                        69.001 METERS 09032     |
 KJ0388| CP7315 ARIKAREE AZ MK                                     3131334.0 |
 KJ0388| CP7317 ARIKAREE RM 2                        67.833 METERS 35815     |
 KJ0388|---------------------------------------------------------------------|
 KJ0388
 KJ0388                          SUPERSEDED SURVEY CONTROL
 KJ0388
 KJ0388  NAD 83(1997)-  39 55 16.82130(N)    102 00 43.42031(W) AD(       ) 2
 KJ0388  NAD 83(1997)-  39 55 16.82108(N)    102 00 43.42034(W) AD(       ) 2
 KJ0388  NAD 83(1986)-  39 55 16.82105(N)    102 00 43.41972(W) AD(       ) 2
 KJ0388  NAD 27      -  39 55 16.85600(N)    102 00 41.75600(W) AD(       ) 2
 KJ0388  NGVD 29 (07/19/86) 1133.29   (m)         3718.1    (f) LEVELING    3  
 KJ0388
 KJ0388.Superseded values are not recommended for survey control.
 KJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0388.See file dsdata.txt to determine how the superseded data were derived.
 KJ0388
 KJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE5536323302(NAD 83)
 KJ0388_MARKER: DS = TRIANGULATION STATION DISK
 KJ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0388
 KJ0388  HISTORY     - Date     Condition        Report By
 KJ0388  HISTORY     - 1933     MONUMENTED       CGS
 KJ0388  HISTORY     - 1963     SEE DESCRIPTION  USGS
 KJ0388
 KJ0388                          STATION DESCRIPTION
 KJ0388
 KJ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 KJ0388'STATION IS ABOUT 9 MILES SW OF HAIGLER, 15 MILES NW OF SAINT
 KJ0388'FRANCIS AND 3 MILES DUE N OF STATION NORTHRUP, IN SE 1/4 SEC.
 KJ0388'34, T 1 S, R 42 W.
 KJ0388'
 KJ0388'STATION IS ON HIGHEST POINT IN VICINITY, JUST TO THE NW OF
 KJ0388'A LARGE WASH AND ABOUT 60 PACES W OF N AND S SECTION LINE
 KJ0388'FENCE, WHICH DIVIDES SECTIONS 34 AND 35.
 KJ0388'
 KJ0388'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KJ0388'BRONZE DISKS SET IN CONCRETE.
 KJ0388'
 KJ0388'REFERENCE MARK NO. 1 IS SE OF STATION NEAR A WASH WHICH SLOPES
 KJ0388'TO THE N.
 KJ0388'
 KJ0388'REFERENCE MARK NO. 2 IS N OF STATION ABOUT 6 FEET FROM CULTIVATED
 KJ0388'LAND.
 KJ0388'
 KJ0388'AZIMUTH MARK IS NW OF STATION IN FENCE LINE ON W SIDE OF ROAD.
 KJ0388'AT A CORNER IN THE FENCE WHERE IT MAKES ABOUT A 150 DEG ANGLE
 KJ0388'ABOUT TWO THIRDS OF THE WAY UP THE HILL, WHICH IS PLAINLY
 KJ0388'SEEN FROM THE STATION.
 KJ0388'
 KJ0388'STATION REACHED FROM HAIGLER BY HIGHWAY 27 S 6.0 MILES TO
 KJ0388'GRADED ROAD LEADING W THENCE W 3.5 MILES, S 1.0 MILE, W 0.5
 KJ0388'MILE, THENCE N 0.2 MILE TO WHERE ROAD TURNS W KEEP STRAIGHT
 KJ0388'N ALONG FENCE LINE 0.1 THENCE W ABOUT 60 PACES TO STATION.
 KJ0388
 KJ0388                          STATION RECOVERY (1963)
 KJ0388
 KJ0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KJ0388'SURFACE MARK DESTROYED, CONCRETE REMANENTS FOUND.  THE UNDERGROUND
 KJ0388'MARK IS STILL O.K.  REFERENCE MARKS WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1138 ***********************************************************************
 HF1138  DESIGNATION -  ARK
 HF1138  PID         -  HF1138
 HF1138  STATE/COUNTY-  KS/COWLEY
 HF1138  USGS QUAD   -  SILVERDALE (1965)
 HF1138
 HF1138                         *CURRENT SURVEY CONTROL
 HF1138  ___________________________________________________________________
 HF1138* NAD 83(1997)-  37 03 47.96945(N)    096 57 55.66080(W)     ADJUSTED  
 HF1138* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 HF1138  ___________________________________________________________________
 HF1138  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 HF1138  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 HF1138
 HF1138  HORZ ORDER  -  THIRD
 HF1138
 HF1138.The horizontal coordinates were established by classical geodetic methods
 HF1138.and adjusted by the National Geodetic Survey in October 1998..
 HF1138
 HF1138.The orthometric height was scaled from a topographic map.
 HF1138
 HF1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1138
 HF1138.The geoid height was determined by GEOID03.
 HF1138
 HF1138;                    North         East     Units Scale Factor Converg.
 HF1138;SPC KS S     -   445,146.975   536,478.637   MT  1.00004619   +0 56 34.9
 HF1138;SPC OK N     -   229,436.434   692,014.073   MT  1.00006760   +0 36 37.9
 HF1138;SPC OK N     -   752,742.70  2,270,382.84   sFT  1.00006760   +0 36 37.9
 HF1138;UTM  14      - 4,103,833.309   680,885.512   MT  1.00000308   +1 13 35.6
 HF1138
 HF1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1138!SPC KS S     -   0.99994601  x   1.00004619  =   0.99999220
 HF1138!SPC OK N     -   0.99994601  x   1.00006760  =   1.00001361
 HF1138!UTM  14      -   0.99994601  x   1.00000308  =   0.99994909
 HF1138
 HF1138:                Primary Azimuth Mark                     Grid Az
 HF1138:SPC KS S     -  ARK AZ MK                                016 11 02.9
 HF1138:SPC OK N     -  ARK AZ MK                                016 30 59.9
 HF1138:UTM  14      -  ARK AZ MK                                015 54 02.2
 HF1138
 HF1138|---------------------------------------------------------------------|
 HF1138| PID    Reference Object                     Distance      Geod. Az  |
 HF1138|                                                           dddmmss.s |
 HF1138| AI1345 ARK AZ MK                                          0170737.8 |
 HF1138| AI1343 ARK RM 1                             25.013 METERS 08522     |
 HF1138| AI1344 ARK RM 2                             16.995 METERS 19522     |
 HF1138| HF1322 ARKANSAS CITY FLOUR MILLS ELEV      APPROX. 5.5 KM 2551815.9 |
 HF1138| HF1313 ARKANSAS CITY SACRED HEART CH       APPROX. 6.3 KM 2653958.1 |
 HF1138| HF1310 ARKANSAS CITY FIRST PRESB CH        APPROX. 6.7 KM 2655358.8 |
 HF1138|---------------------------------------------------------------------|
 HF1138
 HF1138                          SUPERSEDED SURVEY CONTROL
 HF1138
 HF1138  NAD 83(1997)-  37 03 47.96978(N)    096 57 55.65732(W) AD(       ) 3
 HF1138  NAD 83(1986)-  37 03 47.98162(N)    096 57 55.65143(W) AD(       ) 3
 HF1138  NAD 27      -  37 03 47.87446(N)    096 57 54.52143(W) AD(       ) 3
 HF1138
 HF1138.Superseded values are not recommended for survey control.
 HF1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1138.See file dsdata.txt to determine how the superseded data were derived.
 HF1138
 HF1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8088603833(NAD 83)
 HF1138_MARKER: DS = TRIANGULATION STATION DISK
 HF1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1138_STAMPING: ARK 1957
 HF1138_MARK LOGO: CGS   
 HF1138_PROJECTION: RECESSED 5 CENTIMETERS
 HF1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1138+STABILITY: SURFACE MOTION
 HF1138
 HF1138  HISTORY     - Date     Condition        Report By
 HF1138  HISTORY     - 1958     MONUMENTED       CGS
 HF1138  HISTORY     - 19840516 GOOD             NGS
 HF1138
 HF1138                          STATION DESCRIPTION
 HF1138
 HF1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HF1138'STATION IS ABOUT 4 MILES EAST OF ARKANSAS CITY, IN THE SOUTHWEST
 HF1138'1/4 OF THE NORTHWEST 1/4 OF SECTION 26, T 34 S, R 4 E, AND ON
 HF1138'WEST RIGHT-OF-WAY OF U.S. HIGHWAY 166.
 HF1138'
 HF1138'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 77 AND 166,
 HF1138'IN THE SOUTH EDGE OF THE BUSINESS DISTRICT OF ARKANSAS CITY,
 HF1138'GO EAST ON U.S. 166 FOR 3.8 MILES TO POINT WHERE HIGHWAY TURNS
 HF1138'LEFT AND SURFACED ROAD LEADS RIGHT AT SIGN SILVERDALE CUT STONE
 HF1138'CO. 5 MILES.  CONTINUE NORTHERLY ON HIGHWAY FOR 0.6 MILE TO TOP
 HF1138'OF RISE AND STATION ON LEFT.  CONTINUE NORTHERLY ON HIGHWAY
 HF1138'FOR 0.5 MILE TO GRAVEL CROSSROAD AND AZIMUTH MARK ON LEFT IN
 HF1138'THE NORTHWEST ANGLE OF THE INTERSECTION.
 HF1138'
 HF1138'STATION MARKS ARE STANDARD DISKS, STAMPED ARK 1957.  UNDERGROUND
 HF1138'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 HF1138'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF A 12 INCH
 HF1138'SQUARE, CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 37 FEET
 HF1138'WEST OF THE HIGHWAY CENTER, 7 FEET SOUTHEAST OF A CONCRETE
 HF1138'RIGHT-OF-WAY POST, 7 FEET EAST OF THE EAST SIGNPOST OF A SIGN
 HF1138'B.A. TUBBS CADILLAC SALES AND SERVICE AND 4 FEET SOUTH OF A
 HF1138'TELEPHONE POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3
 HF1138'FEET SOUTH OF THE MARK.
 HF1138'
 HF1138'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARK NO 1 1957.
 HF1138'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 HF1138'PROJECTS 6 INCHES.  IT IS 80 FEET EAST-NORTHEAST OF A TELEPHONE
 HF1138'POLE, 39 FEET EAST OF THE HIGHWAY CENTER, 12 FEET NORTH OF A
 HF1138'FENCE CORNERPOST AND 1 FOOT NORTH OF A CONCRETE RIGHT-OF-WAY
 HF1138'POST.
 HF1138'
 HF1138'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARK NO 2 1957.
 HF1138'IT IS SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH
 HF1138'PROJECTS 6 INCHES.  IT IS 59 FEET SOUTH OF A TELEPHONE POLE
 HF1138'AND 35 FEET WEST OF THE HIGHWAY CENTER.
 HF1138'
 HF1138'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARK 1957.  IT IS SET
 HF1138'IN THE TOP OF A 12 INCH SQUARE, CONCRETE POST WHICH PROJECTS
 HF1138'4 INCHES.  IT IS 67 FEET WEST OF THE HIGHWAY CENTER, 21 FEET
 HF1138'NORTH OF THE GRAVEL ROAD CENTER, 28 FEET WEST OF A 6 INCH,
 HF1138'IRON PIPE SIGNPOST AND 1 FOOT WEST OF A TELEPHONE POLE.  A
 HF1138'4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
 HF1138
 HF1138                          STATION RECOVERY (1984)
 HF1138
 HF1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HF1138'THE STATION SURFACE MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 HF1138'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND.
 HF1138'MEASUREMENTS AND THE DIRECTION PLACE THE MARK IN AN ASPHALT DRIVEWAY.
 HF1138'IT IS ASSUMED THE MARK HAS BEEN DESTROYED.  THE AZIMUTH MARK IS NOW
 HF1138'OBSTRUCTED BY A TREE.  THE OWNER OF THE TREE DENIED PERMISSION TO
 HF1138'CLEAR THE LINE OF SIGHT TO THE MARK.  REFERENCE MARK 3 AND AN AZIMUTH
 HF1138'NO 2 WERE ESTABLISHED THIS DATE.  THE DISTANCE AND DIRECTION TO RM 1
 HF1138'AGREED WITH PREVIOUS DATA AS DID THE DIRECTION TO DISTANT OBJECTS.
 HF1138'THE UNDERGROUND MARK WAS NOT INSPECTED.  A COMPLETE NEW DESCRIPTION
 HF1138'FOLLOWS.  THE STATION IS LOCATED ABOUT 7.2 KM (4.45 MI) EAST OF
 HF1138'ARKANSAS CITY, IN THE SW 1/4, SEC 26, T 34 S, R 4 E AND ON THE WEST
 HF1138'RIGHT-OF-WAY OF U.S HIGHWAY 166 AND AT A SIDE ROAD LEADING WEST.  TO
 HF1138'REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 77 AND 166, IN
 HF1138'ARKANSAS CITY, GO EAST ON HIGHWAY 166 FOR 6.28 KM (3.90 MI) TO A CURVE
 HF1138'ON THE NORTH.  CONTINUE NORTH ON THE HIGHWAY FOR 0.97 KM (0.60 MI) TO
 HF1138'A SIDE ROAD ON THE LEFT AND THE STATION ON THE LEFT, AT THE CREST OF A
 HF1138'HILL.  THE STATION IS A STANDARD CGS DISK STAMPED,---ARK 1957---, SET
 HF1138'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE,
 HF1138'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 HF1138'10.97 METERS (35.99 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 15.24
 HF1138'METERS (50.00 FT) NORTH FROM THE CENTERLINE OF AN ASPHALT DRIVEWAY,
 HF1138'5.94 METERS (19.49 FT) SOUTH FROM THE CENTERLINE OF A GRAVELED ROAD,
 HF1138'1.04 METERS (3.41 FT) SOUTH SOUTHWEST FROM A TELEPHONE CABLE POLE,
 HF1138'0.34 METES EAST FROM A WITNESS POST.  REFERENCE MARK 1, IS A STANDARD
 HF1138'CGS DISK STAMPED,---ARK NO 1 1957---, SET INTO THE TOP OF A SQUARE
 HF1138'CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 12 INCHES (30
 HF1138'CM) ABOVE THE GROUND.  THE STATION IS LOCATED 11.89 METERS (39.01 FT)
 HF1138'EAST FROM THE CENTERLINE OF THE HIGHWAY, 3.87 METERS (12.70 FT) NORTH
 HF1138'FROM A POWERLINE POLE, 1.74 METERS (5.71 FT) NORTH FROM A T-FENCE
 HF1138'CORNER, 0.3 METERS (1.0 FT) WEST FROM A FENCE AND 0.5 METERS (1.6 FT)
 HF1138'HIGHER THAN THE STATION. REFERENCE MARK 3, IS A STANDARD NGS DISK
 HF1138'STAMPED,---ARK 1958 NO 3 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 HF1138'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 6 INCHES (15 CM)
 HF1138'ABOVE THE GROUND.  THE STATION IS LOCATED 21.28 METERS (69.82 FT)
 HF1138'SOUTH FROM THE POWERLINE POLE 20 A.  11.28 METERS (37.01 FT) EAST FROM
 HF1138'THE CENTERLINE OF THE HIGHWAY, 0.46 METERS (1.51 FT) NORTH FROM A
 HF1138'WITNESS POSTAND 0.5 METERS (1.6 FT) HIGHER THAN THE STATION.  AZIMUTH
 HF1138'MARK NO 02, IS A STANDARD NGS DISK STAMPED,---ARK 1958 NO 2 1984---,
 HF1138'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 HF1138'DIAMETER, FLUSH WITH THE GROUND.  THE STATION IS LOCATED 0.98 METERS
 HF1138'(3.22 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE C-4 ELEMENTARY
 HF1138'SCHOOL.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 HF1138'HIGHWAY FOR 0.80 KM (0.50 MI) TO A CROSSROAD AND THE C-4 ELEMENTARY
 HF1138'SCHOOL ON THE RIGHT.  ENTER THE SCHOOL GROUNDS AND GO TO THE SOUTHEAST
 HF1138'CENTER OF THE BUILDING ON THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1318 ***********************************************************************
 HF1318  DESIGNATION -  ARK CITY
 HF1318  PID         -  HF1318
 HF1318  STATE/COUNTY-  KS/COWLEY
 HF1318  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1318
 HF1318                         *CURRENT SURVEY CONTROL
 HF1318  ___________________________________________________________________
 HF1318* NAD 83(1997)-  37 04 43.58579(N)    097 03 02.47952(W)     ADJUSTED  
 HF1318* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 HF1318  ___________________________________________________________________
 HF1318  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 HF1318  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF1318
 HF1318  HORZ ORDER  -  FIRST
 HF1318
 HF1318.The horizontal coordinates were established by classical geodetic methods
 HF1318.and adjusted by the National Geodetic Survey in October 1998..
 HF1318
 HF1318.The orthometric height was scaled from a topographic map.
 HF1318
 HF1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1318
 HF1318.The geoid height was determined by GEOID03.
 HF1318
 HF1318;                    North         East     Units Scale Factor Converg.
 HF1318;SPC KS S     -   446,740.064   528,872.666   MT  1.00004224   +0 53 26.3
 HF1318;SPC OK N     -   231,073.537   684,417.251   MT  1.00007186   +0 33 36.8
 HF1318;SPC OK N     -   758,113.76  2,245,458.93   sFT  1.00007186   +0 33 36.8
 HF1318;UTM  14      - 4,105,388.558   673,272.173   MT  0.99996986   +1 10 32.0
 HF1318
 HF1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1318!SPC KS S     -   0.99995024  x   1.00004224  =   0.99999248
 HF1318!SPC OK N     -   0.99995024  x   1.00007186  =   1.00002210
 HF1318!UTM  14      -   0.99995024  x   0.99996986  =   0.99992010
 HF1318
 HF1318:                Primary Azimuth Mark                     Grid Az
 HF1318:SPC KS S     -  ARK CITY AZ MK                           040 09 11.3
 HF1318:SPC OK N     -  ARK CITY AZ MK                           040 29 00.8
 HF1318:UTM  14      -  ARK CITY AZ MK                           039 52 05.6
 HF1318
 HF1318|---------------------------------------------------------------------|
 HF1318| PID    Reference Object                     Distance      Geod. Az  |
 HF1318|                                                           dddmmss.s |
 HF1318| CL4203 ARK CITY AZ MK                                     0410237.6 |
 HF1318| CL4204 ARK CITY RM 1                        38.704 METERS 15138     |
 HF1318| HF1316 ARKANSAS CITY KEEFE PACK CO TK      APPROX. 4.3 KM 1625525.5 |
 HF1318| HF1315 ARKANSAS CITY MUNICIPAL TANK        APPROX. 0.9 KM 1662310.0 |
 HF1318| CL4205 ARK CITY RM 2                        59.061 METERS 17942     |
 HF1318| HF1309 ARK CITY 2                          211.030 METERS 33313     |
 HF1318|---------------------------------------------------------------------|
 HF1318
 HF1318                          SUPERSEDED SURVEY CONTROL
 HF1318
 HF1318  NAD 83(1997)-  37 04 43.58678(N)    097 03 02.47615(W) AD(       ) 1
 HF1318  NAD 83(1986)-  37 04 43.59776(N)    097 03 02.47031(W) AD(       ) 1
 HF1318  NAD 27      -  37 04 43.49301(N)    097 03 01.32938(W) AD(       ) 1
 HF1318
 HF1318.Superseded values are not recommended for survey control.
 HF1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1318.See file dsdata.txt to determine how the superseded data were derived.
 HF1318
 HF1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7327205389(NAD 83)
 HF1318_MARKER: DS = TRIANGULATION STATION DISK
 HF1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1318
 HF1318  HISTORY     - Date     Condition        Report By
 HF1318  HISTORY     - 1935     MONUMENTED       CGS
 HF1318  HISTORY     - 1963     GOOD             CGS
 HF1318  HISTORY     - 1963     MARK NOT FOUND   CGS
 HF1318
 HF1318                          STATION DESCRIPTION
 HF1318
 HF1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1318'STATION IS LOCATED IN THE NORTHWEST PART OF ARKANSAS CITY,
 HF1318'0.2 MILE EAST OF THE ST. LOUIS - SAN FRANCISCO RAILWAY TRACKS,
 HF1318'JUST NORTH OF THE EAST-WEST SECTION-LINE ROAD OR STREET, ON A
 HF1318'LITTLE ROUND KNOLL, ON PROPERTY OWNED AND OCCUPIED BY MR. F.E.
 HF1318'HAWORTH.
 HF1318'
 HF1318'REACHED FROM THE OSAGE HOTEL IN ARKANSAS CITY BY GOING NORTH ON
 HF1318'U.S. HIGHWAY 77 FOR 1.1 MILES TO THE TRIANGULAR BOULEVARD AT THE
 HF1318'NORTH END OF TOWN, THEN TURN LEFT (WEST) AND GO 0.4 MILE TO THE
 HF1318'RAILROAD TRACKS, THEN CONTINUE WEST FOR 0.2 MILE TO DRIVEWAY
 HF1318'LEADING TO HOUSE ON NORTH SIDE OF ROAD AND STATION.
 HF1318'
 HF1318'STATION IS ABOUT 75 FEET NORTH OF THE NORTH SIDE OF THE HOUSE,
 HF1318'30 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE,
 HF1318'AND IN EAST-WEST LINE OF IRON FENCE POSTS.  MARK PROJECTS ABOUT 5
 HF1318'INCHES.
 HF1318'
 HF1318'REFERENCE MARK NO. 1 IS 38.702 METERS (126.98 FEET)
 HF1318'SOUTH-SOUTHEAST OF STATION, 26 FEET EAST-SOUTHEAST OF SOUTHEAST
 HF1318'CORNER OF HOUSE AND 4 FEET NORTH OF A LONE WALNUT TREE (ABOUT
 HF1318'24 INCHES IN DIAMETER), PROJECTING ABOUT 1 INCH ABOVE GROUND.
 HF1318'
 HF1318'REFERENCE MARK NO. 2 IS 59.062 METERS (193.77 FEET) SOUTH OF
 HF1318'STATION, 85 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF HOUSE,
 HF1318'36 FEET SOUTH-SOUTHEAST OF THE MOST EASTERLY OF TWO LARGE TREES,
 HF1318'64 FEET NORTH OF CENTER LINE OF EAST-AND-WEST STREET OR ROAD, AND
 HF1318'AT THE SOUTH EDGE OF THE YARD WHERE THE GROUND BEGINS TO SLOPE
 HF1318'SHARPLY TO THE SOUTH.  MARK PROJECTS ABOUT 2 INCHES ABOVE
 HF1318'THE SURFACE OF THE GROUND.
 HF1318'
 HF1318'AZIMUTH MARK IS APPROXIMATELY 0.85 MILE NORTHEAST OF STATION.
 HF1318'REACHED BY GOING EAST FOR 0.5 MILE TO U.S. HIGHWAY 77, THEN LEFT
 HF1318'(NORTH) FOR 0.7 MILE TO TOP OF HILL AND MARK ON RIGHT WHICH IS 32
 HF1318'FEET EAST OF CENTER LINE OF U.S. HIGHWAY 77 AND PROJECTS ABOUT
 HF1318'8 INCHES ABOVE THE SURFACE OF THE GROUND.
 HF1318'
 HF1318'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HF1318'
 HF1318'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HF1318
 HF1318                          STATION RECOVERY (1963)
 HF1318
 HF1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JCC)
 HF1318'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 HF1318'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED
 HF1318'THE PREVIOUS DATA.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 HF1318'COULD NOT BE FOUND.  U.S. HIGHWAY NO. 77 HAS BEEN WIDENED AT THE
 HF1318'AZIMUTH MARK SITE.
 HF1318'
 HF1318'THE HILL AT THE STATION SITE IS BEING LEVELED OFF TO BUILD A
 HF1318'SUPER-MARKET.  STATION ARK CITY 2 WAS ESTABLISHED BY DIRECTION AND
 HF1318'TRAVERSE.  ARK CITY 1935 WAS THEN DESTROYED AS REQUESTED BY
 HF1318'MR. TED GROSE, PROPERTY OWNER.
 HF1318
 HF1318                          STATION RECOVERY (1963)
 HF1318
 HF1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 HF1318'THE SITE OF THIS STATION WAS RECOVERED, BUT ALL MARKS HAD
 HF1318'BEEN DESTROYED WITHIN THE LAST YEAR WHEN THE BLOCK IN WHICH
 HF1318'THE STATION AND REFERENCE MARKS WERE LOCATED HAD BEEN LEVELED
 HF1318'IN PREPARATION FOR CONSTRUTION OF A SHOPPING CENTER.  HIGHWAY
 HF1318'CONSTRUCTION HAD DESTROYED THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1309 ***********************************************************************
 HF1309  DESIGNATION -  ARK CITY 2
 HF1309  PID         -  HF1309
 HF1309  STATE/COUNTY-  KS/COWLEY
 HF1309  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1309
 HF1309                         *CURRENT SURVEY CONTROL
 HF1309  ___________________________________________________________________
 HF1309* NAD 83(1997)-  37 04 49.69644(N)    097 03 06.33064(W)     ADJUSTED  
 HF1309* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 HF1309  ___________________________________________________________________
 HF1309  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 HF1309  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HF1309
 HF1309  HORZ ORDER  -  SECOND
 HF1309
 HF1309.The horizontal coordinates were established by classical geodetic methods
 HF1309.and adjusted by the National Geodetic Survey in October 1998..
 HF1309.No horizontal observational check was made to the station.
 HF1309
 HF1309.The orthometric height was scaled from a topographic map.
 HF1309
 HF1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1309
 HF1309.The geoid height was determined by GEOID03.
 HF1309
 HF1309;                    North         East     Units Scale Factor Converg.
 HF1309;SPC KS S     -   446,926.947   528,774.625   MT  1.00004181   +0 53 23.9
 HF1309;SPC OK N     -   231,260.989   684,320.287   MT  1.00007233   +0 33 34.6
 HF1309;SPC OK N     -   758,728.76  2,245,140.81   sFT  1.00007233   +0 33 34.6
 HF1309;UTM  14      - 4,105,574.938   673,173.211   MT  0.99996944   +1 10 29.8
 HF1309
 HF1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1309!SPC KS S     -   0.99995024  x   1.00004181  =   0.99999205
 HF1309!SPC OK N     -   0.99995024  x   1.00007233  =   1.00002257
 HF1309!UTM  14      -   0.99995024  x   0.99996944  =   0.99991968
 HF1309
 HF1309|---------------------------------------------------------------------|
 HF1309| PID    Reference Object                     Distance      Geod. Az  |
 HF1309|                                                           dddmmss.s |
 HF1309| CL4207 ARK CITY 2 RM 3                      18.484 METERS 02146     |
 HF1309| HF1318 ARK CITY                            211.030 METERS 15312     |
 HF1309| HF1315 ARKANSAS CITY MUNICIPAL TANK        APPROX. 1.1 KM 1635826.2 |
 HF1309| CL4206 ARK CITY 2 AZ MK                                   1734502.5 |
 HF1309| CL4208 ARK CITY 2 RM 4                      46.860 METERS 28939     |
 HF1309|---------------------------------------------------------------------|
 HF1309
 HF1309                          SUPERSEDED SURVEY CONTROL
 HF1309
 HF1309  NAD 83(1997)-  37 04 49.69744(N)    097 03 06.32726(W) AD(       ) 2
 HF1309  NAD 83(1986)-  37 04 49.70837(N)    097 03 06.32143(W) AD(       ) 2
 HF1309  NAD 27      -  37 04 49.60410(N)    097 03 05.18056(W) AD(       ) 2
 HF1309
 HF1309.Superseded values are not recommended for survey control.
 HF1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1309.See file dsdata.txt to determine how the superseded data were derived.
 HF1309
 HF1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7317305575(NAD 83)
 HF1309_MARKER: DS = TRIANGULATION STATION DISK
 HF1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1309
 HF1309  HISTORY     - Date     Condition        Report By
 HF1309  HISTORY     - 1963     MONUMENTED       CGS
 HF1309
 HF1309                          STATION DESCRIPTION
 HF1309
 HF1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 HF1309'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION
 HF1309'OF 10TH AND WEST ELM STREETS IN THE NORTHWEST PART OF ARKANSAS
 HF1309'CITY.  THE STATION IS ON THE PROPERTY OF MR. JAMES H. KUHNS.
 HF1309'
 HF1309'STATION MARKS ARE STANDARD DISKS.  THE SURFACE DISK IS STAMPED ARK
 HF1309'CITY 2 1963, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST, 4
 HF1309'INCHES BELOW THE GROUND SURFACE.  IT IS 52 FEET WEST OF THE
 HF1309'CENTERLINE OF 10TH STREET, 49.6 FEET SOUTHEAST OF THE SOUTHEAST
 HF1309'CORNER OF A HOUSE AT 1110 WEST ELM, 39.4 FEET NORTHWEST OF A
 HF1309'TELEPHONE LINE POLE, 39 FEET NORTH OF THE CENTERLINE OF WEST ELM
 HF1309'STREET, 52.3 FEET SOUTH OF A 10 INCH ELM TREE, 24.8 FEET EAST
 HF1309'OF A 4 INCH ELM TREE AND ABOUT 1 FOOT LOWER THAN THE STREETS.
 HF1309'THE UNDERGROUND DISK IS A STANDARD DISK, STAMPED ARC CITY 2
 HF1309'1963, SET IN AN IRREGULAR MASS OF CONCRETE, 36 INCHES BELOW
 HF1309'THE GROUND SURFACE.
 HF1309'
 HF1309'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ARK CITY 2 NO 3 1963,
 HF1309'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH THE
 HF1309'GROUND SURFACE.  IT IS 74.5 FEET NORTH OF THE TELEPHONE LINE
 HF1309'POLE, 53.4 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 28
 HF1309'FEET WEST OF THE CENTERLINE OF 10TH STREET AND 15.8 FEET EAST OF
 HF1309'THE 10 INCH ELM TREE.
 HF1309'
 HF1309'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED ARK CITY 2 NO 4 1963,
 HF1309'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH
 HF1309'THE GROUND.  IT IS 75 FEET WEST OF THE SOUTHWEST CORNER OF THE
 HF1309'HOUSE, 92 FEET NORTH OF THE CENTERLINE OF WEST ELM STREET, 49.6
 HF1309'FEET EAST OF THE NORTHEAST CORNER OF A HOUSE AT 1126 WEST
 HF1309'ELM STREET AND 41 FEET EAST OF THE CENTERLINE OF A DRIVEWAY.
 HF1309'
 HF1309'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARK CITY 2 1963,
 HF1309'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST 3 INCHES BELOW
 HF1309'THE GROUND SURFACE.  IT IS 56.8 FEET EAST OF A FIRE HYDRANT, 30.5
 HF1309'FEET SOUTH OF THE CENTERLINE OF WEST KANSAS STREET, 24.0 FEET EAST
 HF1309'OF 10TH STREET AND 16.5 FEET WEST OF A WIRE FENCE CORNER.
 HF1309'
 HF1309'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON 10TH.
 HF1309'STREET FOR 0.15 MILE TO THE MARK IN THE SOUTHEAST ANGLE
 HF1309'OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0600 ***********************************************************************
 HF0600  DESIGNATION -  ARKANSAS CITY
 HF0600  PID         -  HF0600
 HF0600  STATE/COUNTY-  KS/COWLEY
 HF0600  USGS QUAD   -  ARKANSAS CITY (1979)
 HF0600
 HF0600                         *CURRENT SURVEY CONTROL
 HF0600  ___________________________________________________________________
 HF0600* NAD 83(1986)-  37 03 45.     (N)    097 02 22.     (W)     SCALED    
 HF0600* NAVD 88     -       341.061  (meters)    1118.96   (feet)  ADJUSTED  
 HF0600  ___________________________________________________________________
 HF0600  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF0600  DYNAMIC HT  -         340.775 (meters)    1118.03  (feet)  COMP
 HF0600  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 HF0600
 HF0600  VERT ORDER  -  FIRST     CLASS II
 HF0600
 HF0600.The horizontal coordinates were scaled from a topographic map and have
 HF0600.an estimated accuracy of +/- 6 seconds.
 HF0600
 HF0600.The orthometric height was determined by differential leveling
 HF0600.and adjusted by the National Geodetic Survey in June 1991..
 HF0600
 HF0600.The geoid height was determined by GEOID03.
 HF0600
 HF0600.The dynamic height is computed by dividing the NAVD 88
 HF0600.geopotential number by the normal gravity value computed on the
 HF0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0600.degrees latitude (g = 980.6199 gals.).
 HF0600
 HF0600.The modeled gravity was interpolated from observed gravity values.
 HF0600
 HF0600;                    North         East    Units  Estimated Accuracy
 HF0600;SPC KS S     -   444,950.      529,900.      MT  (+/- 180 meters Scaled)
 HF0600
 HF0600                          SUPERSEDED SURVEY CONTROL
 HF0600
 HF0600  NGVD 29 (??/??/92)  340.948  (m)         1118.59   (f) ADJ UNCH    1 2
 HF0600
 HF0600.Superseded values are not recommended for survey control.
 HF0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0600.See file dsdata.txt to determine how the superseded data were derived.
 HF0600
 HF0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG743036(NAD 83)
 HF0600_MARKER: DB = BENCH MARK DISK
 HF0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0600_STAMPING: ARKANSAS CITY 1933
 HF0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0600+STABILITY: SURFACE MOTION
 HF0600
 HF0600  HISTORY     - Date     Condition        Report By
 HF0600  HISTORY     - 1933     MONUMENTED       CGS
 HF0600
 HF0600                          STATION DESCRIPTION
 HF0600
 HF0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0600'AT ARKANSAS CITY.
 HF0600'AT ARKANSAS CITY, COWLEY COUNTY, AT THE SOUTHEAST CORNER OF THE
 HF0600'CITY HALL YARD, ABOUT 50 FEET SOUTHEAST OF THE CITY HALL, AND
 HF0600'2 FEET NORTH OF THE NORTH SIDE OF THE NORTH SIDEWALK ON WEST
 HF0600'CENTRAL STREET.  A STANDARD DISK, STAMPED ARKANSAS CITY 1933 AND
 HF0600'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1310 ***********************************************************************
 HF1310  DESIGNATION -  ARKANSAS CITY FIRST PRESB CH
 HF1310  PID         -  HF1310
 HF1310  STATE/COUNTY-  KS/COWLEY
 HF1310  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1310
 HF1310                         *CURRENT SURVEY CONTROL
 HF1310  ___________________________________________________________________
 HF1310* NAD 83(1997)-  37 03 32.34241(N)    097 02 26.16847(W)     ADJUSTED  
 HF1310* NAVD 88     -                                                        
 HF1310  ___________________________________________________________________
 HF1310  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 HF1310  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF1310
 HF1310  HORZ ORDER  -  THIRD
 HF1310
 HF1310.The horizontal coordinates were established by classical geodetic methods
 HF1310.and adjusted by the National Geodetic Survey in October 1998..
 HF1310
 HF1310
 HF1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1310
 HF1310.The geoid height was determined by GEOID03.
 HF1310
 HF1310;                    North         East     Units Scale Factor Converg.
 HF1310;SPC KS S     -   444,557.971   529,803.853   MT  1.00004731   +0 53 48.6
 HF1310;SPC OK N     -   228,886.056   685,335.857   MT  1.00006642   +0 33 58.3
 HF1310;SPC OK N     -   750,937.00  2,248,472.72   sFT  1.00006642   +0 33 58.3
 HF1310;UTM  14      - 4,103,211.276   674,214.118   MT  0.99997390   +1 10 52.0
 HF1310
 HF1310                          SUPERSEDED SURVEY CONTROL
 HF1310
 HF1310  NAD 83(1997)-  37 03 32.34323(N)    097 02 26.16511(W) AD(       ) 4
 HF1310  NAD 83(1986)-  37 03 32.35428(N)    097 02 26.15875(W) AD(       ) 4
 HF1310  NAD 27      -  37 03 32.24759(N)    097 02 25.02210(W) AD(       ) 3
 HF1310
 HF1310.Superseded values are not recommended for survey control.
 HF1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1310.See file dsdata.txt to determine how the superseded data were derived.
 HF1310
 HF1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7421403211(NAD 83)
 HF1310_MARKER: 87 = DOME
 HF1310
 HF1310  HISTORY     - Date     Condition        Report By
 HF1310  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1310  HISTORY     - 19990408 MARK NOT FOUND   USPSQD
 HF1310
 HF1310                          STATION DESCRIPTION
 HF1310
 HF1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1310'THE STATION IS THE TOP OF THE DOME ON THE APEX OF THE CHURCH
 HF1310'BUILDING.  IT IS LOCATED NEAR THE CENTER OF TOWN AT THE
 HF1310'INTERSECTION OF W. ADAMS AND S. FIRST STREETS.  IT IS SILVER IN
 HF1310'COLOR AND THE BUILDING IT IS ON IS A TWO-STORY, RED BRICK
 HF1310'STRUCTURE 125 FEET HIGH.
 HF1310
 HF1310                          STATION RECOVERY (1999)
 HF1310
 HF1310'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1322 ***********************************************************************
 HF1322  DESIGNATION -  ARKANSAS CITY FLOUR MILLS ELEV
 HF1322  PID         -  HF1322
 HF1322  STATE/COUNTY-  KS/COWLEY
 HF1322  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1322
 HF1322                         *CURRENT SURVEY CONTROL
 HF1322  ___________________________________________________________________
 HF1322* NAD 83(1997)-  37 03 02.84818(N)    097 01 30.05270(W)     ADJUSTED  
 HF1322* NAVD 88     -                                                        
 HF1322  ___________________________________________________________________
 HF1322  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 HF1322  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HF1322
 HF1322  HORZ ORDER  -  THIRD
 HF1322
 HF1322.The horizontal coordinates were established by classical geodetic methods
 HF1322.and adjusted by the National Geodetic Survey in October 1998..
 HF1322
 HF1322
 HF1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1322
 HF1322.The geoid height was determined by GEOID03.
 HF1322
 HF1322;                    North         East     Units Scale Factor Converg.
 HF1322;SPC KS S     -   443,670.627   531,204.547   MT  1.00004944   +0 54 23.1
 HF1322;SPC OK N     -   227,990.624   686,731.428   MT  1.00006420   +0 34 31.4
 HF1322;SPC OK N     -   747,999.24  2,253,051.36   sFT  1.00006420   +0 34 31.4
 HF1322;UTM  14      - 4,102,330.950   675,619.094   MT  0.99997995   +1 11 25.0
 HF1322
 HF1322                          SUPERSEDED SURVEY CONTROL
 HF1322
 HF1322  NAD 83(1997)-  37 03 02.84887(N)    097 01 30.04950(W) AD(       ) 4
 HF1322  NAD 83(1986)-  37 03 02.86016(N)    097 01 30.04302(W) AD(       ) 4
 HF1322  NAD 27      -  37 03 02.75184(N)    097 01 28.90712(W) AD(       ) 3
 HF1322
 HF1322.Superseded values are not recommended for survey control.
 HF1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1322.See file dsdata.txt to determine how the superseded data were derived.
 HF1322
 HF1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7561902331(NAD 83)
 HF1322_MARKER: 65 = GRAIN ELEVATOR
 HF1322
 HF1322  HISTORY     - Date     Condition        Report By
 HF1322  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1322  HISTORY     - 19990408 GOOD             USPSQD
 HF1322
 HF1322                          STATION DESCRIPTION
 HF1322
 HF1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1322'THE STATION IS THE CENTER OF THE HEADHOUSE ON THE APEX OF THE
 HF1322'ELEVATOR.  IT IS LOCATED 1 MILE EAST OF ARKANSAS CITY, 0.3 MILE
 HF1322'SOUTH OF U.S. HIGHWAY 166, IN THE NORTHEAST 1/4 OF SECTION 31,
 HF1322'T 34 S, R 4 E.  IT IS A CONCRETE STRUCTURE, WHITE IN COLOR AND
 HF1322'210 FEET HIGH.
 HF1322
 HF1322                          STATION RECOVERY (1999)
 HF1322
 HF1322'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF1322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1316 ***********************************************************************
 HF1316  DESIGNATION -  ARKANSAS CITY KEEFE PACK CO TK
 HF1316  PID         -  HF1316
 HF1316  STATE/COUNTY-  KS/COWLEY
 HF1316  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1316
 HF1316                         *CURRENT SURVEY CONTROL
 HF1316  ___________________________________________________________________
 HF1316* NAD 83(1997)-  37 02 30.30207(N)    097 02 11.40551(W)     ADJUSTED  
 HF1316* NAVD 88     -                                                        
 HF1316  ___________________________________________________________________
 HF1316  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 HF1316  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF1316
 HF1316  HORZ ORDER  -  THIRD
 HF1316
 HF1316.The horizontal coordinates were established by classical geodetic methods
 HF1316.and adjusted by the National Geodetic Survey in October 1998..
 HF1316
 HF1316
 HF1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1316
 HF1316.The geoid height was determined by GEOID03.
 HF1316
 HF1316;                    North         East     Units Scale Factor Converg.
 HF1316;SPC KS S     -   442,651.288   530,198.586   MT  1.00005182   +0 53 57.7
 HF1316;SPC OK N     -   226,977.098   685,719.584   MT  1.00006177   +0 34 07.0
 HF1316;SPC OK N     -   744,674.03  2,249,731.67   sFT  1.00006177   +0 34 07.0
 HF1316;UTM  14      - 4,101,306.715   674,618.267   MT  0.99997563   +1 10 59.2
 HF1316
 HF1316                          SUPERSEDED SURVEY CONTROL
 HF1316
 HF1316  NAD 83(1997)-  37 02 30.30247(N)    097 02 11.40237(W) AD(       ) 4
 HF1316  NAD 83(1986)-  37 02 30.31413(N)    097 02 11.39590(W) AD(       ) 4
 HF1316  NAD 27      -  37 02 30.20709(N)    097 02 10.25774(W) AD(       ) 3
 HF1316
 HF1316.Superseded values are not recommended for survey control.
 HF1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1316.See file dsdata.txt to determine how the superseded data were derived.
 HF1316
 HF1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7461801307(NAD 83)
 HF1316_MARKER: 53 = ELEVATED TANK
 HF1316
 HF1316  HISTORY     - Date     Condition        Report By
 HF1316  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1316  HISTORY     - 1957     GOOD             CGS
 HF1316  HISTORY     - 19990408 MARK NOT FOUND   USPSQD
 HF1316
 HF1316                          STATION DESCRIPTION
 HF1316
 HF1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1316'POINT OBSERVED UPON IS THE FINIAL ATOP THE WOODEN STORAGE
 HF1316'TANK AT THE KEEFE PACKING COMPANY IN THE SOUTH CENTRAL PART OF
 HF1316'ARKANSAS CITY.  THE TANK IS ABOUT 90 FEET HIGH.
 HF1316'
 HF1316'INTERSECTION STATION OBSERVED FROM TRIANGULATION STATIONS
 HF1316'ARKANSAS CITY AND LEWIS.
 HF1316
 HF1316                          STATION RECOVERY (1957)
 HF1316
 HF1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1316'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HF1316
 HF1316                          STATION RECOVERY (1999)
 HF1316
 HF1316'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF1316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1312 ***********************************************************************
 HF1312  DESIGNATION -  ARKANSAS CITY MILK ASSN STACK
 HF1312  PID         -  HF1312
 HF1312  STATE/COUNTY-  KS/COWLEY
 HF1312  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1312
 HF1312                         *CURRENT SURVEY CONTROL
 HF1312  ___________________________________________________________________
 HF1312* NAD 83(1997)-  37 03 45.62697(N)    097 02 46.24453(W)     ADJUSTED  
 HF1312* NAVD 88     -                                                        
 HF1312  ___________________________________________________________________
 HF1312  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 HF1312  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF1312
 HF1312  HORZ ORDER  -  THIRD
 HF1312
 HF1312.The horizontal coordinates were established by classical geodetic methods
 HF1312.and adjusted by the National Geodetic Survey in October 1998..
 HF1312
 HF1312
 HF1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1312
 HF1312.The geoid height was determined by GEOID03.
 HF1312
 HF1312;                    North         East     Units Scale Factor Converg.
 HF1312;SPC KS S     -   444,959.720   529,301.498   MT  1.00004636   +0 53 36.3
 HF1312;SPC OK N     -   229,290.705   684,835.819   MT  1.00006742   +0 33 46.4
 HF1312;SPC OK N     -   752,264.59  2,246,832.18   sFT  1.00006742   +0 33 46.4
 HF1312;UTM  14      - 4,103,610.497   673,709.813   MT  0.99997173   +1 10 40.2
 HF1312
 HF1312                          SUPERSEDED SURVEY CONTROL
 HF1312
 HF1312  NAD 83(1997)-  37 03 45.62766(N)    097 02 46.24131(W) AD(       ) 4
 HF1312  NAD 83(1986)-  37 03 45.63863(N)    097 02 46.23502(W) AD(       ) 4
 HF1312  NAD 27      -  37 03 45.53422(N)    097 02 46.09132(W) AD(       ) 3
 HF1312
 HF1312.Superseded values are not recommended for survey control.
 HF1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1312.See file dsdata.txt to determine how the superseded data were derived.
 HF1312
 HF1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7371003610(NAD 83)
 HF1312_MARKER: 63 = STACK
 HF1312
 HF1312  HISTORY     - Date     Condition        Report By
 HF1312  HISTORY     - 1958     FIRST OBSERVED   CGS
 HF1312
 HF1312                          STATION DESCRIPTION
 HF1312
 HF1312'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1315 ***********************************************************************
 HF1315  DESIGNATION -  ARKANSAS CITY MUNICIPAL TANK
 HF1315  PID         -  HF1315
 HF1315  STATE/COUNTY-  KS/COWLEY
 HF1315  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1315
 HF1315                         *CURRENT SURVEY CONTROL
 HF1315  ___________________________________________________________________
 HF1315* NAD 83(1997)-  37 04 14.04892(N)    097 02 53.55261(W)     ADJUSTED  
 HF1315* NAVD 88     -                                                        
 HF1315  ___________________________________________________________________
 HF1315  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 HF1315  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF1315
 HF1315  HORZ ORDER  -  THIRD
 HF1315
 HF1315.The horizontal coordinates were established by classical geodetic methods
 HF1315.and adjusted by the National Geodetic Survey in October 1998..
 HF1315
 HF1315
 HF1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1315
 HF1315.The geoid height was determined by GEOID03.
 HF1315
 HF1315;                    North         East     Units Scale Factor Converg.
 HF1315;SPC KS S     -   445,833.017   529,107.321   MT  1.00004433   +0 53 31.8
 HF1315;SPC OK N     -   230,165.127   684,646.678   MT  1.00006959   +0 33 42.1
 HF1315;SPC OK N     -   755,133.42  2,246,211.64   sFT  1.00006959   +0 33 42.1
 HF1315;UTM  14      - 4,104,482.755   673,511.316   MT  0.99997088   +1 10 36.6
 HF1315
 HF1315                          SUPERSEDED SURVEY CONTROL
 HF1315
 HF1315  NAD 83(1997)-  37 04 14.04978(N)    097 02 53.54930(W) AD(       ) 4
 HF1315  NAD 83(1986)-  37 04 14.06070(N)    097 02 53.54311(W) AD(       ) 4
 HF1315  NAD 27      -  37 04 13.95777(N)    097 02 52.40320(W) AD(       ) 3
 HF1315
 HF1315.Superseded values are not recommended for survey control.
 HF1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1315.See file dsdata.txt to determine how the superseded data were derived.
 HF1315
 HF1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7351104483(NAD 83)
 HF1315_MARKER: 53 = ELEVATED TANK
 HF1315
 HF1315  HISTORY     - Date     Condition        Report By
 HF1315  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1315  HISTORY     - 1957     GOOD             CGS
 HF1315  HISTORY     - 1976     GOOD             NGS
 HF1315  HISTORY     - 19990408 MARK NOT FOUND   USPSQD
 HF1315
 HF1315                          STATION DESCRIPTION
 HF1315
 HF1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1315'POINT OBSERVED UPON IS THE FINIAL ATOP THE MUNICIPAL STEEL WATER
 HF1315'TANK LOCATED AT SEVENTH STREET AND BURCH AVENUE ON THE WEST EDGE
 HF1315'OF ARKANSAS CITY.  TANK IS ABOUT 125 FEET HIGH.
 HF1315'
 HF1315'INTERSECTION STATION OBSERVED FROM TRIANGULATION STATIONS ARKANSAS
 HF1315'CITY, NEWKIRK NORTH BASE, LEWIS, JIM AND PANTHER LAPLACE AZIMUTH.
 HF1315
 HF1315                          STATION RECOVERY (1957)
 HF1315
 HF1315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1315'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HF1315
 HF1315                          STATION RECOVERY (1976)
 HF1315
 HF1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 HF1315'THE STATION IS A SIX-LEGGED TANK, GREEN IN COLOR WITH ARKANSAS CITY
 HF1315'PAINTED IN WHITE, AND IS LOCATED IN THE SOUTHWEST QUADRANT OF THE
 HF1315'INTERSECTION OF NORTH SEVENTH STREET AND WEST BIRCH AVENUE.
 HF1315'
 HF1315'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ARKANSAS CITY.
 HF1315
 HF1315                          STATION RECOVERY (1999)
 HF1315
 HF1315'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1320 ***********************************************************************
 HF1320  DESIGNATION -  ARKANSAS CITY NEW ERA MILL TK
 HF1320  PID         -  HF1320
 HF1320  STATE/COUNTY-  KS/COWLEY
 HF1320  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1320
 HF1320                         *CURRENT SURVEY CONTROL
 HF1320  ___________________________________________________________________
 HF1320* NAD 83(1997)-  37 03 21.63670(N)    097 02 29.47723(W)     ADJUSTED  
 HF1320* NAVD 88     -                                                        
 HF1320  ___________________________________________________________________
 HF1320  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 HF1320  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF1320
 HF1320  HORZ ORDER  -  THIRD
 HF1320
 HF1320.The horizontal coordinates were established by classical geodetic methods
 HF1320.and adjusted by the National Geodetic Survey in October 1998..
 HF1320
 HF1320
 HF1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1320
 HF1320.The geoid height was determined by GEOID03.
 HF1320
 HF1320;                    North         East     Units Scale Factor Converg.
 HF1320;SPC KS S     -   444,226.687   529,727.275   MT  1.00004808   +0 53 46.6
 HF1320;SPC OK N     -   228,555.213   685,257.367   MT  1.00006561   +0 33 56.3
 HF1320;SPC OK N     -   749,851.56  2,248,215.21   sFT  1.00006561   +0 33 56.3
 HF1320;UTM  14      - 4,102,879.640   674,139.190   MT  0.99997358   +1 10 49.7
 HF1320
 HF1320                          SUPERSEDED SURVEY CONTROL
 HF1320
 HF1320  NAD 83(1997)-  37 03 21.63794(N)    097 02 29.47428(W) AD(       ) 4
 HF1320  NAD 83(1986)-  37 03 21.64886(N)    097 02 29.46777(W) AD(       ) 4
 HF1320  NAD 27      -  37 03 21.54584(N)    097 02 28.32972(W) AD(       ) 3
 HF1320
 HF1320.Superseded values are not recommended for survey control.
 HF1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1320.See file dsdata.txt to determine how the superseded data were derived.
 HF1320
 HF1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7413902880(NAD 83)
 HF1320_MARKER: 53 = ELEVATED TANK
 HF1320
 HF1320  HISTORY     - Date     Condition        Report By
 HF1320  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1320  HISTORY     - 1957     GOOD             CGS
 HF1320  HISTORY     - 19990408 MARK NOT FOUND   USPSQD
 HF1320
 HF1320                          STATION DESCRIPTION
 HF1320
 HF1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1320'POINT OBSERVED UPON IS THE FINIAL ATOP THE STEEL WATER TANK OF
 HF1320'THE NEW ERA MILLING COMPANY AT THE CORNER OF SECOND STREET
 HF1320'AND WEST MADISON AVENUE.  TANK IS ABOUT 110 FEET HIGH.
 HF1320'
 HF1320'INTERSECTION STATION OBSERVED FROM TRIANGULATION STATIONS
 HF1320'ARKANSAS CITY, LEWIS AND JIM.
 HF1320
 HF1320                          STATION RECOVERY (1957)
 HF1320
 HF1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1320'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HF1320
 HF1320                          STATION RECOVERY (1999)
 HF1320
 HF1320'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1317 ***********************************************************************
 HF1317  DESIGNATION -  ARKANSAS CITY RAD KSOK MAST
 HF1317  PID         -  HF1317
 HF1317  STATE/COUNTY-  KS/COWLEY
 HF1317  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1317
 HF1317                         *CURRENT SURVEY CONTROL
 HF1317  ___________________________________________________________________
 HF1317* NAD 83(1997)-  37 05 10.30896(N)    097 01 58.89175(W)     ADJUSTED  
 HF1317* NAVD 88     -                                                        
 HF1317  ___________________________________________________________________
 HF1317  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 HF1317  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF1317
 HF1317  HORZ ORDER  -  THIRD
 HF1317
 HF1317.The horizontal coordinates were established by classical geodetic methods
 HF1317.and adjusted by the National Geodetic Survey in October 1998..
 HF1317
 HF1317
 HF1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1317
 HF1317.The geoid height was determined by GEOID03.
 HF1317
 HF1317;                    North         East     Units Scale Factor Converg.
 HF1317;SPC KS S     -   447,588.369   530,430.192   MT  1.00004037   +0 54 05.4
 HF1317;SPC OK N     -   231,912.868   685,979.696   MT  1.00007393   +0 34 14.4
 HF1317;SPC OK N     -   760,867.47  2,250,585.05   sFT  1.00007393   +0 34 14.4
 HF1317;UTM  14      - 4,106,244.540   674,825.356   MT  0.99997652   +1 11 11.1
 HF1317
 HF1317                          SUPERSEDED SURVEY CONTROL
 HF1317
 HF1317  NAD 83(1997)-  37 05 10.30973(N)    097 01 58.88803(W) AD(       ) 4
 HF1317  NAD 83(1986)-  37 05 10.32066(N)    097 01 58.88219(W) AD(       ) 4
 HF1317  NAD 27      -  37 05 10.21678(N)    097 01 57.74613(W) AD(       ) 3
 HF1317
 HF1317.Superseded values are not recommended for survey control.
 HF1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1317.See file dsdata.txt to determine how the superseded data were derived.
 HF1317
 HF1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7482506245(NAD 83)
 HF1317_MARKER: 42 = RADIO/TV MAST
 HF1317
 HF1317  HISTORY     - Date     Condition        Report By
 HF1317  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1317  HISTORY     - 19990408 GOOD             USPSQD
 HF1317
 HF1317                          STATION DESCRIPTION
 HF1317
 HF1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1317'THE STATION IS THE TOP OF THE MAST.  IT IS A FOUR-LEGGED STEEL,
 HF1317'SKELETON FRAMEWORK, PAINTED ALTERNATELY RED AND WHITE AND 217
 HF1317'FEET HIGH.  IT IS LOCATED IN THE NORTHEAST EDGE OF TOWN, 0.6 MILE
 HF1317'EAST OF U.S. HIGHWAY 77.
 HF1317
 HF1317                          STATION RECOVERY (1999)
 HF1317
 HF1317'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1313 ***********************************************************************
 HF1313  DESIGNATION -  ARKANSAS CITY SACRED HEART CH
 HF1313  PID         -  HF1313
 HF1313  STATE/COUNTY-  KS/COWLEY
 HF1313  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1313
 HF1313                         *CURRENT SURVEY CONTROL
 HF1313  ___________________________________________________________________
 HF1313* NAD 83(1997)-  37 03 32.41831(N)    097 02 10.45051(W)     ADJUSTED  
 HF1313* NAVD 88     -                                                        
 HF1313  ___________________________________________________________________
 HF1313  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 HF1313  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF1313
 HF1313  HORZ ORDER  -  THIRD
 HF1313
 HF1313.The horizontal coordinates were established by classical geodetic methods
 HF1313.and adjusted by the National Geodetic Survey in October 1998..
 HF1313
 HF1313
 HF1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1313
 HF1313.The geoid height was determined by GEOID03.
 HF1313
 HF1313;                    North         East     Units Scale Factor Converg.
 HF1313;SPC KS S     -   444,566.398   530,192.121   MT  1.00004730   +0 53 58.3
 HF1313;SPC OK N     -   228,892.242   685,724.174   MT  1.00006642   +0 34 07.5
 HF1313;SPC OK N     -   750,957.30  2,249,746.73   sFT  1.00006642   +0 34 07.5
 HF1313;UTM  14      - 4,103,221.628   674,602.311   MT  0.99997556   +1 11 01.4
 HF1313
 HF1313                          SUPERSEDED SURVEY CONTROL
 HF1313
 HF1313  NAD 83(1997)-  37 03 32.41910(N)    097 02 10.44709(W) AD(       ) 4
 HF1313  NAD 83(1986)-  37 03 32.43018(N)    097 02 10.44078(W) AD(       ) 4
 HF1313  NAD 27      -  37 03 32.32340(N)    097 02 09.30505(W) AD(       ) 3
 HF1313
 HF1313.Superseded values are not recommended for survey control.
 HF1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1313.See file dsdata.txt to determine how the superseded data were derived.
 HF1313
 HF1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7460203222(NAD 83)
 HF1313_MARKER: 90 = CHURCH SPIRE
 HF1313
 HF1313  HISTORY     - Date     Condition        Report By
 HF1313  HISTORY     - 1958     FIRST OBSERVED   CGS
 HF1313
 HF1313                          STATION DESCRIPTION
 HF1313
 HF1313'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0798 ***********************************************************************
 HG0798  DESIGNATION -  ARLINGTON
 HG0798  PID         -  HG0798
 HG0798  STATE/COUNTY-  KS/RENO
 HG0798  USGS QUAD   -  ARLINGTON (1971)
 HG0798
 HG0798                         *CURRENT SURVEY CONTROL
 HG0798  ___________________________________________________________________
 HG0798* NAD 83(1997)-  37 52 33.85862(N)    098 12 08.43365(W)     ADJUSTED  
 HG0798* NAVD 88     -       500.4    (meters)    1642.     (feet)  VERTCON   
 HG0798  ___________________________________________________________________
 HG0798  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 HG0798  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 HG0798
 HG0798  HORZ ORDER  -  FIRST
 HG0798
 HG0798.The horizontal coordinates were established by classical geodetic methods
 HG0798.and adjusted by the National Geodetic Survey in October 1998..
 HG0798
 HG0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0798
 HG0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0798
 HG0798.The geoid height was determined by GEOID03.
 HG0798
 HG0798;                    North         East     Units Scale Factor Converg.
 HG0798;SPC KS S     -   534,267.244   426,186.194   MT  0.99993618   +0 10 58.5
 HG0798;UTM  14      - 4,192,364.889   570,150.434   MT  0.99966061   +0 29 23.1
 HG0798
 HG0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0798!SPC KS S     -   0.99992587  x   0.99993618  =   0.99986205
 HG0798!UTM  14      -   0.99992587  x   0.99966061  =   0.99958651
 HG0798
 HG0798                          SUPERSEDED SURVEY CONTROL
 HG0798
 HG0798  NAD 83(1997)-  37 52 33.86610(N)    098 12 08.43522(W) AD(       ) 1
 HG0798  NAD 83(1986)-  37 52 33.86638(N)    098 12 08.43332(W) AD(       ) 1
 HG0798  NAD 27      -  37 52 33.81700(N)    098 12 07.20500(W) AD(       ) 1
 HG0798  NGVD 29 (07/19/86)  500.2    (m)         1641.     (f) VERT ANG       
 HG0798
 HG0798.Superseded values are not recommended for survey control.
 HG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0798.See file dsdata.txt to determine how the superseded data were derived.
 HG0798
 HG0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7015092365(NAD 83)
 HG0798_MARKER: DD = SURVEY DISK
 HG0798_SETTING: 0 = UNSPECIFIED SETTING
 HG0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0798
 HG0798  HISTORY     - Date     Condition        Report By
 HG0798  HISTORY     - 1901     MONUMENTED       CGS
 HG0798  HISTORY     - 1934     MARK NOT FOUND   CGS
 HG0798  HISTORY     - 1935     MARK NOT FOUND   CGS
 HG0798
 HG0798                          STATION DESCRIPTION
 HG0798
 HG0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (ATM)
 HG0798'ABOUT 1-1/2 MILES SOUTH OF ARLINGTON, ON THE NORTH SIDE OF THE
 HG0798'SE 1/4 SEC. 16, T. 25 S., R. 8 W., ON LAND BELONGING (1901)
 HG0798'TO W.A. BROWN.  THE STATION IS MARKED BY AN OLD TYPE BRONZE
 HG0798'STATION MARK SET IN CONCRETE IN A 6-INCH DRAIN TILE.  THE FLANGE
 HG0798'OF THE TILE IS FLUSH WITH THE GROUND.  CAST IN THE BRONZE
 HG0798'MARK IS A CROSS INSTEAD OF A TRIANGLE.  IT IS SECURED IN
 HG0798'THE CONCRETE BY A STEM 76 MILLIMETERS LONG.  TWO WITNESS
 HG0798'MARKS, EACH CONSISTING OF A 4-INCH DRAIN FILLED WITH CONCRETE,
 HG0798'WITH A NAIL AT THE CENTER OF THE TOP, ARE FLUSH WITH THE
 HG0798'GROUND ABOUT 6 FEET FROM THE STATION, ONE NORTH AND THE
 HG0798'OTHER SOUTH.
 HG0798
 HG0798                          STATION RECOVERY (1934)
 HG0798
 HG0798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HG0798'NOT RECOVERED ON THIS DATE.
 HG0798'
 HG0798'ON THE NORTH SIDE OF THE SOUTHEAST QUARTER OF SEC. 16, T.
 HG0798'25 S., R. 8 W., IN A WHEAT FIELD ON LAND OWNED BY HENRY WESTPHAL.
 HG0798'THE POINT DESCRIBED IS ON A HIGH LEVEL PLANE CONTAINING ABOUT
 HG0798'FOUR OR FIVE ACRES AND HAS A LENGTH OF ABOUT THREE OR FOUR HUNDRED
 HG0798'FEET EAST AND WEST ALONG THE NORTH SIDE OF THE QUARTER.  NO
 HG0798'DEPRESSIONS OR MARKS WERE FOUND WHICH WOULD INDICATE THE
 HG0798'LOCATION OF THIS STATION.  THE LAND, ORIGINALLY OWNED BY
 HG0798'W.H. BROWN, WAS SOLD TO BREWER AND BY HIM TO FRED WESTPHAL,
 HG0798'WHO OWNED THE PROPERTY FOR ABOUT TWENTY YEARS.  WESTPHALS
 HG0798'SONS, HENRY AND FRANK, NOW OWN THE QUARTER, FRANK, THE WEST
 HG0798'HALF, AND HENRY THE EAST HALF.  THEY HAVE NEVER DISCOVERED
 HG0798'THE LOCATION OF THIS MARK.
 HG0798
 HG0798                          STATION RECOVERY (1935)
 HG0798
 HG0798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 HG0798'STATION AND REFERENCE MARKS NOT RECOVERED.  THE SITE, ON PROPERTY
 HG0798'NOW OWNED BY HENRY AND FRANK WESTPHAL, WAS VISITED AND SEARCH WAS
 HG0798'MADE.  SOME PRODDING WAS DONE, BUT THE GROUND WAS TOO HARD TO
 HG0798'MAKE PROGRESS.  NO REPORTS OF THE SURFACE MARK HAVING BEEN
 HG0798'STRUCK BY A PLOW WERE HEARD.  SEVERAL OLD RESIDENTS REMEMBER
 HG0798'THE TOWER, BUT NO ONE COULD LOCATE THE POINT WHERE THE TOWER
 HG0798'STOOD.  IT IS THOUGHT THAT THE SURFACE MARK HAS BEEN REMOVED
 HG0798'AND THE STATION UNDERGROUND MARK IS STILL IN THE GROUND, BUT
 HG0798'WITHOUT REFERENCES IT CANNOT BE RECOVERED WITHOUT AN
 HG0798'EXCESSIVE AMOUNT OF DIGGING, OR ESTABLISHING A NEW STATION,
 HG0798'FROM WHICH AN AZIMUTH AND DISTANCE CAN BE COMPUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0797 ***********************************************************************
 HG0797  DESIGNATION -  ARLINGTON 2
 HG0797  PID         -  HG0797
 HG0797  STATE/COUNTY-  KS/RENO
 HG0797  USGS QUAD   -  ARLINGTON (1971)
 HG0797
 HG0797                         *CURRENT SURVEY CONTROL
 HG0797  ___________________________________________________________________
 HG0797* NAD 83(1997)-  37 52 34.04976(N)    098 11 50.33140(W)     ADJUSTED  
 HG0797* NAVD 88     -       498.1    (meters)    1634.     (feet)  VERTCON   
 HG0797  ___________________________________________________________________
 HG0797  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 HG0797  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 HG0797
 HG0797  HORZ ORDER  -  FIRST
 HG0797
 HG0797.The horizontal coordinates were established by classical geodetic methods
 HG0797.and adjusted by the National Geodetic Survey in October 1998..
 HG0797
 HG0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0797
 HG0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0797
 HG0797.The geoid height was determined by GEOID03.
 HG0797
 HG0797;                    North         East     Units Scale Factor Converg.
 HG0797;SPC KS S     -   534,274.561   426,628.543   MT  0.99993618   +0 11 09.6
 HG0797;UTM  14      - 4,192,374.572   570,592.616   MT  0.99966138   +0 29 34.2
 HG0797
 HG0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0797!SPC KS S     -   0.99992623  x   0.99993618  =   0.99986242
 HG0797!UTM  14      -   0.99992623  x   0.99966138  =   0.99958764
 HG0797
 HG0797:                Primary Azimuth Mark                     Grid Az
 HG0797:SPC KS S     -  ARLINGTON 2 AZ MK                        002 31 47.7
 HG0797:UTM  14      -  ARLINGTON 2 AZ MK                        002 13 23.1
 HG0797
 HG0797|---------------------------------------------------------------------|
 HG0797| PID    Reference Object                     Distance      Geod. Az  |
 HG0797|                                                           dddmmss.s |
 HG0797| CK8834 ARLINGTON 2 AZ MK                                  0024257.3 |
 HG0797| HG0796 ARLINGTON MUNICIPAL TANK            APPROX. 2.5 KM 0315534.9 |
 HG0797| CK8837 ARLINGTON 2 RM 3                     43.925 METERS 05635     |
 HG0797| CK8835 ARLINGTON 2 RM 1                     40.624 METERS 06306     |
 HG0797| CK8836 ARLINGTON 2 RM 2                     42.547 METERS 12140     |
 HG0797| HG0799 ARLINGTON 2 RM A                     28.983 METERS 24258     |
 HG0797|---------------------------------------------------------------------|
 HG0797
 HG0797                          SUPERSEDED SURVEY CONTROL
 HG0797
 HG0797  NAD 83(1997)-  37 52 34.05647(N)    098 11 50.33334(W) AD(       ) 1
 HG0797  NAD 83(1986)-  37 52 34.05727(N)    098 11 50.33114(W) AD(       ) 1
 HG0797  NAD 27      -  37 52 34.00600(N)    098 11 49.10000(W) AD(       ) 1
 HG0797  NGVD 29 (07/19/86)  497.9    (m)         1634.     (f) VERT ANG       
 HG0797
 HG0797.Superseded values are not recommended for survey control.
 HG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0797.See file dsdata.txt to determine how the superseded data were derived.
 HG0797
 HG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7059392375(NAD 83)
 HG0797_MARKER: DS = TRIANGULATION STATION DISK
 HG0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0797
 HG0797  HISTORY     - Date     Condition        Report By
 HG0797  HISTORY     - 1953     MONUMENTED       CGS
 HG0797  HISTORY     - 1967     GOOD             CGS
 HG0797
 HG0797                          STATION DESCRIPTION
 HG0797
 HG0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0797'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF ARLINGTON,
 HG0797'ON PROPERTY OWNED BY MR. HENRY AND MR. FRANK WESTPHAL, NEAR
 HG0797'THE NORTH EDGE OF PASTURE LAND, 210 FEET WEST OF THE CENTER
 HG0797'OF A GRAVELED ROAD, 119 FEET WEST OF A FENCE CORNER, AND 16
 HG0797'FEET SOUTH OF A WIRE FENCE AND A 4 IN X 4 IN WITNESS POST.
 HG0797'
 HG0797'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO.
 HG0797'61 AND 14 NEAR THE CENTER OF ARLINGTON, GO SOUTHWEST ON NO.
 HG0797'61 FOR 1.1 MILE, THEN LEFT FOR 0.3 MILE TO THE AZIMUTH MARK ON
 HG0797'THE RIGHT.  CONTINUE SOUTH FOR 0.5 MILE TO THE STATION ON
 HG0797'THE RIGHT.
 HG0797'
 HG0797'THE STATION MARK IS SET ABOUT 14 INCHES BELOW THE SURFACE OF
 HG0797'THE GROUND, AND THE DISK IS STAMPED ARLINGTON 2 1953.
 HG0797'
 HG0797'REFERENCE MARK NO. 1 IS 92 FEET WEST OF THE CENTER OF THE
 HG0797'GRAVELED ROAD, 43 FEET NORTH OF THE FENCE CORNER, AND 1 FOOT
 HG0797'WEST OF THE WIRE FENCE.  IT PROJECTS 4 INCHES, AND THE DISK
 HG0797'IS STAMPED ARLINGTON 2 NO 1 1953.
 HG0797'
 HG0797'REFERENCE MARK NO. 2 IS 92 FEET WEST OF THE CENTER OF THE ROAD,
 HG0797'91 FEET SOUTH OF THE FENCE CORNER, AND 1 FOOT WEST OF THE
 HG0797'WIRE FENCE.  IT PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 HG0797'ARLINGTON 2 NO 2 1953.
 HG0797'
 HG0797'THE AZIMUTH MARK IS 80 FEET WEST OF THE CENTER OF THE GRAVELED
 HG0797'ROAD, 28 FEET SOUTH OF THE CENTER OF A GRADED DIRT ROAD, 8 FEET
 HG0797'WEST OF A FENCE CORNER, AND 2 FEET EAST OF A 4 IN X 4 IN WITNESS
 HG0797'POST.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED ARLINGTON 2
 HG0797'1953.
 HG0797'
 HG0797'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HG0797
 HG0797                          STATION RECOVERY (1967)
 HG0797
 HG0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 HG0797'STATION MARK, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE
 HG0797'RECOVERED AS DESCRIBED IN THE 1953 DESCRIPTION.  A CHECK WAS MADE OF
 HG0797'THE DISTANCE AND DIRECTION TO THE MARKS AND THEY WERE FOUND
 HG0797'CORRECT.  THE LOCATION AND ROUTE TO THE STATION ARE ADEQUATE.  AT
 HG0797'THE REQUEST OF THE PROPERTY OWNER REFERENCE MARK NO. 3 WAS
 HG0797'ESTABLISHED, DUE TO THE FACT THAT REFERENCE MARK NO. 1 COULD BE
 HG0797'DESTROYED IF THE FENCELINE IS CHANGED.
 HG0797'
 HG0797'REFERENCE MARK NO. 3 IS 94 FEET WEST OF THE CENTERLINE OF STATE
 HG0797'HIGHWAY 14, 61.4 FEET NORTH OF FENCE CORNER AND 42.5 FEET NORTHWEST
 HG0797'OF A SMALL CONCRETE MONUMENT.  IT IS MARKED BY A STANDARD
 HG0797'TRIANGULATION REFERENCE MARK DISK SET IN THE TOP OF 12 INCH
 HG0797'CONCRETE CYLINDER MONUMENT THAT IS SET FLUSH WITH THE SURFACE
 HG0797'OF THE GROUND.  THE DISK IS STAMPED ARLINGTON 2 1953 NO 3 1967.
 HG0797'
 HG0797'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 26.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0799 ***********************************************************************
 HG0799  DESIGNATION -  ARLINGTON 2 RM A
 HG0799  PID         -  HG0799
 HG0799  STATE/COUNTY-  KS/RENO
 HG0799  USGS QUAD   -  ARLINGTON (1971)
 HG0799
 HG0799                         *CURRENT SURVEY CONTROL
 HG0799  ___________________________________________________________________
 HG0799* NAD 83(1997)-  37 52 33.62245(N)    098 11 51.38774(W)     ADJUSTED  
 HG0799* NAVD 88     -       498.2    (meters)    1635.     (feet)  VERTCON   
 HG0799  ___________________________________________________________________
 HG0799  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 HG0799  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 HG0799
 HG0799  HORZ ORDER  -  FIRST
 HG0799
 HG0799.The horizontal coordinates were established by classical geodetic methods
 HG0799.and adjusted by the National Geodetic Survey in October 1998..
 HG0799
 HG0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0799
 HG0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0799
 HG0799.The geoid height was determined by GEOID03.
 HG0799
 HG0799;                    North         East     Units Scale Factor Converg.
 HG0799;SPC KS S     -   534,261.303   426,602.772   MT  0.99993618   +0 11 09.0
 HG0799;UTM  14      - 4,192,361.180   570,566.923   MT  0.99966133   +0 29 33.6
 HG0799
 HG0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0799!SPC KS S     -   0.99992622  x   0.99993618  =   0.99986240
 HG0799!UTM  14      -   0.99992622  x   0.99966133  =   0.99958757
 HG0799
 HG0799:                Primary Azimuth Mark                     Grid Az
 HG0799:SPC KS S     -  ARLINGTON RENO TEL INC MAST              030 34 23.3
 HG0799:UTM  14      -  ARLINGTON RENO TEL INC MAST              030 15 58.7
 HG0799
 HG0799|---------------------------------------------------------------------|
 HG0799| PID    Reference Object                     Distance      Geod. Az  |
 HG0799|                                                           dddmmss.s |
 HG0799| HG0801 ARLINGTON RENO TEL INC MAST         APPROX. 3.0 KM 0304532.3 |
 HG0799| HG0796 ARLINGTON MUNICIPAL TANK            APPROX. 2.5 KM 0321550.2 |
 HG0799| HG0797 ARLINGTON 2                          28.983 METERS 06258     |
 HG0799| HG0795 PRETTY PRAIRIE MUNICIPAL TANK       APPROX.19.0 KM 1241646.9 |
 HG0799| JG0739 WAGLER                              APPROX.15.8 KM 3451356.1 |
 HG0799| HG0800 ABBYVILLE FARM COOP GRAIN ELEV      APPROX.10.7 KM 3581426.7 |
 HG0799|---------------------------------------------------------------------|
 HG0799
 HG0799                          SUPERSEDED SURVEY CONTROL
 HG0799
 HG0799  NAD 83(1997)-  37 52 33.62916(N)    098 11 51.38968(W) AD(       ) 1
 HG0799  NAD 83(1986)-  37 52 33.62990(N)    098 11 51.38763(W) AD(       ) 1
 HG0799  NAD 27      -  37 52 33.57866(N)    098 11 50.15630(W) AD(       ) 1
 HG0799  NGVD 29 (07/19/86)  498.0    (m)         1634.     (f) VERT ANG       
 HG0799
 HG0799.Superseded values are not recommended for survey control.
 HG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0799.See file dsdata.txt to determine how the superseded data were derived.
 HG0799
 HG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7056792361(NAD 83)
 HG0799_MARKER: DR = REFERENCE MARK DISK
 HG0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0799+STABILITY: SURFACE MOTION
 HG0799
 HG0799  HISTORY     - Date     Condition        Report By
 HG0799  HISTORY     - 1967     MONUMENTED       CGS
 HG0799
 HG0799                          STATION DESCRIPTION
 HG0799
 HG0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 HG0799'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY AS
 HG0799'TRIANGULATION STATION ARLINGTON 2 1953.
 HG0799'
 HG0799'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK, THE DISK
 HG0799'IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS 12
 HG0799'INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 HG0799'ARLINGTON RM A 1967.  THE STATION MARK IS 300 FEET WEST OF THE
 HG0799'CENTERLINE OF STATE HIGHWAY 14, 204 FEET WEST OF A NORTH-SOUTH
 HG0799'FENCE LINE AND 59 FEET SOUTH OF AN EAST-WEST FENCELINE.
 HG0799'
 HG0799'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ARLINGTON 2
 HG0799'1953 DISTANCE BEING 28.986 METERS OR 95.10 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0796 ***********************************************************************
 HG0796  DESIGNATION -  ARLINGTON MUNICIPAL TANK
 HG0796  PID         -  HG0796
 HG0796  STATE/COUNTY-  KS/RENO
 HG0796  USGS QUAD   -  ARLINGTON (1971)
 HG0796
 HG0796                         *CURRENT SURVEY CONTROL
 HG0796  ___________________________________________________________________
 HG0796* NAD 83(1997)-  37 53 43.14185(N)    098 10 56.00309(W)     ADJUSTED  
 HG0796* NAVD 88     -                                                        
 HG0796  ___________________________________________________________________
 HG0796  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HG0796  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 HG0796
 HG0796  HORZ ORDER  -  THIRD
 HG0796
 HG0796.The horizontal coordinates were established by classical geodetic methods
 HG0796.and adjusted by the National Geodetic Survey in October 1998..
 HG0796
 HG0796
 HG0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0796
 HG0796.The geoid height was determined by GEOID03.
 HG0796
 HG0796;                    North         East     Units Scale Factor Converg.
 HG0796;SPC KS S     -   536,409.060   427,948.915   MT  0.99993599   +0 11 43.0
 HG0796;UTM  14      - 4,194,515.528   571,901.176   MT  0.99966367   +0 30 08.3
 HG0796
 HG0796                          SUPERSEDED SURVEY CONTROL
 HG0796
 HG0796  NAD 83(1997)-  37 53 43.14841(N)    098 10 56.00500(W) AD(       ) 4
 HG0796  NAD 83(1986)-  37 53 43.14909(N)    098 10 56.00271(W) AD(       ) 4
 HG0796  NAD 27      -  37 53 43.09900(N)    098 10 54.77300(W) AD(       ) 3
 HG0796
 HG0796.Superseded values are not recommended for survey control.
 HG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0796.See file dsdata.txt to determine how the superseded data were derived.
 HG0796
 HG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7190194516(NAD 83)
 HG0796_MARKER: 53 = ELEVATED TANK
 HG0796
 HG0796  HISTORY     - Date     Condition        Report By
 HG0796  HISTORY     - 1953     FIRST OBSERVED   CGS
 HG0796  HISTORY     - 1967     GOOD             CGS
 HG0796
 HG0796                          STATION DESCRIPTION
 HG0796
 HG0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0796'THE STATION IS LOCATED NEAR THE WEST EDGE OF THE TOWN OF
 HG0796'ARLINGTON, AND ON THE CREST OF A LOW HILL.
 HG0796'
 HG0796'THE TANK IS SUPPORTED BY FOUR STRUCTURAL STEEL LEGS, AND HAS
 HG0796'ARLINGTON IN BLACK LETTERS PAINTED ON THE SIDE OF THE TANK
 HG0796'PROPER.  THE STRUCTURE IS PAINTED SILVER AND IS APPROXIMATELY
 HG0796'125 FEET HIGH.  THE POINT OBSERVED WAS A BALL AT THE APEX OF
 HG0796'THE TANK.
 HG0796
 HG0796                          STATION RECOVERY (1967)
 HG0796
 HG0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 HG0796'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0801 ***********************************************************************
 HG0801  DESIGNATION -  ARLINGTON RENO TEL INC MAST
 HG0801  PID         -  HG0801
 HG0801  STATE/COUNTY-  KS/RENO
 HG0801  USGS QUAD   -  ARLINGTON (1971)
 HG0801
 HG0801                         *CURRENT SURVEY CONTROL
 HG0801  ___________________________________________________________________
 HG0801* NAD 83(1997)-  37 53 56.07807(N)    098 10 49.45492(W)     ADJUSTED  
 HG0801* NAVD 88     -                                                        
 HG0801  ___________________________________________________________________
 HG0801  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HG0801  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 HG0801
 HG0801  HORZ ORDER  -  THIRD
 HG0801
 HG0801.The horizontal coordinates were established by classical geodetic methods
 HG0801.and adjusted by the National Geodetic Survey in October 1998..
 HG0801
 HG0801
 HG0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0801
 HG0801.The geoid height was determined by GEOID03.
 HG0801
 HG0801;                    North         East     Units Scale Factor Converg.
 HG0801;SPC KS S     -   536,808.426   428,107.525   MT  0.99993597   +0 11 47.0
 HG0801;UTM  14      - 4,194,915.629   572,057.601   MT  0.99966395   +0 30 12.5
 HG0801
 HG0801                          SUPERSEDED SURVEY CONTROL
 HG0801
 HG0801  NAD 83(1997)-  37 53 56.08480(N)    098 10 49.45665(W) AD(       ) 4
 HG0801  NAD 83(1986)-  37 53 56.08551(N)    098 10 49.45440(W) AD(       ) 4
 HG0801  NAD 27      -  37 53 56.03475(N)    098 10 48.22645(W) AD(       ) 3
 HG0801
 HG0801.Superseded values are not recommended for survey control.
 HG0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0801.See file dsdata.txt to determine how the superseded data were derived.
 HG0801
 HG0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7205894916(NAD 83)
 HG0801_MARKER: 42 = RADIO/TV MAST
 HG0801
 HG0801  HISTORY     - Date     Condition        Report By
 HG0801  HISTORY     - 1967     FIRST OBSERVED   CGS
 HG0801
 HG0801                          STATION DESCRIPTION
 HG0801
 HG0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 HG0801'STATION IS LOCATED AT THE NORTH EDGE OF THE TOWN OF ARLINGTON, 0.1
 HG0801'MILE WEST OF STATE HIGHWAY 14 AND ON THE TELEPHONE COMPANY PROPERTY.
 HG0801'
 HG0801'STATION IS A CYLINDRICAL TRIANGULAR SHAPED STEEL MAST WHICH IS ABOUT
 HG0801'280 FEET IN HEIGHT, PAINTED RED-WHITE SECTIONS, HAS A RED LIGHT AND
 HG0801'AN ANTENNA AT TOP.
 HG0801'
 HG0801'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1135 ***********************************************************************
 HE1135  DESIGNATION -  ARMA
 HE1135  PID         -  HE1135
 HE1135  STATE/COUNTY-  KS/CRAWFORD
 HE1135  USGS QUAD   -  ARMA (1978)
 HE1135
 HE1135                         *CURRENT SURVEY CONTROL
 HE1135  ___________________________________________________________________
 HE1135* NAD 83(1997)-  37 32 40.25857(N)    094 42 05.88308(W)     ADJUSTED  
 HE1135* NAVD 88     -       308.2    (meters)    1011.     (feet)  VERTCON   
 HE1135  ___________________________________________________________________
 HE1135  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HE1135  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HE1135
 HE1135  HORZ ORDER  -  SECOND
 HE1135
 HE1135.The horizontal coordinates were established by classical geodetic methods
 HE1135.and adjusted by the National Geodetic Survey in October 1998..
 HE1135
 HE1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1135
 HE1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1135
 HE1135.The geoid height was determined by GEOID03.
 HE1135
 HE1135;                    North         East     Units Scale Factor Converg.
 HE1135;SPC KS S     -   504,264.159   735,565.412   MT  0.99995700   +2 20 03.1
 HE1135;SPC MO W     -   152,916.906   832,182.036   MT  0.99994509   -0 07 22.3
 HE1135;UTM  15      - 4,156,640.621   349,676.022   MT  0.99987835   -1 02 13.7
 HE1135
 HE1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1135!SPC KS S     -   0.99995647  x   0.99995700  =   0.99991347
 HE1135!SPC MO W     -   0.99995647  x   0.99994509  =   0.99990156
 HE1135!UTM  15      -   0.99995647  x   0.99987835  =   0.99983482
 HE1135
 HE1135:                Primary Azimuth Mark                     Grid Az
 HE1135:SPC KS S     -  ARCADIA MICROWAVE MAST                   005 57 26.4
 HE1135:SPC MO W     -  ARCADIA MICROWAVE MAST                   008 24 51.8
 HE1135:UTM  15      -  ARCADIA MICROWAVE MAST                   009 19 43.2
 HE1135
 HE1135|---------------------------------------------------------------------|
 HE1135| PID    Reference Object                     Distance      Geod. Az  |
 HE1135|                                                           dddmmss.s |
 HE1135| HE1141 ARCADIA MICROWAVE MAST              APPROX.11.1 KM 0081729.5 |
 HE1135| CN5562 ARMA RM 1                            31.919 METERS 07541     |
 HE1135| HE1134 MULBERRY MUNICIPAL TANK             APPROX. 6.7 KM 0811923.9 |
 HE1135| HE1140 ARMA MUNICIPAL TANK                 457.885 METERS 0863303.8 |
 HE1135| CN5564 ARMA RM 3                            24.039 METERS 14027     |
 HE1135| CN5563 ARMA RM 2                            31.882 METERS 22240     |
 HE1135| HE1145 GIRARD CO SHERIFFS RADIO MAST       APPROX.13.1 KM 2521055.1 |
 HE1135| HE1139 POLK MUNICIPAL TANK                 APPROX. 3.5 KM 2523612.0 |
 HE1135| HE1146 GIRARD REA SEKAN ELEC RAD MAST      APPROX.12.9 KM 2532457.4 |
 HE1135|---------------------------------------------------------------------|
 HE1135
 HE1135                          SUPERSEDED SURVEY CONTROL
 HE1135
 HE1135  NAD 83(1997)-  37 32 40.26489(N)    094 42 05.88342(W) AD(       ) 2
 HE1135  NAD 83(1986)-  37 32 40.26904(N)    094 42 05.87677(W) AD(       ) 2
 HE1135  NAD 27      -  37 32 40.10295(N)    094 42 05.01420(W) AD(       ) 2
 HE1135  NGVD 29 (07/19/86)  308.1    (m)         1011.     (f) VERT ANG       
 HE1135
 HE1135.Superseded values are not recommended for survey control.
 HE1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1135.See file dsdata.txt to determine how the superseded data were derived.
 HE1135
 HE1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4967656641(NAD 83)
 HE1135_MARKER: DS = TRIANGULATION STATION DISK
 HE1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1135+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2001
 HE1135
 HE1135  HISTORY     - Date     Condition        Report By
 HE1135  HISTORY     - 1965     MONUMENTED       CGS
 HE1135  HISTORY     - 1966     GOOD             CGS
 HE1135  HISTORY     - 20010405 GOOD             LOCSUR
 HE1135
 HE1135                          STATION DESCRIPTION
 HE1135
 HE1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1135'STATION IS LOCATED IN ARMA, IN THE SOUTH CENTRAL PART OF THE
 HE1135'ARMA CITY PARK, 0.1 MILE WEST OF THE ARMA POST OFFICE, BETWEEN 5TH
 HE1135'AND 6TH STREETS AND ON PROPERTY OWNED BY THE CITY.
 HE1135'
 HE1135'STATION MARK IS A STANDARD DISK, STAMPED ARMA 1964, SET IN TOP
 HE1135'OF A 12 INCH SQUARE CONCRETE POST 1 INCH BELOW THE GROUND SURFACE.
 HE1135'IT IS 127.5 FEET NORTHWEST OF A FIRE HYDRANT, 106.5 FEET
 HE1135'NORTH OF THE CENTERLINE OF WASHINGTON STREET, 101.5 FEET
 HE1135'SOUTH OF A POWER LINE POLE WITH A STREET LAMP AND 71.0 FEET
 HE1135'NORTHEAST OF A 14 INCH TREE.
 HE1135'
 HE1135'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARMA NO 1 1964,
 HE1135'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK, 6 INCHES
 HE1135'EAST OF THE WEST EDGE, FLUSH WITH THE GROUND SURFACE AND AT
 HE1135'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 28.0 FEET
 HE1135'WEST OF THE CENTERLINE OF 5TH STREET AND 11.5 FEET NORTHWEST
 HE1135'OF A POWER LINE POLE.
 HE1135'
 HE1135'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARMA NO 2 1964,
 HE1135'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK, 6 INCHES
 HE1135'SOUTH OF THE NORTH EDGE, FLUSH WITH THE GROUND SURFACE AND
 HE1135'AT ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 42.0 FEET
 HE1135'EAST-NORTHEAST OF A POWER LINE POLE WITH A STREET LAMP, 31.0
 HE1135'FEET NORTH OF THE CENTERLINE OF WASHINGTON STREET AND 18.5
 HE1135'FEET WEST NORTHWEST OF A POWER LINE POLE.
 HE1135'
 HE1135'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ARMA NO 3 1964,
 HE1135'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 HE1135'PATIO AT THE SOUTHEAST CORNER OF THE PARK, FLUSH WITH THE
 HE1135'GROUND SURFACE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE1135'IT IS 38.0 FEET WEST NORTHWEST OF THE SOUTH SIDE OF THE PARK
 HE1135'BULLETIN BOARD, 14.5 FEET NORTH OF THE NORTH EDGE OF THE
 HE1135'SIDEWALK AND 5.0 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 HE1135'THE PATIO.
 HE1135'
 HE1135'AN AZIMUTH MARK WAS NOT SET DUE TO LIMITED VISIBILITY FROM
 HE1135'THE GROUND.
 HE1135'
 HE1135'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE1135
 HE1135                          STATION RECOVERY (1966)
 HE1135
 HE1135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1135'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 HE1135'AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
 HE1135'
 HE1135'THERE IS NO LOCATION SUITABLE FOR AN AZIMUTH MARK.
 HE1135'
 HE1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT ARMA
 HE1135
 HE1135                          STATION RECOVERY (2001)
 HE1135
 HE1135'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KJD)
 HE1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1140 ***********************************************************************
 HE1140  DESIGNATION -  ARMA MUNICIPAL TANK
 HE1140  PID         -  HE1140
 HE1140  STATE/COUNTY-  KS/CRAWFORD
 HE1140  USGS QUAD   -  ARMA (1978)
 HE1140
 HE1140                         *CURRENT SURVEY CONTROL
 HE1140  ___________________________________________________________________
 HE1140* NAD 83(1997)-  37 32 41.15164(N)    094 41 47.26418(W)     ADJUSTED  
 HE1140* NAVD 88     -                                                        
 HE1140  ___________________________________________________________________
 HE1140  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 HE1140  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 HE1140
 HE1140  HORZ ORDER  -  THIRD
 HE1140
 HE1140.The horizontal coordinates were established by classical geodetic methods
 HE1140.and adjusted by the National Geodetic Survey in October 1998..
 HE1140
 HE1140
 HE1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1140
 HE1140.The geoid height was determined by GEOID03.
 HE1140
 HE1140;                    North         East     Units Scale Factor Converg.
 HE1140;SPC KS S     -   504,310.295   736,020.947   MT  0.99995697   +2 20 14.6
 HE1140;UTM  15      - 4,156,659.887   350,133.445   MT  0.99987666   -1 02 02.3
 HE1140
 HE1140                          SUPERSEDED SURVEY CONTROL
 HE1140
 HE1140  NAD 83(1997)-  37 32 41.15803(N)    094 41 47.26441(W) AD(       ) 4
 HE1140  NAD 83(1986)-  37 32 41.16228(N)    094 41 47.25780(W) AD(       ) 4
 HE1140  NAD 27      -  37 32 40.99617(N)    094 41 46.39717(W) AD(       ) 3
 HE1140
 HE1140.Superseded values are not recommended for survey control.
 HE1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1140.See file dsdata.txt to determine how the superseded data were derived.
 HE1140
 HE1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5013356660(NAD 83)
 HE1140_MARKER: 51 = TANK
 HE1140
 HE1140  HISTORY     - Date     Condition        Report By
 HE1140  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1140  HISTORY     - 1939     GOOD             CGS
 HE1140  HISTORY     - 1940     GOOD             CGS
 HE1140  HISTORY     - 1964     GOOD             CGS
 HE1140  HISTORY     - 1965     GOOD             CGS
 HE1140  HISTORY     - 1968     GOOD             CGS
 HE1140  HISTORY     - 19890510 GOOD             NGS
 HE1140  HISTORY     - 20050803 GOOD             GEOCAC
 HE1140
 HE1140                          STATION DESCRIPTION
 HE1140
 HE1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1140'THE STATION IS THE CENTER OF THE MUNICIPAL WATER TANK OF
 HE1140'ARMA, LOCATED IN THE CENTRAL PART OF THE TOWN.  IT IS A BLACK
 HE1140'STEEL TANK, WITH OVAL BASE, VERTICAL SIDES AND CONICAL TOP.
 HE1140'THE YEAR IT WAS ERECTED WAS NOT DETERMINED.
 HE1140
 HE1140                          STATION RECOVERY (1939)
 HE1140
 HE1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HE1140'THIS IS AN INTERSECTION STATION.  POINT OBSERVED UPON WAS
 HE1140'THE FINIAL OF A STEEL WATER TANK, ALUMINUM PAINTED, APPROXIMATELY,
 HE1140'150 FEET HIGH.  PROBABLY A MUNICIPAL TANK.  NOT VISITED.
 HE1140'
 HE1140'OBSERVED UPON FROM TRIANGULATION STATIONS IRWIN, MILO (1934),
 HE1140'METCALF (1934).
 HE1140
 HE1140                          STATION RECOVERY (1940)
 HE1140
 HE1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE1140'STATION IS THE MUNICIPAL WATER TANK AND IS LOCATED ON WASHINGTON
 HE1140'STREET IN THE TOWN OF ARMA.
 HE1140'
 HE1140'THE TANK IS 135 FEET HIGH, PAINTED SILVER AND WAS ERECTED IN
 HE1140'1928.  A SILVER BALL ON TOP IS THE OBJECT SIGHTED UPON.
 HE1140
 HE1140                          STATION RECOVERY (1964)
 HE1140
 HE1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE1140'RECOVERED IN GOOD CONDITION.
 HE1140'
 HE1140'THE RECOVERY NOTE BY K.B.J. IN 1940 IS ADEQUATE WITH THE
 HE1140'FOLLOWING ADDITION-
 HE1140'
 HE1140'LOCATED BETWEEN WASHINGTON AND MAIN STREETS DIRECTLY BEHIND THE
 HE1140'CITY HALL IN THE TOWN OF ARMA.
 HE1140'
 HE1140'ACCORDING TO THE CITY CLERK THE TANK IS IN ITS ORIGINAL
 HE1140'POSITION.
 HE1140
 HE1140                          STATION RECOVERY (1965)
 HE1140
 HE1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1140'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 HE1140
 HE1140                          STATION RECOVERY (1968)
 HE1140
 HE1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HE1140'STATION RECOVERED IN GOOD CONDITION.
 HE1140
 HE1140                          STATION RECOVERY (1989)
 HE1140
 HE1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JEF)
 HE1140'RECOVERED AS PREVIOUSLY DESCRIBED.
 HE1140
 HE1140                          STATION RECOVERY (2005)
 HE1140
 HE1140'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0662 ***********************************************************************
 JH0662  DESIGNATION -  ARNOLD ELEVATOR CO ELEVATOR
 JH0662  PID         -  JH0662
 JH0662  STATE/COUNTY-  KS/NESS
 JH0662  USGS QUAD   -  ARNOLD (1981)
 JH0662
 JH0662                         *CURRENT SURVEY CONTROL
 JH0662  ___________________________________________________________________
 JH0662* NAD 83(1997)-  38 38 27.97126(N)    100 02 46.85524(W)     ADJUSTED  
 JH0662* NAVD 88     -                                                        
 JH0662  ___________________________________________________________________
 JH0662  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JH0662  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 JH0662
 JH0662  HORZ ORDER  -  THIRD
 JH0662
 JH0662.The horizontal coordinates were established by classical geodetic methods
 JH0662.and adjusted by the National Geodetic Survey in October 1998..
 JH0662
 JH0662
 JH0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0662
 JH0662.The geoid height was determined by GEOID03.
 JH0662
 JH0662;                    North         East     Units Scale Factor Converg.
 JH0662;SPC KS S     -   620,258.090   265,375.372   MT  1.00001557   -0 57 01.0
 JH0662;SPC KS N     -    36,178.728   221,852.973   MT  1.00001306   -1 17 41.1
 JH0662;UTM  14      - 4,277,469.893   408,937.768   MT  0.99970211   -0 39 12.3
 JH0662
 JH0662                          SUPERSEDED SURVEY CONTROL
 JH0662
 JH0662  NAD 83(1986)-  38 38 27.97850(N)    100 02 46.85490(W) AD(       ) 4
 JH0662  NAD 27      -  38 38 27.92613(N)    100 02 45.40465(W) AD(       ) 3
 JH0662
 JH0662.Superseded values are not recommended for survey control.
 JH0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0662.See file dsdata.txt to determine how the superseded data were derived.
 JH0662
 JH0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH0893877470(NAD 83)
 JH0662_MARKER: 65 = GRAIN ELEVATOR
 JH0662
 JH0662  HISTORY     - Date     Condition        Report By
 JH0662  HISTORY     - 1964     FIRST OBSERVED   CGS
 JH0662
 JH0662                          STATION DESCRIPTION
 JH0662
 JH0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0662'THE STATION IS LOCATED AT THE NORTH EDGE OF ARNOLD.
 JH0662'
 JH0662'THE STATION IS THE RED LIGHT ON THE SOUTHEAST CORNER OF THE HEADHOUSE
 JH0662'WHICH SET ATOP OF AND IN THE APPROXIMATE CENTER OF A WHITE, CONCRETE
 JH0662'ELEVATOR.  THE OVERALL HEIGHT IS 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0724 ***********************************************************************
 KG0724  DESIGNATION -  ARNOLDY
 KG0724  PID         -  KG0724
 KG0724  STATE/COUNTY-  KS/PHILLIPS
 KG0724  USGS QUAD   -  STUTTGART NE (1973)
 KG0724
 KG0724                         *CURRENT SURVEY CONTROL
 KG0724  ___________________________________________________________________
 KG0724* NAD 83(1997)-  39 58 57.18852(N)    099 21 58.86639(W)     ADJUSTED  
 KG0724* NAVD 88     -       678.     (meters)    2224.     (feet)  SCALED    
 KG0724  ___________________________________________________________________
 KG0724  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 KG0724  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 KG0724
 KG0724  HORZ ORDER  -  FIRST
 KG0724
 KG0724.The horizontal coordinates were established by classical geodetic methods
 KG0724.and adjusted by the National Geodetic Survey in October 1998..
 KG0724
 KG0724.The orthometric height was scaled from a topographic map.
 KG0724
 KG0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0724
 KG0724.The geoid height was determined by GEOID03.
 KG0724
 KG0724;                    North         East     Units Scale Factor Converg.
 KG0724;SPC KS N     -   183,972.963   283,292.209   MT  1.00003839   -0 51 52.2
 KG0724;SPC NE       -    16,767.265   554,123.380   MT  1.00000793   +0 25 11.7
 KG0724;UTM  14      - 4,425,884.962   468,720.327   MT  0.99961204   -0 14 07.5
 KG0724
 KG0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0724!SPC KS N     -   0.99989756  x   1.00003839  =   0.99993595
 KG0724!SPC NE       -   0.99989756  x   1.00000793  =   0.99990549
 KG0724!UTM  14      -   0.99989756  x   0.99961204  =   0.99950964
 KG0724
 KG0724|---------------------------------------------------------------------|
 KG0724| PID    Reference Object                     Distance      Geod. Az  |
 KG0724|                                                           dddmmss.s |
 KG0724| CN7740 ARNOLDY RM 1                         28.503 METERS 04957     |
 KG0724| CN7741 ARNOLDY RM 2                         37.039 METERS 14333     |
 KG0724| KG0802 LONG ISLAND MUNICIPAL TANK          APPROX.14.9 KM 2555237.2 |
 KG0724| CN7739 ARNOLDY AZ MK                                      3585111.5 |
 KG0724|---------------------------------------------------------------------|
 KG0724
 KG0724                          SUPERSEDED SURVEY CONTROL
 KG0724
 KG0724  NAD 83(1997)-  39 58 57.18895(N)    099 21 58.86662(W) AD(       ) 1
 KG0724  NAD 83(1986)-  39 58 57.19286(N)    099 21 58.86749(W) AD(       ) 1
 KG0724  NAD 27      -  39 58 57.15500(N)    099 21 57.51800(W) AD(       ) 1
 KG0724
 KG0724.Superseded values are not recommended for survey control.
 KG0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0724.See file dsdata.txt to determine how the superseded data were derived.
 KG0724
 KG0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK6872025885(NAD 83)
 KG0724_MARKER: DS = TRIANGULATION STATION DISK
 KG0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0724
 KG0724  HISTORY     - Date     Condition        Report By
 KG0724  HISTORY     - 1935     MONUMENTED       CGS
 KG0724  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KG0724
 KG0724                          STATION DESCRIPTION
 KG0724
 KG0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 KG0724'STATION IS 7.9 MILES SOUTH OF ALMA, NEBRASKA, IN THE NORTHEAST
 KG0724'QUARTER OF SEC. 8, T. 1 S., R. 18 W.  IT IS 1-1/2 MILES SOUTH
 KG0724'OF THE KANSAS-NEBRASKA STATE LINE, ONE MILE SOUTH OF THE TURN
 KG0724'IN U.S. HIGHWAY 83, ON LAND OWNED BY MR. J.F. ARNOLDY OF DOWNS,
 KG0724'KANSAS, AND OCCUPIED BY MR. F.W. CHAMBERS WHO LIVES ABOUT 150
 KG0724'YARDS WEST, IS 32 FEET SOUTH OF AN EAST-WEST WIRE FENCE, 101
 KG0724'FEET NORTH OF A NORTHEAST FENCE CORNER, 53 FEET WEST OF A TRACK
 KG0724'ROAD, 68 FEET WEST OF A NORTH-SOUTH WIRE FENCE AND PROJECTS 3
 KG0724'INCHES.
 KG0724'
 KG0724'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION,
 KG0724'2 FEET EAST OF A NORTH-SOUTH WIRE FENCE, 15 FEET EAST OF A
 KG0724'TRACK ROAD, 46 FEET EAST-NORTHEAST OF A SOUTHWEST FENCE CORNER
 KG0724'AND PROJECTS 3 INCHES.
 KG0724'
 KG0724'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION,
 KG0724'IS 3 FEET EAST OF A NORTH-SOUTH WIRE FENCE, 36 FEET EAST OF A
 KG0724'NORTHEAST FENCE CORNER, 20 FEET EAST OF THE CENTERLINE OF A
 KG0724'NORTH-SOUTH ROAD AND PROJECTS 3 INCHES.
 KG0724'
 KG0724'AZIMUTH MARK IS NORTH OF THE STATION, 0.3 MILE NORTH
 KG0724'OF THE STATE LINE, 46 FEET SOUTH OF THE CHICAGO, BURLINGTON AND
 KG0724'QUINCY RAILROAD TRACK, 41 FEET EAST OF THE CENTERLINE OF U.S.
 KG0724'HIGHWAY 83, 8 FEET EAST OF A CONCRETE NORTHWEST FENCE-CORNER
 KG0724'POST MARKING THE RAILROAD RIGHT-OF-WAY, IN THE SOUTH RAILROAD
 KG0724'RIGHT-OF-WAY FENCE LINE AND PROJECTS 3 INCHES.
 KG0724'
 KG0724'STATION IS REACHED FROM ALMA, NEBRASKA- FROM THE INTERSECTION
 KG0724'OF U.S. HIGHWAY 83 AND THE MAIN STREET, BY DRIVING SOUTH ON
 KG0724'HIGHWAY 83 FOR 7.9 MILES TO TOP OF HILL AND STATION.
 KG0724'
 KG0724'A 50-FOOT TOWER CLEARS ALL LINES.
 KG0724'
 KG0724'ELEVATION 2120 FEET.
 KG0724
 KG0724                          STATION RECOVERY (1950)
 KG0724
 KG0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0724'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 KG0724'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KG0724'THE STATION MARK WAS LOWERED 18 INCHES BY REQUEST OF LAND
 KG0724'OWNER.  THE DISTANCE TO R.M. NO. 2 WAS FOUND TO BE IN ERROR.
 KG0724'
 KG0724'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KG0724'
 KG0724'THE STATION IS LOCATED ABOUT 7.9 MILES SOUTH OF ALMA, NEBRASKA,
 KG0724'ABOUT 3.0 MILES EAST OF WOODRUFF, KANSAS AND ABOUT 1.5 MILES
 KG0724'SOUTH OF THE KANSAS-NEBRASKA STATE LINE.  IT IS IN THE EAST
 KG0724'EDGE OF A CULTIVATED FIELD, 55 FEET WEST OF THE CENTER OF A
 KG0724'NORTH-SOUTH ROAD.  IT IS STAMPED ARNOLDY 1935 1950 AND IS 18
 KG0724'INCHES BELOW THE GROUND SURFACE.
 KG0724'
 KG0724'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF A PASTURE, 18 FEET
 KG0724'EAST OF THE CENTER OF ROAD AND 2 FEET EAST OF A NORTH-SOUTH
 KG0724'FENCE LINE.  IT IS STAMPED ARNOLDY NO 1 1935 AND PROJECTS 3
 KG0724'INCHES.
 KG0724'
 KG0724'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF A PASTURE, 19 FEET
 KG0724'EAST OF THE CENTER OF ROAD AND 3 FEET EAST OF A NORTH-SOUTH
 KG0724'FENCE LINE.  IT IS STAMPED ARNOLDY NO 2 1935 AND PROJECTS 3
 KG0724'INCHES.
 KG0724'
 KG0724'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 157.94 FEET.
 KG0724'
 KG0724'THE AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF A CULTIVATED
 KG0724'FIELD, 42 FEET EAST OF THE CENTER OF U.S. HIGHWAYS 183 AND 383,
 KG0724'8 FEET EAST OF A FENCE CORNER, 4 FEET NORTHEAST OF A TELEPHONE
 KG0724'POLE, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 1 FOOT SOUTH
 KG0724'OF A WITNESS POST.  IT IS STAMPED ARNOLDY 1935 AND PROJECTS 2
 KG0724'INCHES.
 KG0724'
 KG0724'TO REACH THE STATION FROM THE POST OFFICE IN WOODRUFF, KANSAS,
 KG0724'GO SOUTH FOR 0.1 MILE TO U.S. HIGHWAY 383, TURN LEFT AND GO
 KG0724'EAST ON U.S. HIGHWAY 383 FOR 3.0 MILES TO POINT WHERE HIGHWAY
 KG0724'TURNS LEFT.  (TURN LEFT FOR 0.1 MILE TO JUNCTION WITH U.S.
 KG0724'HIGHWAY 183, CONTINUE STRAIGHT AHEAD, NORTH, ON U.S. HIGHWAYS 383
 KG0724'AND 183 FOR 0.8 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.)
 KG0724'CONTINUE STRAIGHT AHEAD, EAST, ON DIRT ROAD FOR 0.15 MILE TO
 KG0724'A CROSSROAD, TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 0.9 MILE
 KG0724'TO TOP OF HILL AND STATION ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0764 ***********************************************************************
 KE0764  DESIGNATION -  ARP
 KE0764  PID         -  KE0764
 KE0764  STATE/COUNTY-  KS/SHAWNEE
 KE0764  USGS QUAD   -  GRANTVILLE (1983)
 KE0764
 KE0764                         *CURRENT SURVEY CONTROL
 KE0764  ___________________________________________________________________
 KE0764* NAD 83(1986)-  39 04 11.     (N)    095 37 16.     (W)     SCALED    
 KE0764* NAVD 88     -       267.765  (meters)     878.49   (feet)  ADJUSTED  
 KE0764  ___________________________________________________________________
 KE0764  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KE0764  DYNAMIC HT  -         267.591 (meters)     877.92  (feet)  COMP
 KE0764  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 KE0764
 KE0764  VERT ORDER  -  SECOND    CLASS 0
 KE0764
 KE0764.This mark is at Philip Billard Municipal Airport (TOP)
 KE0764
 KE0764.The horizontal coordinates were scaled from a topographic map and have
 KE0764.an estimated accuracy of +/- 6 seconds.
 KE0764
 KE0764.The orthometric height was determined by differential leveling
 KE0764.and adjusted by the National Geodetic Survey in June 1991..
 KE0764
 KE0764.The geoid height was determined by GEOID03.
 KE0764
 KE0764.The dynamic height is computed by dividing the NAVD 88
 KE0764.geopotential number by the normal gravity value computed on the
 KE0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0764.degrees latitude (g = 980.6199 gals.).
 KE0764
 KE0764.The modeled gravity was interpolated from observed gravity values.
 KE0764
 KE0764;                    North         East    Units  Estimated Accuracy
 KE0764;SPC KS N     -    84,450.      605,840.      MT  (+/- 180 meters Scaled)
 KE0764
 KE0764                          SUPERSEDED SURVEY CONTROL
 KE0764
 KE0764  NGVD 29 (??/??/92)  267.670  (m)          878.18   (f) ADJ UNCH    2 0
 KE0764
 KE0764.Superseded values are not recommended for survey control.
 KE0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0764.See file dsdata.txt to determine how the superseded data were derived.
 KE0764
 KE0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD732277(NAD 83)
 KE0764_MARKER: DT = TOPOGRAPHIC STATION DISK
 KE0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0764_SP_SET: CONCRETE POST
 KE0764_STAMPING: ARP 1963
 KE0764_MARK LOGO: CGS   
 KE0764_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KE0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0764+STABILITY: SURFACE MOTION
 KE0764
 KE0764  HISTORY     - Date     Condition        Report By
 KE0764  HISTORY     - 1963     MONUMENTED       CGS
 KE0764  HISTORY     - 1968     GOOD             NGS
 KE0764  HISTORY     - 1982     POOR             NGS
 KE0764  HISTORY     - 1986     GOOD             NGS
 KE0764  HISTORY     - 19940422 GOOD             NGS
 KE0764
 KE0764                          STATION DESCRIPTION
 KE0764
 KE0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KE0764'2.6 MI NE FROM TOPEKA.
 KE0764'LOCATED AT THE TOPEKA MUNICIPAL AIRPORT, IN THE TRIANGLE OF
 KE0764'GRASS FORMED BY THE INTERSECTION OF RUNWAYS 4-22, 13-31, AND
 KE0764'17-35, NEAR THE EAST CORNER OF THE GRASS TRIANGLE, 377.6 FEET
 KE0764'SOUTHWEST OF RUNWAY LIGHT 6, AND 97.2 FEET NORTHWEST OF RUNWAY
 KE0764'LIGHT 45.  A STANDARD TOPO. DISK SET IN THE TOP OF A SQUARE
 KE0764'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 KE0764
 KE0764                          STATION RECOVERY (1968)
 KE0764
 KE0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KE0764'RECOVERED IN GOOD CONDITION.
 KE0764
 KE0764                          STATION RECOVERY (1982)
 KE0764
 KE0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KE0764'MARK RECOVERED IN POOR CONDITION.
 KE0764
 KE0764                          STATION RECOVERY (1986)
 KE0764
 KE0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0764'RECOVERED IN GOOD CONDITION.
 KE0764
 KE0764                          STATION RECOVERY (1994)
 KE0764
 KE0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 KE0764'THIS STATION IS LOCATED NEAR THE GEOMETRIC CENTER OF THE AIRPORT IN
 KE0764'THE GRASS TRIANGLE FORMED BY THE THREE RUNWAYS.  IT IS ABOUT 400 FT
 KE0764'(121.9 M) SOUTHWEST OF THE INTERSECTIONS OF RUNWAYS 13 AND 22.  IT IS
 KE0764'190.6 FT (58.1 M) NORTHEAST OF THE FOURTH RUNWAY LIGHT SOUTHWEST OF
 KE0764'THE INTERSECTION OF THE RUNWAYS, 101.2 FT (30.8 M) NORTHWEST OF THE
 KE0764'NORTHWEST EDGE OF THE RUNWAY 22 PAVING, 97.1 FT (29.6 M) NORTHWEST OF
 KE0764'THE THIRD RUNWAY LIGHT SOUTHWEST OF THE INTERSECTION.  A STANDARD
 KE0764'TOPOGRAPHIC DISK SET IN THE TOP OF A TEN-INCH CONCRETE POST ONE INCH
 KE0764'BELOW THE GROUND SURFACE AND STAMPED ARP 1963, AND 106 FT (32.3 M) N
 KE0764'OF CENTER OF A CONCRETE DRAIN.  NOTE--THIS STATION HAS BEEN HIT AND IS
 KE0764'SLANTED.  THE STATION WAS REPOSITIONED AND RELEVELED DURING THE 1978
 KE0764'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0345 ***********************************************************************
 JG0345  DESIGNATION -  ARP
 JG0345  PID         -  JG0345
 JG0345  STATE/COUNTY-  KS/ELLIS
 JG0345  USGS QUAD   -  HAYS SOUTH (1983)
 JG0345
 JG0345                         *CURRENT SURVEY CONTROL
 JG0345  ___________________________________________________________________
 JG0345* NAD 83(1986)-  38 50 44.     (N)    099 16 26.     (W)     SCALED    
 JG0345* NAVD 88     -       606.751  (meters)    1990.65   (feet)  ADJUSTED  
 JG0345  ___________________________________________________________________
 JG0345  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 JG0345  DYNAMIC HT  -         606.301 (meters)    1989.17  (feet)  COMP
 JG0345  MODELED GRAV-     979,866.6   (mgal)                       NAVD 88
 JG0345
 JG0345  VERT ORDER  -  SECOND    CLASS 0
 JG0345
 JG0345.This mark is at Hays Municipal Airport (HYS)
 JG0345
 JG0345.The horizontal coordinates were scaled from a topographic map and have
 JG0345.an estimated accuracy of +/- 6 seconds.
 JG0345
 JG0345.The orthometric height was determined by differential leveling
 JG0345.and adjusted by the National Geodetic Survey in June 1991..
 JG0345
 JG0345.The geoid height was determined by GEOID03.
 JG0345
 JG0345.The dynamic height is computed by dividing the NAVD 88
 JG0345.geopotential number by the normal gravity value computed on the
 JG0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0345.degrees latitude (g = 980.6199 gals.).
 JG0345
 JG0345.The modeled gravity was interpolated from observed gravity values.
 JG0345
 JG0345;                    North         East    Units  Estimated Accuracy
 JG0345;SPC KS N     -    57,640.      289,410.      MT  (+/- 180 meters Scaled)
 JG0345
 JG0345                          SUPERSEDED SURVEY CONTROL
 JG0345
 JG0345  NGVD 29 (??/??/92)  606.496  (m)         1989.81   (f) ADJ UNCH    2 0
 JG0345
 JG0345.Superseded values are not recommended for survey control.
 JG0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0345.See file dsdata.txt to determine how the superseded data were derived.
 JG0345
 JG0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH762996(NAD 83)
 JG0345_MARKER: DT = TOPOGRAPHIC STATION DISK
 JG0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0345_STAMPING: ARP 1967
 JG0345_MARK LOGO: CGS   
 JG0345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JG0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0345+STABILITY: SURFACE MOTION
 JG0345
 JG0345  HISTORY     - Date     Condition        Report By
 JG0345  HISTORY     - 1967     MONUMENTED       CGS
 JG0345  HISTORY     - 1971     GOOD             NGS
 JG0345  HISTORY     - 19871130 GOOD             NGS
 JG0345
 JG0345                          STATION DESCRIPTION
 JG0345
 JG0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JG0345'3.7 MI E FROM HAYS.
 JG0345'AT THE HAYS MUNICIPAL AIRPORT, 442.3 FT. SOUTH-SOUTHEAST FROM THE
 JG0345'CENTERLINE INTERSECTION OF RUNWAYS 3-21 AND 16-34, 150.2 FT.
 JG0345'EAST FROM THE CENTER LINE OF RUNWAY 16-34, 87.3 FT. WEST FROM THE
 JG0345'CENTERLINE OF THE NORTH-NORTHWEST, SOUTH-SOUTHEAST 25 FT.
 JG0345'TAXIWAY, 135.7 FT. SOUTHEAST FROM RUNWAY LIGHT NO. 47, 109.5 FT.
 JG0345'NORTHEAST FROM RUNWAY LIGHT NO. 46.  THE MARK IS A STANDARD
 JG0345'TOPOGRAPHIC DISK, STAMPED ARP 1967, SET IN A CONCRETE POST
 JG0345'IMBEDDED FLUSH WITH THE GROUND.
 JG0345
 JG0345                          STATION RECOVERY (1971)
 JG0345
 JG0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JG0345'RECOVERED IN GOOD CONDITION.
 JG0345
 JG0345                          STATION RECOVERY (1987)
 JG0345
 JG0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JG0345'THIS STATION IS LOCATED AT THE HAYS MUNICIPAL AIRPORT, MIDFIELD
 JG0345'BETWEEN THE RUNWAY 16-34 AND THE PARALLEL TAXIWAY.  THE STATION IS
 JG0345'APPROXIMATELY 440 FT (134.1 M) SOUTH OF THE INTERSECTION OF THE MAIN
 JG0345'RUNWAY AND THE SOD RUNWAY.  IT IS 191.6 FT (58.4 M) SOUTHEAST OF THE
 JG0345'2ND RUNWAY LIGHT SOUTH OF THE INTERSECTION, 100.3 FT (30.6 M) EAST OF
 JG0345'THE EAST EDGE OF THE MAIN RUNWAY, 93.2 FT (28.4 M) NORTHEAST OF THE
 JG0345'3RD RUNWAY LIGHT SOUTH OF THE INTERSECTION, 24.6 FT (7.5 M) NORTH OF A
 JG0345'POINT ON LINE CONNECTING THE THIRD RUNWAY LIGHTS ON EACH SIDE OF THE
 JG0345'RUNWAY SOUTH OF THE INTERSECTION AND 87.4 FT (26.6 M) WEST OF THE
 JG0345'CENTERLINE OF THE TAXIWAY THAT PARALLELS THE MAIN RUNWAY.  THE STATION
 JG0345'IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1967 AND IS SET IN THE TOP
 JG0345'OF A CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1496 ***********************************************************************
 HF1496  DESIGNATION -  ARP RESET
 HF1496  PID         -  HF1496
 HF1496  STATE/COUNTY-  KS/SEDGWICK
 HF1496  USGS QUAD   -  WICHITA WEST (1982)
 HF1496
 HF1496                         *CURRENT SURVEY CONTROL
 HF1496  ___________________________________________________________________
 HF1496* NAD 83(1986)-  37 39 07.     (N)    097 25 47.     (W)     SCALED    
 HF1496* NAVD 88     -       403.95   (meters)    1325.3    (feet)  RESET     
 HF1496  ___________________________________________________________________
 HF1496  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 HF1496
 HF1496  VERT ORDER  -  THIRD
 HF1496
 HF1496.This mark is at Wichita Mid-Continent Airport (ICT)
 HF1496
 HF1496.The horizontal coordinates were scaled from a topographic map and have
 HF1496.an estimated accuracy of +/- 6 seconds.
 HF1496
 HF1496.The orthometric height was computed from unverified reset data.
 HF1496
 HF1496.The geoid height was determined by GEOID03.
 HF1496
 HF1496;                    North         East    Units  Estimated Accuracy
 HF1496;SPC KS S     -   509,890.      494,440.      MT  (+/- 180 meters Scaled)
 HF1496
 HF1496                          SUPERSEDED SURVEY CONTROL
 HF1496
 HF1496  NGVD 29 (03/09/04)  403.81   (m)         1324.8    (f) RESET       3  
 HF1496
 HF1496.Superseded values are not recommended for survey control.
 HF1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1496.See file dsdata.txt to determine how the superseded data were derived.
 HF1496
 HF1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG385683(NAD 83)
 HF1496_MARKER: DV = VERTICAL CONTROL DISK
 HF1496_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HF1496+WITH SETTING: PAVEMENT
 HF1496_SP_SET: STORM DRAIN
 HF1496_STAMPING: A R P RESET 1984
 HF1496_MARK LOGO: NGS   
 HF1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1496+STABILITY: SURFACE MOTION
 HF1496
 HF1496  HISTORY     - Date     Condition        Report By
 HF1496  HISTORY     - 1984     MONUMENTED       NGS
 HF1496
 HF1496                          STATION DESCRIPTION
 HF1496
 HF1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HF1496'AT THE WITCHITA MIDCONTINENT AIRPORT, NORTH OF THE WEST END OF THE
 HF1496'TERMINAL BUILDING, IN A GRASSY AREA BETWEEN THE SHORT TERM PARKING
 HF1496'LOT AND THE TAXI-CAB DRIVE, ABOUT MIDWAY THROUGH A CURVE IN THE
 HF1496'TAXI-CAB DRIVE, 76.55 M (251.15 FT) NORTHEAST FROM THE NORTHEAST
 HF1496'CORNER OF THE AIRLINE MAINTENANCE BUILDING, 44.93 M (147.41 FT)
 HF1496'NORTHWEST OF THE NORTHWEST CORNER OF THE OLDER PART OF THE TERMINAL
 HF1496'BUILDING, 4.72 M (15.49 FT) NORTHEAST FROM THE CENTERLINE OF THE
 HF1496'TAXI-CAB DRIVE, AND IS FLUSH WITH THE GROUND AND ON THE SOUTHWEST
 HF1496'EDGE OF THE GRASSY PLOT WHICH SEPARATES THE SHORT TERM PARKING LOT
 HF1496'FROM THE TAXI-CAB DRIVE AND STANDING AREA.  NOTE--THE TERMINAL
 HF1496'BUILDING WILL BE EXTENDED IN 1984, NO REFERENCE TO NEW PART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0899 ***********************************************************************
 HH0899  DESIGNATION -  ARRON 2
 HH0899  PID         -  HH0899
 HH0899  STATE/COUNTY-  KS/GRAY
 HH0899  USGS QUAD   -  CIMARRON (1968)
 HH0899
 HH0899                         *CURRENT SURVEY CONTROL
 HH0899  ___________________________________________________________________
 HH0899* NAD 83(1997)-  37 45 58.24908(N)    100 21 27.43959(W)     ADJUSTED  
 HH0899* NAVD 88     -       819.3    (meters)    2688.     (feet)  VERTCON   
 HH0899  ___________________________________________________________________
 HH0899  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 HH0899  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 HH0899
 HH0899  HORZ ORDER  -  THIRD
 HH0899
 HH0899.The horizontal coordinates were established by classical geodetic methods
 HH0899.and adjusted by the National Geodetic Survey in October 1998..
 HH0899.No horizontal observational check was made to the station.
 HH0899
 HH0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0899
 HH0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0899
 HH0899.The geoid height was determined by GEOID03.
 HH0899
 HH0899;                    North         East     Units Scale Factor Converg.
 HH0899;SPC KS S     -   523,659.394   236,344.546   MT  0.99993940   -1 08 29.6
 HH0899;UTM  14      - 4,180,740.476   380,424.124   MT  0.99977611   -0 49 53.6
 HH0899
 HH0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0899!SPC KS S     -   0.99987552  x   0.99993940  =   0.99981493
 HH0899!UTM  14      -   0.99987552  x   0.99977611  =   0.99965166
 HH0899
 HH0899:                Primary Azimuth Mark                     Grid Az
 HH0899:SPC KS S     -  CIMARRON MUN STANDPIPE                   009 38 40.8
 HH0899:UTM  14      -  CIMARRON MUN STANDPIPE                   009 20 04.8
 HH0899
 HH0899|---------------------------------------------------------------------|
 HH0899| PID    Reference Object                     Distance      Geod. Az  |
 HH0899|                                                           dddmmss.s |
 HH0899| HH0895 CIMARRON MUN STANDPIPE              APPROX. 5.7 KM 0083011.2 |
 HH0899| HH0897 ARRON                                15.828 METERS 02542     |
 HH0899| HH0898 ARRON AZ MK                         APPROX. 0.6 KM 0680500.2 |
 HH0899| CK8843 ARRON 2 RM 3                          9.506 METERS 08853     |
 HH0899| CK8844 ARRON 2 RM 4                          8.820 METERS 26926     |
 HH0899|---------------------------------------------------------------------|
 HH0899
 HH0899                          SUPERSEDED SURVEY CONTROL
 HH0899
 HH0899  NAD 83(1997)-  37 45 58.25577(N)    100 21 27.43820(W) AD(       ) 3
 HH0899  NAD 83(1986)-  37 45 58.25232(N)    100 21 27.43931(W) AD(       ) 3
 HH0899  NAD 27      -  37 45 58.17541(N)    100 21 25.91808(W) AD(       ) 3
 HH0899  NGVD 29 (07/19/86)  818.9    (m)         2687.     (f) VERT ANG       
 HH0899
 HH0899.Superseded values are not recommended for survey control.
 HH0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0899.See file dsdata.txt to determine how the superseded data were derived.
 HH0899
 HH0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG8042480740(NAD 83)
 HH0899_MARKER: DS = TRIANGULATION STATION DISK
 HH0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0899+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 HH0899
 HH0899  HISTORY     - Date     Condition        Report By
 HH0899  HISTORY     - 1979     MONUMENTED       NGS
 HH0899  HISTORY     - 20050425 GOOD             KSDT
 HH0899
 HH0899                          STATION DESCRIPTION
 HH0899
 HH0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HH0899'THE STATION IS ABOUT 10 MILES SOUTHEAST OF INGALLS, 3 MILES SOUTH OF
 HH0899'CIMARRON, 1-1/2 MILES WEST OF STATE HIGHWAY 23 AND IN THE SW 1/4, SEC
 HH0899'23, T26S, R28W ON THE SOUTH RIGHT-OF-WAY OF A GRADED COUNTY ROAD.
 HH0899'
 HH0899'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 HH0899'HIGHWAY 23 AT CIMARRON, GO SOUTH ON HIGHWAY 23 FOR 0.5 MILE TO THE
 HH0899'NORTH END OF A BRIDGE OVER THE ARKANSAS RIVER, CONTINUE SOUTH ON THE
 HH0899'HIGHWAY FOR 0.3 MILE TO A GRADED CROSSROAD.  TURN RIGHT AND GO WEST
 HH0899'FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 1.9
 HH0899'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.15 MILE
 HH0899'TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.3 MILE TO THE STATION ON
 HH0899'THE LEFT.
 HH0899'
 HH0899'STATION MARKS ARE STANDARD DISKS, STAMPED---ARRON 2 1979---.  SURFACE
 HH0899'DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH
 HH0899'WITH THE GROUND.  IT IS 24.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 HH0899'32.2 FEET WEST OF A WITNESS POST, 30.0 FEET EAST OF A WITNESS POST AND
 HH0899'1.0 FOOT NORTH OF A WITNESS POST.  UNDERGROUND DISK IS SET IN AN
 HH0899'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 HH0899'
 HH0899'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---ARRON 2 NO 3 1979---
 HH0899'SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 HH0899'24.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.0 FOOT WEST OF A
 HH0899'WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 HH0899'
 HH0899'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---ARRON 2 NO 4 1979---
 HH0899'SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 HH0899'24.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 1.0 FOOT EAST OF A
 HH0899'WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 HH0899'
 HH0899'AZIMUTH MARK IS A STANDARD DISK, STAMPED---ARRON 1961---SET IN THE
 HH0899'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 HH0899'GROUND.  IT IS 23.0 FEET WEST OF THE CENTERLINE OF A GRADED ROAD, 1.5
 HH0899'FEET SOUTH OF A POWERLINE POLE, 1.0 FOOT WEST OF A WITNESS POST AND IS
 HH0899'ABOUT 4 FEET HIGHER THAN THE ROAD.
 HH0899
 HH0899                          STATION RECOVERY (2005)
 HH0899
 HH0899'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2005
 HH0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1814 ***********************************************************************
 JE1814  DESIGNATION -  ARVONIA
 JE1814  PID         -  JE1814
 JE1814  STATE/COUNTY-  KS/OSAGE
 JE1814  USGS QUAD   -  OSAGE CITY SE (1971)
 JE1814
 JE1814                         *CURRENT SURVEY CONTROL
 JE1814  ___________________________________________________________________
 JE1814* NAD 83(1997)-  38 30 45.14199(N)    095 51 27.88589(W)     ADJUSTED  
 JE1814* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 JE1814  ___________________________________________________________________
 JE1814  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JE1814  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JE1814
 JE1814  HORZ ORDER  -  SECOND
 JE1814
 JE1814.The horizontal coordinates were established by classical geodetic methods
 JE1814.and adjusted by the National Geodetic Survey in October 1998..
 JE1814
 JE1814.The orthometric height was scaled from a topographic map.
 JE1814
 JE1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1814
 JE1814.The geoid height was determined by GEOID03.
 JE1814
 JE1814;                    North         East     Units Scale Factor Converg.
 JE1814;SPC KS S     -   608,135.301   630,417.943   MT  0.99998974   +1 37 25.5
 JE1814;UTM  15      - 4,266,555.948   250,830.402   MT  1.00036464   -1 46 49.4
 JE1814
 JE1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1814!SPC KS S     -   0.99995151  x   0.99998974  =   0.99994125
 JE1814!UTM  15      -   0.99995151  x   1.00036464  =   1.00031613
 JE1814
 JE1814:                Primary Azimuth Mark                     Grid Az
 JE1814:SPC KS S     -  ARVONIA AZ MK 2                          358 53 49.3
 JE1814:UTM  15      -  ARVONIA AZ MK 2                          002 18 04.2
 JE1814
 JE1814|---------------------------------------------------------------------|
 JE1814| PID    Reference Object                     Distance      Geod. Az  |
 JE1814|                                                           dddmmss.s |
 JE1814| CL4210 ARVONIA AZ MK 2                                    0003114.8 |
 JE1814| CL4209 ARVONIA AZ MK                                      0025006.6 |
 JE1814| CL4211 ARVONIA RM 1                         25.688 METERS 08932     |
 JE1814| CL4212 ARVONIA RM 2                          9.128 METERS 18322     |
 JE1814| JE1818 READING MUNICIPAL TANK              APPROX. 8.8 KM 2754045.4 |
 JE1814|---------------------------------------------------------------------|
 JE1814
 JE1814                          SUPERSEDED SURVEY CONTROL
 JE1814
 JE1814  NAD 83(1986)-  38 30 45.14807(N)    095 51 27.88691(W) AD(       ) 2
 JE1814  NAD 27      -  38 30 45.10366(N)    095 51 26.92841(W) AD(       ) 2
 JE1814
 JE1814.Superseded values are not recommended for survey control.
 JE1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1814.See file dsdata.txt to determine how the superseded data were derived.
 JE1814
 JE1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5083066556(NAD 83)
 JE1814_MARKER: DS = TRIANGULATION STATION DISK
 JE1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1814
 JE1814  HISTORY     - Date     Condition        Report By
 JE1814  HISTORY     - 1956     MONUMENTED       CGS
 JE1814  HISTORY     - 1960     GOOD             LOCENG
 JE1814  HISTORY     - 1960     GOOD             CGS
 JE1814
 JE1814                          STATION DESCRIPTION
 JE1814
 JE1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1814'THE STATION IS ABOUT 5 MILES EAST OF READING, 6-1/2 MILES NORTH
 JE1814'OF LEBO, ON THE WEST SIDE OF A GRAVEL ROAD, ON THE ROAD
 JE1814'RIGHT-OF-WAY.  IT IS 37 FEET WEST OF THE CENTERLINE OF THE
 JE1814'GRAVEL ROAD, 3 FEET EAST OF A WIRE FENCE AND 4 FEET SOUTH
 JE1814'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JE1814'IS STAMPED ARVONIA 1956.
 JE1814'
 JE1814'TO REACH THE STATION FROM THE RAILROAD STATION IN READING,
 JE1814'GO NORTH ON A GRAVELED STREET FOR 0.1 MILE TO A T-INTERSECTION.
 JE1814'TURN LEFT AND GO WEST ON A PAVED STREET FOR 0.05 MILE TO A
 JE1814'CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.1
 JE1814'MILE TO STATE HIGHWAY 70.  TURN RIGHT AND GO EAST ON HIGHWAY 70
 JE1814'FOR 5.0 MILES TO A CROSSROAD WITH A SIGN IN THE SOUTHWEST ANGLE
 JE1814'OF THE INTERSECTION READING, LEBO 7 MILES.  TURN RIGHT AND GO
 JE1814'SOUTH ON A GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 JE1814'THE LEFT.  CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.3 MILE
 JE1814'TO THE STATION ON THE RIGHT.
 JE1814'
 JE1814'REFERENCE MARK 1 IS 47 FEET EAST OF THE CENTERLINE OF THE GRAVEL
 JE1814'ROAD AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 3
 JE1814'INCHES AND THE DISK IS STAMPED ARVONIA NO 1 1956.
 JE1814'
 JE1814'REFERENCE MARK 2 IS 39 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 JE1814'ROAD, 1 FOOT EAST OF A WIRE FENCE AND 32 FEET SOUTH OF A WHITE
 JE1814'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JE1814'ARVONIA NO 2 1956.
 JE1814'
 JE1814'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTERLINE OF THE
 JE1814'GRAVEL ROAD, 24 FEET SOUTH OF THE CENTERLINE OF A FIELD DRIVEWAY
 JE1814'AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 3
 JE1814'INCHES AND THE DISK IS STAMPED ARVONIA 1956.
 JE1814'
 JE1814'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE1814
 JE1814                          STATION RECOVERY (1960)
 JE1814
 JE1814'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 JE1814'RECOVERED BY K.E. RECTOR AND ASSOC.
 JE1814'
 JE1814'ALL MARKS ARE IN EXCELLENT CONDITION AS DESCRIBED.  THE HIGHWAY
 JE1814'NUMBER HAS BEEN CHANGED TO NO. 170.
 JE1814
 JE1814                          STATION RECOVERY (1960)
 JE1814
 JE1814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 JE1814'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JE1814'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 JE1814'MARK, SO IT WAS MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 JE1814'
 JE1814'STATION IS LOCATED ABOUT 8 MILE SOUTH OF OSAGE CITY, 6 AND
 JE1814'1/2 MILES NORTH OF LEBO, AND 5 MILES EAST OF READING ON
 JE1814'THE EAST SIDE OF SEC. 4, T 18 S, R 14 E, ON A ROAD RIGHT-OF-WAY,
 JE1814'74 FEET NORTH OF THE NORTH GATE POST IN FENCE, 38 FEET WEST
 JE1814'OF THE CENTER OF GRAVEL ROAD, AND 2 FEET EAST OF A WIRE FENCE
 JE1814'AND A NEW STEEL WITNESS POST SIGN.  THE MARK IS FLUSH WITH
 JE1814'SURFACE OF THE GROUND AND THE DISK IS STAMPED ARVONIA 1956.
 JE1814'
 JE1814'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 JE1814'31 AND 170 AT THE WEST SIDE OF OSAGE CITY, GO SOUTH ON STATE
 JE1814'HIGHWAY 170 FOR 7.8 MILES.  TURN RIGHT AND FOLLOW STATE
 JE1814'HIGHWAY 170 WEST FOR 1.0 MILE TO CROSSROADS.  TURN LEFT AND
 JE1814'GO SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JE1814'CONTINUE SOUTH ON GRAVEL ROAD FOR 0.3 MILE TO THE STATION ON
 JE1814'THE RIGHT AS DESCRIBED.
 JE1814'
 JE1814'REFERENCE MARK NO. 1 IS 84.28 FEET EAST OF THE STATION,
 JE1814'47 FEET EAST OF THE CENTER OF GRAVEL ROAD, 73 FEET NORTH OF
 JE1814'A NORTH GATE POST, AND 1 FOOT WEST OF FENCE.  THE MARK PROJECTS
 JE1814'3 INCHES AND THE DISK IS STAMPED ARVONIA NO 1 1956.
 JE1814'
 JE1814'REFERENCE MARK NO. 2 IS 29.95 FEET SOUTH OF THE STATION, 44 FEET
 JE1814'NORTH OF NORTH GATE POST, 39 FEET WEST OF THE CENTER OF
 JE1814'GRAVEL ROAD, AND 1 FOOT EAST OF FENCE.  THE MARK IS FLUSH WITH
 JE1814'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ARVONIA NO
 JE1814'2 1956.
 JE1814'
 JE1814'AZIMUTH MARK (RESET) IS 0.3 MILE NORTH OF THE STATION, ABOUT
 JE1814'100 YARDS SOUTH-SOUTHEAST OF AN OLD HOUSE, ACROSS THE GRAVEL
 JE1814'ROAD WEST FROM A GATE IN THE EAST RIGHT-OF-WAY FENCE, 39
 JE1814'FEET WEST OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT WEST OF
 JE1814'FENCE AND A NEW STEEL WITNESS POST SIGN.  THE MARK PROJECTS
 JE1814'4 INCHES AND THE DISK IS STAMPED ARVONIA 1956 RESET 1960.
 JE1814'
 JE1814'NOTE- THE AZIMUTH MARK RESET 1960 IS 0.75 FOOT LOWER IN
 JE1814'ELEVATION THAN THE OLD AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0536 ***********************************************************************
 KF0536  DESIGNATION -  ASCO
 KF0536  PID         -  KF0536
 KF0536  STATE/COUNTY-  KS/CLOUD
 KF0536  USGS QUAD   -  AURORA NW (1965)
 KF0536
 KF0536                         *CURRENT SURVEY CONTROL
 KF0536  ___________________________________________________________________
 KF0536* NAD 83(1997)-  39 24 49.54077(N)    097 40 53.43251(W)     ADJUSTED  
 KF0536* NAVD 88     -       493.986  (meters)    1620.69   (feet)  ADJUSTED  
 KF0536  ___________________________________________________________________
 KF0536  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KF0536  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 KF0536  DYNAMIC HT  -         493.673 (meters)    1619.66  (feet)  COMP
 KF0536  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 KF0536
 KF0536  HORZ ORDER  -  SECOND
 KF0536  VERT ORDER  -  SECOND    CLASS 0
 KF0536
 KF0536.The horizontal coordinates were established by classical geodetic methods
 KF0536.and adjusted by the National Geodetic Survey in October 1998..
 KF0536
 KF0536.The orthometric height was determined by differential leveling
 KF0536.and adjusted by the National Geodetic Survey in June 1991..
 KF0536
 KF0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0536
 KF0536.The geoid height was determined by GEOID03.
 KF0536
 KF0536.The dynamic height is computed by dividing the NAVD 88
 KF0536.geopotential number by the normal gravity value computed on the
 KF0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0536.degrees latitude (g = 980.6199 gals.).
 KF0536
 KF0536.The modeled gravity was interpolated from observed gravity values.
 KF0536
 KF0536;                    North         East     Units Scale Factor Converg.
 KF0536;SPC KS N     -   119,989.035   427,427.191   MT  0.99996089   +0 12 05.5
 KF0536;UTM  14      - 4,363,523.027   613,504.481   MT  0.99975862   +0 50 14.0
 KF0536
 KF0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0536!SPC KS N     -   0.99992674  x   0.99996089  =   0.99988763
 KF0536!UTM  14      -   0.99992674  x   0.99975862  =   0.99968538
 KF0536
 KF0536|---------------------------------------------------------------------|
 KF0536| PID    Reference Object                     Distance      Geod. Az  |
 KF0536|                                                           dddmmss.s |
 KF0536| KF0710 ASCO RM 1                            33.449 METERS 08308     |
 KF0536| KF0870 CLOUD                               APPROX. 5.5 KM 1854753.0 |
 KF0536| KF0711 ASCO RM 2                            36.488 METERS 27638     |
 KF0536|---------------------------------------------------------------------|
 KF0536
 KF0536                          SUPERSEDED SURVEY CONTROL
 KF0536
 KF0536  NAD 83(1986)-  39 24 49.54904(N)    097 40 53.43087(W) AD(       ) 2
 KF0536  NAD 27      -  39 24 49.54700(N)    097 40 52.29480(W) AD(       ) 2
 KF0536  NGVD 29 (??/??/92)  493.852  (m)         1620.25   (f) ADJ UNCH    2 0
 KF0536
 KF0536.Superseded values are not recommended for survey control.
 KF0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0536.See file dsdata.txt to determine how the superseded data were derived.
 KF0536
 KF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1350463523(NAD 83)
 KF0536_MARKER: DS = TRIANGULATION STATION DISK
 KF0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0536_STAMPING: ASCO 1960
 KF0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0536+STABILITY: SURFACE MOTION
 KF0536
 KF0536  HISTORY     - Date     Condition        Report By
 KF0536  HISTORY     - 1961     MONUMENTED       CGS
 KF0536  HISTORY     - 1961     GOOD             NGS
 KF0536
 KF0536                          STATION DESCRIPTION
 KF0536
 KF0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 KF0536'THE STATION IS SITUATED NEAR THE NORTH BOUNDARY FENCE, 15.0 FEET
 KF0536'SOUTH OF THE EAST-WEST FENCE AND 2.5 FEET EAST OF A METAL WITNESS
 KF0536'POST WITH SIGN.
 KF0536'
 KF0536'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 KF0536'STAMPED ASCO 1960.  THE SURFACE MARK IS SET IN THE TOP OF A
 KF0536'CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING
 KF0536'4 INCHES ABOVE THE GROUND SURFACE.
 KF0536'
 KF0536'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS, SET IN THE TOPS OF
 KF0536'CYLINDRICAL CONCRETE MONUMENTS WHICH PROJECTS 5 INCHES ABOVE
 KF0536'THE GROUND SURFACE, EACH ONE SITUATED 12 INCHES SOUTH OF THE
 KF0536'NORTH BOUNDARY FENCE.  REFERENCE MARK 1 IS STAMPED, ASCO
 KF0536'NO 1 1960 AND REFERENCE MARK 2 IS STAMPED, ASCO NO 2 1960.
 KF0536'
 KF0536'ALL OBJECTS VISIBLE FROM THE GROUND.
 KF0536
 KF0536                          STATION RECOVERY (1961)
 KF0536
 KF0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KF0536'16 MI NW FROM MILTONVALE.
 KF0536'12 MILES WEST ALONG U.S. HIGHWAY 24 FROM MILTONVALE TO INTERSECTION
 KF0536'WITH U.S. HIGHWAY 81, THENCE 3 MILES NORTH ALONG U.S. HIGHWAY
 KF0536'81 TO A CROSS ROAD AND PAVED ROAD LEADING WEST, THENCE WEST 1
 KF0536'MILE AND INTO THE MILITARY INSTALLATION, 15 FEET SOUTH FROM THE
 KF0536'NORTH BOUNDARY FENCE, 3.6 FEET EAST FROM A METAL WITNESS POST
 KF0536'WITH SIGN, SET IN A CYLINDRICAL TOPPED CONCRETE MONUMENT.
 KF0536'NOTE-- REFERENCE MARKS, STAMPED ASCO NO 1 1960 AND ASCO NO 2 1960,
 KF0536'ARE TO THE EAST AND THE WEST FROM THE STATION, ABOUT 1 1/4 FOOT
 KF0536'SOUTH FROM THE EAST-WEST BOUNDARY FENCE, PROJECTING 6 AND
 KF0536'4-INCHES RESPECTIVELY ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0712 ***********************************************************************
 KG0712  DESIGNATION -  ASH
 KG0712  PID         -  KG0712
 KG0712  STATE/COUNTY-  KS/ROOKS
 KG0712  USGS QUAD   -  KIRWIN SE (1961)
 KG0712
 KG0712                         *CURRENT SURVEY CONTROL
 KG0712  ___________________________________________________________________
 KG0712* NAD 83(1997)-  39 32 18.98108(N)    099 05 45.69562(W)     ADJUSTED  
 KG0712* NAVD 88     -       583.     (meters)    1913.     (feet)  SCALED    
 KG0712  ___________________________________________________________________
 KG0712  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 KG0712  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 KG0712
 KG0712  HORZ ORDER  -  SECOND
 KG0712
 KG0712.The horizontal coordinates were established by classical geodetic methods
 KG0712.and adjusted by the National Geodetic Survey in October 1998..
 KG0712
 KG0712.The orthometric height was scaled from a topographic map.
 KG0712
 KG0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0712
 KG0712.The geoid height was determined by GEOID03.
 KG0712
 KG0712;                    North         East     Units Scale Factor Converg.
 KG0712;SPC KS N     -   134,371.298   305,784.362   MT  0.99996944   -0 41 36.5
 KG0712;UTM  14      - 4,376,553.426   491,748.300   MT  0.99960084   -0 03 40.1
 KG0712
 KG0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0712!SPC KS N     -   0.99991257  x   0.99996944  =   0.99988201
 KG0712!UTM  14      -   0.99991257  x   0.99960084  =   0.99951344
 KG0712
 KG0712|---------------------------------------------------------------------|
 KG0712| PID    Reference Object                     Distance      Geod. Az  |
 KG0712|                                                           dddmmss.s |
 KG0712| CN7743 ASH RM 1                             36.000 METERS 04442     |
 KG0712| KG0659 ALTON MUNICIPAL TANK                APPROX.15.2 KM 1220815.9 |
 KG0712| KG0735 WOODSTON MUNICIPAL TANK             APPROX. 9.4 KM 1804549.1 |
 KG0712| CN7744 ASH RM 2                             28.868 METERS 33154     |
 KG0712| CN7742 ASH AZ MK                                          3342303.6 |
 KG0712| KG0714 KIRWIN MUNICIPAL TANK               APPROX.15.2 KM 3482634.9 |
 KG0712|---------------------------------------------------------------------|
 KG0712
 KG0712                          SUPERSEDED SURVEY CONTROL
 KG0712
 KG0712  NAD 83(1997)-  39 32 18.98699(N)    099 05 45.69702(W) AD(       ) 2
 KG0712  NAD 83(1986)-  39 32 18.98747(N)    099 05 45.69704(W) AD(       ) 2
 KG0712  NAD 27      -  39 32 18.95100(N)    099 05 44.37800(W) AD(       ) 2
 KG0712
 KG0712.Superseded values are not recommended for survey control.
 KG0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0712.See file dsdata.txt to determine how the superseded data were derived.
 KG0712
 KG0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ9174876553(NAD 83)
 KG0712_MARKER: DS = TRIANGULATION STATION DISK
 KG0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0712
 KG0712  HISTORY     - Date     Condition        Report By
 KG0712  HISTORY     - 1950     MONUMENTED       CGS
 KG0712
 KG0712                          STATION DESCRIPTION
 KG0712
 KG0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0712'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH OF WOODSTON AND
 KG0712'ABOUT 2.0 MILES SOUTH OF THE ROOKS-PHILLIPS COUNTY LINE AT THE
 KG0712'NORTHWEST CORNER OF A SMALL ASH GROVE ON LAND OWNED BY MR. OLIVA
 KG0712'OF WOODSTON.  IT IS 50.0 FEET SOUTH OF THE CENTER OF A GRADED
 KG0712'ROAD, 22.0 FEET SOUTH-SOUTHEAST OF A FENCE CORNER AND 4.0 FEET
 KG0712'NORTH OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 KG0712'ASH 1950.
 KG0712'
 KG0712'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION ALONG
 KG0712'THE SOUTH EDGE OF A CULTIVATED FIELD AND IS 32.0 FEET NORTH OF
 KG0712'THE CENTER OF A GRADED ROAD.  IT PROJECTS 4 INCHES AND IS
 KG0712'STAMPED ASH NO 1 1950.
 KG0712'
 KG0712'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION ALONG
 KG0712'THE SOUTH EDGE OF A CULTIVATED FIELD, 32.0 FEET NORTH
 KG0712'OF THE CENTER OF A GRADED ROAD AND 1.5 FEET EAST-NORTHEAST OF A
 KG0712'TELEPHONE POLE.  IT PROJECTS 4 INCHES AND IS STAMPED ASH NO 2
 KG0712'1950.
 KG0712'
 KG0712'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KG0712'2 IS 126.65 FEET.
 KG0712'
 KG0712'THE AZIMUTH MARK IS 79.0 FEET NORTH OF A POWER LINE POLE, 27.0
 KG0712'FEET EAST OF THE CENTER OF A GRADED ROAD, 3.5 FEET EAST-SOUTHEAST
 KG0712'OF A FENCE CORNER AND 2.5 FEET EAST OF A WITNESS POST.  IT
 KG0712'PROJECTS 6 INCHES AND IS STAMPED ASH 1950.
 KG0712'
 KG0712'TO REACH THE STATION FROM THE POST OFFICE IN WOODSTON, GO EAST
 KG0712'ON THE MAIN STREET FOR ABOUT 30 YARDS TO A CROSS-STREET, TURN
 KG0712'LEFT AND GO NORTH ON A GRAVELED STREET FOR 0.15 MILE TO U.S.
 KG0712'HIGHWAY NO. 24, TURN LEFT ON U.S. HIGHWAY NO. 24 AND GO WEST FOR
 KG0712'0.1 MILE TO THE COZY COURT ON THE RIGHT.  HERE TURN RIGHT AND GO
 KG0712'NORTH ON A GRAVELED ROAD FOR 4.85 MILES TO A SCHOOLHOUSE IN
 KG0712'THE SOUTHWEST ANGLE, CONTINUE NORTH ON A GRADED ROAD FOR 1.05
 KG0712'MILES TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 0.25 MILE TO
 KG0712'A SMALL ASH GROVE ON THE RIGHT AND THE STATION AS DESCRIBED.
 KG0712'
 KG0712'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRADED
 KG0712'ROAD FOR 0.25 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH ON A
 KG0712'GRADED ROAD FOR 0.4 MILE TO THE SOUTHWEST CORNER OF A SMALL
 KG0712'PASTURE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 KG0712'
 KG0712'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0849 ***********************************************************************
 HG0849  DESIGNATION -  ASH
 HG0849  PID         -  HG0849
 HG0849  STATE/COUNTY-  KS/BARBER
 HG0849  USGS QUAD   -  DEERHEAD (1973)
 HG0849
 HG0849                         *CURRENT SURVEY CONTROL
 HG0849  ___________________________________________________________________
 HG0849* NAD 83(1997)-  37 08 43.30970(N)    098 57 38.51485(W)     ADJUSTED  
 HG0849* NAVD 88     -       546.44   (+/-2cm)    1792.8    (feet)  VERTCON   
 HG0849  ___________________________________________________________________
 HG0849  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 HG0849  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 HG0849
 HG0849  HORZ ORDER  -  FIRST
 HG0849  VERT ORDER  -  THIRD ? (See Below)
 HG0849
 HG0849.The horizontal coordinates were established by classical geodetic methods
 HG0849.and adjusted by the National Geodetic Survey in October 1998..
 HG0849
 HG0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0849.The vertical order pertains to the NGVD 29 superseded value.
 HG0849
 HG0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0849
 HG0849.The geoid height was determined by GEOID03.
 HG0849
 HG0849;                    North         East     Units Scale Factor Converg.
 HG0849;SPC KS S     -   453,229.917   359,069.746   MT  1.00002606   -0 16 59.2
 HG0849;UTM  14      - 4,110,998.971   503,490.219   MT  0.99960015   +0 01 25.4
 HG0849
 HG0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0849!SPC KS S     -   0.99991866  x   1.00002606  =   0.99994471
 HG0849!UTM  14      -   0.99991866  x   0.99960015  =   0.99951884
 HG0849
 HG0849|---------------------------------------------------------------------|
 HG0849| PID    Reference Object                     Distance      Geod. Az  |
 HG0849|                                                           dddmmss.s |
 HG0849| CK8847 ASH RM 2                             52.023 METERS 12604     |
 HG0849| HG0848 AETNA SOUTHERLAND WELL DERRICK      APPROX. 8.7 KM 1381857.5 |
 HG0849| CK8890 BEACON                                             1431130.9 |
 HG0849| CK8845 ASH AZ MK                                          1860400.5 |
 HG0849| CK8846 ASH RM 1                             31.882 METERS 35940     |
 HG0849|---------------------------------------------------------------------|
 HG0849
 HG0849                          SUPERSEDED SURVEY CONTROL
 HG0849
 HG0849  NAD 83(1997)-  37 08 43.31421(N)    098 57 38.51272(W) AD(       ) 1
 HG0849  NAD 83(1986)-  37 08 43.31393(N)    098 57 38.50689(W) AD(       ) 1
 HG0849  NAD 27      -  37 08 43.21606(N)    098 57 37.13971(W) AD(       ) 1
 HG0849  NGVD 29 (07/19/86)  546.20   (m)         1792.0    (f) LEVELING    3  
 HG0849
 HG0849.Superseded values are not recommended for survey control.
 HG0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0849.See file dsdata.txt to determine how the superseded data were derived.
 HG0849
 HG0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG0349010999(NAD 83)
 HG0849_MARKER: DS = TRIANGULATION STATION DISK
 HG0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0849_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0849
 HG0849  HISTORY     - Date     Condition        Report By
 HG0849  HISTORY     - 1934     MONUMENTED       CGS
 HG0849  HISTORY     - 1972     GOOD             USGS
 HG0849
 HG0849                          STATION DESCRIPTION
 HG0849
 HG0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0849'STATION IS LOCATED ABOUT 0.2 MILE EAST OF THE SOUTHWEST CORNER
 HG0849'OF THE NORTHWEST QUARTER SEC. 28, T. 33 S., R. 15 W.  STATION
 HG0849'IS 175 FEET WEST OF NORTH-SOUTH ROAD, 100 FEET EAST OF EAST
 HG0849'SIDE OF GULCH, IN THE NORTH-SOUTH FENCE LINE.  MARK IS IN THE
 HG0849'SOUTH END OF A SEMI-CIRCULAR AREA FORMED BY THE ROAD CURVING
 HG0849'AWAY FROM THE FENCE TO AVOID GULCH, AND PROJECTS APPROXIMATELY
 HG0849'8 INCHES ABOVE GROUND.
 HG0849'
 HG0849'TO REACH FROM DISTRICT SCHOOL NO. 63 IN DEERHEAD, GO SOUTH
 HG0849'ON MAIN GRAVEL ROAD FOR 7.7 MILES TO SOUTH END OF REVERSE
 HG0849'CURVE IN ROAD AND STATION ON RIGHT JUST NORTH OF GATE IN
 HG0849'FENCE AND JUST EAST OF LARGE DRAW.
 HG0849'
 HG0849'REFERENCE MARK NO. 1 IS LOCATED 70 FEET SOUTH OF CROWN OF
 HG0849'HILL, IN NORTH-SOUTH FENCE LINE, 104.60 FEET NORTH OF STATION,
 HG0849'
 HG0849'REFERENCE MARK NO. 2 IS LOCATED 33 FEET EAST OF CENTERLINE OF
 HG0849'NORTH-SOUTH ROAD, 2 FEET WEST OF NORTH-SOUTH FENCE AND 170.68
 HG0849'FEET SOUTHWEST OF STATION.  BOTH MARKS PROJECT ABOUT
 HG0849'6 INCHES ABOVE GROUND.
 HG0849'
 HG0849'AZIMUTH MARK IS LOCATED ABOUT 2.5 MILES SOUTH OF STATION,
 HG0849'40 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, ON TOP OF BANK.
 HG0849'TO REACH FROM STATION FOLLOW MAIN ROAD SOUTH FOR 2.5 MILES TO
 HG0849'MARK ON RIGHT.
 HG0849'
 HG0849'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HG0849
 HG0849                          STATION RECOVERY (1972)
 HG0849
 HG0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 HG0849'STA. AND REF. MKS. FOUND IN GOOD CONDITION.
 HG0849'
 HG0849'STA. MK. IS 40 FT. W. OF N-S GRAVEL RD. IN FENCE LINE.
 HG0849'
 HG0849'R.M. 1 IS 39 FT. W. OF THE RD. IN FENCE LINE.
 HG0849'
 HG0849'R.M. 2 IS 97 FT. E OF THE N-S GRAVEL RD. AND IN PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0595 ***********************************************************************
 KG0595  DESIGNATION -  ASHER RESET
 KG0595  PID         -  KG0595
 KG0595  STATE/COUNTY-  KS/MITCHELL
 KG0595  USGS QUAD   -  BELOIT (1978)
 KG0595
 KG0595                         *CURRENT SURVEY CONTROL
 KG0595  ___________________________________________________________________
 KG0595* NAD 83(1997)-  39 27 05.82141(N)    098 00 59.90428(W)     ADJUSTED  
 KG0595* NAVD 88     -       456.     (meters)    1496.     (feet)  SCALED    
 KG0595  ___________________________________________________________________
 KG0595  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 KG0595  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 KG0595
 KG0595  HORZ ORDER  -  THIRD
 KG0595
 KG0595.The horizontal coordinates were established by classical geodetic methods
 KG0595.and adjusted by the National Geodetic Survey in October 1998..
 KG0595
 KG0595.The orthometric height was scaled from a topographic map.
 KG0595
 KG0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0595
 KG0595.The geoid height was determined by GEOID03.
 KG0595
 KG0595;                    North         East     Units Scale Factor Converg.
 KG0595;SPC KS N     -   124,143.660   398,567.791   MT  0.99996298   -0 00 37.9
 KG0595;UTM  14      - 4,367,356.341   584,607.714   MT  0.99968813   +0 37 29.6
 KG0595
 KG0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0595!SPC KS N     -   0.99993265  x   0.99996298  =   0.99989563
 KG0595!UTM  14      -   0.99993265  x   0.99968813  =   0.99962080
 KG0595
 KG0595|---------------------------------------------------------------------|
 KG0595| PID    Reference Object                     Distance      Geod. Az  |
 KG0595|                                                           dddmmss.s |
 KG0595| CN7748 ASHER RM 3                           25.121 METERS 08403     |
 KG0595| CN7746 ASHER RM 1                           18.700 METERS 09141     |
 KG0595| KG0593 BELOIT MUNICIPAL TANK               APPROX. 7.9 KM 2804845.5 |
 KG0595| CN7745 ASHER AZ MK                                        3102850.3 |
 KG0595| CN7747 ASHER RM 2                           12.747 METERS 35620     |
 KG0595|---------------------------------------------------------------------|
 KG0595
 KG0595                          SUPERSEDED SURVEY CONTROL
 KG0595
 KG0595  NAD 83(1986)-  39 27 05.82964(N)    098 00 59.90459(W) AD(       ) 3
 KG0595  NAD 27      -  39 27 05.81200(N)    098 00 58.74600(W) AD(       ) 3
 KG0595
 KG0595.Superseded values are not recommended for survey control.
 KG0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0595.See file dsdata.txt to determine how the superseded data were derived.
 KG0595
 KG0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ8460867356(NAD 83)
 KG0595_MARKER: DS = TRIANGULATION STATION DISK
 KG0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0595
 KG0595  HISTORY     - Date     Condition        Report By
 KG0595  HISTORY     - 1950     MONUMENTED       CGS
 KG0595  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KG0595
 KG0595                          STATION DESCRIPTION
 KG0595
 KG0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0595'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 2-1/4 MILES WEST
 KG0595'OF ASHERVILLE AND ABOUT 5 MILES EAST OF BELOIT.  IT IS ABOUT
 KG0595'150 FEET SOUTH OF A STONE HOUSE, 43 FEET SOUTH OF A WITNESS
 KG0595'POST, 23 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 4
 KG0595'FEET EAST OF A POINTED STONE POST.  IT IS STAMPED ASHER 1950
 KG0595'AND PROJECTS 3 INCHES ABOVE THE GROUND.
 KG0595'
 KG0595'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF THE CENTER OF A DIRT
 KG0595'ROAD AND 2 FEET WEST OF A STONE POST.  IT IS STAMPED ASHER NO
 KG0595'1 1950 AND PROJECTS 3 INCHES ABOVE THE GROUND.
 KG0595'
 KG0595'REFERENCE MARK NO. 2 IS 18 FEET NORTH OF THE CENTER OF A DIRT
 KG0595'ROAD, 10 FEET WEST OF THE CENTER OF A DRIVEWAY, 1.5 FEET WEST
 KG0595'OF A WITNESS POST AND 1.5 FEET BELOW THE LEVEL OF THE STATION.
 KG0595'IT IS STAMPED ASHER NO 2 1950 AND PROJECTS 3 INCHES ABOVE THE
 KG0595'GROUND.
 KG0595'
 KG0595'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTER OF A GRAVELED
 KG0595'ROAD, 2.5 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A
 KG0595'NORTH-SOUTH FENCE LINE.  IT IS STAMPED ASHER 1950 AND PROJECTS
 KG0595'3 INCHES ABOVE THE GROUND.  TO REACH FROM THE STATION, GO
 KG0595'WEST 0.3 MILE TO A CROSSROADS, TURN RIGHT, GO NORTH ON GRAVEL
 KG0595'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KG0595'
 KG0595'TO REACH THE STATION FROM ASHERVILLE, FROM THE CROSSROADS ON
 KG0595'U.S. HIGHWAY 24 AT THE HIGH-SCHOOL BUILDING IN THE
 KG0595'NORTHEAST EDGE OF TOWN, GO NORTH, WEST AND NORTH ON U.S.
 KG0595'HIGHWAY 24 FOR 3.3 MILES TO A FORKS WHERE THE HIGHWAY TURNS LEFT,
 KG0595'CONTINUE STRAIGHT AHEAD, NORTH, ON DIRT ROAD 1.3 MILES TO A
 KG0595'CROSSROADS, TURN LEFT AND GO WEST FOR 0.7 MILE TO A STONE
 KG0595'HOUSE ON THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0595'
 KG0595'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KG0595
 KG0595                          STATION RECOVERY (1969)
 KG0595
 KG0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0595'THE STATION SURFACE MARK HAS BEEN DESTROYED.  THE UNDERGROUND MARK
 KG0595'WAS RECOVERED ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND AND
 KG0595'THE MARK WAS IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED
 KG0595'BY FARMING OPERATIONS.  REFERENCE MARK NO. 2 WAS RECOVERED BUT
 KG0595'THE CONCRETE POST HAS BEEN CHIPPED BUT THE MARK SEEMS TO BE IN
 KG0595'GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN
 KG0595'GOOD CONDITION.  THE ANGLE TO REFERENCE MARK NO. 2 FAILED
 KG0595'TO CHECK BY 15 MINUTES 30 SECONDS AND DISTANCE FAILED TO CHECK
 KG0595'BY 0.16 FEET.  THE DIRECTION BETWEEN THE BELOIT, MUNICIPAL WATER
 KG0595'TANK, 1950 AND THE AZIMUTH MARK FAILED TO CHECK BY 5 MINUTES
 KG0595'04.3 SECONDS AND BOTH OBJECTS ARE IN EXCELLENT CONDITION AND
 KG0595'IN ORIGINAL POSITION.  IT IS POSSIBLE AN ERROR CAN BE FOUND IN THE
 KG0595'OLD FIELD NOTES.
 KG0595'
 KG0595'THE UNDERGROUND MARK WAS LOWERED VERTICALLY AND A NEW SURFACE STATION
 KG0595'MARK WAS SET, ALSO REFERENCE MARK NO. 3 WAS SET.
 KG0595'
 KG0595'FOLLOWING IS A NEW DESCRIPTION.
 KG0595'
 KG0595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 124 AND
 KG0595'U.S. HIGHWAY 24 AT THE EAST SIDE OF BELOIT, GO SOUTH ON U.S. HIGHWAY
 KG0595'24 FOR 0.55 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 KG0595'SURFACED ROAD (OLD U.S. 24) FOR 3.7 MILES TO A CROSSROAD.  TURN LEFT
 KG0595'AND GO NORTH ON A GRAVELED ROAD FOR 0.8 MILE TO A SIDE ROAD ON
 KG0595'THE RIGHT.  (CONTINUE NORTH ON THE ROAD FOR 0.35 MILE TO THE
 KG0595'AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO EAST ON A DIRT ROAD
 KG0595'FOR 0.3 MILE TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 KG0595'
 KG0595'STATION MARKS, ARE STANDARD DISK STAMPED ASHER 1950 1969.  THE
 KG0595'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 14
 KG0595'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 19 FEET SOUTH OF THE
 KG0595'CENTER OF THE ROAD.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 KG0595'IRREGULAR MASS OF CONCRETE WHICH IS 3 FEET BELOW THE SURFACE OF
 KG0595'THE GROUND.
 KG0595'
 KG0595'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ASHER NO. 2 1950, IS
 KG0595'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KG0595'SURFACE OF THE GROUND.  IT IS 23 FEET NORTH OF THE CENTER OF THE
 KG0595'ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.
 KG0595'
 KG0595'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ASHER 1950 NO. 3 1969,
 KG0595'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 KG0595'SURFACE OF THE GROUND.  IT IS 11 FEET SOUTH OF THE CENTER OF THE
 KG0595'CENTER OF THE ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KG0595'
 KG0595'AZIMUTH MARK, A STANDARD DISK STAMPED ASHER 1950, IS SET IN THE TOP
 KG0595'OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 20 FEET
 KG0595'EAST OF THE CENTER OF THE ROAD, 1 FOOT WEST OF A NORTH-SOUTH FENCE,
 KG0595'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KG0595'
 KG0595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES EAST
 KG0595'OF BELOIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0501 ***********************************************************************
 HG0501  DESIGNATION -  ASHLAND
 HG0501  PID         -  HG0501
 HG0501  STATE/COUNTY-  KS/CLARK
 HG0501  USGS QUAD   -  ASHLAND (1972)
 HG0501
 HG0501                         *CURRENT SURVEY CONTROL
 HG0501  ___________________________________________________________________
 HG0501* NAD 83(1986)-  37 11 20.     (N)    099 45 56.     (W)     SCALED    
 HG0501* NAVD 88     -       603.508  (meters)    1980.01   (feet)  ADJUSTED  
 HG0501  ___________________________________________________________________
 HG0501  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 HG0501  DYNAMIC HT  -         602.967 (meters)    1978.23  (feet)  COMP
 HG0501  MODELED GRAV-     979,715.6   (mgal)                       NAVD 88
 HG0501
 HG0501  VERT ORDER  -  SECOND    CLASS 0
 HG0501
 HG0501.The horizontal coordinates were scaled from a topographic map and have
 HG0501.an estimated accuracy of +/- 6 seconds.
 HG0501
 HG0501.The orthometric height was determined by differential leveling
 HG0501.and adjusted by the National Geodetic Survey in June 1991..
 HG0501
 HG0501.The geoid height was determined by GEOID03.
 HG0501
 HG0501.The dynamic height is computed by dividing the NAVD 88
 HG0501.geopotential number by the normal gravity value computed on the
 HG0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0501.degrees latitude (g = 980.6199 gals.).
 HG0501
 HG0501.The modeled gravity was interpolated from observed gravity values.
 HG0501
 HG0501;                    North         East    Units  Estimated Accuracy
 HG0501;SPC KS S     -   458,720.      287,630.      MT  (+/- 180 meters Scaled)
 HG0501
 HG0501                          SUPERSEDED SURVEY CONTROL
 HG0501
 HG0501  NGVD 29 (??/??/92)  603.228  (m)         1979.09   (f) ADJ UNCH    2 0
 HG0501
 HG0501.Superseded values are not recommended for survey control.
 HG0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0501.See file dsdata.txt to determine how the superseded data were derived.
 HG0501
 HG0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG320161(NAD 83)
 HG0501_MARKER: DB = BENCH MARK DISK
 HG0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HG0501_SP_SET: BUILDING
 HG0501_STAMPING: ASHLAND 1934
 HG0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0501
 HG0501  HISTORY     - Date     Condition        Report By
 HG0501  HISTORY     - 1934     MONUMENTED       CGS
 HG0501  HISTORY     - 1942     GOOD             NGS
 HG0501  HISTORY     - 1978     GOOD             USAF
 HG0501  HISTORY     - 1978     GOOD             USAF
 HG0501
 HG0501                          STATION DESCRIPTION
 HG0501
 HG0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0501'AT ASHLAND.
 HG0501'AT ASHLAND SET IN WEST FACE OF THE CITIZENS STATE BANK BUILDING,
 HG0501'AT THE CORNER OF MAIN AND EIGHTH STREETS, 4 FEET ABOVE THE
 HG0501'SIDEWALK AND 2 FEET NORTH OF THE WEST ENTRANCE TO THE BUILDING.
 HG0501
 HG0501                          STATION RECOVERY (1942)
 HG0501
 HG0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HG0501'RECOVERED IN GOOD CONDITION.
 HG0501
 HG0501                          STATION RECOVERY (1978)
 HG0501
 HG0501'RECOVERY NOTE BY US AIR FORCE 1978
 HG0501'RECOVERED IN GOOD CONDITION.
 HG0501
 HG0501                          STATION RECOVERY (1978)
 HG0501
 HG0501'RECOVERY NOTE BY US AIR FORCE 1978
 HG0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1042 ***********************************************************************
 HG1042  DESIGNATION -  ASHLAND
 HG1042  PID         -  HG1042
 HG1042  STATE/COUNTY-  KS/CLARK
 HG1042  USGS QUAD   -  ASHLAND (1972)
 HG1042
 HG1042                         *CURRENT SURVEY CONTROL
 HG1042  ___________________________________________________________________
 HG1042* NAD 83(1997)-  37 11 35.07267(N)    099 47 46.56714(W)     ADJUSTED  
 HG1042* NAVD 88     -       637.9    (meters)    2093.     (feet)  VERTCON   
 HG1042  ___________________________________________________________________
 HG1042  X           -    -865,623.747 (meters)                     COMP
 HG1042  Y           -  -5,013,373.548 (meters)                     COMP
 HG1042  Z           -   3,834,853.170 (meters)                     COMP
 HG1042  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 HG1042  ELLIP HEIGHT-         610.51  (meters)          (10/02/98) GPS OBS
 HG1042  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 HG1042
 HG1042  HORZ ORDER  -  SECOND
 HG1042  ELLP ORDER  -  FOURTH    CLASS I
 HG1042
 HG1042.The horizontal coordinates were established by classical geodetic methods
 HG1042.and adjusted by the National Geodetic Survey in October 1998..
 HG1042
 HG1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG1042
 HG1042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG1042
 HG1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1042
 HG1042.The ellipsoidal height was determined by GPS observations
 HG1042.and is referenced to NAD 83.
 HG1042
 HG1042.The geoid height was determined by GEOID03.
 HG1042
 HG1042;                    North         East     Units Scale Factor Converg.
 HG1042;SPC KS S     -   459,224.075   284,911.308   MT  1.00001528   -0 47 47.7
 HG1042;UTM  14      - 4,116,588.102   429,330.071   MT  0.99966152   -0 28 52.9
 HG1042
 HG1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1042!SPC KS S     -   0.99990420  x   1.00001528  =   0.99991948
 HG1042!UTM  14      -   0.99990420  x   0.99966152  =   0.99956576
 HG1042
 HG1042|---------------------------------------------------------------------|
 HG1042| PID    Reference Object                     Distance      Geod. Az  |
 HG1042|                                                           dddmmss.s |
 HG1042| CK8849 ASHLAND RM 1                         10.413 METERS 08734     |
 HG1042| HG0974 ASHLAND MUN WATER TANK              APPROX. 2.9 KM 0885251.0 |
 HG1042| HG0975 ASHLAND CO OP EXCH GRAIN ELEV       APPROX. 3.2 KM 1223454.3 |
 HG1042| CK8848 ASHLAND AZ MK                                      2670437.7 |
 HG1042| CK8850 ASHLAND RM 2                          9.606 METERS 27300     |
 HG1042| HG0978 ASHLAND COMMUNITY TV MAST            50.804 METERS 35702     |
 HG1042|---------------------------------------------------------------------|
 HG1042
 HG1042                          SUPERSEDED SURVEY CONTROL
 HG1042
 HG1042  NAD 83(1997)-  37 11 35.08016(N)    099 47 46.56763(W) AD(       ) 2
 HG1042  NAD 83(1986)-  37 11 35.07087(N)    099 47 46.56387(W) AD(       ) 2
 HG1042  NAD 27      -  37 11 34.97727(N)    099 47 45.09964(W) AD(       ) 2
 HG1042  NGVD 29 (10/18/91)  637.6    (m)         2092.     (f) GPS OBS        
 HG1042
 HG1042.Superseded values are not recommended for survey control.
 HG1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1042.See file dsdata.txt to determine how the superseded data were derived.
 HG1042
 HG1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG2933016588(NAD 83)
 HG1042_MARKER: DT = TOPOGRAPHIC STATION DISK
 HG1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG1042_SP_SET: CONCRETE POST
 HG1042_STAMPING: ASHLAND 1964
 HG1042_MARK LOGO: CGS   
 HG1042_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG1042+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 HG1042
 HG1042  HISTORY     - Date     Condition        Report By
 HG1042  HISTORY     - 1964     MONUMENTED       CGS
 HG1042  HISTORY     - 1964     GOOD             CGS
 HG1042  HISTORY     - 19910327 GOOD             NGS
 HG1042
 HG1042                          STATION DESCRIPTION
 HG1042
 HG1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG1042'THE STATION IS 1-3/4 MILES WEST OF THE CENTER OF ASHLAND, AT THE SITE
 HG1042'OF THE ASHLAND, COMMUNITY TV INC RELAY MAST, AND ON THE NORTH
 HG1042'RIGHT-OF-WAY OF US HIGHWAY 160.
 HG1042'
 HG1042'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND US
 HG1042'HIGHWAY 160, APPROXIMATELY 3 BLOCKS NORTH OF THE BUSINESS DISTRICT
 HG1042'IN ASHLAND, GO WEST ON HIGHWAY 160 FOR 1.7 MILE TO THE TOP OF A
 HG1042'HILL AND THE STATION AND THE RELAY MAST ON THE RIGHT, 0.05 MILE
 HG1042'EAST OF A SIDE ROAD ON THE RIGHT.
 HG1042'
 HG1042'STATION MARKS ARE STANDARD DISKS STAMPED ASHLAND 1964.  THE SURFACE
 HG1042'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 HG1042'IS 74 FEET NORTH OF THE CENTER OF HIGHWAY 160, 33 FEET EAST OF A
 HG1042'TELEPHONE POLE, 7.5 FEET EAST OF THE EAST GATE POST OF A WIRE
 HG1042'GATE, 4 FEET SOUTHWEST OF A METAL WITNESS POST, 2.5 FEET SOUTH OF A
 HG1042'FENCE, AND APPROXIMATELY 45 PACES SOUTH OF THE RELAY MAST.  THE
 HG1042'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 HG1042'BELOW THE SURFACE OF THE GROUND.
 HG1042'
 HG1042'REFERENCE MARK NO 1, A STANDARD DISK STAMPED ASHLAND NO 1 1964, IS
 HG1042'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 75.5
 HG1042'FEET NORTH OF THE CENTER OF HIGHWAY 160, 31 FEET EAST OF THE
 HG1042'WITNESS POST, AND 1 FOOT SOUTH OF THE FENCE.
 HG1042'
 HG1042'REFERENCE MARK NO 2, A STANDARD DISK STAMPED ASHLAND NO 2 1964, IS
 HG1042'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 75 FEET
 HG1042'NORTH OF THE CENTER OF HIGHWAY 160, 2.5 FEET WEST OF THE WEST
 HG1042'GATE POST OF THE WIRE GATE, 1.5 FEET SOUTHEAST OF THE TELEPHONE
 HG1042'POLE, AND 1 FOOT SOUTH OF THE FENCE.
 HG1042'
 HG1042'AZIMUTH MARK, A STANDARD DISK STAMPED ASHLAND 1964, IS SET IN A
 HG1042'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 75 FEET SOUTH
 HG1042'OF THE CENTER OF HIGHWAY 160, 70 FEET WEST OF THE CENTER OF A FIELD
 HG1042'APPROACH ROAD, 2.5 FEET WEST OF A METAL WITNESS POST, 1.5 FEET
 HG1042'EAST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A FENCE.
 HG1042'
 HG1042'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 160
 HG1042'FOR 0.4 MILE TO A FIELD APPROACH ROAD AND THE AZIMUTH MARK ON THE
 HG1042'LEFT.
 HG1042'
 HG1042'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
 HG1042
 HG1042                          STATION RECOVERY (1964)
 HG1042
 HG1042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HG1042'RECOVERED IN GOOD CONDITION.
 HG1042
 HG1042                          STATION RECOVERY (1991)
 HG1042
 HG1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HG1042'THE STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) WEST OF ASHLAND, IN THE
 HG1042'NORTH R-O-W OF U.S. HIGHWAY 160, AT THE SOUTH SIDE OF A RADIO MAST.
 HG1042'OWNERSHIP-KANSAS DEPARTMENR OF TRANSPORTAION.
 HG1042'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND MAIN
 HG1042'STREET IN ASHLAND, GO WEST ON U.S. HIGHWAY 160 FOR 1.8 MI (2.9 KM) TO
 HG1042'THE STATION ON THE RIGHT AT SITE OF A RADIO MAST.
 HG1042'THE STATION IS LOCATED 92.0 FT (28.0 M) WEST OF THE CENTER OF A GRAVEL
 HG1042'ROAD TO THE RADIO MAST, 75.3 FT (23.0 M) NORTH OF CENTERLINE OF U.S.
 HG1042'HIGHWAY 160, 5.6 FT (1.7 M) SOUTEAST OF A POWERLINE POLE, 4.0 FT
 HG1042'(1.2 M) SOUTHWEST OF A METAL WITNESS POST, 2.7 FT (0.8 M) SOUTH OF A
 HG1042'FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0975 ***********************************************************************
 HG0975  DESIGNATION -  ASHLAND CO OP EXCH GRAIN ELEV
 HG0975  PID         -  HG0975
 HG0975  STATE/COUNTY-  KS/CLARK
 HG0975  USGS QUAD   -  ASHLAND (1972)
 HG0975
 HG0975                         *CURRENT SURVEY CONTROL
 HG0975  ___________________________________________________________________
 HG0975* NAD 83(1997)-  37 10 38.73171(N)    099 45 56.41947(W)     ADJUSTED  
 HG0975* NAVD 88     -                                                        
 HG0975  ___________________________________________________________________
 HG0975  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HG0975  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 HG0975
 HG0975  HORZ ORDER  -  THIRD
 HG0975
 HG0975.The horizontal coordinates were established by classical geodetic methods
 HG0975.and adjusted by the National Geodetic Survey in October 1998..
 HG0975
 HG0975
 HG0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0975
 HG0975.The geoid height was determined by GEOID03.
 HG0975
 HG0975;                    North         East     Units Scale Factor Converg.
 HG0975;SPC KS S     -   457,449.999   287,604.066   MT  1.00001874   -0 46 40.0
 HG0975;UTM  14      - 4,114,829.494   432,031.579   MT  0.99965691   -0 27 45.7
 HG0975
 HG0975                          SUPERSEDED SURVEY CONTROL
 HG0975
 HG0975  NAD 83(1997)-  37 10 38.73831(N)    099 45 56.41832(W) AD(       ) 4
 HG0975  NAD 83(1986)-  37 10 38.73042(N)    099 45 56.41712(W) AD(       ) 4
 HG0975  NAD 27      -  37 10 38.63414(N)    099 45 54.95384(W) AD(       ) 3
 HG0975
 HG0975.Superseded values are not recommended for survey control.
 HG0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0975.See file dsdata.txt to determine how the superseded data were derived.
 HG0975
 HG0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG3203214829(NAD 83)
 HG0975_MARKER: 65 = GRAIN ELEVATOR
 HG0975
 HG0975  HISTORY     - Date     Condition        Report By
 HG0975  HISTORY     - 1964     FIRST OBSERVED   CGS
 HG0975
 HG0975                          STATION DESCRIPTION
 HG0975
 HG0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0975'THE STATION IS THE VENTILATOR ATOP THE HEADHOUSE OF THE ELEVATOR,
 HG0975'LOCATED IN THE SOUTH EDGE OF ASHLAND.
 HG0975'
 HG0975'IT IS A LARGE CONCRETE STRUCTURE, PAINTED WHITE, HAS THE LEGEND
 HG0975'ASHLAND COOP ON THE EAST SIDE OF THE HEADHOUSE AND COOP ON THE NORTH
 HG0975'SIDE OF THE HEADHOUSE, AND HAS AN OVERALL HEIGHT OF 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0978 ***********************************************************************
 HG0978  DESIGNATION -  ASHLAND COMMUNITY TV MAST
 HG0978  PID         -  HG0978
 HG0978  STATE/COUNTY-  KS/CLARK
 HG0978  USGS QUAD   -  ASHLAND (1972)
 HG0978
 HG0978                         *CURRENT SURVEY CONTROL
 HG0978  ___________________________________________________________________
 HG0978* NAD 83(1997)-  37 11 36.71842(N)    099 47 46.67393(W)     ADJUSTED  
 HG0978* NAVD 88     -                                                        
 HG0978  ___________________________________________________________________
 HG0978  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 HG0978  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 HG0978
 HG0978  HORZ ORDER  -  THIRD
 HG0978
 HG0978.The horizontal coordinates were established by classical geodetic methods
 HG0978.and adjusted by the National Geodetic Survey in October 1998..
 HG0978
 HG0978
 HG0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0978
 HG0978.The geoid height was determined by GEOID03.
 HG0978
 HG0978;                    North         East     Units Scale Factor Converg.
 HG0978;SPC KS S     -   459,274.843   284,909.380   MT  1.00001518   -0 47 47.8
 HG0978;UTM  14      - 4,116,638.841   429,327.864   MT  0.99966152   -0 28 53.0
 HG0978
 HG0978                          SUPERSEDED SURVEY CONTROL
 HG0978
 HG0978  NAD 83(1997)-  37 11 36.72518(N)    099 47 46.67438(W) AD(       ) 4
 HG0978  NAD 83(1986)-  37 11 36.71669(N)    099 47 46.66923(W) AD(       ) 4
 HG0978  NAD 27      -  37 11 36.61970(N)    099 47 45.19504(W) AD(       ) 3
 HG0978
 HG0978.Superseded values are not recommended for survey control.
 HG0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0978.See file dsdata.txt to determine how the superseded data were derived.
 HG0978
 HG0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG2932816639(NAD 83)
 HG0978
 HG0978  HISTORY     - Date     Condition        Report By
 HG0978  HISTORY     - UNK      MONUMENTED
 HG0978  HISTORY     - 1964     GOOD             CGS
 HG0978  HISTORY     - 1970     GOOD             NGS
 HG0978
 HG0978                          STATION DESCRIPTION
 HG0978
 HG0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0978'THE STATION IS THE RED LIGHT ATOP OF THE MAST OWNED BY MR. JESSE
 HG0978'OSBORNE OF ASHLAND, KANSAS, LOCATED ABOUT 1-3/4 MILES WEST OF
 HG0978'ASHLAND, AND ON THE NORTH SIDE OF US HIGHWAY 160.
 HG0978'
 HG0978'IT IS A SLENDER RED AND WHITE STEEL STRUCTURE, GUYED, AND HAS
 HG0978'AN OVERALL HEIGHT OF 350 FEET.
 HG0978
 HG0978                          STATION RECOVERY (1970)
 HG0978
 HG0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0978'THE STATION WAS RECOVERED AS DESCRIBED BY R. L. SPEER IN 1964 AND
 HG0978'THE DESCRIPTION IS ADEQUATE.  THE NAME OF THIS STATION IN 1964
 HG0978'WAS--ASHLAND, COMMUNITY TV INC., RELAY MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0976 ***********************************************************************
 HG0976  DESIGNATION -  ASHLAND GRIMES HOME GAS MAST
 HG0976  PID         -  HG0976
 HG0976  STATE/COUNTY-  KS/CLARK
 HG0976  USGS QUAD   -  ASHLAND (1972)
 HG0976
 HG0976                         *CURRENT SURVEY CONTROL
 HG0976  ___________________________________________________________________
 HG0976* NAD 83(1997)-  37 10 43.30704(N)    099 46 02.70927(W)     ADJUSTED  
 HG0976* NAVD 88     -                                                        
 HG0976  ___________________________________________________________________
 HG0976  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HG0976  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 HG0976
 HG0976  HORZ ORDER  -  THIRD
 HG0976
 HG0976.The horizontal coordinates were established by classical geodetic methods
 HG0976.and adjusted by the National Geodetic Survey in October 1998..
 HG0976
 HG0976
 HG0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0976
 HG0976.The geoid height was determined by GEOID03.
 HG0976
 HG0976;                    North         East     Units Scale Factor Converg.
 HG0976;SPC KS S     -   457,593.145   287,450.838   MT  1.00001846   -0 46 43.9
 HG0976;UTM  14      - 4,114,971.744   431,877.623   MT  0.99965717   -0 27 49.6
 HG0976
 HG0976                          SUPERSEDED SURVEY CONTROL
 HG0976
 HG0976  NAD 83(1997)-  37 10 43.31398(N)    099 46 02.71026(W) AD(       ) 4
 HG0976  NAD 83(1986)-  37 10 43.30546(N)    099 46 02.70456(W) AD(       ) 4
 HG0976  NAD 27      -  37 10 43.20837(N)    099 46 01.23648(W) AD(       ) 3
 HG0976
 HG0976.Superseded values are not recommended for survey control.
 HG0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0976.See file dsdata.txt to determine how the superseded data were derived.
 HG0976
 HG0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG3187814972(NAD 83)
 HG0976
 HG0976  HISTORY     - Date     Condition        Report By
 HG0976  HISTORY     - 1970     FIRST OBSERVED   NGS
 HG0976
 HG0976                          STATION DESCRIPTION
 HG0976
 HG0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0976'THE STATION IS THE RED LIGHT ON TOP OF THE MAST THAT IS LOCATED
 HG0976'IN THE SOUTHWEST AREA OF ASHLAND, 0.1 MILE NORTH OF THE INTERSECTION
 HG0976'OF HIGHLAND STREET AND SANTAFE STREET, 100 FEET WEST OF HIGHLAND
 HG0976'STREET.  THE MAST IS PAINTED ALTERNATE SECTIONS RED AND WHITE AND
 HG0976'IS 150 HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0977 ***********************************************************************
 HG0977  DESIGNATION -  ASHLAND MUN AIRPORT BEACON
 HG0977  PID         -  HG0977
 HG0977  STATE/COUNTY-  KS/CLARK
 HG0977  USGS QUAD   -  ASHLAND (1972)
 HG0977
 HG0977                         *CURRENT SURVEY CONTROL
 HG0977  ___________________________________________________________________
 HG0977* NAD 83(1997)-  37 10 00.62655(N)    099 46 14.93957(W)     ADJUSTED  
 HG0977* NAVD 88     -                                                        
 HG0977  ___________________________________________________________________
 HG0977  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HG0977  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 HG0977
 HG0977  HORZ ORDER  -  THIRD
 HG0977
 HG0977.The horizontal coordinates were established by classical geodetic methods
 HG0977.and adjusted by the National Geodetic Survey in October 1998..
 HG0977
 HG0977
 HG0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0977
 HG0977.The geoid height was determined by GEOID03.
 HG0977
 HG0977;                    North         East     Units Scale Factor Converg.
 HG0977;SPC KS S     -   456,281.592   287,131.236   MT  1.00002112   -0 46 51.4
 HG0977;UTM  14      - 4,113,658.929   431,565.353   MT  0.99965769   -0 27 56.5
 HG0977
 HG0977                          SUPERSEDED SURVEY CONTROL
 HG0977
 HG0977  NAD 83(1997)-  37 10 00.63336(N)    099 46 14.94058(W) AD(       ) 4
 HG0977  NAD 83(1986)-  37 10 00.62499(N)    099 46 14.93487(W) AD(       ) 4
 HG0977  NAD 27      -  37 10 00.52834(N)    099 46 13.46698(W) AD(       ) 3
 HG0977
 HG0977.Superseded values are not recommended for survey control.
 HG0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0977.See file dsdata.txt to determine how the superseded data were derived.
 HG0977
 HG0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG3156513659(NAD 83)
 HG0977_MARKER: 21 = AIRPORT BEACON
 HG0977
 HG0977  HISTORY     - Date     Condition        Report By
 HG0977  HISTORY     - 1970     FIRST OBSERVED   NGS
 HG0977
 HG0977                          STATION DESCRIPTION
 HG0977
 HG0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0977'THE STATION IS THE REVOLVING BEACON, LOCATED 2 MILES SOUTH OF
 HG0977'ASHLAND, AT THE MAIN HANGAR AT THE ASHLAND MUNICIPAL AIRPORT THAT IS
 HG0977'KNOWN LOCALLY AS KRIER FIELD.  THE BEACON IS ON THE TOP OF A
 HG0977'4-LEGGED STEEL PIPE STRUCTURE THAT IS 20 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0974 ***********************************************************************
 HG0974  DESIGNATION -  ASHLAND MUN WATER TANK
 HG0974  PID         -  HG0974
 HG0974  STATE/COUNTY-  KS/CLARK
 HG0974  USGS QUAD   -  ASHLAND (1972)
 HG0974
 HG0974                         *CURRENT SURVEY CONTROL
 HG0974  ___________________________________________________________________
 HG0974* NAD 83(1997)-  37 11 36.91607(N)    099 45 47.55470(W)     ADJUSTED  
 HG0974* NAVD 88     -                                                        
 HG0974  ___________________________________________________________________
 HG0974  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HG0974  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 HG0974
 HG0974  HORZ ORDER  -  THIRD
 HG0974
 HG0974.The horizontal coordinates were established by classical geodetic methods
 HG0974.and adjusted by the National Geodetic Survey in October 1998..
 HG0974
 HG0974
 HG0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0974
 HG0974.The geoid height was determined by GEOID03.
 HG0974
 HG0974;                    North         East     Units Scale Factor Converg.
 HG0974;SPC KS S     -   459,240.612   287,847.027   MT  1.00001517   -0 46 34.6
 HG0974;UTM  14      - 4,116,620.770   432,264.609   MT  0.99965652   -0 27 41.0
 HG0974
 HG0974                          SUPERSEDED SURVEY CONTROL
 HG0974
 HG0974  NAD 83(1997)-  37 11 36.92363(N)    099 45 47.55631(W) AD(       ) 4
 HG0974  NAD 83(1986)-  37 11 36.91404(N)    099 45 47.54980(W) AD(       ) 4
 HG0974  NAD 27      -  37 11 36.82033(N)    099 45 46.08919(W) AD(       ) 3
 HG0974
 HG0974.Superseded values are not recommended for survey control.
 HG0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0974.See file dsdata.txt to determine how the superseded data were derived.
 HG0974
 HG0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG3226516621(NAD 83)
 HG0974
 HG0974  HISTORY     - Date     Condition        Report By
 HG0974  HISTORY     - UNK      MONUMENTED
 HG0974  HISTORY     - 1964     GOOD             CGS
 HG0974  HISTORY     - 1970     GOOD             NGS
 HG0974
 HG0974                          STATION DESCRIPTION
 HG0974
 HG0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RIS)
 HG0974'THE STATION IS THE BALL ATOP OF THE TANK, LOCATED AT THE CORNER
 HG0974'OF CHESTNUT AND THIRD STREET AT THE NORTHEAST EDGE OF ASHLAND.
 HG0974'
 HG0974'IT IS A FOUR-LEGGED STEEL STRUCTURE WHICH SUPPORTS A CYLINDRICAL
 HG0974'TANK, HAS THE LEGEND ASHLAND ON THE EAST SIDE OF THE TANK, AND HAS
 HG0974'AN OVERALL HEIGHT OF 120 FEET.  THE TANK AND STRUCTURE ARE PAINTED
 HG0974'SILVER.
 HG0974
 HG0974                          STATION RECOVERY (1970)
 HG0974
 HG0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0974'THE STATION WAS RECOVERED AS DESCRIBED BY R.L. SPEER IN 1964 AND
 HG0974'THE DESCRIPTION IS ADEQUATE.  THE NAME OF THIS STATION WAS ASHLAND
 HG0974'MUN WATER TANK IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1330 ***********************************************************************
 HF1330  DESIGNATION -  ASHTON
 HF1330  PID         -  HF1330
 HF1330  STATE/COUNTY-  KS/SUMNER
 HF1330  USGS QUAD   -  ADAMSVILLE (1965)
 HF1330
 HF1330                         *CURRENT SURVEY CONTROL
 HF1330  ___________________________________________________________________
 HF1330* NAD 83(1997)-  37 07 47.74381(N)    097 14 58.30992(W)     ADJUSTED  
 HF1330* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 HF1330  ___________________________________________________________________
 HF1330  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 HF1330  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF1330
 HF1330  HORZ ORDER  -  THIRD
 HF1330
 HF1330.The horizontal coordinates were established by classical geodetic methods
 HF1330.and adjusted by the National Geodetic Survey in October 1998..
 HF1330
 HF1330.The orthometric height was scaled from a topographic map.
 HF1330
 HF1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1330
 HF1330.The geoid height was determined by GEOID03.
 HF1330
 HF1330;                    North         East     Units Scale Factor Converg.
 HF1330;SPC KS S     -   452,160.927   511,116.670   MT  1.00002969   +0 46 06.4
 HF1330;UTM  14      - 4,110,719.965   655,491.102   MT  0.99989784   +1 03 24.6
 HF1330
 HF1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1330!SPC KS S     -   0.99994408  x   1.00002969  =   0.99997377
 HF1330!UTM  14      -   0.99994408  x   0.99989784  =   0.99984192
 HF1330
 HF1330:                Primary Azimuth Mark                     Grid Az
 HF1330:SPC KS S     -  OXFORD TANK                              022 48 28.7
 HF1330:UTM  14      -  OXFORD TANK                              022 31 10.5
 HF1330
 HF1330|---------------------------------------------------------------------|
 HF1330| PID    Reference Object                     Distance      Geod. Az  |
 HF1330|                                                           dddmmss.s |
 HF1330| HF1293 OXFORD TANK                         APPROX.17.7 KM 0233435.1 |
 HF1330| HF1290 OXFORD PARITY MILLS ELEVATOR        APPROX.17.0 KM 0251118.2 |
 HF1330| CL4215 ASHTON RM 2                          13.442 METERS 08156     |
 HF1330| CL4213 ASHTON AZ MK                                       1183327.0 |
 HF1330| CL4214 ASHTON RM 1                          17.262 METERS 35611     |
 HF1330|---------------------------------------------------------------------|
 HF1330
 HF1330                          SUPERSEDED SURVEY CONTROL
 HF1330
 HF1330  NAD 83(1997)-  37 07 47.74626(N)    097 14 58.30564(W) AD(       ) 3
 HF1330  NAD 83(1986)-  37 07 47.75487(N)    097 14 58.30014(W) AD(       ) 3
 HF1330  NAD 27      -  37 07 47.65427(N)    097 14 57.15086(W) AD(       ) 3
 HF1330
 HF1330.Superseded values are not recommended for survey control.
 HF1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1330.See file dsdata.txt to determine how the superseded data were derived.
 HF1330
 HF1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5549110720(NAD 83)
 HF1330_MARKER: DS = TRIANGULATION STATION DISK
 HF1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1330
 HF1330  HISTORY     - Date     Condition        Report By
 HF1330  HISTORY     - 1957     MONUMENTED       CGS
 HF1330
 HF1330                          STATION DESCRIPTION
 HF1330
 HF1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1330'THE STATION IS LOCATED ON THE SOUTH SIDE OF A GRAVELED
 HF1330'EAST-WEST ROAD JUST NORTH OF A LARGE EXCAVATION, AIRLINE ABOUT
 HF1330'3 MILES NORTH OF THE VILLAGE OF ASHTON, 11 MILES
 HF1330'SOUTH-SOUTHWEST OF OXFORD, AND 12 MILES SOUTHEAST OF
 HF1330'WELLINGTON.
 HF1330'
 HF1330'TO REACH THE STATION FROM THE POST OFFICE IN ASHTON GO NORTH
 HF1330'2.9 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH
 HF1330'0.3 MILE TO A CROSS ROAD.  TURN LEFT AND GO WEST 0.55 MILE
 HF1330'TO A LARGE EXCAVATION, A WITNESS POST, AND THE STATION ON
 HF1330'THE LEFT.
 HF1330'
 HF1330'THE STATION MARK IS A STANDARD DISK STAMPED ASHTON 1957 SET
 HF1330'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HF1330'4 INCHES ABOVE THE GROUND.  IT IS 9 FEET EAST OF A
 HF1330'TRIANGULAR-BLAZED 12-INCH TREE, 7 FEET SOUTH OF A WITNESS
 HF1330'POST SET IN A FENCE LINE, 32 FEET SOUTH OF THE CENTERLINE
 HF1330'OF THE ROAD, AND ABOUT 50 FEET NORTH OF THE NORTH EDGE OF
 HF1330'THE EXCAVATION.
 HF1330'
 HF1330'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ASHTON NO
 HF1330'1 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 HF1330'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 25 FEET
 HF1330'NORTH OF THE CENTERLINE OF THE ROAD AND 3 FEET LOWER THAN
 HF1330'THE STATION.
 HF1330'
 HF1330'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ASHTON NO
 HF1330'2 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 HF1330'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 24 FEET SOUTH OF
 HF1330'THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE LINE,
 HF1330'AND 2 FEET LOWER THAN THE STATION.
 HF1330'
 HF1330'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF A GRAVELED
 HF1330'NORTH-SOUTH ROAD AND IS A STANDARD DISK STAMPED ASHTON 1957
 HF1330'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HF1330'5 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A FENCE
 HF1330'LINE, 15 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 26
 HF1330'FEET SOUTH OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1617 ***********************************************************************
 JF1617  DESIGNATION -  ASSARIA MUN WATER TOWER
 JF1617  PID         -  JF1617
 JF1617  STATE/COUNTY-  KS/SALINE
 JF1617  USGS QUAD   -  ASSARIA (1978)
 JF1617
 JF1617                         *CURRENT SURVEY CONTROL
 JF1617  ___________________________________________________________________
 JF1617* NAD 83(1997)-  38 40 39.71022(N)    097 36 19.07141(W)     ADJUSTED  
 JF1617* NAVD 88     -                                                        
 JF1617  ___________________________________________________________________
 JF1617  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 JF1617  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF1617
 JF1617  HORZ ORDER  -  THIRD
 JF1617
 JF1617.The horizontal coordinates were established by classical geodetic methods
 JF1617.and adjusted by the National Geodetic Survey in October 1998..
 JF1617
 JF1617
 JF1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1617
 JF1617.The geoid height was determined by GEOID03.
 JF1617
 JF1617;                    North         East     Units Scale Factor Converg.
 JF1617;SPC KS N     -    38,302.955   434,346.339   MT  1.00000652   +0 14 59.0
 JF1617;UTM  14      - 4,281,934.165   621,318.360   MT  0.99978124   +0 52 18.2
 JF1617
 JF1617                          SUPERSEDED SURVEY CONTROL
 JF1617
 JF1617  NAD 83(1986)-  38 40 39.72031(N)    097 36 19.07201(W) AD(       ) 4
 JF1617  NAD 27      -  38 40 39.70239(N)    097 36 17.94699(W) AD(       ) 3
 JF1617
 JF1617.Superseded values are not recommended for survey control.
 JF1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1617.See file dsdata.txt to determine how the superseded data were derived.
 JF1617
 JF1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2131881934(NAD 83)
 JF1617_MARKER: 55 = TOWER
 JF1617
 JF1617  HISTORY     - Date     Condition        Report By
 JF1617  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1617
 JF1617                          STATION DESCRIPTION
 JF1617
 JF1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1617'THE POINT INTERSECTED IS THE RED LIGHT ON TOP MUNICIPAL WATER
 JF1617'TOWER IN ASSARIA.  IT IS LOCATED ABOUT 100 FEET SOUTH OF FIFTH
 JF1617'STREET, ABOUT HALFWAY BETWEEN HIGHLAND AVENUE AND CENTER AVENUE.
 JF1617'IT IS A CONCRETE TOWER, GRAY IN COLOR AND IS 126 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0312 ***********************************************************************
 JH0312  DESIGNATION -  ASTOR
 JH0312  PID         -  JH0312
 JH0312  STATE/COUNTY-  KS/GREELEY
 JH0312  USGS QUAD   -  TRIBUNE NW (1970)
 JH0312
 JH0312                         *CURRENT SURVEY CONTROL
 JH0312  ___________________________________________________________________
 JH0312* NAD 83(1997)-  38 27 21.88339(N)    101 55 07.57203(W)     ADJUSTED  
 JH0312* NAVD 88     -      1151.239  (meters)    3777.02   (feet)  ADJUSTED  
 JH0312  ___________________________________________________________________
 JH0312  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 JH0312  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 JH0312  DYNAMIC HT  -        1150.191 (meters)    3773.59  (feet)  COMP
 JH0312  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 JH0312
 JH0312  HORZ ORDER  -  FIRST
 JH0312  VERT ORDER  -  SECOND    CLASS 0
 JH0312
 JH0312.The horizontal coordinates were established by classical geodetic methods
 JH0312.and adjusted by the National Geodetic Survey in October 1998..
 JH0312
 JH0312.The orthometric height was determined by differential leveling
 JH0312.and adjusted by the National Geodetic Survey in June 1991..
 JH0312
 JH0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0312
 JH0312.The geoid height was determined by GEOID03.
 JH0312
 JH0312.The dynamic height is computed by dividing the NAVD 88
 JH0312.geopotential number by the normal gravity value computed on the
 JH0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0312.degrees latitude (g = 980.6199 gals.).
 JH0312
 JH0312.The modeled gravity was interpolated from observed gravity values.
 JH0312
 JH0312;                    North         East     Units Scale Factor Converg.
 JH0312;SPC KS S     -   604,073.087   101,663.057   MT  0.99998000   -2 06 03.3
 JH0312;SPC CO S     -   509,395.113 1,226,916.792   MT  1.00000423   +2 11 47.9
 JH0312;SPC CO S     - 1,671,240.47  4,025,309.51   sFT  1.00000423   +2 11 47.9
 JH0312;UTM  14      - 4,260,456.335   245,309.798   MT  1.00039892   -1 48 58.3
 JH0312;UTM  13      - 4,260,918.484   768,869.406   MT  1.00049036   +1 55 02.7
 JH0312
 JH0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0312!SPC KS S     -   0.99982311  x   0.99998000  =   0.99980311
 JH0312!SPC CO S     -   0.99982311  x   1.00000423  =   0.99982734
 JH0312!UTM  14      -   0.99982311  x   1.00039892  =   1.00022196
 JH0312!UTM  13      -   0.99982311  x   1.00049036  =   1.00031338
 JH0312
 JH0312:                Primary Azimuth Mark                     Grid Az
 JH0312:SPC KS S     -  TRIBUNE MUNICIPAL TANK                   085 48 17.2
 JH0312:SPC CO S     -  TRIBUNE MUNICIPAL TANK                   081 30 26.0
 JH0312:UTM  14      -  TRIBUNE MUNICIPAL TANK                   085 31 12.2
 JH0312:UTM  13      -  TRIBUNE MUNICIPAL TANK                   081 47 11.2
 JH0312
 JH0312|---------------------------------------------------------------------|
 JH0312| PID    Reference Object                     Distance      Geod. Az  |
 JH0312|                                                           dddmmss.s |
 JH0312| JH0594 TRIBUNE MUNICIPAL TANK              APPROX.14.4 KM 0834213.9 |
 JH0312| JH0313 ASTOR RM 1                           51.737 METERS 17949     |
 JH0312| JH0314 ASTOR RM 2                           22.752 METERS 27410     |
 JH0312| JJ0768 TOWNER SCHOOL STACK                 APPROX.14.3 KM 2762008.6 |
 JH0312| CM8311 ASTOR AZ MK                                        3573556.9 |
 JH0312|---------------------------------------------------------------------|
 JH0312
 JH0312                          SUPERSEDED SURVEY CONTROL
 JH0312
 JH0312  NAD 83(1997)-  38 27 21.88334(N)    101 55 07.57205(W) AD(       ) 1
 JH0312  NAD 83(1986)-  38 27 21.88361(N)    101 55 07.57066(W) AD(       ) 1
 JH0312  NAD 27      -  38 27 21.82565(N)    101 55 05.93976(W) AD(       ) 1
 JH0312  NGVD 29 (??/??/92) 1150.765  (m)         3775.47   (f) ADJ UNCH    2 0
 JH0312
 JH0312.Superseded values are not recommended for survey control.
 JH0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0312.See file dsdata.txt to determine how the superseded data were derived.
 JH0312
 JH0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH4531060456(NAD 83)
 JH0312_MARKER: DS = TRIANGULATION STATION DISK
 JH0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0312_STAMPING: ASTOR 1934
 JH0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0312+STABILITY: SURFACE MOTION
 JH0312
 JH0312  HISTORY     - Date     Condition        Report By
 JH0312  HISTORY     - 1934     MONUMENTED       CGS
 JH0312  HISTORY     - 1934     GOOD             CGS
 JH0312  HISTORY     - 1940     GOOD             CGS
 JH0312  HISTORY     - 1968     MARK NOT FOUND   CGS
 JH0312  HISTORY     - 1969     MARK NOT FOUND   USGS
 JH0312
 JH0312                          STATION DESCRIPTION
 JH0312
 JH0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JH0312'STATION IS 1-1/4 MILES WSW OF THE TOWN OF ASTOR AND ON A
 JH0312'BROAD UNCULTIVATED RIDGE 0.6 MILE S OF STATE HIGHWAY 96.
 JH0312'IT IS 45 FEET E OF CENTER LINE OF GRADED N AND S SECTION
 JH0312'LINE ROAD, AND 73 FEET E OF W RIGHT-OF-WAY FENCE.  THE MARK
 JH0312'PROJECTS 6 INCHES ABOVE THE GROUND.
 JH0312'
 JH0312'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JH0312'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 JH0312'
 JH0312'REFERENCE MARK NO. 1 PROJECTS 4 INCHES ABOVE THE GROUND
 JH0312'AND IS 44 FEET E OF THE CENTER LINE OF A N AND S ROAD.  IT
 JH0312'IS S OF STATION.
 JH0312'
 JH0312'REFERENCE MARK NO. 2 PROJECTS 4 INCHES ABOVE THE GROUND AND
 JH0312'IS 2 FEET W OF W RIGHT-OF-WAY FENCE.  IT IS W OF THE STATION.
 JH0312'
 JH0312'AZIMUTH MARK PROJECTS 4 INCHES ABOVE THE GROUND, IS 3-1/2
 JH0312'FEET S OF S RIGHT-OF-WAY FENCE, 38 FEET S OF CENTER LINE
 JH0312'OF STATE HIGHWAY 96, 80 FEET WSW OF INTERSECTION OF STATE
 JH0312'HIGHWAY 96 AND GRADED SECTION LINE ROAD, 87 FEET W OF CENTER
 JH0312'LINE OF GRADED ROAD, AND 67 FEET W OF TELEPHONE POLE AT ROAD
 JH0312'INTERSECTION.
 JH0312'
 JH0312'THE STATION IS REACHED FROM ASTOR, BY DRIVING W ON STATE
 JH0312'HIGHWAY 96 FOR A DISTANCE OF 1.0 MILE TO A GRADED N AND S
 JH0312'SECTION LINE ROAD.  GO S ON THIS ROAD 0.6 MILE TO TOP OF
 JH0312'RIDGE AND STATION.
 JH0312'
 JH0312'ALL OBJECTS EXCEPT STATION BONES ARE VISIBLE FROM THE GROUND.
 JH0312'
 JH0312'A 30-FOOT STAND IS NECESSARY TO CLEAR ALL LINES.
 JH0312
 JH0312                          STATION RECOVERY (1934)
 JH0312
 JH0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JH0312'1 MI W FROM ASTOR.
 JH0312'1.0 MILE WEST ALONG STATE HIGHWAY 96 FROM THE GANO GRAIN ELEVATOR
 JH0312'AT ASTOR, GREELEY COUNTY, THENCE 0.6 MILE SOUTH ALONG A
 JH0312'SECTION-LINE ROAD, 790 FEET SOUTH OF THE CORNER OF AN EAST-AND-WEST
 JH0312'QUARTER SECTION-LINE FENCE, 49 FEET EAST OF THE CENTERLINE OF
 JH0312'THE ROAD, AND ABOUT 15 INCHES UNDER GROUND.  A STANDARD
 JH0312'TRIANGULATION-STATION DISK, STAMPED ASTOR 1934 AND SET IN THE
 JH0312'TOP OF A CONCRETE POST.
 JH0312
 JH0312                          STATION RECOVERY (1940)
 JH0312
 JH0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 JH0312'STATION IS 1.6 MILES WSW OF TOWN OF ASTOR.  ON A BROAD RIDGE,
 JH0312'AT THE EDGE OF A CULTIVATED FIELD.
 JH0312'
 JH0312'STATION IS 790 FEET S OF AN E-W 1/4 SECTION LINE FENCE
 JH0312'CORNER, 49 FEET E OF CENTER LINE OF SECTION LINE ROAD.  A
 JH0312'STANDARD TRIANGULATION STATION DISK IN CONCRETE POST 15
 JH0312'INCHES BELOW SURFACE OF GROUND.  STAMPED ASTOR 1934.
 JH0312'
 JH0312'UNDERGROUND MARK IS STANDARD TRIANGULATION STATION DISK IN
 JH0312'CONCRETE, ABOUT 4 FEET BELOW
 JH0312'SURFACE OF GROUND.  STAMPED ASTOR 1934.
 JH0312'
 JH0312'REFERENCE MARK NO. 1 IS SW AND ACROSS THE ROAD FROM STATION,
 JH0312'ABOUT 900 FEET SSW AND ACROSS THE SECTION LINE ROAD FROM A
 JH0312'FENCE CORNER, 116 FEET S OF REFERENCE MARK NO. 2, 24.5 FEET
 JH0312'W OF CENTER LINE OF ROAD.  A STANDARD TRIANGULATION REFERENCE
 JH0312'MARK DISK IN CONCRETE POST FLUSH WITH THE GROUND.  STAMPED
 JH0312'ASTOR NO. 1 1934.
 JH0312'
 JH0312'REFERENCE MARK NO. 2 IS W AND ACROSS THE ROAD FROM STATION,
 JH0312'ABBOUT 790 FEET SSW AND ACROSS THE ROAD FROM A FENCE CORNER,
 JH0312'26 FEET W OF CENTER LINE OF THE ROAD.  STANDARD TRIANGULATION
 JH0312'REFERENCE MARK DISK IN CONCRETE POST PROJECTING 0.2 FOOT.
 JH0312'STAMPED ASTOR NO. 2 1934.
 JH0312'
 JH0312'AZIMUTH MARK IS N OF STATION, IN THE SW CORNER OF THE
 JH0312'T-INTERSECTION OF STATE HIGHWAY 96 WITH THE GRADED SECTION
 JH0312'LINE ROAD, 87 FEET W OF CENTER LINE OF THE SECTION LINE
 JH0312'ROAD, 38 FEET S OF CENTER LINE OF THE HIGHWAY, 3.5 FEET S OF
 JH0312'WIRE FENCE.  STANDARD TRIANGULATION AZIMUTH DISK IN CONCRETE
 JH0312'POST PROJECTING 0.1 FOOT.  STAMPED ASTOR AZIMUTH 1934.
 JH0312'
 JH0312'TO REACH FROM GENO GRAIN ELEVATOR IN ASTOR, PROCEED WESTERLY
 JH0312'ON STATE HIGHWAY 96, GO 1.0 MILE, TURN LEFT (S) ONTO A GRADED
 JH0312'SECTION LINE ROAD AT ITS T-INTERSECTION WITH STATE HIGHWAY
 JH0312'96, GO 0.6 MILE TO THE STATION.
 JH0312'
 JH0312'ALL OBJECTS EXCEPT STATION BONES ARE VISIBLE FROM THE GROUND.
 JH0312
 JH0312                          STATION RECOVERY (1968)
 JH0312
 JH0312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JH0312'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE SEARCHED
 JH0312'FOR BUT NOT FOUND.  AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 JH0312'IT APPEARS THAT THE REFERENCE MARKS WERE DESTROYED BY GRADER
 JH0312'OPERATIONS.  ACCORDING TO MEASUREMENTS FROM THE CENTERLINE
 JH0312'OF THE ROAD, THE STATION MARK SHOULD BE WELL OUT IN A CULTIVATED
 JH0312'FIELD.  IT WAS REPORTED IN THE 1940 DESCRIPTION TO BE ABOUT
 JH0312'15 INCHES BELOW THE SURFACE OF THE GROUND AND IS VERY POSSIBLE
 JH0312'THE MARK IS STILL UNDISTURBED, BUT DUE TO THE LACK OF LOCAL
 JH0312'TIES, THE STATION MARK WAS NOT FOUND.
 JH0312'
 JH0312'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH
 JH0312'MARK.
 JH0312'
 JH0312'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 JH0312'WSW OF TRIBUNE
 JH0312
 JH0312                          STATION RECOVERY (1969)
 JH0312
 JH0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JH0312'STATION MARK IS BURIED AND WAS NOT FOUND.  A MORE INTENSIVE
 JH0312'SEARCH WOULD PROBABLY RECOVER THIS STATION.
 JH0312'
 JH0312'R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0311 ***********************************************************************
 JH0311  DESIGNATION -  ASTOR AZ MK
 JH0311  PID         -  JH0311
 JH0311  STATE/COUNTY-  KS/GREELEY
 JH0311  USGS QUAD   -  TRIBUNE NW (1970)
 JH0311
 JH0311                         *CURRENT SURVEY CONTROL
 JH0311  ___________________________________________________________________
 JH0311* NAD 83(1986)-  38 27 55.     (N)    101 55 10.     (W)     SCALED    
 JH0311* NAVD 88     -      1150.056  (meters)    3773.14   (feet)  ADJUSTED  
 JH0311  ___________________________________________________________________
 JH0311  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 JH0311  DYNAMIC HT  -        1149.010 (meters)    3769.71  (feet)  COMP
 JH0311  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 JH0311
 JH0311  VERT ORDER  -  SECOND    CLASS 0
 JH0311
 JH0311.The horizontal coordinates were scaled from a topographic map and have
 JH0311.an estimated accuracy of +/- 6 seconds.
 JH0311
 JH0311.The orthometric height was determined by differential leveling
 JH0311.and adjusted by the National Geodetic Survey in June 1991..
 JH0311
 JH0311.The geoid height was determined by GEOID03.
 JH0311
 JH0311.The dynamic height is computed by dividing the NAVD 88
 JH0311.geopotential number by the normal gravity value computed on the
 JH0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0311.degrees latitude (g = 980.6199 gals.).
 JH0311
 JH0311.The modeled gravity was interpolated from observed gravity values.
 JH0311
 JH0311;                    North         East    Units  Estimated Accuracy
 JH0311;SPC KS S     -   605,100.      101,640.      MT  (+/- 180 meters Scaled)
 JH0311
 JH0311                          SUPERSEDED SURVEY CONTROL
 JH0311
 JH0311  NGVD 29 (??/??/92) 1149.584  (m)         3771.59   (f) ADJ UNCH    2 0
 JH0311
 JH0311.Superseded values are not recommended for survey control.
 JH0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0311.See file dsdata.txt to determine how the superseded data were derived.
 JH0311
 JH0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH452614(NAD 83)
 JH0311_MARKER: DZ = AZIMUTH MARK DISK
 JH0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0311_STAMPING: ASTOR AZIMUTH 1934
 JH0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0311+STABILITY: SURFACE MOTION
 JH0311
 JH0311  HISTORY     - Date     Condition        Report By
 JH0311  HISTORY     - 1934     MONUMENTED       CGS
 JH0311
 JH0311                          STATION DESCRIPTION
 JH0311
 JH0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0311'1 MI W FROM ASTOR.
 JH0311'1.0 MILE WEST ALONG STATE HIGHWAY 96 FROM THE GANO GRAIN ELEVATOR
 JH0311'AT ASTOR, GREELEY COUNTY, 0.6 MILE NORTH OF TRIANGULATION
 JH0311'STATION ASTOR DESCRIBED BELOW, AT THE T-JUNCTION OF A SECTION-LINE
 JH0311'ROAD LEADING SOUTH, 87 FEET WEST OF THE CENTERLINE OF THE ROAD,
 JH0311'38 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 FEET
 JH0311'SOUTH OF A WIRE FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 JH0311'ASTOR AZIMUTH 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JH0311'0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0313 ***********************************************************************
 JH0313  DESIGNATION -  ASTOR RM 1
 JH0313  PID         -  JH0313
 JH0313  STATE/COUNTY-  KS/GREELEY
 JH0313  USGS QUAD   -  TRIBUNE NW (1970)
 JH0313
 JH0313                         *CURRENT SURVEY CONTROL
 JH0313  ___________________________________________________________________
 JH0313* NAD 83(1986)-  38 27 21.     (N)    101 55 07.     (W)     SCALED    
 JH0313* NAVD 88     -      1151.602  (meters)    3778.21   (feet)  ADJUSTED  
 JH0313  ___________________________________________________________________
 JH0313  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 JH0313  DYNAMIC HT  -        1150.553 (meters)    3774.77  (feet)  COMP
 JH0313  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 JH0313
 JH0313  VERT ORDER  -  SECOND    CLASS 0
 JH0313
 JH0313.The horizontal coordinates were scaled from a topographic map and have
 JH0313.an estimated accuracy of +/- 6 seconds.
 JH0313
 JH0313.The orthometric height was determined by differential leveling
 JH0313.and adjusted by the National Geodetic Survey in June 1991..
 JH0313
 JH0313.The geoid height was determined by GEOID03.
 JH0313
 JH0313.The dynamic height is computed by dividing the NAVD 88
 JH0313.geopotential number by the normal gravity value computed on the
 JH0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0313.degrees latitude (g = 980.6199 gals.).
 JH0313
 JH0313.The modeled gravity was interpolated from observed gravity values.
 JH0313
 JH0313;                    North         East    Units  Estimated Accuracy
 JH0313;SPC KS S     -   604,050.      101,680.      MT  (+/- 180 meters Scaled)
 JH0313
 JH0313                          SUPERSEDED SURVEY CONTROL
 JH0313
 JH0313  NGVD 29 (??/??/92) 1151.128  (m)         3776.66   (f) ADJ UNCH    2 0
 JH0313
 JH0313.Superseded values are not recommended for survey control.
 JH0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0313.See file dsdata.txt to determine how the superseded data were derived.
 JH0313
 JH0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH453604(NAD 83)
 JH0313_MARKER: DR = REFERENCE MARK DISK
 JH0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0313_STAMPING: ASTOR NO 1 1934
 JH0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0313+STABILITY: SURFACE MOTION
 JH0313
 JH0313  HISTORY     - Date     Condition        Report By
 JH0313  HISTORY     - 1934     MONUMENTED       CGS
 JH0313
 JH0313                          STATION DESCRIPTION
 JH0313
 JH0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0313'1 MI W FROM ASTOR.
 JH0313'131.7 FEET SOUTHWEST OF TRIANGULATION STATION ASTOR DESCRIBED
 JH0313'ABOVE, AND 24.5 FEET WEST OF THE CENTERLINE OF THE ROAD.  A
 JH0313'STANDARD REFERENCE-MARK DISK, STAMPED ASTOR NO. 1 1934 AND SET IN
 JH0313'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0314 ***********************************************************************
 JH0314  DESIGNATION -  ASTOR RM 2
 JH0314  PID         -  JH0314
 JH0314  STATE/COUNTY-  KS/GREELEY
 JH0314  USGS QUAD   -  TRIBUNE NW (1970)
 JH0314
 JH0314                         *CURRENT SURVEY CONTROL
 JH0314  ___________________________________________________________________
 JH0314* NAD 83(1986)-  38 27 21.     (N)    101 55 07.     (W)     SCALED    
 JH0314* NAVD 88     -      1151.751  (meters)    3778.70   (feet)  ADJUSTED  
 JH0314  ___________________________________________________________________
 JH0314  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 JH0314  DYNAMIC HT  -        1150.703 (meters)    3775.26  (feet)  COMP
 JH0314  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 JH0314
 JH0314  VERT ORDER  -  SECOND    CLASS 0
 JH0314
 JH0314.The horizontal coordinates were scaled from a topographic map and have
 JH0314.an estimated accuracy of +/- 6 seconds.
 JH0314
 JH0314.The orthometric height was determined by differential leveling
 JH0314.and adjusted by the National Geodetic Survey in June 1991..
 JH0314
 JH0314.The geoid height was determined by GEOID03.
 JH0314
 JH0314.The dynamic height is computed by dividing the NAVD 88
 JH0314.geopotential number by the normal gravity value computed on the
 JH0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0314.degrees latitude (g = 980.6199 gals.).
 JH0314
 JH0314.The modeled gravity was interpolated from observed gravity values.
 JH0314
 JH0314;                    North         East    Units  Estimated Accuracy
 JH0314;SPC KS S     -   604,050.      101,680.      MT  (+/- 180 meters Scaled)
 JH0314
 JH0314                          SUPERSEDED SURVEY CONTROL
 JH0314
 JH0314  NGVD 29 (??/??/92) 1151.277  (m)         3777.15   (f) ADJ UNCH    2 0
 JH0314
 JH0314.Superseded values are not recommended for survey control.
 JH0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0314.See file dsdata.txt to determine how the superseded data were derived.
 JH0314
 JH0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH453604(NAD 83)
 JH0314_MARKER: DR = REFERENCE MARK DISK
 JH0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0314_STAMPING: ASTOR NO 2 1934
 JH0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0314+STABILITY: SURFACE MOTION
 JH0314
 JH0314  HISTORY     - Date     Condition        Report By
 JH0314  HISTORY     - 1934     MONUMENTED       CGS
 JH0314
 JH0314                          STATION DESCRIPTION
 JH0314
 JH0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0314'1 MI W FROM ASTOR.
 JH0314'74.6 FEET WEST OF TRIANGULATION STATION ASTOR DESCRIBED ABOVE,
 JH0314'AND 26 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 JH0314'REFERENCE-MARK DISK, STAMPED ASTOR NO 2 1934 AND SET IN THE TOP
 JH0314'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1727 ***********************************************************************
 KE1727  FBN         -  This is a Federal Base Network Control Station.
 KE1727  PACS        -  This is a Primary Airport Control Station.
 KE1727  DESIGNATION -  ATCHPORT
 KE1727  PID         -  KE1727
 KE1727  STATE/COUNTY-  KS/ATCHISON
 KE1727  USGS QUAD   -  ATCHISON WEST (1978)
 KE1727
 KE1727                         *CURRENT SURVEY CONTROL
 KE1727  ___________________________________________________________________
 KE1727* NAD 83(1997)-  39 34 08.59887(N)    095 10 47.40382(W)     ADJUSTED  
 KE1727* NAVD 88     -       324.96   (meters)    1066.1    (feet)  GPS OBS   
 KE1727  ___________________________________________________________________
 KE1727  X           -    -444,508.419 (meters)                     COMP
 KE1727  Y           -  -4,903,445.021 (meters)                     COMP
 KE1727  Z           -   4,041,403.368 (meters)                     COMP
 KE1727  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 KE1727  ELLIP HEIGHT-         293.27  (meters)          (08/12/03) GPS OBS
 KE1727  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 KE1727
 KE1727  HORZ ORDER  -  B
 KE1727  ELLP ORDER  -  FOURTH    CLASS I
 KE1727
 KE1727.This mark is at Amelia Earhart Airport (K59)
 KE1727
 KE1727.The horizontal coordinates were established by GPS observations
 KE1727.and adjusted by the National Geodetic Survey in December 1997..
 KE1727
 KE1727.The orthometric height was determined by GPS observations and a
 KE1727.high-resolution geoid model.
 KE1727
 KE1727.GPS derived orthometric heights for airport stations designated as
 KE1727.PACS or SACS are published to 2 decimal places.  This maintains
 KE1727.centimeter relative accuracy between the PACS and SACS.  It does
 KE1727.not indicate centimeter accuracy relative to other marks which are
 KE1727.part of the NAVD 88 network.
 KE1727
 KE1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1727
 KE1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1727
 KE1727.The ellipsoidal height was determined by GPS observations
 KE1727.and is referenced to NAD 83.
 KE1727
 KE1727.The geoid height was determined by GEOID03.
 KE1727
 KE1727;                    North         East     Units Scale Factor Converg.
 KE1727;SPC KS N     -   140,954.760   642,285.977   MT  0.99997225   +1 47 03.7
 KE1727;UTM  15      - 4,382,197.882   312,756.976   MT  1.00003167   -1 23 20.3
 KE1727
 KE1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1727!SPC KS N     -   0.99995399  x   0.99997225  =   0.99992624
 KE1727!UTM  15      -   0.99995399  x   1.00003167  =   0.99998566
 KE1727
 KE1727:                Primary Azimuth Mark                     Grid Az
 KE1727:SPC KS N     -  ATCHPORT AZ MK                           350 46 14.9
 KE1727:UTM  15      -  ATCHPORT AZ MK                           353 56 38.9
 KE1727
 KE1727|---------------------------------------------------------------------|
 KE1727| PID    Reference Object                     Distance      Geod. Az  |
 KE1727|                                                           dddmmss.s |
 KE1727| KE1728 ATCHPORT AZ MK                      APPROX. 0.6 KM 3523318.6 |
 KE1727|---------------------------------------------------------------------|
 KE1727
 KE1727                          SUPERSEDED SURVEY CONTROL
 KE1727
 KE1727  ELLIP H (12/22/97)  293.30   (m)                       GP(       ) 4 1
 KE1727  NAD 83(1997)-  39 34 08.59830(N)    095 10 47.40198(W) AD(       ) 3
 KE1727  NGVD 29 (02/23/90)  325.1    (m)         1067.     (f) GPS OBS        
 KE1727
 KE1727.Superseded values are not recommended for survey control.
 KE1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1727.See file dsdata.txt to determine how the superseded data were derived.
 KE1727
 KE1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD1275782198(NAD 83)
 KE1727_MARKER: I = METAL ROD
 KE1727_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KE1727_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KE1727_STAMPING: ATCHPORT 1989
 KE1727_MARK LOGO: NGS   
 KE1727_PROJECTION: FLUSH
 KE1727_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1727+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 KE1727_ROD/PIPE-DEPTH: 11.9 meters
 KE1727_SLEEVE-DEPTH  : 1.00 meters
 KE1727
 KE1727  HISTORY     - Date     Condition        Report By
 KE1727  HISTORY     - 1989     MONUMENTED       NGS
 KE1727  HISTORY     - 19970321 GOOD             NGS
 KE1727  HISTORY     - 20020916 GOOD             NGS
 KE1727  HISTORY     - 20030722 GOOD             NGS
 KE1727
 KE1727                          STATION DESCRIPTION
 KE1727
 KE1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1727'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST OF ATCHISON, AT THE
 KE1727'AMELIA EARHART AIRPORT, IN THE SOUTHWEST CORNER OF THE NORTHERNMOST
 KE1727'ONE OF TWO GRASS STRIPS BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY.
 KE1727'OWNERSHIP--CITY OF ATCHISON, C/O AIRPORT MANAGER FRANK WOODS, 515
 KE1727'KANSAS AVENUE, ATCHISON KS 66002.  PHONE (913)367-3168.
 KE1727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 73 AND
 KE1727'STATE HIGHWAY 7 ON SOUTH SIDE OF ATCHISON, GO NORTH FOR 0.2 KM
 KE1727'(0.10 MI) ON HIGHWAY 7 TO A CROSS STREET.  TURN LEFT AND GO WEST FOR
 KE1727'1.3 KM (0.80 MI) ON HIGHWAY 7 (MAIN STREET) TO THE TURN OF HIGHWAY 7
 KE1727'TO THE NORTH AND A PAVED ROAD AHEAD.  CONTINUE WESTERLY FOR 1.6 KM
 KE1727'(1.00 MI) ON THE PAVED ROAD TO A FORK.  BEAR LEFT AND GO WEST FOR 1.8
 KE1727'KM (1.10 MI) ON THE PAVED ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND
 KE1727'GO NORTHERLY FOR 0.3 KM (0.20 MI) ON THE PAVED ROAD TO A FORK.  BEAR
 KE1727'LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE AIRPORT ENTRANCE ROAD,
 KE1727'PASSING A PAVED ROAD LEFT TO THE AIRPORT OFFICE, TO A PAVED ROAD LEFT
 KE1727'AND A GRAVEL ROAD RIGHT.  TURN LEFT AND GO WEST FOR 30 METERS ON THE
 KE1727'PAVED ROAD TO A GATE.  GO WEST-NORTHWEST FOR 60 METERS PASSING THROUGH
 KE1727'THE GATE AND ACROSS THE APRON TO A CONNECTING TAXIWAY LEFT.  TURN LEFT
 KE1727'AND GO WEST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY, CROSSING A
 KE1727'PARALLEL TAXIWAY, TO THE STATION ON THE RIGHT, JUST BEFORE THE RUNWAY.
 KE1727'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KE1727'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 11.9 METERS IN A GREASE
 KE1727'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KE1727'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KE1727'33.1 M (108.6 FT) WEST FROM THE WEST EDGE OF THE PARALLEL TAXIWAY,
 KE1727'16.2 M (53.1 FT) EAST FROM THE EAST EDGE OF THE RUNWAY AND 15.6 M
 KE1727'(51.2 FT) NORTH FROM THE NORTH EDGE OF THE CONNECTING TAXIWAY.
 KE1727'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 KE1727
 KE1727                          STATION RECOVERY (1997)
 KE1727
 KE1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KE1727'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST OF ATCHISON, AT THE
 KE1727'AMELIA EARHART AIRPORT, NEAR THE SOUTHWEST CORNER OF THE NORTH 1 OF 2
 KE1727'GRASS MEDIANS BETWEEN THE RUNWAY AND PARALLEL TAXI, NORTH OF THE
 KE1727'CENTER 1 OF 3 TAXI/RAMPS, WEST-NORTHWEST OF THE TERMINAL.
 KE1727'OWNERSHIP--CITY OF ATCHISON, C/O AIRPORT MANAGER FRANK SPATZ,
 KE1727'HEARTLAND AVIATION, RR 3 BOX 147C, ATCHISON KS 66002, PHONE
 KE1727'913-367-1872, 816-741-0501.  TO REACH THE STATION FROM THE JUNCTION OF
 KE1727'U.S. HIGHWAYS 59, 73 AND STATE HIGHWAY 7 NEAR THE SOUTH SIDE OF
 KE1727'ATCHISON, GO NORTH FOR 0.24 KM (0.15 MI) ON HIGHWAY 7 TO A CROSS
 KE1727'STREET.  TURN LEFT, WEST FOR 1.3 KM (0.80 MI) ON HIGHWAY 7 (MAIN
 KE1727'STREET) TO WHERE HIGHWAY 7 TURNS NORTH AND A PAVED ROAD AHEAD.
 KE1727'CONTINUE WESTERLY FOR 1.6 KM (1.00 MI) ON THE PAVED ROAD TO A FORK.
 KE1727'BEAR LEFT, WEST FOR 1.8 KM (1.10 MI) ON THE ROAD TO THE AIRPORT
 KE1727'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTHERLY FOR 0.3 KM (0.20
 KE1727'MI) ON THE ENTRANCE ROAD TO A FORK.  BEAR LEFT, NORTH FOR 0.1 KM (0.05
 KE1727'MI) ON THE ENTRANCE ROAD, PASSING A PAVED ROAD LEFT TO THE AIRPORT
 KE1727'OFFICE, TO A PAVED ROAD LEFT AND A GRAVEL ROAD RIGHT. TURN LEFT, WEST
 KE1727'FOR ABOUT 30 M (98.4 FT) ON THE ROAD TO A GATE.  GO WEST-NORTHWEST FOR
 KE1727'ABOUT 60 M (196.8 FT), PASSING THROUGH THE GATE AND ACROSS THE APRON,
 KE1727'TO A TAXI/RAMP LEFT.  TURN LEFT, WEST FOR 0.1 KM (0.05 MI) ON THE
 KE1727'TAXI/RAMP, CROSSING THE PARALLEL TAXI, TO THE STATION ON THE RIGHT,
 KE1727'JUST BEFORE THE RUNWAY.  STATION IS 37.4 M (122.7 FT) WEST OF THE
 KE1727'CENTER OF PARALLEL TAXI, 23.5 M (77.1 FT) EAST OF THE CENTER OF
 KE1727'RUNWAY, 20.2 M (66.3 FT) NORTH OF THE CENTER OF TAXI/RAMP, ABOUT 0.3 M
 KE1727'(1.0 FT) LOWER THAN THE RUNWAY AND FLUSH WITH GROUND.  THE DATUM POINT
 KE1727'IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 11.9 M
 KE1727'(39.0 FT), IN A GREASE FILLED SLEEVE 1.0 1.0 M (3.3 FT) LONG, ENCASED
 KE1727'IN A 5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  ACCESS
 KE1727'TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.  NOTE--THIS STATION
 KE1727'IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 KE1727
 KE1727                          STATION RECOVERY (2002)
 KE1727
 KE1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 KE1727'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS A PRIMARY AIRPORT
 KE1727'CONTROL STATION.
 KE1727'
 KE1727
 KE1727                          STATION RECOVERY (2003)
 KE1727
 KE1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (MR)
 KE1727'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1728 ***********************************************************************
 KE1728  DESIGNATION -  ATCHPORT AZ MK
 KE1728  PID         -  KE1728
 KE1728  STATE/COUNTY-  KS/ATCHISON
 KE1728  USGS QUAD   -  ATCHISON WEST (1978)
 KE1728
 KE1728                         *CURRENT SURVEY CONTROL
 KE1728  ___________________________________________________________________
 KE1728* NAD 83(1997)-  39 34 28.14635(N)    095 10 50.70448(W)     ADJUSTED  
 KE1728* NAVD 88     -       317.1    (meters)    1040.     (feet)  VERTCON   
 KE1728  ___________________________________________________________________
 KE1728  X           -    -444,551.633 (meters)                     COMP
 KE1728  Y           -  -4,903,049.117 (meters)                     COMP
 KE1728  Z           -   4,041,862.864 (meters)                     COMP
 KE1728  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 KE1728  ELLIP HEIGHT-         285.07  (meters)          (10/02/98) GPS OBS
 KE1728  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KE1728
 KE1728  HORZ ORDER  -  THIRD
 KE1728  ELLP ORDER  -  FOURTH    CLASS I
 KE1728
 KE1728.This mark is at Amelia Earhart Airport (K59)
 KE1728
 KE1728.The horizontal coordinates were established by classical geodetic methods
 KE1728.and adjusted by the National Geodetic Survey in October 1998..
 KE1728
 KE1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1728
 KE1728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1728
 KE1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1728
 KE1728.The ellipsoidal height was determined by GPS observations
 KE1728.and is referenced to NAD 83.
 KE1728
 KE1728.The geoid height was determined by GEOID03.
 KE1728
 KE1728;                    North         East     Units Scale Factor Converg.
 KE1728;SPC KS N     -   141,554.856   642,188.469   MT  0.99997278   +1 47 01.6
 KE1728;UTM  15      - 4,382,802.492   312,692.834   MT  1.00003196   -1 23 23.0
 KE1728
 KE1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1728!SPC KS N     -   0.99995528  x   0.99997278  =   0.99992806
 KE1728!UTM  15      -   0.99995528  x   1.00003196  =   0.99998724
 KE1728
 KE1728:                Primary Azimuth Mark                     Grid Az
 KE1728:SPC KS N     -  ATCHPORT                                 170 46 14.9
 KE1728:UTM  15      -  ATCHPORT                                 173 56 39.5
 KE1728
 KE1728|---------------------------------------------------------------------|
 KE1728| PID    Reference Object                     Distance      Geod. Az  |
 KE1728|                                                           dddmmss.s |
 KE1728| KE1727 ATCHPORT                            APPROX. 0.6 KM 1723316.5 |
 KE1728|---------------------------------------------------------------------|
 KE1728
 KE1728                          SUPERSEDED SURVEY CONTROL
 KE1728
 KE1728  NAD 83(1997)-  39 34 28.14567(N)    095 10 50.70262(W) AD(       ) 3
 KE1728  NAD 83(1986)-  39 34 28.14945(N)    095 10 50.70372(W) AD(       ) 3
 KE1728  NAD 83(1986)-  39 34 28.15804(N)    095 10 50.71197(W) AD(       ) 3
 KE1728  NGVD 29 (11/05/90)  317.0    (m)         1040.     (f) GPS OBS        
 KE1728
 KE1728.Superseded values are not recommended for survey control.
 KE1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1728.See file dsdata.txt to determine how the superseded data were derived.
 KE1728
 KE1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD1269382802(NAD 83)
 KE1728_MARKER: I = METAL ROD
 KE1728_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KE1728_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KE1728_STAMPING: ATCHPORT AZ MK 1989
 KE1728_MARK LOGO: NGS   
 KE1728_PROJECTION: FLUSH
 KE1728_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1728+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KE1728_ROD/PIPE-DEPTH: 12.8 meters
 KE1728_SLEEVE-DEPTH  : 01.0 meters
 KE1728
 KE1728  HISTORY     - Date     Condition        Report By
 KE1728  HISTORY     - 1989     MONUMENTED       NGS
 KE1728
 KE1728                          STATION DESCRIPTION
 KE1728
 KE1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1728'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) WEST OF ATCHISON, AT THE
 KE1728'AMELIA EARHART AIRPORT, ALONG THE EAST SIDE AND NEAR THE NORTH END OF
 KE1728'THE RUNWAY.  OWNERSHIP--CITY OF ATCHISON, C/O AIRPORT MANAGER FRANK
 KE1728'WOODS, 515 KANSAS AVENUE, ATCHISON KS 66002.  PHONE (913)367-3168.
 KE1728'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 73 AND
 KE1728'STATE HIGHWAY 7 ON THE SOUTH SIDE OF ATCHISON, GO NORTH FOR 0.2 KM
 KE1728'(0.10 MI) ON HIGHWAY 7 TO A PAVED CROSS STREET.  TURN LEFT AND GO WEST
 KE1728'FOR 1.3 KM (0.80 MI) ON HIGHWAY 7 (MAIN STREET) TO TURN OF HIGHWAY 7
 KE1728'TO THE NORTH AND A PAVED ROAD AHEAD.  GO WESTERLY FOR 1.6 KM
 KE1728'(1.00 MI) ON THE PAVED ROAD TO A FORK.  BEAR LEFT AND GO WEST FOR 1.8
 KE1728'KM (1.10 MI) ON THE PAVED ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND
 KE1728'GO NORTHERLY FOR 0.3 KM (0.20 MI) ON THE PAVED ROAD TO A FORK.  BEAR
 KE1728'LEFT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE AIRPORT ENTRANCE ROAD,
 KE1728'PASSING A PAVED ROAD LEFT TO THE AIRPORT OFFICE, TO A PAVED ROAD LEFT
 KE1728'AND A GRAVEL ROAD RIGHT.  TURN LEFT AND GO WEST FOR 30 METERS ON THE
 KE1728'PAVED ROAD TO A GATE.  GO WEST-NORTHWEST FOR 60 METERS PASSING THROUGH
 KE1728'THE GATE AND ACROSS THE APRON TO A CONNECTING TAXIWAY LEFT.  TURN LEFT
 KE1728'AND GO WEST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY, CROSSING A
 KE1728'PARALLEL TAXIWAY, TO THE RUNWAY.  TURN RIGHT AND GO NORTH FOR 0.6 KM
 KE1728'(0.35 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT, JUST BEFORE A
 KE1728'PAVED TURN-AROUND RIGHT.
 KE1728'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KE1728'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 12.8 METERS IN A GREASE
 KE1728'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KE1728'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KE1728'21.4 M (70.2 FT) SOUTHEAST FROM THE CENTER OF THE NORTH END OF THE
 KE1728'RUNWAY, 11.8 M (38.7 FT) WEST-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 KE1728'THE TURN-AROUND AND 5.9 M (19.4 FT) EAST FROM THE EAST EDGE OF THE
 KE1728'RUNWAY.
 KE1728'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0579 ***********************************************************************
 KG0579  DESIGNATION -  ATHENS RESET
 KG0579  PID         -  KG0579
 KG0579  STATE/COUNTY-  KS/JEWELL
 KG0579  USGS QUAD   -  IONIA (1969)
 KG0579
 KG0579                         *CURRENT SURVEY CONTROL
 KG0579  ___________________________________________________________________
 KG0579* NAD 83(1997)-  39 37 31.05517(N)    098 17 27.78496(W)     ADJUSTED  
 KG0579* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 KG0579  ___________________________________________________________________
 KG0579  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 KG0579  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 KG0579
 KG0579  HORZ ORDER  -  THIRD
 KG0579
 KG0579.The horizontal coordinates were established by classical geodetic methods
 KG0579.and adjusted by the National Geodetic Survey in October 1998..
 KG0579
 KG0579.The orthometric height was scaled from a topographic map.
 KG0579
 KG0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0579
 KG0579.The geoid height was determined by GEOID03.
 KG0579
 KG0579;                    North         East     Units Scale Factor Converg.
 KG0579;SPC KS N     -   143,465.622   375,011.272   MT  0.99997818   -0 11 02.9
 KG0579;UTM  14      - 4,386,409.849   560,845.410   MT  0.99964558   +0 27 07.8
 KG0579
 KG0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0579!SPC KS N     -   0.99992676  x   0.99997818  =   0.99990494
 KG0579!UTM  14      -   0.99992676  x   0.99964558  =   0.99957237
 KG0579
 KG0579:                Primary Azimuth Mark                     Grid Az
 KG0579:SPC KS N     -  GLEN ELDER MUNICIPAL STANDPIPE           187 29 54.7
 KG0579:UTM  14      -  GLEN ELDER MUNICIPAL STANDPIPE           186 51 44.0
 KG0579
 KG0579|---------------------------------------------------------------------|
 KG0579| PID    Reference Object                     Distance      Geod. Az  |
 KG0579|                                                           dddmmss.s |
 KG0579| KG0621 GLEN ELDER MUNICIPAL STANDPIPE      APPROX.14.1 KM 1871851.8 |
 KG0579| CN7751 ATHENS RM 2                          13.655 METERS 26907     |
 KG0579| CN7752 ATHENS RM 3                          13.595 METERS 26930     |
 KG0579| CN7749 ATHENS AZ MK                                       2720325.1 |
 KG0579| CN7750 ATHENS RM 1                          16.568 METERS 35852     |
 KG0579|---------------------------------------------------------------------|
 KG0579
 KG0579                          SUPERSEDED SURVEY CONTROL
 KG0579
 KG0579  NAD 83(1997)-  39 37 31.06126(N)    098 17 27.78534(W) AD(       ) 3
 KG0579  NAD 83(1986)-  39 37 31.06231(N)    098 17 27.78549(W) AD(       ) 3
 KG0579  NAD 27      -  39 37 31.02700(N)    098 17 26.59100(W) AD(       ) 3
 KG0579
 KG0579.Superseded values are not recommended for survey control.
 KG0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0579.See file dsdata.txt to determine how the superseded data were derived.
 KG0579
 KG0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ6084586410(NAD 83)
 KG0579_MARKER: DS = TRIANGULATION STATION DISK
 KG0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0579
 KG0579  HISTORY     - Date     Condition        Report By
 KG0579  HISTORY     - 1950     MONUMENTED       CGS
 KG0579  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KG0579
 KG0579                          STATION DESCRIPTION
 KG0579
 KG0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0579'THE STATION IS LOCATED ABOUT 8.75 MILES NORTH AND 0.75 MILE EAST
 KG0579'OF GLEN ELDER AND ABOUT 7.5 MILES WEST AND 3.0 MILES SOUTH OF
 KG0579'JEWELL.  IT IS 35.0 FEET EAST OF A FIELD DRIVEWAY, 30.0 FEET SOUTH
 KG0579'OF THE CENTER OF A DIRT ROAD, 3.5 FEET WEST OF A WITNESS POST AND
 KG0579'2.5 FEET NORTH OF A FENCE LINE.  IT IS STAMPED ATHENS 1950 AND
 KG0579'PROJECTS 3 INCHES.
 KG0579'
 KG0579'REFERENCE MARK NO. 1 IS 30.0 FEET SOUTH OF A YARD FENCE, 27.5
 KG0579'FEET WEST OF A GATEPOST AND 26.0 FEET NORTH OF THE CENTER OF
 KG0579'A DIRT ROAD.  IT IS STAMPED ATHENS NO 1 1950 AND SET FLUSH WITH
 KG0579'THE SURFACE OF THE GROUND.
 KG0579'
 KG0579'REFERENCE MARK NO. 2 IS 40.5 FEET EAST OF A TELEPHONE POLE, 31.0
 KG0579'FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 10.0 FEET WEST OF
 KG0579'THE CENTER OF A FIELD DRIVEWAY.  IT IS STAMPED ATHENS NO 2 1950
 KG0579'AND PROJECTS 3 INCHES.
 KG0579'
 KG0579'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 70.22 FEET.
 KG0579'
 KG0579'THE AZIMUTH MARK IS 31.0 FEET NORTH OF THE CENTER OF A DIRT
 KG0579'ROAD, 7.5 FEET SOUTHWEST OF A FENCE CORNER AND 2.0 FEET SOUTH OF
 KG0579'A WITNESS POST.  IT IS STAMPED ATHENS 1950 AND PROJECTS 2 INCHES.
 KG0579'
 KG0579'TO REACH THE STATION FROM THE T-INTERSECTION ON U.S. HIGHWAY NO.
 KG0579'24 JUST NORTH OF GLEN ELDER AND JUST WEST OF A LARGE CONCRETE
 KG0579'BRIDGE, GO WEST, NORTHWEST ON U.S. HIGHWAY NO. 24 FOR 0.8 MILE
 KG0579'TO JUNCTION WITH STATE HIGHWAY NO. 128, TURN RIGHT AND GO NORTH
 KG0579'ON STATE HIGHWAY NO. 128 FOR 8.5 MILES TO CROSSROADS WHERE
 KG0579'HIGHWAY TURNS LEFT, TURN RIGHT AND GO EAST FOR 1.55 MILES TO THE
 KG0579'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON DIRT
 KG0579'ROAD FOR 0.35 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 KG0579
 KG0579                          STATION RECOVERY (1969)
 KG0579
 KG0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0579'THE STATION SURFACE MARK AND REFERENCE MARK NO. 2 WERE DESTROYED
 KG0579'BY ROAD CONSTRUCTION.  THE UNDERGROUND STATION MARK, AND THE
 KG0579'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KG0579'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN GOOD CONDITION AND
 KG0579'THIS MARK WAS REINFORCED BY THE U.S. GEOLOGICAL SURVEY IN 1961.
 KG0579'THE AZIMUTH MARK WAS OBSTRUCTED BY A LONE HEDGE TREE.  DUE TO
 KG0579'WEATHER CONDITION NO OBSERVATION WAS TAKEN TO INTERSECTION
 KG0579'STATION.
 KG0579'
 KG0579'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 KG0579'MARK AND REFERENCE MARK NO. 3 WAS SET.
 KG0579'
 KG0579'FOLLOWING IS A NEW DESCRIPTION.
 KG0579'
 KG0579'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 128 AND
 KG0579'228 WHICH IS 0.4 MILE WEST OF IONIA, GO SOUTH ON STATE HIGHWAY
 KG0579'128 FOR 2.55 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON THE
 KG0579'MAIN TRAVELED ROAD FOR 3.0 MILES TO THE AZIMUTH MARK ON THE LEFT
 KG0579'AT A FENCE CORNER.  CONTINUE EAST ON THE DIRT ROAD FOR 0.3 MILE
 KG0579'TO MR. L.A. WILKES HOUSE ON THE LEFT AND THE STATION ON THE
 KG0579'RIGHT.
 KG0579'
 KG0579'STATION MARK, A STANDARD DISK STAMPED ATHENS 1950 1969, IS SET IN
 KG0579'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 KG0579'OF THE GROUND.  IT IS 95.5 FEET SOUTHEAST OF A POWERLINE POLE ON
 KG0579'THE NORTH SIDE OF THE ROAD, 82.5 FEET SOUTHWEST OF ANOTHER
 KG0579'POWERLINE POLE ON THE NORTHSIDE OF THE ROAD, 31 FEET SOUTH OF
 KG0579'THE CENTER OF THE DIRT ROAD, 35 FEET EAST OF THE CENTER OF A
 KG0579'FIELD ENTRANCE, AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 KG0579'UNDERGROUND DISK IS STAMPED ATHENS 1950, SET IN THE TOP OF AN
 KG0579'IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE
 KG0579'GROUND.
 KG0579'
 KG0579'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ATHENS NO. 1 1950,
 KG0579'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 KG0579'IT IS 59.5 FEET WEST OF A POWERLINE POLE AND 23.5 FEET NORTH OF
 KG0579'THE CENTER OF THE ROAD.
 KG0579'
 KG0579'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ATHENS 1950 NO. 3
 KG0579'1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KG0579'WITH THE SURFACE OF THE GROUND.  IT IS 41.5 FEET EAST OF A
 KG0579'TELEPHONE POLE, 30.5 FEET SOUTH OF THE CENTER OF THE ROAD, AND
 KG0579'AT THE WEST SIDE OF A FIELD ENTRANCE.
 KG0579'
 KG0579'AZIMUTH MARK, A STANDARD DISK STAMPED ATHENS 1950, IS SET IN THE
 KG0579'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 KG0579'31 FEET NORTH OF THE CENTER OF THE ROAD, 7.5 FEET SOUTHWEST OF A
 KG0579'FENCE CORNER, AND 1 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0698 ***********************************************************************
 KG0698  DESIGNATION -  ATHOL RESET
 KG0698  PID         -  KG0698
 KG0698  STATE/COUNTY-  KS/SMITH
 KG0698  USGS QUAD   -  ATHOL (1973)
 KG0698
 KG0698                         *CURRENT SURVEY CONTROL
 KG0698  ___________________________________________________________________
 KG0698* NAD 83(1997)-  39 46 13.97803(N)    098 54 21.51017(W)     ADJUSTED  
 KG0698* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 KG0698  ___________________________________________________________________
 KG0698  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KG0698  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 KG0698
 KG0698  HORZ ORDER  -  THIRD
 KG0698
 KG0698.The horizontal coordinates were established by classical geodetic methods
 KG0698.and adjusted by the National Geodetic Survey in October 1998..
 KG0698
 KG0698.The orthometric height was scaled from a topographic map.
 KG0698
 KG0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0698
 KG0698.The geoid height was determined by GEOID03.
 KG0698
 KG0698;                    North         East     Units Scale Factor Converg.
 KG0698;SPC KS N     -   159,941.198   322,378.428   MT  0.99999795   -0 34 23.6
 KG0698;UTM  14      - 4,402,295.185   508,052.741   MT  0.99960080   +0 03 36.5
 KG0698
 KG0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0698!SPC KS N     -   0.99991680  x   0.99999795  =   0.99991475
 KG0698!UTM  14      -   0.99991680  x   0.99960080  =   0.99951763
 KG0698
 KG0698|---------------------------------------------------------------------|
 KG0698| PID    Reference Object                     Distance      Geod. Az  |
 KG0698|                                                           dddmmss.s |
 KG0698| CN7755 ATHOL RM 1                           21.934 METERS 00055     |
 KG0698| CN7757 ATHOL RM 3                           16.176 METERS 08705     |
 KG0698| KG0702 KENSINGTON MUNICIPAL TANK           APPROX.10.7 KM 2681403.7 |
 KG0698| CN7756 ATHOL RM 2                           43.123 METERS 27044     |
 KG0698| CN7754 ATHOL AZ MK RESET                                  2712041.1 |
 KG0698| CN7758 ATHOL RM 4                           43.038 METERS 27154     |
 KG0698| CN7753 ATHOL AZ MK                                        2722606.4 |
 KG0698|---------------------------------------------------------------------|
 KG0698
 KG0698                          SUPERSEDED SURVEY CONTROL
 KG0698
 KG0698  NAD 83(1997)-  39 46 13.98168(N)    098 54 21.51130(W) AD(       ) 3
 KG0698  NAD 83(1986)-  39 46 13.98414(N)    098 54 21.51103(W) AD(       ) 3
 KG0698  NAD 27      -  39 46 13.94200(N)    098 54 20.23000(W) AD(       ) 3
 KG0698
 KG0698.Superseded values are not recommended for survey control.
 KG0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0698.See file dsdata.txt to determine how the superseded data were derived.
 KG0698
 KG0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK0805302295(NAD 83)
 KG0698_MARKER: DS = TRIANGULATION STATION DISK
 KG0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0698
 KG0698  HISTORY     - Date     Condition        Report By
 KG0698  HISTORY     - 1950     MONUMENTED       CGS
 KG0698  HISTORY     - 1953     SEE DESCRIPTION  KSHC
 KG0698  HISTORY     - 1972     SEE DESCRIPTION  USGS
 KG0698  HISTORY     - 1973     SEE DESCRIPTION  NGS
 KG0698  HISTORY     - 1984     GOOD             USPSQD
 KG0698
 KG0698                          STATION DESCRIPTION
 KG0698
 KG0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0698'THE STATION IS LOCATED ABOUT 1.0 MILE EAST AND 0.5 MILE
 KG0698'NORTH OF ATHOL IN THE NORTH EDGE OF A CULTIVATED FIELD.  IT
 KG0698'IS 36 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 36, 5 FEET EAST
 KG0698'OF A WITNESS POST AND 3 FEET WEST OF A TELEPHONE POLE.  IT
 KG0698'IS STAMPED ATHOL 1950 AND PROJECTS 3 INCHES.
 KG0698'
 KG0698'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 35 FEET
 KG0698'NORTH OF THE CENTER OF U.S. HIGHWAY 36.  IT IS STAMPED ATHOL
 KG0698'NO 1 1950 AND PROJECTS 3 INCHES.
 KG0698'
 KG0698'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A CULTIVATED
 KG0698'FIELD, 36 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 36 AND 2
 KG0698'FEET EAST OF A TELEPHONE POLE.  IT IS STAMPED ATHOL NO 2
 KG0698'1950 AND PROJECTS 3 INCHES.
 KG0698'
 KG0698'THE AZIMUTH MARK IS IN THE SOUTH EDGE OF A FARMYARD, 36
 KG0698'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 36, 25 FEET WEST
 KG0698'OF THE CENTER OF DRIVEWAY INTO FARMYARD, 4 FEET NORTHEAST OF
 KG0698'A TELEPHONE POLE AND 1 FOOT EAST OF A WITNESS POST.  IT IS
 KG0698'STAMPED ATHOL 1950 AND PROJECTS 4 INCHES.
 KG0698'
 KG0698'TO REACH THE STATION FROM THE MAIN INTERSECTION IN ATHOL, GO
 KG0698'NORTH FOR 0.5 MILE TO JUNCTION WITH U.S. HIGHWAY 36, TURN
 KG0698'RIGHT AND GO EAST ON U.S. HIGHWAY 36 FOR 0.35 MILE TO FARMYARD
 KG0698'ON LEFT AND AZIMUTH AS DESCRIBED, CONTINUE STRAIGHT AHEAD FOR
 KG0698'0.4 MILE TO STATION ON RIGHT AS DESCRIBED.
 KG0698'
 KG0698'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KG0698
 KG0698                          STATION RECOVERY (1953)
 KG0698
 KG0698'RECOVERY NOTE BY KS HIGHWAY COMM 1953
 KG0698'LETTER OF MR. C.H. VINCKIER, RES. ENGR., STATE HIGHWAY COMMISSION,
 KG0698'SMITH CENTER, KANSAS DATED NOV. 24, 1953-
 KG0698'
 KG0698'THE AZIMUTH MARK WAS DESTROYED DUE TO ROAD CONSTRUCTION.  A
 KG0698'NEW AZIMUTH MARK WAS SET.
 KG0698'
 KG0698'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A PASTURE, 34 FEET
 KG0698'W OF A FARM ENTRANCE LEADING N FROM HIGHWAY 36, 130 FEET
 KG0698'S OF THE HIGHWAY, 4 FEET E OF A N-S FENCE AND 8 FEET S OF
 KG0698'A FENCE RUNNING WEST.  A STANDARD DISK STAMPED ATHOL 1950 RESET
 KG0698'1952 SET IN A CONCRETE MARKER.
 KG0698'
 KG0698'THE OLD AZIMUTH MARK WAS DESTROYED BEFORE THE NEW AZIMUTH
 KG0698'MARK WAS SET, THEREFORE THE AZIMUTH BETWEEN THE OLD MARK AND
 KG0698'THE NEW MARK IS APPROXIMATELY 2-1/2 DEG LESS THAN THE OLD AZIMUTH.
 KG0698
 KG0698                          STATION RECOVERY (1972)
 KG0698
 KG0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KG0698'STATION MAY HAVE BEEN MOVED DUE TO NEW HIGHWAY.
 KG0698
 KG0698                          STATION RECOVERY (1973)
 KG0698
 KG0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KG0698'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK RESET IN
 KG0698'1952 WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 KG0698'MARK 1 WAS NOT FOUND AND THE SURFACE STATION MARK AND REFERENCE
 KG0698'MARK 2 WERE FOUND PUSHED OVER.  A NEW SURFACE STATION MARK
 KG0698'WAS SET OVER THE UNDERGROUND STATION MARK AND REFERENCE MARK
 KG0698'3 AND REFERENCE MARK 4 WERE ESTABLISHED.
 KG0698'
 KG0698'FOLLOWING IS A NEW COMPLETE DESCRIPTION-
 KG0698'
 KG0698'THE STATION IS LOCATED ABOUT 1.0 MILE EAST AND 0.5 MILE NORTH
 KG0698'OF ATHOL, ALONG THE NORTH EDGE OF A CULTIVATED FIELD AND ON
 KG0698'SOUTH EDGE OF OLD HIGHWAY 36, AT THIS AREA OLD HIGHWAY 36
 KG0698'IS USED AS A GRAVEL STORAGE AREA.
 KG0698'
 KG0698'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 36 AND THE
 KG0698'MAIN PAVED ROAD LEADING SOUTH TO ATHOL, AT THE NORTH EDGE
 KG0698'OF ATHOL, GO EAST ON HIGHWAY 36 FOR 0.75 MILE TO TOP OF HILL,
 KG0698'THEN TURN RIGHT AND GO SOUTH ABOUT 150 FEET TO THE STATION.
 KG0698'
 KG0698'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ATHOL
 KG0698'1950 1973, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 KG0698'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.5
 KG0698'FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A GRADER
 KG0698'BLADE PROJECTING ABOUT 5 FEET.
 KG0698'
 KG0698'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ATHOL 1950 NO 3
 KG0698'1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 KG0698'WITH A STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 KG0698'PIPE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT WEST
 KG0698'OF A METAL WITNESS POST AN AT THE NORTH EDGE OF THE FIELD.
 KG0698'
 KG0698'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ATHOL 1950 NO 4 1973,
 KG0698'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 KG0698'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET
 KG0698'EAST OF A GRADER BLADE PROJECTING ABOUT 5 FEET AND 1 FOOT
 KG0698'NORTH OF A METAL WITNESS POST.
 KG0698'
 KG0698'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ATHOL 1950 RESET
 KG0698'1952, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 KG0698'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 23 FEET
 KG0698'WEST-SOUTHWEST OF A POWER POLE, 8 FEET SOUTH-SOUTHEAST OF A
 KG0698'CORNER FENCE POST, 1 FOOT EAST OF A NORTH-SOUTH FENCE AND
 KG0698'1 FOOT EAST OF A METAL WITNESS POST.
 KG0698'
 KG0698'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG
 KG0698'THE NORTH EDGE OF THE FIELD FOR 0.4 MILE TO A FENCE CORNER
 KG0698'AND THE AZIMUTH MARK ON THE LEFT.
 KG0698'
 KG0698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES
 KG0698'NORTHEAST OF ATHOL.
 KG0698
 KG0698                          STATION RECOVERY (1984)
 KG0698
 KG0698'RECOVERY NOTE BY US POWER SQUADRON 1984 (MSS)
 KG0698'ATHOL 1950 RECOVERED GOOD.
 KG0698'
 KG0698'THE STATION IS LOCATED AS DESCRIBED AND THE OLD HIGHWAY IS STILL
 KG0698'USED FOR GRAVEL STORAGE.  REFERENCE MARK 3 WAS NOT FOUND.  REFERENCE
 KG0698'MARK 4 WAS LOCATED 10 INCHES NORTH OF A WITNESS POST.  AZIMUTH
 KG0698'MARK RESET 1952 IS LOCATED 10 INCHES EAST OF A WITNESS POST AT THE
 KG0698'NORTH EDGE OF A CULTIVATED FIELD.  THE FENCE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1017 ***********************************************************************
 HE1017  DESIGNATION -  ATKINSON
 HE1017  PID         -  HE1017
 HE1017  STATE/COUNTY-  KS/CRAWFORD
 HE1017  USGS QUAD   -  PITTSBURG (1978)
 HE1017
 HE1017                         *CURRENT SURVEY CONTROL
 HE1017  ___________________________________________________________________
 HE1017* NAD 83(1997)-  37 26 59.45986(N)    094 44 32.15240(W)     ADJUSTED  
 HE1017* NAVD 88     -       305.8    (meters)    1003.     (feet)  VERTCON   
 HE1017  ___________________________________________________________________
 HE1017  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HE1017  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HE1017
 HE1017  HORZ ORDER  -  SECOND
 HE1017
 HE1017.The horizontal coordinates were established by classical geodetic methods
 HE1017.and adjusted by the National Geodetic Survey in October 1998..
 HE1017
 HE1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1017
 HE1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1017
 HE1017.The geoid height was determined by GEOID03.
 HE1017
 HE1017;                    North         East     Units Scale Factor Converg.
 HE1017;SPC KS S     -   493,620.902   732,401.219   MT  0.99996904   +2 18 33.2
 HE1017;UTM  15      - 4,146,202.586   345,891.925   MT  0.99989254   -1 03 34.6
 HE1017
 HE1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1017!SPC KS S     -   0.99995681  x   0.99996904  =   0.99992585
 HE1017!UTM  15      -   0.99995681  x   0.99989254  =   0.99984936
 HE1017
 HE1017|---------------------------------------------------------------------|
 HE1017| PID    Reference Object                     Distance      Geod. Az  |
 HE1017|                                                           dddmmss.s |
 HE1017| CN5588 ATKINSON RM 1                        50.222 METERS 06400     |
 HE1017| CN5589 ATKINSON RM 2                        55.257 METERS 12534     |
 HE1017| HE1007 PITTSBURG HOTEL BESSE FLAGPOLE      APPROX. 5.5 KM 1412835.8 |
 HE1017| HE1020 PITTSBURG KGE RADIO MAST            APPROX. 5.7 KM 1433021.4 |
 HE1017| HE1011 PITTSBURG S MUNICIPAL TANK          APPROX. 6.8 KM 1470052.2 |
 HE1017| HE1024 PITTSBURG POL RAD KAB 206 MAST      APPROX. 9.3 KM 1515854.5 |
 HE1017| CN5587 ATKINSON AZ MK                                     1773514.4 |
 HE1017|---------------------------------------------------------------------|
 HE1017
 HE1017                          SUPERSEDED SURVEY CONTROL
 HE1017
 HE1017  NAD 83(1997)-  37 26 59.46631(N)    094 44 32.15286(W) AD(       ) 2
 HE1017  NAD 83(1986)-  37 26 59.47140(N)    094 44 32.14604(W) AD(       ) 2
 HE1017  NAD 27      -  37 26 59.29320(N)    094 44 31.28284(W) AD(       ) 2
 HE1017  NGVD 29 (07/19/86)  305.7    (m)         1003.     (f) VERT ANG       
 HE1017
 HE1017.Superseded values are not recommended for survey control.
 HE1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1017.See file dsdata.txt to determine how the superseded data were derived.
 HE1017
 HE1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4589246203(NAD 83)
 HE1017_MARKER: DS = TRIANGULATION STATION DISK
 HE1017_SETTING: 0 = UNSPECIFIED SETTING
 HE1017
 HE1017  HISTORY     - Date     Condition        Report By
 HE1017  HISTORY     - 1966     MONUMENTED       CGS
 HE1017
 HE1017                          STATION DESCRIPTION
 HE1017
 HE1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1017'THE STATION IS ABOUT 7-1/2 MILES SOUTHEAST OF GIRARD, 6
 HE1017'MILES SOUTH-SOUTHWEST OF ARMA, 3-1/2 MILES NORTHWEST OF
 HE1017'PITTSBURG, ON THE SUMMIT OF A 50 FOOT HIGH ABANDONED MINE
 HE1017'TAILINGS MOUND.  IT IS ON LAND OWNED BY THE PITTSBURG COAL
 HE1017'COMPANY.
 HE1017'
 HE1017'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HE1017'69, 160 AND STATE HIGHWAY 126 IN PITTSBURG, GO WEST ON STATE
 HE1017'HIGHWAY 126 FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND
 HE1017'GO NORTH ON PAVED ROAD FOR 1.8 MILES TO THE AZIMUTH MARK
 HE1017'ON THE RIGHT.  CONTINUE AHEAD, NORTH, FOR 0.9 MILE TO THE
 HE1017'MOUND ON THE LEFT AND THE STATION.
 HE1017'
 HE1017'STATION MARK IS A STANDARD DISK, STAMPED ATKINSON 1966,
 HE1017'BRAZED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 5
 HE1017'INCHES ABOVE THE GROUND.  IT IS ON THE HIGHEST POINT OF THE
 HE1017'MOUND.
 HE1017'
 HE1017'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ATKINSON NO 1
 HE1017'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 HE1017'DIAMETER, PROJECTS 5 INCHES.  IT IS 30 FEET WEST OF THE
 HE1017'CENTERLINE OF A NORTH-SOUTH PAVED ROAD, 2 FEET SOUTH OF A
 HE1017'WITNESS POST AND 53.6 FEET BELOW THE STATION.  THE SLOPE
 HE1017'DISTANCE IS 173.26 FEET.
 HE1017'
 HE1017'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ATKINSON NO 2 1966,
 HE1017'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1017'THAT PROJECTS 5 INCHES.  IT IS 30 FEET WEST OF THE CENTERLINE
 HE1017'OF THE PAVED ROAD, 30 FEET SOUTH OF THE CENTERLINE OF A
 HE1017'DRIVEWAY, 2 FEET SOUTH OF A WITNESS POST AND 54.8 FEET BELOW
 HE1017'THE STATION.  THE SLOPE DISTANCE IS 189.40 FEET.
 HE1017'
 HE1017'AZIMUTH MARK IS A STANDARD DISK, STAMPED ATKINSON 1966, SET
 HE1017'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1017'THAT PROJECTS 5 INCHES.  IT IS 38 FEET EAST OF THE CENTERLINE
 HE1017'OF A NORTH-SOUTH PAVED ROAD, 2 FEET NORTH OF A WITNESS POST,
 HE1017'2 FEET EAST OF A TELEPHONE POLE AND 1.7 FEET WEST OF A
 HE1017'NORTH-SOUTH FENCE.
 HE1017'
 HE1017'R M 1 TO R M 2, 177.65 FT. (54.148) M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1150 ***********************************************************************
 HF1150  DESIGNATION -  ATLANTA COOP GRAIN ELEVATOR
 HF1150  PID         -  HF1150
 HF1150  STATE/COUNTY-  KS/COWLEY
 HF1150  USGS QUAD   -  ATLANTA (1964)
 HF1150
 HF1150                         *CURRENT SURVEY CONTROL
 HF1150  ___________________________________________________________________
 HF1150* NAD 83(1997)-  37 26 09.69939(N)    096 45 51.91610(W)     ADJUSTED  
 HF1150* NAVD 88     -                                                        
 HF1150  ___________________________________________________________________
 HF1150  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HF1150  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HF1150
 HF1150  HORZ ORDER  -  THIRD
 HF1150
 HF1150.The horizontal coordinates were established by classical geodetic methods
 HF1150.and adjusted by the National Geodetic Survey in October 1998..
 HF1150
 HF1150
 HF1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1150
 HF1150.The geoid height was determined by GEOID03.
 HF1150
 HF1150;                    North         East     Units Scale Factor Converg.
 HF1150;SPC KS S     -   486,817.000   553,586.842   MT  0.99997102   +1 03 59.6
 HF1150;UTM  14      - 4,145,590.341   697,784.660   MT  1.00008188   +1 21 33.8
 HF1150
 HF1150                          SUPERSEDED SURVEY CONTROL
 HF1150
 HF1150  NAD 83(1997)-  37 26 09.69962(N)    096 45 51.90458(W) AD(       ) 4
 HF1150  NAD 83(1986)-  37 26 09.71075(N)    096 45 51.90718(W) AD(       ) 4
 HF1150  NAD 27      -  37 26 09.63358(N)    096 45 50.80836(W) AD(       ) 3
 HF1150
 HF1150.Superseded values are not recommended for survey control.
 HF1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1150.See file dsdata.txt to determine how the superseded data were derived.
 HF1150
 HF1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9778545590(NAD 83)
 HF1150_MARKER: 65 = GRAIN ELEVATOR
 HF1150
 HF1150  HISTORY     - Date     Condition        Report By
 HF1150  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1150
 HF1150                          STATION DESCRIPTION
 HF1150
 HF1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1150'THE STATION IS THE VENT ATOP THE GRAIN ELEVATOR WHICH IS
 HF1150'LOCATED IN ATLANTA.
 HF1150'
 HF1150'THE STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1126 ***********************************************************************
 HF1126  DESIGNATION -  ATLANTA MICROWAVE TOWER KAY 72
 HF1126  PID         -  HF1126
 HF1126  STATE/COUNTY-  KS/COWLEY
 HF1126  USGS QUAD   -  CAMBRIDGE NW (1983)
 HF1126
 HF1126                         *CURRENT SURVEY CONTROL
 HF1126  ___________________________________________________________________
 HF1126* NAD 83(1997)-  37 26 48.81410(N)    096 44 34.39065(W)     ADJUSTED  
 HF1126* NAVD 88     -                                                        
 HF1126  ___________________________________________________________________
 HF1126  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 HF1126  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 HF1126
 HF1126  HORZ ORDER  -  THIRD
 HF1126
 HF1126.The horizontal coordinates were established by classical geodetic methods
 HF1126.and adjusted by the National Geodetic Survey in October 1998..
 HF1126
 HF1126
 HF1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1126
 HF1126.The geoid height was determined by GEOID03.
 HF1126
 HF1126;                    North         East     Units Scale Factor Converg.
 HF1126;SPC KS S     -   488,058.329   555,469.580   MT  0.99996946   +1 04 47.3
 HF1126;UTM  14      - 4,146,841.425   699,661.245   MT  1.00009107   +1 22 22.2
 HF1126
 HF1126                          SUPERSEDED SURVEY CONTROL
 HF1126
 HF1126  NAD 83(1997)-  37 26 48.81418(N)    096 44 34.37795(W) AD(       ) 4
 HF1126  NAD 83(1986)-  37 26 48.82626(N)    096 44 34.38042(W) AD(       ) 4
 HF1126  NAD 27      -  37 26 48.74911(N)    096 44 33.28612(W) AD(       ) 3
 HF1126
 HF1126.Superseded values are not recommended for survey control.
 HF1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1126.See file dsdata.txt to determine how the superseded data were derived.
 HF1126
 HF1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9966146841(NAD 83)
 HF1126_MARKER: 45 = MICROWAVE TOWER
 HF1126
 HF1126  HISTORY     - Date     Condition        Report By
 HF1126  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1126
 HF1126                          STATION DESCRIPTION
 HF1126
 HF1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1126'THE STATION IS THE LIGHT ATOP THE MICROWAVE TOWER WHICH
 HF1126'IS LOCATED ABOUT 3/4 MILE NORTHEAST OF ATLANTA.
 HF1126'
 HF1126'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE WITH LARGE REFLECTORS
 HF1126'ON TOP AND 327 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1151 ***********************************************************************
 HF1151  DESIGNATION -  ATLANTA STACK
 HF1151  PID         -  HF1151
 HF1151  STATE/COUNTY-  KS/COWLEY
 HF1151  USGS QUAD   -  ATLANTA (1964)
 HF1151
 HF1151                         *CURRENT SURVEY CONTROL
 HF1151  ___________________________________________________________________
 HF1151* NAD 83(1997)-  37 25 59.53505(N)    096 45 58.13493(W)     ADJUSTED  
 HF1151* NAVD 88     -                                                        
 HF1151  ___________________________________________________________________
 HF1151  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 HF1151  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HF1151
 HF1151  HORZ ORDER  -  THIRD
 HF1151
 HF1151.The horizontal coordinates were established by classical geodetic methods
 HF1151.and adjusted by the National Geodetic Survey in October 1998..
 HF1151
 HF1151
 HF1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1151
 HF1151.The geoid height was determined by GEOID03.
 HF1151
 HF1151;                    North         East     Units Scale Factor Converg.
 HF1151;SPC KS S     -   486,500.859   553,439.819   MT  0.99997143   +1 03 55.8
 HF1151;UTM  14      - 4,145,273.418   697,639.238   MT  1.00008117   +1 21 29.7
 HF1151
 HF1151                          SUPERSEDED SURVEY CONTROL
 HF1151
 HF1151  NAD 83(1997)-  37 25 59.53668(N)    096 45 58.12508(W) AD(       ) 4
 HF1151  NAD 83(1986)-  37 25 59.54677(N)    096 45 58.12886(W) AD(       ) 4
 HF1151  NAD 27      -  37 25 59.47235(N)    096 45 57.02365(W) AD(       ) 3
 HF1151
 HF1151.Superseded values are not recommended for survey control.
 HF1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1151.See file dsdata.txt to determine how the superseded data were derived.
 HF1151
 HF1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9763945273(NAD 83)
 HF1151_MARKER: 63 = STACK
 HF1151
 HF1151  HISTORY     - Date     Condition        Report By
 HF1151  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1151
 HF1151                          STATION DESCRIPTION
 HF1151
 HF1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1151'POINT SIGHTED UPON WAS CENTER OF STACK ATOP RED BRICK SCHOOL
 HF1151'LOCATED IN ATLANTA.
 HF1151'
 HF1151'STATION OBSERVED UPON FROM WHEEL AND GLAVES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1149 ***********************************************************************
 HF1149  DESIGNATION -  ATLANTA WATER TANK
 HF1149  PID         -  HF1149
 HF1149  STATE/COUNTY-  KS/COWLEY
 HF1149  USGS QUAD   -  ATLANTA (1964)
 HF1149
 HF1149                         *CURRENT SURVEY CONTROL
 HF1149  ___________________________________________________________________
 HF1149* NAD 83(1997)-  37 25 57.68127(N)    096 46 13.91839(W)     ADJUSTED  
 HF1149* NAVD 88     -                                                        
 HF1149  ___________________________________________________________________
 HF1149  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 HF1149  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HF1149
 HF1149  HORZ ORDER  -  THIRD
 HF1149
 HF1149.The horizontal coordinates were established by classical geodetic methods
 HF1149.and adjusted by the National Geodetic Survey in October 1998..
 HF1149
 HF1149
 HF1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1149
 HF1149.The geoid height was determined by GEOID03.
 HF1149
 HF1149;                    North         East     Units Scale Factor Converg.
 HF1149;SPC KS S     -   486,436.513   553,052.929   MT  0.99997151   +1 03 46.1
 HF1149;UTM  14      - 4,145,207.089   697,252.640   MT  1.00007929   +1 21 20.1
 HF1149
 HF1149                          SUPERSEDED SURVEY CONTROL
 HF1149
 HF1149  NAD 83(1997)-  37 25 57.68236(N)    096 46 13.90903(W) AD(       ) 4
 HF1149  NAD 83(1986)-  37 25 57.69310(N)    096 46 13.90929(W) AD(       ) 4
 HF1149  NAD 27      -  37 25 57.61582(N)    096 46 12.80985(W) AD(       ) 3
 HF1149
 HF1149.Superseded values are not recommended for survey control.
 HF1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1149.See file dsdata.txt to determine how the superseded data were derived.
 HF1149
 HF1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9725345207(NAD 83)
 HF1149_MARKER: 53 = ELEVATED TANK
 HF1149
 HF1149  HISTORY     - Date     Condition        Report By
 HF1149  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1149
 HF1149                          STATION DESCRIPTION
 HF1149
 HF1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1149'THE STATION IS THE BALL ATOP THE WATER TANK IN ATLANTA.
 HF1149'
 HF1149'IT IS A FOUR-LEGGED STEEL STRUCTURE WHICH SUPPORTS THE TANK,
 HF1149'PAINTED SILVER, CONICAL TOP, AND HAS A OVERALL HEIGHT OF
 HF1149'ABOUT 140 FEET.
 HF1149'
 HF1149'THE STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0999 ***********************************************************************
 HE0999  DESIGNATION -  ATLAS POWDER CO TANK
 HE0999  PID         -  HE0999
 HE0999  STATE/COUNTY-  KS/CRAWFORD
 HE0999  USGS QUAD   -  KIRKWOOD (1978)
 HE0999
 HE0999                         *CURRENT SURVEY CONTROL
 HE0999  ___________________________________________________________________
 HE0999* NAD 83(1997)-  37 21 45.36089(N)    094 43 05.12167(W)     ADJUSTED  
 HE0999* NAVD 88     -                                                        
 HE0999  ___________________________________________________________________
 HE0999  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HE0999  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HE0999
 HE0999  HORZ ORDER  -  THIRD
 HE0999
 HE0999.The horizontal coordinates were established by classical geodetic methods
 HE0999.and adjusted by the National Geodetic Survey in October 1998..
 HE0999
 HE0999
 HE0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0999
 HE0999.The geoid height was determined by GEOID03.
 HE0999
 HE0999;                    North         East     Units Scale Factor Converg.
 HE0999;SPC KS S     -   484,032.136   734,931.209   MT  0.99998252   +2 19 26.7
 HE0999;SPC MO W     -   132,731.140   830,681.196   MT  0.99994577   -0 07 56.5
 HE0999;UTM  15      - 4,136,482.596   347,854.065   MT  0.99988515   -1 02 34.2
 HE0999
 HE0999                          SUPERSEDED SURVEY CONTROL
 HE0999
 HE0999  NAD 83(1997)-  37 21 45.36716(N)    094 43 05.12095(W) AD(       ) 4
 HE0999  NAD 83(1986)-  37 21 45.37301(N)    094 43 05.11440(W) AD(       ) 4
 HE0999  NAD 27      -  37 21 45.19400(N)    094 43 04.26000(W) AD(       ) 3
 HE0999
 HE0999.Superseded values are not recommended for survey control.
 HE0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0999.See file dsdata.txt to determine how the superseded data were derived.
 HE0999
 HE0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4785436483(NAD 83)
 HE0999_MARKER: 53 = ELEVATED TANK
 HE0999
 HE0999  HISTORY     - Date     Condition        Report By
 HE0999  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE0999  HISTORY     - 1959     GOOD             USGS
 HE0999
 HE0999                          STATION DESCRIPTION
 HE0999
 HE0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE0999'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK
 HE0999'AT THE PITTSBURG PLANT OF THE ATLAS POWDER COMPANY.  IT
 HE0999'IS A TALL STEEL TANK WITH ROUND BOTTOM AND CONICAL TOP AND
 HE0999'HAS A BALL AT THE TIP.  IT IS SUPPORTED BY FOUR ANGLE-SECTION
 HE0999'STEEL LEGS AND HAS A PLATFORM AT THE TOP OF THE LEGS.  IT
 HE0999'HAS A LARGE ROUND STEEL FEED PIPE.  THE ENTIRE STRUCTURE
 HE0999'IS PAINTED BLACK.  IT IS ABOUT 125 FEET HIGH AND IS VERY
 HE0999'PROMINENT.  IT WAS ERECTED IN 1928.
 HE0999'
 HE0999'THE TANK IS ABOUT 3-1/2 MILES S OF PITTSBURG, ABOUT 2 MILES
 HE0999'SE OF CHICOPEE, ABOUT 1/2 MILE W OF U.S. HIGHWAY 69, AT THE
 HE0999'E EDGE OF THE POWER PLANT, AND ABOUT 50 FEET S OF THE SPUR
 HE0999'LINE RAILROAD TRACK RUNNING THRU THE PLANT.
 HE0999
 HE0999                          STATION RECOVERY (1959)
 HE0999
 HE0999'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HE0999'NO TRACE REMAINS OF LOCATION OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GH0691 ***********************************************************************
 GH0691  DESIGNATION -  ATT MICROWAVE 6 MI SE S HAVEN
 GH0691  PID         -  GH0691
 GH0691  STATE/COUNTY-  KS/SUMNER
 GH0691  USGS QUAD   -  BRAMAN (1976)
 GH0691
 GH0691                         *CURRENT SURVEY CONTROL
 GH0691  ___________________________________________________________________
 GH0691* NAD 83(1997)-  36 59 57.71376(N)    097 19 00.13707(W)     ADJUSTED  
 GH0691* NAVD 88     -                                                        
 GH0691  ___________________________________________________________________
 GH0691  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 GH0691  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 GH0691
 GH0691  HORZ ORDER  -  THIRD
 GH0691
 GH0691.The horizontal coordinates were established by classical geodetic methods
 GH0691.and adjusted by the National Geodetic Survey in October 1998..
 GH0691
 GH0691
 GH0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 GH0691
 GH0691.The geoid height was determined by GEOID03.
 GH0691
 GH0691;                    North         East     Units Scale Factor Converg.
 GH0691;SPC KS S     -   437,593.687   505,331.803   MT  1.00006328   +0 43 37.8
 GH0691;SPC OK N     -   222,061.653   660,824.343   MT  1.00005074   +0 24 11.7
 GH0691;SPC OK N     -   728,547.27  2,168,054.53   sFT  1.00005074   +0 24 11.7
 GH0691;UTM  14      - 4,096,126.233   649,780.234   MT  0.99987637   +1 00 47.5
 GH0691
 GH0691                          SUPERSEDED SURVEY CONTROL
 GH0691
 GH0691  NAD 83(1997)-  36 59 57.71545(N)    097 19 00.13519(W) AD(       ) 4
 GH0691  NAD 83(1986)-  36 59 57.72392(N)    097 19 00.12758(W) AD(       ) 4
 GH0691  NAD 27      -  36 59 57.62258(N)    097 18 58.97202(W) AD(       ) 3
 GH0691
 GH0691.Superseded values are not recommended for survey control.
 GH0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0691.See file dsdata.txt to determine how the superseded data were derived.
 GH0691
 GH0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4978096126(NAD 83)
 GH0691_MARKER: 45 = MICROWAVE TOWER
 GH0691
 GH0691  HISTORY     - Date     Condition        Report By
 GH0691  HISTORY     - 1957     FIRST OBSERVED   CGS
 GH0691
 GH0691                          STATION DESCRIPTION
 GH0691
 GH0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 GH0691'THE STATION IS THE CENTER OF THE TOP OF THE TOWER.  IT IS
 GH0691'LOCATED 6 MILES SOUTHEAST OF SOUTH HAVEN, 5 MILES EAST OF
 GH0691'HUNNEWELL AND 210 FEET NORTH OF THE KANSAS-OKLAHOMA STATE
 GH0691'LINE, IN THE SOUTHEAST 1/4 OF SECTION 16, T 35 S, R 1 E.
 GH0691'IT IS SUPPORTED BY A FOUR-LEGGED STEEL, SKELETON FRAMEWORK,
 GH0691'PAINTED ALTERNATELY RED AND WHITE AND 285 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1407 ***********************************************************************
 HF1407  DESIGNATION -  ATT MICROWAVE SSW BLUFF CITY
 HF1407  PID         -  HF1407
 HF1407  STATE/COUNTY-  KS/HARPER
 HF1407  USGS QUAD   -  BLUFF CITY WEST (1971)
 HF1407
 HF1407                         *CURRENT SURVEY CONTROL
 HF1407  ___________________________________________________________________
 HF1407* NAD 83(1997)-  37 02 34.87541(N)    097 53 50.75093(W)     ADJUSTED  
 HF1407* NAVD 88     -                                                        
 HF1407  ___________________________________________________________________
 HF1407  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 HF1407  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HF1407
 HF1407  HORZ ORDER  -  THIRD
 HF1407
 HF1407.The horizontal coordinates were established by classical geodetic methods
 HF1407.and adjusted by the National Geodetic Survey in October 1998..
 HF1407
 HF1407
 HF1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1407
 HF1407.The geoid height was determined by GEOID03.
 HF1407
 HF1407;                    North         East     Units Scale Factor Converg.
 HF1407;SPC KS S     -   441,943.638   453,607.844   MT  1.00005148   +0 22 13.1
 HF1407;SPC OK N     -   226,697.565   609,125.274   MT  1.00006211   +0 03 37.9
 HF1407;SPC OK N     -   743,756.93  1,998,438.50   sFT  1.00006211   +0 03 37.9
 HF1407;UTM  14      - 4,100,213.198   598,048.648   MT  0.99971843   +0 39 51.3
 HF1407
 HF1407                          SUPERSEDED SURVEY CONTROL
 HF1407
 HF1407  NAD 83(1997)-  37 02 34.87804(N)    097 53 50.75343(W) AD(       ) 4
 HF1407  NAD 83(1986)-  37 02 34.88255(N)    097 53 50.74422(W) AD(       ) 4
 HF1407  NAD 27      -  37 02 34.79939(N)    097 53 49.50687(W) AD(       ) 3
 HF1407
 HF1407.Superseded values are not recommended for survey control.
 HF1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1407.See file dsdata.txt to determine how the superseded data were derived.
 HF1407
 HF1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9804900213(NAD 83)
 HF1407_MARKER: 45 = MICROWAVE TOWER
 HF1407
 HF1407  HISTORY     - Date     Condition        Report By
 HF1407  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1407  HISTORY     - 1968     GOOD             CGS
 HF1407
 HF1407                          STATION DESCRIPTION
 HF1407
 HF1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1407'LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF BLUFF CITY, ABOUT
 HF1407'8 MILES NORTHEAST OF MANCHESTER AND ABOUT 10 MILES SOUTHEAST
 HF1407'OF ANTHONY, IN THE CENTER OF SECTION 31 T 34 S, R 5 W.
 HF1407'
 HF1407'IT IS A FOUR-LEGGED STEEL SKELETON STRUCTURE, 225 FEET HIGH,
 HF1407'WITH TWO CORNUCOPIAS MOUNTED ON THE TOP AND TWO CORNUCOPIAS
 HF1407'MOUNTED ON THE EAST SIDE OF THE TOWER ABOUT 75 FEET BELOW THE
 HF1407'TOP OF THE TOWER, AND PAINTED ALTERNATELY RED AND WHITE.  THE
 HF1407'POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE TOWER.
 HF1407
 HF1407                          STATION RECOVERY (1968)
 HF1407
 HF1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HF1407'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1197 ***********************************************************************
 HF1197  DESIGNATION -  ATT MICROWAVE TOWER KAC 68
 HF1197  PID         -  HF1197
 HF1197  STATE/COUNTY-  KS/BUTLER
 HF1197  USGS QUAD   -  EL DORADO NW (1961)
 HF1197
 HF1197                         *CURRENT SURVEY CONTROL
 HF1197  ___________________________________________________________________
 HF1197* NAD 83(1997)-  37 53 48.69034(N)    096 55 58.12812(W)     ADJUSTED  
 HF1197* NAVD 88     -                                                        
 HF1197  ___________________________________________________________________
 HF1197  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 HF1197  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF1197
 HF1197  HORZ ORDER  -  THIRD
 HF1197
 HF1197.The horizontal coordinates were established by classical geodetic methods
 HF1197.and adjusted by the National Geodetic Survey in October 1998..
 HF1197
 HF1197
 HF1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1197
 HF1197.The geoid height was determined by GEOID03.
 HF1197
 HF1197;                    North         East     Units Scale Factor Converg.
 HF1197;SPC KS S     -   537,690.880   537,827.110   MT  0.99993598   +0 57 47.1
 HF1197;UTM  14      - 4,196,385.837   681,757.138   MT  1.00000690   +1 16 12.4
 HF1197
 HF1197                          SUPERSEDED SURVEY CONTROL
 HF1197
 HF1197  NAD 83(1997)-  37 53 48.69653(N)    096 55 58.11884(W) AD(       ) 4
 HF1197  NAD 83(1986)-  37 53 48.70125(N)    096 55 58.12101(W) AD(       ) 4
 HF1197  NAD 27      -  37 53 48.63465(N)    096 55 57.00055(W) AD(       ) 3
 HF1197
 HF1197.Superseded values are not recommended for survey control.
 HF1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1197.See file dsdata.txt to determine how the superseded data were derived.
 HF1197
 HF1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8175796386(NAD 83)
 HF1197_MARKER: 45 = MICROWAVE TOWER
 HF1197
 HF1197  HISTORY     - Date     Condition        Report By
 HF1197  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1197
 HF1197                          STATION DESCRIPTION
 HF1197
 HF1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1197'THE STATION IS THE LIGHT ATOP THE TOWER WHICH IS APPROXIMATELY
 HF1197'7 MILES NORTHWEST OF ELDORADO, 5-3/4 MILES SOUTHEAST OF POTWIN
 HF1197'AND 1/4 MILE NORTHEAST OF STATE HIGHWAY 196.
 HF1197'
 HF1197'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE, PAINTED RED AND
 HF1197'WHITE, AND IS 177.5 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0842 ***********************************************************************
 HG0842  DESIGNATION -  ATTICA MUNICIPAL WATER TANK
 HG0842  PID         -  HG0842
 HG0842  STATE/COUNTY-  KS/HARPER
 HG0842  USGS QUAD   -  ATTICA (1972)
 HG0842
 HG0842                         *CURRENT SURVEY CONTROL
 HG0842  ___________________________________________________________________
 HG0842* NAD 83(1997)-  37 14 40.67238(N)    098 13 24.35205(W)     ADJUSTED  
 HG0842* NAVD 88     -                                                        
 HG0842  ___________________________________________________________________
 HG0842  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HG0842  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 HG0842
 HG0842  HORZ ORDER  -  THIRD
 HG0842
 HG0842.The horizontal coordinates were established by classical geodetic methods
 HG0842.and adjusted by the National Geodetic Survey in October 1998..
 HG0842
 HG0842
 HG0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0842
 HG0842.The geoid height was determined by GEOID03.
 HG0842
 HG0842;                    North         East     Units Scale Factor Converg.
 HG0842;SPC KS S     -   464,182.181   424,538.839   MT  1.00000441   +0 10 11.9
 HG0842;UTM  14      - 4,122,293.165   568,874.625   MT  0.99965843   +0 28 12.0
 HG0842
 HG0842                          SUPERSEDED SURVEY CONTROL
 HG0842
 HG0842  NAD 83(1997)-  37 14 40.67644(N)    098 13 24.35647(W) AD(       ) 4
 HG0842  NAD 83(1986)-  37 14 40.67734(N)    098 13 24.34741(W) AD(       ) 4
 HG0842  NAD 27      -  37 14 40.60496(N)    098 13 23.11817(W) AD(       ) 3
 HG0842
 HG0842.Superseded values are not recommended for survey control.
 HG0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0842.See file dsdata.txt to determine how the superseded data were derived.
 HG0842
 HG0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG6887522293(NAD 83)
 HG0842_MARKER: 53 = ELEVATED TANK
 HG0842
 HG0842  HISTORY     - Date     Condition        Report By
 HG0842  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0842
 HG0842                          STATION DESCRIPTION
 HG0842
 HG0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0842'POINT OBSERVED UPON IS THE FINIAL ATOP THE MUNICIPAL WATER TANK,
 HG0842'140 FEET HIGH, SILVER COLORED, WHICH WAS ERECTED IN 1915 AND IS
 HG0842'LOCATED 4 BLOCKS EAST AND 3 BLOCKS NORTH OF THE POST OFFICE.
 HG0842'
 HG0842'STATION OBSERVED UPON FROM ANTHONY, SHROCK, SMITH, MILLER,
 HG0842'BAILEY AND RUELLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0617 ***********************************************************************
 KH0617  DESIGNATION -  ATWOOD
 KH0617  PID         -  KH0617
 KH0617  STATE/COUNTY-  KS/RAWLINS
 KH0617  USGS QUAD   -  ATWOOD (1978)
 KH0617
 KH0617                         *CURRENT SURVEY CONTROL
 KH0617  ___________________________________________________________________
 KH0617* NAD 83(1997)-  39 48 03.65312(N)    101 01 57.84748(W)     ADJUSTED  
 KH0617* NAVD 88     -       917.4    (meters)    3010.     (feet)  VERTCON   
 KH0617  ___________________________________________________________________
 KH0617  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 KH0617  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KH0617
 KH0617  HORZ ORDER  -  THIRD
 KH0617
 KH0617.The horizontal coordinates were established by classical geodetic methods
 KH0617.and adjusted by the National Geodetic Survey in October 1998..
 KH0617
 KH0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0617
 KH0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0617
 KH0617.The geoid height was determined by GEOID03.
 KH0617
 KH0617;                    North         East     Units Scale Factor Converg.
 KH0617;SPC KS N     -   167,284.269   140,320.663   MT  1.00000292   -1 55 07.9
 KH0617;UTM  14      - 4,407,648.691   325,977.047   MT  0.99997284   -1 18 05.5
 KH0617
 KH0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0617!SPC KS N     -   0.99985987  x   1.00000292  =   0.99986279
 KH0617!UTM  14      -   0.99985987  x   0.99997284  =   0.99983271
 KH0617
 KH0617|---------------------------------------------------------------------|
 KH0617| PID    Reference Object                     Distance      Geod. Az  |
 KH0617|                                                           dddmmss.s |
 KH0617| CP7337 ATWOOD RM 1                          11.411 METERS 14528     |
 KH0617| KH0843 ATWOOD AZ MK 2                      APPROX. 0.5 KM 1511541.7 |
 KH0617| KH0616 ATWOOD CENT KANS PWR LT CO MST      APPROX. 0.8 KM 2361506.0 |
 KH0617| CP7338 ATWOOD RM 2                          27.007 METERS 25025     |
 KH0617| CP7336 ATWOOD AZ MK                                       3434331.2 |
 KH0617| KH0828 ATWOOD AIRPORT BEACON               APPROX. 4.2 KM 3440224.0 |
 KH0617|---------------------------------------------------------------------|
 KH0617
 KH0617                          SUPERSEDED SURVEY CONTROL
 KH0617
 KH0617  NAD 83(1997)-  39 48 03.65378(N)    101 01 57.84944(W) AD(       ) 3
 KH0617  NAD 83(1986)-  39 48 03.65482(N)    101 01 57.85091(W) AD(       ) 3
 KH0617  NAD 27      -  39 48 03.66300(N)    101 01 56.28800(W) AD(       ) 3
 KH0617  NGVD 29 (12/08/88)  917.1    (m)         3009.     (f) VERT ANG       
 KH0617
 KH0617.Superseded values are not recommended for survey control.
 KH0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0617.See file dsdata.txt to determine how the superseded data were derived.
 KH0617
 KH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK2597707649(NAD 83)
 KH0617_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KH0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KH0617_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0617+STABILITY: SURFACE MOTION
 KH0617
 KH0617  HISTORY     - Date     Condition        Report By
 KH0617  HISTORY     - 1951     MONUMENTED       CGS
 KH0617  HISTORY     - 1967     GOOD             CGS
 KH0617  HISTORY     - 1987     GOOD             NOS
 KH0617
 KH0617                          STATION DESCRIPTION
 KH0617
 KH0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0617'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF THE ATWOOD HIGH
 KH0617'SCHOOL ON THE ROAD RIGHT-OF-WAY, 40 FEET EAST OF THE CENTER OF
 KH0617'A GRAVELED ROAD AND 3 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 KH0617'IT IS STAMPED ATWOOD 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 KH0617'
 KH0617'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 42 FEET
 KH0617'EAST OF THE CENTER OF ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE
 KH0617'LINE.  IT IS STAMPED ATWOOD NO 1 1951 AND PROJECTS 2 INCHES.
 KH0617'
 KH0617'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 40 FEET WEST
 KH0617'OF THE CENTER OF ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 KH0617'LINE.  IT IS STAMPED ATWOOD NO 2 1951 AND PROJECTS 1 INCH.
 KH0617'
 KH0617'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 104.79 FEET.
 KH0617'
 KH0617'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF AN INTERSECTION,
 KH0617'65 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 36, 25 FEET EAST OF
 KH0617'THE CENTER OF 8TH STREET AND 1 FOOT SOUTH OF A POWER LINE POLE
 KH0617'AND WITNESS POST.  IT IS STAMPED ATWOOD 1951 AND PROJECTS 3
 KH0617'INCHES.
 KH0617'
 KH0617'TO REACH THE STATION FROM THE POST OFFICE IN ATWOOD, GO EAST
 KH0617'FOR 0.2 MILE TO A T INTERSECTION AT SCHOOLHOUSE, (TURN LEFT
 KH0617'AND GO NORTH ON 8TH STREET FOR 0.35 MILE TO AZIMUTH MARK ON RIGHT
 KH0617'AS DESCRIBED.) TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A T
 KH0617'INTERSECTION.  TURN LEFT AND GO EAST FOR 0.05 MILE TO POINT
 KH0617'WHERE ROAD CURVES SOUTH, TURN RIGHT AND GO SOUTH AND SOUTHEAST
 KH0617'ON GRAVELED ROAD FOR 0.4 MILE TO STATION ON LEFT AS DESCRIBED.
 KH0617
 KH0617                          STATION RECOVERY (1967)
 KH0617
 KH0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KH0617'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 WERE
 KH0617'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 KH0617'RECOVERED AND FOUND IN GOOD CONDITION, BUT THE MARK WAS IN THE
 KH0617'WAY OF CONSTRUCTION FOR A NEW HOUSING DEVELOPMENT AND THIS MARK
 KH0617'WAS DESTROYED AND A NEW AZIMUTH MARK WAS SET.
 KH0617'
 KH0617'TO REACH THE STATION FROM THE POST OFFICE IN ATWOOD, GO EAST
 KH0617'FOR 0.15 MILE TO A T-INTERSECTION AT SCHOOLHOUSE.  TURN RIGHT
 KH0617'AND GO SOUTH FOR 0.05 MILE TO A T-INTERSECTION.  TURN LEFT AND
 KH0617'GO EAST ON A SURFACED ROAD FOR 0.05 MILE TO A POINT WHERE THE
 KH0617'ROAD CURVES SOUTH.  BEAR RIGHT AND GO SOUTH ON THE SURFACED
 KH0617'ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT AND A CONCRETE
 KH0617'BLOCK BUILDING ON THE RIGHT.  (CONTINUE SOUTH ON THE SURFACED
 KH0617'AND GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 KH0617'RIGHT.)
 KH0617'
 KH0617'STATION MARK, A STANDARD DISK STAMPED ATWOOD 1951, IS SET IN
 KH0617'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KH0617'SURFACE OF THE GROUND.  IT IS 42 FEET EAST OF THE CENTER OF THE
 KH0617'SURFACED ROAD, 12 FEET NORTH OF A TELEPHONE POLE, AND 2.5 FEET
 KH0617'WEST OF A METAL WITNESS POST SET IN THE FENCELINE.  THE
 KH0617'UNDERGROUND MARK WAS NOT INSPECTED.
 KH0617'
 KH0617'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ATWOOD NO. 1 1951,
 KH0617'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KH0617'2 INCHES.  IT IS 42 FEET EAST OF THE CENTERLINE OF THE SURFACED
 KH0617'ROAD, 25 FEET SOUTH OF A TELEPHONE POLE, AND 1 FOOT WEST OF A
 KH0617'NORTH-SOUTH FENCE.
 KH0617'
 KH0617'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ATWOOD NO. 2 1951,
 KH0617'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 KH0617'INCHES.  IT IS 57.5 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER
 KH0617'OF A CONCRETE BLOCK BUILDING, 45 FEET WEST OF THE CENTER OF THE
 KH0617'SURFACED ROAD, AND 6 FEET WEST OF A NORTH-SOUTH FENCE.
 KH0617'
 KH0617'AZIMUTH MARK, A STANDARD DISK STAMPED ATWOOD 1951 AZ. 2 1967, IS
 KH0617'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  IT IS 42.5
 KH0617'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET WEST OF A
 KH0617'TELEPHONE POLE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 KH0617'
 KH0617'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4
 KH0617'MILE SOUTHEAST OF ATWOOD
 KH0617
 KH0617                          STATION RECOVERY (1987)
 KH0617
 KH0617'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KH0617'THE STATION WAS RECOVERED AT THIS DATE.
 KH0617'THE STATION MARK, RM 1, RM 2, AND ATWOOD 1951 AZ 2 1967 WERE
 KH0617'RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY LFS IN 1967
 KH0617'IS ADEQUATE.
 KH0617'
 KH0617'RECOVERED BY JDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0828 ***********************************************************************
 KH0828  DESIGNATION -  ATWOOD AIRPORT BEACON
 KH0828  PID         -  KH0828
 KH0828  STATE/COUNTY-  KS/RAWLINS
 KH0828  USGS QUAD   -  ATWOOD (1978)
 KH0828
 KH0828                         *CURRENT SURVEY CONTROL
 KH0828  ___________________________________________________________________
 KH0828* NAD 83(1997)-  39 50 14.92127(N)    101 02 46.54549(W)     ADJUSTED  
 KH0828* NAVD 88     -                                                        
 KH0828  ___________________________________________________________________
 KH0828  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 KH0828  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KH0828
 KH0828  HORZ ORDER  -  THIRD
 KH0828
 KH0828.This mark is at Attwood-Rawlins County City-Co Airport (ADT)
 KH0828
 KH0828.The horizontal coordinates were established by classical geodetic methods
 KH0828.and adjusted by the National Geodetic Survey in October 1998..
 KH0828
 KH0828
 KH0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0828
 KH0828.The geoid height was determined by GEOID03.
 KH0828
 KH0828;                    North         East     Units Scale Factor Converg.
 KH0828;SPC KS N     -   171,369.452   139,298.993   MT  1.00000923   -1 55 38.7
 KH0828;UTM  14      - 4,411,722.512   324,911.493   MT  0.99997742   -1 18 40.3
 KH0828
 KH0828                          SUPERSEDED SURVEY CONTROL
 KH0828
 KH0828  NAD 83(1997)-  39 50 14.91990(N)    101 02 46.55649(W) AD(       ) 4
 KH0828  NAD 83(1986)-  39 50 14.92253(N)    101 02 46.55005(W) AD(       ) 4
 KH0828
 KH0828.Superseded values are not recommended for survey control.
 KH0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0828.See file dsdata.txt to determine how the superseded data were derived.
 KH0828
 KH0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK2491111723(NAD 83)
 KH0828_MARKER: 21 = AIRPORT BEACON
 KH0828
 KH0828  HISTORY     - Date     Condition        Report By
 KH0828  HISTORY     - 1987     FIRST OBSERVED   NOS
 KH0828
 KH0828                          STATION DESCRIPTION
 KH0828
 KH0828'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KH0828'THE AIRPORT BEACON IS LOCATED AT THE ATWOOD-RAWLINS COUNTY
 KH0828'CITY-COUNTY AIRPORT.
 KH0828'
 KH0828'TO REACH THE STATION SEE AIRPORT MANAGER.
 KH0828'
 KH0828'THE STATION IS A STANDARD BEACON SET ATOP OF A WHITE PAINTED
 KH0828'STANDPIPE.
 KH0828'
 KH0828'DESCRIBED BY JDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0843 ***********************************************************************
 KH0843  DESIGNATION -  ATWOOD AZ MK 2
 KH0843  PID         -  KH0843
 KH0843  STATE/COUNTY-  KS/RAWLINS
 KH0843  USGS QUAD   -  ATWOOD (1978)
 KH0843
 KH0843                         *CURRENT SURVEY CONTROL
 KH0843  ___________________________________________________________________
 KH0843* NAD 83(1997)-  39 47 49.00729(N)    101 01 47.43612(W)     ADJUSTED  
 KH0843* NAVD 88     -       924.8    (meters)    3034.     (feet)  VERTCON   
 KH0843  ___________________________________________________________________
 KH0843  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 KH0843  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KH0843
 KH0843  HORZ ORDER  -  THIRD
 KH0843
 KH0843.The horizontal coordinates were established by classical geodetic methods
 KH0843.and adjusted by the National Geodetic Survey in October 1998..
 KH0843
 KH0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0843
 KH0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0843
 KH0843.The geoid height was determined by GEOID03.
 KH0843
 KH0843;                    North         East     Units Scale Factor Converg.
 KH0843;SPC KS N     -   166,824.527   140,553.093   MT  1.00000224   -1 55 01.3
 KH0843;UTM  14      - 4,407,191.493   326,214.410   MT  0.99997183   -1 17 58.4
 KH0843
 KH0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0843!SPC KS N     -   0.99985872  x   1.00000224  =   0.99986095
 KH0843!UTM  14      -   0.99985872  x   0.99997183  =   0.99983055
 KH0843
 KH0843                          SUPERSEDED SURVEY CONTROL
 KH0843
 KH0843  NAD 83(1997)-  39 47 49.00837(N)    101 01 47.43708(W) AD(       ) 3
 KH0843  NAD 83(1986)-  39 47 49.00904(N)    101 01 47.43936(W) AD(       ) 3
 KH0843  NGVD 29 (12/08/88)  924.5    (m)         3033.     (f) VERT ANG       
 KH0843
 KH0843.Superseded values are not recommended for survey control.
 KH0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0843.See file dsdata.txt to determine how the superseded data were derived.
 KH0843
 KH0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK2621407191(NAD 83)
 KH0843_MARKER: DD = SURVEY DISK
 KH0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0843_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0843+STABILITY: SURFACE MOTION
 KH0843
 KH0843  HISTORY     - Date     Condition        Report By
 KH0843  HISTORY     - 1987     MONUMENTED       NOS
 KH0843
 KH0843                          STATION DESCRIPTION
 KH0843
 KH0843'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KH0843'THE STATION IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF THE ATWOOD HIGH
 KH0843'SCHOOL ON THE ROAD RIGHT OF WAY.
 KH0843'
 KH0843'TO REACH THE STATION FROM THE POST OFFICE IN ATWOOD, GO EAST FOR O.15
 KH0843'MILE TO A T INTERSECTION AT SCHOOLHOUSE.  TURN RIGHT AND GO SOUTH FOR
 KH0843'0.05 MILE TO ANOTHER T INTERSECTION.  TURN LEFT AND GO EAST FOR 0.05
 KH0843'MILE TO A POINT WHERE THE ROAD CURVES SOUTH.  BEAR RIGHT AND GO SOUTH
 KH0843'FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 KH0843'
 KH0843'THE STATION IS A STANDARD NGS AZ MARK DISK STAMPED---ATWOOD 1951 AZ 2
 KH0843'1967---, SET INTO THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 KH0843'IT IS LOCATED 42.5 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 2 FEET
 KH0843'WEST OF A TELEPHONE POLE, AND 1.5 FEET NORTH OF A NGS WITNESS POST.
 KH0843'HEIGHT OF THE LIGHT ABOVE THE MARK WAS 1.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0616 ***********************************************************************
 KH0616  DESIGNATION -  ATWOOD CENT KANS PWR LT CO MST
 KH0616  PID         -  KH0616
 KH0616  STATE/COUNTY-  KS/RAWLINS
 KH0616  USGS QUAD   -  ATWOOD (1978)
 KH0616
 KH0616                         *CURRENT SURVEY CONTROL
 KH0616  ___________________________________________________________________
 KH0616* NAD 83(1997)-  39 47 49.23626(N)    101 02 25.81877(W)     ADJUSTED  
 KH0616* NAVD 88     -                                                        
 KH0616  ___________________________________________________________________
 KH0616  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KH0616  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KH0616
 KH0616  HORZ ORDER  -  THIRD
 KH0616
 KH0616.The horizontal coordinates were established by classical geodetic methods
 KH0616.and adjusted by the National Geodetic Survey in October 1998..
 KH0616
 KH0616
 KH0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0616
 KH0616.The geoid height was determined by GEOID03.
 KH0616
 KH0616;                    North         East     Units Scale Factor Converg.
 KH0616;SPC KS N     -   166,862.185   139,640.694   MT  1.00000225   -1 55 25.6
 KH0616;UTM  14      - 4,407,219.317   325,301.683   MT  0.99997574   -1 18 23.0
 KH0616
 KH0616                          SUPERSEDED SURVEY CONTROL
 KH0616
 KH0616  NAD 83(1997)-  39 47 49.23608(N)    101 02 25.82003(W) AD(       ) 4
 KH0616  NAD 83(1986)-  39 47 49.23885(N)    101 02 25.82040(W) AD(       ) 4
 KH0616  NAD 27      -  39 47 49.24500(N)    101 02 24.26200(W) AD(       ) 3
 KH0616
 KH0616.Superseded values are not recommended for survey control.
 KH0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0616.See file dsdata.txt to determine how the superseded data were derived.
 KH0616
 KH0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK2530207219(NAD 83)
 KH0616_MARKER: 42 = RADIO/TV MAST
 KH0616
 KH0616  HISTORY     - Date     Condition        Report By
 KH0616  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0616  HISTORY     - 1987     GOOD             NOS
 KH0616
 KH0616                          STATION DESCRIPTION
 KH0616
 KH0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0616'THE STATION IS LOCATED IN THE SOUTH PART OF ATWOOD.  IT IS
 KH0616'350 FEET NORTH OF A EAST-WEST FENCE LINE.
 KH0616'
 KH0616'IT IS A STEEL STRUCTURE WITH AN OVERALL HEIGHT OF ABOUT 190
 KH0616'FEET.
 KH0616'
 KH0616'THE LIGHT AT THE APEX OF THE TOWER WAS OBSERVED UPON.
 KH0616
 KH0616                          STATION RECOVERY (1987)
 KH0616
 KH0616'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KH0616'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KH0616'
 KH0616'RECOVERED BY JDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1825 ***********************************************************************
 JE1825  DESIGNATION -  AUBURN
 JE1825  PID         -  JE1825
 JE1825  STATE/COUNTY-  KS/SHAWNEE
 JE1825  USGS QUAD   -  AUBURN (1975)
 JE1825
 JE1825                         *CURRENT SURVEY CONTROL
 JE1825  ___________________________________________________________________
 JE1825* NAD 83(1997)-  38 55 15.43467(N)    095 47 54.32940(W)     ADJUSTED  
 JE1825* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 JE1825  ___________________________________________________________________
 JE1825  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 JE1825  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JE1825
 JE1825  HORZ ORDER  -  SECOND
 JE1825
 JE1825.The horizontal coordinates were established by classical geodetic methods
 JE1825.and adjusted by the National Geodetic Survey in October 1998..
 JE1825
 JE1825.The orthometric height was scaled from a topographic map.
 JE1825
 JE1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1825
 JE1825.The geoid height was determined by GEOID03.
 JE1825
 JE1825;                    North         East     Units Scale Factor Converg.
 JE1825;SPC KS N     -    67,552.846   590,902.656   MT  0.99997332   +1 23 34.7
 JE1825;SPC KS S     -   653,604.259   634,276.051   MT  1.00008932   +1 39 36.7
 JE1825;UTM  15      - 4,311,728.695   257,389.574   MT  1.00032484   -1 45 32.3
 JE1825
 JE1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1825!SPC KS N     -   0.99994869  x   0.99997332  =   0.99992201
 JE1825!SPC KS S     -   0.99994869  x   1.00008932  =   1.00003801
 JE1825!UTM  15      -   0.99994869  x   1.00032484  =   1.00027351
 JE1825
 JE1825|---------------------------------------------------------------------|
 JE1825| PID    Reference Object                     Distance      Geod. Az  |
 JE1825|                                                           dddmmss.s |
 JE1825| CL4217 AUBURN RM 1                          15.482 METERS 02622     |
 JE1825| JE1768 PAULINE CULLEN VILLAGE TANK         APPROX. 8.6 KM 0735124.1 |
 JE1825| CL4218 AUBURN RM 2                          20.524 METERS 15919     |
 JE1825| CL4216 AUBURN AZ MK                                       2045744.4 |
 JE1825| JE1826 AUBURN RURAL WATER DIST 2 TANK      APPROX. 2.3 KM 3124802.3 |
 JE1825|---------------------------------------------------------------------|
 JE1825
 JE1825                          SUPERSEDED SURVEY CONTROL
 JE1825
 JE1825  NAD 83(1986)-  38 55 15.44119(N)    095 47 54.32748(W) AD(       ) 2
 JE1825  NAD 27      -  38 55 15.43180(N)    095 47 53.38280(W) AD(       ) 2
 JE1825
 JE1825.Superseded values are not recommended for survey control.
 JE1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1825.See file dsdata.txt to determine how the superseded data were derived.
 JE1825
 JE1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD5739011729(NAD 83)
 JE1825_MARKER: DS = TRIANGULATION STATION DISK
 JE1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1825
 JE1825  HISTORY     - Date     Condition        Report By
 JE1825  HISTORY     - 1960     MONUMENTED       CGS
 JE1825
 JE1825                          STATION DESCRIPTION
 JE1825
 JE1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1825'THE STATION IS ABOUT 1 MILE EAST AND ABOUT 1 MILE NORTH OF
 JE1825'AUBURN, IN PASTURE LAND OWNED BY THE BOLEYS, HENRY AND C.D.
 JE1825'
 JE1825'TO REACH THE STATION FROM THE POST OFFICE AT AUBURN GO NORTH
 JE1825'ON THE MAIN STREET FOR 0.45 MILE TO A CROSSROAD AT A GARAGE
 JE1825'IN THE SOUTHEAST ANGLE, TURN RIGHT AND GO EAST 0.7 MILE
 JE1825'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE
 JE1825'GRAVELED ROAD FOR 0.3 MILE TO A CROSSROAD, TURN LEFT AND
 JE1825'GO NORTH FOR 0.6 MILE TO A GATE INTO THE PASTURE AND THE
 JE1825'STATION ON THE LEFT.
 JE1825'
 JE1825'THE STATION MARK, STAMPED AUBURN 1960, IS A STANDARD DISK
 JE1825'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 JE1825'GROUND.  IT IS 36 FEET NORTHWEST OF THE GATE LEADING INTO
 JE1825'THE PASTURE AND 22 FEET WEST OF THE WITNESS POST.
 JE1825'
 JE1825'REFERENCE MARK NO. 1, STAMPED AUBURN NO 1 1960, IS A STANDARD
 JE1825'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 JE1825'2 INCHES.  IT IS 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 JE1825'
 JE1825'REFERENCE MARK NO. 2, STAMPED AUBURN NO 2 1960, IS A STANDARD
 JE1825'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 JE1825'2 INCHES.  IT IS 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 JE1825'
 JE1825'THE AZIMUTH MARK, STAMPED AUBURN 1960, IS A STANDARD DISK
 JE1825'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH WITH
 JE1825'THE GROUND.  IT IS ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST
 JE1825'SECTION LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1826 ***********************************************************************
 JE1826  DESIGNATION -  AUBURN RURAL WATER DIST 2 TANK
 JE1826  PID         -  JE1826
 JE1826  STATE/COUNTY-  KS/SHAWNEE
 JE1826  USGS QUAD   -  AUBURN (1975)
 JE1826
 JE1826                         *CURRENT SURVEY CONTROL
 JE1826  ___________________________________________________________________
 JE1826* NAD 83(1997)-  38 56 07.06169(N)    095 49 05.71910(W)     ADJUSTED  
 JE1826* NAVD 88     -                                                        
 JE1826  ___________________________________________________________________
 JE1826  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JE1826  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JE1826
 JE1826  HORZ ORDER  -  THIRD
 JE1826
 JE1826.The horizontal coordinates were established by classical geodetic methods
 JE1826.and adjusted by the National Geodetic Survey in October 1998..
 JE1826
 JE1826
 JE1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1826
 JE1826.The geoid height was determined by GEOID03.
 JE1826
 JE1826;                    North         East     Units Scale Factor Converg.
 JE1826;SPC KS N     -    69,102.759   589,145.101   MT  0.99997192   +1 22 49.5
 JE1826;SPC KS S     -   655,146.136   632,511.072   MT  1.00009375   +1 38 52.8
 JE1826;UTM  15      - 4,313,373.494   255,719.309   MT  1.00033486   -1 46 19.2
 JE1826
 JE1826                          SUPERSEDED SURVEY CONTROL
 JE1826
 JE1826  NAD 83(1986)-  38 56 07.06849(N)    095 49 05.71680(W) AD(       ) 4
 JE1826  NAD 27      -  38 56 07.06100(N)    095 49 04.77000(W) AD(       ) 3
 JE1826
 JE1826.Superseded values are not recommended for survey control.
 JE1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1826.See file dsdata.txt to determine how the superseded data were derived.
 JE1826
 JE1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD5571913373(NAD 83)
 JE1826_MARKER: 53 = ELEVATED TANK
 JE1826
 JE1826  HISTORY     - Date     Condition        Report By
 JE1826  HISTORY     - 1960     FIRST OBSERVED   CGS
 JE1826
 JE1826                          STATION DESCRIPTION
 JE1826
 JE1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1826'THE STATION IS ABOUT 2 MILES NORTH OF AUBURN.
 JE1826'
 JE1826'TO REACH THE STATION FROM THE POST OFFICE AT AUBURN GO NORTH ON
 JE1826'THE MACADAM ROAD FOR 1.75 MILE TO A WIRE GATE ON THE LEFT, PASS
 JE1826'THRU GATE AND FOLLOW THE TRACK ROAD NORTHWEST 0.15 MILE TO THE
 JE1826'STATION.
 JE1826'
 JE1826'THE STATION, A 4-LEGGED STEEL STRUCTURE PAINTED SILVER, HAS AN
 JE1826'OVER-ALL HEIGHT OF 135 FEET AND THE BALL AT THE APEX WAS THE
 JE1826'POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1183 ***********************************************************************
 HF1183  DESIGNATION -  AUGUSTA 2
 HF1183  PID         -  HF1183
 HF1183  STATE/COUNTY-  KS/BUTLER
 HF1183  USGS QUAD   -  AUGUSTA (1979)
 HF1183
 HF1183                         *CURRENT SURVEY CONTROL
 HF1183  ___________________________________________________________________
 HF1183* NAD 83(1997)-  37 40 59.91183(N)    096 58 50.45760(W)     ADJUSTED  
 HF1183* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 HF1183  ___________________________________________________________________
 HF1183  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 HF1183  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HF1183
 HF1183  HORZ ORDER  -  THIRD
 HF1183
 HF1183.The horizontal coordinates were established by classical geodetic methods
 HF1183.and adjusted by the National Geodetic Survey in October 1998..
 HF1183.No horizontal observational check was made to the station.
 HF1183
 HF1183.The orthometric height was scaled from a topographic map.
 HF1183
 HF1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1183
 HF1183.The geoid height was determined by GEOID03.
 HF1183
 HF1183;                    North         East     Units Scale Factor Converg.
 HF1183;SPC KS S     -   513,923.386   534,003.798   MT  0.99994424   +0 56 01.2
 HF1183;UTM  14      - 4,172,596.970   678,059.771   MT  0.99999053   +1 14 05.0
 HF1183
 HF1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1183!SPC KS S     -   0.99994397  x   0.99994424  =   0.99988822
 HF1183!UTM  14      -   0.99994397  x   0.99999053  =   0.99993450
 HF1183
 HF1183|---------------------------------------------------------------------|
 HF1183| PID    Reference Object                     Distance      Geod. Az  |
 HF1183|                                                           dddmmss.s |
 HF1183| HF1181 AUGUSTA                              15.709 METERS 12500     |
 HF1183| CL4226 AUGUSTA 2 RM 4                        6.754 METERS 16853     |
 HF1183| CL4225 AUGUSTA 2 RM 3                        9.641 METERS 34959     |
 HF1183|---------------------------------------------------------------------|
 HF1183
 HF1183                          SUPERSEDED SURVEY CONTROL
 HF1183
 HF1183  NAD 83(1997)-  37 40 59.91861(N)    096 58 50.44679(W) AD(       ) 3
 HF1183  NAD 83(1986)-  37 40 59.92582(N)    096 58 50.44984(W) AD(       ) 3
 HF1183  NAD 27      -  37 40 59.86286(N)    096 58 49.31908(W) AD(       ) 3
 HF1183
 HF1183.Superseded values are not recommended for survey control.
 HF1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1183.See file dsdata.txt to determine how the superseded data were derived.
 HF1183
 HF1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7806072597(NAD 83)
 HF1183_MARKER: DS = TRIANGULATION STATION DISK
 HF1183_SETTING: 66 = SET IN ROCK OUTCROP
 HF1183
 HF1183  HISTORY     - Date     Condition        Report By
 HF1183  HISTORY     - 1972     MONUMENTED       NGS
 HF1183
 HF1183                          STATION DESCRIPTION
 HF1183
 HF1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HF1183'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE TOWN OF
 HF1183'AUGUSTA AND NEAR THE NEW MUNICIPAL WATER TANK FOR THE TOWN
 HF1183'OF AUGUSTA.
 HF1183'
 HF1183'TO REACH THE STATION FROM THE WEST SIDE OF THE AUGUSTA SCHOOL,
 HF1183'GO NORTH ON A TRACK ROAD FOR 0.15 MILE TO TOP OF THE HILL, THE
 HF1183'WATER TANK ON THE RIGHT AND THE STATION ON THE LEFT.
 HF1183'
 HF1183'THE STATION MARK IS A STANDARD DISK STAMPED AUGUSTA 2 1972,
 HF1183'CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK THAT PROJECTS
 HF1183'4 INCHES ON THE SOUTH SIDE.  IT IS 35 FEET EAST OF A 16-INCH
 HF1183'TREE, 13.5 FEET SOUTHWEST OF A TRIPLE FORKED TREE AND 8 FEET
 HF1183'WEST OF A FENCE.
 HF1183'
 HF1183'REFERENCE MARK 3 IS A STANDARD DISK STAMPED AUGUSTA 2 NO 3 1972,
 HF1183'CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK THAT IS FLUSH
 HF1183'WITH THE GROUND SURFACE.  IT IS 24 FEET NORTHWEST OF THE
 HF1183'TRIPLE FORKED TREE AND 12.5 FEET WEST OF THE FENCE.
 HF1183'
 HF1183'REFERENCE MARK 4 IS A STANDARD DISK STAMPED AUGUSTA 2 NO 4 1972,
 HF1183'CEMENTED IN A DRILL HOLE IN OUT CROPPING BEDROCK THAT IS
 HF1183'FLUSH WITH THE GROUND SURFACE AND IS 4 FEET WEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1182 ***********************************************************************
 HF1182  DESIGNATION -  AUGUSTA MUNICIPAL TANK
 HF1182  PID         -  HF1182
 HF1182  STATE/COUNTY-  KS/BUTLER
 HF1182  USGS QUAD   -  AUGUSTA (1979)
 HF1182
 HF1182                         *CURRENT SURVEY CONTROL
 HF1182  ___________________________________________________________________
 HF1182* NAD 83(1997)-  37 40 59.81206(N)    096 58 49.65922(W)     ADJUSTED  
 HF1182* NAVD 88     -                                                        
 HF1182  ___________________________________________________________________
 HF1182  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 HF1182  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HF1182
 HF1182  HORZ ORDER  -  THIRD
 HF1182
 HF1182.The horizontal coordinates were established by classical geodetic methods
 HF1182.and adjusted by the National Geodetic Survey in October 1998..
 HF1182
 HF1182
 HF1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1182
 HF1182.The geoid height was determined by GEOID03.
 HF1182
 HF1182;                    North         East     Units Scale Factor Converg.
 HF1182;SPC KS S     -   513,920.629   534,023.406   MT  0.99994424   +0 56 01.7
 HF1182;UTM  14      - 4,172,594.316   678,079.395   MT  0.99999062   +1 14 05.5
 HF1182
 HF1182                          SUPERSEDED SURVEY CONTROL
 HF1182
 HF1182  NAD 83(1997)-  37 40 59.81883(N)    096 58 49.64842(W) AD(       ) 4
 HF1182  NAD 83(1986)-  37 40 59.82558(N)    096 58 49.65093(W) AD(       ) 4
 HF1182  NAD 27      -  37 40 59.76415(N)    096 58 48.51929(W) AD(       ) 3
 HF1182
 HF1182.Superseded values are not recommended for survey control.
 HF1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1182.See file dsdata.txt to determine how the superseded data were derived.
 HF1182
 HF1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7807972594(NAD 83)
 HF1182_MARKER: 53 = ELEVATED TANK
 HF1182
 HF1182  HISTORY     - Date     Condition        Report By
 HF1182  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1182  HISTORY     - 1940     GOOD             CGS
 HF1182  HISTORY     - 1962     GOOD             CGS
 HF1182
 HF1182                          STATION DESCRIPTION
 HF1182
 HF1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1182'POINT SIGHTED UPON WAS FINIAL ATOP SILVER PAINTED MUNICIPAL
 HF1182'WATER TANK LOCATED AT AUGUSTA.  ABOUT 100 FEET HIGH, ON
 HF1182'THE NORTH EDGE OF TOWN.
 HF1182'
 HF1182'STATION OBSERVED UPON FROM BOYER, SEIBERT, SONTAG, AND GLAVES.
 HF1182
 HF1182                          STATION RECOVERY (1940)
 HF1182
 HF1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1182'STATION IS IN THE NW PART OF THE TOWN OF AUGUSTA.  IT IS
 HF1182'ON A LOW HILL JUST N AND W OF THE HIGH SCHOOL BUILDING.
 HF1182'
 HF1182'THE TANK IS SUPPORTED BY 4 STEEL TRUSSWORK LEGS AND IS
 HF1182'APPROXIMATELY 120 FEET HIGH.  IT HAS A CATWALK JUST UNDERNEATH
 HF1182'THE TANK PROPER THAT REACHES FROM THE FEED PIPE TO THE SE
 HF1182'LEG.  THERE IS A PLATFORM AND HAND RAIL AT THE LOWER PART OF
 HF1182'THE TANK THAT CIRCLES THE ENTIRE TANK.  THE ENTIRE STRUCTURE
 HF1182'IS PAINTED SILVER AND HAS A LIGHT AT ITS APEX.
 HF1182
 HF1182                          STATION RECOVERY (1962)
 HF1182
 HF1182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1182'THE DESCRIPTION IS ENTIRELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0865 ***********************************************************************
 KF0865  DESIGNATION -  AURORA MUNICIPAL TANK
 KF0865  PID         -  KF0865
 KF0865  STATE/COUNTY-  KS/CLOUD
 KF0865  USGS QUAD   -  AURORA (1965)
 KF0865
 KF0865                         *CURRENT SURVEY CONTROL
 KF0865  ___________________________________________________________________
 KF0865* NAD 83(1997)-  39 27 14.19446(N)    097 31 47.94203(W)     ADJUSTED  
 KF0865* NAVD 88     -                                                        
 KF0865  ___________________________________________________________________
 KF0865  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 KF0865  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 KF0865
 KF0865  HORZ ORDER  -  THIRD
 KF0865
 KF0865.The horizontal coordinates were established by classical geodetic methods
 KF0865.and adjusted by the National Geodetic Survey in October 1998..
 KF0865
 KF0865
 KF0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0865
 KF0865.The geoid height was determined by GEOID03.
 KF0865
 KF0865;                    North         East     Units Scale Factor Converg.
 KF0865;SPC KS N     -   124,506.727   440,452.687   MT  0.99996312   +0 17 50.6
 KF0865;UTM  14      - 4,368,184.226   626,476.612   MT  0.99979695   +0 56 03.3
 KF0865
 KF0865                          SUPERSEDED SURVEY CONTROL
 KF0865
 KF0865  NAD 83(1986)-  39 27 14.20305(N)    097 31 47.94110(W) AD(       ) 4
 KF0865  NAD 27      -  39 27 14.19000(N)    097 31 46.80900(W) AD(       ) 3
 KF0865
 KF0865.Superseded values are not recommended for survey control.
 KF0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0865.See file dsdata.txt to determine how the superseded data were derived.
 KF0865
 KF0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2647768184(NAD 83)
 KF0865_MARKER: 53 = ELEVATED TANK
 KF0865
 KF0865  HISTORY     - Date     Condition        Report By
 KF0865  HISTORY     - 1935     FIRST OBSERVED   CGS
 KF0865  HISTORY     - 1950     GOOD             CGS
 KF0865
 KF0865                          STATION DESCRIPTION
 KF0865
 KF0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0865'POINT OBSERVED UPON IS THE FINIAL ATOP OF LARGE SILVER WATER
 KF0865'TANK IN AURORA.  THIS TOWN WAS OFF SCHEME AND WAS NOT VISITED.
 KF0865'ONLY TANK IN VICINITY, PROBABLY MUNICIPAL WATER SUPPLY.
 KF0865'
 KF0865'OBSERVED UPON FROM STATIONS OAK AND MERTEN.
 KF0865
 KF0865                          STATION RECOVERY (1950)
 KF0865
 KF0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0865'LOCATED ABOUT 1 BLOCK NORTH OF THE CENTER OF THE TOWN AND
 KF0865'JUST NORTH OF THE ST PETERS CATHOLIC CHURCH.  IT IS A 4 LEGGED
 KF0865'STEEL STRUCTURE ABOUT 100 FEET HIGH.  POINT OBSERVED UPON, FINIAL
 KF0865'ON THE APEX OF THE TANK ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1005 ***********************************************************************
 KF1005  DESIGNATION -  AVOCA
 KF1005  PID         -  KF1005
 KF1005  STATE/COUNTY-  KS/JACKSON
 KF1005  USGS QUAD   -  ONAGA NE (1964)
 KF1005
 KF1005                         *CURRENT SURVEY CONTROL
 KF1005  ___________________________________________________________________
 KF1005* NAD 83(1997)-  39 26 03.30790(N)    096 01 14.33259(W)     ADJUSTED  
 KF1005* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 KF1005  ___________________________________________________________________
 KF1005  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 KF1005  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 KF1005
 KF1005  HORZ ORDER  -  FIRST
 KF1005
 KF1005.The horizontal coordinates were established by classical geodetic methods
 KF1005.and adjusted by the National Geodetic Survey in October 1998..
 KF1005
 KF1005.The orthometric height was scaled from a topographic map.
 KF1005
 KF1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1005
 KF1005.The geoid height was determined by GEOID03.
 KF1005
 KF1005;                    North         East     Units Scale Factor Converg.
 KF1005;SPC KS N     -   124,077.955   570,391.079   MT  0.99996197   +1 15 08.5
 KF1005;UTM  14      - 4,369,204.753   756,425.474   MT  1.00040966   +1 53 36.6
 KF1005;UTM  15      - 4,369,323.092   240,019.654   MT  1.00043227   -1 55 11.2
 KF1005
 KF1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1005!SPC KS N     -   0.99993950  x   0.99996197  =   0.99990147
 KF1005!UTM  14      -   0.99993950  x   1.00040966  =   1.00034914
 KF1005!UTM  15      -   0.99993950  x   1.00043227  =   1.00037175
 KF1005
 KF1005|---------------------------------------------------------------------|
 KF1005| PID    Reference Object                     Distance      Geod. Az  |
 KF1005|                                                           dddmmss.s |
 KF1005| CL6798 AVOCA RM 1                           33.048 METERS 09019     |
 KF1005| KF1007 DELIA                               APPROX.20.1 KM 1832624.1 |
 KF1005| CL6799 AVOCA RM 2                           32.475 METERS 29253     |
 KF1005| CL6797 AVOCA AZ MK                                        3320959.5 |
 KF1005|---------------------------------------------------------------------|
 KF1005
 KF1005                          SUPERSEDED SURVEY CONTROL
 KF1005
 KF1005  NAD 83(1997)-  39 26 03.31383(N)    096 01 14.32956(W) AD(       ) 1
 KF1005  NAD 83(1986)-  39 26 03.31433(N)    096 01 14.32885(W) AD(       ) 1
 KF1005  NAD 27      -  39 26 03.33300(N)    096 01 13.35100(W) AD(       ) 1
 KF1005
 KF1005.Superseded values are not recommended for survey control.
 KF1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1005.See file dsdata.txt to determine how the superseded data were derived.
 KF1005
 KF1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5642569205(NAD 83)
 KF1005_MARKER: DS = TRIANGULATION STATION DISK
 KF1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1005_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1005
 KF1005  HISTORY     - Date     Condition        Report By
 KF1005  HISTORY     - 1934     MONUMENTED       CGS
 KF1005  HISTORY     - 1947     GOOD             CGS
 KF1005  HISTORY     - 1950     GOOD             CGS
 KF1005  HISTORY     - 1960     GOOD             USGS
 KF1005
 KF1005                          STATION DESCRIPTION
 KF1005
 KF1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KF1005'STATION IS LOCATED ABOUT 15 MILES WEST AND 2 MILES SOUTH
 KF1005'OF HOLTON, AT THE NORTH EDGE OF THE NORTHEAST QUARTER OF SEC.
 KF1005'24, T. 7 S., R. 12 E., ON LAND OWNED AND OCCUPIED BY GEORGE
 KF1005'ZIGENBEIN, WHO LIVES ABOUT 200 YARDS EAST OF STATION.
 KF1005'
 KF1005'TO REACH FROM HOLTON, GO WEST ON STATE HIGHWAY 16, FOR 12
 KF1005'MILES TO CROSSROADS, CONTINUE WEST 3.0 MILES TO CROSSROADS,
 KF1005'THEN TURN LEFT (SOUTH) ON SECTION-LINE ROAD 2.0 MILES TO
 KF1005'CROSSROADS AT BOTTOM OF HILL, THEN TURN RIGHT AND GO WEST ON
 KF1005'A LITTLE SECTIONLINE ROAD 0.2 MILE TO HIGHEST POINT ON HILL
 KF1005'AND STATION ON LEFT.
 KF1005'
 KF1005'STATION IS 25 FEET SOUTH OF CENTERLINE OF ROAD LEADING TO
 KF1005'STATION, 4 FEET SOUTH OF EAST-AND-WEST WIRE FENCE AND
 KF1005'PROJECTS ABOUT 6 INCHES ABOVE SURFACE OF GROUND.
 KF1005'
 KF1005'REFERENCE MARK NO. 1 IS 33.048 METERS (108.42 FEET) EAST OF
 KF1005'STATION IN EAST-AND-WEST FENCE LINE AND PROJECTS ABOUT 4
 KF1005'INCHES ABOVE SURFACE OF GROUND.
 KF1005'
 KF1005'REFERENCE MARK NO. 2 IS 32.475 METERS (106.55 FEET)
 KF1005'WEST-NORTHWEST OF STATION IN EAST-AND-WEST FENCE LINE AND
 KF1005'PROJECTS APPROXIMATELY 4 INCHES ABOVE SURFACE OF GROUND.
 KF1005'
 KF1005'AZIMUTH MARK IS APPROXIMATELY 1.25 MILES NORTHWEST OF STATION.
 KF1005'TO REACH FROM STATION, GO EAST 0.2 MILE THENCE LEFT (NORTH)
 KF1005'1.0 MILE, THEN LEFT (WEST) 0.7 MILE TO MARK SOUTH OF ROAD, SET
 KF1005'15 FEET SOUTH OF CENTERLINE OF ROAD LEADING TO MARK, 25 FEET
 KF1005'NORTHWEST OF CORNER OF EAST-AND-WEST WIRE FENCE, 1 FOOT NORTH
 KF1005'OF EAST-AND-WEST WIRE FENCE AND PROJECTS ABOUT 8 INCHES ABOVE
 KF1005'SURFACE OF GROUND.
 KF1005'
 KF1005'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KF1005'BRONZE DISKS SET IN CONCRETE.
 KF1005'
 KF1005'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KF1005
 KF1005                          STATION RECOVERY (1947)
 KF1005
 KF1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1005'THE STATION, AZIMUTH MARK, REFERENCE MARKS NOS, 1 AND 2
 KF1005'RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING IS A
 KF1005'COMPLETE DESCRIPTION.
 KF1005'
 KF1005'THE STATION IS LOCATED ABOUT 15.0 MILES WEST AND 2.0 MILES
 KF1005'SOUTH OF HOLTON AND 6 MILES SOUTH-SOUTHEAST OF HAVENSVILLE,
 KF1005'AT THE NORTH EDGE OF THE NORTHEAST 1/4 OF SECTION 24, T 7 S,
 KF1005'R 12 E,.  IT IS 0.1 MILE NORTHWEST OF A FARM HOUSE, 30 FEET SOUTH
 KF1005'OF AN OLD ABANDONED EAST-WEST SECTION LINE ROAD, 1 FOOT SOUTH
 KF1005'OF EAST-WEST FENCE LINE AND 6 FEET EAST OF A WHITE WITNESS
 KF1005'POST.  IT IS STAMPED AVOCA 1934 AND PROJECTS 6 INCHES.
 KF1005'
 KF1005'REFERENCE MARK NO 1 IS EAST OF THE STATION, 1 FOOT SOUTH OF THE
 KF1005'EAST-WEST FENCE LINE AND ABOUT THE SAME ELEVATION AS THE
 KF1005'STATION.  IT IS STAMPED AVOCA NO 1 1934 AND PROJECTS 4
 KF1005'INCHES.
 KF1005'
 KF1005'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION ACROSS THE
 KF1005'ROAD, SET IN THE EAST-WEST FENCE LINE.  IT IS STAMPED AVOCA
 KF1005'NO 2 1934 AND PROJECTS 4 INCHES.
 KF1005'
 KF1005'THE AZIMUTH MARK IS ABOUT 1.2 MILES NORTHWEST OF THE STATION,
 KF1005'30 FEET SOUTH OF EAST-WEST SECTION LINE ROAD, 5 FEET WEST OF
 KF1005'FENCE CORNER, 3 FEET WEST OF A SMALL CEDAR BUSH AND 3 FEET
 KF1005'EAST OF A WHITE WITNESS POST.  IT IS STAMPED AVOCA 1934 AND
 KF1005'PROJECTS 10 INCHES.
 KF1005'
 KF1005'TO REACH THE STATION FROM THE POST OFFICE IN HAVENSVILLE,
 KF1005'GO SOUTH ON STATE ROUTE 63 FOR 3.3 MILES TO CROSS ROADS WHERE
 KF1005'STATE ROUTE 16 LEADS EAST, TURN LEFT AND FOLLOW ROUTE 16
 KF1005'EAST FOR 2.9 MILES TO CROSS ROADS JUST WEST OF CHURCH AND
 KF1005'CEMETERY, TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 2.1 MILES,
 KF1005'TURN RIGHT ON PRIVATE DRIVEWAY AT MAIL BOX AND GO 0.1 MILE,
 KF1005'PASS BETWEEN HOUSE AND BARN, TURN LEFT AND GO WEST ON OLD
 KF1005'SECTION LINE ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT
 KF1005'IN FENCE LINE AS DESCRIBED.
 KF1005'
 KF1005'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST TO
 KF1005'NORTH-SOUTH SECTION LINE ROAD, TURN LEFT AND GO NORTH FOR
 KF1005'1.0 MILE TO CROSS ROADS, TURN LEFT AND GO WEST FOR 0.7 MILE
 KF1005'TO THE MARK ON THE LEFT IN FENCE LINE AS DESCRIBED.
 KF1005'
 KF1005'A 47 FOOT SIGNAL AT STATION DELIA 1934 IS V.G.
 KF1005'
 KF1005'A 4 FOOT SIGNAL AT STATION RANGE IS V.G.
 KF1005'
 KF1005'A 74 FOOT SIGNAL AT STATION WHEATON IS VISIBLE AT 37 FEET.
 KF1005'
 KF1005'A 47 FOOT SIGNAL AT STATION HAVENSVILLE IS V.G.
 KF1005'
 KF1005'AN 87 FOOT SIGNAL AT STATION MINNER 1934 IS V.G.
 KF1005
 KF1005                          STATION RECOVERY (1950)
 KF1005
 KF1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KF1005'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 KF1005'AS DESCRIBED BY R.L.E. IN 1947 AND ALL MARKS WERE FOUND IN GOOD
 KF1005'CONDITION.
 KF1005
 KF1005                          STATION RECOVERY (1960)
 KF1005
 KF1005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KF1005'THE AZIMUTH MARK WAS LEANING, APPARENTLY HIT BY A ROAD GRADER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0998 ***********************************************************************
 KF0998  DESIGNATION -  AXTELL MUNICIPAL TANK
 KF0998  PID         -  KF0998
 KF0998  STATE/COUNTY-  KS/MARSHALL
 KF0998  USGS QUAD   -  AXTELL (1983)
 KF0998
 KF0998                         *CURRENT SURVEY CONTROL
 KF0998  ___________________________________________________________________
 KF0998* NAD 83(1997)-  39 52 18.73536(N)    096 15 31.39198(W)     ADJUSTED  
 KF0998* NAVD 88     -                                                        
 KF0998  ___________________________________________________________________
 KF0998  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 KF0998  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 KF0998
 KF0998  HORZ ORDER  -  THIRD
 KF0998
 KF0998.The horizontal coordinates were established by classical geodetic methods
 KF0998.and adjusted by the National Geodetic Survey in October 1998..
 KF0998
 KF0998
 KF0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0998
 KF0998.The geoid height was determined by GEOID03.
 KF0998
 KF0998;                    North         East     Units Scale Factor Converg.
 KF0998;SPC KS N     -   172,235.087   548,965.300   MT  1.00001556   +1 06 06.2
 KF0998;UTM  14      - 4,417,133.267   734,447.709   MT  1.00027674   +1 45 29.4
 KF0998
 KF0998                          SUPERSEDED SURVEY CONTROL
 KF0998
 KF0998  NAD 83(1997)-  39 52 18.73675(N)    096 15 31.39131(W) AD(       ) 4
 KF0998  NAD 83(1986)-  39 52 18.74132(N)    096 15 31.38785(W) AD(       ) 4
 KF0998  NAD 27      -  39 52 18.74500(N)    096 15 30.34800(W) AD(       ) 3
 KF0998
 KF0998.Superseded values are not recommended for survey control.
 KF0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0998.See file dsdata.txt to determine how the superseded data were derived.
 KF0998
 KF0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK3444817133(NAD 83)
 KF0998_MARKER: 53 = ELEVATED TANK
 KF0998
 KF0998  HISTORY     - Date     Condition        Report By
 KF0998  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF0998  HISTORY     - 1965     GOOD             CGS
 KF0998  HISTORY     - 20050624 GOOD             GEOCAC
 KF0998  HISTORY     - 20050716 GOOD             USPSQD
 KF0998
 KF0998                          STATION DESCRIPTION
 KF0998
 KF0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0998'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY LOCATED
 KF0998'IN THE SOUTHWEST EDGE OF THE BUSINESS DISTRICT.  IT IS A FOUR
 KF0998'LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH.  THE ENTIRE STRUCTURE
 KF0998'IS PAINTED BLACK WITH WHITE LETTERING AXTELL ON THE SOUTH SIDE.
 KF0998'POINT OBSERVED UPON, FINIAL ON THE APEX OF THE ROOF.
 KF0998
 KF0998                          STATION RECOVERY (1965)
 KF0998
 KF0998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0998'THIS INTERSECTION STATION RECOVERED AS DESCRIBED.
 KF0998
 KF0998                          STATION RECOVERY (2005)
 KF0998
 KF0998'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0998'THE TANK IS PAINTED SILVER WITH A BLACK ROOF AND RED AXTELL LETTERS.
 KF0998
 KF0998                          STATION RECOVERY (2005)
 KF0998
 KF0998'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KF0998'STATION FOUND GOOD. STATION IS NORTH OF CHERRY STREET, SOUTH OF MAPLE
 KF0998'STREET, EAST OF FOURTH STREET, AND WEST OF FIFTH STREET. TANK IS SOUTH
 KF0998'OF AN EAST-WEST ALLEY BETWEEN CHERRY AND MAPLE STREETS. TANK IS NOW
 KF0998'SILVER WITH RED LETTERING AXTELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0996 ***********************************************************************
 KF0996  DESIGNATION -  AXTELL ST MICHAELS CATH CH
 KF0996  PID         -  KF0996
 KF0996  STATE/COUNTY-  KS/MARSHALL
 KF0996  USGS QUAD   -  AXTELL (1983)
 KF0996
 KF0996                         *CURRENT SURVEY CONTROL
 KF0996  ___________________________________________________________________
 KF0996* NAD 83(1997)-  39 52 29.29691(N)    096 15 22.55187(W)     ADJUSTED  
 KF0996* NAVD 88     -                                                        
 KF0996  ___________________________________________________________________
 KF0996  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 KF0996  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 KF0996
 KF0996  HORZ ORDER  -  THIRD
 KF0996
 KF0996.The horizontal coordinates were established by classical geodetic methods
 KF0996.and adjusted by the National Geodetic Survey in October 1998..
 KF0996
 KF0996
 KF0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0996
 KF0996.The geoid height was determined by GEOID03.
 KF0996
 KF0996;                    North         East     Units Scale Factor Converg.
 KF0996;SPC KS N     -   172,564.816   549,169.076   MT  1.00001612   +1 06 11.8
 KF0996;UTM  14      - 4,417,465.396   734,647.746   MT  1.00027789   +1 45 35.4
 KF0996
 KF0996                          SUPERSEDED SURVEY CONTROL
 KF0996
 KF0996  NAD 83(1997)-  39 52 29.29828(N)    096 15 22.55122(W) AD(       ) 4
 KF0996  NAD 83(1986)-  39 52 29.30291(N)    096 15 22.54776(W) AD(       ) 4
 KF0996  NAD 27      -  39 52 29.30700(N)    096 15 21.50500(W) AD(       ) 3
 KF0996
 KF0996.Superseded values are not recommended for survey control.
 KF0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0996.See file dsdata.txt to determine how the superseded data were derived.
 KF0996
 KF0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK3464817465(NAD 83)
 KF0996_MARKER: 90 = CHURCH SPIRE
 KF0996
 KF0996  HISTORY     - Date     Condition        Report By
 KF0996  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF0996  HISTORY     - 1965     GOOD             CGS
 KF0996  HISTORY     - 20050624 GOOD             GEOCAC
 KF0996  HISTORY     - 20050716 GOOD             USPSQD
 KF0996
 KF0996                          STATION DESCRIPTION
 KF0996
 KF0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0996'THE STATION IS THE SPIRE ON THE ST MICHAELS CATHOLIC CHURCH
 KF0996'LOCATED ABOUT 3 BLOCKS NORTHEAST OF THE MAIN PART OF TOWN AND
 KF0996'1 BLOCK SOUTHEAST OF THE HIGH SCHOOL.  IT IS A LARGE RED
 KF0996'BRICK BUILDING FACING WEST WITH A CONE SHAPED CUPOLA OVER THE
 KF0996'MAIN ENTRANCE WITH A CROSS ON THE TOP.  POINT OBSERVED UPON,
 KF0996'CROSS ON THE TOP OF THE CUPOLA.
 KF0996
 KF0996                          STATION RECOVERY (1965)
 KF0996
 KF0996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0996'THIS INTERSECTION STATION RECOVERED AS DESCRIBED.
 KF0996
 KF0996                          STATION RECOVERY (2005)
 KF0996
 KF0996'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0996'RECOVERED IN GOOD CONDITION.
 KF0996
 KF0996                          STATION RECOVERY (2005)
 KF0996
 KF0996'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KF0996'STATION FOUND GOOD. CHURCH IS NORTH OF BIRCH STREET, EAST OF SIXTH
 KF0996'STREET, AND SOUTH OF ELM STREET IN THE SOUTHEAST CORNER OF THE
 KF0996'INTERSECTION OF SIXTH AND ELM STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0474 ***********************************************************************
 JF0474  DESIGNATION -  B 1
 JF0474  PID         -  JF0474
 JF0474  STATE/COUNTY-  KS/DICKINSON
 JF0474  USGS QUAD   -  ABILENE (1979)
 JF0474
 JF0474                         *CURRENT SURVEY CONTROL
 JF0474  ___________________________________________________________________
 JF0474* NAD 83(1986)-  38 54 58.     (N)    097 12 49.     (W)     SCALED    
 JF0474* NAVD 88     -       352.843  (meters)    1157.62   (feet)  POSTED    
 JF0474  ___________________________________________________________________
 JF0474  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 JF0474  DYNAMIC HT  -         352.600 (meters)    1156.82  (feet)  COMP
 JF0474  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 JF0474
 JF0474  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JF0474
 JF0474.The horizontal coordinates were scaled from a topographic map and have
 JF0474.an estimated accuracy of +/- 6 seconds.
 JF0474
 JF0474.The orthometric height was determined by differential leveling
 JF0474.and adjusted by the National Geodetic Survey in 1992..
 JF0474.No vertical observational check was made to the station.
 JF0474.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JF0474.was located on a no-check spur therefore a value was not computed.
 JF0474
 JF0474.The geoid height was determined by GEOID03.
 JF0474
 JF0474.The dynamic height is computed by dividing the NAVD 88
 JF0474.geopotential number by the normal gravity value computed on the
 JF0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0474.degrees latitude (g = 980.6199 gals.).
 JF0474
 JF0474.The modeled gravity was interpolated from observed gravity values.
 JF0474
 JF0474;                    North         East    Units  Estimated Accuracy
 JF0474;SPC KS N     -    64,990.      468,200.      MT  (+/- 180 meters Scaled)
 JF0474
 JF0474                          SUPERSEDED SURVEY CONTROL
 JF0474
 JF0474  NGVD 29 (??/??/92)  352.73   (m)         1157.2    (f) COMPUTED    1 2
 JF0474
 JF0474.Superseded values are not recommended for survey control.
 JF0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0474.See file dsdata.txt to determine how the superseded data were derived.
 JF0474
 JF0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ548089(NAD 83)
 JF0474_MARKER: Z = SEE DESCRIPTION
 JF0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0474_SP_SET: BUILDING
 JF0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0474
 JF0474  HISTORY     - Date     Condition        Report By
 JF0474  HISTORY     - UNK      MONUMENTED       CGS
 JF0474  HISTORY     - 1895     GOOD             NGS
 JF0474  HISTORY     - 1964     MARK NOT FOUND   LOCENG
 JF0474
 JF0474                          STATION DESCRIPTION
 JF0474
 JF0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1895
 JF0474'AT ABILENE.
 JF0474'AT ABILENE, DICKINSON COUNTY, AT THE WEST ENTRANCE TO THE BRICK
 JF0474'COURTHOUSE, AND ON THE TOP OF THE NORTH END OF THE STONE
 JF0474'DOOR SILL.  THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE
 JF0474'LETTERS USC AND GSBM.
 JF0474
 JF0474                          STATION RECOVERY (1964)
 JF0474
 JF0474'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 JF0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0475 ***********************************************************************
 JF0475  DESIGNATION -  B 1 RESET
 JF0475  PID         -  JF0475
 JF0475  STATE/COUNTY-  KS/DICKINSON
 JF0475  USGS QUAD   -  ABILENE (1979)
 JF0475
 JF0475                         *CURRENT SURVEY CONTROL
 JF0475  ___________________________________________________________________
 JF0475* NAD 83(1986)-  38 54 58.     (N)    097 12 49.     (W)     SCALED    
 JF0475* NAVD 88     -       352.779  (meters)    1157.41   (feet)  ADJUSTED  
 JF0475  ___________________________________________________________________
 JF0475  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 JF0475  DYNAMIC HT  -         352.535 (meters)    1156.61  (feet)  COMP
 JF0475  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 JF0475
 JF0475  VERT ORDER  -  FIRST     CLASS II
 JF0475
 JF0475.The horizontal coordinates were scaled from a topographic map and have
 JF0475.an estimated accuracy of +/- 6 seconds.
 JF0475
 JF0475.The orthometric height was determined by differential leveling
 JF0475.and adjusted by the National Geodetic Survey in June 1991..
 JF0475
 JF0475.The geoid height was determined by GEOID03.
 JF0475
 JF0475.The dynamic height is computed by dividing the NAVD 88
 JF0475.geopotential number by the normal gravity value computed on the
 JF0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0475.degrees latitude (g = 980.6199 gals.).
 JF0475
 JF0475.The modeled gravity was interpolated from observed gravity values.
 JF0475
 JF0475;                    North         East    Units  Estimated Accuracy
 JF0475;SPC KS N     -    64,990.      468,200.      MT  (+/- 180 meters Scaled)
 JF0475
 JF0475                          SUPERSEDED SURVEY CONTROL
 JF0475
 JF0475  NGVD 29 (??/??/92)  352.669  (m)         1157.05   (f) ADJ UNCH    1 2
 JF0475
 JF0475.Superseded values are not recommended for survey control.
 JF0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0475.See file dsdata.txt to determine how the superseded data were derived.
 JF0475
 JF0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ548089(NAD 83)
 JF0475_MARKER: Z = SEE DESCRIPTION
 JF0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0475_SP_SET: STONE SILL
 JF0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0475
 JF0475  HISTORY     - Date     Condition        Report By
 JF0475  HISTORY     - UNK      MONUMENTED       LOCENG
 JF0475  HISTORY     - 1947     GOOD             NGS
 JF0475  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0475  HISTORY     - 20050805 MARK NOT FOUND   GEOCAC
 JF0475
 JF0475                          STATION DESCRIPTION
 JF0475
 JF0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF0475'AT ABILENE.
 JF0475'AT ABILENE, AT THE WEST (MAIN) ENTRANCE TO THE DICKINSON COUNTY
 JF0475'COURT HOUSE, A HORIZONTAL GROOVE CUT IN THE WEST FACE OF AND
 JF0475'0.6 FOOT SOUTH OF THE NORTH END OF AND 0.1 FOOT BELOW THE
 JF0475'TOP OF THE STONE SILL OF THE WEST (MAIN) ENTRANCE TO THE
 JF0475'COURT HOUSE.
 JF0475
 JF0475                          STATION RECOVERY (1986)
 JF0475
 JF0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0475'MARK NOT FOUND.
 JF0475
 JF0475                          STATION RECOVERY (2005)
 JF0475
 JF0475'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JF0475'THIS MARK WAS ESTABLISHED BEFORE THE CURRENT COURTHOUSE WAS
 JF0475'CONSTRUCTED IN 1956.  THE MARK IS PRESUMED TO HAVE BEEN DESTROYED WHEN
 JF0475'THE NEW COURTHOUSE WAS CONSTRUCTED.
 JF0475' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0716 ***********************************************************************
 HF0716  DESIGNATION -  B 10
 HF0716  PID         -  HF0716
 HF0716  STATE/COUNTY-  KS/COWLEY
 HF0716  USGS QUAD   -  ARKANSAS CITY (1979)
 HF0716
 HF0716                         *CURRENT SURVEY CONTROL
 HF0716  ___________________________________________________________________
 HF0716* NAD 83(1986)-  37 01 37.     (N)    097 02 06.     (W)     SCALED    
 HF0716* NAVD 88     -       336.927  (meters)    1105.40   (feet)  ADJUSTED  
 HF0716  ___________________________________________________________________
 HF0716  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0716  DYNAMIC HT  -         336.643 (meters)    1104.47  (feet)  COMP
 HF0716  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 HF0716
 HF0716  VERT ORDER  -  SECOND    CLASS 0
 HF0716
 HF0716.The horizontal coordinates were scaled from a topographic map and have
 HF0716.an estimated accuracy of +/- 6 seconds.
 HF0716
 HF0716.The orthometric height was determined by differential leveling
 HF0716.and adjusted by the National Geodetic Survey in June 1991..
 HF0716
 HF0716.The geoid height was determined by GEOID03.
 HF0716
 HF0716.The dynamic height is computed by dividing the NAVD 88
 HF0716.geopotential number by the normal gravity value computed on the
 HF0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0716.degrees latitude (g = 980.6199 gals.).
 HF0716
 HF0716.The modeled gravity was interpolated from observed gravity values.
 HF0716
 HF0716;                    North         East    Units  Estimated Accuracy
 HF0716;SPC KS S     -   441,010.      530,360.      MT  (+/- 180 meters Scaled)
 HF0716
 HF0716                          SUPERSEDED SURVEY CONTROL
 HF0716
 HF0716  NGVD 29 (??/??/92)  336.812  (m)         1105.02   (f) ADJ UNCH    2 0
 HF0716
 HF0716.Superseded values are not recommended for survey control.
 HF0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0716.See file dsdata.txt to determine how the superseded data were derived.
 HF0716
 HF0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF747996(NAD 83)
 HF0716_MARKER: DB = BENCH MARK DISK
 HF0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0716_SP_SET: CULVERT
 HF0716_STAMPING: B 10 1934 1104.906
 HF0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0716
 HF0716  HISTORY     - Date     Condition        Report By
 HF0716  HISTORY     - 1934     MONUMENTED       CGS
 HF0716  HISTORY     - 1953     GOOD             NGS
 HF0716
 HF0716                          STATION DESCRIPTION
 HF0716
 HF0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HF0716'1.6 MI S FROM ARKANSAS CITY.
 HF0716'1.6 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0716'FROM THE CROSSING OF THE MISSOURI PACIFIC RAILROAD AT ARKANSAS
 HF0716'CITY, COWLEY COUNTY, 42 FEET WEST OF BLOCK SIGNAL 2564, IN THE TOP
 HF0716'OF CONCRETE CULVERT 265 A, AND 30 FEET WEST OF THE CENTER LINE
 HF0716'OF THE TRACK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1081 ***********************************************************************
 KF1081  DESIGNATION -  B 10 12 7 E
 KF1081  PID         -  KF1081
 KF1081  STATE/COUNTY-  KS/GEARY
 KF1081  USGS QUAD   -  OGDEN (1982)
 KF1081
 KF1081                         *CURRENT SURVEY CONTROL
 KF1081  ___________________________________________________________________
 KF1081* NAD 83(1997)-  39 01 03.99740(N)    096 38 02.80756(W)     ADJUSTED  
 KF1081* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 KF1081  ___________________________________________________________________
 KF1081  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 KF1081  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 KF1081
 KF1081  HORZ ORDER  -  SECOND
 KF1081
 KF1081.The horizontal coordinates were established by classical geodetic methods
 KF1081.and adjusted by the National Geodetic Survey in October 1998..
 KF1081
 KF1081.The orthometric height was scaled from a topographic map.
 KF1081
 KF1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1081
 KF1081.The geoid height was determined by GEOID03.
 KF1081
 KF1081;                    North         East     Units Scale Factor Converg.
 KF1081;SPC KS N     -    76,872.667   518,283.630   MT  0.99996507   +0 51 51.2
 KF1081;UTM  14      - 4,321,412.529   704,827.209   MT  1.00011663   +1 29 24.0
 KF1081
 KF1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1081!SPC KS N     -   0.99993720  x   0.99996507  =   0.99990228
 KF1081!UTM  14      -   0.99993720  x   1.00011663  =   1.00005383
 KF1081
 KF1081                          SUPERSEDED SURVEY CONTROL
 KF1081
 KF1081  NAD 83(1986)-  39 01 04.00317(N)    096 38 02.80574(W) AD(       ) 2
 KF1081  NAD 27      -  39 01 04.00800(N)    096 38 01.79100(W) AD(       ) 2
 KF1081
 KF1081.Superseded values are not recommended for survey control.
 KF1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1081.See file dsdata.txt to determine how the superseded data were derived.
 KF1081
 KF1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0482721413(NAD 83)
 KF1081_MARKER: DS = TRIANGULATION STATION DISK
 KF1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF1081+STABILITY: SURFACE MOTION
 KF1081
 KF1081  HISTORY     - Date     Condition        Report By
 KF1081  HISTORY     - 1947     MONUMENTED       KSGS
 KF1081
 KF1081                          STATION DESCRIPTION
 KF1081
 KF1081'DESCRIBED BY KANSAS GEODETIC SURVEY 1947
 KF1081'USC AND GS AND STATE SURVEY STATION (AZIMUTH MARK) IS A
 KF1081'BRONZE TABLET SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 KF1081'POST THAT PROJECTS 5 INCHES.  IT IS 0.25 MILE NORTH OF A
 KF1081'POWER LINE AND 25 FEET EAST OF THE CENTER OF A TRACK ROAD.
 KF1081'IT IS STAMPED B 10 12 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0526 ***********************************************************************
 KH0526  DESIGNATION -  B 100
 KH0526  PID         -  KH0526
 KH0526  STATE/COUNTY-  KS/CHEYENNE
 KH0526  USGS QUAD   -  BIRD CITY SOUTH NW (1981)
 KH0526
 KH0526                         *CURRENT SURVEY CONTROL
 KH0526  ___________________________________________________________________
 KH0526* NAD 83(1986)-  39 44 32.     (N)    101 42 44.     (W)     SCALED    
 KH0526* NAVD 88     -      1062.321  (meters)    3485.30   (feet)  ADJUSTED  
 KH0526  ___________________________________________________________________
 KH0526  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 KH0526  DYNAMIC HT  -        1061.487 (meters)    3482.56  (feet)  COMP
 KH0526  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 KH0526
 KH0526  VERT ORDER  -  SECOND    CLASS 0
 KH0526
 KH0526.The horizontal coordinates were scaled from a topographic map and have
 KH0526.an estimated accuracy of +/- 6 seconds.
 KH0526
 KH0526.The orthometric height was determined by differential leveling
 KH0526.and adjusted by the National Geodetic Survey in June 1991..
 KH0526
 KH0526.The geoid height was determined by GEOID03.
 KH0526
 KH0526.The dynamic height is computed by dividing the NAVD 88
 KH0526.geopotential number by the normal gravity value computed on the
 KH0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0526.degrees latitude (g = 980.6199 gals.).
 KH0526
 KH0526.The modeled gravity was interpolated from observed gravity values.
 KH0526
 KH0526;                    North         East    Units  Estimated Accuracy
 KH0526;SPC KS N     -   162,930.       81,900.      MT  (+/- 180 meters Scaled)
 KH0526
 KH0526                          SUPERSEDED SURVEY CONTROL
 KH0526
 KH0526  NGVD 29 (??/??/92) 1061.882  (m)         3483.86   (f) ADJ UNCH    2 0
 KH0526
 KH0526.Superseded values are not recommended for survey control.
 KH0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0526.See file dsdata.txt to determine how the superseded data were derived.
 KH0526
 KH0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK676026(NAD 83)
 KH0526_MARKER: DB = BENCH MARK DISK
 KH0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0526_STAMPING: B 100 1935
 KH0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0526+STABILITY: SURFACE MOTION
 KH0526
 KH0526  HISTORY     - Date     Condition        Report By
 KH0526  HISTORY     - 1935     MONUMENTED       CGS
 KH0526  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0526
 KH0526                          STATION DESCRIPTION
 KH0526
 KH0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0526'1.5 MI S FROM WHEELER.
 KH0526'1.5 MI. S. OF DEPOT ALONG STATE HWY. 27 AT A CROSS ROAD, 60 FT. W.
 KH0526'OF THE CENTER LINE OF STATE HWY. 27, 20 FT. N. OF THE CENTER LINE
 KH0526'OF A DIM E-W ROAD, 1 FT. S. AND 1 FT. W. OF A FENCE CORNER,
 KH0526'AND 3 FT. S.W. OF A TELEPHONE POLE.
 KH0526
 KH0526                          STATION RECOVERY (1975)
 KH0526
 KH0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0256 ***********************************************************************
 JH0256  DESIGNATION -  B 103
 JH0256  PID         -  JH0256
 JH0256  STATE/COUNTY-  KS/WICHITA
 JH0256  USGS QUAD   -  MARIENTHAL (1976)
 JH0256
 JH0256                         *CURRENT SURVEY CONTROL
 JH0256  ___________________________________________________________________
 JH0256* NAD 83(1986)-  38 29 11.     (N)    101 11 01.     (W)     SCALED    
 JH0256* NAVD 88     -       974.947  (meters)    3198.64   (feet)  ADJUSTED  
 JH0256  ___________________________________________________________________
 JH0256  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JH0256  DYNAMIC HT  -         974.121 (meters)    3195.93  (feet)  COMP
 JH0256  MODELED GRAV-     979,747.3   (mgal)                       NAVD 88
 JH0256
 JH0256  VERT ORDER  -  SECOND    CLASS 0
 JH0256
 JH0256.The horizontal coordinates were scaled from a topographic map and have
 JH0256.an estimated accuracy of +/- 6 seconds.
 JH0256
 JH0256.The orthometric height was determined by differential leveling
 JH0256.and adjusted by the National Geodetic Survey in June 1991..
 JH0256
 JH0256.The geoid height was determined by GEOID03.
 JH0256
 JH0256.The dynamic height is computed by dividing the NAVD 88
 JH0256.geopotential number by the normal gravity value computed on the
 JH0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0256.degrees latitude (g = 980.6199 gals.).
 JH0256
 JH0256.The modeled gravity was interpolated from observed gravity values.
 JH0256
 JH0256;                    North         East    Units  Estimated Accuracy
 JH0256;SPC KS S     -   605,340.      165,890.      MT  (+/- 180 meters Scaled)
 JH0256
 JH0256                          SUPERSEDED SURVEY CONTROL
 JH0256
 JH0256  NGVD 29 (??/??/92)  974.615  (m)         3197.55   (f) ADJ UNCH    2 0
 JH0256
 JH0256.Superseded values are not recommended for survey control.
 JH0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0256.See file dsdata.txt to determine how the superseded data were derived.
 JH0256
 JH0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH095620(NAD 83)
 JH0256_MARKER: DB = BENCH MARK DISK
 JH0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0256_STAMPING: B 103 1935
 JH0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0256+STABILITY: SURFACE MOTION
 JH0256
 JH0256  HISTORY     - Date     Condition        Report By
 JH0256  HISTORY     - 1935     MONUMENTED       CGS
 JH0256  HISTORY     - 1940     GOOD             NGS
 JH0256
 JH0256                          STATION DESCRIPTION
 JH0256
 JH0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0256'1.5 MI E FROM MARIENTHAL.
 JH0256'1.5 MILES EAST OF MISSOURI PACIFIC RAILROAD STATION IN MARIENTHAL
 JH0256'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0256'RAILROAD, AT A GRADE CROSSING, 5.0 FEET NORTHWEST OF THE FIFTH
 JH0256'POLE EAST OF MILEPOST NO. 697-30, 63 FEET NORTHWEST OF CENTER
 JH0256'OF THE CROSSING, 48 FEET WEST OF CENTER LINE OF THE ROAD CROSSING
 JH0256'THE TRACK, 45 FEET NORTH OF CENTER LINE OF TRACK, 5.0 FEET SOUTH
 JH0256'OF FENCE CORNER, 1.8 FEET EAST OF A 4 X 4 INCH WOODEN POST
 JH0256'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0609 ***********************************************************************
 KF0609  DESIGNATION -  B 106
 KF0609  PID         -  KF0609
 KF0609  STATE/COUNTY-  KS/REPUBLIC
 KF0609  USGS QUAD   -  REPUBLIC (1969)
 KF0609
 KF0609                         *CURRENT SURVEY CONTROL
 KF0609  ___________________________________________________________________
 KF0609* NAD 83(1986)-  39 59 31.     (N)    097 50 15.     (W)     SCALED    
 KF0609* NAVD 88     -       489.547  (meters)    1606.12   (feet)  ADJUSTED  
 KF0609  ___________________________________________________________________
 KF0609  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 KF0609  DYNAMIC HT  -         489.266 (meters)    1605.20  (feet)  COMP
 KF0609  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 KF0609
 KF0609  VERT ORDER  -  SECOND    CLASS 0
 KF0609
 KF0609.The horizontal coordinates were scaled from a topographic map and have
 KF0609.an estimated accuracy of +/- 6 seconds.
 KF0609
 KF0609.The orthometric height was determined by differential leveling
 KF0609.and adjusted by the National Geodetic Survey in June 1991..
 KF0609
 KF0609.The geoid height was determined by GEOID03.
 KF0609
 KF0609.The dynamic height is computed by dividing the NAVD 88
 KF0609.geopotential number by the normal gravity value computed on the
 KF0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0609.degrees latitude (g = 980.6199 gals.).
 KF0609
 KF0609.The modeled gravity was interpolated from observed gravity values.
 KF0609
 KF0609;                    North         East    Units  Estimated Accuracy
 KF0609;SPC KS N     -   184,150.      413,880.      MT  (+/- 180 meters Scaled)
 KF0609
 KF0609                          SUPERSEDED SURVEY CONTROL
 KF0609
 KF0609  NGVD 29 (??/??/92)  489.380  (m)         1605.57   (f) ADJ UNCH    2 0
 KF0609
 KF0609.Superseded values are not recommended for survey control.
 KF0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0609.See file dsdata.txt to determine how the superseded data were derived.
 KF0609
 KF0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK992275(NAD 83)
 KF0609_MARKER: DB = BENCH MARK DISK
 KF0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0609_STAMPING: B 106 1934
 KF0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0609+STABILITY: SURFACE MOTION
 KF0609
 KF0609  HISTORY     - Date     Condition        Report By
 KF0609  HISTORY     - 1934     MONUMENTED       CGS
 KF0609  HISTORY     - 1958     GOOD             USGS
 KF0609
 KF0609                          STATION DESCRIPTION
 KF0609
 KF0609'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 KF0609'5.1 MI E FROM HARDY.
 KF0609'IN REPUBLIC COUNTY, KANSAS, 5.1 MILES EAST ALONG THE
 KF0609'CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT
 KF0609'HARDY, NUCKOLLS COUNTY, NEBRASKA AT A SECTION-LINE ROAD, 58
 KF0609'FEET NORTH OF TRACK AT ROAD CROSSING, 223 FEET ENE ALONG PROPERTY
 KF0609'LINE FENCE AND 3 FEET NORTH OF FENCE.  A STANDARD DISK, STAMPED
 KF0609'B 106 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0547 ***********************************************************************
 KE0547  DESIGNATION -  B 107
 KE0547  PID         -  KE0547
 KE0547  STATE/COUNTY-  KS/DONIPHAN
 KE0547  USGS QUAD   -  BENDENA (1975)
 KE0547
 KE0547                         *CURRENT SURVEY CONTROL
 KE0547  ___________________________________________________________________
 KE0547* NAD 83(1986)-  39 44 20.     (N)    095 12 50.     (W)     SCALED    
 KE0547* NAVD 88     -       317.794  (meters)    1042.63   (feet)  ADJUSTED  
 KE0547  ___________________________________________________________________
 KE0547  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KE0547  DYNAMIC HT  -         317.610 (meters)    1042.03  (feet)  COMP
 KE0547  MODELED GRAV-     980,038.8   (mgal)                       NAVD 88
 KE0547
 KE0547  VERT ORDER  -  SECOND    CLASS 0
 KE0547
 KE0547.The horizontal coordinates were scaled from a topographic map and have
 KE0547.an estimated accuracy of +/- 6 seconds.
 KE0547
 KE0547.The orthometric height was determined by differential leveling
 KE0547.and adjusted by the National Geodetic Survey in June 1991..
 KE0547
 KE0547.The geoid height was determined by GEOID03.
 KE0547
 KE0547.The dynamic height is computed by dividing the NAVD 88
 KE0547.geopotential number by the normal gravity value computed on the
 KE0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0547.degrees latitude (g = 980.6199 gals.).
 KE0547
 KE0547.The modeled gravity was interpolated from observed gravity values.
 KE0547
 KE0547;                    North         East    Units  Estimated Accuracy
 KE0547;SPC KS N     -   159,710.      638,780.      MT  (+/- 180 meters Scaled)
 KE0547
 KE0547                          SUPERSEDED SURVEY CONTROL
 KE0547
 KE0547  NGVD 29 (??/??/92)  317.691  (m)         1042.29   (f) ADJ UNCH    2 0
 KE0547
 KE0547.Superseded values are not recommended for survey control.
 KE0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0547.See file dsdata.txt to determine how the superseded data were derived.
 KE0547
 KE0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE102011(NAD 83)
 KE0547_MARKER: DB = BENCH MARK DISK
 KE0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0547_STAMPING: B 107 1934
 KE0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0547+STABILITY: SURFACE MOTION
 KE0547
 KE0547  HISTORY     - Date     Condition        Report By
 KE0547  HISTORY     - 1934     MONUMENTED       CGS
 KE0547  HISTORY     - 1950     GOOD             NGS
 KE0547
 KE0547                          STATION DESCRIPTION
 KE0547
 KE0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0547'1.8 MI W FROM BENDENA.
 KE0547'1.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KE0547'FROM THE STATION AT BENDENA, DONIPHAN COUNTY, 0.2 MILE NORTH OF
 KE0547'A FARMHOUSE, 67 FEET WEST-SOUTHWEST OF A POWER LINE POLE, 44
 KE0547'FEET NORTH OF THE NORTH RAIL, 34 FEET WEST OF THE CENTERLINE OF
 KE0547'A PRIVATE TRACK ROAD, AND 12 FEET WEST OF A POLE.  A STANDARD
 KE0547'DISK, STAMPED B 107 1934 AND SET IN THE TOP OF A CONCRETE POST
 KE0547'PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1744 ***********************************************************************
 KE1744  DESIGNATION -  B 107 RESET
 KE1744  PID         -  KE1744
 KE1744  STATE/COUNTY-  KS/DONIPHAN
 KE1744  USGS QUAD   -  BENDENA (1975)
 KE1744
 KE1744                         *CURRENT SURVEY CONTROL
 KE1744  ___________________________________________________________________
 KE1744* NAD 83(1986)-  39 44 20.     (N)    095 12 50.     (W)     SCALED    
 KE1744* NAVD 88     -       315.68   (meters)    1035.7    (feet)  RESET     
 KE1744  ___________________________________________________________________
 KE1744  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KE1744
 KE1744  VERT ORDER  -  THIRD
 KE1744
 KE1744.The horizontal coordinates were scaled from a topographic map and have
 KE1744.an estimated accuracy of +/- 6 seconds.
 KE1744
 KE1744.The orthometric height was computed from unverified reset data.
 KE1744
 KE1744.The geoid height was determined by GEOID03.
 KE1744
 KE1744;                    North         East    Units  Estimated Accuracy
 KE1744;SPC KS N     -   159,710.      638,780.      MT  (+/- 180 meters Scaled)
 KE1744
 KE1744                          SUPERSEDED SURVEY CONTROL
 KE1744
 KE1744  NGVD 29 (03/09/04)  315.58   (m)         1035.4    (f) RESET       3  
 KE1744
 KE1744.Superseded values are not recommended for survey control.
 KE1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1744.See file dsdata.txt to determine how the superseded data were derived.
 KE1744
 KE1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE102011(NAD 83)
 KE1744_MARKER: DV = VERTICAL CONTROL DISK
 KE1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1744_SP_SET: CONCRETE POST
 KE1744_STAMPING: B 107 RESET 1983
 KE1744_MARK LOGO: NGS   
 KE1744_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1744+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 KE1744
 KE1744  HISTORY     - Date     Condition        Report By
 KE1744  HISTORY     - 1983     MONUMENTED       NGS
 KE1744  HISTORY     - 20050422 GOOD             GEOCAC
 KE1744
 KE1744                          STATION DESCRIPTION
 KE1744
 KE1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KE1744'0.16 KM (0.10 MI) SOUTH ALONG A STREET, FROM THE POST OFFICE IN
 KE1744'BENDENA, THENCE 3.06 KM (1.90 MI) RIGHT AND WEST ALONG STATE HIGHWAY
 KE1744'20 TO THE MARK ON THE LEFT, 46.6 M (152.9 FT) WEST FROM THE
 KE1744'CENTERLINE OF A PRIVATE DRIVE LEADING SOUTH, 10.21 M (33.50 FT) SOUTH
 KE1744'FROM THE CENTERLINE OF THE HIGHWAY, 1.40 M (4.59 FT) EAST FROM A
 KE1744'POWERLINE POLE.
 KE1744
 KE1744                          STATION RECOVERY (2005)
 KE1744
 KE1744'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1744'FROM BENDENA, 3.06 KM (1.90 MI) WEST ALONG STATE HIGHWAY 20 TO THE
 KE1744'MARK ON THE LEFT, 46.6 M (152.9 FT) WEST FROM THE CENTERLINE OF A
 KE1744'PRIVATE DRIVE LEADING SOUTH, 9.91 M (32.50 FT) SOUTH FROM THE
 KE1744'CENTERLINE OF THE HIGHWAY, 6.55 M (21.5 FT) SOUTH FROM THE CENTERLINE
 KE1744'OF THE HIGHWAY, 4.72 M (15.5 FT) WEST FROM A POWERLINE POLE, 0.30 M
 KE1744'NORTH OF A FIBERGLASS WITNESS POST.
 KE1744' 
 KE1744'HANDHELD COORDINATES N39 44 24.6 W95 12 52.7
 KE1744' 
 KE1744' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0952 ***********************************************************************
 KE0952  DESIGNATION -  B 108
 KE0952  PID         -  KE0952
 KE0952  STATE/COUNTY-  KS/BROWN
 KE0952  USGS QUAD   -  HORTON (1961)
 KE0952
 KE0952                         *CURRENT SURVEY CONTROL
 KE0952  ___________________________________________________________________
 KE0952* NAD 83(1986)-  39 43 30.     (N)    095 31 36.     (W)     SCALED    
 KE0952* NAVD 88     -       356.827  (meters)    1170.69   (feet)  ADJUSTED  
 KE0952  ___________________________________________________________________
 KE0952  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 KE0952  DYNAMIC HT  -         356.612 (meters)    1169.98  (feet)  COMP
 KE0952  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 KE0952
 KE0952  VERT ORDER  -  SECOND    CLASS 0
 KE0952
 KE0952.The horizontal coordinates were scaled from a topographic map and have
 KE0952.an estimated accuracy of +/- 6 seconds.
 KE0952
 KE0952.The orthometric height was determined by differential leveling
 KE0952.and adjusted by the National Geodetic Survey in June 1991..
 KE0952
 KE0952.The geoid height was determined by GEOID03.
 KE0952
 KE0952.The dynamic height is computed by dividing the NAVD 88
 KE0952.geopotential number by the normal gravity value computed on the
 KE0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0952.degrees latitude (g = 980.6199 gals.).
 KE0952
 KE0952.The modeled gravity was interpolated from observed gravity values.
 KE0952
 KE0952;                    North         East    Units  Estimated Accuracy
 KE0952;SPC KS N     -   157,390.      612,020.      MT  (+/- 180 meters Scaled)
 KE0952
 KE0952                          SUPERSEDED SURVEY CONTROL
 KE0952
 KE0952  NGVD 29 (??/??/92)  356.725  (m)         1170.36   (f) ADJ UNCH    2 0
 KE0952
 KE0952.Superseded values are not recommended for survey control.
 KE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0952.See file dsdata.txt to determine how the superseded data were derived.
 KE0952
 KE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE834002(NAD 83)
 KE0952_MARKER: DB = BENCH MARK DISK
 KE0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0952_STAMPING: B 108 1934
 KE0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0952+STABILITY: SURFACE MOTION
 KE0952
 KE0952  HISTORY     - Date     Condition        Report By
 KE0952  HISTORY     - 1934     MONUMENTED       CGS
 KE0952  HISTORY     - 1950     MARK NOT FOUND   NGS
 KE0952
 KE0952                          STATION DESCRIPTION
 KE0952
 KE0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0952'4.6 MI N FROM HORTON.
 KE0952'4.6 MILES NORTH ALONG U.S. HIGHWAY 73 FROM THE CITY HALL AT
 KE0952'HORTON, BROWN COUNTY, AT CROSSING OF THE MISSOURI PACIFIC
 KE0952'RAILROAD AND A T-ROAD LEADING EAST, 55 FEET SOUTH OF THE CENTER
 KE0952'LINE OF THE TRACK, 45 FEET EAST OF THE CENTER LINE OF THE
 KE0952'HIGHWAY, AND 1 FOOT NORTH OF THE RAILROAD RIGHT-OF-WAY LINE.  A
 KE0952'STANDARD DISK, STAMPED B 108 1934 AND SET IN THE TOP OF A
 KE0952'CONCRETE POST.
 KE0952
 KE0952                          STATION RECOVERY (1950)
 KE0952
 KE0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0992 ***********************************************************************
 KE0992  DESIGNATION -  B 109
 KE0992  PID         -  KE0992
 KE0992  STATE/COUNTY-  KS/NEMAHA
 KE0992  USGS QUAD   -  BERN (1960)
 KE0992
 KE0992                         *CURRENT SURVEY CONTROL
 KE0992  ___________________________________________________________________
 KE0992* NAD 83(1986)-  39 57 42.     (N)    095 58 38.     (W)     SCALED    
 KE0992* NAVD 88     -       389.710  (meters)    1278.57   (feet)  ADJUSTED  
 KE0992  ___________________________________________________________________
 KE0992  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 KE0992  DYNAMIC HT  -         389.487 (meters)    1277.84  (feet)  COMP
 KE0992  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 KE0992
 KE0992  VERT ORDER  -  SECOND    CLASS 0
 KE0992
 KE0992.The horizontal coordinates were scaled from a topographic map and have
 KE0992.an estimated accuracy of +/- 6 seconds.
 KE0992
 KE0992.The orthometric height was determined by differential leveling
 KE0992.and adjusted by the National Geodetic Survey in June 1991..
 KE0992
 KE0992.The geoid height was determined by GEOID03.
 KE0992
 KE0992.The dynamic height is computed by dividing the NAVD 88
 KE0992.geopotential number by the normal gravity value computed on the
 KE0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0992.degrees latitude (g = 980.6199 gals.).
 KE0992
 KE0992.The modeled gravity was interpolated from observed gravity values.
 KE0992
 KE0992;                    North         East    Units  Estimated Accuracy
 KE0992;SPC KS N     -   182,700.      572,820.      MT  (+/- 180 meters Scaled)
 KE0992
 KE0992                          SUPERSEDED SURVEY CONTROL
 KE0992
 KE0992  NGVD 29 (??/??/92)  389.596  (m)         1278.20   (f) ADJ UNCH    2 0
 KE0992
 KE0992.Superseded values are not recommended for survey control.
 KE0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0992.See file dsdata.txt to determine how the superseded data were derived.
 KE0992
 KE0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE457277(NAD 83)
 KE0992_MARKER: DB = BENCH MARK DISK
 KE0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0992_STAMPING: B 109 1934
 KE0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0992+STABILITY: SURFACE MOTION
 KE0992
 KE0992  HISTORY     - Date     Condition        Report By
 KE0992  HISTORY     - 1934     MONUMENTED       CGS
 KE0992  HISTORY     - 1950     GOOD             NGS
 KE0992  HISTORY     - 19910228 MARK NOT FOUND   USPSQD
 KE0992
 KE0992                          STATION DESCRIPTION
 KE0992
 KE0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0992'AT BERN.
 KE0992'AT BERN, NEMAHA COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0992'RAILROAD, 0.25 MILE NORTHWEST OF THE STATION, 100 YARDS SOUTH OF
 KE0992'A CEMETERY, AT A GRAVEL-ROAD CROSSING, 68 FEET SOUTH OF THE
 KE0992'SOUTH RAIL, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET
 KE0992'NORTHWEST OF A FENCE CORNER, 3 FEET NORTH OF THE RIGHT-OF-WAY
 KE0992'FENCE, AND 3 INCHES UNDER GROUND.  A STANDARD DISK, STAMPED B
 KE0992'109 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KE0992
 KE0992                          STATION RECOVERY (1950)
 KE0992
 KE0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0992'RECOVERED IN GOOD CONDITION.
 KE0992
 KE0992                          STATION RECOVERY (1991)
 KE0992
 KE0992'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 KE0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0029 ***********************************************************************
 KF0029  DESIGNATION -  B 110
 KF0029  PID         -  KF0029
 KF0029  STATE/COUNTY-  KS/MARSHALL
 KF0029  USGS QUAD   -  BEATTIE (1966)
 KF0029
 KF0029                         *CURRENT SURVEY CONTROL
 KF0029  ___________________________________________________________________
 KF0029* NAD 83(1986)-  39 51 30.     (N)    096 25 02.     (W)     SCALED    
 KF0029* NAVD 88     -       392.884  (meters)    1288.99   (feet)  ADJUSTED  
 KF0029  ___________________________________________________________________
 KF0029  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 KF0029  DYNAMIC HT  -         392.651 (meters)    1288.22  (feet)  COMP
 KF0029  MODELED GRAV-     980,021.2   (mgal)                       NAVD 88
 KF0029
 KF0029  VERT ORDER  -  SECOND    CLASS 0
 KF0029
 KF0029.The horizontal coordinates were scaled from a topographic map and have
 KF0029.an estimated accuracy of +/- 6 seconds.
 KF0029
 KF0029.The orthometric height was determined by differential leveling
 KF0029.and adjusted by the National Geodetic Survey in June 1991..
 KF0029
 KF0029.The geoid height was determined by GEOID03.
 KF0029
 KF0029.The dynamic height is computed by dividing the NAVD 88
 KF0029.geopotential number by the normal gravity value computed on the
 KF0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0029.degrees latitude (g = 980.6199 gals.).
 KF0029
 KF0029.The modeled gravity was interpolated from observed gravity values.
 KF0029
 KF0029;                    North         East    Units  Estimated Accuracy
 KF0029;SPC KS N     -   170,480.      535,430.      MT  (+/- 180 meters Scaled)
 KF0029
 KF0029                          SUPERSEDED SURVEY CONTROL
 KF0029
 KF0029  NGVD 29 (??/??/92)  392.760  (m)         1288.58   (f) ADJ UNCH    2 0
 KF0029
 KF0029.Superseded values are not recommended for survey control.
 KF0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0029.See file dsdata.txt to determine how the superseded data were derived.
 KF0029
 KF0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK209152(NAD 83)
 KF0029_MARKER: DB = BENCH MARK DISK
 KF0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0029_SP_SET: DRILL HOLE
 KF0029_STAMPING: B 110 1934
 KF0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0029
 KF0029  HISTORY     - Date     Condition        Report By
 KF0029  HISTORY     - 1934     MONUMENTED       CGS
 KF0029  HISTORY     - 1965     GOOD             NGS
 KF0029
 KF0029                          STATION DESCRIPTION
 KF0029
 KF0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0029'AT BEATTIE.
 KF0029'AT BEATTIE, MARSHALL COUNTY, ABOUT 500 FEET SOUTH ALONG STATE
 KF0029'HIGHWAY 99 FROM CROSSING OF THE UNION PACIFIC RAILROAD TRACK.
 KF0029'ON THE WEST SIDE OF THE HIGHWAY BRIDGE AND 4 FEET SOUTH OF THE
 KF0029'NORTH END.  A STANDARD DISK, STAMPED, B 110 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0319 ***********************************************************************
 KF0319  DESIGNATION -  B 111
 KF0319  PID         -  KF0319
 KF0319  STATE/COUNTY-  KS/MARSHALL
 KF0319  USGS QUAD   -  BLUE RAPIDS NE (1983)
 KF0319
 KF0319                         *CURRENT SURVEY CONTROL
 KF0319  ___________________________________________________________________
 KF0319* NAD 83(1986)-  39 39 38.     (N)    096 37 02.     (W)     SCALED    
 KF0319* NAVD 88     -       338.214  (meters)    1109.62   (feet)  ADJUSTED  
 KF0319  ___________________________________________________________________
 KF0319  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 KF0319  DYNAMIC HT  -         338.004 (meters)    1108.93  (feet)  COMP
 KF0319  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 KF0319
 KF0319  VERT ORDER  -  SECOND    CLASS 0
 KF0319
 KF0319.The horizontal coordinates were scaled from a topographic map and have
 KF0319.an estimated accuracy of +/- 6 seconds.
 KF0319
 KF0319.The orthometric height was determined by differential leveling
 KF0319.and adjusted by the National Geodetic Survey in June 1991..
 KF0319
 KF0319.The geoid height was determined by GEOID03.
 KF0319
 KF0319.The dynamic height is computed by dividing the NAVD 88
 KF0319.geopotential number by the normal gravity value computed on the
 KF0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0319.degrees latitude (g = 980.6199 gals.).
 KF0319
 KF0319.The modeled gravity was interpolated from observed gravity values.
 KF0319
 KF0319;                    North         East    Units  Estimated Accuracy
 KF0319;SPC KS N     -   148,250.      518,660.      MT  (+/- 180 meters Scaled)
 KF0319
 KF0319                          SUPERSEDED SURVEY CONTROL
 KF0319
 KF0319  NGVD 29 (??/??/92)  338.088  (m)         1109.21   (f) ADJ UNCH    2 0
 KF0319
 KF0319.Superseded values are not recommended for survey control.
 KF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0319.See file dsdata.txt to determine how the superseded data were derived.
 KF0319
 KF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ044927(NAD 83)
 KF0319_MARKER: DD = SURVEY DISK
 KF0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0319_STAMPING: B 111 1934
 KF0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0319+STABILITY: SURFACE MOTION
 KF0319
 KF0319  HISTORY     - Date     Condition        Report By
 KF0319  HISTORY     - 1934     MONUMENTED       KSGS
 KF0319  HISTORY     - 1965     GOOD             NGS
 KF0319  HISTORY     - 1966     MARK NOT FOUND   USGS
 KF0319
 KF0319                          STATION DESCRIPTION
 KF0319
 KF0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0319'2 MI E FROM BLUE RAPIDS.
 KF0319'2.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KF0319'STATION AT BLUE RAPIDS, 18 TELEPHONE LINE POLES WEST OF MILEPOST
 KF0319'420, 231 FEET SOUTH OF SOUTH RAIL AND 30 FEET LOWER IN ELEVATION,
 KF0319'201 FEET SOUTHWEST OF FENCE CORNER POST WHERE THE FENCE JOGS
 KF0319'SOUTH A SHORT DISTANCE, 202 FEET WEST OF FENCE CORNER POST
 KF0319'WHERE THE FENCE JOGS NORTH A SHORT DISTANCE, 44 FEET SOUTH OF
 KF0319'THE RIGHT-OF-WAY FENCE, 22 FEET NORTH OF CENTER LINE OF OLD
 KF0319'ROAD AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN.  A STATE
 KF0319'SURVEY DISK IN THE TOP OF A CONCRETE POST, STAMPED, B 111 1934,
 KF0319'AND 3 INCHES BELOW SURFACE OF THE GROUND.  NOTE-- THIS BENCH
 KF0319'MARK IS IN THE FLOOD STAGE AREA OF THE TUTTLE CREEK DAM RESERVOIR.
 KF0319
 KF0319                          STATION RECOVERY (1966)
 KF0319
 KF0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KF0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0379 ***********************************************************************
 KF0379  DESIGNATION -  B 112
 KF0379  PID         -  KF0379
 KF0379  STATE/COUNTY-  KS/WASHINGTON
 KF0379  USGS QUAD   -  WASHINGTON (1966)
 KF0379
 KF0379                         *CURRENT SURVEY CONTROL
 KF0379  ___________________________________________________________________
 KF0379* NAD 83(1986)-  39 50 32.     (N)    097 00 50.     (W)     SCALED    
 KF0379* NAVD 88     -       392.293  (meters)    1287.05   (feet)  ADJUSTED  
 KF0379  ___________________________________________________________________
 KF0379  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 KF0379  DYNAMIC HT  -         392.074 (meters)    1286.33  (feet)  COMP
 KF0379  MODELED GRAV-     980,056.9   (mgal)                       NAVD 88
 KF0379
 KF0379  VERT ORDER  -  SECOND    CLASS 0
 KF0379
 KF0379.The horizontal coordinates were scaled from a topographic map and have
 KF0379.an estimated accuracy of +/- 6 seconds.
 KF0379
 KF0379.The orthometric height was determined by differential leveling
 KF0379.and adjusted by the National Geodetic Survey in June 1991..
 KF0379
 KF0379.The geoid height was determined by GEOID03.
 KF0379
 KF0379.The dynamic height is computed by dividing the NAVD 88
 KF0379.geopotential number by the normal gravity value computed on the
 KF0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0379.degrees latitude (g = 980.6199 gals.).
 KF0379
 KF0379.The modeled gravity was interpolated from observed gravity values.
 KF0379
 KF0379;                    North         East    Units  Estimated Accuracy
 KF0379;SPC KS N     -   167,970.      484,400.      MT  (+/- 180 meters Scaled)
 KF0379
 KF0379                          SUPERSEDED SURVEY CONTROL
 KF0379
 KF0379  NGVD 29 (??/??/92)  392.175  (m)         1286.66   (f) ADJ UNCH    2 0
 KF0379
 KF0379.Superseded values are not recommended for survey control.
 KF0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0379.See file dsdata.txt to determine how the superseded data were derived.
 KF0379
 KF0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK699121(NAD 83)
 KF0379_MARKER: DD = SURVEY DISK
 KF0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0379_STAMPING: B 112 1934
 KF0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0379+STABILITY: SURFACE MOTION
 KF0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0379+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2003
 KF0379
 KF0379  HISTORY     - Date     Condition        Report By
 KF0379  HISTORY     - 1934     MONUMENTED       CGS
 KF0379  HISTORY     - 1965     GOOD             NGS
 KF0379  HISTORY     - 20030531 GOOD             SCGS
 KF0379
 KF0379                          STATION DESCRIPTION
 KF0379
 KF0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0379'3 MI NE FROM WASHINGTON.
 KF0379'3.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KF0379'RAILROAD FROM THE STATION AT WASHINGTON, AT A GRAVEL ROAD
 KF0379'CROSSING, 8 RAILS SOUTH OF BRIDGE 23+81, 51 FEET NORTHWEST OF
 KF0379'THE CENTER OF THE ROAD CROSSING, 43 FEET WEST OF WEST RAIL,
 KF0379'19 FEET NORTHEAST OF A FENCE CORNER, 3 FEET EAST OF THE FENCE
 KF0379'AND 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  A STATE
 KF0379'SURVEY DISK, STAMPED, B 112 1934, SET IN THE TOP OF A CONCRETE
 KF0379'POST AND PROJECTING 5 INCHES.
 KF0379
 KF0379                          STATION RECOVERY (2003)
 KF0379
 KF0379'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (JWR)
 KF0379'RECOVERED IN GOOD CONDITION, RAILROAD TRACKS HAVE BEEN REMOVED,
 KF0379'ADDITIONAL MEASUREMENTS ARE 18.6 FEET NORTH OF THE FENCE LINE, 39.3
 KF0379'FEET NORTH OF THE CENTER OF THE SAND ROAD, 32.2 FEET NORTHEAST OF A
 KF0379'POWER POLE, 0.5 FOOT SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0300 ***********************************************************************
 KF0300  DESIGNATION -  B 113
 KF0300  PID         -  KF0300
 KF0300  STATE/COUNTY-  KS/WASHINGTON
 KF0300  USGS QUAD   -  HANOVER WEST (1983)
 KF0300
 KF0300                         *CURRENT SURVEY CONTROL
 KF0300  ___________________________________________________________________
 KF0300* NAD 83(1986)-  39 52 35.     (N)    096 56 14.     (W)     SCALED    
 KF0300* NAVD 88     -       398.999  (meters)    1309.05   (feet)  ADJUSTED  
 KF0300  ___________________________________________________________________
 KF0300  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 KF0300  DYNAMIC HT  -         398.779 (meters)    1308.33  (feet)  COMP
 KF0300  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 KF0300
 KF0300  VERT ORDER  -  SECOND    CLASS 0
 KF0300
 KF0300.The horizontal coordinates were scaled from a topographic map and have
 KF0300.an estimated accuracy of +/- 6 seconds.
 KF0300
 KF0300.The orthometric height was determined by differential leveling
 KF0300.and adjusted by the National Geodetic Survey in June 1991..
 KF0300
 KF0300.The geoid height was determined by GEOID03.
 KF0300
 KF0300.The dynamic height is computed by dividing the NAVD 88
 KF0300.geopotential number by the normal gravity value computed on the
 KF0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0300.degrees latitude (g = 980.6199 gals.).
 KF0300
 KF0300.The modeled gravity was interpolated from observed gravity values.
 KF0300
 KF0300;                    North         East    Units  Estimated Accuracy
 KF0300;SPC KS N     -   171,840.      490,920.      MT  (+/- 180 meters Scaled)
 KF0300
 KF0300                          SUPERSEDED SURVEY CONTROL
 KF0300
 KF0300  NGVD 29 (??/??/92)  398.879  (m)         1308.66   (f) ADJ UNCH    2 0
 KF0300
 KF0300.Superseded values are not recommended for survey control.
 KF0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0300.See file dsdata.txt to determine how the superseded data were derived.
 KF0300
 KF0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK764160(NAD 83)
 KF0300_MARKER: DB = BENCH MARK DISK
 KF0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0300_SP_SET: BRIDGE
 KF0300_STAMPING: B 113 1934
 KF0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0300
 KF0300  HISTORY     - Date     Condition        Report By
 KF0300  HISTORY     - 1934     MONUMENTED       CGS
 KF0300  HISTORY     - 1965     GOOD             NGS
 KF0300
 KF0300                          STATION DESCRIPTION
 KF0300
 KF0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0300'4.6 MI SW FROM HANOVER.
 KF0300'4.6 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KF0300'RAILROAD FROM THE STATION AT HANOVER, NEAR RAILROAD CULVERT
 KF0300'18+86, AT A ROAD CROSSING, 111 FEET NORTH OF THE CENTER OF THE
 KF0300'CROSSING, IN THE TOP OF THE SOUTHEAST WINGWALL OF THE COUNTY
 KF0300'ROAD BRIDGE.  A STANDARD DISK, STAMPED, B 113 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0347 ***********************************************************************
 KF0347  DESIGNATION -  B 114
 KF0347  PID         -  KF0347
 KF0347  STATE/COUNTY-  KS/MARSHALL
 KF0347  USGS QUAD   -  HOME (1966)
 KF0347
 KF0347                         *CURRENT SURVEY CONTROL
 KF0347  ___________________________________________________________________
 KF0347* NAD 83(1986)-  39 48 25.     (N)    096 31 13.     (W)     SCALED    
 KF0347* NAVD 88     -       395.173  (meters)    1296.50   (feet)  ADJUSTED  
 KF0347  ___________________________________________________________________
 KF0347  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 KF0347  DYNAMIC HT  -         394.937 (meters)    1295.72  (feet)  COMP
 KF0347  MODELED GRAV-     980,016.4   (mgal)                       NAVD 88
 KF0347
 KF0347  VERT ORDER  -  SECOND    CLASS 0
 KF0347
 KF0347.The horizontal coordinates were scaled from a topographic map and have
 KF0347.an estimated accuracy of +/- 6 seconds.
 KF0347
 KF0347.The orthometric height was determined by differential leveling
 KF0347.and adjusted by the National Geodetic Survey in June 1991..
 KF0347
 KF0347.The geoid height was determined by GEOID03.
 KF0347
 KF0347.The dynamic height is computed by dividing the NAVD 88
 KF0347.geopotential number by the normal gravity value computed on the
 KF0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0347.degrees latitude (g = 980.6199 gals.).
 KF0347
 KF0347.The modeled gravity was interpolated from observed gravity values.
 KF0347
 KF0347;                    North         East    Units  Estimated Accuracy
 KF0347;SPC KS N     -   164,630.      526,710.      MT  (+/- 180 meters Scaled)
 KF0347
 KF0347                          SUPERSEDED SURVEY CONTROL
 KF0347
 KF0347  NGVD 29 (??/??/92)  395.044  (m)         1296.07   (f) ADJ UNCH    2 0
 KF0347
 KF0347.Superseded values are not recommended for survey control.
 KF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0347.See file dsdata.txt to determine how the superseded data were derived.
 KF0347
 KF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK122092(NAD 83)
 KF0347_MARKER: DD = SURVEY DISK
 KF0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0347_STAMPING: B 114 1934
 KF0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0347+STABILITY: SURFACE MOTION
 KF0347
 KF0347  HISTORY     - Date     Condition        Report By
 KF0347  HISTORY     - 1934     MONUMENTED       KSGS
 KF0347  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0347  HISTORY     - 1981     GOOD             LOCSUR
 KF0347
 KF0347                          STATION DESCRIPTION
 KF0347
 KF0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0347'3.4 MI NW FROM WINIFRED.
 KF0347'3.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0347'STATION AT WINIFRED, MARSHALL COUNTY, NEAR SEMAPHORE 0678,
 KF0347'AT A ROAD CROSSING, 40 FEET WEST OF THE CENTER LINE OF THE
 KF0347'ROAD, AND 38 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK.
 KF0347'A STATE SURVEY STANDARD DISK, STAMPED B 114 1934 AND SET IN
 KF0347'THE TOP OF A CONCRETE POST.
 KF0347
 KF0347                          STATION RECOVERY (1981)
 KF0347
 KF0347'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KF0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0642 ***********************************************************************
 KF0642  DESIGNATION -  B 115
 KF0642  PID         -  KF0642
 KF0642  STATE/COUNTY-  KS/RILEY
 KF0642  USGS QUAD   -  MANHATTAN (1991)
 KF0642
 KF0642                         *CURRENT SURVEY CONTROL
 KF0642  ___________________________________________________________________
 KF0642* NAD 83(1986)-  39 10 46.     (N)    096 35 01.     (W)     SCALED    
 KF0642* NAVD 88     -       318.998  (meters)    1046.58   (feet)  ADJUSTED  
 KF0642  ___________________________________________________________________
 KF0642  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 KF0642  DYNAMIC HT  -         318.787 (meters)    1045.89  (feet)  COMP
 KF0642  MODELED GRAV-     979,956.0   (mgal)                       NAVD 88
 KF0642
 KF0642  VERT ORDER  -  FIRST     CLASS II
 KF0642
 KF0642.The horizontal coordinates were scaled from a topographic map and have
 KF0642.an estimated accuracy of +/- 6 seconds.
 KF0642
 KF0642.The orthometric height was determined by differential leveling
 KF0642.and adjusted by the National Geodetic Survey in June 1991..
 KF0642
 KF0642.The geoid height was determined by GEOID03.
 KF0642
 KF0642.The dynamic height is computed by dividing the NAVD 88
 KF0642.geopotential number by the normal gravity value computed on the
 KF0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0642.degrees latitude (g = 980.6199 gals.).
 KF0642
 KF0642.The modeled gravity was interpolated from observed gravity values.
 KF0642
 KF0642;                    North         East    Units  Estimated Accuracy
 KF0642;SPC KS N     -    94,890.      522,380.      MT  (+/- 180 meters Scaled)
 KF0642
 KF0642                          SUPERSEDED SURVEY CONTROL
 KF0642
 KF0642  NGVD 29 (??/??/92)  318.853  (m)         1046.10   (f) ADJ UNCH    1 2
 KF0642
 KF0642.Superseded values are not recommended for survey control.
 KF0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0642.See file dsdata.txt to determine how the superseded data were derived.
 KF0642
 KF0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ087394(NAD 83)
 KF0642_MARKER: DB = BENCH MARK DISK
 KF0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0642_STAMPING: B 115 1934
 KF0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0642+STABILITY: SURFACE MOTION
 KF0642
 KF0642  HISTORY     - Date     Condition        Report By
 KF0642  HISTORY     - 1934     MONUMENTED       KSGS
 KF0642  HISTORY     - 1965     GOOD             NGS
 KF0642  HISTORY     - 1969     GOOD             KSWRB
 KF0642  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0642
 KF0642                          STATION DESCRIPTION
 KF0642
 KF0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0642'AT MANHATTAN.
 KF0642'AT MANHATTAN, IN THE WESTERN PART OF TOWN, AT THE INTERSECTION
 KF0642'OF POYNTZ AVE. AND SEVENTEENTH ST., 75 FEET WEST OF THE WEST
 KF0642'CURB OF SEVENTEENTH ST., 11 FEET WEST OF A FIREPLUG AND 6 INCHES
 KF0642'NORTH OF THE NORTH CURB OF POYNTZ AVE.  A STATE SURVEY DISK,
 KF0642'STAMPED, B115 1934, AND SET IN THE TOP OF A CONCRETE POST
 KF0642'AND PROJECTING 3 INCHES ABOVE GROUND.
 KF0642
 KF0642                          STATION RECOVERY (1969)
 KF0642
 KF0642'RECOVERY NOTE BY KANSAS WATER RESOURCES BOARD 1969
 KF0642'RECOVERED IN GOOD CONDITION.
 KF0642
 KF0642                          STATION RECOVERY (1986)
 KF0642
 KF0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0501 ***********************************************************************
 KF0501  DESIGNATION -  B 116
 KF0501  PID         -  KF0501
 KF0501  STATE/COUNTY-  KS/CLOUD
 KF0501  USGS QUAD   -  AURORA (1965)
 KF0501
 KF0501                         *CURRENT SURVEY CONTROL
 KF0501  ___________________________________________________________________
 KF0501* NAD 83(1986)-  39 23 37.     (N)    097 30 19.     (W)     SCALED    
 KF0501* NAVD 88     -       472.592  (meters)    1550.50   (feet)  ADJUSTED  
 KF0501  ___________________________________________________________________
 KF0501  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 KF0501  DYNAMIC HT  -         472.299 (meters)    1549.53  (feet)  COMP
 KF0501  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 KF0501
 KF0501  VERT ORDER  -  FIRST     CLASS II
 KF0501
 KF0501.The horizontal coordinates were scaled from a topographic map and have
 KF0501.an estimated accuracy of +/- 6 seconds.
 KF0501
 KF0501.The orthometric height was determined by differential leveling
 KF0501.and adjusted by the National Geodetic Survey in June 1991..
 KF0501.WARNING-Repeat measurements at this control monument indicate possible
 KF0501.vertical movement.
 KF0501
 KF0501.The geoid height was determined by GEOID03.
 KF0501
 KF0501.The dynamic height is computed by dividing the NAVD 88
 KF0501.geopotential number by the normal gravity value computed on the
 KF0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0501.degrees latitude (g = 980.6199 gals.).
 KF0501
 KF0501.The modeled gravity was interpolated from observed gravity values.
 KF0501
 KF0501;                    North         East    Units  Estimated Accuracy
 KF0501;SPC KS N     -   117,820.      442,620.      MT  (+/- 180 meters Scaled)
 KF0501
 KF0501                          SUPERSEDED SURVEY CONTROL
 KF0501
 KF0501  NGVD 29 (??/??/92)  472.465  (m)         1550.08   (f) ADJ UNCH    1 2
 KF0501
 KF0501.Superseded values are not recommended for survey control.
 KF0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0501.See file dsdata.txt to determine how the superseded data were derived.
 KF0501
 KF0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ287615(NAD 83)
 KF0501_MARKER: DB = BENCH MARK DISK
 KF0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0501_STAMPING: B 116 1934
 KF0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0501+STABILITY: SURFACE MOTION
 KF0501
 KF0501  HISTORY     - Date     Condition        Report By
 KF0501  HISTORY     - 1934     MONUMENTED       CGS
 KF0501  HISTORY     - 1947     GOOD             NGS
 KF0501
 KF0501                          STATION DESCRIPTION
 KF0501
 KF0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0501'4.4 MI SE FROM AURORA.
 KF0501'4.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0501'RAILROAD FROM THE STATION AT AURORA, 0.3 MILE SOUTH OF MILEPOST
 KF0501'98, AT A ROAD CROSSING, 55.4 FEET NORTHWEST OF THE 11TH POLE
 KF0501'SOUTH OF MILEPOST 98, 94.1 FEET WEST OF THE WEST RAIL OF THE
 KF0501'TRACK, 51.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.2 FEET
 KF0501'EAST OF A FENCE, 0.8 FOOT NORTH OF A REFERENCE POST, SET IN THE
 KF0501'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0433 ***********************************************************************
 KF0433  DESIGNATION -  B 118
 KF0433  PID         -  KF0433
 KF0433  STATE/COUNTY-  KS/CLOUD
 KF0433  USGS QUAD   -  MILTONVALE (1964)
 KF0433
 KF0433                         *CURRENT SURVEY CONTROL
 KF0433  ___________________________________________________________________
 KF0433* NAD 83(1986)-  39 20 53.     (N)    097 26 46.     (W)     SCALED    
 KF0433* NAVD 88     -       418.531  (meters)    1373.13   (feet)  ADJUSTED  
 KF0433  ___________________________________________________________________
 KF0433  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 KF0433  DYNAMIC HT  -         418.274 (meters)    1372.29  (feet)  COMP
 KF0433  MODELED GRAV-     980,000.0   (mgal)                       NAVD 88
 KF0433
 KF0433  VERT ORDER  -  FIRST     CLASS II
 KF0433
 KF0433.The horizontal coordinates were scaled from a topographic map and have
 KF0433.an estimated accuracy of +/- 6 seconds.
 KF0433
 KF0433.The orthometric height was determined by differential leveling
 KF0433.and adjusted by the National Geodetic Survey in June 1991..
 KF0433
 KF0433.The geoid height was determined by GEOID03.
 KF0433
 KF0433.The dynamic height is computed by dividing the NAVD 88
 KF0433.geopotential number by the normal gravity value computed on the
 KF0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0433.degrees latitude (g = 980.6199 gals.).
 KF0433
 KF0433.The modeled gravity was interpolated from observed gravity values.
 KF0433
 KF0433;                    North         East    Units  Estimated Accuracy
 KF0433;SPC KS N     -   112,790.      447,740.      MT  (+/- 180 meters Scaled)
 KF0433
 KF0433                          SUPERSEDED SURVEY CONTROL
 KF0433
 KF0433  NGVD 29 (??/??/92)  418.415  (m)         1372.75   (f) ADJ UNCH    1 2
 KF0433
 KF0433.Superseded values are not recommended for survey control.
 KF0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0433.See file dsdata.txt to determine how the superseded data were derived.
 KF0433
 KF0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ338565(NAD 83)
 KF0433_MARKER: DB = BENCH MARK DISK
 KF0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0433_STAMPING: B 118 1934
 KF0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0433+STABILITY: SURFACE MOTION
 KF0433
 KF0433  HISTORY     - Date     Condition        Report By
 KF0433  HISTORY     - 1934     MONUMENTED       CGS
 KF0433  HISTORY     - 1947     GOOD             NGS
 KF0433  HISTORY     - 1962     MARK NOT FOUND   USGS
 KF0433
 KF0433                          STATION DESCRIPTION
 KF0433
 KF0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0433'AT MILTONVALE.
 KF0433'AT MILTONVALE, ABOUT 200 FEET EAST ALONG THE UNION PACIFIC
 KF0433'RAILROAD FROM THE STATION, NEAR THE SOUTHWEST POINT OF A TRIANGLE
 KF0433'FORMED BY THE TRACKS, 164.5 FEET SOUTHWEST OF THE SOUTHWEST
 KF0433'RAIL OF THE NORTHWEST-SOUTHEAST TRACK, 62.9 FEET SOUTHEAST OF
 KF0433'THE SOUTHEAST RAIL OF THE NORTHWEST-SOUTHEAST TRACK, 36.2 FEET
 KF0433'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 24.4 FEET WEST OF
 KF0433'THE NORTHWEST CORNER OF THE SECTION HOUSE, 0.7 FOOT WEST OF
 KF0433'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KF0433'0.2 FOOT ABOVE GROUND.
 KF0433
 KF0433                          STATION RECOVERY (1962)
 KF0433
 KF0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 KF0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0206 ***********************************************************************
 KF0206  DESIGNATION -  B 119
 KF0206  PID         -  KF0206
 KF0206  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0206  USGS QUAD   -  OLSBURG NW (1983)
 KF0206
 KF0206                         *CURRENT SURVEY CONTROL
 KF0206  ___________________________________________________________________
 KF0206* NAD 83(1986)-  39 22 42.     (N)    096 41 20.     (W)     SCALED    
 KF0206* NAVD 88     -       322.976  (meters)    1059.63   (feet)  ADJUSTED  
 KF0206  ___________________________________________________________________
 KF0206  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 KF0206  DYNAMIC HT  -         322.761 (meters)    1058.92  (feet)  COMP
 KF0206  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 KF0206
 KF0206  VERT ORDER  -  SECOND    CLASS 0
 KF0206
 KF0206.The horizontal coordinates were scaled from a topographic map and have
 KF0206.an estimated accuracy of +/- 6 seconds.
 KF0206
 KF0206.The orthometric height was determined by differential leveling
 KF0206.and adjusted by the National Geodetic Survey in June 1991..
 KF0206
 KF0206.The geoid height was determined by GEOID03.
 KF0206
 KF0206.The dynamic height is computed by dividing the NAVD 88
 KF0206.geopotential number by the normal gravity value computed on the
 KF0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0206.degrees latitude (g = 980.6199 gals.).
 KF0206
 KF0206.The modeled gravity was interpolated from observed gravity values.
 KF0206
 KF0206;                    North         East    Units  Estimated Accuracy
 KF0206;SPC KS N     -   116,830.      512,960.      MT  (+/- 180 meters Scaled)
 KF0206
 KF0206                          SUPERSEDED SURVEY CONTROL
 KF0206
 KF0206  NGVD 29 (??/??/92)  322.846  (m)         1059.20   (f) ADJ UNCH    2 0
 KF0206
 KF0206.Superseded values are not recommended for survey control.
 KF0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0206.See file dsdata.txt to determine how the superseded data were derived.
 KF0206
 KF0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ990613(NAD 83)
 KF0206_MARKER: DD = SURVEY DISK
 KF0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0206_STAMPING: B 119 1934
 KF0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0206+STABILITY: SURFACE MOTION
 KF0206
 KF0206  HISTORY     - Date     Condition        Report By
 KF0206  HISTORY     - 1934     MONUMENTED       KSGS
 KF0206  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0206
 KF0206                          STATION DESCRIPTION
 KF0206
 KF0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0206'AT GARRISON.
 KF0206'AT GARRISON, POTTAWATOMIE COUNTY, AT THE JUNCTION OF STATE
 KF0206'HIGHWAY 13 AND COUNTY ROAD 903, 100 YARDS SOUTH OF THE GARRISON
 KF0206'CHURCH, 54 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD,
 KF0206'32 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 13, 17 FEET
 KF0206'WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF THE FENCE.  A STATE
 KF0206'SURVEY STANDARD DISK, STAMPED, B 119 1934 AND SET IN THE TOP OF
 KF0206'A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE TOWN OF
 KF0206'GARRISON HAS BEEN MOVED, ALL BUILDINGS REMOVED, THE AREA IS NOW IN
 KF0206'THE POOL AREA OF THE TUTTLE CREEK DAM RESERVOIR AND NOW UNDER
 KF0206'WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0701 ***********************************************************************
 KF0701  DESIGNATION -  B 12
 KF0701  PID         -  KF0701
 KF0701  STATE/COUNTY-  KS/GEARY
 KF0701  USGS QUAD   -  JUNCTION CITY (1982)
 KF0701
 KF0701                         *CURRENT SURVEY CONTROL
 KF0701  ___________________________________________________________________
 KF0701* NAD 83(1986)-  39 01 40.     (N)    096 49 52.     (W)     SCALED    
 KF0701* NAVD 88     -       337.453  (meters)    1107.13   (feet)  ADJUSTED  
 KF0701  ___________________________________________________________________
 KF0701  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 KF0701  DYNAMIC HT  -         337.220 (meters)    1106.36  (feet)  COMP
 KF0701  MODELED GRAV-     979,928.4   (mgal)                       NAVD 88
 KF0701
 KF0701  VERT ORDER  -  FIRST     CLASS II
 KF0701
 KF0701.The horizontal coordinates were scaled from a topographic map and have
 KF0701.an estimated accuracy of +/- 6 seconds.
 KF0701
 KF0701.The orthometric height was determined by differential leveling
 KF0701.and adjusted by the National Geodetic Survey in June 1991..
 KF0701
 KF0701.The geoid height was determined by GEOID03.
 KF0701
 KF0701.The dynamic height is computed by dividing the NAVD 88
 KF0701.geopotential number by the normal gravity value computed on the
 KF0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0701.degrees latitude (g = 980.6199 gals.).
 KF0701
 KF0701.The modeled gravity was interpolated from observed gravity values.
 KF0701
 KF0701;                    North         East    Units  Estimated Accuracy
 KF0701;SPC KS N     -    77,740.      501,210.      MT  (+/- 180 meters Scaled)
 KF0701
 KF0701                          SUPERSEDED SURVEY CONTROL
 KF0701
 KF0701  NGVD 29 (??/??/92)  337.327  (m)         1106.71   (f) ADJ UNCH    1 2
 KF0701
 KF0701.Superseded values are not recommended for survey control.
 KF0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0701.See file dsdata.txt to determine how the superseded data were derived.
 KF0701
 KF0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ877220(NAD 83)
 KF0701_MARKER: DD = SURVEY DISK
 KF0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0701_SP_SET: CONCRETE POST
 KF0701_STAMPING: B 12 12.5E
 KF0701_MARK LOGO: KSGS  
 KF0701_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0701+STABILITY: SURFACE MOTION
 KF0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KF0701+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1997
 KF0701
 KF0701  HISTORY     - Date     Condition        Report By
 KF0701  HISTORY     - UNK      MONUMENTED       KSGS
 KF0701  HISTORY     - 1970     GOOD             NGS
 KF0701  HISTORY     - 1986     GOOD             NGS
 KF0701  HISTORY     - 1987     GOOD             NOS
 KF0701  HISTORY     - 19970324 GOOD             NGS
 KF0701
 KF0701                          STATION DESCRIPTION
 KF0701
 KF0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0701'AT JUNCTION CITY.
 KF0701'AT JUNCTION CITY, 0.35 MILE WEST OF THE UNION PACIFIC RAILROAD
 KF0701'UNDERPASS FOR 6TH STREET, AT THE SOUTHEAST CORNER OF THE
 KF0701'INTERSECTION OF 6TH STREET AND JEFFERSON STREET, 17.7 FEET
 KF0701'SOUTH OF THE SOUTH CURB OF 6TH STREET, 10 FEET EAST OF THE EAST
 KF0701'CURB OF JEFFERSON STREET, 21.2 FEET SOUTHWEST OF A FIRE HYDRANT,
 KF0701'2.5 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK ALONG
 KF0701'6TH STREET, 2.5 FEET WEST OF THE WEST EDGE OF A SIDEWALK ALONG
 KF0701'JEFFERSON STREET, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREETS,
 KF0701'AND SET IN THE TOP OF A CONCRETE POST WHICH IS 0.4 FOOT BELOW
 KF0701'THE SURFACE OF THE GROUND AND WHICH HAS AN 8-INCH METAL COVER
 KF0701'THAT IS LEVEL WITH THE SURFACE OF THE GROUND.
 KF0701
 KF0701                          STATION RECOVERY (1986)
 KF0701
 KF0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0701'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 KF0701'DELETE--ACOESS WEST SIXTH STREET FROM THE POST OFFICE.
 KF0701
 KF0701                          STATION RECOVERY (1987)
 KF0701
 KF0701'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KF0701'RECOVERED IN GOOD CONDITION.
 KF0701
 KF0701                          STATION RECOVERY (1997)
 KF0701
 KF0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 KF0701'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0123 ***********************************************************************
 KF0123  DESIGNATION -  B 120
 KF0123  PID         -  KF0123
 KF0123  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0123  USGS QUAD   -  EMMETT (1978)
 KF0123
 KF0123                         *CURRENT SURVEY CONTROL
 KF0123  ___________________________________________________________________
 KF0123* NAD 83(1986)-  39 18 16.     (N)    096 02 57.     (W)     SCALED    
 KF0123* NAVD 88     -       309.872  (meters)    1016.64   (feet)  ADJUSTED  
 KF0123  ___________________________________________________________________
 KF0123  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 KF0123  DYNAMIC HT  -         309.675 (meters)    1015.99  (feet)  COMP
 KF0123  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 KF0123
 KF0123  VERT ORDER  -  SECOND    CLASS 0
 KF0123
 KF0123.The horizontal coordinates were scaled from a topographic map and have
 KF0123.an estimated accuracy of +/- 6 seconds.
 KF0123
 KF0123.The orthometric height was determined by differential leveling
 KF0123.and adjusted by the National Geodetic Survey in June 1991..
 KF0123
 KF0123.The geoid height was determined by GEOID03.
 KF0123
 KF0123.The dynamic height is computed by dividing the NAVD 88
 KF0123.geopotential number by the normal gravity value computed on the
 KF0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0123.degrees latitude (g = 980.6199 gals.).
 KF0123
 KF0123.The modeled gravity was interpolated from observed gravity values.
 KF0123
 KF0123;                    North         East    Units  Estimated Accuracy
 KF0123;SPC KS N     -   109,620.      568,250.      MT  (+/- 180 meters Scaled)
 KF0123
 KF0123                          SUPERSEDED SURVEY CONTROL
 KF0123
 KF0123  NGVD 29 (??/??/92)  309.765  (m)         1016.29   (f) ADJ UNCH    2 0
 KF0123
 KF0123.Superseded values are not recommended for survey control.
 KF0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0123.See file dsdata.txt to determine how the superseded data were derived.
 KF0123
 KF0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ544547(NAD 83)
 KF0123_MARKER: DD = SURVEY DISK
 KF0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0123_STAMPING: B 120 1934
 KF0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0123+STABILITY: SURFACE MOTION
 KF0123
 KF0123  HISTORY     - Date     Condition        Report By
 KF0123  HISTORY     - 1934     MONUMENTED       CGS
 KF0123  HISTORY     - 1965     GOOD             NGS
 KF0123  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 KF0123
 KF0123                          STATION DESCRIPTION
 KF0123
 KF0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0123'AT EMMETT.
 KF0123'AT EMMETT ABOUT 0.35 MILE SOUTHEAST ALONG THE UNION PACIFIC
 KF0123'RAILROAD FROM THE STATION AT EMMETT.  100 YARDS SOUTH OF THE
 KF0123'STOCKYARDS, 70 FEET EAST OF THE DERAIL BLOCK FOR THE STOCKYARD
 KF0123'SIDEING, 48 FEET SOUTHWEST OF CENTER LINE OF ROAD ALONG THE
 KF0123'TRACK, 42 FEET SOUTH OF THE 4TH POWER LINE POLE NORTH OF A ROAD
 KF0123'CROSSING AND 1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 KF0123'A STATE GEODETIC SURVEY DISK IN TOP OF A 6 INCH SQUARE CONCRETE
 KF0123'POST THAT PROJECTS 6 INCHES.
 KF0123
 KF0123                          STATION RECOVERY (1981)
 KF0123
 KF0123'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0737 ***********************************************************************
 KE0737  DESIGNATION -  B 121
 KE0737  PID         -  KE0737
 KE0737  STATE/COUNTY-  KS/SHAWNEE
 KE0737  USGS QUAD   -  TOPEKA (1983)
 KE0737
 KE0737                         *CURRENT SURVEY CONTROL
 KE0737  ___________________________________________________________________
 KE0737* NAD 83(1986)-  39 05 16.     (N)    095 41 00.     (W)     SCALED    
 KE0737* NAVD 88     -       269.148  (meters)     883.03   (feet)  ADJUSTED  
 KE0737  ___________________________________________________________________
 KE0737  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KE0737  DYNAMIC HT  -         268.974 (meters)     882.46  (feet)  COMP
 KE0737  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 KE0737
 KE0737  VERT ORDER  -  SECOND    CLASS 0
 KE0737
 KE0737.The horizontal coordinates were scaled from a topographic map and have
 KE0737.an estimated accuracy of +/- 6 seconds.
 KE0737
 KE0737.The orthometric height was determined by differential leveling
 KE0737.and adjusted by the National Geodetic Survey in June 1991..
 KE0737
 KE0737.The geoid height was determined by GEOID03.
 KE0737
 KE0737.The dynamic height is computed by dividing the NAVD 88
 KE0737.geopotential number by the normal gravity value computed on the
 KE0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0737.degrees latitude (g = 980.6199 gals.).
 KE0737
 KE0737.The modeled gravity was interpolated from observed gravity values.
 KE0737
 KE0737;                    North         East    Units  Estimated Accuracy
 KE0737;SPC KS N     -    86,320.      600,410.      MT  (+/- 180 meters Scaled)
 KE0737
 KE0737                          SUPERSEDED SURVEY CONTROL
 KE0737
 KE0737  NGVD 29 (??/??/92)  269.055  (m)          882.72   (f) ADJ UNCH    2 0
 KE0737
 KE0737.Superseded values are not recommended for survey control.
 KE0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0737.See file dsdata.txt to determine how the superseded data were derived.
 KE0737
 KE0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD679299(NAD 83)
 KE0737_MARKER: DB = BENCH MARK DISK
 KE0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0737_STAMPING: B-121 1934
 KE0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0737+STABILITY: SURFACE MOTION
 KE0737
 KE0737  HISTORY     - Date     Condition        Report By
 KE0737  HISTORY     - 1934     MONUMENTED       CGS
 KE0737  HISTORY     - 1950     MARK NOT FOUND   NGS
 KE0737
 KE0737                          STATION DESCRIPTION
 KE0737
 KE0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0737'2.8 MI N FROM TOPEKA.
 KE0737'2.8 MILES NORTH OF ROCK ISLAND STATION, TOPEKA ALONG ROCK ISLAND
 KE0737'RAILROAD AT A CROSSING AND MILEPOST 87-20.  35 FEET WEST CENTER
 KE0737'LINE OF TRACKS, AND 2 RAILS NORTH OF A CROSS ROAD.
 KE0737
 KE0737                          STATION RECOVERY (1950)
 KE0737
 KE0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0573 ***********************************************************************
 KE0573  DESIGNATION -  B 122
 KE0573  PID         -  KE0573
 KE0573  STATE/COUNTY-  KS/ATCHISON
 KE0573  USGS QUAD   -  ATCHISON EAST (1984)
 KE0573
 KE0573                         *CURRENT SURVEY CONTROL
 KE0573  ___________________________________________________________________
 KE0573* NAD 83(1986)-  39 33 38.     (N)    095 07 13.     (W)     SCALED    
 KE0573* NAVD 88     -       247.168  (meters)     810.92   (feet)  ADJUSTED  
 KE0573  ___________________________________________________________________
 KE0573  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KE0573  DYNAMIC HT  -         247.019 (meters)     810.43  (feet)  COMP
 KE0573  MODELED GRAV-     980,017.8   (mgal)                       NAVD 88
 KE0573
 KE0573  VERT ORDER  -  SECOND    CLASS 0
 KE0573
 KE0573.The horizontal coordinates were scaled from a topographic map and have
 KE0573.an estimated accuracy of +/- 6 seconds.
 KE0573
 KE0573.The orthometric height was determined by differential leveling
 KE0573.and adjusted by the National Geodetic Survey in June 1991..
 KE0573
 KE0573.The geoid height was determined by GEOID03.
 KE0573
 KE0573.The dynamic height is computed by dividing the NAVD 88
 KE0573.geopotential number by the normal gravity value computed on the
 KE0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0573.degrees latitude (g = 980.6199 gals.).
 KE0573
 KE0573.The modeled gravity was interpolated from observed gravity values.
 KE0573
 KE0573;                    North         East    Units  Estimated Accuracy
 KE0573;SPC KS N     -   140,170.      647,430.      MT  (+/- 180 meters Scaled)
 KE0573
 KE0573                          SUPERSEDED SURVEY CONTROL
 KE0573
 KE0573  NGVD 29 (??/??/92)  247.067  (m)          810.59   (f) ADJ UNCH    2 0
 KE0573
 KE0573.Superseded values are not recommended for survey control.
 KE0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0573.See file dsdata.txt to determine how the superseded data were derived.
 KE0573
 KE0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD178811(NAD 83)
 KE0573_MARKER: DB = BENCH MARK DISK
 KE0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0573_SP_SET: CONCRETE FOOTING
 KE0573_STAMPING: B 122 1934
 KE0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0573
 KE0573  HISTORY     - Date     Condition        Report By
 KE0573  HISTORY     - 1934     MONUMENTED       CGS
 KE0573  HISTORY     - 1950     GOOD             NGS
 KE0573
 KE0573                          STATION DESCRIPTION
 KE0573
 KE0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0573'AT ATCHISON.
 KE0573'AT ATCHISON, ATCHISON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 KE0573'FE RAILWAY, AT THE SIXTH STREET OVERPASS, IN THE TOP OF THE
 KE0573'NORTHEAST CONCRETE FOOTING, ON THE NORTH SIDE OF THE MAIN TRACK,
 KE0573'AND ABOUT 4 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED B 122
 KE0573'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0661 ***********************************************************************
 KE0661  DESIGNATION -  B 123
 KE0661  PID         -  KE0661
 KE0661  STATE/COUNTY-  KS/JEFFERSON
 KE0661  USGS QUAD   -  OSKALOOSA (1974)
 KE0661
 KE0661                         *CURRENT SURVEY CONTROL
 KE0661  ___________________________________________________________________
 KE0661* NAD 83(1986)-  39 12 56.     (N)    095 18 44.     (W)     SCALED    
 KE0661* NAVD 88     -       342.624  (meters)    1124.09   (feet)  ADJUSTED  
 KE0661  ___________________________________________________________________
 KE0661  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KE0661  DYNAMIC HT  -         342.403 (meters)    1123.37  (feet)  COMP
 KE0661  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 KE0661
 KE0661  VERT ORDER  -  SECOND    CLASS 0
 KE0661
 KE0661.The horizontal coordinates were scaled from a topographic map and have
 KE0661.an estimated accuracy of +/- 6 seconds.
 KE0661
 KE0661.The orthometric height was determined by differential leveling
 KE0661.and adjusted by the National Geodetic Survey in June 1991..
 KE0661
 KE0661.The geoid height was determined by GEOID03.
 KE0661
 KE0661.The dynamic height is computed by dividing the NAVD 88
 KE0661.geopotential number by the normal gravity value computed on the
 KE0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0661.degrees latitude (g = 980.6199 gals.).
 KE0661
 KE0661.The modeled gravity was interpolated from observed gravity values.
 KE0661
 KE0661;                    North         East    Units  Estimated Accuracy
 KE0661;SPC KS N     -   101,380.      632,080.      MT  (+/- 180 meters Scaled)
 KE0661
 KE0661                          SUPERSEDED SURVEY CONTROL
 KE0661
 KE0661  NGVD 29 (??/??/92)  342.540  (m)         1123.82   (f) ADJ UNCH    2 0
 KE0661
 KE0661.Superseded values are not recommended for survey control.
 KE0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0661.See file dsdata.txt to determine how the superseded data were derived.
 KE0661
 KE0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD003432(NAD 83)
 KE0661_MARKER: DB = BENCH MARK DISK
 KE0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0661_SP_SET: STEPS
 KE0661_STAMPING: B 123 1934
 KE0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0661
 KE0661  HISTORY     - Date     Condition        Report By
 KE0661  HISTORY     - 1934     MONUMENTED       CGS
 KE0661  HISTORY     - 1960     GOOD             NGS
 KE0661  HISTORY     - 20011127 MARK NOT FOUND   INDIV
 KE0661  HISTORY     - 20060903 MARK NOT FOUND   GEOCAC
 KE0661
 KE0661                          STATION DESCRIPTION
 KE0661
 KE0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KE0661'AT OSKALOOSA.
 KE0661'AT OSKALOOSA, JEFFERSON COUNTY, AT THE COUNTY COURTHOUSE, AND
 KE0661'IN THE EAST STONE COPING OF THE SOUTH ENTRANCE STEPS.  A STANDARD
 KE0661'DISK, STAMPED B 123 1934.  NOTE-- COURTHOUSE DAMAGED BY TORNADO.
 KE0661'BUILDING IN PROCESS OF BEING TORN DOWN.  MARKER WILL HAVE TO
 KE0661'BE MOVED.
 KE0661
 KE0661                          STATION RECOVERY (2001)
 KE0661
 KE0661'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 KE0661'MARK NOT FOUND,
 KE0661
 KE0661                          STATION RECOVERY (2006)
 KE0661
 KE0661'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0661'THE ORIGINAL COURTHOUSE WAS CONSTRUCTED IN 1867 AND DESTROYED BY A
 KE0661'TORNADO IN 1960. THE CURRENT COURTHOUSE WAS OCCUPIED IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1256 ***********************************************************************
 JE1256  DESIGNATION -  B 13
 JE1256  PID         -  JE1256
 JE1256  STATE/COUNTY-  KS/OSAGE
 JE1256  USGS QUAD   -  OSAGE CITY (1971)
 JE1256
 JE1256                         *CURRENT SURVEY CONTROL
 JE1256  ___________________________________________________________________
 JE1256* NAD 83(1986)-  38 40 25.     (N)    095 49 08.     (W)     SCALED    
 JE1256* NAVD 88     -       325.968  (meters)    1069.45   (feet)  ADJUSTED  
 JE1256  ___________________________________________________________________
 JE1256  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JE1256  DYNAMIC HT  -         325.741 (meters)    1068.70  (feet)  COMP
 JE1256  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 JE1256
 JE1256  VERT ORDER  -  FIRST     CLASS II
 JE1256
 JE1256.The horizontal coordinates were scaled from a topographic map and have
 JE1256.an estimated accuracy of +/- 6 seconds.
 JE1256
 JE1256.The orthometric height was determined by differential leveling
 JE1256.and adjusted by the National Geodetic Survey in June 1991..
 JE1256
 JE1256.The geoid height was determined by GEOID03.
 JE1256
 JE1256.The dynamic height is computed by dividing the NAVD 88
 JE1256.geopotential number by the normal gravity value computed on the
 JE1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1256.degrees latitude (g = 980.6199 gals.).
 JE1256
 JE1256.The modeled gravity was interpolated from observed gravity values.
 JE1256
 JE1256;                    North         East    Units  Estimated Accuracy
 JE1256;SPC KS S     -   626,110.      633,290.      MT  (+/- 180 meters Scaled)
 JE1256
 JE1256                          SUPERSEDED SURVEY CONTROL
 JE1256
 JE1256  NGVD 29 (??/??/92)  325.828  (m)         1068.99   (f) ADJ UNCH    1 2
 JE1256
 JE1256.Superseded values are not recommended for survey control.
 JE1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1256.See file dsdata.txt to determine how the superseded data were derived.
 JE1256
 JE1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC547843(NAD 83)
 JE1256_MARKER: DB = BENCH MARK DISK
 JE1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1256_STAMPING: B 13 1933
 JE1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1256+STABILITY: SURFACE MOTION
 JE1256
 JE1256  HISTORY     - Date     Condition        Report By
 JE1256  HISTORY     - 1933     MONUMENTED       CGS
 JE1256  HISTORY     - 1951     GOOD             NGS
 JE1256  HISTORY     - 1960     GOOD             NGS
 JE1256  HISTORY     - 1960     GOOD             USGS
 JE1256
 JE1256                          STATION DESCRIPTION
 JE1256
 JE1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1256'2.8 MI N FROM OSAGE CITY.
 JE1256'2.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1256'FROM THE STATION AT OSAGE CITY, OSAGE COUNTY, 38 FEET SOUTH OF
 JE1256'THE TENTH POLE SOUTH OF MILEPOST 82, AT A GRAVEL-ROAD CROSSING,
 JE1256'85 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 50 FEET
 JE1256'EAST OF THE EAST RAIL, 27 FEET WEST OF THE CENTERLINE OF A
 JE1256'NORTH-AND-SOUTH ROAD, AND 4 FEET NORTHEAST OF A RAIL SET VERTICALLY
 JE1256'IN THE GROUND.  A STANDARD DISK, STAMPED B 13 1933 AND SET IN
 JE1256'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 JE1256
 JE1256                          STATION RECOVERY (1960)
 JE1256
 JE1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JE1256'RECOVERED IN GOOD CONDITION.
 JE1256
 JE1256                          STATION RECOVERY (1960)
 JE1256
 JE1256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JE1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0827 ***********************************************************************
 HF0827  DESIGNATION -  B 14
 HF0827  PID         -  HF0827
 HF0827  STATE/COUNTY-  KS/SUMNER
 HF0827  USGS QUAD   -  CALDWELL (1971)
 HF0827
 HF0827                         *CURRENT SURVEY CONTROL
 HF0827  ___________________________________________________________________
 HF0827* NAD 83(1986)-  37 01 33.     (N)    097 36 15.     (W)     SCALED    
 HF0827* NAVD 88     -       337.905  (meters)    1108.61   (feet)  ADJUSTED  
 HF0827  ___________________________________________________________________
 HF0827  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HF0827  DYNAMIC HT  -         337.623 (meters)    1107.68  (feet)  COMP
 HF0827  MODELED GRAV-     979,786.6   (mgal)                       NAVD 88
 HF0827
 HF0827  VERT ORDER  -  FIRST     CLASS II
 HF0827
 HF0827.The horizontal coordinates were scaled from a topographic map and have
 HF0827.an estimated accuracy of +/- 6 seconds.
 HF0827
 HF0827.The orthometric height was determined by differential leveling
 HF0827.and adjusted by the National Geodetic Survey in June 1991..
 HF0827
 HF0827.The geoid height was determined by GEOID03.
 HF0827
 HF0827.The dynamic height is computed by dividing the NAVD 88
 HF0827.geopotential number by the normal gravity value computed on the
 HF0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0827.degrees latitude (g = 980.6199 gals.).
 HF0827
 HF0827.The modeled gravity was interpolated from observed gravity values.
 HF0827
 HF0827;                    North         East    Units  Estimated Accuracy
 HF0827;SPC KS S     -   440,250.      479,720.      MT  (+/- 180 meters Scaled)
 HF0827
 HF0827                          SUPERSEDED SURVEY CONTROL
 HF0827
 HF0827  NGVD 29 (??/??/92)  337.801  (m)         1108.27   (f) ADJ UNCH    1 2
 HF0827
 HF0827.Superseded values are not recommended for survey control.
 HF0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0827.See file dsdata.txt to determine how the superseded data were derived.
 HF0827
 HF0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF241986(NAD 83)
 HF0827_MARKER: DB = BENCH MARK DISK
 HF0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0827_SP_SET: ABUTMENT
 HF0827_STAMPING: B 14 1933
 HF0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0827
 HF0827  HISTORY     - Date     Condition        Report By
 HF0827  HISTORY     - 1933     MONUMENTED       CGS
 HF0827  HISTORY     - 1934     GOOD             NGS
 HF0827
 HF0827                          STATION DESCRIPTION
 HF0827
 HF0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0827'AT CALDWELL.
 HF0827'AT CALDWELL, SUMNER COUNTY, ABOUT 0.5 MILE SOUTH OF THE CHICAGO,
 HF0827'ROCK ISLAND AND PACIFIC RAILWAY STATION, ABOUT 100 YARDS NORTH
 HF0827'OF MILEPOST 295, AT A BRIDGE OVER A CREEK AT THE SOUTH END
 HF0827'OF THE YARDS, IN THE TOP OF THE NORTH CONCRETE ABUTMENT, 4 YARDS
 HF0827'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 5 FEET LOWER
 HF0827'THAN THE RAIL.  A STANDARD DISK, STAMPED B 14 1933.
 HF0827
 HF0827                          STATION RECOVERY (1934)
 HF0827
 HF0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 HF0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0039 ***********************************************************************
 KF0039  DESIGNATION -  B 15
 KF0039  PID         -  KF0039
 KF0039  STATE/COUNTY-  KS/WABAUNSEE
 KF0039  USGS QUAD   -  ALMA (1978)
 KF0039
 KF0039                         *CURRENT SURVEY CONTROL
 KF0039  ___________________________________________________________________
 KF0039* NAD 83(1986)-  39 00 46.     (N)    096 17 22.     (W)     SCALED    
 KF0039* NAVD 88     -       333.914  (meters)    1095.52   (feet)  ADJUSTED  
 KF0039  ___________________________________________________________________
 KF0039  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 KF0039  DYNAMIC HT  -         333.691 (meters)    1094.78  (feet)  COMP
 KF0039  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 KF0039
 KF0039  VERT ORDER  -  SECOND    CLASS 0
 KF0039
 KF0039.The horizontal coordinates were scaled from a topographic map and have
 KF0039.an estimated accuracy of +/- 6 seconds.
 KF0039
 KF0039.The orthometric height was determined by differential leveling
 KF0039.and adjusted by the National Geodetic Survey in June 1991..
 KF0039.WARNING-Repeat measurements at this control monument indicate possible
 KF0039.vertical movement.
 KF0039
 KF0039.The geoid height was determined by GEOID03.
 KF0039
 KF0039.The dynamic height is computed by dividing the NAVD 88
 KF0039.geopotential number by the normal gravity value computed on the
 KF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0039.degrees latitude (g = 980.6199 gals.).
 KF0039
 KF0039.The modeled gravity was interpolated from observed gravity values.
 KF0039
 KF0039;                    North         East    Units  Estimated Accuracy
 KF0039;SPC KS N     -    76,830.      548,140.      MT  (+/- 180 meters Scaled)
 KF0039
 KF0039                          SUPERSEDED SURVEY CONTROL
 KF0039
 KF0039  NGVD 29 (??/??/92)  333.781  (m)         1095.08   (f) ADJ UNCH    2 0
 KF0039
 KF0039.Superseded values are not recommended for survey control.
 KF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0039.See file dsdata.txt to determine how the superseded data were derived.
 KF0039
 KF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ346216(NAD 83)
 KF0039_MARKER: DD = SURVEY DISK
 KF0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0039_STAMPING: B 15 12 10E
 KF0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0039+STABILITY: SURFACE MOTION
 KF0039
 KF0039  HISTORY     - Date     Condition        Report By
 KF0039  HISTORY     - UNK      MONUMENTED       KSGS
 KF0039  HISTORY     - 1970     GOOD             NGS
 KF0039
 KF0039                          STATION DESCRIPTION
 KF0039
 KF0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0039'AT ALMA.
 KF0039'AT ALMA, AT THE INTERSECTION OF KANSAS AVENUE AND THIRD STREET,
 KF0039'106.0 FEET EAST OF THE SOUTHEAST CORNER OF THE WABAUNSEE COUNTY
 KF0039'COURTHOUSE, 49 FEET WEST OF THE WEST CURB OF KANSAS AVENUE, 27.7
 KF0039'FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE WALKWAY WHICH LEADS
 KF0039'TO THE EAST ENTRANCE OF THE COURTHOUSE, 6.6 FEET NORTHEAST OF
 KF0039'THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR THE QUIVIRA
 KF0039'HISTORICAL SOCIETY MONUMENT, ABOUT LEVEL WITH THE WALKWAY,
 KF0039'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.
 KF0039'SEC 15, T 12 S, R 10 E NOTE-- THE MARK IS LEANING SLIGHTLY TO
 KF0039'THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0167 ***********************************************************************
 HF0167  DESIGNATION -  B 15
 HF0167  PID         -  HF0167
 HF0167  STATE/COUNTY-  KS/COWLEY
 HF0167  USGS QUAD   -  SILVERDALE (1965)
 HF0167
 HF0167                         *CURRENT SURVEY CONTROL
 HF0167  ___________________________________________________________________
 HF0167* NAD 83(1986)-  37 02 30.     (N)    096 54 11.     (W)     SCALED    
 HF0167* NAVD 88     -       331.053  (meters)    1086.13   (feet)  ADJUSTED  
 HF0167  ___________________________________________________________________
 HF0167  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HF0167  DYNAMIC HT  -         330.776 (meters)    1085.22  (feet)  COMP
 HF0167  MODELED GRAV-     979,783.6   (mgal)                       NAVD 88
 HF0167
 HF0167  VERT ORDER  -  FIRST     CLASS II
 HF0167
 HF0167.The horizontal coordinates were scaled from a topographic map and have
 HF0167.an estimated accuracy of +/- 6 seconds.
 HF0167
 HF0167.The orthometric height was determined by differential leveling
 HF0167.and adjusted by the National Geodetic Survey in June 1991..
 HF0167
 HF0167.The geoid height was determined by GEOID03.
 HF0167
 HF0167.The dynamic height is computed by dividing the NAVD 88
 HF0167.geopotential number by the normal gravity value computed on the
 HF0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0167.degrees latitude (g = 980.6199 gals.).
 HF0167
 HF0167.The modeled gravity was interpolated from observed gravity values.
 HF0167
 HF0167;                    North         East    Units  Estimated Accuracy
 HF0167;SPC KS S     -   442,840.      542,070.      MT  (+/- 180 meters Scaled)
 HF0167
 HF0167                          SUPERSEDED SURVEY CONTROL
 HF0167
 HF0167  NGVD 29 (??/??/92)  330.936  (m)         1085.75   (f) ADJ UNCH    1 2
 HF0167
 HF0167.Superseded values are not recommended for survey control.
 HF0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0167.See file dsdata.txt to determine how the superseded data were derived.
 HF0167
 HF0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG864015(NAD 83)
 HF0167_MARKER: DB = BENCH MARK DISK
 HF0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0167_STAMPING: B 15 1933
 HF0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0167+STABILITY: SURFACE MOTION
 HF0167
 HF0167  HISTORY     - Date     Condition        Report By
 HF0167  HISTORY     - 1933     MONUMENTED       CGS
 HF0167  HISTORY     - 1934     GOOD             NGS
 HF0167
 HF0167                          STATION DESCRIPTION
 HF0167
 HF0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0167'AT SILVERDALE.
 HF0167'AT SILVERDALE, COWLEY COUNTY, ABOUT 200 FEET NORTH OF THE
 HF0167'MISSOURI PACIFIC RAILROAD TRACK, ABOUT 40 FEET WEST OF THE
 HF0167'CENTER LINE OF A STREET, 25 FEET SOUTH OF THE SOUTH WALL OF THE
 HF0167'POST OFFICE AND GENERAL STORE, AND NEAR A GARDEN FENCE.  A
 HF0167'STANDARD DISK, STAMPED B 15 1933 AND SET IN THE TOP OF A
 HF0167'CONCRETE POST.
 HF0167
 HF0167                          STATION RECOVERY (1934)
 HF0167
 HF0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 HF0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0503 ***********************************************************************
 KH0503  DESIGNATION -  B 150
 KH0503  PID         -  KH0503
 KH0503  STATE/COUNTY-  KS/CHEYENNE
 KH0503  USGS QUAD   -  ST FRANCIS NW (1978)
 KH0503
 KH0503                         *CURRENT SURVEY CONTROL
 KH0503  ___________________________________________________________________
 KH0503* NAD 83(1986)-  39 58 16.     (N)    101 55 58.     (W)     SCALED    
 KH0503* NAVD 88     -      1069.531  (meters)    3508.95   (feet)  ADJUSTED  
 KH0503  ___________________________________________________________________
 KH0503  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 KH0503  DYNAMIC HT  -        1068.717 (meters)    3506.28  (feet)  COMP
 KH0503  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 KH0503
 KH0503  VERT ORDER  -  SECOND    CLASS 0
 KH0503
 KH0503.The horizontal coordinates were scaled from a topographic map and have
 KH0503.an estimated accuracy of +/- 6 seconds.
 KH0503
 KH0503.The orthometric height was determined by differential leveling
 KH0503.and adjusted by the National Geodetic Survey in June 1991..
 KH0503
 KH0503.The geoid height was determined by GEOID03.
 KH0503
 KH0503.The dynamic height is computed by dividing the NAVD 88
 KH0503.geopotential number by the normal gravity value computed on the
 KH0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0503.degrees latitude (g = 980.6199 gals.).
 KH0503
 KH0503.The modeled gravity was interpolated from observed gravity values.
 KH0503
 KH0503;                    North         East    Units  Estimated Accuracy
 KH0503;SPC KS N     -   189,120.       64,120.      MT  (+/- 180 meters Scaled)
 KH0503
 KH0503                          SUPERSEDED SURVEY CONTROL
 KH0503
 KH0503  NGVD 29 (??/??/92) 1069.066  (m)         3507.43   (f) ADJ UNCH    2 0
 KH0503
 KH0503.Superseded values are not recommended for survey control.
 KH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0503.See file dsdata.txt to determine how the superseded data were derived.
 KH0503
 KH0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK495286(NAD 83)
 KH0503_MARKER: DB = BENCH MARK DISK
 KH0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0503_STAMPING: B 150 1934
 KH0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0503+STABILITY: SURFACE MOTION
 KH0503
 KH0503  HISTORY     - Date     Condition        Report By
 KH0503  HISTORY     - 1934     MONUMENTED       CGS
 KH0503  HISTORY     - 1942     GOOD             NGS
 KH0503  HISTORY     - 1976     MARK NOT FOUND   USGS
 KH0503
 KH0503                          STATION DESCRIPTION
 KH0503
 KH0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KH0503'3.3 MI S FROM HAIGLER.
 KH0503'3.3 MILES SOUTH ALONG STATE HIGHWAY 27, FROM THE CHICAGO,
 KH0503'BURLINGTON AND QUINCY RAILROAD STATION AT HAIGLER, NEBRASKA.  0.3
 KH0503'MILE SOUTH OF A CURVE TO THE EAST, ON THE TOP OF A SMALL HILL.
 KH0503'46 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND AT A FENCE,
 KH0503'AND SET IN THE TOP OF A CONCRETE POST.
 KH0503
 KH0503                          STATION RECOVERY (1976)
 KH0503
 KH0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KH0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0003 ***********************************************************************
 JH0003  DESIGNATION -  B 151
 JH0003  PID         -  JH0003
 JH0003  STATE/COUNTY-  KS/LANE
 JH0003  USGS QUAD   -  SHIELDS NW (1974)
 JH0003
 JH0003                         *CURRENT SURVEY CONTROL
 JH0003  ___________________________________________________________________
 JH0003* NAD 83(1986)-  38 40 52.     (N)    100 26 26.     (W)     SCALED    
 JH0003* NAVD 88     -       797.352  (meters)    2615.98   (feet)  ADJUSTED  
 JH0003  ___________________________________________________________________
 JH0003  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 JH0003  DYNAMIC HT  -         796.708 (meters)    2613.87  (feet)  COMP
 JH0003  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 JH0003
 JH0003  VERT ORDER  -  SECOND    CLASS 0
 JH0003
 JH0003.The horizontal coordinates were scaled from a topographic map and have
 JH0003.an estimated accuracy of +/- 6 seconds.
 JH0003
 JH0003.The orthometric height was determined by differential leveling
 JH0003.and adjusted by the National Geodetic Survey in June 1991..
 JH0003
 JH0003.The geoid height was determined by GEOID03.
 JH0003
 JH0003.The dynamic height is computed by dividing the NAVD 88
 JH0003.geopotential number by the normal gravity value computed on the
 JH0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0003.degrees latitude (g = 980.6199 gals.).
 JH0003
 JH0003.The modeled gravity was interpolated from observed gravity values.
 JH0003
 JH0003;                    North         East    Units  Estimated Accuracy
 JH0003;SPC KS S     -   625,340.      231,150.      MT  (+/- 180 meters Scaled)
 JH0003
 JH0003                          SUPERSEDED SURVEY CONTROL
 JH0003
 JH0003  NGVD 29 (??/??/92)  797.058  (m)         2615.01   (f) ADJ UNCH    2 0
 JH0003
 JH0003.Superseded values are not recommended for survey control.
 JH0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0003.See file dsdata.txt to determine how the superseded data were derived.
 JH0003
 JH0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH746823(NAD 83)
 JH0003_MARKER: DB = BENCH MARK DISK
 JH0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0003_STAMPING: B 151 1934
 JH0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0003+STABILITY: SURFACE MOTION
 JH0003
 JH0003  HISTORY     - Date     Condition        Report By
 JH0003  HISTORY     - 1934     MONUMENTED       CGS
 JH0003  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 JH0003
 JH0003                          STATION DESCRIPTION
 JH0003
 JH0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0003'4.7 MI N FROM SHIELDS.
 JH0003'4.7 MILES NORTH ALONG A SURFACED ROAD (OLD STATE HIGHWAY 23)
 JH0003'FROM THE MISSOURI PACIFIC RAILROAD STATION AT SHIELDS, LANE
 JH0003'COUNTY, 66 FEET EAST OF A GATE TO A FARMHOUSE, AND 40 FEET
 JH0003'EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 JH0003'B 151 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JH0003
 JH0003                          STATION RECOVERY (1960)
 JH0003
 JH0003'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 JH0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0044 ***********************************************************************
 KH0044  DESIGNATION -  B 152 RESET
 KH0044  PID         -  KH0044
 KH0044  STATE/COUNTY-  KS/SHERIDAN
 KH0044  USGS QUAD   -  HOXIE (1979)
 KH0044
 KH0044                         *CURRENT SURVEY CONTROL
 KH0044  ___________________________________________________________________
 KH0044* NAD 83(1986)-  39 17 04.     (N)    100 26 32.     (W)     SCALED    
 KH0044* NAVD 88     -       842.27   (meters)    2763.3    (feet)  RESET     
 KH0044  ___________________________________________________________________
 KH0044  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 KH0044
 KH0044  VERT ORDER  -  THIRD
 KH0044
 KH0044.The horizontal coordinates were scaled from a topographic map and have
 KH0044.an estimated accuracy of +/- 6 seconds.
 KH0044
 KH0044.The orthometric height was computed from unverified reset data.
 KH0044
 KH0044.The geoid height was determined by GEOID03.
 KH0044
 KH0044;                    North         East    Units  Estimated Accuracy
 KH0044;SPC KS N     -   108,430.      189,320.      MT  (+/- 180 meters Scaled)
 KH0044
 KH0044                          SUPERSEDED SURVEY CONTROL
 KH0044
 KH0044.No superseded survey control is available for this station.
 KH0044
 KH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ756493(NAD 83)
 KH0044_MARKER: DB = BENCH MARK DISK
 KH0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0044_STAMPING: B 152 RESET 1940
 KH0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0044+STABILITY: SURFACE MOTION
 KH0044
 KH0044  HISTORY     - Date     Condition        Report By
 KH0044  HISTORY     - 1940     MONUMENTED       KSHC
 KH0044  HISTORY     - 1942     GOOD             NGS
 KH0044  HISTORY     - 1946     MARK NOT FOUND   NGS
 KH0044
 KH0044                          STATION DESCRIPTION
 KH0044
 KH0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KH0044'4.3 MI S FROM HOXIE.
 KH0044'4.3 MILES SOUTH ALONG A SURFACED ROAD (OLD STATE HIGHWAY 23)
 KH0044'FROM THE UNION PACIFIC RAILROAD STATION AT HOXIE, SHERIDAN COUNTY,
 KH0044'0.4 MILE NORTH OF THE NORTHEAST CORNER OF SECTION 15, T 9 S,
 KH0044'R 28 W, 0.3 MILE SOUTH OF A RANCH HOUSE, 166 FEET SOUTH OF A
 KH0044'CULVERT, AND AT THE WEST RIGHT-OF-WAY LINE.  A STANDARD DISK,
 KH0044'STAMPED B 152 RESET 1940 AND SET IN THE TOP OF A CONCRETE POST.
 KH0044
 KH0044                          STATION RECOVERY (1946)
 KH0044
 KH0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 KH0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0018 ***********************************************************************
 KH0018  DESIGNATION -  B 153
 KH0018  PID         -  KH0018
 KH0018  STATE/COUNTY-  KS/NORTON
 KH0018  USGS QUAD   -  CLAYTON (1978)
 KH0018
 KH0018                         *CURRENT SURVEY CONTROL
 KH0018  ___________________________________________________________________
 KH0018* NAD 83(1986)-  39 44 27.     (N)    100 10 14.     (W)     SCALED    
 KH0018* NAVD 88     -       736.695  (meters)    2416.97   (feet)  ADJUSTED  
 KH0018  ___________________________________________________________________
 KH0018  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 KH0018  DYNAMIC HT  -         736.191 (meters)    2415.32  (feet)  COMP
 KH0018  MODELED GRAV-     979,917.6   (mgal)                       NAVD 88
 KH0018
 KH0018  VERT ORDER  -  SECOND    CLASS 0
 KH0018
 KH0018.The horizontal coordinates were scaled from a topographic map and have
 KH0018.an estimated accuracy of +/- 6 seconds.
 KH0018
 KH0018.The orthometric height was determined by differential leveling
 KH0018.and adjusted by the National Geodetic Survey in June 1991..
 KH0018
 KH0018.The geoid height was determined by GEOID03.
 KH0018
 KH0018.The dynamic height is computed by dividing the NAVD 88
 KH0018.geopotential number by the normal gravity value computed on the
 KH0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0018.degrees latitude (g = 980.6199 gals.).
 KH0018
 KH0018.The modeled gravity was interpolated from observed gravity values.
 KH0018
 KH0018;                    North         East    Units  Estimated Accuracy
 KH0018;SPC KS N     -   158,480.      213,970.      MT  (+/- 180 meters Scaled)
 KH0018
 KH0018                          SUPERSEDED SURVEY CONTROL
 KH0018
 KH0018  NGVD 29 (??/??/92)  736.413  (m)         2416.05   (f) ADJ UNCH    2 0
 KH0018
 KH0018.Superseded values are not recommended for survey control.
 KH0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0018.See file dsdata.txt to determine how the superseded data were derived.
 KH0018
 KH0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ997996(NAD 83)
 KH0018_MARKER: DB = BENCH MARK DISK
 KH0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0018_SP_SET: CULVERT
 KH0018_STAMPING: B 153 1934
 KH0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0018
 KH0018  HISTORY     - Date     Condition        Report By
 KH0018  HISTORY     - 1934     MONUMENTED       CGS
 KH0018  HISTORY     - 1949     GOOD             NGS
 KH0018  HISTORY     - 1950     GOOD             USGS
 KH0018  HISTORY     - 1976     POOR             KSDT
 KH0018
 KH0018                          STATION DESCRIPTION
 KH0018
 KH0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KH0018'0.4 MI NE FROM CLAYTON.
 KH0018'ABOUT 0.4 MI. NE ALONG THE C.R.I. AND P. RR FROM THE STATION AT
 KH0018'CLAYTON, NORTON CO., NEAR THE COR. SECS. 5-6-31-32, TPS. 3-4S.,
 KH0018'R. 25 W., 60 FT. NORMAL TO CENTER LINE AND ON N. SIDE OF U.S.
 KH0018'HWY. 383, 10 FT. E. OF CENTER LINE OF ROAD N., 1 FT. W. OF
 KH0018'FENCE LINE S., IN LINE WITH N. EDGE OF ROAD E., IN THE SE HEADWALL
 KH0018'OF A CONCRETE CULVERT, A STD. DISK STAMPED B 153 1934.
 KH0018
 KH0018                          STATION RECOVERY (1950)
 KH0018
 KH0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KH0018'RECOVERED IN GOOD CONDITION.
 KH0018
 KH0018                          STATION RECOVERY (1976)
 KH0018
 KH0018'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1976
 KH0018'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0212 ***********************************************************************
 KH0212  DESIGNATION -  B 154
 KH0212  PID         -  KH0212
 KH0212  STATE/COUNTY-  KS/THOMAS
 KH0212  USGS QUAD   -  GEM (1979)
 KH0212
 KH0212                         *CURRENT SURVEY CONTROL
 KH0212  ___________________________________________________________________
 KH0212* NAD 83(1986)-  39 25 38.     (N)    100 54 03.     (W)     SCALED    
 KH0212* NAVD 88     -       942.958  (meters)    3093.69   (feet)  ADJUSTED  
 KH0212  ___________________________________________________________________
 KH0212  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KH0212  DYNAMIC HT  -         942.223 (meters)    3091.28  (feet)  COMP
 KH0212  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 KH0212
 KH0212  VERT ORDER  -  SECOND    CLASS 0
 KH0212
 KH0212.The horizontal coordinates were scaled from a topographic map and have
 KH0212.an estimated accuracy of +/- 6 seconds.
 KH0212
 KH0212.The orthometric height was determined by differential leveling
 KH0212.and adjusted by the National Geodetic Survey in June 1991..
 KH0212
 KH0212.The geoid height was determined by GEOID03.
 KH0212
 KH0212.The dynamic height is computed by dividing the NAVD 88
 KH0212.geopotential number by the normal gravity value computed on the
 KH0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0212.degrees latitude (g = 980.6199 gals.).
 KH0212
 KH0212.The modeled gravity was interpolated from observed gravity values.
 KH0212
 KH0212;                    North         East    Units  Estimated Accuracy
 KH0212;SPC KS N     -   125,440.      150,280.      MT  (+/- 180 meters Scaled)
 KH0212
 KH0212                          SUPERSEDED SURVEY CONTROL
 KH0212
 KH0212  NGVD 29 (??/??/92)  942.602  (m)         3092.52   (f) ADJ UNCH    2 0
 KH0212
 KH0212.Superseded values are not recommended for survey control.
 KH0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0212.See file dsdata.txt to determine how the superseded data were derived.
 KH0212
 KH0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ363659(NAD 83)
 KH0212_MARKER: DB = BENCH MARK DISK
 KH0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0212_STAMPING: B 154 1934
 KH0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0212+STABILITY: SURFACE MOTION
 KH0212
 KH0212  HISTORY     - Date     Condition        Report By
 KH0212  HISTORY     - 1934     MONUMENTED       CGS
 KH0212  HISTORY     - 1942     GOOD             NGS
 KH0212
 KH0212                          STATION DESCRIPTION
 KH0212
 KH0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0212'AT GEM.
 KH0212'1 POLE WEST OF MILEPOST 379.30.  200 FEET EAST OF P.S. HOUSTON
 KH0212'ELEVATOR, 150 FEET SOUTH OF CENTERLINE OF MAIN TRACK OF C.R.I.
 KH0212'AND P. RR.  140 FEET SOUTH OF ROCK ISLAND RAILROAD STATION, 3
 KH0212'FEET NORTH OF A TRANSFORMER.
 KH0212
 KH0212                          STATION RECOVERY (1942)
 KH0212
 KH0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0285 ***********************************************************************
 KH0285  DESIGNATION -  B 157
 KH0285  PID         -  KH0285
 KH0285  STATE/COUNTY-  KS/RAWLINS
 KH0285  USGS QUAD   -  ATWOOD (1978)
 KH0285
 KH0285                         *CURRENT SURVEY CONTROL
 KH0285  ___________________________________________________________________
 KH0285* NAD 83(1986)-  39 49 24.     (N)    101 01 39.     (W)     SCALED    
 KH0285* NAVD 88     -       861.362  (meters)    2825.99   (feet)  ADJUSTED  
 KH0285  ___________________________________________________________________
 KH0285  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KH0285  DYNAMIC HT  -         860.735 (meters)    2823.93  (feet)  COMP
 KH0285  MODELED GRAV-     979,869.1   (mgal)                       NAVD 88
 KH0285
 KH0285  VERT ORDER  -  SECOND    CLASS 0
 KH0285
 KH0285.The horizontal coordinates were scaled from a topographic map and have
 KH0285.an estimated accuracy of +/- 6 seconds.
 KH0285
 KH0285.The orthometric height was determined by differential leveling
 KH0285.and adjusted by the National Geodetic Survey in June 1991..
 KH0285
 KH0285.The geoid height was determined by GEOID03.
 KH0285
 KH0285.The dynamic height is computed by dividing the NAVD 88
 KH0285.geopotential number by the normal gravity value computed on the
 KH0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0285.degrees latitude (g = 980.6199 gals.).
 KH0285
 KH0285.The modeled gravity was interpolated from observed gravity values.
 KH0285
 KH0285;                    North         East    Units  Estimated Accuracy
 KH0285;SPC KS N     -   169,750.      140,850.      MT  (+/- 180 meters Scaled)
 KH0285
 KH0285                          SUPERSEDED SURVEY CONTROL
 KH0285
 KH0285  NGVD 29 (??/??/92)  861.028  (m)         2824.89   (f) ADJ UNCH    2 0
 KH0285
 KH0285.Superseded values are not recommended for survey control.
 KH0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0285.See file dsdata.txt to determine how the superseded data were derived.
 KH0285
 KH0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK264101(NAD 83)
 KH0285_MARKER: DB = BENCH MARK DISK
 KH0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0285_STAMPING: B 157 1934
 KH0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0285+STABILITY: SURFACE MOTION
 KH0285
 KH0285  HISTORY     - Date     Condition        Report By
 KH0285  HISTORY     - 1934     MONUMENTED       CGS
 KH0285  HISTORY     - 1949     MARK NOT FOUND   USGS
 KH0285  HISTORY     - 1976     MARK NOT FOUND   USGS
 KH0285
 KH0285                          STATION DESCRIPTION
 KH0285
 KH0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0285'0.9 MI NE FROM ATWOOD.
 KH0285'0.9 MILES NORTHEAST OF BURLINGTON STATION AT ATWOOD 400 FEET WEST
 KH0285'OF MILE POST 90, 35 FEET EAST OF RAILROAD CROSSING, 16 FEET SOUTH
 KH0285'OF CENTERLINE OF C.B. AND Q. RR. TRACK.
 KH0285
 KH0285                          STATION RECOVERY (1949)
 KH0285
 KH0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 KH0285'MARK NOT FOUND.
 KH0285
 KH0285                          STATION RECOVERY (1976)
 KH0285
 KH0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KH0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0280 ***********************************************************************
 KG0280  DESIGNATION -  B 158
 KG0280  PID         -  KG0280
 KG0280  STATE/COUNTY-  KS/ROOKS
 KG0280  USGS QUAD   -  PLAINVILLE (1978)
 KG0280
 KG0280                         *CURRENT SURVEY CONTROL
 KG0280  ___________________________________________________________________
 KG0280* NAD 83(1986)-  39 11 54.     (N)    099 17 54.     (W)     SCALED    
 KG0280* NAVD 88     -       655.925  (meters)    2151.98   (feet)  ADJUSTED  
 KG0280  ___________________________________________________________________
 KG0280  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 KG0280  DYNAMIC HT  -         655.460 (meters)    2150.45  (feet)  COMP
 KG0280  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 KG0280
 KG0280  VERT ORDER  -  SECOND    CLASS 0
 KG0280
 KG0280.The horizontal coordinates were scaled from a topographic map and have
 KG0280.an estimated accuracy of +/- 6 seconds.
 KG0280
 KG0280.The orthometric height was determined by differential leveling
 KG0280.and adjusted by the National Geodetic Survey in June 1991..
 KG0280
 KG0280.The geoid height was determined by GEOID03.
 KG0280
 KG0280.The dynamic height is computed by dividing the NAVD 88
 KG0280.geopotential number by the normal gravity value computed on the
 KG0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0280.degrees latitude (g = 980.6199 gals.).
 KG0280
 KG0280.The modeled gravity was interpolated from observed gravity values.
 KG0280
 KG0280;                    North         East    Units  Estimated Accuracy
 KG0280;SPC KS N     -    96,830.      287,850.      MT  (+/- 180 meters Scaled)
 KG0280
 KG0280                          SUPERSEDED SURVEY CONTROL
 KG0280
 KG0280  NGVD 29 (??/??/92)  655.684  (m)         2151.19   (f) ADJ UNCH    2 0
 KG0280
 KG0280.Superseded values are not recommended for survey control.
 KG0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0280.See file dsdata.txt to determine how the superseded data were derived.
 KG0280
 KG0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ742388(NAD 83)
 KG0280_MARKER: DB = BENCH MARK DISK
 KG0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0280_SP_SET: BRIDGE
 KG0280_STAMPING: B 158 1934
 KG0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0280
 KG0280  HISTORY     - Date     Condition        Report By
 KG0280  HISTORY     - 1934     MONUMENTED       CGS
 KG0280
 KG0280                          STATION DESCRIPTION
 KG0280
 KG0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0280'2.9 MI S FROM PLAINVILLE.
 KG0280'2.9 MILES SOUTH OF UNION PACIFIC STATION AT PLAINVILLE, IN
 KG0280'CENTER OF THE WEST END OF SMALL CONCRETE BRIDGE ON STATE
 KG0280'HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0415 ***********************************************************************
 KG0415  DESIGNATION -  B 159
 KG0415  PID         -  KG0415
 KG0415  STATE/COUNTY-  KS/NORTON
 KG0415  USGS QUAD   -  ALMENA (1967)
 KG0415
 KG0415                         *CURRENT SURVEY CONTROL
 KG0415  ___________________________________________________________________
 KG0415* NAD 83(1986)-  39 53 26.     (N)    099 42 24.     (W)     SCALED    
 KG0415* NAVD 88     -       656.533  (meters)    2153.98   (feet)  ADJUSTED  
 KG0415  ___________________________________________________________________
 KG0415  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 KG0415  DYNAMIC HT  -         656.110 (meters)    2152.59  (feet)  COMP
 KG0415  MODELED GRAV-     979,960.2   (mgal)                       NAVD 88
 KG0415
 KG0415  VERT ORDER  -  SECOND    CLASS 0
 KG0415
 KG0415.The horizontal coordinates were scaled from a topographic map and have
 KG0415.an estimated accuracy of +/- 6 seconds.
 KG0415
 KG0415.The orthometric height was determined by differential leveling
 KG0415.and adjusted by the National Geodetic Survey in June 1991..
 KG0415
 KG0415.The geoid height was determined by GEOID03.
 KG0415
 KG0415.The dynamic height is computed by dividing the NAVD 88
 KG0415.geopotential number by the normal gravity value computed on the
 KG0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0415.degrees latitude (g = 980.6199 gals.).
 KG0415
 KG0415.The modeled gravity was interpolated from observed gravity values.
 KG0415
 KG0415;                    North         East    Units  Estimated Accuracy
 KG0415;SPC KS N     -   174,250.      254,040.      MT  (+/- 180 meters Scaled)
 KG0415
 KG0415                          SUPERSEDED SURVEY CONTROL
 KG0415
 KG0415  NGVD 29 (??/??/92)  656.283  (m)         2153.16   (f) ADJ UNCH    2 0
 KG0415
 KG0415.Superseded values are not recommended for survey control.
 KG0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0415.See file dsdata.txt to determine how the superseded data were derived.
 KG0415
 KG0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK395158(NAD 83)
 KG0415_MARKER: DB = BENCH MARK DISK
 KG0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0415_STAMPING: B 159 1934
 KG0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0415+STABILITY: SURFACE MOTION
 KG0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0415+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 KG0415
 KG0415  HISTORY     - Date     Condition        Report By
 KG0415  HISTORY     - 1934     MONUMENTED       CGS
 KG0415  HISTORY     - 1966     GOOD             USGS
 KG0415  HISTORY     - 20040524 GOOD             INDIV
 KG0415
 KG0415                          STATION DESCRIPTION
 KG0415
 KG0415'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KG0415'AT ALMENA.
 KG0415'AT ALMENA, ON THE CB AND Q. RR., 54 FT S., 66 FT W. AND 1.0 FT
 KG0415'LOWER THAN A ST. X-ING., 3.0 FT NW OF A TELE. POLE AND 30 FT S OF
 KG0415'THE RR., IN CONC. POST, A STD. TABLET, STAMPED B 159 1934.
 KG0415
 KG0415                          STATION RECOVERY (2004)
 KG0415
 KG0415'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RLE)
 KG0415'OMIT THE '3.0 FT NW OF A TELEPHONE POLE' TIE.  MONUMENT PROJECTS 0.5
 KG0415'FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0111 ***********************************************************************
 HF0111  DESIGNATION -  B 16
 HF0111  PID         -  HF0111
 HF0111  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0111  USGS QUAD   -  ELGIN NE (1979)
 HF0111
 HF0111                         *CURRENT SURVEY CONTROL
 HF0111  ___________________________________________________________________
 HF0111* NAD 83(1986)-  37 08 14.     (N)    096 19 37.     (W)     SCALED    
 HF0111* NAVD 88     -       316.344  (meters)    1037.87   (feet)  ADJUSTED  
 HF0111  ___________________________________________________________________
 HF0111  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 HF0111  DYNAMIC HT  -         316.085 (meters)    1037.02  (feet)  COMP
 HF0111  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 HF0111
 HF0111  VERT ORDER  -  FIRST     CLASS II
 HF0111
 HF0111.The horizontal coordinates were scaled from a topographic map and have
 HF0111.an estimated accuracy of +/- 6 seconds.
 HF0111
 HF0111.The orthometric height was determined by differential leveling
 HF0111.and adjusted by the National Geodetic Survey in June 1991..
 HF0111
 HF0111.The geoid height was determined by GEOID03.
 HF0111
 HF0111.The dynamic height is computed by dividing the NAVD 88
 HF0111.geopotential number by the normal gravity value computed on the
 HF0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0111.degrees latitude (g = 980.6199 gals.).
 HF0111
 HF0111.The modeled gravity was interpolated from observed gravity values.
 HF0111
 HF0111;                    North         East    Units  Estimated Accuracy
 HF0111;SPC KS S     -   454,480.      593,070.      MT  (+/- 180 meters Scaled)
 HF0111
 HF0111                          SUPERSEDED SURVEY CONTROL
 HF0111
 HF0111  NGVD 29 (??/??/92)  316.204  (m)         1037.41   (f) ADJ UNCH    1 2
 HF0111
 HF0111.Superseded values are not recommended for survey control.
 HF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0111.See file dsdata.txt to determine how the superseded data were derived.
 HF0111
 HF0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG374134(NAD 83)
 HF0111_MARKER: DB = BENCH MARK DISK
 HF0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0111_STAMPING: 1037.360 B 16 1933
 HF0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0111+STABILITY: SURFACE MOTION
 HF0111
 HF0111  HISTORY     - Date     Condition        Report By
 HF0111  HISTORY     - 1933     MONUMENTED       CGS
 HF0111
 HF0111                          STATION DESCRIPTION
 HF0111
 HF0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0111'5 MI NE FROM WAUNETA.
 HF0111'ABOUT 5.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 HF0111'FROM WAUNETA, CHAUTAUQUA COUNTY, ABOUT 120 YARDS EAST OF THE
 HF0111'STATION AT LOWE, ABOUT 29 POLES WEST OF MILEPOST 467, ABOUT 23 YARDS
 HF0111'WEST OF THE CENTER LINE OF A ROAD CROSSING THE TRACK, ABOUT 10
 HF0111'YARDS NORTH OF THE CENTER LINE OF THE MAIN TRACK, AND IN LINE WITH
 HF0111'A ROW OF POLES.  A STANDARD DISK, STAMPED 1037.360 B 16 1933 AND
 HF0111'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0256 ***********************************************************************
 KG0256  DESIGNATION -  B 160
 KG0256  PID         -  KG0256
 KG0256  STATE/COUNTY-  KS/PHILLIPS
 KG0256  USGS QUAD   -  KIRWIN RESERVOIR (1972)
 KG0256
 KG0256                         *CURRENT SURVEY CONTROL
 KG0256  ___________________________________________________________________
 KG0256* NAD 83(1986)-  39 40 08.     (N)    099 09 05.     (W)     SCALED    
 KG0256* NAVD 88     -       520.875  (meters)    1708.90   (feet)  ADJUSTED  
 KG0256  ___________________________________________________________________
 KG0256  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 KG0256  DYNAMIC HT  -         520.542 (meters)    1707.81  (feet)  COMP
 KG0256  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 KG0256
 KG0256  VERT ORDER  -  SECOND    CLASS 0
 KG0256
 KG0256.The horizontal coordinates were scaled from a topographic map and have
 KG0256.an estimated accuracy of +/- 6 seconds.
 KG0256
 KG0256.The orthometric height was determined by differential leveling
 KG0256.and adjusted by the National Geodetic Survey in June 1991..
 KG0256
 KG0256.The geoid height was determined by GEOID03.
 KG0256
 KG0256.The dynamic height is computed by dividing the NAVD 88
 KG0256.geopotential number by the normal gravity value computed on the
 KG0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0256.degrees latitude (g = 980.6199 gals.).
 KG0256
 KG0256.The modeled gravity was interpolated from observed gravity values.
 KG0256
 KG0256;                    North         East    Units  Estimated Accuracy
 KG0256;SPC KS N     -   148,890.      301,210.      MT  (+/- 180 meters Scaled)
 KG0256
 KG0256                          SUPERSEDED SURVEY CONTROL
 KG0256
 KG0256  NGVD 29 (??/??/92)  520.656  (m)         1708.19   (f) ADJ UNCH    2 0
 KG0256
 KG0256.Superseded values are not recommended for survey control.
 KG0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0256.See file dsdata.txt to determine how the superseded data were derived.
 KG0256
 KG0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ870910(NAD 83)
 KG0256_MARKER: DB = BENCH MARK DISK
 KG0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0256_STAMPING: B 160 1934
 KG0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0256+STABILITY: SURFACE MOTION
 KG0256
 KG0256  HISTORY     - Date     Condition        Report By
 KG0256  HISTORY     - 1934     MONUMENTED       CGS
 KG0256  HISTORY     - 1971     MARK NOT FOUND   NGS
 KG0256
 KG0256                          STATION DESCRIPTION
 KG0256
 KG0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0256'1.9 MI W FROM KIRWIN.
 KG0256'1.9 MILES WEST OF MISSOURI PACIFIC STATION AT KIRWIN 1 POLE EAST
 KG0256'OF MILEAGE 574.25, 45 FEET NORTH OF CENTERLINE OF MISSOURI
 KG0256'PACIFIC RR. TRACK, 30 FEET WEST OF CROSSING, 12 FEET WEST OF
 KG0256'FENCE CORNER.
 KG0256
 KG0256                          STATION RECOVERY (1971)
 KG0256
 KG0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KG0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0404 ***********************************************************************
 KG0404  DESIGNATION -  B 161
 KG0404  PID         -  KG0404
 KG0404  STATE/COUNTY-  KS/PHILLIPS
 KG0404  USGS QUAD   -  DENSMORE (1978)
 KG0404
 KG0404                         *CURRENT SURVEY CONTROL
 KG0404  ___________________________________________________________________
 KG0404* NAD 83(1986)-  39 39 18.     (N)    099 37 38.     (W)     SCALED    
 KG0404* NAVD 88     -       610.704  (meters)    2003.62   (feet)  ADJUSTED  
 KG0404  ___________________________________________________________________
 KG0404  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 KG0404  DYNAMIC HT  -         610.296 (meters)    2002.28  (feet)  COMP
 KG0404  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 KG0404
 KG0404  VERT ORDER  -  SECOND    CLASS 0
 KG0404
 KG0404.The horizontal coordinates were scaled from a topographic map and have
 KG0404.an estimated accuracy of +/- 6 seconds.
 KG0404
 KG0404.The orthometric height was determined by differential leveling
 KG0404.and adjusted by the National Geodetic Survey in June 1991..
 KG0404
 KG0404.The geoid height was determined by GEOID03.
 KG0404
 KG0404.The dynamic height is computed by dividing the NAVD 88
 KG0404.geopotential number by the normal gravity value computed on the
 KG0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0404.degrees latitude (g = 980.6199 gals.).
 KG0404
 KG0404.The modeled gravity was interpolated from observed gravity values.
 KG0404
 KG0404;                    North         East    Units  Estimated Accuracy
 KG0404;SPC KS N     -   147,980.      260,360.      MT  (+/- 180 meters Scaled)
 KG0404
 KG0404                          SUPERSEDED SURVEY CONTROL
 KG0404
 KG0404  NGVD 29 (??/??/92)  610.456  (m)         2002.80   (f) ADJ UNCH    2 0
 KG0404
 KG0404.Superseded values are not recommended for survey control.
 KG0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0404.See file dsdata.txt to determine how the superseded data were derived.
 KG0404
 KG0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ461896(NAD 83)
 KG0404_MARKER: DB = BENCH MARK DISK
 KG0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0404_STAMPING: B 161 1934
 KG0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0404+STABILITY: SURFACE MOTION
 KG0404
 KG0404  HISTORY     - Date     Condition        Report By
 KG0404  HISTORY     - 1934     MONUMENTED       CGS
 KG0404  HISTORY     - 1941     GOOD             NGS
 KG0404  HISTORY     - 1975     MARK NOT FOUND   USGS
 KG0404
 KG0404                          STATION DESCRIPTION
 KG0404
 KG0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0404'3.3 MI W FROM LOGAN.
 KG0404'3.3 MILES WEST OF MISSOURI PACIFIC STATION AT LOGAN, 400 FEET
 KG0404'EAST OF NORTON-PHILLIPS COUNTY LINE MARKER, 3 POLES WEST OF
 KG0404'MILEAGE 601.20.  36 FEET EAST OF A HIGH WOODEN TRESTLE, 30
 KG0404'FEET WEST OF STATE HIGHWAY 9 AND RAILROAD CROSSING, 18 FEET
 KG0404'SOUTH OF CENTERLINE OF MISSOURI PACIFIC RR. TRACK.
 KG0404
 KG0404                          STATION RECOVERY (1941)
 KG0404
 KG0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KG0404'RECOVERED IN GOOD CONDITION.
 KG0404
 KG0404                          STATION RECOVERY (1975)
 KG0404
 KG0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KG0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0127 ***********************************************************************
 KG0127  DESIGNATION -  B 162
 KG0127  PID         -  KG0127
 KG0127  STATE/COUNTY-  KS/OSBORNE
 KG0127  USGS QUAD   -  OSBORNE (1979)
 KG0127
 KG0127                         *CURRENT SURVEY CONTROL
 KG0127  ___________________________________________________________________
 KG0127* NAD 83(1986)-  39 26 57.     (N)    098 45 00.     (W)     SCALED    
 KG0127* NAVD 88     -       477.555  (meters)    1566.78   (feet)  ADJUSTED  
 KG0127  ___________________________________________________________________
 KG0127  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 KG0127  DYNAMIC HT  -         477.243 (meters)    1565.75  (feet)  COMP
 KG0127  MODELED GRAV-     979,958.0   (mgal)                       NAVD 88
 KG0127
 KG0127  VERT ORDER  -  SECOND    CLASS 0
 KG0127
 KG0127.The horizontal coordinates were scaled from a topographic map and have
 KG0127.an estimated accuracy of +/- 6 seconds.
 KG0127
 KG0127.The orthometric height was determined by differential leveling
 KG0127.and adjusted by the National Geodetic Survey in June 1991..
 KG0127
 KG0127.The geoid height was determined by GEOID03.
 KG0127
 KG0127.The dynamic height is computed by dividing the NAVD 88
 KG0127.geopotential number by the normal gravity value computed on the
 KG0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0127.degrees latitude (g = 980.6199 gals.).
 KG0127
 KG0127.The modeled gravity was interpolated from observed gravity values.
 KG0127
 KG0127;                    North         East    Units  Estimated Accuracy
 KG0127;SPC KS N     -   124,140.      335,450.      MT  (+/- 180 meters Scaled)
 KG0127
 KG0127                          SUPERSEDED SURVEY CONTROL
 KG0127
 KG0127  NGVD 29 (??/??/92)  477.354  (m)         1566.12   (f) ADJ UNCH    2 0
 KG0127
 KG0127.Superseded values are not recommended for survey control.
 KG0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0127.See file dsdata.txt to determine how the superseded data were derived.
 KG0127
 KG0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ215666(NAD 83)
 KG0127_MARKER: DB = BENCH MARK DISK
 KG0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0127_STAMPING: B 162 1934
 KG0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0127+STABILITY: SURFACE MOTION
 KG0127
 KG0127  HISTORY     - Date     Condition        Report By
 KG0127  HISTORY     - 1934     MONUMENTED       CGS
 KG0127
 KG0127                          STATION DESCRIPTION
 KG0127
 KG0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0127'2.3 MI E FROM BLOOMINGTON.
 KG0127'2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0127'STATION AT BLOOMINGTON, OSBORNE COUNTY, 5 POLES WEST OF THE
 KG0127'FIFTEENTH POLE WEST OF MILEPOST 551, 50 FEET NORTHEAST OF A
 KG0127'ROAD CROSSING, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 KG0127'AND 4 FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 KG0127'B 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0297 ***********************************************************************
 KG0297  DESIGNATION -  B 163
 KG0297  PID         -  KG0297
 KG0297  STATE/COUNTY-  KS/ROOKS
 KG0297  USGS QUAD   -  NATOMA (1978)
 KG0297
 KG0297                         *CURRENT SURVEY CONTROL
 KG0297  ___________________________________________________________________
 KG0297* NAD 83(1986)-  39 11 28.     (N)    099 02 55.     (W)     SCALED    
 KG0297* NAVD 88     -       564.949  (meters)    1853.50   (feet)  ADJUSTED  
 KG0297  ___________________________________________________________________
 KG0297  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 KG0297  DYNAMIC HT  -         564.557 (meters)    1852.22  (feet)  COMP
 KG0297  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 KG0297
 KG0297  VERT ORDER  -  SECOND    CLASS 0
 KG0297
 KG0297.The horizontal coordinates were scaled from a topographic map and have
 KG0297.an estimated accuracy of +/- 6 seconds.
 KG0297
 KG0297.The orthometric height was determined by differential leveling
 KG0297.and adjusted by the National Geodetic Survey in June 1991..
 KG0297
 KG0297.The geoid height was determined by GEOID03.
 KG0297
 KG0297.The dynamic height is computed by dividing the NAVD 88
 KG0297.geopotential number by the normal gravity value computed on the
 KG0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0297.degrees latitude (g = 980.6199 gals.).
 KG0297
 KG0297.The modeled gravity was interpolated from observed gravity values.
 KG0297
 KG0297;                    North         East    Units  Estimated Accuracy
 KG0297;SPC KS N     -    95,750.      309,410.      MT  (+/- 180 meters Scaled)
 KG0297
 KG0297                          SUPERSEDED SURVEY CONTROL
 KG0297
 KG0297  NGVD 29 (??/??/92)  564.724  (m)         1852.77   (f) ADJ UNCH    2 0
 KG0297
 KG0297.Superseded values are not recommended for survey control.
 KG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0297.See file dsdata.txt to determine how the superseded data were derived.
 KG0297
 KG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ958379(NAD 83)
 KG0297_MARKER: DR = REFERENCE MARK DISK
 KG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0297_STAMPING: B 163 1934
 KG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0297+STABILITY: SURFACE MOTION
 KG0297
 KG0297  HISTORY     - Date     Condition        Report By
 KG0297  HISTORY     - 1934     MONUMENTED       CGS
 KG0297  HISTORY     - 1951     GOOD             NGS
 KG0297  HISTORY     - 1975     POOR             USGS
 KG0297
 KG0297                          STATION DESCRIPTION
 KG0297
 KG0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0297'1.6 MI W FROM NATOMA.
 KG0297'IN ROOKS COUNTY, 1.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD
 KG0297'FROM THE STATION AT NATOMA, OSBORNE COUNTY, 100 FEET WEST OF A
 KG0297'ROAD CROSSING, 90 FEET WEST OF THE ROOKS-OSBORNE COUNTY LINE,
 KG0297'AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 KG0297'DISK, STAMPED B 163 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KG0297
 KG0297                          STATION RECOVERY (1951)
 KG0297
 KG0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KG0297'RECOVERED IN GOOD CONDITION.
 KG0297
 KG0297                          STATION RECOVERY (1975)
 KG0297
 KG0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KG0297'123 FT WEST AND 47 FT SOUTH OF CROSSING NOTE-- THIS MARK COULD
 KG0297'POSSIBLY BE DISTURBED AS THE CONCRETE WAS CHIPPED AND MARK WAS QUITE
 KG0297'FURTHER AWAY FROM RAILROAD THAN ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0159 ***********************************************************************
 KG0159  DESIGNATION -  B 165
 KG0159  PID         -  KG0159
 KG0159  STATE/COUNTY-  KS/RUSSELL
 KG0159  USGS QUAD   -  WALDO (1978)
 KG0159
 KG0159                         *CURRENT SURVEY CONTROL
 KG0159  ___________________________________________________________________
 KG0159* NAD 83(1986)-  39 05 22.     (N)    098 47 55.     (W)     SCALED    
 KG0159* NAVD 88     -       527.323  (meters)    1730.06   (feet)  ADJUSTED  
 KG0159  ___________________________________________________________________
 KG0159  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 KG0159  DYNAMIC HT  -         526.959 (meters)    1728.86  (feet)  COMP
 KG0159  MODELED GRAV-     979,920.1   (mgal)                       NAVD 88
 KG0159
 KG0159  VERT ORDER  -  SECOND    CLASS 0
 KG0159
 KG0159.The horizontal coordinates were scaled from a topographic map and have
 KG0159.an estimated accuracy of +/- 6 seconds.
 KG0159
 KG0159.The orthometric height was determined by differential leveling
 KG0159.and adjusted by the National Geodetic Survey in June 1991..
 KG0159
 KG0159.The geoid height was determined by GEOID03.
 KG0159
 KG0159.The dynamic height is computed by dividing the NAVD 88
 KG0159.geopotential number by the normal gravity value computed on the
 KG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0159.degrees latitude (g = 980.6199 gals.).
 KG0159
 KG0159.The modeled gravity was interpolated from observed gravity values.
 KG0159
 KG0159;                    North         East    Units  Estimated Accuracy
 KG0159;SPC KS N     -    84,240.      330,910.      MT  (+/- 180 meters Scaled)
 KG0159
 KG0159                          SUPERSEDED SURVEY CONTROL
 KG0159
 KG0159  NGVD 29 (??/??/92)  527.122  (m)         1729.40   (f) ADJ UNCH    2 0
 KG0159
 KG0159.Superseded values are not recommended for survey control.
 KG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0159.See file dsdata.txt to determine how the superseded data were derived.
 KG0159
 KG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ174267(NAD 83)
 KG0159_MARKER: DB = BENCH MARK DISK
 KG0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0159_STAMPING: B 165 1934
 KG0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0159+STABILITY: SURFACE MOTION
 KG0159
 KG0159  HISTORY     - Date     Condition        Report By
 KG0159  HISTORY     - 1934     MONUMENTED       CGS
 KG0159
 KG0159                          STATION DESCRIPTION
 KG0159
 KG0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0159'2 MI S FROM WALDO.
 KG0159'2.0 MILES SOUTH OF UNION PACIFIC STATION AT WALDO ABOUT 300 FEET
 KG0159'NORTH OF A CROSS ROAD, 80 FEET SOUTH OF A SMALL CULVERT, AT THE
 KG0159'FOOT OF THE NORTH SIDE OF A HILL, 25 FEET EAST OF CENTERLINE OF
 KG0159'STATE HIGHWAY 8 IN RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0077 ***********************************************************************
 KG0077  DESIGNATION -  B 166
 KG0077  PID         -  KG0077
 KG0077  STATE/COUNTY-  KS/MITCHELL
 KG0077  USGS QUAD   -  SOLOMON RAPIDS (1953)
 KG0077
 KG0077                         *CURRENT SURVEY CONTROL
 KG0077  ___________________________________________________________________
 KG0077* NAD 83(1986)-  39 28 46.     (N)    098 13 26.     (W)     SCALED    
 KG0077* NAVD 88     -       427.674  (meters)    1403.13   (feet)  ADJUSTED  
 KG0077  ___________________________________________________________________
 KG0077  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 KG0077  DYNAMIC HT  -         427.406 (meters)    1402.25  (feet)  COMP
 KG0077  MODELED GRAV-     979,986.7   (mgal)                       NAVD 88
 KG0077
 KG0077  VERT ORDER  -  SECOND    CLASS 0
 KG0077
 KG0077.The horizontal coordinates were scaled from a topographic map and have
 KG0077.an estimated accuracy of +/- 6 seconds.
 KG0077
 KG0077.The orthometric height was determined by differential leveling
 KG0077.and adjusted by the National Geodetic Survey in June 1991..
 KG0077
 KG0077.The geoid height was determined by GEOID03.
 KG0077
 KG0077.The dynamic height is computed by dividing the NAVD 88
 KG0077.geopotential number by the normal gravity value computed on the
 KG0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0077.degrees latitude (g = 980.6199 gals.).
 KG0077
 KG0077.The modeled gravity was interpolated from observed gravity values.
 KG0077
 KG0077;                    North         East    Units  Estimated Accuracy
 KG0077;SPC KS N     -   127,260.      380,740.      MT  (+/- 180 meters Scaled)
 KG0077
 KG0077                          SUPERSEDED SURVEY CONTROL
 KG0077
 KG0077  NGVD 29 (??/??/92)  427.512  (m)         1402.60   (f) ADJ UNCH    2 0
 KG0077
 KG0077.Superseded values are not recommended for survey control.
 KG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0077.See file dsdata.txt to determine how the superseded data were derived.
 KG0077
 KG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ667702(NAD 83)
 KG0077_MARKER: DB = BENCH MARK DISK
 KG0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0077_STAMPING: B 166 1934
 KG0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0077+STABILITY: SURFACE MOTION
 KG0077
 KG0077  HISTORY     - Date     Condition        Report By
 KG0077  HISTORY     - 1934     MONUMENTED       CGS
 KG0077  HISTORY     - 1949     GOOD             NGS
 KG0077
 KG0077                          STATION DESCRIPTION
 KG0077
 KG0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KG0077'1.7 MI W FROM SOLOMON RAPIDS.
 KG0077'1.7 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0077'STATION AT SOLOMON RAPIDS, MITCHELL COUNTY, 1/4 MILE EAST OF A
 KG0077'ROAD CROSSING, 2 FEET NORTHWEST OF MILEPOST 521, AND 40 FEET
 KG0077'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KG0077'B 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0481 ***********************************************************************
 KF0481  DESIGNATION -  B 167
 KF0481  PID         -  KF0481
 KF0481  STATE/COUNTY-  KS/OTTAWA
 KF0481  USGS QUAD   -  MINNEAPOLIS SOUTH (1980)
 KF0481
 KF0481                         *CURRENT SURVEY CONTROL
 KF0481  ___________________________________________________________________
 KF0481* NAD 83(1986)-  39 05 37.     (N)    097 40 42.     (W)     SCALED    
 KF0481* NAVD 88     -       378.667  (meters)    1242.34   (feet)  ADJUSTED  
 KF0481  ___________________________________________________________________
 KF0481  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 KF0481  DYNAMIC HT  -         378.421 (meters)    1241.54  (feet)  COMP
 KF0481  MODELED GRAV-     979,967.4   (mgal)                       NAVD 88
 KF0481
 KF0481  VERT ORDER  -  SECOND    CLASS 0
 KF0481
 KF0481.The horizontal coordinates were scaled from a topographic map and have
 KF0481.an estimated accuracy of +/- 6 seconds.
 KF0481
 KF0481.The orthometric height was determined by differential leveling
 KF0481.and adjusted by the National Geodetic Survey in June 1991..
 KF0481
 KF0481.The geoid height was determined by GEOID03.
 KF0481
 KF0481.The dynamic height is computed by dividing the NAVD 88
 KF0481.geopotential number by the normal gravity value computed on the
 KF0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0481.degrees latitude (g = 980.6199 gals.).
 KF0481
 KF0481.The modeled gravity was interpolated from observed gravity values.
 KF0481
 KF0481;                    North         East    Units  Estimated Accuracy
 KF0481;SPC KS N     -    84,450.      427,830.      MT  (+/- 180 meters Scaled)
 KF0481
 KF0481                          SUPERSEDED SURVEY CONTROL
 KF0481
 KF0481  NGVD 29 (??/??/92)  378.557  (m)         1241.98   (f) ADJ UNCH    2 0
 KF0481
 KF0481.Superseded values are not recommended for survey control.
 KF0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0481.See file dsdata.txt to determine how the superseded data were derived.
 KF0481
 KF0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ142279(NAD 83)
 KF0481_MARKER: DB = BENCH MARK DISK
 KF0481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0481_SP_SET: CONCRETE CULVERT WINGWALL
 KF0481_STAMPING: B 167 1934
 KF0481_MARK LOGO: CGS   
 KF0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0481+STABILITY: SURFACE MOTION
 KF0481
 KF0481  HISTORY     - Date     Condition        Report By
 KF0481  HISTORY     - 1934     MONUMENTED       CGS
 KF0481  HISTORY     - 1960     GOOD             NGS
 KF0481  HISTORY     - 19850301 GOOD             KSDT
 KF0481  HISTORY     - 1989     GOOD             USPSQD
 KF0481
 KF0481                          STATION DESCRIPTION
 KF0481
 KF0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KF0481'2.4 MI SE FROM MINNEAPOLIS.
 KF0481'2.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0481'STATION AT MINNEAPOLIS, OTTAWA COUNTY, 150 FEET WEST OF THE
 KF0481'STATION AT LINDSEY, 2 POLES SOUTHEAST OF MILEPOST 21, AT THE
 KF0481'CROSSING OF U.S. HIGHWAY 81, 55 FEET SOUTH OF THE CENTERLINE OF
 KF0481'THE MAIN TRACK, 15 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 81,
 KF0481'AT A CONCRETE CULVERT, AND IN THE TOP OF THE NORTHEAST WINGWALL.
 KF0481'A STANDARD DISK, STAMPED B 167 1934.
 KF0481
 KF0481                          STATION RECOVERY (1985)
 KF0481
 KF0481'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1985 (DRL)
 KF0481'RECOVERED AS DESCRIBED.
 KF0481
 KF0481                          STATION RECOVERY (1989)
 KF0481
 KF0481'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRL)
 KF0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0090 ***********************************************************************
 KG0090  DESIGNATION -  B 168
 KG0090  PID         -  KG0090
 KG0090  STATE/COUNTY-  KS/LINCOLN
 KG0090  USGS QUAD   -  VESPER (1962)
 KG0090
 KG0090                         *CURRENT SURVEY CONTROL
 KG0090  ___________________________________________________________________
 KG0090* NAD 83(1986)-  39 00 48.     (N)    098 21 18.     (W)     SCALED    
 KG0090* NAVD 88     -       432.643  (meters)    1419.43   (feet)  ADJUSTED  
 KG0090  ___________________________________________________________________
 KG0090  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 KG0090  DYNAMIC HT  -         432.348 (meters)    1418.46  (feet)  COMP
 KG0090  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 KG0090
 KG0090  VERT ORDER  -  SECOND    CLASS 0
 KG0090
 KG0090.The horizontal coordinates were scaled from a topographic map and have
 KG0090.an estimated accuracy of +/- 6 seconds.
 KG0090
 KG0090.The orthometric height was determined by differential leveling
 KG0090.and adjusted by the National Geodetic Survey in June 1991..
 KG0090
 KG0090.The geoid height was determined by GEOID03.
 KG0090
 KG0090.The dynamic height is computed by dividing the NAVD 88
 KG0090.geopotential number by the normal gravity value computed on the
 KG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0090.degrees latitude (g = 980.6199 gals.).
 KG0090
 KG0090.The modeled gravity was interpolated from observed gravity values.
 KG0090
 KG0090;                    North         East    Units  Estimated Accuracy
 KG0090;SPC KS N     -    75,550.      369,260.      MT  (+/- 180 meters Scaled)
 KG0090
 KG0090                          SUPERSEDED SURVEY CONTROL
 KG0090
 KG0090  NGVD 29 (??/??/92)  432.481  (m)         1418.90   (f) ADJ UNCH    2 0
 KG0090
 KG0090.Superseded values are not recommended for survey control.
 KG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0090.See file dsdata.txt to determine how the superseded data were derived.
 KG0090
 KG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ558184(NAD 83)
 KG0090_MARKER: DB = BENCH MARK DISK
 KG0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0090_STAMPING: B 168 1934
 KG0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0090+STABILITY: SURFACE MOTION
 KG0090
 KG0090  HISTORY     - Date     Condition        Report By
 KG0090  HISTORY     - 1934     MONUMENTED       CGS
 KG0090  HISTORY     - 20050126 MARK NOT FOUND   SKW
 KG0090
 KG0090                          STATION DESCRIPTION
 KG0090
 KG0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0090'2.1 MI E FROM SYLVAN GROVE.
 KG0090'2.1 MILES EAST ALONG THE UNION PACIFIC RIALROAD FROM THE STATION
 KG0090'AT SYLVAN GROVE, LINCOLN COUNTY, 4-1/2 POLES EAST OF MILEPOST
 KG0090'45, AT A ROAD CROSSING, 25 FEET EAST OF THE ROAD, 50 FEET NORTH
 KG0090'OF THE CENTERLINE OF THE TRACK, AND IN A FENCE CORNER.  A STANDARD
 KG0090'DISK, STAMPED B 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KG0090
 KG0090                          STATION RECOVERY (2005)
 KG0090
 KG0090'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 KG0090'LOCATION APPEARS TO BE UNDER A LARGE PILE OF SPOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0063 ***********************************************************************
 KG0063  DESIGNATION -  B 169
 KG0063  PID         -  KG0063
 KG0063  STATE/COUNTY-  KS/LINCOLN
 KG0063  USGS QUAD   -  LINCOLN (1962)
 KG0063
 KG0063                         *CURRENT SURVEY CONTROL
 KG0063  ___________________________________________________________________
 KG0063* NAD 83(1986)-  39 06 50.     (N)    098 09 01.     (W)     SCALED    
 KG0063* NAVD 88     -       485.880  (meters)    1594.09   (feet)  ADJUSTED  
 KG0063  ___________________________________________________________________
 KG0063  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 KG0063  DYNAMIC HT  -         485.547 (meters)    1593.00  (feet)  COMP
 KG0063  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 KG0063
 KG0063  VERT ORDER  -  SECOND    CLASS 0
 KG0063
 KG0063.The horizontal coordinates were scaled from a topographic map and have
 KG0063.an estimated accuracy of +/- 6 seconds.
 KG0063
 KG0063.The orthometric height was determined by differential leveling
 KG0063.and adjusted by the National Geodetic Survey in June 1991..
 KG0063
 KG0063.The geoid height was determined by GEOID03.
 KG0063
 KG0063.The dynamic height is computed by dividing the NAVD 88
 KG0063.geopotential number by the normal gravity value computed on the
 KG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0063.degrees latitude (g = 980.6199 gals.).
 KG0063
 KG0063.The modeled gravity was interpolated from observed gravity values.
 KG0063
 KG0063;                    North         East    Units  Estimated Accuracy
 KG0063;SPC KS N     -    86,660.      387,000.      MT  (+/- 180 meters Scaled)
 KG0063
 KG0063                          SUPERSEDED SURVEY CONTROL
 KG0063
 KG0063  NGVD 29 (??/??/92)  485.721  (m)         1593.57   (f) ADJ UNCH    2 0
 KG0063
 KG0063.Superseded values are not recommended for survey control.
 KG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0063.See file dsdata.txt to determine how the superseded data were derived.
 KG0063
 KG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ734297(NAD 83)
 KG0063_MARKER: DB = BENCH MARK DISK
 KG0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0063_STAMPING: B 169 1934
 KG0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0063+STABILITY: SURFACE MOTION
 KG0063
 KG0063  HISTORY     - Date     Condition        Report By
 KG0063  HISTORY     - 1934     MONUMENTED       CGS
 KG0063  HISTORY     - 20050126 MARK NOT FOUND   SKW
 KG0063
 KG0063                          STATION DESCRIPTION
 KG0063
 KG0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0063'5.6 MI N FROM LINCOLN.
 KG0063'5.6 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE COUNTY COURTHOUSE
 KG0063'AT LINCOLN, LINCOLN COUNTY, 250 FEET NORTH OF A CONCRETE CULVERT,
 KG0063'225 FEET WEST OF A SMALL STAND OF TREES IN A SMALL GULLY, 25
 KG0063'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND IN THE
 KG0063'RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED B 169 1934
 KG0063'AND SET IN THE TOP OF A CONCRETE POST.
 KG0063
 KG0063                          STATION RECOVERY (2005)
 KG0063
 KG0063'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 KG0063'THE HIGHWAY HAS BEEN WIDENED.  THE LOCATION OF THE MONUMENT APPEARS TO
 KG0063'FALL IN THE HIGHWAY DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0544 ***********************************************************************
 HE0544  DESIGNATION -  B 17
 HE0544  PID         -  HE0544
 HE0544  STATE/COUNTY-  KS/MONTGOMERY
 HE0544  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0544
 HE0544                         *CURRENT SURVEY CONTROL
 HE0544  ___________________________________________________________________
 HE0544* NAD 83(1986)-  37 02 15.     (N)    095 36 59.     (W)     SCALED    
 HE0544* NAVD 88     -       224.373  (meters)     736.13   (feet)  ADJUSTED  
 HE0544  ___________________________________________________________________
 HE0544  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE0544  DYNAMIC HT  -         224.196 (meters)     735.55  (feet)  COMP
 HE0544  MODELED GRAV-     979,834.6   (mgal)                       NAVD 88
 HE0544
 HE0544  VERT ORDER  -  FIRST     CLASS II
 HE0544
 HE0544.The horizontal coordinates were scaled from a topographic map and have
 HE0544.an estimated accuracy of +/- 6 seconds.
 HE0544
 HE0544.The orthometric height was determined by differential leveling
 HE0544.and adjusted by the National Geodetic Survey in June 1991..
 HE0544
 HE0544.The geoid height was determined by GEOID03.
 HE0544
 HE0544.The dynamic height is computed by dividing the NAVD 88
 HE0544.geopotential number by the normal gravity value computed on the
 HE0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0544.degrees latitude (g = 980.6199 gals.).
 HE0544
 HE0544.The modeled gravity was interpolated from observed gravity values.
 HE0544
 HE0544;                    North         East    Units  Estimated Accuracy
 HE0544;SPC KS S     -   445,130.      656,520.      MT  (+/- 180 meters Scaled)
 HE0544
 HE0544                          SUPERSEDED SURVEY CONTROL
 HE0544
 HE0544  NGVD 29 (??/??/92)  224.235  (m)          735.68   (f) ADJ UNCH    1 2
 HE0544
 HE0544.Superseded values are not recommended for survey control.
 HE0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0544.See file dsdata.txt to determine how the superseded data were derived.
 HE0544
 HE0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB672022(NAD 83)
 HE0544_MARKER: DB = BENCH MARK DISK
 HE0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0544_STAMPING: B-17-1933
 HE0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0544+STABILITY: SURFACE MOTION
 HE0544
 HE0544  HISTORY     - Date     Condition        Report By
 HE0544  HISTORY     - 1933     MONUMENTED       CGS
 HE0544  HISTORY     - 1951     GOOD             NGS
 HE0544  HISTORY     - 1980     GOOD             NGS
 HE0544  HISTORY     - 1980     GOOD             NGS
 HE0544  HISTORY     - 19910718 GOOD             USPSQD
 HE0544  HISTORY     - 20051231 GOOD             GEOCAC
 HE0544
 HE0544                          STATION DESCRIPTION
 HE0544
 HE0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0544'IN COFFEYVILLE.
 HE0544'IN SOUTHWEST CORNER OF YARD OF THE MUNICIPAL BLDG. AND COURT
 HE0544'HOUSE, 27 FT. SOUTHWEST OF BLDG., 3 FT. NORTH OF CURB ON NORTH
 HE0544'SIDE OF WALK ON W. SEVENTH ST.
 HE0544
 HE0544                          STATION RECOVERY (1951)
 HE0544
 HE0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 HE0544'RECOVERED IN GOOD CONDITION.
 HE0544
 HE0544                          STATION RECOVERY (1980)
 HE0544
 HE0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0544'RECOVERED IN GOOD CONDITION.
 HE0544
 HE0544                          STATION RECOVERY (1980)
 HE0544
 HE0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0544'RECOVERED IN GOOD CONDITION.
 HE0544
 HE0544                          STATION RECOVERY (1991)
 HE0544
 HE0544'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 HE0544'RECOVERED IN GOOD CONDITION.
 HE0544
 HE0544                          STATION RECOVERY (2005)
 HE0544
 HE0544'RECOVERY NOTE BY GEOCACHING 2005 (RCB)
 HE0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0186 ***********************************************************************
 KG0186  DESIGNATION -  B 170 RESET
 KG0186  PID         -  KG0186
 KG0186  STATE/COUNTY-  KS/SMITH
 KG0186  USGS QUAD   -  BACHELORS RUN (1973)
 KG0186
 KG0186                         *CURRENT SURVEY CONTROL
 KG0186  ___________________________________________________________________
 KG0186* NAD 83(1986)-  39 56 02.     (N)    098 56 10.     (W)     SCALED    
 KG0186* NAVD 88     -       592.35   (meters)    1943.4    (feet)  RESET     
 KG0186  ___________________________________________________________________
 KG0186  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 KG0186
 KG0186  VERT ORDER  -  THIRD
 KG0186
 KG0186.The horizontal coordinates were scaled from a topographic map and have
 KG0186.an estimated accuracy of +/- 6 seconds.
 KG0186
 KG0186.The orthometric height was computed from unverified reset data.
 KG0186
 KG0186.The geoid height was determined by GEOID03.
 KG0186
 KG0186;                    North         East    Units  Estimated Accuracy
 KG0186;SPC KS N     -   178,100.      319,980.      MT  (+/- 180 meters Scaled)
 KG0186
 KG0186                          SUPERSEDED SURVEY CONTROL
 KG0186
 KG0186.No superseded survey control is available for this station.
 KG0186
 KG0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK054204(NAD 83)
 KG0186_MARKER: DB = BENCH MARK DISK
 KG0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0186_STAMPING: B 170 RESET 1947
 KG0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0186+STABILITY: SURFACE MOTION
 KG0186
 KG0186  HISTORY     - Date     Condition        Report By
 KG0186  HISTORY     - 1947     MONUMENTED       CGS
 KG0186  HISTORY     - 1947     GOOD             NGS
 KG0186
 KG0186                          STATION DESCRIPTION
 KG0186
 KG0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KG0186'11 MI S FROM FRANKLIN.
 KG0186'IN SMITH COUNTY, KANSAS, ABOUT 11.0 MILES SOUTH ALONG NEBRASKA
 KG0186'STATE HIGHWAY 10 AND KANSAS STATE HIGHWAY 8 FROM THE CHICAGO,
 KG0186'BURLINGTON AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN
 KG0186'COUNTY, NEBRASKA, 1435 FEET NORTH AND 72.3 FEET WEST OF THE
 KG0186'NORTHEAST CORNER OF SEC. 31, T. 1 S., R. 14 W., 75.6 FEET
 KG0186'SOUTHWEST OF THE SOUTHEAST CORNER OF A 10-BY-10 FOOT CULVERT, IN
 KG0186'A NORTH-AND SOUTH FENCE LINE, AND 6.7 FEET SOUTH OF A CORNER GATE
 KG0186'POST.  A STANDARD DISK, STAMPED B170 RESET 1947 AND SET IN THE TIP
 KG0186'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0018 ***********************************************************************
 KG0018  DESIGNATION -  B 171
 KG0018  PID         -  KG0018
 KG0018  STATE/COUNTY-  KS/JEWELL
 KG0018  USGS QUAD   -  MANKATO (1969)
 KG0018
 KG0018                         *CURRENT SURVEY CONTROL
 KG0018  ___________________________________________________________________
 KG0018* NAD 83(1986)-  39 48 13.     (N)    098 13 59.     (W)     SCALED    
 KG0018* NAVD 88     -       561.551  (meters)    1842.36   (feet)  ADJUSTED  
 KG0018  ___________________________________________________________________
 KG0018  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 KG0018  DYNAMIC HT  -         561.203 (meters)    1841.21  (feet)  COMP
 KG0018  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 KG0018
 KG0018  VERT ORDER  -  SECOND    CLASS 0
 KG0018
 KG0018.The horizontal coordinates were scaled from a topographic map and have
 KG0018.an estimated accuracy of +/- 6 seconds.
 KG0018
 KG0018.The orthometric height was determined by differential leveling
 KG0018.and adjusted by the National Geodetic Survey in June 1991..
 KG0018
 KG0018.The geoid height was determined by GEOID03.
 KG0018
 KG0018.The dynamic height is computed by dividing the NAVD 88
 KG0018.geopotential number by the normal gravity value computed on the
 KG0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0018.degrees latitude (g = 980.6199 gals.).
 KG0018
 KG0018.The modeled gravity was interpolated from observed gravity values.
 KG0018
 KG0018;                    North         East    Units  Estimated Accuracy
 KG0018;SPC KS N     -   163,250.      380,040.      MT  (+/- 180 meters Scaled)
 KG0018
 KG0018                          SUPERSEDED SURVEY CONTROL
 KG0018
 KG0018  NGVD 29 (??/??/92)  561.350  (m)         1841.70   (f) ADJ UNCH    2 0
 KG0018
 KG0018.Superseded values are not recommended for survey control.
 KG0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0018.See file dsdata.txt to determine how the superseded data were derived.
 KG0018
 KG0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK656062(NAD 83)
 KG0018_MARKER: DB = BENCH MARK DISK
 KG0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0018_SP_SET: OVERPASS
 KG0018_STAMPING: B 171 1934
 KG0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0018
 KG0018  HISTORY     - Date     Condition        Report By
 KG0018  HISTORY     - 1934     MONUMENTED       CGS
 KG0018  HISTORY     - 1958     GOOD             NGS
 KG0018
 KG0018                          STATION DESCRIPTION
 KG0018
 KG0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0018'1.9 MI NW FROM MANKATO.
 KG0018'1.9 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KG0018'THE STATION AT MANKATO, JEWELL COUNTY, AT POLE 523+15, AT A
 KG0018'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY OVERPASS, (TRESTLE
 KG0018'2234), IN THE TOP OF THE NORTHWEST CONCRETE ABUTMENT, AND 7
 KG0018'FEET SOUTHWEST OF THE CENTER LINE OF THE C.R.I. AND P.RY.
 KG0018'TRACK.  A STANDARD DISK, STAMPED B 171 1934.
 KG0018
 KG0018                          STATION RECOVERY (1958)
 KG0018
 KG0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KG0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0607 ***********************************************************************
 KF0607  DESIGNATION -  B 172
 KF0607  PID         -  KF0607
 KF0607  STATE/COUNTY-  KS/JEWELL
 KF0607  USGS QUAD   -  COURTLAND (1969)
 KF0607
 KF0607                         *CURRENT SURVEY CONTROL
 KF0607  ___________________________________________________________________
 KF0607* NAD 83(1986)-  39 46 48.     (N)    097 59 32.     (W)     SCALED    
 KF0607* NAVD 88     -       465.486  (meters)    1527.18   (feet)  ADJUSTED  
 KF0607  ___________________________________________________________________
 KF0607  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 KF0607  DYNAMIC HT  -         465.209 (meters)    1526.27  (feet)  COMP
 KF0607  MODELED GRAV-     980,016.5   (mgal)                       NAVD 88
 KF0607
 KF0607  VERT ORDER  -  SECOND    CLASS 0
 KF0607
 KF0607.The horizontal coordinates were scaled from a topographic map and have
 KF0607.an estimated accuracy of +/- 6 seconds.
 KF0607
 KF0607.The orthometric height was determined by differential leveling
 KF0607.and adjusted by the National Geodetic Survey in June 1991..
 KF0607
 KF0607.The geoid height was determined by GEOID03.
 KF0607
 KF0607.The dynamic height is computed by dividing the NAVD 88
 KF0607.geopotential number by the normal gravity value computed on the
 KF0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0607.degrees latitude (g = 980.6199 gals.).
 KF0607
 KF0607.The modeled gravity was interpolated from observed gravity values.
 KF0607
 KF0607;                    North         East    Units  Estimated Accuracy
 KF0607;SPC KS N     -   160,600.      400,670.      MT  (+/- 180 meters Scaled)
 KF0607
 KF0607                          SUPERSEDED SURVEY CONTROL
 KF0607
 KF0607  NGVD 29 (??/??/92)  465.298  (m)         1526.57   (f) ADJ UNCH    2 0
 KF0607
 KF0607.Superseded values are not recommended for survey control.
 KF0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0607.See file dsdata.txt to determine how the superseded data were derived.
 KF0607
 KF0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK863038(NAD 83)
 KF0607_MARKER: DB = BENCH MARK DISK
 KF0607_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0607_SP_SET: WATER TOWER BASE
 KF0607_STAMPING: B 172 1934
 KF0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0607
 KF0607  HISTORY     - Date     Condition        Report By
 KF0607  HISTORY     - 1934     MONUMENTED       CGS
 KF0607
 KF0607                          STATION DESCRIPTION
 KF0607
 KF0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0607'AT FORMOSO.
 KF0607'AT FORMOSO IN THE SOUTHEAST CONCRETE BASE OF CITY WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0098 ***********************************************************************
 KG0098  DESIGNATION -  B 173
 KG0098  PID         -  KG0098
 KG0098  STATE/COUNTY-  KS/LINCOLN
 KG0098  USGS QUAD   -  SHADY BEND (1963)
 KG0098
 KG0098                         *CURRENT SURVEY CONTROL
 KG0098  ___________________________________________________________________
 KG0098* NAD 83(1986)-  39 01 05.     (N)    098 01 27.     (W)     SCALED    
 KG0098* NAVD 88     -       409.886  (meters)    1344.77   (feet)  ADJUSTED  
 KG0098  ___________________________________________________________________
 KG0098  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 KG0098  DYNAMIC HT  -         409.607 (meters)    1343.85  (feet)  COMP
 KG0098  MODELED GRAV-     979,935.7   (mgal)                       NAVD 88
 KG0098
 KG0098  VERT ORDER  -  SECOND    CLASS 0
 KG0098
 KG0098.The horizontal coordinates were scaled from a topographic map and have
 KG0098.an estimated accuracy of +/- 6 seconds.
 KG0098
 KG0098.The orthometric height was determined by differential leveling
 KG0098.and adjusted by the National Geodetic Survey in June 1991..
 KG0098.WARNING-Repeat measurements at this control monument indicate possible
 KG0098.vertical movement.
 KG0098
 KG0098.The geoid height was determined by GEOID03.
 KG0098
 KG0098.The dynamic height is computed by dividing the NAVD 88
 KG0098.geopotential number by the normal gravity value computed on the
 KG0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0098.degrees latitude (g = 980.6199 gals.).
 KG0098
 KG0098.The modeled gravity was interpolated from observed gravity values.
 KG0098
 KG0098;                    North         East    Units  Estimated Accuracy
 KG0098;SPC KS N     -    76,010.      397,910.      MT  (+/- 180 meters Scaled)
 KG0098
 KG0098                          SUPERSEDED SURVEY CONTROL
 KG0098
 KG0098  NGVD 29 (??/??/92)  409.754  (m)         1344.33   (f) ADJ UNCH    2 0
 KG0098
 KG0098.Superseded values are not recommended for survey control.
 KG0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0098.See file dsdata.txt to determine how the superseded data were derived.
 KG0098
 KG0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ844192(NAD 83)
 KG0098_MARKER: DB = BENCH MARK DISK
 KG0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0098_STAMPING: B 173 1934
 KG0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0098+STABILITY: SURFACE MOTION
 KG0098
 KG0098  HISTORY     - Date     Condition        Report By
 KG0098  HISTORY     - 1934     MONUMENTED       CGS
 KG0098  HISTORY     - 1960     GOOD             NGS
 KG0098
 KG0098                          STATION DESCRIPTION
 KG0098
 KG0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KG0098'AT SHADY BEND.
 KG0098'ABOUT 150 FEET WEST FROM THE UNION PACIFIC RAILROAD STATION SIGN
 KG0098'AT SHADY BEND, AT A ROAD CROSSING, 45 FEET NORTH OF THE NORTH
 KG0098'TRACK, 15 FEET WEST OF THE CENTER LINE OF ROAD, 2.8 FEET EAST OF
 KG0098'METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 KG0098'POST PROJECTING 4-INCHES ABOVE THE GROUND AND ABOUT 1-FOOT HIGHER
 KG0098'THAN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0439 ***********************************************************************
 HE0439  DESIGNATION -  B 18
 HE0439  PID         -  HE0439
 HE0439  STATE/COUNTY-  KS/CHEROKEE
 HE0439  USGS QUAD   -  OSWEGO (1974)
 HE0439
 HE0439                         *CURRENT SURVEY CONTROL
 HE0439  ___________________________________________________________________
 HE0439* NAD 83(1986)-  37 10 04.     (N)    095 01 28.     (W)     SCALED    
 HE0439* NAVD 88     -       253.817  (meters)     832.73   (feet)  ADJUSTED  
 HE0439  ___________________________________________________________________
 HE0439  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 HE0439  DYNAMIC HT  -         253.617 (meters)     832.08  (feet)  COMP
 HE0439  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 HE0439
 HE0439  VERT ORDER  -  FIRST     CLASS II
 HE0439
 HE0439.The horizontal coordinates were scaled from a topographic map and have
 HE0439.an estimated accuracy of +/- 6 seconds.
 HE0439
 HE0439.The orthometric height was determined by differential leveling
 HE0439.and adjusted by the National Geodetic Survey in June 1991..
 HE0439
 HE0439.The geoid height was determined by GEOID03.
 HE0439
 HE0439.The dynamic height is computed by dividing the NAVD 88
 HE0439.geopotential number by the normal gravity value computed on the
 HE0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0439.degrees latitude (g = 980.6199 gals.).
 HE0439
 HE0439.The modeled gravity was interpolated from observed gravity values.
 HE0439
 HE0439;                    North         East    Units  Estimated Accuracy
 HE0439;SPC KS S     -   461,370.      708,620.      MT  (+/- 180 meters Scaled)
 HE0439
 HE0439                          SUPERSEDED SURVEY CONTROL
 HE0439
 HE0439  NGVD 29 (??/??/92)  253.706  (m)          832.37   (f) ADJ UNCH    1 2
 HE0439
 HE0439.Superseded values are not recommended for survey control.
 HE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0439.See file dsdata.txt to determine how the superseded data were derived.
 HE0439
 HE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB202154(NAD 83)
 HE0439_MARKER: DB = BENCH MARK DISK
 HE0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0439_STAMPING: B 18 1933
 HE0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0439+STABILITY: SURFACE MOTION
 HE0439
 HE0439  HISTORY     - Date     Condition        Report By
 HE0439  HISTORY     - 1933     MONUMENTED       CGS
 HE0439
 HE0439                          STATION DESCRIPTION
 HE0439
 HE0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0439'2 MI W FROM HALLOWELL.
 HE0439'ABOUT 2.0 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HE0439'FROM HALLOWELL, CHEROKEE COUNTY, ABOUT 20 FEET SOUTHEAST OF
 HE0439'MILEPOST 354, ABOUT 9 RAILS EAST OF A SMALL CULVERT, AND ABOUT
 HE0439'50 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED B 18
 HE0439'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0510 ***********************************************************************
 HG0510  DESIGNATION -  B 180
 HG0510  PID         -  HG0510
 HG0510  STATE/COUNTY-  KS/CLARK
 HG0510  USGS QUAD   -  ENGLEWOOD (1972)
 HG0510
 HG0510                         *CURRENT SURVEY CONTROL
 HG0510  ___________________________________________________________________
 HG0510* NAD 83(1986)-  37 01 48.     (N)    099 59 15.     (W)     SCALED    
 HG0510* NAVD 88     -       599.773  (meters)    1967.76   (feet)  ADJUSTED  
 HG0510  ___________________________________________________________________
 HG0510  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 HG0510  DYNAMIC HT  -         599.224 (meters)    1965.95  (feet)  COMP
 HG0510  MODELED GRAV-     979,697.4   (mgal)                       NAVD 88
 HG0510
 HG0510  VERT ORDER  -  SECOND    CLASS 0
 HG0510
 HG0510.The horizontal coordinates were scaled from a topographic map and have
 HG0510.an estimated accuracy of +/- 6 seconds.
 HG0510
 HG0510.The orthometric height was determined by differential leveling
 HG0510.and adjusted by the National Geodetic Survey in June 1991..
 HG0510
 HG0510.The geoid height was determined by GEOID03.
 HG0510
 HG0510.The dynamic height is computed by dividing the NAVD 88
 HG0510.geopotential number by the normal gravity value computed on the
 HG0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0510.degrees latitude (g = 980.6199 gals.).
 HG0510
 HG0510.The modeled gravity was interpolated from observed gravity values.
 HG0510
 HG0510;                    North         East    Units  Estimated Accuracy
 HG0510;SPC KS S     -   441,380.      267,650.      MT  (+/- 180 meters Scaled)
 HG0510
 HG0510                          SUPERSEDED SURVEY CONTROL
 HG0510
 HG0510  NGVD 29 (??/??/92)  599.481  (m)         1966.80   (f) ADJ UNCH    2 0
 HG0510
 HG0510.Superseded values are not recommended for survey control.
 HG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0510.See file dsdata.txt to determine how the superseded data were derived.
 HG0510
 HG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF121986(NAD 83)
 HG0510_MARKER: DB = BENCH MARK DISK
 HG0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0510_STAMPING: B 180 1934
 HG0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0510+STABILITY: SURFACE MOTION
 HG0510
 HG0510  HISTORY     - Date     Condition        Report By
 HG0510  HISTORY     - 1934     MONUMENTED       CGS
 HG0510
 HG0510                          STATION DESCRIPTION
 HG0510
 HG0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0510'AT ENGLEWOOD.
 HG0510'AT ENGLEWOOD, CLARK COUNTY, ON U.S. HIGHWAY 283, AT THE SOUTH
 HG0510'CITY LIMITS, 72 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HG0510'AND 30 FEET SOUTH OF THE CENTER LINE OF A SECTION-LINE ROAD.
 HG0510'A STANDARD DISK, STAMPED B 180 1934 AND SET IN THE TOP OF A
 HG0510'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0446 ***********************************************************************
 HG0446  DESIGNATION -  B 181
 HG0446  PID         -  HG0446
 HG0446  STATE/COUNTY-  KS/COMANCHE
 HG0446  USGS QUAD   -  COLDWATER (1979)
 HG0446
 HG0446                         *CURRENT SURVEY CONTROL
 HG0446  ___________________________________________________________________
 HG0446* NAD 83(1986)-  37 15 03.     (N)    099 19 41.     (W)     SCALED    
 HG0446* NAVD 88     -       631.542  (meters)    2071.98   (feet)  ADJUSTED  
 HG0446  ___________________________________________________________________
 HG0446  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 HG0446  DYNAMIC HT  -         630.980 (meters)    2070.14  (feet)  COMP
 HG0446  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 HG0446
 HG0446  VERT ORDER  -  SECOND    CLASS 0
 HG0446
 HG0446.The horizontal coordinates were scaled from a topographic map and have
 HG0446.an estimated accuracy of +/- 6 seconds.
 HG0446
 HG0446.The orthometric height was determined by differential leveling
 HG0446.and adjusted by the National Geodetic Survey in June 1991..
 HG0446
 HG0446.The geoid height was determined by GEOID03.
 HG0446
 HG0446.The dynamic height is computed by dividing the NAVD 88
 HG0446.geopotential number by the normal gravity value computed on the
 HG0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0446.degrees latitude (g = 980.6199 gals.).
 HG0446
 HG0446.The modeled gravity was interpolated from observed gravity values.
 HG0446
 HG0446;                    North         East    Units  Estimated Accuracy
 HG0446;SPC KS S     -   465,160.      326,540.      MT  (+/- 180 meters Scaled)
 HG0446
 HG0446                          SUPERSEDED SURVEY CONTROL
 HG0446
 HG0446  NGVD 29 (??/??/92)  631.263  (m)         2071.07   (f) ADJ UNCH    2 0
 HG0446
 HG0446.Superseded values are not recommended for survey control.
 HG0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0446.See file dsdata.txt to determine how the superseded data were derived.
 HG0446
 HG0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG709227(NAD 83)
 HG0446_MARKER: DB = BENCH MARK DISK
 HG0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0446_STAMPING: B-181 1934
 HG0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0446+STABILITY: SURFACE MOTION
 HG0446
 HG0446  HISTORY     - Date     Condition        Report By
 HG0446  HISTORY     - 1934     MONUMENTED       CGS
 HG0446  HISTORY     - 1973     MARK NOT FOUND   USGS
 HG0446
 HG0446                          STATION DESCRIPTION
 HG0446
 HG0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0446'1 MI S FROM COLDWATER.
 HG0446'1.0 MILES SOUTH OF COLDWATER A.T. AND SF. RR. STATION 35 FEET
 HG0446'WEST OF CENTER LINE OF U.S. HIGHWAY 160, STATE HIGHWAY 1, INSIDE
 HG0446'OF RIGHT OF WAY FENCE LINE.
 HG0446
 HG0446                          STATION RECOVERY (1973)
 HG0446
 HG0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HG0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0503 ***********************************************************************
 HG0503  DESIGNATION -  B 182
 HG0503  PID         -  HG0503
 HG0503  STATE/COUNTY-  KS/CLARK
 HG0503  USGS QUAD   -  SITKA (1979)
 HG0503
 HG0503                         *CURRENT SURVEY CONTROL
 HG0503  ___________________________________________________________________
 HG0503* NAD 83(1986)-  37 10 45.     (N)    099 41 36.     (W)     SCALED    
 HG0503* NAVD 88     -       592.662  (meters)    1944.43   (feet)  ADJUSTED  
 HG0503  ___________________________________________________________________
 HG0503  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 HG0503  DYNAMIC HT  -         592.131 (meters)    1942.68  (feet)  COMP
 HG0503  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 HG0503
 HG0503  VERT ORDER  -  SECOND    CLASS 0
 HG0503
 HG0503.The horizontal coordinates were scaled from a topographic map and have
 HG0503.an estimated accuracy of +/- 6 seconds.
 HG0503
 HG0503.The orthometric height was determined by differential leveling
 HG0503.and adjusted by the National Geodetic Survey in June 1991..
 HG0503
 HG0503.The geoid height was determined by GEOID03.
 HG0503
 HG0503.The dynamic height is computed by dividing the NAVD 88
 HG0503.geopotential number by the normal gravity value computed on the
 HG0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0503.degrees latitude (g = 980.6199 gals.).
 HG0503
 HG0503.The modeled gravity was interpolated from observed gravity values.
 HG0503
 HG0503;                    North         East    Units  Estimated Accuracy
 HG0503;SPC KS S     -   457,560.      294,030.      MT  (+/- 180 meters Scaled)
 HG0503
 HG0503                          SUPERSEDED SURVEY CONTROL
 HG0503
 HG0503  NGVD 29 (??/??/92)  592.385  (m)         1943.52   (f) ADJ UNCH    2 0
 HG0503
 HG0503.Superseded values are not recommended for survey control.
 HG0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0503.See file dsdata.txt to determine how the superseded data were derived.
 HG0503
 HG0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG384149(NAD 83)
 HG0503_MARKER: DB = BENCH MARK DISK
 HG0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0503_STAMPING: B 182 1934
 HG0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0503+STABILITY: SURFACE MOTION
 HG0503
 HG0503  HISTORY     - Date     Condition        Report By
 HG0503  HISTORY     - 1934     MONUMENTED       CGS
 HG0503
 HG0503                          STATION DESCRIPTION
 HG0503
 HG0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0503'2.1 MI W FROM SITKA.
 HG0503'2.1 MILES WEST OF SITKA A.T. AND S.F. RR STATION 55 FEET SOUTH
 HG0503'OF THE NEAREST RAIL OF THE ATCHISON TOPEKA AND SANTA FE. RAILROAD
 HG0503'TRACK, 25 FEET SOUTHEAST OF THE 11TH POLE EAST OF MILEPOST 147.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0240 ***********************************************************************
 HG0240  DESIGNATION -  B 183
 HG0240  PID         -  HG0240
 HG0240  STATE/COUNTY-  KS/BARBER
 HG0240  USGS QUAD   -  SUN CITY (1968)
 HG0240
 HG0240                         *CURRENT SURVEY CONTROL
 HG0240  ___________________________________________________________________
 HG0240* NAD 83(1986)-  37 25 06.     (N)    098 59 43.     (W)     SCALED    
 HG0240* NAVD 88     -       533.287  (meters)    1749.63   (feet)  ADJUSTED  
 HG0240  ___________________________________________________________________
 HG0240  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 HG0240  DYNAMIC HT  -         532.828 (meters)    1748.12  (feet)  COMP
 HG0240  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 HG0240
 HG0240  VERT ORDER  -  SECOND    CLASS 0
 HG0240
 HG0240.The horizontal coordinates were scaled from a topographic map and have
 HG0240.an estimated accuracy of +/- 6 seconds.
 HG0240
 HG0240.The orthometric height was determined by differential leveling
 HG0240.and adjusted by the National Geodetic Survey in June 1991..
 HG0240
 HG0240.The geoid height was determined by GEOID03.
 HG0240
 HG0240.The dynamic height is computed by dividing the NAVD 88
 HG0240.geopotential number by the normal gravity value computed on the
 HG0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0240.degrees latitude (g = 980.6199 gals.).
 HG0240
 HG0240.The modeled gravity was interpolated from observed gravity values.
 HG0240
 HG0240;                    North         East    Units  Estimated Accuracy
 HG0240;SPC KS S     -   483,540.      356,160.      MT  (+/- 180 meters Scaled)
 HG0240
 HG0240                          SUPERSEDED SURVEY CONTROL
 HG0240
 HG0240  NGVD 29 (??/??/92)  533.045  (m)         1748.83   (f) ADJ UNCH    2 0
 HG0240
 HG0240.Superseded values are not recommended for survey control.
 HG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0240.See file dsdata.txt to determine how the superseded data were derived.
 HG0240
 HG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG004412(NAD 83)
 HG0240_MARKER: DB = BENCH MARK DISK
 HG0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0240_STAMPING: B 183 1934
 HG0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0240+STABILITY: SURFACE MOTION
 HG0240
 HG0240  HISTORY     - Date     Condition        Report By
 HG0240  HISTORY     - 1934     MONUMENTED       CGS
 HG0240  HISTORY     - 1940     GOOD             NGS
 HG0240
 HG0240                          STATION DESCRIPTION
 HG0240
 HG0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0240'5.3 MI NW FROM SUN CITY.
 HG0240'5.3 MILES NORTHWEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0240'TOPEKA, AND SANTA FE RR.  0.2 MILE EAST OF MILE POST NO. 45.
 HG0240'0.2 MILE EAST OF KLING SIDING STATION.  72 FEET NORTH OF
 HG0240'DISTRICT SCHOOL HOUSE.  42 FEET SOUTH OF NEAREST RAIL.  24 FEET
 HG0240'WEST OF GATE THROUGH WHICH A ROAD PASSES OVER TRACK AND INTO
 HG0240'SCHOOL YARD.  3.0 FEET WEST OF 4X4 INCH WOODEN POST PAINTED
 HG0240'WHITE PROJECTING 2.0 FEET.  STD. DISK BM IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0279 ***********************************************************************
 HG0279  DESIGNATION -  B 184
 HG0279  PID         -  HG0279
 HG0279  STATE/COUNTY-  KS/BARBER
 HG0279  USGS QUAD   -  STUBBS (1973)
 HG0279
 HG0279                         *CURRENT SURVEY CONTROL
 HG0279  ___________________________________________________________________
 HG0279* NAD 83(1986)-  37 02 47.     (N)    098 31 51.     (W)     SCALED    
 HG0279* NAVD 88     -       429.846  (meters)    1410.25   (feet)  ADJUSTED  
 HG0279  ___________________________________________________________________
 HG0279  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HG0279  DYNAMIC HT  -         429.477 (meters)    1409.04  (feet)  COMP
 HG0279  MODELED GRAV-     979,758.0   (mgal)                       NAVD 88
 HG0279
 HG0279  VERT ORDER  -  SECOND    CLASS 0
 HG0279
 HG0279.The horizontal coordinates were scaled from a topographic map and have
 HG0279.an estimated accuracy of +/- 6 seconds.
 HG0279
 HG0279.The orthometric height was determined by differential leveling
 HG0279.and adjusted by the National Geodetic Survey in June 1991..
 HG0279
 HG0279.The geoid height was determined by GEOID03.
 HG0279
 HG0279.The dynamic height is computed by dividing the NAVD 88
 HG0279.geopotential number by the normal gravity value computed on the
 HG0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0279.degrees latitude (g = 980.6199 gals.).
 HG0279
 HG0279.The modeled gravity was interpolated from observed gravity values.
 HG0279
 HG0279;                    North         East    Units  Estimated Accuracy
 HG0279;SPC KS S     -   442,150.      397,260.      MT  (+/- 180 meters Scaled)
 HG0279
 HG0279                          SUPERSEDED SURVEY CONTROL
 HG0279
 HG0279  NGVD 29 (??/??/92)  429.660  (m)         1409.64   (f) ADJ UNCH    2 0
 HG0279
 HG0279.Superseded values are not recommended for survey control.
 HG0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0279.See file dsdata.txt to determine how the superseded data were derived.
 HG0279
 HG0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG417001(NAD 83)
 HG0279_MARKER: DB = BENCH MARK DISK
 HG0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0279_STAMPING: B 184 1934
 HG0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0279+STABILITY: SURFACE MOTION
 HG0279
 HG0279  HISTORY     - Date     Condition        Report By
 HG0279  HISTORY     - 1934     MONUMENTED       CGS
 HG0279
 HG0279                          STATION DESCRIPTION
 HG0279
 HG0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0279'4.2 MI NW FROM KIOWA.
 HG0279'4.2 MILES NORTHWEST OF KIOWA A.T. AND S.F. STATION, 30 FEET EAST
 HG0279'OF THE CENTERLINE OF KANSAS STATE HIGHWAY 8 AND 2 FEET WEST OF
 HG0279'THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0288 ***********************************************************************
 JH0288  DESIGNATION -  B 19
 JH0288  PID         -  JH0288
 JH0288  STATE/COUNTY-  KS/HAMILTON
 JH0288  USGS QUAD   -  PLUM CREEK NORTH (1966)
 JH0288
 JH0288                         *CURRENT SURVEY CONTROL
 JH0288  ___________________________________________________________________
 JH0288* NAD 83(1986)-  38 12 14.     (N)    101 45 45.     (W)     SCALED    
 JH0288* NAVD 88     -      1096.195  (meters)    3596.43   (feet)  ADJUSTED  
 JH0288  ___________________________________________________________________
 JH0288  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 JH0288  DYNAMIC HT  -        1095.181 (meters)    3593.11  (feet)  COMP
 JH0288  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 JH0288
 JH0288  VERT ORDER  -  SECOND    CLASS 0
 JH0288
 JH0288.The horizontal coordinates were scaled from a topographic map and have
 JH0288.an estimated accuracy of +/- 6 seconds.
 JH0288
 JH0288.The orthometric height was determined by differential leveling
 JH0288.and adjusted by the National Geodetic Survey in June 1991..
 JH0288
 JH0288.The geoid height was determined by GEOID03.
 JH0288
 JH0288.The dynamic height is computed by dividing the NAVD 88
 JH0288.geopotential number by the normal gravity value computed on the
 JH0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0288.degrees latitude (g = 980.6199 gals.).
 JH0288
 JH0288.The modeled gravity was interpolated from observed gravity values.
 JH0288
 JH0288;                    North         East    Units  Estimated Accuracy
 JH0288;SPC KS S     -   575,610.      114,320.      MT  (+/- 180 meters Scaled)
 JH0288
 JH0288                          SUPERSEDED SURVEY CONTROL
 JH0288
 JH0288  NGVD 29 (??/??/92) 1095.749  (m)         3594.97   (f) ADJ UNCH    2 0
 JH0288
 JH0288.Superseded values are not recommended for survey control.
 JH0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0288.See file dsdata.txt to determine how the superseded data were derived.
 JH0288
 JH0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH581320(NAD 83)
 JH0288_MARKER: DB = BENCH MARK DISK
 JH0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0288_STAMPING: B 19 1934
 JH0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0288+STABILITY: SURFACE MOTION
 JH0288
 JH0288  HISTORY     - Date     Condition        Report By
 JH0288  HISTORY     - 1934     MONUMENTED       CGS
 JH0288
 JH0288                          STATION DESCRIPTION
 JH0288
 JH0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0288'15.9 MI N FROM SYRACUSE.
 JH0288'15.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM SYRACUSE, HAMILTON
 JH0288'COUNTY, AT THE NORTHEAST CORNER OF SECTION 25, T 21 S, R 41 W,
 JH0288'AT A ROAD INTERSECTION, 77 FEET WEST OF THE CENTERLINE OF THE
 JH0288'HIGHWAY, AND 23 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 JH0288'SECTION-LINE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0289 ***********************************************************************
 JH0289  DESIGNATION -  B 19 RESET
 JH0289  PID         -  JH0289
 JH0289  STATE/COUNTY-  KS/HAMILTON
 JH0289  USGS QUAD   -  PLUM CREEK NORTH (1966)
 JH0289
 JH0289                         *CURRENT SURVEY CONTROL
 JH0289  ___________________________________________________________________
 JH0289* NAD 83(1986)-  38 12 13.     (N)    101 45 45.     (W)     SCALED    
 JH0289* NAVD 88     -      1096.23   (meters)    3596.5    (feet)  RESET     
 JH0289  ___________________________________________________________________
 JH0289  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 JH0289
 JH0289  VERT ORDER  -  THIRD
 JH0289
 JH0289.The horizontal coordinates were scaled from a topographic map and have
 JH0289.an estimated accuracy of +/- 6 seconds.
 JH0289
 JH0289.The orthometric height was computed from unverified reset data.
 JH0289
 JH0289.The geoid height was determined by GEOID03.
 JH0289
 JH0289;                    North         East    Units  Estimated Accuracy
 JH0289;SPC KS S     -   575,580.      114,310.      MT  (+/- 180 meters Scaled)
 JH0289
 JH0289                          SUPERSEDED SURVEY CONTROL
 JH0289
 JH0289.No superseded survey control is available for this station.
 JH0289
 JH0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH581320(NAD 83)
 JH0289_MARKER: DB = BENCH MARK DISK
 JH0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0289_STAMPING: B 19 1934 RESET 1964
 JH0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0289+STABILITY: SURFACE MOTION
 JH0289
 JH0289  HISTORY     - Date     Condition        Report By
 JH0289  HISTORY     - 1964     MONUMENTED       USGS
 JH0289
 JH0289                          STATION DESCRIPTION
 JH0289
 JH0289'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 JH0289'15.9 MI N FROM SYRACUSE.
 JH0289'ABOUT 15.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM SYRACUSE
 JH0289'IN T21N, R41-40W, AT SECTION CORNERS 19-24-25-30, 158 FEET SOUTH
 JH0289'AND 64 FEET WEST OF AN EAST-WEST FIELD ROAD, 1.8 FEET LOWER THAN
 JH0289'ROAD, SET BETWEEN A DOUBLE POLED POWER LINE AND SET IN THE TOP
 JH0289'OF A CONCRETE POST.  NOTE-- USE WITH CAUTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0502 ***********************************************************************
 JG0502  DESIGNATION -  B 190
 JG0502  PID         -  JG0502
 JG0502  STATE/COUNTY-  KS/HODGEMAN
 JG0502  USGS QUAD   -  JETMORE (1969)
 JG0502
 JG0502                         *CURRENT SURVEY CONTROL
 JG0502  ___________________________________________________________________
 JG0502* NAD 83(1986)-  38 05 17.     (N)    099 56 59.     (W)     SCALED    
 JG0502* NAVD 88     -       718.791  (meters)    2358.23   (feet)  ADJUSTED  
 JG0502  ___________________________________________________________________
 JG0502  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 JG0502  DYNAMIC HT  -         718.193 (meters)    2356.27  (feet)  COMP
 JG0502  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 JG0502
 JG0502  VERT ORDER  -  SECOND    CLASS 0
 JG0502
 JG0502.The horizontal coordinates were scaled from a topographic map and have
 JG0502.an estimated accuracy of +/- 6 seconds.
 JG0502
 JG0502.The orthometric height was determined by differential leveling
 JG0502.and adjusted by the National Geodetic Survey in June 1991..
 JG0502
 JG0502.The geoid height was determined by GEOID03.
 JG0502
 JG0502.The dynamic height is computed by dividing the NAVD 88
 JG0502.geopotential number by the normal gravity value computed on the
 JG0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0502.degrees latitude (g = 980.6199 gals.).
 JG0502
 JG0502.The modeled gravity was interpolated from observed gravity values.
 JG0502
 JG0502;                    North         East    Units  Estimated Accuracy
 JG0502;SPC KS S     -   558,740.      272,830.      MT  (+/- 180 meters Scaled)
 JG0502
 JG0502                          SUPERSEDED SURVEY CONTROL
 JG0502
 JG0502  NGVD 29 (??/??/92)  718.532  (m)         2357.38   (f) ADJ UNCH    2 0
 JG0502
 JG0502.Superseded values are not recommended for survey control.
 JG0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0502.See file dsdata.txt to determine how the superseded data were derived.
 JG0502
 JG0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH167160(NAD 83)
 JG0502_MARKER: DB = BENCH MARK DISK
 JG0502_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0502_SP_SET: CULVERT
 JG0502_STAMPING: B-190 1934
 JG0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0502
 JG0502  HISTORY     - Date     Condition        Report By
 JG0502  HISTORY     - 1934     MONUMENTED       CGS
 JG0502
 JG0502                          STATION DESCRIPTION
 JG0502
 JG0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0502'3.2 MI W FROM JETMORE.
 JG0502'3.2 MILES WEST OF COURT HOUSE, AT JETMORE 20 FEET NORTH OF
 JG0502'CENTERLINE OF U.S. HIGHWAY 50-N.  ON TOP OF THE EAST END OF
 JG0502'NORTH HEADWALL OF CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0010 ***********************************************************************
 HH0010  DESIGNATION -  B 192
 HH0010  PID         -  HH0010
 HH0010  STATE/COUNTY-  KS/FORD
 HH0010  USGS QUAD   -  ENSIGN (1969)
 HH0010
 HH0010                         *CURRENT SURVEY CONTROL
 HH0010  ___________________________________________________________________
 HH0010* NAD 83(1986)-  37 40 01.     (N)    100 12 04.     (W)     SCALED    
 HH0010* NAVD 88     -       824.711  (meters)    2705.74   (feet)  ADJUSTED  
 HH0010  ___________________________________________________________________
 HH0010  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 HH0010  DYNAMIC HT  -         823.978 (meters)    2703.33  (feet)  COMP
 HH0010  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 HH0010
 HH0010  VERT ORDER  -  SECOND    CLASS 0
 HH0010
 HH0010.The horizontal coordinates were scaled from a topographic map and have
 HH0010.an estimated accuracy of +/- 6 seconds.
 HH0010
 HH0010.The orthometric height was determined by differential leveling
 HH0010.and adjusted by the National Geodetic Survey in June 1991..
 HH0010
 HH0010.The geoid height was determined by GEOID03.
 HH0010
 HH0010.The dynamic height is computed by dividing the NAVD 88
 HH0010.geopotential number by the normal gravity value computed on the
 HH0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0010.degrees latitude (g = 980.6199 gals.).
 HH0010
 HH0010.The modeled gravity was interpolated from observed gravity values.
 HH0010
 HH0010;                    North         East    Units  Estimated Accuracy
 HH0010;SPC KS S     -   512,380.      249,930.      MT  (+/- 180 meters Scaled)
 HH0010
 HH0010                          SUPERSEDED SURVEY CONTROL
 HH0010
 HH0010  NGVD 29 (??/??/92)  824.364  (m)         2704.60   (f) ADJ UNCH    2 0
 HH0010
 HH0010.Superseded values are not recommended for survey control.
 HH0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0010.See file dsdata.txt to determine how the superseded data were derived.
 HH0010
 HH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG940695(NAD 83)
 HH0010_MARKER: DB = BENCH MARK DISK
 HH0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0010_STAMPING: B-192 1934
 HH0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0010+STABILITY: SURFACE MOTION
 HH0010
 HH0010  HISTORY     - Date     Condition        Report By
 HH0010  HISTORY     - 1934     MONUMENTED       CGS
 HH0010
 HH0010                          STATION DESCRIPTION
 HH0010
 HH0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0010'2 MI NE FROM ENSIGN.
 HH0010'2.0 MILES NORTHEAST OF AT AND SF RR DEPOT, AT ENSIGN 230 FEET
 HH0010'SOUTHWEST OF MILEPOST 12.  49 FEET SOUTH EAST OF CENTERLINE OF
 HH0010'ATCHISON TOPEKA AND SANTA FE RAILROAD.  1 FOOT NORTHWEST OF
 HH0010'RIGHT-OF-WAY FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0429 ***********************************************************************
 JG0429  DESIGNATION -  B 194
 JG0429  PID         -  JG0429
 JG0429  STATE/COUNTY-  KS/PAWNEE
 JG0429  USGS QUAD   -  GARFIELD (1972)
 JG0429
 JG0429                         *CURRENT SURVEY CONTROL
 JG0429  ___________________________________________________________________
 JG0429* NAD 83(1986)-  38 04 28.     (N)    099 14 32.     (W)     SCALED    
 JG0429* NAVD 88     -       632.052  (meters)    2073.66   (feet)  ADJUSTED  
 JG0429  ___________________________________________________________________
 JG0429  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0429  DYNAMIC HT  -         631.549 (meters)    2072.01  (feet)  COMP
 JG0429  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 JG0429
 JG0429  VERT ORDER  -  SECOND    CLASS 0
 JG0429
 JG0429.The horizontal coordinates were scaled from a topographic map and have
 JG0429.an estimated accuracy of +/- 6 seconds.
 JG0429
 JG0429.The orthometric height was determined by differential leveling
 JG0429.and adjusted by the National Geodetic Survey in June 1991..
 JG0429
 JG0429.The geoid height was determined by GEOID03.
 JG0429
 JG0429.The dynamic height is computed by dividing the NAVD 88
 JG0429.geopotential number by the normal gravity value computed on the
 JG0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0429.degrees latitude (g = 980.6199 gals.).
 JG0429
 JG0429.The modeled gravity was interpolated from observed gravity values.
 JG0429
 JG0429;                    North         East    Units  Estimated Accuracy
 JG0429;SPC KS S     -   556,500.      334,880.      MT  (+/- 180 meters Scaled)
 JG0429
 JG0429                          SUPERSEDED SURVEY CONTROL
 JG0429
 JG0429  NGVD 29 (??/??/92)  631.846  (m)         2072.98   (f) ADJ UNCH    2 0
 JG0429
 JG0429.Superseded values are not recommended for survey control.
 JG0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0429.See file dsdata.txt to determine how the superseded data were derived.
 JG0429
 JG0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH787141(NAD 83)
 JG0429_MARKER: DB = BENCH MARK DISK
 JG0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0429_STAMPING: B 194 1934
 JG0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0429+STABILITY: SURFACE MOTION
 JG0429
 JG0429  HISTORY     - Date     Condition        Report By
 JG0429  HISTORY     - 1934     MONUMENTED       CGS
 JG0429  HISTORY     - 1940     GOOD             NGS
 JG0429  HISTORY     - 1945     GOOD             NGS
 JG0429
 JG0429                          STATION DESCRIPTION
 JG0429
 JG0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0429'AT GARFIELD.
 JG0429'AT GARFIELD ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA, AND SANTA
 JG0429'FE RR.  429 FEET NORTHEAST OF THE DEPOT.  ABOUT 128 FEET EAST
 JG0429'OF W.S. PRATHER GRAIN ELEVATOR.  66 FEET SOUTHEAST OF CENTER
 JG0429'LINE OF MAIN TRACK.  3.0 FEET SOUTH OF 4 X 4 INCH WHITE WOODEN
 JG0429'POST PROJECTING 1.5 FOOT.  2.0 FEET NORTHWEST OF A TELEPHONE
 JG0429'POLE.  STD. DISK BM IN 8 INCH SQUARE CONCRETE POST PROJECTING
 JG0429'1 INCH.
 JG0429
 JG0429                          STATION RECOVERY (1945)
 JG0429
 JG0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 JG0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0300 ***********************************************************************
 JG0300  DESIGNATION -  B 195
 JG0300  PID         -  JG0300
 JG0300  STATE/COUNTY-  KS/RUSH
 JG0300  USGS QUAD   -  LA CROSSE (1983)
 JG0300
 JG0300                         *CURRENT SURVEY CONTROL
 JG0300  ___________________________________________________________________
 JG0300* NAD 83(1986)-  38 32 09.     (N)    099 19 04.     (W)     SCALED    
 JG0300* NAVD 88     -       632.045  (meters)    2073.63   (feet)  ADJUSTED  
 JG0300  ___________________________________________________________________
 JG0300  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0300  DYNAMIC HT  -         631.561 (meters)    2072.05  (feet)  COMP
 JG0300  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 JG0300
 JG0300  VERT ORDER  -  SECOND    CLASS 0
 JG0300
 JG0300.The horizontal coordinates were scaled from a topographic map and have
 JG0300.an estimated accuracy of +/- 6 seconds.
 JG0300
 JG0300.The orthometric height was determined by differential leveling
 JG0300.and adjusted by the National Geodetic Survey in June 1991..
 JG0300
 JG0300.The geoid height was determined by GEOID03.
 JG0300
 JG0300.The dynamic height is computed by dividing the NAVD 88
 JG0300.geopotential number by the normal gravity value computed on the
 JG0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0300.degrees latitude (g = 980.6199 gals.).
 JG0300
 JG0300.The modeled gravity was interpolated from observed gravity values.
 JG0300
 JG0300;                    North         East    Units  Estimated Accuracy
 JG0300;SPC KS S     -   607,770.      328,700.      MT  (+/- 180 meters Scaled)
 JG0300
 JG0300                          SUPERSEDED SURVEY CONTROL
 JG0300
 JG0300  NGVD 29 (??/??/92)  631.792  (m)         2072.80   (f) ADJ UNCH    2 0
 JG0300
 JG0300.Superseded values are not recommended for survey control.
 JG0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0300.See file dsdata.txt to determine how the superseded data were derived.
 JG0300
 JG0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH723653(NAD 83)
 JG0300_MARKER: DB = BENCH MARK DISK
 JG0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0300_STAMPING: B 195 1934
 JG0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0300+STABILITY: SURFACE MOTION
 JG0300
 JG0300  HISTORY     - Date     Condition        Report By
 JG0300  HISTORY     - 1934     MONUMENTED       CGS
 JG0300
 JG0300                          STATION DESCRIPTION
 JG0300
 JG0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0300'0.8 MI W FROM LA CROSSE.
 JG0300'0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CITY
 JG0300'HALL AT LA CROSSE, RUSH COUNTY, 216 FEET EAST OF MILEPOST 591,
 JG0300'48 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK, 2 FEET
 JG0300'NORTH OF A FENCE CORNER, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 JG0300'POST.  A STANDARD DISK, STAMPED B 195 1934 AND SET IN THE TOP OF A
 JG0300'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0385 ***********************************************************************
 JG0385  DESIGNATION -  B 196
 JG0385  PID         -  JG0385
 JG0385  STATE/COUNTY-  KS/ELLIS
 JG0385  USGS QUAD   -  HAYS SOUTH (1983)
 JG0385
 JG0385                         *CURRENT SURVEY CONTROL
 JG0385  ___________________________________________________________________
 JG0385* NAD 83(1986)-  38 50 16.     (N)    099 20 12.     (W)     SCALED    
 JG0385* NAVD 88     -       618.150  (meters)    2028.05   (feet)  ADJUSTED  
 JG0385  ___________________________________________________________________
 JG0385  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 JG0385  DYNAMIC HT  -         617.689 (meters)    2026.53  (feet)  COMP
 JG0385  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 JG0385
 JG0385  VERT ORDER  -  SECOND    CLASS 0
 JG0385
 JG0385.The horizontal coordinates were scaled from a topographic map and have
 JG0385.an estimated accuracy of +/- 6 seconds.
 JG0385
 JG0385.The orthometric height was determined by differential leveling
 JG0385.and adjusted by the National Geodetic Survey in June 1991..
 JG0385.WARNING-Repeat measurements at this control monument indicate possible
 JG0385.vertical movement.
 JG0385
 JG0385.The geoid height was determined by GEOID03.
 JG0385
 JG0385.The dynamic height is computed by dividing the NAVD 88
 JG0385.geopotential number by the normal gravity value computed on the
 JG0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0385.degrees latitude (g = 980.6199 gals.).
 JG0385
 JG0385.The modeled gravity was interpolated from observed gravity values.
 JG0385
 JG0385;                    North         East    Units  Estimated Accuracy
 JG0385;SPC KS N     -    56,860.      283,950.      MT  (+/- 180 meters Scaled)
 JG0385
 JG0385                          SUPERSEDED SURVEY CONTROL
 JG0385
 JG0385  NGVD 29 (??/??/92)  617.894  (m)         2027.21   (f) ADJ UNCH    2 0
 JG0385
 JG0385.Superseded values are not recommended for survey control.
 JG0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0385.See file dsdata.txt to determine how the superseded data were derived.
 JG0385
 JG0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH707988(NAD 83)
 JG0385_MARKER: DB = BENCH MARK DISK
 JG0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0385_STAMPING: B 196 1934
 JG0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0385+STABILITY: SURFACE MOTION
 JG0385
 JG0385  HISTORY     - Date     Condition        Report By
 JG0385  HISTORY     - 1934     MONUMENTED       CGS
 JG0385  HISTORY     - 1940     GOOD             NGS
 JG0385
 JG0385                          STATION DESCRIPTION
 JG0385
 JG0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0385'1.9 MI S FROM HAYS.
 JG0385'1.9 MILES SOUTH ALONG U.S. HIGHWAY NO. 183 AND STATE HIGHWAY NO.
 JG0385'1 FROM WASHINGTON SCHOOL AT HAYS, BENCH MARK IS ALONG THE
 JG0385'RIGHT-OF-WAY OF U.S. HIGHWAYS NO. 183 AND STATE HIGHWAY NO. 1.
 JG0385'90 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE WHITE FARM
 JG0385'HOUSE.  45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  1.0
 JG0385'FOOT NORTH OF A FENCE CORNER.  STD. DISK B.M. IN 8 X 8 INCH
 JG0385'CONCRETE POST SET FLUSH WITH THE GROUND.  NO 4 X 4 INCH WOODEN
 JG0385'POST WAS SET BECAUSE FARMHOUSE SERVES AS LANDMARK.  NOTE-- THE
 JG0385'HWY IS NOW OLD U.S. HWY 183.  A METAL WITNESS POST WAS SET
 JG0385'1 FT N OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0073 ***********************************************************************
 JG0073  DESIGNATION -  B 197
 JG0073  PID         -  JG0073
 JG0073  STATE/COUNTY-  KS/RICE
 JG0073  USGS QUAD   -  CRAWFORD (1964)
 JG0073
 JG0073                         *CURRENT SURVEY CONTROL
 JG0073  ___________________________________________________________________
 JG0073* NAD 83(1986)-  38 30 53.     (N)    098 02 05.     (W)     SCALED    
 JG0073* NAVD 88     -       515.736  (meters)    1692.04   (feet)  ADJUSTED  
 JG0073  ___________________________________________________________________
 JG0073  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 JG0073  DYNAMIC HT  -         515.356 (meters)    1690.80  (feet)  COMP
 JG0073  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 JG0073
 JG0073  VERT ORDER  -  SECOND    CLASS 0
 JG0073
 JG0073.The horizontal coordinates were scaled from a topographic map and have
 JG0073.an estimated accuracy of +/- 6 seconds.
 JG0073
 JG0073.The orthometric height was determined by differential leveling
 JG0073.and adjusted by the National Geodetic Survey in June 1991..
 JG0073
 JG0073.The geoid height was determined by GEOID03.
 JG0073
 JG0073.The dynamic height is computed by dividing the NAVD 88
 JG0073.geopotential number by the normal gravity value computed on the
 JG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0073.degrees latitude (g = 980.6199 gals.).
 JG0073
 JG0073.The modeled gravity was interpolated from observed gravity values.
 JG0073
 JG0073;                    North         East    Units  Estimated Accuracy
 JG0073;SPC KS S     -   605,210.      440,580.      MT  (+/- 180 meters Scaled)
 JG0073
 JG0073                          SUPERSEDED SURVEY CONTROL
 JG0073
 JG0073  NGVD 29 (??/??/92)  515.577  (m)         1691.52   (f) ADJ UNCH    2 0
 JG0073
 JG0073.Superseded values are not recommended for survey control.
 JG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0073.See file dsdata.txt to determine how the superseded data were derived.
 JG0073
 JG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH841633(NAD 83)
 JG0073_MARKER: DB = BENCH MARK DISK
 JG0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0073_STAMPING: B 197 1934
 JG0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0073+STABILITY: SURFACE MOTION
 JG0073
 JG0073  HISTORY     - Date     Condition        Report By
 JG0073  HISTORY     - 1934     MONUMENTED       CGS
 JG0073
 JG0073                          STATION DESCRIPTION
 JG0073
 JG0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0073'11.8 MI E FROM FREDERICK.
 JG0073'11.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JG0073'THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT FREDERICK,
 JG0073'RICE COUNTY, 163 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JG0073'STATION AT CRAWFORD, 210 FEET NORTHEAST OF MILEPOST 518, 100 FEET
 JG0073'NORTH OF THE CENTER LINE OF THE TRACK, AND 45 FEET EAST OF THE
 JG0073'CENTER LINE OF STATE HIGHWAY 4.  A STANDARD DISK, STAMPED B 197
 JG0073'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0144 ***********************************************************************
 JG0144  DESIGNATION -  B 198
 JG0144  PID         -  JG0144
 JG0144  STATE/COUNTY-  KS/RICE
 JG0144  USGS QUAD   -  LYONS NW (1970)
 JG0144
 JG0144                         *CURRENT SURVEY CONTROL
 JG0144  ___________________________________________________________________
 JG0144* NAD 83(1986)-  38 28 50.     (N)    098 12 45.     (W)     SCALED    
 JG0144* NAVD 88     -       534.705  (meters)    1754.28   (feet)  ADJUSTED  
 JG0144  ___________________________________________________________________
 JG0144  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 JG0144  DYNAMIC HT  -         534.308 (meters)    1752.98  (feet)  COMP
 JG0144  MODELED GRAV-     979,869.4   (mgal)                       NAVD 88
 JG0144
 JG0144  VERT ORDER  -  SECOND    CLASS 0
 JG0144
 JG0144.The horizontal coordinates were scaled from a topographic map and have
 JG0144.an estimated accuracy of +/- 6 seconds.
 JG0144
 JG0144.The orthometric height was determined by differential leveling
 JG0144.and adjusted by the National Geodetic Survey in June 1991..
 JG0144
 JG0144.The geoid height was determined by GEOID03.
 JG0144
 JG0144.The dynamic height is computed by dividing the NAVD 88
 JG0144.geopotential number by the normal gravity value computed on the
 JG0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0144.degrees latitude (g = 980.6199 gals.).
 JG0144
 JG0144.The modeled gravity was interpolated from observed gravity values.
 JG0144
 JG0144;                    North         East    Units  Estimated Accuracy
 JG0144;SPC KS S     -   601,360.      425,090.      MT  (+/- 180 meters Scaled)
 JG0144
 JG0144                          SUPERSEDED SURVEY CONTROL
 JG0144
 JG0144  NGVD 29 (??/??/92)  534.545  (m)         1753.75   (f) ADJ UNCH    2 0
 JG0144
 JG0144.Superseded values are not recommended for survey control.
 JG0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0144.See file dsdata.txt to determine how the superseded data were derived.
 JG0144
 JG0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH686594(NAD 83)
 JG0144_MARKER: DB = BENCH MARK DISK
 JG0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0144_STAMPING: B 198 1934
 JG0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0144+STABILITY: SURFACE MOTION
 JG0144
 JG0144  HISTORY     - Date     Condition        Report By
 JG0144  HISTORY     - 1934     MONUMENTED       CGS
 JG0144
 JG0144                          STATION DESCRIPTION
 JG0144
 JG0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0144'9.4 MI N FROM LYONS.
 JG0144'9.4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JG0144'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT LYONS,
 JG0144'RICE COUNTY, 8 FEET EAST OF MILEPOST 526, 45 FEET EAST OF
 JG0144'THE CENTER LINE OF THE TRACK, AND 2 FEET WEST OF A FENCE.  A
 JG0144'STANDARD DISK, STAMPED B 198 1934 AND SET IN THE TOP OF A
 JG0144'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0893 ***********************************************************************
 JF0893  DESIGNATION -  B 199
 JF0893  PID         -  JF0893
 JF0893  STATE/COUNTY-  KS/RENO
 JF0893  USGS QUAD   -  HUTCHINSON (1978)
 JF0893
 JF0893                         *CURRENT SURVEY CONTROL
 JF0893  ___________________________________________________________________
 JF0893* NAD 83(1986)-  38 03 54.     (N)    097 57 48.     (W)     SCALED    
 JF0893* NAVD 88     -       470.242  (meters)    1542.79   (feet)  ADJUSTED  
 JF0893  ___________________________________________________________________
 JF0893  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF0893  DYNAMIC HT  -         469.878 (meters)    1541.59  (feet)  COMP
 JF0893  MODELED GRAV-     979,839.6   (mgal)                       NAVD 88
 JF0893
 JF0893  VERT ORDER  -  SECOND    CLASS 0
 JF0893
 JF0893.The horizontal coordinates were scaled from a topographic map and have
 JF0893.an estimated accuracy of +/- 6 seconds.
 JF0893
 JF0893.The orthometric height was determined by differential leveling
 JF0893.and adjusted by the National Geodetic Survey in June 1991..
 JF0893
 JF0893.The geoid height was determined by GEOID03.
 JF0893
 JF0893.The dynamic height is computed by dividing the NAVD 88
 JF0893.geopotential number by the normal gravity value computed on the
 JF0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0893.degrees latitude (g = 980.6199 gals.).
 JF0893
 JF0893.The modeled gravity was interpolated from observed gravity values.
 JF0893
 JF0893;                    North         East    Units  Estimated Accuracy
 JF0893;SPC KS S     -   555,330.      447,090.      MT  (+/- 180 meters Scaled)
 JF0893
 JF0893                          SUPERSEDED SURVEY CONTROL
 JF0893
 JF0893  NGVD 29 (??/??/92)  470.089  (m)         1542.28   (f) ADJ UNCH    2 0
 JF0893
 JF0893.Superseded values are not recommended for survey control.
 JF0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0893.See file dsdata.txt to determine how the superseded data were derived.
 JF0893
 JF0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH909135(NAD 83)
 JF0893_MARKER: DB = BENCH MARK DISK
 JF0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0893_STAMPING: B 199 1934
 JF0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0893+STABILITY: SURFACE MOTION
 JF0893
 JF0893  HISTORY     - Date     Condition        Report By
 JF0893  HISTORY     - 1934     MONUMENTED       CGS
 JF0893  HISTORY     - 1959     MARK NOT FOUND   USGS
 JF0893
 JF0893                          STATION DESCRIPTION
 JF0893
 JF0893'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JF0893'2.1 MI NW FROM HUTCHINSON.
 JF0893'2.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0893'RAILWAY FROM THE STATION AT HUTCHISON, RENO COUNTY, 2 FEET
 JF0893'SOUTHWEST OF MILEPOST 220, 142 FEET SOUTHWEST OF STATE HIGHWAY
 JF0893'96, AND 42 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A
 JF0893'STANDARD DISK, STAMPED B 199 1934 AND SET IN THE TOP OF A
 JF0893'CONCRETE POST.  NOTE-- THE DESCRIPTION PLACES POST AT THE TOE OF
 JF0893'THE RAILROAD FILL.  IT IS PROBABLY BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0392 ***********************************************************************
 JH0392  DESIGNATION -  B 20
 JH0392  PID         -  JH0392
 JH0392  STATE/COUNTY-  KS/WALLACE
 JH0392  USGS QUAD   -  SHARON SPRINGS WEST (1979)
 JH0392
 JH0392                         *CURRENT SURVEY CONTROL
 JH0392  ___________________________________________________________________
 JH0392* NAD 83(1986)-  38 53 39.     (N)    101 45 07.     (W)     SCALED    
 JH0392* NAVD 88     -      1049.277  (meters)    3442.50   (feet)  ADJUSTED  
 JH0392  ___________________________________________________________________
 JH0392  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JH0392  DYNAMIC HT  -        1048.373 (meters)    3439.54  (feet)  COMP
 JH0392  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 JH0392
 JH0392  VERT ORDER  -  FIRST     CLASS II
 JH0392
 JH0392.The horizontal coordinates were scaled from a topographic map and have
 JH0392.an estimated accuracy of +/- 6 seconds.
 JH0392
 JH0392.The orthometric height was determined by differential leveling
 JH0392.and adjusted by the National Geodetic Survey in June 1991..
 JH0392.WARNING-Repeat measurements at this control monument indicate possible
 JH0392.vertical movement.
 JH0392
 JH0392.The geoid height was determined by GEOID03.
 JH0392
 JH0392.The dynamic height is computed by dividing the NAVD 88
 JH0392.geopotential number by the normal gravity value computed on the
 JH0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0392.degrees latitude (g = 980.6199 gals.).
 JH0392
 JH0392.The modeled gravity was interpolated from observed gravity values.
 JH0392
 JH0392;                    North         East    Units  Estimated Accuracy
 JH0392;SPC KS N     -    69,000.       74,600.      MT  (+/- 180 meters Scaled)
 JH0392
 JH0392                          SUPERSEDED SURVEY CONTROL
 JH0392
 JH0392  NGVD 29 (??/??/92) 1048.860  (m)         3441.13   (f) ADJ UNCH    1 2
 JH0392
 JH0392.Superseded values are not recommended for survey control.
 JH0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0392.See file dsdata.txt to determine how the superseded data were derived.
 JH0392
 JH0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ613086(NAD 83)
 JH0392_MARKER: DB = BENCH MARK DISK
 JH0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0392_STAMPING: B 20 1934
 JH0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0392+STABILITY: SURFACE MOTION
 JH0392
 JH0392  HISTORY     - Date     Condition        Report By
 JH0392  HISTORY     - 1934     MONUMENTED       CGS
 JH0392  HISTORY     - 1952     GOOD             NGS
 JH0392
 JH0392                          STATION DESCRIPTION
 JH0392
 JH0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0392'AT SHARON SPRINGS.
 JH0392'AT SHARON SPRINGS, 0.1 MILE WEST OF THE UNION PACIFIC RAILROAD
 JH0392'STATION, 55 FEET WEST OF THE CENTER LINE OF THE MAIN STREET,
 JH0392'73.4 FEET SOUTH OF THE SOUTHEAST CORNER OF THE STOVER GRAIN
 JH0392'COMPANY OFFICE BUILDING, 24 FEET NORTH OF THE NORTH RAIL OF THE
 JH0392'MAIN TRACK, 26.8 FEET NORTHWEST OF A WARNING SIGNAL LIGHT, 1.9
 JH0392'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JH0392'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0148 ***********************************************************************
 HH0148  DESIGNATION -  B 21
 HH0148  PID         -  HH0148
 HH0148  STATE/COUNTY-  KS/SEWARD
 HH0148  USGS QUAD   -  LIBERAL (1983)
 HH0148
 HH0148                         *CURRENT SURVEY CONTROL
 HH0148  ___________________________________________________________________
 HH0148* NAD 83(1986)-  37 00 51.     (N)    100 58 00.     (W)     SCALED    
 HH0148* NAVD 88     -       878.248  (meters)    2881.39   (feet)  ADJUSTED  
 HH0148  ___________________________________________________________________
 HH0148  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 HH0148  DYNAMIC HT  -         877.378 (meters)    2878.53  (feet)  COMP
 HH0148  MODELED GRAV-     979,611.7   (mgal)                       NAVD 88
 HH0148
 HH0148  VERT ORDER  -  FIRST     CLASS II
 HH0148
 HH0148.The horizontal coordinates were scaled from a topographic map and have
 HH0148.an estimated accuracy of +/- 6 seconds.
 HH0148
 HH0148.The orthometric height was determined by differential leveling
 HH0148.and adjusted by the National Geodetic Survey in June 1991..
 HH0148
 HH0148.The geoid height was determined by GEOID03.
 HH0148
 HH0148.The dynamic height is computed by dividing the NAVD 88
 HH0148.geopotential number by the normal gravity value computed on the
 HH0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0148.degrees latitude (g = 980.6199 gals.).
 HH0148
 HH0148.The modeled gravity was interpolated from observed gravity values.
 HH0148
 HH0148;                    North         East    Units  Estimated Accuracy
 HH0148;SPC KS S     -   441,470.      180,490.      MT  (+/- 180 meters Scaled)
 HH0148
 HH0148                          SUPERSEDED SURVEY CONTROL
 HH0148
 HH0148  NGVD 29 (??/??/92)  877.849  (m)         2880.08   (f) ADJ UNCH    1 2
 HH0148
 HH0148.Superseded values are not recommended for survey control.
 HH0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0148.See file dsdata.txt to determine how the superseded data were derived.
 HH0148
 HH0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF250982(NAD 83)
 HH0148_MARKER: DB = BENCH MARK DISK
 HH0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0148_STAMPING: B 21 1933
 HH0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0148+STABILITY: SURFACE MOTION
 HH0148
 HH0148  HISTORY     - Date     Condition        Report By
 HH0148  HISTORY     - 1933     MONUMENTED       CGS
 HH0148  HISTORY     - 1965     GOOD             NGS
 HH0148
 HH0148                          STATION DESCRIPTION
 HH0148
 HH0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HH0148'3 MI S FROM LIBERAL.
 HH0148'THE MARK WAS RECOVERED IN GOOD CONDITION.  ABOUT 2.9 MILES
 HH0148'SOUTHWEST ALONG THE CHICAGO ROCK ISLAND AND PACIFIC RAILWAY
 HH0148'FROM THE STATION AT LIBERAL, SEWARD COUNTY, ABOUT 2 MILES
 HH0148'NORTHEAST OF THE KANSAS-OKLAHOMA STATE LINE, ABOUT 3 1/2 POLES
 HH0148'SOUTHWEST OF MILEPOST 437, ABOUT 2 1/2 POLES NORTHEAST OF A
 HH0148'SMALL CUT, AND 50 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 HH0148'ON A SMALL KNOLL, 2 FEET NORTHWEST OF THE RIGHT OF WAY FENCE.
 HH0148'A STANDARD DISK, STAMPED B 21 1933 AND SET IN THE TOP OF A
 HH0148'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0455 ***********************************************************************
 HF0455  DESIGNATION -  B 210
 HF0455  PID         -  HF0455
 HF0455  STATE/COUNTY-  KS/SEDGWICK
 HF0455  USGS QUAD   -  WICHITA EAST (1982)
 HF0455
 HF0455                         *CURRENT SURVEY CONTROL
 HF0455  ___________________________________________________________________
 HF0455* NAD 83(1986)-  37 41 06.     (N)    097 21 20.     (W)     SCALED    
 HF0455* NAVD 88     -       396.815  (meters)    1301.88   (feet)  ADJUSTED  
 HF0455  ___________________________________________________________________
 HF0455  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HF0455  DYNAMIC HT  -         396.503 (meters)    1300.86  (feet)  COMP
 HF0455  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 HF0455
 HF0455  VERT ORDER  -  SECOND    CLASS 0
 HF0455
 HF0455.The horizontal coordinates were scaled from a topographic map and have
 HF0455.an estimated accuracy of +/- 6 seconds.
 HF0455
 HF0455.The orthometric height was determined by differential leveling
 HF0455.and adjusted by the National Geodetic Survey in June 1991..
 HF0455
 HF0455.The geoid height was determined by GEOID03.
 HF0455
 HF0455.The dynamic height is computed by dividing the NAVD 88
 HF0455.geopotential number by the normal gravity value computed on the
 HF0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0455.degrees latitude (g = 980.6199 gals.).
 HF0455
 HF0455.The modeled gravity was interpolated from observed gravity values.
 HF0455
 HF0455;                    North         East    Units  Estimated Accuracy
 HF0455;SPC KS S     -   513,640.      500,940.      MT  (+/- 180 meters Scaled)
 HF0455
 HF0455                          SUPERSEDED SURVEY CONTROL
 HF0455
 HF0455  NGVD 29 (??/??/92)  396.678  (m)         1301.43   (f) ADJ UNCH    2 0
 HF0455
 HF0455.Superseded values are not recommended for survey control.
 HF0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0455.See file dsdata.txt to determine how the superseded data were derived.
 HF0455
 HF0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG449721(NAD 83)
 HF0455_MARKER: DB = BENCH MARK DISK
 HF0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0455_STAMPING: B 210 1934
 HF0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0455+STABILITY: SURFACE MOTION
 HF0455
 HF0455  HISTORY     - Date     Condition        Report By
 HF0455  HISTORY     - 1934     MONUMENTED       CGS
 HF0455  HISTORY     - 1956     GOOD             NGS
 HF0455  HISTORY     - 20040820 MARK NOT FOUND   USPSQD
 HF0455
 HF0455                          STATION DESCRIPTION
 HF0455
 HF0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF0455'1 MI W FROM WICHITA.
 HF0455'1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF0455'STATION AT WICHITA, AT HARDTNER JUNCTION, 72 FEET NORTHEAST OF
 HF0455'MILEPOST 486, 41 FEET WEST OF THE CENTER LINE OF EXPOSITION
 HF0455'STREET, 28.3 FEET NORTH OF THE NORTH RAIL OF THE NORTH MAIN
 HF0455'TRACK, 38.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE 135,
 HF0455'1 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HF0455'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN SECTION 19,
 HF0455'TOWNSHIP 27 SOUTH, RANGE 1 WEST.
 HF0455
 HF0455                          STATION RECOVERY (2004)
 HF0455
 HF0455'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HF0455'RAILROAD HAS BEEN REMOVED.  NO WITNESS POST EXISTS.  SITE IS A NEATLY
 HF0455'MOWED LAWN.  IF MARKER STILL EXISTS, RECOVERY BY PROBE MAY BE
 HF0455'POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0911 ***********************************************************************
 JF0911  DESIGNATION -  B 211
 JF0911  PID         -  JF0911
 JF0911  STATE/COUNTY-  KS/RENO
 JF0911  USGS QUAD   -  HUTCHINSON (1978)
 JF0911
 JF0911                         *CURRENT SURVEY CONTROL
 JF0911  ___________________________________________________________________
 JF0911* NAD 83(1986)-  38 01 05.     (N)    097 55 57.     (W)     SCALED    
 JF0911* NAVD 88     -       466.406  (meters)    1530.20   (feet)  ADJUSTED  
 JF0911  ___________________________________________________________________
 JF0911  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF0911  DYNAMIC HT  -         466.045 (meters)    1529.02  (feet)  COMP
 JF0911  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 JF0911
 JF0911  VERT ORDER  -  SECOND    CLASS 0
 JF0911
 JF0911.The horizontal coordinates were scaled from a topographic map and have
 JF0911.an estimated accuracy of +/- 6 seconds.
 JF0911
 JF0911.The orthometric height was determined by differential leveling
 JF0911.and adjusted by the National Geodetic Survey in June 1991..
 JF0911
 JF0911.The geoid height was determined by GEOID03.
 JF0911
 JF0911.The dynamic height is computed by dividing the NAVD 88
 JF0911.geopotential number by the normal gravity value computed on the
 JF0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0911.degrees latitude (g = 980.6199 gals.).
 JF0911
 JF0911.The modeled gravity was interpolated from observed gravity values.
 JF0911
 JF0911;                    North         East    Units  Estimated Accuracy
 JF0911;SPC KS S     -   550,140.      449,830.      MT  (+/- 180 meters Scaled)
 JF0911
 JF0911                          SUPERSEDED SURVEY CONTROL
 JF0911
 JF0911  NGVD 29 (??/??/92)  466.26   (m)         1529.7    (f) COMPUTED    2 0
 JF0911
 JF0911.Superseded values are not recommended for survey control.
 JF0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0911.See file dsdata.txt to determine how the superseded data were derived.
 JF0911
 JF0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH937083(NAD 83)
 JF0911_MARKER: DB = BENCH MARK DISK
 JF0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0911_STAMPING: B 211 1934
 JF0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0911+STABILITY: SURFACE MOTION
 JF0911
 JF0911  HISTORY     - Date     Condition        Report By
 JF0911  HISTORY     - 1934     MONUMENTED       CGS
 JF0911  HISTORY     - 1953     GOOD             NGS
 JF0911
 JF0911                          STATION DESCRIPTION
 JF0911
 JF0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JF0911'2.6 MI SE FROM HUTCHINSON.
 JF0911'2.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JF0911'STATION AT HUTCHINSON, 5 POLES NORTH OF A ROAD CROSSING, 74.5
 JF0911'FEET WEST OF THE WEST RAIL, 46 FEET SOUTHWEST OF MILEPOST 530,
 JF0911'1.6 FEET SOUTHWEST OF A FENCE CORNER, 1.6 FEET WEST OF A WITNESS
 JF0911'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 JF0911'ABOVE THE GROUND.  THIS MARK WAS NOT LEVELED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0739 ***********************************************************************
 JF0739  DESIGNATION -  B 212
 JF0739  PID         -  JF0739
 JF0739  STATE/COUNTY-  KS/HARVEY
 JF0739  USGS QUAD   -  ZIMMERDALE (1989)
 JF0739
 JF0739                         *CURRENT SURVEY CONTROL
 JF0739  ___________________________________________________________________
 JF0739* NAD 83(1986)-  38 05 48.     (N)    097 22 54.     (W)     SCALED    
 JF0739* NAVD 88     -       448.149  (meters)    1470.30   (feet)  ADJUSTED  
 JF0739  ___________________________________________________________________
 JF0739  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 JF0739  DYNAMIC HT  -         447.803 (meters)    1469.17  (feet)  COMP
 JF0739  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 JF0739
 JF0739  VERT ORDER  -  SECOND    CLASS 0
 JF0739
 JF0739.The horizontal coordinates were scaled from a topographic map and have
 JF0739.an estimated accuracy of +/- 6 seconds.
 JF0739
 JF0739.The orthometric height was determined by differential leveling
 JF0739.and adjusted by the National Geodetic Survey in June 1991..
 JF0739
 JF0739.The geoid height was determined by GEOID03.
 JF0739
 JF0739.The dynamic height is computed by dividing the NAVD 88
 JF0739.geopotential number by the normal gravity value computed on the
 JF0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0739.degrees latitude (g = 980.6199 gals.).
 JF0739
 JF0739.The modeled gravity was interpolated from observed gravity values.
 JF0739
 JF0739;                    North         East    Units  Estimated Accuracy
 JF0739;SPC KS S     -   559,300.      498,090.      MT  (+/- 180 meters Scaled)
 JF0739
 JF0739                          SUPERSEDED SURVEY CONTROL
 JF0739
 JF0739  NGVD 29 (??/??/92)  447.985  (m)         1469.76   (f) ADJ UNCH    2 0
 JF0739
 JF0739.Superseded values are not recommended for survey control.
 JF0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0739.See file dsdata.txt to determine how the superseded data were derived.
 JF0739
 JF0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH419177(NAD 83)
 JF0739_MARKER: DB = BENCH MARK DISK
 JF0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0739+STABILITY: SURFACE MOTION
 JF0739
 JF0739  HISTORY     - Date     Condition        Report By
 JF0739  HISTORY     - UNK      MONUMENTED       CGS
 JF0739  HISTORY     - 1934     GOOD             NGS
 JF0739
 JF0739                          STATION DESCRIPTION
 JF0739
 JF0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0739'1 MI S FROM ZIMMERDALE.
 JF0739'1 MILE SOUTH OF ZIMMERDALE, ON THE MO. P.R.R. 40 FEET EAST
 JF0739'OF THE TRACK, 5 POLES NORTH OF MILE POST 491.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0665 ***********************************************************************
 JF0665  DESIGNATION -  B 213
 JF0665  PID         -  JF0665
 JF0665  STATE/COUNTY-  KS/MARION
 JF0665  USGS QUAD   -  PEABODY NW (1989)
 JF0665
 JF0665                         *CURRENT SURVEY CONTROL
 JF0665  ___________________________________________________________________
 JF0665* NAD 83(1986)-  38 08 41.     (N)    097 08 05.     (W)     SCALED    
 JF0665* NAVD 88     -       419.128  (meters)    1375.09   (feet)  ADJUSTED  
 JF0665  ___________________________________________________________________
 JF0665  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 JF0665  DYNAMIC HT  -         418.810 (meters)    1374.05  (feet)  COMP
 JF0665  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 JF0665
 JF0665  VERT ORDER  -  SECOND    CLASS 0
 JF0665
 JF0665.The horizontal coordinates were scaled from a topographic map and have
 JF0665.an estimated accuracy of +/- 6 seconds.
 JF0665
 JF0665.The orthometric height was determined by differential leveling
 JF0665.and adjusted by the National Geodetic Survey in June 1991..
 JF0665
 JF0665.The geoid height was determined by GEOID03.
 JF0665
 JF0665.The dynamic height is computed by dividing the NAVD 88
 JF0665.geopotential number by the normal gravity value computed on the
 JF0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0665.degrees latitude (g = 980.6199 gals.).
 JF0665
 JF0665.The modeled gravity was interpolated from observed gravity values.
 JF0665
 JF0665;                    North         East    Units  Estimated Accuracy
 JF0665;SPC KS S     -   564,920.      519,670.      MT  (+/- 180 meters Scaled)
 JF0665
 JF0665                          SUPERSEDED SURVEY CONTROL
 JF0665
 JF0665  NGVD 29 (??/??/92)  418.959  (m)         1374.53   (f) ADJ UNCH    2 0
 JF0665
 JF0665.Superseded values are not recommended for survey control.
 JF0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0665.See file dsdata.txt to determine how the superseded data were derived.
 JF0665
 JF0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH634235(NAD 83)
 JF0665_MARKER: DB = BENCH MARK DISK
 JF0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0665+STABILITY: SURFACE MOTION
 JF0665
 JF0665  HISTORY     - Date     Condition        Report By
 JF0665  HISTORY     - UNK      MONUMENTED       CGS
 JF0665  HISTORY     - 1934     GOOD             NGS
 JF0665  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JF0665  HISTORY     - 19890601 MARK NOT FOUND   KSDT
 JF0665
 JF0665                          STATION DESCRIPTION
 JF0665
 JF0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0665'2.3 MI W FROM PEABODY.
 JF0665'2.3 MILES WEST OF PEABODY, ON THE SANTA FE R.R.  1 RAIL WEST OF
 JF0665'ROAD CROSSING 45 FEET SOUTH OF TRACK, MILE 170.3.
 JF0665
 JF0665                          STATION RECOVERY (1989)
 JF0665
 JF0665'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRL)
 JF0665'MARK NOT FOUND.
 JF0665
 JF0665                          STATION RECOVERY (1989)
 JF0665
 JF0665'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 JF0665'THIS BENCH MARK WAS SEARCHED FOR AND NOT FOUND THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1041 ***********************************************************************
 JF1041  DESIGNATION -  B 214
 JF1041  PID         -  JF1041
 JF1041  STATE/COUNTY-  KS/SALINE
 JF1041  USGS QUAD   -  ASSARIA (1978)
 JF1041
 JF1041                         *CURRENT SURVEY CONTROL
 JF1041  ___________________________________________________________________
 JF1041* NAD 83(1986)-  38 38 15.     (N)    097 33 23.     (W)     SCALED    
 JF1041* NAVD 88     -       415.370  (meters)    1362.76   (feet)  ADJUSTED  
 JF1041  ___________________________________________________________________
 JF1041  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 JF1041  DYNAMIC HT  -         415.076 (meters)    1361.80  (feet)  COMP
 JF1041  MODELED GRAV-     979,908.8   (mgal)                       NAVD 88
 JF1041
 JF1041  VERT ORDER  -  FIRST     CLASS II
 JF1041
 JF1041.The horizontal coordinates were scaled from a topographic map and have
 JF1041.an estimated accuracy of +/- 6 seconds.
 JF1041
 JF1041.The orthometric height was determined by differential leveling
 JF1041.and adjusted by the National Geodetic Survey in June 1991..
 JF1041
 JF1041.The geoid height was determined by GEOID03.
 JF1041
 JF1041.The dynamic height is computed by dividing the NAVD 88
 JF1041.geopotential number by the normal gravity value computed on the
 JF1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1041.degrees latitude (g = 980.6199 gals.).
 JF1041
 JF1041.The modeled gravity was interpolated from observed gravity values.
 JF1041
 JF1041;                    North         East    Units  Estimated Accuracy
 JF1041;SPC KS N     -    33,860.      438,620.      MT  (+/- 180 meters Scaled)
 JF1041
 JF1041                          SUPERSEDED SURVEY CONTROL
 JF1041
 JF1041  NGVD 29 (??/??/92)  415.235  (m)         1362.32   (f) ADJ UNCH    1 2
 JF1041
 JF1041.Superseded values are not recommended for survey control.
 JF1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1041.See file dsdata.txt to determine how the superseded data were derived.
 JF1041
 JF1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH256775(NAD 83)
 JF1041_MARKER: DB = BENCH MARK DISK
 JF1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1041_SP_SET: OVERPASS ABUTMENT
 JF1041_STAMPING: B 214 1934
 JF1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1041
 JF1041  HISTORY     - Date     Condition        Report By
 JF1041  HISTORY     - 1934     MONUMENTED       CGS
 JF1041  HISTORY     - 1952     GOOD             NGS
 JF1041
 JF1041                          STATION DESCRIPTION
 JF1041
 JF1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JF1041'3.2 MI NE FROM BRIDGEPORT.
 JF1041'3.15 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JF1041'THE FARMERS UNION ELEVATOR AT BRIDGEPORT, 6 FEET SOUTHEAST OF
 JF1041'THE SOUTHEAST RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN
 JF1041'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF OVERPASS
 JF1041'12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0409 ***********************************************************************
 JF0409  DESIGNATION -  B 215
 JF0409  PID         -  JF0409
 JF0409  STATE/COUNTY-  KS/MORRIS
 JF0409  USGS QUAD   -  HERINGTON (1972)
 JF0409
 JF0409                         *CURRENT SURVEY CONTROL
 JF0409  ___________________________________________________________________
 JF0409* NAD 83(1986)-  38 42 31.     (N)    096 55 39.     (W)     SCALED    
 JF0409* NAVD 88     -       414.718  (meters)    1360.62   (feet)  ADJUSTED  
 JF0409  ___________________________________________________________________
 JF0409  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 JF0409  DYNAMIC HT  -         414.426 (meters)    1359.66  (feet)  COMP
 JF0409  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 JF0409
 JF0409  VERT ORDER  -  SECOND    CLASS 0
 JF0409
 JF0409.The horizontal coordinates were scaled from a topographic map and have
 JF0409.an estimated accuracy of +/- 6 seconds.
 JF0409
 JF0409.The orthometric height was determined by differential leveling
 JF0409.and adjusted by the National Geodetic Survey in June 1991..
 JF0409
 JF0409.The geoid height was determined by GEOID03.
 JF0409
 JF0409.The dynamic height is computed by dividing the NAVD 88
 JF0409.geopotential number by the normal gravity value computed on the
 JF0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0409.degrees latitude (g = 980.6199 gals.).
 JF0409
 JF0409.The modeled gravity was interpolated from observed gravity values.
 JF0409
 JF0409;                    North         East    Units  Estimated Accuracy
 JF0409;SPC KS N     -    42,210.      493,290.      MT  (+/- 180 meters Scaled)
 JF0409
 JF0409                          SUPERSEDED SURVEY CONTROL
 JF0409
 JF0409  NGVD 29 (??/??/92)  414.573  (m)         1360.14   (f) ADJ UNCH    2 0
 JF0409
 JF0409.Superseded values are not recommended for survey control.
 JF0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0409.See file dsdata.txt to determine how the superseded data were derived.
 JF0409
 JF0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH802864(NAD 83)
 JF0409_MARKER: DB = BENCH MARK DISK
 JF0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0409_STAMPING: B 215 1934
 JF0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0409+STABILITY: SURFACE MOTION
 JF0409
 JF0409  HISTORY     - Date     Condition        Report By
 JF0409  HISTORY     - 1934     MONUMENTED       CGS
 JF0409  HISTORY     - 1935     GOOD             NGS
 JF0409  HISTORY     - 1956     MARK NOT FOUND   LOCENG
 JF0409
 JF0409                          STATION DESCRIPTION
 JF0409
 JF0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0409'2.5 MI NE FROM HERINGTON.
 JF0409'2.5 MILES NORTHEAST OF HERINGTON.  ON THE ROCK ISLAND R.R. 45
 JF0409'FEET NORTH OF THE TRACKS, 45 FEET WEST OF ROADCROSSING, 11
 JF0409'POLES EAST OF MILE POST 169 AND AT POLE 168/30.
 JF0409
 JF0409                          STATION RECOVERY (1956)
 JF0409
 JF0409'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1956
 JF0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0055 ***********************************************************************
 HH0055  DESIGNATION -  B 22
 HH0055  PID         -  HH0055
 HH0055  STATE/COUNTY-  KS/MEADE
 HH0055  USGS QUAD   -  MISSLER (1963)
 HH0055
 HH0055                         *CURRENT SURVEY CONTROL
 HH0055  ___________________________________________________________________
 HH0055* NAD 83(1986)-  37 18 53.     (N)    100 28 27.     (W)     SCALED    
 HH0055* NAVD 88     -       824.920  (meters)    2706.43   (feet)  ADJUSTED  
 HH0055  ___________________________________________________________________
 HH0055  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 HH0055  DYNAMIC HT  -         824.151 (meters)    2703.90  (feet)  COMP
 HH0055  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 HH0055
 HH0055  VERT ORDER  -  SECOND    CLASS 0
 HH0055
 HH0055.The horizontal coordinates were scaled from a topographic map and have
 HH0055.an estimated accuracy of +/- 6 seconds.
 HH0055
 HH0055.The orthometric height was determined by differential leveling
 HH0055.and adjusted by the National Geodetic Survey in June 1991..
 HH0055
 HH0055.The geoid height was determined by GEOID03.
 HH0055
 HH0055.The dynamic height is computed by dividing the NAVD 88
 HH0055.geopotential number by the normal gravity value computed on the
 HH0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0055.degrees latitude (g = 980.6199 gals.).
 HH0055
 HH0055.The modeled gravity was interpolated from observed gravity values.
 HH0055
 HH0055;                    North         East    Units  Estimated Accuracy
 HH0055;SPC KS S     -   473,780.      225,020.      MT  (+/- 180 meters Scaled)
 HH0055
 HH0055                          SUPERSEDED SURVEY CONTROL
 HH0055
 HH0055  NGVD 29 (??/??/92)  824.563  (m)         2705.25   (f) ADJ UNCH    2 0
 HH0055
 HH0055.Superseded values are not recommended for survey control.
 HH0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0055.See file dsdata.txt to determine how the superseded data were derived.
 HH0055
 HH0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG693308(NAD 83)
 HH0055_MARKER: DB = BENCH MARK DISK
 HH0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0055_STAMPING: B 22 1933
 HH0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0055+STABILITY: SURFACE MOTION
 HH0055
 HH0055  HISTORY     - Date     Condition        Report By
 HH0055  HISTORY     - 1933     MONUMENTED       CGS
 HH0055  HISTORY     - 1963     MARK NOT FOUND   USGS
 HH0055
 HH0055                          STATION DESCRIPTION
 HH0055
 HH0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0055'7.4 MI NE FROM PLAINS.
 HH0055'ABOUT 7.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0055'PACIFIC RAILWAY FROM THE STATION AT PLAINS, MEADE COUNTY, ABOUT
 HH0055'38 POLES SOUTHWEST OF MILEPOST 398, AT A PUBLIC ROAD CROSSING,
 HH0055'60 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 36 FEET NORTHWEST
 HH0055'OF THE CENTER LINE OF THE TRACK, AND 9 FEET NORTHEAST OF A POLE.
 HH0055'A STANDARD DISK, STAMPED B 22 1933 AND SET IN THE TOP OF A
 HH0055'CONCRETE POST.
 HH0055
 HH0055                          STATION RECOVERY (1963)
 HH0055
 HH0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HH0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0991 ***********************************************************************
 JE0991  DESIGNATION -  B 221
 JE0991  PID         -  JE0991
 JE0991  STATE/COUNTY-  KS/FRANKLIN
 JE0991  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE0991
 JE0991                         *CURRENT SURVEY CONTROL
 JE0991  ___________________________________________________________________
 JE0991* NAD 83(1986)-  38 36 40.     (N)    095 16 04.     (W)     SCALED    
 JE0991* NAVD 88     -       276.163  (meters)     906.04   (feet)  ADJUSTED  
 JE0991  ___________________________________________________________________
 JE0991  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0991  DYNAMIC HT  -         275.973 (meters)     905.42  (feet)  COMP
 JE0991  MODELED GRAV-     979,933.0   (mgal)                       NAVD 88
 JE0991
 JE0991  VERT ORDER  -  SECOND    CLASS 0
 JE0991
 JE0991.The horizontal coordinates were scaled from a topographic map and have
 JE0991.an estimated accuracy of +/- 6 seconds.
 JE0991
 JE0991.The orthometric height was determined by differential leveling
 JE0991.and adjusted by the National Geodetic Survey in June 1991..
 JE0991
 JE0991.The geoid height was determined by GEOID03.
 JE0991
 JE0991.The dynamic height is computed by dividing the NAVD 88
 JE0991.geopotential number by the normal gravity value computed on the
 JE0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0991.degrees latitude (g = 980.6199 gals.).
 JE0991
 JE0991.The modeled gravity was interpolated from observed gravity values.
 JE0991
 JE0991;                    North         East    Units  Estimated Accuracy
 JE0991;SPC KS S     -   620,690.      681,470.      MT  (+/- 180 meters Scaled)
 JE0991
 JE0991                          SUPERSEDED SURVEY CONTROL
 JE0991
 JE0991  NGVD 29 (??/??/92)  276.043  (m)          905.65   (f) ADJ UNCH    2 0
 JE0991
 JE0991.Superseded values are not recommended for survey control.
 JE0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0991.See file dsdata.txt to determine how the superseded data were derived.
 JE0991
 JE0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC025760(NAD 83)
 JE0991_MARKER: DB = BENCH MARK DISK
 JE0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0991_STAMPING: B 221 1934
 JE0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0991+STABILITY: SURFACE MOTION
 JE0991
 JE0991  HISTORY     - Date     Condition        Report By
 JE0991  HISTORY     - 1934     MONUMENTED       CGS
 JE0991  HISTORY     - 1950     GOOD             NGS
 JE0991  HISTORY     - 20051013 MARK NOT FOUND   GEOCAC
 JE0991
 JE0991                          STATION DESCRIPTION
 JE0991
 JE0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0991'AT OTTAWA.
 JE0991'AT OTTAWA, FRANKLIN COUNTY, AT THE PUBLIC SCHOOL, IN THE
 JE0991'NORTHEAST CORNER OF THE GROUNDS, 17 FEET WEST OF THE MAIN
 JE0991'STREET SIDEWALK, 3 FEET SOUTH OF THE FIFTH STREET SIDEWALK,
 JE0991'AND 2 FEET WEST OF THE WALK TO THE ENTRANCE.  A STANDARD DISK,
 JE0991'STAMPED B 221 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JE0991'WITH THE GROUND.
 JE0991
 JE0991                          STATION RECOVERY (2005)
 JE0991
 JE0991'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0991'A CONCRETE POST WAS FOUND AT THE LOCATION DESCRIBED.  THE TOP OF THE
 JE0991'POST IS CHIPPED AND THE DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0887 ***********************************************************************
 JE0887  DESIGNATION -  B 222
 JE0887  PID         -  JE0887
 JE0887  STATE/COUNTY-  KS/MIAMI
 JE0887  USGS QUAD   -  LOUISBURG (1957)
 JE0887
 JE0887                         *CURRENT SURVEY CONTROL
 JE0887  ___________________________________________________________________
 JE0887* NAD 83(1986)-  38 37 19.     (N)    094 40 33.     (W)     SCALED    
 JE0887* NAVD 88     -       319.658  (meters)    1048.74   (feet)  ADJUSTED  
 JE0887  ___________________________________________________________________
 JE0887  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JE0887  DYNAMIC HT  -         319.437 (meters)    1048.02  (feet)  COMP
 JE0887  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 JE0887
 JE0887  VERT ORDER  -  SECOND    CLASS 0
 JE0887
 JE0887.The horizontal coordinates were scaled from a topographic map and have
 JE0887.an estimated accuracy of +/- 6 seconds.
 JE0887
 JE0887.The orthometric height was determined by differential leveling
 JE0887.and adjusted by the National Geodetic Survey in June 1991..
 JE0887
 JE0887.The geoid height was determined by GEOID03.
 JE0887
 JE0887.The dynamic height is computed by dividing the NAVD 88
 JE0887.geopotential number by the normal gravity value computed on the
 JE0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0887.degrees latitude (g = 980.6199 gals.).
 JE0887
 JE0887.The modeled gravity was interpolated from observed gravity values.
 JE0887
 JE0887;                    North         East    Units  Estimated Accuracy
 JE0887;SPC KS S     -   623,840.      732,940.      MT  (+/- 180 meters Scaled)
 JE0887
 JE0887                          SUPERSEDED SURVEY CONTROL
 JE0887
 JE0887  NGVD 29 (??/??/92)  319.505  (m)         1048.24   (f) ADJ UNCH    2 0
 JE0887
 JE0887.Superseded values are not recommended for survey control.
 JE0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0887.See file dsdata.txt to determine how the superseded data were derived.
 JE0887
 JE0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC541761(NAD 83)
 JE0887_MARKER: DB = BENCH MARK DISK
 JE0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0887_STAMPING: B 222 1934
 JE0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0887+STABILITY: SURFACE MOTION
 JE0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0887+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2005
 JE0887
 JE0887  HISTORY     - Date     Condition        Report By
 JE0887  HISTORY     - 1934     MONUMENTED       CGS
 JE0887  HISTORY     - 1955     GOOD             NGS
 JE0887  HISTORY     - 20051209 GOOD             INDIV
 JE0887
 JE0887                          STATION DESCRIPTION
 JE0887
 JE0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JE0887'0.1 MI E FROM LOUISBURG.
 JE0887'0.1 MILE EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM THE
 JE0887'STATION AT LOUISBURG, AT POLE 316/5, AT THE CROSSING OF U.S.
 JE0887'HIGHWAY 69, 80 FEET SOUTHEAST OF THE CENTER OF THE CROSSING,
 JE0887'67 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTH
 JE0887'OF THE SOUTH RAIL, 24 FEET EAST OF A FENCE CORNER, AND 2 FEET
 JE0887'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 JE0887'B 222 1934 AND SET IN THE TOP OF A CONCRETE POST.  THE MARK IS
 JE0887'42 FEET SOUTH AND 75 FEET EAST OF THE CROSSING OF THE RAILROAD
 JE0887'AND U.S. HIGHWAY 69.
 JE0887
 JE0887                          STATION RECOVERY (2005)
 JE0887
 JE0887'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JWS)
 JE0887'MISSOURI, KANSAS, TEXAS RAILROAD TRACKS HAVE BEEN TAKEN UP AT CROSSING
 JE0887'WITH METCALF AVENUE (OLD 69 HWY).  CROSSING LOCATION APPROXIMATELY 600
 JE0887'FEET NORTH ALONG METCALF OF INTERSECTION WITH KS HWY 68.  SOUTH RIGHT
 JE0887'OF WAY FENCE STILL IN PLACE.  MILE MARKER POLE MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0103 ***********************************************************************
 JF0103  DESIGNATION -  B 223
 JF0103  PID         -  JF0103
 JF0103  STATE/COUNTY-  KS/LYON
 JF0103  USGS QUAD   -  AMERICUS (1972)
 JF0103
 JF0103                         *CURRENT SURVEY CONTROL
 JF0103  ___________________________________________________________________
 JF0103* NAD 83(1986)-  38 30 24.     (N)    096 15 54.     (W)     SCALED    
 JF0103* NAVD 88     -       351.365  (meters)    1152.77   (feet)  ADJUSTED  
 JF0103  ___________________________________________________________________
 JF0103  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 JF0103  DYNAMIC HT  -         351.113 (meters)    1151.94  (feet)  COMP
 JF0103  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 JF0103
 JF0103  VERT ORDER  -  SECOND    CLASS 0
 JF0103
 JF0103.The horizontal coordinates were scaled from a topographic map and have
 JF0103.an estimated accuracy of +/- 6 seconds.
 JF0103
 JF0103.The orthometric height was determined by differential leveling
 JF0103.and adjusted by the National Geodetic Survey in June 1991..
 JF0103
 JF0103.The geoid height was determined by GEOID03.
 JF0103
 JF0103.The dynamic height is computed by dividing the NAVD 88
 JF0103.geopotential number by the normal gravity value computed on the
 JF0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0103.degrees latitude (g = 980.6199 gals.).
 JF0103
 JF0103.The modeled gravity was interpolated from observed gravity values.
 JF0103
 JF0103;                    North         East    Units  Estimated Accuracy
 JF0103;SPC KS S     -   606,560.      594,930.      MT  (+/- 180 meters Scaled)
 JF0103
 JF0103                          SUPERSEDED SURVEY CONTROL
 JF0103
 JF0103  NGVD 29 (??/??/92)  351.230  (m)         1152.33   (f) ADJ UNCH    2 0
 JF0103
 JF0103.Superseded values are not recommended for survey control.
 JF0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0103.See file dsdata.txt to determine how the superseded data were derived.
 JF0103
 JF0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH384655(NAD 83)
 JF0103_MARKER: DB = BENCH MARK DISK
 JF0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0103+STABILITY: SURFACE MOTION
 JF0103
 JF0103  HISTORY     - Date     Condition        Report By
 JF0103  HISTORY     - UNK      MONUMENTED       CGS
 JF0103  HISTORY     - 1935     GOOD             NGS
 JF0103  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0103
 JF0103                          STATION DESCRIPTION
 JF0103
 JF0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0103'0.2 MI NW FROM AMERICUS.
 JF0103'0.2 MILE N.W. OF AMERICUS STATION ALONG M-K-T RR. 0.5 MILE N.
 JF0103'OF MP 104.  MARK IS AT FENCE, 14 YDS. W. OF CENTER LINE OF
 JF0103'MAIN TRACK, 34 YDS. N. OF CENTER LINE OF HIGHWAY CROSSING AND
 JF0103'6 YDS. N.W. OF FENCE CORNER.  NOTE-- OLD RR HAS BEEN ABANDONED
 JF0103'AND RR DEPOT IS GONE.
 JF0103
 JF0103                          STATION RECOVERY (1968)
 JF0103
 JF0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0380 ***********************************************************************
 JF0380  DESIGNATION -  B 224
 JF0380  PID         -  JF0380
 JF0380  STATE/COUNTY-  KS/GEARY
 JF0380  USGS QUAD   -  WREFORD (1964)
 JF0380
 JF0380                         *CURRENT SURVEY CONTROL
 JF0380  ___________________________________________________________________
 JF0380* NAD 83(1986)-  38 55 54.     (N)    096 50 41.     (W)     SCALED    
 JF0380* NAVD 88     -       348.767  (meters)    1144.25   (feet)  ADJUSTED  
 JF0380  ___________________________________________________________________
 JF0380  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 JF0380  DYNAMIC HT  -         348.524 (meters)    1143.45  (feet)  COMP
 JF0380  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 JF0380
 JF0380  VERT ORDER  -  SECOND    CLASS 0
 JF0380
 JF0380.The horizontal coordinates were scaled from a topographic map and have
 JF0380.an estimated accuracy of +/- 6 seconds.
 JF0380
 JF0380.The orthometric height was determined by differential leveling
 JF0380.and adjusted by the National Geodetic Survey in June 1991..
 JF0380
 JF0380.The geoid height was determined by GEOID03.
 JF0380
 JF0380.The dynamic height is computed by dividing the NAVD 88
 JF0380.geopotential number by the normal gravity value computed on the
 JF0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0380.degrees latitude (g = 980.6199 gals.).
 JF0380
 JF0380.The modeled gravity was interpolated from observed gravity values.
 JF0380
 JF0380;                    North         East    Units  Estimated Accuracy
 JF0380;SPC KS N     -    67,060.      500,170.      MT  (+/- 180 meters Scaled)
 JF0380
 JF0380                          SUPERSEDED SURVEY CONTROL
 JF0380
 JF0380  NGVD 29 (??/??/92)  348.643  (m)         1143.84   (f) ADJ UNCH    2 0
 JF0380
 JF0380.Superseded values are not recommended for survey control.
 JF0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0380.See file dsdata.txt to determine how the superseded data were derived.
 JF0380
 JF0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ868114(NAD 83)
 JF0380_MARKER: DB = BENCH MARK DISK
 JF0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0380+STABILITY: SURFACE MOTION
 JF0380
 JF0380  HISTORY     - Date     Condition        Report By
 JF0380  HISTORY     - UNK      MONUMENTED       CGS
 JF0380  HISTORY     - 1935     GOOD             NGS
 JF0380  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0380
 JF0380                          STATION DESCRIPTION
 JF0380
 JF0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0380'5.7 MI NW FROM SKIDDY.
 JF0380'5.7 MILES N. W. OF SKIDDY STATION, ALONG M. K. AND T. RR. 250 YDS.
 JF0380'S. OF MP 150.  MARK IS AT FENCE, 15 YDS. W. OF CENTER LINE OF TRACK
 JF0380'AND 3 YDS. N. OF CENTER LINE OF FARM CROSSING AND 150 YDS. N.
 JF0380'OF BRIDGE B 149.8.  NOTE-- OLD RAILROAD HAS BEEN ABANDONED.
 JF0380
 JF0380                          STATION RECOVERY (1968)
 JF0380
 JF0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0018 ***********************************************************************
 JF0018  DESIGNATION -  B 229
 JF0018  PID         -  JF0018
 JF0018  STATE/COUNTY-  KS/MORRIS
 JF0018  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0018
 JF0018                         *CURRENT SURVEY CONTROL
 JF0018  ___________________________________________________________________
 JF0018* NAD 83(1986)-  38 39 35.     (N)    096 29 22.     (W)     SCALED    
 JF0018* NAVD 88     -       376.031  (meters)    1233.69   (feet)  ADJUSTED  
 JF0018  ___________________________________________________________________
 JF0018  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 JF0018  DYNAMIC HT  -         375.765 (meters)    1232.82  (feet)  COMP
 JF0018  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 JF0018
 JF0018  VERT ORDER  -  SECOND    CLASS 0
 JF0018
 JF0018.The horizontal coordinates were scaled from a topographic map and have
 JF0018.an estimated accuracy of +/- 6 seconds.
 JF0018
 JF0018.The orthometric height was determined by differential leveling
 JF0018.and adjusted by the National Geodetic Survey in June 1991..
 JF0018
 JF0018.The geoid height was determined by GEOID03.
 JF0018
 JF0018.The dynamic height is computed by dividing the NAVD 88
 JF0018.geopotential number by the normal gravity value computed on the
 JF0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0018.degrees latitude (g = 980.6199 gals.).
 JF0018
 JF0018.The modeled gravity was interpolated from observed gravity values.
 JF0018
 JF0018;                    North         East    Units  Estimated Accuracy
 JF0018;SPC KS N     -    37,330.      531,470.      MT  (+/- 180 meters Scaled)
 JF0018
 JF0018                          SUPERSEDED SURVEY CONTROL
 JF0018
 JF0018  NGVD 29 (??/??/92)  375.886  (m)         1233.22   (f) ADJ UNCH    2 0
 JF0018
 JF0018.Superseded values are not recommended for survey control.
 JF0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0018.See file dsdata.txt to determine how the superseded data were derived.
 JF0018
 JF0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH184820(NAD 83)
 JF0018_MARKER: DB = BENCH MARK DISK
 JF0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0018+STABILITY: SURFACE MOTION
 JF0018
 JF0018  HISTORY     - Date     Condition        Report By
 JF0018  HISTORY     - UNK      MONUMENTED       CGS
 JF0018  HISTORY     - 1935     GOOD             NGS
 JF0018  HISTORY     - 1968     POOR             NGS
 JF0018
 JF0018                          STATION DESCRIPTION
 JF0018
 JF0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0018'IN COUNCIL GROVE.
 JF0018'IN S.W. CORNER OF COUNCIL GROVE HIGH SCHOOL YARD, 1 BLOCK S.
 JF0018'OF JUNCTION OF U.S. HIGHWAY 50-N AND KANSAS HIGHWAY 57 AND
 JF0018'1/2 BLOCK N. OF MO. PAC. RR.  MARK IS 2 FT. E. OF CONCRETE WALK
 JF0018'AND 2 YDS. N. OF N. CURB OF ALLEY.
 JF0018
 JF0018                          STATION RECOVERY (1968)
 JF0018
 JF0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0018'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0524 ***********************************************************************
 HG0524  DESIGNATION -  B 23
 HG0524  PID         -  HG0524
 HG0524  STATE/COUNTY-  KS/FORD
 HG0524  USGS QUAD   -  BLOOM (1967)
 HG0524
 HG0524                         *CURRENT SURVEY CONTROL
 HG0524  ___________________________________________________________________
 HG0524* NAD 83(1986)-  37 28 48.     (N)    099 55 07.     (W)     SCALED    
 HG0524* NAVD 88     -       785.359  (meters)    2576.63   (feet)  ADJUSTED  
 HG0524  ___________________________________________________________________
 HG0524  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 HG0524  DYNAMIC HT  -         784.655 (meters)    2574.32  (feet)  COMP
 HG0524  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 HG0524
 HG0524  VERT ORDER  -  SECOND    CLASS 0
 HG0524
 HG0524.The horizontal coordinates were scaled from a topographic map and have
 HG0524.an estimated accuracy of +/- 6 seconds.
 HG0524
 HG0524.The orthometric height was determined by differential leveling
 HG0524.and adjusted by the National Geodetic Survey in June 1991..
 HG0524
 HG0524.The geoid height was determined by GEOID03.
 HG0524
 HG0524.The dynamic height is computed by dividing the NAVD 88
 HG0524.geopotential number by the normal gravity value computed on the
 HG0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0524.degrees latitude (g = 980.6199 gals.).
 HG0524
 HG0524.The modeled gravity was interpolated from observed gravity values.
 HG0524
 HG0524;                    North         East    Units  Estimated Accuracy
 HG0524;SPC KS S     -   491,220.      274,530.      MT  (+/- 180 meters Scaled)
 HG0524
 HG0524                          SUPERSEDED SURVEY CONTROL
 HG0524
 HG0524  NGVD 29 (??/??/92)  785.025  (m)         2575.54   (f) ADJ UNCH    2 0
 HG0524
 HG0524.Superseded values are not recommended for survey control.
 HG0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0524.See file dsdata.txt to determine how the superseded data were derived.
 HG0524
 HG0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG187485(NAD 83)
 HG0524_MARKER: DB = BENCH MARK DISK
 HG0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0524_SP_SET: CULVERT
 HG0524_STAMPING: B 23 1933
 HG0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0524
 HG0524  HISTORY     - Date     Condition        Report By
 HG0524  HISTORY     - 1933     MONUMENTED       CGS
 HG0524  HISTORY     - 1966     MARK NOT FOUND   USGS
 HG0524
 HG0524                          STATION DESCRIPTION
 HG0524
 HG0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0524'1.4 MI SW FROM BLOOM.
 HG0524'ABOUT 1.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HG0524'PACIFIC RAILWAY FROM THE STATION AT BLOOM, FORD COUNTY, ABOUT
 HG0524'9 POLES SOUTHWEST OF MILEPOST 364, 21 FEET SOUTHEAST OF THE
 HG0524'CENTER LINE OF THE TRACK, AND IN THE TOP OF THE SOUTHWEST END
 HG0524'OF THE SOUTHEAST CONCRETE HEAD WALL OF A CONCRETE CULVERT.
 HG0524'A STANDARD DISK, STAMPED B 23 1933.  NOTE-- THE SITE OF THE
 HG0524'MARK IS COVERED BY A RAILROAD FILL.  THE FILL IS ADJACENT TO
 HG0524'THE MAIN LINE AND WAS BUILT IN 1966 FOR A LONG SIDING BESIDE
 HG0524'THE MAIN TRACK.
 HG0524
 HG0524                          STATION RECOVERY (1966)
 HG0524
 HG0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HG0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1287 ***********************************************************************
 JE1287  DESIGNATION -  B 230
 JE1287  PID         -  JE1287
 JE1287  STATE/COUNTY-  KS/OSAGE
 JE1287  USGS QUAD   -  OSAGE CITY (1971)
 JE1287
 JE1287                         *CURRENT SURVEY CONTROL
 JE1287  ___________________________________________________________________
 JE1287* NAD 83(1986)-  38 38 19.     (N)    095 49 24.     (W)     SCALED    
 JE1287* NAVD 88     -       329.225  (meters)    1080.13   (feet)  ADJUSTED  
 JE1287  ___________________________________________________________________
 JE1287  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JE1287  DYNAMIC HT  -         328.994 (meters)    1079.37  (feet)  COMP
 JE1287  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 JE1287
 JE1287  VERT ORDER  -  SECOND    CLASS 0
 JE1287
 JE1287.The horizontal coordinates were scaled from a topographic map and have
 JE1287.an estimated accuracy of +/- 6 seconds.
 JE1287
 JE1287.The orthometric height was determined by differential leveling
 JE1287.and adjusted by the National Geodetic Survey in June 1991..
 JE1287
 JE1287.The geoid height was determined by GEOID03.
 JE1287
 JE1287.The dynamic height is computed by dividing the NAVD 88
 JE1287.geopotential number by the normal gravity value computed on the
 JE1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1287.degrees latitude (g = 980.6199 gals.).
 JE1287
 JE1287.The modeled gravity was interpolated from observed gravity values.
 JE1287
 JE1287;                    North         East    Units  Estimated Accuracy
 JE1287;SPC KS S     -   622,210.      633,020.      MT  (+/- 180 meters Scaled)
 JE1287
 JE1287                          SUPERSEDED SURVEY CONTROL
 JE1287
 JE1287  NGVD 29 (??/??/92)  329.080  (m)         1079.66   (f) ADJ UNCH    2 0
 JE1287
 JE1287.Superseded values are not recommended for survey control.
 JE1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1287.See file dsdata.txt to determine how the superseded data were derived.
 JE1287
 JE1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC542804(NAD 83)
 JE1287_MARKER: DB = BENCH MARK DISK
 JE1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1287+STABILITY: SURFACE MOTION
 JE1287
 JE1287  HISTORY     - Date     Condition        Report By
 JE1287  HISTORY     - UNK      MONUMENTED       CGS
 JE1287  HISTORY     - 1934     GOOD             NGS
 JE1287  HISTORY     - 1970     MARK NOT FOUND   USGS
 JE1287  HISTORY     - 1970     MARK NOT FOUND   USGS
 JE1287
 JE1287                          STATION DESCRIPTION
 JE1287
 JE1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1287'IN OSAGE CITY.
 JE1287'IN OSAGE CITY IN CONCRETE INTER-LOCKING FOUNDATION AT MISSOURI
 JE1287'PACIFIC-SANTA FE CROSSING, 1/4 MILE N. OF SANTE FE STATION AND
 JE1287'1/4 MILE E. OF MO. PAC. STATION.  MARK IS 5 YDS. S. OF CENTER
 JE1287'LINE OF MO. PAC. TRACK, 3 YDS. W. OF CENTER LINE OF W. TRACK OF
 JE1287'SANTA FE AND 15 YDS. S. OF CROSSING TOWER.  NOTE-- SIGNALS AND
 JE1287'FOUNDATIONS HAVE BEEN REMOVED.
 JE1287
 JE1287                          STATION RECOVERY (1970)
 JE1287
 JE1287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JE1287'MARK NOT FOUND.
 JE1287
 JE1287                          STATION RECOVERY (1970)
 JE1287
 JE1287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JE1287'SIGNALS AND FOUNDATIONS IN THE IMMEDIATE AREA HAVE BEEN REMOVED. MARK
 JE1287'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1329 ***********************************************************************
 JE1329  DESIGNATION -  B 231
 JE1329  PID         -  JE1329
 JE1329  STATE/COUNTY-  KS/WABAUNSEE
 JE1329  USGS QUAD   -  HARVEYVILLE (1972)
 JE1329
 JE1329                         *CURRENT SURVEY CONTROL
 JE1329  ___________________________________________________________________
 JE1329* NAD 83(1986)-  38 48 11.     (N)    095 59 14.     (W)     SCALED    
 JE1329* NAVD 88     -       350.323  (meters)    1149.35   (feet)  ADJUSTED  
 JE1329  ___________________________________________________________________
 JE1329  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JE1329  DYNAMIC HT  -         350.083 (meters)    1148.56  (feet)  COMP
 JE1329  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 JE1329
 JE1329  VERT ORDER  -  SECOND    CLASS 0
 JE1329
 JE1329.The horizontal coordinates were scaled from a topographic map and have
 JE1329.an estimated accuracy of +/- 6 seconds.
 JE1329
 JE1329.The orthometric height was determined by differential leveling
 JE1329.and adjusted by the National Geodetic Survey in June 1991..
 JE1329
 JE1329.The geoid height was determined by GEOID03.
 JE1329
 JE1329.The dynamic height is computed by dividing the NAVD 88
 JE1329.geopotential number by the normal gravity value computed on the
 JE1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1329.degrees latitude (g = 980.6199 gals.).
 JE1329
 JE1329.The modeled gravity was interpolated from observed gravity values.
 JE1329
 JE1329;                    North         East    Units  Estimated Accuracy
 JE1329;SPC KS N     -    54,090.      574,830.      MT  (+/- 180 meters Scaled)
 JE1329
 JE1329                          SUPERSEDED SURVEY CONTROL
 JE1329
 JE1329  NGVD 29 (??/??/92)  350.183  (m)         1148.89   (f) ADJ UNCH    2 0
 JE1329
 JE1329.Superseded values are not recommended for survey control.
 JE1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1329.See file dsdata.txt to determine how the superseded data were derived.
 JE1329
 JE1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC405991(NAD 83)
 JE1329_MARKER: DB = BENCH MARK DISK
 JE1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1329+STABILITY: SURFACE MOTION
 JE1329
 JE1329  HISTORY     - Date     Condition        Report By
 JE1329  HISTORY     - UNK      MONUMENTED       CGS
 JE1329  HISTORY     - 1934     GOOD             NGS
 JE1329  HISTORY     - 1968     MARK NOT FOUND   NGS
 JE1329  HISTORY     - 1968     MARK NOT FOUND   USGS
 JE1329
 JE1329                          STATION DESCRIPTION
 JE1329
 JE1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1329'1.8 MI NW FROM HARVEYVILLE.
 JE1329'1.8 MILES NW. OF HARVEYVILLE.  ALONG A.T. AND S.F.R.R., 0.25
 JE1329'MILE NW. OF MP 10.  MARK IS 5 YDS. N. OF CENTERLINE OF TRACK,
 JE1329'AT E. END OF CURVE, 48 YDS. W. OF FARM CROSSING AND 4 YDS. S.
 JE1329'OF TELEGRAPH POLE.
 JE1329
 JE1329                          STATION RECOVERY (1968)
 JE1329
 JE1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JE1329'MARK NOT FOUND.
 JE1329
 JE1329                          STATION RECOVERY (1968)
 JE1329
 JE1329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JE1329'THIS MARK SHOULD STILL BE IN PLACE BUT WEEDS OF BRUSH WERE TO BAD TO
 JE1329'RECOVER MARK,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1183 ***********************************************************************
 JE1183  DESIGNATION -  B 233
 JE1183  PID         -  JE1183
 JE1183  STATE/COUNTY-  KS/COFFEY
 JE1183  USGS QUAD   -  BURLINGTON (1979)
 JE1183
 JE1183                         *CURRENT SURVEY CONTROL
 JE1183  ___________________________________________________________________
 JE1183* NAD 83(1986)-  38 11 22.     (N)    095 44 36.     (W)     SCALED    
 JE1183* NAVD 88     -       316.334  (meters)    1037.84   (feet)  ADJUSTED  
 JE1183  ___________________________________________________________________
 JE1183  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JE1183  DYNAMIC HT  -         316.100 (meters)    1037.07  (feet)  COMP
 JE1183  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 JE1183
 JE1183  VERT ORDER  -  SECOND    CLASS 0
 JE1183
 JE1183.The horizontal coordinates were scaled from a topographic map and have
 JE1183.an estimated accuracy of +/- 6 seconds.
 JE1183
 JE1183.The orthometric height was determined by differential leveling
 JE1183.and adjusted by the National Geodetic Survey in June 1991..
 JE1183
 JE1183.The geoid height was determined by GEOID03.
 JE1183
 JE1183.The dynamic height is computed by dividing the NAVD 88
 JE1183.geopotential number by the normal gravity value computed on the
 JE1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1183.degrees latitude (g = 980.6199 gals.).
 JE1183
 JE1183.The modeled gravity was interpolated from observed gravity values.
 JE1183
 JE1183;                    North         East    Units  Estimated Accuracy
 JE1183;SPC KS S     -   572,580.      641,450.      MT  (+/- 180 meters Scaled)
 JE1183
 JE1183                          SUPERSEDED SURVEY CONTROL
 JE1183
 JE1183  NGVD 29 (??/??/92)  316.179  (m)         1037.33   (f) ADJ UNCH    2 0
 JE1183
 JE1183.Superseded values are not recommended for survey control.
 JE1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1183.See file dsdata.txt to determine how the superseded data were derived.
 JE1183
 JE1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC597303(NAD 83)
 JE1183_MARKER: DB = BENCH MARK DISK
 JE1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1183_STAMPING: B 233 1934
 JE1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1183+STABILITY: SURFACE MOTION
 JE1183
 JE1183  HISTORY     - Date     Condition        Report By
 JE1183  HISTORY     - 1934     MONUMENTED       CGS
 JE1183  HISTORY     - 1951     GOOD             NGS
 JE1183  HISTORY     - 1966     POOR             NGS
 JE1183
 JE1183                          STATION DESCRIPTION
 JE1183
 JE1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1183'AT BURLINGTON.
 JE1183'ABOUT 117 FEET EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JE1183'STATION, 60 FEET WEST OF THE CENTER OF ROAD, 18 FEET NORTH OF
 JE1183'THE CENTER OF TRACK, 3 FEET NORTH OF A BRICK WALL AND 1 FOOT
 JE1183'NORTH OF A TELEGRAPH POLE.  THE DISK IS SET IN THE TOP OF A
 JE1183'CONCRETE POST AND THE POST PROJECTS 4 INCHES.
 JE1183
 JE1183                          STATION RECOVERY (1966)
 JE1183
 JE1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 JE1183'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0766 ***********************************************************************
 HF0766  DESIGNATION -  B 239
 HF0766  PID         -  HF0766
 HF0766  STATE/COUNTY-  KS/SUMNER
 HF0766  USGS QUAD   -  MAYFIELD (1971)
 HF0766
 HF0766                         *CURRENT SURVEY CONTROL
 HF0766  ___________________________________________________________________
 HF0766* NAD 83(1986)-  37 15 41.     (N)    097 32 45.     (W)     SCALED    
 HF0766* NAVD 88     -       390.336  (meters)    1280.63   (feet)  ADJUSTED  
 HF0766  ___________________________________________________________________
 HF0766  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0766  DYNAMIC HT  -         390.015 (meters)    1279.57  (feet)  COMP
 HF0766  MODELED GRAV-     979,798.7   (mgal)                       NAVD 88
 HF0766
 HF0766  VERT ORDER  -  SECOND    CLASS 0
 HF0766
 HF0766.The horizontal coordinates were scaled from a topographic map and have
 HF0766.an estimated accuracy of +/- 6 seconds.
 HF0766
 HF0766.The orthometric height was determined by differential leveling
 HF0766.and adjusted by the National Geodetic Survey in June 1991..
 HF0766
 HF0766.The geoid height was determined by GEOID03.
 HF0766
 HF0766.The dynamic height is computed by dividing the NAVD 88
 HF0766.geopotential number by the normal gravity value computed on the
 HF0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0766.degrees latitude (g = 980.6199 gals.).
 HF0766
 HF0766.The modeled gravity was interpolated from observed gravity values.
 HF0766
 HF0766;                    North         East    Units  Estimated Accuracy
 HF0766;SPC KS S     -   466,440.      484,640.      MT  (+/- 180 meters Scaled)
 HF0766
 HF0766                          SUPERSEDED SURVEY CONTROL
 HF0766
 HF0766  NGVD 29 (??/??/92)  390.214  (m)         1280.23   (f) ADJ UNCH    2 0
 HF0766
 HF0766.Superseded values are not recommended for survey control.
 HF0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0766.See file dsdata.txt to determine how the superseded data were derived.
 HF0766
 HF0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG289248(NAD 83)
 HF0766_MARKER: DB = BENCH MARK DISK
 HF0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0766_STAMPING: B 239 1934
 HF0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0766+STABILITY: SURFACE MOTION
 HF0766
 HF0766  HISTORY     - Date     Condition        Report By
 HF0766  HISTORY     - 1934     MONUMENTED       CGS
 HF0766  HISTORY     - 1962     GOOD             NGS
 HF0766
 HF0766                          STATION DESCRIPTION
 HF0766
 HF0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0766'AT MAYFIELD.
 HF0766'5 RAILS EAST OF MILEPOST 247, 11.3 FEET NORTH OF THE NORTH RAIL
 HF0766'OF THE MAIN TRACK, 7.3 FEET SOUTH OF THE SOUTH RAIL OF SPUR
 HF0766'TRACK, 1.3 FEET SOUTHEAST OF BRICK PLATFORM, 0.4 FOOT BELOW
 HF0766'SURFACE OF BRICK PLATFORM, SET IN A SQUARE CONCRETE POST ABOUT
 HF0766'1 INCH BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0322 ***********************************************************************
 HF0322  DESIGNATION -  B 241
 HF0322  PID         -  HF0322
 HF0322  STATE/COUNTY-  KS/BUTLER
 HF0322  USGS QUAD   -  EL DORADO (1979)
 HF0322
 HF0322                         *CURRENT SURVEY CONTROL
 HF0322  ___________________________________________________________________
 HF0322* NAD 83(1986)-  37 51 04.     (N)    096 49 24.     (W)     SCALED    
 HF0322* NAVD 88     -       402.520  (meters)    1320.60   (feet)  ADJUSTED  
 HF0322  ___________________________________________________________________
 HF0322  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HF0322  DYNAMIC HT  -         402.211 (meters)    1319.59  (feet)  COMP
 HF0322  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 HF0322
 HF0322  VERT ORDER  -  SECOND    CLASS 0
 HF0322
 HF0322.The horizontal coordinates were scaled from a topographic map and have
 HF0322.an estimated accuracy of +/- 6 seconds.
 HF0322
 HF0322.The orthometric height was determined by differential leveling
 HF0322.and adjusted by the National Geodetic Survey in June 1991..
 HF0322
 HF0322.The geoid height was determined by GEOID03.
 HF0322
 HF0322.The dynamic height is computed by dividing the NAVD 88
 HF0322.geopotential number by the normal gravity value computed on the
 HF0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0322.degrees latitude (g = 980.6199 gals.).
 HF0322
 HF0322.The modeled gravity was interpolated from observed gravity values.
 HF0322
 HF0322;                    North         East    Units  Estimated Accuracy
 HF0322;SPC KS S     -   532,780.      547,550.      MT  (+/- 180 meters Scaled)
 HF0322
 HF0322                          SUPERSEDED SURVEY CONTROL
 HF0322
 HF0322  NGVD 29 (??/??/92)  402.385  (m)         1320.16   (f) ADJ UNCH    2 0
 HF0322
 HF0322.Superseded values are not recommended for survey control.
 HF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0322.See file dsdata.txt to determine how the superseded data were derived.
 HF0322
 HF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG915915(NAD 83)
 HF0322_MARKER: DB = BENCH MARK DISK
 HF0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0322_STAMPING: B 241 1934
 HF0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0322+STABILITY: SURFACE MOTION
 HF0322
 HF0322  HISTORY     - Date     Condition        Report By
 HF0322  HISTORY     - 1934     MONUMENTED       CGS
 HF0322  HISTORY     - 1940     GOOD             NGS
 HF0322  HISTORY     - 20060714 MARK NOT FOUND   INDIV
 HF0322
 HF0322                          STATION DESCRIPTION
 HF0322
 HF0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HF0322'3.6 MI NE FROM ELDORADO.
 HF0322'3.6 MILES NORTHEAST OF ELDORADO COURTHOUSE.  BENCH MARK IS ALONG
 HF0322'THE RIGHT-OF-WAY OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD.
 HF0322'10 1/2 POLES NORTH OF MILEPOST NO. 171.  50 FEET SOUTH OF FARM
 HF0322'ROAD CROSSING THE TRACKS.  48 FEET EAST OF CENTER LINE OF THE
 HF0322'TRACK.  2 FEET SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 HF0322'PROJECTING 2 FEET.  1.0 FOOT WEST OF A NORTH-SOUTH FENCE.  STD.
 HF0322'DISK B M IN A 6 X 6 INCH PRECAST CONCRETE POST PROJECTING
 HF0322'2 INCHES.  NOTE-- THIS MARK WAS REACHED BY TRUCK THROUGH THE
 HF0322'HAZLETT RANCH WHICH LOCATED 1.0 MILE NORTH OF THE ELDORADO
 HF0322'COUNTRY CLUB.
 HF0322
 HF0322                          STATION RECOVERY (2006)
 HF0322
 HF0322'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0322'BENCHMARK IS LOCATED IN WHAT IS NOW EL DORADO LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0221 ***********************************************************************
 HF0221  DESIGNATION -  B 242
 HF0221  PID         -  HF0221
 HF0221  STATE/COUNTY-  KS/COWLEY
 HF0221  USGS QUAD   -  WINFIELD (1979)
 HF0221
 HF0221                         *CURRENT SURVEY CONTROL
 HF0221  ___________________________________________________________________
 HF0221* NAD 83(1986)-  37 14 27.     (N)    096 59 35.     (W)     SCALED    
 HF0221* NAVD 88     -       343.845  (meters)    1128.10   (feet)  ADJUSTED  
 HF0221  ___________________________________________________________________
 HF0221  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HF0221  DYNAMIC HT  -         343.562 (meters)    1127.17  (feet)  COMP
 HF0221  MODELED GRAV-     979,798.2   (mgal)                       NAVD 88
 HF0221
 HF0221  VERT ORDER  -  SECOND    CLASS 0
 HF0221
 HF0221.The horizontal coordinates were scaled from a topographic map and have
 HF0221.an estimated accuracy of +/- 6 seconds.
 HF0221
 HF0221.The orthometric height was determined by differential leveling
 HF0221.and adjusted by the National Geodetic Survey in June 1991..
 HF0221
 HF0221.The geoid height was determined by GEOID03.
 HF0221
 HF0221.The dynamic height is computed by dividing the NAVD 88
 HF0221.geopotential number by the normal gravity value computed on the
 HF0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0221.degrees latitude (g = 980.6199 gals.).
 HF0221
 HF0221.The modeled gravity was interpolated from observed gravity values.
 HF0221
 HF0221;                    North         East    Units  Estimated Accuracy
 HF0221;SPC KS S     -   464,810.      533,710.      MT  (+/- 180 meters Scaled)
 HF0221
 HF0221                          SUPERSEDED SURVEY CONTROL
 HF0221
 HF0221  NGVD 29 (??/??/92)  343.730  (m)         1127.72   (f) ADJ UNCH    2 0
 HF0221
 HF0221.Superseded values are not recommended for survey control.
 HF0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0221.See file dsdata.txt to determine how the superseded data were derived.
 HF0221
 HF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG780234(NAD 83)
 HF0221_MARKER: DB = BENCH MARK DISK
 HF0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0221_SP_SET: FOUNDATION
 HF0221_STAMPING: B 242 1934
 HF0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0221
 HF0221  HISTORY     - Date     Condition        Report By
 HF0221  HISTORY     - 1934     MONUMENTED       CGS
 HF0221  HISTORY     - 1962     GOOD             NGS
 HF0221  HISTORY     - 1962     GOOD             NGS
 HF0221  HISTORY     - 19990404 GOOD             USPSQD
 HF0221
 HF0221                          STATION DESCRIPTION
 HF0221
 HF0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0221'AT WINFIELD.
 HF0221'AT WINFIELD, COWLEY COUNTY, AT THE CITY HALL, IN THE FACE OF THE
 HF0221'WEST FOUNDATION, 3.5 FEET NORTH OF THE NORTH SIDE OF THE DOORWAY,
 HF0221'AND 1.6 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED B
 HF0221'242 1934 AND SET VERTICALLY.
 HF0221
 HF0221                          STATION RECOVERY (1962)
 HF0221
 HF0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0221'RECOVERED IN GOOD CONDITION.
 HF0221
 HF0221                          STATION RECOVERY (1999)
 HF0221
 HF0221'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0140 ***********************************************************************
 HF0140  DESIGNATION -  B 243
 HF0140  PID         -  HF0140
 HF0140  STATE/COUNTY-  KS/ELK
 HF0140  USGS QUAD   -  GRENOLA (1979)
 HF0140
 HF0140                         *CURRENT SURVEY CONTROL
 HF0140  ___________________________________________________________________
 HF0140* NAD 83(1986)-  37 21 21.     (N)    096 22 51.     (W)     SCALED    
 HF0140* NAVD 88     -       376.681  (meters)    1235.83   (feet)  ADJUSTED  
 HF0140  ___________________________________________________________________
 HF0140  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HF0140  DYNAMIC HT  -         376.373 (meters)    1234.82  (feet)  COMP
 HF0140  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 HF0140
 HF0140  VERT ORDER  -  SECOND    CLASS 0
 HF0140
 HF0140.The horizontal coordinates were scaled from a topographic map and have
 HF0140.an estimated accuracy of +/- 6 seconds.
 HF0140
 HF0140.The orthometric height was determined by differential leveling
 HF0140.and adjusted by the National Geodetic Survey in June 1991..
 HF0140
 HF0140.The geoid height was determined by GEOID03.
 HF0140
 HF0140.The dynamic height is computed by dividing the NAVD 88
 HF0140.geopotential number by the normal gravity value computed on the
 HF0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0140.degrees latitude (g = 980.6199 gals.).
 HF0140
 HF0140.The modeled gravity was interpolated from observed gravity values.
 HF0140
 HF0140;                    North         East    Units  Estimated Accuracy
 HF0140;SPC KS S     -   478,620.      587,730.      MT  (+/- 180 meters Scaled)
 HF0140
 HF0140                          SUPERSEDED SURVEY CONTROL
 HF0140
 HF0140  NGVD 29 (??/??/92)  376.525  (m)         1235.32   (f) ADJ UNCH    2 0
 HF0140
 HF0140.Superseded values are not recommended for survey control.
 HF0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0140.See file dsdata.txt to determine how the superseded data were derived.
 HF0140
 HF0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG319375(NAD 83)
 HF0140_MARKER: DB = BENCH MARK DISK
 HF0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0140_STAMPING: B 243 1935
 HF0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0140+STABILITY: SURFACE MOTION
 HF0140
 HF0140  HISTORY     - Date     Condition        Report By
 HF0140  HISTORY     - 1935     MONUMENTED       CGS
 HF0140
 HF0140                          STATION DESCRIPTION
 HF0140
 HF0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0140'3.9 MI E FROM GRENOLA.
 HF0140'3.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0140'FROM GRENOLA, ELK COUNTY, 4-1/2 POLES EAST OF MILEPOST 207,
 HF0140'AT A COUNTY-ROAD CROSSING, 47 FEET SOUTH OF THE CENTERLINE OF
 HF0140'THE TRACK, AND 40 FEET EAST OF THE ROAD.  A STANDARD DISK,
 HF0140'STAMPED B 243 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HF0140'1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0564 ***********************************************************************
 HE0564  DESIGNATION -  B 244
 HE0564  PID         -  HE0564
 HE0564  STATE/COUNTY-  KS/MONTGOMERY
 HE0564  USGS QUAD   -  INDEPENDENCE (1979)
 HE0564
 HE0564                         *CURRENT SURVEY CONTROL
 HE0564  ___________________________________________________________________
 HE0564* NAD 83(1986)-  37 14 22.     (N)    095 44 32.     (W)     SCALED    
 HE0564* NAVD 88     -       249.722  (meters)     819.30   (feet)  ADJUSTED  
 HE0564  ___________________________________________________________________
 HE0564  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 HE0564  DYNAMIC HT  -         249.523 (meters)     818.64  (feet)  COMP
 HE0564  MODELED GRAV-     979,829.8   (mgal)                       NAVD 88
 HE0564
 HE0564  VERT ORDER  -  SECOND    CLASS 0
 HE0564
 HE0564.The horizontal coordinates were scaled from a topographic map and have
 HE0564.an estimated accuracy of +/- 6 seconds.
 HE0564
 HE0564.The orthometric height was determined by differential leveling
 HE0564.and adjusted by the National Geodetic Survey in June 1991..
 HE0564
 HE0564.The geoid height was determined by GEOID03.
 HE0564
 HE0564.The dynamic height is computed by dividing the NAVD 88
 HE0564.geopotential number by the normal gravity value computed on the
 HE0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0564.degrees latitude (g = 980.6199 gals.).
 HE0564
 HE0564.The modeled gravity was interpolated from observed gravity values.
 HE0564
 HE0564;                    North         East    Units  Estimated Accuracy
 HE0564;SPC KS S     -   467,190.      644,670.      MT  (+/- 180 meters Scaled)
 HE0564
 HE0564                          SUPERSEDED SURVEY CONTROL
 HE0564
 HE0564  NGVD 29 (??/??/92)  249.581  (m)          818.83   (f) ADJ UNCH    2 0
 HE0564
 HE0564.Superseded values are not recommended for survey control.
 HE0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0564.See file dsdata.txt to determine how the superseded data were derived.
 HE0564
 HE0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB567249(NAD 83)
 HE0564_MARKER: DB = BENCH MARK DISK
 HE0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0564_STAMPING: B 244 1935
 HE0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0564+STABILITY: SURFACE MOTION
 HE0564
 HE0564  HISTORY     - Date     Condition        Report By
 HE0564  HISTORY     - 1935     MONUMENTED       CGS
 HE0564
 HE0564                          STATION DESCRIPTION
 HE0564
 HE0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0564'1.8 MI W FROM INDEPENDENCE.
 HE0564'1.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0564'FROM INDEPENDENCE, MONTGOMERY COUNTY, 12 POLES WEST OF MILEPOST
 HE0564'167, AT A COUNTY ROAD CROSSING, 50 FEET SOUTH OF THE CENTERLINE
 HE0564'OF THE TRACK, 30 FEET EAST OF THE ROAD, AND IN LINE WITH THE
 HE0564'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED B 244 1935 AND
 HE0564'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 HE0564'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0605 ***********************************************************************
 HE0605  DESIGNATION -  B 245
 HE0605  PID         -  HE0605
 HE0605  STATE/COUNTY-  KS/WILSON
 HE0605  USGS QUAD   -  BUFFALO (1959)
 HE0605
 HE0605                         *CURRENT SURVEY CONTROL
 HE0605  ___________________________________________________________________
 HE0605* NAD 83(1986)-  37 39 37.     (N)    095 44 01.     (W)     SCALED    
 HE0605* NAVD 88     -       263.074  (meters)     863.10   (feet)  ADJUSTED  
 HE0605  ___________________________________________________________________
 HE0605  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0605  DYNAMIC HT  -         262.870 (meters)     862.43  (feet)  COMP
 HE0605  MODELED GRAV-     979,848.8   (mgal)                       NAVD 88
 HE0605
 HE0605  VERT ORDER  -  SECOND    CLASS 0
 HE0605
 HE0605.The horizontal coordinates were scaled from a topographic map and have
 HE0605.an estimated accuracy of +/- 6 seconds.
 HE0605
 HE0605.The orthometric height was determined by differential leveling
 HE0605.and adjusted by the National Geodetic Survey in June 1991..
 HE0605
 HE0605.The geoid height was determined by GEOID03.
 HE0605
 HE0605.The dynamic height is computed by dividing the NAVD 88
 HE0605.geopotential number by the normal gravity value computed on the
 HE0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0605.degrees latitude (g = 980.6199 gals.).
 HE0605
 HE0605.The modeled gravity was interpolated from observed gravity values.
 HE0605
 HE0605;                    North         East    Units  Estimated Accuracy
 HE0605;SPC KS S     -   513,900.      644,050.      MT  (+/- 180 meters Scaled)
 HE0605
 HE0605                          SUPERSEDED SURVEY CONTROL
 HE0605
 HE0605  NGVD 29 (??/??/92)  262.936  (m)          862.65   (f) ADJ UNCH    2 0
 HE0605
 HE0605.Superseded values are not recommended for survey control.
 HE0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0605.See file dsdata.txt to determine how the superseded data were derived.
 HE0605
 HE0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB588716(NAD 83)
 HE0605_MARKER: DB = BENCH MARK DISK
 HE0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0605+STABILITY: SURFACE MOTION
 HE0605
 HE0605  HISTORY     - Date     Condition        Report By
 HE0605  HISTORY     - UNK      MONUMENTED       CGS
 HE0605  HISTORY     - 1934     GOOD             NGS
 HE0605  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0605
 HE0605                          STATION DESCRIPTION
 HE0605
 HE0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0605'AT ROPER.
 HE0605'MARK IS ON THE MO. P. RAILROAD, 12 YDS. S. OF S. END OF ROPER
 HE0605'DEPOT.  8 1/2 YDS. E. OF CENTER OF TRACK.
 HE0605
 HE0605                          STATION RECOVERY (1964)
 HE0605
 HE0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0244 ***********************************************************************
 HE0244  DESIGNATION -  B 247
 HE0244  PID         -  HE0244
 HE0244  STATE/COUNTY-  KS/CRAWFORD
 HE0244  USGS QUAD   -  PITTSBURG (1978)
 HE0244
 HE0244                         *CURRENT SURVEY CONTROL
 HE0244  ___________________________________________________________________
 HE0244* NAD 83(1986)-  37 25 38.     (N)    094 41 08.     (W)     SCALED    
 HE0244* NAVD 88     -       282.449  (meters)     926.67   (feet)  ADJUSTED  
 HE0244  ___________________________________________________________________
 HE0244  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HE0244  DYNAMIC HT  -         282.225 (meters)     925.93  (feet)  COMP
 HE0244  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 HE0244
 HE0244  VERT ORDER  -  SECOND    CLASS 0
 HE0244
 HE0244.The horizontal coordinates were scaled from a topographic map and have
 HE0244.an estimated accuracy of +/- 6 seconds.
 HE0244
 HE0244.The orthometric height was determined by differential leveling
 HE0244.and adjusted by the National Geodetic Survey in June 1991..
 HE0244
 HE0244.The geoid height was determined by GEOID03.
 HE0244
 HE0244.The dynamic height is computed by dividing the NAVD 88
 HE0244.geopotential number by the normal gravity value computed on the
 HE0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0244.degrees latitude (g = 980.6199 gals.).
 HE0244
 HE0244.The modeled gravity was interpolated from observed gravity values.
 HE0244
 HE0244;                    North         East    Units  Estimated Accuracy
 HE0244;SPC KS S     -   491,320.      737,520.      MT  (+/- 180 meters Scaled)
 HE0244
 HE0244                          SUPERSEDED SURVEY CONTROL
 HE0244
 HE0244  NGVD 29 (??/??/92)  282.332  (m)          926.28   (f) ADJ UNCH    2 0
 HE0244
 HE0244.Superseded values are not recommended for survey control.
 HE0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0244.See file dsdata.txt to determine how the superseded data were derived.
 HE0244
 HE0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB508436(NAD 83)
 HE0244_MARKER: DB = BENCH MARK DISK
 HE0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0244_STAMPING: B 247 1935
 HE0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0244+STABILITY: SURFACE MOTION
 HE0244
 HE0244  HISTORY     - Date     Condition        Report By
 HE0244  HISTORY     - 1935     MONUMENTED       CGS
 HE0244
 HE0244                          STATION DESCRIPTION
 HE0244
 HE0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0244'1.3 MI N FROM PITTSBURG.
 HE0244'1.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0244'STATION AT PITTSBURG, CRAWFORD COUNTY, 4 FEET EAST OF THE
 HE0244'TWENTY-SEVENTH POLE SOUTH OF MILEPOST 356, AT A ROAD CROSSING,
 HE0244'36 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 18 FEET
 HE0244'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK SET IN
 HE0244'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0165 ***********************************************************************
 JF0165  DESIGNATION -  B 25
 JF0165  PID         -  JF0165
 JF0165  STATE/COUNTY-  KS/GREENWOOD
 JF0165  USGS QUAD   -  LAMONT (1967)
 JF0165
 JF0165                         *CURRENT SURVEY CONTROL
 JF0165  ___________________________________________________________________
 JF0165* NAD 83(1986)-  38 00 42.     (N)    096 01 24.     (W)     SCALED    
 JF0165* NAVD 88     -       302.679  (meters)     993.04   (feet)  ADJUSTED  
 JF0165  ___________________________________________________________________
 JF0165  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JF0165  DYNAMIC HT  -         302.453 (meters)     992.30  (feet)  COMP
 JF0165  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 JF0165
 JF0165  VERT ORDER  -  FIRST     CLASS II
 JF0165
 JF0165.The horizontal coordinates were scaled from a topographic map and have
 JF0165.an estimated accuracy of +/- 6 seconds.
 JF0165
 JF0165.The orthometric height was determined by differential leveling
 JF0165.and adjusted by the National Geodetic Survey in June 1991..
 JF0165
 JF0165.The geoid height was determined by GEOID03.
 JF0165
 JF0165.The dynamic height is computed by dividing the NAVD 88
 JF0165.geopotential number by the normal gravity value computed on the
 JF0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0165.degrees latitude (g = 980.6199 gals.).
 JF0165
 JF0165.The modeled gravity was interpolated from observed gravity values.
 JF0165
 JF0165;                    North         East    Units  Estimated Accuracy
 JF0165;SPC KS S     -   552,160.      617,460.      MT  (+/- 180 meters Scaled)
 JF0165
 JF0165                          SUPERSEDED SURVEY CONTROL
 JF0165
 JF0165  NGVD 29 (??/??/92)  302.540  (m)          992.58   (f) ADJ UNCH    1 2
 JF0165
 JF0165.Superseded values are not recommended for survey control.
 JF0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0165.See file dsdata.txt to determine how the superseded data were derived.
 JF0165
 JF0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH613112(NAD 83)
 JF0165_MARKER: DB = BENCH MARK DISK
 JF0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0165_STAMPING: B 25 1933
 JF0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0165+STABILITY: SURFACE MOTION
 JF0165
 JF0165  HISTORY     - Date     Condition        Report By
 JF0165  HISTORY     - 1933     MONUMENTED       CGS
 JF0165
 JF0165                          STATION DESCRIPTION
 JF0165
 JF0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JF0165'2.1 MI N FROM VIRGIL.
 JF0165'2.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0165'FROM THE STATION AT VIRGIL, GREENWOOD COUNTY, 0.2 MILE SOUTH
 JF0165'OF MILEPOST 33, AT THE CROSSING OF A NORTH-AND-SOUTH COUNTY
 JF0165'ROAD, 44.2 FEET EAST OF THE EAST RAIL, 30 FEET WEST OF THE
 JF0165'CENTERLINE OF THE COUNTY ROAD, 24 FEET WEST OF THE CENTERLINE
 JF0165'OF A COUNTY ROAD PARALLELING THE TRACK, AND IN A FENCE CORNER.
 JF0165'A STANDARD DISK STAMPED B 25 1933 AND SET IN THE TOP OF A
 JF0165'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0293 ***********************************************************************
 HE0293  DESIGNATION -  B 251
 HE0293  PID         -  HE0293
 HE0293  STATE/COUNTY-  KS/BOURBON
 HE0293  USGS QUAD   -  FORT SCOTT (1978)
 HE0293
 HE0293                         *CURRENT SURVEY CONTROL
 HE0293  ___________________________________________________________________
 HE0293* NAD 83(1986)-  37 52 15.     (N)    094 41 22.     (W)     SCALED    
 HE0293* NAVD 88     -       244.937  (meters)     803.60   (feet)  ADJUSTED  
 HE0293  ___________________________________________________________________
 HE0293  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HE0293  DYNAMIC HT  -         244.755 (meters)     803.00  (feet)  COMP
 HE0293  MODELED GRAV-     979,878.5   (mgal)                       NAVD 88
 HE0293
 HE0293  VERT ORDER  -  SECOND    CLASS 0
 HE0293
 HE0293.The horizontal coordinates were scaled from a topographic map and have
 HE0293.an estimated accuracy of +/- 6 seconds.
 HE0293
 HE0293.The orthometric height was determined by differential leveling
 HE0293.and adjusted by the National Geodetic Survey in June 1991..
 HE0293
 HE0293.The geoid height was determined by GEOID03.
 HE0293
 HE0293.The dynamic height is computed by dividing the NAVD 88
 HE0293.geopotential number by the normal gravity value computed on the
 HE0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0293.degrees latitude (g = 980.6199 gals.).
 HE0293
 HE0293.The modeled gravity was interpolated from observed gravity values.
 HE0293
 HE0293;                    North         East    Units  Estimated Accuracy
 HE0293;SPC KS S     -   540,490.      735,160.      MT  (+/- 180 meters Scaled)
 HE0293
 HE0293                          SUPERSEDED SURVEY CONTROL
 HE0293
 HE0293  NGVD 29 (??/??/92)  244.819  (m)          803.21   (f) ADJ UNCH    2 0
 HE0293
 HE0293.Superseded values are not recommended for survey control.
 HE0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0293.See file dsdata.txt to determine how the superseded data were derived.
 HE0293
 HE0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB514928(NAD 83)
 HE0293_MARKER: DB = BENCH MARK DISK
 HE0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0293_STAMPING: B 251 1934
 HE0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0293+STABILITY: SURFACE MOTION
 HE0293
 HE0293  HISTORY     - Date     Condition        Report By
 HE0293  HISTORY     - 1934     MONUMENTED       CGS
 HE0293  HISTORY     - 1957     MARK NOT FOUND   NGS
 HE0293
 HE0293                          STATION DESCRIPTION
 HE0293
 HE0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HE0293'2.2 MI N FROM FORT SCOTT.
 HE0293'2.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HE0293'FROM THE STATION AT FORT SCOTT, BOURBON COUNTY, 4 FEET NORTHWEST
 HE0293'OF THE THIRTEENTH POLE SOUTH OF MILEPOST 96, 57 FEET NORTH
 HE0293'OF THE CENTERLINE OF A ROAD, AND 29 FEET EAST OF THE CENTERLINE
 HE0293'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED B 251 1934 AND
 HE0293'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0720 ***********************************************************************
 JE0720  DESIGNATION -  B 252
 JE0720  PID         -  JE0720
 JE0720  STATE/COUNTY-  KS/MIAMI
 JE0720  USGS QUAD   -  FONTANA (1978)
 JE0720
 JE0720                         *CURRENT SURVEY CONTROL
 JE0720  ___________________________________________________________________
 JE0720* NAD 83(1986)-  38 24 49.     (N)    094 49 34.     (W)     SCALED    
 JE0720* NAVD 88     -       273.075  (meters)     895.91   (feet)  ADJUSTED  
 JE0720  ___________________________________________________________________
 JE0720  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JE0720  DYNAMIC HT  -         272.884 (meters)     895.29  (feet)  COMP
 JE0720  MODELED GRAV-     979,919.7   (mgal)                       NAVD 88
 JE0720
 JE0720  VERT ORDER  -  SECOND    CLASS 0
 JE0720
 JE0720.The horizontal coordinates were scaled from a topographic map and have
 JE0720.an estimated accuracy of +/- 6 seconds.
 JE0720
 JE0720.The orthometric height was determined by differential leveling
 JE0720.and adjusted by the National Geodetic Survey in June 1991..
 JE0720
 JE0720.The geoid height was determined by GEOID03.
 JE0720
 JE0720.The dynamic height is computed by dividing the NAVD 88
 JE0720.geopotential number by the normal gravity value computed on the
 JE0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0720.degrees latitude (g = 980.6199 gals.).
 JE0720
 JE0720.The modeled gravity was interpolated from observed gravity values.
 JE0720
 JE0720;                    North         East    Units  Estimated Accuracy
 JE0720;SPC KS S     -   600,210.      720,770.      MT  (+/- 180 meters Scaled)
 JE0720
 JE0720                          SUPERSEDED SURVEY CONTROL
 JE0720
 JE0720  NGVD 29 (??/??/92)  272.918  (m)          895.40   (f) ADJ UNCH    2 0
 JE0720
 JE0720.Superseded values are not recommended for survey control.
 JE0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0720.See file dsdata.txt to determine how the superseded data were derived.
 JE0720
 JE0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC405532(NAD 83)
 JE0720_MARKER: DB = BENCH MARK DISK
 JE0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0720_STAMPING: B 252 1934
 JE0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0720+STABILITY: SURFACE MOTION
 JE0720
 JE0720  HISTORY     - Date     Condition        Report By
 JE0720  HISTORY     - 1934     MONUMENTED       CGS
 JE0720  HISTORY     - 1949     GOOD             NGS
 JE0720  HISTORY     - 1951     GOOD             NGS
 JE0720
 JE0720                          STATION DESCRIPTION
 JE0720
 JE0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JE0720'1.4 MI SE FROM FONTANA.
 JE0720'1.4 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILROAD
 JE0720'FROM THE RAILROAD STATION AT FONTANA, 2 POLES WEST OF MILE POST
 JE0720'55-35, 80.0 FEET EAST OF THE CENTER LINE OF THE ROAD, 21.0 FEET
 JE0720'NORTH OF THE RIGHT-OF-WAY FENCE, 13.0 FEET SOUTH OF THE SOUTH
 JE0720'RAIL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JE0720'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 JE0720
 JE0720                          STATION RECOVERY (1951)
 JE0720
 JE0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0311 ***********************************************************************
 HE0311  DESIGNATION -  B 253
 HE0311  PID         -  HE0311
 HE0311  STATE/COUNTY-  KS/CRAWFORD
 HE0311  USGS QUAD   -  GIRARD (1964)
 HE0311
 HE0311                         *CURRENT SURVEY CONTROL
 HE0311  ___________________________________________________________________
 HE0311* NAD 83(1986)-  37 30 39.     (N)    094 50 15.     (W)     SCALED    
 HE0311* NAVD 88     -       300.515  (meters)     985.94   (feet)  ADJUSTED  
 HE0311  ___________________________________________________________________
 HE0311  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HE0311  DYNAMIC HT  -         300.279 (meters)     985.17  (feet)  COMP
 HE0311  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 HE0311
 HE0311  VERT ORDER  -  SECOND    CLASS 0
 HE0311
 HE0311.The horizontal coordinates were scaled from a topographic map and have
 HE0311.an estimated accuracy of +/- 6 seconds.
 HE0311
 HE0311.The orthometric height was determined by differential leveling
 HE0311.and adjusted by the National Geodetic Survey in June 1991..
 HE0311
 HE0311.The geoid height was determined by GEOID03.
 HE0311
 HE0311.The dynamic height is computed by dividing the NAVD 88
 HE0311.geopotential number by the normal gravity value computed on the
 HE0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0311.degrees latitude (g = 980.6199 gals.).
 HE0311
 HE0311.The modeled gravity was interpolated from observed gravity values.
 HE0311
 HE0311;                    North         East    Units  Estimated Accuracy
 HE0311;SPC KS S     -   500,050.      723,720.      MT  (+/- 180 meters Scaled)
 HE0311
 HE0311                          SUPERSEDED SURVEY CONTROL
 HE0311
 HE0311  NGVD 29 (??/??/92)  300.393  (m)          985.54   (f) ADJ UNCH    2 0
 HE0311
 HE0311.Superseded values are not recommended for survey control.
 HE0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0311.See file dsdata.txt to determine how the superseded data were derived.
 HE0311
 HE0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB375531(NAD 83)
 HE0311_MARKER: DB = BENCH MARK DISK
 HE0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0311_STAMPING: B 253 1934
 HE0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0311+STABILITY: SURFACE MOTION
 HE0311
 HE0311  HISTORY     - Date     Condition        Report By
 HE0311  HISTORY     - 1934     MONUMENTED       CGS
 HE0311
 HE0311                          STATION DESCRIPTION
 HE0311
 HE0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0311'AT GIRARD.
 HE0311'AT GIRARD, CRAWFORD COUNTY, ON THE ATCHISON, TOPEKA AND SANTE
 HE0311'FE RAILWAY, 105 FEET SOUTH OF THE SOUTH LINE OF THE STATION,
 HE0311'3 FEET NORTH OF THE SOUTH LINE OF THE PARK SOUTH OF THE STATION,
 HE0311'AND 39 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 HE0311'DISK, STAMPED B 253 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0654 ***********************************************************************
 KE0654  DESIGNATION -  B 256
 KE0654  PID         -  KE0654
 KE0654  STATE/COUNTY-  KS/JEFFERSON
 KE0654  USGS QUAD   -  OSKALOOSA (1974)
 KE0654
 KE0654                         *CURRENT SURVEY CONTROL
 KE0654  ___________________________________________________________________
 KE0654* NAD 83(1986)-  39 11 45.     (N)    095 15 18.     (W)     SCALED    
 KE0654* NAVD 88     -       337.292  (meters)    1106.60   (feet)  ADJUSTED  
 KE0654  ___________________________________________________________________
 KE0654  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KE0654  DYNAMIC HT  -         337.072 (meters)    1105.88  (feet)  COMP
 KE0654  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 KE0654
 KE0654  VERT ORDER  -  SECOND    CLASS 0
 KE0654
 KE0654.The horizontal coordinates were scaled from a topographic map and have
 KE0654.an estimated accuracy of +/- 6 seconds.
 KE0654
 KE0654.The orthometric height was determined by differential leveling
 KE0654.and adjusted by the National Geodetic Survey in June 1991..
 KE0654
 KE0654.The geoid height was determined by GEOID03.
 KE0654
 KE0654.The dynamic height is computed by dividing the NAVD 88
 KE0654.geopotential number by the normal gravity value computed on the
 KE0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0654.degrees latitude (g = 980.6199 gals.).
 KE0654
 KE0654.The modeled gravity was interpolated from observed gravity values.
 KE0654
 KE0654;                    North         East    Units  Estimated Accuracy
 KE0654;SPC KS N     -    99,340.      637,090.      MT  (+/- 180 meters Scaled)
 KE0654
 KE0654                          SUPERSEDED SURVEY CONTROL
 KE0654
 KE0654  NGVD 29 (??/??/92)  337.209  (m)         1106.33   (f) ADJ UNCH    2 0
 KE0654
 KE0654.Superseded values are not recommended for survey control.
 KE0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0654.See file dsdata.txt to determine how the superseded data were derived.
 KE0654
 KE0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD052409(NAD 83)
 KE0654_MARKER: DB = BENCH MARK DISK
 KE0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0654_SP_SET: CULVERT
 KE0654_STAMPING: B 256 1938
 KE0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0654
 KE0654  HISTORY     - Date     Condition        Report By
 KE0654  HISTORY     - 1938     MONUMENTED       CGS
 KE0654  HISTORY     - 1950     GOOD             NGS
 KE0654
 KE0654                          STATION DESCRIPTION
 KE0654
 KE0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0654'2.4 MI W FROM MC LOUTH.
 KE0654'2.4 MILES WEST ALONG STATE HIGHWAYS 16 AND 92 FROM THE HIGH
 KE0654'SCHOOL AT MC LOUTH, JEFFERSON COUNTY, 60 YARDS NORTH OF THE
 KE0654'CENTER OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO LAWRENCE,
 KE0654'22.4 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP
 KE0654'OF THE NORTH END OF THE EAST HEADWALL OF A 4- BY 4-FOOT CONCRETE-BOX
 KE0654'CULVERT, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 KE0654'STAMPED B 256 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0674 ***********************************************************************
 KE0674  DESIGNATION -  B 257
 KE0674  PID         -  KE0674
 KE0674  STATE/COUNTY-  KS/JEFFERSON
 KE0674  USGS QUAD   -  WINCHESTER (1979)
 KE0674
 KE0674                         *CURRENT SURVEY CONTROL
 KE0674  ___________________________________________________________________
 KE0674* NAD 83(1986)-  39 20 25.     (N)    095 22 14.     (W)     SCALED    
 KE0674* NAVD 88     -       344.084  (meters)    1128.88   (feet)  ADJUSTED  
 KE0674  ___________________________________________________________________
 KE0674  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KE0674  DYNAMIC HT  -         343.865 (meters)    1128.16  (feet)  COMP
 KE0674  MODELED GRAV-     979,980.4   (mgal)                       NAVD 88
 KE0674
 KE0674  VERT ORDER  -  SECOND    CLASS 0
 KE0674
 KE0674.The horizontal coordinates were scaled from a topographic map and have
 KE0674.an estimated accuracy of +/- 6 seconds.
 KE0674
 KE0674.The orthometric height was determined by differential leveling
 KE0674.and adjusted by the National Geodetic Survey in June 1991..
 KE0674
 KE0674.The geoid height was determined by GEOID03.
 KE0674
 KE0674.The dynamic height is computed by dividing the NAVD 88
 KE0674.geopotential number by the normal gravity value computed on the
 KE0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0674.degrees latitude (g = 980.6199 gals.).
 KE0674
 KE0674.The modeled gravity was interpolated from observed gravity values.
 KE0674
 KE0674;                    North         East    Units  Estimated Accuracy
 KE0674;SPC KS N     -   115,070.      626,640.      MT  (+/- 180 meters Scaled)
 KE0674
 KE0674                          SUPERSEDED SURVEY CONTROL
 KE0674
 KE0674  NGVD 29 (??/??/92)  343.988  (m)         1128.57   (f) ADJ UNCH    2 0
 KE0674
 KE0674.Superseded values are not recommended for survey control.
 KE0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0674.See file dsdata.txt to determine how the superseded data were derived.
 KE0674
 KE0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD957572(NAD 83)
 KE0674_MARKER: DB = BENCH MARK DISK
 KE0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0674_SP_SET: CULVERT
 KE0674_STAMPING: B 257 1938
 KE0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0674
 KE0674  HISTORY     - Date     Condition        Report By
 KE0674  HISTORY     - 1938     MONUMENTED       CGS
 KE0674  HISTORY     - 1950     GOOD             NGS
 KE0674
 KE0674                          STATION DESCRIPTION
 KE0674
 KE0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0674'0.9 MI W FROM BOYLE.
 KE0674'0.9 MILE WEST ALONG STATE HIGHWAYS 4 AND 16 FROM THE POST
 KE0674'OFFICE AT BOYLE, JEFFERSON COUNTY, 590 FEET WEST OF THE WEST
 KE0674'SIDE OF A TWO-STORY FRAME FARMHOUSE, IN THE TOP OF THE EAST
 KE0674'END OF THE NORTH HEADWALL OF A CONCRETE PIPE CULVERT, 16 FEET
 KE0674'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT HIGHER THAN
 KE0674'THE HIGHWAY.  A STANDARD DISK, STAMPED B 257 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0622 ***********************************************************************
 JG0622  DESIGNATION -  B 258
 JG0622  PID         -  JG0622
 JG0622  STATE/COUNTY-  KS/NESS
 JG0622  USGS QUAD   -  RANSOM SW (1966)
 JG0622
 JG0622                         *CURRENT SURVEY CONTROL
 JG0622  ___________________________________________________________________
 JG0622* NAD 83(1986)-  38 37 18.     (N)    099 55 06.     (W)     SCALED    
 JG0622* NAVD 88     -       755.232  (meters)    2477.79   (feet)  ADJUSTED  
 JG0622  ___________________________________________________________________
 JG0622  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 JG0622  DYNAMIC HT  -         754.632 (meters)    2475.82  (feet)  COMP
 JG0622  MODELED GRAV-     979,808.6   (mgal)                       NAVD 88
 JG0622
 JG0622  VERT ORDER  -  SECOND    CLASS 0
 JG0622
 JG0622.The horizontal coordinates were scaled from a topographic map and have
 JG0622.an estimated accuracy of +/- 6 seconds.
 JG0622
 JG0622.The orthometric height was determined by differential leveling
 JG0622.and adjusted by the National Geodetic Survey in June 1991..
 JG0622
 JG0622.The geoid height was determined by GEOID03.
 JG0622
 JG0622.The dynamic height is computed by dividing the NAVD 88
 JG0622.geopotential number by the normal gravity value computed on the
 JG0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0622.degrees latitude (g = 980.6199 gals.).
 JG0622
 JG0622.The modeled gravity was interpolated from observed gravity values.
 JG0622
 JG0622;                    North         East    Units  Estimated Accuracy
 JG0622;SPC KS S     -   617,920.      276,490.      MT  (+/- 180 meters Scaled)
 JG0622
 JG0622                          SUPERSEDED SURVEY CONTROL
 JG0622
 JG0622  NGVD 29 (??/??/92)  754.935  (m)         2476.82   (f) ADJ UNCH    2 0
 JG0622
 JG0622.Superseded values are not recommended for survey control.
 JG0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0622.See file dsdata.txt to determine how the superseded data were derived.
 JG0622
 JG0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH200751(NAD 83)
 JG0622_MARKER: DB = BENCH MARK DISK
 JG0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0622_SP_SET: STONE
 JG0622_STAMPING: B 258 1938
 JG0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0622+STABILITY: SURFACE MOTION
 JG0622
 JG0622  HISTORY     - Date     Condition        Report By
 JG0622  HISTORY     - 1938     MONUMENTED       CGS
 JG0622  HISTORY     - 1942     GOOD             NGS
 JG0622
 JG0622                          STATION DESCRIPTION
 JG0622
 JG0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JG0622'2 MI SE FROM RANSOM.
 JG0622'2.0 MILES EAST AND SOUTH BY HIGHWAY FROM RED BRICK SCHOOL, SET
 JG0622'IN A CHALK ROCK HIGHWAY BRIDGE.  ON NORTHWEST WINGWALL OF
 JG0622'WEST SPAN IN THE NORTH END.  15 FT. WEST OF CENTER LINE OF COUNTY
 JG0622'ROAD.  1 FT. ABOVE ROAD LEVEL.  ON THE THIRD COURSE OF STONE
 JG0622'FROM THE TOP.  SET HORIZONTALLY.  ALONG COUNTY ROAD.
 JG0622
 JG0622                          STATION RECOVERY (1942)
 JG0622
 JG0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JG0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0215 ***********************************************************************
 KE0215  DESIGNATION -  B 259
 KE0215  PID         -  KE0215
 KE0215  STATE/COUNTY-  KS/WYANDOTTE
 KE0215  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE0215
 KE0215                         *CURRENT SURVEY CONTROL
 KE0215  ___________________________________________________________________
 KE0215* NAD 83(1986)-  39 08 30.     (N)    094 37 19.     (W)     SCALED    
 KE0215* NAVD 88     -       229.818  (meters)     753.99   (feet)  ADJUSTED  
 KE0215  ___________________________________________________________________
 KE0215  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE0215  DYNAMIC HT  -         229.671 (meters)     753.51  (feet)  COMP
 KE0215  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 KE0215
 KE0215  VERT ORDER  -  FIRST     CLASS II
 KE0215
 KE0215.The horizontal coordinates were scaled from a topographic map and have
 KE0215.an estimated accuracy of +/- 6 seconds.
 KE0215
 KE0215.The orthometric height was determined by differential leveling
 KE0215.and adjusted by the National Geodetic Survey in June 1991..
 KE0215.WARNING-Repeat measurements at this control monument indicate possible
 KE0215.vertical movement.
 KE0215
 KE0215.The geoid height was determined by GEOID03.
 KE0215
 KE0215.The dynamic height is computed by dividing the NAVD 88
 KE0215.geopotential number by the normal gravity value computed on the
 KE0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0215.degrees latitude (g = 980.6199 gals.).
 KE0215
 KE0215.The modeled gravity was interpolated from observed gravity values.
 KE0215
 KE0215;                    North         East    Units  Estimated Accuracy
 KE0215;SPC KS N     -    95,180.      691,970.      MT  (+/- 180 meters Scaled)
 KE0215
 KE0215                          SUPERSEDED SURVEY CONTROL
 KE0215
 KE0215  NGVD 29 (??/??/92)  229.736  (m)          753.73   (f) ADJ UNCH    1 2
 KE0215
 KE0215.Superseded values are not recommended for survey control.
 KE0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0215.See file dsdata.txt to determine how the superseded data were derived.
 KE0215
 KE0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD598337(NAD 83)
 KE0215_MARKER: DB = BENCH MARK DISK
 KE0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0215_SP_SET: OVERPASS
 KE0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0215+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 KE0215
 KE0215  HISTORY     - Date     Condition        Report By
 KE0215  HISTORY     - 1948     MONUMENTED       CGS
 KE0215  HISTORY     - 1951     GOOD             NGS
 KE0215  HISTORY     - 20020723 GOOD             SKW
 KE0215
 KE0215                          STATION DESCRIPTION
 KE0215
 KE0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0215'IN KANSAS CITY.
 KE0215'THE MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 KE0215'RAILROAD AT THE OVERPASS FOR U.S. HIGHWAYS NO. 169 AND NO 69
 KE0215'OVER THE MISSOURI PACIFIC RAILROAD TRACKS, IN THE SOUTH FACE OF
 KE0215'THE FOURTH PIER FROM THE SOUTH END OF THE OVERPASS, 23.6 FEET
 KE0215'NORTH OF THE CENTERLINE OF THE TRACK, 10.6 FEET WEST OF THE EAST END
 KE0215'OF THE PIER, 3.4 FEET ABOVE LEVEL OF GROUND, SET FLUSH AND VERTICALLY.
 KE0215'NO 4 X 4 INCH WOODEN POST SET BECAUSE OVERPASS SERVES AS LANDMARK.
 KE0215
 KE0215                          STATION RECOVERY (2002)
 KE0215
 KE0215'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0475 ***********************************************************************
 HE0475  DESIGNATION -  B 26
 HE0475  PID         -  HE0475
 HE0475  STATE/COUNTY-  KS/MONTGOMERY
 HE0475  USGS QUAD   -  SYCAMORE (1979)
 HE0475
 HE0475                         *CURRENT SURVEY CONTROL
 HE0475  ___________________________________________________________________
 HE0475* NAD 83(1986)-  37 17 52.     (N)    095 43 57.     (W)     SCALED    
 HE0475* NAVD 88     -       241.149  (meters)     791.17   (feet)  ADJUSTED  
 HE0475  ___________________________________________________________________
 HE0475  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 HE0475  DYNAMIC HT  -         240.957 (meters)     790.54  (feet)  COMP
 HE0475  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 HE0475
 HE0475  VERT ORDER  -  FIRST     CLASS II
 HE0475
 HE0475.The horizontal coordinates were scaled from a topographic map and have
 HE0475.an estimated accuracy of +/- 6 seconds.
 HE0475
 HE0475.The orthometric height was determined by differential leveling
 HE0475.and adjusted by the National Geodetic Survey in June 1991..
 HE0475
 HE0475.The geoid height was determined by GEOID03.
 HE0475
 HE0475.The dynamic height is computed by dividing the NAVD 88
 HE0475.geopotential number by the normal gravity value computed on the
 HE0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0475.degrees latitude (g = 980.6199 gals.).
 HE0475
 HE0475.The modeled gravity was interpolated from observed gravity values.
 HE0475
 HE0475;                    North         East    Units  Estimated Accuracy
 HE0475;SPC KS S     -   473,690.      645,340.      MT  (+/- 180 meters Scaled)
 HE0475
 HE0475                          SUPERSEDED SURVEY CONTROL
 HE0475
 HE0475  NGVD 29 (??/??/92)  241.006  (m)          790.70   (f) ADJ UNCH    1 2
 HE0475
 HE0475.Superseded values are not recommended for survey control.
 HE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0475.See file dsdata.txt to determine how the superseded data were derived.
 HE0475
 HE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB578314(NAD 83)
 HE0475_MARKER: DB = BENCH MARK DISK
 HE0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0475_STAMPING: B 26 1933
 HE0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0475+STABILITY: SURFACE MOTION
 HE0475
 HE0475  HISTORY     - Date     Condition        Report By
 HE0475  HISTORY     - 1933     MONUMENTED       CGS
 HE0475  HISTORY     - 1960     MARK NOT FOUND   NGS
 HE0475  HISTORY     - 1964     POOR             NGS
 HE0475  HISTORY     - 19971031 MARK NOT FOUND   NGS
 HE0475
 HE0475                          STATION DESCRIPTION
 HE0475
 HE0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HE0475'2.2 MI S FROM SYCAMORE.
 HE0475'2.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0475'STATION AT SYCAMORE, MONTGOMERY COUNTY, AT MILEAGE 443.5, 148
 HE0475'YARDS WEST OF STANDARD SCHOOL, AT A COUNTY-ROAD CROSSING, 25.5
 HE0475'FEET EAST OF THE EAST RAIL OF THE MAIN-LINE TRACK, AND 24 FEET
 HE0475'SOUTH OF THE CENTERLINE OF THE COUNTY ROAD.  A STANDARD DISK,
 HE0475'STAMPED B 26 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HE0475'6 INCHES ABOVE GROUND.  NOTE-- BENCH MARK HAS BEEN STRUCK BY
 HE0475'MACHINERY AND IS LEANING SLIGHTLY.  IT SHOULD BE USED WITH
 HE0475'CAUTION.
 HE0475
 HE0475                          STATION RECOVERY (1964)
 HE0475
 HE0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0475'MARK RECOVERED IN POOR CONDITION.
 HE0475
 HE0475                          STATION RECOVERY (1997)
 HE0475
 HE0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HE0475'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE AREA HAS BEEN
 HE0475'GRADED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0998 ***********************************************************************
 JE0998  DESIGNATION -  B 260
 JE0998  PID         -  JE0998
 JE0998  STATE/COUNTY-  KS/FRANKLIN
 JE0998  USGS QUAD   -  PEORIA (1983)
 JE0998
 JE0998                         *CURRENT SURVEY CONTROL
 JE0998  ___________________________________________________________________
 JE0998* NAD 83(1986)-  38 35 03.     (N)    095 10 27.     (W)     SCALED    
 JE0998* NAVD 88     -       277.708  (meters)     911.11   (feet)  ADJUSTED  
 JE0998  ___________________________________________________________________
 JE0998  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JE0998  DYNAMIC HT  -         277.515 (meters)     910.48  (feet)  COMP
 JE0998  MODELED GRAV-     979,925.8   (mgal)                       NAVD 88
 JE0998
 JE0998  VERT ORDER  -  SECOND    CLASS 0
 JE0998
 JE0998.The horizontal coordinates were scaled from a topographic map and have
 JE0998.an estimated accuracy of +/- 6 seconds.
 JE0998
 JE0998.The orthometric height was determined by differential leveling
 JE0998.and adjusted by the National Geodetic Survey in June 1991..
 JE0998
 JE0998.The geoid height was determined by GEOID03.
 JE0998
 JE0998.The dynamic height is computed by dividing the NAVD 88
 JE0998.geopotential number by the normal gravity value computed on the
 JE0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0998.degrees latitude (g = 980.6199 gals.).
 JE0998
 JE0998.The modeled gravity was interpolated from observed gravity values.
 JE0998
 JE0998;                    North         East    Units  Estimated Accuracy
 JE0998;SPC KS S     -   617,990.      689,720.      MT  (+/- 180 meters Scaled)
 JE0998
 JE0998                          SUPERSEDED SURVEY CONTROL
 JE0998
 JE0998  NGVD 29 (??/??/92)  277.579  (m)          910.69   (f) ADJ UNCH    2 0
 JE0998
 JE0998.Superseded values are not recommended for survey control.
 JE0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0998.See file dsdata.txt to determine how the superseded data were derived.
 JE0998
 JE0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC106728(NAD 83)
 JE0998_MARKER: DB = BENCH MARK DISK
 JE0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0998_STAMPING: B 260 1940
 JE0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0998+STABILITY: SURFACE MOTION
 JE0998
 JE0998  HISTORY     - Date     Condition        Report By
 JE0998  HISTORY     - 1940     MONUMENTED       CGS
 JE0998  HISTORY     - 1950     GOOD             NGS
 JE0998
 JE0998                          STATION DESCRIPTION
 JE0998
 JE0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0998'5 MI NW FROM RANTOUL.
 JE0998'5.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0998'THE STATION AT RANTOUL, FRANKLIN COUNTY, 200 FEET SOUTHEAST
 JE0998'OF POLE 348/10, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JE0998'TRACK, 17 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 JE0998'FARM ROAD, 6 FEET NORTHWEST OF THE END POST IN THE RIGHT-OF-WAY
 JE0998'FENCE, AND 3 FEET NORTHEAST OF THE FENCE.  A STANDARD DISK,
 JE0998'STAMPED B 260 1940 AND SET IN THE TOP OF A CONCRETE POST
 JE0998'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1019 ***********************************************************************
 JE1019  DESIGNATION -  B 261
 JE1019  PID         -  JE1019
 JE1019  STATE/COUNTY-  KS/DOUGLAS
 JE1019  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1019
 JE1019                         *CURRENT SURVEY CONTROL
 JE1019  ___________________________________________________________________
 JE1019* NAD 83(1986)-  38 56 59.     (N)    095 09 28.     (W)     SCALED    
 JE1019* NAVD 88     -       247.808  (meters)     813.02   (feet)  ADJUSTED  
 JE1019  ___________________________________________________________________
 JE1019  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JE1019  DYNAMIC HT  -         247.646 (meters)     812.49  (feet)  COMP
 JE1019  MODELED GRAV-     979,968.2   (mgal)                       NAVD 88
 JE1019
 JE1019  VERT ORDER  -  SECOND    CLASS 0
 JE1019
 JE1019.The horizontal coordinates were scaled from a topographic map and have
 JE1019.an estimated accuracy of +/- 6 seconds.
 JE1019
 JE1019.The orthometric height was determined by differential leveling
 JE1019.and adjusted by the National Geodetic Survey in June 1991..
 JE1019
 JE1019.The geoid height was determined by GEOID03.
 JE1019
 JE1019.The dynamic height is computed by dividing the NAVD 88
 JE1019.geopotential number by the normal gravity value computed on the
 JE1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1019.degrees latitude (g = 980.6199 gals.).
 JE1019
 JE1019.The modeled gravity was interpolated from observed gravity values.
 JE1019
 JE1019;                    North         East    Units  Estimated Accuracy
 JE1019;SPC KS N     -    72,290.      646,340.      MT  (+/- 180 meters Scaled)
 JE1019
 JE1019                          SUPERSEDED SURVEY CONTROL
 JE1019
 JE1019  NGVD 29 (??/??/92)  247.722  (m)          812.73   (f) ADJ UNCH    2 0
 JE1019
 JE1019.Superseded values are not recommended for survey control.
 JE1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1019.See file dsdata.txt to determine how the superseded data were derived.
 JE1019
 JE1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD130134(NAD 83)
 JE1019_MARKER: DB = BENCH MARK DISK
 JE1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1019_STAMPING: B 261 1940
 JE1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1019+STABILITY: SURFACE MOTION
 JE1019
 JE1019  HISTORY     - Date     Condition        Report By
 JE1019  HISTORY     - 1940     MONUMENTED       CGS
 JE1019  HISTORY     - 1951     GOOD             NGS
 JE1019  HISTORY     - 1974     GOOD             KSWRB
 JE1019  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE1019
 JE1019                          STATION DESCRIPTION
 JE1019
 JE1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1019'3.1 MI W FROM EUDORA.
 JE1019'3.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1019'FROM THE STATION AT EUDORA, DOUGLAS COUNTY, 79 FEET WEST OF THE
 JE1019'SEVENTH POLE WEST OF MILEPOST 22, AT A DIRT-ROAD CROSSING 56
 JE1019'FEET NORTHEAST OF THE CENTER OF THE CROSSING, 49 FEET NORTH OF
 JE1019'THE CENTERLINE OF THE TRACK, 29 FEET EAST OF THE CENTERLINE OF
 JE1019'THE DIRT ROAD, 3.2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 JE1019'AND 1.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JE1019'STAMPED B 261 1940 AND SET IN THE TOP OF A CONCRETE POST
 JE1019'PROJECTING 1 INCH ABOVE GROUND.
 JE1019
 JE1019                          STATION RECOVERY (1974)
 JE1019
 JE1019'RECOVERY NOTE BY KANSAS WATER RESOURCES BOARD 1974
 JE1019'RECOVERED IN GOOD CONDITION.
 JE1019
 JE1019                          STATION RECOVERY (1986)
 JE1019
 JE1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0097 ***********************************************************************
 KF0097  DESIGNATION -  B 263
 KF0097  PID         -  KF0097
 KF0097  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0097  USGS QUAD   -  WAMEGO (1978)
 KF0097
 KF0097                         *CURRENT SURVEY CONTROL
 KF0097  ___________________________________________________________________
 KF0097* NAD 83(1986)-  39 10 53.     (N)    096 22 25.     (W)     SCALED    
 KF0097* NAVD 88     -       304.022  (meters)     997.45   (feet)  ADJUSTED  
 KF0097  ___________________________________________________________________
 KF0097  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 KF0097  DYNAMIC HT  -         303.823 (meters)     996.79  (feet)  COMP
 KF0097  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 KF0097
 KF0097  VERT ORDER  -  FIRST     CLASS II
 KF0097
 KF0097.The horizontal coordinates were scaled from a topographic map and have
 KF0097.an estimated accuracy of +/- 6 seconds.
 KF0097
 KF0097.The orthometric height was determined by differential leveling
 KF0097.and adjusted by the National Geodetic Survey in June 1991..
 KF0097
 KF0097.The geoid height was determined by GEOID03.
 KF0097
 KF0097.The dynamic height is computed by dividing the NAVD 88
 KF0097.geopotential number by the normal gravity value computed on the
 KF0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0097.degrees latitude (g = 980.6199 gals.).
 KF0097
 KF0097.The modeled gravity was interpolated from observed gravity values.
 KF0097
 KF0097;                    North         East    Units  Estimated Accuracy
 KF0097;SPC KS N     -    95,410.      540,510.      MT  (+/- 180 meters Scaled)
 KF0097
 KF0097                          SUPERSEDED SURVEY CONTROL
 KF0097
 KF0097  NGVD 29 (??/??/92)  303.906  (m)          997.06   (f) ADJ UNCH    1 2
 KF0097
 KF0097.Superseded values are not recommended for survey control.
 KF0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0097.See file dsdata.txt to determine how the superseded data were derived.
 KF0097
 KF0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ268401(NAD 83)
 KF0097_MARKER: DB = BENCH MARK DISK
 KF0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0097_SP_SET: CONCRETE POST
 KF0097_STAMPING: B 263 1940
 KF0097_MARK LOGO: CGS   
 KF0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0097+STABILITY: SURFACE MOTION
 KF0097
 KF0097  HISTORY     - Date     Condition        Report By
 KF0097  HISTORY     - 1940     MONUMENTED       CGS
 KF0097  HISTORY     - 1965     GOOD             NGS
 KF0097  HISTORY     - 1986     GOOD             NGS
 KF0097
 KF0097                          STATION DESCRIPTION
 KF0097
 KF0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0097'2.7 MI E FROM ST GEORGE.
 KF0097'2.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0097'AT ST. GEORGE, AT A ROAD CROSSING, 0.25 MILE EAST OF MILE POST
 KF0097'109, 100 YARDS NORTHEAST OF A TWO STORY HOUSE, 69 FEET SOUTHEAST
 KF0097'OF THE CENTER OF THE ROAD CROSSING, 48 FEET SOUTH OF SOUTH RAIL,
 KF0097'12 FEET SOUTH OF A TELEPHONE POLE, 9 FEET EAST OF THE FENCE LINE,
 KF0097'3.5 FEET NORTH OF THE FENCE AND 1 FOOT WEST OF A METAL WITNESS
 KF0097'POST AND SIGN, A STANDARD DISK, STAMPED B 263 1940, SET IN THE TOP
 KF0097'OF A CONCRETE POST, PROJECTING 2 INCHES.
 KF0097
 KF0097                          STATION RECOVERY (1986)
 KF0097
 KF0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0097'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.6 KM (10.3
 KF0097'MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KF0097'MANHATTAN.  DELETE--3.5 FEET WEST OF A WHITE WOODEN WITNESS POST.
 KF0097'ADD--0.2 M (0.7 FT) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0667 ***********************************************************************
 KF0667  DESIGNATION -  B 264
 KF0667  PID         -  KF0667
 KF0667  STATE/COUNTY-  KS/GEARY
 KF0667  USGS QUAD   -  JUNCTION CITY (1982)
 KF0667
 KF0667                         *CURRENT SURVEY CONTROL
 KF0667  ___________________________________________________________________
 KF0667* NAD 83(1986)-  39 03 43.     (N)    096 46 39.     (W)     SCALED    
 KF0667* NAVD 88     -       324.775  (meters)    1065.53   (feet)  ADJUSTED  
 KF0667  ___________________________________________________________________
 KF0667  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 KF0667  DYNAMIC HT  -         324.555 (meters)    1064.81  (feet)  COMP
 KF0667  MODELED GRAV-     979,940.1   (mgal)                       NAVD 88
 KF0667
 KF0667  VERT ORDER  -  FIRST     CLASS II
 KF0667
 KF0667.The horizontal coordinates were scaled from a topographic map and have
 KF0667.an estimated accuracy of +/- 6 seconds.
 KF0667
 KF0667.The orthometric height was determined by differential leveling
 KF0667.and adjusted by the National Geodetic Survey in June 1991..
 KF0667.WARNING-Repeat measurements at this control monument indicate possible
 KF0667.vertical movement.
 KF0667
 KF0667.The geoid height was determined by GEOID03.
 KF0667
 KF0667.The dynamic height is computed by dividing the NAVD 88
 KF0667.geopotential number by the normal gravity value computed on the
 KF0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0667.degrees latitude (g = 980.6199 gals.).
 KF0667
 KF0667.The modeled gravity was interpolated from observed gravity values.
 KF0667
 KF0667;                    North         East    Units  Estimated Accuracy
 KF0667;SPC KS N     -    81,600.      505,800.      MT  (+/- 180 meters Scaled)
 KF0667
 KF0667                          SUPERSEDED SURVEY CONTROL
 KF0667
 KF0667  NGVD 29 (??/??/92)  324.648  (m)         1065.12   (f) ADJ UNCH    1 2
 KF0667
 KF0667.Superseded values are not recommended for survey control.
 KF0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0667.See file dsdata.txt to determine how the superseded data were derived.
 KF0667
 KF0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ922260(NAD 83)
 KF0667_MARKER: DB = BENCH MARK DISK
 KF0667_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0667_SP_SET: HEADWALL
 KF0667_STAMPING: B 264 1940
 KF0667_MARK LOGO: CGS   
 KF0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0667+STABILITY: SURFACE MOTION
 KF0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0667+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2002
 KF0667
 KF0667  HISTORY     - Date     Condition        Report By
 KF0667  HISTORY     - 1940     MONUMENTED       CGS
 KF0667  HISTORY     - 1965     GOOD             NGS
 KF0667  HISTORY     - 1983     GOOD             USGS
 KF0667  HISTORY     - 1986     GOOD             NGS
 KF0667  HISTORY     - 20020821 GOOD             USGS
 KF0667
 KF0667                          STATION DESCRIPTION
 KF0667
 KF0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0667'AT FORT RILEY.
 KF0667'AT FORT RILEY, GEARY COUNTY, ON THE UNION PACIFIC RAILROAD,
 KF0667'AT THE CROSSING OF MARSHALL AVENUE JUST EAST OF THE STATION,
 KF0667'34 FEET NORTHEAST OF THE CENTER LINE OF THE AVENUE, AT A 3- BY
 KF0667'12-FOOT CONCRETE CULVERT UNDER THE TRACK, IN THE TOP OF THE
 KF0667'EAST WINGWALL, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 KF0667'MAIN-LINE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 KF0667'STAMPED, B 264 1940.
 KF0667
 KF0667                          STATION RECOVERY (1983)
 KF0667
 KF0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KF0667'RECOVERED IN GOOD CONDITION.
 KF0667
 KF0667                          STATION RECOVERY (1986)
 KF0667
 KF0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0667'RECOVERED IN GOOD CONDITION.
 KF0667
 KF0667                          STATION RECOVERY (2002)
 KF0667
 KF0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2002 (SES)
 KF0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0468 ***********************************************************************
 HG0468  DESIGNATION -  B 266
 HG0468  PID         -  HG0468
 HG0468  STATE/COUNTY-  KS/COMANCHE
 HG0468  USGS QUAD   -  COLDWATER (1979)
 HG0468
 HG0468                         *CURRENT SURVEY CONTROL
 HG0468  ___________________________________________________________________
 HG0468* NAD 83(1986)-  37 17 32.     (N)    099 17 30.     (W)     SCALED    
 HG0468* NAVD 88     -       658.769  (meters)    2161.31   (feet)  ADJUSTED  
 HG0468  ___________________________________________________________________
 HG0468  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 HG0468  DYNAMIC HT  -         658.184 (meters)    2159.39  (feet)  COMP
 HG0468  MODELED GRAV-     979,721.4   (mgal)                       NAVD 88
 HG0468
 HG0468  VERT ORDER  -  SECOND    CLASS 0
 HG0468
 HG0468.The horizontal coordinates were scaled from a topographic map and have
 HG0468.an estimated accuracy of +/- 6 seconds.
 HG0468
 HG0468.The orthometric height was determined by differential leveling
 HG0468.and adjusted by the National Geodetic Survey in June 1991..
 HG0468
 HG0468.The geoid height was determined by GEOID03.
 HG0468
 HG0468.The dynamic height is computed by dividing the NAVD 88
 HG0468.geopotential number by the normal gravity value computed on the
 HG0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0468.degrees latitude (g = 980.6199 gals.).
 HG0468
 HG0468.The modeled gravity was interpolated from observed gravity values.
 HG0468
 HG0468;                    North         East    Units  Estimated Accuracy
 HG0468;SPC KS S     -   469,730.      329,800.      MT  (+/- 180 meters Scaled)
 HG0468
 HG0468                          SUPERSEDED SURVEY CONTROL
 HG0468
 HG0468  NGVD 29 (??/??/92)  658.489  (m)         2160.39   (f) ADJ UNCH    2 0
 HG0468
 HG0468.Superseded values are not recommended for survey control.
 HG0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0468.See file dsdata.txt to determine how the superseded data were derived.
 HG0468
 HG0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG741273(NAD 83)
 HG0468_MARKER: DB = BENCH MARK DISK
 HG0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0468_STAMPING: B 266 1940
 HG0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0468+STABILITY: SURFACE MOTION
 HG0468
 HG0468  HISTORY     - Date     Condition        Report By
 HG0468  HISTORY     - 1940     MONUMENTED       CGS
 HG0468  HISTORY     - 1973     MARK NOT FOUND   USGS
 HG0468
 HG0468                          STATION DESCRIPTION
 HG0468
 HG0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0468'2.6 MI NE FROM COLDWATER.
 HG0468'2.6 MILES NORTHEAST OF DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA,
 HG0468'AND SANTA FE RR.  50 FEET NORTHEAST OF THE CENTERLINE OF A SECTION
 HG0468'LINE ROAD.  27 FEET SOUTHWEST OF CENTERLINE OF TRACK.  21 FEET NORTH
 HG0468'OF A FENCE.  2.8 FEET NORTH OF 4X4 INCH WOODEN POST PAINTED WHITE
 HG0468'PROJECTING 2.0 FEET.  NOTE-- THERE APPEARS TO HAVE BEEN SOME LEVELING
 HG0468'OF THE GROUND IN THIS AREA.
 HG0468
 HG0468                          STATION RECOVERY (1973)
 HG0468
 HG0468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HG0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0415 ***********************************************************************
 JG0415  DESIGNATION -  B 268
 JG0415  PID         -  JG0415
 JG0415  STATE/COUNTY-  KS/RUSH
 JG0415  USGS QUAD   -  LA CROSSE (1983)
 JG0415
 JG0415                         *CURRENT SURVEY CONTROL
 JG0415  ___________________________________________________________________
 JG0415* NAD 83(1986)-  38 35 28.     (N)    099 19 08.     (W)     SCALED    
 JG0415* NAVD 88     -       642.444  (meters)    2107.75   (feet)  ADJUSTED  
 JG0415  ___________________________________________________________________
 JG0415  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 JG0415  DYNAMIC HT  -         641.953 (meters)    2106.14  (feet)  COMP
 JG0415  MODELED GRAV-     979,842.6   (mgal)                       NAVD 88
 JG0415
 JG0415  VERT ORDER  -  SECOND    CLASS 0
 JG0415
 JG0415.The horizontal coordinates were scaled from a topographic map and have
 JG0415.an estimated accuracy of +/- 6 seconds.
 JG0415
 JG0415.The orthometric height was determined by differential leveling
 JG0415.and adjusted by the National Geodetic Survey in June 1991..
 JG0415
 JG0415.The geoid height was determined by GEOID03.
 JG0415
 JG0415.The dynamic height is computed by dividing the NAVD 88
 JG0415.geopotential number by the normal gravity value computed on the
 JG0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0415.degrees latitude (g = 980.6199 gals.).
 JG0415
 JG0415.The modeled gravity was interpolated from observed gravity values.
 JG0415
 JG0415;                    North         East    Units  Estimated Accuracy
 JG0415;SPC KS S     -   613,910.      328,660.      MT  (+/- 180 meters Scaled)
 JG0415
 JG0415                          SUPERSEDED SURVEY CONTROL
 JG0415
 JG0415  NGVD 29 (??/??/92)  642.190  (m)         2106.92   (f) ADJ UNCH    2 0
 JG0415
 JG0415.Superseded values are not recommended for survey control.
 JG0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0415.See file dsdata.txt to determine how the superseded data were derived.
 JG0415
 JG0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH722714(NAD 83)
 JG0415_MARKER: DB = BENCH MARK DISK
 JG0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0415_SP_SET: CULVERT
 JG0415_STAMPING: B 268 1940
 JG0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0415
 JG0415  HISTORY     - Date     Condition        Report By
 JG0415  HISTORY     - 1940     MONUMENTED       CGS
 JG0415
 JG0415                          STATION DESCRIPTION
 JG0415
 JG0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0415'4.1 MI N FROM LA CROSSE.
 JG0415'4.1 MILES NORTH ALONG HIGHWAYS FROM CITY HALL.  ALONG RIGHT-OF-WAY
 JG0415'OF U.S. HIGHWAY NO. 183 AND STATE HIGHWAY NO. 1.  19 FEET
 JG0415'WEST OF A WIRE FENCE.  14.4 FEET EAST OF CENTER LINE OF
 JG0415'HIGHWAYS.  IN THE CENTER OF THE EAST WALL OF A SMALL RECTANGULAR
 JG0415'CONCRETE CULVERT.  NO WOODEN POST SET, CULVERT ACTS AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0471 ***********************************************************************
 JG0471  DESIGNATION -  B 27
 JG0471  PID         -  JG0471
 JG0471  STATE/COUNTY-  KS/NESS
 JG0471  USGS QUAD   -  NESS CITY (1966)
 JG0471
 JG0471                         *CURRENT SURVEY CONTROL
 JG0471  ___________________________________________________________________
 JG0471* NAD 83(1986)-  38 27 06.     (N)    099 54 15.     (W)     SCALED    
 JG0471* NAVD 88     -       687.445  (meters)    2255.39   (feet)  ADJUSTED  
 JG0471  ___________________________________________________________________
 JG0471  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 JG0471  DYNAMIC HT  -         686.894 (meters)    2253.58  (feet)  COMP
 JG0471  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 JG0471
 JG0471  VERT ORDER  -  SECOND    CLASS 0
 JG0471
 JG0471.The horizontal coordinates were scaled from a topographic map and have
 JG0471.an estimated accuracy of +/- 6 seconds.
 JG0471
 JG0471.The orthometric height was determined by differential leveling
 JG0471.and adjusted by the National Geodetic Survey in June 1991..
 JG0471
 JG0471.The geoid height was determined by GEOID03.
 JG0471
 JG0471.The dynamic height is computed by dividing the NAVD 88
 JG0471.geopotential number by the normal gravity value computed on the
 JG0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0471.degrees latitude (g = 980.6199 gals.).
 JG0471
 JG0471.The modeled gravity was interpolated from observed gravity values.
 JG0471
 JG0471;                    North         East    Units  Estimated Accuracy
 JG0471;SPC KS S     -   599,040.      277,440.      MT  (+/- 180 meters Scaled)
 JG0471
 JG0471                          SUPERSEDED SURVEY CONTROL
 JG0471
 JG0471  NGVD 29 (??/??/92)  687.168  (m)         2254.48   (f) ADJ UNCH    2 0
 JG0471
 JG0471.Superseded values are not recommended for survey control.
 JG0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0471.See file dsdata.txt to determine how the superseded data were derived.
 JG0471
 JG0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH211563(NAD 83)
 JG0471_MARKER: DB = BENCH MARK DISK
 JG0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0471+STABILITY: SURFACE MOTION
 JG0471
 JG0471  HISTORY     - Date     Condition        Report By
 JG0471  HISTORY     - UNK      MONUMENTED       CGS
 JG0471  HISTORY     - 1934     GOOD             NGS
 JG0471  HISTORY     - 1942     GOOD             NGS
 JG0471
 JG0471                          STATION DESCRIPTION
 JG0471
 JG0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0471'IN NESS CITY.
 JG0471'IN TOWN.  LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.
 JG0471'59 FT. NORTH OF THE CENTER LINE OF THE TRACK.  52 FT. EAST OF
 JG0471'THE CENTER LINE OF THE MAIN NORTH AND SOUTH STREET WHICH IS
 JG0471'HIGHWAY NO. 21.  NOTE-- HWY 21 IS NOW U.S. 283.
 JG0471
 JG0471                          STATION RECOVERY (1942)
 JG0471
 JG0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JG0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0750 ***********************************************************************
 KE0750  DESIGNATION -  B 271
 KE0750  PID         -  KE0750
 KE0750  STATE/COUNTY-  KS/SHAWNEE
 KE0750  USGS QUAD   -  GRANTVILLE (1983)
 KE0750
 KE0750                         *CURRENT SURVEY CONTROL
 KE0750  ___________________________________________________________________
 KE0750* NAD 83(1986)-  39 03 14.     (N)    095 34 16.     (W)     SCALED    
 KE0750* NAVD 88     -       264.926  (meters)     869.18   (feet)  ADJUSTED  
 KE0750  ___________________________________________________________________
 KE0750  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KE0750  DYNAMIC HT  -         264.754 (meters)     868.61  (feet)  COMP
 KE0750  MODELED GRAV-     979,972.8   (mgal)                       NAVD 88
 KE0750
 KE0750  VERT ORDER  -  FIRST     CLASS II
 KE0750
 KE0750.The horizontal coordinates were scaled from a topographic map and have
 KE0750.an estimated accuracy of +/- 6 seconds.
 KE0750
 KE0750.The orthometric height was determined by differential leveling
 KE0750.and adjusted by the National Geodetic Survey in June 1991..
 KE0750
 KE0750.The geoid height was determined by GEOID03.
 KE0750
 KE0750.The dynamic height is computed by dividing the NAVD 88
 KE0750.geopotential number by the normal gravity value computed on the
 KE0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0750.degrees latitude (g = 980.6199 gals.).
 KE0750
 KE0750.The modeled gravity was interpolated from observed gravity values.
 KE0750
 KE0750;                    North         East    Units  Estimated Accuracy
 KE0750;SPC KS N     -    82,810.      610,210.      MT  (+/- 180 meters Scaled)
 KE0750
 KE0750                          SUPERSEDED SURVEY CONTROL
 KE0750
 KE0750  NGVD 29 (??/??/92)  264.833  (m)          868.87   (f) ADJ UNCH    1 2
 KE0750
 KE0750.Superseded values are not recommended for survey control.
 KE0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0750.See file dsdata.txt to determine how the superseded data were derived.
 KE0750
 KE0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD775259(NAD 83)
 KE0750_MARKER: DB = BENCH MARK DISK
 KE0750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0750_SP_SET: PIER
 KE0750_STAMPING: B 271 1940
 KE0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0750
 KE0750  HISTORY     - Date     Condition        Report By
 KE0750  HISTORY     - 1940     MONUMENTED       CGS
 KE0750  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0750
 KE0750                          STATION DESCRIPTION
 KE0750
 KE0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KE0750'5.5 MI E FROM TOPEKA.
 KE0750'5.5 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0750'STATION IN TOPEKA.  BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KE0750'ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT RAILROAD TRESTLE NO. 47 B,
 KE0750'APPROXIMATELY 10 FEET BELOW LEVEL OF TRACK, ON TOP OF THE SOUTH END OF
 KE0750'THE EAST CONCRETE PIER, SET FLUSH AND HORIZONTALLY.  NO 4 X 4 INCH
 KE0750'WOODEN POST SET-- TRESTLE SERVES AS LANDMARK.
 KE0750
 KE0750                          STATION RECOVERY (1986)
 KE0750
 KE0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0328 ***********************************************************************
 JH0328  DESIGNATION -  B 272
 JH0328  PID         -  JH0328
 JH0328  STATE/COUNTY-  KS/GREELEY
 JH0328  USGS QUAD   -  SELKIRK NW (1970)
 JH0328
 JH0328                         *CURRENT SURVEY CONTROL
 JH0328  ___________________________________________________________________
 JH0328* NAD 83(1997)-  38 27 39.94509(N)    101 37 31.98975(W)     ADJUSTED  
 JH0328* NAVD 88     -      1067.329  (meters)    3501.73   (feet)  ADJUSTED  
 JH0328  ___________________________________________________________________
 JH0328  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JH0328  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 JH0328  DYNAMIC HT  -        1066.374 (meters)    3498.60  (feet)  COMP
 JH0328  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 JH0328
 JH0328  HORZ ORDER  -  SECOND
 JH0328  VERT ORDER  -  SECOND    CLASS 0
 JH0328
 JH0328.The horizontal coordinates were established by classical geodetic methods
 JH0328.and adjusted by the National Geodetic Survey in October 1998..
 JH0328
 JH0328.The orthometric height was determined by differential leveling
 JH0328.and adjusted by the National Geodetic Survey in June 1991..
 JH0328
 JH0328.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0328
 JH0328.The geoid height was determined by GEOID03.
 JH0328
 JH0328.The dynamic height is computed by dividing the NAVD 88
 JH0328.geopotential number by the normal gravity value computed on the
 JH0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0328.degrees latitude (g = 980.6199 gals.).
 JH0328
 JH0328.The modeled gravity was interpolated from observed gravity values.
 JH0328
 JH0328;                    North         East     Units Scale Factor Converg.
 JH0328;SPC KS S     -   603,731.666   127,259.122   MT  0.99998083   -1 55 14.7
 JH0328;UTM  14      - 4,260,242.546   270,915.972   MT  1.00024633   -1 38 01.5
 JH0328
 JH0328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0328!SPC KS S     -   0.99983634  x   0.99998083  =   0.99981718
 JH0328!UTM  14      -   0.99983634  x   1.00024633  =   1.00008263
 JH0328
 JH0328                          SUPERSEDED SURVEY CONTROL
 JH0328
 JH0328  NAD 83(1986)-  38 27 39.94399(N)    101 37 31.98904(W) AD(       ) 2
 JH0328  NAD 27      -  38 27 39.88588(N)    101 37 30.38766(W) AD(       ) 2
 JH0328  NGVD 29 (??/??/92) 1066.904  (m)         3500.33   (f) ADJ UNCH    2 0
 JH0328
 JH0328.Superseded values are not recommended for survey control.
 JH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0328.See file dsdata.txt to determine how the superseded data were derived.
 JH0328
 JH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH7091660243(NAD 83)
 JH0328_MARKER: DB = BENCH MARK DISK
 JH0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0328_STAMPING: B 272 1940
 JH0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0328+STABILITY: SURFACE MOTION
 JH0328
 JH0328  HISTORY     - Date     Condition        Report By
 JH0328  HISTORY     - 1940     MONUMENTED       CGS
 JH0328
 JH0328                          STATION DESCRIPTION
 JH0328
 JH0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0328'4.8 MI W FROM SELKIRK.
 JH0328'4.8 MILES WEST OF MISSOURI PACIFIC RAILROAD STATION IN SELKIRK.
 JH0328'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0328'RAILROAD, AT A GRADE CROSSING, 60 YARDS NORTHWEST OF CENTER OF
 JH0328'THE CROSSING, 56 YARDS WEST OF CENTER LINE OF ROAD CROSSING THE
 JH0328'TRACK, 45.5 FEET NORTH OF CENTER LINE OF THE TRACK, 5.0 FEET
 JH0328'NORTH OF THE FIRST POLE WEST OF MILEPOST NO. 721-30, 5.0 FEET
 JH0328'SOUTH OF THE RIGHT-OF-WAY FENCE, 3.0 FEET WEST OF A 4 X 4 INCH
 JH0328'WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0265 ***********************************************************************
 HH0265  DESIGNATION -  B 273
 HH0265  PID         -  HH0265
 HH0265  STATE/COUNTY-  KS/GRANT
 HH0265  USGS QUAD   -  HICKOK (1959)
 HH0265
 HH0265                         *CURRENT SURVEY CONTROL
 HH0265  ___________________________________________________________________
 HH0265* NAD 83(1986)-  37 34 03.     (N)    101 14 41.     (W)     SCALED    
 HH0265* NAVD 88     -       931.370  (meters)    3055.67   (feet)  ADJUSTED  
 HH0265  ___________________________________________________________________
 HH0265  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 HH0265  DYNAMIC HT  -         930.496 (meters)    3052.80  (feet)  COMP
 HH0265  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 HH0265
 HH0265  VERT ORDER  -  SECOND    CLASS 0
 HH0265
 HH0265.The horizontal coordinates were scaled from a topographic map and have
 HH0265.an estimated accuracy of +/- 6 seconds.
 HH0265
 HH0265.The orthometric height was determined by differential leveling
 HH0265.and adjusted by the National Geodetic Survey in June 1991..
 HH0265
 HH0265.The geoid height was determined by GEOID03.
 HH0265
 HH0265.The dynamic height is computed by dividing the NAVD 88
 HH0265.geopotential number by the normal gravity value computed on the
 HH0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0265.degrees latitude (g = 980.6199 gals.).
 HH0265
 HH0265.The modeled gravity was interpolated from observed gravity values.
 HH0265
 HH0265;                    North         East    Units  Estimated Accuracy
 HH0265;SPC KS S     -   503,550.      157,560.      MT  (+/- 180 meters Scaled)
 HH0265
 HH0265                          SUPERSEDED SURVEY CONTROL
 HH0265
 HH0265  NGVD 29 (??/??/92)  930.983  (m)         3054.40   (f) ADJ UNCH    2 0
 HH0265
 HH0265.Superseded values are not recommended for survey control.
 HH0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0265.See file dsdata.txt to determine how the superseded data were derived.
 HH0265
 HH0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG017601(NAD 83)
 HH0265_MARKER: DB = BENCH MARK DISK
 HH0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0265_STAMPING: B 273 1940
 HH0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0265+STABILITY: SURFACE MOTION
 HH0265
 HH0265  HISTORY     - Date     Condition        Report By
 HH0265  HISTORY     - 1940     MONUMENTED       CGS
 HH0265
 HH0265                          STATION DESCRIPTION
 HH0265
 HH0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0265'0.7 MI NW FROM HICKOK.
 HH0265'0.7 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0265'RAILWAY FROM THE C. M. GRAIN ELEVATOR AT HICKOK, GRANT COUNTY,
 HH0265'3-1/2 POLES SOUTHEAST OF TRESTLE 16B, 51 FEET SOUTHWEST OF THE
 HH0265'CENTERLINE OF THE TRACK, 4.5 FEET SOUTHEAST OF A TELEPHONE
 HH0265'POLE, 5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 2.6 FEET
 HH0265'NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 HH0265'STAMPED B 273 1940 AND SET IN THE TOP OF A CONCRETE POST
 HH0265'PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1123 ***********************************************************************
 JE1123  DESIGNATION -  B 274
 JE1123  PID         -  JE1123
 JE1123  STATE/COUNTY-  KS/ANDERSON
 JE1123  USGS QUAD   -  GARNETT EAST (1983)
 JE1123
 JE1123                         *CURRENT SURVEY CONTROL
 JE1123  ___________________________________________________________________
 JE1123* NAD 83(1986)-  38 22 29.     (N)    095 09 59.     (W)     SCALED    
 JE1123* NAVD 88     -       273.322  (meters)     896.72   (feet)  ADJUSTED  
 JE1123  ___________________________________________________________________
 JE1123  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JE1123  DYNAMIC HT  -         273.128 (meters)     896.09  (feet)  COMP
 JE1123  MODELED GRAV-     979,911.1   (mgal)                       NAVD 88
 JE1123
 JE1123  VERT ORDER  -  SECOND    CLASS 0
 JE1123
 JE1123.The horizontal coordinates were scaled from a topographic map and have
 JE1123.an estimated accuracy of +/- 6 seconds.
 JE1123
 JE1123.The orthometric height was determined by differential leveling
 JE1123.and adjusted by the National Geodetic Survey in June 1991..
 JE1123
 JE1123.The geoid height was determined by GEOID03.
 JE1123
 JE1123.The dynamic height is computed by dividing the NAVD 88
 JE1123.geopotential number by the normal gravity value computed on the
 JE1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1123.degrees latitude (g = 980.6199 gals.).
 JE1123
 JE1123.The modeled gravity was interpolated from observed gravity values.
 JE1123
 JE1123;                    North         East    Units  Estimated Accuracy
 JE1123;SPC KS S     -   594,780.      691,230.      MT  (+/- 180 meters Scaled)
 JE1123
 JE1123                          SUPERSEDED SURVEY CONTROL
 JE1123
 JE1123  NGVD 29 (??/??/92)  273.190  (m)          896.29   (f) ADJ UNCH    2 0
 JE1123
 JE1123.Superseded values are not recommended for survey control.
 JE1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1123.See file dsdata.txt to determine how the superseded data were derived.
 JE1123
 JE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC107496(NAD 83)
 JE1123_MARKER: DB = BENCH MARK DISK
 JE1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1123_STAMPING: B 274 1945
 JE1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1123+STABILITY: SURFACE MOTION
 JE1123
 JE1123  HISTORY     - Date     Condition        Report By
 JE1123  HISTORY     - 1945     MONUMENTED       CGS
 JE1123  HISTORY     - 1964     MARK NOT FOUND   USGS
 JE1123
 JE1123                          STATION DESCRIPTION
 JE1123
 JE1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1123'3.2 MI E FROM SCIPIO.
 JE1123'3.2 MILES EAST ALONG THE ROAD TO GREELEY FROM THE SCHOOL HOUSE
 JE1123'AT SCIPIO.  65.0 EAST OF A CROSS FENCE, 29.0 FEET SOUTH OF
 JE1123'THE CENTERLINE OF THE ROAD, 6.0 FEET WEST OF A POWER POLE, 2.0
 JE1123'FEET EAST OF A WHITE 4 BY 4 WITNESS POST, 1.0 FOOT NORTH OF A
 JE1123'FENCE LINE.  AN IRON DISK SET IN THE TOP OF A CONCRETE POST.
 JE1123'STAMPED B--274-1945.  NOTE-- BELIEVED TO BE DESTROYED DUE TO
 JE1123'ROAD CONSTRUCTION.
 JE1123
 JE1123                          STATION RECOVERY (1964)
 JE1123
 JE1123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JE1123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1084 ***********************************************************************
 KE1084  DESIGNATION -  B 276 RESET
 KE1084  PID         -  KE1084
 KE1084  STATE/COUNTY-  KS/DOUGLAS
 KE1084  USGS QUAD   -  MIDLAND (1978)
 KE1084
 KE1084                         *CURRENT SURVEY CONTROL
 KE1084  ___________________________________________________________________
 KE1084* NAD 83(1997)-  39 00 01.55684(N)    095 13 59.28380(W)     ADJUSTED  
 KE1084* NAVD 88     -       248.832  (meters)     816.38   (feet)  ADJUSTED  
 KE1084  ___________________________________________________________________
 KE1084  X           -    -452,710.216 (meters)                     COMP
 KE1084  Y           -  -4,942,777.172 (meters)                     COMP
 KE1084  Z           -   3,992,490.922 (meters)                     COMP
 KE1084  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 KE1084  ELLIP HEIGHT-         217.04  (meters)          (07/29/04) GPS OBS
 KE1084  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KE1084  DYNAMIC HT  -         248.669 (meters)     815.84  (feet)  COMP
 KE1084  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 KE1084
 KE1084  HORZ ORDER  -  FIRST
 KE1084  VERT ORDER  -  FIRST     CLASS II
 KE1084  ELLP ORDER  -  FOURTH    CLASS II
 KE1084
 KE1084.The horizontal coordinates were established by GPS observations
 KE1084.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 KE1084
 KE1084.The orthometric height was determined by differential leveling
 KE1084.and adjusted by the National Geodetic Survey in June 1991..
 KE1084
 KE1084.Photographs are available for this station.
 KE1084
 KE1084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1084
 KE1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1084
 KE1084.The ellipsoidal height was determined by GPS observations
 KE1084.and is referenced to NAD 83.
 KE1084
 KE1084.The geoid height was determined by GEOID03.
 KE1084
 KE1084.The dynamic height is computed by dividing the NAVD 88
 KE1084.geopotential number by the normal gravity value computed on the
 KE1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1084.degrees latitude (g = 980.6199 gals.).
 KE1084
 KE1084.The modeled gravity was interpolated from observed gravity values.
 KE1084
 KE1084;                    North         East     Units Scale Factor Converg.
 KE1084;SPC KS N     -    77,716.393   639,636.801   MT  0.99996634   +1 45 02.3
 KE1084;UTM  15      - 4,319,196.888   306,619.865   MT  1.00006049   -1 24 20.9
 KE1084
 KE1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1084!SPC KS N     -   0.99996595  x   0.99996634  =   0.99993229
 KE1084!UTM  15      -   0.99996595  x   1.00006049  =   1.00002644
 KE1084
 KE1084                          SUPERSEDED SURVEY CONTROL
 KE1084
 KE1084  ELLIP H (03/07/02)  217.01   (m)                       GP(       ) 4 2
 KE1084  NAVD 88 (03/07/02)  248.83   (m)          816.4    (f) LEVELING    3  
 KE1084
 KE1084.Superseded values are not recommended for survey control.
 KE1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1084.See file dsdata.txt to determine how the superseded data were derived.
 KE1084
 KE1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD0662019197(NAD 83)
 KE1084_MARKER: DB = BENCH MARK DISK
 KE1084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KE1084_SP_SET: HEADWALL
 KE1084_STAMPING: B 276 RESET 1956
 KE1084_MARK LOGO: CGS   
 KE1084_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1084+STABILITY: SURFACE MOTION
 KE1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1084+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2001
 KE1084
 KE1084  HISTORY     - Date     Condition        Report By
 KE1084  HISTORY     - 1956     MONUMENTED       KSHC
 KE1084  HISTORY     - 1986     GOOD             NGS
 KE1084  HISTORY     - 20001004 GOOD             LOCSUR
 KE1084  HISTORY     - 20010427 GOOD             MSAM
 KE1084
 KE1084                          STATION DESCRIPTION
 KE1084
 KE1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1084'IN LAWRENCE.
 KE1084'IN LAWRENCE, AT THE INTERSECTION OF HIGHWAYS 40, 59, AND 24, 22.6 M
 KE1084'(74.0 FT) EAST THE CENTER LINE OF THE NORTH BOUND LANE OF HIGHWAY 59,
 KE1084'IN TOP OF THE NORTHEAST END OF THE SOUTH HEADWALL OF A 18.2 M (6.0 FT)
 KE1084'X 12.2 M (4.0 FT) CONCRETE CULVERT.
 KE1084'THE MARK IS 1.8 M BELOW HIGHWAY.
 KE1084
 KE1084                          STATION RECOVERY (2000)
 KE1084
 KE1084'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 KE1084'RECOVERY NOTE OF 1986 STILL VALID.
 KE1084'SET CARSONITE POST 2-FEET EAST OF STATION.
 KE1084
 KE1084                          STATION RECOVERY (2001)
 KE1084
 KE1084'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 KE1084'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 KE1084' 
 KE1084'RECOVERED AS DESCRIBED.
 KE1084'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0748 ***********************************************************************
 JE0748  DESIGNATION -  B 277
 JE0748  PID         -  JE0748
 JE0748  STATE/COUNTY-  KS/LINN
 JE0748  USGS QUAD   -  MOUND CITY NW (1966)
 JE0748
 JE0748                         *CURRENT SURVEY CONTROL
 JE0748  ___________________________________________________________________
 JE0748* NAD 83(1986)-  38 08 44.     (N)    094 52 37.     (W)     SCALED    
 JE0748* NAVD 88     -       264.151  (meters)     866.64   (feet)  ADJUSTED  
 JE0748  ___________________________________________________________________
 JE0748  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JE0748  DYNAMIC HT  -         263.958 (meters)     866.00  (feet)  COMP
 JE0748  MODELED GRAV-     979,889.0   (mgal)                       NAVD 88
 JE0748
 JE0748  VERT ORDER  -  SECOND    CLASS 0
 JE0748
 JE0748.The horizontal coordinates were scaled from a topographic map and have
 JE0748.an estimated accuracy of +/- 6 seconds.
 JE0748
 JE0748.The orthometric height was determined by differential leveling
 JE0748.and adjusted by the National Geodetic Survey in June 1991..
 JE0748
 JE0748.The geoid height was determined by GEOID03.
 JE0748
 JE0748.The dynamic height is computed by dividing the NAVD 88
 JE0748.geopotential number by the normal gravity value computed on the
 JE0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0748.degrees latitude (g = 980.6199 gals.).
 JE0748
 JE0748.The modeled gravity was interpolated from observed gravity values.
 JE0748
 JE0748;                    North         East    Units  Estimated Accuracy
 JE0748;SPC KS S     -   570,310.      717,490.      MT  (+/- 180 meters Scaled)
 JE0748
 JE0748                          SUPERSEDED SURVEY CONTROL
 JE0748
 JE0748  NGVD 29 (??/??/92)  264.019  (m)          866.20   (f) ADJ UNCH    2 0
 JE0748
 JE0748.Superseded values are not recommended for survey control.
 JE0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0748.See file dsdata.txt to determine how the superseded data were derived.
 JE0748
 JE0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC355236(NAD 83)
 JE0748_MARKER: DB = BENCH MARK DISK
 JE0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0748_STAMPING: B 277 1945
 JE0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0748+STABILITY: SURFACE MOTION
 JE0748
 JE0748  HISTORY     - Date     Condition        Report By
 JE0748  HISTORY     - 1945     MONUMENTED       CGS
 JE0748  HISTORY     - 1951     GOOD             NGS
 JE0748
 JE0748                          STATION DESCRIPTION
 JE0748
 JE0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0748'3.7 MI W FROM MOUND CITY.
 JE0748'3.7 MILES WEST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE0748'RAILROAD FROM THE ABANDONED STATION AT MOUND CITY, LINN COUNTY,
 JE0748'AT THE CROSSING OF A NORTH-AND-SOUTH LANE, 12 FEET EAST OF THE
 JE0748'CENTERLINE OF THE LANE, IN LINE WITH THE CENTERLINE OF THE OLD
 JE0748'ROADBED, 4 FEET SOUTHEAST OF THE EAST END OF A WIRE GATE, 1 FOOT
 JE0748'SOUTH OF A FENCE, AND 1 FOOT WEST OF A WHITE WOODEN WITNESS POST.
 JE0748'A STANDARD DISK, STAMPED B 277 1945 AND SET IN THE TOP OF A
 JE0748'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.  TO REACH THE
 JE0748'STATION FROM THE ABANDONED MISSOURI PACIFIC RAILROAD STATION,
 JE0748'GO WEST FOR 0.7 MILE TO STATE HIGHWAY 7, TURN RIGHT AND GO NORTH
 JE0748'ON STATE HIGHWAY 7 FOR 0.2 MILE.  TURN LEFT AND GO WEST ON MAIN
 JE0748'GRAVELLED ROAD FOR 3.0 MILES TO FARM ROAD.  TURN LEFT ON FARM
 JE0748'ROAD AND GO SOUTH FOR 0.2 MILE TO THE F.G. BREUEL FARM.  PASS
 JE0748'THROUGH FARM AND GO SOUTH ACROSS FIELD FOR 0.35 MILE TO ROADBED
 JE0748'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1160 ***********************************************************************
 JE1160  DESIGNATION -  B 278
 JE1160  PID         -  JE1160
 JE1160  STATE/COUNTY-  KS/COFFEY
 JE1160  USGS QUAD   -  NEOSHO FALLS (1971)
 JE1160
 JE1160                         *CURRENT SURVEY CONTROL
 JE1160  ___________________________________________________________________
 JE1160* NAD 83(1986)-  38 04 29.     (N)    095 36 36.     (W)     SCALED    
 JE1160* NAVD 88     -       304.707  (meters)     999.69   (feet)  ADJUSTED  
 JE1160  ___________________________________________________________________
 JE1160  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JE1160  DYNAMIC HT  -         304.480 (meters)     998.95  (feet)  COMP
 JE1160  MODELED GRAV-     979,877.8   (mgal)                       NAVD 88
 JE1160
 JE1160  VERT ORDER  -  SECOND    CLASS 0
 JE1160
 JE1160.The horizontal coordinates were scaled from a topographic map and have
 JE1160.an estimated accuracy of +/- 6 seconds.
 JE1160
 JE1160.The orthometric height was determined by differential leveling
 JE1160.and adjusted by the National Geodetic Survey in June 1991..
 JE1160
 JE1160.The geoid height was determined by GEOID03.
 JE1160
 JE1160.The dynamic height is computed by dividing the NAVD 88
 JE1160.geopotential number by the normal gravity value computed on the
 JE1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1160.degrees latitude (g = 980.6199 gals.).
 JE1160
 JE1160.The modeled gravity was interpolated from observed gravity values.
 JE1160
 JE1160;                    North         East    Units  Estimated Accuracy
 JE1160;SPC KS S     -   560,200.      653,520.      MT  (+/- 180 meters Scaled)
 JE1160
 JE1160                          SUPERSEDED SURVEY CONTROL
 JE1160
 JE1160  NGVD 29 (??/??/92)  304.552  (m)          999.18   (f) ADJ UNCH    2 0
 JE1160
 JE1160.Superseded values are not recommended for survey control.
 JE1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1160.See file dsdata.txt to determine how the superseded data were derived.
 JE1160
 JE1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC710173(NAD 83)
 JE1160_MARKER: DB = BENCH MARK DISK
 JE1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1160_STAMPING: B 278 1945
 JE1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1160+STABILITY: SURFACE MOTION
 JE1160
 JE1160  HISTORY     - Date     Condition        Report By
 JE1160  HISTORY     - 1945     MONUMENTED       CGS
 JE1160
 JE1160                          STATION DESCRIPTION
 JE1160
 JE1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1160'1.7 MI E FROM LE ROY.
 JE1160'ABOUT 1.7 MILES EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI
 JE1160'PACIFIC RAILROAD FROM THE STATION AT LE ROY, AT THE INTERSECTION
 JE1160'OF THE OLD RAILROAD GRADE AND A NORTH-SOUTH DIRT ROAD, 32.5
 JE1160'FEET NORTH OF THE CENTER LINE OF THE GRADE, 26.6 FEET WEST OF
 JE1160'AND ABOUT 2.0 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 35.5
 JE1160'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE AND 1.0
 JE1160'FOOT WEST OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED B 278 1945
 JE1160'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 JE1160'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0430 ***********************************************************************
 JF0430  DESIGNATION -  B 279
 JF0430  PID         -  JF0430
 JF0430  STATE/COUNTY-  KS/GEARY
 JF0430  USGS QUAD   -  KANSAS FALLS (1978)
 JF0430
 JF0430                         *CURRENT SURVEY CONTROL
 JF0430  ___________________________________________________________________
 JF0430* NAD 83(1986)-  38 59 06.     (N)    096 56 28.     (W)     SCALED    
 JF0430* NAVD 88     -       334.379  (meters)    1097.04   (feet)  ADJUSTED  
 JF0430  ___________________________________________________________________
 JF0430  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 JF0430  DYNAMIC HT  -         334.146 (meters)    1096.28  (feet)  COMP
 JF0430  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 JF0430
 JF0430  VERT ORDER  -  FIRST     CLASS II
 JF0430
 JF0430.The horizontal coordinates were scaled from a topographic map and have
 JF0430.an estimated accuracy of +/- 6 seconds.
 JF0430
 JF0430.The orthometric height was determined by differential leveling
 JF0430.and adjusted by the National Geodetic Survey in June 1991..
 JF0430
 JF0430.The geoid height was determined by GEOID03.
 JF0430
 JF0430.The dynamic height is computed by dividing the NAVD 88
 JF0430.geopotential number by the normal gravity value computed on the
 JF0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0430.degrees latitude (g = 980.6199 gals.).
 JF0430
 JF0430.The modeled gravity was interpolated from observed gravity values.
 JF0430
 JF0430;                    North         East    Units  Estimated Accuracy
 JF0430;SPC KS N     -    72,880.      491,740.      MT  (+/- 180 meters Scaled)
 JF0430
 JF0430                          SUPERSEDED SURVEY CONTROL
 JF0430
 JF0430  NGVD 29 (??/??/92)  334.257  (m)         1096.64   (f) ADJ UNCH    1 2
 JF0430
 JF0430.Superseded values are not recommended for survey control.
 JF0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0430.See file dsdata.txt to determine how the superseded data were derived.
 JF0430
 JF0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ783171(NAD 83)
 JF0430_MARKER: DB = BENCH MARK DISK
 JF0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0430_SP_SET: ABUTMENT
 JF0430_STAMPING: B 279 1947
 JF0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0430
 JF0430  HISTORY     - Date     Condition        Report By
 JF0430  HISTORY     - 1947     MONUMENTED       CGS
 JF0430  HISTORY     - 1964     MARK NOT FOUND   USGS
 JF0430
 JF0430                          STATION DESCRIPTION
 JF0430
 JF0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0430'4.4 MI E FROM CHAPMAN.
 JF0430'4.35 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JF0430'AT CHAPMAN, 1 1/2 POLES EAST OF MILE POST NO. 148, AT THE EAST
 JF0430'END OF STEEL PLATE BRIDGE NO. 147.94, 5.7 FEET NORTH OF THE
 JF0430'NORTH RAIL OF THE TRACK, 3.6 FEET BELOW THE BASE OF THE RAILS,
 JF0430'SET IN THE CENTER AND TOP OF AND 5.5 FEET SOUTH OF THE NORTH
 JF0430'END OF THE BRIDGE SOCKET PORTION OF THE EAST STONE ABUTMENT OF
 JF0430'THE BRIDGE.  NOTE-- NEW BRIDGE AT DISCRIPTION OF PLACEMENT OF BM.
 JF0430
 JF0430                          STATION RECOVERY (1964)
 JF0430
 JF0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JF0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0431 ***********************************************************************
 JF0431  DESIGNATION -  B 279 RESET
 JF0431  PID         -  JF0431
 JF0431  STATE/COUNTY-  KS/GEARY
 JF0431  USGS QUAD   -  KANSAS FALLS (1978)
 JF0431
 JF0431                         *CURRENT SURVEY CONTROL
 JF0431  ___________________________________________________________________
 JF0431* NAD 83(1986)-  38 59 05.     (N)    096 56 29.     (W)     SCALED    
 JF0431* NAVD 88     -       334.555  (meters)    1097.62   (feet)  ADJUSTED  
 JF0431  ___________________________________________________________________
 JF0431  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 JF0431  DYNAMIC HT  -         334.322 (meters)    1096.85  (feet)  COMP
 JF0431  MODELED GRAV-     979,922.4   (mgal)                       NAVD 88
 JF0431
 JF0431  VERT ORDER  -  FIRST     CLASS II
 JF0431
 JF0431.The horizontal coordinates were scaled from a topographic map and have
 JF0431.an estimated accuracy of +/- 6 seconds.
 JF0431
 JF0431.The orthometric height was determined by differential leveling
 JF0431.and adjusted by the National Geodetic Survey in June 1991..
 JF0431
 JF0431.The geoid height was determined by GEOID03.
 JF0431
 JF0431.The dynamic height is computed by dividing the NAVD 88
 JF0431.geopotential number by the normal gravity value computed on the
 JF0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0431.degrees latitude (g = 980.6199 gals.).
 JF0431
 JF0431.The modeled gravity was interpolated from observed gravity values.
 JF0431
 JF0431;                    North         East    Units  Estimated Accuracy
 JF0431;SPC KS N     -    72,850.      491,720.      MT  (+/- 180 meters Scaled)
 JF0431
 JF0431                          SUPERSEDED SURVEY CONTROL
 JF0431
 JF0431  NGVD 29 (??/??/??)  334.43   (m)         1097.2    (f) RESET       3  
 JF0431
 JF0431.Superseded values are not recommended for survey control.
 JF0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0431.See file dsdata.txt to determine how the superseded data were derived.
 JF0431
 JF0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ783170(NAD 83)
 JF0431_MARKER: DB = BENCH MARK DISK
 JF0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0431_SP_SET: CONCRETE POST
 JF0431_STAMPING: B 279 1947 RESET 1954
 JF0431_MARK LOGO: CGS   
 JF0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0431+STABILITY: SURFACE MOTION
 JF0431
 JF0431  HISTORY     - Date     Condition        Report By
 JF0431  HISTORY     - 1954     MONUMENTED       CGS
 JF0431  HISTORY     - 1970     GOOD             NGS
 JF0431  HISTORY     - 1986     GOOD             NGS
 JF0431
 JF0431                          STATION DESCRIPTION
 JF0431
 JF0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0431'4.3 MI E FROM CHAPMAN.
 JF0431'ABOUT 4.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0431'STATION AT CHAPMAN, OR ABOUT 4.2 MILES EAST ALONG INTERSTATE
 JF0431'HIGHWAY 70 FROM THE HIGHWAY OVERPASS FOR STATE HIGHWAY 206 AT
 JF0431'CHAPMAN, THENCE 0.85 MILE SOUTH ALONG A ROAD TO THE UNION PACIFIC
 JF0431'RAILROAD, THENCE 0.15 MILE EAST ALONG THE UNION PACIFIC RAILROAD,
 JF0431'1.0 MILE SOUTH OF BENCH MARK X 341, 0.15 MILE EAST OF A CROSSING
 JF0431'OF THE RAILROAD AND A DIRT ROAD, 4 RAILS WEST OF THE CENTER OF
 JF0431'RAILROAD BRIDGE NUMBER 147.94 OVER A DITCH, 51.3 FEET NORTHEAST
 JF0431'OF MILEPOST 148, 47.1 FEET NORTH OF THE NORTH RAIL, 2 FEET
 JF0431'SOUTHEAST OF THE SOUTHEAST END OF A BLOCK OF CONCRETE THAT IS
 JF0431'LOCATED AT THE SOUTH END OF A TERRACE, 1.0 FOOT WEST OF A METAL
 JF0431'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND
 JF0431'SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW THE
 JF0431'SURFACE OF THE GROUND.  SEC 25, T12S, R4E.
 JF0431
 JF0431                          STATION RECOVERY (1986)
 JF0431
 JF0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0431'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.6 KM (8.45
 JF0431'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0431'JUNCTION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0169 ***********************************************************************
 KE0169  DESIGNATION -  B 280
 KE0169  PID         -  KE0169
 KE0169  STATE/COUNTY-  KS/LEAVENWORTH
 KE0169  USGS QUAD   -  LEAVENWORTH (1984)
 KE0169
 KE0169                         *CURRENT SURVEY CONTROL
 KE0169  ___________________________________________________________________
 KE0169* NAD 83(1986)-  39 22 06.     (N)    094 55 00.     (W)     SCALED    
 KE0169* NAVD 88     -       234.735  (meters)     770.13   (feet)  ADJUSTED  
 KE0169  ___________________________________________________________________
 KE0169  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KE0169  DYNAMIC HT  -         234.588 (meters)     769.64  (feet)  COMP
 KE0169  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 KE0169
 KE0169  VERT ORDER  -  FIRST     CLASS II
 KE0169
 KE0169.This mark is at Sherman Aaf Airport (FLV)
 KE0169
 KE0169.The horizontal coordinates were scaled from a topographic map and have
 KE0169.an estimated accuracy of +/- 6 seconds.
 KE0169
 KE0169.The orthometric height was determined by differential leveling
 KE0169.and adjusted by the National Geodetic Survey in June 1991..
 KE0169
 KE0169.The geoid height was determined by GEOID03.
 KE0169
 KE0169.The dynamic height is computed by dividing the NAVD 88
 KE0169.geopotential number by the normal gravity value computed on the
 KE0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0169.degrees latitude (g = 980.6199 gals.).
 KE0169
 KE0169.The modeled gravity was interpolated from observed gravity values.
 KE0169
 KE0169;                    North         East    Units  Estimated Accuracy
 KE0169;SPC KS N     -   119,420.      665,650.      MT  (+/- 180 meters Scaled)
 KE0169
 KE0169                          SUPERSEDED SURVEY CONTROL
 KE0169
 KE0169  NGVD 29 (??/??/92)  234.645  (m)          769.83   (f) ADJ UNCH    1 2
 KE0169
 KE0169.Superseded values are not recommended for survey control.
 KE0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0169.See file dsdata.txt to determine how the superseded data were derived.
 KE0169
 KE0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD348594(NAD 83)
 KE0169_MARKER: DB = BENCH MARK DISK
 KE0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0169_STAMPING: B 280 1948
 KE0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0169+STABILITY: SURFACE MOTION
 KE0169
 KE0169  HISTORY     - Date     Condition        Report By
 KE0169  HISTORY     - 1948     MONUMENTED       CGS
 KE0169  HISTORY     - 1951     GOOD             NGS
 KE0169  HISTORY     - 1983     MARK NOT FOUND   USGS
 KE0169
 KE0169                          STATION DESCRIPTION
 KE0169
 KE0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0169'AT FORT LEAVENWORTH.
 KE0169'AT FORT LEAVENWORTH, AT SHERMAN FIELD, SET UNDERNEATH THE CONTROL
 KE0169'TOWER, 21.6 FEET WEST OF THE WEST EDGE OF A CONCRETE RAMP, 16.2
 KE0169'FEET NORTHEAST OF THE SOUTHWEST LEG OF THE CONTROL TOWER, 14.2
 KE0169'FEET SOUTHEAST OF THE NORTHWEST LEG OF THE CONTROL TOWER, AND SET
 KE0169'IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 KE0169'GROUND.
 KE0169
 KE0169                          STATION RECOVERY (1951)
 KE0169
 KE0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0169'RECOVERED IN GOOD CONDITION.
 KE0169
 KE0169                          STATION RECOVERY (1983)
 KE0169
 KE0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KE0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0584 ***********************************************************************
 KE0584  DESIGNATION -  B 281
 KE0584  PID         -  KE0584
 KE0584  STATE/COUNTY-  KS/ATCHISON
 KE0584  USGS QUAD   -  OAK MILLS (1984)
 KE0584
 KE0584                         *CURRENT SURVEY CONTROL
 KE0584  ___________________________________________________________________
 KE0584* NAD 83(1986)-  39 27 25.     (N)    095 01 56.     (W)     SCALED    
 KE0584* NAVD 88     -       240.219  (meters)     788.12   (feet)  ADJUSTED  
 KE0584  ___________________________________________________________________
 KE0584  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 KE0584  DYNAMIC HT  -         240.070 (meters)     787.63  (feet)  COMP
 KE0584  MODELED GRAV-     979,999.8   (mgal)                       NAVD 88
 KE0584
 KE0584  VERT ORDER  -  FIRST     CLASS II
 KE0584
 KE0584.The horizontal coordinates were scaled from a topographic map and have
 KE0584.an estimated accuracy of +/- 6 seconds.
 KE0584
 KE0584.The orthometric height was determined by differential leveling
 KE0584.and adjusted by the National Geodetic Survey in June 1991..
 KE0584
 KE0584.The geoid height was determined by GEOID03.
 KE0584
 KE0584.The dynamic height is computed by dividing the NAVD 88
 KE0584.geopotential number by the normal gravity value computed on the
 KE0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0584.degrees latitude (g = 980.6199 gals.).
 KE0584
 KE0584.The modeled gravity was interpolated from observed gravity values.
 KE0584
 KE0584;                    North         East    Units  Estimated Accuracy
 KE0584;SPC KS N     -   128,920.      655,370.      MT  (+/- 180 meters Scaled)
 KE0584
 KE0584                          SUPERSEDED SURVEY CONTROL
 KE0584
 KE0584  NGVD 29 (??/??/92)  240.121  (m)          787.80   (f) ADJ UNCH    1 2
 KE0584
 KE0584.Superseded values are not recommended for survey control.
 KE0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0584.See file dsdata.txt to determine how the superseded data were derived.
 KE0584
 KE0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD251694(NAD 83)
 KE0584_MARKER: DB = BENCH MARK DISK
 KE0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0584_SP_SET: BRIDGE ABUTMENT
 KE0584_STAMPING: B 281 1948
 KE0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0584
 KE0584  HISTORY     - Date     Condition        Report By
 KE0584  HISTORY     - 1948     MONUMENTED       CGS
 KE0584  HISTORY     - 1951     GOOD             NGS
 KE0584
 KE0584                          STATION DESCRIPTION
 KE0584
 KE0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0584'1.5 MI NW FROM OAK MILLS.
 KE0584'1.5 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0584'STONE GARAGE OF ELMER RHODES AT OAK MILLS, SET IN THE TOP OF
 KE0584'THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF BRIDGE 98 OVER
 KE0584'LITTLE WALNUT CREEK, 5.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KE0584'OF THE MISSOURI PACIFIC TRACK, 4.4 FEET NORTHEAST OF THE SOUTHWEST
 KE0584'END OF THE ABUTMENT, AND 1.0 FOOT BELOW THE TOP OF THE RAILS.
 KE0584
 KE0584                          STATION RECOVERY (1951)
 KE0584
 KE0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0197 ***********************************************************************
 KE0197  DESIGNATION -  B 282
 KE0197  PID         -  KE0197
 KE0197  STATE/COUNTY-  KS/WYANDOTTE
 KE0197  USGS QUAD   -  WOLCOTT (1975)
 KE0197
 KE0197                         *CURRENT SURVEY CONTROL
 KE0197  ___________________________________________________________________
 KE0197* NAD 83(1986)-  39 10 49.     (N)    094 47 19.     (W)     SCALED    
 KE0197* NAVD 88     -       231.016  (meters)     757.92   (feet)  ADJUSTED  
 KE0197  ___________________________________________________________________
 KE0197  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KE0197  DYNAMIC HT  -         230.867 (meters)     757.44  (feet)  COMP
 KE0197  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 KE0197
 KE0197  VERT ORDER  -  FIRST     CLASS II
 KE0197
 KE0197.The horizontal coordinates were scaled from a topographic map and have
 KE0197.an estimated accuracy of +/- 6 seconds.
 KE0197
 KE0197.The orthometric height was determined by differential leveling
 KE0197.and adjusted by the National Geodetic Survey in June 1991..
 KE0197
 KE0197.The geoid height was determined by GEOID03.
 KE0197
 KE0197.The dynamic height is computed by dividing the NAVD 88
 KE0197.geopotential number by the normal gravity value computed on the
 KE0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0197.degrees latitude (g = 980.6199 gals.).
 KE0197
 KE0197.The modeled gravity was interpolated from observed gravity values.
 KE0197
 KE0197;                    North         East    Units  Estimated Accuracy
 KE0197;SPC KS N     -    98,940.      677,410.      MT  (+/- 180 meters Scaled)
 KE0197
 KE0197                          SUPERSEDED SURVEY CONTROL
 KE0197
 KE0197  NGVD 29 (??/??/92)  230.930  (m)          757.64   (f) ADJ UNCH    1 2
 KE0197
 KE0197.Superseded values are not recommended for survey control.
 KE0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0197.See file dsdata.txt to determine how the superseded data were derived.
 KE0197
 KE0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD455383(NAD 83)
 KE0197_MARKER: DB = BENCH MARK DISK
 KE0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0197_STAMPING: B 282 1948
 KE0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0197+STABILITY: SURFACE MOTION
 KE0197
 KE0197  HISTORY     - Date     Condition        Report By
 KE0197  HISTORY     - 1948     MONUMENTED       CGS
 KE0197  HISTORY     - 1951     GOOD             NGS
 KE0197
 KE0197                          STATION DESCRIPTION
 KE0197
 KE0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0197'0.9 MI SE FROM WOLCOTT.
 KE0197'0.9 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0197'STATION AT WOLCOTT, 0.2 MILE SOUTHEAST OF POINT WHERE STATE
 KE0197'HIGHWAY 5 FROM THE NORTHWEST TURNS TO SOUTH AWAY FROM THE RAILROAD,
 KE0197'3 2/3 TELEGRAPH POLES SOUTHEAST OF MILEPOST 298, AT POINT WHERE
 KE0197'THE DIRT ROAD PARALLELING RAILWAY FROM THE NORTHWEST MAKES SLIGHT
 KE0197'TURN TO SOUTH AWAY FROM RAILWAY, 70.1 FEET SOUTHWEST OF THE SOUTHWEST
 KE0197'END OF A 3-FOOT GALVANIZED PIPE CULVERT UNDER RAILROAD, 94.0
 KE0197'FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 29.0 FEET
 KE0197'SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 1.0 FOOT SOUTHWEST
 KE0197'OF A BARBED WIRE FENCE, 1.6 FEET NORTHEAST OF A REFERENCE POST,
 KE0197'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 KE0197'THE GROUND.
 KE0197
 KE0197                          STATION RECOVERY (1951)
 KE0197
 KE0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0448 ***********************************************************************
 JF0448  DESIGNATION -  B 283
 JF0448  PID         -  JF0448
 JF0448  STATE/COUNTY-  KS/DICKINSON
 JF0448  USGS QUAD   -  CHAPMAN (1979)
 JF0448
 JF0448                         *CURRENT SURVEY CONTROL
 JF0448  ___________________________________________________________________
 JF0448* NAD 83(1986)-  38 57 07.     (N)    097 04 29.     (W)     SCALED    
 JF0448* NAVD 88     -       340.762  (meters)    1117.98   (feet)  ADJUSTED  
 JF0448  ___________________________________________________________________
 JF0448  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 JF0448  DYNAMIC HT  -         340.522 (meters)    1117.20  (feet)  COMP
 JF0448  MODELED GRAV-     979,916.2   (mgal)                       NAVD 88
 JF0448
 JF0448  VERT ORDER  -  FIRST     CLASS II
 JF0448
 JF0448.The horizontal coordinates were scaled from a topographic map and have
 JF0448.an estimated accuracy of +/- 6 seconds.
 JF0448
 JF0448.The orthometric height was determined by differential leveling
 JF0448.and adjusted by the National Geodetic Survey in June 1991..
 JF0448.WARNING-Repeat measurements at this control monument indicate possible
 JF0448.vertical movement.
 JF0448
 JF0448.The geoid height was determined by GEOID03.
 JF0448
 JF0448.The dynamic height is computed by dividing the NAVD 88
 JF0448.geopotential number by the normal gravity value computed on the
 JF0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0448.degrees latitude (g = 980.6199 gals.).
 JF0448
 JF0448.The modeled gravity was interpolated from observed gravity values.
 JF0448
 JF0448;                    North         East    Units  Estimated Accuracy
 JF0448;SPC KS N     -    69,080.      480,200.      MT  (+/- 180 meters Scaled)
 JF0448
 JF0448                          SUPERSEDED SURVEY CONTROL
 JF0448
 JF0448  NGVD 29 (??/??/92)  340.650  (m)         1117.62   (f) ADJ UNCH    1 2
 JF0448
 JF0448.Superseded values are not recommended for survey control.
 JF0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0448.See file dsdata.txt to determine how the superseded data were derived.
 JF0448
 JF0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ668132(NAD 83)
 JF0448_MARKER: DB = BENCH MARK DISK
 JF0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0448_SP_SET: CONCRETE POST
 JF0448_STAMPING: B 283 1947
 JF0448_MARK LOGO: CGS   
 JF0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0448+STABILITY: SURFACE MOTION
 JF0448
 JF0448  HISTORY     - Date     Condition        Report By
 JF0448  HISTORY     - 1947     MONUMENTED       CGS
 JF0448  HISTORY     - 1961     GOOD             NGS
 JF0448  HISTORY     - 1986     GOOD             NGS
 JF0448
 JF0448                          STATION DESCRIPTION
 JF0448
 JF0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0448'2.8 MI NE FROM DETROIT.
 JF0448'2.85 MILES NORTHEAST ALONG THE UNION PACIFIC RAILWAY FROM THE
 JF0448'STATION AT DETROIT, ALSO 3.35 MILES SOUTHWEST ALONG THE RAILWAY
 JF0448'FROM THE STATION AT CHAPMAN, AT A PRIVATE ROAD CROSSING, 107.0
 JF0448'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 97.2 FEET WEST
 JF0448'OF A LONE 4-FOOT COTTONWOOD TREE, 45.3 FEET SOUTHEAST OF THE
 JF0448'SOUTHEAST RAIL OF THE TRACK AND 4 FEET LOWER, 9.9 FEET NORTHEAST
 JF0448'OF THE SECOND TELEGRAPH POLE SOUTHWEST OF THE ROAD CROSSING
 JF0448'(THIS POLE IS IN THE MOST SOUTHERLY ROW OF POLES), 2.0 FEET
 JF0448'NORTHEAST OF A REFERENCE POST, 1.0 FOOT NORTHWEST OF A FENCE,
 JF0448'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE
 JF0448'THE GROUND.  NOTE-- ALL INDICATIONS POINT TO THIS MARK SETTLING.
 JF0448'IT IS SET IN A LOW MARSH AND MAY SETTLE MORE.
 JF0448
 JF0448                          STATION RECOVERY (1961)
 JF0448
 JF0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0448'RECOVERED IN GOOD CONDITION.
 JF0448
 JF0448                          STATION RECOVERY (1986)
 JF0448
 JF0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0448'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.0 KM (8.05
 JF0448'MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0448'ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0511 ***********************************************************************
 KF0511  DESIGNATION -  B 286
 KF0511  PID         -  KF0511
 KF0511  STATE/COUNTY-  KS/CLOUD
 KF0511  USGS QUAD   -  AURORA (1965)
 KF0511
 KF0511                         *CURRENT SURVEY CONTROL
 KF0511  ___________________________________________________________________
 KF0511* NAD 83(1986)-  39 28 52.     (N)    097 33 24.     (W)     SCALED    
 KF0511* NAVD 88     -       438.940  (meters)    1440.09   (feet)  ADJUSTED  
 KF0511  ___________________________________________________________________
 KF0511  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 KF0511  DYNAMIC HT  -         438.668 (meters)    1439.20  (feet)  COMP
 KF0511  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 KF0511
 KF0511  VERT ORDER  -  FIRST     CLASS II
 KF0511
 KF0511.The horizontal coordinates were scaled from a topographic map and have
 KF0511.an estimated accuracy of +/- 6 seconds.
 KF0511
 KF0511.The orthometric height was determined by differential leveling
 KF0511.and adjusted by the National Geodetic Survey in June 1991..
 KF0511
 KF0511.The geoid height was determined by GEOID03.
 KF0511
 KF0511.The dynamic height is computed by dividing the NAVD 88
 KF0511.geopotential number by the normal gravity value computed on the
 KF0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0511.degrees latitude (g = 980.6199 gals.).
 KF0511
 KF0511.The modeled gravity was interpolated from observed gravity values.
 KF0511
 KF0511;                    North         East    Units  Estimated Accuracy
 KF0511;SPC KS N     -   127,510.      438,140.      MT  (+/- 180 meters Scaled)
 KF0511
 KF0511                          SUPERSEDED SURVEY CONTROL
 KF0511
 KF0511  NGVD 29 (??/??/92)  438.807  (m)         1439.65   (f) ADJ UNCH    1 2
 KF0511
 KF0511.Superseded values are not recommended for survey control.
 KF0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0511.See file dsdata.txt to determine how the superseded data were derived.
 KF0511
 KF0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ241711(NAD 83)
 KF0511_MARKER: DB = BENCH MARK DISK
 KF0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0511_STAMPING: B 286 1947
 KF0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0511+STABILITY: SURFACE MOTION
 KF0511
 KF0511  HISTORY     - Date     Condition        Report By
 KF0511  HISTORY     - 1947     MONUMENTED       CGS
 KF0511
 KF0511                          STATION DESCRIPTION
 KF0511
 KF0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0511'2.4 MI NW FROM AURORA.
 KF0511'2.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0511'RAILROAD FROM THE STATION AT AURORA, AT AN EAST-WEST SECTION
 KF0511'LINE ROAD CROSSING, 96.0 FEET NORTHEAST OF THE NORTHEAST RAIL
 KF0511'OF THE TRACK, 33.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KF0511'4.0 FEET SOUTH OF A CORNER FENCE POST, 2.4 FEET SOUTHWEST OF
 KF0511'A FENCE, 1.6 FEET NORTHWEST OF A REFERENCE POST, SET IN THE
 KF0511'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0575 ***********************************************************************
 KF0575  DESIGNATION -  B 287
 KF0575  PID         -  KF0575
 KF0575  STATE/COUNTY-  KS/REPUBLIC
 KF0575  USGS QUAD   -  KACKLEY (1965)
 KF0575
 KF0575                         *CURRENT SURVEY CONTROL
 KF0575  ___________________________________________________________________
 KF0575* NAD 83(1986)-  39 41 32.     (N)    097 50 52.     (W)     SCALED    
 KF0575* NAVD 88     -       454.088  (meters)    1489.79   (feet)  ADJUSTED  
 KF0575  ___________________________________________________________________
 KF0575  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 KF0575  DYNAMIC HT  -         453.811 (meters)    1488.88  (feet)  COMP
 KF0575  MODELED GRAV-     980,002.9   (mgal)                       NAVD 88
 KF0575
 KF0575  VERT ORDER  -  FIRST     CLASS II
 KF0575
 KF0575.The horizontal coordinates were scaled from a topographic map and have
 KF0575.an estimated accuracy of +/- 6 seconds.
 KF0575
 KF0575.The orthometric height was determined by differential leveling
 KF0575.and adjusted by the National Geodetic Survey in June 1991..
 KF0575
 KF0575.The geoid height was determined by GEOID03.
 KF0575
 KF0575.The dynamic height is computed by dividing the NAVD 88
 KF0575.geopotential number by the normal gravity value computed on the
 KF0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0575.degrees latitude (g = 980.6199 gals.).
 KF0575
 KF0575.The modeled gravity was interpolated from observed gravity values.
 KF0575
 KF0575;                    North         East    Units  Estimated Accuracy
 KF0575;SPC KS N     -   150,870.      413,060.      MT  (+/- 180 meters Scaled)
 KF0575
 KF0575                          SUPERSEDED SURVEY CONTROL
 KF0575
 KF0575  NGVD 29 (??/??/92)  453.937  (m)         1489.29   (f) ADJ UNCH    1 2
 KF0575
 KF0575.Superseded values are not recommended for survey control.
 KF0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0575.See file dsdata.txt to determine how the superseded data were derived.
 KF0575
 KF0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ987942(NAD 83)
 KF0575_MARKER: DB = BENCH MARK DISK
 KF0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0575_STAMPING: B 287 1947
 KF0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0575+STABILITY: SURFACE MOTION
 KF0575
 KF0575  HISTORY     - Date     Condition        Report By
 KF0575  HISTORY     - 1947     MONUMENTED       CGS
 KF0575
 KF0575                          STATION DESCRIPTION
 KF0575
 KF0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0575'0.7 MI SE FROM KACKLEY.
 KF0575'0.7 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0575'RAILROAD FROM THE STATION AT KACKLEY, ABOUT MIDWAY BETWEEN
 KF0575'TWO PRIVATE ROAD CROSSINGS, ON THE SOUTHWEST SLOPE OF A HILL,
 KF0575'45.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 17.5
 KF0575'FEET SOUTH OF THE 3RD POLE NORTHWEST OF MILEPOST 127, 1.8 FEET
 KF0575'NORTHEAST OF A FENCE, 1.4 FEET SOUTHEAST OF A REFERENCE POST,
 KF0575'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 KF0575'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0036 ***********************************************************************
 KG0036  DESIGNATION -  B 288
 KG0036  PID         -  KG0036
 KG0036  STATE/COUNTY-  KS/JEWELL
 KG0036  USGS QUAD   -  WEBBER (1969)
 KG0036
 KG0036                         *CURRENT SURVEY CONTROL
 KG0036  ___________________________________________________________________
 KG0036* NAD 83(1986)-  39 59 11.     (N)    098 02 31.     (W)     SCALED    
 KG0036* NAVD 88     -       480.213  (meters)    1575.50   (feet)  ADJUSTED  
 KG0036  ___________________________________________________________________
 KG0036  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 KG0036  DYNAMIC HT  -         479.931 (meters)    1574.57  (feet)  COMP
 KG0036  MODELED GRAV-     980,022.2   (mgal)                       NAVD 88
 KG0036
 KG0036  VERT ORDER  -  FIRST     CLASS II
 KG0036
 KG0036.The horizontal coordinates were scaled from a topographic map and have
 KG0036.an estimated accuracy of +/- 6 seconds.
 KG0036
 KG0036.The orthometric height was determined by differential leveling
 KG0036.and adjusted by the National Geodetic Survey in June 1991..
 KG0036
 KG0036.The geoid height was determined by GEOID03.
 KG0036
 KG0036.The dynamic height is computed by dividing the NAVD 88
 KG0036.geopotential number by the normal gravity value computed on the
 KG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0036.degrees latitude (g = 980.6199 gals.).
 KG0036
 KG0036.The modeled gravity was interpolated from observed gravity values.
 KG0036
 KG0036;                    North         East    Units  Estimated Accuracy
 KG0036;SPC KS N     -   183,520.      396,420.      MT  (+/- 180 meters Scaled)
 KG0036
 KG0036                          SUPERSEDED SURVEY CONTROL
 KG0036
 KG0036  NGVD 29 (??/??/92)  480.039  (m)         1574.93   (f) ADJ UNCH    1 2
 KG0036
 KG0036.Superseded values are not recommended for survey control.
 KG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0036.See file dsdata.txt to determine how the superseded data were derived.
 KG0036
 KG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK817266(NAD 83)
 KG0036_MARKER: DB = BENCH MARK DISK
 KG0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0036_STAMPING: B 288 1947
 KG0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0036+STABILITY: SURFACE MOTION
 KG0036
 KG0036  HISTORY     - Date     Condition        Report By
 KG0036  HISTORY     - 1947     MONUMENTED       CGS
 KG0036
 KG0036                          STATION DESCRIPTION
 KG0036
 KG0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KG0036'3.1 MI SE FROM SUPERIOR.
 KG0036'3.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KG0036'RAILROAD FROM THE STATION AT SUPERIOR, IN THE NORTHEAST QUARTER
 KG0036'OF A ROAD CROSSING, ABOUT 0.3 MILE SOUTH OF MILEPOST 151, 50.0
 KG0036'FEET NORTHEAST OF A CROSSING SIGN POST, 39.7 FEET EAST OF THE
 KG0036'EAST RAIL OF THE TRACK, 29.0 FEET NORTH OF THE CENTER LINE OF
 KG0036'THE ROAD, 9.0 FEET WEST OF A FENCE CORNER POST, 1.6 FEET NORTH
 KG0036'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KG0036'PROJECTS 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0420 ***********************************************************************
 KF0420  DESIGNATION -  B 289
 KF0420  PID         -  KF0420
 KF0420  STATE/COUNTY-  KS/CLAY
 KF0420  USGS QUAD   -  LONGFORD (1965)
 KF0420
 KF0420                         *CURRENT SURVEY CONTROL
 KF0420  ___________________________________________________________________
 KF0420* NAD 83(1986)-  39 12 29.     (N)    097 20 10.     (W)     SCALED    
 KF0420* NAVD 88     -       391.493  (meters)    1284.42   (feet)  ADJUSTED  
 KF0420  ___________________________________________________________________
 KF0420  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 KF0420  DYNAMIC HT  -         391.257 (meters)    1283.65  (feet)  COMP
 KF0420  MODELED GRAV-     980,012.8   (mgal)                       NAVD 88
 KF0420
 KF0420  VERT ORDER  -  FIRST     CLASS II
 KF0420
 KF0420.The horizontal coordinates were scaled from a topographic map and have
 KF0420.an estimated accuracy of +/- 6 seconds.
 KF0420
 KF0420.The orthometric height was determined by differential leveling
 KF0420.and adjusted by the National Geodetic Survey in June 1991..
 KF0420
 KF0420.The geoid height was determined by GEOID03.
 KF0420
 KF0420.The dynamic height is computed by dividing the NAVD 88
 KF0420.geopotential number by the normal gravity value computed on the
 KF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0420.degrees latitude (g = 980.6199 gals.).
 KF0420
 KF0420.The modeled gravity was interpolated from observed gravity values.
 KF0420
 KF0420;                    North         East    Units  Estimated Accuracy
 KF0420;SPC KS N     -    97,310.      457,340.      MT  (+/- 180 meters Scaled)
 KF0420
 KF0420                          SUPERSEDED SURVEY CONTROL
 KF0420
 KF0420  NGVD 29 (??/??/92)  391.395  (m)         1284.10   (f) ADJ UNCH    1 2
 KF0420
 KF0420.Superseded values are not recommended for survey control.
 KF0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0420.See file dsdata.txt to determine how the superseded data were derived.
 KF0420
 KF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ436411(NAD 83)
 KF0420_MARKER: DB = BENCH MARK DISK
 KF0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0420_STAMPING: B 289 1947
 KF0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0420+STABILITY: SURFACE MOTION
 KF0420
 KF0420  HISTORY     - Date     Condition        Report By
 KF0420  HISTORY     - 1947     MONUMENTED       CGS
 KF0420
 KF0420                          STATION DESCRIPTION
 KF0420
 KF0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0420'2.5 MI N FROM LONGFORD.
 KF0420'2.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0420'FROM THE STATION AT LONGFORD, ABOUT 0.2 MILE NORTH OF A ROAD
 KF0420'CROSSING, 46.2 FEET WEST OF THE WEST RAIL OF THE TRACK, 16.4
 KF0420'FEET NORTHWEST OF MILEPOST 81, 1.3 FEET EAST OF A FENCE, 1.3
 KF0420'FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KF0420'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0448 ***********************************************************************
 JG0448  DESIGNATION -  B 29
 JG0448  PID         -  JG0448
 JG0448  STATE/COUNTY-  KS/PAWNEE
 JG0448  USGS QUAD   -  SANFORD (1970)
 JG0448
 JG0448                         *CURRENT SURVEY CONTROL
 JG0448  ___________________________________________________________________
 JG0448* NAD 83(1986)-  38 10 05.     (N)    099 15 31.     (W)     SCALED    
 JG0448* NAVD 88     -       622.964  (meters)    2043.84   (feet)  ADJUSTED  
 JG0448  ___________________________________________________________________
 JG0448  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0448  DYNAMIC HT  -         622.475 (meters)    2042.24  (feet)  COMP
 JG0448  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 JG0448
 JG0448  VERT ORDER  -  SECOND    CLASS 0
 JG0448
 JG0448.The horizontal coordinates were scaled from a topographic map and have
 JG0448.an estimated accuracy of +/- 6 seconds.
 JG0448
 JG0448.The orthometric height was determined by differential leveling
 JG0448.and adjusted by the National Geodetic Survey in June 1991..
 JG0448
 JG0448.The geoid height was determined by GEOID03.
 JG0448
 JG0448.The dynamic height is computed by dividing the NAVD 88
 JG0448.geopotential number by the normal gravity value computed on the
 JG0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0448.degrees latitude (g = 980.6199 gals.).
 JG0448
 JG0448.The modeled gravity was interpolated from observed gravity values.
 JG0448
 JG0448;                    North         East    Units  Estimated Accuracy
 JG0448;SPC KS S     -   566,900.      333,530.      MT  (+/- 180 meters Scaled)
 JG0448
 JG0448                          SUPERSEDED SURVEY CONTROL
 JG0448
 JG0448  NGVD 29 (??/??/92)  622.783  (m)         2043.25   (f) ADJ UNCH    2 0
 JG0448
 JG0448.Superseded values are not recommended for survey control.
 JG0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0448.See file dsdata.txt to determine how the superseded data were derived.
 JG0448
 JG0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH773244(NAD 83)
 JG0448_MARKER: DB = BENCH MARK DISK
 JG0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0448_STAMPING: B 29 1934
 JG0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0448+STABILITY: SURFACE MOTION
 JG0448
 JG0448  HISTORY     - Date     Condition        Report By
 JG0448  HISTORY     - 1934     MONUMENTED       CGS
 JG0448
 JG0448                          STATION DESCRIPTION
 JG0448
 JG0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0448'9 MI W FROM LARNED.
 JG0448'9.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0448'FROM LARNED, PAWNEE COUNTY, AT MILEPOST 9, 62 FEET NORTHWEST
 JG0448'OF THE CENTER OF A PRIVATE ROAD CROSSING, 16 FEET WEST OF THE
 JG0448'CENTERLINE OF THE ROAD, AND 57 FEET NORTH OF THE CENTERLINE OF
 JG0448'THE TRACK.  A STANDARD DISK, STAMPED B 29 1934 AND SET IN THE
 JG0448'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0480 ***********************************************************************
 JF0480  DESIGNATION -  B 290 RESET
 JF0480  PID         -  JF0480
 JF0480  STATE/COUNTY-  KS/DICKINSON
 JF0480  USGS QUAD   -  ABILENE (1979)
 JF0480
 JF0480                         *CURRENT SURVEY CONTROL
 JF0480  ___________________________________________________________________
 JF0480* NAD 83(1986)-  38 54 55.     (N)    097 13 20.     (W)     SCALED    
 JF0480* NAVD 88     -       351.428  (meters)    1152.98   (feet)  ADJUSTED  
 JF0480  ___________________________________________________________________
 JF0480  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 JF0480  DYNAMIC HT  -         351.186 (meters)    1152.18  (feet)  COMP
 JF0480  MODELED GRAV-     979,929.6   (mgal)                       NAVD 88
 JF0480
 JF0480  VERT ORDER  -  FIRST     CLASS II
 JF0480
 JF0480.The horizontal coordinates were scaled from a topographic map and have
 JF0480.an estimated accuracy of +/- 6 seconds.
 JF0480
 JF0480.The orthometric height was determined by differential leveling
 JF0480.and adjusted by the National Geodetic Survey in June 1991..
 JF0480
 JF0480.The geoid height was determined by GEOID03.
 JF0480
 JF0480.The dynamic height is computed by dividing the NAVD 88
 JF0480.geopotential number by the normal gravity value computed on the
 JF0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0480.degrees latitude (g = 980.6199 gals.).
 JF0480
 JF0480.The modeled gravity was interpolated from observed gravity values.
 JF0480
 JF0480;                    North         East    Units  Estimated Accuracy
 JF0480;SPC KS N     -    64,890.      467,450.      MT  (+/- 180 meters Scaled)
 JF0480
 JF0480                          SUPERSEDED SURVEY CONTROL
 JF0480
 JF0480  NGVD 29 (??/??/92)  351.330  (m)         1152.66   (f) ADJ UNCH    1 2
 JF0480
 JF0480.Superseded values are not recommended for survey control.
 JF0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0480.See file dsdata.txt to determine how the superseded data were derived.
 JF0480
 JF0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ541088(NAD 83)
 JF0480_MARKER: DB = BENCH MARK DISK
 JF0480_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF0480_SP_SET: BRIDGE ABUTMENT
 JF0480_STAMPING: B 290 1947 RESET 1959
 JF0480_MARK LOGO: CGS   
 JF0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0480+STABILITY: POSITION/ELEVATION WELL
 JF0480
 JF0480  HISTORY     - Date     Condition        Report By
 JF0480  HISTORY     - 1959     MONUMENTED       CGS
 JF0480  HISTORY     - 1970     GOOD             NGS
 JF0480  HISTORY     - 1986     GOOD             NGS
 JF0480
 JF0480                          STATION DESCRIPTION
 JF0480
 JF0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0480'0.4 MI W FROM ABILENE.
 JF0480'ABOUT 0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0480'STATION AT ABILENE, AT THE JUNCTION OF WEST 1ST STREET AND VINE
 JF0480'AVENUE, 10.7 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE
 JF0480'NORTH END OF THE CONCRETE LEDGE ON THE WEST CONCRETE ABUTMENT
 JF0480'OF RAILROAD BRIDGE NUMBER 164.07 OVER MUD CREEK, 1.1 FEET
 JF0480'SOUTH OF THE NORTH END OF THE LEDGE, AND ABOUT 4 FEET BELOW
 JF0480'THE LEVEL OF THE TRACK.  SEC 16, T 13S, R 2 E
 JF0480
 JF0480                          STATION RECOVERY (1986)
 JF0480
 JF0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0971 ***********************************************************************
 JF0971  DESIGNATION -  B 291
 JF0971  PID         -  JF0971
 JF0971  STATE/COUNTY-  KS/SALINE
 JF0971  USGS QUAD   -  SALINA SW (1978)
 JF0971
 JF0971                         *CURRENT SURVEY CONTROL
 JF0971  ___________________________________________________________________
 JF0971* NAD 83(1986)-  38 50 07.     (N)    097 39 32.     (W)     SCALED    
 JF0971* NAVD 88     -       374.680  (meters)    1229.26   (feet)  ADJUSTED  
 JF0971  ___________________________________________________________________
 JF0971  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 JF0971  DYNAMIC HT  -         374.427 (meters)    1228.43  (feet)  COMP
 JF0971  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 JF0971
 JF0971  VERT ORDER  -  FIRST     CLASS II
 JF0971
 JF0971.The horizontal coordinates were scaled from a topographic map and have
 JF0971.an estimated accuracy of +/- 6 seconds.
 JF0971
 JF0971.The orthometric height was determined by differential leveling
 JF0971.and adjusted by the National Geodetic Survey in June 1991..
 JF0971
 JF0971.The geoid height was determined by GEOID03.
 JF0971
 JF0971.The dynamic height is computed by dividing the NAVD 88
 JF0971.geopotential number by the normal gravity value computed on the
 JF0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0971.degrees latitude (g = 980.6199 gals.).
 JF0971
 JF0971.The modeled gravity was interpolated from observed gravity values.
 JF0971
 JF0971;                    North         East    Units  Estimated Accuracy
 JF0971;SPC KS N     -    55,780.      429,620.      MT  (+/- 180 meters Scaled)
 JF0971
 JF0971                          SUPERSEDED SURVEY CONTROL
 JF0971
 JF0971  NGVD 29 (??/??/92)  374.587  (m)         1228.96   (f) ADJ UNCH    1 2
 JF0971
 JF0971.Superseded values are not recommended for survey control.
 JF0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0971.See file dsdata.txt to determine how the superseded data were derived.
 JF0971
 JF0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH164993(NAD 83)
 JF0971_MARKER: DB = BENCH MARK DISK
 JF0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0971_STAMPING: B 291 1952
 JF0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0971+STABILITY: SURFACE MOTION
 JF0971
 JF0971  HISTORY     - Date     Condition        Report By
 JF0971  HISTORY     - 1952     MONUMENTED       CGS
 JF0971  HISTORY     - 1983     GOOD             KSDT
 JF0971
 JF0971                          STATION DESCRIPTION
 JF0971
 JF0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0971'2.4 MI SW FROM SALINA.
 JF0971'2.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0971'STATION AT SALINA, AT A PRIVATE ROAD CROSSING, 92 FEET SOUTH OF
 JF0971'MILEPOST 189, 82 FEET WEST OF THE CENTER OF A STEEL GATE, 39.6
 JF0971'FEET SOUTH OF THE SOUTH RAIL, 5 FEET WEST OF A TELEGRAPH POLE,
 JF0971'8.7 FEET NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST, SET
 JF0971'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 JF0971'GROUND.
 JF0971
 JF0971                          STATION RECOVERY (1983)
 JF0971
 JF0971'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983
 JF0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1056 ***********************************************************************
 JF1056  DESIGNATION -  B 292
 JF1056  PID         -  JF1056
 JF1056  STATE/COUNTY-  KS/SALINE
 JF1056  USGS QUAD   -  SALINA (1978)
 JF1056
 JF1056                         *CURRENT SURVEY CONTROL
 JF1056  ___________________________________________________________________
 JF1056* NAD 83(1986)-  38 47 51.     (N)    097 36 14.     (W)     SCALED    
 JF1056* NAVD 88     -       377.664  (meters)    1239.05   (feet)  ADJUSTED  
 JF1056  ___________________________________________________________________
 JF1056  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 JF1056  DYNAMIC HT  -         377.410 (meters)    1238.22  (feet)  COMP
 JF1056  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 JF1056
 JF1056  VERT ORDER  -  FIRST     CLASS II
 JF1056
 JF1056.The horizontal coordinates were scaled from a topographic map and have
 JF1056.an estimated accuracy of +/- 6 seconds.
 JF1056
 JF1056.The orthometric height was determined by differential leveling
 JF1056.and adjusted by the National Geodetic Survey in June 1991..
 JF1056
 JF1056.The geoid height was determined by GEOID03.
 JF1056
 JF1056.The dynamic height is computed by dividing the NAVD 88
 JF1056.geopotential number by the normal gravity value computed on the
 JF1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1056.degrees latitude (g = 980.6199 gals.).
 JF1056
 JF1056.The modeled gravity was interpolated from observed gravity values.
 JF1056
 JF1056;                    North         East    Units  Estimated Accuracy
 JF1056;SPC KS N     -    51,600.      434,410.      MT  (+/- 180 meters Scaled)
 JF1056
 JF1056                          SUPERSEDED SURVEY CONTROL
 JF1056
 JF1056  NGVD 29 (??/??/92)  377.567  (m)         1238.73   (f) ADJ UNCH    1 2
 JF1056
 JF1056.Superseded values are not recommended for survey control.
 JF1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1056.See file dsdata.txt to determine how the superseded data were derived.
 JF1056
 JF1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH212952(NAD 83)
 JF1056_MARKER: DB = BENCH MARK DISK
 JF1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1056_SP_SET: CONCRETE POST
 JF1056_STAMPING: B 292 1952
 JF1056_MARK LOGO: CGS   
 JF1056_PROJECTION: RECESSED 30 CENTIMETERS
 JF1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1056+STABILITY: SURFACE MOTION
 JF1056
 JF1056  HISTORY     - Date     Condition        Report By
 JF1056  HISTORY     - 1952     MONUMENTED       CGS
 JF1056  HISTORY     - 1986     GOOD             NGS
 JF1056
 JF1056                          STATION DESCRIPTION
 JF1056
 JF1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1056'4 MI S FROM SALINA.
 JF1056'4.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JF1056'AT SALINA, AT A ROAD CROSSING, 3 POLES SOUTH OF MILEPOST 4, 143
 JF1056'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 74 FEET
 JF1056'WEST OF THE WEST RAIL, 44.5 FEET WEST OF A FENCE, 2.6 FEET NORTH
 JF1056'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JF1056'PROJECTS 0.5 FOOT ABOVE THE GROUND, DIRECTLY BENEATH THE CENTER
 JF1056'OF A POWER LINE TOWER.
 JF1056
 JF1056                          STATION RECOVERY (1986)
 JF1056
 JF1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1056'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM (2.0
 JF1056'MI) SOUTH ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1056'CRAWFORD AVENUE IN SALINA, IN THE MEDIAN OF OHIO STREET, IN THE CENTER
 JF1056'OF THE 4 LEGS OF A HIGHLINE TOWER, 43.6 M (143.0 FT) SOUTH OF THE
 JF1056'CENTER OF A PAVED ROAD, AND 22.6 M (74.1 FT) WEST OF THE NEAR RAIL.
 JF1056'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0025 ***********************************************************************
 JG0025  DESIGNATION -  B 293
 JG0025  PID         -  JG0025
 JG0025  STATE/COUNTY-  KS/ELLSWORTH
 JG0025  USGS QUAD   -  CARNEIRO (1979)
 JG0025
 JG0025                         *CURRENT SURVEY CONTROL
 JG0025  ___________________________________________________________________
 JG0025* NAD 83(1986)-  38 44 19.     (N)    098 01 08.     (W)     SCALED    
 JG0025* NAVD 88     -       481.682  (meters)    1580.32   (feet)  ADJUSTED  
 JG0025  ___________________________________________________________________
 JG0025  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 JG0025  DYNAMIC HT  -         481.341 (meters)    1579.20  (feet)  COMP
 JG0025  MODELED GRAV-     979,904.6   (mgal)                       NAVD 88
 JG0025
 JG0025  VERT ORDER  -  FIRST     CLASS II
 JG0025
 JG0025.The horizontal coordinates were scaled from a topographic map and have
 JG0025.an estimated accuracy of +/- 6 seconds.
 JG0025
 JG0025.The orthometric height was determined by differential leveling
 JG0025.and adjusted by the National Geodetic Survey in June 1991..
 JG0025
 JG0025.The geoid height was determined by GEOID03.
 JG0025
 JG0025.The dynamic height is computed by dividing the NAVD 88
 JG0025.geopotential number by the normal gravity value computed on the
 JG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0025.degrees latitude (g = 980.6199 gals.).
 JG0025
 JG0025.The modeled gravity was interpolated from observed gravity values.
 JG0025
 JG0025;                    North         East    Units  Estimated Accuracy
 JG0025;SPC KS N     -    44,990.      398,360.      MT  (+/- 180 meters Scaled)
 JG0025
 JG0025                          SUPERSEDED SURVEY CONTROL
 JG0025
 JG0025  NGVD 29 (??/??/92)  481.551  (m)         1579.89   (f) ADJ UNCH    1 2
 JG0025
 JG0025.Superseded values are not recommended for survey control.
 JG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0025.See file dsdata.txt to determine how the superseded data were derived.
 JG0025
 JG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH852882(NAD 83)
 JG0025_MARKER: DB = BENCH MARK DISK
 JG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0025_STAMPING: B 293 1952
 JG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0025+STABILITY: SURFACE MOTION
 JG0025
 JG0025  HISTORY     - Date     Condition        Report By
 JG0025  HISTORY     - 1952     MONUMENTED       CGS
 JG0025  HISTORY     - 1961     GOOD             NGS
 JG0025
 JG0025                          STATION DESCRIPTION
 JG0025
 JG0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0025'8.1 MI NE FROM KANOPOLIS.
 JG0025'8.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0025'STATION AT KANOPOLIS, 47.4 FEET NORTH OF THE NORTH RAIL, 19.5
 JG0025'FEET WEST OF THE 2ND POLE WEST OF MILEPOST 211, 1 FOOT SOUTH
 JG0025'OF A FENCE, 2 FEET EAST OF A WITNESS POST, 0.9 MILE SOUTHWEST
 JG0025'OF BENCH MARK C 293, SET IN THE TOP OF A CONCRETE POST WHICH
 JG0025'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JG0025
 JG0025                          STATION RECOVERY (1961)
 JG0025
 JG0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JG0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0798 ***********************************************************************
 JF0798  DESIGNATION -  B 294
 JF0798  PID         -  JF0798
 JF0798  STATE/COUNTY-  KS/MCPHERSON
 JF0798  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0798
 JF0798                         *CURRENT SURVEY CONTROL
 JF0798  ___________________________________________________________________
 JF0798* NAD 83(1986)-  38 27 47.     (N)    097 40 26.     (W)     SCALED    
 JF0798* NAVD 88     -       451.207  (meters)    1480.34   (feet)  ADJUSTED  
 JF0798  ___________________________________________________________________
 JF0798  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 JF0798  DYNAMIC HT  -         450.884 (meters)    1479.28  (feet)  COMP
 JF0798  MODELED GRAV-     979,898.2   (mgal)                       NAVD 88
 JF0798
 JF0798  VERT ORDER  -  FIRST     CLASS II
 JF0798
 JF0798.The horizontal coordinates were scaled from a topographic map and have
 JF0798.an estimated accuracy of +/- 6 seconds.
 JF0798
 JF0798.The orthometric height was determined by differential leveling
 JF0798.and adjusted by the National Geodetic Survey in June 1991..
 JF0798.WARNING-Repeat measurements at this control monument indicate possible
 JF0798.vertical movement.
 JF0798
 JF0798.The geoid height was determined by GEOID03.
 JF0798
 JF0798.The dynamic height is computed by dividing the NAVD 88
 JF0798.geopotential number by the normal gravity value computed on the
 JF0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0798.degrees latitude (g = 980.6199 gals.).
 JF0798
 JF0798.The modeled gravity was interpolated from observed gravity values.
 JF0798
 JF0798;                    North         East    Units  Estimated Accuracy
 JF0798;SPC KS S     -   599,700.      472,100.      MT  (+/- 180 meters Scaled)
 JF0798
 JF0798                          SUPERSEDED SURVEY CONTROL
 JF0798
 JF0798  NGVD 29 (??/??/92)  451.052  (m)         1479.83   (f) ADJ UNCH    1 2
 JF0798
 JF0798.Superseded values are not recommended for survey control.
 JF0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0798.See file dsdata.txt to determine how the superseded data were derived.
 JF0798
 JF0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH156580(NAD 83)
 JF0798_MARKER: DB = BENCH MARK DISK
 JF0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0798_SP_SET: CULVERT
 JF0798_STAMPING: B 294 1952
 JF0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0798
 JF0798  HISTORY     - Date     Condition        Report By
 JF0798  HISTORY     - 1952     MONUMENTED       CGS
 JF0798  HISTORY     - 1961     GOOD             NGS
 JF0798  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0798
 JF0798                          STATION DESCRIPTION
 JF0798
 JF0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0798'6.7 MI N FROM MC PHERSON.
 JF0798'6.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JF0798'AT MC PHERSON, AT A ROAD CROSSING, 277 FEET SOUTH OF THE CENTER
 JF0798'LINE OF AN EAST AND WEST ROAD, 9.5 FEET EAST OF THE EAST RAIL,
 JF0798'5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH
 JF0798'END OF THE EAST CONCRETE HEADWALL OF 36 INCH PIPE CULVERT 28.79.
 JF0798
 JF0798                          STATION RECOVERY (1961)
 JF0798
 JF0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0798'RECOVERED IN GOOD CONDITION.
 JF0798
 JF0798                          STATION RECOVERY (1986)
 JF0798
 JF0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0798'THERE IS NO HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0054 ***********************************************************************
 JG0054  DESIGNATION -  B 295
 JG0054  PID         -  JG0054
 JG0054  STATE/COUNTY-  KS/ELLSWORTH
 JG0054  USGS QUAD   -  HOLYROOD NE (1979)
 JG0054
 JG0054                         *CURRENT SURVEY CONTROL
 JG0054  ___________________________________________________________________
 JG0054* NAD 83(1986)-  38 44 59.     (N)    098 20 59.     (W)     SCALED    
 JG0054* NAVD 88     -       474.549  (meters)    1556.92   (feet)  ADJUSTED  
 JG0054  ___________________________________________________________________
 JG0054  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 JG0054  DYNAMIC HT  -         474.218 (meters)    1555.83  (feet)  COMP
 JG0054  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 JG0054
 JG0054  VERT ORDER  -  FIRST     CLASS II
 JG0054
 JG0054.The horizontal coordinates were scaled from a topographic map and have
 JG0054.an estimated accuracy of +/- 6 seconds.
 JG0054
 JG0054.The orthometric height was determined by differential leveling
 JG0054.and adjusted by the National Geodetic Survey in June 1991..
 JG0054
 JG0054.The geoid height was determined by GEOID03.
 JG0054
 JG0054.The dynamic height is computed by dividing the NAVD 88
 JG0054.geopotential number by the normal gravity value computed on the
 JG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0054.degrees latitude (g = 980.6199 gals.).
 JG0054
 JG0054.The modeled gravity was interpolated from observed gravity values.
 JG0054
 JG0054;                    North         East    Units  Estimated Accuracy
 JG0054;SPC KS N     -    46,280.      369,600.      MT  (+/- 180 meters Scaled)
 JG0054
 JG0054                          SUPERSEDED SURVEY CONTROL
 JG0054
 JG0054  NGVD 29 (??/??/92)  474.392  (m)         1556.40   (f) ADJ UNCH    1 2
 JG0054
 JG0054.Superseded values are not recommended for survey control.
 JG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0054.See file dsdata.txt to determine how the superseded data were derived.
 JG0054
 JG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH565892(NAD 83)
 JG0054_MARKER: DB = BENCH MARK DISK
 JG0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0054_STAMPING: B 295 1952
 JG0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0054+STABILITY: SURFACE MOTION
 JG0054
 JG0054  HISTORY     - Date     Condition        Report By
 JG0054  HISTORY     - 1952     MONUMENTED       CGS
 JG0054
 JG0054                          STATION DESCRIPTION
 JG0054
 JG0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0054'1 MI E FROM BLACK WOLF.
 JG0054'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0054'AT BLACK WOLF, 44 FEET NORTH OF THE NORTH RAIL, 34 FEET WEST OF
 JG0054'A TELEPHONE POLE, 12 FEET WEST OF A FENCE LEADING NORTH, 1.4 FEET
 JG0054'SOUTH OF A FENCE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE
 JG0054'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0835 ***********************************************************************
 JF0835  DESIGNATION -  B 296
 JF0835  PID         -  JF0835
 JF0835  STATE/COUNTY-  KS/RENO
 JF0835  USGS QUAD   -  HUTCHINSON SE (1978)
 JF0835
 JF0835                         *CURRENT SURVEY CONTROL
 JF0835  ___________________________________________________________________
 JF0835* NAD 83(1986)-  38 03 56.     (N)    097 52 00.     (W)     SCALED    
 JF0835* NAVD 88     -       464.105  (meters)    1522.65   (feet)  ADJUSTED  
 JF0835  ___________________________________________________________________
 JF0835  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 JF0835  DYNAMIC HT  -         463.746 (meters)    1521.47  (feet)  COMP
 JF0835  MODELED GRAV-     979,842.2   (mgal)                       NAVD 88
 JF0835
 JF0835  VERT ORDER  -  FIRST     CLASS II
 JF0835
 JF0835.This mark is at Hutchinson Municipal Airport (HUT)
 JF0835
 JF0835.The horizontal coordinates were scaled from a topographic map and have
 JF0835.an estimated accuracy of +/- 6 seconds.
 JF0835
 JF0835.The orthometric height was determined by differential leveling
 JF0835.and adjusted by the National Geodetic Survey in June 1991..
 JF0835
 JF0835.The geoid height was determined by GEOID03.
 JF0835
 JF0835.The dynamic height is computed by dividing the NAVD 88
 JF0835.geopotential number by the normal gravity value computed on the
 JF0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0835.degrees latitude (g = 980.6199 gals.).
 JF0835
 JF0835.The modeled gravity was interpolated from observed gravity values.
 JF0835
 JF0835;                    North         East    Units  Estimated Accuracy
 JF0835;SPC KS S     -   555,450.      455,570.      MT  (+/- 180 meters Scaled)
 JF0835
 JF0835                          SUPERSEDED SURVEY CONTROL
 JF0835
 JF0835  NGVD 29 (??/??/92)  463.957  (m)         1522.17   (f) ADJ UNCH    1 2
 JF0835
 JF0835.Superseded values are not recommended for survey control.
 JF0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0835.See file dsdata.txt to determine how the superseded data were derived.
 JF0835
 JF0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH994136(NAD 83)
 JF0835_MARKER: DB = BENCH MARK DISK
 JF0835_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JF0835_SP_SET: BUILDING WALL
 JF0835_STAMPING: B 296 1953
 JF0835_MARK LOGO: CGS   
 JF0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0835+STABILITY: SURFACE MOTION
 JF0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF0835+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 JF0835
 JF0835  HISTORY     - Date     Condition        Report By
 JF0835  HISTORY     - 1953     MONUMENTED       CGS
 JF0835  HISTORY     - 1972     GOOD             NGS
 JF0835  HISTORY     - 1986     GOOD             NGS
 JF0835  HISTORY     - 20050501 GOOD             INDIV
 JF0835
 JF0835                          STATION DESCRIPTION
 JF0835
 JF0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0835'4 MI NE FROM HUTCHINSON.
 JF0835'3.5 MILES EAST ALONG U.S. HIGHWAY 50 S FROM ITS JUNCTION WITH
 JF0835'NORTH MAIN STREET AT HUTCHINSON, THENCE 0.5 MILE NORTH ALONG
 JF0835'A GRAVELED ROAD, AT THE HUTCHINSON MUNICIPAL AIRPORT, 2.8 FEET
 JF0835'NORTHEAST OF THE SOUTH CORNER OF THE NORTH HANGAR, 2.8 FEET
 JF0835'ABOVE THE GROUND, SET VERTICALLY IN THE SOUTHEAST SIDE OF THE
 JF0835'HANGAR.
 JF0835
 JF0835                          STATION RECOVERY (1972)
 JF0835
 JF0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0835'RECOVERED IN GOOD CONDITION.
 JF0835
 JF0835                          STATION RECOVERY (1986)
 JF0835
 JF0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0835'RECOVERED IN GOOD CONDITION.
 JF0835
 JF0835                          STATION RECOVERY (2005)
 JF0835
 JF0835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JF0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0818 ***********************************************************************
 JF0818  DESIGNATION -  B 297
 JF0818  PID         -  JF0818
 JF0818  STATE/COUNTY-  KS/MCPHERSON
 JF0818  USGS QUAD   -  BUHLER (1965)
 JF0818
 JF0818                         *CURRENT SURVEY CONTROL
 JF0818  ___________________________________________________________________
 JF0818* NAD 83(1986)-  38 14 09.     (N)    097 46 28.     (W)     SCALED    
 JF0818* NAVD 88     -       463.557  (meters)    1520.85   (feet)  ADJUSTED  
 JF0818  ___________________________________________________________________
 JF0818  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF0818  DYNAMIC HT  -         463.209 (meters)    1519.71  (feet)  COMP
 JF0818  MODELED GRAV-     979,865.0   (mgal)                       NAVD 88
 JF0818
 JF0818  VERT ORDER  -  FIRST     CLASS II
 JF0818
 JF0818.The horizontal coordinates were scaled from a topographic map and have
 JF0818.an estimated accuracy of +/- 6 seconds.
 JF0818
 JF0818.The orthometric height was determined by differential leveling
 JF0818.and adjusted by the National Geodetic Survey in June 1991..
 JF0818.WARNING-Repeat measurements at this control monument indicate possible
 JF0818.vertical movement.
 JF0818
 JF0818.The geoid height was determined by GEOID03.
 JF0818
 JF0818.The dynamic height is computed by dividing the NAVD 88
 JF0818.geopotential number by the normal gravity value computed on the
 JF0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0818.degrees latitude (g = 980.6199 gals.).
 JF0818
 JF0818.The modeled gravity was interpolated from observed gravity values.
 JF0818
 JF0818;                    North         East    Units  Estimated Accuracy
 JF0818;SPC KS S     -   574,400.      463,520.      MT  (+/- 180 meters Scaled)
 JF0818
 JF0818                          SUPERSEDED SURVEY CONTROL
 JF0818
 JF0818  NGVD 29 (??/??/92)  463.376  (m)         1520.26   (f) ADJ UNCH    1 2
 JF0818
 JF0818.Superseded values are not recommended for survey control.
 JF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0818.See file dsdata.txt to determine how the superseded data were derived.
 JF0818
 JF0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH072326(NAD 83)
 JF0818_MARKER: DB = BENCH MARK DISK
 JF0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0818_SP_SET: CONCRETE POST
 JF0818_STAMPING: B 297 1953
 JF0818_MARK LOGO: CGS   
 JF0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0818+STABILITY: SURFACE MOTION
 JF0818
 JF0818  HISTORY     - Date     Condition        Report By
 JF0818  HISTORY     - 1953     MONUMENTED       CGS
 JF0818  HISTORY     - 1986     GOOD             NGS
 JF0818
 JF0818                          STATION DESCRIPTION
 JF0818
 JF0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0818'0.4 MI NE FROM INMAN.
 JF0818'0.4 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0818'RAILROAD FROM THE STATION AT INMAN, 36 FEET NORTHWEST OF THE
 JF0818'NORTHWEST RAIL OF THE MAIN TRACK, 18 FEET SOUTH OF THE CENTER
 JF0818'OF A STEEL GATE, 11 FEET SOUTHEAST OF A FENCE, 3.3 FEET SOUTHEAST
 JF0818'OF MILEPOST 229, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 JF0818'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 JF0818
 JF0818                          STATION RECOVERY (1986)
 JF0818
 JF0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0818'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM (9.75
 JF0818'MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 JF0818'JUNCTION WITH THE UNION PACIFIC RAILROAD IN MCPHERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0407 ***********************************************************************
 JH0407  DESIGNATION -  B 298
 JH0407  PID         -  JH0407
 JH0407  STATE/COUNTY-  KS/WALLACE
 JH0407  USGS QUAD   -  WESKAN (1979)
 JH0407
 JH0407                         *CURRENT SURVEY CONTROL
 JH0407  ___________________________________________________________________
 JH0407* NAD 83(1986)-  38 51 57.     (N)    101 59 19.     (W)     SCALED    
 JH0407* NAVD 88     -      1176.641  (meters)    3860.36   (feet)  ADJUSTED  
 JH0407  ___________________________________________________________________
 JH0407  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 JH0407  DYNAMIC HT  -        1175.609 (meters)    3856.98  (feet)  COMP
 JH0407  MODELED GRAV-     979,709.2   (mgal)                       NAVD 88
 JH0407
 JH0407  VERT ORDER  -  FIRST     CLASS II
 JH0407
 JH0407.The horizontal coordinates were scaled from a topographic map and have
 JH0407.an estimated accuracy of +/- 6 seconds.
 JH0407
 JH0407.The orthometric height was determined by differential leveling
 JH0407.and adjusted by the National Geodetic Survey in June 1991..
 JH0407
 JH0407.The geoid height was determined by GEOID03.
 JH0407
 JH0407.The dynamic height is computed by dividing the NAVD 88
 JH0407.geopotential number by the normal gravity value computed on the
 JH0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0407.degrees latitude (g = 980.6199 gals.).
 JH0407
 JH0407.The modeled gravity was interpolated from observed gravity values.
 JH0407
 JH0407;                    North         East    Units  Estimated Accuracy
 JH0407;SPC KS N     -    66,740.       53,950.      MT  (+/- 180 meters Scaled)
 JH0407
 JH0407                          SUPERSEDED SURVEY CONTROL
 JH0407
 JH0407  NGVD 29 (??/??/92) 1176.191  (m)         3858.89   (f) ADJ UNCH    1 2
 JH0407
 JH0407.Superseded values are not recommended for survey control.
 JH0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0407.See file dsdata.txt to determine how the superseded data were derived.
 JH0407
 JH0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ406061(NAD 83)
 JH0407_MARKER: DB = BENCH MARK DISK
 JH0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0407_STAMPING: B 298 1952
 JH0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0407+STABILITY: SURFACE MOTION
 JH0407
 JH0407  HISTORY     - Date     Condition        Report By
 JH0407  HISTORY     - 1952     MONUMENTED       CGS
 JH0407
 JH0407                          STATION DESCRIPTION
 JH0407
 JH0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0407'1.2 MI W FROM WESKAN.
 JH0407'1.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0407'AT WESKAN, ACROSS THE TRACK FROM MILEPOST 443, 42 FEET SOUTH
 JH0407'OF THE SOUTH RAIL, 37.4 FEET NORTH OF THE CENTER LINE OF U.S.
 JH0407'HIGHWAY 40, 13 FEET EAST OF A TELEPHONE POLE, 3 FEET NORTH OF A
 JH0407'FENCE, 2.9 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 JH0407'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0363 ***********************************************************************
 KH0363  DESIGNATION -  B 299
 KH0363  PID         -  KH0363
 KH0363  STATE/COUNTY-  KS/LOGAN
 KH0363  USGS QUAD   -  MC ALLASTER SE (1969)
 KH0363
 KH0363                         *CURRENT SURVEY CONTROL
 KH0363  ___________________________________________________________________
 KH0363* NAD 83(1986)-  39 01 58.     (N)    101 17 11.     (W)     SCALED    
 KH0363* NAVD 88     -       996.144  (meters)    3268.18   (feet)  ADJUSTED  
 KH0363  ___________________________________________________________________
 KH0363  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0363  DYNAMIC HT  -         995.320 (meters)    3265.48  (feet)  COMP
 KH0363  MODELED GRAV-     979,766.2   (mgal)                       NAVD 88
 KH0363
 KH0363  VERT ORDER  -  FIRST     CLASS II
 KH0363
 KH0363.The horizontal coordinates were scaled from a topographic map and have
 KH0363.an estimated accuracy of +/- 6 seconds.
 KH0363
 KH0363.The orthometric height was determined by differential leveling
 KH0363.and adjusted by the National Geodetic Survey in June 1991..
 KH0363
 KH0363.The geoid height was determined by GEOID03.
 KH0363
 KH0363.The dynamic height is computed by dividing the NAVD 88
 KH0363.geopotential number by the normal gravity value computed on the
 KH0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0363.degrees latitude (g = 980.6199 gals.).
 KH0363
 KH0363.The modeled gravity was interpolated from observed gravity values.
 KH0363
 KH0363;                    North         East    Units  Estimated Accuracy
 KH0363;SPC KS N     -    82,810.      115,520.      MT  (+/- 180 meters Scaled)
 KH0363
 KH0363                          SUPERSEDED SURVEY CONTROL
 KH0363
 KH0363  NGVD 29 (??/??/92)  995.760  (m)         3266.92   (f) ADJ UNCH    1 2
 KH0363
 KH0363.Superseded values are not recommended for survey control.
 KH0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0363.See file dsdata.txt to determine how the superseded data were derived.
 KH0363
 KH0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ020229(NAD 83)
 KH0363_MARKER: DB = BENCH MARK DISK
 KH0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0363_SP_SET: BRIDGE
 KH0363_STAMPING: B 299 1952
 KH0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0363
 KH0363  HISTORY     - Date     Condition        Report By
 KH0363  HISTORY     - 1952     MONUMENTED       CGS
 KH0363
 KH0363                          STATION DESCRIPTION
 KH0363
 KH0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0363'3.1 MI SW FROM WINONA.
 KH0363'3.1 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0363'STATION AT WINONA, 232 FEET NORTH OF THE CENTER LINE OF U.S.
 KH0363'HIGHWAY 40, 20.8 FEET SOUTH OF THE SOUTH RAIL, 3 POLES WEST OF
 KH0363'MILEPOST 402, 12 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 KH0363'TOP OF THE EAST END OF THE SOUTH HEADWALL OF A SMALL CONCRETE
 KH0363'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0176 ***********************************************************************
 JG0176  FBN         -  This is a Federal Base Network Control Station.
 JG0176  DESIGNATION -  B 30
 JG0176  PID         -  JG0176
 JG0176  STATE/COUNTY-  KS/BARTON
 JG0176  USGS QUAD   -  ELLINWOOD SW (1979)
 JG0176
 JG0176                         *CURRENT SURVEY CONTROL
 JG0176  ___________________________________________________________________
 JG0176* NAD 83(1997)-  38 21 48.26632(N)    098 37 37.93953(W)     ADJUSTED  
 JG0176* NAVD 88     -       550.011  (meters)    1804.49   (feet)  ADJUSTED  
 JG0176  ___________________________________________________________________
 JG0176  X           -    -751,209.802 (meters)                     COMP
 JG0176  Y           -  -4,951,241.584 (meters)                     COMP
 JG0176  Z           -   3,937,476.987 (meters)                     COMP
 JG0176  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 JG0176  ELLIP HEIGHT-         523.76  (meters)          (08/12/03) GPS OBS
 JG0176  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 JG0176  DYNAMIC HT  -         549.606 (meters)    1803.17  (feet)  COMP
 JG0176  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 JG0176
 JG0176  HORZ ORDER  -  B
 JG0176  VERT ORDER  -  SECOND    CLASS 0
 JG0176  ELLP ORDER  -  FOURTH    CLASS I
 JG0176
 JG0176.The horizontal coordinates were established by GPS observations
 JG0176.and adjusted by the National Geodetic Survey in December 1997..
 JG0176
 JG0176.The orthometric height was determined by differential leveling
 JG0176.and adjusted by the National Geodetic Survey in June 1991..
 JG0176
 JG0176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JG0176
 JG0176.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0176
 JG0176.The ellipsoidal height was determined by GPS observations
 JG0176.and is referenced to NAD 83.
 JG0176
 JG0176.The geoid height was determined by GEOID03.
 JG0176
 JG0176.The dynamic height is computed by dividing the NAVD 88
 JG0176.geopotential number by the normal gravity value computed on the
 JG0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0176.degrees latitude (g = 980.6199 gals.).
 JG0176
 JG0176.The modeled gravity was interpolated from observed gravity values.
 JG0176
 JG0176;                    North         East     Units Scale Factor Converg.
 JG0176;SPC KS S     -   588,323.685   388,882.975   MT  0.99996612   -0 04 41.4
 JG0176;UTM  14      - 4,246,202.826   532,568.244   MT  0.99961306   +0 13 53.0
 JG0176
 JG0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0176!SPC KS S     -   0.99991782  x   0.99996612  =   0.99988395
 JG0176!UTM  14      -   0.99991782  x   0.99961306  =   0.99953092
 JG0176
 JG0176                          SUPERSEDED SURVEY CONTROL
 JG0176
 JG0176  ELLIP H (12/22/97)  523.79   (m)                       GP(       ) 4 1
 JG0176  NAVD 88 (12/22/97)  550.01   (m)         1804.5    (f) LEVELING    3  
 JG0176  NGVD 29 (??/??/92)  549.881  (m)         1804.07   (f) ADJ UNCH    2 0
 JG0176
 JG0176.Superseded values are not recommended for survey control.
 JG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0176.See file dsdata.txt to determine how the superseded data were derived.
 JG0176
 JG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH3256846203(NAD 83)
 JG0176_MARKER: DB = BENCH MARK DISK
 JG0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0176_STAMPING: B 30 1934
 JG0176_MARK LOGO: CGS   
 JG0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0176+STABILITY: SURFACE MOTION
 JG0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0176+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 JG0176
 JG0176  HISTORY     - Date     Condition        Report By
 JG0176  HISTORY     - 1934     MONUMENTED       CGS
 JG0176  HISTORY     - 1979     GOOD             LOCENG
 JG0176  HISTORY     - 19960530 GOOD             NFORK
 JG0176  HISTORY     - 19970311 GOOD             NGS
 JG0176  HISTORY     - 20021002 GOOD             NGS
 JG0176
 JG0176                          STATION DESCRIPTION
 JG0176
 JG0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0176'2.6 MI W FROM ELLINWOOD.
 JG0176'2.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0176'FROM ELLINWOOD, BARTON COUNTY, 54 FEET SOUTHEAST OF THE CENTERLINE
 JG0176'OF THE CROSSING OF A NORTH-AND-SOUTH ROAD, 39 FEET SOUTH OF
 JG0176'THE CENTERLINE OF THE TRACK, 30 FEET EAST OF THE CENTERLINE OF
 JG0176'THE ROAD, AND 7 FEET EAST OF A TELEPHONE POLE.  A STANDARD
 JG0176'DISK, STAMPED B 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JG0176
 JG0176                          STATION RECOVERY (1979)
 JG0176
 JG0176'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 JG0176'RECOVERED IN GOOD CONDITION.
 JG0176
 JG0176                          STATION RECOVERY (1996)
 JG0176
 JG0176'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JG0176'RECOVERED AS DESCRIBED.
 JG0176
 JG0176                          STATION RECOVERY (1997)
 JG0176
 JG0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JG0176'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) WEST OF ELLINWOOD, IN TALL
 JG0176'GRASS IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF A GRAVEL ROAD AND A
 JG0176'RAILROAD TRACK, IN THE RAILROAD RIGHT-OF-WAY.  OWNERSHIP--ATCHISON,
 JG0176'TOPEKA AND SANTA FE RAILROAD.  TO REACH FROM THE JUNCTION OF U.S.
 JG0176'HIGHWAY 56 (SANTA FE STREET) AND MAIN STREET AT THE STOPLIGHT NEAR THE
 JG0176'WEST SIDE OF ELLINWOOD, GO WEST ON HIGHWAY 56 FOR 4.02 KM (2.50 MI) TO
 JG0176'THE STATION ON THE LEFT, JUST BEFORE A GRAVEL CROSSROAD (NORTHEAST
 JG0176'80TH AVENUE).  THE STATION IS SET IN THE TOP OF A 25 CM SQUARE
 JG0176'CONCRETE POST PROJECTING 1 CM ABOVE GROUND.  IT IS 41.4 M (135.8 FT)
 JG0176'SOUTH OF AND ABOUT LEVEL WITH THE HIGHWAY CENTER, 17.2 M (56.4 FT)
 JG0176'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE RAILROAD TRACKS AND THE
 JG0176'GRAVEL ROAD, 11.1 M (36.4 FT) SOUTH OF THE SOUTH RAIL OF THE TRACKS,
 JG0176'9.6 M (31.5 FT) EAST OF THE CENTER OF GRAVEL ROAD, 8.1 M (26.6 FT)
 JG0176'SOUTHEAST OF A WOODEN RAILROAD CROSSING SIGN, 5.3 M (17.4 FT) NORTH OF
 JG0176'A POWER POLE, 4.7 M (15.4 FT) EAST-SOUTHEAST OF A STOP SIGN AND 0.3 M
 JG0176'(1.0 FT) WEST OF A STEEL WITNESS POST.
 JG0176
 JG0176                          STATION RECOVERY (2002)
 JG0176
 JG0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 JG0176'RECOVERED AS DESCRIBED.
 JG0176' 
 JG0176' 
 JG0176' 
 JG0176' 
 JG0176' 
 JG0176'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0348 ***********************************************************************
 KG0348  DESIGNATION -  B 300
 KG0348  PID         -  KG0348
 KG0348  STATE/COUNTY-  KS/TREGO
 KG0348  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0348
 KG0348                         *CURRENT SURVEY CONTROL
 KG0348  ___________________________________________________________________
 KG0348* NAD 83(1986)-  39 01 50.     (N)    099 57 51.     (W)     SCALED    
 KG0348* NAVD 88     -       755.569  (meters)    2478.90   (feet)  ADJUSTED  
 KG0348  ___________________________________________________________________
 KG0348  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 KG0348  DYNAMIC HT  -         754.996 (meters)    2477.02  (feet)  COMP
 KG0348  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 KG0348
 KG0348  VERT ORDER  -  FIRST     CLASS II
 KG0348
 KG0348.The horizontal coordinates were scaled from a topographic map and have
 KG0348.an estimated accuracy of +/- 6 seconds.
 KG0348
 KG0348.The orthometric height was determined by differential leveling
 KG0348.and adjusted by the National Geodetic Survey in June 1991..
 KG0348.WARNING-Repeat measurements at this control monument indicate possible
 KG0348.vertical movement.
 KG0348
 KG0348.The geoid height was determined by GEOID03.
 KG0348
 KG0348.The dynamic height is computed by dividing the NAVD 88
 KG0348.geopotential number by the normal gravity value computed on the
 KG0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0348.degrees latitude (g = 980.6199 gals.).
 KG0348
 KG0348.The modeled gravity was interpolated from observed gravity values.
 KG0348
 KG0348;                    North         East    Units  Estimated Accuracy
 KG0348;SPC KS N     -    79,240.      229,940.      MT  (+/- 180 meters Scaled)
 KG0348
 KG0348                          SUPERSEDED SURVEY CONTROL
 KG0348
 KG0348  NGVD 29 (02/14/92)  755.264  (m)         2477.90   (f) ADJUSTED    1 2
 KG0348
 KG0348.Superseded values are not recommended for survey control.
 KG0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0348.See file dsdata.txt to determine how the superseded data were derived.
 KG0348
 KG0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ165206(NAD 83)
 KG0348_MARKER: DB = BENCH MARK DISK
 KG0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0348_SP_SET: CONCRETE POST
 KG0348_STAMPING: B 300 1952
 KG0348_MARK LOGO: CGS   
 KG0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0348+STABILITY: SURFACE MOTION
 KG0348
 KG0348  HISTORY     - Date     Condition        Report By
 KG0348  HISTORY     - 1952     MONUMENTED       CGS
 KG0348  HISTORY     - 1986     GOOD             NGS
 KG0348
 KG0348                          STATION DESCRIPTION
 KG0348
 KG0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KG0348'4.5 MI W FROM WAKEENEY.
 KG0348'4.5 MILES WEST ALONG U.S. HIGHWAY 40 FROM ITS INTERSECTION WITH
 KG0348'MAIN STREET AT WAKEENEY, 109 FEET NORTH OF THE CENTER LINE OF THE
 KG0348'HIGHWAY, 37 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 KG0348'DIRT ROAD, 74.5 FEET NORTH OF A FENCE CORNER, 2.9 FEET WEST OF A
 KG0348'FENCE, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 KG0348'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KG0348
 KG0348                          STATION RECOVERY (1986)
 KG0348
 KG0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0348'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE EXCEPT
 KG0348'A NEW WITNESS WAS ADDED.
 KG0348'THE MARK IS 1.2 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0093 ***********************************************************************
 KH0093  DESIGNATION -  B 301
 KH0093  PID         -  KH0093
 KH0093  STATE/COUNTY-  KS/GOVE
 KH0093  USGS QUAD   -  PARK (1979)
 KH0093
 KH0093                         *CURRENT SURVEY CONTROL
 KH0093  ___________________________________________________________________
 KH0093* NAD 83(1986)-  39 06 32.     (N)    100 21 07.     (W)     SCALED    
 KH0093* NAVD 88     -       832.429  (meters)    2731.06   (feet)  ADJUSTED  
 KH0093  ___________________________________________________________________
 KH0093  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 KH0093  DYNAMIC HT  -         831.789 (meters)    2728.96  (feet)  COMP
 KH0093  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 KH0093
 KH0093  VERT ORDER  -  FIRST     CLASS II
 KH0093
 KH0093.The horizontal coordinates were scaled from a topographic map and have
 KH0093.an estimated accuracy of +/- 6 seconds.
 KH0093
 KH0093.The orthometric height was determined by differential leveling
 KH0093.and adjusted by the National Geodetic Survey in June 1991..
 KH0093.WARNING-Repeat measurements at this control monument indicate possible
 KH0093.vertical movement.
 KH0093
 KH0093.The geoid height was determined by GEOID03.
 KH0093
 KH0093.The dynamic height is computed by dividing the NAVD 88
 KH0093.geopotential number by the normal gravity value computed on the
 KH0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0093.degrees latitude (g = 980.6199 gals.).
 KH0093
 KH0093.The modeled gravity was interpolated from observed gravity values.
 KH0093
 KH0093;                    North         East    Units  Estimated Accuracy
 KH0093;SPC KS N     -    88,740.      196,600.      MT  (+/- 180 meters Scaled)
 KH0093
 KH0093                          SUPERSEDED SURVEY CONTROL
 KH0093
 KH0093  NGVD 29 (02/14/92)  832.110  (m)         2730.01   (f) ADJUSTED    1 2
 KH0093
 KH0093.Superseded values are not recommended for survey control.
 KH0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0093.See file dsdata.txt to determine how the superseded data were derived.
 KH0093
 KH0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ831297(NAD 83)
 KH0093_MARKER: DB = BENCH MARK DISK
 KH0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0093_SP_SET: CONCRETE POST
 KH0093_STAMPING: B 301 1952
 KH0093_MARK LOGO: CGS   
 KH0093_PROJECTION: FLUSH
 KH0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0093+STABILITY: SURFACE MOTION
 KH0093
 KH0093  HISTORY     - Date     Condition        Report By
 KH0093  HISTORY     - 1952     MONUMENTED       CGS
 KH0093  HISTORY     - 1986     GOOD             NGS
 KH0093
 KH0093                          STATION DESCRIPTION
 KH0093
 KH0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0093'0.8 MI E FROM BUFFALO PARK.
 KH0093'0.75 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0093'RAILROAD STATION AT BUFFALO PARK, 122 FEET NORTH OF THE CENTER
 KH0093'LINE OF THE HIGHWAY, 56 FEET EAST OF THE CENTER LINE OF A NORTH
 KH0093'AND SOUTH DIRT ROAD, 44.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 KH0093'UNION PACIFIC RAILROAD, 46.5 FEET EAST OF A FENCE CORNER, 2.5
 KH0093'FEET NORTH OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN
 KH0093'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 KH0093'GROUND.
 KH0093
 KH0093                          STATION RECOVERY (1986)
 KH0093
 KH0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0093'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.97 KM (0.60
 KH0093'MI) EAST ALONG OLD US HIGHWAY 40 FROM THE PARK GRAIN COMPANY ELEVATORS
 KH0093'IN PARK, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD,
 KH0093'37.1 METERS (122 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.0 METERS (56
 KH0093'FT) EAST OF THE CENTER OF THE ROAD, 13.5 METERS (44.5 FT) SOUTH OF THE
 KH0093'SOUTH RAIL OF THE MAIN SET OF TRACKS OF THE UNION PACIFIC RAILROAD AND
 KH0093'9.6 METERS (31.5 FT) NORTHEAST OF A POWER POLE.
 KH0093'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KH0093'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0365 ***********************************************************************
 KG0365  DESIGNATION -  B 302
 KG0365  PID         -  KG0365
 KG0365  STATE/COUNTY-  KS/TREGO
 KG0365  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0365
 KG0365                         *CURRENT SURVEY CONTROL
 KG0365  ___________________________________________________________________
 KG0365* NAD 83(1986)-  39 00 56.     (N)    099 53 26.     (W)     SCALED    
 KG0365* NAVD 88     -       744.078  (meters)    2441.20   (feet)  ADJUSTED  
 KG0365  ___________________________________________________________________
 KG0365  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 KG0365  DYNAMIC HT  -         743.515 (meters)    2439.35  (feet)  COMP
 KG0365  MODELED GRAV-     979,846.4   (mgal)                       NAVD 88
 KG0365
 KG0365  VERT ORDER  -  FIRST     CLASS II
 KG0365
 KG0365.The horizontal coordinates were scaled from a topographic map and have
 KG0365.an estimated accuracy of +/- 6 seconds.
 KG0365
 KG0365.The orthometric height was determined by differential leveling
 KG0365.and adjusted by the National Geodetic Survey in June 1991..
 KG0365
 KG0365.The geoid height was determined by GEOID03.
 KG0365
 KG0365.The dynamic height is computed by dividing the NAVD 88
 KG0365.geopotential number by the normal gravity value computed on the
 KG0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0365.degrees latitude (g = 980.6199 gals.).
 KG0365
 KG0365.The modeled gravity was interpolated from observed gravity values.
 KG0365
 KG0365;                    North         East    Units  Estimated Accuracy
 KG0365;SPC KS N     -    77,440.      236,280.      MT  (+/- 180 meters Scaled)
 KG0365
 KG0365                          SUPERSEDED SURVEY CONTROL
 KG0365
 KG0365  NGVD 29 (??/??/92)  743.774  (m)         2440.20   (f) ADJ UNCH    1 2
 KG0365
 KG0365.Superseded values are not recommended for survey control.
 KG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0365.See file dsdata.txt to determine how the superseded data were derived.
 KG0365
 KG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ229188(NAD 83)
 KG0365_MARKER: DB = BENCH MARK DISK
 KG0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0365_SP_SET: CULVERT
 KG0365_STAMPING: B 302 1953
 KG0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0365
 KG0365  HISTORY     - Date     Condition        Report By
 KG0365  HISTORY     - 1953     MONUMENTED       CGS
 KG0365  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KG0365
 KG0365                          STATION DESCRIPTION
 KG0365
 KG0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KG0365'0.4 MI S FROM WAKEENEY.
 KG0365'0.4 MILE SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 KG0365'U.S. HIGHWAY 40 AT WAKEENEY, 17.5 FEET EAST OF THE CENTER LINE
 KG0365'OF THE HIGHWAY, 54 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 KG0365'WEST ROAD, 0.2 MILE SOUTHWEST OF A FARMHOUSE, SET IN THE TOP OF
 KG0365'THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 KG0365
 KG0365                          STATION RECOVERY (2006)
 KG0365
 KG0365'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0366 ***********************************************************************
 KG0366  DESIGNATION -  B 302 RESET
 KG0366  PID         -  KG0366
 KG0366  STATE/COUNTY-  KS/TREGO
 KG0366  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0366
 KG0366                         *CURRENT SURVEY CONTROL
 KG0366  ___________________________________________________________________
 KG0366* NAD 83(1986)-  39 00 55.     (N)    099 53 25.     (W)     SCALED    
 KG0366* NAVD 88     -       744.50   (meters)    2442.6    (feet)  RESET     
 KG0366  ___________________________________________________________________
 KG0366  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 KG0366
 KG0366  VERT ORDER  -  THIRD
 KG0366
 KG0366.The horizontal coordinates were scaled from a topographic map and have
 KG0366.an estimated accuracy of +/- 6 seconds.
 KG0366
 KG0366.The orthometric height was computed from unverified reset data.
 KG0366
 KG0366.The geoid height was determined by GEOID03.
 KG0366
 KG0366;                    North         East    Units  Estimated Accuracy
 KG0366;SPC KS N     -    77,410.      236,310.      MT  (+/- 180 meters Scaled)
 KG0366
 KG0366                          SUPERSEDED SURVEY CONTROL
 KG0366
 KG0366.No superseded survey control is available for this station.
 KG0366
 KG0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ229188(NAD 83)
 KG0366_MARKER: DB = BENCH MARK DISK
 KG0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0366_STAMPING: B 302 RESET 1958
 KG0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0366+STABILITY: SURFACE MOTION
 KG0366
 KG0366  HISTORY     - Date     Condition        Report By
 KG0366  HISTORY     - 1958     MONUMENTED       CGS
 KG0366
 KG0366                          STATION DESCRIPTION
 KG0366
 KG0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KG0366'0.3 MI S FROM WAKEENEY.
 KG0366'0.3 MILE SOUTH ALONG U.S. HIGHWAY 283 FROM THE JUNCTION OF U.S.
 KG0366'HIGHWAY 40 AT WAKEENEY, TREGO COUNTY, ABOUT 500 FEET
 KG0366'NORTH-NORTHWEST OF THE JUNCTION OF THE NEW INTERSTATE HIGHWAY
 KG0366'AND U.S. HIGHWAY 283, 135 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KG0366'OF MR. ANSIN BILLINGERS HOUSE, 105 FEET WEST OF THE CENTER OF
 KG0366'U.S. HIGHWAY 283, 34 FEET SOUTH OF THE CENTER OF DRIVEWAY TO
 KG0366'FARMHOUSE, AND 1 FOOT EAST OF THE EAST END OF STEEL FENCE
 KG0366'ALONG THE SOUTHSIDE OF FARMYARD.  THE MARK PROJECTS 1 INCH AND
 KG0366'THE DISK IS STAMPED B 302 1953 RESET 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0369 ***********************************************************************
 JG0369  DESIGNATION -  B 303
 JG0369  PID         -  JG0369
 JG0369  STATE/COUNTY-  KS/ELLIS
 JG0369  USGS QUAD   -  YOCEMENTO (1974)
 JG0369
 JG0369                         *CURRENT SURVEY CONTROL
 JG0369  ___________________________________________________________________
 JG0369* NAD 83(1986)-  38 55 12.     (N)    099 28 50.     (W)     SCALED    
 JG0369* NAVD 88     -       632.529  (meters)    2075.22   (feet)  ADJUSTED  
 JG0369  ___________________________________________________________________
 JG0369  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 JG0369  DYNAMIC HT  -         632.054 (meters)    2073.66  (feet)  COMP
 JG0369  MODELED GRAV-     979,855.9   (mgal)                       NAVD 88
 JG0369
 JG0369  VERT ORDER  -  FIRST     CLASS II
 JG0369
 JG0369.The horizontal coordinates were scaled from a topographic map and have
 JG0369.an estimated accuracy of +/- 6 seconds.
 JG0369
 JG0369.The orthometric height was determined by differential leveling
 JG0369.and adjusted by the National Geodetic Survey in June 1991..
 JG0369
 JG0369.The geoid height was determined by GEOID03.
 JG0369
 JG0369.The dynamic height is computed by dividing the NAVD 88
 JG0369.geopotential number by the normal gravity value computed on the
 JG0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0369.degrees latitude (g = 980.6199 gals.).
 JG0369
 JG0369.The modeled gravity was interpolated from observed gravity values.
 JG0369
 JG0369;                    North         East    Units  Estimated Accuracy
 JG0369;SPC KS N     -    66,180.      271,610.      MT  (+/- 180 meters Scaled)
 JG0369
 JG0369                          SUPERSEDED SURVEY CONTROL
 JG0369
 JG0369  NGVD 29 (??/??/92)  632.260  (m)         2074.34   (f) ADJ UNCH    1 2
 JG0369
 JG0369.Superseded values are not recommended for survey control.
 JG0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0369.See file dsdata.txt to determine how the superseded data were derived.
 JG0369
 JG0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ583080(NAD 83)
 JG0369_MARKER: DB = BENCH MARK DISK
 JG0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0369_STAMPING: B 303 1953
 JG0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0369+STABILITY: SURFACE MOTION
 JG0369
 JG0369  HISTORY     - Date     Condition        Report By
 JG0369  HISTORY     - 1953     MONUMENTED       CGS
 JG0369
 JG0369                          STATION DESCRIPTION
 JG0369
 JG0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0369'4.6 MI E FROM ELLIS.
 JG0369'4.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JG0369'ELLIS, 135.8 FEET SOUTHEAST OF THE STATION SIGN AT HOGBACK, 124
 JG0369'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 41.5 FEET SOUTH
 JG0369'OF THE SOUTH RAIL OF THE MAIN TRACK OF THE UNION PACIFIC RAILROAD,
 JG0369'11.6 FEET EAST OF A TELEPHONE POLE, 6.1 FEET NORTH OF A FENCE,
 JG0369'2.1 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JG0369'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0258 ***********************************************************************
 JG0258  DESIGNATION -  B 304
 JG0258  PID         -  JG0258
 JG0258  STATE/COUNTY-  KS/RUSSELL
 JG0258  USGS QUAD   -  GORHAM (1967)
 JG0258
 JG0258                         *CURRENT SURVEY CONTROL
 JG0258  ___________________________________________________________________
 JG0258* NAD 83(1986)-  38 53 06.     (N)    099 00 09.     (W)     SCALED    
 JG0258* NAVD 88     -       581.720  (meters)    1908.53   (feet)  ADJUSTED  
 JG0258  ___________________________________________________________________
 JG0258  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0258  DYNAMIC HT  -         581.303 (meters)    1907.16  (feet)  COMP
 JG0258  MODELED GRAV-     979,893.3   (mgal)                       NAVD 88
 JG0258
 JG0258  VERT ORDER  -  FIRST     CLASS II
 JG0258
 JG0258.The horizontal coordinates were scaled from a topographic map and have
 JG0258.an estimated accuracy of +/- 6 seconds.
 JG0258
 JG0258.The orthometric height was determined by differential leveling
 JG0258.and adjusted by the National Geodetic Survey in June 1991..
 JG0258
 JG0258.The geoid height was determined by GEOID03.
 JG0258
 JG0258.The dynamic height is computed by dividing the NAVD 88
 JG0258.geopotential number by the normal gravity value computed on the
 JG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0258.degrees latitude (g = 980.6199 gals.).
 JG0258
 JG0258.The modeled gravity was interpolated from observed gravity values.
 JG0258
 JG0258;                    North         East    Units  Estimated Accuracy
 JG0258;SPC KS N     -    61,720.      313,020.      MT  (+/- 180 meters Scaled)
 JG0258
 JG0258                          SUPERSEDED SURVEY CONTROL
 JG0258
 JG0258  NGVD 29 (??/??/92)  581.492  (m)         1907.78   (f) ADJ UNCH    1 2
 JG0258
 JG0258.Superseded values are not recommended for survey control.
 JG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0258.See file dsdata.txt to determine how the superseded data were derived.
 JG0258
 JG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ997040(NAD 83)
 JG0258_MARKER: DB = BENCH MARK DISK
 JG0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0258_SP_SET: CULVERT
 JG0258_STAMPING: B 304 1953
 JG0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0258
 JG0258  HISTORY     - Date     Condition        Report By
 JG0258  HISTORY     - 1953     MONUMENTED       CGS
 JG0258
 JG0258                          STATION DESCRIPTION
 JG0258
 JG0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0258'1.2 MI E FROM GORHAM.
 JG0258'1.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JG0258'GORHAM, AT A RAILROAD CROSSING, AT A ROAD INTERSECTION, 271 FEET
 JG0258'SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 174 FEET
 JG0258'NORTH OF THE CENTER LINE OF THE HIGHWAY, 156 FEET WEST OF THE
 JG0258'CENTER LINE OF A DIRT ROAD LEADING NORTH, 14 FEET NORTH OF THE
 JG0258'CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF THE NORTH
 JG0258'HEADWALL OF A CONCRETE CULVERT UNDER THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0232 ***********************************************************************
 JG0232  DESIGNATION -  B 305
 JG0232  PID         -  JG0232
 JG0232  STATE/COUNTY-  KS/RUSSELL
 JG0232  USGS QUAD   -  DORRANCE SW (1979)
 JG0232
 JG0232                         *CURRENT SURVEY CONTROL
 JG0232  ___________________________________________________________________
 JG0232* NAD 83(1986)-  38 52 29.     (N)    098 44 01.     (W)     SCALED    
 JG0232* NAVD 88     -       560.655  (meters)    1839.42   (feet)  ADJUSTED  
 JG0232  ___________________________________________________________________
 JG0232  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 JG0232  DYNAMIC HT  -         560.259 (meters)    1838.12  (feet)  COMP
 JG0232  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 JG0232
 JG0232  VERT ORDER  -  FIRST     CLASS II
 JG0232
 JG0232.The horizontal coordinates were scaled from a topographic map and have
 JG0232.an estimated accuracy of +/- 6 seconds.
 JG0232
 JG0232.The orthometric height was determined by differential leveling
 JG0232.and adjusted by the National Geodetic Survey in June 1991..
 JG0232
 JG0232.The geoid height was determined by GEOID03.
 JG0232
 JG0232.The dynamic height is computed by dividing the NAVD 88
 JG0232.geopotential number by the normal gravity value computed on the
 JG0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0232.degrees latitude (g = 980.6199 gals.).
 JG0232
 JG0232.The modeled gravity was interpolated from observed gravity values.
 JG0232
 JG0232;                    North         East    Units  Estimated Accuracy
 JG0232;SPC KS N     -    60,360.      336,340.      MT  (+/- 180 meters Scaled)
 JG0232
 JG0232                          SUPERSEDED SURVEY CONTROL
 JG0232
 JG0232  NGVD 29 (??/??/92)  560.451  (m)         1838.75   (f) ADJ UNCH    1 2
 JG0232
 JG0232.Superseded values are not recommended for survey control.
 JG0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0232.See file dsdata.txt to determine how the superseded data were derived.
 JG0232
 JG0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ231029(NAD 83)
 JG0232_MARKER: DB = BENCH MARK DISK
 JG0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0232_STAMPING: B 305 1953
 JG0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0232+STABILITY: SURFACE MOTION
 JG0232
 JG0232  HISTORY     - Date     Condition        Report By
 JG0232  HISTORY     - 1953     MONUMENTED       CGS
 JG0232
 JG0232                          STATION DESCRIPTION
 JG0232
 JG0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0232'1.5 MI W FROM BUNKER HILL.
 JG0232'1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0232'AT BUNKER HILL, 41 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 87 FEET
 JG0232'SOUTHEAST OF MILEPOST 255, 18.5 FEET NORTHEAST OF A TELEPHONE
 JG0232'POLE, 78.5 FEET SOUTHWEST OF THE CENTER OF A GATE, 3.5 FEET
 JG0232'NORTHWEST OF A FENCE, 2 FEET WEST OF A WITNESS POST, IN LINE WITH
 JG0232'A ROW OF TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST
 JG0232'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0035 ***********************************************************************
 HG0035  DESIGNATION -  B 307 RESET
 HG0035  PID         -  HG0035
 HG0035  STATE/COUNTY-  KS/KINGMAN
 HG0035  USGS QUAD   -  KINGMAN (1983)
 HG0035
 HG0035                         *CURRENT SURVEY CONTROL
 HG0035  ___________________________________________________________________
 HG0035* NAD 83(1986)-  37 39 43.     (N)    098 07 20.     (W)     SCALED    
 HG0035* NAVD 88     -       485.87   (meters)    1594.1    (feet)  RESET     
 HG0035  ___________________________________________________________________
 HG0035  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0035
 HG0035  VERT ORDER  -  THIRD
 HG0035
 HG0035.This mark is at Kingman Municipal Airport (9K8)
 HG0035
 HG0035.The horizontal coordinates were scaled from a topographic map and have
 HG0035.an estimated accuracy of +/- 6 seconds.
 HG0035
 HG0035.The orthometric height was computed from unverified reset data.
 HG0035
 HG0035.The geoid height was determined by GEOID03.
 HG0035
 HG0035;                    North         East    Units  Estimated Accuracy
 HG0035;SPC KS S     -   510,530.      433,330.      MT  (+/- 180 meters Scaled)
 HG0035
 HG0035                          SUPERSEDED SURVEY CONTROL
 HG0035
 HG0035.No superseded survey control is available for this station.
 HG0035
 HG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG774686(NAD 83)
 HG0035_MARKER: DB = BENCH MARK DISK
 HG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0035_STAMPING: B 307 RESET 1964
 HG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0035+STABILITY: SURFACE MOTION
 HG0035
 HG0035  HISTORY     - Date     Condition        Report By
 HG0035  HISTORY     - 1964     MONUMENTED       LOCENG
 HG0035  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0035
 HG0035                          STATION DESCRIPTION
 HG0035
 HG0035'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 HG0035'1.5 MI NW FROM KINGMAN.
 HG0035'1.0 MILE NORTH ALONG MAIN STREET FROM THE ELEMENTARY SCHOOL AT
 HG0035'KINGMAN, KANSAS, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD,
 HG0035'AT THE KINGMAN MUNICIPAL AIRPORT, 11.3 FEET SOUTH OF A 3-INCH
 HG0035'IRON CORNER POST SET IN THE NORTHWEST CORNER OF PARKING LOT,
 HG0035'19.3 FEET NORTHEAST OF A ROW OF COTTONWOOD TREES, 2 FEET
 HG0035'SOUTHEAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 HG0035'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 HG0035
 HG0035                          STATION RECOVERY (1986)
 HG0035
 HG0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0035'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0906 ***********************************************************************
 HF0906  DESIGNATION -  B 308
 HF0906  PID         -  HF0906
 HF0906  STATE/COUNTY-  KS/RENO
 HF0906  USGS QUAD   -  CASTLETON (1965)
 HF0906
 HF0906                         *CURRENT SURVEY CONTROL
 HF0906  ___________________________________________________________________
 HF0906* NAD 83(1986)-  37 51 15.     (N)    097 58 27.     (W)     SCALED    
 HF0906* NAVD 88     -       450.003  (meters)    1476.38   (feet)  ADJUSTED  
 HF0906  ___________________________________________________________________
 HF0906  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 HF0906  DYNAMIC HT  -         449.652 (meters)    1475.23  (feet)  COMP
 HF0906  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 HF0906
 HF0906  VERT ORDER  -  FIRST     CLASS II
 HF0906
 HF0906.The horizontal coordinates were scaled from a topographic map and have
 HF0906.an estimated accuracy of +/- 6 seconds.
 HF0906
 HF0906.The orthometric height was determined by differential leveling
 HF0906.and adjusted by the National Geodetic Survey in June 1991..
 HF0906
 HF0906.The geoid height was determined by GEOID03.
 HF0906
 HF0906.The dynamic height is computed by dividing the NAVD 88
 HF0906.geopotential number by the normal gravity value computed on the
 HF0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0906.degrees latitude (g = 980.6199 gals.).
 HF0906
 HF0906.The modeled gravity was interpolated from observed gravity values.
 HF0906
 HF0906;                    North         East    Units  Estimated Accuracy
 HF0906;SPC KS S     -   531,930.      446,270.      MT  (+/- 180 meters Scaled)
 HF0906
 HF0906                          SUPERSEDED SURVEY CONTROL
 HF0906
 HF0906  NGVD 29 (??/??/92)  449.850  (m)         1475.88   (f) ADJ UNCH    1 2
 HF0906
 HF0906.Superseded values are not recommended for survey control.
 HF0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0906.See file dsdata.txt to determine how the superseded data were derived.
 HF0906
 HF0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG902901(NAD 83)
 HF0906_MARKER: DB = BENCH MARK DISK
 HF0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0906_SP_SET: CONCRETE POST
 HF0906_STAMPING: B 308 1953
 HF0906_MARK LOGO: CGS   
 HF0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0906+STABILITY: SURFACE MOTION
 HF0906
 HF0906  HISTORY     - Date     Condition        Report By
 HF0906  HISTORY     - 1953     MONUMENTED       CGS
 HF0906  HISTORY     - 1986     GOOD             NGS
 HF0906
 HF0906                          STATION DESCRIPTION
 HF0906
 HF0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0906'1 MI SW FROM CASTLETON.
 HF0906'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0906'RAILROAD FROM THE STATION AT CASTLETON, 3 1/2 POLES NORTH
 HF0906'OF MILEPOST 14, 1 POLE NORTH OF A ROAD CROSSING, 44 FEET EAST
 HF0906'OF THE EAST RAIL, 2 FEET WEST OF A FENCE, 2.6 FEET SOUTH OF
 HF0906'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0906'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HF0906
 HF0906                          STATION RECOVERY (1986)
 HF0906
 HF0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HF0906'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM (3.1 MI)
 HF0906'WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE HIGHWAY 61
 HF0906'IN HUTCHINSON, THENCE 18.3 KM (11.35 MI) SOUTHERLY ALON THE SANTA FE
 HF0906'RAILROAD.  DELETE--3 1/2 POLES NORTH OF MILEPOST 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0163 ***********************************************************************
 HG0163  DESIGNATION -  B 309
 HG0163  PID         -  HG0163
 HG0163  STATE/COUNTY-  KS/KINGMAN
 HG0163  USGS QUAD   -  RAGO (1973)
 HG0163
 HG0163                         *CURRENT SURVEY CONTROL
 HG0163  ___________________________________________________________________
 HG0163* NAD 83(1986)-  37 24 37.     (N)    098 04 43.     (W)     SCALED    
 HG0163* NAVD 88     -       471.036  (meters)    1545.39   (feet)  ADJUSTED  
 HG0163  ___________________________________________________________________
 HG0163  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0163  DYNAMIC HT  -         470.642 (meters)    1544.10  (feet)  COMP
 HG0163  MODELED GRAV-     979,779.3   (mgal)                       NAVD 88
 HG0163
 HG0163  VERT ORDER  -  FIRST     CLASS II
 HG0163
 HG0163.The horizontal coordinates were scaled from a topographic map and have
 HG0163.an estimated accuracy of +/- 6 seconds.
 HG0163
 HG0163.The orthometric height was determined by differential leveling
 HG0163.and adjusted by the National Geodetic Survey in June 1991..
 HG0163
 HG0163.The geoid height was determined by GEOID03.
 HG0163
 HG0163.The dynamic height is computed by dividing the NAVD 88
 HG0163.geopotential number by the normal gravity value computed on the
 HG0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0163.degrees latitude (g = 980.6199 gals.).
 HG0163
 HG0163.The modeled gravity was interpolated from observed gravity values.
 HG0163
 HG0163;                    North         East    Units  Estimated Accuracy
 HG0163;SPC KS S     -   482,610.      437,310.      MT  (+/- 180 meters Scaled)
 HG0163
 HG0163                          SUPERSEDED SURVEY CONTROL
 HG0163
 HG0163  NGVD 29 (??/??/92)  470.891  (m)         1544.91   (f) ADJ UNCH    1 2
 HG0163
 HG0163.Superseded values are not recommended for survey control.
 HG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0163.See file dsdata.txt to determine how the superseded data were derived.
 HG0163
 HG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG815407(NAD 83)
 HG0163_MARKER: DB = BENCH MARK DISK
 HG0163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HG0163_SP_SET: HEADWALL
 HG0163_STAMPING: B 309 1953
 HG0163_MARK LOGO: CGS   
 HG0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0163+STABILITY: SURFACE MOTION
 HG0163
 HG0163  HISTORY     - Date     Condition        Report By
 HG0163  HISTORY     - 1953     MONUMENTED       CGS
 HG0163  HISTORY     - 1985     GOOD             NGS
 HG0163
 HG0163                          STATION DESCRIPTION
 HG0163
 HG0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0163'2.9 MI S FROM RAGO.
 HG0163'2.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0163'FROM THE STATION AT RAGO, 60 FEET WEST OF THE CENTER LINE OF
 HG0163'STATE HIGHWAY 14, 250 FEET EAST OF THE EAST RAIL, 8 FEET BELOW
 HG0163'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE
 HG0163'WEST HEADWALL OF A 4 X 4 FOOT CONCRETE CULVERT.
 HG0163
 HG0163                          STATION RECOVERY (1985)
 HG0163
 HG0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0889 ***********************************************************************
 JF0889  DESIGNATION -  B 31
 JF0889  PID         -  JF0889
 JF0889  STATE/COUNTY-  KS/MCPHERSON
 JF0889  USGS QUAD   -  CONWAY (1985)
 JF0889
 JF0889                         *CURRENT SURVEY CONTROL
 JF0889  ___________________________________________________________________
 JF0889* NAD 83(1986)-  38 21 55.     (N)    097 46 37.     (W)     SCALED    
 JF0889* NAVD 88     -       464.352  (meters)    1523.46   (feet)  ADJUSTED  
 JF0889  ___________________________________________________________________
 JF0889  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 JF0889  DYNAMIC HT  -         464.010 (meters)    1522.34  (feet)  COMP
 JF0889  MODELED GRAV-     979,877.6   (mgal)                       NAVD 88
 JF0889
 JF0889  VERT ORDER  -  SECOND    CLASS 0
 JF0889
 JF0889.The horizontal coordinates were scaled from a topographic map and have
 JF0889.an estimated accuracy of +/- 6 seconds.
 JF0889
 JF0889.The orthometric height was determined by differential leveling
 JF0889.and adjusted by the National Geodetic Survey in June 1991..
 JF0889
 JF0889.The geoid height was determined by GEOID03.
 JF0889
 JF0889.The dynamic height is computed by dividing the NAVD 88
 JF0889.geopotential number by the normal gravity value computed on the
 JF0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0889.degrees latitude (g = 980.6199 gals.).
 JF0889
 JF0889.The modeled gravity was interpolated from observed gravity values.
 JF0889
 JF0889;                    North         East    Units  Estimated Accuracy
 JF0889;SPC KS S     -   588,770.      463,190.      MT  (+/- 180 meters Scaled)
 JF0889
 JF0889                          SUPERSEDED SURVEY CONTROL
 JF0889
 JF0889  NGVD 29 (??/??/92)  464.204  (m)         1522.98   (f) ADJ UNCH    2 0
 JF0889
 JF0889.Superseded values are not recommended for survey control.
 JF0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0889.See file dsdata.txt to determine how the superseded data were derived.
 JF0889
 JF0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH068470(NAD 83)
 JF0889_MARKER: DB = BENCH MARK DISK
 JF0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0889_STAMPING: B 31 1934
 JF0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0889+STABILITY: SURFACE MOTION
 JF0889
 JF0889  HISTORY     - Date     Condition        Report By
 JF0889  HISTORY     - 1934     MONUMENTED       CGS
 JF0889
 JF0889                          STATION DESCRIPTION
 JF0889
 JF0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF0889'6 MI W FROM MC PHERSON.
 JF0889'6.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0889'FROM MC PHERSON, MC PHERSON COUNTY, 27 FEET EAST OF THE
 JF0889'CENTERLINE OF A COUNTY ROAD, 45 FEET SOUTH OF THE CENTERLINE OF
 JF0889'THE TRACK, AND 33 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 JF0889'50 N.  A STANDARD DISK, STAMPED B 31 1934 AND SET IN THE TOP OF A
 JF0889'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0442 ***********************************************************************
 JF0442  DESIGNATION -  B 31 12 4 E
 JF0442  PID         -  JF0442
 JF0442  STATE/COUNTY-  KS/DICKINSON
 JF0442  USGS QUAD   -  CHAPMAN (1979)
 JF0442
 JF0442                         *CURRENT SURVEY CONTROL
 JF0442  ___________________________________________________________________
 JF0442* NAD 83(1986)-  38 58 18.     (N)    097 01 32.     (W)     SCALED    
 JF0442* NAVD 88     -       340.485  (meters)    1117.07   (feet)  ADJUSTED  
 JF0442  ___________________________________________________________________
 JF0442  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 JF0442  DYNAMIC HT  -         340.247 (meters)    1116.29  (feet)  COMP
 JF0442  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 JF0442
 JF0442  VERT ORDER  -  FIRST     CLASS II
 JF0442
 JF0442.The horizontal coordinates were scaled from a topographic map and have
 JF0442.an estimated accuracy of +/- 6 seconds.
 JF0442
 JF0442.The orthometric height was determined by differential leveling
 JF0442.and adjusted by the National Geodetic Survey in June 1991..
 JF0442
 JF0442.The geoid height was determined by GEOID03.
 JF0442
 JF0442.The dynamic height is computed by dividing the NAVD 88
 JF0442.geopotential number by the normal gravity value computed on the
 JF0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0442.degrees latitude (g = 980.6199 gals.).
 JF0442
 JF0442.The modeled gravity was interpolated from observed gravity values.
 JF0442
 JF0442;                    North         East    Units  Estimated Accuracy
 JF0442;SPC KS N     -    71,320.      484,440.      MT  (+/- 180 meters Scaled)
 JF0442
 JF0442                          SUPERSEDED SURVEY CONTROL
 JF0442
 JF0442  NGVD 29 (??/??/92)  340.363  (m)         1116.67   (f) ADJ UNCH    1 2
 JF0442
 JF0442.Superseded values are not recommended for survey control.
 JF0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0442.See file dsdata.txt to determine how the superseded data were derived.
 JF0442
 JF0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ710154(NAD 83)
 JF0442_MARKER: DB = BENCH MARK DISK
 JF0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0442_STAMPING: B31-12-4E
 JF0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0442+STABILITY: SURFACE MOTION
 JF0442
 JF0442  HISTORY     - Date     Condition        Report By
 JF0442  HISTORY     - UNK      MONUMENTED       CGS
 JF0442  HISTORY     - 1947     GOOD             NGS
 JF0442  HISTORY     - 1964     MARK NOT FOUND   NGS
 JF0442  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0442
 JF0442                          STATION DESCRIPTION
 JF0442
 JF0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF0442'AT CHAPMAN.
 JF0442'AT CHAPMAN, 4 1/2 BLOCKS WEST AND 1 BLOCK NORTH FROM THE UNION
 JF0442'PACIFIC RAILROAD STATION, NEAR THE NORTHWEST CORNER OF THE HIGH
 JF0442'SCHOOL GROUNDS, 83.0 FEET WEST NORTHWEST OF THE NORTHEAST CORNER
 JF0442'OF THE GYMNASIUM AND SCIENCE BUILDING, 52.6 FEET NORTH NORTHEAST
 JF0442'OF THE NORTHWEST CORNER OF AND 47.7 FEET NORTH OF THE NORTH
 JF0442'WALL OF THE GYMNASIUM AND SCIENCE BUILDING, 25.0 FEET EAST OF
 JF0442'THE EAST CONCRETE CURB FOR THE SCHOOL PARKING AREA WHICH IS ON
 JF0442'THE EAST SIDE OF NORTH LOGAN STREET, 21.3 FEET SOUTH OF THE
 JF0442'SOUTH CONCRETE CURB OF WEST FIFTH STREET, 5.5 FEET SOUTH OF THE
 JF0442'POINT OF AN ARROW WHICH IS CUT ALONG THE SOUTH EDGE OF THE
 JF0442'CONCRETE WALK WHICH IS ALONG THE SOUTH SIDE OF WEST FIFTH
 JF0442'STREET AND BELOW WHICH THE FIGURES 5.5 FT. ARE CUT, A U.S. COAST
 JF0442'AND GEODETIC SURVEY AND STATE SURVEY BRONZE DISK SET IN A
 JF0442'CONCRETE POST ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 JF0442
 JF0442                          STATION RECOVERY (1964)
 JF0442
 JF0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JF0442'MARK NOT FOUND.
 JF0442
 JF0442                          STATION RECOVERY (1986)
 JF0442
 JF0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0190 ***********************************************************************
 HG0190  DESIGNATION -  B 310
 HG0190  PID         -  HG0190
 HG0190  STATE/COUNTY-  KS/HARPER
 HG0190  USGS QUAD   -  ANTHONY (1983)
 HG0190
 HG0190                         *CURRENT SURVEY CONTROL
 HG0190  ___________________________________________________________________
 HG0190* NAD 83(1986)-  37 09 08.     (N)    098 03 07.     (W)     SCALED    
 HG0190* NAVD 88     -       400.992  (meters)    1315.59   (feet)  ADJUSTED  
 HG0190  ___________________________________________________________________
 HG0190  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HG0190  DYNAMIC HT  -         400.656 (meters)    1314.49  (feet)  COMP
 HG0190  MODELED GRAV-     979,781.7   (mgal)                       NAVD 88
 HG0190
 HG0190  VERT ORDER  -  FIRST     CLASS II
 HG0190
 HG0190.The horizontal coordinates were scaled from a topographic map and have
 HG0190.an estimated accuracy of +/- 6 seconds.
 HG0190
 HG0190.The orthometric height was determined by differential leveling
 HG0190.and adjusted by the National Geodetic Survey in June 1991..
 HG0190
 HG0190.The geoid height was determined by GEOID03.
 HG0190
 HG0190.The dynamic height is computed by dividing the NAVD 88
 HG0190.geopotential number by the normal gravity value computed on the
 HG0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0190.degrees latitude (g = 980.6199 gals.).
 HG0190
 HG0190.The modeled gravity was interpolated from observed gravity values.
 HG0190
 HG0190;                    North         East    Units  Estimated Accuracy
 HG0190;SPC KS S     -   453,990.      439,800.      MT  (+/- 180 meters Scaled)
 HG0190
 HG0190                          SUPERSEDED SURVEY CONTROL
 HG0190
 HG0190  NGVD 29 (??/??/92)  400.869  (m)         1315.18   (f) ADJ UNCH    1 2
 HG0190
 HG0190.Superseded values are not recommended for survey control.
 HG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0190.See file dsdata.txt to determine how the superseded data were derived.
 HG0190
 HG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG841121(NAD 83)
 HG0190_MARKER: DB = BENCH MARK DISK
 HG0190_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HG0190_SP_SET: CONCRETE GUARDRAIL
 HG0190_STAMPING: B 310 1953
 HG0190_MARK LOGO: CGS   
 HG0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0190+STABILITY: SURFACE MOTION
 HG0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0190+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 HG0190
 HG0190  HISTORY     - Date     Condition        Report By
 HG0190  HISTORY     - 1953     MONUMENTED       CGS
 HG0190  HISTORY     - 1986     GOOD             NGS
 HG0190  HISTORY     - 19990316 GOOD             INDIV
 HG0190
 HG0190                          STATION DESCRIPTION
 HG0190
 HG0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0190'0.8 MI W FROM ANTHONY.
 HG0190'0.85 MILE WEST ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0190'AND SANTA FE RAILROAD STATION AT ANTHONY, 12 FEET NORTH OF THE
 HG0190'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 HG0190'NORTH GUARD RAIL OF A LARGE CONCRETE BRIDGE OVER A CREEK.
 HG0190
 HG0190                          STATION RECOVERY (1986)
 HG0190
 HG0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0190'RECOVERED IN GOOD CONDITION.
 HG0190
 HG0190                          STATION RECOVERY (1999)
 HG0190
 HG0190'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (RLE)
 HG0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0110 ***********************************************************************
 HG0110  DESIGNATION -  B 311
 HG0110  PID         -  HG0110
 HG0110  STATE/COUNTY-  KS/KINGMAN
 HG0110  USGS QUAD   -  KINGMAN (1983)
 HG0110
 HG0110                         *CURRENT SURVEY CONTROL
 HG0110  ___________________________________________________________________
 HG0110* NAD 83(1986)-  37 37 58.     (N)    098 05 59.     (W)     SCALED    
 HG0110* NAVD 88     -       457.885  (meters)    1502.24   (feet)  ADJUSTED  
 HG0110  ___________________________________________________________________
 HG0110  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HG0110  DYNAMIC HT  -         457.508 (meters)    1501.01  (feet)  COMP
 HG0110  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 HG0110
 HG0110  VERT ORDER  -  SECOND    CLASS 0
 HG0110
 HG0110.The horizontal coordinates were scaled from a topographic map and have
 HG0110.an estimated accuracy of +/- 6 seconds.
 HG0110
 HG0110.The orthometric height was determined by differential leveling
 HG0110.and adjusted by the National Geodetic Survey in June 1991..
 HG0110
 HG0110.The geoid height was determined by GEOID03.
 HG0110
 HG0110.The dynamic height is computed by dividing the NAVD 88
 HG0110.geopotential number by the normal gravity value computed on the
 HG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0110.degrees latitude (g = 980.6199 gals.).
 HG0110
 HG0110.The modeled gravity was interpolated from observed gravity values.
 HG0110
 HG0110;                    North         East    Units  Estimated Accuracy
 HG0110;SPC KS S     -   507,300.      435,330.      MT  (+/- 180 meters Scaled)
 HG0110
 HG0110                          SUPERSEDED SURVEY CONTROL
 HG0110
 HG0110  NGVD 29 (??/??/92)  457.720  (m)         1501.70   (f) ADJ UNCH    2 0
 HG0110
 HG0110.Superseded values are not recommended for survey control.
 HG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0110.See file dsdata.txt to determine how the superseded data were derived.
 HG0110
 HG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG794654(NAD 83)
 HG0110_MARKER: DB = BENCH MARK DISK
 HG0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0110_STAMPING: B 311 1956
 HG0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0110+STABILITY: SURFACE MOTION
 HG0110
 HG0110  HISTORY     - Date     Condition        Report By
 HG0110  HISTORY     - 1956     MONUMENTED       CGS
 HG0110  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0110
 HG0110                          STATION DESCRIPTION
 HG0110
 HG0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HG0110'1.3 MI SE FROM KINGMAN.
 HG0110'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0110'AND SANTA FE RAILROAD STATION AT KINGMAN, THENCE 0.7 MILE EAST
 HG0110'ALONG A GRADED DIRT ROAD, 31 FEET NORTH OF THE CENTER LINE OF
 HG0110'AN EAST AND WEST ROAD, 16 FEET EAST OF THE EXTENDED CENTER LINE
 HG0110'OF A ROAD LEADING SOUTH, 6 FEET WEST OF A POWER POLE, 1 FOOT
 HG0110'SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE
 HG0110'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 HG0110'IN THE SOUTHWEST 1/4 OF SECTION 4, TOWNSHIP 28 SOUTH, RANGE 8
 HG0110'WEST.
 HG0110
 HG0110                          STATION RECOVERY (1986)
 HG0110
 HG0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0110'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0949 ***********************************************************************
 HF0949  DESIGNATION -  B 312
 HF0949  PID         -  HF0949
 HF0949  STATE/COUNTY-  KS/SEDGWICK
 HF0949  USGS QUAD   -  LAKE AFTON (1980)
 HF0949
 HF0949                         *CURRENT SURVEY CONTROL
 HF0949  ___________________________________________________________________
 HF0949* NAD 83(1986)-  37 31 04.     (N)    097 38 35.     (W)     SCALED    
 HF0949* NAVD 88     -       400.746  (meters)    1314.78   (feet)  ADJUSTED  
 HF0949  ___________________________________________________________________
 HF0949  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 HF0949  DYNAMIC HT  -         400.418 (meters)    1313.70  (feet)  COMP
 HF0949  MODELED GRAV-     979,800.3   (mgal)                       NAVD 88
 HF0949
 HF0949  VERT ORDER  -  SECOND    CLASS 0
 HF0949
 HF0949.The horizontal coordinates were scaled from a topographic map and have
 HF0949.an estimated accuracy of +/- 6 seconds.
 HF0949
 HF0949.The orthometric height was determined by differential leveling
 HF0949.and adjusted by the National Geodetic Survey in June 1991..
 HF0949
 HF0949.The geoid height was determined by GEOID03.
 HF0949
 HF0949.The dynamic height is computed by dividing the NAVD 88
 HF0949.geopotential number by the normal gravity value computed on the
 HF0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0949.degrees latitude (g = 980.6199 gals.).
 HF0949
 HF0949.The modeled gravity was interpolated from observed gravity values.
 HF0949
 HF0949;                    North         East    Units  Estimated Accuracy
 HF0949;SPC KS S     -   494,810.      475,750.      MT  (+/- 180 meters Scaled)
 HF0949
 HF0949                          SUPERSEDED SURVEY CONTROL
 HF0949
 HF0949  NGVD 29 (??/??/92)  400.614  (m)         1314.35   (f) ADJ UNCH    2 0
 HF0949
 HF0949.Superseded values are not recommended for survey control.
 HF0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0949.See file dsdata.txt to determine how the superseded data were derived.
 HF0949
 HF0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG199531(NAD 83)
 HF0949_MARKER: DB = BENCH MARK DISK
 HF0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0949_STAMPING: B 312 1956
 HF0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0949+STABILITY: SURFACE MOTION
 HF0949
 HF0949  HISTORY     - Date     Condition        Report By
 HF0949  HISTORY     - 1956     MONUMENTED       CGS
 HF0949
 HF0949                          STATION DESCRIPTION
 HF0949
 HF0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0949'2.4 MI N FROM VIOLA.
 HF0949'0.25 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0949'RAILROAD FROM THE STATION AT VIOLA, THENCE 2.15 MILES NORTH
 HF0949'ALONG AN OILED ROAD, 63 FEET WEST OF THE CENTER LINE OF A NORTH
 HF0949'AND SOUTH ROAD, 31 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 HF0949'WEST ROAD, 23 FEET WEST OF A FENCE CORNER, 24 FEET WEST OF A POWER
 HF0949'POLE, 1.4 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST,
 HF0949'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 HF0949'THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 29
 HF0949'SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1028 ***********************************************************************
 HF1028  DESIGNATION -  B 313
 HF1028  PID         -  HF1028
 HF1028  STATE/COUNTY-  KS/SEDGWICK
 HF1028  USGS QUAD   -  CHENEY (1982)
 HF1028
 HF1028                         *CURRENT SURVEY CONTROL
 HF1028  ___________________________________________________________________
 HF1028* NAD 83(1986)-  37 39 40.     (N)    097 46 46.     (W)     SCALED    
 HF1028* NAVD 88     -       423.334  (meters)    1388.89   (feet)  ADJUSTED  
 HF1028  ___________________________________________________________________
 HF1028  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 HF1028  DYNAMIC HT  -         422.994 (meters)    1387.77  (feet)  COMP
 HF1028  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 HF1028
 HF1028  VERT ORDER  -  SECOND    CLASS 0
 HF1028
 HF1028.The horizontal coordinates were scaled from a topographic map and have
 HF1028.an estimated accuracy of +/- 6 seconds.
 HF1028
 HF1028.The orthometric height was determined by differential leveling
 HF1028.and adjusted by the National Geodetic Survey in June 1991..
 HF1028
 HF1028.The geoid height was determined by GEOID03.
 HF1028
 HF1028.The dynamic height is computed by dividing the NAVD 88
 HF1028.geopotential number by the normal gravity value computed on the
 HF1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1028.degrees latitude (g = 980.6199 gals.).
 HF1028
 HF1028.The modeled gravity was interpolated from observed gravity values.
 HF1028
 HF1028;                    North         East    Units  Estimated Accuracy
 HF1028;SPC KS S     -   510,610.      463,570.      MT  (+/- 180 meters Scaled)
 HF1028
 HF1028                          SUPERSEDED SURVEY CONTROL
 HF1028
 HF1028  NGVD 29 (??/??/92)  423.189  (m)         1388.41   (f) ADJ UNCH    2 0
 HF1028
 HF1028.Superseded values are not recommended for survey control.
 HF1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1028.See file dsdata.txt to determine how the superseded data were derived.
 HF1028
 HF1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG076689(NAD 83)
 HF1028_MARKER: DB = BENCH MARK DISK
 HF1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1028_STAMPING: B 313 1956
 HF1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1028+STABILITY: SURFACE MOTION
 HF1028
 HF1028  HISTORY     - Date     Condition        Report By
 HF1028  HISTORY     - 1956     MONUMENTED       CGS
 HF1028  HISTORY     - 1967     GOOD             NGS
 HF1028
 HF1028                          STATION DESCRIPTION
 HF1028
 HF1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1028'3.3 MI N FROM CHENEY.
 HF1028'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1028'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A
 HF1028'GRADED DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54,
 HF1028'222 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST
 HF1028'OF THE CENTER LINE OF COUNTY ROAD 598, 16 FEET NORTH OF THE
 HF1028'CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST, 75 FEET WEST
 HF1028'OF THE SOUTHWEST CORNER OF A WHITE HOUSE, SET IN THE TOP OF A
 HF1028'TRIANGULAR SHAPED CONCRETE POST, IN SECTION 32, TOWNSHIP 27
 HF1028'SOUTH, RANGE 4 WEST.
 HF1028
 HF1028                          STATION RECOVERY (1967)
 HF1028
 HF1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HF1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0854 ***********************************************************************
 HF0854  DESIGNATION -  B 314
 HF0854  PID         -  HF0854
 HF0854  STATE/COUNTY-  KS/SUMNER
 HF0854  USGS QUAD   -  CALDWELL NW (1971)
 HF0854
 HF0854                         *CURRENT SURVEY CONTROL
 HF0854  ___________________________________________________________________
 HF0854* NAD 83(1986)-  37 14 29.     (N)    097 40 27.     (W)     SCALED    
 HF0854* NAVD 88     -       362.042  (meters)    1187.80   (feet)  ADJUSTED  
 HF0854  ___________________________________________________________________
 HF0854  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HF0854  DYNAMIC HT  -         361.741 (meters)    1186.81  (feet)  COMP
 HF0854  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 HF0854
 HF0854  VERT ORDER  -  SECOND    CLASS 0
 HF0854
 HF0854.The horizontal coordinates were scaled from a topographic map and have
 HF0854.an estimated accuracy of +/- 6 seconds.
 HF0854
 HF0854.The orthometric height was determined by differential leveling
 HF0854.and adjusted by the National Geodetic Survey in June 1991..
 HF0854
 HF0854.The geoid height was determined by GEOID03.
 HF0854
 HF0854.The dynamic height is computed by dividing the NAVD 88
 HF0854.geopotential number by the normal gravity value computed on the
 HF0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0854.degrees latitude (g = 980.6199 gals.).
 HF0854
 HF0854.The modeled gravity was interpolated from observed gravity values.
 HF0854
 HF0854;                    North         East    Units  Estimated Accuracy
 HF0854;SPC KS S     -   464,110.      473,280.      MT  (+/- 180 meters Scaled)
 HF0854
 HF0854                          SUPERSEDED SURVEY CONTROL
 HF0854
 HF0854  NGVD 29 (??/??/92)  361.930  (m)         1187.43   (f) ADJ UNCH    2 0
 HF0854
 HF0854.Superseded values are not recommended for survey control.
 HF0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0854.See file dsdata.txt to determine how the superseded data were derived.
 HF0854
 HF0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG175224(NAD 83)
 HF0854_MARKER: DB = BENCH MARK DISK
 HF0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0854_STAMPING: B 314 1956
 HF0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0854+STABILITY: SURFACE MOTION
 HF0854
 HF0854  HISTORY     - Date     Condition        Report By
 HF0854  HISTORY     - 1956     MONUMENTED       CGS
 HF0854  HISTORY     - 1962     GOOD             NGS
 HF0854
 HF0854                          STATION DESCRIPTION
 HF0854
 HF0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0854'1 MI S FROM MILAN.
 HF0854'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 HF0854'MILAN, 156 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE,
 HF0854'80 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 74 FEET
 HF0854'SOUTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 15.4 FEET NORTH
 HF0854'OF A FENCE, 2 FEET WEST OF A WITNESS POST, BETWEEN 2 TREES AT
 HF0854'THE WEST END OF A ROW OF TREES, SET IN THE TOP OF A CONCRETE
 HF0854'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 HF0854'1/4 OF SECTION 29, TOWNSHIP 32 SOUTH, RANGE 3 WEST.
 HF0854
 HF0854                          STATION RECOVERY (1962)
 HF0854
 HF0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1051 ***********************************************************************
 HF1051  DESIGNATION -  B 315
 HF1051  PID         -  HF1051
 HF1051  STATE/COUNTY-  KS/RENO
 HF1051  USGS QUAD   -  CASTLETON (1965)
 HF1051
 HF1051                         *CURRENT SURVEY CONTROL
 HF1051  ___________________________________________________________________
 HF1051* NAD 83(1986)-  37 50 22.     (N)    097 57 29.     (W)     SCALED    
 HF1051* NAVD 88     -       452.759  (meters)    1485.43   (feet)  ADJUSTED  
 HF1051  ___________________________________________________________________
 HF1051  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 HF1051  DYNAMIC HT  -         452.406 (meters)    1484.27  (feet)  COMP
 HF1051  MODELED GRAV-     979,837.3   (mgal)                       NAVD 88
 HF1051
 HF1051  VERT ORDER  -  SECOND    CLASS 0
 HF1051
 HF1051.The horizontal coordinates were scaled from a topographic map and have
 HF1051.an estimated accuracy of +/- 6 seconds.
 HF1051
 HF1051.The orthometric height was determined by differential leveling
 HF1051.and adjusted by the National Geodetic Survey in June 1991..
 HF1051
 HF1051.The geoid height was determined by GEOID03.
 HF1051
 HF1051.The dynamic height is computed by dividing the NAVD 88
 HF1051.geopotential number by the normal gravity value computed on the
 HF1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1051.degrees latitude (g = 980.6199 gals.).
 HF1051
 HF1051.The modeled gravity was interpolated from observed gravity values.
 HF1051
 HF1051;                    North         East    Units  Estimated Accuracy
 HF1051;SPC KS S     -   530,300.      447,700.      MT  (+/- 180 meters Scaled)
 HF1051
 HF1051                          SUPERSEDED SURVEY CONTROL
 HF1051
 HF1051  NGVD 29 (??/??/92)  452.607  (m)         1484.93   (f) ADJ UNCH    2 0
 HF1051
 HF1051.Superseded values are not recommended for survey control.
 HF1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1051.See file dsdata.txt to determine how the superseded data were derived.
 HF1051
 HF1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG916885(NAD 83)
 HF1051_MARKER: DB = BENCH MARK DISK
 HF1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1051_STAMPING: B 315 1956
 HF1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1051+STABILITY: SURFACE MOTION
 HF1051
 HF1051  HISTORY     - Date     Condition        Report By
 HF1051  HISTORY     - 1956     MONUMENTED       CGS
 HF1051
 HF1051                          STATION DESCRIPTION
 HF1051
 HF1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1051'2.9 MI S FROM CASTLETON.
 HF1051'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF1051'RAILROAD FROM THE STATION AT CASTLETON, THENCE 0.9 MILE EAST
 HF1051'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 HF1051'ROAD, 128 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 HF1051'ROAD, 25 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 HF1051'12 FEET WEST OF THE CENTER OF A WIRE GATE, 2 FEET NORTH OF A
 HF1051'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 HF1051'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE
 HF1051'SOUTHWEST 1/4 OF SECTION 26, TOWNSHIP 25 SOUTH, RANGE 6 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1021 ***********************************************************************
 HF1021  DESIGNATION -  B 316
 HF1021  PID         -  HF1021
 HF1021  STATE/COUNTY-  KS/SEDGWICK
 HF1021  USGS QUAD   -  GODDARD (1975)
 HF1021
 HF1021                         *CURRENT SURVEY CONTROL
 HF1021  ___________________________________________________________________
 HF1021* NAD 83(1986)-  37 43 17.     (N)    097 32 06.     (W)     SCALED    
 HF1021* NAVD 88     -       420.738  (meters)    1380.37   (feet)  ADJUSTED  
 HF1021  ___________________________________________________________________
 HF1021  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 HF1021  DYNAMIC HT  -         420.401 (meters)    1379.27  (feet)  COMP
 HF1021  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 HF1021
 HF1021  VERT ORDER  -  SECOND    CLASS 0
 HF1021
 HF1021.The horizontal coordinates were scaled from a topographic map and have
 HF1021.an estimated accuracy of +/- 6 seconds.
 HF1021
 HF1021.The orthometric height was determined by differential leveling
 HF1021.and adjusted by the National Geodetic Survey in June 1991..
 HF1021
 HF1021.The geoid height was determined by GEOID03.
 HF1021
 HF1021.The dynamic height is computed by dividing the NAVD 88
 HF1021.geopotential number by the normal gravity value computed on the
 HF1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1021.degrees latitude (g = 980.6199 gals.).
 HF1021
 HF1021.The modeled gravity was interpolated from observed gravity values.
 HF1021
 HF1021;                    North         East    Units  Estimated Accuracy
 HF1021;SPC KS S     -   517,500.      485,070.      MT  (+/- 180 meters Scaled)
 HF1021
 HF1021                          SUPERSEDED SURVEY CONTROL
 HF1021
 HF1021  NGVD 29 (??/??/92)  420.592  (m)         1379.89   (f) ADJ UNCH    2 0
 HF1021
 HF1021.Superseded values are not recommended for survey control.
 HF1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1021.See file dsdata.txt to determine how the superseded data were derived.
 HF1021
 HF1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG291759(NAD 83)
 HF1021_MARKER: DB = BENCH MARK DISK
 HF1021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF1021_SP_SET: CULVERT
 HF1021_STAMPING: B 316 1956
 HF1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1021
 HF1021  HISTORY     - Date     Condition        Report By
 HF1021  HISTORY     - 1956     MONUMENTED       CGS
 HF1021
 HF1021                          STATION DESCRIPTION
 HF1021
 HF1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1021'12 MI W FROM WICHITA.
 HF1021'5.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF1021'STATION AT WICHITA, THENCE 7.0 MILES WEST ALONG AN OILED ROAD, 100
 HF1021'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 15 FEET
 HF1021'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, SET IN THE
 HF1021'TOP OF THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT,
 HF1021'IN THE NORTHWEST 1/4 OF SECTION 10, TOWNSHIP 27 SOUTH, RANGE 2 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1203 ***********************************************************************
 JE1203  DESIGNATION -  B 324
 JE1203  PID         -  JE1203
 JE1203  STATE/COUNTY-  KS/COFFEY
 JE1203  USGS QUAD   -  WAVERLY NW (1983)
 JE1203
 JE1203                         *CURRENT SURVEY CONTROL
 JE1203  ___________________________________________________________________
 JE1203* NAD 83(1986)-  38 23 24.     (N)    095 38 14.     (W)     SCALED    
 JE1203* NAVD 88     -       352.131  (meters)    1155.28   (feet)  ADJUSTED  
 JE1203  ___________________________________________________________________
 JE1203  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JE1203  DYNAMIC HT  -         351.877 (meters)    1154.45  (feet)  COMP
 JE1203  MODELED GRAV-     979,895.9   (mgal)                       NAVD 88
 JE1203
 JE1203  VERT ORDER  -  SECOND    CLASS 0
 JE1203
 JE1203.The horizontal coordinates were scaled from a topographic map and have
 JE1203.an estimated accuracy of +/- 6 seconds.
 JE1203
 JE1203.The orthometric height was determined by differential leveling
 JE1203.and adjusted by the National Geodetic Survey in June 1991..
 JE1203
 JE1203.The geoid height was determined by GEOID03.
 JE1203
 JE1203.The dynamic height is computed by dividing the NAVD 88
 JE1203.geopotential number by the normal gravity value computed on the
 JE1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1203.degrees latitude (g = 980.6199 gals.).
 JE1203
 JE1203.The modeled gravity was interpolated from observed gravity values.
 JE1203
 JE1203;                    North         East    Units  Estimated Accuracy
 JE1203;SPC KS S     -   595,110.      650,060.      MT  (+/- 180 meters Scaled)
 JE1203
 JE1203                          SUPERSEDED SURVEY CONTROL
 JE1203
 JE1203  NGVD 29 (??/??/92)  351.965  (m)         1154.74   (f) ADJ UNCH    2 0
 JE1203
 JE1203.Superseded values are not recommended for survey control.
 JE1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1203.See file dsdata.txt to determine how the superseded data were derived.
 JE1203
 JE1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC696523(NAD 83)
 JE1203_MARKER: DB = BENCH MARK DISK
 JE1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1203_STAMPING: B 324 1960
 JE1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1203+STABILITY: SURFACE MOTION
 JE1203
 JE1203  HISTORY     - Date     Condition        Report By
 JE1203  HISTORY     - 1960     MONUMENTED       CGS
 JE1203
 JE1203                          STATION DESCRIPTION
 JE1203
 JE1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1203'2 MI W FROM WAVERLY.
 JE1203'0.15 MILE SOUTH ALONG A OILED ROAD FROM THE RAILROAD DEPOT AT
 JE1203'WAVERLY, THENCE 2.15 WEST ALONG A GRAVELED ROAD, 80 FEET EAST
 JE1203'OF THE INTERSECTION OF A NORTH-SOUTH, EAST-WEST X-ROAD, 27 FEET
 JE1203'SOUTH OF THE EAST-WEST ROAD, 7 FEET WEST OF A POWER POLE, 1.5
 JE1203'FEET EAST OF THE WITNESS POST, SET IN THE TOP OF A SQUARE
 JE1203'CONCRETE POST THAT PROJECTS 3 INCHES, AND ABOUT 2 FEET HIGHER
 JE1203'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0125 ***********************************************************************
 JF0125  DESIGNATION -  B 325
 JF0125  PID         -  JF0125
 JF0125  STATE/COUNTY-  KS/WABAUNSEE
 JF0125  USGS QUAD   -  KEENE (1983)
 JF0125
 JF0125                         *CURRENT SURVEY CONTROL
 JF0125  ___________________________________________________________________
 JF0125* NAD 83(1986)-  38 55 41.     (N)    096 05 05.     (W)     SCALED    
 JF0125* NAVD 88     -       383.950  (meters)    1259.68   (feet)  ADJUSTED  
 JF0125  ___________________________________________________________________
 JF0125  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 JF0125  DYNAMIC HT  -         383.685 (meters)    1258.81  (feet)  COMP
 JF0125  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 JF0125
 JF0125  VERT ORDER  -  SECOND    CLASS 0
 JF0125
 JF0125.The horizontal coordinates were scaled from a topographic map and have
 JF0125.an estimated accuracy of +/- 6 seconds.
 JF0125
 JF0125.The orthometric height was determined by differential leveling
 JF0125.and adjusted by the National Geodetic Survey in June 1991..
 JF0125
 JF0125.The geoid height was determined by GEOID03.
 JF0125
 JF0125.The dynamic height is computed by dividing the NAVD 88
 JF0125.geopotential number by the normal gravity value computed on the
 JF0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0125.degrees latitude (g = 980.6199 gals.).
 JF0125
 JF0125.The modeled gravity was interpolated from observed gravity values.
 JF0125
 JF0125;                    North         East    Units  Estimated Accuracy
 JF0125;SPC KS N     -    67,780.      566,070.      MT  (+/- 180 meters Scaled)
 JF0125
 JF0125                          SUPERSEDED SURVEY CONTROL
 JF0125
 JF0125  NGVD 29 (??/??/92)  383.800  (m)         1259.18   (f) ADJ UNCH    2 0
 JF0125
 JF0125.Superseded values are not recommended for survey control.
 JF0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0125.See file dsdata.txt to determine how the superseded data were derived.
 JF0125
 JF0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ527128(NAD 83)
 JF0125_MARKER: DB = BENCH MARK DISK
 JF0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0125_SP_SET: CULVERT
 JF0125_STAMPING: B 325 1960
 JF0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0125
 JF0125  HISTORY     - Date     Condition        Report By
 JF0125  HISTORY     - 1960     MONUMENTED       CGS
 JF0125  HISTORY     - 1961     GOOD             NGS
 JF0125  HISTORY     - 1978     GOOD             NGS
 JF0125  HISTORY     - 20050504 MARK NOT FOUND   NGS
 JF0125
 JF0125                          STATION DESCRIPTION
 JF0125
 JF0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JF0125'5.6 MI NE FROM ESKRIDGE.
 JF0125'5.6 MILES EAST AND NORTH ALONG STATE HIGHWAY 4 FROM THE POST
 JF0125'OFFICE AT ESKRIDGE, 15 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 JF0125'4 FEET WEST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE 2.5
 JF0125'FEET WEST OF THE EAST END OF THE SOUTHEAST HEADWALL OF A CONCRETE
 JF0125'CULVERT IN A CURVE WHERE THE HIGHWAYS TURN EAST TOWARDS THE
 JF0125'TOWN OF DOVER.
 JF0125
 JF0125                          STATION RECOVERY (1978)
 JF0125
 JF0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 JF0125'RECOVERED IN GOOD CONDITION.
 JF0125
 JF0125                          STATION RECOVERY (2005)
 JF0125
 JF0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 JF0125'THE CULVERT HEADWALL AT THE DESCRIBED LOCATION HAS BEEN BROKEN OFF.
 JF0125'ASSUMED  DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1219 ***********************************************************************
 JE1219  DESIGNATION -  B 326
 JE1219  PID         -  JE1219
 JE1219  STATE/COUNTY-  KS/OSAGE
 JE1219  USGS QUAD   -  CARBONDALE (1983)
 JE1219
 JE1219                         *CURRENT SURVEY CONTROL
 JE1219  ___________________________________________________________________
 JE1219* NAD 83(1986)-  38 51 35.     (N)    095 41 58.     (W)     SCALED    
 JE1219* NAVD 88     -       306.824  (meters)    1006.64   (feet)  ADJUSTED  
 JE1219  ___________________________________________________________________
 JE1219  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JE1219  DYNAMIC HT  -         306.615 (meters)    1005.95  (feet)  COMP
 JE1219  MODELED GRAV-     979,940.2   (mgal)                       NAVD 88
 JE1219
 JE1219  VERT ORDER  -  SECOND    CLASS 0
 JE1219
 JE1219.The horizontal coordinates were scaled from a topographic map and have
 JE1219.an estimated accuracy of +/- 6 seconds.
 JE1219
 JE1219.The orthometric height was determined by differential leveling
 JE1219.and adjusted by the National Geodetic Survey in June 1991..
 JE1219
 JE1219.The geoid height was determined by GEOID03.
 JE1219
 JE1219.The dynamic height is computed by dividing the NAVD 88
 JE1219.geopotential number by the normal gravity value computed on the
 JE1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1219.degrees latitude (g = 980.6199 gals.).
 JE1219
 JE1219.The modeled gravity was interpolated from observed gravity values.
 JE1219
 JE1219;                    North         East    Units  Estimated Accuracy
 JE1219;SPC KS S     -   647,060.      643,060.      MT  (+/- 180 meters Scaled)
 JE1219
 JE1219                          SUPERSEDED SURVEY CONTROL
 JE1219
 JE1219  NGVD 29 (??/??/92)  306.688  (m)         1006.19   (f) ADJ UNCH    2 0
 JE1219
 JE1219.Superseded values are not recommended for survey control.
 JE1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1219.See file dsdata.txt to determine how the superseded data were derived.
 JE1219
 JE1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD657046(NAD 83)
 JE1219_MARKER: DB = BENCH MARK DISK
 JE1219_SETTING: 80 = SET IN A BOULDER
 JE1219_SP_SET: BOULDER
 JE1219_STAMPING: B 326 1961
 JE1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1219+STABILITY: SURFACE MOTION
 JE1219
 JE1219  HISTORY     - Date     Condition        Report By
 JE1219  HISTORY     - 1961     MONUMENTED       CGS
 JE1219
 JE1219                          STATION DESCRIPTION
 JE1219
 JE1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JE1219'3 MI N FROM CARBONDALE.
 JE1219'3.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1219'FROM THE STATION AT CARBONDALE, ABOUT 250 YARDS WEST OF A FARM
 JE1219'HOUSE, 34 FEET WEST OF THE WEST RAIL, 33 FEET SOUTH OF THE
 JE1219'CENTER OF A DIM TRACK ROAD, 8.5 FEET EAST OF THE WITNESS POST,
 JE1219'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1511 ***********************************************************************
 JE1511  DESIGNATION -  B 327
 JE1511  PID         -  JE1511
 JE1511  STATE/COUNTY-  KS/OSAGE
 JE1511  USGS QUAD   -  WAVERLY (1973)
 JE1511
 JE1511                         *CURRENT SURVEY CONTROL
 JE1511  ___________________________________________________________________
 JE1511* NAD 83(1986)-  38 26 55.     (N)    095 32 43.     (W)     SCALED    
 JE1511* NAVD 88     -       347.815  (meters)    1141.12   (feet)  ADJUSTED  
 JE1511  ___________________________________________________________________
 JE1511  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JE1511  DYNAMIC HT  -         347.565 (meters)    1140.30  (feet)  COMP
 JE1511  MODELED GRAV-     979,899.1   (mgal)                       NAVD 88
 JE1511
 JE1511  VERT ORDER  -  SECOND    CLASS 0
 JE1511
 JE1511.The horizontal coordinates were scaled from a topographic map and have
 JE1511.an estimated accuracy of +/- 6 seconds.
 JE1511
 JE1511.The orthometric height was determined by differential leveling
 JE1511.and adjusted by the National Geodetic Survey in June 1991..
 JE1511
 JE1511.The geoid height was determined by GEOID03.
 JE1511
 JE1511.The dynamic height is computed by dividing the NAVD 88
 JE1511.geopotential number by the normal gravity value computed on the
 JE1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1511.degrees latitude (g = 980.6199 gals.).
 JE1511
 JE1511.The modeled gravity was interpolated from observed gravity values.
 JE1511
 JE1511;                    North         East    Units  Estimated Accuracy
 JE1511;SPC KS S     -   601,860.      657,880.      MT  (+/- 180 meters Scaled)
 JE1511
 JE1511                          SUPERSEDED SURVEY CONTROL
 JE1511
 JE1511  NGVD 29 (??/??/92)  347.791  (m)         1141.04   (f) ADJ UNCH    2 0
 JE1511
 JE1511.Superseded values are not recommended for survey control.
 JE1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1511.See file dsdata.txt to determine how the superseded data were derived.
 JE1511
 JE1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC778586(NAD 83)
 JE1511_MARKER: DB = BENCH MARK DISK
 JE1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1511_STAMPING: B 327 1974
 JE1511
 JE1511  HISTORY     - Date     Condition        Report By
 JE1511  HISTORY     - UNK      MONUMENTED
 JE1511
 JE1511                          STATION DESCRIPTION
 JE1511
 JE1511'DESCRIBED UNK
 JE1511'4.2 MI E FROM WAVERLY.
 JE1511'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1511'STATE HIGHWAY 31 SOUTH (EXIT NO 162), WHICH IS ABOUT 4 MILES NORTH OF
 JE1511'WAVERLY, GO EAST ALONG I-35 FOR 3.2 MILES, THENCE SOUTH ALONG A COUNTY
 JE1511'ROAD 1.0 MILE TO THE MARK SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE1511'2-INCHES.  THE MARK IS IN THE NORTHWEST ANGLE OF A CROSSROAD, 25 FEET
 JE1511'NORTH OF THE APPROXIMATE CENTER OF A EAST-WEST ROAD, 26.5 FEET WEST OF
 JE1511'THE APPROXIMATE CENTER OF A NORTH-SOUTH ROAD, 1.5 FEET EAST OF A
 JE1511'POWERLINE GUYED POLE, 1 FOOT WEST OF A METAL WITNESS SIGN AND IS ABOUT
 JE1511'LEVEL WITH THE COUNTY ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1346 ***********************************************************************
 JE1346  DESIGNATION -  B 328
 JE1346  PID         -  JE1346
 JE1346  STATE/COUNTY-  KS/JOHNSON
 JE1346  USGS QUAD   -  GARDNER (1991)
 JE1346
 JE1346                         *CURRENT SURVEY CONTROL
 JE1346  ___________________________________________________________________
 JE1346* NAD 83(1986)-  38 46 30.     (N)    094 56 10.     (W)     SCALED    
 JE1346* NAVD 88     -       306.883  (meters)    1006.83   (feet)  ADJUSTED  
 JE1346  ___________________________________________________________________
 JE1346  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JE1346  DYNAMIC HT  -         306.676 (meters)    1006.15  (feet)  COMP
 JE1346  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 JE1346
 JE1346  VERT ORDER  -  SECOND    CLASS 0
 JE1346
 JE1346.The horizontal coordinates were scaled from a topographic map and have
 JE1346.an estimated accuracy of +/- 6 seconds.
 JE1346
 JE1346.The orthometric height was determined by differential leveling
 JE1346.and adjusted by the National Geodetic Survey in June 1991..
 JE1346
 JE1346.The geoid height was determined by GEOID03.
 JE1346
 JE1346.The dynamic height is computed by dividing the NAVD 88
 JE1346.geopotential number by the normal gravity value computed on the
 JE1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1346.degrees latitude (g = 980.6199 gals.).
 JE1346
 JE1346.The modeled gravity was interpolated from observed gravity values.
 JE1346
 JE1346;                    North         East    Units  Estimated Accuracy
 JE1346;SPC KS N     -    53,530.      666,200.      MT  (+/- 180 meters Scaled)
 JE1346
 JE1346                          SUPERSEDED SURVEY CONTROL
 JE1346
 JE1346  NGVD 29 (??/??/92)  306.760  (m)         1006.43   (f) ADJ UNCH    2 0
 JE1346
 JE1346.Superseded values are not recommended for survey control.
 JE1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1346.See file dsdata.txt to determine how the superseded data were derived.
 JE1346
 JE1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC318935(NAD 83)
 JE1346_MARKER: DB = BENCH MARK DISK
 JE1346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1346_SP_SET: CULVERT
 JE1346_STAMPING: B 328 1974
 JE1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1346
 JE1346  HISTORY     - Date     Condition        Report By
 JE1346  HISTORY     - 1974     MONUMENTED       NGS
 JE1346
 JE1346                          STATION DESCRIPTION
 JE1346
 JE1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1346'9.1 MI SW FROM OLATHE.
 JE1346'ABOUT 9.1 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1346'JUNCTION WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF
 JE1346'OLATHE, 9.5 MILES NORTHEAST OF WELLSVILLE, 59.0 FEET NORTHWEST OF THE
 JE1346'CENTERLINE OF THE SOUTHWEST BOUND LANE OF HIGHWAY AND 0.5 FEET
 JE1346'SOUTHWEST OF THE NORTHEAST END OF HEADWALL.  SET IN THE TOP OF THE
 JE1346'NORTHWEST HEADWALL OF A BOX CULVERT AND IS ABOUT 8 FEET BELOW THE
 JE1346'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0303 ***********************************************************************
 HH0303  DESIGNATION -  B 33
 HH0303  PID         -  HH0303
 HH0303  STATE/COUNTY-  KS/KEARNY
 HH0303  USGS QUAD   -  DEERFIELD (1978)
 HH0303
 HH0303                         *CURRENT SURVEY CONTROL
 HH0303  ___________________________________________________________________
 HH0303* NAD 83(1986)-  37 58 25.     (N)    101 08 56.     (W)     SCALED    
 HH0303* NAVD 88     -       900.115  (meters)    2953.13   (feet)  ADJUSTED  
 HH0303  ___________________________________________________________________
 HH0303  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 HH0303  DYNAMIC HT  -         899.301 (meters)    2950.46  (feet)  COMP
 HH0303  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 HH0303
 HH0303  VERT ORDER  -  FIRST     CLASS II
 HH0303
 HH0303.The horizontal coordinates were scaled from a topographic map and have
 HH0303.an estimated accuracy of +/- 6 seconds.
 HH0303
 HH0303.The orthometric height was determined by differential leveling
 HH0303.and adjusted by the National Geodetic Survey in June 1991..
 HH0303
 HH0303.The geoid height was determined by GEOID03.
 HH0303
 HH0303.The dynamic height is computed by dividing the NAVD 88
 HH0303.geopotential number by the normal gravity value computed on the
 HH0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0303.degrees latitude (g = 980.6199 gals.).
 HH0303
 HH0303.The modeled gravity was interpolated from observed gravity values.
 HH0303
 HH0303;                    North         East    Units  Estimated Accuracy
 HH0303;SPC KS S     -   548,360.      167,300.      MT  (+/- 180 meters Scaled)
 HH0303
 HH0303                          SUPERSEDED SURVEY CONTROL
 HH0303
 HH0303  NGVD 29 (??/??/92)  899.708  (m)         2951.79   (f) ADJ UNCH    1 2
 HH0303
 HH0303.Superseded values are not recommended for survey control.
 HH0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0303.See file dsdata.txt to determine how the superseded data were derived.
 HH0303
 HH0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH112050(NAD 83)
 HH0303_MARKER: DB = BENCH MARK DISK
 HH0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0303_STAMPING: B 33 1934
 HH0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0303+STABILITY: SURFACE MOTION
 HH0303
 HH0303  HISTORY     - Date     Condition        Report By
 HH0303  HISTORY     - 1934     MONUMENTED       CGS
 HH0303  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0303
 HH0303                          STATION DESCRIPTION
 HH0303
 HH0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0303'1 MI W FROM DEERFIELD.
 HH0303'ABOUT 1.0 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0303'RAILWAY FROM DEERFIELD, KEARNY COUNTY, ABOUT 50 FEET SOUTHWEST
 HH0303'OF MILEPOST 418, AT A PRIVATE-ROAD CROSSING, ABOUT 100 FEET
 HH0303'SOUTH OF U.S. HIGHWAY 50, 49 FEET SOUTH OF THE CENTER LINE OF
 HH0303'THE TRACK, AND 12 FEET EAST OF THE CENTER LINE OF THE ROAD.  A
 HH0303'STANDARD DISK, STAMPED B 33 1934 AND SET IN THE TOP OF A CONCRETE
 HH0303'POST.
 HH0303
 HH0303                          STATION RECOVERY (1986)
 HH0303
 HH0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0303'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0479 ***********************************************************************
 KF0479  DESIGNATION -  B 331
 KF0479  PID         -  KF0479
 KF0479  STATE/COUNTY-  KS/OTTAWA
 KF0479  USGS QUAD   -  MINNEAPOLIS SOUTH (1980)
 KF0479
 KF0479                         *CURRENT SURVEY CONTROL
 KF0479  ___________________________________________________________________
 KF0479* NAD 83(1986)-  39 06 52.     (N)    097 42 11.     (W)     SCALED    
 KF0479* NAVD 88     -       382.393  (meters)    1254.57   (feet)  ADJUSTED  
 KF0479  ___________________________________________________________________
 KF0479  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 KF0479  DYNAMIC HT  -         382.146 (meters)    1253.76  (feet)  COMP
 KF0479  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 KF0479
 KF0479  VERT ORDER  -  SECOND    CLASS 0
 KF0479
 KF0479.The horizontal coordinates were scaled from a topographic map and have
 KF0479.an estimated accuracy of +/- 6 seconds.
 KF0479
 KF0479.The orthometric height was determined by differential leveling
 KF0479.and adjusted by the National Geodetic Survey in June 1991..
 KF0479
 KF0479.The geoid height was determined by GEOID03.
 KF0479
 KF0479.The dynamic height is computed by dividing the NAVD 88
 KF0479.geopotential number by the normal gravity value computed on the
 KF0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0479.degrees latitude (g = 980.6199 gals.).
 KF0479
 KF0479.The modeled gravity was interpolated from observed gravity values.
 KF0479
 KF0479;                    North         East    Units  Estimated Accuracy
 KF0479;SPC KS N     -    86,750.      425,680.      MT  (+/- 180 meters Scaled)
 KF0479
 KF0479                          SUPERSEDED SURVEY CONTROL
 KF0479
 KF0479  NGVD 29 (??/??/92)  382.285  (m)         1254.21   (f) ADJ UNCH    2 0
 KF0479
 KF0479.Superseded values are not recommended for survey control.
 KF0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0479.See file dsdata.txt to determine how the superseded data were derived.
 KF0479
 KF0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ121302(NAD 83)
 KF0479_MARKER: DB = BENCH MARK DISK
 KF0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0479_STAMPING: B 331 1960
 KF0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0479+STABILITY: SURFACE MOTION
 KF0479
 KF0479  HISTORY     - Date     Condition        Report By
 KF0479  HISTORY     - 1960     MONUMENTED       CGS
 KF0479
 KF0479                          STATION DESCRIPTION
 KF0479
 KF0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0479'0.4 MI SE FROM MINNEAPOLIS.
 KF0479'0.4 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE U.P.
 KF0479'STATION AT MINNEAPOLIS, 3 POLES SOUTHEAST FROM A PRIVATE ROAD
 KF0479'CROSSING, 76.4 FEET WEST FROM MILE POST 23, 46 FEET WEST FROM THE
 KF0479'WEST RAIL, 2 FEET NORTHWEST FROM A METAL WITNESS POST WITH SIGN,
 KF0479'1.5 FEET EAST FROM THE RIGHT OF WAY FENCE, SET IN THE TOP OF A
 KF0479'CYLINDRICAL CONCRETE MONUMENT PROJECTING 2-INCHES ABOVE GROUND
 KF0479'AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0537 ***********************************************************************
 KF0537  DESIGNATION -  B 332
 KF0537  PID         -  KF0537
 KF0537  STATE/COUNTY-  KS/CLOUD
 KF0537  USGS QUAD   -  AURORA SW (1965)
 KF0537
 KF0537                         *CURRENT SURVEY CONTROL
 KF0537  ___________________________________________________________________
 KF0537* NAD 83(1986)-  39 20 59.     (N)    097 38 54.     (W)     SCALED    
 KF0537* NAVD 88     -       432.937  (meters)    1420.39   (feet)  ADJUSTED  
 KF0537  ___________________________________________________________________
 KF0537  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 KF0537  DYNAMIC HT  -         432.665 (meters)    1419.50  (feet)  COMP
 KF0537  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 KF0537
 KF0537  VERT ORDER  -  SECOND    CLASS 0
 KF0537
 KF0537.The horizontal coordinates were scaled from a topographic map and have
 KF0537.an estimated accuracy of +/- 6 seconds.
 KF0537
 KF0537.The orthometric height was determined by differential leveling
 KF0537.and adjusted by the National Geodetic Survey in June 1991..
 KF0537
 KF0537.The geoid height was determined by GEOID03.
 KF0537
 KF0537.The dynamic height is computed by dividing the NAVD 88
 KF0537.geopotential number by the normal gravity value computed on the
 KF0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0537.degrees latitude (g = 980.6199 gals.).
 KF0537
 KF0537.The modeled gravity was interpolated from observed gravity values.
 KF0537
 KF0537;                    North         East    Units  Estimated Accuracy
 KF0537;SPC KS N     -   112,890.      430,310.      MT  (+/- 180 meters Scaled)
 KF0537
 KF0537                          SUPERSEDED SURVEY CONTROL
 KF0537
 KF0537  NGVD 29 (??/??/92)  432.813  (m)         1419.99   (f) ADJ UNCH    2 0
 KF0537
 KF0537.Superseded values are not recommended for survey control.
 KF0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0537.See file dsdata.txt to determine how the superseded data were derived.
 KF0537
 KF0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ164564(NAD 83)
 KF0537_MARKER: DB = BENCH MARK DISK
 KF0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0537_STAMPING: B 332 1961
 KF0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0537+STABILITY: SURFACE MOTION
 KF0537
 KF0537  HISTORY     - Date     Condition        Report By
 KF0537  HISTORY     - 1961     MONUMENTED       CGS
 KF0537
 KF0537                          STATION DESCRIPTION
 KF0537
 KF0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KF0537'10.4 MI W FROM MILTONVALE.
 KF0537'10.4 MILES WEST ALONG A BLACKTOPPED HIGHWAY FROM THE WATER TANK
 KF0537'IN MILTONVALE, AT THE Y JUNCTION WITH A SECTION LINE ROAD TOWARDS
 KF0537'THE NORTH, 137 FEET SOUTHEAST FROM THE SOUTH END OF A CONCRETE
 KF0537'CULVERT, 56 FEET SOUTH OF THE CENTER OF THE INTERSECTION AND
 KF0537'ABOUT 2 FEET LOWER, 27.5 FEET WEST OF A TELEPHONE POLE, 3 FEET
 KF0537'SOUTH FROM A METAL WITNESS POST WITH SIGN, 1.8 FEET NORTH FROM
 KF0537'A WIRE FENCE AND NEAR A WIRE GATE, SET IN A 12 INCH SQUARE-TOPPED
 KF0537'CONCRETE MONUMENT PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0332 ***********************************************************************
 HF0332  DESIGNATION -  B 334
 HF0332  PID         -  HF0332
 HF0332  STATE/COUNTY-  KS/BUTLER
 HF0332  USGS QUAD   -  EL DORADO NW (1961)
 HF0332
 HF0332                         *CURRENT SURVEY CONTROL
 HF0332  ___________________________________________________________________
 HF0332* NAD 83(1986)-  37 59 03.     (N)    096 55 35.     (W)     SCALED    
 HF0332* NAVD 88     -       441.898  (meters)    1449.79   (feet)  ADJUSTED  
 HF0332  ___________________________________________________________________
 HF0332  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HF0332  DYNAMIC HT  -         441.558 (meters)    1448.68  (feet)  COMP
 HF0332  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 HF0332
 HF0332  VERT ORDER  -  SECOND    CLASS 0
 HF0332
 HF0332.The horizontal coordinates were scaled from a topographic map and have
 HF0332.an estimated accuracy of +/- 6 seconds.
 HF0332
 HF0332.The orthometric height was determined by differential leveling
 HF0332.and adjusted by the National Geodetic Survey in June 1991..
 HF0332
 HF0332.The geoid height was determined by GEOID03.
 HF0332
 HF0332.The dynamic height is computed by dividing the NAVD 88
 HF0332.geopotential number by the normal gravity value computed on the
 HF0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0332.degrees latitude (g = 980.6199 gals.).
 HF0332
 HF0332.The modeled gravity was interpolated from observed gravity values.
 HF0332
 HF0332;                    North         East    Units  Estimated Accuracy
 HF0332;SPC KS S     -   547,390.      538,230.      MT  (+/- 180 meters Scaled)
 HF0332
 HF0332                          SUPERSEDED SURVEY CONTROL
 HF0332
 HF0332  NGVD 29 (??/??/92)  441.757  (m)         1449.33   (f) ADJ UNCH    2 0
 HF0332
 HF0332.Superseded values are not recommended for survey control.
 HF0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0332.See file dsdata.txt to determine how the superseded data were derived.
 HF0332
 HF0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH821060(NAD 83)
 HF0332_MARKER: DB = BENCH MARK DISK
 HF0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0332_STAMPING: B 334 1962
 HF0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0332+STABILITY: SURFACE MOTION
 HF0332
 HF0332  HISTORY     - Date     Condition        Report By
 HF0332  HISTORY     - 1962     MONUMENTED       CGS
 HF0332  HISTORY     - 20060613 GOOD             INDIV
 HF0332
 HF0332                          STATION DESCRIPTION
 HF0332
 HF0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0332'4.2 MI W FROM DE GRAFF.
 HF0332'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT DE
 HF0332'GRAFF, THENCE 3.85 MILES WEST ALONG A BLACKTOP ROAD, 0.35 MILE
 HF0332'EAST OF A ROAD CROSSING, 118 FEET WEST OF THE SOUTHWEST END
 HF0332'OF A CONCRETE BRIDGE, 33 1/2 FEET SOUTH OF THE CENTER OF ROAD,
 HF0332'27 FEET WEST OF A JOG IN FENCE LINE, 2.7 FEET SOUTHEAST OF A
 HF0332'METAL WITNESS POST WITH SIGN, 1 FOOT NORTH OF FENCE LINE, SET
 HF0332'IN TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE
 HF0332'GROUND, SECTION 7, TOWNSHIP 24 SOUTH, RANGE 5 EAST.
 HF0332
 HF0332                          STATION RECOVERY (2006)
 HF0332
 HF0332'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0332'SCHOOLHOUSE NO LONGER EXISTS IN DEGRAFF.  3.65 MILES W OF INTERSECTION
 HF0332'OF US-77 AND BLACKTOP ROAD.  THERE IS NO METAL WITNESS POST WITH A
 HF0332'SIGN AT THE LOCATION.  BENCHMARK IS LOCATED NEXT TO WESTERNMOST STEEL
 HF0332'FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0345 ***********************************************************************
 HF0345  DESIGNATION -  B 335
 HF0345  PID         -  HF0345
 HF0345  STATE/COUNTY-  KS/BUTLER
 HF0345  USGS QUAD   -  DE GRAFF (1961)
 HF0345
 HF0345                         *CURRENT SURVEY CONTROL
 HF0345  ___________________________________________________________________
 HF0345* NAD 83(1986)-  37 58 01.     (N)    096 51 33.     (W)     SCALED    
 HF0345* NAVD 88     -       422.942  (meters)    1387.60   (feet)  ADJUSTED  
 HF0345  ___________________________________________________________________
 HF0345  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0345  DYNAMIC HT  -         422.615 (meters)    1386.53  (feet)  COMP
 HF0345  MODELED GRAV-     979,843.2   (mgal)                       NAVD 88
 HF0345
 HF0345  VERT ORDER  -  SECOND    CLASS 0
 HF0345
 HF0345.The horizontal coordinates were scaled from a topographic map and have
 HF0345.an estimated accuracy of +/- 6 seconds.
 HF0345
 HF0345.The orthometric height was determined by differential leveling
 HF0345.and adjusted by the National Geodetic Survey in June 1991..
 HF0345
 HF0345.The geoid height was determined by GEOID03.
 HF0345
 HF0345.The dynamic height is computed by dividing the NAVD 88
 HF0345.geopotential number by the normal gravity value computed on the
 HF0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0345.degrees latitude (g = 980.6199 gals.).
 HF0345
 HF0345.The modeled gravity was interpolated from observed gravity values.
 HF0345
 HF0345;                    North         East    Units  Estimated Accuracy
 HF0345;SPC KS S     -   545,580.      544,170.      MT  (+/- 180 meters Scaled)
 HF0345
 HF0345                          SUPERSEDED SURVEY CONTROL
 HF0345
 HF0345  NGVD 29 (??/??/92)  422.799  (m)         1387.13   (f) ADJ UNCH    2 0
 HF0345
 HF0345.Superseded values are not recommended for survey control.
 HF0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0345.See file dsdata.txt to determine how the superseded data were derived.
 HF0345
 HF0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH880043(NAD 83)
 HF0345_MARKER: DB = BENCH MARK DISK
 HF0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0345_SP_SET: CULVERT
 HF0345_STAMPING: B 335 1962
 HF0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0345
 HF0345  HISTORY     - Date     Condition        Report By
 HF0345  HISTORY     - 1962     MONUMENTED       CGS
 HF0345  HISTORY     - 20060613 MARK NOT FOUND   INDIV
 HF0345
 HF0345                          STATION DESCRIPTION
 HF0345
 HF0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0345'1.2 MI S FROM DE GRAFF.
 HF0345'0.25 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0345'DE GRAFF, THENCE 0.9 MILE SOUTH ALONG U.S. 77 HIGHWAY, 25.6
 HF0345'FEET EAST OF RIGHT OF WAY FENCE, 14.9 FEET WEST OF THE
 HF0345'CENTERLINE OF THE HIGHWAY, 0.4 FOOT SOUTH OF THE NORTH END
 HF0345'OF THE WEST HEADWALL, SET IN A DRILLHOLE OF A CONCRETE CULVERT.
 HF0345
 HF0345                          STATION RECOVERY (2006)
 HF0345
 HF0345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0345'BENCHMARK LIKELY DESTROYED.  US HIGHWAY 77 RECONSTRUCTED AND RELOCATED
 HF0345'IN 2004-5.  CONCRETE CULVERT THAT BENCHMARK WAS ON HAS BEEN REMOVED.
 HF0345'IF STILL THERE, REFERENCES NO LONGER ACCURATE DUE TO THE HIGHWAY
 HF0345'RELOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0607 ***********************************************************************
 HF0607  DESIGNATION -  B 336
 HF0607  PID         -  HF0607
 HF0607  STATE/COUNTY-  KS/COWLEY
 HF0607  USGS QUAD   -  HACKNEY (1979)
 HF0607
 HF0607                         *CURRENT SURVEY CONTROL
 HF0607  ___________________________________________________________________
 HF0607* NAD 83(1986)-  37 14 27.     (N)    097 01 57.     (W)     SCALED    
 HF0607* NAVD 88     -       357.838  (meters)    1174.01   (feet)  ADJUSTED  
 HF0607  ___________________________________________________________________
 HF0607  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0607  DYNAMIC HT  -         357.545 (meters)    1173.05  (feet)  COMP
 HF0607  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 HF0607
 HF0607  VERT ORDER  -  SECOND    CLASS 0
 HF0607
 HF0607.The horizontal coordinates were scaled from a topographic map and have
 HF0607.an estimated accuracy of +/- 6 seconds.
 HF0607
 HF0607.The orthometric height was determined by differential leveling
 HF0607.and adjusted by the National Geodetic Survey in June 1991..
 HF0607
 HF0607.The geoid height was determined by GEOID03.
 HF0607
 HF0607.The dynamic height is computed by dividing the NAVD 88
 HF0607.geopotential number by the normal gravity value computed on the
 HF0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0607.degrees latitude (g = 980.6199 gals.).
 HF0607
 HF0607.The modeled gravity was interpolated from observed gravity values.
 HF0607
 HF0607;                    North         East    Units  Estimated Accuracy
 HF0607;SPC KS S     -   464,750.      530,210.      MT  (+/- 180 meters Scaled)
 HF0607
 HF0607                          SUPERSEDED SURVEY CONTROL
 HF0607
 HF0607  NGVD 29 (??/??/92)  357.722  (m)         1173.63   (f) ADJ UNCH    2 0
 HF0607
 HF0607.Superseded values are not recommended for survey control.
 HF0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0607.See file dsdata.txt to determine how the superseded data were derived.
 HF0607
 HF0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG745234(NAD 83)
 HF0607_MARKER: DB = BENCH MARK DISK
 HF0607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0607_SP_SET: CULVERT
 HF0607_STAMPING: B 336 1962
 HF0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0607
 HF0607  HISTORY     - Date     Condition        Report By
 HF0607  HISTORY     - 1962     MONUMENTED       CGS
 HF0607  HISTORY     - 19990404 GOOD             USPSQD
 HF0607  HISTORY     - 20030716 GOOD             USPSQD
 HF0607
 HF0607                          STATION DESCRIPTION
 HF0607
 HF0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0607'2.1 MI W FROM WINFIELD.
 HF0607'0.6 MILE SOUTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0607'FROM THE STATION AT WINFIELD, THENCE 1.5 MILES WEST ALONG U.S.
 HF0607'HIGHWAY 160, SET IN THE TOP OF THE EAST END OF THE SOUTH WINGWALL
 HF0607'OF A CONCRETE CULVERT, 57.0 FEET WEST OF THE CENTER OF A GRAVEL
 HF0607'ROAD, 41.0 FEET NORTH OF A FENCE, 20.0 FEET SOUTH OF THE CENTERLINE
 HF0607'OF THE HIGHWAY, 1.3 FEET EAST OF THE EAST END OF THE WINGWALL,
 HF0607'AND ABOUT 0.3 FEET ABOVE THE HIGHWAY.
 HF0607
 HF0607                          STATION RECOVERY (1999)
 HF0607
 HF0607'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF0607'RECOVERED IN GOOD CONDITION.
 HF0607
 HF0607                          STATION RECOVERY (2003)
 HF0607
 HF0607'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 HF0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0876 ***********************************************************************
 HF0876  DESIGNATION -  B 337
 HF0876  PID         -  HF0876
 HF0876  STATE/COUNTY-  KS/SUMNER
 HF0876  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0876
 HF0876                         *CURRENT SURVEY CONTROL
 HF0876  ___________________________________________________________________
 HF0876* NAD 83(1986)-  37 25 10.     (N)    097 38 32.     (W)     SCALED    
 HF0876* NAVD 88     -       402.546  (meters)    1320.69   (feet)  ADJUSTED  
 HF0876  ___________________________________________________________________
 HF0876  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF0876  DYNAMIC HT  -         402.215 (meters)    1319.60  (feet)  COMP
 HF0876  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 HF0876
 HF0876  VERT ORDER  -  SECOND    CLASS 0
 HF0876
 HF0876.The horizontal coordinates were scaled from a topographic map and have
 HF0876.an estimated accuracy of +/- 6 seconds.
 HF0876
 HF0876.The orthometric height was determined by differential leveling
 HF0876.and adjusted by the National Geodetic Survey in June 1991..
 HF0876
 HF0876.The geoid height was determined by GEOID03.
 HF0876
 HF0876.The dynamic height is computed by dividing the NAVD 88
 HF0876.geopotential number by the normal gravity value computed on the
 HF0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0876.degrees latitude (g = 980.6199 gals.).
 HF0876
 HF0876.The modeled gravity was interpolated from observed gravity values.
 HF0876
 HF0876;                    North         East    Units  Estimated Accuracy
 HF0876;SPC KS S     -   483,900.      475,930.      MT  (+/- 180 meters Scaled)
 HF0876
 HF0876                          SUPERSEDED SURVEY CONTROL
 HF0876
 HF0876  NGVD 29 (??/??/92)  402.418  (m)         1320.27   (f) ADJ UNCH    2 0
 HF0876
 HF0876.Superseded values are not recommended for survey control.
 HF0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0876.See file dsdata.txt to determine how the superseded data were derived.
 HF0876
 HF0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG201422(NAD 83)
 HF0876_MARKER: DB = BENCH MARK DISK
 HF0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0876_SP_SET: BRIDGE
 HF0876_STAMPING: B337 1962
 HF0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0876
 HF0876  HISTORY     - Date     Condition        Report By
 HF0876  HISTORY     - 1962     MONUMENTED       CGS
 HF0876
 HF0876                          STATION DESCRIPTION
 HF0876
 HF0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0876'2.4 MI N FROM CONWAY SPRINGS.
 HF0876'0.1 MILE EAST OF POST OFFICE AT CONWAY SPRINGS, THENCE 2.3
 HF0876'MILES NORTH ALONG STATE HIGHWAY 49, SET IN THE EAST END OF THE
 HF0876'SOUTH HEADWALL OF BRIDGE OVER SLATE CREEK, 13.4 FEET EAST
 HF0876'OF THE CENTERLINE OF STATE HIGHWAY 49, 1.8 FEET EAST OF EAST
 HF0876'GUARD RAIL, ABOUT 0.5 FEET BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0877 ***********************************************************************
 HF0877  DESIGNATION -  B 337 RESET
 HF0877  PID         -  HF0877
 HF0877  STATE/COUNTY-  KS/SUMNER
 HF0877  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0877
 HF0877                         *CURRENT SURVEY CONTROL
 HF0877  ___________________________________________________________________
 HF0877* NAD 83(1986)-  37 25 10.     (N)    097 38 32.     (W)     SCALED    
 HF0877* NAVD 88     -       402.93   (meters)    1321.9    (feet)  RESET     
 HF0877  ___________________________________________________________________
 HF0877  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF0877
 HF0877  VERT ORDER  -  THIRD
 HF0877
 HF0877.The horizontal coordinates were scaled from a topographic map and have
 HF0877.an estimated accuracy of +/- 6 seconds.
 HF0877
 HF0877.The orthometric height was computed from unverified reset data.
 HF0877
 HF0877.The geoid height was determined by GEOID03.
 HF0877
 HF0877;                    North         East    Units  Estimated Accuracy
 HF0877;SPC KS S     -   483,900.      475,930.      MT  (+/- 180 meters Scaled)
 HF0877
 HF0877                          SUPERSEDED SURVEY CONTROL
 HF0877
 HF0877.No superseded survey control is available for this station.
 HF0877
 HF0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG201422(NAD 83)
 HF0877_MARKER: DB = BENCH MARK DISK
 HF0877_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0877_SP_SET: ABUTMENT
 HF0877_STAMPING: B 337 RESET 1964
 HF0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0877
 HF0877  HISTORY     - Date     Condition        Report By
 HF0877  HISTORY     - 1964     MONUMENTED       CGS
 HF0877
 HF0877                          STATION DESCRIPTION
 HF0877
 HF0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HF0877'2 MI N FROM CONWAY SPRINGS.
 HF0877'ABOUT 0.1 MILE EAST OF THE POST OFFICE IN CONWAY SPRINGS, THENCE
 HF0877'2.0 MILES NORTH ALONG STATE HIGHWAY K-49, SET IN THE EAST
 HF0877'WING OF THE SOUTH ABUTMENT OF BRIDGE BUILT IN 1964 OVER SLATE
 HF0877'CREEK, 23.15 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY K-49,
 HF0877'ABOUT 0.02 FEET BELOW SURFACE OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0635 ***********************************************************************
 KF0635  DESIGNATION -  B 338
 KF0635  PID         -  KF0635
 KF0635  STATE/COUNTY-  KS/RILEY
 KF0635  USGS QUAD   -  MANHATTAN (1991)
 KF0635
 KF0635                         *CURRENT SURVEY CONTROL
 KF0635  ___________________________________________________________________
 KF0635* NAD 83(1986)-  39 10 46.     (N)    096 34 28.     (W)     SCALED    
 KF0635* NAVD 88     -       311.276  (meters)    1021.24   (feet)  ADJUSTED  
 KF0635  ___________________________________________________________________
 KF0635  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 KF0635  DYNAMIC HT  -         311.070 (meters)    1020.57  (feet)  COMP
 KF0635  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 KF0635
 KF0635  VERT ORDER  -  FIRST     CLASS II
 KF0635
 KF0635.The horizontal coordinates were scaled from a topographic map and have
 KF0635.an estimated accuracy of +/- 6 seconds.
 KF0635
 KF0635.The orthometric height was determined by differential leveling
 KF0635.and adjusted by the National Geodetic Survey in June 1991..
 KF0635.WARNING-Repeat measurements at this control monument indicate possible
 KF0635.vertical movement.
 KF0635
 KF0635.The geoid height was determined by GEOID03.
 KF0635
 KF0635.The dynamic height is computed by dividing the NAVD 88
 KF0635.geopotential number by the normal gravity value computed on the
 KF0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0635.degrees latitude (g = 980.6199 gals.).
 KF0635
 KF0635.The modeled gravity was interpolated from observed gravity values.
 KF0635
 KF0635;                    North         East    Units  Estimated Accuracy
 KF0635;SPC KS N     -    94,900.      523,170.      MT  (+/- 180 meters Scaled)
 KF0635
 KF0635                          SUPERSEDED SURVEY CONTROL
 KF0635
 KF0635  NGVD 29 (??/??/92)  311.164  (m)         1020.88   (f) ADJ UNCH    1 2
 KF0635
 KF0635.Superseded values are not recommended for survey control.
 KF0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0635.See file dsdata.txt to determine how the superseded data were derived.
 KF0635
 KF0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ095394(NAD 83)
 KF0635_MARKER: DB = BENCH MARK DISK
 KF0635_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KF0635+WITH SETTING: PAVEMENT
 KF0635_SP_SET: MONUMENT BASE
 KF0635_STAMPING: B 338 1968
 KF0635_MARK LOGO: CGS   
 KF0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0635+STABILITY: SURFACE MOTION
 KF0635
 KF0635  HISTORY     - Date     Condition        Report By
 KF0635  HISTORY     - 1968     MONUMENTED       CGS
 KF0635  HISTORY     - 1986     GOOD             NGS
 KF0635  HISTORY     - 20050204 MARK NOT FOUND   GEOCAC
 KF0635
 KF0635                          STATION DESCRIPTION
 KF0635
 KF0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 KF0635'AT MANHATTAN.
 KF0635'ABOUT 0.55 MILE WEST OF THE COURTHOUSE IN MANHATTAN, IN THE
 KF0635'SOUTHEAST ANGLE OF THE INTERSECTION OF POYNTZ AVENUE AND 12TH
 KF0635'STREET, ON GROUNDS OF THE CITY HALL, 37.5 FEET NORTH AND 15
 KF0635'FEET EAST OF THE CENTER OF THE DOORS AT THE NORTH ENTRANCE TO
 KF0635'THE MEMORIAL AUDITORIUM, 5 FEET EAST OF THE EAST EDGE OF THE
 KF0635'SIDEWALK LEADING TO THE AUDITORIUM, 4 FEET SOUTHWEST OF THE
 KF0635'NORTHWEST CORNER OF CITY HALL, AND CEMENTED IN A DRILL HOLE
 KF0635'IN THE NORTHEAST CORNER OF A CONCRETE FOUNDATION WHICH SUPPORTS
 KF0635'A MONUMENT BEARING THE TEN COMMANDMENTS, AND THE FOUNDATION IS
 KF0635'FLUSH WITH THE SURFACE OF THE GROUND.
 KF0635
 KF0635                          STATION RECOVERY (1986)
 KF0635
 KF0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0635'RECOVERED IN GOOD CONDITION.
 KF0635
 KF0635                          STATION RECOVERY (2005)
 KF0635
 KF0635'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0635'A NEW ADDITION ON THE NORTH SIDE OF THE AUDITORIUM OCCUPIES LOCATION
 KF0635'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1135 ***********************************************************************
 JF1135  DESIGNATION -  B 339
 JF1135  PID         -  JF1135
 JF1135  STATE/COUNTY-  KS/SALINE
 JF1135  USGS QUAD   -  SALINA SW (1978)
 JF1135
 JF1135                         *CURRENT SURVEY CONTROL
 JF1135  ___________________________________________________________________
 JF1135* NAD 83(1986)-  38 49 38.     (N)    097 38 23.     (W)     SCALED    
 JF1135* NAVD 88     -       375.846  (meters)    1233.09   (feet)  ADJUSTED  
 JF1135  ___________________________________________________________________
 JF1135  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 JF1135  DYNAMIC HT  -         375.593 (meters)    1232.26  (feet)  COMP
 JF1135  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 JF1135
 JF1135  VERT ORDER  -  SECOND    CLASS 0
 JF1135
 JF1135.The horizontal coordinates were scaled from a topographic map and have
 JF1135.an estimated accuracy of +/- 6 seconds.
 JF1135
 JF1135.The orthometric height was determined by differential leveling
 JF1135.and adjusted by the National Geodetic Survey in June 1991..
 JF1135
 JF1135.The geoid height was determined by GEOID03.
 JF1135
 JF1135.The dynamic height is computed by dividing the NAVD 88
 JF1135.geopotential number by the normal gravity value computed on the
 JF1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1135.degrees latitude (g = 980.6199 gals.).
 JF1135
 JF1135.The modeled gravity was interpolated from observed gravity values.
 JF1135
 JF1135;                    North         East    Units  Estimated Accuracy
 JF1135;SPC KS N     -    54,890.      431,290.      MT  (+/- 180 meters Scaled)
 JF1135
 JF1135                          SUPERSEDED SURVEY CONTROL
 JF1135
 JF1135  NGVD 29 (??/??/92)  375.751  (m)         1232.78   (f) ADJ UNCH    2 0
 JF1135
 JF1135.Superseded values are not recommended for survey control.
 JF1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1135.See file dsdata.txt to determine how the superseded data were derived.
 JF1135
 JF1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH180984(NAD 83)
 JF1135_MARKER: DB = BENCH MARK DISK
 JF1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1135_STAMPING: B 339 1970
 JF1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1135+STABILITY: SURFACE MOTION
 JF1135
 JF1135  HISTORY     - Date     Condition        Report By
 JF1135  HISTORY     - 1970     MONUMENTED       NGS
 JF1135
 JF1135                          STATION DESCRIPTION
 JF1135
 JF1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1135'0.9 MI S FROM SALINA.
 JF1135'ABOUT 0.9 MILE SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1135'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, UNDER
 JF1135'THE CRAWFORD STREET OVERPASS FOR THE HIGHWAY, IN THE MEDIAN
 JF1135'BETWEEN THE TWO TRAFFIC LANES OF THE HIGHWAY, 38 1/2 FEET EAST
 JF1135'OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY, 6.6
 JF1135'FEET SOUTHWEST OF THE SOUTHWEST FACE OF THE SECOND LEG SOUTH
 JF1135'OF THE NORTH END OF THE CENTER PIER OF THE OVERPASS, 1 FOOT
 JF1135'EAST OF THE WEST METAL GUARD RAIL, 1.6 FEET NORTH OF A METAL
 JF1135'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 JF1135'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.  SECTION
 JF1135'15 AND 22, T 14 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0032 ***********************************************************************
 HH0032  DESIGNATION -  B 34
 HH0032  PID         -  HH0032
 HH0032  STATE/COUNTY-  KS/GRAY
 HH0032  USGS QUAD   -  CIMARRON (1968)
 HH0032
 HH0032                         *CURRENT SURVEY CONTROL
 HH0032  ___________________________________________________________________
 HH0032* NAD 83(1986)-  37 48 20.     (N)    100 20 55.     (W)     SCALED    
 HH0032* NAVD 88     -       801.200  (meters)    2628.60   (feet)  ADJUSTED  
 HH0032  ___________________________________________________________________
 HH0032  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HH0032  DYNAMIC HT  -         800.496 (meters)    2626.29  (feet)  COMP
 HH0032  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 HH0032
 HH0032  VERT ORDER  -  FIRST     CLASS II
 HH0032
 HH0032.The horizontal coordinates were scaled from a topographic map and have
 HH0032.an estimated accuracy of +/- 6 seconds.
 HH0032
 HH0032.The orthometric height was determined by differential leveling
 HH0032.and adjusted by the National Geodetic Survey in June 1991..
 HH0032.WARNING-Repeat measurements at this control monument indicate possible
 HH0032.vertical movement.
 HH0032
 HH0032.The geoid height was determined by GEOID03.
 HH0032
 HH0032.The dynamic height is computed by dividing the NAVD 88
 HH0032.geopotential number by the normal gravity value computed on the
 HH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0032.degrees latitude (g = 980.6199 gals.).
 HH0032
 HH0032.The modeled gravity was interpolated from observed gravity values.
 HH0032
 HH0032;                    North         East    Units  Estimated Accuracy
 HH0032;SPC KS S     -   528,010.      237,230.      MT  (+/- 180 meters Scaled)
 HH0032
 HH0032                          SUPERSEDED SURVEY CONTROL
 HH0032
 HH0032  NGVD 29 (??/??/92)  800.842  (m)         2627.43   (f) ADJ UNCH    1 2
 HH0032
 HH0032.Superseded values are not recommended for survey control.
 HH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0032.See file dsdata.txt to determine how the superseded data were derived.
 HH0032
 HH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG812850(NAD 83)
 HH0032_MARKER: DB = BENCH MARK DISK
 HH0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0032_SP_SET: CONCRETE POST
 HH0032_STAMPING: B 34 1934
 HH0032_MARK LOGO: CGS   
 HH0032_PROJECTION: PROJECTING 15 CENTIMETERS
 HH0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0032+STABILITY: SURFACE MOTION
 HH0032
 HH0032  HISTORY     - Date     Condition        Report By
 HH0032  HISTORY     - 1934     MONUMENTED       CGS
 HH0032  HISTORY     - 1979     GOOD             NGS
 HH0032  HISTORY     - 1979     GOOD             NGS
 HH0032  HISTORY     - 1986     GOOD             NGS
 HH0032
 HH0032                          STATION DESCRIPTION
 HH0032
 HH0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0032'AT CIMARRON.
 HH0032'AT CIMARRON, GRAY COUNTY, 128 FEET NORTHEAST OF THE NORTHEAST
 HH0032'CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION,
 HH0032'ABOUT 105 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, AT
 HH0032'THE SOUTHEAST CORNER OF A PARK, AND 48 FEET EST OF THE CENTER
 HH0032'LINE OF A STREET.  A STANDARD DISK, STAMPED B 34 1934 AND SET
 HH0032'IN THE TOP OF A CONCRETE POST.
 HH0032
 HH0032                          STATION RECOVERY (1979)
 HH0032
 HH0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HH0032'RECOVERED IN GOOD CONDITION 128 FEET NORTHEAST OF THE RAILWAY
 HH0032'STATION, 105 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 48 FEET
 HH0032'WEST OF THE CENTERLINE OF MAINSTREET AND AT THE SOUTHEAST CORNER OF A
 HH0032'PARKING LOT.
 HH0032
 HH0032                          STATION RECOVERY (1979)
 HH0032
 HH0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HH0032'RECOVERED IN GOOD CONDITION 128 FEET NORTHEAST OF THE RAILWAY
 HH0032'STATION, 105 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 48 FEET
 HH0032'WEST OF THE CENTERLINE OF MAINSTREET AND AT THE SOUTHEAST CORNER OF A
 HH0032'PARKING LOT.
 HH0032
 HH0032                          STATION RECOVERY (1986)
 HH0032
 HH0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0032'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CIMARRON,
 HH0032'IN THE SOUTHEAST CORNER OF A PARKING LOT AT THE NORTHWEST CORNER OF
 HH0032'THE JUNCTION OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD AND STATE
 HH0032'HIGHWAY 23, 39.0 METERS (128 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 HH0032'THE RAILROAD STATION, 41.1 METERS (102 FT) NORTH OF THE NORTH RAIL OF
 HH0032'THE MAIN TRACKS AND 15.5 METERS (51 FT) WEST OF THE HIGHWAY
 HH0032'CENTERLINE.
 HH0032'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1178 ***********************************************************************
 JF1178  DESIGNATION -  B 340
 JF1178  PID         -  JF1178
 JF1178  STATE/COUNTY-  KS/MCPHERSON
 JF1178  USGS QUAD   -  LINDSBORG (1979)
 JF1178
 JF1178                         *CURRENT SURVEY CONTROL
 JF1178  ___________________________________________________________________
 JF1178* NAD 83(1986)-  38 33 02.     (N)    097 38 53.     (W)     SCALED    
 JF1178* NAVD 88     -       414.680  (meters)    1360.50   (feet)  ADJUSTED  
 JF1178  ___________________________________________________________________
 JF1178  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 JF1178  DYNAMIC HT  -         414.388 (meters)    1359.54  (feet)  COMP
 JF1178  MODELED GRAV-     979,911.8   (mgal)                       NAVD 88
 JF1178
 JF1178  VERT ORDER  -  FIRST     CLASS II
 JF1178
 JF1178.The horizontal coordinates were scaled from a topographic map and have
 JF1178.an estimated accuracy of +/- 6 seconds.
 JF1178
 JF1178.The orthometric height was determined by differential leveling
 JF1178.and adjusted by the National Geodetic Survey in June 1991..
 JF1178
 JF1178.The geoid height was determined by GEOID03.
 JF1178
 JF1178.The dynamic height is computed by dividing the NAVD 88
 JF1178.geopotential number by the normal gravity value computed on the
 JF1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1178.degrees latitude (g = 980.6199 gals.).
 JF1178
 JF1178.The modeled gravity was interpolated from observed gravity values.
 JF1178
 JF1178;                    North         East    Units  Estimated Accuracy
 JF1178;SPC KS S     -   609,430.      474,260.      MT  (+/- 180 meters Scaled)
 JF1178
 JF1178                          SUPERSEDED SURVEY CONTROL
 JF1178
 JF1178  NGVD 29 (??/??/92)  414.550  (m)         1360.07   (f) ADJ UNCH    1 2
 JF1178
 JF1178.Superseded values are not recommended for survey control.
 JF1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1178.See file dsdata.txt to determine how the superseded data were derived.
 JF1178
 JF1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH178677(NAD 83)
 JF1178_MARKER: DB = BENCH MARK DISK
 JF1178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1178_SP_SET: CATCH BASIN
 JF1178_STAMPING: B 340 1970
 JF1178_MARK LOGO: CGS   
 JF1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1178+STABILITY: SURFACE MOTION
 JF1178
 JF1178  HISTORY     - Date     Condition        Report By
 JF1178  HISTORY     - 1970     MONUMENTED       NGS
 JF1178  HISTORY     - 1986     GOOD             NGS
 JF1178
 JF1178                          STATION DESCRIPTION
 JF1178
 JF1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1178'2.8 MI SE FROM LINDSBORG.
 JF1178'ABOUT 1.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM
 JF1178'THE STATION AT LINDSBORG, THENCE 1.35 MILES EAST ALONG A GRAVELED
 JF1178'AND PAVED ROAD WHICH IS CITY ROUTE 35W, 53 YARDS SOUTHEAST OF
 JF1178'THE CENTER OF AN INTERSECTION OF THE ROAD AND A NORTH-SOUTH
 JF1178'GRAVELED ROAD, SET IN THE TOP OF THE SOUTHEAST CORNER OF A
 JF1178'10- BY 4-FOOT CONCRETE STRUCTURE THAT IS 3 FEET DEEP AND IS
 JF1178'LOCATED AT THE SOUTH END OF A 4-FOOT CONCRETE BOX CULVERT UNDER
 JF1178'THE ROAD, 26 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JF1178'094 FOOT UNDERGROUND, AND 3 FEET BELOW THE LEVEL OF THE ROAD.
 JF1178'SECTION 27, T17S, R3W.
 JF1178
 JF1178                          STATION RECOVERY (1986)
 JF1178
 JF1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0615 ***********************************************************************
 JF0615  DESIGNATION -  B 341
 JF0615  PID         -  JF0615
 JF0615  STATE/COUNTY-  KS/DICKINSON
 JF0615  USGS QUAD   -  SOLOMON (1979)
 JF0615
 JF0615                         *CURRENT SURVEY CONTROL
 JF0615  ___________________________________________________________________
 JF0615* NAD 83(1986)-  38 56 06.     (N)    097 15 38.     (W)     SCALED    
 JF0615* NAVD 88     -       383.038  (meters)    1256.68   (feet)  ADJUSTED  
 JF0615  ___________________________________________________________________
 JF0615  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 JF0615  DYNAMIC HT  -         382.779 (meters)    1255.83  (feet)  COMP
 JF0615  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 JF0615
 JF0615  VERT ORDER  -  FIRST     CLASS II
 JF0615
 JF0615.The horizontal coordinates were scaled from a topographic map and have
 JF0615.an estimated accuracy of +/- 6 seconds.
 JF0615
 JF0615.The orthometric height was determined by differential leveling
 JF0615.and adjusted by the National Geodetic Survey in June 1991..
 JF0615
 JF0615.The geoid height was determined by GEOID03.
 JF0615
 JF0615.The dynamic height is computed by dividing the NAVD 88
 JF0615.geopotential number by the normal gravity value computed on the
 JF0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0615.degrees latitude (g = 980.6199 gals.).
 JF0615
 JF0615.The modeled gravity was interpolated from observed gravity values.
 JF0615
 JF0615;                    North         East    Units  Estimated Accuracy
 JF0615;SPC KS N     -    67,050.      464,110.      MT  (+/- 180 meters Scaled)
 JF0615
 JF0615                          SUPERSEDED SURVEY CONTROL
 JF0615
 JF0615  NGVD 29 (??/??/92)  382.934  (m)         1256.34   (f) ADJ UNCH    1 2
 JF0615
 JF0615.Superseded values are not recommended for survey control.
 JF0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0615.See file dsdata.txt to determine how the superseded data were derived.
 JF0615
 JF0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ507110(NAD 83)
 JF0615_MARKER: DB = BENCH MARK DISK
 JF0615_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JF0615_SP_SET: BRIDGE GUARDRAIL BASE
 JF0615_STAMPING: B 341 1970
 JF0615_MARK LOGO: CGS   
 JF0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0615
 JF0615  HISTORY     - Date     Condition        Report By
 JF0615  HISTORY     - 1970     MONUMENTED       NGS
 JF0615  HISTORY     - 1986     GOOD             NGS
 JF0615
 JF0615                          STATION DESCRIPTION
 JF0615
 JF0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0615'2.6 MI W FROM ABILENE.
 JF0615'ABOUT 2.6 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0615'HIGHWAY OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 96 FEET SOUTH
 JF0615'OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, SET IN
 JF0615'THE TOP OF THE SOUTH END OF THE EAST CONCRETE GUARDRAIL BASE ON
 JF0615'ROAD OVERPASS NUMBER 6.6 OVER THE HIGHWAY, 15 FEET EAST OF THE
 JF0615'CENTER LINE OF THE ROAD, 4.2 FEET NORTH OF THE SOUTH END OF THE
 JF0615'OVERPASS, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 JF0615'SECTION 7, T 13 S, R 1 E.
 JF0615
 JF0615                          STATION RECOVERY (1986)
 JF0615
 JF0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0234 ***********************************************************************
 KF0234  DESIGNATION -  B 342
 KF0234  PID         -  KF0234
 KF0234  STATE/COUNTY-  KS/GEARY
 KF0234  USGS QUAD   -  MILFORD DAM (1982)
 KF0234
 KF0234                         *CURRENT SURVEY CONTROL
 KF0234  ___________________________________________________________________
 KF0234* NAD 83(1986)-  39 00 02.     (N)    096 53 23.     (W)     SCALED    
 KF0234* NAVD 88     -       365.641  (meters)    1199.61   (feet)  ADJUSTED  
 KF0234  ___________________________________________________________________
 KF0234  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 KF0234  DYNAMIC HT  -         365.389 (meters)    1198.78  (feet)  COMP
 KF0234  MODELED GRAV-     979,929.4   (mgal)                       NAVD 88
 KF0234
 KF0234  VERT ORDER  -  FIRST     CLASS II
 KF0234
 KF0234.The horizontal coordinates were scaled from a topographic map and have
 KF0234.an estimated accuracy of +/- 6 seconds.
 KF0234
 KF0234.The orthometric height was determined by differential leveling
 KF0234.and adjusted by the National Geodetic Survey in June 1991..
 KF0234
 KF0234.The geoid height was determined by GEOID03.
 KF0234
 KF0234.The dynamic height is computed by dividing the NAVD 88
 KF0234.geopotential number by the normal gravity value computed on the
 KF0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0234.degrees latitude (g = 980.6199 gals.).
 KF0234
 KF0234.The modeled gravity was interpolated from observed gravity values.
 KF0234
 KF0234;                    North         East    Units  Estimated Accuracy
 KF0234;SPC KS N     -    74,660.      496,170.      MT  (+/- 180 meters Scaled)
 KF0234
 KF0234                          SUPERSEDED SURVEY CONTROL
 KF0234
 KF0234  NGVD 29 (??/??/92)  365.528  (m)         1199.24   (f) ADJ UNCH    1 2
 KF0234
 KF0234.Superseded values are not recommended for survey control.
 KF0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0234.See file dsdata.txt to determine how the superseded data were derived.
 KF0234
 KF0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ827189(NAD 83)
 KF0234_MARKER: DB = BENCH MARK DISK
 KF0234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0234_SP_SET: HEADWALL
 KF0234_STAMPING: B 342 1970
 KF0234_MARK LOGO: NGS   
 KF0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0234+STABILITY: SURFACE MOTION
 KF0234
 KF0234  HISTORY     - Date     Condition        Report By
 KF0234  HISTORY     - 1970     MONUMENTED       CGS
 KF0234  HISTORY     - 1986     GOOD             NGS
 KF0234
 KF0234                          STATION DESCRIPTION
 KF0234
 KF0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 KF0234'3.4 MI SW FROM JUNCTION CITY.
 KF0234'ABOUT 3.35 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0234'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0234'0.55 MILE EAST OF A PAVED ROAD OVERPASS OVER THE HIGHWAY, 62 1/2
 KF0234'FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 KF0234'SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF AN 8-FOOT
 KF0234'CONCRETE BOX CULVERT UNDER THE HIGHWAY, 0.6 FOOT WEST OF THE
 KF0234'EAST END OF THE HEADWALL, AND ABOUT 10 FEET BELOW THE LEVEL
 KF0234'OF THE HIGHWAY.  SEC 21, T12S, R5E.
 KF0234
 KF0234                          STATION RECOVERY (1986)
 KF0234
 KF0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0286 ***********************************************************************
 KF0286  DESIGNATION -  B 343
 KF0286  PID         -  KF0286
 KF0286  STATE/COUNTY-  KS/RILEY
 KF0286  USGS QUAD   -  MANHATTAN (1991)
 KF0286
 KF0286                         *CURRENT SURVEY CONTROL
 KF0286  ___________________________________________________________________
 KF0286* NAD 83(1986)-  39 08 15.     (N)    096 32 19.     (W)     SCALED    
 KF0286* NAVD 88     -       418.195  (meters)    1372.03   (feet)  ADJUSTED  
 KF0286  ___________________________________________________________________
 KF0286  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 KF0286  DYNAMIC HT  -         417.916 (meters)    1371.11  (feet)  COMP
 KF0286  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 KF0286
 KF0286  VERT ORDER  -  SECOND    CLASS 0
 KF0286
 KF0286.The horizontal coordinates were scaled from a topographic map and have
 KF0286.an estimated accuracy of +/- 6 seconds.
 KF0286
 KF0286.The orthometric height was determined by differential leveling
 KF0286.and adjusted by the National Geodetic Survey in June 1991..
 KF0286
 KF0286.The geoid height was determined by GEOID03.
 KF0286
 KF0286.The dynamic height is computed by dividing the NAVD 88
 KF0286.geopotential number by the normal gravity value computed on the
 KF0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0286.degrees latitude (g = 980.6199 gals.).
 KF0286
 KF0286.The modeled gravity was interpolated from observed gravity values.
 KF0286
 KF0286;                    North         East    Units  Estimated Accuracy
 KF0286;SPC KS N     -    90,290.      526,340.      MT  (+/- 180 meters Scaled)
 KF0286
 KF0286                          SUPERSEDED SURVEY CONTROL
 KF0286
 KF0286  NGVD 29 (??/??/92)  418.056  (m)         1371.57   (f) ADJ UNCH    2 0
 KF0286
 KF0286.Superseded values are not recommended for survey control.
 KF0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0286.See file dsdata.txt to determine how the superseded data were derived.
 KF0286
 KF0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ127349(NAD 83)
 KF0286_MARKER: DB = BENCH MARK DISK
 KF0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0286_SP_SET: CULVERT
 KF0286_STAMPING: B 343 1970
 KF0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0286
 KF0286  HISTORY     - Date     Condition        Report By
 KF0286  HISTORY     - 1970     MONUMENTED       NGS
 KF0286
 KF0286                          STATION DESCRIPTION
 KF0286
 KF0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0286'2.9 MI SE FROM MANHATTON.
 KF0286'ABOUT 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 177 FROM THE EAST
 KF0286'END OF THE HIGHWAY BRIDGE OVER THE KANSAS RIVER AT MANHATTAN, 0.1
 KF0286'MILE SOUTH OF THE TOP OF A HILL, 22 FEET WEST OF THE CENTER LINE
 KF0286'OF THE HIGHWAY, SET IN THE TOP AND 4 FEET SOUTH OF THE NORTH END
 KF0286'OF THE WEST CONCRETE HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT, AND
 KF0286'ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SEC 32, T10S, R8E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0051 ***********************************************************************
 KF0051  DESIGNATION -  B 344
 KF0051  PID         -  KF0051
 KF0051  STATE/COUNTY-  KS/WABAUNSEE
 KF0051  USGS QUAD   -  ALMA (1978)
 KF0051
 KF0051                         *CURRENT SURVEY CONTROL
 KF0051  ___________________________________________________________________
 KF0051* NAD 83(1986)-  39 05 06.     (N)    096 17 21.     (W)     SCALED    
 KF0051* NAVD 88     -       362.802  (meters)    1190.29   (feet)  ADJUSTED  
 KF0051  ___________________________________________________________________
 KF0051  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 KF0051  DYNAMIC HT  -         362.560 (meters)    1189.50  (feet)  COMP
 KF0051  MODELED GRAV-     979,949.9   (mgal)                       NAVD 88
 KF0051
 KF0051  VERT ORDER  -  SECOND    CLASS 0
 KF0051
 KF0051.The horizontal coordinates were scaled from a topographic map and have
 KF0051.an estimated accuracy of +/- 6 seconds.
 KF0051
 KF0051.The orthometric height was determined by differential leveling
 KF0051.and adjusted by the National Geodetic Survey in June 1991..
 KF0051
 KF0051.The geoid height was determined by GEOID03.
 KF0051
 KF0051.The dynamic height is computed by dividing the NAVD 88
 KF0051.geopotential number by the normal gravity value computed on the
 KF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0051.degrees latitude (g = 980.6199 gals.).
 KF0051
 KF0051.The modeled gravity was interpolated from observed gravity values.
 KF0051
 KF0051;                    North         East    Units  Estimated Accuracy
 KF0051;SPC KS N     -    84,840.      548,010.      MT  (+/- 180 meters Scaled)
 KF0051
 KF0051                          SUPERSEDED SURVEY CONTROL
 KF0051
 KF0051  NGVD 29 (??/??/92)  362.669  (m)         1189.86   (f) ADJ UNCH    2 0
 KF0051
 KF0051.Superseded values are not recommended for survey control.
 KF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0051.See file dsdata.txt to determine how the superseded data were derived.
 KF0051
 KF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ344297(NAD 83)
 KF0051_MARKER: DB = BENCH MARK DISK
 KF0051_SETTING: 66 = SET IN ROCK OUTCROP
 KF0051_SP_SET: ROCK CUT
 KF0051_STAMPING: B 344 1970
 KF0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0051+STABILITY: POSITION/ELEVATION WELL
 KF0051
 KF0051  HISTORY     - Date     Condition        Report By
 KF0051  HISTORY     - 1970     MONUMENTED       NGS
 KF0051
 KF0051                          STATION DESCRIPTION
 KF0051
 KF0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0051'1.3 MI N FROM ALMA.
 KF0051'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE HIGHWAY
 KF0051'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT ALMA, 0.2 MILE NORTH OF
 KF0051'A CROSSING OF THE HIGHWAY AND THE CHICAGO, ROCK ISLAND AND
 KF0051'PACIFIC RAILROAD, ON THE SOUTH SLOPE AND NEAR THE TOP OF A HILL,
 KF0051'ON THE TOP OF THE SOUTH EDGE OF THE HIGHEST POINT OF A 4-FOOT
 KF0051'ROCK CUT THAT IS 35 YARDS LONG, 38.3 FEET WEST OF THE CENTER LINE
 KF0051'OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF A 4-FOOT
 KF0051'BY 1-FOOT EXPOSED PORTION OF ROCK IN THE CUT, AND ABOUT 3 FEET
 KF0051'ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 22, T 11 S, R 10 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0878 ***********************************************************************
 KE0878  DESIGNATION -  B 345
 KE0878  PID         -  KE0878
 KE0878  STATE/COUNTY-  KS/WABAUNSEE
 KE0878  USGS QUAD   -  WILLARD (1972)
 KE0878
 KE0878                         *CURRENT SURVEY CONTROL
 KE0878  ___________________________________________________________________
 KE0878* NAD 83(1986)-  39 03 29.     (N)    095 58 28.     (W)     SCALED    
 KE0878* NAVD 88     -       320.425  (meters)    1051.26   (feet)  ADJUSTED  
 KE0878  ___________________________________________________________________
 KE0878  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KE0878  DYNAMIC HT  -         320.217 (meters)    1050.58  (feet)  COMP
 KE0878  MODELED GRAV-     979,967.9   (mgal)                       NAVD 88
 KE0878
 KE0878  VERT ORDER  -  SECOND    CLASS 0
 KE0878
 KE0878.The horizontal coordinates were scaled from a topographic map and have
 KE0878.an estimated accuracy of +/- 6 seconds.
 KE0878
 KE0878.The orthometric height was determined by differential leveling
 KE0878.and adjusted by the National Geodetic Survey in June 1991..
 KE0878
 KE0878.The geoid height was determined by GEOID03.
 KE0878
 KE0878.The dynamic height is computed by dividing the NAVD 88
 KE0878.geopotential number by the normal gravity value computed on the
 KE0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0878.degrees latitude (g = 980.6199 gals.).
 KE0878
 KE0878.The modeled gravity was interpolated from observed gravity values.
 KE0878
 KE0878;                    North         East    Units  Estimated Accuracy
 KE0878;SPC KS N     -    82,410.      575,300.      MT  (+/- 180 meters Scaled)
 KE0878
 KE0878                          SUPERSEDED SURVEY CONTROL
 KE0878
 KE0878  NGVD 29 (??/??/92)  320.283  (m)         1050.80   (f) ADJ UNCH    2 0
 KE0878
 KE0878.Superseded values are not recommended for survey control.
 KE0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0878.See file dsdata.txt to determine how the superseded data were derived.
 KE0878
 KE0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD426274(NAD 83)
 KE0878_MARKER: DB = BENCH MARK DISK
 KE0878_SETTING: 66 = SET IN ROCK OUTCROP
 KE0878_SP_SET: ROCK LEDGE
 KE0878_STAMPING: B 345 1970
 KE0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE0878+STABILITY: POSITION/ELEVATION WELL
 KE0878
 KE0878  HISTORY     - Date     Condition        Report By
 KE0878  HISTORY     - 1970     MONUMENTED       NGS
 KE0878  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KE0878
 KE0878                          STATION DESCRIPTION
 KE0878
 KE0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0878'17.1 MI E FROM ALMA.
 KE0878'ABOUT 17.1 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0878'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.15 MILE WEST
 KE0878'OF A HIGHWAY OVERPASS FOR A FARM ROAD, ON THE TOP AND NEAR THE
 KE0878'WEST END OF A CUT THAT IS ABOUT 100 YARDS LONG AND 10 FEET
 KE0878'HIGH AT THE HIGHEST POINT, 106 FEET SOUTH OF THE CENTER LINE OF
 KE0878'THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP AND 1.5 FEET NORTH
 KE0878'OF THE SOUTH EDGE OF A 10- X 1-FOOT ROCK LEDGE, 10 FEET NORTH OF
 KE0878'A FENCE, 9.8 FEET NORTH OF A METAL WITNESS POST, AND ABOUT 8
 KE0878'FEET ABOVE THE LEVEL OF THE HIGHWAY.  THIS MARK MAY BE REACHED
 KE0878'BY GOING ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE
 KE0878'CITY HALL AT ALMA THENCE ABOUT 17.1 MILES EAST ALONG INTERSTATE
 KE0878'HIGHWAY 70.  SECTION 33, T 11S, R 13E
 KE0878
 KE0878                          STATION RECOVERY (2005)
 KE0878
 KE0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KE0878'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. THE KANSAS STATE
 KE0878'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KE0878'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0856 ***********************************************************************
 KE0856  DESIGNATION -  B 346
 KE0856  PID         -  KE0856
 KE0856  STATE/COUNTY-  KS/SHAWNEE
 KE0856  USGS QUAD   -  TOPEKA (1983)
 KE0856
 KE0856                         *CURRENT SURVEY CONTROL
 KE0856  ___________________________________________________________________
 KE0856* NAD 83(1986)-  39 02 38.     (N)    095 40 03.     (W)     SCALED    
 KE0856* NAVD 88     -       282.219  (meters)     925.91   (feet)  ADJUSTED  
 KE0856  ___________________________________________________________________
 KE0856  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KE0856  DYNAMIC HT  -         282.035 (meters)     925.31  (feet)  COMP
 KE0856  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 KE0856
 KE0856  VERT ORDER  -  FIRST     CLASS II
 KE0856
 KE0856.The horizontal coordinates were scaled from a topographic map and have
 KE0856.an estimated accuracy of +/- 6 seconds.
 KE0856
 KE0856.The orthometric height was determined by differential leveling
 KE0856.and adjusted by the National Geodetic Survey in June 1991..
 KE0856.WARNING-Repeat measurements at this control monument indicate possible
 KE0856.vertical movement.
 KE0856
 KE0856.The geoid height was determined by GEOID03.
 KE0856
 KE0856.The dynamic height is computed by dividing the NAVD 88
 KE0856.geopotential number by the normal gravity value computed on the
 KE0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0856.degrees latitude (g = 980.6199 gals.).
 KE0856
 KE0856.The modeled gravity was interpolated from observed gravity values.
 KE0856
 KE0856;                    North         East    Units  Estimated Accuracy
 KE0856;SPC KS N     -    81,480.      601,900.      MT  (+/- 180 meters Scaled)
 KE0856
 KE0856                          SUPERSEDED SURVEY CONTROL
 KE0856
 KE0856  NGVD 29 (??/??/92)  282.118  (m)          925.58   (f) ADJ UNCH    1 2
 KE0856
 KE0856.Superseded values are not recommended for survey control.
 KE0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0856.See file dsdata.txt to determine how the superseded data were derived.
 KE0856
 KE0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD691250(NAD 83)
 KE0856_MARKER: DB = BENCH MARK DISK
 KE0856_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KE0856_SP_SET: BRIDGE GUARDRAIL
 KE0856_STAMPING: B 346 1970
 KE0856_MARK LOGO: NGS   
 KE0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0856+STABILITY: SURFACE MOTION
 KE0856
 KE0856  HISTORY     - Date     Condition        Report By
 KE0856  HISTORY     - 1970     MONUMENTED       NGS
 KE0856  HISTORY     - 1986     GOOD             NGS
 KE0856
 KE0856                          STATION DESCRIPTION
 KE0856
 KE0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0856'AT TOPEKA.
 KE0856'AT TOPEKA, 0.15 MILE EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0856'HIGHWAY UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, 32 FEET SOUTH
 KE0856'OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN
 KE0856'THE TOP OF THE WEST CORNER OF THE CONCRETE FOUNDATION FOR THE
 KE0856'SOUTH GUARDRAIL ON THE MORE SOUTHERLY OF TWO HIGHWAY OVERPASSES
 KE0856'FOR THE MISSOURI PACIFIC RAILROAD, 1.0 FOOT EAST OF THE WEST
 KE0856'CORNER OF THE FOUNDATION, AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 KE0856'OF THE HIGHWAY.  SECTION 5, T 12S, R 16E
 KE0856
 KE0856                          STATION RECOVERY (1986)
 KE0856
 KE0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0956 ***********************************************************************
 JF0956  DESIGNATION -  B 347
 JF0956  PID         -  JF0956
 JF0956  STATE/COUNTY-  KS/MCPHERSON
 JF0956  USGS QUAD   -  MC PHERSON SE (1985)
 JF0956
 JF0956                         *CURRENT SURVEY CONTROL
 JF0956  ___________________________________________________________________
 JF0956* NAD 83(1986)-  38 17 58.     (N)    097 35 57.     (W)     SCALED    
 JF0956* NAVD 88     -       455.079  (meters)    1493.04   (feet)  ADJUSTED  
 JF0956  ___________________________________________________________________
 JF0956  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 JF0956  DYNAMIC HT  -         454.744 (meters)    1491.94  (feet)  COMP
 JF0956  MODELED GRAV-     979,879.7   (mgal)                       NAVD 88
 JF0956
 JF0956  VERT ORDER  -  SECOND    CLASS 0
 JF0956
 JF0956.The horizontal coordinates were scaled from a topographic map and have
 JF0956.an estimated accuracy of +/- 6 seconds.
 JF0956
 JF0956.The orthometric height was determined by differential leveling
 JF0956.and adjusted by the National Geodetic Survey in June 1991..
 JF0956
 JF0956.The geoid height was determined by GEOID03.
 JF0956
 JF0956.The dynamic height is computed by dividing the NAVD 88
 JF0956.geopotential number by the normal gravity value computed on the
 JF0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0956.degrees latitude (g = 980.6199 gals.).
 JF0956
 JF0956.The modeled gravity was interpolated from observed gravity values.
 JF0956
 JF0956;                    North         East    Units  Estimated Accuracy
 JF0956;SPC KS S     -   581,600.      478,800.      MT  (+/- 180 meters Scaled)
 JF0956
 JF0956                          SUPERSEDED SURVEY CONTROL
 JF0956
 JF0956  NGVD 29 (??/??/92)  454.918  (m)         1492.51   (f) ADJ UNCH    2 0
 JF0956
 JF0956.Superseded values are not recommended for survey control.
 JF0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0956.See file dsdata.txt to determine how the superseded data were derived.
 JF0956
 JF0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH224399(NAD 83)
 JF0956_MARKER: DB = BENCH MARK DISK
 JF0956_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF0956_SP_SET: 55 FEET
 JF0956_STAMPING: B347 1972
 JF0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0956
 JF0956  HISTORY     - Date     Condition        Report By
 JF0956  HISTORY     - 1972     MONUMENTED       NGS
 JF0956
 JF0956                          STATION DESCRIPTION
 JF0956
 JF0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0956'5.4 MI S FROM MC PHERSON.
 JF0956'ABOUT 5.45 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0956'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, 136 FEET
 JF0956'SOUTHWEST OF THE SOUTH TRAFFIC LANE OF THE HIGHWAY, 0.8 FOOT
 JF0956'SOUTH OF A METAL WITNESS POST, 0.6 FOOT EAST OF A FENCE, ABOUT
 JF0956'LEVEL WITH THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 JF0956'COATED ROD THAT IS DRIVEN TO REFUSAL AT 55 FEET AND IS ENCASED
 JF0956'IN A 4-INCH PLASTIC PIPE WHICH PROJECTS 0.3 FOOT.  SECTION 24,
 JF0956'T 20 S, R 3 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0788 ***********************************************************************
 JF0788  DESIGNATION -  B 348
 JF0788  PID         -  JF0788
 JF0788  STATE/COUNTY-  KS/HARVEY
 JF0788  USGS QUAD   -  NEWTON (1989)
 JF0788
 JF0788                         *CURRENT SURVEY CONTROL
 JF0788  ___________________________________________________________________
 JF0788* NAD 83(1986)-  38 00 48.     (N)    097 19 40.     (W)     SCALED    
 JF0788* NAVD 88     -       445.675  (meters)    1462.19   (feet)  ADJUSTED  
 JF0788  ___________________________________________________________________
 JF0788  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 JF0788  DYNAMIC HT  -         445.329 (meters)    1461.05  (feet)  COMP
 JF0788  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 JF0788
 JF0788  VERT ORDER  -  SECOND    CLASS 0
 JF0788
 JF0788.The horizontal coordinates were scaled from a topographic map and have
 JF0788.an estimated accuracy of +/- 6 seconds.
 JF0788
 JF0788.The orthometric height was determined by differential leveling
 JF0788.and adjusted by the National Geodetic Survey in June 1991..
 JF0788
 JF0788.The geoid height was determined by GEOID03.
 JF0788
 JF0788.The dynamic height is computed by dividing the NAVD 88
 JF0788.geopotential number by the normal gravity value computed on the
 JF0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0788.degrees latitude (g = 980.6199 gals.).
 JF0788
 JF0788.The modeled gravity was interpolated from observed gravity values.
 JF0788
 JF0788;                    North         East    Units  Estimated Accuracy
 JF0788;SPC KS S     -   550,110.      502,930.      MT  (+/- 180 meters Scaled)
 JF0788
 JF0788                          SUPERSEDED SURVEY CONTROL
 JF0788
 JF0788  NGVD 29 (??/??/92)  445.512  (m)         1461.65   (f) ADJ UNCH    2 0
 JF0788
 JF0788.Superseded values are not recommended for survey control.
 JF0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0788.See file dsdata.txt to determine how the superseded data were derived.
 JF0788
 JF0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH467086(NAD 83)
 JF0788_MARKER: DB = BENCH MARK DISK
 JF0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0788_STAMPING: B 348 1972
 JF0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0788+STABILITY: SURFACE MOTION
 JF0788
 JF0788  HISTORY     - Date     Condition        Report By
 JF0788  HISTORY     - 1972     MONUMENTED       NGS
 JF0788
 JF0788                          STATION DESCRIPTION
 JF0788
 JF0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0788'3.2 MI S FROM NEWTON.
 JF0788'ABOUT 3.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 JF0788'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, 47.3 FEET EAST OF THE
 JF0788'SOUTH BOUND LANE OF THE HIGHWAY, 36.8 FEET WEST OF THE CENTER
 JF0788'LINE OF THE NORTH BOUND LANE, 6.3 FEET SOUTHEAST OF THE NORTH
 JF0788'COLUMN IN THE MEDIAN OF THE INTERSTATE, SET IN THE TOP OF A
 JF0788'CONCRETE POST PROJECTING 1 INCH, AND ABOUT 2 FEET BELOW THE
 JF0788'SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 W.  SECTION 33, T23S, R1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0548 ***********************************************************************
 HF0548  DESIGNATION -  B 349
 HF0548  PID         -  HF0548
 HF0548  STATE/COUNTY-  KS/SEDGWICK
 HF0548  USGS QUAD   -  WICHITA EAST (1982)
 HF0548
 HF0548                         *CURRENT SURVEY CONTROL
 HF0548  ___________________________________________________________________
 HF0548* NAD 83(1986)-  37 40 19.     (N)    097 19 45.     (W)     SCALED    
 HF0548* NAVD 88     -       395.272  (meters)    1296.82   (feet)  ADJUSTED  
 HF0548  ___________________________________________________________________
 HF0548  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HF0548  DYNAMIC HT  -         394.961 (meters)    1295.80  (feet)  COMP
 HF0548  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 HF0548
 HF0548  VERT ORDER  -  SECOND    CLASS 0
 HF0548
 HF0548.The horizontal coordinates were scaled from a topographic map and have
 HF0548.an estimated accuracy of +/- 6 seconds.
 HF0548
 HF0548.The orthometric height was determined by differential leveling
 HF0548.and adjusted by the National Geodetic Survey in June 1991..
 HF0548
 HF0548.The geoid height was determined by GEOID03.
 HF0548
 HF0548.The dynamic height is computed by dividing the NAVD 88
 HF0548.geopotential number by the normal gravity value computed on the
 HF0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0548.degrees latitude (g = 980.6199 gals.).
 HF0548
 HF0548.The modeled gravity was interpolated from observed gravity values.
 HF0548
 HF0548;                    North         East    Units  Estimated Accuracy
 HF0548;SPC KS S     -   512,220.      503,290.      MT  (+/- 180 meters Scaled)
 HF0548
 HF0548                          SUPERSEDED SURVEY CONTROL
 HF0548
 HF0548  NGVD 29 (??/??/92)  395.129  (m)         1296.35   (f) ADJ UNCH    2 0
 HF0548
 HF0548.Superseded values are not recommended for survey control.
 HF0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0548.See file dsdata.txt to determine how the superseded data were derived.
 HF0548
 HF0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG473707(NAD 83)
 HF0548_MARKER: DB = BENCH MARK DISK
 HF0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0548_SP_SET: FOUNDATION
 HF0548_STAMPING: B 349 1972
 HF0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0548
 HF0548  HISTORY     - Date     Condition        Report By
 HF0548  HISTORY     - 1972     MONUMENTED       NGS
 HF0548
 HF0548                          STATION DESCRIPTION
 HF0548
 HF0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0548'0.9 MI S FROM WICHITA.
 HF0548'ABOUT 0.9 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0548'RAILROAD FROM THE UNION STATION AT WICHITA, 150 FEET SOUTH OF
 HF0548'THE JUNCTION OF THE RAILROAD TRACKS, 42 FEET WEST OF THE EAST
 HF0548'TRACK, 32 FEET EAST OF THE WEST TRACK, 6.5 FEET NORTH OF THE
 HF0548'NORTHEAST CORNER OF AN ABONDED OPERATION BUILDING, SET IN A
 HF0548'DRILL HOLE IN A CONCRETE FOUNDATION OF AN ABONDED WATER TANK
 HF0548'AND ABOUT LEVEL WITH THE TRACKS.  SECTION 28, T 27 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0574 ***********************************************************************
 HG0574  DESIGNATION -  B 35
 HG0574  PID         -  HG0574
 HG0574  STATE/COUNTY-  KS/FORD
 HG0574  USGS QUAD   -  BUCKLIN (1969)
 HG0574
 HG0574                         *CURRENT SURVEY CONTROL
 HG0574  ___________________________________________________________________
 HG0574* NAD 83(1986)-  37 35 10.     (N)    099 41 01.     (W)     SCALED    
 HG0574* NAVD 88     -       742.850  (meters)    2437.17   (feet)  ADJUSTED  
 HG0574  ___________________________________________________________________
 HG0574  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 HG0574  DYNAMIC HT  -         742.198 (meters)    2435.03  (feet)  COMP
 HG0574  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 HG0574
 HG0574  VERT ORDER  -  FIRST     CLASS II
 HG0574
 HG0574.The horizontal coordinates were scaled from a topographic map and have
 HG0574.an estimated accuracy of +/- 6 seconds.
 HG0574
 HG0574.The orthometric height was determined by differential leveling
 HG0574.and adjusted by the National Geodetic Survey in June 1991..
 HG0574
 HG0574.The geoid height was determined by GEOID03.
 HG0574
 HG0574.The dynamic height is computed by dividing the NAVD 88
 HG0574.geopotential number by the normal gravity value computed on the
 HG0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0574.degrees latitude (g = 980.6199 gals.).
 HG0574
 HG0574.The modeled gravity was interpolated from observed gravity values.
 HG0574
 HG0574;                    North         East    Units  Estimated Accuracy
 HG0574;SPC KS S     -   502,710.      295,470.      MT  (+/- 180 meters Scaled)
 HG0574
 HG0574                          SUPERSEDED SURVEY CONTROL
 HG0574
 HG0574  NGVD 29 (??/??/92)  742.522  (m)         2436.09   (f) ADJ UNCH    1 2
 HG0574
 HG0574.Superseded values are not recommended for survey control.
 HG0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0574.See file dsdata.txt to determine how the superseded data were derived.
 HG0574
 HG0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG396601(NAD 83)
 HG0574_MARKER: DB = BENCH MARK DISK
 HG0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0574_STAMPING: B 35 1934
 HG0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0574+STABILITY: SURFACE MOTION
 HG0574
 HG0574  HISTORY     - Date     Condition        Report By
 HG0574  HISTORY     - 1934     MONUMENTED       CGS
 HG0574  HISTORY     - 1967     MARK NOT FOUND   USGS
 HG0574  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0574
 HG0574                          STATION DESCRIPTION
 HG0574
 HG0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0574'5.1 MI SE FROM FORD.
 HG0574'ABOUT 5.1 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HG0574'PACIFIC RAILWAY FROM THE STATION AT FORD, FORD COUNTY, ABOUT 120
 HG0574'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 154, 45 FEET EAST
 HG0574'OF THE CENTER LINE OF A COUNTY ROAD, AND 42 FEET SOUTH OF THE
 HG0574'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED B 35 1934
 HG0574'AND SET IN THE TOP OF A CONCRETE POST.
 HG0574
 HG0574                          STATION RECOVERY (1967)
 HG0574
 HG0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HG0574'MARK NOT FOUND.
 HG0574
 HG0574                          STATION RECOVERY (1986)
 HG0574
 HG0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0574'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0610 ***********************************************************************
 HH0610  DESIGNATION -  B 352
 HH0610  PID         -  HH0610
 HH0610  STATE/COUNTY-  KS/FINNEY
 HH0610  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0610
 HH0610                         *CURRENT SURVEY CONTROL
 HH0610  ___________________________________________________________________
 HH0610* NAD 83(1986)-  37 58 21.     (N)    100 52 32.     (W)     SCALED    
 HH0610* NAVD 88     -       867.058  (meters)    2844.67   (feet)  ADJUSTED  
 HH0610  ___________________________________________________________________
 HH0610  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 HH0610  DYNAMIC HT  -         866.286 (meters)    2842.14  (feet)  COMP
 HH0610  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 HH0610
 HH0610  VERT ORDER  -  FIRST     CLASS II
 HH0610
 HH0610.The horizontal coordinates were scaled from a topographic map and have
 HH0610.an estimated accuracy of +/- 6 seconds.
 HH0610
 HH0610.The orthometric height was determined by differential leveling
 HH0610.and adjusted by the National Geodetic Survey in June 1991..
 HH0610
 HH0610.The geoid height was determined by GEOID03.
 HH0610
 HH0610.The dynamic height is computed by dividing the NAVD 88
 HH0610.geopotential number by the normal gravity value computed on the
 HH0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0610.degrees latitude (g = 980.6199 gals.).
 HH0610
 HH0610.The modeled gravity was interpolated from observed gravity values.
 HH0610
 HH0610;                    North         East    Units  Estimated Accuracy
 HH0610;SPC KS S     -   547,590.      191,310.      MT  (+/- 180 meters Scaled)
 HH0610
 HH0610                          SUPERSEDED SURVEY CONTROL
 HH0610
 HH0610.No superseded survey control is available for this station.
 HH0610
 HH0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH352044(NAD 83)
 HH0610_MARKER: DB = BENCH MARK DISK
 HH0610_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HH0610_SP_SET: BUILDING
 HH0610_STAMPING: B 352 1986
 HH0610_MARK LOGO: NGS   
 HH0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0610+STABILITY: POSITION/ELEVATION WELL
 HH0610
 HH0610  HISTORY     - Date     Condition        Report By
 HH0610  HISTORY     - 1986     MONUMENTED       NGS
 HH0610
 HH0610                          STATION DESCRIPTION
 HH0610
 HH0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0610'IN GARDEN CITY.
 HH0610'IN GARDEN CITY, VERTICALLY, IN THE SOUTHEAST FACE OF THE SCHOOL
 HH0610'ADMINISTRATION BUILDING, ON THE NORTHWEST CORNER OF THE INTERSECTION
 HH0610'OF BUFFALO JONES AND 8TH STREET, 34.1 METERS (112 FT) NORTHEAST OF THE
 HH0610'NORTHEAST CURB OF BUFFALO JONES, 32.4 METERS (106.5 FT) WEST OF THE
 HH0610'WEST CURB OF THE STREET AND 1.5 METERS (5 FT) NORTHEAST OF THE CENTER
 HH0610'OF THE STEPS TO THE ABANDONED MAIN ENTRANCE.
 HH0610'THE MARK IS 0.5 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0635 ***********************************************************************
 HH0635  DESIGNATION -  B 353
 HH0635  PID         -  HH0635
 HH0635  STATE/COUNTY-  KS/FORD
 HH0635  USGS QUAD   -  DODGE CITY SW (1984)
 HH0635
 HH0635                         *CURRENT SURVEY CONTROL
 HH0635  ___________________________________________________________________
 HH0635* NAD 83(1986)-  37 46 54.     (N)    100 10 36.     (W)     SCALED    
 HH0635* NAVD 88     -       777.469  (meters)    2550.75   (feet)  ADJUSTED  
 HH0635  ___________________________________________________________________
 HH0635  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 HH0635  DYNAMIC HT  -         776.800 (meters)    2548.55  (feet)  COMP
 HH0635  MODELED GRAV-     979,742.5   (mgal)                       NAVD 88
 HH0635
 HH0635  VERT ORDER  -  FIRST     CLASS II
 HH0635
 HH0635.The horizontal coordinates were scaled from a topographic map and have
 HH0635.an estimated accuracy of +/- 6 seconds.
 HH0635
 HH0635.The orthometric height was determined by differential leveling
 HH0635.and adjusted by the National Geodetic Survey in June 1991..
 HH0635
 HH0635.The geoid height was determined by GEOID03.
 HH0635
 HH0635.The dynamic height is computed by dividing the NAVD 88
 HH0635.geopotential number by the normal gravity value computed on the
 HH0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0635.degrees latitude (g = 980.6199 gals.).
 HH0635
 HH0635.The modeled gravity was interpolated from observed gravity values.
 HH0635
 HH0635;                    North         East    Units  Estimated Accuracy
 HH0635;SPC KS S     -   525,080.      252,320.      MT  (+/- 180 meters Scaled)
 HH0635
 HH0635                          SUPERSEDED SURVEY CONTROL
 HH0635
 HH0635.No superseded survey control is available for this station.
 HH0635
 HH0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG963822(NAD 83)
 HH0635_MARKER: DB = BENCH MARK DISK
 HH0635_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HH0635_SP_SET: GRAIN ELEVATOR
 HH0635_STAMPING: B 353 1986
 HH0635_MARK LOGO: NGS   
 HH0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0635+STABILITY: POSITION/ELEVATION WELL
 HH0635
 HH0635  HISTORY     - Date     Condition        Report By
 HH0635  HISTORY     - 1986     MONUMENTED       NGS
 HH0635
 HH0635                          STATION DESCRIPTION
 HH0635
 HH0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0635'15.6 KM (9.7 MI) EAST FROM CIMARRON.
 HH0635'15.6 KM (9.75 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0635'HIGHWAY 23 AT CIMARRON, VERTICALLY, IN THE NORTHEAST FACE OF THE EAST
 HH0635'ELEVATOR OF THE SOUTHEAST ONE OF FOUR SILOS OF THE HOWELL ELEVATORS,
 HH0635'ALSO 14.38 KM (8.98 MI) WEST OF DODGE CITY, 64.1 METERS (210.5 FT)
 HH0635'SOUTHWEST OF THE HIGHWAY CENTERLINE.
 HH0635'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0652 ***********************************************************************
 HG0652  DESIGNATION -  B 354
 HG0652  PID         -  HG0652
 HG0652  STATE/COUNTY-  KS/FORD
 HG0652  USGS QUAD   -  BUCKLIN (1969)
 HG0652
 HG0652                         *CURRENT SURVEY CONTROL
 HG0652  ___________________________________________________________________
 HG0652* NAD 83(1986)-  37 36 40.     (N)    099 42 50.     (W)     SCALED    
 HG0652* NAVD 88     -       737.185  (meters)    2418.58   (feet)  ADJUSTED  
 HG0652  ___________________________________________________________________
 HG0652  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 HG0652  DYNAMIC HT  -         736.539 (meters)    2416.46  (feet)  COMP
 HG0652  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 HG0652
 HG0652  VERT ORDER  -  FIRST     CLASS II
 HG0652
 HG0652.The horizontal coordinates were scaled from a topographic map and have
 HG0652.an estimated accuracy of +/- 6 seconds.
 HG0652
 HG0652.The orthometric height was determined by differential leveling
 HG0652.and adjusted by the National Geodetic Survey in June 1991..
 HG0652
 HG0652.The geoid height was determined by GEOID03.
 HG0652
 HG0652.The dynamic height is computed by dividing the NAVD 88
 HG0652.geopotential number by the normal gravity value computed on the
 HG0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0652.degrees latitude (g = 980.6199 gals.).
 HG0652
 HG0652.The modeled gravity was interpolated from observed gravity values.
 HG0652
 HG0652;                    North         East    Units  Estimated Accuracy
 HG0652;SPC KS S     -   505,520.      292,830.      MT  (+/- 180 meters Scaled)
 HG0652
 HG0652                          SUPERSEDED SURVEY CONTROL
 HG0652
 HG0652.No superseded survey control is available for this station.
 HG0652
 HG0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG369629(NAD 83)
 HG0652_MARKER: I = METAL ROD
 HG0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0652_SP_SET: STAINLESS STEEL ROD
 HG0652_STAMPING: B 354 1986
 HG0652_MARK LOGO: NGS   
 HG0652_PROJECTION: FLUSH
 HG0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0652_ROD/PIPE-DEPTH: 11.0 meters
 HG0652
 HG0652  HISTORY     - Date     Condition        Report By
 HG0652  HISTORY     - 1986     MONUMENTED       NGS
 HG0652
 HG0652                          STATION DESCRIPTION
 HG0652
 HG0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0652'4.8 KM (3.0 MI) SE FROM FORD.
 HG0652'4.8 KM (3.0 MI) SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE POST OFFICE
 HG0652'AT FORD, AT THE NORTHWEST END OF A DIRT CUT, 0.22 KM (0.14 MI)
 HG0652'NORTHWEST OF MILEPOST 21, 0.15 KM (0.1 MI) SOUTHEAST OF A THREE
 HG0652'CHANNEL BRIDGE, 22.5 METERS (74 FT) NORTHEAST OF THE HIGHWAY
 HG0652'CENTERLINE, 77.7 METERS (257 FT) NORTHWEST OF A FENCE T JUNCTION,
 HG0652'18.9 METERS (62 FT) NORTHWEST OF THE THIRD POWER POLE SOUTHEAST OF THE
 HG0652'BRIDGE AND 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT OF WAY FENCE.
 HG0652'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0652'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 HG0652'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0751 ***********************************************************************
 HG0751  DESIGNATION -  B 355
 HG0751  PID         -  HG0751
 HG0751  STATE/COUNTY-  KS/HARPER
 HG0751  USGS QUAD   -  SPRING (1972)
 HG0751
 HG0751                         *CURRENT SURVEY CONTROL
 HG0751  ___________________________________________________________________
 HG0751* NAD 83(1986)-  37 00 53.     (N)    098 02 48.     (W)     SCALED    
 HG0751* NAVD 88     -       423.930  (meters)    1390.84   (feet)  ADJUSTED  
 HG0751  ___________________________________________________________________
 HG0751  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 HG0751  DYNAMIC HT  -         423.574 (meters)    1389.68  (feet)  COMP
 HG0751  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 HG0751
 HG0751  VERT ORDER  -  FIRST     CLASS II
 HG0751
 HG0751.The horizontal coordinates were scaled from a topographic map and have
 HG0751.an estimated accuracy of +/- 6 seconds.
 HG0751
 HG0751.The orthometric height was determined by differential leveling
 HG0751.and adjusted by the National Geodetic Survey in June 1991..
 HG0751
 HG0751.The geoid height was determined by GEOID03.
 HG0751
 HG0751.The dynamic height is computed by dividing the NAVD 88
 HG0751.geopotential number by the normal gravity value computed on the
 HG0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0751.degrees latitude (g = 980.6199 gals.).
 HG0751
 HG0751.The modeled gravity was interpolated from observed gravity values.
 HG0751
 HG0751;                    North         East    Units  Estimated Accuracy
 HG0751;SPC KS S     -   438,730.      440,350.      MT  (+/- 180 meters Scaled)
 HG0751
 HG0751                          SUPERSEDED SURVEY CONTROL
 HG0751
 HG0751.No superseded survey control is available for this station.
 HG0751
 HG0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF848969(NAD 83)
 HG0751_MARKER: I = METAL ROD
 HG0751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0751_SP_SET: STAINLESS STEEL ROD
 HG0751_STAMPING: B 355 1985
 HG0751_MARK LOGO: NGS   
 HG0751_PROJECTION: FLUSH
 HG0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0751_ROD/PIPE-DEPTH: 4.3  meters
 HG0751
 HG0751  HISTORY     - Date     Condition        Report By
 HG0751  HISTORY     - 1985     MONUMENTED       NGS
 HG0751
 HG0751                          STATION DESCRIPTION
 HG0751
 HG0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HG0751'3.0 KM (1.85 MI) NORTH FROM MANCHESTER OKLAHOMA.
 HG0751'0.19 KM (0.12 MI) WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 HG0751'MANCHESTER, THENCE 2.85 KM (1.77 MI) NORTH ALONG OKLAHOMA STATE
 HG0751'HIGHWAY 132 AND KANSAS STATE HIGHWAY 179, IN THE NORTHWEST CORNER OF
 HG0751'THE T JUNCTION OF A DIRT ROAD LEADING WEST, 1.88 KM (1.17 MI) NORTH OF
 HG0751'THE KANSAS-OKLAHOMA STATE LINE, 0.52 KM (0.32 MI) NORTH OF MILEPOST 1,
 HG0751'23.2 METERS (76 FT) WEST OF THE HIGHWAY CENTERLINE, 6.7 METERS (22 FT)
 HG0751'NORTH OF THE CENTER OF THE ROAD, 54.6 METERS (179 FT) SOUTHEAST OF A
 HG0751'RADIO TOWER, 23.0 METERS (75.5 FT) EAST-NORTHEAST OF THE SECOND POWER
 HG0751'POLE SOUTH OF THE TOWER AND 14.6 METERS (48 FT) SOUTH OF THE SOUTHEAST
 HG0751'CABLE TIE DOWN FOR THE TOWER.  NOTE--ACCESS TO DATUM POINT IS HAD
 HG0751'THROUGH A 5-INCH LOGO CAP.
 HG0751'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0751'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0742 ***********************************************************************
 HG0742  DESIGNATION -  B 356
 HG0742  PID         -  HG0742
 HG0742  STATE/COUNTY-  KS/KINGMAN
 HG0742  USGS QUAD   -  KINGMAN (1983)
 HG0742
 HG0742                         *CURRENT SURVEY CONTROL
 HG0742  ___________________________________________________________________
 HG0742* NAD 83(1986)-  37 38 35.     (N)    098 06 40.     (W)     SCALED    
 HG0742* NAVD 88     -       458.557  (meters)    1504.45   (feet)  ADJUSTED  
 HG0742  ___________________________________________________________________
 HG0742  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0742  DYNAMIC HT  -         458.179 (meters)    1503.21  (feet)  COMP
 HG0742  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 HG0742
 HG0742  VERT ORDER  -  FIRST     CLASS II
 HG0742
 HG0742.The horizontal coordinates were scaled from a topographic map and have
 HG0742.an estimated accuracy of +/- 6 seconds.
 HG0742
 HG0742.The orthometric height was determined by differential leveling
 HG0742.and adjusted by the National Geodetic Survey in June 1991..
 HG0742
 HG0742.The geoid height was determined by GEOID03.
 HG0742
 HG0742.The dynamic height is computed by dividing the NAVD 88
 HG0742.geopotential number by the normal gravity value computed on the
 HG0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0742.degrees latitude (g = 980.6199 gals.).
 HG0742
 HG0742.The modeled gravity was interpolated from observed gravity values.
 HG0742
 HG0742;                    North         East    Units  Estimated Accuracy
 HG0742;SPC KS S     -   508,440.      434,320.      MT  (+/- 180 meters Scaled)
 HG0742
 HG0742                          SUPERSEDED SURVEY CONTROL
 HG0742
 HG0742.No superseded survey control is available for this station.
 HG0742
 HG0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG784665(NAD 83)
 HG0742_MARKER: I = METAL ROD
 HG0742_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG0742_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG0742_STAMPING: B 356 1986
 HG0742_MARK LOGO: NGS   
 HG0742_PROJECTION: RECESSED 5 CENTIMETERS
 HG0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0742+STABILITY: POSITION/ELEVATION WELL
 HG0742_ROD/PIPE-DEPTH: 11.0 meters
 HG0742_SLEEVE-DEPTH  : 6.1 meters
 HG0742
 HG0742  HISTORY     - Date     Condition        Report By
 HG0742  HISTORY     - 1986     MONUMENTED       NGS
 HG0742
 HG0742                          STATION DESCRIPTION
 HG0742
 HG0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0742'IN KINGMAN.
 HG0742'IN KINGMAN, IN THE NORTHEAST CORNER OF THE KINGMAN COUNTY COURTHOUSE
 HG0742'LAWN, 13.4 METERS (44 FT) SOUTH OF THE CENTER OF AVENUE A, 15.8 METERS
 HG0742'(51.7 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE COURTHOUSE,
 HG0742'5.5 METERS (18 FT) EAST OF THE EAST EDGE OF THE NORTH ENTRANCE
 HG0742'SIDEWALK, 6.0 METERS (19.7 FT) SOUTH OF A STREET LITE, 3.7 METERS (12
 HG0742'FT) SOUTH-SOUTHEAST OF A 36-INCH SYCAMORE TREE, 3.8 METERS (12.4 FT)
 HG0742'WEST-NORTHWEST OF A PARKING FOR EMPLOYEES ONLY SIGN AND 6.8 METERS
 HG0742'(22.3 FT) SOUTH OF THE SOUTH CURB OF AVENUE A. NOTE--ACCESS TO DATUM
 HG0742'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0742'THE MARK IS 0.2 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0677 ***********************************************************************
 HG0677  DESIGNATION -  B 357
 HG0677  PID         -  HG0677
 HG0677  STATE/COUNTY-  KS/KIOWA
 HG0677  USGS QUAD   -  BRENHAM (1968)
 HG0677
 HG0677                         *CURRENT SURVEY CONTROL
 HG0677  ___________________________________________________________________
 HG0677* NAD 83(1986)-  37 36 34.     (N)    099 12 31.     (W)     SCALED    
 HG0677* NAVD 88     -       671.787  (meters)    2204.02   (feet)  ADJUSTED  
 HG0677  ___________________________________________________________________
 HG0677  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 HG0677  DYNAMIC HT  -         671.210 (meters)    2202.13  (feet)  COMP
 HG0677  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 HG0677
 HG0677  VERT ORDER  -  FIRST     CLASS II
 HG0677
 HG0677.The horizontal coordinates were scaled from a topographic map and have
 HG0677.an estimated accuracy of +/- 6 seconds.
 HG0677
 HG0677.The orthometric height was determined by differential leveling
 HG0677.and adjusted by the National Geodetic Survey in June 1991..
 HG0677
 HG0677.The geoid height was determined by GEOID03.
 HG0677
 HG0677.The dynamic height is computed by dividing the NAVD 88
 HG0677.geopotential number by the normal gravity value computed on the
 HG0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0677.degrees latitude (g = 980.6199 gals.).
 HG0677
 HG0677.The modeled gravity was interpolated from observed gravity values.
 HG0677
 HG0677;                    North         East    Units  Estimated Accuracy
 HG0677;SPC KS S     -   504,870.      337,440.      MT  (+/- 180 meters Scaled)
 HG0677
 HG0677                          SUPERSEDED SURVEY CONTROL
 HG0677
 HG0677.No superseded survey control is available for this station.
 HG0677
 HG0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG815625(NAD 83)
 HG0677_MARKER: DB = BENCH MARK DISK
 HG0677_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HG0677_SP_SET: GRAIN ELEVATOR
 HG0677_STAMPING: B 357 1986
 HG0677_MARK LOGO: NGS   
 HG0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0677+STABILITY: POSITION/ELEVATION WELL
 HG0677
 HG0677  HISTORY     - Date     Condition        Report By
 HG0677  HISTORY     - 1986     MONUMENTED       NGS
 HG0677
 HG0677                          STATION DESCRIPTION
 HG0677
 HG0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0677'7.4 KM (4.6 MI) EAST FROM GREENSBURG.
 HG0677'7.45 KM (4.65 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN
 HG0677'STREET AT GREENSBURG, VERTICALLY, IN THE SOUTHWEST FACE OF THE
 HG0677'SOUTHWEST WALL FOR THE WEST TRUCK ENTARANCE TO THE BRENHAM GRAIN
 HG0677'ELEVATOR, 100.6 METERS (330 FT) NORTH OF THE HIGHWAY CENTERLINE, 2.9
 HG0677'METERS (9.5 FT) SOUTH OF THE CENTER OF THE ELEVATOR ENTRANCE AND
 HG0677'1.5 METERS (5 FT) ABOVE THE GROUND.
 HG0677'THE MARK IS 1.5 M ABOVE THE HGIHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0430 ***********************************************************************
 JH0430  DESIGNATION -  B 358
 JH0430  PID         -  JH0430
 JH0430  STATE/COUNTY-  KS/FINNEY
 JH0430  USGS QUAD   -  LOWE (1976)
 JH0430
 JH0430                         *CURRENT SURVEY CONTROL
 JH0430  ___________________________________________________________________
 JH0430* NAD 83(1986)-  38 06 20.     (N)    100 53 05.     (W)     SCALED    
 JH0430* NAVD 88     -       872.299  (meters)    2861.87   (feet)  ADJUSTED  
 JH0430  ___________________________________________________________________
 JH0430  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 JH0430  DYNAMIC HT  -         871.533 (meters)    2859.35  (feet)  COMP
 JH0430  MODELED GRAV-     979,721.7   (mgal)                       NAVD 88
 JH0430
 JH0430  VERT ORDER  -  FIRST     CLASS II
 JH0430
 JH0430.The horizontal coordinates were scaled from a topographic map and have
 JH0430.an estimated accuracy of +/- 6 seconds.
 JH0430
 JH0430.The orthometric height was determined by differential leveling
 JH0430.and adjusted by the National Geodetic Survey in June 1991..
 JH0430
 JH0430.The geoid height was determined by GEOID03.
 JH0430
 JH0430.The dynamic height is computed by dividing the NAVD 88
 JH0430.geopotential number by the normal gravity value computed on the
 JH0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0430.degrees latitude (g = 980.6199 gals.).
 JH0430
 JH0430.The modeled gravity was interpolated from observed gravity values.
 JH0430
 JH0430;                    North         East    Units  Estimated Accuracy
 JH0430;SPC KS S     -   562,370.      190,880.      MT  (+/- 180 meters Scaled)
 JH0430
 JH0430                          SUPERSEDED SURVEY CONTROL
 JH0430
 JH0430.No superseded survey control is available for this station.
 JH0430
 JH0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH347192(NAD 83)
 JH0430_MARKER: DB = BENCH MARK DISK
 JH0430_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JH0430+WITH SETTING: PAVEMENT
 JH0430_SP_SET: WELL PAD
 JH0430_STAMPING: B 358 1986
 JH0430_MARK LOGO: NGS   
 JH0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0430+STABILITY: SURFACE MOTION
 JH0430
 JH0430  HISTORY     - Date     Condition        Report By
 JH0430  HISTORY     - 1986     MONUMENTED       NGS
 JH0430
 JH0430                          STATION DESCRIPTION
 JH0430
 JH0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0430'14.5 KM (9.0 MI) NORTH FROM GARDEN CITY.
 JH0430'14.55 KM (9.1 MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0430'HIGHWAY 50 WEST AT GARDEN CITY, IN THE SOUTHWEST CORNER OF THE
 JH0430'JUNCTION OF A DIRT ROAD, IN THE NORTH EDGE OF A 54-INCH IN DIAMETER
 JH0430'CONCRETE WELL PAD ATTACHED TO A WELL CASING 210-FEET DEEP, 64.4 METERS
 JH0430'(211.5 FT) WEST OF THE HIGHWAY CENTERLINE, 15.8 METERS (52 FT) SOUTH
 JH0430'OF THE CENTER OF THE ROAD AND 0.6 METER (2 FT) NORTH OF THE CENTER OF
 JH0430'AN IRRIGATION PUMP.
 JH0430'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0705 ***********************************************************************
 HG0705  DESIGNATION -  B 359
 HG0705  PID         -  HG0705
 HG0705  STATE/COUNTY-  KS/PRATT
 HG0705  USGS QUAD   -  PRATT (1968)
 HG0705
 HG0705                         *CURRENT SURVEY CONTROL
 HG0705  ___________________________________________________________________
 HG0705* NAD 83(1986)-  37 38 37.     (N)    098 43 49.     (W)     SCALED    
 HG0705* NAVD 88     -       571.364  (meters)    1874.55   (feet)  ADJUSTED  
 HG0705  ___________________________________________________________________
 HG0705  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 HG0705  DYNAMIC HT  -         570.884 (meters)    1872.98  (feet)  COMP
 HG0705  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 HG0705
 HG0705  VERT ORDER  -  FIRST     CLASS II
 HG0705
 HG0705.The horizontal coordinates were scaled from a topographic map and have
 HG0705.an estimated accuracy of +/- 6 seconds.
 HG0705
 HG0705.The orthometric height was determined by differential leveling
 HG0705.and adjusted by the National Geodetic Survey in June 1991..
 HG0705
 HG0705.The geoid height was determined by GEOID03.
 HG0705
 HG0705.The dynamic height is computed by dividing the NAVD 88
 HG0705.geopotential number by the normal gravity value computed on the
 HG0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0705.degrees latitude (g = 980.6199 gals.).
 HG0705
 HG0705.The modeled gravity was interpolated from observed gravity values.
 HG0705
 HG0705;                    North         East    Units  Estimated Accuracy
 HG0705;SPC KS S     -   508,450.      379,680.      MT  (+/- 180 meters Scaled)
 HG0705
 HG0705                          SUPERSEDED SURVEY CONTROL
 HG0705
 HG0705.No superseded survey control is available for this station.
 HG0705
 HG0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG237663(NAD 83)
 HG0705_MARKER: I = METAL ROD
 HG0705_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0705_SP_SET: STAINLESS STEEL ROD
 HG0705_STAMPING: B 359 1986
 HG0705_MARK LOGO: NGS   
 HG0705_PROJECTION: FLUSH
 HG0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0705_ROD/PIPE-DEPTH: 11.5 meters
 HG0705
 HG0705  HISTORY     - Date     Condition        Report By
 HG0705  HISTORY     - 1986     MONUMENTED       NGS
 HG0705
 HG0705                          STATION DESCRIPTION
 HG0705
 HG0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0705'IN PRATT.
 HG0705'IN PRATT, IN THE SOUTHWEST CORNER OF THE JUNCTION OF 3RD STREET AND
 HG0705'HASKELL STREET, 30.4 METERS (100 FT) SOUTH OF THE CENTER OF 3RD
 HG0705'STREET, 22.5 METERS (74 FT) WEST OF THE CENTER OF HASKELL STREET AND
 HG0705'0.3 METER (1 FT) EAST OF THE NORTHEAST CORNER OF A 15 BY 15 FOOT BRICK
 HG0705'WELL HOUSE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HG0705'CAP.
 HG0705'THE MARK IS 2.0 M ABOVE 3RD STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0348 ***********************************************************************
 HG0348  DESIGNATION -  B 36
 HG0348  PID         -  HG0348
 HG0348  STATE/COUNTY-  KS/PRATT
 HG0348  USGS QUAD   -  COATS NE (1968)
 HG0348
 HG0348                         *CURRENT SURVEY CONTROL
 HG0348  ___________________________________________________________________
 HG0348* NAD 83(1986)-  37 38 30.     (N)    098 49 51.     (W)     SCALED    
 HG0348* NAVD 88     -       603.091  (meters)    1978.64   (feet)  POSTED    
 HG0348  ___________________________________________________________________
 HG0348  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 HG0348  DYNAMIC HT  -         602.580 (meters)    1976.96  (feet)  COMP
 HG0348  MODELED GRAV-     979,768.6   (mgal)                       NAVD 88
 HG0348
 HG0348  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HG0348
 HG0348.The horizontal coordinates were scaled from a topographic map and have
 HG0348.an estimated accuracy of +/- 6 seconds.
 HG0348
 HG0348.The orthometric height was determined by differential leveling
 HG0348.and adjusted by the National Geodetic Survey in 1992..
 HG0348.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HG0348.rate of 0.0 thru 1.0 mm/km.
 HG0348
 HG0348.The geoid height was determined by GEOID03.
 HG0348
 HG0348.The dynamic height is computed by dividing the NAVD 88
 HG0348.geopotential number by the normal gravity value computed on the
 HG0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0348.degrees latitude (g = 980.6199 gals.).
 HG0348
 HG0348.The modeled gravity was interpolated from observed gravity values.
 HG0348
 HG0348;                    North         East    Units  Estimated Accuracy
 HG0348;SPC KS S     -   508,260.      370,800.      MT  (+/- 180 meters Scaled)
 HG0348
 HG0348                          SUPERSEDED SURVEY CONTROL
 HG0348
 HG0348  NGVD 29 (??/??/92)  602.822  (m)         1977.76   (f) ADJ UNCH    1 2
 HG0348
 HG0348.Superseded values are not recommended for survey control.
 HG0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0348.See file dsdata.txt to determine how the superseded data were derived.
 HG0348
 HG0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG149660(NAD 83)
 HG0348_MARKER: DB = BENCH MARK DISK
 HG0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0348_STAMPING: B 36 1934
 HG0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0348+STABILITY: SURFACE MOTION
 HG0348
 HG0348  HISTORY     - Date     Condition        Report By
 HG0348  HISTORY     - 1934     MONUMENTED       CGS
 HG0348  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0348
 HG0348                          STATION DESCRIPTION
 HG0348
 HG0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0348'5.1 MI W FROM PRATT.
 HG0348'ABOUT 5.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0348'RAILWAY FROM THE STATION AT PRATT, PRATT COUNTY, AT MILEAGE
 HG0348'303.21, 38 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 25
 HG0348'FEET EAST OF THE CENTER LINE OF THE ROAD, AND 25 FEET NORTH OF
 HG0348'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED B 36 1934
 HG0348'AND SET IN THE TOP OF A CONCRETE POST.
 HG0348
 HG0348                          STATION RECOVERY (1986)
 HG0348
 HG0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0348'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0728 ***********************************************************************
 HG0728  DESIGNATION -  B 360
 HG0728  PID         -  HG0728
 HG0728  STATE/COUNTY-  KS/KINGMAN
 HG0728  USGS QUAD   -  PENALOSA (1967)
 HG0728
 HG0728                         *CURRENT SURVEY CONTROL
 HG0728  ___________________________________________________________________
 HG0728* NAD 83(1986)-  37 38 47.     (N)    098 19 08.     (W)     SCALED    
 HG0728* NAVD 88     -       507.605  (meters)    1665.37   (feet)  ADJUSTED  
 HG0728  ___________________________________________________________________
 HG0728  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 HG0728  DYNAMIC HT  -         507.181 (meters)    1663.98  (feet)  COMP
 HG0728  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 HG0728
 HG0728  VERT ORDER  -  FIRST     CLASS II
 HG0728
 HG0728.The horizontal coordinates were scaled from a topographic map and have
 HG0728.an estimated accuracy of +/- 6 seconds.
 HG0728
 HG0728.The orthometric height was determined by differential leveling
 HG0728.and adjusted by the National Geodetic Survey in June 1991..
 HG0728
 HG0728.The geoid height was determined by GEOID03.
 HG0728
 HG0728.The dynamic height is computed by dividing the NAVD 88
 HG0728.geopotential number by the normal gravity value computed on the
 HG0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0728.degrees latitude (g = 980.6199 gals.).
 HG0728
 HG0728.The modeled gravity was interpolated from observed gravity values.
 HG0728
 HG0728;                    North         East    Units  Estimated Accuracy
 HG0728;SPC KS S     -   508,750.      415,980.      MT  (+/- 180 meters Scaled)
 HG0728
 HG0728                          SUPERSEDED SURVEY CONTROL
 HG0728
 HG0728.No superseded survey control is available for this station.
 HG0728
 HG0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG600668(NAD 83)
 HG0728_MARKER: I = METAL ROD
 HG0728_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0728_SP_SET: STAINLESS STEEL ROD
 HG0728_STAMPING: B 360 1986
 HG0728_MARK LOGO: NGS   
 HG0728_PROJECTION: FLUSH
 HG0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0728_ROD/PIPE-DEPTH: 15.8 meters
 HG0728
 HG0728  HISTORY     - Date     Condition        Report By
 HG0728  HISTORY     - 1986     MONUMENTED       NGS
 HG0728
 HG0728                          STATION DESCRIPTION
 HG0728
 HG0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0728'9.6 KM (5.95 MI) EAST FROM CUNNINGHAM.
 HG0728'9.66 KM (6.03 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF COUNTY
 HG0728'ROAD 359 AT CUNNINGHAM, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 HG0728'PAVED ROAD LEADING NORTH, 140.8 METERS (462 FT) NORTH OF THE HIGHWAY
 HG0728'CENTERLINE, 23.7 METERS (78 FT) SOUTH OF THE EAST END OF A 18-INCH
 HG0728'METAL PIPE CULVERT, 10.5 METERS (34.5 FT) EAST OF THE CENTER OF THE
 HG0728'ROAD AND 0.3 METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM
 HG0728'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0728'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HG0728'THE MARK IS 0.4 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0483 ***********************************************************************
 JH0483  DESIGNATION -  B 361
 JH0483  PID         -  JH0483
 JH0483  STATE/COUNTY-  KS/LOGAN
 JH0483  USGS QUAD   -  ELKADER NE (1972)
 JH0483
 JH0483                         *CURRENT SURVEY CONTROL
 JH0483  ___________________________________________________________________
 JH0483* NAD 83(1986)-  38 56 45.     (N)    100 51 07.     (W)     SCALED    
 JH0483* NAVD 88     -       920.647  (meters)    3020.49   (feet)  ADJUSTED  
 JH0483  ___________________________________________________________________
 JH0483  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 JH0483  DYNAMIC HT  -         919.907 (meters)    3018.06  (feet)  COMP
 JH0483  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 JH0483
 JH0483  VERT ORDER  -  FIRST     CLASS II
 JH0483
 JH0483.The horizontal coordinates were scaled from a topographic map and have
 JH0483.an estimated accuracy of +/- 6 seconds.
 JH0483
 JH0483.The orthometric height was determined by differential leveling
 JH0483.and adjusted by the National Geodetic Survey in June 1991..
 JH0483
 JH0483.The geoid height was determined by GEOID03.
 JH0483
 JH0483.The dynamic height is computed by dividing the NAVD 88
 JH0483.geopotential number by the normal gravity value computed on the
 JH0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0483.degrees latitude (g = 980.6199 gals.).
 JH0483
 JH0483.The modeled gravity was interpolated from observed gravity values.
 JH0483
 JH0483;                    North         East    Units  Estimated Accuracy
 JH0483;SPC KS N     -    71,890.      152,810.      MT  (+/- 180 meters Scaled)
 JH0483
 JH0483                          SUPERSEDED SURVEY CONTROL
 JH0483
 JH0483  NGVD 29 (02/14/92)  920.306  (m)         3019.37   (f) ADJUSTED    1 2
 JH0483
 JH0483.Superseded values are not recommended for survey control.
 JH0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0483.See file dsdata.txt to determine how the superseded data were derived.
 JH0483
 JH0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ395123(NAD 83)
 JH0483_MARKER: I = METAL ROD
 JH0483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0483_SP_SET: STAINLESS STEEL ROD
 JH0483_STAMPING: B 361 1986
 JH0483_MARK LOGO: NGS   
 JH0483_PROJECTION: FLUSH
 JH0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0483_ROD/PIPE-DEPTH: 6.7  meters
 JH0483
 JH0483  HISTORY     - Date     Condition        Report By
 JH0483  HISTORY     - 1986     MONUMENTED       NGS
 JH0483
 JH0483                          STATION DESCRIPTION
 JH0483
 JH0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0483'19.0 KM (11.8 MI) SOUTH FROM OAKLEY.
 JH0483'19.07 KM (11.91 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0483'HIGHWAY 40 AT OAKLEY, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A
 JH0483'FIELD ENTRANCE ROAD, 0.55 KM (0.34 MI) NORTH OF MILEPOST 139, 14.6
 JH0483'METERS (48 FT) WEST OF THE HIGHWAY CENTERLINE, 4.2 METERS (14 FT)
 JH0483'NORTH OF THE CENTER OF THE ROAD AND 4.1 METERS (13.5 FT) NORTHWEST OF
 JH0483'THE NORTH END OF A CONCRETE CULVERT.
 JH0483'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0483'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0570 ***********************************************************************
 KH0570  DESIGNATION -  B 362
 KH0570  PID         -  KH0570
 KH0570  STATE/COUNTY-  KS/GOVE
 KH0570  USGS QUAD   -  SUNNY SLOPE LAKE (1979)
 KH0570
 KH0570                         *CURRENT SURVEY CONTROL
 KH0570  ___________________________________________________________________
 KH0570* NAD 83(1986)-  39 07 07.     (N)    100 33 42.     (W)     SCALED    
 KH0570* NAVD 88     -       871.192  (meters)    2858.24   (feet)  ADJUSTED  
 KH0570  ___________________________________________________________________
 KH0570  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 KH0570  DYNAMIC HT  -         870.507 (meters)    2855.99  (feet)  COMP
 KH0570  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 KH0570
 KH0570  VERT ORDER  -  FIRST     CLASS II
 KH0570
 KH0570.The horizontal coordinates were scaled from a topographic map and have
 KH0570.an estimated accuracy of +/- 6 seconds.
 KH0570
 KH0570.The orthometric height was determined by differential leveling
 KH0570.and adjusted by the National Geodetic Survey in June 1991..
 KH0570
 KH0570.The geoid height was determined by GEOID03.
 KH0570
 KH0570.The dynamic height is computed by dividing the NAVD 88
 KH0570.geopotential number by the normal gravity value computed on the
 KH0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0570.degrees latitude (g = 980.6199 gals.).
 KH0570
 KH0570.The modeled gravity was interpolated from observed gravity values.
 KH0570
 KH0570;                    North         East    Units  Estimated Accuracy
 KH0570;SPC KS N     -    90,310.      178,500.      MT  (+/- 180 meters Scaled)
 KH0570
 KH0570                          SUPERSEDED SURVEY CONTROL
 KH0570
 KH0570  NGVD 29 (02/14/92)  870.857  (m)         2857.14   (f) ADJUSTED    1 2
 KH0570
 KH0570.Superseded values are not recommended for survey control.
 KH0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0570.See file dsdata.txt to determine how the superseded data were derived.
 KH0570
 KH0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ649311(NAD 83)
 KH0570_MARKER: I = METAL ROD
 KH0570_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KH0570_SP_SET: STAINLESS STEEL ROD
 KH0570_STAMPING: B 362 1986
 KH0570_MARK LOGO: NGS   
 KH0570_PROJECTION: FLUSH
 KH0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0570_ROD/PIPE-DEPTH: 7.3  meters
 KH0570
 KH0570  HISTORY     - Date     Condition        Report By
 KH0570  HISTORY     - 1986     MONUMENTED       NGS
 KH0570
 KH0570                          STATION DESCRIPTION
 KH0570
 KH0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KH0570'5.6 KM (3.5 MI) EAST FROM GRINNELL.
 KH0570'5.59 KM (3.49 MI) EAST ALONG OLD US HIGHWAY 40 FROM THE T JUNCTION OF
 KH0570'STATE HIGHWAY 216 SOUTH AT GRINNELL, 0.27 KM (0.17 MI) EAST OF A
 KH0570'DRIVEWAY LEADING TO A HOUSE, 11.2 METERS (37 FT) SOUTH OF THE HIGHWAY
 KH0570'CENTERLINE AND 0.3 METER (1 FT) EAST OF A FENCE CORNER.  NOTE--ACCESS
 KH0570'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KH0570'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KH0570'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0662 ***********************************************************************
 HH0662  DESIGNATION -  B 363
 HH0662  PID         -  HH0662
 HH0662  STATE/COUNTY-  KS/KEARNY
 HH0662  USGS QUAD   -  LAKIN NW (1966)
 HH0662
 HH0662                         *CURRENT SURVEY CONTROL
 HH0662  ___________________________________________________________________
 HH0662* NAD 83(1986)-  37 56 38.     (N)    101 22 39.     (W)     SCALED    
 HH0662* NAVD 88     -       995.451  (meters)    3265.91   (feet)  ADJUSTED  
 HH0662  ___________________________________________________________________
 HH0662  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 HH0662  DYNAMIC HT  -         994.531 (meters)    3262.89  (feet)  COMP
 HH0662  MODELED GRAV-     979,671.5   (mgal)                       NAVD 88
 HH0662
 HH0662  VERT ORDER  -  FIRST     CLASS II
 HH0662
 HH0662.The horizontal coordinates were scaled from a topographic map and have
 HH0662.an estimated accuracy of +/- 6 seconds.
 HH0662
 HH0662.The orthometric height was determined by differential leveling
 HH0662.and adjusted by the National Geodetic Survey in June 1991..
 HH0662
 HH0662.The geoid height was determined by GEOID03.
 HH0662
 HH0662.The dynamic height is computed by dividing the NAVD 88
 HH0662.geopotential number by the normal gravity value computed on the
 HH0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0662.degrees latitude (g = 980.6199 gals.).
 HH0662
 HH0662.The modeled gravity was interpolated from observed gravity values.
 HH0662
 HH0662;                    North         East    Units  Estimated Accuracy
 HH0662;SPC KS S     -   545,660.      147,130.      MT  (+/- 180 meters Scaled)
 HH0662
 HH0662                          SUPERSEDED SURVEY CONTROL
 HH0662
 HH0662.No superseded survey control is available for this station.
 HH0662
 HH0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH910022(NAD 83)
 HH0662_MARKER: I = METAL ROD
 HH0662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0662_SP_SET: STAINLESS STEEL ROD
 HH0662_STAMPING: B 363 1986
 HH0662_MARK LOGO: NGS   
 HH0662_PROJECTION: FLUSH
 HH0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0662_ROD/PIPE-DEPTH: 8.5  meters
 HH0662
 HH0662  HISTORY     - Date     Condition        Report By
 HH0662  HISTORY     - 1986     MONUMENTED       NGS
 HH0662
 HH0662                          STATION DESCRIPTION
 HH0662
 HH0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0662'16.0 KM (9.95 MI) EAST FROM KENDALL.
 HH0662'0.08 KM (0.05 MI) SOUTHEAST ALONG A DIRT STREET FROM THE POST OFFICE
 HH0662'AT KENDALL, THENCE 1.0 KM (0.65 MI) NORTHEAST ALONG AN ASPHALT ROAD,
 HH0662'THENCE 14.8 KM (9.15 MI) EAST ALONG US HIGHWAY 50, AT ROAD J 23
 HH0662'LEADING SOUTH, 22.3 METERS (73 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 HH0662'16.8 METERS (55 FT) WEST OF THE CENTER OF THE ROAD, 7.3 METERS (24 FT)
 HH0662'WEST OF A TELEPHONE JUNCTION BOX, 6.1 METERS (20 FT) WEST OF A FENCE
 HH0662'CORNER, 0.76 METER (2.5 FT) WEST OF A POWER POLE AND 0.76 METER (2.5
 HH0662'FT) NORTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 HH0662'HAD THROUGH A 5-INCH LOGO CAP.
 HH0662'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HH0662'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0455 ***********************************************************************
 JH0455  DESIGNATION -  B 364
 JH0455  PID         -  JH0455
 JH0455  STATE/COUNTY-  KS/SCOTT
 JH0455  USGS QUAD   -  SCOTT CITY (1976)
 JH0455
 JH0455                         *CURRENT SURVEY CONTROL
 JH0455  ___________________________________________________________________
 JH0455* NAD 83(1986)-  38 28 49.     (N)    100 54 24.     (W)     SCALED    
 JH0455* NAVD 88     -       908.181  (meters)    2979.59   (feet)  ADJUSTED  
 JH0455  ___________________________________________________________________
 JH0455  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JH0455  DYNAMIC HT  -         907.412 (meters)    2977.07  (feet)  COMP
 JH0455  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 JH0455
 JH0455  VERT ORDER  -  FIRST     CLASS II
 JH0455
 JH0455.The horizontal coordinates were scaled from a topographic map and have
 JH0455.an estimated accuracy of +/- 6 seconds.
 JH0455
 JH0455.The orthometric height was determined by differential leveling
 JH0455.and adjusted by the National Geodetic Survey in June 1991..
 JH0455
 JH0455.The geoid height was determined by GEOID03.
 JH0455
 JH0455.The dynamic height is computed by dividing the NAVD 88
 JH0455.geopotential number by the normal gravity value computed on the
 JH0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0455.degrees latitude (g = 980.6199 gals.).
 JH0455
 JH0455.The modeled gravity was interpolated from observed gravity values.
 JH0455
 JH0455;                    North         East    Units  Estimated Accuracy
 JH0455;SPC KS S     -   604,000.      190,030.      MT  (+/- 180 meters Scaled)
 JH0455
 JH0455                          SUPERSEDED SURVEY CONTROL
 JH0455
 JH0455.No superseded survey control is available for this station.
 JH0455
 JH0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH336608(NAD 83)
 JH0455_MARKER: DB = BENCH MARK DISK
 JH0455_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JH0455_SP_SET: BUILDING
 JH0455_STAMPING: B 364 1986
 JH0455_MARK LOGO: NGS   
 JH0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JH0455+STABILITY: POSITION/ELEVATION WELL
 JH0455
 JH0455  HISTORY     - Date     Condition        Report By
 JH0455  HISTORY     - 1986     MONUMENTED       NGS
 JH0455
 JH0455                          STATION DESCRIPTION
 JH0455
 JH0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0455'0.5 KM (0.3 MI) SOUTH FROM SCOTT CITY.
 JH0455'0.5 KM (0.3 MI) SOUTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0455'SCOTT CITY, VERTICALLY IN THE WEST FACE OF AND 0.3 METER (1 FT) SOUTH
 JH0455'OF THE NORTHWEST CORNER OF THE SCOTT CITY HIGH SCHOOL, 18.3 METERS (60
 JH0455'FT) EAST OF THE EAST CURB OF MAIN STREET, 24.5 METERS (80.5 FT) SOUTH
 JH0455'OF THE SOUTH CURB OF 7TH STREET, 12.8 METERS (42 FT) NORTHEAST OF THE
 JH0455'FLAG POLE AND 1.2 METER (4 FT) ABOVE THE GROUND.
 JH0455'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0481 ***********************************************************************
 KG0481  DESIGNATION -  B 365
 KG0481  PID         -  KG0481
 KG0481  STATE/COUNTY-  KS/GRAHAM
 KG0481  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0481
 KG0481                         *CURRENT SURVEY CONTROL
 KG0481  ___________________________________________________________________
 KG0481* NAD 83(1997)-  39 19 42.59889(N)    099 50 46.79472(W)     ADJUSTED  
 KG0481* NAVD 88     -       664.967  (meters)    2181.65   (feet)  ADJUSTED  
 KG0481  ___________________________________________________________________
 KG0481  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 KG0481  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 KG0481  DYNAMIC HT  -         664.490 (meters)    2180.08  (feet)  COMP
 KG0481  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 KG0481
 KG0481  HORZ ORDER  -  THIRD
 KG0481  VERT ORDER  -  FIRST     CLASS II
 KG0481
 KG0481.The horizontal coordinates were established by GPS observations
 KG0481.and adjusted by the National Geodetic Survey in October 1998..
 KG0481
 KG0481.The orthometric height was determined by differential leveling
 KG0481.and adjusted by the National Geodetic Survey in June 1991..
 KG0481
 KG0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0481
 KG0481.The geoid height was determined by GEOID03.
 KG0481
 KG0481.The dynamic height is computed by dividing the NAVD 88
 KG0481.geopotential number by the normal gravity value computed on the
 KG0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0481.degrees latitude (g = 980.6199 gals.).
 KG0481
 KG0481.The modeled gravity was interpolated from observed gravity values.
 KG0481
 KG0481;                    North         East     Units Scale Factor Converg.
 KG0481;SPC KS N     -   112,098.049   240,818.864   MT  0.99995777   -1 10 05.5
 KG0481;UTM  14      - 4,353,573.033   427,054.190   MT  0.99966551   -0 32 11.0
 KG0481
 KG0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0481!SPC KS N     -   0.99989968  x   0.99995777  =   0.99985746
 KG0481!UTM  14      -   0.99989968  x   0.99966551  =   0.99956523
 KG0481
 KG0481                          SUPERSEDED SURVEY CONTROL
 KG0481
 KG0481  NAD 83(1986)-  39 19 42.60116(N)    099 50 46.79463(W) AD(       ) 3
 KG0481  NGVD 29 (02/14/92)  664.678  (m)         2180.70   (f) ADJUSTED    1 2
 KG0481
 KG0481.Superseded values are not recommended for survey control.
 KG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0481.See file dsdata.txt to determine how the superseded data were derived.
 KG0481
 KG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2705453573(NAD 83)
 KG0481_MARKER: I = METAL ROD
 KG0481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0481_SP_SET: STAINLESS STEEL ROD
 KG0481_STAMPING: B 365 1986
 KG0481_MARK LOGO: NGS   
 KG0481_PROJECTION: FLUSH
 KG0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0481+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1991
 KG0481_ROD/PIPE-DEPTH: 8.5  meters
 KG0481
 KG0481  HISTORY     - Date     Condition        Report By
 KG0481  HISTORY     - 1986     MONUMENTED       NGS
 KG0481  HISTORY     - 19910331 GOOD             NGS
 KG0481
 KG0481                          STATION DESCRIPTION
 KG0481
 KG0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0481'4.0 KM (2.5 MI) SOUTH FROM HILL CITY.
 KG0481'4.03 KM (2.51 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0481'HIGHWAY 24 AT HILL CITY, IN THE NORTHEAST CORNER OF THE T JUNCTION OF
 KG0481'A DIRT ROAD, 34.4 METERS (103 FT) EAST OF THE HIGHWAY CENTERLINE, 77.6
 KG0481'METERS (254.5 FT) SOUTHEAST OF MILEPOST 169, 21.9 METERS (72 FT) NORTH
 KG0481'OF THE CENTER OF THE ROAD, 6.1 METERS (20 FT) SOUTH OF A T JUNCTION
 KG0481'POWER POLE, 1.2 METERS (4 FT) EAST OF A CONCRETE RIGHT OF WAY MARKER
 KG0481'AND 0.6 METER (2 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 KG0481'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KG0481'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KG0481'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 KG0481
 KG0481                          STATION RECOVERY (1991)
 KG0481
 KG0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KG0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1299 ***********************************************************************
 JF1299  DESIGNATION -  B 367
 JF1299  PID         -  JF1299
 JF1299  STATE/COUNTY-  KS/RENO
 JF1299  USGS QUAD   -  HUTCHINSON SE (1978)
 JF1299
 JF1299                         *CURRENT SURVEY CONTROL
 JF1299  ___________________________________________________________________
 JF1299* NAD 83(1986)-  38 06 57.     (N)    097 51 50.     (W)     SCALED    
 JF1299* NAVD 88     -       484.143  (meters)    1588.39   (feet)  ADJUSTED  
 JF1299  ___________________________________________________________________
 JF1299  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF1299  DYNAMIC HT  -         483.770 (meters)    1587.17  (feet)  COMP
 JF1299  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 JF1299
 JF1299  VERT ORDER  -  FIRST     CLASS II
 JF1299
 JF1299.The horizontal coordinates were scaled from a topographic map and have
 JF1299.an estimated accuracy of +/- 6 seconds.
 JF1299
 JF1299.The orthometric height was determined by differential leveling
 JF1299.and adjusted by the National Geodetic Survey in June 1991..
 JF1299
 JF1299.The geoid height was determined by GEOID03.
 JF1299
 JF1299.The dynamic height is computed by dividing the NAVD 88
 JF1299.geopotential number by the normal gravity value computed on the
 JF1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1299.degrees latitude (g = 980.6199 gals.).
 JF1299
 JF1299.The modeled gravity was interpolated from observed gravity values.
 JF1299
 JF1299;                    North         East    Units  Estimated Accuracy
 JF1299;SPC KS S     -   561,030.      455,780.      MT  (+/- 180 meters Scaled)
 JF1299
 JF1299                          SUPERSEDED SURVEY CONTROL
 JF1299
 JF1299.No superseded survey control is available for this station.
 JF1299
 JF1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH995192(NAD 83)
 JF1299_MARKER: I = METAL ROD
 JF1299_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JF1299_SP_SET: STAINLESS STEEL ROD
 JF1299_STAMPING: B 367 1986
 JF1299_MARK LOGO: NGS   
 JF1299_PROJECTION: FLUSH
 JF1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1299_ROD/PIPE-DEPTH: 13.0 meters
 JF1299
 JF1299  HISTORY     - Date     Condition        Report By
 JF1299  HISTORY     - 1986     MONUMENTED       NGS
 JF1299
 JF1299                          STATION DESCRIPTION
 JF1299
 JF1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1299'11.1 KM (6.9 MI) NE FROM HUTCHINSON.
 JF1299'11.1 KM (6.9 MI) NORTHEASTERLY ALONG STATE HIGHWAY 61 FROM ITS
 JF1299'JUNCTION WITH U.S. HIGHWAY 50 IN HUTCHINSON, 22.2 M (72.8 FT) EAST OF
 JF1299'THE CENTERLINE OF THE HIGHWAY, 20.2 M (66.3 FT) NORTH OF THE CENTER OF
 JF1299'A GRAVELED ROAD LEADING EAST, 10.7 M (35.1 FT) WEST OF THE NEAR RAIL
 JF1299'OF THE SOUTHERN PACIFIC RAILROAD, AND 1.2 M (3.9 FT) NORTH OF A
 JF1299'UTILITY POLE WITH 2 GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD
 JF1299'THROUGH A 5-INCH LOGO CAP.
 JF1299'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JF1299'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1081 ***********************************************************************
 KE1081  DESIGNATION -  B 368
 KE1081  PID         -  KE1081
 KE1081  STATE/COUNTY-  KS/DOUGLAS
 KE1081  USGS QUAD   -  PERRY (1975)
 KE1081
 KE1081                         *CURRENT SURVEY CONTROL
 KE1081  ___________________________________________________________________
 KE1081* NAD 83(1986)-  39 01 20.     (N)    095 24 36.     (W)     SCALED    
 KE1081* NAVD 88     -       303.432  (meters)     995.51   (feet)  ADJUSTED  
 KE1081  ___________________________________________________________________
 KE1081  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KE1081  DYNAMIC HT  -         303.233 (meters)     994.86  (feet)  COMP
 KE1081  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 KE1081
 KE1081  VERT ORDER  -  FIRST     CLASS II
 KE1081
 KE1081.The horizontal coordinates were scaled from a topographic map and have
 KE1081.an estimated accuracy of +/- 6 seconds.
 KE1081
 KE1081.The orthometric height was determined by differential leveling
 KE1081.and adjusted by the National Geodetic Survey in June 1991..
 KE1081
 KE1081.The geoid height was determined by GEOID03.
 KE1081
 KE1081.The dynamic height is computed by dividing the NAVD 88
 KE1081.geopotential number by the normal gravity value computed on the
 KE1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1081.degrees latitude (g = 980.6199 gals.).
 KE1081
 KE1081.The modeled gravity was interpolated from observed gravity values.
 KE1081
 KE1081;                    North         East    Units  Estimated Accuracy
 KE1081;SPC KS N     -    79,680.      624,250.      MT  (+/- 180 meters Scaled)
 KE1081
 KE1081                          SUPERSEDED SURVEY CONTROL
 KE1081
 KE1081.No superseded survey control is available for this station.
 KE1081
 KE1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD913220(NAD 83)
 KE1081_MARKER: I = METAL ROD
 KE1081_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KE1081+WITH SETTING: INFORMATION.
 KE1081_SP_SET: SHALLOW-SET METAL ROD
 KE1081_STAMPING: B 368 1986
 KE1081_MARK LOGO: NGS   
 KE1081_PROJECTION: FLUSH
 KE1081_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1081+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1997
 KE1081_ROD/PIPE-DEPTH: 2.2  meters
 KE1081
 KE1081  HISTORY     - Date     Condition        Report By
 KE1081  HISTORY     - 1986     MONUMENTED       NGS
 KE1081  HISTORY     - 19971107 GOOD             NGS
 KE1081
 KE1081                          STATION DESCRIPTION
 KE1081
 KE1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1081'17.7 KM (11.0 MI) WEST FROM LAWRENCE.
 KE1081'15.0 KM (9.3 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KE1081'U.S. HIGHWAY 59 IN LAWRENCE, THENCE 2.7 KM (1.7 MI) ALONG COUNTY ROAD
 KE1081'500 E, 26.2 M (86.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD LEADING
 KE1081'WEST, AND 7.8 M (25.6 FT) WEST OF THE CENTER OF THE ROAD.
 KE1081'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1081'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KE1081'THE MARK IS 0.6 M ABOVE THE ROAD.
 KE1081
 KE1081                          STATION RECOVERY (1997)
 KE1081
 KE1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 KE1081'1.4 KM (0.85 MI) WESTERLY ALONG WOODSON AVENUE AND THEN COUNTY ROAD
 KE1081'2100 NORTH FROM THE POST OFFICE IN LECOMPTON, THENCE 2.4 KM (1.50 MI)
 KE1081'SOUTHERLY ALONG COUNTY ROAD 500 EAST, 28.5 M (93.5 FT) NORTH OF THE
 KE1081'CENTER OF COUNTY ROAD 1950 NORTH, 7.7 M (25.3 FT) WEST OF THE ROAD
 KE1081'CENTER, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT)
 KE1081'EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 KE1081'THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN 2.2 METERS TO REFUSAL,
 KE1081'FLUSH AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1309 ***********************************************************************
 JF1309  DESIGNATION -  B 369
 JF1309  PID         -  JF1309
 JF1309  STATE/COUNTY-  KS/MCPHERSON
 JF1309  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF1309
 JF1309                         *CURRENT SURVEY CONTROL
 JF1309  ___________________________________________________________________
 JF1309* NAD 83(1986)-  38 22 36.     (N)    097 38 36.     (W)     SCALED    
 JF1309* NAVD 88     -       455.478  (meters)    1494.35   (feet)  ADJUSTED  
 JF1309  ___________________________________________________________________
 JF1309  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF1309  DYNAMIC HT  -         455.148 (meters)    1493.26  (feet)  COMP
 JF1309  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 JF1309
 JF1309  VERT ORDER  -  FIRST     CLASS II
 JF1309
 JF1309.The horizontal coordinates were scaled from a topographic map and have
 JF1309.an estimated accuracy of +/- 6 seconds.
 JF1309
 JF1309.The orthometric height was determined by differential leveling
 JF1309.and adjusted by the National Geodetic Survey in June 1991..
 JF1309
 JF1309.The geoid height was determined by GEOID03.
 JF1309
 JF1309.The dynamic height is computed by dividing the NAVD 88
 JF1309.geopotential number by the normal gravity value computed on the
 JF1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1309.degrees latitude (g = 980.6199 gals.).
 JF1309
 JF1309.The modeled gravity was interpolated from observed gravity values.
 JF1309
 JF1309;                    North         East    Units  Estimated Accuracy
 JF1309;SPC KS S     -   590,130.      474,850.      MT  (+/- 180 meters Scaled)
 JF1309
 JF1309                          SUPERSEDED SURVEY CONTROL
 JF1309
 JF1309.No superseded survey control is available for this station.
 JF1309
 JF1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH185484(NAD 83)
 JF1309_MARKER: I = METAL ROD
 JF1309_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JF1309_SP_SET: STAINLESS STEEL ROD
 JF1309_STAMPING: B 369 1986
 JF1309_MARK LOGO: NGS   
 JF1309_PROJECTION: FLUSH
 JF1309_MAGNETIC: I = MARKER IS A STEEL ROD
 JF1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF1309+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1998
 JF1309_ROD/PIPE-DEPTH: 8.5  meters
 JF1309
 JF1309  HISTORY     - Date     Condition        Report By
 JF1309  HISTORY     - 1986     MONUMENTED       NGS
 JF1309  HISTORY     - 19980115 GOOD             NGS
 JF1309
 JF1309                          STATION DESCRIPTION
 JF1309
 JF1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1309'IN MCPHERSON.
 JF1309'IN MCPHERSON, AT THE INTERSECTION OF FIRST AND ESHELMAN STREETS, 48.0
 JF1309'M (157.5 FT) EAST OF THE EXTENDED CENTER OF ESHELMAN STREET, 10.5 M
 JF1309'(34.4 FT) NORTH OF THE CENTERLINE OF FIRST STREET, 9.6 M (31.5 FT)
 JF1309'SOUTH-SOUTHEAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, AND 1.0 M
 JF1309'(3.3 FT) WEST OF A UTILITY POLE WITH 3 GUY WIRES.  NOTE--ACCESS TO
 JF1309'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JF1309'THE MARK IS ABOVE LEVEL WITH FIRST STREET.
 JF1309
 JF1309                          STATION RECOVERY (1998)
 JF1309
 JF1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 JF1309'IN MCPHERSON, AT THE INTERSECTION OF 1ST AND ESHELMAN STREETS, 48.2 M
 JF1309'(158.1 FT) EAST OF THE EXTENDED CENTER OF ESHELMAN STREET, 10.4 M
 JF1309'(34.1 FT) NORTH OF THE CENTER OF 1ST STREET, 9.7 M (31.8 FT) SOUTHEAST
 JF1309'OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, AND O.8 M WEST
 JF1309'OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 JF1309'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0024 ***********************************************************************
 JH0024  DESIGNATION -  B 37
 JH0024  PID         -  JH0024
 JH0024  STATE/COUNTY-  KS/LANE
 JH0024  USGS QUAD   -  SHIELDS NW (1974)
 JH0024
 JH0024                         *CURRENT SURVEY CONTROL
 JH0024  ___________________________________________________________________
 JH0024* NAD 83(1986)-  38 38 01.     (N)    100 22 36.     (W)     SCALED    
 JH0024* NAVD 88     -       832.784  (meters)    2732.23   (feet)  ADJUSTED  
 JH0024  ___________________________________________________________________
 JH0024  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 JH0024  DYNAMIC HT  -         832.107 (meters)    2730.00  (feet)  COMP
 JH0024  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 JH0024
 JH0024  VERT ORDER  -  SECOND    CLASS 0
 JH0024
 JH0024.The horizontal coordinates were scaled from a topographic map and have
 JH0024.an estimated accuracy of +/- 6 seconds.
 JH0024
 JH0024.The orthometric height was determined by differential leveling
 JH0024.and adjusted by the National Geodetic Survey in June 1991..
 JH0024
 JH0024.The geoid height was determined by GEOID03.
 JH0024
 JH0024.The dynamic height is computed by dividing the NAVD 88
 JH0024.geopotential number by the normal gravity value computed on the
 JH0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0024.degrees latitude (g = 980.6199 gals.).
 JH0024
 JH0024.The modeled gravity was interpolated from observed gravity values.
 JH0024
 JH0024;                    North         East    Units  Estimated Accuracy
 JH0024;SPC KS S     -   619,950.      236,610.      MT  (+/- 180 meters Scaled)
 JH0024
 JH0024                          SUPERSEDED SURVEY CONTROL
 JH0024
 JH0024  NGVD 29 (??/??/92)  832.486  (m)         2731.25   (f) ADJ UNCH    2 0
 JH0024
 JH0024.Superseded values are not recommended for survey control.
 JH0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0024.See file dsdata.txt to determine how the superseded data were derived.
 JH0024
 JH0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH801770(NAD 83)
 JH0024_MARKER: DB = BENCH MARK DISK
 JH0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0024+STABILITY: SURFACE MOTION
 JH0024
 JH0024  HISTORY     - Date     Condition        Report By
 JH0024  HISTORY     - UNK      MONUMENTED       CGS
 JH0024  HISTORY     - 1934     GOOD             NGS
 JH0024  HISTORY     - 1974     MARK NOT FOUND   USGS
 JH0024
 JH0024                          STATION DESCRIPTION
 JH0024
 JH0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0024'2.4 MI W FROM PENDENNIS.
 JH0024'2.4 MILES WEST BY RAIL.  LOCATED ALONG THE R. OF W. OF THE
 JH0024'M.P.R.R. CO.  50 FT. NORTH OF THE CENTER LINE OF THE TRACK.
 JH0024'44 FT. EAST OF THE CENTER LINE OF COUNTY ROAD.  10 FT. NORTH OF
 JH0024'POLE 651-31.
 JH0024
 JH0024                          STATION RECOVERY (1974)
 JH0024
 JH0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JH0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0781 ***********************************************************************
 KF0781  DESIGNATION -  B 370
 KF0781  PID         -  KF0781
 KF0781  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0781  USGS QUAD   -  BELVUE (1978)
 KF0781
 KF0781                         *CURRENT SURVEY CONTROL
 KF0781  ___________________________________________________________________
 KF0781* NAD 83(1986)-  39 13 00.     (N)    096 10 46.     (W)     SCALED    
 KF0781* NAVD 88     -       292.736  (meters)     960.42   (feet)  ADJUSTED  
 KF0781  ___________________________________________________________________
 KF0781  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 KF0781  DYNAMIC HT  -         292.546 (meters)     959.79  (feet)  COMP
 KF0781  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 KF0781
 KF0781  VERT ORDER  -  FIRST     CLASS II
 KF0781
 KF0781.The horizontal coordinates were scaled from a topographic map and have
 KF0781.an estimated accuracy of +/- 6 seconds.
 KF0781
 KF0781.The orthometric height was determined by differential leveling
 KF0781.and adjusted by the National Geodetic Survey in June 1991..
 KF0781
 KF0781.The geoid height was determined by GEOID03.
 KF0781
 KF0781.The dynamic height is computed by dividing the NAVD 88
 KF0781.geopotential number by the normal gravity value computed on the
 KF0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0781.degrees latitude (g = 980.6199 gals.).
 KF0781
 KF0781.The modeled gravity was interpolated from observed gravity values.
 KF0781
 KF0781;                    North         East    Units  Estimated Accuracy
 KF0781;SPC KS N     -    99,640.      557,210.      MT  (+/- 180 meters Scaled)
 KF0781
 KF0781                          SUPERSEDED SURVEY CONTROL
 KF0781
 KF0781.No superseded survey control is available for this station.
 KF0781
 KF0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ435446(NAD 83)
 KF0781_MARKER: I = METAL ROD
 KF0781_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KF0781_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KF0781_STAMPING: B 370 1986
 KF0781_MARK LOGO: NGS   
 KF0781_PROJECTION: FLUSH
 KF0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0781+STABILITY: POSITION/ELEVATION WELL
 KF0781_ROD/PIPE-DEPTH: 30.8 meters
 KF0781_SLEEVE-DEPTH  : 7.6 meters
 KF0781
 KF0781  HISTORY     - Date     Condition        Report By
 KF0781  HISTORY     - 1986     MONUMENTED       NGS
 KF0781
 KF0781                          STATION DESCRIPTION
 KF0781
 KF0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0781'IN BELVUE.
 KF0781'IN BELVUE, AT THE JUNCTION OF THE UNION PACIFIC RAILROAD AND NOBLE
 KF0781'STREET, 35.2 M (115.5 FT) WEST OF THE CENTER OF THE STREET, 4.7 M
 KF0781'(15.4 FT) NORTH OF THE CENTER OF A GRAVELED STREET, 2.3 M (9.5 FT)
 KF0781'SOUTH OF THE NEAR RAIL, AND 1.3 M (4.3 FT) EAST OF A UTILITY POLE.
 KF0781'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KF0781'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KF0781'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1604 ***********************************************************************
 JE1604  DESIGNATION -  B 371
 JE1604  PID         -  JE1604
 JE1604  STATE/COUNTY-  KS/JOHNSON
 JE1604  USGS QUAD   -  EUDORA (1978)
 JE1604
 JE1604                         *CURRENT SURVEY CONTROL
 JE1604  ___________________________________________________________________
 JE1604* NAD 83(1986)-  38 56 41.     (N)    095 02 16.     (W)     SCALED    
 JE1604* NAVD 88     -       268.046  (meters)     879.41   (feet)  ADJUSTED  
 JE1604  ___________________________________________________________________
 JE1604  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JE1604  DYNAMIC HT  -         267.872 (meters)     878.84  (feet)  COMP
 JE1604  MODELED GRAV-     979,968.8   (mgal)                       NAVD 88
 JE1604
 JE1604  VERT ORDER  -  FIRST     CLASS II
 JE1604
 JE1604.The horizontal coordinates were scaled from a topographic map and have
 JE1604.an estimated accuracy of +/- 6 seconds.
 JE1604
 JE1604.The orthometric height was determined by differential leveling
 JE1604.and adjusted by the National Geodetic Survey in June 1991..
 JE1604
 JE1604.The geoid height was determined by GEOID03.
 JE1604
 JE1604.The dynamic height is computed by dividing the NAVD 88
 JE1604.geopotential number by the normal gravity value computed on the
 JE1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1604.degrees latitude (g = 980.6199 gals.).
 JE1604
 JE1604.The modeled gravity was interpolated from observed gravity values.
 JE1604
 JE1604;                    North         East    Units  Estimated Accuracy
 JE1604;SPC KS N     -    72,070.      656,750.      MT  (+/- 180 meters Scaled)
 JE1604
 JE1604                          SUPERSEDED SURVEY CONTROL
 JE1604
 JE1604.No superseded survey control is available for this station.
 JE1604
 JE1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD234126(NAD 83)
 JE1604_MARKER: DB = BENCH MARK DISK
 JE1604_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1604_SP_SET: PIER
 JE1604_STAMPING: B 371 1986
 JE1604_MARK LOGO: NGS   
 JE1604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE1604+STABILITY: POSITION/ELEVATION WELL
 JE1604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1604+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE1604
 JE1604  HISTORY     - Date     Condition        Report By
 JE1604  HISTORY     - 1986     MONUMENTED       NGS
 JE1604  HISTORY     - 20051112 GOOD             GEOCAC
 JE1604
 JE1604                          STATION DESCRIPTION
 JE1604
 JE1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1604'23.7 KM (14.7 MI) EAST FROM LAWRENCE.
 JE1604'4.3 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION WITH
 JE1604'U.S. HIGHWAY 40 IN LAWRENCE, THENCE 20.3 KM (12.6 MI) EASTERLY ALONG
 JE1604'STATE HIGHWAY 10, SET VERTICALLY IN THE WEST FACE OF THE MOST
 JE1604'NORTHERLY 1 OF 3 COLUMNS OF THE FIRST PIER SOUTHWEST OF THE NORTHEAST
 JE1604'ABUTMENT OF THE WEST BOUND HIGHWAY OVERPASS OF EVENING STAR ROAD, 13.0
 JE1604'M (42.7 FT) EAST OF THE CENTER OF THE ROAD, AND 5.2 M (17.1 FT)
 JE1604'NORTH-NORTHWEST OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY.
 JE1604'THE MARK IS 1.3 M ABOVE THE GROUND.
 JE1604
 JE1604                          STATION RECOVERY (2005)
 JE1604
 JE1604'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1095 ***********************************************************************
 KE1095  DESIGNATION -  B 372
 KE1095  PID         -  KE1095
 KE1095  STATE/COUNTY-  KS/JOHNSON
 KE1095  USGS QUAD   -  SHAWNEE (1991)
 KE1095
 KE1095                         *CURRENT SURVEY CONTROL
 KE1095  ___________________________________________________________________
 KE1095* NAD 83(1986)-  39 00 52.     (N)    094 43 25.     (W)     SCALED    
 KE1095* NAVD 88     -       305.800  (meters)    1003.28   (feet)  ADJUSTED  
 KE1095  ___________________________________________________________________
 KE1095  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KE1095  DYNAMIC HT  -         305.599 (meters)    1002.62  (feet)  COMP
 KE1095  MODELED GRAV-     979,962.3   (mgal)                       NAVD 88
 KE1095
 KE1095  VERT ORDER  -  FIRST     CLASS II
 KE1095
 KE1095.The horizontal coordinates were scaled from a topographic map and have
 KE1095.an estimated accuracy of +/- 6 seconds.
 KE1095
 KE1095.The orthometric height was determined by differential leveling
 KE1095.and adjusted by the National Geodetic Survey in June 1991..
 KE1095
 KE1095.The geoid height was determined by GEOID03.
 KE1095
 KE1095.The dynamic height is computed by dividing the NAVD 88
 KE1095.geopotential number by the normal gravity value computed on the
 KE1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1095.degrees latitude (g = 980.6199 gals.).
 KE1095
 KE1095.The modeled gravity was interpolated from observed gravity values.
 KE1095
 KE1095;                    North         East    Units  Estimated Accuracy
 KE1095;SPC KS N     -    80,740.      683,690.      MT  (+/- 180 meters Scaled)
 KE1095
 KE1095                          SUPERSEDED SURVEY CONTROL
 KE1095
 KE1095.No superseded survey control is available for this station.
 KE1095
 KE1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD507197(NAD 83)
 KE1095_MARKER: I = METAL ROD
 KE1095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1095_SP_SET: STAINLESS STEEL ROD
 KE1095_STAMPING: B 372 1986
 KE1095_MARK LOGO: NGS   
 KE1095_PROJECTION: RECESSED 1 CENTIMETERS
 KE1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1095_ROD/PIPE-DEPTH: 4.1  meters
 KE1095
 KE1095  HISTORY     - Date     Condition        Report By
 KE1095  HISTORY     - 1986     MONUMENTED       NGS
 KE1095
 KE1095                          STATION DESCRIPTION
 KE1095
 KE1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1095'IN SHAWNEE.
 KE1095'IN SHAWNEE, AT THE INTERSECTION OF STATE HIGHWAY 12 AND QUIVIRA ROAD,
 KE1095'28.9 M (94.8 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 KE1095'THE HIGHWAY, 4.6 M (15.1 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 KE1095'LANES OF THE ROAD, 1.1 M (3.6 FT) NORTH OF A UTILITY POLE, AND 0.5 M
 KE1095'(1.6 FT) WEST OF THE WEST EDGE OF A SIDEWALK.  NOTE--ACCESS TO DATUM
 KE1095'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1095'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5894 ***********************************************************************
 AA5894  DESIGNATION -  B 374
 AA5894  PID         -  AA5894
 AA5894  STATE/COUNTY-  KS/JOHNSON
 AA5894  USGS QUAD   -  OLATHE (1991)
 AA5894
 AA5894                         *CURRENT SURVEY CONTROL
 AA5894  ___________________________________________________________________
 AA5894* NAD 83(1986)-  38 54 45.     (N)    094 51 08.     (W)     SCALED    
 AA5894* NAVD 88     -       316.265  (meters)    1037.61   (feet)  ADJUSTED  
 AA5894  ___________________________________________________________________
 AA5894  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 AA5894  DYNAMIC HT  -         316.055 (meters)    1036.92  (feet)  COMP
 AA5894  MODELED GRAV-     979,955.9   (mgal)                       NAVD 88
 AA5894
 AA5894  VERT ORDER  -  FIRST     CLASS II
 AA5894
 AA5894.The horizontal coordinates were scaled from a topographic map and have
 AA5894.an estimated accuracy of +/- 6 seconds.
 AA5894
 AA5894.The orthometric height was determined by differential leveling
 AA5894.and adjusted by the National Geodetic Survey in April 2001..
 AA5894
 AA5894.The geoid height was determined by GEOID03.
 AA5894
 AA5894.The dynamic height is computed by dividing the NAVD 88
 AA5894.geopotential number by the normal gravity value computed on the
 AA5894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5894.degrees latitude (g = 980.6199 gals.).
 AA5894
 AA5894.The modeled gravity was interpolated from observed gravity values.
 AA5894
 AA5894;                    North         East    Units  Estimated Accuracy
 AA5894;SPC KS N     -    69,040.      672,950.      MT  (+/- 180 meters Scaled)
 AA5894
 AA5894                          SUPERSEDED SURVEY CONTROL
 AA5894
 AA5894.No superseded survey control is available for this station.
 AA5894
 AA5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD394086(NAD 83)
 AA5894_MARKER: DV = VERTICAL CONTROL DISK
 AA5894_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA5894_SP_SET: RETAINING WALL
 AA5894_STAMPING: B 374 1995
 AA5894_MARK LOGO: NOS   
 AA5894_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5894
 AA5894  HISTORY     - Date     Condition        Report By
 AA5894  HISTORY     - 1995     MONUMENTED       NGS
 AA5894  HISTORY     - 20060422 GOOD             GEOCAC
 AA5894
 AA5894                          STATION DESCRIPTION
 AA5894
 AA5894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RPB)
 AA5894'THE STATION OS LOCATED NNW OF OLATHE IN THE SOUTH END OF A HWY
 AA5894'OVERPASS RETAINING WALL ON THE EAST SIDE OF THE NORTHBOUND LANES.  TO
 AA5894'REACH THE STATION FROM THE INTERSECTION OF SANTA FE/PRAIRIE CENTER AND
 AA5894'HWY K-7 IN OLATHE, PROCEED NORTH ON K-7 FOR 2.25 MI (3.62 KM) TO THE
 AA5894'STATION ON THE RIGHT.  THE STATION IS A STANDARD BRASS NOS SURVEY DISK
 AA5894'SET INTO A DRILL HOLE IN THE TOP OF THE SOUTH END OF THE OVERPASS
 AA5894'RETAINING WALL.  IT IS 6.96 M (22.83 FT) ENE OF THE CENTERLINE OF THE
 AA5894'NORTHBOUND LANES OF K-7, 0.98 M (3.22 FT) NORTH OF THE SOUTH END OF
 AA5894'THE RETAINING WALL, AND IS DIRECTLY ABOVE A BRASS BRIDGE MARKER
 AA5894'READING 7-46 13.66 1993.
 AA5894
 AA5894                          STATION RECOVERY (2006)
 AA5894
 AA5894'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AA5894'HH2 N38 54 44.7 W94 51 06.7 (NAD83)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8182 ***********************************************************************
 AE8182  DESIGNATION -  B 375
 AE8182  PID         -  AE8182
 AE8182  STATE/COUNTY-  KS/JEFFERSON
 AE8182  USGS QUAD   -  PERRY (1975)
 AE8182
 AE8182                         *CURRENT SURVEY CONTROL
 AE8182  ___________________________________________________________________
 AE8182* NAD 83(1986)-  39 06 20.     (N)    095 23 50.     (W)     SCALED    
 AE8182* NAVD 88     -       296.528  (meters)     972.86   (feet)  ADJUSTED  
 AE8182  ___________________________________________________________________
 AE8182  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 AE8182  DYNAMIC HT  -         296.338 (meters)     972.24  (feet)  COMP
 AE8182  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 AE8182
 AE8182  VERT ORDER  -  FIRST     CLASS II
 AE8182
 AE8182.The horizontal coordinates were scaled from a topographic map and have
 AE8182.an estimated accuracy of +/- 6 seconds.
 AE8182
 AE8182.The orthometric height was determined by differential leveling
 AE8182.and adjusted by the National Geodetic Survey in July 2002..
 AE8182
 AE8182.The geoid height was determined by GEOID03.
 AE8182
 AE8182.The dynamic height is computed by dividing the NAVD 88
 AE8182.geopotential number by the normal gravity value computed on the
 AE8182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8182.degrees latitude (g = 980.6199 gals.).
 AE8182
 AE8182.The modeled gravity was interpolated from observed gravity values.
 AE8182
 AE8182;                    North         East    Units  Estimated Accuracy
 AE8182;SPC KS N     -    88,960.      625,090.      MT  (+/- 180 meters Scaled)
 AE8182
 AE8182                          SUPERSEDED SURVEY CONTROL
 AE8182
 AE8182.No superseded survey control is available for this station.
 AE8182
 AE8182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD927312(NAD 83)
 AE8182_MARKER: I = METAL ROD
 AE8182_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8182_STAMPING: B 375 1997
 AE8182_MARK LOGO: NGS   
 AE8182_PROJECTION: FLUSH
 AE8182_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8182+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8182_ROD/PIPE-DEPTH: 4.0  meters
 AE8182_SLEEVE-DEPTH  : 0.9 meters
 AE8182
 AE8182  HISTORY     - Date     Condition        Report By
 AE8182  HISTORY     - 1997     MONUMENTED       NGS
 AE8182
 AE8182                          STATION DESCRIPTION
 AE8182
 AE8182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE8182'0.3 KM (0.20 MI) EASTERLY ALONG WOODSON AVENUE FROM THE POST OFFICE IN
 AE8182'LECOMPTON, THENCE 4.0 KM (2.50 MI) NORTHERLY ALONG COUNTY ROAD 600
 AE8182'EAST AND THEN LECOMPTON ROAD, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG
 AE8182'U.S.  HIGHWAY 24, THENCE 2.9 KM (1.80 MI) NORTHERLY ALONG FERGUSON
 AE8182'ROAD, 75.8 M (248.7 FT) EAST OF THE ROAD CENTERLINE, 27.6 M (90.6 FT)
 AE8182'WEST OF A UTILITY POLE WITH A GUY CABLE, 17.9 M (58.7 FT) NORTH OF THE
 AE8182'CENTERLINE OF 33RD ROAD, 13.8 M (45.3 FT) SOUTHEAST OF THE NORTHWEST
 AE8182'END OF A FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF 33RD ROAD, AND 0.3 M
 AE8182'(1.0 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 AE8182'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE8182'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7068 ***********************************************************************
 DH7068  DESIGNATION -  B 376
 DH7068  PID         -  DH7068
 DH7068  STATE/COUNTY-  KS/SHAWNEE
 DH7068  USGS QUAD   -  WILLARD (1972)
 DH7068
 DH7068                         *CURRENT SURVEY CONTROL
 DH7068  ___________________________________________________________________
 DH7068* NAD 83(1986)-  39 03 26.     (N)    095 54 14.     (W)     SCALED    
 DH7068* NAVD 88     -       291.740  (meters)     957.15   (feet)  ADJUSTED  
 DH7068  ___________________________________________________________________
 DH7068  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DH7068  DYNAMIC HT  -         291.551 (meters)     956.53  (feet)  COMP
 DH7068  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 DH7068
 DH7068  VERT ORDER  -  SECOND    CLASS I
 DH7068
 DH7068.The horizontal coordinates were scaled from a topographic map and have
 DH7068.an estimated accuracy of +/- 6 seconds.
 DH7068
 DH7068.The orthometric height was determined by differential leveling
 DH7068.and adjusted by the National Geodetic Survey in December 2005..
 DH7068.No vertical observational check was made to the station.
 DH7068
 DH7068.The geoid height was determined by GEOID03.
 DH7068
 DH7068.The dynamic height is computed by dividing the NAVD 88
 DH7068.geopotential number by the normal gravity value computed on the
 DH7068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7068.degrees latitude (g = 980.6199 gals.).
 DH7068
 DH7068.The modeled gravity was interpolated from observed gravity values.
 DH7068
 DH7068;                    North         East    Units  Estimated Accuracy
 DH7068;SPC KS N     -    82,460.      581,410.      MT  (+/- 180 meters Scaled)
 DH7068
 DH7068                          SUPERSEDED SURVEY CONTROL
 DH7068
 DH7068.No superseded survey control is available for this station.
 DH7068
 DH7068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD487271(NAD 83)
 DH7068_MARKER: DV = VERTICAL CONTROL DISK
 DH7068_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH7068_SP_SET: BOX CULVERT HEADWALL
 DH7068_STAMPING: B 376 2005
 DH7068_MARK LOGO: NGS   
 DH7068_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7068+STABILITY: SURFACE MOTION
 DH7068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7068+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 DH7068
 DH7068  HISTORY     - Date     Condition        Report By
 DH7068  HISTORY     - 20050530 MONUMENTED       NGS
 DH7068
 DH7068                          STATION DESCRIPTION
 DH7068
 DH7068'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 DH7068'11.7 KM WESTERLY ALONG INTERSTATE HIGHWAY 70 FROM THE JUNCTION OF
 DH7068'INTERSTATE HIGHWAY  470 SOUTHBOUND IN TOPEKA,  IN TOP OF AND 0.1 M
 DH7068'WEST OF THE EAST END OF THE SOUTH  CONCRETE HEADWALL OF A BOX CULVERT
 DH7068'UNDER THE HIGHWAY, 48.3 M SOUTH OF THE EASTBOUND  HIGHWAY CENTERLINE,
 DH7068'5.6 M BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M WEST OF A WITNESS
 DH7068'POST.  NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0260 ***********************************************************************
 JG0260  DESIGNATION -  B 38 RESET
 JG0260  PID         -  JG0260
 JG0260  STATE/COUNTY-  KS/BARTON
 JG0260  USGS QUAD   -  HOISINGTON (1969)
 JG0260
 JG0260                         *CURRENT SURVEY CONTROL
 JG0260  ___________________________________________________________________
 JG0260* NAD 83(1986)-  38 32 14.     (N)    098 50 53.     (W)     SCALED    
 JG0260* NAVD 88     -       563.92   (meters)    1850.1    (feet)  RESET     
 JG0260  ___________________________________________________________________
 JG0260  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0260
 JG0260  VERT ORDER  -  THIRD
 JG0260
 JG0260.The horizontal coordinates were scaled from a topographic map and have
 JG0260.an estimated accuracy of +/- 6 seconds.
 JG0260
 JG0260.The orthometric height was computed from unverified reset data.
 JG0260
 JG0260.The geoid height was determined by GEOID03.
 JG0260
 JG0260;                    North         East    Units  Estimated Accuracy
 JG0260;SPC KS S     -   607,670.      369,650.      MT  (+/- 180 meters Scaled)
 JG0260
 JG0260                          SUPERSEDED SURVEY CONTROL
 JG0260
 JG0260.No superseded survey control is available for this station.
 JG0260
 JG0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH132654(NAD 83)
 JG0260_MARKER: DB = BENCH MARK DISK
 JG0260_SETTING: 0 = UNSPECIFIED SETTING
 JG0260_STAMPING: B 38 1934 RESET 1962
 JG0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0260
 JG0260  HISTORY     - Date     Condition        Report By
 JG0260  HISTORY     - 1962     MONUMENTED       CGS
 JG0260
 JG0260                          STATION DESCRIPTION
 JG0260
 JG0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JG0260'1.2 MI N FROM BOYD.
 JG0260'1.2 MILES NORTH FROM THE SMALL TOWN OF BOYD, BARTON COUNTY,
 JG0260'ABOUT 100 YARDS NORTH-NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY
 JG0260'281 AND STATE HIGHWAY 4, 420 FEET NORTH OF THE CENTERLINE OF
 JG0260'U.S. HIGHWAY 281 AND STATE HIGHWAY 4, 74 FEET EAST OF THE
 JG0260'CENTERLINE OF U.S. HIGHWAY 281 GOING NORTH, 12 FEET NORTH OF
 JG0260'A FENCE CORNER WHERE FENCE TURNS SOUTHEAST WITH CURVE, AND 1
 JG0260'FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 JG0260'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0810 ***********************************************************************
 HF0810  DESIGNATION -  B 39
 HF0810  PID         -  HF0810
 HF0810  STATE/COUNTY-  KS/SEDGWICK
 HF0810  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0810
 HF0810                         *CURRENT SURVEY CONTROL
 HF0810  ___________________________________________________________________
 HF0810* NAD 83(1986)-  37 28 56.     (N)    097 39 07.     (W)     SCALED    
 HF0810* NAVD 88     -       409.211  (meters)    1342.55   (feet)  ADJUSTED  
 HF0810  ___________________________________________________________________
 HF0810  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HF0810  DYNAMIC HT  -         408.877 (meters)    1341.46  (feet)  COMP
 HF0810  MODELED GRAV-     979,801.6   (mgal)                       NAVD 88
 HF0810
 HF0810  VERT ORDER  -  SECOND    CLASS 0
 HF0810
 HF0810.The horizontal coordinates were scaled from a topographic map and have
 HF0810.an estimated accuracy of +/- 6 seconds.
 HF0810
 HF0810.The orthometric height was determined by differential leveling
 HF0810.and adjusted by the National Geodetic Survey in June 1991..
 HF0810.WARNING-Repeat measurements at this control monument indicate possible
 HF0810.vertical movement.
 HF0810
 HF0810.The geoid height was determined by GEOID03.
 HF0810
 HF0810.The dynamic height is computed by dividing the NAVD 88
 HF0810.geopotential number by the normal gravity value computed on the
 HF0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0810.degrees latitude (g = 980.6199 gals.).
 HF0810
 HF0810.The modeled gravity was interpolated from observed gravity values.
 HF0810
 HF0810;                    North         East    Units  Estimated Accuracy
 HF0810;SPC KS S     -   490,860.      475,000.      MT  (+/- 180 meters Scaled)
 HF0810
 HF0810                          SUPERSEDED SURVEY CONTROL
 HF0810
 HF0810  NGVD 29 (??/??/92)  409.082  (m)         1342.13   (f) ADJ UNCH    2 0
 HF0810
 HF0810.Superseded values are not recommended for survey control.
 HF0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0810.See file dsdata.txt to determine how the superseded data were derived.
 HF0810
 HF0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG191492(NAD 83)
 HF0810_MARKER: DB = BENCH MARK DISK
 HF0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0810_STAMPING: B 39 1934
 HF0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0810+STABILITY: SURFACE MOTION
 HF0810
 HF0810  HISTORY     - Date     Condition        Report By
 HF0810  HISTORY     - 1934     MONUMENTED       CGS
 HF0810  HISTORY     - 1956     GOOD             NGS
 HF0810  HISTORY     - 1962     GOOD             NGS
 HF0810
 HF0810                          STATION DESCRIPTION
 HF0810
 HF0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF0810'0.4 MI SW FROM VIOLA.
 HF0810'0.4 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0810'RAILROAD FROM THE STATION AT VIOLA, 111 FEET NORTHWEST OF THE
 HF0810'NORTHWEST RAIL OF THE MAIN TRACK, 33 FEET NORTHWEST OF THE
 HF0810'NORTHWEST RAIL OF A BRANCH LINE, 104 FEET SOUTHEAST OF THE CENTER
 HF0810'LINE OF STATE HIGHWAY 42, 1.3 FEET SOUTHEAST OF A WITNESS POST,
 HF0810'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 HF0810'THE GROUND, IN SECTION 33, TOWNSHIP 29 SOUTH, RANGE 3 WEST.
 HF0810
 HF0810                          STATION RECOVERY (1962)
 HF0810
 HF0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0945 ***********************************************************************
 JE0945  DESIGNATION -  B 4 14 20 E
 JE0945  PID         -  JE0945
 JE0945  STATE/COUNTY-  KS/DOUGLAS
 JE0945  USGS QUAD   -  BALDWIN CITY (1978)
 JE0945
 JE0945                         *CURRENT SURVEY CONTROL
 JE0945  ___________________________________________________________________
 JE0945* NAD 83(1986)-  38 46 30.     (N)    095 11 20.     (W)     SCALED    
 JE0945* NAVD 88     -       322.848  (meters)    1059.21   (feet)  ADJUSTED  
 JE0945  ___________________________________________________________________
 JE0945  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JE0945  DYNAMIC HT  -         322.629 (meters)    1058.49  (feet)  COMP
 JE0945  MODELED GRAV-     979,938.9   (mgal)                       NAVD 88
 JE0945
 JE0945  VERT ORDER  -  SECOND    CLASS 0
 JE0945
 JE0945.The horizontal coordinates were scaled from a topographic map and have
 JE0945.an estimated accuracy of +/- 6 seconds.
 JE0945
 JE0945.The orthometric height was determined by differential leveling
 JE0945.and adjusted by the National Geodetic Survey in June 1991..
 JE0945
 JE0945.The geoid height was determined by GEOID03.
 JE0945
 JE0945.The dynamic height is computed by dividing the NAVD 88
 JE0945.geopotential number by the normal gravity value computed on the
 JE0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0945.degrees latitude (g = 980.6199 gals.).
 JE0945
 JE0945.The modeled gravity was interpolated from observed gravity values.
 JE0945
 JE0945;                    North         East    Units  Estimated Accuracy
 JE0945;SPC KS N     -    52,820.      644,240.      MT  (+/- 180 meters Scaled)
 JE0945
 JE0945                          SUPERSEDED SURVEY CONTROL
 JE0945
 JE0945  NGVD 29 (??/??/92)  322.734  (m)         1058.84   (f) ADJ UNCH    2 0
 JE0945
 JE0945.Superseded values are not recommended for survey control.
 JE0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0945.See file dsdata.txt to determine how the superseded data were derived.
 JE0945
 JE0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC098940(NAD 83)
 JE0945_MARKER: DD = SURVEY DISK
 JE0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0945_STAMPING: B 4 14 20 E 1934
 JE0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0945+STABILITY: SURFACE MOTION
 JE0945
 JE0945  HISTORY     - Date     Condition        Report By
 JE0945  HISTORY     - 1934     MONUMENTED       KSGS
 JE0945  HISTORY     - 1950     MARK NOT FOUND   NGS
 JE0945  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0945
 JE0945                          STATION DESCRIPTION
 JE0945
 JE0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0945'AT BALDWIN.
 JE0945'AT BALDWIN, DOUGLAS COUNTY, AT THE NORTHWEST CORNER OF THE
 JE0945'INTERSECTION OF HIGH AND EIGHTH STREETS, 45 FEET NORTH OF THE
 JE0945'CENTER LINE OF HIGH STREET.  35 FEET WEST OF THE CENTER LINE OF
 JE0945'EIGHTH STREET, 10 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JE0945'BUILDING, AND UNDER THE BRICK SIDEWALK.  A STATE SURVEY STANDARD
 JE0945'DISK, STAMPED B 4 14 20 E AND SET IN THE TOP OF A CONCRETE
 JE0945'POST.  NOTE-- IT WAS REPORTED IN SEPTEMBER 1945 THAT THIS BENCH
 JE0945'MARK IS IN THE CENTER OF A SIDEWALK AND HAS BEEN COVERED WITH
 JE0945'CONCRETE.
 JE0945
 JE0945                          STATION RECOVERY (2005)
 JE0945
 JE0945'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0945'A VISUAL SEARCH FOR THE MARK WAS CONDUCTED WITHOUT SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0943 ***********************************************************************
 JE0943  DESIGNATION -  B 4 15 20 E
 JE0943  PID         -  JE0943
 JE0943  STATE/COUNTY-  KS/DOUGLAS
 JE0943  USGS QUAD   -  BALDWIN CITY (1978)
 JE0943
 JE0943                         *CURRENT SURVEY CONTROL
 JE0943  ___________________________________________________________________
 JE0943* NAD 83(1986)-  38 46 29.     (N)    095 11 58.     (W)     SCALED    
 JE0943* NAVD 88     -       319.555  (meters)    1048.41   (feet)  ADJUSTED  
 JE0943  ___________________________________________________________________
 JE0943  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE0943  DYNAMIC HT  -         319.338 (meters)    1047.69  (feet)  COMP
 JE0943  MODELED GRAV-     979,939.9   (mgal)                       NAVD 88
 JE0943
 JE0943  VERT ORDER  -  SECOND    CLASS 0
 JE0943
 JE0943.The horizontal coordinates were scaled from a topographic map and have
 JE0943.an estimated accuracy of +/- 6 seconds.
 JE0943
 JE0943.The orthometric height was determined by differential leveling
 JE0943.and adjusted by the National Geodetic Survey in June 1991..
 JE0943
 JE0943.The geoid height was determined by GEOID03.
 JE0943
 JE0943.The dynamic height is computed by dividing the NAVD 88
 JE0943.geopotential number by the normal gravity value computed on the
 JE0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0943.degrees latitude (g = 980.6199 gals.).
 JE0943
 JE0943.The modeled gravity was interpolated from observed gravity values.
 JE0943
 JE0943;                    North         East    Units  Estimated Accuracy
 JE0943;SPC KS N     -    52,760.      643,330.      MT  (+/- 180 meters Scaled)
 JE0943
 JE0943                          SUPERSEDED SURVEY CONTROL
 JE0943
 JE0943  NGVD 29 (??/??/92)  319.441  (m)         1048.03   (f) ADJ UNCH    2 0
 JE0943
 JE0943.Superseded values are not recommended for survey control.
 JE0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0943.See file dsdata.txt to determine how the superseded data were derived.
 JE0943
 JE0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC089940(NAD 83)
 JE0943_MARKER: DD = SURVEY DISK
 JE0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0943_STAMPING: B 4 15 20 E
 JE0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0943+STABILITY: SURFACE MOTION
 JE0943
 JE0943  HISTORY     - Date     Condition        Report By
 JE0943  HISTORY     - UNK      MONUMENTED       KSGS
 JE0943  HISTORY     - 1960     GOOD             NGS
 JE0943  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0943
 JE0943                          STATION DESCRIPTION
 JE0943
 JE0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JE0943'AT BALDWIN.
 JE0943'AT BALDWIN, DOUGLAS COUNTY, ON HIGH STREET, 0.1 MILE EAST OF THE
 JE0943'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 20 FEET SOUTH OF
 JE0943'THE CENTER LINE OF HIGH STREET, 3 FEET NORTH OF THE SIDEWALK, AND
 JE0943'IN LINE WITH THE EAST EDGE OF THE SIDEWALK LEADING TO THE
 JE0943'RESIDENCE AT 1417 HIGH STREET.  A STATE SURVEY STANDARD DISK,
 JE0943'STAMPED B 4 15 20 E AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JE0943'WITH THE GROUND.
 JE0943
 JE0943                          STATION RECOVERY (2005)
 JE0943
 JE0943'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0943'A VISUAL SEARCH FOR THE MARK WAS CONDUCTED WITHOUT SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0282 ***********************************************************************
 HF0282  DESIGNATION -  B 40
 HF0282  PID         -  HF0282
 HF0282  STATE/COUNTY-  KS/BUTLER
 HF0282  USGS QUAD   -  AUGUSTA (1979)
 HF0282
 HF0282                         *CURRENT SURVEY CONTROL
 HF0282  ___________________________________________________________________
 HF0282* NAD 83(1986)-  37 41 07.     (N)    096 52 58.     (W)     SCALED    
 HF0282* NAVD 88     -       404.534  (meters)    1327.21   (feet)  ADJUSTED  
 HF0282  ___________________________________________________________________
 HF0282  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0282  DYNAMIC HT  -         404.216 (meters)    1326.17  (feet)  COMP
 HF0282  MODELED GRAV-     979,832.3   (mgal)                       NAVD 88
 HF0282
 HF0282  VERT ORDER  -  SECOND    CLASS 0
 HF0282
 HF0282.The horizontal coordinates were scaled from a topographic map and have
 HF0282.an estimated accuracy of +/- 6 seconds.
 HF0282
 HF0282.The orthometric height was determined by differential leveling
 HF0282.and adjusted by the National Geodetic Survey in June 1991..
 HF0282.WARNING-Repeat measurements at this control monument indicate possible
 HF0282.vertical movement.
 HF0282
 HF0282.The geoid height was determined by GEOID03.
 HF0282
 HF0282.The dynamic height is computed by dividing the NAVD 88
 HF0282.geopotential number by the normal gravity value computed on the
 HF0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0282.degrees latitude (g = 980.6199 gals.).
 HF0282
 HF0282.The modeled gravity was interpolated from observed gravity values.
 HF0282
 HF0282;                    North         East    Units  Estimated Accuracy
 HF0282;SPC KS S     -   514,290.      542,630.      MT  (+/- 180 meters Scaled)
 HF0282
 HF0282                          SUPERSEDED SURVEY CONTROL
 HF0282
 HF0282  NGVD 29 (??/??/92)  404.394  (m)         1326.75   (f) ADJ UNCH    2 0
 HF0282
 HF0282.Superseded values are not recommended for survey control.
 HF0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0282.See file dsdata.txt to determine how the superseded data were derived.
 HF0282
 HF0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG866730(NAD 83)
 HF0282_MARKER: DB = BENCH MARK DISK
 HF0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0282_STAMPING: B 40 1934
 HF0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0282+STABILITY: SURFACE MOTION
 HF0282
 HF0282  HISTORY     - Date     Condition        Report By
 HF0282  HISTORY     - 1934     MONUMENTED       CGS
 HF0282  HISTORY     - 1962     GOOD             NGS
 HF0282  HISTORY     - 20060814 GOOD             INDIV
 HF0282
 HF0282                          STATION DESCRIPTION
 HF0282
 HF0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0282'AT HAVERHILL.
 HF0282'AT HAVERHILL, 225 FEET WEST OF THE WEST END OF THE ST. LOUIS-SAN
 HF0282'FRANCISCO RAILWAY STATION, AT MILEAGE 478.40, AT A ROAD CROSSING,
 HF0282'86 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 32 FEET SOUTH
 HF0282'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 40
 HF0282'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0282
 HF0282                          STATION RECOVERY (2006)
 HF0282
 HF0282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0282'RAILROAD STATION, TRACKS AND MARKERS NO LONGER EXIST AT LOCATION, NEW
 HF0282'DESCRIPTION AS FOLLOWS-
 HF0282' 
 HF0282'HAVERHILL, 86 FT. W OF CENTER OF N-S ROAD, 90 FT. S OF E-W ROAD, 50
 HF0282'FT. N OF N FACE OF SPRING TOWNSHIP HALL, 25 FT. N OF CENTER OF
 HF0282'DRIVEWAY AND 5 FT. NW OF POWER POLE, IN CONCRETE POST PROJECTING 1 FT.
 HF0282'ABOVE GROUND, STANDARD TABLET STAMPED 'B 40 1934'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0322 ***********************************************************************
 HG0322  DESIGNATION -  B 41
 HG0322  PID         -  HG0322
 HG0322  STATE/COUNTY-  KS/STAFFORD
 HG0322  USGS QUAD   -  SAINT JOHN SOUTH (1972)
 HG0322
 HG0322                         *CURRENT SURVEY CONTROL
 HG0322  ___________________________________________________________________
 HG0322* NAD 83(1986)-  37 59 40.     (N)    098 45 36.     (W)     SCALED    
 HG0322* NAVD 88     -       582.098  (meters)    1909.77   (feet)  ADJUSTED  
 HG0322  ___________________________________________________________________
 HG0322  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 HG0322  DYNAMIC HT  -         581.639 (meters)    1908.26  (feet)  COMP
 HG0322  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 HG0322
 HG0322  VERT ORDER  -  SECOND    CLASS 0
 HG0322
 HG0322.The horizontal coordinates were scaled from a topographic map and have
 HG0322.an estimated accuracy of +/- 6 seconds.
 HG0322
 HG0322.The orthometric height was determined by differential leveling
 HG0322.and adjusted by the National Geodetic Survey in June 1991..
 HG0322
 HG0322.The geoid height was determined by GEOID03.
 HG0322
 HG0322.The dynamic height is computed by dividing the NAVD 88
 HG0322.geopotential number by the normal gravity value computed on the
 HG0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0322.degrees latitude (g = 980.6199 gals.).
 HG0322
 HG0322.The modeled gravity was interpolated from observed gravity values.
 HG0322
 HG0322;                    North         East    Units  Estimated Accuracy
 HG0322;SPC KS S     -   547,400.      377,160.      MT  (+/- 180 meters Scaled)
 HG0322
 HG0322                          SUPERSEDED SURVEY CONTROL
 HG0322
 HG0322  NGVD 29 (??/??/92)  581.854  (m)         1908.97   (f) ADJ UNCH    2 0
 HG0322
 HG0322.Superseded values are not recommended for survey control.
 HG0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0322.See file dsdata.txt to determine how the superseded data were derived.
 HG0322
 HG0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH210052(NAD 83)
 HG0322_MARKER: DB = BENCH MARK DISK
 HG0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0322_STAMPING: B 41 1934
 HG0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0322+STABILITY: SURFACE MOTION
 HG0322
 HG0322  HISTORY     - Date     Condition        Report By
 HG0322  HISTORY     - 1934     MONUMENTED       CGS
 HG0322  HISTORY     - 1970     GOOD             USGS
 HG0322
 HG0322                          STATION DESCRIPTION
 HG0322
 HG0322'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HG0322'AT SAINT JOHN.
 HG0322'AT SAINT JOHN, STAFFORD COUNTY, ABOUT 500 FEET EAST OF THE
 HG0322'AT AND SF RR STATION, 12 FEET SOUTH AND 40 FEET EAST OF N-S ROAD
 HG0322'AT SPUR TRACK X-ING, A STANDARD DISK, STAMPED B 41 1934 AND SET
 HG0322'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0002 ***********************************************************************
 HF0002  DESIGNATION -  B 42
 HF0002  PID         -  HF0002
 HF0002  STATE/COUNTY-  KS/GREENWOOD
 HF0002  USGS QUAD   -  PIEDMONT NW (1964)
 HF0002
 HF0002                         *CURRENT SURVEY CONTROL
 HF0002  ___________________________________________________________________
 HF0002* NAD 83(1986)-  37 37 31.     (N)    096 27 46.     (W)     SCALED    
 HF0002* NAVD 88     -       443.044  (meters)    1453.55   (feet)  ADJUSTED  
 HF0002  ___________________________________________________________________
 HF0002  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HF0002  DYNAMIC HT  -         442.685 (meters)    1452.38  (feet)  COMP
 HF0002  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 HF0002
 HF0002  VERT ORDER  -  SECOND    CLASS 0
 HF0002
 HF0002.The horizontal coordinates were scaled from a topographic map and have
 HF0002.an estimated accuracy of +/- 6 seconds.
 HF0002
 HF0002.The orthometric height was determined by differential leveling
 HF0002.and adjusted by the National Geodetic Survey in June 1991..
 HF0002
 HF0002.The geoid height was determined by GEOID03.
 HF0002
 HF0002.The dynamic height is computed by dividing the NAVD 88
 HF0002.geopotential number by the normal gravity value computed on the
 HF0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0002.degrees latitude (g = 980.6199 gals.).
 HF0002
 HF0002.The modeled gravity was interpolated from observed gravity values.
 HF0002
 HF0002;                    North         East    Units  Estimated Accuracy
 HF0002;SPC KS S     -   508,360.      579,820.      MT  (+/- 180 meters Scaled)
 HF0002
 HF0002                          SUPERSEDED SURVEY CONTROL
 HF0002
 HF0002  NGVD 29 (??/??/92)  442.861  (m)         1452.95   (f) ADJ UNCH    2 0
 HF0002
 HF0002.Superseded values are not recommended for survey control.
 HF0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0002.See file dsdata.txt to determine how the superseded data were derived.
 HF0002
 HF0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG239672(NAD 83)
 HF0002_MARKER: DB = BENCH MARK DISK
 HF0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0002_STAMPING: B 42 1934
 HF0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0002+STABILITY: SURFACE MOTION
 HF0002
 HF0002  HISTORY     - Date     Condition        Report By
 HF0002  HISTORY     - 1934     MONUMENTED       CGS
 HF0002  HISTORY     - 1943     GOOD             NGS
 HF0002  HISTORY     - 19910130 GOOD             USPSQD
 HF0002
 HF0002                          STATION DESCRIPTION
 HF0002
 HF0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HF0002'5.4 MI E FROM BEAUMONT.
 HF0002'IN GREENWOOD COUNTY, 5.4 MILES EAST ALONG THE ST. LOUIS-SAN
 HF0002'FRANCISCO RAILWAY FROM BEAUMONT, BUTLER COUNTY, AT MILEAGE
 HF0002'453.09, 90 FEET SOUTHWEST OF THE CENTERLINE OF A GRADE CROSSING,
 HF0002'45 FEET SOUTH OF THE CENTERLINE OF A COUNTY ROAD PARALLELING THE
 HF0002'TRACK, AND 35 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 HF0002'STANDARD DISK, STAMPED B 42 1934 AND SET IN THE TOP OF A CONCRETE
 HF0002'POST.
 HF0002
 HF0002                          STATION RECOVERY (1991)
 HF0002
 HF0002'RECOVERY NOTE BY US POWER SQUADRON 1991 (RW)
 HF0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0376 ***********************************************************************
 HF0376  DESIGNATION -  B 43
 HF0376  PID         -  HF0376
 HF0376  STATE/COUNTY-  KS/BUTLER
 HF0376  USGS QUAD   -  BEAUMONT (1964)
 HF0376
 HF0376                         *CURRENT SURVEY CONTROL
 HF0376  ___________________________________________________________________
 HF0376* NAD 83(1986)-  37 37 30.     (N)    096 36 21.     (W)     SCALED    
 HF0376* NAVD 88     -       443.457  (meters)    1454.91   (feet)  ADJUSTED  
 HF0376  ___________________________________________________________________
 HF0376  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HF0376  DYNAMIC HT  -         443.096 (meters)    1453.72  (feet)  COMP
 HF0376  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 HF0376
 HF0376  VERT ORDER  -  SECOND    CLASS 0
 HF0376
 HF0376.The horizontal coordinates were scaled from a topographic map and have
 HF0376.an estimated accuracy of +/- 6 seconds.
 HF0376
 HF0376.The orthometric height was determined by differential leveling
 HF0376.and adjusted by the National Geodetic Survey in June 1991..
 HF0376
 HF0376.The geoid height was determined by GEOID03.
 HF0376
 HF0376.The dynamic height is computed by dividing the NAVD 88
 HF0376.geopotential number by the normal gravity value computed on the
 HF0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0376.degrees latitude (g = 980.6199 gals.).
 HF0376
 HF0376.The modeled gravity was interpolated from observed gravity values.
 HF0376
 HF0376;                    North         East    Units  Estimated Accuracy
 HF0376;SPC KS S     -   508,060.      567,190.      MT  (+/- 180 meters Scaled)
 HF0376
 HF0376                          SUPERSEDED SURVEY CONTROL
 HF0376
 HF0376  NGVD 29 (??/??/92)  443.279  (m)         1454.32   (f) ADJ UNCH    2 0
 HF0376
 HF0376.Superseded values are not recommended for survey control.
 HF0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0376.See file dsdata.txt to determine how the superseded data were derived.
 HF0376
 HF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG112669(NAD 83)
 HF0376_MARKER: DB = BENCH MARK DISK
 HF0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0376_STAMPING: B 43 1934
 HF0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0376+STABILITY: SURFACE MOTION
 HF0376
 HF0376  HISTORY     - Date     Condition        Report By
 HF0376  HISTORY     - 1934     MONUMENTED       CGS
 HF0376
 HF0376                          STATION DESCRIPTION
 HF0376
 HF0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0376'4.8 MI SW FROM BEAUMONT.
 HF0376'4.8 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0376'BEAUMONT, BUTLER COUNTY, AT MILEAGE 463.25, AT A ROAD CROSSING,
 HF0376'37 FEET EAST OF THE CENTER LINE OF THE ROAD, 32 FEET NORTH OF THE
 HF0376'CENTER LINE OF THE TRACK, AND 36 FEET SOUTH OF THE CENTER LINE OF
 HF0376'A ROAD PARALLELING THE TRACK.  A STANDARD DISK, STAMPED B 43 1934
 HF0376'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0956 ***********************************************************************
 JE0956  DESIGNATION -  B 44
 JE0956  PID         -  JE0956
 JE0956  STATE/COUNTY-  KS/DOUGLAS
 JE0956  USGS QUAD   -  LAWRENCE EAST (1978)
 JE0956
 JE0956                         *CURRENT SURVEY CONTROL
 JE0956  ___________________________________________________________________
 JE0956* NAD 83(1986)-  38 54 40.     (N)    095 12 49.     (W)     SCALED    
 JE0956* NAVD 88     -       250.425  (meters)     821.60   (feet)  ADJUSTED  
 JE0956  ___________________________________________________________________
 JE0956  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE0956  DYNAMIC HT  -         250.260 (meters)     821.06  (feet)  COMP
 JE0956  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 JE0956
 JE0956  VERT ORDER  -  SECOND    CLASS 0
 JE0956
 JE0956.The horizontal coordinates were scaled from a topographic map and have
 JE0956.an estimated accuracy of +/- 6 seconds.
 JE0956
 JE0956.The orthometric height was determined by differential leveling
 JE0956.and adjusted by the National Geodetic Survey in June 1991..
 JE0956
 JE0956.The geoid height was determined by GEOID03.
 JE0956
 JE0956.The dynamic height is computed by dividing the NAVD 88
 JE0956.geopotential number by the normal gravity value computed on the
 JE0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0956.degrees latitude (g = 980.6199 gals.).
 JE0956
 JE0956.The modeled gravity was interpolated from observed gravity values.
 JE0956
 JE0956;                    North         East    Units  Estimated Accuracy
 JE0956;SPC KS N     -    67,860.      641,630.      MT  (+/- 180 meters Scaled)
 JE0956
 JE0956                          SUPERSEDED SURVEY CONTROL
 JE0956
 JE0956  NGVD 29 (??/??/92)  250.34   (m)          821.3    (f) COMPUTED    2 0
 JE0956
 JE0956.Superseded values are not recommended for survey control.
 JE0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0956.See file dsdata.txt to determine how the superseded data were derived.
 JE0956
 JE0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD080092(NAD 83)
 JE0956_MARKER: DB = BENCH MARK DISK
 JE0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0956+STABILITY: SURFACE MOTION
 JE0956
 JE0956  HISTORY     - Date     Condition        Report By
 JE0956  HISTORY     - UNK      MONUMENTED       CGS
 JE0956  HISTORY     - 1934     GOOD             NGS
 JE0956
 JE0956                          STATION DESCRIPTION
 JE0956
 JE0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE0956'2.2 MI N FROM SIBLEYVILLE.
 JE0956'ON RIGHT OF WAY OF A.T. AND S.F. RAILROAD WEST END OF SOUTH
 JE0956'ABUTMENT 7.0 FEET BELOW THE TOP OF RAIL 12.0 WEST OF CENTER LINE
 JE0956'OF TRACK BRIDGE 4-A MILE POST BY RAIL ROAD MILEAGE 4.27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0957 ***********************************************************************
 JE0957  DESIGNATION -  B 44 RESET
 JE0957  PID         -  JE0957
 JE0957  STATE/COUNTY-  KS/DOUGLAS
 JE0957  USGS QUAD   -  LAWRENCE EAST (1978)
 JE0957
 JE0957                         *CURRENT SURVEY CONTROL
 JE0957  ___________________________________________________________________
 JE0957* NAD 83(1986)-  38 54 40.     (N)    095 12 49.     (W)     SCALED    
 JE0957* NAVD 88     -       250.510  (meters)     821.88   (feet)  ADJUSTED  
 JE0957  ___________________________________________________________________
 JE0957  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE0957  DYNAMIC HT  -         250.345 (meters)     821.34  (feet)  COMP
 JE0957  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 JE0957
 JE0957  VERT ORDER  -  SECOND    CLASS 0
 JE0957
 JE0957.The horizontal coordinates were scaled from a topographic map and have
 JE0957.an estimated accuracy of +/- 6 seconds.
 JE0957
 JE0957.The orthometric height was determined by differential leveling
 JE0957.and adjusted by the National Geodetic Survey in June 1991..
 JE0957
 JE0957.The geoid height was determined by GEOID03.
 JE0957
 JE0957.The dynamic height is computed by dividing the NAVD 88
 JE0957.geopotential number by the normal gravity value computed on the
 JE0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0957.degrees latitude (g = 980.6199 gals.).
 JE0957
 JE0957.The modeled gravity was interpolated from observed gravity values.
 JE0957
 JE0957;                    North         East    Units  Estimated Accuracy
 JE0957;SPC KS N     -    67,860.      641,630.      MT  (+/- 180 meters Scaled)
 JE0957
 JE0957                          SUPERSEDED SURVEY CONTROL
 JE0957
 JE0957  NGVD 29 (??/??/92)  250.423  (m)          821.60   (f) ADJ UNCH    2 0
 JE0957
 JE0957.Superseded values are not recommended for survey control.
 JE0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0957.See file dsdata.txt to determine how the superseded data were derived.
 JE0957
 JE0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD080092(NAD 83)
 JE0957_MARKER: DB = BENCH MARK DISK
 JE0957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0957_SP_SET: BRIDGE PIER
 JE0957_STAMPING: B 44 1934 RESET
 JE0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0957
 JE0957  HISTORY     - Date     Condition        Report By
 JE0957  HISTORY     - 1934     MONUMENTED       CGS
 JE0957
 JE0957                          STATION DESCRIPTION
 JE0957
 JE0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE0957'2.1 MI N FROM SIBLEYVILLE.
 JE0957'2.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE0957'FROM SIBLEYVILLE, DOUGLAS COUNTY, AT MILEAGE 4.27, AT BRIDGE
 JE0957'4-A OVER WAKARUSA RIVER, IN THE TOP OF THE WEST END OF THE SOUTH
 JE0957'PIER, AND 6 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED
 JE0957'B 44 1934 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0328 ***********************************************************************
 JF0328  DESIGNATION -  B 45
 JF0328  PID         -  JF0328
 JF0328  STATE/COUNTY-  KS/MARION
 JF0328  USGS QUAD   -  FLORENCE (1989)
 JF0328
 JF0328                         *CURRENT SURVEY CONTROL
 JF0328  ___________________________________________________________________
 JF0328* NAD 83(1986)-  38 13 02.     (N)    096 56 33.     (W)     SCALED    
 JF0328* NAVD 88     -       392.591  (meters)    1288.03   (feet)  ADJUSTED  
 JF0328  ___________________________________________________________________
 JF0328  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 JF0328  DYNAMIC HT  -         392.300 (meters)    1287.07  (feet)  COMP
 JF0328  MODELED GRAV-     979,877.7   (mgal)                       NAVD 88
 JF0328
 JF0328  VERT ORDER  -  SECOND    CLASS 0
 JF0328
 JF0328.The horizontal coordinates were scaled from a topographic map and have
 JF0328.an estimated accuracy of +/- 6 seconds.
 JF0328
 JF0328.The orthometric height was determined by differential leveling
 JF0328.and adjusted by the National Geodetic Survey in June 1991..
 JF0328
 JF0328.The geoid height was determined by GEOID03.
 JF0328
 JF0328.The dynamic height is computed by dividing the NAVD 88
 JF0328.geopotential number by the normal gravity value computed on the
 JF0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0328.degrees latitude (g = 980.6199 gals.).
 JF0328
 JF0328.The modeled gravity was interpolated from observed gravity values.
 JF0328
 JF0328;                    North         East    Units  Estimated Accuracy
 JF0328;SPC KS S     -   573,230.      536,380.      MT  (+/- 180 meters Scaled)
 JF0328
 JF0328                          SUPERSEDED SURVEY CONTROL
 JF0328
 JF0328  NGVD 29 (??/??/92)  392.434  (m)         1287.51   (f) ADJ UNCH    2 0
 JF0328
 JF0328.Superseded values are not recommended for survey control.
 JF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0328.See file dsdata.txt to determine how the superseded data were derived.
 JF0328
 JF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH801319(NAD 83)
 JF0328_MARKER: DB = BENCH MARK DISK
 JF0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0328_STAMPING: B 45 1934
 JF0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0328+STABILITY: SURFACE MOTION
 JF0328
 JF0328  HISTORY     - Date     Condition        Report By
 JF0328  HISTORY     - 1934     MONUMENTED       CGS
 JF0328  HISTORY     - 1940     GOOD             NGS
 JF0328
 JF0328                          STATION DESCRIPTION
 JF0328
 JF0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0328'1.9 MI S FROM FLORENCE.
 JF0328'1.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0328'FROM THE STATION AT FLORENCE, MARION COUNTY, 360 FEET SOUTH OF THE
 JF0328'SOUTH END OF BRIDGE NO. 158 B, 180 FEET EAST OF AN OIL WELL, 163
 JF0328'FEET NORTHWEST OF SEMAPHORE 158-2, 47 FEET WEST OF THE CENTERLINE
 JF0328'OF THE TRACK, AND 3.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 JF0328'A STANDARD DISK, STAMPED B 45 1934 AND SET IN THE TOP OF A CONCRETE
 JF0328'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0716 ***********************************************************************
 JF0716  DESIGNATION -  B 50
 JF0716  PID         -  JF0716
 JF0716  STATE/COUNTY-  KS/MARION
 JF0716  USGS QUAD   -  MARION (1985)
 JF0716
 JF0716                         *CURRENT SURVEY CONTROL
 JF0716  ___________________________________________________________________
 JF0716* NAD 83(1986)-  38 21 29.     (N)    097 03 30.     (W)     SCALED    
 JF0716* NAVD 88     -       400.158  (meters)    1312.85   (feet)  ADJUSTED  
 JF0716  ___________________________________________________________________
 JF0716  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 JF0716  DYNAMIC HT  -         399.864 (meters)    1311.89  (feet)  COMP
 JF0716  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 JF0716
 JF0716  VERT ORDER  -  SECOND    CLASS 0
 JF0716
 JF0716.The horizontal coordinates were scaled from a topographic map and have
 JF0716.an estimated accuracy of +/- 6 seconds.
 JF0716
 JF0716.The orthometric height was determined by differential leveling
 JF0716.and adjusted by the National Geodetic Survey in June 1991..
 JF0716
 JF0716.The geoid height was determined by GEOID03.
 JF0716
 JF0716.The dynamic height is computed by dividing the NAVD 88
 JF0716.geopotential number by the normal gravity value computed on the
 JF0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0716.degrees latitude (g = 980.6199 gals.).
 JF0716
 JF0716.The modeled gravity was interpolated from observed gravity values.
 JF0716
 JF0716;                    North         East    Units  Estimated Accuracy
 JF0716;SPC KS S     -   588,700.      526,000.      MT  (+/- 180 meters Scaled)
 JF0716
 JF0716                          SUPERSEDED SURVEY CONTROL
 JF0716
 JF0716  NGVD 29 (??/??/92)  399.999  (m)         1312.33   (f) ADJ UNCH    2 0
 JF0716
 JF0716.Superseded values are not recommended for survey control.
 JF0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0716.See file dsdata.txt to determine how the superseded data were derived.
 JF0716
 JF0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH696473(NAD 83)
 JF0716_MARKER: DB = BENCH MARK DISK
 JF0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0716+STABILITY: SURFACE MOTION
 JF0716
 JF0716  HISTORY     - Date     Condition        Report By
 JF0716  HISTORY     - UNK      MONUMENTED       CGS
 JF0716  HISTORY     - 1934     GOOD             NGS
 JF0716
 JF0716                          STATION DESCRIPTION
 JF0716
 JF0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0716'3 MI W FROM MARION.
 JF0716'3 MILES WEST BY RAIL, LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0716'FE R.R. CO.  IN THE NORTHEAST 1/4 OF SECTION 35 R 3 E T 19 S.
 JF0716'52.5 FT. SOUTH OF THE CENTER LINE OF THE TRACK.  26 FT. WEST
 JF0716'OF THE CENTER OF SECTION LINE ROAD.  1.9 FT. SOUTH OF RIGHT
 JF0716'OF WAY LINE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0299 ***********************************************************************
 JF0299  DESIGNATION -  B 51
 JF0299  PID         -  JF0299
 JF0299  STATE/COUNTY-  KS/CHASE
 JF0299  USGS QUAD   -  STRONG CITY (1989)
 JF0299
 JF0299                         *CURRENT SURVEY CONTROL
 JF0299  ___________________________________________________________________
 JF0299* NAD 83(1986)-  38 23 01.     (N)    096 30 07.     (W)     SCALED    
 JF0299* NAVD 88     -       355.599  (meters)    1166.66   (feet)  ADJUSTED  
 JF0299  ___________________________________________________________________
 JF0299  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 JF0299  DYNAMIC HT  -         355.341 (meters)    1165.81  (feet)  COMP
 JF0299  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 JF0299
 JF0299  VERT ORDER  -  SECOND    CLASS 0
 JF0299
 JF0299.The horizontal coordinates were scaled from a topographic map and have
 JF0299.an estimated accuracy of +/- 6 seconds.
 JF0299
 JF0299.The orthometric height was determined by differential leveling
 JF0299.and adjusted by the National Geodetic Survey in June 1991..
 JF0299
 JF0299.The geoid height was determined by GEOID03.
 JF0299
 JF0299.The dynamic height is computed by dividing the NAVD 88
 JF0299.geopotential number by the normal gravity value computed on the
 JF0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0299.degrees latitude (g = 980.6199 gals.).
 JF0299
 JF0299.The modeled gravity was interpolated from observed gravity values.
 JF0299
 JF0299;                    North         East    Units  Estimated Accuracy
 JF0299;SPC KS S     -   592,430.      574,560.      MT  (+/- 180 meters Scaled)
 JF0299
 JF0299                          SUPERSEDED SURVEY CONTROL
 JF0299
 JF0299  NGVD 29 (??/??/92)  355.454  (m)         1166.19   (f) ADJ UNCH    2 0
 JF0299
 JF0299.Superseded values are not recommended for survey control.
 JF0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0299.See file dsdata.txt to determine how the superseded data were derived.
 JF0299
 JF0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH181513(NAD 83)
 JF0299_MARKER: DB = BENCH MARK DISK
 JF0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0299+STABILITY: SURFACE MOTION
 JF0299
 JF0299  HISTORY     - Date     Condition        Report By
 JF0299  HISTORY     - UNK      MONUMENTED       CGS
 JF0299  HISTORY     - 1934     GOOD             NGS
 JF0299  HISTORY     - 1968     GOOD             NGS
 JF0299
 JF0299                          STATION DESCRIPTION
 JF0299
 JF0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0299'2.1 MI E FROM STRONG CITY.
 JF0299'2.1 MILES EAST OF STRONG CITY BY RAIL 57 FT. SOUTH OF CENTER-LINE
 JF0299'OF SOUTH TRACK 28 FT. WEST OF CENTER-LINE OF SECTION LINE ROAD
 JF0299'MARK IS 5 FEET N OF A STEEL RIGHT-OF-WAY POST AND 1 FOOT N OF A
 JF0299'METAL WITNESS POST.
 JF0299
 JF0299                          STATION RECOVERY (1968)
 JF0299
 JF0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0510 ***********************************************************************
 JF0510  DESIGNATION -  B 52
 JF0510  PID         -  JF0510
 JF0510  STATE/COUNTY-  KS/MARION
 JF0510  USGS QUAD   -  RAMONA (1985)
 JF0510
 JF0510                         *CURRENT SURVEY CONTROL
 JF0510  ___________________________________________________________________
 JF0510* NAD 83(1986)-  38 36 32.     (N)    097 01 48.     (W)     SCALED    
 JF0510* NAVD 88     -       421.347  (meters)    1382.37   (feet)  ADJUSTED  
 JF0510  ___________________________________________________________________
 JF0510  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 JF0510  DYNAMIC HT  -         421.041 (meters)    1381.37  (feet)  COMP
 JF0510  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 JF0510
 JF0510  VERT ORDER  -  SECOND    CLASS 0
 JF0510
 JF0510.The horizontal coordinates were scaled from a topographic map and have
 JF0510.an estimated accuracy of +/- 6 seconds.
 JF0510
 JF0510.The orthometric height was determined by differential leveling
 JF0510.and adjusted by the National Geodetic Survey in June 1991..
 JF0510
 JF0510.The geoid height was determined by GEOID03.
 JF0510
 JF0510.The dynamic height is computed by dividing the NAVD 88
 JF0510.geopotential number by the normal gravity value computed on the
 JF0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0510.degrees latitude (g = 980.6199 gals.).
 JF0510
 JF0510.The modeled gravity was interpolated from observed gravity values.
 JF0510
 JF0510;                    North         East    Units  Estimated Accuracy
 JF0510;SPC KS S     -   616,580.      528,040.      MT  (+/- 180 meters Scaled)
 JF0510
 JF0510                          SUPERSEDED SURVEY CONTROL
 JF0510
 JF0510  NGVD 29 (??/??/92)  421.199  (m)         1381.88   (f) ADJ UNCH    2 0
 JF0510
 JF0510.Superseded values are not recommended for survey control.
 JF0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0510.See file dsdata.txt to determine how the superseded data were derived.
 JF0510
 JF0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH715752(NAD 83)
 JF0510_MARKER: DB = BENCH MARK DISK
 JF0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0510+STABILITY: SURFACE MOTION
 JF0510
 JF0510  HISTORY     - Date     Condition        Report By
 JF0510  HISTORY     - UNK      MONUMENTED       CGS
 JF0510  HISTORY     - 1934     GOOD             NGS
 JF0510
 JF0510                          STATION DESCRIPTION
 JF0510
 JF0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0510'6.4 MI S FROM HOPE.
 JF0510'6.4 MILES SOUTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE
 JF0510'SANTA FE R.R. CO. APPROX. 200 YDS. SOUTH OF R.R. WATER TANK.
 JF0510'37 FT. EAST OF THE EAST RAIL OF SIDE TRACK.  25 FT. SOUTH OF THE
 JF0510'CENTER LINE OF SECTION LINE ROAD ALONG THE SOUTH SIDE OF DICKINSON
 JF0510'COUNTY.  3 FT. EAST OF RIGHT OF WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1141 ***********************************************************************
 JE1141  DESIGNATION -  B 53
 JE1141  PID         -  JE1141
 JE1141  STATE/COUNTY-  KS/COFFEY
 JE1141  USGS QUAD   -  GRIDLEY SE (1967)
 JE1141
 JE1141                         *CURRENT SURVEY CONTROL
 JE1141  ___________________________________________________________________
 JE1141* NAD 83(1986)-  38 04 46.     (N)    095 49 50.     (W)     SCALED    
 JE1141* NAVD 88     -       328.184  (meters)    1076.72   (feet)  ADJUSTED  
 JE1141  ___________________________________________________________________
 JE1141  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JE1141  DYNAMIC HT  -         327.939 (meters)    1075.91  (feet)  COMP
 JE1141  MODELED GRAV-     979,873.3   (mgal)                       NAVD 88
 JE1141
 JE1141  VERT ORDER  -  SECOND    CLASS 0
 JE1141
 JE1141.The horizontal coordinates were scaled from a topographic map and have
 JE1141.an estimated accuracy of +/- 6 seconds.
 JE1141
 JE1141.The orthometric height was determined by differential leveling
 JE1141.and adjusted by the National Geodetic Survey in June 1991..
 JE1141
 JE1141.The geoid height was determined by GEOID03.
 JE1141
 JE1141.The dynamic height is computed by dividing the NAVD 88
 JE1141.geopotential number by the normal gravity value computed on the
 JE1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1141.degrees latitude (g = 980.6199 gals.).
 JE1141
 JE1141.The modeled gravity was interpolated from observed gravity values.
 JE1141
 JE1141;                    North         East    Units  Estimated Accuracy
 JE1141;SPC KS S     -   560,150.      634,170.      MT  (+/- 180 meters Scaled)
 JE1141
 JE1141                          SUPERSEDED SURVEY CONTROL
 JE1141
 JE1141  NGVD 29 (??/??/92)  328.032  (m)         1076.22   (f) ADJ UNCH    2 0
 JE1141
 JE1141.Superseded values are not recommended for survey control.
 JE1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1141.See file dsdata.txt to determine how the superseded data were derived.
 JE1141
 JE1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC517184(NAD 83)
 JE1141_MARKER: DB = BENCH MARK DISK
 JE1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1141_STAMPING: B 53 1934
 JE1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1141+STABILITY: SURFACE MOTION
 JE1141
 JE1141  HISTORY     - Date     Condition        Report By
 JE1141  HISTORY     - 1934     MONUMENTED       CGS
 JE1141  HISTORY     - 1951     GOOD             NGS
 JE1141
 JE1141                          STATION DESCRIPTION
 JE1141
 JE1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1141'3.7 MI E FROM GRIDLEY.
 JE1141'ALONG THE ABANDONED MISSOURI PACIFIC RAILROAD, 64 FEET NORTH OF
 JE1141'TELEPHONE POLE.  45 FEET NORTH OF THE CENTER OF ROADBED, 28 FEET
 JE1141'WEST OF THE CENTER OF ROAD AND IN FENCE LINE.  THE DISK IS SET
 JE1141'IN THE TOP OF CONCRETE POST, PROJECTING 4 INCHES.  TO REACH
 JE1141'FROM THE GRIDLEY SCHOOL, GO SOUTH ON GRAVEL ROAD FOR 1.0 MILE TO
 JE1141'A T-ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.0 MILE TO A T-ROAD
 JE1141'RIGHT.  CONTINUE EAST FOR 2.0 MILES.  TURN RIGHT AND GO SOUTH FOR
 JE1141'0.2 MILE TO OLD ROADBED AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1098 ***********************************************************************
 JE1098  DESIGNATION -  B 54 RESET
 JE1098  PID         -  JE1098
 JE1098  STATE/COUNTY-  KS/ANDERSON
 JE1098  USGS QUAD   -  BLUE MOUND (1966)
 JE1098
 JE1098                         *CURRENT SURVEY CONTROL
 JE1098  ___________________________________________________________________
 JE1098* NAD 83(1986)-  38 05 19.     (N)    095 06 49.     (W)     SCALED    
 JE1098* NAVD 88     -       320.064  (meters)    1050.08   (feet)  ADJUSTED  
 JE1098  ___________________________________________________________________
 JE1098  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JE1098  DYNAMIC HT  -         319.826 (meters)    1049.30  (feet)  COMP
 JE1098  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 JE1098
 JE1098  VERT ORDER  -  SECOND    CLASS 0
 JE1098
 JE1098.The horizontal coordinates were scaled from a topographic map and have
 JE1098.an estimated accuracy of +/- 6 seconds.
 JE1098
 JE1098.The orthometric height was determined by differential leveling
 JE1098.and adjusted by the National Geodetic Survey in June 1991..
 JE1098
 JE1098.The geoid height was determined by GEOID03.
 JE1098
 JE1098.The dynamic height is computed by dividing the NAVD 88
 JE1098.geopotential number by the normal gravity value computed on the
 JE1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1098.degrees latitude (g = 980.6199 gals.).
 JE1098
 JE1098.The modeled gravity was interpolated from observed gravity values.
 JE1098
 JE1098;                    North         East    Units  Estimated Accuracy
 JE1098;SPC KS S     -   563,210.      696,990.      MT  (+/- 180 meters Scaled)
 JE1098
 JE1098                          SUPERSEDED SURVEY CONTROL
 JE1098
 JE1098  NGVD 29 (??/??/92)  319.916  (m)         1049.59   (f) ADJ UNCH    2 0
 JE1098
 JE1098.Superseded values are not recommended for survey control.
 JE1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1098.See file dsdata.txt to determine how the superseded data were derived.
 JE1098
 JE1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC146177(NAD 83)
 JE1098_MARKER: DB = BENCH MARK DISK
 JE1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1098_STAMPING: B 54 1934 RESET
 JE1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1098+STABILITY: SURFACE MOTION
 JE1098
 JE1098  HISTORY     - Date     Condition        Report By
 JE1098  HISTORY     - 1934     MONUMENTED       CGS
 JE1098  HISTORY     - 1951     GOOD             NGS
 JE1098
 JE1098                          STATION DESCRIPTION
 JE1098
 JE1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1098'2.3 MI E FROM KINCAID.
 JE1098'2.3 MILES EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE1098'RAILROAD FROM THE W.H. LOCKWOOD GARAGE AT KINCAID, ANDERSON
 JE1098'COUNTY, AT THE CROSSING OF A NORTH-AND-SOUTH DIRT ROAD, 32.5
 JE1098'FEET EAST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTH OF THE
 JE1098'CENTER LINE OF THE OLD ROADBED, 11.5 FEET EAST OF A FENCE CORNER,
 JE1098'1 FOOT NORTH OF THE FENCE, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 JE1098'POST, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED B
 JE1098'54 1934 RESET AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE1098'6 INCHES ABOVE GROUND.  IT MAY ALSO BE REACHED FROM MAIN STREET
 JE1098'IN KINCAID BY GOING 0.1 MILE EAST ON STATE HIGHWAY 52 TO AN
 JE1098'UNDERPASS, CONTINUE 2.0 MILES EAST ON STATE HIGHWAY 32, THEN
 JE1098'GO 0.5 MILE NORTH.
 JE1098
 JE1098                          STATION RECOVERY (1951)
 JE1098
 JE1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0415 ***********************************************************************
 HE0415  DESIGNATION -  B 55
 HE0415  PID         -  HE0415
 HE0415  STATE/COUNTY-  KS/NEOSHO
 HE0415  USGS QUAD   -  GALESBURG (1973)
 HE0415
 HE0415                         *CURRENT SURVEY CONTROL
 HE0415  ___________________________________________________________________
 HE0415* NAD 83(1986)-  37 23 54.     (N)    095 15 40.     (W)     SCALED    
 HE0415* NAVD 88     -       283.725  (meters)     930.85   (feet)  ADJUSTED  
 HE0415  ___________________________________________________________________
 HE0415  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HE0415  DYNAMIC HT  -         283.502 (meters)     930.12  (feet)  COMP
 HE0415  MODELED GRAV-     979,837.5   (mgal)                       NAVD 88
 HE0415
 HE0415  VERT ORDER  -  SECOND    CLASS 0
 HE0415
 HE0415.The horizontal coordinates were scaled from a topographic map and have
 HE0415.an estimated accuracy of +/- 6 seconds.
 HE0415
 HE0415.The orthometric height was determined by differential leveling
 HE0415.and adjusted by the National Geodetic Survey in June 1991..
 HE0415
 HE0415.The geoid height was determined by GEOID03.
 HE0415
 HE0415.The dynamic height is computed by dividing the NAVD 88
 HE0415.geopotential number by the normal gravity value computed on the
 HE0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0415.degrees latitude (g = 980.6199 gals.).
 HE0415
 HE0415.The modeled gravity was interpolated from observed gravity values.
 HE0415
 HE0415;                    North         East    Units  Estimated Accuracy
 HE0415;SPC KS S     -   486,190.      686,720.      MT  (+/- 180 meters Scaled)
 HE0415
 HE0415                          SUPERSEDED SURVEY CONTROL
 HE0415
 HE0415  NGVD 29 (??/??/92)  283.589  (m)          930.41   (f) ADJ UNCH    2 0
 HE0415
 HE0415.Superseded values are not recommended for survey control.
 HE0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0415.See file dsdata.txt to determine how the superseded data were derived.
 HE0415
 HE0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB998414(NAD 83)
 HE0415_MARKER: DB = BENCH MARK DISK
 HE0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0415_STAMPING: B 55 1934
 HE0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0415+STABILITY: SURFACE MOTION
 HE0415
 HE0415  HISTORY     - Date     Condition        Report By
 HE0415  HISTORY     - 1934     MONUMENTED       CGS
 HE0415  HISTORY     - 1964     GOOD             NGS
 HE0415
 HE0415                          STATION DESCRIPTION
 HE0415
 HE0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HE0415'3.4 MI N FROM PARSONS.
 HE0415'IN NEOSHO COUNTY, 3.4 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS
 HE0415'RAILROAD FROM PARSONS, LABETTE COUNTY, AT MILEAGE 132.57, AT
 HE0415'A ROAD CROSSING, 47 FEET WEST OF THE CENTER LINE OF THE TRACK,
 HE0415'AND 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 HE0415'DISK, STAMPED B 55 1934 AND SET IN THE TOP OF A CONCRETE
 HE0415'POST.  THE BENCH MARK IS 2.0 FEET FROM FENCE CORNER.  3.0 FEET
 HE0415'FROM TELEPHONE POLE AND PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1035 ***********************************************************************
 JE1035  DESIGNATION -  B 56
 JE1035  PID         -  JE1035
 JE1035  STATE/COUNTY-  KS/ALLEN
 JE1035  USGS QUAD   -  KINCAID (1983)
 JE1035
 JE1035                         *CURRENT SURVEY CONTROL
 JE1035  ___________________________________________________________________
 JE1035* NAD 83(1986)-  38 01 24.     (N)    095 10 16.     (W)     SCALED    
 JE1035* NAVD 88     -       324.389  (meters)    1064.27   (feet)  ADJUSTED  
 JE1035  ___________________________________________________________________
 JE1035  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JE1035  DYNAMIC HT  -         324.141 (meters)    1063.45  (feet)  COMP
 JE1035  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 JE1035
 JE1035  VERT ORDER  -  SECOND    CLASS 0
 JE1035
 JE1035.The horizontal coordinates were scaled from a topographic map and have
 JE1035.an estimated accuracy of +/- 6 seconds.
 JE1035
 JE1035.The orthometric height was determined by differential leveling
 JE1035.and adjusted by the National Geodetic Survey in June 1991..
 JE1035
 JE1035.The geoid height was determined by GEOID03.
 JE1035
 JE1035.The dynamic height is computed by dividing the NAVD 88
 JE1035.geopotential number by the normal gravity value computed on the
 JE1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1035.degrees latitude (g = 980.6199 gals.).
 JE1035
 JE1035.The modeled gravity was interpolated from observed gravity values.
 JE1035
 JE1035;                    North         East    Units  Estimated Accuracy
 JE1035;SPC KS S     -   555,790.      692,210.      MT  (+/- 180 meters Scaled)
 JE1035
 JE1035                          SUPERSEDED SURVEY CONTROL
 JE1035
 JE1035  NGVD 29 (??/??/92)  324.253  (m)         1063.82   (f) ADJ UNCH    2 0
 JE1035
 JE1035.Superseded values are not recommended for survey control.
 JE1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1035.See file dsdata.txt to determine how the superseded data were derived.
 JE1035
 JE1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC094106(NAD 83)
 JE1035_MARKER: DB = BENCH MARK DISK
 JE1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1035_STAMPING: B 56 1934
 JE1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1035+STABILITY: SURFACE MOTION
 JE1035
 JE1035  HISTORY     - Date     Condition        Report By
 JE1035  HISTORY     - 1934     MONUMENTED       CGS
 JE1035
 JE1035                          STATION DESCRIPTION
 JE1035
 JE1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1035'AT MILDRED.
 JE1035'AT MILDRED, ALLEN COUNTY, ON THE MISSOURI-KANSAS-TEXAS RAILROAD,
 JE1035'40 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, AT
 JE1035'MILEPOST 87, AT A ROAD CROSSING, 53 FEET NORTH OF THE CENTER
 JE1035'LINE OF THE ROAD, AND 48 FEET WEST OF THE CENTER LINE OF THE
 JE1035'TRACK.  A STANDARD DISK, STAMPED B 56 1934 AND SET IN THE TOP
 JE1035'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0341 ***********************************************************************
 KH0341  DESIGNATION -  B 6
 KH0341  PID         -  KH0341
 KH0341  STATE/COUNTY-  KS/LOGAN
 KH0341  USGS QUAD   -  MONUMENT (1972)
 KH0341
 KH0341                         *CURRENT SURVEY CONTROL
 KH0341  ___________________________________________________________________
 KH0341* NAD 83(1986)-  39 05 42.     (N)    101 06 32.     (W)     SCALED    
 KH0341* NAVD 88     -       980.421  (meters)    3216.60   (feet)  ADJUSTED  
 KH0341  ___________________________________________________________________
 KH0341  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 KH0341  DYNAMIC HT  -         979.625 (meters)    3213.99  (feet)  COMP
 KH0341  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 KH0341
 KH0341  VERT ORDER  -  FIRST     CLASS II
 KH0341
 KH0341.The horizontal coordinates were scaled from a topographic map and have
 KH0341.an estimated accuracy of +/- 6 seconds.
 KH0341
 KH0341.The orthometric height was determined by differential leveling
 KH0341.and adjusted by the National Geodetic Survey in June 1991..
 KH0341
 KH0341.The geoid height was determined by GEOID03.
 KH0341
 KH0341.The dynamic height is computed by dividing the NAVD 88
 KH0341.geopotential number by the normal gravity value computed on the
 KH0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0341.degrees latitude (g = 980.6199 gals.).
 KH0341
 KH0341.The modeled gravity was interpolated from observed gravity values.
 KH0341
 KH0341;                    North         East    Units  Estimated Accuracy
 KH0341;SPC KS N     -    89,170.      131,110.      MT  (+/- 180 meters Scaled)
 KH0341
 KH0341                          SUPERSEDED SURVEY CONTROL
 KH0341
 KH0341  NGVD 29 (??/??/92)  980.051  (m)         3215.38   (f) ADJ UNCH    1 2
 KH0341
 KH0341.Superseded values are not recommended for survey control.
 KH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0341.See file dsdata.txt to determine how the superseded data were derived.
 KH0341
 KH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ176294(NAD 83)
 KH0341_MARKER: DB = BENCH MARK DISK
 KH0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0341_STAMPING: B 6 1933
 KH0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0341+STABILITY: SURFACE MOTION
 KH0341
 KH0341  HISTORY     - Date     Condition        Report By
 KH0341  HISTORY     - 1933     MONUMENTED       CGS
 KH0341  HISTORY     - 1952     GOOD             NGS
 KH0341
 KH0341                          STATION DESCRIPTION
 KH0341
 KH0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0341'2.2 MI E FROM PAGE CITY.
 KH0341'2.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0341'AT PAGE CITY, AT A ROAD CROSSING, 72.6 FEET SOUTH OF A FENCE
 KH0341'CORNER, 53.5 FEET SOUTHWEST OF A TELEPHONE POLE, 48.8 FEET NORTH
 KH0341'OF THE NORTH RAIL, 38 FEET EAST OF THE CENTER LINE OF A NORTH AND
 KH0341'SOUTH DIRT ROAD, 2.2 FEET EAST OF A FENCE, 1.3 FEET WEST OF A
 KH0341'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KH0341'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0080 ***********************************************************************
 JH0080  DESIGNATION -  B 7
 JH0080  PID         -  JH0080
 JH0080  STATE/COUNTY-  KS/FINNEY
 JH0080  USGS QUAD   -  SHALLOW WATER (1976)
 JH0080
 JH0080                         *CURRENT SURVEY CONTROL
 JH0080  ___________________________________________________________________
 JH0080* NAD 83(1986)-  38 15 39.     (N)    100 54 40.     (W)     SCALED    
 JH0080* NAVD 88     -       887.583  (meters)    2912.01   (feet)  POSTED    
 JH0080  ___________________________________________________________________
 JH0080  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 JH0080  DYNAMIC HT  -         886.830 (meters)    2909.54  (feet)  COMP
 JH0080  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 JH0080
 JH0080  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JH0080
 JH0080.The horizontal coordinates were scaled from a topographic map and have
 JH0080.an estimated accuracy of +/- 6 seconds.
 JH0080
 JH0080.The orthometric height was determined by differential leveling
 JH0080.and adjusted by the National Geodetic Survey in 1992..
 JH0080.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JH0080.rate of 2.1 thru 3.0 mm/km.
 JH0080
 JH0080.The geoid height was determined by GEOID03.
 JH0080
 JH0080.The dynamic height is computed by dividing the NAVD 88
 JH0080.geopotential number by the normal gravity value computed on the
 JH0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0080.degrees latitude (g = 980.6199 gals.).
 JH0080
 JH0080.The modeled gravity was interpolated from observed gravity values.
 JH0080
 JH0080;                    North         East    Units  Estimated Accuracy
 JH0080;SPC KS S     -   579,660.      189,010.      MT  (+/- 180 meters Scaled)
 JH0080
 JH0080                          SUPERSEDED SURVEY CONTROL
 JH0080
 JH0080  NGVD 29 (??/??/92)  887.281  (m)         2911.02   (f) ADJ UNCH    1 2
 JH0080
 JH0080.Superseded values are not recommended for survey control.
 JH0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0080.See file dsdata.txt to determine how the superseded data were derived.
 JH0080
 JH0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH327364(NAD 83)
 JH0080_MARKER: DB = BENCH MARK DISK
 JH0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0080_STAMPING: B-7 1933 2911.021
 JH0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0080+STABILITY: SURFACE MOTION
 JH0080
 JH0080  HISTORY     - Date     Condition        Report By
 JH0080  HISTORY     - 1933     MONUMENTED       CGS
 JH0080  HISTORY     - 1942     GOOD             ATSFRR
 JH0080
 JH0080                          STATION DESCRIPTION
 JH0080
 JH0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0080'AT FRIEND.
 JH0080'109 FEET EAST OF FRIEND DEPOT.  120 FEET NORTHEAST OF THE TENTH
 JH0080'TELEGRAPH POLE NORTH OF MILE POST 136.  78 FEET EAST OF
 JH0080'CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  1 FOOT WEST
 JH0080'OF RIGHT-OF-WAY FENCE LINE.
 JH0080
 JH0080                          STATION RECOVERY (1942)
 JH0080
 JH0080'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1942
 JH0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0298 ***********************************************************************
 KH0298  DESIGNATION -  B 78
 KH0298  PID         -  KH0298
 KH0298  STATE/COUNTY-  KS/RAWLINS
 KH0298  USGS QUAD   -  ATWOOD (1978)
 KH0298
 KH0298                         *CURRENT SURVEY CONTROL
 KH0298  ___________________________________________________________________
 KH0298* NAD 83(1986)-  39 48 26.     (N)    101 02 24.     (W)     SCALED    
 KH0298* NAVD 88     -       872.086  (meters)    2861.17   (feet)  ADJUSTED  
 KH0298  ___________________________________________________________________
 KH0298  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KH0298  DYNAMIC HT  -         871.448 (meters)    2859.08  (feet)  COMP
 KH0298  MODELED GRAV-     979,865.9   (mgal)                       NAVD 88
 KH0298
 KH0298  VERT ORDER  -  SECOND    CLASS 0
 KH0298
 KH0298.The horizontal coordinates were scaled from a topographic map and have
 KH0298.an estimated accuracy of +/- 6 seconds.
 KH0298
 KH0298.The orthometric height was determined by differential leveling
 KH0298.and adjusted by the National Geodetic Survey in June 1991..
 KH0298
 KH0298.The geoid height was determined by GEOID03.
 KH0298
 KH0298.The dynamic height is computed by dividing the NAVD 88
 KH0298.geopotential number by the normal gravity value computed on the
 KH0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0298.degrees latitude (g = 980.6199 gals.).
 KH0298
 KH0298.The modeled gravity was interpolated from observed gravity values.
 KH0298
 KH0298;                    North         East    Units  Estimated Accuracy
 KH0298;SPC KS N     -   167,990.      139,720.      MT  (+/- 180 meters Scaled)
 KH0298
 KH0298                          SUPERSEDED SURVEY CONTROL
 KH0298
 KH0298  NGVD 29 (??/??/92)  871.745  (m)         2860.05   (f) ADJ UNCH    2 0
 KH0298
 KH0298.Superseded values are not recommended for survey control.
 KH0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0298.See file dsdata.txt to determine how the superseded data were derived.
 KH0298
 KH0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK253083(NAD 83)
 KH0298_MARKER: DB = BENCH MARK DISK
 KH0298_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KH0298_SP_SET: BUILDING WALL
 KH0298_STAMPING: B 78 1934
 KH0298_MARK LOGO: CGS   
 KH0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0298+STABILITY: SURFACE MOTION
 KH0298
 KH0298  HISTORY     - Date     Condition        Report By
 KH0298  HISTORY     - 1934     MONUMENTED       CGS
 KH0298  HISTORY     - 1987     GOOD             NOSAMC
 KH0298
 KH0298                          STATION DESCRIPTION
 KH0298
 KH0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0298'AT ATWOOD.
 KH0298'AT ATWOOD, DISK SET IN VERTICALLY IN SW CORNER OF RAWLINS COUNTY
 KH0298'COURT HOUSE, 35 FT W OF MAIN ENTRANCE TO BUILDING, 1 1/2 FT E
 KH0298'OF CORNER, 3 FT ABOVE LEVEL OF SIDE WALK.
 KH0298
 KH0298                          STATION RECOVERY (1987)
 KH0298
 KH0298'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KH0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0177 ***********************************************************************
 HH0177  DESIGNATION -  B 8
 HH0177  PID         -  HH0177
 HH0177  STATE/COUNTY-  KS/HASKELL
 HH0177  USGS QUAD   -  WEST OF COPELAND (1978)
 HH0177
 HH0177                         *CURRENT SURVEY CONTROL
 HH0177  ___________________________________________________________________
 HH0177* NAD 83(1986)-  37 37 14.     (N)    100 52 15.     (W)     SCALED    
 HH0177* NAVD 88     -       899.993  (meters)    2952.73   (feet)  ADJUSTED  
 HH0177  ___________________________________________________________________
 HH0177  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 HH0177  DYNAMIC HT  -         899.156 (meters)    2949.98  (feet)  COMP
 HH0177  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 HH0177
 HH0177  VERT ORDER  -  FIRST     CLASS II
 HH0177
 HH0177.The horizontal coordinates were scaled from a topographic map and have
 HH0177.an estimated accuracy of +/- 6 seconds.
 HH0177
 HH0177.The orthometric height was determined by differential leveling
 HH0177.and adjusted by the National Geodetic Survey in June 1991..
 HH0177
 HH0177.The geoid height was determined by GEOID03.
 HH0177
 HH0177.The dynamic height is computed by dividing the NAVD 88
 HH0177.geopotential number by the normal gravity value computed on the
 HH0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0177.degrees latitude (g = 980.6199 gals.).
 HH0177
 HH0177.The modeled gravity was interpolated from observed gravity values.
 HH0177
 HH0177;                    North         East    Units  Estimated Accuracy
 HH0177;SPC KS S     -   508,530.      190,730.      MT  (+/- 180 meters Scaled)
 HH0177
 HH0177                          SUPERSEDED SURVEY CONTROL
 HH0177
 HH0177  NGVD 29 (??/??/92)  899.614  (m)         2951.48   (f) ADJ UNCH    1 2
 HH0177
 HH0177.Superseded values are not recommended for survey control.
 HH0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0177.See file dsdata.txt to determine how the superseded data were derived.
 HH0177
 HH0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG348653(NAD 83)
 HH0177_MARKER: DB = BENCH MARK DISK
 HH0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0177_STAMPING: B 8 1933
 HH0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0177+STABILITY: SURFACE MOTION
 HH0177
 HH0177  HISTORY     - Date     Condition        Report By
 HH0177  HISTORY     - 1933     MONUMENTED       CGS
 HH0177  HISTORY     - 1962     MARK NOT FOUND   NGS
 HH0177
 HH0177                          STATION DESCRIPTION
 HH0177
 HH0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0177'23.6 MI S FROM GARDEN CITY.
 HH0177'IN HASKELL COUNTY, ABOUT 23.6 MILES SOUTH ALONG U.S. HIGHWAY 83
 HH0177'FROM THE MUNICIPAL WATER PLANT AT GARDEN CITY, FINNEY COUNTY, ABOUT
 HH0177'10.0 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY 45, ABOUT
 HH0177'285 FEET NORTHWEST OF A LARGE UNPAINTED FARMHOUSE, 42 FEET NORTH
 HH0177'OF THE CENTER LINE OF AN EAST-AND-WEST COUNTY ROAD, 42 FEET WEST
 HH0177'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF A FENCE
 HH0177'CORNER, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 HH0177'DISK, STAMPED B 8 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HH0177
 HH0177                          STATION RECOVERY (1962)
 HH0177
 HH0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HH0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0446 ***********************************************************************
 KH0446  DESIGNATION -  B 80
 KH0446  PID         -  KH0446
 KH0446  STATE/COUNTY-  KS/SHERMAN
 KH0446  USGS QUAD   -  GOODLAND (1974)
 KH0446
 KH0446                         *CURRENT SURVEY CONTROL
 KH0446  ___________________________________________________________________
 KH0446* NAD 83(1997)-  39 18 27.40443(N)    101 43 35.24826(W)     ADJUSTED  
 KH0446* NAVD 88     -      1129.683  (meters)    3706.30   (feet)  ADJUSTED  
 KH0446  ___________________________________________________________________
 KH0446  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 KH0446  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KH0446  DYNAMIC HT  -        1128.729 (meters)    3703.17  (feet)  COMP
 KH0446  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 KH0446
 KH0446  HORZ ORDER  -  SECOND
 KH0446  VERT ORDER  -  SECOND    CLASS 0
 KH0446
 KH0446.The horizontal coordinates were established by classical geodetic methods
 KH0446.and adjusted by the National Geodetic Survey in October 1998..
 KH0446
 KH0446.The orthometric height was determined by differential leveling
 KH0446.and adjusted by the National Geodetic Survey in June 1991..
 KH0446
 KH0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0446
 KH0446.The geoid height was determined by GEOID03.
 KH0446
 KH0446.The dynamic height is computed by dividing the NAVD 88
 KH0446.geopotential number by the normal gravity value computed on the
 KH0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0446.degrees latitude (g = 980.6199 gals.).
 KH0446
 KH0446.The modeled gravity was interpolated from observed gravity values.
 KH0446
 KH0446;                    North         East     Units Scale Factor Converg.
 KH0446;SPC KS N     -   114,768.292    78,697.193   MT  0.99995734   -2 21 28.0
 KH0446;UTM  14      - 4,354,458.265   264,919.204   MT  1.00028048   -1 43 40.6
 KH0446
 KH0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0446!SPC KS N     -   0.99982653  x   0.99995734  =   0.99978387
 KH0446!UTM  14      -   0.99982653  x   1.00028048  =   1.00010696
 KH0446
 KH0446                          SUPERSEDED SURVEY CONTROL
 KH0446
 KH0446  NAD 83(1986)-  39 18 27.40439(N)    101 43 35.24804(W) AD(       ) 2
 KH0446  NAD 27      -  39 18 27.40300(N)    101 43 33.62500(W) AD(       ) 2
 KH0446  NGVD 29 (??/??/92) 1129.224  (m)         3704.80   (f) ADJ UNCH    2 0
 KH0446
 KH0446.Superseded values are not recommended for survey control.
 KH0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0446.See file dsdata.txt to determine how the superseded data were derived.
 KH0446
 KH0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6491954458(NAD 83)
 KH0446_MARKER: DB = BENCH MARK DISK
 KH0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0446_STAMPING: B 80 1935
 KH0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0446+STABILITY: SURFACE MOTION
 KH0446
 KH0446  HISTORY     - Date     Condition        Report By
 KH0446  HISTORY     - 1951     MONUMENTED       CGS
 KH0446  HISTORY     - 1940     GOOD             NGS
 KH0446  HISTORY     - 1966     GOOD             NGS
 KH0446  HISTORY     - 1974     GOOD             USAF
 KH0446
 KH0446                          STATION DESCRIPTION
 KH0446
 KH0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KH0446'THE STATION IS LOCATED 2 MILES SOUTH OF GOODLAND IN THE NORTHWEST
 KH0446'CORNER OF A CULTIVATED FIELD, 42 FEET EAST FROM THE CENTER OF
 KH0446'STATE HIGHWAY 27, 30 FEET SOUTH FROM THE CENTER OF A SECTION
 KH0446'LINE ROAD AND 12 FEET EAST FROM A WITNESS POST.  IT IS STAMPED
 KH0446'GOODLAND 1933 AND IS 12 INCHES BELOW THE SURFACE OF THE
 KH0446'GROUND.
 KH0446'
 KH0446'TO REACH THE STATION FROM THE POST OFFICE IN GOODLAND, GO WEST
 KH0446'ON 11TH. STREET FOR 0.8 MILE TO A T ROAD INTERSECTION, TURN
 KH0446'LEFT AND GO SOUTH FOR 0.8 MILE TO THE JUNCTION OF U.S. HIGHWAY
 KH0446'24 AND STATE HIGHWAY 27.  CONTINUE SOUTH ON STATE HIGHWAY 27
 KH0446'FOR 1.75 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KH0446'CONTINUE SOUTH FOR 0.3 MILE TO THE STATION ON THE LEFT AS
 KH0446'DESCRIBED.
 KH0446'
 KH0446'A TRAVERSE MEASUREMENT WAS MADE TO A BENCH MARK.  IT IS A
 KH0446'STANDARD U.S.C. AND G.S. DISK SET IN THE TOP OF AN 8 INCH SQUARE
 KH0446'CONCRETE POST.  IT IS SITUATED 63 FEET WEST FROM THE CENTER
 KH0446'OF STATE HIGHWAY 27 AND 22 FEET SOUTH FROM THE CENTER OF A
 KH0446'SECTION LINE ROAD.  IT IS STAMPED B 80 1935 AND IS SET FLUSH
 KH0446'WITH THE SURFACE OF THE GROUND.
 KH0446
 KH0446                          STATION RECOVERY (1940)
 KH0446
 KH0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KH0446'3 MI SW FROM GOODLAND.
 KH0446'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0446'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0446'PARALLELING RAILROAD TRACKS, GO 0.7 MILE, TURN LEFT (SOUTH)
 KH0446'ACROSS THE TRACKS ONTO SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0446'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 2.0 MILES.  BENCH
 KH0446'MARK IS AT AN INTERSECTION OF THE HIGHWAY WITH AN EAST-WEST
 KH0446'SECTION LINE ROAD, 70 FEET SOUTHWEST OF THE CENTER OF THE
 KH0446'INTERSECTION, 67 FEET WEST OF CENTER LINE OF THE HIGHWAY, 21
 KH0446'FEET SOUTH OF CENTER LINE OF THE SECTION LINE ROAD, 3.5 FEET
 KH0446'EAST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0
 KH0446'FEET, 1.5 FEET SOUTH OF A FENCE LINE.  A STD. DISK B M IN A
 KH0446'CAST-IN-PLACE CONCRETE POST PROJECTING 0.2 FOOT.
 KH0446
 KH0446                          STATION RECOVERY (1966)
 KH0446
 KH0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KH0446'RECOVERED IN GOOD CONDITION.
 KH0446
 KH0446                          STATION RECOVERY (1974)
 KH0446
 KH0446'RECOVERY NOTE BY US AIR FORCE 1974
 KH0446'BM B 80 WAS RECOVERED AS DESCRIBED IN THE GOODLAND 1933 1951
 KH0446'STATION DESCRIPTION.
 KH0446'
 KH0446'THE 1951 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0316 ***********************************************************************
 KH0316  DESIGNATION -  B 81
 KH0316  PID         -  KH0316
 KH0316  STATE/COUNTY-  KS/THOMAS
 KH0316  USGS QUAD   -  LEVANT (1967)
 KH0316
 KH0316                         *CURRENT SURVEY CONTROL
 KH0316  ___________________________________________________________________
 KH0316* NAD 83(1986)-  39 23 17.     (N)    101 11 06.     (W)     SCALED    
 KH0316* NAVD 88     -      1004.709  (meters)    3296.28   (feet)  ADJUSTED  
 KH0316  ___________________________________________________________________
 KH0316  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 KH0316  DYNAMIC HT  -        1003.905 (meters)    3293.64  (feet)  COMP
 KH0316  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 KH0316
 KH0316  VERT ORDER  -  SECOND    CLASS 0
 KH0316
 KH0316.The horizontal coordinates were scaled from a topographic map and have
 KH0316.an estimated accuracy of +/- 6 seconds.
 KH0316
 KH0316.The orthometric height was determined by differential leveling
 KH0316.and adjusted by the National Geodetic Survey in June 1991..
 KH0316
 KH0316.The geoid height was determined by GEOID03.
 KH0316
 KH0316.The dynamic height is computed by dividing the NAVD 88
 KH0316.geopotential number by the normal gravity value computed on the
 KH0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0316.degrees latitude (g = 980.6199 gals.).
 KH0316
 KH0316.The modeled gravity was interpolated from observed gravity values.
 KH0316
 KH0316;                    North         East    Units  Estimated Accuracy
 KH0316;SPC KS N     -   121,910.      125,680.      MT  (+/- 180 meters Scaled)
 KH0316
 KH0316                          SUPERSEDED SURVEY CONTROL
 KH0316
 KH0316  NGVD 29 (??/??/92) 1004.323  (m)         3295.02   (f) ADJ UNCH    2 0
 KH0316
 KH0316.Superseded values are not recommended for survey control.
 KH0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0316.See file dsdata.txt to determine how the superseded data were derived.
 KH0316
 KH0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ118621(NAD 83)
 KH0316_MARKER: DB = BENCH MARK DISK
 KH0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0316_STAMPING: B 81 1935
 KH0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0316+STABILITY: SURFACE MOTION
 KH0316
 KH0316  HISTORY     - Date     Condition        Report By
 KH0316  HISTORY     - 1935     MONUMENTED       CGS
 KH0316  HISTORY     - 1942     GOOD             NGS
 KH0316
 KH0316                          STATION DESCRIPTION
 KH0316
 KH0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0316'0.7 MI E FROM LEVANT.
 KH0316'0.7 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0316'FROM THE STATION AT LEVANT, THOMAS COUNTY, 1-1/4 POLES WEST
 KH0316'OF MILE POLE 395/10, AT A NORTH-AND-SOUTH ROAD CROSSING, 45 FEET
 KH0316'SOUTH OF THE CENTER LINE OF THE TRACK, 35 FEET EAST OF THE
 KH0316'CENTER LINE OF THE ROAD, AND 1 FOOT NORTH AND 1 FOOT EAST OF A
 KH0316'FENCE CORNER.  A STANDARD DISK, STAMPED B 81 1935 AND SET
 KH0316'IN THE TOP OF A CONCRETE POST.
 KH0316
 KH0316                          STATION RECOVERY (1942)
 KH0316
 KH0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0402 ***********************************************************************
 KH0402  DESIGNATION -  B 82
 KH0402  PID         -  KH0402
 KH0402  STATE/COUNTY-  KS/SHERMAN
 KH0402  USGS QUAD   -  GOODLAND (1974)
 KH0402
 KH0402                         *CURRENT SURVEY CONTROL
 KH0402  ___________________________________________________________________
 KH0402* NAD 83(1997)-  39 20 24.16537(N)    101 37 57.98891(W)     ADJUSTED  
 KH0402* NAVD 88     -      1105.423  (meters)    3626.71   (feet)  ADJUSTED  
 KH0402  ___________________________________________________________________
 KH0402  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 KH0402  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 KH0402  DYNAMIC HT  -        1104.498 (meters)    3623.67  (feet)  COMP
 KH0402  MODELED GRAV-     979,751.9   (mgal)                       NAVD 88
 KH0402
 KH0402  HORZ ORDER  -  SECOND
 KH0402  VERT ORDER  -  SECOND    CLASS 0
 KH0402
 KH0402.The horizontal coordinates were established by classical geodetic methods
 KH0402.and adjusted by the National Geodetic Survey in October 1998..
 KH0402
 KH0402.The orthometric height was determined by differential leveling
 KH0402.and adjusted by the National Geodetic Survey in June 1991..
 KH0402
 KH0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0402
 KH0402.The geoid height was determined by GEOID03.
 KH0402
 KH0402.The dynamic height is computed by dividing the NAVD 88
 KH0402.geopotential number by the normal gravity value computed on the
 KH0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0402.degrees latitude (g = 980.6199 gals.).
 KH0402
 KH0402.The modeled gravity was interpolated from observed gravity values.
 KH0402
 KH0402;                    North         East     Units Scale Factor Converg.
 KH0402;SPC KS N     -   118,037.850    86,914.764   MT  0.99995806   -2 17 54.6
 KH0402;UTM  14      - 4,357,818.889   273,102.818   MT  1.00023392   -1 40 10.9
 KH0402
 KH0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0402!SPC KS N     -   0.99983034  x   0.99995806  =   0.99978841
 KH0402!UTM  14      -   0.99983034  x   1.00023392  =   1.00006423
 KH0402
 KH0402                          SUPERSEDED SURVEY CONTROL
 KH0402
 KH0402  NAD 83(1986)-  39 20 24.16577(N)    101 37 57.98888(W) AD(       ) 2
 KH0402  NAD 27      -  39 20 24.16200(N)    101 37 56.37500(W) AD(       ) 2
 KH0402  NGVD 29 (??/??/92) 1104.978  (m)         3625.25   (f) ADJ UNCH    2 0
 KH0402
 KH0402.Superseded values are not recommended for survey control.
 KH0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0402.See file dsdata.txt to determine how the superseded data were derived.
 KH0402
 KH0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ7310357819(NAD 83)
 KH0402_MARKER: DB = BENCH MARK DISK
 KH0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0402_STAMPING: B 82 1935
 KH0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0402+STABILITY: SURFACE MOTION
 KH0402
 KH0402  HISTORY     - Date     Condition        Report By
 KH0402  HISTORY     - 1935     MONUMENTED       CGS
 KH0402  HISTORY     - 1951     GOOD             CGS
 KH0402
 KH0402                          STATION DESCRIPTION
 KH0402
 KH0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0402'4.5 MI W FROM EDSON.
 KH0402'4.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0402'FROM THE STATION AT EDSON, SHERMAN COUNTY, 4.2 MILES EAST OF THE
 KH0402'STATION AT GOODLAND, 1-1/4 POLES WEST OF MILE POLE 419/20, AT A
 KH0402'ROAD CROSSING, 50 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 35
 KH0402'FEET EAST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT NORTH AND
 KH0402'4 FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED B 82
 KH0402'1935 AND SET IN THE TOP OF A CONCRETE POST.
 KH0402
 KH0402                          STATION RECOVERY (1951)
 KH0402
 KH0402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 KH0402'THE STATION SUNFLOWER IS LOCATED ABOUT 4 MILES WEST OF EDSON AND ABOUT
 KH0402'4.5 MILES EAST OF GOODLAND ON THE CHICAGO, ROCK ISLAND AND
 KH0402'PACIFIC RAILROAD RIGHT-OF-WAY.  IT IS 52 FEET WEST FROM THE
 KH0402'CENTER OF A DIRT ROAD AND 33.5 FEET SOUTH FROM THE SOUTH
 KH0402'RAIL OF THE RAILROAD TRACK.  IT IS STAMPED SUNFLOWER 1951
 KH0402'AND PROJECTS 1 INCH.
 KH0402'
 KH0402'BENCH MARK B 82 WAS USED FOR REFERENCE MARK NO. 2.  IT IS
 KH0402'44 FEET SOUTH FROM THE SOUTH RAIL OF THE RAILROAD TRACK AND
 KH0402'34 FEET EAST FROM THE CENTER OF A DIRT ROAD.  IT IS STAMPED
 KH0402'B 82 1935 AND PROJECTS 5 INCHES.
 KH0402'
 KH0402'TO REACH THE STATION FROM THE POST OFFICE IN GOODLAND, GO
 KH0402'EAST ON 11 TH. STREET FOR 0.15 MILE TO STATE HIGHWAY 27.  TURN
 KH0402'RIGHT AND GO SOUTH, EAST AND SOUTH ON STATE HIGHWAY 27 FOR
 KH0402'1.0 MILE TO THE JUNCTION OF U.S. HIGHWAY 24, TURN LEFT AND
 KH0402'GO EAST ON U.S. HIGHWAY 24 FOR 4.5 MILES.
 KH0402'CONTINUE EAST FOR 0.4 MILE TO A
 KH0402'CROSSROAD, TURN LEFT AND GO NORTH ON A DIRT ROAD FOR 0.2
 KH0402'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0067 ***********************************************************************
 JH0067  DESIGNATION -  B 83
 JH0067  PID         -  JH0067
 JH0067  STATE/COUNTY-  KS/SCOTT
 JH0067  USGS QUAD   -  SCOTT CITY (1976)
 JH0067
 JH0067                         *CURRENT SURVEY CONTROL
 JH0067  ___________________________________________________________________
 JH0067* NAD 83(1986)-  38 29 13.     (N)    100 56 38.     (W)     SCALED    
 JH0067* NAVD 88     -       902.812  (meters)    2961.98   (feet)  ADJUSTED  
 JH0067  ___________________________________________________________________
 JH0067  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JH0067  DYNAMIC HT  -         902.048 (meters)    2959.47  (feet)  COMP
 JH0067  MODELED GRAV-     979,751.6   (mgal)                       NAVD 88
 JH0067
 JH0067  VERT ORDER  -  SECOND    CLASS 0
 JH0067
 JH0067.The horizontal coordinates were scaled from a topographic map and have
 JH0067.an estimated accuracy of +/- 6 seconds.
 JH0067
 JH0067.The orthometric height was determined by differential leveling
 JH0067.and adjusted by the National Geodetic Survey in June 1991..
 JH0067
 JH0067.The geoid height was determined by GEOID03.
 JH0067
 JH0067.The dynamic height is computed by dividing the NAVD 88
 JH0067.geopotential number by the normal gravity value computed on the
 JH0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0067.degrees latitude (g = 980.6199 gals.).
 JH0067
 JH0067.The modeled gravity was interpolated from observed gravity values.
 JH0067
 JH0067;                    North         East    Units  Estimated Accuracy
 JH0067;SPC KS S     -   604,820.      186,800.      MT  (+/- 180 meters Scaled)
 JH0067
 JH0067                          SUPERSEDED SURVEY CONTROL
 JH0067
 JH0067  NGVD 29 (??/??/92)  902.522  (m)         2961.02   (f) ADJ UNCH    2 0
 JH0067
 JH0067.Superseded values are not recommended for survey control.
 JH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0067.See file dsdata.txt to determine how the superseded data were derived.
 JH0067
 JH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH304616(NAD 83)
 JH0067_MARKER: DB = BENCH MARK DISK
 JH0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0067_STAMPING: B 83 1935
 JH0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0067+STABILITY: SURFACE MOTION
 JH0067
 JH0067  HISTORY     - Date     Condition        Report By
 JH0067  HISTORY     - 1935     MONUMENTED       CGS
 JH0067  HISTORY     - 1940     GOOD             NGS
 JH0067  HISTORY     - 1976     MARK NOT FOUND   USGS
 JH0067
 JH0067                          STATION DESCRIPTION
 JH0067
 JH0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0067'2 MI W FROM SCOTT CITY.
 JH0067'2.0 MILES WEST OF THE MISSOURI PACIFIC RAILROAD STATION IN SCOTT
 JH0067'CITY ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD,
 JH0067'85 FEET SOUTH ACROSS THE TRACKS FROM MILEPOST NO. 684-30, 45.5
 JH0067'FEET SOUTH OF CENTER LINE OF THE TRACK, 2.3 FEET EAST OF A 4 X 4
 JH0067'INCH WOODEN POST PAINTED WHITE PROJECTING 20 FEET.  MONUMENT
 JH0067'PROJECTS 0.5 FOOT.
 JH0067
 JH0067                          STATION RECOVERY (1976)
 JH0067
 JH0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JH0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0435 ***********************************************************************
 HH0435  DESIGNATION -  B 84
 HH0435  PID         -  HH0435
 HH0435  STATE/COUNTY-  KS/STANTON
 HH0435  USGS QUAD   -  RICHFIELD NW (1973)
 HH0435
 HH0435                         *CURRENT SURVEY CONTROL
 HH0435  ___________________________________________________________________
 HH0435* NAD 83(1986)-  37 29 20.     (N)    101 59 05.     (W)     SCALED    
 HH0435* NAVD 88     -      1099.857  (meters)    3608.45   (feet)  ADJUSTED  
 HH0435  ___________________________________________________________________
 HH0435  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 HH0435  DYNAMIC HT  -        1098.780 (meters)    3604.91  (feet)  COMP
 HH0435  MODELED GRAV-     979,613.5   (mgal)                       NAVD 88
 HH0435
 HH0435  VERT ORDER  -  SECOND    CLASS 0
 HH0435
 HH0435.The horizontal coordinates were scaled from a topographic map and have
 HH0435.an estimated accuracy of +/- 6 seconds.
 HH0435
 HH0435.The orthometric height was determined by differential leveling
 HH0435.and adjusted by the National Geodetic Survey in June 1991..
 HH0435
 HH0435.The geoid height was determined by GEOID03.
 HH0435
 HH0435.The dynamic height is computed by dividing the NAVD 88
 HH0435.geopotential number by the normal gravity value computed on the
 HH0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0435.degrees latitude (g = 980.6199 gals.).
 HH0435
 HH0435.The modeled gravity was interpolated from observed gravity values.
 HH0435
 HH0435;                    North         East    Units  Estimated Accuracy
 HH0435;SPC KS S     -   497,010.       91,900.      MT  (+/- 180 meters Scaled)
 HH0435
 HH0435                          SUPERSEDED SURVEY CONTROL
 HH0435
 HH0435  NGVD 29 (??/??/92) 1099.429  (m)         3607.04   (f) ADJ UNCH    2 0
 HH0435
 HH0435.Superseded values are not recommended for survey control.
 HH0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0435.See file dsdata.txt to determine how the superseded data were derived.
 HH0435
 HH0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG361532(NAD 83)
 HH0435_MARKER: DB = BENCH MARK DISK
 HH0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0435_STAMPING: B 84 1935
 HH0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0435+STABILITY: SURFACE MOTION
 HH0435
 HH0435  HISTORY     - Date     Condition        Report By
 HH0435  HISTORY     - 1935     MONUMENTED       CGS
 HH0435  HISTORY     - 1947     GOOD             NGS
 HH0435
 HH0435                          STATION DESCRIPTION
 HH0435
 HH0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HH0435'3.8 MI E FROM SAUNDERS.
 HH0435'3.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0435'FROM THE STATION AT SAUNDERS, STANTON COUNTY, AT MILEPOST 59,
 HH0435'74 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH
 HH0435'OF THE FENCE.  A STANDARD DISK, STAMPED B 84 1935 AND SET IN
 HH0435'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0329 ***********************************************************************
 HH0329  DESIGNATION -  B 86 RESET
 HH0329  PID         -  HH0329
 HH0329  STATE/COUNTY-  KS/STEVENS
 HH0329  USGS QUAD   -  WOODS NW (1974)
 HH0329
 HH0329                         *CURRENT SURVEY CONTROL
 HH0329  ___________________________________________________________________
 HH0329* NAD 83(1986)-  37 10 12.     (N)    101 10 38.     (W)     SCALED    
 HH0329* NAVD 88     -       916.42   (meters)    3006.6    (feet)  RESET     
 HH0329  ___________________________________________________________________
 HH0329  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 HH0329
 HH0329  VERT ORDER  -  THIRD
 HH0329
 HH0329.The horizontal coordinates were scaled from a topographic map and have
 HH0329.an estimated accuracy of +/- 6 seconds.
 HH0329
 HH0329.The orthometric height was computed from unverified reset data.
 HH0329
 HH0329.The geoid height was determined by GEOID03.
 HH0329
 HH0329;                    North         East    Units  Estimated Accuracy
 HH0329;SPC KS S     -   459,280.      162,260.      MT  (+/- 180 meters Scaled)
 HH0329
 HH0329                          SUPERSEDED SURVEY CONTROL
 HH0329
 HH0329.No superseded survey control is available for this station.
 HH0329
 HH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG066159(NAD 83)
 HH0329_MARKER: DB = BENCH MARK DISK
 HH0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0329_SP_SET: CULVERT
 HH0329_STAMPING: B 86 RESET 1968
 HH0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0329
 HH0329  HISTORY     - Date     Condition        Report By
 HH0329  HISTORY     - 1968     MONUMENTED       CGS
 HH0329
 HH0329                          STATION DESCRIPTION
 HH0329
 HH0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HH0329'10 MI E FROM HUGOTON.
 HH0329'ABOUT 10.0 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE COUNTY
 HH0329'COURTHOUSE AT HUGOTON, 0.05 MILE WEST OF A CROSSROAD, 60 FEET
 HH0329'SOUTH OF THE CENTER OF U.S. HIGHWAY 270, 1.5 FEET EAST OF A METAL
 HH0329'WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HH0329'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0389 ***********************************************************************
 HH0389  DESIGNATION -  B 87
 HH0389  PID         -  HH0389
 HH0389  STATE/COUNTY-  KS/MORTON
 HH0389  USGS QUAD   -  ROLLA NE (1973)
 HH0389
 HH0389                         *CURRENT SURVEY CONTROL
 HH0389  ___________________________________________________________________
 HH0389* NAD 83(1986)-  37 10 15.     (N)    101 35 31.     (W)     SCALED    
 HH0389* NAVD 88     -       991.862  (meters)    3254.13   (feet)  ADJUSTED  
 HH0389  ___________________________________________________________________
 HH0389  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 HH0389  DYNAMIC HT  -         990.865 (meters)    3250.86  (feet)  COMP
 HH0389  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 HH0389
 HH0389  VERT ORDER  -  SECOND    CLASS 0
 HH0389
 HH0389.The horizontal coordinates were scaled from a topographic map and have
 HH0389.an estimated accuracy of +/- 6 seconds.
 HH0389
 HH0389.The orthometric height was determined by differential leveling
 HH0389.and adjusted by the National Geodetic Survey in June 1991..
 HH0389
 HH0389.The geoid height was determined by GEOID03.
 HH0389
 HH0389.The dynamic height is computed by dividing the NAVD 88
 HH0389.geopotential number by the normal gravity value computed on the
 HH0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0389.degrees latitude (g = 980.6199 gals.).
 HH0389
 HH0389.The modeled gravity was interpolated from observed gravity values.
 HH0389
 HH0389;                    North         East    Units  Estimated Accuracy
 HH0389;SPC KS S     -   460,510.      125,440.      MT  (+/- 180 meters Scaled)
 HH0389
 HH0389                          SUPERSEDED SURVEY CONTROL
 HH0389
 HH0389  NGVD 29 (??/??/92)  991.426  (m)         3252.70   (f) ADJ UNCH    2 0
 HH0389
 HH0389.Superseded values are not recommended for survey control.
 HH0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0389.See file dsdata.txt to determine how the superseded data were derived.
 HH0389
 HH0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG698169(NAD 83)
 HH0389_MARKER: DB = BENCH MARK DISK
 HH0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0389_STAMPING: B 87 1935
 HH0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0389+STABILITY: SURFACE MOTION
 HH0389
 HH0389  HISTORY     - Date     Condition        Report By
 HH0389  HISTORY     - 1935     MONUMENTED       CGS
 HH0389  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0389
 HH0389                          STATION DESCRIPTION
 HH0389
 HH0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0389'13.8 MI W FROM HUGOTON.
 HH0389'IN MORTON COUNTY, 13.8 MILES WEST ALONG A COUNTY ROAD (THE 1935
 HH0389'ROUTE OF STATE HIGHWAY 51) FROM THE COURTHOUSE AT HUGOTON,
 HH0389'STEVENS COUNTY, AT A ROAD INTERSECTION, 36 FEET NORTH OF THE
 HH0389'CENTER LINE OF THE COUNTY ROAD, 30 FEET EAST OF THE CENTER LINE
 HH0389'OF THE NORTH-AND-SOUTH ROAD, AND 1.5 FEET SOUTHEAST OF A FENCE
 HH0389'CORNER.  A STANDARD DISK, STAMPED B 87 1935 AND SET IN THE TOP
 HH0389'OF A CONCRETE POST.
 HH0389
 HH0389                          STATION RECOVERY (1973)
 HH0389
 HH0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0473 ***********************************************************************
 HH0473  DESIGNATION -  B 89 RESET
 HH0473  PID         -  HH0473
 HH0473  STATE/COUNTY-  KS/STANTON
 HH0473  USGS QUAD   -  RICHFIELD NE (1973)
 HH0473
 HH0473                         *CURRENT SURVEY CONTROL
 HH0473  ___________________________________________________________________
 HH0473* NAD 83(1986)-  37 25 03.     (N)    101 45 46.     (W)     SCALED    
 HH0473* NAVD 88     -      1026.00   (meters)    3366.1    (feet)  RESET     
 HH0473  ___________________________________________________________________
 HH0473  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 HH0473
 HH0473  VERT ORDER  -  THIRD
 HH0473
 HH0473.The horizontal coordinates were scaled from a topographic map and have
 HH0473.an estimated accuracy of +/- 6 seconds.
 HH0473
 HH0473.The orthometric height was computed from unverified reset data.
 HH0473
 HH0473.The geoid height was determined by GEOID03.
 HH0473
 HH0473;                    North         East    Units  Estimated Accuracy
 HH0473;SPC KS S     -   488,380.      111,240.      MT  (+/- 180 meters Scaled)
 HH0473
 HH0473                          SUPERSEDED SURVEY CONTROL
 HH0473
 HH0473.No superseded survey control is available for this station.
 HH0473
 HH0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG555447(NAD 83)
 HH0473_MARKER: DB = BENCH MARK DISK
 HH0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0473_STAMPING: B 89 RESET 1936
 HH0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0473+STABILITY: SURFACE MOTION
 HH0473
 HH0473  HISTORY     - Date     Condition        Report By
 HH0473  HISTORY     - UNK      MONUMENTED       KSHC
 HH0473  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0473
 HH0473                          STATION DESCRIPTION
 HH0473
 HH0473'DESCRIBED BY KS HIGHWAY COMM UNK
 HH0473'11.5 MI N FROM RICHFIELD.
 HH0473'IN STANTON COUNTY, 11.5 MILES NORTH ALONG STATE HIGHWAY 27
 HH0473'FROM RICHFIELD, MORTON COUNTY, 11.5 MILES SOUTH OF JOHNSON,
 HH0473'AT THE SOUTHWEST CORNER OF A CROSSROADS, 85 FEET WEST OF THE
 HH0473'CENTERLINE OF THE HIGHWAY, AND 30 FEET SOUTH OF THE CENTERLINE
 HH0473'OF THE CROSSROAD.  A STANDARD DISK, STAMPED B 89 RESET 1936
 HH0473'AND SET IN THE TOP OF A CONCRETE POST.
 HH0473
 HH0473                          STATION RECOVERY (1973)
 HH0473
 HH0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0126 ***********************************************************************
 KH0126  DESIGNATION -  B 9
 KH0126  PID         -  KH0126
 KH0126  STATE/COUNTY-  KS/LOGAN
 KH0126  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0126
 KH0126                         *CURRENT SURVEY CONTROL
 KH0126  ___________________________________________________________________
 KH0126* NAD 83(1986)-  39 01 55.     (N)    100 51 07.     (W)     SCALED    
 KH0126* NAVD 88     -       918.635  (meters)    3013.89   (feet)  ADJUSTED  
 KH0126  ___________________________________________________________________
 KH0126  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 KH0126  DYNAMIC HT  -         917.904 (meters)    3011.49  (feet)  COMP
 KH0126  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 KH0126
 KH0126  VERT ORDER  -  FIRST     CLASS II
 KH0126
 KH0126.The horizontal coordinates were scaled from a topographic map and have
 KH0126.an estimated accuracy of +/- 6 seconds.
 KH0126
 KH0126.The orthometric height was determined by differential leveling
 KH0126.and adjusted by the National Geodetic Survey in June 1991..
 KH0126
 KH0126.The geoid height was determined by GEOID03.
 KH0126
 KH0126.The dynamic height is computed by dividing the NAVD 88
 KH0126.geopotential number by the normal gravity value computed on the
 KH0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0126.degrees latitude (g = 980.6199 gals.).
 KH0126
 KH0126.The modeled gravity was interpolated from observed gravity values.
 KH0126
 KH0126;                    North         East    Units  Estimated Accuracy
 KH0126;SPC KS N     -    81,440.      153,110.      MT  (+/- 180 meters Scaled)
 KH0126
 KH0126                          SUPERSEDED SURVEY CONTROL
 KH0126
 KH0126  NGVD 29 (02/14/92)  918.297  (m)         3012.78   (f) ADJUSTED    1 2
 KH0126
 KH0126.Superseded values are not recommended for survey control.
 KH0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0126.See file dsdata.txt to determine how the superseded data were derived.
 KH0126
 KH0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ397219(NAD 83)
 KH0126_MARKER: DB = BENCH MARK DISK
 KH0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0126_SP_SET: CONCRETE POST
 KH0126_STAMPING: B 9 1933
 KH0126_MARK LOGO: CGS   
 KH0126_PROJECTION: PROJECTING 7 CENTIMETERS
 KH0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0126+STABILITY: SURFACE MOTION
 KH0126
 KH0126  HISTORY     - Date     Condition        Report By
 KH0126  HISTORY     - 1933     MONUMENTED       CGS
 KH0126  HISTORY     - 1942     GOOD             NGS
 KH0126  HISTORY     - 1986     GOOD             NGS
 KH0126
 KH0126                          STATION DESCRIPTION
 KH0126
 KH0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KH0126'6.5 MI S FROM OAKLEY.
 KH0126'6.5 MILES SOUTH OF U.P. RR. STATION AT OAKLEY 42 FEET WEST OF
 KH0126'CENTERLINE OF HIGHWAY U.S. 83, 39 FEET WEST OF K.G. KINGLEYS MAIL
 KH0126'BOX, 30 FEET NORTH OF CENTERLINE OF SECTION ROAD ROAD, ON WEST
 KH0126'RIGHT OF WAY LINE.
 KH0126
 KH0126                          STATION RECOVERY (1942)
 KH0126
 KH0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0126'RECOVERED IN GOOD CONDITION.
 KH0126
 KH0126                          STATION RECOVERY (1986)
 KH0126
 KH0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0126'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.53 KM (5.95
 KH0126'MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US HIGHWAY 40 AT
 KH0126'OAKELY, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD, 0.55
 KH0126'KM (0.34 MI) NORTH OF MILEPOST 145, 14.9 METERS (49 FT) WEST OF THE
 KH0126'HIGHWAY CENTERLINE, 11.2 METERS (37 FT) NORTH OF THE CENTER OF THE
 KH0126'ROAD AND 8.8 METERS (29 FT) NORTHWEST OF THE NORTH END OF A CONCRETE
 KH0126'CULVERT.
 KH0126'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 KH0126'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0522 ***********************************************************************
 HH0522  DESIGNATION -  B 90
 HH0522  PID         -  HH0522
 HH0522  STATE/COUNTY-  KS/HAMILTON
 HH0522  USGS QUAD   -  SYRACUSE WEST SE (1966)
 HH0522
 HH0522                         *CURRENT SURVEY CONTROL
 HH0522  ___________________________________________________________________
 HH0522* NAD 83(1986)-  37 49 38.     (N)    101 45 42.     (W)     SCALED    
 HH0522* NAVD 88     -      1065.885  (meters)    3496.99   (feet)  ADJUSTED  
 HH0522  ___________________________________________________________________
 HH0522  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 HH0522  DYNAMIC HT  -        1064.871 (meters)    3493.66  (feet)  COMP
 HH0522  MODELED GRAV-     979,642.0   (mgal)                       NAVD 88
 HH0522
 HH0522  VERT ORDER  -  SECOND    CLASS 0
 HH0522
 HH0522.The horizontal coordinates were scaled from a topographic map and have
 HH0522.an estimated accuracy of +/- 6 seconds.
 HH0522
 HH0522.The orthometric height was determined by differential leveling
 HH0522.and adjusted by the National Geodetic Survey in June 1991..
 HH0522
 HH0522.The geoid height was determined by GEOID03.
 HH0522
 HH0522.The dynamic height is computed by dividing the NAVD 88
 HH0522.geopotential number by the normal gravity value computed on the
 HH0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0522.degrees latitude (g = 980.6199 gals.).
 HH0522
 HH0522.The modeled gravity was interpolated from observed gravity values.
 HH0522
 HH0522;                    North         East    Units  Estimated Accuracy
 HH0522;SPC KS S     -   533,830.      112,930.      MT  (+/- 180 meters Scaled)
 HH0522
 HH0522                          SUPERSEDED SURVEY CONTROL
 HH0522
 HH0522  NGVD 29 (??/??/92) 1065.447  (m)         3495.55   (f) ADJ UNCH    2 0
 HH0522
 HH0522.Superseded values are not recommended for survey control.
 HH0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0522.See file dsdata.txt to determine how the superseded data were derived.
 HH0522
 HH0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG569902(NAD 83)
 HH0522_MARKER: DB = BENCH MARK DISK
 HH0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0522_STAMPING: B 90 1935
 HH0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0522+STABILITY: SURFACE MOTION
 HH0522
 HH0522  HISTORY     - Date     Condition        Report By
 HH0522  HISTORY     - 1935     MONUMENTED       CGS
 HH0522  HISTORY     - 1964     GOOD             NGS
 HH0522
 HH0522                          STATION DESCRIPTION
 HH0522
 HH0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HH0522'10.6 MI S FROM SYRACUSE.
 HH0522'10.6 MILES SOUTH ALONG U.S. HIGHWAY 270 AND STATE HIGHWAY 27
 HH0522'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 HH0522'SYRACUSE, HAMILTON COUNTY, AT A POINT WHERE THE HIGHWAY MAKES
 HH0522'TWO SHORT CURVES FOR A CORRECTION-LINE JOG, 195 FEET
 HH0522'NORTHWEST OF THE CENTER OF WHERE EAST-WEST ROAD CROSSES THE
 HH0522'HIGHWAY, 140 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 118
 HH0522'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 87 FEET NORTH OF THE
 HH0522'SOUTHEAST CORNER OF FENCE, 47 FEET NORTH OF A WIRE GATE, UNDER
 HH0522'A FENCE, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE
 HH0522'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED B 90 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0250 ***********************************************************************
 HH0250  DESIGNATION -  B 92
 HH0250  PID         -  HH0250
 HH0250  STATE/COUNTY-  KS/GRANT
 HH0250  USGS QUAD   -  ULYSSES (1978)
 HH0250
 HH0250                         *CURRENT SURVEY CONTROL
 HH0250  ___________________________________________________________________
 HH0250* NAD 83(1986)-  37 31 05.     (N)    101 21 47.     (W)     SCALED    
 HH0250* NAVD 88     -       926.425  (meters)    3039.45   (feet)  ADJUSTED  
 HH0250  ___________________________________________________________________
 HH0250  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 HH0250  DYNAMIC HT  -         925.552 (meters)    3036.58  (feet)  COMP
 HH0250  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 HH0250
 HH0250  VERT ORDER  -  SECOND    CLASS 0
 HH0250
 HH0250.The horizontal coordinates were scaled from a topographic map and have
 HH0250.an estimated accuracy of +/- 6 seconds.
 HH0250
 HH0250.The orthometric height was determined by differential leveling
 HH0250.and adjusted by the National Geodetic Survey in June 1991..
 HH0250
 HH0250.The geoid height was determined by GEOID03.
 HH0250
 HH0250.The dynamic height is computed by dividing the NAVD 88
 HH0250.geopotential number by the normal gravity value computed on the
 HH0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0250.degrees latitude (g = 980.6199 gals.).
 HH0250
 HH0250.The modeled gravity was interpolated from observed gravity values.
 HH0250
 HH0250;                    North         East    Units  Estimated Accuracy
 HH0250;SPC KS S     -   498,380.      146,940.      MT  (+/- 180 meters Scaled)
 HH0250
 HH0250                          SUPERSEDED SURVEY CONTROL
 HH0250
 HH0250  NGVD 29 (??/??/92)  926.038  (m)         3038.18   (f) ADJ UNCH    2 0
 HH0250
 HH0250.Superseded values are not recommended for survey control.
 HH0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0250.See file dsdata.txt to determine how the superseded data were derived.
 HH0250
 HH0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG911549(NAD 83)
 HH0250_MARKER: DB = BENCH MARK DISK
 HH0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0250_STAMPING: B 92 1935
 HH0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0250+STABILITY: SURFACE MOTION
 HH0250
 HH0250  HISTORY     - Date     Condition        Report By
 HH0250  HISTORY     - 1935     MONUMENTED       CGS
 HH0250
 HH0250                          STATION DESCRIPTION
 HH0250
 HH0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0250'4.2 MI S FROM ULYSSES.
 HH0250'ABOUT 4.2 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE HIGH
 HH0250'SCHOOL AT ULYSSES, GRANT COUNTY, 76 FEET SOUTHWEST OF THE CENTER
 HH0250'OF THE CROSSING OF AN EAST-AND-WEST ROAD, 57 FEET SOUTH OF THE
 HH0250'CENTER LINE OF THE ROAD, 60 FEET WEST OF THE CENTER LINE OF THE
 HH0250'HIGHWAY, 12 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF THE
 HH0250'FENCE, 3.0 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, AND 2.7
 HH0250'FEET SOUTH OF A 4- BY 4-INCH WHITE POST PROJECTING ABOUT 2.0 FEET
 HH0250'ABOVE GROUND.  A STANDARD DISK, STAMPED B 92 1935 AND SET IN THE
 HH0250'TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0438 ***********************************************************************
 HH0438  DESIGNATION -  B 93
 HH0438  PID         -  HH0438
 HH0438  STATE/COUNTY-  KS/MORTON
 HH0438  USGS QUAD   -  ELKHART NORTH (1973)
 HH0438
 HH0438                         *CURRENT SURVEY CONTROL
 HH0438  ___________________________________________________________________
 HH0438* NAD 83(1986)-  37 00 14.     (N)    101 53 54.     (W)     SCALED    
 HH0438* NAVD 88     -      1101.160  (meters)    3612.72   (feet)  ADJUSTED  
 HH0438  ___________________________________________________________________
 HH0438  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 HH0438  DYNAMIC HT  -        1100.026 (meters)    3609.00  (feet)  COMP
 HH0438  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 HH0438
 HH0438  VERT ORDER  -  SECOND    CLASS 0
 HH0438
 HH0438.The horizontal coordinates were scaled from a topographic map and have
 HH0438.an estimated accuracy of +/- 6 seconds.
 HH0438
 HH0438.The orthometric height was determined by differential leveling
 HH0438.and adjusted by the National Geodetic Survey in June 1991..
 HH0438
 HH0438.The geoid height was determined by GEOID03.
 HH0438
 HH0438.The dynamic height is computed by dividing the NAVD 88
 HH0438.geopotential number by the normal gravity value computed on the
 HH0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0438.degrees latitude (g = 980.6199 gals.).
 HH0438
 HH0438.The modeled gravity was interpolated from observed gravity values.
 HH0438
 HH0438;                    North         East    Units  Estimated Accuracy
 HH0438;SPC KS S     -   442,940.       97,570.      MT  (+/- 180 meters Scaled)
 HH0438
 HH0438                          SUPERSEDED SURVEY CONTROL
 HH0438
 HH0438  NGVD 29 (??/??/92) 1100.691  (m)         3611.18   (f) ADJ UNCH    2 0
 HH0438
 HH0438.Superseded values are not recommended for survey control.
 HH0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0438.See file dsdata.txt to determine how the superseded data were derived.
 HH0438
 HH0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF421992(NAD 83)
 HH0438_MARKER: DB = BENCH MARK DISK
 HH0438_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HH0438_SP_SET: CONCRETE FOUNDATION VERTICAL
 HH0438_STAMPING: B 93 1935
 HH0438_MARK LOGO: CGS   
 HH0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0438+STABILITY: SURFACE MOTION
 HH0438
 HH0438  HISTORY     - Date     Condition        Report By
 HH0438  HISTORY     - 1935     MONUMENTED       CGS
 HH0438  HISTORY     - 1987     GOOD             NOS
 HH0438
 HH0438                          STATION DESCRIPTION
 HH0438
 HH0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0438'AT ELKHART.
 HH0438'AT ELKHART, MORTON COUNTY, AT THE NORTHWEST CORNER OF THE CHURCH
 HH0438'OF THE NAZARENE, IN THE NORTH WALL, AND 15 INCHES BELOW THE
 HH0438'TOP OF THE CONCRETE FOUNDATION.  A STANDARD DISK, STAMPED B 93
 HH0438'1935 AND SET VERTICALLY.
 HH0438
 HH0438                          STATION RECOVERY (1987)
 HH0438
 HH0438'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HH0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0281 ***********************************************************************
 KH0281  DESIGNATION -  B 94
 KH0281  PID         -  KH0281
 KH0281  STATE/COUNTY-  KS/RAWLINS
 KH0281  USGS QUAD   -  BEARDSLEY (1978)
 KH0281
 KH0281                         *CURRENT SURVEY CONTROL
 KH0281  ___________________________________________________________________
 KH0281* NAD 83(1986)-  39 49 18.     (N)    101 07 41.     (W)     SCALED    
 KH0281* NAVD 88     -       888.009  (meters)    2913.41   (feet)  ADJUSTED  
 KH0281  ___________________________________________________________________
 KH0281  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 KH0281  DYNAMIC HT  -         887.353 (meters)    2911.26  (feet)  COMP
 KH0281  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 KH0281
 KH0281  VERT ORDER  -  SECOND    CLASS 0
 KH0281
 KH0281.The horizontal coordinates were scaled from a topographic map and have
 KH0281.an estimated accuracy of +/- 6 seconds.
 KH0281
 KH0281.The orthometric height was determined by differential leveling
 KH0281.and adjusted by the National Geodetic Survey in June 1991..
 KH0281
 KH0281.The geoid height was determined by GEOID03.
 KH0281
 KH0281.The dynamic height is computed by dividing the NAVD 88
 KH0281.geopotential number by the normal gravity value computed on the
 KH0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0281.degrees latitude (g = 980.6199 gals.).
 KH0281
 KH0281.The modeled gravity was interpolated from observed gravity values.
 KH0281
 KH0281;                    North         East    Units  Estimated Accuracy
 KH0281;SPC KS N     -   169,850.      132,240.      MT  (+/- 180 meters Scaled)
 KH0281
 KH0281                          SUPERSEDED SURVEY CONTROL
 KH0281
 KH0281  NGVD 29 (??/??/92)  887.656  (m)         2912.25   (f) ADJ UNCH    2 0
 KH0281
 KH0281.Superseded values are not recommended for survey control.
 KH0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0281.See file dsdata.txt to determine how the superseded data were derived.
 KH0281
 KH0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK178101(NAD 83)
 KH0281_MARKER: DB = BENCH MARK DISK
 KH0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0281_STAMPING: B 94 1935
 KH0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0281+STABILITY: SURFACE MOTION
 KH0281
 KH0281  HISTORY     - Date     Condition        Report By
 KH0281  HISTORY     - 1935     MONUMENTED       CGS
 KH0281  HISTORY     - 1942     GOOD             NGS
 KH0281
 KH0281                          STATION DESCRIPTION
 KH0281
 KH0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0281'0.5 MI W FROM BLAKEMAN.
 KH0281'0.5 MI. W. ALONG C.B. AND Q. RY.  ABOUT 0.5 MI. E. OF MILEPOLE 96,
 KH0281'ABOUT 35 FT. E. OF THE CENTER LINE OF A CROSS-ROAD, ABOUT 0.1
 KH0281'MI. W. OF TRESTLE 95.40, ABOUT 50 FT. S. OF THE CENTER LINE OF THE
 KH0281'TRACK AND 1 FT. N. AND 1 FT. E. OF A FENCE CORNER.
 KH0281
 KH0281                          STATION RECOVERY (1942)
 KH0281
 KH0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0496 ***********************************************************************
 KH0496  DESIGNATION -  B 96
 KH0496  PID         -  KH0496
 KH0496  STATE/COUNTY-  KS/CHEYENNE
 KH0496  USGS QUAD   -  BIRD CITY NORTH (1976)
 KH0496
 KH0496                         *CURRENT SURVEY CONTROL
 KH0496  ___________________________________________________________________
 KH0496* NAD 83(1986)-  39 45 35.     (N)    101 34 45.     (W)     SCALED    
 KH0496* NAVD 88     -      1061.604  (meters)    3482.95   (feet)  ADJUSTED  
 KH0496  ___________________________________________________________________
 KH0496  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 KH0496  DYNAMIC HT  -        1060.772 (meters)    3480.22  (feet)  COMP
 KH0496  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 KH0496
 KH0496  VERT ORDER  -  SECOND    CLASS 0
 KH0496
 KH0496.The horizontal coordinates were scaled from a topographic map and have
 KH0496.an estimated accuracy of +/- 6 seconds.
 KH0496
 KH0496.The orthometric height was determined by differential leveling
 KH0496.and adjusted by the National Geodetic Survey in June 1991..
 KH0496
 KH0496.The geoid height was determined by GEOID03.
 KH0496
 KH0496.The dynamic height is computed by dividing the NAVD 88
 KH0496.geopotential number by the normal gravity value computed on the
 KH0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0496.degrees latitude (g = 980.6199 gals.).
 KH0496
 KH0496.The modeled gravity was interpolated from observed gravity values.
 KH0496
 KH0496;                    North         East    Units  Estimated Accuracy
 KH0496;SPC KS N     -   164,410.       93,370.      MT  (+/- 180 meters Scaled)
 KH0496
 KH0496                          SUPERSEDED SURVEY CONTROL
 KH0496
 KH0496  NGVD 29 (??/??/92) 1061.163  (m)         3481.50   (f) ADJ UNCH    2 0
 KH0496
 KH0496.Superseded values are not recommended for survey control.
 KH0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0496.See file dsdata.txt to determine how the superseded data were derived.
 KH0496
 KH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK790042(NAD 83)
 KH0496_MARKER: DB = BENCH MARK DISK
 KH0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0496_STAMPING: B 96 1935
 KH0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0496+STABILITY: SURFACE MOTION
 KH0496
 KH0496  HISTORY     - Date     Condition        Report By
 KH0496  HISTORY     - 1935     MONUMENTED       CGS
 KH0496
 KH0496                          STATION DESCRIPTION
 KH0496
 KH0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0496'2.6 MI W FROM BIRD CITY.
 KH0496'2.6 MI. W. ALONG C.B. AND Q. RY.  ABOUT 4-1/2 POLES E. OF MILEPOLE
 KH0496'121, ABOUT 37 FT. E. OF THE CENTER LINE OF A CROSS ROAD, ABOUT
 KH0496'60 FT. N. OF THE CENTER LINE OF THE TRACK, IN THE S.W. CORNER OF A
 KH0496'FIELD AND ABOUT 4 FT. BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0147 ***********************************************************************
 JH0147  DESIGNATION -  B 97 RESET
 JH0147  PID         -  JH0147
 JH0147  STATE/COUNTY-  KS/LOGAN
 JH0147  USGS QUAD   -  WEST OF RUSSELL SPRINGS (1969)
 JH0147
 JH0147                         *CURRENT SURVEY CONTROL
 JH0147  ___________________________________________________________________
 JH0147* NAD 83(1986)-  38 54 16.     (N)    101 16 40.     (W)     SCALED    
 JH0147* NAVD 88     -       913.52   (meters)    2997.1    (feet)  RESET     
 JH0147  ___________________________________________________________________
 JH0147  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 JH0147
 JH0147  VERT ORDER  -  THIRD
 JH0147
 JH0147.The horizontal coordinates were scaled from a topographic map and have
 JH0147.an estimated accuracy of +/- 6 seconds.
 JH0147
 JH0147.The orthometric height was computed from unverified reset data.
 JH0147
 JH0147.The geoid height was determined by GEOID03.
 JH0147
 JH0147;                    North         East    Units  Estimated Accuracy
 JH0147;SPC KS N     -    68,540.      115,750.      MT  (+/- 180 meters Scaled)
 JH0147
 JH0147                          SUPERSEDED SURVEY CONTROL
 JH0147
 JH0147.No superseded survey control is available for this station.
 JH0147
 JH0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ024086(NAD 83)
 JH0147_MARKER: DB = BENCH MARK DISK
 JH0147_SETTING: 0 = UNSPECIFIED SETTING
 JH0147_STAMPING: B 97 RESET 1958
 JH0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0147
 JH0147  HISTORY     - Date     Condition        Report By
 JH0147  HISTORY     - 1958     MONUMENTED       KSHC
 JH0147  HISTORY     - 1959     GOOD             NGS
 JH0147
 JH0147                          STATION DESCRIPTION
 JH0147
 JH0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JH0147'5.6 MI W FROM RUSSELL SPRINGS.
 JH0147'5.6 MILES WEST ALONG STATE HIGHWAY K 25 FROM THE COURTHOUSE
 JH0147'AT RUSSELL SPRINGS, LOGAN COUNTY, 99 FEET NORTH OF THE CENTERLINE
 JH0147'OF HIGHWAY K 25, 10 FEET WEST OF THE NORTH AND SOUTH SECTION
 JH0147'LINE, 1 FOOT SOUTH OF A FENCE, A STANDARD DISK, SET IN CONCRETE,
 JH0147'PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0177 ***********************************************************************
 JH0177  DESIGNATION -  B 98
 JH0177  PID         -  JH0177
 JH0177  STATE/COUNTY-  KS/WICHITA
 JH0177  USGS QUAD   -  BEULAH CEMETERY (1968)
 JH0177
 JH0177                         *CURRENT SURVEY CONTROL
 JH0177  ___________________________________________________________________
 JH0177* NAD 83(1986)-  38 37 37.     (N)    101 22 06.     (W)     SCALED    
 JH0177* NAVD 88     -      1016.795  (meters)    3335.93   (feet)  ADJUSTED  
 JH0177  ___________________________________________________________________
 JH0177  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JH0177  DYNAMIC HT  -        1015.919 (meters)    3333.06  (feet)  COMP
 JH0177  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 JH0177
 JH0177  VERT ORDER  -  SECOND    CLASS 0
 JH0177
 JH0177.The horizontal coordinates were scaled from a topographic map and have
 JH0177.an estimated accuracy of +/- 6 seconds.
 JH0177
 JH0177.The orthometric height was determined by differential leveling
 JH0177.and adjusted by the National Geodetic Survey in June 1991..
 JH0177
 JH0177.The geoid height was determined by GEOID03.
 JH0177
 JH0177.The dynamic height is computed by dividing the NAVD 88
 JH0177.geopotential number by the normal gravity value computed on the
 JH0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0177.degrees latitude (g = 980.6199 gals.).
 JH0177
 JH0177.The modeled gravity was interpolated from observed gravity values.
 JH0177
 JH0177;                    North         East    Units  Estimated Accuracy
 JH0177;SPC KS S     -   621,410.      150,260.      MT  (+/- 180 meters Scaled)
 JH0177
 JH0177                          SUPERSEDED SURVEY CONTROL
 JH0177
 JH0177  NGVD 29 (??/??/92) 1016.411  (m)         3334.68   (f) ADJ UNCH    2 0
 JH0177
 JH0177.Superseded values are not recommended for survey control.
 JH0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0177.See file dsdata.txt to determine how the superseded data were derived.
 JH0177
 JH0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH938780(NAD 83)
 JH0177_MARKER: DB = BENCH MARK DISK
 JH0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0177_STAMPING: B 98 1935
 JH0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0177+STABILITY: SURFACE MOTION
 JH0177
 JH0177  HISTORY     - Date     Condition        Report By
 JH0177  HISTORY     - 1935     MONUMENTED       CGS
 JH0177  HISTORY     - 1940     GOOD             NGS
 JH0177
 JH0177                          STATION DESCRIPTION
 JH0177
 JH0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0177'11 MI N FROM LEOTI.
 JH0177'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED NORTHWARD ALONG
 JH0177'STATE HIGHWAY NO. 25, GO 11.0 MILES.  BENCH MARK IS AT THE
 JH0177'NORTHWEST CORNER OF A CROSS-INTERSECTION OF STATE HIGHWAY NO. 25
 JH0177'WITH AN EAST-WEST SECTION LINE ROAD (GRADED EAST OF THE
 JH0177'HIGHWAY-UNIMPROVED ON THE WEST SIDE OF THE HIGHWAY), 94 FEET
 JH0177'NORTHWEST OF CENTER OF INTERSECTION, 90 FEET WEST OF CENTER
 JH0177'LINE OF THE HIGHWAY, 24 FEET NORTH OF CENTER LINE OF THE EAST-WEST
 JH0177'ROAD, 2.3 FEET EAST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 JH0177'PROJECTING 20 FEET, 1.0 FOOT SOUTH OF FENCE.  MONUMENT PROJECTS
 JH0177'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0236 ***********************************************************************
 JF0236  DESIGNATION -  BADGER
 JF0236  PID         -  JF0236
 JF0236  STATE/COUNTY-  KS/LYON
 JF0236  USGS QUAD   -  LANG (1979)
 JF0236
 JF0236                         *CURRENT SURVEY CONTROL
 JF0236  ___________________________________________________________________
 JF0236* NAD 83(1997)-  38 24 44.58898(N)    096 02 46.35978(W)     ADJUSTED  
 JF0236* NAVD 88     -       361.914  (meters)    1187.38   (feet)  ADJUSTED  
 JF0236  ___________________________________________________________________
 JF0236  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 JF0236  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JF0236  DYNAMIC HT  -         361.651 (meters)    1186.52  (feet)  COMP
 JF0236  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 JF0236
 JF0236  HORZ ORDER  -  SECOND
 JF0236  VERT ORDER  -  SECOND    CLASS 0
 JF0236
 JF0236.The horizontal coordinates were established by classical geodetic methods
 JF0236.and adjusted by the National Geodetic Survey in October 1998..
 JF0236
 JF0236.The orthometric height was determined by differential leveling
 JF0236.and adjusted by the National Geodetic Survey in June 1991..
 JF0236
 JF0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0236
 JF0236.The geoid height was determined by GEOID03.
 JF0236
 JF0236.The dynamic height is computed by dividing the NAVD 88
 JF0236.geopotential number by the normal gravity value computed on the
 JF0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0236.degrees latitude (g = 980.6199 gals.).
 JF0236
 JF0236.The modeled gravity was interpolated from observed gravity values.
 JF0236
 JF0236;                    North         East     Units Scale Factor Converg.
 JF0236;SPC KS S     -   596,572.626   614,279.338   MT  0.99997313   +1 30 28.5
 JF0236;UTM  14      - 4,255,704.179   757,902.102   MT  1.00041920   +1 50 10.5
 JF0236;UTM  15      - 4,255,966.997   234,026.591   MT  1.00047129   -1 53 37.6
 JF0236
 JF0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0236!SPC KS S     -   0.99994805  x   0.99997313  =   0.99992119
 JF0236!UTM  14      -   0.99994805  x   1.00041920  =   1.00036723
 JF0236!UTM  15      -   0.99994805  x   1.00047129  =   1.00041932
 JF0236
 JF0236|---------------------------------------------------------------------|
 JF0236| PID    Reference Object                     Distance      Geod. Az  |
 JF0236|                                                           dddmmss.s |
 JF0236| JF0237 BADGER RM 1                           6.183 METERS 00632     |
 JF0236| CL4228 BADGER AZ MK                                       0303843.0 |
 JF0236| JF1368 NEOSHO RAPIDS WU MICROWAVE          APPROX. 3.1 KM 0410525.2 |
 JF0236| JF1367 NEOSHO RAPIDS RWD NO 4 SPIPE        APPROX. 2.3 KM 1060942.9 |
 JF0236| JE1756 HARTFORD MUNICIPAL TANK             APPROX.13.7 KM 1462513.8 |
 JF0236| JF0235 BADGER RM 2                           8.736 METERS 26636     |
 JF0236| JF1389 EMPORIA MUNICIPAL TANK              APPROX.12.9 KM 2714301.5 |
 JF0236|---------------------------------------------------------------------|
 JF0236
 JF0236                          SUPERSEDED SURVEY CONTROL
 JF0236
 JF0236  NAD 83(1986)-  38 24 44.59594(N)    096 02 46.36192(W) AD(       ) 2
 JF0236  NAD 27      -  38 24 44.54603(N)    096 02 45.39406(W) AD(       ) 2
 JF0236  NGVD 29 (??/??/92)  361.763  (m)         1186.88   (f) ADJ UNCH    2 0
 JF0236
 JF0236.Superseded values are not recommended for survey control.
 JF0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0236.See file dsdata.txt to determine how the superseded data were derived.
 JF0236
 JF0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5790255704(NAD 83)
 JF0236_MARKER: DS = TRIANGULATION STATION DISK
 JF0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0236_STAMPING: BADGER 1956
 JF0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0236+STABILITY: SURFACE MOTION
 JF0236
 JF0236  HISTORY     - Date     Condition        Report By
 JF0236  HISTORY     - 1956     MONUMENTED       CGS
 JF0236  HISTORY     - 1968     GOOD             CGS
 JF0236  HISTORY     - 1974     GOOD             NGS
 JF0236  HISTORY     - 1974     GOOD             NGS
 JF0236
 JF0236                          STATION DESCRIPTION
 JF0236
 JF0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF0236'THE STATION IS LOCATED ABOUT 7 MILES EAST OF EMPORIA AND 4.5
 JF0236'MILES NORTHWEST OF NEOSHO RAPIDS, ON THE SOUTH SIDE OF U.S.
 JF0236'HIGHWAY 50S AND ON HIGHWAY RIGHT-OF-WAY.  IT IS 97 FEET
 JF0236'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 50S, 5 FEET SOUTHWEST
 JF0236'OF A WHITE WITNESS POST, 4 FEET NORTH OF A FENCE LINE AND 3.5
 JF0236'FEET WEST OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 JF0236'AND THE DISK IS STAMPED BADGER 1956.
 JF0236'
 JF0236'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S
 JF0236'AND STATE HIGHWAY 99 AT THE INTERSECTION OF 6TH AVENUE AND
 JF0236'COMMERCIAL STREET IN EMPORIA, GO EAST ON U.S. HIGHWAY 50S
 JF0236'FOR 7.3 MILES TO TOP OF GRADE AND AN OLD GRAVEL PIT ON THE
 JF0236'SOUTH SIDE AND STATION IN FENCE CORNER AS DESCRIBED.
 JF0236'
 JF0236'REFERENCE MARK 1 IS 76 FEET SOUTH OF THE CENTERLINE OF U.S.
 JF0236'HIGHWAY 50S, 17.5 FEET NORTH OF THE WHITE WITNESS POST,
 JF0236'1 FOOT SOUTHWEST OF FENCE CORNER AND 1 FOOT SOUTH OF A
 JF0236'RIGHT-OF-WAY MARKER.  THE MARK PROJECTS ABOUT 2 INCHES AND
 JF0236'THE DISK IS STAMPED BADGER NO 1 1956.
 JF0236'
 JF0236'REFERENCE MARK 2 IS 100 FEET SOUTH OF THE CENTERLINE OF
 JF0236'U.S. HIGHWAY 50S, 33 FEET WEST OF THE WHITE WITNESS POST
 JF0236'AND 1 FOOT NORTH OF FENCE LINE.  THE MARK PROJECTS ABOUT 2
 JF0236'INCHES AND THE DISK IS STAMPED BADGER NO 2 1956.
 JF0236'
 JF0236'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTERLINE OF A
 JF0236'NORTH-SOUTH GRAVELED ROAD, 4 FEET SOUTH OF A WHITE WITNESS
 JF0236'POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK
 JF0236'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BADGER 1956.
 JF0236'
 JF0236'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 JF0236'FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVELED
 JF0236'ROAD FOR 0.25 MILE TO THE MARK ON THE WEST SIDE AS DESCRIBED.
 JF0236'
 JF0236'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF0236
 JF0236                          STATION RECOVERY (1968)
 JF0236
 JF0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF0236'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF0236'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JF0236'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 JF0236'ADEQUATE FOR RECOVERY.
 JF0236'
 JF0236'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 JF0236'
 JF0236'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JF0236'
 JF0236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 JF0236'4.5 MILES NORTHWEST OF NEOSHO RAPIDS.
 JF0236
 JF0236                          STATION RECOVERY (1974)
 JF0236
 JF0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JF0236'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 JF0236'RECOVERED.  A DIFFERENCE OF 0.04 FEET OR 0.011 METERS LONGER IN THE
 JF0236'DISTANCE TO REFERENCE MARK 1 WAS NOTED, THE DIRECTION TO REFERENCE
 JF0236'MARK 1 CHECKED THE OLD DATA.  A DIFFERENCE OF 0.03 FEET OR 0.013
 JF0236'METERS SHORTER IN THE DISTANCE AND A DIFFERENCE OF 53 MINUTES, 15
 JF0236'SECONDS IN THE DIRECTION TO REFERENCE MARK 2 WAS NOTED.  A
 JF0236'DIFFERENCE OF 24.1 SECONDS IN THE DIRECTION TO THE AZIMUTH MARK WAS
 JF0236'NOTED.  FOLLOWING IS A NEW DESCRIPTION.
 JF0236'
 JF0236'THE STATION IS ABOUT 10 MILES WEST OF LEBO, 8 MILES NORTHWEST OF
 JF0236'HARTFORD, 7 MILES EAST OF EMPORIA, ON THE SOUTH RIGHT-OF-WAY OF
 JF0236'U.S. HIGHWAY 50 AND IN THE SE 1/4 OF SEC 11, R 12 E, T 19 S.
 JF0236'
 JF0236'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JF0236'HIGHWAY 130, WHICH IS ABOUT 7 MILES NORTH OF HARTFORD, GO WEST ON
 JF0236'U.S. HIGHWAY 50 FOR 2.9 MILES TO A GRAVELED CROSSROAD.  (TO REACH
 JF0236'THE AZIMUTH MARK FROM HERE, TURN RIGHT AND GO NORTH ON THE GRAVELED
 JF0236'ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.) CONTINUE WEST ON U.S.
 JF0236'HIGHWAY 50 FOR 0.2 MILE TO THE TOP OF A SMALL GRADE AND THE STATION
 JF0236'ON THE LEFT ON TOP OF A CUTBANK.
 JF0236'
 JF0236'STATION MARK IS A STANDARD DISK, STAMPED BADGER 1956, SET IN THE TOP
 JF0236'OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 2 INCHES ABOVE
 JF0236'THE GROUND.  IT IS 96.8 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 JF0236'50, 4.6 FEET NORTH OF AN EAST-WEST FENCE AND 3.7 FEET WEST OF A
 JF0236'NORTH-SOUTH FENCE.
 JF0236'
 JF0236'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BADGER NO 1 1956, SET
 JF0236'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 2
 JF0236'INCHES ABOVE THE GROUND.  IT IS 76.5 FEET SOUTH OF THE CENTER OF
 JF0236'U.S. HIGHWAY 50, 24.7 FEET NORTH OF THE EAST-WEST FENCE, 19.9 FEET
 JF0236'NORTH OF A WITNESS POST, 1.5 FEET WEST OF A FENCE CORNER AND
 JF0236'ABOUT THE SAME ELEVATION AS THE STATION.
 JF0236'
 JF0236'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BADGER NO 2 1956, SET
 JF0236'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4
 JF0236'INCHES ABOVE THE GROUND.  IT IS 100.0 FEET SOUTH OF THE CENTER OF
 JF0236'U.S. HIGHWAY 50, 32.0 FEET WEST OF THE NORTH-SOUTH FENCE, 1.5 FEET
 JF0236'NORTH OF THE EAST-WEST FENCE AND ABOUT THE SAME ELEVATION AS THE
 JF0236'STATION.
 JF0236'
 JF0236'AZIMUTH MARK IS A STANDARD DISK, STAMPED BADGER 1956, SET IN THE
 JF0236'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4 INCHES
 JF0236'ABOVE THE GROUND.  IT IS 21.0 FEET WEST OF THE CENTER OF THE
 JF0236'GRAVELED ROAD, 1.3 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT EAST OF
 JF0236'A FENCE.
 JF0236'
 JF0236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES EAST OF
 JF0236'EMPORIA.
 JF0236'
 JF0236'HEIGHT OF LIGHT ABOVE STATION MARK 5.15 FEET.
 JF0236
 JF0236                          STATION RECOVERY (1974)
 JF0236
 JF0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JF0236'5.2 MI E FROM EMPORIA.
 JF0236'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 JF0236'I-35 AND THE BUSINESS ROUTE OF U.S. HIGHWAY 50, WHICH IS ABOUT
 JF0236'2.5 MILES EAST OF DOWNTOWN EMPORIA, GO EAST ALONG U.S. HIGHWAY
 JF0236'50 FOR 5.2 MILES.  THE MARK IS 97 FEET SOUTH OF THE CENTERLINE
 JF0236'OF HIGHWAY, 5 FEET SOUTHWEST OF A WITNESS POST, 4 FEET NORTH OF A
 JF0236'FENCE, AND 3 FEET WEST OF A FENCE.  THE MARK IS SET IN THE TOP
 JF0236'OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 15 FEET
 JF0236'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0237 ***********************************************************************
 JF0237  DESIGNATION -  BADGER RM 1
 JF0237  PID         -  JF0237
 JF0237  STATE/COUNTY-  KS/LYON
 JF0237  USGS QUAD   -  LANG (1979)
 JF0237
 JF0237                         *CURRENT SURVEY CONTROL
 JF0237  ___________________________________________________________________
 JF0237* NAD 83(1986)-  38 24 44.     (N)    096 02 46.     (W)     SCALED    
 JF0237* NAVD 88     -       361.730  (meters)    1186.78   (feet)  ADJUSTED  
 JF0237  ___________________________________________________________________
 JF0237  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JF0237  DYNAMIC HT  -         361.468 (meters)    1185.92  (feet)  COMP
 JF0237  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 JF0237
 JF0237  VERT ORDER  -  SECOND    CLASS 0
 JF0237
 JF0237.The horizontal coordinates were scaled from a topographic map and have
 JF0237.an estimated accuracy of +/- 6 seconds.
 JF0237
 JF0237.The orthometric height was determined by differential leveling
 JF0237.and adjusted by the National Geodetic Survey in June 1991..
 JF0237
 JF0237.The geoid height was determined by GEOID03.
 JF0237
 JF0237.The dynamic height is computed by dividing the NAVD 88
 JF0237.geopotential number by the normal gravity value computed on the
 JF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0237.degrees latitude (g = 980.6199 gals.).
 JF0237
 JF0237.The modeled gravity was interpolated from observed gravity values.
 JF0237
 JF0237;                    North         East    Units  Estimated Accuracy
 JF0237;SPC KS S     -   596,560.      614,290.      MT  (+/- 180 meters Scaled)
 JF0237
 JF0237                          SUPERSEDED SURVEY CONTROL
 JF0237
 JF0237  NGVD 29 (??/??/92)  361.579  (m)         1186.28   (f) ADJ UNCH    2 0
 JF0237
 JF0237.Superseded values are not recommended for survey control.
 JF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0237.See file dsdata.txt to determine how the superseded data were derived.
 JF0237
 JF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH579556(NAD 83)
 JF0237_MARKER: DR = REFERENCE MARK DISK
 JF0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0237_STAMPING: BADGER NO 1 1956
 JF0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0237+STABILITY: SURFACE MOTION
 JF0237
 JF0237  HISTORY     - Date     Condition        Report By
 JF0237  HISTORY     - 1956     MONUMENTED       CGS
 JF0237  HISTORY     - 1974     GOOD             NGS
 JF0237
 JF0237                          STATION DESCRIPTION
 JF0237
 JF0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JF0237'5.6 MI E FROM EMPORIA.
 JF0237'AT THE BADGER STATION SITE.  THE MARK IS 20.25 FEET NORTH OF THE
 JF0237'STATION, 76 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 50, 19.5
 JF0237'FEET NORTH OF A WITNESS SIGN, 1 FOOT SOUTHWEST OF A FENCE
 JF0237'CORNER, 1 FOOT SOUTH OF A CONCRETE RIGHT-OF-WAY POST.  THE MARK
 JF0237'IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS
 JF0237'ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0235 ***********************************************************************
 JF0235  DESIGNATION -  BADGER RM 2
 JF0235  PID         -  JF0235
 JF0235  STATE/COUNTY-  KS/LYON
 JF0235  USGS QUAD   -  LANG (1979)
 JF0235
 JF0235                         *CURRENT SURVEY CONTROL
 JF0235  ___________________________________________________________________
 JF0235* NAD 83(1986)-  38 24 44.     (N)    096 02 46.     (W)     SCALED    
 JF0235* NAVD 88     -       361.969  (meters)    1187.56   (feet)  ADJUSTED  
 JF0235  ___________________________________________________________________
 JF0235  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JF0235  DYNAMIC HT  -         361.706 (meters)    1186.70  (feet)  COMP
 JF0235  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 JF0235
 JF0235  VERT ORDER  -  SECOND    CLASS 0
 JF0235
 JF0235.The horizontal coordinates were scaled from a topographic map and have
 JF0235.an estimated accuracy of +/- 6 seconds.
 JF0235
 JF0235.The orthometric height was determined by differential leveling
 JF0235.and adjusted by the National Geodetic Survey in June 1991..
 JF0235
 JF0235.The geoid height was determined by GEOID03.
 JF0235
 JF0235.The dynamic height is computed by dividing the NAVD 88
 JF0235.geopotential number by the normal gravity value computed on the
 JF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0235.degrees latitude (g = 980.6199 gals.).
 JF0235
 JF0235.The modeled gravity was interpolated from observed gravity values.
 JF0235
 JF0235;                    North         East    Units  Estimated Accuracy
 JF0235;SPC KS S     -   596,560.      614,290.      MT  (+/- 180 meters Scaled)
 JF0235
 JF0235                          SUPERSEDED SURVEY CONTROL
 JF0235
 JF0235  NGVD 29 (??/??/92)  361.818  (m)         1187.06   (f) ADJ UNCH    2 0
 JF0235
 JF0235.Superseded values are not recommended for survey control.
 JF0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0235.See file dsdata.txt to determine how the superseded data were derived.
 JF0235
 JF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH579556(NAD 83)
 JF0235_MARKER: DR = REFERENCE MARK DISK
 JF0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0235_STAMPING: BADGER NO 2 1956
 JF0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0235+STABILITY: SURFACE MOTION
 JF0235
 JF0235  HISTORY     - Date     Condition        Report By
 JF0235  HISTORY     - 1956     MONUMENTED       CGS
 JF0235  HISTORY     - 1974     GOOD             NGS
 JF0235
 JF0235                          STATION DESCRIPTION
 JF0235
 JF0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JF0235'5.2 MI E FROM EMPORIA.
 JF0235'AT THE BADGER STATION SITE.  THE MARK IS 28.70 FEET WEST OF THE
 JF0235'STATION, 100 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 50, 33
 JF0235'FEET WEST OF A WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE
 JF0235'MARK IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 JF0235'AND IS ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0211 ***********************************************************************
 HG0211  DESIGNATION -  BAILEY
 HG0211  PID         -  HG0211
 HG0211  STATE/COUNTY-  KS/HARPER
 HG0211  USGS QUAD   -  SPRING (1972)
 HG0211
 HG0211                         *CURRENT SURVEY CONTROL
 HG0211  ___________________________________________________________________
 HG0211* NAD 83(1997)-  37 03 00.42904(N)    098 03 19.54520(W)     ADJUSTED  
 HG0211* NAVD 88     -       431.731  (meters)    1416.44   (feet)  ADJUSTED  
 HG0211  ___________________________________________________________________
 HG0211  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 HG0211  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0211  DYNAMIC HT  -         431.367 (meters)    1415.24  (feet)  COMP
 HG0211  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 HG0211
 HG0211  HORZ ORDER  -  FIRST
 HG0211  VERT ORDER  -  FIRST     CLASS II
 HG0211
 HG0211.The horizontal coordinates were established by classical geodetic methods
 HG0211.and adjusted by the National Geodetic Survey in October 1998..
 HG0211
 HG0211.The orthometric height was determined by differential leveling
 HG0211.and adjusted by the National Geodetic Survey in June 1991..
 HG0211
 HG0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0211
 HG0211.The geoid height was determined by GEOID03.
 HG0211
 HG0211.The dynamic height is computed by dividing the NAVD 88
 HG0211.geopotential number by the normal gravity value computed on the
 HG0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0211.degrees latitude (g = 980.6199 gals.).
 HG0211
 HG0211.The modeled gravity was interpolated from observed gravity values.
 HG0211
 HG0211;                    North         East     Units Scale Factor Converg.
 HG0211;SPC KS S     -   442,652.485   439,547.812   MT  1.00004962   +0 16 23.5
 HG0211;SPC OK N     -   227,481.953   595,069.077   MT  1.00006402   -0 01 57.8
 HG0211;SPC OK N     -   746,330.37  1,952,322.46   sFT  1.00006402   -0 01 57.8
 HG0211;UTM  14      - 4,100,849.434   583,990.051   MT  0.99968690   +0 34 08.9
 HG0211
 HG0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0211!SPC KS S     -   0.99993668  x   1.00004962  =   0.99998629
 HG0211!SPC OK N     -   0.99993668  x   1.00006402  =   1.00000069
 HG0211!UTM  14      -   0.99993668  x   0.99968690  =   0.99962360
 HG0211
 HG0211:                Primary Azimuth Mark                     Grid Az
 HG0211:SPC KS S     -  HARPER STANDPIPE                         004 31 14.5
 HG0211:SPC OK N     -  HARPER STANDPIPE                         004 49 35.8
 HG0211:UTM  14      -  HARPER STANDPIPE                         004 13 29.1
 HG0211
 HG0211|---------------------------------------------------------------------|
 HG0211| PID    Reference Object                     Distance      Geod. Az  |
 HG0211|                                                           dddmmss.s |
 HG0211| HG0825 HARPER STANDPIPE                    APPROX.26.3 KM 0044738.0 |
 HG0211| HG0829 ANTHONY SALT WORKS STACK            APPROX.10.6 KM 0081608.5 |
 HG0211| HG0832 ANTHONY MUNICIPAL WATER TANK        APPROX.12.1 KM 0094345.2 |
 HG0211| HG0833 ANTHONY COUNTY COURTHOUSE TWR       APPROX.11.7 KM 0111900.1 |
 HG0211| HF1420 DANVILLE CATHOLIC CHURCH SPIRE      APPROX.30.0 KM 0282801.9 |
 HG0211| HF1421 AMARILLO KANSAS CITY BCN 25         APPROX.26.1 KM 0292336.4 |
 HG0211| HF1373 AMARILLO KANSAS CITY BCN 26         APPROX.43.1 KM 0391331.9 |
 HG0211| HG0208 BAILEY AZ MK                                       0842912.5 |
 HG0211| GJ0490 MANCHESTER WATER TANK               APPROX. 6.5 KM 1633619.4 |
 HG0211| HG0210 BAILEY RM 1                          21.457 METERS 25130     |
 HG0211| HG0841 AMARILLO KANSAS CITY BCN 23         APPROX.13.1 KM 2771628.4 |
 HG0211| HG0209 BAILEY RM 2                          31.967 METERS 31055     |
 HG0211| HG0842 ATTICA MUNICIPAL WATER TANK         APPROX.26.2 KM 3252326.9 |
 HG0211| HG0845 ZENDA PHILLIPS PIPELINE TANK        APPROX.39.8 KM 3331855.6 |
 HG0211| HG0831 AMARILLO KANSAS CITY BCN 24         APPROX.11.5 KM 3502352.0 |
 HG0211|---------------------------------------------------------------------|
 HG0211
 HG0211                          SUPERSEDED SURVEY CONTROL
 HG0211
 HG0211  NAD 83(1997)-  37 03 00.43166(N)    098 03 19.54749(W) AD(       ) 1
 HG0211  NAD 83(1986)-  37 03 00.43514(N)    098 03 19.53854(W) AD(       ) 1
 HG0211  NAD 27      -  37 03 00.34660(N)    098 03 18.31234(W) AD(       ) 1
 HG0211  NGVD 29 (??/??/92)  431.599  (m)         1416.00   (f) ADJ UNCH    1 2
 HG0211
 HG0211.Superseded values are not recommended for survey control.
 HG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0211.See file dsdata.txt to determine how the superseded data were derived.
 HG0211
 HG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8399000849(NAD 83)
 HG0211_MARKER: DS = TRIANGULATION STATION DISK
 HG0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0211_SP_SET: CONCRETE POST
 HG0211_STAMPING: BAILEY 1934
 HG0211_MARK LOGO: CGS   
 HG0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0211+STABILITY: SURFACE MOTION
 HG0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0211+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1999
 HG0211
 HG0211  HISTORY     - Date     Condition        Report By
 HG0211  HISTORY     - 1934     MONUMENTED       CGS
 HG0211  HISTORY     - 1953     SEE DESCRIPTION  CGS
 HG0211  HISTORY     - 1953     GOOD             NGS
 HG0211  HISTORY     - 1972     GOOD             NGS
 HG0211  HISTORY     - 1985     GOOD             NGS
 HG0211  HISTORY     - 19990223 GOOD             INDIV
 HG0211
 HG0211                          STATION DESCRIPTION
 HG0211
 HG0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0211'STATION IS LOCATED 7 MILES SOUTH AND 1 MILE EAST OF ANTHONY,
 HG0211'KANSAS, 4 MILES NORTH AND 1 MILE EAST OF MANCHESTER, OKLAHOMA,
 HG0211'IN SOUTHWEST QUARTER OF SEC. 35, T. 34 S., R. 7 W., 1 MILE WEST
 HG0211'OF SPRING TOWNSHIP HIGH SCHOOL, ON NORTH SLOPE OF A LOW RIDGE
 HG0211'IN FARMYARD BELONGING TO JOHN CARR OF ANTHONY AND RENTED BY
 HG0211'BAILEY COLE.  MARK, IS PLACED 123 FEET SOUTH OF
 HG0211'SOUTHEAST CORNER OF HOUSE, 70 FEET SOUTHEAST OF CISTERN, JUST
 HG0211'WEST OF CHICKEN YARD, AND FLUSH WITH THE GROUND.
 HG0211'UNDERGROUND MARK SET AS DESCRIBED.
 HG0211'
 HG0211'REACHED FROM MANCHESTER, OKLAHOMA POST OFFICE BY GOING WEST 1
 HG0211'BLOCK, THENCE NORTH 0.25 MILE, THENCE WEST 0.3 MILE, THENCE
 HG0211'NORTH 3.6 MILES, THENCE WEST 0.5 MILE TO THE BAILEY COLE HOUSE
 HG0211'AND STATION.
 HG0211'
 HG0211'REFERENCE MARK NO. 1, IS 21.457 METERS (70.40 FEET)
 HG0211'WEST OF STATION, SET BETWEEN CHICKEN RUN AND CHICKEN HOUSE.
 HG0211'
 HG0211'REFERENCE MARK NO. 2, IS 31.967 METERS (104.88 FEET)
 HG0211'NORTHWEST OF STATION, SET ON SOUTH SIDE OF LANE TO BARN.
 HG0211'
 HG0211'AZIMUTH MARK, IS 0.5 MILE EAST OF STATION (REACHED
 HG0211'BY GOING EAST FROM THE COLE HOUSE 0.5 MILE TO T-ROAD SOUTH) SET
 HG0211'IN SOUTHEAST FENCE CORNER OF INTERSECTION.
 HG0211'
 HG0211'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HG0211
 HG0211                          STATION RECOVERY (1953)
 HG0211
 HG0211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 HG0211'4.0 MI. N ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HG0211'THE STATION AT MANCHESTER, OKLAHOMA, THENCE 1.1 MI. W ALONG
 HG0211'A GRADED DIRT ROAD, 123 FT. SE OF THE SE CORNER OF AN ABANDONED
 HG0211'FARMHOUSE, 16 FT. SW OF THE SW CORNER OF AN OLD CHICKENHOUSE,
 HG0211'18 FT. E OF THE CENTERLINE OF A PRIVATE ROAD, 1.5 FT. W OF A
 HG0211'WITNESS POST, 70 FT. SE OF A CISTERN, A TRIANGULATION-STATION
 HG0211'DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 HG0211'GROUND, AND STAMPED BAILEY 1934.
 HG0211'
 HG0211'REFERENCE MARK 1 IS 70.3 FT. W OF THE TRIANGULATION STATION,
 HG0211'57 FT. S OF A CISTERN, 53 FT. W OF THE CENTERLINE OF A PRIVATE
 HG0211'ROAD, A REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST
 HG0211'WHICH PROJECTS 0.6 FT. ABOVE THE GROUND, AND STAMPED BAILEY NO
 HG0211'1 1934.
 HG0211'
 HG0211'REFERENCE MARK 2 IS 104.5 FT. NW OF THE TRIANGULATION STATION,
 HG0211'60 FT. SW OF THE SW CORNER OF AN ABANDONED FARMHOUSE, 35 FT. NW
 HG0211'OF A CISTERN, 25 FT. SW OF THE CENTERLINE OF A PRIVATE ROAD, A
 HG0211'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 HG0211'PROJECTS 0.3 FT. ABOVE THE GROUND, AND STAMPED BAILEY NO 2 1934.
 HG0211'
 HG0211'AZIMUTH MARK IS 0.5 MI. E OF THE TRIANGULATION STATION, 0.5 MI.
 HG0211'W OF THE SCHOOLHOUSE AT SPRING SIDING, 45 FT. W OF THE CENTERLINE
 HG0211'OF A ROAD LEADING S, 39 FT. S OF THE CENTERLINE OF AN E-W ROAD,
 HG0211'5 FT. SW OF A POWER POLE, 1.5 FT. NE OF A WITNESS POST, A
 HG0211'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS
 HG0211'FLUSH WITH THE GROUND, AND STAMPED BAILEY AZI 1934.
 HG0211
 HG0211                          STATION RECOVERY (1953)
 HG0211
 HG0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HG0211'5.1 MI NW FROM MANCHESTER.
 HG0211'4.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0211'FROM THE STATION AT MANCHESTER, THENCE 1.1 MILES WEST ALONG A
 HG0211'GRADED DIRT ROAD, 123 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HG0211'AN ABANDONED FARMHOUSE, 16 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HG0211'OF AN OLD CHICKEN HOUSE, 18 FEET EAST OF THE CENTER LINE OF A
 HG0211'PRIVATE ROAD, 1.5 FEET WEST OF A WITNESS POST, 70 FEET SOUTHEAST
 HG0211'OF A CISTERN, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 HG0211'THE GROUND.
 HG0211
 HG0211                          STATION RECOVERY (1972)
 HG0211
 HG0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HG0211'STATION AND RM NOS. 1 AND 2 FOUND IN GOOD CONDITION.
 HG0211
 HG0211                          STATION RECOVERY (1985)
 HG0211
 HG0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0211'RECOVERED IN GOOD CONDITION.
 HG0211
 HG0211                          STATION RECOVERY (1999)
 HG0211
 HG0211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (RLE)
 HG0211'DESCRIPTION NOTE.  FARMHOUSE IS GONE, FOUNDATION REMAINS.  STATION WAS
 HG0211'USED FOR GPS OBS.  DID NOT LOOK FOR RM'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0240 ***********************************************************************
 HF0240  DESIGNATION -  BAILEY
 HF0240  PID         -  HF0240
 HF0240  STATE/COUNTY-  KS/COWLEY
 HF0240  USGS QUAD   -  BURDEN (1979)
 HF0240
 HF0240                         *CURRENT SURVEY CONTROL
 HF0240  ___________________________________________________________________
 HF0240* NAD 83(1997)-  37 15 24.93668(N)    096 51 19.09845(W)     ADJUSTED  
 HF0240* NAVD 88     -       412.400  (meters)    1353.02   (feet)  ADJUSTED  
 HF0240  ___________________________________________________________________
 HF0240  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 HF0240  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0240  DYNAMIC HT  -         412.060 (meters)    1351.90  (feet)  COMP
 HF0240  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 HF0240
 HF0240  HORZ ORDER  -  SECOND
 HF0240  VERT ORDER  -  SECOND    CLASS 0
 HF0240
 HF0240.The horizontal coordinates were established by classical geodetic methods
 HF0240.and adjusted by the National Geodetic Survey in October 1998..
 HF0240
 HF0240.The orthometric height was determined by differential leveling
 HF0240.and adjusted by the National Geodetic Survey in June 1991..
 HF0240
 HF0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0240
 HF0240.The geoid height was determined by GEOID03.
 HF0240
 HF0240.The dynamic height is computed by dividing the NAVD 88
 HF0240.geopotential number by the normal gravity value computed on the
 HF0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0240.degrees latitude (g = 980.6199 gals.).
 HF0240
 HF0240.The modeled gravity was interpolated from observed gravity values.
 HF0240
 HF0240;                    North         East     Units Scale Factor Converg.
 HF0240;SPC KS S     -   466,797.239   545,895.707   MT  1.00000193   +1 00 38.6
 HF0240;UTM  14      - 4,125,530.291   690,194.503   MT  1.00004562   +1 17 55.6
 HF0240
 HF0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0240!SPC KS S     -   0.99993987  x   1.00000193  =   0.99994180
 HF0240!UTM  14      -   0.99993987  x   1.00004562  =   0.99998549
 HF0240
 HF0240:                Primary Azimuth Mark                     Grid Az
 HF0240:SPC KS S     -  BURDEN TANK                              051 20 01.5
 HF0240:UTM  14      -  BURDEN TANK                              051 02 44.5
 HF0240
 HF0240|---------------------------------------------------------------------|
 HF0240| PID    Reference Object                     Distance      Geod. Az  |
 HF0240|                                                           dddmmss.s |
 HF0240| HF1153 BURDEN TANK                         APPROX.10.8 KM 0522040.1 |
 HF0240| HF0241 BAILEY RM 1                          18.645 METERS 06845     |
 HF0240| CL4229 BAILEY AZ MK                                       1702040.1 |
 HF0240| HF0239 BAILEY RM 2                          14.453 METERS 34156     |
 HF0240|---------------------------------------------------------------------|
 HF0240
 HF0240                          SUPERSEDED SURVEY CONTROL
 HF0240
 HF0240  NAD 83(1997)-  37 15 24.93669(N)    096 51 19.09155(W) AD(       ) 2
 HF0240  NAD 83(1986)-  37 15 24.94864(N)    096 51 19.09003(W) AD(       ) 2
 HF0240  NAD 27      -  37 15 24.85613(N)    096 51 17.97169(W) AD(       ) 2
 HF0240  NGVD 29 (??/??/92)  412.283  (m)         1352.63   (f) ADJ UNCH    2 0
 HF0240
 HF0240.Superseded values are not recommended for survey control.
 HF0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0240.See file dsdata.txt to determine how the superseded data were derived.
 HF0240
 HF0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9019525530(NAD 83)
 HF0240_MARKER: DS = TRIANGULATION STATION DISK
 HF0240_SETTING: 66 = SET IN ROCK OUTCROP
 HF0240_SP_SET: BEDROCK
 HF0240_STAMPING: BAILEY 1962
 HF0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HF0240+STABILITY: POSITION/ELEVATION WELL
 HF0240
 HF0240  HISTORY     - Date     Condition        Report By
 HF0240  HISTORY     - 1962     MONUMENTED       CGS
 HF0240  HISTORY     - 1962     GOOD             CGS
 HF0240
 HF0240                          STATION DESCRIPTION
 HF0240
 HF0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0240'THE STATION IS ABOUT 8 MILES EAST OF WINFIELD, 7 MILES SOUTHWEST
 HF0240'OF BURDEN, 1 MILE NORTH OF TISDALE, ON PROPERTY OWNED BY MR.
 HF0240'W.M. BAILEY.
 HF0240'
 HF0240'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160,
 HF0240'77 AND STATE HIGHWAY 15, IN WINFIELD, GO EAST ON HIGHWAY 160 FOR
 HF0240'7.4 MILES TO A RAILROAD CROSSING.  CONTINUE EAST 0.1 MILE TO
 HF0240'A CROSSROAD.  TURN LEFT, NORTH, ON A GRAVELED ROAD 1.0 MILE
 HF0240'TO A CROSSROAD.  TURN RIGHT, EAST, 0.35 MILE TO A SIDE ROAD
 HF0240'ON THE RIGHT.  TURN RIGHT, SOUTH, ON A BLADED ROAD FOR 0.1
 HF0240'MILE TO THE STATION ON THE RIGHT, 288 FEET WEST OF A FENCE.
 HF0240'
 HF0240'STATION MARK IS A STANDARD DISK STAMPED BAILEY 1962, CEMENTED
 HF0240'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES.
 HF0240'IT IS 200 FEET SOUTH OF A FENCE.  NO UNDERGROUND MARK WAS SET.
 HF0240'
 HF0240'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BAILEY NO 1 1962,
 HF0240'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 HF0240'PROJECTS 2 INCHES.  IT IS 228 FEET WEST OF THE FENCE.
 HF0240'
 HF0240'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BAILEY NO 2 1962,
 HF0240'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 HF0240'THE SURROUNDING SURFACE.  IT IS 153 FEET SOUTH OF THE FENCE.
 HF0240'
 HF0240'AZIMUTH MARK IS A STANDARD DISK STAMPED BAILEY 1962, CEMENTED
 HF0240'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES.
 HF0240'IT IS 43 FEET EAST OF THE CENTER OF THE BLADED ROAD AND 20
 HF0240'FEET EAST OF A METAL WITNESS POST IN A FENCE.
 HF0240'
 HF0240'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 HF0240'BLADED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT, EAST SIDE
 HF0240'OF THE ROAD.
 HF0240'
 HF0240'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HF0240
 HF0240                          STATION RECOVERY (1962)
 HF0240
 HF0240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0240'5.6 MI SE FROM NEW SALEM.
 HF0240'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0240'FROM THE STATION AT NEW SALEM, THENCE 3.35 MILES SOUTH ALONG A DIRT
 HF0240'ROAD, THENCE 0.35 MILE EAST ALONG A GRAVEL ROAD, THENCE 0.1 MILE
 HF0240'SOUTH ALONG A GRAVEL ROAD, 288 FEET WEST OF A FENCE, 200 FEET SOUTH
 HF0240'OF A FENCE, 61.2 FEET WEST OF R.M. 1, 47.4 FEET SOUTHEAST OF
 HF0240'R.M. 2, SET IN A DRILLHOLE IN OUTCROPPING BEDROCK PROJECTING 2
 HF0240'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0208 ***********************************************************************
 HG0208  DESIGNATION -  BAILEY AZ MK
 HG0208  PID         -  HG0208
 HG0208  STATE/COUNTY-  KS/HARPER
 HG0208  USGS QUAD   -  SPRING (1972)
 HG0208
 HG0208                         *CURRENT SURVEY CONTROL
 HG0208  ___________________________________________________________________
 HG0208* NAD 83(1986)-  37 03 02.     (N)    098 02 49.     (W)     SCALED    
 HG0208* NAVD 88     -       426.269  (meters)    1398.52   (feet)  ADJUSTED  
 HG0208  ___________________________________________________________________
 HG0208  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0208  DYNAMIC HT  -         425.910 (meters)    1397.34  (feet)  COMP
 HG0208  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 HG0208
 HG0208  VERT ORDER  -  FIRST     CLASS II
 HG0208
 HG0208.The horizontal coordinates were scaled from a topographic map and have
 HG0208.an estimated accuracy of +/- 6 seconds.
 HG0208
 HG0208.The orthometric height was determined by differential leveling
 HG0208.and adjusted by the National Geodetic Survey in June 1991..
 HG0208.WARNING-Repeat measurements at this control monument indicate possible
 HG0208.vertical movement.
 HG0208
 HG0208.The geoid height was determined by GEOID03.
 HG0208
 HG0208.The dynamic height is computed by dividing the NAVD 88
 HG0208.geopotential number by the normal gravity value computed on the
 HG0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0208.degrees latitude (g = 980.6199 gals.).
 HG0208
 HG0208.The modeled gravity was interpolated from observed gravity values.
 HG0208
 HG0208;                    North         East    Units  Estimated Accuracy
 HG0208;SPC KS S     -   442,710.      440,300.      MT  (+/- 180 meters Scaled)
 HG0208
 HG0208                          SUPERSEDED SURVEY CONTROL
 HG0208
 HG0208  NGVD 29 (??/??/92)  426.125  (m)         1398.05   (f) ADJ UNCH    1 2
 HG0208
 HG0208.Superseded values are not recommended for survey control.
 HG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0208.See file dsdata.txt to determine how the superseded data were derived.
 HG0208
 HG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG847009(NAD 83)
 HG0208_MARKER: DR = REFERENCE MARK DISK
 HG0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0208_SP_SET: CONCRETE POST
 HG0208_STAMPING: BAILEY AZI 1934
 HG0208_MARK LOGO: CGS   
 HG0208_PROJECTION: RECESSED 6 CENTIMETERS
 HG0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0208+STABILITY: SURFACE MOTION
 HG0208
 HG0208  HISTORY     - Date     Condition        Report By
 HG0208  HISTORY     - 1934     MONUMENTED       CGS
 HG0208  HISTORY     - 1953     GOOD             NGS
 HG0208  HISTORY     - 1985     GOOD             NGS
 HG0208
 HG0208                          STATION DESCRIPTION
 HG0208
 HG0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0208'4.6 MI N FROM MANCHESTER.
 HG0208'4.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0208'FROM THE STATION AT MANCHESTER, THENCE 0.6 MILE WEST ALONG A
 HG0208'DIRT ROAD, 0.5 MILE WEST OF THE SCHOOLHOUSE AT SPRING SIDING,
 HG0208'45 FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 39
 HG0208'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 5 FEET
 HG0208'SOUTHWEST OF A POWER POLE, 1.5 FEET NORTHEAST OF A WITNESS POST,
 HG0208'0.5 MILE EAST OF TRIANGULATION STATION BAILEY 1934, SET IN THE
 HG0208'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HG0208
 HG0208                          STATION RECOVERY (1985)
 HG0208
 HG0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0208'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.19 KM (0.12
 HG0208'MI) WEST ALONG MAIN STREET FROM THE POST OFFICE IN MANCHESTER,
 HG0208'OKLAHOMA, THENCE 6.9 KM (4.25 MI) NORTH ALONG OKLAHOMA STATE HIGHWAY
 HG0208'132 AND KANSAS STATE HIGHWAY 179, AT A DIRT ROAD LEADING WEST TO
 HG0208'TRIANGULATION STATION BAILEY, 13.7 METERS (45 FT) WEST OF THE CENTER
 HG0208'OF A ROAD LEADING SOUTH, 11.9 METERS (39 FT) SOUTH OF THE CENTER OF AN
 HG0208'EAST-WEST ROAD AND 1.5 METERS (5 FT) WEST-SOUTHWEST OF A POWER POLE.
 HG0208'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HG0208'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0210 ***********************************************************************
 HG0210  DESIGNATION -  BAILEY RM 1
 HG0210  PID         -  HG0210
 HG0210  STATE/COUNTY-  KS/HARPER
 HG0210  USGS QUAD   -  SPRING (1972)
 HG0210
 HG0210                         *CURRENT SURVEY CONTROL
 HG0210  ___________________________________________________________________
 HG0210* NAD 83(1986)-  37 03 00.     (N)    098 03 19.     (W)     SCALED    
 HG0210* NAVD 88     -       431.575  (meters)    1415.93   (feet)  ADJUSTED  
 HG0210  ___________________________________________________________________
 HG0210  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0210  DYNAMIC HT  -         431.211 (meters)    1414.73  (feet)  COMP
 HG0210  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 HG0210
 HG0210  VERT ORDER  -  FIRST     CLASS II
 HG0210
 HG0210.The horizontal coordinates were scaled from a topographic map and have
 HG0210.an estimated accuracy of +/- 6 seconds.
 HG0210
 HG0210.The orthometric height was determined by differential leveling
 HG0210.and adjusted by the National Geodetic Survey in June 1991..
 HG0210
 HG0210.The geoid height was determined by GEOID03.
 HG0210
 HG0210.The dynamic height is computed by dividing the NAVD 88
 HG0210.geopotential number by the normal gravity value computed on the
 HG0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0210.degrees latitude (g = 980.6199 gals.).
 HG0210
 HG0210.The modeled gravity was interpolated from observed gravity values.
 HG0210
 HG0210;                    North         East    Units  Estimated Accuracy
 HG0210;SPC KS S     -   442,640.      439,560.      MT  (+/- 180 meters Scaled)
 HG0210
 HG0210                          SUPERSEDED SURVEY CONTROL
 HG0210
 HG0210  NGVD 29 (??/??/92)  431.443  (m)         1415.49   (f) ADJ UNCH    1 2
 HG0210
 HG0210.Superseded values are not recommended for survey control.
 HG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0210.See file dsdata.txt to determine how the superseded data were derived.
 HG0210
 HG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG840008(NAD 83)
 HG0210_MARKER: DR = REFERENCE MARK DISK
 HG0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0210_SP_SET: CONCRETE POST
 HG0210_STAMPING: BAILEY NO 1 1934
 HG0210_MARK LOGO: CGS   
 HG0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0210+STABILITY: SURFACE MOTION
 HG0210
 HG0210  HISTORY     - Date     Condition        Report By
 HG0210  HISTORY     - 1934     MONUMENTED       CGS
 HG0210  HISTORY     - 1953     GOOD             NGS
 HG0210  HISTORY     - 1985     GOOD             NGS
 HG0210
 HG0210                          STATION DESCRIPTION
 HG0210
 HG0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0210'5.1 MI NW FROM MANCHESTER.
 HG0210'4.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0210'FROM THE STATION AT MANCHESTER, THENCE 1.1 MILES WEST ALONG A
 HG0210'GRADED DIRT ROAD, AT AN ABANDONED FARMHOUSE, 70.3 FEET WEST OF
 HG0210'TRIANGULATION STATION BAILEY 1934, 57 FEET SOUTH OF A CISTERN,
 HG0210'53 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, SET IN THE
 HG0210'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 HG0210
 HG0210                          STATION RECOVERY (1985)
 HG0210
 HG0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0241 ***********************************************************************
 HF0241  DESIGNATION -  BAILEY RM 1
 HF0241  PID         -  HF0241
 HF0241  STATE/COUNTY-  KS/COWLEY
 HF0241  USGS QUAD   -  BURDEN (1979)
 HF0241
 HF0241                         *CURRENT SURVEY CONTROL
 HF0241  ___________________________________________________________________
 HF0241* NAD 83(1986)-  37 15 24.     (N)    096 51 18.     (W)     SCALED    
 HF0241* NAVD 88     -       412.775  (meters)    1354.25   (feet)  ADJUSTED  
 HF0241  ___________________________________________________________________
 HF0241  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0241  DYNAMIC HT  -         412.434 (meters)    1353.13  (feet)  COMP
 HF0241  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 HF0241
 HF0241  VERT ORDER  -  SECOND    CLASS 0
 HF0241
 HF0241.The horizontal coordinates were scaled from a topographic map and have
 HF0241.an estimated accuracy of +/- 6 seconds.
 HF0241
 HF0241.The orthometric height was determined by differential leveling
 HF0241.and adjusted by the National Geodetic Survey in June 1991..
 HF0241
 HF0241.The geoid height was determined by GEOID03.
 HF0241
 HF0241.The dynamic height is computed by dividing the NAVD 88
 HF0241.geopotential number by the normal gravity value computed on the
 HF0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0241.degrees latitude (g = 980.6199 gals.).
 HF0241
 HF0241.The modeled gravity was interpolated from observed gravity values.
 HF0241
 HF0241;                    North         East    Units  Estimated Accuracy
 HF0241;SPC KS S     -   466,770.      545,920.      MT  (+/- 180 meters Scaled)
 HF0241
 HF0241                          SUPERSEDED SURVEY CONTROL
 HF0241
 HF0241  NGVD 29 (??/??/92)  412.658  (m)         1353.86   (f) ADJ UNCH    2 0
 HF0241
 HF0241.Superseded values are not recommended for survey control.
 HF0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0241.See file dsdata.txt to determine how the superseded data were derived.
 HF0241
 HF0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG902255(NAD 83)
 HF0241_MARKER: DR = REFERENCE MARK DISK
 HF0241_SETTING: 66 = SET IN ROCK OUTCROP
 HF0241_SP_SET: BEDROCK
 HF0241_STAMPING: BAILEY NO 1 1962
 HF0241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HF0241+STABILITY: POSITION/ELEVATION WELL
 HF0241
 HF0241  HISTORY     - Date     Condition        Report By
 HF0241  HISTORY     - 1962     MONUMENTED       CGS
 HF0241
 HF0241                          STATION DESCRIPTION
 HF0241
 HF0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0241'5.6 MI SE FROM NEW SALEM.
 HF0241'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0241'FROM THE STATION AT NEW SALEM, THENCE 3.35 MILES SOUTH ALONG A
 HF0241'DIRT ROAD, THENCE 0.35 MILE EAST ALONG A GRAVEL ROAD, THENCE 0.1
 HF0241'MILE SOUTH ALONG A GRAVEL ROAD, 288 FEET WEST OF A FENCE, 61.2
 HF0241'FEET EAST OF BAILEY 1962, SET IN A DRILLHOLE IN OUTCROPPING
 HF0241'BEDROCK PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0209 ***********************************************************************
 HG0209  DESIGNATION -  BAILEY RM 2
 HG0209  PID         -  HG0209
 HG0209  STATE/COUNTY-  KS/HARPER
 HG0209  USGS QUAD   -  SPRING (1972)
 HG0209
 HG0209                         *CURRENT SURVEY CONTROL
 HG0209  ___________________________________________________________________
 HG0209* NAD 83(1986)-  37 03 00.     (N)    098 03 19.     (W)     SCALED    
 HG0209* NAVD 88     -       431.164  (meters)    1414.58   (feet)  ADJUSTED  
 HG0209  ___________________________________________________________________
 HG0209  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0209  DYNAMIC HT  -         430.801 (meters)    1413.39  (feet)  COMP
 HG0209  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 HG0209
 HG0209  VERT ORDER  -  FIRST     CLASS II
 HG0209
 HG0209.The horizontal coordinates were scaled from a topographic map and have
 HG0209.an estimated accuracy of +/- 6 seconds.
 HG0209
 HG0209.The orthometric height was determined by differential leveling
 HG0209.and adjusted by the National Geodetic Survey in June 1991..
 HG0209
 HG0209.The geoid height was determined by GEOID03.
 HG0209
 HG0209.The dynamic height is computed by dividing the NAVD 88
 HG0209.geopotential number by the normal gravity value computed on the
 HG0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0209.degrees latitude (g = 980.6199 gals.).
 HG0209
 HG0209.The modeled gravity was interpolated from observed gravity values.
 HG0209
 HG0209;                    North         East    Units  Estimated Accuracy
 HG0209;SPC KS S     -   442,640.      439,560.      MT  (+/- 180 meters Scaled)
 HG0209
 HG0209                          SUPERSEDED SURVEY CONTROL
 HG0209
 HG0209  NGVD 29 (??/??/92)  431.033  (m)         1414.15   (f) ADJ UNCH    1 2
 HG0209
 HG0209.Superseded values are not recommended for survey control.
 HG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0209.See file dsdata.txt to determine how the superseded data were derived.
 HG0209
 HG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG840008(NAD 83)
 HG0209_MARKER: DR = REFERENCE MARK DISK
 HG0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0209_SP_SET: CONCRETE POST
 HG0209_STAMPING: BAILEY NO 2 1934
 HG0209_MARK LOGO: CGS   
 HG0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0209+STABILITY: SURFACE MOTION
 HG0209
 HG0209  HISTORY     - Date     Condition        Report By
 HG0209  HISTORY     - 1934     MONUMENTED       CGS
 HG0209  HISTORY     - 1953     GOOD             NGS
 HG0209  HISTORY     - 1985     GOOD             NGS
 HG0209
 HG0209                          STATION DESCRIPTION
 HG0209
 HG0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0209'5.1 MI NW FROM MANCHESTER.
 HG0209'4.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0209'FROM THE STATION AT MANCHESTER, THENCE 1.1 MILES WEST ALONG A
 HG0209'GRADED DIRT ROAD, 104.5 FEET NORTHWEST OF TRIANGULATION STATION
 HG0209'BAILEY 1934, 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 HG0209'ABANDONED FARMHOUSE, 35 FEET NORTHWEST OF A CISTERN, 25 FEET
 HG0209'SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, SET IN THE TOP
 HG0209'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 HG0209
 HG0209                          STATION RECOVERY (1985)
 HG0209
 HG0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0239 ***********************************************************************
 HF0239  DESIGNATION -  BAILEY RM 2
 HF0239  PID         -  HF0239
 HF0239  STATE/COUNTY-  KS/COWLEY
 HF0239  USGS QUAD   -  BURDEN (1979)
 HF0239
 HF0239                         *CURRENT SURVEY CONTROL
 HF0239  ___________________________________________________________________
 HF0239* NAD 83(1986)-  37 15 24.     (N)    096 51 18.     (W)     SCALED    
 HF0239* NAVD 88     -       412.271  (meters)    1352.59   (feet)  ADJUSTED  
 HF0239  ___________________________________________________________________
 HF0239  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0239  DYNAMIC HT  -         411.930 (meters)    1351.47  (feet)  COMP
 HF0239  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 HF0239
 HF0239  VERT ORDER  -  SECOND    CLASS 0
 HF0239
 HF0239.The horizontal coordinates were scaled from a topographic map and have
 HF0239.an estimated accuracy of +/- 6 seconds.
 HF0239
 HF0239.The orthometric height was determined by differential leveling
 HF0239.and adjusted by the National Geodetic Survey in June 1991..
 HF0239
 HF0239.The geoid height was determined by GEOID03.
 HF0239
 HF0239.The dynamic height is computed by dividing the NAVD 88
 HF0239.geopotential number by the normal gravity value computed on the
 HF0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0239.degrees latitude (g = 980.6199 gals.).
 HF0239
 HF0239.The modeled gravity was interpolated from observed gravity values.
 HF0239
 HF0239;                    North         East    Units  Estimated Accuracy
 HF0239;SPC KS S     -   466,770.      545,920.      MT  (+/- 180 meters Scaled)
 HF0239
 HF0239                          SUPERSEDED SURVEY CONTROL
 HF0239
 HF0239  NGVD 29 (??/??/92)  412.154  (m)         1352.21   (f) ADJ UNCH    2 0
 HF0239
 HF0239.Superseded values are not recommended for survey control.
 HF0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0239.See file dsdata.txt to determine how the superseded data were derived.
 HF0239
 HF0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG902255(NAD 83)
 HF0239_MARKER: DR = REFERENCE MARK DISK
 HF0239_SETTING: 66 = SET IN ROCK OUTCROP
 HF0239_SP_SET: BEDROCK
 HF0239_STAMPING: BAILEY NO 2 1962
 HF0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HF0239+STABILITY: POSITION/ELEVATION WELL
 HF0239
 HF0239  HISTORY     - Date     Condition        Report By
 HF0239  HISTORY     - 1962     MONUMENTED       CGS
 HF0239
 HF0239                          STATION DESCRIPTION
 HF0239
 HF0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0239'5.6 MI SE FROM NEW SALEM.
 HF0239'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0239'FROM THE STATION AT NEW SALEM, THENCE 3.35 MILES SOUTH ALONG A
 HF0239'DIRT ROAD, THENCE 0.35 MILE EAST ALONG A GRAVEL ROAD, THENCE 0.1
 HF0239'MILE SOUTH ALONG A GRAVEL ROAD, 153 FEET SOUTH OF A FENCE,
 HF0239'47.4 FEET NORTHWEST OF BAILEY 1962, SET IN A DRILLHOLE IN
 HF0239'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0967 ***********************************************************************
 KF0967  DESIGNATION -  BAILEYVILLE
 KF0967  PID         -  KF0967
 KF0967  STATE/COUNTY-  KS/NEMAHA
 KF0967  USGS QUAD   -  BAILEYVILLE (1966)
 KF0967
 KF0967                         *CURRENT SURVEY CONTROL
 KF0967  ___________________________________________________________________
 KF0967* NAD 83(1997)-  39 51 09.64776(N)    096 12 04.92378(W)     ADJUSTED  
 KF0967* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 KF0967  ___________________________________________________________________
 KF0967  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 KF0967  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 KF0967
 KF0967  HORZ ORDER  -  SECOND
 KF0967
 KF0967.The horizontal coordinates were established by classical geodetic methods
 KF0967.and adjusted by the National Geodetic Survey in October 1998..
 KF0967
 KF0967.The orthometric height was scaled from a topographic map.
 KF0967
 KF0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0967
 KF0967.The geoid height was determined by GEOID03.
 KF0967
 KF0967;                    North         East     Units Scale Factor Converg.
 KF0967;SPC KS N     -   170,200.562   553,913.433   MT  1.00001199   +1 08 16.9
 KF0967;UTM  14      - 4,415,155.007   739,420.202   MT  1.00030575   +1 47 39.3
 KF0967
 KF0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0967!SPC KS N     -   0.99994011  x   1.00001199  =   0.99995209
 KF0967!UTM  14      -   0.99994011  x   1.00030575  =   1.00024584
 KF0967
 KF0967:                Primary Azimuth Mark                     Grid Az
 KF0967:SPC KS N     -  SENECA MUNICIPAL STANDPIPE               097 15 52.3
 KF0967:UTM  14      -  SENECA MUNICIPAL STANDPIPE               096 36 29.9
 KF0967
 KF0967|---------------------------------------------------------------------|
 KF0967| PID    Reference Object                     Distance      Geod. Az  |
 KF0967|                                                           dddmmss.s |
 KF0967| KF0966 SENECA MUNICIPAL STANDPIPE          APPROX.11.3 KM 0982409.2 |
 KF0967| CL6810 BAILEYVILLE AZ MK                                  1664945.9 |
 KF0967| CL6811 BAILEYVILLE RM 1                     43.699 METERS 22628     |
 KF0967| CL6812 BAILEYVILLE RM 2                     26.168 METERS 31552     |
 KF0967|---------------------------------------------------------------------|
 KF0967
 KF0967                          SUPERSEDED SURVEY CONTROL
 KF0967
 KF0967  NAD 83(1997)-  39 51 09.64929(N)    096 12 04.92316(W) AD(       ) 2
 KF0967  NAD 83(1986)-  39 51 09.65424(N)    096 12 04.92046(W) AD(       ) 2
 KF0967  NAD 27      -  39 51 09.66000(N)    096 12 03.89200(W) AD(       ) 2
 KF0967
 KF0967.Superseded values are not recommended for survey control.
 KF0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0967.See file dsdata.txt to determine how the superseded data were derived.
 KF0967
 KF0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK3942015155(NAD 83)
 KF0967_MARKER: DS = TRIANGULATION STATION DISK
 KF0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0967
 KF0967  HISTORY     - Date     Condition        Report By
 KF0967  HISTORY     - 1947     MONUMENTED       CGS
 KF0967  HISTORY     - 1950     GOOD             CGS
 KF0967
 KF0967                          STATION DESCRIPTION
 KF0967
 KF0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0967'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF SENECA, 1 MILE
 KF0967'NORTHWEST OF BAILEYVILLE, 0.8 MILE NORTH OF U.S. HIGHWAY NO. 36,
 KF0967'83 FEET EAST OF THE CENTER OF A DIRT ROAD, 60 FEET EAST OF A
 KF0967'FENCE CORNER, 15.5 FEET SOUTH OF A FENCE LINE, AND 15 FEET SOUTH
 KF0967'OF A WITNESS POST.  IT IS SET FLUSH WITH THE GROUND AND IS
 KF0967'STAMPED BAILEYVILLE 1947.
 KF0967'
 KF0967'REFERENCE MARK NO. 1 IS 21 FEET WEST OF THE CENTER OF A DIRT
 KF0967'ROAD AND 1 FOOT EAST OF A FENCE LINE.  IT PROJECTS 6 INCHES AND
 KF0967'IS STAMPED BAILEYVILLE NO 1 1947.
 KF0967'
 KF0967'REFERENCE MARK NO. 2 IS 46 FEET NORTH OF A FENCE CORNER, 21.5
 KF0967'FEET EAST OF THE CENTER OF A DIRT ROAD AND 1 FOOT WEST OF A
 KF0967'FENCE LINE.  IT PROJECTS 8 INCHES AND IS STAMPED BAILEYVILLE
 KF0967'NO 2 1947.
 KF0967'
 KF0967'AZIMUTH MARK IS LOCATED AT THE SOUTHWEST CORNER OF A CEMETERY,
 KF0967'147 FEET WEST OF THE CENTER OF A GATE, 32 FEET NORTH OF THE
 KF0967'CENTER OF U.S. HIGHWAY NO. 36, 2 FEET WEST OF A FENCE CORNER,
 KF0967'1.5 FEET NORTH OF A WITNESS POST, AND 1 FOOT NORTH OF A FENCE
 KF0967'LINE.  IT PROJECTS 1 INCH AND IS STAMPED BAILEYVILLE 1947.
 KF0967'
 KF0967'TO REACH THE STATION FROM THE RAILROAD STATION IN BAILEYVILLE,
 KF0967'GO WEST ON U.S. HIGHWAY NO. 36 FOR 0.7 MILE TO THE SOUTHWEST
 KF0967'CORNER OF A CEMETERY AND THE AZIMUTH MARK ON THE RIGHT AS
 KF0967'DESCRIBED, CONTINUE WEST FOR 0.1 MILE TO A CROSSROAD, TURN
 KF0967'RIGHT, NORTH, AND GO 0.8 MILE TO THE STATION ON THE RIGHT AS
 KF0967'DESCRIBED.
 KF0967'
 KF0967'A 74 FOOT SIGNAL AT SENECA IS VISIBLE AT 4 FEET.
 KF0967'
 KF0967'A 47 FOOT SIGNAL AT KELLY 1934 IS VISIBLE AT 4 FEET.
 KF0967'
 KF0967'A 74 FOOT SIGNAL AT HAROLD IS VISIBLE AT 37 FEET.
 KF0967'
 KF0967'A 74 FOOT SIGNAL AT OIKEL IS VISIBLE AT 15 FEET.
 KF0967'
 KF0967'AN 87 FOOT SIGNAL AT BROOKS IS VISIBLE AT 37 FEET.
 KF0967'
 KF0967'A 74 FOOT SIGNAL AT SUMMERFIELD IS VISIBLE AT 37 FEET.
 KF0967'
 KF0967'A 47 FOOT SIGNAL AT MARSHALL IS VISIBLE AT 37 FEET.
 KF0967'
 KF0967'A 74 FOOT SIGNAL AT CLEAR CREEK IS VISIBLE AT 4 FEET.
 KF0967'
 KF0967'A 74 FOOT SIGNAL AT ALLISON IS VISIBLE AT 4 FEET.
 KF0967'
 KF0967'A 4 FOOT SIGNAL AT CLEVELAND IS VISIBLE AT 64 FEET.
 KF0967'
 KF0967'A 4 FOOT SIGNAL AT MEYER 1934 ECC. IS VISIBLE AT 50 FEET.
 KF0967'
 KF0967'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0967
 KF0967                          STATION RECOVERY (1950)
 KF0967
 KF0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KF0967'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 KF0967'AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0738 ***********************************************************************
 HE0738  DESIGNATION -  BAKER
 HE0738  PID         -  HE0738
 HE0738  STATE/COUNTY-  KS/NEOSHO
 HE0738  USGS QUAD   -  SOUTH MOUND (1973)
 HE0738
 HE0738                         *CURRENT SURVEY CONTROL
 HE0738  ___________________________________________________________________
 HE0738* NAD 83(1997)-  37 26 41.60010(N)    095 12 21.36147(W)     ADJUSTED  
 HE0738* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 HE0738  ___________________________________________________________________
 HE0738  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HE0738  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HE0738
 HE0738  HORZ ORDER  -  SECOND
 HE0738
 HE0738.The horizontal coordinates were established by classical geodetic methods
 HE0738.and adjusted by the National Geodetic Survey in October 1998..
 HE0738
 HE0738.The orthometric height was scaled from a topographic map.
 HE0738
 HE0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0738
 HE0738.The geoid height was determined by GEOID03.
 HE0738
 HE0738;                    North         East     Units Scale Factor Converg.
 HE0738;SPC KS S     -   491,519.528   691,423.755   MT  0.99996974   +2 01 27.5
 HE0738;UTM  15      - 4,146,511.786   304,861.453   MT  1.00006907   -1 20 29.9
 HE0738
 HE0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0738!SPC KS S     -   0.99995643  x   0.99996974  =   0.99992617
 HE0738!UTM  15      -   0.99995643  x   1.00006907  =   1.00002550
 HE0738
 HE0738:                Primary Azimuth Mark                     Grid Az
 HE0738:SPC KS S     -  BAKER AZ MK                              119 28 20.4
 HE0738:UTM  15      -  BAKER AZ MK                              122 50 17.8
 HE0738
 HE0738|---------------------------------------------------------------------|
 HE0738| PID    Reference Object                     Distance      Geod. Az  |
 HE0738|                                                           dddmmss.s |
 HE0738| CL4233 BAKER AZ MK                                        1212947.9 |
 HE0738| CL4234 BAKER RM 1                           31.312 METERS 24617     |
 HE0738| CL4235 BAKER RM 2                           49.731 METERS 32445     |
 HE0738|---------------------------------------------------------------------|
 HE0738
 HE0738                          SUPERSEDED SURVEY CONTROL
 HE0738
 HE0738  NAD 83(1997)-  37 26 41.60483(N)    095 12 21.36164(W) AD(       ) 2
 HE0738  NAD 83(1986)-  37 26 41.61122(N)    095 12 21.35024(W) AD(       ) 2
 HE0738  NAD 27      -  37 26 41.41233(N)    095 12 20.44953(W) AD(       ) 2
 HE0738
 HE0738.Superseded values are not recommended for survey control.
 HE0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0738.See file dsdata.txt to determine how the superseded data were derived.
 HE0738
 HE0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0486146512(NAD 83)
 HE0738_MARKER: DS = TRIANGULATION STATION DISK
 HE0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0738_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0738
 HE0738  HISTORY     - Date     Condition        Report By
 HE0738  HISTORY     - 1965     MONUMENTED       CGS
 HE0738
 HE0738                          STATION DESCRIPTION
 HE0738
 HE0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0738'THE STATION IS ABOUT 1-1/4 EAST AND 1/2 MILE NORTH OF SOUTH
 HE0738'MOUND, ON THE SUMMIT AND EAST END OF A PROMINENT RIDGE WHICH
 HE0738'IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND ON LAND
 HE0738'OWNED BY O.R. BAKER.
 HE0738'
 HE0738'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH MOUND, GO
 HE0738'EAST FOR 0.2 MILE TO A T-JUNCTION AT A SCHOOL HOUSE.  TURN LEFT
 HE0738'AND GO NORTH AND EAST FOR 1.4 MILES TO A FARM ROAD AND A GATE
 HE0738'ON THE LEFT.  (THE AZIMUTH MARK IS 0.25 MILE EAST OF THIS
 HE0738'POINT ON THE SOUTH RIGHT-OF-WAY OF THE ROAD).  TURN LEFT, PASS
 HE0738'THROUGH THE GATE AND GO NORTH FOR 0.2 MILE TO AN ABANDONED FARM
 HE0738'HOUSE.  TURN LEFT AND GO WEST FOR 0.05 MILE TO THE STATION.
 HE0738'
 HE0738'THE STATION MARK IS A STANDARD DISK, STAMPED BAKER 1964, SET
 HE0738'IN THE TOP OF A ROUND, CONCRETE POST 14 INCHES IN DIAMETER
 HE0738'AND 10 INCHES BELOW THE GROUND SURFACE.  IT IS 138.6 FEET
 HE0738'WEST-NORTHWEST OF A POWERLINE POLE, 103.2 FEET EAST-NORTHEAST
 HE0738'OF A TRANSFORMER POLE AND 96 FEET EAST OF THE NORTH-SOUTH
 HE0738'FENCE.
 HE0738'
 HE0738'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BAKER NO 1 1964,
 HE0738'SET IN THE TOP OF A 12 INCH-SQUARE CONCRETE POST PROJECTING
 HE0738'3 INCHES.  IT IS 1 FOOT EAST OF A NORTH-SOUTH FENCE, 2.0 FEET
 HE0738'NORTH OF THE TRANSFORMER POLE AND AT ABOUT THE SAME ELEVATION
 HE0738'AS THE STATION.
 HE0738'
 HE0738'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAKER NO 2 1964,
 HE0738'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 HE0738'1 INCH.  IT IS 29.4 FEET SOUTH OF THE EAST-WEST FENCE 1
 HE0738'FOOT EAST OF THE NORTH-SOUTH FENCE AND AT ABOUT THE SAME
 HE0738'ELEVATION AS THE STATION.
 HE0738'
 HE0738'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAKER 1964, SET
 HE0738'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 HE0738'IT IS 34.2 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD,
 HE0738'1.7 FEET WEST-NORTHWEST OF A WITNESS POST AND 1 FOOT NORTH OF A
 HE0738'SOUTH RIGHT-OF-WAY FENCE.
 HE0738'
 HE0738'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1631 ***********************************************************************
 JE1631  DESIGNATION -  BAKER
 JE1631  PID         -  JE1631
 JE1631  STATE/COUNTY-  KS/DOUGLAS
 JE1631  USGS QUAD   -  BALDWIN CITY (1978)
 JE1631
 JE1631                         *CURRENT SURVEY CONTROL
 JE1631  ___________________________________________________________________
 JE1631* NAD 83(1997)-  38 46 44.11041(N)    095 11 15.30674(W)     ADJUSTED  
 JE1631* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 JE1631  ___________________________________________________________________
 JE1631  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JE1631  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JE1631
 JE1631  HORZ ORDER  -  SECOND
 JE1631
 JE1631.The horizontal coordinates were established by classical geodetic methods
 JE1631.and adjusted by the National Geodetic Survey in October 1998..
 JE1631
 JE1631.The orthometric height was scaled from a topographic map.
 JE1631
 JE1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1631
 JE1631.The geoid height was determined by GEOID03.
 JE1631
 JE1631;                    North         East     Units Scale Factor Converg.
 JE1631;SPC KS N     -    53,259.446   644,344.122   MT  0.99999054   +1 46 46.0
 JE1631;SPC KS S     -   639,553.845   687,786.907   MT  1.00004888   +2 02 08.1
 JE1631;UTM  15      - 4,294,516.178   309,975.038   MT  1.00004467   -1 22 13.9
 JE1631
 JE1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1631!SPC KS N     -   0.99995350  x   0.99999054  =   0.99994404
 JE1631!SPC KS S     -   0.99995350  x   1.00004888  =   1.00000238
 JE1631!UTM  15      -   0.99995350  x   1.00004467  =   0.99999817
 JE1631
 JE1631:                Primary Azimuth Mark                     Grid Az
 JE1631:SPC KS N     -  BAKER AZ MK                              358 58 58.1
 JE1631:SPC KS S     -  BAKER AZ MK                              358 43 36.0
 JE1631:UTM  15      -  BAKER AZ MK                              002 07 58.0
 JE1631
 JE1631|---------------------------------------------------------------------|
 JE1631| PID    Reference Object                     Distance      Geod. Az  |
 JE1631|                                                           dddmmss.s |
 JE1631| CL4230 BAKER AZ MK                                        0004544.1 |
 JE1631| JE1633 AMARILLO KANS CITY AWY BCN 43       APPROX. 1.1 KM 0280030.9 |
 JE1631| CL4231 BAKER RM 1                           31.440 METERS 05518     |
 JE1631| JE1629 BALDWIN CITY MUN TANK               APPROX. 0.5 KM 1700146.6 |
 JE1631| CL4232 BAKER RM 2                           26.359 METERS 31151     |
 JE1631|---------------------------------------------------------------------|
 JE1631
 JE1631                          SUPERSEDED SURVEY CONTROL
 JE1631
 JE1631  NAD 83(1986)-  38 46 44.11826(N)    095 11 15.30891(W) AD(       ) 2
 JE1631  NAD 27      -  38 46 44.09388(N)    095 11 14.41173(W) AD(       ) 2
 JE1631
 JE1631.Superseded values are not recommended for survey control.
 JE1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1631.See file dsdata.txt to determine how the superseded data were derived.
 JE1631
 JE1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0997594516(NAD 83)
 JE1631_MARKER: DS = TRIANGULATION STATION DISK
 JE1631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1631
 JE1631  HISTORY     - Date     Condition        Report By
 JE1631  HISTORY     - 1948     MONUMENTED       CGS
 JE1631  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE1631
 JE1631                          STATION DESCRIPTION
 JE1631
 JE1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1631'THE STATION IS LOCATED ON THE CAMPUS OF BAKER UNIVERSITY IN
 JE1631'THE NORTHERN EDGE OF BALDWIN CITY.  IT IS DIRECTLY ACROSS THE
 JE1631'STREET FROM STONE HALL, 55 FEET SOUTHWEST OF THE CENTER OF
 JE1631'INTERSECTION OF 7TH STREET AND DEERBORN STREET, 28 FEET WEST OF
 JE1631'THE CENTER OF A DRIVEWAY, 25 FEET SOUTHWEST OF A FIRE HYDRANT,
 JE1631'AND 6.5 FEET EAST OF THE MOST EASTERLY OF TWO STONE GATE
 JE1631'PILLERS.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED BAKER
 JE1631'1948.
 JE1631'
 JE1631'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 JE1631'IN A CONCRETE CURBING.  IT IS 60 FEET EAST-NORTHEAST OF THE
 JE1631'CENTER OF INTERSECTION OF 7TH STREET AND DEERBORN STREET AND
 JE1631'17 FEET NORTH OF THE CENTER OF DEERBORN STREET.  IT IS STAMPED
 JE1631'BAKER NO 1 1948.
 JE1631'
 JE1631'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 JE1631'IN A CONCRETE CURBING.  IT IS 16 FEET NORTH OF THE CENTER OF
 JE1631'DEERBORN STREET AND 20 FEET SOUTH OF THE CENTER OF A CONCRETE
 JE1631'SIDEWALK.  IT IS STAMPED BAKER NO 2 1948.
 JE1631'
 JE1631'AZIMUTH MARK IS 31 FEET NORTH-NORTHWEST OF THE CENTER OF
 JE1631'INTERSECTION OF 7TH STREET WITH U.S. HIGHWAY 50, 28 FEET
 JE1631'NORTH OF THE CENTER OF U.S. HIGHWAY 50, AND 4 FEET WEST OF
 JE1631'THE CENTER OF A SIDEWALK.  IT PROJECTS 7 INCHES AND IS STAMPED
 JE1631'BAKER 1948.
 JE1631'
 JE1631'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON 7TH
 JE1631'STREET FOR 0.2 MILE TO U.S. HIGHWAY 50 AND THE MARK AS DESCRIBED.
 JE1631'
 JE1631'A 74 FOOT SIGNAL AT BEBE MOUND 1887 IS VISIBLE AT 77 FEET.
 JE1631'
 JE1631'A 74 FOOT SIGNAL AT WELLS IS VISIBLE AT 77 FEET.
 JE1631'
 JE1631'A 74 FOOT SIGNAL AT NORWOOD IS VISIBLE AT 77 FEET.
 JE1631'
 JE1631'A 4 FOOT SIGNAL AT A 6 15 20E IS VISIBLE AT 77 FEET.
 JE1631'
 JE1631'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1631
 JE1631                          STATION RECOVERY (2005)
 JE1631
 JE1631'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1631'A VISUAL SEARCH WAS MADE FOR THE STATION, REFERENCE MARK 1 AND 2, AND
 JE1631'THE AZIMUTH MARK WAS CONDUCTED WITHOUT SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0757 ***********************************************************************
 KH0757  DESIGNATION -  BAKER
 KH0757  PID         -  KH0757
 KH0757  STATE/COUNTY-  KS/TREGO
 KH0757  USGS QUAD   -  QUINTER (1979)
 KH0757
 KH0757                         *CURRENT SURVEY CONTROL
 KH0757  ___________________________________________________________________
 KH0757* NAD 83(1997)-  39 04 31.46019(N)    100 08 30.99431(W)     ADJUSTED  
 KH0757* NAVD 88     -       792.     (meters)    2598.     (feet)  SCALED    
 KH0757  ___________________________________________________________________
 KH0757  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 KH0757  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 KH0757
 KH0757  HORZ ORDER  -  FIRST
 KH0757
 KH0757.The horizontal coordinates were established by classical geodetic methods
 KH0757.and adjusted by the National Geodetic Survey in October 1998..
 KH0757
 KH0757.The orthometric height was scaled from a topographic map.
 KH0757
 KH0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0757
 KH0757.The geoid height was determined by GEOID03.
 KH0757
 KH0757;                    North         East     Units Scale Factor Converg.
 KH0757;SPC KS N     -    84,569.976   214,672.715   MT  0.99996151   -1 21 18.9
 KH0757;UTM  14      - 4,325,765.013   401,220.849   MT  0.99972014   -0 43 11.5
 KH0757
 KH0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0757!SPC KS N     -   0.99987970  x   0.99996151  =   0.99984121
 KH0757!UTM  14      -   0.99987970  x   0.99972014  =   0.99959987
 KH0757
 KH0757:                Primary Azimuth Mark                     Grid Az
 KH0757:SPC KS N     -  ST PETER ST PETERS CATH CHURCH           021 52 24.0
 KH0757:UTM  14      -  ST PETER ST PETERS CATH CHURCH           021 14 16.6
 KH0757
 KH0757|---------------------------------------------------------------------|
 KH0757| PID    Reference Object                     Distance      Geod. Az  |
 KH0757|                                                           dddmmss.s |
 KH0757| KH0750 ST PETER ST PETERS CATH CHURCH      APPROX.13.5 KM 0203105.1 |
 KH0757| KH0751 COUNTRY CHURCH SPIRE H              APPROX.20.0 KM 0331030.4 |
 KH0757| CN7787 BAKER AZ MK                                        0954919.6 |
 KH0757| KG0782 WAKEENEY MUNICIPAL TANK             APPROX.23.0 KM 1033122.0 |
 KH0757| KG0784 WAKEENEY TREGO CO CTHSE SPIRE       APPROX.23.0 KM 1033802.1 |
 KH0757| KH0752 COLLYER MUNICIPAL TANK              APPROX. 4.5 KM 1515812.0 |
 KH0757| KH0753 COLLYER PUBLIC SCHOOL SPIRE         APPROX. 5.3 KM 1560849.8 |
 KH0757| JH0659 LIPPS GRAIN BIN                     APPROX.11.2 KM 1944832.9 |
 KH0757| CN7788 BAKER RM 1                           45.957 METERS 25220     |
 KH0757| KH0755 QUINTER ST MARGARETS CATH CH        APPROX. 8.3 KM 2615309.6 |
 KH0757| KH0756 QUINTER MUNICIPAL TANK              APPROX. 8.1 KM 2640440.2 |
 KH0757| KH0754 QUINTER SPIRE J                     APPROX. 8.3 KM 2644952.1 |
 KH0757| KH0762 GRAINFIELD MUNICIPAL TANK           APPROX.28.4 KM 2793135.4 |
 KH0757| KH0760 PARK SAC HEART CATH CH CROSS        APPROX.19.2 KM 2830321.9 |
 KH0757| CN7789 BAKER RM 2                           27.920 METERS 29311     |
 KH0757| KH0758 BAPTIST CH 2 MI SW OF SAMPLE        APPROX.18.4 KM 3424855.0 |
 KH0757|---------------------------------------------------------------------|
 KH0757
 KH0757                          SUPERSEDED SURVEY CONTROL
 KH0757
 KH0757  NAD 83(1986)-  39 04 31.46513(N)    100 08 30.99550(W) AD(       ) 1
 KH0757  NAD 27      -  39 04 31.44600(N)    100 08 29.52600(W) AD(       ) 1
 KH0757
 KH0757.Superseded values are not recommended for survey control.
 KH0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0757.See file dsdata.txt to determine how the superseded data were derived.
 KH0757
 KH0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ0122125765(NAD 83)
 KH0757_MARKER: DS = TRIANGULATION STATION DISK
 KH0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KH0757_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0757
 KH0757  HISTORY     - Date     Condition        Report By
 KH0757  HISTORY     - 1934     MONUMENTED       CGS
 KH0757  HISTORY     - 1950     GOOD             CGS
 KH0757  HISTORY     - 1972     GOOD             USAF
 KH0757  HISTORY     - 1979     MARK NOT FOUND   NGS
 KH0757
 KH0757                          STATION DESCRIPTION
 KH0757
 KH0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0757'STATION IS LOCATED NEAR THE CENTER OF THE SOUTH SIDE OF THE
 KH0757'SOUTHWEST QUARTER OF SEC. 19, T. 11 S., R. 25 W., ON THE
 KH0757'PROPERTY OF MR. FRED BAKER.
 KH0757'
 KH0757'TO REACH FROM THE POST OFFICE IN COLLYER, GO NORTH ON THE
 KH0757'MAIN STREET FOR 0.5 MILE, TURN LEFT (WEST), GO 0.7 MILE TO
 KH0757'CROSSROADS, TURN RIGHT (NORTH), GO 2.1 MILES TO SECOND
 KH0757'CROSSROADS, TURN LEFT (WEST), GO 0.8 MILE TO HOME OF MR.
 KH0757'BAKER ON NORTH, TURN NORTH AND GO 0.1 MILE TO STATION.  MARK
 KH0757'IS 53 FEET NORTH AND 12 FEET WEST OF NORTHEAST CORNER OF SMALL
 KH0757'CONCRETE BARN, 37 FEET SOUTH OF EAST-WEST FENCE, 24 FEET
 KH0757'EAST OF NORTH-SOUTH FENCE, AND PROJECTS 6 INCHES.
 KH0757'
 KH0757'REFERENCE MARK NO. 1 IS IN NORTH-SOUTH FENCE LINE, JUST EAST
 KH0757'OF HOUSE, 85 FEET SOUTH OF NORTHWEST CORNER, AND PROJECTS
 KH0757'10 INCHES.
 KH0757'
 KH0757'REFERENCE MARK NO. 2 IS IN EAST-WEST FENCE LINE, JUST NORTHEAST
 KH0757'OF HOUSE, 70 FEET EAST OF NORTHWEST FENCE CORNER, AND PROJECTS
 KH0757'10 INCHES.
 KH0757'
 KH0757'TO REACH AZIMUTH MARK FROM SAID HOUSE, GO EAST 0.8 MILE TO
 KH0757'CROSSROADS.  MARK IS IN NORTHWEST ANGLE, IN SOUTHEAST FENCE
 KH0757'CORNER, 35 FEET WEST OF CENTERLINE NORTH-SOUTH ROAD, 30 FEET
 KH0757'NORTH OF CENTERLINE OF EAST-WEST ROAD, AND PROJECTS 8 INCHES.
 KH0757'
 KH0757'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KH0757
 KH0757                          STATION RECOVERY (1950)
 KH0757
 KH0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0757'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 KH0757'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KH0757'
 KH0757'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KH0757'
 KH0757'THE STATION IS LOCATED ABOUT 5.0 MILES EAST OF QUINTER, 3.5
 KH0757'MILES NORTH-NORTHWEST OF COLLYER AND ON THE LAND OWNED BY
 KH0757'MR. RAY WOSINGER OF HAYS KANSAS.  IT IS 51.0 FEET NORTH OF
 KH0757'THE NORTHEAST CORNER OF A CONCRETE BARN AND 1.4 FEET WEST
 KH0757'OF A WITNESS POST.  IT IS STAMPED BAKER 1934 AND PROJECTS
 KH0757'2 INCHES.
 KH0757'
 KH0757'REFERENCE MARK NO. 1 IS ABOUT 2.0 FEET HIGHER IN ELEVATION
 KH0757'THAN THE STATION.  IT IS STAMPED BAKER NO 1 1934 AND PROJECTS
 KH0757'2 INCHES.
 KH0757'
 KH0757'REFERENCE MARK NO. 2 IS 2.0 FEET SOUTH OF THE SOUTH EDGE OF
 KH0757'A CULTIVATED FIELD.  IT IS STAMPED BAKER NO 2 1934 AND PROJECTS
 KH0757'11 INCHES.
 KH0757'
 KH0757'THE AZIMUTH MARK IS 37.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 KH0757'ROAD, 33.0 FEET NORTH OF THE CENTER OF A EAST-WEST ROAD,
 KH0757'7.0 FEET NORTH-NORTHWEST OF A WITNESS POST AND 4.5 FEET
 KH0757'NORTHWEST OF A CORNER POST.  IT IS STAMPED BAKER AZI 1934
 KH0757'AND PROJECTS 5 INCHES.
 KH0757'
 KH0757'TO REACH THE STATION FROM THE POST OFFICE IN COLLYER, GO NORTH
 KH0757'ON MAIN STREET FOR 0.5 MILE TO A T-ROAD, TURN LEFT AND GO WEST
 KH0757'FOR 0.7 MILE TO CROSSROAD, TURN RIGHT AND GO NORTH FOR 2.0
 KH0757'MILES TO CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST
 KH0757'ANGLE AS DESCRIBED.  TURN LEFT AND GO WEST FOR 0.7 MILE TO
 KH0757'ENTRANCE INTO FARM HOME, TURN RIGHT AND GO NORTH FOR 0.1
 KH0757'MILE, TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE STATION
 KH0757'AS DESCRIBED.
 KH0757
 KH0757                          STATION RECOVERY (1972)
 KH0757
 KH0757'RECOVERY NOTE BY US AIR FORCE 1972
 KH0757'STATION AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  A BRIEF
 KH0757'SEARCH WAS MADE FOR R.M. 1 BUT NOT FOUND DUE TO THICK BRUSH
 KH0757'IN THE AREA.  R.M. 2 FOUND LAYING ON ITS SIDE.  THE CONCRETE
 KH0757'BARN AND FARM HOUSE MENTIONED IN THE 1950 DESCRIPTION ARE
 KH0757'NO LONGER THERE.  THE STATION IS APPROXIMATELY 400 FEET NORTH
 KH0757'OF THE TRACK ROAD LEARNING TO OLD FARM SITE AND APPROXIMATELY
 KH0757'500 FEET NORTHEAST OF A METAL STORAGE BIN.
 KH0757'
 KH0757'1950 ROUTE DESCRIPTION ADEQUATE.
 KH0757
 KH0757                          STATION RECOVERY (1979)
 KH0757
 KH0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KH0757'AZIMUTH MARK WAS FOUND IN APPARENT GOOD CONDITION.  THE POST FOR
 KH0757'REFERENCE MARK 1 AND ANOTHER POST WITH THE IMPRINT OF A DISK IN IT
 KH0757'WERE FOUND IN A RAVINE NEAR THE STATION SITE.  THE BUILDINGS IN THE
 KH0757'ORIGINAL DESCRIPTION ARE NO LONGER THERE.  THE AREA IS NOW IN
 KH0757'CULTIVATION AND HAS BEEN RECENTLY TERRACED FOR SOIL EROSION
 KH0757'CONTROL.  A LENGTHY SEARCH PRODUCED NO EVIDENCE OF ANOTHER POST AND
 KH0757'IT WAS NOT POSSIBLE TO ASCERTAIN IF THE POST FOUND WITH NO DISK WAS
 KH0757'THE SURFACE STATION MARK OR REFERENCE MARK 3.  THE CORPS OF ENGINEERS
 KH0757'HAD REPORTED THE STATION MARK FOUND, REFERENCE MARK 2 DESTROYED AND
 KH0757'REFERENCE MARK 1 NOT FOUND DUE TO THICK BRUSH.  THERE IS NO BRUSH
 KH0757'NEAR THE AREA NOW AND IT IS BELIEVED BULLDOZING OPERATIONS REMOVED
 KH0757'IT.  IT IS POSSIBLE THE UNDERGROUND STATION MARK REMAINS BUT SINCE
 KH0757'THERE ARE NO LONGER ANY IDENTIFIABLE OBJECTS TO REFERENCE FROM AN
 KH0757'ADEQUATE SEARCH IS NOT POSSIBLE.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0875 ***********************************************************************
 HG0875  DESIGNATION -  BAKER
 HG0875  PID         -  HG0875
 HG0875  STATE/COUNTY-  KS/PRATT
 HG0875  USGS QUAD   -  CROFT (1968)
 HG0875
 HG0875                         *CURRENT SURVEY CONTROL
 HG0875  ___________________________________________________________________
 HG0875* NAD 83(1997)-  37 36 28.92529(N)    098 57 34.83475(W)     ADJUSTED  
 HG0875* NAVD 88     -       635.     (meters)    2083.     (feet)  SCALED    
 HG0875  ___________________________________________________________________
 HG0875  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 HG0875  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 HG0875
 HG0875  HORZ ORDER  -  FIRST
 HG0875
 HG0875.The horizontal coordinates were established by classical geodetic methods
 HG0875.and adjusted by the National Geodetic Survey in October 1998..
 HG0875
 HG0875.The orthometric height was scaled from a topographic map.
 HG0875
 HG0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0875
 HG0875.The geoid height was determined by GEOID03.
 HG0875
 HG0875;                    North         East     Units Scale Factor Converg.
 HG0875;SPC KS S     -   504,577.375   359,413.727   MT  0.99995044   -0 16 56.9
 HG0875;UTM  14      - 4,162,327.882   503,559.072   MT  0.99960016   +0 01 28.6
 HG0875
 HG0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0875!SPC KS S     -   0.99990459  x   0.99995044  =   0.99985503
 HG0875!UTM  14      -   0.99990459  x   0.99960016  =   0.99950478
 HG0875
 HG0875|---------------------------------------------------------------------|
 HG0875| PID    Reference Object                     Distance      Geod. Az  |
 HG0875|                                                           dddmmss.s |
 HG0875| CK8861 BAKER RM 1                           18.395 METERS 22859     |
 HG0875| CK8862 BAKER RM 2                           17.008 METERS 30417     |
 HG0875| CK8860 BAKER AZ MK                                        3565751.4 |
 HG0875|---------------------------------------------------------------------|
 HG0875
 HG0875                          SUPERSEDED SURVEY CONTROL
 HG0875
 HG0875  NAD 83(1997)-  37 36 28.93275(N)    098 57 34.83527(W) AD(       ) 1
 HG0875  NAD 83(1986)-  37 36 28.93138(N)    098 57 34.83209(W) AD(       ) 1
 HG0875  NAD 27      -  37 36 28.86400(N)    098 57 33.46900(W) AD(       ) 1
 HG0875
 HG0875.Superseded values are not recommended for survey control.
 HG0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0875.See file dsdata.txt to determine how the superseded data were derived.
 HG0875
 HG0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG0355962328(NAD 83)
 HG0875_MARKER: DS = TRIANGULATION STATION DISK
 HG0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0875
 HG0875  HISTORY     - Date     Condition        Report By
 HG0875  HISTORY     - 1938     MONUMENTED       CGS
 HG0875  HISTORY     - 1951     GOOD             CGS
 HG0875  HISTORY     - 1952     GOOD             CGS
 HG0875
 HG0875                          STATION DESCRIPTION
 HG0875
 HG0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0875'STATION IS LOCATED 4.0 MILES WEST SOUTHWEST OF CULLISON, AND
 HG0875'4.0 MILES EAST OF WELLSFORD, ON THE EAST SIDE OF SECTION LINE
 HG0875'ROAD, 1/2 MILE SOUTH OF US HIGHWAY 54, 5 FEET NORTH FROM
 HG0875'FENCE CORNER BETWEEN FIELD AND FARM YARD, AND 24 FEET EAST
 HG0875'OF CENTER OF ROAD, 105 PACES NORTH OF FARM HOUSE BY ROAD,
 HG0875'ON PROPERTY BELONGING TO MR. BAKER.
 HG0875'
 HG0875'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0875'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 HG0875'
 HG0875'REACHED FROM RIGHT ANGLE TURN IN HIGHWAY U.S. 54 IN CULLISON
 HG0875'AS FOLLOWS- GO SOUTH ON U.S. HIGHWAY 54 FOR 1.0 MILE, TURN RIGHT,
 HG0875'WEST, AND GO 3.0 MILES ON U.S. 54 TO SECTION LINE ROAD, TURN
 HG0875'LEFT, SOUTH AND GO 0.5 MILE TO STATION.
 HG0875'
 HG0875'AZIMUTH MARK IS 0.5 MILE NORTH OF STATION IN THE SOUTHWEST
 HG0875'CORNER OF INTERSECTION OF HIGHWAY U.S. 54 AND SECTION LINE
 HG0875'ROAD, ABOUT 30 FEET SOUTH OF U.S. 54 AND 25 FEET WEST OF
 HG0875'CENTER OF SECTION LINE ROAD.
 HG0875
 HG0875                          STATION RECOVERY (1951)
 HG0875
 HG0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 HG0875'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND
 HG0875'FOUND TO BE IN GOOD CONDITION.
 HG0875'
 HG0875'STATION MARK IS 12 FEET N OF THE 1/2 SECTION LINE CORNER POST,
 HG0875'IN RIGHT-OF-WAY FENCE LINE, AND 25 FEET E OF CENTER LINE OF
 HG0875'ROAD.
 HG0875'
 HG0875'REFERENCE MARK 1 IS 2.6 FEET W OF RIGHT-OF-WAY FENCE LINE, 2.6
 HG0875'FEET W OF TELEPHONE LINE POLE, AND 21 FEET W OF CENTER LINE
 HG0875'OF ROAD.
 HG0875'
 HG0875'REFERENCE MARK 2 IS 2 FEET W OF RIGHT-OF-WAY FENCE LINE, AND 22
 HG0875'FEET W OF CENTER LINE OF ROAD.
 HG0875'
 HG0875'THE AZIMUTH MARK WAS NOT LOCATED, IT EVIDENTLY IS COVERED
 HG0875'UP OR HAS BEEN DESTROYED IN ROAD BUILDING OR ROUNDING TURN
 HG0875'TO ENTRANCE OF THE HIGHWAY.
 HG0875'
 HG0875'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS GOOD.
 HG0875
 HG0875                          STATION RECOVERY (1952)
 HG0875
 HG0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 HG0875'THE STATION WAS VISITED BY AN OBSERVATION PARTY BUT WAS NOT
 HG0875'OCCUPIED.  ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 HG0875'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1125 ***********************************************************************
 KF1125  DESIGNATION -  BALA
 KF1125  PID         -  KF1125
 KF1125  STATE/COUNTY-  KS/RILEY
 KF1125  USGS QUAD   -  BALA (1978)
 KF1125
 KF1125                         *CURRENT SURVEY CONTROL
 KF1125  ___________________________________________________________________
 KF1125* NAD 83(1997)-  39 18 23.00263(N)    096 54 35.33460(W)     ADJUSTED  
 KF1125* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 KF1125  ___________________________________________________________________
 KF1125  LAPLACE CORR-         -10.82  (seconds)                    DEFLEC99
 KF1125  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 KF1125
 KF1125  HORZ ORDER  -  SECOND
 KF1125
 KF1125.The horizontal coordinates were established by classical geodetic methods
 KF1125.and adjusted by the National Geodetic Survey in October 1998..
 KF1125
 KF1125.The orthometric height was scaled from a topographic map.
 KF1125
 KF1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1125
 KF1125.The geoid height was determined by GEOID03.
 KF1125
 KF1125;                    North         East     Units Scale Factor Converg.
 KF1125;SPC KS N     -   108,586.611   494,023.861   MT  0.99995732   +0 41 23.2
 KF1125;UTM  14      - 4,352,860.724   680,217.577   MT  0.99999991   +1 19 27.9
 KF1125
 KF1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1125!SPC KS N     -   0.99993906  x   0.99995732  =   0.99989638
 KF1125!UTM  14      -   0.99993906  x   0.99999991  =   0.99993897
 KF1125
 KF1125:                Primary Azimuth Mark                     Grid Az
 KF1125:SPC KS N     -  LEONARDVILLE MUNICIPAL TANK              032 58 51.5
 KF1125:UTM  14      -  LEONARDVILLE MUNICIPAL TANK              032 20 46.8
 KF1125
 KF1125|---------------------------------------------------------------------|
 KF1125| PID    Reference Object                     Distance      Geod. Az  |
 KF1125|                                                           dddmmss.s |
 KF1125| KF1122 LEONARDVILLE MUNICIPAL TANK         APPROX. 7.9 KM 0334014.7 |
 KF1125| KF1117 FAIRVIEW PRESBYTERIAN CHURCH        APPROX. 7.6 KM 0644926.5 |
 KF1125| CL6817 BALA RM 3                            33.708 METERS 07927     |
 KF1125| KF1126 BALA AZ MK 2                        APPROX. 0.9 KM 0880446.2 |
 KF1125| CL6813 BALA AZ MK                                         0884219.2 |
 KF1125| KF1121 RILEY PRESBYTERIAN CH SPIRE         APPROX. 7.4 KM 0962505.7 |
 KF1125| KF1119 RILEY MUNICIPAL TANK                APPROX. 7.4 KM 0972926.2 |
 KF1125| CL6814 BALA AZ MK RESET                                   1404742.7 |
 KF1125| CL6815 BALA RM 1                            23.407 METERS 20512     |
 KF1125| CL6816 BALA RM 2                            30.053 METERS 32154     |
 KF1125|---------------------------------------------------------------------|
 KF1125
 KF1125                          SUPERSEDED SURVEY CONTROL
 KF1125
 KF1125  NAD 83(1997)-  39 18 23.00919(N)    096 54 35.33308(W) AD(       ) 2
 KF1125  NAD 83(1986)-  39 18 23.00942(N)    096 54 35.33279(W) AD(       ) 2
 KF1125  NAD 27      -  39 18 23.02400(N)    096 54 34.28700(W) AD(       ) 2
 KF1125
 KF1125.Superseded values are not recommended for survey control.
 KF1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1125.See file dsdata.txt to determine how the superseded data were derived.
 KF1125
 KF1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8021852861(NAD 83)
 KF1125_MARKER: DS = TRIANGULATION STATION DISK
 KF1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1125_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KF1125
 KF1125  HISTORY     - Date     Condition        Report By
 KF1125  HISTORY     - 1947     MONUMENTED       CGS
 KF1125  HISTORY     - 1965     GOOD             CGS
 KF1125  HISTORY     - 1980     GOOD             NGS
 KF1125
 KF1125                          STATION DESCRIPTION
 KF1125
 KF1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1125'THE STATION IS LOCATED ABOUT 4.0 MILES WEST OF RILEY AND 2.0
 KF1125'MILES EAST OF THE VILLAGE OF BALA ON LAND OWNED BY MR. ALBERT
 KF1125'SHARP.  IT IS 50 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KF1125'FARM HOUSE, 48 FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVELED
 KF1125'ROAD, 18 FEET EAST OF THE CENTER OF THE DRIVEWAY AND 21 FEET
 KF1125'SOUTHWEST OF FENCE CORNER.  IT IS STAMPED BALA 1947 AND SET
 KF1125'FLUSH WITH THE GROUND SURFACE.
 KF1125'
 KF1125'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, 10 FEET
 KF1125'NORTH OF FENCE CORNER AND 12 FEET WEST OF THE CENTER OF THE
 KF1125'DRIVEWAY.  IT IS STAMPED BALA NO 1 1947 AND SET FLUSH WITH THE
 KF1125'GROUND SURFACE.
 KF1125'
 KF1125'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 30 FEET NORTH
 KF1125'OF THE CENTER OF THE GRAVEL ROAD, 10 FEET WEST OF POWER LINE POLE
 KF1125'AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED BALA NO 2 1947 AND
 KF1125'PROJECTS 6 INCHES.
 KF1125'
 KF1125'THE AZIMUTH MARK IS ABOUT 0.6 MILES EAST OF THE STATION, 31 FEET
 KF1125'NORTH OF THE CENTER OF THE GRAVELED ROAD, 3.0 FEET WEST OF WITNESS
 KF1125'POST AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED BALA 1947
 KF1125'AND PROJECTS 8 INCHES.
 KF1125'
 KF1125'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND
 KF1125'24 IN RILEY, GO WEST ON GRAVELED ROAD FOR 3.9 MILES TO THE
 KF1125'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST FOR 0.6
 KF1125'MILES TO FARM HOUSE AND STATION AS DESCRIBED ON THE LEFT.
 KF1125'
 KF1125'A 47 FOOT SIGNAL AT STATION SAM 1935 IS V.G.
 KF1125'
 KF1125'A 47 FOOT SIGNAL AT STATION EBENEZER IS V.G.
 KF1125'
 KF1125'A 74 FOOT SIGNAL AT STATION LEONARD IS VISIBLE AT 37 FEET.
 KF1125'
 KF1125'A 74 FOOT SIGNAL AT STATION WALSBURG IS V.G.
 KF1125'
 KF1125'A 74 FOOT SIGNAL AT STATION FAIRVIEW IS V.G.
 KF1125'
 KF1125'A 74 FOOT SIGNAL AT STATION RILEY IS V.G.
 KF1125'
 KF1125'A 74 FOOT SIGNAL AT STATION MAGIC IS V.G.
 KF1125'
 KF1125'AN 87 FOOT SIGNAL AT STATION WILMER-2 1935 IS VISIBLE AT 50 FEET.
 KF1125'
 KF1125'AN 87 FOOT SIGNAL AT STATION SWEN 1935 IS VISIBLE AT 50 FEET.
 KF1125'
 KF1125'A 74 FOOT SIGNAL AT STATION ERRICSSEN 1889 IS V.G.
 KF1125'
 KF1125'AN 87 FOOT SIGNAL AT STATION FREDRICH IS VISIBLE AT 37 FEET.
 KF1125'
 KF1125'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1125
 KF1125                          STATION RECOVERY (1965)
 KF1125
 KF1125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KF1125'THE LINE OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED BY A POWERLINE
 KF1125'POLE.
 KF1125'
 KF1125'STATION MARK AND R.M. NO. 1 WERE RECOVERED AND FOUND IN GOOD
 KF1125'CONDITION.  DUE TO THE WIDENING OF STATE HIGHWAY 396, THE AZIMUTH
 KF1125'AND R.M. NO. 2 HAD TO BE MOVED.  R.M. NO. 3 AND AZIMUTH MARK WERE
 KF1125'SET BY THIS PARTY.  THE FOLLOWING IS A NEW AND COMPLETE
 KF1125'DESCRIPTION.
 KF1125'
 KF1125'THE STATION IS LOCATED ABOUT 4 MILES WEST OF RILEY, 2 MILES EAST
 KF1125'OF THE VILLAGE OF BALA ON THE SOUTH SIDE OF STATE HIGHWAY 396 AND
 KF1125'ON LAND OWNED BY MR. G. JOHNSON.
 KF1125'
 KF1125'THE STATION MARK, A STANDARD DISK STAMPED BALA 1947 IS SET IN THE
 KF1125'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 KF1125'THE GROUND.  IT IS 50 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KF1125'A FARMHOUSE, 48 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 396, 18
 KF1125'FEET EAST OF THE CENTER OF A DRIVEWAY, 21 FEET SOUTHWEST OF A
 KF1125'FENCE CORNER AND 5 FEET EAST OF MR. JOHNSONS MAILBOX.
 KF1125'
 KF1125'R.M. NO. 1, A STANDARD DISK STAMPED BALA NO. 1 1947, IS SET IN THE
 KF1125'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 10
 KF1125'FEET NORTH OF A FENCE CORNER AND 12 FEET WEST OF THE CENTER OF
 KF1125'THE DRIVEWAY.
 KF1125'
 KF1125'R.M. NO. 3, A STANDARD DISK STAMPED BALA NO. 3 1947, IS SET IN THE
 KF1125'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 KF1125'123 FEET EAST OF THE CENTER OF THE DRIVEWAY, 28 FEET SOUTH OF
 KF1125'THE CENTER LINE OF STATE HIGHWAY 396, 1.5 FEET NORTH OF AN
 KF1125'EAST-WEST FENCE LINE, 9 FEET WEST OF A TELEPHONE POLE, AND 1 FOOT
 KF1125'WEST OF A METAL WITNESS POST.
 KF1125'
 KF1125'THE AZIMUTH MARK, A STANDARD DISK STAMPED BALA 1947 RESET 1965,
 KF1125'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 KF1125'INCHES.  IT IS 28 FEET WEST OF A CENTER LINE OF A GRAVELED ROAD,
 KF1125'3.5 FEET NORTH OF A CORNER FENCE POST, 3 FEET WEST OF A METAL
 KF1125'WITNESS POST WHICH IS SET IN A NORTH-SOUTH FENCE LINE AND AT THE
 KF1125'SOUTH-EAST CORNER OF A PASTURE.
 KF1125'
 KF1125'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 KF1125'HIGHWAY 396 FOR 0.25 MILE TO A CROSSROAD, TURN RIGHT AND GO
 KF1125'SOUTH ON THE GRAVELED ROAD, 0.3 MILE TO FENCE CORNER, AND THE
 KF1125'AZIMUTH MARK ON THE RIGHT.
 KF1125
 KF1125                          STATION RECOVERY (1980)
 KF1125
 KF1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KF1125'SURFACE STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE
 KF1125'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOW OBSTRUCTED FROM
 KF1125'GROUND VISIBILITY BY A HOUSE, THEREFORE AN AZIMUTH MARK 2 WAS SET THIS
 KF1125'DATE.  THE DISTANCE TO REFERENCE MARK 1 WAS 0.003 METER LONGER THAN
 KF1125'1965 DATA WHILE THE DISTANCE TO REFERENCE MARK 3 WAS 0.10 FOOT
 KF1125'LONGER.  THE DIRECTION TO REFERENCE MARK 1 WAS 1 MINUTE, 32 SECONDS
 KF1125'LARGER THAN 1965 DATA AND THE DIRECTION TO REFERENCE MARK 3 WAS 2
 KF1125'MINUTES, 29 SECONDS SMALLER THAN 1965 DATA.  THE DIRECTION TO THE
 KF1125'LEONARDVILLE MUNICIPAL WATER TANK WAS 5.8 SECONDS SMALLER THAN 1947
 KF1125'DATA.  DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.  REBAR DRIVEN AT
 KF1125'SURFACE MARK.
 KF1125'
 KF1125'THE STATION IS ABOUT 4-1/2 MILES WEST OF RILEY, 2 MILES EAST OF BALA,
 KF1125'ON THE SOUTH SIDE OF U.S. HIGHWAY 77 AND ON PROPERTY OWNED BY BRUCE
 KF1125'NELSON BROUGHER WHO LIVES AT THE STATION SITE.  HIS MAILING ADDRESS IS
 KF1125'BOX 128, RILEY, KANSAS 66531 AND THE TELEPHONE NUMBER IS 913-485 2448.
 KF1125'
 KF1125'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 77 AT
 KF1125'RILEY, GO WEST ON U.S. HIGHWAY 77 FOR 3.8 MILES TO BALA AZIMUTH MARK
 KF1125'2 ON THE RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR 0.55 MILE TO TWO
 KF1125'HOUSES AND THE STATION ON THE LEFT.
 KF1125'
 KF1125'TO REACH THE 1965 AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 KF1125'HIGHWAY FOR 0.25 MILE TO A DIRT CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 KF1125'A DIRT TRACK ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 KF1125'
 KF1125'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BALA 1947--- SET
 KF1125'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS 111.0
 KF1125'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 77, 65.8 FEET
 KF1125'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE WEST HOUSE, 64.2 FEET
 KF1125'NORTH OF THE NORTHWEST CORNER OF THE EAST HOUSE AND 14.0 FEET EAST OF
 KF1125'THE CENTERLINE OF THE DRIVEWAY.  UNDERGROUND MARK WAS NOT INSPECTED.
 KF1125'
 KF1125'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BALA NO 1 1947---
 KF1125'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 6 INCHES BELOW
 KF1125'THE GROUND SURFACE.  IT IS 36.0 FEET SOUTH OF A POWERLINE POLE WITH A
 KF1125'TRANSFORMER, 28.0 FEET WEST OF THE NORTHWEST CORNER OF THE EAST HOUSE,
 KF1125'25.5 FEET EAST OF THE SOUTHEAST CORNER OF THE WEST HOUSE AND ABOUT THE
 KF1125'SAME ELEVATION AS THE STATION.  REBAR DRIVEN BY MARK.
 KF1125'
 KF1125'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---BALA NO 3 1947--- SET
 KF1125'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE
 KF1125'SURFACE.  IT IS 121.0 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY,
 KF1125'105.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE EAST HOUSE,
 KF1125'86.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 1 FOOT
 KF1125'HIGHER THAN THE STATION.  REBAR DRIVEN BY MARK.
 KF1125'
 KF1125'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BALA 1947 RESET 1965---
 KF1125'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT
 KF1125'IS 30.0 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD AND 4.0 FEET
 KF1125'SOUTHWEST OF A WITNESS POST.  NO MAGNETIC MATERIAL.
 KF1125'
 KF1125'AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED---BALA 1947 2 1980---
 KF1125'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 KF1125'72 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.8 FEET SOUTH OF A
 KF1125'GUYED POWERLINE POLE, 2.0 FEET WEST OF A WITNESS POST AND 1.5 FEET
 KF1125'SOUTH OF A RIGHT-OF-WAY FENCE.  REBAR PLACED IN THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0944 ***********************************************************************
 JE0944  DESIGNATION -  BALDWIN CITY
 JE0944  PID         -  JE0944
 JE0944  STATE/COUNTY-  KS/DOUGLAS
 JE0944  USGS QUAD   -  BALDWIN CITY (1978)
 JE0944
 JE0944                         *CURRENT SURVEY CONTROL
 JE0944  ___________________________________________________________________
 JE0944* NAD 83(1986)-  38 46 27.     (N)    095 11 13.     (W)     SCALED    
 JE0944* NAVD 88     -       316.349  (meters)    1037.89   (feet)  ADJUSTED  
 JE0944  ___________________________________________________________________
 JE0944  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JE0944  DYNAMIC HT  -         316.133 (meters)    1037.18  (feet)  COMP
 JE0944  MODELED GRAV-     979,938.8   (mgal)                       NAVD 88
 JE0944
 JE0944  VERT ORDER  -  SECOND    CLASS 0
 JE0944
 JE0944.The horizontal coordinates were scaled from a topographic map and have
 JE0944.an estimated accuracy of +/- 6 seconds.
 JE0944
 JE0944.The orthometric height was determined by differential leveling
 JE0944.and adjusted by the National Geodetic Survey in June 1991..
 JE0944
 JE0944.The geoid height was determined by GEOID03.
 JE0944
 JE0944.The dynamic height is computed by dividing the NAVD 88
 JE0944.geopotential number by the normal gravity value computed on the
 JE0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0944.degrees latitude (g = 980.6199 gals.).
 JE0944
 JE0944.The modeled gravity was interpolated from observed gravity values.
 JE0944
 JE0944;                    North         East    Units  Estimated Accuracy
 JE0944;SPC KS N     -    52,730.      644,420.      MT  (+/- 180 meters Scaled)
 JE0944
 JE0944                          SUPERSEDED SURVEY CONTROL
 JE0944
 JE0944  NGVD 29 (??/??/92)  316.234  (m)         1037.51   (f) ADJ UNCH    2 0
 JE0944
 JE0944.Superseded values are not recommended for survey control.
 JE0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0944.See file dsdata.txt to determine how the superseded data were derived.
 JE0944
 JE0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC100939(NAD 83)
 JE0944_MARKER: DB = BENCH MARK DISK
 JE0944_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0944_SP_SET: TOWER LEG BASE
 JE0944_STAMPING: BALDWIN CITY 1934
 JE0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0944
 JE0944  HISTORY     - Date     Condition        Report By
 JE0944  HISTORY     - 1934     MONUMENTED       CGS
 JE0944  HISTORY     - 1950     GOOD             NGS
 JE0944  HISTORY     - 1980     GOOD             NGS
 JE0944
 JE0944                          STATION DESCRIPTION
 JE0944
 JE0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0944'AT BALDWIN.
 JE0944'AT THE CITY WATER TOWER, 125 FEET WEST ALONG AN ALLEY FROM THE
 JE0944'CENTERLINE OF SIXTH STREET, AND IN THE TOP OF THE SOUTHWEST SIDE
 JE0944'OF THE CONCRETE FOUNDATION AT THE BASE OF THE SOUTHEAST LEG.  THE
 JE0944'DISK IS SET IN A DRILL HOLE.  NOTE-- OLD WATER TOWER DESTROYED
 JE0944'AND NEW ONE LOCATED 30 YDS. SW OF OLD TOWER LOCATION.  MARK AND
 JE0944'FOUNDATION OF SE LEG OF OLD TOWER PRESERVED.
 JE0944
 JE0944                          STATION RECOVERY (1980)
 JE0944
 JE0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JE0944'IN THE CONCRETE BASE OF A LEG OF AN OLD WATER TOWER THAT HAS BEEN
 JE0944'TORN DOWN, 125.0 WEST OF THE CENTERLINE OF SIXTH STREET, 11.0 FEET
 JE0944'SOUTH OF THE CENTERLINE OF AN ALLEY, 6.5 FEET WEST OF THE SOUTHWEST
 JE0944'CORNER OF A WATER COOLING TOWER FOR THE CITY POWER PLANT, 3.5 FEET
 JE0944'NORTHWEST OF A POWERLINE POLE AND THE REAR OF THE CITY POWER PLANT
 JE0944'BUILDING ABOUT 30 YARDS NORTHEAST OF THE NEW WATER TOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0914 ***********************************************************************
 HH0914  DESIGNATION -  BANK
 HH0914  PID         -  HH0914
 HH0914  STATE/COUNTY-  KS/MEADE
 HH0914  USGS QUAD   -  PROFFITT LAKE SW (1972)
 HH0914
 HH0914                         *CURRENT SURVEY CONTROL
 HH0914  ___________________________________________________________________
 HH0914* NAD 83(1997)-  37 02 13.48749(N)    100 09 14.58089(W)     ADJUSTED  
 HH0914* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 HH0914  ___________________________________________________________________
 HH0914  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HH0914  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 HH0914
 HH0914  HORZ ORDER  -  FIRST
 HH0914
 HH0914.The horizontal coordinates were established by classical geodetic methods
 HH0914.and adjusted by the National Geodetic Survey in October 1998..
 HH0914
 HH0914.The orthometric height was scaled from a topographic map.
 HH0914
 HH0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0914
 HH0914.The geoid height was determined by GEOID03.
 HH0914
 HH0914;                    North         East     Units Scale Factor Converg.
 HH0914;SPC KS S     -   442,416.411   252,841.658   MT  1.00005305   -1 00 59.3
 HH0914;SPC OK N     -   228,159.374   408,361.654   MT  1.00006053   -1 16 16.3
 HH0914;SPC OK N     -   748,552.88  1,339,766.53   sFT  1.00006053   -1 16 16.3
 HH0914;UTM  14      - 4,099,608.412   397,365.108   MT  0.99972977   -0 41 42.7
 HH0914
 HH0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0914!SPC KS S     -   0.99989298  x   1.00005305  =   0.99994602
 HH0914!SPC OK N     -   0.99989298  x   1.00006053  =   0.99995350
 HH0914!UTM  14      -   0.99989298  x   0.99972977  =   0.99962278
 HH0914
 HH0914:                Primary Azimuth Mark                     Grid Az
 HH0914:SPC KS S     -  BANK AZ MK                               004 59 48.8
 HH0914:SPC OK N     -  BANK AZ MK                               005 15 05.8
 HH0914:UTM  14      -  BANK AZ MK                               004 40 32.2
 HH0914
 HH0914|---------------------------------------------------------------------|
 HH0914| PID    Reference Object                     Distance      Geod. Az  |
 HH0914|                                                           dddmmss.s |
 HH0914| CK8866 BANK AZ MK                                         0035849.5 |
 HH0914| CK8867 BANK RM 1                             8.942 METERS 09303     |
 HH0914| CK8868 BANK RM 2                             8.883 METERS 27340     |
 HH0914|---------------------------------------------------------------------|
 HH0914
 HH0914                          SUPERSEDED SURVEY CONTROL
 HH0914
 HH0914  NAD 83(1997)-  37 02 13.49350(N)    100 09 14.58161(W) AD(       ) 1
 HH0914  NAD 83(1986)-  37 02 13.48671(N)    100 09 14.57792(W) AD(       ) 1
 HH0914  NAD 27      -  37 02 13.38462(N)    100 09 13.07275(W) AD(       ) 1
 HH0914
 HH0914.Superseded values are not recommended for survey control.
 HH0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0914.See file dsdata.txt to determine how the superseded data were derived.
 HH0914
 HH0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9736599608(NAD 83)
 HH0914_MARKER: DE = TRAVERSE STATION DISK
 HH0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0914_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0914
 HH0914  HISTORY     - Date     Condition        Report By
 HH0914  HISTORY     - 1970     MONUMENTED       NGS
 HH0914
 HH0914                          STATION DESCRIPTION
 HH0914
 HH0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0914'THE STATION IS LOCATED ON THE ROAD RIGHT OF WAY, ABOUT 20 MILES
 HH0914'SOUTHEAST OF MEADE, 10 MILES WEST OF ENGLEWOOD.  4 MILES NORTH OF
 HH0914'THE OKLAHOMA-KANSAS LINE.
 HH0914'
 HH0914'TO REACH THE STATION FROM THE POST OFFICE IN ENGLEWOOD, GO WEST ON
 HH0914'MAIN STREET TO THE INTERSECTION OF U. S. HIGHWAY 283, CONTINUE WEST
 HH0914'ON GRAVELED ROAD FOR 3.5 MILES TO WHERE ROAD BEARS RIGHT, CONTINUE
 HH0914'WEST ON MAIN TRAVELED ROAD FOR 3.4 MILES TO A CROSSROAD, CONTINUE
 HH0914'WEST ON GRAVELED ROAD FOR 2.6 MILES TO A T ROAD RIGHT, CONTINUE
 HH0914'WEST FOR 0.1 MILE TO THE STATION ON THE RIGHT.  TO REACH THE
 HH0914'AZIMUTH MARK FROM THE T ROAD RIGHT, GO NORTH ON GRAVELED ROAD FOR
 HH0914'0.85 MILE TO A FIELD ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 HH0914'
 HH0914'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED BANK 1970.  THE
 HH0914'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HH0914'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 101 FEET
 HH0914'WEST OF A POWERLINE POLE WITH TRANSFORMER, 52.5 FEET NORTH OF THE
 HH0914'APPROXIMATE CENTER OF A GRAVELED ROAD, 5.5 FEET SOUTH OF A
 HH0914'FENCE AND 5.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 HH0914'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HH0914'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HH0914'
 HH0914'REFEENCE MARK 1, A STANDARD DISK STAMPED BANK NO 1 1970, IS SET IN
 HH0914'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 HH0914'WITH THE GROUND SURFACE.  IT IS 72 FEET WEST OF A POWERLINE POLE
 HH0914'WITH TRANSFORMER, 54 FEET NORTH OF THE APPROXIMATE CENTER OF A
 HH0914'GRAVELED ROAD, 32 FEET SOUTHEAST OF A METAL WITNESS POST WITH
 HH0914'SIGN AND 6 FEET SOUTH OF A FENCE.
 HH0914'
 HH0914'REFERENCE MARK 2, A STANDARD DISK STAMPED BANK NO 2 1970, IS SET IN
 HH0914'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 HH0914'WITH THE GROUND SURFACE.  IT IS 130 FEET WEST OF POWERLINE POLE WITH
 HH0914'TRANSFORMER, 55 FEET NORTH OF THE APROXIMATE CENTER OF A
 HH0914'GRAVELED ROAD, 27 FEET WEST OF A METAL WITNESS POST WITH SIGN
 HH0914'AND 4 FEET SOUTH OF A FENCE.
 HH0914'
 HH0914'THE AZIMUTH MARK, A STANDARD DISK STAMPED BANK 1970, IS SET IN THE
 HH0914'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 HH0914'INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 75 FEET WEST OF A
 HH0914'CATTLE GUARD, 38 FEET EAST OF THE APPROXIMATE CENTER OF A
 HH0914'GRAVELED ROAD, 24 FEET NORTH OF A FIELD ROAD, 2 FEET SOUTH OF A
 HH0914'METAL WITNESS POST WITH SIGN AND 1.5 FEET NORTHWEST OF A FENCE
 HH0914'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0856 ***********************************************************************
 JG0856  DESIGNATION -  BANK
 JG0856  PID         -  JG0856
 JG0856  STATE/COUNTY-  KS/ELLIS
 JG0856  USGS QUAD   -  YOCEMENTO (1974)
 JG0856
 JG0856                         *CURRENT SURVEY CONTROL
 JG0856  ___________________________________________________________________
 JG0856* NAD 83(1997)-  38 56 48.14237(N)    099 29 02.12921(W)     ADJUSTED  
 JG0856* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 JG0856  ___________________________________________________________________
 JG0856  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 JG0856  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 JG0856
 JG0856  HORZ ORDER  -  THIRD
 JG0856
 JG0856.The horizontal coordinates were established by classical geodetic methods
 JG0856.and adjusted by the National Geodetic Survey in October 1998..
 JG0856
 JG0856.The orthometric height was scaled from a topographic map.
 JG0856
 JG0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0856
 JG0856.The geoid height was determined by GEOID03.
 JG0856
 JG0856;                    North         East     Units Scale Factor Converg.
 JG0856;SPC KS N     -    69,144.883   271,366.064   MT  0.99997085   -0 56 20.0
 JG0856;UTM  14      - 4,310,973.864   458,064.582   MT  0.99962165   -0 18 15.1
 JG0856
 JG0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0856!SPC KS N     -   0.99989956  x   0.99997085  =   0.99987041
 JG0856!UTM  14      -   0.99989956  x   0.99962165  =   0.99952124
 JG0856
 JG0856:                Primary Azimuth Mark                     Grid Az
 JG0856:SPC KS N     -  BANK AZ MK                               002 13 38.5
 JG0856:UTM  14      -  BANK AZ MK                               001 35 33.6
 JG0856
 JG0856|---------------------------------------------------------------------|
 JG0856| PID    Reference Object                     Distance      Geod. Az  |
 JG0856|                                                           dddmmss.s |
 JG0856| AI1627 BANK AZ MK                                         0011718.5 |
 JG0856| AI1625 BANK RM 1                             9.221 METERS 00120     |
 JG0856| AI1626 BANK RM 2                            15.912 METERS 09015     |
 JG0856| JG0931 ELLIS ST MARYS CATHOLIC CHURCH      APPROX. 6.4 KM 2651726.2 |
 JG0856|---------------------------------------------------------------------|
 JG0856
 JG0856                          SUPERSEDED SURVEY CONTROL
 JG0856
 JG0856  NAD 83(1986)-  38 56 48.14943(N)    099 29 02.12914(W) AD(       ) 3
 JG0856  NAD 27      -  38 56 48.10900(N)    099 29 00.73800(W) AD(       ) 3
 JG0856
 JG0856.Superseded values are not recommended for survey control.
 JG0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0856.See file dsdata.txt to determine how the superseded data were derived.
 JG0856
 JG0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ5806510974(NAD 83)
 JG0856_MARKER: DS = TRIANGULATION STATION DISK
 JG0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0856_STAMPING: BANK 1950
 JG0856_MARK LOGO: CGS   
 JG0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0856+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2001
 JG0856
 JG0856  HISTORY     - Date     Condition        Report By
 JG0856  HISTORY     - 1950     MONUMENTED       CGS
 JG0856  HISTORY     - 1963     GOOD             CGS
 JG0856  HISTORY     - 19841218 GOOD             NGS
 JG0856  HISTORY     - 20010731 GOOD             LOCSUR
 JG0856
 JG0856                          STATION DESCRIPTION
 JG0856
 JG0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0856'THE STATION IS LOCATED AT THE CREST OF A LOW HILL ABOUT 3.0
 JG0856'MILES WEST AND 3.0 MILES NORTH OF YOCEMENTO AND 4.0 MILES EAST
 JG0856'AND 1.0 MILE NORTH OF ELLIS.  IT IS ALONG THE EAST EDGE OF A
 JG0856'CULTIVATED FIELD, 29.0 FEET WEST OF THE CENTER OF A GRADED ROAD,
 JG0856'4.0 FEET NORTH OF A WITNESS POST AND 1.0 FOOT WEST OF A FENCE.
 JG0856'IT PROJECTS 6 INCHES AND IS STAMPED BANK 1950.
 JG0856'
 JG0856'REFERENCE MARK NO. 1 IS LOCATED ALONG THE EAST EDGE OF A
 JG0856'CULTIVATED FIELD, 28.0 FEET WEST OF THE CENTER OF A GRADED ROAD
 JG0856'AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 6 INCHES AND IS
 JG0856'STAMPED BANK NO 1 1950.
 JG0856'
 JG0856'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE ROAD FROM THE STATION
 JG0856'ALONG THE WEST EDGE OF A CULTIVATED FIELD.  IT IS 24.0 FEET EAST
 JG0856'OF THE CENTER OF A GRADED ROAD AND 0.5 OF A FOOT EAST OF A
 JG0856'FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED BANK NO 2 1950.
 JG0856'
 JG0856'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 JG0856'NO. 2 IS 59.84 FEET.
 JG0856'
 JG0856'THE AZIMUTH MARK IS LOCATED IN THE NORTHEAST ANGLE OF A CROSSROAD,
 JG0856'24.0 FEET NORTH OF THE CENTER OF A GRADED ROAD, 24.0 FEET EAST
 JG0856'OF THE CENTER OF A GRADED ROAD, 2.0 FEET EAST OF A FENCE
 JG0856'CORNER AND 1.5 FEET WEST OF A WITNESS POST.  IT PROJECTS 6 INCHES
 JG0856'AND IS STAMPED BANK 1950.
 JG0856'
 JG0856'TO REACH THE STATION FROM THE STOP LIGHT AT THE INTERSECTION
 JG0856'OF THE MAIN STREET AND U.S. HIGHWAY NO. 40 JUST SOUTH OF THE
 JG0856'POST OFFICE IN ELLIS, GO EAST ON U.S. HIGHWAY NO. 40 FOR 4.45
 JG0856'MILES TO A CROSSROAD.  HERE TURN LEFT AND GO NORTH, EAST AND
 JG0856'NORTH ON A GRADED ROAD FOR 1.8 MILES TO THE TOP OF A LOW HILL
 JG0856'AND THE STATION ON THE LEFT AS DESCRIBED.
 JG0856'
 JG0856'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRADED
 JG0856'ROAD FOR 0.75 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 JG0856'NORTHEAST ANGLE AS DESCRIBED.
 JG0856
 JG0856                          STATION RECOVERY (1963)
 JG0856
 JG0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JG0856'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JG0856'IN GOOD CONDITION, EXCEPT FOR A FEW DETAILS.  THE STATION IS
 JG0856'1 FOOT SOUTH OF A NEW STEEL WITNESS POST WITH A SIGN AND WILL
 JG0856'BE ABOUT 1/2 MILE NORTH OF INTERSTATE HIGHWAY 70 WHEN IT IS BUILT
 JG0856'ACROSS THE NORTH-SOUTH GRADED ROAD WHICH LEADS TO THE STATION.
 JG0856'
 JG0856'AZIMUTH MARK IS 0.75 MILE NORTH OF THE STATION IN THE NORTHEAST
 JG0856'ANGLE OF A CROSSROADS, 29 FEET NORTH OF THE CENTER OF AN EAST-WEST
 JG0856'GRADED ROAD, 21 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRADED
 JG0856'ROAD, AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.
 JG0856
 JG0856                          STATION RECOVERY (1984)
 JG0856
 JG0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JG0856'M07        P5 THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE
 JG0856'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 JG0856'DIRECTIONS TO THE REFERENCE MARKS WERE WITHIN ALLOWABLE LIMITS.  A
 JG0856'CHECK ANGLE TO A DISTANT LANDMARK WAS ALSO OBTAINED, THEREFORE, THE
 JG0856'UNDERGROUND MARK WAS NOT INSPECTED.  DUE TO ROAD CHANGES, A COMPLETE,
 JG0856'NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 14.5 KM (9.00
 JG0856'MI) WEST-NORTHWEST OF HAYES, 6.9 KM (4.30 MI) EAST OF ELLIS, 0.8 KM
 JG0856'(0.50 MI) NORTH OF INTERSTATE HIGHWAY 70, IN THE NE 1/4, SEC 13, T 12
 JG0856'S, R 20 W AND ON ROAD RIGHT-OF-WAY.  CONTACT THE ELLIS COUNTY
 JG0856'ENGINEER, P.O BOX 691, HAYES, KS 67601.  TO REACH THE STATION FROM THE
 JG0856'JUNCTION OF STATE HIGHWAY 247 AND INTERSTATE HIGHWAY 70, AT THE NORTH
 JG0856'EDGE OF ELLIS, GO NORTH ON A PAVED COUNTY ROAD FOR 0.97 KM (0.60 MI)
 JG0856'TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD
 JG0856'FOR 6.44 KM (4.00 MI) TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 JG0856'NORTHEAST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON A
 JG0856'GRAVELED ROAD FOR 1.29 KM (0.80 MI) TO THE STATION ON THE RIGHT, AT
 JG0856'THE CREST OF A HILL.  THE STATION  IS A STANDARD CGS DISK
 JG0856'STAMPED---BANK 1950---, SET INTO THE TOP OF A SQUARE CONCRETE
 JG0856'MONUMENT, 8.0 INCHES (20.0 CM IN DIAMETER, FLUSH WITH GROUND.  THE
 JG0856'STATION IS LOCATED 7.9 METERS (25.9 FT) WEST FROM THE CENTERLINE OF
 JG0856'THE ROAD, 0.61 METERS (2.00 FT) NORTH FROM A WITNESS POST, 0.30 METERS
 JG0856'(0.98 FT) SOUTH FROM A WITNESS POST.  REFERENCE MARK NO 01, IS A
 JG0856'STANDARD CGS DISK STAMPED---BANK NO 1 1950---, SET INTO THE TOP OF A
 JG0856'SQUARE CONCRETE MONUMENT, 8 INCHES (20 CM) IN DIAMETER, RECESSED 6
 JG0856'INCHES (15 CM) BELOW THE GROUND.  THE STATION IS LOCATED 7.9 METERS
 JG0856'(25.9 FT) WEST FROM THE CENTERLINE OF THE ROAD, 0.30 METERS (0.98 FT)
 JG0856'SOUTH FROM A WITNESS POST, 0.30 METERS (0.98 FT) EAST FROM A FENCE.
 JG0856'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---BANK NO 2
 JG0856'1950---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 8 INCHES (20
 JG0856'CM) IN DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE
 JG0856'STATION IS LOCATED 7.3 METERS (24.0 FT) EAST FROM THE CENTERLINE OF
 JG0856'THE ROAD, 0.30 METERS (0.98 FT) NORTH FROM A WITNESS POST, 0.30 METERS
 JG0856'(0.98 FT) EAST FROM THE EAST RIGHT-OF-WAY FENCE, AND 0.3 METERS (1.0
 JG0856'FT) LOWER THAN THE STATION. AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 JG0856'STAMPED---BANK 1950---, SET INTO THE TOP OF A SQUARE CONCRETE
 JG0856'MONUMENT, 8 INCHES (20 CM) IN DIAMETER, FLUSH WITH GROUND.  THE
 JG0856'STATION IS LOCATED 19.00 METERS (62.34 FT) SOUTH FROM A BURIED CABLE
 JG0856'JUNCTION BOX AND POST LP 6 202 11, 8.1 METERS (26.6 FT) NORTH FROM THE
 JG0856'CENTERLINE OF THE EAST/WEST ROAD, 7.3 METERS (24.0 FT) EAST FROM THE
 JG0856'CENTERLINE OF THE NORTH/SOUTH ROAD, 0.30 METERS (0.98 FT) EAST FROM A
 JG0856'WITNESS POST.
 JG0856
 JG0856                          STATION RECOVERY (2001)
 JG0856
 JG0856'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (MSJ)
 JG0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0685 ***********************************************************************
 KG0685  DESIGNATION -  BANNER
 KG0685  PID         -  KG0685
 KG0685  STATE/COUNTY-  KS/SMITH
 KG0685  USGS QUAD   -  GAYLORD (1973)
 KG0685
 KG0685                         *CURRENT SURVEY CONTROL
 KG0685  ___________________________________________________________________
 KG0685* NAD 83(1997)-  39 40 35.25875(N)    098 47 08.04543(W)     ADJUSTED  
 KG0685* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 KG0685  ___________________________________________________________________
 KG0685  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 KG0685  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 KG0685
 KG0685  HORZ ORDER  -  THIRD
 KG0685
 KG0685.The horizontal coordinates were established by classical geodetic methods
 KG0685.and adjusted by the National Geodetic Survey in October 1998..
 KG0685
 KG0685.The orthometric height was scaled from a topographic map.
 KG0685
 KG0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0685
 KG0685.The geoid height was determined by GEOID03.
 KG0685
 KG0685;                    North         East     Units Scale Factor Converg.
 KG0685;SPC KS N     -   149,398.731   332,603.673   MT  0.99998441   -0 29 49.3
 KG0685;UTM  14      - 4,391,870.504   518,389.937   MT  0.99960416   +0 08 12.9
 KG0685
 KG0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0685!SPC KS N     -   0.99991682  x   0.99998441  =   0.99990124
 KG0685!UTM  14      -   0.99991682  x   0.99960416  =   0.99952102
 KG0685
 KG0685:                Primary Azimuth Mark                     Grid Az
 KG0685:SPC KS N     -  BANNER AZ MK                             002 09 40.9
 KG0685:UTM  14      -  BANNER AZ MK                             001 31 38.7
 KG0685
 KG0685|---------------------------------------------------------------------|
 KG0685| PID    Reference Object                     Distance      Geod. Az  |
 KG0685|                                                           dddmmss.s |
 KG0685| CN7797 BANNER AZ MK                                       0013951.6 |
 KG0685| CN7798 BANNER RM 1                          11.515 METERS 00240     |
 KG0685| KG0695 SMITH CENTER STANDPIPE              APPROX.11.3 KM 0035603.0 |
 KG0685| KG0686 BANNER 2                             21.266 METERS 09324     |
 KG0685| CN7800 BANNER 2 AZ MK                                     1624305.6 |
 KG0685| CN7799 BANNER RM 2                          10.948 METERS 26353     |
 KG0685|---------------------------------------------------------------------|
 KG0685
 KG0685                          SUPERSEDED SURVEY CONTROL
 KG0685
 KG0685  NAD 83(1997)-  39 40 35.26466(N)    098 47 08.04734(W) AD(       ) 3
 KG0685  NAD 83(1986)-  39 40 35.26632(N)    098 47 08.04710(W) AD(       ) 3
 KG0685  NAD 27      -  39 40 35.22600(N)    098 47 06.77000(W) AD(       ) 3
 KG0685
 KG0685.Superseded values are not recommended for survey control.
 KG0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0685.See file dsdata.txt to determine how the superseded data were derived.
 KG0685
 KG0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1839091871(NAD 83)
 KG0685_MARKER: DS = TRIANGULATION STATION DISK
 KG0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0685
 KG0685  HISTORY     - Date     Condition        Report By
 KG0685  HISTORY     - 1950     MONUMENTED       CGS
 KG0685  HISTORY     - 1961     SEE DESCRIPTION  CGS
 KG0685
 KG0685                          STATION DESCRIPTION
 KG0685
 KG0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0685'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH OF SMITH CENTER,
 KG0685'3.25 MILES EAST AND 2.25 MILES NORTH OF GAYLORD, IN THE SOUTHEAST
 KG0685'CORNER OF PASTURE.  IT IS 65.0 FEET WEST OF A TRIANGLE BLAZED
 KG0685'POWER LINE POLE, 34.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 KG0685'NO. 281, 26.0 FEET NORTH OF A FIELD ENTRANCE, 5.0 FEET WEST
 KG0685'OF A FENCE LINE AND 4.0 FEET SOUTHWEST OF A WITNESS POST.
 KG0685'IT IS STAMPED BANNER 1950 AND PROJECTS 3 INCHES.
 KG0685'
 KG0685'REFERENCE MARK NO. 1 IS 32.0 FEET WEST OF THE CENTER OF U.S.
 KG0685'HIGHWAY NO. 281 AND 3.0 FEET WEST OF A FENCE LINE.  IT IS STAMPED
 KG0685'BANNER NO 1 1950 AND PROJECTS 3 INCHES.
 KG0685'
 KG0685'REFERENCE MARK NO. 2 IS 22.0 FEET WEST OF TRAIL INTO PASTURE
 KG0685'AND 1.0 FOOT NORTH OF A OLD FENCE LINE.  IT IS STAMPED BANNER NO
 KG0685'2 1950 AND PROJECTS 3 INCHES.
 KG0685'
 KG0685'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 55.97 FEET.
 KG0685'
 KG0685'THE AZIMUTH MARK IS 56.0 FEET NORTH OF THE CENTER OF A DIRT
 KG0685'ROAD, 34.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 281,
 KG0685'7.5 FEET SOUTH OF A POWER LINE POLE NO. 135 AND 2.0 FEET
 KG0685'SOUTH OF A WITNESS POST.  IT IS STAMPED BANNER 1950 AND
 KG0685'PROJECTS 3 INCHES.
 KG0685'
 KG0685'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 36
 KG0685'AND U.S. HIGHWAY NO. 281 NEAR THE CENTER OF SMITH CENTER,
 KG0685'GO SOUTH ON U.S. HIGHWAY NO. 281 FOR 6.5 MILES TO THE AZIMUTH
 KG0685'MARK IN THE NORTHEAST ANGLE OF CROSSROADS AS DESCRIBED.
 KG0685'CONTINUE SOUTH ON U.S. HIGHWAY NO. 281 FOR 0.5 MILE TO THE
 KG0685'STATION ON THE RIGHT AS DESCRIBED.
 KG0685
 KG0685                          STATION RECOVERY (1961)
 KG0685
 KG0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KG0685'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KG0685'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S.
 KG0685'HIGHWAY 281 WILL DESTROY THE STATION AND REFERENCE MARKS.
 KG0685'THESE MARKS WERE ESTABLISHED ALONG THE EAST RIGHT-OF-WAY
 KG0685'WHICH OBSTRUCTED THE LINE OF SIGHT TO THE OLD AZIMUTH MARK, SO
 KG0685'A NEW AZIMUTH MARK WAS SET, ALSO.  THE AZIMUTH DIRECTION WAS
 KG0685'TRANSFERRED BY MEASURING THE ANGLE FROM THE OLD AZIMUTH MARK TO
 KG0685'THE NEW AZIMUTH MARK AT THIS STATION, THEN, OCCUPY THE NEW
 KG0685'AZIMUTH MARK AND MEASURE THE ANGLE BETWEEN THE OLD AND NEW
 KG0685'TRIANGULATION STATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0859 ***********************************************************************
 JG0859  DESIGNATION -  BANNER
 JG0859  PID         -  JG0859
 JG0859  STATE/COUNTY-  KS/RUSH
 JG0859  USGS QUAD   -  ASH VALLEY (1970)
 JG0859
 JG0859                         *CURRENT SURVEY CONTROL
 JG0859  ___________________________________________________________________
 JG0859* NAD 83(1997)-  38 21 52.37856(N)    099 12 33.39758(W)     ADJUSTED  
 JG0859* NAVD 88     -       660.     (meters)    2165.     (feet)  SCALED    
 JG0859  ___________________________________________________________________
 JG0859  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JG0859  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 JG0859
 JG0859  HORZ ORDER  -  SECOND
 JG0859
 JG0859.The horizontal coordinates were established by classical geodetic methods
 JG0859.and adjusted by the National Geodetic Survey in October 1998..
 JG0859
 JG0859.The orthometric height was scaled from a topographic map.
 JG0859
 JG0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0859
 JG0859.The geoid height was determined by GEOID03.
 JG0859
 JG0859;                    North         East     Units Scale Factor Converg.
 JG0859;SPC KS S     -   588,678.669   338,014.789   MT  0.99996627   -0 26 09.1
 JG0859;UTM  14      - 4,246,284.537   481,717.349   MT  0.99960412   -0 07 47.6
 JG0859
 JG0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0859!SPC KS S     -   0.99990047  x   0.99996627  =   0.99986675
 JG0859!UTM  14      -   0.99990047  x   0.99960412  =   0.99950463
 JG0859
 JG0859:                Primary Azimuth Mark                     Grid Az
 JG0859:SPC KS S     -  BANNER AZ MK                             092 06 48.1
 JG0859:UTM  14      -  BANNER AZ MK                             091 48 26.6
 JG0859
 JG0859|---------------------------------------------------------------------|
 JG0859| PID    Reference Object                     Distance      Geod. Az  |
 JG0859|                                                           dddmmss.s |
 JG0859| CK8872 BANNER AZ MK                                       0914039.0 |
 JG0859| CK8873 BANNER RM 1                          18.699 METERS 09721     |
 JG0859| CK8874 BANNER RM 2                          14.930 METERS 26357     |
 JG0859| JG0843 LA CROSSE MUNICIPAL TANK            APPROX.20.4 KM 3340255.5 |
 JG0859|---------------------------------------------------------------------|
 JG0859
 JG0859                          SUPERSEDED SURVEY CONTROL
 JG0859
 JG0859  NAD 83(1986)-  38 21 52.38632(N)    099 12 33.39678(W) AD(       ) 2
 JG0859  NAD 27      -  38 21 52.34300(N)    099 12 32.02900(W) AD(       ) 2
 JG0859
 JG0859.Superseded values are not recommended for survey control.
 JG0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0859.See file dsdata.txt to determine how the superseded data were derived.
 JG0859
 JG0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH8171746285(NAD 83)
 JG0859_MARKER: DS = TRIANGULATION STATION DISK
 JG0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0859
 JG0859  HISTORY     - Date     Condition        Report By
 JG0859  HISTORY     - 1953     MONUMENTED       CGS
 JG0859
 JG0859                          STATION DESCRIPTION
 JG0859
 JG0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0859'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF RUSH CENTER, 7-1/2
 JG0859'MILES SOUTH-SOUTHWEST OF TIMPKIN, 1 MILE NORTH OF THE RUSH-PAWNEE
 JG0859'COUNTY LINE, IN SEC. 28, T 19 S, R 17 W, IN THE APPROXIMATE CENTER
 JG0859'OF A FENCED LANE OWNED BY THE SELTMAN BROTHERS, 43 FEET NORTH
 JG0859'OF THE CENTER OF A GRAVELED ROAD, 8 FEET NORTHEAST OF A 4 X 4
 JG0859'INCH WHITE WITNESS POST, 6.4 FEET NORTH OF A STONE GATEPOST, AND
 JG0859'4 FEET SOUTH OF A STONE GATE POST.
 JG0859'
 JG0859'TO REACH THE STATION FROM THE POST OFFICE IN TIMPKIN, GO WEST
 JG0859'FOR 0.2 MILE TO A T-INTERSECTION, TURN LEFT AND GO SOUTH 0.5
 JG0859'MILE TO STATE HIGHWAY 96, CROSS THE HIGHWAY AND CONTINUE SOUTH ON
 JG0859'A GRAVELED ROAD FOR 7.0 MILES TO A CROSSROADS, TURN RIGHT AND GO
 JG0859'WEST 1.3 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST
 JG0859'0.4 MILE TO THE STATION ON THE RIGHT.
 JG0859'
 JG0859'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JG0859'BANNER 1953.
 JG0859'
 JG0859'REFERENCE MARK 1 IS 38 FEET NORTH OF THE CENTER OF THE ROAD, 6
 JG0859'FEET SOUTH OF THE CENTER OF THE LANE AND 1 FOOT NORTH OF THE
 JG0859'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BANNER
 JG0859'NO 1 1953.
 JG0859'
 JG0859'REFERENCE MARK 2 IS 39 FEET NORTH OF THE CENTER OF THE ROAD, 6
 JG0859'FEET SOUTH OF THE CENTER OF THE LANE AND 1 FOOT NORTH OF THE
 JG0859'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JG0859'BANNER NO 2 1953.
 JG0859'
 JG0859'THE AZIMUTH MARK IS 39 FEET NORTH OF THE CENTER OF THE ROAD, 29
 JG0859'FEET WEST OF A STONE FENCE CORNER POST, 3 FEET WEST OF A 4 X 4
 JG0859'INCH WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK
 JG0859'PROJECTS 8 INCHES AND THE DISK IS STAMPED BANNER 1953.
 JG0859'
 JG0859'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0686 ***********************************************************************
 KG0686  DESIGNATION -  BANNER 2
 KG0686  PID         -  KG0686
 KG0686  STATE/COUNTY-  KS/SMITH
 KG0686  USGS QUAD   -  GAYLORD (1973)
 KG0686
 KG0686                         *CURRENT SURVEY CONTROL
 KG0686  ___________________________________________________________________
 KG0686* NAD 83(1997)-  39 40 35.21795(N)    098 47 07.15466(W)     ADJUSTED  
 KG0686* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 KG0686  ___________________________________________________________________
 KG0686  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 KG0686  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 KG0686
 KG0686  HORZ ORDER  -  THIRD
 KG0686
 KG0686.The horizontal coordinates were established by classical geodetic methods
 KG0686.and adjusted by the National Geodetic Survey in October 1998..
 KG0686.No horizontal observational check was made to the station.
 KG0686
 KG0686.The orthometric height was scaled from a topographic map.
 KG0686
 KG0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0686
 KG0686.The geoid height was determined by GEOID03.
 KG0686
 KG0686;                    North         East     Units Scale Factor Converg.
 KG0686;SPC KS N     -   149,397.288   332,624.890   MT  0.99998441   -0 29 48.8
 KG0686;UTM  14      - 4,391,869.296   518,411.161   MT  0.99960417   +0 08 13.4
 KG0686
 KG0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0686!SPC KS N     -   0.99991682  x   0.99998441  =   0.99990124
 KG0686!UTM  14      -   0.99991682  x   0.99960417  =   0.99952103
 KG0686
 KG0686:                Primary Azimuth Mark                     Grid Az
 KG0686:SPC KS N     -  SMITH CENTER STANDPIPE                   004 19 23.3
 KG0686:UTM  14      -  SMITH CENTER STANDPIPE                   003 41 21.1
 KG0686
 KG0686|---------------------------------------------------------------------|
 KG0686| PID    Reference Object                     Distance      Geod. Az  |
 KG0686|                                                           dddmmss.s |
 KG0686| KG0695 SMITH CENTER STANDPIPE              APPROX.11.3 KM 0034934.5 |
 KG0686| CN7800 BANNER 2 AZ MK                                     1640354.1 |
 KG0686| CN7802 BANNER 2 RM 4                        19.004 METERS 18257     |
 KG0686| KG0685 BANNER                               21.266 METERS 27324     |
 KG0686| CN7801 BANNER 2 RM 3                        16.438 METERS 35707     |
 KG0686|---------------------------------------------------------------------|
 KG0686
 KG0686                          SUPERSEDED SURVEY CONTROL
 KG0686
 KG0686  NAD 83(1997)-  39 40 35.22386(N)    098 47 07.15657(W) AD(       ) 3
 KG0686  NAD 83(1986)-  39 40 35.22553(N)    098 47 07.15633(W) AD(       ) 3
 KG0686  NAD 27      -  39 40 35.18500(N)    098 47 05.87900(W) AD(       ) 3
 KG0686
 KG0686.Superseded values are not recommended for survey control.
 KG0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0686.See file dsdata.txt to determine how the superseded data were derived.
 KG0686
 KG0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1841191869(NAD 83)
 KG0686_MARKER: DS = TRIANGULATION STATION DISK
 KG0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0686
 KG0686  HISTORY     - Date     Condition        Report By
 KG0686  HISTORY     - 1961     MONUMENTED       CGS
 KG0686
 KG0686                          STATION DESCRIPTION
 KG0686
 KG0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KG0686'STATION IS LOCATED ABOUT 7 MILES SOUTH OF THE TOWN OF SMITH
 KG0686'CENTER, 4 MILES NORTHEAST OF GAYLORD, AND 2 AND 1/2 MILES
 KG0686'NORTH OF THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY
 KG0686'9, ON LINE WITH A HALF-SECTION LINE FENCE GOING EAST, 118
 KG0686'FEET EAST OF THE CENTER OF NEW U.S. HIGHWAY 281, 35 FEET
 KG0686'EAST OF THE CENTER OF OLD U.S. HIGHWAY 281, 24 FEET NORTH OF THE
 KG0686'CENTER OF FIELD ENTRANCE, 3 FEET NORTHEAST OF A POWER POLE, 2
 KG0686'FEET SOUTH OF A WHITE WITNESS POST, AND 1 FOOT WEST OF A NEW
 KG0686'STEEL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 KG0686'DISK IS STAMPED BANNER 2 1961.
 KG0686'
 KG0686'TO REACH THE STATION FROM THE RAILROAD CROSSING IN SMITH
 KG0686'CENTER, GO SOUTH ON U.S. HIGHWAY 281 FOR 6.8 MILES TO THE
 KG0686'TOP OF GRADE AND THE STATION AS DESCRIBED ON THE LEFT.
 KG0686'
 KG0686'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 56 FEET NORTH
 KG0686'OF A POWER POLE, AND 1 FOOT SOUTH OF A STEEL POST.  THIS
 KG0686'MARK ALONG THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 281 PROJECTS
 KG0686'8 INCHES AND THE DISK IS STAMPED BANNER 2 NO 3 1961.
 KG0686'
 KG0686'REFERENCE MARK NO. 4 IS SOUTH OF THE STATION, 116 FEET EAST
 KG0686'OF THE CENTERLINE OF NEW U.S. HIGHWAY 281, 61 FEET SOUTH OF
 KG0686'A POWER POLE, 38 FEET SOUTH OF THE CENTER OF FIELD ENTRANCE,
 KG0686'AND 1 FOOT NORTH OF STEEL POST.  THE MARK PROJECTS 6 INCHES
 KG0686'AND THE DISK IS STAMPED BANNER 2 NO 4 1961.
 KG0686'
 KG0686'AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHEAST OF THE STATION,
 KG0686'31 FEET SOUTH OF THE CENTER OF SECTIONLINE ROAD, 21 FEET
 KG0686'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A METAL SHED, 4
 KG0686'FEET WEST OF THE THIRD POWER POLE EAST OF US HIGHWAY 281,
 KG0686'AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND
 KG0686'THE DISK IS STAMPED BANNER 2 1961.
 KG0686'
 KG0686'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 KG0686'HIGHWAY 281 FOR 0.5 MILE TO CROSSROADS.  TURN LEFT AND GO
 KG0686'EAST ON SECTION-LINE ROAD FOR 0.1 MILE TO THE AZIMUTH MARK
 KG0686'ON THE RIGHT JUST EAST OF A GATE IN THE FENCE.
 KG0686'
 KG0686'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1205 ***********************************************************************
 HF1205  DESIGNATION -  BANNOM
 HF1205  PID         -  HF1205
 HF1205  STATE/COUNTY-  KS/BUTLER
 HF1205  USGS QUAD   -  DOUGLASS (1983)
 HF1205
 HF1205                         *CURRENT SURVEY CONTROL
 HF1205  ___________________________________________________________________
 HF1205* NAD 83(1997)-  37 31 09.70926(N)    097 05 45.75018(W)     ADJUSTED  
 HF1205* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 HF1205  ___________________________________________________________________
 HF1205  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 HF1205  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 HF1205
 HF1205  HORZ ORDER  -  FIRST
 HF1205
 HF1205.The horizontal coordinates were established by classical geodetic methods
 HF1205.and adjusted by the National Geodetic Survey in October 1998..
 HF1205
 HF1205.The orthometric height was scaled from a topographic map.
 HF1205
 HF1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1205
 HF1205.The geoid height was determined by GEOID03.
 HF1205
 HF1205;                    North         East     Units Scale Factor Converg.
 HF1205;SPC KS S     -   495,570.725   524,103.906   MT  0.99995993   +0 51 46.0
 HF1205;UTM  14      - 4,154,192.561   668,255.619   MT  0.99994872   +1 09 35.4
 HF1205
 HF1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1205!SPC KS S     -   0.99994144  x   0.99995993  =   0.99990137
 HF1205!UTM  14      -   0.99994144  x   0.99994872  =   0.99989016
 HF1205
 HF1205:                Primary Azimuth Mark                     Grid Az
 HF1205:SPC KS S     -  AMARILLO KANSAS CITY AWY BN 31           001 38 57.1
 HF1205:UTM  14      -  AMARILLO KANSAS CITY AWY BN 31           001 21 07.7
 HF1205
 HF1205|---------------------------------------------------------------------|
 HF1205| PID    Reference Object                     Distance      Geod. Az  |
 HF1205|                                                           dddmmss.s |
 HF1205| HF1203 AMARILLO KANSAS CITY AWY BN 31      APPROX.30.7 KM 0023043.1 |
 HF1205| AI1218 BANNOM RM 1                          29.400 METERS 04137     |
 HF1205| HF1206 DOUGLASS TANK                       APPROX. 7.1 KM 0865102.3 |
 HF1205| AI1220 BANNOM AZ MK                                       0881205.2 |
 HF1205| HF1280 UDALL COOP GRAIN ELEVATOR           APPROX.14.9 KM 1863747.1 |
 HF1205| HF1283 UDALL MUNICIPAL TANK                APPROX.14.5 KM 1880631.2 |
 HF1205| HF1297 MULVANE MUNICIPAL TANK              APPROX.13.6 KM 2485851.2 |
 HF1205| HF1365 AMARILLO KANSAS CITY AWY BN 27      APPROX.43.9 KM 2592406.1 |
 HF1205| AI1219 BANNOM RM 2                          32.837 METERS 31125     |
 HF1205|---------------------------------------------------------------------|
 HF1205
 HF1205                          SUPERSEDED SURVEY CONTROL
 HF1205
 HF1205  NAD 83(1997)-  37 31 09.71364(N)    097 05 45.74297(W) AD(       ) 1
 HF1205  NAD 83(1986)-  37 31 09.72106(N)    097 05 45.74339(W) AD(       ) 1
 HF1205  NAD 27      -  37 31 09.65132(N)    097 05 44.60055(W) AD(       ) 1
 HF1205
 HF1205.Superseded values are not recommended for survey control.
 HF1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1205.See file dsdata.txt to determine how the superseded data were derived.
 HF1205
 HF1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6825654193(NAD 83)
 HF1205_MARKER: DS = TRIANGULATION STATION DISK
 HF1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1205_STAMPING: BANNOM 1940
 HF1205_MARK LOGO: CGS   
 HF1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1205+STABILITY: SURFACE MOTION
 HF1205
 HF1205  HISTORY     - Date     Condition        Report By
 HF1205  HISTORY     - 1940     MONUMENTED       CGS
 HF1205  HISTORY     - 1957     GOOD             CGS
 HF1205  HISTORY     - 19820623 GOOD             NGS
 HF1205  HISTORY     - 20060623 GOOD             INDIV
 HF1205  HISTORY     - 20060915 GOOD             INDIV
 HF1205
 HF1205                          STATION DESCRIPTION
 HF1205
 HF1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1205'STATION IS 3-1/2 MILES SE OF ROSE HILL, 4-3/4 MILES W OF DOUGLAS
 HF1205'ON PROPERTY OF MR. BANNOM IN THE NW 1/4 OF SECTION 22, T 29
 HF1205'S, R 3 E.  STATION MARK IS 0.15 MILE E OF NEAREST CROSSROADS,
 HF1205'37 FEET S OF CENTER LINE OF THE ROAD, IN E-W FENCE LINE ON
 HF1205'THE EDGE OF A CULTIVATED FIELD, 3 FEET E OF WHITE REFERENCE
 HF1205'POST, STAMPED BANNOM 1940, AND PROJECTS 4 INCHES.
 HF1205'
 HF1205'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1205'BRONZE DISKS SET IN CONCRETE.
 HF1205'
 HF1205'REFERENCE MARK NO. 1 IS NE OF STATION ACROSS ROAD, 35 FEET
 HF1205'N OF CENTER LINE OF ROAD, 6 INCHES S OF RIGHT-OF-WAY FENCE LINE,
 HF1205'STAMPED BANNOM NO. 1 1940, AND PROJECTS 8 INCHES.
 HF1205'
 HF1205'REFERENCE MARK NO. 2 IS NW OF STATION ACROSS ROAD, 35 FEET N
 HF1205'OF CENTER LINE OF THE ROAD, 6 INCHES S OF THE RIGHT-OF-WAY
 HF1205'FENCE, STAMPED BANNOM NO. 2 1940, AND PROJECTS 6 INCHES.
 HF1205'
 HF1205'AZIMUTH MARK IS IN NE ANGLE OF CROSSROADS INTERSECTION, 18 INCHES
 HF1205'SW OF FENCE LINE, 2-1/2 FEET S BY E OF WHITE REFERENCE POST,
 HF1205'69 FEET SE OF FENCE CORNER, 79 FEET E OF CENTER LINE OF N-S
 HF1205'ROAD, 76 FEET N OF CENTER LINE OF E-W ROAD, 50 FEET NE OF
 HF1205'CENTER LINE OF INTERSECTION CURVE, IS STAMPED BANNOM 1940, AND
 HF1205'PROJECTS 8 INCHES.
 HF1205'
 HF1205'STATION IS REACHED FROM DOUGLAS (RAILROAD DEPOT) BY GOING W
 HF1205'ON GRAVEL ROAD FOR 4.0 MILES TO SECTION LINE CROSSROADS,
 HF1205'(AZIMUTH MARK IS IN NE ANGLE OF THIS CROSSROADS), CONTINUE
 HF1205'W FOR 0.85 MILE TO STATION ON S SIDE OF ROAD.
 HF1205'
 HF1205'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HF1205
 HF1205                          STATION RECOVERY (1957)
 HF1205
 HF1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1205'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HF1205'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 HF1205'
 HF1205'THE STATION IS LOCATED AIRLINE, ABOUT 3-1/2 MILES SOUTHEAST
 HF1205'OF ROSE HILL, AND ABOUT 4-3/4 MILES WEST OF DOUGLASS ON PROPERTY
 HF1205'OWNED BY MR. EUGENE BANNOM.
 HF1205'
 HF1205'THE STATION IS A STANDARD DISK STAMPED BANNOM 1940 SET IN
 HF1205'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1205'ABOUT 1 INCH ABOVE THE GROUND.  IT IS 38 FEET SOUTH OF THE
 HF1205'CENTER LINE OF THE ROAD AND 3 FEET EAST OF A WHITE WITNESS
 HF1205'POST.
 HF1205'
 HF1205'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BANNOM
 HF1205'NO 1 1940 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HF1205'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 HF1205'ELEVATION AS THE STATION.  IT IS 36 FEET NORTH OF THE CENTER
 HF1205'LINE OF THE ROAD AND 6 INCHES SOUTH OF AN EAST-WEST FENCE
 HF1205'LINE.
 HF1205'
 HF1205'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BANNOM
 HF1205'NO 2 1940 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HF1205'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 HF1205'ELEVATION AS THE STATION.  IT IS 36 FEET NORTH OF THE CENTER
 HF1205'LINE OF THE ROAD AND 6 INCHES SOUTH OF AN EAST-WEST FENCE LINE.
 HF1205'
 HF1205'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BANNOM 1940 SET
 HF1205'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1205'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS IN THE NORTHEAST ANGLE
 HF1205'OF THE CROSS-ROADS, 99 FEET NORTHEAST OF THE CENTER LINE OF THE
 HF1205'CROSS-ROADS, AND 18 INCHES SOUTHWEST OF A NORTHWEST-SOUTHEAST
 HF1205'FENCE LINE.
 HF1205'
 HF1205'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 HF1205'FARM ROAD FOR 0.85 MILE TO A CROSS-ROAD AND THE AZIMUTH MARK
 HF1205'IN THE NORTHEAST ANGLE.
 HF1205'
 HF1205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15
 HF1205'AND 55 AT THE NORTHEAST EDGE OF UDALL, GO NORTHWESTERLY ON
 HF1205'STATE HIGHWAY 15 FOR 1.7 MILES TO A DIAGONAL CROSS-ROAD, TURN
 HF1205'RIGHT AND GO NORTH ON THE HARD SURFACED ROAD FOR 4.4 MILES TO
 HF1205'A CROSS-ROAD AT THE COWLEY-BUTLER COUNTY LINE.  CONTINUE NORTH,
 HF1205'STRAIGHT AHEAD FOR 3.0 MILES TO A CROSS-ROAD, TURN RIGHT AND
 HF1205'GO EAST FOR 2.0 MILES TO A CROSS-ROAD, CONTINUE STRAIGHT,
 HF1205'EAST FOR 0.15 MILE TO THE TOP OF A SLIGHT RISE, A WHITE
 HF1205'WITNESS POST ON THE RIGHT, SOUTH SIDE AND THE STATION.
 HF1205
 HF1205                          STATION RECOVERY (1982)
 HF1205
 HF1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HF1205'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HF1205'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER GOOD
 HF1205'VISIBLE, THEREFORE, AN AZIMUTH MARK 2 WAS ESTABLISHED.  THE DISTANCE
 HF1205'TO THE REFERENCE MARKS AGREED FAVORABLY WITH 1957 DATA AS DID THE
 HF1205'DIRECTION TO REFERENCE MARK 1.  THE DIRECTION TO REFERRENCE MARK 2 WAS
 HF1205'5 MINUTES LARGER.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS
 HF1205'LOCATED ABOUT 7.24 KM (4.50 MI) WEST OF DOUGLAS, 5.6 KM (3.45 MI)
 HF1205'SOUTHEAST OF ROSE HILL AND ON THE SOUTH RIGHT-OF-WAY OF A PAVED COUNTY
 HF1205'ROAD.  TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS, GO NORTH
 HF1205'ON FOREST STREET FOR 0.32 KM (0.20 MI) TO FIRST STREET.  TURN LEFT AND
 HF1205'GO WEST ON FIRST STREET AND A PAVED ROAD FOR 7.08 KM (4.40 MI) TO THE
 HF1205'STATION ON THE LEFT, AT A DRIVEWAY TO A RED, BRICK HOUSE.  THE STATION
 HF1205'IS A STANDARD CGS DISK STAMPED---BANNOM 1940---, SET INTO THE TOP OF A
 HF1205'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, RECESSED 1 INCH
 HF1205'(2 CM) BELOW THE GROUND. THE STATION IS LOCATED 11.0 METERS (36.1 FT)
 HF1205'SOUTH FROM THE CENTERLINE OF THE PAVED ROAD, 9.1 METERS (29.9 FT) WEST
 HF1205'FROM THE CENTERLINE OF THE DRIVEWAY, 0.46 METERS (1.51 FT) EAST FROM A
 HF1205'WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 HF1205'STAMPED---BANNOM NO 1 1940---, SET INTO THE TOP OF A SQUARE CONCRETE
 HF1205'MONUMENT, 12 INCHES (30 CM) ON SIDE, FLUSH WITH THE GROUND. THE
 HF1205'STATION IS LOCATED 11.0 METERS (36.1 FT) NORTH FROM THE CENTERLINE OF
 HF1205'THE PAVED ROAD, 9.0 METERS (29.5 FT) EAST FROM THE EXTENDED CENTERLINE
 HF1205'OF THE DRIVEWAY, 0.30 METERS (0.98 FT) WEST FROM A WITNESS POST, 0.15
 HF1205'METERS (0.49 FT) SOUTH FROM A FENCE.  REFERENCE MARK NO 2 IS A
 HF1205'STANDARD CGS DISK STAMPED---BANNOM NO 2 1940---, SET INTO THE TOP OF A
 HF1205'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, FLUSH WITH THE
 HF1205'GROUND.  THE STATION IS LOCATED 35.2 METERS (115.5 FT) WEST FROM THE
 HF1205'EXTENDED CENTERLINE OF THE DRIVEWAY, 11.0 METERS (36.1 FT) NORTH FROM
 HF1205'THE CENTERLINE OF THE ROAD, 0.30 METERS (0.98 FT) EAST FROM A WITNESS
 HF1205'POST, 0.15 METERS (0.49 FT) SOUTH FROM A FENCE.  AZIMUTH MARK NO 1 IS
 HF1205'A STANDARD CGS DISK STAMPED---BANNOM 1940---, SET INTO THE TOP OF A
 HF1205'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 12
 HF1205'INCHES (30 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 30.2 M (99.1
 HF1205'FT) NORTHEAST FROM THE CENTER OF THE ROAD INTERSECTION.  TO REACH THE
 HF1205'AZIMUTH MARK FROM THE STATION GO EAST ON THE PAVED ROAD FOR 1.37 KM
 HF1205'(0.85 MI) TO AN INTERSECTION WITH A GRAVELED ROAD AND THE MARK IN A
 HF1205'GARDEN PLOT IN THE NORTHEAST ANGLE OF THE INTERSECTION. AZIMUTH MARK
 HF1205'NO 2 IS A STANDARD NGS DISK, STAMPED---BANNOM 1940 RM 2 1982---, SET
 HF1205'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 3 INCHES.
 HF1205'IT IS 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF A GRAVELED ROAD, 5.97
 HF1205'M (19.59 FT) SOUTH OF A POWERLINE POLE AND 0.30 M (0.98 FT) NORTH OF A
 HF1205'WITNESS POST.  THIS MARK ALSO HAS AN UNDERGROUND MARK 0.91 M (2.99 FT)
 HF1205'BELOW THE GROUND SURFACE.  TO REACH AZIMUTH MARK NO 2 FROM THE
 HF1205'STATION, GO WEST ON THE PAVED ROAD FOR 0.24 KM (0.15 MI) TO A
 HF1205'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.72 KM
 HF1205'(0.45 MI) TO THE MARK ON THE LEFT.
 HF1205
 HF1205                          STATION RECOVERY (2006)
 HF1205
 HF1205'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HF1205'MAIN DISK, BOTH REFERENCE DISKS AND THE AZIMUTH DISK ALL RECOVERED IN
 HF1205'GOOD CONDITION.
 HF1205
 HF1205                          STATION RECOVERY (2006)
 HF1205
 HF1205'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF1205'AZIMUTH MARK NUMBER TWO FOUND IN GOOD CONDITION AT LOCATION DESCRIBED
 HF1205'IN 1982 UPDATE.  LOCATION IS JUST N OF THE T-INTERSECTION OF SW
 HF1205'MEADOWLARK ROAD (N-S GRAVEL ROAD) AND SW 206TH STREET (E-W GRAVEL
 HF1205'ROAD).  (BUTLER COUNTY ROAD NAMES USED IN THIS SUBMISSION.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0758 ***********************************************************************
 KH0758  DESIGNATION -  BAPTIST CH 2 MI SW OF SAMPLE
 KH0758  PID         -  KH0758
 KH0758  STATE/COUNTY-  KS/SHERIDAN
 KH0758  USGS QUAD   -  QUINTER NW (1979)
 KH0758
 KH0758                         *CURRENT SURVEY CONTROL
 KH0758  ___________________________________________________________________
 KH0758* NAD 83(1997)-  39 13 59.95117(N)    100 12 17.07817(W)     ADJUSTED  
 KH0758* NAVD 88     -                                                        
 KH0758  ___________________________________________________________________
 KH0758  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 KH0758  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 KH0758
 KH0758  HORZ ORDER  -  THIRD
 KH0758
 KH0758.The horizontal coordinates were established by classical geodetic methods
 KH0758.and adjusted by the National Geodetic Survey in October 1998..
 KH0758
 KH0758
 KH0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0758
 KH0758.The geoid height was determined by GEOID03.
 KH0758
 KH0758;                    North         East     Units Scale Factor Converg.
 KH0758;SPC KS N     -   102,225.846   209,666.812   MT  0.99995690   -1 23 41.9
 KH0758;UTM  14      - 4,343,360.313   396,021.042   MT  0.99973312   -0 45 43.4
 KH0758
 KH0758                          SUPERSEDED SURVEY CONTROL
 KH0758
 KH0758  NAD 83(1986)-  39 13 59.95578(N)    100 12 17.07961(W) AD(       ) 4
 KH0758  NAD 27      -  39 13 59.94000(N)    100 12 15.59000(W) AD(       ) 3
 KH0758
 KH0758.Superseded values are not recommended for survey control.
 KH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0758.See file dsdata.txt to determine how the superseded data were derived.
 KH0758
 KH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ9602143360(NAD 83)
 KH0758_MARKER: 90 = CHURCH SPIRE
 KH0758
 KH0758  HISTORY     - Date     Condition        Report By
 KH0758  HISTORY     - 1934     FIRST OBSERVED   CGS
 KH0758
 KH0758                          STATION DESCRIPTION
 KH0758
 KH0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0758'POINT OBSERVED UPON WAS TIP OF SPIRE ON BRICK BAPTIST CHURCH
 KH0758'IN THE LOCALITY OF COLLYER, ABOUT 2.0 MILES SOUTHWEST OF
 KH0758'TRIANGULATION STATION SAMPLE, APPROXIMATELY 40 FEET HIGH.
 KH0758'
 KH0758'OBJECT WAS OBSERVED FROM SAMPLE AND BAKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1916 ***********************************************************************
 JE1916  DESIGNATION -  BAR
 JE1916  PID         -  JE1916
 JE1916  STATE/COUNTY-  KS/LINN
 JE1916  USGS QUAD   -  BOICOURT (1973)
 JE1916
 JE1916                         *CURRENT SURVEY CONTROL
 JE1916  ___________________________________________________________________
 JE1916* NAD 83(1997)-  38 15 41.24995(N)    094 40 39.73074(W)     ADJUSTED  
 JE1916* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 JE1916  ___________________________________________________________________
 JE1916  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 JE1916  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE1916
 JE1916  HORZ ORDER  -  THIRD
 JE1916
 JE1916.The horizontal coordinates were established by classical geodetic methods
 JE1916.and adjusted by the National Geodetic Survey in October 1998..
 JE1916
 JE1916.The orthometric height was scaled from a topographic map.
 JE1916
 JE1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1916
 JE1916.The geoid height was determined by GEOID03.
 JE1916
 JE1916;                    North         East     Units Scale Factor Converg.
 JE1916;SPC KS S     -   583,855.851   734,417.184   MT  0.99995388   +2 20 56.1
 JE1916;UTM  15      - 4,236,155.958   353,221.723   MT  0.99986533   -1 02 20.8
 JE1916
 JE1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1916!SPC KS S     -   0.99996436  x   0.99995388  =   0.99991825
 JE1916!UTM  15      -   0.99996436  x   0.99986533  =   0.99982970
 JE1916
 JE1916|---------------------------------------------------------------------|
 JE1916| PID    Reference Object                     Distance      Geod. Az  |
 JE1916|                                                           dddmmss.s |
 JE1916| AI1351 BAR RM 1                              8.430 METERS 23352     |
 JE1916| AI1352 BAR RM 2                              9.132 METERS 33432     |
 JE1916| AI1353 BAR AZ MK                                          3502038.9 |
 JE1916| AI1354 BAR AZ MK 2                                        35220     |
 JE1916|---------------------------------------------------------------------|
 JE1916
 JE1916                          SUPERSEDED SURVEY CONTROL
 JE1916
 JE1916  NAD 83(1986)-  38 15 41.25761(N)    094 40 39.72802(W) AD(       ) 3
 JE1916  NAD 27      -  38 15 41.17100(N)    094 40 38.89000(W) AD(       ) 3
 JE1916
 JE1916.Superseded values are not recommended for survey control.
 JE1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1916.See file dsdata.txt to determine how the superseded data were derived.
 JE1916
 JE1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC5322236156(NAD 83)
 JE1916_MARKER: DS = TRIANGULATION STATION DISK
 JE1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1916_STAMPING: BAR 1948
 JE1916_MARK LOGO: CGS   
 JE1916_PROJECTION: PROJECTING 10 CENTIMETERS
 JE1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1916+STABILITY: SURFACE MOTION
 JE1916
 JE1916  HISTORY     - Date     Condition        Report By
 JE1916  HISTORY     - 1948     MONUMENTED       CGS
 JE1916  HISTORY     - 1969     GOOD             CGS
 JE1916  HISTORY     - 19830519 GOOD             NGS
 JE1916  HISTORY     - 19850411 GOOD             NGS
 JE1916
 JE1916                          STATION DESCRIPTION
 JE1916
 JE1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1916'THE STATION IS LOCATED 6 MILES NORTH AND 2 MILES EAST OF
 JE1916'PLEASANTON, 5 FEET WEST OF A FENCE, 5.3 FEET WEST OF A WITNESS
 JE1916'POST, 42 FEET WEST OF U.S. HIGHWAY 69 AND UP ON A BANK ABOVE THE
 JE1916'ROAD.  THE DISK IS STAMPED BAR 1948 AND PROJECTS 3 INCHES.
 JE1916'
 JE1916'REFERENCE MARK NO. 1 IS 32 FEET WEST OF A WOVEN WIRE FENCE, 70
 JE1916'FEET WEST OF THE HIGHWAY AND 4 FEET HIGHER THAN THE STATION.  THE
 JE1916'DISK IS STAMPED BAR NO 1 1948 AND IT PROJECTS 4 INCHES.
 JE1916'
 JE1916'REFERENCE MARK NO. 2 IS 0.6 FEET WEST OF A WOVEN WIRE FENCE AND
 JE1916'37 FEET WEST OF THE HIGHWAY.  THE DISK IS STAMPED BAR NO 2 1948
 JE1916'AND IT PROJECTS 4 INCHES.
 JE1916'
 JE1916'THE AZIMUTH MARK IS 1 FOOT EAST OF A WIRE FENCE, 2 FEET SOUTH
 JE1916'OF A WITNESS POST, 5 FEET NORTHWEST OF A TELEPHONE POLE, 30.6 FEET
 JE1916'WEST OF THE CENTER OF U.S. HIGHWAY 69 AND IT IS 0.3 MILE NORTH OF
 JE1916'THE STATION.  THE DISK IS STAMPED BAR 1948 AND PROJECTS 4 INCHES.
 JE1916'
 JE1916'TO REACH FROM THE MAIN INTERSECTION IN THE TOWN OF PLEASANTON, GO
 JE1916'NORTH ON U.S. HIGHWAY 69 FOR 6.2 MILES TO THE JUNCTION OF HIGHWAY
 JE1916'69 AND KANSAS STATE HIGHWAY 52 AT THE PORT OF ENTRY, CONTINUE
 JE1916'ON HIGHWAY 69 FOR 0.3 MILE TO THE STATION ON THE LEFT.  TO
 JE1916'REACH THE AZIMUTH MARK CONTINUE PAST THE STATION FOR 0.3 MILE.
 JE1916'
 JE1916'A 74 FOOT SIGNAL AT LINCOLN IS VISIBLE AT 4 FEET.
 JE1916'
 JE1916'A 74 FOOT SIGNAL AT FERGUSON IS VISIBLE AT 4 FEET.
 JE1916
 JE1916                          STATION RECOVERY (1969)
 JE1916
 JE1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JE1916'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JE1916'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 JE1916'THE AZIMUTH MARK WAS DESTROYED BY ROAD CONSTRUCTION.  A NEW AZIMUTH
 JE1916'MARK WAS SET AND THE AZIMUTH DETERMINED BY A POLARIS OBSERVATION.
 JE1916'THE DISTANCE AND DIRECTION TO THE REFERENCE MARK WERE CHECKED.
 JE1916'
 JE1916'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK.
 JE1916'
 JE1916'AZIMUTH MARK, A STANDARD DISK STAMPED BAR 1948 1969, IS SET IN
 JE1916'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 JE1916'45 FEET WEST OF THE CENTER OF U.S.HIGHWAY 69, 11 FEET
 JE1916'WEST-NORTHWEST OF A CORNER FENCE POST, 5 FEET SOUTH OF A FENCE, 2
 JE1916'FEET SOUTH OF A POWER-LINE POLE USED FOR AN ANCHOR, AND 1 FOOT
 JE1916'WEST OF A METAL WITNESS POST.
 JE1916'
 JE1916'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 JE1916'HIGHWAY 69 FOR 0.45 MILE TO THE SOUTH END OF A GROVE OF TREES AND
 JE1916'THE MARK ON THE LEFT.
 JE1916'
 JE1916'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES
 JE1916'NORTH AND 2 MILES EAST OF PLEASANTON.
 JE1916
 JE1916                          STATION RECOVERY (1983)
 JE1916
 JE1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JE1916'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE 1969 AZIMUTH
 JE1916'MARK WERE COVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 JE1916'REFERENCE MARK 2 AGREED WITH 1969 DATA WHILE THE DISTANCE TO REFERENCE
 JE1916'MARK 1 WAS 0.023 METER (0.075 FT) SHORTER AND THE DIRECTION WAS WITHIN
 JE1916'LIMITS.  THE MARKS ARE IN A WOODED AREA AND PROBABLY HAVE NOT BEEN
 JE1916'DISTURBED.  REFERENCE MARK 1 IS CONSIDERABLY HIGHER THAN THE STATION.
 JE1916'A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 10 KM (6.20
 JE1916'MI) NORTH-NORTHEAST OF PLEASANTON, 0.40 KM (0.25 MI) NORTHWEST OF THE
 JE1916'JUNCTION OF U.S HIGHWAY 69 AND STATE HIGHWAY 52, 0.40 KM (0.25 MI)
 JE1916'SOUTHEAST OF THE MARALS DE CYGNE HEADQUARTERS, AREA B OF THE KANSAS
 JE1916'FISH AND GAME COMMISSION, BUILDINGS, ON THE NORTHEAST SLOPE OF A
 JE1916'DENSLEY WOODED HILL AND ON THE RIGHT-OF-WAY OF U.S HIGHWAY 69.  TO
 JE1916'REACH THE STATION FROM THE POST OFFICE IN PLEASANTON, GO NORTH ON U.S
 JE1916'HIGHWAY 69 FOR 10.7 KM (6.65 MI) TO THE STATE HIGHWAY 52.  CONTINUE
 JE1916'NORTH ON U.S HIGHWAY 69 FOR 0.40 KM (0.25 MI) TO THE STATION ON THE
 JE1916'LEFT, AT A SIDE ROAD ON THE LEFT WHICH LEADS TO THE FISH AND GAME
 JE1916'HEADQUARTERS BUILDINGS.  THE STATION IS A STANDARD CGS DISK
 JE1916'STAMPED,---BAR 1948---, SET INTO THE TOP OF A SQUARE CONCRETE
 JE1916'MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 4 INCHES (10 CM) ABOVE
 JE1916'THE GROUND.  THE STATION IS LOCATED 35.0 METERS (114.8 FT) SOUTH
 JE1916'SOUTHEAST FROM THE CENTERLINE OF A ROAD LEADING TO THE HEADQUARTERS,
 JE1916'30.5 METERS (100.1 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY,
 JE1916'38.50 METERS (126.31 FT) NORTHWEST FROM A POWERLINE POLE, 0.3
 JE1916'NORTHWEST FROM A WITNESS POST.  REFERENCE MARK 1, IS A STANDARD CGS
 JE1916'DISK STAMPED,---BAR NO 1 1948---, SET INTO THE TOP OF A SQUARE
 JE1916'CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 4 INCHES (10
 JE1916'CM) ABOVE THE GROUND. THE STATION IS LOCATED 39.0 METERS (128.0 FT)
 JE1916'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 38.1 METERS (125.0 FT)
 JE1916'NORTHWEST FROM THE POWERLINE POLE.  REFERENCE MARK 2, IS A STANDARD
 JE1916'CGS DISK STAMPED,---BAR NO 2 1948---, SET INTO THE TOP OF A SQUARE
 JE1916'CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 4 INCHES, (10
 JE1916'CM) ABOVE THE GROUND.  THE STATION IS LOCATED 30.5 METERS (100.1 FT)
 JE1916'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 47.6 METERS (156.2 FT)
 JE1916'NORTHWEST FROM THE POWERLINE POLE.  AZIMUTH MARK 2, IS A STANDARD CGS
 JE1916'DISK STAMPED,---BAR 1948 1964---, SET INTO THE TOP OF A ROUND CONCRETE
 JE1916'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM)
 JE1916'ABOVE THE GROUND.  THE STATION IS LOCATED 13.7 METERS (44.9 FT) WEST
 JE1916'FROM THE CENTERLINE OF THE HIGHWAY, 1.83 METERS (6.00 FT) SOUTHWEST
 JE1916'FROM A BRACED POWERLINE GUY POLE, 0.48 METES WEST FROM A WITNESS POST,
 JE1916'2.40 METERS (7.87 FT) NORTHWEST FROM A KANSAS FISH AND GAME COMMISSION
 JE1916'NO HUNTING SIGN.  TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH
 JE1916'ON THE HIGHWAY FOR 0.62 KM (0.40 MI) TO THE MARK ON THE LEFT AT
 JE1916'MILEPOST 97.
 JE1916
 JE1916                          STATION RECOVERY (1985)
 JE1916
 JE1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 JE1916'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND BAR AZ MK 2 WERE
 JE1916'ALL RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1983.  THE
 JE1916'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AGREED WITH 1983 DATA.
 JE1916'THE AZIMUTH MARK WAS IN A ROAD CONSTRUCTION AREA FOR THE HIGHWAY,
 JE1916'THEREFORE AN AZIMUTH MARK 3 WAS ESTABLISHED THIS DATE AND THE AZIMUTH
 JE1916'MARK 2 DESTROYED.  SINCE CHECKS WERE OBTAINED, THE UNDERGROUND MARK
 JE1916'WAS NOT INSPECTED.  THE 1983 RECOVERY NOTE IS ADEQUATE FOUR RECOVERY
 JE1916'PURPOSES.  A DESCRIPTION FOR THE NEW AZIMUTH MARK FOLLOWS.  AZIMUTH
 JE1916'MARK 3 IS A STANDARD NGS DISK STAMPED---BAR 1948 NO 3 1985---,
 JE1916'CEMENTED INTO A DRILL HOLE IS THE SOUTH END OF THE WEST HEADWALL OF A
 JE1916'LARGE CONCRETE BOX CULVERT UNDER THE HIGHWAY.  THE STATION IS LOCATED
 JE1916'12.80 METERS (41.99 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 0.15
 JE1916'METERS (0.49 FT) NORTH FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK
 JE1916'FROM THE STATION, GO NORTH ON THE HIGHWAY FOR 0.89 KM (0.55 MI) TO THE
 JE1916'MARK ON THE LEFT, AT HIGHWAY STATION 686+86.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1816 ***********************************************************************
 JE1816  DESIGNATION -  BARCLAY
 JE1816  PID         -  JE1816
 JE1816  STATE/COUNTY-  KS/OSAGE
 JE1816  USGS QUAD   -  OSAGE CITY SE (1971)
 JE1816
 JE1816                         *CURRENT SURVEY CONTROL
 JE1816  ___________________________________________________________________
 JE1816* NAD 83(1997)-  38 34 15.27692(N)    095 52 28.40894(W)     ADJUSTED  
 JE1816* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 JE1816  ___________________________________________________________________
 JE1816  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 JE1816  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JE1816
 JE1816  HORZ ORDER  -  FIRST
 JE1816
 JE1816.The horizontal coordinates were established by classical geodetic methods
 JE1816.and adjusted by the National Geodetic Survey in October 1998..
 JE1816
 JE1816.The orthometric height was scaled from a topographic map.
 JE1816
 JE1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1816
 JE1816.The geoid height was determined by GEOID03.
 JE1816
 JE1816;                    North         East     Units Scale Factor Converg.
 JE1816;SPC KS S     -   614,570.839   628,769.810   MT  1.00000084   +1 36 48.3
 JE1816;UTM  15      - 4,273,080.456   249,566.976   MT  1.00037241   -1 47 35.4
 JE1816
 JE1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1816!SPC KS S     -   0.99994476  x   1.00000084  =   0.99994560
 JE1816!UTM  15      -   0.99994476  x   1.00037241  =   1.00031714
 JE1816
 JE1816:                Primary Azimuth Mark                     Grid Az
 JE1816:SPC KS S     -  BURLINGAME MUNICIPAL TANK                007 45 09.0
 JE1816:UTM  15      -  BURLINGAME MUNICIPAL TANK                011 09 32.7
 JE1816
 JE1816|---------------------------------------------------------------------|
 JE1816| PID    Reference Object                     Distance      Geod. Az  |
 JE1816|                                                           dddmmss.s |
 JE1816| JE1810 BURLINGAME MUNICIPAL TANK           APPROX.19.8 KM 0092157.3 |
 JE1816| JE1811 OSAGE CITY RADIO KAF 981 MAST       APPROX. 8.5 KM 0280404.7 |
 JE1816| JE1812 OSAGE CITY MUNICIPAL TANK           APPROX. 8.0 KM 0303028.7 |
 JE1816| JE1813 OSAGE CITY ST PATRICKS CATH CH      APPROX. 8.0 KM 0315323.9 |
 JE1816| JE1673 AMARILLO KANSAS CITY AWY BN 41      APPROX.37.0 KM 0795044.1 |
 JE1816| CL4239 BARCLAY AZ MK                                      0800617.8 |
 JE1816| JE1751 AMARILLO KANSAS CITY AWY BN 39      APPROX.16.8 KM 1544715.6 |
 JE1816| JE1752 LEBO GRANGE COOP GRAIN ELEV         APPROX.17.5 KM 1754847.7 |
 JE1816| JE1818 READING MUNICIPAL TANK              APPROX. 9.2 KM 2321601.7 |
 JE1816| CL4242 BARCLAY RM 3                        117.089 METERS 28631     |
 JE1816| CL4240 BARCLAY RM 1                        116.934 METERS 28632     |
 JE1816| CL4241 BARCLAY RM 2                         91.775 METERS 35940     |
 JE1816|---------------------------------------------------------------------|
 JE1816
 JE1816                          SUPERSEDED SURVEY CONTROL
 JE1816
 JE1816  NAD 83(1986)-  38 34 15.28298(N)    095 52 28.40959(W) AD(       ) 1
 JE1816  NAD 27      -  38 34 15.24248(N)    095 52 27.45100(W) AD(       ) 1
 JE1816
 JE1816.Superseded values are not recommended for survey control.
 JE1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1816.See file dsdata.txt to determine how the superseded data were derived.
 JE1816
 JE1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC4956773080(NAD 83)
 JE1816_MARKER: DS = TRIANGULATION STATION DISK
 JE1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1816
 JE1816  HISTORY     - Date     Condition        Report By
 JE1816  HISTORY     - 1934     MONUMENTED       CGS
 JE1816  HISTORY     - 1956     GOOD             CGS
 JE1816  HISTORY     - 1958     GOOD             CGS
 JE1816
 JE1816                          STATION DESCRIPTION
 JE1816
 JE1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JE1816'STATION IS ABOUT 5 MILES SW OF OSAGE CITY, AND 1/2 MILE SE OF
 JE1816'BARCLAY, IN SW 1/4 SEC. 16, T 17 S, R 14 E, ON LAND OWNED BY DEAN
 JE1816'TRUSTBLOOD, ON THE HIGHEST POINT OF A GRASSY KNOLL.  MARK IS
 JE1816'FLUSH WITH THE GROUND.
 JE1816'
 JE1816'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JE1816'DISKS SET IN CONCRETE.
 JE1816'
 JE1816'REFERENCE MARK NO. 1 IS W OF STATION ON FENCE LINE AT EDGE OF
 JE1816'PASTURE, 383.64 FEET.
 JE1816'
 JE1816'REFERENCE MARK NO. 2 IS N OF STATION ON FENCE LINE AT EDGE OF
 JE1816'PASTURE, 301.00 FEET.
 JE1816'
 JE1816'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 JE1816'OUTCROPPING BEDROCK.  MARK IS 0.3 MILE E OF STATION ON N SLOPE
 JE1816'OF HILL.
 JE1816'
 JE1816'STATION IS REACHED FROM OSAGE CITY BY STATE HIGHWAY 31 W 1/2 MILE
 JE1816'TO A POINT WHERE IT TURNS N.  TURN S ON OSAGE COUNTY HIGHWAY 70
 JE1816'AND FOLLOW S 4.0 MILES, THENCE W 2.0 MILES ON GRAVEL ROAD TO
 JE1816'BARCLAY SCHOOL, THENCE 0.55 MILE S TO WIRE GATE IN PASTURE FENCE.
 JE1816'CONTINUE E TO HIGHEST POINT OF HILL AND STATION.
 JE1816'
 JE1816'STATION IS ALSO REACHED FROM LEBO BY FOLLOWING GRAVELED ROAD N
 JE1816'11.0 MILES TO WHERE IT TURNS E ON OSAGE COUNTY HIGHWAY 70.  TURN
 JE1816'W 0.9 MILE TO BARCLAY SCHOOL AS ABOVE.
 JE1816'
 JE1816'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 JE1816
 JE1816                          STATION RECOVERY (1956)
 JE1816
 JE1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1816'THE STATION WAS RECOVERED AND THE STATION MARK, AZIMUTH MARK AND
 JE1816'REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 1
 JE1816'WAS FOUND DESTROYED.  THE DISTANCE AND DIRECTION TO THE AZIMUTH
 JE1816'MARK CHECKED AND THE DIRECTION TO REFERENCE MARK 2 CHECKED.  THE
 JE1816'DISTANCE TO REFERENCE MARK 2 IS 0.10 FOOT LONGER THAN PREVIOUSLY
 JE1816'MEASURED.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 JE1816'
 JE1816'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF READING AND
 JE1816'ABOUT 5-1/2 MILES SOUTHWEST OF OSAGE CITY ON PROPERTY OWNED BY
 JE1816'RAY TRUEBLOOD.  IT IS 415 FEET EAST OF THE CENTERLINE OF A
 JE1816'GRAVELED ROAD, 384 FEET EAST OF A WHITE WITNESS POST AND 299 FEET
 JE1816'SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JE1816'BARCLAY 1934.
 JE1816'
 JE1816'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 70 AND
 JE1816'A PAVED STREET 0.1 MILE NORTHWEST OF THE SCHOOL BUILDING IN
 JE1816'READING, GO EAST FOR 3.2 MILES TO A GRAVELED CROSSROAD.  TURN
 JE1816'LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 1.8 MILES TO A
 JE1816'GRAVELED ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD
 JE1816'FOR 1.0 MILE TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH ON
 JE1816'THE GRAVELED ROAD FOR 1.4 MILES TO A GATE ON THE RIGHT AND
 JE1816'REFERENCE MARK 3 ON THE RIGHT.  TURN RIGHT THROUGH GATE AND GO
 JE1816'EAST ABOUT 400 FEET TO THE STATION.
 JE1816'
 JE1816'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS
 JE1816'PASTURE FIELD FOR 0.3 MILE TO THE MARK ON THE NORTHWEST SLOPE OF
 JE1816'A HILL.
 JE1816'
 JE1816'REFERENCE MARK 2 IS ABOUT 425 FEET EAST OF THE CENTERLINE OF THE
 JE1816'GRAVELED ROAD AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 12
 JE1816'INCHES AND THE DISK IS STAMPED BARCLAY NO 2 1934.
 JE1816'
 JE1816'REFERENCE MARK 3 IS 30 FEET EAST OF THE CENTERLINE OF THE
 JE1816'GRAVELED ROAD, 30 FEET NORTH OF THE GATE, 2 FEET NORTH OF THE
 JE1816'WHITE WITNESS POST AND 1 FOOT EAST OF THE FENCE.  THE MARK IS
 JE1816'FLUSH AND THE DISK IS STAMPED BARCLAY NO 3 1934.
 JE1816'
 JE1816'THE AZIMUTH MARK IS 50 FEET SOUTH OF A FENCE.  THE DISK IS SET
 JE1816'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED
 JE1816'BARCLAY AZI. 1934.
 JE1816'
 JE1816'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1816
 JE1816                          STATION RECOVERY (1958)
 JE1816
 JE1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 JE1816'THIS NOTE WAS RECEIVED FROM A MR. FLOYD HEATH, TOPEKA ENGINEER,
 JE1816'WHO VISITED THIS STATION RECENTLY.  IT IS AN ADDITIONAL REFERENCE
 JE1816'MEASUREMENT FOR THE AZIMUTH MARK.
 JE1816'
 JE1816'THE AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 50 FEET SOUTH
 JE1816'OF AN EAST-WEST FENCE, AND 107 FEET EAST OF THE PROJECTED LINE OF
 JE1816'A FENCE WHICH RUNS NORTH FROM THE EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0785 ***********************************************************************
 KG0785  DESIGNATION -  BARGER
 KG0785  PID         -  KG0785
 KG0785  STATE/COUNTY-  KS/GRAHAM
 KG0785  USGS QUAD   -  HAY HOLLOW (1979)
 KG0785
 KG0785                         *CURRENT SURVEY CONTROL
 KG0785  ___________________________________________________________________
 KG0785* NAD 83(1997)-  39 14 43.82173(N)    099 57 32.83796(W)     ADJUSTED  
 KG0785* NAVD 88     -       753.     (meters)    2470.     (feet)  SCALED    
 KG0785  ___________________________________________________________________
 KG0785  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 KG0785  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 KG0785
 KG0785  HORZ ORDER  -  FIRST
 KG0785
 KG0785.The horizontal coordinates were established by classical geodetic methods
 KG0785.and adjusted by the National Geodetic Survey in October 1998..
 KG0785
 KG0785.The orthometric height was scaled from a topographic map.
 KG0785
 KG0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0785
 KG0785.The geoid height was determined by GEOID03.
 KG0785
 KG0785;                    North         East     Units Scale Factor Converg.
 KG0785;SPC KS N     -   103,090.885   230,896.872   MT  0.99995686   -1 14 22.4
 KG0785;UTM  14      - 4,344,459.506   417,234.967   MT  0.99968434   -0 36 24.5
 KG0785
 KG0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0785!SPC KS N     -   0.99988582  x   0.99995686  =   0.99984269
 KG0785!UTM  14      -   0.99988582  x   0.99968434  =   0.99957020
 KG0785
 KG0785:                Primary Azimuth Mark                     Grid Az
 KG0785:SPC KS N     -  HILL CITY MUNICIPAL TANK                 036 41 06.2
 KG0785:UTM  14      -  HILL CITY MUNICIPAL TANK                 036 03 08.3
 KG0785
 KG0785|---------------------------------------------------------------------|
 KG0785| PID    Reference Object                     Distance      Geod. Az  |
 KG0785|                                                           dddmmss.s |
 KG0785| KG0791 HILL CITY MUNICIPAL TANK            APPROX.16.6 KM 0352643.8 |
 KG0785| CN7804 BARGER RM 1                          23.583 METERS 04518     |
 KG0785| KG0787 BARGER RM 3                          25.117 METERS 04551     |
 KG0785| CN7803 BARGER AZ MK                                       1192056.6 |
 KG0785| KG0786 BARGER AZ MK 2                      APPROX. 1.8 KM 1192912.1 |
 KG0785| CN7806 BARGER RM 4                          25.533 METERS 13513     |
 KG0785| CN7805 BARGER RM 2                          25.115 METERS 13831     |
 KG0785| KG0782 WAKEENEY MUNICIPAL TANK             APPROX.25.2 KM 1645728.5 |
 KG0785| KH0752 COLLYER MUNICIPAL TANK              APPROX.26.7 KM 2105622.8 |
 KG0785| KH0756 QUINTER MUNICIPAL TANK              APPROX.31.0 KM 2303129.7 |
 KG0785| KH0750 ST PETER ST PETERS CATH CHURCH      APPROX.12.7 KM 2403037.9 |
 KG0785| KH0751 COUNTRY CHURCH SPIRE H              APPROX. 5.3 KM 2455939.0 |
 KG0785| KH0760 PARK SAC HEART CATH CH CROSS        APPROX.37.4 KM 2471156.2 |
 KG0785|---------------------------------------------------------------------|
 KG0785
 KG0785                          SUPERSEDED SURVEY CONTROL
 KG0785
 KG0785  NAD 83(1986)-  39 14 43.82649(N)    099 57 32.83956(W) AD(       ) 1
 KG0785  NAD 27      -  39 14 43.80700(N)    099 57 31.39000(W) AD(       ) 1
 KG0785
 KG0785.Superseded values are not recommended for survey control.
 KG0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0785.See file dsdata.txt to determine how the superseded data were derived.
 KG0785
 KG0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ1723544460(NAD 83)
 KG0785_MARKER: DS = TRIANGULATION STATION DISK
 KG0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0785
 KG0785  HISTORY     - Date     Condition        Report By
 KG0785  HISTORY     - 1934     MONUMENTED       CGS
 KG0785  HISTORY     - 1950     GOOD             CGS
 KG0785  HISTORY     - 1977     GOOD             NGS
 KG0785
 KG0785                          STATION DESCRIPTION
 KG0785
 KG0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0785'STATION IS LOCATED 0.1 MILE SOUTH OF NORTHEAST CORNER OF SEC. 26,
 KG0785'T. 9 S., R. 24 W., ON PROPERTY OF E.S. BARGER.  MARK IS SET 31
 KG0785'FEET WEST OF CENTERLINE OF ROAD.
 KG0785'
 KG0785'REACHED FROM THE JUNCTION OF STATE ROUTE 21 AND U.S. ROUTE 24 IN
 KG0785'HILL CITY BY GOING WEST 6.65 MILES, THENCE SOUTH ON ASPHALT FORK
 KG0785'AT SIGN PENOKEE.  CONTINUE SOUTH THROUGH PENOKEE 1.25 MILES AND
 KG0785'KEEP TO RIGHT FORK, GO 0.3 MILE AND TAKE LEFT FORK SOUTH FOR 6.5
 KG0785'MILES AND TURN EAST ON CROSS ROAD.  GO EAST 1.0 MILE AND TURN
 KG0785'SOUTH AND GO 0.1 MILE TO TOP OF GRADE AND STATION ON WEST SIDE
 KG0785'OF ROAD.
 KG0785'
 KG0785'REFERENCE MARK NO. 1 IS ON EAST SIDE OF ROAD PAST STATION, 20
 KG0785'FEET EAST OF CENTERLINE OF ROAD.
 KG0785'
 KG0785'REFERENCE MARK NO. 2 IS ON EAST SIDE OF ROAD PAST STATION, 20
 KG0785'FEET EAST OF CENTERLINE OF ROAD.
 KG0785'
 KG0785'AZIMUTH MARK IS ABOUT 1.0 MILE EAST-SOUTHEAST OF STATION.  REACHED
 KG0785'FROM STATION BY GOING SOUTH 0.8 MILE TO CROSS ROAD, THENCE EAST
 KG0785'1.0 MILE TO CROSS ROAD, THENCE NORTH 0.25 MILE TO MARK ON EAST
 KG0785'SIDE OF ROAD.  MARK IS SET 25 FEET EAST OF CENTERLINE OF ROAD.
 KG0785'
 KG0785'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KG0785
 KG0785                          STATION RECOVERY (1950)
 KG0785
 KG0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0785'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 KG0785'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN EXCELLENT
 KG0785'CONDITION.  THE DIRECTION TO REFERENCE MARK NO. 2 WAS FOUND TO
 KG0785'BE IN ERROR.
 KG0785'
 KG0785'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KG0785'
 KG0785'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH AND 6.0 MILES WEST OF
 KG0785'HILL CITY AND ABOUT 7.5 MILES SOUTH AND 0.75 MILE EAST OF PENOKEE
 KG0785'IN THE EAST EDGE OF A PASTURE, 33 FEET WEST OF THE CENTER OF
 KG0785'A ROAD AND 13 FEET WEST OF A NORTH-SOUTH FENCE LINE AND WITNESS
 KG0785'POST.  IT IS STAMPED BARGER 1934 AND PROJECTS 3 INCHES.
 KG0785'
 KG0785'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY ON THE SAME
 KG0785'ELEVATION AS THE STATION, 20 FEET EAST OF THE CENTER OF ROAD.
 KG0785'IT IS STAMPED BARGER NO 1 1934 AND PROJECTS 4 INCHES.
 KG0785'
 KG0785'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY ON THE SAME
 KG0785'ELEVATION AS THE STATION, 20 FEET EAST OF THE CENTER OF ROAD.  IT
 KG0785'IS STAMPED BARGER NO 2 1934 AND PROJECTS 4 INCHES.
 KG0785'
 KG0785'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 116.17 FEET.
 KG0785'
 KG0785'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET EAST OF THE
 KG0785'CENTER OF ROAD AND 1 FOOT WEST OF A WITNESS POST.  IT IS STAMPED
 KG0785'BARGER AZI 1934 AND PROJECTS 4 INCHES.
 KG0785'
 KG0785'TO REACH THE STATION FROM THE POST OFFICE IN PENOKEE, GO SOUTH ON
 KG0785'GRAVELED ROAD FOR 0.5 MILE TO A FORK, TAKE RIGHT FORK AND GO WEST
 KG0785'FOR 0.25 MILE TO A FORK, TAKE LEFT FORK AND GO SOUTH ON MAIN
 KG0785'ROAD FOR 6.65 MILES TO A T ROAD LEFT.  TURN LEFT AND GO EAST ON
 KG0785'DIRT ROAD FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH
 KG0785'FOR 0.2 MILE TO STATION ON RIGHT AS DESCRIBED.
 KG0785'
 KG0785'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.8 MILE
 KG0785'TO A CROSSROAD, TURN LEFT AND GO EAST FOR 1.0 MILE TO A CROSSROAD,
 KG0785'TURN LEFT, NORTH FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT AS
 KG0785'DESCRIBED.
 KG0785
 KG0785                          STATION RECOVERY (1977)
 KG0785
 KG0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KG0785'THE SURFACE STATION MARK WAS RECOVERED IN FAIR, USEABLE
 KG0785'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND.  REFERENCE MARK 2 WAS
 KG0785'FOUND DESTROYED.  PIECES OF THE AZIMUTH MARK CONCRETE MONUMENT WERE
 KG0785'FOUND ALONG EDGE OF THE ROAD.  REFERENCE MARKS 3 AND 4 AND AZIMUTH
 KG0785'MARK WERE ESTABLISHED THIS DATE.  FOLLOWING IS A NEW COMPLETE
 KG0785'DESCRIPTION--
 KG0785'
 KG0785'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH AND 6.0 MILES WEST OF
 KG0785'HILL CITY, ABOUT 7.5 MILES SOUTH AND 0.75 MILES EAST OF PENOKEE,
 KG0785'ALONG THE EAST EDGE OF A PASTURE, ON WEST RIGHT-OF-WAY OF A COUNTY
 KG0785'ROAD AND ABOUT 0.2 MILE SOUTH OF THE NORTHEAST CORNER OF SECTION
 KG0785'26, T 9 S, R 24 W.
 KG0785'
 KG0785'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 24 AND 283
 KG0785'IN HILL CITY, GO SOUTHERLY ON HIGHWAY 283 FOR 9.2 MILES TO A
 KG0785'CROSSROAD, COUNTY ROAD G 406 ON THE RIGHT, TURN RIGHT AND GO WEST
 KG0785'ON ROAD G 406 FOR 4.2 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH
 KG0785'ON A GRAVELED ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT.
 KG0785'
 KG0785'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BARGER 1934, SET
 KG0785'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 18 INCHES
 KG0785'ON ITS EAST SIDE AND AGAINST DITCH BANK ON WEST SIDE.  IT IS 43
 KG0785'FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 32 FEET WEST OF THE
 KG0785'CENTER OF THE GRAVELED ROAD AND 3 FEET EAST OF A METAL AND WOODEN
 KG0785'WITNESS POST IN FENCELINE.  THE UNDERGROUND MARK WAS NOT INSPECTED
 KG0785'THIS DATE.
 KG0785'
 KG0785'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 KG0785'BARGER 1934 NO 3 1977 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 KG0785'26 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT SOUTH OF
 KG0785'A METAL WITNESS POST.
 KG0785'
 KG0785'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 KG0785'BARGER 1934 NO 4 1977 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 KG0785'27 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT NORTH OF
 KG0785'A METAL WITNESS POST.
 KG0785'
 KG0785'THE AZIMUTH MARK 2 IS A STANDARD DISK STAMPED BARGER 1934 AZ 2 1977,
 KG0785'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 KG0785'THE GROUND SURFACE.  IT IS 19 FEET EAST OF THE CENTER OF THE
 KG0785'GRAVELED ROAD AND 1.2 FEET SOUTH OF A METAL WITNESS POST.  REBAR
 KG0785'PLACED IN CONCRETE POST.
 KG0785'
 KG0785'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO SOUTH ON THE
 KG0785'GRAVELED ROAD FOR 0.8 MILE TO A CROSSROAD, ROAD G 406, TURN LEFT AND
 KG0785'GO EAST FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON
 KG0785'A GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK 2 ON THE RIGHT.
 KG0785'
 KG0785'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES S AND
 KG0785'6.0 MILES W OF HILL CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1935 ***********************************************************************
 JE1935  DESIGNATION -  BARNARD
 JE1935  PID         -  JE1935
 JE1935  STATE/COUNTY-  KS/LINN
 JE1935  USGS QUAD   -  LA CYGNE (1978)
 JE1935
 JE1935                         *CURRENT SURVEY CONTROL
 JE1935  ___________________________________________________________________
 JE1935* NAD 83(1997)-  38 17 38.93052(N)    094 45 30.09499(W)     ADJUSTED  
 JE1935* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 JE1935  ___________________________________________________________________
 JE1935  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 JE1935  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JE1935
 JE1935  HORZ ORDER  -  THIRD
 JE1935
 JE1935.The horizontal coordinates were established by classical geodetic methods
 JE1935.and adjusted by the National Geodetic Survey in October 1998..
 JE1935
 JE1935.The orthometric height was scaled from a topographic map.
 JE1935
 JE1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1935
 JE1935.The geoid height was determined by GEOID03.
 JE1935
 JE1935;                    North         East     Units Scale Factor Converg.
 JE1935;SPC KS S     -   587,195.061   727,218.691   MT  0.99995746   +2 17 57.6
 JE1935;UTM  15      - 4,239,914.525   346,233.730   MT  0.99989119   -1 05 23.5
 JE1935
 JE1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1935!SPC KS S     -   0.99995839  x   0.99995746  =   0.99991585
 JE1935!UTM  15      -   0.99995839  x   0.99989119  =   0.99984959
 JE1935
 JE1935|---------------------------------------------------------------------|
 JE1935| PID    Reference Object                     Distance      Geod. Az  |
 JE1935|                                                           dddmmss.s |
 JE1935| CN5593 BARNARD RM 1                         26.704 METERS 07406     |
 JE1935| CN5592 BARNARD AZ MK                                      1794026.2 |
 JE1935| CN5594 BARNARD RM 2                         20.870 METERS 31329     |
 JE1935| JE1934 LA CYGNE MUNICIPAL TANK             APPROX. 5.6 KM 3565018.6 |
 JE1935|---------------------------------------------------------------------|
 JE1935
 JE1935                          SUPERSEDED SURVEY CONTROL
 JE1935
 JE1935  NAD 83(1986)-  38 17 38.93802(N)    094 45 30.09264(W) AD(       ) 3
 JE1935  NAD 27      -  38 17 38.85400(N)    094 45 29.25200(W) AD(       ) 3
 JE1935
 JE1935.Superseded values are not recommended for survey control.
 JE1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1935.See file dsdata.txt to determine how the superseded data were derived.
 JE1935
 JE1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC4623439915(NAD 83)
 JE1935_MARKER: DS = TRIANGULATION STATION DISK
 JE1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1935
 JE1935  HISTORY     - Date     Condition        Report By
 JE1935  HISTORY     - 1948     MONUMENTED       CGS
 JE1935  HISTORY     - 1970     GOOD             NGS
 JE1935
 JE1935                          STATION DESCRIPTION
 JE1935
 JE1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1935'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF LA CYGNE ON THE
 JE1935'NORTHEAST RIGHT-OF-WAY OF A COUNTY ROAD.  IT IS 29 FEET NORTHEAST
 JE1935'OF THE CENTER OF THE COUNTY ROAD, 46 FEET SOUTH OF EAST-WEST
 JE1935'FENCE LINE, 88 FEET WEST OF THE SOUTHERN MOST ONE OF TWO LARGE
 JE1935'CONCRETE POSTS.  IT IS STAMPED BARNARD 1948 AND SET FLUSH WITH
 JE1935'THE GROUND SURFACE.
 JE1935'
 JE1935'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 1 FOOT WEST OF
 JE1935'SOURTHERN MOST ONE OF TWO LARGE CONCRETE FENCE POSTS.  IT IS
 JE1935'STAMPED BARNARD NO 1 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE1935'
 JE1935'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 46 FEET
 JE1935'NORTH OF THE CENTER OF THE COUNTY ROAD AND 1 FOOT SOUTH OF FENCE
 JE1935'LINE.  IT IS STAMPED BARNARD NO 2 1948 AND SET FLUSH WITH GROUND
 JE1935'SURFACE.
 JE1935'
 JE1935'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 85 FEET
 JE1935'NORTHWEST OF ROAD FORK AND 35 FEET WEST OF THE CENTER OF
 JE1935'NORTH-SOUTH ROAD.  IT IS STAMPED BARNARD 1948 AND PROJECTS
 JE1935'4 INCHES.  TO REACH FROM THE STATION, GO SOUTH ON COUNTY ROAD
 JE1935'FOR 0.5 MILE TO THE MARK ON THE WEST SIDE AS DESCRIBED.
 JE1935'
 JE1935'TO REACH THE STATION FROM THE MAIN INTERSECTION IN LA CYGNE, GO
 JE1935'WEST ON STATE ROUTE 35 FOR 1.4 MILES TO T-ROAD LEFT, TURN LEFT AND
 JE1935'GO SOUTH FOR 1.6 MILES TO FORK, BEAR LEFT AND CONTINUE FOR 0.7
 JE1935'MILE TO ANOTHER FORK, BEAR LEFT AND CONTINUE FOR 1.75 MILES TO
 JE1935'CROSSROAD, TURN LEFT AND GO 1.0 MILE TO THE BROOKLYN SCHOOL ON
 JE1935'THE LEFT, CONTINUE EAST FOR 1.1 MILES TO WHERE ROAD TURNS SOUTH
 JE1935'AND STATION ON THE EAST SIDE AS DESCRIBED.
 JE1935'
 JE1935'A 74 FOOT SIGNAL AT STATION LINCOLN IS VISIBLE AT 37 FEET.
 JE1935'
 JE1935'A 74 FOOT SIGNAL AT STATION FERGUSON 1934 IS VISIBLE AT 37 FEET.
 JE1935'
 JE1935'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1935
 JE1935                          STATION RECOVERY (1970)
 JE1935
 JE1935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1935'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1935'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JE1935'
 JE1935'STATION MARK IS 42 FEET SOUTH OF AN EAST-WEST FENCE, 29 FEET
 JE1935'NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 88 FEET WEST OF A LARGE
 JE1935'CONCRETE FENCE POST, 26 FEET WEST OF A METAL WITNESS POST, AND IS
 JE1935'FLUSH WITH THE SURFACE OF THE GROUND.
 JE1935'
 JE1935'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF THE OLD CONCRETE FENCE
 JE1935'POST.
 JE1935'
 JE1935'REFERENCE MARK NO. 2 IS 4 FEET NORTH OF A FENCE.
 JE1935'
 JE1935'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JE1935'
 JE1935'TO REACH THE STATION FROM THE MAIN INTERSECTION IN LA CYGNE, GO
 JE1935'WEST ON STATE HIGHWAY 135 1.45 MILES TO A SIDE ROAD ON THE LEFT.
 JE1935'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 2.35 MILES TO A SIDE
 JE1935'ROAD ON THE LEFT.  KEEP LEFT AND CONTINUE SOUTH ON THE GRAVELED
 JE1935'ROAD FOR 1.55 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 JE1935'GRAVELED ROAD FOR 1.05 MILES TO THE BROOKLYN SCHOOL ON THE LEFT.
 JE1935'CONTINUE EAST ON THE GRAVELED ROAD FOR 1.0 MILE TO WHERE THE
 JE1935'ROAD TURNS SOUTH AND THE STATION ON THE LEFT.
 JE1935'
 JE1935'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 JE1935'SOUTH OF LA CYGNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0733 ***********************************************************************
 KH0733  DESIGNATION -  BARNARD
 KH0733  PID         -  KH0733
 KH0733  STATE/COUNTY-  KS/NORTON
 KH0733  USGS QUAD   -  CLAYTON (1978)
 KH0733
 KH0733                         *CURRENT SURVEY CONTROL
 KH0733  ___________________________________________________________________
 KH0733* NAD 83(1997)-  39 39 44.03331(N)    100 09 09.67092(W)     ADJUSTED  
 KH0733* NAVD 88     -       734.     (meters)    2408.     (feet)  SCALED    
 KH0733  ___________________________________________________________________
 KH0733  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 KH0733  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 KH0733
 KH0733  HORZ ORDER  -  FIRST
 KH0733
 KH0733.The horizontal coordinates were established by classical geodetic methods
 KH0733.and adjusted by the National Geodetic Survey in October 1998..
 KH0733
 KH0733.The orthometric height was scaled from a topographic map.
 KH0733
 KH0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0733
 KH0733.The geoid height was determined by GEOID03.
 KH0733
 KH0733;                    North         East     Units Scale Factor Converg.
 KH0733;SPC KS N     -   149,722.115   215,291.895   MT  0.99998259   -1 21 43.3
 KH0733;UTM  14      - 4,390,904.182   401,122.710   MT  0.99972037   -0 44 08.8
 KH0733
 KH0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0733!SPC KS N     -   0.99988871  x   0.99998259  =   0.99987130
 KH0733!UTM  14      -   0.99988871  x   0.99972037  =   0.99960911
 KH0733
 KH0733|---------------------------------------------------------------------|
 KH0733| PID    Reference Object                     Distance      Geod. Az  |
 KH0733|                                                           dddmmss.s |
 KH0733| CN7808 BARNARD RM 1                        138.431 METERS 17954     |
 KH0733| CN7807 BARNARD AZ MK                                      1795521.8 |
 KH0733| CN7809 BARNARD RM 2                        162.434 METERS 21150     |
 KH0733| KH0722 NORCATUR MUNICIPAL TANK             APPROX.19.9 KM 3504044.8 |
 KH0733| KH0723 NORCATUR ST MARKS EVAN LUTH CH      APPROX.19.7 KM 3505558.5 |
 KH0733|---------------------------------------------------------------------|
 KH0733
 KH0733                          SUPERSEDED SURVEY CONTROL
 KH0733
 KH0733  NAD 83(1997)-  39 39 44.03620(N)    100 09 09.67043(W) AD(       ) 1
 KH0733  NAD 83(1986)-  39 39 44.03824(N)    100 09 09.67367(W) AD(       ) 1
 KH0733  NAD 27      -  39 39 44.02400(N)    100 09 08.18900(W) AD(       ) 1
 KH0733
 KH0733.Superseded values are not recommended for survey control.
 KH0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0733.See file dsdata.txt to determine how the superseded data were derived.
 KH0733
 KH0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ0112390904(NAD 83)
 KH0733_MARKER: DS = TRIANGULATION STATION DISK
 KH0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0733_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KH0733
 KH0733  HISTORY     - Date     Condition        Report By
 KH0733  HISTORY     - 1934     MONUMENTED       CGS
 KH0733  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KH0733
 KH0733                          STATION DESCRIPTION
 KH0733
 KH0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0733'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC. 32, T. 4 S.,
 KH0733'R. 25 W., ALMELO TOWNSHIP, ABOUT 1 MILE EAST AND 5.5 MILES
 KH0733'SOUTH OF CLAYTON, ABOUT 8 MILES WEST AND 3.5 MILES NORTH OF LENORA,
 KH0733'ON PROPERTY OWNED BY MRS. M.J. BARNARD AND LEASED BY WILLIAM
 KH0733'DIETRICH, 22 FEET WEST OF CENTERLINE OF ROAD AND 14 INCHES
 KH0733'UNDERGROUND.
 KH0733'
 KH0733'TO REACH FROM POST OFFICE IN LENORA, GO WEST ON STATE HIGHWAY
 KH0733'9 FOR 6.0 MILES, CONTINUE WEST ON NORTON COUNTY HIGHWAY 352 FOR
 KH0733'1.0 MILE, THENCE RIGHT (NORTH) ON NORTON COUNTY HIGHWAY 523
 KH0733'FOR 1.5 MILES, THENCE LEFT (WEST) 1.0 MILE, THENCE RIGHT (NORTH)
 KH0733'0.6 MILE TO TOP OF GRADE AND STATION.
 KH0733'
 KH0733'REFERENCE MARK NO. 1 IS 454.2 FEET SOUTH OF STATION, 2 FEET
 KH0733'WEST OF FENCE CORNER, 1 FOOT NORTH OF FENCE CORNER, 25 FEET
 KH0733'WEST OF CENTERLINE OF ROAD, AND PROJECTS 4 INCHES ABOVE GROUND.
 KH0733'
 KH0733'REFERENCE MARK NO. 2 IS 532.7 FEET SOUTHWEST OF STATION, 1 FOOT
 KH0733'NORTH OF FENCE AND PROJECTS 4 INCHES ABOVE GROUND.
 KH0733'
 KH0733'AZIMUTH MARK IS LOCATED 0.85 MILE SOUTH OF STATION, 24 FEET
 KH0733'WEST OF CENTERLINE OF ROAD, 1 FOOT EAST OF FENCE.  TO REACH
 KH0733'FROM STATION, GO SOUTH 0.85 MILE TO MARK ON WEST SIDE OF ROAD.
 KH0733'
 KH0733'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 KH0733
 KH0733                          STATION RECOVERY (1950)
 KH0733
 KH0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0733'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 KH0733'2, AND THE AZIMUTH MARK WERE RECOVERED, AND ARE IN GOOD CONDITION.
 KH0733'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION--
 KH0733'
 KH0733'THE STATION IS LOCATED ABOUT 7 MILES EAST OF JENNINGS, ABOUT
 KH0733'5-1/2 MILES SOUTH OF CLAYTON, 25 FEET WEST FROM THE CENTER OF
 KH0733'A NORTH-SOUTH ROAD, AND 12.3 FEET NORTHEAST OF A POWER LINE
 KH0733'POLE.  THE STATION MARK  IS STAMPED BARNARD 1934
 KH0733'AND IS SET 16 INCHES BELOW THE SURFACE OF THE GROUND.
 KH0733'
 KH0733'REFERENCE MARK NO. 1 IS 25 FEET WEST FROM THE CENTER OF THE
 KH0733'ROAD, 3 FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF THE FENCE
 KH0733'LINE.  IT IS STAMPED BARNARD NO 1 1934 AND IS FLUSH WITH THE
 KH0733'SURFACE OF THE GROUND.
 KH0733'
 KH0733'REFERENCE MARK NO. 2 IS SET IN THE EAST-WEST FENCE LINE.  IT
 KH0733'IS STAMPED BARNARD NO 2 1934 AND IS 2 INCHES BELOW THE SURFACE
 KH0733'OF THE GROUND.
 KH0733'
 KH0733'THE AZIMUTH MARK IS LOCATED 25 FEET WEST FROM THE CENTER OF THE
 KH0733'NORTH-SOUTH ROAD, 1 FOOT NORTH OF A WITNESS POST, AND IS SET IN
 KH0733'THE FENCE LINE.  IT IS STAMPED BARNARD 1934 AND PROJECTS 2
 KH0733'INCHES ABOVE THE SURFACE OF THE GROUND.
 KH0733'
 KH0733'TO REACH THE STATION FROM THE POST OFFICE IN CLAYTON, GO SOUTH
 KH0733'FOR 0.05 MILE TO CROSSROAD, TURN LEFT (EAST) THEN RIGHT AND
 KH0733'GO SOUTH ON MAIN GRAVELED ROAD FOR 4.0 MILES TO A CROSSROAD.
 KH0733'TURN LEFT AND GO EAST FOR 1.0 MILE TO ANOTHER CROSSROAD, TURN
 KH0733'RIGHT ON A GRAVELED ROAD AND GO SOUTH FOR 1.5 MILES TO THE TOP
 KH0733'OF A RISE AND THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE
 KH0733'SOUTH FOR 0.85 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0602 ***********************************************************************
 KG0602  DESIGNATION -  BARNARD MUNICIPAL STANDPIPE
 KG0602  PID         -  KG0602
 KG0602  STATE/COUNTY-  KS/LINCOLN
 KG0602  USGS QUAD   -  BARNARD (1964)
 KG0602
 KG0602                         *CURRENT SURVEY CONTROL
 KG0602  ___________________________________________________________________
 KG0602* NAD 83(1997)-  39 11 25.68458(N)    098 02 39.72025(W)     ADJUSTED  
 KG0602* NAVD 88     -                                                        
 KG0602  ___________________________________________________________________
 KG0602  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 KG0602  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 KG0602
 KG0602  HORZ ORDER  -  THIRD
 KG0602
 KG0602.The horizontal coordinates were established by classical geodetic methods
 KG0602.and adjusted by the National Geodetic Survey in October 1998..
 KG0602
 KG0602
 KG0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0602
 KG0602.The geoid height was determined by GEOID03.
 KG0602
 KG0602;                    North         East     Units Scale Factor Converg.
 KG0602;SPC KS N     -    95,152.475   396,167.158   MT  0.99995740   -0 01 41.1
 KG0602;UTM  14      - 4,338,348.285   582,528.425   MT  0.99968386   +0 36 14.0
 KG0602
 KG0602                          SUPERSEDED SURVEY CONTROL
 KG0602
 KG0602  NAD 83(1986)-  39 11 25.69266(N)    098 02 39.71955(W) AD(       ) 4
 KG0602  NAD 27      -  39 11 25.66600(N)    098 02 38.53900(W) AD(       ) 3
 KG0602
 KG0602.Superseded values are not recommended for survey control.
 KG0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0602.See file dsdata.txt to determine how the superseded data were derived.
 KG0602
 KG0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ8252838348(NAD 83)
 KG0602_MARKER: 52 = STANDPIPE TANK
 KG0602
 KG0602  HISTORY     - Date     Condition        Report By
 KG0602  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0602
 KG0602                          STATION DESCRIPTION
 KG0602
 KG0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0602'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF BARNARD.  IT IS AN
 KG0602'EIGHT SIDED CONCRETE STRUCTURE WITH A CONICAL ROOF AND IS 18.0 FEET
 KG0602'IN DIAMETER.  IT HAS AN OVER-ALL HEIGHT OF 100.0 FEET.  THE POINT
 KG0602'OBSERVED UPON WAS THE POINT AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0620 ***********************************************************************
 HF0620  DESIGNATION -  BARNES
 HF0620  PID         -  HF0620
 HF0620  STATE/COUNTY-  KS/SUMNER
 HF0620  USGS QUAD   -  OXFORD (1965)
 HF0620
 HF0620                         *CURRENT SURVEY CONTROL
 HF0620  ___________________________________________________________________
 HF0620* NAD 83(1997)-  37 17 43.92868(N)    097 13 24.37134(W)     ADJUSTED  
 HF0620* NAVD 88     -       377.197  (meters)    1237.52   (feet)  ADJUSTED  
 HF0620  ___________________________________________________________________
 HF0620  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 HF0620  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0620  DYNAMIC HT  -         376.892 (meters)    1236.52  (feet)  COMP
 HF0620  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 HF0620
 HF0620  HORZ ORDER  -  SECOND
 HF0620  VERT ORDER  -  SECOND    CLASS 0
 HF0620
 HF0620.The horizontal coordinates were established by classical geodetic methods
 HF0620.and adjusted by the National Geodetic Survey in October 1998..
 HF0620
 HF0620.The orthometric height was determined by differential leveling
 HF0620.and adjusted by the National Geodetic Survey in June 1991..
 HF0620
 HF0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0620
 HF0620.The geoid height was determined by GEOID03.
 HF0620
 HF0620.The dynamic height is computed by dividing the NAVD 88
 HF0620.geopotential number by the normal gravity value computed on the
 HF0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0620.degrees latitude (g = 980.6199 gals.).
 HF0620
 HF0620.The modeled gravity was interpolated from observed gravity values.
 HF0620
 HF0620;                    North         East     Units Scale Factor Converg.
 HF0620;SPC KS S     -   470,570.162   513,183.601   MT  0.99999445   +0 47 04.1
 HF0620;UTM  14      - 4,129,137.414   657,464.521   MT  0.99990544   +1 04 36.1
 HF0620
 HF0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0620!SPC KS S     -   0.99994533  x   0.99999445  =   0.99993978
 HF0620!UTM  14      -   0.99994533  x   0.99990544  =   0.99985077
 HF0620
 HF0620|---------------------------------------------------------------------|
 HF0620| PID    Reference Object                     Distance      Geod. Az  |
 HF0620|                                                           dddmmss.s |
 HF0620| HF0619 BARNES RM 1                          20.143 METERS 09844     |
 HF0620| HF1293 OXFORD TANK                         APPROX. 5.2 KM 1141423.7 |
 HF0620| CL4243 BARNES AZ MK                                       1160403.2 |
 HF0620| HF0621 BARNES RM 2                          20.630 METERS 35027     |
 HF0620|---------------------------------------------------------------------|
 HF0620
 HF0620                          SUPERSEDED SURVEY CONTROL
 HF0620
 HF0620  NAD 83(1997)-  37 17 43.93192(N)    097 13 24.36638(W) AD(       ) 2
 HF0620  NAD 83(1986)-  37 17 43.93966(N)    097 13 24.36324(W) AD(       ) 2
 HF0620  NAD 27      -  37 17 43.85731(N)    097 13 23.21077(W) AD(       ) 2
 HF0620  NGVD 29 (??/??/92)  377.086  (m)         1237.16   (f) ADJ UNCH    2 0
 HF0620
 HF0620.Superseded values are not recommended for survey control.
 HF0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0620.See file dsdata.txt to determine how the superseded data were derived.
 HF0620
 HF0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5746529137(NAD 83)
 HF0620_MARKER: DB = BENCH MARK DISK
 HF0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0620_STAMPING: BARNES 1962
 HF0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0620+STABILITY: SURFACE MOTION
 HF0620
 HF0620  HISTORY     - Date     Condition        Report By
 HF0620  HISTORY     - 1962     MONUMENTED       CGS
 HF0620  HISTORY     - 1962     GOOD             CGS
 HF0620
 HF0620                          STATION DESCRIPTION
 HF0620
 HF0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0620'THE STATION IS ABOUT 10 MILES EAST OF WELLINGTON, 8-1/2 MILES
 HF0620'SOUTHWEST OF UDALL, 3-1/2 MILES NORTHWEST OF OXFORD, ON THE
 HF0620'PROPERTY OF MRS BARNES.
 HF0620'
 HF0620'TO REACH THE STATION FROM THE CAUTION LIGHT, IN OXFORD, GO
 HF0620'WEST ON U.S. HIGHWAY 160 FOR 3.0 MILES TO A CROSSROAD.  TURN
 HF0620'RIGHT, NORTH, ON A GRAVELED ROAD 1.0 MILE TO A CROSSROAD.  CONTINUE
 HF0620'NORTH ON THE GRAVELED ROAD FOR 0.35 MILE TO A FENCE CORNER ON
 HF0620'THE LEFT AND THE STATION IN THE SOUTHWEST CORNER OF A FENCED-IN
 HF0620'AREA.
 HF0620'
 HF0620'STATION MARKS ARE STANDARD DISKS STAMPED BARNES 1962.  THE
 HF0620'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HF0620'THE SURFACE OF THE GROUND.  IT IS 141 FEET SOUTH OF THE SOUTHWEST
 HF0620'CORNER OF A BARN, 79 FEET WEST OF A WINDMILL AND 13 FEET
 HF0620'NORTHEAST OF A FENCE CORNER POST.  THE UNDERGROUND DISK IS SET 42
 HF0620'INCHES BELOW THE SURFACE IN AN IRREGULAR MASS OF CONCRETE.
 HF0620'
 HF0620'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BARNES NO 1 1962,
 HF0620'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HF0620'IT IS 74 FEET EAST OF THE FENCE CORNER POST, 25 FEET SOUTHWEST OF
 HF0620'THE WINDMILL AND 1 FOOT NORTH OF A FENCE.
 HF0620'
 HF0620'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BARNES NO 2 1962,
 HF0620'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HF0620'74 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BARN, 1.5 FEET
 HF0620'SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.
 HF0620'
 HF0620'AZIMUTH MARK IS A STANDARD DISK STAMPED BARNES 1962, SET
 HF0620'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HF0620'IT IS 57 FEET NORTHEAST OF A POWER POLE, 30 FEET NORTH OF THE
 HF0620'CENTER OF A GRAVELED ROAD, 6 FEET EAST OF A FENCE CORNER
 HF0620'POST AND 1.5 FEET WEST OF A METAL WITNESS POST.
 HF0620'
 HF0620'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 HF0620'ROAD 0.35 MILE TO A CROSSROAD.  TURN LEFT, EAST, ON A GRAVELED
 HF0620'ROAD FOR 0.7 MILE TO A T-FENCE CORNER AND THE MARK ON THE LEFT,
 HF0620'NORTH, SIDE OF THE ROAD.
 HF0620'
 HF0620'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HF0620'
 HF0620'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 HF0620
 HF0620                          STATION RECOVERY (1962)
 HF0620
 HF0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0620'4.5 MI NW FROM OXFORD.
 HF0620'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0620'THENCE 3.1 MILES WEST ALONG U.S. HIGHWAY 160, THENCE 1.4 MILES
 HF0620'NORTH ALONG A DIRT ROAD, 141 FEET SOUTH OF THE SOUTHWEST CORNER
 HF0620'OF A BARN, 79.0 FEET WEST OF A WINDMILL, 67.7 FEET SOUTH OF
 HF0620'BARNES NO. 2, SET IN THE TOP OF A CONCRETE POST WHICH IS SET
 HF0620'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1163 ***********************************************************************
 KF1163  DESIGNATION -  BARNES MUNICIPAL TANK
 KF1163  PID         -  KF1163
 KF1163  STATE/COUNTY-  KS/WASHINGTON
 KF1163  USGS QUAD   -  BARNES (1983)
 KF1163
 KF1163                         *CURRENT SURVEY CONTROL
 KF1163  ___________________________________________________________________
 KF1163* NAD 83(1997)-  39 42 54.36062(N)    096 52 24.33301(W)     ADJUSTED  
 KF1163* NAVD 88     -                                                        
 KF1163  ___________________________________________________________________
 KF1163  LAPLACE CORR-          -7.42  (seconds)                    DEFLEC99
 KF1163  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 KF1163
 KF1163  HORZ ORDER  -  THIRD
 KF1163
 KF1163.The horizontal coordinates were established by classical geodetic methods
 KF1163.and adjusted by the National Geodetic Survey in October 1998..
 KF1163
 KF1163
 KF1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1163
 KF1163.The geoid height was determined by GEOID03.
 KF1163
 KF1163;                    North         East     Units Scale Factor Converg.
 KF1163;SPC KS N     -   153,997.308   496,597.636   MT  0.99998964   +0 42 46.1
 KF1163;UTM  14      - 4,398,298.956   682,283.644   MT  1.00000909   +1 21 33.1
 KF1163
 KF1163                          SUPERSEDED SURVEY CONTROL
 KF1163
 KF1163  NAD 83(1997)-  39 42 54.36256(N)    096 52 24.33287(W) AD(       ) 4
 KF1163  NAD 83(1986)-  39 42 54.37521(N)    096 52 24.32699(W) AD(       ) 4
 KF1163  NAD 27      -  39 42 54.34600(N)    096 52 23.26600(W) AD(       ) 3
 KF1163
 KF1163.Superseded values are not recommended for survey control.
 KF1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1163.See file dsdata.txt to determine how the superseded data were derived.
 KF1163
 KF1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8228498299(NAD 83)
 KF1163_MARKER: 53 = ELEVATED TANK
 KF1163
 KF1163  HISTORY     - Date     Condition        Report By
 KF1163  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1163  HISTORY     - 1965     GOOD             CGS
 KF1163
 KF1163                          STATION DESCRIPTION
 KF1163
 KF1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1163'LOCATED IN THE SOUTHEAST EDGE OF A SMALL PARK AND IN THE NORTHEAST
 KF1163'EDGE OF BARNES, 125 FEET WEST TO THE CENTER OF STATE HIGHWAY NO.
 KF1163'15 E AND 80 FEET NORTH OF THE CENTER OF A GRAVELED STREET.
 KF1163'
 KF1163'TANK IS ABOUT 125 FEET IN HEIGHT.  TANK PROPER HAS A BALL AT ITS
 KF1163'APEX AND A CATWALK AT ITS BASE.  IT IS SUPPORTED BY FOUR STEEL
 KF1163'TRUSSWORK LEGS.  THE ENTIRE STRUCTURE IS PAINTED BLACK, EXCEPT THE
 KF1163'ROOF WHICH IS PAINTED WHITE.
 KF1163'
 KF1163'THE POINT OBSERVED WAS THE BALL AT THE APEX.
 KF1163
 KF1163                          STATION RECOVERY (1965)
 KF1163
 KF1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1163'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0619 ***********************************************************************
 HF0619  DESIGNATION -  BARNES RM 1
 HF0619  PID         -  HF0619
 HF0619  STATE/COUNTY-  KS/SUMNER
 HF0619  USGS QUAD   -  OXFORD (1965)
 HF0619
 HF0619                         *CURRENT SURVEY CONTROL
 HF0619  ___________________________________________________________________
 HF0619* NAD 83(1986)-  37 17 43.     (N)    097 13 24.     (W)     SCALED    
 HF0619* NAVD 88     -       377.470  (meters)    1238.42   (feet)  ADJUSTED  
 HF0619  ___________________________________________________________________
 HF0619  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0619  DYNAMIC HT  -         377.165 (meters)    1237.42  (feet)  COMP
 HF0619  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 HF0619
 HF0619  VERT ORDER  -  SECOND    CLASS 0
 HF0619
 HF0619.The horizontal coordinates were scaled from a topographic map and have
 HF0619.an estimated accuracy of +/- 6 seconds.
 HF0619
 HF0619.The orthometric height was determined by differential leveling
 HF0619.and adjusted by the National Geodetic Survey in June 1991..
 HF0619
 HF0619.The geoid height was determined by GEOID03.
 HF0619
 HF0619.The dynamic height is computed by dividing the NAVD 88
 HF0619.geopotential number by the normal gravity value computed on the
 HF0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0619.degrees latitude (g = 980.6199 gals.).
 HF0619
 HF0619.The modeled gravity was interpolated from observed gravity values.
 HF0619
 HF0619;                    North         East    Units  Estimated Accuracy
 HF0619;SPC KS S     -   470,540.      513,190.      MT  (+/- 180 meters Scaled)
 HF0619
 HF0619                          SUPERSEDED SURVEY CONTROL
 HF0619
 HF0619  NGVD 29 (??/??/92)  377.359  (m)         1238.05   (f) ADJ UNCH    2 0
 HF0619
 HF0619.Superseded values are not recommended for survey control.
 HF0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0619.See file dsdata.txt to determine how the superseded data were derived.
 HF0619
 HF0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG574291(NAD 83)
 HF0619_MARKER: DR = REFERENCE MARK DISK
 HF0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0619_STAMPING: BARNES NO 1
 HF0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0619+STABILITY: SURFACE MOTION
 HF0619
 HF0619  HISTORY     - Date     Condition        Report By
 HF0619  HISTORY     - 1962     MONUMENTED       CGS
 HF0619  HISTORY     - 1962     GOOD             NGS
 HF0619
 HF0619                          STATION DESCRIPTION
 HF0619
 HF0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0619'4.5 MI NW FROM OXFORD.
 HF0619'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD, THENCE
 HF0619'3.1 MILES WEST ALONG U.S. HIGHWAY 160, THENCE 1.4 MILES NORTH
 HF0619'ALONG A DIRT ROAD, 74.0 FEET EAST OF A FENCE CORNER, 66.0 FEET
 HF0619'EAST OF THE STATION BARNES 1962, 1.0 FEET NORTH OF A FENCE LINE,
 HF0619'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET ABOVE
 HF0619'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0621 ***********************************************************************
 HF0621  DESIGNATION -  BARNES RM 2
 HF0621  PID         -  HF0621
 HF0621  STATE/COUNTY-  KS/SUMNER
 HF0621  USGS QUAD   -  OXFORD (1965)
 HF0621
 HF0621                         *CURRENT SURVEY CONTROL
 HF0621  ___________________________________________________________________
 HF0621* NAD 83(1986)-  37 17 43.     (N)    097 13 24.     (W)     SCALED    
 HF0621* NAVD 88     -       376.957  (meters)    1236.73   (feet)  ADJUSTED  
 HF0621  ___________________________________________________________________
 HF0621  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0621  DYNAMIC HT  -         376.653 (meters)    1235.74  (feet)  COMP
 HF0621  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 HF0621
 HF0621  VERT ORDER  -  SECOND    CLASS 0
 HF0621
 HF0621.The horizontal coordinates were scaled from a topographic map and have
 HF0621.an estimated accuracy of +/- 6 seconds.
 HF0621
 HF0621.The orthometric height was determined by differential leveling
 HF0621.and adjusted by the National Geodetic Survey in June 1991..
 HF0621
 HF0621.The geoid height was determined by GEOID03.
 HF0621
 HF0621.The dynamic height is computed by dividing the NAVD 88
 HF0621.geopotential number by the normal gravity value computed on the
 HF0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0621.degrees latitude (g = 980.6199 gals.).
 HF0621
 HF0621.The modeled gravity was interpolated from observed gravity values.
 HF0621
 HF0621;                    North         East    Units  Estimated Accuracy
 HF0621;SPC KS S     -   470,540.      513,190.      MT  (+/- 180 meters Scaled)
 HF0621
 HF0621                          SUPERSEDED SURVEY CONTROL
 HF0621
 HF0621  NGVD 29 (??/??/92)  376.846  (m)         1236.37   (f) ADJ UNCH    2 0
 HF0621
 HF0621.Superseded values are not recommended for survey control.
 HF0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0621.See file dsdata.txt to determine how the superseded data were derived.
 HF0621
 HF0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG574291(NAD 83)
 HF0621_MARKER: DR = REFERENCE MARK DISK
 HF0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0621_STAMPING: BARNER NO 2
 HF0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0621+STABILITY: SURFACE MOTION
 HF0621
 HF0621  HISTORY     - Date     Condition        Report By
 HF0621  HISTORY     - 1962     MONUMENTED       CGS
 HF0621  HISTORY     - 1962     GOOD             NGS
 HF0621
 HF0621                          STATION DESCRIPTION
 HF0621
 HF0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0621'4.5 MI NW FROM OXFORD.
 HF0621'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0621'THENCE 3.1 MILES WEST ALONG U.S. HIGHWAY 160, THENCE 1.4 MILES
 HF0621'NORTH ALONG A DIRT ROAD, 74.0 FEET SOUTH OF THE SOUTHWEST CORNER
 HF0621'OF A BARN, 67.7 FEET NORTH OF BARNES 1962, 1.5 FEET WEST OF A
 HF0621'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0621'PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0853 ***********************************************************************
 HE0853  DESIGNATION -  BARNHART
 HE0853  PID         -  HE0853
 HE0853  STATE/COUNTY-  KS/ALLEN
 HE0853  USGS QUAD   -  PIQUA (1971)
 HE0853
 HE0853                         *CURRENT SURVEY CONTROL
 HE0853  ___________________________________________________________________
 HE0853* NAD 83(1997)-  37 55 19.73814(N)    095 30 36.12552(W)     ADJUSTED  
 HE0853* NAVD 88     -       324.6    (meters)    1065.     (feet)  VERTCON   
 HE0853  ___________________________________________________________________
 HE0853  X           -    -483,746.882 (meters)                     COMP
 HE0853  Y           -  -5,014,697.433 (meters)                     COMP
 HE0853  Z           -   3,898,811.263 (meters)                     COMP
 HE0853  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 HE0853  ELLIP HEIGHT-         293.15  (meters)          (10/02/98) GPS OBS
 HE0853  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HE0853
 HE0853  HORZ ORDER  -  FIRST
 HE0853  ELLP ORDER  -  FOURTH    CLASS I
 HE0853
 HE0853.The horizontal coordinates were established by classical geodetic methods
 HE0853.and adjusted by the National Geodetic Survey in October 1998..
 HE0853
 HE0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0853
 HE0853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE0853
 HE0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0853
 HE0853.The ellipsoidal height was determined by GPS observations
 HE0853.and is referenced to NAD 83.
 HE0853
 HE0853.The geoid height was determined by GEOID03.
 HE0853
 HE0853;                    North         East     Units Scale Factor Converg.
 HE0853;SPC KS S     -   543,554.216   662,831.475   MT  0.99993592   +1 50 14.7
 HE0853;UTM  15      - 4,200,148.545   279,375.455   MT  1.00019955   -1 32 35.8
 HE0853
 HE0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0853!SPC KS S     -   0.99995400  x   0.99993592  =   0.99988993
 HE0853!UTM  15      -   0.99995400  x   1.00019955  =   1.00015354
 HE0853
 HE0853:                Primary Azimuth Mark                     Grid Az
 HE0853:SPC KS S     -  COLONY MUNICIPAL TANK                    037 09 23.8
 HE0853:UTM  15      -  COLONY MUNICIPAL TANK                    040 32 14.3
 HE0853
 HE0853|---------------------------------------------------------------------|
 HE0853| PID    Reference Object                     Distance      Geod. Az  |
 HE0853|                                                           dddmmss.s |
 HE0853| JE1710 COLONY MUNICIPAL TANK               APPROX.20.7 KM 0385938.5 |
 HE0853| HE0711 IOLA PET MILK CO STACK              APPROX. 8.8 KM 0851021.0 |
 HE0853| HE0709 IOLA ALLEN CO CTHSE CLOCKTOWER      APPROX. 9.3 KM 0895442.1 |
 HE0853| HE0703 LA HARPE MUNICIPAL TANK             APPROX.18.6 KM 0923429.1 |
 HE0853| CL4245 BARNHART RM 1                        39.025 METERS 09640     |
 HE0853| HE0708 IOLA LEHIGH CEMENT CO STACK         APPROX. 9.7 KM 0981845.1 |
 HE0853| HE0706 HUMBOLDT MUNICIPAL TANK             APPROX.14.0 KM 1520208.8 |
 HE0853| CL4247 BARNHART RM 3                        21.938 METERS 17059     |
 HE0853| CL4248 BARNHART RM 4                        20.630 METERS 17129     |
 HE0853| CL4244 BARNHART AZ MK                                     1895814.9 |
 HE0853| HE0856 YATES CTR WOODSON CO CTHSE          APPROX.20.1 KM 2571419.7 |
 HE0853| HE0857 YATES CTR MUNICIPAL TANK            APPROX.20.1 KM 2574958.1 |
 HE0853| HE0854 PIQUA ST MARTINS CHURCH SPIRE       APPROX. 2.5 KM 2581038.4 |
 HE0853| CL4246 BARNHART RM 2                        37.521 METERS 26114     |
 HE0853|---------------------------------------------------------------------|
 HE0853
 HE0853                          SUPERSEDED SURVEY CONTROL
 HE0853
 HE0853  NAD 83(1997)-  37 55 19.74285(N)    095 30 36.12522(W) AD(       ) 1
 HE0853  NAD 83(1986)-  37 55 19.74116(N)    095 30 36.11539(W) AD(       ) 1
 HE0853  NAD 27      -  37 55 19.61300(N)    095 30 35.17300(W) AD(       ) 1
 HE0853  NGVD 29 (02/23/90)  324.4    (m)         1064.     (f) GPS OBS        
 HE0853
 HE0853.Superseded values are not recommended for survey control.
 HE0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0853.See file dsdata.txt to determine how the superseded data were derived.
 HE0853
 HE0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7937500149(NAD 83)
 HE0853_MARKER: DS = TRIANGULATION STATION DISK
 HE0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0853_SP_SET: CONCRETE POST
 HE0853_STAMPING: BARNHART 1934
 HE0853_MARK LOGO: CGS   
 HE0853_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0853+STABILITY: SURFACE MOTION
 HE0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0853+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1989
 HE0853
 HE0853  HISTORY     - Date     Condition        Report By
 HE0853  HISTORY     - 1934     MONUMENTED       CGS
 HE0853  HISTORY     - 1934     GOOD             CGS
 HE0853  HISTORY     - 1948     GOOD             CGS
 HE0853  HISTORY     - 1966     GOOD             CGS
 HE0853  HISTORY     - 1968     GOOD             USGS
 HE0853  HISTORY     - 19890701 GOOD             NGS
 HE0853
 HE0853                          STATION DESCRIPTION
 HE0853
 HE0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0853'STATION IS LOCATED ABOUT 6 MILES W OF IOLA, IN THE SW CORNER
 HE0853'OF THE SE 1/4 SEC. 26, T 24 S, R 17 E, ON LAND OWNED BY E.L.
 HE0853'BARNHART.  THE MARK IS SET 15 FEET N OF SECTION CORNER, 44
 HE0853'FEET N OF CENTER LINE OF U.S. HIGHWAY 54 IN HEDGE FENCE LINE.
 HE0853'
 HE0853'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0853'BRONZE DISKS SET IN CONCRETE.
 HE0853'
 HE0853'REFERENCE MARK NO. 1 IS 39.025 METERS (128.03 FEET) E OF
 HE0853'STATION, IN N RIGHT-OF-WAY FENCE LINE OF U.S. HIGHWAY 54, 29
 HE0853'FEET N OF CENTER LINE OF U.S. HIGHWAY 54.
 HE0853'
 HE0853'REFERENCE MARK NO. 2 IS 37.145 METERS (121.86 FEET) W OF
 HE0853'STATION, IN N RIGHT-OF-WAY FENCE LINE OF U.S. HIGHWAY 54,
 HE0853'31.5 FEET N OF CENTER LINE OF U.S. HIGHWAY 54.
 HE0853'
 HE0853'AZIMUTH MARK IS ABOUT 1 MILE DISTANT AIRLINE.
 HE0853'
 HE0853'REACHED FROM STATION BY GOING W 0.5 MILE ON U.S. HIGHWAY 54
 HE0853'TO COUNTY LINE ROAD, THENCE S 1.0 MILE TO CROSSROADS, THENCE
 HE0853'E 0.3 MILE TO FARM ENTRANCE ON RIGHT AND MARK.  MARK IS SET
 HE0853'19 FEET S OF CENTER LINE OF ROAD, 17 FEET W OF FARM ENTRANCE,
 HE0853'7 FEET W OF TELEPHONE POLE.
 HE0853'
 HE0853'REACHED FROM IOLA BY GOING W ON U.S. HIGHWAY 54 FOR 5.7 MILES
 HE0853'FROM W SIDE OF SQUARE TO TOP OF HILL AND STATION.  A DIM
 HE0853'UNGRADED ROAD RUNS S ALONG SECTION LINE, STARTING ON OPPOSITE
 HE0853'SIDE OF ROAD FROM MARK.
 HE0853'
 HE0853'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HE0853
 HE0853                          STATION RECOVERY (1934)
 HE0853
 HE0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 HE0853'RECOVERED IN GOOD CONDITION.
 HE0853
 HE0853                          STATION RECOVERY (1948)
 HE0853
 HE0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0853'THE STATION, REFERENCE MARK NO. 2, AND AZIMUTH MARK WERE
 HE0853'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO.
 HE0853'1 COULD NOT BE RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED.
 HE0853'A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.
 HE0853'
 HE0853'A COMPLETE DESCRIPTION FOLLOWS.
 HE0853'
 HE0853'THE STATION IS LOCATED ABOUT 6 MILES WEST OF IOLA, 1.5 MILE
 HE0853'EAST OF PIQUA, 44 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO.
 HE0853'54, 16 FEET NORTH OF AN EAST-WEST FENCE LINE, AND IN A FENCE
 HE0853'LINE BETWEEN TWO FIELDS.  IT PROJECTS ABOUT 8 INCHES AND IS
 HE0853'STAMPED BARNHART 1934.
 HE0853'
 HE0853'REFERENCE MARK NO. 2 IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED
 HE0853'FIELD, 31.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 54,
 HE0853'AND 2 FEET NORTH OF A FENCE LINE.  IT PROJECTS 1 INCH AND IS
 HE0853'STAMPED BARNHART NO 2 1934.
 HE0853'
 HE0853'REFERENCE MARK NO. 3 IS 27 FEET SOUTH OF THE CENTER OF U.S.
 HE0853'HIGHWAY NO. 54 AND 2 FEET NORTH OF AN EAST-WEST FENCE.  IT
 HE0853'PROJECTS 3 INCHES AND IS STAMPED BARNHART NO 3 1934.
 HE0853'
 HE0853'AZIMUTH MARK IS 26.5 FEET WEST OF THE CENTER OF A FARM ROAD,
 HE0853'21 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 13 FEET WEST
 HE0853'OF A POWER LINE POLE, 2 FEET EAST OF A WITNESS POST, AND 2
 HE0853'FEET NORTH OF A FENCE.  IT PROJECTS 8 INCHES AND IS STAMPED
 HE0853'BARNHART AZI 1934.
 HE0853'
 HE0853'TO REACH THE STATION FROM THE WEST SIDE OF THE SQUARE IN
 HE0853'IOLA, GO WEST ON U.S. HIGHWAY NO. 54 FOR 5.7 MILES TO THE TOP
 HE0853'OF A HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 HE0853'
 HE0853'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 HE0853'HIGHWAY 54 FOR 0.5 MILE, TURN LEFT AND GO SOUTH ON GRAVELED
 HE0853'ROAD FOR 1.0 MILE TO A CROSSROAD, TURN LEFT, EAST, AND GO 0.3
 HE0853'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 HE0853'
 HE0853'AN 87 FOOT SIGNAL AT HATCH 1934 IS VISIBLE AT 4 FEET.
 HE0853'
 HE0853'A 74 FOOT SIGNAL AT COLONY IS VISIBLE AT 15 FEET.
 HE0853'
 HE0853'A 74 FOOT SIGNAL AT LONE ELM IS VISIBLE AT 15 FEET.
 HE0853'
 HE0853'AN 87 FOOT SIGNAL AT IOLA 1934 IS VISIBLE AT 15 FEET.
 HE0853'
 HE0853'AN 87 FOOT SIGNAL AT MORAN IS VISIBLE AT 37 FEET.
 HE0853'
 HE0853'A 4 FOOT SIGNAL AT BEACON.W. IS VISIBLE AT 15 FEET.
 HE0853'
 HE0853'AN 87 FOOT SIGNAL AT CATION 1940 IS VISIBLE AT 15 FEET.
 HE0853'
 HE0853'A 4 FOOT SIGNAL AT HUMBOLT IS VISIBLE AT 37 FEET.
 HE0853'
 HE0853'A 74 FOOT SIGNAL AT ROSE 1934 IS VISIBLE AT 4 FEET.
 HE0853
 HE0853                          STATION RECOVERY (1966)
 HE0853
 HE0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 HE0853'THE STATION MARK, AND THE AZIMUTH MARK WERE RECOVERED AND
 HE0853'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS FOUND
 HE0853'DISPLACED.  REFERENCE MARK NO. 2 WAS RECOVERED BUT IT WAS
 HE0853'ASSUMED THE MARK MUST OF BEEN RESET BECAUSE THE DISTANCE FAILED
 HE0853'TO CHECK BY 1.26 FEET AND THE DIRECTION FAILED TO CHECK BY
 HE0853'2 DEGREES 52 MINUTES 52 SECONDS.  THE DIRECTION BETWEEN THE
 HE0853'PIQUA CHURCH SPIRE AND THE AZIMUTH MARK WAS VERIFIED.
 HE0853'
 HE0853'REFERENCE MARK NO. 4 WAS SET.
 HE0853'
 HE0853'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HE0853'
 HE0853'THE STATION IS LOCATED ABOUT 6 MILES WEST OF IOLA, 1.5 MILES
 HE0853'EAST OF PIQUA, IN THE SOUTHWEST CORNER OF A PASTURE OWNED BY
 HE0853'MR. E.L. BARNHART, AND ON THE NORTH SIDE OF OLD U.S. HIGHWAY 54.
 HE0853'
 HE0853'TO REACH THE STATION FROM THE STOP LIGHT AT THE JUNCTION OF
 HE0853'U.S. HIGHWAYS 54 AND 169 IN IOLA, GO WEST ON U.S. HIGHWAY 54
 HE0853'FOR 4.85 MILES TO A CROSSROAD.  TURN RIGHT ACROSS RAILROAD TRACK
 HE0853'AND GO NORTH FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 HE0853'LEFT AND GO WEST ON OLD HIGHWAY 54 FOR 0.5 MILE TO A FENCE
 HE0853'CORNER AND THE STATION ON THE RIGHT.
 HE0853'
 HE0853'STATION MARK, A STANDARD DISK STAMPED BARNHART 1934, IS SET
 HE0853'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 HE0853'IT IS 43.5 FEET NORTH OF THE CENTER OF OLD HIGHWAY 54, 16.5
 HE0853'FEET NORTH OF AN EAST-WEST FENCE, 16.5 FEET NORTH OF A METAL
 HE0853'WITNESS POST, AND 2 FEET EAST OF A NORTH-SOUTH FENCE.  THE
 HE0853'UNDERGROUND DISK WAS NOT INSPECTED.
 HE0853'
 HE0853'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BARNHART NO 2
 HE0853'1934, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HE0853'10 INCHES.  IT IS 25 FEET NORTH OF THE CENTER OF OLD HIGHWAY 54,
 HE0853'AND 17 FEET WEST OF A TELEPHONE POLE.
 HE0853'
 HE0853'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BARNHART NO 4 1934,
 HE0853'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 HE0853'INCHES.  IT IS 23.5 FEET SOUTH OF THE CENTER OF OLD HIGHWAY 54,
 HE0853'9.5 FEET EAST OF A FIELD ENTRANCE, AND 4 FEET SOUTHWEST OF
 HE0853'THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT.
 HE0853'
 HE0853'AZIMUTH MARK, A STANDARD DISK STAMPED BARNHART AZI 1934, IS
 HE0853'SET IN TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 HE0853'IT IS 73 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE,
 HE0853'25.5 FEET WEST OF THE CENTER OF A DRIVEWAY, 24 FEET SOUTH OF
 HE0853'THE CENTER OF A GRAVELED ROAD, AND 15.5 FEET NORTHWEST OF A
 HE0853'POWERLINE POLE.
 HE0853'
 HE0853'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON OLD
 HE0853'HIGHWAY 54 FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT AND GO
 HE0853'SOUTH ON A GRAVELED ROAD FOR 0.1 MILE TO U.S. HIGHWAY 54.  CONTINUE
 HE0853'SOUTH ON THE GRAVELED ROAD FOR 0.9 MILE TO A CROSSROAD.  TURN
 HE0853'LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.25 MILE TO A BRICK
 HE0853'HOUSE AND THE MARK ON THE RIGHT.
 HE0853
 HE0853                          STATION RECOVERY (1968)
 HE0853
 HE0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HE0853'STATION MARK AND AZIMUTH MARK FOUND IN GOOD CONDITION AS
 HE0853'DESCRIBED.
 HE0853'
 HE0853'DISTANCES AND DIRECTIONS TO REF. MKS 2 AND 3 DO NOT CHECK.
 HE0853'
 HE0853'A NEW DESCRIPTION FOR REF. MKS FOLLOWS- REF MK NO 3 NOT FOUND
 HE0853'AS DESCRIBED.  A MARK WAS FOUND WITH THE NUMBER 3 CUT OUT AND
 HE0853'NO 4 STAMPED OVER CUT.  THE DIRECTION SOUTH AGREES WITH THAT
 HE0853'GIVEN FOR NO. 3 HOWEVER THE DISTANCE DOES NOT CHECK.  A
 HE0853'DESCRIPTION FOR REF. MK NO. 4 FOLLOWS- REF. MK NO. 4 IS SSE OF
 HE0853'THE OLD HWY. 54, 24 FEET SOUTH AND 10 FEET EAST OF CENTER
 HE0853'OF OLD HWY. 54 AT A FIELD ENTRANCE SOUTH.  A CHECK ON THE
 HE0853'DIRECTION AND DISTANCE FROM THE STATION TO RM NO. 2 INDICATES
 HE0853'THAT RM NO. 2 HAS BEEN MOVED.  THE POST NOW IS AT THE INSIDE
 HE0853'EDGE OF A CULT. FIELD AND THE FENCE DESCRIBED IN DESCRIPTION
 HE0853'IS GONE.
 HE0853'
 HE0853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6
 HE0853'MI W OF IOLA AND 1.5 MI E OF PIQUA.
 HE0853
 HE0853                          STATION RECOVERY (1989)
 HE0853
 HE0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HE0853'THE STATION IS LOCATED ABOUT 9.65 KM (6.00 MI) WEST OF IOLA, 2.4 KM
 HE0853'(1.50 MI) EAST OF PIQUA, ALONG OLD HIGHWAY, IN SOUTHWEST CORNER OF A
 HE0853'CULTIVATED FIELD, AT A HALF-SECTION FENCE LINE, ON THE SOUTH EDGE OF
 HE0853'SECTION 26, T 24 S, R 17 E.  OWNERSHIP--DON BARNHART, ROUTE 1, IOLA KS
 HE0853'66749.  PHONE (316)365-3514.
 HE0853'TO REACH THE STATION FROM THE POST OFFICE IN PIQUA, GO EAST ON SECOND
 HE0853'STREET ON PAVED, THEN GRAVEL ROAD FOR 1.5 KM (0.95 MI) TO A GRAVEL
 HE0853'CROSSROAD AT A CEMETERY.  CONTINUE EAST ON PAVED ROAD FOR 0.8 KM
 HE0853'(0.50 MI) TO A FENCE CORNER AND THE STATION ON THE LEFT.
 HE0853'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 HE0853'CONCRETE POST PROJECTING 15 CM ABOVE THE GROUND IN LOW WEEDS.  LOCATED
 HE0853'13.5 M (44.3 FT) NORTH OF THE ROAD CENTER, 4.8 M (15.7 FT) NORTH OF A
 HE0853'FENCE CORNER AND A METAL WITNESS POST AND 0.6 M (2.0 FT) EAST OF A
 HE0853'WIRE FENCE.
 HE0853'DESCRIBED BY G.R. HEID, TYPED BY HJS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0699 ***********************************************************************
 KH0699  DESIGNATION -  BARTLETT
 KH0699  PID         -  KH0699
 KH0699  STATE/COUNTY-  KS/CHEYENNE
 KH0699  USGS QUAD   -  BIRD CITY NORTH (1976)
 KH0699
 KH0699                         *CURRENT SURVEY CONTROL
 KH0699  ___________________________________________________________________
 KH0699* NAD 83(1997)-  39 50 37.46566(N)    101 33 35.14069(W)     ADJUSTED  
 KH0699* NAVD 88     -      1050.     (meters)    3445.     (feet)  SCALED    
 KH0699  ___________________________________________________________________
 KH0699  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 KH0699  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 KH0699
 KH0699  HORZ ORDER  -  SECOND
 KH0699
 KH0699.The horizontal coordinates were established by classical geodetic methods
 KH0699.and adjusted by the National Geodetic Survey in October 1998..
 KH0699
 KH0699.The orthometric height was scaled from a topographic map.
 KH0699
 KH0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0699
 KH0699.The geoid height was determined by GEOID03.
 KH0699
 KH0699;                    North         East     Units Scale Factor Converg.
 KH0699;SPC KS N     -   173,667.096    95,401.796   MT  1.00001036   -2 15 08.3
 KH0699;UTM  14      - 4,413,549.791   280,989.114   MT  1.00019055   -1 38 26.4
 KH0699
 KH0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0699!SPC KS N     -   0.99983891  x   1.00001036  =   0.99984927
 KH0699!UTM  14      -   0.99983891  x   1.00019055  =   1.00002943
 KH0699
 KH0699:                Primary Azimuth Mark                     Grid Az
 KH0699:SPC KS N     -  MCDONALD MUNICIPAL TANK                  113 48 26.7
 KH0699:UTM  14      -  MCDONALD MUNICIPAL TANK                  113 11 44.8
 KH0699
 KH0699|---------------------------------------------------------------------|
 KH0699| PID    Reference Object                     Distance      Geod. Az  |
 KH0699|                                                           dddmmss.s |
 KH0699| KH0635 MCDONALD MUNICIPAL TANK             APPROX.17.7 KM 1113318.4 |
 KH0699| KH0709 BIRD CITY MUNICIPAL TANK            APPROX.11.1 KM 1680429.9 |
 KH0699| KH0708 BIRD CITY MUNICIPAL APT BEACON      APPROX.11.3 KM 1685001.9 |
 KH0699| KH0703 WHEELER EQUITY COOP ELEVATOR        APPROX.15.8 KM 2362447.9 |
 KH0699| CP7372 BARTLETT RM 1                        19.368 METERS 25727     |
 KH0699| CP7371 BARTLETT AZ MK                                     2723848.7 |
 KH0699| CP7373 BARTLETT RM 2                        27.300 METERS 31255     |
 KH0699|---------------------------------------------------------------------|
 KH0699
 KH0699                          SUPERSEDED SURVEY CONTROL
 KH0699
 KH0699  NAD 83(1997)-  39 50 37.46556(N)    101 33 35.14081(W) AD(       ) 2
 KH0699  NAD 83(1986)-  39 50 37.46525(N)    101 33 35.14174(W) AD(       ) 2
 KH0699  NAD 27      -  39 50 37.48500(N)    101 33 33.54000(W) AD(       ) 2
 KH0699
 KH0699.Superseded values are not recommended for survey control.
 KH0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0699.See file dsdata.txt to determine how the superseded data were derived.
 KH0699
 KH0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK8098913550(NAD 83)
 KH0699_MARKER: DS = TRIANGULATION STATION DISK
 KH0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0699
 KH0699  HISTORY     - Date     Condition        Report By
 KH0699  HISTORY     - 1951     MONUMENTED       CGS
 KH0699
 KH0699                          STATION DESCRIPTION
 KH0699
 KH0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0699'THE STATION IS LOCATED ABOUT 10.5 MILES NORTHWEST OF MC DONALD
 KH0699'AND ABOUT 6.5 MILES NORTH-NORTHWEST OF BIRD CITY ON THE ROAD
 KH0699'RIGHT-OF-WAY, 34 FEET EAST OF THE CENTER OF A DIRT ROAD, 14
 KH0699'FEET SOUTHWEST OF A POWERLINE POLE, 5 FEET NORTH OF A FENCE
 KH0699'CORNER AND 1 FOOT NORTH OF A WITNESS POST.  IT IS STAMPED
 KH0699'BARTLETT 1951 AND PROJECTS 3 INCHES.
 KH0699'
 KH0699'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 33 FEET SOUTH
 KH0699'OF THE CENTER OF AN EAST-WEST ROAD AND 25 FEET WEST OF THE
 KH0699'CENTER OF A NORTH-SOUTH ROAD.  IT IS STAMPED BARTLETT NO 1
 KH0699'1951 AND PROJECTS 2 INCHES.
 KH0699'
 KH0699'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 38 FEET NORTH
 KH0699'OF THE CENTER OF AN EAST-WEST ROAD, 33 FEET WEST OF THE CENTER
 KH0699'OF A NORTH-SOUTH ROAD AND 1 FOOT EAST OF A TELEPHONE POLE.  IT
 KH0699'IS STAMPED BARTLETT NO 2 1951 AND IS FLUSH WITH THE GROUND
 KH0699'SURFACE.
 KH0699'
 KH0699'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 33 FEET NORTH
 KH0699'OF THE CENTER OF AN EAST-WEST ROAD, 1 FOOT EAST OF A TELEPHONE
 KH0699'POLE AND WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 KH0699'LINE.  IT IS STAMPED BARTLETT 1951 AND PROJECTS 4 INCHES.
 KH0699'
 KH0699'TO REACH THE STATION FROM THE POST OFFICE IN BIRD CITY, GO NORTH
 KH0699'FOR 0.4 MILE TO U.S. HIGHWAY 36, CONTINUE NORTH ON DIRT ROAD
 KH0699'FOR 1.0 MILE TO A T INTERSECTION, TURN RIGHT AND GO EAST ON
 KH0699'DIRT ROAD FOR 0.5 MILE TO A T ROAD LEFT.  TURN LEFT AND GO
 KH0699'NORTH ON GRAVELED ROAD FOR 4.0 MILES TO A CROSSROAD, TURN LEFT
 KH0699'AND GO WEST FOR 2.0 MILES TO A T INTERSECTION, TURN RIGHT AND
 KH0699'GO NORTH FOR 1.0 MILE TO A T ROAD LEFT AND STATION ON RIGHT AS
 KH0699'DESCRIBED.  (TURN LEFT AND GO WEST FOR 0.25 MILE TO AZIMUTH
 KH0699'MARK ON RIGHT AS DESCRIBED.)
 KH0699'
 KH0699'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0766 ***********************************************************************
 HE0766  DESIGNATION -  BARTLETT
 HE0766  PID         -  HE0766
 HE0766  STATE/COUNTY-  KS/LABETTE
 HE0766  USGS QUAD   -  EDNA (1974)
 HE0766
 HE0766                         *CURRENT SURVEY CONTROL
 HE0766  ___________________________________________________________________
 HE0766* NAD 83(1997)-  37 02 52.86328(N)    095 16 13.04885(W)     ADJUSTED  
 HE0766* NAVD 88     -       288.5    (meters)     947.     (feet)  VERTCON   
 HE0766  ___________________________________________________________________
 HE0766  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 HE0766  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HE0766
 HE0766  HORZ ORDER  -  SECOND
 HE0766
 HE0766.The horizontal coordinates were established by classical geodetic methods
 HE0766.and adjusted by the National Geodetic Survey in October 1998..
 HE0766
 HE0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0766
 HE0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0766
 HE0766.The geoid height was determined by GEOID03.
 HE0766
 HE0766;                    North         East     Units Scale Factor Converg.
 HE0766;SPC KS S     -   447,300.809   687,257.845   MT  1.00005017   +1 59 05.1
 HE0766;SPC OK N     -   230,660.899   842,806.470   MT  1.00006345   +1 36 39.3
 HE0766;SPC OK N     -   756,759.97  2,765,107.56   sFT  1.00006345   +1 36 39.3
 HE0766;UTM  15      - 4,102,609.697   298,110.888   MT  1.00010214   -1 22 05.8
 HE0766
 HE0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0766!SPC KS S     -   0.99995937  x   1.00005017  =   1.00000954
 HE0766!SPC OK N     -   0.99995937  x   1.00006345  =   1.00002282
 HE0766!UTM  15      -   0.99995937  x   1.00010214  =   1.00006151
 HE0766
 HE0766|---------------------------------------------------------------------|
 HE0766| PID    Reference Object                     Distance      Geod. Az  |
 HE0766|                                                           dddmmss.s |
 HE0766| CL4250 BARTLETT RM 1                        21.953 METERS 07823     |
 HE0766| HE0772 BARTLETT 2                            6.471 METERS 17149     |
 HE0766| CL4249 BARTLETT AZ MK                                     2715530.2 |
 HE0766| HE0770 BARTLETT 2 AZ MK                    APPROX. 0.5 KM 2725309.1 |
 HE0766| HE0769 EDNA MUNICIPAL TANK                 APPROX. 7.9 KM 2770231.7 |
 HE0766| CL4251 BARTLETT RM 2                        23.721 METERS 27901     |
 HE0766| HE0760 ALTAMONT W MUNICIPAL TANK           APPROX.15.9 KM 3520225.1 |
 HE0766|---------------------------------------------------------------------|
 HE0766
 HE0766                          SUPERSEDED SURVEY CONTROL
 HE0766
 HE0766  NAD 83(1997)-  37 02 52.86671(N)    095 16 13.04908(W) AD(       ) 2
 HE0766  NAD 83(1986)-  37 02 52.87993(N)    095 16 13.03562(W) AD(       ) 2
 HE0766  NAD 27      -  37 02 52.61445(N)    095 16 12.15393(W) AD(       ) 2
 HE0766  NGVD 29 (07/19/86)  288.4    (m)          946.     (f) VERT ANG       
 HE0766
 HE0766.Superseded values are not recommended for survey control.
 HE0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0766.See file dsdata.txt to determine how the superseded data were derived.
 HE0766
 HE0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9811102610(NAD 83)
 HE0766_MARKER: DS = TRIANGULATION STATION DISK
 HE0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0766
 HE0766  HISTORY     - Date     Condition        Report By
 HE0766  HISTORY     - 1958     MONUMENTED       CGS
 HE0766  HISTORY     - 1965     GOOD             CGS
 HE0766  HISTORY     - 1966     GOOD             CGS
 HE0766  HISTORY     - 1978     GOOD             NGS
 HE0766
 HE0766                          STATION DESCRIPTION
 HE0766
 HE0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 HE0766'THE STATION IS LOCATED ABOUT 5 MILES EAST OF EDNA AND 3 MILES
 HE0766'WEST OF BARTLETT ALONG THE SOUTH SIDE OF U.S. HIGHWAY 166,
 HE0766'NEAR THE NORTH EDGE OF A PASTURE.  IT IS 42 FEET SOUTH OF
 HE0766'THE CENTER OF U.S. HIGHWAY 166 AND 14 FEET SOUTH OF AN EAST-WEST
 HE0766'FENCE LINE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 HE0766'GROUND AND IS STAMPED BARTLETT 1958.
 HE0766'
 HE0766'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF THE CENTER OF U.S.
 HE0766'HIGHWAY 166 AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 HE0766'THE MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND
 HE0766'AND IS STAMPED BARTLETT NO 1 1958.
 HE0766'
 HE0766'REFERENCE MARK NO. 2 IS 28 FEET SOUTH OF THE CENTER OF U.S.
 HE0766'HIGHWAY 166 AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 HE0766'THE MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND
 HE0766'AND IS STAMPED BARTLETT NO 2 1958.
 HE0766'
 HE0766'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 HE0766'166, 2 FEET EAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF
 HE0766'AN EAST-WEST FENCE LINE.  THE MARK PROJECTS 1 INCH ABOVE
 HE0766'THE SURFACE OF THE GROUND AND IS STAMPED BARTLETT 1958.
 HE0766'
 HE0766'TO REACH THE STATION FROM THE POST OFFICE IN BARTLETT GO
 HE0766'SOUTH ON STATE HIGHWAY 134 FOR 0.3 MILE TO THE JUNCTION
 HE0766'WITH U.S. HIGHWAY 166.  TURN RIGHT ON U.S. HIGHWAY 166 AND
 HE0766'GO 3.15 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 HE0766'
 HE0766'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT
 HE0766'AHEAD, WEST, ON U.S. HIGHWAY 166 AND GO 0.3 MILE TO THE
 HE0766'MARK ON THE RIGHT AS DESCRIBED.
 HE0766'
 HE0766'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 HE0766
 HE0766                          STATION RECOVERY (1965)
 HE0766
 HE0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0766'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HE0766'WERE RECOVERED.  THE FENCE, AS DESCRIBED IN THE 1958 DESCRIPTION
 HE0766'HAS BEEN MOVED ABOUT 4 FEET SOUTH.  FOLLOWING IS A COMPLETE
 HE0766'NEW DESCRIPTION.
 HE0766'
 HE0766'THE STATION IS ABOUT 3-1/4 MILES WEST AND 1/2 MILE SOUTH
 HE0766'OF BARTLETT NEAR THE NORTH EDGE OF A PASTURE OWNED BY A.D.
 HE0766'GRAVES.
 HE0766'
 HE0766'TO REACH THE STATION FROM THE POST OFFICE IN BARTLETT, GO
 HE0766'SOUTH ON STATE HIGHWAY 134 FOR 0.3 MILE TO U.S. HIGHWAY
 HE0766'166.  TURN RIGHT AND GO WEST ON HIGHWAY 166 FOR 3.15 MILES
 HE0766'TO THE STATION ON THE LEFT.  CONTINUE WEST FOR 0.3 MILE
 HE0766'TO THE AZIMUTH MARK ON THE RIGHT.
 HE0766'
 HE0766'THE STATION MARK IS A STANDARD DISK, STAMPED BARTLETT 1958,
 HE0766'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 HE0766'THE GROUND SURFACE.  IT IS 41.1 FEET SOUTH OF THE CENTERLINE
 HE0766'OF THE HIGHWAY, 25.6 FEET WEST-SOUTHWEST OF A WITNESS POST
 HE0766'1A AND 7A)
 HE0766'
 HE0766'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BARTLETT NO 1
 HE0766'1958, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HE0766'1 INCH ABOVE THE GROUND SURFACE.  IT IS 27.3 FEET SOUTH OF
 HE0766'THE CENTERLINE OF THE HIGHWAY, 3.2 FEET NORTH OF THE SOUTH
 HE0766'RIGHT-OF-WAY FENCE AND AT ABOUT THE SAME ELEVATION AS THE
 HE0766'STATION.
 HE0766'
 HE0766'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BARTLETT NO 2
 HE0766'1958, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HE0766'1 INCH ABOVE THE GROUND SURFACE.  IT IS 28.2 FEET SOUTH OF
 HE0766'THE CENTERLINE OF THE HIGHWAY, 2.2 FEET NORTH OF THE
 HE0766'SOUTH-RIGHT-OF-WAY FENCE AND AT ABOUT THE SAME ELEVATION
 HE0766'AS THE STATION.
 HE0766'
 HE0766'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BARTLETT 1958,
 HE0766'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HE0766'1 INCH ABOVE THE GROUND SURFACE.  IT IS 28.0 FEET NORTH OF
 HE0766'THE CENTERLINE OF THE HIGHWAY, 2.0 FEET EAST OF A TELEPHONE
 HE0766'LINE POLE AND 1.0 FEET SOUTH OF A NORTH-RIGHT-OF-WAY FENCE.
 HE0766'
 HE0766'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 HE0766
 HE0766                          STATION RECOVERY (1966)
 HE0766
 HE0766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0766'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 HE0766'MARK WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
 HE0766'HOWEVER, THE RIGHT-OF-WAY FENCE 1.0 FEET NORTH OF THE AZIMUTH
 HE0766'MARK HAS BEEN REMOVED.
 HE0766'
 HE0766'ALL OBJECTS VISIBLE AT 30 FEET.
 HE0766
 HE0766                          STATION RECOVERY (1978)
 HE0766
 HE0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HE0766'STATION MARKS, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HE0766'RECOVERED AS DESCRIBED IN 1965, HOWEVER, ALL MARKS ARE IN THE WAY OF
 HE0766'CONSTRUCTION DURING THE WIDENING OF U.S. HIGHWAY 166.  BARTLETT 2,
 HE0766'REFERENCE MARKS 3, 4, AND BARTLETT 2 AZ MK WERE ESTABLISHED.
 HE0766'
 HE0766'THE DIRECTION TO RM 1 AND RM 2 FROM THE AZIMUTH MARK WERE 16 SECONDS
 HE0766'LARGER AND 14 SECONDS SMALLER RESPECTIVELY.  THE DIRECTION TO THE
 HE0766'ALTAMONT WEST MUNICIPAL WATER TANK WAS 12.7 SECONDS LARGER.  THE
 HE0766'DISTANCE TO RM 1 WAS 0.004 METER LONGER AND THE DISTANCE TO RM 2 WAS
 HE0766'0.002 METER SHORTER.
 HE0766'
 HE0766'ALL MARKS WITH THE EXCEPTION OF THE UNDERGROUND MARK WERE DESTROYED
 HE0766'AFTER BARTLETT 2 WAS ESTABLISHED.  THE DISKS WERE SALVAGED.  THE
 HE0766'UNDERGROUND MARK WILL BE DESTROYED IN THE IMMEDIATE FUTURE DUE TO
 HE0766'THE CONSTRUCTION OF A DRAINAGE DITCH FOR THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0772 ***********************************************************************
 HE0772  DESIGNATION -  BARTLETT 2
 HE0772  PID         -  HE0772
 HE0772  STATE/COUNTY-  KS/LABETTE
 HE0772  USGS QUAD   -  EDNA (1974)
 HE0772
 HE0772                         *CURRENT SURVEY CONTROL
 HE0772  ___________________________________________________________________
 HE0772* NAD 83(1997)-  37 02 52.65550(N)    095 16 13.01154(W)     ADJUSTED  
 HE0772* NAVD 88     -       288.7    (meters)     947.     (feet)  VERTCON   
 HE0772  ___________________________________________________________________
 HE0772  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 HE0772  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HE0772
 HE0772  HORZ ORDER  -  SECOND
 HE0772
 HE0772.The horizontal coordinates were established by classical geodetic methods
 HE0772.and adjusted by the National Geodetic Survey in October 1998..
 HE0772
 HE0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0772
 HE0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0772
 HE0772.The geoid height was determined by GEOID03.
 HE0772
 HE0772;                    North         East     Units Scale Factor Converg.
 HE0772;SPC KS S     -   447,294.439   687,258.989   MT  1.00005018   +1 59 05.1
 HE0772;SPC OK N     -   230,654.522   842,807.572   MT  1.00006344   +1 36 39.4
 HE0772;SPC OK N     -   756,739.04  2,765,111.18   sFT  1.00006344   +1 36 39.4
 HE0772;UTM  15      - 4,102,603.271   298,111.657   MT  1.00010213   -1 22 05.8
 HE0772
 HE0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0772!SPC KS S     -   0.99995934  x   1.00005018  =   1.00000952
 HE0772!SPC OK N     -   0.99995934  x   1.00006344  =   1.00002278
 HE0772!UTM  15      -   0.99995934  x   1.00010213  =   1.00006147
 HE0772
 HE0772|---------------------------------------------------------------------|
 HE0772| PID    Reference Object                     Distance      Geod. Az  |
 HE0772|                                                           dddmmss.s |
 HE0772| CL4252 BARTLETT 2 RM 3                      38.789 METERS 00250     |
 HE0772| CL4253 BARTLETT 2 RM 4                      29.516 METERS 08911     |
 HE0772| CL4249 BARTLETT AZ MK                                     2723821.5 |
 HE0772| HE0770 BARTLETT 2 AZ MK                    APPROX. 0.5 KM 2733301.9 |
 HE0772| HE0766 BARTLETT                              6.471 METERS 35149     |
 HE0772| HE0760 ALTAMONT W MUNICIPAL TANK           APPROX.15.9 KM 3520224.8 |
 HE0772|---------------------------------------------------------------------|
 HE0772
 HE0772                          SUPERSEDED SURVEY CONTROL
 HE0772
 HE0772  NAD 83(1997)-  37 02 52.65893(N)    095 16 13.01177(W) AD(       ) 2
 HE0772  NAD 83(1986)-  37 02 52.67276(N)    095 16 12.99843(W) AD(       ) 2
 HE0772  NAD 27      -  37 02 52.40667(N)    095 16 12.11662(W) AD(       ) 2
 HE0772  NGVD 29 (07/19/86)  288.6    (m)          947.     (f) VERT ANG       
 HE0772
 HE0772.Superseded values are not recommended for survey control.
 HE0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0772.See file dsdata.txt to determine how the superseded data were derived.
 HE0772
 HE0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9811202603(NAD 83)
 HE0772_MARKER: DS = TRIANGULATION STATION DISK
 HE0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0772
 HE0772  HISTORY     - Date     Condition        Report By
 HE0772  HISTORY     - 1978     MONUMENTED       NGS
 HE0772
 HE0772                          STATION DESCRIPTION
 HE0772
 HE0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HE0772'STATION IS ABOUT 10 MILES SOUTH OF ALTAMONT, 7 MILES EAST OF EDNA,
 HE0772'3-1/2 MILES WEST OF BARTLETT AND ON THE SOUTH RIGHT-OF-WAY OF
 HE0772'U.S. HIGHWAY 166.
 HE0772'
 HE0772'TO REACH THE STATION FROM THE POST OFFICE IN BARTLETT, GO SOUTH ON
 HE0772'STATE HIGHWAY 134 TO THE JUNCTION OF U.S. HIGHWAY 166.  TURN RIGHT
 HE0772'AND GO WEST ON HIGHWAY 166 FOR 3.35 MILES TO THE STATION ON THE LEFT.
 HE0772'
 HE0772'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON THE
 HE0772'HIGHWAY FOR 0.35 MILE TO THE MARK ON THE RIGHT.
 HE0772'
 HE0772'STATIONS MARKS ARE STANDARD DISKS, STAMPED---BARTLETT 2 1978.  THE
 HE0772'SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE WHICH
 HE0772'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 64 FEET SOUTH OF
 HE0772'THE CENTERLINE OF THE HIGHWAY AND 2 FEET EAST OF A WITNESS POST.  THE
 HE0772'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 HE0772'BELOW THE GROUND SURFACE.
 HE0772'
 HE0772'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---BARTLETT 2 NO 3
 HE0772'1978---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST WHICH IS FLUSH
 HE0772'WITH THE GROUND.  IT IS 64 FEET NORTH OF THE CENTERLINE OF THE
 HE0772'HIGHWAY, 1 FOOT WEST OF A WITNESS POST AND ABOUT 2-1/2 FEET LOWER
 HE0772'IN ELEVATION THAN THE STATION MARK.
 HE0772'
 HE0772'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---BARTLETT 2 NO 4
 HE0772'1978---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST WHICH IS
 HE0772'FLUSH WITH THE GROUND.  IT IS 63 FEET SOUTH OF THE CENTERLINE OF
 HE0772'THE HIGHWAY, 1 FOOT WEST OF A WITNESS POST AND ABOUT 1 FOOT LOWER
 HE0772'IN ELEVATION THAN THE STATION MARK.
 HE0772'
 HE0772'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BARTLETT 2 1978---SET IN
 HE0772'THE TOP OF A 10-INCH ROUND CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 HE0772'THE GROUND.  IT IS 64 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 HE0772'1.5 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0912 ***********************************************************************
 HH0912  DESIGNATION -  BASIN
 HH0912  PID         -  HH0912
 HH0912  STATE/COUNTY-  KS/CLARK
 HH0912  USGS QUAD   -  PROFFITT LAKE (1972)
 HH0912
 HH0912                         *CURRENT SURVEY CONTROL
 HH0912  ___________________________________________________________________
 HH0912* NAD 83(1997)-  37 12 54.63294(N)    100 00 03.06722(W)     ADJUSTED  
 HH0912* NAVD 88     -       678.     (meters)    2224.     (feet)  SCALED    
 HH0912  ___________________________________________________________________
 HH0912  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 HH0912  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 HH0912
 HH0912  HORZ ORDER  -  FIRST
 HH0912
 HH0912.The horizontal coordinates were established by classical geodetic methods
 HH0912.and adjusted by the National Geodetic Survey in October 1998..
 HH0912
 HH0912.The orthometric height was scaled from a topographic map.
 HH0912
 HH0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0912
 HH0912.The geoid height was determined by GEOID03.
 HH0912
 HH0912;                    North         East     Units Scale Factor Converg.
 HH0912;SPC KS S     -   461,948.950   266,788.400   MT  1.00001052   -0 55 20.3
 HH0912;UTM  14      - 4,119,212.075   411,198.467   MT  0.99969714   -0 36 19.3
 HH0912
 HH0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0912!SPC KS S     -   0.99989782  x   1.00001052  =   0.99990834
 HH0912!UTM  14      -   0.99989782  x   0.99969714  =   0.99959499
 HH0912
 HH0912:                Primary Azimuth Mark                     Grid Az
 HH0912:SPC KS S     -  BASIN AZ MK                              002 11 47.8
 HH0912:UTM  14      -  BASIN AZ MK                              001 52 46.8
 HH0912
 HH0912|---------------------------------------------------------------------|
 HH0912| PID    Reference Object                     Distance      Geod. Az  |
 HH0912|                                                           dddmmss.s |
 HH0912| CK8883 BASIN AZ MK                                        0011627.5 |
 HH0912| CK8884 BASIN RM 1                           12.001 METERS 09441     |
 HH0912| HH0080 J 180 RESET                          12.286 METERS 35732     |
 HH0912|---------------------------------------------------------------------|
 HH0912
 HH0912                          SUPERSEDED SURVEY CONTROL
 HH0912
 HH0912  NAD 83(1997)-  37 12 54.63955(N)    100 00 03.06800(W) AD(       ) 1
 HH0912  NAD 83(1986)-  37 12 54.63052(N)    100 00 03.06403(W) AD(       ) 1
 HH0912  NAD 27      -  37 12 54.53574(N)    100 00 01.57476(W) AD(       ) 1
 HH0912
 HH0912.Superseded values are not recommended for survey control.
 HH0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0912.See file dsdata.txt to determine how the superseded data were derived.
 HH0912
 HH0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1119819212(NAD 83)
 HH0912_MARKER: DE = TRAVERSE STATION DISK
 HH0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0912_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0912
 HH0912  HISTORY     - Date     Condition        Report By
 HH0912  HISTORY     - 1970     MONUMENTED       NGS
 HH0912
 HH0912                          STATION DESCRIPTION
 HH0912
 HH0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0912'THE STATION IS LOCATED ABOUT 12-1/2 MILES WEST OF ASHLAND, 12 MILES
 HH0912'NORTH OF ENGLEWOOD, 1-1/2 MILES NORTHWEST OF THE JUNCTION OF US
 HH0912'HIGHWAYS 160 AND 283 AND ON THE ROAD RIGHT OF WAY.
 HH0912'
 HH0912'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 160 AND 283,
 HH0912'ABOUT 12 MILES WEST OF ASHLAND, GO NORTHWEST ON US HIGHWAYS 160 AND
 HH0912'283, FOR 1.45 MILES TO WHERE THE HIGHWAY CURVES RIGHT AND LEADS
 HH0912'NORTH, CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE STATION ON
 HH0912'THE LEFT AS DESCRIBED.
 HH0912'
 HH0912'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED BASIN 1970, SET
 HH0912'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HH0912'GROUND.  IT IS 59 FEET WEST OF THE CENTER OF THE CENTER OF THE
 HH0912'HIGHWAY, 6.3 FEET NORTH OF A POWERLINE POLE, 3.3 FEET SOUTHEAST OF
 HH0912'A WITNESS POST AND 2.8 FEET EAST OF A FENCE.
 HH0912'
 HH0912'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BASIN NO 1 1970, SET IN
 HH0912'A DRILL HOLE IN A ROCK OUTCROP PROJECTING 2 INCHES.  IT IS 19 FEET
 HH0912'WEST OF THE CENTER OF THE HIGHWAY, 42.1 FEET EAST OF THE FENCE AND
 HH0912'40 FEET EAST OF THE POWERLINE POLE.
 HH0912'
 HH0912'BENCH MARK J 180 (RM 2) IS A STANDARD BENCH MARK DISK STAMPED J 180
 HH0912'RESET 1935, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 HH0912'4 INCHES.  IT IS 61 FEET WEST OF THE CENTER OF THE HIGHWAY, 46.8
 HH0912'FEET NORTH OF THE POWERLINE POLE AND 0.8 OF A FOOT EAST OF THE
 HH0912'FENCE.
 HH0912'
 HH0912'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BASIN 1970, SET IN A
 HH0912'DRILL HOLE IN THE WEST HEADWALL OF A CONCRETE CULVERT.  IT IS 22 FEET
 HH0912'WEST OF THE CENTER OF THE HIGHWAY, 39 FEET EAST OF A FENCE AND
 HH0912'2.5 FEET SOUTH OF A HIGHWAY DEPARTMENT CULVERT WITNESS POST.
 HH0912'
 HH0912'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON US HIGHWAYS
 HH0912'160 AND 283 FOR 0.4 MILE TO THE CONCRETE CULVERT AND THE MARK ON THE
 HH0912'LEFT AS DESCRIBED.
 HH0912'
 HH0912'THE DISTANCE BETWEEN RM 1 AND BENCH MARK 4 180 (RM 2) IS 59.75 FEET
 HH0912'OR 18.213 METERS.
 HH0912'
 HH0912'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0838 ***********************************************************************
 HH0838  DESIGNATION -  BASKETT
 HH0838  PID         -  HH0838
 HH0838  STATE/COUNTY-  KS/STANTON
 HH0838  USGS QUAD   -  MANTER (1973)
 HH0838
 HH0838                         *CURRENT SURVEY CONTROL
 HH0838  ___________________________________________________________________
 HH0838* NAD 83(1997)-  37 30 21.88988(N)    101 58 16.35258(W)     ADJUSTED  
 HH0838* NAVD 88     -      1103.6    (meters)    3621.     (feet)  VERTCON   
 HH0838  ___________________________________________________________________
 HH0838  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 HH0838  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 HH0838
 HH0838  HORZ ORDER  -  FIRST
 HH0838
 HH0838.The horizontal coordinates were established by classical geodetic methods
 HH0838.and adjusted by the National Geodetic Survey in October 1998..
 HH0838
 HH0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0838
 HH0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0838
 HH0838.The geoid height was determined by GEOID03.
 HH0838
 HH0838;                    North         East     Units Scale Factor Converg.
 HH0838;SPC KS S     -   498,874.607    93,164.384   MT  0.99996156   -2 07 59.4
 HH0838;SPC CO S     -   403,854.275 1,226,325.276   MT  0.99996170   +2 09 52.1
 HH0838;SPC CO S     - 1,324,978.57  4,023,368.84   sFT  0.99996170   +2 09 52.1
 HH0838;UTM  14      - 4,155,164.151   237,365.191   MT  1.00044973   -1 48 36.1
 HH0838;UTM  13      - 4,155,326.600   767,725.885   MT  1.00048299   +1 50 42.6
 HH0838
 HH0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0838!SPC KS S     -   0.99983064  x   0.99996156  =   0.99979221
 HH0838!SPC CO S     -   0.99983064  x   0.99996170  =   0.99979235
 HH0838!UTM  14      -   0.99983064  x   1.00044973  =   1.00028030
 HH0838!UTM  13      -   0.99983064  x   1.00048299  =   1.00031355
 HH0838
 HH0838:                Primary Azimuth Mark                     Grid Az
 HH0838:SPC KS S     -  JOHNSON MUN WATER TANK                   072 56 45.0
 HH0838:SPC CO S     -  JOHNSON MUN WATER TANK                   068 38 53.5
 HH0838:UTM  14      -  JOHNSON MUN WATER TANK                   072 37 21.7
 HH0838:UTM  13      -  JOHNSON MUN WATER TANK                   068 58 03.0
 HH0838
 HH0838|---------------------------------------------------------------------|
 HH0838| PID    Reference Object                     Distance      Geod. Az  |
 HH0838|                                                           dddmmss.s |
 HH0838| HH0837 JOHNSON MUN WATER TANK              APPROX.20.6 KM 0704845.6 |
 HH0838| HH0842 MANTER HIGH SCHOOL BRICK CHIM       APPROX. 7.8 KM 0731224.2 |
 HH0838| HH0843 MANTER MUN WATER TANK               APPROX. 7.8 KM 0743819.6 |
 HH0838| HH0840 MANTER COLLINGWOOD GRAIN ELEV       APPROX. 7.9 KM 0762622.2 |
 HH0838| HH0841 MANTER JOHNSON COOP GRAIN ELEV      APPROX. 7.7 KM 0770731.5 |
 HH0838| CM8357 BASKETT RM 1                         56.260 METERS 14045     |
 HH0838| CM8359 BASKETT RM 3                         56.138 METERS 14046     |
 HH0838| CM8360 BASKETT RM 4                         22.261 METERS 16744     |
 HH0838| CM8358 BASKETT RM 2                         68.979 METERS 23102     |
 HH0838| HJ0305 SAUNDERS SIDING GANO ELEV           APPROX. 7.2 KM 2364813.3 |
 HH0838| CM8356 BASKETT AZ MK                                      2683850.9 |
 HH0838| CM8361 BASKETT RM 5                         10.370 METERS 27345     |
 HH0838|---------------------------------------------------------------------|
 HH0838
 HH0838                          SUPERSEDED SURVEY CONTROL
 HH0838
 HH0838  NAD 83(1997)-  37 30 21.89001(N)    101 58 16.35255(W) AD(       ) 1
 HH0838  NAD 83(1997)-  37 30 21.89271(N)    101 58 16.34679(W) AD(       ) 1
 HH0838  NAD 83(1986)-  37 30 21.89375(N)    101 58 16.34393(W) AD(       ) 1
 HH0838  NAD 27      -  37 30 21.83284(N)    101 58 14.71287(W) AD(       ) 1
 HH0838  NGVD 29 (07/19/86) 1103.2    (m)         3619.     (f) VERT ANG       
 HH0838
 HH0838.Superseded values are not recommended for survey control.
 HH0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0838.See file dsdata.txt to determine how the superseded data were derived.
 HH0838
 HH0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG3736555164(NAD 83)
 HH0838_MARKER: DS = TRIANGULATION STATION DISK
 HH0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0838
 HH0838  HISTORY     - Date     Condition        Report By
 HH0838  HISTORY     - 1934     MONUMENTED       CGS
 HH0838  HISTORY     - 1937     GOOD             CGS
 HH0838  HISTORY     - 1953     GOOD             CGS
 HH0838  HISTORY     - 1961     GOOD             CGS
 HH0838  HISTORY     - 1964     GOOD             CGS
 HH0838
 HH0838                          STATION DESCRIPTION
 HH0838
 HH0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0838'STATION IS 4.5 MILES W OF AND 1 MILE S OF MANTER, IN THE
 HH0838'CENTER OF THE S EDGE OF SEC. 24, T 29 S, R 43 W.  IT IS 112
 HH0838'FEET N OF THE CENTER LINE OF AN E-W GRADED COUNTY ROAD, MARK
 HH0838'IS 10 INCHES BELOW THE SURFACE.
 HH0838'
 HH0838'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0838'BRONZE DISKS SET IN CONCRETE.
 HH0838'
 HH0838'REFERENCE MARK NO. 1 IS SSE OF STATION, 31 FEET S OF CENTER
 HH0838'LINE OF COUNTY ROAD AND PROJECTS 4 INCHES.
 HH0838'
 HH0838'REFERENCE MARK NO. 2 IS SW OF STATION, 31 FEET S OF CENTER LINE
 HH0838'OF COUNTY ROAD AND PROJECTS 4 INCHES.
 HH0838'
 HH0838'AZIMUTH MARK IS W OF STATION, 36 FEET W OF CENTER LINE OF N-S
 HH0838'ROAD, 36 FEET FROM CENTER LINE OF COUNTY ROAD (N) AND PROJECTS
 HH0838'4 INCHES.
 HH0838'
 HH0838'STATION IS REACHED FROM MANTER, BY DRIVING DUE E ON A GRADED ROAD
 HH0838'3.0 MILES FROM A POINT AT A ROAD INTERSECTION ABOUT 200 YARDS
 HH0838'W OF THE RAILROAD DEPOT AND ABOUT 40 YARDS N OF THE RAILROAD
 HH0838'TRACKS.  AT THE END OF 3.0 MILES TURN S AND DRIVE 1.0 MILE, AND
 HH0838'THEN TURN W AND DRIVE 1.5 MILES TO HIGHEST POINT OF ROAD AND
 HH0838'STATION.
 HH0838'
 HH0838'A 10-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 HH0838
 HH0838                          STATION RECOVERY (1937)
 HH0838
 HH0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 HH0838'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  EXCEPT IT SHOULD
 HH0838'READ, DRIVE W FROM MANTER INSTEAD OF E.
 HH0838
 HH0838                          STATION RECOVERY (1953)
 HH0838
 HH0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HH0838'THE STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARK
 HH0838'NUMBER TWO AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 HH0838'REFERENCE MARK NUMBER ONE HAD BEEN PUSHED OUT OF THE GROUND AND
 HH0838'WAS RESET AND STAMPED NO 3 1953.  A COMPLETE DESCRIPTION
 HH0838'FOLLOWS--
 HH0838'
 HH0838'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF A FIELD, 5
 HH0838'MILES AIRLINE WEST-SOUTHWEST OF MANTER AND 9.5 MILES AIRLINE
 HH0838'EAST-SOUTHEAST OF BUCKEYE.
 HH0838'
 HH0838'TO REACH FROM THE POST OFFICE IN TWO BUTTES, GO SOUTH ON A DIRT
 HH0838'ROAD FOR 0.3 MILE TO STATE HIGHWAY 116.  GO LEFT, EAST, ON STATE
 HH0838'HIGHWAY 116 FOR 22.3 MILES TO A T-ROAD ON THE RIGHT AT A SIGN
 HH0838'TO CAMPO.  GO RIGHT ON THE T-ROAD FOR 5.0 MILES TO A CROSSROAD.
 HH0838'TURN LEFT AND GO EAST FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 HH0838'LEFT AT A T-ROAD.  CONTINUE EAST FOR 0.5 MILE TO A FENCE CORNER
 HH0838'ON THE LEFT AND THE STATION.
 HH0838'
 HH0838'THE STATION MARK IS A STANDARD DISK STAMPED BASKETT 1934, SET
 HH0838'IN THE TOP OF AN 18-INCH-DIAMETER CONCRETE MONUMENT THAT IS
 HH0838'12 INCHES BELOW GROUND SURFACE.  IT IS 108 FEET NORTH OF THE
 HH0838'CENTER LINE OF A DIRT ROAD AND 34.5 FEET EAST OF A WHITE WITNESS
 HH0838'POST WHICH IS 1 FOOT EAST OF A FENCE LINE.
 HH0838'
 HH0838'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BASKETT NO 2
 HH0838'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 HH0838'PROJECTS 3 INCHES.  IT IS 24 FEET SOUTH OF THE CENTER LINE OF
 HH0838'A DIRT ROAD, 8 INCHES NORTH OF A FENCE LINE, AND ABOUT 3 FEET
 HH0838'LOWER THAN THE STATION.
 HH0838'
 HH0838'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED BASKETT
 HH0838'NO 3 1953, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 HH0838'THAT PROJECTS 10 INCHES.  IT IS 24 FEET SOUTH OF THE CENTER LINE
 HH0838'OF A DIRT ROAD, 18 INCHES NORTH OF A FENCE LINE, AND ABOUT 3
 HH0838'FEET LOWER THAN THE STATION.
 HH0838'
 HH0838'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BASKETT 1934, SET
 HH0838'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HH0838'8 INCHES.  IT IS IN THE SOUTHWEST CORNER OF AN UNCULTIVATED
 HH0838'FIELD, 42 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST DIRT
 HH0838'ROAD AND 27 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH DIRT
 HH0838'ROAD.
 HH0838
 HH0838                          STATION RECOVERY (1961)
 HH0838
 HH0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0838'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HH0838'CONDITION.  REFERENCE MARKS NO. 2 AND NO. 3 WERE FOUND TO HAVE
 HH0838'BEEN DESTROYED.  REFERENCE MARKS NO. 4 AND NO. 5 WERE ESTABLISHED
 HH0838'BY THIS PARTY.  *THE DIRECTION TO THE AZIMUTH MARK COULD NOT BE
 HH0838'VERIFIED DUE TO INSUFFICIENT INFORMATION.  THE FOLLOWING IS
 HH0838'A NEW AND COMPLETE DESCRIPTION.
 HH0838'
 HH0838'THE STATION IS IN THE SOUTHWEST CORNER OF A FIELD, APPROXIMATELY
 HH0838'5 MILES WEST OF MANTER, 9-1/2 MILES EAST OF BUCKEYE, ON THE
 HH0838'SOUTH SIDE OF SECTION 24, T 29 S, R 43 W, AND ON PROPERTY
 HH0838'OWNED BY MR. CHARLES BILIBY.
 HH0838'
 HH0838'TO REACH THE STATION FROM THE RAILROAD DEPOT, IN THE SMALL TOWN
 HH0838'OF MANTER, GO SOUTHWEST ON U.S. HIGHWAY 160 FOR 3.0 MILES TO A
 HH0838'GRADED ROAD ON THE RIGHT.  BEAR RIGHT, WEST, ON THE GRADED ROAD FOR
 HH0838'2.0 MILES TO THE TOP OF A SMALL RISE AND THE STATION AND A FENCE
 HH0838'CORNER ON THE RIGHT.
 HH0838'
 HH0838'STATION MARK IS A STANDARD DISK STAMPED BASKETT 1934, AND IS
 HH0838'SET IN A ROUND CONCRETE POST 12 INCHES BELOW THE SURFACE OF
 HH0838'THE GROUND.  IT IS 79 FEET NORTHEAST OF A FENCE CORNER, 72 FEET
 HH0838'NORTH OF A FENCE AND 34 FEET EAST OF A METAL WITNESS POST AND A
 HH0838'FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 HH0838'
 HH0838'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BASKETT NO 4
 HH0838'1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 HH0838'IT IS 50.5 FEET EAST OF THE FENCE CORNER, 46.5 FEET NORTH OF
 HH0838'THE CENTER OF THE GRADED ROAD AND 6 INCHES NORTH OF THE FENCE.
 HH0838'
 HH0838'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED BASKETT NO 5 1934,
 HH0838'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HH0838'IT IS 73.5 FEET NORTH OF THE FENCE CORNER, 1.5 FEET SOUTH OF
 HH0838'A METAL WITNESS POST AND 6 INCHES EAST OF THE FENCE.
 HH0838'
 HH0838'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BASKETT
 HH0838'1934 AZIMUTH, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HH0838'2 INCHES.  IT IS 45.5 FEET NORTH OF THE CENTER OF THE GRADED
 HH0838'ROAD, 37.5 FEET EAST OF THE CENTER OF A FIELD ROAD AND 2.6
 HH0838'FEET SOUTH OF A METAL WITNESS POST.
 HH0838'
 HH0838'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 HH0838'GRADED ROAD FOR 0.5 MILE TO A FIELD ROAD ON THE RIGHT AND THE
 HH0838'AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 HH0838'THE ROADS.
 HH0838'
 HH0838'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HH0838'
 HH0838'*FURTHER INFORMATION HAS BEEN RECEIVED AND THE DIRECTION TO
 HH0838'THE AZIMUTH MARK VERIFIED THE 1934 DIRECTION.
 HH0838
 HH0838                          STATION RECOVERY (1964)
 HH0838
 HH0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AWH)
 HH0838'STATION FOUND AS DESCRIBED.
 HH0838'
 HH0838'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0762 ***********************************************************************
 JG0762  DESIGNATION -  BATCHMAN
 JG0762  PID         -  JG0762
 JG0762  STATE/COUNTY-  KS/BARTON
 JG0762  USGS QUAD   -  ELLINWOOD SW (1979)
 JG0762
 JG0762                         *CURRENT SURVEY CONTROL
 JG0762  ___________________________________________________________________
 JG0762* NAD 83(1997)-  38 17 49.19116(N)    098 40 47.94794(W)     ADJUSTED  
 JG0762* NAVD 88     -       576.     (meters)    1890.     (feet)  SCALED    
 JG0762  ___________________________________________________________________
 JG0762  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 JG0762  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 JG0762
 JG0762  HORZ ORDER  -  SECOND
 JG0762
 JG0762.The horizontal coordinates were established by classical geodetic methods
 JG0762.and adjusted by the National Geodetic Survey in October 1998..
 JG0762
 JG0762.The orthometric height was scaled from a topographic map.
 JG0762
 JG0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0762
 JG0762.The geoid height was determined by GEOID03.
 JG0762
 JG0762;                    North         East     Units Scale Factor Converg.
 JG0762;SPC KS S     -   580,959.914   384,256.070   MT  0.99995778   -0 06 38.2
 JG0762;UTM  14      - 4,238,816.780   527,982.758   MT  0.99960964   +0 11 54.0
 JG0762
 JG0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0762!SPC KS S     -   0.99991373  x   0.99995778  =   0.99987152
 JG0762!UTM  14      -   0.99991373  x   0.99960964  =   0.99952341
 JG0762
 JG0762:                Primary Azimuth Mark                     Grid Az
 JG0762:SPC KS S     -  ELLINWOOD MUNICIPAL TANK                 052 52 21.0
 JG0762:UTM  14      -  ELLINWOOD MUNICIPAL TANK                 052 33 48.8
 JG0762
 JG0762|---------------------------------------------------------------------|
 JG0762| PID    Reference Object                     Distance      Geod. Az  |
 JG0762|                                                           dddmmss.s |
 JG0762| JG0761 ELLINWOOD MUNICIPAL TANK            APPROX.10.5 KM 0524542.8 |
 JG0762| CK8887 BATCHMAN RM 2                        18.610 METERS 17035     |
 JG0762| CK8885 BATCHMAN AZ MK                                     3424550.8 |
 JG0762| CK8886 BATCHMAN RM 1                         9.463 METERS 34941     |
 JG0762|---------------------------------------------------------------------|
 JG0762
 JG0762                          SUPERSEDED SURVEY CONTROL
 JG0762
 JG0762  NAD 83(1986)-  38 17 49.19859(N)    098 40 47.94756(W) AD(       ) 2
 JG0762  NAD 27      -  38 17 49.15500(N)    098 40 46.65200(W) AD(       ) 2
 JG0762
 JG0762.Superseded values are not recommended for survey control.
 JG0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0762.See file dsdata.txt to determine how the superseded data were derived.
 JG0762
 JG0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH2798338817(NAD 83)
 JG0762_MARKER: DS = TRIANGULATION STATION DISK
 JG0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0762_MARK LOGO: CGS   
 JG0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0762+STABILITY: SURFACE MOTION
 JG0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0762+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 JG0762
 JG0762  HISTORY     - Date     Condition        Report By
 JG0762  HISTORY     - 1953     MONUMENTED       CGS
 JG0762  HISTORY     - 19960530 GOOD             NFORK
 JG0762
 JG0762                          STATION DESCRIPTION
 JG0762
 JG0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0762'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF GREAT BEND, 6-1/2
 JG0762'MILES SOUTHWEST OF ELLINWOOD, ALONG THE NORTH SIDE OF THE
 JG0762'SOUTHWEST 1/4 OF SEC. 20, T 20 S, R 12 W, ON A PROMINENT KNOLL
 JG0762'WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND OWNED
 JG0762'BY ALVIN BATCHMAN.  IT IS 5 FEET NORTHEAST OF A 4 X 4 INCH WHITE
 JG0762'WITNESS POST.
 JG0762'
 JG0762'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 281 AND
 JG0762'50 N IN GREAT BEND, GO SOUTH ON HIGHWAY 281 FOR 5.3 MILES TO
 JG0762'A PAVED CROSSROADS, TURN LEFT AND GO EAST ON A PAVED ROAD FOR 4.0
 JG0762'MILES TO A CROSSROADS, TURN LEFT AND GO NORTH ON A DIRT ROAD FOR
 JG0762'0.8 MILE TO THE HOME OF MR. BATCHMAN AND A GATE AND THE AZIMUTH
 JG0762'MARK ABOUT 200 YARDS EAST OF THE HOUSE, PASS THROUGH THE GATE
 JG0762'AND GO SOUTH ON A TRACK ROAD FOR 0.2 MILE TO A Y-JUNCTION, BEAR
 JG0762'RIGHT AND CONTINUE SOUTH 0.05 MILE TO THE HIGHEST POINT AND THE
 JG0762'STATION.
 JG0762'
 JG0762'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JG0762'BATCHMAN 1953.
 JG0762'
 JG0762'REFERENCE MARK 1 IS 35 FEET NORTH OF THE WITNESS POST.  THE MARK
 JG0762'PROJECTS 6 INCHES AND THE DISK IS STAMPED BATCHMAN NO 1 1953.
 JG0762'
 JG0762'REFERENCE MARK 2 IS 57 FEET SOUTH OF THE WITNESS POST.  THE MARK
 JG0762'PROJECTS 6 INCHES AND THE DISK IS STAMPED BATCHMAN NO 2 1953.
 JG0762'
 JG0762'THE AZIMUTH MARK IS 56 FEET SOUTHWEST OF THE GATE, 22 FEET SOUTH
 JG0762'OF A CONCRETE WATERING TROUGH, 3 FEET NORTH OF A 4 X 4 INCH
 JG0762'WHITE WITNESS POST AND 1 FOOT EAST OF A FENCE.
 JG0762'
 JG0762'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JG0762
 JG0762                          STATION RECOVERY (1996)
 JG0762
 JG0762'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JG0762'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0628 ***********************************************************************
 KG0628  DESIGNATION -  BATES
 KG0628  PID         -  KG0628
 KG0628  STATE/COUNTY-  KS/OSBORNE
 KG0628  USGS QUAD   -  DOWNS SOUTH (1979)
 KG0628
 KG0628                         *CURRENT SURVEY CONTROL
 KG0628  ___________________________________________________________________
 KG0628* NAD 83(1997)-  39 27 33.72661(N)    098 32 42.70787(W)     ADJUSTED  
 KG0628* NAVD 88     -       484.9    (meters)    1591.     (feet)  VERTCON   
 KG0628  ___________________________________________________________________
 KG0628  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 KG0628  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 KG0628
 KG0628  HORZ ORDER  -  FIRST
 KG0628
 KG0628.The horizontal coordinates were established by classical geodetic methods
 KG0628.and adjusted by the National Geodetic Survey in October 1998..
 KG0628
 KG0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0628
 KG0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0628
 KG0628.The geoid height was determined by GEOID03.
 KG0628
 KG0628;                    North         East     Units Scale Factor Converg.
 KG0628;SPC KS N     -   125,145.337   353,080.479   MT  0.99996346   -0 20 41.8
 KG0628;UTM  14      - 4,367,853.907   539,126.383   MT  0.99961885   +0 17 20.6
 KG0628
 KG0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0628!SPC KS N     -   0.99992806  x   0.99996346  =   0.99989152
 KG0628!UTM  14      -   0.99992806  x   0.99961885  =   0.99954694
 KG0628
 KG0628:                Primary Azimuth Mark                     Grid Az
 KG0628:SPC KS N     -  DOWNS MUNICIPAL STANDPIPE                000 43 14.6
 KG0628:UTM  14      -  DOWNS MUNICIPAL STANDPIPE                000 05 12.2
 KG0628
 KG0628|---------------------------------------------------------------------|
 KG0628| PID    Reference Object                     Distance      Geod. Az  |
 KG0628|                                                           dddmmss.s |
 KG0628| KG0676 DOWNS MUNICIPAL STANDPIPE           APPROX. 5.6 KM 0002232.8 |
 KG0628| CN7814 BATES AZ MK                                        0014916.2 |
 KG0628| CN7815 BATES RM 1                           28.383 METERS 10546     |
 KG0628| CN7816 BATES RM 2                           19.031 METERS 17108     |
 KG0628|---------------------------------------------------------------------|
 KG0628
 KG0628                          SUPERSEDED SURVEY CONTROL
 KG0628
 KG0628  NAD 83(1986)-  39 27 33.73428(N)    098 32 42.70883(W) AD(       ) 1
 KG0628  NAD 27      -  39 27 33.69740(N)    098 32 41.47382(W) AD(       ) 1
 KG0628  NGVD 29 (07/19/86)  484.7    (m)         1590.     (f) VERT ANG       
 KG0628
 KG0628.Superseded values are not recommended for survey control.
 KG0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0628.See file dsdata.txt to determine how the superseded data were derived.
 KG0628
 KG0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ3912667854(NAD 83)
 KG0628_MARKER: DS = TRIANGULATION STATION DISK
 KG0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0628
 KG0628  HISTORY     - Date     Condition        Report By
 KG0628  HISTORY     - 1967     MONUMENTED       CGS
 KG0628
 KG0628                          STATION DESCRIPTION
 KG0628
 KG0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0628'STATION IS LOCATED ABOUT 9-1/2 MILES NORTH-NORTHWEST OF TIPTON, ABOUT
 KG0628'8 MILES EAST-NORTHEAST OF OSBORNE, ABOUT 7 MILES SOUTHWEST OF CAWKER
 KG0628'CITY AND ABOUT 3 MILES SOUTH OF DOWNS.  THE MARK IS ON THE HIGHEST
 KG0628'PART OF THE RIDGE ON THE WEST SIDE OF HIGHWAY 181.  IT IS LOCATED
 KG0628'IN SECTION 9, T. 7 S., R. 11 W.  STATION IS MARKED BY A STANDARD
 KG0628'TRIANGULATION STATION DISK THAT IS SET IN THE TOP OF A 14 INCH
 KG0628'CONCRETE CYLINDER MONUMENT, THAT IS 14 INCHES BELOW THE
 KG0628'SURFACE OF THE GROUND.  THE DISK IS STAMPED BATES 1967.  IT IS 50
 KG0628'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 181.
 KG0628'
 KG0628'TO REACH THE STATION FROM THE RAILROAD STATION IN DOWNS, GO SOUTH ON
 KG0628'STATE HIGHWAY 181 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT,
 KG0628'EAST SIDE OF ROAD.  CONTINUE SOUTH ON STATE HIGHWAY 181 FOR 0.7
 KG0628'MILE THE STATION ON THE RIGHT, WEST SIDE OF ROAD AS DESCRIBED.
 KG0628'
 KG0628'AZIMUTH MARK IS 48 FEET SOUTHEAST OF ENTRANCE TO FIELD, 39 FEET EAST
 KG0628'OF THE CENTERLINE OF STATE HIGHWAY 181, 3 FEET SOUTH OF UTILITY POLE
 KG0628'AND 2 FEET NORTH OF METAL WITNESS POST WITH SIGN ATTACHED.  IT IS
 KG0628'MARKED BY A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A 12 INCH
 KG0628'CONCRETE CYLINDER MONUMENT, THAT IS SET FLUSH WITH THE SURFACE OF
 KG0628'THE GROUND.  THE DISK IS STAMPED BATES 1967.
 KG0628'
 KG0628'REFERENCE MARK NO. 1 IS 40 FEET EAST OF THE CENTERLINE OF STATE
 KG0628'HIGHWAY 181 AND 14.8 FEET NORTH OF A TELEPHONE POLE.  IT IS MARKED
 KG0628'BY A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12 INCH
 KG0628'CONCRETE MONUMENT CYLINDER, THAT IS SET FLUSH WITH THE SURFACE OF THE
 KG0628'GROUND.  THE DISK IS STAMPED BATES NO 1 1967.
 KG0628'
 KG0628'REFERENCE MARK NO. 2 IS 40 FEET WEST OF THE CENTERLINE OF STATE
 KG0628'HIGHWAY 181 AND 20.44 FEET SOUTH OF LAND SURVEY MARK.  IT IS MARKED
 KG0628'BY A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12 INCH
 KG0628'CONCRETE CYLINDER MONUMENT, THAT IS SET FLUSH WITH THE SURFACE OF THE
 KG0628'GROUND.  THE DISK IS STAMPED BATES NO 2 1967.
 KG0628'
 KG0628'U.S. CADASTRAL SURVEY BUREAU OF LAND MANAGEMENT R.M., IS 40 FEET WEST
 KG0628'OF THE CENTERLINE OF STATE HIGHWAY 181.  IT IS MARKED BY A 3 INCH
 KG0628'BRASS DISK, THAT IS FASTENED TO THE TOP OF A 2 INCH IRON PIPE, THAT
 KG0628'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 KG0628'STAMPED 1/4 S 9 R.M. 48.7 FT.
 KG0628'
 KG0628'HEIGHT OF LIGHT ABOVE STATION MARK 14.72 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0612 ***********************************************************************
 KG0612  DESIGNATION -  BATTLE
 KG0612  PID         -  KG0612
 KG0612  STATE/COUNTY-  KS/LINCOLN
 KG0612  USGS QUAD   -  LINCOLN NW (1980)
 KG0612
 KG0612                         *CURRENT SURVEY CONTROL
 KG0612  ___________________________________________________________________
 KG0612* NAD 83(1997)-  39 10 43.35997(N)    098 09 13.60574(W)     ADJUSTED  
 KG0612* NAVD 88     -       467.95   (+/-2cm)    1535.3    (feet)  VERTCON   
 KG0612  ___________________________________________________________________
 KG0612  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 KG0612  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 KG0612
 KG0612  HORZ ORDER  -  THIRD
 KG0612  VERT ORDER  -  THIRD ? (See Below)
 KG0612
 KG0612.The horizontal coordinates were established by classical geodetic methods
 KG0612.and adjusted by the National Geodetic Survey in October 1998..
 KG0612
 KG0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0612.The vertical order pertains to the NGVD 29 superseded value.
 KG0612
 KG0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0612
 KG0612.The geoid height was determined by GEOID03.
 KG0612
 KG0612;                    North         East     Units Scale Factor Converg.
 KG0612;SPC KS N     -    93,857.641   386,712.791   MT  0.99995764   -0 05 50.3
 KG0612;UTM  14      - 4,336,949.652   573,091.584   MT  0.99966578   +0 32 04.6
 KG0612
 KG0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0612!SPC KS N     -   0.99993083  x   0.99995764  =   0.99988847
 KG0612!UTM  14      -   0.99993083  x   0.99966578  =   0.99959663
 KG0612
 KG0612|---------------------------------------------------------------------|
 KG0612| PID    Reference Object                     Distance      Geod. Az  |
 KG0612|                                                           dddmmss.s |
 KG0612| CN7822 BATTLE RM 2                          11.882 METERS 18126     |
 KG0612| CN7820 BATTLE AZ MK                                       1813041.0 |
 KG0612| CN7821 BATTLE RM 1                          18.382 METERS 35941     |
 KG0612|---------------------------------------------------------------------|
 KG0612
 KG0612                          SUPERSEDED SURVEY CONTROL
 KG0612
 KG0612  NAD 83(1986)-  39 10 43.36810(N)    098 09 13.60567(W) AD(       ) 3
 KG0612  NAD 27      -  39 10 43.34200(N)    098 09 12.42500(W) AD(       ) 3
 KG0612  NGVD 29 (07/19/86)  467.79   (m)         1534.7    (f) LEVELING    3  
 KG0612
 KG0612.Superseded values are not recommended for survey control.
 KG0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0612.See file dsdata.txt to determine how the superseded data were derived.
 KG0612
 KG0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7309236950(NAD 83)
 KG0612_MARKER: DS = TRIANGULATION STATION DISK
 KG0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0612+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 KG0612
 KG0612  HISTORY     - Date     Condition        Report By
 KG0612  HISTORY     - 1950     MONUMENTED       CGS
 KG0612  HISTORY     - 1969     GOOD             CGS
 KG0612  HISTORY     - 20050126 GOOD             SKW
 KG0612
 KG0612                          STATION DESCRIPTION
 KG0612
 KG0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0612'THE STATION IS LOCATED ABOUT 20.0 MILES SOUTH OF BELOIT, 9.5
 KG0612'MILES NORTH OF LINCOLN, 6.0 MILES WEST AND 1.0 MILE SOUTH OF
 KG0612'BARNARD AND 1.5 MILES NORTH OF BATTLE CREEK.  IT IS 50.0 FEET
 KG0612'EAST OF THE CENTER OF STATE HIGHWAY NO. 14, 9.5 FEET SOUTH OF
 KG0612'A CONCRETE RIGHT-OF-WAY POST, 9.0 FEET EAST OF THE EAST BANK
 KG0612'OF A ROAD CUT AND 4.0 FEET SOUTHWEST OF A WITNESS POST.  IT IS
 KG0612'STAMPED BATTLE 1950 AND PROJECTS 2 INCHES.
 KG0612'
 KG0612'REFERENCE MARK NO. 1 IS 50.0 FEET EAST OF THE CENTER OF STATE
 KG0612'HIGHWAY NO. 14, 13.5 FEET EAST OF THE EAST BANK OF A ROAD
 KG0612'CUT AND 3.0 FEET WEST OF A ROCK POST.  IT IS STAMPED BATTLE
 KG0612'NO 1 1950 AND PROJECTS 3 INCHES.
 KG0612'
 KG0612'REFERENCE MARK NO. 2 IS 50.0 FEET EAST OF THE CENTER OF
 KG0612'STATE HIGHWAY NO. 14, 4.0 FEET EAST OF THE EAST BANK OF A
 KG0612'ROAD CUT AND 4.0 FEET WEST-SOUTHWEST OF A ROCK POST.  IT IS
 KG0612'STAMPED BATTLE NO 2 1950 AND PROJECTS 3 INCHES.
 KG0612'
 KG0612'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 99.30 FEET.
 KG0612'
 KG0612'THE AZIMUTH MARK IS 59.0 FEET WEST OF THE CENTER OF STATE
 KG0612'HIGHWAY NO. 14, 40.0 FEET NORTH OF A T-ROAD, 30.0 FEET NORTH
 KG0612'OF A ROCK CORNER POST, 2.0 FEET NORTH-NORTHEAST OF A WITNESS
 KG0612'POST AND 1.0 FOOT EAST OF A FENCE LINE.  IT IS STAMPED BATTLE
 KG0612'1950 AND PROJECTS 2 INCHES.
 KG0612'
 KG0612'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 24
 KG0612'AND STATE HIGHWAY NO. 14 ONE BLOCK SOUTH OF THE COURTHOUSE
 KG0612'IN BELOIT, GO SOUTH, WEST AND SOUTH ON STATE HIGHWAY NO. 14
 KG0612'FOR 17.85 MILES TO THE MITCHELL-LINCOLN COUNTY LINE, CONTINUE
 KG0612'SOUTH ON STATE HIGHWAY NO. 14 FOR 2.85 MILES TO THE STATION
 KG0612'ON THE LEFT AS DESCRIBED.
 KG0612'
 KG0612'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 KG0612'HIGHWAY NO. 14 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT
 KG0612'AS DESCRIBED.
 KG0612
 KG0612                          STATION RECOVERY (1969)
 KG0612
 KG0612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0612'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KG0612'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 KG0612'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 KG0612'ADEQUATE FOR RECOVERY.
 KG0612'
 KG0612'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 KG0612'
 KG0612'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 KG0612'
 KG0612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9-1/2 MILES
 KG0612'NORTH OF LINCOLN.
 KG0612
 KG0612                          STATION RECOVERY (2005)
 KG0612
 KG0612'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 KG0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0833 ***********************************************************************
 HH0833  DESIGNATION -  BAUGHMAN
 HH0833  PID         -  HH0833
 HH0833  STATE/COUNTY-  KS/STANTON
 HH0833  USGS QUAD   -  JOHNSON WEST (1973)
 HH0833
 HH0833                         *CURRENT SURVEY CONTROL
 HH0833  ___________________________________________________________________
 HH0833* NAD 83(1997)-  37 30 58.16922(N)    101 49 08.50879(W)     ADJUSTED  
 HH0833* NAVD 88     -      1052.0    (meters)    3451.     (feet)  VERTCON   
 HH0833  ___________________________________________________________________
 HH0833  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 HH0833  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 HH0833
 HH0833  HORZ ORDER  -  FIRST
 HH0833
 HH0833.The horizontal coordinates were established by classical geodetic methods
 HH0833.and adjusted by the National Geodetic Survey in October 1998..
 HH0833
 HH0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0833
 HH0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0833
 HH0833.The geoid height was determined by GEOID03.
 HH0833
 HH0833;                    North         East     Units Scale Factor Converg.
 HH0833;SPC KS S     -   499,502.495   106,650.141   MT  0.99996032   -2 02 22.7
 HH0833;UTM  14      - 4,155,868.263   250,853.211   MT  1.00036468   -1 43 03.5
 HH0833
 HH0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0833!SPC KS S     -   0.99983880  x   0.99996032  =   0.99979912
 HH0833!UTM  14      -   0.99983880  x   1.00036468  =   1.00020342
 HH0833
 HH0833:                Primary Azimuth Mark                     Grid Az
 HH0833:SPC KS S     -  JOHNSON MUN WATER TANK                   048 49 44.5
 HH0833:UTM  14      -  JOHNSON MUN WATER TANK                   048 30 25.3
 HH0833
 HH0833|---------------------------------------------------------------------|
 HH0833| PID    Reference Object                     Distance      Geod. Az  |
 HH0833|                                                           dddmmss.s |
 HH0833| HH0837 JOHNSON MUN WATER TANK              APPROX. 8.2 KM 0464721.8 |
 HH0833| CM8366 BAUGHMAN RM 1                                      09018     |
 HH0833| HH0843 MANTER MUN WATER TANK               APPROX. 6.0 KM 2790317.4 |
 HH0833| CM8365 BAUGHMAN AZ MK                                     3033358.2 |
 HH0833| CM8367 BAUGHMAN RM 2                        37.570 METERS 35731     |
 HH0833|---------------------------------------------------------------------|
 HH0833
 HH0833                          SUPERSEDED SURVEY CONTROL
 HH0833
 HH0833  NAD 83(1997)-  37 30 58.16966(N)    101 49 08.50866(W) AD(       ) 1
 HH0833  NAD 83(1997)-  37 30 58.17330(N)    101 49 08.50219(W) AD(       ) 1
 HH0833  NAD 83(1986)-  37 30 58.17401(N)    101 49 08.50117(W) AD(       ) 1
 HH0833  NAD 27      -  37 30 58.10869(N)    101 49 06.87918(W) AD(       ) 1
 HH0833  NGVD 29 (07/19/86) 1051.6    (m)         3450.     (f) VERT ANG       
 HH0833
 HH0833.Superseded values are not recommended for survey control.
 HH0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0833.See file dsdata.txt to determine how the superseded data were derived.
 HH0833
 HH0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5085355868(NAD 83)
 HH0833_MARKER: DS = TRIANGULATION STATION DISK
 HH0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0833
 HH0833  HISTORY     - Date     Condition        Report By
 HH0833  HISTORY     - 1934     MONUMENTED       CGS
 HH0833  HISTORY     - 1937     GOOD             CGS
 HH0833  HISTORY     - 1961     MARK NOT FOUND   CGS
 HH0833
 HH0833                          STATION DESCRIPTION
 HH0833
 HH0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0833'STATION IS ABOUT 4 MILES SW OF JOHNSON AND ABOUT 5-1/2 MILES
 HH0833'E OF MANTER, IN THE NE 1/4 OF SEC. 20, T 29 S, R 41 W.  ON
 HH0833'THE TOP OF THE HIGHEST HILL IN THE NEAR VICINITY AND IS ON
 HH0833'THE LINE BETWEEN A CULTIVATED FIELD AND PASTURE LAND ON THE N.
 HH0833'THE STATION IS ABOUT 0.1 MILE W OF A SECTION LINE ROAD.  THE
 HH0833'STATION MARK PROJECTS 6 INCHES.
 HH0833'
 HH0833'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0833'BRONZE DISKS SET IN CONCRETE.
 HH0833'
 HH0833'REFERENCE MARK NO. 1 IS E OF THE STATION, ON THE LINE BETWEEN
 HH0833'THE CULTIVATED FIELD AND THE PASTURE LAND.  IT PROJECTS 8 INCHES.
 HH0833'
 HH0833'REFERENCE MARK NO. 2 IS N OF THE STATION AND PROJECTS 6 INCHES.
 HH0833'
 HH0833'THE AZIMUTH MARK IS NW OF THE STATION.  IT IS 0.25 MILE N AND
 HH0833'0.25 MILE W OF THE STATION.  IT IS 33 FEET S OF THE CENTER
 HH0833'OF THE ROAD, 3 FEET S OF A FENCE CORNER POST.  IT PROJECTS 6
 HH0833'INCHES.
 HH0833'
 HH0833'THE STATION IS REACHED FROM JOHNSON BY GOING W ON U.S. HIGHWAY
 HH0833'160, 0.5 MILE TO THE JUNCTION WITH STATE HIGHWAY 27.  TAKE
 HH0833'STATE HIGHWAY 27 S 2.5 MILES.  TURN W AT A CROSSROADS AND GO
 HH0833'3.0 MILES.  TURN S ON AN UNGRADED SECTION LINE ROAD AND GO
 HH0833'1.0 MILE.  TURN OFF THE ROAD AT A CROSSROADS AND DRIVE ACROSS
 HH0833'COUNTRY SSW 0.25 MILE TO THE TOP OF THE HILL AND THE STATION.
 HH0833'
 HH0833'A 35-FOOT TOWER WAS ERECTED.
 HH0833
 HH0833                          STATION RECOVERY (1937)
 HH0833
 HH0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 HH0833'STATION RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED,
 HH0833'EXCEPT THAT MR. W.R.P. IS IN ERROR IN THE COUNTY.  STATION
 HH0833'BAUGHMAN IS IN STANTON COUNTY INSTEAD OF MORTON COUNTY.
 HH0833
 HH0833                          STATION RECOVERY (1961)
 HH0833
 HH0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0833'THE STATION WAS SEARCHED FOR, BUT NOT FOUND.  AN INVERSE
 HH0833'COMPUTATION WAS WORKED AND THE ANGLE AND DISTANCE USED IN THE
 HH0833'SEARCH.  THE SURFACE MARK MAY BE ASSUMED TO HAVE BEEN DESTROYED.
 HH0833'THE REFERENCE MARKS MAY BE ASSUMED TO HAVE BEEN DESTROYED.
 HH0833'THE UNDERGROUND MARK COULD NOT BE LOCATED BY A TRAVERSE CREW
 HH0833'OF FIVE MEN DIGGING AND PROBING FOR IT.  APPROXIMATELY FOUR
 HH0833'HOURS WAS SPENT IN THE SEARCH FOR THE MARK AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0836 ***********************************************************************
 HH0836  DESIGNATION -  BAUGHMAN 2
 HH0836  PID         -  HH0836
 HH0836  STATE/COUNTY-  KS/STANTON
 HH0836  USGS QUAD   -  JOHNSON WEST (1973)
 HH0836
 HH0836                         *CURRENT SURVEY CONTROL
 HH0836  ___________________________________________________________________
 HH0836* NAD 83(1997)-  37 31 10.86522(N)    101 49 00.99953(W)     ADJUSTED  
 HH0836* NAVD 88     -      1052.     (meters)    3451.     (feet)  SCALED    
 HH0836  ___________________________________________________________________
 HH0836  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 HH0836  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 HH0836
 HH0836  HORZ ORDER  -  FIRST
 HH0836
 HH0836.The horizontal coordinates were established by classical geodetic methods
 HH0836.and adjusted by the National Geodetic Survey in October 1998..
 HH0836
 HH0836.The orthometric height was scaled from a topographic map.
 HH0836
 HH0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0836
 HH0836.The geoid height was determined by GEOID03.
 HH0836
 HH0836;                    North         East     Units Scale Factor Converg.
 HH0836;SPC KS S     -   499,887.087   106,848.346   MT  0.99995989   -2 02 18.1
 HH0836;UTM  14      - 4,156,254.118   251,049.331   MT  1.00036347   -1 42 59.4
 HH0836
 HH0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0836!SPC KS S     -   0.99983874  x   0.99995989  =   0.99979863
 HH0836!UTM  14      -   0.99983874  x   1.00036347  =   1.00020215
 HH0836
 HH0836:                Primary Azimuth Mark                     Grid Az
 HH0836:SPC KS S     -  JOHNSON MUN WATER TANK                   049 59 44.5
 HH0836:UTM  14      -  JOHNSON MUN WATER TANK                   049 40 25.8
 HH0836
 HH0836|---------------------------------------------------------------------|
 HH0836| PID    Reference Object                     Distance      Geod. Az  |
 HH0836|                                                           dddmmss.s |
 HH0836| HH0837 JOHNSON MUN WATER TANK              APPROX. 7.8 KM 0475726.4 |
 HH0836| CM8369 BAUGHMAN 2 RM 3                      24.052 METERS 08631     |
 HH0836| CM8368 BAUGHMAN 2 AZ MK                                   2704128.0 |
 HH0836| HH0841 MANTER JOHNSON COOP GRAIN ELEV      APPROX. 6.1 KM 2715651.2 |
 HH0836| HH0840 MANTER COLLINGWOOD GRAIN ELEV       APPROX. 5.9 KM 2732247.1 |
 HH0836| CM8370 BAUGHMAN 2 RM 4                      24.962 METERS 27408     |
 HH0836| HH0843 MANTER MUN WATER TANK               APPROX. 6.1 KM 2751038.5 |
 HH0836|---------------------------------------------------------------------|
 HH0836
 HH0836                          SUPERSEDED SURVEY CONTROL
 HH0836
 HH0836  NAD 83(1997)-  37 31 10.86605(N)    101 49 00.99933(W) AD(       ) 1
 HH0836  NAD 83(1997)-  37 31 10.86974(N)    101 49 00.99288(W) AD(       ) 1
 HH0836  NAD 83(1986)-  37 31 10.87012(N)    101 49 00.99194(W) AD(       ) 1
 HH0836  NAD 27      -  37 31 10.80630(N)    101 48 59.37151(W) AD(       ) 1
 HH0836
 HH0836.Superseded values are not recommended for survey control.
 HH0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0836.See file dsdata.txt to determine how the superseded data were derived.
 HH0836
 HH0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5104956254(NAD 83)
 HH0836_MARKER: DS = TRIANGULATION STATION DISK
 HH0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0836
 HH0836  HISTORY     - Date     Condition        Report By
 HH0836  HISTORY     - 1961     MONUMENTED       CGS
 HH0836  HISTORY     - 1964     GOOD             CGS
 HH0836  HISTORY     - 1975     GOOD             NGS
 HH0836
 HH0836                          STATION DESCRIPTION
 HH0836
 HH0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0836'THE STATION IS ABOUT 5 MILES SOUTHWEST OF JOHNSON, 3 MILES
 HH0836'EAST OF MANTER, IN THE NORTHEAST 1/4 OF SECTION 20, T 29 S.
 HH0836'R 41 W, AND ON PROPERTY OWNED BY THE BAUGHMAN ESTATE.
 HH0836'
 HH0836'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSON, GO
 HH0836'SOUTH FOR 0.35 MILE TO A T-INTERSECTION.  TURN RIGHT, WEST,
 HH0836'FOR 0.6 MILE TO THE JUNCTION OF U.S. HIGHWAY 160 AND STATE
 HH0836'HIGHWAY 27.  GO SOUTHWESTERLY ON HIGHWAY 160 FOR 4.1 MILES
 HH0836'TO A GRAVELED CROSSROAD.  TURN LEFT, SOUTH, FOR 1.35 MILES
 HH0836'TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE
 HH0836'OF THE INTERSECTION.  TURN LEFT, EAST, FOR 0.95 MILE TO THE
 HH0836'STATION ON THE RIGHT, SOUTH, SIDE OF THE ROAD.
 HH0836'
 HH0836'THE STATION MARKS ARE STANDARD DISKS STAMPED BAUGHMAN 2 1961.
 HH0836'THE SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST
 HH0836'WHICH IS 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 HH0836'139.4 FEET SOUTHWEST OF THE CENTER OF A T-INTERSECTION, 84.3
 HH0836'FEET EAST OF A WITNESS POST, 81.1 FEET WEST OF A WITNESS POST
 HH0836'AND 18 FEET SOUTH OF THE CENTER OF THE ROAD.  THE UNDERGROUND
 HH0836'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 HH0836'THE SURFACE OF THE GROUND.
 HH0836'
 HH0836'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BAUGHMAN 2 NO
 HH0836'3 1961, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 HH0836'FLUSH WITH THE GROUND.  IT IS 61 FEET SOUTHWEST OF THE
 HH0836'T-INTERSECTION, 11 FEET SOUTH OF THE CENTER OF THE ROAD AND 2.3 FEET
 HH0836'WEST OF A WITNESS POST.
 HH0836'
 HH0836'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BAUGHMAN 2 NO
 HH0836'4 1961, IS SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH
 HH0836'WITH THE GROUND.  IT IS 13.5 FEET SOUTH OF THE CENTER OF THE
 HH0836'ROAD AND 2.5 FEET EAST OF A WITNESS POST.
 HH0836'
 HH0836'THE AZIMUTH MARK, A STANDARD DISK STAMPED BAUGHMAN 2 1961,
 HH0836'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 HH0836'WITH THE GROUND.  IT IS 34 FEET EAST OF THE CENTER OF A GRAVELED
 HH0836'ROAD, 24 FEET NORTH OF THE CENTER OF A DIRT ROAD, 1.9 FEET
 HH0836'SOUTH OF A WITNESS POST AND 1.5 FEET NORTH OF A POWER POLE.
 HH0836'
 HH0836'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 HH0836
 HH0836                          STATION RECOVERY (1964)
 HH0836
 HH0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AWH)
 HH0836'STATION FOUND AS DESCRIBED.
 HH0836'
 HH0836'ALL MARKS IN GOOD CONDITION.
 HH0836
 HH0836                          STATION RECOVERY (1975)
 HH0836
 HH0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HH0836'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE
 HH0836'RECOVERED AND FOUND IN GOOD CONDITION.  THE WITNESS POSTS AT THE
 HH0836'REFERENCE MARKS WERE FOUND BROKEN OFF AND THE REFERENCE MARKS ARE
 HH0836'ABOUT 2 INCHES BELOW THE GROUND SURFACE DUE TO CULTIVATION.  THE
 HH0836'1961 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HH0836'
 HH0836'A NEW METAL WITNESS POST WAS SET 1 FOOT NORTH OF REFERENCE MARK 3.
 HH0836'
 HH0836'A NEW METAL WITNESS POST WAS SET 1 FOOT NORTH OF REFERENCE MARK 4.
 HH0836'
 HH0836'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES EAST OF
 HH0836'MANTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0742 ***********************************************************************
 KG0742  DESIGNATION -  BAUM
 KG0742  PID         -  KG0742
 KG0742  STATE/COUNTY-  KS/ELLIS
 KG0742  USGS QUAD   -  FAIRPORT (1978)
 KG0742
 KG0742                         *CURRENT SURVEY CONTROL
 KG0742  ___________________________________________________________________
 KG0742* NAD 83(1997)-  39 05 35.46028(N)    099 05 30.73587(W)     ADJUSTED  
 KG0742* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 KG0742  ___________________________________________________________________
 KG0742  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 KG0742  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 KG0742
 KG0742  HORZ ORDER  -  THIRD
 KG0742
 KG0742.The horizontal coordinates were established by classical geodetic methods
 KG0742.and adjusted by the National Geodetic Survey in October 1998..
 KG0742
 KG0742.The orthometric height was scaled from a topographic map.
 KG0742
 KG0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0742
 KG0742.The geoid height was determined by GEOID03.
 KG0742
 KG0742;                    North         East     Units Scale Factor Converg.
 KG0742;SPC KS N     -    84,921.079   305,545.333   MT  0.99996061   -0 41 27.0
 KG0742;UTM  14      - 4,327,121.346   492,055.167   MT  0.99960078   -0 03 28.6
 KG0742
 KG0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0742!SPC KS N     -   0.99991682  x   0.99996061  =   0.99987743
 KG0742!UTM  14      -   0.99991682  x   0.99960078  =   0.99951763
 KG0742
 KG0742:                Primary Azimuth Mark                     Grid Az
 KG0742:SPC KS N     -  BAUM AZ MK                               193 45 13.2
 KG0742:UTM  14      -  BAUM AZ MK                               193 07 14.8
 KG0742
 KG0742|---------------------------------------------------------------------|
 KG0742| PID    Reference Object                     Distance      Geod. Az  |
 KG0742|                                                           dddmmss.s |
 KG0742| CN7823 BAUM AZ MK                                         1930346.2 |
 KG0742| CN7824 BAUM RM 1                            11.158 METERS 22723     |
 KG0742| CN7825 BAUM RM 2                            10.643 METERS 32011     |
 KG0742|---------------------------------------------------------------------|
 KG0742
 KG0742                          SUPERSEDED SURVEY CONTROL
 KG0742
 KG0742  NAD 83(1986)-  39 05 35.46757(N)    099 05 30.73642(W) AD(       ) 3
 KG0742  NAD 27      -  39 05 35.42400(N)    099 05 29.39800(W) AD(       ) 3
 KG0742
 KG0742.Superseded values are not recommended for survey control.
 KG0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0742.See file dsdata.txt to determine how the superseded data were derived.
 KG0742
 KG0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ9205527121(NAD 83)
 KG0742_MARKER: DS = TRIANGULATION STATION DISK
 KG0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0742
 KG0742  HISTORY     - Date     Condition        Report By
 KG0742  HISTORY     - 1950     MONUMENTED       CGS
 KG0742
 KG0742                          STATION DESCRIPTION
 KG0742
 KG0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0742'THE STATION IS LOCATED ABOUT 11.0 MILES EAST AND 9.5 MILES SOUTH
 KG0742'OF PLAINVILLE, ABOUT 6.5 MILES SOUTH AND 4.0 MILES WEST OF
 KG0742'NATOMA AND ABOUT 3.0 MILES WEST AND 3.0 MILES NORTH OF FAIRPORT
 KG0742'ON THE HIGHEST POINT OF A HILL, 0.05 MILE EAST OF A NORTH-SOUTH
 KG0742'ROAD, 58 FEET SOUTH OF A TRACK ROAD AND 4.5 FEET EAST OF A
 KG0742'WITNESS POST.  IT IS STAMPED BAUM 1950 AND PROJECTS 4 INCHES.
 KG0742'
 KG0742'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE ON THE SAME
 KG0742'ELEVATION AS THE STATION, 78 FEET SOUTH OF TRACK ROAD.  IT IS
 KG0742'STAMPED BAUM NO 1 1950 AND PROJECTS 6 INCHES.
 KG0742'
 KG0742'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE ON THE SAME ELEVATION
 KG0742'AS THE STATION, 26 FEET SOUTH OF TRACK ROAD.  IT IS STAMPED
 KG0742'BAUM NO 2 1950 AND PROJECTS 4 INCHES.
 KG0742'
 KG0742'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 51.80 FEET.
 KG0742'
 KG0742'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET WEST OF
 KG0742'THE CENTER OF ROAD, 2 FEET NORTH OF A TELEPHONE POLE AND 1
 KG0742'FOOT NORTH OF A WITNESS POST.  IT IS STAMPED BAUM 1950 AND
 KG0742'PROJECTS 6 INCHES.
 KG0742'
 KG0742'TO REACH THE STATION FROM THE POST OFFICE IN PLAINVILLE, GO
 KG0742'EAST 2 BLOCKS TO U.S. HIGHWAY 183, TURN RIGHT AND GO SOUTH ON
 KG0742'U.S. HIGHWAY 183 FOR 9.3 MILES TO A CROSSROAD, TURN LEFT AND
 KG0742'GO EAST ON GRAVELED ROAD FOR 6.6 MILES TO A T ROAD RIGHT ON THE
 KG0742'TOP OF A SMALL HILL.  CONTINUE EAST, SOUTH AND EAST ON MAIN
 KG0742'ROAD FOR 4.45 MILES TO A T INTERSECTION, TURN RIGHT AND GO
 KG0742'SOUTH AND EAST FOR 1.45 MILES TO A T INTERSECTION AND
 KG0742'SCHOOLHOUSE IN NORTHWEST ANGLE, (TURN RIGHT AND GO SOUTH FOR 0.1
 KG0742'MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.) TURN LEFT AND
 KG0742'GO NORTH FOR 0.25 MILE TO TOP OF HILL.  FROM THIS POINT, LEAVE
 KG0742'ROAD AND GO EAST, CROSSING FENCE LINE, FOR 0.05 MILE ON DIM
 KG0742'TRACK ROAD TO HIGHEST POINT OF HILL AND STATION AS
 KG0742'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1190 ***********************************************************************
 KE1190  DESIGNATION -  BAUMAN
 KE1190  PID         -  KE1190
 KE1190  STATE/COUNTY-  KS/DONIPHAN
 KE1190  USGS QUAD   -  WATHENA (1961)
 KE1190
 KE1190                         *CURRENT SURVEY CONTROL
 KE1190  ___________________________________________________________________
 KE1190* NAD 83(1997)-  39 52 07.57238(N)    094 58 40.77777(W)     ADJUSTED  
 KE1190* NAVD 88     -       320.     (meters)    1050.     (feet)  VERTCON   
 KE1190  ___________________________________________________________________
 KE1190  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 KE1190  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KE1190
 KE1190  HORZ ORDER  -  SECOND
 KE1190
 KE1190.The horizontal coordinates were established by classical geodetic methods
 KE1190.and adjusted by the National Geodetic Survey in October 1998..
 KE1190
 KE1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1190
 KE1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1190
 KE1190.The geoid height was determined by GEOID03.
 KE1190
 KE1190;                    North         East     Units Scale Factor Converg.
 KE1190;SPC KS N     -   174,772.409   658,509.971   MT  1.00001498   +1 54 43.4
 KE1190;UTM  15      - 4,415,064.422   330,830.215   MT  0.99995233   -1 16 05.7
 KE1190
 KE1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1190!SPC KS N     -   0.99995474  x   1.00001498  =   0.99996971
 KE1190!UTM  15      -   0.99995474  x   0.99995233  =   0.99990707
 KE1190
 KE1190:                Primary Azimuth Mark                     Grid Az
 KE1190:SPC KS N     -  SAVANNAH MUNICIPAL TANK NEW              053 36 01.8
 KE1190:UTM  15      -  SAVANNAH MUNICIPAL TANK NEW              056 46 50.9
 KE1190
 KE1190|---------------------------------------------------------------------|
 KE1190| PID    Reference Object                     Distance      Geod. Az  |
 KE1190|                                                           dddmmss.s |
 KE1190| KE1534 SAVANNAH MUNICIPAL TANK NEW         APPROX.14.3 KM 0553045.2 |
 KE1190| KE1559 ANDREW CO PWSD 1 STANDPIPE          APPROX. 3.6 KM 0680716.1 |
 KE1190|---------------------------------------------------------------------|
 KE1190
 KE1190                          SUPERSEDED SURVEY CONTROL
 KE1190
 KE1190  NAD 83(1986)-  39 52 07.57511(N)    094 58 40.77491(W) AD(       ) 2
 KE1190  NAD 27      -  39 52 07.59960(N)    094 58 39.87425(W) AD(       ) 2
 KE1190  NGVD 29 (07/19/86)  320.     (m)         1050.     (f) VERT ANG       
 KE1190
 KE1190.Superseded values are not recommended for survey control.
 KE1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1190.See file dsdata.txt to determine how the superseded data were derived.
 KE1190
 KE1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE3083015064(NAD 83)
 KE1190_MARKER: DD = SURVEY DISK
 KE1190_SETTING: 0 = UNSPECIFIED SETTING
 KE1190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1190
 KE1190  HISTORY     - Date     Condition        Report By
 KE1190  HISTORY     - 1974     MONUMENTED       USE
 KE1190
 KE1190                          STATION DESCRIPTION
 KE1190
 KE1190'DESCRIBED BY US ENGINEERS 1974
 KE1190'DONIPHAN CO., KANSAS, T-2-S, R-22-E.  ABOUT 900 FT S. AND 1850
 KE1190'FT E. OF THE NW. CORNER OF SECTION 20, ON PROPERTY OWNED BY
 KE1190'MR. BAUMAN.  THE STATION IS LOCATED ABOUT 250 FT NE. OF COLUMBUS
 KE1190'CEMETERY ON EDGE OF RIDGE LINE AT BLUFFS EDGE.  A C OF E DISC
 KE1190'STAMPED BAUMAN-1974, SET IN THE TOP OF A CONCRETE POST, FLUSH
 KE1190'WITH THE GROUND.  MR. BAUMAN MUST BE CONTACTED BEFORE ENTERING
 KE1190'HIS PROPERTY.  HE LIVES IN THE CENTER OF SECTION 29, T-2-S,
 KE1190'R-22-E.
 KE1190'
 KE1190'TO REACH--FROM BLAIR, KANSAS, GO EAST .5 MILE ON OLD U.S. HIGHWAY
 KE1190'36 TO GRAVEL ROAD LEFT.  THEN NORTH 5 MILES TO T INTERSECTION.  TURN
 KE1190'RIGHT (EAST) AND GO .5 MILE TO FIELD ROAD LEFT.  FOLLOW FIELD ROAD
 KE1190'.7 MILE TO FENCE WITH GAP AT COLUMBUS CEMETERY.  WALK THRU
 KE1190'CEMETERY IN NE. DIRECTION AND STATION LOCATED ON BLUFF LINE.
 KE1190'
 KE1190'REFERENCES--38.09 FT NNW. TO SHINER IN 14 IN OAK.
 KE1190'
 KE1190'20.45 FT SSW. TO SHINER IN 8 IN OAK.
 KE1190'
 KE1190'5.99 FT S. TO SHINER IN 4 IN OAK.
 KE1190'
 KE1190'1.49 FT E. TO STEEL POST AND SIGN.
 KE1190'
 KE1190'1.51 FT W. TO STEEL POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1057 ***********************************************************************
 HE1057  DESIGNATION -  BAXTER
 HE1057  PID         -  HE1057
 HE1057  STATE/COUNTY-  KS/CHEROKEE
 HE1057  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1057
 HE1057                         *CURRENT SURVEY CONTROL
 HE1057  ___________________________________________________________________
 HE1057* NAD 83(1997)-  37 00 19.73109(N)    094 44 24.65484(W)     ADJUSTED  
 HE1057* NAVD 88     -       265.1    (meters)     870.     (feet)  VERTCON   
 HE1057  ___________________________________________________________________
 HE1057  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 HE1057  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HE1057
 HE1057  HORZ ORDER  -  SECOND
 HE1057
 HE1057.The horizontal coordinates were established by classical geodetic methods
 HE1057.and adjusted by the National Geodetic Survey in October 1998..
 HE1057
 HE1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1057
 HE1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1057
 HE1057.The geoid height was determined by GEOID03.
 HE1057
 HE1057;                    North         East     Units Scale Factor Converg.
 HE1057;SPC KS S     -   444,350.978   734,573.587   MT  1.00006159   +2 18 37.9
 HE1057;UTM  15      - 4,096,895.822   345,169.953   MT  0.99989532   -1 02 51.4
 HE1057
 HE1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1057!SPC KS S     -   0.99996303  x   1.00006159  =   1.00002461
 HE1057!UTM  15      -   0.99996303  x   0.99989532  =   0.99985835
 HE1057
 HE1057|---------------------------------------------------------------------|
 HE1057| PID    Reference Object                     Distance      Geod. Az  |
 HE1057|                                                           dddmmss.s |
 HE1057| HE1059 BAXTER 2                             40.282 METERS 00416     |
 HE1057| HE1067 BAXTER SPRINGS MUNICIPAL TANK       APPROX. 1.7 KM 0123338.5 |
 HE1057| CN5617 BAXTER AZ MK                                       1841558.3 |
 HE1057| CN5618 BAXTER RM 1                           9.230 METERS 19536     |
 HE1057| CN5619 BAXTER RM 2                           9.688 METERS 30340     |
 HE1057|---------------------------------------------------------------------|
 HE1057
 HE1057                          SUPERSEDED SURVEY CONTROL
 HE1057
 HE1057  NAD 83(1997)-  37 00 19.73628(N)    094 44 24.65653(W) AD(       ) 2
 HE1057  NAD 83(1986)-  37 00 19.74699(N)    094 44 24.64995(W) AD(       ) 2
 HE1057  NAD 27      -  37 00 19.50972(N)    094 44 23.83749(W) AD(       ) 2
 HE1057  NGVD 29 (07/19/86)  265.0    (m)          869.     (f) VERT ANG       
 HE1057
 HE1057.Superseded values are not recommended for survey control.
 HE1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1057.See file dsdata.txt to determine how the superseded data were derived.
 HE1057
 HE1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4517096896(NAD 83)
 HE1057_MARKER: DS = TRIANGULATION STATION DISK
 HE1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1057
 HE1057  HISTORY     - Date     Condition        Report By
 HE1057  HISTORY     - 1961     MONUMENTED       CGS
 HE1057  HISTORY     - 1964     GOOD             CGS
 HE1057  HISTORY     - 1966     GOOD             CGS
 HE1057  HISTORY     - 1967     GOOD             CGS
 HE1057
 HE1057                          STATION DESCRIPTION
 HE1057
 HE1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 HE1057'ABOUT 1 MILE SOUTH OF BAXTER SPRINGS, 5 MILES NORTHEAST
 HE1057'OF QUAPAW, OKLAHOMA, 0.5 MILE NORTH OF THE OKLAHOMA-KANSAS
 HE1057'STATE LINE AND ON THE HIGHWAY RIGHT-OF-WAY.  IT IS 12 FEET
 HE1057'NORTHEAST OF A POWER POLE, 50 FEET SOUTH OF THE CENTERLINE
 HE1057'OF A GRAVELED ROAD, 86 FEET NORTHWEST OF THE CENTERLINE
 HE1057'OF U.S. HIGHWAY 66, 86 FEET SOUTHWEST OF A POWER POLE WITH
 HE1057'A TRANSFORMER ON IT, 190 FEET EAST OF THE NORTHEAST CORNER
 HE1057'OF A HOUSE AND 270 FEET SOUTHWEST OF THE INTERSECTION OF
 HE1057'HIGHWAY 66 AND A GRAVELED ROAD.  THE MONUMENT IS FLUSH AND
 HE1057'THE DISK IS STAMPED BAXTER 1960.
 HE1057'
 HE1057'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 66 AND 166
 HE1057'IN BAXTER SPRINGS, GO SOUTH SOUTHWEST ON HIGHWAY 66 (MILITARY
 HE1057'AVENUE) FOR 1.4 MILES TO WHERE HIGHWAY 66 CURVES LEFT AND A
 HE1057'GRAVELED ROAD CONTINUES STRAIGHT AHEAD WEST.  THE STATION
 HE1057'IS IN THE ANGLE OF THE INTERSECTION OF HIGHWAY 66 AND THE
 HE1057'GRAVELED ROAD.
 HE1057'
 HE1057'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 HE1057'HIGHWAY 66 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT
 HE1057'ABOUT 250 FEET SOUTH OF THE OKLAHOMA, KANSAS STATE LINE.
 HE1057'
 HE1057'REFERENCE MARK 1 IS 18 FEET SOUTH OF A POWER POLE, 68 FEET
 HE1057'NORTHWEST OF THE CENTERLINE OF HIGHWAY 66 AND 81 FEET SOUTH
 HE1057'OF THE CENTERLINE OF THE GRAVELED ROAD.  THE MONUMENT PROJECTS
 HE1057'2 INCHES AND THE DISK IS STAMPED BAXTER NO 1 1960.
 HE1057'
 HE1057'REFERENCE MARK 2 IS 18 FEET NORTHWEST OF A POWER POLE, 53
 HE1057'FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 114
 HE1057'FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 66.  THE MONUMENT
 HE1057'PROJECTS 2 INCHES AND THE DISK IS STAMPED BAXTER NO 2 1960.
 HE1057'
 HE1057'THE AZIMUTH MARK IS 2 FEET NORTH OF A WITNESS POST, 2 FEET
 HE1057'NORTH OF A POWER POLE, 49 FEET WEST OF THE CENTERLINE OF
 HE1057'HIGHWAY 66 AND ABOUT 250 FEET SOUTH OF THE OKLAHOMA KANSAS
 HE1057'STATE LINE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 HE1057'IS STAMPED BAXTER 1960.
 HE1057'
 HE1057'NOTE- THE MARKS WERE SET IN 1960 BUT WAS NOT OCCUPIED UNTIL
 HE1057'1961.
 HE1057'
 HE1057'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HE1057
 HE1057                          STATION RECOVERY (1964)
 HE1057
 HE1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE1057'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HE1057'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 HE1057'ADEQUATE.
 HE1057
 HE1057                          STATION RECOVERY (1966)
 HE1057
 HE1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1057'THE ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE.  ALL MARKS
 HE1057'ARE IN GOOD CONDITION.  A TELLUROMETER TRAVERSE TIE WAS
 HE1057'MADE TO STATION MC GUIRK 1966.  NO OTHER OBSERVATIONS WERE
 HE1057'MADE IN 1966.
 HE1057
 HE1057                          STATION RECOVERY (1967)
 HE1057
 HE1057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HE1057'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HE1057'CONDITION.  THE STATION AND REFERENCE MARKS WERE IN THE
 HE1057'WAY OF CONSTRUCTION ON U.S. HIGHWAY 66.  A NEW STATION WAS
 HE1057'ESTABLISHED ON LINE AWAY FROM THE AZIMUTH MARK.  FOR DETAILS
 HE1057'SEE DESCRIPTION FOR BAXTER 2 1967.  ALL MARKS AT THIS STATION
 HE1057'WERE DESTROYED EXCEPT THE AZIMUTH MARK.
 HE1057'
 HE1057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 1 MILE
 HE1057'SOUTH OF BAXTER SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1059 ***********************************************************************
 HE1059  DESIGNATION -  BAXTER 2
 HE1059  PID         -  HE1059
 HE1059  STATE/COUNTY-  KS/CHEROKEE
 HE1059  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1059
 HE1059                         *CURRENT SURVEY CONTROL
 HE1059  ___________________________________________________________________
 HE1059* NAD 83(1997)-  37 00 21.03418(N)    094 44 24.53364(W)     ADJUSTED  
 HE1059* NAVD 88     -       265.     (meters)     869.     (feet)  VERTCON   
 HE1059  ___________________________________________________________________
 HE1059  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 HE1059  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 HE1059
 HE1059  HORZ ORDER  -  THIRD
 HE1059
 HE1059.The horizontal coordinates were established by classical geodetic methods
 HE1059.and adjusted by the National Geodetic Survey in October 1998..
 HE1059.No horizontal observational check was made to the station.
 HE1059
 HE1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1059
 HE1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1059
 HE1059.The geoid height was determined by GEOID03.
 HE1059
 HE1059;                    North         East     Units Scale Factor Converg.
 HE1059;SPC KS S     -   444,391.239   734,574.962   MT  1.00006150   +2 18 37.9
 HE1059;UTM  15      - 4,096,935.927   345,173.683   MT  0.99989531   -1 02 51.3
 HE1059
 HE1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1059!SPC KS S     -   0.99996303  x   1.00006150  =   1.00002452
 HE1059!UTM  15      -   0.99996303  x   0.99989531  =   0.99985834
 HE1059
 HE1059:                Primary Azimuth Mark                     Grid Az
 HE1059:SPC KS S     -  BAXTER SPRINGS MUNICIPAL TANK            010 27 15.1
 HE1059:UTM  15      -  BAXTER SPRINGS MUNICIPAL TANK            013 48 44.3
 HE1059
 HE1059|---------------------------------------------------------------------|
 HE1059| PID    Reference Object                     Distance      Geod. Az  |
 HE1059|                                                           dddmmss.s |
 HE1059| HE1067 BAXTER SPRINGS MUNICIPAL TANK       APPROX. 1.6 KM 0124553.0 |
 HE1059| CN5620 BAXTER 2 RM 3                                      0573055.6 |
 HE1059| CN5617 BAXTER AZ MK                                       1841557.6 |
 HE1059| CN5621 BAXTER 2 RM 4                                      27144     |
 HE1059|---------------------------------------------------------------------|
 HE1059
 HE1059                          SUPERSEDED SURVEY CONTROL
 HE1059
 HE1059  NAD 83(1997)-  37 00 21.03938(N)    094 44 24.53533(W) AD(       ) 3
 HE1059  NAD 83(1986)-  37 00 21.05008(N)    094 44 24.52874(W) AD(       ) 3
 HE1059  NAD 27      -  37 00 20.81283(N)    094 44 23.71627(W) AD(       ) 3
 HE1059  NGVD 29 (07/19/86)  265.     (m)          869.     (f) VERT ANG       
 HE1059
 HE1059.Superseded values are not recommended for survey control.
 HE1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1059.See file dsdata.txt to determine how the superseded data were derived.
 HE1059
 HE1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4517496936(NAD 83)
 HE1059_MARKER: DS = TRIANGULATION STATION DISK
 HE1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1059_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1059
 HE1059  HISTORY     - Date     Condition        Report By
 HE1059  HISTORY     - 1967     MONUMENTED       CGS
 HE1059
 HE1059                          STATION DESCRIPTION
 HE1059
 HE1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HE1059'ABOUT 1 MILE SOUTH OF BAXTER SPRINGS AND ABOUT 0.5 MILE
 HE1059'NORTH OF KANSAS-OKLAHOMA STATE LINE.
 HE1059'
 HE1059'TO REACH THE STATION FROM BAXTER SPRINGS, FROM THE JUNCTION
 HE1059'OF U.S. HIGHWAYS 66 AND 166 NEAR THE CENTER OF TOWN, GO
 HE1059'SOUTH AND SOUTHWEST ON U.S. HIGHWAY 66 FOR 1.35 MILES TO
 HE1059'THE STATION ON THE RIGHT.
 HE1059'
 HE1059'THE STATION MARK IS ABOUT 107 FEET NORTHWEST OF THE CENTERLINE
 HE1059'OF THE NEW HIGHWAY, 79 FEET NORTH OF THE CENTERLINE OF AN
 HE1059'EAST-WEST SECTION LINE ROAD AND 1.5 FEET SOUTHWEST OF A
 HE1059'METAL WITNESS POST.  THE MARK IS ABOUT FLUSH AND THE DISK
 HE1059'IS STAMPED BAXTER 2 1967.
 HE1059'
 HE1059'R.M. NO. 3 IS ABOUT 108 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 HE1059'SECTION LINE ROAD AND ABOUT 72 FEET NORTHWEST OF THE CENTERLINE
 HE1059'OF THE NEW HIGHWAY.  THE MARK PROJECTS ABOUT 1 INCH AND THE
 HE1059'DISK IS STAMPED BAXTER 2 NO 3 1967.
 HE1059'
 HE1059'R.M. NO. 4 IS ABOUT 79 FEET NORTH OF THE CENTERLINE OF THE
 HE1059'EAST-WEST SECTION LINE ROAD.  THE MARK PROJECTS 1 INCH AND
 HE1059'THE DISK IS STAMPED BAXTER 2 NO 4 1967.
 HE1059'
 HE1059'THE AZIMUTH MARK IS ABOUT 250 FEET SOUTH OF THE KANSAS-OKLAHOMA
 HE1059'STATE LINE, IN FRONT OF AN ANTIQUE SHOP, 49 FEET WEST OF
 HE1059'THE CENTERLINE OF U.S.HIGHWAY 66, 2 FEET NORTH OF A POWERLINE
 HE1059'POLE AND 2 FEET NORTH OF A METAL WITNESS POST.  THE MARK
 HE1059'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BAXTER
 HE1059'1960.
 HE1059'
 HE1059'FROM BAXTER TO BAXTER 2 = PLUS 1.320 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1070 ***********************************************************************
 HE1070  DESIGNATION -  BAXTER SPRINGS FARM COOP ELEV
 HE1070  PID         -  HE1070
 HE1070  STATE/COUNTY-  KS/CHEROKEE
 HE1070  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1070
 HE1070                         *CURRENT SURVEY CONTROL
 HE1070  ___________________________________________________________________
 HE1070* NAD 83(1997)-  37 01 35.92893(N)    094 44 37.47307(W)     ADJUSTED  
 HE1070* NAVD 88     -                                                        
 HE1070  ___________________________________________________________________
 HE1070  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 HE1070  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 HE1070
 HE1070  HORZ ORDER  -  THIRD
 HE1070
 HE1070.The horizontal coordinates were established by classical geodetic methods
 HE1070.and adjusted by the National Geodetic Survey in October 1998..
 HE1070
 HE1070
 HE1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1070
 HE1070.The geoid height was determined by GEOID03.
 HE1070
 HE1070;                    North         East     Units Scale Factor Converg.
 HE1070;SPC KS S     -   446,685.405   734,162.296   MT  1.00005584   +2 18 30.0
 HE1070;SPC OK N     -   229,734.228   889,706.165   MT  1.00005778   +1 55 18.0
 HE1070;SPC OK N     -   753,719.71  2,918,977.64   sFT  1.00005778   +1 55 18.0
 HE1070;UTM  15      - 4,099,249.950   344,896.166   MT  0.99989637   -1 03 01.0
 HE1070
 HE1070                          SUPERSEDED SURVEY CONTROL
 HE1070
 HE1070  NAD 83(1997)-  37 01 35.93440(N)    094 44 37.47486(W) AD(       ) 4
 HE1070  NAD 83(1986)-  37 01 35.94494(N)    094 44 37.46788(W) AD(       ) 4
 HE1070  NAD 27      -  37 01 35.72473(N)    094 44 36.64579(W) AD(       ) 3
 HE1070
 HE1070.Superseded values are not recommended for survey control.
 HE1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1070.See file dsdata.txt to determine how the superseded data were derived.
 HE1070
 HE1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4489699250(NAD 83)
 HE1070_MARKER: 65 = GRAIN ELEVATOR
 HE1070
 HE1070  HISTORY     - Date     Condition        Report By
 HE1070  HISTORY     - 1966     FIRST OBSERVED   CGS
 HE1070
 HE1070                          STATION DESCRIPTION
 HE1070
 HE1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1070'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH
 HE1070'ELEVATOR, PAINTED WHITE.  IT IS IN THE WEST EDGE OF BAXTER
 HE1070'SPRINGS AND 0.2 MILE NORTH OF U.S. HIGHWAY 166.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1067 ***********************************************************************
 HE1067  DESIGNATION -  BAXTER SPRINGS MUNICIPAL TANK
 HE1067  PID         -  HE1067
 HE1067  STATE/COUNTY-  KS/CHEROKEE
 HE1067  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1067
 HE1067                         *CURRENT SURVEY CONTROL
 HE1067  ___________________________________________________________________
 HE1067* NAD 83(1997)-  37 01 12.67144(N)    094 44 09.94457(W)     ADJUSTED  
 HE1067* NAVD 88     -                                                        
 HE1067  ___________________________________________________________________
 HE1067  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 HE1067  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 HE1067
 HE1067  HORZ ORDER  -  THIRD
 HE1067
 HE1067.The horizontal coordinates were established by classical geodetic methods
 HE1067.and adjusted by the National Geodetic Survey in October 1998..
 HE1067
 HE1067
 HE1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1067
 HE1067.The geoid height was determined by GEOID03.
 HE1067
 HE1067;                    North         East     Units Scale Factor Converg.
 HE1067;SPC KS S     -   445,996.419   734,871.136   MT  1.00005758   +2 18 46.9
 HE1067;SPC OK N     -   229,040.472   890,410.338   MT  1.00005609   +1 55 34.3
 HE1067;SPC OK N     -   751,443.62  2,921,287.92   sFT  1.00005609   +1 55 34.3
 HE1067;UTM  15      - 4,098,520.738   345,563.316   MT  0.99989382   -1 02 43.8
 HE1067
 HE1067                          SUPERSEDED SURVEY CONTROL
 HE1067
 HE1067  NAD 83(1997)-  37 01 12.67702(N)    094 44 09.94638(W) AD(       ) 4
 HE1067  NAD 83(1986)-  37 01 12.68715(N)    094 44 09.93965(W) AD(       ) 4
 HE1067  NAD 27      -  37 01 12.46486(N)    094 44 09.12156(W) AD(       ) 3
 HE1067
 HE1067.Superseded values are not recommended for survey control.
 HE1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1067.See file dsdata.txt to determine how the superseded data were derived.
 HE1067
 HE1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA4556398521(NAD 83)
 HE1067_MARKER: 53 = ELEVATED TANK
 HE1067
 HE1067  HISTORY     - Date     Condition        Report By
 HE1067  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1067  HISTORY     - 1961     GOOD             CGS
 HE1067  HISTORY     - 1966     GOOD             CGS
 HE1067
 HE1067                          STATION DESCRIPTION
 HE1067
 HE1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1067'THIS INTERSECTION IS THE CENTER OF THE BAXTER SPRINGS MUNICIPAL
 HE1067'WATER TANK.  IT IS A SQUAT STEEL TANK WITH ROUND BOTTOM
 HE1067'AND CONICAL TOP AND HAS A BALL AT THE TIP.  IT IS SUPPORTED
 HE1067'BY 4 LEGS AND HAS A PLATFORM AT THE TOP OF THE LEGS.  IT
 HE1067'HAS A LARGE ROUND STEEL FEED PIPE.  THE ENTIRE STRUCTURE
 HE1067'IS PAINTED SILVER.  IT IS LETTERED BAXTER SPRINGS KANS ON
 HE1067'ON THE N AND S SIDES.  IT IS ABOUT 100 FEET HIGH AND IS
 HE1067'VERY PROMINENT AND WAS ERECTED IN 1919.
 HE1067'
 HE1067'THE TANK IS IN THE SOUTHERN PART OF BAXTER SPRINGS, ABOUT
 HE1067'0.35 MILES S OF THE CENTER OF TOWN, ABOUT 150 FEET W OF MILITARY
 HE1067'AVENUE (MAIN STREET OF TOWN AND U.S. HWY 66), AND ABOUT
 HE1067'100 FEET S OF W. 15TH ST.  THE TANK IS ABOUT 1-1/4 MILES
 HE1067'N OF THE KANSAS-OKLAHOMA STATE LINE.
 HE1067
 HE1067                          STATION RECOVERY (1961)
 HE1067
 HE1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (BRB)
 HE1067'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITON.
 HE1067
 HE1067                          STATION RECOVERY (1966)
 HE1067
 HE1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1067'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH,
 HE1067'ELEVATED WATER TANK, PAINTED SILVER.  IT IS LOCATED NEAR THE
 HE1067'CENTER OF TOWN, ABOUT 140 FEET WEST OF MILITARY AVENUE AND
 HE1067'120 FEET SOUTH OF 15TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1019 ***********************************************************************
 KF1019  DESIGNATION -  BAYS
 KF1019  PID         -  KF1019
 KF1019  STATE/COUNTY-  KS/WABAUNSEE
 KF1019  USGS QUAD   -  MAPLE HILL (1978)
 KF1019
 KF1019                         *CURRENT SURVEY CONTROL
 KF1019  ___________________________________________________________________
 KF1019* NAD 83(1997)-  39 00 10.44079(N)    096 02 19.23809(W)     ADJUSTED  
 KF1019* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 KF1019  ___________________________________________________________________
 KF1019  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 KF1019  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 KF1019
 KF1019  HORZ ORDER  -  SECOND
 KF1019
 KF1019.The horizontal coordinates were established by classical geodetic methods
 KF1019.and adjusted by the National Geodetic Survey in October 1998..
 KF1019
 KF1019.The orthometric height was scaled from a topographic map.
 KF1019
 KF1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1019
 KF1019.The geoid height was determined by GEOID03.
 KF1019
 KF1019;                    North         East     Units Scale Factor Converg.
 KF1019;SPC KS N     -    76,168.814   569,876.368   MT  0.99996615   +1 14 27.4
 KF1019;SPC KS S     -   662,122.395   613,206.688   MT  1.00011548   +1 30 45.2
 KF1019;UTM  14      - 4,321,271.270   756,439.630   MT  1.00040983   +1 51 53.1
 KF1019;UTM  15      - 4,321,492.257   236,860.457   MT  1.00045270   -1 54 48.7
 KF1019
 KF1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1019!SPC KS N     -   0.99994377  x   0.99996615  =   0.99990992
 KF1019!SPC KS S     -   0.99994377  x   1.00011548  =   1.00005924
 KF1019!UTM  14      -   0.99994377  x   1.00040983  =   1.00035357
 KF1019!UTM  15      -   0.99994377  x   1.00045270  =   1.00039644
 KF1019
 KF1019:                Primary Azimuth Mark                     Grid Az
 KF1019:SPC KS N     -  POWELL RESET                             130 54 32.4
 KF1019:SPC KS S     -  POWELL RESET                             130 38 14.6
 KF1019:UTM  14      -  POWELL RESET                             130 17 06.7
 KF1019:UTM  15      -  POWELL RESET                             134 03 48.5
 KF1019
 KF1019|---------------------------------------------------------------------|
 KF1019| PID    Reference Object                     Distance      Geod. Az  |
 KF1019|                                                           dddmmss.s |
 KF1019| JE1842 POWELL RESET                        APPROX.12.9 KM 1320859.8 |
 KF1019| CL6834 BAYS RM 1                            14.273 METERS 23745     |
 KF1019| CL6835 BAYS RM 2                             6.282 METERS 34811     |
 KF1019|---------------------------------------------------------------------|
 KF1019
 KF1019                          SUPERSEDED SURVEY CONTROL
 KF1019
 KF1019  NAD 83(1986)-  39 00 10.44818(N)    096 02 19.23459(W) AD(       ) 2
 KF1019  NAD 27      -  39 00 10.44560(N)    096 02 18.26610(W) AD(       ) 2
 KF1019
 KF1019.Superseded values are not recommended for survey control.
 KF1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1019.See file dsdata.txt to determine how the superseded data were derived.
 KF1019
 KF1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5644021271(NAD 83)
 KF1019_MARKER: DD = SURVEY DISK
 KF1019_SETTING: 66 = SET IN ROCK OUTCROP
 KF1019
 KF1019  HISTORY     - Date     Condition        Report By
 KF1019  HISTORY     - 1960     MONUMENTED       CGS
 KF1019  HISTORY     - 1968     GOOD             CGS
 KF1019
 KF1019                          STATION DESCRIPTION
 KF1019
 KF1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KF1019'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF MAPLE
 KF1019'HILL AND ABOUT 3 MILES NORTH OF KEENE, ON A SMALL KNOLL
 KF1019'IN GRAZING LAND.
 KF1019'
 KF1019'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OF THE
 KF1019'MAPLE HILLS OVERPASS OVER INTERSTATE HIGHWAY 70, FOLLOW
 KF1019'THE GRAVELED ROAD SOUTH, WEST AND SOUTH FOR 3.9 MILES TO
 KF1019'AN INTERSECTION, TURN LEFT AND GO EAST AND SOUTH FOR 0.9
 KF1019'MILE TO THE TOP OF THE GRADE AND THE STATION ON THE LEFT.
 KF1019'
 KF1019'THE STATION MARK IS A STANDARD DISK STAMPED BAYS 1960, SET
 KF1019'IN A DRILL HOLE IN A BEDROCK OUTCROP THAT PROJECTS 8 INCHES.
 KF1019'IT IS 130 FEET EAST OF A WIRE FENCE AND 8.8 FEET NORTHWEST OF
 KF1019'A WITNESS POST.
 KF1019'
 KF1019'RM 1 IS A STANDARD DISK STAMPED BAYS NO 1 1960, SET IN A
 KF1019'DRILL HOLE IN BEDROCK THAT IS FLUSH AND IS 47.2 FEET WEST
 KF1019'OF THE WITNESS POST.
 KF1019'
 KF1019'RM 2 IS A STANDARD DISK STAMPED BAYS NO 2 1960, SET IN A
 KF1019'DRILL HOLE IN BEDROCK THAT IS FLUSH AND IS 29.7 FEET NORTH
 KF1019'OF THE WITNESS POST.
 KF1019
 KF1019                          STATION RECOVERY (1968)
 KF1019
 KF1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KF1019'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, WERE
 KF1019'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND TO BE IN GOOD
 KF1019'CONDITION.  THE TO REACH WAS FOUND ADEQUATE.
 KF1019'
 KF1019'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 KF1019'NORTH OF KEENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0900 ***********************************************************************
 JG0900  DESIGNATION -  BAZINE
 JG0900  PID         -  JG0900
 JG0900  STATE/COUNTY-  KS/NESS
 JG0900  USGS QUAD   -  BAZINE (1966)
 JG0900
 JG0900                         *CURRENT SURVEY CONTROL
 JG0900  ___________________________________________________________________
 JG0900* NAD 83(1997)-  38 27 03.19070(N)    099 43 31.84762(W)     ADJUSTED  
 JG0900* NAVD 88     -       661.     (meters)    2169.     (feet)  SCALED    
 JG0900  ___________________________________________________________________
 JG0900  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 JG0900  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0900
 JG0900  HORZ ORDER  -  THIRD
 JG0900
 JG0900.The horizontal coordinates were established by classical geodetic methods
 JG0900.and adjusted by the National Geodetic Survey in October 1998..
 JG0900
 JG0900.The orthometric height was scaled from a topographic map.
 JG0900
 JG0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0900
 JG0900.The geoid height was determined by GEOID03.
 JG0900
 JG0900;                    North         East     Units Scale Factor Converg.
 JG0900;SPC KS S     -   598,729.416   293,027.848   MT  0.99997915   -0 45 11.2
 JG0900;UTM  14      - 4,256,092.968   436,693.467   MT  0.99964935   -0 27 04.2
 JG0900
 JG0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0900!SPC KS S     -   0.99990032  x   0.99997915  =   0.99987947
 JG0900!UTM  14      -   0.99990032  x   0.99964935  =   0.99954971
 JG0900
 JG0900|---------------------------------------------------------------------|
 JG0900| PID    Reference Object                     Distance      Geod. Az  |
 JG0900|                                                           dddmmss.s |
 JG0900| CK8888 BAZINE RM 1                          43.078 METERS 09152     |
 JG0900| JG0897 REIN                                APPROX.10.8 KM 1433919.6 |
 JG0900| CK8889 BAZINE RM 2                          34.263 METERS 26709     |
 JG0900|---------------------------------------------------------------------|
 JG0900
 JG0900                          SUPERSEDED SURVEY CONTROL
 JG0900
 JG0900  NAD 83(1986)-  38 27 03.19930(N)    099 43 31.84656(W) AD(       ) 3
 JG0900  NAD 27      -  38 27 03.14304(N)    099 43 30.41278(W) AD(       ) 3
 JG0900
 JG0900.Superseded values are not recommended for survey control.
 JG0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0900.See file dsdata.txt to determine how the superseded data were derived.
 JG0900
 JG0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH3669356093(NAD 83)
 JG0900_MARKER: DS = TRIANGULATION STATION DISK
 JG0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0900
 JG0900  HISTORY     - Date     Condition        Report By
 JG0900  HISTORY     - 1964     MONUMENTED       CGS
 JG0900
 JG0900                          STATION DESCRIPTION
 JG0900
 JG0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0900'THE STATION IS 2 MILES WEST OF BAZINE, ON THE NORTH CENTRAL EDGE OF
 JG0900'SECTION 35, T 18 S, R 22 W, AND ON THE SOUTH RIGHT-OF-WAY OF STATE
 JG0900'HIGHWAY 96.
 JG0900'
 JG0900'TO REACH THE STATION FROM THE POST OFFICE IN BAZINE, GO NORTH ON THE
 JG0900'MAIN STREET FOR 0.45 MILE TO THE JUNCTION WITH STATE HIGHWAY 96.
 JG0900'TURN LEFT AND GO WEST ON HIGHWAY 96 FOR 1.8 MILES TO A DRIVEWAY
 JG0900'ENTRANCE TO A BARN AND THE STATION ON THE LEFT.
 JG0900'
 JG0900'STATION MARKS ARE STANDARD DISKS STAMPED BAZINE 1964.  THE SURFACE
 JG0900'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JG0900'GROUND.  IT IS 62 FEET SOUTH OF THE CENTER OF HIGHWAY 96, 61.5 FEET
 JG0900'NORTH OF THE NORTHEAST CORNER OF A BARN, 15 FEET WEST OF THE
 JG0900'CENTER OF THE DRIVEWAY, AND 6.5 FEET NORTH OF TELEPHONE POLE NO.
 JG0900'E29 AND A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 JG0900'IRREGULAR MASS OF CONCRETE 41 INCHES BELOW THE SURFACE OF THE
 JG0900'GROUND.
 JG0900'
 JG0900'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BAZINE NO 1 1964, IS
 JG0900'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JG0900'GROUND.  IT IS 68 FEET SOUTH OF THE CENTER OF HIGHWAY 96, 3.5 FEET
 JG0900'EAST OF A TELEPHONE POLE, AND 1.5 FEET NORTH OF A CORNER FENCE
 JG0900'POST.
 JG0900'
 JG0900'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BAZINE NO 2 1964, IS
 JG0900'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 66.5
 JG0900'FEET SOUTH OF THE CENTER OF HIGHWAY 96, 72 FEET NORTHWEST OF THE
 JG0900'NORTHWEST CORNER OF THE BARN, 20.5 FEET WEST OF THE CENTER OF A
 JG0900'DRIVEWAY, AND 2 FEET NORTH OF A TELEPHONE POLE.
 JG0900'
 JG0900'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JG0900'
 JG0900'STATION REIN IS VISIBLE FROM THE GROUND AND MAY BE USED AS AN AZIMUTH
 JG0900'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0899 ***********************************************************************
 JG0899  DESIGNATION -  BAZINE CO OP GRAIN ELEVATOR
 JG0899  PID         -  JG0899
 JG0899  STATE/COUNTY-  KS/NESS
 JG0899  USGS QUAD   -  BAZINE (1966)
 JG0899
 JG0899                         *CURRENT SURVEY CONTROL
 JG0899  ___________________________________________________________________
 JG0899* NAD 83(1997)-  38 26 43.13031(N)    099 41 33.48566(W)     ADJUSTED  
 JG0899* NAVD 88     -                                                        
 JG0899  ___________________________________________________________________
 JG0899  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 JG0899  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 JG0899
 JG0899  HORZ ORDER  -  THIRD
 JG0899
 JG0899.The horizontal coordinates were established by classical geodetic methods
 JG0899.and adjusted by the National Geodetic Survey in October 1998..
 JG0899
 JG0899
 JG0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0899
 JG0899.The geoid height was determined by GEOID03.
 JG0899
 JG0899;                    North         East     Units Scale Factor Converg.
 JG0899;SPC KS S     -   598,073.707   295,889.649   MT  0.99997825   -0 43 58.5
 JG0899;UTM  14      - 4,255,452.569   439,557.735   MT  0.99964499   -0 25 50.4
 JG0899
 JG0899                          SUPERSEDED SURVEY CONTROL
 JG0899
 JG0899  NAD 83(1986)-  38 26 43.13858(N)    099 41 33.48429(W) AD(       ) 4
 JG0899  NAD 27      -  38 26 43.07744(N)    099 41 32.05330(W) AD(       ) 3
 JG0899
 JG0899.Superseded values are not recommended for survey control.
 JG0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0899.See file dsdata.txt to determine how the superseded data were derived.
 JG0899
 JG0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH3955855453(NAD 83)
 JG0899_MARKER: 65 = GRAIN ELEVATOR
 JG0899
 JG0899  HISTORY     - Date     Condition        Report By
 JG0899  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0899
 JG0899                          STATION DESCRIPTION
 JG0899
 JG0899'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0898 ***********************************************************************
 JG0898  DESIGNATION -  BAZINE MUN WATER TANK
 JG0898  PID         -  JG0898
 JG0898  STATE/COUNTY-  KS/NESS
 JG0898  USGS QUAD   -  BAZINE (1966)
 JG0898
 JG0898                         *CURRENT SURVEY CONTROL
 JG0898  ___________________________________________________________________
 JG0898* NAD 83(1997)-  38 26 37.34845(N)    099 41 26.27048(W)     ADJUSTED  
 JG0898* NAVD 88     -                                                        
 JG0898  ___________________________________________________________________
 JG0898  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 JG0898  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 JG0898
 JG0898  HORZ ORDER  -  THIRD
 JG0898
 JG0898.The horizontal coordinates were established by classical geodetic methods
 JG0898.and adjusted by the National Geodetic Survey in October 1998..
 JG0898
 JG0898
 JG0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0898
 JG0898.The geoid height was determined by GEOID03.
 JG0898
 JG0898;                    North         East     Units Scale Factor Converg.
 JG0898;SPC KS S     -   597,893.207   296,062.319   MT  0.99997799   -0 43 54.0
 JG0898;UTM  14      - 4,255,273.043   439,731.297   MT  0.99964473   -0 25 45.9
 JG0898
 JG0898                          SUPERSEDED SURVEY CONTROL
 JG0898
 JG0898  NAD 83(1986)-  38 26 37.35709(N)    099 41 26.26954(W) AD(       ) 4
 JG0898  NAD 27      -  38 26 37.29901(N)    099 41 24.84272(W) AD(       ) 3
 JG0898
 JG0898.Superseded values are not recommended for survey control.
 JG0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0898.See file dsdata.txt to determine how the superseded data were derived.
 JG0898
 JG0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH3973155273(NAD 83)
 JG0898_MARKER: 53 = ELEVATED TANK
 JG0898
 JG0898  HISTORY     - Date     Condition        Report By
 JG0898  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0898
 JG0898                          STATION DESCRIPTION
 JG0898
 JG0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0898'THE STATION IS THE BALL ATOP OF THE TANK, LOCATED IN THE SOUTHEAST
 JG0898'SIDE OF BAZINE.
 JG0898'
 JG0898'IT IS A FOUR-LEGGED STEEL STRUCTURE WHICH SUPPORTS A CYLINDRICAL
 JG0898'TANK, PAINTED SILVER, HAS THE LEGEND BAZINE PAINTED BLACK ON THE
 JG0898'NORTH SIDE OF THE TANK, AND HAS AN OVERALL HEIGHT OF 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0059 ***********************************************************************
 JG0059  DESIGNATION -  BB 190
 JG0059  PID         -  JG0059
 JG0059  STATE/COUNTY-  KS/ELLSWORTH
 JG0059  USGS QUAD   -  WILSON (1979)
 JG0059
 JG0059                         *CURRENT SURVEY CONTROL
 JG0059  ___________________________________________________________________
 JG0059* NAD 83(1986)-  38 47 49.     (N)    098 24 03.     (W)     SCALED    
 JG0059* NAVD 88     -       501.843  (meters)    1646.46   (feet)  ADJUSTED  
 JG0059  ___________________________________________________________________
 JG0059  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 JG0059  DYNAMIC HT  -         501.495 (meters)    1645.32  (feet)  COMP
 JG0059  MODELED GRAV-     979,918.5   (mgal)                       NAVD 88
 JG0059
 JG0059  VERT ORDER  -  FIRST     CLASS II
 JG0059
 JG0059.The horizontal coordinates were scaled from a topographic map and have
 JG0059.an estimated accuracy of +/- 6 seconds.
 JG0059
 JG0059.The orthometric height was determined by differential leveling
 JG0059.and adjusted by the National Geodetic Survey in June 1991..
 JG0059
 JG0059.The geoid height was determined by GEOID03.
 JG0059
 JG0059.The dynamic height is computed by dividing the NAVD 88
 JG0059.geopotential number by the normal gravity value computed on the
 JG0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0059.degrees latitude (g = 980.6199 gals.).
 JG0059
 JG0059.The modeled gravity was interpolated from observed gravity values.
 JG0059
 JG0059;                    North         East    Units  Estimated Accuracy
 JG0059;SPC KS N     -    51,540.      365,180.      MT  (+/- 180 meters Scaled)
 JG0059
 JG0059                          SUPERSEDED SURVEY CONTROL
 JG0059
 JG0059  NGVD 29 (??/??/92)  501.680  (m)         1645.93   (f) ADJ UNCH    1 2
 JG0059
 JG0059.Superseded values are not recommended for survey control.
 JG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0059.See file dsdata.txt to determine how the superseded data were derived.
 JG0059
 JG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH520944(NAD 83)
 JG0059_MARKER: DB = BENCH MARK DISK
 JG0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0059_SP_SET: UNDERPASS
 JG0059_STAMPING: B B 190 1934
 JG0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0059
 JG0059  HISTORY     - Date     Condition        Report By
 JG0059  HISTORY     - 1934     MONUMENTED       CGS
 JG0059  HISTORY     - 1952     GOOD             NGS
 JG0059  HISTORY     - 1961     GOOD             NGS
 JG0059
 JG0059                          STATION DESCRIPTION
 JG0059
 JG0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JG0059'3.7 MI W FROM BLACK WOLF.
 JG0059'3.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0059'AT BLACK WOLF, 10 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET
 JG0059'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST
 JG0059'END OF THE SOUTHEAST ABUTMENT OF THE UNDERPASS ON U.S. HIGHWAY
 JG0059'40.
 JG0059
 JG0059                          STATION RECOVERY (1961)
 JG0059
 JG0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JG0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0719 ***********************************************************************
 JE0719  DESIGNATION -  BB 252
 JE0719  PID         -  JE0719
 JE0719  STATE/COUNTY-  KS/MIAMI
 JE0719  USGS QUAD   -  FONTANA (1978)
 JE0719
 JE0719                         *CURRENT SURVEY CONTROL
 JE0719  ___________________________________________________________________
 JE0719* NAD 83(1986)-  38 25 01.     (N)    094 49 59.     (W)     SCALED    
 JE0719* NAVD 88     -       277.976  (meters)     911.99   (feet)  ADJUSTED  
 JE0719  ___________________________________________________________________
 JE0719  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE0719  DYNAMIC HT  -         277.781 (meters)     911.35  (feet)  COMP
 JE0719  MODELED GRAV-     979,919.7   (mgal)                       NAVD 88
 JE0719
 JE0719  VERT ORDER  -  SECOND    CLASS 0
 JE0719
 JE0719.The horizontal coordinates were scaled from a topographic map and have
 JE0719.an estimated accuracy of +/- 6 seconds.
 JE0719
 JE0719.The orthometric height was determined by differential leveling
 JE0719.and adjusted by the National Geodetic Survey in June 1991..
 JE0719
 JE0719.The geoid height was determined by GEOID03.
 JE0719
 JE0719.The dynamic height is computed by dividing the NAVD 88
 JE0719.geopotential number by the normal gravity value computed on the
 JE0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0719.degrees latitude (g = 980.6199 gals.).
 JE0719
 JE0719.The modeled gravity was interpolated from observed gravity values.
 JE0719
 JE0719;                    North         East    Units  Estimated Accuracy
 JE0719;SPC KS S     -   600,560.      720,150.      MT  (+/- 180 meters Scaled)
 JE0719
 JE0719                          SUPERSEDED SURVEY CONTROL
 JE0719
 JE0719  NGVD 29 (??/??/92)  277.820  (m)          911.48   (f) ADJ UNCH    2 0
 JE0719
 JE0719.Superseded values are not recommended for survey control.
 JE0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0719.See file dsdata.txt to determine how the superseded data were derived.
 JE0719
 JE0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC399536(NAD 83)
 JE0719_MARKER: DB = BENCH MARK DISK
 JE0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0719_STAMPING: B B 252 1949
 JE0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0719+STABILITY: SURFACE MOTION
 JE0719
 JE0719  HISTORY     - Date     Condition        Report By
 JE0719  HISTORY     - 1949     MONUMENTED       CGS
 JE0719
 JE0719                          STATION DESCRIPTION
 JE0719
 JE0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JE0719'0.6 MI SE FROM FONTANA.
 JE0719'0.65 MILE SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILROAD
 JE0719'FROM THE RAILROAD STATION AT FONTANA, AT A ROAD CROSSING, 1-1/2
 JE0719'POLES NORTHWEST OF MILE POST 54-45, 46.6 FEET SOUTHWEST OF THE
 JE0719'SOUTHWEST RAIL OF THE MAIN TRACK, 36.0 FEET NORTHWEST OF THE
 JE0719'CENTER LINE OF THE ROAD, 13.0 FEET NORTHWEST OF FENCE CORNER
 JE0719'POST, 1.0 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE, 2.0 FEET
 JE0719'SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 JE0719'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1696 ***********************************************************************
 JE1696  DESIGNATION -  BEACON R
 JE1696  PID         -  JE1696
 JE1696  STATE/COUNTY-  KS/ANDERSON
 JE1696  USGS QUAD   -  GARNETT EAST (1983)
 JE1696
 JE1696                         *CURRENT SURVEY CONTROL
 JE1696  ___________________________________________________________________
 JE1696* NAD 83(1997)-  38 20 20.51827(N)    095 11 33.74010(W)     ADJUSTED  
 JE1696* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 JE1696  ___________________________________________________________________
 JE1696  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 JE1696  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JE1696
 JE1696  HORZ ORDER  -  THIRD
 JE1696
 JE1696.The horizontal coordinates were established by classical geodetic methods
 JE1696.and adjusted by the National Geodetic Survey in October 1998..
 JE1696
 JE1696.The orthometric height was scaled from a topographic map.
 JE1696
 JE1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1696
 JE1696.The geoid height was determined by GEOID03.
 JE1696
 JE1696;                    North         East     Units Scale Factor Converg.
 JE1696;SPC KS S     -   590,738.185   689,074.009   MT  0.99996290   +2 01 56.7
 JE1696;UTM  15      - 4,245,707.777   308,365.088   MT  1.00005229   -1 21 38.1
 JE1696
 JE1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1696!SPC KS S     -   0.99995489  x   0.99996290  =   0.99991779
 JE1696!UTM  15      -   0.99995489  x   1.00005229  =   1.00000718
 JE1696
 JE1696|---------------------------------------------------------------------|
 JE1696| PID    Reference Object                     Distance      Geod. Az  |
 JE1696|                                                           dddmmss.s |
 JE1696| JE1695 TULSA KANSAS CITY AWY BN 16          11.178 METERS 01231     |
 JE1696| CL4254 BEACON R AZ MK                                     1084808.4 |
 JE1696| CL4257 BEACON R RM 3                        11.623 METERS 11337     |
 JE1696| JE1690 GARNETT ANDERSON CO CTHSE FLAG      APPROX. 7.8 KM 2131143.6 |
 JE1696| JE1694 GARNETT MUNICIPAL TANK              APPROX. 7.4 KM 2141230.8 |
 JE1696| CL4256 BEACON R RM 2                        23.397 METERS 26227     |
 JE1696| JE1716 RICHMOND MUN WATER TANK             APPROX. 9.4 KM 3173600.1 |
 JE1696| JE1693 SCIPIO ST BONIFIOUS CH SPIRE        APPROX. 3.7 KM 3235538.7 |
 JE1696|---------------------------------------------------------------------|
 JE1696
 JE1696                          SUPERSEDED SURVEY CONTROL
 JE1696
 JE1696  NAD 83(1986)-  38 20 20.52506(N)    095 11 33.73827(W) AD(       ) 3
 JE1696  NAD 27      -  38 20 20.45700(N)    095 11 32.82800(W) AD(       ) 3
 JE1696
 JE1696.Superseded values are not recommended for survey control.
 JE1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1696.See file dsdata.txt to determine how the superseded data were derived.
 JE1696
 JE1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0836545708(NAD 83)
 JE1696_MARKER: DS = TRIANGULATION STATION DISK
 JE1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1696
 JE1696  HISTORY     - Date     Condition        Report By
 JE1696  HISTORY     - 1948     MONUMENTED       CGS
 JE1696  HISTORY     - 1970     GOOD             NGS
 JE1696
 JE1696                          STATION DESCRIPTION
 JE1696
 JE1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1696'THE STATION IS LOCATED ABOUT 4 MILES NORTH NORTHEAST OF GARNETT,
 JE1696'AT THE SITE OF AIRWAY BEACON R.  IT IS 33 FEET WEST-NORTHWEST OF A
 JE1696'POWER LINE AND 11 FEET NORTH OF AN EAST-WEST HEDGE ROW.  IT IS
 JE1696'STAMPED BEACON R 1948 AND IS 1 FOOT BELOW THE SURFACE OF THE
 JE1696'GROUND.
 JE1696'
 JE1696'REFERENCE MARK NO. 1 IS DIRECTLY UNDER THE CENTER OF AIRWAY
 JE1696'BEACON R.  IT IS STAMPED BEACON R NO 1 1948 AND IS FLUSH WITH THE
 JE1696'SURFACE OF THE GROUND.
 JE1696'
 JE1696'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF AN EAST-WEST HEDGE ROW.
 JE1696'IT IS STAMPED BEACON R NO 2 1948 AND PROJECTS 4 INCHES.
 JE1696'
 JE1696'AZIMUTH MARK IS 70 FEET NORTHEAST OF U.S. HIGHWAY 169, 1 FOOT
 JE1696'NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE LINE, 3 FEET NORTH OF
 JE1696'THE NORTH END OF A WIRE GATE AND 1.5 FEET WEST OF A WITNESS
 JE1696'POST.  IT IS STAMPED BEACON R 1948 AND PROJECTS 4 INCHES.
 JE1696'
 JE1696'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE IN
 JE1696'GARNETT, GO EAST FOR 1.1 MILES TO U.S. HIGHWAY 169, TURN LEFT ON
 JE1696'U.S. HIGHWAY 169 AND GO 3.8 MILES TO THE AZIMUTH MARK ON
 JE1696'THE RIGHT.  CONTINUE ON U.S. HIGHWAY 169 FOR 0.4 MILE TO
 JE1696'A CROSSROAD, TURN LEFT AND GO 0.1 MILE, TURN LEFT AND GO WEST
 JE1696'FOR 1.3 MILE TO THE AIRWAY BEACON AND THE STATION AS DESCRIBED.
 JE1696'
 JE1696'A 74 FOOT SIGNAL AT STATION GARNETT IS VISIBLE AT 50 FEET.
 JE1696'
 JE1696'A 74 FOOT SIGNAL AT STATION POTTA IS VISIBLE AT 20 FEET.
 JE1696'
 JE1696'A 74 FOOT SIGNAL AT STATION GLENLOCK IS VISIBLE AT 10 FEET.
 JE1696'
 JE1696'A 74 FOOT SIGNAL AT STATION WATOMIE IS VISIBLE AT 10 FEET.
 JE1696'
 JE1696'A 74 FOOT SIGNAL AT STATION TAPLEY IS VISIBLE AT 10 FEET.
 JE1696'
 JE1696'A 4 FOOT SIGNAL AT STATION RICHMOND IS VISIBLE AT 10 FEET.
 JE1696'
 JE1696'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1696
 JE1696                          STATION RECOVERY (1970)
 JE1696
 JE1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1696'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 JE1696'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 JE1696'2 HAS BEEN DESTROYED BY ROAD CONSTRUCTION.  THE OLD RAILROAD
 JE1696'BEACON HAS BEEN DISMANTLED AND NOTHING REMAINS.  THE DISTANCE
 JE1696'TO REFERENCE MARK NO. 1 FAILED TO CHECK BY 0.09 FEET AND THE
 JE1696'DIRECTION FAILED TO CHECK BY 6 MINUTES AND 06 SECONDS.  THE
 JE1696'STATION IS ON LAND OWNED BY MR. LYLE ROCKERS WHO LIVES NORTHEAST
 JE1696'OF THE STATION SITE AND REFERRENCE MARK NO. 1 WILL HAVE TO BE
 JE1696'REMOVED WHEN LAND IS PUT IN CULTIVATION.  MR. ROCKER WILL
 JE1696'NOTIFY THE KANSAS CITY OFFICE WHEN HE WANTS THE MARK REMOVED FROM
 JE1696'THE FIELD.
 JE1696'
 JE1696'REFERENCE MARK NO. 3 WAS SET.
 JE1696'
 JE1696'FOLLOWING IS A NEW DESCRIPTION.
 JE1696'
 JE1696'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE SQUARE
 JE1696'IN GARNETT, GO EAST FOR 1.1 MILES TO U.S. HIGHWAY 169.
 JE1696'TURN LEFT AND GO NORTHEAST ON U.S. HIGHWAY 169 FOR 3.8 MILES TO
 JE1696'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST ON U.S.
 JE1696'HIGHWAY 169 FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND GO 0.1
 JE1696'MILE, THEN TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.3 MILES
 JE1696'TO TOP OF HILL AND THE STATION ON THE RIGHT.
 JE1696'
 JE1696'STATION MARK, A STANDARD DISK STAMPED BEACON R. 1948, IS SET
 JE1696'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 10 INCHES BELOW
 JE1696'THE SURFACE OF THE GROUND.  IT IS 34.5 FEET NORTH OF THE
 JE1696'CENTER OF A GRAVELED ROAD, 33 FEET WEST-NORTHWEST OF A POWERLINE
 JE1696'POLE WITH GUYS, AND 12 FEET NORTH OF A METAL WITNESS POST.
 JE1696'THE UNDERGROUND MARK WAS NOT INSPECTED.
 JE1696'
 JE1696'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEACON R. NO.
 JE1696'1 1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 JE1696'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 71 FEET NORTH OF
 JE1696'THE CENTER OF THE GRAVELED ROAD.
 JE1696'
 JE1696'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEACON R. 1948 NO.
 JE1696'3 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JE1696'1 INCH.  IT IS 18.5 FEET NORTH OF THE CENTER OF A GRAVELED
 JE1696'ROAD AND 6.5 FEET EAST OF THE POWERLINE POLE.
 JE1696'
 JE1696'AZIMUTH MARK, A STANDARD DISK STAMPED BEACON R. 1948, IS SET
 JE1696'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 JE1696'IS 70 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 169, 3 FEET
 JE1696'NORTH OF THE NORTH END OF A WIRE GATE, 1 FOOT NORTHWEST
 JE1696'OF THE FENCE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 JE1696'
 JE1696'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES NNE
 JE1696'OF GARNETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0714 ***********************************************************************
 HE0714  DESIGNATION -  BEACON W
 HE0714  PID         -  HE0714
 HE0714  STATE/COUNTY-  KS/ALLEN
 HE0714  USGS QUAD   -  IOLA (1984)
 HE0714
 HE0714                         *CURRENT SURVEY CONTROL
 HE0714  ___________________________________________________________________
 HE0714* NAD 83(1997)-  37 52 52.09725(N)    095 23 27.65656(W)     ADJUSTED  
 HE0714* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 HE0714  ___________________________________________________________________
 HE0714  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HE0714  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HE0714
 HE0714  HORZ ORDER  -  THIRD
 HE0714
 HE0714.The horizontal coordinates were established by classical geodetic methods
 HE0714.and adjusted by the National Geodetic Survey in October 1998..
 HE0714
 HE0714.The orthometric height was scaled from a topographic map.
 HE0714
 HE0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0714
 HE0714.The geoid height was determined by GEOID03.
 HE0714
 HE0714;                    North         East     Units Scale Factor Converg.
 HE0714;SPC KS S     -   539,347.189   673,441.746   MT  0.99993612   +1 54 38.0
 HE0714;UTM  15      - 4,195,322.148   289,721.677   MT  1.00014463   -1 28 07.3
 HE0714
 HE0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0714!SPC KS S     -   0.99995434  x   0.99993612  =   0.99989046
 HE0714!UTM  15      -   0.99995434  x   1.00014463  =   1.00009896
 HE0714
 HE0714|---------------------------------------------------------------------|
 HE0714| PID    Reference Object                     Distance      Geod. Az  |
 HE0714|                                                           dddmmss.s |
 HE0714| CL4260 BEACON W RM 1                         4.142 METERS 00436     |
 HE0714| HE0713 TULSA KANSAS CITY AIRWAY BN 11        5.704 METERS 09049     |
 HE0714| CL4258 BEACON W AZ MK                                     1272346.7 |
 HE0714| CL4259 BEACON W 2 AZ MK                                   1281545.6 |
 HE0714| CL4261 BEACON W RM 2                         4.615 METERS 18401     |
 HE0714| HE0715 BEACON W 2                           49.548 METERS 25216     |
 HE0714| HE0854 PIQUA ST MARTINS CHURCH SPIRE       APPROX.13.6 KM 2872042.7 |
 HE0714| HE0711 IOLA PET MILK CO STACK              APPROX. 5.6 KM 3421126.4 |
 HE0714| HE0708 IOLA LEHIGH CEMENT CO STACK         APPROX. 3.3 KM 3441410.3 |
 HE0714| HE0709 IOLA ALLEN CO CTHSE CLOCKTOWER      APPROX. 4.7 KM 3452851.0 |
 HE0714| HE0710 IOLA MUNICIPAL TANK                 APPROX. 4.9 KM 3542948.8 |
 HE0714|---------------------------------------------------------------------|
 HE0714
 HE0714                          SUPERSEDED SURVEY CONTROL
 HE0714
 HE0714  NAD 83(1997)-  37 52 52.10203(N)    095 23 27.65600(W) AD(       ) 3
 HE0714  NAD 83(1986)-  37 52 52.10255(N)    095 23 27.64804(W) AD(       ) 3
 HE0714  NAD 27      -  37 52 51.96300(N)    095 23 26.70000(W) AD(       ) 3
 HE0714
 HE0714.Superseded values are not recommended for survey control.
 HE0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0714.See file dsdata.txt to determine how the superseded data were derived.
 HE0714
 HE0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8972295322(NAD 83)
 HE0714_MARKER: DD = SURVEY DISK
 HE0714_SETTING: 0 = UNSPECIFIED SETTING
 HE0714
 HE0714  HISTORY     - Date     Condition        Report By
 HE0714  HISTORY     - 1948     MONUMENTED       CGS
 HE0714  HISTORY     - 1967     GOOD             CGS
 HE0714
 HE0714                          STATION DESCRIPTION
 HE0714
 HE0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0714'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF IOLA, 0.8 MILE
 HE0714'NORTHWEST OF THE IOLA MUNICIPAL AIRPORT AND 0.2 MILE NORTH
 HE0714'OF THE PRAIRIE DELL SCHOOL HOUSE ON THE HIGH POINT OF A
 HE0714'PROMINENT RIDGE OVERLOOKING IOLA TO THE NORTH AND THE AIRPORT
 HE0714'TO THE SOUTHEAST.  IT IS 36 FEET EAST OF THE CENTER OF A
 HE0714'NORTH-SOUTH GRAVELED ROAD, 5 FEET WEST OF A NORTH-SOUTH FENCE
 HE0714'LINE, 19 FEET WEST OF AIRWAY BEACON 1020 AND 5 FEET
 HE0714'SOUTH-SOUTHWEST OF WITNESS POST.  IT IS STAMPED BEACON. W.
 HE0714'1948 AND PROJECTS 4 INCHES.
 HE0714'
 HE0714'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 36 FEET EAST OF THE
 HE0714'CENTER OF THE NORTH-SOUTH ROAD AND 4.5 FEET WEST OF NORTH-SOUTH
 HE0714'FENCE LINE.  IT IS STAMPED BEACON. W. NO 1 1948 AND PROJECTS
 HE0714'4 INCHES.
 HE0714'
 HE0714'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 36 FEET EAST OF THE
 HE0714'CENTER OF THE NORTH-SOUTH ROAD AND 5 FEET WEST OF NORTH-SOUTH
 HE0714'FENCE LINE.  IT IS STAMPED BEACON.W. NO 2 1948 AND PROJECTS 4
 HE0714'INCHES.
 HE0714'
 HE0714'THE AZIMUTH MARK IS ABOUT 0.8 MILE SOUTHEAST OF THE STATION,
 HE0714'200 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HANGAR, 10
 HE0714'FEET SOUTHEAST OF SOUTHEAST END OF FENCE AROUND AIRFIELD AND 30
 HE0714'FEET WEST OF THE CENTER OF DRIVEWAY INTO AIRPORT OFFICE.  IT
 HE0714'IS STAMPED BEACON. W. 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 HE0714'TO REACH FROM THE STATION, GO SOUTH 0.2 MILE TO CROSSROAD,
 HE0714'TURN LEFT AND GO EAST FOR 0.35 MILE TO SIDE ROAD RIGHT INTO THE
 HE0714'AIRPORT, TURN RIGHT AND GO SOUTH FOR 0.2 MILE TO THE MARK
 HE0714'ON THE WEST SIDE AS DESCRIBED.
 HE0714'
 HE0714'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT
 HE0714'HOUSE IN IOLA, GO EAST ON U.S. HIGHWAY 54 FOR 0.7 MILE TO S.
 HE0714'KENTUCKY STREET, TURN RIGHT AND GO SOUTH FOR 2.8 MILES TO THE
 HE0714'TOP OF THE RIDGE TO THE AIRWAY BEACON AND STATION JUST WEST
 HE0714'AS DESCRIBED.
 HE0714'
 HE0714'A 74 FOOT SIGNAL AT STATION BARNHART 1934 IS VISIBLE AT 4 FEET.
 HE0714'
 HE0714'A 74 FOOT SIGNAL AT STATION IOLA 1934 IS VISIBLE AT 4 FEET.
 HE0714'
 HE0714'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 HE0714
 HE0714                          STATION RECOVERY (1967)
 HE0714
 HE0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HE0714'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 HE0714'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 HE0714'WAS NOT RECOVERED AND WAS ASSUMED DESTROYED DURING CONSTRUCTION
 HE0714'AT THE AIRPORT.
 HE0714'
 HE0714'THE STATION MARK AND THE REFERENCE MARKS WERE IN THE WAY OF ROAD
 HE0714'CONSTRUCTION AND WERE MOVED.
 HE0714'
 HE0714'BEACON W. 2 1967 WAS ESTABLISHED AND ALSO A NEW AZIMUTH
 HE0714'MARK WAS SET.  FOR FURTHER INFORMATION SEE THE DESCRIPTION
 HE0714'FOR BEACON W. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0715 ***********************************************************************
 HE0715  DESIGNATION -  BEACON W 2
 HE0715  PID         -  HE0715
 HE0715  STATE/COUNTY-  KS/ALLEN
 HE0715  USGS QUAD   -  IOLA (1984)
 HE0715
 HE0715                         *CURRENT SURVEY CONTROL
 HE0715  ___________________________________________________________________
 HE0715* NAD 83(1997)-  37 52 51.60758(N)    095 23 29.58770(W)     ADJUSTED  
 HE0715* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 HE0715  ___________________________________________________________________
 HE0715  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HE0715  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HE0715
 HE0715  HORZ ORDER  -  THIRD
 HE0715
 HE0715.The horizontal coordinates were established by classical geodetic methods
 HE0715.and adjusted by the National Geodetic Survey in October 1998..
 HE0715.No horizontal observational check was made to the station.
 HE0715
 HE0715.The orthometric height was scaled from a topographic map.
 HE0715
 HE0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0715
 HE0715.The geoid height was determined by GEOID03.
 HE0715
 HE0715;                    North         East     Units Scale Factor Converg.
 HE0715;SPC KS S     -   539,330.528   673,395.087   MT  0.99993612   +1 54 36.8
 HE0715;UTM  15      - 4,195,308.263   289,674.107   MT  1.00014488   -1 28 08.4
 HE0715
 HE0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0715!SPC KS S     -   0.99995434  x   0.99993612  =   0.99989046
 HE0715!UTM  15      -   0.99995434  x   1.00014488  =   1.00009921
 HE0715
 HE0715|---------------------------------------------------------------------|
 HE0715| PID    Reference Object                     Distance      Geod. Az  |
 HE0715|                                                           dddmmss.s |
 HE0715| HE0714 BEACON W                             49.548 METERS 07216     |
 HE0715| CL4259 BEACON W 2 AZ MK                                   1255711.6 |
 HE0715| CL4262 BEACON W 2 RM 3                      14.729 METERS 19300     |
 HE0715| CL4263 BEACON W 2 RM 4                      13.759 METERS 28225     |
 HE0715| HE0854 PIQUA ST MARTINS CHURCH SPIRE       APPROX.13.5 KM 2872756.0 |
 HE0715| HE0711 IOLA PET MILK CO STACK              APPROX. 5.6 KM 3424205.3 |
 HE0715|---------------------------------------------------------------------|
 HE0715
 HE0715                          SUPERSEDED SURVEY CONTROL
 HE0715
 HE0715  NAD 83(1997)-  37 52 51.61235(N)    095 23 29.58714(W) AD(       ) 3
 HE0715  NAD 83(1986)-  37 52 51.61287(N)    095 23 29.57917(W) AD(       ) 3
 HE0715  NAD 27      -  37 52 51.47335(N)    095 23 28.63098(W) AD(       ) 3
 HE0715
 HE0715.Superseded values are not recommended for survey control.
 HE0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0715.See file dsdata.txt to determine how the superseded data were derived.
 HE0715
 HE0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8967495308(NAD 83)
 HE0715_MARKER: DS = TRIANGULATION STATION DISK
 HE0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0715
 HE0715  HISTORY     - Date     Condition        Report By
 HE0715  HISTORY     - 1967     MONUMENTED       CGS
 HE0715
 HE0715                          STATION DESCRIPTION
 HE0715
 HE0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HE0715'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF IOLA, 3/4 MILE
 HE0715'NORTHWEST OF THE IOLA, MUNICIPAL AIRPORT, ON A PROMINENT RIDGE
 HE0715'OVERLOOKING IOLA TO THE NORTH, AND IN PASTURE LAND WEST OF A
 HE0715'NORTH-SOUTH ROAD.
 HE0715'
 HE0715'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 HE0715'IN IOLA, GO WEST ON U.S. HIGHWAY 54 FOR 0.2 MILE TO THE JUNCTION
 HE0715'OF U.S. HIGHWAY 169 AND STATE HIGHWAY 57.  TURN LEFT AND GO SOUTH
 HE0715'ON U.S. HIGHWAY 169 FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT
 HE0715'(MEADOW LARK DRIVE).  TURN LEFT AND GO EAST FOR 1.0 MILE TO
 HE0715'A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR
 HE0715'0.8 MILE TO THE TOP OF HILL AND THE STATION ON THE RIGHT.
 HE0715'
 HE0715'STATION MARKS ARE STANDARD DISKS STAMPED BEACON W. 2 1967.
 HE0715'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 HE0715'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT
 HE0715'125 FEET WEST OF THE NORTH-SOUTH ROAD AND IN OPEN PASTURE LAND.
 HE0715'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 3
 HE0715'FEET BELOW THE SURFACE OF THE GROUND.
 HE0715'
 HE0715'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEACON W. 2 NO. 3
 HE0715'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HE0715'1 INCH.  IT IS IN OPEN PASTURE LAND AND IS ABOUT 1 FOOT HIGHER
 HE0715'IN ELEVATION THAN THE STATION.
 HE0715'
 HE0715'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BEACON W. 2 NO. 4
 HE0715'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HE0715'1 INCH.  IT IS IN OPEN PASTURE LAND AND IS ABOUT 2 FEET
 HE0715'LOWER IN ELEVATION THAN THE STATION.
 HE0715'
 HE0715'AZIMUTH MARK, A STANDARD DISK STAMPED BEACON W. 2 1967, IS
 HE0715'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 HE0715'INCHES.  IT IS 75 FEET EAST OF THE CENTER OF THE AIRPORT ROAD,
 HE0715'3 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HANGAR NEAR
 HE0715'OFFICE, AND 1.5 FEET NORTH OF THE NORTH SIDE OF THE HANGAR.
 HE0715'
 HE0715'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 HE0715'GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO
 HE0715'EAST ON A GRAVELED ROAD FOR 0.3 MILE TO THE AIRPORT ROAD ON
 HE0715'THE RIGHT.  TURN RIGHT AND GO SOUTHEAST AND SOUTH FOR 0.3 MILE TO
 HE0715'THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0663 ***********************************************************************
 KH0663  DESIGNATION -  BEAR
 KH0663  PID         -  KH0663
 KH0663  STATE/COUNTY-  KS/THOMAS
 KH0663  USGS QUAD   -  BREWSTER NE (1967)
 KH0663
 KH0663                         *CURRENT SURVEY CONTROL
 KH0663  ___________________________________________________________________
 KH0663* NAD 83(1997)-  39 29 49.57242(N)    101 21 01.75760(W)     ADJUSTED  
 KH0663* NAVD 88     -      1034.26   (+/-2cm)    3393.2    (feet)  VERTCON   
 KH0663  ___________________________________________________________________
 KH0663  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 KH0663  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 KH0663
 KH0663  HORZ ORDER  -  THIRD
 KH0663  VERT ORDER  -  THIRD ? (See Below)
 KH0663
 KH0663.The horizontal coordinates were established by classical geodetic methods
 KH0663.and adjusted by the National Geodetic Survey in October 1998..
 KH0663
 KH0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0663.The vertical order pertains to the NGVD 29 superseded value.
 KH0663
 KH0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0663
 KH0663.The geoid height was determined by GEOID03.
 KH0663
 KH0663;                    North         East     Units Scale Factor Converg.
 KH0663;SPC KS N     -   134,524.243   111,876.617   MT  0.99996607   -2 07 11.7
 KH0663;UTM  14      - 4,374,580.689   297,888.007   MT  1.00010296   -1 29 43.8
 KH0663
 KH0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0663!SPC KS N     -   0.99984154  x   0.99996607  =   0.99980761
 KH0663!UTM  14      -   0.99984154  x   1.00010296  =   0.99994448
 KH0663
 KH0663|---------------------------------------------------------------------|
 KH0663| PID    Reference Object                     Distance      Geod. Az  |
 KH0663|                                                           dddmmss.s |
 KH0663| CP7389 BEAR RM 1                            12.391 METERS 00547     |
 KH0663| CP7390 BEAR RM 3                            14.813 METERS 09021     |
 KH0663| KH0664 TT 40 W                              18.844 METERS 26922     |
 KH0663| CP7388 BEAR AZ MK                                         3430415.5 |
 KH0663|---------------------------------------------------------------------|
 KH0663
 KH0663                          SUPERSEDED SURVEY CONTROL
 KH0663
 KH0663  NAD 83(1986)-  39 29 49.57305(N)    101 21 01.75911(W) AD(       ) 3
 KH0663  NAD 27      -  39 29 49.57300(N)    101 21 00.17200(W) AD(       ) 3
 KH0663  NGVD 29 (07/19/86) 1033.85   (m)         3391.9    (f) LEVELING    3  
 KH0663
 KH0663.Superseded values are not recommended for survey control.
 KH0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0663.See file dsdata.txt to determine how the superseded data were derived.
 KH0663
 KH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ9788874581(NAD 83)
 KH0663_MARKER: DS = TRIANGULATION STATION DISK
 KH0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0663
 KH0663  HISTORY     - Date     Condition        Report By
 KH0663  HISTORY     - 1951     MONUMENTED       CGS
 KH0663  HISTORY     - 1963     GOOD             CGS
 KH0663
 KH0663                          STATION DESCRIPTION
 KH0663
 KH0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0663'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH AND 1.0 MILE EAST
 KH0663'OF BREWSTER ON THE ROAD RIGHT-OF-WAY, 102 FEET EAST OF A FENCE
 KH0663'CORNER, 19 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND 2 FEET
 KH0663'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED BEAR 1951
 KH0663'AND PROJECTS 2 INCHES.
 KH0663'
 KH0663'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 20 FEET
 KH0663'NORTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT SOUTH OF AN
 KH0663'EAST-WEST FENCE LINE.  IT IS STAMPED BEAR NO 1 1951 AND PROJECTS
 KH0663'3 INCHES.
 KH0663'
 KH0663'TT 40W (USGS) WAS USED FOR REFERENCE MARK NO. 2.  IT IS A BRONZE
 KH0663'DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST, 41 FEET
 KH0663'EAST OF A FENCE CORNER, 20 FEET SOUTH OF THE CENTER OF A
 KH0663'DIRT ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 KH0663'STAMPED TT 40W 1941 AND PROJECTS 2 INCHES.
 KH0663'
 KH0663'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 77.73 FEET.
 KH0663'
 KH0663'THE AZIMUTH MARK IS IN THE WEST EDGE OF A PASTURE, 30 FEET
 KH0663'EAST OF THE CENTER OF A DIRT ROAD, 1 FOOT SOUTH OF A POWER
 KH0663'LINE POLE AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT
 KH0663'IS STAMPED BEAR 1951 AND PROJECTS 3 INCHES.
 KH0663'
 KH0663'TO REACH THE STATION FROM THE POST OFFICE IN BREWSTER, GO
 KH0663'NORTH FOR 0.25 MILE TO A CROSSROAD AT THE NORTHWEST CORNER OF
 KH0663'SCHOOLYARD, TURN RIGHT AND GO EAST FOR 0.2 MILE TO A CROSSROAD.
 KH0663'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 9.0 MILES TO A
 KH0663'CROSSROAD, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 1.0 MILE
 KH0663'TO A CROSSROAD, (TURN LEFT AND GO NORTH FOR 0.35 MILE TO
 KH0663'AZIMUTH MARK ON RIGHT AS DESCRIBED) CONTINUE EAST FOR 0.15 MILE
 KH0663'TO STATION ON RIGHT AS DESCRIBED.
 KH0663
 KH0663                          STATION RECOVERY (1963)
 KH0663
 KH0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KH0663'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KH0663'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS IN THE
 KH0663'WAY OF FARMING OPERATIONS, SO IT WAS DESTROYED AND R.M. NO. 3
 KH0663'WAS ESTABLISHED EAST OF THE STATION.  A COMPLETE DESCRIPTION
 KH0663'FOLLOWS.
 KH0663'
 KH0663'STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF BREWSTER
 KH0663'ON A SECTION-LINE ROAD RIGHT-OF-WAY IN THE NW 1/4 OF SEC. 33,
 KH0663'T 6 S., R 36 W., AND ABOUT 100 YARDS EAST OF FARM BUILDINGS,
 KH0663'102 FEET EAST OF A NORTHWEST CORNER FENCE, AND 2 FEET NORTH
 KH0663'OF A FENCE ALONG THE NORTH SIDE OF PASTURE.  THE MARK PROJECTS
 KH0663'1 INCH AND THE DISK IS STAMPED BEAR 1951.
 KH0663'
 KH0663'TO REACH THE STATION FROM THE RAILROAD STATION IN BREWSTER,
 KH0663'GO NORTH ON MAIN ST. FOR 0.4 MILE TO A T-ROAD.  TURN RIGHT AND GO
 KH0663'EAST ON HARD-SURFACED ROAD FOR 0.2 MILE.  TURN LEFT AND GO
 KH0663'NORTH ON HARD-SURFACED ROAD FOR 9.00 MILES TO CROSSROADS.
 KH0663'TURN RIGHT AND GO EAST FOR 1.0 MILE TO CROSSROADS.  CONTINUE
 KH0663'EAST ON TRACK ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT
 KH0663'AND THE MARKS AS DESCRIBED.
 KH0663'
 KH0663'REFERENCE MARK NO. 2 IS A USGS MARK, TT 40 W, SET IN THE TOP
 KH0663'OF A SIX INCH SQUARE CONCRETE POST, 40 FEET EAST OF A NORTHWEST
 KH0663'FENCE CORNER, 20 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 KH0663'AND 1 FEET NORTH OF AN EAST-WEST FENCE ALONG THE NORTH SIDE
 KH0663'OF A PASTURE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 KH0663'STAMPED TT 40 W 1941.
 KH0663'
 KH0663'REFERENCE MARK NO. 3 IS EAST OF THE STATION, AND 1 FOOT NORTH
 KH0663'OF AN EAST-WEST FENCE ALONG THE NORTH SIDE OF A PASTURE.
 KH0663'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BEAR NO
 KH0663'3 1951.
 KH0663'
 KH0663'AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION, 30 FEET EAST
 KH0663'OF THE CENTER OF A GRAVEL ROAD, 1 FOOT SOUTH OF A POWER POLE,
 KH0663'AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST.  THE MARK
 KH0663'PROJECTS 2 INCHES AND THE DISK IS STAMPED BEAR 1951.
 KH0663'
 KH0663'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON TRACK
 KH0663'ROAD FOR 0.15 MILE TO CROSSROADS.  TURN RIGHT AND GO NORTH
 KH0663'ON GRAVEL ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT
 KH0663'AT THE SECOND POWER POLE SOUTH OF A WINDMILL.
 KH0663'
 KH0663'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0633 ***********************************************************************
 KH0633  DESIGNATION -  BEARDSLEY
 KH0633  PID         -  KH0633
 KH0633  STATE/COUNTY-  KS/RAWLINS
 KH0633  USGS QUAD   -  MC DONALD (1978)
 KH0633
 KH0633                         *CURRENT SURVEY CONTROL
 KH0633  ___________________________________________________________________
 KH0633* NAD 83(1997)-  39 47 08.31017(N)    101 16 14.74852(W)     ADJUSTED  
 KH0633* NAVD 88     -       984.     (meters)    3228.     (feet)  SCALED    
 KH0633  ___________________________________________________________________
 KH0633  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 KH0633  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 KH0633
 KH0633  HORZ ORDER  -  THIRD
 KH0633
 KH0633.The horizontal coordinates were established by classical geodetic methods
 KH0633.and adjusted by the National Geodetic Survey in October 1998..
 KH0633
 KH0633.The orthometric height was scaled from a topographic map.
 KH0633
 KH0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0633
 KH0633.The geoid height was determined by GEOID03.
 KH0633
 KH0633;                    North         East     Units Scale Factor Converg.
 KH0633;SPC KS N     -   166,287.852   119,886.307   MT  1.00000038   -2 04 10.1
 KH0633;UTM  14      - 4,406,432.403   305,554.256   MT  1.00006550   -1 27 12.8
 KH0633
 KH0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0633!SPC KS N     -   0.99984933  x   1.00000038  =   0.99984971
 KH0633!UTM  14      -   0.99984933  x   1.00006550  =   0.99991482
 KH0633
 KH0633|---------------------------------------------------------------------|
 KH0633| PID    Reference Object                     Distance      Geod. Az  |
 KH0633|                                                           dddmmss.s |
 KH0633| CP7395 BEARDSLEY RM 1                       14.968 METERS 08314     |
 KH0633| KH0634 TT 61 LW                            APPROX. 0.7 KM 0901053.0 |
 KH0633| CP7396 BEARDSLEY RM 2                       49.666 METERS 18216     |
 KH0633| KH0635 MCDONALD MUNICIPAL TANK             APPROX. 8.3 KM 2692527.5 |
 KH0633|---------------------------------------------------------------------|
 KH0633
 KH0633                          SUPERSEDED SURVEY CONTROL
 KH0633
 KH0633  NAD 83(1997)-  39 47 08.31069(N)    101 16 14.74846(W) AD(       ) 3
 KH0633  NAD 83(1986)-  39 47 08.31105(N)    101 16 14.75033(W) AD(       ) 3
 KH0633  NAD 27      -  39 47 08.32100(N)    101 16 13.17300(W) AD(       ) 3
 KH0633
 KH0633.Superseded values are not recommended for survey control.
 KH0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0633.See file dsdata.txt to determine how the superseded data were derived.
 KH0633
 KH0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK0555406432(NAD 83)
 KH0633_MARKER: DS = TRIANGULATION STATION DISK
 KH0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0633
 KH0633  HISTORY     - Date     Condition        Report By
 KH0633  HISTORY     - 1951     MONUMENTED       CGS
 KH0633
 KH0633                          STATION DESCRIPTION
 KH0633
 KH0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0633'THE STATION IS LOCATED 5.3 MILES EAST OF THE DEPOT IN MC DONALD,
 KH0633'ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 36.  IT IS 70.0
 KH0633'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 36 AND AND 10.0 FEET
 KH0633'SOUTH OF A POWERLINE POLE AND A WITNESS POST.  IT IS SET FLUSH
 KH0633'AND STAMPED BEARDSLEY 1951.
 KH0633'
 KH0633'REFERENCE MARK NO. 1 IS 75.0 FEET NORTH OF THE CENTER OF U.S.
 KH0633'HIGHWAY 36 AND 49.0 FEET EAST OF A POWERLINE POLE.  IT IS SET
 KH0633'FLUSH AND STAMPED BEARDSLEY NO 1 1951.
 KH0633'
 KH0633'REFERENCE MARK NO. 2 IS 93.0 FEET SOUTH OF THE CENTER OF U.S.
 KH0633'HIGHWAY 36, 5.0 FEET WEST OF A TELEPHONE POLE AND 1.0 FOOT NORTH
 KH0633'OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH AND STAMPED
 KH0633'BEARDSLEY NO 2 1951.
 KH0633'
 KH0633'U.S.G.S. BENCH MARK TT 61 LW WAS USED AS THE AZIMUTH MARK.  IT
 KH0633'IS LOCATED 0.45 MILE EAST OF THE STATION AND ABOUT 150 YARDS
 KH0633'WEST OF A T ROAD LEADING NORTH.  IT IS 75.0 FEET NORTH OF THE
 KH0633'CENTER OF U.S. HIGHWAY 36, 3.0 FEET SOUTH OF AN EAST-WEST FENCE
 KH0633'LINE AND 2.0 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD
 KH0633'U.S.G.S. DISK SET IN A 6 INCH SQUARE CONCRETE POST AND STAMPED
 KH0633'TT 61 LW 1948 3228.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0834 ***********************************************************************
 HH0834  DESIGNATION -  BEARMAN
 HH0834  PID         -  HH0834
 HH0834  STATE/COUNTY-  KS/STANTON
 HH0834  USGS QUAD   -  JOHNSON WEST (1973)
 HH0834
 HH0834                         *CURRENT SURVEY CONTROL
 HH0834  ___________________________________________________________________
 HH0834* NAD 83(1997)-  37 35 08.43056(N)    101 48 45.26895(W)     ADJUSTED  
 HH0834* NAVD 88     -      1054.0    (meters)    3458.     (feet)  VERTCON   
 HH0834  ___________________________________________________________________
 HH0834  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 HH0834  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 HH0834
 HH0834  HORZ ORDER  -  FIRST
 HH0834
 HH0834.The horizontal coordinates were established by classical geodetic methods
 HH0834.and adjusted by the National Geodetic Survey in October 1998..
 HH0834
 HH0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0834
 HH0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0834
 HH0834.The geoid height was determined by GEOID03.
 HH0834
 HH0834;                    North         East     Units Scale Factor Converg.
 HH0834;SPC KS S     -   507,192.555   107,494.524   MT  0.99995261   -2 02 08.4
 HH0834;UTM  14      - 4,163,566.051   251,654.871   MT  1.00035975   -1 42 59.0
 HH0834
 HH0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0834!SPC KS S     -   0.99983849  x   0.99995261  =   0.99979110
 HH0834!UTM  14      -   0.99983849  x   1.00035975  =   1.00019818
 HH0834
 HH0834|---------------------------------------------------------------------|
 HH0834| PID    Reference Object                     Distance      Geod. Az  |
 HH0834|                                                           dddmmss.s |
 HH0834| CM8374 BEARMAN RM 1                         30.376 METERS 02651     |
 HH0834| HH0835 JOHNSON GRADE SCHOOL CUPOLA         APPROX. 5.4 KM 1072227.8 |
 HH0834| HH0837 JOHNSON MUN WATER TANK              APPROX. 5.8 KM 1110833.1 |
 HH0834| CM8376 BEARMAN RM 3                         77.711 METERS 17252     |
 HH0834| CM8373 BEARMAN AZ MK                                      2012418.6 |
 HH0834| CM8377 BEARMAN RM 4                         87.981 METERS 20858     |
 HH0834| HH0843 MANTER MUN WATER TANK               APPROX. 9.4 KM 2235121.7 |
 HH0834| CM8375 BEARMAN RM 2                         26.575 METERS 29558     |
 HH0834|---------------------------------------------------------------------|
 HH0834
 HH0834                          SUPERSEDED SURVEY CONTROL
 HH0834
 HH0834  NAD 83(1997)-  37 35 08.43139(N)    101 48 45.26912(W) AD(       ) 1
 HH0834  NAD 83(1997)-  37 35 08.43497(N)    101 48 45.26315(W) AD(       ) 1
 HH0834  NAD 83(1986)-  37 35 08.43512(N)    101 48 45.26205(W) AD(       ) 1
 HH0834  NAD 27      -  37 35 08.37865(N)    101 48 43.63886(W) AD(       ) 1
 HH0834  NGVD 29 (12/08/88) 1053.6    (m)         3457.     (f) VERT ANG       
 HH0834
 HH0834.Superseded values are not recommended for survey control.
 HH0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0834.See file dsdata.txt to determine how the superseded data were derived.
 HH0834
 HH0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5165563566(NAD 83)
 HH0834_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HH0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0834_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0834+STABILITY: SURFACE MOTION
 HH0834
 HH0834  HISTORY     - Date     Condition        Report By
 HH0834  HISTORY     - 1934     MONUMENTED       CGS
 HH0834  HISTORY     - 1937     GOOD             CGS
 HH0834  HISTORY     - 1961     GOOD             CGS
 HH0834  HISTORY     - 1967     SEE DESCRIPTION  CGS
 HH0834  HISTORY     - 1972     GOOD             NGS
 HH0834  HISTORY     - 1987     GOOD             NOS
 HH0834
 HH0834                          STATION DESCRIPTION
 HH0834
 HH0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0834'THIS STATION IS ABOUT 3 MILES WNW OF JOHNSON, 0.2 MILE E OF
 HH0834'A TRACK ROAD, 0.4 MILE N OF U.S. HIGHWAY 160, ON HIGHEST HILL
 HH0834'IN CLOSE VICINITY ON SANDY WASTE LAND ABOUT 3/4 MILE NNE OF
 HH0834'THE FARMHOUSE OF MR. COMBS, IN NW 1/4 OF SEC. 28, T 28 S, R 41 W.
 HH0834'THE MARK IS FLUSH WITH THE GROUND.  THE LAND IS OWNED BY MR.
 HH0834'HENRY BEARMAN WHO LIVES ABOUT 1-1/2 MILES NNW, AND WHO GAVE HIS
 HH0834'CONSENT FOR THE ESTABLISHMENT.
 HH0834'
 HH0834'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0834'BRONZE DISKS SET IN CONCRETE.
 HH0834'
 HH0834'REFERENCE MARK NO. 1 IS NNE OF THE STATION AND PROJECTS 2
 HH0834'INCHES.
 HH0834'
 HH0834'REFERENCE MARK NO. 2 IS WNW OF THE STATION AND PROJECTS 2 INCHES.
 HH0834'
 HH0834'AZIMUTH MARK IS SSW OF THE STATION, 4 FEET NE OF THE NE CORNER
 HH0834'OF MR. COMBS FARMYARD, 219 FEET N OF THE CENTER LINE OF U.S.
 HH0834'HIGHWAY 160, AND PROJECTS 2 INCHES.
 HH0834'
 HH0834'THE STATION IS REACHED FROM THE INTERSECTION OF THE MAIN STREETS
 HH0834'IN JOHNSON, WHICH IS 1 BLOCK S OF THE COURTHOUSE, BY GOING W
 HH0834'ON U.S. HIGHWAY 160 FOR 0.6 MILE.  CROSS STATE HIGHWAY 27 AND
 HH0834'CONTINUE W 1.0 MILE.  TURN RIGHT AND GO N 0.5 MILE, THEN LEFT
 HH0834'AND GO W 2.0 MILES.  LEAVE U.S. HIGHWAY 160, TURN RIGHT OR N
 HH0834'AT THE E EDGE OF A FARMYARD AROUND BUILDINGS, AND GO 0.4 MILE
 HH0834'ALONG THE E SIDE OF A FENCE LINE, LEAVE THE FENCE AND TRACK
 HH0834'ROAD AND DRIVE ENE ACROSS SANDY COUNTRY TO THE TOP OF THE
 HH0834'RIDGE AND THE STATION.
 HH0834'
 HH0834'ALL OF THE OBJECTS, EXCEPT STATIONS SWANSON AND MEADOR, ARE
 HH0834'VISIBLE FROM THE GROUND.
 HH0834'
 HH0834'HEIGHT OF LIGHT ABOVE STATION MARK - 6.46 METERS.
 HH0834
 HH0834                          STATION RECOVERY (1937)
 HH0834
 HH0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 HH0834'RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD CONDITION.
 HH0834'
 HH0834'TO REACH FROM JOHNSON, START FROM THE MAIN STREET AND GO W
 HH0834'ON U.S. HIGHWAY 160 FOR 4.1 MILES TO ROAD N.  THEN N ALONG E
 HH0834'EDGE OF A FARMYARD AROUND BUILDINGS, AND GO 0.5 MILE TO N SIDE
 HH0834'OF AN E-W FENCE.  THERE TURN NE AND GO 0.2 MILE TO TOP OF
 HH0834'RIDGE AND THE STATION.
 HH0834
 HH0834                          STATION RECOVERY (1961)
 HH0834
 HH0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0834'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HH0834'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN GOOD
 HH0834'CONDITION.  THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 HH0834'THE DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED, HOWEVER
 HH0834'THE DISTANCE TO REFERENCE MARK NO. 1 MISSED THE PREVIOUS
 HH0834'MEASUREMENT BY .02 FOOT (SHORTER DISTANCE), AND THE DISTANCE
 HH0834'TO REFERENCE MARK NO. 2 MISSED THE PREVIOUS MEASUREMENT BY
 HH0834'.024 METERS (SHORTER DISTANCE).
 HH0834'
 HH0834'A NEW TO REACH FOLLOWS--
 HH0834'
 HH0834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 270,
 HH0834'160 AND STATE HIGHWAY 27, ABOUT 1 MILE NORTHWEST OF JOHNSON, GO
 HH0834'WEST ON A PAVED ROAD 2.8 MILES TO A CROSSROAD 0.1 MILE BEFORE
 HH0834'REACHING A HOUSE ON THE RIGHT, NORTH SIDE OF THE ROAD.  TURN
 HH0834'RIGHT, NORTH ON A FIELD ROAD 0.05 MILE TO THE AZIMUTH MARK ON
 HH0834'THE LEFT, WEST SIDE OF THE ROAD, NEAR A FENCE CORNER.  CONTINUE
 HH0834'NORTH ON THE FIELD ROAD 0.35 MILE TO A FIELD ROAD ON THE
 HH0834'RIGHT.  TURN RIGHT, EAST UPHILL ON THE FIELD ROAD 0.2 MILE TO
 HH0834'THE SUMMIT OF A SANDY RIDGE.  TURN LEFT, NORTH ALONG THE
 HH0834'SUMMIT OF THE SANDY RIDGE 0.05 MILE TO THE HIGHEST PART OF A
 HH0834'SANDY KNOLL AND THE STATION.
 HH0834'
 HH0834'NOTE--METAL WITNESS POSTS WERE SET 5.5 FEET WEST OF THE STATION
 HH0834'MARK, 2.4 FEET NORTHEAST OF REFERENCE MARK NO. 1, 2.3 FEET
 HH0834'NORTHWEST OF REFERENCE MARK NO. 2 AND 2.1 FEET EAST OF THE
 HH0834'AZIMUTH MARK.
 HH0834'
 HH0834'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HH0834
 HH0834                          STATION RECOVERY (1967)
 HH0834
 HH0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HH0834'AT THE REQUEST OF THE PROPERTY OWNER, MR. RALPH L. DESELMS, THE
 HH0834'STATION MARKS WERE LOWERED AND THE REFERENCE MARKS WERE SET IN
 HH0834'THE EAST-WEST FENCE LINE SOUTH OF THE STATION.  THE STATION
 HH0834'SITE IS NOW IN CULTIVATION AND LAND IS BEING PREPARED FOR
 HH0834'IRRIGATION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD
 HH0834'CONDITION.
 HH0834'
 HH0834'FOLLOWING IS A NEW DESCRIPTION.
 HH0834'
 HH0834'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 270,
 HH0834'160 AND STATE HIGHWAY 27, ABOUT 1 MILE NORTHWEST OF JOHNSON, GO
 HH0834'WEST ON A PAVED ROAD FOR 2.8 MILES TO A CROSSROAD.  TURN RIGHT AND
 HH0834'GO NORTH ON A SECTION LINE ROAD FOR 0.05 MILE TO THE AZIMUTH
 HH0834'MARK ON THE LEFT.  CONTINUE NORTH ON THE SECTION LINE ROAD FOR
 HH0834'0.35 MILE TO A FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO
 HH0834'EAST ON A FIELD ROAD FOR 0.2 MILE TO THE SUMMIT OF A SANDY
 HH0834'RIDGE.  TURN LEFT AND GO NORTH THROUGH CULTIVATED FIELD FOR
 HH0834'0.05 MILE TO HIGHEST POINT OF SANDY KNOLL AND THE STATION.
 HH0834'
 HH0834'STATION MARKS ARE STANDARD DISKS STAMPED BEARMAN 1934 1967.
 HH0834'THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HH0834'IS 30 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND
 HH0834'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 HH0834'THE SURFACE OF THE GROUND.
 HH0834'
 HH0834'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEARMAN 1934
 HH0834'NO. 3 1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HH0834'PROJECTS 6 INCHES.  IT IS 29 FEET SOUTH OF THE CENTER OF
 HH0834'THE FIELD ROAD, 2 FEET NORTH OF OLD FENCE, AND 2 FEET EAST OF
 HH0834'A METAL WITNESS POST.
 HH0834'
 HH0834'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BEARMAN 1934
 HH0834'NO. 4 1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HH0834'PROJECTS 6 INCHES.  IT IS 16 FEET SOUTH OF THE CENTER OF THE
 HH0834'FIELD ROAD, 3 FEET NORTH OF THE FENCE, AND 2 FEET WEST OF A
 HH0834'METAL WITNESS POST.
 HH0834'
 HH0834'AZIMUTH MARK, A STANDARD DISK STAMPED BEARMAN 1934, IS SET
 HH0834'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 3 INCHES BELOW
 HH0834'THE SURFACE OF THE GROUND.  IT IS 34 FEET WEST OF THE CENTER
 HH0834'OF THE SECTION LINE ROAD, 2 FEET EAST OF A FENCE, AND 2 FEET WEST
 HH0834'OF A METAL WITNESS POST.
 HH0834'
 HH0834'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 HH0834'MILES NORTHWEST OF JOHNSON
 HH0834
 HH0834                          STATION RECOVERY (1972)
 HH0834
 HH0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JSA)
 HH0834'THE OLD DESCRIPTION IS ADEQUATE.
 HH0834'
 HH0834'HEIGHT OF INSTRUMENT 7.75 FT.  STANDARD BRACED TRIPOD USED.
 HH0834
 HH0834                          STATION RECOVERY (1987)
 HH0834
 HH0834'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HH0834'THE STATION WAS RECOVERED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1001 ***********************************************************************
 KF1001  DESIGNATION -  BEATTIE MUNICIPAL TANK
 KF1001  PID         -  KF1001
 KF1001  STATE/COUNTY-  KS/MARSHALL
 KF1001  USGS QUAD   -  BEATTIE (1966)
 KF1001
 KF1001                         *CURRENT SURVEY CONTROL
 KF1001  ___________________________________________________________________
 KF1001* NAD 83(1997)-  39 51 46.58352(N)    096 25 05.45657(W)     ADJUSTED  
 KF1001* NAVD 88     -                                                        
 KF1001  ___________________________________________________________________
 KF1001  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 KF1001  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 KF1001
 KF1001  HORZ ORDER  -  THIRD
 KF1001
 KF1001.The horizontal coordinates were established by classical geodetic methods
 KF1001.and adjusted by the National Geodetic Survey in October 1998..
 KF1001
 KF1001
 KF1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1001
 KF1001.The geoid height was determined by GEOID03.
 KF1001
 KF1001;                    North         East     Units Scale Factor Converg.
 KF1001;SPC KS N     -   170,993.280   535,342.182   MT  1.00001388   +1 00 03.0
 KF1001;UTM  14      - 4,415,735.367   720,836.649   MT  1.00020043   +1 39 19.8
 KF1001
 KF1001                          SUPERSEDED SURVEY CONTROL
 KF1001
 KF1001  NAD 83(1997)-  39 51 46.58482(N)    096 25 05.45648(W) AD(       ) 4
 KF1001  NAD 83(1986)-  39 51 46.58905(N)    096 25 05.45099(W) AD(       ) 4
 KF1001  NAD 27      -  39 51 46.59000(N)    096 25 04.38000(W) AD(       ) 3
 KF1001
 KF1001.Superseded values are not recommended for survey control.
 KF1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1001.See file dsdata.txt to determine how the superseded data were derived.
 KF1001
 KF1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK2083715735(NAD 83)
 KF1001_MARKER: 53 = ELEVATED TANK
 KF1001
 KF1001  HISTORY     - Date     Condition        Report By
 KF1001  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1001  HISTORY     - 1965     GOOD             CGS
 KF1001  HISTORY     - 20050624 GOOD             GEOCAC
 KF1001  HISTORY     - 20050716 GOOD             USPSQD
 KF1001
 KF1001                          STATION DESCRIPTION
 KF1001
 KF1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1001'LOCATED IN THE NORTHEAST SECTION OF BEATTIE, 1 BLOCK WEST OF
 KF1001'STATE ROUTE 99.
 KF1001'
 KF1001'IT IS AN ALUMINUM PAINTED TANK SUPPORTED BY A 4-LEGGED STEEL
 KF1001'STRUCTURE AND HAS A WIND CHARGER MOUNTED ON TOP OF THE TANK.
 KF1001'
 KF1001'THE POINT INTERSECTED WAS THE APEX.
 KF1001
 KF1001                          STATION RECOVERY (1965)
 KF1001
 KF1001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1001'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 KF1001
 KF1001                          STATION RECOVERY (2005)
 KF1001
 KF1001'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF1001'RECOVERED IN GOOD CONDITION.
 KF1001
 KF1001                          STATION RECOVERY (2005)
 KF1001
 KF1001'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KF1001'STATION FOUND GOOD. TANK IS NORTH OF OAK STREET, SOUTH OF ELM STREET,
 KF1001'EAST OF WHITING STREET, AND WEST OF CENTER STREET. TANK IS IN THE
 KF1001'SOUTHWEST CORNER OF THE NORTH HALF OF THE BLOCK JUST NORTH OF THE
 KF1001'EAST-WEST ALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1000 ***********************************************************************
 KF1000  DESIGNATION -  BEATTIE ST MALACHYS CHURCH
 KF1000  PID         -  KF1000
 KF1000  STATE/COUNTY-  KS/MARSHALL
 KF1000  USGS QUAD   -  BEATTIE (1966)
 KF1000
 KF1000                         *CURRENT SURVEY CONTROL
 KF1000  ___________________________________________________________________
 KF1000* NAD 83(1997)-  39 51 37.98936(N)    096 25 19.15476(W)     ADJUSTED  
 KF1000* NAVD 88     -                                                        
 KF1000  ___________________________________________________________________
 KF1000  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 KF1000  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 KF1000
 KF1000  HORZ ORDER  -  THIRD
 KF1000
 KF1000.The horizontal coordinates were established by classical geodetic methods
 KF1000.and adjusted by the National Geodetic Survey in October 1998..
 KF1000
 KF1000
 KF1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1000
 KF1000.The geoid height was determined by GEOID03.
 KF1000
 KF1000;                    North         East     Units Scale Factor Converg.
 KF1000;SPC KS N     -   170,722.573   535,021.269   MT  1.00001344   +0 59 54.4
 KF1000;UTM  14      - 4,415,460.961   720,518.791   MT  1.00019871   +1 39 10.7
 KF1000
 KF1000                          SUPERSEDED SURVEY CONTROL
 KF1000
 KF1000  NAD 83(1997)-  39 51 37.99065(N)    096 25 19.15477(W) AD(       ) 4
 KF1000  NAD 83(1986)-  39 51 37.99489(N)    096 25 19.14831(W) AD(       ) 4
 KF1000  NAD 27      -  39 51 37.99000(N)    096 25 18.06000(W) AD(       ) 3
 KF1000
 KF1000.Superseded values are not recommended for survey control.
 KF1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1000.See file dsdata.txt to determine how the superseded data were derived.
 KF1000
 KF1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK2051915461(NAD 83)
 KF1000_MARKER: 91 = CHURCH CROSS
 KF1000
 KF1000  HISTORY     - Date     Condition        Report By
 KF1000  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1000  HISTORY     - 1965     GOOD             CGS
 KF1000  HISTORY     - 20050624 GOOD             GEOCAC
 KF1000  HISTORY     - 20050716 GOOD             USPSQD
 KF1000
 KF1000                          STATION DESCRIPTION
 KF1000
 KF1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1000'LOCATED IN THE SOUTHWEST SECTION OF BEATTIE.  IT IS 62 FEET
 KF1000'NORTH OF AN EAST-WEST ROAD AND 68 FEET EAST OF A NORTH-SOUTH
 KF1000'ROAD.
 KF1000'
 KF1000'THE CROSS IS ON TOP OF THE BELL TOWER LOCATED ON THE SOUTH END
 KF1000'OF A RED BRICK BUILDING.  IT IS PAINTED ALUMINUM AND IS
 KF1000'APPROXIMATELY 40 FEET HIGH.
 KF1000'
 KF1000'THE POINT INTERSECTED WAS THE CROSS.
 KF1000
 KF1000                          STATION RECOVERY (1965)
 KF1000
 KF1000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1000'THIS INTERSECTION WAS RECOVERED AS DESCRIBED.
 KF1000
 KF1000                          STATION RECOVERY (2005)
 KF1000
 KF1000'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF1000'RECOVERED IN GOOD CONDITION.
 KF1000
 KF1000                          STATION RECOVERY (2005)
 KF1000
 KF1000'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KF1000'STATION FOUND GOOD. THE EAST-WEST ROAD REFERENCED IN THE 1947
 KF1000'DESCRIPTION IS MAIN STREET, THE NORTH-SOUTH ROAD IS FITZGERALD STREET.
 KF1000'CHURCH IS NORTH OF MAIN STREET, EAST OF FITZGERALD STREET, IN THE
 KF1000'NORTHEAST CORNER OF THE INTERSECTION OF MAIN AND FITZGERALD STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0628 ***********************************************************************
 KH0628  DESIGNATION -  BEAVER
 KH0628  PID         -  KH0628
 KH0628  STATE/COUNTY-  KS/SHERMAN
 KH0628  USGS QUAD   -  DEWEY RANCH SW (1981)
 KH0628
 KH0628                         *CURRENT SURVEY CONTROL
 KH0628  ___________________________________________________________________
 KH0628* NAD 83(1997)-  39 32 33.44399(N)    101 28 18.85020(W)     ADJUSTED  
 KH0628* NAVD 88     -      1021.     (meters)    3350.     (feet)  SCALED    
 KH0628  ___________________________________________________________________
 KH0628  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 KH0628  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 KH0628
 KH0628  HORZ ORDER  -  THIRD
 KH0628
 KH0628.The horizontal coordinates were established by classical geodetic methods
 KH0628.and adjusted by the National Geodetic Survey in October 1998..
 KH0628
 KH0628.The orthometric height was scaled from a topographic map.
 KH0628
 KH0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0628
 KH0628.The geoid height was determined by GEOID03.
 KH0628
 KH0628;                    North         East     Units Scale Factor Converg.
 KH0628;SPC KS N     -   139,967.536   101,634.373   MT  0.99996980   -2 11 48.2
 KH0628;UTM  14      - 4,379,913.081   287,585.485   MT  1.00015555   -1 34 27.6
 KH0628
 KH0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0628!SPC KS N     -   0.99984352  x   0.99996980  =   0.99981333
 KH0628!UTM  14      -   0.99984352  x   1.00015555  =   0.99999905
 KH0628
 KH0628|---------------------------------------------------------------------|
 KH0628| PID    Reference Object                     Distance      Geod. Az  |
 KH0628|                                                           dddmmss.s |
 KH0628| CP7401 BEAVER RM 1                          25.740 METERS 01928     |
 KH0628| CP7400 BEAVER AZ MK                                       2504539.7 |
 KH0628| CP7402 BEAVER RM 2                          34.058 METERS 30926     |
 KH0628| KH0709 BIRD CITY MUNICIPAL TANK            APPROX.23.2 KM 3465626.0 |
 KH0628|---------------------------------------------------------------------|
 KH0628
 KH0628                          SUPERSEDED SURVEY CONTROL
 KH0628
 KH0628  NAD 83(1997)-  39 32 33.44420(N)    101 28 18.85053(W) AD(       ) 3
 KH0628  NAD 83(1986)-  39 32 33.44422(N)    101 28 18.85096(W) AD(       ) 3
 KH0628  NAD 27      -  39 32 33.45200(N)    101 28 17.25800(W) AD(       ) 3
 KH0628
 KH0628.Superseded values are not recommended for survey control.
 KH0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0628.See file dsdata.txt to determine how the superseded data were derived.
 KH0628
 KH0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ8758579913(NAD 83)
 KH0628_MARKER: DS = TRIANGULATION STATION DISK
 KH0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0628
 KH0628  HISTORY     - Date     Condition        Report By
 KH0628  HISTORY     - 1951     MONUMENTED       CGS
 KH0628  HISTORY     - 1963     GOOD             CGS
 KH0628
 KH0628                          STATION DESCRIPTION
 KH0628
 KH0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0628'THE STATION IS LOCATED ABOUT 15 MILES SOUTH SOUTHEAST OF BIRD
 KH0628'CITY AND 13.5 MILES NORTH NORTHWEST OF BREWSTER, ON THE HIGHEST
 KH0628'POINT OF A PROMINENT HILL IN A PASTURE OWNED BY MR. GARVEY.
 KH0628'IT IS 81 FEET SOUTH FROM AN EAST-WEST FENCE LINE AND 65 FEET
 KH0628'NORTH FROM THE NORTHWEST CORNER OF AN OLD BASEMENT.  IT IS
 KH0628'STAMPED BEAVER 1951 AND PROJECTS 2 INCHES.
 KH0628'
 KH0628'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 KH0628'IT IS STAMPED BEAVER NO 1 1951 AND PROJECTS 6 INCHES.
 KH0628'
 KH0628'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 KH0628'IT IS STAMPED BEAVER NO 2 1951 AND PROJECTS 4 INCHES.
 KH0628'
 KH0628'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0628'NO. 2 IS 118.8 FEET.
 KH0628'
 KH0628'THE AZIMUTH MARK IS 40 FEET NORTH FROM THE CENTER OF A TRACK
 KH0628'ROAD, 1 FOOT NORTHWEST OF A WITNESS POST AND 1 FOOT NORTHEAST OF
 KH0628'A FENCE CORNER.  IT IS STAMPED BEAVER 1951 AND PROJECTS 2 INCHES.
 KH0628'
 KH0628'TO REACH THE STATION FROM THE POST OFFICE IN BIRD CITY, GO
 KH0628'SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A T ROAD INTERSECTION,
 KH0628'TURN LEFT AND GO EAST ON A DIRT ROAD FOR 2.5 MILES TO A
 KH0628'CROSSROAD, TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 14.05
 KH0628'MILES TO A T ROAD LEFT, TURN LEFT AND GO EAST ON A TRACK ROAD
 KH0628'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KH0628'CONTINUE EAST FOR 0.6 MILE, TURN LEFT AND GO NORTHWEST ACROSS
 KH0628'PASTURE FOR 0.2 MILE TO HIGHEST POINT OF HILL AND THE STATION
 KH0628'AS DESCRIBED.
 KH0628
 KH0628                          STATION RECOVERY (1963)
 KH0628
 KH0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KH0628'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KH0628'FOUND IN GOOD CONDITION.  A TO REACH FROM THE TOWN OF BREWSTER
 KH0628'FOLLOWS.
 KH0628'
 KH0628'TO REACH THE STATION FROM THE RAILROAD STATION IN THE TOWN OF
 KH0628'BREWSTER, GO NORTH ON MAIN STREET FOR 0.4 MILE.  TURN RIGHT AND
 KH0628'FOLLOW HARD SURFACED ROAD EAST FOR 0.2 MILE TO WHERE THE HARD
 KH0628'SURFACED ROAD CURVES LEFT.  TURN LEFT AND FOLLOW THE HARD
 KH0628'SURFACED ROAD NORTH FOR 11.0 MILES TO CROSSROADS.  (THIS
 KH0628'CROSSROADS IS 3.0 MILES SOUTH OF THE THOMAS-RAWLINS COUNTY
 KH0628'LINE).  TURN LEFT AT CROSSROADS AND GO WEST FOR 6.0 MILES.
 KH0628'TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A DIRT TRACK ROAD RIGHT
 KH0628'ALONG A SECTION LINE.  TURN RIGHT AND FO FOLLOW THE TRACK
 KH0628'ROAD EAST FOR 0.1 MILE TO TOP OF HILL AND THE AZIMUTH MARK ON THE
 KH0628'LEFT IN A FENCE CORNER AS DESCRIBED.  CONTINUE EAST ON TRACK
 KH0628'ROAD FOR 0.6 MILE, THEN TURN LEFT AND GO NORTH ACROSS
 KH0628'PASTURE TO THE HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1307 ***********************************************************************
 HF1307  DESIGNATION -  BEAVER
 HF1307  PID         -  HF1307
 HF1307  STATE/COUNTY-  KS/COWLEY
 HF1307  USGS QUAD   -  HACKNEY (1979)
 HF1307
 HF1307                         *CURRENT SURVEY CONTROL
 HF1307  ___________________________________________________________________
 HF1307* NAD 83(1997)-  37 07 45.91344(N)    097 02 28.84504(W)     ADJUSTED  
 HF1307* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 HF1307  ___________________________________________________________________
 HF1307  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 HF1307  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF1307
 HF1307  HORZ ORDER  -  SECOND
 HF1307
 HF1307.The horizontal coordinates were established by classical geodetic methods
 HF1307.and adjusted by the National Geodetic Survey in October 1998..
 HF1307
 HF1307.The orthometric height was scaled from a topographic map.
 HF1307
 HF1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1307
 HF1307.The geoid height was determined by GEOID03.
 HF1307
 HF1307;                    North         East     Units Scale Factor Converg.
 HF1307;SPC KS S     -   452,373.270   529,615.435   MT  1.00002981   +0 53 47.0
 HF1307;UTM  14      - 4,111,025.031   673,986.811   MT  0.99997292   +1 10 57.3
 HF1307
 HF1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1307!SPC KS S     -   0.99994647  x   1.00002981  =   0.99997628
 HF1307!UTM  14      -   0.99994647  x   0.99997292  =   0.99991940
 HF1307
 HF1307:                Primary Azimuth Mark                     Grid Az
 HF1307:SPC KS S     -  AIRPORT BEACON STROTHER FIELD            009 07 37.1
 HF1307:UTM  14      -  AIRPORT BEACON STROTHER FIELD            008 50 26.8
 HF1307
 HF1307|---------------------------------------------------------------------|
 HF1307| PID    Reference Object                     Distance      Geod. Az  |
 HF1307|                                                           dddmmss.s |
 HF1307| HF1305 AIRPORT BEACON STROTHER FIELD       APPROX. 4.5 KM 0100124.1 |
 HF1307| HF1306 STROTHER FIELD POMONA STOR TK       APPROX. 3.9 KM 0124854.7 |
 HF1307| HF1304 STROTHER FIELD WATER TANK           APPROX. 4.6 KM 0135254.8 |
 HF1307| HF1143 WINFIELD                            APPROX.13.9 KM 0242754.5 |
 HF1307| CL4267 BEAVER RM 1                          19.933 METERS 03042     |
 HF1307| CL4268 BEAVER RM 2                          18.279 METERS 13752     |
 HF1307| HF1322 ARKANSAS CITY FLOUR MILLS ELEV      APPROX. 8.8 KM 1703253.5 |
 HF1307| HF1317 ARKANSAS CITY RAD KSOK MAST         APPROX. 4.9 KM 1711358.7 |
 HF1307| HF1310 ARKANSAS CITY FIRST PRESB CH        APPROX. 7.8 KM 1793055.1 |
 HF1307| HF1311 BOLTON TOWNSHIP WATER CORP TK       APPROX.13.2 KM 1802724.8 |
 HF1307| HF1314 KENT WELL SERVICING RAD MAST        APPROX. 4.2 KM 2463429.5 |
 HF1307| CL4266 BEAVER AZ MK                                       2663937.7 |
 HF1307|---------------------------------------------------------------------|
 HF1307
 HF1307                          SUPERSEDED SURVEY CONTROL
 HF1307
 HF1307  NAD 83(1997)-  37 07 45.91448(N)    097 02 28.84086(W) AD(       ) 2
 HF1307  NAD 83(1986)-  37 07 45.92517(N)    097 02 28.83589(W) AD(       ) 2
 HF1307  NAD 27      -  37 07 45.82404(N)    097 02 27.69857(W) AD(       ) 2
 HF1307
 HF1307.Superseded values are not recommended for survey control.
 HF1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1307.See file dsdata.txt to determine how the superseded data were derived.
 HF1307
 HF1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7398711025(NAD 83)
 HF1307_MARKER: DS = TRIANGULATION STATION DISK
 HF1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1307
 HF1307  HISTORY     - Date     Condition        Report By
 HF1307  HISTORY     - 1957     MONUMENTED       CGS
 HF1307  HISTORY     - 1963     GOOD             CGS
 HF1307  HISTORY     - 1976     GOOD             NGS
 HF1307
 HF1307                          STATION DESCRIPTION
 HF1307
 HF1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1307'LOCATED ABOUT 3-1/2 MILES NORTH OF ARKANSAS CITY, ABOUT
 HF1307'7 MILES SOUTH AND 2 MILES WEST OF WINFIELD, ON PROPERTY
 HF1307'OWNED BY PUBLIC SCHOOL, IN THE SOUTHEAST 1/4 OF SECTION
 HF1307'36, T 33 S, R 3 E.
 HF1307'
 HF1307'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 160, IN
 HF1307'THE CENTER OF THE BUSINESS DISTRICT OF WINFIELD, BY GOING
 HF1307'SOUTH, WEST AND SOUTH FOR 9.9 MILES TO CROSSROADS AND SCHOOLHOUSE
 HF1307'IN THE NORTHWEST ANGLE OF INTERSECTION, TURN RIGHT, WEST,
 HF1307'FOR 0.05 MILE TO A WIRE GATE ON THE RIGHT (TO REACH THE
 HF1307'AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON GRAVEL ROAD
 HF1307'FOR 0.45 MILE TO RAILROAD CROSSING, CONTINUE WEST ON GRAVEL
 HF1307'ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT), PASS THROUGH
 HF1307'GATE AND GO NORTH FOR 195 FEET TO THE STATION AS DESCRIBED.
 HF1307'
 HF1307'STATION MARKS ARE STANDARD DISKS, STAMPED BEAVER 1957.  THE
 HF1307'SURFACE MARK IS SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE
 HF1307'POST FLUSH WITH THE GROUND SURFACE.  IT IS 195 FEET NORTH
 HF1307'OF THE CENTER OF AN EAST-WEST GRAVEL ROAD, 189 FEET
 HF1307'NORTH-NORTHEAST OF A POWERLINE POLE, 149 FEET WEST-NORTHWEST
 HF1307'OF THE NORTHWEST CORNER OF A SCHOOLHOUSE AND 33 FEET SOUTHWEST
 HF1307'OF THE SOUTHWEST CORNER OF A YARD FENCE CORNER.  THE
 HF1307'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 34
 HF1307'INCHES BELOW THE GROUND SURFACE.
 HF1307'
 HF1307'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAVER NO 1
 HF1307'1957, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 HF1307'PROJECTING 5 INCHES.  IT IS 254 FEET NORTH OF THE CENTER
 HF1307'OF THE GRAVEL ROAD, 141 FEET NORTHWEST OF THE NORTHWEST
 HF1307'CORNER OF THE SCHOOLHOUSE, 47 FEET NORTH OF THE SOUTHWEST
 HF1307'CORNER OF THE YARD FENCE AND 1 FOOT WEST OF THE YARD FENCE.
 HF1307'A WHITE POST WAS SET 1 FOOT NORTHEAST OF THE MARK.
 HF1307'
 HF1307'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAVER NO 2
 HF1307'1957, SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 HF1307'CONCRETE FOUNDATION FOR A SMALL OUTHOUSE.  IT IS 153 FEET
 HF1307'NORTH OF THE CENTER OF THE GRAVEL ROAD, 174 FEET NORTHEAST
 HF1307'OF A POWERLINE POLE, 106 FEET WEST OF THE NORTHWEST CORNER
 HF1307'OF THE SCHOOLHOUSE AND 55 FEET SOUTH OF THE SOUTHWEST CORNER
 HF1307'OF THE YARD FENCE.
 HF1307'
 HF1307'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEAVER 1957, SET
 HF1307'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 HF1307'4 INCHES.  IT IS 39 FEET WEST OF A POWERLINE POLE, 26 FEET
 HF1307'NORTH OF THE CENTER OF A GRAVEL ROAD, AND 11 FEET EAST OF
 HF1307'THE CENTER OF A DRIVEWAY LEADING INTO A FIELD.  A WHITE
 HF1307'POST WAS SET 1 FOOT WEST OF THE MARK.
 HF1307'
 HF1307'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HF1307
 HF1307                          STATION RECOVERY (1963)
 HF1307
 HF1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 HF1307'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HF1307'FOUND IN GOOD CONDITION.
 HF1307
 HF1307                          STATION RECOVERY (1976)
 HF1307
 HF1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 HF1307'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION AS ORIGINALLY
 HF1307'DESCRIBED.  RM 1 WAS NOT SEARCHED FOR.  THE AZIMUTH MARK COULD NOT
 HF1307'BE FOUND.
 HF1307'
 HF1307'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--
 HF1307'3.5 MILES NORTH OF ARKANSAS CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0954 ***********************************************************************
 KF0954  DESIGNATION -  BEAVER
 KF0954  PID         -  KF0954
 KF0954  STATE/COUNTY-  KS/REPUBLIC
 KF0954  USGS QUAD   -  COURTLAND (1969)
 KF0954
 KF0954                         *CURRENT SURVEY CONTROL
 KF0954  ___________________________________________________________________
 KF0954* NAD 83(1997)-  39 48 08.75795(N)    097 52 35.10205(W)     ADJUSTED  
 KF0954* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 KF0954  ___________________________________________________________________
 KF0954  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 KF0954  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 KF0954
 KF0954  HORZ ORDER  -  THIRD
 KF0954
 KF0954.The horizontal coordinates were established by classical geodetic methods
 KF0954.and adjusted by the National Geodetic Survey in October 1998..
 KF0954
 KF0954.The orthometric height was scaled from a topographic map.
 KF0954
 KF0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0954
 KF0954.The geoid height was determined by GEOID03.
 KF0954
 KF0954;                    North         East     Units Scale Factor Converg.
 KF0954;SPC KS N     -   163,100.151   410,583.590   MT  1.00000315   +0 04 41.5
 KF0954;UTM  14      - 4,406,433.330   596,185.648   MT  0.99971390   +0 43 09.5
 KF0954
 KF0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0954!SPC KS N     -   0.99993228  x   1.00000315  =   0.99993543
 KF0954!UTM  14      -   0.99993228  x   0.99971390  =   0.99964620
 KF0954
 KF0954:                Primary Azimuth Mark                     Grid Az
 KF0954:SPC KS N     -  SCANDIA MUNICIPAL STANDPIPE              092 00 05.3
 KF0954:UTM  14      -  SCANDIA MUNICIPAL STANDPIPE              091 21 37.3
 KF0954
 KF0954|---------------------------------------------------------------------|
 KF0954| PID    Reference Object                     Distance      Geod. Az  |
 KF0954|                                                           dddmmss.s |
 KF0954| KF0950 SCANDIA MUNICIPAL STANDPIPE         APPROX. 7.7 KM 0920446.8 |
 KF0954| CN7839 BEAVER AZ MK                                       1773039.7 |
 KF0954| CN7840 BEAVER RM 1                          14.013 METERS 18511     |
 KF0954| KF0953 COURTLAND MUNICIPAL TANK            APPROX. 2.7 KM 2110039.5 |
 KF0954| CN7841 BEAVER RM 2                          11.696 METERS 27622     |
 KF0954|---------------------------------------------------------------------|
 KF0954
 KF0954                          SUPERSEDED SURVEY CONTROL
 KF0954
 KF0954  NAD 83(1997)-  39 48 08.75854(N)    097 52 35.10230(W) AD(       ) 3
 KF0954  NAD 83(1986)-  39 48 08.76304(N)    097 52 35.10219(W) AD(       ) 3
 KF0954  NAD 27      -  39 48 08.71200(N)    097 52 33.94400(W) AD(       ) 3
 KF0954
 KF0954.Superseded values are not recommended for survey control.
 KF0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0954.See file dsdata.txt to determine how the superseded data were derived.
 KF0954
 KF0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK9618606433(NAD 83)
 KF0954_MARKER: DS = TRIANGULATION STATION DISK
 KF0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0954
 KF0954  HISTORY     - Date     Condition        Report By
 KF0954  HISTORY     - 1950     MONUMENTED       CGS
 KF0954
 KF0954                          STATION DESCRIPTION
 KF0954
 KF0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0954'STATION IS LOCATED ABOUT 1 MILE EAST AND 1.25 MILES NORTH OF
 KF0954'COURTLAND, ON THE ROAD RIGHT-OF-WAY OF A NORTH-SOUTH DIRT ROAD.
 KF0954'IT IS 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET
 KF0954'SOUTHEAST OF A WITNESS POST AND 4.5 FEET SOUTH OF A NORTH-SOUTH
 KF0954'FENCE LINE.  IT IS STAMPED BEAVER 1950 AND PROJECTS 6 INCHES.
 KF0954'
 KF0954'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE AND
 KF0954'27 FEET WEST OF THE CENTER LINE OF THE ROAD.  IT IS STAMPED
 KF0954'BEAVER NO. 1 1950 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KF0954'
 KF0954'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A EAST-WEST FENCE
 KF0954'LINE.  IT IS STAMPED BEAVER NO. 2 1950 AND IS SET FLUSH WITH
 KF0954'THE SURFACE OF THE GROUND.
 KF0954'
 KF0954'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 60.74 FEET.
 KF0954'
 KF0954'THE AZIMUTH MARK IS, DIRECTLY ACROSS THE ROAD, EAST FROM A
 KF0954'SMALL CEMETERY, 20 FEET EAST OF THE CENTER LINE OF A NORTH-SOUTH
 KF0954'ROAD AND 3 FEET NORTH OF A POWER LINE POLE.  IT IS STAMPED BEAVER
 KF0954'1950 AND PROJECTS 3 INCHES.
 KF0954'
 KF0954'TO REACH FROM THE POST OFFICE IN COURTLAND, GO NORTH 0.15
 KF0954'MILE TO U.S. HIGHWAY 36, CONTINUE NORTH ON U.S. HIGHWAY 36
 KF0954'FOR 0.95 MILE, TURN RIGHT AND GO EAST ON U.S. HIGHWAY 36 FOR
 KF0954'1.05 MILES TO A T-ROAD AT A SMALL CEMETERY AND THE AZIMUTH MARK
 KF0954'JUST EAST OF THE CEMETERY AS DESCRIBED.  TURN LEFT AND GO
 KF0954'NORTH FOR 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0811 ***********************************************************************
 KG0811  DESIGNATION -  BEAVER
 KG0811  PID         -  KG0811
 KG0811  STATE/COUNTY-  KS/PHILLIPS
 KG0811  USGS QUAD   -  LOGAN (1978)
 KG0811
 KG0811                         *CURRENT SURVEY CONTROL
 KG0811  ___________________________________________________________________
 KG0811* NAD 83(1997)-  39 43 16.66665(N)    099 37 25.71026(W)     ADJUSTED  
 KG0811* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 KG0811  ___________________________________________________________________
 KG0811  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 KG0811  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 KG0811
 KG0811  HORZ ORDER  -  SECOND
 KG0811
 KG0811.The horizontal coordinates were established by classical geodetic methods
 KG0811.and adjusted by the National Geodetic Survey in October 1998..
 KG0811
 KG0811.The orthometric height was scaled from a topographic map.
 KG0811
 KG0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0811
 KG0811.The geoid height was determined by GEOID03.
 KG0811
 KG0811;                    North         East     Units Scale Factor Converg.
 KG0811;SPC KS N     -   155,332.596   260,783.425   MT  0.99999052   -1 01 38.7
 KG0811;UTM  14      - 4,397,010.577   446,535.857   MT  0.99963519   -0 23 55.2
 KG0811
 KG0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0811!SPC KS N     -   0.99989519  x   0.99999052  =   0.99988571
 KG0811!UTM  14      -   0.99989519  x   0.99963519  =   0.99953042
 KG0811
 KG0811:                Primary Azimuth Mark                     Grid Az
 KG0811:SPC KS N     -  PRAIRIE VIEW MUNICIPAL TANK              020 16 07.0
 KG0811:UTM  14      -  PRAIRIE VIEW MUNICIPAL TANK              019 38 23.5
 KG0811
 KG0811|---------------------------------------------------------------------|
 KG0811| PID    Reference Object                     Distance      Geod. Az  |
 KG0811|                                                           dddmmss.s |
 KG0811| KG0805 PRAIRIE VIEW MUNICIPAL TANK         APPROX.13.4 KM 0191428.3 |
 KG0811| KG0723 SPEED MUNICIPAL TANK                APPROX.18.2 KM 1050149.5 |
 KG0811| CN7840 BEAVER RM 1                          28.357 METERS 11645     |
 KG0811| KG0810 LOGAN MUNICIPAL TANK                APPROX. 7.6 KM 1451739.6 |
 KG0811| CN7839 BEAVER AZ MK                                       1520447.0 |
 KG0811| CN7841 BEAVER RM 2                          27.773 METERS 20443     |
 KG0811|---------------------------------------------------------------------|
 KG0811
 KG0811                          SUPERSEDED SURVEY CONTROL
 KG0811
 KG0811  NAD 83(1997)-  39 43 16.66931(N)    099 37 25.71183(W) AD(       ) 2
 KG0811  NAD 83(1986)-  39 43 16.67179(N)    099 37 25.71238(W) AD(       ) 2
 KG0811  NAD 27      -  39 43 16.64500(N)    099 37 24.31700(W) AD(       ) 2
 KG0811
 KG0811.Superseded values are not recommended for survey control.
 KG0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0811.See file dsdata.txt to determine how the superseded data were derived.
 KG0811
 KG0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ4653697011(NAD 83)
 KG0811_MARKER: DS = TRIANGULATION STATION DISK
 KG0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0811+STABILITY: SURFACE MOTION
 KG0811
 KG0811  HISTORY     - Date     Condition        Report By
 KG0811  HISTORY     - 1950     MONUMENTED       CGS
 KG0811
 KG0811                          STATION DESCRIPTION
 KG0811
 KG0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0811'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH-NORTHWEST OF LOGAN
 KG0811'AND ABOUT 0.25 MILE EAST OF THE NORTON-PHILLIPS COUNTY LINE ON
 KG0811'THE SUMMIT OF A LARGE HILL.  IT IS IN AN EAST-WEST FENCE LINE,
 KG0811'81 FEET EAST OF THE EAST END OF A WIRE GATE AND 4 FEET EAST
 KG0811'OF A WITNESS POST.  IT IS STAMPED BEAVER 1950 AND PROJECTS 4
 KG0811'INCHES.
 KG0811'
 KG0811'REFERENCE MARK NO. 1 IS IN AN OPEN PASTURE ON THE SAME ELEVATION
 KG0811'AS THE STATION, 27 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT
 KG0811'IS STAMPED BEAVER NO 1 1950 AND IS FLUSH WITH THE GROUND SURFACE.
 KG0811'
 KG0811'REFERENCE MARK NO. 2 IS IN AN OPEN PASTURE ON THE SAME ELEVATION
 KG0811'AS THE STATION, 90 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 KG0811'STAMPED BEAVER NO 2 1950 AND IS FLUSH WITH THE GROUND SURFACE.
 KG0811'
 KG0811'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 127.87 FEET.
 KG0811'
 KG0811'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET SOUTH OF
 KG0811'THE CENTER OF AN EAST-WEST ROAD, 1 FOOT WEST OF A WITNESS POST
 KG0811'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KG0811'BEAVER 1950 AND PROJECTS 6 INCHES.
 KG0811'
 KG0811'TO REACH THE STATION FROM THE INTERSECTION JUST EAST OF THE POST
 KG0811'OFFICE IN LOGAN, GO NORTH ON MAIN ROAD FOR 0.55 MILE TO
 KG0811'INTERSECTION WITH STATE HIGHWAY 9.  CONTINUE STRAIGHT AHEAD,
 KG0811'NORTH, EAST AND NORTH ON GRAVELED ROAD FOR 4.3 MILES TO A
 KG0811'CROSSROAD, TURN LEFT AND GO WEST ON DIRT ROAD FOR 1.5 MILES
 KG0811'TO A CROSSROAD, TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 1.0 MILE
 KG0811'TO A T ROAD RIGHT, TURN RIGHT AND GO WEST FOR 1.55 MILES TO
 KG0811'AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE WEST FOR 0.4 MILE
 KG0811'TO A ROAD LEADING INTO FARMYARD ON RIGHT, TURN RIGHT AND GO
 KG0811'NORTH THROUGH FARMYARD FOR 0.1 MILE TO A WIRE GATE IN
 KG0811'EAST-WEST FENCE LINE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD
 KG0811'NORTH ACROSS PASTURE FOR 0.6 MILE TO A GATE IN EAST-WEST
 KG0811'FENCE LINE AND STATION ON RIGHT AS DESCRIBED.
 KG0811'
 KG0811'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0752 ***********************************************************************
 JH0752  DESIGNATION -  BEAVER
 JH0752  PID         -  JH0752
 JH0752  STATE/COUNTY-  KS/LOGAN
 JH0752  USGS QUAD   -  LAKE SCOTT NE (1976)
 JH0752
 JH0752                         *CURRENT SURVEY CONTROL
 JH0752  ___________________________________________________________________
 JH0752* NAD 83(1997)-  38 43 24.55141(N)    100 51 48.89011(W)     ADJUSTED  
 JH0752* NAVD 88     -       914.     (meters)    2999.     (feet)  SCALED    
 JH0752  ___________________________________________________________________
 JH0752  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JH0752  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 JH0752
 JH0752  HORZ ORDER  -  FIRST
 JH0752
 JH0752.The horizontal coordinates were established by classical geodetic methods
 JH0752.and adjusted by the National Geodetic Survey in October 1998..
 JH0752
 JH0752.The orthometric height was scaled from a topographic map.
 JH0752
 JH0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0752
 JH0752.The geoid height was determined by GEOID03.
 JH0752
 JH0752;                    North         East     Units Scale Factor Converg.
 JH0752;SPC KS N     -    47,248.206   151,017.475   MT  0.99999891   -1 48 42.6
 JH0752;SPC KS S     -   630,892.499   194,471.848   MT  1.00003478   -1 27 09.0
 JH0752;UTM  14      - 4,287,740.760   337,996.810   MT  0.99992319   -1 09 57.7
 JH0752
 JH0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0752!SPC KS N     -   0.99986046  x   0.99999891  =   0.99985937
 JH0752!SPC KS S     -   0.99986046  x   1.00003478  =   0.99989523
 JH0752!UTM  14      -   0.99986046  x   0.99992319  =   0.99978366
 JH0752
 JH0752|---------------------------------------------------------------------|
 JH0752| PID    Reference Object                     Distance      Geod. Az  |
 JH0752|                                                           dddmmss.s |
 JH0752| CK8895 BEAVER RM 1                         143.774 METERS 04310     |
 JH0752| JH0736 SCOTT CITY MUNICIPAL TANK           APPROX.27.1 KM 1875245.1 |
 JH0752| CK8894 BEAVER AZ MK                                       2452211.1 |
 JH0752| CK8896 BEAVER RM 2                         158.405 METERS 31238     |
 JH0752|---------------------------------------------------------------------|
 JH0752
 JH0752                          SUPERSEDED SURVEY CONTROL
 JH0752
 JH0752  NAD 83(1986)-  38 43 24.55430(N)    100 51 48.89169(W) AD(       ) 1
 JH0752  NAD 27      -  38 43 24.50359(N)    100 51 47.36426(W) AD(       ) 1
 JH0752
 JH0752.Superseded values are not recommended for survey control.
 JH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0752.See file dsdata.txt to determine how the superseded data were derived.
 JH0752
 JH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3799787741(NAD 83)
 JH0752_MARKER: DS = TRIANGULATION STATION DISK
 JH0752_SETTING: 0 = UNSPECIFIED SETTING
 JH0752
 JH0752  HISTORY     - Date     Condition        Report By
 JH0752  HISTORY     - 1891     MONUMENTED       CGS
 JH0752  HISTORY     - 1922     GOOD             CGS
 JH0752  HISTORY     - 1933     GOOD             LOCENG
 JH0752  HISTORY     - 1933     GOOD             LOCENG
 JH0752  HISTORY     - 1933     GOOD             CGS
 JH0752  HISTORY     - 1934     GOOD             CGS
 JH0752  HISTORY     - 1964     MARK NOT FOUND   CGS
 JH0752
 JH0752                          STATION DESCRIPTION
 JH0752
 JH0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JH0752'ABOUT 18 MILES NORTH OF SCOTT CITY, 1/4 MILE NORTH OF HELL
 JH0752'CANYON, ABOUT 5 MILES BY ROAD SOUTH OF THE SMOKY HILL RIVER,
 JH0752'AND ABOUT 1,775 FEET EAST OF THE SCOTT CITY-OAKLEY HIGHWAY,
 JH0752'IN THE SW 1/4 NE 1/4 SEC. 27, T. 15 S., R. 32 W., NEAR THE
 JH0752'NORTHERN EDGE OF THE PLATEAU WHICH EXTENDS SOUTH FROM THE
 JH0752'SMOKY HILL RIVER.  THE UNDERGROUND MARK IS A STONE JUG BURIED
 JH0752'UPRIGHT, WITH MOUTH ABOUT 4 FEET BELOW THE SURFACE OF THE
 JH0752'GROUND, THE CENTER OF THE MOUTH MARKING THE STATION.  ABOVE
 JH0752'THIS IS AN EARTHENWARE JAR, BOTTOM UP, ABOUT 3 FEET BELOW THE
 JH0752'SURFACE, A SMALL DRILL HOLE IN THE BOTTOM MARKING THE
 JH0752'STATION.  THE STATION MARK IS A STANDARD BRONZE TABLET IN
 JH0752'CONCRETE 11 INCHES BELOW THE SURFACE.  BROKEN TILE AND
 JH0752'CROCKERY ARE MIXED WITH THE DIRT ABOVE THE STATION MARK.  A
 JH0752'STANDARD BRONZE REFERENCE TABLET IN A CONCRETE BLOCK IS
 JH0752'1 FOOT EAST OF THE STONE MARKING THE CENTER OF SEC. 27,
 JH0752'277.80 METERS (911.4 FEET), S. 1 DEG W. (MAGNETIC) FROM THE
 JH0752'STATION.  THE NORTH AND SOUTH HALF-SECTION LINE IS 75.3
 JH0752'METERS (247 FEET) WEST OF THE STATION.  THE FOLLOWING DISTANCE
 JH0752'AND BEARINGS ARE FROM THE STATION--NORTHEAST CORNER OF SECTION 27,
 JH0752'945 PACES, N 51 DEG 28 MIN E.  SOUTHWEST CORNER OF SECTION 27,
 JH0752'S 39 DEG 58 MIN W.  SOUTHEAST CORNER OF SECTION 27, S 34 DEG 19 MIN E.
 JH0752'PROMINENT MOUND AT EDGE OF BLUFF IN SECTION 22, N 32 DEG 30 MIN W.
 JH0752
 JH0752                          STATION RECOVERY (1933)
 JH0752
 JH0752'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1933
 JH0752'THE COUNTY ENGINEER REPORTS THE REFERENCE MARK IN GOOD CONDITION,
 JH0752'AND COMMUNICATES AS FOLLOWS--
 JH0752'
 JH0752'A HIGHWAY HAS BEEN LAID OUT OVER THE REFERENCE MARKER NEAR
 JH0752'THE CENTER OF SECTION 27, T. 15 S., R. 32 W.  I GAVE TOWNSHIP
 JH0752'OFFICIALS NOTICE NOT TO MOLEST THIS STONE.  WOULD LIKE TO HEAR
 JH0752'FROM YOU WHETHER OR NOT IT WOULD BE ALL RIGHT TO COVER YOUR
 JH0752'MARKER WITH A LIGHT FILL AND PLACE OTHER REFERENCE MARKERS TO
 JH0752'THIS REFERENCE MARKER.  LET ME KNOW WHAT YOU THINK BEST.
 JH0752
 JH0752                          STATION RECOVERY (1933)
 JH0752
 JH0752'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1933
 JH0752'THE COUNTY ENGINEER REPORTS THE REFERENCE MARK IN GOOD CONDITION,
 JH0752'AND COMMUNICATES AS FOLLOWS--
 JH0752'
 JH0752'YOUR REFERENCE TO BEAVER STATION (SET NEAR STONE MARKING
 JH0752'CENTER OF SECTION 27 - T. 15 S. - R. 32 W.,) HAS BEEN COVERED
 JH0752'WITH A LIGHT FILL AND REFERENCED BY A CONCRETE STONE SET 30
 JH0752'FEET DUE SOUTH.  THIS STONE WHICH I SET MEASURES 4-3/4 INCHES
 JH0752'BY 5-1/2 INCHES BY 23 INCHES WITH A CROSS ON TOP.
 JH0752
 JH0752                          STATION RECOVERY (1933)
 JH0752
 JH0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0752'STATION MARK RECOVERED AS DESCRIBED.  THE STATION IS ABOUT
 JH0752'16 MILES NORTH OF SCOTT CITY, 5 MILES SOUTH OF ELKADER POST
 JH0752'OFFICE, IN THE NORTHEAST QUARTER OF SEC. 27, T. 15 S., R. 32 W.,
 JH0752'ABOUT 369 FEET SOUTH OF AN EAST-AND-WEST FENCE, AND IS SET ABOUT
 JH0752'1 FOOT BELOW THE SURFACE.
 JH0752'
 JH0752'TO REACH FROM SCOTT CITY, GO NORTH 16.5 MILES ON U.S. HIGHWAY
 JH0752'83 TO THE LOGAN COUNTY LINE, CONTINUE NORTH ON U.S. HIGHWAY 83
 JH0752'FOR 1.4 MILES TO AN AUTO GATE INTO A PASTURE ON THE EAST SIDE
 JH0752'OF THE HIGHWAY, FOLLOW THE MAIN RIGHT TRAIL 0.4 MILE NORTHEAST,
 JH0752'AND THEN GO SOUTH ABOUT 144 FEET TO THE STATION.
 JH0752'
 JH0752'THE STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JH0752'THE OLD REFERENCE MARK WAS NOT RECOVERED.  TWO NEW REFERENCE
 JH0752'MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.  THESE CONSIST
 JH0752'OF STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN
 JH0752'
 JH0752'REFERENCE MARK NO. 1 (1891-1933) IS NORTH-NORTHEAST OF THE
 JH0752'STATION IN AN EAST-AND-WEST FENCE.
 JH0752'
 JH0752'REFERENCE MARK NO. 2 (1891-1933) IS NORTHWEST OF THE STATION
 JH0752'IN AN EAST-AND-WEST FENCE ON THE SAME KNOLL.
 JH0752'
 JH0752'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 1 FOOT EAST
 JH0752'OF A NORTH-AND-SOUTH FENCE, AND ABOUT 25 FEET NORTH OF THE CENTER
 JH0752'LINE OF AN EAST-AND-WEST ROAD.
 JH0752'
 JH0752'A GENERAL LAND OFFICE MARK, IN THE CENTER OF SEC. 27, IS
 JH0752'SOUTH-SOUTHWEST OF THE STATION IN THE SOUTH FENCE OF AN
 JH0752'EAST-AND-WEST ROAD.
 JH0752
 JH0752                          STATION RECOVERY (1934)
 JH0752
 JH0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JH0752'ABOUT 18 MILES NORTH OF SCOTT CITY, ABOUT 2-1/4 MILES EAST
 JH0752'AND 1-3/4 MILES NORTH OF THE SOUTHEAST CORNER OF THE COUNTY,
 JH0752'IN THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SEC. 27,
 JH0752'T. 15 S., R. 32 W., ABOUT 5 MILES SOUTH OF SMOKY HILL RIVER ALONG
 JH0752'U.S. HIGHWAY 83, AND ABOUT 1900 FEET EAST OF THE HIGHWAY.
 JH0752'
 JH0752'THE ORIGINAL DESCRIPTION IS CORRECT, WITH THE FOLLOWING
 JH0752'EXCEPTIONS--THE REFERENCE TABLET, S. 1 DEG W., 911.4 FEET FROM
 JH0752'THE STATION, FALLS IN THE CENTER OF AN EAST-AND-WEST ROAD.
 JH0752'A WITNESS TO IT, A 5-INCH SQUARE CONCRETE BLOCK PROJECTING
 JH0752'6 INCHES ABOVE THE SURFACE, IS 30 FEET SOUTH IN THE RIGHT-OF-WAY
 JH0752'FENCE LINE.  OTHER REFERNCES FROM THE STATION ARE--REFERENCE
 JH0752'MARK NO. 1, N. 31 DEG E., 160 YARDS.  REFERENCE MARK NO. 2,
 JH0752'N. 58 DEG W., 173 YARDS.  AN AZIMUTH MARK IS ABOUT 1/2 MILE
 JH0752'SOUTHWEST OF THE STATION, ABOUT 91 YARDS EAST OF THE CENTER
 JH0752'LINE OF U.S. HIGHWAY 83, AND 10 YARDS NORTH OF THE CENTER
 JH0752'LINE OF THE EAST-AND-WEST ROAD THROUGH THE CENTER OF THE
 JH0752'SECTION.
 JH0752'
 JH0752'THIS STATION WAS RECENTLY OCCUPIED.
 JH0752
 JH0752                          STATION RECOVERY (1964)
 JH0752
 JH0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0752'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JH0752'WERE SEARCHED FOR BUT WERE NOT RECOVERED.  THE HILL THE STATION
 JH0752'MARK WAS ON HAS BEEN TERRACED AND IT IS ASSUMED THE MARK WAS
 JH0752'DESTROYED.  IT IS ASSUMED THAT BOTH REFERENCE MARKS HAVE BEEN
 JH0752'DESTROYED.
 JH0752'
 JH0752'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JH0752'THE MARK WAS USED FOR THE AZIMUTH MARK FOR TRIANGULATION STATION
 JH0752'RYAN 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0756 ***********************************************************************
 JH0756  DESIGNATION -  BEAVER FLATS
 JH0756  PID         -  JH0756
 JH0756  STATE/COUNTY-  KS/SCOTT
 JH0756  USGS QUAD   -  LAKE SCOTT SW (1978)
 JH0756
 JH0756                         *CURRENT SURVEY CONTROL
 JH0756  ___________________________________________________________________
 JH0756* NAD 83(1997)-  38 36 45.48855(N)    100 58 54.67195(W)     ADJUSTED  
 JH0756* NAVD 88     -       936.     (meters)    3071.     (feet)  SCALED    
 JH0756  ___________________________________________________________________
 JH0756  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 JH0756  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 JH0756
 JH0756  HORZ ORDER  -  SECOND
 JH0756
 JH0756.The horizontal coordinates were established by classical geodetic methods
 JH0756.and adjusted by the National Geodetic Survey in October 1998..
 JH0756
 JH0756.The orthometric height was scaled from a topographic map.
 JH0756
 JH0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0756
 JH0756.The geoid height was determined by GEOID03.
 JH0756
 JH0756;                    North         East     Units Scale Factor Converg.
 JH0756;SPC KS S     -   618,858.380   183,862.133   MT  1.00000942   -1 31 30.6
 JH0756;SPC KS N     -    35,281.225   140,332.414   MT  1.00001842   -1 53 12.0
 JH0756;UTM  14      - 4,275,654.535   327,448.372   MT  0.99996666   -1 14 13.5
 JH0756
 JH0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0756!SPC KS S     -   0.99985698  x   1.00000942  =   0.99986640
 JH0756!SPC KS N     -   0.99985698  x   1.00001842  =   0.99987540
 JH0756!UTM  14      -   0.99985698  x   0.99996666  =   0.99982365
 JH0756
 JH0756|---------------------------------------------------------------------|
 JH0756| PID    Reference Object                     Distance      Geod. Az  |
 JH0756|                                                           dddmmss.s |
 JH0756| CK8902 BEAVER FLATS RM 1                    37.146 METERS 05333     |
 JH0756| CK8903 BEAVER FLATS RM 2                    42.049 METERS 17427     |
 JH0756| CK8901 BEAVER FLATS AZ MK                                 2723520.2 |
 JH0756|---------------------------------------------------------------------|
 JH0756
 JH0756                          SUPERSEDED SURVEY CONTROL
 JH0756
 JH0756  NAD 83(1986)-  38 36 45.49208(N)    100 58 54.66882(W) AD(       ) 2
 JH0756  NAD 27      -  38 36 45.42784(N)    100 58 53.11448(W) AD(       ) 2
 JH0756
 JH0756.Superseded values are not recommended for survey control.
 JH0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0756.See file dsdata.txt to determine how the superseded data were derived.
 JH0756
 JH0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH2744875655(NAD 83)
 JH0756_MARKER: DS = TRIANGULATION STATION DISK
 JH0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0756_MARK LOGO: CGS   
 JH0756_MAGNETIC: N = NO MAGNETIC MATERIAL
 JH0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0756+STABILITY: SURFACE MOTION
 JH0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0756+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 JH0756
 JH0756  HISTORY     - Date     Condition        Report By
 JH0756  HISTORY     - 1963     MONUMENTED       CGS
 JH0756  HISTORY     - 1968     GOOD             LOCENG
 JH0756  HISTORY     - 19960530 GOOD             NFORK
 JH0756
 JH0756                          STATION DESCRIPTION
 JH0756
 JH0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0756'THE STATION IS LOCATED ON COUNTY ROAD RIGHT-OF-WAY PROPERTY IN A
 JH0756'TRIANGLE FORMED BY THE CROSSROAD AND A DIAGONAL ROAD CUTTING ACROSS
 JH0756'THE SOUTHWEST CORNER ABOUT 14-1/2 MILES WEST-NORTHWEST OF MANNING,
 JH0756'10 MILES NORTHWEST OF SCOTT CITY, 4-1/2 MILES WEST-NORTHWEST OF THE
 JH0756'JUNCTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 4 AND 1 MILE NORTH
 JH0756'OF THE BEAVER FLATS SCHOOL.  (DISTRICT NUMBER 45)
 JH0756'
 JH0756'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 96 AND U.S.
 JH0756'HIGHWAY 83 IN SCOTT CITY, DRIVE NORTH ON U.S. HIGHWAY 83 FOR 8.0
 JH0756'MILES TO THE JUNCTION OF STATE HIGHWAY 4 GOING EAST AND A CROSSROAD.
 JH0756'TURN LEFT AND DRIVE WEST ON COUNTY ROAD FOR 4.0 MILES TO A
 JH0756'CROSSROAD AND THE BEAVER FLATS SCHOOL.  TURN RIGHT AND DRIVE NORTH
 JH0756'ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD AND THE STATION IN
 JH0756'THE TRIANGLE.
 JH0756'
 JH0756'THE STATION IS A STANDARD DISK STAMPED BEAVER FLATS 1963, SET IN THE
 JH0756'TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0756'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 144
 JH0756'FEET WEST-SOUTHWEST OF THE CENTER OF THE CROSSROAD, 56 FEET
 JH0756'NORTHEAST OF THE DIAGONAL ROAD AND 38 FEET SOUTH OF THE CENTER OF
 JH0756'AN EASTWEST GRAVELED ROAD.
 JH0756'
 JH0756'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEAVER FLATS NO 1 1963,
 JH0756'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 JH0756'IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 JH0756'39 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 34 FEET
 JH0756'NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 3.2 FEET WEST
 JH0756'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 2 FEET NORTHWEST OF
 JH0756'A POWER POLE.
 JH0756'
 JH0756'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEAVER FLATS NO 2 1963,
 JH0756'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 JH0756'IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 JH0756'34 FEET SOUTHWEST OF THE CENTER OF A NORTHWEST-SOUTHEAST GRAVELED
 JH0756'ROAD, 3.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED
 JH0756'AND 0.7 FOOT NORTHEAST OF A FENCE.
 JH0756'
 JH0756'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEAVER FLATS 1963, SET IN
 JH0756'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0756'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 34
 JH0756'FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 3.3 FEET
 JH0756'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 2-1/2 FEET EAST
 JH0756'OF A POWER POLE.
 JH0756'
 JH0756'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ON A GRAVELED
 JH0756'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE NORTH SIDE OF THE
 JH0756'ROAD.
 JH0756
 JH0756                          STATION RECOVERY (1968)
 JH0756
 JH0756'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (MEF)
 JH0756'REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS
 JH0756'DESCRIBED.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND AZIMUTH
 JH0756'MARK CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 JH0756'
 JH0756'1 MILE NORTH OF BEAVER FLATS SCH (DISTRICT 45)
 JH0756
 JH0756                          STATION RECOVERY (1996)
 JH0756
 JH0756'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JH0756'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1626 ***********************************************************************
 JE1626  DESIGNATION -  BEBE MOUND
 JE1626  PID         -  JE1626
 JE1626  STATE/COUNTY-  KS/DOUGLAS
 JE1626  USGS QUAD   -  EDGERTON (1978)
 JE1626
 JE1626                         *CURRENT SURVEY CONTROL
 JE1626  ___________________________________________________________________
 JE1626* NAD 83(1997)-  38 46 17.44541(N)    095 03 39.76904(W)     ADJUSTED  
 JE1626* NAVD 88     -       344.0    (meters)    1129.     (feet)  VERTCON   
 JE1626  ___________________________________________________________________
 JE1626  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 JE1626  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JE1626
 JE1626  HORZ ORDER  -  FIRST
 JE1626
 JE1626.The horizontal coordinates were established by classical geodetic methods
 JE1626.and adjusted by the National Geodetic Survey in October 1998..
 JE1626
 JE1626.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1626
 JE1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1626
 JE1626.The geoid height was determined by GEOID03.
 JE1626
 JE1626;                    North         East     Units Scale Factor Converg.
 JE1626;SPC KS N     -    52,786.747   655,360.738   MT  0.99999160   +1 51 34.3
 JE1626;SPC KS S     -   639,130.150   698,806.144   MT  1.00004694   +2 06 48.0
 JE1626;UTM  15      - 4,293,438.749   320,949.341   MT  0.99999479   -1 17 27.6
 JE1626
 JE1626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1626!SPC KS N     -   0.99995102  x   0.99999160  =   0.99994262
 JE1626!SPC KS S     -   0.99995102  x   1.00004694  =   0.99999796
 JE1626!UTM  15      -   0.99995102  x   0.99999479  =   0.99994581
 JE1626
 JE1626:                Primary Azimuth Mark                     Grid Az
 JE1626:SPC KS N     -  GARDNER FAA RADAR DOME                   060 33 17.6
 JE1626:SPC KS S     -  GARDNER FAA RADAR DOME                   060 18 03.9
 JE1626:UTM  15      -  GARDNER FAA RADAR DOME                   063 42 19.5
 JE1626
 JE1626|---------------------------------------------------------------------|
 JE1626| PID    Reference Object                     Distance      Geod. Az  |
 JE1626|                                                           dddmmss.s |
 JE1626| JE2048 GARDNER FAA RADAR DOME              APPROX.15.3 KM 0622451.9 |
 JE1626| JE2043 GARDNER MUNICIPAL TANK              APPROX.12.8 KM 0693114.3 |
 JE1626| JE1627 EDGERTON CO OP GRAIN ELEVATOR       APPROX. 4.7 KM 1074244.5 |
 JE1626| CL4269 BEBE MOUND AZ MK                                   1100028.5 |
 JE1626| CL4271 BEBE MOUND RM 1                     111.106 METERS 18033     |
 JE1626| JE1643 WELLSVILLE MUNICIPAL TANK           APPROX. 6.0 KM 1971420.2 |
 JE1626| CL4270 BEBE MOUND AZ MK 2                                 2341317.9 |
 JE1626| CL4272 BEBE MOUND RM 2                      43.736 METERS 25232     |
 JE1626| JE1629 BALDWIN CITY MUN TANK               APPROX.10.9 KM 2714438.4 |
 JE1626|---------------------------------------------------------------------|
 JE1626
 JE1626                          SUPERSEDED SURVEY CONTROL
 JE1626
 JE1626  NAD 83(1986)-  38 46 17.45316(N)    095 03 39.77045(W) AD(       ) 1
 JE1626  NAD 27      -  38 46 17.42533(N)    095 03 38.88424(W) AD(       ) 1
 JE1626  NGVD 29 (07/19/86)  343.9    (m)         1128.     (f) VERT ANG       
 JE1626
 JE1626.Superseded values are not recommended for survey control.
 JE1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1626.See file dsdata.txt to determine how the superseded data were derived.
 JE1626
 JE1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2094993439(NAD 83)
 JE1626_MARKER: DD = SURVEY DISK
 JE1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1626
 JE1626  HISTORY     - Date     Condition        Report By
 JE1626  HISTORY     - 1887     MONUMENTED       CGS
 JE1626  HISTORY     - 1934     GOOD             KSGS
 JE1626  HISTORY     - 1934     GOOD             CGS
 JE1626  HISTORY     - 1938     GOOD             LOCENG
 JE1626  HISTORY     - 1948     GOOD             CGS
 JE1626  HISTORY     - 1970     GOOD             NGS
 JE1626  HISTORY     - 1974     GOOD             NGS
 JE1626
 JE1626                          STATION DESCRIPTION
 JE1626
 JE1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (FDG)
 JE1626'ABOUT 3 MILES EAST OF EDGERTON, IN PALMYRA TOWNSHIP, 1/4
 JE1626'MILE WEST OF THE JOHNSON-DOUGLAS COUNTY LINE, AND 2-1/4
 JE1626'MILES NORTH OF THE FRANKLIN-DOUGLAS COUNTY LINE, IN A CULTIVATED
 JE1626'FIELD OWNED (1922) BY MRS. DWYER WHO LIVES IN EDGERTON AND
 JE1626'FARMED BY W.A. SMITH.  THE UNDERGROUND, STATION AND WITNESS
 JE1626'MARKS ARE DESCRIBED (SEE PAGE 1), THE
 JE1626'STATION MARK BEING 11 INCHES BELOW THE SURFACE.  A 6-INCH
 JE1626'PIPE LINE PASSES ABOVE AND 8 INCHES NORTHEAST OF THE STATION
 JE1626'MARK.  REFERENCE MARK NO. 1, A STANDARD BRONZE TABLET IN A
 JE1626'BLOCK OF CONCRETE, IS JUST SOUTH OF THE NORTH FENCE OF THE
 JE1626'POULTRY YARD, 27.28 METERS (89.5 FEET), N. 15 DEG E.
 JE1626'(MAGNETIC) FROM THE NORTHEAST CORNER OF THE DWYER HOUSE, AND
 JE1626'106.59 METERS (349.7 FEET), S. 9 DEG E. (MAGNETIC) FROM THE
 JE1626'STATION.  REFERENCE MARK NO. 2, SIMILAR TO NO. 1, IS
 JE1626'IN A SMALL PASTURE JUST OUT FROM THE GARDEN FENCE, 43.74
 JE1626'METERS (143.5 FEET) S. 62 DEG W. FROM THE STATION.  A
 JE1626'FENCE IS 11.6 METERS (38 FEET) SOUTH OF THE STATION AND
 JE1626'THE CENTER OF THE DWYER HOUSE IS 142 METERS (466 FEET) FROM
 JE1626'THE STATION  S 7 DEG 09 MIN W.
 JE1626
 JE1626                          STATION RECOVERY (1934)
 JE1626
 JE1626'RECOVERY NOTE BY KANSAS GEODETIC SURVEY 1934
 JE1626'RECOVERED.
 JE1626
 JE1626                          STATION RECOVERY (1934)
 JE1626
 JE1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JE1626'RECOVERED, ORIGINAL DESCRIPTION CORRECT.  THE STATION MARK
 JE1626'IS IN A CIRCULAR PIT ABOUT 9 INCHES DEEP AND 8 FEET IN
 JE1626'DIAMETER.  THE FOLLOWING WITNESSES ARE FROM REFERENCE MARK
 JE1626'NO. 2- WIRE FENCE, NORTH 15.7 FEET, HEDGE TREE, WEST 37.6 FEET.
 JE1626
 JE1626                          STATION RECOVERY (1938)
 JE1626
 JE1626'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1938 (ALC)
 JE1626'RECOVERED BY THE AGRICULTURAL ADJUSTMENT ADMINISTRATION.
 JE1626'
 JE1626'DESCRIPTION SHOULD READ - THREE MILES WEST OF EDGERTON INSTEAD
 JE1626'OF EAST.  THIS STATION LIES IN THE CENTER SW 1/4 SECTION 3,
 JE1626'T. 15 S, R. 21 E.
 JE1626'
 JE1626'DESCRIPTION OTHERWISE OK.
 JE1626
 JE1626                          STATION RECOVERY (1948)
 JE1626
 JE1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1626'THE STATION AND REFERENCE MARKS, NOS 1 AND 2,
 JE1626'NOTES 11A RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 JE1626'AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A
 JE1626'COMPLETE DESCRIPTION.
 JE1626'
 JE1626'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF BALDWIN CITY,
 JE1626'3.5 MILES NORTH-NORTHEAST OF WELLSVILLE AND 8.5 MILES SOUTHWEST OF
 JE1626'GARDNER ON LAND OWNED BY MR. JACK SHAY OF EDGERTON.  IT IS
 JE1626'ABOUT 0.05 MILE NORTH OF THE FARM HOUSE SET IN THE SOUTH END
 JE1626'OF A CULTIVATED FIELD 35 FEET NORTH OF AN EAST-WEST FENCE
 JE1626'LINE AND 40 FEET NORTH-NORTHWEST OF THE NORTH END OF GATE
 JE1626'INTO FIELD.  IT IS STAMPED BEBE MOUND 1887 AND SET 18 INCHES
 JE1626'BELOW THE GROUND SURFACE.
 JE1626'
 JE1626'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 20 FEET NORTHEAST
 JE1626'OF THE NORTHEAST CORNER OF A SMALL OUT HOUSE, 90 FEET
 JE1626'NORTHEAST OF THE NORTHEAST CORNER OF THE FARM HOUSE AND 1 FOOT
 JE1626'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED BEBE MOUND NO 1 1887
 JE1626'AND PROJECTS 3 INCHES.
 JE1626'
 JE1626'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, SET IN
 JE1626'THE NORTH SIDE OF THE PASTURE, 25 FEET SOUTH OF AN EAST-WEST
 JE1626'FENCE LINE.  IT IS STAMPED BEBE MOUND NO 2 1887 AND PROJECTS
 JE1626'4 INCHES.
 JE1626'
 JE1626'THE AZIMUTH MARK IS ABOUT 0.85 MILE EAST-SOUTHEAST OF THE
 JE1626'STATION, 50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 50, 12
 JE1626'FEET SOUTH-SOUTHWEST OF FENCE CORNER, 3 FEET WEST OF FENCE
 JE1626'LINE AND 2 FEET SOUTHWEST OF WITNESS POST.  IT IS STAMPED
 JE1626'BEBE MOUND 1948 AND PROJECTS 4 INCHES.  TO REACH FROM THE
 JE1626'DRIVEWAY INTO FARM, GO EAST ON U.S. HIGHWAY 50 FOR 0.8 MILE TO
 JE1626'THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 JE1626'
 JE1626'TO REACH THE STATION FROM THE MAIN INTERSECTION IN BALDWIN
 JE1626'CITY, GO NORTH 0.45 MILE, THEN RIGHT AND GO EAST ON U.S.
 JE1626'HIGHWAY 50 FOR 8.25 MILES TO DRIVEWAY LEFT LEADING UP TO
 JE1626'FARM HOUSE ON HILL, TURN LEFT AND GO NORTH ON DRIVEWAY FOR
 JE1626'0.2 MILE TO GATE INTO PASTURE JUST NORTH OF BARN, PASS THROUGH
 JE1626'GATE AND CONTINUE NORTH AND NORTHEAST PASSING THROUGH ANOTHER
 JE1626'GATE AND CONTINUEING NORTHEAST TO GATE INTO CULTIVATED FIELD
 JE1626'AND STATION AS DESCRIBED.
 JE1626'
 JE1626'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 JE1626'
 JE1626'A 100 FOOT SIGNAL AT STATION HASKIN 1885 IS VISIBLE AT 4 FEET.
 JE1626'
 JE1626'AN 87 FOOT SIGNAL AT STATION STANTON IS VISIBLE AT 4 FEET.
 JE1626'
 JE1626'A 74 FOOT SIGNAL AT STATION WELLS IS VISIBLE AT 4 FEET.
 JE1626'
 JE1626'AN 87 FOOT SIGNAL AT STATION SIMMONS 1887 IS VISIBLE AT 4 FEET.
 JE1626'
 JE1626'AN 87 FOOT SIGNAL AT STATION BAKER IS VISIBLE AT 4 FEET.
 JE1626'
 JE1626'A 74 FOOT SIGNAL AT STATION GARDNER IS VISIBLE AT 4 FEET.
 JE1626'
 JE1626'A 74 FOOT SIGNAL AT STATION TUGGLE IS VISIBLE AT 4 FEET.
 JE1626'
 JE1626'AN 87 FOOT SIGNAL AT STATION WAG IS VISIBLE AT 4 FEET.
 JE1626'
 JE1626'A 50 FOOT SIGNAL AT STATION NAVY IS VISIBLE AT 4 FEET.
 JE1626
 JE1626                          STATION RECOVERY (1970)
 JE1626
 JE1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1626'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 JE1626'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 JE1626'MARK WAS SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS FROM OLD
 JE1626'TIES SHOW THE MARK WAS PROBABLY DESTROYED BY CONSTRUCTION.
 JE1626'THE 1948 DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 JE1626'
 JE1626'A NEW AZIMUTH MARK WAS SET.
 JE1626'
 JE1626'FOLLOWING IS A NEW DESCRIPTION.
 JE1626'
 JE1626'TO REACH THE STATION FROM THE POST OFFICE IN EDGERTON, GO
 JE1626'NORTH ON PAVED STREET FOR 0.2 MILE TO U.S. HIGHWAY 56.  TURN
 JE1626'LEFT AND GO WEST ON U.S. HIGHWAY 56 FOR 2.7 MILES TO THE COUNTY
 JE1626'LINE.  CONTINUE WEST ON U.S. HIGHWAY 56 FOR 0.25 MILE TO A
 JE1626'DRIVEWAY ON THE RIGHT.  (CONTINUE WEST ON U.S. HIGHWAY 56
 JE1626'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN RIGHT
 JE1626'AND GO NORTH ON DRIVEWAY FOR 0.2 MILE TO A FARM HOUSE AND
 JE1626'A GATE ON THE LEFT.  PASS THROUGH THE GATE AND THEN GO NORTH
 JE1626'AND THEN NORTHEAST THROUGH PASTURE TO THE NORTHEAST CORNER OF
 JE1626'FENCED AREA AND THE STATION NORTH OF A GATE.
 JE1626'
 JE1626'STATION MARK, A STANDARD DISK STAMPED BEBE MOUND 1887, IS
 JE1626'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 18 INCHES
 JE1626'BELOW THE SURFACE OF THE GROUND.  IT IS 48 FEET NORTHWEST OF THE
 JE1626'EAST GATE POST AT ENTRANCE TO A CULTIVATED FIELD, 31.5 FEET
 JE1626'NORTHEAST OF THE CENTER OF A LONE TREE, 27 FEET NORTH OF A
 JE1626'METAL WITNESS POST SET IN AN EAST-WEST FENCE, AND 215 FEET
 JE1626'WEST OF A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK WAS NOT
 JE1626'INSPECTED.
 JE1626'
 JE1626'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEBE MOUND NO. 1
 JE1626'1887, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JE1626'3 INCHES.  IT IS 90 FEET NORTHEAST OF THE NORTHEAST CORNER
 JE1626'OF THE HOUSE, 19.5 FEET EAST OF A FENCE AT THE EAST SIDE OF
 JE1626'A GARDEN, AND 16.5 FEET NORTH OF A FENCE.
 JE1626'
 JE1626'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEBE MOUND
 JE1626'NO. 2 1887, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 JE1626'WHICH PROJECTS 3 INCHES.  IT IS 15.5 FEET SOUTH OF AN EAST-WEST
 JE1626'FENCE AND IN PASTURE LAND.
 JE1626'
 JE1626'AZIMUTH MARK, A STANDARD DISK STAMPED BEBE MOUND 1887 1970,
 JE1626'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JE1626'3 INCHES.  IT IS 100.5 FEET WEST-NORTHWEST OF A POWERLINE POLE
 JE1626'WITH A TRANSFORMER, 58 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 JE1626'56, 1 FOOT EAST OF AN IRON RIGHT-OF-WAY STAKE, AND 1 FOOT WEST
 JE1626'OF A METAL WITNESS POST.
 JE1626'
 JE1626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3
 JE1626'MILES WNW OF EDGERTON.
 JE1626
 JE1626                          STATION RECOVERY (1974)
 JE1626
 JE1626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1626'RM 1 TO RM 2 IS OBSTRUCTED BY TREES AND A FENCE.
 JE1626'
 JE1626'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JE1626'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 JE1626'DIRECTION TO THE REFERENCE MARKS CHECKED THE OLD DATA.  THE
 JE1626'DIRECTION TO THE AZIMUTH MARK ALSO CHECKED THE OLD DATA.  THE
 JE1626'STATION DISK IS CORRODED AND THE STAMPING IS NOT LEGIBLE.  A NEW
 JE1626'DESCRIPTION FOLLOWS.
 JE1626'
 JE1626'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF BALDWIN CITY, 4
 JE1626'MILES NORTH-NORTHEAST OF WELLSVILLE, 3 MILES WEST OF EDGERTON, AT THE
 JE1626'SOUTH EDGE OF A CULTIVATED FIELD WHICH IS THE PROPERTY OF A MR.
 JE1626'CHARLES SHAY.  IT IS IN THE SE 1/4 SEC 3, T 15 S, R 21 E.
 JE1626'
 JE1626'TO REACH THE STATION FROM THE POST OFFICE IN EDGERTON, GO NORTH ON
 JE1626'A PAVED STREET FOR 0.2 MILE TO THE JUNCTION WITH U.S. HIGHWAY 56.
 JE1626'TURN LEFT AND GO WEST ON U.S. HIGHWAY 56 FOR 2.6 MILES TO A
 JE1626'CROSSROAD AND THE DOUGLAS COUNTY LINE.  CONTINUE WEST ON THE HIGHWAY
 JE1626'FOR 0.25 MILE TO A GRAVELED DRIVEWAY ON THE RIGHT.  (TO REACH THE
 JE1626'AZIMUTH MARK FROM HERE, CONTINUE WEST FOR 0.35 MILE TO A GRAVELED
 JE1626'DRIVEWAY ON THE RIGHT AND THE MARK ON THE LEFT ATOP A CUTBANK.)
 JE1626'TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR 0.2 MILE TO A
 JE1626'FARMHOUSE ON THE RIGHT AND A GATE ON THE LEFT.  TURN LEFT,
 JE1626'PASSING THROUGH THE GATE, THEN TURN RIGHT AND GO NORTH THEN
 JE1626'NORTHEAST ACROSS A PASTURE FOR 0.1 MILE TO A FENCE CORNER, GATE,
 JE1626'AND THE STATION.
 JE1626'
 JE1626'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JE1626'SQUARE CONCRETE MONUMENT WHICH IS 18 INCHES BELOW THE GROUND
 JE1626'SURFACE.  IT IS 48.0 FEET NORTHWEST OF THE EAST GATE POST OF THE
 JE1626'GATE, 31.5 FEET NORTHEAST OF A 24-INCH MULBERRY TREE AND 27.6 FEET
 JE1626'NORTH OF A WITNESS POST THAT IS SET IN A FENCE LINE.
 JE1626'
 JE1626'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEBE MOUND NO 1 1887.  IT
 JE1626'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 JE1626'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 90.0 FEET
 JE1626'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 19.4 FEET EAST OF
 JE1626'A NORTHSOUTH FENCE, 16.7 FEET NORTH OF AN EAST-WEST FENCE AND IS
 JE1626'ABOUT THE SAME ELEVATION AS THE STATION.
 JE1626'
 JE1626'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BEBE MOUND NO 2 1887.  IT
 JE1626'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 JE1626'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 140.0 FEET
 JE1626'WEST-SOUTHWEST OF WITNESS POST, 16.0 FEET SOUTH OF A
 JE1626'FENCE.
 JE1626'
 JE1626'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEBE MOUND 1887 1970, SET
 JE1626'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 JE1626'2 INCHES ABOVE THE GROUND.  IT IS 100.0 FEET WEST OF A POWER LINE
 JE1626'POLE, 58.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 56 AND 1.3
 JE1626'FEET WEST OF A WITNESS POST.
 JE1626'
 JE1626'NOTE--REFERENCE MARK 1 TO REFERENCE MARK 2 OBSTRUCTED BY TREES AND
 JE1626'A FENCE.
 JE1626'
 JE1626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES WEST OF
 JE1626'EDGERTON.
 JE1626'
 JE1626'HEIGHT OF LIGHT ABOVE STATION MARK 9.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1087 ***********************************************************************
 HF1087  DESIGNATION -  BEC A
 HF1087  PID         -  HF1087
 HF1087  STATE/COUNTY-  KS/SEDGWICK
 HF1087  USGS QUAD   -  ANDOVER (1982)
 HF1087
 HF1087                         *CURRENT SURVEY CONTROL
 HF1087  ___________________________________________________________________
 HF1087* NAD 83(1997)-  37 41 25.83874(N)    097 13 01.32050(W)     ADJUSTED  
 HF1087* NAVD 88     -       420.898  (meters)    1380.90   (feet)  ADJUSTED  
 HF1087  ___________________________________________________________________
 HF1087  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 HF1087  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF1087  DYNAMIC HT  -         420.570 (meters)    1379.82  (feet)  COMP
 HF1087  MODELED GRAV-     979,836.6   (mgal)                       NAVD 88
 HF1087
 HF1087  HORZ ORDER  -  THIRD
 HF1087  VERT ORDER  -  THIRD
 HF1087
 HF1087.This mark is at Beech Factory Airport (BEC)
 HF1087
 HF1087.The horizontal coordinates were established by GPS observations
 HF1087.and adjusted by the National Geodetic Survey in October 1998..
 HF1087
 HF1087.The orthometric height was determined by differential leveling
 HF1087.and adjusted by the National Geodetic Survey in June 1991..
 HF1087
 HF1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1087
 HF1087.The geoid height was determined by GEOID03.
 HF1087
 HF1087.The dynamic height is computed by dividing the NAVD 88
 HF1087.geopotential number by the normal gravity value computed on the
 HF1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1087.degrees latitude (g = 980.6199 gals.).
 HF1087
 HF1087.The modeled gravity was interpolated from observed gravity values.
 HF1087
 HF1087;                    North         East     Units Scale Factor Converg.
 HF1087;SPC KS S     -   514,409.333   513,148.094   MT  0.99994373   +0 47 18.3
 HF1087;UTM  14      - 4,172,973.170   657,201.745   MT  0.99990439   +1 05 25.2
 HF1087
 HF1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1087!SPC KS S     -   0.99993848  x   0.99994373  =   0.99988221
 HF1087!UTM  14      -   0.99993848  x   0.99990439  =   0.99984288
 HF1087
 HF1087:                Primary Azimuth Mark                     Grid Az
 HF1087:SPC KS S     -  BEECH FACTORY SOUTH WIND SOCK            212 41 58.7
 HF1087:UTM  14      -  BEECH FACTORY SOUTH WIND SOCK            212 23 51.8
 HF1087
 HF1087|---------------------------------------------------------------------|
 HF1087| PID    Reference Object                     Distance      Geod. Az  |
 HF1087|                                                           dddmmss.s |
 HF1087| CR9522 BEECH FACTORY SOUTH WIND SOCK                      2132917.0 |
 HF1087|---------------------------------------------------------------------|
 HF1087
 HF1087                          SUPERSEDED SURVEY CONTROL
 HF1087
 HF1087  NAD 83(1997)-  37 41 25.84571(N)    097 13 01.30932(W) AD(       ) 3
 HF1087  NAD 83(1986)-  37 41 25.84970(N)    097 13 01.32297(W) AD(       ) 3
 HF1087  NAD 27      -  37 41 25.78787(N)    097 13 00.17129(W) AD(       ) 3
 HF1087  NGVD 29 (12/08/88)  420.75   (m)         1380.4    (f) LEVELING    3  
 HF1087
 HF1087.Superseded values are not recommended for survey control.
 HF1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1087.See file dsdata.txt to determine how the superseded data were derived.
 HF1087
 HF1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5720272973(NAD 83)
 HF1087_MARKER: DD = SURVEY DISK
 HF1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1087_SP_SET: CONCRETE POST
 HF1087_STAMPING: BEC A 1987
 HF1087_MARK LOGO: NOS   
 HF1087_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 HF1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1087+STABILITY: SURFACE MOTION
 HF1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1087+SATELLITE: SATELLITE OBSERVATIONS - 1987
 HF1087
 HF1087  HISTORY     - Date     Condition        Report By
 HF1087  HISTORY     - 1987     MONUMENTED       NOS
 HF1087  HISTORY     - 1987     GOOD             NOS
 HF1087
 HF1087                          STATION DESCRIPTION
 HF1087
 HF1087'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF1087'THEN STATION IS LOCATED NEAR THE NORTH-CENTRAL PORTION OF THE
 HF1087'WICHITA BEECH FACTORY AIRPORT EAST OF THE MID WINDSOCK AND THE
 HF1087'MAIN 18-36 RUNWAY, SOUTH OF THE SO CALLED SHAKER BUILDING.
 HF1087'
 HF1087'TO REACH THE STATION CONTACT THE BEECH FACTORY REPRESENTATIVE
 HF1087'FOR PERMISSION TO DRIVE ONTO THE AIRPORT PROPER.
 HF1087'
 HF1087'THE STATION IS A STANDARD NOS DISK STAMPED---BEC A 1987---,
 HF1087'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 HF1087'FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 59.8 FEET EAST FROM
 HF1087'THE EAST EDGE OF A ASPHALT ACCESS ROAD, AND 8.0 FEET SOUTH FROM THE
 HF1087'SOUTHEAST CORNER OF A SMALL ASPHALT PULL-OFF AREA.
 HF1087'
 HF1087'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 HF1087'
 HF1087'DESCRIBED BY P B WALBOLT.
 HF1087
 HF1087                          STATION RECOVERY (1987)
 HF1087
 HF1087'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HF1087'IN WICHITA.
 HF1087'THE STATION IS LOCATED NEAR THE NORTH-CENTRAL PORTION OF THE WICHITA
 HF1087'BEECH FACTORY AIRPORT EAST OF THE MID FIELD WINDSOCK AND THE MAIN
 HF1087'18-36 RUNWAY AND SOUTH OF THE SO CALLED SHAKER BUILDING.
 HF1087'TO REACH THE STATION CONTACT THE BEECH FACTORY REPRESENTATIVE
 HF1087'FOR PERMISSION TO ENTER THE AIRPORT.  A SECURITY CLEARANCE IS
 HF1087'REQUIRED.
 HF1087'THE STATION IS LOCATED 59.8 FEET EAST FROM THE EAST
 HF1087'EDGE OF AN ASPHALT ACCESS ROAD AND 8.0 FEET SOUTH FROM THE SOUTHEAST
 HF1087'CORNER OF A SMALL ASPHALT PULL OFF AREA.  THE STATION IS AN ALUMINUM
 HF1087'DISK SET FLUSH WITH THE EXISTING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1088 ***********************************************************************
 HF1088  DESIGNATION -  BEC B
 HF1088  PID         -  HF1088
 HF1088  STATE/COUNTY-  KS/SEDGWICK
 HF1088  USGS QUAD   -  ANDOVER (1982)
 HF1088
 HF1088                         *CURRENT SURVEY CONTROL
 HF1088  ___________________________________________________________________
 HF1088* NAD 83(1997)-  37 40 50.29769(N)    097 13 17.42280(W)     ADJUSTED  
 HF1088* NAVD 88     -       418.441  (meters)    1372.84   (feet)  ADJUSTED  
 HF1088  ___________________________________________________________________
 HF1088  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HF1088  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF1088  DYNAMIC HT  -         418.114 (meters)    1371.76  (feet)  COMP
 HF1088  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 HF1088
 HF1088  HORZ ORDER  -  THIRD
 HF1088  VERT ORDER  -  THIRD
 HF1088
 HF1088.This mark is at Beech Factory Airport (BEC)
 HF1088
 HF1088.The horizontal coordinates were established by classical geodetic methods
 HF1088.and adjusted by the National Geodetic Survey in October 1998..
 HF1088
 HF1088.The orthometric height was determined by differential leveling
 HF1088.and adjusted by the National Geodetic Survey in June 1991..
 HF1088
 HF1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1088
 HF1088.The geoid height was determined by GEOID03.
 HF1088
 HF1088.The dynamic height is computed by dividing the NAVD 88
 HF1088.geopotential number by the normal gravity value computed on the
 HF1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1088.degrees latitude (g = 980.6199 gals.).
 HF1088
 HF1088.The modeled gravity was interpolated from observed gravity values.
 HF1088
 HF1088;                    North         East     Units Scale Factor Converg.
 HF1088;SPC KS S     -   513,308.323   512,768.670   MT  0.99994443   +0 47 08.4
 HF1088;UTM  14      - 4,171,870.221   656,828.141   MT  0.99990295   +1 05 14.4
 HF1088
 HF1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1088!SPC KS S     -   0.99993887  x   0.99994443  =   0.99988330
 HF1088!UTM  14      -   0.99993887  x   0.99990295  =   0.99984182
 HF1088
 HF1088:                Primary Azimuth Mark                     Grid Az
 HF1088:SPC KS S     -  BEECH FACTORY SOUTH WIND SOCK            288 25 29.0
 HF1088:UTM  14      -  BEECH FACTORY SOUTH WIND SOCK            288 07 23.0
 HF1088
 HF1088|---------------------------------------------------------------------|
 HF1088| PID    Reference Object                     Distance      Geod. Az  |
 HF1088|                                                           dddmmss.s |
 HF1088| CR9522 BEECH FACTORY SOUTH WIND SOCK                      2891237.4 |
 HF1088|---------------------------------------------------------------------|
 HF1088
 HF1088                          SUPERSEDED SURVEY CONTROL
 HF1088
 HF1088  NAD 83(1997)-  37 40 50.30465(N)    097 13 17.41162(W) AD(       ) 3
 HF1088  NAD 83(1986)-  37 40 50.30873(N)    097 13 17.42556(W) AD(       ) 3
 HF1088  NAD 27      -  37 40 50.24626(N)    097 13 16.27341(W) AD(       ) 3
 HF1088  NGVD 29 (12/08/88)  418.30   (m)         1372.4    (f) LEVELING    3  
 HF1088
 HF1088.Superseded values are not recommended for survey control.
 HF1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1088.See file dsdata.txt to determine how the superseded data were derived.
 HF1088
 HF1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5682871870(NAD 83)
 HF1088_MARKER: DD = SURVEY DISK
 HF1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1088_SP_SET: CONCRETE POST
 HF1088_STAMPING: BEC B 1987
 HF1088_MARK LOGO: NOS   
 HF1088_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 HF1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1088+STABILITY: SURFACE MOTION
 HF1088
 HF1088  HISTORY     - Date     Condition        Report By
 HF1088  HISTORY     - 1987     MONUMENTED       NOS
 HF1088  HISTORY     - 1987     GOOD             NOS
 HF1088
 HF1088                          STATION DESCRIPTION
 HF1088
 HF1088'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF1088'THE STATION IS LOCATED AT THE WICHITA BEECH FACTORY AIRPORT NEAR
 HF1088'THE SOUTH END OF THE 18-36 RUNWAY.
 HF1088'
 HF1088'TO REACH THE STATION CONTACT THE BEECH FACTORY REPRESENTATIVE FOR
 HF1088'PERMISSION TO DRIVE ONTO THE AIRPORT PROPER.
 HF1088'
 HF1088'THE STATION IS A STANDARD NOS DISK STAMPED---BEC B 1987---,
 HF1088'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 HF1088'FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 212.5 FEET EAST FROM
 HF1088'THE EAST EDGE OF THE 18-36 RUNWAY, 149.0 FEET NORTHEAST FROM THE
 HF1088'NORTHEAST CORNER OF A AIRPLANE HOLDING AREA AT THE SOUTH END OF
 HF1088'RUNWAY 18-36, QND 63.0 FEET EAST FROM A NORTH-SOUTH HEDGELINE.
 HF1088'
 HF1088'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 HF1088'
 HF1088'DESCRIBED BY P B WALBOLT.
 HF1088
 HF1088                          STATION RECOVERY (1987)
 HF1088
 HF1088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HF1088'IN WICHITA.
 HF1088'THE STATION IS LOCATED AT THE WICHITA BEECH FACTORY AIRPORT NEAR THE
 HF1088'SOUTH END OF THE 18-36 RUNWAY.
 HF1088'TO REACH THE STATION CONTACT THE BEECH FACTORY REPRESENTATIVE AT THE
 HF1088'BEECH HEADQUARTERS NEAR THE NORTH SIDE OF THE AIRPORT PROPERTY.
 HF1088'THE STATION IS LOCATED 212.5 FEET EAST FROM THE EAST EDGE OF THE
 HF1088'18-36 RUNWAY, 149.0 FEET NORTHEAST FROM THE NORTHEAST CORNER OF A
 HF1088'AIRPLANE HOLDING AREA AT THE SOUTH END OF RUNWAY 18-36 AND 63.0 FEET
 HF1088'EAST FROM A NORTH-SOUTH HEDGELINE.  THE MARK IS AN ALUMINUM DISK SET
 HF1088'FLUSH WITH THE EXISTING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0845 ***********************************************************************
 HH0845  DESIGNATION -  BEELER
 HH0845  PID         -  HH0845
 HH0845  STATE/COUNTY-  KS/HAMILTON
 HH0845  USGS QUAD   -  SYRACUSE WEST (1966)
 HH0845
 HH0845                         *CURRENT SURVEY CONTROL
 HH0845  ___________________________________________________________________
 HH0845* NAD 83(1997)-  37 52 36.39016(N)    101 49 27.94010(W)     ADJUSTED  
 HH0845* NAVD 88     -      1087.0    (meters)    3566.     (feet)  VERTCON   
 HH0845  ___________________________________________________________________
 HH0845  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 HH0845  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 HH0845
 HH0845  HORZ ORDER  -  FIRST
 HH0845
 HH0845.The horizontal coordinates were established by classical geodetic methods
 HH0845.and adjusted by the National Geodetic Survey in October 1998..
 HH0845
 HH0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0845
 HH0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0845
 HH0845.The geoid height was determined by GEOID03.
 HH0845
 HH0845;                    North         East     Units Scale Factor Converg.
 HH0845;SPC KS S     -   539,516.990   107,600.049   MT  0.99993617   -2 02 34.6
 HH0845;UTM  14      - 4,195,904.082   251,583.429   MT  1.00036014   -1 44 06.0
 HH0845
 HH0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0845!SPC KS S     -   0.99983329  x   0.99993617  =   0.99976947
 HH0845!UTM  14      -   0.99983329  x   1.00036014  =   1.00019337
 HH0845
 HH0845:                Primary Azimuth Mark                     Grid Az
 HH0845:SPC KS S     -  SYRACUSE MUNICIPAL TANK                  030 07 59.5
 HH0845:UTM  14      -  SYRACUSE MUNICIPAL TANK                  029 49 30.9
 HH0845
 HH0845|---------------------------------------------------------------------|
 HH0845| PID    Reference Object                     Distance      Geod. Az  |
 HH0845|                                                           dddmmss.s |
 HH0845| HH0846 SYRACUSE MUNICIPAL TANK             APPROX.12.9 KM 0280524.9 |
 HH0845| CM8379 BEELER RM 1                          36.399 METERS 07310     |
 HH0845| CM8380 BEELER RM 2                          31.263 METERS 15907     |
 HH0845| CM8378 BEELER AZ MK                                       2304911.4 |
 HH0845| JJ0784 HOLLY MUNICIPAL TANK                APPROX.32.3 KM 3062745.0 |
 HH0845|---------------------------------------------------------------------|
 HH0845
 HH0845                          SUPERSEDED SURVEY CONTROL
 HH0845
 HH0845  NAD 83(1997)-  37 52 36.39005(N)    101 49 27.94013(W) AD(       ) 1
 HH0845  NAD 83(1997)-  37 52 36.39219(N)    101 49 27.93954(W) AD(       ) 1
 HH0845  NAD 83(1986)-  37 52 36.39184(N)    101 49 27.93481(W) AD(       ) 1
 HH0845  NAD 27      -  37 52 36.35160(N)    101 49 26.31542(W) AD(       ) 1
 HH0845  NGVD 29 (07/19/86) 1086.6    (m)         3565.     (f) VERT ANG       
 HH0845
 HH0845.Superseded values are not recommended for survey control.
 HH0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0845.See file dsdata.txt to determine how the superseded data were derived.
 HH0845
 HH0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5158395904(NAD 83)
 HH0845_MARKER: DS = TRIANGULATION STATION DISK
 HH0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0845
 HH0845  HISTORY     - Date     Condition        Report By
 HH0845  HISTORY     - 1934     MONUMENTED       CGS
 HH0845  HISTORY     - 1975     GOOD             NGS
 HH0845
 HH0845                          STATION DESCRIPTION
 HH0845
 HH0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0845'THIS STATION IS ABOUT 8 MILES SSW OF SYRACUSE ON SMOOTH PASTURE
 HH0845'LAND ABOUT 1-1/2 MILES N AND 1/2 MILE E OF THE RESIDENCE OF MR.
 HH0845'HOMER WALKER WHO LIVES AT THE SW CORNER OF THE PASTURE, IN
 HH0845'AND NEAR THE CENTER OF SEC. 16, T 25 S, R 41 W.  THE LAND IS
 HH0845'OWNED BY MR. C.W. BEELER OF KINSLEY, KANSAS, AND THE TENANT, MR.
 HH0845'D.L. BRANSON, WAS INTERVIEWED.  THE MARK PROJECTS 6 INCHES.
 HH0845'
 HH0845'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0845'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 HH0845'
 HH0845'REFERENCE MARK NO. 1 IS ENE OF THE STATION, MARK PROJECTS 8 INCHES.
 HH0845'
 HH0845'REFERENCE MARK NO. 2 IS SSE OF THE STATION, MARK PROJECTS 6
 HH0845'INCHES.
 HH0845'
 HH0845'THE AZIMUTH MARK IS SW OF THE STATION, 1.4 MILES S OF A WIRE GATE,
 HH0845'1 FOOT E OF A N AND S FENCE LINE, MARK PROJECTS 6 INCHES.
 HH0845'
 HH0845'THE STATION IS REACHED FROM THE RAILROAD CROSSING IN THE S EDGE
 HH0845'OF SYRACUSE BY GOING S ON STATE HIGHWAY 27 FOR 4.5 MILES.  TURN
 HH0845'RIGHT, LEAVING STATE HIGHWAY 27, AND GO W ON A SECTION LINE ROAD
 HH0845'FOR 4.0 MILES TO A GRADED CROSS ROAD, TURN LEFT AND GO S 1.5
 HH0845'MILES TO A WIRE GATE ON THE LEFT SIDE OF THE ROAD, PASS THROUGH
 HH0845'THE GATE AND CONTINUE S ALONG THE E SIDE OF THE FENCE FOR 1.0
 HH0845'MILE, LEAVE THE FENCE AND DRIVE E ACROSS PASTURE 0.5 MILE TO
 HH0845'THE STATION.
 HH0845'
 HH0845'ALL OF THE OBJECTS, EXCEPT STATION MINTER (U.S.G.S.), ARE
 HH0845'VISIBLE FROM THE GROUND.
 HH0845'
 HH0845'HEIGHT OF LIGHT ABOVE STATION MARK - 10.33 METERS.
 HH0845
 HH0845                          STATION RECOVERY (1975)
 HH0845
 HH0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HH0845'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 HH0845'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 HH0845'FOR AND NOT FOUND, BUT IT IS BELIEVED THE MARK IS STILL INTACT AT
 HH0845'THE FENCELINE UNDER BLOWN DIRT.  FOLLOWING IS AN UPDATED
 HH0845'DESCRIPTION FOR A ROUTE TO REACH THE STATION--
 HH0845'
 HH0845'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 270 AND 50 AND
 HH0845'STATE HIGHWAY 27, GO SOUTH ON HIGHWAYS 270 AND 27 FOR 4.7 MILES TO A
 HH0845'SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 HH0845'FOR 4.0 MILES TO A TRACK ROAD AND GATE ON THE LEFT, TURN LEFT, PASS
 HH0845'THROUGH THE GATE AND GO SOUTH ON THE TRACK ROAD FOR 0.6 MILE TO
 HH0845'A GATE ON LEFT IN A NORTH-SOUTH FENCELINE, CONTINUE SOUTH ON THE
 HH0845'TRACK ROAD FOR 0.4 MILE TO A GATE IN AN EAST-WEST FENCELINE, PASS
 HH0845'THROUGH THE GATE AND GO 50 FEET TO A GATE ON THE LEFT IN THE
 HH0845'NORTH-SOUTH FENCELINE, PASS TO THE GATE THEN TURN RIGHT AND
 HH0845'GO SOUTH ALONG THE EAST SIDE OF THE NORTH-SOUTH FENCELINE FOR 0.4
 HH0845'MILE TO A LARGE FENCE POST ON THE RIGHT, CONTINUE SOUTH ALONG
 HH0845'FENCELINE FOR 0.7 MILE TO THE SECTION LINE, CONTINUE SOUTH ALONG THE
 HH0845'FENCELINE FOR 0.3 MILE TO A T-FENCE, TURN LEFT AND GO EAST ALONG
 HH0845'NORTH SIDE OF AN EAST-WEST FENCELINE FOR 0.15 MILE TO A GATE
 HH0845'ON THE RIGHT, PASS THROUGH THE GATE AND GO SOUTHEAST ACROSS
 HH0845'PASTURE LANE, THROUGH A VALLEY AND UPHILL TO FLAT LAND FOR
 HH0845'0.35 MILE TO THE STATION.
 HH0845'
 HH0845'THE STATION MARK AND THE REFERENCE MARKS PROJECT ABOUT 6 INCHES
 HH0845'ABOVE THE GROUND SURFACE.
 HH0845'
 HH0845'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.0 MILES
 HH0845'SOUTHWEST OF SYRACUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0681 ***********************************************************************
 JH0681  DESIGNATION -  BEELER CO OP GRAIN ELEVATOR
 JH0681  PID         -  JH0681
 JH0681  STATE/COUNTY-  KS/NESS
 JH0681  USGS QUAD   -  BEELER (1965)
 JH0681
 JH0681                         *CURRENT SURVEY CONTROL
 JH0681  ___________________________________________________________________
 JH0681* NAD 83(1997)-  38 26 36.05465(N)    100 11 43.87628(W)     ADJUSTED  
 JH0681* NAVD 88     -                                                        
 JH0681  ___________________________________________________________________
 JH0681  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JH0681  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 JH0681
 JH0681  HORZ ORDER  -  THIRD
 JH0681
 JH0681.The horizontal coordinates were established by classical geodetic methods
 JH0681.and adjusted by the National Geodetic Survey in October 1998..
 JH0681
 JH0681
 JH0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0681
 JH0681.The geoid height was determined by GEOID03.
 JH0681
 JH0681;                    North         East     Units Scale Factor Converg.
 JH0681;SPC KS S     -   598,535.495   251,990.645   MT  0.99997794   -1 02 31.0
 JH0681;UTM  14      - 4,255,684.119   395,669.758   MT  0.99973405   -0 44 36.1
 JH0681
 JH0681                          SUPERSEDED SURVEY CONTROL
 JH0681
 JH0681  NAD 83(1986)-  38 26 36.06056(N)    100 11 43.87634(W) AD(       ) 4
 JH0681  NAD 27      -  38 26 35.99945(N)    100 11 42.39911(W) AD(       ) 3
 JH0681
 JH0681.Superseded values are not recommended for survey control.
 JH0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0681.See file dsdata.txt to determine how the superseded data were derived.
 JH0681
 JH0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH9567055684(NAD 83)
 JH0681_MARKER: 65 = GRAIN ELEVATOR
 JH0681
 JH0681  HISTORY     - Date     Condition        Report By
 JH0681  HISTORY     - 1964     FIRST OBSERVED   CGS
 JH0681
 JH0681                          STATION DESCRIPTION
 JH0681
 JH0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0681'THE STATION IS THE VENTILATOR ATOP THE HEADHOUSE OF THE ELEVATOR IN
 JH0681'BEELER.  THE ELEVATOR IS MADE OF CREAM COLORED CONCRETE AND HAS AN
 JH0681'OVERALL HEIGHT OF 160 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LH1007 ***********************************************************************
 LH1007  DESIGNATION -  BEEMAN AZ MK 2
 LH1007  PID         -  LH1007
 LH1007  STATE/COUNTY-  KS/JEWELL
 LH1007  USGS QUAD   -  AMBOY (1974)
 LH1007
 LH1007                         *CURRENT SURVEY CONTROL
 LH1007  ___________________________________________________________________
 LH1007* NAD 83(1997)-  40 00 09.15720(N)    098 23 12.79529(W)     ADJUSTED  
 LH1007* NAVD 88     -       569.6    (meters)    1869.     (feet)  VERTCON   
 LH1007  ___________________________________________________________________
 LH1007  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 LH1007  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LH1007
 LH1007  HORZ ORDER  -  THIRD
 LH1007
 LH1007.The horizontal coordinates were established by classical geodetic methods
 LH1007.and adjusted by the National Geodetic Survey in October 1998..
 LH1007.No horizontal observational check was made to the station.
 LH1007
 LH1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1007
 LH1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1007
 LH1007.The geoid height was determined by GEOID03.
 LH1007
 LH1007;                    North         East     Units Scale Factor Converg.
 LH1007;SPC KS N     -   185,382.860   366,962.086   MT  1.00004292   -0 14 41.2
 LH1007;SPC NE       -    20,073.621   637,736.630   MT  0.99999885   +1 04 08.4
 LH1007;UTM  14      - 4,428,219.538   552,333.326   MT  0.99963372   +0 23 38.9
 LH1007
 LH1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1007!SPC KS N     -   0.99991472  x   1.00004292  =   0.99995763
 LH1007!SPC NE       -   0.99991472  x   0.99999885  =   0.99991357
 LH1007!UTM  14      -   0.99991472  x   0.99963372  =   0.99954847
 LH1007
 LH1007                          SUPERSEDED SURVEY CONTROL
 LH1007
 LH1007  NAD 83(1997)-  40 00 09.15758(N)    098 23 12.79607(W) AD(       ) 3
 LH1007  NAD 83(1986)-  40 00 09.16246(N)    098 23 12.79510(W) AD(       ) 3
 LH1007  NAD 27      -  40 00 09.11296(N)    098 23 11.60578(W) AD(       ) 3
 LH1007  NGVD 29 (07/19/86)  569.4    (m)         1868.     (f) VERT ANG       
 LH1007
 LH1007.Superseded values are not recommended for survey control.
 LH1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1007.See file dsdata.txt to determine how the superseded data were derived.
 LH1007
 LH1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5233328220(NAD 83)
 LH1007
 LH1007  HISTORY     - Date     Condition        Report By
 LH1007  HISTORY     - 1975     MONUMENTED       NGS
 LH1007  HISTORY     - 1975     GOOD             NGS
 LH1007
 LH1007                          STATION DESCRIPTION
 LH1007
 LH1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 LH1007'THE AZIMUTH MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED BEEMAN
 LH1007'1947 AZ 2 1975, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 LH1007'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 LH1007'NORTH OF THE EAST-WEST DIRT ROAD, 26 FEET EAST OF THE CENTER OF A
 LH1007'DIRT ROAD NORTH, 4 FEET SOUTH OF A CORNER FENCE POST AND 2 FEET
 LH1007'WEST-NORTHWEST OF A METAL WITNESS POST IN A FENCE.
 LH1007'
 LH1007'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO EAST ON THE DIRT
 LH1007'ROAD FOR 0.55 MILE TO A ROAD LEFT AND THE AZIMUTH MARK AS
 LH1007'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LH1006 ***********************************************************************
 LH1006  DESIGNATION -  BEEMAN RESET
 LH1006  PID         -  LH1006
 LH1006  STATE/COUNTY-  KS/JEWELL
 LH1006  USGS QUAD   -  AMBOY (1974)
 LH1006
 LH1006                         *CURRENT SURVEY CONTROL
 LH1006  ___________________________________________________________________
 LH1006* NAD 83(1997)-  40 00 08.39629(N)    098 23 51.42669(W)     ADJUSTED  
 LH1006* NAVD 88     -       578.7    (meters)    1899.     (feet)  VERTCON   
 LH1006  ___________________________________________________________________
 LH1006  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 LH1006  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 LH1006
 LH1006  HORZ ORDER  -  FIRST
 LH1006  VERT ORDER  -  THIRD ? (See Below)
 LH1006
 LH1006.The horizontal coordinates were established by classical geodetic methods
 LH1006.and adjusted by the National Geodetic Survey in October 1998..
 LH1006
 LH1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1006.The vertical order pertains to the NGVD 29 superseded value.
 LH1006
 LH1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1006
 LH1006.The geoid height was determined by GEOID03.
 LH1006
 LH1006;                    North         East     Units Scale Factor Converg.
 LH1006;SPC KS N     -   185,363.359   366,045.629   MT  1.00004287   -0 15 05.7
 LH1006;SPC NE       -    20,033.117   636,820.902   MT  0.99999895   +1 03 42.8
 LH1006;UTM  14      - 4,428,189.833   551,417.519   MT  0.99963255   +0 23 14.0
 LH1006
 LH1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1006!SPC KS N     -   0.99991329  x   1.00004287  =   0.99995616
 LH1006!SPC NE       -   0.99991329  x   0.99999895  =   0.99991224
 LH1006!UTM  14      -   0.99991329  x   0.99963255  =   0.99954587
 LH1006
 LH1006|---------------------------------------------------------------------|
 LH1006| PID    Reference Object                     Distance      Geod. Az  |
 LH1006|                                                           dddmmss.s |
 LH1006| CN7849 BEEMAN RM 3                          21.430 METERS 03346     |
 LH1006| CN7847 BEEMAN RM 1                          21.686 METERS 04929     |
 LH1006| LH1170 SUPERIOR NEBR CEMENT CO STACK       APPROX.25.2 KM 0843510.2 |
 LH1006| LH1007 BEEMAN AZ MK 2                      APPROX. 0.9 KM 0883145.9 |
 LH1006| KG0586 BURR OAK MUNICIPAL TANK             APPROX.17.1 KM 1521842.3 |
 LH1006| CN7846 BEEMAN AZ MK                                       2714045.6 |
 LH1006| CN7848 BEEMAN RM 2                          18.924 METERS 31846     |
 LH1006| CN7850 BEEMAN RM 4                          18.666 METERS 34302     |
 LH1006|---------------------------------------------------------------------|
 LH1006
 LH1006                          SUPERSEDED SURVEY CONTROL
 LH1006
 LH1006  NAD 83(1997)-  40 00 08.39669(N)    098 23 51.42747(W) AD(       ) 1
 LH1006  NAD 83(1986)-  40 00 08.40156(N)    098 23 51.42649(W) AD(       ) 1
 LH1006  NAD 27      -  40 00 08.35200(N)    098 23 50.23600(W) AD(       ) 1
 LH1006  NGVD 29 (07/19/86)  578.5    (m)         1898.     (f) LEVELING    3  
 LH1006
 LH1006.Superseded values are not recommended for survey control.
 LH1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1006.See file dsdata.txt to determine how the superseded data were derived.
 LH1006
 LH1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK5141828190(NAD 83)
 LH1006_MARKER: DS = TRIANGULATION STATION DISK
 LH1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1006
 LH1006  HISTORY     - Date     Condition        Report By
 LH1006  HISTORY     - 1947     MONUMENTED       CGS
 LH1006  HISTORY     - 1950     GOOD             CGS
 LH1006  HISTORY     - 1975     GOOD             NGS
 LH1006
 LH1006                          STATION DESCRIPTION
 LH1006
 LH1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1006'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF GUIDE ROCK
 LH1006'AND 9.0 MILES SOUTHEAST OF RED CLOUD, ON THE SOUTH SIDE OF THE
 LH1006'KANSAS-NEBRASKA STATE LINE ROAD AND IN THE NORTH EDGE OF A
 LH1006'CULTIVATED FIELD.  IT IS 28 FEET SOUTH OF THE STATE LINE ROAD,
 LH1006'5 FEET SOUTH OF WITNESS POST AND 5 FEET SOUTH OF EAST-WEST
 LH1006'FENCE LINE.  IT IS STAMPED BEEMAN 1947 AND PROJECTS 2 INCHES.
 LH1006'
 LH1006'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 25 FEET NORTH
 LH1006'OF THE CENTER OF STATE LINE ROAD AND 1 FOOT SOUTH OF EAST-WEST
 LH1006'FENCE LINE.  IT IS STAMPED BEEMAN NO 1 1947 AND PROJECTS 8 INCHES.
 LH1006'
 LH1006'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 25 FEET NORTH
 LH1006'OF THE CENTER OF STATE LINE ROAD AND 1 FOOT SOUTH OF EAST-WEST
 LH1006'FENCE LINE.  IT IS STAMPED BEEMAN NO 2 1947 AND PROJECTS 6 INCHES.
 LH1006'
 LH1006'THE AZIMUTH MARK IS ABOUT 0.45 MILES WEST OF THE STATION, 30
 LH1006'FEET NORTH OF THE CENTER OF STATE LINE ROAD, 65 FEET WEST OF
 LH1006'THE CENTER OF NORTH-SOUTH ROAD, 2 FEET EAST OF WITNESS POST
 LH1006'AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED BEEMAN
 LH1006'1947 AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION, GO WEST
 LH1006'ON STATE LINE ROAD FOR 0.45 MILE TO THE MARK ON THE NORTH SIDE
 LH1006'AS DESCRIBED.
 LH1006'
 LH1006'TO REACH THE STATION FROM THE RAILROAD STATION IN GUIDE ROCK,
 LH1006'NEBRASKA, GO SOUTH ON STATE ROUTE 78 FOR 4.7 MILES TO
 LH1006'KANSAS-NEBRASKA STATE LINE AND DIRT ROAD LEADING WEST, TURN
 LH1006'RIGHT AND FOLLOW STATE LINE ROAD WEST FOR 3.7 MILES TO THE
 LH1006'STATION ON THE SOUTH SIDE AS DESCRIBED.
 LH1006'
 LH1006'A 74 FOOT SIGNAL AT STATION COOPER 1889 IS V.G.
 LH1006'
 LH1006'A 4 FOOT SIGNAL AT STATION HARRIS IS V.G.
 LH1006'
 LH1006'A 4 FOOT SIGNAL AT STATION RED IS V.G.
 LH1006'
 LH1006'A 47 FOOT SIGNAL AT STATION REIHER IS V.G.
 LH1006'
 LH1006'A 74 FOOT SIGNAL AT STATION BLUE HILL 1889 IS V.G.
 LH1006'
 LH1006'A 74 FOOT SIGNAL AT STATION BANGERT IS V.G.
 LH1006'
 LH1006'A 4 FOOT SIGNAL AT STATION GUIDE IS V.G.
 LH1006'
 LH1006'A 74 FOOT SIGNAL AT STATION DARWIN IS V.G.
 LH1006'
 LH1006'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LH1006
 LH1006                          STATION RECOVERY (1950)
 LH1006
 LH1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LH1006'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LH1006'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN EXCELLENT
 LH1006'CONDITION.
 LH1006'
 LH1006'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 LH1006'
 LH1006'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF GUIDE ROCK,
 LH1006'NEBRASKA AND ABOUT 2.0 MILES NORTH AND 1.5 MILES WEST OF
 LH1006'NORTHBRANCH, KANSAS JUST SOUTH OF THE KANSAS-NEBRASKA STATE
 LH1006'LINE IN THE NORTH EDGE OF A CULTIVATED FIELD.  IT IS 23 FEET
 LH1006'SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 5 FEET SOUTH OF
 LH1006'A WITNESS POST.  IT IS STAMPED BEEMAN 1947 AND PROJECTS 3
 LH1006'INCHES.
 LH1006'
 LH1006'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 22 FEET NORTH
 LH1006'OF THE CENTER OF ROAD AND 11.5 FEET SOUTH OF AN EAST-WEST
 LH1006'FENCE LINE.  IT IS STAMPED BEEMAN NO 1 1947 AND PROJECTS 8
 LH1006'INCHES.
 LH1006'
 LH1006'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 21 FEET NORTH
 LH1006'OF THE CENTER OF ROAD AND 12.5 FEET SOUTH OF AN EAST-WEST
 LH1006'FENCE LINE.  IT IS STAMPED BEEMAN NO 2 1947 AND PROJECTS 7
 LH1006'INCHES.
 LH1006'
 LH1006'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 95.22 FEET.
 LH1006'
 LH1006'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY IN THE NORTHWEST
 LH1006'ANGLE FORMED BY A CROSSROAD, 75 FEET WEST OF THE CENTER OF A
 LH1006'NORTH-SOUTH ROAD, 25 FEET NORTH OF THE CENTER OF AN EAST-WEST
 LH1006'ROAD, 3 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF AN
 LH1006'EAST-WEST FENCE LINE.  IT IS STAMPED BEEMAN 1947 AND PROJECTS
 LH1006'6 INCHES.
 LH1006'
 LH1006'TO REACH THE STATION FROM THE POST OFFICE IN NORTHBRANCH,
 LH1006'KANSAS, GO NORTH ON DIRT ROAD FOR 2.0 MILES TO A T INTERSECTION
 LH1006'AT STATE LINE, TURN LEFT AND GO WEST ON DIRT ROAD FOR 1.4 MILES
 LH1006'TO STATION ON LEFT AS DESCRIBED.
 LH1006'
 LH1006'TO REACH THE AZIMUTH FROM THE STATION, GO WEST FOR 0.45 MILE
 LH1006'TO A CROSSROAD AND AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LH1006'
 LH1006'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 LH1006
 LH1006                          STATION RECOVERY (1975)
 LH1006
 LH1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1006'THE UNDERGROUND STATION MARK WAS RECOVERED AND FOUND IN GOOD
 LH1006'CONDITION.  THE SURFACE STATION MARK WAS FOUND CHIPPED AND TILTED
 LH1006'OUT OF POSITION.  REFERENCE MARK 1 WAS FOUND EXPOSED ABOUT 18
 LH1006'INCHES ON ITS SOUTH SIDE DUE TO ROAD CONSTRUCTION.  REFERENCE MARK
 LH1006'2 WAS FOUND EXPOSED TO THE BOTTOM OF THE CONCRETE MONUMENT AND
 LH1006'TILTED AND THE MONUMENT WAS REMOVED THIS DATE.  THE AZIMUTH MARK
 LH1006'WAS SEARCHED FOR AND WAS NOT FOUND AND IT IS BELIEVED THE MARK IS
 LH1006'DESTROYED AS THE PREVIOUS MEASUREMENTS SHOW THE MARK TO FALL IN
 LH1006'A DEEP ROAD DITCH THIS DATE.  A SURFACE STATION MARK WAS SET
 LH1006'DIRECTLY ABOVE THE UNDERGROUND STATION MARK, REFERENCE MARKS 3 AND
 LH1006'4 AND A NEW AZIMUTH MARK WERE SET THIS DATE.  REFERENCE MARK 1 WAS
 LH1006'LEFT INTACT AND A SHORTER DISTANCE OF .15 FOOT WAS MEASURED THIS
 LH1006'DATE.
 LH1006'
 LH1006'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 LH1006'
 LH1006'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHWEST OF GUIDE ROCK, 9.0
 LH1006'MILES SOUTHEAST OF RED CLOUD AND ABOUT 2.0 MILES NORTH AND 1.5 MILES
 LH1006'WEST OF NORTHBRANCH, KANSAS AND JUST SOUTH OF THE KANSAS-NEBRASKA
 LH1006'STATE LINE.
 LH1006'
 LH1006'TO REACH THE STATION FROM THE POST OFFICE IN GUIDE ROCK, NEBRASKA, GO
 LH1006'SOUTHERLY ON STATE HIGHWAY 78 FOR 4.95 MILES TO THE STATE LINE
 LH1006'ROAD.  TURN RIGHT AND GO WEST ON A GRAVELED AND DIRT ROAD FOR 3.65
 LH1006'MILES TO TOP OF GRADE, A GATE AND ENTRANCE INTO PASTURE LAND ON
 LH1006'THE RIGHT AND TALL GATE POSTS AT ENTRANCE INTO FIELD AND THE
 LH1006'STATION ON THE LEFT.
 LH1006'
 LH1006'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BEEMAN 1947 1975,
 LH1006'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 LH1006'ABOVE THE GROUND SURFACE.  IT IS 32 FEET SOUTH OF THE CENTER OF THE
 LH1006'DIRT ROAD, 27 FEET WEST-SOUTHWEST OF THE WEST END TALL GATE POST,
 LH1006'1.5 FEET WEST OF A METAL WITNESS POST AND AT THE NORTH EDGE OF
 LH1006'FIELD.  THE UNDERGROUND DISK IS STAMPED BEEMAN 1947, SET IN AN
 LH1006'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 LH1006'
 LH1006'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BEEMAN NO 1 1947, SET IN
 LH1006'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 18
 LH1006'INCHES ON ITS SOUTH SIDE AND IS AT THE NORTH EDGE OF THE ROAD.
 LH1006'
 LH1006'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LH1006'BEEMAN 1947 NO 3 1975 AND FLUSH WITH THE GROUND SURFACE.  IT IS 51
 LH1006'FEET EAST OF A POWER POLE, 26 FEET NORTH OF THE CENTER OF THE DIRT
 LH1006'ROAD, 8.5 FEET E OF AN EAST END GATE POST AND 1 FOOT WEST OF A
 LH1006'METAL WITNESS POST.
 LH1006'
 LH1006'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LH1006'BEEMAN 1947 NO 4 1975 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 LH1006'26 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 5.5 FEET WEST-SOUTHWEST
 LH1006'OF THE POWER POLE AND 6 INCHES SOUTH OF THE FENCELINE.
 LH1006'
 LH1006'THE AZIMUTH MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED BEEMAN
 LH1006'1947 AZ 2 1975, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 LH1006'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET
 LH1006'NORTH OF THE EAST-WEST DIRT ROAD, 26 FEET EAST OF THE CENTER OF A
 LH1006'DIRT ROAD NORTH, 4 FEET SOUTH OF A CORNER FENCE POST AND 2 FEET
 LH1006'WEST-NORTHWEST OF A METAL WITNESS POST IN A FENCE.
 LH1006'
 LH1006'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO EAST ON THE DIRT
 LH1006'ROAD FOR 0.55 MILE TO A ROAD LEFT AND THE AZIMUTH MARK AS
 LH1006'DESCRIBED.
 LH1006'
 LH1006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 LH1006'SOUTHWEST OF GUIDE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1027 ***********************************************************************
 KF1027  DESIGNATION -  BEL
 KF1027  PID         -  KF1027
 KF1027  STATE/COUNTY-  KS/WABAUNSEE
 KF1027  USGS QUAD   -  BELVUE (1978)
 KF1027
 KF1027                         *CURRENT SURVEY CONTROL
 KF1027  ___________________________________________________________________
 KF1027* NAD 83(1997)-  39 11 06.28299(N)    096 14 18.89082(W)     ADJUSTED  
 KF1027* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 KF1027  ___________________________________________________________________
 KF1027  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KF1027  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 KF1027
 KF1027  HORZ ORDER  -  SECOND
 KF1027
 KF1027.The horizontal coordinates were established by classical geodetic methods
 KF1027.and adjusted by the National Geodetic Survey in October 1998..
 KF1027
 KF1027.The orthometric height was scaled from a topographic map.
 KF1027
 KF1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1027
 KF1027.The geoid height was determined by GEOID03.
 KF1027
 KF1027;                    North         East     Units Scale Factor Converg.
 KF1027;SPC KS N     -    96,033.250   552,171.037   MT  0.99995750   +1 06 52.1
 KF1027;UTM  14      - 4,340,948.343   738,510.750   MT  1.00030051   +1 44 44.0
 KF1027
 KF1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1027!SPC KS N     -   0.99994906  x   0.99995750  =   0.99990657
 KF1027!UTM  14      -   0.99994906  x   1.00030051  =   1.00024956
 KF1027
 KF1027|---------------------------------------------------------------------|
 KF1027| PID    Reference Object                     Distance      Geod. Az  |
 KF1027|                                                           dddmmss.s |
 KF1027| CL6849 BEL RM 1                              9.510 METERS 05247     |
 KF1027| CL6850 BEL RM 2                             10.211 METERS 15941     |
 KF1027| CL6848 BEL AZ MK                                          1952622.0 |
 KF1027| KF1032 WAMEGO MUN TANK                     APPROX. 7.1 KM 2884425.0 |
 KF1027| KF1031 WAMEGO ST BERNARD CATHOLIC CH       APPROX. 6.5 KM 2911050.0 |
 KF1027| KF1030 WAMEGO MUNICIPAL STANDPIPE          APPROX. 6.6 KM 2911653.2 |
 KF1027|---------------------------------------------------------------------|
 KF1027
 KF1027                          SUPERSEDED SURVEY CONTROL
 KF1027
 KF1027  NAD 83(1986)-  39 11 06.28894(N)    096 14 18.88688(W) AD(       ) 2
 KF1027  NAD 27      -  39 11 06.30100(N)    096 14 17.89900(W) AD(       ) 2
 KF1027
 KF1027.Superseded values are not recommended for survey control.
 KF1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1027.See file dsdata.txt to determine how the superseded data were derived.
 KF1027
 KF1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3851140948(NAD 83)
 KF1027_MARKER: DS = TRIANGULATION STATION DISK
 KF1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1027
 KF1027  HISTORY     - Date     Condition        Report By
 KF1027  HISTORY     - 1947     MONUMENTED       CGS
 KF1027  HISTORY     - 1960     GOOD             CGS
 KF1027  HISTORY     - 1965     GOOD             CGS
 KF1027
 KF1027                          STATION DESCRIPTION
 KF1027
 KF1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1027'THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF WAMEGO
 KF1027'AND 4.5 MILES SOUTH OF BELVUE, ON THE NORTH END OF AN
 KF1027'UNCULTIVATED RIDGE OVERLOOKING THE RIVER VALLEY TO THE NORTH.
 KF1027'IT IS 0.15 MILE EAST OF A NORTH-SOUTH SECTION LINE ROAD, 61 FEET
 KF1027'NORTH-NORTHWEST OF AN 8 INCH TRIANGULAR BLAZED ASH TREE, 13
 KF1027'FEET SOUTH OF A ROCK CAIRN, AND 6.5 FEET SOUTHEAST OF A WITNESS
 KF1027'POST.  IT PROJECTS 2 INCHES AND IS STAMPED BEL 1947.
 KF1027'
 KF1027'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE RIDGE
 KF1027'AND 25 FEET EAST OF A ROCK CAIRN, IT PROJECTS 3 INCHES AND
 KF1027'IS STAMPED BEL NO 1 1947.
 KF1027'
 KF1027'REFERENCE MARK NO. 2 IS ON THE CREST OF THE RIDGE AND 27.3
 KF1027'FEET NORTH-NORTHEAST OF AN 8 INCH TRIANGULAR BLAZED ASH TREE.
 KF1027'IT PROJECTS 3 INCHES AND IS STAMPED BEL NO 2 1947.
 KF1027'
 KF1027'AZIMUTH MARK IS 19 FEET WEST OF THE CENTER OF A GRADED
 KF1027'ROAD, 8.5 FEET NORTH OF THE CENTER OF A WIRE GATE AND 1
 KF1027'FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4 INCHES
 KF1027'AND IS STAMPED BEL 1947.
 KF1027'
 KF1027'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WAMEGO,
 KF1027'GO EAST ON U.S. HIGHWAY NO. 24 FOR 5.8 MILES TO A SIDE ROAD
 KF1027'RIGHT, AT THE WEST EDGE OF AN OVERPASS, TURN RIGHT, SOUTH,
 KF1027'ON GRAVELED ROAD AND GO 2.1 MILE TO A CROSSROAD, TURN RIGHT,
 KF1027'WEST, AND GO 2.0 MILES TO A T INTERSECTION, TURN LEFT, SOUTH,
 KF1027'AND GO 0.5 MILE TO A WIRE GATE ON THE LEFT, (CONTINUE SOUTH
 KF1027'ON GRADED ROAD 0.15 MILE TO AZIMUTH MARK ON THE RIGHT)
 KF1027'TURN SHARP LEFT THROUGH WIRE GATE AND GO NORTHEASTERLY
 KF1027'ALONG RIDGE FOR 0.4 MILE TO THE NORTH END OF THE RIDGE AND
 KF1027'THE STATION AS DESCRIBED.
 KF1027'
 KF1027'A 47 FOOT SIGNAL AT ZEAN DALE 1888 IS VISIBLE AT 4 FEET.
 KF1027'
 KF1027'A 4 FOOT SIGNAL AT WAMEGO IS VISIBLE AT 4 FEET.
 KF1027'
 KF1027'A 4 FOOT SIGNAL AT LOUIS IS VISIBLE AT 4 FEET.
 KF1027'
 KF1027'A 4 FOOT SIGNAL AT VERMILLION IS VISIBLE AT 4 FEET.
 KF1027'
 KF1027'A 4 FOOT SIGNAL AT RANGE IS VISIBLE AT 4 FEET.
 KF1027'
 KF1027'A 74 FOOT SIGNAL AT BELVUE IS VISIBLE AT 4 FEET.
 KF1027'
 KF1027'A 47 FOOT SIGNAL AT EMMETT IS VISIBLE AT 4 FEET.
 KF1027'
 KF1027'A 47 FOOT SIGNAL AT DELIA 1934 IS VISIBLE AT 4 FEET.
 KF1027'
 KF1027'A 47 FOOT SIGNAL AT SHAW IS VISIBLE AT 4 FEET.
 KF1027'
 KF1027'A 4 FOOT SIGNAL AT ADAMS 1889 IS VISIBLE AT 4 FEET.
 KF1027
 KF1027                          STATION RECOVERY (1960)
 KF1027
 KF1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 KF1027'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION
 KF1027'FOLLOWS-
 KF1027'
 KF1027'THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF WAMEGO
 KF1027'IN A PASTURE AND ON THE CREST OF A RIDGE.
 KF1027'
 KF1027'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WAMEGO, GO
 KF1027'SOUTH ON STATE HIGHWAY 99 FOR 1.75 MILES TO A CROSSROADS AND A
 KF1027'ROCK SCHOOL HOUSE IN THE SOUTHWEST ANGLE OF CROSSROADS, TURN
 KF1027'LEFT AND GO EAST ON A GRAVELED ROAD FOR 3.55 MILE TO A
 KF1027'CROSSROADS AND A SMALL POND IN THE SOUTHEAST ANGLE OF CROSSROADS,
 KF1027'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.4 MILE TO
 KF1027'A WIRE GATE AND THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH
 KF1027'FOR 0.55 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR
 KF1027'0.25 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT THROUGH
 KF1027'GATE AND GO SOUTHWEST ACROSS PASTURE FOR 0.25 MILE TO THE
 KF1027'CREST OF RIDGE AND STATION MARK.
 KF1027'
 KF1027'STATION MARK, A STANDARD TRIANGULATION STATION DISK STAMPED
 KF1027'BEL 1947 IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 KF1027'PROJECTING 3 INCHES.  THE MARK IS 12 FEET SOUTH-SOUTHWEST
 KF1027'OF A CAIRN AND 8 FEET SOUTH-SOUTHWEST OF WITNESS POST.
 KF1027'
 KF1027'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BEL NO
 KF1027'1 1947 IS SET IN THE TOP OF 10 INCH SQUARE CONCRETE POST
 KF1027'PROJECTING 4 INCHES.  THIS MARK HAD TWO SLIGHT CRACKS BUT
 KF1027'IS SOLID.  THE MARK IS 26.5 FEET EAST OF WITNESS POST, 25
 KF1027'FEET EAST OF A CAIRN AND ON THE SLOPE OF A RIDGE.
 KF1027'
 KF1027'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED BEL NO 2 1947
 KF1027'IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 KF1027'4 INCHES.  THIS MARK HAS SLIGHT CRACKS BUT IS SOLID.  THE
 KF1027'MARK IS 46 FEET SOUTH OF A CAIRN, 42 FEET SOUTH OF WITNESS
 KF1027'POST AND IS ON THE CREST OF RIDGE.
 KF1027'
 KF1027'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED BEL 1947 IS
 KF1027'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 KF1027'3 INCHES.  THE MARK IS 19 FEET NORTH OF THE CENTER OF A GRAVELED
 KF1027'ROAD, 9.8 FEET NORTH OF CENTER OF WIRE GATE, 1.2 FEET NORTHWEST
 KF1027'OF WITNESS POST AND 1 FOOT EAST OF FENCE.
 KF1027
 KF1027                          STATION RECOVERY (1965)
 KF1027
 KF1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1027'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED AS
 KF1027'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  DUE TO THE BRIDGE
 KF1027'BEING GONE ACROSS THE RIVER A NEW DESCRIPTION TO REACH THE STATION
 KF1027'IS AS FOLLOWS.
 KF1027'
 KF1027'TO REACH FROM THE POST OFFICE IN WAMEGO, GO SOUTH ON STATE HIGHWAY
 KF1027'99 FOR 1.9 MILES TO A SIDE ROAD LEFT, TURN LEFT, GO EAST FOR 3.6
 KF1027'MILES TO A CROSSROAD, TURN LEFT, GO NORTH ON THE GRAVELED ROAD FOR
 KF1027'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS PREVIOUSLY DESCRIBED,
 KF1027'CONTINUE NORTH FOR 0.6 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 KF1027'GO EAST FOR 0.2 MILE TO A GATE ON THE RIGHT, GO THROUGH THE GATE
 KF1027'AND DRIVE ACROSS THE PASTURE SOUTHWESTERLY TO THE NORTHERN END
 KF1027'OF THE HIGH BENCH AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1263 ***********************************************************************
 HF1263  DESIGNATION -  BEL AIR MUN TANK
 HF1263  PID         -  HF1263
 HF1263  STATE/COUNTY-  KS/SEDGWICK
 HF1263  USGS QUAD   -  VALLEY CENTER (1982)
 HF1263
 HF1263                         *CURRENT SURVEY CONTROL
 HF1263  ___________________________________________________________________
 HF1263* NAD 83(1997)-  37 45 54.16185(N)    097 16 15.32818(W)     ADJUSTED  
 HF1263* NAVD 88     -                                                        
 HF1263  ___________________________________________________________________
 HF1263  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 HF1263  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF1263
 HF1263  HORZ ORDER  -  THIRD
 HF1263
 HF1263.The horizontal coordinates were established by classical geodetic methods
 HF1263.and adjusted by the National Geodetic Survey in October 1998..
 HF1263
 HF1263
 HF1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1263
 HF1263.The geoid height was determined by GEOID03.
 HF1263
 HF1263;                    North         East     Units Scale Factor Converg.
 HF1263;SPC KS S     -   522,616.752   508,286.544   MT  0.99993945   +0 45 19.1
 HF1263;UTM  14      - 4,181,154.396   652,297.105   MT  0.99988569   +1 03 32.9
 HF1263
 HF1263                          SUPERSEDED SURVEY CONTROL
 HF1263
 HF1263  NAD 83(1997)-  37 45 54.17033(N)    097 16 15.32495(W) AD(       ) 4
 HF1263  NAD 83(1986)-  37 45 54.17430(N)    097 16 15.32520(W) AD(       ) 4
 HF1263  NAD 27      -  37 45 54.13457(N)    097 16 14.16585(W) AD(       ) 3
 HF1263
 HF1263.Superseded values are not recommended for survey control.
 HF1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1263.See file dsdata.txt to determine how the superseded data were derived.
 HF1263
 HF1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5229781154(NAD 83)
 HF1263_MARKER: 53 = ELEVATED TANK
 HF1263
 HF1263  HISTORY     - Date     Condition        Report By
 HF1263  HISTORY     - 1972     FIRST OBSERVED   NGS
 HF1263
 HF1263                          STATION DESCRIPTION
 HF1263
 HF1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF1263'THE STATION, BEL AIR MUNICIPAL TANK, IS THE CENTER OF THE TOP
 HF1263'OF AN ELEVATED WATER TANK, PAINTED SILVER AND SUPPORTED BY FOUR
 HF1263'LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 120 FEET.  IT IS
 HF1263'190 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BEL AIR BAPTIST
 HF1263'CHURCH, 105 FEET WEST OF THE CENTER OF AUBURN STREET AND AT
 HF1263'THE JUNCTION OF AUBURN AND FLAGSTAFF STREETS IN THE BEL AIR
 HF1263'SUB-DIVISION, WHICH IS 7-1/2 MILES NORTHEAST OF THE CENTER OF
 HF1263'WICHITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0762 ***********************************************************************
 HE0762  DESIGNATION -  BELL
 HE0762  PID         -  HE0762
 HE0762  STATE/COUNTY-  KS/LABETTE
 HE0762  USGS QUAD   -  ALTAMONT (1974)
 HE0762
 HE0762                         *CURRENT SURVEY CONTROL
 HE0762  ___________________________________________________________________
 HE0762* NAD 83(1997)-  37 08 57.49037(N)    095 20 53.32877(W)     ADJUSTED  
 HE0762* NAVD 88     -       276.9    (meters)     908.     (feet)  VERTCON   
 HE0762  ___________________________________________________________________
 HE0762  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 HE0762  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HE0762
 HE0762  HORZ ORDER  -  THIRD
 HE0762
 HE0762.The horizontal coordinates were established by classical geodetic methods
 HE0762.and adjusted by the National Geodetic Survey in October 1998..
 HE0762
 HE0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0762
 HE0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0762
 HE0762.The geoid height was determined by GEOID03.
 HE0762
 HE0762;                    North         East     Units Scale Factor Converg.
 HE0762;SPC KS S     -   458,298.416   679,955.929   MT  1.00002514   +1 56 12.8
 HE0762;UTM  15      - 4,114,016.619   291,464.395   MT  1.00013573   -1 25 06.8
 HE0762
 HE0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0762!SPC KS S     -   0.99996123  x   1.00002514  =   0.99998637
 HE0762!UTM  15      -   0.99996123  x   1.00013573  =   1.00009695
 HE0762
 HE0762|---------------------------------------------------------------------|
 HE0762| PID    Reference Object                     Distance      Geod. Az  |
 HE0762|                                                           dddmmss.s |
 HE0762| CL4273 BELL RM 1                            14.709 METERS 17351     |
 HE0762| CL4274 BELL RM 2                            22.750 METERS 26809     |
 HE0762| HE0779 MEADOW                              APPROX.13.5 KM 2815525.4 |
 HE0762|---------------------------------------------------------------------|
 HE0762
 HE0762                          SUPERSEDED SURVEY CONTROL
 HE0762
 HE0762  NAD 83(1997)-  37 08 57.49427(N)    095 20 53.32882(W) AD(       ) 3
 HE0762  NAD 83(1986)-  37 08 57.50520(N)    095 20 53.31480(W) AD(       ) 3
 HE0762  NAD 27      -  37 08 57.25556(N)    095 20 52.42332(W) AD(       ) 3
 HE0762  NGVD 29 (07/19/86)  276.8    (m)          908.     (f) VERT ANG       
 HE0762
 HE0762.Superseded values are not recommended for survey control.
 HE0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0762.See file dsdata.txt to determine how the superseded data were derived.
 HE0762
 HE0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9146414017(NAD 83)
 HE0762_MARKER: DS = TRIANGULATION STATION DISK
 HE0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0762
 HE0762  HISTORY     - Date     Condition        Report By
 HE0762  HISTORY     - 1965     MONUMENTED       CGS
 HE0762  HISTORY     - 1966     GOOD             CGS
 HE0762
 HE0762                          STATION DESCRIPTION
 HE0762
 HE0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0762'THE STATION IS ABOUT 6-1/2 MILES NORTH OF EDNA, 5 MILES
 HE0762'SOUTHEAST OF MOUND VALLEY AND 4 MILES SOUTHWEST OF ALTAMONT,
 HE0762'ON THE NORTH SIDE OF AN EAST-WEST GRAVELED ROAD, ON LAND
 HE0762'OWNED BY MR. ELVEN WESTERVELT.
 HE0762'
 HE0762'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 HE0762'STATE HIGHWAY 96 IN ALTAMONT, GO WEST ON HIGHWAY 96 FOR 3.3
 HE0762'MILES TO THE JUNCTION WITH STATE HIGHWAY 101.  TURN LEFT AND GO
 HE0762'SOUTH ON HIGHWAY 101 FOR 3 MILES TO A CROSSROAD.  TURN LEFT
 HE0762'AND GO EAST ON GRAVELED ROAD FOR 0.5 MILE TO A WIRE GATE
 HE0762'AND THE STATION ON THE LEFT.
 HE0762'
 HE0762'STATION MARK IS A STANDARD DISK, STAMPED BELL 1965, SET IN
 HE0762'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0762'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 86
 HE0762'FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 69 FEET
 HE0762'NORTHEAST OF THE EAST GATE POST OF WIRE GATE AND 52 FEET
 HE0762'NORTH OF A WIRE FENCE.
 HE0762'
 HE0762'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BELL NO 1 1965,
 HE0762'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0762'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 38
 HE0762'FEET NORTH OF THE CENTERLINE OF THE ROAD, 4 FEET NORTH OF
 HE0762'THE FENCE, 4 FEET NORTH-NORTHEAST OF A WITNESS POST AND ABOUT
 HE0762'THE SAME ELEVATION AS THE STATION.
 HE0762'
 HE0762'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BELL NO 2 1965,
 HE0762'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0762'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 89
 HE0762'FEET NORTH OF THE CENTERLINE OF THE ROAD, 62 FEET NORTHWEST OF
 HE0762'THE EAST GATE POST OF THE GATE, 56 FEET NORTH OF THE FENCE
 HE0762'AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE0762'
 HE0762'NO AZIMUTH MARK REQUIRED.
 HE0762
 HE0762                          STATION RECOVERY (1966)
 HE0762
 HE0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0762'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HE0762'AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
 HE0762'
 HE0762'ALL OBJECTS VISIBLE AT 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0666 ***********************************************************************
 KG0666  DESIGNATION -  BELL
 KG0666  PID         -  KG0666
 KG0666  STATE/COUNTY-  KS/SMITH
 KG0666  USGS QUAD   -  LEBANON (1973)
 KG0666
 KG0666                         *CURRENT SURVEY CONTROL
 KG0666  ___________________________________________________________________
 KG0666* NAD 83(1997)-  39 47 05.43596(N)    098 35 52.72759(W)     ADJUSTED  
 KG0666* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 KG0666  ___________________________________________________________________
 KG0666  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KG0666  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 KG0666
 KG0666  HORZ ORDER  -  THIRD
 KG0666
 KG0666.The horizontal coordinates were established by classical geodetic methods
 KG0666.and adjusted by the National Geodetic Survey in October 1998..
 KG0666
 KG0666.The orthometric height was scaled from a topographic map.
 KG0666
 KG0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0666
 KG0666.The geoid height was determined by GEOID03.
 KG0666
 KG0666;                    North         East     Units Scale Factor Converg.
 KG0666;SPC KS N     -   161,309.085   348,776.646   MT  1.00000025   -0 22 42.1
 KG0666;UTM  14      - 4,403,954.658   534,423.829   MT  0.99961459   +0 15 26.1
 KG0666
 KG0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0666!SPC KS N     -   0.99991729  x   1.00000025  =   0.99991754
 KG0666!UTM  14      -   0.99991729  x   0.99961459  =   0.99953191
 KG0666
 KG0666:                Primary Azimuth Mark                     Grid Az
 KG0666:SPC KS N     -  LEBANON MUNICIPAL TANK                   053 13 00.4
 KG0666:UTM  14      -  LEBANON MUNICIPAL TANK                   052 34 52.2
 KG0666
 KG0666|---------------------------------------------------------------------|
 KG0666| PID    Reference Object                     Distance      Geod. Az  |
 KG0666|                                                           dddmmss.s |
 KG0666| KG0664 LEBANON MUNICIPAL TANK              APPROX. 4.7 KM 0525018.3 |
 KG0666| KG0667 BELL 2                               39.668 METERS 16015     |
 KG0666| CN7852 BELL RM 1                            23.830 METERS 26119     |
 KG0666| CN7851 BELL AZ MK                                         2692747.4 |
 KG0666| CN7853 BELL RM 2                            10.131 METERS 34448     |
 KG0666|---------------------------------------------------------------------|
 KG0666
 KG0666                          SUPERSEDED SURVEY CONTROL
 KG0666
 KG0666  NAD 83(1997)-  39 47 05.44068(N)    098 35 52.72832(W) AD(       ) 3
 KG0666  NAD 83(1986)-  39 47 05.44328(N)    098 35 52.72738(W) AD(       ) 3
 KG0666  NAD 27      -  39 47 05.40200(N)    098 35 51.48700(W) AD(       ) 3
 KG0666
 KG0666.Superseded values are not recommended for survey control.
 KG0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0666.See file dsdata.txt to determine how the superseded data were derived.
 KG0666
 KG0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK3442403955(NAD 83)
 KG0666_MARKER: DS = TRIANGULATION STATION DISK
 KG0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0666
 KG0666  HISTORY     - Date     Condition        Report By
 KG0666  HISTORY     - 1950     MONUMENTED       CGS
 KG0666  HISTORY     - 1957     SEE DESCRIPTION  CGS
 KG0666
 KG0666                          STATION DESCRIPTION
 KG0666
 KG0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0666'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST OF
 KG0666'BELLAIRE, 3 MILES SOUTHWEST OF LEBANON AND ON THE EAST RIGHT-OF-WAY
 KG0666'OF A NORTH-SOUTH ROAD JUST NORTH OF A CROSSROADS INTERSECTION.
 KG0666'IT IS 87 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 36 AND
 KG0666'281, 33 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 21
 KG0666'FEET SOUTHEAST OF THE EAST HEADWALL OF A CONCRETE CULVERT,
 KG0666'6 FEET SOUTH OF A WITNESS POST AND 2.5 FEET WEST OF A
 KG0666'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BELL 1950 AND PROJECTS 1
 KG0666'INCH.
 KG0666'
 KG0666'REFERENCE MARK NO. 1 IS 76 FEET NORTH OF THE CENTER OF U.S.
 KG0666'HIGHWAYS 36 AND 281, 45 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 KG0666'ROAD AND 37 FEET SOUTHWEST OF THE WEST HEADWALL OF A CONCRETE
 KG0666'CULVERT.  IT IS STAMPED BELL NO 1 1950 AND PROJECTS 3 INCHES.
 KG0666'
 KG0666'REFERENCE MARK NO. 2 IS 24 FEET EAST OF THE CENTER OF A
 KG0666'NORTH-SOUTH ROAD, 18 FEET NORTHEAST OF THE EAST HEADWALL OF
 KG0666'A CONCRETE CULVERT AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 KG0666'IT IS STAMPED BELL NO 2 1950 AND PROJECTS 4 INCHES.
 KG0666'
 KG0666'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 81.4 FEET.
 KG0666'
 KG0666'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS
 KG0666'36 AND 281, 20 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD,
 KG0666'11 FEET NORTH OF A FENCE CORNER, 1.5 FEET EAST OF A WITNESS
 KG0666'POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 KG0666'STAMPED BELL 1950 AND PROJECTS 3 INCHES.  TO REACH THE AZIMUTH
 KG0666'MARK FROM THE STATION, GO WEST FOR 1.0 MILE TO A CROSSROADS
 KG0666'AND THE AZIMUTH MARK AS DESCRIBED.
 KG0666'
 KG0666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36,
 KG0666'281 AND STATE HIGHWAY 181 ABOUT 2 MILES SOUTH OF LEBANON, GO
 KG0666'WEST ON U.S. HIGHWAYS 36 AND 281 FOR 2.0 MILES TO A CROSSROADS
 KG0666'AND THE STATION ON THE RIGHT AS DESCRIBED.
 KG0666'
 KG0666'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KG0666
 KG0666                          STATION RECOVERY (1957)
 KG0666
 KG0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KG0666'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE RECOVERED
 KG0666'IN GOOD CONDITION.  ROAD CONSTRUCTION ON U.S. HIGHWAY 36 WILL
 KG0666'DESTROY ALL MARKS.  THEY WERE MOVED AND BELL 2 WAS ESTABLISHED.
 KG0666'FOR DETAILS, SEE THE DESCRIPTION OF BELL 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0749 ***********************************************************************
 JG0749  DESIGNATION -  BELL
 JG0749  PID         -  JG0749
 JG0749  STATE/COUNTY-  KS/RICE
 JG0749  USGS QUAD   -  ALDEN NW (1967)
 JG0749
 JG0749                         *CURRENT SURVEY CONTROL
 JG0749  ___________________________________________________________________
 JG0749* NAD 83(1997)-  38 12 10.05877(N)    098 25 03.13445(W)     ADJUSTED  
 JG0749* NAVD 88     -       529.     (meters)    1736.     (feet)  SCALED    
 JG0749  ___________________________________________________________________
 JG0749  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 JG0749  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 JG0749
 JG0749  HORZ ORDER  -  SECOND
 JG0749
 JG0749.The horizontal coordinates were established by classical geodetic methods
 JG0749.and adjusted by the National Geodetic Survey in October 1998..
 JG0749
 JG0749.The orthometric height was scaled from a topographic map.
 JG0749
 JG0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0749
 JG0749.The geoid height was determined by GEOID03.
 JG0749
 JG0749;                    North         East     Units Scale Factor Converg.
 JG0749;SPC KS S     -   570,491.709   407,222.532   MT  0.99994827   +0 03 02.4
 JG0749;UTM  14      - 4,228,476.152   550,997.728   MT  0.99963203   +0 21 36.8
 JG0749
 JG0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0749!SPC KS S     -   0.99992121  x   0.99994827  =   0.99986948
 JG0749!UTM  14      -   0.99992121  x   0.99963203  =   0.99955327
 JG0749
 JG0749|---------------------------------------------------------------------|
 JG0749| PID    Reference Object                     Distance      Geod. Az  |
 JG0749|                                                           dddmmss.s |
 JG0749| CK8917 BELL RM 1                            17.685 METERS 00451     |
 JG0749| JG0743 STERLING MICH WIS PLINE MAST        APPROX.11.2 KM 0771614.9 |
 JG0749| CK8918 BELL RM 2                            28.009 METERS 11900     |
 JG0749| CK8916 BELL AZ MK                                         2680915.8 |
 JG0749|---------------------------------------------------------------------|
 JG0749
 JG0749                          SUPERSEDED SURVEY CONTROL
 JG0749
 JG0749  NAD 83(1997)-  38 12 10.06605(N)    098 25 03.13453(W) AD(       ) 2
 JG0749  NAD 83(1986)-  38 12 10.06615(N)    098 25 03.13431(W) AD(       ) 2
 JG0749  NAD 27      -  38 12 10.02100(N)    098 25 01.87700(W) AD(       ) 2
 JG0749
 JG0749.Superseded values are not recommended for survey control.
 JG0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0749.See file dsdata.txt to determine how the superseded data were derived.
 JG0749
 JG0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5099828476(NAD 83)
 JG0749_MARKER: DS = TRIANGULATION STATION DISK
 JG0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0749
 JG0749  HISTORY     - Date     Condition        Report By
 JG0749  HISTORY     - 1953     MONUMENTED       CGS
 JG0749
 JG0749                          STATION DESCRIPTION
 JG0749
 JG0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0749'THE STATION IS LOCATED ABOUT 11 MILES WEST OF STERLING, 5 MILES
 JG0749'SOUTH OF RAYMOND AND 3 MILES SOUTHWEST OF THE ARKANSAS RIVER.
 JG0749'IT IS IN THE SOUTHWEST CORNER OF SECTION 22, T 12 S, R 10 W.
 JG0749'
 JG0749'TO REACH THE STATION FROM THE DEPOT IN RAYMOND, GO SOUTH ON MAIN
 JG0749'ROAD FOR 2.7 MILES TO A SIDE ROAD LEFT AND A SMALL STUCCO
 JG0749'BUILDING WITH A SIGN (BELL TOWNSHIP), CONTINUE SOUTH ON MAIN
 JG0749'ROAD FOR 2.2 MILES TO CROSSROADS AND STATION IN THE NORTHEAST
 JG0749'CORNER.
 JG0749'
 JG0749'THE STATION IS 64 FEET EAST OF THE CENTER OF GRAVELED ROAD, 19
 JG0749'FEET NORTH OF THE CENTER OF TRACK ROAD AND 4 FEET NORTHEAST OF
 JG0749'4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 JG0749'THE DISK IS STAMPED BELL 1953.
 JG0749'
 JG0749'REFERENCE MARK 1 IS ON THE CREST OF A SMALL MOUND, 64 FEET EAST
 JG0749'OF THE CENTER OF GRAVELED ROAD AND 3 FEET HIGHER THAN THE STATION.
 JG0749'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BELL NO 1 1953.
 JG0749'
 JG0749'REFERENCE MARK 2 IS 29 FEET SOUTH OF THE CENTER OF TRACK ROAD
 JG0749'AND 1 FOOT NORTH OF WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND
 JG0749'THE DISK IS STAMPED BELL NO 2 1953.
 JG0749'
 JG0749'THE AZIMUTH MARK IS 17 FEET SOUTH OF THE CENTER OF TRACK ROAD,
 JG0749'3 FEET NORTH OF WIRE FENCE AND 3 FEET EAST OF 4 X 4 INCH WHITE
 JG0749'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JG0749'BELL 1953.
 JG0749'
 JG0749'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0892 ***********************************************************************
 JG0892  DESIGNATION -  BELL
 JG0892  PID         -  JG0892
 JG0892  STATE/COUNTY-  KS/RUSH
 JG0892  USGS QUAD   -  ALEXANDER (1966)
 JG0892
 JG0892                         *CURRENT SURVEY CONTROL
 JG0892  ___________________________________________________________________
 JG0892* NAD 83(1997)-  38 22 37.02655(N)    099 30 36.85370(W)     ADJUSTED  
 JG0892* NAVD 88     -       702.09   (+/-2cm)    2303.4    (feet)  VERTCON   
 JG0892  ___________________________________________________________________
 JG0892  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JG0892  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 JG0892
 JG0892  HORZ ORDER  -  FIRST
 JG0892  VERT ORDER  -  THIRD ? (See Below)
 JG0892
 JG0892.The horizontal coordinates were established by classical geodetic methods
 JG0892.and adjusted by the National Geodetic Survey in October 1998..
 JG0892
 JG0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0892.The vertical order pertains to the NGVD 29 superseded value.
 JG0892
 JG0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0892
 JG0892.The geoid height was determined by GEOID03.
 JG0892
 JG0892;                    North         East     Units Scale Factor Converg.
 JG0892;SPC KS S     -   590,297.767   311,729.053   MT  0.99996798   -0 37 14.9
 JG0892;UTM  14      - 4,247,763.155   455,432.682   MT  0.99962446   -0 19 00.4
 JG0892
 JG0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0892!SPC KS S     -   0.99989392  x   0.99996798  =   0.99986190
 JG0892!UTM  14      -   0.99989392  x   0.99962446  =   0.99951842
 JG0892
 JG0892:                Primary Azimuth Mark                     Grid Az
 JG0892:SPC KS S     -  NEKOMA COOP GRAIN ELEVATOR               029 34 16.0
 JG0892:UTM  14      -  NEKOMA COOP GRAIN ELEVATOR               029 16 01.5
 JG0892
 JG0892|---------------------------------------------------------------------|
 JG0892| PID    Reference Object                     Distance      Geod. Az  |
 JG0892|                                                           dddmmss.s |
 JG0892| JG0891 NEKOMA COOP GRAIN ELEVATOR          APPROX.12.2 KM 0285701.1 |
 JG0892| JG0843 LA CROSSE MUNICIPAL TANK            APPROX.24.3 KM 0453004.3 |
 JG0892| CK8911 BELL RM 1                            86.679 METERS 14745     |
 JG0892| CK8912 BELL RM 2                            24.866 METERS 17749     |
 JG0892| CK8910 BELL AZ MK                                         1795824.9 |
 JG0892| JG0893 ALEXANDER CO OP GRAIN ELEVATOR      APPROX.10.7 KM 3384820.1 |
 JG0892|---------------------------------------------------------------------|
 JG0892
 JG0892                          SUPERSEDED SURVEY CONTROL
 JG0892
 JG0892  NAD 83(1986)-  38 22 37.03495(N)    099 30 36.85257(W) AD(       ) 1
 JG0892  NAD 27      -  38 22 36.98411(N)    099 30 35.44116(W) AD(       ) 1
 JG0892  NGVD 29 (07/19/86)  701.84   (m)         2302.6    (f) LEVELING    3  
 JG0892
 JG0892.Superseded values are not recommended for survey control.
 JG0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0892.See file dsdata.txt to determine how the superseded data were derived.
 JG0892
 JG0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH5543347763(NAD 83)
 JG0892_MARKER: DS = TRIANGULATION STATION DISK
 JG0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0892
 JG0892  HISTORY     - Date     Condition        Report By
 JG0892  HISTORY     - 1934     MONUMENTED       CGS
 JG0892  HISTORY     - 1964     GOOD             CGS
 JG0892
 JG0892                          STATION DESCRIPTION
 JG0892
 JG0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0892'STATION IS LOCATED 0.1 MILE SOUTH OF NORTH CORNER OF SEC.
 JG0892'26, T. 19 S., R. 20 W., ABOUT 14 MILES NORTH OF BURDETT.
 JG0892'
 JG0892'REACHED FROM RAILROAD STATION IN BURDETT BY GOING NORTH
 JG0892'ON STREET, JUST EAST OF STATION, 0.8 MILE, TURN LEFT (WEST)
 JG0892'AND GO 0.4 MILE, TURN RIGHT (NORTH) AND GO 4.0 MILES, TURN
 JG0892'LEFT (WEST) AND GO 0.6 MILE, TURN RIGHT (NORTH) AND GO 7.0
 JG0892'MILES, TURN RIGHT (EAST) ON CROSSROAD AND GO 2.0 MILES,
 JG0892'TURN LEFT (NORTH) ON CROSSROAD AT METAL SHACK ON LEFT AND
 JG0892'GO 0.9 MILE TO TOP OF GRADE AND STATION.
 JG0892'
 JG0892'MARK IS SET IN NORTH-AND-SOUTH FENCE LINE 30 FEET FROM
 JG0892'CENTERLINE OF NORTH-AND-SOUTH ROAD.
 JG0892'
 JG0892'AZIMUTH MARK IS APPROXIMATELY 0.9 MILE SOUTH OF STATION
 JG0892'SET IN NORTH-AND-SOUTH FENCE LINE, 22 FEET WEST OF CENTERLINE
 JG0892'OF NORTH-AND-SOUTH ROAD, 50 FEET NORTHEAST SECTION CORNER.
 JG0892'
 JG0892'REFERENCE MARK NO. 1 IS 280.40 FEET SOUTHEAST OF STATION
 JG0892'SET IN EAST-AND-WEST FENCE LINE.
 JG0892'
 JG0892'REFERENCE MARK NO. 2 IS 81.60 FEET SOUTH OF STATION, 49
 JG0892'FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH ROAD.
 JG0892'
 JG0892'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 JG0892'STANDARD BRONZE DISKS SET IN CONCRETE.
 JG0892'
 JG0892'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 JG0892
 JG0892                          STATION RECOVERY (1964)
 JG0892
 JG0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0892'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 JG0892'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1934.  THE HORIZONTAL
 JG0892'DIRECTION TO REFERENCE MARK NO. 1 CHECKED BUT THE HORIZONTAL
 JG0892'DISTANCE WAS IN ERROR.  THE HORIZONTAL DISTANCE TO REFERENCE MARK
 JG0892'NO. 2 CHECKED BUT THE HORIZONTAL DIRECTION WAS IN ERROR.  THE
 JG0892'HORIZONTAL DIRECTION TO THE AZIMUTH MARK WAS ALSO FOUND IN ERROR.
 JG0892'A NEW DESCRIPTION FOLLOWS.
 JG0892'
 JG0892'THE STATION IS LOCATED 12-1/2 MILES NORTH OF BURDETT, 8 MILES
 JG0892'SOUTHWEST OF NEKOMA, 7 MILES SOUTH OF ALEXANDER, ALONG THE EAST SIDE
 JG0892'OF A NORTH-SOUTH GRAVELED ROAD AT THE CREST OF A HILL, IN SECTION
 JG0892'26, T 19S, R 20 W.
 JG0892'
 JG0892'TO REACH THE STATION FROM THE EAST SIDE OF THE RAILROAD DEPOT IN
 JG0892'BURDETT, GO NORTH ON AN OILED ROAD FOR 0.8 MILE TO A SIDE ROAD
 JG0892'LEFT.  TURN LEFT AND GO WEST ON THE OILED ROAD 0.4 MILE TO A
 JG0892'CROSSROAD.  TURN RIGHT AND GO NORTH ON THE OILED ROAD FOR 3.9
 JG0892'MILES TO A T-ROAD.  TURN LEFT AND GO WEST AND NORTH ON THE OILED
 JG0892'ROAD FOR 7.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 JG0892'GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK AS
 JG0892'DESCRIBED.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.8 MILE
 JG0892'TO THE CREST OF THE HILL AND THE STATION ON THE RIGHT.
 JG0892'
 JG0892'THE SURFACE MARK, A STANDARD DISK STAMPED BELL 1934, IS SET IN THE
 JG0892'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH.  IT IS 30
 JG0892'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET SOUTH OF A
 JG0892'METAL WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.  THE
 JG0892'UNDERGROUND DISK WAS NOT INSPECTED.
 JG0892'
 JG0892'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BELL NO 1 1934, IS SET
 JG0892'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES.
 JG0892'IT IS 1 FOOT NORTH OF AN EAST-WEST FENCE.
 JG0892'
 JG0892'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BELL NO 2 1934, IS SET
 JG0892'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES.
 JG0892'IT IS 31 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT
 JG0892'EAST OF A NORTH-SOUTH FENCE.
 JG0892'
 JG0892'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BELL AZI
 JG0892'1934, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 JG0892'PROJECTS 16 INCHES.  IT IS 60 FEET SOUTH OF THE CENTER OF A
 JG0892'GRAVELED ROAD, 32 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 1.5
 JG0892'FEET NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 JG0892'NORTH-SOUTH FENCE.
 JG0892'
 JG0892'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0667 ***********************************************************************
 KG0667  DESIGNATION -  BELL 2
 KG0667  PID         -  KG0667
 KG0667  STATE/COUNTY-  KS/SMITH
 KG0667  USGS QUAD   -  LEBANON (1973)
 KG0667
 KG0667                         *CURRENT SURVEY CONTROL
 KG0667  ___________________________________________________________________
 KG0667* NAD 83(1997)-  39 47 04.22550(N)    098 35 52.16406(W)     ADJUSTED  
 KG0667* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 KG0667  ___________________________________________________________________
 KG0667  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 KG0667  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 KG0667
 KG0667  HORZ ORDER  -  THIRD
 KG0667
 KG0667.The horizontal coordinates were established by classical geodetic methods
 KG0667.and adjusted by the National Geodetic Survey in October 1998..
 KG0667.No horizontal observational check was made to the station.
 KG0667
 KG0667.The orthometric height was scaled from a topographic map.
 KG0667
 KG0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0667
 KG0667.The geoid height was determined by GEOID03.
 KG0667
 KG0667;                    North         East     Units Scale Factor Converg.
 KG0667;SPC KS N     -   161,271.664   348,789.808   MT  1.00000019   -0 22 41.7
 KG0667;UTM  14      - 4,403,917.400   534,437.400   MT  0.99961460   +0 15 26.5
 KG0667
 KG0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0667!SPC KS N     -   0.99991729  x   1.00000019  =   0.99991748
 KG0667!UTM  14      -   0.99991729  x   0.99961460  =   0.99953192
 KG0667
 KG0667:                Primary Azimuth Mark                     Grid Az
 KG0667:SPC KS N     -  LEBANON MUNICIPAL TANK                   052 45 16.1
 KG0667:UTM  14      -  LEBANON MUNICIPAL TANK                   052 07 07.9
 KG0667
 KG0667|---------------------------------------------------------------------|
 KG0667| PID    Reference Object                     Distance      Geod. Az  |
 KG0667|                                                           dddmmss.s |
 KG0667| KG0664 LEBANON MUNICIPAL TANK              APPROX. 4.7 KM 0522234.4 |
 KG0667| CN7855 BELL 2 RM 3                          12.881 METERS 08832     |
 KG0667| CN7856 BELL 2 RM 4                          55.535 METERS 27009     |
 KG0667| CN7851 BELL AZ MK                                         2704814.3 |
 KG0667| CN7854 BELL 2 AZ MK                                       2730504.8 |
 KG0667| KG0666 BELL                                 39.668 METERS 34015     |
 KG0667|---------------------------------------------------------------------|
 KG0667
 KG0667                          SUPERSEDED SURVEY CONTROL
 KG0667
 KG0667  NAD 83(1997)-  39 47 04.23021(N)    098 35 52.16479(W) AD(       ) 3
 KG0667  NAD 83(1986)-  39 47 04.23281(N)    098 35 52.16385(W) AD(       ) 3
 KG0667  NAD 27      -  39 47 04.19100(N)    098 35 50.92400(W) AD(       ) 3
 KG0667
 KG0667.Superseded values are not recommended for survey control.
 KG0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0667.See file dsdata.txt to determine how the superseded data were derived.
 KG0667
 KG0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK3443703917(NAD 83)
 KG0667_MARKER: DS = TRIANGULATION STATION DISK
 KG0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0667
 KG0667  HISTORY     - Date     Condition        Report By
 KG0667  HISTORY     - 1957     MONUMENTED       CGS
 KG0667
 KG0667                          STATION DESCRIPTION
 KG0667
 KG0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KG0667'STATION IS LOCATED ABOUT 4 AND 1/2 MILES EAST-SOUTHEAST OF
 KG0667'BELLAIRE AND 3 MILES SOUTHWEST OF LEBANON IN THE SOUTHEAST
 KG0667'ANGLE OF AN INTERSECTION, 151 FEET SOUTH OF THE CENTER OF NEW
 KG0667'U.S. HIGHWAY 36, 79 FEET EAST OF THE CENTER OF GRAVEL ROAD,
 KG0667'15 FEET WEST OF A POWER POLE, 4 FEET NORTH OF A FENCE, 3 FEET
 KG0667'EAST-SOUTHEAST OF A RIGHT-OF-WAY POST, AND 2 FEET NORTH OF A
 KG0667'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 KG0667'STAMPED BELL 2 1957.
 KG0667'
 KG0667'REFERENCE MARK NO. 3 IS 150 FEET SOUTH OF THE CENTER OF NEW
 KG0667'U.S. HIGHWAY 36, 27 FEET EAST OF A POWER POLE, AND 1 FOOT
 KG0667'NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 KG0667'IS STAMPED BELL 2 NO 3 1957.
 KG0667'
 KG0667'REFERENCE MARK NO. 4 IS 151 FEET SOUTH OF THE CENTER OF NEW U.S.
 KG0667'HIGHWAY 36, 103 FEET WEST OF THE CENTER OF GRAVEL ROAD, AND
 KG0667'2 FEET EAST OF POWER POLE.  THE MARK PROJECTS 8 INCHES AND
 KG0667'THE DISK IS STAMPED BELL 2 NO 4 1957.
 KG0667'
 KG0667'AZIMUTH MARK IS 109 FEET NORTH OF THE CENTER OF NEW U.S. HIGHWAY
 KG0667'36, 65 FEET EAST OF THE CENTER OF GRADED ROAD, 50 FEET EAST
 KG0667'OF CONCRETE RIGHT-OF-WAY POST, 5 FEET EAST OF TELEPHONE POLE,
 KG0667'AND 2 FEET WEST OF WITNESS POST.  THE MARK PROJECTS 2 INCHES
 KG0667'AND THE DISK IS STAMPED BELL 2 1957.
 KG0667'
 KG0667'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36
 KG0667'AND 281 AND STATE HIGHWAY 181 ABOUT 2 MILES SOUTH OF LEBANON,
 KG0667'GO WEST ON U.S. HIGHWAYS 36 AND 281 FOR 2.0 MILES TO A CROSSROADS
 KG0667'AND THE STATION AS DESCRIBED.
 KG0667'
 KG0667'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR
 KG0667'1.0 MILE TO CROSSROADS AND THE AZIMUTH MARK ON THE RIGHT.
 KG0667'
 KG0667'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1120 ***********************************************************************
 HF1120  DESIGNATION -  BELLE
 HF1120  PID         -  HF1120
 HF1120  STATE/COUNTY-  KS/CHAUTAUQUA
 HF1120  USGS QUAD   -  CHAUTAUQUA (1979)
 HF1120
 HF1120                         *CURRENT SURVEY CONTROL
 HF1120  ___________________________________________________________________
 HF1120* NAD 83(1997)-  37 03 37.97257(N)    096 10 36.36968(W)     ADJUSTED  
 HF1120* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 HF1120  ___________________________________________________________________
 HF1120  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 HF1120  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 HF1120
 HF1120  HORZ ORDER  -  FIRST
 HF1120
 HF1120.The horizontal coordinates were established by classical geodetic methods
 HF1120.and adjusted by the National Geodetic Survey in October 1998..
 HF1120
 HF1120.The orthometric height was scaled from a topographic map.
 HF1120
 HF1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1120
 HF1120.The geoid height was determined by GEOID03.
 HF1120
 HF1120;                    North         East     Units Scale Factor Converg.
 HF1120;SPC KS S     -   446,290.011   606,618.865   MT  1.00004691   +1 25 39.7
 HF1120;SPC OK N     -   230,160.673   762,161.342   MT  1.00006684   +1 04 33.5
 HF1120;SPC OK N     -   755,118.81  2,500,524.34   sFT  1.00006684   +1 04 33.5
 HF1120;UTM  14      - 4,105,318.164   751,028.680   MT  1.00037635   +1 42 08.4
 HF1120
 HF1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1120!SPC KS S     -   0.99995407  x   1.00004691  =   1.00000098
 HF1120!SPC OK N     -   0.99995407  x   1.00006684  =   1.00002091
 HF1120!UTM  14      -   0.99995407  x   1.00037635  =   1.00033040
 HF1120
 HF1120:                Primary Azimuth Mark                     Grid Az
 HF1120:SPC KS S     -  BELLE AZ MK                              020 58 45.6
 HF1120:SPC OK N     -  BELLE AZ MK                              021 19 51.8
 HF1120:UTM  14      -  BELLE AZ MK                              020 42 16.9
 HF1120
 HF1120|---------------------------------------------------------------------|
 HF1120| PID    Reference Object                     Distance      Geod. Az  |
 HF1120|                                                           dddmmss.s |
 HF1120| CL4279 BELLE AZ MK                                        0222425.3 |
 HF1120| CL4280 BELLE RM 1                           30.989 METERS 22528     |
 HF1120| CL4281 BELLE RM 2                           32.114 METERS 31541     |
 HF1120|---------------------------------------------------------------------|
 HF1120
 HF1120                          SUPERSEDED SURVEY CONTROL
 HF1120
 HF1120  NAD 83(1997)-  37 03 37.97300(N)    096 10 36.36794(W) AD(       ) 1
 HF1120  NAD 83(1986)-  37 03 37.98852(N)    096 10 36.35026(W) AD(       ) 1
 HF1120  NAD 27      -  37 03 37.77488(N)    096 10 35.36765(W) AD(       ) 1
 HF1120
 HF1120.Superseded values are not recommended for survey control.
 HF1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1120.See file dsdata.txt to determine how the superseded data were derived.
 HF1120
 HF1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG5102905318(NAD 83)
 HF1120_MARKER: DS = TRIANGULATION STATION DISK
 HF1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1120
 HF1120  HISTORY     - Date     Condition        Report By
 HF1120  HISTORY     - 1962     MONUMENTED       CGS
 HF1120  HISTORY     - 19840701 GOOD             KSDT
 HF1120
 HF1120                          STATION DESCRIPTION
 HF1120
 HF1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HF1120'STATION IS ON PASTURE LAND, OWNED BY DR. EARL LOGSDON.  IT
 HF1120'IS ABOUT 4-1/2 MILES SOUTH OF SEDAN, 2-1/2 MILES NORTH OF
 HF1120'CHAUTAUQUA AND 1/2 MILE EAST OF STATE HIGHWAY 99.
 HF1120'
 HF1120'TO REACH FROM THE POST OFFICE IN SEDAN, GO EAST AND SOUTH
 HF1120'ON U.S. HIGHWAY 166 AND STATE HIGHWAY 99 FOR 3.1 MILES
 HF1120'TO THE JUNCTION OF U.S. HIGHWAY 166 AND STATE HIGHWAY 99.
 HF1120'CONTINUE SOUTH ON STATE HIGHWAY 99 FOR 1.05 MILES TO A CROSS
 HF1120'ROAD.  TURN LEFT, EAST, ON GRAVELED ROAD FOR 0.25 MILE TO
 HF1120'A CATTLE GUARD ON THE RIGHT.  (TO REACH THE AZIMUTH MARK,
 HF1120'CONTINUE AHEAD, EAST, ON GRAVELED ROAD FOR 0.25 MILE TO
 HF1120'A WIRE GATE AND THE AZIMUTH MARK ON THE RIGHT.) TURN RIGHT
 HF1120'CROSS CATTLE GUARD, AND GO SOUTH ON TRACK ROAD FOR 0.3 MILE
 HF1120'TO A CROSS ROAD.  CONTINUE AHEAD, SOUTH, ON TRACK ROAD FOR
 HF1120'0.3 MILE TO THE STATION ON THE RIGHT.
 HF1120'
 HF1120'STATION MARKS ARE STANDARD DISKS, STAMPED BELLE 1962.  THE
 HF1120'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 HF1120'PROJECTING 6 INCHES.  IT IS 95 FEET WEST OF THE CENTERLINE
 HF1120'OF THE TRACK ROAD, 73 FEET EAST OF A FENCE AND 4 FEET WEST
 HF1120'OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 HF1120'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 HF1120'
 HF1120'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BELLE RM 1
 HF1120'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 HF1120'PROJECTING 4 INCHES.  IT IS 176 FEET WEST OF THE CENTERLINE
 HF1120'OF THE TRACK ROAD, 1 FOOT EAST OF THE FENCE AND ABOUT THE
 HF1120'SAME ELEVATION AS THE STATION.
 HF1120'
 HF1120'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BELLE RM 2
 HF1120'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 HF1120'PROJECTING 5 INCHES.  IT IS 172 FEET WEST OF THE CENTERLINE
 HF1120'OF THE TRACK ROAD, 1 FOOT EAST OF THE FENCE AND ABOUT THE
 HF1120'SAME ELEVATION AS THE STATION.
 HF1120'
 HF1120'AZIMUTH MARK IS A STANDARD DISK, STAMPED BELLE 1962, SET
 HF1120'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HF1120'4 INCHES.  IT IS 35 FEET SOUTH OF THE CENTERLINE OF THE
 HF1120'GRAVELED ROAD, 14.5 FEET SOUTH OF THE WEST GATE POST OF
 HF1120'THE GATE, 13 FEET SOUTH OF A TELEPHONE LINE POLE, 1 FOOT
 HF1120'WEST OF A FENCE AND 1 FOOT NORTH OF A WITNESS POST.
 HF1120
 HF1120                          STATION RECOVERY (1984)
 HF1120
 HF1120'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1984 (JHB)
 HF1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1347 ***********************************************************************
 HF1347  DESIGNATION -  BELLE
 HF1347  PID         -  HF1347
 HF1347  STATE/COUNTY-  KS/SUMNER
 HF1347  USGS QUAD   -  BELLE PLAINE (1955)
 HF1347
 HF1347                         *CURRENT SURVEY CONTROL
 HF1347  ___________________________________________________________________
 HF1347* NAD 83(1997)-  37 22 56.79017(N)    097 15 29.32133(W)     ADJUSTED  
 HF1347* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 HF1347  ___________________________________________________________________
 HF1347  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 HF1347  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF1347
 HF1347  HORZ ORDER  -  THIRD
 HF1347
 HF1347.The horizontal coordinates were established by classical geodetic methods
 HF1347.and adjusted by the National Geodetic Survey in October 1998..
 HF1347
 HF1347.The orthometric height was scaled from a topographic map.
 HF1347
 HF1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1347
 HF1347.The geoid height was determined by GEOID03.
 HF1347
 HF1347;                    North         East     Units Scale Factor Converg.
 HF1347;SPC KS S     -   480,172.789   509,977.986   MT  0.99997926   +0 45 47.4
 HF1347;UTM  14      - 4,138,722.661   654,210.060   MT  0.99989294   +1 03 27.9
 HF1347
 HF1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1347!SPC KS S     -   0.99994659  x   0.99997926  =   0.99992585
 HF1347!UTM  14      -   0.99994659  x   0.99989294  =   0.99983954
 HF1347
 HF1347:                Primary Azimuth Mark                     Grid Az
 HF1347:SPC KS S     -  UDALL MUNICIPAL TANK                     085 12 47.5
 HF1347:UTM  14      -  UDALL MUNICIPAL TANK                     084 55 07.0
 HF1347
 HF1347|---------------------------------------------------------------------|
 HF1347| PID    Reference Object                     Distance      Geod. Az  |
 HF1347|                                                           dddmmss.s |
 HF1347| HF1283 UDALL MUNICIPAL TANK                APPROX.12.3 KM 0855834.9 |
 HF1347| CL4275 TT 5 B                                             1823939.2 |
 HF1347| CL4276 BELLE RM 1                           14.139 METERS 20733     |
 HF1347| CL4278 BELLE RM 3                            7.034 METERS 23231     |
 HF1347| CL4277 BELLE RM 2                           23.503 METERS 28158     |
 HF1347| HF1348 BELLE PLAINE MUNICIPAL TANK         APPROX. 2.2 KM 3000408.7 |
 HF1347|---------------------------------------------------------------------|
 HF1347
 HF1347                          SUPERSEDED SURVEY CONTROL
 HF1347
 HF1347  NAD 83(1997)-  37 22 56.79419(N)    097 15 29.31539(W) AD(       ) 3
 HF1347  NAD 83(1986)-  37 22 56.80096(N)    097 15 29.31326(W) AD(       ) 3
 HF1347  NAD 27      -  37 22 56.72677(N)    097 15 28.15645(W) AD(       ) 3
 HF1347
 HF1347.Superseded values are not recommended for survey control.
 HF1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1347.See file dsdata.txt to determine how the superseded data were derived.
 HF1347
 HF1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5421038723(NAD 83)
 HF1347_MARKER: DS = TRIANGULATION STATION DISK
 HF1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1347
 HF1347  HISTORY     - Date     Condition        Report By
 HF1347  HISTORY     - 1957     MONUMENTED       CGS
 HF1347  HISTORY     - 1968     GOOD             CGS
 HF1347  HISTORY     - 20030709 GOOD             USPSQD
 HF1347
 HF1347                          STATION DESCRIPTION
 HF1347
 HF1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1347'STATION IS LOCATED, AIRLINE, ABOUT 1-3/4 MILES SOUTHEAST
 HF1347'OF BELLE PLAINE, 3/4 MILE SOUTH OF STATE HIGHWAY 55 AND
 HF1347'ON LAND OWNED BY MR. GORDON FOLTZ WHO LIVES IN BELLE PLAINE.
 HF1347'
 HF1347'STATION IS REACHED AS FOLLOWS- FROM THE BELLE PLAINE CITY
 HF1347'HALL, GO EAST ON STATE HIGHWAY 55 FOR 0.25 MILE TO LOGAN
 HF1347'STREET, TURN RIGHT ON A SURFACED ROAD, LOGAN STREET, AND GO
 HF1347'1.0 MILE TO A CROSSROAD, TURN LEFT AND GO 1.0 MILE TO A
 HF1347'CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE OF
 HF1347'THE CROSSROAD.  TURN LEFT, NORTH, AND GO 0.3 MILE TO THE STATION
 HF1347'ON THE RIGHT JUST BEFORE CROSSING A RAILROAD TRACK.
 HF1347'
 HF1347'STATION MARK, STAMPED BELLE 1957, IS A STANDARD DISK SET
 HF1347'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 HF1347'2 INCHES.  IT IS 46.0 FEET EAST OF THE CENTERLINE OF THE
 HF1347'ROAD, 27.5 FEET SOUTHEAST OF A CORNER FENCE POST, 7.2 FEET
 HF1347'NORTHWEST OF A WITNESS POST AND IN THE FENCELINE.
 HF1347'
 HF1347'REFERENCE MARK NUMBER 1, STAMPED BELLE NO 1 1957, IS A STANDARD
 HF1347'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1347'PROJECTS 6 INCHES AND IS ABOUT 12 INCHES HIGHER THAN THE
 HF1347'STATION.  IT IS IN THE FENCELINE AND 21.0 FEET EAST OF THE
 HF1347'CENTERLINE OF THE ROAD.
 HF1347'
 HF1347'REFERENCE MARK NUMBER 2, STAMPED BELLE NO 2 1957, IS A STANDARD
 HF1347'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1347'PROJECTS 2 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE
 HF1347'STATION.  IT IS IN THE HEDGEROW LINE AND 31.0 FEET WEST OF THE
 HF1347'CENTERLINE OF THE ROAD.
 HF1347'
 HF1347'USGS BM TT 5B SERVES AS THE AZIMUTH MARK.  IT IS STAMPED TT
 HF1347'5B 1942 AND IS A USGS BENCH MARK DISK SET IN THE TOP OF AN
 HF1347'8 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 HF1347'30.0 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND
 HF1347'63.0 FEET NORTHWEST OF THE CENTERLINE INTERSECTION OF THE
 HF1347'CROSSROADS.
 HF1347'
 HF1347'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HF1347
 HF1347                          STATION RECOVERY (1968)
 HF1347
 HF1347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HF1347'STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 HF1347'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 HF1347'NO. 1 WAS FOUND DESTROYED.  CLEARING ON ONE HEDGE TREE IS
 HF1347'REQUIRED TO SEE THE AZIMUTH MARK, NO OBSERVATION WAS TAKEN
 HF1347'ON THE MARK.  THE DISTANCE TO REFERENCE MARK NO. 2 CHECKED
 HF1347'BUT THE DIRECTION FAILED TO CHECK BY 2 MINUTES 43 SECONDS.
 HF1347'
 HF1347'REFERENCE MARK NO. 3 WAS SET.
 HF1347'
 HF1347'FOLLOWING IS A NEW DESCRIPTION.
 HF1347'
 HF1347'TO REACH THE STATION FROM THE CITY HALL IN BELLE PLAIN,
 HF1347'GO EAST ON STATE HIGHWAY 55 FOR 0.25 MILE TO LOGAN STREET.
 HF1347'TURN RIGHT AND GO SOUTH ON A SURFACED ROAD FOR 1.0 MILE TO
 HF1347'A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR
 HF1347'1.0 MILE TO A CROSSROAD AND USGS TT 58 (AZIMUTH MARK) IN
 HF1347'THE NORTHWEST ANGLE.  TURN LEFT AND GO NORTH ON A GRAVELED
 HF1347'ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT JUST BEFORE
 HF1347'REACHING RAILROAD TRACK.
 HF1347'
 HF1347'STATION MARK, A STANDARD DISK STAMPED BELLE 1957, IS SET
 HF1347'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HF1347'IT IS 46 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 30.5
 HF1347'FEET SOUTHWEST OF THE SOUTH RAIL OF RAILROAD TRACKS, 27.5
 HF1347'FEET SOUTHEAST OF AN OLD CORNER FENCE POST, 1 FOOT NORTHWEST
 HF1347'OF A METAL WITNESS POST, AND SET IN AN OLD FENCELINE.  THE
 HF1347'UNDERGROUND MARK WAS NOT INSPECTED.
 HF1347'
 HF1347'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BELLE NO. 2
 HF1347'1957, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HF1347'PROJECTS 1 INCH.  IT IS 31 FEET WEST OF THE CENTER OF THE
 HF1347'GRAVELED ROAD, 19 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 HF1347'AND SET IN A HEDGE ROW.
 HF1347'
 HF1347'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BELLE 1957
 HF1347'NO. 3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE WHICH
 HF1347'PROJECTS 1 INCH.  IT IS 62 FEET SOUTH OF THE SOUTH RAIL
 HF1347'OF RAILROAD TRACK AND 28 FEET EAST OF THE CENTER OF A GRAVELED
 HF1347'ROAD.
 HF1347'
 HF1347'AZIMUTH MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 HF1347'STAMPED TT 5B 1942, IS SET IN THE TOP OF A 8-INCH SQUARE
 HF1347'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 63 FEET NORTHWEST
 HF1347'OF THE CENTER OF THE INTERSECTION, 30 FEET WEST OF THE CENTER
 HF1347'OF THE GRAVELED ROAD, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 HF1347'
 HF1347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 1-3/4
 HF1347'MILES SE OF BELLE PLAIN.
 HF1347
 HF1347                          STATION RECOVERY (2003)
 HF1347
 HF1347'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 HF1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0826 ***********************************************************************
 KG0826  DESIGNATION -  BELLE
 KG0826  PID         -  KG0826
 KG0826  STATE/COUNTY-  KS/NORTON
 KG0826  USGS QUAD   -  CALVERT (1978)
 KG0826
 KG0826                         *CURRENT SURVEY CONTROL
 KG0826  ___________________________________________________________________
 KG0826* NAD 83(1997)-  39 47 38.26264(N)    099 51 06.49086(W)     ADJUSTED  
 KG0826* NAVD 88     -       742.     (meters)    2434.     (feet)  SCALED    
 KG0826  ___________________________________________________________________
 KG0826  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 KG0826  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 KG0826
 KG0826  HORZ ORDER  -  SECOND
 KG0826
 KG0826.The horizontal coordinates were established by classical geodetic methods
 KG0826.and adjusted by the National Geodetic Survey in October 1998..
 KG0826
 KG0826.The orthometric height was scaled from a topographic map.
 KG0826
 KG0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0826
 KG0826.The geoid height was determined by GEOID03.
 KG0826
 KG0826;                    North         East     Units Scale Factor Converg.
 KG0826;SPC KS N     -   163,774.046   241,403.928   MT  1.00000174   -1 10 18.0
 KG0826;UTM  14      - 4,405,236.382   427,071.799   MT  0.99966548   -0 32 42.7
 KG0826
 KG0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0826!SPC KS N     -   0.99988745  x   1.00000174  =   0.99988919
 KG0826!UTM  14      -   0.99988745  x   0.99966548  =   0.99955296
 KG0826
 KG0826|---------------------------------------------------------------------|
 KG0826| PID    Reference Object                     Distance      Geod. Az  |
 KG0826|                                                           dddmmss.s |
 KG0826| CN7858 BELLE RM 1                            9.796 METERS 00054     |
 KG0826| CN7857 BELLE AZ MK                                        1785423.6 |
 KG0826| CN7859 BELLE RM 2                           10.755 METERS 18102     |
 KG0826|---------------------------------------------------------------------|
 KG0826
 KG0826                          SUPERSEDED SURVEY CONTROL
 KG0826
 KG0826  NAD 83(1997)-  39 47 38.26421(N)    099 51 06.49084(W) AD(       ) 2
 KG0826  NAD 83(1986)-  39 47 38.26733(N)    099 51 06.49289(W) AD(       ) 2
 KG0826  NAD 27      -  39 47 38.24700(N)    099 51 05.06200(W) AD(       ) 2
 KG0826
 KG0826.Superseded values are not recommended for survey control.
 KG0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0826.See file dsdata.txt to determine how the superseded data were derived.
 KG0826
 KG0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK2707205236(NAD 83)
 KG0826_MARKER: DS = TRIANGULATION STATION DISK
 KG0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0826
 KG0826  HISTORY     - Date     Condition        Report By
 KG0826  HISTORY     - 1950     MONUMENTED       CGS
 KG0826
 KG0826                          STATION DESCRIPTION
 KG0826
 KG0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0826'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 2.0 MILES
 KG0826'EAST OF NORTON IN THE EAST EDGE OF A CULTIVATED FIELD, 35 FEET
 KG0826'WEST OF THE CENTER OF A ROAD, 3 FEET NORTHEAST OF A POWER LINE
 KG0826'POLE AND 3 FEET WEST OF A NORTH-SOUTH FENCE LINE AND WITNESS
 KG0826'POST.  IT IS STAMPED BELLE 1950 AND PROJECTS 3 INCHES.
 KG0826'
 KG0826'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A CULTIVATED FIELD,
 KG0826'34 FEET WEST OF THE CENTER OF ROAD AND 2 FEET WEST OF A NORTH-SOUTH
 KG0826'FENCE LINE.  IT IS STAMPED BELLE NO 1 1950 AND PROJECTS 6 INCHES.
 KG0826'
 KG0826'REFERENCE MARK NO. 2 IS IN THE EAST EDGE OF A CULTIVATED FIELD,
 KG0826'35 FEET WEST OF THE CENTER OF ROAD AND 3 FEET WEST OF A NORTH-SOUTH
 KG0826'FENCE LINE.  IT IS STAMPED BELLE NO 2 1950 AND PROJECTS 5 INCHES.
 KG0826'
 KG0826'THE AZIMUTH MARK IS IN THE WEST EDGE OF A CULTIVATED FIELD, 35
 KG0826'FEET EAST OF THE CENTER OF ROAD, 2 FEET NORTH OF A WITNESS POST
 KG0826'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KG0826'BELLE 1950 AND PROJECTS 4 INCHES.
 KG0826'
 KG0826'TO REACH THE STATION FROM THE COURTHOUSE IN NORTON, GO WEST
 KG0826'1 BLOCK TO U.S. HIGHWAY 283, TURN RIGHT AND GO NORTH ON U.S.
 KG0826'HIGHWAY 283 FOR 0.6 MILE TO JUNCTION WITH U.S. HIGHWAY 36.  TURN
 KG0826'RIGHT ON U.S. HIGHWAY 36 AND GO EAST FOR 2.0 MILES TO A
 KG0826'CROSSROAD, TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 3.1
 KG0826'MILES TO STATION ON RIGHT AS DESCRIBED.  (CONTINUE SOUTH FOR 0.4
 KG0826'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1348 ***********************************************************************
 HF1348  DESIGNATION -  BELLE PLAINE MUNICIPAL TANK
 HF1348  PID         -  HF1348
 HF1348  STATE/COUNTY-  KS/SUMNER
 HF1348  USGS QUAD   -  BELLE PLAINE (1955)
 HF1348
 HF1348                         *CURRENT SURVEY CONTROL
 HF1348  ___________________________________________________________________
 HF1348* NAD 83(1997)-  37 23 31.87252(N)    097 16 45.28192(W)     ADJUSTED  
 HF1348* NAVD 88     -                                                        
 HF1348  ___________________________________________________________________
 HF1348  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 HF1348  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 HF1348
 HF1348  HORZ ORDER  -  THIRD
 HF1348
 HF1348.The horizontal coordinates were established by classical geodetic methods
 HF1348.and adjusted by the National Geodetic Survey in October 1998..
 HF1348
 HF1348
 HF1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1348
 HF1348.The geoid height was determined by GEOID03.
 HF1348
 HF1348;                    North         East     Units Scale Factor Converg.
 HF1348;SPC KS S     -   481,229.554   508,095.315   MT  0.99997769   +0 45 00.7
 HF1348;UTM  14      - 4,139,769.633   652,322.145   MT  0.99988581   +1 02 42.6
 HF1348
 HF1348                          SUPERSEDED SURVEY CONTROL
 HF1348
 HF1348  NAD 83(1997)-  37 23 31.87731(N)    097 16 45.27754(W) AD(       ) 4
 HF1348  NAD 83(1986)-  37 23 31.88427(N)    097 16 45.27590(W) AD(       ) 4
 HF1348  NAD 27      -  37 23 31.80985(N)    097 16 44.12653(W) AD(       ) 3
 HF1348
 HF1348.Superseded values are not recommended for survey control.
 HF1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1348.See file dsdata.txt to determine how the superseded data were derived.
 HF1348
 HF1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5232239770(NAD 83)
 HF1348_MARKER: 53 = ELEVATED TANK
 HF1348
 HF1348  HISTORY     - Date     Condition        Report By
 HF1348  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1348  HISTORY     - 1987     GOOD             NOS
 HF1348  HISTORY     - 19990408 GOOD             USPSQD
 HF1348
 HF1348                          STATION DESCRIPTION
 HF1348
 HF1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1348'THE STATION IS LOCATED IN THE EAST PART OF BELLE PLAINE.
 HF1348'
 HF1348'THE TANK IS A METAL TANK, PAINTED SILVER, SUPPORTED BY A FOUR
 HF1348'LEGGED STEEL STRUCTURE AND IS ABOUT 120 FEET HIGH.  THE
 HF1348'APEX OF THE ROOF WAS INTERSECTED.
 HF1348
 HF1348                          STATION RECOVERY (1987)
 HF1348
 HF1348'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 HF1348'THE STATION WAS RECOVERED AT THIS DATE.
 HF1348'STATION RECOVERED IN GOOD CONDITION.
 HF1348'
 HF1348'RECOVERED BY PBW.
 HF1348
 HF1348                          STATION RECOVERY (1999)
 HF1348
 HF1348'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1352 ***********************************************************************
 HF1352  DESIGNATION -  BELLE PLAINE TURNPIKE AUTH TK
 HF1352  PID         -  HF1352
 HF1352  STATE/COUNTY-  KS/SUMNER
 HF1352  USGS QUAD   -  DALTON (1964)
 HF1352
 HF1352                         *CURRENT SURVEY CONTROL
 HF1352  ___________________________________________________________________
 HF1352* NAD 83(1997)-  37 22 04.22920(N)    097 19 20.25723(W)     ADJUSTED  
 HF1352* NAVD 88     -                                                        
 HF1352  ___________________________________________________________________
 HF1352  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HF1352  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HF1352
 HF1352  HORZ ORDER  -  THIRD
 HF1352
 HF1352.The horizontal coordinates were established by classical geodetic methods
 HF1352.and adjusted by the National Geodetic Survey in October 1998..
 HF1352
 HF1352
 HF1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1352
 HF1352.The geoid height was determined by GEOID03.
 HF1352
 HF1352;                    North         East     Units Scale Factor Converg.
 HF1352;SPC KS S     -   478,478.829   504,317.778   MT  0.99998165   +0 43 25.4
 HF1352;UTM  14      - 4,136,999.785   648,559.191   MT  0.99987186   +1 01 06.4
 HF1352
 HF1352                          SUPERSEDED SURVEY CONTROL
 HF1352
 HF1352  NAD 83(1997)-  37 22 04.23419(N)    097 19 20.25263(W) AD(       ) 4
 HF1352  NAD 83(1986)-  37 22 04.24065(N)    097 19 20.24970(W) AD(       ) 4
 HF1352  NAD 27      -  37 22 04.16763(N)    097 19 19.08967(W) AD(       ) 3
 HF1352
 HF1352.Superseded values are not recommended for survey control.
 HF1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1352.See file dsdata.txt to determine how the superseded data were derived.
 HF1352
 HF1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4855937000(NAD 83)
 HF1352_MARKER: 51 = TANK
 HF1352
 HF1352  HISTORY     - Date     Condition        Report By
 HF1352  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1352  HISTORY     - 20041012 GOOD             GEOCAC
 HF1352
 HF1352                          STATION DESCRIPTION
 HF1352
 HF1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1352'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE NORTH NORTHEAST
 HF1352'OF WELLINGTON, AND 2-1/2 MILES SOUTHWEST OF BELLE PLAINE,
 HF1352'AT A REST STOP ON THE KANSAS TURNPIKE.
 HF1352'
 HF1352'THE TANK IS A MODERN STEEL STRUCTURE APPEARING AS A SILVER
 HF1352'BALL ATOP A SILVER POST.  THE APEX OF THE TANK WAS INTERSECTED.
 HF1352
 HF1352                          STATION RECOVERY (2004)
 HF1352
 HF1352'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 HF1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1346 ***********************************************************************
 HF1346  DESIGNATION -  BELLE PLAINE WICHITA TERM ELEV
 HF1346  PID         -  HF1346
 HF1346  STATE/COUNTY-  KS/SUMNER
 HF1346  USGS QUAD   -  BELLE PLAINE (1955)
 HF1346
 HF1346                         *CURRENT SURVEY CONTROL
 HF1346  ___________________________________________________________________
 HF1346* NAD 83(1997)-  37 23 18.94066(N)    097 16 46.42416(W)     ADJUSTED  
 HF1346* NAVD 88     -                                                        
 HF1346  ___________________________________________________________________
 HF1346  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 HF1346  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 HF1346
 HF1346  HORZ ORDER  -  THIRD
 HF1346
 HF1346.The horizontal coordinates were established by classical geodetic methods
 HF1346.and adjusted by the National Geodetic Survey in October 1998..
 HF1346
 HF1346
 HF1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1346
 HF1346.The geoid height was determined by GEOID03.
 HF1346
 HF1346;                    North         East     Units Scale Factor Converg.
 HF1346;SPC KS S     -   480,830.550   508,072.440   MT  0.99997827   +0 44 60.0
 HF1346;UTM  14      - 4,139,370.554   652,301.325   MT  0.99988573   +1 02 41.6
 HF1346
 HF1346                          SUPERSEDED SURVEY CONTROL
 HF1346
 HF1346  NAD 83(1997)-  37 23 18.94529(N)    097 16 46.41976(W) AD(       ) 4
 HF1346  NAD 83(1986)-  37 23 18.95191(N)    097 16 46.41744(W) AD(       ) 4
 HF1346  NAD 27      -  37 23 18.87600(N)    097 16 45.27357(W) AD(       ) 3
 HF1346
 HF1346.Superseded values are not recommended for survey control.
 HF1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1346.See file dsdata.txt to determine how the superseded data were derived.
 HF1346
 HF1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5230139371(NAD 83)
 HF1346_MARKER: 65 = GRAIN ELEVATOR
 HF1346
 HF1346  HISTORY     - Date     Condition        Report By
 HF1346  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1346  HISTORY     - 19990408 GOOD             USPSQD
 HF1346
 HF1346                          STATION DESCRIPTION
 HF1346
 HF1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1346'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF BELLE PLAINE.
 HF1346'
 HF1346'THE ELEVATOR IS A VERY LARGE GROUP OF CONCRETE TANKS (ABOUT
 HF1346'75 TANKS) 187 FEET HIGH WITH A 125 FOOT HEADHOUSE ON TOP.
 HF1346'THE CENTER OF THE HEADHOUSE WAS INTERSECTED.
 HF1346
 HF1346                          STATION RECOVERY (1999)
 HF1346
 HF1346'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1004 ***********************************************************************
 HG1004  DESIGNATION -  BELLEFONT
 HG1004  PID         -  HG1004
 HG1004  STATE/COUNTY-  KS/FORD
 HG1004  USGS QUAD   -  BELLEFONT (1972)
 HG1004
 HG1004                         *CURRENT SURVEY CONTROL
 HG1004  ___________________________________________________________________
 HG1004* NAD 83(1997)-  37 52 22.02606(N)    099 39 29.99166(W)     ADJUSTED  
 HG1004* NAVD 88     -       717.     (meters)    2352.     (feet)  SCALED    
 HG1004  ___________________________________________________________________
 HG1004  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 HG1004  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HG1004
 HG1004  HORZ ORDER  -  SECOND
 HG1004
 HG1004.The horizontal coordinates were established by classical geodetic methods
 HG1004.and adjusted by the National Geodetic Survey in October 1998..
 HG1004
 HG1004.The orthometric height was scaled from a topographic map.
 HG1004
 HG1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1004
 HG1004.The geoid height was determined by GEOID03.
 HG1004
 HG1004;                    North         East     Units Scale Factor Converg.
 HG1004;SPC KS S     -   534,493.680   298,094.558   MT  0.99993622   -0 42 42.6
 HG1004;UTM  14      - 4,191,904.619   442,100.274   MT  0.99964129   -0 24 15.0
 HG1004
 HG1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1004!SPC KS S     -   0.99989155  x   0.99993622  =   0.99982778
 HG1004!UTM  14      -   0.99989155  x   0.99964129  =   0.99953288
 HG1004
 HG1004|---------------------------------------------------------------------|
 HG1004| PID    Reference Object                     Distance      Geod. Az  |
 HG1004|                                                           dddmmss.s |
 HG1004| CK8921 BELLEFONT RM 1                        7.697 METERS 07159     |
 HG1004| HG1000 OFFERLE MUN WATER TANK              APPROX. 9.2 KM 0765013.0 |
 HG1004| HG1001 OFFERLE MICROWAVE KAP 38            APPROX. 9.0 KM 0815343.3 |
 HG1004| HG1005 WINDHORST CATHOLIC CHURCH CROSS     APPROX. 9.8 KM 1712806.8 |
 HG1004| CK8922 BELLEFONT RM 2                        8.626 METERS 18012     |
 HG1004| CK8923 BELLEFONT RM 3                        3.507 METERS 25024     |
 HG1004| HG1028 SPEARVILLE ST JOHNS CATH CH         APPROX. 8.9 KM 2513421.9 |
 HG1004| HG1027 SPEARVILLE MUNICIPAL TANK           APPROX. 8.7 KM 2535124.6 |
 HG1004| HG1025 SPEARVILLE RADAR MICROWAVE          APPROX. 8.8 KM 2882819.2 |
 HG1004| CK8920 BELLEFONT AZ MK                                    3362252.9 |
 HG1004|---------------------------------------------------------------------|
 HG1004
 HG1004                          SUPERSEDED SURVEY CONTROL
 HG1004
 HG1004  NAD 83(1997)-  37 52 22.03391(N)    099 39 29.99155(W) AD(       ) 2
 HG1004  NAD 83(1986)-  37 52 22.03130(N)    099 39 29.99011(W) AD(       ) 2
 HG1004  NAD 27      -  37 52 21.96483(N)    099 39 28.54490(W) AD(       ) 2
 HG1004
 HG1004.Superseded values are not recommended for survey control.
 HG1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1004.See file dsdata.txt to determine how the superseded data were derived.
 HG1004
 HG1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG4210091905(NAD 83)
 HG1004_MARKER: DS = TRIANGULATION STATION DISK
 HG1004_SETTING: 0 = UNSPECIFIED SETTING
 HG1004
 HG1004  HISTORY     - Date     Condition        Report By
 HG1004  HISTORY     - 1961     MONUMENTED       CGS
 HG1004  HISTORY     - 1964     GOOD             CGS
 HG1004
 HG1004                          STATION DESCRIPTION
 HG1004
 HG1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1004'THE STATION IS ON THE ROOF OF THE NORTHWEST ONE OF FOUR HIGHEST GRAIN
 HG1004'BINS AND NEAR THE HEADHOUSE OF AN ELEVATOR IN BELLEFONT, IN THE
 HG1004'SOUTHWEST QUARTER OF SECTION 17, T 25 S, R 21 W, ON PROPERTY OWNED
 HG1004'BY THE OFFERLE COOP GRAIN AND SUPPLY COMPANY.
 HG1004'
 HG1004'THE STATION WAS REACHED BY TAKING A ONE MAN ELEVATOR TO THE HEADHOUSE
 HG1004'AND THE ROOF OF THE GRAIN BINS.
 HG1004'
 HG1004'STATION MARK IS A STANDARD DISK STAMPED BELLEFONT 1961, CEMENTED IN A
 HG1004'DRILL HOLE IN THE TAR COVERED, CONCRETE ROOF OF THE NORTHWEST ONE OF
 HG1004'FOUR GRAIN BINS, FLUSH WITH THE ROOF.  IT IS 10.5 FEET NORTH OF THE
 HG1004'NORTHWEST CORNER OF THE HEADHOUSE.  NO SUBSURFACE MARK WAS SET.
 HG1004'
 HG1004'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BELLEFONT NO 1 1961, IS
 HG1004'CEMENTED IN A DRILL HOLE IN THE ROOF OF THE NORTHEAST GRAIN BIN,
 HG1004'FLUSH WITH THE ROOF.  IT IS 15 FEET NORTH OF THE NORTHEAST CORNER
 HG1004'OF THE HEADHOUSE.
 HG1004'
 HG1004'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BELLEFONT NO 2 1961, IS
 HG1004'CEMENTED IN A DRILL HOLE IN THE ROOF OF THE SOUTHWEST GRAIN BIN,
 HG1004'FLUSH WITH THE ROOF.  IT IS 9.5 FEET NORTHWEST OF THE SOUTHWEST
 HG1004'CORNER OF THE HEADHOUSE.
 HG1004'
 HG1004'REFERENCE MARK NO 3, A STANDARD DISK STAMPED BELLEFONT NO 3 1961, IS
 HG1004'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 59.5
 HG1004'FEET SOUTHEAST OF A POWER POLE WITH THREE TRANSFORMERS, 6 FEET
 HG1004'NORTH OF THE NORTHWEST CORNER OF A METAL DOOR AT THE WEST ENTRANCE
 HG1004'TO THE ELEVATOR AND 3 FEET WEST OF THE WEST SIDE OF THE NORTHWEST
 HG1004'GRAIN BIN.  AN UNDERGROUND MARK WAS SET 40 INCHES BELOW THE SURFACE
 HG1004'IN AN IRREGULAR MASS OF CONCRETE.
 HG1004'
 HG1004'AZIMUTH MARK IS A STANDARD DISK STAMPED BELLEFONT 1961, SET IN A
 HG1004'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 35 FEET SOUTH
 HG1004'OF THE CENTER OF A DIRT ROAD, 4 FEET SOUTH OF A POWER POLE WITH A
 HG1004'TRANSFORMER AND 3 FEET WEST OF A METAL WITNESS POST.
 HG1004'
 HG1004'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON US HIGHWAY 50
 HG1004'FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT, NORTH ON A DIRT ROAD 0.7
 HG1004'MILE TO A CROSSROAD.  TURN LEFT, WEST ON A DIRT ROAD 0.15 MILE TO
 HG1004'THE MARK ON THE LEFT, SOUTH SIDE OF THE ROAD.
 HG1004'
 HG1004'NOTE--REFERENCE MARKS MEASURED WITH 5 KG TAPE TENSION.
 HG1004
 HG1004                          STATION RECOVERY (1964)
 HG1004
 HG1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG1004'THE STATION MARK, REFERENCE MARKS NOS 1, 2, 3 AND THE AZIMUTH MARK
 HG1004'WERE RECOVERED AS DESCRIBED IN 1961.  THE DISTANCES AND DIRECTIONS
 HG1004'TO REFERENCE MARKS NOS 1 AND 2 WERE VERIFIED.  THE DISTANCE TO
 HG1004'REFERENCE MARK NO 3 WAS VERIFIED, HOWEVER, THE DIRECTION MISSED THE
 HG1004'PREVIOUS DIRECTION BY 9 MINUTES 39 SECONDS.  THE DIRECTION TO THE
 HG1004'AZIMUTH MARK WAS VERIFIED.
 HG1004'
 HG1004'NOTE--THE DISKS OF REFERENCE MARKS NOS 1 AND 2 HAVE BEEN BADLY
 HG1004'BATTERED AND THE LETTERING OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0926 ***********************************************************************
 KF0926  DESIGNATION -  BELLEVILLE
 KF0926  PID         -  KF0926
 KF0926  STATE/COUNTY-  KS/REPUBLIC
 KF0926  USGS QUAD   -  BELLEVILLE (1966)
 KF0926
 KF0926                         *CURRENT SURVEY CONTROL
 KF0926  ___________________________________________________________________
 KF0926* NAD 83(1997)-  39 50 55.33375(N)    097 38 09.03084(W)     ADJUSTED  
 KF0926* NAVD 88     -       487.39   (+/-2cm)    1599.0    (feet)  VERTCON   
 KF0926  ___________________________________________________________________
 KF0926  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 KF0926  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 KF0926
 KF0926  HORZ ORDER  -  THIRD
 KF0926  VERT ORDER  -  THIRD ? (See Below)
 KF0926
 KF0926.The horizontal coordinates were established by classical geodetic methods
 KF0926.and adjusted by the National Geodetic Survey in October 1998..
 KF0926
 KF0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0926.The vertical order pertains to the NGVD 29 superseded value.
 KF0926
 KF0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0926
 KF0926.The geoid height was determined by GEOID03.
 KF0926
 KF0926;                    North         East     Units Scale Factor Converg.
 KF0926;SPC KS N     -   168,293.165   431,165.654   MT  1.00001126   +0 13 49.5
 KF0926;SPC NE       -     4,473.056   702,318.736   MT  1.00007176   +1 34 00.2
 KF0926;UTM  14      - 4,411,855.340   616,702.708   MT  0.99976767   +0 52 27.1
 KF0926
 KF0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0926!SPC KS N     -   0.99992773  x   1.00001126  =   0.99993899
 KF0926!SPC NE       -   0.99992773  x   1.00007176  =   0.99999948
 KF0926!UTM  14      -   0.99992773  x   0.99976767  =   0.99969542
 KF0926
 KF0926|---------------------------------------------------------------------|
 KF0926| PID    Reference Object                     Distance      Geod. Az  |
 KF0926|                                                           dddmmss.s |
 KF0926| CN7862 BELLEVILLE RM 1                      14.415 METERS 09052     |
 KF0926| CN7861 BELLEVILLE AZ MK RESET                             1620203.4 |
 KF0926| CN7860 BELLEVILLE AZ MK                                   1635529.9 |
 KF0926| KF0923 BELLEVILLE MUNICIPAL STANDPIPE      APPROX. 1.9 KM 1700958.1 |
 KF0926| CN7863 BELLEVILLE RM 2                      12.937 METERS 27115     |
 KF0926|---------------------------------------------------------------------|
 KF0926
 KF0926                          SUPERSEDED SURVEY CONTROL
 KF0926
 KF0926  NAD 83(1997)-  39 50 55.33493(N)    097 38 09.02928(W) AD(       ) 3
 KF0926  NAD 83(1986)-  39 50 55.33921(N)    097 38 09.02979(W) AD(       ) 3
 KF0926  NAD 27      -  39 50 55.31600(N)    097 38 07.86400(W) AD(       ) 3
 KF0926  NGVD 29 (07/19/86)  487.23   (m)         1598.5    (f) LEVELING    3  
 KF0926
 KF0926.Superseded values are not recommended for survey control.
 KF0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0926.See file dsdata.txt to determine how the superseded data were derived.
 KF0926
 KF0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK1670311855(NAD 83)
 KF0926_MARKER: DS = TRIANGULATION STATION DISK
 KF0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0926
 KF0926  HISTORY     - Date     Condition        Report By
 KF0926  HISTORY     - 1950     MONUMENTED       CGS
 KF0926  HISTORY     - 1955     GOOD             CGS
 KF0926
 KF0926                          STATION DESCRIPTION
 KF0926
 KF0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0926'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF THE CENTER
 KF0926'OF TOWN AND 0.15 MILE WEST OF U.S. HIGHWAY NO 81 ON THE HIGHEST
 KF0926'POINT OF A LOW RIDGE AND ON THE SOUTH SIDE OF AN EAST-WEST FENCE
 KF0926'LINE SEPARATING TWO CULTIVATED FIELDS ON LAND OWNED BY MR. WARD
 KF0926'WHO IS THE DISTRICT JUDGE.  THE ADJOINING LAND TO THE NORTH
 KF0926'IS OWNED BY MR. FRAK HANZLICK.  IT IS 3 FEET SOUTH OF FENCE LINE
 KF0926'AND WITNESS POST, STAMPED BELLEVILLE 1950 AND SET FLUSH WITH
 KF0926'THE GROUND SURFACE.
 KF0926'
 KF0926'REFERENCE MARK NO 1 IS EAST OF THE STATION, 3 FEET SOUTH OF THE
 KF0926'EAST-WEST FENCE LINE.  IT IS STAMPED BELLEVILLE NO 1 1950 AND
 KF0926'SET FLUSH WITH THE GROUND SURFACE.
 KF0926'
 KF0926'REFERENCE MARK NO 2 IS WEST OF THE STATION, 2 FEET SOUTH OF
 KF0926'EAST-WEST FENCE LINE.  IT IS STAMPED BELLEVILLE NO 2 1950 AND
 KF0926'SET FLUSH WITH THE GROUND SURFACE.
 KF0926'
 KF0926'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 89.73 FEET.
 KF0926'
 KF0926'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH-SOUTHEAST OF THE STATION,
 KF0926'40 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO 81, 18 FEET SOUTH
 KF0926'OF THE CENTER OF DRIVEWAY AND 1 FOOT NORTH OF TELEPHONE POLE.
 KF0926'IT IS STAMPED BELLEVILLE 1950 AND PROJECTS 4 INCHES.
 KF0926'
 KF0926'TO REACH THE STATION FROM THE COURT HOUSE IN BELLEVILLE, GO NORTH
 KF0926'ON U.S. HIGHWAY NO 81 FOR 1.3 MILES TO THE AZIMUTH MARK ON THE
 KF0926'EAST SIDE AS DESCRIBED, CONTINUE NORTH ON HIGHWAY FOR 0.6 MILE
 KF0926'TO EAST-WEST FENCE LINE ON WEST SIDE SEPARATING TWO FIELDS,
 KF0926'FROM THIS POINT PACK WEST ALONG THE FENCE LINE FOR ABOUT 0.15
 KF0926'MILE TO HIGHEST POINT AND STATION AS DESCRIBED.
 KF0926'
 KF0926'HEIGHT OF LIGHT ABOVE STATION MARK 3.6 METERS.
 KF0926
 KF0926                          STATION RECOVERY (1955)
 KF0926
 KF0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 KF0926'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KF0926'GOOD CONDITION.  THE AZIMUTH MARK WAS MOVED AT THE REQUEST OF
 KF0926'THE KANSAS STATE HIGHWAY DEPARTMENT BECAUSE U.S. HIGHWAY 81
 KF0926'IS BEING REALINED AROUND THE TOWN OF BELLEVILLE.  THE ORIGINAL
 KF0926'DESCRIPTION IS ADEQUATE.  OBSERVATIONS MADE IN 1955 FOLLOW
 KF0926'A DESCRIPTION FOR THE RESET AZIMUTH MARK.
 KF0926'
 KF0926'THE AZIMUTH MARK IS 0.45 MILE SOUTH-SOUTHEAST OF THE STATION,
 KF0926'59 FEET EAST OF THE CENTERLINE OF THE PRESENT U.S. HIGHWAY 81,
 KF0926'2 FEET NORTH OF POWER POLE WITH TRANSFORMER, AND 2 FEET
 KF0926'SOUTH OF WITNESS POST.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 KF0926'BELLEVILLE RESET 1955.  TO REACH THE AZIMUTH MARK FROM THE
 KF0926'COURTHOUSE IN BELLEVILLE, GO NORTH ON U.S. HIGHWAY 81 WHICH
 KF0926'WILL PROBABLY BE MARKED CITY FOR 1.3 MILES TO WHERE IT JOINS
 KF0926'NEW U.S. HIGHWAY 81 WHICH WILL PASS TO THE WEST OF TOWN.  THE
 KF0926'AZIMUTH MARK IS ON THE RIGHT.  CONTINUE NORTH FOR 0.45
 KF0926'MILE ON U.S. HIGHWAY 81 TO FENCE ON HALF-SECTION LINE AND
 KF0926'THE STATION 0.15 MILE WEST AS DESCRIBED IN ORIGINAL
 KF0926'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0925 ***********************************************************************
 KF0925  DESIGNATION -  BELLEVILLE ST EDWARDS CATH CH
 KF0925  PID         -  KF0925
 KF0925  STATE/COUNTY-  KS/REPUBLIC
 KF0925  USGS QUAD   -  BELLEVILLE (1966)
 KF0925
 KF0925                         *CURRENT SURVEY CONTROL
 KF0925  ___________________________________________________________________
 KF0925* NAD 83(1997)-  39 49 23.40506(N)    097 37 33.42062(W)     ADJUSTED  
 KF0925* NAVD 88     -                                                        
 KF0925  ___________________________________________________________________
 KF0925  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 KF0925  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 KF0925
 KF0925  HORZ ORDER  -  THIRD
 KF0925
 KF0925.The horizontal coordinates were established by classical geodetic methods
 KF0925.and adjusted by the National Geodetic Survey in October 1998..
 KF0925
 KF0925
 KF0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0925
 KF0925.The geoid height was determined by GEOID03.
 KF0925
 KF0925;                    North         East     Units Scale Factor Converg.
 KF0925;SPC KS N     -   165,461.343   432,023.922   MT  1.00000671   +0 14 12.0
 KF0925;UTM  14      - 4,409,034.014   617,592.517   MT  0.99977024   +0 52 48.3
 KF0925
 KF0925                          SUPERSEDED SURVEY CONTROL
 KF0925
 KF0925  NAD 83(1997)-  39 49 23.40657(N)    097 37 33.41951(W) AD(       ) 4
 KF0925  NAD 83(1986)-  39 49 23.41039(N)    097 37 33.41926(W) AD(       ) 4
 KF0925  NAD 27      -  39 49 23.38900(N)    097 37 32.25800(W) AD(       ) 3
 KF0925
 KF0925.Superseded values are not recommended for survey control.
 KF0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0925.See file dsdata.txt to determine how the superseded data were derived.
 KF0925
 KF0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK1759309034(NAD 83)
 KF0925_MARKER: 91 = CHURCH CROSS
 KF0925
 KF0925  HISTORY     - Date     Condition        Report By
 KF0925  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0925  HISTORY     - 1963     GOOD             CGS
 KF0925  HISTORY     - 20050713 GOOD             USPSQD
 KF0925
 KF0925                          STATION DESCRIPTION
 KF0925
 KF0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0925'THE STATION IS LOCATED IN THE EAST EDGE OF BELLEVILLE, 150 FEET
 KF0925'SOUTH OF 18 TH STREET AND 50 FEET EAST OF Q STREET.  IT IS A
 KF0925'35 FOOT SPIRE ON THE WEST END OF A RED BRICK CHURCH WITH AN
 KF0925'OVERALL HEIGHT OF 70 FEET.  THE POINT OBSERVED UPON WAS THE
 KF0925'CROSS AT THE APEX OF THE SPIRE.
 KF0925
 KF0925                          STATION RECOVERY (1963)
 KF0925
 KF0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0925'THIS STATION WAS RECOVERED IN 1963 AND THE 1950 DESCRIPTION
 KF0925'BY RLE IS ADEQUATE.
 KF0925
 KF0925                          STATION RECOVERY (2005)
 KF0925
 KF0925'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KF0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0924 ***********************************************************************
 KF0924  DESIGNATION -  BELLPORT
 KF0924  PID         -  KF0924
 KF0924  STATE/COUNTY-  KS/REPUBLIC
 KF0924  USGS QUAD   -  BELLEVILLE (1966)
 KF0924
 KF0924                         *CURRENT SURVEY CONTROL
 KF0924  ___________________________________________________________________
 KF0924* NAD 83(1997)-  39 48 52.25245(N)    097 39 29.25398(W)     ADJUSTED  
 KF0924* NAVD 88     -       467.     (meters)    1532.     (feet)  SCALED    
 KF0924  ___________________________________________________________________
 KF0924  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 KF0924  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 KF0924
 KF0924  HORZ ORDER  -  THIRD
 KF0924
 KF0924.This mark is at Belleville Municipal Airport (RPB)
 KF0924
 KF0924.The horizontal coordinates were established by classical geodetic methods
 KF0924.and adjusted by the National Geodetic Survey in October 1998..
 KF0924
 KF0924.The orthometric height was scaled from a topographic map.
 KF0924
 KF0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0924
 KF0924.The geoid height was determined by GEOID03.
 KF0924
 KF0924;                    North         East     Units Scale Factor Converg.
 KF0924;SPC KS N     -   164,489.646   429,272.851   MT  1.00000521   +0 12 58.7
 KF0924;UTM  14      - 4,408,031.736   614,853.184   MT  0.99976240   +0 51 33.5
 KF0924
 KF0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0924!SPC KS N     -   0.99993091  x   1.00000521  =   0.99993612
 KF0924!UTM  14      -   0.99993091  x   0.99976240  =   0.99969332
 KF0924
 KF0924:                Primary Azimuth Mark                     Grid Az
 KF0924:SPC KS N     -  BELLEVILLE MUNICIPAL STANDPIPE           048 33 06.1
 KF0924:UTM  14      -  BELLEVILLE MUNICIPAL STANDPIPE           047 54 31.3
 KF0924
 KF0924|---------------------------------------------------------------------|
 KF0924| PID    Reference Object                     Distance      Geod. Az  |
 KF0924|                                                           dddmmss.s |
 KF0924| KF0923 BELLEVILLE MUNICIPAL STANDPIPE      APPROX. 3.0 KM 0484604.8 |
 KF0924| KF0925 BELLEVILLE ST EDWARDS CATH CH       APPROX. 2.9 KM 0704545.5 |
 KF0924| CN7866 BELLPORT RM 1                         7.905 METERS 08920     |
 KF0924| CN7864 BELLPORT AZ MK                                     1022006.8 |
 KF0924| CN7865 BELLPORT AZ MK RESET                               1073359.3 |
 KF0924| CN7867 BELLPORT RM 2                        14.718 METERS 17753     |
 KF0924|---------------------------------------------------------------------|
 KF0924
 KF0924                          SUPERSEDED SURVEY CONTROL
 KF0924
 KF0924  NAD 83(1997)-  39 48 52.25401(N)    097 39 29.25198(W) AD(       ) 3
 KF0924  NAD 83(1986)-  39 48 52.25807(N)    097 39 29.25275(W) AD(       ) 3
 KF0924  NAD 27      -  39 48 52.23700(N)    097 39 28.08100(W) AD(       ) 3
 KF0924
 KF0924.Superseded values are not recommended for survey control.
 KF0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0924.See file dsdata.txt to determine how the superseded data were derived.
 KF0924
 KF0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK1485308032(NAD 83)
 KF0924_MARKER: DS = TRIANGULATION STATION DISK
 KF0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0924
 KF0924  HISTORY     - Date     Condition        Report By
 KF0924  HISTORY     - 1950     MONUMENTED       CGS
 KF0924  HISTORY     - 1959     GOOD             CGS
 KF0924
 KF0924                          STATION DESCRIPTION
 KF0924
 KF0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0924'THE STATION IS LOCATED AT THE BELLEVILLE AIRPORT, ABOUT
 KF0924'1-1/2 MILE WEST OF TOWN.  IT IS SITUATED 32 FEET WEST OF THE
 KF0924'ROAD LEADING NORTH TO THE RUNWAY AND 10 FEET NORTHEAST OF THE
 KF0924'NORTHEAST CORNER OF THE NORTH HANGAR.  IT IS STAMPED BELLPORT
 KF0924'1950 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KF0924'
 KF0924'REFERENCE MARK NO. 1 IS STAMPED BELLPORT NO 1 1950 AND IS
 KF0924'FLUSH WITH THE SURFACE OF THE GROUND.
 KF0924'
 KF0924'REFERENCE MARK NO. 2 IS SET 5 FEET EAST FROM THE EAST SIDE OF
 KF0924'THE HANGAR.  IT IS STAMPED BELLPORT NO 2 1950 AND IS FLUSH
 KF0924'WITH THE SURFACE OF THE GROUND.
 KF0924'
 KF0924'THE DISTANCE BETWEEN THE REFERENCE MARKS, NUMBER ONE AND
 KF0924'TWO, IS 54.2 FEET.
 KF0924'
 KF0924'THE AZIMUTH MARK IS LOCATED IN A FENCE LINE, 75 FEET NORTH
 KF0924'FROM THE CENTER OF U.S. HIGHWAY 36 AND 2 FEET WEST OF A WITNESS
 KF0924'POST.  IT IS STAMPED BELLPORT 1950 AND PROJECTS 6 INCHES ABOVE
 KF0924'THE SURFACE OF THE GROUND.
 KF0924'
 KF0924'TO REACH THE STATION FROM THE COURTHOUSE IN BELLEVILLE, GO
 KF0924'SOUTH ON U.S. HIGHWAY 81 FOR 0.7 MILE TO ITS JUNCTION WITH
 KF0924'U.S. HIGHWAY 36, TURN RIGHT ON U.S. HIGHWAY 36 AND GO WEST
 KF0924'FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST
 KF0924'ON THE HIGHWAY FOR 0.5 MILE TO THE AIRPORT ENTRANCE ON THE
 KF0924'RIGHT, TURN RIGHT AND GO NORTHERLY FOR 0.25 MILE TO THE NORTH
 KF0924'HANGAR AND THE STATION AS DESCRIBED.
 KF0924'
 KF0924'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF0924
 KF0924                          STATION RECOVERY (1959)
 KF0924
 KF0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KF0924'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KF0924'IN GOOD CONDITION.  GROUND LEVELING FOR A MOTEL WILL DESTROY
 KF0924'THE AZIMUTH MARK.  IT WAS MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 KF0924'
 KF0924'STATION IS LOCATED AT THE BELLEVILLE AIRPORT ABOUT 1 AND 1/2
 KF0924'MILES WEST OF THE TOWN OF BELLEVILLE AND ABOUT 200 YARDS
 KF0924'NORTH OF U.S. HIGHWAY 36, 32 FEET WEST OF TRACK ROAD LEADING
 KF0924'NORTH TO RUNWAY, 10 FEET NORTHEAST OF THE NORTHEAST CORNER
 KF0924'OF THE NORTH HANGAR OF TWO SMALL HANGARS, AND 1.5 FEET EAST
 KF0924'OF A WHITE WITNESS POST.  THE AIRPORT IS OWNED AND OPERATED
 KF0924'BY MR. VERLIE HEDDEN.  THE MARK IS FLUSH WITH THE SURFACE OF
 KF0924'THE GROUND AND THE DISK IS STAMPED BELLPORT 1950.
 KF0924'
 KF0924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 81
 KF0924'WHICH IS ABOUT 1 MILE SOUTHWEST OF THE CENTER OF THE TOWN OF
 KF0924'BELLEVILLE, GO WEST ON U.S. HIGHWAY 36 FOR 0.2 MILE TO THE
 KF0924'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON U.S. HIGHWAY 36
 KF0924'FOR 0.45 MILE TO A DRIVEWAY ON THE RIGHT TO THE AIRPORT.
 KF0924'TURN RIGHT AND FOLLOW TRACK ROAD NORTH FOR 0.1 MILE TO THE
 KF0924'MOST NORTHERN HANGAR AND THE STATION AS DESCRIBED.
 KF0924'
 KF0924'REFERENCE MARK NO. 1 IS 25.93 FEET EAST OF THE STATION AND
 KF0924'6 FEET WEST OF TRACK ROAD LEADING TO RUNWAY.  THE MARK IS FLUSH
 KF0924'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BELLPORT
 KF0924'NO 1 1950.
 KF0924'
 KF0924'REFERENCE MARK NO. 2 IS 48.28 FEET SOUTH OF THE STATION AND
 KF0924'5 FEET EAST OF THE EAST SIDE OF HANGAR.  THE MARK IS FLUSH
 KF0924'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BELLPORT
 KF0924'NO 2 1950.
 KF0924'
 KF0924'AZIMUTH MARK IS 0.45 MILE EAST OF THE STATION, 68 FEET SOUTH
 KF0924'OF THE CENTER OF U.S. HIGHWAY 77, 3 FEET EAST OF A TELEPHONE
 KF0924'POLE, AND 2 FEET WEST OF A NEW WITNESS POST SIGN.  THE MARK
 KF0924'PROJECTS 4 INCHES AND THE DISK IS STAMPED BELLPORT 1950 RESET
 KF0924'1959.
 KF0924'
 KF0924'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1 MILE
 KF0924'TO U.S. HIGHWAY 36.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 36
 KF0924'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1201 ***********************************************************************
 KF1201  DESIGNATION -  BELLPORT 2
 KF1201  PID         -  KF1201
 KF1201  STATE/COUNTY-  KS/REPUBLIC
 KF1201  USGS QUAD   -  BELLEVILLE (1966)
 KF1201
 KF1201                         *CURRENT SURVEY CONTROL
 KF1201  ___________________________________________________________________
 KF1201* NAD 83(1997)-  39 48 49.98797(N)    097 39 37.02088(W)     ADJUSTED  
 KF1201* NAVD 88     -       468.0    (meters)    1535.     (feet)  VERTCON   
 KF1201  ___________________________________________________________________
 KF1201  X           -    -654,006.534 (meters)                     COMP
 KF1201  Y           -  -4,862,519.586 (meters)                     COMP
 KF1201  Z           -   4,062,416.677 (meters)                     COMP
 KF1201  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 KF1201  ELLIP HEIGHT-         441.70  (meters)          (10/02/98) GPS OBS
 KF1201  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 KF1201
 KF1201  HORZ ORDER  -  FIRST
 KF1201  ELLP ORDER  -  FOURTH    CLASS I
 KF1201
 KF1201.This mark is at Belleville Municipal Airport (RPB)
 KF1201
 KF1201.The horizontal coordinates were established by GPS observations
 KF1201.and adjusted by the National Geodetic Survey in October 1998..
 KF1201
 KF1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1201
 KF1201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF1201
 KF1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1201
 KF1201.The ellipsoidal height was determined by GPS observations
 KF1201.and is referenced to NAD 83.
 KF1201
 KF1201.The geoid height was determined by GEOID03.
 KF1201
 KF1201;                    North         East     Units Scale Factor Converg.
 KF1201;SPC KS N     -   164,419.110   429,088.381   MT  1.00000510   +0 12 53.8
 KF1201;UTM  14      - 4,407,959.152   614,669.562   MT  0.99976188   +0 51 28.5
 KF1201
 KF1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1201!SPC KS N     -   0.99993071  x   1.00000510  =   0.99993581
 KF1201!UTM  14      -   0.99993071  x   0.99976188  =   0.99969261
 KF1201
 KF1201                          SUPERSEDED SURVEY CONTROL
 KF1201
 KF1201  NAD 83(1997)-  39 48 49.98797(N)    097 39 37.02087(W) AD(       ) 1
 KF1201  NAD 83(1986)-  39 48 49.99392(N)    097 39 37.01928(W) AD(       ) 1
 KF1201  NGVD 29 (02/23/90)  467.8    (m)         1535.     (f) GPS OBS        
 KF1201
 KF1201.Superseded values are not recommended for survey control.
 KF1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1201.See file dsdata.txt to determine how the superseded data were derived.
 KF1201
 KF1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK1467007959(NAD 83)
 KF1201_MARKER: I = METAL ROD
 KF1201_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KF1201_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KF1201_STAMPING: BELLPORT 2 1989
 KF1201_MARK LOGO: NGS   
 KF1201_PROJECTION: FLUSH
 KF1201_MAGNETIC: I = MARKER IS A STEEL ROD
 KF1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF1201+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1989
 KF1201_ROD/PIPE-DEPTH: 6.15 meters
 KF1201_SLEEVE-DEPTH  : 0.95 meters
 KF1201
 KF1201  HISTORY     - Date     Condition        Report By
 KF1201  HISTORY     - 1989     MONUMENTED       NGS
 KF1201  HISTORY     - 19890623 GOOD             NGS
 KF1201
 KF1201                          STATION DESCRIPTION
 KF1201
 KF1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KF1201'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) SOUTHWEST OF BELLEVILLE,
 KF1201'AT THE BELLEVILLE MUNICIPAL AIRPORT, AT THE SOUTH END OF RUNWAY 18-36.
 KF1201'OWNERSHIP--CITY OF BELLEVILLE, BOX 280, BELLEVILLE, KASNAS 66935,
 KF1201'TELEPHONE IS 913-527-2288.  PERMISSION WAS OBTAINED FROM THE CITY
 KF1201'ATTORNEY, DOUG SIMMS, CITY HALL TELEPHONE IS 913-527-5316.  THE
 KF1201'REPUBLIC COUNTY SHERIFF DISPATCHER MUST BE NOTIFIED ALSO, TELEPHONE IS
 KF1201'913-527-5657.
 KF1201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 81
 KF1201'BY-PASS, ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF BELLEVILLE, GO WEST ON
 KF1201'U.S. HIGHWAY 36 FOR 1.09 KM (0.70 MI) TO THE AIRPORT ENTRANCE ON THE
 KF1201'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.07 KM (0.05 MI) TO THE AIRPORT
 KF1201'OFFICE.  TURN RIGHT AND GO EAST, THEN NORTH, THEN WEST ON A ROAD, THEN
 KF1201'A RAMP FOR 0.25 KM (0.15 MI) TO RUWAY END 36 AND THE STATION ON THE
 KF1201'RIGHT.
 KF1201'THE STATION IS SET 16.6 M (54.5 FT) EAST OF THE RUNWAY CENTERLINE,
 KF1201'15.9 M (52.2 FT) NORTH OF THE RAMP CENTERLINE, 6.0 M (19.7 FT)
 KF1201'SOUTH-SOUTHEAST OF THE EAST 1 OF 2 RAMP LIGHTS AND 5.7 M (18.7 FT)
 KF1201'NORTHEAST OF THE CURVED PAVEMENT EDGE.
 KF1201'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KF1201'DESCRIBED BY R.D.BALL
 KF1201
 KF1201                          STATION RECOVERY (1989)
 KF1201
 KF1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KF1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1205 ***********************************************************************
 KF1205  DESIGNATION -  BELLPORT 2 AZ MK
 KF1205  PID         -  KF1205
 KF1205  STATE/COUNTY-  KS/REPUBLIC
 KF1205  USGS QUAD   -  BELLEVILLE (1966)
 KF1205
 KF1205                         *CURRENT SURVEY CONTROL
 KF1205  ___________________________________________________________________
 KF1205* NAD 83(1997)-  39 49 22.57458(N)    097 39 35.94727(W)     ADJUSTED  
 KF1205* NAVD 88     -       463.8    (meters)    1522.     (feet)  VERTCON   
 KF1205  ___________________________________________________________________
 KF1205  X           -    -653,895.006 (meters)                     COMP
 KF1205  Y           -  -4,861,881.933 (meters)                     COMP
 KF1205  Z           -   4,063,186.005 (meters)                     COMP
 KF1205  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 KF1205  ELLIP HEIGHT-         437.53  (meters)          (10/02/98) GPS OBS
 KF1205  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 KF1205
 KF1205  HORZ ORDER  -  THIRD
 KF1205  ELLP ORDER  -  FOURTH    CLASS I
 KF1205
 KF1205.This mark is at Belleville Municipal Airport (RPB)
 KF1205
 KF1205.The horizontal coordinates were established by GPS observations
 KF1205.and adjusted by the National Geodetic Survey in October 1998..
 KF1205
 KF1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1205
 KF1205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF1205
 KF1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1205
 KF1205.The ellipsoidal height was determined by GPS observations
 KF1205.and is referenced to NAD 83.
 KF1205
 KF1205.The geoid height was determined by GEOID03.
 KF1205
 KF1205;                    North         East     Units Scale Factor Converg.
 KF1205;SPC KS N     -   165,424.240   429,110.143   MT  1.00000666   +0 12 54.5
 KF1205;UTM  14      - 4,408,964.218   614,680.039   MT  0.99976191   +0 51 29.7
 KF1205
 KF1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1205!SPC KS N     -   0.99993136  x   1.00000666  =   0.99993802
 KF1205!UTM  14      -   0.99993136  x   0.99976191  =   0.99969329
 KF1205
 KF1205                          SUPERSEDED SURVEY CONTROL
 KF1205
 KF1205  NAD 83(1997)-  39 49 22.57467(N)    097 39 35.94732(W) AD(       ) 3
 KF1205  NAD 83(1986)-  39 49 22.58097(N)    097 39 35.94663(W) AD(       ) 3
 KF1205  NGVD 29 (02/23/90)  463.6    (m)         1521.     (f) GPS OBS        
 KF1205
 KF1205.Superseded values are not recommended for survey control.
 KF1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1205.See file dsdata.txt to determine how the superseded data were derived.
 KF1205
 KF1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK1468008964(NAD 83)
 KF1205_MARKER: I = METAL ROD
 KF1205_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KF1205_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KF1205_STAMPING: BELLPORT 2 AZ MK 1989
 KF1205_MARK LOGO: NGS   
 KF1205_PROJECTION: FLUSH
 KF1205_MAGNETIC: I = MARKER IS A STEEL ROD
 KF1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF1205+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1989
 KF1205_ROD/PIPE-DEPTH: 5.69 meters
 KF1205_SLEEVE-DEPTH  : 0.95 meters
 KF1205
 KF1205  HISTORY     - Date     Condition        Report By
 KF1205  HISTORY     - 1989     MONUMENTED       NGS
 KF1205  HISTORY     - 19890623 GOOD             NGS
 KF1205
 KF1205                          STATION DESCRIPTION
 KF1205
 KF1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KF1205'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) SOUTHWEST OF BELLEVILLE,
 KF1205'AT THE BELLEVILLE MUNICIPAL AIRPORT, AT THE NORTH END OF RUNWAY 18-36.
 KF1205'OWNERSHIP--CITY OF BELLEVILLE, BOX 280, BELLEVILLE, KASNAS 66935,
 KF1205'TELEPHONE 913-527-2288.  PERMISSION WAS OBTAINED FROM THE CITY
 KF1205'ATTORNEY, DOUG SIMMS, CITY HALL TELEPHONE IS 913-527-5316.  THE
 KF1205'REPUBLIC COUNTY SHERIFF DISPATCHER MUST BE NOTIFIED, TELEPHONE IS
 KF1205'913-527-5657.
 KF1205'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 81
 KF1205'BYPASS, ABOUT 1.6 KM (1.00 MI) SOUTHWEST OF BELLEVILLE, GO WEST ON US
 KF1205'HIGHWAY 36 FOR 1.09 KM (0.70 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 KF1205'TURN RIGHT AND GO NORTH FOR 0.07 KM (0.05 MI) TO THE AIRPORT OFFICE.
 KF1205'TURN RIGHT AND GO EAST, THEN NORTH, THEN WEST ON A ROAD, THEN A RAMP
 KF1205'FOR 0.25 KM (0.15 MI) TO RUWAY END 36.  TURN RIGHT AND GO NORTH
 KF1205'KEEPING TO THE SIDE OF THE RUNWAY FOR 1.03 KM (0.65 MI) TO A
 KF1205'TURN-AROUND AT RUNWAY END 18 AND THE STATION ON THE RIGHT.
 KF1205'THE STATION IS SET 16.0 M (52.5 FT) EAST OF THE RUNWAY CENTERLINE,
 KF1205'14.5 M (47.6 FT) NORTH-NORTHEAST OF THE FIRST RUNWAY LIGHT, 13.1 M
 KF1205'(43.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE TURN-AROUND AND 4.9
 KF1205'M (16.1 FT) SOUTHEAST OF THE TURN-AROUND EDGE.
 KF1205'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KF1205'DESCRIBED BY R.D.BALL
 KF1205
 KF1205                          STATION RECOVERY (1989)
 KF1205
 KF1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KF1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1451 ***********************************************************************
 HF1451  DESIGNATION -  BELMONT
 HF1451  PID         -  HF1451
 HF1451  STATE/COUNTY-  KS/KINGMAN
 HF1451  USGS QUAD   -  MURDOCK (1965)
 HF1451
 HF1451                         *CURRENT SURVEY CONTROL
 HF1451  ___________________________________________________________________
 HF1451* NAD 83(1997)-  37 31 13.57958(N)    097 58 19.24688(W)     ADJUSTED  
 HF1451* NAVD 88     -       481.5    (meters)    1580.     (feet)  VERTCON   
 HF1451  ___________________________________________________________________
 HF1451  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 HF1451  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HF1451
 HF1451  HORZ ORDER  -  FIRST
 HF1451
 HF1451.The horizontal coordinates were established by classical geodetic methods
 HF1451.and adjusted by the National Geodetic Survey in October 1998..
 HF1451
 HF1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1451
 HF1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1451
 HF1451.The geoid height was determined by GEOID03.
 HF1451
 HF1451;                    North         East     Units Scale Factor Converg.
 HF1451;SPC KS S     -   494,887.785   446,672.629   MT  0.99995980   +0 19 28.1
 HF1451;UTM  14      - 4,153,105.228   590,840.344   MT  0.99970164   +0 37 34.1
 HF1451
 HF1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1451!SPC KS S     -   0.99992889  x   0.99995980  =   0.99988869
 HF1451!UTM  14      -   0.99992889  x   0.99970164  =   0.99963055
 HF1451
 HF1451:                Primary Azimuth Mark                     Grid Az
 HF1451:SPC KS S     -  KINGMAN                                  294 11 03.0
 HF1451:UTM  14      -  KINGMAN                                  293 52 57.0
 HF1451
 HF1451|---------------------------------------------------------------------|
 HF1451| PID    Reference Object                     Distance      Geod. Az  |
 HF1451|                                                           dddmmss.s |
 HF1451| HG0045 KINGMAN                             APPROX.17.6 KM 2943031.1 |
 HF1451|---------------------------------------------------------------------|
 HF1451
 HF1451                          SUPERSEDED SURVEY CONTROL
 HF1451
 HF1451  NAD 83(1997)-  37 31 13.58491(N)    097 58 19.24828(W) AD(       ) 1
 HF1451  NAD 83(1986)-  37 31 13.58745(N)    097 58 19.24433(W) AD(       ) 1
 HF1451  NAD 27      -  37 31 13.52900(N)    097 58 18.03700(W) AD(       ) 1
 HF1451  NGVD 29 (07/19/86)  481.4    (m)         1579.     (f) VERT ANG       
 HF1451
 HF1451.Superseded values are not recommended for survey control.
 HF1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1451.See file dsdata.txt to determine how the superseded data were derived.
 HF1451
 HF1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9084053105(NAD 83)
 HF1451_MARKER: DD = SURVEY DISK
 HF1451_SETTING: 0 = UNSPECIFIED SETTING
 HF1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1451
 HF1451  HISTORY     - Date     Condition        Report By
 HF1451  HISTORY     - 1901     MONUMENTED       CGS
 HF1451  HISTORY     - 1934     MARK NOT FOUND   CGS
 HF1451  HISTORY     - 1935     MARK NOT FOUND   CGS
 HF1451  HISTORY     - 1940     MARK NOT FOUND   CGS
 HF1451
 HF1451                          STATION DESCRIPTION
 HF1451
 HF1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (ATM)
 HF1451'STATION IS IN THE SE 1/4 SECTION 16, T 29 S, R 6 W, ON LAND
 HF1451'OWNED (1901) BY JAMES BALDWIN ON THE E SIDE OF THE 1/4 SECTION
 HF1451'ABOUT 1/4 MILE FROM THE SE CORNER, NEAR THE ROAD AND ABOUT
 HF1451'75 YARDS SE OF MR. BALDWINS HOUSE.
 HF1451'
 HF1451'THE SURFACE UNDERGROUND MARKS ARE OLD TYPE BRONZE STATION
 HF1451'MARKS, SET IN CONCRETE IN A 6-INCH DRAIN TILE.  THE FLANGE OF
 HF1451'THE SURFACE MARK TILE IS FLUSH WITH THE GROUND.  TWO WITNESS
 HF1451'MARKS, EACH CONSISTING OF A 4-INCH DRAIN TILE FILLED WITH
 HF1451'CONCRETE, WITH A NAIL AT THE CENTER OF THE TOP, ARE FLUSH
 HF1451'WITH THE GROUND, ONE N AND THE OTHER S FROM THE STATION.
 HF1451
 HF1451                          STATION RECOVERY (1934)
 HF1451
 HF1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HF1451'STATION NOT RECOVERED ON THIS DATE.  IN THE SE 1/4 SECTION 16,
 HF1451'T 29 S, R 6 W, ON LAND OWNED BY CHAS. KURT, ON WICHITA, KANSAS,
 HF1451'IN A FIELD CULTIVATED BY F.W. KLAVER, OF BELMONT.  THE BALDWIN
 HF1451'HOUSE HAS BEEN REMOVED.  THERE IS NOTHING TO INDICATE WHERE
 HF1451'IT WAS LOCATED.  MR. W.H. ELLOTT, WHO REMEMBERED THE FARM
 HF1451'IMPROVEMENTS AND TOWER, AND MR. KLAVER WHO STRUCK THE MARK
 HF1451'WITH HIS PLOW, ASSISTED IN THE SEARCH.  THEY DID NOT AGREE
 HF1451'WITH EACH OTHER AS TO ITS LOCATION.
 HF1451
 HF1451                          STATION RECOVERY (1935)
 HF1451
 HF1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 HF1451'STATION SITE VISITED IN COMPANY WITH MR. F.W. KLAVER, WHO
 HF1451'HAS BEEN CULTIVATING THIS FIELD FOR SEVERAL YEARS IN WHEAT,
 HF1451'SEVERAL HOURS OF DIGGING WAS DONE AND A CONSIDERABLE AREA
 HF1451'WAS COVERED WITH PRODDING RODS WITHOUT FINDING ANY TRACE OF
 HF1451'STATION OR REFERENCES.  IT IS THOUGHT THE SURFACE MARKS
 HF1451'AND TILE REFERENCES HAVE BEEN TAKEN UP AND DESTROYED, BUT IT
 HF1451'IS ALSO THOUGHT THAT THE UNDERGROUND MARK OF STATION IS STILL
 HF1451'IN THE GROUND AT ITS ORIGINAL LOCATION.
 HF1451
 HF1451                          STATION RECOVERY (1940)
 HF1451
 HF1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1451'ALL SURFACE AND WITNESS MARKS HAVE BEEN DESTROYED.  STATION
 HF1451'EAGLE WAS ESTABLISHED NEAR STATION BELMONT AND THE OLD SUBSURFACE
 HF1451'MARK WAS RECOVERED BY INVERSE COMPUTATION.
 HF1451'
 HF1451'THE STATION IS RE-DESCRIBED AS FOLLOWS-
 HF1451'
 HF1451'THE SUBSURFACE MARK, THE TOP OF A QUART BOTTLE, WAS RECOVERED
 HF1451'AND LEFT IN PLACE.  A SURFACE MARK, A STANDARD BRONZE DISK
 HF1451'SET IN CONCRETE AS DESCRIBED IN NOTE 1A, WAS SET ABOVE THE
 HF1451'RECOVERED MARK AND ABOUT 14 INCHES BELOW GROUND LEVEL.  THE
 HF1451'DISK IS STAMPED BELMONT 1901.  THE MARK IS 11.138 METERS SSW
 HF1451'OF STATION EAGLE 1940.
 HF1451'
 HF1451'THE STATION IS LOCATED 0.75 MILE E OF BELMONT, IN THE E EDGE
 HF1451'OF A CULTIVATED FIELD, NEAR THE SE CORNER OF THE SE 1/4 SECTION
 HF1451'16, T 29 S, R 6 W.
 HF1451'
 HF1451'TO REACH STATION FROM THE RAILROAD STATION IN BELMONT, GO
 HF1451'W 0.15 MILE TO MAIN ROAD, TURN LEFT AND GO S 0.5 MILE TO A
 HF1451'SIDE ROAD LEFT, TURN LEFT AND GO E 1.0 MILE TO CROSS ROAD,
 HF1451'TURN LEFT AND GO N 0.2 MILE TO THE STATION ON THE LEFT, (W)
 HF1451'SIDE OF THE ROAD.
 HF1451'
 HF1451'NO NEW REFERENCE MARKS WERE ESTABLISHED.  THE DISTANCE AND
 HF1451'DIRECTION FROM EAGLE TO BELMONT WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0763 ***********************************************************************
 KG0763  DESIGNATION -  BELMONT
 KG0763  PID         -  KG0763
 KG0763  STATE/COUNTY-  KS/ROOKS
 KG0763  USGS QUAD   -  WEBSTER DAM (1979)
 KG0763
 KG0763                         *CURRENT SURVEY CONTROL
 KG0763  ___________________________________________________________________
 KG0763* NAD 83(1997)-  39 26 16.93903(N)    099 28 22.02226(W)     ADJUSTED  
 KG0763* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 KG0763  ___________________________________________________________________
 KG0763  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KG0763  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 KG0763
 KG0763  HORZ ORDER  -  THIRD
 KG0763
 KG0763.The horizontal coordinates were established by classical geodetic methods
 KG0763.and adjusted by the National Geodetic Survey in October 1998..
 KG0763
 KG0763.The orthometric height was scaled from a topographic map.
 KG0763
 KG0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0763
 KG0763.The geoid height was determined by GEOID03.
 KG0763
 KG0763;                    North         East     Units Scale Factor Converg.
 KG0763;SPC KS N     -   123,667.053   273,218.797   MT  0.99996218   -0 55 54.7
 KG0763;UTM  14      - 4,365,494.666   459,314.342   MT  0.99962038   -0 18 01.2
 KG0763
 KG0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0763!SPC KS N     -   0.99990720  x   0.99996218  =   0.99986938
 KG0763!UTM  14      -   0.99990720  x   0.99962038  =   0.99952761
 KG0763
 KG0763:                Primary Azimuth Mark                     Grid Az
 KG0763:SPC KS N     -  STOCKTON MUNICIPAL STANDPIPE             089 43 43.0
 KG0763:UTM  14      -  STOCKTON MUNICIPAL STANDPIPE             089 05 49.5
 KG0763
 KG0763|---------------------------------------------------------------------|
 KG0763| PID    Reference Object                     Distance      Geod. Az  |
 KG0763|                                                           dddmmss.s |
 KG0763| KG0756 STOCKTON MUNICIPAL STANDPIPE        APPROX.17.3 KM 0884748.3 |
 KG0763| CN7869 BELMONT RM 1                         12.877 METERS 18046     |
 KG0763| CN7870 BELMONT RM 2                         14.997 METERS 26800     |
 KG0763| CN7868 BELMONT AZ MK                                      3583738.6 |
 KG0763|---------------------------------------------------------------------|
 KG0763
 KG0763                          SUPERSEDED SURVEY CONTROL
 KG0763
 KG0763  NAD 83(1986)-  39 26 16.94465(N)    099 28 22.02346(W) AD(       ) 3
 KG0763  NAD 27      -  39 26 16.91600(N)    099 28 20.65200(W) AD(       ) 3
 KG0763
 KG0763.Superseded values are not recommended for survey control.
 KG0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0763.See file dsdata.txt to determine how the superseded data were derived.
 KG0763
 KG0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ5931465495(NAD 83)
 KG0763_MARKER: DS = TRIANGULATION STATION DISK
 KG0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0763
 KG0763  HISTORY     - Date     Condition        Report By
 KG0763  HISTORY     - 1950     MONUMENTED       CGS
 KG0763
 KG0763                          STATION DESCRIPTION
 KG0763
 KG0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0763'THE STATION IS LOCATED ABOUT 11.0 MILES WEST OF STOCKTON AND 3.0
 KG0763'MILES NORTHWEST OF WEBSTER ON HIGH GROUND ALONG THE RIGHT-OF-WAY
 KG0763'OF A NORTH-SOUTH GRADED ROAD.  IT IS ALONG THE WEST EDGE OF
 KG0763'A CULTIVATED FIELD, 157.0 FEET NORTH OF THE CENTER OF U.S.
 KG0763'HIGHWAY NO. 24, 112.0 FEET NORTH OF A TRIANGULAR BLAZED POWERLINE
 KG0763'POLE, 28.0 FEET EAST OF THE CENTER OF A GRADED ROAD AND 4.0
 KG0763'FEET SOUTH OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS
 KG0763'STAMPED BELMONT 1950.
 KG0763'
 KG0763'REFERENCE MARK NO. 1 IS ALONG THE WEST EDGE OF A CULTIVATED
 KG0763'FIELD AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 28.0
 KG0763'FEET EAST OF THE CENTER OF A GRADED ROAD, PROJECTS 5 INCHES AND
 KG0763'IS STAMPED BELMONT NO 1 1950.
 KG0763'
 KG0763'REFERENCE MARK NO. 2 IS ALONG THE EAST EDGE OF A CULTIVATED FIELD
 KG0763'ACROSS THE ROAD FROM THE STATION AND IS ABOUT 1.5 FEET BELOW
 KG0763'THE ELEVATION OF THE STATION.  IT IS 21.0 FEET WEST OF THE
 KG0763'CENTER OF A GRADED ROAD, PROJECTS 5 INCHES AND IS STAMPED
 KG0763'BELMONT NO 2 1950.
 KG0763'
 KG0763'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KG0763'IS 63.30 FEET.
 KG0763'
 KG0763'THE AZIMUTH MARK IS ALONG THE WEST SIDE OF THE ROAD RIGHT-OF-WAY,
 KG0763'19.0 FEET WEST OF THE CENTER OF A GRADED ROAD AND 1.5 FEET SOUTH
 KG0763'OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED BELMONT
 KG0763'1950.
 KG0763'
 KG0763'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 24
 KG0763'AND U.S. HIGHWAY NO. 183 ONE HALF BLOCK WEST OF THE POST
 KG0763'OFFICE IN STOCKTON, GO WEST ON U.S. HIGHWAY NO. 24 FOR 10.85
 KG0763'MILES TO A CROSSROAD.  HERE TURN RIGHT AND GO NORTH ON A GRADED
 KG0763'ROAD FOR ABOUT 50 YARDS AND THE STATION ALONG THE EAST ROAD
 KG0763'RIGHT-OF-WAY AS DESCRIBED.
 KG0763'
 KG0763'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRADED
 KG0763'ROAD FOR 0.2 MILE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1453 ***********************************************************************
 HF1453  DESIGNATION -  BELMONT COOP GRAIN ELEVATOR
 HF1453  PID         -  HF1453
 HF1453  STATE/COUNTY-  KS/KINGMAN
 HF1453  USGS QUAD   -  MURDOCK (1965)
 HF1453
 HF1453                         *CURRENT SURVEY CONTROL
 HF1453  ___________________________________________________________________
 HF1453* NAD 83(1997)-  37 31 28.16501(N)    097 59 14.31283(W)     ADJUSTED  
 HF1453* NAVD 88     -                                                        
 HF1453  ___________________________________________________________________
 HF1453  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HF1453  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HF1453
 HF1453  HORZ ORDER  -  THIRD
 HF1453
 HF1453.The horizontal coordinates were established by classical geodetic methods
 HF1453.and adjusted by the National Geodetic Survey in October 1998..
 HF1453
 HF1453
 HF1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1453
 HF1453.The geoid height was determined by GEOID03.
 HF1453
 HF1453;                    North         East     Units Scale Factor Converg.
 HF1453;SPC KS S     -   495,329.881   445,318.036   MT  0.99995932   +0 18 54.2
 HF1453;UTM  14      - 4,153,540.071   589,483.794   MT  0.99969863   +0 37 00.7
 HF1453
 HF1453                          SUPERSEDED SURVEY CONTROL
 HF1453
 HF1453  NAD 83(1997)-  37 31 28.17073(N)    097 59 14.31457(W) AD(       ) 4
 HF1453  NAD 83(1986)-  37 31 28.17275(N)    097 59 14.31038(W) AD(       ) 4
 HF1453  NAD 27      -  37 31 28.11232(N)    097 59 13.09080(W) AD(       ) 3
 HF1453
 HF1453.Superseded values are not recommended for survey control.
 HF1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1453.See file dsdata.txt to determine how the superseded data were derived.
 HF1453
 HF1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8948453540(NAD 83)
 HF1453_MARKER: 65 = GRAIN ELEVATOR
 HF1453
 HF1453  HISTORY     - Date     Condition        Report By
 HF1453  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1453  HISTORY     - 1962     GOOD             CGS
 HF1453
 HF1453                          STATION DESCRIPTION
 HF1453
 HF1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1453'THE STATION IS LOCATED IN THE VILLAGE OF BELMONT.
 HF1453'
 HF1453'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE 120 FEET TO TOP
 HF1453'OF TANKS WITH A 28 FOOT HEADHOUSE.  THE CENTER OF THE HEADHOUSE
 HF1453'WAS INTERSECTED.
 HF1453
 HF1453                          STATION RECOVERY (1962)
 HF1453
 HF1453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1453'THE 1957 DESCRIPTION IS ADEQUATE.
 HF1453'
 HF1453'THE LIGHT ATOP THE HEADHOUSE WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0835 ***********************************************************************
 KG0835  DESIGNATION -  BELOIT
 KG0835  PID         -  KG0835
 KG0835  STATE/COUNTY-  KS/MITCHELL
 KG0835  USGS QUAD   -  BELOIT (1978)
 KG0835
 KG0835                         *CURRENT SURVEY CONTROL
 KG0835  ___________________________________________________________________
 KG0835* NAD 83(1997)-  39 28 43.27747(N)    098 06 25.03409(W)     ADJUSTED  
 KG0835* NAVD 88     -       447.49   (+/-2cm)    1468.1    (feet)  VERTCON   
 KG0835  ___________________________________________________________________
 KG0835  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 KG0835  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 KG0835
 KG0835  HORZ ORDER  -  SECOND
 KG0835  VERT ORDER  -  THIRD ? (See Below)
 KG0835
 KG0835.The horizontal coordinates were established by classical geodetic methods
 KG0835.and adjusted by the National Geodetic Survey in October 1998..
 KG0835
 KG0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0835.The vertical order pertains to the NGVD 29 superseded value.
 KG0835
 KG0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0835
 KG0835.The geoid height was determined by GEOID03.
 KG0835
 KG0835;                    North         East     Units Scale Factor Converg.
 KG0835;SPC KS N     -   127,154.409   390,798.046   MT  0.99996475   -0 04 03.6
 KG0835;UTM  14      - 4,370,279.904   576,807.269   MT  0.99967263   +0 34 04.1
 KG0835
 KG0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0835!SPC KS N     -   0.99993398  x   0.99996475  =   0.99989874
 KG0835!UTM  14      -   0.99993398  x   0.99967263  =   0.99960664
 KG0835
 KG0835|---------------------------------------------------------------------|
 KG0835| PID    Reference Object                     Distance      Geod. Az  |
 KG0835|                                                           dddmmss.s |
 KG0835| KG0843 BELOIT NEW MUNICIPAL TANK           399.057 METERS 17229     |
 KG0835| KG0593 BELOIT MUNICIPAL TANK               APPROX. 1.5 KM 1802837.2 |
 KG0835| KG0596 BELOIT MITCHELL CO CTHSE TOWER      APPROX. 2.2 KM 1833752.6 |
 KG0835| CN7874 BELOIT RM 3                          26.688 METERS 19112     |
 KG0835| CN7872 BELOIT RM 1                          20.004 METERS 19522     |
 KG0835| KG0842 BELOIT AZ MK                        APPROX. 1.0 KM 2982144.1 |
 KG0835| CN7873 BELOIT RM 2                          17.858 METERS 33845     |
 KG0835|---------------------------------------------------------------------|
 KG0835
 KG0835                          SUPERSEDED SURVEY CONTROL
 KG0835
 KG0835  NAD 83(1986)-  39 28 43.28556(N)    098 06 25.03445(W) AD(       ) 2
 KG0835  NAD 27      -  39 28 43.26800(N)    098 06 23.86300(W) AD(       ) 2
 KG0835  NGVD 29 (07/19/86)  447.33   (m)         1467.6    (f) LEVELING    3  
 KG0835
 KG0835.Superseded values are not recommended for survey control.
 KG0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0835.See file dsdata.txt to determine how the superseded data were derived.
 KG0835
 KG0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7680770280(NAD 83)
 KG0835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KG0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0835_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0835+STABILITY: SURFACE MOTION
 KG0835
 KG0835  HISTORY     - Date     Condition        Report By
 KG0835  HISTORY     - 1950     MONUMENTED       CGS
 KG0835  HISTORY     - 1961     GOOD             CGS
 KG0835  HISTORY     - 1969     GOOD             CGS
 KG0835  HISTORY     - 1987     GOOD             NOS
 KG0835
 KG0835                          STATION DESCRIPTION
 KG0835
 KG0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0835'THE STATION IS LOCATED IN THE NORTH EDGE OF BELOIT ON LAND OWNED
 KG0835'BY THE STATE OF KANSAS.  IT IS 400 FEET SOUTH OF STATE HIGHWAY 9,
 KG0835'86 FEET SOUTH OF DRIVEWAY TO HOUSE, 51 FEET EAST OF THE CENTER OF
 KG0835'STATE HIGHWAY 129, 20 FEET EAST OF NORTH-SOUTH FENCE LINE AND
 KG0835'8.5 FEET WEST OF WITNESS POST.  IT IS STAMPED BELOIT 1950 AND
 KG0835'SET FLUSH WITH THE SURFACE OF THE GROUND.
 KG0835'
 KG0835'REFERENCE MARK NO. 1 IS ON THE SAME ELEVATION AS THE STATION,
 KG0835'22 FEET EAST OF THE CENTER OF STATE HIGHWAY 129 AND 1 FOOT EAST
 KG0835'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED BELOIT NO 1 1950 AND
 KG0835'PROJECTS 2 INCHES.
 KG0835'
 KG0835'REFERENCE MARK NO. 2 IS ON THE SAME ELEVATION AS THE STATION,
 KG0835'26 FEET SOUTH OF THE CENTER OF DRIVEWAY, 22 FEET EAST OF THE
 KG0835'CENTER OF STATE HIGHWAY 129, 3 FEET EAST-SOUTHEAST OF TELEPHONE
 KG0835'POLE AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KG0835'BELOIT NO 2 1950 AND PROJECTS 2 INCHES.
 KG0835'
 KG0835'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 KG0835'117.9 FEET.
 KG0835'
 KG0835'THE AZIMUTH MARK IS ON THE WEST RIGHT-OF-WAY OF STATE
 KG0835'HIGHWAY 14, 86 FEET SOUTH OF A FENCE CORNER, 31 FEET WEST
 KG0835'OF THE CENTER OF STATE HIGHWAY 14 AND 2.5 FEET NORTH OF
 KG0835'TELEPHONE POLE NO. 1R9.  IT IS STAMPED BELOIT 1950 AND PROJECTS
 KG0835'3 INCHES.
 KG0835'
 KG0835'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 KG0835'IN BELOIT, GO NORTH ON U.S. HIGHWAY 24 FOR 0.5 MILE TO POINT
 KG0835'WHERE U.S. HIGHWAY 24 TURNS WEST, CONTINUE NORTH ON STATE
 KG0835'HIGHWAY 129 FOR 0.95 MILE TO DRIVEWAY TO LARGE WHITE HOUSE
 KG0835'ON THE RIGHT AND STATION AS DESCRIBED.
 KG0835'
 KG0835'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 KG0835'HIGHWAY 129 FOR 0.1 MILE TO STATE HIGHWAY 9, TURN LEFT AND GO
 KG0835'WEST ON STATE HIGHWAY 9 FOR 0.5 MILE TO THE JUNCTION WITH
 KG0835'STATE HIGHWAY 14 AND U.S. HIGHWAY 24, TURN RIGHT AND GO NORTH
 KG0835'ON STATE HIGHWAY 14 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 KG0835'LEFT AS DESCRIBED.
 KG0835'
 KG0835'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KG0835
 KG0835                          STATION RECOVERY (1961)
 KG0835
 KG0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KG0835'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KG0835'CONDITION.
 KG0835
 KG0835                          STATION RECOVERY (1969)
 KG0835
 KG0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0835'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 KG0835'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 KG0835'HAS BEEN DESTROYED BY GRADING OPERATIONS.  THE DISTANCE AND
 KG0835'DIRECTION TO REFERENCE MARK NO. 2 CHECKED AND ALSO THE DIRECTION
 KG0835'BETWEEN THE AZIMUTH MARK AND THE BELOIT, MUNICIPAL WATER TANK
 KG0835'1950 CHECKED.
 KG0835'
 KG0835'REFERENCE MARK NO. 3 WAS SET.
 KG0835'
 KG0835'FOLLOWING IS A NEW DESCRIPTION.
 KG0835'
 KG0835'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9, 14, AND
 KG0835'U.S. HIGHWAY 24 AT THE NORTHWEST SIDE OF BELOIT, GO EAST ON U.S.
 KG0835'HIGHWAY 24 FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 KG0835'AND GO EAST ON A SURFACED ROAD FOR 0.2 MILE TO A LARGE WHITE HOUSE
 KG0835'ON THE LEFT AND THE STATION.
 KG0835'
 KG0835'STATION MARK, A STANDARD DISK STAMPED BELOIT 1950, IS SET IN THE
 KG0835'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KG0835'GROUND.  IT IS 88.5 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 52 FEET
 KG0835'EAST OF THE CENTER OF THE ROAD, 37 FEET SOUTH-SOUTHEAST OF THE
 KG0835'CENTER OF A FIRE HYDRANT, 14.5 FEET SOUTHWEST OF A BRACE FENCE POST,
 KG0835'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 KG0835'WAS NOT INSPECTED.
 KG0835'
 KG0835'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BELOIT NO. 2 1950, IS
 KG0835'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KG0835'IT IS 33 FEET EAST OF THE CENTER OF THE ROAD, 31 FEET SOUTH OF THE
 KG0835'CENTER OF THE DRIVEWAY, AND 3 FEET SOUTH-SOUTHEAST OF A POWERLINE
 KG0835'POLE.
 KG0835'
 KG0835'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BELOIT 1950 NO. 3 1969,
 KG0835'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 KG0835'IT IS 33 FEET EAST OF THE CENTER OF THE ROAD AND 1 FOOT NORTHEAST
 KG0835'OF A POWERLINE POLE.
 KG0835'
 KG0835'AZIMUTH MARK, A STANDARD DISK STAMPED BELOIT 1950, IS SET IN THE TOP
 KG0835'OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 86 FEET
 KG0835'SOUTH OF A FENCE CORNER, 31 FEET WEST OF THE CENTER OF STATE
 KG0835'HIGHWAY 14, 3 FEET NORTH OF A TELEPHONE POLE, AND 1 FOOT EAST OF A
 KG0835'METAL WITNESS POST.
 KG0835'
 KG0835'TO REACH THE AZIMUTH MARK FROM THE JUNCTION MENTIONED IN THE TO
 KG0835'REACH THE STATION, GO NORTH ON STATE HIGHWAY 14 FOR 0.1 MILE TO THE
 KG0835'AZIMUTH MARK ON THE LEFT.
 KG0835'
 KG0835'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE NORTH
 KG0835'OF BELOIT.
 KG0835
 KG0835                          STATION RECOVERY (1987)
 KG0835
 KG0835'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KG0835'THE STATION WAS RECOVERED AT THIS DATE.
 KG0835'RM 2, 3, AND THE AZIMUTH WERE ALSO RECOVERED IN GOOD CONDITION.
 KG0835'THE DISTANCES AND DIRECTIONS BY F SMITH IN 1969 WERE VERIFIED.
 KG0835'
 KG0835'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KG0835'
 KG0835'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0596 ***********************************************************************
 KG0596  DESIGNATION -  BELOIT MITCHELL CO CTHSE TOWER
 KG0596  PID         -  KG0596
 KG0596  STATE/COUNTY-  KS/MITCHELL
 KG0596  USGS QUAD   -  BELOIT (1978)
 KG0596
 KG0596                         *CURRENT SURVEY CONTROL
 KG0596  ___________________________________________________________________
 KG0596* NAD 83(1997)-  39 27 31.10330(N)    098 06 30.94282(W)     ADJUSTED  
 KG0596* NAVD 88     -                                                        
 KG0596  ___________________________________________________________________
 KG0596  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 KG0596  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 KG0596
 KG0596  HORZ ORDER  -  THIRD
 KG0596
 KG0596.The horizontal coordinates were established by classical geodetic methods
 KG0596.and adjusted by the National Geodetic Survey in October 1998..
 KG0596
 KG0596
 KG0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0596
 KG0596.The geoid height was determined by GEOID03.
 KG0596
 KG0596;                    North         East     Units Scale Factor Converg.
 KG0596;SPC KS N     -   124,928.799   390,654.164   MT  0.99996342   -0 04 07.4
 KG0596;UTM  14      - 4,368,053.484   576,688.110   MT  0.99967241   +0 33 59.5
 KG0596
 KG0596                          SUPERSEDED SURVEY CONTROL
 KG0596
 KG0596  NAD 83(1986)-  39 27 31.11258(N)    098 06 30.94272(W) AD(       ) 4
 KG0596  NAD 27      -  39 27 31.09600(N)    098 06 29.76900(W) AD(       ) 3
 KG0596
 KG0596.Superseded values are not recommended for survey control.
 KG0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0596.See file dsdata.txt to determine how the superseded data were derived.
 KG0596
 KG0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7668868053(NAD 83)
 KG0596_MARKER: 55 = TOWER
 KG0596
 KG0596  HISTORY     - Date     Condition        Report By
 KG0596  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0596  HISTORY     - 1987     GOOD             NOS
 KG0596
 KG0596                          STATION DESCRIPTION
 KG0596
 KG0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0596'THE STATION IS LOCATED 1 BLOCK WEST OF THE CENTER OF BELOIT IN THE
 KG0596'CITY SQUARE.  IT IS A BROWN STONE TWO STORY STRUCTURE WITH A CLOCK
 KG0596'TOWER OVER THE WEST AND MAIN ENTRANCE.  THE POINT OBSERVED UPON
 KG0596'WAS THE TOP OF THE CLOCK TOWER.
 KG0596
 KG0596                          STATION RECOVERY (1987)
 KG0596
 KG0596'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KG0596'THE STATION WAS RECOVERED AT THIS DATE.
 KG0596'STATION IS IN GOOD CONDITION.
 KG0596'
 KG0596'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0593 ***********************************************************************
 KG0593  DESIGNATION -  BELOIT MUNICIPAL TANK
 KG0593  PID         -  KG0593
 KG0593  STATE/COUNTY-  KS/MITCHELL
 KG0593  USGS QUAD   -  BELOIT (1978)
 KG0593
 KG0593                         *CURRENT SURVEY CONTROL
 KG0593  ___________________________________________________________________
 KG0593* NAD 83(1997)-  39 27 53.90496(N)    098 06 25.56438(W)     ADJUSTED  
 KG0593* NAVD 88     -                                                        
 KG0593  ___________________________________________________________________
 KG0593  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 KG0593  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 KG0593
 KG0593  HORZ ORDER  -  THIRD
 KG0593
 KG0593.The horizontal coordinates were established by classical geodetic methods
 KG0593.and adjusted by the National Geodetic Survey in October 1998..
 KG0593
 KG0593
 KG0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0593
 KG0593.The geoid height was determined by GEOID03.
 KG0593
 KG0593;                    North         East     Units Scale Factor Converg.
 KG0593;SPC KS N     -   125,631.825   390,783.572   MT  0.99996382   -0 04 04.0
 KG0593;UTM  14      - 4,368,757.696   576,809.680   MT  0.99967264   +0 34 03.2
 KG0593
 KG0593                          SUPERSEDED SURVEY CONTROL
 KG0593
 KG0593  NAD 83(1986)-  39 27 53.91522(N)    098 06 25.56459(W) AD(       ) 4
 KG0593  NAD 27      -  39 27 53.89900(N)    098 06 24.39300(W) AD(       ) 3
 KG0593
 KG0593.Superseded values are not recommended for survey control.
 KG0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0593.See file dsdata.txt to determine how the superseded data were derived.
 KG0593
 KG0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7681068758(NAD 83)
 KG0593_MARKER: 53 = ELEVATED TANK
 KG0593
 KG0593  HISTORY     - Date     Condition        Report By
 KG0593  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0593  HISTORY     - 1987     GOOD             NOS
 KG0593
 KG0593                          STATION DESCRIPTION
 KG0593
 KG0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0593'LOCATED ABOUT 5 BLOCKS NORTH OF THE COURT HOUSE ON THE EAST SIDE OF
 KG0593'N CAMPBELL AVENUE AND ON THE SOUTH SIDE OF E 7TH STREET.  IT IS A
 KG0593'4 LEGGED STEEL STRUCTURE ABOUT 80 FEET HIGH WITH THE LETTERING
 KG0593'BELOIT ON THE EAST AND WEST SIDES OF THE WATER TANK.  POINT
 KG0593'OBSERVED UPON FINIAL ON THE APEX OF THE TANK ROOF.
 KG0593
 KG0593                          STATION RECOVERY (1987)
 KG0593
 KG0593'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KG0593'THE STATION WAS RECOVERED AT THIS DATE.
 KG0593'STATION WAS IN GOOD CONDITION.
 KG0593'
 KG0593'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0843 ***********************************************************************
 KG0843  DESIGNATION -  BELOIT NEW MUNICIPAL TANK
 KG0843  PID         -  KG0843
 KG0843  STATE/COUNTY-  KS/MITCHELL
 KG0843  USGS QUAD   -  BELOIT (1978)
 KG0843
 KG0843                         *CURRENT SURVEY CONTROL
 KG0843  ___________________________________________________________________
 KG0843* NAD 83(1997)-  39 28 30.44929(N)    098 06 22.84839(W)     ADJUSTED  
 KG0843* NAVD 88     -                                                        
 KG0843  ___________________________________________________________________
 KG0843  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 KG0843  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 KG0843
 KG0843  HORZ ORDER  -  THIRD
 KG0843
 KG0843.The horizontal coordinates were established by classical geodetic methods
 KG0843.and adjusted by the National Geodetic Survey in October 1998..
 KG0843
 KG0843
 KG0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0843
 KG0843.The geoid height was determined by GEOID03.
 KG0843
 KG0843;                    North         East     Units Scale Factor Converg.
 KG0843;SPC KS N     -   126,758.739   390,849.817   MT  0.99996450   -0 04 02.2
 KG0843;UTM  14      - 4,369,884.947   576,863.409   MT  0.99967274   +0 34 05.4
 KG0843
 KG0843                          SUPERSEDED SURVEY CONTROL
 KG0843
 KG0843  NAD 83(1986)-  39 28 30.45757(N)    098 06 22.84816(W) AD(       ) 4
 KG0843
 KG0843.Superseded values are not recommended for survey control.
 KG0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0843.See file dsdata.txt to determine how the superseded data were derived.
 KG0843
 KG0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7686369885(NAD 83)
 KG0843_MARKER: 53 = ELEVATED TANK
 KG0843
 KG0843  HISTORY     - Date     Condition        Report By
 KG0843  HISTORY     - 1987     FIRST OBSERVED   NOS
 KG0843
 KG0843                          STATION DESCRIPTION
 KG0843
 KG0843'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KG0843'THE STATION IS THE NEW OVAL WATER TANK LOCATED IN THE NORTH PART OF
 KG0843'BELOIT.
 KG0843'
 KG0843'THIS TANK IS ABOUT 0.54 K (0.3 M) NORTH OF STATION BELOIT MUNICIPAL
 KG0843'WATER TANK.
 KG0843'
 KG0843'THE STATION IS 0.72 K (0.4 MI) SOUTH OF U.S. HWY 24 ON THE EAST
 KG0843'OF KANSAS HWY 14.  THE TANK IS PAINTED SILVER AND HAS SIX LEGS.
 KG0843'
 KG0843'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0887 ***********************************************************************
 HG0887  DESIGNATION -  BELPRE
 HG0887  PID         -  HG0887
 HG0887  STATE/COUNTY-  KS/EDWARDS
 HG0887  USGS QUAD   -  BELPRE (1972)
 HG0887
 HG0887                         *CURRENT SURVEY CONTROL
 HG0887  ___________________________________________________________________
 HG0887* NAD 83(1997)-  37 56 30.80968(N)    099 05 44.30019(W)     ADJUSTED  
 HG0887* NAVD 88     -       629.     (meters)    2064.     (feet)  SCALED    
 HG0887  ___________________________________________________________________
 HG0887  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HG0887  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 HG0887
 HG0887  HORZ ORDER  -  SECOND
 HG0887
 HG0887.The horizontal coordinates were established by classical geodetic methods
 HG0887.and adjusted by the National Geodetic Survey in October 1998..
 HG0887
 HG0887.The orthometric height was scaled from a topographic map.
 HG0887
 HG0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0887
 HG0887.The geoid height was determined by GEOID03.
 HG0887
 HG0887;                    North         East     Units Scale Factor Converg.
 HG0887;SPC KS S     -   541,697.855   347,646.018   MT  0.99993601   -0 21 57.7
 HG0887;UTM  14      - 4,199,372.114   491,596.534   MT  0.99960087   -0 03 31.7
 HG0887
 HG0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0887!SPC KS S     -   0.99990541  x   0.99993601  =   0.99984143
 HG0887!UTM  14      -   0.99990541  x   0.99960087  =   0.99950632
 HG0887
 HG0887:                Primary Azimuth Mark                     Grid Az
 HG0887:SPC KS S     -  BELPRE AZ MK                             002 43 08.7
 HG0887:UTM  14      -  BELPRE AZ MK                             002 24 42.7
 HG0887
 HG0887|---------------------------------------------------------------------|
 HG0887| PID    Reference Object                     Distance      Geod. Az  |
 HG0887|                                                           dddmmss.s |
 HG0887| CK8924 BELPRE AZ MK                                       0022111.0 |
 HG0887| CK8925 BELPRE RM 1                           7.368 METERS 00337     |
 HG0887| CK8926 BELPRE RM 2                           8.311 METERS 27228     |
 HG0887| HG0884 BELPRE ST BERNARDS CATH CH CUP      APPROX. 0.9 KM 3500103.3 |
 HG0887|---------------------------------------------------------------------|
 HG0887
 HG0887                          SUPERSEDED SURVEY CONTROL
 HG0887
 HG0887  NAD 83(1997)-  37 56 30.81707(N)    099 05 44.29994(W) AD(       ) 2
 HG0887  NAD 83(1986)-  37 56 30.81588(N)    099 05 44.29903(W) AD(       ) 2
 HG0887  NAD 27      -  37 56 30.75900(N)    099 05 42.92400(W) AD(       ) 2
 HG0887
 HG0887.Superseded values are not recommended for survey control.
 HG0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0887.See file dsdata.txt to determine how the superseded data were derived.
 HG0887
 HG0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG9159799372(NAD 83)
 HG0887_MARKER: DS = TRIANGULATION STATION DISK
 HG0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0887_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0887
 HG0887  HISTORY     - Date     Condition        Report By
 HG0887  HISTORY     - 1953     MONUMENTED       CGS
 HG0887
 HG0887                          STATION DESCRIPTION
 HG0887
 HG0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0887'THE STATION IS ABOUT 3/4 OF A MILE SOUTH OF THE VILLAGE OF
 HG0887'BELPRE AT THE SOUTHEAST POINT OF A TRIANGLE FORMED BY U.S.
 HG0887'HIGHWAY 281 AND TWO COUNTY ROADS.  IT IS 42 FEET NORTHWEST
 HG0887'OF THE CENTER OF A CROSSROADS, 7 FEET SOUTHEAST OF A POWERLINE
 HG0887'POLE AND 7 FEET SOUTHEAST OF A 4 X 4 INCH WHITE WITNESS POST.
 HG0887'
 HG0887'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19
 HG0887'AND U.S. HIGHWAY 281 IN BELPRE, GO SOUTH ON HIGHWAY 281 FOR 0.45
 HG0887'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH 0.3 MILE
 HG0887'TO THE STATION ON THE RIGHT.
 HG0887'
 HG0887'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 HG0887'THE DISK IS STAMPED BELPRE 1953.
 HG0887'
 HG0887'REFERENCE MARK 1 IS 18 FEET NORTH OF THE POWERLINE POLE AND
 HG0887'60 FEET NORTHEAST OF THE CENTER OF THE CROSSROADS.  THE MARK
 HG0887'PROJECTS 3 INCHES AND THE DISK IS STAMPED BELPRE NO 1 1953.
 HG0887'
 HG0887'REFERENCE MARK 2 IS 66 FEET NORTHEAST OF THE CENTER OF THE
 HG0887'CROSSROADS AND 25 FEET EAST OF THE POWERLINE POLE.  THE MARK
 HG0887'PROJECTS 3 INCHES AND THE DISK IS STAMPED BELPRE NO 2 1953.
 HG0887'
 HG0887'THE AZIMUTH MARK IS 36 FEET WEST OF THE CENTER OF THE HIGHWAY
 HG0887'AND 2 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.  THE
 HG0887'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BELPRE 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0886 ***********************************************************************
 HG0886  DESIGNATION -  BELPRE DOME NEAR CEN OF TOWN
 HG0886  PID         -  HG0886
 HG0886  STATE/COUNTY-  KS/EDWARDS
 HG0886  USGS QUAD   -  BELPRE (1972)
 HG0886
 HG0886                         *CURRENT SURVEY CONTROL
 HG0886  ___________________________________________________________________
 HG0886* NAD 83(1997)-  37 56 57.66602(N)    099 06 06.74372(W)     ADJUSTED  
 HG0886* NAVD 88     -                                                        
 HG0886  ___________________________________________________________________
 HG0886  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 HG0886  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 HG0886
 HG0886  HORZ ORDER  -  THIRD
 HG0886
 HG0886.The horizontal coordinates were established by classical geodetic methods
 HG0886.and adjusted by the National Geodetic Survey in October 1998..
 HG0886
 HG0886
 HG0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0886
 HG0886.The geoid height was determined by GEOID03.
 HG0886
 HG0886;                    North         East     Units Scale Factor Converg.
 HG0886;SPC KS S     -   542,529.341   347,103.403   MT  0.99993607   -0 22 11.5
 HG0886;UTM  14      - 4,200,200.400   491,049.651   MT  0.99960099   -0 03 45.5
 HG0886
 HG0886                          SUPERSEDED SURVEY CONTROL
 HG0886
 HG0886  NAD 83(1997)-  37 56 57.67357(N)    099 06 06.74310(W) AD(       ) 4
 HG0886  NAD 83(1986)-  37 56 57.67248(N)    099 06 06.74117(W) AD(       ) 4
 HG0886  NAD 27      -  37 56 57.62000(N)    099 06 05.36000(W) AD(       ) 3
 HG0886
 HG0886.Superseded values are not recommended for survey control.
 HG0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0886.See file dsdata.txt to determine how the superseded data were derived.
 HG0886
 HG0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9105000200(NAD 83)
 HG0886_MARKER: 87 = DOME
 HG0886
 HG0886  HISTORY     - Date     Condition        Report By
 HG0886  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0886  HISTORY     - 1953     GOOD             CGS
 HG0886
 HG0886                          STATION DESCRIPTION
 HG0886
 HG0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0886'POINT OBSERVED UPON IS THE CENTER OF A CUPOLA RESEMBLING A
 HG0886'CHINESE PAGODA.  THE BUILDING IS PROBABLY A SCHOOL, IS
 HG0886'APPROXIMATELY 50 FEET HIGH AND IS LOCATED IN THE CENTER OF
 HG0886'TOWN.  STATION WAS NOT VISITED.
 HG0886'
 HG0886'STATION WAS OBSERVED FROM TRIANGULATION STATIONS KELLER AND
 HG0886'RANDEL.
 HG0886
 HG0886                          STATION RECOVERY (1953)
 HG0886
 HG0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0886'BELPRE METHODIST CHURCH BELFRY.  A METAL COVERED BELFRY THAT
 HG0886'RESEMBLES A CHINESE PAGODA.  IT IS APPROXIMATELY 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0885 ***********************************************************************
 HG0885  DESIGNATION -  BELPRE MUNICIPAL TANK
 HG0885  PID         -  HG0885
 HG0885  STATE/COUNTY-  KS/EDWARDS
 HG0885  USGS QUAD   -  BELPRE (1972)
 HG0885
 HG0885                         *CURRENT SURVEY CONTROL
 HG0885  ___________________________________________________________________
 HG0885* NAD 83(1997)-  37 56 59.68944(N)    099 05 59.37062(W)     ADJUSTED  
 HG0885* NAVD 88     -                                                        
 HG0885  ___________________________________________________________________
 HG0885  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HG0885  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 HG0885
 HG0885  HORZ ORDER  -  THIRD
 HG0885
 HG0885.The horizontal coordinates were established by classical geodetic methods
 HG0885.and adjusted by the National Geodetic Survey in October 1998..
 HG0885
 HG0885
 HG0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0885
 HG0885.The geoid height was determined by GEOID03.
 HG0885
 HG0885;                    North         East     Units Scale Factor Converg.
 HG0885;SPC KS S     -   542,590.562   347,283.801   MT  0.99993608   -0 22 07.0
 HG0885;UTM  14      - 4,200,262.567   491,229.658   MT  0.99960095   -0 03 41.0
 HG0885
 HG0885                          SUPERSEDED SURVEY CONTROL
 HG0885
 HG0885  NAD 83(1997)-  37 56 59.69701(N)    099 05 59.37000(W) AD(       ) 4
 HG0885  NAD 83(1986)-  37 56 59.69588(N)    099 05 59.36873(W) AD(       ) 4
 HG0885  NAD 27      -  37 56 59.63500(N)    099 05 57.98600(W) AD(       ) 3
 HG0885
 HG0885.Superseded values are not recommended for survey control.
 HG0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0885.See file dsdata.txt to determine how the superseded data were derived.
 HG0885
 HG0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9123000263(NAD 83)
 HG0885_MARKER: 51 = TANK
 HG0885
 HG0885  HISTORY     - Date     Condition        Report By
 HG0885  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0885  HISTORY     - 1934     GOOD             CGS
 HG0885
 HG0885                          STATION DESCRIPTION
 HG0885
 HG0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0885'OBJECT OBSERVED UPON IS THE FINIAL ON THE MUNICIPALLY-OWNED
 HG0885'WATER TANK LOCATED IN THE SOUTH CENTRAL PART OF TOWN, ABOUT
 HG0885'2-1/2 BLOCKS WEST OF U.S. HIGHWAY 50 S.  TANK IS APPROXIMATELY
 HG0885'100 FEET TALL.
 HG0885'
 HG0885'OBSERVED UPON FROM STATIONS JOHNSON, LARNED, KINSLEY, RANDALL,
 HG0885'KELLER, LEE AND ERICKSON.
 HG0885
 HG0885                          STATION RECOVERY (1934)
 HG0885
 HG0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCM)
 HG0885'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0884 ***********************************************************************
 HG0884  DESIGNATION -  BELPRE ST BERNARDS CATH CH CUP
 HG0884  PID         -  HG0884
 HG0884  STATE/COUNTY-  KS/EDWARDS
 HG0884  USGS QUAD   -  BELPRE (1972)
 HG0884
 HG0884                         *CURRENT SURVEY CONTROL
 HG0884  ___________________________________________________________________
 HG0884* NAD 83(1997)-  37 56 58.06281(N)    099 05 50.35789(W)     ADJUSTED  
 HG0884* NAVD 88     -                                                        
 HG0884  ___________________________________________________________________
 HG0884  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HG0884  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 HG0884
 HG0884  HORZ ORDER  -  THIRD
 HG0884
 HG0884.The horizontal coordinates were established by classical geodetic methods
 HG0884.and adjusted by the National Geodetic Survey in October 1998..
 HG0884
 HG0884
 HG0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0884
 HG0884.The geoid height was determined by GEOID03.
 HG0884
 HG0884;                    North         East     Units Scale Factor Converg.
 HG0884;SPC KS S     -   542,539.001   347,503.502   MT  0.99993607   -0 22 01.5
 HG0884;UTM  14      - 4,200,212.202   491,449.559   MT  0.99960090   -0 03 35.5
 HG0884
 HG0884                          SUPERSEDED SURVEY CONTROL
 HG0884
 HG0884  NAD 83(1997)-  37 56 58.07028(N)    099 05 50.35762(W) AD(       ) 4
 HG0884  NAD 83(1986)-  37 56 58.06903(N)    099 05 50.35651(W) AD(       ) 4
 HG0884  NAD 27      -  37 56 58.01300(N)    099 05 48.98100(W) AD(       ) 3
 HG0884
 HG0884.Superseded values are not recommended for survey control.
 HG0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0884.See file dsdata.txt to determine how the superseded data were derived.
 HG0884
 HG0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9145000212(NAD 83)
 HG0884_MARKER: 86 = CUPOLA
 HG0884
 HG0884  HISTORY     - Date     Condition        Report By
 HG0884  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0884  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HG0884
 HG0884                          STATION DESCRIPTION
 HG0884
 HG0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0884'POINT OBSERVED IS THE CENTER OF A RED BRICK SQUARE CUPOLA WITH
 HG0884'A FLAG POLE IN CENTER.  IT IS APPROXIMATELY 40 FEET HIGH.  THE
 HG0884'BRICK BUILDING IS LOCATED IN THE CENTRAL PART OF BELPRE.  NOT
 HG0884'VISITED.
 HG0884'
 HG0884'STATION WAS OBSERVED FROM TRIANGULATION STATIONS KELLER AND
 HG0884'RANDEL.
 HG0884
 HG0884                          STATION RECOVERY (1934)
 HG0884
 HG0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCM)
 HG0884'ST. BERNARDS CATHOLIC CHURCH CUPOLA.  A RED TILE BRICK, SQUARE,
 HG0884'CUPOLA WITH A CROSS ON TOP.  IT IS APPROXIMATELY 40 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0780 ***********************************************************************
 KF0780  DESIGNATION -  BELVUE
 KF0780  PID         -  KF0780
 KF0780  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0780  USGS QUAD   -  BELVUE (1978)
 KF0780
 KF0780                         *CURRENT SURVEY CONTROL
 KF0780  ___________________________________________________________________
 KF0780* NAD 83(1997)-  39 13 00.06971(N)    096 12 11.21394(W)     ADJUSTED  
 KF0780* NAVD 88     -       294.315  (meters)     965.60   (feet)  ADJUSTED  
 KF0780  ___________________________________________________________________
 KF0780  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 KF0780  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 KF0780  DYNAMIC HT  -         294.124 (meters)     964.97  (feet)  COMP
 KF0780  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 KF0780
 KF0780  HORZ ORDER  -  THIRD
 KF0780  VERT ORDER  -  FIRST     CLASS II
 KF0780
 KF0780.The horizontal coordinates were established by classical geodetic methods
 KF0780.and adjusted by the National Geodetic Survey in October 1998..
 KF0780
 KF0780.The orthometric height was determined by differential leveling
 KF0780.and adjusted by the National Geodetic Survey in June 1991..
 KF0780
 KF0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0780
 KF0780.The geoid height was determined by GEOID03.
 KF0780
 KF0780.The dynamic height is computed by dividing the NAVD 88
 KF0780.geopotential number by the normal gravity value computed on the
 KF0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0780.degrees latitude (g = 980.6199 gals.).
 KF0780
 KF0780.The modeled gravity was interpolated from observed gravity values.
 KF0780
 KF0780;                    North         East     Units Scale Factor Converg.
 KF0780;SPC KS N     -    99,601.641   555,164.948   MT  0.99995703   +1 08 12.9
 KF0780;UTM  14      - 4,344,550.792   741,466.179   MT  1.00031797   +1 46 09.1
 KF0780
 KF0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0780!SPC KS N     -   0.99995861  x   0.99995703  =   0.99991564
 KF0780!UTM  14      -   0.99995861  x   1.00031797  =   1.00027656
 KF0780
 KF0780|---------------------------------------------------------------------|
 KF0780| PID    Reference Object                     Distance      Geod. Az  |
 KF0780|                                                           dddmmss.s |
 KF0780| CL6852 BELVUE RM 1                          21.181 METERS 02814     |
 KF0780| KF1016 ST MARYS MUNICIPAL TANK             APPROX.11.9 KM 0991152.6 |
 KF0780| KF1015 ST MARYS CATHOLIC COLLEGE TANK      APPROX.12.9 KM 1020012.8 |
 KF0780| KF1017 ST MARY ST MARYS COLLEGE STACK      APPROX.12.5 KM 1022958.8 |
 KF0780| KF1014 ST MARYS CATHOLIC CHURCH SPIRE      APPROX.12.2 KM 1025833.1 |
 KF0780| CL6853 BELVUE RM 2                          22.004 METERS 26914     |
 KF0780| CL6851 BELVUE AZ MK                                       2713839.4 |
 KF0780|---------------------------------------------------------------------|
 KF0780
 KF0780                          SUPERSEDED SURVEY CONTROL
 KF0780
 KF0780  NAD 83(1986)-  39 13 00.07575(N)    096 12 11.20998(W) AD(       ) 3
 KF0780  NAD 27      -  39 13 00.09000(N)    096 12 10.22300(W) AD(       ) 3
 KF0780
 KF0780.Superseded values are not recommended for survey control.
 KF0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0780.See file dsdata.txt to determine how the superseded data were derived.
 KF0780
 KF0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ4146644551(NAD 83)
 KF0780_MARKER: DS = TRIANGULATION STATION DISK
 KF0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0780_SP_SET: CONCRETE POST
 KF0780_STAMPING: BELVUE 1947
 KF0780_MARK LOGO: CGS   
 KF0780_PROJECTION: PROJECTING 8 CENTIMETERS
 KF0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0780+STABILITY: SURFACE MOTION
 KF0780
 KF0780  HISTORY     - Date     Condition        Report By
 KF0780  HISTORY     - 1947     MONUMENTED       CGS
 KF0780  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KF0780  HISTORY     - 1986     GOOD             NGS
 KF0780
 KF0780                          STATION DESCRIPTION
 KF0780
 KF0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0780'THE STATION IS LOCATED ABOUT 1.4 MILES WEST OF BELVUE,
 KF0780'AT THE WEST END OF A ROAD SIDE PARK.  IT IS 106 FEET SOUTH
 KF0780'OF THE CENTER OF U.S. HIGHWAY 40 AND 24, 58 FEET EAST OF A
 KF0780'SIDE ROAD LEADING SOUTH AND 60 FEET NORTH OF THE NORTH RAIL
 KF0780'OF THE RAILROAD TRACKS.  IT IS STAMPED BELVUE 1947 AND IS
 KF0780'FLUSH WITH THE SURFACE OF THE GROUND.
 KF0780'
 KF0780'REFERENCE MARK NO. 1 IS 91 FEET EAST OF A SIDE ROAD LEADING
 KF0780'SOUTH AND 44 FEET SOUTH OF U.S. HIGHWAY 24 AND 40.  IT IS
 KF0780'STAMPED BELVUE NO 1 1947 AND IS FLUSH WITH THE SURFACE OF
 KF0780'THE GROUND.
 KF0780'
 KF0780'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 KF0780'IN THE NORTHWEST END OF A CONCRETE CULVERT.  IT IS 11 FEET
 KF0780'WEST OF THE CENTER OF A SIDE ROAD LEADING SOUTH AND 60 FEET
 KF0780'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS.  IT IS STAMPED
 KF0780'BELVUE NO 2 1947.
 KF0780'
 KF0780'AZIMUTH MARK IS SET IN A DRILL HOLE IN THE CONCRETE ABUTMENT
 KF0780'AT THE NORTHEAST CORNER OF THE BRIDGE OVER THE VERMILLION
 KF0780'RIVER.  IT IS 13 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 KF0780'24 AND 40.  IT IS STAMPED BELVUE 1947
 KF0780'
 KF0780'TO REACH THE STATION FROM THE POST OFFICE IN BELVUE, GO WEST
 KF0780'ON U.S. HIGHWAY 24 AND 40 FOR 1.4 MILES TO THE STATION ON
 KF0780'THE LEFT AS DESCRIBED.
 KF0780'
 KF0780'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST ON
 KF0780'U.S. HIGHWAY 24 AND 40 FOR 0.5 MILE TO THE BRIDGE AND THE
 KF0780'AZIMUTH MARK AS DESCRIBED.
 KF0780'
 KF0780'A 47 FOOT SIGNAL AT SHAW IS VISIBLE AT 64 FEET.
 KF0780'
 KF0780'A 4 FOOT SIGNAL AT BEL IS VISIBLE AT 37 FEET.
 KF0780'
 KF0780'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0780
 KF0780                          STATION RECOVERY (1965)
 KF0780
 KF0780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0780'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF0780'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE
 KF0780'STATION MARK IS NOW ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND
 KF0780'AND A GRADER HAS SCRAPED THE NAME AND NUMBER OFF THE TOP OF
 KF0780'REFERENCE MARK NO. 1.
 KF0780
 KF0780                          STATION RECOVERY (1986)
 KF0780
 KF0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0780'32.1 KM (19.95 MI) EAST FROM MANHATTAN.
 KF0780'32.1 KM (19.95 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0780'STATION IN MANHATTAN, NEAR THE SOUTHWEST CORNER OF A ROADSIDE PARK,
 KF0780'32.4 M (106.3 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 24, 18.3 M
 KF0780'(60.0 FT) NORTH OF THE NEAR RAIL, 17.7 M (58.1 FT) EAST OF THE CENTER
 KF0780'OF A GRAVELED ROAD LEADING SOUTH, 10.0 M (32.8 FT) SOUTHWEST OF A SIGN
 KF0780'(THIS PARK PATROLLED BY KANSAS HIGHWAY PATROL), AND 6.4 M (21.0 FT)
 KF0780'SOUTHEAST OF THE CENTER OF A 36-INCH PINE TREE.
 KF0780'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0777 ***********************************************************************
 JG0777  DESIGNATION -  BEND
 JG0777  PID         -  JG0777
 JG0777  STATE/COUNTY-  KS/BARTON
 JG0777  USGS QUAD   -  GREAT BEND NE (1983)
 JG0777
 JG0777                         *CURRENT SURVEY CONTROL
 JG0777  ___________________________________________________________________
 JG0777* NAD 83(1997)-  38 22 34.24450(N)    098 45 59.13006(W)     ADJUSTED  
 JG0777* NAVD 88     -       563.     (meters)    1847.     (feet)  SCALED    
 JG0777  ___________________________________________________________________
 JG0777  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 JG0777  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0777
 JG0777  HORZ ORDER  -  SECOND
 JG0777
 JG0777.The horizontal coordinates were established by classical geodetic methods
 JG0777.and adjusted by the National Geodetic Survey in October 1998..
 JG0777
 JG0777.The orthometric height was scaled from a topographic map.
 JG0777
 JG0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0777
 JG0777.The geoid height was determined by GEOID03.
 JG0777
 JG0777;                    North         East     Units Scale Factor Converg.
 JG0777;SPC KS S     -   589,767.022   376,720.056   MT  0.99996788   -0 09 49.4
 JG0777;UTM  14      - 4,247,580.022   520,402.075   MT  0.99960513   +0 08 42.0
 JG0777
 JG0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0777!SPC KS S     -   0.99991574  x   0.99996788  =   0.99988362
 JG0777!UTM  14      -   0.99991574  x   0.99960513  =   0.99952090
 JG0777
 JG0777:                Primary Azimuth Mark                     Grid Az
 JG0777:SPC KS S     -  GREAT BEND LANE OIL CO MAST              037 06 02.8
 JG0777:UTM  14      -  GREAT BEND LANE OIL CO MAST              036 47 31.4
 JG0777
 JG0777|---------------------------------------------------------------------|
 JG0777| PID    Reference Object                     Distance      Geod. Az  |
 JG0777|                                                           dddmmss.s |
 JG0777| JG0764 GREAT BEND LANE OIL CO MAST         APPROX. 4.0 KM 0365613.4 |
 JG0777| CK8936 BEND AZ MK                                         0881624.7 |
 JG0777| JG0782 GREAT BEND ROSE CATH CHURCH         APPROX. 1.2 KM 1610011.9 |
 JG0777| CK8937 BEND RM 1                            27.034 METERS 17611     |
 JG0777| JG0779 GREAT BEND ST ROSE HOSP CUP         APPROX. 2.2 KM 2431033.4 |
 JG0777| JG0783 GREAT BEND REA RADIO MAST           APPROX. 4.3 KM 2492713.2 |
 JG0777| CK8938 BEND RM 2                            25.284 METERS 27026     |
 JG0777|---------------------------------------------------------------------|
 JG0777
 JG0777                          SUPERSEDED SURVEY CONTROL
 JG0777
 JG0777  NAD 83(1986)-  38 22 34.25193(N)    098 45 59.12948(W) AD(       ) 2
 JG0777  NAD 27      -  38 22 34.20900(N)    098 45 57.82500(W) AD(       ) 2
 JG0777
 JG0777.Superseded values are not recommended for survey control.
 JG0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0777.See file dsdata.txt to determine how the superseded data were derived.
 JG0777
 JG0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH2040247580(NAD 83)
 JG0777_MARKER: DS = TRIANGULATION STATION DISK
 JG0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0777_MARK LOGO: CGS   
 JG0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0777+STABILITY: SURFACE MOTION
 JG0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0777+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 JG0777
 JG0777  HISTORY     - Date     Condition        Report By
 JG0777  HISTORY     - 1953     MONUMENTED       CGS
 JG0777  HISTORY     - 19960530 GOOD             NFORK
 JG0777  HISTORY     - 20060705 GOOD             INDIV
 JG0777
 JG0777                          STATION DESCRIPTION
 JG0777
 JG0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0777'THE STATION IS IN SECTION 28, T 19 S, R 13 W, IN THE NORTHERN
 JG0777'PART OF THE CITY OF GREAT BEND, AT THE NORTH EDGE OF THE CITY
 JG0777'PARK, ABOUT HALF WAY BETWEEN THE BALL PARK WHICH IS IN THE
 JG0777'NORTHWEST CORNER OF THE PARK AND A RAILROAD TRACK AND U.S.
 JG0777'HIGHWAY 281 TO THE EAST, 68 FEET NORTH OF THE CENTER OF THE
 JG0777'PARK ROAD, 55.3 FEET WEST OF THE SOUTHWEST CORNER OF A MENS
 JG0777'LATRINE, AND 53 FEET SOUTH OF THE CENTER OF A MACADAM ROAD
 JG0777'THAT RUNS ON THE OUTSIDE EDGE OF THE PARK.
 JG0777'
 JG0777'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 JG0777'SQUARE IN GREAT BEND, GO NORTH ON U.S. HIGHWAY 281 FOR 0.55
 JG0777'MILE TO A PARK ENTRANCE ON THE LEFT, TURN LEFT IN THE PARK DRIVE,
 JG0777'THENCE NORTH AND WEST FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 JG0777'
 JG0777'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.1
 JG0777'MILE TO U.S. HIGHWAY 281, CROSS HIGHWAY AND CONTINUE EAST FOR
 JG0777'0.2 MILE TO A Y-JUNCTION, CONTINUE DUE EAST ON A GRAVELED ROAD
 JG0777'FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED BELOW.
 JG0777'
 JG0777'THE STATION MARK PROJECT 1-INCH AND THE DISK IS STAMPED BEND 1953.
 JG0777'
 JG0777'REFERENCE MARK 1 IS 22 FEET NORTH-NORTHWEST OF A POWERLINE POLE,
 JG0777'20 FEET SOUTH OF THE CENTER OF THE PARK ROAD AND 11.5 FEET
 JG0777'NORTHEAST OF THE NORTHEAST CORNER OF A CROQUET COURT.  THE MARK IS
 JG0777'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BEND NO 1 1953.
 JG0777'
 JG0777'REFERENCE MARK 2 IS 66 FEET NORTH OF THE CENTER OF THE PARK
 JG0777'ROAD, AND 55 FEET SOUTH OF THE CENTER OF THE MACADAM ROAD.  THE
 JG0777'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED BEND NO
 JG0777'2 1953.
 JG0777'
 JG0777'THE AZIMUTH MARK IS 40.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 JG0777'OF A SMALL WOODEN BRIDGE, 36 FEET NORTH OF THE CENTER OF THE
 JG0777'GRAVELED ROAD, 10 FEET NORTHWEST OF THE WEST END OF A CULVERT
 JG0777'AND 3 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES
 JG0777'AND THE DISK IS STAMPED BEND 1953.
 JG0777'
 JG0777'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JG0777
 JG0777                          STATION RECOVERY (1996)
 JG0777
 JG0777'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JG0777'RECOVERED AS DESCRIBED.
 JG0777
 JG0777                          STATION RECOVERY (2006)
 JG0777
 JG0777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLE)
 JG0777'FOUND MONUMENT BEND AT THE SURFACE OF THE GROUND AT THE NORTH END OF
 JG0777'BRITT SPAUGH PARK, N.W. OF THE PUBLIC RESTROOM N.W. OF THE NORTH
 JG0777'SHELTER HOUSE AND NORTH OF THE SWIMMING POOL.
 JG0777'88.7' SOUTH TO REFERENCE MARK BEND NO.1.
 JG0777'33.0' SOUTH TO THE BASE OF A 15 INCH LACE BARK ELM LEANING WEST.
 JG0777'53.3' S. TO THE BASE OF A WOODEN LIGHT POLE.
 JG0777'36.4' S.E. TO THE CONCRETE FOUNDATION AT THE N.W CORNER OF A MODERN
 JG0777'PUBLIC RESTROOM BUILDING (LATRINE REMOVED).
 JG0777'54.5' S.E. TO THE CONCRETE FOUNDATION AT THE N.E. CORNER OF THE ABOVE
 JG0777'RESTROOM BUILDING.
 JG0777'42.8' EAST TO BASE OF 36-INCH COTTONWOOD.
 JG0777'13.3' NORTH TO A 6-FOOT CHAINLINK FENCE.
 JG0777'60' S.W. TO THE TOP OF THE BACKSLOPE OF A STORM DRAIN POND.
 JG0777'SET A RAILROAD SPIKE ON THE EAST AND THE WEST SIDE OF THE MONUMENT TO
 JG0777'FACILITATE RECOVERY BY MAGNETIC LOCATOR.
 JG0777'DID NOT SEARCH FOR BEND NO.2 OR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0880 ***********************************************************************
 KF0880  DESIGNATION -  BENN
 KF0880  PID         -  KF0880
 KF0880  STATE/COUNTY-  KS/OTTAWA
 KF0880  USGS QUAD   -  BENNINGTON (1965)
 KF0880
 KF0880                         *CURRENT SURVEY CONTROL
 KF0880  ___________________________________________________________________
 KF0880* NAD 83(1997)-  39 00 34.43238(N)    097 37 02.87226(W)     ADJUSTED  
 KF0880* NAVD 88     -       403.     (meters)    1322.     (feet)  SCALED    
 KF0880  ___________________________________________________________________
 KF0880  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 KF0880  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 KF0880
 KF0880  HORZ ORDER  -  THIRD
 KF0880
 KF0880.The horizontal coordinates were established by classical geodetic methods
 KF0880.and adjusted by the National Geodetic Survey in October 1998..
 KF0880
 KF0880.The orthometric height was scaled from a topographic map.
 KF0880
 KF0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0880
 KF0880.The geoid height was determined by GEOID03.
 KF0880
 KF0880;                    North         East     Units Scale Factor Converg.
 KF0880;SPC KS N     -    75,138.883   433,131.975   MT  0.99996566   +0 14 31.3
 KF0880;UTM  14      - 4,318,747.121   619,702.491   MT  0.99977644   +0 52 13.2
 KF0880
 KF0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0880!SPC KS N     -   0.99994108  x   0.99996566  =   0.99990674
 KF0880!UTM  14      -   0.99994108  x   0.99977644  =   0.99971753
 KF0880
 KF0880:                Primary Azimuth Mark                     Grid Az
 KF0880:SPC KS N     -  BENNINGTON MUNICIPAL TANK                032 42 24.5
 KF0880:UTM  14      -  BENNINGTON MUNICIPAL TANK                032 04 42.6
 KF0880
 KF0880|---------------------------------------------------------------------|
 KF0880| PID    Reference Object                     Distance      Geod. Az  |
 KF0880|                                                           dddmmss.s |
 KF0880| KF0882 BENNINGTON MUNICIPAL TANK           APPROX. 3.4 KM 0325655.8 |
 KF0880| CN7883 BENN AZ MK                                         0843315.7 |
 KF0880| CN7884 BENN RM 1                            16.171 METERS 11342     |
 KF0880| CN7885 BENN RM 2                            13.965 METERS 29403     |
 KF0880|---------------------------------------------------------------------|
 KF0880
 KF0880                          SUPERSEDED SURVEY CONTROL
 KF0880
 KF0880  NAD 83(1986)-  39 00 34.44189(N)    097 37 02.87195(W) AD(       ) 3
 KF0880  NAD 27      -  39 00 34.44100(N)    097 37 01.74900(W) AD(       ) 3
 KF0880
 KF0880.Superseded values are not recommended for survey control.
 KF0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0880.See file dsdata.txt to determine how the superseded data were derived.
 KF0880
 KF0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1970218747(NAD 83)
 KF0880_MARKER: DS = TRIANGULATION STATION DISK
 KF0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0880
 KF0880  HISTORY     - Date     Condition        Report By
 KF0880  HISTORY     - 1950     MONUMENTED       CGS
 KF0880  HISTORY     - 1960     GOOD             CGS
 KF0880  HISTORY     - 1962     GOOD             CGS
 KF0880  HISTORY     - 1969     GOOD             CGS
 KF0880
 KF0880                          STATION DESCRIPTION
 KF0880
 KF0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0880'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH AND 1.5 MILES WEST
 KF0880'OF BENNINGTON ON A HIGH HILL OVERLOOKING THE SOLOMON RIVER TO THE
 KF0880'NORTH.  IT IS AT THE SOUTH EDGE OF A PASTURE ABOUT 0.3 MILE
 KF0880'WEST OF THE JUNCTION OF U.S. HIGHWAY NO. 81 AND STATE HIGHWAY
 KF0880'NO. 18, 0.2 MILE EAST OF A WINDMILL, AND 125 FEET NORTH OF
 KF0880'THE CENTER OF STATE HIGHWAY NO. 18, AND 5.0 FEET NORTH OF
 KF0880'THE EDGE OF A CUT BANK, AND 4.5 FEET NORTH OF A FENCE AND
 KF0880'3.0 FEET NORTHWEST OF A WITNESS POST.  IT PROJECTS 4 INCHES
 KF0880'AND IS STAMPED BENN 1950.
 KF0880'
 KF0880'REFERENCE MARK NO. 1 IS 125.0 FEET NORTH OF THE CENTER OF
 KF0880'STATE HIGHWAY NO. 18, 5.0 FEET NORTH OF THE EDGE OF A CUT
 KF0880'BANK AND 4.5 FEET NORTH OF A FENCE.  IT PROJECTS 3 INCHES
 KF0880'AND IS STAMPED BENN NO 1 1950.
 KF0880'
 KF0880'REFERENCE MARK NO. 2 IS 125.0 FEET NORTH OF THE CENTER OF
 KF0880'STATE HIGHWAY NO. 18, 5.0 FEET NORTH OF THE EDGE OF A CUT BANK
 KF0880'AND 4.5 FEET NORTH OF A FENCE.  IT PROJECTS 2 INCHES AND IS
 KF0880'STAMPED BENN NO 2 1950.
 KF0880'
 KF0880'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KF0880'NO. 2 IS 98.8 FEET.
 KF0880'
 KF0880'THE AZIMUTH MARK IS ABOUT 0.05 MILE NORTH OF THE JUNCTION
 KF0880'OF U.S. HIGHWAY NO. 81 AND STATE HIGHWAY NO. 18, 90.0 FEET
 KF0880'EAST OF THE CENTER OF U.S. HIGHWAY NO. 81, AND 2.0 FEET SOUTH
 KF0880'OF A TELEPHONE POLE, AND 2.0 FEET NORTH OF A WITNESS POST AND
 KF0880'1.5 FEET WEST OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 KF0880'BENN 1950.
 KF0880'
 KF0880'TO REACH THE STATION FROM THE MAIN INTERSECTION IN BENNINGTON,
 KF0880'GO WEST ON STATE HIGHWAY NO. 18 FOR 1.0 MILE TO THE JUNCTION
 KF0880'WITH U.S. HIGHWAY NO. 81, TURN LEFT AND GO SOUTH ON U.S. HIGHWAY
 KF0880'NO. 81 AND STATE HIGHWAY NO. 18 FOR 1.5 MILES TO THE AZIMUTH
 KF0880'MARK ON THE LEFT AS DESCRIBED, CONTINUE SOUTH ON THESE HIGHWAYS
 KF0880'FOR 0.05 MILE TO WHERE STATE HIGHWAY NO. 18 TURNS RIGHT, HERE
 KF0880'TURN RIGHT AND GO WEST FOR 0.3 MILE TO A CUT AND THE STATION
 KF0880'ON THE RIGHT AT TOP OF BANK AS DESCRIBED.
 KF0880
 KF0880                          STATION RECOVERY (1960)
 KF0880
 KF0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 KF0880'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE
 KF0880'RECOVERED, FOUND TO BE AS DESCRIBED IN 1950 AND IN GOOD
 KF0880'CONDITION.
 KF0880'
 KF0880'THE 1950 ROUTE TO THE STATION WAS USED IN RECOVERY AND
 KF0880'FOUND TO BE ENTIRELY ADEQUATE.
 KF0880'
 KF0880'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF0880'FOUND IN GOOD CONDITION.  THE CONSTRUCTION FOR NEW STATE
 KF0880'HIGHWAY 18 WILL MOVE SOUTH OF THE OLD HIGHWAY AT THIS POINT,
 KF0880'SO THE STATION WILL BE A 100 YARDS OR MORE NORTH OF THE
 KF0880'CENTERLINE OF NEW STATE HIGHWAY 18.
 KF0880
 KF0880                          STATION RECOVERY (1962)
 KF0880
 KF0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KF0880'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KF0880'GOOD CONDITION.  THE CONSTRUCTION FOR NEW STATE HIGHWAY 18 WILL MOVE
 KF0880'SOUTH OF THE OLD HIGHWAY AT THIS POINT, SO THE STATION WILL BE A
 KF0880'100 YARDS OR MORE NORTH OF THE CENTERLINE OF NEW STATE HIGHWAY 18.
 KF0880
 KF0880                          STATION RECOVERY (1969)
 KF0880
 KF0880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0880'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KF0880'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KF0880'
 KF0880'A METAL WITNESS POST WAS SET 4.5 FEET SOUTH OF THE STATION MARK.
 KF0880'
 KF0880'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KF0880'
 KF0880'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE SOUTH SIDE OF
 KF0880'BENNINGTON, GO WEST ON STATE HIGHWAY 18 FOR 1.0 MILE TO THE
 KF0880'JUNCTION OF U.S. HIGHWAY 81.  TURN LEFT AND GO SOUTH ON HIGHWAY 81
 KF0880'FOR 1.6 MILES TO WHERE HIGHWAY 18 TURNS WEST.  TURN RIGHT AND GO
 KF0880'WEST ON STATE HIGHWAY 18 FOR 0.3 MILE AND THE STATION ON THE
 KF0880'RIGHT ABOUT 100 YARDS NORTH OF THE HIGHWAY.
 KF0880'
 KF0880'AZIMUTH MARK IS 0.15 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 81
 KF0880'AND STATE HIGHWAY 18 LEADING WEST, ON THE EAST SIDE OF HIGHWAY 81.
 KF0880'
 KF0880'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 KF0880'SOUTH AND 1.5 MILES WEST OF BENNINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0277 ***********************************************************************
 HJ0277  DESIGNATION -  BENNET
 HJ0277  PID         -  HJ0277
 HJ0277  STATE/COUNTY-  KS/HAMILTON
 HJ0277  USGS QUAD   -  DURKEE CREEK NE (1966)
 HJ0277
 HJ0277                         *CURRENT SURVEY CONTROL
 HJ0277  ___________________________________________________________________
 HJ0277* NAD 83(1997)-  37 58 04.24676(N)    102 02 38.87336(W)     ADJUSTED  
 HJ0277* NAVD 88     -      1062.48   (+/-2cm)    3485.8    (feet)  VERTCON   
 HJ0277  ___________________________________________________________________
 HJ0277  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 HJ0277  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 HJ0277
 HJ0277  HORZ ORDER  -  FIRST
 HJ0277  VERT ORDER  -  THIRD ? (See Below)
 HJ0277
 HJ0277.The horizontal coordinates were established by classical geodetic methods
 HJ0277.and adjusted by the National Geodetic Survey in October 1998..
 HJ0277
 HJ0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0277.The vertical order pertains to the NGVD 29 superseded value.
 HJ0277
 HJ0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0277
 HJ0277.The geoid height was determined by GEOID03.
 HJ0277
 HJ0277;                    North         East     Units Scale Factor Converg.
 HJ0277;SPC KS S     -   550,329.279    88,669.170   MT  0.99993630   -2 10 40.7
 HJ0277;SPC CO S     -   454,827.706 1,217,986.724   MT  0.99994811   +2 07 11.1
 HJ0277;SPC CO S     - 1,492,213.90  3,996,011.44   sFT  0.99994811   +2 07 11.1
 HJ0277;UTM  13      - 4,206,370.228   759,658.880   MT  1.00043049   +1 49 10.3
 HJ0277;UTM  14      - 4,206,620.276   232,585.879   MT  1.00048084   -1 52 26.1
 HJ0277
 HJ0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0277!SPC KS S     -   0.99983709  x   0.99993630  =   0.99977340
 HJ0277!SPC CO S     -   0.99983709  x   0.99994811  =   0.99978521
 HJ0277!UTM  13      -   0.99983709  x   1.00043049  =   1.00026751
 HJ0277!UTM  14      -   0.99983709  x   1.00048084  =   1.00031785
 HJ0277
 HJ0277:                Primary Azimuth Mark                     Grid Az
 HJ0277:SPC KS S     -  SYRACUSE MUNICIPAL TANK                  089 11 01.4
 HJ0277:SPC CO S     -  SYRACUSE MUNICIPAL TANK                  084 53 09.6
 HJ0277:UTM  13      -  SYRACUSE MUNICIPAL TANK                  085 11 10.4
 HJ0277:UTM  14      -  SYRACUSE MUNICIPAL TANK                  088 52 46.8
 HJ0277
 HJ0277|---------------------------------------------------------------------|
 HJ0277| PID    Reference Object                     Distance      Geod. Az  |
 HJ0277|                                                           dddmmss.s |
 HJ0277| HH0846 SYRACUSE MUNICIPAL TANK             APPROX.25.4 KM 0870020.7 |
 HJ0277| CM8409 BENNET AZ MK                                       1813752.0 |
 HJ0277| CM8411 BENNET RM 2                          31.830 METERS 26905     |
 HJ0277| JJ0784 HOLLY MUNICIPAL TANK                APPROX.11.3 KM 3232907.3 |
 HJ0277| CM8410 BENNET RM 1                          34.287 METERS 35735     |
 HJ0277|---------------------------------------------------------------------|
 HJ0277
 HJ0277                          SUPERSEDED SURVEY CONTROL
 HJ0277
 HJ0277  NAD 83(1997)-  37 58 04.24678(N)    102 02 38.87334(W) AD(       ) 1
 HJ0277  NAD 83(1997)-  37 58 04.24694(N)    102 02 38.87276(W) AD(       ) 1
 HJ0277  NAD 83(1986)-  37 58 04.24734(N)    102 02 38.86788(W) AD(       ) 1
 HJ0277  NAD 27      -  37 58 04.20373(N)    102 02 37.20800(W) AD(       ) 1
 HJ0277  NGVD 29 (07/19/86) 1062.05   (m)         3484.4    (f) LEVELING    3  
 HJ0277
 HJ0277.Superseded values are not recommended for survey control.
 HJ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0277.See file dsdata.txt to determine how the superseded data were derived.
 HJ0277
 HJ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5965906370(NAD 83)
 HJ0277_MARKER: DS = TRIANGULATION STATION DISK
 HJ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0277
 HJ0277  HISTORY     - Date     Condition        Report By
 HJ0277  HISTORY     - 1934     MONUMENTED       CGS
 HJ0277  HISTORY     - 1954     GOOD             CGS
 HJ0277
 HJ0277                          STATION DESCRIPTION
 HJ0277
 HJ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HJ0277'THE STATION IS LOCATED ABOUT 6 MILES S OF COOLIDGE AND IS IN
 HJ0277'PASTURE LAND IN NE 1/4 OF FRACTIONAL SEC. 16, T 24 S, R 43 W.
 HJ0277'ON LAND OWNED BY A WICHITA TRUST COMPANY, AT THE PRESENT
 HJ0277'TIME LEASED BY A.H. BENNETT WHO LIVES ABOUT 1-1/2 MILES E
 HJ0277'OF THE STATION.
 HJ0277'
 HJ0277'THE STATION MARK PROJECTS 6 INCHES AND IS 125.5 FEET E OF THE
 HJ0277'N AND S FENCE ON THE KANSAS-COLORADO BOUNDARY.
 HJ0277'
 HJ0277'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HJ0277'BRONZE DISKS SET IN CONCRETE.
 HJ0277'
 HJ0277'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS N OF THE STATION.
 HJ0277'IT IS 124 FEET E OF THE STATE LINE FENCE.
 HJ0277'
 HJ0277'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS W OF THE STATION.
 HJ0277'IT IS 21 FEET E OF THE STATE LINE FENCE.
 HJ0277'
 HJ0277'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS S OF THE STATION.
 HJ0277'IT IS 51 FEET W OF THE STATE LINE FENCE, 120 FEET E OF A LONE
 HJ0277'STEEL WINDMILL TOWER, AND 0.7 MILE N OF A GATE AND CATTLEGUARD
 HJ0277'IN THE STATE LINE FENCE.
 HJ0277'
 HJ0277'TO REACH THE STATION FROM COOLIDGE, A SMALL TOWN ON U.S. HIGHWAY
 HJ0277'50, AND THE ATKINSON TOPEKA AND SANTA FE RAILROAD, GO S ON
 HJ0277'GRADED ROAD FROM THE SHELL SERVICE STATION ON U.S. HIGHWAY
 HJ0277'50 FOR 0.1 MILE TO THE RAILROAD TRACKS.  CROSS TRACKS AND GO
 HJ0277'0.1 MILE, W 0.1 MILE, AND S 0.8 MILE TO THE S END OF THE BRIDGE
 HJ0277'OVER THE ARKANSAS RIVER.  HERE TURN RIGHT AND GO W 0.4 MILE.
 HJ0277'THEN TURN LEFT, S, AND GO 5.7 MILES TO A CROSSROADS.  (THERE
 HJ0277'IS A SMALL HOUSE AND WINDMILL ABOUT 1/2 MILE S OF THIS POINT.)
 HJ0277'HERE TURN RIGHT, W, AND GO 1.5 MILES ON TRACK SECTION LINE
 HJ0277'ROAD TO A GATE AND CATTLE GUARD IN N AND S FENCE WHICH FENCE
 HJ0277'IS ON THE STATE LINE.  HERE TURN RIGHT AND GO N ALONG THE W SIDE
 HJ0277'OF THE FENCE 0.7 MILE TO A LONE WINDMILL TOWER 60 YARDS W OF
 HJ0277'THE FENCE.  (THE AZIMUTH MARK IS 120 FEET E OF THIS
 HJ0277'TOWER).  CONTINUE N ALONG THE W SIDE OF THE FENCE 0.9 MILE TO
 HJ0277'THE STATION.
 HJ0277'
 HJ0277'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 HJ0277
 HJ0277                          STATION RECOVERY (1954)
 HJ0277
 HJ0277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0277'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 HJ0277'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 HJ0277'
 HJ0277'THE STATION IS LOCATED IN PASTURE LAND ON THE HIGHEST POINT
 HJ0277'OF A LOW RIDGE.  IT IS ABOUT 7 MILES AIRLINE SOUTHEAST OF HOLLY,
 HJ0277'5.5 MILES AIRLINE SOUTH-SOUTHWEST OF COOLIDGE, AND 8 MILES
 HJ0277'AIRLINE NORTHEAST OF CHENEYCENTER.
 HJ0277'
 HJ0277'TO REACH FROM THE POST OFFICE IN COOLIDGE, GO WEST ON U.S.
 HJ0277'HIGHWAY 50 FOR 100 YARDS TO A CROSS ROAD AT A SERVICE STATION.
 HJ0277'TURN LEFT AND GO SOUTH ON THE MAIN ROAD FOR 4.7 MILES TO A
 HJ0277'FARM HOUSE ON THE RIGHT.  CONTINUE SOUTH FOR 0.3 MILE TO A FENCE
 HJ0277'CORNER ON THE RIGHT.  TURN RIGHT AND FOLLOW A TRACK ROAD WEST
 HJ0277'ALONG THE SOUTH SIDE OF THE FENCE LINE FOR 1.0 MILE TO A SIDE
 HJ0277'ROAD ON THE LEFT.  GO SOUTH ON THE SIDE ROAD FOR 0.1 MILE.
 HJ0277'TURN RIGHT, WEST, AND GO CROSS COUNTRY FOR 0.4 MILE TO THE
 HJ0277'HIGHEST POINT OF THE LOW RIDGE AND THE STATION.
 HJ0277'
 HJ0277'THE STATION MARK IS A STANDARD DISK STAMPED BENNET 1934, SET
 HJ0277'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0277'8 INCHES.  IT IS 124.0 FEET EAST OF A FENCE LINE AND 5.8 FEET
 HJ0277'EAST-SOUTHEAST OF A WITNESS POST.
 HJ0277'
 HJ0277'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BENNET NO 1
 HJ0277'1934, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT THAT
 HJ0277'PROJECTS 6 INCHES.  IT IS 124 FEET EAST OF THE FENCE LINE AND
 HJ0277'ABOUT THE SAME ELEVATION AS THE STATION.
 HJ0277'
 HJ0277'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BENNET NO
 HJ0277'2 1934, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 HJ0277'THAT PROJECTS 6 INCHES.  IT IS 19.6 FEET EAST OF THE FENCE
 HJ0277'LINE AND ABOUT 2 FEET LOWER THAN THE STATION.
 HJ0277'
 HJ0277'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 HJ0277'BENNET 1934 AZIMUTH, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 HJ0277'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 51 FEET WEST OF A FENCE
 HJ0277'LINE AND 120 FEET EAST OF A WINDMILL.  TO REACH FROM THE
 HJ0277'STATION, GO SOUTH ON A TRACK ROAD ALONG EAST SIDE OF FENCE LINE
 HJ0277'FOR 1.0 MILE TO THE WINDMILL AND THE AZIMUTH MARK WEST OF THE
 HJ0277'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1423 ***********************************************************************
 HF1423  DESIGNATION -  BENNETT
 HF1423  PID         -  HF1423
 HF1423  STATE/COUNTY-  KS/HARPER
 HF1423  USGS QUAD   -  ADAMS (1971)
 HF1423
 HF1423                         *CURRENT SURVEY CONTROL
 HF1423  ___________________________________________________________________
 HF1423* NAD 83(1997)-  37 23 10.13109(N)    097 52 45.08665(W)     ADJUSTED  
 HF1423* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 HF1423  ___________________________________________________________________
 HF1423  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 HF1423  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 HF1423
 HF1423  HORZ ORDER  -  THIRD
 HF1423
 HF1423.The horizontal coordinates were established by classical geodetic methods
 HF1423.and adjusted by the National Geodetic Survey in October 1998..
 HF1423
 HF1423.The orthometric height was scaled from a topographic map.
 HF1423
 HF1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1423
 HF1423.The geoid height was determined by GEOID03.
 HF1423
 HF1423;                    North         East     Units Scale Factor Converg.
 HF1423;SPC KS S     -   480,034.662   454,976.995   MT  0.99997866   +0 22 53.4
 HF1423;UTM  14      - 4,138,299.663   599,220.313   MT  0.99972127   +0 40 50.1
 HF1423
 HF1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1423!SPC KS S     -   0.99993949  x   0.99997866  =   0.99991815
 HF1423!UTM  14      -   0.99993949  x   0.99972127  =   0.99966078
 HF1423
 HF1423:                Primary Azimuth Mark                     Grid Az
 HF1423:SPC KS S     -  NORWICH MUNICIPAL TANK                   020 26 39.6
 HF1423:UTM  14      -  NORWICH MUNICIPAL TANK                   020 08 42.9
 HF1423
 HF1423|---------------------------------------------------------------------|
 HF1423| PID    Reference Object                     Distance      Geod. Az  |
 HF1423|                                                           dddmmss.s |
 HF1423| HF1414 NORWICH MUNICIPAL TANK              APPROX. 8.2 KM 0204933.0 |
 HF1423| CL4282 BENNETT AZ MK                                      0504104.8 |
 HF1423| CL4283 BENNETT RM 1                         27.047 METERS 21428     |
 HF1423| CL4284 BENNETT RM 2                         31.382 METERS 30203     |
 HF1423|---------------------------------------------------------------------|
 HF1423
 HF1423                          SUPERSEDED SURVEY CONTROL
 HF1423
 HF1423  NAD 83(1997)-  37 23 10.13606(N)    097 52 45.08756(W) AD(       ) 3
 HF1423  NAD 83(1986)-  37 23 10.13917(N)    097 52 45.08268(W) AD(       ) 3
 HF1423  NAD 27      -  37 23 10.07405(N)    097 52 43.88540(W) AD(       ) 3
 HF1423
 HF1423.Superseded values are not recommended for survey control.
 HF1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1423.See file dsdata.txt to determine how the superseded data were derived.
 HF1423
 HF1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9922038300(NAD 83)
 HF1423_MARKER: DS = TRIANGULATION STATION DISK
 HF1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1423
 HF1423  HISTORY     - Date     Condition        Report By
 HF1423  HISTORY     - 1957     MONUMENTED       CGS
 HF1423  HISTORY     - 1969     GOOD             USGS
 HF1423
 HF1423                          STATION DESCRIPTION
 HF1423
 HF1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1423'STATION IS LOCATED AT THE HARPER-KINGMAN COUNTY LINE, AIRLINE,
 HF1423'ABOUT 10-1/2 MILES NORTHEAST OF HARPER, 5 MILES SOUTH SOUTHWEST
 HF1423'OF NORWICH AND ON THE RIGHT-OF-WAY OF STATE HIGHWAY 2.
 HF1423'
 HF1423'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S.
 HF1423'HIGHWAY 160 AND STATE HIGHWAY 2 AT THE SOUTHEAST EDGE OF HARPER,
 HF1423'GO NORTHEAST ON HIGHWAY 2 FOR 6.8 MILES TO A CROSSROAD EAST OF
 HF1423'THE ELEVATOR IN RUNNYMEDE, CONTINUE NORTHEAST ON THE HIGHWAY
 HF1423'FOR 3.6 MILES TO A CROSSROAD AND THE STATION IN THE NORTHWEST
 HF1423'ANGLE OF THE INTERSECTION.
 HF1423'
 HF1423'STATION MARK, STAMPED BENNETT 1957, IS A STANDARD DISK SET IN
 HF1423'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 HF1423'INCHES.  IT IS 75.8 FEET NORTHWEST OF THE CENTERLINE OF THE
 HF1423'HIGHWAY, 12.5 FEET SOUTH SOUTHEAST OF A TELEPHONE POLE AND 4.1
 HF1423'FEET NORTHEAST OF A WITNESS POST.
 HF1423'
 HF1423'REFERENCE MARK NUMBER 1, STAMPED BENNETT NO 1 1957, IS A
 HF1423'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 HF1423'THAT PROJECTS 2 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE
 HF1423'STATION.  IT IS 32 FEET NORTH NORTHWEST OF THE CENTERLINE OF
 HF1423'THE DIRT CROSSROAD.
 HF1423'
 HF1423'REFERENCE MARK NUMBER 2, STAMPED BENNETT NO 2 1957, IS A
 HF1423'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 HF1423'THAT PROJECTS 6 INCHES AND IS AT ABOUT THE SAME ELEVATION AS
 HF1423'THE STATION.  IT IS 38 FEET NORTHWEST OF THE WEST RAIL OF THE
 HF1423'RAILROAD TRACK AND 6 FEET SOUTH OF A TELEGRAPH POLE.
 HF1423'
 HF1423'AZIMUTH MARK, STAMPED BENNETT 1957, IS A STANDARD DISK SET IN THE
 HF1423'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 HF1423'TO REACH FROM THE STATION, GO NORTHEAST ON THE HIGHWAY FOR 0.25
 HF1423'MILE TO THE AZIMUTH MARK ON THE RIGHT, 55.5 FEET SOUTHEAST OF THE
 HF1423'CENTERLINE OF THE HIGHWAY AND 15 INCHES NORTHWEST OF A FENCELINE.
 HF1423'
 HF1423'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HF1423
 HF1423                          STATION RECOVERY (1969)
 HF1423
 HF1423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HF1423'STATION AND R.M. 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 HF1423'STATION IS SITUATED ON CLEAR LAND ABOUT 100 FEET NNW OF A CROSSROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0882 ***********************************************************************
 KF0882  DESIGNATION -  BENNINGTON MUNICIPAL TANK
 KF0882  PID         -  KF0882
 KF0882  STATE/COUNTY-  KS/OTTAWA
 KF0882  USGS QUAD   -  BENNINGTON (1965)
 KF0882
 KF0882                         *CURRENT SURVEY CONTROL
 KF0882  ___________________________________________________________________
 KF0882* NAD 83(1997)-  39 02 06.19267(N)    097 35 46.61088(W)     ADJUSTED  
 KF0882* NAVD 88     -                                                        
 KF0882  ___________________________________________________________________
 KF0882  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 KF0882  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 KF0882
 KF0882  HORZ ORDER  -  THIRD
 KF0882
 KF0882.The horizontal coordinates were established by classical geodetic methods
 KF0882.and adjusted by the National Geodetic Survey in October 1998..
 KF0882
 KF0882
 KF0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0882
 KF0882.The geoid height was determined by GEOID03.
 KF0882
 KF0882;                    North         East     Units Scale Factor Converg.
 KF0882;SPC KS N     -    77,976.402   434,954.102   MT  0.99996390   +0 15 19.6
 KF0882;UTM  14      - 4,321,603.926   621,493.050   MT  0.99978175   +0 53 03.0
 KF0882
 KF0882                          SUPERSEDED SURVEY CONTROL
 KF0882
 KF0882  NAD 83(1986)-  39 02 06.20184(N)    097 35 46.61059(W) AD(       ) 4
 KF0882  NAD 27      -  39 02 06.20600(N)    097 35 45.48400(W) AD(       ) 3
 KF0882
 KF0882.Superseded values are not recommended for survey control.
 KF0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0882.See file dsdata.txt to determine how the superseded data were derived.
 KF0882
 KF0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2149321604(NAD 83)
 KF0882_MARKER: 53 = ELEVATED TANK
 KF0882
 KF0882  HISTORY     - Date     Condition        Report By
 KF0882  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0882
 KF0882                          STATION DESCRIPTION
 KF0882
 KF0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0882'LOCATED IN THE NORTHWEST EDGE OF TOWN ABOUT 0.5 MILE EAST OF
 KF0882'U.S. HIGHWAY 81 AND IN THE NORTHEAST CORNER OF THE BENNINGTON HIGH
 KF0882'SCHOOL YARD.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 110 FEET HIGH
 KF0882'WITH THE LETTERING BENNINGTON ON THE EAST SIDE.  POINT OBSERVED
 KF0882'UPON, FINIAL ON THE APEX OF THE TANK ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1482 ***********************************************************************
 HF1482  DESIGNATION -  BENTPORT
 HF1482  PID         -  HF1482
 HF1482  STATE/COUNTY-  KS/BUTLER
 HF1482  USGS QUAD   -  BENTON (1983)
 HF1482
 HF1482                         *CURRENT SURVEY CONTROL
 HF1482  ___________________________________________________________________
 HF1482* NAD 83(1997)-  37 46 47.80270(N)    097 06 48.56907(W)     ADJUSTED  
 HF1482* NAVD 88     -       414.9    (meters)    1361.     (feet)  VERTCON   
 HF1482  ___________________________________________________________________
 HF1482  X           -    -625,086.943 (meters)                     COMP
 HF1482  Y           -  -5,008,881.499 (meters)                     COMP
 HF1482  Z           -   3,886,404.606 (meters)                     COMP
 HF1482  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HF1482  ELLIP HEIGHT-         386.06  (meters)          (10/02/98) GPS OBS
 HF1482  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 HF1482
 HF1482  HORZ ORDER  -  THIRD
 HF1482  ELLP ORDER  -  FOURTH    CLASS I
 HF1482
 HF1482.This mark is at Benton Airport (1K1)
 HF1482
 HF1482.The horizontal coordinates were established by GPS observations
 HF1482.and adjusted by the National Geodetic Survey in October 1998..
 HF1482
 HF1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1482
 HF1482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF1482
 HF1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1482
 HF1482.The ellipsoidal height was determined by GPS observations
 HF1482.and is referenced to NAD 83.
 HF1482
 HF1482.The geoid height was determined by GEOID03.
 HF1482
 HF1482;                    North         East     Units Scale Factor Converg.
 HF1482;SPC KS S     -   524,464.836   522,131.482   MT  0.99993879   +0 51 07.4
 HF1482;UTM  14      - 4,183,075.832   666,131.678   MT  0.99993995   +1 09 21.6
 HF1482
 HF1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1482!SPC KS S     -   0.99993942  x   0.99993879  =   0.99987822
 HF1482!UTM  14      -   0.99993942  x   0.99993995  =   0.99987938
 HF1482
 HF1482:                Primary Azimuth Mark                     Grid Az
 HF1482:SPC KS S     -  BENTPORT AZ MK                           175 46 44.0
 HF1482:UTM  14      -  BENTPORT AZ MK                           175 28 29.8
 HF1482
 HF1482|---------------------------------------------------------------------|
 HF1482| PID    Reference Object                     Distance      Geod. Az  |
 HF1482|                                                           dddmmss.s |
 HF1482| HF1483 BENTPORT AZ MK                      APPROX. 0.6 KM 1763751.4 |
 HF1482|---------------------------------------------------------------------|
 HF1482
 HF1482                          SUPERSEDED SURVEY CONTROL
 HF1482
 HF1482  NAD 83(1997)-  37 46 47.80203(N)    097 06 48.55372(W) AD(       ) 3
 HF1482  NAD 83(1986)-  37 46 47.80716(N)    097 06 48.55395(W) AD(       ) 3
 HF1482  NGVD 29 (02/23/90)  414.8    (m)         1361.     (f) GPS OBS        
 HF1482
 HF1482.Superseded values are not recommended for survey control.
 HF1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1482.See file dsdata.txt to determine how the superseded data were derived.
 HF1482
 HF1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6613283076(NAD 83)
 HF1482_MARKER: I = METAL ROD
 HF1482_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HF1482_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HF1482_STAMPING: BENTPORT 1989
 HF1482_MARK LOGO: NGS   
 HF1482_PROJECTION: FLUSH
 HF1482_MAGNETIC: I = MARKER IS A STEEL ROD
 HF1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1482+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HF1482_ROD/PIPE-DEPTH: 4.90 meters
 HF1482_SLEEVE-DEPTH  : 01.0 meters
 HF1482
 HF1482  HISTORY     - Date     Condition        Report By
 HF1482  HISTORY     - 1989     MONUMENTED       NGS
 HF1482
 HF1482                          STATION DESCRIPTION
 HF1482
 HF1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HF1482'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTH-SOUTHWEST OF
 HF1482'BENTON, AT THE BENTON AIRFIELD, IN THE SOUTHEAST ANGLE OF THE JUNCTION
 HF1482'OF THE RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP--BENTON AIRPORT
 HF1482'INC., C/O AIRPORT MANAGER ROBERT PECKHAM, BOX 325, BENTON KS 67017.
 HF1482'PHONE (316)778-1035.
 HF1482'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 254 AND MAIN
 HF1482'STREET, NORTH OF BENTON, GO SOUTH, THEN WEST FOR 2.0 KM (1.25 MI) ON
 HF1482'MAIN STREET TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO SOUTHERLY FOR 0.2
 HF1482'KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A CONNECTING TAXIWAY
 HF1482'RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ON THE CONNECTING
 HF1482'TAXIWAY, PASSING BETWEEN TWO HANGARS, TO THE STATION ON THE LEFT, JUST
 HF1482'BEFORE THE RUNWAY.
 HF1482'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HF1482'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.9 METERS IN A GREASE
 HF1482'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HF1482'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HF1482'16.3 M (53.5 FT) SOUTHEAST FROM THE JUNCTION OF THE EAST EDGE OF THE
 HF1482'RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 11.3 M (37.1 FT) EAST
 HF1482'FROM THE EAST EDGE OF THE RUNWAY AND 7.8 M (25.6 FT) SOUTH FROM THE
 HF1482'SOUTH EDGE OF A CONNECTING TAXIWAY.
 HF1482'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1483 ***********************************************************************
 HF1483  DESIGNATION -  BENTPORT AZ MK
 HF1483  PID         -  HF1483
 HF1483  STATE/COUNTY-  KS/BUTLER
 HF1483  USGS QUAD   -  BENTON (1983)
 HF1483
 HF1483                         *CURRENT SURVEY CONTROL
 HF1483  ___________________________________________________________________
 HF1483* NAD 83(1997)-  37 46 28.25846(N)    097 06 47.11957(W)     ADJUSTED  
 HF1483* NAVD 88     -       411.     (meters)    1348.     (feet)  VERTCON   
 HF1483  ___________________________________________________________________
 HF1483  X           -    -625,097.051 (meters)                     COMP
 HF1483  Y           -  -5,009,248.965 (meters)                     COMP
 HF1483  Z           -   3,885,925.775 (meters)                     COMP
 HF1483  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 HF1483  ELLIP HEIGHT-         381.93  (meters)          (10/02/98) GPS OBS
 HF1483  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 HF1483
 HF1483  HORZ ORDER  -  THIRD
 HF1483  ELLP ORDER  -  FOURTH    CLASS I
 HF1483
 HF1483.This mark is at Benton Airport (1K1)
 HF1483
 HF1483.The horizontal coordinates were established by GPS observations
 HF1483.and adjusted by the National Geodetic Survey in October 1998..
 HF1483.No horizontal observational check was made to the station.
 HF1483
 HF1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1483
 HF1483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF1483
 HF1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1483
 HF1483.The ellipsoidal height was determined by GPS observations
 HF1483.and is referenced to NAD 83.
 HF1483
 HF1483.The geoid height was determined by GEOID03.
 HF1483
 HF1483;                    North         East     Units Scale Factor Converg.
 HF1483;SPC KS S     -   523,862.894   522,175.909   MT  0.99993902   +0 51 08.3
 HF1483;UTM  14      - 4,182,474.134   666,179.297   MT  0.99994015   +1 09 22.0
 HF1483
 HF1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1483!SPC KS S     -   0.99994007  x   0.99993902  =   0.99987910
 HF1483!UTM  14      -   0.99994007  x   0.99994015  =   0.99988023
 HF1483
 HF1483:                Primary Azimuth Mark                     Grid Az
 HF1483:SPC KS S     -  BENTPORT                                 355 46 44.0
 HF1483:UTM  14      -  BENTPORT                                 355 28 30.3
 HF1483
 HF1483|---------------------------------------------------------------------|
 HF1483| PID    Reference Object                     Distance      Geod. Az  |
 HF1483|                                                           dddmmss.s |
 HF1483| HF1482 BENTPORT                            APPROX. 0.6 KM 3563752.3 |
 HF1483|---------------------------------------------------------------------|
 HF1483
 HF1483                          SUPERSEDED SURVEY CONTROL
 HF1483
 HF1483  NAD 83(1997)-  37 46 28.25665(N)    097 06 47.10252(W) AD(       ) 3
 HF1483  NAD 83(1986)-  37 46 28.26210(N)    097 06 47.10259(W) AD(       ) 3
 HF1483  NGVD 29 (02/23/90)  411.     (m)         1348.     (f) GPS OBS        
 HF1483
 HF1483.Superseded values are not recommended for survey control.
 HF1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1483.See file dsdata.txt to determine how the superseded data were derived.
 HF1483
 HF1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6617982474(NAD 83)
 HF1483_MARKER: I = METAL ROD
 HF1483_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HF1483_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HF1483_STAMPING: BENTPORT AZ MK 1989
 HF1483_MARK LOGO: NGS   
 HF1483_PROJECTION: FLUSH
 HF1483_MAGNETIC: I = MARKER IS A STEEL ROD
 HF1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF1483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1483+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HF1483_ROD/PIPE-DEPTH: 4.90 meters
 HF1483_SLEEVE-DEPTH  : 01.0 meters
 HF1483
 HF1483  HISTORY     - Date     Condition        Report By
 HF1483  HISTORY     - 1989     MONUMENTED       NGS
 HF1483
 HF1483                          STATION DESCRIPTION
 HF1483
 HF1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HF1483'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTH-SOUTHWEST OF
 HF1483'BENTON, AT THE BENTON AIRFIELD, IN A GRASS ISLAND FORMED BY THE SOUTH
 HF1483'END OF THE RUNWAY AND A TURN-AROUND TAXIWAY.  OWNERSHIP--BENTON
 HF1483'AIRPORT INC., C/O AIRPORT MANAGER ROBERT PECKHAM, BOX 325, BENTON KS
 HF1483'67017.  PHONE (316)778-1035.
 HF1483'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 254 AND MAIN
 HF1483'STREET, NORTH OF BENTON, GO SOUTH, THEN WEST FOR 2.0 KM (1.25 MI) ON
 HF1483'MAIN STREET TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON THE
 HF1483'AIRPORT ENTRANCE ROAD TO A CONNECTING TAXIWAY RIGHT.  TURN RIGHT AND
 HF1483'GO WEST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY, PASSING
 HF1483'BETWEEN TWO HANGARS, TO THE RUNWAY.  TURN LEFT AND GO SOUTH FOR 0.6 KM
 HF1483'(0.35 MI) ON THE RUNWAY TO THE STATION ON THE LEFT, JUST PAST THE
 HF1483'NORTH HALF OF A TURN-AROUND LEFT.
 HF1483'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HF1483'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.9 METER IN A GREASE
 HF1483'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HF1483'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HF1483'25.9 M (85.0 FT) NORTH-NORTHEAST FROM THE CENTER OF THE SOUTH END OF
 HF1483'THE RUNWAY, 14.3 M (46.9 FT) NORTH FROM THE CURVING NORTH EDGE OF THE
 HF1483'SOUTH HALF OF THE TURN-AROUND, 4.5 M (14.8 FT) EAST FROM THE EAST EDGE
 HF1483'OF THE RUNWAY AND 3.8 M (12.5 FT) SOUTH FROM THE SOUTH EDGE OF THE
 HF1483'NORTH HALF OF THE TURN-AROUND.
 HF1483'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0601 ***********************************************************************
 KG0601  DESIGNATION -  BEPORT
 KG0601  PID         -  KG0601
 KG0601  STATE/COUNTY-  KS/MITCHELL
 KG0601  USGS QUAD   -  SOLOMON RAPIDS (1953)
 KG0601
 KG0601                         *CURRENT SURVEY CONTROL
 KG0601  ___________________________________________________________________
 KG0601* NAD 83(1997)-  39 28 01.74873(N)    098 07 45.42273(W)     ADJUSTED  
 KG0601* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 KG0601  ___________________________________________________________________
 KG0601  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 KG0601  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 KG0601
 KG0601  HORZ ORDER  -  THIRD
 KG0601
 KG0601.This mark is at Moritz Munorial Airport (K61)
 KG0601
 KG0601.The horizontal coordinates were established by classical geodetic methods
 KG0601.and adjusted by the National Geodetic Survey in October 1998..
 KG0601
 KG0601.The orthometric height was scaled from a topographic map.
 KG0601
 KG0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0601
 KG0601.The geoid height was determined by GEOID03.
 KG0601
 KG0601;                    North         East     Units Scale Factor Converg.
 KG0601;SPC KS N     -   125,876.210   388,875.005   MT  0.99996397   -0 04 54.5
 KG0601;UTM  14      - 4,368,980.839   574,899.081   MT  0.99966907   +0 33 12.5
 KG0601
 KG0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0601!SPC KS N     -   0.99993654  x   0.99996397  =   0.99990052
 KG0601!UTM  14      -   0.99993654  x   0.99966907  =   0.99960564
 KG0601
 KG0601|---------------------------------------------------------------------|
 KG0601| PID    Reference Object                     Distance      Geod. Az  |
 KG0601|                                                           dddmmss.s |
 KG0601| CN7887 BEPORT RM 1                           5.669 METERS 05318     |
 KG0601| CN7886 BEPORT AZ MK                                       0662251.9 |
 KG0601| KG0593 BELOIT MUNICIPAL TANK               APPROX. 1.9 KM 0971254.0 |
 KG0601| KG0596 BELOIT MITCHELL CO CTHSE TOWER      APPROX. 2.0 KM 1175713.4 |
 KG0601| CN7888 BEPORT RM 2                           4.294 METERS 15455     |
 KG0601|---------------------------------------------------------------------|
 KG0601
 KG0601                          SUPERSEDED SURVEY CONTROL
 KG0601
 KG0601  NAD 83(1986)-  39 28 01.75742(N)    098 07 45.42169(W) AD(       ) 3
 KG0601  NAD 27      -  39 28 01.74000(N)    098 07 44.24400(W) AD(       ) 3
 KG0601
 KG0601.Superseded values are not recommended for survey control.
 KG0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0601.See file dsdata.txt to determine how the superseded data were derived.
 KG0601
 KG0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7489968981(NAD 83)
 KG0601_MARKER: DS = TRIANGULATION STATION DISK
 KG0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0601
 KG0601  HISTORY     - Date     Condition        Report By
 KG0601  HISTORY     - 1950     MONUMENTED       CGS
 KG0601  HISTORY     - 1953     GOOD             USGS
 KG0601  HISTORY     - 1961     GOOD             CGS
 KG0601  HISTORY     - 1969     MARK NOT FOUND   CGS
 KG0601
 KG0601                          STATION DESCRIPTION
 KG0601
 KG0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0601'THE STATION IS LOCATED ABOUT 1.0 MILE WEST AND 0.5 MILE NORTH OF
 KG0601'THE CENTER OF BELOIT AT THE BELOIT MUNICIPAL AIRPORT.  IT IS
 KG0601'18.5 FEET NORTH OF THE NORTHEAST CORNER OF THE MOST NORTHWESTERLY
 KG0601'HANGAR AT THE AIRPORT.  IT IS SET FLUSH AND IS STAMPED BEPORT
 KG0601'1950.
 KG0601'
 KG0601'REFERENCE MARK NO. 1 IS DIRECTLY UNDER A FENCE AND 27.0 FEET
 KG0601'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A HANGAR.  IT IS SET
 KG0601'FLUSH AND IS STAMPED BEPORT NO 1 1950.
 KG0601'
 KG0601'REFERENCE MARK NO. 2 IS 6.0 FEET WEST-NORTHWEST OF THE
 KG0601'NORTHEAST CORNER OF A HANGAR.  IT IS SET FLUSH AND IS
 KG0601'STAMPED BEPORT NO 2 1950.
 KG0601'
 KG0601'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KG0601'NO. 2 IS 25.5 FEET.
 KG0601'
 KG0601'THE AZIMUTH MARK IS 125.0 FEET NORTH-NORTHEAST OF THE NORTHEAST
 KG0601'CORNER OF A SERVICE STATION, 29.0 FEET WEST OF THE CENTER
 KG0601'OF U.S. HIGHWAY 24 AND 2.5 FEET NORTH OF A TELEPHONE POLE,
 KG0601'AND 1.5 FEET SOUTH OF A WITNESS POST AND 1.5 FEET SOUTH-SOUTHEAST
 KG0601'OF A FENCE CORNER.  IT PROJECTS 4 INCHES AND IS STAMPED
 KG0601'BEPORT 1950.
 KG0601'
 KG0601'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT
 KG0601'HOUSE SQUARE IN BELOIT, GO NORTH AND WEST ON U.S. HIGHWAY 24
 KG0601'FOR 0.9 MILE TO WHERE U.S. HIGHWAY 24 TURNS RIGHT, HERE
 KG0601'CONTINUE STRAIGHT AHEAD ON A GRAVELED ROAD FOR 0.75 MILE TO A
 KG0601'DRIVEWAY ON THE RIGHT INTO THE BELOIT MUNICIPAL AIRPORT AND
 KG0601'THE STATION AS DESCRIBED.
 KG0601'
 KG0601'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 KG0601'GRAVELED ROAD FOR 0.75 MILE TO THE JUNCTION WITH U.S. HIGHWAY 24,
 KG0601'HERE TURN LEFT AND GO NORTH ON U.S. HIGHWAY 24 FOR 0.3 MILE
 KG0601'TO A SERVICE STATION ON THE LEFT AND THE AZIMUTH MARK AS
 KG0601'DESCRIBED.
 KG0601'
 KG0601'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KG0601
 KG0601                          STATION RECOVERY (1953)
 KG0601
 KG0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KG0601'STATION FOUND IN GOOD CONDITION.  STATION IS 16 FEET N AND 11
 KG0601'FEET W OF THE NORTHEAST CORNER OF THE HANGAR.
 KG0601
 KG0601                          STATION RECOVERY (1961)
 KG0601
 KG0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KG0601'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KG0601'ADDITIONAL MEASUREMENTS TO THE STATION FOLLOW.  STATION MARK IS
 KG0601'71.5 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF A CEMENT
 KG0601'BLOCK AND BRICK HANGAR WHICH IS THE MOST NORTHWEST HANGAR ON
 KG0601'THE AIRPORT, 19.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 KG0601'SAME HANGAR, 16 FEET NORTH OF THE NORTH SIDE OF HANGAR, AND
 KG0601'13 FEET WEST-NORTHWEST OF A POWER POLE.  THE MARK IS 4 INCHES
 KG0601'BELOW THE SURFACE OF THE GROUND.
 KG0601
 KG0601                          STATION RECOVERY (1969)
 KG0601
 KG0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0601'AT THE TIME OF RECOVERY THE STATION MARK WAS COVERED WITH FARM
 KG0601'MACHINERY SO THE MARK WAS NOT RECOVERED.  REFERENCE MARK NO. 1,
 KG0601'REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE RECOVERED AS
 KG0601'PREVIOUSLY DESCRIBED AND ALL THE MARKS WERE FOUND IN GOOD
 KG0601'CONDITION.  THE TO REACH WAS FOUND ADEQUATE EXCEPT U.S. HIGHWAY
 KG0601'24 IS NOW HIGHWAY 14.  THE SERVICE STATION MENTION IN THE
 KG0601'DESCRIPTION FOR THE AZIMUTH MARK IS GONE.  THE DESCRIPTION WAS
 KG0601'FOUND ADEQUATE FOR RECOVERY.  A SMALL AMOUNT OF CLEARING IS
 KG0601'REQUIRED AT THE AZIMUTH MARK TO MAKE IT VISIBLE TO THE STATION.
 KG0601'
 KG0601'THE AZIMUTH MARK IS 2 FEET NORTH-NORTHEAST OF A TELEPHONE POLE AND 1
 KG0601'FOOT NORTH OF A METAL WITNESS POST.
 KG0601'
 KG0601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE BELOIT
 KG0601'MUNICIPAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0865 ***********************************************************************
 HG0865  DESIGNATION -  BERGNER
 HG0865  PID         -  HG0865
 HG0865  STATE/COUNTY-  KS/PRATT
 HG0865  USGS QUAD   -  PRATT SE (1968)
 HG0865
 HG0865                         *CURRENT SURVEY CONTROL
 HG0865  ___________________________________________________________________
 HG0865* NAD 83(1997)-  37 33 12.98539(N)    098 30 11.52710(W)     ADJUSTED  
 HG0865* NAVD 88     -       565.10   (+/-2cm)    1854.0    (feet)  VERTCON   
 HG0865  ___________________________________________________________________
 HG0865  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HG0865  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 HG0865
 HG0865  HORZ ORDER  -  FIRST
 HG0865  VERT ORDER  -  THIRD ? (See Below)
 HG0865
 HG0865.The horizontal coordinates were established by classical geodetic methods
 HG0865.and adjusted by the National Geodetic Survey in October 1998..
 HG0865
 HG0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0865.The vertical order pertains to the NGVD 29 superseded value.
 HG0865
 HG0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0865
 HG0865.The geoid height was determined by GEOID03.
 HG0865
 HG0865;                    North         East     Units Scale Factor Converg.
 HG0865;SPC KS S     -   498,436.755   399,717.079   MT  0.99995598   -0 00 07.1
 HG0865;UTM  14      - 4,156,404.630   543,880.745   MT  0.99962372   +0 18 10.1
 HG0865
 HG0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0865!SPC KS S     -   0.99991571  x   0.99995598  =   0.99987169
 HG0865!UTM  14      -   0.99991571  x   0.99962372  =   0.99953946
 HG0865
 HG0865:                Primary Azimuth Mark                     Grid Az
 HG0865:SPC KS S     -  BERGNER AZ MK                            006 02 06.2
 HG0865:UTM  14      -  BERGNER AZ MK                            005 43 49.0
 HG0865
 HG0865|---------------------------------------------------------------------|
 HG0865| PID    Reference Object                     Distance      Geod. Az  |
 HG0865|                                                           dddmmss.s |
 HG0865| CK8939 BERGNER AZ MK                                      0060159.1 |
 HG0865| HG0814 CUNNINGHAM MUNICIPAL TANK           APPROX.12.1 KM 0302804.4 |
 HG0865| CK8940 BERGNER RM 1                         35.255 METERS 08519     |
 HG0865| CK8941 BERGNER RM 2                         57.878 METERS 21542     |
 HG0865|---------------------------------------------------------------------|
 HG0865
 HG0865                          SUPERSEDED SURVEY CONTROL
 HG0865
 HG0865  NAD 83(1997)-  37 33 12.99178(N)    098 30 11.53003(W) AD(       ) 1
 HG0865  NAD 83(1986)-  37 33 12.99231(N)    098 30 11.52843(W) AD(       ) 1
 HG0865  NAD 27      -  37 33 12.92500(N)    098 30 10.23400(W) AD(       ) 1
 HG0865  NGVD 29 (07/19/86)  564.88   (m)         1853.3    (f) LEVELING    3  
 HG0865
 HG0865.Superseded values are not recommended for survey control.
 HG0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0865.See file dsdata.txt to determine how the superseded data were derived.
 HG0865
 HG0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG4388156405(NAD 83)
 HG0865_MARKER: DS = TRIANGULATION STATION DISK
 HG0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0865
 HG0865  HISTORY     - Date     Condition        Report By
 HG0865  HISTORY     - 1938     MONUMENTED       CGS
 HG0865  HISTORY     - 1964     GOOD             CGS
 HG0865
 HG0865                          STATION DESCRIPTION
 HG0865
 HG0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0865'STATION IS IN THE SOUTHEAST PART OF PRATT COUNTY ABOUT 8 MILES
 HG0865'AIRLINE SOUTH SOUTHEAST OF CAIRO, 14 MILES SOUTHEAST OF PRATT
 HG0865'AND ABOUT 8 MILES AIRLINE SOUTHWEST OF CUNNINGHAM.  IT IS IN
 HG0865'THE NORTHEAST QUARTER OF SECTION 3, T 29 S, R 11 W, ON THE
 HG0865'PROPERTY OF MR. C. BERGNER WHO LIVES ABOUT 4 MILES WEST AND
 HG0865'1.5 MILES SOUTH OF STATION.  IT IS ABOUT 0.3 MILE SOUTH OF
 HG0865'MR. NOSSMANNS HOUSE, 0.35 MILE SOUTH AND 180 PACES WEST OF THE
 HG0865'SOUTHEAST CORNER OF SECTION, 12 FEET SOUTH OF A WIRE FENCE ON
 HG0865'THE HIGHEST PART OF A NARROW RIDGE.
 HG0865'
 HG0865'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0865'BRONZE DISKS SET IN CONCRETE.
 HG0865'
 HG0865'R.M. NO. 1 IS NORTHEAST OF STATION IN FENCE LINE.  R.M. NO. 2
 HG0865'IS SOUTHWEST OF STATION IN FENCE LINE.
 HG0865'
 HG0865'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTH NORTHEAST OF STATION,
 HG0865'0.65 MILE NORTH OF CROSS-ROAD, 0.2 MILE NORTH OF A TWO-STORY
 HG0865'HOUSE AND 30 FEET EAST OF CENTER OF ROAD.
 HG0865'
 HG0865'STATION IS REACHED FROM THE INTERSECTION OF HIGHWAY U.S. 54
 HG0865'AND STATE 8 IN PRATT BY GOING EAST ON U.S. 54 FOR 9.9 MILES
 HG0865'TO CROSS ROAD, THENCE SOUTH 6.0 MILES TO ANOTHER CROSS-ROAD,
 HG0865'THENCE EAST 2.9 MILES TO FARM LANE AND HOUSE ON THE RIGHT,
 HG0865'THENCE SOUTH ON LANE TO STATION ON TOP OF KNOLL ABOUT 0.3 MILE
 HG0865'SOUTH OF HOUSE.
 HG0865'
 HG0865'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HG0865
 HG0865                          STATION RECOVERY (1964)
 HG0865
 HG0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CKT)
 HG0865'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND
 HG0865'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 HG0865'BUT WAS NOT FOUND.
 HG0865'
 HG0865'A NEW TO REACH FOLLOWS.
 HG0865'
 HG0865'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 HG0865'U.S. HIGHWAY 281 IN PRATT, GO EAST ON HIGHWAY 54 FOR 9.9 MILES
 HG0865'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A BLACKTOP ROAD
 HG0865'FOR 6.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVEL
 HG0865'ROAD FOR 2.9 MILES TO A FARMHOUSE ON THE RIGHT.  TURN RIGHT
 HG0865'AND GO SOUTH FOR 0.05 MILE TO A WIRE GATE.  CONTINUE SOUTH
 HG0865'ALONG THE EAST SIDE OF A WIRE FENCE FOR 0.3 MILE TO A FENCE
 HG0865'CORNER.  TURN LEFT AND GO EAST ALONG THE NORTH SIDE OF A WIRE
 HG0865'FENCE FOR 0.05 MILE TO THE TOP OF RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1062 ***********************************************************************
 HE1062  DESIGNATION -  BERRY
 HE1062  PID         -  HE1062
 HE1062  STATE/COUNTY-  KS/CHEROKEE
 HE1062  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1062
 HE1062                         *CURRENT SURVEY CONTROL
 HE1062  ___________________________________________________________________
 HE1062* NAD 83(1997)-  37 01 07.15980(N)    094 41 03.98023(W)     ADJUSTED  
 HE1062* NAVD 88     -       288.2    (meters)     946.     (feet)  VERTCON   
 HE1062  ___________________________________________________________________
 HE1062  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 HE1062  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HE1062
 HE1062  HORZ ORDER  -  SECOND
 HE1062
 HE1062.The horizontal coordinates were established by classical geodetic methods
 HE1062.and adjusted by the National Geodetic Survey in October 1998..
 HE1062
 HE1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1062
 HE1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1062
 HE1062.The geoid height was determined by GEOID03.
 HE1062
 HE1062;                    North         East     Units Scale Factor Converg.
 HE1062;SPC KS S     -   446,013.449   739,471.394   MT  1.00005800   +2 20 41.2
 HE1062;UTM  15      - 4,098,268.259   350,155.877   MT  0.99987661   -1 00 51.7
 HE1062
 HE1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1062!SPC KS S     -   0.99995940  x   1.00005800  =   1.00001740
 HE1062!UTM  15      -   0.99995940  x   0.99987661  =   0.99983602
 HE1062
 HE1062|---------------------------------------------------------------------|
 HE1062| PID    Reference Object                     Distance      Geod. Az  |
 HE1062|                                                           dddmmss.s |
 HE1062| CN5674 BERRY RM 1                           28.245 METERS 05932     |
 HE1062| HE1041 JOPLIN TV STA KDDE S MAST           APPROX.14.5 KM 0634805.0 |
 HE1062| CN5675 BERRY RM 2                           27.600 METERS 11646     |
 HE1062| CN5673 BERRY AZ MK                                        2094934.9 |
 HE1062| HE1067 BAXTER SPRINGS MUNICIPAL TANK       APPROX. 4.6 KM 2720756.4 |
 HE1062| HE1070 BAXTER SPRINGS FARM COOP ELEV       APPROX. 5.4 KM 2793328.0 |
 HE1062| HE1060 LOWELL                              APPROX. 2.2 KM 3485752.5 |
 HE1062|---------------------------------------------------------------------|
 HE1062
 HE1062                          SUPERSEDED SURVEY CONTROL
 HE1062
 HE1062  NAD 83(1997)-  37 01 07.16572(N)    094 41 03.98156(W) AD(       ) 2
 HE1062  NAD 83(1986)-  37 01 07.17536(N)    094 41 03.97544(W) AD(       ) 2
 HE1062  NAD 27      -  37 01 06.95762(N)    094 41 03.14538(W) AD(       ) 2
 HE1062  NGVD 29 (07/19/86)  288.1    (m)          945.     (f) VERT ANG       
 HE1062
 HE1062.Superseded values are not recommended for survey control.
 HE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1062.See file dsdata.txt to determine how the superseded data were derived.
 HE1062
 HE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5015698268(NAD 83)
 HE1062_MARKER: DS = TRIANGULATION STATION DISK
 HE1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1062
 HE1062  HISTORY     - Date     Condition        Report By
 HE1062  HISTORY     - 1966     MONUMENTED       CGS
 HE1062
 HE1062                          STATION DESCRIPTION
 HE1062
 HE1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1062'THE STATION IS ABOUT 4-3/4 MILES SOUTH-SOUTHWEST OF GALENA,
 HE1062'4 MILES SOUTH-SOUTHEAST OF RIVERTON, 3-3/4 MILES EAST OF
 HE1062'BAXTER SPRINGS, LOCATED ON A FLAT TOPPED HILL IN A PASTURE LAND,
 HE1062'ON LAND OWNED BY MR. BERRY WHO LIVES ABOUT 1/4 MILE NORTHEAST
 HE1062'OF THE STATION.
 HE1062'
 HE1062'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 HE1062'66 AND 166 IN BAXTER SPRINGS, GO EAST ON U.S. HIGHWAY 166 FOR
 HE1062'3.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON
 HE1062'PAVED ROAD FOR 0.45 MILE TO A T-INTERSECTION, TURN RIGHT
 HE1062'AND GO WEST FOR 0.25 MILE TO A DRIVEWAY ON THE RIGHT LEADING
 HE1062'TO HOME OF JIM D. BERRY, TURN RIGHT AND GO NORTH FOR 0.1
 HE1062'MILE PASSING TO THE WEST OF THE HOUSE TO A GATE INTO A PASTURE
 HE1062'AND THE AZIMUTH MARK ON THE RIGHT.  PASS THROUGH THE GATE
 HE1062'AND GO NORTHERLY FOR 0.1 MILE TO THE SUMMIT OF THE HILL AND
 HE1062'THE STATION.
 HE1062'
 HE1062'THE STATION MARK IS A STANDARD DISK, STAMPED BERRY 1964, SET
 HE1062'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 HE1062'WITH THE GROUND.  IT IS 82.5 FEET WEST OF A NORTH-SOUTH
 HE1062'FENCE.
 HE1062'
 HE1062'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BERRY NO 1 1964,
 HE1062'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS
 HE1062'FLUSH WITH THE GROUND.  IT IS 3.0 FEET SOUTH OF A FENCE
 HE1062'POST, 1.0 FEET WEST OF A NORTH-SOUTH FENCE AND ABOUT 1 FOOT
 HE1062'LOWER THAN THE STATION.
 HE1062'
 HE1062'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BERRY NO 2 1964,
 HE1062'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS
 HE1062'FLUSH WITH THE GROUND.  IT IS 2.0 FEET SOUTH OF A FENCE POST,
 HE1062'0.2 FEET WEST OF A NORTH-SOUTH FENCE AND ABOUT 1 FOOT LOWER
 HE1062'THAN THE STATION.
 HE1062'
 HE1062'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BERRY 1964,
 HE1062'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1062'THAT IS FLUSH WITH THE GROUND.  IT IS 74 FEET NORTH OF THE
 HE1062'NORTHWEST CORNER OF THE HOUSE, 11 FEET EAST OF THE CENTERLINE OF
 HE1062'THE DRIVEWAY INTO A PASTURE, 3.5 FEET EAST OF AN EAST
 HE1062'GATE POST AND 1.0 FEET NORTH OF AN EAST-WEST FENCE.
 HE1062'
 HE1062'HEIGHT OF LIGHT ABOVE STATION MARK 18.06 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0878 ***********************************************************************
 HH0878  DESIGNATION -  BERRY
 HH0878  PID         -  HH0878
 HH0878  STATE/COUNTY-  KS/FORD
 HH0878  USGS QUAD   -  ENSIGN SW (1969)
 HH0878
 HH0878                         *CURRENT SURVEY CONTROL
 HH0878  ___________________________________________________________________
 HH0878* NAD 83(1997)-  37 37 15.00211(N)    100 08 35.35877(W)     ADJUSTED  
 HH0878* NAVD 88     -       813.     (meters)    2667.     (feet)  SCALED    
 HH0878  ___________________________________________________________________
 HH0878  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HH0878  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 HH0878
 HH0878  HORZ ORDER  -  FIRST
 HH0878
 HH0878.The horizontal coordinates were established by classical geodetic methods
 HH0878.and adjusted by the National Geodetic Survey in October 1998..
 HH0878
 HH0878.The orthometric height was scaled from a topographic map.
 HH0878
 HH0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0878
 HH0878.The geoid height was determined by GEOID03.
 HH0878
 HH0878;                    North         East     Units Scale Factor Converg.
 HH0878;SPC KS S     -   507,175.988   254,952.597   MT  0.99994926   -1 00 35.2
 HH0878;UTM  14      - 4,164,361.495   399,117.752   MT  0.99972536   -0 41 52.4
 HH0878
 HH0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0878!SPC KS S     -   0.99987649  x   0.99994926  =   0.99982576
 HH0878!UTM  14      -   0.99987649  x   0.99972536  =   0.99960189
 HH0878
 HH0878|---------------------------------------------------------------------|
 HH0878| PID    Reference Object                     Distance      Geod. Az  |
 HH0878|                                                           dddmmss.s |
 HH0878| CK8943 BERRY RM 1                           15.280 METERS 27830     |
 HH0878| CK8944 BERRY RM 2                           15.780 METERS 35755     |
 HH0878| CK8942 BERRY AZ MK                                        3594010.4 |
 HH0878|---------------------------------------------------------------------|
 HH0878
 HH0878                          SUPERSEDED SURVEY CONTROL
 HH0878
 HH0878  NAD 83(1997)-  37 37 15.00981(N)    100 08 35.35848(W) AD(       ) 1
 HH0878  NAD 83(1986)-  37 37 15.00360(N)    100 08 35.36108(W) AD(       ) 1
 HH0878  NAD 27      -  37 37 14.92791(N)    100 08 33.85768(W) AD(       ) 1
 HH0878
 HH0878.Superseded values are not recommended for survey control.
 HH0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0878.See file dsdata.txt to determine how the superseded data were derived.
 HH0878
 HH0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG9911864361(NAD 83)
 HH0878_MARKER: DS = TRIANGULATION STATION DISK
 HH0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0878
 HH0878  HISTORY     - Date     Condition        Report By
 HH0878  HISTORY     - 1961     MONUMENTED       CGS
 HH0878
 HH0878                          STATION DESCRIPTION
 HH0878
 HH0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0878'THE STATION IS APPROXIMATELY 12 MILES SOUTHWEST OF DODGE CITY, 6
 HH0878'MILES SOUTHEAST OF ENSIGN, IN THE SOUTHWEST QUARTER OF SECTION 11, T
 HH0878'28 S, R 26 W, IN THE NORTHEAST ANGLE OF A CROSSROAD AND ON THE NORTH
 HH0878'RIGHT-OF-WAY OF A GRAVELED ROAD.
 HH0878'
 HH0878'TO REACH THE STATION FROM THE POST OFFICE, IN ENSIGN, GO SOUTH ON A
 HH0878'GRAVELED ROAD FOR 2.15 MILES TO A CROSSROAD.  TURN LEFT, EAST ON A
 HH0878'GRAVELED ROAD FOR 5.0 MILES TO A CROSSROAD AND THE STATION IN THE
 HH0878'NORTHEAST ANGLE, NEAR A POWER POLE.
 HH0878'
 HH0878'STATION MARKS ARE STANDARD DISKS STAMPED BERRY 1961.  THE SURFACE
 HH0878'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HH0878'OF THE GROUND.  IT IS 42.5 FEET NORTHEAST OF THE CENTER OF THE
 HH0878'INTERSECTION OF THE CROSSROAD, 4 FEET EAST OF A POWER POLE,
 HH0878'3.5 FEET EAST OF A METAL WITNESS POST AND 22 FEET WEST OF A
 HH0878'GUY WIRE ANCHOR.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HH0878'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0878'
 HH0878'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BERRY NO 1 1961, IS
 HH0878'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HH0878'IT IS 65.5 FEET SOUTH OF A TELEPHONE POLE, 50 FEET NORTHWEST OF THE
 HH0878'CENTER OF THE INTERSECTION OF THE CROSSROAD, 25.5 FEET WEST OF THE
 HH0878'CENTER OF THE NORTH-SOUTH ROAD, 7.5 FEET NORTH OF A FENCE CORNER
 HH0878'AND 1 FOOT NORTH OF A FENCE POST.
 HH0878'
 HH0878'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BERRY NO 2 1961, IS SET
 HH0878'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT
 HH0878'IS 51 FEET NORTH OF THE POWER POLE, 49.5 FEET SOUTHEAST OF A
 HH0878'TELEPHONE POLE, 21 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD
 HH0878'AND 1 FOOT EAST OF A FENCE .
 HH0878'
 HH0878'AZIMUTH MARK, A STANDARD DISK STAMPED BERRY 1961, IS SET IN A SQUARE
 HH0878'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 23 FEET WEST OF THE
 HH0878'CENTER OF THE GRAVELED ROAD, 2 FEET NORTH OF A METAL WITNESS POST,
 HH0878'1 FOOT EAST OF A FENCE POST AND 1 FOOT SOUTH OF A TELEPHONE POLE.
 HH0878'
 HH0878'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 HH0878'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, NEAR A TELEPHONE
 HH0878'POLE.
 HH0878'
 HH0878'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1272 ***********************************************************************
 KE1272  DESIGNATION -  BERWICK
 KE1272  PID         -  KE1272
 KE1272  STATE/COUNTY-  KS/NEMAHA
 KE1272  USGS QUAD   -  SABETHA (1960)
 KE1272
 KE1272                         *CURRENT SURVEY CONTROL
 KE1272  ___________________________________________________________________
 KE1272* NAD 83(1997)-  39 56 28.08319(N)    095 51 36.31580(W)     ADJUSTED  
 KE1272* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 KE1272  ___________________________________________________________________
 KE1272  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 KE1272  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 KE1272
 KE1272  HORZ ORDER  -  FIRST
 KE1272
 KE1272.The horizontal coordinates were established by classical geodetic methods
 KE1272.and adjusted by the National Geodetic Survey in October 1998..
 KE1272
 KE1272.The orthometric height was scaled from a topographic map.
 KE1272
 KE1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1272
 KE1272.The geoid height was determined by GEOID03.
 KE1272
 KE1272;                    North         East     Units Scale Factor Converg.
 KE1272;SPC KS N     -   180,654.417   582,880.537   MT  1.00002941   +1 21 14.2
 KE1272;SPC NE       -    20,439.821   853,700.854   MT  1.00002711   +2 44 36.6
 KE1272;UTM  15      - 4,425,141.113   255,636.231   MT  1.00033519   -1 50 13.5
 KE1272
 KE1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1272!SPC KS N     -   0.99993912  x   1.00002941  =   0.99996853
 KE1272!SPC NE       -   0.99993912  x   1.00002711  =   0.99996623
 KE1272!UTM  15      -   0.99993912  x   1.00033519  =   1.00027429
 KE1272
 KE1272:                Primary Azimuth Mark                     Grid Az
 KE1272:SPC KS N     -  SEBETHA CITY L AND P BRICK STK           128 09 44.9
 KE1272:SPC NE       -  SEBETHA CITY L AND P BRICK STK           126 46 22.5
 KE1272:UTM  15      -  SEBETHA CITY L AND P BRICK STK           131 21 12.6
 KE1272
 KE1272|---------------------------------------------------------------------|
 KE1272| PID    Reference Object                     Distance      Geod. Az  |
 KE1272|                                                           dddmmss.s |
 KE1272| KE1275 SEBETHA CITY L AND P BRICK STK      APPROX. 6.3 KM 1293059.1 |
 KE1272| KE1273 SABETHA PUBLIC SCHOOL CUPOLA        APPROX. 6.7 KM 1321551.4 |
 KE1272| CL6878 BERWICK RM 1                         28.000 METERS 20611     |
 KE1272| CL6879 BERWICK RM 2                         28.840 METERS 30402     |
 KE1272| CL6877 BERWICK AZ MK                                      3414006.3 |
 KE1272|---------------------------------------------------------------------|
 KE1272
 KE1272                          SUPERSEDED SURVEY CONTROL
 KE1272
 KE1272  NAD 83(1997)-  39 56 28.08332(N)    095 51 36.31605(W) AD(       ) 1
 KE1272  NAD 83(1986)-  39 56 28.09027(N)    095 51 36.31270(W) AD(       ) 1
 KE1272  NAD 27      -  39 56 28.09000(N)    095 51 35.34000(W) AD(       ) 1
 KE1272
 KE1272.Superseded values are not recommended for survey control.
 KE1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1272.See file dsdata.txt to determine how the superseded data were derived.
 KE1272
 KE1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE5563625141(NAD 83)
 KE1272_MARKER: DS = TRIANGULATION STATION DISK
 KE1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1272_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1272
 KE1272  HISTORY     - Date     Condition        Report By
 KE1272  HISTORY     - 1934     MONUMENTED       CGS
 KE1272  HISTORY     - 1951     GOOD             CGS
 KE1272
 KE1272                          STATION DESCRIPTION
 KE1272
 KE1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KE1272'STATION IS ABOUT 1 MILE NORTHWEST OF BERWICK AND ABOUT 4
 KE1272'MILES NORTHWEST OF SABETHA, ON THE RIGHT-OF-WAY OF THE CHICAGO,
 KE1272'ROCK ISLAND AND PACIFIC RAILWAY, IN THE NORTHWEST QUARTER OF
 KE1272'SEC. 21, T. 1 S., R. 14 E.
 KE1272'
 KE1272'TO REACH FROM BERWICK, GO NORTH ON GRAVEL ROAD 0.5 MILE, TURN
 KE1272'WEST ON DIRT ROAD AND GO 1.0 MILE TO CROSS ROAD AND RAILROAD
 KE1272'CROSSING, TURN SHARP LEFT AND GO SOUTHEAST ALONG NORTH SIDE
 KE1272'OF TRACKS ON RAILROAD PROPERTY 0.25 MILE TO STATION ON LEFT.
 KE1272'STATION IS ABOUT 1 MILE SOUTH OF FENCE AND 13 METERS
 KE1272'NORTH OF NORTH RAIL OF RAILROAD.
 KE1272'
 KE1272'REFERENCE MARK NO. 1 IS ACROSS THE TRACKS FROM
 KE1272'THE STATION, 0.4 METER NORTH OF FENCE, 13.8 METERS SOUTH OF
 KE1272'SOUTH RAIL OF RAILROAD AND 28.000 METERS SOUTH OF STATION.
 KE1272'
 KE1272'REFERENCE MARK NO. 2 IS ON SAME SIDE OF TRACKS AS STATION,
 KE1272'28.840 METERS NORTHWEST OF STATION, 0.3 METER SOUTH OF FENCE AND
 KE1272'13.6 METERS NORTH OF NORTH RAIL OF RAILROAD.
 KE1272'
 KE1272'AZIMUTH MARK IS ABOUT 0.6 MILE NORTHWEST OF STATION.
 KE1272'TO REACH, GO WEST ALONG RAILROAD 0.2 MILE TO CROSSING, TURN
 KE1272'NORTH ON DIRT ROAD AND GO 0.5 MILE TO MARK ON THE EAST SIDE OF
 KE1272'ROAD.  IT IS 1.5 FEET WEST OF FENCE AND 21.0 FEET EAST OF
 KE1272'CENTERLINE OF DIRT ROAD.
 KE1272'
 KE1272'HEIGHT OF LIGHT ABOVE STATION MARK - 11.3 METERS.
 KE1272
 KE1272                          STATION RECOVERY (1951)
 KE1272
 KE1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLP)
 KE1272'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KE1272'GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS ON THE EDGE
 KE1272'OF A NEW GRADED ROAD.  IT WAS RESET ON A LINE PROJECTED FROM
 KE1272'THE OLD STATION.  A COMPLETE DESCRIPTION FOLLOWS-
 KE1272'
 KE1272'STATION IS LOCATED ABOUT 4 MILES NW OF SABETHA AND 1 MILE NW
 KE1272'OF BERWICK, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KE1272'RIGHT-OF-WAY, 83 FEET NW OF THE FIRST POLE NW OF MILEPOST 69,
 KE1272'50 FEET SE OF THE SECOND POLE NW OF MILEPOST 69, 42 FEET NE
 KE1272'OF THE NE RAIL, AND 3 FEET SW OF THE RIGHT-OF-WAY FENCE.  THE
 KE1272'DISK IS STAMPED BERWICK 1934 AND PROJECTS 2 INCHES.
 KE1272'
 KE1272'R.M. 1 IS S OF THE STATION ACROSS THE TRACKS, 45 FEET SW OF
 KE1272'THE SW RAIL, AND 1 FOOT NE OF THE RIGHT-OF-WAY FENCE.  THE DISK
 KE1272'IS STAMPED BERWICK NO 1 1934 AND PROJECTS 6 INCHES.
 KE1272'
 KE1272'R.M. 2 IS NW OF THE STATION, 45 FEET NW OF THE SECOND POLE NW
 KE1272'OF MILEPOST 69, 45 FEET NE OF THE NE RAIL, AND 1 FOOT SW OF
 KE1272'THE RIGHT-OF-WAY FENCE.  THE DISK IS STAMPED BERWICK NO 2 1934
 KE1272'AND PROJECTS 12 INCHES.
 KE1272'
 KE1272'THE AZIMUTH MARK IS NNW OF THE STATION, 26 FEET W OF THE CENTER
 KE1272'LINE OF NEW GRADED ROAD AND 8 FEET N OF POWER POLE.  THE DISK
 KE1272'IS STAMPED BERWICK 1934 RESET AND PROJECTS 6 INCHES.  THE TRANSIT
 KE1272'WAS CENTERED OVER THE NEW AZIMUTH MARK AND SIGHTED ON THE STATION
 KE1272'AS A CHECK AND THE OLD AZIMUTH WAS ON LINE.
 KE1272'
 KE1272'THE STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 KE1272'STANDARD DISKS SET IN CONCRETE.
 KE1272'
 KE1272'TO REACH THE STATION FROM BERWICK, GO N ON GRAVEL ROAD FOR
 KE1272'0.6 MILE.  TURN LEFT AND GO W FOR 1.0 MILE TO RAILROAD CROSSING
 KE1272'AND A GRAVEL ROAD RIGHT.  TURN SHARP LEFT AND GO SE ALONG THE
 KE1272'NE SIDE OF RAILROAD TRACK FOR 0.2 MILE TO THE STATION.  (THIS IS
 KE1272'ABOUT 8-1/2 POLES SE FROM THE ROAD CROSSING.)
 KE1272'
 KE1272'TO REACH THE AZIMUTH MARK FROM WHERE THE ROAD CROSSES THE
 KE1272'RAILROAD 0.2 MILE NW OF THE STATION, GO N FOR 0.5 MILE TO THE
 KE1272'AZIMUTH MARK ON THE LEFT.
 KE1272'
 KE1272'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0858 ***********************************************************************
 KF0858  DESIGNATION -  BETHANY
 KF0858  PID         -  KF0858
 KF0858  STATE/COUNTY-  KS/OTTAWA
 KF0858  USGS QUAD   -  MANCHESTER NW (1965)
 KF0858
 KF0858                         *CURRENT SURVEY CONTROL
 KF0858  ___________________________________________________________________
 KF0858* NAD 83(1997)-  39 13 26.58781(N)    097 29 59.76403(W)     ADJUSTED  
 KF0858* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 KF0858  ___________________________________________________________________
 KF0858  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 KF0858  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 KF0858
 KF0858  HORZ ORDER  -  SECOND
 KF0858
 KF0858.The horizontal coordinates were established by classical geodetic methods
 KF0858.and adjusted by the National Geodetic Survey in October 1998..
 KF0858
 KF0858.The orthometric height was scaled from a topographic map.
 KF0858
 KF0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0858
 KF0858.The geoid height was determined by GEOID03.
 KF0858
 KF0858;                    North         East     Units Scale Factor Converg.
 KF0858;SPC KS N     -    98,999.103   443,179.852   MT  0.99995696   +0 18 59.0
 KF0858;UTM  14      - 4,342,712.373   629,485.652   MT  0.99980644   +0 56 55.3
 KF0858
 KF0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0858!SPC KS N     -   0.99993051  x   0.99995696  =   0.99988747
 KF0858!UTM  14      -   0.99993051  x   0.99980644  =   0.99973696
 KF0858
 KF0858|---------------------------------------------------------------------|
 KF0858| PID    Reference Object                     Distance      Geod. Az  |
 KF0858|                                                           dddmmss.s |
 KF0858| CN7896 BETHANY RM 1                         23.224 METERS 00006     |
 KF0858| KF0862 MILTONVALE MUNICIPAL TANK           APPROX.14.8 KM 0154620.6 |
 KF0858| CN7895 BETHANY AZ MK                                      0385845.3 |
 KF0858| KF0854 LONGFORD MUNICIPAL STANDPIPE        APPROX.16.1 KM 1115857.7 |
 KF0858| KF0855 MANCHESTER TANK                     APPROX.21.1 KM 1322501.3 |
 KF0858| CN7897 BETHANY RM 2                         15.372 METERS 26140     |
 KF0858|---------------------------------------------------------------------|
 KF0858
 KF0858                          SUPERSEDED SURVEY CONTROL
 KF0858
 KF0858  NAD 83(1986)-  39 13 26.59621(N)    097 29 59.76346(W) AD(       ) 2
 KF0858  NAD 27      -  39 13 26.60900(N)    097 29 58.66300(W) AD(       ) 2
 KF0858
 KF0858.Superseded values are not recommended for survey control.
 KF0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0858.See file dsdata.txt to determine how the superseded data were derived.
 KF0858
 KF0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2948642712(NAD 83)
 KF0858_MARKER: DS = TRIANGULATION STATION DISK
 KF0858_SETTING: 66 = SET IN ROCK OUTCROP
 KF0858_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KF0858_STAMPING: BETHANY 1950
 KF0858_MARK LOGO: CGS   
 KF0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0858+STABILITY: POSITION/ELEVATION WELL
 KF0858
 KF0858  HISTORY     - Date     Condition        Report By
 KF0858  HISTORY     - 1950     MONUMENTED       CGS
 KF0858  HISTORY     - 1969     GOOD             CGS
 KF0858  HISTORY     - 1989     GOOD             KSDT
 KF0858  HISTORY     - 19890301 GOOD             KSDT
 KF0858
 KF0858                          STATION DESCRIPTION
 KF0858
 KF0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0858'THE STATION IS LOCATED ABOUT 8-3/4 MILES SOUTH AND 2-1/2 MILES
 KF0858'WEST OF MILTONVALE, 5-1/2 MILES NORTH AND 2-1/2 MILES EAST OF
 KF0858'WELLS AND 0.15 MILE SOUTH OF THE BETHANY FREE METHODIST CHURCH,
 KF0858'ON THE EAST SIDE OF NORTH-SOUTH ROAD.  IT IS 24 FEET EAST OF THE
 KF0858'CENTER OF NORTH-SOUTH ROAD, 1 FOOT WEST OF NORTH-SOUTH FENCE
 KF0858'LINE AND 9 FEET NORTH OF WITNESS POST.  IT IS STAMPED BETHANY
 KF0858'1950 AND SET 1 FOOT BELOW THE GROUND SURFACE.
 KF0858'
 KF0858'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 24 FEET EAST OF THE
 KF0858'CENTER OF NORTH-SOUTH ROAD AND 1 FOOT WEST OF NORTH-SOUTH FENCE
 KF0858'LINE.  IT IS STAMPED BETHANY NO 1 1950 AND PROJECTS 4 INCHES.
 KF0858'
 KF0858'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, SET IN THE
 KF0858'PASTURE, 25 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 5 FEET
 KF0858'NORTH OF TELEPHONE POLE AND 3 FEET WEST OF NORTH-SOUTH FENCE
 KF0858'LINE.  IT IS STAMPED BETHANY NO 2 1950 AND PROJECTS 2 INCHES.
 KF0858'
 KF0858'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 97.39 FEET.
 KF0858'
 KF0858'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTHEAST OF THE STATION, 23
 KF0858'FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 5 FEET EAST OF POWER
 KF0858'LINE POLE, 1 FOOT SOUTH OF EAST-WEST FENCE LINE AND 2-1/2 FEET
 KF0858'WEST OF WITNESS POST.  IT IS STAMPED BETHANY 1950 AND PROJECTS
 KF0858'3 INCHES.
 KF0858'
 KF0858'TO REACH THE STATION FROM THE POST OFFICE IN WELLS, GO NORTH AND
 KF0858'EAST ON MAIN ROAD FOR 1.0 MILE TO FORKS, BEAR LEFT AND GO NORTH
 KF0858'FOR 5.2 MILES TO CROSSROAD, TURN RIGHT AND GO EAST FOR 2.1 MILES
 KF0858'TO CROSSROAD, TURN LEFT AND GO NORTH FOR 0.3 MILE TO TOP OF HILL
 KF0858'AND STATION ON THE EAST SIDE AS DESCRIBED.  CONTINUE NORTH FOR
 KF0858'0.75 MILE TO CROSSROAD, TURN RIGHT AND GO EAST FOR 0.55 MILE
 KF0858'TO THE AZIMUTH MARK ON THE SOUTH SIDE AS DESCRIBED.
 KF0858'
 KF0858'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0858
 KF0858                          STATION RECOVERY (1969)
 KF0858
 KF0858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0858'STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 KF0858'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 KF0858'REFERENCE MARK NO. 1 WAS RECOVERED AND PART OF THE DISK WAS GONE
 KF0858'BUT STILL IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR
 KF0858'RECOVERY.
 KF0858'
 KF0858'A METAL WITNESS POST WAS SET 2 FEET NORTH OF THE STATION MARK.
 KF0858'
 KF0858'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 KF0858'
 KF0858'TO REACH THE STATION FROM THE POST OFFICE IN WELLS, GO NORTH AND
 KF0858'EAST ON COUNTY ROAD 813 FOR 1.05 MILE TO A FORK.  KEEP LEFT AND
 KF0858'CONTINUE NORTH ON COUNTY ROAD 813 FOR 5.0 MILES TO A CROSSROAD.
 KF0858'TURN RIGHT AND GO EAST ON A BLADED ROAD FOR 2.0 MILES TO A
 KF0858'CROSSROAD.  TURN LEFT AND GO NORTH ON A BLADED ROAD FOR 0.3 MILE TO
 KF0858'THE TOP OF HILL AND THE STATION ON THE LEFT.  (CONTINUE NORTH ON
 KF0858'THE BLADED ROAD FOR 0.75 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 KF0858'EAST ON A BLADED ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 KF0858'RIGHT.)
 KF0858'
 KF0858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2 MILES
 KF0858'NORTH AND 2-1/2 MILES EAST OF WELLS.
 KF0858
 KF0858                          STATION RECOVERY (1989)
 KF0858
 KF0858'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0858'RECOVERED IN GOOD CONDITION.
 KF0858
 KF0858                          STATION RECOVERY (1989)
 KF0858
 KF0858'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0858'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT REFERENCE MARK NO 1 IS
 KF0858'REPORTED DESTROYED THIS DTAE.  OWNERSHIP-OTTAWA COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0938 ***********************************************************************
 JE0938  DESIGNATION -  BETHEL
 JE0938  PID         -  JE0938
 JE0938  STATE/COUNTY-  KS/DOUGLAS
 JE0938  USGS QUAD   -  LONE STAR (1978)
 JE0938
 JE0938                         *CURRENT SURVEY CONTROL
 JE0938  ___________________________________________________________________
 JE0938* NAD 83(1997)-  38 46 04.05218(N)    095 21 44.65545(W)     ADJUSTED  
 JE0938* NAVD 88     -       327.128  (meters)    1073.25   (feet)  ADJUSTED  
 JE0938  ___________________________________________________________________
 JE0938  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 JE0938  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JE0938  DYNAMIC HT  -         326.906 (meters)    1072.52  (feet)  COMP
 JE0938  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 JE0938
 JE0938  HORZ ORDER  -  SECOND
 JE0938  VERT ORDER  -  SECOND    CLASS 0
 JE0938
 JE0938.The horizontal coordinates were established by classical geodetic methods
 JE0938.and adjusted by the National Geodetic Survey in October 1998..
 JE0938
 JE0938.The orthometric height was determined by differential leveling
 JE0938.and adjusted by the National Geodetic Survey in June 1991..
 JE0938
 JE0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0938
 JE0938.The geoid height was determined by GEOID03.
 JE0938
 JE0938.The dynamic height is computed by dividing the NAVD 88
 JE0938.geopotential number by the normal gravity value computed on the
 JE0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0938.degrees latitude (g = 980.6199 gals.).
 JE0938
 JE0938.The modeled gravity was interpolated from observed gravity values.
 JE0938
 JE0938;                    North         East     Units Scale Factor Converg.
 JE0938;SPC KS N     -    51,567.673   629,196.157   MT  0.99999214   +1 40 07.8
 JE0938;SPC KS S     -   637,793.858   672,645.855   MT  1.00004598   +1 55 41.3
 JE0938;UTM  15      - 4,293,659.083   294,755.638   MT  1.00011876   -1 28 47.2
 JE0938
 JE0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0938!SPC KS N     -   0.99995363  x   0.99999214  =   0.99994577
 JE0938!SPC KS S     -   0.99995363  x   1.00004598  =   0.99999961
 JE0938!UTM  15      -   0.99995363  x   1.00011876  =   1.00007239
 JE0938
 JE0938|---------------------------------------------------------------------|
 JE0938| PID    Reference Object                     Distance      Geod. Az  |
 JE0938|                                                           dddmmss.s |
 JE0938| JE0939 BETHEL RM 1                          17.828 METERS 26531     |
 JE0938| JE1684 OVERBROOK ATT RELAY TOWER           APPROX. 6.7 KM 2865405.6 |
 JE0938| JE0940 BETHEL RM 2                          41.188 METERS 31152     |
 JE0938|---------------------------------------------------------------------|
 JE0938
 JE0938                          SUPERSEDED SURVEY CONTROL
 JE0938
 JE0938  NAD 83(1986)-  38 46 04.05916(N)    095 21 44.65828(W) AD(       ) 2
 JE0938  NAD 27      -  38 46 04.03581(N)    095 21 43.74241(W) AD(       ) 2
 JE0938  NGVD 29 (??/??/92)  327.011  (m)         1072.87   (f) ADJ UNCH    2 0
 JE0938
 JE0938.Superseded values are not recommended for survey control.
 JE0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0938.See file dsdata.txt to determine how the superseded data were derived.
 JE0938
 JE0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC9475693659(NAD 83)
 JE0938_MARKER: DS = TRIANGULATION STATION DISK
 JE0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0938_STAMPING: BETHEL 1960
 JE0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0938+STABILITY: SURFACE MOTION
 JE0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0938+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 JE0938
 JE0938  HISTORY     - Date     Condition        Report By
 JE0938  HISTORY     - 1960     MONUMENTED       CGS
 JE0938  HISTORY     - 1960     GOOD             CGS
 JE0938  HISTORY     - 1970     GOOD             NGS
 JE0938  HISTORY     - 20020919 GOOD             KS-045
 JE0938  HISTORY     - 20050922 GOOD             GEOCAC
 JE0938
 JE0938                          STATION DESCRIPTION
 JE0938
 JE0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE0938'STATION IS LOCATED ON THE RIGHT-OF-WAY OF AN EAST-WEST MACADAM
 JE0938'ROAD, ABOUT 9-1/2 MILES WEST AND 1/2 MILE SOUTH OF BALDWIN
 JE0938'AND 1 MILE SOUTH OF HIGHWAY 56.
 JE0938'
 JE0938'REACHED FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 56 IN THE NORTH
 JE0938'PART OF OVERBROOK BY GOING EAST ON HIGHWAY 56 FOR 8.5 MILES
 JE0938'TO GLOBE STORE ON THE RIGHT, CONTINUE EAST ON HIGHWAY 56 FOR
 JE0938'2.05 MILES TO A MACADAM SIDE ROAD RIGHT, TURN RIGHT, SOUTH,
 JE0938'ON MACADAM ROAD FOR 1.0 MILE TO CROSSROAD AND STATION IN
 JE0938'THE SOUTHWEST ANGLE OF INTERSECTION.
 JE0938'
 JE0938'STATION MARKS ARE STANDARD DISKS, STAMPED BETHEL 1960.  THE
 JE0938'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 JE0938'POST PROJECTING 1 INCH.  IT IS 90 FEET WEST OF THE CENTER OF
 JE0938'A NORTH-SOUTH ROAD, 40 FEET SOUTH OF THE CENTER OF A MACADAM
 JE0938'ROAD, 7 FEET NORTH OF A WIRE FENCE AND 4.5 FEET SOUTH OF A
 JE0938'METAL WITNESS POST.
 JE0938'
 JE0938'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BETHEL NO 1 1960,
 JE0938'SET IN THE TOP OF 10-INCH, SQUARE, CONCRETE POST PROJECTING
 JE0938'4 INCHES.  IT IS 49 FEET SOUTH OF THE CENTER OF THE MACADAM ROAD,
 JE0938'16 FEET SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT NORTH OF THE
 JE0938'WIRE FENCE.
 JE0938'
 JE0938'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BETHEL NO 2 1960,
 JE0938'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 5
 JE0938'INCHES.  IT IS 48 FEET NORTH OF THE CENTER OF THE MACADAM
 JE0938'ROAD, 8.5 FEET WEST OF A POWERLINE POLE AND 2 FEET SOUTH OF
 JE0938'A WIRE FENCE.
 JE0938'
 JE0938'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  TRIANGULATION
 JE0938'STATION WORDEN MAY BE USED.  SEE DESCRIPTION THEREOF.
 JE0938'
 JE0938'DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 JE0938'103.81 FEET OR (31.641 METERS).
 JE0938
 JE0938                          STATION RECOVERY (1960)
 JE0938
 JE0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JE0938'8.6 MI W FROM BALDWIN.
 JE0938'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE0938'FROM THE STATION AT BALDWIN, THENCE 7.9 MILES WEST ALONG GRAVELED
 JE0938'ROAD, 58 FEET WEST OF A NORTH-SOUTH ROAD, 42 FEET SOUTH OF A
 JE0938'EAST-WEST ROAD, 6 FEET NORTH OF THE FENCE, 4.4 FEET SOUTH OF THE
 JE0938'WITNESS POST, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 JE0938'PROJECTS 4 INCHES.
 JE0938
 JE0938                          STATION RECOVERY (1970)
 JE0938
 JE0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE0938'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JE0938'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS WERE FOUND IN
 JE0938'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE0938'
 JE0938'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 JE0938'
 JE0938'TRIANGULATION STATION WORDEN 1960 WAS USED AS THE AZIMUTH MARK.
 JE0938'
 JE0938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 JE0938'SOUTHWEST OF WORDEN.
 JE0938
 JE0938                          STATION RECOVERY (2002)
 JE0938
 JE0938'RECOVERY NOTE BY DOUGLAS COUNTY KANSAS 2002
 JE0938'RECOVERED AS DESCRIBED.  DOUGLAS COUNTY GPS CONTROL POINT DG17.
 JE0938'STAMPED BETHEL 1960.
 JE0938
 JE0938                          STATION RECOVERY (2005)
 JE0938
 JE0938'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0938'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF E 750 RD AND N 200
 JE0938'RD.  ADD 0.3 M NORTH OF A CARSONITE WITNESS POST TO THE DESCRIPTION.
 JE0938' 
 JE0938' 
 JE0938'THE STATION MARK AND REFERENCE MARK 1 RECOVERED.  A VISUAL SEARCH FOR
 JE0938'REFERENCE MARK 2 WAS CONDUCTED WITHOUT SUCCESS.
 JE0938' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0922 ***********************************************************************
 HG0922  DESIGNATION -  BETHEL
 HG0922  PID         -  HG0922
 HG0922  STATE/COUNTY-  KS/KIOWA
 HG0922  USGS QUAD   -  GREENSBURG NW (1984)
 HG0922
 HG0922                         *CURRENT SURVEY CONTROL
 HG0922  ___________________________________________________________________
 HG0922* NAD 83(1997)-  37 43 39.66611(N)    099 28 06.55625(W)     ADJUSTED  
 HG0922* NAVD 88     -       706.     (meters)    2316.     (feet)  SCALED    
 HG0922  ___________________________________________________________________
 HG0922  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 HG0922  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 HG0922
 HG0922  HORZ ORDER  -  SECOND
 HG0922
 HG0922.The horizontal coordinates were established by classical geodetic methods
 HG0922.and adjusted by the National Geodetic Survey in October 1998..
 HG0922
 HG0922.The orthometric height was scaled from a topographic map.
 HG0922
 HG0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0922
 HG0922.The geoid height was determined by GEOID03.
 HG0922
 HG0922;                    North         East     Units Scale Factor Converg.
 HG0922;SPC KS S     -   518,200.010   314,628.280   MT  0.99994139   -0 35 42.6
 HG0922;UTM  14      - 4,175,705.089   458,716.270   MT  0.99962099   -0 17 12.0
 HG0922
 HG0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0922!SPC KS S     -   0.99989333  x   0.99994139  =   0.99983472
 HG0922!UTM  14      -   0.99989333  x   0.99962099  =   0.99951436
 HG0922
 HG0922:                Primary Azimuth Mark                     Grid Az
 HG0922:SPC KS S     -  BETHEL AZ MK                             178 08 46.1
 HG0922:UTM  14      -  BETHEL AZ MK                             177 50 15.5
 HG0922
 HG0922|---------------------------------------------------------------------|
 HG0922| PID    Reference Object                     Distance      Geod. Az  |
 HG0922|                                                           dddmmss.s |
 HG0922| CK8948 BETHEL AZ MK                                       1773303.5 |
 HG0922| CK8950 BETHEL RM 2                          16.919 METERS 26340     |
 HG0922| HG1005 WINDHORST CATHOLIC CHURCH CROSS     APPROX.16.5 KM 2924345.3 |
 HG0922| HG1001 OFFERLE MICROWAVE KAP 38            APPROX.19.1 KM 3354418.8 |
 HG0922| HG1000 OFFERLE MUN WATER TANK              APPROX.19.8 KM 3365948.4 |
 HG0922| CK8949 BETHEL RM 1                          20.765 METERS 34338     |
 HG0922|---------------------------------------------------------------------|
 HG0922
 HG0922                          SUPERSEDED SURVEY CONTROL
 HG0922
 HG0922  NAD 83(1997)-  37 43 39.67396(N)    099 28 06.55608(W) AD(       ) 2
 HG0922  NAD 83(1986)-  37 43 39.67000(N)    099 28 06.55377(W) AD(       ) 2
 HG0922  NAD 27      -  37 43 39.60590(N)    099 28 05.12859(W) AD(       ) 2
 HG0922
 HG0922.Superseded values are not recommended for survey control.
 HG0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0922.See file dsdata.txt to determine how the superseded data were derived.
 HG0922
 HG0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5871675705(NAD 83)
 HG0922_MARKER: DS = TRIANGULATION STATION DISK
 HG0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0922
 HG0922  HISTORY     - Date     Condition        Report By
 HG0922  HISTORY     - 1961     MONUMENTED       CGS
 HG0922
 HG0922                          STATION DESCRIPTION
 HG0922
 HG0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0922'THE STATION IS ABOUT 11-1/2 MILES SOUTH OF OFFERLE, 9-1/2 MILES
 HG0922'NORTH OF MULLINVILLE, IN THE EAST CENTRAL PART OF SECTION 2, T 27 S,
 HG0922'R 20 W, ON THE SUMMIT OF A PROMINENT, GRASS COVERED SAND KNOLL, ON
 HG0922'PROPERTY OWNED BY MERINE ELY.
 HG0922'
 HG0922'TO REACH THE STATION FROM THE FIRST STATE BANK IN MULLINVILLE, GO
 HG0922'NORTH AND EAST ON A PAVED ROAD 6.3 MILE TO A FORK AT THE END OF THE
 HG0922'PAVEMENT.  BEAR LEFT AND GO NORTH ON A GRAVELED ROAD 1.8 MILES TO
 HG0922'WHERE THE MAIN ROAD BEARS EAST.  CONTINUE STRAIGHT AHEAD ON A SAND
 HG0922'ROAD 1.1 MILES TO WHERE THE SAND ROAD BEARS EAST AND A FIELD
 HG0922'ENTRANCE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH, ALONG
 HG0922'THE EAST SIDE OF A FENCE FOR 0.05 MILE TO A WIRE GATE.  PASS THROUGH
 HG0922'THE GATE AND GO NORTH ON A TRACK ROAD 0.45 MILE TO A FENCE CORNER ON
 HG0922'THE LEFT.  BEAR NORTHWEST 0.05 MILE TO THE SUMMIT OF A SAND KNOLL
 HG0922'AND THE STATION.
 HG0922'
 HG0922'STATION MARKS ARE STANDARD DISKS STAMPED BETHEL 1961.  THE SURFACE
 HG0922'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 HG0922'IS 6.2 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 HG0922'SET 42 INCHES BELOW THE SURFACE IN AN IRREGULAR MASS OF CONCRETE.
 HG0922'
 HG0922'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BETHEL NO 1 1961, IS SET
 HG0922'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 74.5 FEET
 HG0922'NORTH OF THE METAL WITNESS POST.
 HG0922'
 HG0922'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BETHEL NO 2 1961, IS SET
 HG0922'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ON THE
 HG0922'WEST SLOPE OF THE HILL AND 59 FEET NORTHWEST OF THE METAL WITNESS
 HG0922'POST.
 HG0922'
 HG0922'AZIMUTH MARK IS A STANDARD DISK STAMPED BETHEL 1961, SET IN A SQUARE
 HG0922'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 53 FEET NORTH OF THE
 HG0922'CENTER OF THE WIRE GATE AT THE FIELD ENTRANCE, 1.6 FEET NORTH OF A
 HG0922'METAL WITNESS POST AND 0.5 FEET WEST OF A FENCE.
 HG0922'
 HG0922'NOTE--REFERENCE MARKS MEASURED WITH 5 KG TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0939 ***********************************************************************
 JE0939  DESIGNATION -  BETHEL RM 1
 JE0939  PID         -  JE0939
 JE0939  STATE/COUNTY-  KS/DOUGLAS
 JE0939  USGS QUAD   -  LONE STAR (1978)
 JE0939
 JE0939                         *CURRENT SURVEY CONTROL
 JE0939  ___________________________________________________________________
 JE0939* NAD 83(1986)-  38 46 04.     (N)    095 21 44.     (W)     SCALED    
 JE0939* NAVD 88     -       327.065  (meters)    1073.05   (feet)  ADJUSTED  
 JE0939  ___________________________________________________________________
 JE0939  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JE0939  DYNAMIC HT  -         326.843 (meters)    1072.32  (feet)  COMP
 JE0939  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 JE0939
 JE0939  VERT ORDER  -  SECOND    CLASS 0
 JE0939
 JE0939.The horizontal coordinates were scaled from a topographic map and have
 JE0939.an estimated accuracy of +/- 6 seconds.
 JE0939
 JE0939.The orthometric height was determined by differential leveling
 JE0939.and adjusted by the National Geodetic Survey in June 1991..
 JE0939
 JE0939.The geoid height was determined by GEOID03.
 JE0939
 JE0939.The dynamic height is computed by dividing the NAVD 88
 JE0939.geopotential number by the normal gravity value computed on the
 JE0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0939.degrees latitude (g = 980.6199 gals.).
 JE0939
 JE0939.The modeled gravity was interpolated from observed gravity values.
 JE0939
 JE0939;                    North         East    Units  Estimated Accuracy
 JE0939;SPC KS N     -    51,570.      629,210.      MT  (+/- 180 meters Scaled)
 JE0939
 JE0939                          SUPERSEDED SURVEY CONTROL
 JE0939
 JE0939  NGVD 29 (??/??/92)  326.948  (m)         1072.66   (f) ADJ UNCH    2 0
 JE0939
 JE0939.Superseded values are not recommended for survey control.
 JE0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0939.See file dsdata.txt to determine how the superseded data were derived.
 JE0939
 JE0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC947936(NAD 83)
 JE0939_MARKER: DR = REFERENCE MARK DISK
 JE0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0939_STAMPING: BETHEL NO 1 1960
 JE0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0939+STABILITY: SURFACE MOTION
 JE0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0939+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 JE0939
 JE0939  HISTORY     - Date     Condition        Report By
 JE0939  HISTORY     - 1960     MONUMENTED       CGS
 JE0939  HISTORY     - 20050922 GOOD             GEOCAC
 JE0939
 JE0939                          STATION DESCRIPTION
 JE0939
 JE0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE0939'8.6 MI W FROM BALDWIN.
 JE0939'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0939'RAILWAY FROM THE STATION AT BALDWIN, THENCE 7.9 MILES WEST ALONG
 JE0939'GRAVELED ROAD, 48 FEET SOUTH OF EAST WEST ROAD 58 FEET WEST OF
 JE0939'THE STATION, 1.5 FEET NORTH OF THE FENCE, SET IN THE TOP OF A
 JE0939'SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 JE0939
 JE0939                          STATION RECOVERY (2005)
 JE0939
 JE0939'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0939'HANDHELD GPS COORDINATES (NAD83) N38 46 04.2 W95 21 45.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0940 ***********************************************************************
 JE0940  DESIGNATION -  BETHEL RM 2
 JE0940  PID         -  JE0940
 JE0940  STATE/COUNTY-  KS/DOUGLAS
 JE0940  USGS QUAD   -  LONE STAR (1978)
 JE0940
 JE0940                         *CURRENT SURVEY CONTROL
 JE0940  ___________________________________________________________________
 JE0940* NAD 83(1986)-  38 46 04.     (N)    095 21 44.     (W)     SCALED    
 JE0940* NAVD 88     -       327.319  (meters)    1073.88   (feet)  ADJUSTED  
 JE0940  ___________________________________________________________________
 JE0940  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JE0940  DYNAMIC HT  -         327.096 (meters)    1073.15  (feet)  COMP
 JE0940  MODELED GRAV-     979,939.0   (mgal)                       NAVD 88
 JE0940
 JE0940  VERT ORDER  -  SECOND    CLASS 0
 JE0940
 JE0940.The horizontal coordinates were scaled from a topographic map and have
 JE0940.an estimated accuracy of +/- 6 seconds.
 JE0940
 JE0940.The orthometric height was determined by differential leveling
 JE0940.and adjusted by the National Geodetic Survey in June 1991..
 JE0940
 JE0940.The geoid height was determined by GEOID03.
 JE0940
 JE0940.The dynamic height is computed by dividing the NAVD 88
 JE0940.geopotential number by the normal gravity value computed on the
 JE0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0940.degrees latitude (g = 980.6199 gals.).
 JE0940
 JE0940.The modeled gravity was interpolated from observed gravity values.
 JE0940
 JE0940;                    North         East    Units  Estimated Accuracy
 JE0940;SPC KS N     -    51,570.      629,210.      MT  (+/- 180 meters Scaled)
 JE0940
 JE0940                          SUPERSEDED SURVEY CONTROL
 JE0940
 JE0940  NGVD 29 (??/??/92)  327.201  (m)         1073.49   (f) ADJ UNCH    2 0
 JE0940
 JE0940.Superseded values are not recommended for survey control.
 JE0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0940.See file dsdata.txt to determine how the superseded data were derived.
 JE0940
 JE0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC947936(NAD 83)
 JE0940_MARKER: DR = REFERENCE MARK DISK
 JE0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0940_STAMPING: BETHEL NO 2 1960
 JE0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0940+STABILITY: SURFACE MOTION
 JE0940
 JE0940  HISTORY     - Date     Condition        Report By
 JE0940  HISTORY     - 1960     MONUMENTED       CGS
 JE0940  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0940
 JE0940                          STATION DESCRIPTION
 JE0940
 JE0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE0940'8.6 MI W FROM BALDWIN.
 JE0940'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0940'FROM THE STATION AT BALDWIN, THENCE 7.9 MILES WEST ALONG GRAVELED
 JE0940'ROAD, 46 FEET NORTH OF THE EAST-WEST ROAD, 135 FEET NORTHWEST OF THE
 JE0940'STATION, 2 FEET SOUTH OF THE FENCE, SET IN THE TOP OF A SQUARE
 JE0940'CONCRETE POST THAT PROJECTS 8 INCHES.
 JE0940
 JE0940                          STATION RECOVERY (2005)
 JE0940
 JE0940'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0940'A VISUAL SEARCH FOR THE MARK WAS CONDUCTED WITHOUT SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1143 ***********************************************************************
 KF1143  DESIGNATION -  BETHLEHEM EVAN LUTH CH SPIRE
 KF1143  PID         -  KF1143
 KF1143  STATE/COUNTY-  KS/MARSHALL
 KF1143  USGS QUAD   -  HERKIMER (1983)
 KF1143
 KF1143                         *CURRENT SURVEY CONTROL
 KF1143  ___________________________________________________________________
 KF1143* NAD 83(1997)-  39 59 12.75979(N)    096 44 59.09649(W)     ADJUSTED  
 KF1143* NAVD 88     -                                                        
 KF1143  ___________________________________________________________________
 KF1143  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 KF1143  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 KF1143
 KF1143  HORZ ORDER  -  THIRD
 KF1143
 KF1143.The horizontal coordinates were established by classical geodetic methods
 KF1143.and adjusted by the National Geodetic Survey in October 1998..
 KF1143
 KF1143
 KF1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1143
 KF1143.The geoid height was determined by GEOID03.
 KF1143
 KF1143;                    North         East     Units Scale Factor Converg.
 KF1143;SPC KS N     -   184,309.925   506,784.998   MT  1.00003936   +0 47 27.8
 KF1143;SPC NE       -    22,266.635   777,540.858   MT  1.00000595   +2 09 14.2
 KF1143;UTM  14      - 4,428,725.912   692,126.214   MT  1.00005444   +1 26 47.3
 KF1143
 KF1143                          SUPERSEDED SURVEY CONTROL
 KF1143
 KF1143  NAD 83(1997)-  39 59 12.75998(N)    096 44 59.09640(W) AD(       ) 4
 KF1143  NAD 83(1986)-  39 59 12.76539(N)    096 44 59.09267(W) AD(       ) 4
 KF1143  NAD 27      -  39 59 12.75000(N)    096 44 58.00100(W) AD(       ) 3
 KF1143
 KF1143.Superseded values are not recommended for survey control.
 KF1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1143.See file dsdata.txt to determine how the superseded data were derived.
 KF1143
 KF1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK9212628726(NAD 83)
 KF1143_MARKER: 90 = CHURCH SPIRE
 KF1143
 KF1143  HISTORY     - Date     Condition        Report By
 KF1143  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1143  HISTORY     - 1965     GOOD             CGS
 KF1143
 KF1143                          STATION DESCRIPTION
 KF1143
 KF1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1143'LOCATED ABOUT 3.5 MILES NORTHWEST OF HERKIMER, 2 MILES
 KF1143'NORTH-NORTHEAST OF BREMEN, 160 FEET SOUTHEAST OF THE CENTER OF A
 KF1143'CROSSROAD, AND 100 FEET EAST OF THE CENTER OF A GRAVELED ROAD.
 KF1143'
 KF1143'SPIRE IS ATOP A BELFRY AND HAS A CROSS AT ITS APEX, THE OVERALL
 KF1143'HEIGHT IS ABOUT 100 FEET.
 KF1143'
 KF1143'POINT OBSERVED WAS A CROSS AT THE APEX OF THE SPIRE.
 KF1143
 KF1143                          STATION RECOVERY (1965)
 KF1143
 KF1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1143'THIS INTERSECTION STATION RECOVERED AS DESCRIBED.  THIS CHURCH IS
 KF1143'NOW THE ST. IMMANUELS EVANGELICAL LUTHERN CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1100 ***********************************************************************
 HE1100  DESIGNATION -  BEULAH
 HE1100  PID         -  HE1100
 HE1100  STATE/COUNTY-  KS/CRAWFORD
 HE1100  USGS QUAD   -  RADLEY (1977)
 HE1100
 HE1100                         *CURRENT SURVEY CONTROL
 HE1100  ___________________________________________________________________
 HE1100* NAD 83(1997)-  37 24 41.61968(N)    094 48 20.68577(W)     ADJUSTED  
 HE1100* NAVD 88     -       304.2    (meters)     998.     (feet)  VERTCON   
 HE1100  ___________________________________________________________________
 HE1100  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HE1100  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HE1100
 HE1100  HORZ ORDER  -  SECOND
 HE1100
 HE1100.The horizontal coordinates were established by classical geodetic methods
 HE1100.and adjusted by the National Geodetic Survey in October 1998..
 HE1100
 HE1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1100
 HE1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1100
 HE1100.The geoid height was determined by GEOID03.
 HE1100
 HE1100;                    North         East     Units Scale Factor Converg.
 HE1100;SPC KS S     -   489,150.419   726,957.077   MT  0.99997467   +2 16 12.8
 HE1100;UTM  15      - 4,142,059.963   340,194.925   MT  0.99991458   -1 05 50.2
 HE1100
 HE1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1100!SPC KS S     -   0.99995704  x   0.99997467  =   0.99993172
 HE1100!UTM  15      -   0.99995704  x   0.99991458  =   0.99987163
 HE1100
 HE1100:                Primary Azimuth Mark                     Grid Az
 HE1100:SPC KS S     -  PITTSBURG N MUNICIPAL TANK               077 12 17.3
 HE1100:UTM  15      -  PITTSBURG N MUNICIPAL TANK               080 34 20.3
 HE1100
 HE1100|---------------------------------------------------------------------|
 HE1100| PID    Reference Object                     Distance      Geod. Az  |
 HE1100|                                                           dddmmss.s |
 HE1100| HE1026 PITTSBURG N MUNICIPAL TANK          APPROX. 9.6 KM 0792830.1 |
 HE1100| HE1015 PITTSBURG LADY LOURDES CATH CH      APPROX. 9.1 KM 0864404.1 |
 HE1100| HE1016 PITTSBURG RADIO KOAM CEN MAST       APPROX.14.9 KM 0892023.8 |
 HE1100| HE1007 PITTSBURG HOTEL BESSE FLAGPOLE      APPROX. 9.0 KM 0901220.3 |
 HE1100| CN5677 BEULAH RM 1                          23.796 METERS 10332     |
 HE1100| HE1107 WEIR MUNICIPAL TANK                 APPROX.11.6 KM 1645125.8 |
 HE1100| CN5678 BEULAH RM 2                          30.343 METERS 18440     |
 HE1100| CN5676 BEULAH AZ MK                                       2661942.3 |
 HE1100| HE1101 GIRARD CRAW KAN TEL COOP MAST       APPROX.10.0 KM 3404359.5 |
 HE1100| HE1147 GIRARD MUNICIPAL TANK               APPROX.11.1 KM 3442837.4 |
 HE1100|---------------------------------------------------------------------|
 HE1100
 HE1100                          SUPERSEDED SURVEY CONTROL
 HE1100
 HE1100  NAD 83(1997)-  37 24 41.62584(N)    094 48 20.68634(W) AD(       ) 2
 HE1100  NAD 83(1986)-  37 24 41.63159(N)    094 48 20.67869(W) AD(       ) 2
 HE1100  NAD 27      -  37 24 41.44608(N)    094 48 19.81087(W) AD(       ) 2
 HE1100  NGVD 29 (07/19/86)  304.1    (m)          998.     (f) VERT ANG       
 HE1100
 HE1100.Superseded values are not recommended for survey control.
 HE1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1100.See file dsdata.txt to determine how the superseded data were derived.
 HE1100
 HE1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4019542060(NAD 83)
 HE1100_MARKER: DS = TRIANGULATION STATION DISK
 HE1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1100+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004
 HE1100
 HE1100  HISTORY     - Date     Condition        Report By
 HE1100  HISTORY     - 1965     MONUMENTED       CGS
 HE1100  HISTORY     - 1966     GOOD             CGS
 HE1100  HISTORY     - 20040122 GOOD             SKW
 HE1100
 HE1100                          STATION DESCRIPTION
 HE1100
 HE1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1100'STATION IS ABOUT 6 MILES WEST OF PITTSBURG, 4-1/2 MILES NORTH
 HE1100'OF CHEROKEE AND 2-1/2 MILES SOUTHEAST OF THE VILLAGE OF BEULAH,
 HE1100'ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 126.
 HE1100'
 HE1100'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160
 HE1100'AND STATE HIGHWAY 7 IN THE SOUTHWEST EDGE OF CHEROKEE, GO NORTH
 HE1100'ON STATE HIGHWAY 7 FOR 5.0 MILES TO THE JUNCTION WITH STATE
 HE1100'HIGHWAY 126.  TURN RIGHT AND GO EAST ON HIGHWAY 126 FOR 1.25
 HE1100'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE
 HE1100'HIGHWAY FOR 0.25 MILE TO THE STATION ON THE LEFT.
 HE1100'
 HE1100'STATION MARK IS A STANDARD DISK, STAMPED BEULAH 1964, SET IN THE
 HE1100'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 HE1100'GROUND SURFACE.  IT IS 62 FEET WEST OF THE CENTERLINE OF A FIELD
 HE1100'ROAD, 49 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 126
 HE1100'AND 2.3 FEET EAST OF A WITNESS POST.
 HE1100'
 HE1100'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEULAH NO 1 1964,
 HE1100'CEMENTED IN A DRILL HOLE IN THE SOUTH END OF THE EAST ABUTMENT
 HE1100'OF A CONCRETE CULVERT.  IT IS 32 FEET NORTH OF THE CENTERLINE
 HE1100'OF THE HIGHWAY, 20 FEET SOUTH OF A CORNER FENCE POST, 13 FEET
 HE1100'EAST OF THE CENTERLINE OF THE FIELD ROAD AND ABOUT THE SAME
 HE1100'ELEVATION AS THE STATION.
 HE1100'
 HE1100'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEULAH NO 2 1964,
 HE1100'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HE1100'WITH THE GROUND SURFACE.  IT IS 50 FEET SOUTH OF THE CENTERLINE
 HE1100'OF THE HIGHWAY, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND
 HE1100'ABOUT THE SAME ELEVATION AS THE STATION.
 HE1100'
 HE1100'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEULAH 1964, CEMENTED IN
 HE1100'A DRILL HOLE IN THE EAST ABUTMENT OF A CONCRETE CULVERT.  IT
 HE1100'IS 43 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 126, 8
 HE1100'FEET EAST OF THE CENTERLINE OF A FIELD ROAD AND 3.6 FEET
 HE1100'SOUTH OF A WITNESS POST.
 HE1100'
 HE1100'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HE1100
 HE1100                          STATION RECOVERY (1966)
 HE1100
 HE1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1100'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HE1100'WERE RECOVERED AS DESCRIBED BY JOHN C. CHILDS IN 1965.  HOWEVER,
 HE1100'THE DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK THE 1965
 HE1100'DIRECTION BY 11.4 SECONDS.
 HE1100'
 HE1100'ALL OBJECTS VISIBLE AT 30 FEET.
 HE1100
 HE1100                          STATION RECOVERY (2004)
 HE1100
 HE1100'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 HE1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1152 ***********************************************************************
 HE1152  DESIGNATION -  BEVER
 HE1152  PID         -  HE1152
 HE1152  STATE/COUNTY-  KS/CRAWFORD
 HE1152  USGS QUAD   -  GIRARD (1964)
 HE1152
 HE1152                         *CURRENT SURVEY CONTROL
 HE1152  ___________________________________________________________________
 HE1152* NAD 83(1997)-  37 36 04.86991(N)    094 51 15.43329(W)     ADJUSTED  
 HE1152* NAVD 88     -       322.5    (meters)    1058.     (feet)  VERTCON   
 HE1152  ___________________________________________________________________
 HE1152  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 HE1152  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HE1152
 HE1152  HORZ ORDER  -  SECOND
 HE1152
 HE1152.The horizontal coordinates were established by classical geodetic methods
 HE1152.and adjusted by the National Geodetic Survey in October 1998..
 HE1152
 HE1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1152
 HE1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1152
 HE1152.The geoid height was determined by GEOID03.
 HE1152
 HE1152;                    North         East     Units Scale Factor Converg.
 HE1152;SPC KS S     -   510,028.856   721,839.774   MT  0.99995107   +2 14 25.4
 HE1152;UTM  15      - 4,163,202.255   336,313.851   MT  0.99993003   -1 07 54.0
 HE1152
 HE1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1152!SPC KS S     -   0.99995423  x   0.99995107  =   0.99990531
 HE1152!UTM  15      -   0.99995423  x   0.99993003  =   0.99988427
 HE1152
 HE1152|---------------------------------------------------------------------|
 HE1152| PID    Reference Object                     Distance      Geod. Az  |
 HE1152|                                                           dddmmss.s |
 HE1152| CN5685 BEVER RM 2                           18.483 METERS 08526     |
 HE1152| CN5686 BEVER 2 AZ MK                                      08814     |
 HE1152| CN5683 BEVER AZ MK                                        0885219.6 |
 HE1152| HE1140 ARMA MUNICIPAL TANK                 APPROX.15.3 KM 1141209.1 |
 HE1152| HE1151 BEVER 2                               7.366 METERS 22630     |
 HE1152| CN5684 BEVER RM 1                           18.565 METERS 35651     |
 HE1152|---------------------------------------------------------------------|
 HE1152
 HE1152                          SUPERSEDED SURVEY CONTROL
 HE1152
 HE1152  NAD 83(1997)-  37 36 04.87548(N)    094 51 15.43332(W) AD(       ) 2
 HE1152  NAD 83(1986)-  37 36 04.87923(N)    094 51 15.42578(W) AD(       ) 2
 HE1152  NAD 27      -  37 36 04.72023(N)    094 51 14.53388(W) AD(       ) 2
 HE1152  NGVD 29 (07/19/86)  322.4    (m)         1058.     (f) VERT ANG       
 HE1152
 HE1152.Superseded values are not recommended for survey control.
 HE1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1152.See file dsdata.txt to determine how the superseded data were derived.
 HE1152
 HE1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3631463202(NAD 83)
 HE1152_MARKER: DS = TRIANGULATION STATION DISK
 HE1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1152
 HE1152  HISTORY     - Date     Condition        Report By
 HE1152  HISTORY     - 1966     MONUMENTED       CGS
 HE1152  HISTORY     - 1968     GOOD             CGS
 HE1152
 HE1152                          STATION DESCRIPTION
 HE1152
 HE1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1152'THE STATION IS ABOUT 6 MILES EAST-NORTHEAST OF BRAZILTON, 6
 HE1152'MILES NORTH OF GIRARD AND 2 MILES SOUTHWEST OF THE VILLAGE OF
 HE1152'FARLINGTON, ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST SECTION
 HE1152'LINE ROAD.
 HE1152'
 HE1152'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND
 HE1152'57 IN GIRARD, GO NORTH ON HIGHWAY 7 FOR 6.4 MILES TO A
 HE1152'CROSSROAD, ABOUT 75 YARDS WEST OF A SMALL CONCRETE BUILDING.
 HE1152'TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 0.85 MILE TO THE
 HE1152'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON GRAVELED ROAD FOR
 HE1152'0.3 MILE TO A FARM DRIVEWAY AND THE STATION ON THE LEFT.
 HE1152'
 HE1152'STATION MARK IS A STANDARD DISK, STAMPED BEVER 1966, SET IN
 HE1152'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1152'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 35 FEET SOUTH OF
 HE1152'THE CENTERLINE OF A GRAVELED ROAD, 25 FEET WEST OF THE CENTERLINE
 HE1152'OF AN ENTRANCE TO A FARM LOT, 6 FEET SOUTHEAST OF A FENCE
 HE1152'CORNER POST AND 4.6 FEET SOUTH OF A WITNESS POST.
 HE1152'
 HE1152'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEVER NO 1 1966,
 HE1152'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1152'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 48 FEET WEST
 HE1152'OF A TELEPHONE LINE POLE, 27 FEET NORTH OF THE CENTERLINE
 HE1152'OF THE GRAVELED ROAD, 1 FOOT SOUTH OF A FENCE AND ABOUT THE
 HE1152'SAME ELEVATION AS THE STATION.
 HE1152'
 HE1152'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEVER NO 2 1966,
 HE1152'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1152'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 36 FEET EAST
 HE1152'OF THE CENTERLINE OF THE FARM LOT ENTRANCE, 29 FEET SOUTH OF
 HE1152'THE CENTERLINE OF THE GRAVELED ROAD, 11 FEET EAST OF A FENCE
 HE1152'CORNER POST, 1 FOOT WEST OF A POWER LINE POLE AND ABOUT THE SAME
 HE1152'ELEVATION AS THE STATION.
 HE1152'
 HE1152'AZIMUTH MARK IS A STANDARD DISK, STAMPED BEVER 1966, SET IN
 HE1152'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE1152'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 30 FEET NORTH OF
 HE1152'THE CENTERLINE OF A GRAVELED ROAD, 1.7 FEET EAST OF A WITNESS
 HE1152'POST, 1 FOOT SOUTH OF A FENCE AND 1 FOOT WEST OF A TELEPHONE
 HE1152'LINE POLE.
 HE1152
 HE1152                          STATION RECOVERY (1968)
 HE1152
 HE1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HE1152'STATION MARK RECOVERED IN GOOD CONDITION, BUT WAS IN DANGER
 HE1152'OF BEING DESTROYED BY ROAD CONSTRUCTION.  AZIMUTH MARK AND
 HE1152'REFERENCE MARKS NO 1 AND 2 WERE FOUND DESTROYED BY GRADER
 HE1152'OPERATIONS.  A COMPLETE NEW STATION WAS ESTABLISHED AND THE
 HE1152'STATION MARK DESTROYED.
 HE1152'
 HE1152'FOR DETAILS, SEE DESCRIPTION FOR BEVER 2.
 HE1152'
 HE1152'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES SW
 HE1152'OF FARLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1151 ***********************************************************************
 HE1151  DESIGNATION -  BEVER 2
 HE1151  PID         -  HE1151
 HE1151  STATE/COUNTY-  KS/CRAWFORD
 HE1151  USGS QUAD   -  GIRARD (1964)
 HE1151
 HE1151                         *CURRENT SURVEY CONTROL
 HE1151  ___________________________________________________________________
 HE1151* NAD 83(1997)-  37 36 04.70543(N)    094 51 15.65109(W)     ADJUSTED  
 HE1151* NAVD 88     -       323.     (meters)    1060.     (feet)  VERTCON   
 HE1151  ___________________________________________________________________
 HE1151  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 HE1151  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HE1151
 HE1151  HORZ ORDER  -  THIRD
 HE1151
 HE1151.The horizontal coordinates were established by classical geodetic methods
 HE1151.and adjusted by the National Geodetic Survey in October 1998..
 HE1151.No horizontal observational check was made to the station.
 HE1151
 HE1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1151
 HE1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1151
 HE1151.The geoid height was determined by GEOID03.
 HE1151
 HE1151;                    North         East     Units Scale Factor Converg.
 HE1151;SPC KS S     -   510,023.580   721,834.634   MT  0.99995107   +2 14 25.3
 HE1151;UTM  15      - 4,163,197.291   336,308.410   MT  0.99993005   -1 07 54.1
 HE1151
 HE1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1151!SPC KS S     -   0.99995414  x   0.99995107  =   0.99990521
 HE1151!UTM  15      -   0.99995414  x   0.99993005  =   0.99988419
 HE1151
 HE1151|---------------------------------------------------------------------|
 HE1151| PID    Reference Object                     Distance      Geod. Az  |
 HE1151|                                                           dddmmss.s |
 HE1151| CN5688 BEVER 2 RM 4                                       04630     |
 HE1151| HE1152 BEVER                                 7.366 METERS 04630     |
 HE1151| CN5686 BEVER 2 AZ MK                                      2231536.2 |
 HE1151| CN5687 BEVER 2 RM 3                                       22655     |
 HE1151|---------------------------------------------------------------------|
 HE1151
 HE1151                          SUPERSEDED SURVEY CONTROL
 HE1151
 HE1151  NAD 83(1997)-  37 36 04.71099(N)    094 51 15.65112(W) AD(       ) 3
 HE1151  NAD 83(1986)-  37 36 04.71475(N)    094 51 15.64358(W) AD(       ) 3
 HE1151  NAD 27      -  37 36 04.55573(N)    094 51 14.75165(W) AD(       ) 3
 HE1151  NGVD 29 (07/19/86)  323.     (m)         1060.     (f) VERT ANG       
 HE1151
 HE1151.Superseded values are not recommended for survey control.
 HE1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1151.See file dsdata.txt to determine how the superseded data were derived.
 HE1151
 HE1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3630863197(NAD 83)
 HE1151_MARKER: DS = TRIANGULATION STATION DISK
 HE1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1151_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1151
 HE1151  HISTORY     - Date     Condition        Report By
 HE1151  HISTORY     - 1968     MONUMENTED       CGS
 HE1151
 HE1151                          STATION DESCRIPTION
 HE1151
 HE1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HE1151'STATION IS LOCATED ABOUT 6 MILES NORTH OF GIRARD AND ABOUT 2
 HE1151'MILES WEST OF FARLINGTON ON THE SOUTH RIGHT-OF-WAY OF AN
 HE1151'EAST-WEST ROAD.
 HE1151'
 HE1151'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 57 IN GIRARD,
 HE1151'GO NORTH ON STATE HIGHWAY 7 FOR 6.5 MILES TO CROSSROADS.
 HE1151'TURN LEFT AND GO WEST ON COUNTY ROAD FOR 0.85 MILE TO AZIMUTH
 HE1151'MARK ON RIGHT.  CONTINUE WEST FOR 0.3 MILE TO STATION ON LEFT
 HE1151'JUST WEST OF A DRIVEWAY ON LEFT.
 HE1151'
 HE1151'STATION MARK, A STANDARD DISK SET IN THE TOP OF A ROUND
 HE1151'CONCRETE POST AND STAMPED BEVER 2 1968 IS 50 FEET SOUTH OF THE
 HE1151'CENTERLINE OF ROAD, 42 FEET WEST OF CENTERLINE OF DRIVEWAY, 13-1/2
 HE1151'FEET WEST OF FENCE CORNER POST AND 1 FOOT NORTH OF FENCE AND
 HE1151'WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 HE1151'
 HE1151'REFERENCE MARK NO. 3 A STANDARD DISK SET IN THE TOP OF A ROUND
 HE1151'CONCRETE POST AND STAMPED BEVER 2 NO 3 1968, IS 50 FEET SOUTH
 HE1151'OF THE CENTERLINE OF ROAD, 35 FEET EAST OF DRIVEWAY, 11 FEET
 HE1151'EAST OF FENCE CORNER POST AND 2 FEET WEST OF POWERLINE POLE.
 HE1151'THE MARK PROJECTS 2 INCHES.
 HE1151'
 HE1151'REFERENCE MARK NO. 4, A STANDARD DISK, SET IN THE TOP OF
 HE1151'A ROUND CONCRETE POST AND STAMPED BEVER 2 NO 4 1968 IS 78-1/2
 HE1151'FEET WEST OF CENTERLINE OF DRIVEWAY, 50 FEET SOUTH OF THE
 HE1151'CENTERLINE OF ROAD, 50 FEET WEST OF CORNER FENCE POST AND IS IN
 HE1151'THE FENCELINE.  THE MARK FLUSH WITH THE GROUND.
 HE1151'
 HE1151'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 HE1151'POST AND STAMPED BEVER 2 1968, IS 50 FEET NORTH OF THE CENTERLINE
 HE1151'OF ROAD, 2 FEET WEST OF POWER POLE AND 1 FOOT EAST OF WITNESS
 HE1151'POST.  THE MARK PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1639 ***********************************************************************
 JF1639  DESIGNATION -  BEVERLY 2
 JF1639  PID         -  JF1639
 JF1639  STATE/COUNTY-  KS/LINCOLN
 JF1639  USGS QUAD   -  JUNIATA (1979)
 JF1639
 JF1639                         *CURRENT SURVEY CONTROL
 JF1639  ___________________________________________________________________
 JF1639* NAD 83(1997)-  38 59 00.00523(N)    097 59 04.62874(W)     ADJUSTED  
 JF1639* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 JF1639  ___________________________________________________________________
 JF1639  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JF1639  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 JF1639
 JF1639  HORZ ORDER  -  THIRD
 JF1639
 JF1639.The horizontal coordinates were established by classical geodetic methods
 JF1639.and adjusted by the National Geodetic Survey in October 1998..
 JF1639.No horizontal observational check was made to the station.
 JF1639
 JF1639.The orthometric height was scaled from a topographic map.
 JF1639
 JF1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1639
 JF1639.The geoid height was determined by GEOID03.
 JF1639
 JF1639;                    North         East     Units Scale Factor Converg.
 JF1639;SPC KS N     -    72,157.205   401,332.662   MT  0.99996768   +0 00 35.0
 JF1639;UTM  14      - 4,315,417.493   587,945.205   MT  0.99969524   +0 38 19.7
 JF1639
 JF1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1639!SPC KS N     -   0.99993743  x   0.99996768  =   0.99990511
 JF1639!UTM  14      -   0.99993743  x   0.99969524  =   0.99963269
 JF1639
 JF1639:                Primary Azimuth Mark                     Grid Az
 JF1639:SPC KS N     -  BEVERLY AZ MK                            005 22 36.9
 JF1639:UTM  14      -  BEVERLY AZ MK                            004 44 52.2
 JF1639
 JF1639|---------------------------------------------------------------------|
 JF1639| PID    Reference Object                     Distance      Geod. Az  |
 JF1639|                                                           dddmmss.s |
 JF1639| CL4285 BEVERLY AZ MK                                      0052311.9 |
 JF1639| JF1638 BEVERLY RM 2                         25.859 METERS 03323     |
 JF1639| KF0897 TESCOTT MUNICIPAL TANK              APPROX.10.0 KM 0725424.1 |
 JF1639| CL4286 BEVERLY RM 1                         15.000 METERS 12043     |
 JF1639| JF1640 BEVERLY 2 AZ MK                     APPROX. 0.6 KM 3185658.9 |
 JF1639|---------------------------------------------------------------------|
 JF1639
 JF1639                          SUPERSEDED SURVEY CONTROL
 JF1639
 JF1639  NAD 83(1986)-  38 59 00.01443(N)    097 59 04.62829(W) AD(       ) 3
 JF1639  NAD 27      -  38 58 59.99597(N)    097 59 03.45711(W) AD(       ) 3
 JF1639
 JF1639.Superseded values are not recommended for survey control.
 JF1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1639.See file dsdata.txt to determine how the superseded data were derived.
 JF1639
 JF1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ8794515417(NAD 83)
 JF1639_MARKER: DS = TRIANGULATION STATION DISK
 JF1639_SETTING: 66 = SET IN ROCK OUTCROP
 JF1639_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JF1639_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF1639+STABILITY: POSITION/ELEVATION WELL
 JF1639
 JF1639  HISTORY     - Date     Condition        Report By
 JF1639  HISTORY     - 1979     MONUMENTED       NGS
 JF1639
 JF1639                          STATION DESCRIPTION
 JF1639
 JF1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JF1639'STATION IS ABOUT 11 MILES EAST OF LINCOLN, 6 MILES WEST OF TESCOTT,
 JF1639'2-1/4 MILES SOUTH-SOUTHWEST OF BEVERLY AND ON A PROMINENT ROCKY HILL
 JF1639'IN PASTURELAND OWNED BY W.E. POWELL, BEVERLY, KS 67423.  TELEPHONE
 JF1639'913 436 2790.
 JF1639'
 JF1639'TO REACH THE STATION FROM THE POST OFFICE IN BEVERLY, GO SOUTH ON
 JF1639'MAIN STREET FOR 0.15 MILE TO A RAILROAD CROSSING.  CONTINUE SOUTH,
 JF1639'WEST, AND SOUTHWEST ON A WINDING ROAD FOR 2.2 MILES TO A
 JF1639'CROSSROAD.  CONTINUE SOUTH FOR 0.3 MILE TO THE TOP OF THE HILL AND THE
 JF1639'STATION ON THE RIGHT.
 JF1639'
 JF1639'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.3 MILE TO
 JF1639'THE CROSSROAD, TURN LEFT AND GO WEST FOR 0.25 MILE TO THE MARK ON THE
 JF1639'LEFT AT THE NORTHEAST CORNER OF A PASTURE.
 JF1639'
 JF1639'STATION MARK IS A STANDARD DISK, STAMPED---BEVERLY 2 1979---SET
 JF1639'INTO A DRILLED HOLE IN A ROCK OUTCROP THAT IS FLUSH.  MARK IS 115
 JF1639'FEET WEST OF THE CENTERLINE OF THE ROAD, 34.5 FEET EAST-NORTHEAST
 JF1639'OF THE APPROXIMATE CENTER OF A LARGE ROCK OUTCROP WHICH PROJECTS
 JF1639'ABOUT 2 FEET AND 21.5 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 JF1639'ANOTHER LARGE OUTCROP WHICH PROJECTS ABOUT 1-1/2 FEET.
 JF1639'
 JF1639'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BEVERLY NO 1
 JF1639'1950---SET INTO A DRILLED HOLE IN AN OUTCROP THAT PROJECTS ABOUT
 JF1639'1 FOOT.  IT IS 78 FEET WEST OF THE CENTERLINE OF THE ROAD, 77 FEET
 JF1639'WEST-SOUTHWEST OF THE OUTCROP WHICH PROJECTS ABOUT 2 FEET AND IS
 JF1639'ABOUT THE SAME ELEVATION AS THE STATION.
 JF1639'
 JF1639'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BEVERLY NO 2
 JF1639'1950---SET INTO A DRILLED HOLE IN AN OUTCROP THAT IS FLUSH.  IT
 JF1639'IS 75 FEET NORTHEAST OF THE OUTCROP WHICH PROJECTS ABOUT 1-1/2 FEET,
 JF1639'74 FEET WEST OF THE CENTERLINE OF THE ROAD AND IS 3-1/2 FEET LOWER
 JF1639'THAN THE STATION.
 JF1639'
 JF1639'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BEVERLY 2 1979---SET IN
 JF1639'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 28
 JF1639'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 18 FEET WEST OF A FENCE
 JF1639'CORNER, 2.0 FEET EAST OF A WITNESS POST AND 1.5 FEET NORTH OF A FENCE.
 JF1639'
 JF1639'THE ARROWS ON THE REFERENCE MARKS DO NOT POINT TOWARD THE STATION,
 JF1639'REFERENCE MARK 1 POINTING ABOUT 90 DEGREES LEFT AND REFERENCE MARK 2
 JF1639'ABOUT 90 DEGREES RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1797 ***********************************************************************
 JE1797  DESIGNATION -  BICE
 JE1797  PID         -  JE1797
 JE1797  STATE/COUNTY-  KS/OSAGE
 JE1797  USGS QUAD   -  QUENEMO (1965)
 JE1797
 JE1797                         *CURRENT SURVEY CONTROL
 JE1797  ___________________________________________________________________
 JE1797* NAD 83(1997)-  38 35 39.00399(N)    095 36 59.63766(W)     ADJUSTED  
 JE1797* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 JE1797  ___________________________________________________________________
 JE1797  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 JE1797  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JE1797
 JE1797  HORZ ORDER  -  FIRST
 JE1797
 JE1797.The horizontal coordinates were established by classical geodetic methods
 JE1797.and adjusted by the National Geodetic Survey in October 1998..
 JE1797
 JE1797.The orthometric height was scaled from a topographic map.
 JE1797
 JE1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1797
 JE1797.The geoid height was determined by GEOID03.
 JE1797
 JE1797;                    North         East     Units Scale Factor Converg.
 JE1797;SPC KS S     -   617,815.496   651,163.455   MT  1.00000555   +1 46 19.0
 JE1797;SPC KS N     -    31,687.977   607,623.164   MT  1.00002203   +1 30 28.9
 JE1797;UTM  15      - 4,274,989.636   272,120.627   MT  1.00023953   -1 37 58.5
 JE1797
 JE1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1797!SPC KS S     -   0.99995046  x   1.00000555  =   0.99995601
 JE1797!SPC KS N     -   0.99995046  x   1.00002203  =   0.99997249
 JE1797!UTM  15      -   0.99995046  x   1.00023953  =   1.00018998
 JE1797
 JE1797:                Primary Azimuth Mark                     Grid Az
 JE1797:SPC KS S     -  AMARILLO KANSAS CITY AWY BN 42           062 31 04.3
 JE1797:SPC KS N     -  AMARILLO KANSAS CITY AWY BN 42           062 46 54.4
 JE1797:UTM  15      -  AMARILLO KANSAS CITY AWY BN 42           065 55 21.8
 JE1797
 JE1797|---------------------------------------------------------------------|
 JE1797| PID    Reference Object                     Distance      Geod. Az  |
 JE1797|                                                           dddmmss.s |
 JE1797| JE1654 AMARILLO KANSAS CITY AWY BN 42      APPROX.29.0 KM 0641723.3 |
 JE1797| JE1673 AMARILLO KANSAS CITY AWY BN 41      APPROX.14.5 KM 0742954.9 |
 JE1797| CL4288 BICE RM 1                            31.269 METERS 17142     |
 JE1797| JE1726 WAVERLY MUNICIPAL TANK              APPROX.22.5 KM 1762654.5 |
 JE1797| JE1804 MELVERN MUNICIPAL TANK              APPROX. 9.9 KM 1902223.8 |
 JE1797| JE1751 AMARILLO KANSAS CITY AWY BN 39      APPROX.23.5 KM 2205129.1 |
 JE1797| CL4289 BICE RM 2                            51.240 METERS 27033     |
 JE1797| JE1813 OSAGE CITY ST PATRICKS CATH CH      APPROX.18.7 KM 2830622.5 |
 JE1797| JE1812 OSAGE CITY MUNICIPAL TANK           APPROX.18.9 KM 2831150.1 |
 JE1797| JE1802 LYNDON MUNICIPAL TANK               APPROX. 6.5 KM 2895223.0 |
 JE1797| CL4287 BICE AZ MK                                         3213902.4 |
 JE1797|---------------------------------------------------------------------|
 JE1797
 JE1797                          SUPERSEDED SURVEY CONTROL
 JE1797
 JE1797  NAD 83(1986)-  38 35 39.01052(N)    095 36 59.63909(W) AD(       ) 1
 JE1797  NAD 27      -  38 35 38.97400(N)    095 36 58.69800(W) AD(       ) 1
 JE1797
 JE1797.Superseded values are not recommended for survey control.
 JE1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1797.See file dsdata.txt to determine how the superseded data were derived.
 JE1797
 JE1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7212174990(NAD 83)
 JE1797_MARKER: DS = TRIANGULATION STATION DISK
 JE1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1797
 JE1797  HISTORY     - Date     Condition        Report By
 JE1797  HISTORY     - 1934     MONUMENTED       CGS
 JE1797  HISTORY     - 1948     GOOD             CGS
 JE1797  HISTORY     - 1960     GOOD             CGS
 JE1797
 JE1797                          STATION DESCRIPTION
 JE1797
 JE1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JE1797'STATION IS LOCATED ABOUT 4.0 MILES SE OF LYNDON, 13.0 MILES
 JE1797'N OF WAVERLY, IN THE NW 1/4 OF SEC. 11, T 17 S, R 16 E,
 JE1797'ON LAND OWNED AND OCCUPIED BY F.O. BICE.  THE STATION IS
 JE1797'52 FEET E OF DRIVEWAY TO BARN, 21 FEET S OF E AND W WIRE FENCE,
 JE1797'AND 18 FEET W OF W FENCE OF YARD OF RESIDENCE.
 JE1797'
 JE1797'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JE1797'BRONZE DISKS SET IN CONCRETE.
 JE1797'
 JE1797'SURFACE MARK IS FLUSH WITH THE SURFACE OF GROUND.
 JE1797'
 JE1797'REFERENCE MARK NO. 1 IS 31.284 METERS, 102.62 FEET S OF
 JE1797'STATION, 7 FEET W OF W FENCE OF RESIDENCE, AND IS FLUSH
 JE1797'WITH GROUND.
 JE1797'
 JE1797'REFERENCE MARK NO. 2 IS 51.235 METERS, 168.12 FEET W OF
 JE1797'STATION, 14 FEET S OF E AND W WIRE FENCE, AND 2 FEET E OF N
 JE1797'AND S WIRE FENCE, AND PROJECTS ABOUT 3 INCHES ABOVE SURFACE
 JE1797'OF GROUND.
 JE1797'
 JE1797'AZIMUTH MARK IS APPROXIMATELY 1.9 MILES NW OF STATION.
 JE1797'
 JE1797'TO REACH THE AZIMUTH MARK FROM STATION, GO W 1.2 MILES, THENCE
 JE1797'N 1.5 MILES TO MARK ON RIGHT.  MARK IS INSIDE FENCE, 42 FEET
 JE1797'E OF N AND S ROAD, AND 30 FEET S OF E AND W ROAD.  MARK
 JE1797'PROJECTS ABOUT 6 INCHES ABOVE SURFACE OF GROUND.
 JE1797'
 JE1797'TO REACH FROM LYNDON, GO S AND E FROM CENTER OF TOWN ON
 JE1797'U.S. HIGHWAY 75 FOR 4.35 MILES TO INTERSECTION WITH U.S.
 JE1797'HIGHWAY 50, THENCE E ON U.S. HIGHWAY 50 FOR 1.0 MILE TO DIRT
 JE1797'ROAD LEADING N, THENCE N 1.0 MILE TO T-ROAD, THENCE E ON
 JE1797'DIRT ROAD 0.25 MILE TO MR. BICES RESIDENCE AND STATION ON S.
 JE1797'
 JE1797'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 JE1797
 JE1797                          STATION RECOVERY (1948)
 JE1797
 JE1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1797'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 JE1797'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JE1797'
 JE1797'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF LYNDON
 JE1797'AND 13 MILES NORTH OF WAVERLY IN THE FARM YARD OF LAND OWNED
 JE1797'BY F.O. BICE.  IT IS IN THE NORTHEAST CORNER OF THE FARM YARD,
 JE1797'45 FEET EAST OF THE CENTER OF THE DRIVEWAY LEADING TO THE
 JE1797'BARN, 21 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 17 FEET
 JE1797'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BICE 1934 AND
 JE1797'IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1797'
 JE1797'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE FARM YARD,
 JE1797'7 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 10 FEET NORTH
 JE1797'OF THE NORTHEAST CORNER OF A SMALL BUILDING.  IT IS STAMPED
 JE1797'BICE NO 1 1934 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1797'
 JE1797'REFERENCE MARK NO. 2 IS NEAR THE NORTHWEST CORNER OF THE
 JE1797'FARM YARD, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND 14 FEET
 JE1797'SOUTH OF AN EAST-WEST FENCE LINE AND T FENCE CORNER.  IT
 JE1797'IS STAMPED BICE NO 2 1934 AND PROJECTS 5 INCHES.
 JE1797'
 JE1797'THE AZIMUTH MARK IS IN THE SOUTHEAST ANGLE OF A CROSSROAD,
 JE1797'42 FEET EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 30
 JE1797'FEET SOUTH OF AN EAST-WEST DIRT ROAD AND 3 FEET SOUTH OF AN
 JE1797'EAST-WEST FENCE LINE.  IT IS STAMPED BICE 1934 AND PROJECTS
 JE1797'5 INCHES.
 JE1797'
 JE1797'TO REACH THE STATION FROM THE CENTER OF LYNDON, GO SOUTH
 JE1797'ON U.S. HIGHWAY 75 FOR 0.9 MILE TO THE JUNCTION WITH STATE
 JE1797'HIGHWAY 68, TURN LEFT ON STATE HIGHWAY 68 FOR 4.5 MILES
 JE1797'TO A DIRT ROAD LEADING NORTH, TURN LEFT NORTH AND GO 1.0
 JE1797'MILE TO A T INTERSECTION, TURN RIGHT, EAST, AND GO 0.25
 JE1797'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 JE1797'
 JE1797'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 1.25
 JE1797'MILE TO A CROSSROAD, TURN RIGHT, NORTH, AND GO 1.5 MILE
 JE1797'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 JE1797'
 JE1797'A 100 FOOT SIGNAL AT STATION LOMAX IS VISIBLE AT THE GROUND.
 JE1797'
 JE1797'A 74 FOOT SIGNAL AT STATION QUE IS VISIBLE AT THE GROUND.
 JE1797'
 JE1797'A 4 FOOT SIGNAL AT STATION POMONA IS VISIBLE AT 40 FEET.
 JE1797'
 JE1797'AN 87 FOOT SIGNAL AT STATION RANSOM IS VISIBLE AT 40 FEET.
 JE1797'
 JE1797'AN 87 FOOT SIGNAL AT STATION ROCK IS VISIBLE AT 40 FEET.
 JE1797'
 JE1797'AN 87 FOOT SIGNAL AT STATION WAVERLY 1934 IS VISIBLE AT 30 FEET.
 JE1797'
 JE1797'A 74 FOOT SIGNAL AT STATION MELVERN IS VISIBLE AT 64 FEET.
 JE1797'
 JE1797'A 74 FOOT SIGNAL AT STATION LYNDON IS VISIBLE AT 50 FEET.
 JE1797'
 JE1797'AN 87 FOOT SIGNAL AT SIMMONS 1887 IS VISIBLE AT 20 FEET.
 JE1797'
 JE1797'A 4 FOOT SIGNAL AT NEMO IS VISIBLE AT 37 FEET.
 JE1797'
 JE1797'A 4 FOOT SIGNAL AT MICHIGAN IS VISIBLE AT 20 FEET.
 JE1797'
 JE1797'A 74 FOOT SIGNAL AT MONA IS VISIBLE AT 4 FEET.
 JE1797
 JE1797                          STATION RECOVERY (1960)
 JE1797
 JE1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1797'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JE1797'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2 IS NOW
 JE1797'OBSTRUCTED BY A MACHINE SHED.  THE 1948 ROUTE TO THE STATION
 JE1797'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0823 ***********************************************************************
 JG0823  DESIGNATION -  BIG
 JG0823  PID         -  JG0823
 JG0823  STATE/COUNTY-  KS/RUSSELL
 JG0823  USGS QUAD   -  WALKER (1974)
 JG0823
 JG0823                         *CURRENT SURVEY CONTROL
 JG0823  ___________________________________________________________________
 JG0823* NAD 83(1997)-  38 47 27.32118(N)    099 00 12.80900(W)     ADJUSTED  
 JG0823* NAVD 88     -       580.64   (+/-2cm)    1905.0    (feet)  VERTCON   
 JG0823  ___________________________________________________________________
 JG0823  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 JG0823  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0823
 JG0823  HORZ ORDER  -  THIRD
 JG0823  VERT ORDER  -  THIRD ? (See Below)
 JG0823
 JG0823.The horizontal coordinates were established by classical geodetic methods
 JG0823.and adjusted by the National Geodetic Survey in October 1998..
 JG0823
 JG0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0823.The vertical order pertains to the NGVD 29 superseded value.
 JG0823
 JG0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0823
 JG0823.The geoid height was determined by GEOID03.
 JG0823
 JG0823;                    North         East     Units Scale Factor Converg.
 JG0823;SPC KS N     -    51,280.373   312,812.865   MT  0.99998885   -0 38 05.9
 JG0823;UTM  14      - 4,293,575.456   499,690.997   MT  0.99960000   -0 00 08.0
 JG0823
 JG0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0823!SPC KS N     -   0.99991299  x   0.99998885  =   0.99990184
 JG0823!UTM  14      -   0.99991299  x   0.99960000  =   0.99951303
 JG0823
 JG0823|---------------------------------------------------------------------|
 JG0823| PID    Reference Object                     Distance      Geod. Az  |
 JG0823|                                                           dddmmss.s |
 JG0823| CK8955 BIG RM 1                              4.683 METERS 03430     |
 JG0823| CK8954 BIG AZ MK                                          1783852.6 |
 JG0823|---------------------------------------------------------------------|
 JG0823
 JG0823                          SUPERSEDED SURVEY CONTROL
 JG0823
 JG0823  NAD 83(1986)-  38 47 27.32880(N)    099 00 12.80850(W) AD(       ) 3
 JG0823  NAD 27      -  38 47 27.28600(N)    099 00 11.48300(W) AD(       ) 3
 JG0823  NGVD 29 (07/19/86)  580.41   (m)         1904.2    (f) LEVELING    3  
 JG0823
 JG0823.Superseded values are not recommended for survey control.
 JG0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0823.See file dsdata.txt to determine how the superseded data were derived.
 JG0823
 JG0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9969193575(NAD 83)
 JG0823_MARKER: DS = TRIANGULATION STATION DISK
 JG0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0823
 JG0823  HISTORY     - Date     Condition        Report By
 JG0823  HISTORY     - 1953     MONUMENTED       CGS
 JG0823  HISTORY     - 1959     GOOD             USGS
 JG0823
 JG0823                          STATION DESCRIPTION
 JG0823
 JG0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0823'THE STATION IS ABOUT 11 MILES NORTH-NORTHWEST OF GALATIA, 6 MILES
 JG0823'SOUTH OF GORHAM, 2 MILES EAST OF THE ELLIS-RUSSELL COUNTY LINE,
 JG0823'IN SEC. 32, T 14 S, R 15 W, ON LAND OWNED BY JOHN SCHMITT.
 JG0823'IT IS 46 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 9 FEET
 JG0823'SOUTHWEST OF A POWERLINE POLE, 10 FEET WEST OF A T-INTERSECTION
 JG0823'OF FENCE LINES AND 5 FEET EAST OF A 4 X 4 INCH WHITE WITNESS
 JG0823'POST.
 JG0823'
 JG0823'TO REACH THE STATION FROM THE STATE BANK IN GALATIA, GO NORTH
 JG0823'ON A PAVED ROAD FOR 3.8 MILES TO A T-INTERSECTION, TURN LEFT
 JG0823'AND GO WEST 0.5 MILE TO A Y-JUNCTION, TURN RIGHT AND GO NORTH
 JG0823'ON A GRAVELED ROAD FOR 6.0 MILES TO A CROSSROADS, TURN LEFT AND GO
 JG0823'WEST 2.0 MILES TO A CROSSROADS, TURN RIGHT AND GO NORTH 0.2 MILE
 JG0823'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH 0.3 MILE TO THE
 JG0823'STATION ON THE LEFT.
 JG0823'
 JG0823'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BIG
 JG0823'1952.
 JG0823'
 JG0823'REFERENCE MARK 1 IS 38 FEET WEST OF THE CENTER OF THE ROAD, 16
 JG0823'FEET NORTH OF THE FENCE INTERSECTION, 9 FEET NORTH OF A
 JG0823'POWERLINE POLE AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 4
 JG0823'INCHES AND THE DISK IS STAMPED BIG NO 1 1952.
 JG0823'
 JG0823'REFERENCE MARK 2 IS 66 FEET WEST OF THE CENTER OF THE ROAD, 3
 JG0823'FEET NORTHEAST OF A POWERLINE POLE AND 2 FEET NORTH OF A FENCE.
 JG0823'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BIG NO 2 1952.
 JG0823'
 JG0823'THE AZIMUTH MARK IS 38 FEET EAST OF THE CENTER OF THE GRAVELED
 JG0823'ROAD, 4 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST, 4 FEET
 JG0823'NORTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A FENCE.  THE MARK
 JG0823'PROJECTS 6 INCHES AND THE DISK IS STAMPED BIG 1952.
 JG0823
 JG0823                          STATION RECOVERY (1959)
 JG0823
 JG0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JG0823'TO REACH THE STATION FROM RUSSELL, GO 6.5 MILES SOUTH AND 8
 JG0823'MILES WEST, 4 FEET NORTH, 46 FEET WEST, AND 0.5 FOOT LOWER THAN
 JG0823'CENTERLINE ROAD AT EAST-WEST FENCES, T 14 S, R 15 W, QUARTER
 JG0823'CORNER SECTION 32 AND 33, 10 FEET WEST OF CORNER POST OF T-FENCE
 JG0823'WEST, 9 FEET SOUTHWEST OF POWER POLE, IN CONCRETE POST A STANDARD
 JG0823'C AND GS TABLET STAMPED BIG 1952.
 JG0823'
 JG0823'THE AZIMUTH MARK IS 7 MILES SOUTH AND 8 MILES WEST OF RUSSELL,
 JG0823'0.5 MILE SOUTH OF STATION BIG 1952, 360 FEET NORTH, 38 FEET EAST,
 JG0823'AND 6.6 FEET HIGHER THAN CROSSROAD, T 14, 15 S, R 15 W, CORNER
 JG0823'SECTIONS 32, 33, 4 AND 5, 7 FEET SOUTH OF CORNER FENCE
 JG0823'NORTH-SOUTHEAST, IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0820 ***********************************************************************
 HH0820  DESIGNATION -  BIG BOW COLLINGWOOD GRAIN ELEV
 HH0820  PID         -  HH0820
 HH0820  STATE/COUNTY-  KS/STANTON
 HH0820  USGS QUAD   -  BIG BOW (1959)
 HH0820
 HH0820                         *CURRENT SURVEY CONTROL
 HH0820  ___________________________________________________________________
 HH0820* NAD 83(1997)-  37 33 43.51457(N)    101 33 40.63400(W)     ADJUSTED  
 HH0820* NAVD 88     -                                                        
 HH0820  ___________________________________________________________________
 HH0820  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 HH0820  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 HH0820
 HH0820  HORZ ORDER  -  THIRD
 HH0820
 HH0820.The horizontal coordinates were established by classical geodetic methods
 HH0820.and adjusted by the National Geodetic Survey in October 1998..
 HH0820
 HH0820
 HH0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0820
 HH0820.The geoid height was determined by GEOID03.
 HH0820
 HH0820;                    North         East     Units Scale Factor Converg.
 HH0820;SPC KS S     -   503,817.648   129,589.357   MT  0.99995506   -1 52 52.5
 HH0820;UTM  14      - 4,160,313.196   273,775.690   MT  1.00023042   -1 33 43.5
 HH0820
 HH0820                          SUPERSEDED SURVEY CONTROL
 HH0820
 HH0820  NAD 83(1997)-  37 33 43.51754(N)    101 33 40.63275(W) AD(       ) 4
 HH0820  NAD 83(1986)-  37 33 43.52099(N)    101 33 40.62614(W) AD(       ) 4
 HH0820  NAD 27      -  37 33 43.45353(N)    101 33 39.01493(W) AD(       ) 3
 HH0820
 HH0820.Superseded values are not recommended for survey control.
 HH0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0820.See file dsdata.txt to determine how the superseded data were derived.
 HH0820
 HH0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG7377660313(NAD 83)
 HH0820_MARKER: 65 = GRAIN ELEVATOR
 HH0820
 HH0820  HISTORY     - Date     Condition        Report By
 HH0820  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0820
 HH0820                          STATION DESCRIPTION
 HH0820
 HH0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0820'THE STATION IS THE CENTER OF THE VENTILATOR ATOP THE HEAD-HOUSE
 HH0820'ON THE COLLINGWOOD GRAIN CORP. ELEVATOR IN BIG BOW.  THE
 HH0820'ELEVATOR IS GRAY COLORED, 150 FEET HIGH AND IT IS THE CENTER ONE
 HH0820'OF THREE GRAIN ELEVATORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0957 ***********************************************************************
 JG0957  DESIGNATION -  BIG CREEK
 JG0957  PID         -  JG0957
 JG0957  STATE/COUNTY-  KS/TREGO
 JG0957  USGS QUAD   -  TREGO CENTER (1960)
 JG0957
 JG0957                         *CURRENT SURVEY CONTROL
 JG0957  ___________________________________________________________________
 JG0957* NAD 83(1997)-  38 55 39.34627(N)    099 54 23.87374(W)     ADJUSTED  
 JG0957* NAVD 88     -       766.0    (meters)    2513.     (feet)  VERTCON   
 JG0957  ___________________________________________________________________
 JG0957  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 JG0957  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 JG0957
 JG0957  HORZ ORDER  -  FIRST
 JG0957
 JG0957.The horizontal coordinates were established by classical geodetic methods
 JG0957.and adjusted by the National Geodetic Survey in October 1998..
 JG0957
 JG0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0957
 JG0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0957
 JG0957.The geoid height was determined by GEOID03.
 JG0957
 JG0957;                    North         East     Units Scale Factor Converg.
 JG0957;SPC KS N     -    67,709.894   234,683.899   MT  0.99997266   -1 12 22.9
 JG0957;UTM  14      - 4,309,132.605   421,412.534   MT  0.99967605   -0 34 10.9
 JG0957
 JG0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0957!SPC KS N     -   0.99988387  x   0.99997266  =   0.99985653
 JG0957!UTM  14      -   0.99988387  x   0.99967605  =   0.99955995
 JG0957
 JG0957:                Primary Azimuth Mark                     Grid Az
 JG0957:SPC KS N     -  WAKEENEY MUNICIPAL TANK                  011 25 20.5
 JG0957:UTM  14      -  WAKEENEY MUNICIPAL TANK                  010 47 08.5
 JG0957
 JG0957|---------------------------------------------------------------------|
 JG0957| PID    Reference Object                     Distance      Geod. Az  |
 JG0957|                                                           dddmmss.s |
 JG0957| KG0782 WAKEENEY MUNICIPAL TANK             APPROX.11.2 KM 0101257.6 |
 JG0957| KG0784 WAKEENEY TREGO CO CTHSE SPIRE       APPROX.11.1 KM 0102606.8 |
 JG0957| CK8957 BIG CREEK AZ MK                                    0842426.1 |
 JG0957| CK8958 BIG CREEK AZ MK 2                                  0851015.4 |
 JG0957| JG0952 RANSOM MUNICIPAL WATER TANK         APPROX.32.7 KM 1834148.5 |
 JG0957| JH0665 UTICA MUNICIPAL WATER TANK          APPROX.38.5 KM 2155124.0 |
 JG0957| KH0756 QUINTER MUNICIPAL TANK              APPROX.32.5 KM 2984550.0 |
 JG0957| KH0752 COLLYER MUNICIPAL TANK              APPROX.22.1 KM 3041656.6 |
 JG0957| JG0593 BIG CREEK RM 1                      101.108 METERS 32525     |
 JG0957| JG0592 BIG CREEK RM 2                       83.777 METERS 35629     |
 JG0957|---------------------------------------------------------------------|
 JG0957
 JG0957                          SUPERSEDED SURVEY CONTROL
 JG0957
 JG0957  NAD 83(1986)-  38 55 39.35241(N)    099 54 23.87499(W) AD(       ) 1
 JG0957  NAD 27      -  38 55 39.31800(N)    099 54 22.44000(W) AD(       ) 1
 JG0957  NGVD 29 (07/19/86)  765.7    (m)         2512.     (f) VERT ANG       
 JG0957
 JG0957.Superseded values are not recommended for survey control.
 JG0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0957.See file dsdata.txt to determine how the superseded data were derived.
 JG0957
 JG0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2141309133(NAD 83)
 JG0957_MARKER: DS = TRIANGULATION STATION DISK
 JG0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0957
 JG0957  HISTORY     - Date     Condition        Report By
 JG0957  HISTORY     - 1893     MONUMENTED       CGS
 JG0957  HISTORY     - 1934     GOOD             CGS
 JG0957  HISTORY     - 1934     GOOD             CGS
 JG0957  HISTORY     - 1950     GOOD             CGS
 JG0957  HISTORY     - 1953     GOOD             CGS
 JG0957  HISTORY     - 1960     GOOD             USGS
 JG0957  HISTORY     - 1966     GOOD             CGS
 JG0957
 JG0957                          STATION DESCRIPTION
 JG0957
 JG0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (FDG)
 JG0957'ABOUT 7 MILES SOUTH OF WAKEENEY, IN THE EXTREME SOUTHWEST CORNER
 JG0957'OF THE NE 1/4 NE 1/4 NW 1/4 NW 1/4 SEC. 17, T. 13 S., R. 23 W.,
 JG0957'ON LAND OWNED (1922) BY JACOB SCHNEIDER, WHO LIVES ABOUT 1/2 MILE
 JG0957'SOUTH.  THE UNDERGROUND MARK IS A STONE JUG BURIED UPRIGHT, WITH
 JG0957'MOUTH 3 TO 4 FEET BELOW THE SURFACE OF THE GROUND, THE CENTER OF
 JG0957'THE MOUTH MARKING THE STATION.  ABOVE THE STONE JUG IS A
 JG0957'CONCRETE BLOCK CONTAINING A STANDARD BRONZE STATION TABLET 32
 JG0957'INCHES BELOW THE SURFACE.  THE STATION MARK IS A STANDARD BRONZE
 JG0957'TABLET SET IN A CONCRETE BLOCK 12 INCHES BELOW THE SURFACE.
 JG0957'A STANDARD BRONZE REFERENCE TABLET IN A BLOCK OF CONCRETE
 JG0957'IS IN THE FENCE LINE ON THE SOUTH SIDE OF THE ROADWAY ON THE
 JG0957'NORTH LINE OF SEC.  17, 83.76 METERS (274.8 FEET), N. 15 DEG W.
 JG0957'(MAGNETIC) FROM THE STATION.  DISTANCES AND BEARINGS TO OTHER
 JG0957'POINTS ARE AS FOLLOWS- NORTHWEST CORNER STONE SECTION 17, 319.4
 JG0957'METERS (1.048 FEET), N 74 DEG 28 MIN W. MC CORMICKS WINDMILL,
 JG0957'N 23 DEG 13 MIN E, CENTER OF ROAD ON NORTH LINE OF SECTION 17, 91.1
 JG0957'METERS (299 FEET) NORTH.
 JG0957
 JG0957                          STATION RECOVERY (1934)
 JG0957
 JG0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0957'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  ABOUT 7 MILES
 JG0957'SOUTH OF WAKEENEY, IN THE EXTREME SOUTHWEST CORNER OF THE
 JG0957'NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST
 JG0957'QUARTER OF THE NORTHWEST QUARTER OF SEC. 17, T. 13 S., R. 23 W.,
 JG0957'ON LAND OWNED BY ADAM SCHNEIDER.  THE STATION CONSISTS OF A
 JG0957'STANDARD BRONZE DISK, 12 INCHES BELOW THE SURFACE OF THE GROUND.
 JG0957'
 JG0957'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 S AND ROUTE
 JG0957'21 ON THE WEST SIDE OF WAKEENEY, GO 6.4 MILES SOUTH ON ROUTE 21
 JG0957'TO A DIRT CROSS ROAD, TURN RIGHT AND GO 0.8 MILE WEST.  STATION
 JG0957'IS THEN 100 YARDS SOUTH IN A CULTIVATED FIELD.
 JG0957'
 JG0957'THE ORIGINAL REFERENCE MARK IS N. 15 DEG W. OF THE STATION, IN
 JG0957'THE FENCE LINE ON THE SOUTH SIDE OF THE SECTION-LINE ROAD.  IT
 JG0957'IS FLUSH WITH THE GROUND.
 JG0957'
 JG0957'AN ADDITIONAL REFERENCE MARK, NO. 1, WAS ESTABLISHED NORTHWEST
 JG0957'OF THE STATION IN FENCE LINE ON SOUTH SIDE OF THE SECTION-LINE
 JG0957'ROAD, AND PROJECTS 8 INCHES ABOVE GROUND.
 JG0957'
 JG0957'BOTH REFERENCE MARK NO. 1 AND THE OLD REFERENCE MARK ARE STANDARD
 JG0957'BRONZE DISKS SET IN CONCRETE.
 JG0957'
 JG0957'AZIMUTH MARK IS EAST OF THE STATION, 90 FEET NORTH OF THE CENTER
 JG0957'LINE OF A DIRT ROAD, IN FENCE LINE WHICH IS 40 FEET WEST OF
 JG0957'THE CENTER LINE OF ROUTE 21, AND PROJECTS 8 INCHES ABOVE GROUND.
 JG0957'
 JG0957'TO REACH AZIMUTH MARK FROM STATION, GO 100 YARDS NORTH TO THE DIRT
 JG0957'ROAD, TURN RIGHT AND GO 0.8 MILE EAST TO ROUTE 21, TURN LEFT AND
 JG0957'GO 90 FEET NORTH TO THE MARK ON THE LEFT SIDE OF THE ROAD.
 JG0957
 JG0957                          STATION RECOVERY (1934)
 JG0957
 JG0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0957'ORIGINAL DESCRIPTION IS GOOD.  NO ADDITIONAL REFERENCES WERE NOTED.
 JG0957
 JG0957                          STATION RECOVERY (1950)
 JG0957
 JG0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0957'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 JG0957'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK
 JG0957'WAS ESTABLISHED.  A DIFFERENCE WAS FOUND IN THE DIRECTIONS TO
 JG0957'THE REFERENCE MARKS.
 JG0957'
 JG0957'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 JG0957'
 JG0957'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH OF WAKEENEY IN A
 JG0957'CULTIVATED FIELD ON THE HIGHEST POINT OF A LOW RIDGE, 292 FEET
 JG0957'SOUTH OF THE CENTER OF A ROAD AND 274 FEET SOUTH OF AN EAST-WEST
 JG0957'FENCE LINE AND WITNESS POST.  IT IS STAMPED BIG CREEK 1893 AND IS
 JG0957'12 INCHES BELOW THE GROUND SURFACE.
 JG0957'
 JG0957'REFERENCE MARK NO. 1 IS IN THE NORTH EDGE OF A CULTIVATED FIELD,
 JG0957'20 FEET SOUTH OF THE CENTER OF ROAD, 1 FOOT SOUTH OF AN EAST-WEST
 JG0957'FENCE LINE AND IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 JG0957'STATION.  IT IS STAMPED BIG CREEK NO 1 1934 AND IS FLUSH WITH THE
 JG0957'GROUND SURFACE.
 JG0957'
 JG0957'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 18 FEET SOUTH OF
 JG0957'THE CENTER OF ROAD, 2 FEET EAST OF A WITNESS POST, 1 FOOT NORTH
 JG0957'OF AN EAST-WEST FENCE LINE AND IS ABOUT 3 FEET LOWER IN ELEVATION
 JG0957'THAN THE STATION.  IT IS STAMPED BIG CREEK 1893 AND IS FLUSH WITH
 JG0957'THE GROUND SURFACE.
 JG0957'
 JG0957'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 171.41 FEET.
 JG0957'
 JG0957'THE AZIMUTH MARK IS IN A NORTH-SOUTH FENCE LINE, 75 FEET EAST OF
 JG0957'THE CENTER OF U.S. HIGHWAY 283, 33 FEET NORTH OF THE CENTER OF AN
 JG0957'EAST-WEST ROAD, 2 FEET NORTH OF A FENCE CORNER AND 2 FEET SOUTH
 JG0957'OF A WITNESS POST.  IT IS STAMPED BIG CREEK 1950 AND PROJECTS 3
 JG0957'INCHES.
 JG0957'
 JG0957'TO REACH THE STATION FROM THE POST OFFICE IN WAKEENEY, GO SOUTH
 JG0957'FOR 0.3 MILE TO U.S. HIGHWAYS 283 AND 40, TURN RIGHT AND GO WEST
 JG0957'FOR 0.3 MILE TO THE JUNCTION OF THESE HIGHWAYS, TURN LEFT AND GO
 JG0957'SOUTH ON U.S. HIGHWAY 283 FOR 6.55 MILES TO A CROSSROAD AND
 JG0957'AZIMUTH MARK IN THE NORTHEAST ANGLE AS DESCRIBED.  TURN RIGHT
 JG0957'AND GO WEST ON DIRT ROAD FOR 0.8 TO STATION IN FIELD ON LEFT
 JG0957'AS DESCRIBED.
 JG0957
 JG0957                          STATION RECOVERY (1953)
 JG0957
 JG0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 JG0957'6.4 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0957'U.S. HIGHWAY 40 AT WAKEENEY, THENCE 0.8 MILE WEST ALONG A DIRT
 JG0957'ROAD, 21 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 1 FOOT
 JG0957'NORTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, A REFERENCE
 JG0957'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS 0.8 FOOT
 JG0957'BELOW THE TOP OF THE GROUND, STAMPED BIG CREEK 1893.*
 JG0957'
 JG0957'BIG CREEK R.M. 1 IS 173 FEET WEST OF BIG CREEK R.M., 20 FEET
 JG0957'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 0.6 FOOT SOUTH OF A FENCE,
 JG0957'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 JG0957'IS 0.2 FOOT BELOW THE TOP OF THE GROUND, STAMPED BIG CREEK NO 1
 JG0957'1934.
 JG0957'
 JG0957'BIG CREEK R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS
 JG0957'BELIEVED TO BE COVERED WITH 3 OR 4 FEET OF DRIFTED SAND.
 JG0957'
 JG0957'BIG CREEK 1950 AZIMUTH IS 0.8 MILE EAST OF BIG CREEK R.M., 76 FEET
 JG0957'EAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF THE
 JG0957'CENTER LINE OF AN EAST AND WEST ROAD, 0.8 FOOT EAST OF A FENCE,
 JG0957'1.5 FEET SOUTH OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE
 JG0957'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 JG0957'STAMPED BIG CREEK 1950 AZIMUTH.
 JG0957'
 JG0957'*OFFICE NOTE- THIS IS APPARENTLY R.M. NO. 2 (SEE 1950 RECOVERY).
 JG0957'
 JG0957'STATION APPARENTLY NOT SEARCHED FOR.
 JG0957
 JG0957                          STATION RECOVERY (1960)
 JG0957
 JG0957'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JG0957'REFERENCE MARK NO. 1 WAS FOUND TORN FROM ITS POSITION AND LYING IN
 JG0957'DITCH ALONG ROAD.  ROAD HAS BEEN WIDENED AND FENCE MOVED.  LOWER
 JG0957'HALF OF MARK WAS FOUND AND DISTURBED PORTION WAS REPLACED ALONG
 JG0957'WITH WITNESS POST.
 JG0957
 JG0957                          STATION RECOVERY (1966)
 JG0957
 JG0957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 JG0957'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JG0957'GOOD CONDITION.
 JG0957'
 JG0957'THE DESCRIPTION ON HOW TO REACH THE STATION WAS FOUND TO BE
 JG0957'COMPLETELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0591 ***********************************************************************
 JG0591  DESIGNATION -  BIG CREEK AZ MK 2
 JG0591  PID         -  JG0591
 JG0591  STATE/COUNTY-  KS/TREGO
 JG0591  USGS QUAD   -  TREGO CENTER (1960)
 JG0591
 JG0591                         *CURRENT SURVEY CONTROL
 JG0591  ___________________________________________________________________
 JG0591* NAD 83(1986)-  38 55 43.     (N)    099 53 29.     (W)     SCALED    
 JG0591* NAVD 88     -       755.297  (meters)    2478.00   (feet)  ADJUSTED  
 JG0591  ___________________________________________________________________
 JG0591  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 JG0591  DYNAMIC HT  -         754.717 (meters)    2476.10  (feet)  COMP
 JG0591  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 JG0591
 JG0591  VERT ORDER  -  FIRST     CLASS II
 JG0591
 JG0591.The horizontal coordinates were scaled from a topographic map and have
 JG0591.an estimated accuracy of +/- 6 seconds.
 JG0591
 JG0591.The orthometric height was determined by differential leveling
 JG0591.and adjusted by the National Geodetic Survey in June 1991..
 JG0591
 JG0591.The geoid height was determined by GEOID03.
 JG0591
 JG0591.The dynamic height is computed by dividing the NAVD 88
 JG0591.geopotential number by the normal gravity value computed on the
 JG0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0591.degrees latitude (g = 980.6199 gals.).
 JG0591
 JG0591.The modeled gravity was interpolated from observed gravity values.
 JG0591
 JG0591;                    North         East    Units  Estimated Accuracy
 JG0591;SPC KS N     -    67,800.      236,010.      MT  (+/- 180 meters Scaled)
 JG0591
 JG0591                          SUPERSEDED SURVEY CONTROL
 JG0591
 JG0591  NGVD 29 (??/??/92)  754.992  (m)         2477.00   (f) ADJ UNCH    1 2
 JG0591
 JG0591.Superseded values are not recommended for survey control.
 JG0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0591.See file dsdata.txt to determine how the superseded data were derived.
 JG0591
 JG0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ227092(NAD 83)
 JG0591_MARKER: DZ = AZIMUTH MARK DISK
 JG0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0591_STAMPING: BIG CREEK 1950 AZ
 JG0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0591+STABILITY: SURFACE MOTION
 JG0591
 JG0591  HISTORY     - Date     Condition        Report By
 JG0591  HISTORY     - 1950     MONUMENTED       CGS
 JG0591  HISTORY     - 1953     GOOD             NGS
 JG0591
 JG0591                          STATION DESCRIPTION
 JG0591
 JG0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0591'6.4 MI S FROM WAKEENEY.
 JG0591'6.4 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0591'U.S. HIGHWAY 40 AT WAKEENEY, 76 FEET EAST OF THE CENTER LINE
 JG0591'OF THE HIGHWAY, 34 FEET NORTH OF THE CENTER LINE OF AN EAST
 JG0591'AND WEST ROAD, 0.8 FOOT EAST OF A FENCE, 1.5 FEET SOUTH OF A
 JG0591'WITNESS POST, 0.8 MILE EAST OF BENCH MARK BIG CREEK R.M. 1, SET IN
 JG0591'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 JG0591'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0593 ***********************************************************************
 JG0593  DESIGNATION -  BIG CREEK RM 1
 JG0593  PID         -  JG0593
 JG0593  STATE/COUNTY-  KS/TREGO
 JG0593  USGS QUAD   -  TREGO CENTER (1960)
 JG0593
 JG0593                         *CURRENT SURVEY CONTROL
 JG0593  ___________________________________________________________________
 JG0593* NAD 83(1986)-  38 55 39.     (N)    099 54 23.     (W)     SCALED    
 JG0593* NAVD 88     -       763.885  (meters)    2506.18   (feet)  ADJUSTED  
 JG0593  ___________________________________________________________________
 JG0593  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 JG0593  DYNAMIC HT  -         763.298 (meters)    2504.25  (feet)  COMP
 JG0593  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 JG0593
 JG0593  VERT ORDER  -  FIRST     CLASS II
 JG0593
 JG0593.The horizontal coordinates were scaled from a topographic map and have
 JG0593.an estimated accuracy of +/- 6 seconds.
 JG0593
 JG0593.The orthometric height was determined by differential leveling
 JG0593.and adjusted by the National Geodetic Survey in June 1991..
 JG0593
 JG0593.The geoid height was determined by GEOID03.
 JG0593
 JG0593.The dynamic height is computed by dividing the NAVD 88
 JG0593.geopotential number by the normal gravity value computed on the
 JG0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0593.degrees latitude (g = 980.6199 gals.).
 JG0593
 JG0593.The modeled gravity was interpolated from observed gravity values.
 JG0593
 JG0593;                    North         East    Units  Estimated Accuracy
 JG0593;SPC KS N     -    67,700.      234,710.      MT  (+/- 180 meters Scaled)
 JG0593
 JG0593                          SUPERSEDED SURVEY CONTROL
 JG0593
 JG0593  NGVD 29 (??/??/92)  763.580  (m)         2505.18   (f) ADJ UNCH    1 2
 JG0593
 JG0593.Superseded values are not recommended for survey control.
 JG0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0593.See file dsdata.txt to determine how the superseded data were derived.
 JG0593
 JG0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ214091(NAD 83)
 JG0593_MARKER: DR = REFERENCE MARK DISK
 JG0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0593_STAMPING: BIG CREEK NO 1 1934
 JG0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0593+STABILITY: SURFACE MOTION
 JG0593
 JG0593  HISTORY     - Date     Condition        Report By
 JG0593  HISTORY     - 1934     MONUMENTED       CGS
 JG0593  HISTORY     - 1953     GOOD             NGS
 JG0593
 JG0593                          STATION DESCRIPTION
 JG0593
 JG0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0593'7.2 MI S FROM WAKEENEY.
 JG0593'6.4 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0593'U.S. HIGHWAY 40 AT WAKEENEY, THENCE 0.8 MILE WEST ALONG A DIRT
 JG0593'ROAD, 20 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 0.6
 JG0593'FOOT SOUTH OF A FENCE, 173 FEET WEST OF TRIANGULATION STATION
 JG0593'BIG CREEK R.M., SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2
 JG0593'FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0592 ***********************************************************************
 JG0592  DESIGNATION -  BIG CREEK RM 2
 JG0592  PID         -  JG0592
 JG0592  STATE/COUNTY-  KS/TREGO
 JG0592  USGS QUAD   -  TREGO CENTER (1960)
 JG0592
 JG0592                         *CURRENT SURVEY CONTROL
 JG0592  ___________________________________________________________________
 JG0592* NAD 83(1986)-  38 55 39.     (N)    099 54 23.     (W)     SCALED    
 JG0592* NAVD 88     -       763.835  (meters)    2506.02   (feet)  ADJUSTED  
 JG0592  ___________________________________________________________________
 JG0592  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 JG0592  DYNAMIC HT  -         763.248 (meters)    2504.09  (feet)  COMP
 JG0592  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 JG0592
 JG0592  VERT ORDER  -  FIRST     CLASS II
 JG0592
 JG0592.The horizontal coordinates were scaled from a topographic map and have
 JG0592.an estimated accuracy of +/- 6 seconds.
 JG0592
 JG0592.The orthometric height was determined by differential leveling
 JG0592.and adjusted by the National Geodetic Survey in June 1991..
 JG0592
 JG0592.The geoid height was determined by GEOID03.
 JG0592
 JG0592.The dynamic height is computed by dividing the NAVD 88
 JG0592.geopotential number by the normal gravity value computed on the
 JG0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0592.degrees latitude (g = 980.6199 gals.).
 JG0592
 JG0592.The modeled gravity was interpolated from observed gravity values.
 JG0592
 JG0592;                    North         East    Units  Estimated Accuracy
 JG0592;SPC KS N     -    67,700.      234,710.      MT  (+/- 180 meters Scaled)
 JG0592
 JG0592                          SUPERSEDED SURVEY CONTROL
 JG0592
 JG0592  NGVD 29 (??/??/92)  763.530  (m)         2505.01   (f) ADJ UNCH    1 2
 JG0592
 JG0592.Superseded values are not recommended for survey control.
 JG0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0592.See file dsdata.txt to determine how the superseded data were derived.
 JG0592
 JG0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ214091(NAD 83)
 JG0592_MARKER: DR = REFERENCE MARK DISK
 JG0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0592_STAMPING: BIG CREEK 1893
 JG0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0592+STABILITY: SURFACE MOTION
 JG0592
 JG0592  HISTORY     - Date     Condition        Report By
 JG0592  HISTORY     - 1893     MONUMENTED       CGS
 JG0592  HISTORY     - 1953     GOOD             NGS
 JG0592  HISTORY     - 1953     MARK NOT FOUND   NGS
 JG0592
 JG0592                          STATION DESCRIPTION
 JG0592
 JG0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0592'7.2 MI S FROM WAKEENEY.
 JG0592'6.4 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0592'U.S. HIGHWAY 40 AT WAKEENEY, THENCE 0.8 MILE WEST ALONG A DIRT
 JG0592'ROAD, 21 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 1 FOOT
 JG0592'NORTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE
 JG0592'TOP OF A CONCRETE POST WHICH IS 0.8 FOOT BELOW THE TOP OF THE
 JG0592'GROUND.
 JG0592
 JG0592                          STATION RECOVERY (1953)
 JG0592
 JG0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JG0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1149 ***********************************************************************
 KF1149  DESIGNATION -  BIGELOW
 KF1149  PID         -  KF1149
 KF1149  STATE/COUNTY-  KS/MARSHALL
 KF1149  USGS QUAD   -  BLUE RAPIDS SE (1968)
 KF1149
 KF1149                         *CURRENT SURVEY CONTROL
 KF1149  ___________________________________________________________________
 KF1149* NAD 83(1997)-  39 34 41.67823(N)    096 30 03.20594(W)     ADJUSTED  
 KF1149* NAVD 88     -       433.22   (+/-2cm)    1421.3    (feet)  VERTCON   
 KF1149  ___________________________________________________________________
 KF1149  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 KF1149  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 KF1149
 KF1149  HORZ ORDER  -  SECOND
 KF1149  VERT ORDER  -  THIRD ? (See Below)
 KF1149
 KF1149.The horizontal coordinates were established by classical geodetic methods
 KF1149.and adjusted by the National Geodetic Survey in October 1998..
 KF1149
 KF1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1149.The vertical order pertains to the NGVD 29 superseded value.
 KF1149
 KF1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1149
 KF1149.The geoid height was determined by GEOID03.
 KF1149
 KF1149;                    North         East     Units Scale Factor Converg.
 KF1149;SPC KS N     -   139,267.920   528,789.494   MT  0.99997315   +0 56 54.6
 KF1149;UTM  14      - 4,383,931.655   714,642.796   MT  1.00016726   +1 35 34.3
 KF1149
 KF1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1149!SPC KS N     -   0.99993664  x   0.99997315  =   0.99990979
 KF1149!UTM  14      -   0.99993664  x   1.00016726  =   1.00010389
 KF1149
 KF1149:                Primary Azimuth Mark                     Grid Az
 KF1149:SPC KS N     -  BIGELOW AZ MK                            017 26 52.0
 KF1149:UTM  14      -  BIGELOW AZ MK                            016 48 12.3
 KF1149
 KF1149|---------------------------------------------------------------------|
 KF1149| PID    Reference Object                     Distance      Geod. Az  |
 KF1149|                                                           dddmmss.s |
 KF1149| CL6886 BIGELOW AZ MK                                      0182346.6 |
 KF1149| CL6889 BIGELOW RM 3                         19.336 METERS 02139     |
 KF1149| CL6890 BIGELOW RM 4                         25.329 METERS 17156     |
 KF1149| CL6887 BIGELOW RM 1                         24.384 METERS 20405     |
 KF1149| CL6888 BIGELOW RM 2                         22.570 METERS 33512     |
 KF1149|---------------------------------------------------------------------|
 KF1149
 KF1149                          SUPERSEDED SURVEY CONTROL
 KF1149
 KF1149  NAD 83(1997)-  39 34 41.68211(N)    096 30 03.20427(W) AD(       ) 2
 KF1149  NAD 83(1986)-  39 34 41.68438(N)    096 30 03.20255(W) AD(       ) 2
 KF1149  NAD 27      -  39 34 41.69500(N)    096 30 02.17100(W) AD(       ) 2
 KF1149  NGVD 29 (07/19/86)  433.09   (m)         1420.9    (f) LEVELING    3  
 KF1149
 KF1149.Superseded values are not recommended for survey control.
 KF1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1149.See file dsdata.txt to determine how the superseded data were derived.
 KF1149
 KF1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1464383932(NAD 83)
 KF1149_MARKER: DS = TRIANGULATION STATION DISK
 KF1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1149
 KF1149  HISTORY     - Date     Condition        Report By
 KF1149  HISTORY     - 1947     MONUMENTED       CGS
 KF1149  HISTORY     - 1963     GOOD             CGS
 KF1149  HISTORY     - 1965     GOOD             CGS
 KF1149
 KF1149                          STATION DESCRIPTION
 KF1149
 KF1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1149'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF BIGELOW IN A
 KF1149'PASTURE OWNED BY J.J. HARPER.  IT IS 54 FEET EAST OF THE CENTER
 KF1149'OF A NORTH-SOUTH DIRT ROAD, 34 FEET EAST OF A NORTH-SOUTH
 KF1149'FENCE LINE AND 79 FEET WEST OF THE NORTHWEST CORNER OF AN OLD
 KF1149'STONE FOUNDATION.  IT IS STAMPED BIGELOW 1947 AND IS FLUSH WITH
 KF1149'THE SURFACE OF THE GROUND.
 KF1149'
 KF1149'REFERENCE MARK NO. 1 IS 21 FEET EAST OF THE CENTER OF A
 KF1149'NORTH-SOUTH DIRT ROAD AND 1 FOOT EAST OF A FENCE LINE.  IT IS
 KF1149'STAMPED BIGELOW NO 1 1947 AND PROJECTS 8 INCHES.
 KF1149'
 KF1149'REFERENCE MARK NO. 2 IS 21 FEET EAST OF THE CENTER OF A
 KF1149'NORTH-SOUTH DIRT ROAD, 18 FEET NORTH OF THE NORTH END OF A ROW
 KF1149'OF TREES AND 1 FOOT EAST OF A FENCE LINE.  IT IS STAMPED BIGELOW
 KF1149'NO 2 1947 AND PROJECTS 10 INCHES.
 KF1149'
 KF1149'THE AZIMUTH MARK IS AT THE NORTH END OF A PASTURE, 25 FEET SOUTH
 KF1149'OF AN EAST-WEST DIRT ROAD AND 1 FOOT NORTH OF A FENCE LINE.
 KF1149'IT IS STAMPED BIGELOW 1947 AND PROJECTS 6 INCHES.
 KF1149'
 KF1149'TO REACH THE STATION FROM THE MAIN INTERSECTION IN BIGELOW,
 KF1149'GO EAST 1 BLOCK, TURN RIGHT AND GO 0.15 MILE TO A FORK.  TAKE
 KF1149'LEFT FORK AND GO 3.85 MILES TO A T INTERSECTION, TURN RIGHT
 KF1149'AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KF1149'CONTINUE ON DIRT ROAD FOR 0.2 MILE, TURN LEFT AND GO 0.5 MILE
 KF1149'TO THE TOP OF THE GRADE AND THE STATION ON THE LEFT AS
 KF1149'DESCRIBED.
 KF1149'
 KF1149'A 74 FOOT SIGNAL AT OIKEL IS VISIBLE AT 37 FEET.
 KF1149'
 KF1149'A 4 FOOT SIGNAL AT FRANKFORT IS V.G.
 KF1149'
 KF1149'A 74 FOOT SIGNAL AT WYOMING IS V.G.
 KF1149'
 KF1149'A 74 FOOT SIGNAL AT BLACK IS V.G.
 KF1149'
 KF1149'A 74 FOOT SIGNAL AT FOSTER IS V.G.
 KF1149'
 KF1149'A 74 FOOT SIGNAL AT WALSBURG IS V.G.
 KF1149'
 KF1149'A 74 FOOT SIGNAL AT COTTAGE HILL IS V.G.
 KF1149'
 KF1149'A 4 FOOT SIGNAL AT CLEBURNE IS V.G.
 KF1149'
 KF1149'A 4 FOOT SIGNAL AT IRVING IS V.G.
 KF1149'
 KF1149'A 4 FOOT SIGNAL AT BLUE IS V.G.
 KF1149'
 KF1149'A 74 FOOT SIGNAL AT JOHNSTON IS VISIBLE AT 20 FEET.
 KF1149'
 KF1149'A 74 FOOT SIGNAL AT WINIFRED IS VISIBLE AT 20 FEET.
 KF1149'
 KF1149'A 74 FOOT SIGNAL AT HOME IS V.G.
 KF1149'
 KF1149'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1149
 KF1149                          STATION RECOVERY (1963)
 KF1149
 KF1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF1149'THIS STATION WAS RECOVERED AS DESCRIBED AND THE STATION AND THE
 KF1149'AZIMUTH MARK WERE FOUND IN GOOD CONDITION, BUT THE REFERENCE
 KF1149'MARKS HAD BEEN DESTROYED BY ROAD GRADING.  REFERENCE MARKS
 KF1149'NO. 3 AND NO. 4 WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 KF1149'FOLLOWS.
 KF1149'
 KF1149'STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF FOSTORIA
 KF1149'AND 4 MILES SOUTH OF THE FORMER TOWN OF BIGELOW WHICH IS BEING
 KF1149'COVERED BY WATER FROM THE TUTTLE CREEK DAM ALONG THE EAST
 KF1149'RIGHT-OF-WAY OF A NEW GRADED ROAD, 97 FEET NORTH-NORTHWEST OF A
 KF1149'POWER POLE, 40 FEET NORTH-NORTHWEST OF A CHANGE OR BREAK IN
 KF1149'THE EAST RIGHT-OF-WAY FENCELINE, 29 FEET EAST OF THE CENTERLINE
 KF1149'OF A NEW GRADED ROCK ROAD, AND 18 FEET WEST OF THE EAST
 KF1149'RIGHT-OF-WAY FENCE.  THE STATION MARK IS FLUSH WITH THE
 KF1149'SURFACE OF THE GROUND, SURROUNDED BY THREE 2-INCH PIPE PAINTED
 KF1149'SILVER AND PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  THE
 KF1149'DISK IS STAMPED BIGELOW 1947.
 KF1149'
 KF1149'TO REACH THE STATION FROM THE POST OFFICE IN FOSTORIA, FOLLOW THE
 KF1149'MAIN STREET NORTH FOR 0.2 MILE TO THE JUNCTION OF NEW STATE
 KF1149'HIGHWAY 16.  CROSS THE HIGHWAY AND FOLLOW THE MAIN GRAVELLED
 KF1149'ROAD IN A NORTHERLY DIRECTION FOR 6.8 MILES TO A NEW ROCK
 KF1149'CROSSROADS.  TURN RIGHT AND GO EAST AND NORTH ON THE NEW ROCK
 KF1149'ROAD FOR 4.5 MILES TO THE TOP OF HILL AND THE STATION ON THE
 KF1149'RIGHT AS DESCRIBED.
 KF1149'
 KF1149'REFERENCE MARK NO. 3 IS NORTH-NORTHEAST OF THE STATION, 50 FEET
 KF1149'EAST OF THE CENTER OF ROCK ROAD, 4 FEET SOUTH OF A BREAK IN THE
 KF1149'FENCELINE, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.  THE
 KF1149'MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED BIGELOW NO 3
 KF1149'1947.
 KF1149'
 KF1149'REFERENCE MARK NO. 4 IS SOUTH-SOUTHEAST OF THE STATION, 45 FEET
 KF1149'EAST OF THE CENTER OF ROCK ROAD, 44 FEET SOUTH OF THE BREAK
 KF1149'IN THE EAST RIGHT-OF-WAY FENCE, AND 17 FEET NORTHWEST OF A
 KF1149'POWER POLE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 KF1149'BIGELOW NO 4 1947.
 KF1149'
 KF1149'AZIMUTH MARK IS 0.65 MILE NORTH-NORTHEAST OF THE STATION, AT
 KF1149'THE NORTH END OF A PASTURE, 25 FEET SOUTH OF THE CENTER OF A
 KF1149'DIRT ROAD, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 KF1149'6 INCHES AND THE DISK IS STAMPED BIGELOW 1947.
 KF1149'
 KF1149'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON ROCK
 KF1149'ROAD FOR 0.6 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON A GRADED
 KF1149'DIRT ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 KF1149'DESCRIBED.
 KF1149'
 KF1149'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KF1149
 KF1149                          STATION RECOVERY (1965)
 KF1149
 KF1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1149'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 KF1149'IT IS ON A BANK 4 FEET HIGHER THAN THE ROAD, IN AREA LEFT BY
 KF1149'CONSTRUCTION OF THE ROAD TO AVOID THE DESTRUCTION OF THE MARK, 27
 KF1149'FEET EAST OF CENTER OF THE ROAD, 18 FEET WEST OF A FENCELINE, IT
 KF1149'IS FLUSH WITH THE GROUND AND HAS 3-IRON STAKES DRIVEN AROUND THE
 KF1149'MARK.
 KF1149'
 KF1149'REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED, REFERENCE MARKS 3 AND
 KF1149'4 WERE FOUND IN GOOD CONDITION, THIS DESCRIPTION WAS NOT AVAILABLE
 KF1149'AT TIME OF RECOVERY.
 KF1149'
 KF1149'REFERENCE MARK NO. 3 IS NORTH-NORTHEAST OF STATION, 50 FEET EAST OF
 KF1149'CENTER OF THE ROAD AND 1 FOOT WEST OF FENCELINE.  A STANDARD DISK
 KF1149'IN A CONCRETE MONUMENT, STAMPED BIGELOW NO 3 1947 AND PROJECTS 8
 KF1149'INCHES.
 KF1149'
 KF1149'REFERENCE MARK NO. 4 IS SOUTH-SOUTHEAST OF THE STATION, 38 FEET EAST
 KF1149'OF CENTER OF THE ROAD AND 1 FOOT WEST OF A FENCELINE.  A STANDARD
 KF1149'DISK, STAMPED, BIGELOW NO 4 1947 AND PROJECTS 6 INCHES.
 KF1149'
 KF1149'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 KF1149'ABOUT 0.6 MILE NORTH-NORTHEAST OF THE STATION, 198 FEET EAST OF
 KF1149'CENTER OF A ROCK BRIDGE, 25 SOUTH OF CENTER OF THE ROAD, 1 FOOT
 KF1149'NORTH OF FENCELINE AND 1 FOOT WEST OF A METAL POST AND SIGN STAMPED
 KF1149'BIGELOW 1947, AND PROJECTS 6 INCHES.
 KF1149'
 KF1149'THE TOWN OF BIGELOW WAS REMOVED AT TIME OF THE CONSTRUCTION OF THE
 KF1149'TUTTLE CREEK DAM.  A NEW DESCRIPTION TO REACH IS AS FOLLOWS.
 KF1149'
 KF1149'TO REACH FROM FRANKFORT, GO SOUTH ON STATE HIGHWAY 99 FOR 6.5
 KF1149'MILES TO A CROSSROAD, TURN RIGHT, GO WEST ON A GRAVELED ROAD
 KF1149'2.9 MILES TO A CROSSROAD, TURN LEFT, GO SOUTH ON A GRAVELED ROAD
 KF1149'1.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, GO WEST ON A GRAVELED
 KF1149'ROAD FOR 1.8 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE 0.2
 KF1149'MILE TO A SIDE ROAD LEFT, TURN LEFT, GO SOUTH 0.7 MILE TO THE
 KF1149'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0806 ***********************************************************************
 HH0806  DESIGNATION -  BILL
 HH0806  PID         -  HH0806
 HH0806  STATE/COUNTY-  KS/STANTON
 HH0806  USGS QUAD   -  RICHFIELD NE (1973)
 HH0806
 HH0806                         *CURRENT SURVEY CONTROL
 HH0806  ___________________________________________________________________
 HH0806* NAD 83(1997)-  37 24 04.12311(N)    101 45 45.77296(W)     ADJUSTED  
 HH0806* NAVD 88     -      1029.4    (meters)    3377.     (feet)  VERTCON   
 HH0806  ___________________________________________________________________
 HH0806  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 HH0806  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 HH0806
 HH0806  HORZ ORDER  -  SECOND
 HH0806
 HH0806.The horizontal coordinates were established by classical geodetic methods
 HH0806.and adjusted by the National Geodetic Survey in October 1998..
 HH0806
 HH0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0806
 HH0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0806
 HH0806.The geoid height was determined by GEOID03.
 HH0806
 HH0806;                    North         East     Units Scale Factor Converg.
 HH0806;SPC KS S     -   486,570.193   111,178.901   MT  0.99997628   -2 00 18.1
 HH0806;UTM  14      - 4,142,956.846   255,456.811   MT  1.00033669   -1 40 44.0
 HH0806
 HH0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0806!SPC KS S     -   0.99984239  x   0.99997628  =   0.99981867
 HH0806!UTM  14      -   0.99984239  x   1.00033669  =   1.00017902
 HH0806
 HH0806|---------------------------------------------------------------------|
 HH0806| PID    Reference Object                     Distance      Geod. Az  |
 HH0806|                                                           dddmmss.s |
 HH0806| CM8434 BILL RM 2                            17.631 METERS 18049     |
 HH0806| HH0809 GARY                                APPROX. 5.1 KM 1911650.2 |
 HH0806| CM8433 BILL RM 1                            20.482 METERS 35027     |
 HH0806|---------------------------------------------------------------------|
 HH0806
 HH0806                          SUPERSEDED SURVEY CONTROL
 HH0806
 HH0806  NAD 83(1997)-  37 24 04.12400(N)    101 45 45.77240(W) AD(       ) 2
 HH0806  NAD 83(1997)-  37 24 04.12885(N)    101 45 45.76494(W) AD(       ) 2
 HH0806  NAD 83(1986)-  37 24 04.12919(N)    101 45 45.76452(W) AD(       ) 2
 HH0806  NAD 27      -  37 24 04.05229(N)    101 45 44.15587(W) AD(       ) 2
 HH0806  NGVD 29 (07/19/86) 1029.0    (m)         3376.     (f) VERT ANG       
 HH0806
 HH0806.Superseded values are not recommended for survey control.
 HH0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0806.See file dsdata.txt to determine how the superseded data were derived.
 HH0806
 HH0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5545742957(NAD 83)
 HH0806_MARKER: DD = SURVEY DISK
 HH0806_SETTING: 0 = UNSPECIFIED SETTING
 HH0806
 HH0806  HISTORY     - Date     Condition        Report By
 HH0806  HISTORY     - 1972     MONUMENTED       USGS
 HH0806
 HH0806                          STATION DESCRIPTION
 HH0806
 HH0806'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0806'STATION IS ABOUT 12.1 MI. S. OF INTERSECTION OF U. S. HIGHWAYS 160
 HH0806'AND 270 AND STATE HIGHWAY 27, AT NW. CORNER OF JOHNSON CITY, ABOUT
 HH0806'800 FT. S. AND 47 FT. W. OF COR. SECS. 23, 24, 25 AND 26, T. 30 S.,
 HH0806'R. 41 W.
 HH0806'
 HH0806'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAYS 160 AND 270 AND
 HH0806'STATE HIGHWAY 27, AT NW. CORNER OF JOHNSON CITY, GO S. ON STATE
 HH0806'HIGHWAY 27 FOR ABOUT 12.1 MI. TO THE STATION ON THE RIGHT, ON THE
 HH0806'HIGHEST GROUND IN VICINITY.
 HH0806'
 HH0806'STATION MARK STAMPED ET BILL 1972 IS ABOUT 800 FT. S. AND 47 FT. W.
 HH0806'OF STATE HIGHWAY 27, AT E.-W. FIELD RDS., 14 FT. E. OF W.
 HH0806'RIGHT-OF-WAY, 1 FT. E. OF USGS WITNESS POST.
 HH0806'
 HH0806'REFERENCE MARK NO. 1 STAMPED BILL NO 1 1972 IS NNW. OF STATION, ABOUT
 HH0806'750 FT. S. AND 58 FT. W. OF STATE HIGHWAY 27 AT E.-W. FIELD RDS., 1
 HH0806'FT. E. OF RED CONCRETE RIGHT-OF-WAY POST.
 HH0806'
 HH0806'REFERENCE MARK NO. 2 STAMPED BILL NO 2 1972 IS S. OF STATION, ABOUT
 HH0806'850 FT. S. AND 47 FT. W. OF STATE HIGHWAY 27 AT E.-W. FIELD REDS, 13
 HH0806'FT. E. OF W. RIGHT-OF-WAY.
 HH0806'
 HH0806'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS,
 HH0806'CENTERED IN 6-INCH DIAMETER SECTIONS OF WHITE PLASTIC PIPE 12 IN.
 HH0806'LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE
 HH0806'FLUSH WITH THE GROUND.
 HH0806'
 HH0806'HEIGHT OF INSTRUMENT 5.01 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0634 ***********************************************************************
 JH0634  DESIGNATION -  BILL
 JH0634  PID         -  JH0634
 JH0634  STATE/COUNTY-  KS/GREELEY
 JH0634  USGS QUAD   -  NORTH OF TRIBUNE (1970)
 JH0634
 JH0634                         *CURRENT SURVEY CONTROL
 JH0634  ___________________________________________________________________
 JH0634* NAD 83(1997)-  38 32 15.75710(N)    101 45 08.16246(W)     ADJUSTED  
 JH0634* NAVD 88     -      1102.     (meters)    3615.     (feet)  SCALED    
 JH0634  ___________________________________________________________________
 JH0634  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 JH0634  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 JH0634
 JH0634  HORZ ORDER  -  SECOND
 JH0634
 JH0634.The horizontal coordinates were established by classical geodetic methods
 JH0634.and adjusted by the National Geodetic Survey in October 1998..
 JH0634
 JH0634.The orthometric height was scaled from a topographic map.
 JH0634
 JH0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0634
 JH0634.The geoid height was determined by GEOID03.
 JH0634
 JH0634;                    North         East     Units Scale Factor Converg.
 JH0634;SPC KS S     -   612,609.234   116,502.790   MT  0.99999440   -1 59 55.0
 JH0634;UTM  14      - 4,269,069.051   260,112.479   MT  1.00030872   -1 42 56.0
 JH0634
 JH0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0634!SPC KS S     -   0.99983080  x   0.99999440  =   0.99982520
 JH0634!UTM  14      -   0.99983080  x   1.00030872  =   1.00013947
 JH0634
 JH0634|---------------------------------------------------------------------|
 JH0634| PID    Reference Object                     Distance      Geod. Az  |
 JH0634|                                                           dddmmss.s |
 JH0634| CM8431 BILL RM 1                            17.132 METERS 00142     |
 JH0634| CM8432 BILL RM 2                            17.070 METERS 17700     |
 JH0634| JH0594 TRIBUNE MUNICIPAL TANK              APPROX. 7.5 KM 1813157.8 |
 JH0634| JH0591 TRIBUNE NEW MUNICIPAL TANK          APPROX. 7.1 KM 1840636.9 |
 JH0634| JH0592 HORACE MUNICIPAL TANK               APPROX. 7.5 KM 2062748.4 |
 JH0634|---------------------------------------------------------------------|
 JH0634
 JH0634                          SUPERSEDED SURVEY CONTROL
 JH0634
 JH0634  NAD 83(1986)-  38 32 15.75643(N)    101 45 08.16195(W) AD(       ) 2
 JH0634  NAD 27      -  38 32 15.69861(N)    101 45 06.54203(W) AD(       ) 2
 JH0634
 JH0634.Superseded values are not recommended for survey control.
 JH0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0634.See file dsdata.txt to determine how the superseded data were derived.
 JH0634
 JH0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH6011269069(NAD 83)
 JH0634_MARKER: DD = SURVEY DISK
 JH0634_SETTING: 0 = UNSPECIFIED SETTING
 JH0634
 JH0634  HISTORY     - Date     Condition        Report By
 JH0634  HISTORY     - 1967     MONUMENTED       USGS
 JH0634  HISTORY     - 1972     GOOD             DMA
 JH0634
 JH0634                          STATION DESCRIPTION
 JH0634
 JH0634'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0634'STATION IS LOCATED ABOUT 4.7 MI N. OF TRIBUNE, T. 17 S.,
 JH0634'R. 40 W., NEAR THE COR. OF SECS. 28, 29, 32 AND 33.
 JH0634'
 JH0634'T REACH THE STATION FROM INTERSECTION OF STATE HWYS. 96 AND
 JH0634'27 IN TRIBUNE, GO N. ON STATE HWY. 27 FOR 5.0 MI TO STATION
 JH0634'ON RIGHT.
 JH0634'
 JH0634'STATION MARK IS 228 FT S. AND 58 FT E. OF CENTER OF T-RD.
 JH0634'E., 5.5 FT W. OF E. RIGHT-OF-WAY FENCE, 2 FT W. OF USGS
 JH0634'WITNESS POST.  STAMPED ET BILL 1967.
 JH0634'
 JH0634'REFERENCE MARK NO. 1 IS N. OF STATION, 60 FT E. OF CENTER OF HWY.
 JH0634'4 FT W. OF E. RIGHT-OF-WAY FENCE, 1.5 FT W. OF USGS WITNESS
 JH0634'POST.  STAMPED BILL NO. 1 1967.
 JH0634'
 JH0634'REFERENCE MARK NO. 2 IS S. OF STATION, 61 FT E. OF CENTER
 JH0634'OF HWY., 3 FT W. OF E. RIGHT-OF-WAY FENCE, 2 FT W. OF USGS
 JH0634'WITNESS POST, STAMPED BILL NO. 2 1967.
 JH0634'
 JH0634'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 JH0634'ON 1/2 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 JH0634'TILES 12 IN. LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 JH0634'
 JH0634'AZIMUTH MARK - HORACE MWT - POINT SIGNTED FINIAL MWT HORACE.
 JH0634'LOCATED IN NW. PART OF TOWN, 0.3 MI N. ALONG SEC. LINE RD.
 JH0634'FROM RR. CROSSING, 57 FT S., 160 FT W. OF CROSS STREET.
 JH0634'
 JH0634'AZIMUTH MARK - NEW TRIBUNE MWT - ERECTED IN 1966, POINT
 JH0634'SIGNTED RED LIGHT OFF CENTER, LOCATED IN NW. COR. OF TRIBUNE,
 JH0634'N. OF SCHOOL HOUSE, HORTON WATER SPHEROID, 95 FT TO BCL
 JH0634'(BOTTOM OF CLEARANCE LIGHT)
 JH0634'
 JH0634'AZIMUTH MARK - OLD TRIBUNE MWT - POINT SIGNTED, FINIAL MWT
 JH0634'TRIBUNE, 1930 CHICAGO BRIDGE AND IRON WORKS APPROX. 150
 JH0634'FT N. AND 137 FT E. OF INTERSECTION OF GREELEY AVE. AND INGALLS
 JH0634'AVE.
 JH0634
 JH0634                          STATION RECOVERY (1972)
 JH0634
 JH0634'RECOVERY NOTE BY DEFENSE MAP AGENCY 1972
 JH0634'STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION AS
 JH0634'DESCRIBED.  R.M. 2 WAS NOT FOUND.
 JH0634'
 JH0634'THE 1967 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0707 ***********************************************************************
 JH0707  DESIGNATION -  BIN
 JH0707  PID         -  JH0707
 JH0707  STATE/COUNTY-  KS/FINNEY
 JH0707  USGS QUAD   -  AMY SE (1974)
 JH0707
 JH0707                         *CURRENT SURVEY CONTROL
 JH0707  ___________________________________________________________________
 JH0707* NAD 83(1997)-  38 15 23.24708(N)    100 31 41.35045(W)     ADJUSTED  
 JH0707* NAVD 88     -       877.     (meters)    2877.     (feet)  SCALED    
 JH0707  ___________________________________________________________________
 JH0707  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 JH0707  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 JH0707
 JH0707  HORZ ORDER  -  SECOND
 JH0707
 JH0707.The horizontal coordinates were established by classical geodetic methods
 JH0707.and adjusted by the National Geodetic Survey in October 1998..
 JH0707
 JH0707.The orthometric height was scaled from a topographic map.
 JH0707
 JH0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0707
 JH0707.The geoid height was determined by GEOID03.
 JH0707
 JH0707;                    North         East     Units Scale Factor Converg.
 JH0707;SPC KS S     -   578,375.489   222,506.768   MT  0.99995336   -1 14 46.9
 JH0707;UTM  14      - 4,235,374.296   366,297.106   MT  0.99982016   -0 56 46.8
 JH0707
 JH0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0707!SPC KS S     -   0.99986634  x   0.99995336  =   0.99981971
 JH0707!UTM  14      -   0.99986634  x   0.99982016  =   0.99968652
 JH0707
 JH0707|---------------------------------------------------------------------|
 JH0707| PID    Reference Object                     Distance      Geod. Az  |
 JH0707|                                                           dddmmss.s |
 JH0707| CK8959 BIN RM 1                             23.728 METERS 10019     |
 JH0707| JH0714 PHEASANT                            APPROX. 5.6 KM 2245122.5 |
 JH0707| CK8960 BIN RM 2                             23.554 METERS 26127     |
 JH0707|---------------------------------------------------------------------|
 JH0707
 JH0707                          SUPERSEDED SURVEY CONTROL
 JH0707
 JH0707  NAD 83(1986)-  38 15 23.25137(N)    100 31 41.34979(W) AD(       ) 2
 JH0707  NAD 27      -  38 15 23.18260(N)    100 31 39.82712(W) AD(       ) 2
 JH0707
 JH0707.Superseded values are not recommended for survey control.
 JH0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0707.See file dsdata.txt to determine how the superseded data were derived.
 JH0707
 JH0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH6629735374(NAD 83)
 JH0707_MARKER: DS = TRIANGULATION STATION DISK
 JH0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0707
 JH0707  HISTORY     - Date     Condition        Report By
 JH0707  HISTORY     - 1963     MONUMENTED       CGS
 JH0707  HISTORY     - 1974     SEE DESCRIPTION  USGS
 JH0707  HISTORY     - 1975     SEE DESCRIPTION  NGS
 JH0707
 JH0707                          STATION DESCRIPTION
 JH0707
 JH0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0707'THE STATION IS 15-1/2 MILES SOUTH AND 3-1/2 MILES WEST OF DIGHTON AND
 JH0707'1/2 MILE SOUTH OF THE LANE-FINNEY COUNTY LINE, NEAR THE CENTER OF
 JH0707'SECTION 5, T 21 S, R 29 W, AND ON PROPERTY OWNED BY MR. LEFTIE
 JH0707'HORN.
 JH0707'
 JH0707'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 156 AND STATE
 JH0707'HIGHWAY 23, 3-3/4 MILES WEST OF KALVESTA, GO WEST ON HIGHWAYS 156
 JH0707'AND 23 FOR 5.9 MILES TO WHERE HIGHWAY 23 TURNS RIGHT AND GOES NORTH.
 JH0707'TURN RIGHT AND GO NORTH ON HIGHWAY 23 FOR 11.85 MILES TO A
 JH0707'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 2.95 MILES TO
 JH0707'A CROSSROAD.  TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.95
 JH0707'MILE TO A CROSSROAD.  CONTINUE NORTH ON A FIELD ROAD FOR
 JH0707'0.6 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A
 JH0707'FIELD ROAD FOR 0.5 MILE TO A METAL GRAIN BIN ON THE RIGHT AND THE
 JH0707'STATION ON THE RIGHT.
 JH0707'
 JH0707'STATION MARKS ARE STANDARD DISKS STAMPED BIN 1963.  THE SURFACE DISK
 JH0707'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JH0707'GROUND.  IT IS 17.5 FEET NORTH OF THE CENTER OF THE FIELD ROAD, 11
 JH0707'FEET SOUTHWEST OF THE GRAIN BIN, AND 10 FEET SOUTHWEST OF A METAL
 JH0707'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 JH0707'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 JH0707'
 JH0707'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BIN NO 1 1963, IS SET
 JH0707'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 6 FEET
 JH0707'NORTH OF THE CENTER OF THE FIELD ROAD
 JH0707'AND 2.5 FEET WEST OF A METAL WITNESS POST.
 JH0707'
 JH0707'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BIN NO 2 1963, IS SET
 JH0707'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 6 FEET
 JH0707'NORTH OF THE CENTER OF THE FIELD ROAD AND 1.5 FEET EAST OF A METAL
 JH0707'WITNESS POST.
 JH0707'
 JH0707'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 JH0707'
 JH0707'STATION PHEASANT CAN BE USED AS THE AZIMUTH MARK.
 JH0707'
 JH0707'HEIGHT OF LIGHT ABOVE STATION MARK 17 METERS.
 JH0707
 JH0707                          STATION RECOVERY (1974)
 JH0707
 JH0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (GS)
 JH0707'THE TRIANGULATION SURFACE MARK IS IN PLACE AND SOLID, HOWEVER, THE
 JH0707'DISK HAS BEEN REMOVED.  BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 JH0707'
 JH0707'THE STATION IS 15-1/2 MILES SOUTH AND 3-1/2 MILES WEST OF DIGHTON.
 JH0707
 JH0707                          STATION RECOVERY (1975)
 JH0707
 JH0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JH0707'THE SUB-SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 JH0707'RECOVERED AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS
 JH0707'FOUND TILTED AND THE DISK SHEARED OFF.  A NEW STATION MARK WAS SET
 JH0707'DIRECTLY ABOVE THE UNDERGROUND MARK THIS DATE.  THE PREVIOUS
 JH0707'DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE ADDITIONAL NOTES.
 JH0707'
 JH0707'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED BIN 1963 1975,
 JH0707'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 JH0707'WITH THE GROUND.  IT IS 32 FEET NORTH OF THE CENTER OF A FIELD
 JH0707'ROAD, 11 FEET SOUTHWEST OF A GRAIN BIN AND 1.5 FEET SOUTH OF A
 JH0707'METAL WITNESS POST.
 JH0707'
 JH0707'REFERENCE MARK 1 IS 19 FEET NORTH OF THE CENTER OF THE FIELD ROAD
 JH0707'AND THE DISTANCE MEASURED FROM THE STATION MARK THIS DATE IS 77.81
 JH0707'FEET.
 JH0707'
 JH0707'REFERENCE MARK 2 IS 19 FEET NORTH OF THE CENTER OF THE FIELD ROAD AND
 JH0707'THE DISTANCE MEASURED FROM THE STATION MARK THIS DATE IS 77.29 FEET.
 JH0707'
 JH0707'THE DIRECTIONS TO THE MARKS WERE NOT CHECKED THIS DATE, DUE TO
 JH0707'WEATHER CONDITIONS.
 JH0707'
 JH0707'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15-1/2 MILES S AND
 JH0707'3-1/2 MILES W OF DIGHTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1424 ***********************************************************************
 HF1424  DESIGNATION -  BINE
 HF1424  PID         -  HF1424
 HF1424  STATE/COUNTY-  KS/KINGMAN
 HF1424  USGS QUAD   -  ADAMS (1971)
 HF1424
 HF1424                         *CURRENT SURVEY CONTROL
 HF1424  ___________________________________________________________________
 HF1424* NAD 83(1997)-  37 27 59.22112(N)    097 56 07.90150(W)     ADJUSTED  
 HF1424* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 HF1424  ___________________________________________________________________
 HF1424  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 HF1424  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HF1424
 HF1424  HORZ ORDER  -  SECOND
 HF1424
 HF1424.The horizontal coordinates were established by classical geodetic methods
 HF1424.and adjusted by the National Geodetic Survey in October 1998..
 HF1424
 HF1424.The orthometric height was scaled from a topographic map.
 HF1424
 HF1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1424
 HF1424.The geoid height was determined by GEOID03.
 HF1424
 HF1424;                    North         East     Units Scale Factor Converg.
 HF1424;SPC KS S     -   488,914.998   449,934.027   MT  0.99996673   +0 20 48.8
 HF1424;UTM  14      - 4,147,151.203   594,132.244   MT  0.99970914   +0 38 51.2
 HF1424
 HF1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1424!SPC KS S     -   0.99993383  x   0.99996673  =   0.99990056
 HF1424!UTM  14      -   0.99993383  x   0.99970914  =   0.99964299
 HF1424
 HF1424:                Primary Azimuth Mark                     Grid Az
 HF1424:SPC KS S     -  NORWICH MUNICIPAL TANK                   098 32 03.7
 HF1424:UTM  14      -  NORWICH MUNICIPAL TANK                   098 14 01.3
 HF1424
 HF1424|---------------------------------------------------------------------|
 HF1424| PID    Reference Object                     Distance      Geod. Az  |
 HF1424|                                                           dddmmss.s |
 HF1424| HF1414 NORWICH MUNICIPAL TANK              APPROX. 8.0 KM 0985252.5 |
 HF1424| CL4291 BINE RM 1                            14.106 METERS 17328     |
 HF1424| CL4290 BINE AZ MK                                         1992659.0 |
 HF1424| CL4292 BINE RM 2                            15.686 METERS 22121     |
 HF1424|---------------------------------------------------------------------|
 HF1424
 HF1424                          SUPERSEDED SURVEY CONTROL
 HF1424
 HF1424  NAD 83(1997)-  37 27 59.22658(N)    097 56 07.90290(W) AD(       ) 2
 HF1424  NAD 83(1986)-  37 27 59.22911(N)    097 56 07.89846(W) AD(       ) 2
 HF1424  NAD 27      -  37 27 59.16917(N)    097 56 06.69562(W) AD(       ) 2
 HF1424
 HF1424.Superseded values are not recommended for survey control.
 HF1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1424.See file dsdata.txt to determine how the superseded data were derived.
 HF1424
 HF1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9413247151(NAD 83)
 HF1424_MARKER: DS = TRIANGULATION STATION DISK
 HF1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1424
 HF1424  HISTORY     - Date     Condition        Report By
 HF1424  HISTORY     - 1962     MONUMENTED       CGS
 HF1424
 HF1424                          STATION DESCRIPTION
 HF1424
 HF1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1424'THE STATION IS ABOUT 8 MILES EAST OF RAGO, 5-1/2 MILES WEST OF
 HF1424'NORWICH, 5 MILES SOUTHEAST OF BELMONT, ON THE WEST SIDE OF A
 HF1424'BLACKTOP ROAD AND ON LAND OWNED BY MR. A.L. SCHIFFELBINE.
 HF1424'
 HF1424'TO REACH THE STATION FROM THE POST OFFICE IN NORWICH, GO NORTH
 HF1424'ON A GRAVELED ROAD FOR 0.1 MILE TO STATE HIGHWAY 42.  TURN LEFT,
 HF1424'WEST, ON HIGHWAY 42 FOR 3.0 MILES TO A RAILROAD CROSSING.
 HF1424'CONTINUE AHEAD, WEST, ON HIGHWAY 42 FOR 1.8 MILES TO A CROSSROAD.
 HF1424'TURN RIGHT, NORTH, ON A BLACKTOP ROAD FOR 0.55 MILE TO THE
 HF1424'STATION ON THE LEFT.
 HF1424'
 HF1424'STATION MARKS ARE STANDARD DISKS STAMPED BINE 1962.  THE SURFACE
 HF1424'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 HF1424'IT IS 39 FEET WEST OF THE CENTER OF THE BLACKTOP ROAD, 28 FEET
 HF1424'SOUTH OF A JOG IN A FENCE, 9.5 FEET SOUTHEAST OF THE FENCE AND
 HF1424'4 FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 HF1424'IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE
 HF1424'SURFACE OF THE GROUND.
 HF1424'
 HF1424'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BINE NO 1 1962,
 HF1424'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HF1424'OF THE GROUND.  IT IS 73 FEET SOUTH OF THE JOG IN THE FENCE
 HF1424'AND 34 FEET WEST OF THE CENTER OF THE BLACKTOP ROAD.
 HF1424'
 HF1424'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BINE NO 2 1962,
 HF1424'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HF1424'77 FEET SOUTHWEST OF THE JOG IN THE FENCE, 74 FEET WEST OF THE
 HF1424'CENTER OF THE BLACKTOP ROAD AND 1 FOOT SOUTHEAST OF THE FENCE.
 HF1424'
 HF1424'AZIMUTH MARK, A STANDARD DISK STAMPED BINE 1962, IS SET IN A
 HF1424'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 131 FEET
 HF1424'SOUTH OF THE CENTER OF HIGHWAY 42, 48.5 FEET NORTH OF THE
 HF1424'NORTH RAIL OF A RAILROAD TRACK, 2 FEET EAST OF A METAL WITNESS
 HF1424'POST AND 1.5 FEET NORTH OF A FENCE.
 HF1424'
 HF1424'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 HF1424'BLACKTOP ROAD FOR 0.55 MILE TO A CROSSROAD.  TURN RIGHT, WEST, ON
 HF1424'HIGHWAY 42 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HF1424'
 HF1424'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0698 ***********************************************************************
 KH0698  DESIGNATION -  BIRD
 KH0698  PID         -  KH0698
 KH0698  STATE/COUNTY-  KS/CHEYENNE
 KH0698  USGS QUAD   -  BIRD CITY NORTH (1976)
 KH0698
 KH0698                         *CURRENT SURVEY CONTROL
 KH0698  ___________________________________________________________________
 KH0698* NAD 83(1997)-  39 45 30.14410(N)    101 30 52.04941(W)     ADJUSTED  
 KH0698* NAVD 88     -      1037.     (meters)    3402.     (feet)  SCALED    
 KH0698  ___________________________________________________________________
 KH0698  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 KH0698  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KH0698
 KH0698  HORZ ORDER  -  SECOND
 KH0698
 KH0698.The horizontal coordinates were established by classical geodetic methods
 KH0698.and adjusted by the National Geodetic Survey in October 1998..
 KH0698
 KH0698.The orthometric height was scaled from a topographic map.
 KH0698
 KH0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0698
 KH0698.The geoid height was determined by GEOID03.
 KH0698
 KH0698;                    North         East     Units Scale Factor Converg.
 KH0698;SPC KS N     -   164,044.411    98,908.527   MT  0.99999605   -2 13 25.1
 KH0698;UTM  14      - 4,403,963.487   284,599.283   MT  1.00017125   -1 36 31.5
 KH0698
 KH0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0698!SPC KS N     -   0.99984097  x   0.99999605  =   0.99983702
 KH0698!UTM  14      -   0.99984097  x   1.00017125  =   1.00001219
 KH0698
 KH0698:                Primary Azimuth Mark                     Grid Az
 KH0698:SPC KS N     -  MCDONALD MUNICIPAL TANK                  079 04 09.6
 KH0698:UTM  14      -  MCDONALD MUNICIPAL TANK                  078 27 16.0
 KH0698
 KH0698|---------------------------------------------------------------------|
 KH0698| PID    Reference Object                     Distance      Geod. Az  |
 KH0698|                                                           dddmmss.s |
 KH0698| KH0635 MCDONALD MUNICIPAL TANK             APPROX.13.0 KM 0765044.5 |
 KH0698| CP7452 BIRD RM 1                            49.102 METERS 13937     |
 KH0698| KH0709 BIRD CITY MUNICIPAL TANK            APPROX. 2.1 KM 2293234.9 |
 KH0698| CP7451 BIRD AZ MK                                         2515907.6 |
 KH0698| CP7453 BIRD RM 2                            56.676 METERS 26141     |
 KH0698|---------------------------------------------------------------------|
 KH0698
 KH0698                          SUPERSEDED SURVEY CONTROL
 KH0698
 KH0698  NAD 83(1997)-  39 45 30.14416(N)    101 30 52.04960(W) AD(       ) 2
 KH0698  NAD 83(1986)-  39 45 30.14408(N)    101 30 52.05044(W) AD(       ) 2
 KH0698  NAD 27      -  39 45 30.16000(N)    101 30 50.45500(W) AD(       ) 2
 KH0698
 KH0698.Superseded values are not recommended for survey control.
 KH0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0698.See file dsdata.txt to determine how the superseded data were derived.
 KH0698
 KH0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK8459903963(NAD 83)
 KH0698_MARKER: DS = TRIANGULATION STATION DISK
 KH0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0698
 KH0698  HISTORY     - Date     Condition        Report By
 KH0698  HISTORY     - 1951     MONUMENTED       CGS
 KH0698  HISTORY     - 1959     GOOD             CGS
 KH0698
 KH0698                          STATION DESCRIPTION
 KH0698
 KH0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0698'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF BIRD CITY, 70
 KH0698'FEET NORTH FROM THE CENTER OF U.S. HIGHWAY 36, 24 FEET SOUTH
 KH0698'OF A CUT BANK WHICH OVERLOOKS A RAILROAD TRACK, AND 19 FEET
 KH0698'SOUTHEAST OF A TELEPHONE POLE.  IT IS STAMPED BIRD 1951 AND
 KH0698'IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 KH0698'
 KH0698'REFERENCE MARK NO. 1 IS 70 FEET SOUTH FROM THE CENTER OF THE
 KH0698'HIGHWAY AND IS JUST NORTHWEST OF A POWER LINE POLE.  IT IS
 KH0698'STAMPED BIRD NO 1 1951 AND IS SET FLUSH.
 KH0698'
 KH0698'REFERENCE MARK NO. 2 IS 75 FEET NORTH OF THE HIGHWAY AND 5
 KH0698'FEET SOUTH OF A TELEPHONE POLE.  IT IS STAMPED BIRD NO 2 1951
 KH0698'AND PROJECTS 1 INCH.
 KH0698'
 KH0698'THE DISTANCE BETWEEN THE REFERENCE MARKS, NUMBER 1 AND 2,
 KH0698'IS 303.5 FEET.
 KH0698'
 KH0698'THE AZIMUTH MARK IS LOCATED 180 FEET SOUTH FROM THE CENTER OF
 KH0698'U.S. HIGHWAY 36, 45 FEET WEST FROM THE CENTER OF A DIRT ROAD,
 KH0698'17 FEET WEST FROM A FENCE CORNER, 2 FEET EAST OF A WITNESS POST,
 KH0698'AND IS JUST NORTH OF A FENCE LINE.  IT IS STAMPED BIRD 1951 AND
 KH0698'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 KH0698'
 KH0698'TO REACH THE STATION FROM THE DEPOT IN BIRD CITY (AT THE NORTH EDGE
 KH0698'OF TOWN) GO EASTERLY ON U.S. HIGHWAY 36 FOR 0.5 MILE TO THE
 KH0698'AZIMUTH MARK ON THE RIGHT, CONTINUE EAST ON THE HIGHWAY FOR
 KH0698'0.5 MILE TO THE TOP OF A RISE AND THE STATION ON THE LEFT AS
 KH0698'DESCRIBED.
 KH0698'
 KH0698'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KH0698
 KH0698                          STATION RECOVERY (1959)
 KH0698
 KH0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KH0698'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KH0698'IN GOOD CONDITION.  THE DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0997 ***********************************************************************
 HE0997  DESIGNATION -  BIRD
 HE0997  PID         -  HE0997
 HE0997  STATE/COUNTY-  KS/CHEROKEE
 HE0997  USGS QUAD   -  KIRKWOOD (1978)
 HE0997
 HE0997                         *CURRENT SURVEY CONTROL
 HE0997  ___________________________________________________________________
 HE0997* NAD 83(1997)-  37 19 18.73397(N)    094 42 20.05136(W)     ADJUSTED  
 HE0997* NAVD 88     -       277.3    (meters)     910.     (feet)  VERTCON   
 HE0997  ___________________________________________________________________
 HE0997  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 HE0997  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HE0997
 HE0997  HORZ ORDER  -  SECOND
 HE0997
 HE0997.The horizontal coordinates were established by classical geodetic methods
 HE0997.and adjusted by the National Geodetic Survey in October 1998..
 HE0997
 HE0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0997
 HE0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0997
 HE0997.The geoid height was determined by GEOID03.
 HE0997
 HE0997;                    North         East     Units Scale Factor Converg.
 HE0997;SPC KS S     -   479,560.643   736,223.257   MT  0.99998961   +2 19 54.4
 HE0997;UTM  15      - 4,131,943.413   348,881.201   MT  0.99988131   -1 02 03.4
 HE0997
 HE0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0997!SPC KS S     -   0.99996124  x   0.99998961  =   0.99995085
 HE0997!UTM  15      -   0.99996124  x   0.99988131  =   0.99984255
 HE0997
 HE0997:                Primary Azimuth Mark                     Grid Az
 HE0997:SPC KS S     -  PITTSBURG HOTEL BESSE FLAGPOLE           358 36 48.3
 HE0997:UTM  15      -  PITTSBURG HOTEL BESSE FLAGPOLE           001 58 46.1
 HE0997
 HE0997|---------------------------------------------------------------------|
 HE0997| PID    Reference Object                     Distance      Geod. Az  |
 HE0997|                                                           dddmmss.s |
 HE0997| HE1007 PITTSBURG HOTEL BESSE FLAGPOLE      APPROX. 9.9 KM 0005642.7 |
 HE0997| HE1015 PITTSBURG LADY LOURDES CATH CH      APPROX.10.5 KM 0011209.0 |
 HE0997| HE1026 PITTSBURG N MUNICIPAL TANK          APPROX.11.7 KM 0024652.7 |
 HE0997| HE1011 PITTSBURG S MUNICIPAL TANK          APPROX. 8.5 KM 0031239.3 |
 HE0997| HE1024 PITTSBURG POL RAD KAB 206 MAST      APPROX. 6.1 KM 0102700.5 |
 HE0997| CN5695 BIRD RM 1                            33.540 METERS 09646     |
 HE0997| HE1002 COW                                 APPROX. 5.4 KM 1793407.2 |
 HE0997| HE1071 TV STATION KOAM WEST MAST           APPROX.11.2 KM 1804444.2 |
 HE0997| CN5696 BIRD RM 2                            14.566 METERS 35020     |
 HE0997|---------------------------------------------------------------------|
 HE0997
 HE0997                          SUPERSEDED SURVEY CONTROL
 HE0997
 HE0997  NAD 83(1997)-  37 19 18.74031(N)    094 42 20.05220(W) AD(       ) 2
 HE0997  NAD 83(1986)-  37 19 18.74678(N)    094 42 20.04531(W) AD(       ) 2
 HE0997  NAD 27      -  37 19 18.55673(N)    094 42 19.19585(W) AD(       ) 2
 HE0997  NGVD 29 (07/19/86)  277.2    (m)          909.     (f) VERT ANG       
 HE0997
 HE0997.Superseded values are not recommended for survey control.
 HE0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0997.See file dsdata.txt to determine how the superseded data were derived.
 HE0997
 HE0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4888131943(NAD 83)
 HE0997_MARKER: DS = TRIANGULATION STATION DISK
 HE0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0997_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0997
 HE0997  HISTORY     - Date     Condition        Report By
 HE0997  HISTORY     - 1966     MONUMENTED       CGS
 HE0997
 HE0997                          STATION DESCRIPTION
 HE0997
 HE0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0997'THE STATION IS ABOUT 6 MILES SOUTH OF PITTSBURG, 5-1/2 MILES
 HE0997'WEST-NORTHWEST OF CHEROKEE AND 3-3/4 MILES EAST-NORTHEAST
 HE0997'OF WEIR, ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 69.
 HE0997'
 HE0997'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69,
 HE0997'160 AND STATE HIGHWAY 57 ABOUT 5 MILES SOUTH OF PITTSBURG, GO
 HE0997'SOUTH ON HIGHWAY 69 FOR 1.0 MILE TO A GRAVELED CROSSROAD
 HE0997'AND A CEMETERY ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY
 HE0997'FOR 0.15 MILE TO THE TOP OF A SMALL RISE AND THE STATION ON
 HE0997'THE RIGHT.
 HE0997'
 HE0997'STATION MARK IS A STANDARD DISK, STAMPED BIRD 1966, SET
 HE0997'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0997'THAT IS FLUSH WITH THE GROUND.  IT IS 51 FEET WEST OF THE
 HE0997'CENTERLINE OF U.S. HIGHWAY 69, 9.3 FEET EAST-NORTHEAST OF
 HE0997'A WITNESS POST AND 9 FEET EAST OF THE WEST RIGHT-OF-WAY
 HE0997'FENCE.
 HE0997'
 HE0997'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BIRD NO 1 1966,
 HE0997'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0997'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 58 FEET EAST
 HE0997'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF THE EAST
 HE0997'RIGHT-OF-WAY FENCE AND ABOUT 2 FEET HIGHER THAN THE STATION.
 HE0997'
 HE0997'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BIRD NO 2 1966,
 HE0997'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0997'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 59 FEET WEST
 HE0997'OF THE CENTERLINE OF THE HIGHWAY, 51 FEET NORTH OF THE WITNESS
 HE0997'POST, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE AND ABOUT
 HE0997'THE SAME ELEVATION AS THE STATION.
 HE0997'
 HE0997'ALL OBJECTS VISIBLE AT 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0708 ***********************************************************************
 KH0708  DESIGNATION -  BIRD CITY MUNICIPAL APT BEACON
 KH0708  PID         -  KH0708
 KH0708  STATE/COUNTY-  KS/CHEYENNE
 KH0708  USGS QUAD   -  BIRD CITY SOUTH (1981)
 KH0708
 KH0708                         *CURRENT SURVEY CONTROL
 KH0708  ___________________________________________________________________
 KH0708* NAD 83(1997)-  39 44 38.55145(N)    101 32 03.36901(W)     ADJUSTED  
 KH0708* NAVD 88     -                                                        
 KH0708  ___________________________________________________________________
 KH0708  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KH0708  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KH0708
 KH0708  HORZ ORDER  -  THIRD
 KH0708
 KH0708.The horizontal coordinates were established by classical geodetic methods
 KH0708.and adjusted by the National Geodetic Survey in October 1998..
 KH0708
 KH0708
 KH0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0708
 KH0708.The geoid height was determined by GEOID03.
 KH0708
 KH0708;                    North         East     Units Scale Factor Converg.
 KH0708;SPC KS N     -   162,520.485    97,150.047   MT  0.99999386   -2 14 10.3
 KH0708;UTM  14      - 4,402,420.493   282,856.948   MT  1.00018053   -1 37 15.4
 KH0708
 KH0708                          SUPERSEDED SURVEY CONTROL
 KH0708
 KH0708  NAD 83(1997)-  39 44 38.55149(N)    101 32 03.36916(W) AD(       ) 4
 KH0708  NAD 83(1986)-  39 44 38.55116(N)    101 32 03.36937(W) AD(       ) 4
 KH0708  NAD 27      -  39 44 38.56600(N)    101 32 01.77500(W) AD(       ) 3
 KH0708
 KH0708.Superseded values are not recommended for survey control.
 KH0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0708.See file dsdata.txt to determine how the superseded data were derived.
 KH0708
 KH0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK8285702420(NAD 83)
 KH0708_MARKER: 21 = AIRPORT BEACON
 KH0708
 KH0708  HISTORY     - Date     Condition        Report By
 KH0708  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0708
 KH0708                          STATION DESCRIPTION
 KH0708
 KH0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0708'THE STATION IS LOCATED IN SOUTH EDGE OF TOWN, ON THE WEST EDGE
 KH0708'OF THE BALL PARK.  IT IS A REVOLVING LIGHT SET ON TOP OF A
 KH0708'FOUR LEGGED STEEL STRUCTURE THE OVERALL HEIGHT IS 50 FEET.
 KH0708'
 KH0708'TO REACH FROM THE MAIN INTERSECTION OF BIRD CITY, GO SOUTH 0.35
 KH0708'MILE TO THE BALL PARK AND THE BEACON ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0709 ***********************************************************************
 KH0709  DESIGNATION -  BIRD CITY MUNICIPAL TANK
 KH0709  PID         -  KH0709
 KH0709  STATE/COUNTY-  KS/CHEYENNE
 KH0709  USGS QUAD   -  BIRD CITY SOUTH (1981)
 KH0709
 KH0709                         *CURRENT SURVEY CONTROL
 KH0709  ___________________________________________________________________
 KH0709* NAD 83(1997)-  39 44 46.06102(N)    101 31 59.00589(W)     ADJUSTED  
 KH0709* NAVD 88     -                                                        
 KH0709  ___________________________________________________________________
 KH0709  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 KH0709  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KH0709
 KH0709  HORZ ORDER  -  THIRD
 KH0709
 KH0709.The horizontal coordinates were established by classical geodetic methods
 KH0709.and adjusted by the National Geodetic Survey in October 1998..
 KH0709
 KH0709
 KH0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0709
 KH0709.The geoid height was determined by GEOID03.
 KH0709
 KH0709;                    North         East     Units Scale Factor Converg.
 KH0709;SPC KS N     -   162,747.862    97,262.882   MT  0.99999418   -2 14 07.5
 KH0709;UTM  14      - 4,402,649.111   282,967.356   MT  1.00017994   -1 37 12.8
 KH0709
 KH0709                          SUPERSEDED SURVEY CONTROL
 KH0709
 KH0709  NAD 83(1997)-  39 44 46.06108(N)    101 31 59.00608(W) AD(       ) 4
 KH0709  NAD 83(1986)-  39 44 46.06068(N)    101 31 59.00632(W) AD(       ) 4
 KH0709  NAD 27      -  39 44 46.07800(N)    101 31 57.40900(W) AD(       ) 3
 KH0709
 KH0709.Superseded values are not recommended for survey control.
 KH0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0709.See file dsdata.txt to determine how the superseded data were derived.
 KH0709
 KH0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK8296702649(NAD 83)
 KH0709_MARKER: 53 = ELEVATED TANK
 KH0709
 KH0709  HISTORY     - Date     Condition        Report By
 KH0709  HISTORY     - 1933     FIRST OBSERVED   CGS
 KH0709  HISTORY     - 1951     GOOD             CGS
 KH0709
 KH0709                          STATION DESCRIPTION
 KH0709
 KH0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0709'THE STATION IS LOCATED IN THE SOUTH PART OF BIRD CITY.  IT IS
 KH0709'77.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 51.0 FEET
 KH0709'NORTH OF A EAST-WEST FENCE LINE, 28.0 FEET SOUTH OF A SMALL TILE
 KH0709'BUILDING AND 24.0 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 KH0709'
 KH0709'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 KH0709'AND HAS AN OVERALL HEIGHT OF 130.0 FEET.  THE TANK IS PAINTED
 KH0709'SILVER AND HAS LETTERS BIRD CITY STAMPED IN BLACK ON THE
 KH0709'NORTH AND SOUTH SIDE.
 KH0709'
 KH0709'THE POINT OBSERVED ON WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0945 ***********************************************************************
 JG0945  DESIGNATION -  BIRZER
 JG0945  PID         -  JG0945
 JG0945  STATE/COUNTY-  KS/NESS
 JG0945  USGS QUAD   -  MC CRACKEN SW (1966)
 JG0945
 JG0945                         *CURRENT SURVEY CONTROL
 JG0945  ___________________________________________________________________
 JG0945* NAD 83(1997)-  38 34 54.14856(N)    099 44 46.28536(W)     ADJUSTED  
 JG0945* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 JG0945  ___________________________________________________________________
 JG0945  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 JG0945  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JG0945
 JG0945  HORZ ORDER  -  SECOND
 JG0945
 JG0945.The horizontal coordinates were established by classical geodetic methods
 JG0945.and adjusted by the National Geodetic Survey in October 1998..
 JG0945
 JG0945.The orthometric height was scaled from a topographic map.
 JG0945
 JG0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0945
 JG0945.The geoid height was determined by GEOID03.
 JG0945
 JG0945;                    North         East     Units Scale Factor Converg.
 JG0945;SPC KS S     -   613,273.927   291,417.190   MT  1.00000301   -0 45 56.9
 JG0945;UTM  14      - 4,270,623.869   435,006.944   MT  0.99965202   -0 27 55.3
 JG0945
 JG0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0945!SPC KS S     -   0.99988682  x   1.00000301  =   0.99988983
 JG0945!UTM  14      -   0.99988682  x   0.99965202  =   0.99953888
 JG0945
 JG0945:                Primary Azimuth Mark                     Grid Az
 JG0945:SPC KS S     -  BROWNELL ROBINSON MILL ELEV              002 31 35.4
 JG0945:UTM  14      -  BROWNELL ROBINSON MILL ELEV              002 13 33.8
 JG0945
 JG0945|---------------------------------------------------------------------|
 JG0945| PID    Reference Object                     Distance      Geod. Az  |
 JG0945|                                                           dddmmss.s |
 JG0945| JG0948 BROWNELL ROBINSON MILL ELEV         APPROX. 6.4 KM 0014538.5 |
 JG0945| CK8961 BIRZER AZ MK                                       0873404.6 |
 JG0945| JG0940 MCCRACKEN WESTERN P AND L TANK      APPROX.15.4 KM 0890134.4 |
 JG0945| JG0943 MCCRACKEN COOP ELEVATOR             APPROX.15.0 KM 0891400.8 |
 JG0945| CK8962 BIRZER RM 1                          28.906 METERS 10807     |
 JG0945| JG0893 ALEXANDER CO OP GRAIN ELEVATOR      APPROX.21.0 KM 1271320.5 |
 JG0945| JG0898 BAZINE MUN WATER TANK               APPROX.16.1 KM 1622544.8 |
 JG0945| CK8963 BIRZER RM 2                          22.746 METERS 19130     |
 JG0945|---------------------------------------------------------------------|
 JG0945
 JG0945                          SUPERSEDED SURVEY CONTROL
 JG0945
 JG0945  NAD 83(1986)-  38 34 54.15732(N)    099 44 46.28460(W) AD(       ) 2
 JG0945  NAD 27      -  38 34 54.10866(N)    099 44 44.85975(W) AD(       ) 2
 JG0945
 JG0945.Superseded values are not recommended for survey control.
 JG0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0945.See file dsdata.txt to determine how the superseded data were derived.
 JG0945
 JG0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH3500770624(NAD 83)
 JG0945_MARKER: DS = TRIANGULATION STATION DISK
 JG0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0945
 JG0945  HISTORY     - Date     Condition        Report By
 JG0945  HISTORY     - 1964     MONUMENTED       CGS
 JG0945
 JG0945                          STATION DESCRIPTION
 JG0945
 JG0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0945'THE STATION IS 9-1/2 MILES WEST OF MCCRACKEN, 4 MILES SOUTH OF
 JG0945'BROWNELL, NEAR THE NORTH CENTRAL EDGE OF SECTION 15, T 17 S, R 22 W,
 JG0945'AND ON PROPERTY BY MR. BIRZER.
 JG0945'
 JG0945'TO REACH THE STATION FROM THE POST OFFICE IN BROWNELL, GO WEST ON
 JG0945'STATE HIGHWAY 4 FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 JG0945'ON A GRAVEL ROAD FOR 3.95 MILES TO A SIDE ROAD ON THE LEFT AND A
 JG0945'DIM SECTION LINE ROAD ON THE RIGHT.  TURN LEFT AND GO EAST ON A
 JG0945'DIRT ROAD FOR 0.35 MILE TO THE CREST OF A RIDGE AND A WIRE GATE
 JG0945'ON THE RIGHT.  THE STATION IS APPROXIMATELY 75 FEET SOUTHEAST OF
 JG0945'THE GATE AND ON THE SOUTH SIDE OF A SMALL CORRAL.
 JG0945'
 JG0945'STATION MARKS ARE STANDARD DISKS STAMPED BIRZER 1964.  THE SURFACE
 JG0945'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JG0945'GROUND.  IT IS 87 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 35
 JG0945'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SMALL CORRAL, AND
 JG0945'17.5 FEET SOUTH OF A METAL WITNESS POST WHICH IS AT THE SOUTHEAST
 JG0945'CORNER OF THE CORRAL.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 JG0945'MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 JG0945'
 JG0945'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BIRZER NO 1 1964, IS
 JG0945'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 JG0945'IT IS 101 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CORRAL AND
 JG0945'THE METAL WITNESS POST, AND 2 FEET SOUTH OF A FENCE.
 JG0945'
 JG0945'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BIRZER NO 2 1964, IS
 JG0945'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JG0945'GROUND.  IT IS 92 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 JG0945'CORRAL AND METAL WITNESS POST, AND 91 FEET SOUTH OF THE SOUTHWEST
 JG0945'CORNER OF THE CORRAL.
 JG0945'
 JG0945'AZIMUTH MARK, A STANDARD DISK STAMPED BIRZER 1964, IS SET IN A SQUARE
 JG0945'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 155 FEET NORTHEAST OF
 JG0945'THE CENTER OF A WINDMILL, 18 FEET NORTH OF THE CENTER OF THE
 JG0945'SECTION LINE ROAD, 2 FEET WEST OF A METAL WITNESS POST, AND 1 FOOT
 JG0945'SOUTH OF A FENCE.
 JG0945'
 JG0945'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE DIRT ROAD
 JG0945'AND DIM SECTION LINE ROAD FOR 0.6 MILE TO THE CREST OF A RIDGE AND
 JG0945'THE AZIMUTH MARK ON THE LEFT.
 JG0945'
 JG0945'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JG0945'
 JG0945'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0835 ***********************************************************************
 JG0835  DESIGNATION -  BISON
 JG0835  PID         -  JG0835
 JG0835  STATE/COUNTY-  KS/RUSH
 JG0835  USGS QUAD   -  BISON (1966)
 JG0835
 JG0835                         *CURRENT SURVEY CONTROL
 JG0835  ___________________________________________________________________
 JG0835* NAD 83(1997)-  38 32 01.08326(N)    099 11 53.65859(W)     ADJUSTED  
 JG0835* NAVD 88     -       626.     (meters)    2054.     (feet)  SCALED    
 JG0835  ___________________________________________________________________
 JG0835  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 JG0835  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0835
 JG0835  HORZ ORDER  -  THIRD
 JG0835
 JG0835.The horizontal coordinates were established by classical geodetic methods
 JG0835.and adjusted by the National Geodetic Survey in October 1998..
 JG0835
 JG0835.The orthometric height was scaled from a topographic map.
 JG0835
 JG0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0835
 JG0835.The geoid height was determined by GEOID03.
 JG0835
 JG0835;                    North         East     Units Scale Factor Converg.
 JG0835;SPC KS S     -   607,439.710   339,120.016   MT  0.99999363   -0 25 44.7
 JG0835;UTM  14      - 4,265,044.166   482,722.058   MT  0.99960368   -0 07 24.6
 JG0835
 JG0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0835!SPC KS S     -   0.99990583  x   0.99999363  =   0.99989946
 JG0835!UTM  14      -   0.99990583  x   0.99960368  =   0.99950954
 JG0835
 JG0835:                Primary Azimuth Mark                     Grid Az
 JG0835:SPC KS S     -  BISON MUNICIPAL TANK                     172 22 05.0
 JG0835:UTM  14      -  BISON MUNICIPAL TANK                     172 03 44.9
 JG0835
 JG0835|---------------------------------------------------------------------|
 JG0835| PID    Reference Object                     Distance      Geod. Az  |
 JG0835|                                                           dddmmss.s |
 JG0835| JG0836 BISON MUNICIPAL TANK                APPROX. 1.2 KM 1715620.3 |
 JG0835| CK8966 BISON RM 2                            8.284 METERS 18002     |
 JG0835| CK8964 BISON AZ MK                                        1825454.5 |
 JG0835| JG0843 LA CROSSE MUNICIPAL TANK            APPROX. 9.9 KM 2674045.9 |
 JG0835| CK8965 BISON RM 1                            8.955 METERS 35836     |
 JG0835|---------------------------------------------------------------------|
 JG0835
 JG0835                          SUPERSEDED SURVEY CONTROL
 JG0835
 JG0835  NAD 83(1986)-  38 32 01.09167(N)    099 11 53.65745(W) AD(       ) 3
 JG0835  NAD 27      -  38 32 01.04300(N)    099 11 52.30100(W) AD(       ) 3
 JG0835
 JG0835.Superseded values are not recommended for survey control.
 JG0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0835.See file dsdata.txt to determine how the superseded data were derived.
 JG0835
 JG0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH8272265044(NAD 83)
 JG0835_MARKER: DS = TRIANGULATION STATION DISK
 JG0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0835
 JG0835  HISTORY     - Date     Condition        Report By
 JG0835  HISTORY     - 1953     MONUMENTED       CGS
 JG0835  HISTORY     - 1964     POOR             USGS
 JG0835
 JG0835                          STATION DESCRIPTION
 JG0835
 JG0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0835'THE STATION IS LOCATED ABOUT 0.8 MILE NORTH OF THE TOWN OF
 JG0835'BISON, IN SECTION 34, T 17 S, R 17 W, ABOUT 0.3 MILE SOUTH OF
 JG0835'STATE HIGHWAY NO. 4, 34 FEET EAST OF THE CENTER OF A GRAVELED
 JG0835'ROAD, 13 FEET NORTH OF THE CENTER OF AN ENTRANCE TO A CULTIVATED
 JG0835'FIELD, 10 FEET SOUTH OF A STONE FENCE POST WITH A TRIANGULAR
 JG0835'BLAZE, AND 4 FEET SOUTH OF A 4 IN X 4 IN WITNESS POST.
 JG0835'
 JG0835'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BISON, GO NORTH
 JG0835'ON A GRAVELED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JG0835'CONTINUE NORTH FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 JG0835'
 JG0835'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 JG0835'STAMPED BISON 1953.
 JG0835'
 JG0835'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE CENTER OF THE
 JG0835'GRAVELED ROAD, 20 FEET NORTH OF A STONE FENCE POST, AND 15 FEET
 JG0835'SOUTH OF A POWER LINE POLE.  IT PROJECTS 6 INCHES, AND THE DISK
 JG0835'IS STAMPED BISON NO 1 1953.
 JG0835'
 JG0835'REFERENCE MARK NO. 2 IS 34 FEET EAST OF THE CENTER OF THE
 JG0835'GRAVELED ROAD, 13 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO
 JG0835'THE CULTIVATED FIELD, AND 6 FEET NORTH OF A STONE FENCE POST.
 JG0835'IT PROJECTS 5 INCHES, AND THE DISK IS STAMPED BISON NO 2 1953.
 JG0835'
 JG0835'THE AZIMUTH MARK IS 38 FEET WEST OF THE CENTER OF THE GRAVELED
 JG0835'ROAD, 5 FEET NORTH OF A 4 IN X 4 IN WITNESS POST, AND 3 FEET
 JG0835'NORTH OF A TELEPHONE POLE.  IT PROJECTS 5 INCHES, AND THE DISK
 JG0835'IS STAMPED BISON 1953.
 JG0835
 JG0835                          STATION RECOVERY (1964)
 JG0835
 JG0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JG0835'STATION MARK HAS BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0836 ***********************************************************************
 JG0836  DESIGNATION -  BISON MUNICIPAL TANK
 JG0836  PID         -  JG0836
 JG0836  STATE/COUNTY-  KS/RUSH
 JG0836  USGS QUAD   -  BISON (1966)
 JG0836
 JG0836                         *CURRENT SURVEY CONTROL
 JG0836  ___________________________________________________________________
 JG0836* NAD 83(1997)-  38 31 21.40792(N)    099 11 46.50588(W)     ADJUSTED  
 JG0836* NAVD 88     -                                                        
 JG0836  ___________________________________________________________________
 JG0836  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 JG0836  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0836
 JG0836  HORZ ORDER  -  THIRD
 JG0836
 JG0836.The horizontal coordinates were established by classical geodetic methods
 JG0836.and adjusted by the National Geodetic Survey in October 1998..
 JG0836
 JG0836
 JG0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0836
 JG0836.The geoid height was determined by GEOID03.
 JG0836
 JG0836;                    North         East     Units Scale Factor Converg.
 JG0836;SPC KS S     -   606,215.063   339,284.113   MT  0.99999158   -0 25 40.3
 JG0836;SPC KS N     -    21,701.253   295,679.471   MT  1.00003698   -0 45 24.8
 JG0836;UTM  14      - 4,263,820.888   482,892.619   MT  0.99960360   -0 07 20.0
 JG0836
 JG0836                          SUPERSEDED SURVEY CONTROL
 JG0836
 JG0836  NAD 83(1986)-  38 31 21.41635(N)    099 11 46.50475(W) AD(       ) 4
 JG0836  NAD 27      -  38 31 21.38000(N)    099 11 45.16700(W) AD(       ) 3
 JG0836
 JG0836.Superseded values are not recommended for survey control.
 JG0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0836.See file dsdata.txt to determine how the superseded data were derived.
 JG0836
 JG0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH8289363821(NAD 83)
 JG0836_MARKER: 51 = TANK
 JG0836
 JG0836  HISTORY     - Date     Condition        Report By
 JG0836  HISTORY     - 1934     FIRST OBSERVED   CGS
 JG0836  HISTORY     - 1953     GOOD             CGS
 JG0836
 JG0836                          STATION DESCRIPTION
 JG0836
 JG0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0836'POINT OBSERVED UPON IS THE FINIAL ATOP THE BLACK-TOPPED SILVER
 JG0836'MUNICIPAL WATER TANK, 138 FEET HIGH, LOCATED IN THE CITY PARK.
 JG0836'TANK ERECTED IN 1929.
 JG0836'
 JG0836'STATION OBSERVED UPON FROM LA CROSSE, IDA AND BUTTON.
 JG0836
 JG0836                          STATION RECOVERY (1953)
 JG0836
 JG0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0836'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GH0653 ***********************************************************************
 GH0653  DESIGNATION -  BITTER RESET
 GH0653  PID         -  GH0653
 GH0653  STATE/COUNTY-  KS/SUMNER
 GH0653  USGS QUAD   -  PECKHAM (1968)
 GH0653
 GH0653                         *CURRENT SURVEY CONTROL
 GH0653  ___________________________________________________________________
 GH0653* NAD 83(1997)-  36 59 56.31154(N)    097 14 33.55047(W)     ADJUSTED  
 GH0653* NAVD 88     -       343.14   (+/-2cm)    1125.8    (feet)  VERTCON   
 GH0653  ___________________________________________________________________
 GH0653  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 GH0653  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 GH0653
 GH0653  HORZ ORDER  -  THIRD
 GH0653  VERT ORDER  -  THIRD ? (See Below)
 GH0653
 GH0653.The horizontal coordinates were established by classical geodetic methods
 GH0653.and adjusted by the National Geodetic Survey in October 1998..
 GH0653
 GH0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0653.The vertical order pertains to the NGVD 29 superseded value.
 GH0653
 GH0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 GH0653
 GH0653.The geoid height was determined by GEOID03.
 GH0653
 GH0653;                    North         East     Units Scale Factor Converg.
 GH0653;SPC KS S     -   437,636.739   511,923.770   MT  1.00006339   +0 46 21.6
 GH0653;SPC OK N     -   222,067.332   667,416.366   MT  1.00005064   +0 26 49.0
 GH0653;SPC OK N     -   728,565.91  2,189,681.86   sFT  1.00005064   +0 26 49.0
 GH0653;UTM  14      - 4,096,202.127   656,370.754   MT  0.99990123   +1 03 28.0
 GH0653
 GH0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0653!SPC KS S     -   0.99995067  x   1.00006339  =   1.00001406
 GH0653!SPC OK N     -   0.99995067  x   1.00005064  =   1.00000131
 GH0653!UTM  14      -   0.99995067  x   0.99990123  =   0.99985191
 GH0653
 GH0653|---------------------------------------------------------------------|
 GH0653| PID    Reference Object                     Distance      Geod. Az  |
 GH0653|                                                           dddmmss.s |
 GH0653| AI1635 BITTER RM 1                          16.081 METERS 08944     |
 GH0653| AI1636 BITTER RM 2                          13.782 METERS 18421     |
 GH0653| AI1637 BITTER AZ MK                                       2691005.6 |
 GH0653| GH0691 ATT MICROWAVE 6 MI SE S HAVEN       APPROX. 6.6 KM 2702352.8 |
 GH0653|---------------------------------------------------------------------|
 GH0653
 GH0653                          SUPERSEDED SURVEY CONTROL
 GH0653
 GH0653  NAD 83(1997)-  36 59 56.31301(N)    097 14 33.54827(W) AD(       ) 3
 GH0653  NAD 83(1986)-  36 59 56.32210(N)    097 14 33.54089(W) AD(       ) 3
 GH0653  NAD 27      -  36 59 56.21459(N)    097 14 32.38635(W) AD(       ) 3
 GH0653  NGVD 29 (07/19/86)  343.03   (m)         1125.4    (f) LEVELING    3  
 GH0653
 GH0653.Superseded values are not recommended for survey control.
 GH0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0653.See file dsdata.txt to determine how the superseded data were derived.
 GH0653
 GH0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF5637196202(NAD 83)
 GH0653_MARKER: DH = HORIZONTAL CONTROL DISK
 GH0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH0653_STAMPING: BITTER 1957 1984
 GH0653_MARK LOGO: NGS   
 GH0653_PROJECTION: RECESSED 38 CENTIMETERS
 GH0653_MAGNETIC: N = NO MAGNETIC MATERIAL
 GH0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0653
 GH0653  HISTORY     - Date     Condition        Report By
 GH0653  HISTORY     - 1984     MONUMENTED       NGS
 GH0653
 GH0653                          STATION DESCRIPTION
 GH0653
 GH0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 GH0653'THE SURFACE STATION MARK AND REFEENCE MARK 1 AND 2 WERE FOUND
 GH0653'DESTROYED.  THE UNDERGROUND MARK AND THE AZIMUTH MARK WERE RECOVERED
 GH0653'IN GOOD CONDITION.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 GH0653'UNDERGROUND MARK, BUT WAS RECESSED 38 CM BECAUSE IT IS AT THE EDGE OF
 GH0653'A CULTIVATED FIELD.  REFERENCE MARKS 3 AND 4 WERE ALSO ESTABLISHED. A
 GH0653'CHECK ANGLE WAS OBTAINED TO A DISTANT OBJECT.  DUE TO THE ABOVE
 GH0653'CHANGES, A COMPLETE, NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED
 GH0653'ABOUT 18.5 KM (11.50 MI) WEST-SOUTHWEST OF ARKANSAS CITY, KS, 18.1 KM
 GH0653'(11.25 MI) WEST OF U.S HIGHWAY 77, 8.8 KM (5.45 MI) SOUTH OF ASHTON
 GH0653'AND ON THE NORTH RIGHT-OF-WAY OF A GRAVELED ROAD, WHICH IS ON THE
 GH0653'OKLAHOMA/KANSAS STATE LINE AND IN THE SE 1/4, SEC 18, R 2 E, T 35 S.
 GH0653'TO REACH THE STATION FROM ASHTON, GO SOUTH ON A GRAVELED ROAD FOR 3.22
 GH0653'KM (2.00 MI) TO U.S HIGHWAY 166.  CONTINUE SOUTH ON A GRAVELED ROAD
 GH0653'FOR 6.44 KM (4.00 MI) TO A T-ROAD AT THE STATE LINE.  TURN RIGHT AND
 GH0653'GO WEST ON THE GRAVELED ROAD AND THE STATE LINE FOR 0.48 KM (0.30 MI)
 GH0653'TO THE TOP OF A LOW RIDGE AND THE STATION ON THE RIGHT, IN KANSAS AND
 GH0653'THE REFERENCE MARKS ON THE LEFT, IN OKLAHOMA.  THE STATION IS A
 GH0653'STANDARD NGS DISK STAMPED---BITTER 1957 1984---, SET INTO THE TOP OF A
 GH0653'ROUND CONCRETE MONUMENT, 14 INCHES (36 CM) IN DIAMETER, RECESSED 15
 GH0653'INCHES (38 CM) BELOW THE GROUND.  THE STATION IS LOCATED 56.24 METERS
 GH0653'(184.51 FT) WEST NORTHWEST FROM A FENCE CORNER ON THE SOUTH SIDE OF
 GH0653'THE ROAD, 6.4 METERS (21.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 GH0653'1.53 METERS (5.02 FT) NORTHEAST FROM A WITNESS POST.  REFERENCE MARK
 GH0653'NO 3 IS A STANDARD NGS DISK STAMPED---BITTER 1957 NO 3 1984---, SET
 GH0653'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 GH0653'DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE STATION
 GH0653'IS LOCATED 40.84 METERS (133.99 FT) WEST FROM THE FENCE CORNER, 7.6
 GH0653'METERS (24.9 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 0.30 METERS
 GH0653'(0.98 FT) EAST FROM A WITNESS POST, AND 0.6 METERS (2.0 FT) HIGHER
 GH0653'THAN THE STATION. REFERENCE MARK NO 4, IS A STANDARD NGS DISK
 GH0653'STAMPED---BITTER 1957 NO 4 1984---, SET INTO THE TOP OF A ROUND
 GH0653'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER PROJECTING 6 INCHES
 GH0653'(15 CM) ABOVE THE GROUND, AND 0.6 METERS HIGHER THAN THE STATION.  THE
 GH0653'STATION IS LOCATED 60.04 METERS (196.98 FT) WEST FROM THE FENCE
 GH0653'CORNER, 7.6 METERS (24.9 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 GH0653'0.30 METERS (0.98 FT) EAST FROM A WITNESS POST, AND 0.6 METERS (2.0
 GH0653'FT) HIGHER THAN THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 GH0653'STAMPED---BITTER 1957---, SET INTO THE TOP OF A SQUARE CONCRETE
 GH0653'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, PROJECTING 8 INCHES (23 CM)
 GH0653'ABOVE THE GROUND.  THE STATION IS LOCATED 7.9 METERS (25.9 FT) SOUTH
 GH0653'FROM THE CENTERLINE OF THE ROAD, 0.76 METERS (2.49 FT) EAST FROM A
 GH0653'WITNESSPOST, 0.30 METERS (0.98 FT) NORTH FROM THE RIGHT-OF-WAY FENCE.
 GH0653'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVELED
 GH0653'ROAD FOR 0.96 KM (0.60 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0624 ***********************************************************************
 HF0624  DESIGNATION -  BLACK
 HF0624  PID         -  HF0624
 HF0624  STATE/COUNTY-  KS/SUMNER
 HF0624  USGS QUAD   -  OXFORD (1965)
 HF0624
 HF0624                         *CURRENT SURVEY CONTROL
 HF0624  ___________________________________________________________________
 HF0624* NAD 83(1997)-  37 17 08.19437(N)    097 14 26.80068(W)     ADJUSTED  
 HF0624* NAVD 88     -       387.346  (meters)    1270.82   (feet)  ADJUSTED  
 HF0624  ___________________________________________________________________
 HF0624  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 HF0624  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF0624  DYNAMIC HT  -         387.034 (meters)    1269.79  (feet)  COMP
 HF0624  MODELED GRAV-     979,811.8   (mgal)                       NAVD 88
 HF0624
 HF0624  HORZ ORDER  -  SECOND
 HF0624  VERT ORDER  -  SECOND    CLASS 0
 HF0624
 HF0624.The horizontal coordinates were established by classical geodetic methods
 HF0624.and adjusted by the National Geodetic Survey in October 1998..
 HF0624
 HF0624.The orthometric height was determined by differential leveling
 HF0624.and adjusted by the National Geodetic Survey in June 1991..
 HF0624
 HF0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0624
 HF0624.The geoid height was determined by GEOID03.
 HF0624
 HF0624.The dynamic height is computed by dividing the NAVD 88
 HF0624.geopotential number by the normal gravity value computed on the
 HF0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0624.degrees latitude (g = 980.6199 gals.).
 HF0624
 HF0624.The modeled gravity was interpolated from observed gravity values.
 HF0624
 HF0624;                    North         East     Units Scale Factor Converg.
 HF0624;SPC KS S     -   469,447.718   511,661.030   MT  0.99999633   +0 46 25.8
 HF0624;UTM  14      - 4,128,007.327   655,947.834   MT  0.99989958   +1 03 57.4
 HF0624
 HF0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0624!SPC KS S     -   0.99994373  x   0.99999633  =   0.99994006
 HF0624!UTM  14      -   0.99994373  x   0.99989958  =   0.99984332
 HF0624
 HF0624:                Primary Azimuth Mark                     Grid Az
 HF0624:SPC KS S     -  GUY                                      359 16 21.4
 HF0624:UTM  14      -  GUY                                      358 58 49.8
 HF0624
 HF0624|---------------------------------------------------------------------|
 HF0624| PID    Reference Object                     Distance      Geod. Az  |
 HF0624|                                                           dddmmss.s |
 HF0624| HF1289 GUY                                 APPROX. 2.1 KM 0000247.2 |
 HF0624| HF0623 BLACK RM 1                           18.450 METERS 01807     |
 HF0624| HF0625 BLACK RM 2                           13.974 METERS 16444     |
 HF0624|---------------------------------------------------------------------|
 HF0624
 HF0624                          SUPERSEDED SURVEY CONTROL
 HF0624
 HF0624  NAD 83(1997)-  37 17 08.19770(N)    097 14 26.79569(W) AD(       ) 2
 HF0624  NAD 83(1986)-  37 17 08.20538(N)    097 14 26.79233(W) AD(       ) 2
 HF0624  NAD 27      -  37 17 08.12209(N)    097 14 25.63951(W) AD(       ) 2
 HF0624  NGVD 29 (??/??/92)  387.234  (m)         1270.45   (f) ADJ UNCH    2 0
 HF0624
 HF0624.Superseded values are not recommended for survey control.
 HF0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0624.See file dsdata.txt to determine how the superseded data were derived.
 HF0624
 HF0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5594828007(NAD 83)
 HF0624_MARKER: DB = BENCH MARK DISK
 HF0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0624_STAMPING: BLACK 1962
 HF0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0624+STABILITY: SURFACE MOTION
 HF0624
 HF0624  HISTORY     - Date     Condition        Report By
 HF0624  HISTORY     - 1962     MONUMENTED       CGS
 HF0624  HISTORY     - 1962     GOOD             CGS
 HF0624
 HF0624                          STATION DESCRIPTION
 HF0624
 HF0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0624'THE STATION IS ABOUT 4 MILES WEST AND 1/2 MILE NORTH OF OXFORD,
 HF0624'0.6 MILE NORTH OF U.S. HIGHWAY 160, AND ON PROPERTY OWNED BY MR.
 HF0624'ARTHUR BLACK.
 HF0624'
 HF0624'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HF0624'U.S. HIGHWAY 160 IN OXFORD, GO WEST ON HIGHWAY 160 FOR 4.0 MILES
 HF0624'TO A CROSSROAD.  TURN RIGHT, NORTH, ON A BLACKTOP ROAD FOR 0.6
 HF0624'MILE AND THE STATION ON THE LEFT, WEST, SIDE OF THE ROAD.
 HF0624'
 HF0624'STATION MARKS ARE STANDARD DISKS STAMPED BLACK 1962.  THE
 HF0624'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 18 INCHES
 HF0624'BELOW THE SURFACE OF THE GROUND.  IT IS 194 FEET NORTH OF A CORNER
 HF0624'FENCE POST, 55 FEET WEST OF THE CENTER OF THE BLACKTOP ROAD, 26.5
 HF0624'FEET NORTHWEST OF A TELEPHONE POLE, 14.3 FEET WEST OF A METAL
 HF0624'WITNESS POST AND 14 FEET WEST OF A FENCE.  THE UNDERGROUND
 HF0624'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 HF0624'THE SURFACE OF THE GROUND.
 HF0624'
 HF0624'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLACK NO 1 1962,
 HF0624'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HF0624'IT IS 65.5 FEET NORTH OF THE TELEPHONE POLE, 41 FEET WEST OF
 HF0624'THE CENTER OF THE BLACKTOP ROAD, 39 FEET NORTH OF THE METAL
 HF0624'WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 HF0624'
 HF0624'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLACK NO 2 1962, IS
 HF0624'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 134
 HF0624'FEET NORTH OF THE CORNER FENCE POST, 40 FEET WEST OF THE CENTER
 HF0624'OF THE BLACKTOP ROAD, 37 FEET SOUTH OF THE TELEPHONE POLE AND 1
 HF0624'FOOT EAST OF THE FENCE.
 HF0624'
 HF0624'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0624'
 HF0624'TRIANGULATION STATION GUY WAS USED AS THE AZIMUTH MARK, FOR
 HF0624'INFORMATION ON THE MARK, SEE THE DESCRIPTION FOR STATION GUY.
 HF0624
 HF0624                          STATION RECOVERY (1962)
 HF0624
 HF0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0624'4.8 MI NW FROM OXFORD.
 HF0624'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0624'THENCE 4.1 MILES WEST ALONG U.S. HIGHWAY 160, THENCE 0.7 MILE
 HF0624'NORTH ALONG BLACKTOP ROAD, 55.0 FEET WEST OF THE CENTER OF THE
 HF0624'ROAD, 26.5 FEET NORTHWEST OF A TELEPHONE POLE, 14.5 FEET WEST
 HF0624'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0624'IS 1.2 FEET BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0822 ***********************************************************************
 HE0822  DESIGNATION -  BLACK
 HE0822  PID         -  HE0822
 HE0822  STATE/COUNTY-  KS/MONTGOMERY
 HE0822  USGS QUAD   -  LIBERTY (1977)
 HE0822
 HE0822                         *CURRENT SURVEY CONTROL
 HE0822  ___________________________________________________________________
 HE0822* NAD 83(1997)-  37 13 07.28095(N)    095 33 41.09719(W)     ADJUSTED  
 HE0822* NAVD 88     -       281.3    (meters)     923.     (feet)  VERTCON   
 HE0822  ___________________________________________________________________
 HE0822  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 HE0822  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 HE0822
 HE0822  HORZ ORDER  -  FIRST
 HE0822
 HE0822.The horizontal coordinates were established by classical geodetic methods
 HE0822.and adjusted by the National Geodetic Survey in October 1998..
 HE0822
 HE0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0822
 HE0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0822
 HE0822.The geoid height was determined by GEOID03.
 HE0822
 HE0822;                    North         East     Units Scale Factor Converg.
 HE0822;SPC KS S     -   465,376.569   660,776.643   MT  1.00000978   +1 48 21.0
 HE0822;UTM  15      - 4,122,206.625   272,729.148   MT  1.00023632   -1 32 59.9
 HE0822
 HE0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0822!SPC KS S     -   0.99996056  x   1.00000978  =   0.99997034
 HE0822!UTM  15      -   0.99996056  x   1.00023632  =   1.00019688
 HE0822
 HE0822:                Primary Azimuth Mark                     Grid Az
 HE0822:SPC KS S     -  CHERRYVALE AMER STEEL CO TANK            000 35 49.9
 HE0822:UTM  15      -  CHERRYVALE AMER STEEL CO TANK            003 57 10.8
 HE0822
 HE0822|---------------------------------------------------------------------|
 HE0822| PID    Reference Object                     Distance      Geod. Az  |
 HE0822|                                                           dddmmss.s |
 HE0822| HE0811 CHERRYVALE AMER STEEL CO TANK       APPROX. 6.3 KM 0022410.9 |
 HE0822| HE0812 CHERRYVALE ST FRANCIS XAV CH        APPROX. 5.5 KM 0051347.0 |
 HE0822| HE0810 CHERRYVALE MUNICIPAL STANDPIPE      APPROX. 4.0 KM 0220754.6 |
 HE0822| CL4295 BLACK RM 1                           41.243 METERS 03430     |
 HE0822| HE0799 DENNIS ATT CO MICROWAVE MAST        APPROX.15.6 KM 0580123.8 |
 HE0822| HE0761 ALTAMONT MUNICIPAL TANK             APPROX.24.4 KM 0970622.8 |
 HE0822| HE0776 ANGOLA RADIO STA KGGF MAST 3        APPROX.10.6 KM 1365021.3 |
 HE0822| HE0778 ANGOLA RADIO STA KGGF MAST 1        APPROX.10.7 KM 1371911.8 |
 HE0822| HE0782 ANGOLA RADIO STA KGGF MAST 4        APPROX.11.0 KM 1374753.0 |
 HE0822| HE0780 ANGOLA RADIO STA KGGF MAST 2        APPROX.11.1 KM 1381529.2 |
 HE0822| CL4294 BLACK AZ MK 2                                      2391319.0 |
 HE0822| CL4293 BLACK AZ MK                                        2424809.6 |
 HE0822| HE0842 INDEPENDENCE ST ANDREW CATH CH      APPROX.12.5 KM 2730107.1 |
 HE0822| CL4296 BLACK RM 2                           29.316 METERS 31022     |
 HE0822|---------------------------------------------------------------------|
 HE0822
 HE0822                          SUPERSEDED SURVEY CONTROL
 HE0822
 HE0822  NAD 83(1997)-  37 13 07.28480(N)    095 33 41.09659(W) AD(       ) 1
 HE0822  NAD 83(1986)-  37 13 07.29428(N)    095 33 41.08029(W) AD(       ) 1
 HE0822  NAD 27      -  37 13 07.04143(N)    095 33 40.16003(W) AD(       ) 1
 HE0822  NGVD 29 (07/19/86)  281.2    (m)          923.     (f) VERT ANG       
 HE0822
 HE0822.Superseded values are not recommended for survey control.
 HE0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0822.See file dsdata.txt to determine how the superseded data were derived.
 HE0822
 HE0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7272922207(NAD 83)
 HE0822_MARKER: DS = TRIANGULATION STATION DISK
 HE0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0822
 HE0822  HISTORY     - Date     Condition        Report By
 HE0822  HISTORY     - 1934     MONUMENTED       CGS
 HE0822  HISTORY     - 1948     GOOD             CGS
 HE0822  HISTORY     - 1965     GOOD             CGS
 HE0822  HISTORY     - 1966     GOOD             CGS
 HE0822
 HE0822                          STATION DESCRIPTION
 HE0822
 HE0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0822'STATION IS LOCATED ABOUT 16 MILES N OF COFFEYVILLE, 8 MILES
 HE0822'E OF INDEPENDENCE, AND 3 MILES S OF CHERRYVALE, IN THE NE
 HE0822'1/4 SEC. 32, T 32 S, R 17 E, ON A PROMINENT ROCKY HILL.
 HE0822'MARK IS ON THE MOST SE EDGE OF SUMMIT OF HILL, AT NEAREST
 HE0822'POINT TOWARDS RAILROAD TRACKS ON THE E.
 HE0822'
 HE0822'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND AZIMUTH MARKS
 HE0822'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HE0822'
 HE0822'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN DRILL
 HE0822'HOLE IN OUTCROPPING BEDROCK.
 HE0822'
 HE0822'REFERENCE MARK NO. 1 IS NE OF STATION ON E EDGE OF SUMMIT
 HE0822'OF HILL.
 HE0822'
 HE0822'REFERENCE MARK NO. 2 IS W OF STATION ON W EDGE OF SUMMIT OF
 HE0822'HILL.
 HE0822'
 HE0822'AZIMUTH MARK IS APPROXIMATELY 2.0 MILES SW OF STATION AT
 HE0822'INTERSECTION OF STATE HIGHWAYS 16 AND 96, ABOUT 90 FEET S
 HE0822'OF A HIGH LINE, 40 FEET N OF CENTER LINE OF STATE HIGHWAY 96,
 HE0822'AND 60 FEET E OF CENTER LINE OF STATE HIGHWAY 16.
 HE0822'
 HE0822'TO REACH FROM COFFEYVILLE FROM JUNCTION OF U.S. HIGHWAY 166
 HE0822'AND STATE HIGHWAY 16, GO N 12.6 MILES TO JUNCTION WITH STATE
 HE0822'HIGHWAY 96.  TURN E ON STATE HIGHWAY 96 AND GO 1-1/2 MILES TO
 HE0822'A GRAVEL ROAD N, HERE GO N 1.0 MILE TO DIRT ROAD W, THEN W
 HE0822'0.15 MILE TO A GATE ON S SIDE OF ROAD.  PASS THROUGH GATE
 HE0822'AND GO W AROUND HILL TO A DRAW ON S.  GO NE UP HILL TO TOP AND
 HE0822'STATION.
 HE0822'
 HE0822'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 HE0822
 HE0822                          STATION RECOVERY (1948)
 HE0822
 HE0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LBO)
 HE0822'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 HE0822'DESCRIBED.  DESCRIPTION TO REACH IS ADEQUATE.
 HE0822'
 HE0822'NOTE--THE 1934 AZIMUTH MARK WAS DESTROYED AND NEW MARK
 HE0822'ESTABLISHED AT TIME OF RECOVERY.  AZIMUTH MARK IS LOCATED ABOUT
 HE0822'1.5 MILES SW OF STATION, 0.1 MILE E OF E FORK OF THE INTERSECTION
 HE0822'OF STATE HIGHWAY 96 AND U.S. HIGHWAY 169, 28.5 FEET S OF CENTER
 HE0822'LINE OF STATE HIGHWAY 96, AND IN THE RIGHT-OF-WAY FENCE LINE.
 HE0822'MARK PROJECTS 4 INCHES AND IS STAMPED BLACK 1948.
 HE0822
 HE0822                          STATION RECOVERY (1965)
 HE0822
 HE0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0822'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE0822'WERE RECOVERED AS DESCRIBED IN 1948.  DUE TO ROAD CHANGES A NEW
 HE0822'COMPLETE DESCRIPTION FOLLOWS.
 HE0822'
 HE0822'THE STATION IS ABOUT 8-1/2 MILES WEST OF MOUND VALLEY,
 HE0822'5 MILES NORTH-NORTHEAST OF LIBERTY AND 3-1/2 MILES SOUTH OF
 HE0822'CHERRYVALE, ON THE HIGHEST POINT OF A BRUSH COVERED KNOLL.
 HE0822'
 HE0822'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160,
 HE0822'169 AND MAIN STREET IN CHERRYVALE, GO SOUTH ON HIGHWAYS 160
 HE0822'AND 169 FOR 0.65 MILE TO WHERE THE HIGHWAYS TURN RIGHT AND A
 HE0822'GRAVELED ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE AHEAD,
 HE0822'SOUTH ON GRAVELED ROAD FOR 2.5 MILES TO A CROSSROAD.  (TO
 HE0822'REACH THE AZIMUTH MARK, CONTINUE SOUTH ON GRAVELED ROAD
 HE0822'1.25 MILES TO THE JUNCTION WITH STATE HIGHWAY 96.  TURN RIGHT
 HE0822'AND GO WEST ON HIGHWAY 96 FOR 1.4 MILES TO THE MARK ON THE
 HE0822'LEFT).  TURN RIGHT AND GO WEST ON GRADED ROAD FOR 0.35 MILE
 HE0822'TO A WIRE GATE ON THE LEFT JUST WEST OF A SMALL BARN.  TURN
 HE0822'LEFT, PASSING THROUGH GATE AND GO SOUTHERLY ON FIELD ROAD
 HE0822'FOR 0.3 MILE TO A GATE.  PASS THROUGH AND GO SOUTHERLY AND
 HE0822'EASTERLY ON FIELD ROAD FOR 0.2 MILE TO THE BASE OF THE
 HE0822'KNOLL AND END OF TRUCK TRAVEL.  PACK NORTHERLY, UPHILL FOR
 HE0822'ABOUT 0.2 MILE TO THE TOP AND THE STATION.
 HE0822'
 HE0822'STATION MARK IS A STANDARD DISK, STAMPED BLACK 1934, SET IN THE
 HE0822'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER, THAT PROJECTS
 HE0822'10 INCHES ABOVE THE GROUND SURFACE.
 HE0822'
 HE0822'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLACK NO 1
 HE0822'1934, CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP
 HE0822'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 3 FEET
 HE0822'LOWER THAN THE STATION.
 HE0822'
 HE0822'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLACK NO 2 1934,
 HE0822'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER,
 HE0822'THAT PROJECTS 12 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE
 HE0822'STATION.
 HE0822'
 HE0822'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLACK 1948, SET IN
 HE0822'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 HE0822'INCHES.  IT IS 99.5 FEET EAST OF A POWER LINE POLE AND 29.5
 HE0822'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 96.
 HE0822
 HE0822                          STATION RECOVERY (1966)
 HE0822
 HE0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0822'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 HE0822'MARK WERE RECOVERED AS DESCRIBED BY JOHN C. CHILDS IN 1965.
 HE0822'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 135.31 FEET,
 HE0822'(41.242 METERS) INSTEAD OF 135.48 FEET, (41.294 METERS) AS
 HE0822'PREVIOUSLY STATED.
 HE0822'
 HE0822'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 HE0822'SOUTH OF CHERRYVALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0986 ***********************************************************************
 KF0986  DESIGNATION -  BLACK
 KF0986  PID         -  KF0986
 KF0986  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0986  USGS QUAD   -  FRANKFORT SW (1969)
 KF0986
 KF0986                         *CURRENT SURVEY CONTROL
 KF0986  ___________________________________________________________________
 KF0986* NAD 83(1997)-  39 30 01.92710(N)    096 24 19.27904(W)     ADJUSTED  
 KF0986* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 KF0986  ___________________________________________________________________
 KF0986  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 KF0986  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 KF0986
 KF0986  HORZ ORDER  -  SECOND
 KF0986
 KF0986.The horizontal coordinates were established by classical geodetic methods
 KF0986.and adjusted by the National Geodetic Survey in October 1998..
 KF0986
 KF0986.The orthometric height was scaled from a topographic map.
 KF0986
 KF0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0986
 KF0986.The geoid height was determined by GEOID03.
 KF0986
 KF0986;                    North         East     Units Scale Factor Converg.
 KF0986;SPC KS N     -   130,782.056   537,148.085   MT  0.99996633   +1 00 32.2
 KF0986;UTM  14      - 4,375,538.319   723,097.992   MT  1.00021285   +1 39 03.9
 KF0986
 KF0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0986!SPC KS N     -   0.99993091  x   0.99996633  =   0.99989724
 KF0986!UTM  14      -   0.99993091  x   1.00021285  =   1.00014375
 KF0986
 KF0986|---------------------------------------------------------------------|
 KF0986| PID    Reference Object                     Distance      Geod. Az  |
 KF0986|                                                           dddmmss.s |
 KF0986| CL6900 BLACK RM 1                           17.635 METERS 05844     |
 KF0986| KF0983 WHEATON ST HWY STA KGBD MAST        APPROX. 8.9 KM 0743650.4 |
 KF0986| KF0985 WHEATON ST MICHAELS CHURCH TWR      APPROX. 7.5 KM 0871349.0 |
 KF0986| KF1046 BLAINE ST COLUMKILLES CHURCH         93.567 METERS 13334     |
 KF0986| KF1045 WESTMORELAND MUNICIPAL TANK         APPROX.11.7 KM 1845055.2 |
 KF0986| CL6899 BLACK AZ MK                                        1875021.9 |
 KF0986| CL6901 BLACK RM 2                           28.462 METERS 28910     |
 KF0986|---------------------------------------------------------------------|
 KF0986
 KF0986                          SUPERSEDED SURVEY CONTROL
 KF0986
 KF0986  NAD 83(1997)-  39 30 01.93168(N)    096 24 19.27727(W) AD(       ) 2
 KF0986  NAD 83(1986)-  39 30 01.93339(N)    096 24 19.27565(W) AD(       ) 2
 KF0986  NAD 27      -  39 30 01.94700(N)    096 24 18.25800(W) AD(       ) 2
 KF0986
 KF0986.Superseded values are not recommended for survey control.
 KF0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0986.See file dsdata.txt to determine how the superseded data were derived.
 KF0986
 KF0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ2309875538(NAD 83)
 KF0986_MARKER: DS = TRIANGULATION STATION DISK
 KF0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0986
 KF0986  HISTORY     - Date     Condition        Report By
 KF0986  HISTORY     - 1947     MONUMENTED       CGS
 KF0986  HISTORY     - 1963     GOOD             CGS
 KF0986  HISTORY     - 1965     GOOD             CGS
 KF0986
 KF0986                          STATION DESCRIPTION
 KF0986
 KF0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0986'THE STATION IS LOCATED IN THE EDGE OF THE VILLAGE OF BLAINE,
 KF0986'ON THE PROPERTY OF THE ST. COLUMKILLES CHURCH AND SCHOOL.  IT IS
 KF0986'0.1 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 16 AND 99,
 KF0986'228 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE ST. COLUMKILLES
 KF0986'CHURCH, 15 FEET SOUTH OF AN EAST-WEST DIRT ROAD, 2 FEET NORTH OF
 KF0986'AN EAST-WEST FENCE LINE, AND 4 FEET NORTHWEST OF A 4-INCH
 KF0986'SQUARE WHITE WOODEN WITNESS POST PROJECTING 1.5 FEET.  IT IS
 KF0986'STAMPED BLACK 1947 AND IS FLUSH WITH THE SURFACE OF THE
 KF0986'GROUND.
 KF0986'
 KF0986'REFERENCE MARK NO. 1 IS 16.5 FEET NORTH OF THE CENTER OF AN
 KF0986'EAST-WEST DIRT ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 KF0986'IT IS STAMPED BLACK NO 1 1947 AND PROJECTS 10 INCHES.
 KF0986'
 KF0986'REFERENCE MARK NO. 2 IS 16.5 FEET NORTH OF THE CENTER OF AN
 KF0986'EAST-WEST DIRT ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 KF0986'IT IS STAMPED BLACK NO 2 1947 AND PROJECTS 10 INCHES.
 KF0986'
 KF0986'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY 99,
 KF0986'ON THE EAST SIDE OF MOUNT CALVARY CEMETERY.  IT IS 58 FEET WEST
 KF0986'OF THE CENTER OF THE HIGHWAY, 1 FOOT EAST OF THE EAST FENCE LINE
 KF0986'OF THE CEMETERY AND 2.5 FEET NORTH OF A 4-INCH SQUARE WHITE
 KF0986'WOODEN WITNESS POST PROJECTING 1.5 FEET.  IT IS STAMPED BLACK
 KF0986'1947 AND PROJECTS 6 INCHES.
 KF0986'
 KF0986'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 KF0986'16 AND 99 IN BLAINE GO SOUTH ON STATE HIGHWAY 99 FOR 0.9 MILE
 KF0986'TO THE CEMETERY AND THE MARK ON THE RIGHT AS DESCRIBED.
 KF0986'
 KF0986'A 74 FOOT SIGNAL AT WYOMING IS VISIBLE AT 37 FEET.
 KF0986'
 KF0986'A 74 FOOT SIGNAL AT WESTMORELAND IS VISIBLE AT 37 FEET.
 KF0986'
 KF0986'A 74 FOOT SIGNAL AT WHEATON IS VISIBLE AT 37 FEET.
 KF0986'
 KF0986'A 74 FOOT SIGNAL AT FOSTOR IS VISIBLE AT 10 FEET.
 KF0986'
 KF0986'A 74 FOOT SIGNAL AT BIGLOW IS VISIBLE AT 37 FEET.
 KF0986'
 KF0986'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0986
 KF0986                          STATION RECOVERY (1963)
 KF0986
 KF0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0986'STATION IS IN GOOD CONDITION AND ALL MARKS WERE RECOVERED AS
 KF0986'DESCRIBED.  A NEW STEEL WITNESS POST WITH A SIGN WAS PLACED
 KF0986'1 FOOT WEST OF REFERENCE MARK NO. 1 NEAR AN EAST-WEST FENCE LINE.
 KF0986
 KF0986                          STATION RECOVERY (1965)
 KF0986
 KF0986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0986'THE STATION MARK RECOVERED AND FOUND IN GOOD CONDITION, IT IS
 KF0986'0.1 MILE NORTHEAST OF THE JUNCTION OF HIGHWAYS 16 AND 99 IN THE
 KF0986'VILLAGE OF BLAINE, OLD FENCE LINE MENTIONED HAS BEEN REMOVED.
 KF0986'IT IS 228 FEET NORTHWEST OF NORTHWEST CORNER OF THE CHURCH AND
 KF0986'31 FEET SOUTH OF A FENCE LINE AND FLUSH WITH THE GROUND.
 KF0986'
 KF0986'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION, IT IS 1 FOOT
 KF0986'SOUTH OF A FENCELINE AND 1 FOOT EAST OF A METAL WITNESS POST
 KF0986'AND SIGN, PROJECT 6 INCHES.
 KF0986'
 KF0986'REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION, IT IS 1 FOOT
 KF0986'SOUTH OF A FENCE LINE AND 7 FEET WEST OF TELEPHONE LINE POLE,
 KF0986'PROJECTS 6 INCHES.
 KF0986'
 KF0986'AZIMUTH MARK IS ALONG RIGHT-OF-WAY OF HIGHWAY 99 ABOUT 0.6 MILE
 KF0986'SOUTH OF THE STATION.  ON THE EAST EDGE OF A CEMETERY, 58 FEET
 KF0986'WEST OF CENTER OF ROAD AND 1 FOOT EAST OF THE FENCE, PROJECTS 4
 KF0986'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0623 ***********************************************************************
 HF0623  DESIGNATION -  BLACK RM 1
 HF0623  PID         -  HF0623
 HF0623  STATE/COUNTY-  KS/SUMNER
 HF0623  USGS QUAD   -  OXFORD (1965)
 HF0623
 HF0623                         *CURRENT SURVEY CONTROL
 HF0623  ___________________________________________________________________
 HF0623* NAD 83(1986)-  37 17 08.     (N)    097 14 26.     (W)     SCALED    
 HF0623* NAVD 88     -       387.595  (meters)    1271.63   (feet)  ADJUSTED  
 HF0623  ___________________________________________________________________
 HF0623  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF0623  DYNAMIC HT  -         387.282 (meters)    1270.61  (feet)  COMP
 HF0623  MODELED GRAV-     979,811.8   (mgal)                       NAVD 88
 HF0623
 HF0623  VERT ORDER  -  SECOND    CLASS 0
 HF0623
 HF0623.The horizontal coordinates were scaled from a topographic map and have
 HF0623.an estimated accuracy of +/- 6 seconds.
 HF0623
 HF0623.The orthometric height was determined by differential leveling
 HF0623.and adjusted by the National Geodetic Survey in June 1991..
 HF0623
 HF0623.The geoid height was determined by GEOID03.
 HF0623
 HF0623.The dynamic height is computed by dividing the NAVD 88
 HF0623.geopotential number by the normal gravity value computed on the
 HF0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0623.degrees latitude (g = 980.6199 gals.).
 HF0623
 HF0623.The modeled gravity was interpolated from observed gravity values.
 HF0623
 HF0623;                    North         East    Units  Estimated Accuracy
 HF0623;SPC KS S     -   469,440.      511,680.      MT  (+/- 180 meters Scaled)
 HF0623
 HF0623                          SUPERSEDED SURVEY CONTROL
 HF0623
 HF0623  NGVD 29 (??/??/92)  387.482  (m)         1271.26   (f) ADJ UNCH    2 0
 HF0623
 HF0623.Superseded values are not recommended for survey control.
 HF0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0623.See file dsdata.txt to determine how the superseded data were derived.
 HF0623
 HF0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG559280(NAD 83)
 HF0623_MARKER: DB = BENCH MARK DISK
 HF0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0623_STAMPING: BLACK NO 1
 HF0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0623+STABILITY: SURFACE MOTION
 HF0623
 HF0623  HISTORY     - Date     Condition        Report By
 HF0623  HISTORY     - 1962     MONUMENTED       CGS
 HF0623  HISTORY     - 1962     GOOD             NGS
 HF0623
 HF0623                          STATION DESCRIPTION
 HF0623
 HF0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0623'4.8 MI NW FROM OXFORD.
 HF0623'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0623'THENCE 4.1 MILES WEST ALONG U.S. HIGHWAY 160, THENCE 0.7 MILES
 HF0623'NORTH ALONG BLACKTOP ROAD, 40.0 FEET WEST OF THE CENTER OF THE
 HF0623'ROAD, 46.0 FEET NORTHEAST OF THE STATION BLACK 1962, 1.0 FEET
 HF0623'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF0623'0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0625 ***********************************************************************
 HF0625  DESIGNATION -  BLACK RM 2
 HF0625  PID         -  HF0625
 HF0625  STATE/COUNTY-  KS/SUMNER
 HF0625  USGS QUAD   -  OXFORD (1965)
 HF0625
 HF0625                         *CURRENT SURVEY CONTROL
 HF0625  ___________________________________________________________________
 HF0625* NAD 83(1986)-  37 17 08.     (N)    097 14 26.     (W)     SCALED    
 HF0625* NAVD 88     -       388.193  (meters)    1273.60   (feet)  ADJUSTED  
 HF0625  ___________________________________________________________________
 HF0625  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF0625  DYNAMIC HT  -         387.880 (meters)    1272.57  (feet)  COMP
 HF0625  MODELED GRAV-     979,811.8   (mgal)                       NAVD 88
 HF0625
 HF0625  VERT ORDER  -  SECOND    CLASS 0
 HF0625
 HF0625.The horizontal coordinates were scaled from a topographic map and have
 HF0625.an estimated accuracy of +/- 6 seconds.
 HF0625
 HF0625.The orthometric height was determined by differential leveling
 HF0625.and adjusted by the National Geodetic Survey in June 1991..
 HF0625
 HF0625.The geoid height was determined by GEOID03.
 HF0625
 HF0625.The dynamic height is computed by dividing the NAVD 88
 HF0625.geopotential number by the normal gravity value computed on the
 HF0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0625.degrees latitude (g = 980.6199 gals.).
 HF0625
 HF0625.The modeled gravity was interpolated from observed gravity values.
 HF0625
 HF0625;                    North         East    Units  Estimated Accuracy
 HF0625;SPC KS S     -   469,440.      511,680.      MT  (+/- 180 meters Scaled)
 HF0625
 HF0625                          SUPERSEDED SURVEY CONTROL
 HF0625
 HF0625  NGVD 29 (??/??/92)  388.081  (m)         1273.23   (f) ADJ UNCH    2 0
 HF0625
 HF0625.Superseded values are not recommended for survey control.
 HF0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0625.See file dsdata.txt to determine how the superseded data were derived.
 HF0625
 HF0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG559280(NAD 83)
 HF0625_MARKER: DR = REFERENCE MARK DISK
 HF0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0625_STAMPING: BLACK NO 2
 HF0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0625+STABILITY: SURFACE MOTION
 HF0625
 HF0625  HISTORY     - Date     Condition        Report By
 HF0625  HISTORY     - 1962     MONUMENTED       CGS
 HF0625  HISTORY     - 1962     GOOD             NGS
 HF0625
 HF0625                          STATION DESCRIPTION
 HF0625
 HF0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0625'4.8 MI NW FROM OXFORD.
 HF0625'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0625'THENCE 4.1 MILES WEST ALONG U.S. HIGHWAY 160, THENCE 0.7 MILE
 HF0625'NORTH ALONG BLACKTOP ROAD, 40.0 FEET WEST OF THE CENTER OF THE
 HF0625'ROAD, 61.0 FEET SOUTHEAST OF THE STATION BLACK 1962, 1.0 FEET
 HF0625'EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF0625'0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0055 ***********************************************************************
 JG0055  DESIGNATION -  BLACK WOLF
 JG0055  PID         -  JG0055
 JG0055  STATE/COUNTY-  KS/ELLSWORTH
 JG0055  USGS QUAD   -  BLACK WOLF (1979)
 JG0055
 JG0055                         *CURRENT SURVEY CONTROL
 JG0055  ___________________________________________________________________
 JG0055* NAD 83(1986)-  38 45 30.     (N)    098 21 42.     (W)     SCALED    
 JG0055* NAVD 88     -       477.961  (meters)    1568.11   (feet)  ADJUSTED  
 JG0055  ___________________________________________________________________
 JG0055  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 JG0055  DYNAMIC HT  -         477.629 (meters)    1567.02  (feet)  COMP
 JG0055  MODELED GRAV-     979,919.0   (mgal)                       NAVD 88
 JG0055
 JG0055  VERT ORDER  -  FIRST     CLASS II
 JG0055
 JG0055.The horizontal coordinates were scaled from a topographic map and have
 JG0055.an estimated accuracy of +/- 6 seconds.
 JG0055
 JG0055.The orthometric height was determined by differential leveling
 JG0055.and adjusted by the National Geodetic Survey in June 1991..
 JG0055
 JG0055.The geoid height was determined by GEOID03.
 JG0055
 JG0055.The dynamic height is computed by dividing the NAVD 88
 JG0055.geopotential number by the normal gravity value computed on the
 JG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0055.degrees latitude (g = 980.6199 gals.).
 JG0055
 JG0055.The modeled gravity was interpolated from observed gravity values.
 JG0055
 JG0055;                    North         East    Units  Estimated Accuracy
 JG0055;SPC KS N     -    47,240.      368,560.      MT  (+/- 180 meters Scaled)
 JG0055
 JG0055                          SUPERSEDED SURVEY CONTROL
 JG0055
 JG0055  NGVD 29 (??/??/92)  477.803  (m)         1567.59   (f) ADJ UNCH    1 2
 JG0055
 JG0055.Superseded values are not recommended for survey control.
 JG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0055.See file dsdata.txt to determine how the superseded data were derived.
 JG0055
 JG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH554901(NAD 83)
 JG0055_MARKER: DB = BENCH MARK DISK
 JG0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0055_SP_SET: CONCRETE FOUNDATION
 JG0055_STAMPING: BLACK WOLF 1934
 JG0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0055
 JG0055  HISTORY     - Date     Condition        Report By
 JG0055  HISTORY     - 1934     MONUMENTED       CGS
 JG0055  HISTORY     - 1952     GOOD             NGS
 JG0055
 JG0055                          STATION DESCRIPTION
 JG0055
 JG0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JG0055'AT BLACK WOLF.
 JG0055'AT BLACK WOLF, 152 FEET EAST OF THE EAST CORNER OF THE UNION
 JG0055'PACIFIC RAILROAD STATION, 0.8 FOOT ABOVE THE GROUND, 1.2 FEET
 JG0055'SOUTHEAST OF THE WEST CORNER OF THE FARMERS CO-OP STORE, SET
 JG0055'VERTICALLY IN THE SOUTHWEST SIDE OF THE CONCRETE FOUNDATION OF THE
 JG0055'STORE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0700 ***********************************************************************
 JG0700  DESIGNATION -  BLACK WOLF
 JG0700  PID         -  JG0700
 JG0700  STATE/COUNTY-  KS/ELLSWORTH
 JG0700  USGS QUAD   -  HOLYROOD NE (1979)
 JG0700
 JG0700                         *CURRENT SURVEY CONTROL
 JG0700  ___________________________________________________________________
 JG0700* NAD 83(1997)-  38 43 58.55373(N)    098 20 06.77896(W)     ADJUSTED  
 JG0700* NAVD 88     -       477.96   (+/-2cm)    1568.1    (feet)  VERTCON   
 JG0700  ___________________________________________________________________
 JG0700  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 JG0700  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 JG0700
 JG0700  HORZ ORDER  -  THIRD
 JG0700  VERT ORDER  -  THIRD ? (See Below)
 JG0700
 JG0700.The horizontal coordinates were established by classical geodetic methods
 JG0700.and adjusted by the National Geodetic Survey in October 1998..
 JG0700
 JG0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0700.The vertical order pertains to the NGVD 29 superseded value.
 JG0700
 JG0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0700
 JG0700.The geoid height was determined by GEOID03.
 JG0700
 JG0700;                    North         East     Units Scale Factor Converg.
 JG0700;SPC KS N     -    44,413.616   370,852.705   MT  0.99999741   -0 12 43.5
 JG0700;UTM  14      - 4,287,350.135   557,780.838   MT  0.99964111   +0 24 57.5
 JG0700
 JG0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0700!SPC KS N     -   0.99992918  x   0.99999741  =   0.99992659
 JG0700!UTM  14      -   0.99992918  x   0.99964111  =   0.99957031
 JG0700
 JG0700|---------------------------------------------------------------------|
 JG0700| PID    Reference Object                     Distance      Geod. Az  |
 JG0700|                                                           dddmmss.s |
 JG0700| CK8969 BLACK WOLF RM 2                      13.238 METERS 00439     |
 JG0700| JG0694 ELLSWORTH MUNICIPAL TANK            APPROX. 8.9 KM 0873601.3 |
 JG0700| CK8967 BLACK WOLF AZ MK                                   0881903.0 |
 JG0700| JG0698 KANOPOLIS MUNICIPAL TANK            APPROX.15.6 KM 0974329.9 |
 JG0700| CK8968 BLACK WOLF RM 1                       8.722 METERS 27710     |
 JG0700| JG0718 WILSON MUNICIPAL TANK               APPROX.16.0 KM 3102106.4 |
 JG0700|---------------------------------------------------------------------|
 JG0700
 JG0700                          SUPERSEDED SURVEY CONTROL
 JG0700
 JG0700  NAD 83(1986)-  38 43 58.56164(N)    098 20 06.77925(W) AD(       ) 3
 JG0700  NAD 27      -  38 43 58.52700(N)    098 20 05.55500(W) AD(       ) 3
 JG0700  NGVD 29 (07/19/86)  477.80   (m)         1567.6    (f) LEVELING    3  
 JG0700
 JG0700.Superseded values are not recommended for survey control.
 JG0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0700.See file dsdata.txt to determine how the superseded data were derived.
 JG0700
 JG0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5778187350(NAD 83)
 JG0700_MARKER: DD = SURVEY DISK
 JG0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0700
 JG0700  HISTORY     - Date     Condition        Report By
 JG0700  HISTORY     - 1952     MONUMENTED       CGS
 JG0700
 JG0700                          STATION DESCRIPTION
 JG0700
 JG0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0700'THE STATION IS IN SECTION 21, T 15 S, R 9 W, IN A CATTLE LANE
 JG0700'WHERE IT CROSSES THE HIGHEST POINT OF A RIDGE, ABOUT 5-1/2 MILES
 JG0700'WEST OF ELLSWORTH, 2 MILES SOUTHEAST OF BLACK WOLF, 8 FEET
 JG0700'SOUTHEAST OF A 4 X 4 INCH WITNESS POST, 4 FEET NORTH OF THE
 JG0700'SOUTH FENCE AND 4 FEET SOUTH OF THE NORTH FENCE.
 JG0700'
 JG0700'TO REACH THE STATION FROM THE POST OFFICE IN ELLSWORTH, GO
 JG0700'SOUTHWEST ON STATE HIGHWAYS 45 AND 4 FOR 0.3 MILE TO A SIDE
 JG0700'ROAD ON THE RIGHT JUST AFTER CROSSING THE SMOKY HILL RIVER
 JG0700'BRIDGE, TURN RIGHT AND GO WEST ON HARD SURFACED ROAD FOR A
 JG0700'SHORT DISTANCE AND THEN ON THE MAIN GRAVELED ROAD FOR 3.7 MILES
 JG0700'TO A T-ROAD, TURN RIGHT AND GO NORTH AND WEST ON THE MAIN
 JG0700'GRAVELED ROAD FOR 2.2 MILES TO A CROSS ROAD AND THE AZIMUTH
 JG0700'MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST FOR 0.3 MILE TO A
 JG0700'GATE ON THE LEFT JUST BEFORE CROSSING A SMALL CONCRETE
 JG0700'BRIDGE, TURN LEFT THROUGH THE GATE AND GO SOUTH ABOUT 200
 JG0700'YARDS TO THE TOP OF THE RIDGE AND THE STATION.
 JG0700'
 JG0700'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JG0700'BLACK WOLF 1952.
 JG0700'
 JG0700'REFERENCE MARK 1 IS 22 FEET WEST OF A 4 X 4 INCH WITNESS POST
 JG0700'AND 1 FOOT SOUTH OF THE NORTH FENCE.  THE MARK PROJECTS 5
 JG0700'INCHES AND THE DISK IS STAMPED BLACK WOLF NO 1 1952.
 JG0700'
 JG0700'REFERENCE MARK 2 IS 39 FEET NORTH OF THE NORTH FENCE.  THE
 JG0700'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BLACK WOLF
 JG0700'NO 2 1952.
 JG0700'
 JG0700'THE AZIMUTH MARK IS 0.05 MILE WEST-NORTHWEST OF THE CENTER OF
 JG0700'THE CROSS ROAD, 35 FEET NORTHEAST OF THE CENTER OF THE GRAVELED
 JG0700'ROAD, 3 FEET WEST-NORTHWEST OF A 4 X 4 INCH WITNESS POST AND
 JG0700'1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES AND
 JG0700'THE DISK IS STAMPED BLACK WOLF 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1046 ***********************************************************************
 KF1046  DESIGNATION -  BLAINE ST COLUMKILLES CHURCH
 KF1046  PID         -  KF1046
 KF1046  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1046  USGS QUAD   -  WESTMORELAND (1983)
 KF1046
 KF1046                         *CURRENT SURVEY CONTROL
 KF1046  ___________________________________________________________________
 KF1046* NAD 83(1997)-  39 29 59.83637(N)    096 24 16.44118(W)     ADJUSTED  
 KF1046* NAVD 88     -                                                        
 KF1046  ___________________________________________________________________
 KF1046  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 KF1046  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 KF1046
 KF1046  HORZ ORDER  -  THIRD
 KF1046
 KF1046.The horizontal coordinates were established by classical geodetic methods
 KF1046.and adjusted by the National Geodetic Survey in October 1998..
 KF1046
 KF1046
 KF1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1046
 KF1046.The geoid height was determined by GEOID03.
 KF1046
 KF1046;                    North         East     Units Scale Factor Converg.
 KF1046;SPC KS N     -   130,718.784   537,217.012   MT  0.99996629   +1 00 34.0
 KF1046;UTM  14      - 4,375,475.808   723,167.641   MT  1.00021323   +1 39 05.7
 KF1046
 KF1046                          SUPERSEDED SURVEY CONTROL
 KF1046
 KF1046  NAD 83(1997)-  39 29 59.84101(N)    096 24 16.43956(W) AD(       ) 4
 KF1046  NAD 83(1986)-  39 29 59.84241(N)    096 24 16.43756(W) AD(       ) 4
 KF1046  NAD 27      -  39 29 59.85600(N)    096 24 15.42700(W) AD(       ) 3
 KF1046
 KF1046.Superseded values are not recommended for survey control.
 KF1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1046.See file dsdata.txt to determine how the superseded data were derived.
 KF1046
 KF1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ2316875476(NAD 83)
 KF1046_MARKER: 91 = CHURCH CROSS
 KF1046
 KF1046  HISTORY     - Date     Condition        Report By
 KF1046  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1046  HISTORY     - 1965     GOOD             CGS
 KF1046
 KF1046                          STATION DESCRIPTION
 KF1046
 KF1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1046'LOCATED AT THE NORTH EDGE OF BLAINE, 90 FEET NORTH OF THE
 KF1046'CENTER OF STATE ROUTE 16 AND 0.2 MILE EAST OF STATE ROUTE 99.
 KF1046'
 KF1046'IT IS A RED BRICK BUILDING WITH A SILVER PAINTED SPIRE WITH A CROSS
 KF1046'ON TOP OF IT.  THE HEIGHT IS APPROXIMATELY 115 FEET.
 KF1046'
 KF1046'THE POINT INTERSECTED WAS THE CROSS.
 KF1046
 KF1046                          STATION RECOVERY (1965)
 KF1046
 KF1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1046'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0618 ***********************************************************************
 KH0618  DESIGNATION -  BLAKEMAN
 KH0618  PID         -  KH0618
 KH0618  STATE/COUNTY-  KS/RAWLINS
 KH0618  USGS QUAD   -  BEARDSLEY (1978)
 KH0618
 KH0618                         *CURRENT SURVEY CONTROL
 KH0618  ___________________________________________________________________
 KH0618* NAD 83(1997)-  39 47 04.66825(N)    101 10 13.70649(W)     ADJUSTED  
 KH0618* NAVD 88     -       966.     (meters)    3169.     (feet)  SCALED    
 KH0618  ___________________________________________________________________
 KH0618  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 KH0618  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KH0618
 KH0618  HORZ ORDER  -  SECOND
 KH0618
 KH0618.The horizontal coordinates were established by classical geodetic methods
 KH0618.and adjusted by the National Geodetic Survey in October 1998..
 KH0618
 KH0618.The orthometric height was scaled from a topographic map.
 KH0618
 KH0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0618
 KH0618.The geoid height was determined by GEOID03.
 KH0618
 KH0618;                    North         East     Units Scale Factor Converg.
 KH0618;SPC KS N     -   165,870.128   128,467.767   MT  1.00000021   -2 00 21.6
 KH0618;UTM  14      - 4,406,106.994   314,140.099   MT  1.00002529   -1 23 21.4
 KH0618
 KH0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0618!SPC KS N     -   0.99985218  x   1.00000021  =   0.99985239
 KH0618!UTM  14      -   0.99985218  x   1.00002529  =   0.99987746
 KH0618
 KH0618:                Primary Azimuth Mark                     Grid Az
 KH0618:SPC KS N     -  BLAKEMAN AZ MK                           086 55 28.4
 KH0618:UTM  14      -  BLAKEMAN AZ MK                           086 18 28.2
 KH0618
 KH0618|---------------------------------------------------------------------|
 KH0618| PID    Reference Object                     Distance      Geod. Az  |
 KH0618|                                                           dddmmss.s |
 KH0618| CP7477 BLAKEMAN AZ MK                                     0845506.8 |
 KH0618| CP7478 BLAKEMAN RM 1                         9.824 METERS 09001     |
 KH0618| CP7479 BLAKEMAN RM 2                                      27003     |
 KH0618|---------------------------------------------------------------------|
 KH0618
 KH0618                          SUPERSEDED SURVEY CONTROL
 KH0618
 KH0618  NAD 83(1997)-  39 47 04.66887(N)    101 10 13.70667(W) AD(       ) 2
 KH0618  NAD 83(1986)-  39 47 04.66952(N)    101 10 13.70838(W) AD(       ) 2
 KH0618  NAD 27      -  39 47 04.67600(N)    101 10 12.15600(W) AD(       ) 2
 KH0618
 KH0618.Superseded values are not recommended for survey control.
 KH0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0618.See file dsdata.txt to determine how the superseded data were derived.
 KH0618
 KH0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK1414006107(NAD 83)
 KH0618_MARKER: DS = TRIANGULATION STATION DISK
 KH0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0618
 KH0618  HISTORY     - Date     Condition        Report By
 KH0618  HISTORY     - 1951     MONUMENTED       CGS
 KH0618
 KH0618                          STATION DESCRIPTION
 KH0618
 KH0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0618'THE STATION IS LOCATED ABOUT 7.0 MILES WEST-SOUTHWEST OF ATWOOD
 KH0618'AND ABOUT 4.0 MILES SOUTHWEST OF BLAKEMAN ON A HIGH BANK ON THE
 KH0618'ROAD RIGHT-OF-WAY, 95 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 KH0618'36, 3 FEET NORTH OF A T FENCE CORNER AND 3 FEET NORTHEAST OF A
 KH0618'WITNESS POST.  IT IS STAMPED BLAKEMAN 1951 AND IS FLUSH WITH
 KH0618'THE GROUND SURFACE.
 KH0618'
 KH0618'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 95 FEET SOUTH
 KH0618'OF THE CENTER OF U.S. HIGHWAY 36, 32 FEET EAST OF A T FENCE CORNER
 KH0618'AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KH0618'BLAKEMAN NO 1 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 KH0618'
 KH0618'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 95 FEET SOUTH
 KH0618'OF THE CENTER OF U.S. HIGHWAY 36, 30 FEET WEST OF A T FENCE
 KH0618'CORNER AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KH0618'BLAKEMAN NO 2 1951 AND PROJECTS 1 INCH.
 KH0618'
 KH0618'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 60 FEET NORTH OF
 KH0618'THE CENTER OF U.S. HIGHWAY 36, 27 FEET WEST OF THE WEST END OF A
 KH0618'WIRE GATE, 1 FOOT WEST OF A POWER LINE POLE AND WITNESS POST
 KH0618'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KH0618'BLAKEMAN 1951 AND PROJECTS 3 INCHES.
 KH0618'
 KH0618'TO REACH THE STATION FROM THE POST OFFICE IN ATWOOD, GO NORTH ON
 KH0618'5TH STREET FOR 0.4 MILE TO U.S. HIGHWAY 36, TURN LEFT AND GO
 KH0618'WEST FOR 0.3 MILE TO JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY
 KH0618'25.  CONTINUE WEST ON U.S. HIGHWAY 36 FOR 6.5 MILES TO AZIMUTH
 KH0618'MARK ON RIGHT AS DESCRIBED, CONTINUE STRAIGHT AHEAD, WEST, FOR
 KH0618'0.4 MILE TO STATION ON HIGH BANK ON LEFT AS DESCRIBED.
 KH0618'
 KH0618'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0679 ***********************************************************************
 JH0679  DESIGNATION -  BLAKLEY
 JH0679  PID         -  JH0679
 JH0679  STATE/COUNTY-  KS/LANE
 JH0679  USGS QUAD   -  BEELER SW (1974)
 JH0679
 JH0679                         *CURRENT SURVEY CONTROL
 JH0679  ___________________________________________________________________
 JH0679* NAD 83(1997)-  38 22 05.48498(N)    100 14 43.06769(W)     ADJUSTED  
 JH0679* NAVD 88     -       818.     (meters)    2684.     (feet)  SCALED    
 JH0679  ___________________________________________________________________
 JH0679  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 JH0679  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 JH0679
 JH0679  HORZ ORDER  -  SECOND
 JH0679
 JH0679.The horizontal coordinates were established by classical geodetic methods
 JH0679.and adjusted by the National Geodetic Survey in October 1998..
 JH0679
 JH0679.The orthometric height was scaled from a topographic map.
 JH0679
 JH0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0679
 JH0679.The geoid height was determined by GEOID03.
 JH0679
 JH0679;                    North         East     Units Scale Factor Converg.
 JH0679;SPC KS S     -   590,274.488   247,489.878   MT  0.99996677   -1 04 21.1
 JH0679;UTM  14      - 4,247,401.660   391,213.201   MT  0.99974574   -0 46 23.0
 JH0679
 JH0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0679!SPC KS S     -   0.99987565  x   0.99996677  =   0.99984242
 JH0679!UTM  14      -   0.99987565  x   0.99974574  =   0.99962142
 JH0679
 JH0679:                Primary Azimuth Mark                     Grid Az
 JH0679:SPC KS S     -  BEELER CO OP GRAIN ELEVATOR              028 34 56.3
 JH0679:UTM  14      -  BEELER CO OP GRAIN ELEVATOR              028 16 58.2
 JH0679
 JH0679|---------------------------------------------------------------------|
 JH0679| PID    Reference Object                     Distance      Geod. Az  |
 JH0679|                                                           dddmmss.s |
 JH0679| JH0681 BEELER CO OP GRAIN ELEVATOR         APPROX. 9.4 KM 0273035.2 |
 JH0679| CK8974 BLAKLEY RM 1                         21.611 METERS 09202     |
 JH0679| CK8975 BLAKLEY RM 2                         25.318 METERS 17843     |
 JH0679| JH0696 ALAMOTA CO OP ELEVATOR              APPROX.11.6 KM 3314445.2 |
 JH0679| CK8973 BLAKLEY AZ MK                                      3590747.7 |
 JH0679|---------------------------------------------------------------------|
 JH0679
 JH0679                          SUPERSEDED SURVEY CONTROL
 JH0679
 JH0679  NAD 83(1986)-  38 22 05.49095(N)    100 14 43.06800(W) AD(       ) 2
 JH0679  NAD 27      -  38 22 05.42979(N)    100 14 41.58063(W) AD(       ) 2
 JH0679
 JH0679.Superseded values are not recommended for survey control.
 JH0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0679.See file dsdata.txt to determine how the superseded data were derived.
 JH0679
 JH0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH9121347402(NAD 83)
 JH0679_MARKER: DS = TRIANGULATION STATION DISK
 JH0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0679
 JH0679  HISTORY     - Date     Condition        Report By
 JH0679  HISTORY     - 1964     MONUMENTED       CGS
 JH0679
 JH0679                          STATION DESCRIPTION
 JH0679
 JH0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0679'THE STATION IS 7 MILES SOUTHEAST OF ALAMOTA, 6 MILES SOUTHWEST OF
 JH0679'BEELER, IN THE SOUTHEAST QUARTER OF SECTION 25, T 19 S, R 27 W, AND
 JH0679'ON THE WEST RIGHT-OF-WAY OF A COUNTY LINE ROAD.
 JH0679'
 JH0679'TO REACH THE STATION FROM THE SCHOOL AND CHURCH WHICH IS
 JH0679'APPROXIMATELY 1/2 MILE WEST OF THE POST OFFICE IN KALVESTA, GO NORTH
 JH0679'ON A GRAVEL ROAD FOR 13.0 MILES TO A SIDE ROAD ON THE RIGHT.
 JH0679'CONTINUE NORTH ON THE GRAVEL ROAD FOR 6.0 MILES TO A SIDE ROAD ON
 JH0679'THE RIGHT.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 3.0 MILES TO
 JH0679'A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 2.3 MILES
 JH0679'TO A FIELD ENTRANCE AND THE STATION ON THE LEFT.
 JH0679'
 JH0679'STATION MARKS ARE STANDARD DISKS STAMPED BLAKELY 1963.  THE SURFACE
 JH0679'DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 JH0679'38 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 10.5 FEET SOUTH OF
 JH0679'THE SOUTH GATE POST OF A WIRE GATE, 2 FEET SOUTH OF A METAL WITNESS
 JH0679'POST, AND 1 FOOT EAST OF A FENCE.  THE UNDERGROUND DISK IS SET
 JH0679'IN AN IRREGULAR MASS OF CONCRETE 56 INCHES BELOW THE SURFACE OF THE
 JH0679'GROUND.
 JH0679'
 JH0679'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLAKELY NO 1 1963, IS
 JH0679'SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 33 FEET
 JH0679'EAST OF THE CENTER OF THE GRAVEL ROAD AND 1.5 FEET SOUTH OF A METAL
 JH0679'WITNESS POST.
 JH0679'
 JH0679'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLAKELY NO 2 1963, IS
 JH0679'SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 94 FEET
 JH0679'SOUTH OF THE SOUTH GATE POST, 36 FEET WEST OF THE CENTER OF THE
 JH0679'GRAVEL ROAD, AND 1.5 FEET EAST OF THE FENCE.
 JH0679'
 JH0679'AZIMUTH MARK, A STANDARD DISK STAMPED BLAKELY 1963, IS SET IN A ROUND
 JH0679'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 35 FEET WEST OF THE
 JH0679'CENTER OF THE GRAVEL ROAD, 19 FEET SOUTH OF THE CENTER OF A FIELD
 JH0679'ROAD, 2 FEET SOUTH OF A METAL WITNESS POST, AND 1 FOOT EAST OF A
 JH0679'FENCE.
 JH0679'
 JH0679'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL
 JH0679'ROAD FOR 0.65 MILE TO A FIELD ENTRANCE ON EACH SIDE OF THE ROAD AND
 JH0679'THE AZIMUTH MARK ON THE LEFT.
 JH0679'
 JH0679'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0679'
 JH0679'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1002 ***********************************************************************
 KE1002  DESIGNATION -  BLAST
 KE1002  PID         -  KE1002
 KE1002  STATE/COUNTY-  KS/JACKSON
 KE1002  USGS QUAD   -  NETAWAKA (1961)
 KE1002
 KE1002                         *CURRENT SURVEY CONTROL
 KE1002  ___________________________________________________________________
 KE1002* NAD 83(1997)-  39 31 33.52034(N)    095 44 25.27490(W)     ADJUSTED  
 KE1002* NAVD 88     -       345.482  (meters)    1133.47   (feet)  ADJUSTED  
 KE1002  ___________________________________________________________________
 KE1002  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 KE1002  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KE1002  DYNAMIC HT  -         345.268 (meters)    1132.77  (feet)  COMP
 KE1002  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 KE1002
 KE1002  HORZ ORDER  -  THIRD
 KE1002  VERT ORDER  -  SECOND    CLASS 0
 KE1002
 KE1002.The horizontal coordinates were established by classical geodetic methods
 KE1002.and adjusted by the National Geodetic Survey in October 1998..
 KE1002
 KE1002.The orthometric height was determined by differential leveling
 KE1002.and adjusted by the National Geodetic Survey in June 1991..
 KE1002
 KE1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1002
 KE1002.The geoid height was determined by GEOID03.
 KE1002
 KE1002.The dynamic height is computed by dividing the NAVD 88
 KE1002.geopotential number by the normal gravity value computed on the
 KE1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1002.degrees latitude (g = 980.6199 gals.).
 KE1002
 KE1002.The modeled gravity was interpolated from observed gravity values.
 KE1002
 KE1002;                    North         East     Units Scale Factor Converg.
 KE1002;SPC KS N     -   134,822.982   594,261.186   MT  0.99996836   +1 25 47.0
 KE1002;UTM  15      - 4,378,733.926   264,457.545   MT  1.00028313   -1 44 41.4
 KE1002
 KE1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1002!SPC KS N     -   0.99995065  x   0.99996836  =   0.99991901
 KE1002!UTM  15      -   0.99995065  x   1.00028313  =   1.00023377
 KE1002
 KE1002:                Primary Azimuth Mark                     Grid Az
 KE1002:SPC KS N     -  BLAST AZ MK                              010 50 17.4
 KE1002:UTM  15      -  BLAST AZ MK                              014 00 45.8
 KE1002
 KE1002|---------------------------------------------------------------------|
 KE1002| PID    Reference Object                     Distance      Geod. Az  |
 KE1002|                                                           dddmmss.s |
 KE1002| CL6908 BLAST AZ MK                                        0121604.4 |
 KE1002| KE1003 BLAST RM 1                           18.386 METERS 02437     |
 KE1002| KE1268 REAMER                              APPROX. 1.0 KM 1721117.7 |
 KE1002| KE1004 BLAST RM 2                           20.483 METERS 35658     |
 KE1002|---------------------------------------------------------------------|
 KE1002
 KE1002                          SUPERSEDED SURVEY CONTROL
 KE1002
 KE1002  NAD 83(1997)-  39 31 33.52746(N)    095 44 25.27211(W) AD(       ) 3
 KE1002  NAD 83(1986)-  39 31 33.52677(N)    095 44 25.27097(W) AD(       ) 3
 KE1002  NAD 27      -  39 31 33.54940(N)    095 44 24.33000(W) AD(       ) 3
 KE1002  NGVD 29 (??/??/92)  345.385  (m)         1133.15   (f) ADJ UNCH    2 0
 KE1002
 KE1002.Superseded values are not recommended for survey control.
 KE1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1002.See file dsdata.txt to determine how the superseded data were derived.
 KE1002
 KE1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6445878734(NAD 83)
 KE1002_MARKER: DS = TRIANGULATION STATION DISK
 KE1002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE1002_SP_SET: CONCRETE ROOF
 KE1002_STAMPING: BLAST 1960
 KE1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1002
 KE1002  HISTORY     - Date     Condition        Report By
 KE1002  HISTORY     - 1960     MONUMENTED       CGS
 KE1002  HISTORY     - 1961     GOOD             NGS
 KE1002
 KE1002                          STATION DESCRIPTION
 KE1002
 KE1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1002'STATION IS LOCATED ON U.S. GOVERNMENT PROPERTY, AT THE SITE OF
 KE1002'FORBES AIR BASE ABOUT 4-1/2 MILES NORTHEAST OF HOLTON AND 1/2
 KE1002'MILE EAST OF U.S. HIGHWAY 75, IN THE NORTHEAST 1/4 OF SECTION
 KE1002'16, T 6 S, R 15 E.
 KE1002'
 KE1002'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY 16
 KE1002'IN THE EAST EDGE OF HOLTON BY GOING NORTH ON HIGHWAY 75 FOR
 KE1002'4.45 MILES TO A MACADAM SIDE ROAD RIGHT, TURN RIGHT, EAST, ON
 KE1002'MACADAM ROAD FOR 0.35 MILE TO SECURITY GATE.
 KE1002'
 KE1002'THE STATION IS ABOUT 250 FEET SOUTHEAST OF THIS POINT.
 KE1002'
 KE1002'STATION MARK IS A STANDARD DISK, STAMPED BLAST 1960, CEMENTED IN
 KE1002'A DRILL HOLE IN THE NORTH-CENTRAL EDGE OF THE CONCRETE ROOF.
 KE1002'
 KE1002'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLAST NO 1 1960,
 KE1002'CEMENTED IN A DRILL HOLE IN THE EAST CURB OF DRIVEWAY.
 KE1002'
 KE1002'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLAST NO 2 1960,
 KE1002'CEMENTED IN A DRILL HOLE IN THE WEST CURB OF DRIVEWAY.
 KE1002'
 KE1002'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  TRIANGULATION
 KE1002'STATION REAMER MAY BE USED.  SEE DESCRIPTION THEREOF.
 KE1002
 KE1002                          STATION RECOVERY (1961)
 KE1002
 KE1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE1002'4.5 MI N FROM HOLTON.
 KE1002'4.45 MILES NORTH ON U.S. HIGHWAY 75 FROM THE JUNCTION OF U.S.
 KE1002'HIGHWAY 75 AND STATE HIGHWAY 16 IN THE EAST EDGE OF HOLTON, THENCE
 KE1002'EAST, ON MACADAM ROAD FOR 0.35 MILE TO THE SECURITY GATE OF THE
 KE1002'MISSILE SITE.  THE STATION IS ABOUT 250 FEET SOUTHEAST OF THE
 KE1002'SECURITY GATE, CEMENTED IN A DRILL HOLE IN THE NORTH-CENTRAL EDGE
 KE1002'OF THE CONCRETE ROOF OF THE MISSILE LAUNCHING RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1003 ***********************************************************************
 KE1003  DESIGNATION -  BLAST RM 1
 KE1003  PID         -  KE1003
 KE1003  STATE/COUNTY-  KS/JACKSON
 KE1003  USGS QUAD   -  NETAWAKA (1961)
 KE1003
 KE1003                         *CURRENT SURVEY CONTROL
 KE1003  ___________________________________________________________________
 KE1003* NAD 83(1986)-  39 31 33.     (N)    095 44 25.     (W)     SCALED    
 KE1003* NAVD 88     -       339.436  (meters)    1113.63   (feet)  ADJUSTED  
 KE1003  ___________________________________________________________________
 KE1003  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KE1003  DYNAMIC HT  -         339.226 (meters)    1112.94  (feet)  COMP
 KE1003  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 KE1003
 KE1003  VERT ORDER  -  SECOND    CLASS 0
 KE1003
 KE1003.The horizontal coordinates were scaled from a topographic map and have
 KE1003.an estimated accuracy of +/- 6 seconds.
 KE1003
 KE1003.The orthometric height was determined by differential leveling
 KE1003.and adjusted by the National Geodetic Survey in June 1991..
 KE1003
 KE1003.The geoid height was determined by GEOID03.
 KE1003
 KE1003.The dynamic height is computed by dividing the NAVD 88
 KE1003.geopotential number by the normal gravity value computed on the
 KE1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1003.degrees latitude (g = 980.6199 gals.).
 KE1003
 KE1003.The modeled gravity was interpolated from observed gravity values.
 KE1003
 KE1003;                    North         East    Units  Estimated Accuracy
 KE1003;SPC KS N     -   134,810.      594,270.      MT  (+/- 180 meters Scaled)
 KE1003
 KE1003                          SUPERSEDED SURVEY CONTROL
 KE1003
 KE1003  NGVD 29 (??/??/92)  339.339  (m)         1113.31   (f) ADJ UNCH    2 0
 KE1003
 KE1003.Superseded values are not recommended for survey control.
 KE1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1003.See file dsdata.txt to determine how the superseded data were derived.
 KE1003
 KE1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD644787(NAD 83)
 KE1003_MARKER: DR = REFERENCE MARK DISK
 KE1003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE1003_SP_SET: CURB
 KE1003_STAMPING: BLAST NO 1 1960
 KE1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1003
 KE1003  HISTORY     - Date     Condition        Report By
 KE1003  HISTORY     - 1960     MONUMENTED       CGS
 KE1003  HISTORY     - 1961     GOOD             NGS
 KE1003
 KE1003                          STATION DESCRIPTION
 KE1003
 KE1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE1003'4.5 MI N FROM HOLTON.
 KE1003'4.45 MILES NORTH ALONG U.S. HIGHWAY 75 FROM THE JUNCTION OF
 KE1003'U.S. HIGHWAY 75 AND STATE HIGHWAY 16 IN THE EAST EDGE OF HOLTON,
 KE1003'THENCE EAST, ON MACADAM ROAD FOR 0.35 MILE TO THE SECURITY GATE
 KE1003'OF THE MISSILE SITE.  THE MARK IS CEMENTED IN A DRILL HOLE IN
 KE1003'THE EAST CURBING OF THE RAMP LEADING INTO THE MISSILE BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1004 ***********************************************************************
 KE1004  DESIGNATION -  BLAST RM 2
 KE1004  PID         -  KE1004
 KE1004  STATE/COUNTY-  KS/JACKSON
 KE1004  USGS QUAD   -  NETAWAKA (1961)
 KE1004
 KE1004                         *CURRENT SURVEY CONTROL
 KE1004  ___________________________________________________________________
 KE1004* NAD 83(1986)-  39 31 33.     (N)    095 44 25.     (W)     SCALED    
 KE1004* NAVD 88     -       339.523  (meters)    1113.92   (feet)  ADJUSTED  
 KE1004  ___________________________________________________________________
 KE1004  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 KE1004  DYNAMIC HT  -         339.313 (meters)    1113.23  (feet)  COMP
 KE1004  MODELED GRAV-     979,998.6   (mgal)                       NAVD 88
 KE1004
 KE1004  VERT ORDER  -  SECOND    CLASS 0
 KE1004
 KE1004.The horizontal coordinates were scaled from a topographic map and have
 KE1004.an estimated accuracy of +/- 6 seconds.
 KE1004
 KE1004.The orthometric height was determined by differential leveling
 KE1004.and adjusted by the National Geodetic Survey in June 1991..
 KE1004
 KE1004.The geoid height was determined by GEOID03.
 KE1004
 KE1004.The dynamic height is computed by dividing the NAVD 88
 KE1004.geopotential number by the normal gravity value computed on the
 KE1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1004.degrees latitude (g = 980.6199 gals.).
 KE1004
 KE1004.The modeled gravity was interpolated from observed gravity values.
 KE1004
 KE1004;                    North         East    Units  Estimated Accuracy
 KE1004;SPC KS N     -   134,810.      594,270.      MT  (+/- 180 meters Scaled)
 KE1004
 KE1004                          SUPERSEDED SURVEY CONTROL
 KE1004
 KE1004  NGVD 29 (??/??/92)  339.426  (m)         1113.60   (f) ADJ UNCH    2 0
 KE1004
 KE1004.Superseded values are not recommended for survey control.
 KE1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1004.See file dsdata.txt to determine how the superseded data were derived.
 KE1004
 KE1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD644787(NAD 83)
 KE1004_MARKER: DR = REFERENCE MARK DISK
 KE1004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE1004_SP_SET: CURB
 KE1004_STAMPING: BLAST NO 2 1960
 KE1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1004
 KE1004  HISTORY     - Date     Condition        Report By
 KE1004  HISTORY     - 1960     MONUMENTED       CGS
 KE1004  HISTORY     - 1961     GOOD             NGS
 KE1004
 KE1004                          STATION DESCRIPTION
 KE1004
 KE1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE1004'4.5 MI N FROM HOLTON.
 KE1004'4.45 MILES NORTH ALONG U.S. HIGHWAY 75 FROM THE JUNCTION OF U.S.
 KE1004'HIGHWAY 75 AND STATE HIGHWAY 16 IN THE EAST EDGE OF HOLTON,
 KE1004'THENCE EAST, ON MACADAM ROAD FOR 0.35 MILE TO THE SECURITY GATE
 KE1004'OF THE MISSILE SITE.  THE MARK IS CEMENTED IN A DRILL HOLE IN
 KE1004'THE WEST CURBING OF THE RAMP LEADING INTO THE MISSILE BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0803 ***********************************************************************
 HG0803  DESIGNATION -  BLOESSER
 HG0803  PID         -  HG0803
 HG0803  STATE/COUNTY-  KS/KINGMAN
 HG0803  USGS QUAD   -  KINGMAN (1983)
 HG0803
 HG0803                         *CURRENT SURVEY CONTROL
 HG0803  ___________________________________________________________________
 HG0803* NAD 83(1997)-  37 41 14.04498(N)    098 01 31.25761(W)     ADJUSTED  
 HG0803* NAVD 88     -       483.     (meters)    1585.     (feet)  SCALED    
 HG0803  ___________________________________________________________________
 HG0803  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HG0803  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 HG0803
 HG0803  HORZ ORDER  -  SECOND
 HG0803
 HG0803.The horizontal coordinates were established by classical geodetic methods
 HG0803.and adjusted by the National Geodetic Survey in October 1998..
 HG0803
 HG0803.The orthometric height was scaled from a topographic map.
 HG0803
 HG0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0803
 HG0803.The geoid height was determined by GEOID03.
 HG0803
 HG0803;                    North         East     Units Scale Factor Converg.
 HG0803;SPC KS S     -   513,373.805   441,863.645   MT  0.99994396   +0 17 30.1
 HG0803;UTM  14      - 4,171,560.855   585,934.932   MT  0.99969096   +0 35 45.2
 HG0803
 HG0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0803!SPC KS S     -   0.99992861  x   0.99994396  =   0.99987258
 HG0803!UTM  14      -   0.99992861  x   0.99969096  =   0.99961959
 HG0803
 HG0803|---------------------------------------------------------------------|
 HG0803| PID    Reference Object                     Distance      Geod. Az  |
 HG0803|                                                           dddmmss.s |
 HG0803| CK8979 BLOESSER RM 1                        37.061 METERS 13546     |
 HG0803| HG0804 KINGMAN MUNICIPAL TANK              APPROX. 8.3 KM 2494513.6 |
 HG0803| HG0802 VARNER COLLINGWOOD ELEVATOR         APPROX. 3.5 KM 3440737.3 |
 HG0803| HG0015 U 308                                              3470025.2 |
 HG0803| CK8980 BLOESSER RM 2                        30.300 METERS 35908     |
 HG0803|---------------------------------------------------------------------|
 HG0803
 HG0803                          SUPERSEDED SURVEY CONTROL
 HG0803
 HG0803  NAD 83(1997)-  37 41 14.05166(N)    098 01 31.25973(W) AD(       ) 2
 HG0803  NAD 83(1986)-  37 41 14.05316(N)    098 01 31.25669(W) AD(       ) 2
 HG0803  NAD 27      -  37 41 14.00425(N)    098 01 30.04607(W) AD(       ) 2
 HG0803
 HG0803.Superseded values are not recommended for survey control.
 HG0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0803.See file dsdata.txt to determine how the superseded data were derived.
 HG0803
 HG0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8593571561(NAD 83)
 HG0803_MARKER: DS = TRIANGULATION STATION DISK
 HG0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0803
 HG0803  HISTORY     - Date     Condition        Report By
 HG0803  HISTORY     - 1962     MONUMENTED       CGS
 HG0803
 HG0803                          STATION DESCRIPTION
 HG0803
 HG0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HG0803'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF KINGMAN AND 1.8
 HG0803'MILES NORTH OF U.S. HIGHWAY 54 AND ON PROPERTY OWNED BY MR.
 HG0803'HENRY BLOESSER.
 HG0803'
 HG0803'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 54 AND
 HG0803'STATE HIGHWAY 17 ABOUT 10.0 MILES EAST OF KINGMAN, GO WEST ON
 HG0803'HIGHWAY 54 FOR 5.0 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT,
 HG0803'NORTH, ON A DIRT ROAD FOR 1.0 MILE TO A CROSSROAD.  CONTINUE
 HG0803'NORTH FOR 0.8 MILE TO A GATE ON THE RIGHT.  (CONTINUE NORTH ON
 HG0803'THE DIRT ROAD FOR 2.15 MILES TO A CROSSROAD.  TURN LEFT, WEST, ON
 HG0803'A BLACKTOP ROAD FOR 0.45 MILE TO RAILROAD TRACKS.  CROSS
 HG0803'TRACKS, TURN RIGHT AND GO NORTH ALONG THE WEST SIDE OF THE
 HG0803'RAILROAD TRACKS FOR 0.1 MILE AND THE AZIMUTH MARK ON THE
 HG0803'LEFT).  TURN RIGHT, PASS THROUGH THE GATE AND GO EAST FOR
 HG0803'0.1 MILE TO A GATE AND THE STATION ON THE LEFT.
 HG0803'
 HG0803'STATION MARKS ARE STANDARD DISKS STAMPED BLOESSER 1962.  THE
 HG0803'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HG0803'SURFACE OF THE GROUND.  IT IS 76 FEET NORTH OF THE CENTER OF THE
 HG0803'GATE, 46 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STORM CELLAR,
 HG0803'7 FEET EAST OF A FENCE AND 6.6 FEET EAST OF A METAL WITNESS POST.
 HG0803'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HG0803'45 INCHES BELOW THE SURFACE OF THE GROUND.
 HG0803'
 HG0803'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLOESSER NO
 HG0803'1 1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HG0803'1 INCH.  IT IS 13 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND
 HG0803'1 FOOT NORTH OF A FENCE.
 HG0803'
 HG0803'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLOESSER NO 2 1962,
 HG0803'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HG0803'85 FEET SOUTH OF A CORNER FENCE POST, 54 FEET NORTH OF THE
 HG0803'NORTHWEST CORNER OF THE STORM CELLAR AND 1 FOOT EAST OF THE FENCE.
 HG0803'
 HG0803'AZIMUTH MARK, A STANDARD BENCH MARK DISK STAMPED U 308 1953, IS
 HG0803'SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HG0803'30.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 5.5 FEET
 HG0803'NORTH OF A TELEPHONE POLE, 3.4 FEET SOUTH OF A WOODEN WITNESS
 HG0803'POST AND 1.4 FEET SOUTH OF A METAL WITNESS POST.
 HG0803'
 HG0803'NOTE- REFERENCE MARKS MEASURED WITH 300 FOOT TAPE WITH 7 KG. TAPE
 HG0803'TENSION.
 HG0803'
 HG0803'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0807 ***********************************************************************
 JG0807  DESIGNATION -  BLOOD
 JG0807  PID         -  JG0807
 JG0807  STATE/COUNTY-  KS/BARTON
 JG0807  USGS QUAD   -  HOISINGTON (1969)
 JG0807
 JG0807                         *CURRENT SURVEY CONTROL
 JG0807  ___________________________________________________________________
 JG0807* NAD 83(1997)-  38 33 02.08076(N)    098 48 53.15313(W)     ADJUSTED  
 JG0807* NAVD 88     -       595.     (meters)    1952.     (feet)  SCALED    
 JG0807  ___________________________________________________________________
 JG0807  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 JG0807  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0807
 JG0807  HORZ ORDER  -  THIRD
 JG0807
 JG0807.The horizontal coordinates were established by classical geodetic methods
 JG0807.and adjusted by the National Geodetic Survey in October 1998..
 JG0807
 JG0807.The orthometric height was scaled from a topographic map.
 JG0807
 JG0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0807
 JG0807.The geoid height was determined by GEOID03.
 JG0807
 JG0807;                    North         East     Units Scale Factor Converg.
 JG0807;SPC KS S     -   609,138.923   372,561.549   MT  0.99999686   -0 11 36.4
 JG0807;UTM  14      - 4,266,921.924   516,140.824   MT  0.99960321   +0 06 55.6
 JG0807
 JG0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0807!SPC KS S     -   0.99991069  x   0.99999686  =   0.99990755
 JG0807!UTM  14      -   0.99991069  x   0.99960321  =   0.99951393
 JG0807
 JG0807|---------------------------------------------------------------------|
 JG0807| PID    Reference Object                     Distance      Geod. Az  |
 JG0807|                                                           dddmmss.s |
 JG0807| CK8982 BLOOD RM 1                           11.531 METERS 08621     |
 JG0807| CK8981 BLOOD AZ MK                                        1351036.9 |
 JG0807| JG0806 HOISINGTON S MUN TANK OF 2          APPROX. 5.2 KM 1451155.4 |
 JG0807| JG0809 OLMITZ ST ANNES CATH CHURCH         APPROX.11.4 KM 2505327.0 |
 JG0807| CK8983 BLOOD RM 2                           10.571 METERS 27412     |
 JG0807|---------------------------------------------------------------------|
 JG0807
 JG0807                          SUPERSEDED SURVEY CONTROL
 JG0807
 JG0807  NAD 83(1986)-  38 33 02.08853(N)    098 48 53.15270(W) AD(       ) 3
 JG0807  NAD 27      -  38 33 02.04600(N)    098 48 51.84500(W) AD(       ) 3
 JG0807
 JG0807.Superseded values are not recommended for survey control.
 JG0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0807.See file dsdata.txt to determine how the superseded data were derived.
 JG0807
 JG0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH1614166922(NAD 83)
 JG0807_MARKER: DS = TRIANGULATION STATION DISK
 JG0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0807
 JG0807  HISTORY     - Date     Condition        Report By
 JG0807  HISTORY     - 1953     MONUMENTED       CGS
 JG0807
 JG0807                          STATION DESCRIPTION
 JG0807
 JG0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0807'THE STATION IS IN SEC. 24, T 17 S, R 14 W, ABOUT 3 MILES
 JG0807'NORTHWEST OF HOISINGTON, 2 MILES NORTH OF BLOOD CREEK, 30
 JG0807'FEET SOUTH OF A DIRT ROAD, 4 FEET SOUTH OF A WIRE FENCE, AND 7
 JG0807'FEET WEST-SOUTHWEST OF A 4 X 4 IN WITNESS POST.
 JG0807'
 JG0807'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 281 AND
 JG0807'STATE ROAD 4 AT THE NORTH EDGE OF HOISINGTON, GO WEST ON U.S.
 JG0807'HIGHWAY 281 FOR 2.6 MILES TO A CROSS ROAD, TURN RIGHT AND GO
 JG0807'NORTH ON A DIRT ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE
 JG0807'LEFT AS DESCRIBED, CONTINUE NORTH FOR 0.15 MILE TO A CROSS
 JG0807'ROAD, TURN LEFT AND GO WEST ON A DIRT ROAD FOR 0.15 MILE TO THE
 JG0807'STATION MARK AS DESCRIBED.
 JG0807'
 JG0807'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JG0807'BLOOD 1952.
 JG0807'
 JG0807'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE DIRT ROAD AND 1
 JG0807'FOOT SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND THE
 JG0807'DISK IS STAMPED BLOOD NO 1 1952.
 JG0807'
 JG0807'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF THE DIRT ROAD AND 1
 JG0807'FOOT SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND
 JG0807'THE DISK IS STAMPED BLOOD NO 2 1952.
 JG0807'
 JG0807'THE AZIMUTH MARK IS 21 FEET WEST OF A DIRT ROAD, 2 FEET NORTH
 JG0807'OF A TELEPHONE POLE, 2 FEET SOUTH OF A 4 X 4 IN WITNESS POST, AND
 JG0807'1 FOOT EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 JG0807'DISK IS STAMPED BLOOD 1952.
 JG0807'
 JG0807'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1416 ***********************************************************************
 JF1416  DESIGNATION -  BLOODY CREEK MICROWAVE MAST
 JF1416  PID         -  JF1416
 JF1416  STATE/COUNTY-  KS/CHASE
 JF1416  USGS QUAD   -  PHENIS CREEK (1973)
 JF1416
 JF1416                         *CURRENT SURVEY CONTROL
 JF1416  ___________________________________________________________________
 JF1416* NAD 83(1997)-  38 16 23.47977(N)    096 22 22.90254(W)     ADJUSTED  
 JF1416* NAVD 88     -                                                        
 JF1416  ___________________________________________________________________
 JF1416  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 JF1416  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JF1416
 JF1416  HORZ ORDER  -  THIRD
 JF1416
 JF1416.The horizontal coordinates were established by classical geodetic methods
 JF1416.and adjusted by the National Geodetic Survey in October 1998..
 JF1416
 JF1416
 JF1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1416
 JF1416.The geoid height was determined by GEOID03.
 JF1416
 JF1416;                    North         East     Units Scale Factor Converg.
 JF1416;SPC KS S     -   580,424.825   586,097.487   MT  0.99995512   +1 18 25.5
 JF1416;UTM  14      - 4,239,391.020   729,801.766   MT  1.00025042   +1 37 40.4
 JF1416
 JF1416                          SUPERSEDED SURVEY CONTROL
 JF1416
 JF1416  NAD 83(1986)-  38 16 23.48956(N)    096 22 22.90457(W) AD(       ) 4
 JF1416  NAD 27      -  38 16 23.43127(N)    096 22 21.90101(W) AD(       ) 3
 JF1416
 JF1416.Superseded values are not recommended for survey control.
 JF1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1416.See file dsdata.txt to determine how the superseded data were derived.
 JF1416
 JF1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH2980239391(NAD 83)
 JF1416_MARKER: 44 = MICROWAVE MAST
 JF1416
 JF1416  HISTORY     - Date     Condition        Report By
 JF1416  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1416
 JF1416                          STATION DESCRIPTION
 JF1416
 JF1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1416'THE STATION IS LOCATED ON A HIGH HILL ABOUT 14 MILES SOUTHWEST
 JF1416'OF EMPORIA AND ABOUT 11.5 MILES SOUTHEAST OF COTTONWOOD FALLS.
 JF1416'THE STATION IS THE CENTER OF THE TOP OF THE MICRO-WAVE RELAY MAST.
 JF1416'THE MAST IS A UNIFORM CROSS-SECTION STEEL STRUCTURE SUPPORTED BY
 JF1416'GUY WIRES AND PAINTED IN ALTERNATE SECTIONS OF ORANGE AND WHITE.
 JF1416'IT HAS A LARGE ROUND REFLECTOR NEAR THE TOP AND A RED LIGHT
 JF1416'ON THE TOP.  IT IS 220 FEET HIGH.  THE MAST IS OWNED BY THE
 JF1416'KANSAS TURNPIKE AUTHORITY.
 JF1416'
 JF1416'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JF1416'HIGHWAY 99 (6TH AVENUE AND COMMERCIAL STREET) IN EMPORIA, GO
 JF1416'WEST ON U.S. HIGHWAY 50 FOR 9.4 MILES TO THE LYON-CHASE COUNTY
 JF1416'LINE AND A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD
 JF1416'FOR 1.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A
 JF1416'GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 JF1416'SOUTH ON A GRAVELED ROAD FOR 7.25 MILES TO AN OVERPASS OVER
 JF1416'THE TURNPIKE.  CONTINUE SOUTHERLY ON THE GRAVELED ROAD
 JF1416'FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 JF1416'EASTERLY ON THE DRIVEWAY FOR 0.05 MILE TO THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1174 ***********************************************************************
 HF1174  DESIGNATION -  BLOOM
 HF1174  PID         -  HF1174
 HF1174  STATE/COUNTY-  KS/BUTLER
 HF1174  USGS QUAD   -  AUGUSTA SE (1979)
 HF1174
 HF1174                         *CURRENT SURVEY CONTROL
 HF1174  ___________________________________________________________________
 HF1174* NAD 83(1997)-  37 34 38.91635(N)    096 46 02.58896(W)     ADJUSTED  
 HF1174* NAVD 88     -       435.65   (+/-2cm)    1429.3    (feet)  VERTCON   
 HF1174  ___________________________________________________________________
 HF1174  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 HF1174  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF1174
 HF1174  HORZ ORDER  -  SECOND
 HF1174  VERT ORDER  -  THIRD ? (See Below)
 HF1174
 HF1174.The horizontal coordinates were established by classical geodetic methods
 HF1174.and adjusted by the National Geodetic Survey in October 1998..
 HF1174
 HF1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1174.The vertical order pertains to the NGVD 29 superseded value.
 HF1174
 HF1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1174
 HF1174.The geoid height was determined by GEOID03.
 HF1174
 HF1174;                    North         East     Units Scale Factor Converg.
 HF1174;SPC KS S     -   502,507.850   553,032.807   MT  0.99995344   +1 03 53.1
 HF1174;UTM  14      - 4,161,279.991   697,149.762   MT  1.00007878   +1 21 43.1
 HF1174
 HF1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1174!SPC KS S     -   0.99993624  x   0.99995344  =   0.99988969
 HF1174!UTM  14      -   0.99993624  x   1.00007878  =   1.00001502
 HF1174
 HF1174|---------------------------------------------------------------------|
 HF1174| PID    Reference Object                     Distance      Geod. Az  |
 HF1174|                                                           dddmmss.s |
 HF1174| CL4310 BLOOM RM 1                           22.471 METERS 09039     |
 HF1174| HF0411 MARTIN                              APPROX. 1.7 KM 1612144.5 |
 HF1174| CL4311 BLOOM RM 2                           20.548 METERS 17338     |
 HF1174|---------------------------------------------------------------------|
 HF1174
 HF1174                          SUPERSEDED SURVEY CONTROL
 HF1174
 HF1174  NAD 83(1997)-  37 34 38.91966(N)    096 46 02.57517(W) AD(       ) 2
 HF1174  NAD 83(1986)-  37 34 38.92846(N)    096 46 02.57978(W) AD(       ) 2
 HF1174  NAD 27      -  37 34 38.85742(N)    096 46 01.48011(W) AD(       ) 2
 HF1174  NGVD 29 (07/19/86)  435.49   (m)         1428.8    (f) LEVELING    3  
 HF1174
 HF1174.Superseded values are not recommended for survey control.
 HF1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1174.See file dsdata.txt to determine how the superseded data were derived.
 HF1174
 HF1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9715061280(NAD 83)
 HF1174_MARKER: DS = TRIANGULATION STATION DISK
 HF1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1174
 HF1174  HISTORY     - Date     Condition        Report By
 HF1174  HISTORY     - 1962     MONUMENTED       CGS
 HF1174
 HF1174                          STATION DESCRIPTION
 HF1174
 HF1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1174'THE STATION IS ABOUT 14 MILES SOUTHEAST OF AUGUSTA, 8 MILES
 HF1174'SOUTH OF LEON, 7 MILES NORTHWEST OF LATHAM, IN PASTURE LAND
 HF1174'OWNED BY MR. BLOOM.
 HF1174'
 HF1174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77,
 HF1174'54 AND STATE HIGHWAY 96, IN PICKRELL CORNERS, GO EAST ON
 HF1174'HIGHWAY 96 FOR 3.2 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 HF1174'RIGHT, SOUTH, ON A MACADAM ROAD FOR 4.7 MILES TO AN IRON BRIDGE.
 HF1174'CONTINUE SOUTH ON THE MAIN ROAD 2.8 MILES TO A CROSSROAD.
 HF1174'TURN LEFT, EAST, ON A GRAVELED ROAD 0.2 MILE TO A FENCE
 HF1174'CORNER AND THE STATION ON THE RIGHT.
 HF1174'
 HF1174'STATION MARKS ARE STANDARD DISKS STAMPED BLOOM 1962.  THE SURFACE
 HF1174'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HF1174'OF THE GROUND.  IT IS 53 FEET SOUTH OF THE CENTER OF THE
 HF1174'GRAVELED ROAD, 31 FEET SOUTHEAST OF A FENCE CORNER AND 11.5
 HF1174'FEET EAST OF A FENCE.  THE UNDERGROUND DISK IS SET 42 INCHES
 HF1174'BELOW THE SURFACE IN AN IRREGULAR MASS OF CONCRETE.
 HF1174'
 HF1174'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLOOM NO 1 1962,
 HF1174'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HF1174'GROUND.  IT IS 90 FEET SOUTHWEST OF A TELEPHONE POLE, 52 FEET
 HF1174'SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 31 FEET SOUTH
 HF1174'OF A FENCE.
 HF1174'
 HF1174'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLOOM NO 2
 HF1174'1962, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HF1174'OF THE GROUND.  IT IS 48 FEET SOUTH OF THE FENCE CORNER AND
 HF1174'17 FEET EAST OF A FENCE.
 HF1174'
 HF1174'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HF1174'
 HF1174'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0996 ***********************************************************************
 HG0996  DESIGNATION -  BLOOM
 HG0996  PID         -  HG0996
 HG0996  STATE/COUNTY-  KS/FORD
 HG0996  USGS QUAD   -  BLOOM (1967)
 HG0996
 HG0996                         *CURRENT SURVEY CONTROL
 HG0996  ___________________________________________________________________
 HG0996* NAD 83(1997)-  37 28 26.16787(N)    099 56 09.93051(W)     ADJUSTED  
 HG0996* NAVD 88     -       789.     (meters)    2589.     (feet)  SCALED    
 HG0996  ___________________________________________________________________
 HG0996  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 HG0996  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 HG0996
 HG0996  HORZ ORDER  -  THIRD
 HG0996
 HG0996.The horizontal coordinates were established by classical geodetic methods
 HG0996.and adjusted by the National Geodetic Survey in October 1998..
 HG0996
 HG0996.The orthometric height was scaled from a topographic map.
 HG0996
 HG0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0996
 HG0996.The geoid height was determined by GEOID03.
 HG0996
 HG0996;                    North         East     Units Scale Factor Converg.
 HG0996;SPC KS S     -   490,572.838   272,978.195   MT  0.99996572   -0 52 57.1
 HG0996;UTM  14      - 4,147,861.077   417,229.058   MT  0.99968439   -0 34 10.4
 HG0996
 HG0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0996!SPC KS S     -   0.99988032  x   0.99996572  =   0.99984604
 HG0996!UTM  14      -   0.99988032  x   0.99968439  =   0.99956475
 HG0996
 HG0996|---------------------------------------------------------------------|
 HG0996| PID    Reference Object                     Distance      Geod. Az  |
 HG0996|                                                           dddmmss.s |
 HG0996| CK8985 BLOOM RM 1                           15.345 METERS 06124     |
 HG0996| HG0995 BLOOM CO OP GRAIN ELEVATOR          APPROX. 3.8 KM 0654901.0 |
 HG0996| CK8984 BLOOM AZ MK                                        2424959.8 |
 HG0996| HH0906 MINNEOLA MUN WATER TANK             APPROX. 7.5 KM 2435326.0 |
 HG0996| CK8986 BLOOM RM 2                           15.824 METERS 24938     |
 HG0996|---------------------------------------------------------------------|
 HG0996
 HG0996                          SUPERSEDED SURVEY CONTROL
 HG0996
 HG0996  NAD 83(1997)-  37 28 26.17551(N)    099 56 09.93037(W) AD(       ) 3
 HG0996  NAD 83(1986)-  37 28 26.16704(N)    099 56 09.93123(W) AD(       ) 3
 HG0996  NAD 27      -  37 28 26.09190(N)    099 56 08.45248(W) AD(       ) 3
 HG0996
 HG0996.Superseded values are not recommended for survey control.
 HG0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0996.See file dsdata.txt to determine how the superseded data were derived.
 HG0996
 HG0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1722947861(NAD 83)
 HG0996_MARKER: DS = TRIANGULATION STATION DISK
 HG0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0996
 HG0996  HISTORY     - Date     Condition        Report By
 HG0996  HISTORY     - 1964     MONUMENTED       CGS
 HG0996
 HG0996                          STATION DESCRIPTION
 HG0996
 HG0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0996'THE STATION IS 4-3/4 MILES NORTHEAST OF MINNEOLA, 2 MILES SOUTHWEST
 HG0996'OF BLOOM, ABOUT 300 FEET NORTH OF US HIGHWAY 54, ON THE NORTH
 HG0996'RIGHT-OF-WAY AND ON PROPERTY OWNED BY THE ROCK ISLAND AND PACIFIC
 HG0996'RAILROAD, NEAR THE CENTER OF SECTION 34, T 29 S, R 24 W.
 HG0996'
 HG0996'TO REACH FROM THE JUNCTION OF US HIGHWAYS 283 AND 54, IN MINNEOLA,
 HG0996'GO NORTHEAST ON HIGHWAY 54 FOR 4.5 MILES TO A CROSSROAD.  TURN LEFT
 HG0996'AND GO NORTH ON A BLADED ROAD FOR 118 FEET TO THE AZIMUTH MARK ON
 HG0996'THE RIGHT.  CONTINUE NORTH, CROSSING RAILROAD TRACKS TO TELEGRAPH
 HG0996'LINE ON THE NORTH SIDE OF THE TRACKS.  TURN RIGHT AND GO EASTERLY
 HG0996'ALONG THE SOUTH SIDE OF A FIELD FOR 0.3 MILE TO THE STATION ON THE
 HG0996'RIGHT BENEATH TELEGRAPH POLES.
 HG0996'
 HG0996'STATION MARKS ARE STANDARD DISKS STAMPED BLOOM 1964.  THE SURFACE
 HG0996'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HG0996'36 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 4 FEET
 HG0996'SOUTHEAST OF A METAL WITNESS POST AND 4 FEET SOUTHWEST OF A
 HG0996'TELEGRAPH POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 HG0996'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 HG0996'
 HG0996'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BLOOM NO 1 1964, IS SET
 HG0996'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 48 FEET
 HG0996'EAST OF THE TELEGRAPH POLE, 39 FEET NORTH OF THE NORTH RAIL OF THE
 HG0996'RAILROAD TRACKS, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 HG0996'
 HG0996'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BLOOM NO 2 1964, IS SET
 HG0996'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 54 FEET
 HG0996'WEST OF THE TELEGRAPH POLE, 40 FEET NORTH OF THE NORTH RAIL OF THE
 HG0996'RAILROAD TRACKS, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 HG0996'
 HG0996'AZIMUTH MARK IS A STANDARD DISK STAMPED BLOOM 1964, SET IN A SQUARE
 HG0996'CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 54.5 FEET SOUTH OF THE
 HG0996'SOUTH RAIL OF THE RAILROAD TRACKS, 2 FEET EAST OF A METAL WITNESS
 HG0996'POST AND 1.5 FEET SOUTH OF A TELEGRAPH POLE.
 HG0996'
 HG0996'NOTE--REFERENCE MARKS MEASURED WITH 5 KG TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0995 ***********************************************************************
 HG0995  DESIGNATION -  BLOOM CO OP GRAIN ELEVATOR
 HG0995  PID         -  HG0995
 HG0995  STATE/COUNTY-  KS/FORD
 HG0995  USGS QUAD   -  BLOOM (1967)
 HG0995
 HG0995                         *CURRENT SURVEY CONTROL
 HG0995  ___________________________________________________________________
 HG0995* NAD 83(1997)-  37 29 17.11882(N)    099 53 47.47694(W)     ADJUSTED  
 HG0995* NAVD 88     -                                                        
 HG0995  ___________________________________________________________________
 HG0995  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 HG0995  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 HG0995
 HG0995  HORZ ORDER  -  THIRD
 HG0995
 HG0995.The horizontal coordinates were established by classical geodetic methods
 HG0995.and adjusted by the National Geodetic Survey in October 1998..
 HG0995
 HG0995
 HG0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0995
 HG0995.The geoid height was determined by GEOID03.
 HG0995
 HG0995;                    North         East     Units Scale Factor Converg.
 HG0995;SPC KS S     -   492,090.239   276,501.447   MT  0.99996385   -0 51 29.5
 HG0995;UTM  14      - 4,149,397.251   420,742.977   MT  0.99967737   -0 32 44.3
 HG0995
 HG0995                          SUPERSEDED SURVEY CONTROL
 HG0995
 HG0995  NAD 83(1997)-  37 29 17.12653(N)    099 53 47.47670(W) AD(       ) 4
 HG0995  NAD 83(1986)-  37 29 17.11808(N)    099 53 47.47715(W) AD(       ) 4
 HG0995  NAD 27      -  37 29 17.03154(N)    099 53 46.05760(W) AD(       ) 3
 HG0995
 HG0995.Superseded values are not recommended for survey control.
 HG0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0995.See file dsdata.txt to determine how the superseded data were derived.
 HG0995
 HG0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG2074349397(NAD 83)
 HG0995_MARKER: 65 = GRAIN ELEVATOR
 HG0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0995+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG0995
 HG0995  HISTORY     - Date     Condition        Report By
 HG0995  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG0995  HISTORY     - 20040821 GOOD             USPSQD
 HG0995
 HG0995                          STATION DESCRIPTION
 HG0995
 HG0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0995'THE STATION IS THE CENTER OF THE VENTILATOR ON TOP OF THE HEAD HOUSE.
 HG0995'THE ELEVATOR IS WHITE COLORED AND IS 127 FEET HIGH.  IT IS LOCATED
 HG0995'IN THE VILLAGE OF BLOOM.
 HG0995
 HG0995                          STATION RECOVERY (2004)
 HG0995
 HG0995'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HG0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1015 ***********************************************************************
 HG1015  DESIGNATION -  BLOOM MICROWAVE MAST KAH 79
 HG1015  PID         -  HG1015
 HG1015  STATE/COUNTY-  KS/FORD
 HG1015  USGS QUAD   -  KINGSDOWN (1969)
 HG1015
 HG1015                         *CURRENT SURVEY CONTROL
 HG1015  ___________________________________________________________________
 HG1015* NAD 83(1997)-  37 30 24.26340(N)    099 50 59.06987(W)     ADJUSTED  
 HG1015* NAVD 88     -                                                        
 HG1015  ___________________________________________________________________
 HG1015  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 HG1015  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 HG1015
 HG1015  HORZ ORDER  -  THIRD
 HG1015
 HG1015.The horizontal coordinates were established by classical geodetic methods
 HG1015.and adjusted by the National Geodetic Survey in October 1998..
 HG1015
 HG1015
 HG1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1015
 HG1015.The geoid height was determined by GEOID03.
 HG1015
 HG1015;                    North         East     Units Scale Factor Converg.
 HG1015;SPC KS S     -   494,099.067   280,667.991   MT  0.99996148   -0 49 46.0
 HG1015;UTM  14      - 4,151,428.172   424,897.307   MT  0.99966948   -0 31 02.6
 HG1015
 HG1015                          SUPERSEDED SURVEY CONTROL
 HG1015
 HG1015  NAD 83(1997)-  37 30 24.27139(N)    099 50 59.06970(W) AD(       ) 4
 HG1015  NAD 83(1986)-  37 30 24.26297(N)    099 50 59.06940(W) AD(       ) 4
 HG1015  NAD 27      -  37 30 24.18546(N)    099 50 57.60189(W) AD(       ) 3
 HG1015
 HG1015.Superseded values are not recommended for survey control.
 HG1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1015.See file dsdata.txt to determine how the superseded data were derived.
 HG1015
 HG1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG2489751428(NAD 83)
 HG1015_MARKER: 44 = MICROWAVE MAST
 HG1015
 HG1015  HISTORY     - Date     Condition        Report By
 HG1015  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG1015  HISTORY     - 1970     GOOD             NGS
 HG1015
 HG1015                          STATION DESCRIPTION
 HG1015
 HG1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1015'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  THE MAST IS 2-1/2
 HG1015'MILES EAST AND 1-1/2 MILES NORTH OF BLOOM.  IT IS 160 FEET HIGH AND
 HG1015'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 HG1015
 HG1015                          STATION RECOVERY (1970)
 HG1015
 HG1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG1015'THE STATION WAS RECOVERED AS DESCRIBED BY H.W. KEITH IN 1961.  THIS
 HG1015'MICROWAVE MAST IS OWNED BY MICHIGAN WISCONSIN PIPELINE COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0654 ***********************************************************************
 KG0654  DESIGNATION -  BLOOMINGTON
 KG0654  PID         -  KG0654
 KG0654  STATE/COUNTY-  KS/OSBORNE
 KG0654  USGS QUAD   -  BLOOMINGTON (1979)
 KG0654
 KG0654                         *CURRENT SURVEY CONTROL
 KG0654  ___________________________________________________________________
 KG0654* NAD 83(1997)-  39 26 43.82503(N)    098 47 14.50313(W)     ADJUSTED  
 KG0654* NAVD 88     -       480.81   (+/-2cm)    1577.5    (feet)  VERTCON   
 KG0654  ___________________________________________________________________
 KG0654  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 KG0654  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 KG0654
 KG0654  HORZ ORDER  -  THIRD
 KG0654  VERT ORDER  -  THIRD ? (See Below)
 KG0654
 KG0654.The horizontal coordinates were established by classical geodetic methods
 KG0654.and adjusted by the National Geodetic Survey in October 1998..
 KG0654
 KG0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0654.The vertical order pertains to the NGVD 29 superseded value.
 KG0654
 KG0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0654
 KG0654.The geoid height was determined by GEOID03.
 KG0654
 KG0654;                    North         East     Units Scale Factor Converg.
 KG0654;SPC KS N     -   123,759.824   332,226.839   MT  0.99996261   -0 29 53.4
 KG0654;UTM  14      - 4,366,238.435   518,296.683   MT  0.99960412   +0 08 06.4
 KG0654
 KG0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0654!SPC KS N     -   0.99992867  x   0.99996261  =   0.99989128
 KG0654!UTM  14      -   0.99992867  x   0.99960412  =   0.99953282
 KG0654
 KG0654|---------------------------------------------------------------------|
 KG0654| PID    Reference Object                     Distance      Geod. Az  |
 KG0654|                                                           dddmmss.s |
 KG0654| CN7910 BLOOMINGTON RM 2                     13.171 METERS 00029     |
 KG0654| CN7908 BLOOMINGTON AZ MK                                  0012553.1 |
 KG0654| CN7909 BLOOMINGTON RM 1                     19.345 METERS 09323     |
 KG0654|---------------------------------------------------------------------|
 KG0654
 KG0654                          SUPERSEDED SURVEY CONTROL
 KG0654
 KG0654  NAD 83(1986)-  39 26 43.83251(N)    098 47 14.50369(W) AD(       ) 3
 KG0654  NAD 27      -  39 26 43.79400(N)    098 47 13.22600(W) AD(       ) 3
 KG0654  NGVD 29 (07/19/86)  480.61   (m)         1576.8    (f) LEVELING    3  
 KG0654
 KG0654.Superseded values are not recommended for survey control.
 KG0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0654.See file dsdata.txt to determine how the superseded data were derived.
 KG0654
 KG0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1829766238(NAD 83)
 KG0654_MARKER: DS = TRIANGULATION STATION DISK
 KG0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0654
 KG0654  HISTORY     - Date     Condition        Report By
 KG0654  HISTORY     - 1950     MONUMENTED       CGS
 KG0654
 KG0654                          STATION DESCRIPTION
 KG0654
 KG0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0654'THE STATION IS LOCATED ABOUT 0.75 MILE SOUTH OF BLOOMINGTON,
 KG0654'250 YARDS NORTH OF SOUTH FORK OF THE SOLOMON RIVER AND ON THE
 KG0654'RIGHT-OF-WAY OF A NORTH AND SOUTH SECTION LINE ROAD.  IT IS
 KG0654'36.0 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 9.5 FEET
 KG0654'SOUTH OF A TRIANGLE BLAZED POWER LINE POLE AND 6.0 FEET
 KG0654'SOUTH OF A WITNESS POST.  IT IS STAMPED BLOOMINGTON 1950 AND
 KG0654'PROJECTS 3 INCHES.
 KG0654'
 KG0654'REFERENCE MARK NO. 1 IS 29.0 FEET EAST OF THE CENTER OF A
 KG0654'GRAVELED ROAD, 18.0 FEET NORTH OF A TELEPHONE POLE AND 1.0
 KG0654'FOOT WEST OF A FENCE LINE.  IT IS STAMPED BLOOMINGTON NO 1 1950
 KG0654'AND PROJECTS 3 INCHES.
 KG0654'
 KG0654'REFERENCE MARK NO. 2 IS 36.0 FEET WEST OF THE CENTER OF A
 KG0654'GRAVELED ROAD.  IT IS STAMPED BLOOMINGTON NO 2 1950 AND
 KG0654'PROJECTS 3 INCHES.
 KG0654'
 KG0654'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 78.57 FEET.
 KG0654'
 KG0654'THE AZIMUTH MARK IS 30.0 FEET EAST OF THE CENTER OF A GRAVELED
 KG0654'ROAD, 18.5 FEET WEST OF THE SOUTHWEST CORNER OF BARN, 4.0
 KG0654'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CORRAL, 2.0
 KG0654'FEET WEST OF A TELEPHONE POLE AND 1.5 FEET SOUTH OF A WITNESS
 KG0654'POST.  IT IS STAMPED BLOOMINGTON 1950 AND PROJECTS 3 INCHES.
 KG0654'
 KG0654'TO REACH THE STATION FROM CROSSROADS EAST OF THE RAILROAD STATION
 KG0654'IN BLOOMINGTON, TURN RIGHT AND GO SOUTH ON GRAVELED ROAD
 KG0654'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KG0654'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.5 MILE TO THE STATION
 KG0654'ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0623 ***********************************************************************
 KG0623  DESIGNATION -  BLUE
 KG0623  PID         -  KG0623
 KG0623  STATE/COUNTY-  KS/MITCHELL
 KG0623  USGS QUAD   -  BLUE HILL (1978)
 KG0623
 KG0623                         *CURRENT SURVEY CONTROL
 KG0623  ___________________________________________________________________
 KG0623* NAD 83(1997)-  39 16 27.18886(N)    098 21 36.44928(W)     ADJUSTED  
 KG0623* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 KG0623  ___________________________________________________________________
 KG0623  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 KG0623  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 KG0623
 KG0623  HORZ ORDER  -  SECOND
 KG0623
 KG0623.The horizontal coordinates were established by classical geodetic methods
 KG0623.and adjusted by the National Geodetic Survey in October 1998..
 KG0623
 KG0623.The orthometric height was scaled from a topographic map.
 KG0623
 KG0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0623
 KG0623.The geoid height was determined by GEOID03.
 KG0623
 KG0623;                    North         East     Units Scale Factor Converg.
 KG0623;SPC KS N     -   104,510.975   368,925.878   MT  0.99995694   -0 13 40.3
 KG0623;UTM  14      - 4,347,402.797   555,193.639   MT  0.99963751   +0 24 18.3
 KG0623
 KG0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0623!SPC KS N     -   0.99992884  x   0.99995694  =   0.99988579
 KG0623!UTM  14      -   0.99992884  x   0.99963751  =   0.99956638
 KG0623
 KG0623|---------------------------------------------------------------------|
 KG0623| PID    Reference Object                     Distance      Geod. Az  |
 KG0623|                                                           dddmmss.s |
 KG0623| CN7912 BLUE RM 1                            17.447 METERS 08048     |
 KG0623| CN7913 BLUE RM 2                            15.328 METERS 20125     |
 KG0623| KG0620 HUNTER MUNICIPAL STANDPIPE          APPROX. 5.1 KM 2171339.4 |
 KG0623| CN7911 BLUE AZ MK                                         2735118.7 |
 KG0623| KG0583 CAWKER CITY MUNICIPAL TANK          APPROX.26.9 KM 3465130.2 |
 KG0623|---------------------------------------------------------------------|
 KG0623
 KG0623                          SUPERSEDED SURVEY CONTROL
 KG0623
 KG0623  NAD 83(1986)-  39 16 27.19703(N)    098 21 36.44994(W) AD(       ) 2
 KG0623  NAD 27      -  39 16 27.16600(N)    098 21 35.23500(W) AD(       ) 2
 KG0623
 KG0623.Superseded values are not recommended for survey control.
 KG0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0623.See file dsdata.txt to determine how the superseded data were derived.
 KG0623
 KG0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ5519447403(NAD 83)
 KG0623_MARKER: DS = TRIANGULATION STATION DISK
 KG0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0623
 KG0623  HISTORY     - Date     Condition        Report By
 KG0623  HISTORY     - 1950     MONUMENTED       CGS
 KG0623  HISTORY     - 1969     GOOD             CGS
 KG0623
 KG0623                          STATION DESCRIPTION
 KG0623
 KG0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0623'THE STATION IS LOCATED ABOUT 5.75 MILES EAST AND 4.0 MILES
 KG0623'SOUTH OF TIPTON AND 3.0 MILES NORTH AND 1.75 MILES EAST OF
 KG0623'HUNTER ON THE MOST SOUTHEASTERLY OF A GROUP OF HILLS KNOWN LOCALLY
 KG0623'AS THE BLUE HILLS.  IT IS ON LAND OWNED BY MR. PETE REICH.
 KG0623'IT IS NOT ON THE HIGHEST POINT OF THE HILL AS THERE IS SLIGHTLY
 KG0623'HIGHER GROUND ABOUT 100 YARDS TO THE NORTH-NORTHEAST WHICH IS
 KG0623'UNDER CULTIVATION.  IT IS 115.0 FEET EAST OF A STONE CORNER
 KG0623'POST AT THE SOUTHWEST CORNER OF A FIELD, 52.0 FEET WEST OF A
 KG0623'FENCE CORNER, AND 10.0 FEET SOUTH EAST OF A WITNESS POST AND
 KG0623'8.0 FEET WEST OF A FENCE.  IT IS SET FLUSH AND IS STAMPED BLUE
 KG0623'1950.
 KG0623'
 KG0623'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST SLOPE OF THE HILL
 KG0623'ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION AND 8.0 FEET
 KG0623'EAST-SOUTHEAST OF A FENCE CORNER.  IT PROJECTS 3 INCHES AND IS
 KG0623'STAMPED BLUE NO 1 1950.
 KG0623'
 KG0623'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTH SLOPE OF THE HILL
 KG0623'ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS
 KG0623'3 INCHES AND IS STAMPED BLUE NO 2 1950.
 KG0623'
 KG0623'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KG0623'NO. 2 IS 93.5 FEET.
 KG0623'
 KG0623'THE AZIMUTH MARK IS 23.0 FEET WEST OF THE CENTER OF A GRADED
 KG0623'ROAD, 9.0 FEET SOUTH OF A TELEPHONE POLE, AND 2.0 FEET EAST
 KG0623'OF A STONE CORNER POST OF A T FENCE AND 1.0 FOOT EAST OF A
 KG0623'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED BLUE 1950.
 KG0623'
 KG0623'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE IN
 KG0623'GLEN ELDER, GO SOUTH ON A GRAVEL ROAD FOR 5.45 MILES TO A
 KG0623'CROSSROAD, TURN RIGHT AND GO WEST FOR 1.55 MILES TO A CROSSROAD,
 KG0623'TURN LEFT AND GO SOUTH FOR 5.1 MILES TO A T INTERSECTION, TURN
 KG0623'RIGHT AND GO WEST FOR 1.0 MILE TO A T INTERSECTION, TURN LEFT
 KG0623'AND GO SOUTH FOR 1.05 MILES TO A T ROAD RIGHT, HERE CONTINUE
 KG0623'SOUTH AND WEST ON THE MAIN ROAD FOR 2.3 MILES TO A T
 KG0623'INTERSECTION, TURN RIGHT AND GO WEST FOR 0.2 MILE TO A FORK,
 KG0623'TAKE LEFT FORK AND GO SOUTH AND WEST ON THE MAIN ROAD FOR
 KG0623'1.05 MILE TO A FORK, TURN LEFT AND GO SOUTH FOR 1.25 MILES TO
 KG0623'A WIRE GATE ON THE LEFT JUST SOUTH OF A POWERLINE BRACE POLE
 KG0623'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN SHARP
 KG0623'LEFT THROUGH WIRE GATE, THEN TURN RIGHT AND FOLLOW ALONG THE
 KG0623'WEST EDGE OF A CULTIVATED FIELD FOR 0.1 MILE THENCE LEFT
 KG0623'ALONG THE SOUTH EDGE OF A CULTIVATED FIELD FOR 0.15 MILE TO A
 KG0623'WIRE GATE IN A NORTH-SOUTH FENCE, PASS THROUGH WIRE
 KG0623'GATE AND PICK WAY EASTERLY ACROSS PASTURE FOR 0.25 MILE TO THE
 KG0623'TOP OF HILL AND THE STATION AS DESCRIBED.
 KG0623'
 KG0623'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 KG0623
 KG0623                          STATION RECOVERY (1969)
 KG0623
 KG0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0623'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KG0623'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 KG0623'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 KG0623'ADEQUATE FOR RECOVERY.
 KG0623'
 KG0623'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 KG0623'
 KG0623'TO REACH THE STATION FROM THE POST OFFICE IN HUNTER, GO EAST ON A
 KG0623'SURFACED ROAD FOR 0.95 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH
 KG0623'ON A DIRT ROAD FOR 2.05 MILES TO A T-INTERSECTION.  TURN RIGHT AND
 KG0623'GO EAST ON A DIRT ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT.
 KG0623'TURN LEFT AND GO NORTH ON A DIRT ROAD FOR 0.95 MILE TO A WIRE
 KG0623'GATE AND THE AZIMUTH MARK ABOUT 300 FEET SOUTH-SOUTHWEST OF THE
 KG0623'GATE.  PASS THROUGH THE GATE AND GO EASTERLY THROUGH PASTURE FOR 0.25
 KG0623'MILE TO THE TOP OF THE HILL AND THE STATION.
 KG0623'
 KG0623'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES NORTH
 KG0623'AND 1.75 MILES EAST OF HUNTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1158 ***********************************************************************
 KF1158  DESIGNATION -  BLUE
 KF1158  PID         -  KF1158
 KF1158  STATE/COUNTY-  KS/MARSHALL
 KF1158  USGS QUAD   -  BLUE RAPIDS (1983)
 KF1158
 KF1158                         *CURRENT SURVEY CONTROL
 KF1158  ___________________________________________________________________
 KF1158* NAD 83(1997)-  39 39 50.33334(N)    096 38 48.97336(W)     ADJUSTED  
 KF1158* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 KF1158  ___________________________________________________________________
 KF1158  LAPLACE CORR-          -9.35  (seconds)                    DEFLEC99
 KF1158  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 KF1158
 KF1158  HORZ ORDER  -  THIRD
 KF1158
 KF1158.The horizontal coordinates were established by classical geodetic methods
 KF1158.and adjusted by the National Geodetic Survey in October 1998..
 KF1158
 KF1158.The orthometric height was scaled from a topographic map.
 KF1158
 KF1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1158
 KF1158.The geoid height was determined by GEOID03.
 KF1158
 KF1158;                    North         East     Units Scale Factor Converg.
 KF1158;SPC KS N     -   148,588.265   516,101.300   MT  0.99998281   +0 51 22.0
 KF1158;UTM  14      - 4,393,109.929   701,848.426   MT  1.00010163   +1 30 08.7
 KF1158
 KF1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1158!SPC KS N     -   0.99993967  x   0.99998281  =   0.99992248
 KF1158!UTM  14      -   0.99993967  x   1.00010163  =   1.00004129
 KF1158
 KF1158|---------------------------------------------------------------------|
 KF1158| PID    Reference Object                     Distance      Geod. Az  |
 KF1158|                                                           dddmmss.s |
 KF1158| CL6917 BLUE RM 1                            12.113 METERS 04530     |
 KF1158| KF1146 IRVING MUNICIPAL TANK               APPROX. 5.2 KM 1232542.3 |
 KF1158| CL6918 BLUE RM 2                            12.106 METERS 15158     |
 KF1158| CL6919 BLUE RM 3                            12.250 METERS 15357     |
 KF1158| KF1163 BARNES MUNICIPAL TANK               APPROX.20.2 KM 2862126.3 |
 KF1158| KF1159 BLUE RAPIDS MUN RESERVOIR           APPROX. 1.1 KM 2933953.9 |
 KF1158| CL6915 BLUE AZ MK                                         3081404.9 |
 KF1158| CL6916 BLUE AZ MK 2                                       3082154.9 |
 KF1158|---------------------------------------------------------------------|
 KF1158
 KF1158                          SUPERSEDED SURVEY CONTROL
 KF1158
 KF1158  NAD 83(1997)-  39 39 50.33656(N)    096 38 48.97273(W) AD(       ) 3
 KF1158  NAD 83(1986)-  39 39 50.33979(N)    096 38 48.97028(W) AD(       ) 3
 KF1158  NAD 27      -  39 39 50.36000(N)    096 38 47.91500(W) AD(       ) 3
 KF1158
 KF1158.Superseded values are not recommended for survey control.
 KF1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1158.See file dsdata.txt to determine how the superseded data were derived.
 KF1158
 KF1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0184893110(NAD 83)
 KF1158_MARKER: DS = TRIANGULATION STATION DISK
 KF1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1158
 KF1158  HISTORY     - Date     Condition        Report By
 KF1158  HISTORY     - 1947     MONUMENTED       CGS
 KF1158  HISTORY     - 1965     GOOD             CGS
 KF1158  HISTORY     - 1966     GOOD             CGS
 KF1158  HISTORY     - 1976     GOOD             NGS
 KF1158
 KF1158                          STATION DESCRIPTION
 KF1158
 KF1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1158'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH AND 0.5 MILE EAST
 KF1158'OF BLUE RAPIDS NEAR THE SOUTH END OF A HIGH FLAT TOPPED HILL AND
 KF1158'ON LAND OWNED AND OCCUPIED BY MR. KESTER HAMMAT.  IT IS ABOUT
 KF1158'200 FEET NORTH OF THE SOUTH SLOPE OF THE HILL AND 7 FEET
 KF1158'SOUTHEAST OF A WHITE WITNESS POST.  IT IS STAMPED BLUE 1947 AND
 KF1158'PROJECTS 4 INCHES.
 KF1158'
 KF1158'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION AND ON THE SAME
 KF1158'ELEVATION AS STATION MARK.  IT IS STAMPED BLUE NO 1 1947 AND
 KF1158'PROJECTS 18 INCHES.
 KF1158'
 KF1158'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION AND ON THE SAME
 KF1158'ELEVATION AS STATION MARK.  IT IS STAMPED BLUE NO 2 1947
 KF1158'AND PROJECTS 12 INCHES.
 KF1158'
 KF1158'THE AZIMUTH MARK IS ABOUT 0.6 MILE WEST-NORTHWEST OF THE STATION,
 KF1158'150 FEET WEST OF A WHITE DOUBLE GATE, 18 FEET NORTH OF EAST-WEST
 KF1158'FENCE LINE, 15 FEET SOUTH OF THE CENTER OF THE GRAVELED DRIVE
 KF1158'WAY AND 3 FEET WEST OF WHITE WITNESS POST.  IT IS STAMPED
 KF1158'BLUE 1947 AND PROJECTS 3 INCHES.
 KF1158'
 KF1158'TO REACH THE STATION FROM THE CENTER OF BLUE RAPIDS, GO SOUTH
 KF1158'ON STATE ROUTE NO 113 FOR 0.4 MILE TO FORK WHERE HIGHWAY 113
 KF1158'CURVES LEFT, KEEP RIGHT FORK STRAIGHT AHEAD FOR 0.2 MILE TO A
 KF1158'PRIVATE ROAD LEFT, TURN LEFT ON PRIVATE ROAD FOR 0.15 MILE TO
 KF1158'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTHEAST
 KF1158'ON PRIVATE ROAD FOR 0.3 MILE TO DRIVEWAY RIGHT LEADING TO THE
 KF1158'HOME OF MR. HAMMET, CONTINUE STRAIGHT AHEAD ON FARM ROAD,
 KF1158'CROSSING SMALL CREEK, THENCE RIGHT ON FARM ROAD PASSING
 KF1158'THROUGH TWO WIRE GATES AND AROUND OLD CONCRETE FOUNDATIONS FOR
 KF1158'0.2 MILE TO A BOARD GATE IN SOUTHEAST CORNER, PASS THROUGH
 KF1158'GATE AND CONTINUE SOUTHEAST ACROSS PASTURE FOR 0.1 MILE
 KF1158'TO ANOTHER GATE IN WIRE FENCE LINE ON THE LEFT, PASS THROUGH
 KF1158'GATE AND CONTINUE IN A NORTHEASTERLY DIRECTION
 KF1158'AROUND THE SOUTH SLOPE OF THE HILL TO THE NORTH END, THENCE
 KF1158'SHARP LEFT TO THE TOP AND STATION ON THE SOUTH END AS
 KF1158'DESCRIBED.
 KF1158'
 KF1158'A 74 FOOT SIGNAL AT STATION JOHNSTON IS V.G.
 KF1158'
 KF1158'A 74 FOOT SIGNAL AT STATION BIGELOW IS V.G.
 KF1158'
 KF1158'A 4 FOOT SIGNAL AT STATION IRVING IS V.G.
 KF1158'
 KF1158'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 KF1158
 KF1158                          STATION RECOVERY (1965)
 KF1158
 KF1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1158'THE STATION MARK, REFERENCE MARKS NO. 1 WERE RECOVERED AS
 KF1158'DESCRIBED AND FOUND TO BE IN GOOD CONDITION, A METAL POST WAS
 KF1158'SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 KF1158'
 KF1158'REFERENCE MARK NO. 2 HAS BEEN DESTROYED, THE PIPE HAS BEEN
 KF1158'HIT AND IS BENT OVER AND THE DISK BROKEN OFF THE PIPE.
 KF1158'
 KF1158'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KF1158
 KF1158                          STATION RECOVERY (1966)
 KF1158
 KF1158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1158'STATION RECOVERED AS DESCRIBED AND STATION, R.M. NO. 1 AND
 KF1158'THE AZIMUTH MARK FOUND IN GOOD CONDITION.  R.M. NO. 2 HAD BEEN
 KF1158'DESTROYED AND A NEW REFERENCE MARK WAS ESTABLISHED.
 KF1158'
 KF1158'TO REACH FROM BLUE RAPIDS, FROM THE SOUTH SIDE OF THE PARK NEAR
 KF1158'THE CENTER OF TOWN, GO SOUTH ON MAIN SURFACED ROAD FOR 0.65 MILE
 KF1158'TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST AND SOUTHEAST FOR
 KF1158'0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.25
 KF1158'MILE TO THE ENTRANCE TO A FARMHOUSE ON THE RIGHT, CONTINUE EAST
 KF1158'FOR 0.15 MILE TO A SIDE ROAD RIGHT JUST AFTER CROSSING BRIDGE,
 KF1158'TURN RIGHT AND CONTINUE ON PRIVATE ROAD FOR 0.2 MILE TO A BOARD
 KF1158'GATE, PASS THROUGH GATE THEN TURN LEFT AND GO EAST AND SOUTH
 KF1158'AROUND SOME OLD FARM BUILDINGS FOR 0.1 MILE TO A GATE AT A
 KF1158'CONCRETE GATE POST, PASS THROUGH GATE THEN TURN LEFT ACROSS
 KF1158'A SMALL DITCH THEN RIGHT AND GO SOUTH ALONG WEST SIDE OF
 KF1158'FENCE FOR 0.15 MILE TO A WIRE GATE AT SOUTHWEST CORNER OF
 KF1158'PASTURE, GO THROUGH GATE AND GO EAST ALONG NORTH SIDE OF
 KF1158'FENCE FOR 0.15 MILE, TURN LEFT AND GO NORTHWEST FOR 0.1
 KF1158'MILE TO TOP OF HILL AND STATION.
 KF1158'
 KF1158'THE STATION IS NEAR THE CENTER OF THE SOUTH PART OF THE HILL.
 KF1158'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BLUE 1947.
 KF1158'
 KF1158'R.M. NO. 1 IS SET IN THE TOP OF A 3-INCH PIPE WHICH PROJECTS
 KF1158'18 INCHES.  THE DISK IS STAMPED BLUE NO 1 1947.
 KF1158'
 KF1158'R.M. NO. 3 IS SOUTHEAST OF THE STATION AT ABOUT THE SAME
 KF1158'ELEVATION.  IT IS ABOUT 1.5 FEET SOUTHWEST OF A BENT PIPE WHICH
 KF1158'WAS FORMERLY R.M. NO. 2.  THE MARK IS IN THE TOP OF A ROUND
 KF1158'CONCRETE POST AND THE DISK IS STAMPED BLUE NO 3 1947.
 KF1158'
 KF1158'THE AZIMUTH MARK IS 18 FEET NORTH OF AN EAST-WEST FENCE LINE,
 KF1158'15 FEET SOUTH OF THE CENTERLINE OF THE PRIVATE ROAD AND 1 FOOT
 KF1158'SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES
 KF1158'AND THE DISK IS STAMPED BLUE 1947.
 KF1158
 KF1158                          STATION RECOVERY (1976)
 KF1158
 KF1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KF1158'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 KF1158'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD CONSTRUCTION,
 KF1158'THE AZIMUTH MARK WILL BE DESTROYED.  THIS DATE A NEW AZIMUTH MARK
 KF1158'WAS ESTABLISHED AND THE DISK WAS RECLAIMED FROM THE ORIGINAL
 KF1158'AZIMUTH MARK CONCRETE MONUMENT.  THE DISTANCES AND DIRECTION TO
 KF1158'THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1966 DATA.  DUE TO
 KF1158'ADVERSE WEATHER CONDITION AND A DIFFICULT STATION TO TRAVEL
 KF1158'TOO, THE DISTANCE TO THE AZIMUTH MARK 2 WAS NOT MEASURED THIS DATE.
 KF1158'THE 1966 DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE ADDITIONAL
 KF1158'INFORMATION BELOW AND A DESCRIPTION FOR THE AZIMUTH MARK 2.
 KF1158'
 KF1158'THE STATION IS LOCATED ON PROPERTY OWNED BY DR. HAROLD LAWLESS,
 KF1158'BLUE RAPIDS, KNS. 66411 AND RENTED BY MR. FRITZ BLASKE, BOX 233,
 KF1158'BLUE RAPIDS, KNS. AND MR. BLASKE LIVES WEST OF THE STATION AT THE
 KF1158'BASE OF THE LARGE HILL.
 KF1158'
 KF1158'THE AZIMUTH MARK 2 IS A STANDARD DISK STAMPED BLUE 1947 AZ 2 1976,
 KF1158'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KF1158'FLUSH WITH THE GROUND SURFACE.  IT IS 95 FEET EAST OF A CONCRETE
 KF1158'FENCE POST, 17 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 12
 KF1158'FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE
 KF1158'AND 1 FOOT EAST OF A METAL WITNESS POST.
 KF1158'
 KF1158'TO REACH THE AZIMUTH MARK 2 FROM THE SOUTH SIDE OF THE PARK NEAR THE
 KF1158'CENTER OF THE TOWN OF BLUE RAPIDS, GO SOUTH ON MAIN SURFACED ROAD
 KF1158'FOR 0.65 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 KF1158'EASTERLY ON A GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK 2 ON
 KF1158'THE RIGHT.
 KF1158'
 KF1158'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES S
 KF1158'AND 1/2 MILE E OF BLUE RAPIDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0821 ***********************************************************************
 JG0821  DESIGNATION -  BLUE HILL RESET
 JG0821  PID         -  JG0821
 JG0821  STATE/COUNTY-  KS/ELLIS
 JG0821  USGS QUAD   -  GORHAM (1967)
 JG0821
 JG0821                         *CURRENT SURVEY CONTROL
 JG0821  ___________________________________________________________________
 JG0821* NAD 83(1997)-  38 58 57.30732(N)    099 05 59.24666(W)     ADJUSTED  
 JG0821* NAVD 88     -       652.9    (meters)    2142.     (feet)  VERTCON   
 JG0821  ___________________________________________________________________
 JG0821  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 JG0821  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0821
 JG0821  HORZ ORDER  -  FIRST
 JG0821
 JG0821.The horizontal coordinates were established by classical geodetic methods
 JG0821.and adjusted by the National Geodetic Survey in October 1998..
 JG0821
 JG0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0821
 JG0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0821
 JG0821.The geoid height was determined by GEOID03.
 JG0821
 JG0821;                    North         East     Units Scale Factor Converg.
 JG0821;SPC KS N     -    72,652.544   304,711.151   MT  0.99996774   -0 41 45.1
 JG0821;SPC KS S     -   657,219.678   348,024.255   MT  1.00010880   -0 22 06.9
 JG0821;UTM  14      - 4,314,848.800   491,356.826   MT  0.99960092   -0 03 46.0
 JG0821
 JG0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0821!SPC KS N     -   0.99990165  x   0.99996774  =   0.99986940
 JG0821!SPC KS S     -   0.99990165  x   1.00010880  =   1.00001044
 JG0821!UTM  14      -   0.99990165  x   0.99960092  =   0.99950261
 JG0821
 JG0821:                Primary Azimuth Mark                     Grid Az
 JG0821:SPC KS N     -  BLUE HILL AZ MK                          135 07 51.6
 JG0821:SPC KS S     -  BLUE HILL AZ MK                          134 48 13.4
 JG0821:UTM  14      -  BLUE HILL AZ MK                          134 29 52.5
 JG0821
 JG0821|---------------------------------------------------------------------|
 JG0821| PID    Reference Object                     Distance      Geod. Az  |
 JG0821|                                                           dddmmss.s |
 JG0821| CK8987 BLUE HILL AZ MK                                    1342606.5 |
 JG0821| CK8990 BLUE HILL WP SOUTH                    2.445 METERS 18007     |
 JG0821| CK8988 BLUE HILL RM 3                       25.509 METERS 25450     |
 JG0821| CK8989 BLUE HILL WP NORTH                    2.412 METERS 35911     |
 JG0821|---------------------------------------------------------------------|
 JG0821
 JG0821                          SUPERSEDED SURVEY CONTROL
 JG0821
 JG0821  NAD 83(1986)-  38 58 57.31463(N)    099 05 59.24692(W) AD(       ) 1
 JG0821  NAD 27      -  38 58 57.27300(N)    099 05 57.90600(W) AD(       ) 1
 JG0821  NGVD 29 (07/19/86)  652.7    (m)         2141.     (f) VERT ANG       
 JG0821
 JG0821.Superseded values are not recommended for survey control.
 JG0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0821.See file dsdata.txt to determine how the superseded data were derived.
 JG0821
 JG0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ9135714849(NAD 83)
 JG0821_MARKER: DS = TRIANGULATION STATION DISK
 JG0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0821
 JG0821  HISTORY     - Date     Condition        Report By
 JG0821  HISTORY     - 1892     MONUMENTED       CGS
 JG0821  HISTORY     - 1934     GOOD             CGS
 JG0821  HISTORY     - 1937     MARK NOT FOUND   LOCENG
 JG0821  HISTORY     - 1950     SEE DESCRIPTION  CGS
 JG0821
 JG0821                          STATION DESCRIPTION
 JG0821
 JG0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (FDG)
 JG0821'ABOUT 8 MILES NORTH AND 1-1/2 MILES WEST OF WALKER, IN A LARGE
 JG0821'PASTURE, ON A PROMINENT RIDGE FORMING PART OF THE BLUE HILLS, IN
 JG0821'THE S 1/2 SEC. 21, T. 12 S., R. 16 W.  THE UNDERGROUND AND
 JG0821'WITNESS MARKS ARE DESCRIBED.
 JG0821'THE STATION MARK IS A STANDARD BRONZE TABLET IN A CONCRETE
 JG0821'BLOCK PROJECTING 3 INCHES ABOVE THE SURFACE.  THE TWO WITNESS
 JG0821'POSTS ARE 8 FEET NORTH AND SOUTH OF THE STATION.  THE FOLLOWING
 JG0821'DISTANCES AND BEARINGS ARE FROM THE STATION- RAVINE, 34.1
 JG0821'METERS (112 FEET), S 63 DEG 46 MIN W, THE HEAD OF RAVINE 46.9
 JG0821'METERS (154 FEET), N 46 DEG 26 MIN W, THE HEAD OF A RAVINE,
 JG0821'104.2 METERS (342 FEET), S 71 DEG 26 MIN E, THE HEAD OF A
 JG0821'RAVINE, 64.9 METERS (213 FEET), N 74 DEG 25 MIN E, AND AN OLD
 JG0821'SOD HOUSE, S 19 DEG 01 MIN E.
 JG0821
 JG0821                          STATION RECOVERY (1934)
 JG0821
 JG0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0821'ABOUT 8 MILES NORTH AND 1-1/2 MILES WEST OF WALKER IN A LARGE
 JG0821'PASTURE, ON A RIDGE FORMING A PART OF THE BLUE HILLS.  THE
 JG0821'UNDERGROUND AND WITNESS MARKS ARE DESCRIBED.
 JG0821'THE STATION MARK IS A STANDARD BRONZE TABLET IN A 12-INCH
 JG0821'SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 3 INCHES.  THE
 JG0821'FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION- HEAD OF
 JG0821'RAVINE, 100 FEET WEST, PRONG OF SAME RAVINE, 34.1 METERS
 JG0821'(112 FEET), S 63 DEG 46 MIN W, HEAD OF A RAVINE 46.9 METERS
 JG0821'(154 FEET),  N 46 DEG 26 MIN W, HEAD OF A RAVINE 104.2 METERS (342
 JG0821'FEET), S 71 DEG 26 MIN E, HEAD OF A RAVINE 64.9 METERS (213 FEET),
 JG0821'N 74 DEG 25 MIN E, NORTHWEST CORNER POST OF A FENCED CULTIVATED
 JG0821'FIELD, 35 YARDS SOUTH (MAGNETIC), GRANARY, ABOUT 260
 JG0821'YARDS, S. 75 DEG E. (MAGNETIC).
 JG0821
 JG0821                          STATION RECOVERY (1937)
 JG0821
 JG0821'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 JG0821'RECOVERED.  THE BRONZE TABLET IS NOT TO BE FOUND, AND THE CONCRETE
 JG0821'IS BADLY CRACKED.  THE STATION IS IN THE NORTHEAST QUARTER OF
 JG0821'SEC. 28, T. 12 S., R. 16 W., AND NOT IN THE SOUTHERN HALF OF SEC.
 JG0821'21, T. 12 S., R. 16 W.
 JG0821
 JG0821                          STATION RECOVERY (1950)
 JG0821
 JG0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0821'WITNESS POST NORTH AND WITNESS POST SOUTH WERE RECOVERED AND
 JG0821'FOUND IN GOOD CONDITION.
 JG0821'
 JG0821'A NEW STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE
 JG0821'ESTABLISHED, THE SURFACE MARK WAS PLUMBED OVER THE UNDERGROUND
 JG0821'MARK.
 JG0821'
 JG0821'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JG0821'
 JG0821'THE STATION IS LOCATED ABOUT 9.0 MILES NORTH-NORTHEAST OF
 JG0821'VICTORIA, 8.0 MILES NORTH AND 1.5 MILES WEST OF WALKER IN A LARGE
 JG0821'PASTURE AND ON A RIDGE FORMING A PART OF THE BLUE HILLS.  IT
 JG0821'IS 115.0 FEET NORTH-NORTHWEST OF CORNER POST IN THE NORTHWEST
 JG0821'CORNER OF A CULTIVATED FIELD.  IT IS STAMPED BLUE HILL 1892 1950
 JG0821'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 JG0821'
 JG0821'WITNESS POST SOUTH IS THE SAME ELEVATION AS THE STATION.  IT
 JG0821'IS A DIAMOND SHAPE STONE POST WITH AN ARROW ON THE TOP OF THE
 JG0821'POST.
 JG0821'
 JG0821'WITNESS POST NORTH IS ABOUT 1 INCH BELOW THE SURFACE OF THE
 JG0821'GROUND.  IT IS A DIAMOND SHAPE STONE POST WITH AN ARROW ON THE
 JG0821'TOP OF THE POST.
 JG0821'
 JG0821'REFERENCE MARK NO. 3 IS THE SAME ELEVATION AS THE STATION.
 JG0821'IT IS STAMPED BLUE HILL NO 3 1950 AND SET FLUSH WITH THE SURFACE
 JG0821'GROUND.
 JG0821'
 JG0821'THE AZIMUTH MARK IS 26.0 FEET WEST OF THE CENTER OF A DIRT ROAD,
 JG0821'1.5 FEET NORTH OF A WITNESS POST AND 1.0 FOOT EAST OF A
 JG0821'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BLUE HILL 1950 AND
 JG0821'PROJECTS 4 INCHES.
 JG0821'
 JG0821'TO REACH THE STATION FROM THE POST OFFICE IN PLAINVILLE, GO EAST
 JG0821'ON MAIN STREET FOR 0.15 MILE TO U.S. HIGHWAY NO. 183, TURN
 JG0821'RIGHT AND GO SOUTH ON U.S. HIGHWAY NO. 183 FOR 9.3 MILES TO
 JG0821'CROSSROAD AT A ROCK HOUSE IN THE NORTHEAST ANGLE.  TURN LEFT AND
 JG0821'GO EAST FOR 6.15 MILES TO A T-ROAD RIGHT, CONTINUE EAST ON MAIN
 JG0821'ROAD FOR 4.4 MILES TO A T-INTERSECTION, TURN RIGHT AND GO SOUTH
 JG0821'AND EAST ON MAIN ROAD FOR 1.55 MILES TO A T-INTERSECTION,
 JG0821'TURN RIGHT AND GO SOUTH FOR 5.15 MILES TO CROSSROAD AT THE
 JG0821'BLUE HILL SCHOOL IN THE NORTHWEST ANGLE, CONTINUE SOUTH FOR
 JG0821'2.55 MILES TO A WIRE GATE ON THE RIGHT AT TOP OF HILL.
 JG0821'(CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO THE AZIMUTH MARK ON
 JG0821'THE RIGHT AS DESCRIBED.) TURN RIGHT THROUGH GATE AND
 JG0821'GO WEST AND NORTH ON TRACK ROAD FOR 0.3 MILE TO A FENCE
 JG0821'CORNER ON THE LEFT, TURN LEFT AROUND FENCE CORNER AND GO
 JG0821'WESTERLY ALONG NORTH SIDE OF THE FENCE FOR 0.15 MILE TO THE
 JG0821'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1634 ***********************************************************************
 JE1634  DESIGNATION -  BLUE MOUND
 JE1634  PID         -  JE1634
 JE1634  STATE/COUNTY-  KS/DOUGLAS
 JE1634  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1634
 JE1634                         *CURRENT SURVEY CONTROL
 JE1634  ___________________________________________________________________
 JE1634* NAD 83(1997)-  38 54 15.95538(N)    095 10 55.94166(W)     ADJUSTED  
 JE1634* NAVD 88     -       321.9    (meters)    1056.     (feet)  VERTCON   
 JE1634  ___________________________________________________________________
 JE1634  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JE1634  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JE1634
 JE1634  HORZ ORDER  -  SECOND
 JE1634
 JE1634.The horizontal coordinates were established by classical geodetic methods
 JE1634.and adjusted by the National Geodetic Survey in October 1998..
 JE1634
 JE1634.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1634
 JE1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1634
 JE1634.The geoid height was determined by GEOID03.
 JE1634
 JE1634;                    North         East     Units Scale Factor Converg.
 JE1634;SPC KS N     -    67,200.435   644,377.832   MT  0.99997501   +1 46 58.3
 JE1634;SPC KS S     -   653,496.014   687,758.309   MT  1.00008430   +2 02 20.0
 JE1634;UTM  15      - 4,308,435.066   310,775.258   MT  1.00004092   -1 22 15.2
 JE1634
 JE1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1634!SPC KS N     -   0.99995449  x   0.99997501  =   0.99992950
 JE1634!SPC KS S     -   0.99995449  x   1.00008430  =   1.00003879
 JE1634!UTM  15      -   0.99995449  x   1.00004092  =   0.99999541
 JE1634
 JE1634                          SUPERSEDED SURVEY CONTROL
 JE1634
 JE1634  NAD 83(1986)-  38 54 15.96314(N)    095 10 55.94203(W) AD(       ) 2
 JE1634  NAD 27      -  38 54 15.94780(N)    095 10 55.04286(W) AD(       ) 2
 JE1634  NGVD 29 (07/19/86)  321.8    (m)         1056.     (f) VERT ANG       
 JE1634
 JE1634.Superseded values are not recommended for survey control.
 JE1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1634.See file dsdata.txt to determine how the superseded data were derived.
 JE1634
 JE1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD1077508435(NAD 83)
 JE1634_MARKER: V = STONE MONUMENT
 JE1634_SETTING: 0 = UNSPECIFIED SETTING
 JE1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1634
 JE1634  HISTORY     - Date     Condition        Report By
 JE1634  HISTORY     - 1887     MONUMENTED       CGS
 JE1634  HISTORY     - 1934     MARK NOT FOUND   CGS
 JE1634  HISTORY     - 1938     GOOD             CGS
 JE1634
 JE1634                          STATION DESCRIPTION
 JE1634
 JE1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (FDG)
 JE1634'ON A PROMINENT HILL ABOUT 8 MILES SOUTHEAST OF LAWRENCE IN THE
 JE1634'SW 1/4 SEC. 22, T. 22 S., R. 13 E., ON LAND BELONGING (1887) TO
 JE1634'OBADIAH STETT.  THE UNDERGROUND MARK IS A WHITE GLASS BOTTLE
 JE1634'FILLED WITH ASHES AND BURIED ABOUT 3 FEET BELOW THE SURFACE.
 JE1634'THE SURFACE MARK IS A LIMESTONE POST 2-1/2 FEET LONG AND 6 INCHES
 JE1634'SQUARE AT THE TOP, BURIED FLUSH WITH THE GROUND, AND MARKED WITH
 JE1634'THE LETTERS U.S.C.S. AND TWO GROOVES AT RIGHT ANGLES.  THE
 JE1634'SOUTH FACE HAS F.D.G. 1887 OUT NEAR THE TOP.
 JE1634
 JE1634                          STATION RECOVERY (1934)
 JE1634
 JE1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JE1634'NOT RECOVERED, ALTHOUGH A 4-HOUR SEARCH WAS MADE FOR THE MARK,
 JE1634'WHICH NO DOUBT IS HERE.  E.S. HARVEY, WHO REMEMBERED WHEN THE
 JE1634'TOWER WAS IN PLACE, ASSISTED THIS PARTY IN THE SEARCH.  ABOUT 8
 JE1634'MILES SOUTHEAST OF LAWRENCE, IN THE SOUTHWEST QUARTER OF SEC.
 JE1634'22, T. 13 S., R. 20 E., ON THE EAST END OF A PROMINENT HILL
 JE1634'OVERGROWN WITH FOREST TREES AND UNDERBRUSH.  THE TOP OF THE
 JE1634'HILL IS A PLANE, ALMOST LEVEL, 150 FEET LONG BY 50 FEET WIDE,
 JE1634'AND IS COVERED WITH MOSS AND LEAVES.
 JE1634
 JE1634                          STATION RECOVERY (1938)
 JE1634
 JE1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (AAA)
 JE1634'IN THE NW 1/4 SW 1/4 SEC. 22, T. 13 S., R. 20 E., ON THE TOP OF
 JE1634'WHAT IS LOCALLY KNOWN AS BLUE MOUND HILL, AND APPROXIMATELY 100
 JE1634'FEET FROM THE EAST END OF THE TOP RIDGE.  A CIRCLE OF STONES,
 JE1634'ABOUT 2-1/2 FEET IN DIAMETER AND 6 INCHES HIGH, WAS PLACED
 JE1634'AROUND THE STATION TO HELP LOCATE IT.  SUBMITTED BY AGRICULTURAL
 JE1634'ADJUSTMENT ADMINISTRATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1930 ***********************************************************************
 JE1930  DESIGNATION -  BLUE MOUND
 JE1930  PID         -  JE1930
 JE1930  STATE/COUNTY-  KS/LINN
 JE1930  USGS QUAD   -  MAPLETON (1966)
 JE1930
 JE1930                         *CURRENT SURVEY CONTROL
 JE1930  ___________________________________________________________________
 JE1930* NAD 83(1997)-  38 05 44.84034(N)    094 58 51.19599(W)     ADJUSTED  
 JE1930* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 JE1930  ___________________________________________________________________
 JE1930  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JE1930  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JE1930
 JE1930  HORZ ORDER  -  SECOND
 JE1930
 JE1930.The horizontal coordinates were established by classical geodetic methods
 JE1930.and adjusted by the National Geodetic Survey in October 1998..
 JE1930
 JE1930.The orthometric height was scaled from a topographic map.
 JE1930
 JE1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1930
 JE1930.The geoid height was determined by GEOID03.
 JE1930
 JE1930;                    North         East     Units Scale Factor Converg.
 JE1930;SPC KS S     -   564,436.299   708,598.227   MT  0.99994074   +2 09 45.3
 JE1930;UTM  15      - 4,218,296.073   326,301.466   MT  0.99997160   -1 13 20.9
 JE1930
 JE1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1930!SPC KS S     -   0.99995300  x   0.99994074  =   0.99989375
 JE1930!UTM  15      -   0.99995300  x   0.99997160  =   0.99992461
 JE1930
 JE1930:                Primary Azimuth Mark                     Grid Az
 JE1930:SPC KS S     -  BLUE MOUND AZ MK                         091 05 32.2
 JE1930:UTM  15      -  BLUE MOUND AZ MK                         094 28 38.4
 JE1930
 JE1930|---------------------------------------------------------------------|
 JE1930| PID    Reference Object                     Distance      Geod. Az  |
 JE1930|                                                           dddmmss.s |
 JE1930| CN5713 BLUE MOUND AZ MK                                   0931517.5 |
 JE1930| CN5714 BLUE MOUND RM 1                      45.827 METERS 12334     |
 JE1930| CN5715 BLUE MOUND RM 2                      28.285 METERS 21153     |
 JE1930|---------------------------------------------------------------------|
 JE1930
 JE1930                          SUPERSEDED SURVEY CONTROL
 JE1930
 JE1930  NAD 83(1997)-  38 05 44.84674(N)    094 58 51.19462(W) AD(       ) 2
 JE1930  NAD 83(1986)-  38 05 44.84735(N)    094 58 51.19185(W) AD(       ) 2
 JE1930  NAD 27      -  38 05 44.74100(N)    094 58 50.30300(W) AD(       ) 2
 JE1930
 JE1930.Superseded values are not recommended for survey control.
 JE1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1930.See file dsdata.txt to determine how the superseded data were derived.
 JE1930
 JE1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2630118296(NAD 83)
 JE1930_MARKER: DS = TRIANGULATION STATION DISK
 JE1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1930+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 JE1930
 JE1930  HISTORY     - Date     Condition        Report By
 JE1930  HISTORY     - 1948     MONUMENTED       CGS
 JE1930  HISTORY     - 1970     GOOD             NGS
 JE1930  HISTORY     - 20000621 GOOD             LOCENG
 JE1930
 JE1930                          STATION DESCRIPTION
 JE1930
 JE1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1930'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF BLUE MOUND ON
 JE1930'THE NORTH SIDE OF STATE ROUTE NO. 52, ON THE GROUNDS OF THE
 JE1930'PLEASANT VIEW FARM AND ON LAND OWNED AND OCCUPIED BY MR.J.J.
 JE1930'BAKER.  IT IS 120 FEET NORTH OF STATE ROUTE 52, 75 FEET EAST OF
 JE1930'DRIVEWAY INTO FARM YARD, 51 FEET SOUTHEAST OF THE SOUTHWEST
 JE1930'CORNER OF THE BARN AND 13 FEET WEST OF FENCE LINE.  IT IS
 JE1930'STAMPED BLUE MOUND 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE1930'
 JE1930'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, 30 FEET NORTH
 JE1930'OF THE CENTER OF STATE ROUTE 52, 2 FEET WEST OF TELEPHONE POLE
 JE1930'AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED BLUE MOUND
 JE1930'NO. 1 1948 AND PROJECTS 2 INCHES.
 JE1930'
 JE1930'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 30
 JE1930'FEET NORTH OF THE CENTER OF STATE ROUTE 52 AND 25 FEET EAST
 JE1930'OF DRIVEWAY.  IT IS STAMPED BLUE MOUND NO. 2 1948 AND SET
 JE1930'FLUSH WITH THE GROUND SURFACE.
 JE1930'
 JE1930'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, 25
 JE1930'FEET SOUTH OF THE CENTER OF STATE ROUTE 52, 30 FEET WEST OF
 JE1930'DRIVEWAY INTO FARM, 5 FEET NORTH OF POWER LINE POLE AND 6 FEET
 JE1930'EAST OF FENCE CORNER.  IT IS STAMPED BLUE MOUND 1948 AND SET
 JE1930'FLUSH WITH THE GROUND SURFACE.  TO REACH FROM THE STATION, GO
 JE1930'EAST ON STATE ROUTE 52 FOR 0.5 MILE TO THE MARK ON THE SOUTH
 JE1930'SIDE AS DESCRIBED.
 JE1930'
 JE1930'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 52 AND
 JE1930'MAIN STREET IN BLUE MOUND, GO EAST ON STATE ROUTE 52 FOR 1.7
 JE1930'MILES TO THE PLEASANT VIEW FARM ON THE NORTH SIDE OF THE ROAD
 JE1930'AND STATION AS DESCRIBED.
 JE1930'
 JE1930'A 74 FOOT SIGNAL AT STATION DAVIS IS VISIBLE AT 37 FEET.
 JE1930'
 JE1930'AN 87 FOOT SIGNAL AT STATION PLEASANTON IS VISIBLE AT 50 FEET.
 JE1930'
 JE1930'A 74 FOOT SIGNAL AT STATION MOUND CITY IS VISIBLE AT 50 FEET.
 JE1930'
 JE1930'A 74 FOOT SIGNAL AT STATION POPULAR IS VISIBLE AT 37 FEET.
 JE1930'
 JE1930'AN 87 FOOT SIGNAL AT STATION MORAN IS VISIBLE AT 37 FEET.
 JE1930'
 JE1930'A 74 FOOT SIGNAL AT STATION LONE ELM IS VISIBLE AT 50 FEET.
 JE1930'
 JE1930'A 74 FOOT SIGNAL AT STATION KINCAID E. BASE IS VISIBLE AT 50 FEET.
 JE1930'
 JE1930'A 74 FOOT SIGNAL AT STATION RED STAR IS VISIBLE AT 50 FEET.
 JE1930'
 JE1930'AN 87 FOOT SIGNAL AT STATION OSBORN IS VISIBLE AT 37 FEET.
 JE1930'
 JE1930'A 74 FOOT SIGNAL AT STATION SUGAR IS VISIBLE AT 37 FEET.
 JE1930'
 JE1930'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1930
 JE1930                          STATION RECOVERY (1970)
 JE1930
 JE1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1930'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1930'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JE1930'CONDITION.  A METAL WITNESS POST WAS SET 13.5 FEET EAST OF THE
 JE1930'STATION IN A NORTH-SOUTH FENCE.
 JE1930'
 JE1930'THE AZIMUTH MARK IS 6.5 FEET EAST OF A CORNER FENCE POST AT THE
 JE1930'NORTHEAST CORNER OF FARMYARD, 5.5 FEET NORTH OF A POWERLINE POLE
 JE1930'WITH A TRANSFORMER, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 JE1930'
 JE1930'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1930'
 JE1930'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 JE1930'EAST OF BLUE MOUND.
 JE1930
 JE1930                          STATION RECOVERY (2000)
 JE1930
 JE1930'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 JE1930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0317 ***********************************************************************
 KF0317  DESIGNATION -  BLUE RAPIDS
 KF0317  PID         -  KF0317
 KF0317  STATE/COUNTY-  KS/MARSHALL
 KF0317  USGS QUAD   -  BLUE RAPIDS (1983)
 KF0317
 KF0317                         *CURRENT SURVEY CONTROL
 KF0317  ___________________________________________________________________
 KF0317* NAD 83(1986)-  39 40 54.     (N)    096 39 33.     (W)     SCALED    
 KF0317* NAVD 88     -       353.072  (meters)    1158.37   (feet)  ADJUSTED  
 KF0317  ___________________________________________________________________
 KF0317  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 KF0317  DYNAMIC HT  -         352.858 (meters)    1157.67  (feet)  COMP
 KF0317  MODELED GRAV-     980,010.6   (mgal)                       NAVD 88
 KF0317
 KF0317  VERT ORDER  -  SECOND    CLASS 0
 KF0317
 KF0317.The horizontal coordinates were scaled from a topographic map and have
 KF0317.an estimated accuracy of +/- 6 seconds.
 KF0317
 KF0317.The orthometric height was determined by differential leveling
 KF0317.and adjusted by the National Geodetic Survey in June 1991..
 KF0317
 KF0317.The geoid height was determined by GEOID03.
 KF0317
 KF0317.The dynamic height is computed by dividing the NAVD 88
 KF0317.geopotential number by the normal gravity value computed on the
 KF0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0317.degrees latitude (g = 980.6199 gals.).
 KF0317
 KF0317.The modeled gravity was interpolated from observed gravity values.
 KF0317
 KF0317;                    North         East    Units  Estimated Accuracy
 KF0317;SPC KS N     -   150,540.      515,020.      MT  (+/- 180 meters Scaled)
 KF0317
 KF0317                          SUPERSEDED SURVEY CONTROL
 KF0317
 KF0317  NGVD 29 (??/??/92)  352.951  (m)         1157.97   (f) ADJ UNCH    2 0
 KF0317
 KF0317.Superseded values are not recommended for survey control.
 KF0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0317.See file dsdata.txt to determine how the superseded data were derived.
 KF0317
 KF0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ007950(NAD 83)
 KF0317_MARKER: DB = BENCH MARK DISK
 KF0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0317_STAMPING: BLUE RAPIDS 1934
 KF0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0317+STABILITY: SURFACE MOTION
 KF0317
 KF0317  HISTORY     - Date     Condition        Report By
 KF0317  HISTORY     - 1934     MONUMENTED       CGS
 KF0317  HISTORY     - 1965     GOOD             NGS
 KF0317
 KF0317                          STATION DESCRIPTION
 KF0317
 KF0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0317'AT BLUE RAPIDS.
 KF0317'AT BLUE RAPIDS, IN THE CITY PARK IN CENTER OF TOWN, AT THE
 KF0317'WEST CORNER OF A 5-BY 5-FOOT CONCRETE MONUMENT, AND IN THE LEDGE
 KF0317'ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED, BLUE
 KF0317'RAPIDS 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0751 ***********************************************************************
 KG0751  DESIGNATION -  BLUFF
 KG0751  PID         -  KG0751
 KG0751  STATE/COUNTY-  KS/ELLIS
 KG0751  USGS QUAD   -  PLAINVILLE SE (1978)
 KG0751
 KG0751                         *CURRENT SURVEY CONTROL
 KG0751  ___________________________________________________________________
 KG0751* NAD 83(1997)-  39 05 01.25642(N)    099 17 55.32238(W)     ADJUSTED  
 KG0751* NAVD 88     -       625.     (meters)    2051.     (feet)  SCALED    
 KG0751  ___________________________________________________________________
 KG0751  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 KG0751  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 KG0751
 KG0751  HORZ ORDER  -  THIRD
 KG0751
 KG0751.The horizontal coordinates were established by classical geodetic methods
 KG0751.and adjusted by the National Geodetic Survey in October 1998..
 KG0751
 KG0751.The orthometric height was scaled from a topographic map.
 KG0751
 KG0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0751
 KG0751.The geoid height was determined by GEOID03.
 KG0751
 KG0751;                    North         East     Units Scale Factor Converg.
 KG0751;SPC KS N     -    84,102.614   287,639.096   MT  0.99996108   -0 49 18.1
 KG0751;UTM  14      - 4,326,105.425   474,165.456   MT  0.99960822   -0 11 17.9
 KG0751
 KG0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0751!SPC KS N     -   0.99990599  x   0.99996108  =   0.99986707
 KG0751!UTM  14      -   0.99990599  x   0.99960822  =   0.99951424
 KG0751
 KG0751|---------------------------------------------------------------------|
 KG0751| PID    Reference Object                     Distance      Geod. Az  |
 KG0751|                                                           dddmmss.s |
 KG0751| CN7918 BLUFF RM 1                           10.597 METERS 12917     |
 KG0751| CN7919 BLUFF RM 2                           10.058 METERS 21156     |
 KG0751| CN7917 BLUFF AZ MK RESET                                  3085213.2 |
 KG0751| CN7916 BLUFF AZ MK                                        3101404.2 |
 KG0751|---------------------------------------------------------------------|
 KG0751
 KG0751                          SUPERSEDED SURVEY CONTROL
 KG0751
 KG0751  NAD 83(1986)-  39 05 01.26295(N)    099 17 55.32269(W) AD(       ) 3
 KG0751  NAD 27      -  39 05 01.22900(N)    099 17 53.95900(W) AD(       ) 3
 KG0751
 KG0751.Superseded values are not recommended for survey control.
 KG0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0751.See file dsdata.txt to determine how the superseded data were derived.
 KG0751
 KG0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7416526105(NAD 83)
 KG0751_MARKER: DS = TRIANGULATION STATION DISK
 KG0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0751
 KG0751  HISTORY     - Date     Condition        Report By
 KG0751  HISTORY     - 1950     MONUMENTED       CGS
 KG0751  HISTORY     - 1962     GOOD             CGS
 KG0751
 KG0751                          STATION DESCRIPTION
 KG0751
 KG0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0751'THE STATION IS LOCATED ABOUT 14.0 MILES NORTH OF HAYS, 10.0
 KG0751'MILES SOUTH OF PLAINVILLE AND 1.0 MILE SOUTH OF THE SALINE RIVER
 KG0751'ON THE SUMMIT OF A HIGH BLUFF OVERLOOKING THE RIVER VALLEY
 KG0751'TO THE NORTH.  IT IS 250 FEET NORTHWEST OF AN OIL WELL AND SMALL
 KG0751'TIN BUILDING AND 200 FEET NORTH OF THE CENTER OF AN OILED
 KG0751'ROAD.  IT IS STAMPED BLUFF 1950 AND IS FLUSH WITH THE GROUND
 KG0751'SURFACE.
 KG0751'
 KG0751'REFERENCE MARK NO. 1 IS IN AN OPEN PASTURE ON THE SAME ELEVATION
 KG0751'AS THE STATION, 3 FEET NORTHWEST OF A WITNESS POST.  IT IS
 KG0751'STAMPED BLUFF NO 1 1950 AND IS FLUSH WITH THE GROUND SURFACE.
 KG0751'
 KG0751'REFERENCE MARK NO. 2 IS IN AN OPEN PASTURE ON THE SAME ELEVATION
 KG0751'AS THE STATION.  IT IS STAMPED BLUFF NO 2 1950 AND PROJECTS 4
 KG0751'INCHES.
 KG0751'
 KG0751'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 44.47 FEET.
 KG0751'
 KG0751'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 50 FEET SOUTH OF
 KG0751'THE SOUTH END OF A LARGE CATTLE GUARD, 37 FEET WEST OF THE CENTER
 KG0751'OF U.S. HIGHWAY 183, 3 FEET NORTH OF A TELEPHONE POLE, 2 FEET
 KG0751'NORTH OF A WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 KG0751'LINE.  IT IS STAMPED BLUFF 1950 AND PROJECTS 3 INCHES.
 KG0751'
 KG0751'TO REACH THE STATION FROM THE POST OFFICE IN PLAINVILLE, GO EAST
 KG0751'FOR 2 BLOCKS TO U.S. HIGHWAY 183, TURN RIGHT AND GO SOUTH ON
 KG0751'U.S. HIGHWAY 183 FOR 9.8 MILES TO THE SOUTH END OF A LARGE
 KG0751'CONCRETE BRIDGE ACROSS THE SALINE RIVER, CONTINUE SOUTH FOR
 KG0751'0.55 MILE TO LARGE CATTLE GUARD AND AZIMUTH MARK ON RIGHT AS
 KG0751'DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO A T ROAD LEFT, TURN
 KG0751'LEFT AND GO EAST ON MAIN TRAVELED ROAD FOR 0.5 MILE TO A DIM
 KG0751'FORK, TURN LEFT OFF ROAD AND GO NORTH FOR 0.05 MILE TO TOP OF
 KG0751'HILL AND STATION AS DESCRIBED.
 KG0751
 KG0751                          STATION RECOVERY (1962)
 KG0751
 KG0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KG0751'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 KG0751'CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH MARK, SO IT
 KG0751'WAS MOVED.  THE 1950 DESCRIPTION IS ADEQUATE, SO A SHORT
 KG0751'DESCRIPTION FOR THE AZIMUTH MARK FOLLOWS.
 KG0751'
 KG0751'AZIMUTH MARK RESET IS 0.55 MILE NORTHWEST OF THE STATION,
 KG0751'100 YARDS EAST OF FARM BUILDINGS, 30 FEET WEST OF A TELEPHONE
 KG0751'POLE, 27 FEET EAST OF A GAS METER, 20 FEET SOUTH OF FARM DRIVEWAY,
 KG0751'AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 KG0751'DISK IS STAMPED BLUFF 1950 RESET 1962.
 KG0751'
 KG0751'TO REACH THE AZIMUTH MARK FROM THE SOUTH END OF THE BRIDGE OVER
 KG0751'THE SALINE RIVER, GO SOUTH ON U.S. HIGHWAY 183 FOR 0.5 MILE TO
 KG0751'CROSSROADS.  TURN RIGHT AND GO WEST DOWN FARM DRIVEWAY FOR
 KG0751'0.05 MILE TO THE AZIMUTH MARK ON THE LEFT OR SOUTH SIDE OF THE
 KG0751'DRIVEWAY.
 KG0751'
 KG0751'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0989 ***********************************************************************
 HG0989  DESIGNATION -  BLUFF
 HG0989  PID         -  HG0989
 HG0989  STATE/COUNTY-  KS/CLARK
 HG0989  USGS QUAD   -  SIMMONS CREEK (1979)
 HG0989
 HG0989                         *CURRENT SURVEY CONTROL
 HG0989  ___________________________________________________________________
 HG0989* NAD 83(1997)-  37 25 05.56881(N)    099 45 46.39575(W)     ADJUSTED  
 HG0989* NAVD 88     -       748.     (meters)    2454.     (feet)  SCALED    
 HG0989  ___________________________________________________________________
 HG0989  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 HG0989  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 HG0989
 HG0989  HORZ ORDER  -  SECOND
 HG0989
 HG0989.The horizontal coordinates were established by classical geodetic methods
 HG0989.and adjusted by the National Geodetic Survey in October 1998..
 HG0989
 HG0989.The orthometric height was scaled from a topographic map.
 HG0989
 HG0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0989
 HG0989.The geoid height was determined by GEOID03.
 HG0989
 HG0989;                    North         East     Units Scale Factor Converg.
 HG0989;SPC KS S     -   484,167.494   288,213.272   MT  0.99997366   -0 46 33.9
 HG0989;UTM  14      - 4,141,540.888   432,494.294   MT  0.99965613   -0 27 48.9
 HG0989
 HG0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0989!SPC KS S     -   0.99988679  x   0.99997366  =   0.99986046
 HG0989!UTM  14      -   0.99988679  x   0.99965613  =   0.99954296
 HG0989
 HG0989:                Primary Azimuth Mark                     Grid Az
 HG0989:SPC KS S     -  BLUFF AZ MK                              028 26 03.8
 HG0989:UTM  14      -  BLUFF AZ MK                              028 07 18.8
 HG0989
 HG0989|---------------------------------------------------------------------|
 HG0989| PID    Reference Object                     Distance      Geod. Az  |
 HG0989|                                                           dddmmss.s |
 HG0989| CK8991 BLUFF AZ MK                                        0273929.9 |
 HG0989| CK8992 BLUFF RM 1                           11.958 METERS 08454     |
 HG0989| CK8993 BLUFF RM 2                           11.139 METERS 17643     |
 HG0989|---------------------------------------------------------------------|
 HG0989
 HG0989                          SUPERSEDED SURVEY CONTROL
 HG0989
 HG0989  NAD 83(1997)-  37 25 05.57630(N)    099 45 46.39581(W) AD(       ) 2
 HG0989  NAD 83(1986)-  37 25 05.56876(N)    099 45 46.39375(W) AD(       ) 2
 HG0989  NAD 27      -  37 25 05.48695(N)    099 45 44.93423(W) AD(       ) 2
 HG0989
 HG0989.Superseded values are not recommended for survey control.
 HG0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0989.See file dsdata.txt to determine how the superseded data were derived.
 HG0989
 HG0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG3249441541(NAD 83)
 HG0989_MARKER: DS = TRIANGULATION STATION DISK
 HG0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0989
 HG0989  HISTORY     - Date     Condition        Report By
 HG0989  HISTORY     - 1964     MONUMENTED       CGS
 HG0989
 HG0989                          STATION DESCRIPTION
 HG0989
 HG0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0989'THE STATION IS 8-1/2 MILES SOUTHEAST OF BLOOM, 7-1/4 MILES SOUTH OF
 HG0989'KINGSDOWN, 1 MILE EAST OF THE NORTH END OF CLARK COUNTY LAKE, NEAR
 HG0989'THE CENTER OF SECTION 19, T 30 S, R 22 W, ON THE EAST EDGE OF A
 HG0989'BLUFF, AND ON PROPERTY OWNED BY THE J.B. SMITH ESTATE.
 HG0989'
 HG0989'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 54 AND STATE
 HG0989'HIGH WAY 94 AT THE SOUTHEAST SIDE OF KINGSDOWN, GO SOUTH ON HIGHWAY
 HG0989'94 FOR 3.8 MILES TO A CROSSROAD AND THE FORD-CLARK COUNTY LINE.
 HG0989'CONTINUE SOUTH ON HIGHWAY 94 FOR 2.0 MILES TO A SIDE ROAD ON THE
 HG0989'LEFT.  CONTINUE SOUTH ON HIGHWAY 94 FOR 0.6 MILE TO A WIRE
 HG0989'GATE AND THE AZIMUTH MARK ON THE RIGHT APPROXIMATELY 200 FEET
 HG0989'SOUTH OF A WINDMILL.  TURN RIGHT, PASS THROUGH THE GATE, AND GO
 HG0989'SOUTHWEST ACROSS A PASTURE FOR 0.4 MILE TO A FENCE CORNER.  BEAR
 HG0989'LEFT AND GO SOUTHERLY ACROSS THE PASTURE ON A TRACK ROAD FOR 0.4 MILE
 HG0989'TO THE STATION ON THE RIGHT, APPROXIMATELY MID-WAY BETWEEN THE
 HG0989'EAST END OF TWO DRAWS.
 HG0989'
 HG0989'STATION MARKS ARE STANDARD DISKS STAMPED BLUFF 1964.  THE SURFACE
 HG0989'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HG0989'73 FEET EAST OF THE EDGE OF THE BLUFF, 54 FEET SOUTH OF THE EDGE
 HG0989'OF THE BLUFF, AND 4 FEET NORTH OF A METAL WITNESS POST.  THE
 HG0989'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 HG0989'BELOW THE SURFACE OF THE GROUND.
 HG0989'
 HG0989'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BLUFF NO 1 1964, IS SET
 HG0989'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 48 FEET
 HG0989'SOUTH OF THE EDGE OF THE BLUFF AND 22 FEET EAST OF THE METAL
 HG0989'WITNESS POST.
 HG0989'
 HG0989'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BLUFF NO 2 1964, IS SET
 HG0989'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 71 FEET
 HG0989'EAST OF THE EDGE OF THE BLUFF AND 36 FEET SOUTH OF THE METAL WITNESS
 HG0989'POST.
 HG0989'
 HG0989'AZIMUTH MARK, A STANDARD DISK STAMPED BLUFF 1964, IS SET IN A SQUARE
 HG0989'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 44 FEET WEST OF THE
 HG0989'CENTER OF HIGHWAY 94, 33 FEET SOUTH OF THE SOUTH GATE POST OF THE
 HG0989'WIRE GATE, 2.5 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A
 HG0989'METAL WITNESS POST, AND 1 FOOT SOUTH OF THE FENCE.
 HG0989'
 HG0989'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0656 ***********************************************************************
 JH0656  DESIGNATION -  BLUFF
 JH0656  PID         -  JH0656
 JH0656  STATE/COUNTY-  KS/GOVE
 JH0656  USGS QUAD   -  CASTLE ROCK (1974)
 JH0656
 JH0656                         *CURRENT SURVEY CONTROL
 JH0656  ___________________________________________________________________
 JH0656* NAD 83(1997)-  38 51 32.52642(N)    100 12 04.38932(W)     ADJUSTED  
 JH0656* NAVD 88     -                                                        
 JH0656  ___________________________________________________________________
 JH0656  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JH0656  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 JH0656
 JH0656  HORZ ORDER  -  THIRD
 JH0656
 JH0656.The horizontal coordinates were established by classical geodetic methods
 JH0656.and adjusted by the National Geodetic Survey in October 1998..
 JH0656
 JH0656
 JH0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0656
 JH0656.The geoid height was determined by GEOID03.
 JH0656
 JH0656;                    North         East     Units Scale Factor Converg.
 JH0656;SPC KS N     -    60,680.454   208,961.131   MT  0.99998008   -1 23 33.9
 JH0656;UTM  14      - 4,301,819.267   395,776.600   MT  0.99973376   -0 45 13.4
 JH0656
 JH0656                          SUPERSEDED SURVEY CONTROL
 JH0656
 JH0656  NAD 83(1986)-  38 51 32.53198(N)    100 12 04.38973(W) AD(       ) 4
 JH0656  NAD 27      -  38 51 32.48900(N)    100 12 02.92800(W) AD(       ) 3
 JH0656
 JH0656.Superseded values are not recommended for survey control.
 JH0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0656.See file dsdata.txt to determine how the superseded data were derived.
 JH0656
 JH0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ9577701819(NAD 83)
 JH0656_MARKER: Z = SEE DESCRIPTION
 JH0656_SETTING: 0 = UNSPECIFIED SETTING
 JH0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0656
 JH0656  HISTORY     - Date     Condition        Report By
 JH0656  HISTORY     - 1890     MONUMENTED       CGS
 JH0656
 JH0656                          STATION DESCRIPTION
 JH0656
 JH0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (FDG)
 JH0656'ABOUT 2 MILES WEST OF CASTLE ROCK, IN THE SW 1/4 SEC. 3, T.
 JH0656'14S., R. 26 W.  ABOUT 1/2 MILE SOUTH OF THE STATION IS A SOD
 JH0656'HOUSE OCCUPIED (1890) BY A MR. MC CARTNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0794 ***********************************************************************
 HE0794  DESIGNATION -  BLUM
 HE0794  PID         -  HE0794
 HE0794  STATE/COUNTY-  KS/LABETTE
 HE0794  USGS QUAD   -  PARSONS WEST (1973)
 HE0794
 HE0794                         *CURRENT SURVEY CONTROL
 HE0794  ___________________________________________________________________
 HE0794* NAD 83(1997)-  37 15 27.36413(N)    095 20 14.49520(W)     ADJUSTED  
 HE0794* NAVD 88     -       299.10   (+/-2cm)     981.3    (feet)  VERTCON   
 HE0794  ___________________________________________________________________
 HE0794  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HE0794  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HE0794
 HE0794  HORZ ORDER  -  SECOND
 HE0794  VERT ORDER  -  THIRD ? (See Below)
 HE0794
 HE0794.The horizontal coordinates were established by classical geodetic methods
 HE0794.and adjusted by the National Geodetic Survey in October 1998..
 HE0794
 HE0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0794.The vertical order pertains to the NGVD 29 superseded value.
 HE0794
 HE0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0794
 HE0794.The geoid height was determined by GEOID03.
 HE0794
 HE0794;                    North         East     Units Scale Factor Converg.
 HE0794;SPC KS S     -   470,343.206   680,506.074   MT  1.00000179   +1 56 36.7
 HE0794;UTM  15      - 4,126,009.950   292,719.109   MT  1.00012929   -1 24 55.9
 HE0794
 HE0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0794!SPC KS S     -   0.99995779  x   1.00000179  =   0.99995958
 HE0794!UTM  15      -   0.99995779  x   1.00012929  =   1.00008707
 HE0794
 HE0794:                Primary Azimuth Mark                     Grid Az
 HE0794:SPC KS S     -  PARSONS ST PATRICKS CATH CH              031 53 49.9
 HE0794:UTM  15      -  PARSONS ST PATRICKS CATH CH              035 15 22.5
 HE0794
 HE0794|---------------------------------------------------------------------|
 HE0794| PID    Reference Object                     Distance      Geod. Az  |
 HE0794|                                                           dddmmss.s |
 HE0794| HE0790 PARSONS ST PATRICKS CATH CH         APPROX.11.7 KM 0335026.6 |
 HE0794| HE0791 PARSONS MUNICIPAL TANK              APPROX.10.8 KM 0375311.6 |
 HE0794| HE0789 PARSONS KANSAS CATV INC MAST        APPROX. 8.7 KM 0571852.1 |
 HE0794| CL4315 BLUM RM 1                            12.880 METERS 15851     |
 HE0794| CL4316 BLUM RM 2                            24.672 METERS 28555     |
 HE0794| HE0799 DENNIS ATT CO MICROWAVE MAST        APPROX. 7.7 KM 3002755.8 |
 HE0794|---------------------------------------------------------------------|
 HE0794
 HE0794                          SUPERSEDED SURVEY CONTROL
 HE0794
 HE0794  NAD 83(1997)-  37 15 27.36831(N)    095 20 14.49494(W) AD(       ) 2
 HE0794  NAD 83(1986)-  37 15 27.37747(N)    095 20 14.48160(W) AD(       ) 2
 HE0794  NAD 27      -  37 15 27.14299(N)    095 20 13.58180(W) AD(       ) 2
 HE0794  NGVD 29 (07/19/86)  298.96   (m)          980.8    (f) LEVELING    3  
 HE0794
 HE0794.Superseded values are not recommended for survey control.
 HE0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0794.See file dsdata.txt to determine how the superseded data were derived.
 HE0794
 HE0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9271926010(NAD 83)
 HE0794_MARKER: DS = TRIANGULATION STATION DISK
 HE0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0794
 HE0794  HISTORY     - Date     Condition        Report By
 HE0794  HISTORY     - 1966     MONUMENTED       CGS
 HE0794
 HE0794                          STATION DESCRIPTION
 HE0794
 HE0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0794'THE STATION IS ABOUT 5 MILES NORTHEAST OF MOUND VALLEY, 5
 HE0794'MILES NORTHWEST OF ALTAMONT AND 7 MILES SOUTHWEST OF PARSONS,
 HE0794'ON TOP OF A SMALL HILL IN PASTURE LAND, ON PROPERTY LEASED
 HE0794'BY MR. RALPH RAMSEY.
 HE0794'
 HE0794'TO REACH THE STATION FROM THE POST OFFICE IN PARSONS, GO WEST
 HE0794'ON U.S. HIGHWAY 160 FOR 4.35 MILES TO A GRAVELED CROSSROAD.
 HE0794'TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 5.0 MILES TO A
 HE0794'CROSSROAD AND A STANDPIPE IN THE NORTHEAST ANGLE OF THE ROADS.
 HE0794'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.65 MILE TO A FARM
 HE0794'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO EAST ON DRIVEWAY FOR
 HE0794'0.65 MILE TO THE STATION ON THE LEFT.
 HE0794'
 HE0794'STATION MARK IS A STANDARD DISK, STAMPED BLUM 1964, SET IN THE
 HE0794'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE0794'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 128 FEET NORTH OF
 HE0794'THE CENTERLINE OF THE FARM DRIVEWAY, 30.5 FEET WEST-NORTHWEST
 HE0794'OF A TRANSFORMER POLE AND 25 FEET WEST OF A NORTH-SOUTH FENCE.
 HE0794'
 HE0794'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLUM NO 1 1964,
 HE0794'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP, THAT
 HE0794'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 88 FEET NORTH OF THE
 HE0794'CENTERLINE OF THE FARM DRIVEWAY, 22 FEET SOUTH-SOUTHWEST OF THE
 HE0794'TRANSFORMER POLE, 6 FEET WEST OF THE NORTH-SOUTH FENCE AND
 HE0794'ABOUT 1 FOOT LOWER THAN THE STATION.
 HE0794'
 HE0794'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLUM NO 2 1964,
 HE0794'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 HE0794'1 INCH ABOVE THE GROUND.  IT IS 146 FEET NORTH OF THE CENTERLINE
 HE0794'OF THE FARM DRIVEWAY, 110 FEET WEST-NORTHWEST OF THE TRANSFORMER
 HE0794'POLE, 105 FEET WEST OF THE NORTH-SOUTH FENCE AND ABOUT 3
 HE0794'FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1473 ***********************************************************************
 JF1473  DESIGNATION -  BLYTHE
 JF1473  PID         -  JF1473
 JF1473  STATE/COUNTY-  KS/MORRIS
 JF1473  USGS QUAD   -  WILSEY (1972)
 JF1473
 JF1473                         *CURRENT SURVEY CONTROL
 JF1473  ___________________________________________________________________
 JF1473* NAD 83(1997)-  38 44 22.27085(N)    096 44 38.29581(W)     ADJUSTED  
 JF1473* NAVD 88     -       445.75   (+/-2cm)    1462.4    (feet)  VERTCON   
 JF1473  ___________________________________________________________________
 JF1473  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 JF1473  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 JF1473
 JF1473  HORZ ORDER  -  SECOND
 JF1473  VERT ORDER  -  THIRD ? (See Below)
 JF1473
 JF1473.The horizontal coordinates were established by classical geodetic methods
 JF1473.and adjusted by the National Geodetic Survey in October 1998..
 JF1473
 JF1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1473.The vertical order pertains to the NGVD 29 superseded value.
 JF1473
 JF1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1473
 JF1473.The geoid height was determined by GEOID03.
 JF1473
 JF1473;                    North         East     Units Scale Factor Converg.
 JF1473;SPC KS N     -    45,848.335   509,199.184   MT  0.99999639   +0 47 40.9
 JF1473;UTM  14      - 4,290,287.858   696,078.847   MT  1.00007346   +1 24 44.0
 JF1473
 JF1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1473!SPC KS N     -   0.99993470  x   0.99999639  =   0.99993109
 JF1473!UTM  14      -   0.99993470  x   1.00007346  =   1.00000815
 JF1473
 JF1473:                Primary Azimuth Mark                     Grid Az
 JF1473:SPC KS N     -  WHITE CITY MUNICIPAL TANK                006 06 40.8
 JF1473:UTM  14      -  WHITE CITY MUNICIPAL TANK                005 29 37.7
 JF1473
 JF1473|---------------------------------------------------------------------|
 JF1473| PID    Reference Object                     Distance      Geod. Az  |
 JF1473|                                                           dddmmss.s |
 JF1473| JF1464 WHITE CITY MUNICIPAL TANK           APPROX. 6.4 KM 0065421.7 |
 JF1473| CL4318 BLYTHE RM 1                          10.167 METERS 06532     |
 JF1473| JF1471 WILSEY METHODIST CHURCH SPIRE       APPROX.12.6 KM 1533521.2 |
 JF1473| CL4317 BLYTHE AZ MK                                       2703227.1 |
 JF1473| CL4319 BLYTHE RM 2                          19.612 METERS 28315     |
 JF1473|---------------------------------------------------------------------|
 JF1473
 JF1473                          SUPERSEDED SURVEY CONTROL
 JF1473
 JF1473  NAD 83(1986)-  38 44 22.27847(N)    096 44 38.29458(W) AD(       ) 2
 JF1473  NAD 27      -  38 44 22.25825(N)    096 44 37.26335(W) AD(       ) 2
 JF1473  NGVD 29 (07/19/86)  445.60   (m)         1461.9    (f) LEVELING    3  
 JF1473
 JF1473.Superseded values are not recommended for survey control.
 JF1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1473.See file dsdata.txt to determine how the superseded data were derived.
 JF1473
 JF1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH9607990288(NAD 83)
 JF1473_MARKER: DS = TRIANGULATION STATION DISK
 JF1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1473
 JF1473  HISTORY     - Date     Condition        Report By
 JF1473  HISTORY     - 1956     MONUMENTED       CGS
 JF1473  HISTORY     - 1968     GOOD             CGS
 JF1473
 JF1473                          STATION DESCRIPTION
 JF1473
 JF1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1473'THE STATION IS LOCATED ABOUT 5.5 MILES EAST OF LATIMER AND
 JF1473'4 MILES SOUTH OF WHITE CITY, ON THE SOUTH SIDE OF STATE
 JF1473'HIGHWAY 10, NEAR THE NORTH END OF A PASTURE, AND ON LAND
 JF1473'OWNED BY MR. L.J. BLYTHE.  IT IS 39 FEET SOUTH OF THE CENTERLINE
 JF1473'OF STATE HIGHWAY 10, 29 FEET SOUTHEAST OF THE CENTER OF GATE
 JF1473'INTO PASTURE AND 15 FEET SOUTH OF A WHITE WITNESS POST AND
 JF1473'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BLYTHE
 JF1473'1956.
 JF1473'
 JF1473'TO REACH THE STATION FROM THE POST OFFICE IN WHITE CITY,
 JF1473'GO WEST ON THE MAIN STREET FOR 0.2 MILE TO A ROAD FORK.
 JF1473'BEAR LEFT AND GO SOUTH ON STATE HIGHWAY 10 FOR 3.9 MILES TO A
 JF1473'CROSSROAD AND HIGHWAY TURNS RIGHT.  TURN RIGHT AND GO WEST
 JF1473'ON STATE HIGHWAY 10 FOR 0.1 MILE TO TOP OF GRADE AND A WIRE
 JF1473'GATE IN FENCE LINE ON THE LEFT.  TURN LEFT THROUGH WIRE GATE
 JF1473'AND STATION AS DESCRIBED.
 JF1473'
 JF1473'REFERENCE MARK 1 IS 28.5 FEET EAST OF THE WHITE WITNESS POST,
 JF1473'24 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 10 AND 1
 JF1473'FOOT SOUTH OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 JF1473'STAMPED BLYTHE NO 1 1956.
 JF1473'
 JF1473'REFERENCE MARK 2 IS 64.5 FEET WEST OF THE WHITE WITNESS POST,
 JF1473'24 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 10 AND 1
 JF1473'FOOT SOUTH OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 JF1473'IS STAMPED BLYTHE NO 2 1956.
 JF1473'
 JF1473'THE AZIMUTH MARK IS 60 FEET NORTH OF THE CENTERLINE OF STATE
 JF1473'HIGHWAY 10, 10 FEET EAST OF ENTRANCE INTO A PASTURE, 2 FEET
 JF1473'EAST OF A WHITE POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE
 JF1473'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BLYTHE
 JF1473'1956.
 JF1473'
 JF1473'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 JF1473'HIGHWAY 10 FOR 0.85 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 JF1473'
 JF1473'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1473
 JF1473                          STATION RECOVERY (1968)
 JF1473
 JF1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1473'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 JF1473'2, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JF1473'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 JF1473'ADEQUATE EXCEPT IN THE TO REACH THE STATION.  STATE HIGHWAY
 JF1473'10 IS NOW STATE HIGHWAY 4.
 JF1473'
 JF1473'THE STATION IS ABOUT 0.1 MILE WEST OF THE JUNCTION OF STATE
 JF1473'HIGHWAY 4 AND STATE HIGHWAY 149.
 JF1473'
 JF1473'A METAL WITNESS POST WAS SET 15 FEET NORTH OF THE STATION
 JF1473'MARK.
 JF1473'
 JF1473'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JF1473'
 JF1473'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4
 JF1473'MILES SOUTH OF WHITE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0925 ***********************************************************************
 JE0925  DESIGNATION -  BM
 JE0925  PID         -  JE0925
 JE0925  STATE/COUNTY-  KS/FRANKLIN
 JE0925  USGS QUAD   -  LE LOUP (1973)
 JE0925
 JE0925                         *CURRENT SURVEY CONTROL
 JE0925  ___________________________________________________________________
 JE0925* NAD 83(1986)-  38 43 51.     (N)    095 14 26.     (W)     SCALED    
 JE0925* NAVD 88     -       301.86   (+/-2cm)     990.4    (feet)  VERTCON   
 JE0925  ___________________________________________________________________
 JE0925  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0925
 JE0925  VERT ORDER  -  ? (See Below)
 JE0925
 JE0925.The horizontal coordinates were scaled from a topographic map and have
 JE0925.an estimated accuracy of +/- 6 seconds.
 JE0925
 JE0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE0925.The vertical order pertains to the NGVD 29 superseded value.
 JE0925
 JE0925.The geoid height was determined by GEOID03.
 JE0925
 JE0925;                    North         East    Units  Estimated Accuracy
 JE0925;SPC KS S     -   634,060.      683,370.      MT  (+/- 180 meters Scaled)
 JE0925
 JE0925                          SUPERSEDED SURVEY CONTROL
 JE0925
 JE0925  NGVD 29 (??/??/92)  301.741  (m)          989.96   (f) ADJ UNCH    ?  
 JE0925
 JE0925.Superseded values are not recommended for survey control.
 JE0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0925.See file dsdata.txt to determine how the superseded data were derived.
 JE0925
 JE0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC052892(NAD 83)
 JE0925_MARKER: B = BOLT
 JE0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0925+STABILITY: SURFACE MOTION
 JE0925
 JE0925  HISTORY     - Date     Condition        Report By
 JE0925  HISTORY     - UNK      MONUMENTED       ATSFRR
 JE0925  HISTORY     - 1950     GOOD             NGS
 JE0925
 JE0925                          STATION DESCRIPTION
 JE0925
 JE0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0925'1.6 MI N FROM NORWOOD.
 JE0925'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT MILEPOST
 JE0925'19, 92 FEET SOUTHWEST OF VERTICAL RAIL MARKING MILEPOST 19 AND
 JE0925'46 FEET WEST OF THE WEST RAIL IN THE RIGHT-OF-WAY FENCE.  A BOLT
 JE0925'SET IN CONCRETE POST, PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0745 ***********************************************************************
 JF0745  DESIGNATION -  BM
 JF0745  PID         -  JF0745
 JF0745  STATE/COUNTY-  KS/HARVEY
 JF0745  USGS QUAD   -  NEWTON (1989)
 JF0745
 JF0745                         *CURRENT SURVEY CONTROL
 JF0745  ___________________________________________________________________
 JF0745* NAD 83(1986)-  38 02 49.     (N)    097 20 40.     (W)     SCALED    
 JF0745* NAVD 88     -       441.556  (meters)    1448.67   (feet)  ADJUSTED  
 JF0745  ___________________________________________________________________
 JF0745  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 JF0745  DYNAMIC HT  -         441.214 (meters)    1447.55  (feet)  COMP
 JF0745  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 JF0745
 JF0745  VERT ORDER  -  SECOND    CLASS 0
 JF0745
 JF0745.The horizontal coordinates were scaled from a topographic map and have
 JF0745.an estimated accuracy of +/- 6 seconds.
 JF0745
 JF0745.The orthometric height was determined by differential leveling
 JF0745.and adjusted by the National Geodetic Survey in June 1991..
 JF0745
 JF0745.The geoid height was determined by GEOID03.
 JF0745
 JF0745.The dynamic height is computed by dividing the NAVD 88
 JF0745.geopotential number by the normal gravity value computed on the
 JF0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0745.degrees latitude (g = 980.6199 gals.).
 JF0745
 JF0745.The modeled gravity was interpolated from observed gravity values.
 JF0745
 JF0745;                    North         East    Units  Estimated Accuracy
 JF0745;SPC KS S     -   553,820.      501,420.      MT  (+/- 180 meters Scaled)
 JF0745
 JF0745                          SUPERSEDED SURVEY CONTROL
 JF0745
 JF0745  NGVD 29 (??/??/92)  441.397  (m)         1448.15   (f) ADJ UNCH    2 0
 JF0745
 JF0745.Superseded values are not recommended for survey control.
 JF0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0745.See file dsdata.txt to determine how the superseded data were derived.
 JF0745
 JF0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH452123(NAD 83)
 JF0745_MARKER: X = CHISELED CROSS
 JF0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0745_SP_SET: CONCRETE BASE
 JF0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0745
 JF0745  HISTORY     - Date     Condition        Report By
 JF0745  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0745  HISTORY     - 1945     POOR             NGS
 JF0745
 JF0745                          STATION DESCRIPTION
 JF0745
 JF0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JF0745'AT NEWTON.
 JF0745'AT NEWTON, HARVEY COUNTY, AT THE ATCHISON, TOPEKA AND SANTA FE
 JF0745'RAILWAY PASSENGER STATION ON MAIN STREET, AT THE EXTREME SOUTHWEST
 JF0745'STEEL PIER OF THE TRAIN SHED, AND ON THE CENTER OF THE TOP OF THE
 JF0745'WEST SIDE OF THE CONCRETE BASE.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0660 ***********************************************************************
 KF0660  DESIGNATION -  BM
 KF0660  PID         -  KF0660
 KF0660  STATE/COUNTY-  KS/RILEY
 KF0660  USGS QUAD   -  OGDEN (1982)
 KF0660
 KF0660                         *CURRENT SURVEY CONTROL
 KF0660  ___________________________________________________________________
 KF0660* NAD 83(1986)-  39 06 34.     (N)    096 42 46.     (W)     SCALED    
 KF0660* NAVD 88     -       319.949  (meters)    1049.70   (feet)  ADJUSTED  
 KF0660  ___________________________________________________________________
 KF0660  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 KF0660  DYNAMIC HT  -         319.733 (meters)    1048.99  (feet)  COMP
 KF0660  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 KF0660
 KF0660  VERT ORDER  -  FIRST     CLASS II
 KF0660
 KF0660.The horizontal coordinates were scaled from a topographic map and have
 KF0660.an estimated accuracy of +/- 6 seconds.
 KF0660
 KF0660.The orthometric height was determined by differential leveling
 KF0660.and adjusted by the National Geodetic Survey in June 1991..
 KF0660
 KF0660.The geoid height was determined by GEOID03.
 KF0660
 KF0660.The dynamic height is computed by dividing the NAVD 88
 KF0660.geopotential number by the normal gravity value computed on the
 KF0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0660.degrees latitude (g = 980.6199 gals.).
 KF0660
 KF0660.The modeled gravity was interpolated from observed gravity values.
 KF0660
 KF0660;                    North         East    Units  Estimated Accuracy
 KF0660;SPC KS N     -    86,950.      511,330.      MT  (+/- 180 meters Scaled)
 KF0660
 KF0660                          SUPERSEDED SURVEY CONTROL
 KF0660
 KF0660  NGVD 29 (??/??/92)  319.820  (m)         1049.28   (f) ADJ UNCH    1 2
 KF0660
 KF0660.Superseded values are not recommended for survey control.
 KF0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0660.See file dsdata.txt to determine how the superseded data were derived.
 KF0660
 KF0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ977314(NAD 83)
 KF0660_MARKER: B = BOLT
 KF0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0660_SP_SET: ABUTMENT
 KF0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0660
 KF0660  HISTORY     - Date     Condition        Report By
 KF0660  HISTORY     - UNK      MONUMENTED       UPRR
 KF0660  HISTORY     - 1965     GOOD             NGS
 KF0660  HISTORY     - 1980     GOOD             USGS
 KF0660  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0660
 KF0660                          STATION DESCRIPTION
 KF0660
 KF0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0660'0.3 MI W FROM OGDENBURG.
 KF0660'0.3 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0660'AT OGDENBURG, RILEY COUNTY, AT A LARGE CONCRETE BRIDGE 136.61,
 KF0660'AND IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 KF0660'ABUTMENT.  A METAL BOLT SET IN A DRILLHOLE.
 KF0660
 KF0660                          STATION RECOVERY (1980)
 KF0660
 KF0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KF0660'RECOVERED IN GOOD CONDITION.
 KF0660
 KF0660                          STATION RECOVERY (1986)
 KF0660
 KF0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0017 ***********************************************************************
 JH0017  DESIGNATION -  BM
 JH0017  PID         -  JH0017
 JH0017  STATE/COUNTY-  KS/GOVE
 JH0017  USGS QUAD   -  GOVE (1972)
 JH0017
 JH0017                         *CURRENT SURVEY CONTROL
 JH0017  ___________________________________________________________________
 JH0017* NAD 83(1986)-  38 57 28.     (N)    100 29 17.     (W)     SCALED    
 JH0017* NAVD 88     -       803.294  (meters)    2635.47   (feet)  ADJUSTED  
 JH0017  ___________________________________________________________________
 JH0017  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 JH0017  DYNAMIC HT  -         802.662 (meters)    2633.40  (feet)  COMP
 JH0017  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 JH0017
 JH0017  VERT ORDER  -  SECOND    CLASS 0
 JH0017
 JH0017.The horizontal coordinates were scaled from a topographic map and have
 JH0017.an estimated accuracy of +/- 6 seconds.
 JH0017
 JH0017.The orthometric height was determined by differential leveling
 JH0017.and adjusted by the National Geodetic Survey in June 1991..
 JH0017
 JH0017.The geoid height was determined by GEOID03.
 JH0017
 JH0017.The dynamic height is computed by dividing the NAVD 88
 JH0017.geopotential number by the normal gravity value computed on the
 JH0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0017.degrees latitude (g = 980.6199 gals.).
 JH0017
 JH0017.The modeled gravity was interpolated from observed gravity values.
 JH0017
 JH0017;                    North         East    Units  Estimated Accuracy
 JH0017;SPC KS N     -    72,280.      184,370.      MT  (+/- 180 meters Scaled)
 JH0017
 JH0017                          SUPERSEDED SURVEY CONTROL
 JH0017
 JH0017  NGVD 29 (??/??/92)  802.981  (m)         2634.45   (f) ADJ UNCH    2 0
 JH0017
 JH0017.Superseded values are not recommended for survey control.
 JH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0017.See file dsdata.txt to determine how the superseded data were derived.
 JH0017
 JH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ710131(NAD 83)
 JH0017_MARKER: DB = BENCH MARK DISK
 JH0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0017+STABILITY: SURFACE MOTION
 JH0017
 JH0017  HISTORY     - Date     Condition        Report By
 JH0017  HISTORY     - UNK      MONUMENTED       CGS
 JH0017  HISTORY     - 1934     GOOD             NGS
 JH0017  HISTORY     - 1957     GOOD             AMS
 JH0017
 JH0017                          STATION DESCRIPTION
 JH0017
 JH0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0017'AT GOVE.
 JH0017'GOVE, GOVE COUNTY, 50 FEET WEST OF THE SOUTHWEST CORNER OF THE
 JH0017'COUNTY COURTHOUSE, 30 FEET EAST OF AN ALLEY, 6 FEET NORTH OF A
 JH0017'CURB, AND 3 FEET SOUTH OF THE SIDEWALK.  A KANSAS STATE HIGHWAY
 JH0017'COMMISSION STANDARD COPPER BOLT, SET IN THE TOP OF A CONCRETE
 JH0017'POST.
 JH0017
 JH0017                          STATION RECOVERY (1957)
 JH0017
 JH0017'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 JH0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1166 ***********************************************************************
 KF1166  DESIGNATION -  BODAVILLE
 KF1166  PID         -  KF1166
 KF1166  STATE/COUNTY-  KS/RILEY
 KF1166  USGS QUAD   -  KIMEO (1983)
 KF1166
 KF1166                         *CURRENT SURVEY CONTROL
 KF1166  ___________________________________________________________________
 KF1166* NAD 83(1997)-  39 33 06.66892(N)    096 56 24.17475(W)     ADJUSTED  
 KF1166* NAVD 88     -       432.     (meters)    1417.     (feet)  SCALED    
 KF1166  ___________________________________________________________________
 KF1166  LAPLACE CORR-          -9.51  (seconds)                    DEFLEC99
 KF1166  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 KF1166
 KF1166  HORZ ORDER  -  SECOND
 KF1166
 KF1166.The horizontal coordinates were established by classical geodetic methods
 KF1166.and adjusted by the National Geodetic Survey in October 1998..
 KF1166
 KF1166.The orthometric height was scaled from a topographic map.
 KF1166
 KF1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1166
 KF1166.The geoid height was determined by GEOID03.
 KF1166
 KF1166;                    North         East     Units Scale Factor Converg.
 KF1166;SPC KS N     -   135,804.955   491,097.513   MT  0.99997063   +0 40 14.3
 KF1166;UTM  14      - 4,380,045.618   676,988.212   MT  0.99998568   +1 18 43.4
 KF1166
 KF1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1166!SPC KS N     -   0.99993653  x   0.99997063  =   0.99990716
 KF1166!UTM  14      -   0.99993653  x   0.99998568  =   0.99992221
 KF1166
 KF1166:                Primary Azimuth Mark                     Grid Az
 KF1166:SPC KS N     -  CHEPSTOW ST PETERS LUTHERAN CH           031 31 09.5
 KF1166:UTM  14      -  CHEPSTOW ST PETERS LUTHERAN CH           030 52 40.4
 KF1166
 KF1166|---------------------------------------------------------------------|
 KF1166| PID    Reference Object                     Distance      Geod. Az  |
 KF1166|                                                           dddmmss.s |
 KF1166| KF1165 CHEPSTOW ST PETERS LUTHERAN CH      APPROX. 7.7 KM 0321123.8 |
 KF1166| CL6931 BODAVILLE RM 1                       18.472 METERS 04715     |
 KF1166| CL6932 BODAVILLE RM 2                       20.713 METERS 13838     |
 KF1166| CL6930 BODAVILLE AZ MK                                    2902017.3 |
 KF1166| KF1164 KIMEO ST MICHAELS CH BELFRY         APPROX. 6.9 KM 3152443.3 |
 KF1166|---------------------------------------------------------------------|
 KF1166
 KF1166                          SUPERSEDED SURVEY CONTROL
 KF1166
 KF1166  NAD 83(1997)-  39 33 06.67391(N)    096 56 24.17338(W) AD(       ) 2
 KF1166  NAD 83(1986)-  39 33 06.67529(N)    096 56 24.17257(W) AD(       ) 2
 KF1166  NAD 27      -  39 33 06.67200(N)    096 56 23.11400(W) AD(       ) 2
 KF1166
 KF1166.Superseded values are not recommended for survey control.
 KF1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1166.See file dsdata.txt to determine how the superseded data were derived.
 KF1166
 KF1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ7698880046(NAD 83)
 KF1166_MARKER: DS = TRIANGULATION STATION DISK
 KF1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1166
 KF1166  HISTORY     - Date     Condition        Report By
 KF1166  HISTORY     - 1947     MONUMENTED       CGS
 KF1166  HISTORY     - 1965     GOOD             CGS
 KF1166
 KF1166                          STATION DESCRIPTION
 KF1166
 KF1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1166'THE STATION IS LOCATED ABOUT 18 MILES SOUTHWEST OF BLUE
 KF1166'RAPIDS, 14 MILES NORTHWEST OF RANDOLPH AND 1.5 MILES WEST OF
 KF1166'BODAVILLE, ON THE WEST SIDE OF A DIRT ROAD.  IT IS 0.1 MILE
 KF1166'SOUTH OF A CROSSROAD, 21 FEET WEST OF A NORTH-SOUTH DIRT ROAD,
 KF1166'3 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 2 FEET EAST OF A
 KF1166'4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT
 KF1166'IS STAMPED BODAVILLE 1947 AND PROJECTS 4 INCHES.
 KF1166'
 KF1166'REFERENCE MARK NO 1 IS 22.5 FEET EAST OF THE CENTER OF A
 KF1166'NORTH-SOUTH DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE
 KF1166'LINE.  IT IS STAMPED BODAVILLE NO 1 1947 AND PROJECTS 4 INCHES.
 KF1166'
 KF1166'REFERENCE MARK NO. 2 IS 24.5 FEET EAST OF THE CENTER OF A
 KF1166'NORTH-SOUTH DIRT ROAD AND IN A NORTH-SOUTH FENCE LINE.  IT IS
 KF1166'STAMPED BODAVILLE NO 2 1947 AND PROJECTS 4 INCHES.
 KF1166'
 KF1166'THE AZIMUTH MARK IS ON THE EAST SLOPE OF A HILL, 28.5 FEET
 KF1166'SOUTH OF AN EAST-WEST GRAVELED ROAD, 1 FOOT NORTH OF AN
 KF1166'EAST-WEST FENCE LINE AND 2.5 FEET EAST OF A 4-INCH SQUARE WHITE
 KF1166'WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED BODAVILLE
 KF1166'1947 AND PROJECTS 4 INCHES.
 KF1166'
 KF1166'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 KF1166'AND STATE HIGHWAY 16 IN RANDOLPH, GO NORTH ON U.S. HIGHWAY 77
 KF1166'FOR 6 MILES TO A CROSSROAD AND A SIGN SWEDE CREEK CHURCH
 KF1166'2 MI., TURN LEFT, WEST, AND GO 3.2 MILES TO A CROSSROAD AT A
 KF1166'CHURCH AND SCHOOL.  TURN RIGHT, NORTH, AND GO 1.0 MILE TO A T
 KF1166'ROAD, TURN LEFT, WEST, AND GO 5.3 MILES TO A CROSSROAD AT THE
 KF1166'VILLAGE OF BODAVILLE, CONTINUE STRAIGHT AHEAD FOR 1.5 MILE
 KF1166'TO A CROSSROAD, TURN LEFT, SOUTH, AND GO 0.1 MILE TO THE
 KF1166'STATION ON THE RIGHT AS DESCRIBED.
 KF1166'
 KF1166'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1
 KF1166'MILE TO A CROSSROAD, TURN LEFT, WEST, AND GO 0.3 MILE TO THE
 KF1166'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KF1166'
 KF1166'A 74 FOOT SIGNAL AT WALSBURG IS V.G.
 KF1166'
 KF1166'A 74 FOOT SIGNAL AT FREDICH IS V.G.
 KF1166'
 KF1166'A 47 FOOT SIGNAL AT SAM 1935 IS V.G.
 KF1166'
 KF1166'A 74 FOOT SIGNAL AT BOTT 1935 IS VISIBLE AT 50 FEET.
 KF1166'
 KF1166'A 4 FOOT SIGNAL AT CHEPSTOW IS V.G.
 KF1166'
 KF1166'A 74 FOOT SIGNAL AT COTTAGE HILL IS VISIBLE AT 37 FEET.
 KF1166'
 KF1166'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1166
 KF1166                          STATION RECOVERY (1965)
 KF1166
 KF1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1166'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED AS
 KF1166'DESCRIBED AND FOUND TO BE IN GOOD CONDITION, A METAL WITNESS POST
 KF1166'AND SIGN WAS SET 1.0 FOOT SOUTH OF THE STATION MARK AND THE
 KF1166'MONUMENT IS NOW FLUSH WITH THE GROUND.
 KF1166'
 KF1166'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 KF1166'IT IS ON THE EAST SLOPE OF A HILL, 29 FEET SOUTH OF THE CENTER
 KF1166'LINE OF THE GRAVELED ROAD, 1.0 FOOT NORTH OF A BANK ABOUT 2 FEET
 KF1166'HIGH AND 1.0 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT IS
 KF1166'4-INCHES BELOW THE SURFACE OF THE GROUND.
 KF1166'
 KF1166'TO REACH FROM THE POST OFFICE IN THE SMALL VILLAGE OF GREEN,
 KF1166'GO NORTH ON THE MACADAM ROAD 8.5 MILES TO A CROSSROAD, TURN
 KF1166'RIGHT, GO EAST ON THE GRAVEL ROAD FOR 2.6 MILES, THE AZIMUTH MARK
 KF1166'IS ON THE SOUTH SIDE OF THE ROAD, CONTINUE 0.3 MILE TO A
 KF1166'CROSSROAD, TURN RIGHT SOUTH AND GO 0.1 MILE AND THE STATION
 KF1166'AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5419 ***********************************************************************
 AE5419  DESIGNATION -  BOEING AIRCRAFT BASE STATION
 AE5419  PID         -  AE5419
 AE5419  STATE/COUNTY-  KS/SEDGWICK
 AE5419  USGS QUAD   -  DERBY (1982)
 AE5419
 AE5419                         *CURRENT SURVEY CONTROL
 AE5419  ___________________________________________________________________
 AE5419* NAD 83(1997)-  37 37 18.65920(N)    097 17 24.63673(W)     ADJUSTED  
 AE5419* NAVD 88     -       418.0    (meters)    1371.     (feet)  GPS OBS   
 AE5419  ___________________________________________________________________
 AE5419  X           -    -641,892.130 (meters)                     COMP
 AE5419  Y           -  -5,017,577.258 (meters)                     COMP
 AE5419  Z           -   3,872,522.179 (meters)                     COMP
 AE5419  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AE5419  ELLIP HEIGHT-         389.26  (meters)          (08/16/04) GPS OBS
 AE5419  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AE5419
 AE5419  HORZ ORDER  -  B
 AE5419  ELLP ORDER  -  FOURTH    CLASS II
 AE5419
 AE5419.The horizontal coordinates were established by GPS observations
 AE5419.and adjusted by the National Geodetic Survey in December 1997..
 AE5419
 AE5419.The orthometric height was determined by GPS observations and a
 AE5419.high-resolution geoid model.
 AE5419
 AE5419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5419
 AE5419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5419
 AE5419.The ellipsoidal height was determined by GPS observations
 AE5419.and is referenced to NAD 83.
 AE5419
 AE5419.The geoid height was determined by GEOID03.
 AE5419
 AE5419;                    North         East     Units Scale Factor Converg.
 AE5419;SPC KS S     -   506,703.467   506,796.642   MT  0.99994917   +0 44 36.5
 AE5419;UTM  14      - 4,165,234.442   650,891.228   MT  0.99988045   +1 02 38.2
 AE5419
 AE5419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5419!SPC KS S     -   0.99993892  x   0.99994917  =   0.99988809
 AE5419!UTM  14      -   0.99993892  x   0.99988045  =   0.99981938
 AE5419
 AE5419                          SUPERSEDED SURVEY CONTROL
 AE5419
 AE5419  ELLIP H (12/22/97)  389.30   (m)                       GP(       ) 4 1
 AE5419
 AE5419.Superseded values are not recommended for survey control.
 AE5419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5419.See file dsdata.txt to determine how the superseded data were derived.
 AE5419
 AE5419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5089165234(NAD 83)
 AE5419_MARKER: Z = SEE DESCRIPTION
 AE5419_SETTING: 0 = UNSPECIFIED SETTING
 AE5419_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5419+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997
 AE5419
 AE5419  HISTORY     - Date     Condition        Report By
 AE5419  HISTORY     - 1997     MONUMENTED       BOECOM
 AE5419  HISTORY     - 19970514 GOOD             NGS
 AE5419
 AE5419                          STATION DESCRIPTION
 AE5419
 AE5419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5419'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF WICHITA, NEAR
 AE5419'MCCONNELL AIR FORCE BASE AND AT THE BOEING AIRCRAFT COMPANY.
 AE5419'OWNERSHIP--THE BOEING COMPANY.  CONTACT TIMOTHY A. SPENCER OR ALLAN R.
 AE5419'HARMS, UTILITY MAPPING SPECIALIST, THE BOEING COMPANY, PHONE
 AE5419'316-526-0323, 526-0319.  TO REACH THE STATION FROM THE INTERCHANGE OF
 AE5419'INTERSTATE HIGHWAY 135 AND STATE ROAD 15 (EXIT 3A) IN WICHITA, GO
 AE5419'SOUTH ON K 15 (SOUTHEAST BLVD) FOR 2.57 KM (1.60 MI) TO THE
 AE5419'INTERSECTION OF MACARTHUR RD.  TURN LEFT AND GO EAST ON MACARTHUR RD
 AE5419'FOR 0.24 KM (0.15 MI) TO THE ENTRANCE TO PARKING LOT P AT THE BOEING
 AE5419'PLANT.  TURN LEFT AND PROCEED NORTH INTO PARKING LOT, PARK VEHICLE,
 AE5419'AND PROCEED TO THE MATERIALS BUILDING (2-2640) LOBBY.  FOR ACCESS OR
 AE5419'INFORMATION CONCERNING THE GPS BASE STATION, ASK FOR MR. SPENCER OR
 AE5419'MR. HARMS.  THE GPS ANTENNA IS MOUNTED TO THE TOP OF 2-INCH DIAMETER
 AE5419'GALVANIZED PIPE ATTACHED TO THE SIDE OF FACILITIES BUILDING NUMBER
 AE5419'2-2650 AND PROJECTS ABOVE THE ROOF.  THE POINT POSITIONED IS THE L1
 AE5419'PHASE CENTER OF TRIMBLE ANTENNA P/N 22020-00, S/N 0220042088.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7129 ***********************************************************************
 DF7129  DESIGNATION -  BOEING AIRCRAFT BASE STA ARP
 DF7129  PID         -  DF7129
 DF7129  STATE/COUNTY-  KS/SEDGWICK
 DF7129  USGS QUAD   -  DERBY (1982)
 DF7129
 DF7129                         *CURRENT SURVEY CONTROL
 DF7129  ___________________________________________________________________
 DF7129* NAD 83(1997)-  37 37 18.65935(N)    097 17 24.63684(W)     ADJUSTED  
 DF7129* NAVD 88     -       417.9    (meters)    1371.     (feet)  GPS OBS   
 DF7129  ___________________________________________________________________
 DF7129  X           -    -641,892.125 (meters)                     COMP
 DF7129  Y           -  -5,017,577.200 (meters)                     COMP
 DF7129  Z           -   3,872,522.140 (meters)                     COMP
 DF7129  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 DF7129  ELLIP HEIGHT-         389.19  (meters)          (08/12/03) GPS OBS
 DF7129  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DF7129
 DF7129  HORZ ORDER  -  B
 DF7129  ELLP ORDER  -  FOURTH    CLASS I
 DF7129
 DF7129.The horizontal coordinates were established by GPS observations
 DF7129.and adjusted by the National Geodetic Survey in August 2003..
 DF7129
 DF7129.The orthometric height was determined by GPS observations and a
 DF7129.high-resolution geoid model.
 DF7129
 DF7129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7129
 DF7129.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7129
 DF7129.The ellipsoidal height was determined by GPS observations
 DF7129.and is referenced to NAD 83.
 DF7129
 DF7129.The geoid height was determined by GEOID03.
 DF7129
 DF7129;                    North         East     Units Scale Factor Converg.
 DF7129;SPC KS S     -   506,703.472   506,796.639   MT  0.99994917   +0 44 36.5
 DF7129;UTM  14      - 4,165,234.447   650,891.226   MT  0.99988045   +1 02 38.2
 DF7129
 DF7129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7129!SPC KS S     -   0.99993893  x   0.99994917  =   0.99988810
 DF7129!UTM  14      -   0.99993893  x   0.99988045  =   0.99981939
 DF7129
 DF7129                          SUPERSEDED SURVEY CONTROL
 DF7129
 DF7129.No superseded survey control is available for this station.
 DF7129
 DF7129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5089165234(NAD 83)
 DF7129_MARKER: DZ = AZIMUTH MARK DISK
 DF7129_SETTING: 0 = UNSPECIFIED SETTING
 DF7129_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF7129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7129+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003
 DF7129
 DF7129  HISTORY     - Date     Condition        Report By
 DF7129  HISTORY     - UNK      MONUMENTED       BOECOM
 DF7129  HISTORY     - 20030916 GOOD             BOECOM
 DF7129
 DF7129                          STATION DESCRIPTION
 DF7129
 DF7129'DESCRIBED BY BOEING COMPANY 2003 (TS)
 DF7129'THE STATION IS A BASE STATION OPERATED BY THE BOEING COMPANY.  FOR
 DF7129'ADDITIONAL
 DF7129'INFORMATION, CONTACT TIM SPENCER OR ALAN HARMS, THE BOEING COMPANY, PO
 DF7129'BOX 7730, MC
 DF7129'KO6-46, WICHITA KS 67277-2230, PHONE 316-526-0323.  THE POINT
 DF7129'POSITIONED IS THE ANTENNA
 DF7129'REFERENCE POINT (ARP) OF TRIMBLE ANTENNA P/N 22020-00+GP.
 DF7129' 
 DF7129'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0925 ***********************************************************************
 HG0925  DESIGNATION -  BOGERD RESET
 HG0925  PID         -  HG0925
 HG0925  STATE/COUNTY-  KS/EDWARDS
 HG0925  USGS QUAD   -  LEWIS (1984)
 HG0925
 HG0925                         *CURRENT SURVEY CONTROL
 HG0925  ___________________________________________________________________
 HG0925* NAD 83(1997)-  37 59 05.21813(N)    099 17 29.86224(W)     ADJUSTED  
 HG0925* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 HG0925  ___________________________________________________________________
 HG0925  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 HG0925  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 HG0925
 HG0925  HORZ ORDER  -  THIRD
 HG0925
 HG0925.The horizontal coordinates were established by classical geodetic methods
 HG0925.and adjusted by the National Geodetic Survey in October 1998..
 HG0925
 HG0925.The orthometric height was scaled from a topographic map.
 HG0925
 HG0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0925
 HG0925.The geoid height was determined by GEOID03.
 HG0925
 HG0925;                    North         East     Units Scale Factor Converg.
 HG0925;SPC KS S     -   546,586.285   330,460.209   MT  0.99993660   -0 29 11.3
 HG0925;UTM  14      - 4,204,166.756   474,390.489   MT  0.99960808   -0 10 46.1
 HG0925
 HG0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0925!SPC KS S     -   0.99990130  x   0.99993660  =   0.99983790
 HG0925!UTM  14      -   0.99990130  x   0.99960808  =   0.99950942
 HG0925
 HG0925|---------------------------------------------------------------------|
 HG0925| PID    Reference Object                     Distance      Geod. Az  |
 HG0925|                                                           dddmmss.s |
 HG0925| CK8999 BOGERD RM 4                                        01926     |
 HG0925| HG0926 BOGERD AZ MK                        345.955 METERS 07354     |
 HG0925| CK8997 BOGERD RM 2                           8.879 METERS 08321     |
 HG0925| HG0924 LEWIS MUNICIPAL TANK                APPROX. 6.3 KM 1474003.2 |
 HG0925| HG0931 KINSLEY MUNICIPAL STANDPIPE         APPROX.13.1 KM 2383105.3 |
 HG0925| CK8998 BOGERD RM 3                                        35237     |
 HG0925| CK8996 BOGERD RM 1                           9.574 METERS 35904     |
 HG0925|---------------------------------------------------------------------|
 HG0925
 HG0925                          SUPERSEDED SURVEY CONTROL
 HG0925
 HG0925  NAD 83(1997)-  37 59 05.22592(N)    099 17 29.86160(W) AD(       ) 3
 HG0925  NAD 83(1986)-  37 59 05.22496(N)    099 17 29.86122(W) AD(       ) 3
 HG0925  NAD 27      -  37 59 05.16800(N)    099 17 28.45500(W) AD(       ) 3
 HG0925
 HG0925.Superseded values are not recommended for survey control.
 HG0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0925.See file dsdata.txt to determine how the superseded data were derived.
 HG0925
 HG0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7439004167(NAD 83)
 HG0925_MARKER: DS = TRIANGULATION STATION DISK
 HG0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0925_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0925
 HG0925  HISTORY     - Date     Condition        Report By
 HG0925  HISTORY     - 1953     MONUMENTED       CGS
 HG0925  HISTORY     - 1976     GOOD             NGS
 HG0925
 HG0925                          STATION DESCRIPTION
 HG0925
 HG0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0925'THE STATION IS IN THE NORTHWEST QUARTER OF SECTION 10, T 24 S,
 HG0925'R 18 W, ABOUT 8 MILES NORTHEAST OF KINSLEY, 3.7 MILES NORTHWEST
 HG0925'OF LEWIS, 0.1 MILE SOUTH OF A TRACK ROAD, 5 FEET EAST OF A
 HG0925'WHITE 4 IN X 4 IN WITNESS POST AND ON LAND OWNED BY MR. ROBERT
 HG0925'BOGERD.
 HG0925'
 HG0925'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LEWIS, GO
 HG0925'NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A T-INTERSECTION,
 HG0925'TURN LEFT (WEST) AND FOLLOW THE MAIN GRAVELED ROAD FOR 2.3
 HG0925'MILES TO A CROSS ROAD, TURN RIGHT (NORTH) AND FOLLOW THE
 HG0925'MAIN DIRT ROAD FOR 3.1 MILES TO AN UNGRADED CROSS ROAD, TURN
 HG0925'RIGHT (EAST) AND FOLLOW THE TRACK ROAD FOR 0.5 MILE TO A GATE
 HG0925'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED BELOW, GO
 HG0925'THROUGH GATE AND GO WEST-SOUTHWEST ACROSS PASTURE LAND FOR
 HG0925'0.25 MILE TO THE HIGEST POINT OF A LOW RIDGE AND THE STATION.
 HG0925'
 HG0925'THE STATION MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 HG0925'BOGERD 1953.
 HG0925'
 HG0925'REFERENCE MARK 1 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HG0925'BOGERD NO 1 1953.
 HG0925'
 HG0925'REFERENCE MARK 2 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HG0925'BOGERD NO 2 1953.
 HG0925'
 HG0925'THE AZIMUTH MARK IS 92 FEET EAST OF THE CENTER OF THE GATE,
 HG0925'16 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 8.5 FEET WEST
 HG0925'OF A TELEPHONE POLE, 2 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS
 HG0925'POST AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 8 INCHES
 HG0925'AND THE DISK IS STAMPED BOGERD 1953.
 HG0925'
 HG0925'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HG0925
 HG0925                          STATION RECOVERY (1976)
 HG0925
 HG0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HG0925'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HG0925'RECOVERED AND FOUND IN GOOD CONDITION.  BY REQUEST OF THE PROPERTY
 HG0925'OWNER THE STATION MARKS WERE LOWERED 2 FEET BELOW THE GROUND
 HG0925'SURFACE AND REFERENCE MARKS 1 AND 2 WILL BE REMOVED BY THE PROPERTY
 HG0925'OWNER AS THIS LAND WILL BE UNDER CULTIVATION AND AN IRRIGATION
 HG0925'SYSTEM ERRECTED IN THIS AREA.  THE STATION MARKS WERE LOWERED 2 FEET
 HG0925'BELOW THE GROUND SURFACE AND REFERENCE MARKS 3 AND 4 WERE
 HG0925'ESTABLISHED THIS DATE.
 HG0925'
 HG0925'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 HG0925'
 HG0925'THE STATION IS LOCATED ABOUT 8.0 MILES NORTHEAST OF KINSLEY, ABOUT
 HG0925'4.0 MILES NORTHWEST OF LEWIS, IN THE NORTHWEST QUARTER OF SECTION 10,
 HG0925'T 24 S, R 18 W ON A RIDGE IN FARMED LAND OWNED BY MRS. MARTINA
 HG0925'BOGERD, ROUTE 2, LEWIS, KANSAS 67552 AND SHE LIVES 0.75 MILE
 HG0925'EAST OF THE STATION.
 HG0925'
 HG0925'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LEWIS, GO NORTH ON A
 HG0925'GRAVELED ROAD FOR 0.1 MILE TO A T-INTERSECTION, TURN LEFT, WEST, AND
 HG0925'FOLLOW THE MAIN GRAVELED ROAD FOR 2.25 MILES TO A CROSS ROAD, TURN
 HG0925'RIGHT, NORTH, AND FOLLOW THE MAIN DIRT ROAD FOR 3.05 MILES TO A
 HG0925'GRADED SAND ROAD ON THE RIGHT, TURN RIGHT, EAST, AND FOLLOW THE
 HG0925'SAND ROAD FOR 0.2 MILE TO TOP OF RIDGE AND THE STATION ON THE
 HG0925'RIGHT, CONTINUE EAST ON THE SAND ROAD FOR 0.25 MILE TO THE
 HG0925'AZIMUTH MARK ON THE RIGHT.
 HG0925'
 HG0925'THE STATION MARKS ARE STANDARD DISKS STAMPED BOGERD 1953 1976.  THE
 HG0925'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 HG0925'MONUMENT 24 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND DISK
 HG0925'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 4.5 FEET
 HG0925'BELOW THE GROUND SURFACE.
 HG0925'
 HG0925'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED,
 HG0925'BOGERD 1953 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HG0925'29 FEET SOUTH OF THE CENTER OF THE SAND ROAD, 1 FOOT WEST OF A
 HG0925'METAL WITNESS POST AND 2 INCHES SOUTH OF AN EAST-WEST FENCELINE.
 HG0925'
 HG0925'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED,
 HG0925'BOGERD 1953 NO 4 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HG0925'29 FEET SOUTH OF THE CENTER OF THE SAND ROAD, 1 FOOT WEST OF A
 HG0925'METAL WITNESS POST AND 2 INCHES SOUTH OF THE EAST-WEST FENCELINE.
 HG0925'
 HG0925'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOGERD 1953, SET IN THE
 HG0925'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8
 HG0925'INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET SOUTH OF THE CENTER
 HG0925'OF THE SAND ROAD, 8 FEET WEST OF A CUT-OFF TELEPHONE POLE USED AS
 HG0925'A FENCE POST IN THE FENCELINE, 1 FOOT NORTH OF THE FENCE AND 1
 HG0925'FOOT NORTH OF A METAL WITNESS POST.
 HG0925'
 HG0925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.7 MILES
 HG0925'NORTHWEST OF LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0769 ***********************************************************************
 KG0769  DESIGNATION -  BOGUE
 KG0769  PID         -  KG0769
 KG0769  STATE/COUNTY-  KS/GRAHAM
 KG0769  USGS QUAD   -  BOGUE NW (1979)
 KG0769
 KG0769                         *CURRENT SURVEY CONTROL
 KG0769  ___________________________________________________________________
 KG0769* NAD 83(1997)-  39 22 45.99889(N)    099 43 24.42369(W)     ADJUSTED  
 KG0769* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 KG0769  ___________________________________________________________________
 KG0769  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 KG0769  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 KG0769
 KG0769  HORZ ORDER  -  THIRD
 KG0769
 KG0769.The horizontal coordinates were established by classical geodetic methods
 KG0769.and adjusted by the National Geodetic Survey in October 1998..
 KG0769
 KG0769.The orthometric height was scaled from a topographic map.
 KG0769
 KG0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0769
 KG0769.The geoid height was determined by GEOID03.
 KG0769
 KG0769;                    North         East     Units Scale Factor Converg.
 KG0769;SPC KS N     -   117,543.940   251,519.320   MT  0.99995937   -1 05 25.6
 KG0769;UTM  14      - 4,359,134.868   437,690.750   MT  0.99964780   -0 27 32.4
 KG0769
 KG0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0769!SPC KS N     -   0.99990718  x   0.99995937  =   0.99986655
 KG0769!UTM  14      -   0.99990718  x   0.99964780  =   0.99955501
 KG0769
 KG0769|---------------------------------------------------------------------|
 KG0769| PID    Reference Object                     Distance      Geod. Az  |
 KG0769|                                                           dddmmss.s |
 KG0769| CN7924 BOGUE RM 1                            8.878 METERS 08559     |
 KG0769| CN7923 BOGUE AZ MK                                        0880557.1 |
 KG0769| KG0768 BOGUE MUNICIPAL STANDPIPE           APPROX. 3.9 KM 1261016.6 |
 KG0769| KG0770 BOGUE 2                              47.542 METERS 18146     |
 KG0769| KG0791 HILL CITY MUNICIPAL TANK            APPROX.10.7 KM 2625824.1 |
 KG0769| CN7925 BOGUE RM 2                            8.564 METERS 26626     |
 KG0769|---------------------------------------------------------------------|
 KG0769
 KG0769                          SUPERSEDED SURVEY CONTROL
 KG0769
 KG0769  NAD 83(1986)-  39 22 46.00357(N)    099 43 24.42501(W) AD(       ) 3
 KG0769  NAD 27      -  39 22 45.98100(N)    099 43 23.00600(W) AD(       ) 3
 KG0769
 KG0769.Superseded values are not recommended for survey control.
 KG0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0769.See file dsdata.txt to determine how the superseded data were derived.
 KG0769
 KG0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ3769159135(NAD 83)
 KG0769_MARKER: DS = TRIANGULATION STATION DISK
 KG0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0769
 KG0769  HISTORY     - Date     Condition        Report By
 KG0769  HISTORY     - 1950     MONUMENTED       CGS
 KG0769  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KG0769
 KG0769                          STATION DESCRIPTION
 KG0769
 KG0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0769'THE STATION IS LOCATED ABOUT 6.5 MILES EAST AND 1.0 MILE NORTH OF
 KG0769'HILL CITY AND ABOUT 2.5 MILES NORTHWEST OF BOGUE ON THE SOUTH
 KG0769'RIGHT-OF-WAY OF U.S. HIGHWAY 24.  IT IS 45 FEET SOUTH OF THE
 KG0769'CENTER OF U.S. HIGHWAY 24, 28 FEET EAST OF A TRIANGULAR BLAZED
 KG0769'TELEPHONE POLE AND 4 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT
 KG0769'IS STAMPED BOGUE 1950 AND PROJECTS 5 INCHES.
 KG0769'
 KG0769'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 43 FEET SOUTH OF
 KG0769'THE CENTER OF U.S. HIGHWAY 24, 6 FEET NORTH OF AN EAST-WEST
 KG0769'FENCE LINE AND 2 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 KG0769'BOGUE NO 1 1950 AND PROJECTS 4 INCHES.
 KG0769'
 KG0769'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 47 FEET SOUTH
 KG0769'OF THE CENTER OF U.S. HIGHWAY 24, 2 FEET SOUTH OF A TRIANGULAR
 KG0769'BLAZED TELEPHONE POLE AND 2 FEET NORTH OF AN EAST-WEST FENCE
 KG0769'LINE.  IT IS STAMPED BOGUE NO 2 1950 AND PROJECTS 4 INCHES.
 KG0769'
 KG0769'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 48 FEET NORTH
 KG0769'OF THE CENTER OF U.S. HIGHWAY 24 AND 1 FOOT WEST OF A WITNESS
 KG0769'POST.  IT IS STAMPED BOGUE 1950 AND PROJECTS 4 INCHES.
 KG0769'
 KG0769'TO REACH THE STATION FROM THE POST OFFICE IN HILL CITY, GO EAST
 KG0769'ON U.S. HIGHWAY 24 FOR 6.75 MILES TO STATION ON RIGHT AS DESCRIBED.
 KG0769'(CONTINUE EAST FOR 0.7 MILE TO THE AZIMUTH MARK ON LEFT AS
 KG0769'DESCRIBED.)
 KG0769
 KG0769                          STATION RECOVERY (1962)
 KG0769
 KG0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KG0769'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KG0769'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG U.S. HIGHWAY 24
 KG0769'WILL DESTROY THE STATION MARK AND BOTH REFERENCE MARKS, SO A
 KG0769'NEW STATION, BOGUE 2, WAS ESTABLISHED AND TWO NEW REFERENCE
 KG0769'MARKS.  THIS STATION MARK AND BOTH REFERENCE MARKS WERE
 KG0769'DESTROYED.  SEE BOGUE 2 FOR DETAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0770 ***********************************************************************
 KG0770  DESIGNATION -  BOGUE 2
 KG0770  PID         -  KG0770
 KG0770  STATE/COUNTY-  KS/GRAHAM
 KG0770  USGS QUAD   -  BOGUE NW (1979)
 KG0770
 KG0770                         *CURRENT SURVEY CONTROL
 KG0770  ___________________________________________________________________
 KG0770* NAD 83(1997)-  39 22 44.45803(N)    099 43 24.48471(W)     ADJUSTED  
 KG0770* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 KG0770  ___________________________________________________________________
 KG0770  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 KG0770  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 KG0770
 KG0770  HORZ ORDER  -  THIRD
 KG0770
 KG0770.The horizontal coordinates were established by classical geodetic methods
 KG0770.and adjusted by the National Geodetic Survey in October 1998..
 KG0770.No horizontal observational check was made to the station.
 KG0770
 KG0770.The orthometric height was scaled from a topographic map.
 KG0770
 KG0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0770
 KG0770.The geoid height was determined by GEOID03.
 KG0770
 KG0770;                    North         East     Units Scale Factor Converg.
 KG0770;SPC KS N     -   117,496.459   251,516.956   MT  0.99995935   -1 05 25.7
 KG0770;UTM  14      - 4,359,087.378   437,688.909   MT  0.99964780   -0 27 32.5
 KG0770
 KG0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0770!SPC KS N     -   0.99990718  x   0.99995935  =   0.99986653
 KG0770!UTM  14      -   0.99990718  x   0.99964780  =   0.99955501
 KG0770
 KG0770|---------------------------------------------------------------------|
 KG0770| PID    Reference Object                     Distance      Geod. Az  |
 KG0770|                                                           dddmmss.s |
 KG0770| KG0769 BOGUE                                47.542 METERS 00146     |
 KG0770| CN7923 BOGUE AZ MK                                        0853053.0 |
 KG0770| CN7926 BOGUE 2 RM 3                         11.211 METERS 09314     |
 KG0770| KG0768 BOGUE MUNICIPAL STANDPIPE           APPROX. 3.9 KM 1253530.8 |
 KG0770| KG0791 HILL CITY MUNICIPAL TANK            APPROX.10.7 KM 2631327.0 |
 KG0770| CN7927 BOGUE 2 RM 4                         16.203 METERS 27402     |
 KG0770|---------------------------------------------------------------------|
 KG0770
 KG0770                          SUPERSEDED SURVEY CONTROL
 KG0770
 KG0770  NAD 83(1986)-  39 22 44.46272(N)    099 43 24.48603(W) AD(       ) 3
 KG0770  NAD 27      -  39 22 44.44000(N)    099 43 23.06700(W) AD(       ) 3
 KG0770
 KG0770.Superseded values are not recommended for survey control.
 KG0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0770.See file dsdata.txt to determine how the superseded data were derived.
 KG0770
 KG0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ3768959087(NAD 83)
 KG0770_MARKER: DS = TRIANGULATION STATION DISK
 KG0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0770
 KG0770  HISTORY     - Date     Condition        Report By
 KG0770  HISTORY     - 1962     MONUMENTED       CGS
 KG0770
 KG0770                          STATION DESCRIPTION
 KG0770
 KG0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KG0770'STATION IS LOCATED ABOUT 7 MILES EAST OF THE TOWN OF HILL CITY,
 KG0770'AND 2 MILES NORTHWEST OF THE SMALL VILLAGE OF BOGUE ON THE SOUTH
 KG0770'RIGHT-OF-WAY OF NEW U.S. HIGHWAY 24, AND 3/4 MILE NORTH OF THE
 KG0770'SOLOMON RIVER IN SEC. 12, T 8 S., R 22 W, 222 FEET EAST OF A
 KG0770'FENCE T-INTERSECTION, 98 FEET SOUTH OF THE CENTER OF NEW U.S.
 KG0770'HIGHWAY 24, 34 FEET WEST OF A TELEPHONE POLE, 24 FEET WEST OF
 KG0770'THE CENTER OF GATE, 14 FEET WEST OF THE WEST GATE POST, 2 FEET
 KG0770'NORTH OF A FENCE, AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.
 KG0770'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BOGUE 2
 KG0770'1962.
 KG0770'
 KG0770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND
 KG0770'283 IN HILL CITY, GO EAST ON U.S. HIGHWAY 24 FOR 6.9 MILES TO
 KG0770'A GATE AND THE STATION ON THE RIGHT AS DESCRIBED.  THIS STATION
 KG0770'MAY BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 KG0770'HIGHWAY 18 ABOUT 1 MILE NORTH OF THE TOWN OF BOGUE BY GOING
 KG0770'WEST ON U.S. HIGHWAY 24 FOR 2.0 MILES TO THE STATION ON THE
 KG0770'SOUTH SIDE OF THE HIGHWAY, ALSO.
 KG0770'
 KG0770'REFERENCE MARK NO. 3 IS 99 FEET SOUTH OF THE CENTER OF NEW U.S.
 KG0770'HIGHWAY 24, 3 FEET EAST OF THE EAST GATE POST OF GATE, 3 FEET
 KG0770'EAST-SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF FENCE.
 KG0770'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BOGUE 2 NO 3
 KG0770'1962.
 KG0770'
 KG0770'REFERENCE MARK NO. 4 IS 181 FEET EAST OF A TELEPHONE POLE, 169
 KG0770'FEET EAST OF A FENCE T-INTERSECTION, 99 FEET SOUTH OF THE CENTER
 KG0770'OF U.S. HIGHWAY 24, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 KG0770'4 INCHES AND THE DISK IS STAMPED BOGUE 2 NO 4 1962.
 KG0770'
 KG0770'AZIMUTH MARK IS 0.65 MILE EAST OF THE STATION, 0.15 MILE EAST
 KG0770'OF A T-ROAD NORTH, 47 FEET NORTH OF THE CENTER OF OLD U.S. HIGHWAY
 KG0770'24, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.  THE MARK IS
 KG0770'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KG0770'BOGUE 1950.
 KG0770'
 KG0770'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY
 KG0770'24 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT OR THE NORTH
 KG0770'SIDE OF OLD U.S. HIGHWAY 24 AS DESCRIBED.  THIS AZIMUTH MARK MAY
 KG0770'BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE HIGHWAY
 KG0770'18 ABOUT 1 MILE NORTH OF BOGUE BY GOING WEST ON U.S. HIGHWAY 24
 KG0770'FOR 1.3 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE OF THE OLD
 KG0770'HIGHWAY, ALSO.
 KG0770'
 KG0770'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0768 ***********************************************************************
 KG0768  DESIGNATION -  BOGUE MUNICIPAL STANDPIPE
 KG0768  PID         -  KG0768
 KG0768  STATE/COUNTY-  KS/GRAHAM
 KG0768  USGS QUAD   -  BOGUE (1979)
 KG0768
 KG0768                         *CURRENT SURVEY CONTROL
 KG0768  ___________________________________________________________________
 KG0768* NAD 83(1997)-  39 21 31.23709(N)    099 41 12.73807(W)     ADJUSTED  
 KG0768* NAVD 88     -                                                        
 KG0768  ___________________________________________________________________
 KG0768  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 KG0768  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 KG0768
 KG0768  HORZ ORDER  -  THIRD
 KG0768
 KG0768.The horizontal coordinates were established by classical geodetic methods
 KG0768.and adjusted by the National Geodetic Survey in October 1998..
 KG0768
 KG0768
 KG0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0768
 KG0768.The geoid height was determined by GEOID03.
 KG0768
 KG0768;                    North         East     Units Scale Factor Converg.
 KG0768;SPC KS N     -   115,179.470   254,627.431   MT  0.99995862   -1 04 02.3
 KG0768;UTM  14      - 4,356,805.532   440,823.752   MT  0.99964312   -0 26 08.2
 KG0768
 KG0768                          SUPERSEDED SURVEY CONTROL
 KG0768
 KG0768  NAD 83(1986)-  39 21 31.24171(N)    099 41 12.73934(W) AD(       ) 4
 KG0768  NAD 27      -  39 21 31.22400(N)    099 41 11.33700(W) AD(       ) 3
 KG0768
 KG0768.Superseded values are not recommended for survey control.
 KG0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0768.See file dsdata.txt to determine how the superseded data were derived.
 KG0768
 KG0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ4082456806(NAD 83)
 KG0768_MARKER: 52 = STANDPIPE TANK
 KG0768
 KG0768  HISTORY     - Date     Condition        Report By
 KG0768  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0768
 KG0768                          STATION DESCRIPTION
 KG0768
 KG0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0768'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF BOGUE IN A
 KG0768'SMALL PARK AREA JUST EAST OF THE RURAL HIGH SCHOOL.  IT IS 144.0
 KG0768'FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 18 AND 80.0 FEET
 KG0768'SOUTH OF THE CENTER OF A GRADED STREET.
 KG0768'
 KG0768'IT IS AN EIGHT SIDED RE-INFORCED CONCRETE STRUCTURE 18 FEET
 KG0768'IN DIAMETER AND HAS AN OVER-ALL HEIGHT OF 130.0 FEET.
 KG0768'
 KG0768'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE
 KG0768'STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1523 ***********************************************************************
 JF1523  DESIGNATION -  BOIS
 JF1523  PID         -  JF1523
 JF1523  STATE/COUNTY-  KS/MARION
 JF1523  USGS QUAD   -  PEABODY NW (1989)
 JF1523
 JF1523                         *CURRENT SURVEY CONTROL
 JF1523  ___________________________________________________________________
 JF1523* NAD 83(1997)-  38 11 35.32394(N)    097 10 00.00411(W)     ADJUSTED  
 JF1523* NAVD 88     -       454.1    (meters)    1490.     (feet)  VERTCON   
 JF1523  ___________________________________________________________________
 JF1523  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 JF1523  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 JF1523
 JF1523  HORZ ORDER  -  SECOND
 JF1523
 JF1523.The horizontal coordinates were established by classical geodetic methods
 JF1523.and adjusted by the National Geodetic Survey in October 1998..
 JF1523
 JF1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1523
 JF1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1523
 JF1523.The geoid height was determined by GEOID03.
 JF1523
 JF1523;                    North         East     Units Scale Factor Converg.
 JF1523;SPC KS S     -   570,252.695   516,791.910   MT  0.99994744   +0 49 09.7
 JF1523;UTM  14      - 4,228,833.740   660,545.103   MT  0.99991744   +1 08 01.7
 JF1523
 JF1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1523!SPC KS S     -   0.99993331  x   0.99994744  =   0.99988075
 JF1523!UTM  14      -   0.99993331  x   0.99991744  =   0.99985075
 JF1523
 JF1523                          SUPERSEDED SURVEY CONTROL
 JF1523
 JF1523  NAD 83(1997)-  38 11 35.33351(N)    097 10 00.00362(W) AD(       ) 2
 JF1523  NAD 83(1986)-  38 11 35.33539(N)    097 10 00.00340(W) AD(       ) 2
 JF1523  NAD 27      -  38 11 35.28922(N)    097 09 58.89243(W) AD(       ) 2
 JF1523  NGVD 29 (07/19/86)  453.9    (m)         1489.     (f) VERT ANG       
 JF1523
 JF1523.Superseded values are not recommended for survey control.
 JF1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1523.See file dsdata.txt to determine how the superseded data were derived.
 JF1523
 JF1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH6054528834(NAD 83)
 JF1523_MARKER: DS = TRIANGULATION STATION DISK
 JF1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1523+STABILITY: SURFACE MOTION
 JF1523
 JF1523  HISTORY     - Date     Condition        Report By
 JF1523  HISTORY     - 1956     MONUMENTED       USGS
 JF1523  HISTORY     - 1972     GOOD             USGS
 JF1523
 JF1523                          STATION DESCRIPTION
 JF1523
 JF1523'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (ILC)
 JF1523'THE STATION IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JF1523'STAMPED BOIS 1956, SET IN THE TOP OF A 6-INCH CYLINDRICAL
 JF1523'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 JF1523'6-INCH CYULINDRICAL CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 JF1523'IT IS LOCATED ABOUT 3.5 MILES WEST AND 1.5 MILES NORTH OF
 JF1523'PEABODY, 5 MILES EAST AND 5 MILES NORTH OF WALTON, IN THE
 JF1523'SOUTHWEST 1/4 OF SECTION 25, T 21 S, R 2 E, IN A FENCE
 JF1523'LINE SEPARATINIG CULTIVATED FIELDS AND 450 PACES NORTH OF AN
 JF1523'EAST-WEST ROAD.
 JF1523'
 JF1523'TO REACH THE STATION FROM THE POST OFFICE IN PEABODY, GO
 JF1523'EAST ON SECOND STREET FOR 0.05 MILE TO WALNUT STREET.  TURN
 JF1523'RIGHT AND GO NORTH ON WALNUT STREET FOR 0.6 MILE TO U.S.
 JF1523'HIGHWAY 50.  TURN LEFT AND GO WEST ON HIGHWAY 50 FOR 3.65 MILES
 JF1523'TO A CROSSROAD.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO
 JF1523'A CROSSROAD.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A
 JF1523'CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.25 MILE TO THE END
 JF1523'END OF TRUCK TRAVEL.  WALK NORTH FOR ABOUT 450 PACES TO
 JF1523'THE STATION ON THE HIGHEST POINT.
 JF1523'
 JF1523'A GEODIMETER TRAVERSE WAS MADE FROM TRAVERSE STATION SPRING,
 JF1523'THE DISTANCE BEING 1,411.875 METERS EAST-NORTHEAST OF STATION
 JF1523'SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0484 ***********************************************************************
 JH0484  DESIGNATION -  BOLES
 JH0484  PID         -  JH0484
 JH0484  STATE/COUNTY-  KS/LOGAN
 JH0484  USGS QUAD   -  ELKADER NE (1972)
 JH0484
 JH0484                         *CURRENT SURVEY CONTROL
 JH0484  ___________________________________________________________________
 JH0484* NAD 83(1997)-  38 57 28.61927(N)    100 51 04.87408(W)     ADJUSTED  
 JH0484* NAVD 88     -       918.703  (meters)    3014.11   (feet)  ADJUSTED  
 JH0484  ___________________________________________________________________
 JH0484  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 JH0484  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 JH0484  DYNAMIC HT  -         917.967 (meters)    3011.70  (feet)  COMP
 JH0484  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 JH0484
 JH0484  HORZ ORDER  -  THIRD
 JH0484  VERT ORDER  -  FIRST     CLASS II
 JH0484
 JH0484.The horizontal coordinates were established by classical geodetic methods
 JH0484.and adjusted by the National Geodetic Survey in October 1998..
 JH0484
 JH0484.The orthometric height was determined by differential leveling
 JH0484.and adjusted by the National Geodetic Survey in June 1991..
 JH0484
 JH0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0484
 JH0484.The geoid height was determined by GEOID03.
 JH0484
 JH0484.The dynamic height is computed by dividing the NAVD 88
 JH0484.geopotential number by the normal gravity value computed on the
 JH0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0484.degrees latitude (g = 980.6199 gals.).
 JH0484
 JH0484.The modeled gravity was interpolated from observed gravity values.
 JH0484
 JH0484;                    North         East     Units Scale Factor Converg.
 JH0484;SPC KS N     -    73,229.659   152,899.622   MT  0.99996983   -1 48 14.7
 JH0484;UTM  14      - 4,313,740.057   339,587.264   MT  0.99991686   -1 09 51.4
 JH0484
 JH0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0484!SPC KS N     -   0.99985975  x   0.99996983  =   0.99982959
 JH0484!UTM  14      -   0.99985975  x   0.99991686  =   0.99977663
 JH0484
 JH0484|---------------------------------------------------------------------|
 JH0484| PID    Reference Object                     Distance      Geod. Az  |
 JH0484|                                                           dddmmss.s |
 JH0484| CK9005 BOLES RM 1                           22.877 METERS 18227     |
 JH0484| CK9004 BOLES AZ MK                                        1831611.7 |
 JH0484| CK9006 BOLES RM 2                           33.391 METERS 27016     |
 JH0484|---------------------------------------------------------------------|
 JH0484
 JH0484                          SUPERSEDED SURVEY CONTROL
 JH0484
 JH0484  NAD 83(1986)-  38 57 28.62212(N)    100 51 04.87664(W) AD(       ) 3
 JH0484  NAD 27      -  38 57 28.58600(N)    100 51 03.34900(W) AD(       ) 3
 JH0484  NGVD 29 (02/14/92)  918.363  (m)         3013.00   (f) ADJUSTED    1 2
 JH0484
 JH0484.Superseded values are not recommended for survey control.
 JH0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0484.See file dsdata.txt to determine how the superseded data were derived.
 JH0484
 JH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3958713740(NAD 83)
 JH0484_MARKER: DS = TRIANGULATION STATION DISK
 JH0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0484_SP_SET: CONCRETE POST
 JH0484_STAMPING: BOLES 1950
 JH0484_MARK LOGO: CGS   
 JH0484_PROJECTION: RECESSED 5 CENTIMETERS
 JH0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0484+STABILITY: SURFACE MOTION
 JH0484
 JH0484  HISTORY     - Date     Condition        Report By
 JH0484  HISTORY     - 1950     MONUMENTED       CGS
 JH0484  HISTORY     - 1954     GOOD             AMS
 JH0484  HISTORY     - 1986     GOOD             NGS
 JH0484
 JH0484                          STATION DESCRIPTION
 JH0484
 JH0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JH0484'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTH OF OAKLEY IN
 JH0484'THE NORTHWEST CORNER OF A SCHOOLYARD.  IT IS 78 FEET NORTHWEST
 JH0484'OF THE NORTHWEST CORNER OF SCHOOLHOUSE, 53 FEET EAST OF THE
 JH0484'CENTER OF U.S. HIGHWAY 83, 29 FEET NORTH OF THE CENTER OF
 JH0484'DRIVEWAY INTO SCHOOLYARD AND 4 FEET SOUTH OF A WITNESS POST.
 JH0484'IT IS STAMPED BOLES 1950 AND IS FLUSH WITH THE GROUND SURFACE.
 JH0484'
 JH0484'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF SCHOOLYARD, 53
 JH0484'FEET EAST OF THE CENTER OF U.S. HIGHWAY 83 AND 33 FEET WEST
 JH0484'OF THE WEST SIDE OF SCHOOLHOUSE.  IT IS STAMPED BOLES NO 1 1950
 JH0484'AND IS FLUSH WITH THE GROUND SURFACE.
 JH0484'
 JH0484'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 56 FEET
 JH0484'WEST OF THE CENTER OF U.S. HIGHWAY 83 AND 1 FOOT EAST OF A
 JH0484'NORTH-SOUTH FENCE LINE.  IT IS STAMPED BOLES NO 2 1950 AND
 JH0484'PROJECTS 2 INCHES.
 JH0484'
 JH0484'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 130.45 FEET.
 JH0484'
 JH0484'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 48 FEET WEST
 JH0484'OF THE CENTER OF U.S. HIGHWAY 83, 4 FEET NORTH OF A WITNESS
 JH0484'POST, 2 FEET NORTH OF TELEPHONE POLE 415 AND 1 FOOT EAST OF
 JH0484'A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BOLES 1950 AND PROJECTS
 JH0484'3 INCHES.
 JH0484'
 JH0484'TO REACH THE STATION FROM THE POST OFFICE IN OAKLEY, GO SOUTH,
 JH0484'EAST AND SOUTH ON U.S. HIGHWAY 83 FOR 0.7 MILE TO JUNCTION
 JH0484'WITH U.S. HIGHWAY 40, CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR
 JH0484'11.45 MILES TO SCHOOLYARD ON LEFT AND STATION IN NORTHWEST
 JH0484'CORNER AS DESCRIBED.  (CONTINUE SOUTH FOR 0.45 MILE TO AZIMUTH
 JH0484'MARK ON RIGHT AS DESCRIBED.)
 JH0484
 JH0484                          STATION RECOVERY (1954)
 JH0484
 JH0484'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 JH0484'STATION FOUND IN GOOD CONDITION.  IT IS 813 FEET S OF CENTER
 JH0484'LINE OF U.S. 83 AND LOGAN COUNTY ROAD 452, SECTION CORNER 34,
 JH0484'35, 2 AND 3, T 12-13 S, R 32 W, AND 54 FEET E OF CENTER LINE OF
 JH0484'U.S. HWY 83.
 JH0484'
 JH0484'ARMY MAP SERVICE ELEVATION 4TH ORDER IS 3011.83 FEET.
 JH0484
 JH0484                          STATION RECOVERY (1986)
 JH0484
 JH0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0484'17.7 KM (11.0 MI) SOUTH FROM OAKLEY.
 JH0484'17.74 KM (11.09 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0484'HIGHWAY 40 AT OAKLEY, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 JH0484'FIELD ENTRANCE ROAD, 0.24 KM (0.15 MI) SOUTH OF THE JUNCTION OF COUNTY
 JH0484'ROAD 452, 0.32 KM (0.20 MI) NORTH OF MILEPOST 140, 16.1 METERS (53 FT)
 JH0484'EAST OF THE HIGHWAY CENTERLINE AND 8.8 METERS (29 FT) NORTH OF THE
 JH0484'CENTER OF THE ROAD.
 JH0484'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0484'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1319 ***********************************************************************
 HF1319  DESIGNATION -  BOLTON
 HF1319  PID         -  HF1319
 HF1319  STATE/COUNTY-  KS/COWLEY
 HF1319  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1319
 HF1319                         *CURRENT SURVEY CONTROL
 HF1319  ___________________________________________________________________
 HF1319* NAD 83(1997)-  37 00 45.37120(N)    097 02 03.26484(W)     ADJUSTED  
 HF1319* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 HF1319  ___________________________________________________________________
 HF1319  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 HF1319  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF1319
 HF1319  HORZ ORDER  -  SECOND
 HF1319
 HF1319.The horizontal coordinates were established by classical geodetic methods
 HF1319.and adjusted by the National Geodetic Survey in October 1998..
 HF1319
 HF1319.The orthometric height was scaled from a topographic map.
 HF1319
 HF1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1319
 HF1319.The geoid height was determined by GEOID03.
 HF1319
 HF1319;                    North         East     Units Scale Factor Converg.
 HF1319;SPC KS S     -   439,419.936   530,450.597   MT  1.00005964   +0 54 02.7
 HF1319;SPC OK N     -   223,744.338   685,952.936   MT  1.00005413   +0 34 11.8
 HF1319;SPC OK N     -   734,067.88  2,250,497.26   sFT  1.00005413   +0 34 11.8
 HF1319;UTM  14      - 4,098,076.905   674,886.233   MT  0.99997679   +1 11 01.2
 HF1319
 HF1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1319!SPC KS S     -   0.99994883  x   1.00005964  =   1.00000846
 HF1319!SPC OK N     -   0.99994883  x   1.00005413  =   1.00000295
 HF1319!UTM  14      -   0.99994883  x   0.99997679  =   0.99992562
 HF1319
 HF1319|---------------------------------------------------------------------|
 HF1319| PID    Reference Object                     Distance      Geod. Az  |
 HF1319|                                                           dddmmss.s |
 HF1319| AI1335 BOLTON RM 1                          15.950 METERS 08833     |
 HF1319| HF1323 BOLTON AZ MK                        APPROX. 0.6 KM 0885835.3 |
 HF1319| HF1321 BOLTON 2                             44.770 METERS 09012     |
 HF1319| HF1311 BOLTON TOWNSHIP WATER CORP TK       APPROX. 0.8 KM 2501020.7 |
 HF1319| AI1336 BOLTON RM 2                          13.820 METERS 27237     |
 HF1319|---------------------------------------------------------------------|
 HF1319
 HF1319                          SUPERSEDED SURVEY CONTROL
 HF1319
 HF1319  NAD 83(1997)-  37 00 45.37163(N)    097 02 03.26183(W) AD(       ) 2
 HF1319  NAD 83(1986)-  37 00 45.38300(N)    097 02 03.25485(W) AD(       ) 2
 HF1319  NAD 27      -  37 00 45.27585(N)    097 02 02.12051(W) AD(       ) 2
 HF1319
 HF1319.Superseded values are not recommended for survey control.
 HF1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1319.See file dsdata.txt to determine how the superseded data were derived.
 HF1319
 HF1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7488698077(NAD 83)
 HF1319_MARKER: DS = TRIANGULATION STATION DISK
 HF1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1319
 HF1319  HISTORY     - Date     Condition        Report By
 HF1319  HISTORY     - 1958     MONUMENTED       CGS
 HF1319  HISTORY     - 1963     GOOD             CGS
 HF1319
 HF1319                          STATION DESCRIPTION
 HF1319
 HF1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HF1319'STATION IS ABOUT 3-1/2 MILES SOUTH OF ARKANSAS CITY, 1 MILE
 HF1319'NORTH OF THE KANSAS-OKLAHOMA STATE LINE, ON NORTH SIDE OF THE
 HF1319'NORTHWEST 1/4 OF SECTION 18, T 35 S., R 4 E, ON THE ARKANSAS
 HF1319'CITY AIRPORT.
 HF1319'
 HF1319'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS
 HF1319'77 AND 166 IN THE SOUTH EDGE OF ARKANSAS CITY BUSINESS DISTRICT
 HF1319'BY GOING SOUTH ON U.S. HIGHWAY 77 FOR 3 MILES TO CROSSROADS AT
 HF1319'KANSAS PORT OF ENTRY NO. 25 IN THE NORTHEAST ANGLE, TURN
 HF1319'LEFT, EAST, ON SURFACED ROAD 0.25 MILE TO A HOUSE ON THE LEFT,
 HF1319'GATE AND FIELD ENTRANCE AND STATION ON THE RIGHT.
 HF1319'
 HF1319'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 9 INCH SQUARE,
 HF1319'CONCRETE POSTS.
 HF1319'
 HF1319'STATION MARKS ARE STAMPED BOLTON 1957 AND THE SURFACE MARK
 HF1319'IS FLUSH WITH THE GROUND.  IT IS 67 FEET EAST OF THE CENTER OF
 HF1319'THE GATE AND FIELD ENTRANCE, 40 FEET SOUTH OF THE CENTER OF THE
 HF1319'PAVED ROAD, 132 FEET WEST OF A TELEPHONE POLE AND 4 FEET SOUTH
 HF1319'OF A ROAD RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE WITNESS POST
 HF1319'WAS SET 4 FEET NORTHWEST OF THE MARK.  THE UNDERGROUND MARK IS
 HF1319'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 HF1319'SURFACE.
 HF1319'
 HF1319'REFERENCE MARK 1 IS STAMPED BOLTON NO 1 1957 AND PROJECTS 5
 HF1319'INCHES.  IT IS 75 FEET WEST OF THE TELEPHONE POLE, 38 FEET SOUTH
 HF1319'OF THE CENTER OF THE PAVED ROAD AND 1 FOOT SOUTH OF THE
 HF1319'RIGHT-OF-WAY FENCE.
 HF1319'
 HF1319'REFERENCE MARK 2 IS STAMPED BOLTON NO 2 1957 AND PROJECTS 5
 HF1319'INCHES.  IT IS 41 SOUTH OF THE CENTER OF THE PAVED ROAD, 20
 HF1319'FEET EAST OF THE CENTER OF THE GATE AND FIELD ENTRANCE AND
 HF1319'5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 HF1319'
 HF1319'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING EAST ON THE
 HF1319'PAVED ROAD 0.4 MILE TO A DRIVEWAY, HOUSE AND MARK ON THE
 HF1319'LEFT.  IT IS STAMPED BOLTON 1957 AND PROJECTS 5 INCHES.  IT
 HF1319'IS 84 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 35 FEET
 HF1319'NORTH OF THE CENTER OF THE PAVED ROAD, 15 FEET WEST OF THE
 HF1319'CENTER OF THE DRIVEWAY, 3 FEET WEST OF A POWERLINE POLE AND 1
 HF1319'FOOT SOUTH OF A ROAD RIGHT-OF-WAY FENCE.  A 4 IN X 4 IN WHITE
 HF1319'WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
 HF1319
 HF1319                          STATION RECOVERY (1963)
 HF1319
 HF1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 HF1319'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HF1319'FOUND IN GOOD CONDITION.  THE STATION AND BOTH REFERENCE MARKS
 HF1319'WILL BE DESTROYED BY CONSTRUCTION WORK, SO THEY WERE MOVED
 HF1319'AS REQUESTED BY EARL R. HAINES WHO OWNS THE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1321 ***********************************************************************
 HF1321  DESIGNATION -  BOLTON 2
 HF1321  PID         -  HF1321
 HF1321  STATE/COUNTY-  KS/COWLEY
 HF1321  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1321
 HF1321                         *CURRENT SURVEY CONTROL
 HF1321  ___________________________________________________________________
 HF1321* NAD 83(1997)-  37 00 45.36597(N)    097 02 01.45386(W)     ADJUSTED  
 HF1321* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 HF1321  ___________________________________________________________________
 HF1321  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 HF1321  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF1321
 HF1321  HORZ ORDER  -  SECOND
 HF1321
 HF1321.The horizontal coordinates were established by classical geodetic methods
 HF1321.and adjusted by the National Geodetic Survey in October 1998..
 HF1321
 HF1321.The orthometric height was scaled from a topographic map.
 HF1321
 HF1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1321
 HF1321.The geoid height was determined by GEOID03.
 HF1321
 HF1321;                    North         East     Units Scale Factor Converg.
 HF1321;SPC KS S     -   439,420.478   530,495.367   MT  1.00005964   +0 54 03.8
 HF1321;SPC OK N     -   223,744.622   685,997.708   MT  1.00005413   +0 34 12.9
 HF1321;SPC OK N     -   734,068.81  2,250,644.15   sFT  1.00005413   +0 34 12.9
 HF1321;UTM  14      - 4,098,077.669   674,930.996   MT  0.99997698   +1 11 02.3
 HF1321
 HF1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1321!SPC KS S     -   0.99994883  x   1.00005964  =   1.00000846
 HF1321!SPC OK N     -   0.99994883  x   1.00005413  =   1.00000295
 HF1321!UTM  14      -   0.99994883  x   0.99997698  =   0.99992581
 HF1321
 HF1321|---------------------------------------------------------------------|
 HF1321| PID    Reference Object                     Distance      Geod. Az  |
 HF1321|                                                           dddmmss.s |
 HF1321| AI1333 BOLTON 2 RM 3                        27.344 METERS 03902     |
 HF1321| HF1323 BOLTON AZ MK                        APPROX. 0.6 KM 0885256.6 |
 HF1321| HF1311 BOLTON TOWNSHIP WATER CORP TK       APPROX. 0.8 KM 2511409.1 |
 HF1321| HF1319 BOLTON                               44.770 METERS 27012     |
 HF1321| AI1334 BOLTON 2 RM 4                        35.997 METERS 30751     |
 HF1321| HF1315 ARKANSAS CITY MUNICIPAL TANK        APPROX. 6.6 KM 3484114.2 |
 HF1321|---------------------------------------------------------------------|
 HF1321
 HF1321                          SUPERSEDED SURVEY CONTROL
 HF1321
 HF1321  NAD 83(1997)-  37 00 45.36640(N)    097 02 01.45085(W) AD(       ) 2
 HF1321  NAD 83(1986)-  37 00 45.37778(N)    097 02 01.44387(W) AD(       ) 2
 HF1321  NAD 27      -  37 00 45.27059(N)    097 02 00.30959(W) AD(       ) 2
 HF1321
 HF1321.Superseded values are not recommended for survey control.
 HF1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1321.See file dsdata.txt to determine how the superseded data were derived.
 HF1321
 HF1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7493198078(NAD 83)
 HF1321_MARKER: DS = TRIANGULATION STATION DISK
 HF1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1321_STAMPING: BOLTON 2 1963
 HF1321_MARK LOGO: CGS   
 HF1321_PROJECTION: RECESSED 10 CENTIMETERS
 HF1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1321+STABILITY: SURFACE MOTION
 HF1321
 HF1321  HISTORY     - Date     Condition        Report By
 HF1321  HISTORY     - 1963     MONUMENTED       CGS
 HF1321  HISTORY     - 19840515 GOOD             NGS
 HF1321
 HF1321                          STATION DESCRIPTION
 HF1321
 HF1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 HF1321'STATION IS LOCATED ABOUT 3 AND 1/2 MILES SOUTH OF ARK CITY AND 1
 HF1321'MILE NORTH OF THE KANSAS-OKLAHOMA STATE LINE ON THE NORTH SIDE OF
 HF1321'THE NW 1/4 OF SEC. 18, T 35 S., R 4 E., ON THE NORTH EDGE OF THE
 HF1321'ARKANSAS CITY AIRPORT, 174 FEET EAST-NORTHEAST OF THE NORTHEAST
 HF1321'CORNER OF A HOUSE, 37 FEET SOUTH OF THE CENTERLINE OF
 HF1321'HARD-SURFACED ROAD, 20 FEET EAST OF A TELEPHONE POLE, AND 2 FEET
 HF1321'SOUTH OF A FENCE AND A NEW STEEL WITNESS POST WITH A SIGN.
 HF1321'THE MARK IS 1 INCH BELOW THE SURFACE OF THE GROUND AND THE
 HF1321'DISK IS STAMPED BOLTON 2 1963.
 HF1321'
 HF1321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77
 HF1321'AND 166 IN THE SOUTH PART OF THE BUSINESS AREA OF ARKANSAS CITY,
 HF1321'GO SOUTH ON U.S. HIGHWAY 77 FOR 3.0 MILES TO CROSSROADS.
 HF1321'TURN LEFT AND GO EAST ON A HARD-SURFACED ROAD FOR 0.25 MILE TO
 HF1321'THE STATION ON THE RIGHT.
 HF1321'
 HF1321'REFERENCE MARK NO. 3 IS NORTHEAST OF THE STATION, 34 FEET NORTH OF
 HF1321'THE CENTER OF HARD-SURFACED ROAD, 2 FEET WEST OF POWER POLE,
 HF1321'AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 HF1321'DISK IS STAMPED BOLTON 2 NO 3 1963.
 HF1321'
 HF1321'REFERENCE MARK NO. 4 IS NORTHWEST OF THE STATION, 58 FEET EAST OF
 HF1321'A POWER POLE, 34 FEET NORTH OF THE CENTER OF HARD-SURFACED
 HF1321'ROAD, AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND
 HF1321'THE DISK IS STAMPED BOLTON 2 NO 4 1963.
 HF1321'
 HF1321'AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 98 FEET
 HF1321'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF MELVIN WHITES BRICK
 HF1321'HOUSE, 34 FEET NORTH OF THE CENTER OF PAVED ROAD, 12 FEET
 HF1321'WEST OF THE CENTER OF DRIVEWAY TO FARM BUILDINGS, 2 FEET WEST
 HF1321'OF FENCE CORNER AND WITNESS POST, AND 1 FOOT SOUTH OF FENCE.
 HF1321'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BOLTON 1957.
 HF1321'
 HF1321'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 HF1321'HARD-SURFACED ROAD FOR 0.35 MILE TO FARM DRIVEWAY AND THE AZIMUTH
 HF1321'MARK ON THE LEFT AS DESCRIBED.
 HF1321'
 HF1321'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HF1321
 HF1321                          STATION RECOVERY (1984)
 HF1321
 HF1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HF1321'THE SURFACE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 HF1321'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 4 WAS FOUND IN A
 HF1321'DISTURBED POSITION.  THE DISTANCE TO THE MARK WAS 17.37 FT (5.29 M)
 HF1321'LONGER THAN THE 1963 MEASUREMENT AND THE DIRECTION WAS 5 DEGREES, 29
 HF1321'MINUTES AND 7 SECONDS SMALLER.  THE ARROW ON THE DISK POINTS
 HF1321'NORTHWEST, RATHER THAT TOWARDS THE STATION.  THE MARK WAS PROBABLY
 HF1321'MOVED BECAUSE OF FARMING OPERATIONS.  SINCE THE MONUMENT WAS SOLID, IT
 HF1321'WAS RESTAMPED--TO BE REFERENCE MARK 5 AND WAS TIED IN AGAIN.  THE
 HF1321'DISTANCE AND DIRECTION TO REFERENCE MARK 3 AGREED WITH 1963 DATA. THE
 HF1321'DIRECTION TO THE AZIMUTH AGREED WITH 1963 DATA, HOWEVER THE 1984
 HF1321'ELECTRONIC DISTANCE DIFFERED FROM AN INVERSED DISTANCE BY 3.1876
 HF1321'METERS (10.4580 FT) LONGER.  OBSERVATIONS AT THE AZIMUTH MARK, BETWEEN
 HF1321'THE STATION AND THE BOLTON TOWNSHIP WATER CORPORATION TANK FAILED TO
 HF1321'AGREED WITH INVERSED VALUES, BUT DID AGREE WITH AN INVERSE FROM THE
 HF1321'1984 COORDINATES FOR THE AZIMUTH MARK.  APPARENTLY THE PREVIOUSLY
 HF1321'PUBLISHED COORDINATES FOR THE AZIMUTH MARK ARE INCORRECT. MEASUREMENTS
 HF1321'TO LOCAL OBJECTS AND AN INTERVIEW WITH THE ADJACENT PROPERTY OWNER
 HF1321'INDICATE THE AZIMUTH MARK HAS NOT BEEN DISTURBED.  DUE TO THE ABOVE
 HF1321'AND ROAD CHANGES, A COMPLETE, NEW DESCRIPTION FOLLOWS. THE STATION IS
 HF1321'LOCATED ABOUT 5.6 KM (3.45 MI) SOUTH OF ARKANSAS CITY, 1.6 KM (1.00
 HF1321'MI) NORTH OF KANSAS, OKLAHOMA STATE LINE 1.37 KM (0.85 MI) EAST OF THE
 HF1321'JUNCTION OF U.S HIGHWAY 77 AND COWLEY COUNTY ROAD 22, IN THE NW 1/4,
 HF1321'SEC 18, T 35 S, R 4 E AND ON PROPERTY OWNED BY DONALD HAINES AND
 HF1321'DOROTHY PATTERSON.  CONTACT DONALD HAINES, RURAL ROUTE 4, ARKANSAS
 HF1321'CITY, KS, 67005. TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY
 HF1321'77 AND 166, IN ARKANSAS CITY, GO SOUTH ON HIGHWAY 77 FOR 5.31 KM (3.30
 HF1321'MI) TO COWLEY COUNTY ROAD 22.  TURN LEFT AND GO EAST ON ROAD 22 FOR
 HF1321'1.37 KM (0.85 MI) TO THE STATION ON THE RIGHT, ON THE CREST OF A HILL.
 HF1321'THE STATION IS A STANDARD CGS DISK STAMPED,---BOLTON 2 1963---, SET
 HF1321'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 HF1321'DIAMETER, RECESSED 4 INCHES (10 CM) BELOW THE GROUND.  THE STATION IS
 HF1321'LOCATED 53.07 METERS (174.11 FT) EAST NORTHEAST FROM THE NORTHEAST
 HF1321'CORNER OF MR HAINES HOUSE, 11.43 METERS (37.50 FT) SOUTH FROM THE
 HF1321'CENTERLINE OF THE ROAD, 0.61 METERS (2.00 FT) SOUTH FROM A WITNESS
 HF1321'POST.  REFERENCE MARK 3, IS A STANDARD CGS DISK STAMPED,---BOLTON 2 NO
 HF1321'3 1963---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 HF1321'(30 CM) ON SIDE, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE
 HF1321'STATION IS LOCATED 10.6 METERS (34.8 FT) NORTH FROM THE CENTERLINE OF
 HF1321'THE ROAD, 0.67 METERS (2.20 FT) WEST FROM A POWERLINE POLE, 0.3 METERS
 HF1321'(1.0 FT) HIGHER THAN THE STATION.  REFERENCE MARK5, IS A STANDARD CGS
 HF1321'DISK STAMPED,---BOLTON 2 NO 5 1963 1984---, SET INTO THE TOP OF A
 HF1321'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 8
 HF1321'INCHES (23 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 25.60 METERS
 HF1321'(83.99 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A HOUSE, 10.6 METERS
 HF1321'(34.8 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 0.90 METERS (2.95 FT)
 HF1321'EAST FROM A POWERLINE POLE, 0.3 METERS (1.0 FT) WEST FROM A FENCE
 HF1321'CORNERAND 0.3 METERS (1.0 FT) HIGHER THAN THE STATION.  AZIMUTH MARK
 HF1321'1, IS A STANDARD CGS DISK STAMPED---BOLTON 1957---, SET INTO THE TOP
 HF1321'OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 4
 HF1321'INCHES (10 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 29.87 METERS
 HF1321'(98.00 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A BRICK HOUSE, 10.36
 HF1321'METERS (33.99 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 4.27 METERS
 HF1321'(14.01 FT) WEST FROM THE CENTERLINE OF A DRIVEWAY, 0.37 METERS (1.21
 HF1321'FT) EAST FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE
 HF1321'STATION, GO EAST ON COUNTY ROAD 22 FOR 0.56 KM (0.35 MI) TO THE MARK
 HF1321'ON THE LEFT, AT A DRIVEWAY TO A BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1323 ***********************************************************************
 HF1323  DESIGNATION -  BOLTON AZ MK
 HF1323  PID         -  HF1323
 HF1323  STATE/COUNTY-  KS/COWLEY
 HF1323  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1323
 HF1323                         *CURRENT SURVEY CONTROL
 HF1323  ___________________________________________________________________
 HF1323* NAD 83(1997)-  37 00 45.73436(N)    097 01 37.86444(W)     ADJUSTED  
 HF1323* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 HF1323  ___________________________________________________________________
 HF1323  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 HF1323  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF1323
 HF1323  HORZ ORDER  -  THIRD
 HF1323
 HF1323.The horizontal coordinates were established by classical geodetic methods
 HF1323.and adjusted by the National Geodetic Survey in October 1998..
 HF1323
 HF1323.The orthometric height was scaled from a topographic map.
 HF1323
 HF1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1323
 HF1323.The geoid height was determined by GEOID03.
 HF1323
 HF1323;                    North         East     Units Scale Factor Converg.
 HF1323;SPC KS S     -   439,441.026   531,078.313   MT  1.00005962   +0 54 18.3
 HF1323;SPC OK N     -   223,761.802   686,580.760   MT  1.00005416   +0 34 26.8
 HF1323;SPC OK N     -   734,125.18  2,252,557.04   sFT  1.00005416   +0 34 26.8
 HF1323;UTM  14      - 4,098,101.092   675,513.786   MT  0.99997950   +1 11 16.5
 HF1323
 HF1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1323!SPC KS S     -   0.99994883  x   1.00005962  =   1.00000845
 HF1323!SPC OK N     -   0.99994883  x   1.00005416  =   1.00000299
 HF1323!UTM  14      -   0.99994883  x   0.99997950  =   0.99992833
 HF1323
 HF1323:                Primary Azimuth Mark                     Grid Az
 HF1323:SPC KS S     -  BOLTON 2                                 267 58 52.5
 HF1323:SPC OK N     -  BOLTON 2                                 268 18 44.0
 HF1323:UTM  14      -  BOLTON 2                                 267 41 54.3
 HF1323
 HF1323|---------------------------------------------------------------------|
 HF1323| PID    Reference Object                     Distance      Geod. Az  |
 HF1323|                                                           dddmmss.s |
 HF1323| HF1321 BOLTON 2                            APPROX. 0.6 KM 2685310.8 |
 HF1323| HF1319 BOLTON                              APPROX. 0.6 KM 2685850.6 |
 HF1323|---------------------------------------------------------------------|
 HF1323
 HF1323                          SUPERSEDED SURVEY CONTROL
 HF1323
 HF1323  NAD 83(1997)-  37 00 45.73474(N)    097 01 37.86240(W) AD(       ) 3
 HF1323  NAD 83(1986)-  37 00 45.74619(N)    097 01 37.85555(W) AD(       ) 3
 HF1323  NAD 27      -  37 00 45.63863(N)    097 01 36.72126(W) AD(       ) 3
 HF1323
 HF1323.Superseded values are not recommended for survey control.
 HF1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1323.See file dsdata.txt to determine how the superseded data were derived.
 HF1323
 HF1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7551498101(NAD 83)
 HF1323_MARKER: DZ = AZIMUTH MARK DISK
 HF1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1323_STAMPING: BOLTON 1957
 HF1323_MARK LOGO: CGS   
 HF1323_PROJECTION: PROJECTING 10 CENTIMETERS
 HF1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1323+STABILITY: SURFACE MOTION
 HF1323
 HF1323  HISTORY     - Date     Condition        Report By
 HF1323  HISTORY     - 1957     MONUMENTED       CGS
 HF1323  HISTORY     - 19840515 GOOD             NGS
 HF1323
 HF1323                          STATION DESCRIPTION
 HF1323
 HF1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HF1323'THE STATION, WHICH HAD NOT BEEN PREVIOUSLY DESCRIBED, WAS RECOVERED IN
 HF1323'GOOD CONDITION.  HOWEVER, AN INVERSED DISTANCE BETWEEN THE STATION
 HF1323'AND--BOLTON 2--FAILED TO AGREE BY 3.  1976 SHORTER THAN A 1954
 HF1323'ELECTRONIC DISTANCE.  FURTHER, 1984 OBSERVED DIRECTIONS TO THE BOLTON
 HF1323'TOWNSHIP WATER CORPORATION TANK FAILED TO AGREE WITH AN INVERSED
 HF1323'DIRECTION.  A POSITION WAS COMPUTED FROM 1984 OBSERVATIONS AND THEN AN
 HF1323'INVERSED COMPUTED.  THE OBSERVED DIRECTION THEN AGREED. APPARENTLY THE
 HF1323'ORIGINAL POSITION WAS IN ERROR.  REFERENCE MEASUREMENTS AND AN
 HF1323'INTERVIEW WITH THE ADJACENT PROPERTY OWNER INDICATE THE MARK HAS NOT
 HF1323'BEEN DISTURBED.  A COMPLETE DESCRIPTION FOLLOWS.  THE STATION IS
 HF1323'LOCATED ABOUT 5.0 KM (3.10 MI) SOUTH OF ARKANSAS CITY, 1.6 KM (1.00
 HF1323'MI) NORTH OF THE KANSAS/OKLAHOMA STATE LINE, 2.0 KM (1.25 MI) EAST OF
 HF1323'U.S HIGHWAY 77 AND ON THE NORTH RIGHT-OF-WAY OF COWLEY COUNTY ROAD 22.
 HF1323'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 77 AND 166, IN
 HF1323'ARKANSAS CITY, GO SOUTH ON HIGHWAY 77 FOR 5.31 KM (3.30 MI) TO COWLEY
 HF1323'COUNTY ROAD 22.  TURN LEFT AND GO EAST ON ROAD 22 FOR 1.96 KM (1.20
 HF1323'MI) TO THE STATION ON THE LEFT, AT A FARM DRIVEWAY.  THE STATION IS A
 HF1323'STANDARD CGS DISK STAMPED,---BOLTON 1957---, SET INTO THE TOP OF A
 HF1323'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 4
 HF1323'INCHES (10 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 29.87 METERS
 HF1323'(98.00 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A FARM HOUSE, 10.36
 HF1323'METERS (33.99 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 4.27 METERS
 HF1323'(14.01 FT) WEST FROM THE CENTERLINE OF THE DRIVEWAY, 0.37 METERS (1.21
 HF1323'FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1311 ***********************************************************************
 HF1311  DESIGNATION -  BOLTON TOWNSHIP WATER CORP TK
 HF1311  PID         -  HF1311
 HF1311  STATE/COUNTY-  KS/COWLEY
 HF1311  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1311
 HF1311                         *CURRENT SURVEY CONTROL
 HF1311  ___________________________________________________________________
 HF1311* NAD 83(1997)-  37 00 36.73938(N)    097 02 33.11264(W)     ADJUSTED  
 HF1311* NAVD 88     -                                                        
 HF1311  ___________________________________________________________________
 HF1311  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 HF1311  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HF1311
 HF1311  HORZ ORDER  -  THIRD
 HF1311
 HF1311.The horizontal coordinates were established by classical geodetic methods
 HF1311.and adjusted by the National Geodetic Survey in October 1998..
 HF1311
 HF1311
 HF1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1311
 HF1311.The geoid height was determined by GEOID03.
 HF1311
 HF1311;                    North         East     Units Scale Factor Converg.
 HF1311;SPC KS S     -   439,142.290   529,716.925   MT  1.00006030   +0 53 44.4
 HF1311;SPC OK N     -   223,470.933   685,217.678   MT  1.00005351   +0 33 54.2
 HF1311;SPC OK N     -   733,170.89  2,248,085.00   sFT  1.00005351   +0 33 54.2
 HF1311;UTM  14      - 4,097,795.664   674,154.003   MT  0.99997364   +1 10 43.0
 HF1311
 HF1311                          SUPERSEDED SURVEY CONTROL
 HF1311
 HF1311  NAD 83(1997)-  37 00 36.73983(N)    097 02 33.10979(W) AD(       ) 4
 HF1311  NAD 83(1986)-  37 00 36.75114(N)    097 02 33.10268(W) AD(       ) 4
 HF1311  NAD 27      -  37 00 36.64411(N)    097 02 31.96679(W) AD(       ) 3
 HF1311
 HF1311.Superseded values are not recommended for survey control.
 HF1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1311.See file dsdata.txt to determine how the superseded data were derived.
 HF1311
 HF1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF7415497796(NAD 83)
 HF1311_MARKER: 53 = ELEVATED TANK
 HF1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF1311+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 HF1311
 HF1311  HISTORY     - Date     Condition        Report By
 HF1311  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1311  HISTORY     - 1976     GOOD             NGS
 HF1311  HISTORY     - 19990408 GOOD             USPSQD
 HF1311  HISTORY     - 20040819 GOOD             USPSQD
 HF1311
 HF1311                          STATION DESCRIPTION
 HF1311
 HF1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1311'THE STATION IS THE FINIAL ON THE APEX OF THE TANK.  IT IS
 HF1311'LOCATED ABOUT 2 MILES SOUTH OF ARKANSAS CITY, 0.7 MILE NORTH
 HF1311'OF THE KANSAS-OKLAHOMA STATE LINE, 0.1 MILE WEST OF U.S.
 HF1311'HIGHWAY 77, IN THE NORTHEAST 1/4 OF SECTION 13, T 35 S.
 HF1311'R 3 E.  IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED
 HF1311'STEEL, SKELETON FRAMEWORK, PAINTED ALUMINUM IN COLOR AND
 HF1311'145 FEET HIGH.
 HF1311
 HF1311                          STATION RECOVERY (1976)
 HF1311
 HF1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 HF1311'THE STATION WAS USED IN OBSERVATION AND ACCEPTABLE RESULTS WERE
 HF1311'OBTAINED.
 HF1311'
 HF1311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH OF
 HF1311'ARKANSAS CITY.
 HF1311
 HF1311                          STATION RECOVERY (1999)
 HF1311
 HF1311'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF1311'RECOVERED IN GOOD CONDITION.
 HF1311
 HF1311                          STATION RECOVERY (2004)
 HF1311
 HF1311'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HF1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0692 ***********************************************************************
 JH0692  DESIGNATION -  BOND
 JH0692  PID         -  JH0692
 JH0692  STATE/COUNTY-  KS/FINNEY
 JH0692  USGS QUAD   -  KALVESTA SW (1974)
 JH0692
 JH0692                         *CURRENT SURVEY CONTROL
 JH0692  ___________________________________________________________________
 JH0692* NAD 83(1997)-  38 03 32.72278(N)    100 24 58.56239(W)     ADJUSTED  
 JH0692* NAVD 88     -       843.     (meters)    2766.     (feet)  SCALED    
 JH0692  ___________________________________________________________________
 JH0692  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JH0692  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 JH0692
 JH0692  HORZ ORDER  -  SECOND
 JH0692
 JH0692.The horizontal coordinates were established by classical geodetic methods
 JH0692.and adjusted by the National Geodetic Survey in October 1998..
 JH0692
 JH0692.The orthometric height was scaled from a topographic map.
 JH0692
 JH0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0692
 JH0692.The geoid height was determined by GEOID03.
 JH0692
 JH0692;                    North         East     Units Scale Factor Converg.
 JH0692;SPC KS S     -   556,266.467   231,846.770   MT  0.99993895   -1 10 39.4
 JH0692;UTM  14      - 4,213,317.946   375,752.284   MT  0.99979013   -0 52 23.5
 JH0692
 JH0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0692!SPC KS S     -   0.99987171  x   0.99993895  =   0.99981067
 JH0692!UTM  14      -   0.99987171  x   0.99979013  =   0.99966187
 JH0692
 JH0692|---------------------------------------------------------------------|
 JH0692| PID    Reference Object                     Distance      Geod. Az  |
 JH0692|                                                           dddmmss.s |
 JH0692| CK9010 BOND RM 1                            18.645 METERS 09340     |
 JH0692| CK9011 BOND RM 2                            16.751 METERS 26459     |
 JH0692| JH0693 HILL                                APPROX. 9.2 KM 3203309.2 |
 JH0692|---------------------------------------------------------------------|
 JH0692
 JH0692                          SUPERSEDED SURVEY CONTROL
 JH0692
 JH0692  NAD 83(1997)-  38 03 32.72859(N)    100 24 58.56146(W) AD(       ) 2
 JH0692  NAD 83(1986)-  38 03 32.72693(N)    100 24 58.56143(W) AD(       ) 2
 JH0692  NAD 27      -  38 03 32.65801(N)    100 24 57.04333(W) AD(       ) 2
 JH0692
 JH0692.Superseded values are not recommended for survey control.
 JH0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0692.See file dsdata.txt to determine how the superseded data were derived.
 JH0692
 JH0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH7575213318(NAD 83)
 JH0692_MARKER: DS = TRIANGULATION STATION DISK
 JH0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0692
 JH0692  HISTORY     - Date     Condition        Report By
 JH0692  HISTORY     - 1963     MONUMENTED       CGS
 JH0692
 JH0692                          STATION DESCRIPTION
 JH0692
 JH0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0692'THE STATION IS 7 MILES WEST OF KALVESTA, ON THE NORTH SIDE OF U.S.
 JH0692'HIGHWAY 156 AND STATE HIGHWAY 23, IN THE SOUTHEAST QUARTER OF
 JH0692'SECTION 8, T 23 S, R 28 W, AND ON PROPERTY OWNED BY MR. OTIS BOND.
 JH0692'
 JH0692'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JH0692'HIGHWAY 23 IN CIMARRON, GO NORTH ON HIGHWAY 23 FOR 17.5 MILES TO A
 JH0692'CROSSROAD AND THE INTERSECTION OF U.S. HIGHWAY 156.  TURN LEFT AND
 JH0692'GO WEST ON HIGHWAYS 156 AND 23 FOR 3.0 MILES TO A CROSSROAD.
 JH0692'CONTINUE WEST ON HIGHWAYS 156 AND 23 FOR 0.4 MILE TO THE TOP OF A
 JH0692'SLIGHT RISE AND THE STATION ON THE RIGHT.
 JH0692'
 JH0692'STATION MARKS ARE STANDARD DISKS STAMPED BOND 1963.  THE SURFACE DISK
 JH0692'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JH0692'GROUND.  IT IS 98 FEET WEST OF A TELEPHONE POLE, 55.5 FEET NORTH OF
 JH0692'THE CENTER OF HIGHWAYS 156 AND 23, 5 FEET NORTH OF A FENCE, AND 5
 JH0692'FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 JH0692'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 JH0692'GROUND.
 JH0692'
 JH0692'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOND NO 1 1963, IS SET
 JH0692'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 JH0692'IS 63.5 FEET EAST OF THE METAL WITNESS POST, 51.5 FEET NORTH OF THE
 JH0692'CENTER OF HIGHWAYS 156 AND 23, 36.5 FEET WEST OF THE TELEPHONE
 JH0692'POLE, AND 1 FOOT NORTH OF THE FENCE.
 JH0692'
 JH0692'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOND NO 2 1963, IS SET
 JH0692'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 JH0692'IS 53 FEET WEST OF THE METAL WITNESS POST, 51 FEET NORTH OF THE
 JH0692'CENTER OF HIGHWAYS 156 AND 23, AND 1 FOOT NORTH OF THE FENCE.
 JH0692'
 JH0692'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0692'STATION HILL IS VISIBLE FROM THE GROUND AND MAY BE USED AS THE
 JH0692'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0795 ***********************************************************************
 KH0795  DESIGNATION -  BONNA
 KH0795  PID         -  KH0795
 KH0795  STATE/COUNTY-  KS/THOMAS
 KH0795  USGS QUAD   -  GEM (1979)
 KH0795
 KH0795                         *CURRENT SURVEY CONTROL
 KH0795  ___________________________________________________________________
 KH0795* NAD 83(1997)-  39 23 40.04039(N)    100 57 40.53066(W)     ADJUSTED  
 KH0795* NAVD 88     -       939.     (meters)    3081.     (feet)  SCALED    
 KH0795  ___________________________________________________________________
 KH0795  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KH0795  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KH0795
 KH0795  HORZ ORDER  -  THIRD
 KH0795
 KH0795.The horizontal coordinates were established by classical geodetic methods
 KH0795.and adjusted by the National Geodetic Survey in October 1998..
 KH0795
 KH0795.The orthometric height was scaled from a topographic map.
 KH0795
 KH0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0795
 KH0795.The geoid height was determined by GEOID03.
 KH0795
 KH0795;                    North         East     Units Scale Factor Converg.
 KH0795;SPC KS N     -   121,967.873   144,962.901   MT  0.99995999   -1 52 25.1
 KH0795;UTM  14      - 4,362,386.143   331,111.690   MT  0.99995120   -1 14 42.1
 KH0795
 KH0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0795!SPC KS N     -   0.99985649  x   0.99995999  =   0.99981649
 KH0795!UTM  14      -   0.99985649  x   0.99995120  =   0.99980770
 KH0795
 KH0795|---------------------------------------------------------------------|
 KH0795| PID    Reference Object                     Distance      Geod. Az  |
 KH0795|                                                           dddmmss.s |
 KH0795| CN7933 BONNA RM 1                           22.123 METERS 08909     |
 KH0795| CN7934 BONNA RM 2                           12.216 METERS 31214     |
 KH0795| CN7932 BONNA AZ MK                                        3591300.6 |
 KH0795|---------------------------------------------------------------------|
 KH0795
 KH0795                          SUPERSEDED SURVEY CONTROL
 KH0795
 KH0795  NAD 83(1986)-  39 23 40.04317(N)    100 57 40.53345(W) AD(       ) 3
 KH0795  NAD 27      -  39 23 40.03300(N)    100 57 38.98400(W) AD(       ) 3
 KH0795
 KH0795.Superseded values are not recommended for survey control.
 KH0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0795.See file dsdata.txt to determine how the superseded data were derived.
 KH0795
 KH0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3111262386(NAD 83)
 KH0795_MARKER: DS = TRIANGULATION STATION DISK
 KH0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0795+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 KH0795
 KH0795  HISTORY     - Date     Condition        Report By
 KH0795  HISTORY     - 1951     MONUMENTED       CGS
 KH0795  HISTORY     - 20050816 GOOD             USPSQD
 KH0795
 KH0795                          STATION DESCRIPTION
 KH0795
 KH0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0795'THE STATION IS LOCATED 4.5 MILES EAST OF COLBY ON THE NORTH
 KH0795'SIDE OF U.S. HIGHWAY NO. 24 IN THE NORTHEAST ANGLE OF CROSSROADS.
 KH0795'IT IS 61.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 24,
 KH0795'58.0 FEET EAST OF THE CENTER OF A DIRT ROAD AND 5.0 FEET EAST OF
 KH0795'A WITNESS POST.  IT IS STAMPED BONNA 1951 AND PROJECTS 4 INCHES.
 KH0795'
 KH0795'REFERENCE MARK NO. 1 IS 62.0 FEET NORTH OF THE CENTER OF U.S.
 KH0795'HIGHWAY NO. 24 AND 2.5 FEET NORTH OF A TELEPHONE POLE.  IT IS
 KH0795'STAMPED BONNA NO 1 1951 AND PROJECTS 3 INCHES.
 KH0795'
 KH0795'REFERENCE MARK NO. 2 IS 88.0 FEET NORTH OF THE CENTER OF U.S.
 KH0795'HIGHWAY NO. 24, 28.0 FEET EAST OF THE CENTER OF A DIRT ROAD AND
 KH0795'3.0 FEET EAST OF A TELEPHONE POLE.  IT IS STAMPED BONNA NO 2 1951
 KH0795'AND PROJECTS 3 INCHES.
 KH0795'
 KH0795'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 105.51 FEET.
 KH0795'
 KH0795'THE AZIMUTH MARK IS 25.0 FEET EAST OF THE CENTER OF A DIRT
 KH0795'ROAD, 1.0 FOOT SOUTHEAST OF A WITNESS POST AND 1.0 FOOT SOUTH
 KH0795'OF A TELEPHONE POLE.  IT IS STAMPED BONNA 1951 AND PROJECTS
 KH0795'4 INCHES.
 KH0795'
 KH0795'TO REACH THE STATION FROM THE STOP LIGHT, 1 BLOCK SOUTH OF THE
 KH0795'POST OFFICE IN COLBY, GO EAST ON U.S. HIGHWAY NO. 24 FOR 4.5
 KH0795'MILES TO CROSSROADS AND THE STATION IN THE NORTHEAST ANGLE
 KH0795'AS DESCRIBED.
 KH0795'
 KH0795'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DIRT
 KH0795'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KH0795
 KH0795                          STATION RECOVERY (2005)
 KH0795
 KH0795'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KH0795'RM NO.1 NOT FOUND-TELEPHONE POLE IS GONE-TELEPHONE WIRES ARE
 KH0795'UNDERGROUND. RM NO. 2-GOOD,A2 MARK -GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0704 ***********************************************************************
 JG0704  DESIGNATION -  BOSSING RESET
 JG0704  PID         -  JG0704
 JG0704  STATE/COUNTY-  KS/ELLSWORTH
 JG0704  USGS QUAD   -  LORRAINE (1979)
 JG0704
 JG0704                         *CURRENT SURVEY CONTROL
 JG0704  ___________________________________________________________________
 JG0704* NAD 83(1997)-  38 36 46.04461(N)    098 19 12.53545(W)     ADJUSTED  
 JG0704* NAVD 88     -       576.8    (meters)    1892.     (feet)  VERTCON   
 JG0704  ___________________________________________________________________
 JG0704  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 JG0704  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 JG0704
 JG0704  HORZ ORDER  -  FIRST
 JG0704
 JG0704.The horizontal coordinates were established by classical geodetic methods
 JG0704.and adjusted by the National Geodetic Survey in October 1998..
 JG0704
 JG0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0704
 JG0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0704
 JG0704.The geoid height was determined by GEOID03.
 JG0704
 JG0704;                    North         East     Units Scale Factor Converg.
 JG0704;SPC KS N     -    31,072.049   372,115.691   MT  1.00001839   -0 12 09.2
 JG0704;SPC KS S     -   616,013.755   415,664.565   MT  1.00000945   +0 06 37.9
 JG0704;UTM  14      - 4,274,028.069   559,189.334   MT  0.99964314   +0 25 27.4
 JG0704
 JG0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0704!SPC KS N     -   0.99991369  x   1.00001839  =   0.99993208
 JG0704!SPC KS S     -   0.99991369  x   1.00000945  =   0.99992314
 JG0704!UTM  14      -   0.99991369  x   0.99964314  =   0.99955686
 JG0704
 JG0704:                Primary Azimuth Mark                     Grid Az
 JG0704:SPC KS N     -  ELLSWORTH MUNICIPAL TANK                 029 15 09.4
 JG0704:SPC KS S     -  ELLSWORTH MUNICIPAL TANK                 028 56 22.3
 JG0704:UTM  14      -  ELLSWORTH MUNICIPAL TANK                 028 37 32.8
 JG0704
 JG0704|---------------------------------------------------------------------|
 JG0704| PID    Reference Object                     Distance      Geod. Az  |
 JG0704|                                                           dddmmss.s |
 JG0704| JG0694 ELLSWORTH MUNICIPAL TANK            APPROX.15.7 KM 0290300.2 |
 JG0704| JG0696 ELLSWORTH HOME FOR THE AGED TK      APPROX.13.4 KM 0325817.9 |
 JG0704| JG0698 KANOPOLIS MUNICIPAL TANK            APPROX.18.1 KM 0513048.5 |
 JG0704| JG0705 BOSSING RM A                         25.347 METERS 08223     |
 JG0704| CK9017 BOSSING AZ MK 2                                    1075903.9 |
 JG0704| JG0691 GENESEO MUNICIPAL TANK              APPROX.17.9 KM 1263506.5 |
 JG0704| CK9018 BOSSING RM 1                         37.935 METERS 12952     |
 JG0704| JG0703 LORRAINE MUNICIPAL TANK             APPROX. 4.6 KM 1754912.3 |
 JG0704| CK9016 BOSSING RM 2 AZIMUTH                               1791234.6 |
 JG0704| CK9019 BOSSING RM 3                         42.108 METERS 17912     |
 JG0704| JG0708 BUSHTON MUNICIPAL TANK              APPROX.13.1 KM 2103309.5 |
 JG0704|---------------------------------------------------------------------|
 JG0704
 JG0704                          SUPERSEDED SURVEY CONTROL
 JG0704
 JG0704  NAD 83(1986)-  38 36 46.05248(N)    098 19 12.53569(W) AD(       ) 1
 JG0704  NAD 27      -  38 36 46.01800(N)    098 19 11.31400(W) AD(       ) 1
 JG0704  NGVD 29 (07/19/86)  576.6    (m)         1892.     (f) VERT ANG       
 JG0704
 JG0704.Superseded values are not recommended for survey control.
 JG0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0704.See file dsdata.txt to determine how the superseded data were derived.
 JG0704
 JG0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5918974028(NAD 83)
 JG0704_MARKER: DS = TRIANGULATION STATION DISK
 JG0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0704_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0704
 JG0704  HISTORY     - Date     Condition        Report By
 JG0704  HISTORY     - 1899     MONUMENTED       CGS
 JG0704  HISTORY     - 1934     GOOD             CGS
 JG0704  HISTORY     - 1935     GOOD             CGS
 JG0704  HISTORY     - 1952     GOOD             CGS
 JG0704  HISTORY     - 1967     GOOD             CGS
 JG0704  HISTORY     - 1973     MARK NOT FOUND   USE
 JG0704  HISTORY     - 1979     GOOD             NGS
 JG0704
 JG0704                          STATION DESCRIPTION
 JG0704
 JG0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (WE)
 JG0704'ABOUT 5 MILES WEST AND 8 MILES SOUTH OF ELLSWORTH, IN THE SW
 JG0704'1/4 SEC. 33, T. 16 S., R. 9., ON THE LITTLE KNOB SITUATED ABOUT
 JG0704'30 YARDS DUE NORTH OF THE HOUSE OWNED (1899) BY LOUIS BOSSING,
 JG0704'ON LAND OWNED (1922) BY OSCAR WILKENS WHO LIVES 3/4 MILE SOUTHWEST
 JG0704'OF THE STATION.  THE NEAREST RAILROAD STATION IS LORRAINE.
 JG0704'THE UNDERGROUND MARK IS A COPPER BOLT IN TWO BRICKS, CEMENTED
 JG0704'TOGETHER AND SURROUNDED BY GROUTING, BURIED 31 INCHES BELOW THE
 JG0704'SURFACE OF THE GROUND WITH THE LONGITUDINAL EDGES DUE NORTH
 JG0704'AND SOUTH.  THREE INCHES OF DIRT WERE PLACED OVER THIS AND
 JG0704'THEN A PINE BOARD 1 BY 12 BY 14 INCHES.  THE SURFACE MARK IS A
 JG0704'STANDARD BRONZE STATION TABLET SET IN A MARBLE POST 6 BY 6 BY
 JG0704'27 INCHES SET FLUSH WITH THE GROUND, WITH THE LETTERS U.S.C.
 JG0704'AND G.S.  CUT ON THE TOP.  TWO WITNESS STONES 4 BY 4 BY 27
 JG0704'INCHES ARE ABOUT 25 FEET NORTH AND SOUTH OF THE STATION, AN
 JG0704'ARROWHEAD IN EACH POINTING TOWARD THE STATION.  THE
 JG0704'FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION-
 JG0704'NORTHWEST CORNER OF STONE BARN, 41.30 METERS (135.5 FEET), S.
 JG0704'58 DEG E., (MAGNETIC), NORTHWEST CORNER OF STONE HOUSE, 53.9
 JG0704'METERS (177 FEET), S. 10 DEG E.  (MAGNETIC), CENTER OF
 JG0704'WELL, 60.4 METERS (198 FEET), S. 8 DEG W.  (MAGNETIC).
 JG0704
 JG0704                          STATION RECOVERY (1934)
 JG0704
 JG0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0704'STATION RECOVERED AS DESCRIBED.
 JG0704'
 JG0704'THE FOLLOWING DISTANCES AND BEARINGS ARE FROM THE STATION-
 JG0704'THE CENTER OF A WELL 38 DEGREES WEST (MAGNETIC) IS 198 FEET,
 JG0704'THE NORTHWEST CORNER OF AN OLD STONE HOUSE, WHICH IS SOUTH OF
 JG0704'AN OPEN CELLAR, IS S. 10 DEGREES E. (MAGNETIC) 177 FEET, THE
 JG0704'CENTER OF A STONE POST IS SOUTHEAST 196.8 FEET.
 JG0704'
 JG0704'AS THE MARKS HAD BEEN RUN OVER WITH FARM MACHINERY, AN IRREGULAR
 JG0704'STONE 30- BY 18- BY 3 INCHES WAS PLACED ON EDGE OVER THE CENTRAL
 JG0704'MARK, AND 2 OR 3 DOZENS OF SMALL STONES WERE PILED AROUND IT
 JG0704'TO HOLD IT IN PLACE.  THE WITNESS MARK, 25 FEET SOUTH, HAD THE
 JG0704'POINTER OBLITERATED.  THE WITNESS MARK, 25 FEET NORTH, HAD THE
 JG0704'TOP 12 INCHES BROKEN OFF, WHICH TOP WAS LYING ON TOP OF THE
 JG0704'GROUND ABOUT 15 OR 20 FEET FROM ITS CORRECT POSITION.  IT WAS
 JG0704'REPLACED, AND A NUMBER OF STONES PLACED AROUND EACH WITNESS
 JG0704'MARK.
 JG0704
 JG0704                          STATION RECOVERY (1935)
 JG0704
 JG0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 JG0704'STATION RECOVERED, AS DESCRIBED, IN GOOD CONDITION.  REFERENCES
 JG0704'SET IN 1922, OR AT LEAST RECOVERED AND REPORTED ON AS BEING
 JG0704'INTACT THEN, WERE FOUND DISPLACED.  NEW REFERENCE AND AZIMUTH
 JG0704'MARKS WERE SET IN 1935.  STATION MARK WAS NOT DISTURBED.  THE
 JG0704'STATION IS ON A PROMINENT, THOUGH LITTLE KNOB, SITUATED ABOUT
 JG0704'30 YARDS DUE NORTH OF THE DILAPIDATED OLD HOUSE, FORMERLY
 JG0704'OWNED BY MR. LOUIS BOSSING, ON LAND NOW OWNED BY MR. OSCAR
 JG0704'WILKINS, WHO LIVES 3/4 MILES SOUTHWEST OF THE STATION.
 JG0704'
 JG0704'TO REACH FROM THE SOUTH, GO TO TOWN OF LYONS, AT JUNCTION OF
 JG0704'STATE HIGHWAYS 96 AND 14, FROM THERE GO NORTH ON STATE HIGHWAY
 JG0704'14 FOR 11 MILES TO STATE HIGHWAY 4, TURN WEST ON STATE HIGHWAY 4
 JG0704'AND GO 5.5 MILES, TURN NORTH AND GO 7.3 MILES, TURN WEST 0.5
 JG0704'MILE TO FARM ROAD THROUGH FIELD NORTH TO PROMINENT KNOB.
 JG0704'
 JG0704'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JG0704'SET IN CONCRETE.
 JG0704'STATION AND REFERENCE MARKS WERE SET IN 1935
 JG0704'AND ARE STAMPED WITH NAME AND DATES 1899 - 1922.
 JG0704'
 JG0704'REFERENCE MARK NO. 1, 1935, IS ON THE SOUTH EDGE OF CULTIVATED
 JG0704'FIELD, ON SOUTHEAST SLOPE.  THE AZIMUTH AND DISTANCE TO REFERENCE
 JG0704'MARK NO. 2, AZIMUTH MARK, FROM REFERENCE MARK NO. 1,
 JG0704'416.4 METERS.
 JG0704'
 JG0704'REFERENCE MARK NO. 2, AZIMUTH MARK, 1935, IS IN FENCE LINE
 JG0704'ON NORTH SIDE OF EAST-WEST DIRT ROAD.
 JG0704'
 JG0704'REFERENCE MARK NO. 3, 1935, IS AT SOUTH EDGE OF CULTIVATED FIELD
 JG0704'IN SAME BEARING AS REFERENCE MARK NO. 2.  THE BEARINGS
 JG0704'AND DISTANCES FROM REFERENCE MARK NO. 3 TO CERTAIN POINTS ARE-
 JG0704'TO REFERENCE MARK NO. 1, N 58 DEG 06 MIN E, 33.605 METERS
 JG0704'(110.25 FEET), TO REFERENCE MARK NO. 2, AZIMUTH MARK,
 JG0704'S 0 DEG 47 MIN E, 398.03 METERS.
 JG0704'
 JG0704'THE BEARINGS AND DISTANCES FROM THE STATION TO CERTAIN POINTS
 JG0704'ARE- TO CAIRN ON TABLE MT., (1902), N 86 DEG 19 MIN E,
 JG0704'TO SILVER
 JG0704'WATER TANK ON THE HORIZON TO THE SOUTHWEST, S 30 DEG 33 MIN W,
 JG0704'TO NORTH EDGE OF SILO ON FARM 1/4 MILE TO THE NORTHEAST,
 JG0704'N 41 DEG 02 MIN E.
 JG0704
 JG0704                          STATION RECOVERY (1952)
 JG0704
 JG0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0704'STATION RECOVERED AND THE MARKS ARE IN GOOD CONDITION.  THE
 JG0704'DESCRIPTION SUBMITTED BY E.R.M. IN 1935 IS ADEQUATE.  THE LAND IS
 JG0704'NOW OWNED BY MR. TED WILKINS, AND THE DILAPIDATED HOUSE
 JG0704'MENTIONED HAS BEEN REMOVED.
 JG0704'
 JG0704'TO REACH THE STATION FROM THE CROSS ROAD JUST NORTH OF THE POST
 JG0704'OFFICE IN LORRAINE, GO EAST FOR 0.25 MILE TO A T-INTERSECTION,
 JG0704'THEN LEFT, NORTH, ON A GRAVELED ROAD FOR 2.6 MILES, THEN LEFT,
 JG0704'WEST, ON A GRADED DIRT ROAD FOR 0.35 MILE TO THE AZIMUTH MARK
 JG0704'ON THE RIGHT.  TURN RIGHT, NORTH, ACROSS CULTIVATED FIELD FOR
 JG0704'0.2 MILE TO THE STATION.
 JG0704'
 JG0704'HEIGHT OF LIGHT- 23 METERS.
 JG0704
 JG0704                          STATION RECOVERY (1967)
 JG0704
 JG0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 JG0704'STATION MARK, REFERENCE MARKS NO. 3 AND 4 AND REFERENCE MARK NO. 2
 JG0704'(AZIMUTH MARK) WERE RECOVERED AND FOUND IN GOOD CONDITION.  A CHECK
 JG0704'FOR DISTANCE AND DIRECTION TO ALL OF THE MARKS WAS MADE AND FOUND
 JG0704'CORRECT.  REFERENCE MARK NO. 2 (AZIMUTH MARK) COULD AT A LATER
 JG0704'DATE BE DESTROYED AS THE ROAD HAS BEEN WIDENED AND MARK IS NEAR
 JG0704'THE BANK OF ROAD.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 JG0704'
 JG0704'THE 1952 LOCATION AND ROUTE TO THE STATION ARE ADEQUATE.
 JG0704'
 JG0704'AZ 2 1899 1967 IS 37 FEET EAST OF THE APPROXIMATE CENTER OF SURFACED
 JG0704'ROAD, 21.3 FEET SOUTH OF POWERLINE POLE AND 2.5 FEET SOUTHWEST OF
 JG0704'METAL WITNESS POST WITH SIGN ATTACHED.
 JG0704'
 JG0704'TO REACH AZ 2 1899 1967 FROM THE STATION, GO SOUTH ON FIELD AND ROAD
 JG0704'FOR 0.2 MILE TO A GRAVELED ROAD.  TURN LEFT AND GO EAST ON GRAVELED
 JG0704'ROAD FOR 0.35 MILE TO SURFACED ROAD.  TURN LEFT AND GO NORTH ON
 JG0704'SURFACED ROAD FOR 0.35 MILE TO AZ 2 1899 1967, ON THE EAST SIDE OF
 JG0704'ROAD.
 JG0704'
 JG0704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 JG0704'LORRAINE.
 JG0704'
 JG0704'HEIGHT OF LIGHT ABOVE STATION MARK 99.93 FEET.
 JG0704
 JG0704                          STATION RECOVERY (1973)
 JG0704
 JG0704'RECOVERY NOTE BY US ENGINEERS 1973
 JG0704'THE AZIMUTH MARK WAS FOUND TIPPED.  NO FURTHER INVESTIGATION WAS
 JG0704'MADE.
 JG0704
 JG0704                          STATION RECOVERY (1979)
 JG0704
 JG0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JG0704'STATION WAS VISITED AND ALL MARKS EXCEPT REFERENCE MARK 2 WERE
 JG0704'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1967.  REFERENCE MARK
 JG0704'2 WAS FOUND DESTROYED AND THE DISK SALVAGED.  MUDDY ROADS DUE TO
 JG0704'SPRING THAWING PREVENTED DRIVING TO WITHIN 1/2 MILE OF THE STATION
 JG0704'THEREFORE NO OCCUPATION WAS MADE THIS DATE.  PROPERTY STATION IS ON
 JG0704'IS NOW IN AN ESTATE AND IS BEING FARMED BY DONALD
 JG0704'WILKENS.  MR. WILKENS PHONE NUMBER IS 713-683-5396.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0705 ***********************************************************************
 JG0705  DESIGNATION -  BOSSING RM A
 JG0705  PID         -  JG0705
 JG0705  STATE/COUNTY-  KS/ELLSWORTH
 JG0705  USGS QUAD   -  LORRAINE (1979)
 JG0705
 JG0705                         *CURRENT SURVEY CONTROL
 JG0705  ___________________________________________________________________
 JG0705* NAD 83(1997)-  38 36 46.15353(N)    098 19 11.49700(W)     ADJUSTED  
 JG0705* NAVD 88     -       575.6    (meters)    1888.     (feet)  VERTCON   
 JG0705  ___________________________________________________________________
 JG0705  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 JG0705  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 JG0705
 JG0705  HORZ ORDER  -  FIRST
 JG0705
 JG0705.The horizontal coordinates were established by classical geodetic methods
 JG0705.and adjusted by the National Geodetic Survey in October 1998..
 JG0705
 JG0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0705
 JG0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0705
 JG0705.The geoid height was determined by GEOID03.
 JG0705
 JG0705;                    North         East     Units Scale Factor Converg.
 JG0705;SPC KS N     -    31,075.319   372,140.826   MT  1.00001838   -0 12 08.6
 JG0705;UTM  14      - 4,274,031.612   559,214.424   MT  0.99964318   +0 25 28.0
 JG0705
 JG0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0705!SPC KS N     -   0.99991388  x   1.00001838  =   0.99993225
 JG0705!UTM  14      -   0.99991388  x   0.99964318  =   0.99955709
 JG0705
 JG0705:                Primary Azimuth Mark                     Grid Az
 JG0705:SPC KS N     -  FREDRICK                                 171 34 10.6
 JG0705:UTM  14      -  FREDRICK                                 170 56 34.0
 JG0705
 JG0705|---------------------------------------------------------------------|
 JG0705| PID    Reference Object                     Distance      Geod. Az  |
 JG0705|                                                           dddmmss.s |
 JG0705| JG0750 FREDRICK                            APPROX.15.1 KM 1712202.0 |
 JG0705| JG0704 BOSSING RESET                        25.347 METERS 26223     |
 JG0705|---------------------------------------------------------------------|
 JG0705
 JG0705                          SUPERSEDED SURVEY CONTROL
 JG0705
 JG0705  NAD 83(1986)-  38 36 46.16142(N)    098 19 11.49702(W) AD(       ) 1
 JG0705  NAD 27      -  38 36 46.12693(N)    098 19 10.27556(W) AD(       ) 1
 JG0705  NGVD 29 (07/19/86)  575.4    (m)         1888.     (f) VERT ANG       
 JG0705
 JG0705.Superseded values are not recommended for survey control.
 JG0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0705.See file dsdata.txt to determine how the superseded data were derived.
 JG0705
 JG0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5921474032(NAD 83)
 JG0705_MARKER: DS = TRIANGULATION STATION DISK
 JG0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0705+STABILITY: SURFACE MOTION
 JG0705
 JG0705  HISTORY     - Date     Condition        Report By
 JG0705  HISTORY     - 1967     MONUMENTED       CGS
 JG0705
 JG0705                          STATION DESCRIPTION
 JG0705
 JG0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (COP)
 JG0705'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 JG0705'AS TRIANGULATION STATION BOSSING 1899.
 JG0705'
 JG0705'STATION IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN THE TOP
 JG0705'OF A ROUND CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND AND
 JG0705'IS STAMPED BOSSING RM A 1967.  THE MARK IS 91.7 FEET
 JG0705'NORTH-NORTHWEST OF BOSSING RM 1 1899 1922, 37 FEET WEST OF A
 JG0705'CULTIVATED FIELD.
 JG0705'
 JG0705'OBSERVATIONS WERE TAKEN FROM A 90 FOOT TOWER.
 JG0705'
 JG0705'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BOSSING 1899,
 JG0705'DISTANCE BEING SHOWN BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0812 ***********************************************************************
 KF0812  DESIGNATION -  BOTT
 KF0812  PID         -  KF0812
 KF0812  STATE/COUNTY-  KS/WASHINGTON
 KF0812  USGS QUAD   -  LINN (1968)
 KF0812
 KF0812                         *CURRENT SURVEY CONTROL
 KF0812  ___________________________________________________________________
 KF0812* NAD 83(1997)-  39 37 41.01439(N)    097 04 18.55857(W)     ADJUSTED  
 KF0812* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 KF0812  ___________________________________________________________________
 KF0812  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 KF0812  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 KF0812
 KF0812  HORZ ORDER  -  FIRST
 KF0812
 KF0812.The horizontal coordinates were established by classical geodetic methods
 KF0812.and adjusted by the National Geodetic Survey in October 1998..
 KF0812
 KF0812.The orthometric height was scaled from a topographic map.
 KF0812
 KF0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0812
 KF0812.The geoid height was determined by GEOID03.
 KF0812
 KF0812;                    North         East     Units Scale Factor Converg.
 KF0812;SPC KS N     -   144,140.997   479,685.964   MT  0.99997849   +0 35 14.2
 KF0812;UTM  14      - 4,388,253.136   665,484.110   MT  0.99993716   +1 13 48.3
 KF0812
 KF0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0812!SPC KS N     -   0.99993392  x   0.99997849  =   0.99991241
 KF0812!UTM  14      -   0.99993392  x   0.99993716  =   0.99987108
 KF0812
 KF0812|---------------------------------------------------------------------|
 KF0812| PID    Reference Object                     Distance      Geod. Az  |
 KF0812|                                                           dddmmss.s |
 KF0812| CN7936 BOTT RM 1                            29.236 METERS 03355     |
 KF0812| KF1167 GREENLEAF MUNICIPAL STANDPIPE       APPROX.13.9 KM 0344123.7 |
 KF0812| KF1164 KIMEO ST MICHAELS CH BELFRY         APPROX. 7.4 KM 1184336.5 |
 KF0812| KF0813 ST JOHNS LUTHERAN CHURCH SPIRE      APPROX. 3.5 KM 2375417.3 |
 KF0812| CN7935 BOTT AZ MK                                         2525215.5 |
 KF0812| CN7937 BOTT RM 2                            29.516 METERS 31257     |
 KF0812| KF0811 LINN ZION LUTHERAN CHURCH           APPROX. 6.0 KM 3455407.0 |
 KF0812| KF0810 LINN TANK                           APPROX. 5.7 KM 3492054.8 |
 KF0812|---------------------------------------------------------------------|
 KF0812
 KF0812                          SUPERSEDED SURVEY CONTROL
 KF0812
 KF0812  NAD 83(1997)-  39 37 41.01875(N)    097 04 18.55723(W) AD(       ) 1
 KF0812  NAD 83(1986)-  39 37 41.02073(N)    097 04 18.55666(W) AD(       ) 1
 KF0812  NAD 27      -  39 37 41.01600(N)    097 04 17.48200(W) AD(       ) 1
 KF0812
 KF0812.Superseded values are not recommended for survey control.
 KF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0812.See file dsdata.txt to determine how the superseded data were derived.
 KF0812
 KF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6548488253(NAD 83)
 KF0812_MARKER: DS = TRIANGULATION STATION DISK
 KF0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0812_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF0812
 KF0812  HISTORY     - Date     Condition        Report By
 KF0812  HISTORY     - 1935     MONUMENTED       CGS
 KF0812  HISTORY     - 1947     GOOD             CGS
 KF0812  HISTORY     - 1965     GOOD             CGS
 KF0812  HISTORY     - 1966     GOOD             CGS
 KF0812
 KF0812                          STATION DESCRIPTION
 KF0812
 KF0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0812'STATION IS ABOUT 4 MILES SOUTH AND 1 MILE EAST OF LINN, ABOUT
 KF0812'4 MILES EAST AND 0.5 MILE SOUTH OF PALMER, IN THE EAST SIDE
 KF0812'OF A PASTURE ON HIGHEST GROUND IN VICINITY, IN THE SOUTHEAST
 KF0812'QUARTER SEC. 10, T. 5 S., R. 3 E., NEAR THE FARMYARD OF MR.
 KF0812'WILL BOTT, AND ABOUT 0.15 MILE WEST OF BARNYARD.
 KF0812'
 KF0812'REACHED FROM A POINT ON STATE HIGHWAY 15, 3 MILES SOUTH OF
 KF0812'LINN AND WHICH IS 3 MILES EAST AND 1 MILE NORTH OF PALMER, BY
 KF0812'GOING EAST ON A GRADED DIRT ROAD FOR 1 MILE TO CROSSROADS, TURN
 KF0812'RIGHT AND GO SOUTH FOR 0.75 MILE TO ENTRANCE ON WEST SIDE
 KF0812'OF ROAD, TURN RIGHT AND GO WEST 0.05 MILE TO BARN, CONTINUE
 KF0812'WEST 0.15 MILE TO STATION, WHICH IS 150 FEET SOUTH OF DITCH
 KF0812'RUNNING EAST AND WEST THROUGH PASTURE.
 KF0812'
 KF0812'REFERENCE MARK NO. 2 IS 96.90 FEET (29.534 METERS) NORTHWEST
 KF0812'OF STATION.
 KF0812'
 KF0812'REFERENCE MARK NO. 1 IS 95.92 FEET (29.236 METERS) NORTHEAST
 KF0812'OF STATION.
 KF0812'
 KF0812'AZIMUTH MARK IS REACHED FROM STATION BY GOING SOUTHWEST TO
 KF0812'CORNER OF PASTURE, TURN LEFT AND FOLLOW FENCE LINE SOUTH 0.2 MILE
 KF0812'TO SECTION-LINE ROAD, TURN RIGHT (WEST) AND GO 0.65 MILE.  MARK
 KF0812'IS SET 20 FEET NORTH OF CENTERLINE OF ROAD, IN FENCE LINE.
 KF0812'
 KF0812'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KF0812
 KF0812                          STATION RECOVERY (1947)
 KF0812
 KF0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0812'THE STATION, AZIMUTH MARK AND REFERENCE MARKS NOS 1 AND 2,
 KF0812'RECOVERED AND FOUND IN GOOD CONDITION.
 KF0812'FOLLOWING IS A COMPLETE DESCRIPTION.
 KF0812'
 KF0812'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH AND 1.0 MILE
 KF0812'EAST OF LINN AND 4.0 MILES EAST AND 0.5 MILE SOUTH OF PALMER ON
 KF0812'LAND OWNED AND OCCUPIED BY MR. WILL BOTT.  IT IS IN THE EAST SIDE
 KF0812'OF THE PASTURE, ABOUT 0.1 MILE WEST OF THE BOTT FARM HOUSE AND 200
 KF0812'FEET NORTHWEST OF A SMALL CHICKEN HOUSE.  IT IS STAMPED BOTT 1935
 KF0812'AND SET FLUSH WITH THE GROUND SURFACE.
 KF0812'
 KF0812'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN
 KF0812'THE OPEN PASTURE AND ABOUT THE SAME ELEVATION AS THE STATION.  IT
 KF0812'IS STAMPED BOTT NO 1 1935 AND PROJECTS 2 INCHES.
 KF0812'
 KF0812'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET IN THE
 KF0812'OPEN PASTURE AND ABOUT THE SAME ELEVATION AS THE STATION.
 KF0812'IT IS STAMPED BOTT NO 2 1935 AND SET FLUSH WITH THE GROUND
 KF0812'SURFACE.
 KF0812'
 KF0812'THE AZIMUTH MARK IS ABOUT 0.7 MILE SOUTHWEST OF THE STATION,
 KF0812'20 FEET NORTH OF THE CENTER OF THE EAST-WEST SECTION LINE
 KF0812'ROAD, SET IN THE EAST-WEST FENCE LINE.  IT IS STAMPED BOTT
 KF0812'1935 AND SET FLUSH WITH THE GROUND.  TO REACH FROM THE STATION,
 KF0812'GO SOUTHWEST TO CORNER OF PASTURE, TURN LEFT AND GO SOUTH
 KF0812'FOR 0.2 MILE TO EAST-WEST DIRT ROAD, TURN RIGHT AND GO WEST
 KF0812'FOR 0.65 MILE TO THE MARK ON THE RIGHT IN FENCE LINE AS
 KF0812'DESCRIBED.
 KF0812'
 KF0812'TO REACH THE STATION FROM LINN, GO SOUTH ON STATE ROUTE 15
 KF0812'FOR 3.0 MILES TO EAST-WEST SECTION LINE ROAD, TURN LEFT AND
 KF0812'GO EAST FOR 1.0 MILE TO CROSSROADS, TURN RIGHT AND GO SOUTH
 KF0812'FOR 0.75 MILES TO THE BOTT FARM HOUSE ON THE RIGHT, TURN
 KF0812'RIGHT INTO PRIVATE DRIVEWAY AND ON TO A WOODEN GATE BETWEEN
 KF0812'TWO BARNS AND CONTINUE THROUGH BARN YARD LOT TO GATE IN
 KF0812'NORTHWEST CORNER, PASS THROUGH GATE AND CONTINUE WEST FOR ABOUT
 KF0812'0.05 MILE TO THE STATION AS DESCRIBED.
 KF0812'
 KF0812'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 KF0812'
 KF0812'AN 87 FOOT SIGNAL AT STATION ENOS 1935 IS VISIBLE AT 37 FEET
 KF0812'
 KF0812'A 74 FOOT SIGNAL AT STATION GREENLEAF IS VISIBLE AT 37 FEET
 KF0812'
 KF0812'A 4 FOOT SIGNAL AT STATION CHEPSTOW IS VISIBLE AT 37 FEET
 KF0812'
 KF0812'A 74 FOOT SIGNAL AT STATION BODAVILLE IS VISIBLE AT 37 FEET
 KF0812'
 KF0812'A 47 FOOT SIGNAL AT STATION SAM 1935 IS VISIBLE AT 37 FEET
 KF0812
 KF0812                          STATION RECOVERY (1965)
 KF0812
 KF0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0812'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED AS
 KF0812'DESCRIBED IN THE 1947 RECOVERY DESCRIPTION AND FOUND TO BE IN GOOD
 KF0812'CONDITION, THE PROPERTY IS IS STILL OWNED BY MEMBERS OF THE BOTT
 KF0812'FAMILY AND ARE AWARE OF THE LOCATION OF THE MARKS EXCEPT THE
 KF0812'AZIMUTH MARK.
 KF0812'
 KF0812'AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND, THE PROPERTY IS NOW
 KF0812'FARMED LESS THAN 20 FEET FROM THE CENTER LINE OF THE ROAD AND
 KF0812'PROBABLY HAS DESTROYED THE MARK OR IT IS COVERED OVER.
 KF0812
 KF0812                          STATION RECOVERY (1966)
 KF0812
 KF0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF0812'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KF0812'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1947
 KF0812'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KF0812'
 KF0812'THE STATION MARK WAS FOUND IN AN EAST-WEST FENCE ABOUT 0.1 MILE
 KF0812'WEST OF THE FARM HOME OF MR. WILL BOTT.
 KF0812'
 KF0812'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE IN OPEN PASTURE
 KF0812'LAND.
 KF0812'
 KF0812'AZIMUTH MARK IS 0.9 MILE WEST OF CROSSROAD SOUTHEAST OF THE STATION,
 KF0812'28 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 17.5 FEET WEST OF
 KF0812'A TELEPHONE POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST, AND
 KF0812'NORTHEAST ACROSS THE ROAD FROM A FARMHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0416 ***********************************************************************
 KJ0416  DESIGNATION -  BOUNDARY MON 68 M CO KS
 KJ0416  PID         -  KJ0416
 KJ0416  STATE/COUNTY-  KS/WALLACE
 KJ0416  USGS QUAD   -  MOUNT SUNFLOWER (1980)
 KJ0416
 KJ0416                         *CURRENT SURVEY CONTROL
 KJ0416  ___________________________________________________________________
 KJ0416* NAD 83(1997)-  39 00 22.42178(N)    102 02 46.71063(W)     ADJUSTED  
 KJ0416* NAVD 88     -      1218.     (meters)    3996.     (feet)  VERTCON   
 KJ0416  ___________________________________________________________________
 KJ0416  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 KJ0416  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 KJ0416
 KJ0416  HORZ ORDER  -  SECOND
 KJ0416
 KJ0416.The horizontal coordinates were established by classical geodetic methods
 KJ0416.and adjusted by the National Geodetic Survey in October 1998..
 KJ0416
 KJ0416.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0416
 KJ0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0416
 KJ0416.The geoid height was determined by GEOID03.
 KJ0416
 KJ0416;                    North         East     Units Scale Factor Converg.
 KJ0416;SPC KS N     -    82,527.394    49,642.140   MT  0.99996591   -2 33 36.6
 KJ0416;SPC CO C     -   440,685.617 1,213,465.656   MT  0.99993727   +2 10 41.5
 KJ0416;SPC CO C     - 1,445,816.06  3,981,178.57   sFT  0.99993727   +2 10 41.5
 KJ0416;UTM  13      - 4,321,619.199   755,766.671   MT  1.00040558   +1 51 36.3
 KJ0416;UTM  14      - 4,321,883.795   236,211.858   MT  1.00045691   -1 55 06.5
 KJ0416
 KJ0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0416!SPC KS N     -   0.99981254  x   0.99996591  =   0.99977845
 KJ0416!SPC CO C     -   0.99981254  x   0.99993727  =   0.99974982
 KJ0416!UTM  13      -   0.99981254  x   1.00040558  =   1.00021804
 KJ0416!UTM  14      -   0.99981254  x   1.00045691  =   1.00026936
 KJ0416
 KJ0416                          SUPERSEDED SURVEY CONTROL
 KJ0416
 KJ0416  NAD 83(1997)-  39 00 22.42176(N)    102 02 46.71031(W) AD(       ) 2
 KJ0416  NAD 83(1986)-  39 00 22.42099(N)    102 02 46.71048(W) AD(       ) 2
 KJ0416  NAD 27      -  39 00 22.40400(N)    102 02 45.06700(W) AD(       ) 2
 KJ0416  NGVD 29 (07/19/86) 1218.     (m)         3996.     (f) VERT ANG       
 KJ0416
 KJ0416.Superseded values are not recommended for survey control.
 KJ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0416.See file dsdata.txt to determine how the superseded data were derived.
 KJ0416
 KJ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD5576721619(NAD 83)
 KJ0416_MARKER: Z = SEE DESCRIPTION
 KJ0416_SETTING: 0 = UNSPECIFIED SETTING
 KJ0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0416
 KJ0416  HISTORY     - Date     Condition        Report By
 KJ0416  HISTORY     - 1908     MONUMENTED       USGLO
 KJ0416  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KJ0416  HISTORY     - 1935     GOOD             CGS
 KJ0416
 KJ0416                          STATION DESCRIPTION
 KJ0416
 KJ0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KJ0416'ABOUT 10 MILES NORTH OF THE UNION PACIFIC RAILROAD AND ABOUT
 KJ0416'1/2 MILE WEST OF THE SOUTHWEST CORNER OF SEC. 18, T. 12 S.,
 KJ0416'R. 42 W., IN A LARGE PASTURE, ABOUT 480 YARDS NORTH AND 30
 KJ0416'FEET EAST OF THE NORTHWEST CORNER OF A FENCED FIELD.  A SMALL
 KJ0416'DISK IS ABOUT 0.2 MILE SOUTH AND ANOTHER SMALL DISK IS 0.8 OF
 KJ0416'A MILE NORTH OF THE STATION.  THE SMALL DISKS ARE ABOUT 2 INCHES
 KJ0416'IN DIAMETER AND THE STATION DISK IS ABOUT 3 INCHES IN DIAMETER.
 KJ0416'THE SMALL DISKS AND STATION DISK PROJECT ABOUT 4 INCHES ABOVE
 KJ0416'THE SURFACE OF THE GROUND.
 KJ0416
 KJ0416                          STATION RECOVERY (1935)
 KJ0416
 KJ0416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 KJ0416'ON THE KANSAS-COLORADO STATE LINE, ABOUT 3 MILES SOUTH OF THE
 KJ0416'NORTHEAST CORNER OF CHEYENNE COUNTY, COLORADO, 1040 FEET NORTH
 KJ0416'FROM THE CLOSING CORNER OF SECTIONS 18 AND 19, T. 12 S., R. 41 W.,
 KJ0416'WHICH IS MARKED BY AN IRON PIPE AND CAP.  A UNITED STATES
 KJ0416'GENERAL LAND OFFICE CAP, STAMPED COLO.-KANS. 68 M 1908 AND
 KJ0416'RIVETED ON THE TOP OF A 3-INCH IRONPIPE WHICH PROJECTS 1 INCH
 KJ0416'ABOVE GROUND AND IS SURROUNDED BY 4 PITS.
 KJ0416'
 KJ0416'THE MARK IS ON THE OPEN PRAIRIE AND IS DIFFICULT TO FIND AS
 KJ0416'THERE IS NOTHING IN THE VICINITY.  POSSIBLY THE BEST METHOD
 KJ0416'OF LOCATING THIS MARK IS TO COME UP THE KANSAS-COLORADO STATE
 KJ0416'LINE FROM A POINT SEVERAL MILES TO THE SOUTH OF THE LINE.
 KJ0416'THE GROUND IS HIGH IN THE VICINITY ALTHOUGH HIGHER GROUND IS
 KJ0416'TO THE NORTH.
 KJ0416'
 KJ0416'THE LAND OFFICE RE-SURVEY RECOVERED THE ORIGINAL MARK AT THIS
 KJ0416'POINT AND THE PRESENT MARK OCCUPIES THE SAME POSITION AS THE
 KJ0416'ORIGINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0731 ***********************************************************************
 JJ0731  DESIGNATION -  BOUNDARY MON 73 1/2 M CO KS
 JJ0731  PID         -  JJ0731
 JJ0731  STATE/COUNTY-  KS/WALLACE
 JJ0731  USGS QUAD   -  ARAPAHOE NE (1969)
 JJ0731
 JJ0731                         *CURRENT SURVEY CONTROL
 JJ0731  ___________________________________________________________________
 JJ0731* NAD 83(1997)-  38 55 30.81869(N)    102 02 45.05594(W)     ADJUSTED  
 JJ0731* NAVD 88     -      1196.     (meters)    3924.     (feet)  VERTCON   
 JJ0731  ___________________________________________________________________
 JJ0731  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 JJ0731  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 JJ0731
 JJ0731  HORZ ORDER  -  SECOND
 JJ0731
 JJ0731.The horizontal coordinates were established by classical geodetic methods
 JJ0731.and adjusted by the National Geodetic Survey in October 1998..
 JJ0731
 JJ0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0731
 JJ0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0731
 JJ0731.The geoid height was determined by GEOID03.
 JJ0731
 JJ0731;                    North         East     Units Scale Factor Converg.
 JJ0731;SPC KS N     -    73,542.569    49,280.299   MT  0.99997289   -2 33 35.5
 JJ0731;SPC CO C     -   431,701.883 1,213,847.239   MT  0.99994059   +2 10 42.6
 JJ0731;SPC CO C     - 1,416,341.93  3,982,430.48   sFT  0.99994059   +2 10 42.6
 JJ0731;UTM  13      - 4,312,629.271   756,098.267   MT  1.00040769   +1 51 25.6
 JJ0731;UTM  14      - 4,312,891.082   235,950.800   MT  1.00045863   -1 54 53.4
 JJ0731
 JJ0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0731!SPC KS N     -   0.99981598  x   0.99997289  =   0.99978887
 JJ0731!SPC CO C     -   0.99981598  x   0.99994059  =   0.99975658
 JJ0731!UTM  13      -   0.99981598  x   1.00040769  =   1.00022359
 JJ0731!UTM  14      -   0.99981598  x   1.00045863  =   1.00027453
 JJ0731
 JJ0731                          SUPERSEDED SURVEY CONTROL
 JJ0731
 JJ0731  NAD 83(1997)-  38 55 30.81880(N)    102 02 45.05592(W) AD(       ) 2
 JJ0731  NAD 83(1986)-  38 55 30.81829(N)    102 02 45.05551(W) AD(       ) 2
 JJ0731  NAD 27      -  38 55 30.79200(N)    102 02 43.40700(W) AD(       ) 2
 JJ0731  NGVD 29 (07/19/86) 1196.     (m)         3924.     (f) VERT ANG       
 JJ0731
 JJ0731.Superseded values are not recommended for survey control.
 JJ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0731.See file dsdata.txt to determine how the superseded data were derived.
 JJ0731
 JJ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD5609812629(NAD 83)
 JJ0731_MARKER: X = CHISELED CROSS
 JJ0731_SETTING: 0 = UNSPECIFIED SETTING
 JJ0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0731
 JJ0731  HISTORY     - Date     Condition        Report By
 JJ0731  HISTORY     - 1891     MONUMENTED       CGS
 JJ0731  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JJ0731  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JJ0731
 JJ0731                          STATION DESCRIPTION
 JJ0731
 JJ0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (FWP)
 JJ0731'AT THE POINT FORMERLY OCCUPIED BY THE STONE MONUMENT MARKING
 JJ0731'THE STATE LINE, WHICH HAS BEEN REMOVED.  THE POSITION WAS
 JJ0731'RECOVERED APPROXIMATELY AND IS NOW MARKED BY THE CENTER OF
 JJ0731'THE MOUTH OF A GALLON JUG BURIED WITH MOUTH UP 2 FEET 8
 JJ0731'INCHES BELOW THE SURFACE.  THE JUG WAS COVERED WITH 1 FOOT OF
 JJ0731'EARTH AND TWO THICKNESSES OF 1-INCH BOARDS 2-FEET SQUARE.
 JJ0731'A TACK IN BOARDS MARKS THE STATION.  THE SURFACE MARK IS A
 JJ0731'CROSS CHISELED ON HARD CONGLOMERATE SANDSTONE, 20 BY 15
 JJ0731'INCHES BY 6 INCHES DEEP.  THE STONE PROJECTS AN INCH ABOVE
 JJ0731'THE SURFACE AND IS MARKED B.M. 73 1/2.  IT IS COVERED WITH
 JJ0731'A MOUND OF LIMESTONE, FORMING A PROMINENT OBJECT.
 JJ0731
 JJ0731                          STATION RECOVERY (1934)
 JJ0731
 JJ0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JJ0731'STATION RECOCVERED IN GOOD CONDITION.  ABOUT 4-1/2 MILES
 JJ0731'NORTH OF THE UNION PACIFIC RAILROAD, ON THE SOUTH END OF A
 JJ0731'FLAT OR ALMOST LEVEL PLACE, JUST NORTH OF THE SOUTH FORK OF THE
 JJ0731'SMOKY HILL RIVER, AND ABOUT 3/8 MILE NORTH OF A HOUSE ON THE
 JJ0731'SOUTH SIDE OF THE RIVER.
 JJ0731'
 JJ0731'THE MARK IS A U.S. GENERAL LAND OFFICE SURVEY CAP, 3 INCHES
 JJ0731'IN DIAMETER, ON AN IRON PIPE, PROJECTING ABOUT 4 INCHES ABOVE
 JJ0731'GROUND, AND IS STAMPED US GENERAL LAND OFFICE SURVEY, COLO.,
 JJ0731'KANS. 73-1/2 M.
 JJ0731'
 JJ0731'REFERENCES FROM THE STATION ARE AN OLD CELLAR PIT 137-1/2
 JJ0731'FEET N. 85 DEG W., (MAGNETIC) AND A PROMINENT HILL ABOUT 5/8
 JJ0731'MILE N. 55 DEG W. (MAGNETIC).
 JJ0731
 JJ0731                          STATION RECOVERY (1935)
 JJ0731
 JJ0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JJ0731'RECOVERED.  ABOUT 4-1/2 MILES NORTH ALONG THE STATE LINE
 JJ0731'FROM THE POINT WHERE THE UNION PACIFIC RAILROAD AND U.S.
 JJ0731'HIGHWAY 40 S CROSS THE LINE, NEAR THE TOP OF THE HILL OVERLOOKING
 JJ0731'THE SMOKY HILL RIVER TO THE SOUTH, ABOUT 1/2 MILE FROM THE
 JJ0731'RIVER, AND ABOUT 1/2 MILE NORTH OF AN ABANDONED FARMHOUSE.
 JJ0731'THE STATION CONSISTS OF A U.S. LAND OFFICE SURVEY CAP,
 JJ0731'STAMPED COLO.-KANS. 73-1/2 M 1908 RIVETED ON THE TOP OF A
 JJ0731'3-INCH IRON PIPE WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND,
 JJ0731'AND IS MARKED BY 2 PITS, ONE TO THE EAST, AND THE OTHER ON
 JJ0731'THE WEST SIDE.
 JJ0731'
 JJ0731'A NUMBER OF PIECES OF BROKEN STONE SURROUND THE MARK, INCLUDING
 JJ0731'THE ORIGINAL BOUNDARY MARK, A FLAT STONE WITH A CHISELED
 JJ0731'CROSS AND THE LEGEND B.M. 73-1/2 CHISELED ON ITS UPPER SURFACE.
 JJ0731'THIS OLD STONE WAS LYING ON THE SURFACE OF THE GROUND, 6
 JJ0731'INCHES SOUTH OF THE IRONPIPE, AND WAS EVIDENTLY MOVED TO MAKE
 JJ0731'ROOM FOR THE IRON PIPE AND CAP OF THE GENERAL LAND OFFICE
 JJ0731'RE-SURVEY OF CHEYENNE COUNTY, COLORADO IN 1908.  THIS RE-SURVEY
 JJ0731'RECOVERED THE ORIGINAL MARK AND THE PRESENT MARK OCCUPIED
 JJ0731'THE ORIGINAL POSITION.
 JJ0731'
 JJ0731'THE STATION IS DIFFICULT TO REACH BY AUTOMOBILE.  THE BEST
 JJ0731'METHOD OF APPROACH IS FROM THE STATE OF COLORADO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0734 ***********************************************************************
 JJ0734  DESIGNATION -  BOUNDARY MON 83 M CO KS
 JJ0734  PID         -  JJ0734
 JJ0734  STATE/COUNTY-  KS/WALLACE
 JJ0734  USGS QUAD   -  ARAPAHOE SE (1969)
 JJ0734
 JJ0734                         *CURRENT SURVEY CONTROL
 JJ0734  ___________________________________________________________________
 JJ0734* NAD 83(1997)-  38 47 09.08505(N)    102 02 43.41785(W)     ADJUSTED  
 JJ0734* NAVD 88     -      1188.     (meters)    3898.     (feet)  VERTCON   
 JJ0734  ___________________________________________________________________
 JJ0734  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 JJ0734  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 JJ0734
 JJ0734  HORZ ORDER  -  SECOND
 JJ0734
 JJ0734.The horizontal coordinates were established by classical geodetic methods
 JJ0734.and adjusted by the National Geodetic Survey in October 1998..
 JJ0734
 JJ0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0734
 JJ0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0734
 JJ0734.The geoid height was determined by GEOID03.
 JJ0734
 JJ0734;                    North         East     Units Scale Factor Converg.
 JJ0734;SPC KS N     -    58,084.646    48,628.783   MT  0.99998955   -2 33 34.5
 JJ0734;SPC KS S     -   641,067.865    92,010.286   MT  1.00005071   -2 10 43.5
 JJ0734;SPC CO C     -   416,243.520 1,214,474.842   MT  0.99995095   +2 10 43.6
 JJ0734;SPC CO C     - 1,365,625.62  3,984,489.54   sFT  0.99995095   +2 10 43.6
 JJ0734;UTM  13      - 4,297,160.428   756,638.649   MT  1.00041113   +1 51 06.5
 JJ0734;UTM  14      - 4,297,419.366   235,473.897   MT  1.00046176   -1 54 31.6
 JJ0734
 JJ0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0734!SPC KS N     -   0.99981722  x   0.99998955  =   0.99980677
 JJ0734!SPC KS S     -   0.99981722  x   1.00005071  =   0.99986792
 JJ0734!SPC CO C     -   0.99981722  x   0.99995095  =   0.99976818
 JJ0734!UTM  13      -   0.99981722  x   1.00041113  =   1.00022828
 JJ0734!UTM  14      -   0.99981722  x   1.00046176  =   1.00027890
 JJ0734
 JJ0734                          SUPERSEDED SURVEY CONTROL
 JJ0734
 JJ0734  NAD 83(1997)-  38 47 09.08477(N)    102 02 43.41861(W) AD(       ) 2
 JJ0734  NAD 83(1986)-  38 47 09.08544(N)    102 02 43.41401(W) AD(       ) 2
 JJ0734  NAD 27      -  38 47 09.05400(N)    102 02 41.77200(W) AD(       ) 2
 JJ0734  NGVD 29 (07/19/86) 1188.     (m)         3898.     (f) VERT ANG       
 JJ0734
 JJ0734.Superseded values are not recommended for survey control.
 JJ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0734.See file dsdata.txt to determine how the superseded data were derived.
 JJ0734
 JJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5663997160(NAD 83)
 JJ0734_MARKER: P = PIPE CAP
 JJ0734_SETTING: 0 = UNSPECIFIED SETTING
 JJ0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0734
 JJ0734  HISTORY     - Date     Condition        Report By
 JJ0734  HISTORY     - 1908     MONUMENTED       USGLO
 JJ0734  HISTORY     - 1934     GOOD             CGS
 JJ0734  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JJ0734
 JJ0734                          STATION DESCRIPTION
 JJ0734
 JJ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JJ0734'GOOD.  ABOUT 1/2 MILE WEST OF THE SOUTHWEST CORNER SEC. 31,
 JJ0734'T. 14 S., R. 42 W.  ABOUT 400 FEET SOUTH OF A FENCE THAT BEARS
 JJ0734'EAST.  45 FEET WEST OF A NORTH-AND-SOUTH WIRE FENCE.  22-1/2
 JJ0734'FEET NORTH OF A WIRE FENCE THAT BEARS WEST.  IS A 3-INCH IRON
 JJ0734'DISK OR CAP ON AN IRON PIPE PROJECTING ABOVE THE SURFACE
 JJ0734'ABOUT 3 INCHES, WHICH CONTAINS THE LETTERING--U.S. GENERAL
 JJ0734'LAND OFFICE SURVEY T. 14 S. T. 15 S.
 JJ0734'
 JJ0734'ONE MILE NORTH OF THIS MARK IS A 2-INCH DISK OR CAP PROJECTING
 JJ0734'ABOUT 8 INCHES ABOVE THE SURFACE BEING SIMILAR U.S. MARKINGS.
 JJ0734
 JJ0734                          STATION RECOVERY (1935)
 JJ0734
 JJ0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JJ0734'ON THE KANSAS-COLORADO STATE LINE, ABOUT 4.9 MILES SOUTH FROM
 JJ0734'WHERE THE UNION PACIFIC RAILROAD AND U.S. HIGHWAY NO. 40 S CROSS
 JJ0734'THE LINE, 908 FEET NORTH OF THE CLOSING OF SECTION 31, T. 14
 JJ0734'S., R. 41 W. AND SECTION 6 T. 15 S., R. 41 W. FOR COLORADO
 JJ0734'WHICH IS MARKED BY AN IRON PIPE WITH A CAP.  A UNITED STATES
 JJ0734'GENERAL LAND OFFICE SURVEY CAP, STAMPED COLO.-KANS. 83 M
 JJ0734'1908 AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE WHICH IS
 JJ0734'BURIED ABOUT 3 INCHES BELOW GROUND AND IS SURROUNDED BY
 JJ0734'2 PITS.
 JJ0734'
 JJ0734'THE STATION IS DIFFICULT OF ACCESS FROM THE COLORADO SIDE.
 JJ0734'THE BEST METHOD OF APPROACHING THIS MARK BY AUTOMOBILE IS
 JJ0734'FROM THE KANSAS SIDE.  A GRADED ROAD RUNS SOUTH FROM U.S.
 JJ0734'HIGHWAY NO. 40 S ABOUT 1-1/2 MILES EAST OF THE STATE LINE.
 JJ0734'THE STATION IS ON UNCULTIVATED OPEN PRAIRIE.  A HILL IS JUST
 JJ0734'SOUTH OF THE STATION ABOUT 3/4 MILE.  THE SECTION CORNER
 JJ0734'MENTIONED IN THE DESCRIPTION IS BURIED ABOUT 2 INCHES BELOW
 JJ0734'GROUND BUT IS SURROUNDED BY 3 PITS AND IS NOT DIFFICULT TO
 JJ0734'FIND.  A FARMHOUSE IN COLORADO IS ABOUT 3/4 MILE SOUTHWEST
 JJ0734'OF THE STATION.
 JJ0734'
 JJ0734'NOTE--THE ORIGINAL BOUNDARY MARK, A WOOD POST, WAS RECOVERED
 JJ0734'BY THE LAND OFFICE RE-SURVEY AND THE PRESENT MARKER OCCUPIES
 JJ0734'THE SAME POSITION AS THE ORIGINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0688 ***********************************************************************
 GG0688  DESIGNATION -  BOUNDARY MON KS MO OK OFFSET
 GG0688  PID         -  GG0688
 GG0688  STATE/COUNTY-  KS/CHEROKEE
 GG0688  USGS QUAD   -  RACINE (1978)
 GG0688
 GG0688                         *CURRENT SURVEY CONTROL
 GG0688  ___________________________________________________________________
 GG0688* NAD 83(1997)-  36 59 54.94337(N)    094 37 05.17219(W)     ADJUSTED  
 GG0688* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 GG0688  ___________________________________________________________________
 GG0688  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 GG0688  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 GG0688
 GG0688  HORZ ORDER  -  SECOND
 GG0688
 GG0688.The horizontal coordinates were established by classical geodetic methods
 GG0688.and adjusted by the National Geodetic Survey in October 1998..
 GG0688
 GG0688.The orthometric height was scaled from a topographic map.
 GG0688
 GG0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0688
 GG0688.The geoid height was determined by GEOID03.
 GG0688
 GG0688;                    North         East     Units Scale Factor Converg.
 GG0688;SPC KS S     -   444,032.642   745,462.573   MT  1.00006350   +2 23 07.9
 GG0688;SPC MO W     -    92,320.088   839,487.843   MT  0.99994254   -0 04 15.9
 GG0688;SPC OK N     -   227,004.981   900,988.148   MT  1.00005055   +1 59 44.9
 GG0688;SPC OK N     -   744,765.51  2,955,991.95   sFT  1.00005055   +1 59 44.9
 GG0688;UTM  15      - 4,095,940.244   356,019.549   MT  0.99985538   -0 58 26.2
 GG0688
 GG0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0688!SPC KS S     -   0.99995564  x   1.00006350  =   1.00001914
 GG0688!SPC MO W     -   0.99995564  x   0.99994254  =   0.99989818
 GG0688!SPC OK N     -   0.99995564  x   1.00005055  =   1.00000619
 GG0688!UTM  15      -   0.99995564  x   0.99985538  =   0.99981103
 GG0688
 GG0688                          SUPERSEDED SURVEY CONTROL
 GG0688
 GG0688  NAD 83(1997)-  36 59 54.94957(N)    094 37 05.17426(W) AD(       ) 2
 GG0688  NAD 83(1986)-  36 59 54.95826(N)    094 37 05.16910(W) AD(       ) 2
 GG0688  NAD 27      -  36 59 54.73440(N)    094 37 04.35502(W) AD(       ) 2
 GG0688
 GG0688.Superseded values are not recommended for survey control.
 GG0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0688.See file dsdata.txt to determine how the superseded data were derived.
 GG0688
 GG0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA5602095940(NAD 83)
 GG0688_MARKER: Z = SEE DESCRIPTION
 GG0688_SETTING: 0 = UNSPECIFIED SETTING
 GG0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GG0688
 GG0688  HISTORY     - Date     Condition        Report By
 GG0688  HISTORY     - 1961     MONUMENTED       CGS
 GG0688  HISTORY     - 1965     SEE DESCRIPTION  CGS
 GG0688  HISTORY     - 20020629 MARK NOT FOUND   GEOCAC
 GG0688
 GG0688                          STATION DESCRIPTION
 GG0688
 GG0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 GG0688'THE STATION WAS RECOVERED AS DESCRIBED BY G.W.M. IN 1961.
 GG0688
 GG0688                          STATION RECOVERY (2002)
 GG0688
 GG0688'RECOVERY NOTE BY GEOCACHING 2002
 GG0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LH1010 ***********************************************************************
 LH1010  DESIGNATION -  BOUNDARY STATE LINE B KS NE
 LH1010  PID         -  LH1010
 LH1010  STATE/COUNTY-  KS/SMITH
 LH1010  USGS QUAD   -  RIVERTON (1974)
 LH1010
 LH1010                         *CURRENT SURVEY CONTROL
 LH1010  ___________________________________________________________________
 LH1010* NAD 83(1997)-  40 00 08.43056(N)    098 50 27.22485(W)     ADJUSTED  
 LH1010* NAVD 88     -       630.     (meters)    2067.     (feet)  SCALED    
 LH1010  ___________________________________________________________________
 LH1010  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 LH1010  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 LH1010
 LH1010  HORZ ORDER  -  SECOND
 LH1010
 LH1010.The horizontal coordinates were established by classical geodetic methods
 LH1010.and adjusted by the National Geodetic Survey in October 1998..
 LH1010
 LH1010.The orthometric height was scaled from a topographic map.
 LH1010
 LH1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1010
 LH1010.The geoid height was determined by GEOID03.
 LH1010
 LH1010;                    North         East     Units Scale Factor Converg.
 LH1010;SPC KS N     -   185,623.272   328,193.072   MT  1.00004287   -0 31 55.4
 LH1010;SPC NE       -    19,429.707   598,973.928   MT  0.99999894   +0 46 05.3
 LH1010;UTM  14      - 4,428,029.259   513,580.627   MT  0.99960227   +0 06 08.2
 LH1010
 LH1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1010!SPC KS N     -   0.99990517  x   1.00004287  =   0.99994804
 LH1010!SPC NE       -   0.99990517  x   0.99999894  =   0.99990411
 LH1010!UTM  14      -   0.99990517  x   0.99960227  =   0.99950748
 LH1010
 LH1010                          SUPERSEDED SURVEY CONTROL
 LH1010
 LH1010  NAD 83(1997)-  40 00 08.43250(N)    098 50 27.22401(W) AD(       ) 2
 LH1010  NAD 83(1986)-  40 00 08.43747(N)    098 50 27.22382(W) AD(       ) 2
 LH1010  NAD 27      -  40 00 08.38900(N)    098 50 25.94500(W) AD(       ) 2
 LH1010
 LH1010.Superseded values are not recommended for survey control.
 LH1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1010.See file dsdata.txt to determine how the superseded data were derived.
 LH1010
 LH1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK1358128029(NAD 83)
 LH1010_MARKER: Z = SEE DESCRIPTION
 LH1010_SETTING: 0 = UNSPECIFIED SETTING
 LH1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LH1010
 LH1010  HISTORY     - Date     Condition        Report By
 LH1010  HISTORY     - 1898     MONUMENTED       CGS
 LH1010  HISTORY     - 1934     MARK NOT FOUND   CGS
 LH1010  HISTORY     - 1935     MARK NOT FOUND   CGS
 LH1010
 LH1010                          STATION DESCRIPTION
 LH1010
 LH1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 LH1010'A FLAG NEAR THE KANSAS AND NEBRASKA STATE LINE.
 LH1010
 LH1010                          STATION RECOVERY (1934)
 LH1010
 LH1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 LH1010'A FLAG NEAR THE KANSAS-NEBRASKA STATE LINE IN THE VICINITY
 LH1010'OF STATION LIPPS.  NO MARK WAS LOCATED AT THIS POINT.
 LH1010
 LH1010                          STATION RECOVERY (1935)
 LH1010
 LH1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 LH1010'NO MARK WAS FOUND.  IT IS POSSIBLE THAT NO MARK WAS SET IN 1898.
 LH1010'LOCAL INFORMATION INDICATES THAT ONLY A FLAG WAS POINTED ON
 LH1010'AND NO STATION MARK WAS ESTABLISHED.  IT IS RECOMMENDED THAT
 LH1010'THIS STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0677 ***********************************************************************
 HE0677  DESIGNATION -  BOURBON
 HE0677  PID         -  HE0677
 HE0677  STATE/COUNTY-  KS/BOURBON
 HE0677  USGS QUAD   -  PORTERVILLE (1973)
 HE0677
 HE0677                         *CURRENT SURVEY CONTROL
 HE0677  ___________________________________________________________________
 HE0677* NAD 83(1997)-  37 41 08.34991(N)    095 02 42.90582(W)     ADJUSTED  
 HE0677* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 HE0677  ___________________________________________________________________
 HE0677  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 HE0677  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HE0677
 HE0677  HORZ ORDER  -  SECOND
 HE0677
 HE0677.The horizontal coordinates were established by classical geodetic methods
 HE0677.and adjusted by the National Geodetic Survey in October 1998..
 HE0677
 HE0677.The orthometric height was scaled from a topographic map.
 HE0677
 HE0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0677
 HE0677.The geoid height was determined by GEOID03.
 HE0677
 HE0677;                    North         East     Units Scale Factor Converg.
 HE0677;SPC KS S     -   518,736.441   704,642.950   MT  0.99994407   +2 07 22.9
 HE0677;UTM  15      - 4,172,906.671   319,658.822   MT  1.00000060   -1 15 02.4
 HE0677
 HE0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0677!SPC KS S     -   0.99995244  x   0.99994407  =   0.99989651
 HE0677!UTM  15      -   0.99995244  x   1.00000060  =   0.99995304
 HE0677
 HE0677|---------------------------------------------------------------------|
 HE0677| PID    Reference Object                     Distance      Geod. Az  |
 HE0677|                                                           dddmmss.s |
 HE0677| CL4324 BOURBON RM 1                         15.804 METERS 04913     |
 HE0677| HE1157 GREENBUSH ST ALOYSIUS CATH CH       APPROX.19.7 KM 1651931.7 |
 HE0677| CL4325 BOURBON RM 2                         14.570 METERS 18320     |
 HE0677| HE0679 WALNUT MUNICIPAL TANK               APPROX. 9.9 KM 1943730.7 |
 HE0677| CL4323 BOURBON AZ MK                                      2453224.2 |
 HE0677|---------------------------------------------------------------------|
 HE0677
 HE0677                          SUPERSEDED SURVEY CONTROL
 HE0677
 HE0677  NAD 83(1997)-  37 41 08.35496(N)    095 02 42.90604(W) AD(       ) 2
 HE0677  NAD 83(1986)-  37 41 08.35861(N)    095 02 42.89672(W) AD(       ) 2
 HE0677  NAD 27      -  37 41 08.19993(N)    095 02 41.96935(W) AD(       ) 2
 HE0677
 HE0677.Superseded values are not recommended for survey control.
 HE0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0677.See file dsdata.txt to determine how the superseded data were derived.
 HE0677
 HE0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1965972907(NAD 83)
 HE0677_MARKER: DS = TRIANGULATION STATION DISK
 HE0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0677
 HE0677  HISTORY     - Date     Condition        Report By
 HE0677  HISTORY     - 1965     MONUMENTED       CGS
 HE0677
 HE0677                          STATION DESCRIPTION
 HE0677
 HE0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0677'THE STATION IS ABOUT 5-3/4 MILES NORTH-NORTHEAST OF WALNUT,
 HE0677'5-1/4 MILES EAST OF STARK, 5 MILES WEST-NORTHWEST OF HEPLER, IN
 HE0677'PASTURE LAND OWNED BY MR. GEORGE JACKSON.
 HE0677'
 HE0677'TO REACH THE STATION FROM THE POST OFFICE IN STARK, GO EAST
 HE0677'FOR 0.05 MILE TO CROSSROADS, CONTINUE AHEAD EAST ON GRAVELED ROAD
 HE0677'FOR 5.0 MILES TO A CROSSROAD.  (TO REACH THE AZIMUTH MARK
 HE0677'FROM THIS POINT, TURN RIGHT AND GO SOUTH ON GRAVELED ROAD
 HE0677'FOR 0.4 MILE TO THE MARK ON THE LEFT).  CONTINUE EAST FOR
 HE0677'0.45 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 HE0677'SOUTH UP DRIVEWAY FOR 0.1 MILE TO MR. JACKSONS HOUSE ON
 HE0677'THE RIGHT, FROM THE HOUSE GO SOUTHWEST FOR 0.05 MILE TO A
 HE0677'FENCE CORNER AND A FIELD ROAD.  TURN LEFT AND GO SOUTH THEN
 HE0677'WEST ON FIELD ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 HE0677'
 HE0677'THE STATION MARK IS A STANDARD DISK, STAMPED BOURBON 1964,
 HE0677'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE0677'GROUND SURFACE.  IT IS 43 FEET SOUTH OF THE CENTERLINE OF THE
 HE0677'FIELD ROAD, 32.7 FEET SOUTH OF A FENCE CORNER POST, 2.5
 HE0677'FEET EAST OF A NORTH-SOUTH FENCE LINE AND 2.5 FEET EAST OF A
 HE0677'WITNESS POST.
 HE0677'
 HE0677'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOURBON NO 1 1964,
 HE0677'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 HE0677'THE GROUND SURFACE.  IT IS 40 FEET EAST OF THE FENCE CORNER
 HE0677'POST, 11 FEET SOUTH OF THE CENTERLINE OF THE FIELD ROAD,
 HE0677'1 FOOT SOUTH OF AN EAST-WEST FENCE LINE AND ABOUT THE SAME
 HE0677'ELEVATION AS THE STATION.
 HE0677'
 HE0677'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOURBON NO 2
 HE0677'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 HE0677'FLUSH WITH THE GROUND SURFACE.  IT IS 90 FEET SOUTH OF THE
 HE0677'CENTERLINE OF THE FIELD ROAD, 82 FEET SOUTH OF THE FENCE CORNER
 HE0677'POST, 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE AND ABOUT
 HE0677'THE SAME ELEVATION AS THE STATION.
 HE0677'
 HE0677'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOURBON 1964, SET
 HE0677'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 HE0677'INCHES.  IT IS 21 FEET EAST OF THE CENTERLINE OF A
 HE0677'NORTH-SOUTH GRAVELED ROAD, 4.5 FEET WEST OF A FENCE CORNER
 HE0677'POST AND 1.6 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0824 ***********************************************************************
 HH0824  DESIGNATION -  BOW
 HH0824  PID         -  HH0824
 HH0824  STATE/COUNTY-  KS/STANTON
 HH0824  USGS QUAD   -  JOHNSON EAST (1978)
 HH0824
 HH0824                         *CURRENT SURVEY CONTROL
 HH0824  ___________________________________________________________________
 HH0824* NAD 83(1997)-  37 35 30.12026(N)    101 38 47.65842(W)     ADJUSTED  
 HH0824* NAVD 88     -       990.     (meters)    3248.     (feet)  SCALED    
 HH0824  ___________________________________________________________________
 HH0824  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 HH0824  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 HH0824
 HH0824  HORZ ORDER  -  SECOND
 HH0824
 HH0824.The horizontal coordinates were established by classical geodetic methods
 HH0824.and adjusted by the National Geodetic Survey in October 1998..
 HH0824
 HH0824.The orthometric height was scaled from a topographic map.
 HH0824
 HH0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0824
 HH0824.The geoid height was determined by GEOID03.
 HH0824
 HH0824;                    North         East     Units Scale Factor Converg.
 HH0824;SPC KS S     -   507,353.087   122,169.689   MT  0.99995201   -1 56 01.2
 HH0824;UTM  14      - 4,163,808.336   266,334.248   MT  1.00027258   -1 36 54.8
 HH0824
 HH0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0824!SPC KS S     -   0.99984853  x   0.99995201  =   0.99980055
 HH0824!UTM  14      -   0.99984853  x   1.00027258  =   1.00012107
 HH0824
 HH0824:                Primary Azimuth Mark                     Grid Az
 HH0824:SPC KS S     -  ET 34 ES                                 034 11 41.1
 HH0824:UTM  14      -  ET 34 ES                                 033 52 34.7
 HH0824
 HH0824|---------------------------------------------------------------------|
 HH0824| PID    Reference Object                     Distance      Geod. Az  |
 HH0824|                                                           dddmmss.s |
 HH0824| CM8388 ET 34 ES                                           0321539.9 |
 HH0824| HH0740 STANO PAN AM PETROL TALL DEISO      APPROX.14.1 KM 1040432.9 |
 HH0824| HH0820 BIG BOW COLLINGWOOD GRAIN ELEV      APPROX. 8.2 KM 1133238.9 |
 HH0824| HH0826 JOHNSON RAD STA KAK 487 MAST        APPROX. 5.3 KM 2512708.8 |
 HH0824| HH0837 JOHNSON MUN WATER TANK              APPROX. 9.7 KM 2532335.6 |
 HH0824| CM8479 BOW RM 1                             16.042 METERS 26913     |
 HH0824| CM8480 BOW RM 2                             25.892 METERS 34347     |
 HH0824|---------------------------------------------------------------------|
 HH0824
 HH0824                          SUPERSEDED SURVEY CONTROL
 HH0824
 HH0824  NAD 83(1997)-  37 35 30.12245(N)    101 38 47.65849(W) AD(       ) 2
 HH0824  NAD 83(1986)-  37 35 30.12595(N)    101 38 47.65201(W) AD(       ) 2
 HH0824  NAD 27      -  37 35 30.06514(N)    101 38 46.04139(W) AD(       ) 2
 HH0824
 HH0824.Superseded values are not recommended for survey control.
 HH0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0824.See file dsdata.txt to determine how the superseded data were derived.
 HH0824
 HH0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG6633463808(NAD 83)
 HH0824_MARKER: DS = TRIANGULATION STATION DISK
 HH0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0824
 HH0824  HISTORY     - Date     Condition        Report By
 HH0824  HISTORY     - 1961     MONUMENTED       CGS
 HH0824
 HH0824                          STATION DESCRIPTION
 HH0824
 HH0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0824'THE STATION IS ABOUT 5 MILES NORTHWEST OF BIG BOW, 1 MILE NORTH
 HH0824'OF U.S. HIGHWAY 160 IN THE SOUTHWEST QUARTER OF SECTION 24, T
 HH0824'28 S, R 40 W, ON PROPERTY OWNED BY MR. O.E. JOSSERAND.
 HH0824'
 HH0824'TO REACH THE STATION FROM A CROSSROAD ON U.S. HIGHWAY 160, 0.8
 HH0824'MILE NORTH OF BIG BOW, GO WEST ON HIGHWAY 160 FOR 3.8 MILES TO
 HH0824'A CROSSROAD.  TURN RIGHT AND GO NORTH ON A DIRT ROAD 1.0 MILE TO
 HH0824'A SIDE ROAD ON THE LEFT AND A FIELD ROAD ON THE RIGHT.  TURN
 HH0824'LEFT, WEST ON A DIRT ROAD 0.6 MILE TO A DRIVEWAY ENTRANCE TO A
 HH0824'HOUSE ON THE RIGHT AND THE STATION ON THE RIGHT.
 HH0824'
 HH0824'STATION MARKS ARE STANDARD DISKS STAMPED BOW 1961.  THE SURFACE
 HH0824'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 HH0824'IT IS 83 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 39
 HH0824'FEET EAST OF THE CENTER OF THE DRIVEWAY, 33 FEET NORTH OF THE
 HH0824'CENTER OF THE DIRT ROAD, 15.5 FEET WEST OF A POWER POLE WITH A
 HH0824'TRANSFORMER AND 3.8 FEET EAST OF A METAL WITNESS POST.  THE
 HH0824'UNDERGROUND DISK IS SET 40 INCHES BELOW THE SURFACE IN AN
 HH0824'IRREGULAR MASS ON CONCRETE.
 HH0824'
 HH0824'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOW NO 1 1961, IS
 HH0824'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HH0824'GROUND.  IT IS 62 FEET SOUTH OF THE SOUTH EAST CORNER OF THE
 HH0824'HOUSE, 29 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND 14 FEET
 HH0824'WEST OF THE CENTER OF THE DRIVEWAY.
 HH0824'
 HH0824'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOW NO 2 1961, IS
 HH0824'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HH0824'GROUND.  IT IS 1.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 HH0824'GARAGE.
 HH0824'
 HH0824'BM 34 ES A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED ES 34
 HH0824'1958 3223, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 HH0824'INCHES.  IT IS 40 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 36
 HH0824'FEET WEST OF THE CENTER OF A DIRT ROAD, 7 FEET SOUTH OF A
 HH0824'FENCE CORNER, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST AND 0.8
 HH0824'FEET EAST OF A TELEPHONE POLE.  THIS MARK WAS USED AS AN AZIMUTH
 HH0824'MARK.
 HH0824'
 HH0824'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE DIRT
 HH0824'ROAD 0.6 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH ON A DIRT ROAD
 HH0824'0.9 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST
 HH0824'ANGLE.
 HH0824'
 HH0824'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0813 ***********************************************************************
 KG0813  DESIGNATION -  BOW
 KG0813  PID         -  KG0813
 KG0813  STATE/COUNTY-  KS/GRAHAM
 KG0813  USGS QUAD   -  LOGAN SW (1979)
 KG0813
 KG0813                         *CURRENT SURVEY CONTROL
 KG0813  ___________________________________________________________________
 KG0813* NAD 83(1997)-  39 30 36.21828(N)    099 39 18.81622(W)     ADJUSTED  
 KG0813* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 KG0813  ___________________________________________________________________
 KG0813  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KG0813  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 KG0813
 KG0813  HORZ ORDER  -  SECOND
 KG0813
 KG0813.The horizontal coordinates were established by classical geodetic methods
 KG0813.and adjusted by the National Geodetic Survey in October 1998..
 KG0813
 KG0813.The orthometric height was scaled from a topographic map.
 KG0813
 KG0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0813
 KG0813.The geoid height was determined by GEOID03.
 KG0813
 KG0813;                    North         East     Units Scale Factor Converg.
 KG0813;SPC KS N     -   131,932.891   257,661.432   MT  0.99996707   -1 02 50.2
 KG0813;UTM  14      - 4,373,585.960   443,672.138   MT  0.99963906   -0 25 00.8
 KG0813
 KG0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0813!SPC KS N     -   0.99989273  x   0.99996707  =   0.99985980
 KG0813!UTM  14      -   0.99989273  x   0.99963906  =   0.99953183
 KG0813
 KG0813:                Primary Azimuth Mark                     Grid Az
 KG0813:SPC KS N     -  BOW AZ MK                                091 52 42.2
 KG0813:UTM  14      -  BOW AZ MK                                091 14 52.8
 KG0813
 KG0813|---------------------------------------------------------------------|
 KG0813| PID    Reference Object                     Distance      Geod. Az  |
 KG0813|                                                           dddmmss.s |
 KG0813| CN7941 BOW AZ MK                                          0904952.0 |
 KG0813| CN7942 BOW RM 1                             27.148 METERS 09456     |
 KG0813| CN7943 BOW RM 2                             25.807 METERS 18805     |
 KG0813| CN7944 BOW RM 3                             13.105 METERS 25832     |
 KG0813|---------------------------------------------------------------------|
 KG0813
 KG0813                          SUPERSEDED SURVEY CONTROL
 KG0813
 KG0813  NAD 83(1997)-  39 30 36.22300(N)    099 39 18.81806(W) AD(       ) 2
 KG0813  NAD 83(1986)-  39 30 36.22359(N)    099 39 18.81789(W) AD(       ) 2
 KG0813  NAD 27      -  39 30 36.19900(N)    099 39 17.41500(W) AD(       ) 2
 KG0813
 KG0813.Superseded values are not recommended for survey control.
 KG0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0813.See file dsdata.txt to determine how the superseded data were derived.
 KG0813
 KG0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ4367273586(NAD 83)
 KG0813_MARKER: DS = TRIANGULATION STATION DISK
 KG0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0813
 KG0813  HISTORY     - Date     Condition        Report By
 KG0813  HISTORY     - 1950     MONUMENTED       CGS
 KG0813  HISTORY     - 1969     GOOD             CGS
 KG0813
 KG0813                          STATION DESCRIPTION
 KG0813
 KG0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0813'THE STATION IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED FIELD
 KG0813'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY ABOUT 11.0 MILES
 KG0813'SOUTH AND 4.0 MILES WEST OF LOGAN AND ABOUT 10.0 MILES NORTH AND
 KG0813'2.0 MILES EAST OF BOGUE.  IT IS ON LAND OWNED BY MR. J.B. WEST,
 KG0813'54.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 52.0 FEET EAST
 KG0813'OF THE CENTER OF A WIRE GATE AND APPROACH INTO FIELD, 11.0 FEET
 KG0813'NORTHEAST OF A WITNESS POST AND 9.0 FEET NORTH OF A FENCE.  IT
 KG0813'IS SET ABOUT 16 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 KG0813'STAMPED BOW 1950.
 KG0813'
 KG0813'REFERENCE MARK NO. 1 IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED
 KG0813'FIELD, 38.0 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 1.0
 KG0813'FOOT NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED BOW
 KG0813'NO 1 1950.
 KG0813'
 KG0813'REFERENCE MARK NO. 2 IS LOCATED AT THE NORTH EDGE OF A CULTIVATED
 KG0813'FIELD, 30.0 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND IS
 KG0813'DIRECTLY UNDER AN EAST-WEST FENCE.  IT PROJECTS 6 INCHES AND
 KG0813'IS STAMPED BOW NO 2 1950.
 KG0813'
 KG0813'THE AZIMUTH MARK IS ACROSS THE ROAD AND ABOUT 125.0 FEET SOUTHWEST
 KG0813'OF A SMALL WHITE FILLING STATION, 40.0 FEET SOUTH OF THE CENTER OF
 KG0813'A GRAVELED ROAD, 5.0 FEET SOUTH OF A FENCE, 1.0 FOOT WEST OF
 KG0813'A POWERLINE BRACE POLE WITH A TRANSFORMER ON THE WEST SIDE AND
 KG0813'1.0 FOOT SOUTHWEST OF A WITNESS POST.  IT PROJECTS 6 INCHES
 KG0813'AND IS STAMPED BOW 1950.
 KG0813'
 KG0813'TO REACH THE STATION FROM THE CROSS-STREET JUST EAST OF THE
 KG0813'POST OFFICE IN LOGAN, GO SOUTH ON A GRAVELED ROAD FOR 0.75 MILES
 KG0813'TO A FORK, TAKE RIGHT FORK AND GO WEST FOR 0.2 MILE TO A FORK,
 KG0813'TAKE LEFT FORK AND GO SOUTH ON A GRAVELED ROAD FOR 10.3 MILES TO
 KG0813'A CROSSROAD JUST NORTH OF A SCHOOLHOUSE IN THE SOUTHWEST ANGLE.
 KG0813'HERE TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 3.95 MILES TO
 KG0813'A FILLING STATION ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT
 KG0813'AS DESCRIBED, CONTINUE WEST ON GRAVELED ROAD FOR 0.95 MILE TO
 KG0813'THE TOP OF A HILL AND THE STATION ON THE RIGHT IN A CULTIVATED
 KG0813'FIELD AS DESCRIBED.
 KG0813'
 KG0813'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KG0813
 KG0813                          STATION RECOVERY (1969)
 KG0813
 KG0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0813'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 KG0813'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 KG0813'DESTROYED WHEN ROAD DITCH WAS WIDENED.  THE DISTANCE AND DIRECTION
 KG0813'TO REFERENCE MARK NO. 1 CHECKED.
 KG0813'
 KG0813'REFERENCE MARK NO. 3 WAS SET.
 KG0813'
 KG0813'FOLLOWING IS A NEW DESCRIPTION.
 KG0813'
 KG0813'TO REACH THE STATION FROM THE CROSS STREET JUST EAST OF THE POST
 KG0813'OFFICE IN LOGAN, GO SOUTH ON A GRAVELED ROAD FOR 0.75 MILE TO A
 KG0813'FORK.  TAKE THE RIGHT FORK AND GO WEST FOR 0.2 MILE TO A FORK.
 KG0813'TAKE THE LEFT FORK AND GO SOUTH ON A GRAVELED ROAD FOR 10.3 MILES
 KG0813'TO A CROSSROAD AND A SCHOOLHOUSE IN THE SOUTHWEST ANGLE.  TURN
 KG0813'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 3.95 MILES TO AN
 KG0813'ABANDONED FILLING STATION AND THE AZIMUTH MARK ON THE LEFT.
 KG0813'CONTINUE WEST ON A GRAVELED ROAD FOR 0.95 MILE TO THE TOP OF
 KG0813'A HILL AND THE STATION ON THE RIGHT.
 KG0813'
 KG0813'STATION SURFACE MARK, A STANDARD DISK STAMPED BOW 1950, SET IN THE
 KG0813'TOP OF A ROUND CONCRETE POST WHICH IS 16 INCHES BELOW THE SURFACE OF
 KG0813'THE GROUND.  IT IS 57 FEET EAST-NORTHEAST OF THE CENTER OF A FIELD
 KG0813'APPROACH, 11 FEET NORTHEAST OF A WOODEN WITNESS POST, AND 9 FEET
 KG0813'NORTH OF AN OLD EAST-WEST FENCE.  THE UNDERGROUND MARK WAS NOT
 KG0813'INSPECTED.
 KG0813'
 KG0813'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOW NO. 1 1950, IS SET
 KG0813'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 KG0813'IS 38 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND
 KG0813'IN OLD FENCELINE.
 KG0813'
 KG0813'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BOW 1950 NO. 3 1969,
 KG0813'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 KG0813'IT IS 38 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 12 FEET
 KG0813'EAST OF THE CENTER OF THE FIELD APPROACH, AND 1 FOOT EAST OF A
 KG0813'METAL WITNESS POST.
 KG0813'
 KG0813'AZIMUTH MARK, A STANDARD DISK STAMPED BOW 1950, IS SET IN THE TOP
 KG0813'OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS ABOUT 125
 KG0813'FEET SOUTHWEST OF THE OLD ABANDONED FILLING STATION, 40 FEET SOUTH
 KG0813'OF THE CENTER OF THE GRAVELED ROAD, 5 FEET SOUTH OF A FENCE AND A
 KG0813'METAL WITNESS POST, AND 1 FOOT WEST OF A POWERLINE POLE.
 KG0813'
 KG0813'NOTE--STATION IS ALSO 54 FEET NORTH OF THE CENTER OF THE GRAVELED
 KG0813'ROAD.
 KG0813'
 KG0813'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11 MILES
 KG0813'SOUTH AND 4 MILES EAST OF LOGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0765 ***********************************************************************
 KH0765  DESIGNATION -  BOW
 KH0765  PID         -  KH0765
 KH0765  STATE/COUNTY-  KS/SHERIDAN
 KH0765  USGS QUAD   -  HOXIE NE (1979)
 KH0765
 KH0765                         *CURRENT SURVEY CONTROL
 KH0765  ___________________________________________________________________
 KH0765* NAD 83(1997)-  39 24 53.83817(N)    100 18 41.58316(W)     ADJUSTED  
 KH0765* NAVD 88     -       796.     (meters)    2612.     (feet)  SCALED    
 KH0765  ___________________________________________________________________
 KH0765  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 KH0765  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 KH0765
 KH0765  HORZ ORDER  -  THIRD
 KH0765
 KH0765.The horizontal coordinates were established by classical geodetic methods
 KH0765.and adjusted by the National Geodetic Survey in October 1998..
 KH0765
 KH0765.The orthometric height was scaled from a topographic map.
 KH0765
 KH0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0765
 KH0765.The geoid height was determined by GEOID03.
 KH0765
 KH0765;                    North         East     Units Scale Factor Converg.
 KH0765;SPC KS N     -   122,613.812   200,962.912   MT  0.99996095   -1 27 45.2
 KH0765;UTM  14      - 4,363,646.804   387,094.915   MT  0.99975695   -0 49 58.2
 KH0765
 KH0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0765!SPC KS N     -   0.99987903  x   0.99996095  =   0.99983998
 KH0765!UTM  14      -   0.99987903  x   0.99975695  =   0.99963601
 KH0765
 KH0765:                Primary Azimuth Mark                     Grid Az
 KH0765:SPC KS N     -  DAVIS                                    080 00 05.8
 KH0765:UTM  14      -  DAVIS                                    079 22 18.8
 KH0765
 KH0765|---------------------------------------------------------------------|
 KH0765| PID    Reference Object                     Distance      Geod. Az  |
 KH0765|                                                           dddmmss.s |
 KH0765| KH0749 DAVIS                               APPROX.11.3 KM 0783220.6 |
 KH0765| CN7941 BOW AZ MK                                          1810044.7 |
 KH0765| CN7942 BOW RM 1                             20.315 METERS 18650     |
 KH0765| CN7943 BOW RM 2                              9.976 METERS 34909     |
 KH0765|---------------------------------------------------------------------|
 KH0765
 KH0765                          SUPERSEDED SURVEY CONTROL
 KH0765
 KH0765  NAD 83(1986)-  39 24 53.84275(N)    100 18 41.58592(W) AD(       ) 3
 KH0765  NAD 27      -  39 24 53.83200(N)    100 18 40.08500(W) AD(       ) 3
 KH0765
 KH0765.Superseded values are not recommended for survey control.
 KH0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0765.See file dsdata.txt to determine how the superseded data were derived.
 KH0765
 KH0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ8709563647(NAD 83)
 KH0765_MARKER: DS = TRIANGULATION STATION DISK
 KH0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0765_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KH0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0765+STABILITY: SURFACE MOTION
 KH0765
 KH0765  HISTORY     - Date     Condition        Report By
 KH0765  HISTORY     - 1950     MONUMENTED       CGS
 KH0765
 KH0765                          STATION DESCRIPTION
 KH0765
 KH0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0765'THE STATION IS LOCATED ABOUT 7.0 MILES EAST AND 4.0 MILES
 KH0765'NORTH OF HOXIE AND ABOUT 4.0 MILES NORTH OF TASCO IN THE
 KH0765'WEST EDGE OF A CULTIVATED FIELD.  IT IS 46 FEET NORTH OF THE
 KH0765'CENTER OF ENTRANCE TO FIELD, 45 FEET EAST OF THE CENTER OF
 KH0765'A ROAD, 6 FEET NORTHEAST OF A WITNESS POST AND 5 FEET EAST
 KH0765'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BOW 1950 AND
 KH0765'PROJECTS 8 INCHES.
 KH0765'
 KH0765'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 35 FEET
 KH0765'EAST OF THE CENTER OF ROAD AND 20 FEET SOUTH OF THE CENTER
 KH0765'OF ENTRANCE TO FIELD.  IT IS STAMPED BOW NO 1 1950 AND PROJECTS
 KH0765'8 INCHES.
 KH0765'
 KH0765'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE, 40
 KH0765'FEET EAST OF THE CENTER OF ROAD.  IT IS STAMPED BOW NO 2
 KH0765'1950 AND PROJECTS 8 INCHES.
 KH0765'
 KH0765'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 98.33 FEET.
 KH0765'
 KH0765'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 57 FEET WEST
 KH0765'OF THE CENTER OF ROAD, 1 FOOT NORTH OF A WITNESS POST AND 1
 KH0765'FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED BOW 1950
 KH0765'AND PROJECTS 8 INCHES.
 KH0765'
 KH0765'TO REACH THE STATION FROM THE POST OFFICE IN HOXIE, GO NORTH
 KH0765'FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 KH0765'HIGHWAY 23, TURN RIGHT AND GO EAST ON U.S. HIGHWAY 24 FOR
 KH0765'7.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVELED
 KH0765'ROAD FOR 3.1 MILES TO AZIMUTH MARK ON LEFT AS DESCRIBED,
 KH0765'CONTINUE NORTH FOR 0.9 MILE TO STATION ON RIGHT AS DESCRIBED.
 KH0765'
 KH0765'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1112 ***********************************************************************
 HE1112  DESIGNATION -  BOWEN
 HE1112  PID         -  HE1112
 HE1112  STATE/COUNTY-  KS/CHEROKEE
 HE1112  USGS QUAD   -  WEST MINERAL (1973)
 HE1112
 HE1112                         *CURRENT SURVEY CONTROL
 HE1112  ___________________________________________________________________
 HE1112* NAD 83(1997)-  37 15 24.58745(N)    094 59 35.88325(W)     ADJUSTED  
 HE1112* NAVD 88     -       279.7    (meters)     918.     (feet)  VERTCON   
 HE1112  ___________________________________________________________________
 HE1112  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HE1112  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HE1112
 HE1112  HORZ ORDER  -  SECOND
 HE1112
 HE1112.The horizontal coordinates were established by classical geodetic methods
 HE1112.and adjusted by the National Geodetic Survey in October 1998..
 HE1112
 HE1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1112
 HE1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1112
 HE1112.The geoid height was determined by GEOID03.
 HE1112
 HE1112;                    North         East     Units Scale Factor Converg.
 HE1112;SPC KS S     -   471,349.074   711,011.443   MT  1.00000195   +2 09 17.9
 HE1112;UTM  15      - 4,125,225.861   323,232.612   MT  0.99998492   -1 12 25.3
 HE1112
 HE1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1112!SPC KS S     -   0.99996083  x   1.00000195  =   0.99996278
 HE1112!UTM  15      -   0.99996083  x   0.99998492  =   0.99994575
 HE1112
 HE1112|---------------------------------------------------------------------|
 HE1112| PID    Reference Object                     Distance      Geod. Az  |
 HE1112|                                                           dddmmss.s |
 HE1112| CN5756 BOWEN RM 1                           25.131 METERS 10856     |
 HE1112| CN5755 BOWEN AZ MK                                        1963545.7 |
 HE1112| CN5757 BOWEN RM 2                           29.141 METERS 22123     |
 HE1112| HE0740 OSWEGO MUNICIPAL TANK               APPROX.14.3 KM 2253058.8 |
 HE1112|---------------------------------------------------------------------|
 HE1112
 HE1112                          SUPERSEDED SURVEY CONTROL
 HE1112
 HE1112  NAD 83(1997)-  37 15 24.59213(N)    094 59 35.88386(W) AD(       ) 2
 HE1112  NAD 83(1986)-  37 15 24.60113(N)    094 59 35.87411(W) AD(       ) 2
 HE1112  NAD 27      -  37 15 24.38198(N)    094 59 35.00605(W) AD(       ) 2
 HE1112  NGVD 29 (07/19/86)  279.6    (m)          917.     (f) VERT ANG       
 HE1112
 HE1112.Superseded values are not recommended for survey control.
 HE1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1112.See file dsdata.txt to determine how the superseded data were derived.
 HE1112
 HE1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2323325226(NAD 83)
 HE1112_MARKER: DS = TRIANGULATION STATION DISK
 HE1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1112
 HE1112  HISTORY     - Date     Condition        Report By
 HE1112  HISTORY     - 1965     MONUMENTED       CGS
 HE1112  HISTORY     - 1966     GOOD             CGS
 HE1112  HISTORY     - 1972     GOOD             MJH
 HE1112
 HE1112                          STATION DESCRIPTION
 HE1112
 HE1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1112'THE STATION IS 9 MILES NORTHEAST OF OSWEGO, 7 MILES
 HE1112'SOUTH-SOUTHEAST OF MC CUNE, 5-1/2 MILES NORTH OF HALLOWELL,
 HE1112'IN THE NORTHEAST CORNER OF A BARNYARD, AT THE RESIDENCE OF
 HE1112'AND ON PROPERTY OWNED BY MR. WAYNE WAUGH.
 HE1112'
 HE1112'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160
 HE1112'AND STATE HIGHWAY 126, 1 MILE SOUTHEAST OF MC CUNE, GO SOUTH ON A
 HE1112'GRAVELED ROAD FOR 5.0 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 HE1112'LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 HE1112'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.7 MILE TO
 HE1112'A DRIVEWAY ENTRANCE TO A FARM HOME ON THE LEFT.  TURN LEFT
 HE1112'AND GO EAST FOR 0.05 MILE TO HOUSE.  PASS TO THE SOUTH OF
 HE1112'THE HOUSE, BEAR LEFT AND GO NORTH BETWEEN BARN AND HOUSE TO A
 HE1112'GATE NEAR THE NORTHEAST CORNER OF THE BARN.  PASS THROUGH
 HE1112'THE GATE AND GO EAST ABOUT 150 FEET TO THE STATION IN THE
 HE1112'NORTHEAST CORNER OF FENCED-IN BARNYARD.
 HE1112'
 HE1112'STATION MARK IS A STANDARD DISK STAMPED BOWEN 1964, SET IN
 HE1112'THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE1112'SURFACE OF THE GROUND.  IT IS 100.5 FEET NORTH-NORTHWEST OF
 HE1112'THE NORTHWEST CORNER OF A RED BARN, 83.5 FEET SOUTHEAST OF
 HE1112'THE SOUTHEAST CORNER OF A BARN WITH A SILO, 18.5 FEET SOUTHWEST
 HE1112'OF A FENCE CORNER POST, 14 FEET SOUTH OF AN EAST-WEST FENCE
 HE1112'AND 11.5 FEET WEST OF A NORTH-SOUTH FENCE.
 HE1112'
 HE1112'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOWEN NO 1 1964,
 HE1112'IS CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP
 HE1112'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 77 FEET
 HE1112'SOUTHEAST OF THE FENCE CORNER, 76.5 FEET EAST OF THE NORTH-SOUTH
 HE1112'FENCE, AND 72.5 FEET EAST OF A NORTH GATE POST.
 HE1112'
 HE1112'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOWEN NO 2 1964,
 HE1112'IS CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT ROCK OUTCROP
 HE1112'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 98.5 FEET
 HE1112'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A MACHINE SHED,
 HE1112'75 FEET WEST OF THE NORTH GATE POST, 46 FEET EAST OF A
 HE1112'NORTH-SOUTH FENCE AND 18 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF
 HE1112'A GRAIN BIN.
 HE1112'
 HE1112'AZIMUTH MARK IS A STANDARD DISK STAMPED BOWEN 1964, CEMENTED
 HE1112'IN A DRILL HOLE IN THE TOP AND NEAR THE NORTH END OF A CONCRETE
 HE1112'ABUTMENT OF A SMALL BRIDGE.  IT IS 12 FEET EAST OF THE CENTERLINE
 HE1112'OF A NORTH-SOUTH GRAVELED ROAD AND 6.5 FEET NORTHWEST OF A METAL
 HE1112'WITNESS POST.
 HE1112'
 HE1112'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY ENTRANCE, GO
 HE1112'SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO A CROSSROAD AND
 HE1112'THE MARK IN THE NORTHEAST ANGLE.
 HE1112'
 HE1112'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HE1112
 HE1112                          STATION RECOVERY (1966)
 HE1112
 HE1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1112'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE1112'WERE RECOVERED AS DESCRIBED BY JOHN C. CHILDS IN 1965.  THE
 HE1112'STATION WAS OCCUPIED FOR VERTICAL ANGLES ONLY.
 HE1112
 HE1112                          STATION RECOVERY (1972)
 HE1112
 HE1112'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1972 (ATH)
 HE1112'BOWEN 1964 RECOVERED IN GOOD CONDITION.
 HE1112'
 HE1112'BOWEN 1964 AZ. MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1095 ***********************************************************************
 HE1095  DESIGNATION -  BOWER
 HE1095  PID         -  HE1095
 HE1095  STATE/COUNTY-  KS/CHEROKEE
 HE1095  USGS QUAD   -  HALLOWELL (1974)
 HE1095
 HE1095                         *CURRENT SURVEY CONTROL
 HE1095  ___________________________________________________________________
 HE1095* NAD 83(1997)-  37 08 43.01575(N)    094 52 55.46644(W)     ADJUSTED  
 HE1095* NAVD 88     -       279.6    (meters)     917.     (feet)  VERTCON   
 HE1095  ___________________________________________________________________
 HE1095  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HE1095  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HE1095
 HE1095  HORZ ORDER  -  SECOND
 HE1095
 HE1095.The horizontal coordinates were established by classical geodetic methods
 HE1095.and adjusted by the National Geodetic Survey in October 1998..
 HE1095
 HE1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1095
 HE1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1095
 HE1095.The geoid height was determined by GEOID03.
 HE1095
 HE1095;                    North         East     Units Scale Factor Converg.
 HE1095;SPC KS S     -   459,355.411   721,351.624   MT  1.00002608   +2 13 23.9
 HE1095;UTM  15      - 4,112,647.237   332,851.383   MT  0.99994418   -1 08 12.2
 HE1095
 HE1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1095!SPC KS S     -   0.99996081  x   1.00002608  =   0.99998689
 HE1095!UTM  15      -   0.99996081  x   0.99994418  =   0.99990499
 HE1095
 HE1095:                Primary Azimuth Mark                     Grid Az
 HE1095:SPC KS S     -  COLUMBUS MUNICIPAL STANDPIPE             045 49 13.1
 HE1095:UTM  15      -  COLUMBUS MUNICIPAL STANDPIPE             049 10 49.2
 HE1095
 HE1095|---------------------------------------------------------------------|
 HE1095| PID    Reference Object                     Distance      Geod. Az  |
 HE1095|                                                           dddmmss.s |
 HE1095| HE1078 COLUMBUS MUNICIPAL STANDPIPE        APPROX. 4.6 KM 0480237.0 |
 HE1095| HE1080 COLUMBUS GRAIN CO ELEVATOR          APPROX. 4.9 KM 0540808.8 |
 HE1095| HE1077 COLUMBUS MUNICIPAL TANK             APPROX. 4.2 KM 0600837.6 |
 HE1095| CN5759 BOWER RM 1                           17.680 METERS 20119     |
 HE1095| CN5758 BOWER AZ MK                                        2402709.4 |
 HE1095| CN5760 BOWER RM 2                           10.437 METERS 32756     |
 HE1095|---------------------------------------------------------------------|
 HE1095
 HE1095                          SUPERSEDED SURVEY CONTROL
 HE1095
 HE1095  NAD 83(1997)-  37 08 43.02077(N)    094 52 55.46742(W) AD(       ) 2
 HE1095  NAD 83(1986)-  37 08 43.03070(N)    094 52 55.45885(W) AD(       ) 2
 HE1095  NAD 27      -  37 08 42.80829(N)    094 52 54.61495(W) AD(       ) 2
 HE1095  NGVD 29 (07/19/86)  279.5    (m)          917.     (f) VERT ANG       
 HE1095
 HE1095.Superseded values are not recommended for survey control.
 HE1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1095.See file dsdata.txt to determine how the superseded data were derived.
 HE1095
 HE1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3285112647(NAD 83)
 HE1095_MARKER: DS = TRIANGULATION STATION DISK
 HE1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1095
 HE1095  HISTORY     - Date     Condition        Report By
 HE1095  HISTORY     - 1966     MONUMENTED       CGS
 HE1095
 HE1095                          STATION DESCRIPTION
 HE1095
 HE1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1095'THE STATION IS ABOUT 2-1/4 MILES WEST AND 1-3/4 MILES SOUTH
 HE1095'OF COLUMBUS.  IT IS IN A FARM YARD ON LAND OWNED AND OCCUPIED BY
 HE1095'HENRY BOWER.
 HE1095'
 HE1095'TO REACH FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE IN
 HE1095'COLUMBUS, GO WEST ON MAPLE STREET FOR 2.35 MILES TO A
 HE1095'T-INTERSECTION, TURN LEFT AND GO SOUTH FOR 1.7 MILES TO A SIDE
 HE1095'ROAD LEFT LEADING TO FARM HOME, TURN LEFT AND FOLLOW ROAD
 HE1095'FOR 0.25 MILE TO THE HOME OF HENRY BOWER AND THE STATION SITE.
 HE1095'
 HE1095'STATION MARK IS A STANDARD DISK, STAMPED BOWER 1966, SET IN
 HE1095'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE1095'IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 130.4 FT. SOUTHEAST
 HE1095'OF THE SOUTHEAST CORNER OF THE HOUSE, 56.5 FEET EAST-SOUTHEAST
 HE1095'OF A TREE, 54.6 FEET NORTH OF A T-JUNCTION OF FENCES, 29.3
 HE1095'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A SHED, 26.1 FEET
 HE1095'SOUTH OF THE SOUTHEAST CORNER OF THE SHED, AND 5.6 FEET WEST
 HE1095'OF A NORTH-SOUTH FENCE.
 HE1095'
 HE1095'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOWER NO 1 1966,
 HE1095'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1095'THAT IS FLUSH WITH THE GROUND.  IT IS 26.8 FEET WEST OF THE
 HE1095'T-JUNCTION OF THE FENCES, AND 1 FOOT NORTH OF AN EAST-WEST
 HE1095'FENCE.
 HE1095'
 HE1095'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOWER NO 2 1966,
 HE1095'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1095'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 5.4 FEET NORTHWEST
 HE1095'OF THE SOUTHWEST CORNER OF THE SHED, AND 1 FOOT EAST OF A
 HE1095'NORTH-SOUTH FENCE.
 HE1095'
 HE1095'AZIMUTH MARK IS A STANDARD DISK, STAMPED BOWER 1966, CEMENTED
 HE1095'IN A DRILL HOLE IN THE TOP OF THE NORTH CONCRETE POST OF A
 HE1095'SMALL CONCRETE BRIDGE PROJECTING 4 FEET.  IT IS 12.6 FEET
 HE1095'WEST OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, AND
 HE1095'1.9 FEET SOUTH OF A WITNESS POST.
 HE1095'
 HE1095'HEIGHT OF LIGHT ABOVE STATION MARK 14.84 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0678 ***********************************************************************
 HE0678  DESIGNATION -  BOWLES
 HE0678  PID         -  HE0678
 HE0678  STATE/COUNTY-  KS/NEOSHO
 HE0678  USGS QUAD   -  WALNUT (1973)
 HE0678
 HE0678                         *CURRENT SURVEY CONTROL
 HE0678  ___________________________________________________________________
 HE0678* NAD 83(1997)-  37 37 19.05581(N)    095 06 24.95612(W)     ADJUSTED  
 HE0678* NAVD 88     -       312.86   (+/-2cm)    1026.4    (feet)  VERTCON   
 HE0678  ___________________________________________________________________
 HE0678  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 HE0678  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HE0678
 HE0678  HORZ ORDER  -  FIRST
 HE0678  VERT ORDER  -  THIRD ? (See Below)
 HE0678
 HE0678.The horizontal coordinates were established by classical geodetic methods
 HE0678.and adjusted by the National Geodetic Survey in October 1998..
 HE0678
 HE0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0678.The vertical order pertains to the NGVD 29 superseded value.
 HE0678
 HE0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0678
 HE0678.The geoid height was determined by GEOID03.
 HE0678
 HE0678;                    North         East     Units Scale Factor Converg.
 HE0678;SPC KS S     -   511,472.499   699,463.514   MT  0.99994916   +2 05 06.5
 HE0678;UTM  15      - 4,165,959.556   314,060.641   MT  1.00002587   -1 17 11.6
 HE0678
 HE0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0678!SPC KS S     -   0.99995575  x   0.99994916  =   0.99990491
 HE0678!UTM  15      -   0.99995575  x   1.00002587  =   0.99998162
 HE0678
 HE0678:                Primary Azimuth Mark                     Grid Az
 HE0678:SPC KS S     -  WALNUT ATT CO MICROWAVE MAST             032 03 48.4
 HE0678:UTM  15      -  WALNUT ATT CO MICROWAVE MAST             035 26 06.5
 HE0678
 HE0678|---------------------------------------------------------------------|
 HE0678| PID    Reference Object                     Distance      Geod. Az  |
 HE0678|                                                           dddmmss.s |
 HE0678| HE0674 WALNUT ATT CO MICROWAVE MAST        APPROX. 3.1 KM 0340854.9 |
 HE0678| CL4327 BOWLES RM 1                          31.498 METERS 08603     |
 HE0678| HE1156 BRAZILTON EMMANUEL LUTH CHURCH      APPROX.15.2 KM 0982709.9 |
 HE0678| HE0679 WALNUT MUNICIPAL TANK               APPROX. 3.9 KM 1303809.5 |
 HE0678| CL4328 BOWLES RM 2                          27.544 METERS 18722     |
 HE0678| HE0682 ST PAUL ST FRANCIS CATH CH CUP      APPROX.12.8 KM 2024656.1 |
 HE0678| HE0683 ST PAUL MUNICIPAL TANK              APPROX.12.9 KM 2072055.7 |
 HE0678| HE0685 ERIE MUNICIPAL TANK                 APPROX.13.0 KM 2421225.0 |
 HE0678| CL4326 BOWLES AZ MK                                       2883504.2 |
 HE0678|---------------------------------------------------------------------|
 HE0678
 HE0678                          SUPERSEDED SURVEY CONTROL
 HE0678
 HE0678  NAD 83(1997)-  37 37 19.06070(N)    095 06 24.95626(W) AD(       ) 1
 HE0678  NAD 83(1986)-  37 37 19.06500(N)    095 06 24.94658(W) AD(       ) 1
 HE0678  NAD 27      -  37 37 18.89602(N)    095 06 24.02193(W) AD(       ) 1
 HE0678  NGVD 29 (07/19/86)  312.73   (m)         1026.0    (f) LEVELING    3  
 HE0678
 HE0678.Superseded values are not recommended for survey control.
 HE0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0678.See file dsdata.txt to determine how the superseded data were derived.
 HE0678
 HE0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1406165960(NAD 83)
 HE0678_MARKER: DS = TRIANGULATION STATION DISK
 HE0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0678
 HE0678  HISTORY     - Date     Condition        Report By
 HE0678  HISTORY     - 1940     MONUMENTED       CGS
 HE0678  HISTORY     - 1965     GOOD             CGS
 HE0678  HISTORY     - 1966     GOOD             CGS
 HE0678
 HE0678                          STATION DESCRIPTION
 HE0678
 HE0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE0678'STATION IS 4 MILES SE OF KIMBAL, 2-1/2 MILES NNW OF WALNUT, ON
 HE0678'THE SW END OF A NE-SW RIDGE IN AN ORCHARD JUST NW OF MR. BOWLES
 HE0678'HOUSE, IN THE SE 1/4 OF SECTION 9, T 28 S, R 21 E.  STATION
 HE0678'MARK IS NEAR THE NW FENCE CORNER OF THE SMALL LOT WHICH IS ABOUT
 HE0678'75 YARDS N OF MR. BOWLES HOUSE, 10 FEET E OF N-S FENCE, 2-1/2
 HE0678'FEET S OF E-W FENCE, IS STAMPED BOWLES 1940 AND IS SET FLUSH
 HE0678'WITH THE SURFACE.
 HE0678'
 HE0678'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0678'BRONZE DISKS SET IN CONCRETE.
 HE0678'
 HE0678'REFERENCE MARK NO. 1 IS E OF THE STATION, 113 FEET E OF N-S FENCE
 HE0678'LINE, 1 FOOT N OF E-W FENCE, IS STAMPED BOWLES NO. 1 1940, AND
 HE0678'PROJECTS 8 INCHES.
 HE0678'
 HE0678'REFERENCE MARK NO. 2 IS S BY W OF THE STATION, 92 FEETS OF
 HE0678'FENCE CORNER, 1 FOOT W OF N-S FENCE, IS STAMPED BOWLES NO. 2
 HE0678'1940 AND PROJECTS 6 INCHES.
 HE0678'
 HE0678'AZIMUTH MARK IS WNW OF THE STATION, ON N SIDE OF SCHOOLYARD, 161
 HE0678'FEET W OF CENTER LINE OF N-S ROAD, 243 FEET N OF CENTER LINE OF
 HE0678'E-W ROAD, 135 FEET W OF FENCE CORNER, 18 INCHES S OF FENCE LINE,
 HE0678'179 FEET NNW OF NW CORNER OF SCHOOLHOUSE, 4-1/2 FEET E OF WHITE
 HE0678'REFERENCE POST, IS STAMPED BOWLES 1940 AND PROJECTS 6 INCHES.
 HE0678'TO REACH AZIMUTH MARK FROM THE STATION, GO N ON THE COUNTY ROAD
 HE0678'AT MR. BOWLES HOUSE FOR 0.6 MILE AND TURN LEFT, (W) GO 2.0
 HE0678'MILES TO RURAL SCHOOLHOUSE AND AZIMUTH MARK ON N SIDE OF THE
 HE0678'ROAD.
 HE0678'
 HE0678'TO REACH THE STATION FROM WALNUT POST OFFICE, GO N 1 BLOCK AND
 HE0678'TURN LEFT, (W) ONTO GRAVEL ROAD, GO 1.65 MILES AND TURN RIGHT (N)
 HE0678'ONTO COUNTY ROAD, GO 1.25 MILES AND TURN LEFT, (W) GO 0.05 MILE ON
 HE0678'FARM ENTRANCE ROAD TO BARN AND STATION 120 YARDS N OF E END OF
 HE0678'BARN.
 HE0678'
 HE0678'HEIGHT OF LIGHT ABOVE STATION 26 METERS.
 HE0678
 HE0678                          STATION RECOVERY (1965)
 HE0678
 HE0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0678'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED.
 HE0678'THE AZIMUTH MARK HAS BEEN DESTROYED.  DUE TO LIMITED GROUND
 HE0678'VISIBILITY FROM THE STATION, NO NEW AZIMUTH MARK WAS SET.
 HE0678'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS WERE
 HE0678'VERIFIED.
 HE0678'
 HE0678'A COMPLETE NEW DESCRIPTION FOLLOWS-
 HE0678'
 HE0678'THE STATION IS 9 MILES NORTHEAST OF ERIE, 4 MILES SOUTHEAST OF
 HE0678'KIMBALL, 2 MILES NORTHWEST OF WALNUT, NEAR THE NORTHWEST CORNER
 HE0678'OF A FENCED-IN LOT, ABOUT 300 FEET NORTH OF THE RESIDENCE OF MR.
 HE0678'LEN B. HEROD, PROPERTY OWNER.
 HE0678'
 HE0678'TO REACH THE STATION FROM THE POST OFFICE IN WALNUT, GO NORTH
 HE0678'FOR 0.05 MILE TO STATE HIGHWAY 146, TURN LEFT AND GO WEST
 HE0678'ON HIGHWAY 146 FOR 1.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 HE0678'NORTH ON A GRAVEL ROAD FOR 1.0 MILE TO A CROSSROAD.  CONTINUE
 HE0678'NORTH ON THE GRAVEL ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT.
 HE0678'TURN LEFT AND GO WEST, PASSING TO THE SOUTH AND WEST OF HOUSE,
 HE0678'FOR 0.05 MILE TO A GATE AT THE NORTHEAST CORNER OF A BARN.
 HE0678'PASS THROUGH TWO GATES AND GO NORTHWEST ABOUT 100 FEET TO A
 HE0678'THIRD GATE AT NORTHEAST CORNER OF SHED.  PASS THROUGH THE GATE,
 HE0678'TURN RIGHT AND GO NORTHEAST ACROSS PASTURE FOR 0.1 MILE TO THE
 HE0678'STATION NEAR THE NORTHWEST CORNER OF FENCED-IN AREA.
 HE0678'
 HE0678'STATION MARK IS A STANDARD DISK STAMPED BOWLES 1940, SET IN
 HE0678'THE TOP OF A 12-SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HE0678'IT IS 51 FEET EAST OF THE NORTHWEST FENCE CORNER, 45 FEET WEST OF
 HE0678'A LONE 24-INCH TREE, 10 FEET EAST OF A T-FENCE CORNER, AND 2.5
 HE0678'FEET SOUTH OF AN EAST-WEST FENCE.
 HE0678'
 HE0678'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOWLES RM 1
 HE0678'1940, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HE0678'WHICH PROJECTS 10 INCHES.  IT IS 59 FEET EAST-NORTHEAST OF THE
 HE0678'LONE TREE, AND 1.5 FEET NORTH OF AN EAST-WEST FENCE.
 HE0678'
 HE0678'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOWLES RM 2 1940,
 HE0678'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HE0678'PROJECTS 4 INCHES.  IT IS 100 FEET SOUTHWEST OF THE LONE TREE,
 HE0678'92 FEET SOUTH OF THE T-FENCE CORNER, AND 1.5 FEET WEST OF A
 HE0678'NORTH-SOUTH FENCE.
 HE0678'
 HE0678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES
 HE0678'NORTHWEST.
 HE0678'
 HE0678'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 HE0678
 HE0678                          STATION RECOVERY (1966)
 HE0678
 HE0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0678'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HE0678'AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
 HE0678'
 HE0678'MAIN SCHEME AND INTERSECTION STATIONS NOT VISIBLE AT THE
 HE0678'REQUIRED 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0704 ***********************************************************************
 HH0704  DESIGNATION -  BOX
 HH0704  PID         -  HH0704
 HH0704  STATE/COUNTY-  KS/HASKELL
 HH0704  USGS QUAD   -  HICKOK NE (1978)
 HH0704
 HH0704                         *CURRENT SURVEY CONTROL
 HH0704  ___________________________________________________________________
 HH0704* NAD 83(1997)-  37 38 04.42239(N)    101 03 12.45526(W)     ADJUSTED  
 HH0704* NAVD 88     -       941.     (meters)    3087.     (feet)  SCALED    
 HH0704  ___________________________________________________________________
 HH0704  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 HH0704  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 HH0704
 HH0704  HORZ ORDER  -  FIRST
 HH0704
 HH0704.The horizontal coordinates were established by classical geodetic methods
 HH0704.and adjusted by the National Geodetic Survey in October 1998..
 HH0704
 HH0704.The orthometric height was scaled from a topographic map.
 HH0704
 HH0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0704
 HH0704.The geoid height was determined by GEOID03.
 HH0704
 HH0704;                    North         East     Units Scale Factor Converg.
 HH0704;SPC KS S     -   510,507.368   174,654.868   MT  0.99994806   -1 34 09.0
 HH0704;UTM  14      - 4,167,253.252   318,810.788   MT  1.00000439   -1 15 15.2
 HH0704
 HH0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0704!SPC KS S     -   0.99985635  x   0.99994806  =   0.99980441
 HH0704!UTM  14      -   0.99985635  x   1.00000439  =   0.99986074
 HH0704
 HH0704|---------------------------------------------------------------------|
 HH0704| PID    Reference Object                     Distance      Geod. Az  |
 HH0704|                                                           dddmmss.s |
 HH0704| CM8485 BOX RM 1                             65.401 METERS 07002     |
 HH0704| HH0977 SUBLETTE MUNICIPAL WATER TANK       APPROX.24.9 KM 1323506.1 |
 HH0704| HH0975 SUBLETTE ATT MICROWAVE              APPROX.25.1 KM 1350446.9 |
 HH0704| HH0981 SATANTA MUNICIPAL WATER TANK        APPROX.22.4 KM 1652948.5 |
 HH0704| CM8483 BOX AZ MK                                          1814710.7 |
 HH0704| CM8484 BOX AZ MK 2                                        1824943.0 |
 HH0704| CM8486 BOX RM 2                             35.787 METERS 30806     |
 HH0704| CM8487 BOX RM 3                             21.857 METERS 35057     |
 HH0704|---------------------------------------------------------------------|
 HH0704
 HH0704                          SUPERSEDED SURVEY CONTROL
 HH0704
 HH0704  NAD 83(1997)-  37 38 04.42899(N)    101 03 12.45224(W) AD(       ) 1
 HH0704  NAD 83(1986)-  37 38 04.42834(N)    101 03 12.45338(W) AD(       ) 1
 HH0704  NAD 27      -  37 38 04.35302(N)    101 03 10.83657(W) AD(       ) 1
 HH0704
 HH0704.Superseded values are not recommended for survey control.
 HH0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0704.See file dsdata.txt to determine how the superseded data were derived.
 HH0704
 HH0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG1881167253(NAD 83)
 HH0704_MARKER: DS = TRIANGULATION STATION DISK
 HH0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0704+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2000
 HH0704
 HH0704  HISTORY     - Date     Condition        Report By
 HH0704  HISTORY     - 1961     MONUMENTED       CGS
 HH0704  HISTORY     - 1971     SEE DESCRIPTION  LOCENG
 HH0704  HISTORY     - 1971     GOOD             NGS
 HH0704  HISTORY     - 20001110 GOOD             INDIV
 HH0704
 HH0704                          STATION DESCRIPTION
 HH0704
 HH0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0704'THE STATION IS ABOUT 16 MILES NORTHWEST OF SUBLETTE, 10 MILES
 HH0704'NORTHEAST OF HICKOK, 5 MILES NORTH OF U.S. HIGHWAY 160, 1 MILE
 HH0704'EAST OF THE GRANT-HASKELL COUNTY LINE, AND ON PROPERTY OWNED
 HH0704'BY MR. ALFRED ALEXANDRA.
 HH0704'
 HH0704'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160,
 HH0704'83 AND STATE HIGHWAY 144, 5-1/2 MILES NORTH OF SUBLETTE, GO
 HH0704'WEST ON HIGHWAY 160 FOR 9.5 MILES TO A CROSSROAD.  TURN RIGHT
 HH0704'AND GO NORTH ON A DIRT ROAD 4.3 MILES TO A FIELD ROAD ON THE
 HH0704'LEFT AND THE AZIMUTH MARK ON THE LEFT, NEAR A TELEPHONE POLE.
 HH0704'CONTINUE NORTH ON THE DIRT ROAD 0.5 MILES TO A CROSSROAD
 HH0704'AND THE STATION IN THE SOUTHEAST ANGLE.
 HH0704'
 HH0704'STATION MARKS ARE STANDARD DISKS STAMPED BOX 1961.  THE SURFACE
 HH0704'DISK IS SET IN A SQUARE CONCRETE POST 14 INCHES BELOW THE
 HH0704'SURFACE OF THE GROUND.  IT IS 215 FEET SOUTHWEST OF A TELEPHONE
 HH0704'POLE, 117 FEET SOUTHEAST OF A TELEPHONE POLE, 65 FEET SOUTHEAST
 HH0704'OF THE CENTER OF THE INTERSECTION OF THE CROSSROAD, 53 FEET
 HH0704'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, AND 39 FEET SOUTH
 HH0704'OF THE CENTER OF THE EAST-WEST ROAD.  THE UNDERGROUND DISK
 HH0704'IS SET IN AN IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE
 HH0704'SURFACE OF THE GROUND.
 HH0704'
 HH0704'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOX NO. 1 1961,
 HH0704'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 HH0704'IS 37 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT
 HH0704'NORTHWEST OF A TELEPHONE POLE.
 HH0704'
 HH0704'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOX NO. 2 1961,
 HH0704'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HH0704'IT IS 40 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 HH0704'33 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD AND 2 FEET
 HH0704'NORTH OF A TELEPHONE POLE.
 HH0704'
 HH0704'AZIMUTH MARK IS A STANDARD DISK STAMPED BOX 1961, SET IN A
 HH0704'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 37 FEET
 HH0704'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 16 FEET SOUTH OF
 HH0704'THE CENTER OF THE FIELD ROAD, 2 FEET NORTH OF A TELEPHONE
 HH0704'POLE AND 1.9 FEET EAST OF A METAL WITNESS POST.
 HH0704'
 HH0704'NOTE--REFERENCE MARK NO. 2 MEASURED WITH 5 KG. TAPE TENSION.
 HH0704'
 HH0704'R.M. NO. 1 TO R.M. NO. 2--294.05 FEET 89.627 METERS
 HH0704
 HH0704                          STATION RECOVERY (1971)
 HH0704
 HH0704'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (SM)
 HH0704'BOX 1961-HAS BEEN BURIED UNDER NEW ROAD
 HH0704'
 HH0704'BOX. NO 2 1961-HAS BEEN BURIED UNDER NEW ROAD
 HH0704'
 HH0704'TWO MARKS LOCATED ALONG E LINE SEC. 17, T. 28S., R. 34 W.,
 HH0704'WILL BE DESTROYED BY ROAD CONSTRUCTION ABOUT OCT. 15, 1971
 HH0704
 HH0704                          STATION RECOVERY (1971)
 HH0704
 HH0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HH0704'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 HH0704'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 HH0704'NOT RECOVERED AS IT WAS BURIED UNDER THE ROAD.  THE AZIMUTH
 HH0704'MARK WAS ALSO BURIED UNDER THE ROAD, BUT WAS UNCOVERED AND
 HH0704'A CHECK POSITION OBSERVED.  REFERENCE MARK NO. 3 AND A NEW
 HH0704'AZIMUTH MARK WERE SET.
 HH0704'
 HH0704'A NEW DESCRIPTION FOLLOWS--
 HH0704'
 HH0704'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF SUBLETTE,
 HH0704'10 MILES NORTHEAST OF HICKOK, AND 5 MILES NORTH OF U.S.
 HH0704'HIGHWAY 160, ON HIGH GROUND AT A CROSSROAD INTERSECTION
 HH0704'1.0 MILE EAST OF THE GRANT-HASKELL COUNTY LINE.
 HH0704'
 HH0704'THE STATION MARK IS A STANDARD DISK STAMPED BOX 1961, SET IN
 HH0704'A SQUARE CONCRETE MONUMENT 15 INCHES BELOW GROUND SURFACE.
 HH0704'IT IS 130 FEET EAST-NORTHEAST OF A CAPPED 4-INCH GAS PIPE
 HH0704'WHICH PROJECTS 4-FEET, 80 FEET EAST OF THE CENTER OF THE
 HH0704'NORTH-SOUTH ROAD, AND 41 FEET SOUTH OF THE CENTER OF THE
 HH0704'EAST-WEST ROAD.
 HH0704'
 HH0704'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BOX NO 1
 HH0704'1961, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.
 HH0704'IT IS 283 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 31
 HH0704'FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 1.5 FEET
 HH0704'NORTHWEST OF A TELEPHONE POLE, AND 1.1 FEET WEST OF A METAL
 HH0704'WITNESS POST.
 HH0704'
 HH0704'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BOX 1961
 HH0704'NO 3 1971, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HH0704'2-INCHES.  IT IS 70 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 HH0704'ROAD, 30 FEET NORTH OF THE EAST-WEST ROAD 1.5 FEET EAST OF A
 HH0704'GAS PIPELINE PROTECTION POST, AND 1.1 FEET WEST OF A METAL
 HH0704'WITNESS POST.
 HH0704'
 HH0704'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOX 1961 1971,
 HH0704'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 HH0704'IT IS 47 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 HH0704'32 FEET NORTH OF THE SIDE ROAD WEST, 2.5 FEET SOUTH OF A GAS
 HH0704'PIPELINE PROTECTION POST, AND 1.4 FEET NORTH OF A METAL WITNESS
 HH0704'POST.
 HH0704'
 HH0704'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160
 HH0704'AND 83, AND STATE HIGHWAY 144, 5-1/2 MILES NORTH OF SUBLETTE, GO
 HH0704'WEST ON U.S. HIGHWAY 160 FOR 9.5 MILES TO A CROSSROAD, TURN
 HH0704'RIGHT AND GO NORTH 4.7 MILES TO THE AZIMUTH MARK AT A SIDE
 HH0704'ROAD LEFT, CONTINUE NORTH FOR 0.55 MILE TO A CROSSROAD
 HH0704'INTERSECTION AND THE STATION IN THE SOUTHEAST CORNER AS DESCRIBED.
 HH0704'
 HH0704'THE STATION WAS RECOVERED DUE TO THE COUNTY HIGHWAY DEPARTMENT
 HH0704'REALIGNING THE NORTH-SOUTH COUNTY ROAD, AND THEY NOTIFIED OUR OFFICE
 HH0704'THAT TWO OF THE MARKS WOULD BE COVERED.
 HH0704'
 HH0704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 HH0704'MILES NE OF HICKOK
 HH0704
 HH0704                          STATION RECOVERY (2000)
 HH0704
 HH0704'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2000 (RI)
 HH0704'RM NO.3 ALSO RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0760 ***********************************************************************
 KG0760  DESIGNATION -  BOXELDER
 KG0760  PID         -  KG0760
 KG0760  STATE/COUNTY-  KS/ROOKS
 KG0760  USGS QUAD   -  STOCKTON SE (1978)
 KG0760
 KG0760                         *CURRENT SURVEY CONTROL
 KG0760  ___________________________________________________________________
 KG0760* NAD 83(1997)-  39 19 16.93550(N)    099 18 14.34431(W)     ADJUSTED  
 KG0760* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 KG0760  ___________________________________________________________________
 KG0760  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 KG0760  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 KG0760
 KG0760  HORZ ORDER  -  THIRD
 KG0760
 KG0760.The horizontal coordinates were established by classical geodetic methods
 KG0760.and adjusted by the National Geodetic Survey in October 1998..
 KG0760
 KG0760.The orthometric height was scaled from a topographic map.
 KG0760
 KG0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0760
 KG0760.The geoid height was determined by GEOID03.
 KG0760
 KG0760;                    North         East     Units Scale Factor Converg.
 KG0760;SPC KS N     -   110,493.374   287,561.932   MT  0.99995761   -0 49 30.2
 KG0760;UTM  14      - 4,352,484.498   473,796.911   MT  0.99960845   -0 11 33.5
 KG0760
 KG0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0760!SPC KS N     -   0.99990722  x   0.99995761  =   0.99986484
 KG0760!UTM  14      -   0.99990722  x   0.99960845  =   0.99951571
 KG0760
 KG0760:                Primary Azimuth Mark                     Grid Az
 KG0760:SPC KS N     -  BOXELDER AZ MK                           041 14 17.5
 KG0760:UTM  14      -  BOXELDER AZ MK                           040 36 20.8
 KG0760
 KG0760|---------------------------------------------------------------------|
 KG0760| PID    Reference Object                     Distance      Geod. Az  |
 KG0760|                                                           dddmmss.s |
 KG0760| CN7945 BOXELDER AZ MK                                     0402447.3 |
 KG0760| CN7946 BOXELDER RM 1                        25.018 METERS 13005     |
 KG0760| KG0748 PLAINVILLE EAST MUNICIPAL TANK      APPROX.10.0 KM 1810011.4 |
 KG0760| CN7947 BOXELDER RM 2                        21.185 METERS 22410     |
 KG0760|---------------------------------------------------------------------|
 KG0760
 KG0760                          SUPERSEDED SURVEY CONTROL
 KG0760
 KG0760  NAD 83(1986)-  39 19 16.94177(N)    099 18 14.34522(W) AD(       ) 3
 KG0760  NAD 27      -  39 19 16.90300(N)    099 18 12.98200(W) AD(       ) 3
 KG0760
 KG0760.Superseded values are not recommended for survey control.
 KG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0760.See file dsdata.txt to determine how the superseded data were derived.
 KG0760
 KG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7379752484(NAD 83)
 KG0760_MARKER: DS = TRIANGULATION STATION DISK
 KG0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0760
 KG0760  HISTORY     - Date     Condition        Report By
 KG0760  HISTORY     - 1950     MONUMENTED       CGS
 KG0760  HISTORY     - 1965     GOOD             CGS
 KG0760
 KG0760                          STATION DESCRIPTION
 KG0760
 KG0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0760'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH AND 1.0 MILE WEST OF
 KG0760'STOCKTON AND 6.0 MILES NORTH OF PLAINVILLE ALONG THE RIGHT-OF-WAY
 KG0760'OF AN EAST-WEST ROAD AT THE CREST OF A NORTH-SOUTH RIDGE.  IT IS
 KG0760'0.3 MILE WEST OF U.S. HIGHWAY NO. 183, 25.0 FEET NORTH OF THE
 KG0760'CENTER OF A GRAVELED ROAD AND 3.0 FEET EAST OF A WITNESS POST.
 KG0760'IT PROJECTS 6 INCHES AND IS STAMPED BOXELDER 1950.
 KG0760'
 KG0760'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF A CULTIVATED FIELD
 KG0760'ACROSS THE ROAD FROM THE STATION AND 27.0 FEET SOUTH OF THE
 KG0760'CENTER OF A GRAVELED ROAD.  IT PROJECTS 6 INCHES AND IS STAMPED
 KG0760'BOXELDER NO 1 1950.
 KG0760'
 KG0760'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF A CULTIVATED FIELD
 KG0760'ACROSS THE ROAD FROM THE STATION AND 27.0 FEET SOUTH OF THE
 KG0760'CENTER OF A GRAVELED ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED
 KG0760'BOXELDER NO 2 1950.
 KG0760'
 KG0760'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KG0760'2 IS 111.26 FEET.
 KG0760'
 KG0760'THE AZIMUTH MARK IS ALONG THE RIGHT-OF-WAY AND 50.0 FEET EAST
 KG0760'OF THE CENTER OF U.S. HIGHWAY NO. 183, 12.5 FEET SOUTH OF A
 KG0760'CONCRETE RIGHT-OF-WAY MARKER POST, 2.0 FEET SOUTHWEST OF A
 KG0760'WITNESS POST AND 1.5 FEET WEST OF A FENCE.  IT PROJECTS 4
 KG0760'INCHES AND IS STAMPED BOXELDER 1950.
 KG0760'
 KG0760'TO REACH THE STATION FROM THE POST OFFICE IN PLAINVILLE, GO
 KG0760'EAST ON THE MAIN STREET FOR TWO BLOCKS TO THE JUNCTION WITH
 KG0760'U.S. HIGHWAY NO. 183.  HERE TURN LEFT ON U.S. HIGHWAY NO. 183 AND
 KG0760'GO NORTH FOR 6.0 MILES TO A CROSSROAD, TURN LEFT AND GO WEST
 KG0760'ON A GRAVELED ROAD FOR 0.3 MILE TO THE TOP OF A NORTH-SOUTH RIDGE
 KG0760'AND THE STATION ON THE RIGHT AS DESCRIBED.
 KG0760'
 KG0760'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED
 KG0760'ROAD FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY NO. 183,
 KG0760'TURN LEFT AND GO NORTH ON U.S. HIGHWAY NO. 183 FOR 0.4 MILE TO
 KG0760'THE TOP OF A RISE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KG0760
 KG0760                          STATION RECOVERY (1965)
 KG0760
 KG0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KG0760'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT
 KG0760'IS 59 FEET EAST OF A POWER LINE POLE, 23 FEET NORTH OF THE CENTER
 KG0760'LINE OF THE ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.  THE
 KG0760'MONUMENT IS 6-INCHES BELOW THE SURFACE OF THE GROUND.
 KG0760'
 KG0760'REFERENCE MARK NO. 1 WAS RECOVERED AND IS IN GOOD CONDITION, 29 FEET
 KG0760'SOUTH OF THE CENTER LINE OF THE ROAD 87 FEET WEST OF THE NORTH END
 KG0760'OF THE WEST TERRACE OF THE FIELD ON SOUTH SIDE OF THE ROAD.  THE
 KG0760'MONUMENT IS FLUSH WITH THE GROUND.
 KG0760'
 KG0760'REFERENCE MARK NO. 2 WAS RECOVERED AND IS IN GOOD CONDITION, 52 FEET
 KG0760'SOUTH OF A POWER LINE POLE AND 27 FEET SOUTH OF THE CENTER LINE OF
 KG0760'THE ROAD.  THE MONUMENT IS FLUSH WITH THE GROUND.
 KG0760'
 KG0760'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KG0760'CONDITION.
 KG0760'
 KG0760'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1193 ***********************************************************************
 HF1193  DESIGNATION -  BOYER
 HF1193  PID         -  HF1193
 HF1193  STATE/COUNTY-  KS/BUTLER
 HF1193  USGS QUAD   -  EL DORADO SW (1979)
 HF1193
 HF1193                         *CURRENT SURVEY CONTROL
 HF1193  ___________________________________________________________________
 HF1193* NAD 83(1997)-  37 47 28.46115(N)    096 54 00.35541(W)     ADJUSTED  
 HF1193* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 HF1193  ___________________________________________________________________
 HF1193  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 HF1193  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 HF1193
 HF1193  HORZ ORDER  -  FIRST
 HF1193
 HF1193.The horizontal coordinates were established by classical geodetic methods
 HF1193.and adjusted by the National Geodetic Survey in October 1998..
 HF1193
 HF1193.The orthometric height was scaled from a topographic map.
 HF1193
 HF1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1193
 HF1193.The geoid height was determined by GEOID03.
 HF1193
 HF1193;                    North         East     Units Scale Factor Converg.
 HF1193;SPC KS S     -   526,019.161   540,905.080   MT  0.99993834   +0 58 59.5
 HF1193;UTM  14      - 4,184,729.797   684,897.541   MT  1.00002109   +1 17 13.8
 HF1193
 HF1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1193!SPC KS S     -   0.99993897  x   0.99993834  =   0.99987731
 HF1193!UTM  14      -   0.99993897  x   1.00002109  =   0.99996006
 HF1193
 HF1193:                Primary Azimuth Mark                     Grid Az
 HF1193:SPC KS S     -  AMARILLO KANSAS CITY AWY BN 34           041 36 40.1
 HF1193:UTM  14      -  AMARILLO KANSAS CITY AWY BN 34           041 18 25.8
 HF1193
 HF1193|---------------------------------------------------------------------|
 HF1193| PID    Reference Object                     Distance      Geod. Az  |
 HF1193|                                                           dddmmss.s |
 HF1193| JF1439 AMARILLO KANSAS CITY AWY BN 34      APPROX.35.7 KM 0423539.6 |
 HF1193| HF1192 ELDORADO NEW MUNICIPAL TANK         APPROX. 5.3 KM 0461846.0 |
 HF1193| HF1191 ELDORADO ST JOHNS CHURCH CROSS      APPROX. 5.0 KM 0501450.4 |
 HF1193| HF1165 PHILLIPS PETROLEM CO TANK           APPROX.31.8 KM 0501708.9 |
 HF1193| HF1188 ELDORADO COURTHOUSE CLOCKTOWER      APPROX. 5.1 KM 0560139.8 |
 HF1193| CL4329 BOYER AZ MK                                        0895715.7 |
 HF1193| HF1173 LEON MUNICIPAL TANK                 APPROX.15.5 KM 1380211.6 |
 HF1193| CL4331 BOYER RM 2                           59.201 METERS 22736     |
 HF1193| HF1202 TOWANDA MUNICIPAL TANK              APPROX. 9.2 KM 2745208.2 |
 HF1193| HF1195 BOYER AZ MK 2                       492.977 METERS 3512040.8 |
 HF1193| CL4330 BOYER RM 1                           51.548 METERS 35149     |
 HF1193|---------------------------------------------------------------------|
 HF1193
 HF1193                          SUPERSEDED SURVEY CONTROL
 HF1193
 HF1193  NAD 83(1997)-  37 47 28.46806(N)    096 54 00.34463(W) AD(       ) 1
 HF1193  NAD 83(1986)-  37 47 28.47418(N)    096 54 00.34784(W) AD(       ) 1
 HF1193  NAD 27      -  37 47 28.40362(N)    096 53 59.22760(W) AD(       ) 1
 HF1193
 HF1193.Superseded values are not recommended for survey control.
 HF1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1193.See file dsdata.txt to determine how the superseded data were derived.
 HF1193
 HF1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8489884730(NAD 83)
 HF1193_MARKER: DS = TRIANGULATION STATION DISK
 HF1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1193
 HF1193  HISTORY     - Date     Condition        Report By
 HF1193  HISTORY     - 1935     MONUMENTED       CGS
 HF1193  HISTORY     - 1962     GOOD             CGS
 HF1193
 HF1193                          STATION DESCRIPTION
 HF1193
 HF1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1193'STATION IS ABOUT 3 MILES SOUTHEAST OF ELDORADO, ON THE EAST SIDE
 HF1193'OF A TANK FARM OWNED BY CITY SERVICE OIL CO., KNOWN AS
 HF1193'THE JOHN BOYER TANK FARM, T. 26 S., R. 5 E., IN THE NORTHEAST
 HF1193'QUARTER OF SECTION 17.
 HF1193'
 HF1193'TO REACH FROM THE INTERSECTION OF MAIN STREET AND CENTRAL
 HF1193'AVENUE AT ELDORADO, GO WEST ON CENTRAL AVENUE FOR 1.4 MILES,
 HF1193'CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 0.2 MILE, THENCE
 HF1193'LEFT (SOUTH) 1.5 MILES, THENCE RIGHT (WEST) FOR 1.0 MILE,
 HF1193'THENCE LEFT (SOUTH) FOR 0.3 MILE TO EARTH DIKE ABOUT 5 FEET
 HF1193'HIGH AND 500 FEET LONG ON RIGHT (WEST).  STATION IS AT WESTERLY
 HF1193'END OF DIKE, 20 FEET SOUTH OF IT, AND 30 FEET EAST OF DIRT ROAD
 HF1193'AND PROJECTS 6 INCHES.
 HF1193'
 HF1193'REFERENCE MARK NO. 1 IS 30 FEET EAST OF DIRT ROAD, 50 FEET
 HF1193'WEST OF CONICAL DIKE SURROUNDING TANK AND PROJECTS 6 INCHES.
 HF1193'
 HF1193'REFERENCE MARK NO. 2 IS 160 FEET WEST OF DIRT ROAD AND
 HF1193'PROJECTS 6 INCHES.
 HF1193'
 HF1193'AZIMUTH IS REACHED BY GOING NORTH 0.3 MILE FROM EARTH DIKE
 HF1193'AND ROAD EAST OF STATION, THENCE RIGHT (EAST) 1.0 MILE,
 HF1193'THENCE RIGHT (SOUTH) FOR 0.25 MILE TO ABOUT 250 FEET PAST
 HF1193'WHITE HOUSE ON LEFT (EAST), AND MARK ON RIGHT (WEST).  MARK
 HF1193'IS 25 FEET WEST OF CENTER LINE OF GRAVEL ROAD, 15 FEET NORTH
 HF1193'OF TELEPHONE POLE, 1 FOOT WEST OF FENCE LINE, AND ABOUT 300 FEET
 HF1193'SOUTH OF CATTLE PASS ROAD.
 HF1193'
 HF1193'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 HF1193'AS DESCRIBED.
 HF1193'
 HF1193'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HF1193
 HF1193                          STATION RECOVERY (1962)
 HF1193
 HF1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1193'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 HF1193'DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.  THE DIRECTIONS TO
 HF1193'THE REFERENCE MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK
 HF1193'NO. 1 MISSED THE 1935 DISTANCE BY 0.08 FOOT AND THE DISTANCE TO
 HF1193'REFERENCE MARK NO. 2 MISSED THE 1935 DISTANCE BY 0.08 FOOT.
 HF1193'
 HF1193'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 HF1193'
 HF1193'THE STATION IS ABOUT 3 MILES SOUTHWEST OF THE CENTER OF THE
 HF1193'BUSINESS DISTRICT IN ELDORADO, ON THE EAST SIDE OF A TANK FARM
 HF1193'OWNED BY CITIES SERVICE OIL COMPANY.
 HF1193'
 HF1193'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HF1193'77 AND 54 AND STATE HIGHWAY 196 IN ELDORADO, GO WEST ON
 HF1193'HIGHWAY 196 FOR 1.75 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 HF1193'LEFT, SOUTH, ON A BLACKTOP ROAD FOR 1.45 MILES TO A CROSSROAD AT
 HF1193'A LARGE REFINERY ON THE LEFT.  TURN RIGHT, WEST, ON THE
 HF1193'BLACKTOP ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT, SOUTH,
 HF1193'ON A GRAVELED ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT,
 HF1193'AT A SIGN CITIES SERVICE PIPE LINE CO. PRIVATE ROAD.  TURN
 HF1193'RIGHT, WEST, ON A GRAVELED ROAD FOR 0.05 MILE TO A CROSSROAD.
 HF1193'TURN LEFT, SOUTH, ON THE GRAVELED ROAD FOR 0.1 MILE TO THE
 HF1193'STATION ON THE LEFT.
 HF1193'
 HF1193'THE STATION MARK IS A STANDARD DISK STAMPED BOYER 1935 AND
 HF1193'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 HF1193'IT IS 156 FEET NORTHWEST OF AN OIL WELL, 29 FEET EAST OF
 HF1193'THE CENTER OF THE GRAVELED ROAD, 20 FEET SOUTH OF THE WEST
 HF1193'END OF A DIKE, 1.8 FEET SOUTHWEST OF A METAL WITNESS POST
 HF1193'AND IS SURROUNDED BY FOUR IRON PIPES WHICH PROJECT ABOUT
 HF1193'2 FEET.  THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS
 HF1193'PARTY.
 HF1193'
 HF1193'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOYER NO 1
 HF1193'1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 HF1193'INCHES.  IT IS 48 FEET SOUTHWEST OF THE TOP OF THE SOUTHWEST SIDE
 HF1193'OF AN EARTH TANK, 21 FEET EAST OF THE CENTER OF THE GRAVELED ROAD
 HF1193'AND IS SURROUNDED BY FOUR IRON PIPES WHICH PROJECT ABOUT
 HF1193'2 FEET.
 HF1193'
 HF1193'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOYER NO 2
 HF1193'1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 HF1193'INCHES.  IT IS 81 FEET NORTHEAST OF THE NORTHEAST EDGE OF
 HF1193'AN EARTH TANK, 66.5 FEET WEST OF A TELEPHONE POLE, 39 FEET
 HF1193'NORTHEAST OF THE CENTER OF A GRAVELED ROAD, 18.5 FEET SOUTH
 HF1193'OF THE CENTER OF A DIRT ROAD AND IS SURROUNDED BY FOUR IRON
 HF1193'PIPES WHICH PROJECT ABOUT 2 FEET.
 HF1193'
 HF1193'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BOYER AZI
 HF1193'1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 HF1193'IT IS 23 FEET WEST OF THE CENTER OF THE ROAD, 11.5 FEET
 HF1193'NORTH OF A TELEPHONE POLE, 2.6 FEET NORTH OF A METAL WITNESS
 HF1193'POST AND 1 FOOT EAST OF A FENCE.
 HF1193'
 HF1193'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 HF1193'GRAVELED ROAD FOR 0.1 MILE TO THE CROSSROAD.  TURN RIGHT,
 HF1193'EAST, ON THE GRAVELED ROAD FOR 0.05 MILE TO A T-INTERSECTION.
 HF1193'TURN LEFT, NORTH, ON THE GRAVELED ROAD FOR 0.2 MILE TO A
 HF1193'CROSSROAD.  TURN RIGHT, EAST, ON THE BLACKTOP ROAD FOR 1.0 MILE TO
 HF1193'THE CROSSROAD.  TURN RIGHT, SOUTH, ON A BLACKTOP ROAD
 HF1193'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT, ABOUT
 HF1193'100 FEET AFTER PASSING A HOUSE ON THE LEFT.
 HF1193'
 HF1193'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1195 ***********************************************************************
 HF1195  DESIGNATION -  BOYER AZ MK 2
 HF1195  PID         -  HF1195
 HF1195  STATE/COUNTY-  KS/BUTLER
 HF1195  USGS QUAD   -  EL DORADO SW (1979)
 HF1195
 HF1195                         *CURRENT SURVEY CONTROL
 HF1195  ___________________________________________________________________
 HF1195* NAD 83(1997)-  37 47 44.26856(N)    096 54 03.38777(W)     ADJUSTED  
 HF1195* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 HF1195  ___________________________________________________________________
 HF1195  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 HF1195  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 HF1195
 HF1195  HORZ ORDER  -  THIRD
 HF1195
 HF1195.The horizontal coordinates were established by classical geodetic methods
 HF1195.and adjusted by the National Geodetic Survey in October 1998..
 HF1195.No horizontal observational check was made to the station.
 HF1195
 HF1195.The orthometric height was scaled from a topographic map.
 HF1195
 HF1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1195
 HF1195.The geoid height was determined by GEOID03.
 HF1195
 HF1195;                    North         East     Units Scale Factor Converg.
 HF1195;SPC KS S     -   526,505.149   540,822.546   MT  0.99993817   +0 58 57.6
 HF1195;UTM  14      - 4,185,215.381   684,812.421   MT  1.00002071   +1 17 12.4
 HF1195
 HF1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1195!SPC KS S     -   0.99993944  x   0.99993817  =   0.99987761
 HF1195!UTM  14      -   0.99993944  x   1.00002071  =   0.99996015
 HF1195
 HF1195                          SUPERSEDED SURVEY CONTROL
 HF1195
 HF1195  NAD 83(1997)-  37 47 44.27547(N)    096 54 03.37700(W) AD(       ) 3
 HF1195  NAD 83(1986)-  37 47 44.28170(N)    096 54 03.37932(W) AD(       ) 3
 HF1195  NAD 27      -  37 47 44.21128(N)    096 54 02.26019(W) AD(       ) 3
 HF1195
 HF1195.Superseded values are not recommended for survey control.
 HF1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1195.See file dsdata.txt to determine how the superseded data were derived.
 HF1195
 HF1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8481285215(NAD 83)
 HF1195_MARKER: DR = REFERENCE MARK DISK
 HF1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1195+STABILITY: SURFACE MOTION
 HF1195
 HF1195  HISTORY     - Date     Condition        Report By
 HF1195  HISTORY     - 1975     MONUMENTED       NGS
 HF1195
 HF1195                          STATION DESCRIPTION
 HF1195
 HF1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HF1195'TO REACH STATION BOYER FROM THE JUNCTION OF U.S. HIGHWAYS
 HF1195'77 AND 54 AND STATE HIGHWAY 196 IN ELDORADO, GO WEST ON HIGHWAY
 HF1195'196 FOR 1.75 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT, SOUTH,
 HF1195'ON A BLACKTOP ROAD FOR 1.45 MILES TO A CROSSROAD AT A LARGE
 HF1195'REFINERY ON THE LEFT.  TURN RIGHT, WEST, ON THE BLACKTOP ROAD
 HF1195'FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT, SOUTH, ON A GRAVELED
 HF1195'ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT, AT A SIGN
 HF1195'CITIES SERVICE PIPE LINE CO. PRIVATE ROAD.  TURN RIGHT,
 HF1195'WEST, ON A GRAVELED ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT,
 HF1195'SOUTH, ON THE GRAVELED ROAD FOR 0.1 MILE TO STATION BOYER ON THE
 HF1195'LEFT.
 HF1195'
 HF1195'TO REACH THE AZIMUTH MARK 2 FROM STATION BOYER, GO NORTH ON A GRAVELED
 HF1195'ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A
 HF1195'GRAVELED ROAD FOR 0.05 MILE TO A T-INTERSECTION.  TURN LEFT
 HF1195'AND GO NORTH ON A GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.
 HF1195'TURN LEFT AND GO WEST ON A SURFACED ROAD FOR 0.1 MILE TO
 HF1195'THE AZIMUTH MARK 2 ON THE RIGHT.
 HF1195'
 HF1195'STATION IS A STANDARD REFERENCE MARK DISK STAMPED BOYER 1935
 HF1195'AZ 2 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 HF1195'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET
 HF1195'NORTH OF THE CENTER OF A SURFACED ROAD, 1.5 FEET SOUTHEAST OF A
 HF1195'METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0682 ***********************************************************************
 JH0682  DESIGNATION -  BOZO
 JH0682  PID         -  JH0682
 JH0682  STATE/COUNTY-  KS/HODGEMAN
 JH0682  USGS QUAD   -  HORSE THIEF CANYON NE (1974)
 JH0682
 JH0682                         *CURRENT SURVEY CONTROL
 JH0682  ___________________________________________________________________
 JH0682* NAD 83(1997)-  38 11 44.25435(N)    100 02 47.21583(W)     ADJUSTED  
 JH0682* NAVD 88     -       752.6    (meters)    2469.     (feet)  VERTCON   
 JH0682  ___________________________________________________________________
 JH0682  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 JH0682  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 JH0682
 JH0682  HORZ ORDER  -  SECOND
 JH0682  VERT ORDER  -  THIRD ? (See Below)
 JH0682
 JH0682.The horizontal coordinates were established by classical geodetic methods
 JH0682.and adjusted by the National Geodetic Survey in October 1998..
 JH0682
 JH0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0682.The vertical order pertains to the NGVD 29 superseded value.
 JH0682
 JH0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0682
 JH0682.The geoid height was determined by GEOID03.
 JH0682
 JH0682;                    North         East     Units Scale Factor Converg.
 JH0682;SPC KS S     -   570,816.293   264,546.509   MT  0.99994765   -0 57 01.2
 JH0682;UTM  14      - 4,228,037.972   408,367.975   MT  0.99970341   -0 38 49.6
 JH0682
 JH0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0682!SPC KS S     -   0.99988596  x   0.99994765  =   0.99983362
 JH0682!UTM  14      -   0.99988596  x   0.99970341  =   0.99958941
 JH0682
 JH0682|---------------------------------------------------------------------|
 JH0682| PID    Reference Object                     Distance      Geod. Az  |
 JH0682|                                                           dddmmss.s |
 JH0682| CK9023 BOZO RM 1                            23.132 METERS 03416     |
 JH0682| CK9024 BOZO RM 2                            21.001 METERS 14032     |
 JH0682| JH0687 HACK                                APPROX.10.6 KM 2885051.0 |
 JH0682|---------------------------------------------------------------------|
 JH0682
 JH0682                          SUPERSEDED SURVEY CONTROL
 JH0682
 JH0682  NAD 83(1997)-  38 11 44.26160(N)    100 02 47.21562(W) AD(       ) 2
 JH0682  NAD 83(1986)-  38 11 44.26120(N)    100 02 47.21578(W) AD(       ) 2
 JH0682  NAD 27      -  38 11 44.19771(N)    100 02 45.73980(W) AD(       ) 2
 JH0682  NGVD 29 (07/19/86)  752.4    (m)         2468.     (f) LEVELING    3  
 JH0682
 JH0682.Superseded values are not recommended for survey control.
 JH0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0682.See file dsdata.txt to determine how the superseded data were derived.
 JH0682
 JH0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH0836828038(NAD 83)
 JH0682_MARKER: DS = TRIANGULATION STATION DISK
 JH0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0682
 JH0682  HISTORY     - Date     Condition        Report By
 JH0682  HISTORY     - 1964     MONUMENTED       CGS
 JH0682
 JH0682                          STATION DESCRIPTION
 JH0682
 JH0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0682'THE STATION IS 11-1/2 MILES NORTHWEST OF JETMORE, 4-1/2 MILES SOUTH
 JH0682'OF THE HODGEMAN-NESS COUNTY LINE, ON THE EAST CENTRAL EDGE OF
 JH0682'SECTION 27, T 21 S, R 25 W, AND ON PROPERTY OWNED BY
 JH0682'MR. W. D. SINCLAIR.
 JH0682'
 JH0682'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 156
 JH0682'ON THE NORTH SIDE OF JETMORE, GO WEST ON HIGHWAY 156 FOR 8.65 MILES
 JH0682'TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 7.0
 JH0682'MILES TO A CROSSROAD.  CONTINUE NORTH ON THE GRAVEL ROAD FOR 1.45
 JH0682'MILE TO A FIELD ENTRANCE ON THE RIGHT AND A WIRE GATE ON THE LEFT.
 JH0682'TURN LEFT, PASS THROUGH THE GATE, AND THEN TURN LEFT AND GO
 JH0682'SOUTHERLY FOR 156 FEET TO THE STATION.
 JH0682'
 JH0682'STATION MARKS ARE STANDARD DISKS STAMPED BOZO 1964.  THE SURFACE DISK
 JH0682'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 84
 JH0682'FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 77.5 FEET SOUTHWEST OF
 JH0682'A METAL WITNESS POST, AND 44 FEET WEST OF A FENCE.  THE UNDERGROUND
 JH0682'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 JH0682'SURFACE OF THE GROUND.
 JH0682'
 JH0682'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOZO NO 1 1964, IS SET
 JH0682'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 87 FEET
 JH0682'SOUTH OF THE SOUTH GATE POST, 40.5 FEET WEST OF THE CENTER OF THE
 JH0682'GRAVEL ROAD, 1.5 FEET SOUTH OF THE METAL WITNESS POST, AND 1 FOOT
 JH0682'WEST OF THE FENCE.
 JH0682'
 JH0682'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOZO NO 2 1964, IS SET
 JH0682'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 40.5 FEET
 JH0682'WEST OF THE CENTER OF THE GRAVEL ROAD, 33 FEET NORTH OF A TELEPHONE
 JH0682'POLE, AND 1 FOOT WEST OF THE FENCE.
 JH0682'
 JH0682'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0682'STATION HACK IS VISIBLE FROM THE GROUND AND MAY BE USED AS AN
 JH0682'AZIMUTH MARK.
 JH0682'
 JH0682'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0807 ***********************************************************************
 HH0807  DESIGNATION -  BRADLES
 HH0807  PID         -  HH0807
 HH0807  STATE/COUNTY-  KS/MORTON
 HH0807  USGS QUAD   -  RICHFIELD (1973)
 HH0807
 HH0807                         *CURRENT SURVEY CONTROL
 HH0807  ___________________________________________________________________
 HH0807* NAD 83(1997)-  37 20 42.76699(N)    101 49 40.58248(W)     ADJUSTED  
 HH0807* NAVD 88     -      1053.0    (meters)    3455.     (feet)  VERTCON   
 HH0807  ___________________________________________________________________
 HH0807  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 HH0807  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 HH0807
 HH0807  HORZ ORDER  -  FIRST
 HH0807
 HH0807.The horizontal coordinates were established by classical geodetic methods
 HH0807.and adjusted by the National Geodetic Survey in October 1998..
 HH0807
 HH0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0807
 HH0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0807
 HH0807.The geoid height was determined by GEOID03.
 HH0807
 HH0807;                    North         East     Units Scale Factor Converg.
 HH0807;SPC KS S     -   480,570.714   105,185.989   MT  0.99998549   -2 02 42.4
 HH0807;UTM  14      - 4,136,920.959   249,496.054   MT  1.00037306   -1 42 58.9
 HH0807
 HH0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0807!SPC KS S     -   0.99983866  x   0.99998549  =   0.99982415
 HH0807!UTM  14      -   0.99983866  x   1.00037306  =   1.00021166
 HH0807
 HH0807:                Primary Azimuth Mark                     Grid Az
 HH0807:SPC KS S     -  JOHNSON MUN WATER TANK                   017 26 20.5
 HH0807:UTM  14      -  JOHNSON MUN WATER TANK                   017 06 37.0
 HH0807
 HH0807|---------------------------------------------------------------------|
 HH0807| PID    Reference Object                     Distance      Geod. Az  |
 HH0807|                                                           dddmmss.s |
 HH0807| HH0837 JOHNSON MUN WATER TANK              APPROX.25.5 KM 0152338.1 |
 HH0807| CM8488 BRADLES AZ MK                                      0902209.5 |
 HH0807| CM8489 BRADLES RM 1                         32.839 METERS 17623     |
 HH0807| CM8490 BRADLES RM 2                         38.387 METERS 27343     |
 HH0807| HH0843 MANTER MUN WATER TANK               APPROX.20.6 KM 3453046.6 |
 HH0807|---------------------------------------------------------------------|
 HH0807
 HH0807                          SUPERSEDED SURVEY CONTROL
 HH0807
 HH0807  NAD 83(1997)-  37 20 42.76738(N)    101 49 40.58211(W) AD(       ) 1
 HH0807  NAD 83(1997)-  37 20 42.77191(N)    101 49 40.57490(W) AD(       ) 1
 HH0807  NAD 83(1986)-  37 20 42.77339(N)    101 49 40.57378(W) AD(       ) 1
 HH0807  NAD 27      -  37 20 42.68793(N)    101 49 38.96373(W) AD(       ) 1
 HH0807  NGVD 29 (07/19/86) 1052.6    (m)         3453.     (f) VERT ANG       
 HH0807
 HH0807.Superseded values are not recommended for survey control.
 HH0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0807.See file dsdata.txt to determine how the superseded data were derived.
 HH0807
 HH0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4949636921(NAD 83)
 HH0807_MARKER: DS = TRIANGULATION STATION DISK
 HH0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0807
 HH0807  HISTORY     - Date     Condition        Report By
 HH0807  HISTORY     - 1934     MONUMENTED       CGS
 HH0807  HISTORY     - 1964     GOOD             CGS
 HH0807  HISTORY     - 1972     GOOD             USGS
 HH0807
 HH0807                          STATION DESCRIPTION
 HH0807
 HH0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0807'THIS STATION IS ABOUT 12 MILES SSW OF MANTER IN ROAD ALLOWANCE
 HH0807'BETWEEN SECTIONS ON LAND RENTED BY A MR. BRADLES, 1.0 MILE S
 HH0807'OF A GRADED ROAD, 1.0 MILE NW OF R.D. WILSHUSENS HOUSE, 34 FEET
 HH0807'W OF THE CENTER LINE OF SECTION LINE ROAD RIGHT-OF-WAY, 41
 HH0807'FEET S OF THE CENTER LINE OF SECTION LINE ROAD RIGHT-OF-WAY
 HH0807'IN SECTION 24, T 31 S, R 42 W.  THE MARK PROJECTS 8 INCHES.
 HH0807'
 HH0807'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0807'BRONZE DISKS, SET IN CONCRETE.
 HH0807'
 HH0807'REFERENCE MARK NO. 1 IS S OF THE STATION, 27 FEET W OF THE
 HH0807'CENTER LINE OF SECTION LINE ROAD RIGHT-OF-WAY, AND PROJECTS
 HH0807'8 INCHES.
 HH0807'
 HH0807'REFERENCE MARK NO. 2 IS W OF THE STATION, 35 FEET S OF THE
 HH0807'CENTER LINE OF SECTION LINE ROAD RIGHT-OF-WAY, AND PROJECTS
 HH0807'8 INCHES.
 HH0807'
 HH0807'THE AZIMUTH MARK IS E OF THE STATION, 7 FEET S OF THE CENTER
 HH0807'LINE OF SECTION LINE ROAD RIGHT-OF-WAY, AND PROJECTS 4 INCHES.
 HH0807'
 HH0807'THE STATION IS REACHED FROM THE INTERSECTION OF THE MAIN
 HH0807'STREET IN ELKHART AND STATE HIGHWAY 27 IN THE W EDGE OF THE
 HH0807'TOWN BY GOING N ON STATE HIGHWAY 27 FOR 17.0 MILES, THEN E ON
 HH0807'STATE HIGHWAY 27 FOR 4.0 MILES, LEAVE STATE HIGHWAY 27, TURN
 HH0807'LEFT ON A GRADED SECTION LINE ROAD FOR 3.0 MILES, (THE GRADE
 HH0807'TURNS W), CONTINUE N ON A SECTION LINE TRACK ROAD FOR 3.0
 HH0807'MILES TO A ROAD INTERSECTION.  THE STATION IS IN THE SW ANGLE
 HH0807'OF THIS INTERSECTION.
 HH0807'
 HH0807'ALL OF THE OBJECTS, EXCEPT STATIONS RICHFIELD, WILSON, HOGE
 HH0807'AND STATION CLEAVES, ARE VISIBLE FROM THE GROUND.
 HH0807'
 HH0807'A 20-FOOT STAND WILL CLEAR ALL LINES.
 HH0807
 HH0807                          STATION RECOVERY (1964)
 HH0807
 HH0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AWH)
 HH0807'STATION FOUND AS DESCRIBED.
 HH0807'
 HH0807'ALL MARKS IN GOOD CONDITION.
 HH0807
 HH0807                          STATION RECOVERY (1972)
 HH0807
 HH0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DGC)
 HH0807'THE OLD DESCRIPTION IS ADEQUATE
 HH0807'
 HH0807'STATION IS OK (1934)
 HH0807'
 HH0807'R.M. 1 IS DESTROYED
 HH0807'
 HH0807'R.M. 2 IS OK (1934)
 HH0807'
 HH0807'AZ. MK. NOT FOUND
 HH0807'
 HH0807'DISTANCE TO R.M. 2 MISSED 0.08 FT
 HH0807'
 HH0807'DIRECTION TO R.M. 2 MISSED 21 IN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0901 ***********************************************************************
 HG0901  DESIGNATION -  BRADLEY
 HG0901  PID         -  HG0901
 HG0901  STATE/COUNTY-  KS/KIOWA
 HG0901  USGS QUAD   -  BRENHAM (1968)
 HG0901
 HG0901                         *CURRENT SURVEY CONTROL
 HG0901  ___________________________________________________________________
 HG0901* NAD 83(1997)-  37 32 33.73372(N)    099 14 21.21073(W)     ADJUSTED  
 HG0901* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 HG0901  ___________________________________________________________________
 HG0901  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HG0901  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 HG0901
 HG0901  HORZ ORDER  -  FIRST
 HG0901
 HG0901.The horizontal coordinates were established by classical geodetic methods
 HG0901.and adjusted by the National Geodetic Survey in October 1998..
 HG0901
 HG0901.The orthometric height was scaled from a topographic map.
 HG0901
 HG0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0901
 HG0901.The geoid height was determined by GEOID03.
 HG0901
 HG0901;                    North         East     Units Scale Factor Converg.
 HG0901;SPC KS S     -   497,485.645   334,674.407   MT  0.99995720   -0 27 15.4
 HG0901;UTM  14      - 4,155,105.916   478,866.898   MT  0.99960550   -0 08 44.8
 HG0901
 HG0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0901!SPC KS S     -   0.99989608  x   0.99995720  =   0.99985329
 HG0901!UTM  14      -   0.99989608  x   0.99960550  =   0.99950163
 HG0901
 HG0901|---------------------------------------------------------------------|
 HG0901| PID    Reference Object                     Distance      Geod. Az  |
 HG0901|                                                           dddmmss.s |
 HG0901| CK9027 BRADLEY RM 1                         29.902 METERS 05824     |
 HG0901| CK9025 BRADLEY AZ MK                                      2694903.2 |
 HG0901| CK9026 BRADLEY AZ MK RESET                                2711454.4 |
 HG0901| CK9028 BRADLEY RM 2                         32.530 METERS 29817     |
 HG0901| HG0912 GREENSBURG RAD STA KAA 910          APPROX.10.9 KM 3162432.0 |
 HG0901| CK9029 BRADLEY RM 3                         20.535 METERS 32158     |
 HG0901| HG0908 GREENSBURG MUNICIPAL TANK           APPROX. 8.3 KM 3235830.1 |
 HG0901| HG0911 GREENSBURG FARMERS GRAIN ELEV       APPROX. 8.8 KM 3265346.1 |
 HG0901|---------------------------------------------------------------------|
 HG0901
 HG0901                          SUPERSEDED SURVEY CONTROL
 HG0901
 HG0901  NAD 83(1997)-  37 32 33.74125(N)    099 14 21.21046(W) AD(       ) 1
 HG0901  NAD 83(1986)-  37 32 33.73785(N)    099 14 21.20667(W) AD(       ) 1
 HG0901  NAD 27      -  37 32 33.66940(N)    099 14 19.80649(W) AD(       ) 1
 HG0901
 HG0901.Superseded values are not recommended for survey control.
 HG0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0901.See file dsdata.txt to determine how the superseded data were derived.
 HG0901
 HG0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7886755106(NAD 83)
 HG0901_MARKER: DS = TRIANGULATION STATION DISK
 HG0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0901
 HG0901  HISTORY     - Date     Condition        Report By
 HG0901  HISTORY     - 1939     MONUMENTED       CGS
 HG0901  HISTORY     - 1951     GOOD             CGS
 HG0901  HISTORY     - 1961     GOOD             CGS
 HG0901  HISTORY     - 1964     GOOD             CGS
 HG0901  HISTORY     - 1988     GOOD             KSDT
 HG0901
 HG0901                          STATION DESCRIPTION
 HG0901
 HG0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (PLB)
 HG0901'STATION IS LOCATED IN ABOUT THE CENTRAL PART OF KIOWA COUNTY,
 HG0901'ABOUT 6 MILES AIRLINE SOUTHEAST OF GREENSBURG, 9 MILES SOUTHWEST
 HG0901'OF HAVILAND AND ABOUT 10 MILES NORTHWEST OF BELVIDERE.  IT
 HG0901'IS NEAR THE NORTH SIDE AND ABOUT THE CENTER OF SECTION 12,
 HG0901'T29S, R18W, ON LAND BELONGING TO MR. W.B. BRADLEY AND ABOUT
 HG0901'100 YARDS NORTHWEST OF HIS HOME.  IT IS IN THE NORTHWEST
 HG0901'CORNER OF A LOT ABOUT 35 FEET SOUTH OF THE CENTER LINE OF ROAD
 HG0901'AND 15 FEET EAST OF A ROW OF HEDGE.
 HG0901'
 HG0901'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0901'BRONZE DISKS SET IN CONCRETE.
 HG0901'
 HG0901'REFERENCE MARKS ARE SET IN THE FENCE LINE ON THE NORTH SIDE
 HG0901'OF ROAD.
 HG0901'
 HG0901'AZIMUTH MARK IS 1.0 MILE WEST OF STATION IN FENCE LINE 30 FEET
 HG0901'SOUTH OF CENTER OF ROAD.
 HG0901'
 HG0901'STATION IS REACHED FROM GREENSBURG BY GOING EAST ON US 54
 HG0901'FOR 0.4 MILE TO A GRAVEL ROAD LEADING SOUTH.  TURN SOUTH ON
 HG0901'GRAVEL ROAD FOR 4.4 MILES TO CROSS ROAD, THENCE EAST 2.5 MILES
 HG0901'TO STATION, PASSING AZIMUTH 1.0 MILE TO THE WEST.
 HG0901'
 HG0901'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 HG0901
 HG0901                          STATION RECOVERY (1951)
 HG0901
 HG0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 HG0901'STATION MARK, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 HG0901'ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION, AND ADEQUATELY
 HG0901'DESCRIBED EXCEPT THAT THE STATION MARK IS AT THE END OF THE ROW
 HG0901'OF HEDGE TREES, INSTEAD OF 15 FEET E.  THE ORIGINAL DESCRIPTION
 HG0901'TO REACH THE STATION IS GOOD.
 HG0901
 HG0901                          STATION RECOVERY (1961)
 HG0901
 HG0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0901'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND TO BE
 HG0901'IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK NO. 1 MISSED THE
 HG0901'1938 DIRECTION BY 5 MINUTES AND 57 SECONDS.  THE DISTANCE TO
 HG0901'REFERENCE MARK NO. 1 MISSED THE 1938 DISTANCE BY .08 OF A FOOT
 HG0901'SHORTER.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND TO
 HG0901'BE DESTROYED.  REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE
 HG0901'ESTABLISHED BY THIS PARTY.
 HG0901'
 HG0901'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HG0901'
 HG0901'THE STATION IS ABOUT 9 MILES SOUTHWEST OF HAVILAND, 6 MILES SOUTHEAST
 HG0901'OF GREENSBURG, IN THE NORTH CENTRAL PART OF SECTION 12, T 29 S, R 18
 HG0901'W, AND ON PROPERTY OWNED BY MR. W.B. BRADLEY.
 HG0901'
 HG0901'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND U.S.
 HG0901'HIGHWAY 54, IN GREENSBURG, GO EAST ON U.S. HIGHWAY 54 FOR 2.4 MILES
 HG0901'TO A CROSSROAD.  TURN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 4.5 MILES
 HG0901'TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE.  TURN
 HG0901'LEFT, EAST, ON A GRAVELED ROAD FOR 0.55 MILE TO THE STATION ON THE
 HG0901'RIGHT.
 HG0901'
 HG0901'THE STATION MARK IS A STANDARD DISK STAMPED BRADLEY 1938.  THE
 HG0901'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8
 HG0901'INCHES.  IT IS 68 FEET SOUTHEAST OF A POWER POLE, 30 FEET SOUTH OF
 HG0901'THE CENTER OF THE GRAVELED ROAD, 26 FEET WEST OF A TELEPHONE POLE
 HG0901'AND 2.8 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 HG0901'WAS NOT INSPECTED.
 HG0901'
 HG0901'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRADLEY NO 1 1938, IS
 HG0901'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 22
 HG0901'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1.6 FEET WEST OF A
 HG0901'METAL WITNESS POST.
 HG0901'
 HG0901'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BRADLEY NO 3 1938, IS
 HG0901'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 25
 HG0901'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1.5 FEET EAST OF A
 HG0901'POWER POLE.
 HG0901'
 HG0901'AZIMUTH MARK, A STANDARD DISK STAMPED BRADLEY 1938 RESET 1961, IS SET
 HG0901'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 37 FEET
 HG0901'NORTH OF THE CENTER OF THE GRAVELED ROAD, 21 FEET EAST OF THE
 HG0901'CENTER OF THE GRAVELED ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST
 HG0901'AND 1.5 FEET NORTH OF A POWER POLE.
 HG0901'
 HG0901'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HG0901
 HG0901                          STATION RECOVERY (1964)
 HG0901
 HG0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0901'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3
 HG0901'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1961.
 HG0901'THE HORIZONTAL DISTANCE TO REFERENCE MARK NO. 3 WAS FOUND IN
 HG0901'ERROR.  THE HORIZONTAL DISTANCE TO REFERENCE MARK NO. 1 WAS
 HG0901'CHECKED.  THE HORIZONTAL DIRECTION TO ALL THE MARKS CHECKED.
 HG0901'FOLLOWING IS A NEW DESCRIPTION.
 HG0901'
 HG0901'THE STATION IS LOCATED 9 MILES SOUTHWEST OF HAVILAND, 5 MILES
 HG0901'SOUTHEAST OF GREENSBURG, 80 YARDS NORTHWEST OF A FARMHOUSE,
 HG0901'AT THE NORTH END OF A HEDGEROW, ALONG THE SOUTH SIDE OF AN
 HG0901'EAST-WEST GRAVELED ROAD, IN THE NORTH CENTRAL EDGE OF
 HG0901'SECTION 12, T 29 S, R 18 W, ON PROPERTY OWNED BY DR. BLACK.
 HG0901'
 HG0901'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 HG0901'AND U.S. HIGHWAY 54 IN GREENSBURG, GO EAST ON U.S. HIGHWAY
 HG0901'54 FOR 2.4 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 HG0901'ON A GRAVELED ROAD FOR 4.55 MILES TO A CROSSROAD AND THE
 HG0901'AZIMUTH MARK AS DESCRIBED.  TURN LEFT AND GO EAST ON A GRAVELED
 HG0901'ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 HG0901'
 HG0901'THE STATION MARK, A STANDARD DISK STAMPED BRADLEY 1938, IS
 HG0901'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 HG0901'8 INCHES.  IT IS 28 FEET SOUTH OF THE CENTER OF A GRAVELED
 HG0901'ROAD, 26 FEET WEST OF A TELEPHONE POLE, 6 FEET EAST OF A
 HG0901'NORTH-SOUTH FENCE AND 2 FEET NORTH OF A METAL WITNESS POST.
 HG0901'THE UNDERGROUND MARK WAS NOT INSPECTED.
 HG0901'
 HG0901'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRADLEY NO 1 1938,
 HG0901'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HG0901'IS SET FLUSH.  IT IS 22 FEET NORTH OF THE CENTER OF A GRAVELED
 HG0901'ROAD AND 2 FEET WEST OF A METAL WITNESS POST.
 HG0901'
 HG0901'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BRADLEY NO. 3
 HG0901'1938, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HG0901'WHICH IS SET FLUSH.  IT IS 25 FEET NORTH OF THE CENTER OF
 HG0901'A GRAVELED ROAD AND 1 FOOT EAST OF A POWER POLE.
 HG0901'
 HG0901'THE AZIMUTH MARK, A STANDARD DISK STAMPED BRADLEY 1938 RESET
 HG0901'1961, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HG0901'PROJECTS 4 INCHES.  IT IS 38 FEET NORTH OF THE CENTER OF A
 HG0901'GRAVELED ROAD, 21 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 HG0901'2.3 FEET SOUTH OF A METAL WITNESS POST AND 1.5 FEET NORTH
 HG0901'OF A POWER POLE.
 HG0901'
 HG0901'NOTE- 5 KG TAPE TENSION WAS USED IN MEASURING THE REFERENCE
 HG0901'MARKS.
 HG0901'
 HG0901'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HG0901
 HG0901                          STATION RECOVERY (1988)
 HG0901
 HG0901'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1988 (DRL)
 HG0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1153 ***********************************************************************
 HE1153  DESIGNATION -  BRAZILTON
 HE1153  PID         -  HE1153
 HE1153  STATE/COUNTY-  KS/CRAWFORD
 HE1153  USGS QUAD   -  BRAZILTON (1973)
 HE1153
 HE1153                         *CURRENT SURVEY CONTROL
 HE1153  ___________________________________________________________________
 HE1153* NAD 83(1997)-  37 32 38.28353(N)    094 58 34.60530(W)     ADJUSTED  
 HE1153* NAVD 88     -       309.1    (meters)    1014.     (feet)  VERTCON   
 HE1153  ___________________________________________________________________
 HE1153  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 HE1153  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HE1153
 HE1153  HORZ ORDER  -  SECOND
 HE1153
 HE1153.The horizontal coordinates were established by classical geodetic methods
 HE1153.and adjusted by the National Geodetic Survey in October 1998..
 HE1153
 HE1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1153
 HE1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1153
 HE1153.The geoid height was determined by GEOID03.
 HE1153
 HE1153;                    North         East     Units Scale Factor Converg.
 HE1153;SPC KS S     -   503,250.552   711,316.287   MT  0.99995706   +2 09 55.5
 HE1153;UTM  15      - 4,157,054.492   325,410.011   MT  0.99997547   -1 12 16.5
 HE1153
 HE1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1153!SPC KS S     -   0.99995631  x   0.99995706  =   0.99991337
 HE1153!UTM  15      -   0.99995631  x   0.99997547  =   0.99993178
 HE1153
 HE1153:                Primary Azimuth Mark                     Grid Az
 HE1153:SPC KS S     -  BRAZILTON EMMANUEL LUTH CHURCH           026 45 57.8
 HE1153:UTM  15      -  BRAZILTON EMMANUEL LUTH CHURCH           030 08 09.8
 HE1153
 HE1153|---------------------------------------------------------------------|
 HE1153| PID    Reference Object                     Distance      Geod. Az  |
 HE1153|                                                           dddmmss.s |
 HE1153| HE1156 BRAZILTON EMMANUEL LUTH CHURCH      APPROX. 7.3 KM 0285553.3 |
 HE1153| CQ5847 BRAZILTON AZ MK                                    0933819.6 |
 HE1153| CQ5848 BRAZILTON RM 1                       14.078 METERS 10710     |
 HE1153| HE1157 GREENBUSH ST ALOYSIUS CATH CH       APPROX. 3.5 KM 1983658.5 |
 HE1153| CQ5849 BRAZILTON RM 2                       17.647 METERS 20320     |
 HE1153| HE0679 WALNUT MUNICIPAL TANK               APPROX.10.6 KM 3053102.6 |
 HE1153|---------------------------------------------------------------------|
 HE1153
 HE1153                          SUPERSEDED SURVEY CONTROL
 HE1153
 HE1153  NAD 83(1997)-  37 32 38.28871(N)    094 58 34.60549(W) AD(       ) 2
 HE1153  NAD 83(1986)-  37 32 38.29373(N)    094 58 34.59639(W) AD(       ) 2
 HE1153  NAD 27      -  37 32 38.12032(N)    094 58 33.69952(W) AD(       ) 2
 HE1153  NGVD 29 (07/19/86)  309.0    (m)         1014.     (f) VERT ANG       
 HE1153
 HE1153.Superseded values are not recommended for survey control.
 HE1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1153.See file dsdata.txt to determine how the superseded data were derived.
 HE1153
 HE1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2541057054(NAD 83)
 HE1153_MARKER: DS = TRIANGULATION STATION DISK
 HE1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1153
 HE1153  HISTORY     - Date     Condition        Report By
 HE1153  HISTORY     - 1966     MONUMENTED       CGS
 HE1153
 HE1153                          STATION DESCRIPTION
 HE1153
 HE1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1153'THE STATION IS ABOUT 7-1/2 MILES WEST-NORTHWEST OF GIRARD,
 HE1153'6-1/2 MILES SOUTHEAST OF WALNUT, 1-1/2 MILES SOUTHWEST OF
 HE1153'BRAZILTON ON LAND OWNED AND OCCUPIED BY MR. L.A. LALLEMAND.
 HE1153'
 HE1153'TO REACH THE STATION FROM THE POINT WHERE THE ATCHISON, TOPEKA
 HE1153'AND SANTA FE RAILWAY AND STATE HIGHWAY 3 JUNCTION IN THE
 HE1153'NORTHWEST EDGE OF BRAZILTON, GO SOUTH ON STATE HIGHWAY 3 FOR
 HE1153'1.25 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST ON A GRAVELED
 HE1153'ROAD FOR 0.65 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 HE1153'WEST FOR 0.25 MILE TO A GATE ON THE RIGHT AND THE STATION.
 HE1153'
 HE1153'THE STATION MARK IS A STANDARD DISK, STAMPED BRAZILTON 1964,
 HE1153'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1153'THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS 34 FEET NORTH
 HE1153'OF THE CENTERLINE OF AN EAST-WEST ROAD, 16.0 FEET NORTHEAST
 HE1153'OF THE EAST GATE POST AND 12 FEET NORTH OF AN EAST-WEST
 HE1153'FENCE.
 HE1153'
 HE1153'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRAZILTON NO 1 1964,
 HE1153'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE1153'3 INCHES ABOVE THE GROUND.  IT IS 20 FEET NORTH OF THE CENTERLINE
 HE1153'OF THE EAST-WEST ROAD, 0.8 FEET SOUTH OF AN EAST-WEST FENCE AND
 HE1153'AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE1153'
 HE1153'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRAZILTON NO
 HE1153'2 1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 HE1153'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 21 FEET SOUTH OF THE
 HE1153'CENTERLINE OF THE EAST-WEST ROAD, 1.6 FEET EAST OF A POWER
 HE1153'LINE POLE AND WITNESS POST, 0.8 FEET NORTH OF AND EAST-WEST FENCE
 HE1153'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE1153'
 HE1153'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRAZILTON 1964,
 HE1153'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1153'THAT PROJECTS 8 INCHES.  IT IS ACROSS THE ROAD FROM A GRAY
 HE1153'SHINGLE HOUSE, 22 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 HE1153'ROAD, 5.0 FEET EAST OF A WEST GATE POST, 1.5 FEET NORTH OF AN
 HE1153'EAST-WEST FENCE AND 1.3 FEET WEST OF A WITNESS POST.
 HE1153'
 HE1153'ALL OBJECTS VISIBLE AT 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1156 ***********************************************************************
 HE1156  DESIGNATION -  BRAZILTON EMMANUEL LUTH CHURCH
 HE1156  PID         -  HE1156
 HE1156  STATE/COUNTY-  KS/CRAWFORD
 HE1156  USGS QUAD   -  BRAZILTON (1973)
 HE1156
 HE1156                         *CURRENT SURVEY CONTROL
 HE1156  ___________________________________________________________________
 HE1156* NAD 83(1997)-  37 36 05.93961(N)    094 56 10.32340(W)     ADJUSTED  
 HE1156* NAVD 88     -                                                        
 HE1156  ___________________________________________________________________
 HE1156  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 HE1156  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HE1156
 HE1156  HORZ ORDER  -  THIRD
 HE1156
 HE1156.The horizontal coordinates were established by classical geodetic methods
 HE1156.and adjusted by the National Geodetic Survey in October 1998..
 HE1156
 HE1156
 HE1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1156
 HE1156.The geoid height was determined by GEOID03.
 HE1156
 HE1156;                    North         East     Units Scale Factor Converg.
 HE1156;SPC KS S     -   509,782.225   714,610.800   MT  0.99995104   +2 11 24.2
 HE1156;UTM  15      - 4,163,381.236   329,082.931   MT  0.99995983   -1 10 54.1
 HE1156
 HE1156                          SUPERSEDED SURVEY CONTROL
 HE1156
 HE1156  NAD 83(1997)-  37 36 05.94481(N)    094 56 10.32335(W) AD(       ) 4
 HE1156  NAD 83(1986)-  37 36 05.94890(N)    094 56 10.31496(W) AD(       ) 4
 HE1156  NAD 27      -  37 36 05.78762(N)    094 56 09.41658(W) AD(       ) 3
 HE1156
 HE1156.Superseded values are not recommended for survey control.
 HE1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1156.See file dsdata.txt to determine how the superseded data were derived.
 HE1156
 HE1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2908363381(NAD 83)
 HE1156_MARKER: 90 = CHURCH SPIRE
 HE1156
 HE1156  HISTORY     - Date     Condition        Report By
 HE1156  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1156
 HE1156                          STATION DESCRIPTION
 HE1156
 HE1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1156'THE STATION IS THE CENTER OF THE TOP OF A 60 FOOT HIGH SPIRE,
 HE1156'LOCATED 3 MILES NORTH OF BRAZILTON AND ABOUT 75 FEET SOUTH OF
 HE1156'A EAST-WEST GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1134 ***********************************************************************
 HF1134  DESIGNATION -  BRAZLE
 HF1134  PID         -  HF1134
 HF1134  STATE/COUNTY-  KS/COWLEY
 HF1134  USGS QUAD   -  DEXTER (1962)
 HF1134
 HF1134                         *CURRENT SURVEY CONTROL
 HF1134  ___________________________________________________________________
 HF1134* NAD 83(1997)-  37 13 46.66427(N)    096 42 05.79495(W)     ADJUSTED  
 HF1134* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 HF1134  ___________________________________________________________________
 HF1134  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HF1134  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HF1134
 HF1134  HORZ ORDER  -  FIRST
 HF1134
 HF1134.The horizontal coordinates were established by classical geodetic methods
 HF1134.and adjusted by the National Geodetic Survey in October 1998..
 HF1134
 HF1134.The orthometric height was scaled from a topographic map.
 HF1134
 HF1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1134
 HF1134.The geoid height was determined by GEOID03.
 HF1134
 HF1134;                    North         East     Units Scale Factor Converg.
 HF1134;SPC KS S     -   464,019.949   559,586.359   MT  1.00000749   +1 06 18.6
 HF1134;UTM  14      - 4,122,821.406   703,899.904   MT  1.00011217   +1 23 27.7
 HF1134
 HF1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1134!SPC KS S     -   0.99994307  x   1.00000749  =   0.99995056
 HF1134!UTM  14      -   0.99994307  x   1.00011217  =   1.00005524
 HF1134
 HF1134|---------------------------------------------------------------------|
 HF1134| PID    Reference Object                     Distance      Geod. Az  |
 HF1134|                                                           dddmmss.s |
 HF1134| CL4333 BRAZLE RM 1                          37.177 METERS 06717     |
 HF1134| CL4332 BRAZLE AZ MK                                       1901126.4 |
 HF1134| HF1153 BURDEN TANK                         APPROX.10.9 KM 3315646.0 |
 HF1134| CL4334 BRAZLE RM 2                          32.505 METERS 35650     |
 HF1134|---------------------------------------------------------------------|
 HF1134
 HF1134                          SUPERSEDED SURVEY CONTROL
 HF1134
 HF1134  NAD 83(1997)-  37 13 46.66232(N)    096 42 05.78787(W) AD(       ) 1
 HF1134  NAD 83(1986)-  37 13 46.67667(N)    096 42 05.78677(W) AD(       ) 1
 HF1134  NAD 27      -  37 13 46.57780(N)    096 42 04.67857(W) AD(       ) 1
 HF1134
 HF1134.Superseded values are not recommended for survey control.
 HF1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1134.See file dsdata.txt to determine how the superseded data were derived.
 HF1134
 HF1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG0390022821(NAD 83)
 HF1134_MARKER: DS = TRIANGULATION STATION DISK
 HF1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1134_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1134
 HF1134  HISTORY     - Date     Condition        Report By
 HF1134  HISTORY     - 1935     MONUMENTED       CGS
 HF1134  HISTORY     - 1939     GOOD             SCS
 HF1134
 HF1134                          STATION DESCRIPTION
 HF1134
 HF1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1134'STATION IS ABOUT 3 MILES NORTH AND 1 MILE EAST OF DEXTER,
 HF1134'AND ABOUT 6.5 MILES SOUTH AND 3 MILES EAST OF BURDEN, ON A
 HF1134'PROMINENT LITTLE KNOLL TO THE NORTH OF MR. BRAZLES HOME, IN
 HF1134'THE NORTHEAST QUARTER OF SECTION 31, T. 32 S., R. 7 E.
 HF1134'
 HF1134'REACHED FROM THE POST OFFICE IN DEXTER (ON STATE HIGHWAY 15
 HF1134'AND 4.8 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 15 AND
 HF1134'U.S. HIGHWAY 166) BY GOING NORTH 0.3 MILE, TURN RIGHT AND GO
 HF1134'0.15 MILE EAST, TURN LEFT AND GO 3.2 MILES NORTH ON GRADED
 HF1134'ROAD TO FARMHOUSE ON RIGHT (HOME OF MR. BRAZLE) TURN RIGHT
 HF1134'INTO FARMYARD AND GO THROUGH GATE AT NORTH OF BARN, TURN LEFT
 HF1134'AND GO UP ROCKY TRAIL TO PASTURE, CONTINUE 0.2 MILE TO TOP
 HF1134'OF KNOLL AND STATION ON WEST END, 35 FEET EAST OF WEST EDGE
 HF1134'AND 27 FEET NORTH OF SOUTH EDGE OF KNOLL.  MARK PROJECTS 1
 HF1134'INCH ABOVE GROUND.
 HF1134'
 HF1134'AZIMUTH MARK IS 0.4 MILE SOUTH OF STATION, SET IN BEDROCK.
 HF1134'REACHED FROM THE ENTRANCE TO FARMYARD BY GOING 0.2 MILE SOUTH
 HF1134'ON GRADED ROAD TO MARK ON LEFT WHICH IS 164 FEET EAST OF
 HF1134'CENTER LINE OF ROAD ON SMALL RIDGE.
 HF1134'
 HF1134'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET.
 HF1134'
 HF1134'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 HF1134
 HF1134                          STATION RECOVERY (1939)
 HF1134
 HF1134'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1939 (ELF)
 HF1134'STATION, TWO REFERENCE MARKS AND AZIMUTH MARK RECOVERED AS
 HF1134'DESCRIBED, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1175 ***********************************************************************
 KF1175  DESIGNATION -  BREMEN
 KF1175  PID         -  KF1175
 KF1175  STATE/COUNTY-  KS/MARSHALL
 KF1175  USGS QUAD   -  HANOVER EAST (1983)
 KF1175
 KF1175                         *CURRENT SURVEY CONTROL
 KF1175  ___________________________________________________________________
 KF1175* NAD 83(1997)-  39 56 01.69337(N)    096 46 05.49084(W)     ADJUSTED  
 KF1175* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 KF1175  ___________________________________________________________________
 KF1175  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 KF1175  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 KF1175
 KF1175  HORZ ORDER  -  SECOND
 KF1175
 KF1175.The horizontal coordinates were established by classical geodetic methods
 KF1175.and adjusted by the National Geodetic Survey in October 1998..
 KF1175
 KF1175.The orthometric height was scaled from a topographic map.
 KF1175
 KF1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1175
 KF1175.The geoid height was determined by GEOID03.
 KF1175
 KF1175;                    North         East     Units Scale Factor Converg.
 KF1175;SPC KS N     -   178,395.672   505,290.035   MT  1.00002788   +0 46 45.8
 KF1175;SPC NE       -    16,318.597   776,186.979   MT  1.00003056   +2 08 30.2
 KF1175;UTM  14      - 4,422,794.864   690,698.886   MT  1.00004771   +1 25 58.9
 KF1175
 KF1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1175!SPC KS N     -   0.99993918  x   1.00002788  =   0.99996705
 KF1175!SPC NE       -   0.99993918  x   1.00003056  =   0.99996973
 KF1175!UTM  14      -   0.99993918  x   1.00004771  =   0.99998688
 KF1175
 KF1175:                Primary Azimuth Mark                     Grid Az
 KF1175:SPC KS N     -  BETHLEHEM EVAN LUTH CH SPIRE             014 11 08.1
 KF1175:SPC NE       -  BETHLEHEM EVAN LUTH CH SPIRE             012 49 23.7
 KF1175:UTM  14      -  BETHLEHEM EVAN LUTH CH SPIRE             013 31 55.0
 KF1175
 KF1175|---------------------------------------------------------------------|
 KF1175| PID    Reference Object                     Distance      Geod. Az  |
 KF1175|                                                           dddmmss.s |
 KF1175| KF1143 BETHLEHEM EVAN LUTH CH SPIRE        APPROX. 6.1 KM 0145753.9 |
 KF1175| KF1144 HERKIMER LUTHERAN CHURCH SPIRE      APPROX. 6.5 KM 1354637.0 |
 KF1175| CL6948 BREMEN RM 1                          31.272 METERS 20219     |
 KF1175| KF1176 BREMEN ST IMMANUELS LUTH CH          50.611 METERS 23045     |
 KF1175| KF1174 TRINITY LUTHERAN CHURCH SPIRE       APPROX. 6.4 KM 2952236.5 |
 KF1175| CL6949 BREMEN RM 2                          64.023 METERS 30851     |
 KF1175| KF1170 LANHAM ST JOHNS EVAN LUTH CH        APPROX.11.6 KM 3090544.3 |
 KF1175| LG1075 ODELL MUNICIPAL TANK                APPROX.13.8 KM 3465944.7 |
 KF1175| CL6947 BREMEN AZ MK                                       3503946.3 |
 KF1175|---------------------------------------------------------------------|
 KF1175
 KF1175                          SUPERSEDED SURVEY CONTROL
 KF1175
 KF1175  NAD 83(1997)-  39 56 01.69387(N)    096 46 05.49060(W) AD(       ) 2
 KF1175  NAD 83(1986)-  39 56 01.69891(N)    096 46 05.48743(W) AD(       ) 2
 KF1175  NAD 27      -  39 56 01.68600(N)    096 46 04.39600(W) AD(       ) 2
 KF1175
 KF1175.Superseded values are not recommended for survey control.
 KF1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1175.See file dsdata.txt to determine how the superseded data were derived.
 KF1175
 KF1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK9069922795(NAD 83)
 KF1175_MARKER: DS = TRIANGULATION STATION DISK
 KF1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1175
 KF1175  HISTORY     - Date     Condition        Report By
 KF1175  HISTORY     - 1947     MONUMENTED       CGS
 KF1175  HISTORY     - 1960     GOOD             CGS
 KF1175  HISTORY     - 1965     GOOD             CGS
 KF1175  HISTORY     - 1967     GOOD             CGS
 KF1175
 KF1175                          STATION DESCRIPTION
 KF1175
 KF1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1175'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF MARYSVILLE
 KF1175'AND 2.5 MILES NORTH-NORTHEAST OF BREMEN, ON PROPERTY OWNED BY THE
 KF1175'THE IMMANUEL EVANGELICAL LUTHERAN CHURCH.  IT IS 100 FEET
 KF1175'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH AND 15 FEET
 KF1175'NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE.  IT IS STAMPED
 KF1175'BREMEN 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KF1175'
 KF1175'REFERENCE MARK NO. 1 IS 5 FEET EAST OF THE CHURCH AND 2 FEET
 KF1175'NORTHWEST OF A WELL.  IT IS A STANDARD DISK, STAMPED BREMEN NO 1
 KF1175'1947, SET IN A DRILL HOLE IN THE SIDEWALK.
 KF1175'
 KF1175'REFERENCE MARK NO. 2 IS 51 FEET EAST OF A NORTH-SOUTH GRAVELED
 KF1175'ROAD AND 4 FEET EAST OF A FENCE CORNER.  IT IS STAMPED BREMEN
 KF1175'NO 2 1947 AND PROJECTS 4 INCHES.
 KF1175'
 KF1175'THE AZIMUTH MARK IS 25 FEET WEST OF A NORTH-SOUTH GRAVELED ROAD,
 KF1175'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND 1.5 FEET SOUTH OF
 KF1175'A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 3 FEET.
 KF1175'IT IS STAMPED BREMEN 1947 AND PROJECTS 5 INCHES.
 KF1175'
 KF1175'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36
 KF1175'AND 77 IN THE EAST EDGE OF MARYSVILLE, GO WEST ON U.S. HIGHWAY
 KF1175'36 FOR 6.7 MILES TO A CROSSROAD.  TURN RIGHT, NORTH, AND GO
 KF1175'6.4 MILES TO THE CHURCH AND STATION ON THE RIGHT AS DESCRIBED.
 KF1175'
 KF1175'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 KF1175'GRAVELED ROAD FOR 0.3 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 KF1175'
 KF1175'A 74 FOOT SIGNAL AT ST PAUL IS VISIBLE AT 64 FEET.
 KF1175'
 KF1175'A 4 FOOT SIGNAL AT HANOVER IS VISIBLE AT 50 FEET.
 KF1175'
 KF1175'A 74 FOOT SIGNAL AT FAIRFIELD IS VISIBLE AT 37 FEET.
 KF1175'
 KF1175'A 74 FOOT SIGNAL AT ODELL IS VISIBLE AT 20 FEET.
 KF1175'
 KF1175'A 74 FOOT SIGNAL AT HORSESHOE IS VISIBLE AT 20 FEET.
 KF1175'
 KF1175'A 74 FOOT SIGNAL AT HULL IS VISIBLE AT 20 FEET.
 KF1175'
 KF1175'A 74 FOOT SIGNAL AT HERKIMER IS VISIBLE AT 20 FEET.
 KF1175'
 KF1175'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1175
 KF1175                          STATION RECOVERY (1960)
 KF1175
 KF1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 KF1175'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF1175'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS 2.5 FEET EAST OF
 KF1175'A NEW STEEL WITNESS POST.  OTHERWISE, THE DESCRIPTION IS ADEQUATE.
 KF1175
 KF1175                          STATION RECOVERY (1965)
 KF1175
 KF1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1175'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 KF1175'ALL RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KF1175'A METAL WITNESS POST WAS SET 3 FEET WEST AND IN THE FENCE LINE
 KF1175'AT THE AZIMUTH MARK.
 KF1175
 KF1175                          STATION RECOVERY (1967)
 KF1175
 KF1175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KF1175'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KF1175'CONDITION.  AT THE REQUEST OF THE CHURCH TRUSTEES THE STATION MARKS
 KF1175'WERE LOWERED.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS CHECKED
 KF1175'BUT THE DISTANCES TO THE MARKS DID NOT CHECK.
 KF1175'
 KF1175'FOLLOWING IS A NEW DESCRIPTION.
 KF1175'
 KF1175'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 KF1175'77 IN MARYSVILLE, GO WEST ON U.S. HIGHWAY 36 FOR 6.5 MILES TO A
 KF1175'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 6.3
 KF1175'MILES TO THE IMMANUEL EVANGELICAL LUTHERAN CHURCH AND THE STATION
 KF1175'ON THE RIGHT.  (CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE
 KF1175'TO THE AZIMUTH MARK ON THE LEFT.)
 KF1175'
 KF1175'STATION MARKS ARE STANDARD DISKS STAMPED BREMEN 1947 1967.  THE
 KF1175'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KF1175'IS 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 100 FEET
 KF1175'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 76 FEET
 KF1175'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SCHOOL, 64 FEET
 KF1175'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 63 FEET
 KF1175'NORTHWEST OF THE NORTHWEST CORNER OF A NEW GARAGE, AND 10 FEET
 KF1175'EAST OF THE EAST EDGE OF A SIDEWALK.  THE UNDERGROUND DISK
 KF1175'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 KF1175'SURFACE OF THE GROUND.
 KF1175'
 KF1175'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BREMEN NO. 1 1947,
 KF1175'IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK.  IT IS 8 FEET
 KF1175'SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 5 FEET EAST
 KF1175'OF EAST SIDE OF THE CHURCH, 2 FEET NORTHWEST OF A WELL, AND SET
 KF1175'FLUSH WITH THE SIDEWALK.
 KF1175'
 KF1175'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BREMEN NO. 2 1947,
 KF1175'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 KF1175'INCHES.  IT IS 56 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 KF1175'OF A PORCH, 51 FEET EAST OF THE CENTER OF ROAD, AND 1 FOOT WEST
 KF1175'OF THE SOUTHWEST CORNER OF A FLOWER BED.
 KF1175'
 KF1175'AZIMUTH MARK, A STANDARD DISK STAMPED BREMEN 1947, IS SET IN
 KF1175'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 KF1175'25 FEET WEST OF THE CENTER OF ROAD, AND 2.5 FEET EAST OF A METAL
 KF1175'WITNESS POST SET IN A NORTH-SOUTH FENCE.
 KF1175'
 KF1175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES NNE
 KF1175'OF BREMEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1176 ***********************************************************************
 KF1176  DESIGNATION -  BREMEN ST IMMANUELS LUTH CH
 KF1176  PID         -  KF1176
 KF1176  STATE/COUNTY-  KS/MARSHALL
 KF1176  USGS QUAD   -  HANOVER EAST (1983)
 KF1176
 KF1176                         *CURRENT SURVEY CONTROL
 KF1176  ___________________________________________________________________
 KF1176* NAD 83(1997)-  39 56 00.65505(N)    096 46 07.14143(W)     ADJUSTED  
 KF1176* NAVD 88     -                                                        
 KF1176  ___________________________________________________________________
 KF1176  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 KF1176  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 KF1176
 KF1176  HORZ ORDER  -  THIRD
 KF1176
 KF1176.The horizontal coordinates were established by classical geodetic methods
 KF1176.and adjusted by the National Geodetic Survey in October 1998..
 KF1176
 KF1176
 KF1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1176
 KF1176.The geoid height was determined by GEOID03.
 KF1176
 KF1176;                    North         East     Units Scale Factor Converg.
 KF1176;SPC KS N     -   178,363.117   505,251.283   MT  1.00002782   +0 46 44.7
 KF1176;SPC NE       -    16,285.129   776,149.011   MT  1.00003070   +2 08 29.1
 KF1176;UTM  14      - 4,422,761.868   690,660.507   MT  1.00004753   +1 25 57.8
 KF1176
 KF1176                          SUPERSEDED SURVEY CONTROL
 KF1176
 KF1176  NAD 83(1997)-  39 56 00.65559(N)    096 46 07.14112(W) AD(       ) 4
 KF1176  NAD 83(1986)-  39 56 00.66040(N)    096 46 07.13693(W) AD(       ) 4
 KF1176  NAD 27      -  39 56 00.65000(N)    096 46 06.04300(W) AD(       ) 3
 KF1176
 KF1176.Superseded values are not recommended for survey control.
 KF1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1176.See file dsdata.txt to determine how the superseded data were derived.
 KF1176
 KF1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK9066122762(NAD 83)
 KF1176_MARKER: 90 = CHURCH SPIRE
 KF1176
 KF1176  HISTORY     - Date     Condition        Report By
 KF1176  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1176  HISTORY     - 1965     MARK NOT FOUND   CGS
 KF1176
 KF1176                          STATION DESCRIPTION
 KF1176
 KF1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1176'LOCATED NEAR THE CENTER OF THE VILLAGE OF BREMEN, 170 FEET SOUTHEAST
 KF1176'OF THE CENTER OF A CROSSROAD AND 100 FEET EAST OF THE CENTER OF A
 KF1176'GRAVELED ROAD.
 KF1176'
 KF1176'SPIRE IS ATOP A BELFRY AND HAS A CROSS AT ITS APEX, THE OVERALL
 KF1176'HEIGHT IS ABOUT 100 FEET.
 KF1176'
 KF1176'POINT OBSERVED WAS A CROSS AT THE APEX OF THE SPIRE.
 KF1176
 KF1176                          STATION RECOVERY (1965)
 KF1176
 KF1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1176'NOT RECOVERED, VERIFIED BY THE LOCAL CITIZENS THAT THERE WAS
 KF1176'NEVER A CHURCH IN THE VILLAGE OF BREMEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0668 ***********************************************************************
 KH0668  DESIGNATION -  BREWSTER
 KH0668  PID         -  KH0668
 KH0668  STATE/COUNTY-  KS/THOMAS
 KH0668  USGS QUAD   -  BREWSTER (1974)
 KH0668
 KH0668                         *CURRENT SURVEY CONTROL
 KH0668  ___________________________________________________________________
 KH0668* NAD 83(1997)-  39 21 59.57106(N)    101 22 36.36597(W)     ADJUSTED  
 KH0668* NAVD 88     -      1045.35   (+/-2cm)    3429.6    (feet)  VERTCON   
 KH0668  ___________________________________________________________________
 KH0668  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 KH0668  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KH0668
 KH0668  HORZ ORDER  -  SECOND
 KH0668  VERT ORDER  -  THIRD ? (See Below)
 KH0668
 KH0668.The horizontal coordinates were established by classical geodetic methods
 KH0668.and adjusted by the National Geodetic Survey in October 1998..
 KH0668
 KH0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0668.The vertical order pertains to the NGVD 29 superseded value.
 KH0668
 KH0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0668
 KH0668.The geoid height was determined by GEOID03.
 KH0668
 KH0668;                    North         East     Units Scale Factor Converg.
 KH0668;SPC KS N     -   120,124.006   109,077.359   MT  0.99995889   -2 08 11.5
 KH0668;UTM  14      - 4,360,148.580   295,245.964   MT  1.00011622   -1 30 29.0
 KH0668
 KH0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0668!SPC KS N     -   0.99983980  x   0.99995889  =   0.99979870
 KH0668!UTM  14      -   0.99983980  x   1.00011622  =   0.99995601
 KH0668
 KH0668:                Primary Azimuth Mark                     Grid Az
 KH0668:SPC KS N     -  ERWIN                                    043 25 50.9
 KH0668:UTM  14      -  ERWIN                                    042 48 08.4
 KH0668
 KH0668|---------------------------------------------------------------------|
 KH0668| PID    Reference Object                     Distance      Geod. Az  |
 KH0668|                                                           dddmmss.s |
 KH0668| KH0649 ERWIN                               APPROX.17.7 KM 0411739.4 |
 KH0668| KH0650 LEVANT HBS GRAIN CO ELEVATOR        APPROX.15.8 KM 0815555.3 |
 KH0668| CP7528 BREWSTER AZ MK                                     0871856.2 |
 KH0668| CP7529 BREWSTER RM 1                        21.365 METERS 19808     |
 KH0668| KH0669 BREWSTER MUNICIPAL TANK             125.213 METERS 24720     |
 KH0668| CP6649 BREWSTER RM 2                        26.210 METERS 28355     |
 KH0668|---------------------------------------------------------------------|
 KH0668
 KH0668                          SUPERSEDED SURVEY CONTROL
 KH0668
 KH0668  NAD 83(1986)-  39 21 59.57189(N)    101 22 36.36718(W) AD(       ) 2
 KH0668  NAD 27      -  39 21 59.56500(N)    101 22 34.78100(W) AD(       ) 2
 KH0668  NGVD 29 (07/19/86) 1044.94   (m)         3428.3    (f) LEVELING    3  
 KH0668
 KH0668.Superseded values are not recommended for survey control.
 KH0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0668.See file dsdata.txt to determine how the superseded data were derived.
 KH0668
 KH0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ9524660149(NAD 83)
 KH0668_MARKER: DS = TRIANGULATION STATION DISK
 KH0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0668
 KH0668  HISTORY     - Date     Condition        Report By
 KH0668  HISTORY     - 1951     MONUMENTED       CGS
 KH0668  HISTORY     - 1974     GOOD             USAF
 KH0668
 KH0668                          STATION DESCRIPTION
 KH0668
 KH0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0668'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE SCHOOL
 KH0668'YARD, 55 FEET SOUTH OF COUNTY ROAD 388, AND 51 FEET EAST OF
 KH0668'MAIN STREET.  IT IS SET FLUSH AND IS STAMPED BREWSTER 1951.
 KH0668'
 KH0668'*REFERENCE MARK NO. 1 IS SET IN THE CURBING ON THE EAST SIDE
 KH0668'OF THE STREET, 30 FEET EAST OF THE CENTER OF MAIN STREET.
 KH0668'IT IS STAMPED BREWSTER 1951 NO 1.
 KH0668'
 KH0668'**REFERENCE MARK NO. 2 IS SET IN THE CURBING ON THE WEST SIDE
 KH0668'OF THE STREET, 35 FEET OF CENTER OF COUNTY ROAD 388, 30 FEET
 KH0668'WEST OF CENTER OF MAIN STREET, AND 6 FEET SOUTHEAST OF HIGHLINE
 KH0668'POLE.  IT IS STAMPED BREWSTER 1951 NO 2.
 KH0668'
 KH0668'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 106.8 FEET.
 KH0668'
 KH0668'THE AZIMUTH MARK IS 32 FEET NORTH OF CENTER OF COUNTY ROAD 388,
 KH0668'AND 1 FOOT WEST OF TELEPHONE POLE NO. E 121 684.  IT PROJECTS
 KH0668'4 INCHES AND IS STAMPED BREWSTER 1951.
 KH0668'
 KH0668'TO REACH THE STATION FROM THE POST OFFICE IN BREWSTER GO NORTH
 KH0668'ON MAIN STREET FOR 0.25 MILE TO THE STATION ON THE RIGHT AS
 KH0668'DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 KH0668'EAST ON COUNTY ROAD 388, JUST NORTH OF THE STATION, FOR 0.4
 KH0668'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KH0668
 KH0668                          STATION RECOVERY (1974)
 KH0668
 KH0668'RECOVERY NOTE BY US AIR FORCE 1974
 KH0668'STATION AND BOTH R.M.S WERE RECOVERED IN GOOD CONDITION AS
 KH0668'DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND, AND IS POSSIBLY
 KH0668'DESTROYED.
 KH0668'
 KH0668'THE 1951 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0669 ***********************************************************************
 KH0669  DESIGNATION -  BREWSTER MUNICIPAL TANK
 KH0669  PID         -  KH0669
 KH0669  STATE/COUNTY-  KS/THOMAS
 KH0669  USGS QUAD   -  BREWSTER (1974)
 KH0669
 KH0669                         *CURRENT SURVEY CONTROL
 KH0669  ___________________________________________________________________
 KH0669* NAD 83(1997)-  39 21 58.00643(N)    101 22 41.19265(W)     ADJUSTED  
 KH0669* NAVD 88     -                                                        
 KH0669  ___________________________________________________________________
 KH0669  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KH0669  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 KH0669
 KH0669  HORZ ORDER  -  THIRD
 KH0669
 KH0669.The horizontal coordinates were established by classical geodetic methods
 KH0669.and adjusted by the National Geodetic Survey in October 1998..
 KH0669
 KH0669
 KH0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0669
 KH0669.The geoid height was determined by GEOID03.
 KH0669
 KH0669;                    North         East     Units Scale Factor Converg.
 KH0669;SPC KS N     -   120,080.097   108,960.103   MT  0.99995887   -2 08 14.6
 KH0669;UTM  14      - 4,360,103.380   295,129.178   MT  1.00011680   -1 30 32.0
 KH0669
 KH0669                          SUPERSEDED SURVEY CONTROL
 KH0669
 KH0669  NAD 83(1986)-  39 21 58.00717(N)    101 22 41.19351(W) AD(       ) 4
 KH0669  NAD 27      -  39 21 58.00000(N)    101 22 39.61000(W) AD(       ) 3
 KH0669
 KH0669.Superseded values are not recommended for survey control.
 KH0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0669.See file dsdata.txt to determine how the superseded data were derived.
 KH0669
 KH0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ9512960103(NAD 83)
 KH0669_MARKER: 53 = ELEVATED TANK
 KH0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0669+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KH0669
 KH0669  HISTORY     - Date     Condition        Report By
 KH0669  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0669  HISTORY     - 20030712 GOOD             USPSQD
 KH0669
 KH0669                          STATION DESCRIPTION
 KH0669
 KH0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0669'THE STATION IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE
 KH0669'TANK PROPER AND HAS A CONICAL ROOF WITH A BALL AT THE APEX.  IT
 KH0669'IS PAINTED SILVER AND HAS BREWSTER PAINTED IN BLACK ON THE NORTH
 KH0669'AND SOUTH SIDES.  IT HAS AN OVER-ALL HEIGHT OF 130.0 FEET.
 KH0669'
 KH0669'IT IS LOCATED IN THE NORTHWEST CORNER OF BREWSTER, 90.0 FEET
 KH0669'NORTH OF THE CENTER OF A GRAVELED STREET AND 60.0 FEET EAST OF THE
 KH0669'CENTER OF A GRAVELED STREET.
 KH0669'
 KH0669'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 KH0669
 KH0669                          STATION RECOVERY (2003)
 KH0669
 KH0669'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KH0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0711 ***********************************************************************
 JH0711  DESIGNATION -  BREY
 JH0711  PID         -  JH0711
 JH0711  STATE/COUNTY-  KS/FINNEY
 JH0711  USGS QUAD   -  AMY SW (1974)
 JH0711
 JH0711                         *CURRENT SURVEY CONTROL
 JH0711  ___________________________________________________________________
 JH0711* NAD 83(1997)-  38 15 51.21465(N)    100 43 50.40952(W)     ADJUSTED  
 JH0711* NAVD 88     -       891.     (meters)    2923.     (feet)  SCALED    
 JH0711  ___________________________________________________________________
 JH0711  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 JH0711  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 JH0711
 JH0711  HORZ ORDER  -  SECOND
 JH0711
 JH0711.The horizontal coordinates were established by classical geodetic methods
 JH0711.and adjusted by the National Geodetic Survey in October 1998..
 JH0711
 JH0711.The orthometric height was scaled from a topographic map.
 JH0711
 JH0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0711
 JH0711.The geoid height was determined by GEOID03.
 JH0711
 JH0711;                    North         East     Units Scale Factor Converg.
 JH0711;SPC KS S     -   579,642.325   204,807.458   MT  0.99995417   -1 22 14.9
 JH0711;UTM  14      - 4,236,548.499   348,593.244   MT  0.99988233   -1 04 19.2
 JH0711
 JH0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0711!SPC KS S     -   0.99986411  x   0.99995417  =   0.99981828
 JH0711!UTM  14      -   0.99986411  x   0.99988233  =   0.99974645
 JH0711
 JH0711:                Primary Azimuth Mark                     Grid Az
 JH0711:SPC KS S     -  ELYTE RESET                              005 37 21.8
 JH0711:UTM  14      -  ELYTE RESET                              005 19 26.1
 JH0711
 JH0711|---------------------------------------------------------------------|
 JH0711| PID    Reference Object                     Distance      Geod. Az  |
 JH0711|                                                           dddmmss.s |
 JH0711| JH0710 ELYTE RESET                         APPROX.10.4 KM 0041506.9 |
 JH0711| CK9035 BREY RM 1                            31.265 METERS 09007     |
 JH0711| CK9036 BREY RM 2                            35.693 METERS 27038     |
 JH0711|---------------------------------------------------------------------|
 JH0711
 JH0711                          SUPERSEDED SURVEY CONTROL
 JH0711
 JH0711  NAD 83(1986)-  38 15 51.21813(N)    100 43 50.40842(W) AD(       ) 2
 JH0711  NAD 27      -  38 15 51.14365(N)    100 43 48.86310(W) AD(       ) 2
 JH0711
 JH0711.Superseded values are not recommended for survey control.
 JH0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0711.See file dsdata.txt to determine how the superseded data were derived.
 JH0711
 JH0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH4859336548(NAD 83)
 JH0711_MARKER: DS = TRIANGULATION STATION DISK
 JH0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0711
 JH0711  HISTORY     - Date     Condition        Report By
 JH0711  HISTORY     - 1963     MONUMENTED       CGS
 JH0711
 JH0711                          STATION DESCRIPTION
 JH0711
 JH0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0711'THE STATION IS 18 MILES SOUTHEAST OF SCOTT CITY, 10 MILES EAST OF
 JH0711'FRIEND, ON THE NORTH CENTRAL EDGE OF SECTION 4, T 21 N, R 31 W, AND
 JH0711'ON THE SOUTH RIGHT-OF-WAY OF A COUNTY LINE ROAD.
 JH0711'
 JH0711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 156 AND 50
 JH0711'BY-PASS ON THE EAST EDGE OF GARDEN CITY, GO NORTHEAST ON HIGHWAY 156
 JH0711'FOR 6.3 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A DIRT
 JH0711'ROAD FOR 9.15 MILES TO A CROSSROAD.  CONTINUE NORTH ON THE DIRT
 JH0711'ROAD FOR 6.9 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO EAST ON
 JH0711'A DIRT ROAD FOR 1.5 MILES TO THE TOP OF A HILL AND THE STATION ON
 JH0711'THE RIGHT.
 JH0711'
 JH0711'STATION MARKS ARE STANDARD DISKS STAMPED BREY 1963.  THE SURFACE DISK
 JH0711'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 JH0711'45.5 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 2 FEET EAST OF A
 JH0711'METAL WITNESS POST, AND 1 FOOT NORTH OF A FENCE.  THE UNDERGROUND
 JH0711'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE
 JH0711'SURFACE OF THE GROUND.
 JH0711'
 JH0711'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BREY NO 1 1963, IS SET
 JH0711'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 104.5 FEET
 JH0711'EAST OF THE METAL WITNESS POST, 44 FEET SOUTH OF THE CENTER OF THE
 JH0711'DIRT ROAD, AND 1.5 FEET NORTH OF THE FENCE.
 JH0711'
 JH0711'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BREY NO 2 1963, IS SET
 JH0711'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 115 FEET
 JH0711'WEST OF THE METAL WITNESS POST, 45 FEET SOUTH OF THE CENTER OF THE
 JH0711'DIRT ROAD, AND 1.5 FEET NORTH OF THE FENCE.
 JH0711'
 JH0711'NOTE--STATION ELYTE IS VISIBLE FROM THE GROUND AND MAY BE USED AS THE
 JH0711'AZIMUTH MARK.
 JH0711'REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0711'
 JH0711'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1377 ***********************************************************************
 JE1377  DESIGNATION -  BRIDGE
 JE1377  PID         -  JE1377
 JE1377  STATE/COUNTY-  KS/JOHNSON
 JE1377  USGS QUAD   -  OLATHE (1991)
 JE1377
 JE1377                         *CURRENT SURVEY CONTROL
 JE1377  ___________________________________________________________________
 JE1377* NAD 83(1986)-  38 53 02.     (N)    094 47 32.     (W)     SCALED    
 JE1377* NAVD 88     -       328.507  (meters)    1077.78   (feet)  ADJUSTED  
 JE1377  ___________________________________________________________________
 JE1377  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JE1377  DYNAMIC HT  -         328.286 (meters)    1077.05  (feet)  COMP
 JE1377  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 JE1377
 JE1377  VERT ORDER  -  SECOND    CLASS 0
 JE1377
 JE1377.The horizontal coordinates were scaled from a topographic map and have
 JE1377.an estimated accuracy of +/- 6 seconds.
 JE1377
 JE1377.The orthometric height was determined by differential leveling
 JE1377.and adjusted by the National Geodetic Survey in June 1991..
 JE1377
 JE1377.The geoid height was determined by GEOID03.
 JE1377
 JE1377.The dynamic height is computed by dividing the NAVD 88
 JE1377.geopotential number by the normal gravity value computed on the
 JE1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1377.degrees latitude (g = 980.6199 gals.).
 JE1377
 JE1377.The modeled gravity was interpolated from observed gravity values.
 JE1377
 JE1377;                    North         East    Units  Estimated Accuracy
 JE1377;SPC KS N     -    66,050.      678,270.      MT  (+/- 180 meters Scaled)
 JE1377
 JE1377                          SUPERSEDED SURVEY CONTROL
 JE1377
 JE1377  NGVD 29 (??/??/92)  328.382  (m)         1077.37   (f) ADJ UNCH    2 0
 JE1377
 JE1377.Superseded values are not recommended for survey control.
 JE1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1377.See file dsdata.txt to determine how the superseded data were derived.
 JE1377
 JE1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD445054(NAD 83)
 JE1377_MARKER: DD = SURVEY DISK
 JE1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1377_STAMPING: BRIDGE 1974
 JE1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1377+STABILITY: SURFACE MOTION
 JE1377
 JE1377  HISTORY     - Date     Condition        Report By
 JE1377  HISTORY     - 1974     MONUMENTED       DOD
 JE1377  HISTORY     - 1974     GOOD             NGS
 JE1377
 JE1377                          STATION DESCRIPTION
 JE1377
 JE1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1377'IN OLATHE.
 JE1377'AT THE EAST EDGE OF OLATHE, ABOUT 2.5 MILES NORTH ALONG INTERSTATE
 JE1377'HIGHWAY 35 FROM ITS JUNCTION WITH US HIGHWAY 169 AND STATE HIGHWAY 7
 JE1377'AT THE SOUTH EDGE OF OLATHE, AT THE JUNCTION OF INTERSTATE HIGHWAY 35
 JE1377'AND STATE HIGHWAY 150, 45 FEET WEST OF THE THE NORTHWEST CORNER OF THE
 JE1377'OVERPASS, 32 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF
 JE1377'STATE HIGHWAY 150, 5 FEET EAST OF THE WEST END OF A METAL GUARD RAIL
 JE1377'AND 3 FEET EAST OF A METAL WITNESS SIGN.  SET IN THE TOP OF A CONCRETE
 JE1377'POST FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH STATE HIGHWAY 150.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1231 ***********************************************************************
 HF1231  DESIGNATION -  BRIDGE
 HF1231  PID         -  HF1231
 HF1231  STATE/COUNTY-  KS/SEDGWICK
 HF1231  USGS QUAD   -  DERBY (1982)
 HF1231
 HF1231                         *CURRENT SURVEY CONTROL
 HF1231  ___________________________________________________________________
 HF1231* NAD 83(1997)-  37 34 43.32940(N)    097 19 34.99425(W)     ADJUSTED  
 HF1231* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 HF1231  ___________________________________________________________________
 HF1231  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HF1231  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 HF1231
 HF1231  HORZ ORDER  -  THIRD
 HF1231
 HF1231.The horizontal coordinates were established by classical geodetic methods
 HF1231.and adjusted by the National Geodetic Survey in October 1998..
 HF1231
 HF1231.The orthometric height was scaled from a topographic map.
 HF1231
 HF1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1231
 HF1231.The geoid height was determined by GEOID03.
 HF1231
 HF1231;                    North         East     Units Scale Factor Converg.
 HF1231;SPC KS S     -   501,874.366   503,660.629   MT  0.99995331   +0 43 16.4
 HF1231;UTM  14      - 4,160,389.355   647,780.786   MT  0.99986901   +1 01 15.0
 HF1231
 HF1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1231!SPC KS S     -   0.99994408  x   0.99995331  =   0.99989739
 HF1231!UTM  14      -   0.99994408  x   0.99986901  =   0.99981310
 HF1231
 HF1231|---------------------------------------------------------------------|
 HF1231| PID    Reference Object                     Distance      Geod. Az  |
 HF1231|                                                           dddmmss.s |
 HF1231| AI1346 BRIDGE RM 1                          41.532 METERS 05930     |
 HF1231| AI1348 BRIDGE RM 3                          10.278 METERS 13200     |
 HF1231| AI1349 BRIDGE AZ MK                                       2323424.9 |
 HF1231| HF1234 HAYSVILLE MUNICIPAL TANK            APPROX. 2.9 KM 2324142.1 |
 HF1231| AI1347 BRIDGE RM 2                          25.296 METERS 29547     |
 HF1231|---------------------------------------------------------------------|
 HF1231
 HF1231                          SUPERSEDED SURVEY CONTROL
 HF1231
 HF1231  NAD 83(1997)-  37 34 43.33550(N)    097 19 34.99028(W) AD(       ) 3
 HF1231  NAD 83(1986)-  37 34 43.34078(N)    097 19 34.98954(W) AD(       ) 3
 HF1231  NAD 27      -  37 34 43.28136(N)    097 19 33.82351(W) AD(       ) 3
 HF1231
 HF1231.Superseded values are not recommended for survey control.
 HF1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1231.See file dsdata.txt to determine how the superseded data were derived.
 HF1231
 HF1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4778160389(NAD 83)
 HF1231_MARKER: DS = TRIANGULATION STATION DISK
 HF1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1231_STAMPING: BRIDGE 1957
 HF1231_MARK LOGO: CGS   
 HF1231_PROJECTION: RECESSED 30 CENTIMETERS
 HF1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1231+STABILITY: SURFACE MOTION
 HF1231
 HF1231  HISTORY     - Date     Condition        Report By
 HF1231  HISTORY     - 1957     MONUMENTED       CGS
 HF1231  HISTORY     - 1972     GOOD             NGS
 HF1231  HISTORY     - 19720406 GOOD             NGS
 HF1231
 HF1231                          STATION DESCRIPTION
 HF1231
 HF1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1231'STATION IS LOCATED, AIRLINE, ABOUT 1-3/4 MILES NORTHEAST OF
 HF1231'HAYSVILLE AND AT KANSAS TURNPIKE BRIDGE NO. 47.  THIS BRIDGE
 HF1231'IS OVER AN EAST-WEST SECTION LINE ROAD AND THE MIDLAND VALLEY
 HF1231'RAILROAD.
 HF1231'
 HF1231'STATION IS REACHED AS FOLLOWS- FROM THE TRAFFIC LIGHT ON U.S.
 HF1231'HIGHWAY 81 WHICH IS 1.0 MILE DIRECTLY EAST OF HAYSVILLE, GO NORTH
 HF1231'ON U.S. HIGHWAY 81 FOR 0.65 MILE TO THE NORTH END OF A CONCRETE
 HF1231'BRIDGE AND THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.35
 HF1231'MILE TO A CROSSROAD, TURN RIGHT, EAST, AND GO 0.35 MILE TO BRIDGE
 HF1231'NO. 47 AND THE STATION ON THE RIGHT SIDE OF THE ROAD.
 HF1231'
 HF1231'STATION MARK, STAMPED BRIDGE 1957, IS A STANDARD DISK SET IN
 HF1231'THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE
 HF1231'GROUND.  IT IS 100 FEET WEST OF THE BRIDGE, 60.2 FEET SOUTH
 HF1231'OF THE CENTERLINE OF THE EAST-WEST ROAD, 33.2 FEET NORTHEAST OF
 HF1231'A FENCE CORNER POST WHICH IS USED FOR A GATE POST AND 5.2 FEET
 HF1231'NORTH OF A WITNESS POST.
 HF1231'
 HF1231'REFERENCE MARK NUMBER 1, STAMPED BRIDGE NO 1 1957, IS A STANDARD
 HF1231'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1231'PROJECTS 6 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE
 HF1231'STATION.  IT IS 18 INCHES WEST OF THE SOUTHMOST COLUMN OF THE
 HF1231'WEST LANE BRIDGE.
 HF1231'
 HF1231'REFERENCE MARK NUMBER 2, STAMPED BRIDGE NO 2 1957, IS A STANDARD
 HF1231'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1231'PROJECTS 2 INCHES AND IS ABOUT 2 FEET HIGHER THAN THE STATION.
 HF1231'IT IS 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND DIRECTLY
 HF1231'UNDER A POWER LINE.
 HF1231'
 HF1231'AZIMUTH MARK, STAMPED BRIDGE 1957, IS A STANDARD DISK SET IN THE
 HF1231'TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 HF1231'IT IS 19.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 42.0 FEET
 HF1231'NORTH OF THE NORTHEAST END OF THE CONCRETE BRIDGE PROPER
 HF1231'AND 2.0 FEET WEST OF THE NORTH END OF THE GUARD RAIL.
 HF1231'
 HF1231'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HF1231
 HF1231                          STATION RECOVERY (1972)
 HF1231
 HF1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HF1231'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 HF1231'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 HF1231'FOUND LYING ON TOP OF THE GROUND BY A FENCE.  THE DISTANCE AND
 HF1231'DIRECTION TO REFERENCE MARK 1 COMPARE FAVORABLY WITH THE
 HF1231'PREVIOUS DATA.  THE ANGLE BETWEEN THE HAYSVILLE, TANK AND THE
 HF1231'AZIMUTH MARK CHECK THE PREVIOUS ANGLE.  REFERENCE MARK 3 WAS
 HF1231'ESTABLISHED THIS DATE.  THE DESCRIPTION OF THE ROUTE TO REACH
 HF1231'THE STATION IS ADEQUATE.  FOLLOWING ARE ADDITIONAL NOTES FOR
 HF1231'THE MARKS AND A DESCRIPTION FOR REFERENCE MARK 3.
 HF1231'
 HF1231'THE STATION MARK IS 136 FEET SOUTHWEST OF THE CONCRETE PIER
 HF1231'BY REFERENCE MARK 1, 49 FEET SOUTH OF THE CENTER OF A PAVED ROAD,
 HF1231'33 FEET NORTHEAST OF THE WEST END GATE POST AND CORNER FENCE
 HF1231'POST, 24 FEET NORTH OF A METAL WITNESS POST IN FENCE LINE AND
 HF1231'8 FEET EAST OF THE CENTER OF A TRACK ROAD AND THE MARK IS 6
 HF1231'INCHES BELOW THE GROUND SURFACE.
 HF1231'
 HF1231'REFERENCE MARK 1 PROJECTS 4 INCHES ABOVE THE GROUND SURFACE
 HF1231'AND IS 1.5 FEET WEST OF THE SOUTH MOST COLUMN OF CONCRETE PIERS
 HF1231'OF THE WEST BOUND LANE BRIDGE.
 HF1231'
 HF1231'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BRIDGE 1957 NO 3
 HF1231'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 HF1231'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 62 FEET SOUTH OF
 HF1231'THE CENTER OF THE PAVED ROAD, 28 FEET WEST OF THE EAST END GATE
 HF1231'POST, 2 FEET NORTHEAST OF THE METAL WITNESS POST AND 1 FOOT
 HF1231'NORTH OF THE RIGHT-OF-WAY FENCE.
 HF1231'
 HF1231'THE AZIMUTH MARK IS AS PREVIOUSLY DESCRIBED.
 HF1231'
 HF1231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-3/4 MILES
 HF1231'NORTHEAST OF HAYSVILLE.
 HF1231
 HF1231                          STATION RECOVERY (1972)
 HF1231
 HF1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CLN)
 HF1231'THE SURFACE STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK
 HF1231'WERE RECOVERED IN GOOD CONDITION.  DISTANCES AND DIRECTIONS AGREED
 HF1231'WITH 1972 DATA.  NEW REFERENCE MEASUREMENTS WERE TAKEN TO THE MARKS
 HF1231'AND THE ROUTING UPDATED TO INCLUDE STREET NAMES.  A NEW DESCRIPTION
 HF1231'FOLLOWS.  THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) NORTHEAST
 HF1231'HAYESVILLE, AT THE POINT WHERE EAST 63RD STREET PASSES UNDER THE
 HF1231'KANSAS TURNPIKE AND ON THE SOUTH RIGHT-OF-WAY OF EAST 63RD STREET,
 HF1231'ADJACENT TO THE CUMLEY SAND COMPANY AT 1001 EAST 63RD STREET.  TO
 HF1231'REACH THE STATION FROM THE INTERSECTION OF EAST GRAND AVENUE AND NORTH
 HF1231'BROADWAY (U.S HIGHWAY 81), GO NORTH ON NORTH BROADWAY FOR 1.05 KM
 HF1231'(0.65 MI) TO THE AZIMUTH MARK ON THE RIGHT, AT THE NORTH END OF A
 HF1231'BRIDGE OVER A CANAL.  CONTINUE NORTH FOR 0.56 KM (0.35 MI) TO THE EAST
 HF1231'63RD STREET.  TURN RIGHT AND GO EAST FOR 0.56 KM (0.35 MI) TO THE
 HF1231'OVERPASS BRIDGES OF THE TURNPIKE AND THE STATION ON THE RIGHT, JUST
 HF1231'WEST OF THE BRIDGES.  THE STATION IS A STANDARD CGS DISK
 HF1231'STAMPED,---BRIDGE 1957---, SET INTO THE TOP OF A SQUARE CONCRETE
 HF1231'MONUMENT, 12 INCHES (30 CM) ON SIDE, RECESSED 12 INCHES (30 CM) BELOW
 HF1231'THE GROUND.  THE STATION IS LOCATED 15.25 METERS (50.03 FT) SOUTH FROM
 HF1231'THE CENTERLINE OF EAST 63RD STREET, 41.54 METERS (136.29 FT) SOUTHWEST
 HF1231'FROM THE WEST COLUMN OF THE SOUTH SUPPORT OF WEST BRIDGE, 17.7 METERS
 HF1231'(58.1 FT) EAST FROM THE CENTERLINE OF THE ENTRANCE TO THE CUMLEY SAND
 HF1231'CO, 6.95 METERS (22.80 FT) NORTH FROM A WITNESS POST IN A FENCE LINE,
 HF1231'10.06 METERS (33.01 FT) NORTHEAST FROM THE SOUTH AND WEST FENCE CORNER
 HF1231'POST OF A JOG IN FENCE.  REFERENCE MARK 1, IS A STANDARD CGS DISK
 HF1231'STAMPED,---BRIDGE NO 1 1957---, SET INTO THE TOP OF A SQUARE CONCRETE
 HF1231'MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 4 INCHES (10 CM)
 HF1231'INCHES, 10 CM ABOVE THE GROUND.  THE STATION IS LOCATED 0.46 METERS
 HF1231'(1.51 FT) WEST FROM THE WEST COLUMN OF THE SOUTH SUPPORT OF WEST
 HF1231'BRIDGEAND 09 METERS (29.5 FT) LOWER THAN THE STATION. REFERENCE MARK
 HF1231'3, IS A STANDARD NGS DISK STAMPED,---BRIDGE 1957 NO 3 1972---, SET
 HF1231'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 HF1231'DIAMETER, FLUSH WITH THE GROUND.  THE STATION IS LOCATED 18.9 METERS
 HF1231'(62.0 FT) SOUTH FROM THE CENTERLINE OF 63RD STREET, 11.22 METERS
 HF1231'(36.81 FT) EAST FROM THE EAST CORNER POST OF A JOB IN A CHAIN LINK
 HF1231'FENCE, 0.62 METERS (2.03 FT) NORTHEAST FROM A WITNESS POST, 0.3 METERS
 HF1231'(1.0 FT) NORTH FROM THE RIGHT-OF-WAY FENCEAND 0.6 METERS (2.0 FT)
 HF1231'HIGHER THAN THE STATION.  AZIMUTH MARK 1, IS A STANDARD CGS DISK
 HF1231'STAMPED,---BRIDGE 1957---, SET INTO THE TOP OF A SQUARE CONCRETE
 HF1231'MONUMENT, 12 INCHES (30 CM) ON SIDE, RECESSED 2 INCHES (5 CM) BELOW
 HF1231'THE GROUND. THE STATION IS LOCATED 12.80 METERS (41.99 FT) NORTH FROM
 HF1231'THE NORTHEAST CORNER OF THE BRIDGE PROPER, 5.9 METERS (19.4 FT) EAST
 HF1231'FROM THE CENTERLINE OF THE HIGHWAY, 0.61 METERS (2.00 FT) WEST FROM
 HF1231'THE NORTH END OF THE GUARD RAIL OF THE BRIDGE FILL.  NOTE, THE
 HF1231'DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF LAND FILL
 HF1231'FOR SOUTH BRIDGE APPROACHES BLOCK THE SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2032 ***********************************************************************
 JE2032  DESIGNATION -  BRIDGE
 JE2032  PID         -  JE2032
 JE2032  STATE/COUNTY-  KS/JOHNSON
 JE2032  USGS QUAD   -  OLATHE (1991)
 JE2032
 JE2032                         *CURRENT SURVEY CONTROL
 JE2032  ___________________________________________________________________
 JE2032* NAD 83(1997)-  38 53 01.56150(N)    094 47 30.70536(W)     ADJUSTED  
 JE2032* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 JE2032  ___________________________________________________________________
 JE2032  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JE2032  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JE2032
 JE2032  HORZ ORDER  -  SECOND
 JE2032
 JE2032.The horizontal coordinates were established by classical geodetic methods
 JE2032.and adjusted by the National Geodetic Survey in October 1998..
 JE2032
 JE2032.The orthometric height was scaled from a topographic map.
 JE2032
 JE2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2032
 JE2032.The geoid height was determined by GEOID03.
 JE2032
 JE2032;                    North         East     Units Scale Factor Converg.
 JE2032;SPC KS N     -    66,034.177   678,298.961   MT  0.99997724   +2 01 47.4
 JE2032;UTM  15      - 4,305,404.092   344,580.510   MT  0.99989745   -1 07 30.2
 JE2032
 JE2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2032!SPC KS N     -   0.99995356  x   0.99997724  =   0.99993080
 JE2032!UTM  15      -   0.99995356  x   0.99989745  =   0.99985101
 JE2032
 JE2032                          SUPERSEDED SURVEY CONTROL
 JE2032
 JE2032  NAD 83(1986)-  38 53 01.56894(N)    094 47 30.70497(W) AD(       ) 2
 JE2032  NAD 27      -  38 53 01.54335(N)    094 47 29.84472(W) AD(       ) 2
 JE2032
 JE2032.Superseded values are not recommended for survey control.
 JE2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2032.See file dsdata.txt to determine how the superseded data were derived.
 JE2032
 JE2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4458105404(NAD 83)
 JE2032_MARKER: DD = SURVEY DISK
 JE2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2032_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE2032_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2032+STABILITY: SURFACE MOTION
 JE2032
 JE2032  HISTORY     - Date     Condition        Report By
 JE2032  HISTORY     - 1974     MONUMENTED       NGS
 JE2032  HISTORY     - 1980     MARK NOT FOUND   NGS
 JE2032
 JE2032                          STATION DESCRIPTION
 JE2032
 JE2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE2032'THE STATION IS A BRONZE DISK OF THE U.S. CORPS OF ENGINEERS, NOT
 JE2032'STAMPED, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST, THAT
 JE2032'PROJECTS 3 INCHES ABOVE THE GROUND.
 JE2032'
 JE2032'THE MARK IS IN THE EAST EDGE OF OLATHE, AT THE NORTHWEST END OF AN
 JE2032'OVERPASS OVER INTERSTATE HIGHWAY 35, ON HIGHWAY RIGHT-OF-WAY AND IN
 JE2032'THE SW 1/4 OF SEC 30, T 13 S, R 24 E.
 JE2032'
 JE2032'A DISTANCE WAS MEASURED FROM TRIANGULATION STATION DENNY, THE
 JE2032'DISTANCE BEING 121.00 FEET OR (36.881 METERS) EAST-SOUTHEAST OF
 JE2032'STATION DENNY.
 JE2032'
 JE2032'THE MARK IS 34.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 150, 8.0
 JE2032'FEET EAST OF A CONCRETE SPILLWAY AND 3.0 FEET EAST OF A WITNESS
 JE2032'POST.
 JE2032
 JE2032                          STATION RECOVERY (1980)
 JE2032
 JE2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JE2032'THE MARK DESCRIBED WAS NOT FOUND.  A U.S. CORPS OF ENGINEERS DISK,
 JE2032'STAMPED---BRIDGE 1974---SET IN THE TOP OF A ROUND CONCRETE POST
 JE2032'WAS FOUND, HOWEVER, THE DIRECTION FROM STATION--DENNY WAS 15 MINUTES,
 JE2032'39 SECONDS LARGER AND THE DISTANCE WAS 0.015 METER SHORTER.  1974
 JE2032'LEVELING DATA DESCRIBES THE MARK FOUND IN 1980 BUT THE ELEVATION IN
 JE2032'1980 WAS 0.034 METER HIGHER.  THE 1974 HORIZONTAL DATA MAY BE IN
 JE2032'ERROR AND THE MARK FOUND MAY BE THE SAME AS THE ONE POSITIONED IN
 JE2032'1974 BUT IT HAS BEEN DISTURBED IF THIS IS TRUE.  A SEPARATE
 JE2032'DESCRIPTION HAS BEEN FILED FOR BRIDGE USE WHICH WAS FOUND AT THIS
 JE2032'SITE IN 1980.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0552 ***********************************************************************
 HF0552  CBN         -  This is a Cooperative Base Network Control Station.
 HF0552  DESIGNATION -  BROADWAY
 HF0552  PID         -  HF0552
 HF0552  STATE/COUNTY-  KS/SEDGWICK
 HF0552  USGS QUAD   -  VALLEY CENTER (1982)
 HF0552
 HF0552                         *CURRENT SURVEY CONTROL
 HF0552  ___________________________________________________________________
 HF0552* NAD 83(1997)-  37 45 27.35815(N)    097 20 06.79536(W)     ADJUSTED  
 HF0552* NAVD 88     -       411.694  (meters)    1350.70   (feet)  ADJUSTED  
 HF0552  ___________________________________________________________________
 HF0552  X           -    -644,659.771 (meters)                     COMP
 HF0552  Y           -  -5,007,929.188 (meters)                     COMP
 HF0552  Z           -   3,884,441.966 (meters)                     COMP
 HF0552  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HF0552  ELLIP HEIGHT-         382.87  (meters)          (08/12/03) GPS OBS
 HF0552  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0552  DYNAMIC HT  -         411.372 (meters)    1349.64  (feet)  COMP
 HF0552  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 HF0552
 HF0552  HORZ ORDER  -  A
 HF0552  VERT ORDER  -  SECOND    CLASS 0
 HF0552  ELLP ORDER  -  FOURTH    CLASS I
 HF0552
 HF0552.The horizontal coordinates were established by GPS observations
 HF0552.and adjusted by the National Geodetic Survey in August 2003..
 HF0552
 HF0552.The orthometric height was determined by differential leveling
 HF0552.and adjusted by the National Geodetic Survey in June 1991..
 HF0552
 HF0552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF0552
 HF0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0552
 HF0552.The ellipsoidal height was determined by GPS observations
 HF0552.and is referenced to NAD 83.
 HF0552
 HF0552.The geoid height was determined by GEOID03.
 HF0552
 HF0552.The dynamic height is computed by dividing the NAVD 88
 HF0552.geopotential number by the normal gravity value computed on the
 HF0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0552.degrees latitude (g = 980.6199 gals.).
 HF0552
 HF0552.The modeled gravity was interpolated from observed gravity values.
 HF0552
 HF0552;                    North         East     Units Scale Factor Converg.
 HF0552;SPC KS S     -   521,717.756   502,632.392   MT  0.99993980   +0 42 56.8
 HF0552;UTM  14      - 4,180,225.492   646,648.164   MT  0.99986489   +1 01 10.4
 HF0552
 HF0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0552!SPC KS S     -   0.99993992  x   0.99993980  =   0.99987973
 HF0552!UTM  14      -   0.99993992  x   0.99986489  =   0.99980482
 HF0552
 HF0552|---------------------------------------------------------------------|
 HF0552| PID    Reference Object                     Distance      Geod. Az  |
 HF0552|                                                           dddmmss.s |
 HF0552| HF0554 BROADWAY RM 1                         7.547 METERS 00552     |
 HF0552| HF1270 WICHITA RAD STA KFDI MAST           451.058 METERS 0222912.0 |
 HF0552| HF1267 WICHITA TV STA KTVH MAST            APPROX. 2.9 KM 1054131.7 |
 HF0552| HF0553 BROADWAY RM 2                         6.884 METERS 18037     |
 HF0552| HF1230 WICHITA RAD STA KFDI FM MAST        APPROX. 2.9 KM 2094759.7 |
 HF0552| HF1272 WICHITA KG AND E TANK               APPROX. 1.7 KM 2985807.9 |
 HF0552|---------------------------------------------------------------------|
 HF0552
 HF0552                          SUPERSEDED SURVEY CONTROL
 HF0552
 HF0552  NAD 83(1997)-  37 45 27.35887(N)    097 20 06.78907(W) AD(       ) 1
 HF0552  NAD 83(1997)-  37 45 27.36660(N)    097 20 06.78570(W) AD(       ) 1
 HF0552  NAD 83(1986)-  37 45 27.37081(N)    097 20 06.78607(W) AD(       ) 1
 HF0552  NAD 27      -  37 45 27.32701(N)    097 20 05.61830(W) AD(       ) 1
 HF0552  NAVD 88 (08/12/03)  411.69   (m)         1350.7    (f) LEVELING    3  
 HF0552  NGVD 29 (??/??/92)  411.547  (m)         1350.22   (f) ADJ UNCH    2 0
 HF0552
 HF0552.Superseded values are not recommended for survey control.
 HF0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0552.See file dsdata.txt to determine how the superseded data were derived.
 HF0552
 HF0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4664880225(NAD 83)
 HF0552_MARKER: DH = HORIZONTAL CONTROL DISK
 HF0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0552_STAMPING: BROADWAY 1972
 HF0552_MARK LOGO: NGS   
 HF0552_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HF0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0552+STABILITY: SURFACE MOTION
 HF0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0552+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 HF0552
 HF0552  HISTORY     - Date     Condition        Report By
 HF0552  HISTORY     - 1972     MONUMENTED       NGS
 HF0552  HISTORY     - 1972     GOOD             NGS
 HF0552  HISTORY     - 20030610 GOOD             NGS
 HF0552
 HF0552                          STATION DESCRIPTION
 HF0552
 HF0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0552'THE STATION IS ABOUT 5 MILES NORTH OF THE CENTER OF WICHITA ON THE
 HF0552'WEST BOUNDARY OF SEC. 28, T 26 S, R 1 E AND ON THE RIGHT-OF-WAY OF
 HF0552'INTERSTATE HIGHWAY 235.
 HF0552'
 HF0552'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 81 AND
 HF0552'INTERSTATE HIGHWAY 235, GO EAST ON INTERSTATE HIGHWAY 235 FOR 0.1
 HF0552'MILE TO THE STATION ON THE LEFT IN THE HIGHWAY MEDIAN.
 HF0552'
 HF0552'STATION MARKS ARE STANDARD DISKS, STAMPED BROADWAY 1972.  THE SURFACE
 HF0552'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 HF0552'THAT IS FLUSH WITH THE GROUND.  IT IS 44.0 FEET SOUTH OF THE WEST
 HF0552'BOUND LANE OF THE HIGHWAY, 42.0 FEET NORTH OF THE EAST BOUND LANE
 HF0552'OF THE HIGHWAY AND 5.4 FEET NORTHWEST OF THE WITNESS POST.  THE
 HF0552'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HF0552'INCHES BELOW THE GROUND SURFACE.
 HF0552'
 HF0552'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROADWAY NO 1 1972,
 HF0552'CEMENTED IN A DRILL HOLE IN THE CONCRETE GUARD RAIL OF THE SOUTHEAST
 HF0552'END OF THE BRIDGE OF THE WEST BOUND LANE OF THE HIGHWAY.  IT IS
 HF0552'19.0 FEET SOUTH OF THE CENTER OF THE WEST BOUND LANE, 29.0 FEET
 HF0552'NORTH OF THE WITNESS POST AND 0.5 FOOT WEST OF THE SOUTHEAST
 HF0552'CORNER OF THE GUARD RAIL AND ABOUT 1 FOOT HIGHER THAN THE
 HF0552'STATION.
 HF0552'
 HF0552'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROADWAY NO 2 1972,
 HF0552'CEMENTED IN A DRILL HOLE IN THE CONCRETE GUARD RAIL OF THE NORTHEAST
 HF0552'END OF THE BRIDGE OF THE EAST BOUND LANE OF THE HIGHWAY.  IT IS
 HF0552'21.0 FEET NORTH OF THE CENTER OF THE EAST BOUND LANE, 19.0 FEET
 HF0552'SOUTH OF THE WITNESS POST AND 0.5 FOOT WEST OF THE NORTHEAST
 HF0552'CORNER OF THE GUARD RAIL AND ABOUT 1 FOOT HIGHER THAN THE
 HF0552'STATION.
 HF0552'
 HF0552'STATION PARK SERVES AS THE AZIMUTH MARK.
 HF0552'
 HF0552'NEAREST TOWN--WICHITA.
 HF0552'
 HF0552'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 HF0552
 HF0552                          STATION RECOVERY (1972)
 HF0552
 HF0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0552'AT WICHITA.
 HF0552'AT THE INTERSTATE HIGHWAY 235 OVERPASS OVER U.S. HIGHWAY 81 AT
 HF0552'THE NORTH EDGE OF WICHITA.  THE STATION IS LOCATED AT THE EAST
 HF0552'END OF THE OVERPASS IN THE MEDIAN.  IT IS 44.0 FEET SOUTH OF THE
 HF0552'WEST BOUND LANE OF THE HIGHWAY, 42.0 FEET NORTH OF THE EAST
 HF0552'BOUND LANE OF THE HIGHWAY, 24.76 FEET SOUTH OF RM 1, 22.58 FEET
 HF0552'NORTH OF RM 2, 5.4 FEET NORTHWEST OF THE WITNESS POST AND SET IN
 HF0552'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 28,
 HF0552'T 26 S, R 1 E.
 HF0552
 HF0552                          STATION RECOVERY (2003)
 HF0552
 HF0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (GMR)
 HF0552'THE STATION IS LOCATED ABOUT 1.61 KM (1.0 MI) WEST OF THE JUNCTION OF
 HF0552'INTERSTATE
 HF0552'HIGHWAYS 135 AND 235, AT THE NORTH EDGE OF WICHITA, AT THE INTERCHANGE
 HF0552'OF BROADWAY
 HF0552'STREET AND INTERSTATE HIGHWAY 235 (EXIT 15), IN THE GRASS MEDIAN AT
 HF0552'THE EAST END OF THE
 HF0552'TWO OVERPASS BRIDGES, ON HIGHWAY RIGHT-OF-WAY, AND AT THE WEST EDGE OF
 HF0552'SECTION 28, T 26
 HF0552'S, R 1 E.  OWNERSHIP--KANSAS DEPARTMENT OF TRANSPORTATION.
 HF0552' 
 HF0552'THE STATION IS A STANDARD NGS TRAVERSE STATION DISK SET IN THE TOP OF
 HF0552'A 30 CM ROUND
 HF0552'CONCRETE MONUMENT FLUSH WITH THE GROUND.  NOTE--A SMALL MAGNET IS
 HF0552'BURIED IN THE
 HF0552'GROUND ON THE NORTH SIDE OF THE MONUMENT.  STATION MARK IS 13.11 M
 HF0552'(43.0 FT) SOUTH FROM
 HF0552'THE CENTER OF THE WESTBOUND LANE OF THE HIGHWAY, 12.80 M (42.0 FT)
 HF0552'NORTH FROM THE
 HF0552'CENTER OF THE EASTBOUND LANE OF THE HIGHWAY, AND 0.37 M (1.2 FT) WEST
 HF0552'FROM A FIBERGLASS
 HF0552'WITNESS POST.
 HF0552' 
 HF0552' 
 HF0552' 
 HF0552'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0554 ***********************************************************************
 HF0554  DESIGNATION -  BROADWAY RM 1
 HF0554  PID         -  HF0554
 HF0554  STATE/COUNTY-  KS/SEDGWICK
 HF0554  USGS QUAD   -  VALLEY CENTER (1982)
 HF0554
 HF0554                         *CURRENT SURVEY CONTROL
 HF0554  ___________________________________________________________________
 HF0554* NAD 83(1986)-  37 45 27.     (N)    097 20 06.     (W)     SCALED    
 HF0554* NAVD 88     -       412.005  (meters)    1351.72   (feet)  ADJUSTED  
 HF0554  ___________________________________________________________________
 HF0554  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0554  DYNAMIC HT  -         411.682 (meters)    1350.66  (feet)  COMP
 HF0554  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 HF0554
 HF0554  VERT ORDER  -  SECOND    CLASS 0
 HF0554
 HF0554.The horizontal coordinates were scaled from a topographic map and have
 HF0554.an estimated accuracy of +/- 6 seconds.
 HF0554
 HF0554.The orthometric height was determined by differential leveling
 HF0554.and adjusted by the National Geodetic Survey in June 1991..
 HF0554
 HF0554.The geoid height was determined by GEOID03.
 HF0554
 HF0554.The dynamic height is computed by dividing the NAVD 88
 HF0554.geopotential number by the normal gravity value computed on the
 HF0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0554.degrees latitude (g = 980.6199 gals.).
 HF0554
 HF0554.The modeled gravity was interpolated from observed gravity values.
 HF0554
 HF0554;                    North         East    Units  Estimated Accuracy
 HF0554;SPC KS S     -   521,710.      502,650.      MT  (+/- 180 meters Scaled)
 HF0554
 HF0554                          SUPERSEDED SURVEY CONTROL
 HF0554
 HF0554  NGVD 29 (??/??/92)  411.857  (m)         1351.23   (f) ADJ UNCH    2 0
 HF0554
 HF0554.Superseded values are not recommended for survey control.
 HF0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0554.See file dsdata.txt to determine how the superseded data were derived.
 HF0554
 HF0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG466802(NAD 83)
 HF0554_MARKER: DR = REFERENCE MARK DISK
 HF0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0554_SP_SET: GUARD RAIL
 HF0554_STAMPING: BROADWAY NO 1 1972
 HF0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0554
 HF0554  HISTORY     - Date     Condition        Report By
 HF0554  HISTORY     - 1972     MONUMENTED       NGS
 HF0554
 HF0554                          STATION DESCRIPTION
 HF0554
 HF0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0554'AT WICHITA.
 HF0554'AT THE INTERSTATE HIGHWAY 235 OVERPASS OVER U.S. HIGHWAY 81 AT
 HF0554'THE NORTH EDGE OF WICHITA, CEMENTED IN A DRILL HOLE IN THE
 HF0554'CONCRETE GUARD RAIL OF THE SOUTHEAST END OF THE BRIDGE OF THE
 HF0554'WEST BOUND LANE OF THE HIGHWAY, 29 FEET NORTH OF A METAL WITNESS
 HF0554'POST, 24.76 FEET NORTH OF THE STATION, 19.0 FEET SOUTH OF THE
 HF0554'CENTER OF THE WEST BOUND LANE AND 0.5 FOOT WEST OF THE SOUTHEAST
 HF0554'CORNER OF THE GUARDRAIL.  SECTION 28, T 26 S, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0553 ***********************************************************************
 HF0553  DESIGNATION -  BROADWAY RM 2
 HF0553  PID         -  HF0553
 HF0553  STATE/COUNTY-  KS/SEDGWICK
 HF0553  USGS QUAD   -  VALLEY CENTER (1982)
 HF0553
 HF0553                         *CURRENT SURVEY CONTROL
 HF0553  ___________________________________________________________________
 HF0553* NAD 83(1986)-  37 45 27.     (N)    097 20 06.     (W)     SCALED    
 HF0553* NAVD 88     -       412.056  (meters)    1351.89   (feet)  ADJUSTED  
 HF0553  ___________________________________________________________________
 HF0553  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0553  DYNAMIC HT  -         411.733 (meters)    1350.83  (feet)  COMP
 HF0553  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 HF0553
 HF0553  VERT ORDER  -  SECOND    CLASS 0
 HF0553
 HF0553.The horizontal coordinates were scaled from a topographic map and have
 HF0553.an estimated accuracy of +/- 6 seconds.
 HF0553
 HF0553.The orthometric height was determined by differential leveling
 HF0553.and adjusted by the National Geodetic Survey in June 1991..
 HF0553
 HF0553.The geoid height was determined by GEOID03.
 HF0553
 HF0553.The dynamic height is computed by dividing the NAVD 88
 HF0553.geopotential number by the normal gravity value computed on the
 HF0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0553.degrees latitude (g = 980.6199 gals.).
 HF0553
 HF0553.The modeled gravity was interpolated from observed gravity values.
 HF0553
 HF0553;                    North         East    Units  Estimated Accuracy
 HF0553;SPC KS S     -   521,710.      502,650.      MT  (+/- 180 meters Scaled)
 HF0553
 HF0553                          SUPERSEDED SURVEY CONTROL
 HF0553
 HF0553  NGVD 29 (??/??/92)  411.909  (m)         1351.40   (f) ADJ UNCH    2 0
 HF0553
 HF0553.Superseded values are not recommended for survey control.
 HF0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0553.See file dsdata.txt to determine how the superseded data were derived.
 HF0553
 HF0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG466802(NAD 83)
 HF0553_MARKER: DR = REFERENCE MARK DISK
 HF0553_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0553_SP_SET: GUARD RAIL
 HF0553_STAMPING: BROADWAY NO 2 1972
 HF0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0553
 HF0553  HISTORY     - Date     Condition        Report By
 HF0553  HISTORY     - 1972     MONUMENTED       NGS
 HF0553
 HF0553                          STATION DESCRIPTION
 HF0553
 HF0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0553'AT WICHITA.
 HF0553'AT THE INTERSTATE HIGHWAY 235 OVERPASS OVER U.S. HIGHWAY 81 AT
 HF0553'THE NORTH EDGE OF WICHITA, CEMENTED IN A DRILL HOLE IN THE
 HF0553'CONCRETE GUARD RAIL OF THE NORTHEAST END OF THE BRIDGE OF THE
 HF0553'EAST BOUND OF THE HIGHWAY, 22.58 FEET SOUTH OF THE STATION, 19.0
 HF0553'FEET SOUTH OF A METAL WITNESS POST, AND 0.5 FEET WEST OF THE
 HF0553'NORTHEAST CORNER OF THE GUARD RAIL AND ABOUT 1 FOOT HIGHER THAN
 HF0553'THE STATION.  SECTION 28, T 26 S, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0670 ***********************************************************************
 HE0670  DESIGNATION -  BRONSON
 HE0670  PID         -  HE0670
 HE0670  STATE/COUNTY-  KS/ALLEN
 HE0670  USGS QUAD   -  BRONSON (1966)
 HE0670
 HE0670                         *CURRENT SURVEY CONTROL
 HE0670  ___________________________________________________________________
 HE0670* NAD 83(1997)-  37 53 57.32092(N)    095 04 47.83942(W)     ADJUSTED  
 HE0670* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 HE0670  ___________________________________________________________________
 HE0670  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 HE0670  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HE0670
 HE0670  HORZ ORDER  -  THIRD
 HE0670
 HE0670.The horizontal coordinates were established by classical geodetic methods
 HE0670.and adjusted by the National Geodetic Survey in October 1998..
 HE0670
 HE0670.The orthometric height was scaled from a topographic map.
 HE0670
 HE0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0670
 HE0670.The geoid height was determined by GEOID03.
 HE0670
 HE0670;                    North         East     Units Scale Factor Converg.
 HE0670;SPC KS S     -   542,314.569   700,714.701   MT  0.99993597   +2 06 06.2
 HE0670;UTM  15      - 4,196,676.841   317,125.984   MT  1.00001192   -1 16 40.9
 HE0670
 HE0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0670!SPC KS S     -   0.99995343  x   0.99993597  =   0.99988940
 HE0670!UTM  15      -   0.99995343  x   1.00001192  =   0.99996535
 HE0670
 HE0670|---------------------------------------------------------------------|
 HE0670| PID    Reference Object                     Distance      Geod. Az  |
 HE0670|                                                           dddmmss.s |
 HE0670| CL4343 BRONSON RM 1                         15.506 METERS 15748     |
 HE0670| CL4342 BRONSON AZ MK                                      1725147.3 |
 HE0670| HE0671 ELSMORE RESET                       APPROX.12.2 KM 2113154.2 |
 HE0670| CL4344 BRONSON RM 2                         41.724 METERS 25100     |
 HE0670| HE0673 MORAN MUNICIPAL STANDPIPE           APPROX. 7.8 KM 2852112.6 |
 HE0670|---------------------------------------------------------------------|
 HE0670
 HE0670                          SUPERSEDED SURVEY CONTROL
 HE0670
 HE0670  NAD 83(1997)-  37 53 57.32646(N)    095 04 47.83832(W) AD(       ) 3
 HE0670  NAD 83(1986)-  37 53 57.32848(N)    095 04 47.83280(W) AD(       ) 3
 HE0670  NAD 27      -  37 53 57.19000(N)    095 04 46.91300(W) AD(       ) 3
 HE0670
 HE0670.Superseded values are not recommended for survey control.
 HE0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0670.See file dsdata.txt to determine how the superseded data were derived.
 HE0670
 HE0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1712696677(NAD 83)
 HE0670_MARKER: DS = TRIANGULATION STATION DISK
 HE0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0670
 HE0670  HISTORY     - Date     Condition        Report By
 HE0670  HISTORY     - 1948     MONUMENTED       CGS
 HE0670  HISTORY     - 1970     GOOD             NGS
 HE0670
 HE0670                          STATION DESCRIPTION
 HE0670
 HE0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0670'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF BRONSON AND 0.05
 HE0670'MILE SOUTH OF THE CEMETERY.  IT IS AT THE SOUTHEAST CORNER OF
 HE0670'A CULTIVATED FIELD, 51 FEET NORTH OF THE NORTH RAIL OF THE
 HE0670'MISSOURI-PACIFIC RAILROAD TRACKS, 44.5 FEET WEST OF THE CENTER
 HE0670'OF A NORTH-SOUTH GRAVELED ROAD, 21 FEET EAST-NORTHEAST OF A
 HE0670'TELEPHONE POLE AND 16.5 FEET NORTHEAST OF A WITNESS POST.
 HE0670'IT IS STAMPED BRONSON 1948 AND IS 1 FOOT BELOW THE SURFACE
 HE0670'OF THE GROUND.
 HE0670'
 HE0670'REFERENCE MARK NO. 1 IS ON THE RAILROAD RIGHT-OF-WAY AND 19
 HE0670'FEET NORTH OF THE NORTH RAIL.  IT IS 24 FEET WEST OF THE CENTER
 HE0670'OF A NORTH-SOUTH GRAVELED ROAD.  IT IS STAMPED BRONSON NO 1 1948
 HE0670'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 HE0670'
 HE0670'REFERENCE MARK NO. 2 IS 42 FEET SOUTH OF THE SOUTH RAIL OF
 HE0670'THE RAILROAD TRACK, 36 FEET NORTH OF U.S. HIGHWAY 54, 1.5 FEET
 HE0670'EAST OF A TELEPHONE POLE AND ABOUT 200 FEET WEST OF A NORTH-SOUTH
 HE0670'GRAVELED ROAD.  IT IS STAMPED BRONSON NO 2 1948 AND PROJECTS
 HE0670'3 INCHES.
 HE0670'
 HE0670'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 HE0670'54, 160 FEET EAST OF A POINT WHERE U.S. HIGHWAY 54 TURNS
 HE0670'NORTH AND 4 FEET NORTH OF A WITNESS POST.  IT IS STAMPED BRONSON
 HE0670'1948 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 HE0670'
 HE0670'TO REACH THE STATION FROM BRONSON, GO WEST ON U.S. HIGHWAY 54 FOR
 HE0670'0.45 MILE TO THE AZIMUTH MARK ON THE LEFT.  GO WEST 0.05 MILE,
 HE0670'TURN RIGHT, NORTH, FOR 0.5 MILE TO A FORK, HERE U.S. HIGHWAY 54
 HE0670'TURNS WEST, KEEP STRAIGHT AHEAD, ACROSS THE RAILROAD TRACKS,
 HE0670'FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 HE0670'
 HE0670'AN 87 FOOT SIGNAL AT STATION MORAN IS VISIBLE AT THE GROUND.
 HE0670'
 HE0670'A 74 FOOT SIGNAL AT STATION ELSMORE IS VISIBLE AT THE GROUND.
 HE0670'
 HE0670'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE0670
 HE0670                          STATION RECOVERY (1970)
 HE0670
 HE0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HE0670'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 HE0670'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 HE0670'SEARCHED FOR BUT NOT FOUND AND ALL INDICATIONS FROM OLD TIES SHOW
 HE0670'THE MARK WAS DESTROYED WHEN A GAS LINE WAS BURIED.  NO OBJECTS
 HE0670'WERE VISIBLE SO A NEW AZIMUTH MARK WAS NOT SET.
 HE0670'
 HE0670'THE STATION IS 56.5 FEET SOUTH OF THE CENTER OF NEW U. S. HIGHWAY
 HE0670'54, 28.5 FEET WEST-SOUTHWEST OF THE WEST END OF A ROUND CONCRETE
 HE0670'CULVERT, 21 FEET NORTHEAST OF A TELEPHONE POLE, 51 FEET NORTH OF
 HE0670'THE NORTH RAIL OF RAILROAD TRACKS, ON THE SOUTH SLOPE OF BANK, AND
 HE0670'PROJECTS 1 INCH ON THE NORTH SIDE, AND 1 FOOT EAST OF A METAL
 HE0670'WITNESS POST.
 HE0670'
 HE0670'TO REACH THE STATION FROM THE CAUTION LIGHT ON U. S. HIGHWAY 54 AT
 HE0670'THE NORTH SIDE OF BRONSON, GO WEST ON U. S. HIGHWAY 54 FOR 0.45
 HE0670'MILE TO A CEMETARY ON THE RIGHT AT A CROSSROAD AND THE STATION IN
 HE0670'THE SOUTHWEST ANGLE.
 HE0670'
 HE0670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2 MILE
 HE0670'NORTHWEST OF BRONSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1794 ***********************************************************************
 JE1794  DESIGNATION -  BROOK
 JE1794  PID         -  JE1794
 JE1794  STATE/COUNTY-  KS/OSAGE
 JE1794  USGS QUAD   -  VASSAR (1965)
 JE1794
 JE1794                         *CURRENT SURVEY CONTROL
 JE1794  ___________________________________________________________________
 JE1794* NAD 83(1997)-  38 44 19.51920(N)    095 31 21.06018(W)     ADJUSTED  
 JE1794* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 JE1794  ___________________________________________________________________
 JE1794  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 JE1794  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JE1794
 JE1794  HORZ ORDER  -  THIRD
 JE1794
 JE1794.The horizontal coordinates were established by classical geodetic methods
 JE1794.and adjusted by the National Geodetic Survey in October 1998..
 JE1794
 JE1794.The orthometric height was scaled from a topographic map.
 JE1794
 JE1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1794
 JE1794.The geoid height was determined by GEOID03.
 JE1794
 JE1794;                    North         East     Units Scale Factor Converg.
 JE1794;SPC KS S     -   634,115.682   658,840.442   MT  1.00003857   +1 49 47.1
 JE1794;SPC KS N     -    47,952.536   615,374.810   MT  0.99999651   +1 34 03.1
 JE1794;UTM  15      - 4,290,807.864   280,754.389   MT  1.00019196   -1 34 44.9
 JE1794
 JE1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1794!SPC KS S     -   0.99994874  x   1.00003857  =   0.99998731
 JE1794!SPC KS N     -   0.99994874  x   0.99999651  =   0.99994525
 JE1794!UTM  15      -   0.99994874  x   1.00019196  =   1.00014069
 JE1794
 JE1794|---------------------------------------------------------------------|
 JE1794| PID    Reference Object                     Distance      Geod. Az  |
 JE1794|                                                           dddmmss.s |
 JE1794| CL4346 BROOK RM 1                            6.401 METERS 08941     |
 JE1794| CL4345 BROOK AZ MK                                        1612030.7 |
 JE1794| CL4347 BROOK RM 2                           10.653 METERS 35253     |
 JE1794|---------------------------------------------------------------------|
 JE1794
 JE1794                          SUPERSEDED SURVEY CONTROL
 JE1794
 JE1794  NAD 83(1986)-  38 44 19.52587(N)    095 31 21.06177(W) AD(       ) 3
 JE1794  NAD 27      -  38 44 19.50300(N)    095 31 20.13300(W) AD(       ) 3
 JE1794
 JE1794.Superseded values are not recommended for survey control.
 JE1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1794.See file dsdata.txt to determine how the superseded data were derived.
 JE1794
 JE1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC8075490808(NAD 83)
 JE1794_MARKER: DS = TRIANGULATION STATION DISK
 JE1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1794
 JE1794  HISTORY     - Date     Condition        Report By
 JE1794  HISTORY     - 1948     MONUMENTED       CGS
 JE1794
 JE1794                          STATION DESCRIPTION
 JE1794
 JE1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1794'THE STATION IS LOCATED ABOUT 3 MILES SOUTH AND 2 MILES EAST
 JE1794'OF OVERBROOK, 1.25 MILES WEST OF THE OSAGE-DOUGLAS COUNTY
 JE1794'LINE, 0.2 MILE WEST OF A CROSSROAD, 0.1 MILE EAST OF ARAILROAD
 JE1794'CROSSING, 20 FEET SOUTH OF THE CENTER OF A COUNTY ROAD, AND
 JE1794'4.5 FEET WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS
 JE1794'STAMPED BROOK 1948.
 JE1794'
 JE1794'REFERENCE MARK NO. 1 IS IN AN EAST-WEST FENCE LINE AND IS
 JE1794'20 FEET SOUTH OF THE CENTER OF THE ROAD.  IT PROJECTS 3
 JE1794'INCHES AND IS STAMPED BROOK NO 1 1948.
 JE1794'
 JE1794'REFERENCE MARK NO. 2 IS 15 FEET NORTH OF THE CENTER OF A
 JE1794'ROAD AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 3 INCHES
 JE1794'AND IS STAMPED BROOK NO 2 1948.
 JE1794'
 JE1794'AZIMUTH MARK IS AT THE SOUTHEAST CORNER OF A CULTIVATED
 JE1794'FIELD, 23 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 10
 JE1794'FEET SOUTHWEST OF THE CENTER OF A WOODEN BRIDGE ACROSS A
 JE1794'DITCH, AND 1.0 FOOT NORTHWEST OF A FENCE CORNER.  IT PROJECTS
 JE1794'3 INCHES AND IS STAMPED BROOK 1948.
 JE1794'
 JE1794'TO REACH THE STATION FROM THE POSTOFFICE IN OVERBROOK, GO
 JE1794'SOUTH ON GRAVELED ROAD FOR 0.75 MILE TO A CROSSROAD, TURN
 JE1794'LEFT AND GO EAST FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT
 JE1794'AND GO SOUTH FOR 2.1 MILES TO A CROSSROAD, TURN RIGHT AND GO
 JE1794'WEST FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JE1794'
 JE1794'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.2
 JE1794'MILE TURN RIGHT AND GO SOUTH FOR 0.5 MILE TO THE MARK ON THE
 JE1794'RIGHT.
 JE1794'
 JE1794'AN 87 FOOT SIGNAL AT SIMMONS 1887 IS VISIBLE AT 4 FEET.
 JE1794'
 JE1794'A 74 FOOT SIGNAL AT MONA IS VISIBLE AT 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0520 ***********************************************************************
 JH0520  DESIGNATION -  BROOKS
 JH0520  PID         -  JH0520
 JH0520  STATE/COUNTY-  KS/SCOTT
 JH0520  USGS QUAD   -  MODOC (1976)
 JH0520
 JH0520                         *CURRENT SURVEY CONTROL
 JH0520  ___________________________________________________________________
 JH0520* NAD 83(1997)-  38 25 27.42591(N)    101 05 01.34276(W)     ADJUSTED  
 JH0520* NAVD 88     -       954.     (meters)    3130.     (feet)  SCALED    
 JH0520  ___________________________________________________________________
 JH0520  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JH0520  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 JH0520
 JH0520  HORZ ORDER  -  FIRST
 JH0520
 JH0520.The horizontal coordinates were established by classical geodetic methods
 JH0520.and adjusted by the National Geodetic Survey in October 1998..
 JH0520
 JH0520.The orthometric height was scaled from a topographic map.
 JH0520
 JH0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0520
 JH0520.The geoid height was determined by GEOID03.
 JH0520
 JH0520;                    North         East     Units Scale Factor Converg.
 JH0520;SPC KS S     -   598,199.429   174,414.939   MT  0.99997494   -1 35 15.9
 JH0520;UTM  14      - 4,254,948.089   318,105.979   MT  1.00000746   -1 17 43.2
 JH0520
 JH0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0520!SPC KS S     -   0.99985413  x   0.99997494  =   0.99982908
 JH0520!UTM  14      -   0.99985413  x   1.00000746  =   0.99986159
 JH0520
 JH0520:                Primary Azimuth Mark                     Grid Az
 JH0520:SPC KS S     -  SCOTT CITY MUNICIPAL TANK                069 03 59.9
 JH0520:UTM  14      -  SCOTT CITY MUNICIPAL TANK                068 46 27.2
 JH0520
 JH0520|---------------------------------------------------------------------|
 JH0520| PID    Reference Object                     Distance      Geod. Az  |
 JH0520|                                                           dddmmss.s |
 JH0520| JH0736 SCOTT CITY MUNICIPAL TANK           APPROX.16.8 KM 0672844.0 |
 JH0520| CM8520 BROOKS RM 1                          24.927 METERS 12933     |
 JH0520| CM8521 BROOKS RM 2                          24.342 METERS 22652     |
 JH0520| CM8519 BROOKS AZ MK                                       2685432.5 |
 JH0520|---------------------------------------------------------------------|
 JH0520
 JH0520                          SUPERSEDED SURVEY CONTROL
 JH0520
 JH0520  NAD 83(1986)-  38 25 27.42879(N)    101 05 01.34180(W) AD(       ) 1
 JH0520  NAD 27      -  38 25 27.34779(N)    101 04 59.77407(W) AD(       ) 1
 JH0520
 JH0520.Superseded values are not recommended for survey control.
 JH0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0520.See file dsdata.txt to determine how the superseded data were derived.
 JH0520
 JH0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH1810654948(NAD 83)
 JH0520_MARKER: DS = TRIANGULATION STATION DISK
 JH0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0520
 JH0520  HISTORY     - Date     Condition        Report By
 JH0520  HISTORY     - 1933     MONUMENTED       CGS
 JH0520  HISTORY     - 1963     GOOD             CGS
 JH0520  HISTORY     - 1968     GOOD             LOCENG
 JH0520
 JH0520                          STATION DESCRIPTION
 JH0520
 JH0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0520'THE STATION IS LOCATED ABOUT 11 MILES WEST-SOUTHWEST OF SCOTT
 JH0520'CITY AND 4.5 MILES SOUTH OF MODOC IN SOUTHWEST QUARTER SEC.
 JH0520'4, T. 19 S., R. 34 W., AND IS ON LAND OWNED BY THE BROOKS
 JH0520'ESTATE OF FORT SCOTT, KANSAS.
 JH0520'
 JH0520'THE STATION MARK PROJECTS 6 INCHES AND IS ON THE NORTH SIDE
 JH0520'OF AN EAST-AND-WEST SECTION LINE RIGHT-OF-WAY AND IS 0.6
 JH0520'MILE WEST OF A NORTH-AND-SOUTH GRADED ROAD.
 JH0520'
 JH0520'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND IS ON THE SOUTH
 JH0520'SIDE OF THE SECTION LINE RIGHT-OF-WAY.  IT IS 81.76 FEET
 JH0520'SOUTHEAST OF THE STATION.
 JH0520'
 JH0520'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND IS ON THE SOUTH
 JH0520'SIDE OF THE SECTION LINE RIGHT-OF-WAY.  IT IS 121.2 FEET
 JH0520'WEST OF REFERENCE MARK NO. 1 AND 77.87 FEET SOUTHWEST OF THE
 JH0520'STATION.
 JH0520'
 JH0520'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS ON THE NORTH SIDE OF
 JH0520'THE SECTION LINE RIGHT-OF-WAY.  IT IS 0.3 MILE WEST OF THE
 JH0520'STATION.
 JH0520'
 JH0520'A 50-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 JH0520'
 JH0520'TO REACH THE STATION FROM SCOTT CITY GO WEST ON STATE HIGHWAY
 JH0520'K-96 FOR 8.6 MILES FROM THE INTERSECTION OF STATE HIGHWAY 96 AND
 JH0520'U.S. HIGHWAY 83 IN SCOTT CITY TO A WELL GRADED ROAD LEADING
 JH0520'SOUTH.  GO SOUTH ON THIS ROAD 4.0 MILES TO A MAIL BOX AT A
 JH0520'TRAIL LEADING WEST.  GO WEST UP SLIGHT GRADE 0.6 MILE ON
 JH0520'TRAIL TO THE STATION.
 JH0520'
 JH0520'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 JH0520'AS DESCRIBED.
 JH0520
 JH0520                          STATION RECOVERY (1963)
 JH0520
 JH0520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0520'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 JH0520'MARK WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED WITH
 JH0520'THE EXCEPTION OF THE DISTANCE TO REFERENCE MARK 2.
 JH0520
 JH0520                          STATION RECOVERY (1968)
 JH0520
 JH0520'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (JSA)
 JH0520'REFERENCES MARKS AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS
 JH0520'DESCRIBED.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS CHECKED.
 JH0520'
 JH0520'THE OLD DESCRIPTION IS ADEQUATE.
 JH0520'
 JH0520'DIRECTION AND DISTANCE SCOTT CITY 11.0 MI. WSW OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0997 ***********************************************************************
 KF0997  DESIGNATION -  BROOKS
 KF0997  PID         -  KF0997
 KF0997  STATE/COUNTY-  KS/MARSHALL
 KF0997  USGS QUAD   -  AXTELL (1983)
 KF0997
 KF0997                         *CURRENT SURVEY CONTROL
 KF0997  ___________________________________________________________________
 KF0997* NAD 83(1997)-  39 51 23.63787(N)    096 20 37.90450(W)     ADJUSTED  
 KF0997* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 KF0997  ___________________________________________________________________
 KF0997  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 KF0997  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 KF0997
 KF0997  HORZ ORDER  -  SECOND
 KF0997
 KF0997.The horizontal coordinates were established by classical geodetic methods
 KF0997.and adjusted by the National Geodetic Survey in October 1998..
 KF0997
 KF0997.The orthometric height was scaled from a topographic map.
 KF0997
 KF0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0997
 KF0997.The geoid height was determined by GEOID03.
 KF0997
 KF0997;                    North         East     Units Scale Factor Converg.
 KF0997;SPC KS N     -   170,399.381   541,713.340   MT  1.00001270   +1 02 52.3
 KF0997;UTM  14      - 4,415,214.219   727,215.484   MT  1.00023563   +1 42 10.7
 KF0997
 KF0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0997!SPC KS N     -   0.99993596  x   1.00001270  =   0.99994866
 KF0997!UTM  14      -   0.99993596  x   1.00023563  =   1.00017157
 KF0997
 KF0997:                Primary Azimuth Mark                     Grid Az
 KF0997:SPC KS N     -  AXTELL ST MICHAELS CATH CH               073 48 15.5
 KF0997:UTM  14      -  AXTELL ST MICHAELS CATH CH               073 08 57.1
 KF0997
 KF0997|---------------------------------------------------------------------|
 KF0997| PID    Reference Object                     Distance      Geod. Az  |
 KF0997|                                                           dddmmss.s |
 KF0997| KF0996 AXTELL ST MICHAELS CATH CH          APPROX. 7.8 KM 0745107.8 |
 KF0997| KF0998 AXTELL MUNICIPAL TANK               APPROX. 7.5 KM 0765032.9 |
 KF0997| CL6951 BROOKS RM 1                          19.918 METERS 17231     |
 KF0997| CL6953 BROOKS RM 3                          19.592 METERS 18936     |
 KF0997| CL6952 BROOKS RM 2                          26.761 METERS 26422     |
 KF0997| KF1000 BEATTIE ST MALACHYS CHURCH          APPROX. 6.7 KM 2734847.3 |
 KF0997| KF1001 BEATTIE MUNICIPAL TANK              APPROX. 6.4 KM 2762225.4 |
 KF0997| CL6950 BROOKS AZ MK                                       3322942.6 |
 KF0997| KF0992 SUMMERFIELD HOLY FAMILY CH          APPROX.15.3 KM 3583510.3 |
 KF0997| KF0993 SUMMERFIELD MUNICIPAL TANK          APPROX.15.8 KM 3584126.2 |
 KF0997|---------------------------------------------------------------------|
 KF0997
 KF0997                          SUPERSEDED SURVEY CONTROL
 KF0997
 KF0997  NAD 83(1997)-  39 51 23.63921(N)    096 20 37.90417(W) AD(       ) 2
 KF0997  NAD 83(1986)-  39 51 23.64407(N)    096 20 37.90098(W) AD(       ) 2
 KF0997  NAD 27      -  39 51 23.64400(N)    096 20 36.86100(W) AD(       ) 2
 KF0997
 KF0997.Superseded values are not recommended for survey control.
 KF0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0997.See file dsdata.txt to determine how the superseded data were derived.
 KF0997
 KF0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK2721515214(NAD 83)
 KF0997_MARKER: DS = TRIANGULATION STATION DISK
 KF0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0997
 KF0997  HISTORY     - Date     Condition        Report By
 KF0997  HISTORY     - 1947     MONUMENTED       CGS
 KF0997  HISTORY     - 1963     GOOD             CGS
 KF0997  HISTORY     - 1965     GOOD             CGS
 KF0997  HISTORY     - 1966     GOOD             CGS
 KF0997
 KF0997                          STATION DESCRIPTION
 KF0997
 KF0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0997'THE STATION IS LOCATED ABOUT 4 MILES EAST OF BEATTIE AND 4 MILES
 KF0997'WEST OF AXTELL ON LAND OWNED BY MR. RALPH BROOKS.  IT IS IN THE
 KF0997'SOUTHEAST CORNER OF A BARN YARD AND AT THE SOUTHWEST CORNER OF
 KF0997'A HOG PEN.  IT IS 44.5 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KF0997'DIRT ROAD, 81 FEET WEST OF THE CENTER OF THE LANE LEADING NORTH
 KF0997'TO THE BARN, 61 FEET SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE
 KF0997'STOCK TANK, 10 FEET NORTH OF AN EAST-WEST FENCE LINE AND 11
 KF0997'FEET NORTHWEST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST
 KF0997'PROJECTING 2 FEET.  IT IS STAMPED BROOKS 1947 AND PROJECTS 4
 KF0997'INCHES.
 KF0997'
 KF0997'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF THE CENTER OF AN
 KF0997'EAST-WEST DIRT ROAD AND 1 FOOT NORTH OF AN EAST-WEST HEDGE ROW.
 KF0997'IT IS STAMPED BROOKS NO 1 1947 AND PROJECTS 4 INCHES.
 KF0997'
 KF0997'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF THE BARN YARD, 35
 KF0997'FEET NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 1 FOOT
 KF0997'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED BROOKS NO 2
 KF0997'1947 AND PROJECTS 4 INCHES.
 KF0997'
 KF0997'THE AZIMUTH MARK IS 0.15 MILE WEST OF A T INTERSECTION, 30 FEET
 KF0997'SOUTH OF THE CENTER OF STATE HIGHWAY 99, 2 FEET EAST OF A 4-INCH
 KF0997'SQUARE WHITE WOODEN WITNESS POST PROJECTING 2 FEET AND 1 FOOT
 KF0997'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED BROOKS 1947
 KF0997'AND PROJECTS 6 INCHES.
 KF0997'
 KF0997'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77
 KF0997'AND 36 AT THE EAST EDGE OF MARYSVILLE, GO EAST ON U.S. HIGHWAY 36
 KF0997'FOR 16.2 MILE TO A CROSSROAD AT SMITTYVILLE, TURN LEFT, NORTH,
 KF0997'AND GO 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO 0.5 MILE TO THE
 KF0997'TOP OF THE HILL AND A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR
 KF0997'0.05 MILE TO THE STATION ON THE RIGHT.
 KF0997'
 KF0997'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.05 MILE
 KF0997'TO THE CROSSROAD, TURN LEFT, NORTH, AND GO 0.9 MILE TO A
 KF0997'T INTERSECTION, TURN LEFT, WEST, AND GO 0.5 MILE TO STATE HIGHWAY
 KF0997'99, CONTINUE WEST, ON STATE HIGHWAY 99 FOR 0.15 MILE TO THE MARK
 KF0997'ON THE LEFT AS DESCRIBED.
 KF0997'
 KF0997'A 74 FOOT SIGNAL AT HOME IS V.G.
 KF0997'
 KF0997'A 4 FOOT SIGNAL AT SUMMIT IS VISIBLE AT 50 FEET.
 KF0997'
 KF0997'A 74 FOOT SIGNAL AT BAILEYVILLE IS VISIBLE AT 64 FEET.
 KF0997'
 KF0997'A 74 FOOT SIGNAL AT OIKEL IS VISIBLE AT 50 FEET.
 KF0997'
 KF0997'A 74 FOOT SIGNAL AT SUMMERFIELD IS VISIBLE AT 50 FEET.
 KF0997'
 KF0997'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KF0997
 KF0997                          STATION RECOVERY (1963)
 KF0997
 KF0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0997'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF0997'FOUND IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 1 WHICH HAD
 KF0997'BEEN DESTROYED WHEN THE ROAD WAS GRADED.  A NEW REFERENCE MARK
 KF0997'NO. 3 WAS ESTABLISHED.  THERE ARE ADDITIONAL REFERENCE
 KF0997'MEASUREMENTS, SO A COMPLETE DESCRIPTION FOLLOWS.
 KF0997'
 KF0997'STATION IS LOCATED ABOUT 4 MILES EAST OF BEATTIE AND 4 MILES
 KF0997'WEST OF AXTELL ON THE SW 1/4 OF SEC 19, T 2 S., R 10 E. ON LAND
 KF0997'OWNED AND OCCUPIED BY MR. RALPH BROOKS, ALONG THE SOUTH SIDE
 KF0997'OF BARNYARD, 67 FEET SOUTH-SOUTHWEST OF WELL AND WINDMILL,
 KF0997'61 FEET SOUTH OF THE SOUTHWEST CORNER OF CONCRETE WATER TANK, 10
 KF0997'FEET NORTH-NORTHWEST OF A SOUTH GATE POST, 9 FEET NORTH OF A FENCE,
 KF0997'5 FEET SOUTHWEST OF A NORTH GATE POST, AND 3.5 FEET WEST OF A
 KF0997'BOARD GATE.  THE MARK IS ABOUT 4 INCHES BELOW THE SURFACE OF THE
 KF0997'GROUND AND THE DISK IS STAMPED BROOKS 1947.
 KF0997'
 KF0997'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36
 KF0997'AND 77 IN THE TOWN OF MARYSVILLE, GO EAST ON U.S. HIGHWAY 36 FOR
 KF0997'16.4 MILES TO CROSSROADS AND A STORE AT A PLACE CALLED SMITTYVILLE.
 KF0997'TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 1.0 MILE TO CROSSROAD.
 KF0997'TURN LEFT AND GO WEST ON DIRT ROAD FOR 0.5 MILE TO TOP OF HILL,
 KF0997'A T-ROAD GOING NORTH, THE RALPH BROOKS FARM BUILDINGS IN THE
 KF0997'NORTHWEST ANGLE OF THE INTERSECTION, AND THE STATION ABOUT 100
 KF0997'YARDS WEST.
 KF0997'
 KF0997'REFERENCE MARK NO. 2 IS 91 FEET WEST OF THE SOUTH GATE POST FOR
 KF0997'BOARD GATE AT THE SOUTHWEST CORNER OF HOG YARD, 21 FEET
 KF0997'EAST-NORTHEAST OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A FENCE
 KF0997'AND A NEW STEEL WITNESS POST WITH A SIGN.  THE MARK PROJECTS 1
 KF0997'INCH AND THE DISK IS STAMPED BROOKS NO 2 1947.
 KF0997'(**THE STATION MARK IS 88 FEET EAST-NORTHEAST OF THIS NEW
 KF0997'STEEL WITNESS POST WITH SIGN.)
 KF0997'
 KF0997'REFERENCE MARK NO. 3 IS 64.28 FEET SOUTH OF THE STATION, 20 FEET
 KF0997'SOUTH OF THE CENTER OF GRADED ROAD, 2 FEET EAST OF A POWER POLE,
 KF0997'AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 KF0997'DISK IS STAMPED BROOKS NO 3 1947.
 KF0997'
 KF0997'AZIMUTH MARK IS 1.1 MILES NORTH-NORTHWEST OF THE STATION, 30
 KF0997'FEET SOUTH OF THE CENTER OF HARD-SURFACED ROAD, AND 1 FOOT
 KF0997'NORTH OF AN EAST-WEST FENCELINE AND A NEW STEEL WITNESS POST
 KF0997'WITH A SIGN.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 KF0997'STAMPED BROOKS 1947.
 KF0997'
 KF0997'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05
 KF0997'MILE TO A T-ROAD NORTH.  TURN LEFT AND GO NORTH FOR 1.0 MILE
 KF0997'TO T-INTERSECTION.  TURN LEFT AND GO WEST FOR 0.5 MILE TO
 KF0997'HARD-SURFACED ROAD GOING NORTH AND WEST.  CONTINUE WEST FOR 0.1
 KF0997'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KF0997'
 KF0997'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF0997
 KF0997                          STATION RECOVERY (1965)
 KF0997
 KF0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0997'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 KF0997'WERE ALL RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KF0997'CONDITION.  REFERENCE MARK NO. 1 HAS BEEN DESTROYED BY WIDING OF
 KF0997'THE ROAD.
 KF0997'
 KF0997'TO REACH THE STATION FROM THE POST OFFICE IN BEATTIE, GO SOUTH
 KF0997'ON STATE HIGHWAY 99 FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 KF0997'GO EAST 3.95 MILES TO THE STATION.
 KF0997
 KF0997                          STATION RECOVERY (1966)
 KF0997
 KF0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF0997'STATION RECOVERED AS DESCRIBED IN 1963 AND ALL MARKS FOUND IN
 KF0997'GOOD CONDITION.  A REPORT WAS RECEIVED THAT R.M. NO. 1 HAD BEEN
 KF0997'DESTROYED BUT THIS MARK HAD BEEN REPLACED BY R.M. NO. 3 IN 1963.
 KF0997'
 KF0997'THE 1963 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 KF0997'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0574 ***********************************************************************
 KG0574  DESIGNATION -  BROW
 KG0574  PID         -  KG0574
 KG0574  STATE/COUNTY-  KS/JEWELL
 KG0574  USGS QUAD   -  JEWELL SW (1962)
 KG0574
 KG0574                         *CURRENT SURVEY CONTROL
 KG0574  ___________________________________________________________________
 KG0574* NAD 83(1997)-  39 35 46.29457(N)    098 10 24.71866(W)     ADJUSTED  
 KG0574* NAVD 88     -       498.     (meters)    1634.     (feet)  SCALED    
 KG0574  ___________________________________________________________________
 KG0574  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 KG0574  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 KG0574
 KG0574  HORZ ORDER  -  SECOND
 KG0574
 KG0574.The horizontal coordinates were established by classical geodetic methods
 KG0574.and adjusted by the National Geodetic Survey in October 1998..
 KG0574
 KG0574.The orthometric height was scaled from a topographic map.
 KG0574
 KG0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0574
 KG0574.The geoid height was determined by GEOID03.
 KG0574
 KG0574;                    North         East     Units Scale Factor Converg.
 KG0574;SPC KS N     -   140,208.913   385,094.814   MT  0.99997499   -0 06 35.3
 KG0574;UTM  14      - 4,383,266.364   570,961.238   MT  0.99966199   +0 31 36.4
 KG0574
 KG0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0574!SPC KS N     -   0.99992599  x   0.99997499  =   0.99990099
 KG0574!UTM  14      -   0.99992599  x   0.99966199  =   0.99958801
 KG0574
 KG0574:                Primary Azimuth Mark                     Grid Az
 KG0574:SPC KS N     -  JEWELL MUNICIPAL TANK                    008 10 04.1
 KG0574:UTM  14      -  JEWELL MUNICIPAL TANK                    007 31 52.4
 KG0574
 KG0574|---------------------------------------------------------------------|
 KG0574| PID    Reference Object                     Distance      Geod. Az  |
 KG0574|                                                           dddmmss.s |
 KG0574| KG0575 JEWELL MUNICIPAL TANK               APPROX. 8.5 KM 0080328.8 |
 KG0574| CN7966 BROW AZ MK                                         0650452.7 |
 KG0574| KG0572 RANDALL MUNICIPAL TANK              APPROX.12.2 KM 0650457.1 |
 KG0574| CN7967 BROW AZ MK 2                                       1075532.9 |
 KG0574| CN7968 BROW RM 1                            23.241 METERS 14852     |
 KG0574| KG0593 BELOIT MUNICIPAL TANK               APPROX.15.6 KM 1583418.1 |
 KG0574| CN7969 BROW RM 2                            17.221 METERS 26456     |
 KG0574|---------------------------------------------------------------------|
 KG0574
 KG0574                          SUPERSEDED SURVEY CONTROL
 KG0574
 KG0574  NAD 83(1997)-  39 35 46.30029(N)    098 10 24.71797(W) AD(       ) 2
 KG0574  NAD 83(1986)-  39 35 46.30147(N)    098 10 24.71851(W) AD(       ) 2
 KG0574  NAD 27      -  39 35 46.26700(N)    098 10 23.53400(W) AD(       ) 2
 KG0574
 KG0574.Superseded values are not recommended for survey control.
 KG0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0574.See file dsdata.txt to determine how the superseded data were derived.
 KG0574
 KG0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7096183266(NAD 83)
 KG0574_MARKER: DS = TRIANGULATION STATION DISK
 KG0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0574
 KG0574  HISTORY     - Date     Condition        Report By
 KG0574  HISTORY     - 1950     MONUMENTED       CGS
 KG0574  HISTORY     - 1969     GOOD             CGS
 KG0574  HISTORY     - 1973     GOOD             NGS
 KG0574
 KG0574                          STATION DESCRIPTION
 KG0574
 KG0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0574'THE STATION IS LOCATED ABOUT 9.75 MILES NORTH AND 3.5 MILES WEST
 KG0574'OF BELOIT AND ABOUT 5.0 MILES SOUTH AND 1.0 MILE WEST OF JEWELL
 KG0574'CITY ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST ROAD JUST NORTH OF
 KG0574'A CEMETERY.  IT IS 25 FEET WEST OF WEST END OF GATE INTO CEMETERY,
 KG0574'23 FEET SOUTH OF THE CENTER OF ROAD AND 7 FEET NORTH OF FENCE
 KG0574'AROUND CEMETERY.  IT IS STAMPED BROW 1950 AND IS SET FLUSH WITH
 KG0574'THE GROUND SURFACE.
 KG0574'
 KG0574'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF CEMETERY, 56 FEET
 KG0574'SOUTH OF A FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH FENCE
 KG0574'LINE.  IT IS STAMPED BROW NO 1 1950 AND IS SET FLUSH WITH THE
 KG0574'GROUND SURFACE.
 KG0574'
 KG0574'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 29 FEET SOUTH
 KG0574'OF THE CENTER OF ROAD AND 1 FOOT NORTH OF FENCE AROUND CEMETERY.
 KG0574'IT IS STAMPED BROW NO 2 1950 AND IS SET FLUSH WITH THE GROUND
 KG0574'SURFACE.
 KG0574'
 KG0574'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 113.17 FEET.
 KG0574'
 KG0574'THE AZIMUTH MARK IS IN THE WEST EDGE OF A CULTIVATED FIELD, 27
 KG0574'FEET EAST OF THE CENTER OF STATE ROUTE 14 AND 1 FOOT SOUTH OF A
 KG0574'TELEPHONE POLE.  IT IS STAMPED BROW 1950 AND PROJECTS 2 INCHES.
 KG0574'
 KG0574'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 28 AND 14
 KG0574'IN THE WEST EDGE OF JEWELL CITY, GO SOUTH ON STATE ROUTE 14 FOR
 KG0574'4.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 KG0574'SOUTH FOR 0.4 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON DIRT
 KG0574'ROAD FOR 0.85 MILE TO TOP OF HILL AND STATION ON THE LEFT AS
 KG0574'DESCRIBED.
 KG0574'
 KG0574'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KG0574
 KG0574                          STATION RECOVERY (1969)
 KG0574
 KG0574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0574'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 KG0574'2, WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 KG0574'WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED THE MARK WAS DESTROYED
 KG0574'WHEN STATE HIGHWAY 14 WAS WIDENED.  THE DISTANCE TO THE REFERENCE
 KG0574'MARKS CHECKED BUT THE DIRECTION TO REFERENCE MARK NO. 1
 KG0574'FAILED TO CHECK BY 8 MINUTES, THE DIRECTION TO REFERENCE MARK
 KG0574'NO. 2 CHECKED.  THE ANGLE BETWEEN THE WATER TANKS SHOW IN THE
 KG0574'BOX SCORE CHECKED.
 KG0574'
 KG0574'A NEW AZIMUTH MARK WAS SET.
 KG0574'
 KG0574'FOLLOWING IS A NEW DESCRIPTION.
 KG0574'
 KG0574'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 KG0574'AND 28 AT THE WEST EDGE OF JEWELL, GO SOUTH ON STATE HIGHWAY 14
 KG0574'FOR 5.0 MILES TO A CROSSROAD.  (CONTINUE SOUTH ON THE HIGHWAY FOR
 KG0574'0.3 MILE TO A FIELD APPROACH AND THE AZIMUTH MARK ON THE LEFT.)
 KG0574'TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.85 MILE TO TOP OF THE
 KG0574'HILL, A CEMETERY AND THE STATION ON THE LEFT.
 KG0574'
 KG0574'STATION MARK, A STANDARD DISK STAMPED BROW 1950, IS SET IN THE
 KG0574'TOP OF A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE
 KG0574'OF THE GROUND.  IT IS 25 FEET WEST OF THE WEST END OF A GATE INTO
 KG0574'THE CEMETERY, 23 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 7
 KG0574'FEET NORTH OF THE FENCE AROUND CEMETERY, AND 6.5 FEET NORTH OF
 KG0574'A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KG0574'
 KG0574'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BROW NO. 1 1950, IS
 KG0574'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KG0574'THE SURFACE OF THE GROUND.  IT IS AT THE EAST EDGE OF THE
 KG0574'CEMETERY, 56 FEET SOUTH OF A FENCE CORNER, AND 1 FOOT WEST OF
 KG0574'THE FENCE.
 KG0574'
 KG0574'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BROW NO. 2, 1950, IS
 KG0574'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KG0574'SURFACE OF THE GROUND.  IT IS 29 FEET SOUTH OF THE CENTER OF THE
 KG0574'DIRT ROAD, AND 1 FOOT NORTH OF THE FENCE AROUND THE CEMETERY.
 KG0574'
 KG0574'AZIMUTH MARK, A STANDARD DISK STAMPED BROW 1950 1969, IS SET IN
 KG0574'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 KG0574'59.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 14, 19 FEET NORTH
 KG0574'OF THE CENTER OF THE FIELD APPROACH, 1.5 FEET NORTH OF A
 KG0574'TELEPHONE POLE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 KG0574'
 KG0574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5-1/4
 KG0574'MILES SOUTH OF JEWELL.
 KG0574
 KG0574                          STATION RECOVERY (1973)
 KG0574
 KG0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KG0574'ALL MARKS WERE RECOVERED AND FOUND AS PREVIOUSLY DESCRIBED IN 1969.
 KG0574'THIS STATION WAS OCCUPIED THIS DATE FOR VERIFICATION OF THE
 KG0574'DIRECTIONS TO THE PREVIOUSLY OBSERVED OBJECTS.  THE DISTANCES AND
 KG0574'DIRECTIONS TO THE OBJECTS SHOWN ABOVE COMPARED FAVORABLY WITH THE
 KG0574'1969 DATA.
 KG0574'
 KG0574'THE ROUTE TO REACH THE STATION AND AZIMUTH MARK IS ADEQUATE.
 KG0574'
 KG0574'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/4 MILES
 KG0574'SOUTH OF JEWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0847 ***********************************************************************
 HE0847  DESIGNATION -  BROWN
 HE0847  PID         -  HE0847
 HE0847  STATE/COUNTY-  KS/MONTGOMERY
 HE0847  USGS QUAD   -  TYRO (1959)
 HE0847
 HE0847                         *CURRENT SURVEY CONTROL
 HE0847  ___________________________________________________________________
 HE0847* NAD 83(1997)-  37 00 04.10574(N)    095 47 07.30602(W)     ADJUSTED  
 HE0847* NAVD 88     -       315.97   (+/-2cm)    1036.6    (feet)  VERTCON   
 HE0847  ___________________________________________________________________
 HE0847  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 HE0847  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HE0847
 HE0847  HORZ ORDER  -  FIRST
 HE0847  VERT ORDER  -  THIRD ? (See Below)
 HE0847
 HE0847.The horizontal coordinates were established by classical geodetic methods
 HE0847.and adjusted by the National Geodetic Survey in October 1998..
 HE0847
 HE0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0847.The vertical order pertains to the NGVD 29 superseded value.
 HE0847
 HE0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0847
 HE0847.The geoid height was determined by GEOID03.
 HE0847
 HE0847;                    North         East     Units Scale Factor Converg.
 HE0847;SPC KS S     -   440,639.956   641,611.820   MT  1.00006279   +1 40 05.6
 HE0847;SPC OK N     -   224,292.982   797,118.613   MT  1.00005119   +1 18 25.1
 HE0847;SPC OK N     -   735,867.89  2,615,213.32   sFT  1.00005119   +1 18 25.1
 HE0847;UTM  15      - 4,098,626.293   252,145.929   MT  1.00035685   -1 40 37.8
 HE0847
 HE0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0847!SPC KS S     -   0.99995506  x   1.00006279  =   1.00001785
 HE0847!SPC OK N     -   0.99995506  x   1.00005119  =   1.00000625
 HE0847!UTM  15      -   0.99995506  x   1.00035685  =   1.00031190
 HE0847
 HE0847|---------------------------------------------------------------------|
 HE0847| PID    Reference Object                     Distance      Geod. Az  |
 HE0847|                                                           dddmmss.s |
 HE0847| CL4349 BROWN RM 1                           74.890 METERS 16954     |
 HE0847| CL4348 BROWN AZ MK                                        2480702.4 |
 HE0847| CL4350 BROWN RM 2                           38.390 METERS 27308     |
 HE0847|---------------------------------------------------------------------|
 HE0847
 HE0847                          SUPERSEDED SURVEY CONTROL
 HE0847
 HE0847  NAD 83(1997)-  37 00 04.10900(N)    095 47 07.30550(W) AD(       ) 1
 HE0847  NAD 83(1986)-  37 00 04.12235(N)    095 47 07.28400(W) AD(       ) 1
 HE0847  NAD 27      -  37 00 03.83533(N)    095 47 06.35973(W) AD(       ) 1
 HE0847  NGVD 29 (07/19/86)  315.82   (m)         1036.2    (f) LEVELING    3  
 HE0847
 HE0847.Superseded values are not recommended for survey control.
 HE0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0847.See file dsdata.txt to determine how the superseded data were derived.
 HE0847
 HE0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA5214698626(NAD 83)
 HE0847_MARKER: DS = TRIANGULATION STATION DISK
 HE0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0847_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0847
 HE0847  HISTORY     - Date     Condition        Report By
 HE0847  HISTORY     - 1934     MONUMENTED       CGS
 HE0847  HISTORY     - 1962     GOOD             CGS
 HE0847
 HE0847                          STATION DESCRIPTION
 HE0847
 HE0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0847'STATION IS LOCATED ABOUT 10 MILES SW OF COFFEYVILLE, AND ABOUT
 HE0847'1/8 MILE N OF KANSAS-OKLAHOMA STATE LINE, IN THE SE 1/4
 HE0847'OF SEC. 17, T 35 S, R 15 E, IN PASTURE OF LAND OWNED BY J.B.
 HE0847'BROWN.  MARK IS 10 FEET S OF AN E AND W FENCE AND 75 FEET E OF A
 HE0847'PIPE LINE.
 HE0847'
 HE0847'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND AZIMUTH MARKS
 HE0847'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 HE0847'
 HE0847'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 HE0847'IN A DEPRESSION IN A BOULDER.
 HE0847'
 HE0847'REFERENCE MARK NO. 1 IS N OF STATION IN A BOULDER NEAR SCATTERING
 HE0847'OF SMALL TREES.
 HE0847'
 HE0847'REFERENCE MARK NO. 2 IS W OF STATION ALONG AN E AND W FENCE.
 HE0847'
 HE0847'AZIMUTH MARK IS 0.7 MILE SW OF STATION, ON SUMMIT OF A PROMINENT
 HE0847'HILL ALONG AN E AND W STATE LINE FENCE.
 HE0847'
 HE0847'A RED SAND STONE* 6 INCHES HIGH, MARKED KAS. ON N SIDE AND CHER.N
 HE0847'ON S SIDE WAS FOUND.  IT IS LOCATED SW OF STATION ABOUT 0.3
 HE0847'MILE ON LINE WITH OKLAHOMA STATE LINE FENCE ABOUT MIDWAY
 HE0847'BETWEEN TWO N-S FENCES, AND ABOUT 50 FEET NE OF A PIPE LINE
 HE0847'HOUSE.  *IT IS NOT INDICATED IN DATA THAT STONE IS VISIBLE FROM
 HE0847'THE GROUND.
 HE0847'
 HE0847'REACHED FROM COFFEYVILLE BY GOING W ON STATE HIGHWAY 166 FROM
 HE0847'POST OFFICE FOR 9.4 MILES TO A DIRT AND GRAVEL ROAD LEADING S,
 HE0847'TURN HERE AND GO 1.0 MILE, THEN E 0.25 MILE, THEN S 1.25 MILES TO
 HE0847'A GATE ON W SIDE OF ROAD, PASS THROUGH GATE AND FOLLOW FENCE LINE
 HE0847'W 0.2 MILE TO STATION.
 HE0847'
 HE0847'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 HE0847
 HE0847                          STATION RECOVERY (1962)
 HE0847
 HE0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HE0847'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HE0847'RECOVERED AS PREVIOUSLY DESCRIBED BY C. I. A. IN 1934.  THE
 HE0847'RED SANDSTONE (KAS-CHER,N) WAS NOT RECOVERED.  THE PIPELINE
 HE0847'IS NO LONGER IN EXISTENCE.  DUE TO RECENT ROAD CONSTRUCTION
 HE0847'A NEW ROUTING TO THE STATION IS NECESSARY.  THE LAND IS NOW OWNED
 HE0847'BY L.A. WATSON.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 HE0847'
 HE0847'THE STATION IS ABOUT 9 MILES SOUTH-SOUTHWEST OF COFFEYVILLE,
 HE0847'3 MILES SOUTHEAST OF TYRO, 1/2 MILE NORTH OF THE KANSAS-OKLAHOMA
 HE0847'STATE LINE, IN PASTURE LAND AND ON THE HIGHEST POINT IN
 HE0847'THE IMMEDIATE VICINITY.
 HE0847'
 HE0847'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 HE0847'AND U.S. HIGHWAY 166 AT THE SOUTH SIDE OF TYRO, GO EAST ON
 HE0847'HIGHWAY 166 FOR 1.8 MILES TO A SIDE ROAD ON THE RIGHT, 200
 HE0847'YARDS SOUTHWEST OF A FARM HOUSE.  TURN RIGHT AND GO SOUTH ON A
 HE0847'COUNTY ROAD FOR 1.0 MILE TO A T-JUNCTION.  TURN LEFT AND
 HE0847'GO EAST FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 HE0847'AND GO SOUTH FOR 1.0 MILE TO A FORK AND A LANE LEADING SOUTH.
 HE0847'TAKE THE RIGHT FORK AND GO SOUTH ON THE LANE FOR 0.2 MILE
 HE0847'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH FOR
 HE0847'ABOUT 200 FEET TO A DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT
 HE0847'AND GO WEST FOR 0.2 MILE TO THE STATION.
 HE0847'
 HE0847'THE STATION MARK IS A STANDARD DISK, STAMPED BROWN 1934, SET
 HE0847'IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER AND
 HE0847'PROJECTING 12 INCHES.  THE POST BEARS THE LETTERS AND NUMBERS
 HE0847'BM 1036.2.  IT IS 10 FEET SOUTH OF AN EAST-WEST FENCE AND
 HE0847'75 YARDS NORTH-NORTHWEST OF A SMALL GROVE OF OAK TREES.
 HE0847'
 HE0847'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BROWN NO 1 1934,
 HE0847'CEMENTED IN A DRILL HOLE AT THE WEST EDGE OF A 4 BY 4 FOOT
 HE0847'BOULDER PROJECTING 10 INCHES.  IT IS 7 FEET NORTHWEST OF A
 HE0847'10-INCH OAK TREE AND AT ABOUT THE SAME ELEVATION AS THE
 HE0847'STATION.
 HE0847'
 HE0847'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BROWN NO 2 1934, SET
 HE0847'IN THE TOP OF A CONCRETE POST 12-INCHES IN DIAMETER AND
 HE0847'PROJECTING 12 INCHES.  IT IS 1-1/2 FEET SOUTH OF THE EAST-WEST
 HE0847'FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE0847'
 HE0847'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BROWN AZI 1934,
 HE0847'SET IN THE TOP OF A 14 BY 14 INCH CONCRETE POST PROJECTING
 HE0847'12 INCHES.  IT IS 12 FEET NORTH OF A WEST GATE POST AND 12
 HE0847'FEET NORTH OF A FENCE.  TO REACH THE MARK FROM THE STATION
 HE0847'GO SOUTHWEST FOR 0.1 MILE TO A GATE IN A NORTH-SOUTH FENCE.
 HE0847'PASS THROUGH THE GATE AND GO SOUTHWESTERLY ALONG THE NORTH
 HE0847'SIDE OF A FENCE, CROSSING A GULLY, FOR 0.6 MILE TO THE TOP
 HE0847'OF A KNOLL AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0738 ***********************************************************************
 KG0738  DESIGNATION -  BROWN
 KG0738  PID         -  KG0738
 KG0738  STATE/COUNTY-  KS/ROOKS
 KG0738  USGS QUAD   -  LATON (1978)
 KG0738
 KG0738                         *CURRENT SURVEY CONTROL
 KG0738  ___________________________________________________________________
 KG0738* NAD 83(1997)-  39 15 48.76367(N)    099 04 05.29205(W)     ADJUSTED  
 KG0738* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 KG0738  ___________________________________________________________________
 KG0738  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 KG0738  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 KG0738
 KG0738  HORZ ORDER  -  SECOND
 KG0738
 KG0738.The horizontal coordinates were established by classical geodetic methods
 KG0738.and adjusted by the National Geodetic Survey in October 1998..
 KG0738
 KG0738.The orthometric height was scaled from a topographic map.
 KG0738
 KG0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0738
 KG0738.The geoid height was determined by GEOID03.
 KG0738
 KG0738;                    North         East     Units Scale Factor Converg.
 KG0738;SPC KS N     -   103,807.887   307,821.508   MT  0.99995688   -0 40 33.0
 KG0738;UTM  14      - 4,346,025.381   494,121.875   MT  0.99960043   -0 02 35.2
 KG0738
 KG0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0738!SPC KS N     -   0.99990489  x   0.99995688  =   0.99986177
 KG0738!UTM  14      -   0.99990489  x   0.99960043  =   0.99950536
 KG0738
 KG0738|---------------------------------------------------------------------|
 KG0738| PID    Reference Object                     Distance      Geod. Az  |
 KG0738|                                                           dddmmss.s |
 KG0738| CN7978 BROWN RM 1                           32.440 METERS 12641     |
 KG0738| CN7979 BROWN RM 2                           24.470 METERS 21935     |
 KG0738| CN7977 BROWN AZ MK                                        2685109.8 |
 KG0738|---------------------------------------------------------------------|
 KG0738
 KG0738                          SUPERSEDED SURVEY CONTROL
 KG0738
 KG0738  NAD 83(1986)-  39 15 48.77056(N)    099 04 05.29287(W) AD(       ) 2
 KG0738  NAD 27      -  39 15 48.73300(N)    099 04 03.96700(W) AD(       ) 2
 KG0738
 KG0738.Superseded values are not recommended for survey control.
 KG0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0738.See file dsdata.txt to determine how the superseded data were derived.
 KG0738
 KG0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ9412246025(NAD 83)
 KG0738_MARKER: DS = TRIANGULATION STATION DISK
 KG0738_SETTING: 66 = SET IN ROCK OUTCROP
 KG0738_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KG0738
 KG0738  HISTORY     - Date     Condition        Report By
 KG0738  HISTORY     - 1950     MONUMENTED       CGS
 KG0738
 KG0738                          STATION DESCRIPTION
 KG0738
 KG0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0738'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A PASTURE
 KG0738'ABOUT 13.0 MILES SOUTH AND 2.0 MILES EAST OF WOODSTON, 12.5 MILES
 KG0738'EAST AND 2.0 MILES NORTH OF PLAINVILLE, 5.0 MILES NORTH AND 2.5
 KG0738'MILES WEST OF NATOMA AND 1.0 MILE WEST OF THE ROOKS-OSBORNE COUNTY
 KG0738'LINE.  IT IS NOT ON THE HIGHEST GROUND IN THE IMMEDIATE VICINITY
 KG0738'AS THERE IS HIGHER GROUND ABOUT 300 YARD TO THE SOUTH.  IT IS
 KG0738'66.0 FEET WEST OF A T FENCE CORNER, 39.0 FEET NORTH OF THE
 KG0738'CENTER OF COUNTY ROUTE NO 404 AND 12.0 FEET NORTH OF A FENCE
 KG0738'AND TELEPHONE LINE.  IT IS A STANDARD SATION MARK DISK CEMENTED
 KG0738'IN A DRILL HOLE IN BEDROCK 18 INCHES BELOW THE SURFACE OF THE
 KG0738'GROUND AND IS STAMPED BROWN 1950.
 KG0738'
 KG0738'REFERENCE MARK NO. 1 IS LOCATED AT THE NORTH EDGE OF A CULTIVATED
 KG0738'FIELD ACROSS THE ROAD FROM THE STATION.  IT IS 25.0 FEET SOUTH OF
 KG0738'THE CENTER OF COUNTY ROUTE NO. 404 AND 1.0 FOOT NORTH OF A WOVEN
 KG0738'WIRE FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED BROWN NO 1 1950.
 KG0738'
 KG0738'REFERENCE MARK NO. 2 IS LOCATED AT THE NORTH EDGE OF A CULTIVATED
 KG0738'FIELD ACROSS THE ROAD FROM THE STATION.  IT IS 25.0 FEET SOUTH OF
 KG0738'THE CENTER OF COUNTY ROUTE NO. 404 AND 1.0 FOOT NORTH OF A WOVEN
 KG0738'WIRE FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED BROWN NO 2 1950.
 KG0738'
 KG0738'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KG0738'2 IS 136.50 FEET.
 KG0738'
 KG0738'THE AZIMUTH MARK IS LOCATED AT THE NORTH EDGE OF A CULTIVATED
 KG0738'FIELD AND DIRECTLY UNDER A POWER LINE.  IT IS 30.0 FEET SOUTH OF
 KG0738'THE CENTER OF COUNTY ROUTE NO. 404, 2.0 FEET EAST OF A POWERLINE
 KG0738'POLE AND 1.5 FEET EAST OF A WITNESS POST.  IT PROJECTS 5 INCHES
 KG0738'AND IS STAMPED BROWN 1950.
 KG0738'
 KG0738'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 KG0738'STATE HIGHWAY NO. 18 ONE HALF BLOCK FROM THE POST OFFICE IN
 KG0738'NATOMA, GO NORTH ON AN OILED STREET FOR 0.15 MILE TO A T
 KG0738'INTERSECTION JUST WEST OF THE SCHOOLHOUSE.  HERE TURN RIGHT AND
 KG0738'GO EAST ON A GRAVELED ROAD FOR 0.65 MILE TO THE JUNCTION WITH
 KG0738'COUNTY ROUTE NO. 657, TURN LEFT AND GO NORTH ON COUNTY ROUTE NO.
 KG0738'657 FOR 4.0 MILES TO WHERE COUNTY ROUTE NO. 657 JUNCTIONS WITH
 KG0738'COUNTY ROUTE NO. 404 AT A T INTERSECTION.  HERE GO NORTH ON
 KG0738'COUNTY ROUTE NO. 657 AND COUNTY ROUTE NO. 404 FOR 1.0 MILE TO
 KG0738'A T INTERSECTION WHERE COUNTY ROUTE NO. 657 CONTINUES STRAIGHT
 KG0738'AHEAD AND COUNTY ROUTE NO. 404 TURNS TO THE LEFT.  TURN
 KG0738'LEFT AND GO WEST ON COUNTY ROUTE NO. 404 FOR 3.15 MILES AND THE
 KG0738'STATION ON THE RIGHT AS DESCRIBED.
 KG0738'
 KG0738'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 KG0738'ROUTE NO. 404 FOR 0.5 MILE TO THE TOP OF A RISE AND THE MARK
 KG0738'ON THE LEFT AS DESCRIBED.
 KG0738'
 KG0738'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0930 ***********************************************************************
 HG0930  DESIGNATION -  BROWN
 HG0930  PID         -  HG0930
 HG0930  STATE/COUNTY-  KS/EDWARDS
 HG0930  USGS QUAD   -  KINSLEY SW (1984)
 HG0930
 HG0930                         *CURRENT SURVEY CONTROL
 HG0930  ___________________________________________________________________
 HG0930* NAD 83(1997)-  37 47 30.33417(N)    099 23 18.13962(W)     ADJUSTED  
 HG0930* NAVD 88     -       710.     (meters)    2329.     (feet)  SCALED    
 HG0930  ___________________________________________________________________
 HG0930  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 HG0930  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 HG0930
 HG0930  HORZ ORDER  -  THIRD
 HG0930
 HG0930.The horizontal coordinates were established by classical geodetic methods
 HG0930.and adjusted by the National Geodetic Survey in October 1998..
 HG0930
 HG0930.The orthometric height was scaled from a topographic map.
 HG0930
 HG0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0930
 HG0930.The geoid height was determined by GEOID03.
 HG0930
 HG0930;                    North         East     Units Scale Factor Converg.
 HG0930;SPC KS S     -   525,240.682   321,757.976   MT  0.99993832   -0 32 45.3
 HG0930;UTM  14      - 4,182,781.730   465,805.706   MT  0.99961440   -0 14 16.8
 HG0930
 HG0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0930!SPC KS S     -   0.99989270  x   0.99993832  =   0.99983103
 HG0930!UTM  14      -   0.99989270  x   0.99961440  =   0.99950714
 HG0930
 HG0930:                Primary Azimuth Mark                     Grid Az
 HG0930:SPC KS S     -  BROWN AZ MK                              023 30 31.1
 HG0930:UTM  14      -  BROWN AZ MK                              023 12 02.6
 HG0930
 HG0930|---------------------------------------------------------------------|
 HG0930| PID    Reference Object                     Distance      Geod. Az  |
 HG0930|                                                           dddmmss.s |
 HG0930| CK9045 BROWN AZ MK                                        0225745.8 |
 HG0930| CK9046 BROWN RM 1                           19.060 METERS 14330     |
 HG0930| CK9047 BROWN RM 2                           16.896 METERS 20840     |
 HG0930|---------------------------------------------------------------------|
 HG0930
 HG0930                          SUPERSEDED SURVEY CONTROL
 HG0930
 HG0930  NAD 83(1997)-  37 47 30.34200(N)    099 23 18.13929(W) AD(       ) 3
 HG0930  NAD 83(1986)-  37 47 30.33838(N)    099 23 18.13767(W) AD(       ) 3
 HG0930  NAD 27      -  37 47 30.28306(N)    099 23 16.71606(W) AD(       ) 3
 HG0930
 HG0930.Superseded values are not recommended for survey control.
 HG0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0930.See file dsdata.txt to determine how the superseded data were derived.
 HG0930
 HG0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6580682782(NAD 83)
 HG0930_MARKER: DS = TRIANGULATION STATION DISK
 HG0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0930
 HG0930  HISTORY     - Date     Condition        Report By
 HG0930  HISTORY     - 1961     MONUMENTED       CGS
 HG0930
 HG0930                          STATION DESCRIPTION
 HG0930
 HG0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0930'THE STATION IS ABOUT 12-1/2 MILES NORTHWEST OF GREENSBURG, 8-1/2
 HG0930'MILES SOUTH OF KINSLEY, 6-1/2 MILES WEST OF THE ARKANSAS RIVER, IN
 HG0930'THE NORTHWEST QUARTER OF SECTION 15, T 26 S, R 19 W, ON
 HG0930'PROPERTY OWNED BY MR. C.D. CRAFT.
 HG0930'
 HG0930'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 50 AND US
 HG0930'HIGHWAY 183, IN THE SOUTH EDGE OF THE TOWN OF KINSLEY, GO SOUTH ON US
 HG0930'HIGHWAY 183 FOR 1.8 MILES TO A BRIDGE OVER THE ARKANSAS RIVER.
 HG0930'CONTINUE AHEAD, SOUTH, ON US HIGHWAY 183 FOR 4.75 MILES TO A
 HG0930'CROSSROAD.  CONTINUE AHEAD ON HIGHWAY 183 FOR 2.1 MILES TO THE
 HG0930'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD ON HIGHWAY 183 FOR 0.05
 HG0930'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO FOR 0.2 MILE TO A
 HG0930'DRIVEWAY ON THE LEFT.  GO LEFT, SOUTH, ON THE DRIVEWAY FOR 0.05
 HG0930'MILE TO THE STATION ON THE RIGHT, IN THE NORTH EDGE OF THE LAWN OF
 HG0930'MR. C.D. CRAFT.
 HG0930'
 HG0930'STATION MARKS ARE STANDARD DISKS STAMPED BROWN 1961.  THE SURFACE
 HG0930'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG0930'GROUND. IT IS 77 FEET NORTH OF THE NORTHWEST CORNER OF A LARGE HOUSE,
 HG0930'76 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 51 FEET NORTH OF
 HG0930'A FENCE, 16 FEET WEST OF A TELEPHONE POLE AND 15 FEET SOUTH OF A ROW
 HG0930'OF TREES.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HG0930'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 HG0930'
 HG0930'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BROWN NO 1 1961, IS SET
 HG0930'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HG0930'IS 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 15 FEET
 HG0930'WEST OF THE CENTER OF THE DRIVEWAY AND 1 FOOT NORTH OF A CORNER
 HG0930'FENCE POST.
 HG0930'
 HG0930'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BROWN NO 2 1961, IS SET
 HG0930'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HG0930'IS 77 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD BASEMENT
 HG0930'FOUNDATION, 28 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 HG0930'HOUSE AND 1 FOOT SOUTH OF A CORNER FENCE POST.
 HG0930'
 HG0930'AZIMUTH MARK, A STANDARD DISK STAMPED BROWN 1961, IS SET IN A SQUARE
 HG0930'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 47 FEET EAST OF THE
 HG0930'CENTER OF US HIGHWAY 183, 1.5 FEET SOUTH OF A METAL WITNESS POST
 HG0930'AND 1 FOOT WEST OF A FENCE.
 HG0930'
 HG0930'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0670 ***********************************************************************
 KG0670  DESIGNATION -  BROWN RESET
 KG0670  PID         -  KG0670
 KG0670  STATE/COUNTY-  KS/SMITH
 KG0670  USGS QUAD   -  BELLAIRE (1973)
 KG0670
 KG0670                         *CURRENT SURVEY CONTROL
 KG0670  ___________________________________________________________________
 KG0670* NAD 83(1997)-  39 46 37.17482(N)    098 42 17.95951(W)     ADJUSTED  
 KG0670* NAVD 88     -       590.0    (meters)    1936.     (feet)  VERTCON   
 KG0670  ___________________________________________________________________
 KG0670  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 KG0670  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 KG0670
 KG0670  HORZ ORDER  -  FIRST
 KG0670
 KG0670.The horizontal coordinates were established by classical geodetic methods
 KG0670.and adjusted by the National Geodetic Survey in October 1998..
 KG0670
 KG0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0670
 KG0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0670
 KG0670.The geoid height was determined by GEOID03.
 KG0670
 KG0670;                    North         East     Units Scale Factor Converg.
 KG0670;SPC KS N     -   160,503.434   339,603.580   MT  0.99999898   -0 26 45.8
 KG0670;UTM  14      - 4,403,047.714   525,263.819   MT  0.99960786   +0 11 19.5
 KG0670
 KG0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0670!SPC KS N     -   0.99991151  x   0.99999898  =   0.99991049
 KG0670!UTM  14      -   0.99991151  x   0.99960786  =   0.99951941
 KG0670
 KG0670:                Primary Azimuth Mark                     Grid Az
 KG0670:SPC KS N     -  Y 172                                    011 26 06.7
 KG0670:UTM  14      -  Y 172                                    010 48 01.4
 KG0670
 KG0670|---------------------------------------------------------------------|
 KG0670| PID    Reference Object                     Distance      Geod. Az  |
 KG0670|                                                           dddmmss.s |
 KG0670| KG0212 Y 172                                              0105920.9 |
 KG0670| CN7972 BROWN RM 3                                         01237     |
 KG0670| KG0664 LEBANON MUNICIPAL TANK              APPROX.13.4 KM 0735712.0 |
 KG0670| KG0684 GAYLORD MUNICIPAL TANK              APPROX.18.6 KM 2210305.6 |
 KG0670| KG0671 BROWN AZ MK                         489.595 METERS 2685753.5 |
 KG0670| KG0695 SMITH CENTER STANDPIPE              APPROX. 6.1 KM 2704853.0 |
 KG0670| CN7973 BROWN RM 4                                         33742     |
 KG0670| CN7970 BROWN RM 1                           86.594 METERS 34342     |
 KG0670| CN7971 BROWN RM 2                           83.381 METERS 35931     |
 KG0670|---------------------------------------------------------------------|
 KG0670
 KG0670                          SUPERSEDED SURVEY CONTROL
 KG0670
 KG0670  NAD 83(1997)-  39 46 37.17983(N)    098 42 17.96045(W) AD(       ) 1
 KG0670  NAD 83(1986)-  39 46 37.18244(N)    098 42 17.95966(W) AD(       ) 1
 KG0670  NAD 27      -  39 46 37.14000(N)    098 42 16.70100(W) AD(       ) 1
 KG0670  NGVD 29 (07/19/86)  589.8    (m)         1935.     (f) VERT ANG       
 KG0670
 KG0670.Superseded values are not recommended for survey control.
 KG0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0670.See file dsdata.txt to determine how the superseded data were derived.
 KG0670
 KG0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK2526403048(NAD 83)
 KG0670_MARKER: DS = TRIANGULATION STATION DISK
 KG0670_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KG0670_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 KG0670
 KG0670  HISTORY     - Date     Condition        Report By
 KG0670  HISTORY     - 1979     MONUMENTED       NGS
 KG0670
 KG0670                          STATION DESCRIPTION
 KG0670
 KG0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KG0670'SUBSURFACE STATION MARK WAS RECOVERED BUT FOUND DISTURBED.  Y 172 KSG
 KG0670'WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED
 KG0670'WHEN THE HIGHWAY WAS REROUTED.  UNDERGROUND MARK AND REFERENCE MARKS
 KG0670'AND 2 WERE RECOVERED IN GOOD CONDITION, HOWEVER, THE OLD ROAD HAS BEE
 KG0670'ABANDONED AND THESE REFERENCE MARKS ARE NOW IN A CULTIVATED FIELD.  A
 KG0670'NEW SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK, BUT WAS
 KG0670'LEFT 18 INCHES BELOW THE SURFACE IN ORDER IT WOULD NOT BE DISTURBED B
 KG0670'FARMING OPERATIONS.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AND
 KG0670'REFERENCE MARKS 1 AND 2 WERE REMOVED FROM THE FIELD TO AVOID
 KG0670'INTERFERENCE WITH FARMING.  THE DIRECTION TO REFERENCE MARK 1 WAS 12
 KG0670'SECONDS SMALLER AND THE DISTANCE WAS 0.02 FOOT SHORTER THAN PREVIOUS
 KG0670'DATA, WHILE THE DIRECTION TO REFERENCE MARK 2 WAS 16 SECONDS SMALLER
 KG0670'AND THE DISTANCE AGREED.  A NEW AZIMUTH MARK WAS ALSO
 KG0670'ESTABLISHED.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 KG0670'
 KG0670'THE STATION IS ABOUT 4 MILES EAST OF SMITH CENTER, 1/2 MILE SOUTH OF
 KG0670'U.S. HIGHWAYS 281 AND 36 AND IN THE NORTHWEST CORNER OF THE SE 1/4,
 KG0670'SEC 10, T35, R12W, ON THE HIGHEST POINT IN THE VICINITY AND ON THE
 KG0670'PROPERTY OF DICK WELTMER, BOX 54, ROUTE 1, SMITH CENTER,
 KG0670'KANSAS.  TELEPHONE 282-3570.
 KG0670'
 KG0670'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 281 AND 36 IN
 KG0670'SMITH CENTER, GO EAST ON THE HIGHWAYS FOR 4.0 MILES TO A GRADED
 KG0670'CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR 0.55 MILE TO
 KG0670'A TRACK CROSSROAD.  TURN LEFT AND GO EAST ON A TRACK ROAD FOR 0.25
 KG0670'MILE TO THE END OF THE ROAD, THE REFERENCE MARKS STRAIGHT AHEAD, AND
 KG0670'THE STATION ABOUT 150 YARDS SOUTHEAST ON THE HIGHEST POINT.
 KG0670'
 KG0670'TO REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO THE GRADED
 KG0670'ROAD, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 KG0670'
 KG0670'STATION MARKS ARE STANDARD DISKS.  THE SUB-SURFACE DISK,
 KG0670'STAMPED---BROWN 1898 1979---IS SET IN AN IRREGULAR MASS OF CONCRETE
 KG0670'THAT IS 18 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND DISK IS
 KG0670'STAMPED---BROWN 1898---AND IS SET IN AN IRREGULAR MASS OF CONCRETE 41
 KG0670'INCHES BELOW THE GROUND SURFACE.
 KG0670'
 KG0670'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---BROWN 1898 NO 3
 KG0670'1979---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 KG0670'INCHES.  IT IS 1.5 FEET EAST OF A WITNESS POST, 1 FOOT SOUTH OF AN
 KG0670'EAST/WEST FENCE, 1 FOOT WEST OF A POWERLINE POLE AND IS ABOUT 15 FEET
 KG0670'LOWER THAN THE STATION.
 KG0670'
 KG0670'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---BROWN 1898 NO 4
 KG0670'1979---SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 KG0670'INCHES.  IT IS 1.5 FEET SOUTHEAST OF A POWERLINE POLE, 1.5 FEET WEST
 KG0670'OF A WITNESS POST, 1 FOOT SOUTH OF THE EAST/WEST FENCE AND IS ABOUT 10
 KG0670'FEET LOWER THAN THE STATION.
 KG0670'
 KG0670'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---BROWN 1898 1979---
 KG0670'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 28.0
 KG0670'FEET WEST OF THE CENTERLINE OF THE GRADED DIRT ROAD, 1.5 FEET NORTH OF
 KG0670'A TELEPHONE POLE AND 1.5 FEET SOUTH OF A WITNESS POST.
 KG0670'
 KG0670'THIS STATION CANNOT BE DRIVEN TO, FROM THE HIGHWAYS, DURING WET
 KG0670'WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0948 ***********************************************************************
 JG0948  DESIGNATION -  BROWNELL ROBINSON MILL ELEV
 JG0948  PID         -  JG0948
 JG0948  STATE/COUNTY-  KS/NESS
 JG0948  USGS QUAD   -  BROWNELL (1980)
 JG0948
 JG0948                         *CURRENT SURVEY CONTROL
 JG0948  ___________________________________________________________________
 JG0948* NAD 83(1997)-  38 38 21.06629(N)    099 44 38.17554(W)     ADJUSTED  
 JG0948* NAVD 88     -                                                        
 JG0948  ___________________________________________________________________
 JG0948  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 JG0948  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 JG0948
 JG0948  HORZ ORDER  -  THIRD
 JG0948
 JG0948.The horizontal coordinates were established by classical geodetic methods
 JG0948.and adjusted by the National Geodetic Survey in October 1998..
 JG0948
 JG0948
 JG0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0948
 JG0948.The geoid height was determined by GEOID03.
 JG0948
 JG0948;                    North         East     Units Scale Factor Converg.
 JG0948;SPC KS S     -   619,651.222   291,698.588   MT  1.00001515   -0 45 52.0
 JG0948;SPC KS N     -    35,414.874   248,172.044   MT  1.00001341   -1 06 12.3
 JG0948;UTM  14      - 4,277,000.273   435,254.839   MT  0.99965162   -0 27 52.3
 JG0948
 JG0948                          SUPERSEDED SURVEY CONTROL
 JG0948
 JG0948  NAD 83(1986)-  38 38 21.07506(N)    099 44 38.17478(W) AD(       ) 4
 JG0948  NAD 27      -  38 38 21.02230(N)    099 44 36.75257(W) AD(       ) 3
 JG0948
 JG0948.Superseded values are not recommended for survey control.
 JG0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0948.See file dsdata.txt to determine how the superseded data were derived.
 JG0948
 JG0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH3525577000(NAD 83)
 JG0948
 JG0948  HISTORY     - Date     Condition        Report By
 JG0948  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0948
 JG0948                          STATION DESCRIPTION
 JG0948
 JG0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0948'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF BROWNELL.
 JG0948'
 JG0948'THE STATION IS THE VENT ON THE HEADHOUSE ATOP A CONCRETE ELEVATOR,
 JG0948'WHICH HAS AN OVERALL HEIGHT OF 140 FEET.  THE HEADHOUSE IS NEAR THE
 JG0948'NORTHWEST END OF THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0998 ***********************************************************************
 HE0998  DESIGNATION -  BRUSH
 HE0998  PID         -  HE0998
 HE0998  STATE/COUNTY-  KS/CHEROKEE
 HE0998  USGS QUAD   -  KIRKWOOD (1978)
 HE0998
 HE0998                         *CURRENT SURVEY CONTROL
 HE0998  ___________________________________________________________________
 HE0998* NAD 83(1997)-  37 19 27.51316(N)    094 42 58.95666(W)     ADJUSTED  
 HE0998* NAVD 88     -       279.2    (meters)     916.     (feet)  VERTCON   
 HE0998  ___________________________________________________________________
 HE0998  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HE0998  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 HE0998
 HE0998  HORZ ORDER  -  SECOND
 HE0998
 HE0998.The horizontal coordinates were established by classical geodetic methods
 HE0998.and adjusted by the National Geodetic Survey in October 1998..
 HE0998
 HE0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0998
 HE0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0998
 HE0998.The geoid height was determined by GEOID03.
 HE0998
 HE0998;                    North         East     Units Scale Factor Converg.
 HE0998;SPC KS S     -   479,792.153   735,255.196   MT  0.99998917   +2 19 30.5
 HE0998;UTM  15      - 4,132,231.332   347,928.504   MT  0.99988487   -1 02 27.2
 HE0998
 HE0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0998!SPC KS S     -   0.99996094  x   0.99998917  =   0.99995011
 HE0998!UTM  15      -   0.99996094  x   0.99988487  =   0.99984581
 HE0998
 HE0998|---------------------------------------------------------------------|
 HE0998| PID    Reference Object                     Distance      Geod. Az  |
 HE0998|                                                           dddmmss.s |
 HE0998| CQ5778 BRUSH RM 1                           14.743 METERS 08948     |
 HE0998| HE1071 TV STATION KOAM WEST MAST           APPROX.11.5 KM 1755651.9 |
 HE0998| CQ5779 BRUSH RM 2                           16.975 METERS 17718     |
 HE0998|---------------------------------------------------------------------|
 HE0998
 HE0998                          SUPERSEDED SURVEY CONTROL
 HE0998
 HE0998  NAD 83(1997)-  37 19 27.51949(N)    094 42 58.95735(W) AD(       ) 2
 HE0998  NAD 83(1986)-  37 19 27.52597(N)    094 42 58.95050(W) AD(       ) 2
 HE0998  NAD 27      -  37 19 27.33594(N)    094 42 58.09898(W) AD(       ) 2
 HE0998  NGVD 29 (07/19/86)  279.1    (m)          916.     (f) VERT ANG       
 HE0998
 HE0998.Superseded values are not recommended for survey control.
 HE0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0998.See file dsdata.txt to determine how the superseded data were derived.
 HE0998
 HE0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4792932231(NAD 83)
 HE0998_MARKER: DS = TRIANGULATION STATION DISK
 HE0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0998_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0998+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2001
 HE0998
 HE0998  HISTORY     - Date     Condition        Report By
 HE0998  HISTORY     - 1966     MONUMENTED       CGS
 HE0998  HISTORY     - 20010405 GOOD             LOCSUR
 HE0998  HISTORY     - 20060920 GOOD             GEOCAC
 HE0998
 HE0998                          STATION DESCRIPTION
 HE0998
 HE0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0998'THE STATION IS LOCATED 6 MILES SOUTH OF PITTSBURG, 5-1/2
 HE0998'MILES EAST-SOUTHEAST OF CHEROKEE, 3 MILES EAST-NORTHEAST
 HE0998'OF WEIR, ON THE NORTH RIGHT-OF-WAY OF AN EAST-WEST ROAD.
 HE0998'
 HE0998'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HE0998'69, 160 AND STATE HIGHWAY 57 ABOUT 5 MILES SOUTH OF PITTSBURG,
 HE0998'GO SOUTH ON U.S. HIGHWAY 69 FOR 1 MILE TO A CROSSROAD AT A
 HE0998'CEMETERY.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.6
 HE0998'MILE TO A FENCE CORNER AND THE STATION ON THE RIGHT.
 HE0998'
 HE0998'THE STATION MARK IS A STANDARD DISK, STAMPED BRUSH 1966,
 HE0998'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0998'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 31 FEET NORTH
 HE0998'OF THE CENTERLINE OF THE EAST-WEST ROAD, 15.3 FEET WEST
 HE0998'OF THE FENCE CORNER, 4.2 FEET SOUTHWEST OF A WITNESS POST
 HE0998'AND 2.3 FEET SOUTH OF AN EAST-WEST FENCE.
 HE0998'
 HE0998'R.M. 1 IS A STANDARD DISK, STAMPED BRUSH NO 1 1966, SET IN
 HE0998'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0998'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 33.5 FEET
 HE0998'EAST OF THE FENCE CORNER, 32 FEET NORTH OF THE CENTERLINE OF
 HE0998'THE ROAD, 2 FEET SOUTH OF THE FENCE AND AT ABOUT THE SAME
 HE0998'ELEVATION AS THE STATION.
 HE0998'
 HE0998'R.M. 2 IS A STANDARD DISK, STAMPED BRUSH NO 2 1966, SET IN
 HE0998'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0998'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 28 FEET SOUTH
 HE0998'OF THE CENTERLINE OF THE ROAD, 1.2 FEET NORTH OF AN EAST-WEST
 HE0998'FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE0998'
 HE0998'NO AZIMUTH MARK ESTABLISHED.
 HE0998
 HE0998                          STATION RECOVERY (2001)
 HE0998
 HE0998'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KJD)
 HE0998'RECOVERED IN GOOD CONDITION.
 HE0998
 HE0998                          STATION RECOVERY (2006)
 HE0998
 HE0998'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 HE0998'LOCATED THE STATION AND REFERENCE MARK 1. THE WITNESS POST HAS BEEN
 HE0998'REMOVED.  REFERENCE MARK 2 NOT SEARCHED FOR DUE TO DENSE FOLIAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0797 ***********************************************************************
 KG0797  DESIGNATION -  BRUSH RESET
 KG0797  PID         -  KG0797
 KG0797  STATE/COUNTY-  KS/GRAHAM
 KG0797  USGS QUAD   -  PENOKEE (1979)
 KG0797
 KG0797                         *CURRENT SURVEY CONTROL
 KG0797  ___________________________________________________________________
 KG0797* NAD 83(1997)-  39 19 14.06082(N)    099 53 46.78342(W)     ADJUSTED  
 KG0797* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 KG0797  ___________________________________________________________________
 KG0797  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 KG0797  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 KG0797
 KG0797  HORZ ORDER  -  SECOND
 KG0797
 KG0797.The horizontal coordinates were established by classical geodetic methods
 KG0797.and adjusted by the National Geodetic Survey in October 1998..
 KG0797
 KG0797.The orthometric height was scaled from a topographic map.
 KG0797
 KG0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0797
 KG0797.The geoid height was determined by GEOID03.
 KG0797
 KG0797;                    North         East     Units Scale Factor Converg.
 KG0797;SPC KS N     -   111,307.259   236,490.589   MT  0.99995759   -1 11 59.4
 KG0797;UTM  14      - 4,352,734.805   422,736.143   MT  0.99967350   -0 34 04.8
 KG0797
 KG0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0797!SPC KS N     -   0.99990120  x   0.99995759  =   0.99985880
 KG0797!UTM  14      -   0.99990120  x   0.99967350  =   0.99957473
 KG0797
 KG0797|---------------------------------------------------------------------|
 KG0797| PID    Reference Object                     Distance      Geod. Az  |
 KG0797|                                                           dddmmss.s |
 KG0797| CN7987 BRUSH RM 1                           17.817 METERS 00031     |
 KG0797| KG0791 HILL CITY MUNICIPAL TANK            APPROX. 6.7 KM 0390533.2 |
 KG0797| KG0799 BRUSH AZ MK                         APPROX. 1.2 KM 0884154.4 |
 KG0797| CN7988 BRUSH RM 2                           11.263 METERS 09058     |
 KG0797| CN7989 BRUSH RM 3                           17.362 METERS 26705     |
 KG0797|---------------------------------------------------------------------|
 KG0797
 KG0797                          SUPERSEDED SURVEY CONTROL
 KG0797
 KG0797  NAD 83(1986)-  39 19 14.06545(N)    099 53 46.78515(W) AD(       ) 2
 KG0797  NAD 27      -  39 19 14.04400(N)    099 53 45.34400(W) AD(       ) 2
 KG0797
 KG0797.Superseded values are not recommended for survey control.
 KG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0797.See file dsdata.txt to determine how the superseded data were derived.
 KG0797
 KG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2273652735(NAD 83)
 KG0797_MARKER: DS = TRIANGULATION STATION DISK
 KG0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0797_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 KG0797
 KG0797  HISTORY     - Date     Condition        Report By
 KG0797  HISTORY     - 1950     MONUMENTED       CGS
 KG0797  HISTORY     - 1979     GOOD             NGS
 KG0797
 KG0797                          STATION DESCRIPTION
 KG0797
 KG0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0797'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF HILL CITY, 0.7
 KG0797'MILE WEST OF AN ABANDON FARM HOUSE AND ON THE SOUTH RIGHT-OF-WAY
 KG0797'OF AN EAST-WEST SECTION LINE ROAD.  IT IS 30 FEET SOUTH OF THE
 KG0797'CENTER OF THE ROAD AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.
 KG0797'IT IS STAMPED BRUSH 1950 AND PROJECTS 1 INCH.
 KG0797'
 KG0797'REFERENCE MARK NO. 1 IS 28 FEET NORTH OF THE CENTER OF THE ROAD,
 KG0797'28 FEET EAST OF THE CENTER OF A WIRE GATE, 1 FOOT SOUTH OF AN
 KG0797'EAST-WEST FENCE LINE AND 1 FOOT BELOW THE LEVEL OF THE STATION.  IT
 KG0797'IS STAMPED BRUSH NO 1 1950 AND PROJECTS 1 INCH.
 KG0797'
 KG0797'REFERENCE MARK NO. 2 IS 32 FEET SOUTH OF THE CENTER OF THE ROAD
 KG0797'AND 2 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED BRUSH
 KG0797'NO 2 1950 AND PROJECTS 1 INCH.
 KG0797'
 KG0797'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 69.6 FEET.
 KG0797'
 KG0797'THE AZIMUTH MARK IS 110 FEET NORTH OF THE NORTHWEST CORNER OF AN
 KG0797'ABANDON ROCK FARM HOUSE, 26 FEET NORTH OF THE CENTER OF AN
 KG0797'EAST-WEST ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 KG0797'STAMPED BRUSH 1950 AND SET FLUSH WITH THE GROUND.
 KG0797'
 KG0797'TO REACH THE STATION FROM THE DEPOT IN HILL CITY, GO SOUTH ON
 KG0797'U.S. HIGHWAY 283 FOR 0.9 MILE TO A CROSSROAD, TURN RIGHT AND GO
 KG0797'WEST ON A GRADED ROAD FOR 1.2 MILES TO A CROSSROAD.  TURN LEFT AND
 KG0797'GO SOUTH AND WEST ON THE MAIN GRADED ROAD FOR 2.2 MILES TO AN
 KG0797'ABANDON ROCK FARM HOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE
 KG0797'RIGHT AS DESCRIBED, CONTINUE WEST FOR 0.7 MILE TO THE STATION
 KG0797'ON THE LEFT AS DESCRIBED.
 KG0797'
 KG0797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0797
 KG0797                          STATION RECOVERY (1979)
 KG0797
 KG0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KG0797'STATION MARKS, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE
 KG0797'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED.  A
 KG0797'NEW SURFACE MARK AND REFERENCE MARK 3 HAD BEEN SET IN 1977, BUT THE
 KG0797'STATION WAS NOT OCCUPIED.  THESE MARKS WERE RE-STAMPED---1979, AND THE
 KG0797'STATION OCCUPIED THIS DATE.  REFERENCE MARK 1 IS LEANING SLIGHTLY BUT
 KG0797'IS SOLID.  THE DIRECTION TO THE MARK WAS 16 MINUTES, 44 SECONDS LARGER
 KG0797'THAN THE 1950 DATA AND THE DISTANCE WAS 0.045 METER SHORTER.  THE
 KG0797'WATER TANK AND MAST THAT WERE OBSERVED UPON IN HILL CITY DURING THE
 KG0797'1950 OBSERVATIONS ARE NO LONGER THERE.  A NEW DESCRIPTION FOLLOWS.
 KG0797'
 KG0797'STATION IS ABOUT 4 MILES SOUTHWEST OF HILL CITY, 3 MILES SOUTH OF
 KG0797'U.S. HIGHWAY 24, 3 MILES WEST OF U.S. HIGHWAY 283 AND ON THE
 KG0797'RIGHT-OF-WAY OF GRAHAM COUNTY ROAD 392.
 KG0797'
 KG0797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 283
 KG0797'IN HILL CITY, GO SOUTH ON HIGHWAY 283 FOR 1.5 MILES TO A CROSSROAD,
 KG0797'GRAHAM COUNTY ROAD 392.  TURN RIGHT AND GO WEST ON THE COUNTY ROAD FOR
 KG0797'1.2 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH AND WEST ON COUNTY
 KG0797'ROAD 392 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 KG0797'WEST FOR 0.7 MILE TO THE STATION ON THE LEFT, AT THE CREST OF A RIDGE.
 KG0797'
 KG0797'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BRUSH 1950
 KG0797'1979--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT
 KG0797'IS 68.0 FEET SOUTH-SOUTHEAST OF A FIELD ENTRANCE, 46.0 FEET EAST OF A
 KG0797'FIELD ENTRANCE, 27.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 3.5
 KG0797'FEET NORTH OF A WITNESS POST AND A FENCE.
 KG0797'
 KG0797'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BRUSH NO 1 1950---
 KG0797'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 31.5
 KG0797'FEET NORTH OF THE CENTERLINE OF THE ROAD, 31.0 FEET EAST OF THE
 KG0797'CENTERLINE OF A FIELD ENTRANCE, 1.5 FEET SOUTH OF A FENCE AND IS
 KG0797'ABOUT 1 FOOT HIGHER THAN THE STATION.
 KG0797'
 KG0797'REFERENCE MARK 3 IS A PRE-CAST ALUMINUM PIPE MARKER, STAMPED---BRUSH
 KG0797'1950 NO 3 1979--- THAT IS EMBEDDED IN THE GROUND AND PROJECTS 1
 KG0797'INCH.  IT IS 30.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 12.0 FEET
 KG0797'WEST OF A FIELD ENTRANCE, 0.6 FOOT NORTH OF A FENCE AND IS ABOUT 2
 KG0797'FEET HIGHER THAN THE STATION.
 KG0797'
 KG0797'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BRUSH 1950--- SET IN THE
 KG0797'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 40.0
 KG0797'FEET NORTH OF THE CENTERLINE OF THE ROAD, 24.5 FEET EAST OF THE CENTER
 KG0797'OF A GATE, 1 FOOT SOUTH OF A FENCE AND 1.0 FOOT SOUTHEAST OF A
 KG0797'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LJ0359 ***********************************************************************
 LJ0359  DESIGNATION -  BRYAN
 LJ0359  PID         -  LJ0359
 LJ0359  STATE/COUNTY-  KS/DECATUR
 LJ0359  USGS QUAD   -  MC COOK SW (1957)
 LJ0359
 LJ0359                         *CURRENT SURVEY CONTROL
 LJ0359  ___________________________________________________________________
 LJ0359* NAD 83(1997)-  40 00 06.99214(N)    100 39 51.31560(W)     ADJUSTED  
 LJ0359* NAVD 88     -       866.86   (+/-2cm)    2844.0    (feet)  VERTCON   
 LJ0359  ___________________________________________________________________
 LJ0359  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 LJ0359  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 LJ0359
 LJ0359  HORZ ORDER  -  FIRST
 LJ0359  VERT ORDER  -  THIRD ? (See Below)
 LJ0359
 LJ0359.The horizontal coordinates were established by classical geodetic methods
 LJ0359.and adjusted by the National Geodetic Survey in October 1998..
 LJ0359
 LJ0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 LJ0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LJ0359.The vertical order pertains to the NGVD 29 superseded value.
 LJ0359
 LJ0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 LJ0359
 LJ0359.The geoid height was determined by GEOID03.
 LJ0359
 LJ0359;                    North         East     Units Scale Factor Converg.
 LJ0359;SPC KS N     -   188,592.138   172,518.581   MT  1.00004278   -1 41 08.6
 LJ0359;SPC NE       -    18,939.778   443,278.975   MT  0.99999912   -0 26 24.7
 LJ0359;UTM  14      - 4,429,299.238   357,940.264   MT  0.99984844   -1 04 11.9
 LJ0359
 LJ0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LJ0359!SPC KS N     -   0.99986782  x   1.00004278  =   0.99991060
 LJ0359!SPC NE       -   0.99986782  x   0.99999912  =   0.99986694
 LJ0359!UTM  14      -   0.99986782  x   0.99984844  =   0.99971628
 LJ0359
 LJ0359|---------------------------------------------------------------------|
 LJ0359| PID    Reference Object                     Distance      Geod. Az  |
 LJ0359|                                                           dddmmss.s |
 LJ0359| CN7991 BRYAN RM 1                           32.412 METERS 18151     |
 LJ0359| KH0819 HERNDON MUNICIPAL TANK              APPROX.14.3 KM 2263126.1 |
 LJ0359| CN7990 BRYAN AZ MK                                        2701802.6 |
 LJ0359| CN7992 BRYAN RM 2                           51.907 METERS 31104     |
 LJ0359|---------------------------------------------------------------------|
 LJ0359
 LJ0359                          SUPERSEDED SURVEY CONTROL
 LJ0359
 LJ0359  NAD 83(1997)-  40 00 06.99220(N)    100 39 51.31573(W) AD(       ) 1
 LJ0359  NAD 83(1986)-  40 00 06.99628(N)    100 39 51.31976(W) AD(       ) 1
 LJ0359  NAD 27      -  40 00 06.97800(N)    100 39 49.77500(W) AD(       ) 1
 LJ0359  NGVD 29 (07/19/86)  866.54   (m)         2843.0    (f) LEVELING    3  
 LJ0359
 LJ0359.Superseded values are not recommended for survey control.
 LJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LJ0359.See file dsdata.txt to determine how the superseded data were derived.
 LJ0359
 LJ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK5794029299(NAD 83)
 LJ0359_MARKER: DS = TRIANGULATION STATION DISK
 LJ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LJ0359
 LJ0359  HISTORY     - Date     Condition        Report By
 LJ0359  HISTORY     - 1935     MONUMENTED       CGS
 LJ0359  HISTORY     - 1951     GOOD             CGS
 LJ0359
 LJ0359                          STATION DESCRIPTION
 LJ0359
 LJ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LJ0359'THE STATION IS LOCATED 10 MILES SOUTH AND 1 MILE WEST OF
 LJ0359'MC COOK, NEBRASKA, ON A HIGH RIDGE, ON LAND OWNED BY MR. BEN
 LJ0359'BRYAN, WHO LIVES 0.5 MILE SOUTH OF THE STATION.  IT IS JUST
 LJ0359'SOUTH OF THE KANSAS-NEBRASKA BOUNDARY, IN THE NORTHWEST CORNER
 LJ0359'OF SEC. 2, T. 1 S., R. 30 W.
 LJ0359'
 LJ0359'THE STATION MARK LIES 12.28 FEET NORTH OF THE CORNER POST
 LJ0359'OF A FENCE T-INTERSECTION STEM EAST, 62 FEET EAST-NORTHEAST
 LJ0359'OF A LONE NORTHEAST FENCE CORNER ON THE WEST SIDE OF A NORTH-SOUTH
 LJ0359'GRADED ROAD, 33 FEET EAST OF THE CENTERLINE OF THE GRADED
 LJ0359'NORTH-SOUTH ROAD, (MENTIONED ABOVE), 22 FEET SOUTH OF THE
 LJ0359'SOUTH GATEPOST OF AN ANGLING NORTHWEST-SOUTHEAST WIRE GATE,
 LJ0359'IN A LONE NORTHEAST FENCE CORNER NORTH OF THE STATION AND ON
 LJ0359'THE APPROXIMATE CENTERLINE (EXTENDED) OF THE EAST-WEST LANE
 LJ0359'WHICH IS ASSUMED TO BE THE KANSAS-NEBRASKA BOUNDARY, 22 FEET
 LJ0359'SOUTH OF THE ABOVE MENTIONED EXTENSION OF THE LANE
 LJ0359'CENTERLINE.  IT PROJECTS 8 INCHES.
 LJ0359'
 LJ0359'REFERENCE MARK NO. 1 LIES SOUTH OF THE STATION,
 LJ0359'1.3 FEET WEST OF A NORTH-SOUTH FENCE (THE EAST RIGHT-OF-WAY
 LJ0359'FENCE OF THE NORTH-SOUTH GRADED ROAD), AND 27-1/2 FEET EAST
 LJ0359'OF THE CENTERLINE OF THE GRADED NORTH-SOUTH ROAD.  IT PROJECTS
 LJ0359'6 INCHES.
 LJ0359'
 LJ0359'REFERENCE MARK NO. 2 LIES WEST-NORTHWEST OF THE
 LJ0359'STATION, 1.6 FEET SOUTH-SOUTHWEST OF A NORTH-NORTHWEST AND
 LJ0359'SOUTH-SOUTHEAST FENCE LINE (THE NORTHEAST ROAD CURVE RIGHT-OF-WAY
 LJ0359'FENCE), AND 78 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST
 LJ0359'ROAD IN THE LANE WHICH WAS MENTIONED IN THE STATION MARK
 LJ0359'DESCRIPTION, ASSUMED TO BE THE KANSAS-NEBRASKA BOUNDARY
 LJ0359'ROAD AND LANE.  IT PROJECTS 6 INCHES.
 LJ0359'
 LJ0359'THE AZIMUTH MARK LIES WEST OF THE STATION, 1.5 FEET NORTH
 LJ0359'OF AN EAST-WEST FENCE (SOUTH ROAD RIGHT-OF-WAY FENCE), 27
 LJ0359'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST GRADED
 LJ0359'KANSAS-NEBRASKA BOUNDARY LINE ROAD (JUST EAST OF THE POINT
 LJ0359'WHERE THE ROAD TURNS NORTH), INCHES.
 LJ0359'
 LJ0359'THE STATION MAY BE REACHED FROM MC COOK, NEBRASKA, BY DRIVING
 LJ0359'SOUTH ON U.S. HIGHWAY 183 FOR 14.5 MILES TO A T-ROAD
 LJ0359'INTERSECTION OF HIGHWAY 183 AND A GRADED SECTION-LINE ROAD
 LJ0359'WEST (STEM OF T) (WHITE FARMHOUSE AND WINDMILL ON THE EAST
 LJ0359'SIDE OF ROAD AT THIS POINT), TURN RIGHT (WEST) ON TO GRADED
 LJ0359'ROAD AND DRIVE 1.0 MILE, TURN SOUTH DRIVE 0.5 MILE, TURN
 LJ0359'WEST DRIVE 0.7 MILE TO A WHITE SCHOOLHOUSE ON THE NORTH
 LJ0359'SIDE OF ROAD, CONTINUE WEST 1.2 MILES TO A POINT WHERE THE
 LJ0359'MAIN ROAD TURNS NORTH AND A TRACK ROAD CONTINUES ON WEST, GO
 LJ0359'ON WEST 0.5 MILE ON THE TRACK ROAD TO ROAD TURN (ONLY ROAD
 LJ0359'GOES SOUTH) GO 0.1 MILE TO FARM BUILDINGS, TURN RIGHT
 LJ0359'(WEST) BETWEEN FARM BUILDINGS, GO 0.1 MILE, JOG SOUTH 0.1
 LJ0359'MILE, THEN WEST 0.1 MILE, THEN SOUTH 100 YARDS, TURN WEST
 LJ0359'AND GO 0.4 MILE TO A GRADED SECTION-LINE CROSS ROAD, TURN
 LJ0359'SOUTH (LEFT) GO 1.1 MILES TO CROSS ROAD, TURN RIGHT
 LJ0359'(WEST) GO 1.0 MILE TO A T-INTERSECTION WITH A GRADED
 LJ0359'NORTH-SOUTH ROAD (BEN BRYANS WHITE FARMHOUSE WITH
 LJ0359'SEVERAL TREES NORTHWEST OF THE T) STEM EAST, TURN RIGHT
 LJ0359'(NORTH) DRIVE 0.5 MILE TO A POINT WHERE NORTH-SOUTH
 LJ0359'TURNS LEFT ON TO STATE LINE ROAD.  STATION IS JUST EAST OF
 LJ0359'THIS POINT.
 LJ0359'
 LJ0359'A 20-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LJ0359
 LJ0359                          STATION RECOVERY (1951)
 LJ0359
 LJ0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 LJ0359'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LJ0359'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 LJ0359'CONDITION.
 LJ0359'
 LJ0359'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LJ0359'
 LJ0359'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTH OF MC COOK,
 LJ0359'NEBRASKA AND 5.0 MILES NORTH OF TRAER, KANSAS IN THE SOUTHWEST
 LJ0359'CORNER OF A CULTIVATED FIELD, 25 FEET EAST OF THE CENTER
 LJ0359'OF A NORTH-SOUTH ROAD, 18 FEET SOUTH OF THE SOUTH END OF A WIRE
 LJ0359'GATE AND 12 FEET NORTH OF A FENCE CORNER.  IT IS STAMPED BRYAN 1935
 LJ0359'AND PROJECTS 4 INCHES.
 LJ0359'
 LJ0359'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 94 FEET
 LJ0359'SOUTH OF A FENCE CORNER, 20 FEET EAST OF THE CENTER OF A
 LJ0359'NORTH-SOUTH ROAD AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 LJ0359'IT IS STAMPED BRYAN NO 1 1935 AND PROJECTS 2 INCHES.
 LJ0359'
 LJ0359'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 72 FEET
 LJ0359'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 35 FEET EAST OF THE
 LJ0359'CENTER OF A NORTH-SOUTH ROAD, 18 FEET SOUTHEAST OF A FENCE
 LJ0359'CORNER AND 1 FOOT SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE
 LJ0359'LINE.  IT IS STAMPED BRYAN NO 2 1935 AND PROJECTS 5 INCHES.
 LJ0359'
 LJ0359'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 251.41 FEET.
 LJ0359'
 LJ0359'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 75 FEET EAST
 LJ0359'OF A FENCE CORNER, 35 FEET SOUTH OF THE CENTER OF ROAD, 3
 LJ0359'FEET NORTH OF AN EAST-WEST FENCE LINE AND 1 FOOT EAST OF A
 LJ0359'WITNESS POST.  IT IS STAMPED BRYAN AZIMUTH 1935 AND PROJECTS
 LJ0359'2 INCHES.
 LJ0359'
 LJ0359'TO REACH THE STATION FROM THE POST OFFICE IN TRAER, KANSAS,
 LJ0359'GO NORTH ON DIRT ROAD FOR 5.1 MILES TO A T ROAD LEFT AND STATION
 LJ0359'ON RIGHT IN SOUTHWEST CORNER OF FIELD AS DESCRIBED.
 LJ0359'(TURN LEFT AND GO WEST ON DIRT ROAD FOR 1.0 MILE TO POINT
 LJ0359'WHERE ROAD TURNS NORTH AND AZIMUTH MARK ON LEFT AS DESCRIBED.)
 LJ0359'
 LJ0359'THE 1935 DESCRIPTION SHOWS THE STATION IN KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0830 ***********************************************************************
 KF0830  DESIGNATION -  BUCK
 KF0830  PID         -  KF0830
 KF0830  STATE/COUNTY-  KS/WASHINGTON
 KF0830  USGS QUAD   -  HADDAM (1966)
 KF0830
 KF0830                         *CURRENT SURVEY CONTROL
 KF0830  ___________________________________________________________________
 KF0830* NAD 83(1997)-  39 48 48.63950(N)    097 16 47.41361(W)     ADJUSTED  
 KF0830* NAVD 88     -       493.     (meters)    1617.     (feet)  SCALED    
 KF0830  ___________________________________________________________________
 KF0830  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KF0830  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 KF0830
 KF0830  HORZ ORDER  -  THIRD
 KF0830
 KF0830.The horizontal coordinates were established by classical geodetic methods
 KF0830.and adjusted by the National Geodetic Survey in October 1998..
 KF0830
 KF0830.The orthometric height was scaled from a topographic map.
 KF0830
 KF0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0830
 KF0830.The geoid height was determined by GEOID03.
 KF0830
 KF0830;                    North         East     Units Scale Factor Converg.
 KF0830;SPC KS N     -   164,568.158   461,664.116   MT  1.00000504   +0 27 20.4
 KF0830;UTM  14      - 4,408,474.490   647,235.278   MT  0.99986689   +1 06 05.8
 KF0830
 KF0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0830!SPC KS N     -   0.99992687  x   1.00000504  =   0.99993191
 KF0830!UTM  14      -   0.99992687  x   0.99986689  =   0.99979377
 KF0830
 KF0830|---------------------------------------------------------------------|
 KF0830| PID    Reference Object                     Distance      Geod. Az  |
 KF0830|                                                           dddmmss.s |
 KF0830| CN7994 BUCK RM 1                            16.805 METERS 26858     |
 KF0830| CN7993 BUCK AZ MK                                         2740105.0 |
 KF0830| KF0829 HADDAM MUNICIPAL TANK               APPROX. 5.4 KM 3321522.4 |
 KF0830| CN7995 BUCK RM 2                            44.449 METERS 35725     |
 KF0830|---------------------------------------------------------------------|
 KF0830
 KF0830                          SUPERSEDED SURVEY CONTROL
 KF0830
 KF0830  NAD 83(1997)-  39 48 48.64154(N)    097 16 47.41301(W) AD(       ) 3
 KF0830  NAD 83(1986)-  39 48 48.64531(N)    097 16 47.41258(W) AD(       ) 3
 KF0830  NAD 27      -  39 48 48.62600(N)    097 16 46.27400(W) AD(       ) 3
 KF0830
 KF0830.Superseded values are not recommended for survey control.
 KF0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0830.See file dsdata.txt to determine how the superseded data were derived.
 KF0830
 KF0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK4723508474(NAD 83)
 KF0830_MARKER: DS = TRIANGULATION STATION DISK
 KF0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0830
 KF0830  HISTORY     - Date     Condition        Report By
 KF0830  HISTORY     - 1950     MONUMENTED       CGS
 KF0830  HISTORY     - 1965     GOOD             CGS
 KF0830
 KF0830                          STATION DESCRIPTION
 KF0830
 KF0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0830'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 1.0 MILE
 KF0830'EAST OF HADDAM ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY NO
 KF0830'36.  IT IS 73 FEET SOUTH OF THE CENTER OF HIGHWAY, 9 FEET
 KF0830'WEST-NORTHWEST OF A TRIANGULAR BLAZED TELEPHONE POLE, 2
 KF0830'FEET NORTH OF EAST-WEST FENCE LINE AND 5 FEET EAST OF WITNESS
 KF0830'POST.  IT IS STAMPED BUCK 1950 AND PROJECTS 5 INCHES.
 KF0830'
 KF0830'REFERENCE MARK NO 1 IS WEST-SOUTHWEST OF THE STATION, 1
 KF0830'FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED BUCK NO 1
 KF0830'1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KF0830'
 KF0830'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 74 FEET NORTH
 KF0830'OF THE CENTER OF U.S. HIGHWAY NO 36 AND 1 FOOT SOUTH OF EAST-WEST
 KF0830'FENCE LINE.  IT IS STAMPED BUCK NO 2 1950 AND SET FLUSH
 KF0830'WITH THE GROUND SURFACE.
 KF0830'
 KF0830'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 154.50 FEET.
 KF0830'
 KF0830'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, 74
 KF0830'FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO 36, 30 FEET EAST OF
 KF0830'THE CENTER OF DRIVEWAY TO FARM HOUSE, 40 FEET SOUTH OF THE
 KF0830'SOUTHWEST CORNER OF BARN, 27 FEET WEST OF FENCE CORNER AND 3 FEET
 KF0830'EAST OF TELEPHONE POLE.  IT IS STAMPED BUCK 1950 AND PROJECTS 4
 KF0830'INCHES.
 KF0830'
 KF0830'TO REACH THE STATION FROM HADDAM, GO SOUTH ON STATE ROUTE
 KF0830'NO 22 FOR 3.0 MILES TO JUNCTION WITH U.S. HIGHWAY NO 36, TURN
 KF0830'LEFT AND GO EAST ON U.S. HIGHWAY 36 FOR 0.45 MILE TO FARM HOUSE
 KF0830'ON THE NORTH SIDE AND AZIMUTH MARK AS DESCRIBED, CONTINUE EAST ON
 KF0830'HIGHWAY FOR 0.3 MILE TO STATION ON THE SOUTH SIDE AND ABOUT 20
 KF0830'FEET HIGHER IN ELEVATION THAN HIGHWAY AS DESCRIBED.
 KF0830'
 KF0830'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0830
 KF0830                          STATION RECOVERY (1965)
 KF0830
 KF0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0830'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF0830'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  A METAL
 KF0830'WITNESS POST WAS SET AT THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1008 ***********************************************************************
 HG1008  DESIGNATION -  BUCK
 HG1008  PID         -  HG1008
 HG1008  STATE/COUNTY-  KS/FORD
 HG1008  USGS QUAD   -  BUCKLIN NE (1969)
 HG1008
 HG1008                         *CURRENT SURVEY CONTROL
 HG1008  ___________________________________________________________________
 HG1008* NAD 83(1997)-  37 37 47.79731(N)    099 36 53.31424(W)     ADJUSTED  
 HG1008* NAVD 88     -       733.4    (meters)    2406.     (feet)  VERTCON   
 HG1008  ___________________________________________________________________
 HG1008  X           -    -844,834.059 (meters)                     COMP
 HG1008  Y           -  -4,987,119.233 (meters)                     COMP
 HG1008  Z           -   3,873,427.621 (meters)                     COMP
 HG1008  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 HG1008  ELLIP HEIGHT-         706.84  (meters)          (10/02/98) GPS OBS
 HG1008  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 HG1008
 HG1008  HORZ ORDER  -  FIRST
 HG1008  ELLP ORDER  -  FOURTH    CLASS I
 HG1008
 HG1008.The horizontal coordinates were established by classical geodetic methods
 HG1008.and adjusted by the National Geodetic Survey in October 1998..
 HG1008
 HG1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG1008
 HG1008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG1008
 HG1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1008
 HG1008.The ellipsoidal height was determined by GPS observations
 HG1008.and is referenced to NAD 83.
 HG1008
 HG1008.The geoid height was determined by GEOID03.
 HG1008
 HG1008;                    North         East     Units Scale Factor Converg.
 HG1008;SPC KS S     -   507,497.136   301,600.971   MT  0.99994846   -0 41 06.3
 HG1008;UTM  14      - 4,164,935.510   445,750.986   MT  0.99963625   -0 22 31.4
 HG1008
 HG1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1008!SPC KS S     -   0.99988909  x   0.99994846  =   0.99983756
 HG1008!UTM  14      -   0.99988909  x   0.99963625  =   0.99952538
 HG1008
 HG1008|---------------------------------------------------------------------|
 HG1008| PID    Reference Object                     Distance      Geod. Az  |
 HG1008|                                                           dddmmss.s |
 HG1008| CK9052 BUCK RM 1                            18.274 METERS 09143     |
 HG1008| CK9051 BUCK AZ MK                                         1681803.9 |
 HG1008| CK9053 BUCK RM 2                            25.505 METERS 34357     |
 HG1008|---------------------------------------------------------------------|
 HG1008
 HG1008                          SUPERSEDED SURVEY CONTROL
 HG1008
 HG1008  NAD 83(1997)-  37 37 47.80539(N)    099 36 53.31431(W) AD(       ) 1
 HG1008  NAD 83(1986)-  37 37 47.79923(N)    099 36 53.31035(W) AD(       ) 1
 HG1008  NAD 27      -  37 37 47.72956(N)    099 36 51.86969(W) AD(       ) 1
 HG1008  NGVD 29 (10/18/91)  733.0    (m)         2405.     (f) GPS OBS        
 HG1008
 HG1008.Superseded values are not recommended for survey control.
 HG1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1008.See file dsdata.txt to determine how the superseded data were derived.
 HG1008
 HG1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG4575164936(NAD 83)
 HG1008_MARKER: DS = TRIANGULATION STATION DISK
 HG1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG1008_SP_SET: CONCRETE POST
 HG1008_STAMPING: BUCK 1961
 HG1008_MARK LOGO: CGS   
 HG1008_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG1008+STABILITY: SURFACE MOTION
 HG1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG1008+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1991
 HG1008
 HG1008  HISTORY     - Date     Condition        Report By
 HG1008  HISTORY     - 1961     MONUMENTED       CGS
 HG1008  HISTORY     - 1961     GOOD             CGS
 HG1008  HISTORY     - 19910411 GOOD             NGS
 HG1008
 HG1008                          STATION DESCRIPTION
 HG1008
 HG1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1008'THE STATION IS ABOUT 7-1/2 MILES EAST OF FORD, 5 MILES NORTH OF
 HG1008'BUCKLIN, IN THE NORTHEAST QUARTER OF SECTION 9, T 28 W, R 21 W, 0.05
 HG1008'MILE WEST OF A NORTH-SOUTH FENCE, 0.05 MILE SOUTH OF AN EAST-WEST
 HG1008'FENCE, ON THE HIGHEST POINT OF A SMALL KNOLL, AND IN THE PASTURE
 HG1008'LAND OWNED BY MR. GLENN KIRKPATRICK.
 HG1008'
 HG1008'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 54, STATE
 HG1008'HIGHWAY 34, AND MAIN STREET IN BUCKLIN, GO WEST ON US HIGHWAY 54 AND
 HG1008'STATE HIGHWAY 34 FOR 0.1 MILE TO THE JUNCTION OF US HIGHWAY 54 AND
 HG1008'STATE HIGHWAY 34.  TURN RIGHT, NORTHWEST, ON HIGHWAY 34, PASSING
 HG1008'THROUGH AN UNDERPASS, FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT.
 HG1008'TURN RIGHT, NORTH, ON A MACADAM ROAD FOR 0.3 MILE TO A
 HG1008'T-INTERSECTION.  TURN RIGHT, EAST, ON A MACADAM ROAD FOR 0.05
 HG1008'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT, NORTH, ON A MACADAM
 HG1008'ROAD FOR 2.0 MILES TO THE JUNCTION OF US HIGHWAY 154.  TURN RIGHT,
 HG1008'EAST, ON HIGHWAY 154 FOR 1.15 MILES TO A CROSSROAD.  TURN LEFT,
 HG1008'NORTH, ON A SECTION LINE ROAD FOR 2.0 MILES TO A CROSSROAD.
 HG1008'CONTINUE AHEAD, NORTH, ON THE SECTION LINE ROAD FOR 0.5 MILE TO
 HG1008'A WIRE GATE AND THE AZIMUTH MARK ON THE LEFT.  PASS THROUGH THE GATE
 HG1008'AND CONTINUE NORTH, ON A TRACK ROAD FOR 0.4 MILE.  BEAR LEFT, WEST,
 HG1008'THROUGH THE PASTURE FOR 0.05 MILE TO THE HIGHEST POINT OF THE SMALL
 HG1008'KNOLL AND THE STATION.
 HG1008'
 HG1008'STATION MARKS ARE STANDARD DISKS STAMPED BUCK 1961.  THE SURFACE DISK
 HG1008'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 1.5
 HG1008'FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 HG1008'AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 HG1008'GROUND.
 HG1008'
 HG1008'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BUCK NO 1 1961, IS SET
 HG1008'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 2.5 FEET
 HG1008'SOUTH OF A METAL WITNESS POST.
 HG1008'
 HG1008'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BUCK NO 2 1961, IS SET
 HG1008'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 2.5 FEET
 HG1008'EAST OF A METAL WITNESS POST.
 HG1008'
 HG1008'AZIMUTH MARK, A STANDARD DISK STAMPED BUCK 1961, IS SET IN A SQUARE
 HG1008'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 18 FEET WEST OF THE
 HG1008'CENTER OF THE TRACK ROAD, 2.5 FEET NORTH OF A METAL WITNESS POST
 HG1008'AND 2 FEET SOUTHEAST OF A FENCE CORNER.
 HG1008'
 HG1008'NOTE--REFERENCE MARKS MEASURED WITH 5 KG TAPE TENSION.
 HG1008'
 HG1008'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HG1008
 HG1008                          STATION RECOVERY (1961)
 HG1008
 HG1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 HG1008'RECOVERED IN GOOD CONDITION.
 HG1008
 HG1008                          STATION RECOVERY (1991)
 HG1008
 HG1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HG1008'STATION IS LOCATED ABOUT 22 MI (35.4 KM) EAST-SOUTHEAST OF DODGE CITY,
 HG1008'ABOUT 5 MI (8.0 KM) NORTH-NORTHEAST OF BUCKLIN, IN PASTURELAND AND AT
 HG1008'HIGHEST POINT OF A RIDGE ABOUT 3.25 MI (5.23 KM) NORTH OF STATE ROUTE
 HG1008'154 AND ABOUT 1.45 MI (2.33 KM) EAST OF A NORTH-SOUTH COUNTY ROAD TO
 HG1008'WINTHORST. OWNERSHIP-UNDERDETERMINED AT TIME OF RECON.
 HG1008'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 154 AND STATE
 HG1008'ROUTE 34 LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF BUCKLIN, GO EAST
 HG1008'ALONG STATE ROUTE 154 FOR 1.7 MI (2.7 KM) TO MILE MARKER 25. CONTINUE
 HG1008'EAST ALONG STATE ROUTE 154 FOR 0.65 MI (1.05 KM) TO A GRAVEL COUNTY
 HG1008'ROAD ON THE LEFT LEADING TO WINDTHORST. TURN LEFT, NORTH, ALONG
 HG1008'GRAVEL COUNTY ROAD FOR 0.9 MI (1.4 KM) TO THE END OF GRAVEL WHERE
 HG1008'PAVEMENT BEGINS. CONTINUE NORTH ALONG PAVED COUNTY ROAD FOR 2.25 MI
 HG1008'(3.62 KM) TO JUNCTION OF DIRT TRACK SECTION LINE ROADS (NOTE-TRACK
 HG1008'ROADS HAVE STOP SIGNS). TURN RIGHT, EAST, ALONG TRACK SECTION LINE
 HG1008'ROAD FOR 0.5 MI (0.8 KM) TO A WIRE GATE. PASS THROUGH WIRE GATE AND
 HG1008'CONTINUE EAST ALONG THE NORTH SIDE OF A EAST-WEST RUNNING FENCELINE
 HG1008'FOR 0.5 MI (0.8 KM) TO ANOTHER WIRE GATE. PASS THROUGH WIRE GATE AND
 HG1008'CONTINUE EAST ALONG THE NORTH SIDE OF THE EAST-WEST FENCELINE FOR
 HG1008'0.35 MI (0.56 KM) TO A WIRE GATE ON THE RIGHT. TURN RIGHT, SOUTH,
 HG1008'PASSING THROUGH GATE THEN IMMEDIATELY LEFT, EAST, AND FOLLOW
 HG1008'EAST-WEST FENCELINE ON THE SOUTH SIDE FOR 0.1 MI (0.2 KM) UPHILL.
 HG1008'TURN RIGHT, SOUTH, ALONG TOP OF RIDGE FOR ABOUT 424 FT (129.2 M) TO
 HG1008'THE HIGHEAST POINT OF RIDGE AND THE STATION.
 HG1008'STATION IS 426 FT (129.8 M) SOUTH OF AN EAST-WEST FENCELINE, 2 FT
 HG1008'(0.6 M) NORTH OF A FIBERGLASS WITNESS POST, 2 FT (0.6 M) SOUTH OF A
 HG1008'FIBERGLASS WITNESS POST, AND PROJECTS ABOUT 10-CM ABOVE THE GROUND
 HG1008'SURFACE.
 HG1008'4 WHEEL DRIVE VEHICLE RECCOMENDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0685 ***********************************************************************
 KH0685  DESIGNATION -  BUCKET
 KH0685  PID         -  KH0685
 KH0685  STATE/COUNTY-  KS/WALLACE
 KH0685  USGS QUAD   -  HARRIS DRAW WEST (1979)
 KH0685
 KH0685                         *CURRENT SURVEY CONTROL
 KH0685  ___________________________________________________________________
 KH0685* NAD 83(1997)-  39 07 11.00560(N)    101 39 47.04676(W)     ADJUSTED  
 KH0685* NAVD 88     -      1103.63   (+/-2cm)    3620.8    (feet)  VERTCON   
 KH0685  ___________________________________________________________________
 KH0685  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 KH0685  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KH0685
 KH0685  HORZ ORDER  -  THIRD
 KH0685  VERT ORDER  -  THIRD ? (See Below)
 KH0685
 KH0685.The horizontal coordinates were established by classical geodetic methods
 KH0685.and adjusted by the National Geodetic Survey in October 1998..
 KH0685
 KH0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0685.The vertical order pertains to the NGVD 29 superseded value.
 KH0685
 KH0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0685
 KH0685.The geoid height was determined by GEOID03.
 KH0685
 KH0685;                    North         East     Units Scale Factor Converg.
 KH0685;SPC KS N     -    93,703.933    83,316.225   MT  0.99995945   -2 19 03.6
 KH0685;UTM  14      - 4,333,439.752   269,772.272   MT  1.00025270   -1 40 51.5
 KH0685
 KH0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0685!SPC KS N     -   0.99983064  x   0.99995945  =   0.99979010
 KH0685!UTM  14      -   0.99983064  x   1.00025270  =   1.00008330
 KH0685
 KH0685|---------------------------------------------------------------------|
 KH0685| PID    Reference Object                     Distance      Geod. Az  |
 KH0685|                                                           dddmmss.s |
 KH0685| CP6696 BUCKET RM 1                          20.498 METERS 00526     |
 KH0685| CP6697 BUCKET RM 2                          11.865 METERS 09210     |
 KH0685| CP6695 BUCKET AZ MK                                       2695054.3 |
 KH0685|---------------------------------------------------------------------|
 KH0685
 KH0685                          SUPERSEDED SURVEY CONTROL
 KH0685
 KH0685  NAD 83(1986)-  39 07 11.00583(N)    101 39 47.04677(W) AD(       ) 3
 KH0685  NAD 27      -  39 07 10.98700(N)    101 39 45.43400(W) AD(       ) 3
 KH0685  NGVD 29 (07/19/86) 1103.19   (m)         3619.4    (f) LEVELING    3  
 KH0685
 KH0685.Superseded values are not recommended for survey control.
 KH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0685.See file dsdata.txt to determine how the superseded data were derived.
 KH0685
 KH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6977233440(NAD 83)
 KH0685_MARKER: DS = TRIANGULATION STATION DISK
 KH0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0685
 KH0685  HISTORY     - Date     Condition        Report By
 KH0685  HISTORY     - 1951     MONUMENTED       CGS
 KH0685
 KH0685                          STATION DESCRIPTION
 KH0685
 KH0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0685'THE STATION IS LOCATED ABOUT 16.0 MILES SOUTH-SOUTHEAST OF
 KH0685'GOODLAND, 16.0 MILES NORTH-NORTHEAST OF SHARON SPRINGS AND
 KH0685'15.0 MILES NORTH-NORTHWEST OF WALLACE ON THE RIGHT-OF-WAY
 KH0685'OF A EAST WEST SECTION LINE ROAD.  IT IS 35 FEET SOUTH OF THE
 KH0685'CENTER OF EAST-WEST ROAD, 23 FEET EAST OF THE CENTER OF DRIVEWAY
 KH0685'TO FIELD, 20 FEET NORTH OF THE NORTH END OF GATE AND 10 FEET
 KH0685'WEST OF FENCE CORNER.  IT IS STAMPED BUCKET 1951 AND PROJECTS
 KH0685'2 INCHES.
 KH0685'
 KH0685'REFERENCE MARK NO. 1 IS 32 FEET NORTH OF THE CENTER OF EAST-WEST
 KH0685'ROAD, 7 FEET EAST OF FENCE CORNER AND 1 FOOT SOUTH OF EAST-WEST
 KH0685'FENCE LINE.  IT IS STAMPED BUCKET NO 1 1951 AND PROJECTS
 KH0685'5 INCHES.
 KH0685'
 KH0685'REFERENCE MARK NO. 2 IS 35 FEET SOUTH OF THE CENTER OF EAST-WEST
 KH0685'ROAD, 29 FEET EAST OF FENCE CORNER AND 1 FOOT NORTH OF EAST-WEST
 KH0685'FENCE LINE.  IT IS STAMPED BUCKET NO 2 1951 AND PROJECTS 3 INCHES.
 KH0685'
 KH0685'THE AZIMUTH MARK IN THE NORTH EDGE OF CULTIVATED FIELD, 29
 KH0685'FEET SOUTH OF THE CENTER OF EAST WEST ROAD.  IT IS STAMPED
 KH0685'BUCKET 1951 AND PROJECTS 8 INCHES.
 KH0685'
 KH0685'TO REACH THE STATION FROM THE POST OFFICE IN GOODLAND, GO WEST
 KH0685'ON 11TH STREET FOR 0.8 MILE TO T-ROAD INTERSECTION, TURN LEFT
 KH0685'AND GO SOUTH FOR 0.8 MILE TO THE JUNCTION OF U.S. HIGHWAY 24
 KH0685'AND STATE HIGHWAY 27, CONTINUE SOUTH ON STATE HIGHWAY 27 FOR
 KH0685'14.6 MILES TO T-ROAD LEFT, TURN LEFT AND GO EAST FOR 3.0 MILES TO
 KH0685'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE EAST
 KH0685'FOR 0.3 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 KH0685'
 KH0685'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1009 ***********************************************************************
 HG1009  DESIGNATION -  BUCKLIN CO OP GRAIN ELEVATOR
 HG1009  PID         -  HG1009
 HG1009  STATE/COUNTY-  KS/FORD
 HG1009  USGS QUAD   -  BUCKLIN (1969)
 HG1009
 HG1009                         *CURRENT SURVEY CONTROL
 HG1009  ___________________________________________________________________
 HG1009* NAD 83(1997)-  37 33 09.31239(N)    099 37 52.70170(W)     ADJUSTED  
 HG1009* NAVD 88     -                                                        
 HG1009  ___________________________________________________________________
 HG1009  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HG1009  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 HG1009
 HG1009  HORZ ORDER  -  THIRD
 HG1009
 HG1009.The horizontal coordinates were established by classical geodetic methods
 HG1009.and adjusted by the National Geodetic Survey in October 1998..
 HG1009
 HG1009
 HG1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1009
 HG1009.The geoid height was determined by GEOID03.
 HG1009
 HG1009;                    North         East     Units Scale Factor Converg.
 HG1009;SPC KS S     -   498,929.969   300,040.800   MT  0.99995610   -0 41 42.8
 HG1009;UTM  14      - 4,156,362.726   444,237.677   MT  0.99963830   -0 23 05.2
 HG1009
 HG1009                          SUPERSEDED SURVEY CONTROL
 HG1009
 HG1009  NAD 83(1997)-  37 33 09.32025(N)    099 37 52.70188(W) AD(       ) 4
 HG1009  NAD 83(1986)-  37 33 09.31366(N)    099 37 52.69790(W) AD(       ) 4
 HG1009  NAD 27      -  37 33 09.24057(N)    099 37 51.25477(W) AD(       ) 3
 HG1009
 HG1009.Superseded values are not recommended for survey control.
 HG1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1009.See file dsdata.txt to determine how the superseded data were derived.
 HG1009
 HG1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG4423856363(NAD 83)
 HG1009_MARKER: 65 = GRAIN ELEVATOR
 HG1009
 HG1009  HISTORY     - Date     Condition        Report By
 HG1009  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG1009
 HG1009                          STATION DESCRIPTION
 HG1009
 HG1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1009'THE STATION IS THE LIGHT IN THE NORTHWEST CORNER OF THE HEAD HOUSE
 HG1009'ATOP THE 133 FOOT CO-OP GRAIN ELEVATOR, LOCATED IN THE VILLAGE OF
 HG1009'BUCKLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1010 ***********************************************************************
 HG1010  DESIGNATION -  BUCKLIN MUN WATER TANK
 HG1010  PID         -  HG1010
 HG1010  STATE/COUNTY-  KS/FORD
 HG1010  USGS QUAD   -  BUCKLIN (1969)
 HG1010
 HG1010                         *CURRENT SURVEY CONTROL
 HG1010  ___________________________________________________________________
 HG1010* NAD 83(1997)-  37 33 00.41656(N)    099 38 06.27274(W)     ADJUSTED  
 HG1010* NAVD 88     -                                                        
 HG1010  ___________________________________________________________________
 HG1010  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HG1010  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 HG1010
 HG1010  HORZ ORDER  -  THIRD
 HG1010
 HG1010.The horizontal coordinates were established by classical geodetic methods
 HG1010.and adjusted by the National Geodetic Survey in October 1998..
 HG1010
 HG1010
 HG1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1010
 HG1010.The geoid height was determined by GEOID03.
 HG1010
 HG1010;                    North         East     Units Scale Factor Converg.
 HG1010;SPC KS S     -   498,659.792   299,704.394   MT  0.99995637   -0 41 51.1
 HG1010;UTM  14      - 4,156,090.816   443,902.846   MT  0.99963876   -0 23 13.4
 HG1010
 HG1010                          SUPERSEDED SURVEY CONTROL
 HG1010
 HG1010  NAD 83(1997)-  37 33 00.42445(N)    099 38 06.27293(W) AD(       ) 4
 HG1010  NAD 83(1986)-  37 33 00.41759(N)    099 38 06.26907(W) AD(       ) 4
 HG1010  NAD 27      -  37 33 00.34401(N)    099 38 04.82454(W) AD(       ) 3
 HG1010
 HG1010.Superseded values are not recommended for survey control.
 HG1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1010.See file dsdata.txt to determine how the superseded data were derived.
 HG1010
 HG1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG4390356091(NAD 83)
 HG1010_MARKER: 53 = ELEVATED TANK
 HG1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG1010+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG1010
 HG1010  HISTORY     - Date     Condition        Report By
 HG1010  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG1010  HISTORY     - 20040821 GOOD             USPSQD
 HG1010
 HG1010                          STATION DESCRIPTION
 HG1010
 HG1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1010'THE STATION IS THE FINIAL ATOP THE TANK, LOCATED ON THE CORNER OF
 HG1010'NEBRASKA AND OAK ST. IN THE VILLAGE OF BUCKLIN.  IT IS A FOUR LEGGED
 HG1010'STEEL STRUCTURE WHICH SUPPORTS THE TANK AND HAS AN OVERALL HEIGHT
 HG1010'OF 145 FEET.  THE STRUCTURE IS PAINTED SILVER WITH THE LEGEND
 HG1010'BUCKLIN PAINTED IN BLACK LETTERS ON THE NORTH AND SOUTH SIDES OF
 HG1010'THE TANK.
 HG1010
 HG1010                          STATION RECOVERY (2004)
 HG1010
 HG1010'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HG1010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0030 ***********************************************************************
 JG0030  DESIGNATION -  BUD
 JG0030  PID         -  JG0030
 JG0030  STATE/COUNTY-  KS/ELLSWORTH
 JG0030  USGS QUAD   -  CARNEIRO (1979)
 JG0030
 JG0030                         *CURRENT SURVEY CONTROL
 JG0030  ___________________________________________________________________
 JG0030* NAD 83(1997)-  38 44 27.56138(N)    098 03 09.16350(W)     ADJUSTED  
 JG0030* NAVD 88     -       514.268  (meters)    1687.23   (feet)  ADJUSTED  
 JG0030  ___________________________________________________________________
 JG0030  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 JG0030  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 JG0030  DYNAMIC HT  -         513.904 (meters)    1686.03  (feet)  COMP
 JG0030  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 JG0030
 JG0030  HORZ ORDER  -  THIRD
 JG0030  VERT ORDER  -  SECOND    CLASS 0
 JG0030
 JG0030.The horizontal coordinates were established by classical geodetic methods
 JG0030.and adjusted by the National Geodetic Survey in October 1998..
 JG0030
 JG0030.The orthometric height was determined by differential leveling
 JG0030.and adjusted by the National Geodetic Survey in June 1991..
 JG0030
 JG0030.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0030
 JG0030.The geoid height was determined by GEOID03.
 JG0030
 JG0030.The dynamic height is computed by dividing the NAVD 88
 JG0030.geopotential number by the normal gravity value computed on the
 JG0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0030.degrees latitude (g = 980.6199 gals.).
 JG0030
 JG0030.The modeled gravity was interpolated from observed gravity values.
 JG0030
 JG0030;                    North         East     Units Scale Factor Converg.
 JG0030;SPC KS N     -    45,255.477   395,431.649   MT  0.99999616   -0 01 59.7
 JG0030;SPC KS S     -   630,323.635   438,903.675   MT  1.00003913   +0 16 29.9
 JG0030;UTM  14      - 4,288,460.592   582,340.847   MT  0.99968349   +0 35 34.6
 JG0030
 JG0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0030!SPC KS N     -   0.99992358  x   0.99999616  =   0.99991974
 JG0030!SPC KS S     -   0.99992358  x   1.00003913  =   0.99996271
 JG0030!UTM  14      -   0.99992358  x   0.99968349  =   0.99960709
 JG0030
 JG0030|---------------------------------------------------------------------|
 JG0030| PID    Reference Object                     Distance      Geod. Az  |
 JG0030|                                                           dddmmss.s |
 JG0030| JG0031 BUD RM 1                             37.795 METERS 18001     |
 JG0030| JG0029 BUD RM 2                             46.017 METERS 21437     |
 JG0030| JG0682 MICROWAVE TOWER NE ELLSWORTH        APPROX.13.0 KM 3082529.9 |
 JG0030|---------------------------------------------------------------------|
 JG0030
 JG0030                          SUPERSEDED SURVEY CONTROL
 JG0030
 JG0030  NAD 83(1986)-  38 44 27.56990(N)    098 03 09.16326(W) AD(       ) 3
 JG0030  NAD 27      -  38 44 27.53870(N)    098 03 07.97940(W) AD(       ) 3
 JG0030  NGVD 29 (??/??/92)  514.140  (m)         1686.81   (f) ADJ UNCH    2 0
 JG0030
 JG0030.Superseded values are not recommended for survey control.
 JG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0030.See file dsdata.txt to determine how the superseded data were derived.
 JG0030
 JG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8234188461(NAD 83)
 JG0030_MARKER: DS = TRIANGULATION STATION DISK
 JG0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0030_STAMPING: BUD 1961
 JG0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0030+STABILITY: SURFACE MOTION
 JG0030
 JG0030  HISTORY     - Date     Condition        Report By
 JG0030  HISTORY     - 1961     MONUMENTED       CGS
 JG0030  HISTORY     - 1961     GOOD             CGS
 JG0030  HISTORY     - 1983     GOOD             KSDT
 JG0030
 JG0030                          STATION DESCRIPTION
 JG0030
 JG0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JG0030'THE STATION IS 9-1/2 MILES EAST-NORTHEAST OF ELLSWORTH,
 JG0030'1-1/2 MILES WEST OF CARNERIO, ALONG THE NORTH SIDE OF U.S.
 JG0030'HIGHWAY 40, ON THE CREST OF A GRASS COVERED RIDGE.
 JG0030'
 JG0030'TO REACH THE STATION FROM THE NORTH EDGE OF CARNERIO, DRIVE
 JG0030'WEST ON U.S. HIGHWAY 40 FOR 1.5 MILES TO THE CREST OF A RIDGE AND
 JG0030'A GATE IN THE NORTH HIGHWAY RIGHT-OF-WAY FENCE.  TURN RIGHT,
 JG0030'PASS THROUGH THE GATE, THENCE DRIVE EAST-NORTHEAST ALONG THE
 JG0030'RIDGE FOR 0.1 MILE TO THE STATION.
 JG0030'
 JG0030'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 JG0030'EACH STAMPED BUD 1961.  THE SURFACE MARK, SET IN THE TOP OF A
 JG0030'CONCRETE MONUMENT 12 INCHES SQUARE AT THE TOP AND PROJECTING 1
 JG0030'INCH ABOVE THE GROUND SURFACE, IS 126 FEET NORTH OF THE NORTH
 JG0030'HIGHWAY RIGHT-OF-WAY FENCE, 50 FEET NORTH OF A SNOW FENCE
 JG0030'AND 5 FEET EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 JG0030'
 JG0030'REFERENCE MARK 1, STAMPED BUD NO 1 1961, IS A STANDARD DISK
 JG0030'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 JG0030'TOP, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 JG0030'IS SITUATED 2 FEET NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE,
 JG0030'70 FEET SOUTH OF A SNOW FENCE AND ABOUT 8 FEET LOWER IN ELEVATION
 JG0030'THAN THE STATION.
 JG0030'
 JG0030'REFERENCE MARK 2, STAMPED BUD NO 2 1961, IS A STANDARD DISK
 JG0030'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 JG0030'IN DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE
 JG0030'GROUND.  IT IS SITUATED 18 INCHES NORTH OF THE NORTH HIGHWAY
 JG0030'RIGHT-OF-WAY FENCE, 70 FEET SOUTH OF A SNOW FENCE AND ABOUT 6
 JG0030'FEET LOWER IN ELEVATION THAN THE STATION.
 JG0030'
 JG0030'THE DISTANCES TO REFERENCE MARKS 1 AND 2 WERE MEASURED UPON A
 JG0030'SLOPE, THENCE REDUCED TO HORIZONTAL.
 JG0030
 JG0030                          STATION RECOVERY (1961)
 JG0030
 JG0030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JG0030'1.5 MI W FROM CANERIO.
 JG0030'FROM THE NORTH EDGE OF CANERIO, 1.5 MILES WEST ALONG U.S. HIGHWAY
 JG0030'40 TO THE CREST OF A RIDGE AND A GATE IN THE NORTH RIGHT OF
 JG0030'WAY FENCE, THROUGH GATE AND THENCE 0.1 MILE EAST NORTHEAST ALONG
 JG0030'THE RIDGE, 126 FEET NORTH FROM NORTH RIGHT OF WAY FENCE, 50 FEET
 JG0030'NORTH FROM THE SNOW FENCE, 5 FEET EAST OF A METAL WITNESS POST
 JG0030'WITH SIGN, SET IN A 12-INCH SQUARE TOPPED CONCRETE MONUMENT.
 JG0030
 JG0030                          STATION RECOVERY (1983)
 JG0030
 JG0030'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983 (JHB)
 JG0030'STATION MARK BUD RECOVERED IN GOOD CONDITION, DESCRIPTION
 JG0030'ADEQUATE.
 JG0030'
 JG0030'RM NO. 1 AND NO. 2 RECOVERED IN GOOD CONDITION.
 JG0030'
 JG0030'DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MI. E.NE OF
 JG0030'ELLSWORTH, KS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0746 ***********************************************************************
 HE0746  DESIGNATION -  BUD
 HE0746  PID         -  HE0746
 HE0746  STATE/COUNTY-  KS/CHEROKEE
 HE0746  USGS QUAD   -  CHETOPA (1974)
 HE0746
 HE0746                         *CURRENT SURVEY CONTROL
 HE0746  ___________________________________________________________________
 HE0746* NAD 83(1997)-  37 06 03.58759(N)    095 00 29.67664(W)     ADJUSTED  
 HE0746* NAVD 88     -       252.1    (meters)     827.     (feet)  VERTCON   
 HE0746  ___________________________________________________________________
 HE0746  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 HE0746  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 HE0746
 HE0746  HORZ ORDER  -  SECOND
 HE0746
 HE0746.The horizontal coordinates were established by classical geodetic methods
 HE0746.and adjusted by the National Geodetic Survey in October 1998..
 HE0746
 HE0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0746
 HE0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0746
 HE0746.The geoid height was determined by GEOID03.
 HE0746
 HE0746;                    North         East     Units Scale Factor Converg.
 HE0746;SPC KS S     -   454,016.605   710,334.352   MT  1.00003669   +2 08 44.8
 HE0746;UTM  15      - 4,107,963.383   321,540.960   MT  0.99999234   -1 12 42.2
 HE0746
 HE0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0746!SPC KS S     -   0.99996511  x   1.00003669  =   1.00000179
 HE0746!UTM  15      -   0.99996511  x   0.99999234  =   0.99995745
 HE0746
 HE0746|---------------------------------------------------------------------|
 HE0746| PID    Reference Object                     Distance      Geod. Az  |
 HE0746|                                                           dddmmss.s |
 HE0746| CL4359 BUD RM 1                             10.311 METERS 00113     |
 HE0746| CL4360 BUD RM 2                             10.536 METERS 09153     |
 HE0746| HE1089 JOHNSON                             APPROX. 1.7 KM 1365144.1 |
 HE0746|---------------------------------------------------------------------|
 HE0746
 HE0746                          SUPERSEDED SURVEY CONTROL
 HE0746
 HE0746  NAD 83(1997)-  37 06 03.59199(N)    095 00 29.67758(W) AD(       ) 2
 HE0746  NAD 83(1986)-  37 06 03.60330(N)    095 00 29.66748(W) AD(       ) 2
 HE0746  NAD 27      -  37 06 03.36497(N)    095 00 28.81482(W) AD(       ) 2
 HE0746  NGVD 29 (07/19/86)  252.0    (m)          827.     (f) VERT ANG       
 HE0746
 HE0746.Superseded values are not recommended for survey control.
 HE0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0746.See file dsdata.txt to determine how the superseded data were derived.
 HE0746
 HE0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2154107963(NAD 83)
 HE0746_MARKER: DS = TRIANGULATION STATION DISK
 HE0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0746
 HE0746  HISTORY     - Date     Condition        Report By
 HE0746  HISTORY     - 1966     MONUMENTED       CGS
 HE0746
 HE0746                          STATION DESCRIPTION
 HE0746
 HE0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0746'THE STATION IS IN THE WEST EDGE OF THE VILLAGE OF FAULKNER,
 HE0746'ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST PAVED ROAD.
 HE0746'
 HE0746'TO REACH THE STATION FROM THE GENERAL STORE IN FAULKNER,
 HE0746'GO NORTH ON PAVED ROAD FOR 0.1 MILE TO A T-ROAD JUNCTION.
 HE0746'TURN RIGHT AND GO EAST ON PAVED ROAD FOR 0.2 MILE TO THE
 HE0746'STATION ON THE RIGHT.
 HE0746'
 HE0746'STATION MARK IS A STANDARD DISK, STAMPED BUD 1966, SET IN
 HE0746'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0746'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 84 FEET
 HE0746'WEST OF A T-JUNCTION OF A FENCE LINE, 16 FEET SOUTH OF THE
 HE0746'CENTERLINE OF A PAVED ROAD, 5 FEET NORTHWEST OF A WITNESS
 HE0746'POST AND 2 FEET NORTH OF A FENCE.
 HE0746'
 HE0746'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUD NO 1 1966,
 HE0746'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0746'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 89 FEET
 HE0746'WEST-NORTHWEST OF THE T-JUNCTION OF THE FENCE, 15 FEET NORTH
 HE0746'OF THE CENTERLINE OF THE ROAD, 1 FOOT SOUTH OF A FENCE AND
 HE0746'ABOUT THE SAME ELEVATION AS THE STATION.
 HE0746'
 HE0746'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUD NO 2 1966,
 HE0746'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0746'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 51 FEET
 HE0746'WEST OF THE T-JUNCTION OF THE FENCE, 19 FEET SOUTH OF THE
 HE0746'CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A FENCE AND ABOUT
 HE0746'THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1391 ***********************************************************************
 HF1391  DESIGNATION -  BUD
 HF1391  PID         -  HF1391
 HF1391  STATE/COUNTY-  KS/SUMNER
 HF1391  USGS QUAD   -  CALDWELL (1971)
 HF1391
 HF1391                         *CURRENT SURVEY CONTROL
 HF1391  ___________________________________________________________________
 HF1391* NAD 83(1997)-  37 02 01.28910(N)    097 31 39.06736(W)     ADJUSTED  
 HF1391* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 HF1391  ___________________________________________________________________
 HF1391  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HF1391  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HF1391
 HF1391  HORZ ORDER  -  THIRD
 HF1391
 HF1391.The horizontal coordinates were established by classical geodetic methods
 HF1391.and adjusted by the National Geodetic Survey in October 1998..
 HF1391
 HF1391.The orthometric height was scaled from a topographic map.
 HF1391
 HF1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1391
 HF1391.The geoid height was determined by GEOID03.
 HF1391
 HF1391;                    North         East     Units Scale Factor Converg.
 HF1391;SPC KS S     -   441,186.235   486,527.077   MT  1.00005396   +0 35 51.4
 HF1391;SPC OK N     -   225,759.601   642,040.127   MT  1.00005963   +0 16 43.8
 HF1391;SPC OK N     -   740,679.62  2,106,426.65   sFT  1.00005963   +0 16 43.8
 HF1391;UTM  14      - 4,099,623.553   630,961.761   MT  0.99981128   +0 53 13.1
 HF1391
 HF1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1391!SPC KS S     -   0.99995079  x   1.00005396  =   1.00000475
 HF1391!SPC OK N     -   0.99995079  x   1.00005963  =   1.00001041
 HF1391!UTM  14      -   0.99995079  x   0.99981128  =   0.99976208
 HF1391
 HF1391|---------------------------------------------------------------------|
 HF1391| PID    Reference Object                     Distance      Geod. Az  |
 HF1391|                                                           dddmmss.s |
 HF1391| CL4357 BUD RM 1                             14.322 METERS 12534     |
 HF1391| CL4358 BUD RM 2                             12.445 METERS 22448     |
 HF1391| CL4356 BUD AZ MK                                          2672247.9 |
 HF1391| HF1389 CALDWELL FARMERS COOP ELEV          APPROX. 6.8 KM 2702601.4 |
 HF1391| HF1392 CALDWELL MUNICIPAL STANDPIPE        APPROX. 7.1 KM 2760351.9 |
 HF1391|---------------------------------------------------------------------|
 HF1391
 HF1391                          SUPERSEDED SURVEY CONTROL
 HF1391
 HF1391  NAD 83(1997)-  37 02 01.29153(N)    097 31 39.06628(W) AD(       ) 3
 HF1391  NAD 83(1986)-  37 02 01.29833(N)    097 31 39.05866(W) AD(       ) 3
 HF1391  NAD 27      -  37 02 01.21114(N)    097 31 37.88477(W) AD(       ) 3
 HF1391
 HF1391.Superseded values are not recommended for survey control.
 HF1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1391.See file dsdata.txt to determine how the superseded data were derived.
 HF1391
 HF1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3096299624(NAD 83)
 HF1391_MARKER: DS = TRIANGULATION STATION DISK
 HF1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1391
 HF1391  HISTORY     - Date     Condition        Report By
 HF1391  HISTORY     - 1957     MONUMENTED       CGS
 HF1391  HISTORY     - 1958     GOOD             CGS
 HF1391
 HF1391                          STATION DESCRIPTION
 HF1391
 HF1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1391'LOCATED ABOUT 4 MILES EAST OF CALDWELL, ABOUT 2-1/2 MILES
 HF1391'WEST OF THE VILLAGE OF DRURY, IN THE NORTHEAST ANGLE OF
 HF1391'INTERSECTION OF U.S. HIGHWAY 81 AND SECTION LINE CROSSROADS,
 HF1391'IN THE WEST-CENTRAL EDGE OF SECTION 3, T 35 S, R 2 W.
 HF1391'
 HF1391'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY
 HF1391'49, IN THE CENTER OF CALDWELL, BY GOING EAST ON HIGHWAY 81
 HF1391'FOR 3.25 MILES TO CROSSROADS, CONTINUE EAST ON HIGHWAY 81
 HF1391'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST ON
 HF1391'HIGHWAY 81 FOR 0.7 MILE TO CROSSROADS AND THE STATION AS
 HF1391'DESCRIBED.
 HF1391'
 HF1391'STATION MARKS ARE STANDARD DISKS, STAMPED BUD 1957.  THE
 HF1391'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 HF1391'POST PROJECTING 1 INCH.  IT IS 169 FEET NORTHWEST OF A POWERLINE
 HF1391'POLE, 147 FEET NORTH-NORTHWEST OF A POWERLINE POLE, 138 FEET
 HF1391'EAST OF A NORTH-SOUTH ROAD, 86 FEET NORTH OF THE CENTER OF
 HF1391'U.S. HIGHWAY 81 AND 58 FEET SOUTHWEST OF A NORTHWEST-SOUTHEAST
 HF1391'ROAD.  A WHITE POST WAS SET 3 FEET NORTH OF THE MARK.  THE
 HF1391'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE
 HF1391'30 INCHES BELOW THE SURFACE OF THE GROUND.
 HF1391'
 HF1391'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUD NO 1 1957,
 HF1391'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST FLUSH WITH
 HF1391'THE GROUND SURFACE.  IT IS 123 FEET NORTHWEST OF A POWERLINE
 HF1391'POLE, 58 FEET NORTH OF THE CENTER OF HIGHWAY 81, AND 55 FEET
 HF1391'SOUTHWEST OF THE CENTER OF A NORTHWEST-SOUTHEAST ROAD.
 HF1391'
 HF1391'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUD NO 2 1957,
 HF1391'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST FLUSH
 HF1391'WITH THE GROUND SURFACE.  IT IS 107 FEET NORTHEAST OF A POWERLINE
 HF1391'POLE, 106 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 102
 HF1391'FEET EAST-NORTHEAST OF THE CENTER OF A CONCRETE CULVERT AND 57
 HF1391'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 81.
 HF1391'
 HF1391'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUD 1957, SET IN
 HF1391'THE TOP OF AN 8-INCH, SQUARE, CONCRETE POST PROJECTING 6 INCHES.
 HF1391'IT IS 29 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 81, 5 FEET
 HF1391'NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD, AND 2 FEET
 HF1391'EAST OF A POWERLINE POLE.  A WHITE POST WAS SET 1 FOOT WEST OF
 HF1391'THE MARK.
 HF1391
 HF1391                          STATION RECOVERY (1958)
 HF1391
 HF1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 HF1391'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HF1391'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD BEEN TORN
 HF1391'OUT OF THE GROUND BY ROAD MACHINERY.  THE AZIMUTH MARK WAS
 HF1391'REPLACED AND THE ANGLE WAS TURNED FROM THE CALDWELL,
 HF1391'MUNICIPAL STANDPIPE.  THERE ARE SOME CHANGES IN THE ROAD
 HF1391'INTERSECTION, SO A COMPLETE DESCRIPTION FOLLOWS.
 HF1391'
 HF1391'STATION IS LOCATED ABOUT 4 MILES EAST OF CALDWELL AND 2 AND 1/2
 HF1391'MILES WEST OF THE VILLAGE OF DRURY IN THE WEST CENTRAL EDGE OF
 HF1391'SECTION 3, T 35 S, R 2 W, AND IN THE NORTHEAST ANGLE OF THE
 HF1391'INTERSECTION OF U.S. HIGHWAY 81 AND SECTION LINE CROSSROADS,
 HF1391'138 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 115
 HF1391'FEET EAST OF THE EAST END OF A METAL CULVERT, 111 FEET NORTHEAST
 HF1391'OF A CONCRETE HEADWALL AT THE NORTHEAST ANGLE OF INTERSECTION,
 HF1391'85 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 81, AND 63 FEET
 HF1391'NORTHWEST OF A TELEPHONE POLE.  THE MARK IS FLUSH WITH THE
 HF1391'SURFACE OF THE GROUND AND THE DISK IS STAMPED BUD 1957.
 HF1391'(THIS MARK MAY BE COVERED WHEN THE ROAD
 HF1391'GRADING IS FINISHED).
 HF1391'
 HF1391'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY
 HF1391'49 IN THE CENTER OF CALDWELL BY GOING EAST ON U.S. HIGHWAY 81 FOR
 HF1391'3.25 MILES TO CROSSROADS.  CONTINUE EAST ON U.S. HIGHWAY 81
 HF1391'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 HF1391'EAST ON U.S. HIGHWAY 81 FOR 0.7 MILE TO CROSSROADS AND THE
 HF1391'STATION AS DESCRIBED.
 HF1391'
 HF1391'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, 58
 HF1391'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 81, AND 17 FEET
 HF1391'NORTHWEST OF A TELEPHONE POLE.  THE MARK IS FLUSH WITH THE
 HF1391'GROUND SURFACE AND THE DISK IS STAMPED BUD NO 1 1957.
 HF1391'
 HF1391'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 106 FEET
 HF1391'EAST OF A NORTH-SOUTH GRAVEL ROAD, AND 57 FEET NORTH OF
 HF1391'THE CENTER OF U.S. HIGHWAY 81.  THE MARK IS FLUSH WITH THE
 HF1391'GROUND SURFACE AND THE DISK IS STAMPED BUD NO 2 1957.
 HF1391'
 HF1391'AZIMUTH MARK (RESET) IS 0.7 MILE WEST OF THE STATION, 49 FEET
 HF1391'SOUTH OF THE CENTER OF U.S. HIGHWAY 81, 3 FEET EAST OF A
 HF1391'POWER POLE, AND 1 FOOT WEST OF A WHITE WITNESS POST.  THE MARK
 HF1391'PROJECTS 6 INCHES AND THE DISK IS STAMPED BUD 1957 RESET 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0031 ***********************************************************************
 JG0031  DESIGNATION -  BUD RM 1
 JG0031  PID         -  JG0031
 JG0031  STATE/COUNTY-  KS/ELLSWORTH
 JG0031  USGS QUAD   -  CARNEIRO (1979)
 JG0031
 JG0031                         *CURRENT SURVEY CONTROL
 JG0031  ___________________________________________________________________
 JG0031* NAD 83(1986)-  38 44 27.     (N)    098 03 08.     (W)     SCALED    
 JG0031* NAVD 88     -       511.446  (meters)    1677.97   (feet)  ADJUSTED  
 JG0031  ___________________________________________________________________
 JG0031  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 JG0031  DYNAMIC HT  -         511.084 (meters)    1676.78  (feet)  COMP
 JG0031  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 JG0031
 JG0031  VERT ORDER  -  SECOND    CLASS 0
 JG0031
 JG0031.The horizontal coordinates were scaled from a topographic map and have
 JG0031.an estimated accuracy of +/- 6 seconds.
 JG0031
 JG0031.The orthometric height was determined by differential leveling
 JG0031.and adjusted by the National Geodetic Survey in June 1991..
 JG0031
 JG0031.The geoid height was determined by GEOID03.
 JG0031
 JG0031.The dynamic height is computed by dividing the NAVD 88
 JG0031.geopotential number by the normal gravity value computed on the
 JG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0031.degrees latitude (g = 980.6199 gals.).
 JG0031
 JG0031.The modeled gravity was interpolated from observed gravity values.
 JG0031
 JG0031;                    North         East    Units  Estimated Accuracy
 JG0031;SPC KS N     -    45,240.      395,460.      MT  (+/- 180 meters Scaled)
 JG0031
 JG0031                          SUPERSEDED SURVEY CONTROL
 JG0031
 JG0031  NGVD 29 (??/??/92)  511.318  (m)         1677.55   (f) ADJ UNCH    2 0
 JG0031
 JG0031.Superseded values are not recommended for survey control.
 JG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0031.See file dsdata.txt to determine how the superseded data were derived.
 JG0031
 JG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH823884(NAD 83)
 JG0031_MARKER: DR = REFERENCE MARK DISK
 JG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0031_STAMPING: BUD NO 1 1961
 JG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0031+STABILITY: SURFACE MOTION
 JG0031
 JG0031  HISTORY     - Date     Condition        Report By
 JG0031  HISTORY     - 1961     MONUMENTED       CGS
 JG0031
 JG0031                          STATION DESCRIPTION
 JG0031
 JG0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JG0031'1.5 MI W FROM CANERIO.
 JG0031'FROM THE EDGE OF CANERIO, 1.5 MILE WEST ALONG U.S. HIGHWAY 40
 JG0031'TO THE CREST OF A RIDGE AND A GATE IN THE NORTH RIGHT OF WAY
 JG0031'FENCE, THROUGH GATE AND THENCE 0.1 MILE EAST NORTHEAST ALONG
 JG0031'THE RIDGE, 124.0 FEET SOUTH FROM THE TRIANGULATION STATION,
 JG0031'2 FEET NORTH FROM THE FENCE, 70 FEET SOUTH FROM THE SNOW FENCE,
 JG0031'SET IN A 12 INCH SQUARE TOPPED CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0029 ***********************************************************************
 JG0029  DESIGNATION -  BUD RM 2
 JG0029  PID         -  JG0029
 JG0029  STATE/COUNTY-  KS/ELLSWORTH
 JG0029  USGS QUAD   -  CARNEIRO (1979)
 JG0029
 JG0029                         *CURRENT SURVEY CONTROL
 JG0029  ___________________________________________________________________
 JG0029* NAD 83(1986)-  38 44 27.     (N)    098 03 08.     (W)     SCALED    
 JG0029* NAVD 88     -       511.870  (meters)    1679.36   (feet)  ADJUSTED  
 JG0029  ___________________________________________________________________
 JG0029  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 JG0029  DYNAMIC HT  -         511.507 (meters)    1678.17  (feet)  COMP
 JG0029  MODELED GRAV-     979,903.9   (mgal)                       NAVD 88
 JG0029
 JG0029  VERT ORDER  -  SECOND    CLASS 0
 JG0029
 JG0029.The horizontal coordinates were scaled from a topographic map and have
 JG0029.an estimated accuracy of +/- 6 seconds.
 JG0029
 JG0029.The orthometric height was determined by differential leveling
 JG0029.and adjusted by the National Geodetic Survey in June 1991..
 JG0029
 JG0029.The geoid height was determined by GEOID03.
 JG0029
 JG0029.The dynamic height is computed by dividing the NAVD 88
 JG0029.geopotential number by the normal gravity value computed on the
 JG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0029.degrees latitude (g = 980.6199 gals.).
 JG0029
 JG0029.The modeled gravity was interpolated from observed gravity values.
 JG0029
 JG0029;                    North         East    Units  Estimated Accuracy
 JG0029;SPC KS N     -    45,240.      395,460.      MT  (+/- 180 meters Scaled)
 JG0029
 JG0029                          SUPERSEDED SURVEY CONTROL
 JG0029
 JG0029  NGVD 29 (??/??/92)  511.742  (m)         1678.94   (f) ADJ UNCH    2 0
 JG0029
 JG0029.Superseded values are not recommended for survey control.
 JG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0029.See file dsdata.txt to determine how the superseded data were derived.
 JG0029
 JG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH823884(NAD 83)
 JG0029_MARKER: DR = REFERENCE MARK DISK
 JG0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0029_STAMPING: BUD NO 2 1961
 JG0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0029+STABILITY: SURFACE MOTION
 JG0029
 JG0029  HISTORY     - Date     Condition        Report By
 JG0029  HISTORY     - 1961     MONUMENTED       CGS
 JG0029
 JG0029                          STATION DESCRIPTION
 JG0029
 JG0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JG0029'1.5 MI W FROM CANERIO.
 JG0029'FROM THE NORTH EDGE OF CANERIO, 1.5 MILES WEST ALONG U.S. HIGHWAY
 JG0029'40 TO THE CREST OF A RIDGE AND A GATE IN THE NORTH RIGHT OF WAY
 JG0029'FENCE, THROUGH GATE AND THENCE 0.1 MILE EAST NORTHEAST ALONG
 JG0029'THE RIDGE, 134.8 FEET SOUTHWEST FROM THE TRIANGULATION STATION,
 JG0029'18 INCHES FROM THE FENCE, 70 FEET SOUTH FROM A SNOW FENCE, SET
 JG0029'IN A SQUARE TOPPED CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0864 ***********************************************************************
 HE0864  DESIGNATION -  BUFFALO
 HE0864  PID         -  HE0864
 HE0864  STATE/COUNTY-  KS/WILSON
 HE0864  USGS QUAD   -  MIDDLETOWN (1975)
 HE0864
 HE0864                         *CURRENT SURVEY CONTROL
 HE0864  ___________________________________________________________________
 HE0864* NAD 83(1997)-  37 43 04.95349(N)    095 46 27.22601(W)     ADJUSTED  
 HE0864* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 HE0864  ___________________________________________________________________
 HE0864  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 HE0864  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HE0864
 HE0864  HORZ ORDER  -  FIRST
 HE0864
 HE0864.The horizontal coordinates were established by classical geodetic methods
 HE0864.and adjusted by the National Geodetic Survey in October 1998..
 HE0864
 HE0864.The orthometric height was scaled from a topographic map.
 HE0864
 HE0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0864
 HE0864.The geoid height was determined by GEOID03.
 HE0864
 HE0864;                    North         East     Units Scale Factor Converg.
 HE0864;SPC KS S     -   520,198.983   640,276.688   MT  0.99994196   +1 40 30.2
 HE0864;UTM  15      - 4,178,155.247   255,476.211   MT  1.00033652   -1 41 53.0
 HE0864
 HE0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0864!SPC KS S     -   0.99995680  x   0.99994196  =   0.99989876
 HE0864!UTM  15      -   0.99995680  x   1.00033652  =   1.00029330
 HE0864
 HE0864:                Primary Azimuth Mark                     Grid Az
 HE0864:SPC KS S     -  YATES CTR MUNICIPAL TANK                 009 25 25.8
 HE0864:UTM  15      -  YATES CTR MUNICIPAL TANK                 012 47 49.0
 HE0864
 HE0864|---------------------------------------------------------------------|
 HE0864| PID    Reference Object                     Distance      Geod. Az  |
 HE0864|                                                           dddmmss.s |
 HE0864| HE0857 YATES CTR MUNICIPAL TANK            APPROX.18.7 KM 0110556.0 |
 HE0864| HE0856 YATES CTR WOODSON CO CTHSE          APPROX.18.5 KM 0111438.5 |
 HE0864| CL4362 BUFFALO RM 1                        147.066 METERS 01304     |
 HE0864| HE0854 PIQUA ST MARTINS CHURCH SPIRE       APPROX.30.4 KM 0430707.6 |
 HE0864| CL4363 BUFFALO RM 2                         49.798 METERS 10601     |
 HE0864| HE0871 FREDONIA CONSOL CEM CORP S STK      APPROX.23.5 KM 1902007.5 |
 HE0864| HE0865 FREDONIA SACRED HEART CATH CH       APPROX.20.8 KM 1904217.1 |
 HE0864| CL4361 BUFFALO AZ MK                                      2604654.3 |
 HE0864| HE0874 TORONTO MUNICIPAL TANK              APPROX.18.3 KM 3021630.9 |
 HE0864|---------------------------------------------------------------------|
 HE0864
 HE0864                          SUPERSEDED SURVEY CONTROL
 HE0864
 HE0864  NAD 83(1997)-  37 43 04.95657(N)    095 46 27.22474(W) AD(       ) 1
 HE0864  NAD 83(1986)-  37 43 04.95958(N)    095 46 27.20931(W) AD(       ) 1
 HE0864  NAD 27      -  37 43 04.80246(N)    095 46 26.27308(W) AD(       ) 1
 HE0864
 HE0864.Superseded values are not recommended for survey control.
 HE0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0864.See file dsdata.txt to determine how the superseded data were derived.
 HE0864
 HE0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5547678155(NAD 83)
 HE0864_MARKER: DS = TRIANGULATION STATION DISK
 HE0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0864_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0864+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2006
 HE0864
 HE0864  HISTORY     - Date     Condition        Report By
 HE0864  HISTORY     - 1934     MONUMENTED       CGS
 HE0864  HISTORY     - 1940     GOOD             CGS
 HE0864  HISTORY     - 20060502 GOOD             KSDT
 HE0864
 HE0864                          STATION DESCRIPTION
 HE0864
 HE0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0864'STATION IS ABOUT 13 MILES E OF N OF FREDONIA, AND 4 MILES DUE W OF
 HE0864'BUFFALO, IN THE NW 1/4 OF SECTION 9, T 27 S, R 15 E, ON SUMMIT
 HE0864'OF A PROMINENT ROCKY HILL IN AN OPEN PASTURE.  STATION IS
 HE0864'ON FLAT TOP OF HILL ABOUT 1,200 FEET E OF W SECTION LINE
 HE0864'AND 500 FEET S OF N SECTION LINE, WHICH IS MARKED BY WIRE
 HE0864'FENCE.  MARK PROJECTS ABOUT 5 INCHES ABOVE SURFACE OF GROUND.
 HE0864'
 HE0864'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0864'BRONZE DISKS SET IN CONCRETE.
 HE0864'
 HE0864'REFERENCE MARK NO. 1 IS N OF STATION IN E-W FENCE LINE, AND PROJECTS
 HE0864'7 INCHES.
 HE0864'
 HE0864'REFERENCE MARK NO. 2 IS S OF STATION ON E RIM OF HILL, SET
 HE0864'IN CONCRETE CYLINDER PROJECTING ABOUT 8 INCHES.
 HE0864'
 HE0864'AZIMUTH MARK IS S OF W OF STATION IN N-S RIGHT-OF-WAY FENCE,
 HE0864'100 FEET SW OF WATER HOLE, 30 FEET E OF CENTER LINE OF DIRT
 HE0864'ROAD.
 HE0864'
 HE0864'REACHED FROM BUFFALO BY GOING ON U.S. HIGHWAY 75 FROM MAIN
 HE0864'STREET, S 0.15 MILE TO M.E. CHURCH, THENCE W ON GRAVEL ROAD,
 HE0864'LEADING PAST BRICK WORKS, 2.65 MILES.  KEEP LEFT-HAND ROAD,
 HE0864'MAIN ROAD W 1.6 MILES TO WIRE GATE ON RIGHT, AT CURVE NEAR
 HE0864'SUMMIT OF GRADE, ENTER GATE INTO PASTURE AND GO WNW 0.25 MILE,
 HE0864'THENCE RIGHT TO HIGHEST POINT ON HILL AND STATION.
 HE0864'
 HE0864'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HE0864
 HE0864                          STATION RECOVERY (1940)
 HE0864
 HE0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE0864'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 HE0864'CONDITION AND MEASUREMENTS CHECK AS DESCRIBED.  DESCRIPTION
 HE0864'GOOD AND ADEQUATE.
 HE0864
 HE0864                          STATION RECOVERY (2006)
 HE0864
 HE0864'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2006 (KRH)
 HE0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1020 ***********************************************************************
 KF1020  DESIGNATION -  BUFFALO MOUND AZ MK
 KF1020  PID         -  KF1020
 KF1020  STATE/COUNTY-  KS/WABAUNSEE
 KF1020  USGS QUAD   -  MAPLE HILL (1978)
 KF1020
 KF1020                         *CURRENT SURVEY CONTROL
 KF1020  ___________________________________________________________________
 KF1020* NAD 83(1997)-  39 03 42.98604(N)    096 04 25.58071(W)     ADJUSTED  
 KF1020* NAVD 88     -       388.8    (meters)    1276.     (feet)  VERTCON   
 KF1020  ___________________________________________________________________
 KF1020  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 KF1020  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 KF1020
 KF1020  HORZ ORDER  -  SECOND
 KF1020
 KF1020.The horizontal coordinates were established by classical geodetic methods
 KF1020.and adjusted by the National Geodetic Survey in October 1998..
 KF1020
 KF1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1020
 KF1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1020
 KF1020.The geoid height was determined by GEOID03.
 KF1020
 KF1020;                    North         East     Units Scale Factor Converg.
 KF1020;SPC KS N     -    82,656.278   566,697.721   MT  0.99996225   +1 13 07.5
 KF1020;UTM  14      - 4,327,726.484   753,188.990   MT  1.00038941   +1 50 41.9
 KF1020;UTM  15      - 4,328,148.176   234,042.355   MT  1.00047106   -1 56 17.2
 KF1020
 KF1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1020!SPC KS N     -   0.99994381  x   0.99996225  =   0.99990606
 KF1020!UTM  14      -   0.99994381  x   1.00038941  =   1.00033320
 KF1020!UTM  15      -   0.99994381  x   1.00047106  =   1.00041484
 KF1020
 KF1020                          SUPERSEDED SURVEY CONTROL
 KF1020
 KF1020  NAD 83(1986)-  39 03 42.99250(N)    096 04 25.57604(W) AD(       ) 2
 KF1020  NAD 27      -  39 03 42.99600(N)    096 04 24.60800(W) AD(       ) 2
 KF1020  NGVD 29 (07/19/86)  388.7    (m)         1275.     (f) VERT ANG       
 KF1020
 KF1020.Superseded values are not recommended for survey control.
 KF1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1020.See file dsdata.txt to determine how the superseded data were derived.
 KF1020
 KF1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5318927726(NAD 83)
 KF1020_MARKER: G = GLASS BOTTLE
 KF1020_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KF1020_SP_SET: OBJECT IMBEDDED IN GROUND
 KF1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF1020
 KF1020  HISTORY     - Date     Condition        Report By
 KF1020  HISTORY     - 1888     MONUMENTED       CGS
 KF1020  HISTORY     - 1934     MARK NOT FOUND   CGS
 KF1020
 KF1020                          STATION DESCRIPTION
 KF1020
 KF1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1888 (FDG)
 KF1020'ON A PROMINENT ROCKY BUTTE ABOUT 3 MILES SOUTHWEST OF THE OLD
 KF1020'TOWN OF MAPLE HILL.  THE BUTTE IS WELL KNOWN IN THE VICINITY
 KF1020'AND HAS A LARGE ROCK PILE ON ITS SUMMIT, SAID TO HAVE BEEN PLACED
 KF1020'THERE BY THE INDIANS.  THE STATION IS A FEW FEET SOUTH OF THE ROCK
 KF1020'PILE AND IS MARKED BY A BOTTLE OF ASHES BURIED 8 INCHES BELOW
 KF1020'THE SURFACE OF THE GROUND.
 KF1020
 KF1020                          STATION RECOVERY (1934)
 KF1020
 KF1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KF1020'NOT RECOVERED.  THE SITE IS IN THE SOUTHWEST QUARTER OF SEC.
 KF1020'27, T. 11 S., R. 12 E.
 KF1020'
 KF1020'NOTHING WAS DISCOVERED EXCEPT A SMALL CAIRN OF ROCK WHICH LAY
 KF1020'SCATTERED OVER THE GROUND ON THE NORTH END, THE HIGHEST POINT OF
 KF1020'THE MOUND.  SEVERAL DEPRESSIONS WERE EXCAVATED, BUT NO UNDERGROUND
 KF1020'MARKS WERE DISCOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0683 ***********************************************************************
 KH0683  DESIGNATION -  BUFFALO RESET
 KH0683  PID         -  KH0683
 KH0683  STATE/COUNTY-  KS/WALLACE
 KH0683  USGS QUAD   -  HARRIS DRAW EAST (1979)
 KH0683
 KH0683                         *CURRENT SURVEY CONTROL
 KH0683  ___________________________________________________________________
 KH0683* NAD 83(1997)-  39 06 58.92078(N)    101 35 26.53113(W)     ADJUSTED  
 KH0683* NAVD 88     -      1090.90   (+/-2cm)    3579.1    (feet)  VERTCON   
 KH0683  ___________________________________________________________________
 KH0683  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 KH0683  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 KH0683
 KH0683  HORZ ORDER  -  SECOND
 KH0683  VERT ORDER  -  THIRD ? (See Below)
 KH0683
 KH0683.The horizontal coordinates were established by classical geodetic methods
 KH0683.and adjusted by the National Geodetic Survey in October 1998..
 KH0683
 KH0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0683.The vertical order pertains to the NGVD 29 superseded value.
 KH0683
 KH0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0683
 KH0683.The geoid height was determined by GEOID03.
 KH0683
 KH0683;                    North         East     Units Scale Factor Converg.
 KH0683;SPC KS N     -    93,080.994    89,554.361   MT  0.99995959   -2 16 18.8
 KH0683;UTM  14      - 4,332,886.021   276,018.666   MT  1.00021776   -1 38 06.5
 KH0683
 KH0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0683!SPC KS N     -   0.99983265  x   0.99995959  =   0.99979225
 KH0683!UTM  14      -   0.99983265  x   1.00021776  =   1.00005037
 KH0683
 KH0683|---------------------------------------------------------------------|
 KH0683| PID    Reference Object                     Distance      Geod. Az  |
 KH0683|                                                           dddmmss.s |
 KH0683| CP6709 BUFFALO RM 1                         11.313 METERS 17735     |
 KH0683| CP6710 BUFFALO RM 2                         10.676 METERS 26344     |
 KH0683| KH0684 BUFFALO AZ MK                       APPROX. 0.7 KM 3035219.6 |
 KH0683|---------------------------------------------------------------------|
 KH0683
 KH0683                          SUPERSEDED SURVEY CONTROL
 KH0683
 KH0683  NAD 83(1986)-  39 06 58.92113(N)    101 35 26.53123(W) AD(       ) 2
 KH0683  NAD 27      -  39 06 58.90100(N)    101 35 24.92800(W) AD(       ) 2
 KH0683  NGVD 29 (07/19/86) 1090.47   (m)         3577.7    (f) LEVELING    3  
 KH0683
 KH0683.Superseded values are not recommended for survey control.
 KH0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0683.See file dsdata.txt to determine how the superseded data were derived.
 KH0683
 KH0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ7601932886(NAD 83)
 KH0683_MARKER: DS = TRIANGULATION STATION DISK
 KH0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0683
 KH0683  HISTORY     - Date     Condition        Report By
 KH0683  HISTORY     - 1951     MONUMENTED       CGS
 KH0683  HISTORY     - 1979     GOOD             NGS
 KH0683
 KH0683                          STATION DESCRIPTION
 KH0683
 KH0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0683'THE STATION IS LOCATED ABOUT 17.5 MILES SOUTH-SOUTHEAST OF
 KH0683'GOODLAND, 17.5 MILES NORTH-NORTHEAST OF SHARON SPRINGS, 14.0 MILES
 KH0683'NORTH OF WALLACE, 0.3 MILE SOUTH OF AN EAST-WEST DIRT ROAD
 KH0683'AND IS VISIBLE 120 YARDS WEST OF THE CENTER OF A NORTH-SOUTH
 KH0683'DIRT ROAD.  IT IS ON THE SUMMIT OF A RIDGE IN AN OPEN PASTURE.
 KH0683'IT PROJECTS 4 INCHES AND IS STAMPED BUFFALO 1951.
 KH0683'
 KH0683'REFERENCE MARK NO. 1 IS ON THE SAME LEVEL AS THE STATION.
 KH0683'IT PROJECTS 3 INCHES AND IS STAMPED BUFFALO NO 1 1951.
 KH0683'
 KH0683'REFERENCE MARK NO. 2 IS ON THE SAME LEVEL AS THE STATION.
 KH0683'IT PROJECTS 4 INCHES AND IS STAMPED BUFFALO NO 2 1951.
 KH0683'
 KH0683'THE AZIMUTH MARK IS 35.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KH0683'DIRT ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT PROJECTS
 KH0683'4 INCHES AND IS STAMPED BUFFALO 1951.
 KH0683'
 KH0683'TO REACH THE STATION FROM THE POST OFFICE IN GOODLAND, GO
 KH0683'WEST 0.1 MILE TO A STOP LIGHT AND THE MAIN STREET, TURN LEFT
 KH0683'AND GO SOUTH 0.4 MILE TO A CROSS STREET, TURN RIGHT AND GO
 KH0683'WEST FOR 0.7 MILE TO A T-ROAD, TURN LEFT AND GO SOUTH FOR 0.4
 KH0683'MILE TO THE JUNCTION OF STATE HIGHWAY 27.  CONTINUE SOUTH ON
 KH0683'STATE HIGHWAY 27 FOR 15.0 MILES TO A CROSSROAD AND A SIGN
 KH0683'ON THE LEFT POINTING EAST TO THE MADICAN RANCH, TURN LEFT AND
 KH0683'GO EAST ON A DIRT ROAD FOR 6.8 MILES TO THE AZIMUTH MARK ON
 KH0683'THE RIGHT AS DESCRIBED.  CONTINUE EAST FOR 0.5 MILE TO WHERE
 KH0683'THE MAIN ROAD CURVES SOUTH, TURN RIGHT AND GO SOUTH FOR 0.3
 KH0683'MILE, (THE STATION IS VISIBLE ON THE RIGHT AT THE SUMMIT OF
 KH0683'THE RIDGE ABOUT 120 YARDS WEST) CONTINUE SOUTH FOR 0.7
 KH0683'MILE TO A WIRE GATE ON THE RIGHT, TURN WEST THROUGH GATE AND
 KH0683'THEN RIGHT AND GO NORTH ALONG FENCE LINE FOR 0.7 MILE, TURN
 KH0683'LEFT AND GO WEST TO THE SUMMIT OF THE RIDGE AND THE STATION
 KH0683'AS DESCRIBED.
 KH0683
 KH0683                          STATION RECOVERY (1979)
 KH0683
 KH0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KH0683'UNDERGROUND MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 KH0683'RECOVERED IN GOOD CONDITION.  SURFACE STATION MARK WAS FOUND PARTLY
 KH0683'UPROOTED AND LEANING.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 KH0683'UNDERGROUND MARK.  THE DISTANCE TO REFERENCE MARK 1 WAS 0.003 METER
 KH0683'LONGER AND THE DISTANCE TO REFERENCE MARK 2 WAS 0.004 METER SHORTER
 KH0683'THAN 1951 DATA.  THE DIRECTION TO REFERENCE MARK 1 WAS 55 SECONDS
 KH0683'SMALLER AND TO REFERENCE MARK 2 WAS 5 SECONDS LARGER, THAN 1951
 KH0683'DATA.  A NEW DESCRIPTION FOLLOWS.
 KH0683'
 KH0683'STATION IS ABOUT 17-1/2 MILES SOUTH-SOUTHEAST OF GOODLAND, 17-1/2
 KH0683'MILES NORTH-NORTHEAST OF SHARON SPRINGS, 14 MILES NORTH OF WALLACE,
 KH0683'ON THE SUMMIT AND HIGHEST POINT OF A RIDGE IN PASTURE LAND ON PROPERTY
 KH0683'OWNED BY JERRY BYRD OF HOLCOMB, KANSAS.
 KH0683'
 KH0683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 KH0683'HIGHWAY 27 AT SHARON SPRINGS, GO NORTH ON HIGHWAY 27 FOR 15.3 MILES TO
 KH0683'A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 6.5
 KH0683'MILES TO A SIDE ROAD LEFT.  CONTINUE EAST FOR 0.5 MILE TO THE AZIMUTH
 KH0683'MARK ON THE RIGHT AT THE CREST OF A HILL.  CONTINUE EAST FOR 0.5 MILE
 KH0683'TO WHERE THE ROAD CURVES SOUTH AND CONTINUE SOUTH FOR 0.3 MILE TO THE
 KH0683'STATION ON THE RIGHT.  THERE IS NO GATE HERE, SO CONTINUE SOUTH FOR
 KH0683'0.7 MILE TO A GATE AND A SMALL POND ON THE RIGHT.  TURN RIGHT, PASS
 KH0683'THROUGH THE GATE, TURN RIGHT AGAIN AND GO NORTH ALONG THE FENCE FOR
 KH0683'0.7 MILE TO THE STATION ON THE LEFT.
 KH0683'
 KH0683'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---BUFFALO 1951
 KH0683'1979--- SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS
 KH0683'FLUSH.  UNDERGROUND MARK IS A STANDARD DISK, STAMPED---BUFFALO
 KH0683'1951--- SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES
 KH0683'BELOW THE GROUND SURFACE.  MARKS ARE 120 YARDS EAST OF THE ROAD AND
 KH0683'ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 KH0683'
 KH0683'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BUFFALO NO 1 1951---
 KH0683'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 KH0683'INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 KH0683'
 KH0683'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BUFFALO NO 2 1951---
 KH0683'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 KH0683'INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 KH0683'
 KH0683'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BUFFALO 1951--- SET IN
 KH0683'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 35.0
 KH0683'FEET S OF THE CENTERLINE OF THE ROAD, 2.0 FEET EAST OF A WITNESS POST
 KH0683'AND IN A FENCELINE.
 KH0683'
 KH0683'THERE WERE NO OBJECTS TO REFERENCE THE STATION OR REFERENCE MARKS TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1561 ***********************************************************************
 JF1561  DESIGNATION -  BUHLER TV STA KARD MICROWAVE
 JF1561  PID         -  JF1561
 JF1561  STATE/COUNTY-  KS/RENO
 JF1561  USGS QUAD   -  HUTCHINSON SE (1978)
 JF1561
 JF1561                         *CURRENT SURVEY CONTROL
 JF1561  ___________________________________________________________________
 JF1561* NAD 83(1997)-  38 05 57.10122(N)    097 46 29.90144(W)     ADJUSTED  
 JF1561* NAVD 88     -                                                        
 JF1561  ___________________________________________________________________
 JF1561  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 JF1561  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 JF1561
 JF1561  HORZ ORDER  -  THIRD
 JF1561
 JF1561.The horizontal coordinates were established by classical geodetic methods
 JF1561.and adjusted by the National Geodetic Survey in October 1998..
 JF1561
 JF1561
 JF1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1561
 JF1561.The geoid height was determined by GEOID03.
 JF1561
 JF1561;                    North         East     Units Scale Factor Converg.
 JF1561;SPC KS S     -   559,236.951   463,590.668   MT  0.99994092   +0 26 44.0
 JF1561;UTM  14      - 4,217,529.549   607,411.068   MT  0.99974209   +0 45 21.4
 JF1561
 JF1561                          SUPERSEDED SURVEY CONTROL
 JF1561
 JF1561  NAD 83(1997)-  38 05 57.11031(N)    097 46 29.90172(W) AD(       ) 4
 JF1561  NAD 83(1986)-  38 05 57.11059(N)    097 46 29.90119(W) AD(       ) 4
 JF1561  NAD 27      -  38 05 57.07284(N)    097 46 28.72621(W) AD(       ) 3
 JF1561
 JF1561.Superseded values are not recommended for survey control.
 JF1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1561.See file dsdata.txt to determine how the superseded data were derived.
 JF1561
 JF1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH0741117530(NAD 83)
 JF1561_MARKER: 44 = MICROWAVE MAST
 JF1561
 JF1561  HISTORY     - Date     Condition        Report By
 JF1561  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1561
 JF1561                          STATION DESCRIPTION
 JF1561
 JF1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1561'THE STATION, BUHLER TELEVISION STATION KARD MICROWAVE KER 68
 JF1561'IS THE LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST, PAINTED RED AND
 JF1561'WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 300 FEET AND
 JF1561'IS OWNED BY KARD TV STATION OF WICHITA.  IT IS LOCATED 8-1/2
 JF1561'MILES EAST AND 3 MILES NORTH OF HUTCHINSON AND 175 FEET EAST
 JF1561'OF THE CENTER OF A PAVED ROAD.
 JF1561'
 JF1561'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 61 AND 4TH STREET
 JF1561'IN EAST HUTCHINSON, GO EAST ON 4TH STREET FOR 7.0 MILES TO A
 JF1561'CROSSROAD, TURN LEFT AND GO NORTH FOR 2.9 MILES TO THE MAST
 JF1561'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1350 ***********************************************************************
 JE1350  DESIGNATION -  BULL
 JE1350  PID         -  JE1350
 JE1350  STATE/COUNTY-  KS/JOHNSON
 JE1350  USGS QUAD   -  GARDNER (1991)
 JE1350
 JE1350                         *CURRENT SURVEY CONTROL
 JE1350  ___________________________________________________________________
 JE1350* NAD 83(1997)-  38 47 41.19890(N)    094 54 29.63391(W)     ADJUSTED  
 JE1350* NAVD 88     -       329.764  (meters)    1081.90   (feet)  ADJUSTED  
 JE1350  ___________________________________________________________________
 JE1350  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 JE1350  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE1350  DYNAMIC HT  -         329.542 (meters)    1081.17  (feet)  COMP
 JE1350  MODELED GRAV-     979,944.6   (mgal)                       NAVD 88
 JE1350
 JE1350  HORZ ORDER  -  SECOND
 JE1350  VERT ORDER  -  SECOND    CLASS 0
 JE1350
 JE1350.The horizontal coordinates were established by classical geodetic methods
 JE1350.and adjusted by the National Geodetic Survey in October 1998..
 JE1350
 JE1350.The orthometric height was determined by differential leveling
 JE1350.and adjusted by the National Geodetic Survey in June 1991..
 JE1350
 JE1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1350
 JE1350.The geoid height was determined by GEOID03.
 JE1350
 JE1350.The dynamic height is computed by dividing the NAVD 88
 JE1350.geopotential number by the normal gravity value computed on the
 JE1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1350.degrees latitude (g = 980.6199 gals.).
 JE1350
 JE1350.The modeled gravity was interpolated from observed gravity values.
 JE1350
 JE1350;                    North         East     Units Scale Factor Converg.
 JE1350;SPC KS N     -    55,810.008   668,545.414   MT  0.99998831   +1 57 22.3
 JE1350;UTM  15      - 4,295,732.586   334,279.959   MT  0.99993819   -1 11 45.0
 JE1350
 JE1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1350!SPC KS N     -   0.99995327  x   0.99998831  =   0.99994158
 JE1350!UTM  15      -   0.99995327  x   0.99993819  =   0.99989147
 JE1350
 JE1350:                Primary Azimuth Mark                     Grid Az
 JE1350:SPC KS N     -  BULL RM 3 AZIMUTH                        040 47 37.0
 JE1350:UTM  15      -  BULL RM 3 AZIMUTH                        043 56 44.3
 JE1350
 JE1350|---------------------------------------------------------------------|
 JE1350| PID    Reference Object                     Distance      Geod. Az  |
 JE1350|                                                           dddmmss.s |
 JE1350| JE1351 BULL RM 3 AZIMUTH                                  0424459.3 |
 JE1350| JE1348 BULL RM 2                            12.244 METERS 22107     |
 JE1350| JE1349 BULL RM 1                            17.727 METERS 31456     |
 JE1350|---------------------------------------------------------------------|
 JE1350
 JE1350                          SUPERSEDED SURVEY CONTROL
 JE1350
 JE1350  NAD 83(1986)-  38 47 41.20699(N)    094 54 29.63546(W) AD(       ) 2
 JE1350  NAD 27      -  38 47 41.17871(N)    094 54 28.76570(W) AD(       ) 2
 JE1350  NGVD 29 (??/??/92)  329.640  (m)         1081.49   (f) ADJ UNCH    2 0
 JE1350
 JE1350.Superseded values are not recommended for survey control.
 JE1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1350.See file dsdata.txt to determine how the superseded data were derived.
 JE1350
 JE1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3428095733(NAD 83)
 JE1350_MARKER: DS = TRIANGULATION STATION DISK
 JE1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1350_STAMPING: BULL 1974
 JE1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1350+STABILITY: SURFACE MOTION
 JE1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1350+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 JE1350
 JE1350  HISTORY     - Date     Condition        Report By
 JE1350  HISTORY     - 1974     MONUMENTED       NGS
 JE1350  HISTORY     - 1974     GOOD             NGS
 JE1350  HISTORY     - 1976     GOOD             NGS
 JE1350  HISTORY     - 1983     GOOD             KSDT
 JE1350  HISTORY     - 20060624 GOOD             GEOCAC
 JE1350
 JE1350                          STATION DESCRIPTION
 JE1350
 JE1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1350'THE STATION IS ABOUT 6 MILES NORTHEAST OF EDGERTON, 3 MILES
 JE1350'SOUTHWEST OF CLARE, 2 MILES SOUTHEAST OF GARDNER, ON ROAD
 JE1350'RIGHT-OF-WAY AND IN THE NW 1/4 OF SEC 37, T 14 S, R 22 E.
 JE1350'
 JE1350'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 JE1350'GARDNER ROAD, WHICH IS ABOUT 2-1/2 MILES SOUTH OF GARDNER, GO SOUTH
 JE1350'ON GARDNER ROAD FOR 1.0 MILE TO THE JUNCTION WITH 199TH STREET.
 JE1350'TURN LEFT AND GO EAST ON 199TH STREET FOR 1.0 MILE TO A GRAVELED
 JE1350'CROSSROAD.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR
 JE1350'1.85 MILES TO THE STATION ON THE RIGHT.
 JE1350'
 JE1350'TO REACH REFERENCE MARK 3 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35
 JE1350'AND GARDNER ROAD, GO NORTHEAST ON INTERSTATE HIGHWAY 35 FOR 1.25
 JE1350'MILES TO AN OVERPASS.  CONTINUE NORTHEAST ON INTERSTATE HIGHWAY
 JE1350'35 FOR 0.55 MILE TO THE MARK ON THE NORTH SIDE OF THE WEST BOUND
 JE1350'LANE OF INTERSTATE HIGHWAY 35.
 JE1350'
 JE1350'STATION MARKS ARE STANDARD DISKS, STAMPED BULL 1974.  THE SURFACE
 JE1350'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JE1350'THAT IS FLUSH WITH THE GROUND.  IT IS 19.0 FEET EAST OF THE CENTER
 JE1350'OF THE GRAVELED ROAD, 7.0 FEET SOUTH OF A WITNESS POST, 4.2 FEET
 JE1350'EAST OF A GUARD RAIL AND 3.8 FEET SOUTH OF THE SOUTHEAST END OF THE
 JE1350'OVERPASS.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JE1350'CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 JE1350'
 JE1350'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BULL NO 1 1974,
 JE1350'CEMENTED IN A DRILL HOLE ON THE WEST SIDE OF THE CONCRETE OVERPASS.
 JE1350'IT IS 52.0 FEET NORTHWEST OF THE WITNESS POST, 45.7 FEET NORTH OF
 JE1350'THE SOUTHWEST END OF THE OVERPASS, 14.0 FEET WEST OF THE CENTER OF
 JE1350'THE OVERPASS AND ABOUT 2 FEET HIGHER THAN THE STATION.
 JE1350'
 JE1350'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BULL NO 2 1974, CEMENTED
 JE1350'IN A DRILL HOLE IN A CONCRETE DRAINAGE DITCH.  IT IS 40.4 FEET
 JE1350'SOUTHWEST OF THE WITNESS POST, 28.8 FEET SOUTH OF THE SOUTHWEST END
 JE1350'OF THE OVERPASS, 14.0 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 JE1350'AND ABOUT THE SAME ELEVATION AS THE STATION.
 JE1350'
 JE1350'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BULL NO 3 1974, AZ, SET
 JE1350'IN A DRILL HOLE IN ROCK OUTCROP.  IT IS 65.0 FEET NORTH OF THE
 JE1350'CENTER OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY 35 AND 43.5 FEET
 JE1350'SOUTH OF A WITNESS POST IN A FENCE LINE.  THIS MARK WILL SERVE AS
 JE1350'THE AZIMUTH MARK.
 JE1350'
 JE1350'NEAREST TOWN--GARDNER.
 JE1350'
 JE1350'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
 JE1350
 JE1350                          STATION RECOVERY (1974)
 JE1350
 JE1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1350'6.85 MI SW FROM OLATHE.
 JE1350'ABOUT 6.85 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1350'JUNCTION WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF
 JE1350'OLATHE, 58.16 FEET SOUTHEAST OF RM 1, 40.18 FEET NORTHEAST OF RM 2,
 JE1350'19.0 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD, 7.0 FEET
 JE1350'SOUTH OF A METAL WITNESS SIGN, 4.2 FEET EAST OF A GUARD RAIL AND 3.8
 JE1350'FEET SOUTH OF THE SOUTHEAST CORNER OF A OVERPASS.  SET IN THE TOP OF A
 JE1350'CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 1 FOOT BELOW THE
 JE1350'LEVEL OF THE GRAVEL ROAD.
 JE1350
 JE1350                          STATION RECOVERY (1976)
 JE1350
 JE1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 JE1350'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION ALONG WITH RMS 1,
 JE1350'2, AND 3.
 JE1350'SOURCE G-15326.
 JE1350'
 JE1350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES SE OF
 JE1350'GARDNER.
 JE1350
 JE1350                          STATION RECOVERY (1983)
 JE1350
 JE1350'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983
 JE1350'RECOVERED IN GOOD CONDITION.
 JE1350
 JE1350                          STATION RECOVERY (2006)
 JE1350
 JE1350'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1350'FOUND THE STATION, RM1 AND RM2. THE AZIMUTH MARK IN LOCATED IN THE
 JE1350'RIGHT-OF-WAY FOR I-35 AND NOT SEARCHED FOR THIS DATE.
 JE1350' 
 JE1350'DELETE FROM THE DESCRIPTION THE REFERENCE OF THE WITNESS POST FOR THE
 JE1350'STATION, RM1 AND RM2. ADD TO THE DESCRIPTION - THE STATION IS 5 FEET
 JE1350'SOUTH OF A JOHNSON COUNTY PUBLIC WORKS METAL WITNESS POST AND SIGN.
 JE1350'THE STATION IS 0.5 FEET BELOW GROUND.
 JE1350' 
 JE1350' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1349 ***********************************************************************
 JE1349  DESIGNATION -  BULL RM 1
 JE1349  PID         -  JE1349
 JE1349  STATE/COUNTY-  KS/JOHNSON
 JE1349  USGS QUAD   -  GARDNER (1991)
 JE1349
 JE1349                         *CURRENT SURVEY CONTROL
 JE1349  ___________________________________________________________________
 JE1349* NAD 83(1986)-  38 47 41.     (N)    094 54 30.     (W)     SCALED    
 JE1349* NAVD 88     -       330.283  (meters)    1083.60   (feet)  ADJUSTED  
 JE1349  ___________________________________________________________________
 JE1349  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE1349  DYNAMIC HT  -         330.060 (meters)    1082.87  (feet)  COMP
 JE1349  MODELED GRAV-     979,944.6   (mgal)                       NAVD 88
 JE1349
 JE1349  VERT ORDER  -  SECOND    CLASS 0
 JE1349
 JE1349.The horizontal coordinates were scaled from a topographic map and have
 JE1349.an estimated accuracy of +/- 6 seconds.
 JE1349
 JE1349.The orthometric height was determined by differential leveling
 JE1349.and adjusted by the National Geodetic Survey in June 1991..
 JE1349
 JE1349.The geoid height was determined by GEOID03.
 JE1349
 JE1349.The dynamic height is computed by dividing the NAVD 88
 JE1349.geopotential number by the normal gravity value computed on the
 JE1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1349.degrees latitude (g = 980.6199 gals.).
 JE1349
 JE1349.The modeled gravity was interpolated from observed gravity values.
 JE1349
 JE1349;                    North         East    Units  Estimated Accuracy
 JE1349;SPC KS N     -    55,800.      668,540.      MT  (+/- 180 meters Scaled)
 JE1349
 JE1349                          SUPERSEDED SURVEY CONTROL
 JE1349
 JE1349  NGVD 29 (??/??/92)  330.159  (m)         1083.20   (f) ADJ UNCH    2 0
 JE1349
 JE1349.Superseded values are not recommended for survey control.
 JE1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1349.See file dsdata.txt to determine how the superseded data were derived.
 JE1349
 JE1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC342957(NAD 83)
 JE1349_MARKER: DR = REFERENCE MARK DISK
 JE1349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1349_SP_SET: OVERPASS
 JE1349_STAMPING: BULL NO 1 1974
 JE1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1349+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 JE1349
 JE1349  HISTORY     - Date     Condition        Report By
 JE1349  HISTORY     - 1974     MONUMENTED       NGS
 JE1349  HISTORY     - 20060624 GOOD             GEOCAC
 JE1349
 JE1349                          STATION DESCRIPTION
 JE1349
 JE1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1349'6.85 MI SW FROM OLATHE.
 JE1349'AT THE BULL STATION SITE-- 58.16 FEET NORTHWEST OF THE STATION, 52.0
 JE1349'FEET NORTHWEST OF THE METAL WITNESS SIGN, 45.7 FEET NORTH OF THE
 JE1349'SOUTHWEST CORNER OF THE OVERPASS, AND ABOUT 14 FEET WEST OF THE
 JE1349'APPROXIMATE CENTER OF BRIDGE AND ROAD.  SET IN THE TOP OF THE BASE OF
 JE1349'THE WEST BANISTER OF THE OVERPASS AND IS ABOUT 1 FOOT ABOVE THE LEVEL
 JE1349'OF THE ROAD.
 JE1349
 JE1349                          STATION RECOVERY (2006)
 JE1349
 JE1349'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1349'DELETE THE METAL WITNESS POST FROM THE DESCRIPTION.
 JE1349'HH2 N38 47 41.6 W94 54 30.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1348 ***********************************************************************
 JE1348  DESIGNATION -  BULL RM 2
 JE1348  PID         -  JE1348
 JE1348  STATE/COUNTY-  KS/JOHNSON
 JE1348  USGS QUAD   -  GARDNER (1991)
 JE1348
 JE1348                         *CURRENT SURVEY CONTROL
 JE1348  ___________________________________________________________________
 JE1348* NAD 83(1986)-  38 47 41.     (N)    094 54 30.     (W)     SCALED    
 JE1348* NAVD 88     -       329.676  (meters)    1081.61   (feet)  ADJUSTED  
 JE1348  ___________________________________________________________________
 JE1348  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE1348  DYNAMIC HT  -         329.453 (meters)    1080.88  (feet)  COMP
 JE1348  MODELED GRAV-     979,944.6   (mgal)                       NAVD 88
 JE1348
 JE1348  VERT ORDER  -  SECOND    CLASS 0
 JE1348
 JE1348.The horizontal coordinates were scaled from a topographic map and have
 JE1348.an estimated accuracy of +/- 6 seconds.
 JE1348
 JE1348.The orthometric height was determined by differential leveling
 JE1348.and adjusted by the National Geodetic Survey in June 1991..
 JE1348
 JE1348.The geoid height was determined by GEOID03.
 JE1348
 JE1348.The dynamic height is computed by dividing the NAVD 88
 JE1348.geopotential number by the normal gravity value computed on the
 JE1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1348.degrees latitude (g = 980.6199 gals.).
 JE1348
 JE1348.The modeled gravity was interpolated from observed gravity values.
 JE1348
 JE1348;                    North         East    Units  Estimated Accuracy
 JE1348;SPC KS N     -    55,800.      668,540.      MT  (+/- 180 meters Scaled)
 JE1348
 JE1348                          SUPERSEDED SURVEY CONTROL
 JE1348
 JE1348  NGVD 29 (??/??/92)  329.552  (m)         1081.21   (f) ADJ UNCH    2 0
 JE1348
 JE1348.Superseded values are not recommended for survey control.
 JE1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1348.See file dsdata.txt to determine how the superseded data were derived.
 JE1348
 JE1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC342957(NAD 83)
 JE1348_MARKER: DR = REFERENCE MARK DISK
 JE1348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1348_SP_SET: CONCRETE DRAIN
 JE1348_STAMPING: BULL NO 2 1974
 JE1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1348+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2006
 JE1348
 JE1348  HISTORY     - Date     Condition        Report By
 JE1348  HISTORY     - 1974     MONUMENTED       NGS
 JE1348  HISTORY     - 20060624 GOOD             GEOCAC
 JE1348
 JE1348                          STATION DESCRIPTION
 JE1348
 JE1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1348'6.85 MI SW FROM OLATHE.
 JE1348'AT THE BULL STATION SITE-- 40.18 FEET SOUTHWEST OF THE STATION, 40.4
 JE1348'FEET SOUTHWEST OF THE METAL WITNESS SIGN, 28.8 FEET SOUTH OF THE
 JE1348'SOUTHWEST CORNER OF THE OVERPASS, AND 14.0 FEET WEST OF THE
 JE1348'APPROXIMATE CENTER OF THE ROAD.  SET IN THE TOP OF A CONCRETE DRAIN
 JE1348'AND IS ABOUT LEVEL WITH THE ROAD.
 JE1348
 JE1348                          STATION RECOVERY (2006)
 JE1348
 JE1348'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1348'DELETE THE METAL WITNESS POST FROM THE DESCRIPTION.
 JE1348'HH2 N38 47 40.9 W94 54 30.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1351 ***********************************************************************
 JE1351  DESIGNATION -  BULL RM 3 AZIMUTH
 JE1351  PID         -  JE1351
 JE1351  STATE/COUNTY-  KS/JOHNSON
 JE1351  USGS QUAD   -  GARDNER (1991)
 JE1351
 JE1351                         *CURRENT SURVEY CONTROL
 JE1351  ___________________________________________________________________
 JE1351* NAD 83(1986)-  38 48 06.     (N)    094 54 01.     (W)     SCALED    
 JE1351* NAVD 88     -       320.967  (meters)    1053.04   (feet)  ADJUSTED  
 JE1351  ___________________________________________________________________
 JE1351  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JE1351  DYNAMIC HT  -         320.750 (meters)    1052.33  (feet)  COMP
 JE1351  MODELED GRAV-     979,945.0   (mgal)                       NAVD 88
 JE1351
 JE1351  VERT ORDER  -  SECOND    CLASS 0
 JE1351
 JE1351.The horizontal coordinates were scaled from a topographic map and have
 JE1351.an estimated accuracy of +/- 6 seconds.
 JE1351
 JE1351.The orthometric height was determined by differential leveling
 JE1351.and adjusted by the National Geodetic Survey in June 1991..
 JE1351
 JE1351.The geoid height was determined by GEOID03.
 JE1351
 JE1351.The dynamic height is computed by dividing the NAVD 88
 JE1351.geopotential number by the normal gravity value computed on the
 JE1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1351.degrees latitude (g = 980.6199 gals.).
 JE1351
 JE1351.The modeled gravity was interpolated from observed gravity values.
 JE1351
 JE1351;                    North         East    Units  Estimated Accuracy
 JE1351;SPC KS N     -    56,600.      669,210.      MT  (+/- 180 meters Scaled)
 JE1351
 JE1351                          SUPERSEDED SURVEY CONTROL
 JE1351
 JE1351  NGVD 29 (??/??/92)  320.843  (m)         1052.63   (f) ADJ UNCH    2 0
 JE1351
 JE1351.Superseded values are not recommended for survey control.
 JE1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1351.See file dsdata.txt to determine how the superseded data were derived.
 JE1351
 JE1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC349964(NAD 83)
 JE1351_MARKER: DR = REFERENCE MARK DISK
 JE1351_SETTING: 66 = SET IN ROCK OUTCROP
 JE1351_SP_SET: BEDROCK
 JE1351_STAMPING: BULL NO 3 1974
 JE1351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE1351+STABILITY: POSITION/ELEVATION WELL
 JE1351
 JE1351  HISTORY     - Date     Condition        Report By
 JE1351  HISTORY     - 1974     MONUMENTED       NGS
 JE1351
 JE1351                          STATION DESCRIPTION
 JE1351
 JE1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1351'6.25 MI SW FROM OLATHE.
 JE1351'ABOUT 6.25 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1351'JUNCTION WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF
 JE1351'OLATHE, AT THE WEST EDGE OF A REST AREA, 65 FEET NORTH OF THE
 JE1351'CENTERLINE OF THE SOUTHWEST BOUND LANE OF HIGHWAY, AND 43.5 FEET SOUTH
 JE1351'OF A METAL WITNESS SIGN WHICH IS SET IN THE FENCE LINE OF THE NORTH
 JE1351'RIGHT-OF-WAY.  SET IN THE TOP OF OUTCROPPING BEDROCK AND IS ABOUT 4
 JE1351'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0986 ***********************************************************************
 HG0986  DESIGNATION -  BULLARD
 HG0986  PID         -  HG0986
 HG0986  STATE/COUNTY-  KS/CLARK
 HG0986  USGS QUAD   -  ENGLEWOOD (1972)
 HG0986
 HG0986                         *CURRENT SURVEY CONTROL
 HG0986  ___________________________________________________________________
 HG0986* NAD 83(1997)-  37 00 22.23791(N)    099 59 38.55069(W)     ADJUSTED  
 HG0986* NAVD 88     -       608.     (meters)    1995.     (feet)  SCALED    
 HG0986  ___________________________________________________________________
 HG0986  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 HG0986  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 HG0986
 HG0986  HORZ ORDER  -  FIRST
 HG0986
 HG0986.The horizontal coordinates were established by classical geodetic methods
 HG0986.and adjusted by the National Geodetic Survey in October 1998..
 HG0986
 HG0986.The orthometric height was scaled from a topographic map.
 HG0986
 HG0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0986
 HG0986.The geoid height was determined by GEOID03.
 HG0986
 HG0986;                    North         East     Units Scale Factor Converg.
 HG0986;SPC KS S     -   438,746.803   267,021.121   MT  1.00006140   -0 55 05.3
 HG0986;SPC OK N     -   224,426.278   422,524.524   MT  1.00005248   -1 10 36.4
 HG0986;SPC OK N     -   736,305.21  1,386,232.54   sFT  1.00005248   -1 10 36.4
 HG0986;UTM  14      - 4,096,019.424   411,559.986   MT  0.99969635   -0 35 54.1
 HG0986
 HG0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0986!SPC KS S     -   0.99990886  x   1.00006140  =   0.99997025
 HG0986!SPC OK N     -   0.99990886  x   1.00005248  =   0.99996133
 HG0986!UTM  14      -   0.99990886  x   0.99969635  =   0.99960524
 HG0986
 HG0986:                Primary Azimuth Mark                     Grid Az
 HG0986:SPC KS S     -  ENGLEWOOD MUN TANK                       007 38 57.7
 HG0986:SPC OK N     -  ENGLEWOOD MUN TANK                       007 54 28.8
 HG0986:UTM  14      -  ENGLEWOOD MUN TANK                       007 19 46.5
 HG0986
 HG0986|---------------------------------------------------------------------|
 HG0986| PID    Reference Object                     Distance      Geod. Az  |
 HG0986|                                                           dddmmss.s |
 HG0986| HG0984 ENGLEWOOD MUN TANK                  APPROX. 3.5 KM 0064352.4 |
 HG0986| CK9060 BULLARD AZ MK                                      0303953.9 |
 HG0986| CK9062 BULLARD RM 2                         11.349 METERS 22325     |
 HG0986| CK9061 BULLARD RM 1                         11.768 METERS 34141     |
 HG0986|---------------------------------------------------------------------|
 HG0986
 HG0986                          SUPERSEDED SURVEY CONTROL
 HG0986
 HG0986  NAD 83(1997)-  37 00 22.24345(N)    099 59 38.55110(W) AD(       ) 1
 HG0986  NAD 83(1986)-  37 00 22.23721(N)    099 59 38.54639(W) AD(       ) 1
 HG0986  NAD 27      -  37 00 22.13117(N)    099 59 37.05683(W) AD(       ) 1
 HG0986
 HG0986.Superseded values are not recommended for survey control.
 HG0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0986.See file dsdata.txt to determine how the superseded data were derived.
 HG0986
 HG0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1156096019(NAD 83)
 HG0986_MARKER: DS = TRIANGULATION STATION DISK
 HG0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0986
 HG0986  HISTORY     - Date     Condition        Report By
 HG0986  HISTORY     - 1970     MONUMENTED       NGS
 HG0986
 HG0986                          STATION DESCRIPTION
 HG0986
 HG0986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0986'THE STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHEAST OF GATE,
 HG0986'OKLAHOMA, 2-1/4 MILES SOUTH-SOUTHWEST OF ENGLEWOOD, KANSAS, 3/4 MILE
 HG0986'WEST OF US HIGHWAY 283, 1/4 MILE NORTH OF THE KANSAS-OKLAHOMA STATE
 HG0986'LINE AND ON THE HIGHEST POINT OF ONE OF NUMEROUS, BRUSH COVERED
 HG0986'SAND DUNES IN THE AREA.
 HG0986'
 HG0986'TO REACH THE STATION FROM THE POST OFFICE IN ENGLEWOOD, GO WEST FOR
 HG0986'0.05 MILE TO US HIGHWAY 283, TURN LEFT AND GO SOUTH ON US HIGHWAY
 HG0986'283 FOR 1.05 MILES TO A GATE ON THE RIGHT, (TO REACH THE AZIMUTH
 HG0986'MARK FROM THIS POINT, CONTINUE SOUTH ON THE HIGHWAY FOR 0.1 MILE
 HG0986'TO A BRIDGE SPANNING BULLARD CREEK AND THE MARK IN THE
 HG0986'NORTHWEST END OF THE BRIDGE.) TURN RIGHT, PASSING THROUGH THE GATE
 HG0986'AND GO WEST ON A TRACK ROAD FOR 0.05 MILE TO A FORK, KEEP THE LEFT
 HG0986'FORK AND CONTINUE WESTERLY ON A TRACK ROAD ALONG A POWERLINE FOR 0.5
 HG0986'MILE TO A POINT WHERE THE POWERLINE ANGLES TO THE RIGHT AND LEADS
 HG0986'NORTHWEST, TURN LEFT AND GO SOUTHERLY ACROSS COUNTRY FOR 0.5 MILE
 HG0986'TO THE HIGHEST SAND DUNE IN THE IMMEDIATE VICINITY AND THE STATION
 HG0986'AS DESCRIBED.
 HG0986'
 HG0986'THE STATION MARK IS A STANDARD TRAVERSE STATION DISK STAMPED BULLARD
 HG0986'1970, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1 INCH.  IT
 HG0986'IS 5.8 FEET SOUTHWEST OF A WOODEN WITNESS POST.
 HG0986'
 HG0986'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BULLARD NO 1 1970, SET
 HG0986'IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS 35.0
 HG0986'FEET NORTH-NORTHWEST OF THE WITNESS POST AND ABOUT 4 FEET LOWER IN
 HG0986'ELEVATION THAN THE STATION MARK.
 HG0986'
 HG0986'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BULLARD NO 2 1970, SET
 HG0986'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG0986'GROUND.  IT IS 43.1 FEET SOUTHWEST OF THE WITNESS POST AND ABOUT 2
 HG0986'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 HG0986'
 HG0986'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BULLARD 1970, SET IN A
 HG0986'DRILL HOLE NEAR THE NORTHWEST CORNER OF THE BRIDGE.  IT IS 15.5 FEET
 HG0986'WEST OF THE CENTER OF THE BRIDGE, 13 FEET SOUTH OF THE NORTH END OF
 HG0986'THE BRIDGE AND 0.9 OF A FOOT EAST OF THE WEST EDGE OF THE BRIDGE.
 HG0986'
 HG0986'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0167 ***********************************************************************
 HH0167  DESIGNATION -  BULLARD RESET
 HH0167  PID         -  HH0167
 HH0167  STATE/COUNTY-  KS/FINNEY
 HH0167  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0167
 HH0167                         *CURRENT SURVEY CONTROL
 HH0167  ___________________________________________________________________
 HH0167* NAD 83(1997)-  37 52 35.36737(N)    100 52 52.69577(W)     ADJUSTED  
 HH0167* NAVD 88     -       901.012  (meters)    2956.07   (feet)  ADJUSTED  
 HH0167  ___________________________________________________________________
 HH0167  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HH0167  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 HH0167  DYNAMIC HT  -         900.201 (meters)    2953.41  (feet)  COMP
 HH0167  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 HH0167
 HH0167  HORZ ORDER  -  FIRST
 HH0167  VERT ORDER  -  FIRST     CLASS II
 HH0167
 HH0167.The horizontal coordinates were established by classical geodetic methods
 HH0167.and adjusted by the National Geodetic Survey in October 1998..
 HH0167
 HH0167.The orthometric height was determined by differential leveling
 HH0167.and adjusted by the National Geodetic Survey in June 1991..
 HH0167
 HH0167.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0167
 HH0167.The geoid height was determined by GEOID03.
 HH0167
 HH0167.The dynamic height is computed by dividing the NAVD 88
 HH0167.geopotential number by the normal gravity value computed on the
 HH0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0167.degrees latitude (g = 980.6199 gals.).
 HH0167
 HH0167.The modeled gravity was interpolated from observed gravity values.
 HH0167
 HH0167;                    North         East     Units Scale Factor Converg.
 HH0167;SPC KS S     -   536,947.116   190,530.025   MT  0.99993618   -1 27 48.2
 HH0167;UTM  14      - 4,193,779.678   334,542.476   MT  0.99993719   -1 09 19.1
 HH0167
 HH0167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0167!SPC KS S     -   0.99986266  x   0.99993618  =   0.99979885
 HH0167!UTM  14      -   0.99986266  x   0.99993719  =   0.99979986
 HH0167
 HH0167:                Primary Azimuth Mark                     Grid Az
 HH0167:SPC KS S     -  GARDEN CITY ST MARYS CH SPIRE            002 01 50.0
 HH0167:UTM  14      -  GARDEN CITY ST MARYS CH SPIRE            001 43 20.9
 HH0167
 HH0167|---------------------------------------------------------------------|
 HH0167| PID    Reference Object                     Distance      Geod. Az  |
 HH0167|                                                           dddmmss.s |
 HH0167| HH1027 GARDEN CITY ST MARYS CH SPIRE       APPROX.10.3 KM 0003401.8 |
 HH0167| HH1030 GARDEN CITY MUN STANDPIPE           APPROX. 9.8 KM 0005240.3 |
 HH0167| HH1029 GARDEN CITY SWIFT CO CHIMNEY        APPROX. 9.9 KM 0010446.4 |
 HH0167| HH1013 GARDEN CITY GARFIELD SCH BELFR      APPROX.10.7 KM 0031041.8 |
 HH0167| HH1017 GARDEN CITY WINDSOR HOTEL CUP       APPROX.10.2 KM 0034736.5 |
 HH0167| HH0168 BULLARD RM 1                         33.757 METERS 12707     |
 HH0167| CK9063 BULLARD RM 2                         36.546 METERS 21449     |
 HH0167| HH1028 GARDEN CITY SUGAR FACTORY STK       APPROX.10.4 KM 3522951.2 |
 HH0167|---------------------------------------------------------------------|
 HH0167
 HH0167                          SUPERSEDED SURVEY CONTROL
 HH0167
 HH0167  NAD 83(1997)-  37 52 35.37247(N)    100 52 52.69304(W) AD(       ) 1
 HH0167  NAD 83(1986)-  37 52 35.37169(N)    100 52 52.69408(W) AD(       ) 1
 HH0167  NAD 27      -  37 52 35.28541(N)    100 52 51.10609(W) AD(       ) 1
 HH0167  NGVD 29 (??/??/92)  900.629  (m)         2954.81   (f) ADJ UNCH    1 2
 HH0167
 HH0167.Superseded values are not recommended for survey control.
 HH0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0167.See file dsdata.txt to determine how the superseded data were derived.
 HH0167
 HH0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG3454293780(NAD 83)
 HH0167_MARKER: DB = BENCH MARK DISK
 HH0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0167_SP_SET: CONCRETE POST
 HH0167_STAMPING: BULLARD 1933
 HH0167_MARK LOGO: USGS  
 HH0167_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0167+STABILITY: SURFACE MOTION
 HH0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0167+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1999
 HH0167
 HH0167  HISTORY     - Date     Condition        Report By
 HH0167  HISTORY     - 1933     MONUMENTED       USGS
 HH0167  HISTORY     - 1933     GOOD             USGS
 HH0167  HISTORY     - 1934     GOOD             CGS
 HH0167  HISTORY     - 1945     SEE DESCRIPTION  CGS
 HH0167  HISTORY     - 1961     GOOD             CGS
 HH0167  HISTORY     - 1969     GOOD             LOCENG
 HH0167  HISTORY     - 1970     GOOD             USGS
 HH0167  HISTORY     - 1978     GOOD             NGS
 HH0167  HISTORY     - 19871022 GOOD             NGS
 HH0167  HISTORY     - 19991001 GOOD             NGS
 HH0167
 HH0167                          STATION DESCRIPTION
 HH0167
 HH0167'DESCRIBED BY US GEOLOGICAL SURVEY 1933 (WRP)
 HH0167'ABOUT 6 MILES DUE SOUTH OF GARDEN CITY, ON A HIGH SAND HILL,
 HH0167'IN SOUTHWEST QUARTER SEC. 18, T. 25 S., R. 32 W.  STATION IS
 HH0167'ON SUMMIT OF HIGHEST SAND HILL IN VICINITY AND 0.3 MILE
 HH0167'EAST OF U.S. HIGHWAY 83.
 HH0167'
 HH0167'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION ON SAME
 HH0167'HILL.
 HH0167'
 HH0167'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION ON SAME HILL.
 HH0167'
 HH0167'NO AZIMUTH MARK.
 HH0167'
 HH0167'REACHED FROM GARDEN CITY BY U.S. HIGHWAY 83 SOUTH TO A POINT
 HH0167'5.4 MILES SOUTH OF THE ARKANSAS RIVER BRIDGE.  THIS POINT
 HH0167'IS ABOUT 0.35 MILE NORTH OF A FILLING STATION IN FORKS OF
 HH0167'ROAD.  LEAVE HIGHWAY AND DRIVE EAST 0.3 MILE TO STATION.
 HH0167'
 HH0167'COPIED FROM RECONNAISSANCE DESCRIPTION.  STATION WAS ORIGINALLY
 HH0167'MARKED BY A SOFT SANDSTONE ROCK AND GRAY STONEWARE BOTTLE
 HH0167'PLACED BOTTOM UP, ABOUT 16 INCHES BELOW SURFACE.  THE
 HH0167'SURFACE MARK HAS COMPLETELY DISINTEGRATED.  SUB-SURFACE MARK
 HH0167'WAS RECOVERED.
 HH0167'
 HH0167'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET AS DESCRIBED.
 HH0167'
 HH0167'HEIGHT OF LIGHT ABOVE STATION MARK - 1.17 METERS.
 HH0167
 HH0167                          STATION RECOVERY (1933)
 HH0167
 HH0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1933
 HH0167'5.5 MI S FROM GARDEN CITY.
 HH0167'ABOUT 5.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE MUNICIPAL
 HH0167'WATER PLANT AT GARDEN CITY, FINNEY COUNTY, ABOUT 0.5 MILE
 HH0167'NORTH OF THE OASIS SERVICE STATION, ABOUT 640 FEET EAST OF THE
 HH0167'CENTER LINE OF THE HIGHWAY, AND ON THE MOST PROMINENT SAND HILL.
 HH0167'A STANDARD TRIANGULATION-STATION DISK, STAMPED BULLARD 1933 AND
 HH0167'SET IN THE TOP OF A CONCRETE POST.
 HH0167
 HH0167                          STATION RECOVERY (1934)
 HH0167
 HH0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HJO)
 HH0167'ABOUT 5.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE MUNICIPAL
 HH0167'WATER PLANT AT GARDEN CITY, ABOUT 0.5 MILE NORTH OF THE
 HH0167'OASIS SERVICE STATION, ABOUT 640 FEET EAST OF THE CENTER
 HH0167'LINE OF THE HIGHWAY, AND ON THE MOST PROMINENT SAND HILL.
 HH0167'A STANDARD TRIANGULATION STATION DISK, STAMPED BULLARD 1933
 HH0167'AND SET IN THE TOP OF A CONCRETE POST.
 HH0167'
 HH0167'R.M. IS ABOUT 5.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM
 HH0167'THE MUNICIPAL WATER PLANT AT GARDEN CITY, ABOUT 0.5 MILE
 HH0167'NORTH OF THE OASIS SERVICE STATION, ABOUT 640 FEET EAST OF
 HH0167'THE CENTER LINE OF THE HIGHWAY, ON THE MOST PROMINENT SAND
 HH0167'HILL, AND ABOUT 100 FEET SOUTH OF TRIANGULATION STATION.  A
 HH0167'STANDARD REFERENCE MARK DISK, STAMPED NO. 1 1933 AND SET IN
 HH0167'THE TOP OF A CONCRETE POST.
 HH0167
 HH0167                          STATION RECOVERY (1945)
 HH0167
 HH0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WB)
 HH0167'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.  DISTANCES TO
 HH0167'REFERENCE MARKS VERIFIED AS
 HH0167
 HH0167                          STATION RECOVERY (1961)
 HH0167
 HH0167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JAW)
 HH0167'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HH0167'CONDITION.  ALL THE MARKS PROJECT ABOUT 4 INCHES.
 HH0167'
 HH0167'REACHED FROM THE JCT. OF U.S. 50 AND 83 (MAIN AND FULTON STS.)
 HH0167'IN GARDEN CITY AS FOLLOWS--GO S. ON U.S. 83 TO BRIDGE OVER
 HH0167'THE ARKANSAS RIVER, CONTINUE ON S. 5.4 MILES TO WHERE THERE IS A
 HH0167'RANCH ROAD ON EACH SIDE OF ROAD.  FROM HERE THE STATION
 HH0167'IS ABOUT 0.25 MILE SE ON TOP OF THE HIGHEST POINT IN THE
 HH0167'LOCAL VICINITY.  (PRAIRIE PASTURE LAND)
 HH0167
 HH0167                          STATION RECOVERY (1969)
 HH0167
 HH0167'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (JWW)
 HH0167'BULLARD 1933 RECOVERED IN GOOD CONDITION.
 HH0167'
 HH0167'NO. 1 1933 RECOVERED IN GOOD CONDITION.
 HH0167'
 HH0167'THE OASIS FILLING STATION USED IN DESCRIPTION IS GONE.
 HH0167'
 HH0167'THE MARK IS LOCATED AT THE SOTH SIDE OF A CATTLE FEED YARD.
 HH0167
 HH0167                          STATION RECOVERY (1970)
 HH0167
 HH0167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HH0167'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HH0167
 HH0167                          STATION RECOVERY (1978)
 HH0167
 HH0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HH0167'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE TO
 HH0167'REFERENCE MARKS VARIED SLIGHTLY FROM PREVIOUS DATA AND HORIZONTAL
 HH0167'ANGLE BETWEEN MARKS DID NOT CHECK PREVIOUS ANGLE BY 5 MINUTES, 30
 HH0167'SECONDS.  LAND ON WHICH STATION IS ESTABLISHED IS NOW OWNED BY MR EARL
 HH0167'BROOKOVER OF GARDEN CITY.  U.S. HIGHWAY 83 ROUTE HAS BEEN CHANGED AND
 HH0167'IS NOW ABOUT 1 MILE EAST OF STATION.
 HH0167'
 HH0167'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 83 AND 50 IN
 HH0167'GARDEN CITY.  GO SOUTH ON HIGHWAY 83 FOR 0.8 MILE TO SOUTH END OF A
 HH0167'BRIDGE WHICH SPANS THE ARKANSAS RIVER, CONTINUE SOUTH ON HIGHWAY 83
 HH0167'FOR 0.7 MILE TO A SURFACED ROAD ON RIGHT, OLD HIGHWAY 83.  TURN RIGHT,
 HH0167'THENCE LEFT AND CONTINUE SOUTHERLY ON SURFACED ROAD FOR 4.75 MILES TO
 HH0167'A GATE ON LEFT.  TURN LEFT, PASS THROUGH GATE AND GO EAST ON FARM LANE
 HH0167'FOR 0.1 MILE TO FORK,  KEEP RIGHT FOR 0.1 MILE, THENCE RIGHT AGAIN FOR
 HH0167'0.05 MILE TO A WIRE GATE, PASS THROUGH GATE, THENCE SOUTHERLY ACROSS
 HH0167'COUNTRY FOR 0.1 MILE TO TOP OF HILL AND STATION, AS DESCRIBED.
 HH0167'
 HH0167'STATION IS A STANDARD DISK, STAMPED---BULLARD 1933---SET IN THE TOP
 HH0167'OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH, 3.2 FEET WEST OF A
 HH0167'METAL WITNESS POST.
 HH0167'
 HH0167'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BULLARD NO 1 1933---
 HH0167'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH, 3.3
 HH0167'FEET NORTHWEST OF A METAL WITNESS POST.
 HH0167'
 HH0167'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BULLARD NO 2 1933---
 HH0167'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES, 3.7
 HH0167'EAST-NORTHEAST OF A METAL WITNESS POST.
 HH0167
 HH0167                          STATION RECOVERY (1987)
 HH0167
 HH0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HH0167'STATION IS 10.2 KM (6.35 MI) SOUTH OF FINNEY COUNTY COURTHOUSE AT
 HH0167'GARDEN CITY, KS.  TO ACCESS FROM INTERSECTION OF ROUTES US BUSINESS
 HH0167'50 (FULTON ST.) AND US BUSINESS 83 (MAIN ST.), GO SOUTH ON US
 HH0167'BUSINESS 83 (MAIN ST.).  GO 2.4 KM (1.50 MI) AND TURN RIGHT (SOUTH)
 HH0167'ONTO OLD US 83.  GO 7.64 KM (4.75 MI) TO SIGN OF REEVE CATTLE COMPANY
 HH0167'ON RIGHT AND STATION ON LEFT.  STATION IS ABOUT 195 M (639.8 FT) EAST
 HH0167'OF ROAD ON TOP OF HIGHEST, SAGE BRUSH COVERED, SAND HILL IN THE AREA.
 HH0167'STATION IS 33.76 M (110.76 FT) NORTH OF RM 1 AND 36.55 M
 HH0167'(119.91 FT) ENE OF RM 2 AND BETWEEN TWO WITNESS POSTS.  DISK IS ATOP
 HH0167'A SQUARE CONCRETE POST WHICH PROJECTS 1.5 INCHES.  NW, NW, NE, SW,
 HH0167'SW, SEC 18, T25S, R32W 1933 PENDULUM GRAVITY STATION WAS OVER DISK.
 HH0167'1948 PENDULUM STATION WAS 5.5 M (18.0 FT) SOUTH OF DISK (THEN THE
 HH0167'ADOPTED VALUE).  1987 RELATIVE METER STATION IS OVER TRIANGULATION
 HH0167'DISK.
 HH0167'OTHER GRAVITY DESIGNATION = BULLARD, GARDEN CITY BULLARD.
 HH0167
 HH0167                          STATION RECOVERY (1999)
 HH0167
 HH0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 HH0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0168 ***********************************************************************
 HH0168  DESIGNATION -  BULLARD RM 1
 HH0168  PID         -  HH0168
 HH0168  STATE/COUNTY-  KS/FINNEY
 HH0168  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0168
 HH0168                         *CURRENT SURVEY CONTROL
 HH0168  ___________________________________________________________________
 HH0168* NAD 83(1986)-  37 52 35.     (N)    100 52 53.     (W)     SCALED    
 HH0168* NAVD 88     -       900.184  (meters)    2953.35   (feet)  ADJUSTED  
 HH0168  ___________________________________________________________________
 HH0168  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 HH0168  DYNAMIC HT  -         899.375 (meters)    2950.70  (feet)  COMP
 HH0168  MODELED GRAV-     979,699.5   (mgal)                       NAVD 88
 HH0168
 HH0168  VERT ORDER  -  FIRST     CLASS II
 HH0168
 HH0168.The horizontal coordinates were scaled from a topographic map and have
 HH0168.an estimated accuracy of +/- 6 seconds.
 HH0168
 HH0168.The orthometric height was determined by differential leveling
 HH0168.and adjusted by the National Geodetic Survey in June 1991..
 HH0168
 HH0168.The geoid height was determined by GEOID03.
 HH0168
 HH0168.The dynamic height is computed by dividing the NAVD 88
 HH0168.geopotential number by the normal gravity value computed on the
 HH0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0168.degrees latitude (g = 980.6199 gals.).
 HH0168
 HH0168.The modeled gravity was interpolated from observed gravity values.
 HH0168
 HH0168;                    North         East    Units  Estimated Accuracy
 HH0168;SPC KS S     -   536,940.      190,520.      MT  (+/- 180 meters Scaled)
 HH0168
 HH0168                          SUPERSEDED SURVEY CONTROL
 HH0168
 HH0168  NGVD 29 (??/??/92)  899.801  (m)         2952.10   (f) ADJ UNCH    1 2
 HH0168
 HH0168.Superseded values are not recommended for survey control.
 HH0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0168.See file dsdata.txt to determine how the superseded data were derived.
 HH0168
 HH0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG345937(NAD 83)
 HH0168_MARKER: DR = REFERENCE MARK DISK
 HH0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0168_STAMPING: NO 1 1933
 HH0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0168+STABILITY: SURFACE MOTION
 HH0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0168+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1999
 HH0168
 HH0168  HISTORY     - Date     Condition        Report By
 HH0168  HISTORY     - 1933     MONUMENTED       CGS
 HH0168  HISTORY     - 19991001 GOOD             NGS
 HH0168
 HH0168                          STATION DESCRIPTION
 HH0168
 HH0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0168'5.5 MI S FROM GARDEN CITY.
 HH0168'ABOUT 5.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE MUNICIPAL
 HH0168'WATER PLANT AT GARDEN CITY, FINNEY COUNTY, ABOUT 0.5 MILE
 HH0168'NORTH OF THE OASIS SERVICE STATION, ABOUT 640 FEET EAST OF THE
 HH0168'CENTER LINE OF THE HIGHWAY, ON THE MOST PROMINENT SAND HILL, AND
 HH0168'ABOUT 100 FEET SOUTH OF TRIANGULATION STATION BULLARD, DESCRIBED
 HH0168'ABOVE.  A STANDARD REFERENCE-MARK DISK, STAMPED NO. 1 1933 AND
 HH0168'SET IN THE TOP OF A CONCRETE POST.
 HH0168
 HH0168                          STATION RECOVERY (1999)
 HH0168
 HH0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 HH0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0792 ***********************************************************************
 JG0792  DESIGNATION -  BUNKER HILL
 JG0792  PID         -  JG0792
 JG0792  STATE/COUNTY-  KS/RUSSELL
 JG0792  USGS QUAD   -  DORRANCE SW (1979)
 JG0792
 JG0792                         *CURRENT SURVEY CONTROL
 JG0792  ___________________________________________________________________
 JG0792* NAD 83(1997)-  38 52 16.45601(N)    098 42 21.71140(W)     ADJUSTED  
 JG0792* NAVD 88     -       570.5    (meters)    1872.     (feet)  VERTCON   
 JG0792  ___________________________________________________________________
 JG0792  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JG0792  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 JG0792
 JG0792  HORZ ORDER  -  FIRST
 JG0792
 JG0792.The horizontal coordinates were established by classical geodetic methods
 JG0792.and adjusted by the National Geodetic Survey in October 1998..
 JG0792
 JG0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0792
 JG0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0792
 JG0792.The geoid height was determined by GEOID03.
 JG0792
 JG0792;                    North         East     Units Scale Factor Converg.
 JG0792;SPC KS N     -    59,951.933   338,730.310   MT  0.99997865   -0 26 48.2
 JG0792;SPC KS S     -   644,709.973   382,118.660   MT  1.00007446   -0 07 35.8
 JG0792;UTM  14      - 4,302,528.915   525,501.392   MT  0.99960801   +0 11 04.2
 JG0792
 JG0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0792!SPC KS N     -   0.99991460  x   0.99997865  =   0.99989325
 JG0792!SPC KS S     -   0.99991460  x   1.00007446  =   0.99998905
 JG0792!UTM  14      -   0.99991460  x   0.99960801  =   0.99952264
 JG0792
 JG0792:                Primary Azimuth Mark                     Grid Az
 JG0792:SPC KS N     -  WILSON MUNICIPAL TANK                    104 25 46.6
 JG0792:SPC KS S     -  WILSON MUNICIPAL TANK                    104 06 34.2
 JG0792:UTM  14      -  WILSON MUNICIPAL TANK                    103 47 54.2
 JG0792
 JG0792|---------------------------------------------------------------------|
 JG0792| PID    Reference Object                     Distance      Geod. Az  |
 JG0792|                                                           dddmmss.s |
 JG0792| JG0718 WILSON MUNICIPAL TANK               APPROX.20.6 KM 1035858.4 |
 JG0792| JG0790 DORRANCE MUNICIPAL TANK             APPROX.10.5 KM 1051543.7 |
 JG0792| JG0228 BUNKER HILL RM 3                     32.925 METERS 12643     |
 JG0792| JG0798 DUBUQUE ST CATHERINES CATH CH       APPROX.21.2 KM 1563142.0 |
 JG0792| JG0230 BUNKER HILL AZ MK                                  1872707.2 |
 JG0792| JG0229 BUNKER HILL RM 4                     25.696 METERS 20711     |
 JG0792| JG0811 RUSSELL MUNICIPAL TANK              APPROX.13.0 KM 2760145.5 |
 JG0792|---------------------------------------------------------------------|
 JG0792
 JG0792                          SUPERSEDED SURVEY CONTROL
 JG0792
 JG0792  NAD 83(1986)-  38 52 16.46365(N)    098 42 21.71163(W) AD(       ) 1
 JG0792  NAD 27      -  38 52 16.42500(N)    098 42 20.43700(W) AD(       ) 1
 JG0792  NGVD 29 (07/19/86)  570.3    (m)         1871.     (f) VERT ANG       
 JG0792
 JG0792.Superseded values are not recommended for survey control.
 JG0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0792.See file dsdata.txt to determine how the superseded data were derived.
 JG0792
 JG0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2550102529(NAD 83)
 JG0792_MARKER: DS = TRIANGULATION STATION DISK
 JG0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0792
 JG0792  HISTORY     - Date     Condition        Report By
 JG0792  HISTORY     - 1891     MONUMENTED       CGS
 JG0792  HISTORY     - 1934     GOOD             CGS
 JG0792  HISTORY     - 1953     GOOD             CGS
 JG0792  HISTORY     - 1958     GOOD             CGS
 JG0792  HISTORY     - 1963     GOOD             CGS
 JG0792  HISTORY     - 1973     GOOD             USE
 JG0792
 JG0792                          STATION DESCRIPTION
 JG0792
 JG0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (FDG)
 JG0792'IN THE SOUTHWEST PART OF BUNKER HILL, IN THE SW 1/4 SEC. 31,
 JG0792'T. 13 S., 12 W., IN AN ENCLOSED, CULTIVATED LOT, WEST OF A
 JG0792'LARGE BARN WHICH IS WEST OF THE TOWN WATER TOWER AND IS OWNED
 JG0792'(1922) BY W.H. DUNKER.  UNDERGROUND MARK IS A BRONZE REFERENCE
 JG0792'TABLET SET IN CONCRETE 34 INCHES BELOW THE SURFACE.  STATION
 JG0792'MARK IS A STANDARD BRONZE STATION TABLET SET IN CONCRETE 10
 JG0792'INCHES BELOW THE SURFACE.  REFERENCE MARK NO. 1, A STANDARD
 JG0792'BRONZE REFERENCE TABLET, SET IN A CONCRETE BLOCK, IS ON A NORTH
 JG0792'FENCE LINE OF THE U.P. HIGHWAY ON THE SOUTH LINE OF SECTION
 JG0792'31, AND IS 34.7 METERS (114 FEET) DISTANT S. 11 DEG E.
 JG0792'(MAGNETIC), REFERENCE MARK NO. 2, SIMILAR TO NO. 1, IS IN
 JG0792'THE FENCE LINE, ON THE WEST LINE OF SECTION 31, AND IS
 JG0792'DISTANT 46.12 METERS (151.3 FEET), S. 79 DEG W.
 JG0792'(MAGNETIC).  THE STONE MARKING THE SOUTHWEST CORNER OF
 JG0792'SECTION 31 IS 72.60 METERS (238.2 FEET) FROM THE STATION.
 JG0792'ADDITIONAL REFERENCES ARE AS FOLLOWS- CENTER OF ROAD ON WEST
 JG0792'SECTION LINE, 56 METERS (185 FEET), CENTER OF U.P. HIGHWAY
 JG0792'ON SOUTH SECTION LINE, 44 METERS (144 FEET), NORTHWEST
 JG0792'CORNER OF WATER TOWER, 57.12 METERS (187.4 FEET), S. 77
 JG0792'DEG E. (MAGNETIC), NORTHWEST CORNER OF BARN, 18.6 METERS (61
 JG0792'FEET), N. 83 DEG E. (MAGNETIC), SOUTHWEST CORNER OF BARN,
 JG0792'25.0 METERS (82 FEET) S. 58 DEG E. (MAGNETIC).
 JG0792
 JG0792                          STATION RECOVERY (1934)
 JG0792
 JG0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0792'IN THE SOUTHWEST PART OF THE TOWN OF BUNKER HILL, IN THE SOUTHWEST
 JG0792'QUARTER OF SEC. 31, T. 13 S., R. 12 W., IN AN INCLOSED CULTIVATED
 JG0792'LOT, OWNED BY W.H. DUNKEL.  IT IS ABOUT 238 FEET NORTHEAST OF
 JG0792'THE CENTER OF THE CROSSROAD INTERSECTION AT THE SOUTHWEST CORNER
 JG0792'OF THE SECTION, 10 INCHES BELOW THE SURFACE OF THE GROUND.
 JG0792'REFERENCES FROM THE STATION ARE AS FOLLOWS- REFERENCE MARK NO.
 JG0792'1, A STANDARD BRONZE REFERENCE TABLET SET IN A CONCRETE BLOCK,
 JG0792'IN THE NORTH FENCE LINE OF THE HIGHWAY, AND IS S. 11 DEG E.
 JG0792'(MAGNETIC) 114 FEET, REFERENCE MARK NO. 2, SIMILAR TO NO. 1,
 JG0792'EXCEPT THAT IT HAS BEEN STRUCK WITH ROAD MACHINERY AND THE
 JG0792'BRONZE TABLET HAS BEEN REMOVED, IS S. 79 DEG W., 151.3 FEET,
 JG0792'THE CENTER OF THE WELL IS, SOUTHEASTERLY, 114 FEET, THE
 JG0792'NORTHWEST CORNER OF THE TILE GARAGE WHICH IS EAST OF THE
 JG0792'WELL IS 146-1/4 FEET, THE NORTHWEST CORNER OF THE WATER TOWER
 JG0792'IS 187.4 FEET, THE CENTER OF THE ROAD ON THE WEST IS 185 FEET,
 JG0792'THE CENTER OF THE ROAD ON THE SOUTH IS 144 FEET.  THE BARN IS
 JG0792'BURNED, BUT THE STONE FOUNDATION REMAINS.  NO CORNER STONE IS
 JG0792'VISIBLE AT THE SOUTHWEST CORNER OF THE SECTION.
 JG0792
 JG0792                          STATION RECOVERY (1953)
 JG0792
 JG0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0792'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THE AZIMUTH AND THE
 JG0792'TWO REFERENCES MARKS HAD BEEN DESTROYED.  TWO NEW REFERENCE AND AN
 JG0792'AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY, BECAUSE OF HIGH-POWER
 JG0792'LINES RUNNING DIRECTLY OVER THE STATION MARK, THE STATION WAS
 JG0792'OCCUPIED ECCENTRICALLY OVER REFERENCE MARK 3.  ALL OBSERVED
 JG0792'DIRECTIONS WERE REDUCED TO THE STATION MARK BY FIRST-ORDER
 JG0792'TRAVERSE.  UPON REQUEST OF MR. EDWIN SMALL THE OWNER OF THE
 JG0792'PROPERTY THE TWO REFERENCE MARKS WERE MOVED TO NEW LOCATION.
 JG0792'THIS WAS DONE BY THE FIELD FOREMAN BY MOVING REFERENCE MARK 4 180
 JG0792'DEGREES AND EXTENDING REFERENCE MARK 3 SOME 50 FEET BEYOND
 JG0792'ITS ORIGINAL POINT.  NO NEW OBSERVED DIRECTIONS WERE TAKEN ON
 JG0792'THOSE TWO MARKS.  IT IS ALSO NOTED THAT THE GEOGRAPHIC
 JG0792'POSITIONS OF 1891 RECOVERY 1934 CALLED FOR THIS STATION TO
 JG0792'BE 1891 BUT IS STAMPED 1892.  A COMPLETE NEW DESCRIPTION
 JG0792'FOLLOWS.
 JG0792'
 JG0792'THE STATION IS IN SECTION 31, T 13 S, R 12 W, IN THE SOUTHWEST
 JG0792'EDGE OF TOWN OF BUNKER HILL, 248 FEET WEST-NORTHWEST OF THE CENTER
 JG0792'OF BUNKER HILL MUNICIPAL WATER TANK, 240 FT NORTHEAST OF A
 JG0792'CROSS ROAD, 37.5 FEET EAST OF THE NORTHEAST CORNER OF A LARGE
 JG0792'QUONSET HUT, 19 FEET EAST OF THE CENTER OF A DRIVEWAY, 14 FEET
 JG0792'WEST OF A POWERLINE POLE AND ON LAND OWNED BY MR. EDWIN SMALL OF
 JG0792'RUSSELL.
 JG0792'
 JG0792'THE STATION MARK IS 3 INCHES BELOW THE SURFACE OF THE GROUND
 JG0792'AND THE DISK STAMPED BUNKER HILL 1892.
 JG0792'
 JG0792'REFERENCE MARK 3 IS 85 FEET NORTH OF THE CENTER OF STATE HIGHWAY 458,
 JG0792'38 FT WEST-NORTHWEST OF THE NORTHWEST CORNER OF A SMALL BRICK HOUSE
 JG0792'AND 1 FOOT EAST OF A WIRE FENCE.
 JG0792'0.35 MILE SOUTH ALONG MAIN STREET FROM THE UNION PACIFIC
 JG0792'RAILROAD STATION AT BUNKER HILL, 211 FEET WEST OF THE CENTER
 JG0792'LINE OF MAIN STREET, 124 FEET WEST OF THE NORTHWEST LEG OF THE
 JG0792'CITY WATER TOWER, 127.6 FEET NORHTEAST OF THE SOUTHEAST CORNER OF
 JG0792'A SHEET METAL BUILDING, 122 FEET SOUTHEAST OF BUNKER HILL
 JG0792'R.M. 4, 57 FEET NORTH OF THE CENTER LINE OF AN OILED ROAD,
 JG0792'36.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 JG0792'2 FEET NORTH OF THE NORTHWEST CORNER OF THE CONCRETE CASING
 JG0792'AROUND A WELL, 1 FOOT EAST OF A FENCE, A REFERENCE MARK DISK SET
 JG0792'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 JG0792'GROUND, STAMPED BUNKER HILL NO 3 1892.
 JG0792'
 JG0792'BUNKER HILL R.M. 4 IS 122 FEET NORTHWEST OF BUNKER HILL R.M.3,
 JG0792'271 FEET WEST OF THE CENTER LINE OF MAIN STREET, 185 FEET
 JG0792'NORTHWEST OF THE NORTHWEST LEG OF THE CITY WATER TOWER, 156 FEET
 JG0792'NORTH OF THE CENTER LINE OF AN OILED ROAD, 67.4 FEET NORTHEAST OF
 JG0792'THE NORTHEAST CORNER OF A SHEET METAL BUILDING, 38.3 FEET NORTH
 JG0792'OF A POWER POLE, A REFERENCE MARK DISK SET IN THE TOP OF A
 JG0792'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 JG0792'
 JG0792'BUNKER HILL 1892 AZIMUTH IS 0.35 MILE SOUTH ALONG MAIN STREET
 JG0792'FROM THE UNION PACIFIC RAILROAD STATION AT BUNKER HILL, THENCE
 JG0792'0.15 MILE WEST ALONG AN OILED ROAD, THENCE 0.25 MILE SOUTH
 JG0792'ALONG AN OILED ROAD, 36 FEET EAST OF THE CENTER LINE OF AN OILED
 JG0792'ROAD, 3.4 FEET NORTHWEST OF A STONE FENCE POST, 2.2 FEET NORTH
 JG0792'OF A WITNESS POST, 0.4 FOOT WEST OF A FENCE, AN AZIMUTH MARK
 JG0792'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 JG0792'ABOVE THE GROUND, STAMPED BUNKER HILL 1892.
 JG0792
 JG0792                          STATION RECOVERY (1958)
 JG0792
 JG0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 JG0792'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK
 JG0792'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 JG0792'OBSTRUCTED AT GROUND LEVEL DUE TO A WOODEN BUILDING ON LINE.
 JG0792'THE DISTANCE TO R.M. 3 COULD NOT BE CHECKED AT THIS TIME BECAUSE
 JG0792'OF HEAVY MACHINERY INTERVENING.  IT IS NOTED IN THE RECOVERY
 JG0792'NOTE OF 1953 THAT A FIRST ORDER TRAVERSE CONNECTION WAS MADE
 JG0792'TO R.M. 3 AND THAT MARK WAS OCCUPIED FOR STEEL TOWER
 JG0792'OBSERVATIONS, THIS WOULD STILL BE THE CASE FOR TOWER USE AS THE
 JG0792'HIGH LINE IS DIRECTLY OVER THE STATION MARK.  IT IS ALSO
 JG0792'NOTED THAT ON PREVIOUS DATA THIS STATION IS LISTED AS 1891
 JG0792'AND AS STATED IN THE 1953 RECOVERY IT IS STAMPED 1892.  THE
 JG0792'REFERENCE POINTS FOR THE STATION ARE ADEQUATE.  A SHORTER
 JG0792'DISTANCE OF .07 OF A FOOT WAS FOUND IN THE DISTANCE TO R.M.
 JG0792'4.  STATION RUSSELL 1952 IS VISIBLE FROM THE GROUND AND
 JG0792'WAS USED FOR THE 1958 OBSERVATIONS WHICH CHECKED ALL THE 1953
 JG0792'MEASUREMENTS WITHIN 5 SECONDS TO THE RUSSELL MUNICIPAL
 JG0792'WATER TANK, VOR RUSSELL AND AIRPORT BEACON, RUSSELL
 JG0792'MUNICIPAL AIRPORT.
 JG0792'
 JG0792'1958 OBSERVATIONS - MADE FROM T-2 TRIPOD.
 JG0792
 JG0792                          STATION RECOVERY (1963)
 JG0792
 JG0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JG0792'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JG0792'IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE.
 JG0792
 JG0792                          STATION RECOVERY (1973)
 JG0792
 JG0792'RECOVERY NOTE BY US ENGINEERS 1973 (RRR)
 JG0792'BUNKER HILL RECOVERED GOOD.
 JG0792'
 JG0792'RM NO. 4 RECOVERED GOOD.
 JG0792'
 JG0792'AZ. MARK RECOVERED GOOD.
 JG0792'
 JG0792'DISTANCE AND DIRECTION FROM NEAREST TOWN--S.W. PORTION OF BUNKER
 JG0792'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0230 ***********************************************************************
 JG0230  DESIGNATION -  BUNKER HILL AZ MK
 JG0230  PID         -  JG0230
 JG0230  STATE/COUNTY-  KS/RUSSELL
 JG0230  USGS QUAD   -  DORRANCE SW (1979)
 JG0230
 JG0230                         *CURRENT SURVEY CONTROL
 JG0230  ___________________________________________________________________
 JG0230* NAD 83(1986)-  38 52 15.     (N)    098 42 21.     (W)     SCALED    
 JG0230* NAVD 88     -       569.379  (meters)    1868.04   (feet)  ADJUSTED  
 JG0230  ___________________________________________________________________
 JG0230  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 JG0230  DYNAMIC HT  -         568.978 (meters)    1866.72  (feet)  COMP
 JG0230  MODELED GRAV-     979,904.8   (mgal)                       NAVD 88
 JG0230
 JG0230  VERT ORDER  -  FIRST     CLASS II
 JG0230
 JG0230.The horizontal coordinates were scaled from a topographic map and have
 JG0230.an estimated accuracy of +/- 6 seconds.
 JG0230
 JG0230.The orthometric height was determined by differential leveling
 JG0230.and adjusted by the National Geodetic Survey in June 1991..
 JG0230
 JG0230.The geoid height was determined by GEOID03.
 JG0230
 JG0230.The dynamic height is computed by dividing the NAVD 88
 JG0230.geopotential number by the normal gravity value computed on the
 JG0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0230.degrees latitude (g = 980.6199 gals.).
 JG0230
 JG0230.The modeled gravity was interpolated from observed gravity values.
 JG0230
 JG0230;                    North         East    Units  Estimated Accuracy
 JG0230;SPC KS N     -    59,910.      338,750.      MT  (+/- 180 meters Scaled)
 JG0230
 JG0230                          SUPERSEDED SURVEY CONTROL
 JG0230
 JG0230  NGVD 29 (??/??/92)  569.176  (m)         1867.37   (f) ADJ UNCH    1 2
 JG0230
 JG0230.Superseded values are not recommended for survey control.
 JG0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0230.See file dsdata.txt to determine how the superseded data were derived.
 JG0230
 JG0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ255024(NAD 83)
 JG0230_MARKER: DZ = AZIMUTH MARK DISK
 JG0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0230_STAMPING: BUNKER HILL 1892
 JG0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0230+STABILITY: SURFACE MOTION
 JG0230
 JG0230  HISTORY     - Date     Condition        Report By
 JG0230  HISTORY     - 1953     MONUMENTED       CGS
 JG0230  HISTORY     - 1953     GOOD             NGS
 JG0230
 JG0230                          STATION DESCRIPTION
 JG0230
 JG0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0230'0.8 MI S FROM BUNKER HILL.
 JG0230'0.35 MILE SOUTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 JG0230'STATION AT BUNKER HILL, THENCE 0.15 MILE WEST ALONG AN OILED
 JG0230'ROAD, THENCE 0.25 MILE SOUTH ALONG AN OILED ROAD, 36 FEET EAST
 JG0230'OF THE CENTER LINE OF AN OILED ROAD, 3.4 FEET NORTHWEST OF A
 JG0230'STONE FENCE POST, 2.2 FEET NORTH OF A WITNESS POST, 0.4 FOOT
 JG0230'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JG0230'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0794 ***********************************************************************
 JG0794  DESIGNATION -  BUNKER HILL MUNICIPAL TANK
 JG0794  PID         -  JG0794
 JG0794  STATE/COUNTY-  KS/RUSSELL
 JG0794  USGS QUAD   -  DORRANCE SW (1979)
 JG0794
 JG0794                         *CURRENT SURVEY CONTROL
 JG0794  ___________________________________________________________________
 JG0794* NAD 83(1997)-  38 52 15.56880(N)    098 42 18.78341(W)     ADJUSTED  
 JG0794* NAVD 88     -                                                        
 JG0794  ___________________________________________________________________
 JG0794  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JG0794  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 JG0794
 JG0794  HORZ ORDER  -  THIRD
 JG0794
 JG0794.The horizontal coordinates were established by classical geodetic methods
 JG0794.and adjusted by the National Geodetic Survey in October 1998..
 JG0794
 JG0794
 JG0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0794
 JG0794.The geoid height was determined by GEOID03.
 JG0794
 JG0794;                    North         East     Units Scale Factor Converg.
 JG0794;SPC KS N     -    59,924.026   338,800.677   MT  0.99997868   -0 26 46.3
 JG0794;UTM  14      - 4,302,501.795   525,572.036   MT  0.99960805   +0 11 06.0
 JG0794
 JG0794                          SUPERSEDED SURVEY CONTROL
 JG0794
 JG0794  NAD 83(1986)-  38 52 15.57621(N)    098 42 18.78324(W) AD(       ) 4
 JG0794  NAD 27      -  38 52 15.53900(N)    098 42 17.51700(W) AD(       ) 3
 JG0794
 JG0794.Superseded values are not recommended for survey control.
 JG0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0794.See file dsdata.txt to determine how the superseded data were derived.
 JG0794
 JG0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2557202502(NAD 83)
 JG0794_MARKER: 53 = ELEVATED TANK
 JG0794
 JG0794  HISTORY     - Date     Condition        Report By
 JG0794  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0794  HISTORY     - 1987     GOOD             NOS
 JG0794  HISTORY     - 19870525 GOOD             NGS
 JG0794
 JG0794                          STATION DESCRIPTION
 JG0794
 JG0794'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 JG0794'THE STATION WAS RECOVERED AT THIS DATE.
 JG0794'STATION IN GOOD CONDITION.
 JG0794'
 JG0794'RECOVERED BY SDJ.
 JG0794
 JG0794                          STATION RECOVERY (1987)
 JG0794
 JG0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 JG0794'RECOVERED IN GOOD CONDITION, IN THE NORTHWEST ANGLE OF ELM AND 9TH
 JG0794'STREETS IN BUNKER HILL, AN ELEVATED WATER TANK, HAVING A CONICAL TOP
 JG0794'AND SUPPORTED BY 4 STEEL, TRUSSWORK LEGS.  THE STRUCTURE HAS AN
 JG0794'OVERALL HEIGHT OF ABOUT 150 FT (45.7 M) AND WAS ORIGINALLY POSITIONED
 JG0794'IN 1953 BY THE CGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0228 ***********************************************************************
 JG0228  DESIGNATION -  BUNKER HILL RM 3
 JG0228  PID         -  JG0228
 JG0228  STATE/COUNTY-  KS/RUSSELL
 JG0228  USGS QUAD   -  DORRANCE SW (1979)
 JG0228
 JG0228                         *CURRENT SURVEY CONTROL
 JG0228  ___________________________________________________________________
 JG0228* NAD 83(1986)-  38 52 16.     (N)    098 42 21.     (W)     SCALED    
 JG0228* NAVD 88     -       570.261  (meters)    1870.93   (feet)  ADJUSTED  
 JG0228  ___________________________________________________________________
 JG0228  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 JG0228  DYNAMIC HT  -         569.859 (meters)    1869.61  (feet)  COMP
 JG0228  MODELED GRAV-     979,904.8   (mgal)                       NAVD 88
 JG0228
 JG0228  VERT ORDER  -  FIRST     CLASS II
 JG0228
 JG0228.The horizontal coordinates were scaled from a topographic map and have
 JG0228.an estimated accuracy of +/- 6 seconds.
 JG0228
 JG0228.The orthometric height was determined by differential leveling
 JG0228.and adjusted by the National Geodetic Survey in June 1991..
 JG0228
 JG0228.The geoid height was determined by GEOID03.
 JG0228
 JG0228.The dynamic height is computed by dividing the NAVD 88
 JG0228.geopotential number by the normal gravity value computed on the
 JG0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0228.degrees latitude (g = 980.6199 gals.).
 JG0228
 JG0228.The modeled gravity was interpolated from observed gravity values.
 JG0228
 JG0228;                    North         East    Units  Estimated Accuracy
 JG0228;SPC KS N     -    59,940.      338,750.      MT  (+/- 180 meters Scaled)
 JG0228
 JG0228                          SUPERSEDED SURVEY CONTROL
 JG0228
 JG0228  NGVD 29 (??/??/92)  570.057  (m)         1870.26   (f) ADJ UNCH    1 2
 JG0228
 JG0228.Superseded values are not recommended for survey control.
 JG0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0228.See file dsdata.txt to determine how the superseded data were derived.
 JG0228
 JG0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ255025(NAD 83)
 JG0228_MARKER: DR = REFERENCE MARK DISK
 JG0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0228_STAMPING: BUNKER HILL NO 3 1892
 JG0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0228+STABILITY: SURFACE MOTION
 JG0228
 JG0228  HISTORY     - Date     Condition        Report By
 JG0228  HISTORY     - 1953     MONUMENTED       CGS
 JG0228  HISTORY     - 1953     GOOD             NGS
 JG0228
 JG0228                          STATION DESCRIPTION
 JG0228
 JG0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0228'0.4 MI S FROM BUNKER HILL.
 JG0228'0.35 MILE SOUTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 JG0228'STATION AT BUNKER HILL, 211 FEET WEST OF THE CENTER LINE OF MAIN
 JG0228'STREET, 124 FEET WEST OF THE NORTHWEST LEG OF THE CITY WATER
 JG0228'TOWER, 127.6 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A SHEET
 JG0228'METAL BUILDING, 122 FEET SOUTHEAST OF BUNKER HILL R.M. 4, 57
 JG0228'FEET NORTH OF THE CENTER LINE OF AN OILED ROAD, 38.6 FEET
 JG0228'NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 2 FEET NORTH OF
 JG0228'THE NORTHWEST CORNER OF THE CONCRETE CASING AROUND A WELL, 1
 JG0228'FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 JG0228'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0229 ***********************************************************************
 JG0229  DESIGNATION -  BUNKER HILL RM 4
 JG0229  PID         -  JG0229
 JG0229  STATE/COUNTY-  KS/RUSSELL
 JG0229  USGS QUAD   -  DORRANCE SW (1979)
 JG0229
 JG0229                         *CURRENT SURVEY CONTROL
 JG0229  ___________________________________________________________________
 JG0229* NAD 83(1986)-  38 52 16.     (N)    098 42 21.     (W)     SCALED    
 JG0229* NAVD 88     -       570.283  (meters)    1871.00   (feet)  ADJUSTED  
 JG0229  ___________________________________________________________________
 JG0229  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 JG0229  DYNAMIC HT  -         569.881 (meters)    1869.68  (feet)  COMP
 JG0229  MODELED GRAV-     979,904.8   (mgal)                       NAVD 88
 JG0229
 JG0229  VERT ORDER  -  FIRST     CLASS II
 JG0229
 JG0229.The horizontal coordinates were scaled from a topographic map and have
 JG0229.an estimated accuracy of +/- 6 seconds.
 JG0229
 JG0229.The orthometric height was determined by differential leveling
 JG0229.and adjusted by the National Geodetic Survey in June 1991..
 JG0229
 JG0229.The geoid height was determined by GEOID03.
 JG0229
 JG0229.The dynamic height is computed by dividing the NAVD 88
 JG0229.geopotential number by the normal gravity value computed on the
 JG0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0229.degrees latitude (g = 980.6199 gals.).
 JG0229
 JG0229.The modeled gravity was interpolated from observed gravity values.
 JG0229
 JG0229;                    North         East    Units  Estimated Accuracy
 JG0229;SPC KS N     -    59,940.      338,750.      MT  (+/- 180 meters Scaled)
 JG0229
 JG0229                          SUPERSEDED SURVEY CONTROL
 JG0229
 JG0229  NGVD 29 (??/??/92)  570.079  (m)         1870.33   (f) ADJ UNCH    1 2
 JG0229
 JG0229.Superseded values are not recommended for survey control.
 JG0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0229.See file dsdata.txt to determine how the superseded data were derived.
 JG0229
 JG0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ255025(NAD 83)
 JG0229_MARKER: DR = REFERENCE MARK DISK
 JG0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0229_STAMPING: BUNKER HILL NO 4 1892
 JG0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0229+STABILITY: SURFACE MOTION
 JG0229
 JG0229  HISTORY     - Date     Condition        Report By
 JG0229  HISTORY     - 1953     MONUMENTED       CGS
 JG0229  HISTORY     - 1953     GOOD             NGS
 JG0229
 JG0229                          STATION DESCRIPTION
 JG0229
 JG0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0229'0.4 MI S FROM BUNKER HILL.
 JG0229'0.35 MILE SOUTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 JG0229'STATION AT BUNKER HILL, 271 FEET WEST OF THE CENTER LINE OF MAIN
 JG0229'STREET, 185 FEET NORTHWEST OF THE NORTHWEST LEG OF THE CITY WATER
 JG0229'TOWER, 156 FEET NORTH OF THE CENTER LINE OF AN OILED ROAD, 67.4
 JG0229'FEET NORTHEAST OF THE NORTHEAST CORNER OF A SHEET METAL BUILDING,
 JG0229'38.3 FEET NORTH OF A POWER POLE, SET IN THE TOP OF A CONCRETE
 JG0229'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  122 FEET
 JG0229'NORTHWEST OF BUNKER HILL R.M. 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0793 ***********************************************************************
 JG0793  DESIGNATION -  BUNKER HILL WATER TOWER
 JG0793  PID         -  JG0793
 JG0793  STATE/COUNTY-  KS/RUSSELL
 JG0793  USGS QUAD   -  DORRANCE SW (1979)
 JG0793
 JG0793                         *CURRENT SURVEY CONTROL
 JG0793  ___________________________________________________________________
 JG0793* NAD 83(1997)-  38 52 15.50224(N)    098 42 19.40412(W)     ADJUSTED  
 JG0793* NAVD 88     -                                                        
 JG0793  ___________________________________________________________________
 JG0793  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JG0793  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 JG0793
 JG0793  HORZ ORDER  -  THIRD
 JG0793
 JG0793.The horizontal coordinates were established by classical geodetic methods
 JG0793.and adjusted by the National Geodetic Survey in October 1998..
 JG0793
 JG0793
 JG0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0793
 JG0793.The geoid height was determined by GEOID03.
 JG0793
 JG0793;                    North         East     Units Scale Factor Converg.
 JG0793;SPC KS N     -    59,922.090   338,785.698   MT  0.99997868   -0 26 46.7
 JG0793;UTM  14      - 4,302,499.695   525,557.085   MT  0.99960804   +0 11 05.6
 JG0793
 JG0793                          SUPERSEDED SURVEY CONTROL
 JG0793
 JG0793  NAD 83(1986)-  38 52 15.50996(N)    098 42 19.40406(W) AD(       ) 4
 JG0793  NAD 27      -  38 52 15.47000(N)    098 42 18.12800(W) AD(       ) 3
 JG0793
 JG0793.Superseded values are not recommended for survey control.
 JG0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0793.See file dsdata.txt to determine how the superseded data were derived.
 JG0793
 JG0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2555702500(NAD 83)
 JG0793_MARKER: 54 = WATER TOWER
 JG0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JG0793+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 JG0793
 JG0793  HISTORY     - Date     Condition        Report By
 JG0793  HISTORY     - 1892     FIRST OBSERVED   CGS
 JG0793  HISTORY     - 1934     GOOD             CGS
 JG0793  HISTORY     - 20030711 GOOD             USPSQD
 JG0793
 JG0793                          STATION DESCRIPTION
 JG0793
 JG0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0793'GOOD.  THERE ARE TWO TOWERS IN THIS LOCATION.  THE WEST TOWER,
 JG0793'THE FIRST TO BE CONSTRUCTED, IS SUPPORTED BY A SQUARE BASE
 JG0793'OF STONE, AND IS NOT AS HIGH AS THE EAST TOWER.
 JG0793
 JG0793                          STATION RECOVERY (2003)
 JG0793
 JG0793'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 JG0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0806 ***********************************************************************
 KG0806  DESIGNATION -  BURALO
 KG0806  PID         -  KG0806
 KG0806  STATE/COUNTY-  KS/NORTON
 KG0806  USGS QUAD   -  ALMENA SW (1978)
 KG0806
 KG0806                         *CURRENT SURVEY CONTROL
 KG0806  ___________________________________________________________________
 KG0806* NAD 83(1997)-  39 49 41.25745(N)    099 38 28.18260(W)     ADJUSTED  
 KG0806* NAVD 88     -       722.     (meters)    2369.     (feet)  SCALED    
 KG0806  ___________________________________________________________________
 KG0806  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KG0806  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 KG0806
 KG0806  HORZ ORDER  -  THIRD
 KG0806
 KG0806.The horizontal coordinates were established by classical geodetic methods
 KG0806.and adjusted by the National Geodetic Survey in October 1998..
 KG0806
 KG0806.The orthometric height was scaled from a topographic map.
 KG0806
 KG0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0806
 KG0806.The geoid height was determined by GEOID03.
 KG0806
 KG0806;                    North         East     Units Scale Factor Converg.
 KG0806;SPC KS N     -   167,218.909   259,510.754   MT  1.00000757   -1 02 18.2
 KG0806;UTM  14      - 4,408,877.915   445,133.442   MT  0.99963706   -0 24 38.4
 KG0806
 KG0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0806!SPC KS N     -   0.99989061  x   1.00000757  =   0.99989818
 KG0806!UTM  14      -   0.99989061  x   0.99963706  =   0.99952771
 KG0806
 KG0806|---------------------------------------------------------------------|
 KG0806| PID    Reference Object                     Distance      Geod. Az  |
 KG0806|                                                           dddmmss.s |
 KG0806| CN8005 BURALO RM 2                          21.077 METERS 00003     |
 KG0806| KG0805 PRAIRIE VIEW MUNICIPAL TANK         APPROX. 6.0 KM 0822357.8 |
 KG0806| CN8004 BURALO RM 1                          10.458 METERS 09107     |
 KG0806| CN8006 BURALO RM 3                          17.535 METERS 27031     |
 KG0806| CN8002 BURALO AZ MK                                       2713808.9 |
 KG0806| CN8003 BURALO AZ MK RESET                                 2751253.7 |
 KG0806|---------------------------------------------------------------------|
 KG0806
 KG0806                          SUPERSEDED SURVEY CONTROL
 KG0806
 KG0806  NAD 83(1997)-  39 49 41.25876(N)    099 38 28.18356(W) AD(       ) 3
 KG0806  NAD 83(1986)-  39 49 41.26188(N)    099 38 28.18500(W) AD(       ) 3
 KG0806  NAD 27      -  39 49 41.23200(N)    099 38 26.79000(W) AD(       ) 3
 KG0806
 KG0806.Superseded values are not recommended for survey control.
 KG0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0806.See file dsdata.txt to determine how the superseded data were derived.
 KG0806
 KG0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK4513308878(NAD 83)
 KG0806_MARKER: DS = TRIANGULATION STATION DISK
 KG0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0806
 KG0806  HISTORY     - Date     Condition        Report By
 KG0806  HISTORY     - 1950     MONUMENTED       CGS
 KG0806  HISTORY     - 1957     GOOD             CGS
 KG0806
 KG0806                          STATION DESCRIPTION
 KG0806
 KG0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0806'THE STATION IS LOCATED ABOUT 13.0 MILES EAST OF NORTON, 5.5 MILES
 KG0806'SOUTHEAST OF ALMENA, 3.75 MILES WEST-SOUTHWEST OF PRAIRIE VIEW AND
 KG0806'0.85 OF A MILE WEST OF THE NORTON-PHILLIPS COUNTY LINE ON THE
 KG0806'SUMMIT OF A LOW HILL.  IT IS 35.0 FEET SOUTH OF THE CENTER OF U.S.
 KG0806'HIGHWAY NO. 36, 7.0 FEET EAST OF A TRIANGULAR BLAZED TELEPHONE
 KG0806'POLE, 5.0 FEET WEST OF A WITNESS POST AND 1.0 FOOT NORTH OF A
 KG0806'FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED BURALO 1950.
 KG0806'
 KG0806'REFERENCE MARK NO. 1 IS 35.0 FEET SOUTH OF THE CENTER OF U.S.
 KG0806'HIGHWAY NO. 36 AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 5 INCHES
 KG0806'AND IS STAMPED BURALO NO 1 1950.
 KG0806'
 KG0806'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION AT THE
 KG0806'SOUTH EDGE OF A CULTIVATED FIELD AND 35.0 FEET NORTH OF THE
 KG0806'CENTER OF U.S. HIGHWAY NO. 36.  IT PROJECTS 4 INCHES AND IS
 KG0806'STAMPED BURALO NO 2 1950.
 KG0806'
 KG0806'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KG0806'2 IS 77.78 FEET.
 KG0806'
 KG0806'THE AZIMUTH MARK IS ON THE EAST SLOPE OF A HILL, 36.0 FEET NORTH
 KG0806'OF THE CENTER OF U.S. HIGHWAY NO. 36, 2.0 FEET EAST-SOUTHEAST
 KG0806'OF A WITNESS POST AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 4
 KG0806'INCHES AND IS STAMPED BURALO 1950.
 KG0806'
 KG0806'TO REACH THE STATION FROM THE POST OFFICE IN PRAIRIE VIEW, GO SOUTH
 KG0806'ON THE MAIN STREET FOR 1 BLOCK, HERE TURN RIGHT AND GO WEST, SOUTH
 KG0806'AND WEST ON THE MAIN TRAVELED ROAD FOR 0.75 OF A MILE TO THE
 KG0806'JUNCTION WITH U.S. HIGHWAY NO. 36.  HERE GO WEST ON U.S. HIGHWAY
 KG0806'NO. 36 FOR 3.0 MILES TO THE TOP OF A LOW HILL AND THE STATION ON
 KG0806'THE LEFT AS DESCRIBED.
 KG0806'
 KG0806'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 KG0806'NO. 36 FOR 0.4 MILE TO A POINT JUST BEFORE REACHING THE TOP
 KG0806'OF A RISE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KG0806
 KG0806                          STATION RECOVERY (1957)
 KG0806
 KG0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KG0806'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KG0806'GOOD CONDITION.  ROAD CONSTRUCTION ON U.S. HIGHWAY 36 WILL
 KG0806'DESTROY THE AZIMUTH MARK AND REFERENCE MARK NO. 2.  THEY WERE
 KG0806'MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 KG0806'
 KG0806'STATION IS LOCATED ABOUT 13 MILES EAST OF NORTON, 5 AND 1/2 MILES
 KG0806'SOUTHEAST OF ALMENA, AND 4 MILES WEST-SOUTHWEST OF PRAIRIE VIEW ON
 KG0806'THE SUMMIT OF A LOW HILL, 0.85 MILE WEST OF THE NORTON-PHILLIPS
 KG0806'COUNTY LINE, 105 FEET SOUTH OF THE CENTERLINE OF NEW U.S. HIGHWAY
 KG0806'36, 27 FEET EAST OF THE EAST GATE POST IN FENCELINE, 7 FEET EAST
 KG0806'OF A TELEPHONE POLE, 5 FEET WEST OF A WITNESS POST, AND 1 FOOT
 KG0806'NORTH OF THE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 KG0806'GROUND AND THE DISK IS STAMPED BURALO 1950.
 KG0806'
 KG0806'REFERENCE MARK NO. 1 IS 105 FEET SOUTH OF THE CENTER OF NEW
 KG0806'U.S. HIGHWAY 36, 29 FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH
 KG0806'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KG0806'BURALO NO 1 1950.
 KG0806'
 KG0806'REFERENCE MARK NO. 3 IS 105 FEET SOUTH OF THE CENTER OF NEW
 KG0806'U.S. HIGHWAY 36, 5 FEET WEST OF WEST GATE POST, AND 1 FOOT NORTH OF
 KG0806'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BURALO
 KG0806'NO 3 1950.
 KG0806'
 KG0806'AZIMUTH MARK (RESET) IS 0.35 MILE WEST OF THE STATION, 98 FEET
 KG0806'NORTH OF THE CENTER OF NEW U.S. HIGHWAY 36, 22 FEET WEST OF A
 KG0806'RIGHT-OF-WAY MARKER, AND 3 FEET EAST-SOUTHEAST OF A POWER POLE.
 KG0806'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BURALO 1950
 KG0806'RESET 1957.
 KG0806'
 KG0806'TO REACH THE STATION FROM THE POST OFFICE IN PRAIRIE VIEW, GO
 KG0806'SOUTH ON THE MAIN STREET FOR 1 BLOCK.  TURN RIGHT AND GO WEST,
 KG0806'SOUTH AND WEST ON THE MAIN ROAD FOR 0.75 MILE TO THE JUNCTION WITH
 KG0806'U.S. HIGHWAY 36.  HERE GO WEST ON U.S. HIGHWAY 36 FOR 3.0 MILES
 KG0806'TO TOP OF HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0806'
 KG0806'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY
 KG0806'36 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1125 ***********************************************************************
 HF1125  DESIGNATION -  BURDEN
 HF1125  PID         -  HF1125
 HF1125  STATE/COUNTY-  KS/COWLEY
 HF1125  USGS QUAD   -  CAMBRIDGE (1962)
 HF1125
 HF1125                         *CURRENT SURVEY CONTROL
 HF1125  ___________________________________________________________________
 HF1125* NAD 83(1997)-  37 20 41.81373(N)    096 43 04.50493(W)     ADJUSTED  
 HF1125* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 HF1125  ___________________________________________________________________
 HF1125  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 HF1125  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 HF1125
 HF1125  HORZ ORDER  -  FIRST
 HF1125
 HF1125.The horizontal coordinates were established by classical geodetic methods
 HF1125.and adjusted by the National Geodetic Survey in October 1998..
 HF1125
 HF1125.The orthometric height was scaled from a topographic map.
 HF1125
 HF1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1125
 HF1125.The geoid height was determined by GEOID03.
 HF1125
 HF1125;                    North         East     Units Scale Factor Converg.
 HF1125;SPC KS S     -   476,788.260   557,894.748   MT  0.99998553   +1 05 42.5
 HF1125;UTM  14      - 4,135,582.483   702,143.990   MT  1.00010337   +1 23 05.3
 HF1125
 HF1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1125!SPC KS S     -   0.99993554  x   0.99998553  =   0.99992107
 HF1125!UTM  14      -   0.99993554  x   1.00010337  =   1.00003891
 HF1125
 HF1125|---------------------------------------------------------------------|
 HF1125| PID    Reference Object                     Distance      Geod. Az  |
 HF1125|                                                           dddmmss.s |
 HF1125| CL4367 BURDEN RM 1                          47.407 METERS 07412     |
 HF1125| HF1153 BURDEN TANK                         APPROX. 4.9 KM 2285056.0 |
 HF1125| CL4368 BURDEN RM 2                          45.471 METERS 28838     |
 HF1125| CL4366 BURDEN AZ MK                                       3375307.2 |
 HF1125|---------------------------------------------------------------------|
 HF1125
 HF1125                          SUPERSEDED SURVEY CONTROL
 HF1125
 HF1125  NAD 83(1997)-  37 20 41.81280(N)    096 43 04.49511(W) AD(       ) 1
 HF1125  NAD 83(1986)-  37 20 41.82558(N)    096 43 04.49689(W) AD(       ) 1
 HF1125  NAD 27      -  37 20 41.74152(N)    096 43 03.38995(W) AD(       ) 1
 HF1125
 HF1125.Superseded values are not recommended for survey control.
 HF1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1125.See file dsdata.txt to determine how the superseded data were derived.
 HF1125
 HF1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG0214435582(NAD 83)
 HF1125_MARKER: DS = TRIANGULATION STATION DISK
 HF1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1125
 HF1125  HISTORY     - Date     Condition        Report By
 HF1125  HISTORY     - 1935     MONUMENTED       CGS
 HF1125  HISTORY     - 1939     GOOD             SCS
 HF1125
 HF1125                          STATION DESCRIPTION
 HF1125
 HF1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1125'STATION IS IN THE NORTHEAST QUARTER OF SECTION 24, T. 31 S.,
 HF1125'R. 6 E., ABOUT 2 MILES EAST AND 2 MILES NORTH OF BURDEN, ABOUT
 HF1125'1.5 MILES WEST AND 2.5 MILES NORTH OF TORRENCE, ON PROPERTY
 HF1125'OWNED BY A MR. BROOKS.  TO REACH FROM THE MAIN CORNER JUST NORTH
 HF1125'OF POST OFFICE IN BURDEN, GO EAST ON U.S. HIGHWAY 160 FOR 1.1
 HF1125'MILES, TURN LEFT (NORTH), GO 2.0 MILES, TURN RIGHT (EAST),
 HF1125'GO 0.85 MILE TO STATION ON RIGHT (SOUTH).  MARK IS 22 FEET
 HF1125'SOUTH OF CENTER LINE OF ROAD, 10 FEET NORTH OF FENCE, AND IS
 HF1125'FLUSH WITH GROUND.
 HF1125'
 HF1125'REFERENCE MARK NO. 1 IS EAST BY NORTH OF STATION, 20 FEET
 HF1125'NORTH OF CENTER LINE OF ROAD, 1 FOOT SOUTH OF FENCE, AND
 HF1125'PROJECTS 6 INCHES.
 HF1125'
 HF1125'REFERENCE MARK NO. 2 IS WEST BY NORTH OF STATION, 20 FEET NORTH OF
 HF1125'CENTER LINE OF ROAD, 1 FOOT SOUTH OF FENCE, AND PROJECTS 6 INCHES.
 HF1125'AZIMUTH MARK IS NORTH BY WEST OF STATION.  TO REACH, GO EAST
 HF1125'FOR 0.05 MILE, TURN LEFT (NORTH), GO 1.0 MILE, TURN LEFT (WEST),
 HF1125'GO 0.5 MILE TO MARK ON LEFT (SOUTH) BEHIND HEDGE.  MARK IS
 HF1125'30 FEET SOUTH OF CENTER LINE OF ROAD AND PROJECTS 6 INCHES.
 HF1125'
 HF1125'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HF1125'DESCRIBED.
 HF1125'
 HF1125'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
 HF1125
 HF1125                          STATION RECOVERY (1939)
 HF1125
 HF1125'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1939 (ELF)
 HF1125'STATION, TWO REFERENCE MARKS AND AZIMUTH MARK RECOVERED AS
 HF1125'DESCRIBED, IN GOOD CONDITION.  A CULTIVATED FIELD MAKES
 HF1125'AZIMUTH MARK NOT VISIBLE FROM GROUND DURING SUMMER AND FALL
 HF1125'MONTHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1153 ***********************************************************************
 HF1153  DESIGNATION -  BURDEN TANK
 HF1153  PID         -  HF1153
 HF1153  STATE/COUNTY-  KS/COWLEY
 HF1153  USGS QUAD   -  BURDEN (1979)
 HF1153
 HF1153                         *CURRENT SURVEY CONTROL
 HF1153  ___________________________________________________________________
 HF1153* NAD 83(1997)-  37 18 57.82712(N)    096 45 33.44584(W)     ADJUSTED  
 HF1153* NAVD 88     -                                                        
 HF1153  ___________________________________________________________________
 HF1153  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 HF1153  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HF1153
 HF1153  HORZ ORDER  -  THIRD
 HF1153
 HF1153.The horizontal coordinates were established by classical geodetic methods
 HF1153.and adjusted by the National Geodetic Survey in October 1998..
 HF1153
 HF1153
 HF1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1153
 HF1153.The geoid height was determined by GEOID03.
 HF1153
 HF1153;                    North         East     Units Scale Factor Converg.
 HF1153;SPC KS S     -   473,513.818   554,289.373   MT  0.99999066   +1 04 11.0
 HF1153;UTM  14      - 4,132,289.524   698,554.816   MT  1.00008566   +1 21 31.6
 HF1153
 HF1153                          SUPERSEDED SURVEY CONTROL
 HF1153
 HF1153  NAD 83(1997)-  37 18 57.82671(N)    096 45 33.43683(W) AD(       ) 4
 HF1153  NAD 83(1986)-  37 18 57.83905(N)    096 45 33.43771(W) AD(       ) 4
 HF1153  NAD 27      -  37 18 57.75311(N)    096 45 32.32533(W) AD(       ) 3
 HF1153
 HF1153.Superseded values are not recommended for survey control.
 HF1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1153.See file dsdata.txt to determine how the superseded data were derived.
 HF1153
 HF1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9855532290(NAD 83)
 HF1153_MARKER: 51 = TANK
 HF1153
 HF1153  HISTORY     - Date     Condition        Report By
 HF1153  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1153
 HF1153                          STATION DESCRIPTION
 HF1153
 HF1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1153'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 HF1153'TANK LOCATED ON THE NORTHEAST EDGE OF THE TOWN OF BURDEN.
 HF1153'TANK IS BLACK WITH A SILVER TOP, AND HAS BURDEN PAINTED ON
 HF1153'THE SIDE.  HEIGHT ABOUT 100 FEET.
 HF1153'
 HF1153'OBSERVATIONS WERE MADE FROM BURDEN, FLORAL, SMALLEY, WHEEL,
 HF1153'WEIGLE, WINFIELD, BRAZLE, SILVER AND PANTHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0902 ***********************************************************************
 JG0902  DESIGNATION -  BURDETT
 JG0902  PID         -  JG0902
 JG0902  STATE/COUNTY-  KS/PAWNEE
 JG0902  USGS QUAD   -  BURDETT (1970)
 JG0902
 JG0902                         *CURRENT SURVEY CONTROL
 JG0902  ___________________________________________________________________
 JG0902* NAD 83(1997)-  38 08 45.44968(N)    099 32 49.47224(W)     ADJUSTED  
 JG0902* NAVD 88     -       700.     (meters)    2297.     (feet)  SCALED    
 JG0902  ___________________________________________________________________
 JG0902  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 JG0902  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0902
 JG0902  HORZ ORDER  -  SECOND
 JG0902
 JG0902.The horizontal coordinates were established by classical geodetic methods
 JG0902.and adjusted by the National Geodetic Survey in October 1998..
 JG0902
 JG0902.The orthometric height was scaled from a topographic map.
 JG0902
 JG0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0902
 JG0902.The geoid height was determined by GEOID03.
 JG0902
 JG0902;                    North         East     Units Scale Factor Converg.
 JG0902;SPC KS S     -   564,695.445   308,222.433   MT  0.99994383   -0 38 36.4
 JG0902;UTM  14      - 4,222,150.951   452,063.403   MT  0.99962830   -0 20 16.5
 JG0902
 JG0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0902!SPC KS S     -   0.99989422  x   0.99994383  =   0.99983805
 JG0902!UTM  14      -   0.99989422  x   0.99962830  =   0.99952256
 JG0902
 JG0902:                Primary Azimuth Mark                     Grid Az
 JG0902:SPC KS S     -  BURDETT METHODIST EPISCOPAL CH           018 08 38.4
 JG0902:UTM  14      -  BURDETT METHODIST EPISCOPAL CH           017 50 18.5
 JG0902
 JG0902|---------------------------------------------------------------------|
 JG0902| PID    Reference Object                     Distance      Geod. Az  |
 JG0902|                                                           dddmmss.s |
 JG0902| JG0901 BURDETT METHODIST EPISCOPAL CH      APPROX. 5.8 KM 0173002.0 |
 JG0902| JG0903 BURDETT COOP GRAIN ELEVATOR         APPROX. 5.5 KM 0202235.0 |
 JG0902| JG0881 ROZEL UNION COOP GRAIN ELEV         APPROX.13.9 KM 0672758.7 |
 JG0902| CK9064 BURDETT AZ MK                                      0734535.2 |
 JG0902| CK9066 BURDETT RM 2                         43.486 METERS 09328     |
 JG0902| JG0905 HANSTON ATT MICROWAVE               APPROX. 8.4 KM 2342554.1 |
 JG0902| JG0896 GRAY NORTHERN NATURAL GAS MAST      APPROX.14.4 KM 3250052.1 |
 JG0902| CK9065 BURDETT RM 1                         35.951 METERS 35530     |
 JG0902|---------------------------------------------------------------------|
 JG0902
 JG0902                          SUPERSEDED SURVEY CONTROL
 JG0902
 JG0902  NAD 83(1997)-  38 08 45.45746(N)    099 32 49.47120(W) AD(       ) 2
 JG0902  NAD 83(1986)-  38 08 45.45725(N)    099 32 49.47126(W) AD(       ) 2
 JG0902  NAD 27      -  38 08 45.39263(N)    099 32 48.03947(W) AD(       ) 2
 JG0902
 JG0902.Superseded values are not recommended for survey control.
 JG0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0902.See file dsdata.txt to determine how the superseded data were derived.
 JG0902
 JG0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH5206322151(NAD 83)
 JG0902_MARKER: DS = TRIANGULATION STATION DISK
 JG0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0902
 JG0902  HISTORY     - Date     Condition        Report By
 JG0902  HISTORY     - 1934     MONUMENTED       CGS
 JG0902  HISTORY     - 1964     GOOD             CGS
 JG0902
 JG0902                          STATION DESCRIPTION
 JG0902
 JG0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0902'STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE GLEN C.
 JG0902'RUBY YARD IN THE SOUTHWEST CORNER OF A FIELD, ABOUT 0.25
 JG0902'MILE EAST OF THE SOUTHWEST CORNER OF SEC. 8, T. 22 S., R. 20 W.,
 JG0902'ABOUT 3 MILES SOUTH AND 1.3 MILES WEST OF BURDETT.  MARK
 JG0902'IS 8 FEET NORTH OF EAST-WEST FENCE, 8 FEET EAST OF NORTH-SOUTH
 JG0902'FENCE, 44 FEET NORTH OF EAST-WEST ROAD AND 8 INCHES BELOW THE
 JG0902'SURFACE OF THE GROUND.
 JG0902'
 JG0902'TO REACH FROM FORD GARAGE IN BURDETT, GO WEST ON U.S. HIGHWAY
 JG0902'50 N FOR 0.35 MILE, THENCE LEFT (SOUTH) FOR 3.0 MILES ON
 JG0902'GRAVEL ROAD TO DIRT CROSS ROAD, THENCE RIGHT (WEST) ON DIRT
 JG0902'ROAD FOR 0.75 MILE TO STATION ON RIGHT (NORTH).
 JG0902'
 JG0902'REFERENCE MARK NO. 1 IS LOCATED 47 FEET NORTH AND 73 FEET
 JG0902'EAST OF NORTHEAST CORNER OF THE RUBY HOUSE, IN NORTH-SOUTH
 JG0902'FENCE LINE, NORTH OF STATION, AND PROJECTS 2 INCHES ABOVE
 JG0902'GROUND.
 JG0902'
 JG0902'REFERENCE MARK NO. 2 IS LOCATED 36 FEET NORTH OF CENTERLINE
 JG0902'OF EAST-WEST ROAD, 1 FOOT NORTH OF EAST-WEST FENCE LINE,
 JG0902'EAST OF STATION AND PROJECTS 4 INCHES ABOVE GROUND.
 JG0902'
 JG0902'AZIMUTH MARK IS LOCATED NORTHEAST OF STATION, 0.2 MILE NORTH
 JG0902'OF SOUTHEAST CORNER OF SEC. 8, 36 FEET WEST OF CENTERLINE
 JG0902'OF NORTH-SOUTH ROAD IN NORTH-SOUTH FENCE LINE.  TO REACH
 JG0902'FROM STATION GO EAST 0.75 MILE, THENCE LEFT (NORTH) 0.2
 JG0902'MILE TO MARK ON LEFT (WEST).  IT PROJECTS ABOUT 5 INCHES.
 JG0902'
 JG0902'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JG0902'BRONZE DISKS SET IN CONCRETE.
 JG0902'
 JG0902'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 JG0902
 JG0902                          STATION RECOVERY (1964)
 JG0902
 JG0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0902'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 JG0902'AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  THE HORIZONTAL DISTANCE
 JG0902'TO BOTH REFERENCE MARKS WAS CHECKED.  THE HORIZONTAL DIRECTION TO
 JG0902'REFERENCE MARK NO. 2 WAS FOUND IN ERROR, IT SHOW SIGNS OF BEING
 JG0902'HIT BY FARM MACHINERY.  A NEW DESCRIPTION FOLLOWS.
 JG0902'
 JG0902'THE STATION IS 9-1/2 MILES EAST OF HANSTON, 3 MILES SOUTH OF
 JG0902'BURDETT, IN THE SOUTHWEST CORNER OF A CULTIVATED FIELD, NEAR THE
 JG0902'SOUTHEAST CORNER OF THE FARM YARD OF MR. GLEN C. RUBY, IN SECTION
 JG0902'8, T 22 S, R 20 W.
 JG0902'
 JG0902'TO REACH THE STATION FROM THE POST OFFICE IN BURDETT, GO SOUTH ON
 JG0902'MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY 156.  TURN
 JG0902'RIGHT AND GO WEST ON U.S. HIGHWAY 156 FOR 0.35 MILE TO A SIDE ROAD
 JG0902'LEFT.  TURN LEFT AND GO SOUTH ON AN OILED AND GRAVELED ROAD FOR
 JG0902'2.75 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT
 JG0902'AHEAD, SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.
 JG0902'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.7 MILE TO THE
 JG0902'STATION ON THE RIGHT.
 JG0902'
 JG0902'THE STATION MARK, A STANDARD DISK STAMPED BURDETT 1934, IS SET IN
 JG0902'THE TOP OF A CONCRETE CYLINDER WHICH IS 1 FOOT BELOW THE SURFACE OF
 JG0902'THE GROUND.  IT IS 44 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 JG0902'12 FEET NORTHEAST OF A SOUTHEAST FENCE CORNER AND 9 FEET EAST OF A
 JG0902'METAL WITNESS POST AND A FENCE.  THE UNDERGROUND MARK WAS NOT
 JG0902'INSPECTED.
 JG0902'
 JG0902'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURDETT NO 1 1934, IS
 JG0902'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS SET
 JG0902'FLUSH.  IT IS 43 FEET NORTH OF A TELEPHONE POLE, 14 FEET SOUTHEAST
 JG0902'OF THE SOUTHEAST CORNER OF A GARAGE AND 1 FOOT EAST OF A FENCE.
 JG0902'
 JG0902'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BURDETT NO 2 1934, IS
 JG0902'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 8
 JG0902'INCHES.  IT IS 35 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 JG0902'
 JG0902'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BURDETT
 JG0902'AZI 1934, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 JG0902'PROJECTS 6 INCHES.  IT IS 31 FEET WEST OF THE CENTER OF A GRAVELED
 JG0902'ROAD, 26 FEET SOUTH OF A TELEPHONE POLE AND 1.5 FEET NORTH OF A
 JG0902'METAL WITNESS POST.
 JG0902'
 JG0902'NOTE--10 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE
 JG0902'MARKS.
 JG0902'
 JG0902'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0903 ***********************************************************************
 JG0903  DESIGNATION -  BURDETT COOP GRAIN ELEVATOR
 JG0903  PID         -  JG0903
 JG0903  STATE/COUNTY-  KS/PAWNEE
 JG0903  USGS QUAD   -  BURDETT (1970)
 JG0903
 JG0903                         *CURRENT SURVEY CONTROL
 JG0903  ___________________________________________________________________
 JG0903* NAD 83(1997)-  38 11 32.98775(N)    099 31 30.62032(W)     ADJUSTED  
 JG0903* NAVD 88     -                                                        
 JG0903  ___________________________________________________________________
 JG0903  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 JG0903  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0903
 JG0903  HORZ ORDER  -  THIRD
 JG0903
 JG0903.The horizontal coordinates were established by classical geodetic methods
 JG0903.and adjusted by the National Geodetic Survey in October 1998..
 JG0903
 JG0903
 JG0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0903
 JG0903.The geoid height was determined by GEOID03.
 JG0903
 JG0903;                    North         East     Units Scale Factor Converg.
 JG0903;SPC KS S     -   569,839.259   310,199.005   MT  0.99994739   -0 37 48.0
 JG0903;UTM  14      - 4,227,303.586   454,011.908   MT  0.99962605   -0 19 29.0
 JG0903
 JG0903                          SUPERSEDED SURVEY CONTROL
 JG0903
 JG0903  NAD 83(1997)-  38 11 32.99572(N)    099 31 30.61934(W) AD(       ) 4
 JG0903  NAD 83(1986)-  38 11 32.99538(N)    099 31 30.61942(W) AD(       ) 4
 JG0903  NAD 27      -  38 11 32.93608(N)    099 31 29.19178(W) AD(       ) 3
 JG0903
 JG0903.Superseded values are not recommended for survey control.
 JG0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0903.See file dsdata.txt to determine how the superseded data were derived.
 JG0903
 JG0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH5401227304(NAD 83)
 JG0903_MARKER: 65 = GRAIN ELEVATOR
 JG0903
 JG0903  HISTORY     - Date     Condition        Report By
 JG0903  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0903
 JG0903                          STATION DESCRIPTION
 JG0903
 JG0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0903'THE STATION IS THE TOP CENTER OF THE VENTILATOR NEAR THE NORTHEAST
 JG0903'CORNER OF THE HEADHOUSE OF THE ELEVATOR, LOCATED IN THE CENTRAL PART
 JG0903'OF THE VILLAGE OF BURDETT.
 JG0903'
 JG0903'IT IS A LARGE CONCRETE STRUCTURE, PAINTED WHITE, AND HAS AN OVERALL
 JG0903'HEIGHT OF 154 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0901 ***********************************************************************
 JG0901  DESIGNATION -  BURDETT METHODIST EPISCOPAL CH
 JG0901  PID         -  JG0901
 JG0901  STATE/COUNTY-  KS/PAWNEE
 JG0901  USGS QUAD   -  BURDETT (1970)
 JG0901
 JG0901                         *CURRENT SURVEY CONTROL
 JG0901  ___________________________________________________________________
 JG0901* NAD 83(1997)-  38 11 43.72476(N)    099 31 38.24180(W)     ADJUSTED  
 JG0901* NAVD 88     -                                                        
 JG0901  ___________________________________________________________________
 JG0901  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 JG0901  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0901
 JG0901  HORZ ORDER  -  THIRD
 JG0901
 JG0901.The horizontal coordinates were established by classical geodetic methods
 JG0901.and adjusted by the National Geodetic Survey in October 1998..
 JG0901
 JG0901
 JG0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0901
 JG0901.The geoid height was determined by GEOID03.
 JG0901
 JG0901;                    North         East     Units Scale Factor Converg.
 JG0901;SPC KS S     -   570,172.320   310,017.213   MT  0.99994764   -0 37 52.7
 JG0901;UTM  14      - 4,227,635.568   453,828.402   MT  0.99962625   -0 19 33.8
 JG0901
 JG0901                          SUPERSEDED SURVEY CONTROL
 JG0901
 JG0901  NAD 83(1997)-  38 11 43.73215(N)    099 31 38.24096(W) AD(       ) 4
 JG0901  NAD 83(1986)-  38 11 43.73256(N)    099 31 38.24077(W) AD(       ) 4
 JG0901  NAD 27      -  38 11 43.67200(N)    099 31 36.81500(W) AD(       ) 3
 JG0901
 JG0901.Superseded values are not recommended for survey control.
 JG0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0901.See file dsdata.txt to determine how the superseded data were derived.
 JG0901
 JG0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH5382827636(NAD 83)
 JG0901_MARKER: 90 = CHURCH SPIRE
 JG0901
 JG0901  HISTORY     - Date     Condition        Report By
 JG0901  HISTORY     - 1934     FIRST OBSERVED   CGS
 JG0901
 JG0901                          STATION DESCRIPTION
 JG0901
 JG0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0901'POINT OBSERVED IN THE TIP OF SPIRE OF METHODIST-EPISCOPAL CHURCH
 JG0901'LOCATED IN THE NORTH PART OF THE TOWN OF BURDETT ON THE MAIN
 JG0901'STREET OF THE TOWN.  IT IS ABOUT 45 FEET HIGH.
 JG0901'
 JG0901'STATION WAS OBSERVED FROM TRIANGULATION STATIONS BURDETT, CARL
 JG0901'AND LANGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1477 ***********************************************************************
 JF1477  DESIGNATION -  BURDICK
 JF1477  PID         -  JF1477
 JF1477  STATE/COUNTY-  KS/CHASE
 JF1477  USGS QUAD   -  BURDICK (1972)
 JF1477
 JF1477                         *CURRENT SURVEY CONTROL
 JF1477  ___________________________________________________________________
 JF1477* NAD 83(1997)-  38 30 57.49079(N)    096 48 10.15051(W)     ADJUSTED  
 JF1477* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 JF1477  ___________________________________________________________________
 JF1477  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JF1477  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 JF1477
 JF1477  HORZ ORDER  -  FIRST
 JF1477
 JF1477.The horizontal coordinates were established by classical geodetic methods
 JF1477.and adjusted by the National Geodetic Survey in October 1998..
 JF1477
 JF1477.The orthometric height was scaled from a topographic map.
 JF1477
 JF1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1477
 JF1477.The geoid height was determined by GEOID03.
 JF1477
 JF1477;                    North         East     Units Scale Factor Converg.
 JF1477;SPC KS S     -   606,598.018   548,007.448   MT  0.99999037   +1 02 34.7
 JF1477;SPC KS N     -    20,964.873   504,411.270   MT  1.00003845   +0 45 26.9
 JF1477;UTM  14      - 4,265,353.332   691,557.795   MT  1.00005190   +1 22 07.2
 JF1477
 JF1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1477!SPC KS S     -   0.99993572  x   0.99999037  =   0.99992609
 JF1477!SPC KS N     -   0.99993572  x   1.00003845  =   0.99997416
 JF1477!UTM  14      -   0.99993572  x   1.00005190  =   0.99998761
 JF1477
 JF1477|---------------------------------------------------------------------|
 JF1477| PID    Reference Object                     Distance      Geod. Az  |
 JF1477|                                                           dddmmss.s |
 JF1477| CL4370 BURDICK RM 1                         38.533 METERS 12042     |
 JF1477| CL4369 BURDICK AZ MK                                      2191003.2 |
 JF1477| JF1508 PILSEN ST JOHNS NEPONUK CHURCH      APPROX.21.2 KM 2562741.6 |
 JF1477| JF1481 HERINGTON MUNICIPAL TANK            APPROX.20.8 KM 3242413.5 |
 JF1477| CL4371 BURDICK RM 2                         36.555 METERS 35715     |
 JF1477|---------------------------------------------------------------------|
 JF1477
 JF1477                          SUPERSEDED SURVEY CONTROL
 JF1477
 JF1477  NAD 83(1986)-  38 30 57.50048(N)    096 48 10.14935(W) AD(       ) 1
 JF1477  NAD 27      -  38 30 57.45460(N)    096 48 09.10472(W) AD(       ) 1
 JF1477
 JF1477.Superseded values are not recommended for survey control.
 JF1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1477.See file dsdata.txt to determine how the superseded data were derived.
 JF1477
 JF1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH9155865353(NAD 83)
 JF1477_MARKER: DS = TRIANGULATION STATION DISK
 JF1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1477_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1477
 JF1477  HISTORY     - Date     Condition        Report By
 JF1477  HISTORY     - 1935     MONUMENTED       CGS
 JF1477  HISTORY     - 1956     GOOD             CGS
 JF1477  HISTORY     - 1968     GOOD             CGS
 JF1477
 JF1477                          STATION DESCRIPTION
 JF1477
 JF1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1477'STATION IS IN THE NORTHWEST QUARTER OF SECTION 6, T. 18 S.,
 JF1477'R. 6 E., ON A LONG FLAT RIDGE, HIGHEST GROUND IN THE VICINITY,
 JF1477'ABOUT 4 MILES SOUTHEAST OF BURDICK.  TO REACH FROM THE RAILROAD
 JF1477'STATION IN BURDICK, GO NORTH ON THE MAIN STREET FOR 0.25
 JF1477'MILE, TURN RIGHT (EAST), GO 1.45 MILES, TURN RIGHT (SOUTH),
 JF1477'GO 3.0 MILES, TURN LEFT (EAST) THROUGH GATE ONTO PRAIRIE ROAD,
 JF1477'GO 0.85 MILE, TAKE LEFT FORK, GO 0.45 MILE, TURN LEFT (NORTH)
 JF1477'ACROSS PRAIRIE, GO 0.1 MILE TO STATION ON HIGHEST GROUND.
 JF1477'MARK IS FLUSH WITH GROUND.
 JF1477'
 JF1477'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, AND FLUSH
 JF1477'WITH GROUND.
 JF1477'
 JF1477'REFERENCE MARK NO. 2 IS NORTHEAST OF STATION, AND IS FLUSH
 JF1477'WITH GROUND.
 JF1477'
 JF1477'AZIMUTH MARK IS SOUTHWEST OF STATION.  TO REACH, GO 0.1
 JF1477'MILE SOUTH TO PRAIRIE ROAD, TURN RIGHT (WEST), GO 0.3 MILE,
 JF1477'TAKE LEFT FORK, GO 0.4 MILE TO MARK ON LEFT (EAST).  MARK
 JF1477'IS 10 FEET EAST OF THE CENTER LINE OF ROAD, AND IS FLUSH
 JF1477'WITH GROUND.
 JF1477'
 JF1477'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 JF1477'AS DESCRIBED IN NOTES 1B, 7A, 11B AND 11B RESPECTIVELY.
 JF1477'
 JF1477'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 JF1477
 JF1477                          STATION RECOVERY (1956)
 JF1477
 JF1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1477'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE FOUND
 JF1477'IN GOOD CONDITION.  SMALL DIFFERENCES FROM THE 1935 DESCRIPTION
 JF1477'IN DIRECTION AND DISTANCE WERE FOUND AS FOLLOWS- A DIFFERENCE
 JF1477'OF 3 MINUTES AND 5 SECONDS WAS FOUND IN THE DIRECTION TO
 JF1477'REFERENCE MARK 2.  A DIFFERENCE OF 6.6 SECONDS WAS FOUND TO
 JF1477'THE AZIMUTH MARK.  REFERENCE MARK 1 WAS FOUND TO BE 0.08 FOOT
 JF1477'LONGER AND REFERENCE MARK 2 WAS FOUND TO BE 0.02 FOOT SHORTER
 JF1477'THAN LISTED IN 1935.  THE AZIMUTH MARK IS 22 FEET WEST OF
 JF1477'THE CENTERLINE OF A TRACK ROAD INSTEAD OF 10 FEET EAST AS
 JF1477'DESCRIBED IN 1935.  THE OLD DESCRIPTION IS ADEQUATE.
 JF1477'
 JF1477'A COMPLETE NEW TO REACH FOLLOWS-
 JF1477'
 JF1477'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BURDICK,
 JF1477'GO NORTH ON A PAVED STREET FOR 0.25 MILE TO A T ROAD.  TURN
 JF1477'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.4 MILES TO A
 JF1477'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GRAVELED
 JF1477'ROAD FOR 2.9 MILES TO THE END OF THE ROAD AND A WIRE GATE
 JF1477'ON THE LEFT.  TURN LEFT ON A TRACK ROAD THROUGH THE GATE AND
 JF1477'GO EAST AND SOUTH FOR 0.35 MILE TO A FORK.  KEEP LEFT FORK
 JF1477'AND CONTINUE EASTERLY ON THE TRACK ROAD FOR 0.35 MILE TO A
 JF1477'WINDMILL.  CONTINUE EASTERLY ON THE TRACK ROAD FOR 0.25
 JF1477'MILE.  TURN RIGHT AND GO SOUTH ACROSS THE PASTURE FOR 0.3
 JF1477'MILE TO THE HIGHEST POINT AND THE STATION.
 JF1477'
 JF1477'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ACROSS
 JF1477'THE PASTURE FOR 0.1 MILE TO A TRACK ROAD.  TURN RIGHT AND
 JF1477'GO WEST ON THE TRACK ROAD FOR 0.25 MILE TO A FORK.  KEEP LEFT
 JF1477'FORK AND CONTINUE SOUTHWEST ON TRACK ROAD FOR 0.45 MILE TO
 JF1477'THE MARK ON THE RIGHT.
 JF1477'
 JF1477'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JF1477
 JF1477                          STATION RECOVERY (1968)
 JF1477
 JF1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1477'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1477'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JF1477'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 JF1477'ADEQUATE FOR RECOVERY.
 JF1477'
 JF1477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 JF1477'4 MILES SOUTHEAST OF BURDICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0739 ***********************************************************************
 HE0739  DESIGNATION -  BURKE
 HE0739  PID         -  HE0739
 HE0739  STATE/COUNTY-  KS/NEOSHO
 HE0739  USGS QUAD   -  SOUTH MOUND (1973)
 HE0739
 HE0739                         *CURRENT SURVEY CONTROL
 HE0739  ___________________________________________________________________
 HE0739* NAD 83(1997)-  37 28 19.07756(N)    095 10 12.61674(W)     ADJUSTED  
 HE0739* NAVD 88     -       287.12   (+/-2cm)     942.0    (feet)  VERTCON   
 HE0739  ___________________________________________________________________
 HE0739  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HE0739  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HE0739
 HE0739  HORZ ORDER  -  SECOND
 HE0739  VERT ORDER  -  THIRD ? (See Below)
 HE0739
 HE0739.The horizontal coordinates were established by classical geodetic methods
 HE0739.and adjusted by the National Geodetic Survey in October 1998..
 HE0739
 HE0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0739.The vertical order pertains to the NGVD 29 superseded value.
 HE0739
 HE0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0739
 HE0739.The geoid height was determined by GEOID03.
 HE0739
 HE0739;                    North         East     Units Scale Factor Converg.
 HE0739;SPC KS S     -   494,635.086   694,478.993   MT  0.99996598   +2 02 46.6
 HE0739;UTM  15      - 4,149,442.834   308,094.672   MT  1.00005365   -1 19 14.4
 HE0739
 HE0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0739!SPC KS S     -   0.99995974  x   0.99996598  =   0.99992572
 HE0739!UTM  15      -   0.99995974  x   1.00005365  =   1.00001339
 HE0739
 HE0739:                Primary Azimuth Mark                     Grid Az
 HE0739:SPC KS S     -  ST PAUL ST FRANCIS CATH CH CUP           005 16 42.7
 HE0739:UTM  15      -  ST PAUL ST FRANCIS CATH CH CUP           008 38 43.7
 HE0739
 HE0739|---------------------------------------------------------------------|
 HE0739| PID    Reference Object                     Distance      Geod. Az  |
 HE0739|                                                           dddmmss.s |
 HE0739| HE0682 ST PAUL ST FRANCIS CATH CH CUP      APPROX. 4.8 KM 0071929.3 |
 HE0739| CL4373 BURKE RM 1                           10.700 METERS 03943     |
 HE0739| CL4374 BURKE RM 2                           11.215 METERS 13757     |
 HE0739| CL4372 BURKE AZ MK                                        2623705.5 |
 HE0739| HE0683 ST PAUL MUNICIPAL TANK              APPROX. 5.2 KM 3562927.6 |
 HE0739|---------------------------------------------------------------------|
 HE0739
 HE0739                          SUPERSEDED SURVEY CONTROL
 HE0739
 HE0739  NAD 83(1997)-  37 28 19.08231(N)    095 10 12.61676(W) AD(       ) 2
 HE0739  NAD 83(1986)-  37 28 19.08818(N)    095 10 12.60627(W) AD(       ) 2
 HE0739  NAD 27      -  37 28 18.89067(N)    095 10 11.70213(W) AD(       ) 2
 HE0739  NGVD 29 (07/19/86)  287.00   (m)          941.6    (f) LEVELING    3  
 HE0739
 HE0739.Superseded values are not recommended for survey control.
 HE0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0739.See file dsdata.txt to determine how the superseded data were derived.
 HE0739
 HE0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0809549443(NAD 83)
 HE0739_MARKER: DS = TRIANGULATION STATION DISK
 HE0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0739
 HE0739  HISTORY     - Date     Condition        Report By
 HE0739  HISTORY     - 1966     MONUMENTED       CGS
 HE0739
 HE0739                          STATION DESCRIPTION
 HE0739
 HE0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0739'THE STATION IS ABOUT 10 MILES EAST OF GALESBURG, 4 MILES
 HE0739'NORTHEAST OF SOUTH MOUND, 3 MILES SOUTH OF ST. PAUL, ON A
 HE0739'LOW HILL OWNED BY MR. JOHN BURKE.
 HE0739'
 HE0739'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH MOUND,
 HE0739'GO EAST FOR 0.2 MILE TO A T INTERSECTION.  TURN LEFT AND
 HE0739'GO NORTH THENCE EAST FOR 2.8 MILES TO A CROSSROAD, TURN LEFT
 HE0739'AND GO NORTH FOR 2.0 MILES TO A CROSSROAD AND A BOARD CORRAL
 HE0739'IN THE NORTHEAST ANGLE OF THE INTERSECTION.  THE AZIMUTH
 HE0739'MARK IS IN THE SOUTHEAST ANGLE OF THIS INTERSECTION.  TURN
 HE0739'RIGHT AND GO EAST FOR 0.5 MILE TO A WIRE GATE ON THE LEFT
 HE0739'JUST BEFORE REACHING A FARM HOUSE.  TURN LEFT AND GO NORTH
 HE0739'THROUGH THE GATE, THENCE NORTH ALONG THE WEST SIDE OF A
 HE0739'NORTH-SOUTH FENCE FOR 0.05 MILE TO THE STATION.
 HE0739'
 HE0739'THE STATION MARK IS A STANDARD DISK, STAMPED BURKE 1964, SET
 HE0739'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HE0739'WITH THE GROUND.  IT IS 58.5 FEET SOUTHWEST OF THE SOUTHWEST
 HE0739'CORNER OF A SHED, 72.3 FEET NORTHWEST OF THE NORTHWEST CORNER
 HE0739'OF THE HOUSE AND 24.2 FEET WEST OF A NORTH-SOUTH FENCE.
 HE0739'
 HE0739'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURKE NO 1
 HE0739'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 HE0739'IS FLUSH WITH THE GROUND.  IT IS 23.2 FEET SOUTHWEST OF THE
 HE0739'SOUTHWEST CORNER OF THE SHED AND 0.7 FEET WEST OF A NORTH-SOUTH
 HE0739'FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE0739'
 HE0739'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURKE NO 2
 HE0739'1964, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HE0739'PROJECTS 1 INCH.  IT IS 42.6 FEET WEST OF THE NORTHWEST
 HE0739'CORNER OF THE HOUSE AND 0.4 FEET WEST OF A NORTH-SOUTH FENCE.
 HE0739'IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE0739'
 HE0739'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BURKE 1964,
 HE0739'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0739'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 38 FEET
 HE0739'EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 26 FEET SOUTH
 HE0739'OF THE CENTERLINE OF AN EAST-WEST ROAD, 4.2 FEET NORTHEAST
 HE0739'OF A FENCE CORNER POST AND 2.9 FEET EAST OF A WITNESS POST.
 HE0739'
 HE0739'ALL OBJECTS VISIBLE AT 30 FEET.
 HE0739'
 HE0739'HEIGHT OF LIGHT ABOVE STATION MARK 18.05 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1007 ***********************************************************************
 HG1007  DESIGNATION -  BURKE
 HG1007  PID         -  HG1007
 HG1007  STATE/COUNTY-  KS/HODGEMAN
 HG1007  USGS QUAD   -  OFFERLE NW (1972)
 HG1007
 HG1007                         *CURRENT SURVEY CONTROL
 HG1007  ___________________________________________________________________
 HG1007* NAD 83(1997)-  37 59 08.78705(N)    099 38 05.47675(W)     ADJUSTED  
 HG1007* NAVD 88     -       722.1    (meters)    2369.     (feet)  VERTCON   
 HG1007  ___________________________________________________________________
 HG1007  X           -    -842,524.792 (meters)                     COMP
 HG1007  Y           -  -4,962,943.162 (meters)                     COMP
 HG1007  Z           -   3,904,628.055 (meters)                     COMP
 HG1007  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 HG1007  ELLIP HEIGHT-         696.20  (meters)          (10/02/98) GPS OBS
 HG1007  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HG1007
 HG1007  HORZ ORDER  -  SECOND
 HG1007  VERT ORDER  -  THIRD ? (See Below)
 HG1007  ELLP ORDER  -  FOURTH    CLASS I
 HG1007
 HG1007.The horizontal coordinates were established by classical geodetic methods
 HG1007.and adjusted by the National Geodetic Survey in October 1998..
 HG1007
 HG1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG1007.The vertical order pertains to the NGVD 29 superseded value.
 HG1007
 HG1007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG1007
 HG1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1007
 HG1007.The ellipsoidal height was determined by GPS observations
 HG1007.and is referenced to NAD 83.
 HG1007
 HG1007.The geoid height was determined by GEOID03.
 HG1007
 HG1007;                    North         East     Units Scale Factor Converg.
 HG1007;SPC KS S     -   547,007.798   300,312.451   MT  0.99993662   -0 41 50.6
 HG1007;UTM  14      - 4,204,426.735   444,250.413   MT  0.99963828   -0 23 26.7
 HG1007
 HG1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1007!SPC KS S     -   0.99989077  x   0.99993662  =   0.99982740
 HG1007!UTM  14      -   0.99989077  x   0.99963828  =   0.99952909
 HG1007
 HG1007|---------------------------------------------------------------------|
 HG1007| PID    Reference Object                     Distance      Geod. Az  |
 HG1007|                                                           dddmmss.s |
 HG1007| CK9070 BURKE RM 1                           23.578 METERS 09856     |
 HG1007| HG1004 BELLEFONT                           APPROX.12.7 KM 1892110.2 |
 HG1007| HG1006 RED BRICK CHURCH LONE SPIRE         APPROX. 0.7 KM 2644828.4 |
 HG1007| JG0907 HANSTON TRI CIRCLE TV MAST          APPROX.12.3 KM 3354413.4 |
 HG1007| CK9071 BURKE RM 2                           20.617 METERS 35043     |
 HG1007|---------------------------------------------------------------------|
 HG1007
 HG1007                          SUPERSEDED SURVEY CONTROL
 HG1007
 HG1007  NAD 83(1997)-  37 59 08.79541(N)    099 38 05.47677(W) AD(       ) 2
 HG1007  NAD 83(1986)-  37 59 08.79522(N)    099 38 05.47490(W) AD(       ) 2
 HG1007  NAD 27      -  37 59 08.72977(N)    099 38 04.03479(W) AD(       ) 2
 HG1007  NGVD 29 (07/19/86)  721.9    (m)         2368.     (f) LEVELING    3  
 HG1007
 HG1007.Superseded values are not recommended for survey control.
 HG1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1007.See file dsdata.txt to determine how the superseded data were derived.
 HG1007
 HG1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH4425004427(NAD 83)
 HG1007_MARKER: DS = TRIANGULATION STATION DISK
 HG1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG1007_SP_SET: CONCRETE POST
 HG1007_STAMPING: BURKE 1964
 HG1007_MARK LOGO: CGS   
 HG1007_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG1007+STABILITY: SURFACE MOTION
 HG1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG1007+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1991
 HG1007
 HG1007  HISTORY     - Date     Condition        Report By
 HG1007  HISTORY     - 1964     MONUMENTED       CGS
 HG1007  HISTORY     - 1964     GOOD             CGS
 HG1007  HISTORY     - 19910406 GOOD             NGS
 HG1007
 HG1007                          STATION DESCRIPTION
 HG1007
 HG1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG1007'THE STATION IS LOCATED 11-1/2 MILES NORTHEAST OF SPEARVILLE, 8-1/2
 HG1007'MILES NORTHWEST OF OFFERLE, 8 MILES NORTH OF BELLEFONT, IN SECTION
 HG1007'4, T 24 S, R 21 W, IN THE SOUTHWEST CORNER OF A SMALL PASTURE, AT
 HG1007'THE FARM OF MR. JAMES BURKE.
 HG1007'
 HG1007'TO REACH THE STATION FROM THE RAILROAD DEPOT IN OFFERLE, GO WEST ON
 HG1007'US HIGHWAY 50 AND 56 FOR 4.7 MILES TO A CROSSROAD.  TURN RIGHT AND
 HG1007'GO NORTH ON A GRAVELED ROAD FOR 7.4 MILES TO A CROSSROAD AND THE ST.
 HG1007'MARYS CATHOLIC CHURCH ON THE RIGHT.  TURN RIGHT AND GO EAST ON A
 HG1007'GRAVELED ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT AT THE
 HG1007'BURKE HOME.
 HG1007'
 HG1007'THE STATION MARKS ARE STANDARD DISKS STAMPED BURKE 1964.  THE SURFACE
 HG1007'MARK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS
 HG1007'SET FLUSH.  IT IS 45 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 19
 HG1007'FEET NORTHEAST OF A FENCE CORNER, 14 FEET NORTH OF A METAL WITNESS
 HG1007'POST AND FENCE LINE AND 13 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 HG1007'THE UNDERGROUND MARK IS SET IN A MASS OF CONCRETE 42 INCHES
 HG1007'BELOW THE SURFACE OF THE GROUND.
 HG1007'
 HG1007'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BURKE NO 1 1964, IS SET
 HG1007'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS SET FLUSH.  IT
 HG1007'IS 90 FEET EAST OF A FENCE CORNER, 34 FEET NORTH OF THE CENTER OF A
 HG1007'GRAVELED ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 HG1007'
 HG1007'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BURKE NO 2 1964, IS SET
 HG1007'IN THE TOP OF A 12-INCH CONCRETE POST WHICH IS SET FLUSH.  IT IS 81
 HG1007'FEET NORTH OF A FENCE CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 HG1007'LINE.
 HG1007'
 HG1007'NO AZIMUTH MARK WAS SET AT THIS STATION.  TRIANGULATION STATION
 HG1007'BELLEFONT AND THE ST. MARYS CATHOLIC CHURCH CROSS ARE VISIBLE FROM
 HG1007'THE GROUND.
 HG1007'
 HG1007'NOTE--5 KG TENSION WAS USED TO MEASURE BOTH REFERENCE MARKS.
 HG1007'
 HG1007'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HG1007
 HG1007                          STATION RECOVERY (1964)
 HG1007
 HG1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HG1007'RECOVERED IN GOOD CONDITION.
 HG1007
 HG1007                          STATION RECOVERY (1991)
 HG1007
 HG1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HG1007'STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST-NORTHWEST OF KINSLEY,
 HG1007'8 MI (12.9 KM) NORTH OF BELEFONT, 24 MI (38.6 KM) NORTHEAST OF DODGE
 HG1007'CITY, IN THE SOUTHWEST CORNER OF A SMALL PASTURE OWNED BY MR. JAMES
 HG1007'R. BURKE. PHONE-316-659-2079.
 HG1007'TO REACH THE STATION FROM THE GRAIN ELEVATORS AT BELLEFONT, WHICH ARE
 HG1007'LOCATED AT THE SOUTH SIDE OF U.S. HIGHWAY 50 NEAR THE NORTH SIDE OF
 HG1007'BELLEFONT, GO EAST ALONG U.S. HIGHWAY 50 FOR 0.85 MI (1.37 KM) TO AN
 HG1007'ASPHALT SECTION LINE ROAD ON THE LEFT. TURN LEFT, NORTH, ALONG THE
 HG1007'SECTION LINE ROAD FOR 2.65 MI (4.26 KM) TO THE END OF PAVEMENT, ST.
 HG1007'JOSEPHS CEMETERY ON THE LEFT, AND THE FORD COUNTY LINE. CONTINUE
 HG1007'NORTH ALONG GRAVEL SECTION LINE ROAD FOR 5.1 MI (8.2 KM) TO ST.MARYS
 HG1007'CHURCH ON THE RIGHT AND A SECTION LINE ROAD JUST TO THE NORTH OF THE
 HG1007'CHURCH. TURN RIGHT, EAST, ALONG THE DIRT SECTION LINE ROAD FOR 0.45
 HG1007'MI (0.72 KM) TO THE PRIVATE DRIVE ON THE LEFT TO MR. BURKES FARM AND
 HG1007'THE STATION AS DESCRIBED.  NOTE-THE SECTION LINE ROAD NORTH, JUST
 HG1007'EAST OF BELLEFONT, CAN ALSO BE REACHED BY GOING EAST FOR 16.45 MI
 HG1007'(26.47 KM) ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF U.S. HIGHWAY
 HG1007'283 NORTH, LOCATED AT THE EAST SIDE OF DODGE CITY, TO THE ASPHALT
 HG1007'SECTION LINE ROAD NORTH.
 HG1007'STATION IS 98 FT (29.9 M) EAST OF THE CENTER OF MR. BURKES DRIVE, 32
 HG1007'FT (9.8 M) NORTH OF THE CENTER OF THE SECTION LINE ROAD, 12 FT
 HG1007'(3.7 M) NORTH OF A FENCELINE, 14 FT (4.3 M) EAST OF A FENCELINE, 17
 HG1007'FT (5.2 M) NORTHEAST OF A FENCE CORNER POST, 16 FT (4.9 M) NORTH OF A
 HG1007'FIBERGLASS WITNESS POST, AND ABOUT LEVEL WITH THE GROUND SURFACE.
 HG1007'CONTACT MUST BE MADE WITH MR.BURKE.  NOTIFY OF WORK SCHEDULE.  BEWARE
 HG1007'OF CATTLE AND PACKING OVER PASTURE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1831 ***********************************************************************
 JE1831  DESIGNATION -  BURLINGAME COOP GRAIN ELEVATOR
 JE1831  PID         -  JE1831
 JE1831  STATE/COUNTY-  KS/OSAGE
 JE1831  USGS QUAD   -  BURLINGAME (1972)
 JE1831
 JE1831                         *CURRENT SURVEY CONTROL
 JE1831  ___________________________________________________________________
 JE1831* NAD 83(1997)-  38 45 03.79055(N)    095 49 47.22443(W)     ADJUSTED  
 JE1831* NAVD 88     -                                                        
 JE1831  ___________________________________________________________________
 JE1831  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JE1831  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JE1831
 JE1831  HORZ ORDER  -  THIRD
 JE1831
 JE1831.The horizontal coordinates were established by classical geodetic methods
 JE1831.and adjusted by the National Geodetic Survey in October 1998..
 JE1831
 JE1831
 JE1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1831
 JE1831.The geoid height was determined by GEOID03.
 JE1831
 JE1831;                    North         East     Units Scale Factor Converg.
 JE1831;SPC KS S     -   634,671.305   632,097.471   MT  1.00004168   +1 38 27.3
 JE1831;SPC KS N     -    48,631.813   588,635.887   MT  0.99999463   +1 22 23.3
 JE1831;UTM  15      - 4,292,954.131   254,085.807   MT  1.00034475   -1 46 19.8
 JE1831
 JE1831                          SUPERSEDED SURVEY CONTROL
 JE1831
 JE1831  NAD 83(1986)-  38 45 03.79790(N)    095 49 47.22272(W) AD(       ) 4
 JE1831  NAD 27      -  38 45 03.77867(N)    095 49 46.26547(W) AD(       ) 3
 JE1831
 JE1831.Superseded values are not recommended for survey control.
 JE1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1831.See file dsdata.txt to determine how the superseded data were derived.
 JE1831
 JE1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5408692954(NAD 83)
 JE1831_MARKER: 65 = GRAIN ELEVATOR
 JE1831
 JE1831  HISTORY     - Date     Condition        Report By
 JE1831  HISTORY     - 1960     FIRST OBSERVED   CGS
 JE1831
 JE1831                          STATION DESCRIPTION
 JE1831
 JE1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1831'THE STATION IS LOCATED 2 BLOCKS SOUTH AND 2 BLOCKS EAST OF THE
 JE1831'JUNCTION OF U.S. HIGHWAY 56 AND STATE HIGHWAY 31 IN BURLINGAME.
 JE1831'IT IS THE CENTER OF A LARGE CONCRETE STRUCTURE CONSISTING OF
 JE1831'8 CONCRETE CYLINDERS AND HAS AN OVERALL HEIGHT OF APPROXIMATELY
 JE1831'125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1810 ***********************************************************************
 JE1810  DESIGNATION -  BURLINGAME MUNICIPAL TANK
 JE1810  PID         -  JE1810
 JE1810  STATE/COUNTY-  KS/OSAGE
 JE1810  USGS QUAD   -  OSAGE CITY (1971)
 JE1810
 JE1810                         *CURRENT SURVEY CONTROL
 JE1810  ___________________________________________________________________
 JE1810* NAD 83(1997)-  38 44 48.02197(N)    095 50 15.13982(W)     ADJUSTED  
 JE1810* NAVD 88     -                                                        
 JE1810  ___________________________________________________________________
 JE1810  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 JE1810  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JE1810
 JE1810  HORZ ORDER  -  THIRD
 JE1810
 JE1810.The horizontal coordinates were established by classical geodetic methods
 JE1810.and adjusted by the National Geodetic Survey in October 1998..
 JE1810
 JE1810
 JE1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1810
 JE1810.The geoid height was determined by GEOID03.
 JE1810
 JE1810;                    North         East     Units Scale Factor Converg.
 JE1810;SPC KS S     -   634,165.963   631,437.530   MT  1.00004057   +1 38 10.2
 JE1810;SPC KS N     -    48,129.585   587,973.621   MT  0.99999529   +1 22 05.6
 JE1810;UTM  15      - 4,292,488.832   253,396.742   MT  1.00034893   -1 46 36.7
 JE1810
 JE1810                          SUPERSEDED SURVEY CONTROL
 JE1810
 JE1810  NAD 83(1986)-  38 44 48.02904(N)    095 50 15.13843(W) AD(       ) 4
 JE1810  NAD 27      -  38 44 48.00920(N)    095 50 14.18503(W) AD(       ) 3
 JE1810
 JE1810.Superseded values are not recommended for survey control.
 JE1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1810.See file dsdata.txt to determine how the superseded data were derived.
 JE1810
 JE1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5339792489(NAD 83)
 JE1810_MARKER: 51 = TANK
 JE1810
 JE1810  HISTORY     - Date     Condition        Report By
 JE1810  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1810
 JE1810                          STATION DESCRIPTION
 JE1810
 JE1810'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1834 ***********************************************************************
 JE1834  DESIGNATION -  BURLINGAME SCHOOLHOUSE CUPOLA
 JE1834  PID         -  JE1834
 JE1834  STATE/COUNTY-  KS/OSAGE
 JE1834  USGS QUAD   -  BURLINGAME (1972)
 JE1834
 JE1834                         *CURRENT SURVEY CONTROL
 JE1834  ___________________________________________________________________
 JE1834* NAD 83(1997)-  38 45 11.98709(N)    095 50 22.66755(W)     ADJUSTED  
 JE1834* NAVD 88     -                                                        
 JE1834  ___________________________________________________________________
 JE1834  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JE1834  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JE1834
 JE1834  HORZ ORDER  -  THIRD
 JE1834
 JE1834.The horizontal coordinates were established by classical geodetic methods
 JE1834.and adjusted by the National Geodetic Survey in October 1998..
 JE1834
 JE1834
 JE1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1834
 JE1834.The geoid height was determined by GEOID03.
 JE1834
 JE1834;                    North         East     Units Scale Factor Converg.
 JE1834;SPC KS S     -   634,899.501   631,234.729   MT  1.00004226   +1 38 05.5
 JE1834;SPC KS N     -    48,864.028   587,774.263   MT  0.99999429   +1 22 00.8
 JE1834;UTM  15      - 4,293,233.371   253,237.923   MT  1.00034989   -1 46 42.3
 JE1834
 JE1834                          SUPERSEDED SURVEY CONTROL
 JE1834
 JE1834  NAD 83(1986)-  38 45 11.99297(N)    095 50 22.66927(W) AD(       ) 4
 JE1834  NAD 27      -  38 45 11.97000(N)    095 50 21.71600(W) AD(       ) 3
 JE1834
 JE1834.Superseded values are not recommended for survey control.
 JE1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1834.See file dsdata.txt to determine how the superseded data were derived.
 JE1834
 JE1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5323893233(NAD 83)
 JE1834_MARKER: 86 = CUPOLA
 JE1834
 JE1834  HISTORY     - Date     Condition        Report By
 JE1834  HISTORY     - 1888     FIRST OBSERVED   CGS
 JE1834  HISTORY     - 1934     GOOD             CGS
 JE1834
 JE1834                          STATION DESCRIPTION
 JE1834
 JE1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JE1834'CORRECT.  THE BUILDING IS STILL STANDING WITH THE CUPOLA IN CORRECT
 JE1834'POSITION ON A HIGH HILL IN WEST BURLINGAME, IN THE NORTHEAST
 JE1834'QUARTER OF SEC. 15, T. 15 S., R. 14 E.
 JE1834'
 JE1834'THE BUILDING IS NOT USED AS A SCHOOLHOUSE AND HAS NOT BEEN
 JE1834'OCCUPIED FOR OVER SEVEN YEARS.  A MOVEMENT IS ON FOOT TO HAVE
 JE1834'THE BUILDING DESTROYED OR TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1662 ***********************************************************************
 JE1662  DESIGNATION -  BURLINGTON
 JE1662  PID         -  JE1662
 JE1662  STATE/COUNTY-  KS/FRANKLIN
 JE1662  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE1662
 JE1662                         *CURRENT SURVEY CONTROL
 JE1662  ___________________________________________________________________
 JE1662* NAD 83(1997)-  38 33 28.27923(N)    095 18 15.44111(W)     ADJUSTED  
 JE1662* NAVD 88     -       320.8    (meters)    1052.     (feet)  VERTCON   
 JE1662  ___________________________________________________________________
 JE1662  X           -    -461,698.177 (meters)                     COMP
 JE1662  Y           -  -4,972,907.663 (meters)                     COMP
 JE1662  Z           -   3,954,233.289 (meters)                     COMP
 JE1662  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JE1662  ELLIP HEIGHT-         288.39  (meters)          (10/02/98) GPS OBS
 JE1662  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JE1662
 JE1662  HORZ ORDER  -  SECOND
 JE1662  ELLP ORDER  -  FOURTH    CLASS I
 JE1662
 JE1662.The horizontal coordinates were established by classical geodetic methods
 JE1662.and adjusted by the National Geodetic Survey in October 1998..
 JE1662
 JE1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1662
 JE1662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE1662
 JE1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1662
 JE1662.The ellipsoidal height was determined by GPS observations
 JE1662.and is referenced to NAD 83.
 JE1662
 JE1662.The geoid height was determined by GEOID03.
 JE1662
 JE1662;                    North         East     Units Scale Factor Converg.
 JE1662;SPC KS S     -   614,673.675   678,492.542   MT  0.99999827   +1 57 49.9
 JE1662;UTM  15      - 4,270,230.491   299,219.515   MT  1.00009646   -1 26 12.3
 JE1662
 JE1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1662!SPC KS S     -   0.99995475  x   0.99999827  =   0.99995302
 JE1662!UTM  15      -   0.99995475  x   1.00009646  =   1.00005121
 JE1662
 JE1662:                Primary Azimuth Mark                     Grid Az
 JE1662:SPC KS S     -  OTTAWA CITY WATER AND LT STK             016 40 48.9
 JE1662:UTM  15      -  OTTAWA CITY WATER AND LT STK             020 04 51.1
 JE1662
 JE1662|---------------------------------------------------------------------|
 JE1662| PID    Reference Object                     Distance      Geod. Az  |
 JE1662|                                                           dddmmss.s |
 JE1662| JE1658 OTTAWA CITY WATER AND LT STK        APPROX. 6.7 KM 0183838.8 |
 JE1662| JE1660 OTTAWA BENNETT CREAMERY CO STK      APPROX. 7.4 KM 0235915.8 |
 JE1662| JE1661 OTTAWA FIRST BAPTIST CH SPIRE       APPROX. 6.9 KM 0274853.6 |
 JE1662| JE1663 OTTAWA KC P AND L CO RAD MAST       APPROX. 0.8 KM 0320653.5 |
 JE1662| JE1659 OTTAWA UNIV POWER PLANT STACK       APPROX. 6.2 KM 0353638.4 |
 JE1662| CL4375 BURLINGTON AZ MK                                   0362534.1 |
 JE1662| CL4376 BURLINGTON RM 1                      20.526 METERS 21041     |
 JE1662| CL4377 BURLINGTON RM 2                      24.725 METERS 29715     |
 JE1662| CL4378 BURLINGTON RM 2 OLD                                29723     |
 JE1662|---------------------------------------------------------------------|
 JE1662
 JE1662                          SUPERSEDED SURVEY CONTROL
 JE1662
 JE1662  NAD 83(1986)-  38 33 28.28647(N)    095 18 15.44427(W) AD(       ) 2
 JE1662  NAD 27      -  38 33 28.23800(N)    095 18 14.53800(W) AD(       ) 2
 JE1662  NGVD 29 (07/19/86)  320.6    (m)         1052.     (f) VERT ANG       
 JE1662
 JE1662.Superseded values are not recommended for survey control.
 JE1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1662.See file dsdata.txt to determine how the superseded data were derived.
 JE1662
 JE1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC9922070230(NAD 83)
 JE1662_MARKER: DS = TRIANGULATION STATION DISK
 JE1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1662_SP_SET: CONCRETE POST
 JE1662_STAMPING: BURLINGTON 1948
 JE1662_MARK LOGO: CGS   
 JE1662_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1662+STABILITY: SURFACE MOTION
 JE1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1662+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1989
 JE1662
 JE1662  HISTORY     - Date     Condition        Report By
 JE1662  HISTORY     - 1948     MONUMENTED       CGS
 JE1662  HISTORY     - 1948     GOOD             CGS
 JE1662  HISTORY     - 1970     GOOD             NGS
 JE1662  HISTORY     - 1974     GOOD             NGS
 JE1662  HISTORY     - 1981     GOOD             KSDT
 JE1662  HISTORY     - 19890701 GOOD             NGS
 JE1662
 JE1662                          STATION DESCRIPTION
 JE1662
 JE1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1662'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 JE1662'50-S, ABOUT 4 MILES SOUTH AND 2 MILES WEST OF OTTAWA, 0.05 MILE
 JE1662'NORTHEAST OF THE INTERSECTION OF A T ROAD, 38 FEET SOUTHEAST
 JE1662'OF THE CENTER OF U.S. HIGHWAY 50-S, AND 9 FEET NORTHWEST OF
 JE1662'A FENCE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 JE1662'BURLINGTON 1948.
 JE1662'
 JE1662'REFERENCE MARK NO. 1 IS 54 FEET SOUTHEAST OF THE CENTER OF
 JE1662'U.S. HIGHWAY 50-S AND 0.8 FOOT NORTHWEST OF A FENCE.  IT IS
 JE1662'SET FLUSH WITH THE GROUND AND IS STAMPED BURLINGTON NO 1 1948.
 JE1662'
 JE1662'REFERENCE MARK NO. 2 IS 39 FEET NORTHWEST OF THE CENTER OF
 JE1662'U.S. HIGHWAY 50-S, 12 FEET NORTHEAST OF THE CENTER OF A GATE, AND
 JE1662'1.0 FOOT SOUTHEAST OF A FENCE.  IT IS SET FLUSH WITH THE GROUND
 JE1662'AND IS STAMPED BURLINGTON NO 2 1948.
 JE1662'
 JE1662'AZIMUTH MARK IS ABOUT 120 FEET SOUTHEAST OF K.C. POWER AND
 JE1662'LIGHT CO. RADIO MAST, 44 FEET NORTHWEST OF THE CENTER OF
 JE1662'U.S. HIGHWAY 50-S, 25 FEET EAST OF THE CENTER OF A SIDE ROAD,
 JE1662'AND 3 FEET WEST OF A FENCE CORNER.  IT PROJECTS 3 INCHES AND
 JE1662'IS STAMPED BURLINGTON 1948.
 JE1662'
 JE1662'TO REACH THE STATION FROM THE COURTHOUSE IN OTTAWA, GO SOUTH
 JE1662'ON U.S. HIGHWAY 59 FOR 1.75 MILES TO THE JUNCTION OF U.S.
 JE1662'HIGHWAY 59 AND 50-S, CONTINUE SOUTH AND SOUTHWEST ON U.S.
 JE1662'HIGHWAY 50-S FOR 3 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 JE1662'
 JE1662'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 JE1662'ON U.S. HIGHWAY 50-S FOR 0.5 MILE TO THE MARK ON THE LEFT
 JE1662'AS DESCRIBED.
 JE1662'
 JE1662'AN 87 FOOT SIGNAL AT RANSON IS VISIBLE AT 4 FEET.
 JE1662'
 JE1662'A 74 FOOT SIGNAL AT NORWOOD IS VISIBLE AT 4 FEET.
 JE1662'
 JE1662'A 100 FOOT SIGNAL AT LANE IS VISIBLE AT 4 FEET.
 JE1662'
 JE1662'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1662
 JE1662                          STATION RECOVERY (1948)
 JE1662
 JE1662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 JE1662'RECOVERED IN GOOD CONDITION.
 JE1662
 JE1662                          STATION RECOVERY (1970)
 JE1662
 JE1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1662'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1662'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 JE1662'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 JE1662'ADEQUATE FOR RECOVERY.
 JE1662'
 JE1662'A METAL WITNESS POST WAS SET 1 FOOT SOUTHEAST OF THE STATION MARK.
 JE1662'
 JE1662'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 JE1662'
 JE1662'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 JE1662'35 AND U.S. HIGHWAY 59 AT THE SOUTH SIDE OF OTTAWA, GO SOUTHWEST ON
 JE1662'INTERSTATE 35 AND U.S. HIGHWAY 50 FOR 1.85 MILES TO A ENTRANCE TO
 JE1662'RADIO ANTENNAS AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 JE1662'SOUTHWEST ON U.S. HIGHWAY 50 FOR 0.55 MILE TO THE STATION ON THE
 JE1662'LEFT.
 JE1662'
 JE1662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 JE1662'SOUTH AND 2 MILES WEST OF OTTAWA.
 JE1662
 JE1662                          STATION RECOVERY (1974)
 JE1662
 JE1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1662'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JE1662'RECOVERED.  REFERENCE MARK APPEARED TO HAVE BEEN DAMAGED BY DITCH
 JE1662'DIGGING MACHINE AND WAS REINFORCED.  THE DISTANCE TO REFERENCE MARK
 JE1662'1 CHECKED AND A DIFFERENCE OF 2 MINUTES AND 48 SECONDS IS NOTED IN
 JE1662'THE DIRECTION TO REFERENCE MARK 1.  A DIFFERENCE OF 8 MINUTES AND
 JE1662'38 SECONDS IS NOTED IN THE DIRECTION TO REFERENCE MARK 2 AND A
 JE1662'DIFFERENCE OF 0.15 FEET OR 0.046 METER SHORTER IN THE DISTANCE TO
 JE1662'REFERENCE MARK 2 IS NOTED.  THE DIRECTION TO THE AZIMUTH MARK
 JE1662'CHECKED.  A NEW DESCRIPTION FOLLOWS.
 JE1662'
 JE1662'THE STATION IS ABOUT 4 MILES SOUTHWEST OF OTTAWA AND ON RIGHT-OF-WAY
 JE1662'OF U.S. HIGHWAY 50 IN THE SOUTHWEST 1/4 SEC 14, R 19 E, T 17 S.
 JE1662'
 JE1662'TO REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY 50 AND
 JE1662'INTERSTATE HIGHWAY 35 AT THE SOUTH EDGE OF OTTAWA, GO SOUTH AND
 JE1662'SOUTHWESTERLY ON OLD U.S. HIGHWAY 50 FOR 2.45 MILES TO A GATE AND
 JE1662'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHERLY FOR 0.55 MILE TO
 JE1662'THE STATION ON THE LEFT.
 JE1662'
 JE1662'STATION MARK IS A STANDARD DISK, STAMPED BURLINGTON 1948, SET IN
 JE1662'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 JE1662'THE GROUND.  IT IS 8.0 FEET NORTHWEST OF A METAL WITNESS POST IN A
 JE1662'FENCELINE AND 39.3 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY
 JE1662'50.
 JE1662'
 JE1662'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURLINGTON NO 1 1948,
 JE1662'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 JE1662'WITH THE GROUND.  IT IS 0.9 FEET NORTHWEST OF THE FENCELINE AND
 JE1662'54.0 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY.
 JE1662'
 JE1662'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURLINGTON NO 2 1948,
 JE1662'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 JE1662'WITH THE GROUND.  IT IS 39.0 FEET NORTHWEST OF THE CENTER OF THE
 JE1662'HIGHWAY, AND 46.5 FEET SOUTH-SOUTHWEST OF POWERLINE POLE
 JE1662'NUMBER 36.
 JE1662'
 JE1662'AZIMUTH MARK IS A STANDARD DISK, STAMPED BURLINGTON 1948, SET IN
 JE1662'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 JE1662'ABOVE THE GROUND.  IT IS 1.2 FEET SOUTH-SOUTHWEST OF A METAL
 JE1662'WITNESS POST, 25.0 FEET EAST OF THE NORTH GATE POST AND 43.5 FEET
 JE1662'NORTHWEST OF THE CENTER OF THE HIGHWAY.
 JE1662'
 JE1662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHWEST
 JE1662'OF OTTAWA.
 JE1662'
 JE1662'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 JE1662
 JE1662                          STATION RECOVERY (1981)
 JE1662
 JE1662'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981 (CA)
 JE1662'BURLINGTON 1948 RECOVERED EXCELLENT.
 JE1662'
 JE1662'DISTANCE AND DIRECTION FROM NEAREST TOWN--OTTAWA.
 JE1662
 JE1662                          STATION RECOVERY (1989)
 JE1662
 JE1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JE1662'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHWEST OF OTTAWA,
 JE1662'ALONG OLD U.S. HIGHWAY 50, ON THE WEST CENTRAL EDGE OF SECTION 22, T
 JE1662'17 S, R 19 E.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 JE1662'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 JE1662'U.S. HIGHWAY 59 ON THE SOUTH SIDE OF OTTAWA, GO SOUTH ON HIGHWAY 59
 JE1662'FOR 2.8 KM (1.75 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST
 JE1662'FOR 3.2 KM (2.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH FOR 0.8
 JE1662'KM (0.50 MI) TO A PAVED ROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.08 KM
 JE1662'(0.05 MI) TO THE STATION ON THE RIGHT, AT A FIELD ENTRANCE.
 JE1662'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 40 CM SQUARE
 JE1662'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 25.6 M (84.0 FT)
 JE1662'SOUTH-SOUTHEAST OF A UTILITY POLE ACROSS THE ROAD, 11.9 M (39.0 FT)
 JE1662'SOUTHEAST OF, AND SLIGHTLY LOWER THAN THE ROAD CENTER, 7.4 M
 JE1662'(24.3 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND 2.3 M
 JE1662'(7.5 FT) NORTHWEST OF A METAL WITNESS POST IN THE FENCE LINE.
 JE1662'DESCRIBED BY G.R. HEID, TYPED BY HJS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1748 ***********************************************************************
 JE1748  DESIGNATION -  BURLINGTON COURTHOUSE SPIRE
 JE1748  PID         -  JE1748
 JE1748  STATE/COUNTY-  KS/COFFEY
 JE1748  USGS QUAD   -  BURLINGTON (1979)
 JE1748
 JE1748                         *CURRENT SURVEY CONTROL
 JE1748  ___________________________________________________________________
 JE1748* NAD 83(1997)-  38 11 38.62433(N)    095 44 31.97608(W)     ADJUSTED  
 JE1748* NAVD 88     -                                                        
 JE1748  ___________________________________________________________________
 JE1748  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JE1748  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JE1748
 JE1748  HORZ ORDER  -  THIRD
 JE1748
 JE1748.The horizontal coordinates were established by classical geodetic methods
 JE1748.and adjusted by the National Geodetic Survey in October 1998..
 JE1748
 JE1748
 JE1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1748
 JE1748.The geoid height was determined by GEOID03.
 JE1748
 JE1748;                    North         East     Units Scale Factor Converg.
 JE1748;SPC KS S     -   573,091.749   641,535.391   MT  0.99994752   +1 41 41.0
 JE1748;UTM  15      - 4,230,901.897   259,854.847   MT  1.00031030   -1 41 47.0
 JE1748
 JE1748                          SUPERSEDED SURVEY CONTROL
 JE1748
 JE1748  NAD 83(1997)-  38 11 38.62800(N)    095 44 31.97774(W) AD(       ) 4
 JE1748  NAD 83(1986)-  38 11 38.62493(N)    095 44 31.97605(W) AD(       ) 4
 JE1748  NAD 27      -  38 11 38.55000(N)    095 44 31.02000(W) AD(       ) 3
 JE1748
 JE1748.Superseded values are not recommended for survey control.
 JE1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1748.See file dsdata.txt to determine how the superseded data were derived.
 JE1748
 JE1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5985530902(NAD 83)
 JE1748_MARKER: 89 = SPIRE
 JE1748
 JE1748  HISTORY     - Date     Condition        Report By
 JE1748  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1748
 JE1748                          STATION DESCRIPTION
 JE1748
 JE1748'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1747 ***********************************************************************
 JE1747  DESIGNATION -  BURLINGTON MUNICIPAL TANK
 JE1747  PID         -  JE1747
 JE1747  STATE/COUNTY-  KS/COFFEY
 JE1747  USGS QUAD   -  BURLINGTON (1979)
 JE1747
 JE1747                         *CURRENT SURVEY CONTROL
 JE1747  ___________________________________________________________________
 JE1747* NAD 83(1997)-  38 11 46.79634(N)    095 44 03.31224(W)     ADJUSTED  
 JE1747* NAVD 88     -                                                        
 JE1747  ___________________________________________________________________
 JE1747  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 JE1747  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JE1747
 JE1747  HORZ ORDER  -  THIRD
 JE1747
 JE1747.The horizontal coordinates were established by classical geodetic methods
 JE1747.and adjusted by the National Geodetic Survey in October 1998..
 JE1747
 JE1747
 JE1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1747
 JE1747.The geoid height was determined by GEOID03.
 JE1747
 JE1747;                    North         East     Units Scale Factor Converg.
 JE1747;SPC KS S     -   573,364.253   642,225.066   MT  0.99994771   +1 41 58.7
 JE1747;UTM  15      - 4,231,133.210   260,559.688   MT  1.00030614   -1 41 29.6
 JE1747
 JE1747                          SUPERSEDED SURVEY CONTROL
 JE1747
 JE1747  NAD 83(1997)-  38 11 46.80045(N)    095 44 03.31374(W) AD(       ) 4
 JE1747  NAD 83(1986)-  38 11 46.79773(N)    095 44 03.31188(W) AD(       ) 4
 JE1747  NAD 27      -  38 11 46.72000(N)    095 44 02.36000(W) AD(       ) 3
 JE1747
 JE1747.Superseded values are not recommended for survey control.
 JE1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1747.See file dsdata.txt to determine how the superseded data were derived.
 JE1747
 JE1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6056031133(NAD 83)
 JE1747_MARKER: 51 = TANK
 JE1747
 JE1747  HISTORY     - Date     Condition        Report By
 JE1747  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1747
 JE1747                          STATION DESCRIPTION
 JE1747
 JE1747'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1746 ***********************************************************************
 JE1746  DESIGNATION -  BURLINGTON ST XAVIER CATH CH
 JE1746  PID         -  JE1746
 JE1746  STATE/COUNTY-  KS/COFFEY
 JE1746  USGS QUAD   -  BURLINGTON (1979)
 JE1746
 JE1746                         *CURRENT SURVEY CONTROL
 JE1746  ___________________________________________________________________
 JE1746* NAD 83(1997)-  38 11 51.44250(N)    095 44 12.84585(W)     ADJUSTED  
 JE1746* NAVD 88     -                                                        
 JE1746  ___________________________________________________________________
 JE1746  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JE1746  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JE1746
 JE1746  HORZ ORDER  -  THIRD
 JE1746
 JE1746.The horizontal coordinates were established by classical geodetic methods
 JE1746.and adjusted by the National Geodetic Survey in October 1998..
 JE1746
 JE1746
 JE1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1746
 JE1746.The geoid height was determined by GEOID03.
 JE1746
 JE1746;                    North         East     Units Scale Factor Converg.
 JE1746;SPC KS S     -   573,500.562   641,988.957   MT  0.99994782   +1 41 52.8
 JE1746;UTM  15      - 4,231,283.302   260,331.974   MT  1.00030748   -1 41 35.7
 JE1746
 JE1746                          SUPERSEDED SURVEY CONTROL
 JE1746
 JE1746  NAD 83(1997)-  38 11 51.44624(N)    095 44 12.84745(W) AD(       ) 4
 JE1746  NAD 83(1986)-  38 11 51.44338(N)    095 44 12.84570(W) AD(       ) 4
 JE1746  NAD 27      -  38 11 51.36000(N)    095 44 11.90000(W) AD(       ) 3
 JE1746
 JE1746.Superseded values are not recommended for survey control.
 JE1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1746.See file dsdata.txt to determine how the superseded data were derived.
 JE1746
 JE1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6033231283(NAD 83)
 JE1746_MARKER: 90 = CHURCH SPIRE
 JE1746
 JE1746  HISTORY     - Date     Condition        Report By
 JE1746  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1746
 JE1746                          STATION DESCRIPTION
 JE1746
 JE1746'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0963 ***********************************************************************
 HG0963  DESIGNATION -  BURNEY
 HG0963  PID         -  HG0963
 HG0963  STATE/COUNTY-  KS/CLARK
 HG0963  USGS QUAD   -  LEXINGTON (1979)
 HG0963
 HG0963                         *CURRENT SURVEY CONTROL
 HG0963  ___________________________________________________________________
 HG0963* NAD 83(1997)-  37 22 04.71606(N)    099 34 19.69440(W)     ADJUSTED  
 HG0963* NAVD 88     -       697.0    (meters)    2287.     (feet)  VERTCON   
 HG0963  ___________________________________________________________________
 HG0963  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HG0963  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 HG0963
 HG0963  HORZ ORDER  -  SECOND
 HG0963  VERT ORDER  -  THIRD ? (See Below)
 HG0963
 HG0963.The horizontal coordinates were established by classical geodetic methods
 HG0963.and adjusted by the National Geodetic Survey in October 1998..
 HG0963
 HG0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0963.The vertical order pertains to the NGVD 29 superseded value.
 HG0963
 HG0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0963
 HG0963.The geoid height was determined by GEOID03.
 HG0963
 HG0963;                    North         East     Units Scale Factor Converg.
 HG0963;SPC KS S     -   478,381.014   305,032.955   MT  0.99998163   -0 39 31.9
 HG0963;UTM  14      - 4,135,848.010   449,339.612   MT  0.99963161   -0 20 50.1
 HG0963
 HG0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0963!SPC KS S     -   0.99989489  x   0.99998163  =   0.99987652
 HG0963!UTM  14      -   0.99989489  x   0.99963161  =   0.99952654
 HG0963
 HG0963|---------------------------------------------------------------------|
 HG0963| PID    Reference Object                     Distance      Geod. Az  |
 HG0963|                                                           dddmmss.s |
 HG0963| CK9073 BURNEY RM 1                                        11646     |
 HG0963| CK9074 BURNEY RM 2                                        23147     |
 HG0963| CK9072 BURNEY AZ MK                                       3262045.0 |
 HG0963|---------------------------------------------------------------------|
 HG0963
 HG0963                          SUPERSEDED SURVEY CONTROL
 HG0963
 HG0963  NAD 83(1997)-  37 22 04.72313(N)    099 34 19.69458(W) AD(       ) 2
 HG0963  NAD 83(1986)-  37 22 04.71717(N)    099 34 19.69036(W) AD(       ) 2
 HG0963  NAD 27      -  37 22 04.63417(N)    099 34 18.25190(W) AD(       ) 2
 HG0963  NGVD 29 (07/19/86)  696.7    (m)         2286.     (f) LEVELING    3  
 HG0963
 HG0963.Superseded values are not recommended for survey control.
 HG0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0963.See file dsdata.txt to determine how the superseded data were derived.
 HG0963
 HG0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG4934035848(NAD 83)
 HG0963_MARKER: DS = TRIANGULATION STATION DISK
 HG0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0963
 HG0963  HISTORY     - Date     Condition        Report By
 HG0963  HISTORY     - 1964     MONUMENTED       CGS
 HG0963
 HG0963                          STATION DESCRIPTION
 HG0963
 HG0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0963'THE STATION IS LOCATED 15-1/2 MILES SOUTHWEST OF MULLINVILLE, 12-1/2
 HG0963'MILES SOUTH OF BUCKLIN, ON THE HIGHEST POINT OF A LOW GRASSY KNOLL,
 HG0963'IN SECTION 2, T 31 S, R 21 W, ON PROPERTY OWNED BY MR. RALPH BURNEY.
 HG0963'
 HG0963'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 54 AND STATE
 HG0963'HIGHWAY 34 IN BUCKLIN, GO SOUTH ON STATE HIGHWAY 34 FOR 9.65 MILES
 HG0963'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR
 HG0963'0.75 MILE TO A FORK IN THE ROAD.  TAKE THE RIGHT FORK AND GO SOUTH
 HG0963'ON A GRAVELED ROAD FOR 2.25 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 HG0963'STRAIGHT AHEAD AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO THE
 HG0963'END OF THE ROAD AND A FARMHOUSE ON THE LEFT AND A WIRE GATE
 HG0963'STRAIGHT AHEAD.  PASS THROUGH THE WIRE GATE AND GO SOUTHEAST ON A
 HG0963'TRACK ROAD FOR 0.45 MILE TO A FORK IN THE ROAD.  TAKE THE LEFT FORK
 HG0963'AND GO SOUTHEAST AND EAST ON A TRACK ROAD FOR 0.45 MILE TO A FENCE
 HG0963'CORNER AND A WIRE GATE ON THE RIGHT AND THE AZIMUTH MARK ON THE
 HG0963'RIGHT.  PASS THROUGH THE WIRE GATE AND GO SOUTHEAST ON A TRACK ROAD
 HG0963'FOLLOWING ALONG THE TOP OF THE RIDGE FOR 0.5 MILE TO THE STATION.
 HG0963'
 HG0963'THE STATION MARKS ARE STANDARD DISKS STAMPED BURNEY 1964.  THE
 HG0963'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CONCRETE POST WHICH
 HG0963'PROJECTS 2 INCHES.  THE UNDERGROUND DISK IS SET IN A MASS OF
 HG0963'CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 HG0963'
 HG0963'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BURNEY NO 1 1964, IS SET
 HG0963'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 HG0963'INCHES.
 HG0963'
 HG0963'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BURNEY NO 2 1964, IS SET
 HG0963'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 HG0963'INCHES.
 HG0963'
 HG0963'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURNEY 1964, IS SET IN
 HG0963'THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 HG0963'IT IS 22 FEET WEST OF A FENCE CORNER, 12 FEET WEST OF THE CENTER OF
 HG0963'A WIRE GATE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 HG0963'
 HG0963'NOTE--5 KG TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0341 ***********************************************************************
 JF0341  DESIGNATION -  BURNS
 JF0341  PID         -  JF0341
 JF0341  STATE/COUNTY-  KS/BUTLER
 JF0341  USGS QUAD   -  FLORENCE SE (1962)
 JF0341
 JF0341                         *CURRENT SURVEY CONTROL
 JF0341  ___________________________________________________________________
 JF0341* NAD 83(1997)-  38 04 22.36079(N)    096 51 49.70634(W)     ADJUSTED  
 JF0341* NAVD 88     -       468.450  (meters)    1536.91   (feet)  ADJUSTED  
 JF0341  ___________________________________________________________________
 JF0341  X           -    -600,869.790 (meters)                     COMP
 JF0341  Y           -  -4,991,756.591 (meters)                     COMP
 JF0341  Z           -   3,912,085.919 (meters)                     COMP
 JF0341  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 JF0341  ELLIP HEIGHT-         438.98  (meters)          (10/02/98) GPS OBS
 JF0341  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 JF0341  DYNAMIC HT  -         468.094 (meters)    1535.74  (feet)  COMP
 JF0341  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 JF0341
 JF0341  HORZ ORDER  -  FIRST
 JF0341  VERT ORDER  -  SECOND    CLASS 0
 JF0341  ELLP ORDER  -  FOURTH    CLASS I
 JF0341
 JF0341.The horizontal coordinates were established by classical geodetic methods
 JF0341.and adjusted by the National Geodetic Survey in October 1998..
 JF0341
 JF0341.The orthometric height was determined by differential leveling
 JF0341.and adjusted by the National Geodetic Survey in June 1991..
 JF0341
 JF0341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF0341
 JF0341.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0341
 JF0341.The ellipsoidal height was determined by GPS observations
 JF0341.and is referenced to NAD 83.
 JF0341
 JF0341.The geoid height was determined by GEOID03.
 JF0341
 JF0341.The dynamic height is computed by dividing the NAVD 88
 JF0341.geopotential number by the normal gravity value computed on the
 JF0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0341.degrees latitude (g = 980.6199 gals.).
 JF0341
 JF0341.The modeled gravity was interpolated from observed gravity values.
 JF0341
 JF0341;                    North         East     Units Scale Factor Converg.
 JF0341;SPC KS S     -   557,328.397   543,552.450   MT  0.99993958   +1 00 19.8
 JF0341;UTM  14      - 4,216,055.628   687,376.752   MT  1.00003243   +1 19 03.7
 JF0341
 JF0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0341!SPC KS S     -   0.99993112  x   0.99993958  =   0.99987071
 JF0341!UTM  14      -   0.99993112  x   1.00003243  =   0.99996355
 JF0341
 JF0341:                Primary Azimuth Mark                     Grid Az
 JF0341:SPC KS S     -  AIKMAN ATSF RR STANDPIPE                 119 21 47.9
 JF0341:UTM  14      -  AIKMAN ATSF RR STANDPIPE                 119 03 04.0
 JF0341
 JF0341|---------------------------------------------------------------------|
 JF0341| PID    Reference Object                     Distance      Geod. Az  |
 JF0341|                                                           dddmmss.s |
 JF0341| HF1168 AIKMAN ATSF RR STANDPIPE            APPROX.18.4 KM 1202207.7 |
 JF0341| CL4379 BURNS AZ MK                                        1604241.0 |
 JF0341| JF0342 BURNS RM 1                           58.461 METERS 17316     |
 JF0341| JF0343 BURNS RM 2                           22.909 METERS 25957     |
 JF0341| JF1442 BURNS MUN WATER TANK                APPROX. 3.1 KM 3183031.5 |
 JF0341|---------------------------------------------------------------------|
 JF0341
 JF0341                          SUPERSEDED SURVEY CONTROL
 JF0341
 JF0341  NAD 83(1997)-  38 04 22.36724(N)    096 51 49.70161(W) AD(       ) 1
 JF0341  NAD 83(1986)-  38 04 22.36987(N)    096 51 49.70359(W) AD(       ) 1
 JF0341  NAD 27      -  38 04 22.29502(N)    096 51 48.61136(W) AD(       ) 1
 JF0341  NGVD 29 (??/??/92)  468.261  (m)         1536.29   (f) ADJ UNCH    2 0
 JF0341
 JF0341.Superseded values are not recommended for survey control.
 JF0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0341.See file dsdata.txt to determine how the superseded data were derived.
 JF0341
 JF0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH8737716056(NAD 83)
 JF0341_MARKER: DS = TRIANGULATION STATION DISK
 JF0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0341_SP_SET: CONCRETE POST
 JF0341_STAMPING: BURNS 1935
 JF0341_MARK LOGO: CGS   
 JF0341_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0341+STABILITY: SURFACE MOTION
 JF0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0341+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1989
 JF0341
 JF0341  HISTORY     - Date     Condition        Report By
 JF0341  HISTORY     - 1935     MONUMENTED       CGS
 JF0341  HISTORY     - 1935     GOOD             CGS
 JF0341  HISTORY     - 1940     GOOD             CGS
 JF0341  HISTORY     - 1962     GOOD             CGS
 JF0341  HISTORY     - 1966     GOOD             CGS
 JF0341  HISTORY     - 1975     GOOD             NGS
 JF0341  HISTORY     - 19890701 GOOD             NGS
 JF0341
 JF0341                          STATION DESCRIPTION
 JF0341
 JF0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF0341'STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF BURNS, SOUTHEAST
 JF0341'QUARTER OF SECTION 3, T. 23 S., R. 5 E.
 JF0341'
 JF0341'TO REACH FROM THE MAIN CROSS STREETS IN BURNS, GO EAST ON
 JF0341'GRAVEL ROAD 0.35 MILE TO U.S. HIGHWAY 77, TURN RIGHT (SOUTHEAST)
 JF0341'ON U.S. HIGHWAY 77 FOR 1.5 MILES TO TOP OF RIDGE AND STATION.
 JF0341'MARK IS ON LEFT (EAST), 150 FEET NORTH OF HEAVY CORNER POST
 JF0341'WHERE DIRECTION OF FENCE CHANGES DIRECTION 20 DEGREES, 140 FEET
 JF0341'EAST OF CENTER LINE OF U.S. HIGHWAY 77, ABOUT 250 FEET NORTHEAST
 JF0341'OF EARTH FILL FORMING ROADWAY ACROSS DITCH AND PROJECTS 6
 JF0341'INCHES.
 JF0341'
 JF0341'REFERENCE MARK NO. 1 IS 40 FEET NORTHEAST OF CENTER LINE OF CURVE
 JF0341'IN HIGHWAY, ABOUT 50 FEET SOUTHEAST OF HEAVY FENCE POST AND
 JF0341'PROJECTS 6 INCHES.
 JF0341'
 JF0341'REFERENCE MARK NO. 2 IS 45 FEET EAST OF CENTER LINE OF HIGHWAY,
 JF0341'3 FEET EAST OF EDGE OF DITCH AND PROJECTS 6 INCHES.
 JF0341'
 JF0341'AZIMUTH MARK IS REACHED BY GOING SOUTHEAST ON U.S. HIGHWAY 77
 JF0341'FOR 0.6 MILE TO FENCE CORNER ON LEFT (NORTH).  MARK IS 2 FEET
 JF0341'EAST, 2 FEET NORTH OF FENCE CORNER, AND 40 FEET NORTH OF CENTER
 JF0341'LINE OF HIGHWAY AND PROJECTS 6 INCHES.
 JF0341'
 JF0341'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 JF0341'DESCRIBED.
 JF0341'
 JF0341'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JF0341
 JF0341                          STATION RECOVERY (1935)
 JF0341
 JF0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 JF0341'1.6 MI SE FROM BURNS.
 JF0341'IN BUTLER COUNTY, 1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 77 FROM
 JF0341'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT BURNS, MARION
 JF0341'COUNTY, 250 FEET NORTHEAST OF AN EARTH FILL FORMING A ROADWAY
 JF0341'ACROSS A DITCH, 140 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JF0341'150 FEET NORTH OF A HEAVY FENCE POST AT THE CORNER OF A WIRE
 JF0341'FENCE, 47 FEET NORTH OF A GATE, AND 1 FOOT WEST OF A WIRE FENCE.
 JF0341'A STANDARD TRIANGULATION-STATION DISK, STAMPED BURNS 1935 AND
 JF0341'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 JF0341'GROUND.
 JF0341
 JF0341                          STATION RECOVERY (1940)
 JF0341
 JF0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 JF0341'STATION, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH MARK
 JF0341'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JF0341
 JF0341                          STATION RECOVERY (1962)
 JF0341
 JF0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 JF0341'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 JF0341'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION,
 JF0341'THE DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK WERE
 JF0341'VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1 MISSED THE
 JF0341'PREVIOUS DISTANCE BY .050 METER AND THE DISTANCE TO REFERENCE
 JF0341'MARK NO. 2 MISSED THE PREVIOUS DISTANCE BY .016 METER.
 JF0341'
 JF0341'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JF0341'
 JF0341'THE STATION IS ABOUT 17 MILES NORTH OF ELDORADO, 1-1/2 MILES
 JF0341'SOUTH OF BURNS, IN THE SOUTHEAST QUARTER OF SECTION 3, T 23 S,
 JF0341'R 5 E, ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 JF0341'
 JF0341'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND
 JF0341'54, IN DOWNTOWN ELDORADO, GO NORTH ON HIGHWAY 77 FOR 6.4 MILES TO
 JF0341'A SMALL BRICK SCHOOL BUILDING ON THE LEFT.  CONTINUE NORTH ON
 JF0341'HIGHWAY 77 FOR 5.2 MILES TO A CROSSROAD AND A SIGN POTWIN.
 JF0341'CONTINUE NORTH ON HIGHWAY 77 FOR 5.5 MILES TO A FENCE CORNER AND
 JF0341'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 77 FOR
 JF0341'0.6 MILE TO A POWERLINE CROSSING AT THE TOP OF A RIDGE AND THE
 JF0341'STATION ON THE RIGHT.
 JF0341'
 JF0341'STATION MARKS ARE STANDARD DISKS STAMPED BURNS 1935.  THE SURFACE
 JF0341'DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 JF0341'IT IS 115 FEET EAST OF THE CENTER LINE OF HIGHWAY 77, 32 FEET
 JF0341'NORTH OF A POWER POLE, 4 FEET NORTH OF A METAL WITNESS POST AND
 JF0341'1 FOOT WEST OF A FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 JF0341'
 JF0341'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURNS NO 1 1935,
 JF0341'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 9 INCHES. IT IS
 JF0341'160 FEET SOUTH OF THE POWER POLE, 42 FEET EAST OF THE CENTER LINE
 JF0341'OF HIGHWAY 77 AND 2.5 FEET EAST OF A FENCE.
 JF0341'
 JF0341'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BURNS NO 2 1935,
 JF0341'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 JF0341'78.5 FEET WEST OF THE POWER POLE AND 42 FEET EAST OF THE CENTER
 JF0341'LINE OF HIGHWAY 77.
 JF0341'
 JF0341'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BURNS AZI
 JF0341'1935, SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 JF0341'IS 43 FEET EAST OF THE CENTER LINE OF HIGHWAY 77, 3 FEET
 JF0341'SOUTHEAST OF A FENCE CORNER AND 1.8 FEET NORTHEAST OF A METAL
 JF0341'WITNESS POST.
 JF0341'
 JF0341'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 JF0341
 JF0341                          STATION RECOVERY (1966)
 JF0341
 JF0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JF0341'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF0341'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF0341'FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 JF0341'REFERENCE MARKS VERIFIED THE 1962 DESCRIPTION.  THE DESCRIPTION
 JF0341'WAS FOUND ADEQUATE FOR RECOVERY.
 JF0341'
 JF0341'A REPORT WAS RECEIVED THAT DISCREPANCIES WERE FOUND AT THIS
 JF0341'STATION BUT OBSERVATIONS AND DISTANCES WERE VERIFIED.
 JF0341
 JF0341                          STATION RECOVERY (1975)
 JF0341
 JF0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JF0341'STATION, RM 1, AND AZIMUTH MARKERS WERE RECOVERED AS DESCRIBED.  ALL
 JF0341'WERE IN GOOD CONDITION.  RM 2, WAS APPARENTLY DESTROYED.
 JF0341
 JF0341                          STATION RECOVERY (1989)
 JF0341
 JF0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JF0341'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHEAST OF BURNS,
 JF0341'ALONG U.S. HIGHWAY 77, AT A NORTH-SOUTH FENCE LINE, IN AN UNFENCED
 JF0341'AREA USED FOR HAY.  OWNERSHIP--UNKNOWN.
 JF0341'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND THE
 JF0341'PAVED ROAD ON THE EAST SIDE OF BURNS, GO SOUTHEAST ON HIGHWAY 77 FOR
 JF0341'0.67 KM (0.40 MI) TO A GRAVEL CROSSROAD.  CONTINUE AHEAD FOR 1.74 KM
 JF0341'(1.10 MI) TO A FIELD ENTRANCE ON THE LEFT AT HIGH GROUND, JUST BEFORE
 JF0341'REACHING A ROAD RIGHT.  TURN LEFT ON TRACK ROAD FOR 30.4 M (99.7 FT)
 JF0341'TO A GATE AND THE STATION ON THE LEFT.
 JF0341'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 JF0341'CONCRETE POST PROJECTING 5 CM ABOVE THE GROUND.  LOCATED 35.0 M
 JF0341'(114.8 FT) NORTHEAST OF THE HIGHWAY CENTER, 12.7 M (41.7 FT) NORTH OF
 JF0341'THE FIELD ENTRANCE CENTER, 8.3 M (27.2 FT) NORTH OF A UTILITY POLE,
 JF0341'1.1 M (3.6 FT) NORTH OF A METAL WITNESS POST AND 0.2 M (0.7 FT) WEST
 JF0341'OF A WIRE FENCE.
 JF0341'DESCRIBED BY G.R. HEID, TYPED BY HJS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1442 ***********************************************************************
 JF1442  DESIGNATION -  BURNS MUN WATER TANK
 JF1442  PID         -  JF1442
 JF1442  STATE/COUNTY-  KS/BUTLER
 JF1442  USGS QUAD   -  BURNS (1962)
 JF1442
 JF1442                         *CURRENT SURVEY CONTROL
 JF1442  ___________________________________________________________________
 JF1442* NAD 83(1997)-  38 05 37.38167(N)    096 53 13.67532(W)     ADJUSTED  
 JF1442* NAVD 88     -                                                        
 JF1442  ___________________________________________________________________
 JF1442  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 JF1442  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 JF1442
 JF1442  HORZ ORDER  -  THIRD
 JF1442
 JF1442.The horizontal coordinates were established by classical geodetic methods
 JF1442.and adjusted by the National Geodetic Survey in October 1998..
 JF1442
 JF1442
 JF1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1442
 JF1442.The geoid height was determined by GEOID03.
 JF1442
 JF1442;                    North         East     Units Scale Factor Converg.
 JF1442;SPC KS S     -   559,605.359   541,466.237   MT  0.99994062   +0 59 28.1
 JF1442;UTM  14      - 4,218,321.377   685,277.967   MT  1.00002280   +1 18 14.1
 JF1442
 JF1442                          SUPERSEDED SURVEY CONTROL
 JF1442
 JF1442  NAD 83(1997)-  38 05 37.38931(N)    096 53 13.67270(W) AD(       ) 4
 JF1442  NAD 83(1986)-  38 05 37.39130(N)    096 53 13.67354(W) AD(       ) 4
 JF1442  NAD 27      -  38 05 37.29005(N)    096 53 12.59378(W) AD(       ) 3
 JF1442
 JF1442.Superseded values are not recommended for survey control.
 JF1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1442.See file dsdata.txt to determine how the superseded data were derived.
 JF1442
 JF1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH8527818321(NAD 83)
 JF1442_MARKER: 51 = TANK
 JF1442
 JF1442  HISTORY     - Date     Condition        Report By
 JF1442  HISTORY     - 1935     FIRST OBSERVED   CGS
 JF1442  HISTORY     - 1972     GOOD             NGS
 JF1442  HISTORY     - 1975     GOOD             NGS
 JF1442
 JF1442                          STATION DESCRIPTION
 JF1442
 JF1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1442'POINT OBSERVED UPON WAS FINIAL ATOP MUNICIPAL WATER TANK
 JF1442'LOCATED IN THE NORTHEAST PORTION OF BURNS.  ABOUT 100 FEET
 JF1442'HIGH.
 JF1442'
 JF1442'STATION OBSERVED UPON FROM ELDORADO, ERWIN, BURNS, CHASE,
 JF1442'LOUIS, MESSER AND LUDWIG.
 JF1442
 JF1442                          STATION RECOVERY (1972)
 JF1442
 JF1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1442'THE STATION, BURNS MUNICIPAL WATER TANK 1935, WAS RECOVERED
 JF1442'AS DESCRIBED BY C.I.A. IN 1935.
 JF1442
 JF1442                          STATION RECOVERY (1975)
 JF1442
 JF1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (B)
 JF1442'TO REACH FROM THE SITE GO 2.5 MILES TO THE INTERSECTION OF THE DIRT
 JF1442'ROAD LEADING EAST FROM THE SITE AND THE NORTH-SOUTH ROAD LEADING
 JF1442'NORTH INTO BURNS, KANSAS.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO THE
 JF1442'CAL TGT ON THE LEFT (WEST) SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0342 ***********************************************************************
 JF0342  DESIGNATION -  BURNS RM 1
 JF0342  PID         -  JF0342
 JF0342  STATE/COUNTY-  KS/BUTLER
 JF0342  USGS QUAD   -  FLORENCE SE (1962)
 JF0342
 JF0342                         *CURRENT SURVEY CONTROL
 JF0342  ___________________________________________________________________
 JF0342* NAD 83(1986)-  38 04 22.     (N)    096 51 49.     (W)     SCALED    
 JF0342* NAVD 88     -       467.700  (meters)    1534.45   (feet)  ADJUSTED  
 JF0342  ___________________________________________________________________
 JF0342  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 JF0342  DYNAMIC HT  -         467.344 (meters)    1533.28  (feet)  COMP
 JF0342  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 JF0342
 JF0342  VERT ORDER  -  SECOND    CLASS 0
 JF0342
 JF0342.The horizontal coordinates were scaled from a topographic map and have
 JF0342.an estimated accuracy of +/- 6 seconds.
 JF0342
 JF0342.The orthometric height was determined by differential leveling
 JF0342.and adjusted by the National Geodetic Survey in June 1991..
 JF0342
 JF0342.The geoid height was determined by GEOID03.
 JF0342
 JF0342.The dynamic height is computed by dividing the NAVD 88
 JF0342.geopotential number by the normal gravity value computed on the
 JF0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0342.degrees latitude (g = 980.6199 gals.).
 JF0342
 JF0342.The modeled gravity was interpolated from observed gravity values.
 JF0342
 JF0342;                    North         East    Units  Estimated Accuracy
 JF0342;SPC KS S     -   557,320.      543,570.      MT  (+/- 180 meters Scaled)
 JF0342
 JF0342                          SUPERSEDED SURVEY CONTROL
 JF0342
 JF0342  NGVD 29 (??/??/92)  467.510  (m)         1533.82   (f) ADJ UNCH    2 0
 JF0342
 JF0342.Superseded values are not recommended for survey control.
 JF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0342.See file dsdata.txt to determine how the superseded data were derived.
 JF0342
 JF0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH873160(NAD 83)
 JF0342_MARKER: DR = REFERENCE MARK DISK
 JF0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0342_STAMPING: BURNS NO 1 1935
 JF0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0342+STABILITY: SURFACE MOTION
 JF0342
 JF0342  HISTORY     - Date     Condition        Report By
 JF0342  HISTORY     - 1935     MONUMENTED       CGS
 JF0342
 JF0342                          STATION DESCRIPTION
 JF0342
 JF0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JF0342'1.6 MI SE FROM BURNS.
 JF0342'IN BUTLER COUNTY, 1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 FROM
 JF0342'THE ATCHISON, TOPEKA AND STATE FE RAILWAY STATION AT BURNS,
 JF0342'MARION COUNTY, 142 FEET SOUTH OF A GATE, 50 FEET SOUTHEAST OF A
 JF0342'HEAVY FENCE POST, 40 FEET NORTHEAST OF THE CENTERLINE OF THE
 JF0342'HIGHWAY, AT A CURVE, AND 2.1 FEET EAST OF A WIRE FENCE.  A
 JF0342'STANDARD REFERENCE-MARK DISK, STAMPED BURNS NO 1 1935 AND SET IN
 JF0342'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0343 ***********************************************************************
 JF0343  DESIGNATION -  BURNS RM 2
 JF0343  PID         -  JF0343
 JF0343  STATE/COUNTY-  KS/BUTLER
 JF0343  USGS QUAD   -  FLORENCE SE (1962)
 JF0343
 JF0343                         *CURRENT SURVEY CONTROL
 JF0343  ___________________________________________________________________
 JF0343* NAD 83(1986)-  38 04 22.     (N)    096 51 49.     (W)     SCALED    
 JF0343* NAVD 88     -       468.354  (meters)    1536.59   (feet)  ADJUSTED  
 JF0343  ___________________________________________________________________
 JF0343  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 JF0343  DYNAMIC HT  -         467.998 (meters)    1535.42  (feet)  COMP
 JF0343  MODELED GRAV-     979,854.6   (mgal)                       NAVD 88
 JF0343
 JF0343  VERT ORDER  -  SECOND    CLASS 0
 JF0343
 JF0343.The horizontal coordinates were scaled from a topographic map and have
 JF0343.an estimated accuracy of +/- 6 seconds.
 JF0343
 JF0343.The orthometric height was determined by differential leveling
 JF0343.and adjusted by the National Geodetic Survey in June 1991..
 JF0343
 JF0343.The geoid height was determined by GEOID03.
 JF0343
 JF0343.The dynamic height is computed by dividing the NAVD 88
 JF0343.geopotential number by the normal gravity value computed on the
 JF0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0343.degrees latitude (g = 980.6199 gals.).
 JF0343
 JF0343.The modeled gravity was interpolated from observed gravity values.
 JF0343
 JF0343;                    North         East    Units  Estimated Accuracy
 JF0343;SPC KS S     -   557,320.      543,570.      MT  (+/- 180 meters Scaled)
 JF0343
 JF0343                          SUPERSEDED SURVEY CONTROL
 JF0343
 JF0343  NGVD 29 (??/??/92)  468.165  (m)         1535.97   (f) ADJ UNCH    2 0
 JF0343
 JF0343.Superseded values are not recommended for survey control.
 JF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0343.See file dsdata.txt to determine how the superseded data were derived.
 JF0343
 JF0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH873160(NAD 83)
 JF0343_MARKER: DR = REFERENCE MARK DISK
 JF0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0343_STAMPING: BURNS NO 2 1935
 JF0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0343+STABILITY: SURFACE MOTION
 JF0343
 JF0343  HISTORY     - Date     Condition        Report By
 JF0343  HISTORY     - 1935     MONUMENTED       CGS
 JF0343
 JF0343                          STATION DESCRIPTION
 JF0343
 JF0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JF0343'1.6 MI SE FROM BURNS.
 JF0343'IN BUTLER COUNTY, 1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 77 FROM
 JF0343'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT BURNS,
 JF0343'MARION COUNTY, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JF0343'75.9 FEET WEST OF A WIRE FENCE, 47 FEET NORTH OF A GATE, AND 3
 JF0343'FEET EAST OF THE EDGE OF A DITCH.  A STANDARD REFERENCE-MARK
 JF0343'DISK, STAMPED BURNS NO 2 1935 AND SET IN THE TOP OF A CONCRETE
 JF0343'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0587 ***********************************************************************
 KG0587  DESIGNATION -  BURR OAK
 KG0587  PID         -  KG0587
 KG0587  STATE/COUNTY-  KS/JEWELL
 KG0587  USGS QUAD   -  BURR OAK (1968)
 KG0587
 KG0587                         *CURRENT SURVEY CONTROL
 KG0587  ___________________________________________________________________
 KG0587* NAD 83(1997)-  39 52 18.11544(N)    098 21 37.39666(W)     ADJUSTED  
 KG0587* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 KG0587  ___________________________________________________________________
 KG0587  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 KG0587  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 KG0587
 KG0587  HORZ ORDER  -  SECOND
 KG0587
 KG0587.The horizontal coordinates were established by classical geodetic methods
 KG0587.and adjusted by the National Geodetic Survey in October 1998..
 KG0587
 KG0587.The orthometric height was scaled from a topographic map.
 KG0587
 KG0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0587
 KG0587.The geoid height was determined by GEOID03.
 KG0587
 KG0587;                    North         East     Units Scale Factor Converg.
 KG0587;SPC KS N     -   170,845.058   369,167.164   MT  1.00001553   -0 13 40.9
 KG0587;SPC NE       -     5,590.211   640,274.554   MT  1.00006041   +1 05 11.6
 KG0587;UTM  14      - 4,413,712.923   554,699.341   MT  0.99963683   +0 24 36.2
 KG0587
 KG0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0587!SPC KS N     -   0.99991730  x   1.00001553  =   0.99993283
 KG0587!SPC NE       -   0.99991730  x   1.00006041  =   0.99997771
 KG0587!UTM  14      -   0.99991730  x   0.99963683  =   0.99955416
 KG0587
 KG0587|---------------------------------------------------------------------|
 KG0587| PID    Reference Object                     Distance      Geod. Az  |
 KG0587|                                                           dddmmss.s |
 KG0587| CN8015 BURR OAK RM 3                        22.568 METERS 02415     |
 KG0587| CN8013 BURR OAK RM 1                        30.289 METERS 05426     |
 KG0587| KG0586 BURR OAK MUNICIPAL TANK             APPROX. 4.8 KM 0972012.6 |
 KG0587| KG0592 ESBON MUNICIPAL TANK                APPROX. 8.6 KM 2294149.0 |
 KG0587| CN8016 BURR OAK RM 4                        26.234 METERS 26400     |
 KG0587| CN8011 BURR OAK AZ MK                                     2711030.4 |
 KG0587| CN8012 BURR OAK AZ MK 2                                   2713329.5 |
 KG0587| CN8014 BURR OAK RM 2                        28.606 METERS 30832     |
 KG0587|---------------------------------------------------------------------|
 KG0587
 KG0587                          SUPERSEDED SURVEY CONTROL
 KG0587
 KG0587  NAD 83(1997)-  39 52 18.11788(N)    098 21 37.39753(W) AD(       ) 2
 KG0587  NAD 83(1986)-  39 52 18.12145(N)    098 21 37.39666(W) AD(       ) 2
 KG0587  NAD 27      -  39 52 18.08000(N)    098 21 36.20400(W) AD(       ) 2
 KG0587
 KG0587.Superseded values are not recommended for survey control.
 KG0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0587.See file dsdata.txt to determine how the superseded data were derived.
 KG0587
 KG0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK5469913713(NAD 83)
 KG0587_MARKER: DS = TRIANGULATION STATION DISK
 KG0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0587
 KG0587  HISTORY     - Date     Condition        Report By
 KG0587  HISTORY     - 1950     MONUMENTED       CGS
 KG0587  HISTORY     - 1968     GOOD             USGS
 KG0587  HISTORY     - 1969     GOOD             CGS
 KG0587
 KG0587                          STATION DESCRIPTION
 KG0587
 KG0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0587'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH AND 0.5 MILE WEST OF
 KG0587'OTEGO AND ABOUT 2.75 MILES WEST OF BURR OAK ON LAND OWNED BY MR.
 KG0587'CHARLES BENBOW OF BURR OAK.  IT IS 0.1 MILE EAST OF A CROSSROAD,
 KG0587'30.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD, AND 20.0 FEET
 KG0587'WEST OF THE CENTER OF A DRIVEWAY INTO A FIELD AND 1.5 FEET WEST
 KG0587'OF A WITNESS POST.  IT PROJECTS 7 INCHES AND IS STAMPED BURR
 KG0587'OAK 1950.
 KG0587'
 KG0587'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION, 60.0
 KG0587'FEET EAST OF A DRIVEWAY INTO A FIELD, AND 29.0 FEET NORTH OF THE
 KG0587'CENTER OF A GRADED ROAD AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE.
 KG0587'IT PROJECTS 10 INCHES AND IS STAMPED BURR OAK NO 1 1950.
 KG0587'
 KG0587'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION ABOUT
 KG0587'3.0 FEET ABOVE THE ELEVATION OF THE STATION.  IT IS 37.0 FEET WEST
 KG0587'OF A TELEPHONE BRACE POLE, 29.0 FEET NORTH OF THE CENTER OF A
 KG0587'GRADED ROAD AND DIRECTLY UNDER AND EAST-WEST FENCE.  IT PROJECTS
 KG0587'4 INCHES AND IS STAMPED BURR OAK NO 2 1950.
 KG0587'
 KG0587'THE AZIMUTH MARK IS 115.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KG0587'OF A FARM HOUSE, 64.0 FEET WEST OF A TELEPHONE POLE, AND 30.0
 KG0587'FEET NORTH OF THE CENTER OF A GRADED ROAD, AND 1.5 FEET SOUTHEAST
 KG0587'OF A FENCE CORNER AND 1.0 FOOT SOUTH OF A WITNESS POST.  IT
 KG0587'PROJECTS 4 INCHES AND IS STAMPED BURR OAK 1950.
 KG0587'
 KG0587'TO REACH THE STATION FROM THE FIRST INTERSECTION SOUTH OF THE
 KG0587'POST OFFICE IN BURR OAK, GO WEST ON A GRADED ROAD FOR 3.0 MILES
 KG0587'TO THE TOP OF THE GRADE AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0587'
 KG0587'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRADED
 KG0587'ROAD FOR 0.8 MILE TO A FARM HOME ON THE RIGHT AND THE STATION
 KG0587'IN THE SOUTHWEST CORNER OF THE FARM YARD AS DESCRIBED.
 KG0587'
 KG0587'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 KG0587
 KG0587                          STATION RECOVERY (1968)
 KG0587
 KG0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KG0587'THE STATION MARK WAS FOUND IN GOOD CONDITION.  A LOCAL DESCRIPTION
 KG0587'OF THE STATION MARK FOLLOWS- T. 2S, R. 9W., NEAR THE COR. OF SECS.
 KG0587'17, 18, 19 AND 20.  IT IS 0.1 MI. E. OF E X-RDS.  THE STATION
 KG0587'IS 28 FT. S. AND 99 FT. E. AND OF RD. AND FLD. ENT. S., 11 FT.
 KG0587'N. OF R/W FE., 1 FT. S. OF A WOODEN WITNESS POST.  ROAD HAS BEEN
 KG0587'WIDENED AND SOME DIRT CLEARED FROM AROUND THE STATION.  IT NOW
 KG0587'PROJECTS 18 IN. ABOVE THE GROUND, BUT STILL SOLID.  THE REF.
 KG0587'MKS.  AND AZIMUTH MARK WERE PRESUMED DESTROYED WHEN THE ROAD WAS
 KG0587'WIDENED.
 KG0587'
 KG0587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2.75
 KG0587'MI. W. OF BURR OAK
 KG0587
 KG0587                          STATION RECOVERY (1969)
 KG0587
 KG0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0587'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, THE
 KG0587'MARK IS NOW IN A ROAD DITCH AND WHEN THE ROAD WAS WIDENED THE
 KG0587'MARK WAS WORKED AROUND.  REFERENCE MARK NO. 1, REFERENCE MARK
 KG0587'NO. 2, AND THE AZIMUTH MARK WERE DESTROYED WHEN THE ROAD WAS
 KG0587'WIDENED.  THE ANGLE BETWEEN THE WATER TANKS SHOWN IN THE BOX
 KG0587'SCORE FAILED TO CHECK BY 10.6 SECONDS.
 KG0587'
 KG0587'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND A NEW AZIMUTH
 KG0587'MARK WERE SET.
 KG0587'
 KG0587'FOLLOWING IS A COMPLETE DESCRIPTION.
 KG0587'
 KG0587'TO REACH THE STATION FROM THE CROSS STREET WHICH IS ABOUT 200 FEET
 KG0587'SOUTH OF THE POST OFFICE IN BURR OAK, GO WEST ON THE MAIN
 KG0587'TRAVELED ROAD FOR 3.05 MILES TO THE TOP OF HILL AND THE STATION ON
 KG0587'THE LEFT.
 KG0587'
 KG0587'STATION MARK, A STANDARD DISK STAMPED BURR OAK 1950, IS SET IN THE
 KG0587'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 FOOT.  IT IS 87.5
 KG0587'FEET EAST OF THE EAST GATE POST FOR A GATE, 41.5 FEET
 KG0587'WEST-NORTHWEST OF A POWERLINE POLE, 28.5 FEET NORTH OF THE CENTER
 KG0587'OF THE ROAD, 10.5 FEET NORTH OF A FENCE, AND 1 FOOT SOUTH OF A
 KG0587'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KG0587'
 KG0587'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BURR OAK 1950 NO.
 KG0587'3 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KG0587'4 INCHES.  IT IS 127 FEET EAST OF THE CENTER OF A FIELD ENTRANCE,
 KG0587'40 FEET NORTH OF THE CENTER OF THE ROAD, AND 1 FOOT WEST OF A
 KG0587'TELEPHONE POLE.
 KG0587'
 KG0587'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BURR OAK 1950 NO.
 KG0587'4 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KG0587'3 INCHES.  IT IS 36.5 FEET SOUTH OF THE CENTER OF THE ROAD, 12
 KG0587'FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 1 FOOT NORTHEAST OF A
 KG0587'BRACE POST FOR A GATE, AND 1 FOOT NORTH OF A FENCE.
 KG0587'
 KG0587'AZIMUTH MARK, A STANDARD DISK STAMPED BURR OAK 1950 1969, IS SET
 KG0587'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 KG0587'IS 54 FEET NORTH OF THE CENTER OF THE ROAD, 16 FEET EAST OF THE
 KG0587'CENTER OF A FARM ENTRANCE, 3.5 FEET EAST-SOUTHEAST OF THE EAST
 KG0587'GATE POST FOR A GATE, 1 FOOT SOUTH OF A FENCE, AND 1 FOOT EAST
 KG0587'OF A METAL WITNESS POST.
 KG0587'
 KG0587'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 KG0587'GRAVELED ROAD FOR 0.75 MILE TO FARM ENTRANCE AND THE MARK ON
 KG0587'THE RIGHT.
 KG0587'
 KG0587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 KG0587'WEST OF BURR OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0586 ***********************************************************************
 KG0586  DESIGNATION -  BURR OAK MUNICIPAL TANK
 KG0586  PID         -  KG0586
 KG0586  STATE/COUNTY-  KS/JEWELL
 KG0586  USGS QUAD   -  BURR OAK (1968)
 KG0586
 KG0586                         *CURRENT SURVEY CONTROL
 KG0586  ___________________________________________________________________
 KG0586* NAD 83(1997)-  39 51 58.25852(N)    098 18 17.74441(W)     ADJUSTED  
 KG0586* NAVD 88     -                                                        
 KG0586  ___________________________________________________________________
 KG0586  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KG0586  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 KG0586
 KG0586  HORZ ORDER  -  THIRD
 KG0586
 KG0586.The horizontal coordinates were established by classical geodetic methods
 KG0586.and adjusted by the National Geodetic Survey in October 1998..
 KG0586
 KG0586
 KG0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0586
 KG0586.The geoid height was determined by GEOID03.
 KG0586
 KG0586;                    North         East     Units Scale Factor Converg.
 KG0586;SPC KS N     -   170,215.190   373,909.850   MT  1.00001449   -0 11 34.6
 KG0586;SPC NE       -     5,069.360   645,030.671   MT  1.00006312   +1 07 23.9
 KG0586;UTM  14      - 4,413,136.143   559,446.969   MT  0.99964351   +0 26 44.0
 KG0586
 KG0586                          SUPERSEDED SURVEY CONTROL
 KG0586
 KG0586  NAD 83(1997)-  39 51 58.26078(N)    098 18 17.74742(W) AD(       ) 4
 KG0586  NAD 83(1986)-  39 51 58.26443(N)    098 18 17.74552(W) AD(       ) 4
 KG0586  NAD 27      -  39 51 58.22000(N)    098 18 16.58000(W) AD(       ) 3
 KG0586
 KG0586.Superseded values are not recommended for survey control.
 KG0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0586.See file dsdata.txt to determine how the superseded data were derived.
 KG0586
 KG0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK5944713136(NAD 83)
 KG0586_MARKER: 53 = ELEVATED TANK
 KG0586
 KG0586  HISTORY     - Date     Condition        Report By
 KG0586  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0586  HISTORY     - 20050713 GOOD             USPSQD
 KG0586
 KG0586                          STATION DESCRIPTION
 KG0586
 KG0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0586'LOCATED IN THE SOUTHEAST EDGE OF TOWN AND JUST EAST OF THE
 KG0586'RAILROAD STATION.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 100
 KG0586'FEET HIGH WITH THE LETTERING BURR OAK ON THE NORTH AND SOUTH
 KG0586'SIDES OF THE TANK.  POINT OBSERVED UPON, FINIAL ON THE APEX
 KG0586'OF THE TANK ROOF.
 KG0586
 KG0586                          STATION RECOVERY (2005)
 KG0586
 KG0586'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KG0586'STATION FOUND GOOD. TANK IS NORTH OF BIRCH STREET AND 1 BLOCK EAST OF
 KG0586'MAIN STREET WHICH IS ALSO STATE ROAD 28. LEGS AND BOTTOM OF TANK ARE
 KG0586'BLACK. TANK BOWL AND ROOF ARE WHITE WITH BLACK LETTERING BURR OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1556 ***********************************************************************
 JF1556  DESIGNATION -  BURRTON
 JF1556  PID         -  JF1556
 JF1556  STATE/COUNTY-  KS/HARVEY
 JF1556  USGS QUAD   -  BURRTON (1959)
 JF1556
 JF1556                         *CURRENT SURVEY CONTROL
 JF1556  ___________________________________________________________________
 JF1556* NAD 83(1997)-  38 01 42.74847(N)    097 41 00.63752(W)     ADJUSTED  
 JF1556* NAVD 88     -       443.7    (meters)    1456.     (feet)  VERTCON   
 JF1556  ___________________________________________________________________
 JF1556  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 JF1556  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 JF1556
 JF1556  HORZ ORDER  -  FIRST
 JF1556
 JF1556.The horizontal coordinates were established by classical geodetic methods
 JF1556.and adjusted by the National Geodetic Survey in October 1998..
 JF1556
 JF1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1556
 JF1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1556
 JF1556.The geoid height was determined by GEOID03.
 JF1556
 JF1556;                    North         East     Units Scale Factor Converg.
 JF1556;SPC KS S     -   551,461.664   471,681.110   MT  0.99993778   +0 30 06.3
 JF1556;UTM  14      - 4,209,799.574   615,541.932   MT  0.99976442   +0 48 40.0
 JF1556
 JF1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1556!SPC KS S     -   0.99993483  x   0.99993778  =   0.99987261
 JF1556!UTM  14      -   0.99993483  x   0.99976442  =   0.99969927
 JF1556
 JF1556:                Primary Azimuth Mark                     Grid Az
 JF1556:SPC KS S     -  BURRTON RM 3 AZIMUTH                     087 42 00.7
 JF1556:UTM  14      -  BURRTON RM 3 AZIMUTH                     087 23 27.0
 JF1556
 JF1556|---------------------------------------------------------------------|
 JF1556| PID    Reference Object                     Distance      Geod. Az  |
 JF1556|                                                           dddmmss.s |
 JF1556| CL4382 BURRTON RM 3 AZIMUTH                               0881207.0 |
 JF1556| CL4380 BURRTON RM 1                         22.690 METERS 09738     |
 JF1556| JF1553 HALSTEAD N MUN TANK                 APPROX.14.8 KM 0993709.8 |
 JF1556| HF1426 HALSTEAD S MUN TANK                 APPROX.15.7 KM 1025337.8 |
 JF1556| JF1555 BURRTON MUN TANK                    APPROX. 1.2 KM 1273514.3 |
 JF1556| CL4381 BURRTON RM 2                         38.201 METERS 27055     |
 JF1556| JF1562 HUTCHINSON TV STA KPTS MAST         APPROX. 8.7 KM 2902609.4 |
 JF1556| JF1559 HUTCHINSON TV STA KTVH MAST         APPROX. 7.9 KM 2964415.2 |
 JF1556|---------------------------------------------------------------------|
 JF1556
 JF1556                          SUPERSEDED SURVEY CONTROL
 JF1556
 JF1556  NAD 83(1997)-  38 01 42.75736(N)    097 41 00.63772(W) AD(       ) 1
 JF1556  NAD 83(1986)-  38 01 42.75843(N)    097 41 00.63692(W) AD(       ) 1
 JF1556  NAD 27      -  38 01 42.71557(N)    097 40 59.47306(W) AD(       ) 1
 JF1556  NGVD 29 (07/19/86)  443.5    (m)         1455.     (f) VERT ANG       
 JF1556
 JF1556.Superseded values are not recommended for survey control.
 JF1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1556.See file dsdata.txt to determine how the superseded data were derived.
 JF1556
 JF1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1554209800(NAD 83)
 JF1556_MARKER: DS = TRIANGULATION STATION DISK
 JF1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1556+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2006
 JF1556
 JF1556  HISTORY     - Date     Condition        Report By
 JF1556  HISTORY     - 1972     MONUMENTED       NGS
 JF1556  HISTORY     - 20060117 GOOD             INDIV
 JF1556
 JF1556                          STATION DESCRIPTION
 JF1556
 JF1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1556'THE STATION IS ABOUT 13-1/2 MILES EAST AND 2 MILES SOUTH
 JF1556'OF HUTCHINSON, 9-1/2 MILES WEST AND 1-1/2 MILES NORTH OF
 JF1556'HALSTEAD, IN THE WEST EDGE OF BURRTON, IN THE NORTHWEST 1/4
 JF1556'OF SEC. 29, T 23 S., R. 3 W., AND ON THE SOUTH RIGHT-OF-WAY
 JF1556'OF U.S. HIGHWAY 50.
 JF1556'
 JF1556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 JF1556'AND BURRTON AVENUE IN THE NORTH EDGE OF BURRTON, GO WEST
 JF1556'ON U.S. HIGHWAY 50 FOR 0.35 MILE TO REFERENCE MARK 3 ON THE
 JF1556'LEFT IN THE MEDIAN OF THE ROAD.  CONTINUE WEST ON U.S. HIGHWAY
 JF1556'50 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 JF1556'
 JF1556'STATION MARKS ARE STANDARD DISK, STAMPED BURRTON 1972.  THE
 JF1556'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JF1556'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 47.0 FEET SOUTH
 JF1556'OF THE CENTER OF U.S. HIGHWAY 50, 15.6 FEET NORTHWEST OF A
 JF1556'WITNESS POST AND 11.0 FEET NORTH OF A FENCE.  THE UNDERGROUND
 JF1556'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 JF1556'THE GROUND SURFACE.
 JF1556'
 JF1556'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURRTON NO 1 1972,
 JF1556'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1556'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 62.4 FEET EAST
 JF1556'OF THE WITNESS POST, 58.0 FEET SOUTH OF THE CENTER OF U.S.
 JF1556'HIGHWAY 50, 1.0 FOOT NORTH OF A FENCE AND ABOUT THE SAME
 JF1556'ELEVATION AS THE STATION.
 JF1556'
 JF1556'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURRTON NO 2 1972,
 JF1556'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1556'THAT IS FLUSH WITH THE GROUND.  IT IS 46.0 FEET SOUTH OF THE
 JF1556'CENTER OF U.S. HIGHWAY 50, 19.0 FEET EAST OF THE CENTER OF A
 JF1556'GRAVELED ROAD, 2.0 FEET NORTH OF A STOP SIGN POST AND ABOUT
 JF1556'THE SAME ELEVATION AS THE STATION.
 JF1556'
 JF1556'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BURRTON NO 3 1972,
 JF1556'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1556'THAT IS FLUSH WITH THE GROUND.  IT IS 29.5 FEET WEST OF THE WEST
 JF1556'RAIL OF A RAILROAD TRACK, 26.0 FEET SOUTH OF THE CENTER OF THE
 JF1556'WEST BOUND LANE OF U.S. HIGHWAY 50, 16.0 FEET NORTH OF THE CENTER
 JF1556'OF THE EAST BOUND LANE OF U.S. HIGHWAY 50 AND 13.0 FEET
 JF1556'WEST-SOUTHWEST OF A RAILROAD SIGNAL LIGHT.
 JF1556'
 JF1556'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 JF1556
 JF1556                          STATION RECOVERY (2006)
 JF1556
 JF1556'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (WPF)
 JF1556'THE WITNESS POST IS MISSING IT'S SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1555 ***********************************************************************
 JF1555  DESIGNATION -  BURRTON MUN TANK
 JF1555  PID         -  JF1555
 JF1555  STATE/COUNTY-  KS/HARVEY
 JF1555  USGS QUAD   -  BURRTON (1959)
 JF1555
 JF1555                         *CURRENT SURVEY CONTROL
 JF1555  ___________________________________________________________________
 JF1555* NAD 83(1997)-  38 01 18.38988(N)    097 40 20.63818(W)     ADJUSTED  
 JF1555* NAVD 88     -                                                        
 JF1555  ___________________________________________________________________
 JF1555  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 JF1555  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 JF1555
 JF1555  HORZ ORDER  -  THIRD
 JF1555
 JF1555.The horizontal coordinates were established by classical geodetic methods
 JF1555.and adjusted by the National Geodetic Survey in October 1998..
 JF1555
 JF1555
 JF1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1555
 JF1555.The geoid height was determined by GEOID03.
 JF1555
 JF1555;                    North         East     Units Scale Factor Converg.
 JF1555;SPC KS S     -   550,719.305   472,663.199   MT  0.99993756   +0 30 30.9
 JF1555;UTM  14      - 4,209,062.654   616,527.845   MT  0.99976724   +0 49 04.2
 JF1555
 JF1555                          SUPERSEDED SURVEY CONTROL
 JF1555
 JF1555  NAD 83(1997)-  38 01 18.39877(N)    097 40 20.63836(W) AD(       ) 4
 JF1555  NAD 83(1986)-  38 01 18.39985(N)    097 40 20.63714(W) AD(       ) 4
 JF1555  NAD 27      -  38 01 18.35608(N)    097 40 19.47384(W) AD(       ) 3
 JF1555
 JF1555.Superseded values are not recommended for survey control.
 JF1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1555.See file dsdata.txt to determine how the superseded data were derived.
 JF1555
 JF1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1652809063(NAD 83)
 JF1555_MARKER: 53 = ELEVATED TANK
 JF1555
 JF1555  HISTORY     - Date     Condition        Report By
 JF1555  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1555
 JF1555                          STATION DESCRIPTION
 JF1555
 JF1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1555'THE STATION, BURRTON MUNICIPAL TANK, IS THE CENTER OF THE TOP
 JF1555'OF AN ELEVATED TANK, SUPPORTED BY FOUR LEGS AND IS PAINTED
 JF1555'SILVER.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 150 FEET AND
 JF1555'IS LOCATED IN THE CITY PARK AT THE SOUTHEAST ANGLE OF THE
 JF1555'INTERSECTION OF HARVEY AND CENTER STREETS IN BURRTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0882 ***********************************************************************
 JG0882  DESIGNATION -  BUSH RESET
 JG0882  PID         -  JG0882
 JG0882  STATE/COUNTY-  KS/PAWNEE
 JG0882  USGS QUAD   -  ROZEL (1970)
 JG0882
 JG0882                         *CURRENT SURVEY CONTROL
 JG0882  ___________________________________________________________________
 JG0882* NAD 83(1997)-  38 07 44.41137(N)    099 25 59.14645(W)     ADJUSTED  
 JG0882* NAVD 88     -       659.     (meters)    2162.     (feet)  SCALED    
 JG0882  ___________________________________________________________________
 JG0882  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 JG0882  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0882
 JG0882  HORZ ORDER  -  FIRST
 JG0882
 JG0882.The horizontal coordinates were established by classical geodetic methods
 JG0882.and adjusted by the National Geodetic Survey in October 1998..
 JG0882
 JG0882.The orthometric height was scaled from a topographic map.
 JG0882
 JG0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0882
 JG0882.The geoid height was determined by GEOID03.
 JG0882
 JG0882;                    North         East     Units Scale Factor Converg.
 JG0882;SPC KS S     -   562,707.556   318,193.690   MT  0.99994270   -0 34 24.3
 JG0882;UTM  14      - 4,220,216.925   462,041.928   MT  0.99961774   -0 16 02.7
 JG0882
 JG0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0882!SPC KS S     -   0.99990065  x   0.99994270  =   0.99984335
 JG0882!UTM  14      -   0.99990065  x   0.99961774  =   0.99951843
 JG0882
 JG0882:                Primary Azimuth Mark                     Grid Az
 JG0882:SPC KS S     -  ROZEL CO OP GRAIN ELEVATOR               022 31 48.7
 JG0882:UTM  14      -  ROZEL CO OP GRAIN ELEVATOR               022 13 27.1
 JG0882
 JG0882|---------------------------------------------------------------------|
 JG0882| PID    Reference Object                     Distance      Geod. Az  |
 JG0882|                                                           dddmmss.s |
 JG0882| JG0883 ROZEL CO OP GRAIN ELEVATOR          APPROX. 7.8 KM 0215724.4 |
 JG0882| CK9083 BUSH RM 4                           208.782 METERS 04857     |
 JG0882| CK9080 BUSH AZ MK                                         0711937.7 |
 JG0882| JG0871 KANSAS STATE HOSPITAL WATER TANK    APPROX.24.8 KM 0790257.4 |
 JG0882| JG0872 KANSAS STATE HOSP TALL STACK        APPROX.24.7 KM 0791854.0 |
 JG0882| CK9084 BUSH RM 5                           168.844 METERS 11941     |
 JG0882| CK9081 BUSH RM 1                            97.940 METERS 15416     |
 JG0882| CK9082 BUSH RM 2                            86.500 METERS 17916     |
 JG0882| JG0903 BURDETT COOP GRAIN ELEVATOR         APPROX.10.7 KM 3110941.3 |
 JG0882|---------------------------------------------------------------------|
 JG0882
 JG0882                          SUPERSEDED SURVEY CONTROL
 JG0882
 JG0882  NAD 83(1997)-  38 07 44.41910(N)    099 25 59.14533(W) AD(       ) 1
 JG0882  NAD 83(1986)-  38 07 44.41890(N)    099 25 59.14538(W) AD(       ) 1
 JG0882  NAD 27      -  38 07 44.35917(N)    099 25 57.72617(W) AD(       ) 1
 JG0882
 JG0882.Superseded values are not recommended for survey control.
 JG0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0882.See file dsdata.txt to determine how the superseded data were derived.
 JG0882
 JG0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6204220217(NAD 83)
 JG0882_MARKER: DS = TRIANGULATION STATION DISK
 JG0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0882_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0882
 JG0882  HISTORY     - Date     Condition        Report By
 JG0882  HISTORY     - 1934     MONUMENTED       CGS
 JG0882  HISTORY     - 1950     GOOD             CGS
 JG0882  HISTORY     - 1964     GOOD             CGS
 JG0882
 JG0882                          STATION DESCRIPTION
 JG0882
 JG0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0882'STATION IS LOCATED IN SEC. 20, R. 19 W., T. 22 S., ON THE PROPERTY
 JG0882'OF GEO. MC CAMBRIDGE (C.M. BUSH, RENTER).  STATION IS ABOUT 14
 JG0882'MILES NORTH OF KINSLEY.  ABOUT 200 FEET NORTH OF THE CENTER OF
 JG0882'THE SECTION, IN THE FENCE LINE.  MARK IS 12 INCHES BELOW THE
 JG0882'SURFACE OF THE GROUND.
 JG0882'
 JG0882'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY 21
 JG0882'AND U.S. HIGHWAY 50 S IN KINSLEY, GO 14.6 MILE NORTH ON STATE
 JG0882'HIGHWAY 21, THENCE WEST 1.0 MILE, THENCE 0.3 MILE SOUTH TO THE
 JG0882'HOME OF MR. BUSH ON RIGHT.  TURN RIGHT INTO LANE, PASS THROUGH
 JG0882'GATE IN SOUTHWEST CORNER OF BARNYARD, THENCE FOLLOW ROAD LEADING
 JG0882'WEST FOR 0.5 MILE TO CENTER OF SECTION.
 JG0882'
 JG0882'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION IN FENCE LINE,
 JG0882'140 FEET EAST OF FENCE CORNER, AND PROJECTS 10 INCHES ABOVE
 JG0882'GROUND.
 JG0882'
 JG0882'REFERENCE MARK NO. 2 IS SOUTH OF STATION IN FENCE CORNER, AND
 JG0882'PROJECTS 6 INCHES ABOVE GROUND.
 JG0882'
 JG0882'AZIMUTH MARK IS NORTHEAST OF STATION ON THE SOUTHWEST CORNER
 JG0882'OF A ROAD INTERSECTION, 42 FEET WEST AND 53 FEET NORTH OF ROAD
 JG0882'CENTERLINE.
 JG0882'
 JG0882'TO REACH FROM STATION, GO 0.6 MILE EAST TO ROAD, TURN LEFT
 JG0882'AND GO 0.5 MILE NORTH TO MARK ON LEFT.
 JG0882'
 JG0882'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JG0882'BRONZE DISKS SET IN CONCRETE.
 JG0882
 JG0882                          STATION RECOVERY (1950)
 JG0882
 JG0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (GES)
 JG0882'STATION RECOVERED AS DESCRIBED IN 1934, DESCRIPTION IS ADEQUATE
 JG0882'TO REACH THE STATION.  STATION IS ABOUT 14 MILES N OF KINSLEY,
 JG0882'IN SEC. 20, T. 22 S, R. 19 W., ABOUT 200 FEET N OF THE CENTER
 JG0882'LINE OF THE SECTION, AND IN THE FENCE LINE.
 JG0882'
 JG0882'STATION AND UNDERGROUND MARKS WERE LOWERED, IDENTICAL WITH THE
 JG0882'POSITION OF THE ORIGINAL STATION MARK.  THE STATION MARK IS
 JG0882'NOW ABOUT 23 INCHES BELOW THE GROUND SURFACE.  BOTH MARKS ARE
 JG0882'BRONZE STATION DISKS SET IN CONCRETE.
 JG0882'
 JG0882'TWO NEW REFERENCE MARKS, STAMPED NO 4 AND NO 5 WERE SET IN CONCRETE.
 JG0882'BOTH ARE BRONZE REFERENCE DISKS.  REFERENCE MARK 4 IS NE AND
 JG0882'REFERENCE MARK 5 IS ESE, IN THE FENCE LINE.
 JG0882'
 JG0882'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE.
 JG0882
 JG0882                          STATION RECOVERY (1964)
 JG0882
 JG0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0882'THE STATION MARK, REFERENCE MARK NO. 4, REFERENCE MARK NO. 5 AND THE
 JG0882'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JG0882'HORIZONTAL DIRECTION TO BOTH REFERENCE MARKS WAS CHECKED, BUT THE
 JG0882'HORIZONTAL DISTANCE WAS FOUND IN ERROR.  THE HORIZONTAL DISTANCE
 JG0882'TO THE AZIMUTH MARK WAS FOUND IN ERROR.  A NEW DESCRIPTION
 JG0882'FOLLOWS.
 JG0882'
 JG0882'THE STATION IS 6-1/2 MILES SOUTHEAST OF BURDETT, 5 MILES SOUTH OF
 JG0882'ROZEL, IN SECTION 20, T. 22 S., R. 19 W., ON THE HIGHEST POINT OF A
 JG0882'LOW HILL IN A CULTIVATED FIELD, ON PROPERTY OWNED BY MR. FRANK
 JG0882'ROBBINS.
 JG0882'
 JG0882'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 156 AND 183
 JG0882'IN THE SOUTHWEST EDGE OF ROZEL, GO SOUTH ON U.S. HIGHWAY 183 FOR
 JG0882'3.9 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON AN OILED ROAD
 JG0882'FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST
 JG0882'CORNER OF THE INTERSECTION.  TURN LEFT AND GO SOUTH ON A GRAVELED
 JG0882'ROAD FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 JG0882'WEST, PASSING BETWEEN THE GARAGE AND THE HOUSE FOR 0.1 MILE TO
 JG0882'A WIRE GATE.  PASS THROUGH THE WIRE GATE, THEN TURN LEFT AND GO
 JG0882'WEST ALONG THE NORTH SIDE OF A FENCE FOR 0.3 MILE TO A WIRE GATE
 JG0882'IN A SOUTHWEST FENCE CORNER AND REFERENCE MARK NO. 5.  PASS
 JG0882'THROUGH THE WIRE GATE AND GO NORTHWEST ACROSS A CULTIVATED FIELD
 JG0882'FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 JG0882'
 JG0882'THE STATION MARK, A STANDARD DISK STAMPED BUSH 1934, IS SET IN THE
 JG0882'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS 24 INCHES BELOW THE
 JG0882'SURFACE OF THE GROUND.  THE UNDER GROUND MARK WAS NOT INSPECTED.
 JG0882'
 JG0882'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BUSH NO 4 1950, IS SET
 JG0882'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS SET FLUSH.
 JG0882'IT IS 1.2 FEET SOUTH OF A METAL WITNESS POST AND IS SET IN A FENCE
 JG0882'LINE.
 JG0882'
 JG0882'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED BUSH NO 5 1950, IS SET
 JG0882'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 JG0882'INCHES.  IT IS 28 FEET NORTH OF A SOUTHWEST FENCE CORNER AND IS SET
 JG0882'IN A FENCE LINE.
 JG0882'
 JG0882'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED BUSH 1934,
 JG0882'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS
 JG0882'3 INCHES.  IT IS 46 FEET SOUTH OF THE CENTER OF AN OILED ROAD, 40
 JG0882'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 2.1 FEET SOUTH OF A
 JG0882'METAL WITNESS POST AND 1 FOOT EAST OF A FENCE LINE.
 JG0882'
 JG0882'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0145 ***********************************************************************
 KH0145  DESIGNATION -  BUSHBY
 KH0145  PID         -  KH0145
 KH0145  STATE/COUNTY-  KS/GOVE
 KH0145  USGS QUAD   -  GRINNELL SOUTH (1979)
 KH0145
 KH0145                         *CURRENT SURVEY CONTROL
 KH0145  ___________________________________________________________________
 KH0145* NAD 83(1997)-  39 07 28.99599(N)    100 42 34.21876(W)     ADJUSTED  
 KH0145* NAVD 88     -       905.692  (meters)    2971.42   (feet)  ADJUSTED  
 KH0145  ___________________________________________________________________
 KH0145  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 KH0145  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 KH0145  DYNAMIC HT  -         904.976 (meters)    2969.08  (feet)  COMP
 KH0145  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 KH0145
 KH0145  HORZ ORDER  -  THIRD
 KH0145  VERT ORDER  -  FIRST     CLASS II
 KH0145
 KH0145.The horizontal coordinates were established by classical geodetic methods
 KH0145.and adjusted by the National Geodetic Survey in October 1998..
 KH0145
 KH0145.The orthometric height was determined by differential leveling
 KH0145.and adjusted by the National Geodetic Survey in June 1991..
 KH0145
 KH0145.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0145
 KH0145.The geoid height was determined by GEOID03.
 KH0145
 KH0145.The dynamic height is computed by dividing the NAVD 88
 KH0145.geopotential number by the normal gravity value computed on the
 KH0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0145.degrees latitude (g = 980.6199 gals.).
 KH0145
 KH0145.The modeled gravity was interpolated from observed gravity values.
 KH0145
 KH0145;                    North         East     Units Scale Factor Converg.
 KH0145;SPC KS N     -    91,357.592   165,742.431   MT  0.99995926   -1 42 51.6
 KH0145;UTM  14      - 4,332,008.471   352,226.660   MT  0.99986888   -1 04 44.1
 KH0145
 KH0145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0145!SPC KS N     -   0.99986182  x   0.99995926  =   0.99982109
 KH0145!UTM  14      -   0.99986182  x   0.99986888  =   0.99973072
 KH0145
 KH0145:                Primary Azimuth Mark                     Grid Az
 KH0145:SPC KS N     -  GRINNELL MUNICIPAL TANK                  090 34 50.9
 KH0145:UTM  14      -  GRINNELL MUNICIPAL TANK                  089 56 43.4
 KH0145
 KH0145|---------------------------------------------------------------------|
 KH0145| PID    Reference Object                     Distance      Geod. Az  |
 KH0145|                                                           dddmmss.s |
 KH0145| KH0782 GRINNELL MUNICIPAL TANK             APPROX. 7.1 KM 0885159.3 |
 KH0145| CN8020 BUSHBY AZ MK 2                                     2021111.6 |
 KH0145| KH0144 BUSHBY AZ MK                                       2021622.5 |
 KH0145| KH0146 BUSHBY RM 1                          10.811 METERS 25354     |
 KH0145| KH0147 BUSHBY RM 2                           7.595 METERS 35622     |
 KH0145| KH0148 BUSHBY RM 3                           7.563 METERS 35627     |
 KH0145|---------------------------------------------------------------------|
 KH0145
 KH0145                          SUPERSEDED SURVEY CONTROL
 KH0145
 KH0145  NAD 83(1986)-  39 07 28.99924(N)    100 42 34.22237(W) AD(       ) 3
 KH0145  NAD 27      -  39 07 28.97600(N)    100 42 32.71900(W) AD(       ) 3
 KH0145  NGVD 29 (??/??/92)  905.352  (m)         2970.31   (f) ADJ UNCH    1 2
 KH0145
 KH0145.Superseded values are not recommended for survey control.
 KH0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0145.See file dsdata.txt to determine how the superseded data were derived.
 KH0145
 KH0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ5222732008(NAD 83)
 KH0145_MARKER: DS = TRIANGULATION STATION DISK
 KH0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0145_STAMPING: BUSBY 1950
 KH0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0145+STABILITY: SURFACE MOTION
 KH0145
 KH0145  HISTORY     - Date     Condition        Report By
 KH0145  HISTORY     - 1950     MONUMENTED       CGS
 KH0145  HISTORY     - 1953     GOOD             CGS
 KH0145  HISTORY     - 1953     GOOD             NGS
 KH0145  HISTORY     - 1965     GOOD             CGS
 KH0145  HISTORY     - 1966     GOOD             CGS
 KH0145  HISTORY     - 1966     GOOD             NGS
 KH0145  HISTORY     - 1977     MARK NOT FOUND   DOD
 KH0145  HISTORY     - 1986     MARK NOT FOUND   NGS
 KH0145
 KH0145                          STATION DESCRIPTION
 KH0145
 KH0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0145'THE STATION IS LOCATED ABOUT 4.0 MILES WEST OF GRINNELL AND 1.5
 KH0145'MILES EAST OF THE RAILROAD STATION OF CAMPUS NEAR THE NORTH
 KH0145'EDGE OF A CULTIVATED FIELD.  IT IS 50.0 FEET SOUTH OF THE SOUTH
 KH0145'RAIL OF THE UNION PACIFIC RAILROAD TRACKS, 36.0 FEET
 KH0145'EAST-NORTHEAST OF A TELEGRAPH POLE WITH A TRIANGULAR BLAZE, 7.0
 KH0145'FEET EAST OF A WITNESS POST AND 3.0 FEET SOUTH OF A FENCE.  IT
 KH0145'PROJECTS 6 INCHES AND IS STAMPED BUSHBY 1950.
 KH0145'
 KH0145'REFERENCE MARK NO. 1 IS 11.0 FEET SOUTH OF A FENCE AND 1.0 FOOT
 KH0145'EAST-NORTHEAST OF A TELEGRAPH POLE WITH A TRIANGULAR BLAZE.
 KH0145'IT PROJECTS 2 INCHES AND IS STAMPED BUSHBY NO 1 1950.
 KH0145'
 KH0145'REFERENCE MARK NO. 2 IS LOCATED ON THE RIGHT-OF-WAY AND 25.0
 KH0145'FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD
 KH0145'TRACKS.  IT PROJECTS 6 INCHES AND IS STAMPED BUSHBY NO 2 1950.
 KH0145'
 KH0145'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0145'NO. 2 IS 47.53 FEET.
 KH0145'
 KH0145'THE AZIMUTH MARK IS 62.0 FEET WEST OF THE CENTER OF A FARM
 KH0145'DRIVEWAY, 33.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 40,
 KH0145'23.0 FEET WEST OF A FENCE CORNER, 18.0 FEET WEST OF A POWERLINE
 KH0145'POLE, 1.5 FEET NORTH OF A FENCE AND 1.0 FOOT NORTHEAST OF A
 KH0145'WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED BUSHBY
 KH0145'1950.
 KH0145'
 KH0145'TO REACH THE STATION FROM THE POST OFFICE IN GRINNELL, GO
 KH0145'SOUTH ON THE MAIN STREET FOR 0.55 MILE TO THE INTERSECTION WITH
 KH0145'U.S. HIGHWAY NO. 40.  HERE TURN LEFT AND GO WEST ON U.S. HIGHWAY
 KH0145'NO. 40 FOR 4.45 MILES TO A FARM DRIVEWAY ON THE LEFT AND THE
 KH0145'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON U.S.
 KH0145'HIGHWAY NO. 40 FOR 0.4 MILE TO A CROSSROAD, TURN RIGHT AND
 KH0145'GO NORTH ON A GRADED ROAD FOR 0.4 MILE TO A WIRE GATE ON THE
 KH0145'RIGHT JUST BEFORE CROSSING THE UNION PACIFIC RAILROAD TRACKS.
 KH0145'TURN RIGHT THROUGH THIS WIRE GATE AND GO EAST ALONG THE
 KH0145'RIGHT-OF-WAY OF THE UNION PACIFIC RAILROAD FOR 0.55 MILE TO A
 KH0145'TRIANGULAR BLAZED TELEGRAPH POLE ON THE RIGHT AND THE
 KH0145'STATION AS DESCRIBED.
 KH0145
 KH0145                          STATION RECOVERY (1953)
 KH0145
 KH0145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KH0145'0.5 MILE SOUTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 KH0145'STATION AT GRINNELL, THENCE 4.4 MILES WEST ALONG U.S. HIGHWAY
 KH0145'40, THENCE 0.4 MILE NORTHEAST ACROSS A FIELD, 50 FEET SOUTH OF
 KH0145'THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 3 FEET SOUTH OF
 KH0145'A FENCE, 6.5 FEET SOUTHEAST OF A WITNESS POST, A TRIANGULATION
 KH0145'STATIN DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KH0145'0.5 FOOT ABOVE THE GROUND, STAMPED BUSHBY 1950.
 KH0145'
 KH0145'BUSHBY R.M. 1 IS 58.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 KH0145'UNION PACIFIC RAILROAD, 35.5 FEET SOUTHWEST OF A TRIANGULATION
 KH0145'STATION BUSHBY 1950, 0.9 FOOT NORTHEAST OF A TELEPHONE POLE, 11.3
 KH0145'FEET SOUTH OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP
 KH0145'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 KH0145'STAMPED BUSHBY NO 1 1950.
 KH0145'
 KH0145'BUSHBY R.M. 2 IS 24.9 FEET NORTH OF TRIANGULATION STATION
 KH0145'BUSHBY 1950, 25 FEET SOUTH OF THE SOUTH RAIL OF THE UNION
 KH0145'PACIFIC RAILROAD, 22.5 FEET NORTH OF A FENCE, A REFERENCE
 KH0145'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KH0145'0.4 FOOT ABOVE THE GROUND, STAMPED BUSHBY NO 2 1950.
 KH0145'
 KH0145'BUSHBY 1950 AZIMUTH IS 0.4 MILE SOUTHWEST OF TRIANGULATION
 KH0145'STATION BUSHBY 1950, 59 FEET WEST OF THE CENTER LINE OF A PRIVATE
 KH0145'DRIVEWAY, 32.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KH0145'23.5 FEET WEST OF A FENCE CORNER, 17.5 FEET WEST OF A POWER POLE,
 KH0145'1.2 FEET NORTH OF A FENCE, 1 FOOT EAST OF A WITNESS POST, AN
 KH0145'AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 KH0145'PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED BUSHBY 1950.
 KH0145
 KH0145                          STATION RECOVERY (1953)
 KH0145
 KH0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KH0145'5.3 MI W FROM GRINNELL.
 KH0145'0.5 MILE SOUTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 KH0145'STATION AT GRINNELL, THENCE 4.4 MILES WEST ALONG U.S. HIGHWAY
 KH0145'40, THENCE 0.4 MILE NORTHEAST ACROSS A FIELD, 50 FEET SOUTH OF THE
 KH0145'SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 3 FEET SOUTH OF A
 KH0145'FENCE, 6.5 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 KH0145'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- A
 KH0145'METAL WITNESS POST WAS SET 1 FOOT EAST OF MARK.
 KH0145
 KH0145                          STATION RECOVERY (1965)
 KH0145
 KH0145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CA)
 KH0145'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KH0145'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NUMBER 2.  THE
 KH0145'TOP OF THE CONCRETE MONUMENT WAS BROKEN OFF BY SOME TYPE OF
 KH0145'GRADING EQUIPMENT.
 KH0145'
 KH0145'THE DESCRIPTION TO REACH THE STATION WAS COMPLETELY ADEQUATE.
 KH0145
 KH0145                          STATION RECOVERY (1966)
 KH0145
 KH0145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KH0145'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 KH0145'IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 KH0145'WERE FOUND DESTROYED.
 KH0145'
 KH0145'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE SET.
 KH0145'
 KH0145'FOLLOWING IS A NEW DESCRIPTION.
 KH0145'
 KH0145'TO REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY
 KH0145'40 AND COUNTY ROAD 481 AT THE SOUTH EDGE OF GRINNELL, GO WEST
 KH0145'ON OLD U.S. HIGHWAY 40 FOR 4.5 MILES TO A DRIVEWAY AND THE AZIMUTH
 KH0145'MARK ON THE LEFT.  CONTINUE WEST ON OLD U.S. HIGHWAY 40 FOR 0.4
 KH0145'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A DIRT ROAD
 KH0145'FOR 0.4 MILE TO A GATE ON THE RIGHT JUST BEFORE REACHING
 KH0145'RAILROAD CROSSING.  TURN RIGHT PASS THROUGH THE GATE AND GO EAST
 KH0145'ALONG THE SOUTH SIDE OF TRACK FOR 0.55 MILE TO THE STATION
 KH0145'ON THE RIGHT.
 KH0145'
 KH0145'STATION MARK, A STANDARD DISK STAMPED BUSHBY 1950, IS SET
 KH0145'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 KH0145'IT IS 50 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC
 KH0145'RAILROAD TRACKS, 36 FEET EAST-NORTHEAST OF A TELEGRAPH POLE,
 KH0145'3 FEET SOUTH OF A FENCE, AND 1 FOOT WEST OF A METAL WITNESS
 KH0145'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KH0145'
 KH0145'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUSHBY NO. 1 1950,
 KH0145'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KH0145'2 INCHES.  IT IS 58.5 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD
 KH0145'TRACKS, 11 FEET SOUTH OF A FENCE, AND 1 FOOT NORTHEAST OF A
 KH0145'TELEGRAPH POLE.
 KH0145'
 KH0145'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BUSHBY B.M.
 KH0145'RESET 1950 NO. 3 1966, IS SET IN THE TOP OF A SQUARE CONCRETE
 KH0145'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 25
 KH0145'FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS.
 KH0145'
 KH0145'AZIMUTH MARK, A STANDARD DISK STAMPED BUSHBY 1950 AZ. 2 1966,
 KH0145'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KH0145'2 INCHES.  IT IS 60 FEET WEST OF THE CENTER OF THE DRIVEWAY,
 KH0145'37.5 FEET SOUTH OF THE CENTER OF OLD U.S. HIGHWAY 40, 21 FEET
 KH0145'WEST OF A CORNER FENCE POST, 15 FEET WEST OF A POWERLINE POLE,
 KH0145'1.5 FEET EAST OF A METAL WITNESS POST, AND 1 FOOT NORTH OF
 KH0145'A FENCE.
 KH0145'
 KH0145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 KH0145'WEST OF GRINNELL.
 KH0145
 KH0145                          STATION RECOVERY (1966)
 KH0145
 KH0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KH0145'RECOVERED IN GOOD CONDITION.
 KH0145
 KH0145                          STATION RECOVERY (1977)
 KH0145
 KH0145'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 KH0145'MARK NOT FOUND.
 KH0145
 KH0145                          STATION RECOVERY (1986)
 KH0145
 KH0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0145'EVIDENCE WAS FOUND THAT THIS MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0146 ***********************************************************************
 KH0146  DESIGNATION -  BUSHBY RM 1
 KH0146  PID         -  KH0146
 KH0146  STATE/COUNTY-  KS/GOVE
 KH0146  USGS QUAD   -  GRINNELL SOUTH (1979)
 KH0146
 KH0146                         *CURRENT SURVEY CONTROL
 KH0146  ___________________________________________________________________
 KH0146* NAD 83(1986)-  39 07 28.     (N)    100 42 34.     (W)     SCALED    
 KH0146* NAVD 88     -       905.590  (meters)    2971.09   (feet)  ADJUSTED  
 KH0146  ___________________________________________________________________
 KH0146  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 KH0146  DYNAMIC HT  -         904.874 (meters)    2968.74  (feet)  COMP
 KH0146  MODELED GRAV-     979,806.0   (mgal)                       NAVD 88
 KH0146
 KH0146  VERT ORDER  -  FIRST     CLASS II
 KH0146
 KH0146.The horizontal coordinates were scaled from a topographic map and have
 KH0146.an estimated accuracy of +/- 6 seconds.
 KH0146
 KH0146.The orthometric height was determined by differential leveling
 KH0146.and adjusted by the National Geodetic Survey in June 1991..
 KH0146
 KH0146.The geoid height was determined by GEOID03.
 KH0146
 KH0146.The dynamic height is computed by dividing the NAVD 88
 KH0146.geopotential number by the normal gravity value computed on the
 KH0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0146.degrees latitude (g = 980.6199 gals.).
 KH0146
 KH0146.The modeled gravity was interpolated from observed gravity values.
 KH0146
 KH0146;                    North         East    Units  Estimated Accuracy
 KH0146;SPC KS N     -    91,330.      165,750.      MT  (+/- 180 meters Scaled)
 KH0146
 KH0146                          SUPERSEDED SURVEY CONTROL
 KH0146
 KH0146  NGVD 29 (??/??/92)  905.250  (m)         2969.97   (f) ADJ UNCH    1 2
 KH0146
 KH0146.Superseded values are not recommended for survey control.
 KH0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0146.See file dsdata.txt to determine how the superseded data were derived.
 KH0146
 KH0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ522319(NAD 83)
 KH0146_MARKER: DR = REFERENCE MARK DISK
 KH0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0146_SP_SET: CONCRETE POST
 KH0146_STAMPING: BUSHBY NO 1 1950
 KH0146_MARK LOGO: CGS   
 KH0146_PROJECTION: FLUSH
 KH0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0146+STABILITY: SURFACE MOTION
 KH0146
 KH0146  HISTORY     - Date     Condition        Report By
 KH0146  HISTORY     - 1950     MONUMENTED       CGS
 KH0146  HISTORY     - 1953     GOOD             NGS
 KH0146  HISTORY     - 1966     GOOD             NGS
 KH0146  HISTORY     - 1976     GOOD             USGS
 KH0146  HISTORY     - 1986     GOOD             NGS
 KH0146
 KH0146                          STATION DESCRIPTION
 KH0146
 KH0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0146'5.3 MI W FROM GRINNELL.
 KH0146'0.5 MILE SOUTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 KH0146'STATION AT GRINNELL, THENCE 4.4 MILES WEST ALONG U.S. HIGHWAY
 KH0146'40, THENCE 0.4 MILE NORTHEAST ACROSS A FIELD, 58.5 FEET SOUTH OF
 KH0146'THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 35.5 FEET SOUTHWEST
 KH0146'OF TRIANGULATION STATION BUSHBY 1950, 0.9 FOOT NORTHEAST OF A
 KH0146'TELEPHONE POLE, 11.3 FEET SOUTH OF A FENCE, SET IN THE TOP OF A
 KH0146'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 KH0146
 KH0146                          STATION RECOVERY (1966)
 KH0146
 KH0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KH0146'RECOVERED IN GOOD CONDITION.
 KH0146
 KH0146                          STATION RECOVERY (1976)
 KH0146
 KH0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KH0146'RECOVERED IN GOOD CONDITION.
 KH0146
 KH0146                          STATION RECOVERY (1986)
 KH0146
 KH0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0146'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  NEW
 KH0146'DESCRIPTION FOLLOWS.  7.29 KM (4.55 MI) WEST ALONG OLD US HIGHWAY 40
 KH0146'FROM THE T JUNCTION OF OF STATE HIGHWAY 216 AT GRINNELL, THENCE
 KH0146'0.61 KM (0.38 MI) NORTH ALONG A DIRT ROAD, THENCE 0.86 KM (0.53 MI)
 KH0146'EAST ALONG THE UNION PACIFIC RAILROAD, 8.1 METERS (26.5 FT) SOUTH OF
 KH0146'THE CENTER OF THE ROAD, 17.8 METERS (58.5 FT) SOUTH OF THE SOUTH RAIL,
 KH0146'3.3 METERS (11 FT) SOUTH OF A FENCE AND 0.3 METER (1 FT) NORTHEAST OF
 KH0146'A TELEPHONE POLE.
 KH0146'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0148 ***********************************************************************
 KH0148  DESIGNATION -  BUSHBY RM 3
 KH0148  PID         -  KH0148
 KH0148  STATE/COUNTY-  KS/GOVE
 KH0148  USGS QUAD   -  GRINNELL SOUTH (1979)
 KH0148
 KH0148                         *CURRENT SURVEY CONTROL
 KH0148  ___________________________________________________________________
 KH0148* NAD 83(1986)-  39 07 28.     (N)    100 42 34.     (W)     SCALED    
 KH0148* NAVD 88     -       905.51   (meters)    2970.8    (feet)  RESET     
 KH0148  ___________________________________________________________________
 KH0148  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 KH0148
 KH0148  VERT ORDER  -  THIRD
 KH0148
 KH0148.The horizontal coordinates were scaled from a topographic map and have
 KH0148.an estimated accuracy of +/- 6 seconds.
 KH0148
 KH0148.The orthometric height was computed from unverified reset data.
 KH0148
 KH0148.The geoid height was determined by GEOID03.
 KH0148
 KH0148;                    North         East    Units  Estimated Accuracy
 KH0148;SPC KS N     -    91,330.      165,750.      MT  (+/- 180 meters Scaled)
 KH0148
 KH0148                          SUPERSEDED SURVEY CONTROL
 KH0148
 KH0148.No superseded survey control is available for this station.
 KH0148
 KH0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ522319(NAD 83)
 KH0148_MARKER: DR = REFERENCE MARK DISK
 KH0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0148_STAMPING: BUSHBY BM RESET 1950 NO 3 1966
 KH0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0148+STABILITY: SURFACE MOTION
 KH0148
 KH0148  HISTORY     - Date     Condition        Report By
 KH0148  HISTORY     - 1966     MONUMENTED       CGS
 KH0148
 KH0148                          STATION DESCRIPTION
 KH0148
 KH0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KH0148'5.3 MI W FROM GRINNELL.
 KH0148'0.5 MILE SOUTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 KH0148'STATION AT GRINNELL, THENCE 4.4 MILES WEST ALONG OLD U.S.
 KH0148'HIGHWAY 40, THENCE 0.4 MILE NORTHEAST ACROSS A FIELD, 24.81
 KH0148'FEET NORTH OF TRIANGULATION STATION BUSHBY 1950, 25 FEET SOUTH
 KH0148'OF THE SOUTH RAIL OF RAILROAD TRACKS, AND SET IN THE TOP OF A
 KH0148'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KH0148'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1345 ***********************************************************************
 JF1345  DESIGNATION -  BUSHONG
 JF1345  PID         -  JF1345
 JF1345  STATE/COUNTY-  KS/LYON
 JF1345  USGS QUAD   -  BUSHONG (1971)
 JF1345
 JF1345                         *CURRENT SURVEY CONTROL
 JF1345  ___________________________________________________________________
 JF1345* NAD 83(1997)-  38 37 41.11063(N)    096 16 37.15232(W)     ADJUSTED  
 JF1345* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 JF1345  ___________________________________________________________________
 JF1345  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 JF1345  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 JF1345
 JF1345  HORZ ORDER  -  FIRST
 JF1345
 JF1345.The horizontal coordinates were established by classical geodetic methods
 JF1345.and adjusted by the National Geodetic Survey in October 1998..
 JF1345
 JF1345.The orthometric height was scaled from a topographic map.
 JF1345
 JF1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1345
 JF1345.The geoid height was determined by GEOID03.
 JF1345
 JF1345;                    North         East     Units Scale Factor Converg.
 JF1345;SPC KS S     -   620,004.295   593,559.817   MT  1.00001273   +1 21 58.0
 JF1345;SPC KS N     -    34,148.146   550,029.931   MT  1.00001548   +1 05 24.6
 JF1345;UTM  14      - 4,279,024.016   737,039.765   MT  1.00029198   +1 42 02.4
 JF1345
 JF1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1345!SPC KS S     -   0.99993664  x   1.00001273  =   0.99994936
 JF1345!SPC KS N     -   0.99993664  x   1.00001548  =   0.99995211
 JF1345!UTM  14      -   0.99993664  x   1.00029198  =   1.00022860
 JF1345
 JF1345|---------------------------------------------------------------------|
 JF1345| PID    Reference Object                     Distance      Geod. Az  |
 JF1345|                                                           dddmmss.s |
 JF1345| CL4390 BUSHONG RM 1                         24.698 METERS 14557     |
 JF1345| CL4389 BUSHONG AZ MK                                      2043407.2 |
 JF1345| CL4391 BUSHONG RM 2                         23.704 METERS 23645     |
 JF1345| JF1356 KANSAS HWY PAT RAD KAB 47 MAST      APPROX.10.8 KM 2934419.6 |
 JF1345|---------------------------------------------------------------------|
 JF1345
 JF1345                          SUPERSEDED SURVEY CONTROL
 JF1345
 JF1345  NAD 83(1986)-  38 37 41.11825(N)    096 16 37.15287(W) AD(       ) 1
 JF1345  NAD 27      -  38 37 41.08449(N)    096 16 36.16183(W) AD(       ) 1
 JF1345
 JF1345.Superseded values are not recommended for survey control.
 JF1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1345.See file dsdata.txt to determine how the superseded data were derived.
 JF1345
 JF1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH3704079024(NAD 83)
 JF1345_MARKER: DS = TRIANGULATION STATION DISK
 JF1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1345
 JF1345  HISTORY     - Date     Condition        Report By
 JF1345  HISTORY     - 1956     MONUMENTED       CGS
 JF1345  HISTORY     - 1960     GOOD             CGS
 JF1345  HISTORY     - 1968     GOOD             CGS
 JF1345
 JF1345                          STATION DESCRIPTION
 JF1345
 JF1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1345'THE STATION IS LOCATED ON A HIGH HILL IN A PASTURE FIELD ABOUT
 JF1345'8 MILES NORTH OF AMERICUS, ABOUT 6 MILES NORTHEAST OF DUNLAP,
 JF1345'ABOUT 1-3/4 MILES SOUTHWEST OF BUSHONG, ON THE PROPERTY OF MR.
 JF1345'FLOYD BASIN.  IT IS ON THE HIGHEST POINT OF THE RIDGE.  THE MARK
 JF1345'PROJECTS 1 INCH AND THE DISK IS STAMPED BUSHONG 1956.
 JF1345'
 JF1345'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THE SMALL
 JF1345'VILLAGE OF BUSHONG, GO NORTH ON A GRAVELED STREET FOR 0.1 MILE
 JF1345'TO A GRAVELED CROSS STREET.  TURN LEFT AND GO WEST ON A GRAVELED
 JF1345'STREET FOR 0.15 MILE TO A T ROAD.  TURN LEFT AND GO SOUTH ON
 JF1345'A GRAVELED ROAD FOR 0.05 MILE TO A RAILROAD CROSSING.  CONTINUE
 JF1345'SOUTH ON THE GRAVELED ROAD FOR 1.3 MILES TO A GRAVELED
 JF1345'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.95
 JF1345'MILE TO A SECTION LINE CROSSROAD AND A WIRE GATE ON THE
 JF1345'RIGHT.  TURN RIGHT THROUGH THE WIRE GATE AND GO NORTH ALONG THE
 JF1345'EAST SIDE OF A FENCE FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 JF1345'LEFT.  CONTINUE NORTH ON A TRACK ROAD FOR 0.2 MILE TO THE END
 JF1345'OF THE SECTION LINE ROAD.  TURN RIGHT AND GO NORTHEAST ACROSS THE
 JF1345'PASTURE FIELD ON A TRACK ROAD FOR 0.2 MILE TO THE HIGHEST
 JF1345'POINT OF THE HILL AND THE STATION.
 JF1345'
 JF1345'REFERENCE MARK 1 IS FLUSH AND THE DISK IS STAMPED BUSHONG NO 1
 JF1345'1956.
 JF1345'
 JF1345'REFERENCE MARK 2 IS FLUSH AND THE DISK IS STAMPED BUSHONG NO 2
 JF1345'1956.
 JF1345'
 JF1345'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTERLINE OF THE SECTION
 JF1345'LINE ROAD, 4 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 JF1345'OF A FENCE, THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JF1345'BUSHONG 1956.
 JF1345'
 JF1345'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JF1345
 JF1345                          STATION RECOVERY (1960)
 JF1345
 JF1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 JF1345'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JF1345'GOOD CONDITION.
 JF1345
 JF1345                          STATION RECOVERY (1968)
 JF1345
 JF1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1345'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1345'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JF1345'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JF1345'
 JF1345'A METAL WITNESS POST WAS SET 1 FOOT NORTHWEST OF THE AZIMUTH MARK.
 JF1345'
 JF1345'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-3/4 MILES
 JF1345'SOUTHWEST OF BUSHONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0710 ***********************************************************************
 JG0710  DESIGNATION -  BUSHTON
 JG0710  PID         -  JG0710
 JG0710  STATE/COUNTY-  KS/ELLSWORTH
 JG0710  USGS QUAD   -  HOLYROOD (1964)
 JG0710
 JG0710                         *CURRENT SURVEY CONTROL
 JG0710  ___________________________________________________________________
 JG0710* NAD 83(1997)-  38 32 11.43198(N)    098 24 56.37695(W)     ADJUSTED  
 JG0710* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 JG0710  ___________________________________________________________________
 JG0710  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 JG0710  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 JG0710
 JG0710  HORZ ORDER  -  THIRD
 JG0710
 JG0710.The horizontal coordinates were established by classical geodetic methods
 JG0710.and adjusted by the National Geodetic Survey in October 1998..
 JG0710
 JG0710.The orthometric height was scaled from a topographic map.
 JG0710
 JG0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0710
 JG0710.The geoid height was determined by GEOID03.
 JG0710
 JG0710;                    North         East     Units Scale Factor Converg.
 JG0710;SPC KS N     -    22,637.930   363,758.012   MT  1.00003396   -0 15 46.8
 JG0710;SPC KS S     -   607,534.173   407,353.429   MT  0.99999417   +0 03 06.6
 JG0710;UTM  14      - 4,265,506.320   550,927.652   MT  0.99963194   +0 21 50.6
 JG0710
 JG0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0710!SPC KS N     -   0.99991611  x   1.00003396  =   0.99995007
 JG0710!SPC KS S     -   0.99991611  x   0.99999417  =   0.99991028
 JG0710!UTM  14      -   0.99991611  x   0.99963194  =   0.99954808
 JG0710
 JG0710|---------------------------------------------------------------------|
 JG0710| PID    Reference Object                     Distance      Geod. Az  |
 JG0710|                                                           dddmmss.s |
 JG0710| CK9086 BUSHTON RM 1                         14.542 METERS 00112     |
 JG0710| JG0709 HOLYROOD MUNICIPAL TANK             APPROX. 5.9 KM 0034115.6 |
 JG0710| JG0701 NORTHERN NAT GAS MAST KAC 970       APPROX. 5.6 KM 1092318.3 |
 JG0710| CK9085 BUSHTON AZ MK                                      1104032.4 |
 JG0710| JG0707 BUSHTON GRAIN AND SUPPLY ELEV       APPROX. 3.0 KM 1431437.4 |
 JG0710| JG0708 BUSHTON MUNICIPAL TANK              APPROX. 3.3 KM 1493745.6 |
 JG0710| CK9087 BUSHTON RM 2                         17.163 METERS 26205     |
 JG0710| JG0802 CLAFLIN MUNICIPAL TANK              APPROX.10.3 KM 2641001.4 |
 JG0710|---------------------------------------------------------------------|
 JG0710
 JG0710                          SUPERSEDED SURVEY CONTROL
 JG0710
 JG0710  NAD 83(1986)-  38 32 11.43971(N)    098 24 56.37715(W) AD(       ) 3
 JG0710  NAD 27      -  38 32 11.40200(N)    098 24 55.13700(W) AD(       ) 3
 JG0710
 JG0710.Superseded values are not recommended for survey control.
 JG0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0710.See file dsdata.txt to determine how the superseded data were derived.
 JG0710
 JG0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5092865506(NAD 83)
 JG0710_MARKER: DS = TRIANGULATION STATION DISK
 JG0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0710
 JG0710  HISTORY     - Date     Condition        Report By
 JG0710  HISTORY     - 1952     MONUMENTED       CGS
 JG0710
 JG0710                          STATION DESCRIPTION
 JG0710
 JG0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0710'THE STATION IS IN SECTION 27, T 17 S, R 10 W, ABOUT 2 MILES
 JG0710'NORTHWEST OF BUSHTON, 1 MILE NORTH OF THE RICE-ELLSWORTH COUNTY
 JG0710'LINE, 33 FEET NORTH OF THE CENTER OF A GRADED DIRT ROAD, 9 FEET
 JG0710'NORTH OF A CORNER FENCE POST, 8 FEET NORTH OF A 4 X 4 INCH
 JG0710'WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.
 JG0710'
 JG0710'TO REACH THE STATION FROM THE POST OFFICE IN BUSHTON, GO NORTH
 JG0710'AND WEST ON STATE ROAD 4 FOR 1.15 MILES TO THE JUNCTION OF STATE
 JG0710'ROAD 4 AND STATE ROAD 45, TURN RIGHT AND GO NORTH ON STATE ROAD
 JG0710'45 FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 JG0710'CONTINUE NORTH ON THE HIGHWAY FOR 0.2 MILE TO A CROSS ROAD,
 JG0710'TURN LEFT AND GO WEST FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 JG0710'
 JG0710'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JG0710'BUSHTON 1952.
 JG0710'
 JG0710'REFERENCE MARK 1 IS 1 FOOT EAST OF THE WIRE FENCE.  THE MARK
 JG0710'PROJECTS 6 INCHES AND THE DISK IS STAMPED BUSHTON NO 1 1952.
 JG0710'
 JG0710'REFERENCE MARK 2 IS 25 FEET NORTH OF THE CENTER OF THE GRADED ROAD,
 JG0710'4 FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A WIRE
 JG0710'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JG0710'BUSHTON NO 2 1952.
 JG0710'
 JG0710'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTER OF STATE ROAD
 JG0710'45, 3 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 3 FEET SOUTH
 JG0710'OF A 4 X 4 INCH WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.
 JG0710'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BUSHTON 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0707 ***********************************************************************
 JG0707  DESIGNATION -  BUSHTON GRAIN AND SUPPLY ELEV
 JG0707  PID         -  JG0707
 JG0707  STATE/COUNTY-  KS/RICE
 JG0707  USGS QUAD   -  HOLYROOD (1964)
 JG0707
 JG0707                         *CURRENT SURVEY CONTROL
 JG0707  ___________________________________________________________________
 JG0707* NAD 83(1997)-  38 30 53.27963(N)    098 23 42.08715(W)     ADJUSTED  
 JG0707* NAVD 88     -                                                        
 JG0707  ___________________________________________________________________
 JG0707  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 JG0707  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 JG0707
 JG0707  HORZ ORDER  -  THIRD
 JG0707
 JG0707.The horizontal coordinates were established by classical geodetic methods
 JG0707.and adjusted by the National Geodetic Survey in October 1998..
 JG0707
 JG0707
 JG0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0707
 JG0707.The geoid height was determined by GEOID03.
 JG0707
 JG0707;                    North         East     Units Scale Factor Converg.
 JG0707;SPC KS S     -   605,126.183   409,155.363   MT  0.99999015   +0 03 52.2
 JG0707;SPC KS N     -    20,219.974   365,546.773   MT  1.00003871   -0 14 59.8
 JG0707;UTM  14      - 4,263,109.046   552,742.029   MT  0.99963426   +0 22 36.3
 JG0707
 JG0707                          SUPERSEDED SURVEY CONTROL
 JG0707
 JG0707  NAD 83(1986)-  38 30 53.28770(N)    098 23 42.08723(W) AD(       ) 4
 JG0707  NAD 27      -  38 30 53.26000(N)    098 23 40.85000(W) AD(       ) 3
 JG0707
 JG0707.Superseded values are not recommended for survey control.
 JG0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0707.See file dsdata.txt to determine how the superseded data were derived.
 JG0707
 JG0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5274263109(NAD 83)
 JG0707_MARKER: 65 = GRAIN ELEVATOR
 JG0707
 JG0707  HISTORY     - Date     Condition        Report By
 JG0707  HISTORY     - 1952     FIRST OBSERVED   CGS
 JG0707
 JG0707                          STATION DESCRIPTION
 JG0707
 JG0707'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0708 ***********************************************************************
 JG0708  DESIGNATION -  BUSHTON MUNICIPAL TANK
 JG0708  PID         -  JG0708
 JG0708  STATE/COUNTY-  KS/RICE
 JG0708  USGS QUAD   -  HOLYROOD (1964)
 JG0708
 JG0708                         *CURRENT SURVEY CONTROL
 JG0708  ___________________________________________________________________
 JG0708* NAD 83(1997)-  38 30 39.51793(N)    098 23 47.82911(W)     ADJUSTED  
 JG0708* NAVD 88     -                                                        
 JG0708  ___________________________________________________________________
 JG0708  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 JG0708  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 JG0708
 JG0708  HORZ ORDER  -  THIRD
 JG0708
 JG0708.The horizontal coordinates were established by classical geodetic methods
 JG0708.and adjusted by the National Geodetic Survey in October 1998..
 JG0708
 JG0708
 JG0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0708
 JG0708.The geoid height was determined by GEOID03.
 JG0708
 JG0708;                    North         East     Units Scale Factor Converg.
 JG0708;SPC KS S     -   604,701.689   409,016.728   MT  0.99998946   +0 03 48.7
 JG0708;SPC KS N     -    19,796.226   365,405.804   MT  1.00003956   -0 15 03.4
 JG0708;UTM  14      - 4,262,683.954   552,605.757   MT  0.99963408   +0 22 32.6
 JG0708
 JG0708                          SUPERSEDED SURVEY CONTROL
 JG0708
 JG0708  NAD 83(1986)-  38 30 39.52547(N)    098 23 47.82865(W) AD(       ) 4
 JG0708  NAD 27      -  38 30 39.48600(N)    098 23 46.59000(W) AD(       ) 3
 JG0708
 JG0708.Superseded values are not recommended for survey control.
 JG0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0708.See file dsdata.txt to determine how the superseded data were derived.
 JG0708
 JG0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5260662684(NAD 83)
 JG0708_MARKER: 53 = ELEVATED TANK
 JG0708
 JG0708  HISTORY     - Date     Condition        Report By
 JG0708  HISTORY     - 1952     FIRST OBSERVED   CGS
 JG0708  HISTORY     - 1967     GOOD             CGS
 JG0708
 JG0708                          STATION DESCRIPTION
 JG0708
 JG0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0708'THE STATION IS IN THE APPROXIMATE CENTER OF BUSHTON.  THE TANK IS
 JG0708'SUPPORTED BY 4 STRUCTURAL STEEL LEGS ABOUT 125 FEET HIGH.
 JG0708'IT IS PAINTED ALUMINUM EXCEPT FOR THE TOP WHICH IS PAINTED RED.
 JG0708'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 JG0708
 JG0708                          STATION RECOVERY (1967)
 JG0708
 JG0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 JG0708'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0718 ***********************************************************************
 KG0718  DESIGNATION -  BUSHVILLE
 KG0718  PID         -  KG0718
 KG0718  STATE/COUNTY-  KS/PHILLIPS
 KG0718  USGS QUAD   -  GLADE SE (1972)
 KG0718
 KG0718                         *CURRENT SURVEY CONTROL
 KG0718  ___________________________________________________________________
 KG0718* NAD 83(1997)-  39 36 06.26704(N)    099 21 54.87253(W)     ADJUSTED  
 KG0718* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 KG0718  ___________________________________________________________________
 KG0718  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 KG0718  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 KG0718
 KG0718  HORZ ORDER  -  SECOND
 KG0718
 KG0718.The horizontal coordinates were established by classical geodetic methods
 KG0718.and adjusted by the National Geodetic Survey in October 1998..
 KG0718
 KG0718.The orthometric height was scaled from a topographic map.
 KG0718
 KG0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0718
 KG0718.The geoid height was determined by GEOID03.
 KG0718
 KG0718;                    North         East     Units Scale Factor Converg.
 KG0718;SPC KS N     -   141,694.452   282,749.531   MT  0.99997558   -0 51 49.7
 KG0718;UTM  14      - 4,383,619.581   468,642.614   MT  0.99961211   -0 13 58.2
 KG0718
 KG0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0718!SPC KS N     -   0.99990264  x   0.99997558  =   0.99987822
 KG0718!UTM  14      -   0.99990264  x   0.99961211  =   0.99951478
 KG0718
 KG0718:                Primary Azimuth Mark                     Grid Az
 KG0718:SPC KS N     -  PHILLIPSBURG COOP REFIN E STK            010 16 39.3
 KG0718:UTM  14      -  PHILLIPSBURG COOP REFIN E STK            009 38 47.8
 KG0718
 KG0718|---------------------------------------------------------------------|
 KG0718| PID    Reference Object                     Distance      Geod. Az  |
 KG0718|                                                           dddmmss.s |
 KG0718| KG0728 PHILLIPSBURG COOP REFIN E STK       APPROX.19.1 KM 0092449.6 |
 KG0718| KG0730 PHILLIPSBURG MUN STANDPIPE          APPROX.17.5 KM 0104830.1 |
 KG0718| KG0729 PHILLIPSBURG K N NATL GAS TWR       APPROX.19.6 KM 0142543.4 |
 KG0718| CN8022 BUSHVILLE RM 1                       20.239 METERS 17807     |
 KG0718| CN8021 BUSHVILLE AZ MK                                    1793304.3 |
 KG0718| CN8023 BUSHVILLE RM 2                       16.491 METERS 26855     |
 KG0718| KG0723 SPEED MUNICIPAL TANK                APPROX. 9.7 KM 3312724.3 |
 KG0718| CN8024 BUSHVILLE RM 3                        8.330 METERS 35957     |
 KG0718|---------------------------------------------------------------------|
 KG0718
 KG0718                          SUPERSEDED SURVEY CONTROL
 KG0718
 KG0718  NAD 83(1997)-  39 36 06.27203(N)    099 21 54.87359(W) AD(       ) 2
 KG0718  NAD 83(1986)-  39 36 06.27288(N)    099 21 54.87395(W) AD(       ) 2
 KG0718  NAD 27      -  39 36 06.24100(N)    099 21 53.52000(W) AD(       ) 2
 KG0718
 KG0718.Superseded values are not recommended for survey control.
 KG0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0718.See file dsdata.txt to determine how the superseded data were derived.
 KG0718
 KG0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ6864383620(NAD 83)
 KG0718_MARKER: DS = TRIANGULATION STATION DISK
 KG0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0718
 KG0718  HISTORY     - Date     Condition        Report By
 KG0718  HISTORY     - 1950     MONUMENTED       CGS
 KG0718  HISTORY     - 1972     GOOD             USGS
 KG0718  HISTORY     - 1973     GOOD             NGS
 KG0718
 KG0718                          STATION DESCRIPTION
 KG0718
 KG0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0718'THE STATION IS LOCATED ABOUT 3.0 MILES EAST AND 5.25 MILES SOUTH
 KG0718'OF SPEED AND 3.0 MILES WEST AND 5.75 MILES SOUTH OF GLADE AT THE
 KG0718'TOP OF AN EAST-WEST RIDGE BETWEEN BOW CREEK AND THE SOLOMON RIVER.
 KG0718'IT IS 25.0 FEET EAST OF THE CENTER OF A GRADED ROAD, 2.5 FEET WEST
 KG0718'OF A WITNESS POST AND 2.5 FEET WEST OF A FENCE.  IT PROJECTS 8
 KG0718'INCHES AND IS STAMPED BUSHVILLE 1950.
 KG0718'
 KG0718'REFERENCE MARK NO. 1 IS 27.0 FEET EAST OF THE CENTER OF A GRADED
 KG0718'ROAD AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 6 INCHES AND IS
 KG0718'STAMPED BUSHVILLE NO 1 1950.
 KG0718'
 KG0718'REFERENCE MARK NO. 2 IS ABOUT 1.5 FEET ABOVE THE ELEVATION OF THE
 KG0718'STATION, 29.0 FEET WEST OF THE CENTER OF A GRADED ROAD AND 2.0
 KG0718'FEET EAST OF A FENCE.  IT PROJECTS 8 INCHES AND IS STAMPED
 KG0718'BUSHVILLE NO 2 1950.
 KG0718'
 KG0718'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KG0718'2 IS 86.24 FEET.
 KG0718'
 KG0718'THE AZIMUTH MARK IS LOCATED IN THE SOUTHEAST ANGLE OF A
 KG0718'CROSSROAD, 32.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 KG0718'30.0 FEET EAST OF THE CENTER OF A GRADED ROAD AND 1.0 FOOT WEST
 KG0718'OF A WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED BUSHVILLE
 KG0718'1950.
 KG0718'
 KG0718'TO REACH THE STATION FORM THE JUNCTION OF U.S. HIGHWAY NO. 183
 KG0718'AND STATE HIGHWAY NO. 9 JUST WEST OF THE POST OFFICE IN GLADE,
 KG0718'GO SOUTH ON U.S. HIGHWAY NO. 183 FOR 6.2 TO A CROSSROAD, TURN
 KG0718'RIGHT AND GO WEST ON A GRADED ROAD FOR 1.85 MILES TO A SMALL
 KG0718'CEMETERY ON THE LEFT, CONTINUE WEST FOR 1.8 MILES TO A CROSSROAD
 KG0718'AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE AS DESCRIBED, HERE
 KG0718'TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 0.35 MILE TO THE
 KG0718'TOP OF THE RIDGE AND THE STATION ON THE RIGHT AS DESCRIBED.
 KG0718'
 KG0718'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KG0718
 KG0718                          STATION RECOVERY (1972)
 KG0718
 KG0718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KG0718'STATION, RM 1 AND AZIMUTH MARKS FOUND AS DESCRIBED.  RM 2 WAS FOUND
 KG0718'DESTROYED.
 KG0718
 KG0718                          STATION RECOVERY (1973)
 KG0718
 KG0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KG0718'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 KG0718'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 KG0718'LYING ON TOP THE GROUND IN A FIELD UNDER CULTIVATION.  REFERENCE
 KG0718'MARK 3 WAS ESTABLISHED THIS DATE.  THE DISTANCE AND DIRECTION TO
 KG0718'REFERENCE MARK 1 CHECKED THE PREVIOUS DATA.  THE ANGLE BETWEEN THE
 KG0718'TANK AND THE AZIMUTH MARK CHECKED THE PREVIOUS ANGLE.  THE
 KG0718'DESCRIPTION OF THE ROUTE TO REACH THE STATION AND THE AZIMUTH
 KG0718'MARK ARE ADEQUATE.  FOLLOWING ARE ADDITIONAL NOTES FOR THE
 KG0718'MARKS AND A DESCRIPTION FOR REFERENCE MARK 3.
 KG0718'
 KG0718'THE STATION MARK IS 24 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 KG0718'ROAD, 2 FEET NORTH OF A METAL WITNESS POST AND 1.5 FEET WEST OF A
 KG0718'NORTH-SOUTH FENCE.
 KG0718'
 KG0718'REFERENCE MARK 1 IS FLUSH WITH THE GROUND SURFACE AND IS IN THE
 KG0718'NORTH-SOUTH FENCE LINE AND 25.5 FEET EAST OF THE CENTER OF THE
 KG0718'ROAD.
 KG0718'
 KG0718'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BUSHVILLE 1950 NO 3 1973,
 KG0718'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KG0718'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 29 FEET NORTH OF THE
 KG0718'METAL WITNESS POST AT THE STATION MARK, 24 FEET EAST OF THE CENTER
 KG0718'OF THE ROAD AND 1.5 FEET WEST OF THE NORTH-SOUTH FENCE LINE.
 KG0718'
 KG0718'A WITNESS POST WAS SET 1.5 FEET WEST OF THE AZIMUTH MARK.
 KG0718'
 KG0718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES E AND 5-1/4
 KG0718'MILES SOUTH OF SPEED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0728 ***********************************************************************
 HE0728  DESIGNATION -  BUTCH
 HE0728  PID         -  HE0728
 HE0728  STATE/COUNTY-  KS/LABETTE
 HE0728  USGS QUAD   -  PARSONS EAST (1973)
 HE0728
 HE0728                         *CURRENT SURVEY CONTROL
 HE0728  ___________________________________________________________________
 HE0728* NAD 83(1997)-  37 20 22.15754(N)    095 10 34.17347(W)     ADJUSTED  
 HE0728* NAVD 88     -       284.36   (+/-2cm)     932.9    (feet)  VERTCON   
 HE0728  ___________________________________________________________________
 HE0728  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HE0728  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HE0728
 HE0728  HORZ ORDER  -  SECOND
 HE0728  VERT ORDER  -  THIRD ? (See Below)
 HE0728
 HE0728.The horizontal coordinates were established by classical geodetic methods
 HE0728.and adjusted by the National Geodetic Survey in October 1998..
 HE0728
 HE0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0728.The vertical order pertains to the NGVD 29 superseded value.
 HE0728
 HE0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0728
 HE0728.The geoid height was determined by GEOID03.
 HE0728
 HE0728;                    North         East     Units Scale Factor Converg.
 HE0728;SPC KS S     -   479,922.807   694,473.701   MT  0.99998648   +2 02 33.3
 HE0728;UTM  15      - 4,134,755.056   307,225.775   MT  1.00005778   -1 19 13.2
 HE0728
 HE0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0728!SPC KS S     -   0.99996013  x   0.99998648  =   0.99994661
 HE0728!UTM  15      -   0.99996013  x   1.00005778  =   1.00001791
 HE0728
 HE0728|---------------------------------------------------------------------|
 HE0728| PID    Reference Object                     Distance      Geod. Az  |
 HE0728|                                                           dddmmss.s |
 HE0728| CL4393 BUTCH RM 1                           28.423 METERS 17953     |
 HE0728| CL4394 BUTCH RM 2                           30.337 METERS 26544     |
 HE0728| HE0791 PARSONS MUNICIPAL TANK              APPROX. 7.7 KM 2654646.5 |
 HE0728| HE0732 PARSONS RADIO STA KLKC MAST         APPROX. 5.0 KM 2744146.3 |
 HE0728| CL4392 BUTCH AZ MK                                        3584559.0 |
 HE0728|---------------------------------------------------------------------|
 HE0728
 HE0728                          SUPERSEDED SURVEY CONTROL
 HE0728
 HE0728  NAD 83(1997)-  37 20 22.16208(N)    095 10 34.17367(W) AD(       ) 2
 HE0728  NAD 83(1986)-  37 20 22.17014(N)    095 10 34.16225(W) AD(       ) 2
 HE0728  NAD 27      -  37 20 21.95417(N)    095 10 33.27131(W) AD(       ) 2
 HE0728  NGVD 29 (07/19/86)  284.23   (m)          932.5    (f) LEVELING    3  
 HE0728
 HE0728.Superseded values are not recommended for survey control.
 HE0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0728.See file dsdata.txt to determine how the superseded data were derived.
 HE0728
 HE0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0722634755(NAD 83)
 HE0728_MARKER: DS = TRIANGULATION STATION DISK
 HE0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0728+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2004
 HE0728
 HE0728  HISTORY     - Date     Condition        Report By
 HE0728  HISTORY     - 1965     MONUMENTED       CGS
 HE0728  HISTORY     - 1966     GOOD             CGS
 HE0728  HISTORY     - 20040129 GOOD             SKW
 HE0728
 HE0728                          STATION DESCRIPTION
 HE0728
 HE0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0728'THE STATION IS ABOUT 4-3/4 MILES EAST OF PARSONS, ON THE EAST
 HE0728'RIGHT-OF-WAY OF NORTH-SOUTH GRAVELED ROAD.
 HE0728'
 HE0728'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HE0728'59 AND 160 IN PARSONS, GO EAST ON HIGHWAY 160 FOR 4.6 MILES TO A
 HE0728'CROSSROAD AND THE STATION ON THE RIGHT.  (THE AZIMUTH MARK
 HE0728'IS 0.7 MILE NORTH OF THIS POINT ON THE WEST SIDE OF A GRAVELED
 HE0728'ROAD AND AT THE EAST EDGE OF A CULTIVATED FIELD.)
 HE0728'
 HE0728'THE STATION MARK IS A STANDARD DISK, STAMPED BUTCH 1964,
 HE0728'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 HE0728'2 INCHES.  IT IS 284.9 FEET SOUTH OF THE CENTERLINE OF
 HE0728'HIGHWAY 160, 135.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 HE0728'A HOUSE, 101.3 FEET NORTH OF A TRANSFORMER POLE, 54.3 FEET
 HE0728'EAST OF THE NORTH-SOUTH ROAD, 8.3 FEET WEST OF AN EAST
 HE0728'RIGHT-OF-WAY FENCE AND 7.5 FEET WEST OF A WITNESS POST.
 HE0728'
 HE0728'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUTCH NO 1 1964,
 HE0728'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 HE0728'2 INCHES.  IT IS 53.4 FEET EAST OF THE CENTERLINE OF THE
 HE0728'ROAD, 8.3 FEET NORTHEAST OF THE TRANSFORMER POLE AND 8.5 FEET
 HE0728'WEST OF THE EAST RIGHT-OF-WAY FENCE.
 HE0728'
 HE0728'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUTCH NO 2 1964,
 HE0728'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 HE0728'2 INCHES.  IT IS 46.9 FEET WEST OF THE CENTERLINE OF THE
 HE0728'ROAD, 63.8 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 HE0728'OF THE HOUSE, 1.0 FEET EAST OF A WEST RIGHT-OF-WAY FENCE
 HE0728'AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 HE0728'
 HE0728'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BUTCH 1964,
 HE0728'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE0728'GROUND.  IT IS 30.9 FEET WEST OF THE CENTERLINE OF THE ROAD,
 HE0728'11.0 FEET SOUTH OF THE CENTERLINE OF A FIELD ROAD, 4.4 FEET
 HE0728'SOUTHWEST OF A WITNESS POST AND 3.6 FEET WEST OF A FENCE.
 HE0728'
 HE0728'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE0728
 HE0728                          STATION RECOVERY (1966)
 HE0728
 HE0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0728'STATION RECOVERED AS DESCRIBED IN 1965 BY J.C. CHILDS.  ALL
 HE0728'MARKS ARE IN GOOD CONDITION.
 HE0728
 HE0728                          STATION RECOVERY (2004)
 HE0728
 HE0728'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 HE0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1249 ***********************************************************************
 KE1249  DESIGNATION -  BUTT
 KE1249  PID         -  KE1249
 KE1249  STATE/COUNTY-  KS/JACKSON
 KE1249  USGS QUAD   -  GROVE (1982)
 KE1249
 KE1249                         *CURRENT SURVEY CONTROL
 KE1249  ___________________________________________________________________
 KE1249* NAD 83(1997)-  39 14 44.42611(N)    095 48 02.85466(W)     ADJUSTED  
 KE1249* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 KE1249  ___________________________________________________________________
 KE1249  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 KE1249  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 KE1249
 KE1249  HORZ ORDER  -  FIRST
 KE1249
 KE1249.The horizontal coordinates were established by classical geodetic methods
 KE1249.and adjusted by the National Geodetic Survey in October 1998..
 KE1249
 KE1249.The orthometric height was scaled from a topographic map.
 KE1249
 KE1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1249
 KE1249.The geoid height was determined by GEOID03.
 KE1249
 KE1249;                    North         East     Units Scale Factor Converg.
 KE1249;SPC KS N     -   103,585.318   589,821.983   MT  0.99995685   +1 23 29.3
 KE1249;UTM  15      - 4,347,778.944   258,295.938   MT  1.00031938   -1 46 22.0
 KE1249
 KE1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1249!SPC KS N     -   0.99994915  x   0.99995685  =   0.99990600
 KE1249!UTM  15      -   0.99994915  x   1.00031938  =   1.00026851
 KE1249
 KE1249|---------------------------------------------------------------------|
 KE1249| PID    Reference Object                     Distance      Geod. Az  |
 KE1249|                                                           dddmmss.s |
 KE1249| CL6990 BUTT RM 1                            31.470 METERS 08919     |
 KE1249| KE1226 TOPEKA STATE CAPITOL DOME           APPROX.24.4 KM 1540808.4 |
 KE1249| CL6991 BUTT RM 2                            32.490 METERS 26938     |
 KE1249| CL6989 BUTT AZ MK                                         2695447.9 |
 KE1249|---------------------------------------------------------------------|
 KE1249
 KE1249                          SUPERSEDED SURVEY CONTROL
 KE1249
 KE1249  NAD 83(1986)-  39 14 44.43249(N)    095 48 02.85053(W) AD(       ) 1
 KE1249  NAD 27      -  39 14 44.44200(N)    095 48 01.90400(W) AD(       ) 1
 KE1249
 KE1249.Superseded values are not recommended for survey control.
 KE1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1249.See file dsdata.txt to determine how the superseded data were derived.
 KE1249
 KE1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD5829647779(NAD 83)
 KE1249_MARKER: DS = TRIANGULATION STATION DISK
 KE1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1249_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1249
 KE1249  HISTORY     - Date     Condition        Report By
 KE1249  HISTORY     - 1934     MONUMENTED       CGS
 KE1249  HISTORY     - 1950     GOOD             CGS
 KE1249  HISTORY     - 1960     GOOD             CGS
 KE1249
 KE1249                          STATION DESCRIPTION
 KE1249
 KE1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KE1249'STATION IS LOCATED ABOUT 20 MILES NORTHWEST OF TOPEKA AND ABOUT
 KE1249'5 MILES WEST OF HOYT, IN THE SOUTHEAST QUARTER OF SEC. 24, T. 9
 KE1249'S., R. 14 E ON A LOW NORTH AND SOUTH RIDGE, ON THE NORTH SIDE
 KE1249'OF AN EAST-AND-WEST DIRT ROAD, 20 FEET FROM ITS CENTERLINE AND
 KE1249'ALONG AN EAST-WEST FENCE LINE.
 KE1249'
 KE1249'REACHED FROM HOYT BY GOING WEST ON U.S. HIGHWAY 75 FROM RAILROAD
 KE1249'TRACK FOR 0.25 MILE, THEN SOUTH ON A DIRT ROAD FOR 0.25 MILE,
 KE1249'THEN WEST ON DIRT ROAD 4 MILES TO TOP OF RIDGE AND STATION ON THE
 KE1249'NORTH.
 KE1249'
 KE1249'REFERENCE MARK NO. 1 IS EAST OF STATION 31.470 METERS (103.24
 KE1249'FEET) ALONG EAST-AND-WEST FENCE LINE AND 25 FEET NORTH OF THE
 KE1249'CENTERLINE OF EAST-AND-WEST ROAD.
 KE1249'
 KE1249'REFERENCE MARK NO. 2 IS WEST OF STATION 32.490 METERS (106.59 FEET
 KE1249'ALONG EAST-AND-WEST FENCE, 20 FEET NORTH OF CENTERLINE OF AN
 KE1249'EAST-AND-WEST ROAD.
 KE1249'
 KE1249'AZIMUTH MARK IS 1.25 MILES WEST OF STATION ON THE NORTH SIDE OF
 KE1249'EAST-AND-WEST ROAD, 30 FEET FROM CENTERLINE, NORTHEAST OF THE
 KE1249'NORTHEAST CORNER OF A FARMHOUSE AND ALONG A NORTH-AND-SOUTH FENCE
 KE1249'LINE.
 KE1249'
 KE1249'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1249'BRONZE DISKS SET IN CONCRETE.
 KE1249'
 KE1249'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 KE1249
 KE1249                          STATION RECOVERY (1950)
 KE1249
 KE1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KE1249'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED AND
 KE1249'FOUND IN GOOD CONDITION.  ADDITIONAL REFERENCE MEASUREMENTS WERE
 KE1249'MADE, ALSO SOME CORRECTIONS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KE1249'
 KE1249'THE STATION IS LOCATED ABOUT 20 MILES NORTHWEST OF TOPEKA AND 5
 KE1249'MILES WEST OF HOYT IN THE SOUTHEAST QUARTER OF SEC. 24, T. 9 S., R
 KE1249'14 E. ON A LOW NORTH AND SOUTH RIDGE, 71 FEET NORTH-NORTHWEST OF
 KE1249'A POWER POLE WHICH IS GROUNDED, 28 FEET NORTH OF THE CENTERLINE
 KE1249'OF AN EAST-WEST GRAVELED ROAD, 9 FEET EAST OF A TELEPHONE POLE
 KE1249'AND 2 FEET SOUTH OF FENCE.  THE MARK PROJECTS 12 INCHES AND THE
 KE1249'DISC IS STAMPED BUTT 1934.
 KE1249'
 KE1249'REFERENCE MARK NO. 1 IS 31.470 METERS (103.24 FEET) EAST OF THE
 KE1249'STATION, 28 FEET NORTH OF THE CENTERLINE OF GRAVELED ROAD AND 2
 KE1249'FEET SOUTH OF FENCE.  THE MARK PROJECTS 12 INCHES AND THE DISC IS
 KE1249'STAMPED BUTT NO 1 1934.
 KE1249'
 KE1249'REFERENCE MARK NO. 2 IS 32.490 METERS (106.59 FEET) WEST OF THE
 KE1249'STATION, 28 FEET NORTH OF THE CENTERLINE OF GRAVEL ROAD AND
 KE1249'AND 2 FEET SOUTH OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 KE1249'DISC IS STAMPED BUTT NO 2 1934.
 KE1249'
 KE1249'AZIMUTH MARK IS 1.25 MILES WEST OF THESTATION, 68 FEET SOUTHEAST
 KE1249'OF THE SOUTHEAST CORNER OF HOUSE OCCUPIED BY H.H. STOLLE, 37 FEET
 KE1249'NORTH OF THE CENTERLINE OF GRAVEL ROAD AND 29 FEET WEST-NORTHWEST
 KE1249'OF A SOUTHWEST FENCE CORNER.  THE MARK PROJECTS 10 INCHES AND THE
 KE1249'DISC IS STAMPED BUTT AZI 1934.
 KE1249'
 KE1249'TO REACH THE STATION FROM HOYT, GO WEST ON U.S. HIGHWAY 75 FROM
 KE1249'THE RAILROAD TRACKS FOR 0.25 MILE.  TURN LEFT AND GO SOUTH ON DIRT
 KE1249'ROAD FOR 0.25 MILE.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR
 KE1249'5.0 MILES TO THE STATION ON THE RIGHT.
 KE1249
 KE1249                          STATION RECOVERY (1960)
 KE1249
 KE1249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1249'THE STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND
 KE1249'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5422 ***********************************************************************
 AE5422  CBN         -  This is a Cooperative Base Network Control Station.
 AE5422  DESIGNATION -  BUTT RESET
 AE5422  PID         -  AE5422
 AE5422  STATE/COUNTY-  KS/JACKSON
 AE5422  USGS QUAD   -  GROVE (1982)
 AE5422
 AE5422                         *CURRENT SURVEY CONTROL
 AE5422  ___________________________________________________________________
 AE5422* NAD 83(1997)-  39 14 44.42267(N)    095 48 02.85649(W)     ADJUSTED  
 AE5422* NAVD 88     -       355.7    (meters)    1167.     (feet)  GPS OBS   
 AE5422  ___________________________________________________________________
 AE5422  X           -    -499,929.913 (meters)                     COMP
 AE5422  Y           -  -4,921,040.449 (meters)                     COMP
 AE5422  Z           -   4,013,681.520 (meters)                     COMP
 AE5422  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 AE5422  ELLIP HEIGHT-         324.70  (meters)          (08/16/04) GPS OBS
 AE5422  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 AE5422
 AE5422  HORZ ORDER  -  B
 AE5422  ELLP ORDER  -  FOURTH    CLASS II
 AE5422
 AE5422.The horizontal coordinates were established by GPS observations
 AE5422.and adjusted by the National Geodetic Survey in December 1997..
 AE5422
 AE5422.The orthometric height was determined by GPS observations and a
 AE5422.high-resolution geoid model.
 AE5422
 AE5422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5422
 AE5422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5422
 AE5422.The ellipsoidal height was determined by GPS observations
 AE5422.and is referenced to NAD 83.
 AE5422
 AE5422.The geoid height was determined by GEOID03.
 AE5422
 AE5422;                    North         East     Units Scale Factor Converg.
 AE5422;SPC KS N     -   103,585.211   589,821.942   MT  0.99995685   +1 23 29.3
 AE5422;UTM  15      - 4,347,778.839   258,295.891   MT  1.00031938   -1 46 22.0
 AE5422
 AE5422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5422!SPC KS N     -   0.99994906  x   0.99995685  =   0.99990591
 AE5422!UTM  15      -   0.99994906  x   1.00031938  =   1.00026842
 AE5422
 AE5422                          SUPERSEDED SURVEY CONTROL
 AE5422
 AE5422  ELLIP H (12/22/97)  324.73   (m)                       GP(       ) 4 1
 AE5422
 AE5422.Superseded values are not recommended for survey control.
 AE5422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5422.See file dsdata.txt to determine how the superseded data were derived.
 AE5422
 AE5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD5829647779(NAD 83)
 AE5422_MARKER: A = ALUMINUM MARKER
 AE5422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5422_STAMPING: BUTT 1934 RESET 1986
 AE5422_MARK LOGO: KSDT  
 AE5422_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5422+STABILITY: SURFACE MOTION
 AE5422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5422+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1997
 AE5422
 AE5422  HISTORY     - Date     Condition        Report By
 AE5422  HISTORY     - 1986     MONUMENTED       KSDT
 AE5422  HISTORY     - 19970329 GOOD             NGS
 AE5422
 AE5422                          STATION DESCRIPTION
 AE5422
 AE5422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5422'STATION MARK WAS RECOVERED THIS DATE FOR KANSAS HARN, 1997 GPS
 AE5422'PROJECT.  A NEW DESCRIPTION FOLLOWS.  NOTE--STATION WAS RECOVERED IN
 AE5422'1986 BY A KANSAS DEPARTMENT OF TRANSPORTATION SURVEY CREW AND WAS
 AE5422'FOUND LEANING SEVERELY TO THE SOUTH.  THE SURFACE MONUMENT WAS REMOVED
 AE5422'AND REPLACED WITH A NEW CONCRETE SURFACE MONUMENT AND A 2-INCH
 AE5422'DIAMETER KSDT ALUMINUM DISK WAS PLUMBED OVER THE EXISTING UNDERGROUND
 AE5422'MARK.  THE STATION IS LOCATED ABOUT 24.14 KM (15.00 MI)
 AE5422'NORTH-NORTHWEST OF TOPEKA, 8.05 KM (5.00 MI) WEST OF HOYT, ON A LOW
 AE5422'NORTH-SOUTH RIDGE, ON THE NORTH SIDE OF AN EAST-WEST GRAVEL ROAD, AND
 AE5422'IN SOUTHEAST QUARTER OF SECTION 24, T 9 S, R 14 E.  OWNERSHIP--COUNTY
 AE5422'ROAD RIGHT-OF-WAY, KANSAS DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AE5422'STATION FROM JUNCTIONS OF U.S. HIGHWAY 75, STATE ROAD 214 LEADING EAST
 AE5422'TO HOYT, AND COUNTY ROAD 110 LEADING WEST, GO WEST ON 110 ROAD
 AE5422'(GRAVEL) FOR 6.44 KM (4.00 MI) TO A GRAVEL CROSSROAD (N RD). CONTINUE
 AE5422'WEST ON THE GRAVEL ROAD FOR 0.64 KM (0.40 MI) TO THE STATION ON THE
 AE5422'RIGHT.  THE STATION IS A 2-INCH ALUMINUM KANSAS DEPARTMENT OF
 AE5422'TRANSPORTATION DISK SET IN THE TOP OF A 30 CM ROUND CONCRETE MONUMENT
 AE5422'FLUSH WITH GROUND.  LOCATED 8.84 M (29.00 FT) NORTH FROM THE CENTER OF
 AE5422'THE GRAVEL ROAD AND 0.58 M (1.90 FT) SOUTH FROM A FIBERGLASS WITNESS
 AE5422'POST IN THE EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0513 ***********************************************************************
 JH0513  DESIGNATION -  BUTTE
 JH0513  PID         -  JH0513
 JH0513  STATE/COUNTY-  KS/LOGAN
 JH0513  USGS QUAD   -  NICKEL MINE SPRING (1969)
 JH0513
 JH0513                         *CURRENT SURVEY CONTROL
 JH0513  ___________________________________________________________________
 JH0513* NAD 83(1997)-  38 50 19.90711(N)    101 22 14.60982(W)     ADJUSTED  
 JH0513* NAVD 88     -      1028.     (meters)    3373.     (feet)  SCALED    
 JH0513  ___________________________________________________________________
 JH0513  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 JH0513  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JH0513
 JH0513  HORZ ORDER  -  SECOND
 JH0513
 JH0513.The horizontal coordinates were established by classical geodetic methods
 JH0513.and adjusted by the National Geodetic Survey in October 1998..
 JH0513
 JH0513.The orthometric height was scaled from a topographic map.
 JH0513
 JH0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0513
 JH0513.The geoid height was determined by GEOID03.
 JH0513
 JH0513;                    North         East     Units Scale Factor Converg.
 JH0513;SPC KS N     -    61,565.137   107,417.773   MT  0.99998253   -2 07 57.7
 JH0513;UTM  14      - 4,301,565.794   294,237.299   MT  1.00012138   -1 29 14.2
 JH0513
 JH0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0513!SPC KS N     -   0.99984250  x   0.99998253  =   0.99982503
 JH0513!UTM  14      -   0.99984250  x   1.00012138  =   0.99996386
 JH0513
 JH0513|---------------------------------------------------------------------|
 JH0513| PID    Reference Object                     Distance      Geod. Az  |
 JH0513|                                                           dddmmss.s |
 JH0513| CM8563 BUTTE RM 1                           40.173 METERS 00109     |
 JH0513| CM8564 BUTTE RM 2                           14.519 METERS 17908     |
 JH0513| CM8562 BUTTE AZ MK                                        1803608.4 |
 JH0513|---------------------------------------------------------------------|
 JH0513
 JH0513                          SUPERSEDED SURVEY CONTROL
 JH0513
 JH0513  NAD 83(1986)-  38 50 19.90901(N)    101 22 14.61307(W) AD(       ) 2
 JH0513  NAD 27      -  38 50 19.86872(N)    101 22 13.03214(W) AD(       ) 2
 JH0513
 JH0513.Superseded values are not recommended for survey control.
 JH0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0513.See file dsdata.txt to determine how the superseded data were derived.
 JH0513
 JH0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ9423701566(NAD 83)
 JH0513_MARKER: DD = SURVEY DISK
 JH0513_SETTING: 0 = UNSPECIFIED SETTING
 JH0513
 JH0513  HISTORY     - Date     Condition        Report By
 JH0513  HISTORY     - 1967     MONUMENTED       USGS
 JH0513
 JH0513                          STATION DESCRIPTION
 JH0513
 JH0513'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0513'THE STATION IS LOCATED ABOUT 24.5 MI N. AND 0.75 MI W. OF
 JH0513'LEOTI, T. 14 S., RS. 36 AND 37 W., NEAR QUARTER COR. BETWEEN
 JH0513'SECS. 13 AND 18.
 JH0513'
 JH0513'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS.
 JH0513'96 AND 25 IN LEOTI, GO N. ON STATE HWY. 25, 24.5 MI TO THE
 JH0513'STATION ON THE RIGHT.
 JH0513'
 JH0513'STATION MARK IS 104 FT E. OF CENTER OF NEW HWY., 50 FT N.
 JH0513'OF ORANGE GRADER BLADE USED AS RIGHT-OF-WAY MARKER.  1.5 FT
 JH0513'W. OF USGS WITNESS POST, STAMPED ET BUTTE 1967.
 JH0513'
 JH0513'REFERENCE MARK NO. 1 IS N. OF STATION, 105 FT E. OF CENTER
 JH0513'OF NEW HWY., 2 FT S. OF POWER LINE POLE, STAMPED BUTTE NO. 1
 JH0513'1967.
 JH0513'
 JH0513'REFERENCE MARK NO. 2 IS S. OF STATION, 105 FT E. OF CENTER
 JH0513'OF NEW HWY., 1.8 FT N. OF ORANGE GRADER BLADE USED AS RIGHT-OF-WAY
 JH0513'MARKER, STAMPED BUTTE NO. 2 1967.
 JH0513'
 JH0513'AZIMUTH MARK IS LOCATED ABOUT 0.25 MI S. OF STATION, 104 FT
 JH0513'E. OF CENTER OF NEW HWY..  1.5 FT W. OF ORANGE GRADER BLADE
 JH0513'USED AS RIGHT-OF-WAY MARKER, STAMPED BUTTE AZIMUTH MARK 1967.
 JH0513'
 JH0513'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED
 JH0513'ON 1/2 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 JH0513'TILES 12 IN. LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0885 ***********************************************************************
 JG0885  DESIGNATION -  BUTTON
 JG0885  PID         -  JG0885
 JG0885  STATE/COUNTY-  KS/RUSH
 JG0885  USGS QUAD   -  RUSH CENTER SE (1970)
 JG0885
 JG0885                         *CURRENT SURVEY CONTROL
 JG0885  ___________________________________________________________________
 JG0885* NAD 83(1997)-  38 21 35.36708(N)    099 19 59.65296(W)     ADJUSTED  
 JG0885* NAVD 88     -       685.     (meters)    2247.     (feet)  SCALED    
 JG0885  ___________________________________________________________________
 JG0885  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 JG0885  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JG0885
 JG0885  HORZ ORDER  -  FIRST
 JG0885
 JG0885.The horizontal coordinates were established by classical geodetic methods
 JG0885.and adjusted by the National Geodetic Survey in October 1998..
 JG0885
 JG0885.The orthometric height was scaled from a topographic map.
 JG0885
 JG0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0885
 JG0885.The geoid height was determined by GEOID03.
 JG0885
 JG0885;                    North         East     Units Scale Factor Converg.
 JG0885;SPC KS S     -   588,243.784   327,177.259   MT  0.99996563   -0 30 43.4
 JG0885;UTM  14      - 4,245,792.030   470,886.182   MT  0.99961044   -0 12 24.5
 JG0885
 JG0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0885!SPC KS S     -   0.99989655  x   0.99996563  =   0.99986219
 JG0885!UTM  14      -   0.99989655  x   0.99961044  =   0.99950703
 JG0885
 JG0885:                Primary Azimuth Mark                     Grid Az
 JG0885:SPC KS S     -  LA CROSSE MUNICIPAL TANK                 006 10 00.9
 JG0885:UTM  14      -  LA CROSSE MUNICIPAL TANK                 005 51 42.0
 JG0885
 JG0885|---------------------------------------------------------------------|
 JG0885| PID    Reference Object                     Distance      Geod. Az  |
 JG0885|                                                           dddmmss.s |
 JG0885| JG0843 LA CROSSE MUNICIPAL TANK            APPROX.19.0 KM 0053917.5 |
 JG0885| JG0836 BISON MUNICIPAL TANK                APPROX.21.7 KM 0332717.2 |
 JG0885| JG0834 OTIS MUNICIPAL TANK                 APPROX.31.2 KM 0520356.8 |
 JG0885| CK9091 BUTTON AZ MK                                       0693118.7 |
 JG0885| CK9093 BUTTON RM 1                          27.698 METERS 17434     |
 JG0885| CK9094 BUTTON RM 2                          24.735 METERS 27824     |
 JG0885| CK9092 BUTTON AZ MK 2                                     3195215.2 |
 JG0885| JG0940 MCCRACKEN WESTERN P AND L TANK      APPROX.32.3 KM 3202933.0 |
 JG0885|---------------------------------------------------------------------|
 JG0885
 JG0885                          SUPERSEDED SURVEY CONTROL
 JG0885
 JG0885  NAD 83(1986)-  38 21 35.37511(N)    099 19 59.65169(W) AD(       ) 1
 JG0885  NAD 27      -  38 21 35.33100(N)    099 19 58.26300(W) AD(       ) 1
 JG0885
 JG0885.Superseded values are not recommended for survey control.
 JG0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0885.See file dsdata.txt to determine how the superseded data were derived.
 JG0885
 JG0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7088645792(NAD 83)
 JG0885_MARKER: DS = TRIANGULATION STATION DISK
 JG0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0885
 JG0885  HISTORY     - Date     Condition        Report By
 JG0885  HISTORY     - 1934     MONUMENTED       CGS
 JG0885  HISTORY     - 1953     GOOD             CGS
 JG0885
 JG0885                          STATION DESCRIPTION
 JG0885
 JG0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0885'STATION IS LOCATED ABOUT 10 MILES SOUTH AND 2 MILES WEST OF
 JG0885'LA CROSSE, 7.0 MILES SOUTH AND 2 MILES WEST OF RUSH CENTER IN
 JG0885'SEC. 32, T. 19 S., R. 18 W., ON PASTURE LAND BELONGING TO
 JG0885'H.W. BUTTON.
 JG0885'
 JG0885'REACHED FROM JUNCTION OF STATE HIGHWAY 96 AND 1 IN RUSH
 JG0885'CENTER BY GOING SOUTH ON STATE HIGHWAY 1, 7.0 MILES TO CROSSROADS,
 JG0885'TURN WEST AND GO 1.0 MILE THENCE SOUTH ON DIRT ROAD 0.6 MILE TO
 JG0885'HOUSE OF LESTER CAMPBELL ON WEST SIDE OF ROAD.  TURN WEST INTO
 JG0885'BARNYARD, PAST BARN AND TAKE FARM ROAD WEST IN BACK OF HOUSE FOR
 JG0885'0.5 MILE, PASS THROUGH GATE, THENCE NORTH 0.1 MILE AND PASS
 JG0885'THROUGH GATE, CONTINUE NORTH 0.15 MILE ALONG FENCE TO HIGHEST
 JG0885'GROUND AND STATION WHICH IS ON WEST SIDE OF FENCE AT HALF
 JG0885'SECTION FENCE.
 JG0885'
 JG0885'REFERENCE MARK NO. 1 IS SOUTH OF STATION, SET JUST WEST OF
 JG0885'NORTH-SOUTH FENCE LINE.
 JG0885'
 JG0885'REFERENCE MARK NO. 2 IS WEST OF STATION, SET OUT IN OPEN PASTURE
 JG0885'LAND.
 JG0885'
 JG0885'AZIMUTH MARK IS DISTANT ABOUT 0.7 MILE, NORTHEAST, REACHED
 JG0885'FROM ENTRANCE TO CAMPBELLS BARNYARD BY GOING NORTH 0.6 MILE,
 JG0885'THENCE EAST 0.3 MILE TO MARK ON SOUTH SIDE OF ROAD AT TOP OF
 JG0885'RISE.
 JG0885'
 JG0885'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JG0885'DISKS SET IN CONCRETE.
 JG0885'
 JG0885'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JG0885
 JG0885                          STATION RECOVERY (1953)
 JG0885
 JG0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0885'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 JG0885'CONDITION WITH THE EXCEPTION OF THE AZIMUTH MARK WHICH HAS BEEN
 JG0885'DESTROYED.  A DISCREPANCY WAS NOTED ON THE MEASUREMENT TO
 JG0885'BOTH REFERENCE MARKS.  A COMPLETED NEW DESCRIPTION FOLLOWS.
 JG0885'
 JG0885'THE STATION IS IN SECTION 32, T 19 S, R 18 W, ABOUT 10 MILES
 JG0885'SOUTH AND 2 MILES WEST OF LA CROSSE, 7 MILES SOUTH AND 2 MILES
 JG0885'WEST OF RUSH CENTER, 10 FEET WEST OF A WIRE FENCE, 5.5 FEET
 JG0885'WEST OF A WHITE 4 IN. X 4 IN. WITNESS POST AND ON LAND OWNED
 JG0885'BY H.W. BUTTON.
 JG0885'
 JG0885'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183
 JG0885'AND STATE HIGHWAY 96 IN RUSH CENTER, GO SOUTH ON U.S. HIGHWAY
 JG0885'183 FOR 7 MILES TO A CROSSROAD, TURN RIGHT (WEST) AND GO ON
 JG0885'THE MAIN GRAVELED ROAD FOR 1.5 MILES TO A GATE ON THE LEFT
 JG0885'AT THE CREST OF A RIDGE, (THE AZIMUTH MARK IS 0.15 MILE WEST
 JG0885'AND ON THE SOUTH SIDE OF THE WIRE FENCE).  TURN LEFT (SOUTH)
 JG0885'GO THROUGH GATE AND PROCEED SOUTH-SOUTHEASTERLY ACROSS PASTURE
 JG0885'LAND FOR 0.4 MILE TO THE CREST OF A LOW RIDGE AND THE STATION.
 JG0885'
 JG0885'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JG0885'BUTTON 1934.
 JG0885'
 JG0885'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WIRE FENCE.  THE MARK PROJECTS
 JG0885'6 INCHES AND THE DISK IS STAMPED BUTTON NO 1 1934.
 JG0885'
 JG0885'REFERENCE MARK 2 PROJECTS 7 INCHES AND THE DISK IS STAMPED
 JG0885'BUTTON NO 2 1934.
 JG0885'
 JG0885'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF THE GRAVELED
 JG0885'ROAD, 24 FEET EAST OF A LARGE POWERLINE POLE, 2 FEET EAST OF
 JG0885'A WHITE 4 IN. X 4 IN. WITNESS POST AND 1 FOOT SOUTH OF A WIRE
 JG0885'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JG0885'BUTTON 1934 RESET 1953.
 JG0885'
 JG0885'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1343 ***********************************************************************
 HF1343  DESIGNATION -  BUTTS
 HF1343  PID         -  HF1343
 HF1343  STATE/COUNTY-  KS/SEDGWICK
 HF1343  USGS QUAD   -  BELLE PLAINE (1955)
 HF1343
 HF1343                         *CURRENT SURVEY CONTROL
 HF1343  ___________________________________________________________________
 HF1343* NAD 83(1997)-  37 29 01.09456(N)    097 17 07.73133(W)     ADJUSTED  
 HF1343* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 HF1343  ___________________________________________________________________
 HF1343  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 HF1343  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF1343
 HF1343  HORZ ORDER  -  THIRD
 HF1343
 HF1343.The horizontal coordinates were established by classical geodetic methods
 HF1343.and adjusted by the National Geodetic Survey in October 1998..
 HF1343
 HF1343.The orthometric height was scaled from a topographic map.
 HF1343
 HF1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1343
 HF1343.The geoid height was determined by GEOID03.
 HF1343
 HF1343;                    North         East     Units Scale Factor Converg.
 HF1343;SPC KS S     -   491,370.906   507,410.960   MT  0.99996443   +0 44 46.9
 HF1343;UTM  14      - 4,149,906.437   651,585.456   MT  0.99988304   +1 02 36.8
 HF1343
 HF1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1343!SPC KS S     -   0.99994581  x   0.99996443  =   0.99991024
 HF1343!UTM  14      -   0.99994581  x   0.99988304  =   0.99982885
 HF1343
 HF1343:                Primary Azimuth Mark                     Grid Az
 HF1343:SPC KS S     -  BUTTS AZ MK                              092 19 46.3
 HF1343:UTM  14      -  BUTTS AZ MK                              092 01 56.4
 HF1343
 HF1343|---------------------------------------------------------------------|
 HF1343| PID    Reference Object                     Distance      Geod. Az  |
 HF1343|                                                           dddmmss.s |
 HF1343| CL4395 BUTTS AZ MK                                        0930433.2 |
 HF1343| HF1297 MULVANE MUNICIPAL TANK              APPROX. 4.2 KM 1024350.8 |
 HF1343| HF1299 MULVANE COOP GRAIN ELEVATOR         APPROX. 3.8 KM 1090243.4 |
 HF1343| CL4396 BUTTS RM 1                           25.429 METERS 12451     |
 HF1343| HF1346 BELLE PLAINE WICHITA TERM ELEV      APPROX.10.6 KM 1770919.4 |
 HF1343| CL4397 BUTTS RM 2                           27.460 METERS 32522     |
 HF1343|---------------------------------------------------------------------|
 HF1343
 HF1343                          SUPERSEDED SURVEY CONTROL
 HF1343
 HF1343  NAD 83(1997)-  37 29 01.09946(N)    097 17 07.72667(W) AD(       ) 3
 HF1343  NAD 83(1986)-  37 29 01.10564(N)    097 17 07.72537(W) AD(       ) 3
 HF1343  NAD 27      -  37 29 01.03601(N)    097 17 06.56741(W) AD(       ) 3
 HF1343
 HF1343.Superseded values are not recommended for survey control.
 HF1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1343.See file dsdata.txt to determine how the superseded data were derived.
 HF1343
 HF1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5158549906(NAD 83)
 HF1343_MARKER: DS = TRIANGULATION STATION DISK
 HF1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1343
 HF1343  HISTORY     - Date     Condition        Report By
 HF1343  HISTORY     - 1957     MONUMENTED       CGS
 HF1343
 HF1343                          STATION DESCRIPTION
 HF1343
 HF1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1343'STATION IS LOCATED, AIRLINE, ABOUT 2-1/2 MILES WEST AND 1/2 MILE
 HF1343'NORTH OF MULVANE, 1/2 MILE NORTH OF STATE HIGHWAY 53, ON LAND
 HF1343'OWNED BY MR. FORREST BUTTS AND LEASED BY THE GOVERNMENT.
 HF1343'
 HF1343'STATION IS REACHED AS FOLLOWS- FROM THE MULVANE STATE BANK IN
 HF1343'MULVANE, GO SOUTH AND WEST ON STATE HIGHWAY 53 FOR 2.3 MILES
 HF1343'TO A CROSSROAD, TURN RIGHT, NORTH, AND GO 0.5 MILE TO A SIDE ROAD
 HF1343'LEFT AND THE AZIMUTH MARK ABOUT 100 FEET NORTH ON THE WEST SIDE
 HF1343'OF THE ROAD.  TURN LEFT ON THE SIDE ROAD AND GO 0.4 MILE TO
 HF1343'WHERE THE ROAD CURVES TO THE SOUTH AND THE STATION ON THE RIGHT.
 HF1343'
 HF1343'STATION MARK, STAMPED BUTTS 1957, IS A STANDARD DISK SET IN THE
 HF1343'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 HF1343'IT IS 41.0 FEET NORTH NORTHWEST OF THE CENTERLINE OF THE ROAD
 HF1343'FROM THE CENTER OF THE CURVE, 10.0 FEET SOUTH OF A SINGLE STRAND
 HF1343'FENCE AND 2.0 FEET SOUTHWEST OF A WITNESS POST.
 HF1343'
 HF1343'REFERENCE MARK NUMBER 1, STAMPED BUTTS NO 1 1957, IS A STANDARD
 HF1343'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1343'PROJECTS 6 INCHES AND IS ABOUT 36 INCHES HIGHER THAN THE
 HF1343'STATION.  IT IS 10.0 FEET EAST OF THE BASE OF A POWER LINE POLE
 HF1343'AND 1.5 FEET SOUTH OF A GUY WIRE BASE.
 HF1343'
 HF1343'REFERENCE MARK NUMBER 2, STAMPED BUTTS NO 2 1957, IS A STANDARD
 HF1343'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1343'PROJECTS 6 INCHES AND IS ABOUT 30 INCHES HIGHER THAN THE STATION.
 HF1343'IT IS 12 INCHES SOUTH OF A SINGLE STRAND FENCE.
 HF1343'
 HF1343'AZIMUTH MARK, STAMPED BUTTS 1957, IS A STANDARD DISK SET IN THE
 HF1343'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 HF1343'IT IS 24.0 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 9.0 FEET
 HF1343'NORTH OF THE CENTERLINE OF A TRACK ROAD INTO THE FIELD AND IN A
 HF1343'NORTH-SOUTH FENCELINE 1.5 FEET NORTH OF A FENCE POST.
 HF1343'
 HF1343'TVOR (USAF) IS A ROUND METAL TANK, FLAT ON TOP, 10 FEET IN
 HF1343'DIAMETER, 6-1/2 FEET IN HEIGHT AND PAINTED WITH DIAGONAL ORANGE
 HF1343'AND WHITE STRIPES.  IT HAS A CYLINDER 1 FOOT IN DIAMETER AND
 HF1343'6 FEET IN HEIGHT CENTERED ON TOP AND IS PAINTED GRAY.  THE
 HF1343'DISTANCE AND DIRECTION WAS TAKEN TO THE CENTER OF THE TVOR.
 HF1343'
 HF1343'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0968 ***********************************************************************
 HG0968  DESIGNATION -  BUTZ
 HG0968  PID         -  HG0968
 HG0968  STATE/COUNTY-  KS/CLARK
 HG0968  USGS QUAD   -  MOUNT JESUS NW (1979)
 HG0968
 HG0968                         *CURRENT SURVEY CONTROL
 HG0968  ___________________________________________________________________
 HG0968* NAD 83(1997)-  37 26 43.74393(N)    099 39 39.17536(W)     ADJUSTED  
 HG0968* NAVD 88     -       750.     (meters)    2461.     (feet)  SCALED    
 HG0968  ___________________________________________________________________
 HG0968  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 HG0968  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 HG0968
 HG0968  HORZ ORDER  -  THIRD
 HG0968
 HG0968.The horizontal coordinates were established by classical geodetic methods
 HG0968.and adjusted by the National Geodetic Survey in October 1998..
 HG0968
 HG0968.The orthometric height was scaled from a topographic map.
 HG0968
 HG0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0968
 HG0968.The geoid height was determined by GEOID03.
 HG0968
 HG0968;                    North         East     Units Scale Factor Converg.
 HG0968;SPC KS S     -   487,076.488   297,279.679   MT  0.99996966   -0 42 48.2
 HG0968;UTM  14      - 4,144,498.259   441,541.804   MT  0.99964209   -0 24 06.6
 HG0968
 HG0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0968!SPC KS S     -   0.99988648  x   0.99996966  =   0.99985614
 HG0968!UTM  14      -   0.99988648  x   0.99964209  =   0.99952861
 HG0968
 HG0968|---------------------------------------------------------------------|
 HG0968| PID    Reference Object                     Distance      Geod. Az  |
 HG0968|                                                           dddmmss.s |
 HG0968| CK9096 BUTZ RM 1                            13.928 METERS 08822     |
 HG0968| CK9097 BUTZ RM 2                            13.690 METERS 26823     |
 HG0968| CK9095 BUTZ AZ MK                                         3165459.6 |
 HG0968|---------------------------------------------------------------------|
 HG0968
 HG0968                          SUPERSEDED SURVEY CONTROL
 HG0968
 HG0968  NAD 83(1997)-  37 26 43.75140(N)    099 39 39.17568(W) AD(       ) 3
 HG0968  NAD 83(1986)-  37 26 43.74472(N)    099 39 39.17202(W) AD(       ) 3
 HG0968  NAD 27      -  37 26 43.66543(N)    099 39 37.72444(W) AD(       ) 3
 HG0968
 HG0968.Superseded values are not recommended for survey control.
 HG0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0968.See file dsdata.txt to determine how the superseded data were derived.
 HG0968
 HG0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG4154244498(NAD 83)
 HG0968_MARKER: DS = TRIANGULATION STATION DISK
 HG0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0968
 HG0968  HISTORY     - Date     Condition        Report By
 HG0968  HISTORY     - 1964     MONUMENTED       CGS
 HG0968
 HG0968                          STATION DESCRIPTION
 HG0968
 HG0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0968'THE STATION IS LOCATED 7-1/2 MILES SOUTHEAST OF KINGSDOWN, 7 MILES
 HG0968'SOUTH OF BUCKLIN, 1-1/2 MILES SOUTH OF THE FORD-CLARK COUNTY LINE,
 HG0968'ON THE HIGHEST POINT OF A LOW HILL, ALONG THE NORTH EDGE OF A BLADED
 HG0968'ROAD, ON PROPERTY OWNED BY MR. ROY H. BUTZ, IN SECTION 7, T 30
 HG0968'S, R 22 W.
 HG0968'
 HG0968'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 34 AND US
 HG0968'HIGHWAY 54 IN BUCKLIN, GO SOUTH ON US HIGHWAY 34 FOR 5.75 MILES TO A
 HG0968'CROSSROAD, AT THE FORD-CLARK COUNTY LINE.  TURN RIGHT AND GO WEST
 HG0968'ON A GRAVELED ROAD FOR 1.95 MILES TO A CROSSROAD.  TURN LEFT AND GO
 HG0968'SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  CONTINUE
 HG0968'SOUTH ON THE GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 HG0968'LEFT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A FIELD
 HG0968'ENTRANCE ON THE LEFT.  TURN SHARP LEFT, THENCE RIGHT AND GO EAST
 HG0968'ON A TRACK AND BLADED ROAD FOR 0.25 MILE TO THE HIGHEST POINT OF THE
 HG0968'HILL AND THE STATION.
 HG0968'
 HG0968'THE STATION MARKS ARE STANDARD DISKS STAMPED BUTZ 1964.  THE SURFACE
 HG0968'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HG0968'PROJECTS 5 INCHES.  IT IS 7 FEET NORTH OF THE CENTER OF A BLADED
 HG0968'ROAD AND 2.1 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 HG0968'DISK IS SET IN A MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 HG0968'GROUND.
 HG0968'
 HG0968'REFERENCE MARK NO 1, A STANDARD DISK STAMPED BUTZ NO 1 1964, IS SET
 HG0968'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 HG0968'IT IS 7 FEET NORTH OF THE CENTER OF A BLADED ROAD AND 2 FEET WEST OF
 HG0968'A METAL WITNESS POST.
 HG0968'
 HG0968'REFERENCE MARK NO 2, A STANDARD DISK STAMPED BUTZ NO 2 1964, IS SET
 HG0968'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 HG0968'IT IS 7 FEET NORTH OF THE CENTER OF A BLADED ROAD AND 4.2 FEET EAST
 HG0968'OF A METAL WITNESS POST.
 HG0968'
 HG0968'THE AZIMUTH MARK, A STANDARD DISK STAMPED BUTZ 1964, IS SET IN THE
 HG0968'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 HG0968'39 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 3 FEET NORTH OF A
 HG0968'METAL WITNESS POST AND 2 FEET WEST OF A NORTH-SOUTH FENCE.
 HG0968'
 HG0968'NOTE--5 KG TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0878 ***********************************************************************
 HG0878  DESIGNATION -  BYERS
 HG0878  PID         -  HG0878
 HG0878  STATE/COUNTY-  KS/PRATT
 HG0878  USGS QUAD   -  BYERS (1971)
 HG0878
 HG0878                         *CURRENT SURVEY CONTROL
 HG0878  ___________________________________________________________________
 HG0878* NAD 83(1997)-  37 47 16.92240(N)    098 52 02.59894(W)     ADJUSTED  
 HG0878* NAVD 88     -       611.     (meters)    2005.     (feet)  SCALED    
 HG0878  ___________________________________________________________________
 HG0878  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 HG0878  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 HG0878
 HG0878  HORZ ORDER  -  SECOND
 HG0878
 HG0878.The horizontal coordinates were established by classical geodetic methods
 HG0878.and adjusted by the National Geodetic Survey in October 1998..
 HG0878
 HG0878.The orthometric height was scaled from a topographic map.
 HG0878
 HG0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0878
 HG0878.The geoid height was determined by GEOID03.
 HG0878
 HG0878;                    North         East     Units Scale Factor Converg.
 HG0878;SPC KS S     -   524,518.203   367,640.773   MT  0.99993846   -0 13 32.8
 HG0878;UTM  14      - 4,182,305.656   511,676.362   MT  0.99960168   +0 04 52.5
 HG0878
 HG0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0878!SPC KS S     -   0.99990832  x   0.99993846  =   0.99984678
 HG0878!UTM  14      -   0.99990832  x   0.99960168  =   0.99951003
 HG0878
 HG0878|---------------------------------------------------------------------|
 HG0878| PID    Reference Object                     Distance      Geod. Az  |
 HG0878|                                                           dddmmss.s |
 HG0878| CK9102 BYERS RM 1                           20.574 METERS 08749     |
 HG0878| CK9101 BYERS AZ MK                                        1720614.0 |
 HG0878| HG0880 HOPEWELL MICH WIS PLINE CO MST      APPROX.10.7 KM 2805638.8 |
 HG0878| CK9103 BYERS RM 2                           20.574 METERS 33215     |
 HG0878|---------------------------------------------------------------------|
 HG0878
 HG0878                          SUPERSEDED SURVEY CONTROL
 HG0878
 HG0878  NAD 83(1997)-  37 47 16.92956(N)    098 52 02.59968(W) AD(       ) 2
 HG0878  NAD 83(1986)-  37 47 16.92867(N)    098 52 02.59789(W) AD(       ) 2
 HG0878  NAD 27      -  37 47 16.87000(N)    098 52 01.25400(W) AD(       ) 2
 HG0878
 HG0878.Superseded values are not recommended for survey control.
 HG0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0878.See file dsdata.txt to determine how the superseded data were derived.
 HG0878
 HG0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG1167682306(NAD 83)
 HG0878_MARKER: DS = TRIANGULATION STATION DISK
 HG0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0878_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0878
 HG0878  HISTORY     - Date     Condition        Report By
 HG0878  HISTORY     - 1953     MONUMENTED       CGS
 HG0878
 HG0878                          STATION DESCRIPTION
 HG0878
 HG0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0878'THE STATION IS LOCATED IN THE SMALL VILLAGE OF BYERS, IN THE
 HG0878'CITY PARK WHICH IS THE ENTIRE BLOCK JUST WEST OF THE METHODIST
 HG0878'CHURCH, 72 FEET EAST OF THE CENTER OF THE TOWN MACADAM ROAD,
 HG0878'35 FEET SOUTH OF THE CENTER OF A DIRT STREET, AND 15.5 FEET
 HG0878'SOUTH-SOUTHWEST OF A WHITE 4 IN X 4 IN WITNESS POST.
 HG0878'
 HG0878'TO REACH THE STATION FROM THE POST OFFICE IN BYERS, GO NORTH
 HG0878'ON A MACADAM ROAD FOR 0.15 MILE (2 BLOCKS) TO THE STATION
 HG0878'ON THE RIGHT AS DESCRIBED.
 HG0878'
 HG0878'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 HG0878'MACADAM ROAD FOR 0.25 MILE TO A CROSS STREET, TURN LEFT (EAST)
 HG0878'AND GO FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HG0878'
 HG0878'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND,
 HG0878'AND THE DISK IS STAMPED BYERS 1953.
 HG0878'
 HG0878'REFERENCE MARK 1 IS 35 FEET SOUTH OF THE CENTER OF THE DIRT
 HG0878'STREET.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HG0878'BYERS NO 1 1953.
 HG0878'
 HG0878'REFERENCE MARK 2 IS 41 FEET EAST OF THE CENTER OF THE MACADAM
 HG0878'ROAD AND 22 FEET NORTH OF THE CENTER OF THE DIRT STREET.  THE
 HG0878'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED BYERS NO 2 1953.
 HG0878'
 HG0878'THE AZIMUTH MARK IS 43 FEET SOUTH OF THE CENTER OF A DIRT STREET,
 HG0878'5.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 HG0878'GRAIN WAREHOUSE AND 3.5 FEET EAST-NORTHEAST OF A WHITE
 HG0878'4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 HG0878'DISK IS STAMPED BYERS 1953.
 HG0878'
 HG0878'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LG0749 ***********************************************************************
 LG0749  DESIGNATION -  BYRON AZ MK 2
 LG0749  PID         -  LG0749
 LG0749  STATE/COUNTY-  KS/REPUBLIC
 LG0749  USGS QUAD   -  BYRON (1960)
 LG0749
 LG0749                         *CURRENT SURVEY CONTROL
 LG0749  ___________________________________________________________________
 LG0749* NAD 83(1997)-  40 00 07.83357(N)    097 47 12.19527(W)     ADJUSTED  
 LG0749* NAVD 88     -       511.     (meters)    1677.     (feet)  SCALED    
 LG0749  ___________________________________________________________________
 LG0749  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LG0749  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 LG0749
 LG0749  HORZ ORDER  -  THIRD
 LG0749
 LG0749.The horizontal coordinates were established by classical geodetic methods
 LG0749.and adjusted by the National Geodetic Survey in October 1998..
 LG0749.No horizontal observational check was made to the station.
 LG0749
 LG0749.The orthometric height was scaled from a topographic map.
 LG0749
 LG0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0749
 LG0749.The geoid height was determined by GEOID03.
 LG0749
 LG0749;                    North         East     Units Scale Factor Converg.
 LG0749;SPC KS N     -   185,292.906   418,212.909   MT  1.00004283   +0 08 05.8
 LG0749;SPC NE       -    21,166.768   688,973.612   MT  0.99999902   +1 28 00.2
 LG0749;UTM  14      - 4,428,703.647   603,563.212   MT  0.99973203   +0 46 47.9
 LG0749
 LG0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0749!SPC KS N     -   0.99992394  x   1.00004283  =   0.99996677
 LG0749!SPC NE       -   0.99992394  x   0.99999902  =   0.99992296
 LG0749!UTM  14      -   0.99992394  x   0.99973203  =   0.99965599
 LG0749
 LG0749                          SUPERSEDED SURVEY CONTROL
 LG0749
 LG0749  NAD 83(1997)-  40 00 07.83362(N)    097 47 12.19522(W) AD(       ) 3
 LG0749  NAD 83(1986)-  40 00 07.83869(N)    097 47 12.19553(W) AD(       ) 3
 LG0749  NAD 27      -  40 00 07.79711(N)    097 47 11.04367(W) AD(       ) 3
 LG0749
 LG0749.Superseded values are not recommended for survey control.
 LG0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0749.See file dsdata.txt to determine how the superseded data were derived.
 LG0749
 LG0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0356328704(NAD 83)
 LG0749
 LG0749  HISTORY     - Date     Condition        Report By
 LG0749  HISTORY     - 1975     MONUMENTED       NGS
 LG0749  HISTORY     - 1975     GOOD             NGS
 LG0749
 LG0749                          STATION DESCRIPTION
 LG0749
 LG0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0749'THE AZIMUTH MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED, BYRON
 LG0749'1947 AZ 2 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LG0749'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 36 FEET
 LG0749'NORTH OF THE CENTER OF THE ROAD, 22 FEET WEST OF A FIELD APPROACH,
 LG0749'3.5 FEET WEST OF A POWER POLE AND 1.3 FEET NORTHEAST OF A METAL
 LG0749'WITNESS POST.
 LG0749'
 LG0749'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO EAST ON THE STATE
 LG0749'LINE ROAD FOR 0.45 MILES TO THE AZIMUTH MARK 2 ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LG0748 ***********************************************************************
 LG0748  DESIGNATION -  BYRON RESET
 LG0748  PID         -  LG0748
 LG0748  STATE/COUNTY-  KS/REPUBLIC
 LG0748  USGS QUAD   -  BYRON (1960)
 LG0748
 LG0748                         *CURRENT SURVEY CONTROL
 LG0748  ___________________________________________________________________
 LG0748* NAD 83(1997)-  40 00 07.19216(N)    097 47 42.17554(W)     ADJUSTED  
 LG0748* NAVD 88     -       513.     (meters)    1683.     (feet)  SCALED    
 LG0748  ___________________________________________________________________
 LG0748  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LG0748  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 LG0748
 LG0748  HORZ ORDER  -  FIRST
 LG0748
 LG0748.The horizontal coordinates were established by classical geodetic methods
 LG0748.and adjusted by the National Geodetic Survey in October 1998..
 LG0748
 LG0748.The orthometric height was scaled from a topographic map.
 LG0748
 LG0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0748
 LG0748.The geoid height was determined by GEOID03.
 LG0748
 LG0748;                    North         East     Units Scale Factor Converg.
 LG0748;SPC KS N     -   185,271.480   417,501.801   MT  1.00004279   +0 07 46.8
 LG0748;SPC NE       -    21,128.824   688,263.224   MT  0.99999910   +1 27 40.4
 LG0748;UTM  14      - 4,428,674.226   602,852.611   MT  0.99973023   +0 46 28.7
 LG0748
 LG0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0748!SPC KS N     -   0.99992362  x   1.00004279  =   0.99996641
 LG0748!SPC NE       -   0.99992362  x   0.99999910  =   0.99992272
 LG0748!UTM  14      -   0.99992362  x   0.99973023  =   0.99965387
 LG0748
 LG0748|---------------------------------------------------------------------|
 LG0748| PID    Reference Object                     Distance      Geod. Az  |
 LG0748|                                                           dddmmss.s |
 LG0748| CN8028 BYRON RM 3                           20.156 METERS 03030     |
 LG0748| LG0870 ST JOHNS LUTHERAN CHURCH SPIRE      APPROX. 6.4 KM 0403456.5 |
 LG0748| LG0881 BYRON MUNICIPAL TANK                APPROX. 2.3 KM 0843323.9 |
 LG0748| LG0866 CHESTER MUNICIPAL TANK              APPROX.15.0 KM 0860713.3 |
 LG0748| LG0749 BYRON AZ MK 2                       APPROX. 0.7 KM 0882413.7 |
 LG0748| CN8027 BYRON RM 2                           24.168 METERS 09522     |
 LG0748| KF0946 REPUBLIC MUNICIPAL TANK             APPROX. 8.9 KM 1923914.1 |
 LG0748| CN8025 BYRON AZ MK                                        2705721.9 |
 LG0748| CN8029 BYRON RM 4                           24.088 METERS 32334     |
 LG0748| LG0880 RUSKIN MUNICIPAL TANK               APPROX.17.1 KM 3380351.4 |
 LG0748| CN8026 BYRON RM 1                           16.794 METERS 35955     |
 LG0748|---------------------------------------------------------------------|
 LG0748
 LG0748                          SUPERSEDED SURVEY CONTROL
 LG0748
 LG0748  NAD 83(1997)-  40 00 07.19223(N)    097 47 42.17549(W) AD(       ) 1
 LG0748  NAD 83(1986)-  40 00 07.19730(N)    097 47 42.17579(W) AD(       ) 1
 LG0748  NAD 27      -  40 00 07.15500(N)    097 47 41.02300(W) AD(       ) 1
 LG0748
 LG0748.Superseded values are not recommended for survey control.
 LG0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0748.See file dsdata.txt to determine how the superseded data were derived.
 LG0748
 LG0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPK0285328674(NAD 83)
 LG0748_MARKER: DS = TRIANGULATION STATION DISK
 LG0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0748
 LG0748  HISTORY     - Date     Condition        Report By
 LG0748  HISTORY     - 1947     MONUMENTED       CGS
 LG0748  HISTORY     - 1950     GOOD             CGS
 LG0748  HISTORY     - 1959     GOOD             CGS
 LG0748  HISTORY     - 1965     GOOD             CGS
 LG0748  HISTORY     - 1975     GOOD             NGS
 LG0748
 LG0748                          STATION DESCRIPTION
 LG0748
 LG0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0748'THE STATION IS LOCATED ABOUT 1.4 MILES WEST OF BYRON, NEBRASKA,
 LG0748'ON THE SOUTH SIDE OF THE KANSAS-NEBRASKA STATE LINE ROAD.  IT IS
 LG0748'26 FEET SOUTH OF THE CENTER OF STATE LINE ROAD, 8 FEET NORTH OF
 LG0748'EAST-WEST FENCE LINE AND 8 FEET NORTH OF WITNESS POST.  IT IS
 LG0748'STAMPED BYRON 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 LG0748'
 LG0748'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 29 FEET NORTH
 LG0748'OF THE CENTER OF EAST-WEST STATE LINE ROAD, 1 FOOT NORTH OF
 LG0748'EAST-WEST FENCE LINE AND 1 FOOT WEST OF TELEPHONE POLE.  IT IS
 LG0748'STAMPED BYRON NO 1 1947 AND PROJECTS 5 INCHES.
 LG0748'
 LG0748'REFERENCE MARK NO 2 IS EAST OF THE STATION, 33 FEET SOUTH OF
 LG0748'THE EAST-WEST STATE LINE ROAD AND 1 FOOT NORTH OF EAST-WEST
 LG0748'FENCE LINE.  IT IS STAMPED BYRON NO 2 1947 AND PROJECTS 6 INCHES.
 LG0748'
 LG0748'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 31 FEET
 LG0748'NORTH OF THE CENTER OF EAST-WEST STATE LINE ROAD AND 2 FEET
 LG0748'EAST OF TELEPHONE POLE.  IT IS STAMPED BYRON 1947 AND PROJECTS
 LG0748'6 INCHES.  TO REACH FROM THE STATION, GO WEST ON STATE LINE ROAD
 LG0748'FOR 0.5 MILE TO THE MARK ON THE NORTH SIDE AS DESCRIBED.
 LG0748'
 LG0748'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO NORTH
 LG0748'ON U.S. HIGHWAY 81 FOR 0.25 MILE TO THE JUNCTION OF STATE
 LG0748'ROUTE 3S, TURN LEFT AND GO WEST ON STATE ROUTE 3S FOR 9.7 MILES
 LG0748'TO CROSSROADS AT A SMALL SCHOOL HOUSE ON THE LEFT, TURN LEFT
 LG0748'AND GO SOUTH FOR 1.0 MILE TO STATE LINE ROAD, TURN LEFT AND GO
 LG0748'EAST FOR 0.4 MILE TO THE TOP OF HILL AND STATION ON THE SOUTH
 LG0748'SIDE AS DESCRIBED.
 LG0748'
 LG0748'A 74 FOOT SIGNAL AT STATION KLINKER IS V.G.
 LG0748'
 LG0748'A 74 FOOT SIGNAL AT STATION SANKEY IS V.G.
 LG0748'
 LG0748'AN 87 FOOT SIGNAL AT STATION SKULLY IS V.G.
 LG0748'
 LG0748'A 74 FOOT SIGNAL AT STATION LOONTJER IS VISIBLE AT 37 FEET
 LG0748'
 LG0748'A 74 FOOT SIGNAL AT STATION WIEDEL IS VISIBLE AT 50 FEET.
 LG0748'
 LG0748'A 74 FOOT SIGNAL AT STATION KUHLMANN IS VISIBLE AT 50 FEET
 LG0748'
 LG0748'A 74 FOOT SIGNAL AT STATION CHESTER IS VISIBLE AT 37 FEET
 LG0748'
 LG0748'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0748
 LG0748                          STATION RECOVERY (1950)
 LG0748
 LG0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 LG0748'THE STATION, REFERENCE MARKS ONE AND TWO AND THE AZIMUTH MARK
 LG0748'WERE RECOVERED AS DESCRIBED AND ARE IN EXCELLENT CONDITION.
 LG0748'A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 LG0748'
 LG0748'THE STATION IS LOCATED ON THE SUMMIT OF A RISE ALONG THE
 LG0748'KANSAS-NEBRASKA STATE LINE ROAD, 1.4 MILES WEST OF BYRON, NEBRASKA.
 LG0748'IT IS SITUATED 26 FEET SOUTH FROM THE CENTER OF THE ROAD AND
 LG0748'8 FEET NORTH OF THE FENCE LINE AND A WITNESS POST.  IT IS
 LG0748'STAMPED BYRON 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 LG0748'
 LG0748'REFERENCE MARK NO. 1 IS SET IN THE FENCE LINE, 30 FEET NORTH
 LG0748'FROM THE CENTER OF THE ROAD AND 1 FOOT WEST OF A TELEPHONE
 LG0748'POLE.  IT IS STAMPED BYRON NO 1 1947 AND PROJECTS 6 INCHES ABOVE
 LG0748'THE SURFACE OF THE GROUND.
 LG0748'
 LG0748'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE, 33 FEET SOUTH
 LG0748'FROM THE CENTER OF THE ROAD.  IT IS STAMPED BYRON NO 2 1947
 LG0748'AND PROJECTS 6 INCHES.
 LG0748'
 LG0748'THE AZIMUTH MARK IS SET IN A FENCE LINE, 30 FEET NORTH FROM
 LG0748'THE CENTER OF THE ROAD AND 2 FEET EAST OF A TELEPHONE POLE.
 LG0748'IT IS STAMPED BYRON 1947 AND PROJECTS 6 INCHES ABOVE THE
 LG0748'SURFACE OF THE GROUND.
 LG0748'
 LG0748'TO REACH THE STATION FROM THE CROSSROAD, JUST SOUTHEAST OF THE
 LG0748'DEPOT IN BYRON, NEBRASKA, GO WEST ON THE KANSAS-NEBRASKA STATE
 LG0748'LINE ROAD FOR 1.4 MILES TO THE TOP OF A RISE AND THE STATION
 LG0748'ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD, WEST, FOR
 LG0748'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG0748
 LG0748                          STATION RECOVERY (1959)
 LG0748
 LG0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 LG0748'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 LG0748'FOUND IN GOOD CONDITION EXCEPT THE STATION SURFACE AND
 LG0748'UNDERGROUND MARKS WHICH HAD BEEN DESTROYED BY ROAD CONSTRUCTION.
 LG0748'THE CONCRETE POST FOR REFERENCE MARK NO. 2 HAD BEEN CHIPPED.
 LG0748'IT WAS REPAIRED.  THE SURFACE AND UNDERGROUND STATION MARKS
 LG0748'WERE REPLACED BY MEASURING BACK FROM THE REFERENCE MARKS
 LG0748'AND CHECKING THE ANGLES MEASURED IN 1947.  THE ANGLE CHECK
 LG0748'INDICATED THAT THE DISTANCE FROM REFERENCE MARK NO. 1 SHOULD
 LG0748'BE A LITTLE SHORTER.  A COMPLETE DESCRIPTION FOLLOWS.
 LG0748'
 LG0748'STATION IS LOCATED ABOUT 10 MILES WEST OF CHESTER, NEBRASKA
 LG0748'AND 1 AND 1/2 MILES WEST OF THE SMALL TOWN OF BYRON, NEBRASKA
 LG0748'ON THE SOUTH SIDE OF THE NEBRASKA-KANSAS STATE LINE ROAD,
 LG0748'26 FEET SOUTH OF THE CENTER OF GRADED ROAD, AND 8 FEET NORTH OF A
 LG0748'NEW WITNESS SIGN POST AND A FENCE.  THE MARK IS 8 INCHES BELOW
 LG0748'THE SURFACE OF THE BOTTOM OF THE SOUTH DITCH AND THE DISK IS
 LG0748'STAMPED BYRON 1947.
 LG0748'
 LG0748'TO REACH THE STATION FROM THE RAILROAD STATION IN BYRON, GO
 LG0748'WEST ON STATE LINE ROAD FOR 1.4 MILES TO THE STATION ON THE
 LG0748'LEFT AS DESCRIBED.
 LG0748'
 LG0748'REFERENCE MARK NO. 1 IS 55.10 FEET NORTH OF THE STATION, AND
 LG0748'33 FEET NORTH OF THE CENTER OF GRADED ROAD IN THE FENCELINE.
 LG0748'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BYRON
 LG0748'NO 1 1947.
 LG0748'
 LG0748'REFERENCE MARK NO. 2 IS 79.30 FEET EAST OF THE STATION, 33 FEET
 LG0748'SOUTH OF THE CENTER OF GRADED ROAD, AND 1 FOOT NORTH OF FENCE.
 LG0748'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BYRON NO 2 1947
 LG0748'
 LG0748'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 31 FEET NORTH OF
 LG0748'THE CENTER OF GRADED ROAD, 1.5 FEET EAST OF A NEW WITNESS POST
 LG0748'SIGN, AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES
 LG0748'AND THE DISK IS STAMPED BYRON 1947.
 LG0748'
 LG0748'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRADED
 LG0748'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LG0748
 LG0748                          STATION RECOVERY (1965)
 LG0748
 LG0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LG0748'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 LG0748'RECOVERED AS DESCRIBED IN THE 1959 DESCRIPTION AND FOUND TO BE IN
 LG0748'GOOD CONDITION.
 LG0748
 LG0748                          STATION RECOVERY (1975)
 LG0748
 LG0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LG0748'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 LG0748'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND LYING
 LG0748'ON TOP THE GROUND IN THE ROAD DITCH.  THE 1947 SUB-SURFACE STATION
 LG0748'MARK WAS RECLAIMED FROM THE THAYER COUNTY ENGINEERS OFFICE AT
 LG0748'HEBRON, NEBR.  NOTE--THE UNDERGROUND STATION MARK FOUND THIS DATE
 LG0748'WAS THE STATION MARK THAT WAS RESET IN 1950.  THE AZIMUTH MARK
 LG0748'AND REFERENCE MARK 1 WERE SEARCHED FOR AND NOT FOUND AND IT IS
 LG0748'BELIEVED THESE MARKS WERE DESTROYED BY ROAD CONSTRUCTION AS BY USING
 LG0748'THE PREVIOUS MEASUREMENTS THE MARKS WOULD FALL IN DEEP ROAD
 LG0748'DITCHES.  THE DISTANCE TO REFERENCE MARK 2 COMPARED FAVORABLY WITH
 LG0748'THE 1947 DISTANCE AND THE ANGLE BETWEEN THE BYRON, MUNICIPAL WATER
 LG0748'TANK AND REFERENCE MARK 2 MISSED THE 1947 AND THE 1950 DATA ABOUT
 LG0748'4 MINUTES.  NEW STATION MARKS, REFERENCE MARKS 3 AND 4 AND A
 LG0748'NEW AZIMUTH MARK WERE SET THIS DATE.  FOLLOWING IS A NEW COMPLETE
 LG0748'DESCRIPTION--
 LG0748'
 LG0748'THE STATION IS LOCATED ABOUT 1.4 MILES WEST OF BYRON, NEBRASKA, IN
 LG0748'A ROAD DITCH ON THE SOUTH SIDE OF THE KANSAS-NEBRASKA STATE LINE
 LG0748'ROAD.
 LG0748'
 LG0748'TO REACH THE STATION FROM THE CROSSROAD, JUST SOUTHEAST OF THE DEPOT
 LG0748'IN BYRON, NEBRASKA, GO WEST ON THE STATE LINE ROAD FOR 1.4 MILE TO
 LG0748'TOP OF RISE AND THE STATION ON THE LEFT.
 LG0748'
 LG0748'THE STATION MARKS ARE STANDARD DISKS STAMPED BYRON 1947 1975.  THE
 LG0748'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LG0748'MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 44 FEET
 LG0748'EAST OF THE CENTER OF A FIELD APPROACH, 28 FEET SOUTH OF THE
 LG0748'CENTER OF THE ROAD AND 7.5 FEET NORTH OF A WOODEN POST WITH METAL
 LG0748'WITNESS SIGN ATTACHED.  THE UNDERGROUND DISK IS SET IN AN
 LG0748'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 LG0748'NOTE--A 5/8 INCH ROD 12 INCHES LONG WAS PLACED ON TOP THE STATION
 LG0748'MARK.
 LG0748'
 LG0748'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BYRON NO 2 1947, SET IN
 LG0748'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 LG0748'ABOVE THE GROUND SURFACE.  IT IS 36 FEET SOUTH OF THE CENTER OF THE
 LG0748'ROAD AND IN AN OLD EAST-WEST FENCELINE.
 LG0748'
 LG0748'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0748'BYRON 1947 NO 3 1975 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 LG0748'IT IS 27 FEET NORTH OF THE CENTER OF THE ROAD, 19 FEET EAST OF THE
 LG0748'CENTER OF A FIELD APPROACH, 0.7 FOOT SOUTH OF A METAL WITNESS
 LG0748'POST, IN THE NORTH ROAD DITCH NEAR THE CUT BANK EDGE AND ABOUT THE
 LG0748'SAME ELEVATION AS THE TOP OF THE ROAD.
 LG0748'
 LG0748'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 LG0748'BYRON 1947 NO 4 1975 AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 LG0748'IT IS 60 FEET WEST OF THE CENTER OF THE FIELD APPROACH, 35 FEET
 LG0748'NORTH OF THE CENTER OF THE ROAD, 5 FEET EAST OF A POWER POLE, 1.5
 LG0748'FEET NORTH OF THE EDGE OF THE CUT BANK AND 1 FOOT WEST OF A
 LG0748'METAL WITNESS POST.
 LG0748'
 LG0748'THE AZIMUTH MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED, BYRON
 LG0748'1947 AZ 2 1975, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 LG0748'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 36 FEET
 LG0748'NORTH OF THE CENTER OF THE ROAD, 22 FEET WEST OF A FIELD APPROACH,
 LG0748'3.5 FEET WEST OF A POWER POLE AND 1.3 FEET NORTHEAST OF A METAL
 LG0748'WITNESS POST.
 LG0748'
 LG0748'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO EAST ON THE STATE
 LG0748'LINE ROAD FOR 0.45 MILES TO THE AZIMUTH MARK 2 ON THE LEFT.
 LG0748'
 LG0748'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES WEST OF
 LG0748'BYRON, NEBRASKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0602 ***********************************************************************
 HF0602  DESIGNATION -  C 10
 HF0602  PID         -  HF0602
 HF0602  STATE/COUNTY-  KS/COWLEY
 HF0602  USGS QUAD   -  ARKANSAS CITY (1979)
 HF0602
 HF0602                         *CURRENT SURVEY CONTROL
 HF0602  ___________________________________________________________________
 HF0602* NAD 83(1986)-  37 02 59.     (N)    097 02 01.     (W)     SCALED    
 HF0602* NAVD 88     -       327.062  (meters)    1073.04   (feet)  ADJUSTED  
 HF0602  ___________________________________________________________________
 HF0602  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF0602  DYNAMIC HT  -         326.787 (meters)    1072.13  (feet)  COMP
 HF0602  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 HF0602
 HF0602  VERT ORDER  -  SECOND    CLASS 0
 HF0602
 HF0602.The horizontal coordinates were scaled from a topographic map and have
 HF0602.an estimated accuracy of +/- 6 seconds.
 HF0602
 HF0602.The orthometric height was determined by differential leveling
 HF0602.and adjusted by the National Geodetic Survey in June 1991..
 HF0602
 HF0602.The geoid height was determined by GEOID03.
 HF0602
 HF0602.The dynamic height is computed by dividing the NAVD 88
 HF0602.geopotential number by the normal gravity value computed on the
 HF0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0602.degrees latitude (g = 980.6199 gals.).
 HF0602
 HF0602.The modeled gravity was interpolated from observed gravity values.
 HF0602
 HF0602;                    North         East    Units  Estimated Accuracy
 HF0602;SPC KS S     -   443,540.      530,440.      MT  (+/- 180 meters Scaled)
 HF0602
 HF0602                          SUPERSEDED SURVEY CONTROL
 HF0602
 HF0602  NGVD 29 (??/??/92)  326.949  (m)         1072.67   (f) ADJ UNCH    2 0
 HF0602
 HF0602.Superseded values are not recommended for survey control.
 HF0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0602.See file dsdata.txt to determine how the superseded data were derived.
 HF0602
 HF0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG748021(NAD 83)
 HF0602_MARKER: DB = BENCH MARK DISK
 HF0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0602_STAMPING: C-10 1934
 HF0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0602+STABILITY: SURFACE MOTION
 HF0602
 HF0602  HISTORY     - Date     Condition        Report By
 HF0602  HISTORY     - 1934     MONUMENTED       CGS
 HF0602  HISTORY     - 1940     GOOD             NGS
 HF0602
 HF0602                          STATION DESCRIPTION
 HF0602
 HF0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0602'AT ARKANSAS CITY.
 HF0602'AT ARKANSAS CITY 225 FEET WEST OF JUNCTION OF MISSOURI PACIFIC
 HF0602'AND ATCHISON TOPEKA AND SANTA FE RAILROADS.  225 FEET WEST OF
 HF0602'BLOCKSIGNAL 2642.  12 FEET SOUTH OF THE SOUTHEAST PIER OF
 HF0602'MISSOURI PACIFIC RAILROAD WATER TANK.
 HF0602
 HF0602                          STATION RECOVERY (1940)
 HF0602
 HF0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 HF0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0527 ***********************************************************************
 KH0527  DESIGNATION -  C 100
 KH0527  PID         -  KH0527
 KH0527  STATE/COUNTY-  KS/CHEYENNE
 KH0527  USGS QUAD   -  BIRD CITY SOUTH NW (1981)
 KH0527
 KH0527                         *CURRENT SURVEY CONTROL
 KH0527  ___________________________________________________________________
 KH0527* NAD 83(1986)-  39 43 40.     (N)    101 42 43.     (W)     SCALED    
 KH0527* NAVD 88     -      1059.159  (meters)    3474.92   (feet)  ADJUSTED  
 KH0527  ___________________________________________________________________
 KH0527  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 KH0527  DYNAMIC HT  -        1058.324 (meters)    3472.18  (feet)  COMP
 KH0527  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 KH0527
 KH0527  VERT ORDER  -  SECOND    CLASS 0
 KH0527
 KH0527.The horizontal coordinates were scaled from a topographic map and have
 KH0527.an estimated accuracy of +/- 6 seconds.
 KH0527
 KH0527.The orthometric height was determined by differential leveling
 KH0527.and adjusted by the National Geodetic Survey in June 1991..
 KH0527
 KH0527.The geoid height was determined by GEOID03.
 KH0527
 KH0527.The dynamic height is computed by dividing the NAVD 88
 KH0527.geopotential number by the normal gravity value computed on the
 KH0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0527.degrees latitude (g = 980.6199 gals.).
 KH0527
 KH0527.The modeled gravity was interpolated from observed gravity values.
 KH0527
 KH0527;                    North         East    Units  Estimated Accuracy
 KH0527;SPC KS N     -   161,330.       81,860.      MT  (+/- 180 meters Scaled)
 KH0527
 KH0527                          SUPERSEDED SURVEY CONTROL
 KH0527
 KH0527  NGVD 29 (??/??/92) 1058.719  (m)         3473.48   (f) ADJ UNCH    2 0
 KH0527
 KH0527.Superseded values are not recommended for survey control.
 KH0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0527.See file dsdata.txt to determine how the superseded data were derived.
 KH0527
 KH0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK675010(NAD 83)
 KH0527_MARKER: DB = BENCH MARK DISK
 KH0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0527_STAMPING: C 100 1950
 KH0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0527+STABILITY: SURFACE MOTION
 KH0527
 KH0527  HISTORY     - Date     Condition        Report By
 KH0527  HISTORY     - 1935     MONUMENTED       CGS
 KH0527
 KH0527                          STATION DESCRIPTION
 KH0527
 KH0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0527'2.5 MI S FROM WHEELER.
 KH0527'2.5 MI. S. OF DEPOT ALONG STATE HWY. 27 ABOUT 0.2 MI. S.E. OF
 KH0527'A FARM HOUSE, AT A CROSS ROAD, 57 FT. E. OF THE CENTER LINE OF
 KH0527'THE HWY., 40 FT. N. OF THE CENTER LINE OF AN E-W CROSS ROAD,
 KH0527'AND 2 FT. E. OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0433 ***********************************************************************
 KH0433  DESIGNATION -  C 101
 KH0433  PID         -  KH0433
 KH0433  STATE/COUNTY-  KS/SHERMAN
 KH0433  USGS QUAD   -  GOODLAND (1974)
 KH0433
 KH0433                         *CURRENT SURVEY CONTROL
 KH0433  ___________________________________________________________________
 KH0433* NAD 83(1986)-  39 21 55.     (N)    101 42 26.     (W)     SCALED    
 KH0433* NAVD 88     -      1118.265  (meters)    3668.84   (feet)  ADJUSTED  
 KH0433  ___________________________________________________________________
 KH0433  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KH0433  DYNAMIC HT  -        1117.327 (meters)    3665.76  (feet)  COMP
 KH0433  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 KH0433
 KH0433  VERT ORDER  -  SECOND    CLASS 0
 KH0433
 KH0433.The horizontal coordinates were scaled from a topographic map and have
 KH0433.an estimated accuracy of +/- 6 seconds.
 KH0433
 KH0433.The orthometric height was determined by differential leveling
 KH0433.and adjusted by the National Geodetic Survey in June 1991..
 KH0433
 KH0433.The geoid height was determined by GEOID03.
 KH0433
 KH0433.The dynamic height is computed by dividing the NAVD 88
 KH0433.geopotential number by the normal gravity value computed on the
 KH0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0433.degrees latitude (g = 980.6199 gals.).
 KH0433
 KH0433.The modeled gravity was interpolated from observed gravity values.
 KH0433
 KH0433;                    North         East    Units  Estimated Accuracy
 KH0433;SPC KS N     -   121,100.       80,620.      MT  (+/- 180 meters Scaled)
 KH0433
 KH0433                          SUPERSEDED SURVEY CONTROL
 KH0433
 KH0433  NGVD 29 (??/??/92) 1117.817  (m)         3667.37   (f) ADJ UNCH    2 0
 KH0433
 KH0433.Superseded values are not recommended for survey control.
 KH0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0433.See file dsdata.txt to determine how the superseded data were derived.
 KH0433
 KH0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ667608(NAD 83)
 KH0433_MARKER: DB = BENCH MARK DISK
 KH0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0433_STAMPING: C 101 1935
 KH0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0433+STABILITY: SURFACE MOTION
 KH0433
 KH0433  HISTORY     - Date     Condition        Report By
 KH0433  HISTORY     - 1935     MONUMENTED       CGS
 KH0433  HISTORY     - 1940     GOOD             NGS
 KH0433  HISTORY     - 1966     MARK NOT FOUND   USGS
 KH0433
 KH0433                          STATION DESCRIPTION
 KH0433
 KH0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0433'1.2 MI N FROM GOODLAND.
 KH0433'TO REACH FROM THE COURT HOUSE IN GOODLAND, PROCEED NORTHWARD
 KH0433'ALONG STATE HIGHWAY NO. 27, GO 1.2 MILES.  BENCH MARK IS IN
 KH0433'THE SOUTHEAST CORNER OF INTERSECTION OF STATE HIGHWAY NO. 27 AND
 KH0433'EAST-WEST ROAD, 150 FEET SOUTH OF A FARM HOUSE, 125 FEET EAST
 KH0433'OF THE NORTHEAST CORNER OF THE SHERMAN COUNTY FAIR GROUNDS,
 KH0433'75 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET EAST
 KH0433'OF A POWER LINE POLE, 26 FEET SOUTH OF CENTER LINE OF THE
 KH0433'HIGHWAY, 40 FEET EAST OF A POWER LINE POLE, 26 FEET SOUTH OF
 KH0433'CENTER LINE OF THE EAST-WEST ROAD, 3.0 FEET WEST OF A 4 X 4 INCH
 KH0433'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  STD. DISK B M IN
 KH0433'CAST-IN-PLACE CONCRETE POST PROJECTING 0.4 FOOT.
 KH0433
 KH0433                          STATION RECOVERY (1966)
 KH0433
 KH0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KH0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0257 ***********************************************************************
 JH0257  DESIGNATION -  C 103
 JH0257  PID         -  JH0257
 JH0257  STATE/COUNTY-  KS/WICHITA
 JH0257  USGS QUAD   -  MARIENTHAL (1976)
 JH0257
 JH0257                         *CURRENT SURVEY CONTROL
 JH0257  ___________________________________________________________________
 JH0257* NAD 83(1986)-  38 29 10.     (N)    101 12 07.     (W)     SCALED    
 JH0257* NAVD 88     -       977.028  (meters)    3205.47   (feet)  ADJUSTED  
 JH0257  ___________________________________________________________________
 JH0257  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 JH0257  DYNAMIC HT  -         976.200 (meters)    3202.75  (feet)  COMP
 JH0257  MODELED GRAV-     979,747.0   (mgal)                       NAVD 88
 JH0257
 JH0257  VERT ORDER  -  SECOND    CLASS 0
 JH0257
 JH0257.The horizontal coordinates were scaled from a topographic map and have
 JH0257.an estimated accuracy of +/- 6 seconds.
 JH0257
 JH0257.The orthometric height was determined by differential leveling
 JH0257.and adjusted by the National Geodetic Survey in June 1991..
 JH0257
 JH0257.The geoid height was determined by GEOID03.
 JH0257
 JH0257.The dynamic height is computed by dividing the NAVD 88
 JH0257.geopotential number by the normal gravity value computed on the
 JH0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0257.degrees latitude (g = 980.6199 gals.).
 JH0257
 JH0257.The modeled gravity was interpolated from observed gravity values.
 JH0257
 JH0257;                    North         East    Units  Estimated Accuracy
 JH0257;SPC KS S     -   605,350.      164,290.      MT  (+/- 180 meters Scaled)
 JH0257
 JH0257                          SUPERSEDED SURVEY CONTROL
 JH0257
 JH0257  NGVD 29 (??/??/92)  976.694  (m)         3204.37   (f) ADJ UNCH    2 0
 JH0257
 JH0257.Superseded values are not recommended for survey control.
 JH0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0257.See file dsdata.txt to determine how the superseded data were derived.
 JH0257
 JH0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH079620(NAD 83)
 JH0257_MARKER: DB = BENCH MARK DISK
 JH0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0257_STAMPING: C 103 1935
 JH0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0257+STABILITY: SURFACE MOTION
 JH0257
 JH0257  HISTORY     - Date     Condition        Report By
 JH0257  HISTORY     - 1935     MONUMENTED       CGS
 JH0257  HISTORY     - 1940     GOOD             NGS
 JH0257  HISTORY     - 1941     GOOD             NGS
 JH0257
 JH0257                          STATION DESCRIPTION
 JH0257
 JH0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0257'0.5 MI E FROM MARIENTHAL.
 JH0257'0.5 MILE EAST OF MISSOURI PACIFIC RAILROAD STATION IN MARIENTHAL
 JH0257'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0257'RAILROAD, AT A GRADE CROSSING, 5.4 FEET NORTHWEST OF THE FIFTH
 JH0257'POLE EAST OF MILEPOST NO. 698-30, 56 FEET NORTHWEST OF CENTER
 JH0257'OF THE CROSSING, 45 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 JH0257'33 FEET WEST OF THE CENTER LINE OF THE ROAD CROSSING THE TRACK,
 JH0257'5.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 2.3 FEET EAST OF A
 JH0257'4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
 JH0257'MONUMENT PROJECTS 0.2 FOOT.
 JH0257
 JH0257                          STATION RECOVERY (1941)
 JH0257
 JH0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JH0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0953 ***********************************************************************
 KE0953  DESIGNATION -  C 108
 KE0953  PID         -  KE0953
 KE0953  STATE/COUNTY-  KS/BROWN
 KE0953  USGS QUAD   -  HORTON (1961)
 KE0953
 KE0953                         *CURRENT SURVEY CONTROL
 KE0953  ___________________________________________________________________
 KE0953* NAD 83(1986)-  39 42 38.     (N)    095 31 36.     (W)     SCALED    
 KE0953* NAVD 88     -       348.725  (meters)    1144.11   (feet)  ADJUSTED  
 KE0953  ___________________________________________________________________
 KE0953  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 KE0953  DYNAMIC HT  -         348.514 (meters)    1143.42  (feet)  COMP
 KE0953  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 KE0953
 KE0953  VERT ORDER  -  SECOND    CLASS 0
 KE0953
 KE0953.The horizontal coordinates were scaled from a topographic map and have
 KE0953.an estimated accuracy of +/- 6 seconds.
 KE0953
 KE0953.The orthometric height was determined by differential leveling
 KE0953.and adjusted by the National Geodetic Survey in June 1991..
 KE0953
 KE0953.The geoid height was determined by GEOID03.
 KE0953
 KE0953.The dynamic height is computed by dividing the NAVD 88
 KE0953.geopotential number by the normal gravity value computed on the
 KE0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0953.degrees latitude (g = 980.6199 gals.).
 KE0953
 KE0953.The modeled gravity was interpolated from observed gravity values.
 KE0953
 KE0953;                    North         East    Units  Estimated Accuracy
 KE0953;SPC KS N     -   155,790.      612,070.      MT  (+/- 180 meters Scaled)
 KE0953
 KE0953                          SUPERSEDED SURVEY CONTROL
 KE0953
 KE0953  NGVD 29 (??/??/92)  348.623  (m)         1143.77   (f) ADJ UNCH    2 0
 KE0953
 KE0953.Superseded values are not recommended for survey control.
 KE0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0953.See file dsdata.txt to determine how the superseded data were derived.
 KE0953
 KE0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD834986(NAD 83)
 KE0953_MARKER: DB = BENCH MARK DISK
 KE0953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0953_SP_SET: CULVERT
 KE0953_STAMPING: C 108 1934
 KE0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0953
 KE0953  HISTORY     - Date     Condition        Report By
 KE0953  HISTORY     - 1934     MONUMENTED       CGS
 KE0953
 KE0953                          STATION DESCRIPTION
 KE0953
 KE0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0953'3.6 MI N FROM HORTON.
 KE0953'3.6 MILES NORTH ALONG U.S. HIGHWAY 73 FROM THE CITY HALL AT
 KE0953'HORTON, BROWN COUNTY, 100 YARDS EAST OF A SCHOOLHOUSE, AT A
 KE0953'T-ROAD LEADING EAST, 90 FEET EAST OF THE CENTER LINE OF THE
 KE0953'HIGHWAY, 20 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, AT
 KE0953'A CONCRETE CULVERT UNDER THE COUNTY ROAD, AND IN THE TOP OF THE
 KE0953'CONCRETE WING WALL.  A STANDARD DISK, STAMPED C 108 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0954 ***********************************************************************
 KE0954  DESIGNATION -  C 108 RESET
 KE0954  PID         -  KE0954
 KE0954  STATE/COUNTY-  KS/BROWN
 KE0954  USGS QUAD   -  HORTON (1961)
 KE0954
 KE0954                         *CURRENT SURVEY CONTROL
 KE0954  ___________________________________________________________________
 KE0954* NAD 83(1986)-  39 42 38.     (N)    095 31 36.     (W)     SCALED    
 KE0954* NAVD 88     -       347.14   (meters)    1138.9    (feet)  RESET     
 KE0954  ___________________________________________________________________
 KE0954  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 KE0954
 KE0954  VERT ORDER  -  THIRD
 KE0954
 KE0954.The horizontal coordinates were scaled from a topographic map and have
 KE0954.an estimated accuracy of +/- 6 seconds.
 KE0954
 KE0954.The orthometric height was computed from unverified reset data.
 KE0954.No vertical observational check was made to the station.
 KE0954
 KE0954.The geoid height was determined by GEOID03.
 KE0954
 KE0954;                    North         East    Units  Estimated Accuracy
 KE0954;SPC KS N     -   155,790.      612,070.      MT  (+/- 180 meters Scaled)
 KE0954
 KE0954                          SUPERSEDED SURVEY CONTROL
 KE0954
 KE0954  NGVD 29 (??/??/??)  347.04   (m)         1138.6    (f) RESET       3  
 KE0954
 KE0954.Superseded values are not recommended for survey control.
 KE0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0954.See file dsdata.txt to determine how the superseded data were derived.
 KE0954
 KE0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD834986(NAD 83)
 KE0954_MARKER: DB = BENCH MARK DISK
 KE0954_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0954_SP_SET: CULVERT
 KE0954_STAMPING: C 108 RESET 1964
 KE0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0954
 KE0954  HISTORY     - Date     Condition        Report By
 KE0954  HISTORY     - 1964     MONUMENTED       KSHC
 KE0954
 KE0954                          STATION DESCRIPTION
 KE0954
 KE0954'DESCRIBED BY KS HIGHWAY COMM 1964
 KE0954'3.5 MI N FROM HORTON.
 KE0954'3.5 MILES NORTH ALONG U.S. HIGHWAY 73 FROM THE CITY HALL AT
 KE0954'HORTON, BROWN COUNTY, 800 FEET SOUTH OF INTERSECTION OF COUNTY
 KE0954'ROAD AT A CONCRETE CULVERT UNDER U.S. 73 HIGHWAY, SET IN THE
 KE0954'CENTER OF THE EAST HUBGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0991 ***********************************************************************
 KE0991  DESIGNATION -  C 109
 KE0991  PID         -  KE0991
 KE0991  STATE/COUNTY-  KS/NEMAHA
 KE0991  USGS QUAD   -  BERN (1960)
 KE0991
 KE0991                         *CURRENT SURVEY CONTROL
 KE0991  ___________________________________________________________________
 KE0991* NAD 83(1986)-  39 57 42.     (N)    095 58 17.     (W)     SCALED    
 KE0991* NAVD 88     -       390.439  (meters)    1280.97   (feet)  ADJUSTED  
 KE0991  ___________________________________________________________________
 KE0991  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 KE0991  DYNAMIC HT  -         390.216 (meters)    1280.23  (feet)  COMP
 KE0991  MODELED GRAV-     980,041.9   (mgal)                       NAVD 88
 KE0991
 KE0991  VERT ORDER  -  SECOND    CLASS 0
 KE0991
 KE0991.The horizontal coordinates were scaled from a topographic map and have
 KE0991.an estimated accuracy of +/- 6 seconds.
 KE0991
 KE0991.The orthometric height was determined by differential leveling
 KE0991.and adjusted by the National Geodetic Survey in June 1991..
 KE0991
 KE0991.The geoid height was determined by GEOID03.
 KE0991
 KE0991.The dynamic height is computed by dividing the NAVD 88
 KE0991.geopotential number by the normal gravity value computed on the
 KE0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0991.degrees latitude (g = 980.6199 gals.).
 KE0991
 KE0991.The modeled gravity was interpolated from observed gravity values.
 KE0991
 KE0991;                    North         East    Units  Estimated Accuracy
 KE0991;SPC KS N     -   182,720.      573,320.      MT  (+/- 180 meters Scaled)
 KE0991
 KE0991                          SUPERSEDED SURVEY CONTROL
 KE0991
 KE0991  NGVD 29 (??/??/92)  390.325  (m)         1280.59   (f) ADJ UNCH    2 0
 KE0991
 KE0991.Superseded values are not recommended for survey control.
 KE0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0991.See file dsdata.txt to determine how the superseded data were derived.
 KE0991
 KE0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE462277(NAD 83)
 KE0991_MARKER: DB = BENCH MARK DISK
 KE0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0991_STAMPING: C 109 1934
 KE0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0991+STABILITY: SURFACE MOTION
 KE0991
 KE0991  HISTORY     - Date     Condition        Report By
 KE0991  HISTORY     - 1934     MONUMENTED       CGS
 KE0991  HISTORY     - 1965     GOOD             NGS
 KE0991  HISTORY     - 19910228 MARK NOT FOUND   USPSQD
 KE0991
 KE0991                          STATION DESCRIPTION
 KE0991
 KE0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0991'AT BERN.
 KE0991'AT BERN, NEMAHA COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0991'RAILROAD, AT THE SOUTHWEST CORNER OF A STANDARD OIL CO. BULK
 KE0991'STATION, AT THE CROSSING OF STATE HIGHWAY 71, 69 FEET EAST OF
 KE0991'THE CENTER LINE OF THE HIGHWAY, AND 6 FEET SOUTH OF THE WESTERNMOST
 KE0991'CONCRETE PIER SUPPORTING A GAS-STORAGE TANK.  A STANDARD DISK,
 KE0991'STAMPED C 109 1934 AND SET IN THE TOP OF A CONCRETE POST.  59.6 FT.
 KE0991'N OF N RAIL OF MAIN TRACK, 62 FEET E OF CENTERLINE OF STATE
 KE0991'HWY. 71, 10.5 FT. N OF N RAIL OF SIDE TRACK.
 KE0991
 KE0991                          STATION RECOVERY (1965)
 KE0991
 KE0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KE0991'RECOVERED IN GOOD CONDITION.
 KE0991
 KE0991                          STATION RECOVERY (1991)
 KE0991
 KE0991'RECOVERY NOTE BY US POWER SQUADRON 1991 (JCB)
 KE0991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0370 ***********************************************************************
 KG0370  DESIGNATION -  C 11 RESET
 KG0370  PID         -  KG0370
 KG0370  STATE/COUNTY-  KS/NORTON
 KG0370  USGS QUAD   -  NORTON NW (1965)
 KG0370
 KG0370                         *CURRENT SURVEY CONTROL
 KG0370  ___________________________________________________________________
 KG0370* NAD 83(1986)-  39 55 43.     (N)    099 53 18.     (W)     SCALED    
 KG0370* NAVD 88     -       740.664  (meters)    2430.00   (feet)  ADJUSTED  
 KG0370  ___________________________________________________________________
 KG0370  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 KG0370  DYNAMIC HT  -         740.176 (meters)    2428.39  (feet)  COMP
 KG0370  MODELED GRAV-     979,942.1   (mgal)                       NAVD 88
 KG0370
 KG0370  VERT ORDER  -  FIRST     CLASS II
 KG0370
 KG0370.The horizontal coordinates were scaled from a topographic map and have
 KG0370.an estimated accuracy of +/- 6 seconds.
 KG0370
 KG0370.The orthometric height was determined by differential leveling
 KG0370.and adjusted by the National Geodetic Survey in June 1991..
 KG0370
 KG0370.The geoid height was determined by GEOID03.
 KG0370
 KG0370.The dynamic height is computed by dividing the NAVD 88
 KG0370.geopotential number by the normal gravity value computed on the
 KG0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0370.degrees latitude (g = 980.6199 gals.).
 KG0370
 KG0370.The modeled gravity was interpolated from observed gravity values.
 KG0370
 KG0370;                    North         East    Units  Estimated Accuracy
 KG0370;SPC KS N     -   178,790.      238,590.      MT  (+/- 180 meters Scaled)
 KG0370
 KG0370                          SUPERSEDED SURVEY CONTROL
 KG0370
 KG0370  NGVD 29 (02/14/92)  740.391  (m)         2429.10   (f) ADJUSTED    1 2
 KG0370
 KG0370.Superseded values are not recommended for survey control.
 KG0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0370.See file dsdata.txt to determine how the superseded data were derived.
 KG0370
 KG0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK240202(NAD 83)
 KG0370_MARKER: DB = BENCH MARK DISK
 KG0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0370_SP_SET: CONCRETE POST
 KG0370_STAMPING: C 11 RESET 1946
 KG0370_MARK LOGO: CGS   
 KG0370_PROJECTION: RECESSED 3 CENTIMETERS
 KG0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0370+STABILITY: SURFACE MOTION
 KG0370
 KG0370  HISTORY     - Date     Condition        Report By
 KG0370  HISTORY     - 1946     MONUMENTED       KSHC
 KG0370  HISTORY     - 1986     GOOD             NGS
 KG0370
 KG0370                          STATION DESCRIPTION
 KG0370
 KG0370'DESCRIBED BY KS HIGHWAY COMM 1946
 KG0370'6.6 MI N FROM NORTON.
 KG0370'6.6 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE COUNTY
 KG0370'COURTHOUSE AT NORTON, NEAR THE CORNER COMMON TO SECTIONS 26, 27,
 KG0370'34, AND 35, T 1 S, R 23 W, AT THE INTERSECTION OF A SECTION-LINE
 KG0370'ROAD, 73 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 71 FEET
 KG0370'SOUTH OF THE CENTERLINE OF THE SECTION-LINE ROAD, AND 12 FEET
 KG0370'SOUTH OF A POWERLINE POLE.  A STANDARD DISK, STAMPED C 11 RESET
 KG0370'1946 AND SET IN THE TOP OF A CONCRETE POST.
 KG0370
 KG0370                          STATION RECOVERY (1986)
 KG0370
 KG0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0370'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.2 KM (6.4
 KG0370'MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US HIGHWAY 36 AT
 KG0370'NORTON, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A DIRT ROAD, 0.75
 KG0370'KM (0.45 MI) NORTH OF MILEPOST 212, 22.2 METERS (73 FT) EAST OF THE
 KG0370'HIGHWAY CENTERLINE, 21.6 METERS (71 FT) SOUTH OF THE CENTER OF THE
 KG0370'ROAD, 20.7 METERS (68 FT) WEST OF THE NORTHWEST CORNER OF A SMALL
 KG0370'HOUSE AND 3.6 METERS (12 FT) SOUTH OF A POWER POLE.
 KG0370'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0320 ***********************************************************************
 KF0320  DESIGNATION -  C 111
 KF0320  PID         -  KF0320
 KF0320  STATE/COUNTY-  KS/MARSHALL
 KF0320  USGS QUAD   -  BLUE RAPIDS NE (1983)
 KF0320
 KF0320                         *CURRENT SURVEY CONTROL
 KF0320  ___________________________________________________________________
 KF0320* NAD 83(1986)-  39 38 17.     (N)    096 35 47.     (W)     SCALED    
 KF0320* NAVD 88     -       348.692  (meters)    1144.00   (feet)  ADJUSTED  
 KF0320  ___________________________________________________________________
 KF0320  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 KF0320  DYNAMIC HT  -         348.475 (meters)    1143.29  (feet)  COMP
 KF0320  MODELED GRAV-     979,994.5   (mgal)                       NAVD 88
 KF0320
 KF0320  VERT ORDER  -  SECOND    CLASS 0
 KF0320
 KF0320.The horizontal coordinates were scaled from a topographic map and have
 KF0320.an estimated accuracy of +/- 6 seconds.
 KF0320
 KF0320.The orthometric height was determined by differential leveling
 KF0320.and adjusted by the National Geodetic Survey in June 1991..
 KF0320
 KF0320.The geoid height was determined by GEOID03.
 KF0320
 KF0320.The dynamic height is computed by dividing the NAVD 88
 KF0320.geopotential number by the normal gravity value computed on the
 KF0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0320.degrees latitude (g = 980.6199 gals.).
 KF0320
 KF0320.The modeled gravity was interpolated from observed gravity values.
 KF0320
 KF0320;                    North         East    Units  Estimated Accuracy
 KF0320;SPC KS N     -   145,780.      520,480.      MT  (+/- 180 meters Scaled)
 KF0320
 KF0320                          SUPERSEDED SURVEY CONTROL
 KF0320
 KF0320  NGVD 29 (??/??/92)  348.566  (m)         1143.59   (f) ADJ UNCH    2 0
 KF0320
 KF0320.Superseded values are not recommended for survey control.
 KF0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0320.See file dsdata.txt to determine how the superseded data were derived.
 KF0320
 KF0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ062903(NAD 83)
 KF0320_MARKER: DB = BENCH MARK DISK
 KF0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0320_SP_SET: FOOTING
 KF0320_STAMPING: C 111 1934
 KF0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0320
 KF0320  HISTORY     - Date     Condition        Report By
 KF0320  HISTORY     - 1934     MONUMENTED       CGS
 KF0320  HISTORY     - 1965     GOOD             NGS
 KF0320  HISTORY     - 1966     GOOD             NGS
 KF0320
 KF0320                          STATION DESCRIPTION
 KF0320
 KF0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0320'AT IRVING.
 KF0320'AT IRVING, IN THE NORTHEAST CONCRETE FOOTING OF THE OLD WATER
 KF0320'TOWER, 209 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 118 FEET
 KF0320'WEST OF CENTER LINE OF A MAINTAINED STREET LEADING SOUTH, 30 FEET
 KF0320'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE FLOOR AREA
 KF0320'OF A VERY LARGE BUILDING AND 3 FEET WEST OF A METAL WITNESS
 KF0320'POST AND SIGN.  A STANDARD DISK, STAMPED, C 111 1934, AND THE
 KF0320'OLD FOOTING PROJECTS 1 FOOT ABOVE THE GROUND.  NOTE-- THIS
 KF0320'BENCH MARK IS IN THE FLOOD STAGE AREA OF THE TUTTLE CREEK DAM,
 KF0320'RESERVOIR.  THE RAILROAD, ALL BUILDINGS IN THE TOWN OF IRVING
 KF0320'AND THE WATER TANK HAS BEEN REMOVED FROM THE AREA, SIDEWALKS,
 KF0320'CONCRETE FOUNDATIONS AND CONCRETE FLOORS ARE ALL THAT REMAIN
 KF0320'IN THE AREA, A MACADAM ROAD STILL RUNS THROUGH THE AREA.
 KF0320
 KF0320                          STATION RECOVERY (1966)
 KF0320
 KF0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KF0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0380 ***********************************************************************
 KF0380  DESIGNATION -  C 112
 KF0380  PID         -  KF0380
 KF0380  STATE/COUNTY-  KS/WASHINGTON
 KF0380  USGS QUAD   -  WASHINGTON (1966)
 KF0380
 KF0380                         *CURRENT SURVEY CONTROL
 KF0380  ___________________________________________________________________
 KF0380* NAD 83(1986)-  39 49 41.     (N)    097 01 53.     (W)     SCALED    
 KF0380* NAVD 88     -       406.184  (meters)    1332.62   (feet)  ADJUSTED  
 KF0380  ___________________________________________________________________
 KF0380  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 KF0380  DYNAMIC HT  -         405.958 (meters)    1331.88  (feet)  COMP
 KF0380  MODELED GRAV-     980,056.3   (mgal)                       NAVD 88
 KF0380
 KF0380  VERT ORDER  -  SECOND    CLASS 0
 KF0380
 KF0380.The horizontal coordinates were scaled from a topographic map and have
 KF0380.an estimated accuracy of +/- 6 seconds.
 KF0380
 KF0380.The orthometric height was determined by differential leveling
 KF0380.and adjusted by the National Geodetic Survey in June 1991..
 KF0380
 KF0380.The geoid height was determined by GEOID03.
 KF0380
 KF0380.The dynamic height is computed by dividing the NAVD 88
 KF0380.geopotential number by the normal gravity value computed on the
 KF0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0380.degrees latitude (g = 980.6199 gals.).
 KF0380
 KF0380.The modeled gravity was interpolated from observed gravity values.
 KF0380
 KF0380;                    North         East    Units  Estimated Accuracy
 KF0380;SPC KS N     -   166,380.      482,920.      MT  (+/- 180 meters Scaled)
 KF0380
 KF0380                          SUPERSEDED SURVEY CONTROL
 KF0380
 KF0380  NGVD 29 (??/??/92)  406.062  (m)         1332.22   (f) ADJ UNCH    2 0
 KF0380
 KF0380.Superseded values are not recommended for survey control.
 KF0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0380.See file dsdata.txt to determine how the superseded data were derived.
 KF0380
 KF0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK684105(NAD 83)
 KF0380_MARKER: DD = SURVEY DISK
 KF0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0380_STAMPING: C 112 1934
 KF0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0380+STABILITY: SURFACE MOTION
 KF0380
 KF0380  HISTORY     - Date     Condition        Report By
 KF0380  HISTORY     - 1934     MONUMENTED       CGS
 KF0380  HISTORY     - 1965     GOOD             NGS
 KF0380  HISTORY     - 20030531 MARK NOT FOUND   SCGS
 KF0380
 KF0380                          STATION DESCRIPTION
 KF0380
 KF0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0380'1.5 MI NE FROM WASHINGTON.
 KF0380'1.5 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KF0380'RAILROAD FROM THE STATION AT WASHINGTON, AT A GRAVEL ROAD
 KF0380'CROSSING, 138 FEET NORTH OF THE CENTER OF THE CROSSING, 151 FEET
 KF0380'NORTH OF THE TREE USED FOR THE FENCE CORNER POST, 42.5 FEET
 KF0380'NORTHWEST OF THE NORTHWEST RAIL, 9 FEET SOUTHEAST OF THE FENCE
 KF0380'CORNER POST, 42.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 9 FEET
 KF0380'SOUTHEAST OF THE FENCE LINE AND 1 FOOT SOUTH OF A METAL WITNESS
 KF0380'POST AND SIGN.  A STATE SURVEY DISK, STAMPED, C 112 1934, SET
 KF0380'IN THE TOP OF A CONCRETE POST AND PROJECTING 2 INCHES.
 KF0380
 KF0380                          STATION RECOVERY (2003)
 KF0380
 KF0380'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (JWR)
 KF0380'NOT RECOVERED, RAILROAD TRACKS HAVE BEEN REMOVED, MEASUREMENTS FROM
 KF0380'ROAD PLACED THE STATION IN A PLOWED FIELD, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0299 ***********************************************************************
 KF0299  DESIGNATION -  C 113
 KF0299  PID         -  KF0299
 KF0299  STATE/COUNTY-  KS/WASHINGTON
 KF0299  USGS QUAD   -  HANOVER SW (1983)
 KF0299
 KF0299                         *CURRENT SURVEY CONTROL
 KF0299  ___________________________________________________________________
 KF0299* NAD 83(1986)-  39 52 21.     (N)    096 53 38.     (W)     SCALED    
 KF0299* NAVD 88     -       366.391  (meters)    1202.07   (feet)  ADJUSTED  
 KF0299  ___________________________________________________________________
 KF0299  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 KF0299  DYNAMIC HT  -         366.189 (meters)    1201.41  (feet)  COMP
 KF0299  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 KF0299
 KF0299  VERT ORDER  -  SECOND    CLASS 0
 KF0299
 KF0299.The horizontal coordinates were scaled from a topographic map and have
 KF0299.an estimated accuracy of +/- 6 seconds.
 KF0299
 KF0299.The orthometric height was determined by differential leveling
 KF0299.and adjusted by the National Geodetic Survey in June 1991..
 KF0299
 KF0299.The geoid height was determined by GEOID03.
 KF0299
 KF0299.The dynamic height is computed by dividing the NAVD 88
 KF0299.geopotential number by the normal gravity value computed on the
 KF0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0299.degrees latitude (g = 980.6199 gals.).
 KF0299
 KF0299.The modeled gravity was interpolated from observed gravity values.
 KF0299
 KF0299;                    North         East    Units  Estimated Accuracy
 KF0299;SPC KS N     -   171,450.      494,630.      MT  (+/- 180 meters Scaled)
 KF0299
 KF0299                          SUPERSEDED SURVEY CONTROL
 KF0299
 KF0299  NGVD 29 (??/??/92)  366.269  (m)         1201.67   (f) ADJ UNCH    2 0
 KF0299
 KF0299.Superseded values are not recommended for survey control.
 KF0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0299.See file dsdata.txt to determine how the superseded data were derived.
 KF0299
 KF0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK801157(NAD 83)
 KF0299_MARKER: DB = BENCH MARK DISK
 KF0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0299_SP_SET: PIER
 KF0299_STAMPING: C 113 1934
 KF0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0299
 KF0299  HISTORY     - Date     Condition        Report By
 KF0299  HISTORY     - 1934     MONUMENTED       CGS
 KF0299  HISTORY     - 1965     GOOD             NGS
 KF0299
 KF0299                          STATION DESCRIPTION
 KF0299
 KF0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0299'1.9 MI SW FROM HANOVER.
 KF0299'1.9 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KF0299'RAILROAD FROM THE STATION AT HANOVER, AT BRIDGE 1608 OVER THE
 KF0299'LITTLE BLUE RIVER, IN THE TOP OF THE FIRST PIER WEST OF THE
 KF0299'RIVER, 10 FEET NORTH OF THE CENTER LINE OF THE TRACK AND ABOUT
 KF0299'6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED, C 113 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0346 ***********************************************************************
 KF0346  DESIGNATION -  C 114
 KF0346  PID         -  KF0346
 KF0346  STATE/COUNTY-  KS/MARSHALL
 KF0346  USGS QUAD   -  HOME (1966)
 KF0346
 KF0346                         *CURRENT SURVEY CONTROL
 KF0346  ___________________________________________________________________
 KF0346* NAD 83(1986)-  39 46 54.     (N)    096 30 06.     (W)     SCALED    
 KF0346* NAVD 88     -       374.980  (meters)    1230.25   (feet)  ADJUSTED  
 KF0346  ___________________________________________________________________
 KF0346  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 KF0346  DYNAMIC HT  -         374.755 (meters)    1229.51  (feet)  COMP
 KF0346  MODELED GRAV-     980,013.6   (mgal)                       NAVD 88
 KF0346
 KF0346  VERT ORDER  -  SECOND    CLASS 0
 KF0346
 KF0346.The horizontal coordinates were scaled from a topographic map and have
 KF0346.an estimated accuracy of +/- 6 seconds.
 KF0346
 KF0346.The orthometric height was determined by differential leveling
 KF0346.and adjusted by the National Geodetic Survey in June 1991..
 KF0346
 KF0346.The geoid height was determined by GEOID03.
 KF0346
 KF0346.The dynamic height is computed by dividing the NAVD 88
 KF0346.geopotential number by the normal gravity value computed on the
 KF0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0346.degrees latitude (g = 980.6199 gals.).
 KF0346
 KF0346.The modeled gravity was interpolated from observed gravity values.
 KF0346
 KF0346;                    North         East    Units  Estimated Accuracy
 KF0346;SPC KS N     -   161,850.      528,350.      MT  (+/- 180 meters Scaled)
 KF0346
 KF0346                          SUPERSEDED SURVEY CONTROL
 KF0346
 KF0346  NGVD 29 (??/??/92)  374.854  (m)         1229.83   (f) ADJ UNCH    2 0
 KF0346
 KF0346.Superseded values are not recommended for survey control.
 KF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0346.See file dsdata.txt to determine how the superseded data were derived.
 KF0346
 KF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK139065(NAD 83)
 KF0346_MARKER: DD = SURVEY DISK
 KF0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0346_STAMPING: C 114 1934
 KF0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0346+STABILITY: SURFACE MOTION
 KF0346
 KF0346  HISTORY     - Date     Condition        Report By
 KF0346  HISTORY     - 1934     MONUMENTED       KSGS
 KF0346  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0346  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 KF0346
 KF0346                          STATION DESCRIPTION
 KF0346
 KF0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0346'1.4 MI NW FROM WINIFRED.
 KF0346'1.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0346'STATION AT WINIFRED, MARSHALL COUNTY, AT A ROAD CROSSING, 30
 KF0346'FEET OF THE CENTER LINE OF THE ROAD, AND 25 FEET NORTHEAST
 KF0346'OF THE CENTER LINE OF THE TRACK.  A STATE SURVEY STANDARD DISK,
 KF0346'STAMPED C 114 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KF0346
 KF0346                          STATION RECOVERY (1981)
 KF0346
 KF0346'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0638 ***********************************************************************
 KF0638  DESIGNATION -  C 115
 KF0638  PID         -  KF0638
 KF0638  STATE/COUNTY-  KS/RILEY
 KF0638  USGS QUAD   -  MANHATTAN (1991)
 KF0638
 KF0638                         *CURRENT SURVEY CONTROL
 KF0638  ___________________________________________________________________
 KF0638* NAD 83(1986)-  39 11 20.     (N)    096 34 58.     (W)     SCALED    
 KF0638* NAVD 88     -       327.251  (meters)    1073.66   (feet)  ADJUSTED  
 KF0638  ___________________________________________________________________
 KF0638  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 KF0638  DYNAMIC HT  -         327.035 (meters)    1072.95  (feet)  COMP
 KF0638  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 KF0638
 KF0638  VERT ORDER  -  FIRST     CLASS II
 KF0638
 KF0638.The horizontal coordinates were scaled from a topographic map and have
 KF0638.an estimated accuracy of +/- 6 seconds.
 KF0638
 KF0638.The orthometric height was determined by differential leveling
 KF0638.and adjusted by the National Geodetic Survey in June 1991..
 KF0638
 KF0638.The geoid height was determined by GEOID03.
 KF0638
 KF0638.The dynamic height is computed by dividing the NAVD 88
 KF0638.geopotential number by the normal gravity value computed on the
 KF0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0638.degrees latitude (g = 980.6199 gals.).
 KF0638
 KF0638.The modeled gravity was interpolated from observed gravity values.
 KF0638
 KF0638;                    North         East    Units  Estimated Accuracy
 KF0638;SPC KS N     -    95,930.      522,430.      MT  (+/- 180 meters Scaled)
 KF0638
 KF0638                          SUPERSEDED SURVEY CONTROL
 KF0638
 KF0638  NGVD 29 (??/??/92)  327.137  (m)         1073.28   (f) ADJ UNCH    1 2
 KF0638
 KF0638.Superseded values are not recommended for survey control.
 KF0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0638.See file dsdata.txt to determine how the superseded data were derived.
 KF0638
 KF0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ087405(NAD 83)
 KF0638_MARKER: DD = SURVEY DISK
 KF0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0638_STAMPING: C 115 1934
 KF0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0638+STABILITY: SURFACE MOTION
 KF0638
 KF0638  HISTORY     - Date     Condition        Report By
 KF0638  HISTORY     - 1934     MONUMENTED       CGS
 KF0638  HISTORY     - 1965     GOOD             NGS
 KF0638  HISTORY     - 1979     MARK NOT FOUND   USGS
 KF0638
 KF0638                          STATION DESCRIPTION
 KF0638
 KF0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0638'AT MANHATTAN.
 KF0638'AT MANHATTAN, RILEY COUNTY, AT THE KANSAS STATE AGRICULTURAL
 KF0638'COLLEGE, AT THE SOUTH ENTRANCE TO THE ENGINEER HALL, 45 FEET
 KF0638'SOUTH OF THE BOTTOM STONE STEP, AND 5 FEET SOUTH OF THE CURB OF
 KF0638'THE DRIVEWAY.  A STATE SURVEY STANDARD DISK, STAMPED, C 115 1934,
 KF0638'AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.2 FOOT
 KF0638'ABOVE GROUND.  NOTE-- THERE IS NOW A CONCRETE SAFETY ZONE ALONG
 KF0638'THE SOUTH SIDE OF THE CURB FOR THE LOADING ZONE OF THE NEW
 KF0638'BUILDING ON THE SOUTH SIDE OF THE STREET, THE MARK PROBABLY
 KF0638'HAS BEEN DESTROYED.
 KF0638
 KF0638                          STATION RECOVERY (1979)
 KF0638
 KF0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KF0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0639 ***********************************************************************
 KF0639  DESIGNATION -  C 115 RESET
 KF0639  PID         -  KF0639
 KF0639  STATE/COUNTY-  KS/RILEY
 KF0639  USGS QUAD   -  MANHATTAN (1991)
 KF0639
 KF0639                         *CURRENT SURVEY CONTROL
 KF0639  ___________________________________________________________________
 KF0639* NAD 83(1986)-  39 11 20.     (N)    096 34 58.     (W)     SCALED    
 KF0639* NAVD 88     -       327.688  (meters)    1075.09   (feet)  ADJUSTED  
 KF0639  ___________________________________________________________________
 KF0639  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 KF0639  DYNAMIC HT  -         327.471 (meters)    1074.38  (feet)  COMP
 KF0639  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 KF0639
 KF0639  VERT ORDER  -  FIRST     CLASS II
 KF0639
 KF0639.The horizontal coordinates were scaled from a topographic map and have
 KF0639.an estimated accuracy of +/- 6 seconds.
 KF0639
 KF0639.The orthometric height was determined by differential leveling
 KF0639.and adjusted by the National Geodetic Survey in June 1991..
 KF0639
 KF0639.The geoid height was determined by GEOID03.
 KF0639
 KF0639.The dynamic height is computed by dividing the NAVD 88
 KF0639.geopotential number by the normal gravity value computed on the
 KF0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0639.degrees latitude (g = 980.6199 gals.).
 KF0639
 KF0639.The modeled gravity was interpolated from observed gravity values.
 KF0639
 KF0639;                    North         East    Units  Estimated Accuracy
 KF0639;SPC KS N     -    95,930.      522,430.      MT  (+/- 180 meters Scaled)
 KF0639
 KF0639                          SUPERSEDED SURVEY CONTROL
 KF0639
 KF0639  NGVD 29 (??/??/92)  327.544  (m)         1074.62   (f) ADJ UNCH    1 2
 KF0639
 KF0639.Superseded values are not recommended for survey control.
 KF0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0639.See file dsdata.txt to determine how the superseded data were derived.
 KF0639
 KF0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ087405(NAD 83)
 KF0639_MARKER: DD = SURVEY DISK
 KF0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0639_SP_SET: CONCRETE POST
 KF0639_STAMPING: C 115 RESET 1955
 KF0639_MARK LOGO: KSGS  
 KF0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0639+STABILITY: SURFACE MOTION
 KF0639
 KF0639  HISTORY     - Date     Condition        Report By
 KF0639  HISTORY     - 1955     MONUMENTED       KSGS
 KF0639  HISTORY     - 1968     GOOD             NGS
 KF0639  HISTORY     - 1986     GOOD             NGS
 KF0639
 KF0639                          STATION DESCRIPTION
 KF0639
 KF0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 KF0639'AT MANHATTAN.
 KF0639'AT MANHATTAN, ON THE KANSAS STATE UNIVERSITY CAMPUS, AT THE
 KF0639'SOUTH SIDE OF SEATON HALL (ENGINEER BUILDING), WHICH IS NORTH
 KF0639'OF THE UNION BUILDING, 19.5 FEET NORTH OF THE NORTH EDGE OF A
 KF0639'CURB AT SOUTH SIDE OF SEATON HALL, 2 FEET SOUTHEAST OF THE
 KF0639'SOUTHEAST CORNER OF A WALL AT THE ENTRANCE TO BASEMENT AT THE
 KF0639'EAST SIDE OF THE SOUTH MAIN ENTRANCE TO SEATON HALL, AND SET
 KF0639'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KF0639
 KF0639                          STATION RECOVERY (1986)
 KF0639
 KF0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0512 ***********************************************************************
 KF0512  DESIGNATION -  C 116
 KF0512  PID         -  KF0512
 KF0512  STATE/COUNTY-  KS/CLOUD
 KF0512  USGS QUAD   -  AURORA (1965)
 KF0512
 KF0512                         *CURRENT SURVEY CONTROL
 KF0512  ___________________________________________________________________
 KF0512* NAD 83(1986)-  39 29 43.     (N)    097 34 03.     (W)     SCALED    
 KF0512* NAVD 88     -       441.435  (meters)    1448.27   (feet)  ADJUSTED  
 KF0512  ___________________________________________________________________
 KF0512  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 KF0512  DYNAMIC HT  -         441.159 (meters)    1447.37  (feet)  COMP
 KF0512  MODELED GRAV-     979,988.8   (mgal)                       NAVD 88
 KF0512
 KF0512  VERT ORDER  -  FIRST     CLASS II
 KF0512
 KF0512.The horizontal coordinates were scaled from a topographic map and have
 KF0512.an estimated accuracy of +/- 6 seconds.
 KF0512
 KF0512.The orthometric height was determined by differential leveling
 KF0512.and adjusted by the National Geodetic Survey in June 1991..
 KF0512.WARNING-Repeat measurements at this control monument indicate possible
 KF0512.vertical movement.
 KF0512
 KF0512.The geoid height was determined by GEOID03.
 KF0512
 KF0512.The dynamic height is computed by dividing the NAVD 88
 KF0512.geopotential number by the normal gravity value computed on the
 KF0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0512.degrees latitude (g = 980.6199 gals.).
 KF0512
 KF0512.The modeled gravity was interpolated from observed gravity values.
 KF0512
 KF0512;                    North         East    Units  Estimated Accuracy
 KF0512;SPC KS N     -   129,080.      437,200.      MT  (+/- 180 meters Scaled)
 KF0512
 KF0512                          SUPERSEDED SURVEY CONTROL
 KF0512
 KF0512  NGVD 29 (??/??/92)  441.298  (m)         1447.83   (f) ADJ UNCH    1 2
 KF0512
 KF0512.Superseded values are not recommended for survey control.
 KF0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0512.See file dsdata.txt to determine how the superseded data were derived.
 KF0512
 KF0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ231727(NAD 83)
 KF0512_MARKER: DB = BENCH MARK DISK
 KF0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0512_STAMPING: C 116 1934
 KF0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0512+STABILITY: SURFACE MOTION
 KF0512
 KF0512  HISTORY     - Date     Condition        Report By
 KF0512  HISTORY     - 1934     MONUMENTED       CGS
 KF0512  HISTORY     - 1947     GOOD             NGS
 KF0512
 KF0512                          STATION DESCRIPTION
 KF0512
 KF0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0512'3.4 MI NW FROM AURORA.
 KF0512'3.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0512'RAILROAD FROM THE STATION AT AURORA, AT AN EAST WEST SECTION
 KF0512'LINE ROAD, 92.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KF0512'TRACK, 55.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4.5
 KF0512'FEET NORTHEAST OF A FENCE, 2.0 FEET WEST OF A REFERENCE POST,
 KF0512'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 0.8 FOOT
 KF0512'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0394 ***********************************************************************
 KF0394  DESIGNATION -  C 117
 KF0394  PID         -  KF0394
 KF0394  STATE/COUNTY-  KS/CLAY
 KF0394  USGS QUAD   -  CLAY CENTER NE (1964)
 KF0394
 KF0394                         *CURRENT SURVEY CONTROL
 KF0394  ___________________________________________________________________
 KF0394* NAD 83(1986)-  39 22 38.     (N)    097 07 29.     (W)     SCALED    
 KF0394* NAVD 88     -       366.166  (meters)    1201.33   (feet)  ADJUSTED  
 KF0394  ___________________________________________________________________
 KF0394  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 KF0394  DYNAMIC HT  -         365.955 (meters)    1200.64  (feet)  COMP
 KF0394  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 KF0394
 KF0394  VERT ORDER  -  SECOND    CLASS 0
 KF0394
 KF0394.The horizontal coordinates were scaled from a topographic map and have
 KF0394.an estimated accuracy of +/- 6 seconds.
 KF0394
 KF0394.The orthometric height was determined by differential leveling
 KF0394.and adjusted by the National Geodetic Survey in June 1991..
 KF0394
 KF0394.The geoid height was determined by GEOID03.
 KF0394
 KF0394.The dynamic height is computed by dividing the NAVD 88
 KF0394.geopotential number by the normal gravity value computed on the
 KF0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0394.degrees latitude (g = 980.6199 gals.).
 KF0394
 KF0394.The modeled gravity was interpolated from observed gravity values.
 KF0394
 KF0394;                    North         East    Units  Estimated Accuracy
 KF0394;SPC KS N     -   116,250.      475,410.      MT  (+/- 180 meters Scaled)
 KF0394
 KF0394                          SUPERSEDED SURVEY CONTROL
 KF0394
 KF0394  NGVD 29 (??/??/92)  366.065  (m)         1201.00   (f) ADJ UNCH    2 0
 KF0394
 KF0394.Superseded values are not recommended for survey control.
 KF0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0394.See file dsdata.txt to determine how the superseded data were derived.
 KF0394
 KF0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ615603(NAD 83)
 KF0394_MARKER: DB = BENCH MARK DISK
 KF0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0394_SP_SET: CONCRETE POST
 KF0394_STAMPING: C 117 1934
 KF0394_MARK LOGO: CGS   
 KF0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0394+STABILITY: SURFACE MOTION
 KF0394
 KF0394  HISTORY     - Date     Condition        Report By
 KF0394  HISTORY     - 1934     MONUMENTED       CGS
 KF0394  HISTORY     - 1950     GOOD             LOCENG
 KF0394  HISTORY     - 1987     GOOD             NOS
 KF0394
 KF0394                          STATION DESCRIPTION
 KF0394
 KF0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0394'AT CLAY CENTER.
 KF0394'IN THE NORTHEAST CORNER OF COURTHOUSE YARD.  34 FEET SOUTH CENTER
 KF0394'LINE OF AN EAST AND WEST STREET.  212 FEET NORTHEAST OF NORTHEAST
 KF0394'CORNER OF COURTHOUSE, AND 2 FEET NORTH OF A SIDEWALK.
 KF0394
 KF0394                          STATION RECOVERY (1950)
 KF0394
 KF0394'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 KF0394'RECOVERED IN GOOD CONDITION.
 KF0394
 KF0394                          STATION RECOVERY (1987)
 KF0394
 KF0394'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KF0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0442 ***********************************************************************
 KF0442  DESIGNATION -  C 118
 KF0442  PID         -  KF0442
 KF0442  STATE/COUNTY-  KS/CLOUD
 KF0442  USGS QUAD   -  MILTONVALE (1964)
 KF0442
 KF0442                         *CURRENT SURVEY CONTROL
 KF0442  ___________________________________________________________________
 KF0442* NAD 83(1986)-  39 21 52.     (N)    097 25 33.     (W)     SCALED    
 KF0442* NAVD 88     -       435.136  (meters)    1427.61   (feet)  ADJUSTED  
 KF0442  ___________________________________________________________________
 KF0442  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 KF0442  DYNAMIC HT  -         434.871 (meters)    1426.74  (feet)  COMP
 KF0442  MODELED GRAV-     980,002.8   (mgal)                       NAVD 88
 KF0442
 KF0442  VERT ORDER  -  SECOND    CLASS 0
 KF0442
 KF0442.The horizontal coordinates were scaled from a topographic map and have
 KF0442.an estimated accuracy of +/- 6 seconds.
 KF0442
 KF0442.The orthometric height was determined by differential leveling
 KF0442.and adjusted by the National Geodetic Survey in June 1991..
 KF0442
 KF0442.The geoid height was determined by GEOID03.
 KF0442
 KF0442.The dynamic height is computed by dividing the NAVD 88
 KF0442.geopotential number by the normal gravity value computed on the
 KF0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0442.degrees latitude (g = 980.6199 gals.).
 KF0442
 KF0442.The modeled gravity was interpolated from observed gravity values.
 KF0442
 KF0442;                    North         East    Units  Estimated Accuracy
 KF0442;SPC KS N     -   114,620.      449,480.      MT  (+/- 180 meters Scaled)
 KF0442
 KF0442                          SUPERSEDED SURVEY CONTROL
 KF0442
 KF0442  NGVD 29 (??/??/92)  435.021  (m)         1427.23   (f) ADJ UNCH    2 0
 KF0442
 KF0442.Superseded values are not recommended for survey control.
 KF0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0442.See file dsdata.txt to determine how the superseded data were derived.
 KF0442
 KF0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ356584(NAD 83)
 KF0442_MARKER: DD = SURVEY DISK
 KF0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0442_STAMPING: C 118 1934
 KF0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0442+STABILITY: SURFACE MOTION
 KF0442
 KF0442  HISTORY     - Date     Condition        Report By
 KF0442  HISTORY     - 1934     MONUMENTED       CGS
 KF0442  HISTORY     - 1961     GOOD             NGS
 KF0442
 KF0442                          STATION DESCRIPTION
 KF0442
 KF0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KF0442'1.7 MI E FROM MILTONVALE.
 KF0442'1.7 MILES EAST ALONG U.S. HIGHWAY 24 FROM THE UNION PACIFIC
 KF0442'RAILROAD STATION MILTONVALE, CLOUD COUNTY, T 8 S, R 1 W, CORNER
 KF0442'SECTIONS 9-10-15-16, 30 FEET SOUTH OF HIGHWAY, 14 FEET NORTH,
 KF0442'3 FEET WEST OF FENCE SOUTH.  A STATE SURVEY DISK STAMPED C
 KF0442'118 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0124 ***********************************************************************
 KF0124  DESIGNATION -  C 120
 KF0124  PID         -  KF0124
 KF0124  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0124  USGS QUAD   -  EMMETT (1978)
 KF0124
 KF0124                         *CURRENT SURVEY CONTROL
 KF0124  ___________________________________________________________________
 KF0124* NAD 83(1986)-  39 18 23.     (N)    096 03 07.     (W)     SCALED    
 KF0124* NAVD 88     -       311.205  (meters)    1021.01   (feet)  ADJUSTED  
 KF0124  ___________________________________________________________________
 KF0124  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 KF0124  DYNAMIC HT  -         311.008 (meters)    1020.37  (feet)  COMP
 KF0124  MODELED GRAV-     979,984.5   (mgal)                       NAVD 88
 KF0124
 KF0124  VERT ORDER  -  SECOND    CLASS 0
 KF0124
 KF0124.The horizontal coordinates were scaled from a topographic map and have
 KF0124.an estimated accuracy of +/- 6 seconds.
 KF0124
 KF0124.The orthometric height was determined by differential leveling
 KF0124.and adjusted by the National Geodetic Survey in June 1991..
 KF0124
 KF0124.The geoid height was determined by GEOID03.
 KF0124
 KF0124.The dynamic height is computed by dividing the NAVD 88
 KF0124.geopotential number by the normal gravity value computed on the
 KF0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0124.degrees latitude (g = 980.6199 gals.).
 KF0124
 KF0124.The modeled gravity was interpolated from observed gravity values.
 KF0124
 KF0124;                    North         East    Units  Estimated Accuracy
 KF0124;SPC KS N     -   109,830.      568,000.      MT  (+/- 180 meters Scaled)
 KF0124
 KF0124                          SUPERSEDED SURVEY CONTROL
 KF0124
 KF0124  NGVD 29 (??/??/92)  311.098  (m)         1020.66   (f) ADJ UNCH    2 0
 KF0124
 KF0124.Superseded values are not recommended for survey control.
 KF0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0124.See file dsdata.txt to determine how the superseded data were derived.
 KF0124
 KF0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ541549(NAD 83)
 KF0124_MARKER: DD = SURVEY DISK
 KF0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0124_STAMPING: C 120 1934
 KF0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0124+STABILITY: SURFACE MOTION
 KF0124
 KF0124  HISTORY     - Date     Condition        Report By
 KF0124  HISTORY     - 1934     MONUMENTED       CGS
 KF0124  HISTORY     - 1965     GOOD             NGS
 KF0124  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 KF0124
 KF0124                          STATION DESCRIPTION
 KF0124
 KF0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0124'AT EMMETT.
 KF0124'AT EMMETT, ON THE UNION PACIFIC RAILROAD, 7 1/2 RAILS SOUTHEAST
 KF0124'OF THE STATION, 52 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN
 KF0124'TRACK, 37 FEET NORTH OF THE 1ST TELEPHONE POLE NORTH OF THE
 KF0124'ROAD CROSSING AND 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 KF0124'A STATE GEODETIC SURVEY DISK IN TOP OF A 6 INCH SQUARE CONCRETE
 KF0124'POST THAT PROJECTS 5 INCHES.
 KF0124
 KF0124                          STATION RECOVERY (1981)
 KF0124
 KF0124'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0736 ***********************************************************************
 KE0736  DESIGNATION -  C 121
 KE0736  PID         -  KE0736
 KE0736  STATE/COUNTY-  KS/SHAWNEE
 KE0736  USGS QUAD   -  TOPEKA (1983)
 KE0736
 KE0736                         *CURRENT SURVEY CONTROL
 KE0736  ___________________________________________________________________
 KE0736* NAD 83(1986)-  39 06 58.     (N)    095 41 53.     (W)     SCALED    
 KE0736* NAVD 88     -       271.872  (meters)     891.97   (feet)  ADJUSTED  
 KE0736  ___________________________________________________________________
 KE0736  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KE0736  DYNAMIC HT  -         271.696 (meters)     891.39  (feet)  COMP
 KE0736  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 KE0736
 KE0736  VERT ORDER  -  SECOND    CLASS 0
 KE0736
 KE0736.The horizontal coordinates were scaled from a topographic map and have
 KE0736.an estimated accuracy of +/- 6 seconds.
 KE0736
 KE0736.The orthometric height was determined by differential leveling
 KE0736.and adjusted by the National Geodetic Survey in June 1991..
 KE0736
 KE0736.The geoid height was determined by GEOID03.
 KE0736
 KE0736.The dynamic height is computed by dividing the NAVD 88
 KE0736.geopotential number by the normal gravity value computed on the
 KE0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0736.degrees latitude (g = 980.6199 gals.).
 KE0736
 KE0736.The modeled gravity was interpolated from observed gravity values.
 KE0736
 KE0736;                    North         East    Units  Estimated Accuracy
 KE0736;SPC KS N     -    89,430.      599,050.      MT  (+/- 180 meters Scaled)
 KE0736
 KE0736                          SUPERSEDED SURVEY CONTROL
 KE0736
 KE0736  NGVD 29 (??/??/92)  271.778  (m)          891.66   (f) ADJ UNCH    2 0
 KE0736
 KE0736.Superseded values are not recommended for survey control.
 KE0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0736.See file dsdata.txt to determine how the superseded data were derived.
 KE0736
 KE0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD667331(NAD 83)
 KE0736_MARKER: DB = BENCH MARK DISK
 KE0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0736_STAMPING: C 121 1934
 KE0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0736+STABILITY: SURFACE MOTION
 KE0736
 KE0736  HISTORY     - Date     Condition        Report By
 KE0736  HISTORY     - 1934     MONUMENTED       CGS
 KE0736  HISTORY     - 1950     GOOD             NGS
 KE0736
 KE0736                          STATION DESCRIPTION
 KE0736
 KE0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0736'3.4 MI S FROM ELMONT.
 KE0736'ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, AT A ROAD
 KE0736'CROSSING, 26 FEET SOUTH OF THE CENTER OF ROAD, 21 FEET EAST OF
 KE0736'THE EAST RAIL AND 10 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE
 KE0736'CORNER.  THE DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0736'1 INCH.  (NOTE-- THE PIPELINE MENTIONED IN THE ORIGINAL DESCRIPTION
 KE0736'HAS BEEN REMOVED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0572 ***********************************************************************
 KE0572  DESIGNATION -  C 122
 KE0572  PID         -  KE0572
 KE0572  STATE/COUNTY-  KS/ATCHISON
 KE0572  USGS QUAD   -  ATCHISON WEST (1978)
 KE0572
 KE0572                         *CURRENT SURVEY CONTROL
 KE0572  ___________________________________________________________________
 KE0572* NAD 83(1986)-  39 33 30.     (N)    095 08 08.     (W)     SCALED    
 KE0572* NAVD 88     -       252.421  (meters)     828.15   (feet)  ADJUSTED  
 KE0572  ___________________________________________________________________
 KE0572  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KE0572  DYNAMIC HT  -         252.268 (meters)     827.65  (feet)  COMP
 KE0572  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 KE0572
 KE0572  VERT ORDER  -  SECOND    CLASS 0
 KE0572
 KE0572.The horizontal coordinates were scaled from a topographic map and have
 KE0572.an estimated accuracy of +/- 6 seconds.
 KE0572
 KE0572.The orthometric height was determined by differential leveling
 KE0572.and adjusted by the National Geodetic Survey in June 1991..
 KE0572
 KE0572.The geoid height was determined by GEOID03.
 KE0572
 KE0572.The dynamic height is computed by dividing the NAVD 88
 KE0572.geopotential number by the normal gravity value computed on the
 KE0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0572.degrees latitude (g = 980.6199 gals.).
 KE0572
 KE0572.The modeled gravity was interpolated from observed gravity values.
 KE0572
 KE0572;                    North         East    Units  Estimated Accuracy
 KE0572;SPC KS N     -   139,880.      646,130.      MT  (+/- 180 meters Scaled)
 KE0572
 KE0572                          SUPERSEDED SURVEY CONTROL
 KE0572
 KE0572  NGVD 29 (??/??/92)  252.319  (m)          827.82   (f) ADJ UNCH    2 0
 KE0572
 KE0572.Superseded values are not recommended for survey control.
 KE0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0572.See file dsdata.txt to determine how the superseded data were derived.
 KE0572
 KE0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD165809(NAD 83)
 KE0572_MARKER: DB = BENCH MARK DISK
 KE0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0572_SP_SET: CONCRETE FOOTING
 KE0572_STAMPING: C 122 1934
 KE0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0572
 KE0572  HISTORY     - Date     Condition        Report By
 KE0572  HISTORY     - 1934     MONUMENTED       CGS
 KE0572  HISTORY     - 1950     GOOD             NGS
 KE0572
 KE0572                          STATION DESCRIPTION
 KE0572
 KE0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0572'AT ATCHISON.
 KE0572'AT ATCHISON, ATCHISON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 KE0572'FE RAILWAY, AT THE GEORGE AND FOURTEENTH STREET VIADUCT, 10 FEET
 KE0572'SOUTH OF THE CENTERLINE OF THE TRACK, AND IN THE FACE OF THE
 KE0572'SOUTHWEST CONCRETE FOOTING.  A STANDARD DISK, STAMPED C 122 1934
 KE0572'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1745 ***********************************************************************
 KE1745  DESIGNATION -  C 122 RESET
 KE1745  PID         -  KE1745
 KE1745  STATE/COUNTY-  KS/ATCHISON
 KE1745  USGS QUAD   -  ATCHISON WEST (1978)
 KE1745
 KE1745                         *CURRENT SURVEY CONTROL
 KE1745  ___________________________________________________________________
 KE1745* NAD 83(1986)-  39 33 30.     (N)    095 08 08.     (W)     SCALED    
 KE1745* NAVD 88     -       252.41   (meters)     828.1    (feet)  RESET     
 KE1745  ___________________________________________________________________
 KE1745  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KE1745
 KE1745  VERT ORDER  -  THIRD
 KE1745
 KE1745.The horizontal coordinates were scaled from a topographic map and have
 KE1745.an estimated accuracy of +/- 6 seconds.
 KE1745
 KE1745.The orthometric height was computed from unverified reset data.
 KE1745
 KE1745.The geoid height was determined by GEOID03.
 KE1745
 KE1745;                    North         East    Units  Estimated Accuracy
 KE1745;SPC KS N     -   139,880.      646,130.      MT  (+/- 180 meters Scaled)
 KE1745
 KE1745                          SUPERSEDED SURVEY CONTROL
 KE1745
 KE1745  NGVD 29 (03/09/04)  252.31   (m)          827.8    (f) RESET       3  
 KE1745
 KE1745.Superseded values are not recommended for survey control.
 KE1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1745.See file dsdata.txt to determine how the superseded data were derived.
 KE1745
 KE1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD165809(NAD 83)
 KE1745_MARKER: DV = VERTICAL CONTROL DISK
 KE1745_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1745_SP_SET: BRIDGE ABUTMENT
 KE1745_STAMPING: C 122 RESET 1982
 KE1745_MARK LOGO: NGS   
 KE1745_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1745
 KE1745  HISTORY     - Date     Condition        Report By
 KE1745  HISTORY     - 1982     MONUMENTED       NGS
 KE1745
 KE1745                          STATION DESCRIPTION
 KE1745
 KE1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KE1745'77 METERS (256 FEET) NORTH OF THE 14TH STREET OVERPASS OVER THE
 KE1745'MISSOURI PACIFIC AND THE ATCHISON, TOPEKA AND SANTA FE RAILROADS AND
 KE1745'IS IN THE EAST END OF THE SOUTHEAST CORNER OF THE SOUTH ABUTMENT OF
 KE1745'RAILROAD BRIDGE NUMBER 3310, 2.44 METERS (8 FEET) EAST OF THE EASTERN
 KE1745'MOST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6010 ***********************************************************************
 AB6010  DESIGNATION -  C 123 RESET
 AB6010  PID         -  AB6010
 AB6010  STATE/COUNTY-  KS/JEFFERSON
 AB6010  USGS QUAD   -  OSKALOOSA (1974)
 AB6010
 AB6010                         *CURRENT SURVEY CONTROL
 AB6010  ___________________________________________________________________
 AB6010* NAD 83(1986)-  39 13 29.     (N)    095 18 39.     (W)     SCALED    
 AB6010* NAVD 88     -       333.20   (meters)    1093.2    (feet)  RESET     
 AB6010  ___________________________________________________________________
 AB6010  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 AB6010
 AB6010  VERT ORDER  -  THIRD
 AB6010
 AB6010.The horizontal coordinates were scaled from a topographic map and have
 AB6010.an estimated accuracy of +/- 6 seconds.
 AB6010
 AB6010.The orthometric height was computed from unverified reset data.
 AB6010
 AB6010.The geoid height was determined by GEOID03.
 AB6010
 AB6010;                    North         East    Units  Estimated Accuracy
 AB6010;SPC KS N     -   102,400.      632,170.      MT  (+/- 180 meters Scaled)
 AB6010
 AB6010                          SUPERSEDED SURVEY CONTROL
 AB6010
 AB6010.No superseded survey control is available for this station.
 AB6010
 AB6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD005442(NAD 83)
 AB6010_MARKER: DB = BENCH MARK DISK
 AB6010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6010_STAMPING: C 123 RESET 1965
 AB6010_MARK LOGO: CGS   
 AB6010_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6010+STABILITY: SURFACE MOTION
 AB6010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6010+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 AB6010
 AB6010  HISTORY     - Date     Condition        Report By
 AB6010  HISTORY     - 1965     MONUMENTED       CGS
 AB6010  HISTORY     - 20060903 GOOD             GEOCAC
 AB6010
 AB6010                          STATION DESCRIPTION
 AB6010
 AB6010'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAE)
 AB6010'0.8 MILE (1.3 KM) NORTH ALONG US HIGHWAY 59 FROM THE COUNTY COURTHOUSE
 AB6010'IN OSKALOOSA, IN THE NORTHWEST ANGLE OF ROAD INTERSECTION, 0.05 MILE
 AB6010'(0.08 KM) SOUTH OF A FARMHOUSE, 73 FEET (22.3 M) WEST OF THE
 AB6010'CENTERLINE OF THE HIGHWAY, 67 FEET (20.4 M) NORTH OF THE CENTERLINE OF
 AB6010'THE EAST-WEST ROAD AND 2 FEET (0.6 M) SOUTH OF A METAL WITNESS POST,
 AB6010'SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES.
 AB6010
 AB6010                          STATION RECOVERY (2006)
 AB6010
 AB6010'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AB6010'HH2 N39 13 31.1 W95 18 39.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0301 ***********************************************************************
 KE0301  DESIGNATION -  C 124
 KE0301  PID         -  KE0301
 KE0301  STATE/COUNTY-  KS/LEAVENWORTH
 KE0301  USGS QUAD   -  BASEHOR (1984)
 KE0301
 KE0301                         *CURRENT SURVEY CONTROL
 KE0301  ___________________________________________________________________
 KE0301* NAD 83(1986)-  39 14 59.     (N)    094 53 18.     (W)     SCALED    
 KE0301* NAVD 88     -       243.415  (meters)     798.60   (feet)  ADJUSTED  
 KE0301  ___________________________________________________________________
 KE0301  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KE0301  DYNAMIC HT  -         243.259 (meters)     798.09  (feet)  COMP
 KE0301  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 KE0301
 KE0301  VERT ORDER  -  SECOND    CLASS 0
 KE0301
 KE0301.The horizontal coordinates were scaled from a topographic map and have
 KE0301.an estimated accuracy of +/- 6 seconds.
 KE0301
 KE0301.The orthometric height was determined by differential leveling
 KE0301.and adjusted by the National Geodetic Survey in June 1991..
 KE0301
 KE0301.The geoid height was determined by GEOID03.
 KE0301
 KE0301.The dynamic height is computed by dividing the NAVD 88
 KE0301.geopotential number by the normal gravity value computed on the
 KE0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0301.degrees latitude (g = 980.6199 gals.).
 KE0301
 KE0301.The modeled gravity was interpolated from observed gravity values.
 KE0301
 KE0301;                    North         East    Units  Estimated Accuracy
 KE0301;SPC KS N     -   106,340.      668,540.      MT  (+/- 180 meters Scaled)
 KE0301
 KE0301                          SUPERSEDED SURVEY CONTROL
 KE0301
 KE0301  NGVD 29 (??/??/92)  243.326  (m)          798.31   (f) ADJ UNCH    2 0
 KE0301
 KE0301.Superseded values are not recommended for survey control.
 KE0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0301.See file dsdata.txt to determine how the superseded data were derived.
 KE0301
 KE0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD370461(NAD 83)
 KE0301_MARKER: DD = SURVEY DISK
 KE0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0301_STAMPING: C 124 1934
 KE0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0301+STABILITY: SURFACE MOTION
 KE0301
 KE0301  HISTORY     - Date     Condition        Report By
 KE0301  HISTORY     - 1934     MONUMENTED       KSGS
 KE0301  HISTORY     - 1950     GOOD             NGS
 KE0301  HISTORY     - 1950     GOOD             NGS
 KE0301
 KE0301                          STATION DESCRIPTION
 KE0301
 KE0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0301'AT LANSING.
 KE0301'AT LANSING, LEAVENWORTH COUNTY, ON THE UNION PACIFIC RAILROAD,
 KE0301'128 FEET NORTH OF THE WAITING SHED AT THE SITE OF THE FORMER
 KE0301'STATE PRISON STATION, AND ON THE WEST SIDE OF THE TRACK.  A
 KE0301'STATE SURVEY STANDARD DISK, STAMPED C 124 1934 AND SET IN THE
 KE0301'TOP OF A CONCRETE POST.
 KE0301
 KE0301                          STATION RECOVERY (1950)
 KE0301
 KE0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1257 ***********************************************************************
 JE1257  DESIGNATION -  C 13
 JE1257  PID         -  JE1257
 JE1257  STATE/COUNTY-  KS/OSAGE
 JE1257  USGS QUAD   -  OSAGE CITY (1971)
 JE1257
 JE1257                         *CURRENT SURVEY CONTROL
 JE1257  ___________________________________________________________________
 JE1257* NAD 83(1986)-  38 38 31.     (N)    095 49 11.     (W)     SCALED    
 JE1257* NAVD 88     -       328.857  (meters)    1078.92   (feet)  ADJUSTED  
 JE1257  ___________________________________________________________________
 JE1257  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JE1257  DYNAMIC HT  -         328.626 (meters)    1078.17  (feet)  COMP
 JE1257  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 JE1257
 JE1257  VERT ORDER  -  FIRST     CLASS II
 JE1257
 JE1257.The horizontal coordinates were scaled from a topographic map and have
 JE1257.an estimated accuracy of +/- 6 seconds.
 JE1257
 JE1257.The orthometric height was determined by differential leveling
 JE1257.and adjusted by the National Geodetic Survey in June 1991..
 JE1257.WARNING-Repeat measurements at this control monument indicate possible
 JE1257.vertical movement.
 JE1257
 JE1257.The geoid height was determined by GEOID03.
 JE1257
 JE1257.The dynamic height is computed by dividing the NAVD 88
 JE1257.geopotential number by the normal gravity value computed on the
 JE1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1257.degrees latitude (g = 980.6199 gals.).
 JE1257
 JE1257.The modeled gravity was interpolated from observed gravity values.
 JE1257
 JE1257;                    North         East    Units  Estimated Accuracy
 JE1257;SPC KS S     -   622,590.      633,320.      MT  (+/- 180 meters Scaled)
 JE1257
 JE1257                          SUPERSEDED SURVEY CONTROL
 JE1257
 JE1257  NGVD 29 (??/??/92)  328.712  (m)         1078.45   (f) ADJ UNCH    1 2
 JE1257
 JE1257.Superseded values are not recommended for survey control.
 JE1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1257.See file dsdata.txt to determine how the superseded data were derived.
 JE1257
 JE1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC545808(NAD 83)
 JE1257_MARKER: DB = BENCH MARK DISK
 JE1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1257_STAMPING: C 13 1933
 JE1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1257+STABILITY: SURFACE MOTION
 JE1257
 JE1257  HISTORY     - Date     Condition        Report By
 JE1257  HISTORY     - 1933     MONUMENTED       CGS
 JE1257  HISTORY     - 1951     GOOD             NGS
 JE1257
 JE1257                          STATION DESCRIPTION
 JE1257
 JE1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1257'0.6 MI NE FROM OSAGE CITY.
 JE1257'0.6 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE1257'RAILWAY FROM THE STATION AT OSAGE CITY, OSAGE COUNTY, 50 YARDS
 JE1257'NORTHEAST OF CULVERT 84 C, 41 FEET NORTHWEST OF THE NORTHWEST
 JE1257'RAIL, 33 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 JE1257'GRAVEL ROAD, AND 6 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE
 JE1257'CORNER.  A STANDARD DISK, STAMPED C 13 1933 AND SET IN THE TOP
 JE1257'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0828 ***********************************************************************
 HF0828  DESIGNATION -  C 14
 HF0828  PID         -  HF0828
 HF0828  STATE/COUNTY-  KS/SUMNER
 HF0828  USGS QUAD   -  CALDWELL (1971)
 HF0828
 HF0828                         *CURRENT SURVEY CONTROL
 HF0828  ___________________________________________________________________
 HF0828* NAD 83(1986)-  37 01 53.     (N)    097 36 14.     (W)     SCALED    
 HF0828* NAVD 88     -       341.019  (meters)    1118.83   (feet)  ADJUSTED  
 HF0828  ___________________________________________________________________
 HF0828  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HF0828  DYNAMIC HT  -         340.734 (meters)    1117.89  (feet)  COMP
 HF0828  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 HF0828
 HF0828  VERT ORDER  -  FIRST     CLASS II
 HF0828
 HF0828.The horizontal coordinates were scaled from a topographic map and have
 HF0828.an estimated accuracy of +/- 6 seconds.
 HF0828
 HF0828.The orthometric height was determined by differential leveling
 HF0828.and adjusted by the National Geodetic Survey in June 1991..
 HF0828
 HF0828.The geoid height was determined by GEOID03.
 HF0828
 HF0828.The dynamic height is computed by dividing the NAVD 88
 HF0828.geopotential number by the normal gravity value computed on the
 HF0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0828.degrees latitude (g = 980.6199 gals.).
 HF0828
 HF0828.The modeled gravity was interpolated from observed gravity values.
 HF0828
 HF0828;                    North         East    Units  Estimated Accuracy
 HF0828;SPC KS S     -   440,860.      479,740.      MT  (+/- 180 meters Scaled)
 HF0828
 HF0828                          SUPERSEDED SURVEY CONTROL
 HF0828
 HF0828  NGVD 29 (??/??/92)  340.914  (m)         1118.48   (f) ADJ UNCH    1 2
 HF0828
 HF0828.Superseded values are not recommended for survey control.
 HF0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0828.See file dsdata.txt to determine how the superseded data were derived.
 HF0828
 HF0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF241992(NAD 83)
 HF0828_MARKER: DB = BENCH MARK DISK
 HF0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0828_STAMPING: C 14 1933
 HF0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0828+STABILITY: SURFACE MOTION
 HF0828
 HF0828  HISTORY     - Date     Condition        Report By
 HF0828  HISTORY     - 1933     MONUMENTED       CGS
 HF0828  HISTORY     - 1943     GOOD             LOCSUR
 HF0828
 HF0828                          STATION DESCRIPTION
 HF0828
 HF0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0828'AT CALDWELL.
 HF0828'AT CALDWELL, SUMNER COUNTY, ABOUT 21 YARDS SOUTH OF THE SOUTH
 HF0828'END OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION,
 HF0828'ABOUT 28 YARDS WEST OF THE CENTER LINE OF THE MAIN TRACK, AT
 HF0828'THE NORTHWEST CORNER OF THE STATION PARK, 1 YARD SOUTH OF THE
 HF0828'NORTHWEST CORNER OF THE STATION PARK, 1 YARD SOUTH OF THE
 HF0828'NORTHWEST CORNER FENCE POST, AND ADJACENT TO THE CURB.  A STANDARD
 HF0828'DISK, STAMPED C 14 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HF0828
 HF0828                          STATION RECOVERY (1943)
 HF0828
 HF0828'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 HF0828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0169 ***********************************************************************
 HF0169  DESIGNATION -  C 15
 HF0169  PID         -  HF0169
 HF0169  STATE/COUNTY-  KS/COWLEY
 HF0169  USGS QUAD   -  MAPLE CITY (1964)
 HF0169
 HF0169                         *CURRENT SURVEY CONTROL
 HF0169  ___________________________________________________________________
 HF0169* NAD 83(1986)-  37 03 42.     (N)    096 52 29.     (W)     SCALED    
 HF0169* NAVD 88     -       329.084  (meters)    1079.67   (feet)  ADJUSTED  
 HF0169  ___________________________________________________________________
 HF0169  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HF0169  DYNAMIC HT  -         328.807 (meters)    1078.76  (feet)  COMP
 HF0169  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 HF0169
 HF0169  VERT ORDER  -  FIRST     CLASS II
 HF0169
 HF0169.The horizontal coordinates were scaled from a topographic map and have
 HF0169.an estimated accuracy of +/- 6 seconds.
 HF0169
 HF0169.The orthometric height was determined by differential leveling
 HF0169.and adjusted by the National Geodetic Survey in June 1991..
 HF0169
 HF0169.The geoid height was determined by GEOID03.
 HF0169
 HF0169.The dynamic height is computed by dividing the NAVD 88
 HF0169.geopotential number by the normal gravity value computed on the
 HF0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0169.degrees latitude (g = 980.6199 gals.).
 HF0169
 HF0169.The modeled gravity was interpolated from observed gravity values.
 HF0169
 HF0169;                    North         East    Units  Estimated Accuracy
 HF0169;SPC KS S     -   445,100.      544,550.      MT  (+/- 180 meters Scaled)
 HF0169
 HF0169                          SUPERSEDED SURVEY CONTROL
 HF0169
 HF0169  NGVD 29 (??/??/92)  328.963  (m)         1079.27   (f) ADJ UNCH    1 2
 HF0169
 HF0169.Superseded values are not recommended for survey control.
 HF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0169.See file dsdata.txt to determine how the superseded data were derived.
 HF0169
 HF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG889038(NAD 83)
 HF0169_MARKER: DB = BENCH MARK DISK
 HF0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0169_SP_SET: CULVERT
 HF0169_STAMPING: C-15-1933
 HF0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0169
 HF0169  HISTORY     - Date     Condition        Report By
 HF0169  HISTORY     - 1933     MONUMENTED       CGS
 HF0169  HISTORY     - 1934     GOOD             NGS
 HF0169
 HF0169                          STATION DESCRIPTION
 HF0169
 HF0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HF0169'2.3 MI E FROM SILVERDALE.
 HF0169'2.3 MILES EAST OF SILVERDALE, COWLEY COUNTY, KANSAS, ALONG
 HF0169'MISSOURI PACIFIC RAILROAD, 20 FEET SOUTHEAST OF CENTER-LINE
 HF0169'OF TRACK, IN EAST END OF SOUTH HEADWALL OF CONCRETE CULVERT
 HF0169'UNDER RR, ABOUT 6 FEET BELOW TOP OF RAILS.  STANDARD TABLET
 HF0169'SET IN CONCRETE HEADWALL OF RAILROAD CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0041 ***********************************************************************
 KF0041  DESIGNATION -  C 15 12 10 E
 KF0041  PID         -  KF0041
 KF0041  STATE/COUNTY-  KS/WABAUNSEE
 KF0041  USGS QUAD   -  ALMA (1978)
 KF0041
 KF0041                         *CURRENT SURVEY CONTROL
 KF0041  ___________________________________________________________________
 KF0041* NAD 83(1986)-  39 00 28.     (N)    096 17 28.     (W)     SCALED    
 KF0041* NAVD 88     -       322.143  (meters)    1056.90   (feet)  ADJUSTED  
 KF0041  ___________________________________________________________________
 KF0041  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 KF0041  DYNAMIC HT  -         321.927 (meters)    1056.19  (feet)  COMP
 KF0041  MODELED GRAV-     979,949.2   (mgal)                       NAVD 88
 KF0041
 KF0041  VERT ORDER  -  SECOND    CLASS 0
 KF0041
 KF0041.The horizontal coordinates were scaled from a topographic map and have
 KF0041.an estimated accuracy of +/- 6 seconds.
 KF0041
 KF0041.The orthometric height was determined by differential leveling
 KF0041.and adjusted by the National Geodetic Survey in June 1991..
 KF0041
 KF0041.The geoid height was determined by GEOID03.
 KF0041
 KF0041.The dynamic height is computed by dividing the NAVD 88
 KF0041.geopotential number by the normal gravity value computed on the
 KF0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0041.degrees latitude (g = 980.6199 gals.).
 KF0041
 KF0041.The modeled gravity was interpolated from observed gravity values.
 KF0041
 KF0041;                    North         East    Units  Estimated Accuracy
 KF0041;SPC KS N     -    76,270.      548,010.      MT  (+/- 180 meters Scaled)
 KF0041
 KF0041                          SUPERSEDED SURVEY CONTROL
 KF0041
 KF0041  NGVD 29 (??/??/92)  322.011  (m)         1056.46   (f) ADJ UNCH    2 0
 KF0041
 KF0041.Superseded values are not recommended for survey control.
 KF0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0041.See file dsdata.txt to determine how the superseded data were derived.
 KF0041
 KF0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ345211(NAD 83)
 KF0041_MARKER: DD = SURVEY DISK
 KF0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0041_SP_SET: CONCRETE
 KF0041_STAMPING: C15-12-10 E
 KF0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0041
 KF0041  HISTORY     - Date     Condition        Report By
 KF0041  HISTORY     - UNK      MONUMENTED       KSGS
 KF0041  HISTORY     - 1962     GOOD             NGS
 KF0041  HISTORY     - 1970     MARK NOT FOUND   NGS
 KF0041
 KF0041                          STATION DESCRIPTION
 KF0041
 KF0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KF0041'0.4 MI S FROM ALMA.
 KF0041'ABOUT 0.38 MILE SOUTH OF THE NEW ALMA POST OFFICE, IN SEC.
 KF0041'15, T. 12 S., R. 10 E., ON CHICAGO, ROCK ISLAND AND PACIFIC
 KF0041'RAILWAY RIGHT OF WAY, WEST OF SOUTHWEST CORNER OF THE ALMA
 KF0041'DEPOT, 165.7 FEET N. 30 DEG E. (MAGNETIC) OF MAILCRANE, 44.1 FEET
 KF0041'SOUTH OF NORTHWEST CORNER OF CONCRETE DEPOT RAMP, AND 17.7 FEET
 KF0041'N. 50 DEG W. (MAGNETIC) OF CENTERLINE OF NORTHWEST MAIN TRACK.
 KF0041'STATION IS ABOUT 1 1/2 RAILS SOUTHWEST OF SEMAPHORE.  DISK IS
 KF0041'ABOUT 2 INCHES BELOW GROUND.  NO ATTEMPT WAS MADE TO VERIFY THE
 KF0041'X AND Y COORDINATES.
 KF0041
 KF0041                          STATION RECOVERY (1970)
 KF0041
 KF0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0504 ***********************************************************************
 KH0504  DESIGNATION -  C 150
 KH0504  PID         -  KH0504
 KH0504  STATE/COUNTY-  KS/CHEYENNE
 KH0504  USGS QUAD   -  ST FRANCIS NW (1978)
 KH0504
 KH0504                         *CURRENT SURVEY CONTROL
 KH0504  ___________________________________________________________________
 KH0504* NAD 83(1986)-  39 56 41.     (N)    101 56 11.     (W)     SCALED    
 KH0504* NAVD 88     -      1101.741  (meters)    3614.63   (feet)  ADJUSTED  
 KH0504  ___________________________________________________________________
 KH0504  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 KH0504  DYNAMIC HT  -        1100.896 (meters)    3611.86  (feet)  COMP
 KH0504  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 KH0504
 KH0504  VERT ORDER  -  SECOND    CLASS 0
 KH0504
 KH0504.The horizontal coordinates were scaled from a topographic map and have
 KH0504.an estimated accuracy of +/- 6 seconds.
 KH0504
 KH0504.The orthometric height was determined by differential leveling
 KH0504.and adjusted by the National Geodetic Survey in June 1991..
 KH0504
 KH0504.The geoid height was determined by GEOID03.
 KH0504
 KH0504.The dynamic height is computed by dividing the NAVD 88
 KH0504.geopotential number by the normal gravity value computed on the
 KH0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0504.degrees latitude (g = 980.6199 gals.).
 KH0504
 KH0504.The modeled gravity was interpolated from observed gravity values.
 KH0504
 KH0504;                    North         East    Units  Estimated Accuracy
 KH0504;SPC KS N     -   186,200.       63,680.      MT  (+/- 180 meters Scaled)
 KH0504
 KH0504                          SUPERSEDED SURVEY CONTROL
 KH0504
 KH0504  NGVD 29 (??/??/92) 1101.276  (m)         3613.10   (f) ADJ UNCH    2 0
 KH0504
 KH0504.Superseded values are not recommended for survey control.
 KH0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0504.See file dsdata.txt to determine how the superseded data were derived.
 KH0504
 KH0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK491257(NAD 83)
 KH0504_MARKER: DB = BENCH MARK DISK
 KH0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0504_STAMPING: C 150 1934
 KH0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0504+STABILITY: SURFACE MOTION
 KH0504
 KH0504  HISTORY     - Date     Condition        Report By
 KH0504  HISTORY     - 1934     MONUMENTED       CGS
 KH0504
 KH0504                          STATION DESCRIPTION
 KH0504
 KH0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0504'5.2 MI S FROM HAIGLER.
 KH0504'5.2 MILES SOUTH OF BURLINGTON STATION AT HAIGLER AT SUMMIT OF
 KH0504'STEEP GRADE SLOPING TO THE SOUTH, 33 FEET EAST OF CENTERLINE OF
 KH0504'STATE HIGHWAY 27, 24 FEET SOUTH OF CROSS ROADS, IN AN OLD FENCE
 KH0504'CORNER AND 2 FEET EAST OF A TELEPHONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0505 ***********************************************************************
 KH0505  DESIGNATION -  C 150 RESET
 KH0505  PID         -  KH0505
 KH0505  STATE/COUNTY-  KS/CHEYENNE
 KH0505  USGS QUAD   -  ST FRANCIS NW (1978)
 KH0505
 KH0505                         *CURRENT SURVEY CONTROL
 KH0505  ___________________________________________________________________
 KH0505* NAD 83(1986)-  39 56 35.     (N)    101 56 10.     (W)     SCALED    
 KH0505* NAVD 88     -      1101.38   (+/-2cm)    3613.4    (feet)  VERTCON   
 KH0505  ___________________________________________________________________
 KH0505  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 KH0505
 KH0505  VERT ORDER  -  ? (See Below)
 KH0505
 KH0505.The horizontal coordinates were scaled from a topographic map and have
 KH0505.an estimated accuracy of +/- 6 seconds.
 KH0505
 KH0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0505.The vertical order pertains to the NGVD 29 superseded value.
 KH0505
 KH0505.The geoid height was determined by GEOID03.
 KH0505
 KH0505;                    North         East    Units  Estimated Accuracy
 KH0505;SPC KS N     -   186,020.       63,700.      MT  (+/- 180 meters Scaled)
 KH0505
 KH0505                          SUPERSEDED SURVEY CONTROL
 KH0505
 KH0505  NGVD 29 (??/??/92) 1100.91   (m)         3611.9    (f) ADJ UNCH    ?  
 KH0505
 KH0505.Superseded values are not recommended for survey control.
 KH0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0505.See file dsdata.txt to determine how the superseded data were derived.
 KH0505
 KH0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK491255(NAD 83)
 KH0505_MARKER: DB = BENCH MARK DISK
 KH0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0505_STAMPING: C 150 RESET 1935
 KH0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0505+STABILITY: SURFACE MOTION
 KH0505
 KH0505  HISTORY     - Date     Condition        Report By
 KH0505  HISTORY     - 1935     MONUMENTED       CGS
 KH0505  HISTORY     - 1948     MARK NOT FOUND   NGS
 KH0505  HISTORY     - 1976     MARK NOT FOUND   USGS
 KH0505
 KH0505                          STATION DESCRIPTION
 KH0505
 KH0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KH0505'5.2 MI S FROM HAIGLER.
 KH0505'5.2 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO, BURLINGTON
 KH0505'AND QUINCY RAILROAD STATION, AT HAIGLER NEBRASKA.  76 FEET EAST AND
 KH0505'42.2 FEET SOUTH OF THE NORTHWEST CORNER OF SECTION 28, T 1 S,
 KH0505'R 41 W, AND NEAR A ROAD INTERSECTION.  THIS MARK WAS SET IN THE
 KH0505'TOP OF A CONCRETE POST.  NOTE-- CONSTRUCTION IN AREA
 KH0505
 KH0505                          STATION RECOVERY (1976)
 KH0505
 KH0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KH0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0004 ***********************************************************************
 JH0004  DESIGNATION -  C 151
 JH0004  PID         -  JH0004
 JH0004  STATE/COUNTY-  KS/GOVE
 JH0004  USGS QUAD   -  SHIELDS NW (1974)
 JH0004
 JH0004                         *CURRENT SURVEY CONTROL
 JH0004  ___________________________________________________________________
 JH0004* NAD 83(1986)-  38 42 03.     (N)    100 26 58.     (W)     SCALED    
 JH0004* NAVD 88     -       783.081  (meters)    2569.16   (feet)  ADJUSTED  
 JH0004  ___________________________________________________________________
 JH0004  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 JH0004  DYNAMIC HT  -         782.451 (meters)    2567.09  (feet)  COMP
 JH0004  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 JH0004
 JH0004  VERT ORDER  -  SECOND    CLASS 0
 JH0004
 JH0004.The horizontal coordinates were scaled from a topographic map and have
 JH0004.an estimated accuracy of +/- 6 seconds.
 JH0004
 JH0004.The orthometric height was determined by differential leveling
 JH0004.and adjusted by the National Geodetic Survey in June 1991..
 JH0004
 JH0004.The geoid height was determined by GEOID03.
 JH0004
 JH0004.The dynamic height is computed by dividing the NAVD 88
 JH0004.geopotential number by the normal gravity value computed on the
 JH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0004.degrees latitude (g = 980.6199 gals.).
 JH0004
 JH0004.The modeled gravity was interpolated from observed gravity values.
 JH0004
 JH0004;                    North         East    Units  Estimated Accuracy
 JH0004;SPC KS N     -    43,680.      186,950.      MT  (+/- 180 meters Scaled)
 JH0004
 JH0004                          SUPERSEDED SURVEY CONTROL
 JH0004
 JH0004  NGVD 29 (??/??/92)  782.788  (m)         2568.20   (f) ADJ UNCH    2 0
 JH0004
 JH0004.Superseded values are not recommended for survey control.
 JH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0004.See file dsdata.txt to determine how the superseded data were derived.
 JH0004
 JH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH739845(NAD 83)
 JH0004_MARKER: DB = BENCH MARK DISK
 JH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0004_STAMPING: C 151 1934
 JH0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0004+STABILITY: SURFACE MOTION
 JH0004
 JH0004  HISTORY     - Date     Condition        Report By
 JH0004  HISTORY     - 1934     MONUMENTED       CGS
 JH0004
 JH0004                          STATION DESCRIPTION
 JH0004
 JH0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0004'6.4 MI N FROM SHIELDS.
 JH0004'IN GOVE COUNTY, 6.4 MILES NORTH ALONG A SURFACED ROAD (OLD STATE
 JH0004'HIGHWAY 23) FROM THE MISSOURI PACIFIC RAILROAD STATION AT SHIELDS,
 JH0004'LANE COUNTY, AT THE LANE-GOVE COUNTY LINE, 100 FEET NORTH OF A
 JH0004'RIGHT-ANGLE CURVE, IN THE SOUTHEAST CORNER OF STATION 32, T 15 S,
 JH0004'R 28 W, AND 40 FEET WEST OF THE CENTER LINE OF THE ROAD.  A
 JH0004'STANDARD DISK, STAMPED C 151 1934 AND SET IN THE TOP OF A
 JH0004'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0046 ***********************************************************************
 KH0046  DESIGNATION -  C 152 RESET
 KH0046  PID         -  KH0046
 KH0046  STATE/COUNTY-  KS/SHERIDAN
 KH0046  USGS QUAD   -  HOXIE (1979)
 KH0046
 KH0046                         *CURRENT SURVEY CONTROL
 KH0046  ___________________________________________________________________
 KH0046* NAD 83(1986)-  39 18 33.     (N)    100 26 28.     (W)     SCALED    
 KH0046* NAVD 88     -       810.67   (meters)    2659.7    (feet)  RESET     
 KH0046  ___________________________________________________________________
 KH0046  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 KH0046
 KH0046  VERT ORDER  -  THIRD
 KH0046
 KH0046.The horizontal coordinates were scaled from a topographic map and have
 KH0046.an estimated accuracy of +/- 6 seconds.
 KH0046
 KH0046.The orthometric height was computed from unverified reset data.
 KH0046
 KH0046.The geoid height was determined by GEOID03.
 KH0046
 KH0046;                    North         East    Units  Estimated Accuracy
 KH0046;SPC KS N     -   111,170.      189,490.      MT  (+/- 180 meters Scaled)
 KH0046
 KH0046                          SUPERSEDED SURVEY CONTROL
 KH0046
 KH0046.No superseded survey control is available for this station.
 KH0046
 KH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ757520(NAD 83)
 KH0046_MARKER: DB = BENCH MARK DISK
 KH0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0046_SP_SET: CULVERT
 KH0046_STAMPING: C 152 RESET 1940
 KH0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0046
 KH0046  HISTORY     - Date     Condition        Report By
 KH0046  HISTORY     - 1940     MONUMENTED       KSHC
 KH0046  HISTORY     - 1942     GOOD             NGS
 KH0046  HISTORY     - 1946     MARK NOT FOUND   NGS
 KH0046
 KH0046                          STATION DESCRIPTION
 KH0046
 KH0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KH0046'2.6 MI S FROM HOXIE.
 KH0046'2.6 MILES SOUTH ALONG A SURFACED ROAD (OLD STATE HIGHWAY 23)
 KH0046'FROM THE UNION PACIFIC RAILROAD STATION AT HOXIE, SHERIDAN COUNTY,
 KH0046'851 FEET NORTH OF THE NORTHEAST CORNER OF SECTION 4, T 9 S, R
 KH0046'28 W, AT A CULVERT, AND IN THE TOP OF THE WEST HEADWALL.  A
 KH0046'STANDARD DISK, STAMPED C 152 RESET 1940.
 KH0046
 KH0046                          STATION RECOVERY (1946)
 KH0046
 KH0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 KH0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0019 ***********************************************************************
 KH0019  DESIGNATION -  C 153
 KH0019  PID         -  KH0019
 KH0019  STATE/COUNTY-  KS/NORTON
 KH0019  USGS QUAD   -  CLAYTON (1978)
 KH0019
 KH0019                         *CURRENT SURVEY CONTROL
 KH0019  ___________________________________________________________________
 KH0019* NAD 83(1986)-  39 44 18.     (N)    100 10 39.     (W)     SCALED    
 KH0019* NAVD 88     -       737.564  (meters)    2419.82   (feet)  ADJUSTED  
 KH0019  ___________________________________________________________________
 KH0019  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 KH0019  DYNAMIC HT  -         737.060 (meters)    2418.17  (feet)  COMP
 KH0019  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 KH0019
 KH0019  VERT ORDER  -  SECOND    CLASS 0
 KH0019
 KH0019.The horizontal coordinates were scaled from a topographic map and have
 KH0019.an estimated accuracy of +/- 6 seconds.
 KH0019
 KH0019.The orthometric height was determined by differential leveling
 KH0019.and adjusted by the National Geodetic Survey in June 1991..
 KH0019
 KH0019.The geoid height was determined by GEOID03.
 KH0019
 KH0019.The dynamic height is computed by dividing the NAVD 88
 KH0019.geopotential number by the normal gravity value computed on the
 KH0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0019.degrees latitude (g = 980.6199 gals.).
 KH0019
 KH0019.The modeled gravity was interpolated from observed gravity values.
 KH0019
 KH0019;                    North         East    Units  Estimated Accuracy
 KH0019;SPC KS N     -   158,220.      213,370.      MT  (+/- 180 meters Scaled)
 KH0019
 KH0019                          SUPERSEDED SURVEY CONTROL
 KH0019
 KH0019  NGVD 29 (??/??/92)  737.283  (m)         2418.90   (f) ADJ UNCH    2 0
 KH0019
 KH0019.Superseded values are not recommended for survey control.
 KH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0019.See file dsdata.txt to determine how the superseded data were derived.
 KH0019
 KH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ991993(NAD 83)
 KH0019_MARKER: DB = BENCH MARK DISK
 KH0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0019_STAMPING: C 153 1934
 KH0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0019+STABILITY: SURFACE MOTION
 KH0019
 KH0019  HISTORY     - Date     Condition        Report By
 KH0019  HISTORY     - 1934     MONUMENTED       CGS
 KH0019  HISTORY     - 1949     GOOD             NGS
 KH0019  HISTORY     - 1950     GOOD             USGS
 KH0019  HISTORY     - 1976     GOOD             KSDT
 KH0019
 KH0019                          STATION DESCRIPTION
 KH0019
 KH0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KH0019'AT CLAYTON.
 KH0019'AT CLAYTON, NORTON COUNTY, ON THE C.R.I. AND P. RR, 84 FT. W. OF
 KH0019'THE NW CORNER OF THE STATION, AT A ROAD CROSSING, 18 FT. W. OF
 KH0019'THE CENTER LINE OF ROAD, 31 FT. NORMAL TO AND N. OF CENTER LINE
 KH0019'MAIN TRACK, 4 FT. SW OF THE X-ING SIGN.  A STD. DISK, STAMPED
 KH0019'C 153 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KH0019
 KH0019                          STATION RECOVERY (1950)
 KH0019
 KH0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KH0019'RECOVERED IN GOOD CONDITION.
 KH0019
 KH0019                          STATION RECOVERY (1976)
 KH0019
 KH0019'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1976
 KH0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0213 ***********************************************************************
 KH0213  DESIGNATION -  C 154
 KH0213  PID         -  KH0213
 KH0213  STATE/COUNTY-  KS/THOMAS
 KH0213  USGS QUAD   -  GEM (1979)
 KH0213
 KH0213                         *CURRENT SURVEY CONTROL
 KH0213  ___________________________________________________________________
 KH0213* NAD 83(1986)-  39 25 24.     (N)    100 55 58.     (W)     SCALED    
 KH0213* NAVD 88     -       948.135  (meters)    3110.67   (feet)  ADJUSTED  
 KH0213  ___________________________________________________________________
 KH0213  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KH0213  DYNAMIC HT  -         947.394 (meters)    3108.24  (feet)  COMP
 KH0213  MODELED GRAV-     979,814.0   (mgal)                       NAVD 88
 KH0213
 KH0213  VERT ORDER  -  SECOND    CLASS 0
 KH0213
 KH0213.The horizontal coordinates were scaled from a topographic map and have
 KH0213.an estimated accuracy of +/- 6 seconds.
 KH0213
 KH0213.The orthometric height was determined by differential leveling
 KH0213.and adjusted by the National Geodetic Survey in June 1991..
 KH0213
 KH0213.The geoid height was determined by GEOID03.
 KH0213
 KH0213.The dynamic height is computed by dividing the NAVD 88
 KH0213.geopotential number by the normal gravity value computed on the
 KH0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0213.degrees latitude (g = 980.6199 gals.).
 KH0213
 KH0213.The modeled gravity was interpolated from observed gravity values.
 KH0213
 KH0213;                    North         East    Units  Estimated Accuracy
 KH0213;SPC KS N     -   125,090.      147,520.      MT  (+/- 180 meters Scaled)
 KH0213
 KH0213                          SUPERSEDED SURVEY CONTROL
 KH0213
 KH0213  NGVD 29 (??/??/92)  947.779  (m)         3109.50   (f) ADJ UNCH    2 0
 KH0213
 KH0213.Superseded values are not recommended for survey control.
 KH0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0213.See file dsdata.txt to determine how the superseded data were derived.
 KH0213
 KH0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ336655(NAD 83)
 KH0213_MARKER: DB = BENCH MARK DISK
 KH0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0213_SP_SET: CULVERT
 KH0213_STAMPING: C 154 1934
 KH0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0213
 KH0213  HISTORY     - Date     Condition        Report By
 KH0213  HISTORY     - 1934     MONUMENTED       CGS
 KH0213
 KH0213                          STATION DESCRIPTION
 KH0213
 KH0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0213'1.7 MI SW FROM GEM.
 KH0213'1.7 MILES SOUTHWEST OF ROCK ISLAND STATION AT GEM 3 POLES EAST
 KH0213'OF MILEPOST 381.20.  ABOUT 200 FEET EAST OF A CUT, 20 FEET
 KH0213'SOUTH OF CENTERLINE OF C.R.I. AND P. RR TRACK, IN THE WEST END
 KH0213'OF HEADWALL OF CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0112 ***********************************************************************
 KH0112  DESIGNATION -  C 155
 KH0112  PID         -  KH0112
 KH0112  STATE/COUNTY-  KS/SHERIDAN
 KH0112  USGS QUAD   -  TASCO (1979)
 KH0112
 KH0112                         *CURRENT SURVEY CONTROL
 KH0112  ___________________________________________________________________
 KH0112* NAD 83(1986)-  39 21 22.     (N)    100 17 16.     (W)     SCALED    
 KH0112* NAVD 88     -       756.959  (meters)    2483.46   (feet)  ADJUSTED  
 KH0112  ___________________________________________________________________
 KH0112  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 KH0112  DYNAMIC HT  -         756.397 (meters)    2481.61  (feet)  COMP
 KH0112  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 KH0112
 KH0112  VERT ORDER  -  SECOND    CLASS 0
 KH0112
 KH0112.The horizontal coordinates were scaled from a topographic map and have
 KH0112.an estimated accuracy of +/- 6 seconds.
 KH0112
 KH0112.The orthometric height was determined by differential leveling
 KH0112.and adjusted by the National Geodetic Survey in June 1991..
 KH0112
 KH0112.The geoid height was determined by GEOID03.
 KH0112
 KH0112.The dynamic height is computed by dividing the NAVD 88
 KH0112.geopotential number by the normal gravity value computed on the
 KH0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0112.degrees latitude (g = 980.6199 gals.).
 KH0112
 KH0112.The modeled gravity was interpolated from observed gravity values.
 KH0112
 KH0112;                    North         East    Units  Estimated Accuracy
 KH0112;SPC KS N     -   116,030.      202,840.      MT  (+/- 180 meters Scaled)
 KH0112
 KH0112                          SUPERSEDED SURVEY CONTROL
 KH0112
 KH0112  NGVD 29 (??/??/92)  756.667  (m)         2482.50   (f) ADJ UNCH    2 0
 KH0112
 KH0112.Superseded values are not recommended for survey control.
 KH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0112.See file dsdata.txt to determine how the superseded data were derived.
 KH0112
 KH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ890570(NAD 83)
 KH0112_MARKER: DB = BENCH MARK DISK
 KH0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0112_SP_SET: CULVERT
 KH0112_STAMPING: C 155 1934
 KH0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0112
 KH0112  HISTORY     - Date     Condition        Report By
 KH0112  HISTORY     - 1934     MONUMENTED       CGS
 KH0112
 KH0112                          STATION DESCRIPTION
 KH0112
 KH0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0112'8.9 MI E FROM HOXIE.
 KH0112'8.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0112'AT HOXIE, SHERIDAN COUNTY, 10-1/2 POLES EAST OF MILEPOST 162,
 KH0112'54 FEET NORTH OF THE CENTERLINE OF THE TRACK, ON U.S. HIGHWAY
 KH0112'40 N, AND IN THE TOP OF THE SOUTHEAST END OF A LARGE CONCRETE
 KH0112'HIGHWAY CULVERT.  A STANDARD DISK, STAMPED C 155 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0286 ***********************************************************************
 KH0286  DESIGNATION -  C 157
 KH0286  PID         -  KH0286
 KH0286  STATE/COUNTY-  KS/RAWLINS
 KH0286  USGS QUAD   -  ATWOOD (1978)
 KH0286
 KH0286                         *CURRENT SURVEY CONTROL
 KH0286  ___________________________________________________________________
 KH0286* NAD 83(1986)-  39 49 22.     (N)    101 02 41.     (W)     SCALED    
 KH0286* NAVD 88     -       865.838  (meters)    2840.67   (feet)  ADJUSTED  
 KH0286  ___________________________________________________________________
 KH0286  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 KH0286  DYNAMIC HT  -         865.205 (meters)    2838.59  (feet)  COMP
 KH0286  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 KH0286
 KH0286  VERT ORDER  -  SECOND    CLASS 0
 KH0286
 KH0286.The horizontal coordinates were scaled from a topographic map and have
 KH0286.an estimated accuracy of +/- 6 seconds.
 KH0286
 KH0286.The orthometric height was determined by differential leveling
 KH0286.and adjusted by the National Geodetic Survey in June 1991..
 KH0286
 KH0286.The geoid height was determined by GEOID03.
 KH0286
 KH0286.The dynamic height is computed by dividing the NAVD 88
 KH0286.geopotential number by the normal gravity value computed on the
 KH0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0286.degrees latitude (g = 980.6199 gals.).
 KH0286
 KH0286.The modeled gravity was interpolated from observed gravity values.
 KH0286
 KH0286;                    North         East    Units  Estimated Accuracy
 KH0286;SPC KS N     -   169,730.      139,380.      MT  (+/- 180 meters Scaled)
 KH0286
 KH0286                          SUPERSEDED SURVEY CONTROL
 KH0286
 KH0286  NGVD 29 (??/??/92)  865.502  (m)         2839.57   (f) ADJ UNCH    2 0
 KH0286
 KH0286.Superseded values are not recommended for survey control.
 KH0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0286.See file dsdata.txt to determine how the superseded data were derived.
 KH0286
 KH0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK250100(NAD 83)
 KH0286_MARKER: DB = BENCH MARK DISK
 KH0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0286_SP_SET: WATER TANK FOUNDATION
 KH0286_STAMPING: C 157 1934
 KH0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0286
 KH0286  HISTORY     - Date     Condition        Report By
 KH0286  HISTORY     - 1934     MONUMENTED       CGS
 KH0286
 KH0286                          STATION DESCRIPTION
 KH0286
 KH0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0286'AT ATWOOD.
 KH0286'AT ATWOOD ABOUT 700 FEET WEST OF MILE POST 91 AND ABOUT 700 FEET
 KH0286'EAST OF BURLINGTON RAILROAD STATION, 15 FEET SOUTH OF CENTERLINE
 KH0286'OF MAIN C.B. AND Q. RR. TRACK, IN THE NORTHWEST END OF CONCRETE
 KH0286'FOUNDATION OF WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0281 ***********************************************************************
 KG0281  DESIGNATION -  C 158
 KG0281  PID         -  KG0281
 KG0281  STATE/COUNTY-  KS/ROOKS
 KG0281  USGS QUAD   -  PLAINVILLE (1978)
 KG0281
 KG0281                         *CURRENT SURVEY CONTROL
 KG0281  ___________________________________________________________________
 KG0281* NAD 83(1986)-  39 10 17.     (N)    099 17 54.     (W)     SCALED    
 KG0281* NAVD 88     -       655.463  (meters)    2150.46   (feet)  ADJUSTED  
 KG0281  ___________________________________________________________________
 KG0281  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 KG0281  DYNAMIC HT  -         654.999 (meters)    2148.94  (feet)  COMP
 KG0281  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 KG0281
 KG0281  VERT ORDER  -  SECOND    CLASS 0
 KG0281
 KG0281.The horizontal coordinates were scaled from a topographic map and have
 KG0281.an estimated accuracy of +/- 6 seconds.
 KG0281
 KG0281.The orthometric height was determined by differential leveling
 KG0281.and adjusted by the National Geodetic Survey in June 1991..
 KG0281
 KG0281.The geoid height was determined by GEOID03.
 KG0281
 KG0281.The dynamic height is computed by dividing the NAVD 88
 KG0281.geopotential number by the normal gravity value computed on the
 KG0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0281.degrees latitude (g = 980.6199 gals.).
 KG0281
 KG0281.The modeled gravity was interpolated from observed gravity values.
 KG0281
 KG0281;                    North         East    Units  Estimated Accuracy
 KG0281;SPC KS N     -    93,840.      287,810.      MT  (+/- 180 meters Scaled)
 KG0281
 KG0281                          SUPERSEDED SURVEY CONTROL
 KG0281
 KG0281  NGVD 29 (??/??/92)  655.223  (m)         2149.68   (f) ADJ UNCH    2 0
 KG0281
 KG0281.Superseded values are not recommended for survey control.
 KG0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0281.See file dsdata.txt to determine how the superseded data were derived.
 KG0281
 KG0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ742358(NAD 83)
 KG0281_MARKER: DB = BENCH MARK DISK
 KG0281_SETTING: 66 = SET IN ROCK OUTCROP
 KG0281_SP_SET: ROCK LEDGE
 KG0281_STAMPING: C 158 1934
 KG0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KG0281+STABILITY: POSITION/ELEVATION WELL
 KG0281
 KG0281  HISTORY     - Date     Condition        Report By
 KG0281  HISTORY     - 1934     MONUMENTED       CGS
 KG0281
 KG0281                          STATION DESCRIPTION
 KG0281
 KG0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0281'4.8 MI S FROM PLAINVILLE.
 KG0281'4.8 MILES SOUTH OF UNION PACIFIC STATION AT PLAINSVILLE
 KG0281'45 FEET WEST OF CENTERLINE OF STATE HIGHWAY 1, 2 FEET EAST OF
 KG0281'RIGHT OF WAY FENCE LINE, HALFWAY UP NORTH SIDE OF SMALL HILL,
 KG0281'IN A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0416 ***********************************************************************
 KG0416  DESIGNATION -  C 159
 KG0416  PID         -  KG0416
 KG0416  STATE/COUNTY-  KS/NORTON
 KG0416  USGS QUAD   -  ALMENA (1967)
 KG0416
 KG0416                         *CURRENT SURVEY CONTROL
 KG0416  ___________________________________________________________________
 KG0416* NAD 83(1986)-  39 53 29.     (N)    099 42 25.     (W)     SCALED    
 KG0416* NAVD 88     -       656.991  (meters)    2155.48   (feet)  ADJUSTED  
 KG0416  ___________________________________________________________________
 KG0416  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 KG0416  DYNAMIC HT  -         656.567 (meters)    2154.09  (feet)  COMP
 KG0416  MODELED GRAV-     979,960.3   (mgal)                       NAVD 88
 KG0416
 KG0416  VERT ORDER  -  SECOND    CLASS 0
 KG0416
 KG0416.The horizontal coordinates were scaled from a topographic map and have
 KG0416.an estimated accuracy of +/- 6 seconds.
 KG0416
 KG0416.The orthometric height was determined by differential leveling
 KG0416.and adjusted by the National Geodetic Survey in June 1991..
 KG0416
 KG0416.The geoid height was determined by GEOID03.
 KG0416
 KG0416.The dynamic height is computed by dividing the NAVD 88
 KG0416.geopotential number by the normal gravity value computed on the
 KG0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0416.degrees latitude (g = 980.6199 gals.).
 KG0416
 KG0416.The modeled gravity was interpolated from observed gravity values.
 KG0416
 KG0416;                    North         East    Units  Estimated Accuracy
 KG0416;SPC KS N     -   174,350.      254,010.      MT  (+/- 180 meters Scaled)
 KG0416
 KG0416                          SUPERSEDED SURVEY CONTROL
 KG0416
 KG0416  NGVD 29 (??/??/92)  656.741  (m)         2154.66   (f) ADJ UNCH    2 0
 KG0416
 KG0416.Superseded values are not recommended for survey control.
 KG0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0416.See file dsdata.txt to determine how the superseded data were derived.
 KG0416
 KG0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK395159(NAD 83)
 KG0416_MARKER: DB = BENCH MARK DISK
 KG0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0416_SP_SET: WALL
 KG0416_STAMPING: C 159 1934
 KG0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KG0416+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 KG0416
 KG0416  HISTORY     - Date     Condition        Report By
 KG0416  HISTORY     - 1934     MONUMENTED       CGS
 KG0416  HISTORY     - 1941     GOOD             NGS
 KG0416  HISTORY     - 20040524 GOOD             INDIV
 KG0416
 KG0416                          STATION DESCRIPTION
 KG0416
 KG0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0416'AT ALMENA.
 KG0416'AT ALMENA, IN FORD GARAGE BRICK BUILDING, IN SOUTHEAST CORNER
 KG0416'2 FEET EAST OF MAIN ENTRANCE, 2 FEET SOUTH OF LARGE WINDOW.
 KG0416
 KG0416                          STATION RECOVERY (1941)
 KG0416
 KG0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KG0416'RECOVERED IN GOOD CONDITION.
 KG0416
 KG0416                          STATION RECOVERY (2004)
 KG0416
 KG0416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RLE)
 KG0416'BUILDING IS NOT OPEN FOR BUSINESS, NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0114 ***********************************************************************
 HF0114  DESIGNATION -  C 16
 HF0114  PID         -  HF0114
 HF0114  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0114  USGS QUAD   -  ELGIN NE (1979)
 HF0114
 HF0114                         *CURRENT SURVEY CONTROL
 HF0114  ___________________________________________________________________
 HF0114* NAD 83(1986)-  37 08 48.     (N)    096 16 44.     (W)     SCALED    
 HF0114* NAVD 88     -       272.283  (meters)     893.32   (feet)  ADJUSTED  
 HF0114  ___________________________________________________________________
 HF0114  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HF0114  DYNAMIC HT  -         272.061 (meters)     892.59  (feet)  COMP
 HF0114  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 HF0114
 HF0114  VERT ORDER  -  FIRST     CLASS II
 HF0114
 HF0114.The horizontal coordinates were scaled from a topographic map and have
 HF0114.an estimated accuracy of +/- 6 seconds.
 HF0114
 HF0114.The orthometric height was determined by differential leveling
 HF0114.and adjusted by the National Geodetic Survey in June 1991..
 HF0114
 HF0114.The geoid height was determined by GEOID03.
 HF0114
 HF0114.The dynamic height is computed by dividing the NAVD 88
 HF0114.geopotential number by the normal gravity value computed on the
 HF0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0114.degrees latitude (g = 980.6199 gals.).
 HF0114
 HF0114.The modeled gravity was interpolated from observed gravity values.
 HF0114
 HF0114;                    North         East    Units  Estimated Accuracy
 HF0114;SPC KS S     -   455,620.      597,310.      MT  (+/- 180 meters Scaled)
 HF0114
 HF0114                          SUPERSEDED SURVEY CONTROL
 HF0114
 HF0114  NGVD 29 (??/??/92)  272.144  (m)          892.86   (f) ADJ UNCH    1 2
 HF0114
 HF0114.Superseded values are not recommended for survey control.
 HF0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0114.See file dsdata.txt to determine how the superseded data were derived.
 HF0114
 HF0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG416146(NAD 83)
 HF0114_MARKER: DB = BENCH MARK DISK
 HF0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0114_STAMPING: C 16 1933
 HF0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0114+STABILITY: SURFACE MOTION
 HF0114
 HF0114  HISTORY     - Date     Condition        Report By
 HF0114  HISTORY     - 1933     MONUMENTED       CGS
 HF0114
 HF0114                          STATION DESCRIPTION
 HF0114
 HF0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0114'5.8 MI W FROM SEDAN.
 HF0114'ABOUT 5-3/4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0114'SEDAN, CHAUTAUQUA COUNTY, AT ROGERS, ABOUT 32 POLES WEST OF
 HF0114'MILEPOST 464, 12 YARDS SOUTH OF THE CENTER LINE OF THE MAIN
 HF0114'TRACK, 7 YARDS SOUTH OF THE CENTER LINE OF A SIDETRACK, AND 3
 HF0114'YARDS NORTHEAST OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED
 HF0114'C 16 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0406 ***********************************************************************
 KG0406  DESIGNATION -  C 161
 KG0406  PID         -  KG0406
 KG0406  STATE/COUNTY-  KS/PHILLIPS
 KG0406  USGS QUAD   -  LOGAN (1978)
 KG0406
 KG0406                         *CURRENT SURVEY CONTROL
 KG0406  ___________________________________________________________________
 KG0406* NAD 83(1986)-  39 39 36.     (N)    099 34 00.     (W)     SCALED    
 KG0406* NAVD 88     -       595.899  (meters)    1955.05   (feet)  ADJUSTED  
 KG0406  ___________________________________________________________________
 KG0406  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 KG0406  DYNAMIC HT  -         595.504 (meters)    1953.75  (feet)  COMP
 KG0406  MODELED GRAV-     979,945.4   (mgal)                       NAVD 88
 KG0406
 KG0406  VERT ORDER  -  SECOND    CLASS 0
 KG0406
 KG0406.The horizontal coordinates were scaled from a topographic map and have
 KG0406.an estimated accuracy of +/- 6 seconds.
 KG0406
 KG0406.The orthometric height was determined by differential leveling
 KG0406.and adjusted by the National Geodetic Survey in June 1991..
 KG0406
 KG0406.The geoid height was determined by GEOID03.
 KG0406
 KG0406.The dynamic height is computed by dividing the NAVD 88
 KG0406.geopotential number by the normal gravity value computed on the
 KG0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0406.degrees latitude (g = 980.6199 gals.).
 KG0406
 KG0406.The modeled gravity was interpolated from observed gravity values.
 KG0406
 KG0406;                    North         East    Units  Estimated Accuracy
 KG0406;SPC KS N     -   148,440.      265,560.      MT  (+/- 180 meters Scaled)
 KG0406
 KG0406                          SUPERSEDED SURVEY CONTROL
 KG0406
 KG0406  NGVD 29 (??/??/92)  595.657  (m)         1954.25   (f) ADJ UNCH    2 0
 KG0406
 KG0406.Superseded values are not recommended for survey control.
 KG0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0406.See file dsdata.txt to determine how the superseded data were derived.
 KG0406
 KG0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ513901(NAD 83)
 KG0406_MARKER: DB = BENCH MARK DISK
 KG0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0406_STAMPING: C 161 1934
 KG0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0406+STABILITY: SURFACE MOTION
 KG0406
 KG0406  HISTORY     - Date     Condition        Report By
 KG0406  HISTORY     - 1934     MONUMENTED       CGS
 KG0406  HISTORY     - 1945     GOOD             LOCSUR
 KG0406  HISTORY     - 1974     MARK NOT FOUND   USGS
 KG0406
 KG0406                          STATION DESCRIPTION
 KG0406
 KG0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0406'AT LOGAN.
 KG0406'AT LOGAN, 200 FEET WEST OF MISSOURI PACIFIC RAILROAD STATION, 25
 KG0406'FEET SOUTH OF CENTERLINE OF TRACK, 2 FEET NORTH OF MILEAGE
 KG0406'POST 598.25.
 KG0406
 KG0406                          STATION RECOVERY (1945)
 KG0406
 KG0406'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 KG0406'RECOVERED IN GOOD CONDITION.
 KG0406
 KG0406                          STATION RECOVERY (1974)
 KG0406
 KG0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KG0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0129 ***********************************************************************
 KG0129  DESIGNATION -  C 162
 KG0129  PID         -  KG0129
 KG0129  STATE/COUNTY-  KS/OSBORNE
 KG0129  USGS QUAD   -  OSBORNE (1979)
 KG0129
 KG0129                         *CURRENT SURVEY CONTROL
 KG0129  ___________________________________________________________________
 KG0129* NAD 83(1986)-  39 26 35.     (N)    098 41 47.     (W)     SCALED    
 KG0129* NAVD 88     -       474.367  (meters)    1556.32   (feet)  ADJUSTED  
 KG0129  ___________________________________________________________________
 KG0129  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 KG0129  DYNAMIC HT  -         474.059 (meters)    1555.31  (feet)  COMP
 KG0129  MODELED GRAV-     979,962.2   (mgal)                       NAVD 88
 KG0129
 KG0129  VERT ORDER  -  SECOND    CLASS 0
 KG0129
 KG0129.The horizontal coordinates were scaled from a topographic map and have
 KG0129.an estimated accuracy of +/- 6 seconds.
 KG0129
 KG0129.The orthometric height was determined by differential leveling
 KG0129.and adjusted by the National Geodetic Survey in June 1991..
 KG0129
 KG0129.The geoid height was determined by GEOID03.
 KG0129
 KG0129.The dynamic height is computed by dividing the NAVD 88
 KG0129.geopotential number by the normal gravity value computed on the
 KG0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0129.degrees latitude (g = 980.6199 gals.).
 KG0129
 KG0129.The modeled gravity was interpolated from observed gravity values.
 KG0129
 KG0129;                    North         East    Units  Estimated Accuracy
 KG0129;SPC KS N     -   123,420.      340,060.      MT  (+/- 180 meters Scaled)
 KG0129
 KG0129                          SUPERSEDED SURVEY CONTROL
 KG0129
 KG0129  NGVD 29 (??/??/92)  474.171  (m)         1555.68   (f) ADJ UNCH    2 0
 KG0129
 KG0129.Superseded values are not recommended for survey control.
 KG0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0129.See file dsdata.txt to determine how the superseded data were derived.
 KG0129
 KG0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ261659(NAD 83)
 KG0129_MARKER: DB = BENCH MARK DISK
 KG0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0129_STAMPING: C 162 1934
 KG0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0129+STABILITY: SURFACE MOTION
 KG0129
 KG0129  HISTORY     - Date     Condition        Report By
 KG0129  HISTORY     - 1934     MONUMENTED       CGS
 KG0129  HISTORY     - 1934     GOOD             NGS
 KG0129
 KG0129                          STATION DESCRIPTION
 KG0129
 KG0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0129'AT OSBORNE.
 KG0129'AT OSBORNE, OSBORNE COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 KG0129'ONE BLOCK WEST OF THE STATION, 90 FEET SOUTH OF THE MAIN TRACK,
 KG0129'AND 32 FEET EAST OF THE CENTERLINE OF A STREET.  A STANDARD
 KG0129'DISK, STAMPED C 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0299 ***********************************************************************
 KG0299  DESIGNATION -  C 163
 KG0299  PID         -  KG0299
 KG0299  STATE/COUNTY-  KS/OSBORNE
 KG0299  USGS QUAD   -  NATOMA (1978)
 KG0299
 KG0299                         *CURRENT SURVEY CONTROL
 KG0299  ___________________________________________________________________
 KG0299* NAD 83(1986)-  39 11 14.     (N)    099 01 25.     (W)     SCALED    
 KG0299* NAVD 88     -       557.908  (meters)    1830.40   (feet)  ADJUSTED  
 KG0299  ___________________________________________________________________
 KG0299  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 KG0299  DYNAMIC HT  -         557.523 (meters)    1829.14  (feet)  COMP
 KG0299  MODELED GRAV-     979,919.7   (mgal)                       NAVD 88
 KG0299
 KG0299  VERT ORDER  -  SECOND    CLASS 0
 KG0299
 KG0299.The horizontal coordinates were scaled from a topographic map and have
 KG0299.an estimated accuracy of +/- 6 seconds.
 KG0299
 KG0299.The orthometric height was determined by differential leveling
 KG0299.and adjusted by the National Geodetic Survey in June 1991..
 KG0299
 KG0299.The geoid height was determined by GEOID03.
 KG0299
 KG0299.The dynamic height is computed by dividing the NAVD 88
 KG0299.geopotential number by the normal gravity value computed on the
 KG0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0299.degrees latitude (g = 980.6199 gals.).
 KG0299
 KG0299.The modeled gravity was interpolated from observed gravity values.
 KG0299
 KG0299;                    North         East    Units  Estimated Accuracy
 KG0299;SPC KS N     -    95,290.      311,570.      MT  (+/- 180 meters Scaled)
 KG0299
 KG0299                          SUPERSEDED SURVEY CONTROL
 KG0299
 KG0299  NGVD 29 (??/??/92)  557.685  (m)         1829.67   (f) ADJ UNCH    2 0
 KG0299
 KG0299.Superseded values are not recommended for survey control.
 KG0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0299.See file dsdata.txt to determine how the superseded data were derived.
 KG0299
 KG0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ979375(NAD 83)
 KG0299_MARKER: DB = BENCH MARK DISK
 KG0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0299_STAMPING: C 163 1934
 KG0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0299+STABILITY: SURFACE MOTION
 KG0299
 KG0299  HISTORY     - Date     Condition        Report By
 KG0299  HISTORY     - 1934     MONUMENTED       CGS
 KG0299  HISTORY     - 1942     POOR             NGS
 KG0299
 KG0299                          STATION DESCRIPTION
 KG0299
 KG0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KG0299'AT NATOMA.
 KG0299'AT NATOMA, OSBORNE COUNTY, 115 FEET EAST OF THE UNION PACIFIC
 KG0299'RAILROAD STATION, AT MILEPOST 87, 20 FEET SOUTH OF THE
 KG0299'CENTERLINE OF THE TRACK, AND 4 FEET EAST OF A CONCRETE SIDEWALK.
 KG0299'A STANDARD DISK, STAMPED C 163 1934 AND SET IN THE TOP OF A
 KG0299'CONCRETE POST.  NOTE-- 6-INCHES OF EXCAVATING WAS DONE AND SOIL
 KG0299'PROBED WITH IRON ROAD TO A DEPTH OF ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0344 ***********************************************************************
 JG0344  DESIGNATION -  C 164
 JG0344  PID         -  JG0344
 JG0344  STATE/COUNTY-  KS/ELLIS
 JG0344  USGS QUAD   -  HAYS SOUTH (1983)
 JG0344
 JG0344                         *CURRENT SURVEY CONTROL
 JG0344  ___________________________________________________________________
 JG0344* NAD 83(1986)-  38 51 15.     (N)    099 15 46.     (W)     SCALED    
 JG0344* NAVD 88     -       610.059  (meters)    2001.50   (feet)  ADJUSTED  
 JG0344  ___________________________________________________________________
 JG0344  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 JG0344  DYNAMIC HT  -         609.608 (meters)    2000.02  (feet)  COMP
 JG0344  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 JG0344
 JG0344  VERT ORDER  -  FIRST     CLASS II
 JG0344
 JG0344.The horizontal coordinates were scaled from a topographic map and have
 JG0344.an estimated accuracy of +/- 6 seconds.
 JG0344
 JG0344.The orthometric height was determined by differential leveling
 JG0344.and adjusted by the National Geodetic Survey in June 1991..
 JG0344.WARNING-Repeat measurements at this control monument indicate possible
 JG0344.vertical movement.
 JG0344
 JG0344.The geoid height was determined by GEOID03.
 JG0344
 JG0344.The dynamic height is computed by dividing the NAVD 88
 JG0344.geopotential number by the normal gravity value computed on the
 JG0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0344.degrees latitude (g = 980.6199 gals.).
 JG0344
 JG0344.The modeled gravity was interpolated from observed gravity values.
 JG0344
 JG0344;                    North         East    Units  Estimated Accuracy
 JG0344;SPC KS N     -    58,580.      290,390.      MT  (+/- 180 meters Scaled)
 JG0344
 JG0344                          SUPERSEDED SURVEY CONTROL
 JG0344
 JG0344  NGVD 29 (??/??/92)  609.805  (m)         2000.67   (f) ADJ UNCH    1 2
 JG0344
 JG0344.Superseded values are not recommended for survey control.
 JG0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0344.See file dsdata.txt to determine how the superseded data were derived.
 JG0344
 JG0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ771006(NAD 83)
 JG0344_MARKER: DB = BENCH MARK DISK
 JG0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0344_STAMPING: C 164 1934
 JG0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0344+STABILITY: SURFACE MOTION
 JG0344
 JG0344  HISTORY     - Date     Condition        Report By
 JG0344  HISTORY     - 1934     MONUMENTED       CGS
 JG0344  HISTORY     - 1953     GOOD             NGS
 JG0344
 JG0344                          STATION DESCRIPTION
 JG0344
 JG0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0344'4.2 MI E FROM HAYS.
 JG0344'4.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0344'RAILROAD STATION AT HAYS, 44.1 FEET SOUTH OF THE CENTER LINE OF
 JG0344'THE HIGHWAY, 51 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 JG0344'DIRT ROAD, 39 FEET EAST OF TELEPHONE POLE 3835, 25.9 FEET NORTHWEST
 JG0344'OF A FENCE CORNER, 10 FEET SOUTHEAST OF A WITNESS POST, SET IN
 JG0344'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 JG0344'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0104 ***********************************************************************
 KG0104  DESIGNATION -  C 165
 KG0104  PID         -  KG0104
 KG0104  STATE/COUNTY-  KS/RUSSELL
 KG0104  USGS QUAD   -  VINCENT (1978)
 KG0104
 KG0104                         *CURRENT SURVEY CONTROL
 KG0104  ___________________________________________________________________
 KG0104* NAD 83(1986)-  39 07 59.     (N)    098 41 13.     (W)     SCALED    
 KG0104* NAVD 88     -       505.340  (meters)    1657.94   (feet)  ADJUSTED  
 KG0104  ___________________________________________________________________
 KG0104  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 KG0104  DYNAMIC HT  -         504.999 (meters)    1656.82  (feet)  COMP
 KG0104  MODELED GRAV-     979,937.4   (mgal)                       NAVD 88
 KG0104
 KG0104  VERT ORDER  -  SECOND    CLASS 0
 KG0104
 KG0104.The horizontal coordinates were scaled from a topographic map and have
 KG0104.an estimated accuracy of +/- 6 seconds.
 KG0104
 KG0104.The orthometric height was determined by differential leveling
 KG0104.and adjusted by the National Geodetic Survey in June 1991..
 KG0104
 KG0104.The geoid height was determined by GEOID03.
 KG0104
 KG0104.The dynamic height is computed by dividing the NAVD 88
 KG0104.geopotential number by the normal gravity value computed on the
 KG0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0104.degrees latitude (g = 980.6199 gals.).
 KG0104
 KG0104.The modeled gravity was interpolated from observed gravity values.
 KG0104
 KG0104;                    North         East    Units  Estimated Accuracy
 KG0104;SPC KS N     -    89,000.      340,610.      MT  (+/- 180 meters Scaled)
 KG0104
 KG0104                          SUPERSEDED SURVEY CONTROL
 KG0104
 KG0104  NGVD 29 (??/??/92)  505.148  (m)         1657.31   (f) ADJ UNCH    2 0
 KG0104
 KG0104.Superseded values are not recommended for survey control.
 KG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0104.See file dsdata.txt to determine how the superseded data were derived.
 KG0104
 KG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ270315(NAD 83)
 KG0104_MARKER: DB = BENCH MARK DISK
 KG0104_SETTING: 0 = UNSPECIFIED SETTING
 KG0104_STAMPING: C 165 1934
 KG0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0104
 KG0104  HISTORY     - Date     Condition        Report By
 KG0104  HISTORY     - 1934     MONUMENTED       CGS
 KG0104  HISTORY     - 1949     GOOD             NGS
 KG0104
 KG0104                          STATION DESCRIPTION
 KG0104
 KG0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KG0104'1 MI N FROM LURAY.
 KG0104'LOCATED 1.0 MILE NORTH OF CITY LIMIT OF LURAY ON GRAVELED ROAD,
 KG0104'30 FEET NORTHEAST OF 90 DEGREE TURN IN ROAD AND ABOUT 12 FEET
 KG0104'NORTHWEST OF STONE CORNER POST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0079 ***********************************************************************
 KG0079  DESIGNATION -  C 166
 KG0079  PID         -  KG0079
 KG0079  STATE/COUNTY-  KS/MITCHELL
 KG0079  USGS QUAD   -  SOLOMON RAPIDS (1953)
 KG0079
 KG0079                         *CURRENT SURVEY CONTROL
 KG0079  ___________________________________________________________________
 KG0079* NAD 83(1986)-  39 28 25.     (N)    098 11 32.     (W)     SCALED    
 KG0079* NAVD 88     -       424.814  (meters)    1393.74   (feet)  ADJUSTED  
 KG0079  ___________________________________________________________________
 KG0079  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 KG0079  DYNAMIC HT  -         424.547 (meters)    1392.87  (feet)  COMP
 KG0079  MODELED GRAV-     979,985.1   (mgal)                       NAVD 88
 KG0079
 KG0079  VERT ORDER  -  SECOND    CLASS 0
 KG0079
 KG0079.The horizontal coordinates were scaled from a topographic map and have
 KG0079.an estimated accuracy of +/- 6 seconds.
 KG0079
 KG0079.The orthometric height was determined by differential leveling
 KG0079.and adjusted by the National Geodetic Survey in June 1991..
 KG0079
 KG0079.The geoid height was determined by GEOID03.
 KG0079
 KG0079.The dynamic height is computed by dividing the NAVD 88
 KG0079.geopotential number by the normal gravity value computed on the
 KG0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0079.degrees latitude (g = 980.6199 gals.).
 KG0079
 KG0079.The modeled gravity was interpolated from observed gravity values.
 KG0079
 KG0079;                    North         East    Units  Estimated Accuracy
 KG0079;SPC KS N     -   126,600.      383,460.      MT  (+/- 180 meters Scaled)
 KG0079
 KG0079                          SUPERSEDED SURVEY CONTROL
 KG0079
 KG0079  NGVD 29 (??/??/92)  424.653  (m)         1393.22   (f) ADJ UNCH    2 0
 KG0079
 KG0079.Superseded values are not recommended for survey control.
 KG0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0079.See file dsdata.txt to determine how the superseded data were derived.
 KG0079
 KG0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ694696(NAD 83)
 KG0079_MARKER: DB = BENCH MARK DISK
 KG0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0079_STAMPING: C 166 1934
 KG0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0079+STABILITY: SURFACE MOTION
 KG0079
 KG0079  HISTORY     - Date     Condition        Report By
 KG0079  HISTORY     - 1934     MONUMENTED       CGS
 KG0079  HISTORY     - 1961     GOOD             NGS
 KG0079
 KG0079                          STATION DESCRIPTION
 KG0079
 KG0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KG0079'AT SOLOMON RAPIDS.
 KG0079'AT SOLOMON RAPIDS, MITCHELL COUNTY, ON THE MISSOURI PACIFIC
 KG0079'RAILROAD, 120 FEET EAST OF THE STATION, 30 FEET EAST OF THE 10TH
 KG0079'POLE WEST OF MILEPOST 519, 45 FEET SOUTH OF THE MAIN TRACK, 5
 KG0079'FEET EAST OF THE PROJECTED CENTERLINE OF ROAD CROSSING WHICH
 KG0079'LEADS TO STATION, AND 1 FOOT WEST OF A STEEL POST WITH A RAIN GAUGE
 KG0079'ATTACHED.  A STANDARD DISK, STAMPED C 166 1934 AND SET IN THE TOP
 KG0079'OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0494 ***********************************************************************
 KF0494  DESIGNATION -  C 167
 KF0494  PID         -  KF0494
 KF0494  STATE/COUNTY-  KS/OTTAWA
 KF0494  USGS QUAD   -  MINNEAPOLIS SOUTH (1980)
 KF0494
 KF0494                         *CURRENT SURVEY CONTROL
 KF0494  ___________________________________________________________________
 KF0494* NAD 83(1986)-  39 03 27.     (N)    097 37 52.     (W)     SCALED    
 KF0494* NAVD 88     -       375.025  (meters)    1230.39   (feet)  ADJUSTED  
 KF0494  ___________________________________________________________________
 KF0494  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 KF0494  DYNAMIC HT  -         374.781 (meters)    1229.59  (feet)  COMP
 KF0494  MODELED GRAV-     979,966.5   (mgal)                       NAVD 88
 KF0494
 KF0494  VERT ORDER  -  SECOND    CLASS 0
 KF0494
 KF0494.The horizontal coordinates were scaled from a topographic map and have
 KF0494.an estimated accuracy of +/- 6 seconds.
 KF0494
 KF0494.The orthometric height was determined by differential leveling
 KF0494.and adjusted by the National Geodetic Survey in June 1991..
 KF0494
 KF0494.The geoid height was determined by GEOID03.
 KF0494
 KF0494.The dynamic height is computed by dividing the NAVD 88
 KF0494.geopotential number by the normal gravity value computed on the
 KF0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0494.degrees latitude (g = 980.6199 gals.).
 KF0494
 KF0494.The modeled gravity was interpolated from observed gravity values.
 KF0494
 KF0494;                    North         East    Units  Estimated Accuracy
 KF0494;SPC KS N     -    80,460.      431,930.      MT  (+/- 180 meters Scaled)
 KF0494
 KF0494                          SUPERSEDED SURVEY CONTROL
 KF0494
 KF0494  NGVD 29 (??/??/92)  374.919  (m)         1230.05   (f) ADJ UNCH    2 0
 KF0494
 KF0494.Superseded values are not recommended for survey control.
 KF0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0494.See file dsdata.txt to determine how the superseded data were derived.
 KF0494
 KF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ184240(NAD 83)
 KF0494_MARKER: DB = BENCH MARK DISK
 KF0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0494_STAMPING: C 167 1934
 KF0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0494+STABILITY: SURFACE MOTION
 KF0494
 KF0494  HISTORY     - Date     Condition        Report By
 KF0494  HISTORY     - 1934     MONUMENTED       CGS
 KF0494  HISTORY     - 1941     GOOD             NGS
 KF0494  HISTORY     - 1965     GOOD             USGS
 KF0494
 KF0494                          STATION DESCRIPTION
 KF0494
 KF0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KF0494'2.8 MI NW FROM BENNINGTON.
 KF0494'2.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0494'STATION AT BENNINGTON, OTTAWA COUNTY, 5 POLES SOUTHEAST OF THE
 KF0494'U.S. HIGHWAY 81 OVERPASS, AT A ROAD CROSSING, 50 FEET NORTHWEST
 KF0494'OF THE ROAD, 5 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 KF0494'AND 5 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED C 167
 KF0494'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KF0494
 KF0494                          STATION RECOVERY (1965)
 KF0494
 KF0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KF0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0091 ***********************************************************************
 KG0091  DESIGNATION -  C 168
 KG0091  PID         -  KG0091
 KG0091  STATE/COUNTY-  KS/LINCOLN
 KG0091  USGS QUAD   -  VESPER (1962)
 KG0091
 KG0091                         *CURRENT SURVEY CONTROL
 KG0091  ___________________________________________________________________
 KG0091* NAD 83(1986)-  39 01 23.     (N)    098 19 04.     (W)     SCALED    
 KG0091* NAVD 88     -       429.504  (meters)    1409.13   (feet)  ADJUSTED  
 KG0091  ___________________________________________________________________
 KG0091  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 KG0091  DYNAMIC HT  -         429.210 (meters)    1408.17  (feet)  COMP
 KG0091  MODELED GRAV-     979,931.8   (mgal)                       NAVD 88
 KG0091
 KG0091  VERT ORDER  -  SECOND    CLASS 0
 KG0091
 KG0091.The horizontal coordinates were scaled from a topographic map and have
 KG0091.an estimated accuracy of +/- 6 seconds.
 KG0091
 KG0091.The orthometric height was determined by differential leveling
 KG0091.and adjusted by the National Geodetic Survey in June 1991..
 KG0091
 KG0091.The geoid height was determined by GEOID03.
 KG0091
 KG0091.The dynamic height is computed by dividing the NAVD 88
 KG0091.geopotential number by the normal gravity value computed on the
 KG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0091.degrees latitude (g = 980.6199 gals.).
 KG0091
 KG0091.The modeled gravity was interpolated from observed gravity values.
 KG0091
 KG0091;                    North         East    Units  Estimated Accuracy
 KG0091;SPC KS N     -    76,620.      372,480.      MT  (+/- 180 meters Scaled)
 KG0091
 KG0091                          SUPERSEDED SURVEY CONTROL
 KG0091
 KG0091  NGVD 29 (??/??/92)  429.343  (m)         1408.60   (f) ADJ UNCH    2 0
 KG0091
 KG0091.Superseded values are not recommended for survey control.
 KG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0091.See file dsdata.txt to determine how the superseded data were derived.
 KG0091
 KG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ590195(NAD 83)
 KG0091_MARKER: DB = BENCH MARK DISK
 KG0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0091_STAMPING: C 168 1934
 KG0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0091+STABILITY: SURFACE MOTION
 KG0091
 KG0091  HISTORY     - Date     Condition        Report By
 KG0091  HISTORY     - 1934     MONUMENTED       CGS
 KG0091  HISTORY     - 1941     GOOD             NGS
 KG0091  HISTORY     - 20050126 MARK NOT FOUND   SKW
 KG0091
 KG0091                          STATION DESCRIPTION
 KG0091
 KG0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0091'2.1 MI W FROM VESPER.
 KG0091'2.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0091'AT VESPER, LINCOLN COUNTY, 7 POLES EAST OF MILEPOST 43, 100 FEET
 KG0091'SOUTH OF THE INTERSECTION OF FOUR ROADS, AT A ROAD CROSSING, 30
 KG0091'FEET EAST OF THE ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 KG0091'AND 5 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED C 168
 KG0091'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KG0091
 KG0091                          STATION RECOVERY (2005)
 KG0091
 KG0091'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 KG0091'LANDOWNER STATED THAT THE MARK WAS DESTROYED BY THE COUNTY WHEN
 KG0091'DRAINAGE IMPROVEMENTS WERE MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0064 ***********************************************************************
 KG0064  DESIGNATION -  C 169
 KG0064  PID         -  KG0064
 KG0064  STATE/COUNTY-  KS/LINCOLN
 KG0064  USGS QUAD   -  LINCOLN NW (1980)
 KG0064
 KG0064                         *CURRENT SURVEY CONTROL
 KG0064  ___________________________________________________________________
 KG0064* NAD 83(1986)-  39 08 35.     (N)    098 09 07.     (W)     SCALED    
 KG0064* NAVD 88     -       447.592  (meters)    1468.47   (feet)  ADJUSTED  
 KG0064  ___________________________________________________________________
 KG0064  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 KG0064  DYNAMIC HT  -         447.288 (meters)    1467.48  (feet)  COMP
 KG0064  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 KG0064
 KG0064  VERT ORDER  -  SECOND    CLASS 0
 KG0064
 KG0064.The horizontal coordinates were scaled from a topographic map and have
 KG0064.an estimated accuracy of +/- 6 seconds.
 KG0064
 KG0064.The orthometric height was determined by differential leveling
 KG0064.and adjusted by the National Geodetic Survey in June 1991..
 KG0064
 KG0064.The geoid height was determined by GEOID03.
 KG0064
 KG0064.The dynamic height is computed by dividing the NAVD 88
 KG0064.geopotential number by the normal gravity value computed on the
 KG0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0064.degrees latitude (g = 980.6199 gals.).
 KG0064
 KG0064.The modeled gravity was interpolated from observed gravity values.
 KG0064
 KG0064;                    North         East    Units  Estimated Accuracy
 KG0064;SPC KS N     -    89,900.      386,870.      MT  (+/- 180 meters Scaled)
 KG0064
 KG0064                          SUPERSEDED SURVEY CONTROL
 KG0064
 KG0064  NGVD 29 (??/??/92)  447.434  (m)         1467.96   (f) ADJ UNCH    2 0
 KG0064
 KG0064.Superseded values are not recommended for survey control.
 KG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0064.See file dsdata.txt to determine how the superseded data were derived.
 KG0064
 KG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ732329(NAD 83)
 KG0064_MARKER: DB = BENCH MARK DISK
 KG0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0064_STAMPING: C 169 1934
 KG0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0064+STABILITY: SURFACE MOTION
 KG0064
 KG0064  HISTORY     - Date     Condition        Report By
 KG0064  HISTORY     - 1934     MONUMENTED       CGS
 KG0064  HISTORY     - 1963     GOOD             NGS
 KG0064  HISTORY     - 20050126 POOR             SKW
 KG0064
 KG0064                          STATION DESCRIPTION
 KG0064
 KG0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KG0064'7.1 MI N FROM LINCOLN.
 KG0064'LINCOLN, APPROXIMATELY 7.1 MILES NORTH OF, ALONG STATE HIGHWAY
 KG0064'14 AND APPROXIMATELY 0.1 MILE E. OF HIGHWAY AT A STONE FARM
 KG0064'HOUSE, IN SW CORNER OF NW 1/4 SECTION 31, T. 10 S., RS 7 AND 8W.,
 KG0064'79 FEET NE OF NE CORNER OF THE HOUSE AND 79.8 FEET N. OF NW
 KG0064'CORNER OF THE GARAGE, IN CONCRETE POST, (CONCRETE CHIPPED) STD.
 KG0064'TABLET STAMPED C 169 1934.
 KG0064
 KG0064                          STATION RECOVERY (2005)
 KG0064
 KG0064'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 KG0064'FOUND BASE OF CONCRETE MONUMENT.  TOP AND BRASS DISC HAVE BEEN
 KG0064'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0424 ***********************************************************************
 HE0424  DESIGNATION -  C 17
 HE0424  PID         -  HE0424
 HE0424  STATE/COUNTY-  KS/LABETTE
 HE0424  USGS QUAD   -  MOUND VALLEY (1974)
 HE0424
 HE0424                         *CURRENT SURVEY CONTROL
 HE0424  ___________________________________________________________________
 HE0424* NAD 83(1986)-  37 12 27.     (N)    095 24 12.     (W)     SCALED    
 HE0424* NAVD 88     -       251.208  (meters)     824.17   (feet)  ADJUSTED  
 HE0424  ___________________________________________________________________
 HE0424  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 HE0424  DYNAMIC HT  -         251.008 (meters)     823.52  (feet)  COMP
 HE0424  MODELED GRAV-     979,826.0   (mgal)                       NAVD 88
 HE0424
 HE0424  VERT ORDER  -  FIRST     CLASS II
 HE0424
 HE0424.The horizontal coordinates were scaled from a topographic map and have
 HE0424.an estimated accuracy of +/- 6 seconds.
 HE0424
 HE0424.The orthometric height was determined by differential leveling
 HE0424.and adjusted by the National Geodetic Survey in June 1991..
 HE0424
 HE0424.The geoid height was determined by GEOID03.
 HE0424
 HE0424.The dynamic height is computed by dividing the NAVD 88
 HE0424.geopotential number by the normal gravity value computed on the
 HE0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0424.degrees latitude (g = 980.6199 gals.).
 HE0424
 HE0424.The modeled gravity was interpolated from observed gravity values.
 HE0424
 HE0424;                    North         East    Units  Estimated Accuracy
 HE0424;SPC KS S     -   464,590.      674,840.      MT  (+/- 180 meters Scaled)
 HE0424
 HE0424                          SUPERSEDED SURVEY CONTROL
 HE0424
 HE0424  NGVD 29 (??/??/92)  251.079  (m)          823.75   (f) ADJ UNCH    1 2
 HE0424
 HE0424.Superseded values are not recommended for survey control.
 HE0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0424.See file dsdata.txt to determine how the superseded data were derived.
 HE0424
 HE0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB867205(NAD 83)
 HE0424_MARKER: DB = BENCH MARK DISK
 HE0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0424_STAMPING: C 17 1933
 HE0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0424+STABILITY: SURFACE MOTION
 HE0424
 HE0424  HISTORY     - Date     Condition        Report By
 HE0424  HISTORY     - 1933     MONUMENTED       CGS
 HE0424  HISTORY     - 1980     GOOD             NGS
 HE0424  HISTORY     - 1980     GOOD             NGS
 HE0424
 HE0424                          STATION DESCRIPTION
 HE0424
 HE0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0424'AT MOUND VALLEY.
 HE0424'AT MOUND VALLEY, LABETTE COUNTY, AT THE JUNCTION OF THE
 HE0424'MISSOURI-KANSAS-TEXAS RAILROAD AND THE ST. LOUIS-SAN FRANCISCO
 HE0424'RAILWAY, ABOUT 275 FEET SOUTH OF THE MISSOURI-KANSAS-TEXAS
 HE0424'RAILROAD STATION, ABOUT 55 FEET WEST OF THE MISSOURI-KANSAS-TEXAS
 HE0424'RAILROAD TRACK, ABOUT 70 FEET NORTH OF THE ST. LOUIS-SAN FRANCISCO
 HE0424'RAILWAY TRACK, AND INSIDE OF THE PROPERTY LINE.  A STANDARD DISK,
 HE0424'STAMPED C 17 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HE0424
 HE0424                          STATION RECOVERY (1980)
 HE0424
 HE0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0424'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE IN MOUND
 HE0424'VALLEY, THENCE RIGHT AND EAST ALONG A CROSS STREET FOR 0.1 MILE,
 HE0424'THENCE LEFT AND NORTH ALONG A STREET FOR 0.0K MILE TO A RAILROAD
 HE0424'CROSSING AND THE MARK ON THE LEFT, 99.4 FEET NORTH OF THE NORTH RAIL,
 HE0424'105 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 30
 HE0424'FEET WEST OF THE CENTERLINE OF THE STREET, 2.2 FEET WEST OF A FENCE
 HE0424'CORNER, 0.5 FOOTNORTH OF AN EAST/WEST FENCE.
 HE0424
 HE0424                          STATION RECOVERY (1980)
 HE0424
 HE0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0424'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE IN MOUND
 HE0424'VALLEY, THENCE RIGHT AND EAST ALONG A CROSS STREET FOR 0.1 MILE,
 HE0424'THENCE LEFT AND NORTH ALONG A STREET FOR 0.0K MILE TO A RAILROAD
 HE0424'CROSSING AND THE MARK ON THE LEFT, 99.4 FEET NORTH OF THE NORTH RAIL,
 HE0424'105 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 30
 HE0424'FEET WEST OF THE CENTERLINE OF THE STREET, 2.2 FEET WEST OF A FENCE
 HE0424'CORNER, 0.5 FOOTNORTH OF AN EAST/WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0188 ***********************************************************************
 KG0188  DESIGNATION -  C 170 RESET
 KG0188  PID         -  KG0188
 KG0188  STATE/COUNTY-  KS/SMITH
 KG0188  USGS QUAD   -  BACHELORS RUN (1973)
 KG0188
 KG0188                         *CURRENT SURVEY CONTROL
 KG0188  ___________________________________________________________________
 KG0188* NAD 83(1986)-  39 58 23.     (N)    098 56 08.     (W)     SCALED    
 KG0188* NAVD 88     -       626.69   (meters)    2056.1    (feet)  RESET     
 KG0188  ___________________________________________________________________
 KG0188  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 KG0188
 KG0188  VERT ORDER  -  THIRD
 KG0188
 KG0188.The horizontal coordinates were scaled from a topographic map and have
 KG0188.an estimated accuracy of +/- 6 seconds.
 KG0188
 KG0188.The orthometric height was computed from unverified reset data.
 KG0188
 KG0188.The geoid height was determined by GEOID03.
 KG0188
 KG0188;                    North         East    Units  Estimated Accuracy
 KG0188;SPC KS N     -   182,450.      320,080.      MT  (+/- 180 meters Scaled)
 KG0188
 KG0188                          SUPERSEDED SURVEY CONTROL
 KG0188
 KG0188.No superseded survey control is available for this station.
 KG0188
 KG0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK055247(NAD 83)
 KG0188_MARKER: DB = BENCH MARK DISK
 KG0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0188_STAMPING: C 170 RESET 1940
 KG0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0188+STABILITY: SURFACE MOTION
 KG0188
 KG0188  HISTORY     - Date     Condition        Report By
 KG0188  HISTORY     - 1947     MONUMENTED       CGS
 KG0188  HISTORY     - 1947     GOOD             NGS
 KG0188
 KG0188                          STATION DESCRIPTION
 KG0188
 KG0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KG0188'8.3 MI S FROM FRANKLIN.
 KG0188'IN SMITH COUNTY, KANSAS, ABOUT 8.3 MILES SOUTH ALONG NEBRASKA STATE
 KG0188'HIGHWAY 10 AND KANSAS STATE HIGHWAY 8 FROM THE CHICAGO, BURLINGTON
 KG0188'AND QUINCY RAILROAD STATION AT FRANKLIN, FRANKLIN COUNTY,
 KG0188'NEBRASKA, 76.3 FEET EAST AND 2.7 FEET NORTH OF THE SOUTHEAST CORNER
 KG0188'OF SEC. 17, T. 1 S., R 14 W., 201 FEET SOUTH OF A RIGHT-OF-WAY
 KG0188'MARKER, 181 FEET SOUTH AND 65 FEET EAST OF A ROAD INTERSECTION,
 KG0188'31.8 FEET NORTH OF A SPIKE AND WASHER IN A POLE, 21 FEET NORTH
 KG0188'OF AN EAST-AND-WEST ROAD, AND IN LINE WITH A NORTH-AND-SOUTH FENCE.
 KG0188'A STATE SURVEY STANDARD DISK, STAMPED C 170 RESET 1947 AND SET IN
 KG0188'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0020 ***********************************************************************
 KG0020  DESIGNATION -  C 171
 KG0020  PID         -  KG0020
 KG0020  STATE/COUNTY-  KS/JEWELL
 KG0020  USGS QUAD   -  BURR OAK (1968)
 KG0020
 KG0020                         *CURRENT SURVEY CONTROL
 KG0020  ___________________________________________________________________
 KG0020* NAD 83(1986)-  39 50 58.     (N)    098 17 13.     (W)     SCALED    
 KG0020* NAVD 88     -       528.760  (meters)    1734.77   (feet)  ADJUSTED  
 KG0020  ___________________________________________________________________
 KG0020  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 KG0020  DYNAMIC HT  -         528.436 (meters)    1733.71  (feet)  COMP
 KG0020  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 KG0020
 KG0020  VERT ORDER  -  SECOND    CLASS 0
 KG0020
 KG0020.The horizontal coordinates were scaled from a topographic map and have
 KG0020.an estimated accuracy of +/- 6 seconds.
 KG0020
 KG0020.The orthometric height was determined by differential leveling
 KG0020.and adjusted by the National Geodetic Survey in June 1991..
 KG0020
 KG0020.The geoid height was determined by GEOID03.
 KG0020
 KG0020.The dynamic height is computed by dividing the NAVD 88
 KG0020.geopotential number by the normal gravity value computed on the
 KG0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0020.degrees latitude (g = 980.6199 gals.).
 KG0020
 KG0020.The modeled gravity was interpolated from observed gravity values.
 KG0020
 KG0020;                    North         East    Units  Estimated Accuracy
 KG0020;SPC KS N     -   168,350.      375,440.      MT  (+/- 180 meters Scaled)
 KG0020
 KG0020                          SUPERSEDED SURVEY CONTROL
 KG0020
 KG0020  NGVD 29 (??/??/92)  528.558  (m)         1734.11   (f) ADJ UNCH    2 0
 KG0020
 KG0020.Superseded values are not recommended for survey control.
 KG0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0020.See file dsdata.txt to determine how the superseded data were derived.
 KG0020
 KG0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK610112(NAD 83)
 KG0020_MARKER: DD = SURVEY DISK
 KG0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0020_STAMPING: C 171 1934
 KG0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0020+STABILITY: SURFACE MOTION
 KG0020
 KG0020  HISTORY     - Date     Condition        Report By
 KG0020  HISTORY     - 1934     MONUMENTED       KSGS
 KG0020  HISTORY     - 1968     MARK NOT FOUND   USGS
 KG0020
 KG0020                          STATION DESCRIPTION
 KG0020
 KG0020'DESCRIBED BY KANSAS GEODETIC SURVEY 1934
 KG0020'1.8 MI SE FROM BURR OAK.
 KG0020'1.8 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0020'CITY WATER TOWER AT BURR OAK, JEWELL COUNTY, AT MILEPOST 528,
 KG0020'AT A ROAD CROSSING, 24 FEET SOUTH OF THE CENTER LINE OF THE
 KG0020'TRACK, AND 24 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STATE
 KG0020'SURVEY STANDARD DISK, STAMPED C 171 1934 AND SET IN THE TOP OF
 KG0020'A CONCRETE POST.
 KG0020
 KG0020                          STATION RECOVERY (1968)
 KG0020
 KG0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KG0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0515 ***********************************************************************
 KF0515  DESIGNATION -  C 173 RESET
 KF0515  PID         -  KF0515
 KF0515  STATE/COUNTY-  KS/LINCOLN
 KF0515  USGS QUAD   -  TESCOTT (1965)
 KF0515
 KF0515                         *CURRENT SURVEY CONTROL
 KF0515  ___________________________________________________________________
 KF0515* NAD 83(1986)-  39 00 45.     (N)    097 58 32.     (W)     SCALED    
 KF0515* NAVD 88     -       403.143  (meters)    1322.64   (feet)  ADJUSTED  
 KF0515  ___________________________________________________________________
 KF0515  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 KF0515  DYNAMIC HT  -         402.869 (meters)    1321.75  (feet)  COMP
 KF0515  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 KF0515
 KF0515  VERT ORDER  -  SECOND    CLASS 0
 KF0515
 KF0515.The horizontal coordinates were scaled from a topographic map and have
 KF0515.an estimated accuracy of +/- 6 seconds.
 KF0515
 KF0515.The orthometric height was determined by differential leveling
 KF0515.and adjusted by the National Geodetic Survey in June 1991..
 KF0515
 KF0515.The geoid height was determined by GEOID03.
 KF0515
 KF0515.The dynamic height is computed by dividing the NAVD 88
 KF0515.geopotential number by the normal gravity value computed on the
 KF0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0515.degrees latitude (g = 980.6199 gals.).
 KF0515
 KF0515.The modeled gravity was interpolated from observed gravity values.
 KF0515
 KF0515;                    North         East    Units  Estimated Accuracy
 KF0515;SPC KS N     -    75,400.      402,120.      MT  (+/- 180 meters Scaled)
 KF0515
 KF0515                          SUPERSEDED SURVEY CONTROL
 KF0515
 KF0515  NGVD 29 (??/??/92)  403.011  (m)         1322.21   (f) ADJ UNCH    2 0
 KF0515
 KF0515.Superseded values are not recommended for survey control.
 KF0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0515.See file dsdata.txt to determine how the superseded data were derived.
 KF0515
 KF0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ886186(NAD 83)
 KF0515_MARKER: Z = SEE DESCRIPTION
 KF0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0515_STAMPING: C 173 RESET 1952
 KF0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0515+STABILITY: SURFACE MOTION
 KF0515
 KF0515  HISTORY     - Date     Condition        Report By
 KF0515  HISTORY     - 1952     MONUMENTED       CGS
 KF0515  HISTORY     - 1960     GOOD             NGS
 KF0515
 KF0515                          STATION DESCRIPTION
 KF0515
 KF0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KF0515'AT BEVERLY.
 KF0515'AT BEVERLY, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 42
 KF0515'FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, 112 FEET
 KF0515'NORTHEAST OF THE SITE OF THE OLD RAILROAD WATER TANK, 18.5 FEET
 KF0515'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 11 FEET WEST OF THE
 KF0515'SOUTHWEST CORNER OF AN OUTDOOR TOILET AND COALSHED, AND 2 FEET
 KF0515'EAST OF A VEHICLES ARE PROHIBITED ON THE PLATFORM RAILROAD SIGN,
 KF0515'SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0250 ***********************************************************************
 HE0250  DESIGNATION -  C 18
 HE0250  PID         -  HE0250
 HE0250  STATE/COUNTY-  KS/CHEROKEE
 HE0250  USGS QUAD   -  HALLOWELL (1974)
 HE0250
 HE0250                         *CURRENT SURVEY CONTROL
 HE0250  ___________________________________________________________________
 HE0250* NAD 83(1986)-  37 10 29.     (N)    094 59 43.     (W)     SCALED    
 HE0250* NAVD 88     -       256.253  (meters)     840.72   (feet)  ADJUSTED  
 HE0250  ___________________________________________________________________
 HE0250  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HE0250  DYNAMIC HT  -         256.050 (meters)     840.06  (feet)  COMP
 HE0250  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 HE0250
 HE0250  VERT ORDER  -  FIRST     CLASS II
 HE0250
 HE0250.The horizontal coordinates were scaled from a topographic map and have
 HE0250.an estimated accuracy of +/- 6 seconds.
 HE0250
 HE0250.The orthometric height was determined by differential leveling
 HE0250.and adjusted by the National Geodetic Survey in June 1991..
 HE0250
 HE0250.The geoid height was determined by GEOID03.
 HE0250
 HE0250.The dynamic height is computed by dividing the NAVD 88
 HE0250.geopotential number by the normal gravity value computed on the
 HE0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0250.degrees latitude (g = 980.6199 gals.).
 HE0250
 HE0250.The modeled gravity was interpolated from observed gravity values.
 HE0250
 HE0250;                    North         East    Units  Estimated Accuracy
 HE0250;SPC KS S     -   462,240.      711,180.      MT  (+/- 180 meters Scaled)
 HE0250
 HE0250                          SUPERSEDED SURVEY CONTROL
 HE0250
 HE0250  NGVD 29 (??/??/92)  256.142  (m)          840.36   (f) ADJ UNCH    1 2
 HE0250
 HE0250.Superseded values are not recommended for survey control.
 HE0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0250.See file dsdata.txt to determine how the superseded data were derived.
 HE0250
 HE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB228161(NAD 83)
 HE0250_MARKER: DB = BENCH MARK DISK
 HE0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0250_STAMPING: C 18 1933
 HE0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0250+STABILITY: SURFACE MOTION
 HE0250
 HE0250  HISTORY     - Date     Condition        Report By
 HE0250  HISTORY     - 1933     MONUMENTED       CGS
 HE0250  HISTORY     - 1973     MARK NOT FOUND   USGS
 HE0250
 HE0250                          STATION DESCRIPTION
 HE0250
 HE0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0250'0.2 MI E FROM HALLOWELL.
 HE0250'1/4 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0250'THE STATION AT HALLOWELL, CHEROKEE COUNTY, 9-1/2 POLES WEST
 HE0250'OF MILEPOST 352, 35 FEET EAST OF A GRADE CROSSING, AND 50 FEET
 HE0250'NORTH OF THE TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 HE0250'POST.
 HE0250
 HE0250                          STATION RECOVERY (1973)
 HE0250
 HE0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HE0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0511 ***********************************************************************
 HG0511  DESIGNATION -  C 180
 HG0511  PID         -  HG0511
 HG0511  STATE/COUNTY-  KS/CLARK
 HG0511  USGS QUAD   -  ENGLEWOOD (1972)
 HG0511
 HG0511                         *CURRENT SURVEY CONTROL
 HG0511  ___________________________________________________________________
 HG0511* NAD 83(1986)-  37 02 54.     (N)    099 59 12.     (W)     SCALED    
 HG0511* NAVD 88     -       603.592  (meters)    1980.28   (feet)  ADJUSTED  
 HG0511  ___________________________________________________________________
 HG0511  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 HG0511  DYNAMIC HT  -         603.041 (meters)    1978.48  (feet)  COMP
 HG0511  MODELED GRAV-     979,699.4   (mgal)                       NAVD 88
 HG0511
 HG0511  VERT ORDER  -  SECOND    CLASS 0
 HG0511
 HG0511.The horizontal coordinates were scaled from a topographic map and have
 HG0511.an estimated accuracy of +/- 6 seconds.
 HG0511
 HG0511.The orthometric height was determined by differential leveling
 HG0511.and adjusted by the National Geodetic Survey in June 1991..
 HG0511
 HG0511.The geoid height was determined by GEOID03.
 HG0511
 HG0511.The dynamic height is computed by dividing the NAVD 88
 HG0511.geopotential number by the normal gravity value computed on the
 HG0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0511.degrees latitude (g = 980.6199 gals.).
 HG0511
 HG0511.The modeled gravity was interpolated from observed gravity values.
 HG0511
 HG0511;                    North         East    Units  Estimated Accuracy
 HG0511;SPC KS S     -   443,410.      267,750.      MT  (+/- 180 meters Scaled)
 HG0511
 HG0511                          SUPERSEDED SURVEY CONTROL
 HG0511
 HG0511  NGVD 29 (??/??/92)  603.298  (m)         1979.32   (f) ADJ UNCH    2 0
 HG0511
 HG0511.Superseded values are not recommended for survey control.
 HG0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0511.See file dsdata.txt to determine how the superseded data were derived.
 HG0511
 HG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG122006(NAD 83)
 HG0511_MARKER: DB = BENCH MARK DISK
 HG0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0511_STAMPING: C 180 1934
 HG0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0511+STABILITY: SURFACE MOTION
 HG0511
 HG0511  HISTORY     - Date     Condition        Report By
 HG0511  HISTORY     - 1934     MONUMENTED       CGS
 HG0511  HISTORY     - 1970     MARK NOT FOUND   USGS
 HG0511
 HG0511                          STATION DESCRIPTION
 HG0511
 HG0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0511'1.3 MI N FROM ENGLEWOOD.
 HG0511'1.3 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE ATCHISON,
 HG0511'TOPEKA AND SANTA FE RAILWAY STATION AT ENGLEWOOD, CLARK COUNTY,
 HG0511'0.3 MILE NORTH OF THE NORTH CITY LIMITS, 240 FEET SOUTH OF THE
 HG0511'CENTER LINE OF A SECTION-LINE ROAD, AND 40 FEET WEST OF THE
 HG0511'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 180
 HG0511'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0511
 HG0511                          STATION RECOVERY (1970)
 HG0511
 HG0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HG0511'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0504 ***********************************************************************
 HG0504  DESIGNATION -  C 182
 HG0504  PID         -  HG0504
 HG0504  STATE/COUNTY-  KS/CLARK
 HG0504  USGS QUAD   -  SITKA (1979)
 HG0504
 HG0504                         *CURRENT SURVEY CONTROL
 HG0504  ___________________________________________________________________
 HG0504* NAD 83(1986)-  37 10 31.     (N)    099 39 15.     (W)     SCALED    
 HG0504* NAVD 88     -       574.246  (meters)    1884.01   (feet)  ADJUSTED  
 HG0504  ___________________________________________________________________
 HG0504  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 HG0504  DYNAMIC HT  -         573.733 (meters)    1882.32  (feet)  COMP
 HG0504  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 HG0504
 HG0504  VERT ORDER  -  SECOND    CLASS 0
 HG0504
 HG0504.The horizontal coordinates were scaled from a topographic map and have
 HG0504.an estimated accuracy of +/- 6 seconds.
 HG0504
 HG0504.The orthometric height was determined by differential leveling
 HG0504.and adjusted by the National Geodetic Survey in June 1991..
 HG0504
 HG0504.The geoid height was determined by GEOID03.
 HG0504
 HG0504.The dynamic height is computed by dividing the NAVD 88
 HG0504.geopotential number by the normal gravity value computed on the
 HG0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0504.degrees latitude (g = 980.6199 gals.).
 HG0504
 HG0504.The modeled gravity was interpolated from observed gravity values.
 HG0504
 HG0504;                    North         East    Units  Estimated Accuracy
 HG0504;SPC KS S     -   457,080.      297,500.      MT  (+/- 180 meters Scaled)
 HG0504
 HG0504                          SUPERSEDED SURVEY CONTROL
 HG0504
 HG0504  NGVD 29 (??/??/92)  573.975  (m)         1883.12   (f) ADJ UNCH    2 0
 HG0504
 HG0504.Superseded values are not recommended for survey control.
 HG0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0504.See file dsdata.txt to determine how the superseded data were derived.
 HG0504
 HG0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG419145(NAD 83)
 HG0504_MARKER: DB = BENCH MARK DISK
 HG0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0504_STAMPING: C 182 1934
 HG0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0504+STABILITY: SURFACE MOTION
 HG0504
 HG0504  HISTORY     - Date     Condition        Report By
 HG0504  HISTORY     - 1934     MONUMENTED       CGS
 HG0504
 HG0504                          STATION DESCRIPTION
 HG0504
 HG0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0504'AT SITKA.
 HG0504'AT SITKA 100 FEET NORTHEAST OF THE CORNER OF THE ATCHISON TOPEKA
 HG0504'AND SANTA FE STATION, 100 FEET WEST OF RAILROAD BRIDGE 144 C
 HG0504'AND 35 FEET NORTH OF THE NEAREST RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0242 ***********************************************************************
 HG0242  DESIGNATION -  C 183
 HG0242  PID         -  HG0242
 HG0242  STATE/COUNTY-  KS/BARBER
 HG0242  USGS QUAD   -  SUN CITY (1968)
 HG0242
 HG0242                         *CURRENT SURVEY CONTROL
 HG0242  ___________________________________________________________________
 HG0242* NAD 83(1986)-  37 24 32.     (N)    098 57 48.     (W)     SCALED    
 HG0242* NAVD 88     -       526.404  (meters)    1727.04   (feet)  ADJUSTED  
 HG0242  ___________________________________________________________________
 HG0242  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 HG0242  DYNAMIC HT  -         525.951 (meters)    1725.56  (feet)  COMP
 HG0242  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 HG0242
 HG0242  VERT ORDER  -  SECOND    CLASS 0
 HG0242
 HG0242.The horizontal coordinates were scaled from a topographic map and have
 HG0242.an estimated accuracy of +/- 6 seconds.
 HG0242
 HG0242.The orthometric height was determined by differential leveling
 HG0242.and adjusted by the National Geodetic Survey in June 1991..
 HG0242
 HG0242.The geoid height was determined by GEOID03.
 HG0242
 HG0242.The dynamic height is computed by dividing the NAVD 88
 HG0242.geopotential number by the normal gravity value computed on the
 HG0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0242.degrees latitude (g = 980.6199 gals.).
 HG0242
 HG0242.The modeled gravity was interpolated from observed gravity values.
 HG0242
 HG0242;                    North         East    Units  Estimated Accuracy
 HG0242;SPC KS S     -   482,480.      358,980.      MT  (+/- 180 meters Scaled)
 HG0242
 HG0242                          SUPERSEDED SURVEY CONTROL
 HG0242
 HG0242  NGVD 29 (??/??/92)  526.164  (m)         1726.26   (f) ADJ UNCH    2 0
 HG0242
 HG0242.Superseded values are not recommended for survey control.
 HG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0242.See file dsdata.txt to determine how the superseded data were derived.
 HG0242
 HG0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG032402(NAD 83)
 HG0242_MARKER: DB = BENCH MARK DISK
 HG0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0242_STAMPING: C 183 1934
 HG0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0242+STABILITY: SURFACE MOTION
 HG0242
 HG0242  HISTORY     - Date     Condition        Report By
 HG0242  HISTORY     - 1934     MONUMENTED       CGS
 HG0242  HISTORY     - 1940     GOOD             NGS
 HG0242
 HG0242                          STATION DESCRIPTION
 HG0242
 HG0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0242'3.5 MI NW FROM SUN CITY.
 HG0242'3.5 MILES NORTHWEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0242'TOPEKA, AND SANTE FE RR.  0.15 MILE EAST OF MILE POST NO. 43.
 HG0242'87 FEET SOUTHWEST OF RAILROAD BRIDGE NO. 42B.  36 FEET SOUTH OF
 HG0242'NEAREST RAIL.  18 FEET EAST OF GATE IN PROPERTY FENCE LINE.  A
 HG0242'ROAD CROSSES THE TRACK AND PASSES THROUGH GATE.  2.5 FEET EAST
 HG0242'OF 4X4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  STD.
 HG0242'DISK BM IN CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0278 ***********************************************************************
 HG0278  DESIGNATION -  C 184
 HG0278  PID         -  HG0278
 HG0278  STATE/COUNTY-  KS/BARBER
 HG0278  USGS QUAD   -  STUBBS (1973)
 HG0278
 HG0278                         *CURRENT SURVEY CONTROL
 HG0278  ___________________________________________________________________
 HG0278* NAD 83(1986)-  37 03 55.     (N)    098 31 51.     (W)     SCALED    
 HG0278* NAVD 88     -       419.257  (meters)    1375.51   (feet)  ADJUSTED  
 HG0278  ___________________________________________________________________
 HG0278  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HG0278  DYNAMIC HT  -         418.897 (meters)    1374.33  (feet)  COMP
 HG0278  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 HG0278
 HG0278  VERT ORDER  -  SECOND    CLASS 0
 HG0278
 HG0278.The horizontal coordinates were scaled from a topographic map and have
 HG0278.an estimated accuracy of +/- 6 seconds.
 HG0278
 HG0278.The orthometric height was determined by differential leveling
 HG0278.and adjusted by the National Geodetic Survey in June 1991..
 HG0278
 HG0278.The geoid height was determined by GEOID03.
 HG0278
 HG0278.The dynamic height is computed by dividing the NAVD 88
 HG0278.geopotential number by the normal gravity value computed on the
 HG0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0278.degrees latitude (g = 980.6199 gals.).
 HG0278
 HG0278.The modeled gravity was interpolated from observed gravity values.
 HG0278
 HG0278;                    North         East    Units  Estimated Accuracy
 HG0278;SPC KS S     -   444,240.      397,260.      MT  (+/- 180 meters Scaled)
 HG0278
 HG0278                          SUPERSEDED SURVEY CONTROL
 HG0278
 HG0278  NGVD 29 (??/??/92)  419.070  (m)         1374.90   (f) ADJ UNCH    2 0
 HG0278
 HG0278.Superseded values are not recommended for survey control.
 HG0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0278.See file dsdata.txt to determine how the superseded data were derived.
 HG0278
 HG0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG417022(NAD 83)
 HG0278_MARKER: DB = BENCH MARK DISK
 HG0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0278_STAMPING: C-184 1934
 HG0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0278+STABILITY: SURFACE MOTION
 HG0278
 HG0278  HISTORY     - Date     Condition        Report By
 HG0278  HISTORY     - 1934     MONUMENTED       CGS
 HG0278
 HG0278                          STATION DESCRIPTION
 HG0278
 HG0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0278'5.4 MI NW FROM KIOWA.
 HG0278'5.4 MILES NORTHWEST OF KIOWA AND A.T. AND S.F. RR. STATION,
 HG0278'60 FEET SOUTHWEST OF SOUTHWEST OLD KIOWA DISTRICT SCHOOL HOUSE,
 HG0278'AND IN SOUTHWEST CORNER OF SCHOOL GROUNDS.  40 FEET EAST OF
 HG0278'CENTER LINE OF KANSAS STATE HIGHWAY 8.  36 FEET NORTH OF CENTER
 HG0278'LINE OF SECTION LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0308 ***********************************************************************
 HG0308  DESIGNATION -  C 185
 HG0308  PID         -  HG0308
 HG0308  STATE/COUNTY-  KS/PRATT
 HG0308  USGS QUAD   -  PRATT SW (1968)
 HG0308
 HG0308                         *CURRENT SURVEY CONTROL
 HG0308  ___________________________________________________________________
 HG0308* NAD 83(1986)-  37 35 13.     (N)    098 44 22.     (W)     SCALED    
 HG0308* NAVD 88     -       593.175  (meters)    1946.11   (feet)  ADJUSTED  
 HG0308  ___________________________________________________________________
 HG0308  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 HG0308  DYNAMIC HT  -         592.673 (meters)    1944.46  (feet)  COMP
 HG0308  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 HG0308
 HG0308  VERT ORDER  -  SECOND    CLASS 0
 HG0308
 HG0308.The horizontal coordinates were scaled from a topographic map and have
 HG0308.an estimated accuracy of +/- 6 seconds.
 HG0308
 HG0308.The orthometric height was determined by differential leveling
 HG0308.and adjusted by the National Geodetic Survey in June 1991..
 HG0308
 HG0308.The geoid height was determined by GEOID03.
 HG0308
 HG0308.The dynamic height is computed by dividing the NAVD 88
 HG0308.geopotential number by the normal gravity value computed on the
 HG0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0308.degrees latitude (g = 980.6199 gals.).
 HG0308
 HG0308.The modeled gravity was interpolated from observed gravity values.
 HG0308
 HG0308;                    North         East    Units  Estimated Accuracy
 HG0308;SPC KS S     -   502,160.      378,850.      MT  (+/- 180 meters Scaled)
 HG0308
 HG0308                          SUPERSEDED SURVEY CONTROL
 HG0308
 HG0308  NGVD 29 (??/??/92)  592.934  (m)         1945.32   (f) ADJ UNCH    2 0
 HG0308
 HG0308.Superseded values are not recommended for survey control.
 HG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0308.See file dsdata.txt to determine how the superseded data were derived.
 HG0308
 HG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG230600(NAD 83)
 HG0308_MARKER: DB = BENCH MARK DISK
 HG0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0308_STAMPING: C 185 1934
 HG0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0308+STABILITY: SURFACE MOTION
 HG0308
 HG0308  HISTORY     - Date     Condition        Report By
 HG0308  HISTORY     - 1934     MONUMENTED       CGS
 HG0308  HISTORY     - 1966     MARK NOT FOUND   USGS
 HG0308
 HG0308                          STATION DESCRIPTION
 HG0308
 HG0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0308'3.3 MI S FROM PRATT.
 HG0308'3.3 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE ATCHISON, TOPEKA
 HG0308'AND SANTA FE RAILWAY STATION AT PRATT, PRATT COUNTY, AT THE
 HG0308'INTERSECTION OF AN EAST AND WEST SECTION LINE ROAD, 84 FEET
 HG0308'EAST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET NORTH OF THE
 HG0308'CENTER LINE OF THE ROAD, AND IN THE NORTHEAST SECTION CORNER.
 HG0308'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 HG0308
 HG0308                          STATION RECOVERY (1966)
 HG0308
 HG0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HG0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0290 ***********************************************************************
 JH0290  DESIGNATION -  C 19
 JH0290  PID         -  JH0290
 JH0290  STATE/COUNTY-  KS/HAMILTON
 JH0290  USGS QUAD   -  PLUM CREEK NORTH (1966)
 JH0290
 JH0290                         *CURRENT SURVEY CONTROL
 JH0290  ___________________________________________________________________
 JH0290* NAD 83(1997)-  38 14 00.20228(N)    101 45 43.28528(W)     ADJUSTED  
 JH0290* NAVD 88     -      1097.106  (meters)    3599.42   (feet)  ADJUSTED  
 JH0290  ___________________________________________________________________
 JH0290  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 JH0290  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 JH0290  DYNAMIC HT  -        1096.093 (meters)    3596.10  (feet)  COMP
 JH0290  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 JH0290
 JH0290  HORZ ORDER  -  THIRD
 JH0290  VERT ORDER  -  SECOND    CLASS 0
 JH0290
 JH0290.The horizontal coordinates were established by classical geodetic methods
 JH0290.and adjusted by the National Geodetic Survey in October 1998..
 JH0290
 JH0290.The orthometric height was determined by differential leveling
 JH0290.and adjusted by the National Geodetic Survey in June 1991..
 JH0290
 JH0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0290
 JH0290.The geoid height was determined by GEOID03.
 JH0290
 JH0290.The dynamic height is computed by dividing the NAVD 88
 JH0290.geopotential number by the normal gravity value computed on the
 JH0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0290.degrees latitude (g = 980.6199 gals.).
 JH0290
 JH0290.The modeled gravity was interpolated from observed gravity values.
 JH0290
 JH0290;                    North         East     Units Scale Factor Converg.
 JH0290;SPC KS S     -   578,879.858   114,471.075   MT  0.99995106   -2 00 16.6
 JH0290;UTM  14      - 4,235,318.262   258,250.127   MT  1.00031982   -1 42 36.5
 JH0290
 JH0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0290!SPC KS S     -   0.99983167  x   0.99995106  =   0.99978274
 JH0290!UTM  14      -   0.99983167  x   1.00031982  =   1.00015143
 JH0290
 JH0290:                Primary Azimuth Mark                     Grid Az
 JH0290:SPC KS S     -  STA 205 DM                               000 44 00.2
 JH0290:UTM  14      -  STA 205 DM                               000 26 20.1
 JH0290
 JH0290|---------------------------------------------------------------------|
 JH0290| PID    Reference Object                     Distance      Geod. Az  |
 JH0290|                                                           dddmmss.s |
 JH0290| JH0583 STA 205 DM                          APPROX. 0.7 KM 3584343.6 |
 JH0290|---------------------------------------------------------------------|
 JH0290
 JH0290                          SUPERSEDED SURVEY CONTROL
 JH0290
 JH0290  NAD 83(1997)-  38 14 00.20323(N)    101 45 43.28515(W) AD(       ) 3
 JH0290  NAD 83(1997)-  38 14 00.20413(N)    101 45 43.28356(W) AD(       ) 3
 JH0290  NAD 83(1986)-  38 14 00.20435(N)    101 45 43.28240(W) AD(       ) 3
 JH0290  NAD 27      -  38 14 00.12439(N)    101 45 41.66683(W) AD(       ) 3
 JH0290  NGVD 29 (??/??/92) 1096.660  (m)         3597.96   (f) ADJ UNCH    2 0
 JH0290
 JH0290.Superseded values are not recommended for survey control.
 JH0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0290.See file dsdata.txt to determine how the superseded data were derived.
 JH0290
 JH0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH5825035318(NAD 83)
 JH0290_MARKER: DB = BENCH MARK DISK
 JH0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0290_STAMPING: C 19 1934
 JH0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0290+STABILITY: SURFACE MOTION
 JH0290
 JH0290  HISTORY     - Date     Condition        Report By
 JH0290  HISTORY     - 1934     MONUMENTED       USGS
 JH0290  HISTORY     - 1934     GOOD             CGS
 JH0290
 JH0290                          STATION DESCRIPTION
 JH0290
 JH0290'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 JH0290'IN HAMILTON COUNTY, 17.2 MI S. ALONG STATE HWY. 27 FROM TRIBUNE, ABOUT
 JH0290'2.0 MI S. OF THE HAMILTON - GREELEY COUNTY LINE, AT THE NW. COR. OF
 JH0290'SEC. 18, T. 21 S., R. 40 W., AT A RD. INTERSECTION, 64 FT E. OF THE
 JH0290'CENTER OF THE HWY., AND 39 FT S. OF THE CENTER OF THE E. - W. SECTION
 JH0290'LINE RD..  A USC AND GS STANDARD DISK STAMPED---C 19 1934--- AND SET
 JH0290'IN THE TOP OF A CONCRETE POST.
 JH0290
 JH0290                          STATION RECOVERY (1934)
 JH0290
 JH0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JH0290'17.2 MI S FROM TRIBUNE.
 JH0290'IN HAMILTON COUNTY, 17.2 MILES SOUTH ALONG STATE HIGHWAY 27 FROM
 JH0290'TRIBUNE, GREELEY COUNTY, ABOUT 2 MILES SOUTH OF THE HAMILTON-GREELEY
 JH0290'COUNTY LINE, AT THE NORTHWEST CORNER OF SECTION 18, T 21 S, R 40
 JH0290'W, AT A ROAD INTERSECTION, 97 FEET EAST OF THE CENTERLINE OF THE
 JH0290'HIGHWAY, AND 29 FEET SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST
 JH0290'SECTION-LINE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0503 ***********************************************************************
 JG0503  DESIGNATION -  C 190
 JG0503  PID         -  JG0503
 JG0503  STATE/COUNTY-  KS/HODGEMAN
 JG0503  USGS QUAD   -  JETMORE (1969)
 JG0503
 JG0503                         *CURRENT SURVEY CONTROL
 JG0503  ___________________________________________________________________
 JG0503* NAD 83(1986)-  38 04 40.     (N)    099 59 05.     (W)     SCALED    
 JG0503* NAVD 88     -       711.314  (meters)    2333.70   (feet)  ADJUSTED  
 JG0503  ___________________________________________________________________
 JG0503  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 JG0503  DYNAMIC HT  -         710.720 (meters)    2331.75  (feet)  COMP
 JG0503  MODELED GRAV-     979,770.0   (mgal)                       NAVD 88
 JG0503
 JG0503  VERT ORDER  -  SECOND    CLASS 0
 JG0503
 JG0503.The horizontal coordinates were scaled from a topographic map and have
 JG0503.an estimated accuracy of +/- 6 seconds.
 JG0503
 JG0503.The orthometric height was determined by differential leveling
 JG0503.and adjusted by the National Geodetic Survey in June 1991..
 JG0503
 JG0503.The geoid height was determined by GEOID03.
 JG0503
 JG0503.The dynamic height is computed by dividing the NAVD 88
 JG0503.geopotential number by the normal gravity value computed on the
 JG0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0503.degrees latitude (g = 980.6199 gals.).
 JG0503
 JG0503.The modeled gravity was interpolated from observed gravity values.
 JG0503
 JG0503;                    North         East    Units  Estimated Accuracy
 JG0503;SPC KS S     -   557,650.      269,740.      MT  (+/- 180 meters Scaled)
 JG0503
 JG0503                          SUPERSEDED SURVEY CONTROL
 JG0503
 JG0503  NGVD 29 (??/??/92)  711.049  (m)         2332.83   (f) ADJ UNCH    2 0
 JG0503
 JG0503.Superseded values are not recommended for survey control.
 JG0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0503.See file dsdata.txt to determine how the superseded data were derived.
 JG0503
 JG0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH136149(NAD 83)
 JG0503_MARKER: DB = BENCH MARK DISK
 JG0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0503_SP_SET: CULVERT
 JG0503_STAMPING: C-190 1934
 JG0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0503
 JG0503  HISTORY     - Date     Condition        Report By
 JG0503  HISTORY     - 1934     MONUMENTED       CGS
 JG0503
 JG0503                          STATION DESCRIPTION
 JG0503
 JG0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0503'5.2 MI W FROM JETMORE.
 JG0503'5.2 MILES WEST OF COURTHOUSE, AT JETMORE 20 FEET NORTH OF THE
 JG0503'CENTERLINE OF U.S. HIGHWAY 50-N.  ON TOP OF THE EAST END OF
 JG0503'NORTH HEADWALL OF CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0065 ***********************************************************************
 JH0065  DESIGNATION -  C 191
 JH0065  PID         -  JH0065
 JH0065  STATE/COUNTY-  KS/FINNEY
 JH0065  USGS QUAD   -  WHITE WOMAN BOTTOMS (1976)
 JH0065
 JH0065                         *CURRENT SURVEY CONTROL
 JH0065  ___________________________________________________________________
 JH0065* NAD 83(1986)-  38 01 06.     (N)    100 46 51.     (W)     SCALED    
 JH0065* NAVD 88     -       889.976  (meters)    2919.86   (feet)  ADJUSTED  
 JH0065  ___________________________________________________________________
 JH0065  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 JH0065  DYNAMIC HT  -         889.190 (meters)    2917.28  (feet)  COMP
 JH0065  MODELED GRAV-     979,715.2   (mgal)                       NAVD 88
 JH0065
 JH0065  VERT ORDER  -  SECOND    CLASS 0
 JH0065
 JH0065.The horizontal coordinates were scaled from a topographic map and have
 JH0065.an estimated accuracy of +/- 6 seconds.
 JH0065
 JH0065.The orthometric height was determined by differential leveling
 JH0065.and adjusted by the National Geodetic Survey in June 1991..
 JH0065
 JH0065.The geoid height was determined by GEOID03.
 JH0065
 JH0065.The dynamic height is computed by dividing the NAVD 88
 JH0065.geopotential number by the normal gravity value computed on the
 JH0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0065.degrees latitude (g = 980.6199 gals.).
 JH0065
 JH0065.The modeled gravity was interpolated from observed gravity values.
 JH0065
 JH0065;                    North         East    Units  Estimated Accuracy
 JH0065;SPC KS S     -   552,460.      199,750.      MT  (+/- 180 meters Scaled)
 JH0065
 JH0065                          SUPERSEDED SURVEY CONTROL
 JH0065
 JH0065  NGVD 29 (??/??/92)  889.598  (m)         2918.62   (f) ADJ UNCH    2 0
 JH0065
 JH0065.Superseded values are not recommended for survey control.
 JH0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0065.See file dsdata.txt to determine how the superseded data were derived.
 JH0065
 JH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH436093(NAD 83)
 JH0065_MARKER: DB = BENCH MARK DISK
 JH0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0065_SP_SET: CULVERT
 JH0065_STAMPING: C-191 1934
 JH0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0065
 JH0065  HISTORY     - Date     Condition        Report By
 JH0065  HISTORY     - 1934     MONUMENTED       CGS
 JH0065  HISTORY     - 1976     MARK NOT FOUND   USGS
 JH0065
 JH0065                          STATION DESCRIPTION
 JH0065
 JH0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0065'7.1 MI E FROM GARDEN CITY.
 JH0065'7.1 MILES EAST OF POST OFFICE, AT GARDEN CITY 18 FEET WEST OF
 JH0065'THE CENTERLINE OF U.S. HIGHWAY 50-N.  ON TOP OF THE NORTH END
 JH0065'OF WEST HEADWALL OF CONCRETE CULVERT.  NOTE-- RELOCATION OF HWY
 JH0065'BY CROSSING SECTION DIAGONALLY SHORTENED DISTANCE .6 MILE.
 JH0065'DISTANCE AND DIRECTION SHOULD BE SHOWN AS .6 MILE LESS.
 JH0065
 JH0065                          STATION RECOVERY (1976)
 JH0065
 JH0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JH0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0011 ***********************************************************************
 HH0011  DESIGNATION -  C 192
 HH0011  PID         -  HH0011
 HH0011  STATE/COUNTY-  KS/FORD
 HH0011  USGS QUAD   -  ENSIGN (1969)
 HH0011
 HH0011                         *CURRENT SURVEY CONTROL
 HH0011  ___________________________________________________________________
 HH0011* NAD 83(1986)-  37 41 16.     (N)    100 10 28.     (W)     SCALED    
 HH0011* NAVD 88     -       812.495  (meters)    2665.66   (feet)  ADJUSTED  
 HH0011  ___________________________________________________________________
 HH0011  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HH0011  DYNAMIC HT  -         811.781 (meters)    2663.32  (feet)  COMP
 HH0011  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 HH0011
 HH0011  VERT ORDER  -  SECOND    CLASS 0
 HH0011
 HH0011.The horizontal coordinates were scaled from a topographic map and have
 HH0011.an estimated accuracy of +/- 6 seconds.
 HH0011
 HH0011.The orthometric height was determined by differential leveling
 HH0011.and adjusted by the National Geodetic Survey in June 1991..
 HH0011
 HH0011.The geoid height was determined by GEOID03.
 HH0011
 HH0011.The dynamic height is computed by dividing the NAVD 88
 HH0011.geopotential number by the normal gravity value computed on the
 HH0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0011.degrees latitude (g = 980.6199 gals.).
 HH0011
 HH0011.The modeled gravity was interpolated from observed gravity values.
 HH0011
 HH0011;                    North         East    Units  Estimated Accuracy
 HH0011;SPC KS S     -   514,650.      252,320.      MT  (+/- 180 meters Scaled)
 HH0011
 HH0011                          SUPERSEDED SURVEY CONTROL
 HH0011
 HH0011  NGVD 29 (??/??/92)  812.153  (m)         2664.54   (f) ADJ UNCH    2 0
 HH0011
 HH0011.Superseded values are not recommended for survey control.
 HH0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0011.See file dsdata.txt to determine how the superseded data were derived.
 HH0011
 HH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG964718(NAD 83)
 HH0011_MARKER: DB = BENCH MARK DISK
 HH0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0011_STAMPING: C-192 1934
 HH0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0011+STABILITY: SURFACE MOTION
 HH0011
 HH0011  HISTORY     - Date     Condition        Report By
 HH0011  HISTORY     - 1934     MONUMENTED       CGS
 HH0011
 HH0011                          STATION DESCRIPTION
 HH0011
 HH0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0011'4 MI NE FROM ENSIGN.
 HH0011'4.0 MILES NORTHEAST OF AT AND SF RR DEPOT, AT ENSIGN 2 FEET
 HH0011'NORTHWEST OF MILEPOST 10.  43 FEET SOUTHEAST OF CENTER LINE OF
 HH0011'ATCHISON TOPEKA AND SANTA FE RAILROAD.  900 FEET SOUTH WEST OF
 HH0011'SAYRE SIDING SIGN BOARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0329 ***********************************************************************
 HG0329  DESIGNATION -  C 193
 HG0329  PID         -  HG0329
 HG0329  STATE/COUNTY-  KS/STAFFORD
 HG0329  USGS QUAD   -  MACKSVILLE (1972)
 HG0329
 HG0329                         *CURRENT SURVEY CONTROL
 HG0329  ___________________________________________________________________
 HG0329* NAD 83(1986)-  37 58 02.     (N)    098 55 16.     (W)     SCALED    
 HG0329* NAVD 88     -       611.094  (meters)    2004.90   (feet)  ADJUSTED  
 HG0329  ___________________________________________________________________
 HG0329  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 HG0329  DYNAMIC HT  -         610.605 (meters)    2003.29  (feet)  COMP
 HG0329  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 HG0329
 HG0329  VERT ORDER  -  SECOND    CLASS 0
 HG0329
 HG0329.The horizontal coordinates were scaled from a topographic map and have
 HG0329.an estimated accuracy of +/- 6 seconds.
 HG0329
 HG0329.The orthometric height was determined by differential leveling
 HG0329.and adjusted by the National Geodetic Survey in June 1991..
 HG0329
 HG0329.The geoid height was determined by GEOID03.
 HG0329
 HG0329.The dynamic height is computed by dividing the NAVD 88
 HG0329.geopotential number by the normal gravity value computed on the
 HG0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0329.degrees latitude (g = 980.6199 gals.).
 HG0329
 HG0329.The modeled gravity was interpolated from observed gravity values.
 HG0329
 HG0329;                    North         East    Units  Estimated Accuracy
 HG0329;SPC KS S     -   544,430.      363,000.      MT  (+/- 180 meters Scaled)
 HG0329
 HG0329                          SUPERSEDED SURVEY CONTROL
 HG0329
 HG0329  NGVD 29 (??/??/92)  610.844  (m)         2004.08   (f) ADJ UNCH    2 0
 HG0329
 HG0329.Superseded values are not recommended for survey control.
 HG0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0329.See file dsdata.txt to determine how the superseded data were derived.
 HG0329
 HG0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH069021(NAD 83)
 HG0329_MARKER: DR = REFERENCE MARK DISK
 HG0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0329_STAMPING: C 193 1934
 HG0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0329+STABILITY: SURFACE MOTION
 HG0329
 HG0329  HISTORY     - Date     Condition        Report By
 HG0329  HISTORY     - 1934     MONUMENTED       CGS
 HG0329  HISTORY     - 1940     GOOD             NGS
 HG0329
 HG0329                          STATION DESCRIPTION
 HG0329
 HG0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0329'9.2 MI W FROM SAINT JOHN.
 HG0329'ABOUT 9.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTE FE
 HG0329'RAILWAY FROM THE STATION AT SAINT JOHN, STAFFORD COUNTY, ABOUT
 HG0329'150 FEET NORTHWEST OF MILEPOST 275, 42 FEET NORTH OF THE CENTER
 HG0329'LINE OF THE TRACK, AND 3 FEET SOUTH OF A FENCE.  A STANDARD
 HG0329'DISK, STAMPED C 193 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0329
 HG0329                          STATION RECOVERY (1940)
 HG0329
 HG0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 HG0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0430 ***********************************************************************
 JG0430  DESIGNATION -  C 194
 JG0430  PID         -  JG0430
 JG0430  STATE/COUNTY-  KS/PAWNEE
 JG0430  USGS QUAD   -  GARFIELD (1972)
 JG0430
 JG0430                         *CURRENT SURVEY CONTROL
 JG0430  ___________________________________________________________________
 JG0430* NAD 83(1986)-  38 04 45.     (N)    099 14 12.     (W)     SCALED    
 JG0430* NAVD 88     -       630.971  (meters)    2070.11   (feet)  ADJUSTED  
 JG0430  ___________________________________________________________________
 JG0430  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0430  DYNAMIC HT  -         630.469 (meters)    2068.46  (feet)  COMP
 JG0430  MODELED GRAV-     979,813.1   (mgal)                       NAVD 88
 JG0430
 JG0430  VERT ORDER  -  SECOND    CLASS 0
 JG0430
 JG0430.The horizontal coordinates were scaled from a topographic map and have
 JG0430.an estimated accuracy of +/- 6 seconds.
 JG0430
 JG0430.The orthometric height was determined by differential leveling
 JG0430.and adjusted by the National Geodetic Survey in June 1991..
 JG0430
 JG0430.The geoid height was determined by GEOID03.
 JG0430
 JG0430.The dynamic height is computed by dividing the NAVD 88
 JG0430.geopotential number by the normal gravity value computed on the
 JG0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0430.degrees latitude (g = 980.6199 gals.).
 JG0430
 JG0430.The modeled gravity was interpolated from observed gravity values.
 JG0430
 JG0430;                    North         East    Units  Estimated Accuracy
 JG0430;SPC KS S     -   557,020.      335,370.      MT  (+/- 180 meters Scaled)
 JG0430
 JG0430                          SUPERSEDED SURVEY CONTROL
 JG0430
 JG0430  NGVD 29 (??/??/92)  630.765  (m)         2069.43   (f) ADJ UNCH    2 0
 JG0430
 JG0430.Superseded values are not recommended for survey control.
 JG0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0430.See file dsdata.txt to determine how the superseded data were derived.
 JG0430
 JG0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH792146(NAD 83)
 JG0430_MARKER: DB = BENCH MARK DISK
 JG0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0430_STAMPING: C 194 1934
 JG0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0430+STABILITY: SURFACE MOTION
 JG0430
 JG0430  HISTORY     - Date     Condition        Report By
 JG0430  HISTORY     - 1934     MONUMENTED       CGS
 JG0430  HISTORY     - 1940     GOOD             NGS
 JG0430  HISTORY     - 1945     GOOD             NGS
 JG0430
 JG0430                          STATION DESCRIPTION
 JG0430
 JG0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0430'0.4 MI NE FROM GARFIELD.
 JG0430'0.4 MILE NORTHEAST FROM, ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA,
 JG0430'AND SANTA FE RR.  43 FEET SOUTHEAST OF CENTER LINE OF TRACK.
 JG0430'7.0 FEET NORTHWEST OF A FENCE.  3.0 FEET SOUTH OF 4 X 4 INCH
 JG0430'WHITE WOODEN POST PROJECTING 1.5 FOOT.  2.0 FEET NORTHWEST OF
 JG0430'MILE POST NO. 302.  STD. DISK BM IN 8 INCH SQUARE CONCRETE POST
 JG0430'SET FLUSH.
 JG0430
 JG0430                          STATION RECOVERY (1945)
 JG0430
 JG0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 JG0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0299 ***********************************************************************
 JG0299  DESIGNATION -  C 195
 JG0299  PID         -  JG0299
 JG0299  STATE/COUNTY-  KS/RUSH
 JG0299  USGS QUAD   -  LA CROSSE (1983)
 JG0299
 JG0299                         *CURRENT SURVEY CONTROL
 JG0299  ___________________________________________________________________
 JG0299* NAD 83(1986)-  38 31 39.     (N)    099 18 35.     (W)     SCALED    
 JG0299* NAVD 88     -       628.288  (meters)    2061.31   (feet)  ADJUSTED  
 JG0299  ___________________________________________________________________
 JG0299  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0299  DYNAMIC HT  -         627.807 (meters)    2059.73  (feet)  COMP
 JG0299  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 JG0299
 JG0299  VERT ORDER  -  SECOND    CLASS 0
 JG0299
 JG0299.The horizontal coordinates were scaled from a topographic map and have
 JG0299.an estimated accuracy of +/- 6 seconds.
 JG0299
 JG0299.The orthometric height was determined by differential leveling
 JG0299.and adjusted by the National Geodetic Survey in June 1991..
 JG0299
 JG0299.The geoid height was determined by GEOID03.
 JG0299
 JG0299.The dynamic height is computed by dividing the NAVD 88
 JG0299.geopotential number by the normal gravity value computed on the
 JG0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0299.degrees latitude (g = 980.6199 gals.).
 JG0299
 JG0299.The modeled gravity was interpolated from observed gravity values.
 JG0299
 JG0299;                    North         East    Units  Estimated Accuracy
 JG0299;SPC KS S     -   606,840.      329,390.      MT  (+/- 180 meters Scaled)
 JG0299
 JG0299                          SUPERSEDED SURVEY CONTROL
 JG0299
 JG0299  NGVD 29 (??/??/92)  628.037  (m)         2060.48   (f) ADJ UNCH    2 0
 JG0299
 JG0299.Superseded values are not recommended for survey control.
 JG0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0299.See file dsdata.txt to determine how the superseded data were derived.
 JG0299
 JG0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH730643(NAD 83)
 JG0299_MARKER: DB = BENCH MARK DISK
 JG0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0299_STAMPING: C 195 1934
 JG0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0299+STABILITY: SURFACE MOTION
 JG0299
 JG0299  HISTORY     - Date     Condition        Report By
 JG0299  HISTORY     - 1934     MONUMENTED       CGS
 JG0299
 JG0299                          STATION DESCRIPTION
 JG0299
 JG0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0299'AT LA CROSSE.
 JG0299'AT LA CROSSE, RUSH COUNTY, 50 FEET EAST OF THE EAST ENTRANCE TO
 JG0299'THE CITY AUDITORIUM, AT THE WEST EDGE OF THE SIDEWALK ON MAIN
 JG0299'STREET, AND AT THE NORTH EDGE OF THE SIDEWALK LEADING TO THE
 JG0299'AUDITORIUM.  A STANDARD DISK, STAMPED C 195 1934 AND SET IN THE TOP
 JG0299'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0387 ***********************************************************************
 JG0387  DESIGNATION -  C 196
 JG0387  PID         -  JG0387
 JG0387  STATE/COUNTY-  KS/ELLIS
 JG0387  USGS QUAD   -  HAYS SOUTH (1983)
 JG0387
 JG0387                         *CURRENT SURVEY CONTROL
 JG0387  ___________________________________________________________________
 JG0387* NAD 83(1986)-  38 48 46.     (N)    099 20 13.     (W)     SCALED    
 JG0387* NAVD 88     -       625.583  (meters)    2052.43   (feet)  ADJUSTED  
 JG0387  ___________________________________________________________________
 JG0387  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 JG0387  DYNAMIC HT  -         625.115 (meters)    2050.90  (feet)  COMP
 JG0387  MODELED GRAV-     979,859.3   (mgal)                       NAVD 88
 JG0387
 JG0387  VERT ORDER  -  SECOND    CLASS 0
 JG0387
 JG0387.The horizontal coordinates were scaled from a topographic map and have
 JG0387.an estimated accuracy of +/- 6 seconds.
 JG0387
 JG0387.The orthometric height was determined by differential leveling
 JG0387.and adjusted by the National Geodetic Survey in June 1991..
 JG0387.WARNING-Repeat measurements at this control monument indicate possible
 JG0387.vertical movement.
 JG0387
 JG0387.The geoid height was determined by GEOID03.
 JG0387
 JG0387.The dynamic height is computed by dividing the NAVD 88
 JG0387.geopotential number by the normal gravity value computed on the
 JG0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0387.degrees latitude (g = 980.6199 gals.).
 JG0387
 JG0387.The modeled gravity was interpolated from observed gravity values.
 JG0387
 JG0387;                    North         East    Units  Estimated Accuracy
 JG0387;SPC KS N     -    54,080.      283,890.      MT  (+/- 180 meters Scaled)
 JG0387
 JG0387                          SUPERSEDED SURVEY CONTROL
 JG0387
 JG0387  NGVD 29 (??/??/92)  625.328  (m)         2051.60   (f) ADJ UNCH    2 0
 JG0387
 JG0387.Superseded values are not recommended for survey control.
 JG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0387.See file dsdata.txt to determine how the superseded data were derived.
 JG0387
 JG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH707960(NAD 83)
 JG0387_MARKER: DB = BENCH MARK DISK
 JG0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0387_STAMPING: C 196 1934
 JG0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0387+STABILITY: SURFACE MOTION
 JG0387
 JG0387  HISTORY     - Date     Condition        Report By
 JG0387  HISTORY     - 1934     MONUMENTED       CGS
 JG0387  HISTORY     - 1940     GOOD             NGS
 JG0387  HISTORY     - 1969     GOOD             NGS
 JG0387
 JG0387                          STATION DESCRIPTION
 JG0387
 JG0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0387'3.6 MI S FROM HAYS.
 JG0387'TO REACH FROM THE WASHINGTON SCHOOL IN HAYS, PROCEED SOUTHWARD
 JG0387'ALONG HIGHWAY U.S. NO. 183 AND STATE NO. 1, GO 3.6 MILES.
 JG0387'BENCH MARK IS 58 FEET SOUTHWEST OF CENTER OF INTERSECTION OF
 JG0387'HIGHWAYS AND DIRT SECTION LINE ROAD.  51 FEET WEST OF CENTER
 JG0387'LINE OF THE HIGHWAY.  44 FEET SOUTH OF DIRT SECTION ROAD.  3.0
 JG0387'FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN WITNESS POST PROJECTING
 JG0387'18 INCHES.  STD. DISK B M ON TOP OF AN 8 INCH SQUARE CONCRETE
 JG0387'POST PROJECTING 3 INCHES.  NOTE-- THE MARK IS NOW ALONG OLD U.S.
 JG0387'HWY 183.  NEW HWY IS 314 MI E.  A METAL WITNESS POST WAS SET
 JG0387'1 FT S OF THE WORK.
 JG0387
 JG0387                          STATION RECOVERY (1969)
 JG0387
 JG0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JG0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0072 ***********************************************************************
 JG0072  DESIGNATION -  C 197
 JG0072  PID         -  JG0072
 JG0072  STATE/COUNTY-  KS/RICE
 JG0072  USGS QUAD   -  CRAWFORD (1964)
 JG0072
 JG0072                         *CURRENT SURVEY CONTROL
 JG0072  ___________________________________________________________________
 JG0072* NAD 83(1986)-  38 31 20.     (N)    098 00 47.     (W)     SCALED    
 JG0072* NAVD 88     -       504.862  (meters)    1656.37   (feet)  ADJUSTED  
 JG0072  ___________________________________________________________________
 JG0072  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 JG0072  DYNAMIC HT  -         504.492 (meters)    1655.15  (feet)  COMP
 JG0072  MODELED GRAV-     979,878.3   (mgal)                       NAVD 88
 JG0072
 JG0072  VERT ORDER  -  SECOND    CLASS 0
 JG0072
 JG0072.The horizontal coordinates were scaled from a topographic map and have
 JG0072.an estimated accuracy of +/- 6 seconds.
 JG0072
 JG0072.The orthometric height was determined by differential leveling
 JG0072.and adjusted by the National Geodetic Survey in June 1991..
 JG0072
 JG0072.The geoid height was determined by GEOID03.
 JG0072
 JG0072.The dynamic height is computed by dividing the NAVD 88
 JG0072.geopotential number by the normal gravity value computed on the
 JG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0072.degrees latitude (g = 980.6199 gals.).
 JG0072
 JG0072.The modeled gravity was interpolated from observed gravity values.
 JG0072
 JG0072;                    North         East    Units  Estimated Accuracy
 JG0072;SPC KS S     -   606,060.      442,460.      MT  (+/- 180 meters Scaled)
 JG0072
 JG0072                          SUPERSEDED SURVEY CONTROL
 JG0072
 JG0072  NGVD 29 (??/??/92)  504.706  (m)         1655.86   (f) ADJ UNCH    2 0
 JG0072
 JG0072.Superseded values are not recommended for survey control.
 JG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0072.See file dsdata.txt to determine how the superseded data were derived.
 JG0072
 JG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH860642(NAD 83)
 JG0072_MARKER: DB = BENCH MARK DISK
 JG0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0072_STAMPING: C 197 1934
 JG0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0072+STABILITY: SURFACE MOTION
 JG0072
 JG0072  HISTORY     - Date     Condition        Report By
 JG0072  HISTORY     - 1934     MONUMENTED       CGS
 JG0072  HISTORY     - 1964     MARK NOT FOUND   USGS
 JG0072
 JG0072                          STATION DESCRIPTION
 JG0072
 JG0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0072'13.2 MI E FROM FREDERICK.
 JG0072'13.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0072'CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT FREDERICK,
 JG0072'RICE COUNTY, 22 FEET EAST OF THE ELLSWORTH-RICE COUNTYLINE
 JG0072'SIGNBOARD, 21 FEET NORTH OF THE CENTER LINE OF AN EAST-AND-WEST
 JG0072'SECTION-LINE ROAD, AND 40 FEET EAST OF THE CENTER LINE OF THE
 JG0072'TRACK.  A STANDARD DISK, STAMPED C 197 1934 AND SET IN THE TOP
 JG0072'OF A CONCRETE POST.
 JG0072
 JG0072                          STATION RECOVERY (1964)
 JG0072
 JG0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JG0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0143 ***********************************************************************
 JG0143  DESIGNATION -  C 198
 JG0143  PID         -  JG0143
 JG0143  STATE/COUNTY-  KS/RICE
 JG0143  USGS QUAD   -  LYONS NW (1970)
 JG0143
 JG0143                         *CURRENT SURVEY CONTROL
 JG0143  ___________________________________________________________________
 JG0143* NAD 83(1986)-  38 26 59.     (N)    098 12 36.     (W)     SCALED    
 JG0143* NAVD 88     -       528.864  (meters)    1735.11   (feet)  ADJUSTED  
 JG0143  ___________________________________________________________________
 JG0143  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 JG0143  DYNAMIC HT  -         528.471 (meters)    1733.83  (feet)  COMP
 JG0143  MODELED GRAV-     979,867.8   (mgal)                       NAVD 88
 JG0143
 JG0143  VERT ORDER  -  SECOND    CLASS 0
 JG0143
 JG0143.The horizontal coordinates were scaled from a topographic map and have
 JG0143.an estimated accuracy of +/- 6 seconds.
 JG0143
 JG0143.The orthometric height was determined by differential leveling
 JG0143.and adjusted by the National Geodetic Survey in June 1991..
 JG0143
 JG0143.The geoid height was determined by GEOID03.
 JG0143
 JG0143.The dynamic height is computed by dividing the NAVD 88
 JG0143.geopotential number by the normal gravity value computed on the
 JG0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0143.degrees latitude (g = 980.6199 gals.).
 JG0143
 JG0143.The modeled gravity was interpolated from observed gravity values.
 JG0143
 JG0143;                    North         East    Units  Estimated Accuracy
 JG0143;SPC KS S     -   597,940.      425,320.      MT  (+/- 180 meters Scaled)
 JG0143
 JG0143                          SUPERSEDED SURVEY CONTROL
 JG0143
 JG0143  NGVD 29 (??/??/92)  528.708  (m)         1734.60   (f) ADJ UNCH    2 0
 JG0143
 JG0143.Superseded values are not recommended for survey control.
 JG0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0143.See file dsdata.txt to determine how the superseded data were derived.
 JG0143
 JG0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH689560(NAD 83)
 JG0143_MARKER: DB = BENCH MARK DISK
 JG0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0143_STAMPING: C 198 1934
 JG0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0143+STABILITY: SURFACE MOTION
 JG0143
 JG0143  HISTORY     - Date     Condition        Report By
 JG0143  HISTORY     - 1934     MONUMENTED       CGS
 JG0143
 JG0143                          STATION DESCRIPTION
 JG0143
 JG0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0143'7.2 MI N FROM LYONS.
 JG0143'7.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JG0143'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT LYONS,
 JG0143'RICE COUNTY, 63 FEET EAST OF THE POLLARD STATION, AT THE CROSSING
 JG0143'OF AN EAST-AND-WEST ROAD, 45 FEET EAST OF THE CENTER LINE OF
 JG0143'THE TRACK, 9 FEET NORTH OF THE ROAD, AND 2 FEET WEST OF A
 JG0143'FENCE.  A STANDARD DISK, STAMPED C 198 1934 AND SET IN THE TOP
 JG0143'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0904 ***********************************************************************
 JF0904  DESIGNATION -  C 199
 JF0904  PID         -  JF0904
 JF0904  STATE/COUNTY-  KS/RENO
 JF0904  USGS QUAD   -  HUTCHINSON (1978)
 JF0904
 JF0904                         *CURRENT SURVEY CONTROL
 JF0904  ___________________________________________________________________
 JF0904* NAD 83(1986)-  38 02 59.     (N)    097 55 46.     (W)     SCALED    
 JF0904* NAVD 88     -       465.746  (meters)    1528.04   (feet)  ADJUSTED  
 JF0904  ___________________________________________________________________
 JF0904  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF0904  DYNAMIC HT  -         465.386 (meters)    1526.85  (feet)  COMP
 JF0904  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 JF0904
 JF0904  VERT ORDER  -  FIRST     CLASS II
 JF0904
 JF0904.The horizontal coordinates were scaled from a topographic map and have
 JF0904.an estimated accuracy of +/- 6 seconds.
 JF0904
 JF0904.The orthometric height was determined by differential leveling
 JF0904.and adjusted by the National Geodetic Survey in June 1991..
 JF0904
 JF0904.The geoid height was determined by GEOID03.
 JF0904
 JF0904.The dynamic height is computed by dividing the NAVD 88
 JF0904.geopotential number by the normal gravity value computed on the
 JF0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0904.degrees latitude (g = 980.6199 gals.).
 JF0904
 JF0904.The modeled gravity was interpolated from observed gravity values.
 JF0904
 JF0904;                    North         East    Units  Estimated Accuracy
 JF0904;SPC KS S     -   553,650.      450,080.      MT  (+/- 180 meters Scaled)
 JF0904
 JF0904                          SUPERSEDED SURVEY CONTROL
 JF0904
 JF0904  NGVD 29 (??/??/92)  465.593  (m)         1527.53   (f) ADJ UNCH    1 2
 JF0904
 JF0904.Superseded values are not recommended for survey control.
 JF0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0904.See file dsdata.txt to determine how the superseded data were derived.
 JF0904
 JF0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH939118(NAD 83)
 JF0904_MARKER: DB = BENCH MARK DISK
 JF0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0904_SP_SET: CONCRETE POST
 JF0904_STAMPING: C 199 1934
 JF0904_MARK LOGO: CGS   
 JF0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0904+STABILITY: SURFACE MOTION
 JF0904
 JF0904  HISTORY     - Date     Condition        Report By
 JF0904  HISTORY     - 1934     MONUMENTED       CGS
 JF0904  HISTORY     - 1934     GOOD             NGS
 JF0904  HISTORY     - 1986     GOOD             NGS
 JF0904
 JF0904                          STATION DESCRIPTION
 JF0904
 JF0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0904'AT HUTCHINSON.
 JF0904'AT HUTCHINSON.  ON LAWN AT HUTCHINSON CITY PARK.  21 FEET NORTHEAST
 JF0904'OF BAND STAND.  21 FEET SOUTHWEST OF WATER CANAL RUNNING NORTHWEST
 JF0904'AND SOUTHEAST.  141 FEET NORTH OF THE CENTERLINE OF AVENUE B
 JF0904'EAST.  135 FEET EAST OF CENTERLINE OF S. WALNUT STREET.  STANDARD
 JF0904'DISK SET IN CONCRETE POST.  STAMPED C 199 1934
 JF0904
 JF0904                          STATION RECOVERY (1986)
 JF0904
 JF0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0390 ***********************************************************************
 JH0390  DESIGNATION -  C 20
 JH0390  PID         -  JH0390
 JH0390  STATE/COUNTY-  KS/WALLACE
 JH0390  USGS QUAD   -  SHARON SPRINGS WEST (1979)
 JH0390
 JH0390                         *CURRENT SURVEY CONTROL
 JH0390  ___________________________________________________________________
 JH0390* NAD 83(1986)-  38 53 50.     (N)    101 45 07.     (W)     SCALED    
 JH0390* NAVD 88     -      1058.227  (meters)    3471.87   (feet)  ADJUSTED  
 JH0390  ___________________________________________________________________
 JH0390  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JH0390  DYNAMIC HT  -        1057.316 (meters)    3468.88  (feet)  COMP
 JH0390  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 JH0390
 JH0390  VERT ORDER  -  FIRST     CLASS II
 JH0390
 JH0390.The horizontal coordinates were scaled from a topographic map and have
 JH0390.an estimated accuracy of +/- 6 seconds.
 JH0390
 JH0390.The orthometric height was determined by differential leveling
 JH0390.and adjusted by the National Geodetic Survey in June 1991..
 JH0390.WARNING-Repeat measurements at this control monument indicate possible
 JH0390.vertical movement.
 JH0390
 JH0390.The geoid height was determined by GEOID03.
 JH0390
 JH0390.The dynamic height is computed by dividing the NAVD 88
 JH0390.geopotential number by the normal gravity value computed on the
 JH0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0390.degrees latitude (g = 980.6199 gals.).
 JH0390
 JH0390.The modeled gravity was interpolated from observed gravity values.
 JH0390
 JH0390;                    North         East    Units  Estimated Accuracy
 JH0390;SPC KS N     -    69,340.       74,610.      MT  (+/- 180 meters Scaled)
 JH0390
 JH0390                          SUPERSEDED SURVEY CONTROL
 JH0390
 JH0390  NGVD 29 (??/??/92) 1057.811  (m)         3470.50   (f) ADJ UNCH    1 2
 JH0390
 JH0390.Superseded values are not recommended for survey control.
 JH0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0390.See file dsdata.txt to determine how the superseded data were derived.
 JH0390
 JH0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ613089(NAD 83)
 JH0390_MARKER: DB = BENCH MARK DISK
 JH0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0390_STAMPING: C 20 1934 3470.590
 JH0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0390+STABILITY: SURFACE MOTION
 JH0390
 JH0390  HISTORY     - Date     Condition        Report By
 JH0390  HISTORY     - 1934     MONUMENTED       CGS
 JH0390  HISTORY     - 1952     GOOD             NGS
 JH0390
 JH0390                          STATION DESCRIPTION
 JH0390
 JH0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0390'AT SHARON SPRINGS.
 JH0390'AT SHARON SPRINGS, AT THE SOUTHEAST CORNER OF THE COURTHOUSE
 JH0390'YARD, 147.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JH0390'COURTHOUSE, 61 FEET NORTH OF THE CENTER LINE OF A DIRT STREET
 JH0390'LEADING WEST, 22 FEET WEST OF THE WEST CURB OF THE MAIN STREET,
 JH0390'21.9 FEET NORTHWEST OF A FIRE HYDRANT, 15.8 FEET SOUTH OF A
 JH0390'12 INCH ELM TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JH0390'0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0149 ***********************************************************************
 HH0149  DESIGNATION -  C 21
 HH0149  PID         -  HH0149
 HH0149  STATE/COUNTY-  KS/SEWARD
 HH0149  USGS QUAD   -  LIBERAL (1983)
 HH0149
 HH0149                         *CURRENT SURVEY CONTROL
 HH0149  ___________________________________________________________________
 HH0149* NAD 83(1986)-  37 01 41.     (N)    100 56 26.     (W)     SCALED    
 HH0149* NAVD 88     -       869.181  (meters)    2851.64   (feet)  ADJUSTED  
 HH0149  ___________________________________________________________________
 HH0149  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 HH0149  DYNAMIC HT  -         868.323 (meters)    2848.82  (feet)  COMP
 HH0149  MODELED GRAV-     979,614.7   (mgal)                       NAVD 88
 HH0149
 HH0149  VERT ORDER  -  FIRST     CLASS II
 HH0149
 HH0149.The horizontal coordinates were scaled from a topographic map and have
 HH0149.an estimated accuracy of +/- 6 seconds.
 HH0149
 HH0149.The orthometric height was determined by differential leveling
 HH0149.and adjusted by the National Geodetic Survey in June 1991..
 HH0149
 HH0149.The geoid height was determined by GEOID03.
 HH0149
 HH0149.The dynamic height is computed by dividing the NAVD 88
 HH0149.geopotential number by the normal gravity value computed on the
 HH0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0149.degrees latitude (g = 980.6199 gals.).
 HH0149
 HH0149.The modeled gravity was interpolated from observed gravity values.
 HH0149
 HH0149;                    North         East    Units  Estimated Accuracy
 HH0149;SPC KS S     -   442,950.      182,860.      MT  (+/- 180 meters Scaled)
 HH0149
 HH0149                          SUPERSEDED SURVEY CONTROL
 HH0149
 HH0149  NGVD 29 (??/??/92)  868.784  (m)         2850.34   (f) ADJ UNCH    1 2
 HH0149
 HH0149.Superseded values are not recommended for survey control.
 HH0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0149.See file dsdata.txt to determine how the superseded data were derived.
 HH0149
 HH0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF273997(NAD 83)
 HH0149_MARKER: DB = BENCH MARK DISK
 HH0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0149_STAMPING: C-21 1933
 HH0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0149+STABILITY: SURFACE MOTION
 HH0149
 HH0149  HISTORY     - Date     Condition        Report By
 HH0149  HISTORY     - 1933     MONUMENTED       CGS
 HH0149  HISTORY     - 1965     MARK NOT FOUND   NGS
 HH0149
 HH0149                          STATION DESCRIPTION
 HH0149
 HH0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0149'1.2 MI SW FROM LIBERAL.
 HH0149'1.2 MILES SOUTHWEST OF LIBERAL DEPOT ALONG THE ROCK ISLAND
 HH0149'RAILROAD.  AT PUBLIC ROAD CROSSING.  15 POLES SOUTH WEST OF
 HH0149'MILE POLE 435.  IN CORNER OF RIGHT-OF-WAY FENCE, 40 FEET SOUTH
 HH0149'WEST OF THE CENTERLINE OF SIDE ROAD AND 48 SOUTH EAST OF THE
 HH0149'CENTERLINE OF THE TRACKS.  2 FEET NORTH WEST AND 10 FEET SOUTH
 HH0149'WEST OF THE RIGHT-OF-WAY FENCE.
 HH0149
 HH0149                          STATION RECOVERY (1965)
 HH0149
 HH0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HH0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0457 ***********************************************************************
 HF0457  DESIGNATION -  C 210
 HF0457  PID         -  HF0457
 HF0457  STATE/COUNTY-  KS/SEDGWICK
 HF0457  USGS QUAD   -  WICHITA EAST (1982)
 HF0457
 HF0457                         *CURRENT SURVEY CONTROL
 HF0457  ___________________________________________________________________
 HF0457* NAD 83(1986)-  37 41 33.     (N)    097 22 25.     (W)     SCALED    
 HF0457* NAVD 88     -       398.269  (meters)    1306.65   (feet)  ADJUSTED  
 HF0457  ___________________________________________________________________
 HF0457  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HF0457  DYNAMIC HT  -         397.955 (meters)    1305.62  (feet)  COMP
 HF0457  MODELED GRAV-     979,830.5   (mgal)                       NAVD 88
 HF0457
 HF0457  VERT ORDER  -  SECOND    CLASS 0
 HF0457
 HF0457.The horizontal coordinates were scaled from a topographic map and have
 HF0457.an estimated accuracy of +/- 6 seconds.
 HF0457
 HF0457.The orthometric height was determined by differential leveling
 HF0457.and adjusted by the National Geodetic Survey in June 1991..
 HF0457
 HF0457.The geoid height was determined by GEOID03.
 HF0457
 HF0457.The dynamic height is computed by dividing the NAVD 88
 HF0457.geopotential number by the normal gravity value computed on the
 HF0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0457.degrees latitude (g = 980.6199 gals.).
 HF0457
 HF0457.The modeled gravity was interpolated from observed gravity values.
 HF0457
 HF0457;                    North         East    Units  Estimated Accuracy
 HF0457;SPC KS S     -   514,450.      499,340.      MT  (+/- 180 meters Scaled)
 HF0457
 HF0457                          SUPERSEDED SURVEY CONTROL
 HF0457
 HF0457  NGVD 29 (??/??/92)  398.132  (m)         1306.20   (f) ADJ UNCH    2 0
 HF0457
 HF0457.Superseded values are not recommended for survey control.
 HF0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0457.See file dsdata.txt to determine how the superseded data were derived.
 HF0457
 HF0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG433729(NAD 83)
 HF0457_MARKER: DB = BENCH MARK DISK
 HF0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0457_STAMPING: C 210 1934
 HF0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0457+STABILITY: SURFACE MOTION
 HF0457
 HF0457  HISTORY     - Date     Condition        Report By
 HF0457  HISTORY     - 1934     MONUMENTED       CGS
 HF0457  HISTORY     - 1956     MARK NOT FOUND   NGS
 HF0457
 HF0457                          STATION DESCRIPTION
 HF0457
 HF0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF0457'2 MI NW FROM WICHITA.
 HF0457'IN WICHITA, 2.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC
 HF0457'RR, AT THE 13TH STREET CROSSING, 27 FEET SOUTH OF CENTER OF
 HF0457'TRACK, 60 FEET EAST OF CENTER OF STREET.  10 FEET WEST OF MP NO.
 HF0457'487+2.  A STANDARD DISK SET IN TOP OF A 6 INCH X 6 INCH PRECAST
 HF0457'CONCRETE POST 5 INCHES ABOVE THE GROUND.  1946 REPORT-- POLE
 HF0457'487+2 IS 300 FEET N OF CENTRAL AVENUE.  THIRTEENTH STREET
 HF0457'(IN THE DESCRIPTION) IS ONE MILE NORTH OF CENTRAL AVENUE.  POLE
 HF0457'487+2 IS ALSO 25 FEET SW OF CENTER LINE OF TRACK AND APPROXIMATELY
 HF0457'75 FEET WEST OF CENTER LINE OF STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0666 ***********************************************************************
 JF0666  DESIGNATION -  C 213
 JF0666  PID         -  JF0666
 JF0666  STATE/COUNTY-  KS/MARION
 JF0666  USGS QUAD   -  PEABODY (1989)
 JF0666
 JF0666                         *CURRENT SURVEY CONTROL
 JF0666  ___________________________________________________________________
 JF0666* NAD 83(1986)-  38 09 40.     (N)    097 06 39.     (W)     SCALED    
 JF0666* NAVD 88     -       416.239  (meters)    1365.61   (feet)  ADJUSTED  
 JF0666  ___________________________________________________________________
 JF0666  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 JF0666  DYNAMIC HT  -         415.925 (meters)    1364.58  (feet)  COMP
 JF0666  MODELED GRAV-     979,860.6   (mgal)                       NAVD 88
 JF0666
 JF0666  VERT ORDER  -  SECOND    CLASS 0
 JF0666
 JF0666.The horizontal coordinates were scaled from a topographic map and have
 JF0666.an estimated accuracy of +/- 6 seconds.
 JF0666
 JF0666.The orthometric height was determined by differential leveling
 JF0666.and adjusted by the National Geodetic Survey in June 1991..
 JF0666
 JF0666.The geoid height was determined by GEOID03.
 JF0666
 JF0666.The dynamic height is computed by dividing the NAVD 88
 JF0666.geopotential number by the normal gravity value computed on the
 JF0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0666.degrees latitude (g = 980.6199 gals.).
 JF0666
 JF0666.The modeled gravity was interpolated from observed gravity values.
 JF0666
 JF0666;                    North         East    Units  Estimated Accuracy
 JF0666;SPC KS S     -   566,770.      521,740.      MT  (+/- 180 meters Scaled)
 JF0666
 JF0666                          SUPERSEDED SURVEY CONTROL
 JF0666
 JF0666  NGVD 29 (??/??/92)  416.073  (m)         1365.07   (f) ADJ UNCH    2 0
 JF0666
 JF0666.Superseded values are not recommended for survey control.
 JF0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0666.See file dsdata.txt to determine how the superseded data were derived.
 JF0666
 JF0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH655253(NAD 83)
 JF0666_MARKER: DB = BENCH MARK DISK
 JF0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0666+STABILITY: SURFACE MOTION
 JF0666
 JF0666  HISTORY     - Date     Condition        Report By
 JF0666  HISTORY     - UNK      MONUMENTED       CGS
 JF0666  HISTORY     - 1934     GOOD             NGS
 JF0666  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JF0666  HISTORY     - 19890601 MARK NOT FOUND   KSDT
 JF0666
 JF0666                          STATION DESCRIPTION
 JF0666
 JF0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0666'IN PEABODY.
 JF0666'ON THE SANTA FE R.R. AT THE JUNCTION OF THE SANTA FE AND THE
 JF0666'ROCK ISLAND R.RS.  20 FEET NORTH OF THE SANTA FE MAIN TRACK,
 JF0666'3 RAILS WEST OF THE JUNCTION, AT THE WEST EDGE OF PEABODY.
 JF0666
 JF0666                          STATION RECOVERY (1989)
 JF0666
 JF0666'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRL)
 JF0666'MARK NOT FOUND.
 JF0666
 JF0666                          STATION RECOVERY (1989)
 JF0666
 JF0666'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 JF0666'THIS BENCH MARK WAS SEARCHED FOR AND NOT FOUND THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0410 ***********************************************************************
 JF0410  DESIGNATION -  C 215
 JF0410  PID         -  JF0410
 JF0410  STATE/COUNTY-  KS/MORRIS
 JF0410  USGS QUAD   -  HERINGTON (1972)
 JF0410
 JF0410                         *CURRENT SURVEY CONTROL
 JF0410  ___________________________________________________________________
 JF0410* NAD 83(1986)-  38 43 11.     (N)    096 52 56.     (W)     SCALED    
 JF0410* NAVD 88     -       420.348  (meters)    1379.09   (feet)  ADJUSTED  
 JF0410  ___________________________________________________________________
 JF0410  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 JF0410  DYNAMIC HT  -         420.052 (meters)    1378.12  (feet)  COMP
 JF0410  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 JF0410
 JF0410  VERT ORDER  -  SECOND    CLASS 0
 JF0410
 JF0410.The horizontal coordinates were scaled from a topographic map and have
 JF0410.an estimated accuracy of +/- 6 seconds.
 JF0410
 JF0410.The orthometric height was determined by differential leveling
 JF0410.and adjusted by the National Geodetic Survey in June 1991..
 JF0410
 JF0410.The geoid height was determined by GEOID03.
 JF0410
 JF0410.The dynamic height is computed by dividing the NAVD 88
 JF0410.geopotential number by the normal gravity value computed on the
 JF0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0410.degrees latitude (g = 980.6199 gals.).
 JF0410
 JF0410.The modeled gravity was interpolated from observed gravity values.
 JF0410
 JF0410;                    North         East    Units  Estimated Accuracy
 JF0410;SPC KS N     -    43,490.      497,210.      MT  (+/- 180 meters Scaled)
 JF0410
 JF0410                          SUPERSEDED SURVEY CONTROL
 JF0410
 JF0410  NGVD 29 (??/??/92)  420.201  (m)         1378.61   (f) ADJ UNCH    2 0
 JF0410
 JF0410.Superseded values are not recommended for survey control.
 JF0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0410.See file dsdata.txt to determine how the superseded data were derived.
 JF0410
 JF0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH841878(NAD 83)
 JF0410_MARKER: DB = BENCH MARK DISK
 JF0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0410_SP_SET: BRIDGE
 JF0410_STAMPING: C 215 1934
 JF0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0410
 JF0410  HISTORY     - Date     Condition        Report By
 JF0410  HISTORY     - 1934     MONUMENTED       CGS
 JF0410  HISTORY     - 1935     GOOD             NGS
 JF0410  HISTORY     - 1968     GOOD             NGS
 JF0410
 JF0410                          STATION DESCRIPTION
 JF0410
 JF0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0410'5 MI NE FROM HERINGTON.
 JF0410'5 MILES NORTHEAST OF HERINGTON, KANS. ON THE ROCK ISLAND R.R.
 JF0410'DISC SET IN THE NORTHEAST CORNER OF BRIDGE 166.1 AND IN THE
 JF0410'TOP CENTER EAST END OF BACKWALL OF THE BRIDGE ON THE SOUTH
 JF0410'TRACK.
 JF0410
 JF0410                          STATION RECOVERY (1968)
 JF0410
 JF0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0024 ***********************************************************************
 HF0024  DESIGNATION -  C 216
 HF0024  PID         -  HF0024
 HF0024  STATE/COUNTY-  KS/ELK
 HF0024  USGS QUAD   -  SEVERY SOUTH (1975)
 HF0024
 HF0024                         *CURRENT SURVEY CONTROL
 HF0024  ___________________________________________________________________
 HF0024* NAD 83(1986)-  37 32 26.     (N)    096 12 26.     (W)     SCALED    
 HF0024* NAVD 88     -       341.912  (meters)    1121.76   (feet)  ADJUSTED  
 HF0024  ___________________________________________________________________
 HF0024  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HF0024  DYNAMIC HT  -         341.637 (meters)    1120.85  (feet)  COMP
 HF0024  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 HF0024
 HF0024  VERT ORDER  -  SECOND    CLASS 0
 HF0024
 HF0024.The horizontal coordinates were scaled from a topographic map and have
 HF0024.an estimated accuracy of +/- 6 seconds.
 HF0024
 HF0024.The orthometric height was determined by differential leveling
 HF0024.and adjusted by the National Geodetic Survey in June 1991..
 HF0024
 HF0024.The geoid height was determined by GEOID03.
 HF0024
 HF0024.The dynamic height is computed by dividing the NAVD 88
 HF0024.geopotential number by the normal gravity value computed on the
 HF0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0024.degrees latitude (g = 980.6199 gals.).
 HF0024
 HF0024.The modeled gravity was interpolated from observed gravity values.
 HF0024
 HF0024;                    North         East    Units  Estimated Accuracy
 HF0024;SPC KS S     -   499,480.      602,600.      MT  (+/- 180 meters Scaled)
 HF0024
 HF0024                          SUPERSEDED SURVEY CONTROL
 HF0024
 HF0024  NGVD 29 (??/??/92)  341.754  (m)         1121.24   (f) ADJ UNCH    2 0
 HF0024
 HF0024.Superseded values are not recommended for survey control.
 HF0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0024.See file dsdata.txt to determine how the superseded data were derived.
 HF0024
 HF0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG467585(NAD 83)
 HF0024_MARKER: DB = BENCH MARK DISK
 HF0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0024_STAMPING: C 216 1935
 HF0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0024+STABILITY: SURFACE MOTION
 HF0024
 HF0024  HISTORY     - Date     Condition        Report By
 HF0024  HISTORY     - 1935     MONUMENTED       CGS
 HF0024  HISTORY     - 1976     GOOD             NGS
 HF0024  HISTORY     - 1976     GOOD             NGS
 HF0024
 HF0024                          STATION DESCRIPTION
 HF0024
 HF0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0024'AT FIAT.
 HF0024'AT FIAT, ELK COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 HF0024'RAILWAY, 120 FEET SOUTH OF THE STATION, AT A COUNTY-ROAD CROSSING,
 HF0024'49 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 30 FEET SOUTH
 HF0024'OF THE ROAD, AND 15 FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER.
 HF0024'A STANDARD DISK, STAMPED C 216 1935 AND SET IN THE TOP OF A
 HF0024'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 HF0024
 HF0024                          STATION RECOVERY (1976)
 HF0024
 HF0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0024'TO REACH THE BENCH MARK FROM WEST EDGE OF SEVERY, GO SOUTH ON A
 HF0024'GRAVELED ROAD FOR 5.7 MILES TO A CROSSROAD, TURN LEFT AND GO EAST ON
 HF0024'A GRAVELED ROAD FOR 0.5 MILES TO THE BENCH MARK ON THE RIGHT, 38 FEET
 HF0024'SOUTH OF THE CENTER OF A GRAVELED ROAD, 10 FEET SOUTH OF A CORNER
 HF0024'FENCE POST, 8.5 FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF A
 HF0024'NORTH-SOUTH FENCELINE AND 1 FOOT NORTH OF A METAL WITNESS POST. A
 HF0024'STANDARD DISK STAMPED C 216 1935, SET IN THE TOP OF A SQUARE CONCRETE
 HF0024'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
 HF0024
 HF0024                          STATION RECOVERY (1976)
 HF0024
 HF0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0024'TO REACH THE BENCH MARK FROM WEST EDGE OF SEVERY, GO SOUTH ON A
 HF0024'GRAVELED ROAD FOR 5.7 MILES TO A CROSSROAD, TURN LEFT AND GO EAST ON
 HF0024'A GRAVELED ROAD FOR 0.5 MILES TO THE BENCH MARK ON THE RIGHT, 38 FEET
 HF0024'SOUTH OF THE CENTER OF A GRAVELED ROAD, 10 FEET SOUTH OF A CORNER
 HF0024'FENCE POST, 8.5 FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF A
 HF0024'NORTH-SOUTH FENCELINE AND 1 FOOT NORTH OF A METAL WITNESS POST. A
 HF0024'STANDARD DISK STAMPED C 216 1935, SET IN THE TOP OF A SQUARE CONCRETE
 HF0024'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0056 ***********************************************************************
 HH0056  DESIGNATION -  C 22
 HH0056  PID         -  HH0056
 HH0056  STATE/COUNTY-  KS/MEADE
 HH0056  USGS QUAD   -  MISSLER (1963)
 HH0056
 HH0056                         *CURRENT SURVEY CONTROL
 HH0056  ___________________________________________________________________
 HH0056* NAD 83(1986)-  37 19 03.     (N)    100 27 30.     (W)     SCALED    
 HH0056* NAVD 88     -       811.526  (meters)    2662.48   (feet)  ADJUSTED  
 HH0056  ___________________________________________________________________
 HH0056  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 HH0056  DYNAMIC HT  -         810.771 (meters)    2660.00  (feet)  COMP
 HH0056  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 HH0056
 HH0056  VERT ORDER  -  SECOND    CLASS 0
 HH0056
 HH0056.The horizontal coordinates were scaled from a topographic map and have
 HH0056.an estimated accuracy of +/- 6 seconds.
 HH0056
 HH0056.The orthometric height was determined by differential leveling
 HH0056.and adjusted by the National Geodetic Survey in June 1991..
 HH0056
 HH0056.The geoid height was determined by GEOID03.
 HH0056
 HH0056.The dynamic height is computed by dividing the NAVD 88
 HH0056.geopotential number by the normal gravity value computed on the
 HH0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0056.degrees latitude (g = 980.6199 gals.).
 HH0056
 HH0056.The modeled gravity was interpolated from observed gravity values.
 HH0056
 HH0056;                    North         East    Units  Estimated Accuracy
 HH0056;SPC KS S     -   474,060.      226,430.      MT  (+/- 180 meters Scaled)
 HH0056
 HH0056                          SUPERSEDED SURVEY CONTROL
 HH0056
 HH0056  NGVD 29 (??/??/92)  811.172  (m)         2661.32   (f) ADJ UNCH    2 0
 HH0056
 HH0056.Superseded values are not recommended for survey control.
 HH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0056.See file dsdata.txt to determine how the superseded data were derived.
 HH0056
 HH0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG707310(NAD 83)
 HH0056_MARKER: DB = BENCH MARK DISK
 HH0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0056_STAMPING: C 22 1933
 HH0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0056+STABILITY: SURFACE MOTION
 HH0056
 HH0056  HISTORY     - Date     Condition        Report By
 HH0056  HISTORY     - 1933     MONUMENTED       CGS
 HH0056
 HH0056                          STATION DESCRIPTION
 HH0056
 HH0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0056'7 MI SW FROM MEADE.
 HH0056'ABOUT 7.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0056'PACIFIC RAILWAY FROM THE STATION AT MEADE, MEADE COUNTY, AT
 HH0056'MILEPOST 398, AT A CONCRETE BRIDGE OVER A ROAD TO A FARM, AND IN
 HH0056'THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL.  A
 HH0056'STANDARD DISK, STAMPED C 22 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0888 ***********************************************************************
 JE0888  DESIGNATION -  C 222
 JE0888  PID         -  JE0888
 JE0888  STATE/COUNTY-  KS/MIAMI
 JE0888  USGS QUAD   -  LOUISBURG (1957)
 JE0888
 JE0888                         *CURRENT SURVEY CONTROL
 JE0888  ___________________________________________________________________
 JE0888* NAD 83(1986)-  38 37 26.     (N)    094 38 14.     (W)     SCALED    
 JE0888* NAVD 88     -       327.702  (meters)    1075.14   (feet)  ADJUSTED  
 JE0888  ___________________________________________________________________
 JE0888  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JE0888  DYNAMIC HT  -         327.475 (meters)    1074.39  (feet)  COMP
 JE0888  MODELED GRAV-     979,926.8   (mgal)                       NAVD 88
 JE0888
 JE0888  VERT ORDER  -  SECOND    CLASS 0
 JE0888
 JE0888.The horizontal coordinates were scaled from a topographic map and have
 JE0888.an estimated accuracy of +/- 6 seconds.
 JE0888
 JE0888.The orthometric height was determined by differential leveling
 JE0888.and adjusted by the National Geodetic Survey in June 1991..
 JE0888
 JE0888.The geoid height was determined by GEOID03.
 JE0888
 JE0888.The dynamic height is computed by dividing the NAVD 88
 JE0888.geopotential number by the normal gravity value computed on the
 JE0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0888.degrees latitude (g = 980.6199 gals.).
 JE0888
 JE0888.The modeled gravity was interpolated from observed gravity values.
 JE0888
 JE0888;                    North         East    Units  Estimated Accuracy
 JE0888;SPC KS S     -   624,200.      736,290.      MT  (+/- 180 meters Scaled)
 JE0888
 JE0888                          SUPERSEDED SURVEY CONTROL
 JE0888
 JE0888  NGVD 29 (??/??/92)  327.546  (m)         1074.62   (f) ADJ UNCH    2 0
 JE0888
 JE0888.Superseded values are not recommended for survey control.
 JE0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0888.See file dsdata.txt to determine how the superseded data were derived.
 JE0888
 JE0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC574763(NAD 83)
 JE0888_MARKER: DB = BENCH MARK DISK
 JE0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0888_STAMPING: C 222 1934
 JE0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0888+STABILITY: SURFACE MOTION
 JE0888
 JE0888  HISTORY     - Date     Condition        Report By
 JE0888  HISTORY     - 1934     MONUMENTED       CGS
 JE0888  HISTORY     - 1950     MARK NOT FOUND   NGS
 JE0888
 JE0888                          STATION DESCRIPTION
 JE0888
 JE0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0888'2.2 MI E FROM LOUISBURG.
 JE0888'2.2 MILES EAST ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 JE0888'THE STATION AT LOUISBURG, AT POLE 314/4, 14 RAILS EAST OF A
 JE0888'ROAD CROSSING, 44 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 JE0888'AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED C 222
 JE0888'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0525 ***********************************************************************
 HG0525  DESIGNATION -  C 23
 HG0525  PID         -  HG0525
 HG0525  STATE/COUNTY-  KS/FORD
 HG0525  USGS QUAD   -  BLOOM (1967)
 HG0525
 HG0525                         *CURRENT SURVEY CONTROL
 HG0525  ___________________________________________________________________
 HG0525* NAD 83(1986)-  37 29 19.     (N)    099 53 46.     (W)     SCALED    
 HG0525* NAVD 88     -       787.840  (meters)    2584.77   (feet)  ADJUSTED  
 HG0525  ___________________________________________________________________
 HG0525  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 HG0525  DYNAMIC HT  -         787.136 (meters)    2582.46  (feet)  COMP
 HG0525  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 HG0525
 HG0525  VERT ORDER  -  SECOND    CLASS 0
 HG0525
 HG0525.The horizontal coordinates were scaled from a topographic map and have
 HG0525.an estimated accuracy of +/- 6 seconds.
 HG0525
 HG0525.The orthometric height was determined by differential leveling
 HG0525.and adjusted by the National Geodetic Survey in June 1991..
 HG0525
 HG0525.The geoid height was determined by GEOID03.
 HG0525
 HG0525.The dynamic height is computed by dividing the NAVD 88
 HG0525.geopotential number by the normal gravity value computed on the
 HG0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0525.degrees latitude (g = 980.6199 gals.).
 HG0525
 HG0525.The modeled gravity was interpolated from observed gravity values.
 HG0525
 HG0525;                    North         East    Units  Estimated Accuracy
 HG0525;SPC KS S     -   492,150.      276,540.      MT  (+/- 180 meters Scaled)
 HG0525
 HG0525                          SUPERSEDED SURVEY CONTROL
 HG0525
 HG0525  NGVD 29 (??/??/92)  787.507  (m)         2583.68   (f) ADJ UNCH    2 0
 HG0525
 HG0525.Superseded values are not recommended for survey control.
 HG0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0525.See file dsdata.txt to determine how the superseded data were derived.
 HG0525
 HG0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG207494(NAD 83)
 HG0525_MARKER: DB = BENCH MARK DISK
 HG0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0525_STAMPING: C 23 1933
 HG0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0525+STABILITY: SURFACE MOTION
 HG0525
 HG0525  HISTORY     - Date     Condition        Report By
 HG0525  HISTORY     - 1933     MONUMENTED       CGS
 HG0525  HISTORY     - 1968     GOOD             NGS
 HG0525
 HG0525                          STATION DESCRIPTION
 HG0525
 HG0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0525'AT BLOOM.
 HG0525'AT BLOOM, FORD COUNTY, ABOUT 1 POLE NORTHEAST OF THE CHICAGO,
 HG0525'ROCK ISLAND AND PACIFIC RAILWAY STATION, ABOUT 35 POLES SOUTHWEST
 HG0525'OF MILEPOST 362, 45 FEET NORTHWEST OF THE CENTER LINE OF THE
 HG0525'MAIN TRACK, AND 4 FEET SOUTHWEST OF A POLE.  A STANDARD DISK,
 HG0525'STAMPED C 23 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HG0525
 HG0525                          STATION RECOVERY (1968)
 HG0525
 HG0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HG0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1293 ***********************************************************************
 JE1293  DESIGNATION -  C 230
 JE1293  PID         -  JE1293
 JE1293  STATE/COUNTY-  KS/OSAGE
 JE1293  USGS QUAD   -  OSAGE CITY (1971)
 JE1293
 JE1293                         *CURRENT SURVEY CONTROL
 JE1293  ___________________________________________________________________
 JE1293* NAD 83(1986)-  38 38 28.     (N)    095 47 02.     (W)     SCALED    
 JE1293* NAVD 88     -       338.438  (meters)    1110.36   (feet)  ADJUSTED  
 JE1293  ___________________________________________________________________
 JE1293  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JE1293  DYNAMIC HT  -         338.201 (meters)    1109.58  (feet)  COMP
 JE1293  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 JE1293
 JE1293  VERT ORDER  -  SECOND    CLASS 0
 JE1293
 JE1293.The horizontal coordinates were scaled from a topographic map and have
 JE1293.an estimated accuracy of +/- 6 seconds.
 JE1293
 JE1293.The orthometric height was determined by differential leveling
 JE1293.and adjusted by the National Geodetic Survey in June 1991..
 JE1293
 JE1293.The geoid height was determined by GEOID03.
 JE1293
 JE1293.The dynamic height is computed by dividing the NAVD 88
 JE1293.geopotential number by the normal gravity value computed on the
 JE1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1293.degrees latitude (g = 980.6199 gals.).
 JE1293
 JE1293.The modeled gravity was interpolated from observed gravity values.
 JE1293
 JE1293;                    North         East    Units  Estimated Accuracy
 JE1293;SPC KS S     -   622,590.      636,440.      MT  (+/- 180 meters Scaled)
 JE1293
 JE1293                          SUPERSEDED SURVEY CONTROL
 JE1293
 JE1293  NGVD 29 (??/??/92)  338.293  (m)         1109.88   (f) ADJ UNCH    2 0
 JE1293
 JE1293.Superseded values are not recommended for survey control.
 JE1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1293.See file dsdata.txt to determine how the superseded data were derived.
 JE1293
 JE1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC577806(NAD 83)
 JE1293_MARKER: DB = BENCH MARK DISK
 JE1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1293+STABILITY: SURFACE MOTION
 JE1293
 JE1293  HISTORY     - Date     Condition        Report By
 JE1293  HISTORY     - UNK      MONUMENTED       CGS
 JE1293  HISTORY     - 1935     GOOD             NGS
 JE1293  HISTORY     - 1970     MARK NOT FOUND   NGS
 JE1293  HISTORY     - 1970     MARK NOT FOUND   USGS
 JE1293
 JE1293                          STATION DESCRIPTION
 JE1293
 JE1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1293'2.3 MI E FROM OSAGE CITY.
 JE1293'2.3 MILES E. OF OSAGE CITY STATION ALONG MO. PAC. RR. AT MP
 JE1293'384/04.  MARK IS 8 YDS. S. OF CENTER LINE OF TRACK AND 11 YDS.
 JE1293'E. OF CENTER LINE OF CROSSING.
 JE1293
 JE1293                          STATION RECOVERY (1970)
 JE1293
 JE1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JE1293'MARK NOT FOUND.
 JE1293
 JE1293                          STATION RECOVERY (1970)
 JE1293
 JE1293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JE1293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0014 ***********************************************************************
 JF0014  DESIGNATION -  C 231
 JF0014  PID         -  JF0014
 JF0014  STATE/COUNTY-  KS/WABAUNSEE
 JF0014  USGS QUAD   -  ESKRIDGE (1983)
 JF0014
 JF0014                         *CURRENT SURVEY CONTROL
 JF0014  ___________________________________________________________________
 JF0014* NAD 83(1986)-  38 48 42.     (N)    096 01 08.     (W)     SCALED    
 JF0014* NAVD 88     -       357.193  (meters)    1171.89   (feet)  ADJUSTED  
 JF0014  ___________________________________________________________________
 JF0014  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JF0014  DYNAMIC HT  -         356.946 (meters)    1171.08  (feet)  COMP
 JF0014  MODELED GRAV-     979,928.1   (mgal)                       NAVD 88
 JF0014
 JF0014  VERT ORDER  -  SECOND    CLASS 0
 JF0014
 JF0014.The horizontal coordinates were scaled from a topographic map and have
 JF0014.an estimated accuracy of +/- 6 seconds.
 JF0014
 JF0014.The orthometric height was determined by differential leveling
 JF0014.and adjusted by the National Geodetic Survey in June 1991..
 JF0014
 JF0014.The geoid height was determined by GEOID03.
 JF0014
 JF0014.The dynamic height is computed by dividing the NAVD 88
 JF0014.geopotential number by the normal gravity value computed on the
 JF0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0014.degrees latitude (g = 980.6199 gals.).
 JF0014
 JF0014.The modeled gravity was interpolated from observed gravity values.
 JF0014
 JF0014;                    North         East    Units  Estimated Accuracy
 JF0014;SPC KS N     -    54,980.      572,050.      MT  (+/- 180 meters Scaled)
 JF0014
 JF0014                          SUPERSEDED SURVEY CONTROL
 JF0014
 JF0014  NGVD 29 (??/??/92)  357.048  (m)         1171.41   (f) ADJ UNCH    2 0
 JF0014
 JF0014.Superseded values are not recommended for survey control.
 JF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0014.See file dsdata.txt to determine how the superseded data were derived.
 JF0014
 JF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ588001(NAD 83)
 JF0014_MARKER: DB = BENCH MARK DISK
 JF0014_SETTING: 0 = UNSPECIFIED SETTING
 JF0014_STAMPING: C 231 1934
 JF0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0014
 JF0014  HISTORY     - Date     Condition        Report By
 JF0014  HISTORY     - 1934     MONUMENTED       CGS
 JF0014  HISTORY     - 1968     GOOD             NGS
 JF0014
 JF0014                          STATION DESCRIPTION
 JF0014
 JF0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JF0014'3.7 MI NW FROM HARVEYVILLE.
 JF0014'IT IS 150 YARDS NORTHWEST OF MILE POST 12, 40 YARDS NORTHWEST
 JF0014'OF BRIDGE NO. 12A, AT A GRAVELED ROAD CROSSING, 21 FEET SOUTH
 JF0014'OF CENTER OF GRAVELED ROAD, 15 FEET SOUTHWEST OF CENTER OF TRACK,
 JF0014'8 FEET EAST OF CROSSING-WARNING SIGN, 1-FOOT WEST OF A METAL
 JF0014'WITNESS POST, AND PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0337 ***********************************************************************
 HE0337  DESIGNATION -  C 233
 HE0337  PID         -  HE0337
 HE0337  STATE/COUNTY-  KS/BOURBON
 HE0337  USGS QUAD   -  FORT SCOTT (1978)
 HE0337
 HE0337                         *CURRENT SURVEY CONTROL
 HE0337  ___________________________________________________________________
 HE0337* NAD 83(1986)-  37 50 22.     (N)    094 42 26.     (W)     SCALED    
 HE0337* NAVD 88     -       257.879  (meters)     846.06   (feet)  ADJUSTED  
 HE0337  ___________________________________________________________________
 HE0337  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HE0337  DYNAMIC HT  -         257.686 (meters)     845.42  (feet)  COMP
 HE0337  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 HE0337
 HE0337  VERT ORDER  -  SECOND    CLASS 0
 HE0337
 HE0337.The horizontal coordinates were scaled from a topographic map and have
 HE0337.an estimated accuracy of +/- 6 seconds.
 HE0337
 HE0337.The orthometric height was determined by differential leveling
 HE0337.and adjusted by the National Geodetic Survey in June 1991..
 HE0337
 HE0337.The geoid height was determined by GEOID03.
 HE0337
 HE0337.The dynamic height is computed by dividing the NAVD 88
 HE0337.geopotential number by the normal gravity value computed on the
 HE0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0337.degrees latitude (g = 980.6199 gals.).
 HE0337
 HE0337.The modeled gravity was interpolated from observed gravity values.
 HE0337
 HE0337;                    North         East    Units  Estimated Accuracy
 HE0337;SPC KS S     -   536,950.      733,740.      MT  (+/- 180 meters Scaled)
 HE0337
 HE0337                          SUPERSEDED SURVEY CONTROL
 HE0337
 HE0337  NGVD 29 (??/??/92)  257.762  (m)          845.67   (f) ADJ UNCH    2 0
 HE0337
 HE0337.Superseded values are not recommended for survey control.
 HE0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0337.See file dsdata.txt to determine how the superseded data were derived.
 HE0337
 HE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB497893(NAD 83)
 HE0337_MARKER: DB = BENCH MARK DISK
 HE0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0337_STAMPING: C 233 1935
 HE0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0337+STABILITY: SURFACE MOTION
 HE0337
 HE0337  HISTORY     - Date     Condition        Report By
 HE0337  HISTORY     - 1935     MONUMENTED       CGS
 HE0337  HISTORY     - 1950     GOOD             NGS
 HE0337  HISTORY     - 1975     GOOD             NGS
 HE0337  HISTORY     - 1975     GOOD             NGS
 HE0337
 HE0337                          STATION DESCRIPTION
 HE0337
 HE0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HE0337'AT FORT SCOTT.
 HE0337'AT FORT SCOTT, BOURBON COUNTY, AT THE COURTHOUSE, IN THE NORTHWEST
 HE0337'CORNER OF THE COURTHOUSE YARD, 4 FEET SOUTH OF A WALK, AND
 HE0337'5 FEET EAST OF ANOTHER WALK.  A STANDARD DISK, STAMPED C 233
 HE0337'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HE0337
 HE0337                          STATION RECOVERY (1975)
 HE0337
 HE0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HE0337'THIS MARK IS IN THE CONSTRUCTION AREA FOR A NEW JAIL TO BE BUILT ON
 HE0337'THE BOURBON COUNTY COURTHOUSE YARD. THIS MARK WAS LEFT INTACT THIS
 HE0337'DATE AND THE DISK WILL BE RECLAIMED BY COUNTY OFFICIALS WHEN IT IS
 HE0337'DESTROYED. C 233 RESET 1975 REPLACES THIS BENCH MARK.
 HE0337
 HE0337                          STATION RECOVERY (1975)
 HE0337
 HE0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 HE0337'THIS MARK IS IN THE CONSTRUCTION AREA FOR A NEW JAIL TO BE BUILT ON
 HE0337'THE BOURBON COUNTY COURTHOUSE YARD. THIS MARK WAS LEFT INTACT THIS
 HE0337'DATE AND THE DISK WILL BE RECLAIMED BY COUNTY OFFICIALS WHEN IT IS
 HE0337'DESTROYED. C 233 RESET 1975 REPLACES THIS BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0338 ***********************************************************************
 HE0338  DESIGNATION -  C 233 RESET
 HE0338  PID         -  HE0338
 HE0338  STATE/COUNTY-  KS/BOURBON
 HE0338  USGS QUAD   -  FORT SCOTT (1978)
 HE0338
 HE0338                         *CURRENT SURVEY CONTROL
 HE0338  ___________________________________________________________________
 HE0338* NAD 83(1986)-  37 50 23.     (N)    094 42 26.     (W)     SCALED    
 HE0338* NAVD 88     -       258.11   (+/-2cm)     846.8    (feet)  VERTCON   
 HE0338  ___________________________________________________________________
 HE0338  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HE0338
 HE0338  VERT ORDER  -  THIRD (See Below)
 HE0338
 HE0338.The horizontal coordinates were scaled from a topographic map and have
 HE0338.an estimated accuracy of +/- 6 seconds.
 HE0338
 HE0338.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0338.The vertical order pertains to the NGVD 29 superseded value.
 HE0338
 HE0338.The geoid height was determined by GEOID03.
 HE0338
 HE0338;                    North         East    Units  Estimated Accuracy
 HE0338;SPC KS S     -   536,980.      733,740.      MT  (+/- 180 meters Scaled)
 HE0338
 HE0338                          SUPERSEDED SURVEY CONTROL
 HE0338
 HE0338  NGVD 29 (03/09/04)  258.00   (m)          846.5    (f) RESET       3  
 HE0338
 HE0338.Superseded values are not recommended for survey control.
 HE0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0338.See file dsdata.txt to determine how the superseded data were derived.
 HE0338
 HE0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB497894(NAD 83)
 HE0338_MARKER: DB = BENCH MARK DISK
 HE0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0338_SP_SET: SIDEWALK
 HE0338_STAMPING: C 233 RESET 1975
 HE0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0338
 HE0338  HISTORY     - Date     Condition        Report By
 HE0338  HISTORY     - 1975     MONUMENTED       NGS
 HE0338  HISTORY     - 20050803 GOOD             GEOCAC
 HE0338
 HE0338                          STATION DESCRIPTION
 HE0338
 HE0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HE0338'AT FORT SCOTT.
 HE0338'AT FORT SCOTT, BOURBON COUNTY, AT THE COURTHOUSE, IN THE NORTHEAST
 HE0338'CORNER OF THE COURTHOUSE YARD, 79 FEET NORTHEAST OF THE NORTH
 HE0338'EDGE OF LARGE STATUE, 13.9 FEET WEST OF THE WEST CURB OF S.
 HE0338'NATIONAL ST., 24 FEET SOUTH OF THE SOUTH EDGE OF CURB OF W.
 HE0338'2ND ST. AND 5.4 FEET WEST OF THE SOUTHWEST CORNER OF A BOURBON
 HE0338'COUNTY PLAUGE SET IN THE NORTH-SOUTH SIDEWALK.  A 4-INCH CAST
 HE0338'ALUMINUM BENCH MARK STAMPED C 233 RESET 1975 AND SET FLUSH
 HE0338'WITH THE GROUND SURFACE.
 HE0338
 HE0338                          STATION RECOVERY (2005)
 HE0338
 HE0338'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0667 ***********************************************************************
 HF0667  DESIGNATION -  C 238
 HF0667  PID         -  HF0667
 HF0667  STATE/COUNTY-  KS/SUMNER
 HF0667  USGS QUAD   -  ROME (1965)
 HF0667
 HF0667                         *CURRENT SURVEY CONTROL
 HF0667  ___________________________________________________________________
 HF0667* NAD 83(1986)-  37 09 41.     (N)    097 23 34.     (W)     SCALED    
 HF0667* NAVD 88     -       372.013  (meters)    1220.51   (feet)  ADJUSTED  
 HF0667  ___________________________________________________________________
 HF0667  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0667  DYNAMIC HT  -         371.707 (meters)    1219.51  (feet)  COMP
 HF0667  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 HF0667
 HF0667  VERT ORDER  -  SECOND    CLASS 0
 HF0667
 HF0667.The horizontal coordinates were scaled from a topographic map and have
 HF0667.an estimated accuracy of +/- 6 seconds.
 HF0667
 HF0667.The orthometric height was determined by differential leveling
 HF0667.and adjusted by the National Geodetic Survey in June 1991..
 HF0667
 HF0667.The geoid height was determined by GEOID03.
 HF0667
 HF0667.The dynamic height is computed by dividing the NAVD 88
 HF0667.geopotential number by the normal gravity value computed on the
 HF0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0667.degrees latitude (g = 980.6199 gals.).
 HF0667
 HF0667.The modeled gravity was interpolated from observed gravity values.
 HF0667
 HF0667;                    North         East    Units  Estimated Accuracy
 HF0667;SPC KS S     -   455,490.      498,350.      MT  (+/- 180 meters Scaled)
 HF0667
 HF0667                          SUPERSEDED SURVEY CONTROL
 HF0667
 HF0667  NGVD 29 (??/??/92)  371.893  (m)         1220.12   (f) ADJ UNCH    2 0
 HF0667
 HF0667.Superseded values are not recommended for survey control.
 HF0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0667.See file dsdata.txt to determine how the superseded data were derived.
 HF0667
 HF0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG427139(NAD 83)
 HF0667_MARKER: DB = BENCH MARK DISK
 HF0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0667_STAMPING: C 238 1934
 HF0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0667+STABILITY: SURFACE MOTION
 HF0667
 HF0667  HISTORY     - Date     Condition        Report By
 HF0667  HISTORY     - 1934     MONUMENTED       CGS
 HF0667
 HF0667                          STATION DESCRIPTION
 HF0667
 HF0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0667'AT ROME.
 HF0667'AT ROME, SUMNER COUNTY, 2-1/2 RAILS SOUTH OF THE SOUTH END OF THE
 HF0667'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, NEAR MILEPOST 7,
 HF0667'60 FEET NORTH OF THE CENTERLINE OF A DRIVE LEADING TO A GARAGE
 HF0667'WEST OF THE TRACK, 48 FEET WEST OF THE CENTERLINE OF THE TRACK,
 HF0667'AND 7 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 HF0667'C 238 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0777 ***********************************************************************
 HF0777  DESIGNATION -  C 239
 HF0777  PID         -  HF0777
 HF0777  STATE/COUNTY-  KS/SUMNER
 HF0777  USGS QUAD   -  MAYFIELD (1971)
 HF0777
 HF0777                         *CURRENT SURVEY CONTROL
 HF0777  ___________________________________________________________________
 HF0777* NAD 83(1986)-  37 15 42.     (N)    097 31 48.     (W)     SCALED    
 HF0777* NAVD 88     -       385.702  (meters)    1265.42   (feet)  ADJUSTED  
 HF0777  ___________________________________________________________________
 HF0777  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0777  DYNAMIC HT  -         385.386 (meters)    1264.39  (feet)  COMP
 HF0777  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 HF0777
 HF0777  VERT ORDER  -  SECOND    CLASS 0
 HF0777
 HF0777.The horizontal coordinates were scaled from a topographic map and have
 HF0777.an estimated accuracy of +/- 6 seconds.
 HF0777
 HF0777.The orthometric height was determined by differential leveling
 HF0777.and adjusted by the National Geodetic Survey in June 1991..
 HF0777
 HF0777.The geoid height was determined by GEOID03.
 HF0777
 HF0777.The dynamic height is computed by dividing the NAVD 88
 HF0777.geopotential number by the normal gravity value computed on the
 HF0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0777.degrees latitude (g = 980.6199 gals.).
 HF0777
 HF0777.The modeled gravity was interpolated from observed gravity values.
 HF0777
 HF0777;                    North         East    Units  Estimated Accuracy
 HF0777;SPC KS S     -   466,480.      486,040.      MT  (+/- 180 meters Scaled)
 HF0777
 HF0777                          SUPERSEDED SURVEY CONTROL
 HF0777
 HF0777  NGVD 29 (??/??/92)  385.583  (m)         1265.03   (f) ADJ UNCH    2 0
 HF0777
 HF0777.Superseded values are not recommended for survey control.
 HF0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0777.See file dsdata.txt to determine how the superseded data were derived.
 HF0777
 HF0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG303249(NAD 83)
 HF0777_MARKER: R = RIVET
 HF0777_SETTING: 0 = UNSPECIFIED SETTING
 HF0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0777
 HF0777  HISTORY     - Date     Condition        Report By
 HF0777  HISTORY     - UNK      MONUMENTED       CGS
 HF0777  HISTORY     - 1962     MARK NOT FOUND   NGS
 HF0777
 HF0777                          STATION DESCRIPTION
 HF0777
 HF0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0777'0.7 MI E FROM MAYFIELD.
 HF0777'0.7 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0777'FROM MAYFIELD, SUMNER COUNTY, NEAR MILEAGE 246.3, AT A ROAD
 HF0777'CROSSING, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, 45 FEET
 HF0777'NORTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET EAST AND 1-1/2
 HF0777'FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD MONEL-METAL
 HF0777'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0302 ***********************************************************************
 JF0302  DESIGNATION -  C 240
 JF0302  PID         -  JF0302
 JF0302  STATE/COUNTY-  KS/CHASE
 JF0302  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF0302
 JF0302                         *CURRENT SURVEY CONTROL
 JF0302  ___________________________________________________________________
 JF0302* NAD 83(1986)-  38 22 18.     (N)    096 32 20.     (W)     SCALED    
 JF0302* NAVD 88     -       362.409  (meters)    1189.00   (feet)  ADJUSTED  
 JF0302  ___________________________________________________________________
 JF0302  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 JF0302  DYNAMIC HT  -         362.145 (meters)    1188.14  (feet)  COMP
 JF0302  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 JF0302
 JF0302  VERT ORDER  -  SECOND    CLASS 0
 JF0302
 JF0302.The horizontal coordinates were scaled from a topographic map and have
 JF0302.an estimated accuracy of +/- 6 seconds.
 JF0302
 JF0302.The orthometric height was determined by differential leveling
 JF0302.and adjusted by the National Geodetic Survey in June 1991..
 JF0302
 JF0302.The geoid height was determined by GEOID03.
 JF0302
 JF0302.The dynamic height is computed by dividing the NAVD 88
 JF0302.geopotential number by the normal gravity value computed on the
 JF0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0302.degrees latitude (g = 980.6199 gals.).
 JF0302
 JF0302.The modeled gravity was interpolated from observed gravity values.
 JF0302
 JF0302;                    North         East    Units  Estimated Accuracy
 JF0302;SPC KS S     -   591,040.      571,360.      MT  (+/- 180 meters Scaled)
 JF0302
 JF0302                          SUPERSEDED SURVEY CONTROL
 JF0302
 JF0302  NGVD 29 (??/??/92)  362.273  (m)         1188.56   (f) ADJ UNCH    2 0
 JF0302
 JF0302.Superseded values are not recommended for survey control.
 JF0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0302.See file dsdata.txt to determine how the superseded data were derived.
 JF0302
 JF0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH149499(NAD 83)
 JF0302_MARKER: DB = BENCH MARK DISK
 JF0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0302+STABILITY: SURFACE MOTION
 JF0302
 JF0302  HISTORY     - Date     Condition        Report By
 JF0302  HISTORY     - UNK      MONUMENTED       CGS
 JF0302  HISTORY     - 1934     GOOD             NGS
 JF0302  HISTORY     - 1948     MARK NOT FOUND   LOCENG
 JF0302
 JF0302                          STATION DESCRIPTION
 JF0302
 JF0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0302'IN COTTONWOOD FALLS.
 JF0302'IN COTTONWOOD FALLS (DEPOT) NEAR THE ATCHISON TOPEKA AND SANTA FE
 JF0302'DEPOT 18 FEET WEST OF CENTER OF MAIN LINE TRACK 100 FEET SOUTH OF
 JF0302'ROAD CROSSING 105 FEET NORTH OF DEPOT 2 IN ABOVE THE GROUND
 JF0302
 JF0302                          STATION RECOVERY (1948)
 JF0302
 JF0302'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 JF0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0222 ***********************************************************************
 HF0222  DESIGNATION -  C 242
 HF0222  PID         -  HF0222
 HF0222  STATE/COUNTY-  KS/COWLEY
 HF0222  USGS QUAD   -  WINFIELD (1979)
 HF0222
 HF0222                         *CURRENT SURVEY CONTROL
 HF0222  ___________________________________________________________________
 HF0222* NAD 83(1986)-  37 14 22.     (N)    096 59 44.     (W)     SCALED    
 HF0222* NAVD 88     -       343.621  (meters)    1127.36   (feet)  ADJUSTED  
 HF0222  ___________________________________________________________________
 HF0222  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HF0222  DYNAMIC HT  -         343.338 (meters)    1126.43  (feet)  COMP
 HF0222  MODELED GRAV-     979,798.2   (mgal)                       NAVD 88
 HF0222
 HF0222  VERT ORDER  -  SECOND    CLASS 0
 HF0222
 HF0222.The horizontal coordinates were scaled from a topographic map and have
 HF0222.an estimated accuracy of +/- 6 seconds.
 HF0222
 HF0222.The orthometric height was determined by differential leveling
 HF0222.and adjusted by the National Geodetic Survey in June 1991..
 HF0222
 HF0222.The geoid height was determined by GEOID03.
 HF0222
 HF0222.The dynamic height is computed by dividing the NAVD 88
 HF0222.geopotential number by the normal gravity value computed on the
 HF0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0222.degrees latitude (g = 980.6199 gals.).
 HF0222
 HF0222.The modeled gravity was interpolated from observed gravity values.
 HF0222
 HF0222;                    North         East    Units  Estimated Accuracy
 HF0222;SPC KS S     -   464,650.      533,490.      MT  (+/- 180 meters Scaled)
 HF0222
 HF0222                          SUPERSEDED SURVEY CONTROL
 HF0222
 HF0222  NGVD 29 (??/??/92)  343.506  (m)         1126.99   (f) ADJ UNCH    2 0
 HF0222
 HF0222.Superseded values are not recommended for survey control.
 HF0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0222.See file dsdata.txt to determine how the superseded data were derived.
 HF0222
 HF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG777233(NAD 83)
 HF0222_MARKER: DB = BENCH MARK DISK
 HF0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0222_STAMPING: C 242 1934
 HF0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0222+STABILITY: SURFACE MOTION
 HF0222
 HF0222  HISTORY     - Date     Condition        Report By
 HF0222  HISTORY     - 1934     MONUMENTED       CGS
 HF0222  HISTORY     - 19990404 GOOD             USPSQD
 HF0222
 HF0222                          STATION DESCRIPTION
 HF0222
 HF0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0222'AT WINFIELD.
 HF0222'AT WINFIELD, COWLEY COUNTY, AT THE POST OFFICE, IN THE YARD, 9
 HF0222'FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 6 FEET SOUTH
 HF0222'OF THE WEST WALL, 9 FEET NORTH OF THE NORTH END OF THE STEPS,
 HF0222'AND 9 FEET EAST OF THE SIDEWALK.  A STANDARD DISK, STAMPED C
 HF0222'242 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0222
 HF0222                          STATION RECOVERY (1999)
 HF0222
 HF0222'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0142 ***********************************************************************
 HF0142  DESIGNATION -  C 243
 HF0142  PID         -  HF0142
 HF0142  STATE/COUNTY-  KS/ELK
 HF0142  USGS QUAD   -  MOLINE (1979)
 HF0142
 HF0142                         *CURRENT SURVEY CONTROL
 HF0142  ___________________________________________________________________
 HF0142* NAD 83(1986)-  37 21 29.     (N)    096 20 45.     (W)     SCALED    
 HF0142* NAVD 88     -       342.222  (meters)    1122.77   (feet)  ADJUSTED  
 HF0142  ___________________________________________________________________
 HF0142  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HF0142  DYNAMIC HT  -         341.942 (meters)    1121.85  (feet)  COMP
 HF0142  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 HF0142
 HF0142  VERT ORDER  -  SECOND    CLASS 0
 HF0142
 HF0142.The horizontal coordinates were scaled from a topographic map and have
 HF0142.an estimated accuracy of +/- 6 seconds.
 HF0142
 HF0142.The orthometric height was determined by differential leveling
 HF0142.and adjusted by the National Geodetic Survey in June 1991..
 HF0142
 HF0142.The geoid height was determined by GEOID03.
 HF0142
 HF0142.The dynamic height is computed by dividing the NAVD 88
 HF0142.geopotential number by the normal gravity value computed on the
 HF0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0142.degrees latitude (g = 980.6199 gals.).
 HF0142
 HF0142.The modeled gravity was interpolated from observed gravity values.
 HF0142
 HF0142;                    North         East    Units  Estimated Accuracy
 HF0142;SPC KS S     -   478,940.      590,820.      MT  (+/- 180 meters Scaled)
 HF0142
 HF0142                          SUPERSEDED SURVEY CONTROL
 HF0142
 HF0142  NGVD 29 (??/??/92)  342.066  (m)         1122.26   (f) ADJ UNCH    2 0
 HF0142
 HF0142.Superseded values are not recommended for survey control.
 HF0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0142.See file dsdata.txt to determine how the superseded data were derived.
 HF0142
 HF0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG350378(NAD 83)
 HF0142_MARKER: DB = BENCH MARK DISK
 HF0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0142_STAMPING: C 243 1935
 HF0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0142+STABILITY: SURFACE MOTION
 HF0142
 HF0142  HISTORY     - Date     Condition        Report By
 HF0142  HISTORY     - 1935     MONUMENTED       CGS
 HF0142
 HF0142                          STATION DESCRIPTION
 HF0142
 HF0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0142'2.4 MI W FROM MOLINE.
 HF0142'2.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0142'FROM MOLINE, ELK COUNTY, AT A FARM-ROAD CROSSING, 25 FEET WEST
 HF0142'OF THE ROAD, AND 15 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 HF0142'A STANDARD DISK, STAMPED C 243 1935 AND SET IN THE TOP OF A
 HF0142'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0565 ***********************************************************************
 HE0565  DESIGNATION -  C 244
 HE0565  PID         -  HE0565
 HE0565  STATE/COUNTY-  KS/MONTGOMERY
 HE0565  USGS QUAD   -  INDEPENDENCE (1979)
 HE0565
 HE0565                         *CURRENT SURVEY CONTROL
 HE0565  ___________________________________________________________________
 HE0565* NAD 83(1986)-  37 14 03.     (N)    095 43 31.     (W)     SCALED    
 HE0565* NAVD 88     -       242.868  (meters)     796.81   (feet)  ADJUSTED  
 HE0565  ___________________________________________________________________
 HE0565  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HE0565  DYNAMIC HT  -         242.675 (meters)     796.18  (feet)  COMP
 HE0565  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 HE0565
 HE0565  VERT ORDER  -  SECOND    CLASS 0
 HE0565
 HE0565.The horizontal coordinates were scaled from a topographic map and have
 HE0565.an estimated accuracy of +/- 6 seconds.
 HE0565
 HE0565.The orthometric height was determined by differential leveling
 HE0565.and adjusted by the National Geodetic Survey in June 1991..
 HE0565
 HE0565.The geoid height was determined by GEOID03.
 HE0565
 HE0565.The dynamic height is computed by dividing the NAVD 88
 HE0565.geopotential number by the normal gravity value computed on the
 HE0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0565.degrees latitude (g = 980.6199 gals.).
 HE0565
 HE0565.The modeled gravity was interpolated from observed gravity values.
 HE0565
 HE0565;                    North         East    Units  Estimated Accuracy
 HE0565;SPC KS S     -   466,650.      646,190.      MT  (+/- 180 meters Scaled)
 HE0565
 HE0565                          SUPERSEDED SURVEY CONTROL
 HE0565
 HE0565  NGVD 29 (??/??/92)  242.728  (m)          796.35   (f) ADJ UNCH    2 0
 HE0565
 HE0565.Superseded values are not recommended for survey control.
 HE0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0565.See file dsdata.txt to determine how the superseded data were derived.
 HE0565
 HE0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB582243(NAD 83)
 HE0565_MARKER: DB = BENCH MARK DISK
 HE0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0565_STAMPING: C 244 1935
 HE0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0565+STABILITY: SURFACE MOTION
 HE0565
 HE0565  HISTORY     - Date     Condition        Report By
 HE0565  HISTORY     - 1935     MONUMENTED       CGS
 HE0565
 HE0565                          STATION DESCRIPTION
 HE0565
 HE0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0565'AT INDEPENDENCE.
 HE0565'AT INDEPENDENCE, MONTGOMERY COUNTY, AT THE CROSSING OF THE
 HE0565'ATCHISON, TOPEKA AND SANTA FE RAILWAY AND THE MISSOURI PACIFIC
 HE0565'RAILROAD, AT THE SIGNAL TOWER, 50 FEET WEST OF THE CENTERLINE
 HE0565'OF THE MISSOURI PACIFIC RAILROAD TRACK, 23 FEET NORTH OF THE
 HE0565'CENTERLINE OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACK,
 HE0565'AND IN LINE WITH A NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 HE0565'STAMPED C 244 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HE0565'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0395 ***********************************************************************
 HE0395  DESIGNATION -  C 246
 HE0395  PID         -  HE0395
 HE0395  STATE/COUNTY-  KS/NEOSHO
 HE0395  USGS QUAD   -  SHAW (1973)
 HE0395
 HE0395                         *CURRENT SURVEY CONTROL
 HE0395  ___________________________________________________________________
 HE0395* NAD 83(1986)-  37 35 59.     (N)    095 18 59.     (W)     SCALED    
 HE0395* NAVD 88     -       277.872  (meters)     911.65   (feet)  ADJUSTED  
 HE0395  ___________________________________________________________________
 HE0395  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0395  DYNAMIC HT  -         277.655 (meters)     910.94  (feet)  COMP
 HE0395  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 HE0395
 HE0395  VERT ORDER  -  SECOND    CLASS 0
 HE0395
 HE0395.The horizontal coordinates were scaled from a topographic map and have
 HE0395.an estimated accuracy of +/- 6 seconds.
 HE0395
 HE0395.The orthometric height was determined by differential leveling
 HE0395.and adjusted by the National Geodetic Survey in June 1991..
 HE0395
 HE0395.The geoid height was determined by GEOID03.
 HE0395
 HE0395.The dynamic height is computed by dividing the NAVD 88
 HE0395.geopotential number by the normal gravity value computed on the
 HE0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0395.degrees latitude (g = 980.6199 gals.).
 HE0395
 HE0395.The modeled gravity was interpolated from observed gravity values.
 HE0395
 HE0395;                    North         East    Units  Estimated Accuracy
 HE0395;SPC KS S     -   508,350.      681,070.      MT  (+/- 180 meters Scaled)
 HE0395
 HE0395                          SUPERSEDED SURVEY CONTROL
 HE0395
 HE0395  NGVD 29 (??/??/92)  277.744  (m)          911.23   (f) ADJ UNCH    2 0
 HE0395
 HE0395.Superseded values are not recommended for survey control.
 HE0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0395.See file dsdata.txt to determine how the superseded data were derived.
 HE0395
 HE0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB955639(NAD 83)
 HE0395_MARKER: DB = BENCH MARK DISK
 HE0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0395_STAMPING: C 246 1934
 HE0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0395+STABILITY: SURFACE MOTION
 HE0395
 HE0395  HISTORY     - Date     Condition        Report By
 HE0395  HISTORY     - 1934     MONUMENTED       CGS
 HE0395  HISTORY     - 1964     GOOD             NGS
 HE0395  HISTORY     - 1973     MARK NOT FOUND   NGS
 HE0395
 HE0395                          STATION DESCRIPTION
 HE0395
 HE0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HE0395'AT SHAW.
 HE0395'AT THE SITE OF THE OLD STATION AT SHAW, STATION IS NOW TORN
 HE0395'DOWN, 6 1/2 RAILS SOUTHEAST OF ROAD CROSSING, 42.0 FEET SOUTHEAST
 HE0395'OF STATION SIGN, 16.0 FEET EAST OF THE CENTER OF THE RAILROAD,
 HE0395'9.5 FEET NORTH OF MILE POST 10, A STANDARD DISK SET IN THE TOP
 HE0395'OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 HE0395'GROUND.
 HE0395
 HE0395                          STATION RECOVERY (1973)
 HE0395
 HE0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HE0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0240 ***********************************************************************
 HE0240  DESIGNATION -  C 247
 HE0240  PID         -  HE0240
 HE0240  STATE/COUNTY-  KS/CRAWFORD
 HE0240  USGS QUAD   -  PITTSBURG (1978)
 HE0240
 HE0240                         *CURRENT SURVEY CONTROL
 HE0240  ___________________________________________________________________
 HE0240* NAD 83(1986)-  37 25 05.     (N)    094 42 03.     (W)     SCALED    
 HE0240* NAVD 88     -       286.262  (meters)     939.18   (feet)  ADJUSTED  
 HE0240  ___________________________________________________________________
 HE0240  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HE0240  DYNAMIC HT  -         286.035 (meters)     938.43  (feet)  COMP
 HE0240  MODELED GRAV-     979,831.0   (mgal)                       NAVD 88
 HE0240
 HE0240  VERT ORDER  -  SECOND    CLASS 0
 HE0240
 HE0240.The horizontal coordinates were scaled from a topographic map and have
 HE0240.an estimated accuracy of +/- 6 seconds.
 HE0240
 HE0240.The orthometric height was determined by differential leveling
 HE0240.and adjusted by the National Geodetic Survey in June 1991..
 HE0240
 HE0240.The geoid height was determined by GEOID03.
 HE0240
 HE0240.The dynamic height is computed by dividing the NAVD 88
 HE0240.geopotential number by the normal gravity value computed on the
 HE0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0240.degrees latitude (g = 980.6199 gals.).
 HE0240
 HE0240.The modeled gravity was interpolated from observed gravity values.
 HE0240
 HE0240;                    North         East    Units  Estimated Accuracy
 HE0240;SPC KS S     -   490,240.      736,210.      MT  (+/- 180 meters Scaled)
 HE0240
 HE0240                          SUPERSEDED SURVEY CONTROL
 HE0240
 HE0240  NGVD 29 (??/??/92)  286.144  (m)          938.79   (f) ADJ UNCH    2 0
 HE0240
 HE0240.Superseded values are not recommended for survey control.
 HE0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0240.See file dsdata.txt to determine how the superseded data were derived.
 HE0240
 HE0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB494426(NAD 83)
 HE0240_MARKER: DB = BENCH MARK DISK
 HE0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0240_STAMPING: C 247 1935
 HE0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0240+STABILITY: SURFACE MOTION
 HE0240
 HE0240  HISTORY     - Date     Condition        Report By
 HE0240  HISTORY     - 1935     MONUMENTED       CGS
 HE0240  HISTORY     - 1959     MARK NOT FOUND   USGS
 HE0240
 HE0240                          STATION DESCRIPTION
 HE0240
 HE0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0240'NEAR PITTSBURG.
 HE0240'AT PITTSBURG, CRAWFORD COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HE0240'5-1/2 RAILS EAST OF THE STATION, 17 FEET WEST OF THE ROADMASTERS
 HE0240'BUILDING, AND 37 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.
 HE0240'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 HE0240'STATION AND ROADMASTERS BUILDING ARE GONE, AND THE GROUND HAS
 HE0240'BEEN LEVELED OFF.
 HE0240
 HE0240                          STATION RECOVERY (1959)
 HE0240
 HE0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HE0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0067 ***********************************************************************
 HF0067  DESIGNATION -  C 25
 HF0067  PID         -  HF0067
 HF0067  STATE/COUNTY-  KS/GREENWOOD
 HF0067  USGS QUAD   -  VIRGIL (1969)
 HF0067
 HF0067                         *CURRENT SURVEY CONTROL
 HF0067  ___________________________________________________________________
 HF0067* NAD 83(1986)-  37 58 50.     (N)    096 00 54.     (W)     SCALED    
 HF0067* NAVD 88     -       298.612  (meters)     979.70   (feet)  ADJUSTED  
 HF0067  ___________________________________________________________________
 HF0067  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 HF0067  DYNAMIC HT  -         298.387 (meters)     978.96  (feet)  COMP
 HF0067  MODELED GRAV-     979,868.2   (mgal)                       NAVD 88
 HF0067
 HF0067  VERT ORDER  -  FIRST     CLASS II
 HF0067
 HF0067.The horizontal coordinates were scaled from a topographic map and have
 HF0067.an estimated accuracy of +/- 6 seconds.
 HF0067
 HF0067.The orthometric height was determined by differential leveling
 HF0067.and adjusted by the National Geodetic Survey in June 1991..
 HF0067
 HF0067.The geoid height was determined by GEOID03.
 HF0067
 HF0067.The dynamic height is computed by dividing the NAVD 88
 HF0067.geopotential number by the normal gravity value computed on the
 HF0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0067.degrees latitude (g = 980.6199 gals.).
 HF0067
 HF0067.The modeled gravity was interpolated from observed gravity values.
 HF0067
 HF0067;                    North         East    Units  Estimated Accuracy
 HF0067;SPC KS S     -   548,730.      618,280.      MT  (+/- 180 meters Scaled)
 HF0067
 HF0067                          SUPERSEDED SURVEY CONTROL
 HF0067
 HF0067  NGVD 29 (??/??/92)  298.472  (m)          979.24   (f) ADJ UNCH    1 2
 HF0067
 HF0067.Superseded values are not recommended for survey control.
 HF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0067.See file dsdata.txt to determine how the superseded data were derived.
 HF0067
 HF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH621078(NAD 83)
 HF0067_MARKER: DB = BENCH MARK DISK
 HF0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0067_STAMPING: C 25 1933
 HF0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0067+STABILITY: SURFACE MOTION
 HF0067
 HF0067  HISTORY     - Date     Condition        Report By
 HF0067  HISTORY     - 1933     MONUMENTED       CGS
 HF0067  HISTORY     - 1952     GOOD             NGS
 HF0067
 HF0067                          STATION DESCRIPTION
 HF0067
 HF0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HF0067'AT VIRGIL.
 HF0067'AT VIRGIL, GREENWOOD COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 HF0067'FE RAILWAY, 39 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HF0067'STATION, 77 YARDS SOUTH OF THE CENTER OF THE MAIN STREET-CROSSING,
 HF0067'45.3 FEET EAST OF THE EAST RAIL, AND 2 FEET WEST OF THE RIGHT-OF-WAY
 HF0067'FENCE.  A STANDARD DISK, STAMPED C 25 1933 AND SET IN
 HF0067'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0718 ***********************************************************************
 JE0718  DESIGNATION -  C 252 RESET
 JE0718  PID         -  JE0718
 JE0718  STATE/COUNTY-  KS/MIAMI
 JE0718  USGS QUAD   -  FONTANA (1978)
 JE0718
 JE0718                         *CURRENT SURVEY CONTROL
 JE0718  ___________________________________________________________________
 JE0718* NAD 83(1986)-  38 25 48.     (N)    094 50 37.     (W)     SCALED    
 JE0718* NAVD 88     -       284.704  (meters)     934.07   (feet)  ADJUSTED  
 JE0718  ___________________________________________________________________
 JE0718  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE0718  DYNAMIC HT  -         284.505 (meters)     933.41  (feet)  COMP
 JE0718  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 JE0718
 JE0718  VERT ORDER  -  SECOND    CLASS 0
 JE0718
 JE0718.The horizontal coordinates were scaled from a topographic map and have
 JE0718.an estimated accuracy of +/- 6 seconds.
 JE0718
 JE0718.The orthometric height was determined by differential leveling
 JE0718.and adjusted by the National Geodetic Survey in June 1991..
 JE0718
 JE0718.The geoid height was determined by GEOID03.
 JE0718
 JE0718.The dynamic height is computed by dividing the NAVD 88
 JE0718.geopotential number by the normal gravity value computed on the
 JE0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0718.degrees latitude (g = 980.6199 gals.).
 JE0718
 JE0718.The modeled gravity was interpolated from observed gravity values.
 JE0718
 JE0718;                    North         East    Units  Estimated Accuracy
 JE0718;SPC KS S     -   601,970.      719,180.      MT  (+/- 180 meters Scaled)
 JE0718
 JE0718                          SUPERSEDED SURVEY CONTROL
 JE0718
 JE0718  NGVD 29 (??/??/92)  284.548  (m)          933.55   (f) ADJ UNCH    2 0
 JE0718
 JE0718.Superseded values are not recommended for survey control.
 JE0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0718.See file dsdata.txt to determine how the superseded data were derived.
 JE0718
 JE0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC390551(NAD 83)
 JE0718_MARKER: DB = BENCH MARK DISK
 JE0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0718_STAMPING: C 252 RESET 1949
 JE0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0718+STABILITY: SURFACE MOTION
 JE0718
 JE0718  HISTORY     - Date     Condition        Report By
 JE0718  HISTORY     - 1949     MONUMENTED       CGS
 JE0718
 JE0718                          STATION DESCRIPTION
 JE0718
 JE0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JE0718'0.7 MI NW FROM FONTANA.
 JE0718'0.7 MILE NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILROAD
 JE0718'FROM THE RAILROAD STATION AT FONTANA, AT THE ENTRANCE TO THE
 JE0718'FONTANA CEMETERY, 1 POLE SOUTHEAST OF MILE POST 53-40, 89.0 FEET
 JE0718'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 25.0 FEET
 JE0718'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 14.0 FEET SOUTHEAST
 JE0718'OF THE CENTER OF THE CEMETERY GATE, AND SET IN THE TOP OF A
 JE0718'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0312 ***********************************************************************
 HE0312  DESIGNATION -  C 253
 HE0312  PID         -  HE0312
 HE0312  STATE/COUNTY-  KS/CRAWFORD
 HE0312  USGS QUAD   -  GIRARD (1964)
 HE0312
 HE0312                         *CURRENT SURVEY CONTROL
 HE0312  ___________________________________________________________________
 HE0312* NAD 83(1986)-  37 30 38.     (N)    094 50 30.     (W)     SCALED    
 HE0312* NAVD 88     -       303.497  (meters)     995.72   (feet)  ADJUSTED  
 HE0312  ___________________________________________________________________
 HE0312  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HE0312  DYNAMIC HT  -         303.259 (meters)     994.94  (feet)  COMP
 HE0312  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 HE0312
 HE0312  VERT ORDER  -  SECOND    CLASS 0
 HE0312
 HE0312.The horizontal coordinates were scaled from a topographic map and have
 HE0312.an estimated accuracy of +/- 6 seconds.
 HE0312
 HE0312.The orthometric height was determined by differential leveling
 HE0312.and adjusted by the National Geodetic Survey in June 1991..
 HE0312
 HE0312.The geoid height was determined by GEOID03.
 HE0312
 HE0312.The dynamic height is computed by dividing the NAVD 88
 HE0312.geopotential number by the normal gravity value computed on the
 HE0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0312.degrees latitude (g = 980.6199 gals.).
 HE0312
 HE0312.The modeled gravity was interpolated from observed gravity values.
 HE0312
 HE0312;                    North         East    Units  Estimated Accuracy
 HE0312;SPC KS S     -   500,000.      723,350.      MT  (+/- 180 meters Scaled)
 HE0312
 HE0312                          SUPERSEDED SURVEY CONTROL
 HE0312
 HE0312  NGVD 29 (??/??/92)  303.375  (m)          995.32   (f) ADJ UNCH    2 0
 HE0312
 HE0312.Superseded values are not recommended for survey control.
 HE0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0312.See file dsdata.txt to determine how the superseded data were derived.
 HE0312
 HE0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB372531(NAD 83)
 HE0312_MARKER: DB = BENCH MARK DISK
 HE0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0312_STAMPING: C 253 1934
 HE0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0312+STABILITY: SURFACE MOTION
 HE0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0312+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 HE0312
 HE0312  HISTORY     - Date     Condition        Report By
 HE0312  HISTORY     - 1934     MONUMENTED       CGS
 HE0312  HISTORY     - 20050803 GOOD             GEOCAC
 HE0312
 HE0312                          STATION DESCRIPTION
 HE0312
 HE0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0312'AT GIRARD.
 HE0312'AT GIRARD, CRAWFORD COUNTY, IN THE NORTHEAST CORNER OF THE
 HE0312'COUNTY COURTHOUSE YARD, 18 INCHES WEST OF THE NORTH-AND-SOUTH
 HE0312'CONCRETE CURB, AND 10 FEET SOUTH OF THE EAST-AND-WEST CONCRETE
 HE0312'CURB.  A STANDARD DISK, STAMPED C 253 1934 AND SET IN THE TOP
 HE0312'OF A CONCRETE POST.
 HE0312
 HE0312                          STATION RECOVERY (2005)
 HE0312
 HE0312'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE0312'THE MARK PROJECTS ABOUT 6 INCHES ABOVE THE SIDEWALK AND IS SCRAPED BY
 HE0312'VEHICLE UNDERCARRIAGES.  THE DESIGNATION STAMPING NOT LEGIBLE, BUT THE
 HE0312'+ IS VISIBLE.  MARK APPEARS STABLE.
 HE0312' 
 HE0312'N37 30.644 W94 50.515
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0655 ***********************************************************************
 KE0655  DESIGNATION -  C 256
 KE0655  PID         -  KE0655
 KE0655  STATE/COUNTY-  KS/JEFFERSON
 KE0655  USGS QUAD   -  OSKALOOSA (1974)
 KE0655
 KE0655                         *CURRENT SURVEY CONTROL
 KE0655  ___________________________________________________________________
 KE0655* NAD 83(1986)-  39 12 05.     (N)    095 15 50.     (W)     SCALED    
 KE0655* NAVD 88     -       324.663  (meters)    1065.17   (feet)  ADJUSTED  
 KE0655  ___________________________________________________________________
 KE0655  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KE0655  DYNAMIC HT  -         324.452 (meters)    1064.47  (feet)  COMP
 KE0655  MODELED GRAV-     979,967.5   (mgal)                       NAVD 88
 KE0655
 KE0655  VERT ORDER  -  SECOND    CLASS 0
 KE0655
 KE0655.The horizontal coordinates were scaled from a topographic map and have
 KE0655.an estimated accuracy of +/- 6 seconds.
 KE0655
 KE0655.The orthometric height was determined by differential leveling
 KE0655.and adjusted by the National Geodetic Survey in June 1991..
 KE0655
 KE0655.The geoid height was determined by GEOID03.
 KE0655
 KE0655.The dynamic height is computed by dividing the NAVD 88
 KE0655.geopotential number by the normal gravity value computed on the
 KE0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0655.degrees latitude (g = 980.6199 gals.).
 KE0655
 KE0655.The modeled gravity was interpolated from observed gravity values.
 KE0655
 KE0655;                    North         East    Units  Estimated Accuracy
 KE0655;SPC KS N     -    99,930.      636,300.      MT  (+/- 180 meters Scaled)
 KE0655
 KE0655                          SUPERSEDED SURVEY CONTROL
 KE0655
 KE0655  NGVD 29 (??/??/92)  324.579  (m)         1064.89   (f) ADJ UNCH    2 0
 KE0655
 KE0655.Superseded values are not recommended for survey control.
 KE0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0655.See file dsdata.txt to determine how the superseded data were derived.
 KE0655
 KE0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD045415(NAD 83)
 KE0655_MARKER: DB = BENCH MARK DISK
 KE0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0655_SP_SET: CULVERT
 KE0655_STAMPING: C 256 1938
 KE0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0655
 KE0655  HISTORY     - Date     Condition        Report By
 KE0655  HISTORY     - 1938     MONUMENTED       CGS
 KE0655  HISTORY     - 1950     GOOD             NGS
 KE0655  HISTORY     - 1965     GOOD             USGS
 KE0655
 KE0655                          STATION DESCRIPTION
 KE0655
 KE0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0655'3.2 MI W FROM MC LOUTH.
 KE0655'3.2 MILES WEST ALONG STATE HIGHWAYS 16 AND 92 FROM THE HIGH
 KE0655'SCHOOL AT MC LOUTH, JEFFERSON COUNTY, AT A GULLY BETWEEN TWO
 KE0655'HILLS, IN THE TOP OF THE NORTHEAST CONCRETE WING WALL OF A
 KE0655'LARGE CONCRETE-BOX CULVERT, 15.5 FEET NORTH OF THE CENTERLINE
 KE0655'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KE0655'STAMPED C 256 1938.
 KE0655
 KE0655                          STATION RECOVERY (1965)
 KE0655
 KE0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KE0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0676 ***********************************************************************
 KE0676  DESIGNATION -  C 257
 KE0676  PID         -  KE0676
 KE0676  STATE/COUNTY-  KS/JEFFERSON
 KE0676  USGS QUAD   -  VALLEY FALLS (1979)
 KE0676
 KE0676                         *CURRENT SURVEY CONTROL
 KE0676  ___________________________________________________________________
 KE0676* NAD 83(1986)-  39 20 25.     (N)    095 25 23.     (W)     SCALED    
 KE0676* NAVD 88     -       298.594  (meters)     979.64   (feet)  ADJUSTED  
 KE0676  ___________________________________________________________________
 KE0676  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KE0676  DYNAMIC HT  -         298.406 (meters)     979.02  (feet)  COMP
 KE0676  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 KE0676
 KE0676  VERT ORDER  -  SECOND    CLASS 0
 KE0676
 KE0676.The horizontal coordinates were scaled from a topographic map and have
 KE0676.an estimated accuracy of +/- 6 seconds.
 KE0676
 KE0676.The orthometric height was determined by differential leveling
 KE0676.and adjusted by the National Geodetic Survey in June 1991..
 KE0676
 KE0676.The geoid height was determined by GEOID03.
 KE0676
 KE0676.The dynamic height is computed by dividing the NAVD 88
 KE0676.geopotential number by the normal gravity value computed on the
 KE0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0676.degrees latitude (g = 980.6199 gals.).
 KE0676
 KE0676.The modeled gravity was interpolated from observed gravity values.
 KE0676
 KE0676;                    North         East    Units  Estimated Accuracy
 KE0676;SPC KS N     -   114,940.      622,120.      MT  (+/- 180 meters Scaled)
 KE0676
 KE0676                          SUPERSEDED SURVEY CONTROL
 KE0676
 KE0676  NGVD 29 (??/??/92)  298.494  (m)          979.31   (f) ADJ UNCH    2 0
 KE0676
 KE0676.Superseded values are not recommended for survey control.
 KE0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0676.See file dsdata.txt to determine how the superseded data were derived.
 KE0676
 KE0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD911573(NAD 83)
 KE0676_MARKER: DB = BENCH MARK DISK
 KE0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0676_SP_SET: CULVERT
 KE0676_STAMPING: C 257 1938
 KE0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0676
 KE0676  HISTORY     - Date     Condition        Report By
 KE0676  HISTORY     - 1938     MONUMENTED       CGS
 KE0676  HISTORY     - 1950     GOOD             NGS
 KE0676
 KE0676                          STATION DESCRIPTION
 KE0676
 KE0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0676'1.8 MI E FROM VALLEY FALLS.
 KE0676'1.8 MILES EAST ALONG STATE HIGHWAYS 4 AND 16 FROM THE CROSSING
 KE0676'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY AT VALLEY FALLS,
 KE0676'JEFFERSON COUNTY, 30 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 KE0676'OF A GRAVEL ROAD LEADING EAST, 24 FEET NORTH OF THE CENTERLINE
 KE0676'OF THE HIGHWAY, 14 FEET WEST OF THE CENTERLINE OF THE ROAD, IN
 KE0676'THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE
 KE0676'PIPE CULVERT, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 KE0676'DISK, STAMPED C 257 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0624 ***********************************************************************
 JG0624  DESIGNATION -  C 258
 JG0624  PID         -  JG0624
 JG0624  STATE/COUNTY-  KS/NESS
 JG0624  USGS QUAD   -  RANSOM SW (1966)
 JG0624
 JG0624                         *CURRENT SURVEY CONTROL
 JG0624  ___________________________________________________________________
 JG0624* NAD 83(1986)-  38 35 37.     (N)    099 55 05.     (W)     SCALED    
 JG0624* NAVD 88     -       748.532  (meters)    2455.81   (feet)  ADJUSTED  
 JG0624  ___________________________________________________________________
 JG0624  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 JG0624  DYNAMIC HT  -         747.937 (meters)    2453.86  (feet)  COMP
 JG0624  MODELED GRAV-     979,807.5   (mgal)                       NAVD 88
 JG0624
 JG0624  VERT ORDER  -  SECOND    CLASS 0
 JG0624
 JG0624.The horizontal coordinates were scaled from a topographic map and have
 JG0624.an estimated accuracy of +/- 6 seconds.
 JG0624
 JG0624.The orthometric height was determined by differential leveling
 JG0624.and adjusted by the National Geodetic Survey in June 1991..
 JG0624
 JG0624.The geoid height was determined by GEOID03.
 JG0624
 JG0624.The dynamic height is computed by dividing the NAVD 88
 JG0624.geopotential number by the normal gravity value computed on the
 JG0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0624.degrees latitude (g = 980.6199 gals.).
 JG0624
 JG0624.The modeled gravity was interpolated from observed gravity values.
 JG0624
 JG0624;                    North         East    Units  Estimated Accuracy
 JG0624;SPC KS S     -   614,810.      276,460.      MT  (+/- 180 meters Scaled)
 JG0624
 JG0624                          SUPERSEDED SURVEY CONTROL
 JG0624
 JG0624  NGVD 29 (??/??/92)  748.237  (m)         2454.84   (f) ADJ UNCH    2 0
 JG0624
 JG0624.Superseded values are not recommended for survey control.
 JG0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0624.See file dsdata.txt to determine how the superseded data were derived.
 JG0624
 JG0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH200720(NAD 83)
 JG0624_MARKER: DB = BENCH MARK DISK
 JG0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0624_SP_SET: CULVERT
 JG0624_STAMPING: C 258 1938
 JG0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0624
 JG0624  HISTORY     - Date     Condition        Report By
 JG0624  HISTORY     - 1938     MONUMENTED       CGS
 JG0624  HISTORY     - 1942     GOOD             NGS
 JG0624
 JG0624                          STATION DESCRIPTION
 JG0624
 JG0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JG0624'3.8 MI S FROM RANSOM.
 JG0624'3.8 MILES SOUTH BY HIGHWAY.  FROM RED BRICK SCHOOL, AT
 JG0624'INTERSECTION OF COUNTY ROAD AND SECTION ROAD.  SET IN CONCRETE
 JG0624'ROAD CULVERT.  IN TOP OF WEST POST OF SOUTH HEADWALL GUARD RAIL.
 JG0624'120 FT. EAST OF CENTER-LINE OF COUNTY ROAD.  12 FT. SOUTH
 JG0624'OF CENTER-LINE OF SECTION ROAD.  3.5 FT. ABOVE ROAD LEVEL
 JG0624'SET HORIZONTALLY.
 JG0624
 JG0624                          STATION RECOVERY (1942)
 JG0624
 JG0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JG0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0258 ***********************************************************************
 KE0258  DESIGNATION -  C 259
 KE0258  PID         -  KE0258
 KE0258  STATE/COUNTY-  KS/WYANDOTTE
 KE0258  USGS QUAD   -  SHAWNEE (1991)
 KE0258
 KE0258                         *CURRENT SURVEY CONTROL
 KE0258  ___________________________________________________________________
 KE0258* NAD 83(1986)-  39 04 21.     (N)    094 38 24.     (W)     SCALED    
 KE0258* NAVD 88     -       232.985  (meters)     764.38   (feet)  ADJUSTED  
 KE0258  ___________________________________________________________________
 KE0258  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KE0258  DYNAMIC HT  -         232.833 (meters)     763.89  (feet)  COMP
 KE0258  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 KE0258
 KE0258  VERT ORDER  -  SECOND    CLASS 0
 KE0258
 KE0258.The horizontal coordinates were scaled from a topographic map and have
 KE0258.an estimated accuracy of +/- 6 seconds.
 KE0258
 KE0258.The orthometric height was determined by differential leveling
 KE0258.and adjusted by the National Geodetic Survey in June 1991..
 KE0258
 KE0258.The geoid height was determined by GEOID03.
 KE0258
 KE0258.The dynamic height is computed by dividing the NAVD 88
 KE0258.geopotential number by the normal gravity value computed on the
 KE0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0258.degrees latitude (g = 980.6199 gals.).
 KE0258
 KE0258.The modeled gravity was interpolated from observed gravity values.
 KE0258
 KE0258;                    North         East    Units  Estimated Accuracy
 KE0258;SPC KS N     -    87,450.      690,690.      MT  (+/- 180 meters Scaled)
 KE0258
 KE0258                          SUPERSEDED SURVEY CONTROL
 KE0258
 KE0258  NGVD 29 (??/??/92)  232.890  (m)          764.07   (f) ADJ UNCH    2 0
 KE0258
 KE0258.Superseded values are not recommended for survey control.
 KE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0258.See file dsdata.txt to determine how the superseded data were derived.
 KE0258
 KE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD581261(NAD 83)
 KE0258_MARKER: DB = BENCH MARK DISK
 KE0258_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0258_SP_SET: PIER BASE
 KE0258_STAMPING: C 259 1940
 KE0258_MARK LOGO: CGS   
 KE0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0258
 KE0258  HISTORY     - Date     Condition        Report By
 KE0258  HISTORY     - 1940     MONUMENTED       CGS
 KE0258  HISTORY     - 1951     GOOD             NGS
 KE0258  HISTORY     - 1964     MARK NOT FOUND   USGS
 KE0258  HISTORY     - 1986     GOOD             NGS
 KE0258
 KE0258                          STATION DESCRIPTION
 KE0258
 KE0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0258'AT KANSAS CITY.
 KE0258'AT KANSAS CITY, WYANDOTTE COUNTY, ON THE SOUTH BANK OF KANSAS
 KE0258'RIVER, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, UNDER THE
 KE0258'TWELFTH STREET BRIDGE, IN THE CENTER OF THE TOP OF THE CONCRETE
 KE0258'PIER-FOOTING, 7 FEET WEST OF THE EAST PIER, 6 INCHES SOUTH
 KE0258'OF THE CONCRETE WALL CONNECTING THE TWO PIERS, AND 16.3 FEET
 KE0258'NORTH OF THE CENTERLINE OF A SIDE TRACK.  A STANDARD DISK,
 KE0258'STAMPED C 259 1940.
 KE0258
 KE0258                          STATION RECOVERY (1964)
 KE0258
 KE0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KE0258'MARK NOT FOUND.
 KE0258
 KE0258                          STATION RECOVERY (1986)
 KE0258
 KE0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0481 ***********************************************************************
 HE0481  DESIGNATION -  C 26
 HE0481  PID         -  HE0481
 HE0481  STATE/COUNTY-  KS/MONTGOMERY
 HE0481  USGS QUAD   -  INDEPENDENCE (1979)
 HE0481
 HE0481                         *CURRENT SURVEY CONTROL
 HE0481  ___________________________________________________________________
 HE0481* NAD 83(1986)-  37 14 11.     (N)    095 43 26.     (W)     SCALED    
 HE0481* NAVD 88     -       245.820  (meters)     806.49   (feet)  ADJUSTED  
 HE0481  ___________________________________________________________________
 HE0481  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 HE0481  DYNAMIC HT  -         245.624 (meters)     805.85  (feet)  COMP
 HE0481  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 HE0481
 HE0481  VERT ORDER  -  FIRST     CLASS II
 HE0481
 HE0481.The horizontal coordinates were scaled from a topographic map and have
 HE0481.an estimated accuracy of +/- 6 seconds.
 HE0481
 HE0481.The orthometric height was determined by differential leveling
 HE0481.and adjusted by the National Geodetic Survey in June 1991..
 HE0481
 HE0481.The geoid height was determined by GEOID03.
 HE0481
 HE0481.The dynamic height is computed by dividing the NAVD 88
 HE0481.geopotential number by the normal gravity value computed on the
 HE0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0481.degrees latitude (g = 980.6199 gals.).
 HE0481
 HE0481.The modeled gravity was interpolated from observed gravity values.
 HE0481
 HE0481;                    North         East    Units  Estimated Accuracy
 HE0481;SPC KS S     -   466,900.      646,300.      MT  (+/- 180 meters Scaled)
 HE0481
 HE0481                          SUPERSEDED SURVEY CONTROL
 HE0481
 HE0481  NGVD 29 (??/??/92)  245.678  (m)          806.03   (f) ADJ UNCH    1 2
 HE0481
 HE0481.Superseded values are not recommended for survey control.
 HE0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0481.See file dsdata.txt to determine how the superseded data were derived.
 HE0481
 HE0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB583245(NAD 83)
 HE0481_MARKER: DB = BENCH MARK DISK
 HE0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0481_STAMPING: C 26 1933
 HE0481_MARK LOGO: CGS   
 HE0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0481+STABILITY: SURFACE MOTION
 HE0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0481+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1997
 HE0481
 HE0481  HISTORY     - Date     Condition        Report By
 HE0481  HISTORY     - 1933     MONUMENTED       CGS
 HE0481  HISTORY     - 1964     GOOD             NGS
 HE0481  HISTORY     - 19971031 GOOD             NGS
 HE0481
 HE0481                          STATION DESCRIPTION
 HE0481
 HE0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0481'0.9 MI N FROM INDEPENDENCE.
 HE0481'0.9 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0481'STATION AT INDEPENDENCE, MONTGOMERY COUNTY, 55 PACES NORTH OF
 HE0481'MILEAGE POST 448.3, AT A ROAD CROSSING, 43.5 FEET EAST OF THE
 HE0481'EAST RAIL, 35 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2
 HE0481'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 HE0481'C 26 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HE0481'INCHES ABOVE GROUND.  NOTE-- THE BENCH MARK IS 7.0 FEET NORTH
 HE0481'OF EAST-WEST POWER LINE POLE 59 AND PROJECTS ABOUT 4 INCHES.
 HE0481
 HE0481                          STATION RECOVERY (1964)
 HE0481
 HE0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0481'RECOVERED IN GOOD CONDITION.
 HE0481
 HE0481                          STATION RECOVERY (1997)
 HE0481
 HE0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HE0481'IN INDEPENDENCE, AT THE INTERSECTION OF OAK STREET AND THE UNION
 HE0481'PACIFIC RAILROAD, 13.3 M (43.6 FT) EAST OF THE NEAR RAIL, 10.9 M (35.8
 HE0481'FT) NORTH OF THE STREET CENTERLINE, 7.8 M (25.6 FT) WEST OF THE CENTER
 HE0481'OF A DRIVEWAY, 6.9 M (22.6 FT) SOUTHEAST OF THE CENTER OF A MANHOLE
 HE0481'COVER, 2.7 M (8.9 FT) NORTHWEST OF UTILITY POLE NUMBER TS-1866 5KW
 HE0481'WITH A GUY CABLE AND A TRANSFORMER, 0.7 M (2.3 FT) NORTHWEST OF A TWIN
 HE0481'TRUNK TREE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT)
 HE0481'ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT PROJECTS 0.05 M (0.16
 HE0481'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1000 ***********************************************************************
 JE1000  DESIGNATION -  C 260
 JE1000  PID         -  JE1000
 JE1000  STATE/COUNTY-  KS/FRANKLIN
 JE1000  USGS QUAD   -  PEORIA (1983)
 JE1000
 JE1000                         *CURRENT SURVEY CONTROL
 JE1000  ___________________________________________________________________
 JE1000* NAD 83(1986)-  38 33 50.     (N)    095 08 31.     (W)     SCALED    
 JE1000* NAVD 88     -       268.071  (meters)     879.50   (feet)  ADJUSTED  
 JE1000  ___________________________________________________________________
 JE1000  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE1000  DYNAMIC HT  -         267.883 (meters)     878.88  (feet)  COMP
 JE1000  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 JE1000
 JE1000  VERT ORDER  -  SECOND    CLASS 0
 JE1000
 JE1000.The horizontal coordinates were scaled from a topographic map and have
 JE1000.an estimated accuracy of +/- 6 seconds.
 JE1000
 JE1000.The orthometric height was determined by differential leveling
 JE1000.and adjusted by the National Geodetic Survey in June 1991..
 JE1000
 JE1000.The geoid height was determined by GEOID03.
 JE1000
 JE1000.The dynamic height is computed by dividing the NAVD 88
 JE1000.geopotential number by the normal gravity value computed on the
 JE1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1000.degrees latitude (g = 980.6199 gals.).
 JE1000
 JE1000.The modeled gravity was interpolated from observed gravity values.
 JE1000
 JE1000;                    North         East    Units  Estimated Accuracy
 JE1000;SPC KS S     -   615,840.      692,610.      MT  (+/- 180 meters Scaled)
 JE1000
 JE1000                          SUPERSEDED SURVEY CONTROL
 JE1000
 JE1000  NGVD 29 (??/??/92)  267.942  (m)          879.07   (f) ADJ UNCH    2 0
 JE1000
 JE1000.Superseded values are not recommended for survey control.
 JE1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1000.See file dsdata.txt to determine how the superseded data were derived.
 JE1000
 JE1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC133705(NAD 83)
 JE1000_MARKER: DB = BENCH MARK DISK
 JE1000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1000_SP_SET: SEMAPHORE BASE
 JE1000_STAMPING: C 260 1940
 JE1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1000
 JE1000  HISTORY     - Date     Condition        Report By
 JE1000  HISTORY     - 1940     MONUMENTED       CGS
 JE1000  HISTORY     - 1961     MARK NOT FOUND   NGS
 JE1000
 JE1000                          STATION DESCRIPTION
 JE1000
 JE1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JE1000'2.8 MI NW FROM RANTOUL.
 JE1000'2.8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE1000'THE STATION AT RANTOUL, FRANKLIN COUNTY, AT SEMAPHORE 3459,
 JE1000'IN THE SOUTH SIDE OF THE CONCRETE BASE, 9.7 FEET NORTH OF THE
 JE1000'CENTERLINE OF THE TRACK, AND 1 FOOT ABOVE THE TOP OF THE RAIL.
 JE1000'A STANDARD DISK, STAMPED C 260 1940 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1020 ***********************************************************************
 JE1020  DESIGNATION -  C 261
 JE1020  PID         -  JE1020
 JE1020  STATE/COUNTY-  KS/DOUGLAS
 JE1020  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1020
 JE1020                         *CURRENT SURVEY CONTROL
 JE1020  ___________________________________________________________________
 JE1020* NAD 83(1986)-  38 56 59.     (N)    095 10 36.     (W)     SCALED    
 JE1020* NAVD 88     -       247.585  (meters)     812.29   (feet)  ADJUSTED  
 JE1020  ___________________________________________________________________
 JE1020  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JE1020  DYNAMIC HT  -         247.423 (meters)     811.75  (feet)  COMP
 JE1020  MODELED GRAV-     979,966.4   (mgal)                       NAVD 88
 JE1020
 JE1020  VERT ORDER  -  SECOND    CLASS 0
 JE1020
 JE1020.The horizontal coordinates were scaled from a topographic map and have
 JE1020.an estimated accuracy of +/- 6 seconds.
 JE1020
 JE1020.The orthometric height was determined by differential leveling
 JE1020.and adjusted by the National Geodetic Survey in June 1991..
 JE1020
 JE1020.The geoid height was determined by GEOID03.
 JE1020
 JE1020.The dynamic height is computed by dividing the NAVD 88
 JE1020.geopotential number by the normal gravity value computed on the
 JE1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1020.degrees latitude (g = 980.6199 gals.).
 JE1020
 JE1020.The modeled gravity was interpolated from observed gravity values.
 JE1020
 JE1020;                    North         East    Units  Estimated Accuracy
 JE1020;SPC KS N     -    72,240.      644,700.      MT  (+/- 180 meters Scaled)
 JE1020
 JE1020                          SUPERSEDED SURVEY CONTROL
 JE1020
 JE1020  NGVD 29 (??/??/92)  247.500  (m)          812.01   (f) ADJ UNCH    2 0
 JE1020
 JE1020.Superseded values are not recommended for survey control.
 JE1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1020.See file dsdata.txt to determine how the superseded data were derived.
 JE1020
 JE1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD113134(NAD 83)
 JE1020_MARKER: DB = BENCH MARK DISK
 JE1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1020_STAMPING: C 261 1940
 JE1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1020+STABILITY: SURFACE MOTION
 JE1020
 JE1020  HISTORY     - Date     Condition        Report By
 JE1020  HISTORY     - 1940     MONUMENTED       CGS
 JE1020  HISTORY     - 1951     GOOD             NGS
 JE1020  HISTORY     - 1974     GOOD             KSWRB
 JE1020  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE1020
 JE1020                          STATION DESCRIPTION
 JE1020
 JE1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1020'3.2 MI E FROM LAWRENCE.
 JE1020'3.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1020'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, AT NORTH SIDING,
 JE1020'91.6 FEET SOUTH ACROSS THE TRACK FROM THE EIGHTH POLE WEST OF
 JE1020'MILEPOST 23, 85 FEET SOUTHEAST OF THE EAST SIDE OF THE RAILROAD
 JE1020'WAITING STATION, AT A GRAVEL-ROAD CROSSING 59 FEET SOUTHWEST
 JE1020'OF THE CENTER OF THE CROSSING, 50 FEET SOUTH OF THE CENTERLINE
 JE1020'OF THE MAIN TRACK, 35.5 FEET WEST OF THE CENTERLINE OF THE
 JE1020'GRAVEL ROAD, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 JE1020'1.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JE1020'STAMPED C 261 1940 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JE1020'WITH THE GROUND.
 JE1020
 JE1020                          STATION RECOVERY (1974)
 JE1020
 JE1020'RECOVERY NOTE BY KANSAS WATER RESOURCES BOARD 1974
 JE1020'RECOVERED IN GOOD CONDITION.
 JE1020
 JE1020                          STATION RECOVERY (1986)
 JE1020
 JE1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2091 ***********************************************************************
 JE2091  DESIGNATION -  C 261 RESET
 JE2091  PID         -  JE2091
 JE2091  STATE/COUNTY-  KS/DOUGLAS
 JE2091  USGS QUAD   -  LAWRENCE EAST (1978)
 JE2091
 JE2091                         *CURRENT SURVEY CONTROL
 JE2091  ___________________________________________________________________
 JE2091* NAD 83(1986)-  38 56 59.     (N)    095 10 36.     (W)     SCALED    
 JE2091* NAVD 88     -       247.63   (meters)     812.4    (feet)  RESET     
 JE2091  ___________________________________________________________________
 JE2091  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JE2091
 JE2091  VERT ORDER  -  THIRD
 JE2091
 JE2091.The horizontal coordinates were scaled from a topographic map and have
 JE2091.an estimated accuracy of +/- 6 seconds.
 JE2091
 JE2091.The orthometric height was computed from unverified reset data.
 JE2091
 JE2091.The geoid height was determined by GEOID03.
 JE2091
 JE2091;                    North         East    Units  Estimated Accuracy
 JE2091;SPC KS N     -    72,240.      644,700.      MT  (+/- 180 meters Scaled)
 JE2091
 JE2091                          SUPERSEDED SURVEY CONTROL
 JE2091
 JE2091  NGVD 29 (03/09/04)  247.54   (m)          812.1    (f) RESET       3  
 JE2091
 JE2091.Superseded values are not recommended for survey control.
 JE2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2091.See file dsdata.txt to determine how the superseded data were derived.
 JE2091
 JE2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD113134(NAD 83)
 JE2091_MARKER: DV = VERTICAL CONTROL DISK
 JE2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2091_SP_SET: CONCRETE POST
 JE2091_STAMPING: C 261 RESET 1987
 JE2091_MARK LOGO: CGS   
 JE2091_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2091+STABILITY: SURFACE MOTION
 JE2091
 JE2091  HISTORY     - Date     Condition        Report By
 JE2091  HISTORY     - 1987     MONUMENTED       LOCENG
 JE2091
 JE2091                          STATION DESCRIPTION
 JE2091
 JE2091'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 JE2091'3.2 MILES EAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD FROM
 JE2091'THE STATION IN LAWRENCE, AT NORTH SIDING, SOUTHWEST
 JE2091'73 FEET FROM CENTERLINE OF ROAD AND TRACKS, 50 FEET SOUTH OF THE
 JE2091'CENTERLINE OF MAIN TRACK, 59.5 FEET WEST OF CENTERLINE OF TOWNSHIP
 JE2091'ROAD, 3 FEET WEST TO WITNESS POST, 1.2 FEET NORTH OF RIGHT-OF-WAY
 JE2091'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0796 ***********************************************************************
 KE0796  DESIGNATION -  C 262
 KE0796  PID         -  KE0796
 KE0796  STATE/COUNTY-  KS/SHAWNEE
 KE0796  USGS QUAD   -  ROSSVILLE (1982)
 KE0796
 KE0796                         *CURRENT SURVEY CONTROL
 KE0796  ___________________________________________________________________
 KE0796* NAD 83(1986)-  39 08 10.     (N)    095 57 07.     (W)     SCALED    
 KE0796* NAVD 88     -       283.705  (meters)     930.79   (feet)  ADJUSTED  
 KE0796  ___________________________________________________________________
 KE0796  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 KE0796  DYNAMIC HT  -         283.523 (meters)     930.19  (feet)  COMP
 KE0796  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 KE0796
 KE0796  VERT ORDER  -  FIRST     CLASS II
 KE0796
 KE0796.The horizontal coordinates were scaled from a topographic map and have
 KE0796.an estimated accuracy of +/- 6 seconds.
 KE0796
 KE0796.The orthometric height was determined by differential leveling
 KE0796.and adjusted by the National Geodetic Survey in June 1991..
 KE0796
 KE0796.The geoid height was determined by GEOID03.
 KE0796
 KE0796.The dynamic height is computed by dividing the NAVD 88
 KE0796.geopotential number by the normal gravity value computed on the
 KE0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0796.degrees latitude (g = 980.6199 gals.).
 KE0796
 KE0796.The modeled gravity was interpolated from observed gravity values.
 KE0796
 KE0796;                    North         East    Units  Estimated Accuracy
 KE0796;SPC KS N     -    91,120.      577,050.      MT  (+/- 180 meters Scaled)
 KE0796
 KE0796                          SUPERSEDED SURVEY CONTROL
 KE0796
 KE0796  NGVD 29 (??/??/92)  283.628  (m)          930.54   (f) ADJ UNCH    1 2
 KE0796
 KE0796.Superseded values are not recommended for survey control.
 KE0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0796.See file dsdata.txt to determine how the superseded data were derived.
 KE0796
 KE0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD448360(NAD 83)
 KE0796_MARKER: DB = BENCH MARK DISK
 KE0796_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0796_SP_SET: WATER TANK LEG BASE
 KE0796_STAMPING: C 262 1940
 KE0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0796
 KE0796  HISTORY     - Date     Condition        Report By
 KE0796  HISTORY     - 1940     MONUMENTED       CGS
 KE0796  HISTORY     - 1970     MARK NOT FOUND   NGS
 KE0796
 KE0796                          STATION DESCRIPTION
 KE0796
 KE0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KE0796'AT ROSSVILLE.
 KE0796'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE UNION PACIFIC
 KE0796'RAILROAD, 65 YARDS NORTHWEST OF NORTHWEST END OF RAILROAD
 KE0796'STATION, 33 FEET NORTHEAST OF CENTER LINE OF MAIN TRACK, IN
 KE0796'THE SOUTHWEST SIDE OF CONCRETE BASE FOR THE FOUR CENTER STEEL
 KE0796'LEGS OF THE WATER TANK, SPACE BETWEEN THE FOUR LEGS IS BOARDED
 KE0796'UP FORMING A ROOM, SET FLUSH AND HORIZONTALLY IN TOP, NEAR
 KE0796'CENTER OF SOUTHWEST EDGE OF THE BASE.  NO 4 X 4 INCH WOODEN
 KE0796'POST SET--WATER TANK SERVES AS LANDMARK.  RECOVERED AS DESCRIBED
 KE0796
 KE0796                          STATION RECOVERY (1970)
 KE0796
 KE0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KE0796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0100 ***********************************************************************
 KF0100  DESIGNATION -  C 263
 KF0100  PID         -  KF0100
 KF0100  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0100  USGS QUAD   -  ST GEORGE (1978)
 KF0100
 KF0100                         *CURRENT SURVEY CONTROL
 KF0100  ___________________________________________________________________
 KF0100* NAD 83(1986)-  39 11 04.     (N)    096 24 29.     (W)     SCALED    
 KF0100* NAVD 88     -       301.661  (meters)     989.70   (feet)  ADJUSTED  
 KF0100  ___________________________________________________________________
 KF0100  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 KF0100  DYNAMIC HT  -         301.463 (meters)     989.05  (feet)  COMP
 KF0100  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 KF0100
 KF0100  VERT ORDER  -  FIRST     CLASS II
 KF0100
 KF0100.The horizontal coordinates were scaled from a topographic map and have
 KF0100.an estimated accuracy of +/- 6 seconds.
 KF0100
 KF0100.The orthometric height was determined by differential leveling
 KF0100.and adjusted by the National Geodetic Survey in June 1991..
 KF0100
 KF0100.The geoid height was determined by GEOID03.
 KF0100
 KF0100.The dynamic height is computed by dividing the NAVD 88
 KF0100.geopotential number by the normal gravity value computed on the
 KF0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0100.degrees latitude (g = 980.6199 gals.).
 KF0100
 KF0100.The modeled gravity was interpolated from observed gravity values.
 KF0100
 KF0100;                    North         East    Units  Estimated Accuracy
 KF0100;SPC KS N     -    95,690.      537,530.      MT  (+/- 180 meters Scaled)
 KF0100
 KF0100                          SUPERSEDED SURVEY CONTROL
 KF0100
 KF0100  NGVD 29 (??/??/92)  301.543  (m)          989.31   (f) ADJ UNCH    1 2
 KF0100
 KF0100.Superseded values are not recommended for survey control.
 KF0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0100.See file dsdata.txt to determine how the superseded data were derived.
 KF0100
 KF0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ238404(NAD 83)
 KF0100_MARKER: DB = BENCH MARK DISK
 KF0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0100_SP_SET: ABUTMENT
 KF0100_STAMPING: C 263 1940
 KF0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0100
 KF0100  HISTORY     - Date     Condition        Report By
 KF0100  HISTORY     - 1940     MONUMENTED       CGS
 KF0100
 KF0100                          STATION DESCRIPTION
 KF0100
 KF0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KF0100'0.8 MI E FROM ST GEORGE.
 KF0100'0.8 MILE EAST OF THE UNION PACIFIC RAILROAD STATION IN ST.
 KF0100'GEORGE BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE UNION PACIFIC
 KF0100'RAILROAD, AT THE SOUTHEAST END OF RAILROAD BRIDGE NO. 110.66,
 KF0100'8.8 FEET SOUTHWEST OF CENTER LINE OF TRACK, SET FLUSH AND
 KF0100'HORIZONTALLY IN TOP OF THE SOUTHWEST END OF CONCRETE ABUTMENT.
 KF0100'NO 4 X 4 INCH WOODEN POST SET--BRIDGE SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0101 ***********************************************************************
 KF0101  DESIGNATION -  C 263 RESET
 KF0101  PID         -  KF0101
 KF0101  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0101  USGS QUAD   -  ST GEORGE (1978)
 KF0101
 KF0101                         *CURRENT SURVEY CONTROL
 KF0101  ___________________________________________________________________
 KF0101* NAD 83(1986)-  39 11 04.     (N)    096 24 29.     (W)     SCALED    
 KF0101* NAVD 88     -       302.43   (meters)     992.2    (feet)  RESET     
 KF0101  ___________________________________________________________________
 KF0101  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 KF0101
 KF0101  VERT ORDER  -  THIRD
 KF0101
 KF0101.The horizontal coordinates were scaled from a topographic map and have
 KF0101.an estimated accuracy of +/- 6 seconds.
 KF0101
 KF0101.The orthometric height was computed from unverified reset data.
 KF0101.No vertical observational check was made to the station.
 KF0101
 KF0101.The geoid height was determined by GEOID03.
 KF0101
 KF0101;                    North         East    Units  Estimated Accuracy
 KF0101;SPC KS N     -    95,690.      537,530.      MT  (+/- 180 meters Scaled)
 KF0101
 KF0101                          SUPERSEDED SURVEY CONTROL
 KF0101
 KF0101  NGVD 29 (??/??/??)  302.31   (m)          991.8    (f) RESET       3  
 KF0101
 KF0101.Superseded values are not recommended for survey control.
 KF0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0101.See file dsdata.txt to determine how the superseded data were derived.
 KF0101
 KF0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ238404(NAD 83)
 KF0101_MARKER: DB = BENCH MARK DISK
 KF0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0101_SP_SET: ABUTMENT
 KF0101_STAMPING: C 263 1940 RESET 1948
 KF0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0101
 KF0101  HISTORY     - Date     Condition        Report By
 KF0101  HISTORY     - 1948     MONUMENTED       CGS
 KF0101  HISTORY     - 1965     GOOD             NGS
 KF0101  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0101
 KF0101                          STATION DESCRIPTION
 KF0101
 KF0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0101'0.8 MI E FROM ST GEORGE.
 KF0101'0.8 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0101'AT ST. GEORGE, AT BRIDGE 110.66, AND IN THE TOP OF THE SOUTH
 KF0101'END OF THE BACKWALL OF THE EAST ABUTMENT.  A STANDARD DISK,
 KF0101'STAMPED.  NOTE-- A ZERO WITH A LINE ACROSS THE CENTER WAS USED
 KF0101'INSTEAD OF THE FIGURE 8 IN THE STAMPING.
 KF0101
 KF0101                          STATION RECOVERY (1986)
 KF0101
 KF0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0686 ***********************************************************************
 KF0686  DESIGNATION -  C 264 RESET
 KF0686  PID         -  KF0686
 KF0686  STATE/COUNTY-  KS/GEARY
 KF0686  USGS QUAD   -  JUNCTION CITY (1982)
 KF0686
 KF0686                         *CURRENT SURVEY CONTROL
 KF0686  ___________________________________________________________________
 KF0686* NAD 83(1986)-  39 03 36.     (N)    096 48 10.     (W)     SCALED    
 KF0686* NAVD 88     -       324.71   (meters)    1065.3    (feet)  RESET     
 KF0686  ___________________________________________________________________
 KF0686  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 KF0686
 KF0686  VERT ORDER  -  THIRD
 KF0686
 KF0686.The horizontal coordinates were scaled from a topographic map and have
 KF0686.an estimated accuracy of +/- 6 seconds.
 KF0686
 KF0686.The orthometric height was computed from unverified reset data.
 KF0686.No vertical observational check was made to the station.
 KF0686
 KF0686.The geoid height was determined by GEOID03.
 KF0686
 KF0686;                    North         East    Units  Estimated Accuracy
 KF0686;SPC KS N     -    81,350.      503,620.      MT  (+/- 180 meters Scaled)
 KF0686
 KF0686                          SUPERSEDED SURVEY CONTROL
 KF0686
 KF0686  NGVD 29 (??/??/??)  324.58   (m)         1064.9    (f) RESET       3  
 KF0686
 KF0686.Superseded values are not recommended for survey control.
 KF0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0686.See file dsdata.txt to determine how the superseded data were derived.
 KF0686
 KF0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ901257(NAD 83)
 KF0686_MARKER: DB = BENCH MARK DISK
 KF0686_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KF0686_SP_SET: BRIDGE ABUTMENT
 KF0686_STAMPING: C 264 1940 RESET 1946
 KF0686_MARK LOGO: CGS   
 KF0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0686
 KF0686  HISTORY     - Date     Condition        Report By
 KF0686  HISTORY     - 1946     MONUMENTED       UPRR
 KF0686  HISTORY     - 1965     GOOD             NGS
 KF0686  HISTORY     - 1986     GOOD             NGS
 KF0686
 KF0686                          STATION DESCRIPTION
 KF0686
 KF0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0686'1.4 MI W FROM FORT RILEY.
 KF0686'1.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0686'AT FORT RILEY, GEARY COUNTY, AT BRIDGE 137.18 OVER THE REPUBLICAN
 KF0686'RIVER, IN THE BRIDGE SEAT OF THE SOUTHWEST ABUTMENT, AND 13.6
 KF0686'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 KF0686'DISK, STAMPED, C 264 1940 RESET 1946.
 KF0686
 KF0686                          STATION RECOVERY (1986)
 KF0686
 KF0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0221 ***********************************************************************
 JF0221  DESIGNATION -  C 265
 JF0221  PID         -  JF0221
 JF0221  STATE/COUNTY-  KS/CHASE
 JF0221  USGS QUAD   -  GLADSTONE (1973)
 JF0221
 JF0221                         *CURRENT SURVEY CONTROL
 JF0221  ___________________________________________________________________
 JF0221* NAD 83(1986)-  38 21 04.     (N)    096 29 33.     (W)     SCALED    
 JF0221* NAVD 88     -       355.067  (meters)    1164.92   (feet)  ADJUSTED  
 JF0221  ___________________________________________________________________
 JF0221  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 JF0221  DYNAMIC HT  -         354.808 (meters)    1164.07  (feet)  COMP
 JF0221  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 JF0221
 JF0221  VERT ORDER  -  SECOND    CLASS 0
 JF0221
 JF0221.The horizontal coordinates were scaled from a topographic map and have
 JF0221.an estimated accuracy of +/- 6 seconds.
 JF0221
 JF0221.The orthometric height was determined by differential leveling
 JF0221.and adjusted by the National Geodetic Survey in June 1991..
 JF0221
 JF0221.The geoid height was determined by GEOID03.
 JF0221
 JF0221.The dynamic height is computed by dividing the NAVD 88
 JF0221.geopotential number by the normal gravity value computed on the
 JF0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0221.degrees latitude (g = 980.6199 gals.).
 JF0221
 JF0221.The modeled gravity was interpolated from observed gravity values.
 JF0221
 JF0221;                    North         East    Units  Estimated Accuracy
 JF0221;SPC KS S     -   588,840.      575,460.      MT  (+/- 180 meters Scaled)
 JF0221
 JF0221                          SUPERSEDED SURVEY CONTROL
 JF0221
 JF0221  NGVD 29 (??/??/92)  354.932  (m)         1164.47   (f) ADJ UNCH    2 0
 JF0221
 JF0221.Superseded values are not recommended for survey control.
 JF0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0221.See file dsdata.txt to determine how the superseded data were derived.
 JF0221
 JF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH191477(NAD 83)
 JF0221_MARKER: DB = BENCH MARK DISK
 JF0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0221_STAMPING: C 265 1940
 JF0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0221+STABILITY: SURFACE MOTION
 JF0221
 JF0221  HISTORY     - Date     Condition        Report By
 JF0221  HISTORY     - 1940     MONUMENTED       CGS
 JF0221  HISTORY     - 1972     MARK NOT FOUND   USGS
 JF0221
 JF0221                          STATION DESCRIPTION
 JF0221
 JF0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JF0221'0.5 MI NW FROM GLADSTONE.
 JF0221'ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA, AND SANTA FE RR.  281
 JF0221'FEET SOUTH OF THE CENTER OF INTERSECTION OF NORTH-SOUTH AND
 JF0221'EAST-WEST GRAVELED ROADS.  52 FEET NORTHEAST OF THE NORTHEAST
 JF0221'RAIL.  51 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD.
 JF0221'4.7 FEET SOUTHWEST OF 4 X 4 INCH WOODEN POST PAINTED WHITE
 JF0221'PROJECTING 20 FEET.
 JF0221
 JF0221                          STATION RECOVERY (1972)
 JF0221
 JF0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JF0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0469 ***********************************************************************
 HG0469  DESIGNATION -  C 266
 HG0469  PID         -  HG0469
 HG0469  STATE/COUNTY-  KS/COMANCHE
 HG0469  USGS QUAD   -  COLDWATER (1979)
 HG0469
 HG0469                         *CURRENT SURVEY CONTROL
 HG0469  ___________________________________________________________________
 HG0469* NAD 83(1986)-  37 17 56.     (N)    099 17 00.     (W)     SCALED    
 HG0469* NAVD 88     -       659.227  (meters)    2162.81   (feet)  ADJUSTED  
 HG0469  ___________________________________________________________________
 HG0469  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 HG0469  DYNAMIC HT  -         658.642 (meters)    2160.89  (feet)  COMP
 HG0469  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 HG0469
 HG0469  VERT ORDER  -  SECOND    CLASS 0
 HG0469
 HG0469.The horizontal coordinates were scaled from a topographic map and have
 HG0469.an estimated accuracy of +/- 6 seconds.
 HG0469
 HG0469.The orthometric height was determined by differential leveling
 HG0469.and adjusted by the National Geodetic Survey in June 1991..
 HG0469
 HG0469.The geoid height was determined by GEOID03.
 HG0469
 HG0469.The dynamic height is computed by dividing the NAVD 88
 HG0469.geopotential number by the normal gravity value computed on the
 HG0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0469.degrees latitude (g = 980.6199 gals.).
 HG0469
 HG0469.The modeled gravity was interpolated from observed gravity values.
 HG0469
 HG0469;                    North         East    Units  Estimated Accuracy
 HG0469;SPC KS S     -   470,460.      330,550.      MT  (+/- 180 meters Scaled)
 HG0469
 HG0469                          SUPERSEDED SURVEY CONTROL
 HG0469
 HG0469  NGVD 29 (??/??/92)  658.948  (m)         2161.90   (f) ADJ UNCH    2 0
 HG0469
 HG0469.Superseded values are not recommended for survey control.
 HG0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0469.See file dsdata.txt to determine how the superseded data were derived.
 HG0469
 HG0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG748280(NAD 83)
 HG0469_MARKER: DB = BENCH MARK DISK
 HG0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0469_STAMPING: C 266 1940
 HG0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0469+STABILITY: SURFACE MOTION
 HG0469
 HG0469  HISTORY     - Date     Condition        Report By
 HG0469  HISTORY     - 1940     MONUMENTED       CGS
 HG0469
 HG0469                          STATION DESCRIPTION
 HG0469
 HG0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0469'3.2 MI NE FROM COLDWATER.
 HG0469'3.2 MILES NORTHEAST OF DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA,
 HG0469'AND SANTA FE RR.  9 3/4 POLES NORTH OF MILE POST NO. 122.  38
 HG0469'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  21 FEET SOUTH
 HG0469'OF A TELEGRAPH POLE.  12 FEET NORTHWEST OF A FENCE.  3.7 FEET
 HG0469'SOUTH OF A 4X4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0
 HG0469'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0399 ***********************************************************************
 HG0399  DESIGNATION -  C 267
 HG0399  PID         -  HG0399
 HG0399  STATE/COUNTY-  KS/EDWARDS
 HG0399  USGS QUAD   -  LEWIS (1984)
 HG0399
 HG0399                         *CURRENT SURVEY CONTROL
 HG0399  ___________________________________________________________________
 HG0399* NAD 83(1986)-  37 59 10.     (N)    099 20 33.     (W)     SCALED    
 HG0399* NAVD 88     -       648.206  (meters)    2126.66   (feet)  ADJUSTED  
 HG0399  ___________________________________________________________________
 HG0399  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 HG0399  DYNAMIC HT  -         647.681 (meters)    2124.93  (feet)  COMP
 HG0399  MODELED GRAV-     979,798.4   (mgal)                       NAVD 88
 HG0399
 HG0399  VERT ORDER  -  SECOND    CLASS 0
 HG0399
 HG0399.The horizontal coordinates were scaled from a topographic map and have
 HG0399.an estimated accuracy of +/- 6 seconds.
 HG0399
 HG0399.The orthometric height was determined by differential leveling
 HG0399.and adjusted by the National Geodetic Survey in June 1991..
 HG0399
 HG0399.The geoid height was determined by GEOID03.
 HG0399
 HG0399.The dynamic height is computed by dividing the NAVD 88
 HG0399.geopotential number by the normal gravity value computed on the
 HG0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0399.degrees latitude (g = 980.6199 gals.).
 HG0399
 HG0399.The modeled gravity was interpolated from observed gravity values.
 HG0399
 HG0399;                    North         East    Units  Estimated Accuracy
 HG0399;SPC KS S     -   546,770.      325,990.      MT  (+/- 180 meters Scaled)
 HG0399
 HG0399                          SUPERSEDED SURVEY CONTROL
 HG0399
 HG0399  NGVD 29 (??/??/92)  647.964  (m)         2125.86   (f) ADJ UNCH    2 0
 HG0399
 HG0399.Superseded values are not recommended for survey control.
 HG0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0399.See file dsdata.txt to determine how the superseded data were derived.
 HG0399
 HG0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH699043(NAD 83)
 HG0399_MARKER: DB = BENCH MARK DISK
 HG0399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HG0399_SP_SET: BRIDGE
 HG0399_STAMPING: C 267 1940
 HG0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0399
 HG0399  HISTORY     - Date     Condition        Report By
 HG0399  HISTORY     - 1940     MONUMENTED       CGS
 HG0399
 HG0399                          STATION DESCRIPTION
 HG0399
 HG0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0399'6.1 MI NE FROM KINSLEY.
 HG0399'6.1 MILES NORTHEAST BY RAIL FROM A.T. AND S.F. RR. DEPOT.  ALONG
 HG0399'ATCHISON, TOPEKA AND SANTA FE RR. ON SOUTHEAST CORNER OF SOUTH
 HG0399'HEADWALL OF STATE HIGHWAY BRIDGE.  85 FEET WEST OF CENTERLINE
 HG0399'OF TRACKS.  44 FEET EAST OF CENTERLINE OF STATE HIGHWAY 45.
 HG0399'12 FEET SOUTH OF CENTERLINE OF SECTION ROAD.  NO WHITE POST
 HG0399'SET.  BRIDGE IDENTIFIES LOCATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0417 ***********************************************************************
 JG0417  DESIGNATION -  C 268
 JG0417  PID         -  JG0417
 JG0417  STATE/COUNTY-  KS/RUSH
 JG0417  USGS QUAD   -  LA CROSSE (1983)
 JG0417
 JG0417                         *CURRENT SURVEY CONTROL
 JG0417  ___________________________________________________________________
 JG0417* NAD 83(1986)-  38 34 02.     (N)    099 18 33.     (W)     SCALED    
 JG0417* NAVD 88     -       632.246  (meters)    2074.29   (feet)  ADJUSTED  
 JG0417  ___________________________________________________________________
 JG0417  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 JG0417  DYNAMIC HT  -         631.762 (meters)    2072.71  (feet)  COMP
 JG0417  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 JG0417
 JG0417  VERT ORDER  -  SECOND    CLASS 0
 JG0417
 JG0417.The horizontal coordinates were scaled from a topographic map and have
 JG0417.an estimated accuracy of +/- 6 seconds.
 JG0417
 JG0417.The orthometric height was determined by differential leveling
 JG0417.and adjusted by the National Geodetic Survey in June 1991..
 JG0417
 JG0417.The geoid height was determined by GEOID03.
 JG0417
 JG0417.The dynamic height is computed by dividing the NAVD 88
 JG0417.geopotential number by the normal gravity value computed on the
 JG0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0417.degrees latitude (g = 980.6199 gals.).
 JG0417
 JG0417.The modeled gravity was interpolated from observed gravity values.
 JG0417
 JG0417;                    North         East    Units  Estimated Accuracy
 JG0417;SPC KS S     -   611,250.      329,480.      MT  (+/- 180 meters Scaled)
 JG0417
 JG0417                          SUPERSEDED SURVEY CONTROL
 JG0417
 JG0417  NGVD 29 (??/??/92)  631.993  (m)         2073.46   (f) ADJ UNCH    2 0
 JG0417
 JG0417.Superseded values are not recommended for survey control.
 JG0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0417.See file dsdata.txt to determine how the superseded data were derived.
 JG0417
 JG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH730687(NAD 83)
 JG0417_MARKER: DB = BENCH MARK DISK
 JG0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0417_SP_SET: CULVERT
 JG0417_STAMPING: C 268 1940
 JG0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0417
 JG0417  HISTORY     - Date     Condition        Report By
 JG0417  HISTORY     - 1940     MONUMENTED       CGS
 JG0417
 JG0417                          STATION DESCRIPTION
 JG0417
 JG0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0417'2.6 MI N FROM LA CROSSE.
 JG0417'2.6 MILES NORTH ALONG HIGHWAY FROM CITY HALL.  BENCH MARK IS
 JG0417'ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 183 AND STATE HIGHWAY
 JG0417'NO. 1.  85 FEET SOUTHEAST OF THE CENTER OF INTERSECTION OF THE
 JG0417'HIGHWAY AND DIRT SECTION LINE ROAD.  19 FEET WEST OF A WIRE FENCE.
 JG0417'14.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAYS.  B.M. IS SET
 JG0417'FLUSH AND HORIZONTALLY IN THE EAST SIDE OF A RECTANGULAR CONCRETE
 JG0417'CULVERT.  NO 4 X 4 INCH WHITE WOODEN POST WAS SET BECAUSE CULVERT
 JG0417'SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0472 ***********************************************************************
 JG0472  DESIGNATION -  C 27
 JG0472  PID         -  JG0472
 JG0472  STATE/COUNTY-  KS/NESS
 JG0472  USGS QUAD   -  NESS CITY (1966)
 JG0472
 JG0472                         *CURRENT SURVEY CONTROL
 JG0472  ___________________________________________________________________
 JG0472* NAD 83(1986)-  38 26 21.     (N)    099 54 14.     (W)     SCALED    
 JG0472* NAVD 88     -       679.712  (meters)    2230.02   (feet)  ADJUSTED  
 JG0472  ___________________________________________________________________
 JG0472  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 JG0472  DYNAMIC HT  -         679.167 (meters)    2228.23  (feet)  COMP
 JG0472  MODELED GRAV-     979,804.9   (mgal)                       NAVD 88
 JG0472
 JG0472  VERT ORDER  -  SECOND    CLASS 0
 JG0472
 JG0472.The horizontal coordinates were scaled from a topographic map and have
 JG0472.an estimated accuracy of +/- 6 seconds.
 JG0472
 JG0472.The orthometric height was determined by differential leveling
 JG0472.and adjusted by the National Geodetic Survey in June 1991..
 JG0472
 JG0472.The geoid height was determined by GEOID03.
 JG0472
 JG0472.The dynamic height is computed by dividing the NAVD 88
 JG0472.geopotential number by the normal gravity value computed on the
 JG0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0472.degrees latitude (g = 980.6199 gals.).
 JG0472
 JG0472.The modeled gravity was interpolated from observed gravity values.
 JG0472
 JG0472;                    North         East    Units  Estimated Accuracy
 JG0472;SPC KS S     -   597,650.      277,440.      MT  (+/- 180 meters Scaled)
 JG0472
 JG0472                          SUPERSEDED SURVEY CONTROL
 JG0472
 JG0472  NGVD 29 (??/??/92)  679.440  (m)         2229.13   (f) ADJ UNCH    2 0
 JG0472
 JG0472.Superseded values are not recommended for survey control.
 JG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0472.See file dsdata.txt to determine how the superseded data were derived.
 JG0472
 JG0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH211549(NAD 83)
 JG0472_MARKER: DB = BENCH MARK DISK
 JG0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0472_SP_SET: BRIDGE
 JG0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0472
 JG0472  HISTORY     - Date     Condition        Report By
 JG0472  HISTORY     - UNK      MONUMENTED       CGS
 JG0472  HISTORY     - 1934     GOOD             NGS
 JG0472  HISTORY     - 1938     GOOD             NGS
 JG0472
 JG0472                          STATION DESCRIPTION
 JG0472
 JG0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0472'1 MI S FROM NESS CITY.
 JG0472'1 MILE SOUTH BY HIGHWAY.  LOCATED ON THE R. OF W. OF STATE
 JG0472'HIGHWAY NO. 21.  14.5 FT. EAST OF THE CENTER LINE OF THE HIGHWAY.
 JG0472'SET IN THE TOP EAST END OF SOUTH ABUTMENT OF HIGHWAY BRIDGE
 JG0472'OVER WALNUT RIVER (NORTH FORK).  NOTE-- ST HWY 21 IS NOW U.S. 283.
 JG0472
 JG0472                          STATION RECOVERY (1938)
 JG0472
 JG0472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JG0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0465 ***********************************************************************
 KH0465  DESIGNATION -  C 271
 KH0465  PID         -  KH0465
 KH0465  STATE/COUNTY-  KS/WALLACE
 KH0465  USGS QUAD   -  HARRIS DRAW WEST (1979)
 KH0465
 KH0465                         *CURRENT SURVEY CONTROL
 KH0465  ___________________________________________________________________
 KH0465* NAD 83(1986)-  39 05 52.     (N)    101 44 16.     (W)     SCALED    
 KH0465* NAVD 88     -      1086.799  (meters)    3565.61   (feet)  ADJUSTED  
 KH0465  ___________________________________________________________________
 KH0465  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KH0465  DYNAMIC HT  -        1085.864 (meters)    3562.54  (feet)  COMP
 KH0465  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 KH0465
 KH0465  VERT ORDER  -  SECOND    CLASS 0
 KH0465
 KH0465.The horizontal coordinates were scaled from a topographic map and have
 KH0465.an estimated accuracy of +/- 6 seconds.
 KH0465
 KH0465.The orthometric height was determined by differential leveling
 KH0465.and adjusted by the National Geodetic Survey in June 1991..
 KH0465
 KH0465.The geoid height was determined by GEOID03.
 KH0465
 KH0465.The dynamic height is computed by dividing the NAVD 88
 KH0465.geopotential number by the normal gravity value computed on the
 KH0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0465.degrees latitude (g = 980.6199 gals.).
 KH0465
 KH0465.The modeled gravity was interpolated from observed gravity values.
 KH0465
 KH0465;                    North         East    Units  Estimated Accuracy
 KH0465;SPC KS N     -    91,530.       76,760.      MT  (+/- 180 meters Scaled)
 KH0465
 KH0465                          SUPERSEDED SURVEY CONTROL
 KH0465
 KH0465  NGVD 29 (??/??/92) 1086.343  (m)         3564.11   (f) ADJ UNCH    2 0
 KH0465
 KH0465.Superseded values are not recommended for survey control.
 KH0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0465.See file dsdata.txt to determine how the superseded data were derived.
 KH0465
 KH0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ632311(NAD 83)
 KH0465_MARKER: DB = BENCH MARK DISK
 KH0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0465_STAMPING: C 271 1940
 KH0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0465+STABILITY: SURFACE MOTION
 KH0465
 KH0465  HISTORY     - Date     Condition        Report By
 KH0465  HISTORY     - 1940     MONUMENTED       CGS
 KH0465  HISTORY     - 1958     MARK NOT FOUND   USGS
 KH0465  HISTORY     - 1978     MARK NOT FOUND   USGS
 KH0465
 KH0465                          STATION DESCRIPTION
 KH0465
 KH0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KH0465'14.2 MI N FROM SHARON SPRINGS.
 KH0465'14.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE COUNTY
 KH0465'COURTHOUSE AT SHARON SPRINGS, WALLACE COUNTY, 0.5 MILE NORTH OF A
 KH0465'SMALL FRAME SCHOOLHOUSE ON THE WEST SIDE OF THE HIGHWAY, ON THE
 KH0465'OUTSIDE OF A CURVE, 44 FEET WEST OF THE CENTER LINE OF THE
 KH0465'HIGHWAY, 1.2 FEET WEST OF A WIRE FENCE, AND 2.6 FEET SOUTH OF A
 KH0465'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 271 1940
 KH0465'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 KH0465'GROUND.
 KH0465
 KH0465                          STATION RECOVERY (1958)
 KH0465
 KH0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KH0465'MARK NOT FOUND.
 KH0465
 KH0465                          STATION RECOVERY (1978)
 KH0465
 KH0465'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 KH0465'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0329 ***********************************************************************
 JH0329  DESIGNATION -  C 272
 JH0329  PID         -  JH0329
 JH0329  STATE/COUNTY-  KS/GREELEY
 JH0329  USGS QUAD   -  SELKIRK NW (1970)
 JH0329
 JH0329                         *CURRENT SURVEY CONTROL
 JH0329  ___________________________________________________________________
 JH0329* NAD 83(1986)-  38 27 30.     (N)    101 38 41.     (W)     SCALED    
 JH0329* NAVD 88     -      1074.229  (meters)    3524.37   (feet)  ADJUSTED  
 JH0329  ___________________________________________________________________
 JH0329  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 JH0329  DYNAMIC HT  -        1073.265 (meters)    3521.20  (feet)  COMP
 JH0329  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 JH0329
 JH0329  VERT ORDER  -  SECOND    CLASS 0
 JH0329
 JH0329.The horizontal coordinates were scaled from a topographic map and have
 JH0329.an estimated accuracy of +/- 6 seconds.
 JH0329
 JH0329.The orthometric height was determined by differential leveling
 JH0329.and adjusted by the National Geodetic Survey in June 1991..
 JH0329
 JH0329.The geoid height was determined by GEOID03.
 JH0329
 JH0329.The dynamic height is computed by dividing the NAVD 88
 JH0329.geopotential number by the normal gravity value computed on the
 JH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0329.degrees latitude (g = 980.6199 gals.).
 JH0329
 JH0329.The modeled gravity was interpolated from observed gravity values.
 JH0329
 JH0329;                    North         East    Units  Estimated Accuracy
 JH0329;SPC KS S     -   603,480.      125,580.      MT  (+/- 180 meters Scaled)
 JH0329
 JH0329                          SUPERSEDED SURVEY CONTROL
 JH0329
 JH0329  NGVD 29 (??/??/92) 1073.799  (m)         3522.96   (f) ADJ UNCH    2 0
 JH0329
 JH0329.Superseded values are not recommended for survey control.
 JH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0329.See file dsdata.txt to determine how the superseded data were derived.
 JH0329
 JH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH692599(NAD 83)
 JH0329_MARKER: DB = BENCH MARK DISK
 JH0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0329_SP_SET: CULVERT
 JH0329_STAMPING: C 272 1940
 JH0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0329
 JH0329  HISTORY     - Date     Condition        Report By
 JH0329  HISTORY     - 1940     MONUMENTED       CGS
 JH0329
 JH0329                          STATION DESCRIPTION
 JH0329
 JH0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0329'5.8 MI W FROM SELKIRK.
 JH0329'5.8 MILES WEST OF MISSOURI PACIFIC RAILROAD STATION IN SELKIRK.
 JH0329'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0329'RAILROAD 30 YARDS WEST OF THE THIRD POLE WEST OF MILEPOST NO.
 JH0329'722-30, AT THE NORTH END OF A CONCRETE BOX RAILROAD CULVERT,
 JH0329'APPROXIMATELY 5 FEET BELOW LEVEL OF RAILS, ON TOP OF THE WEST
 JH0329'END OF THE NORTH CONCRETE HEADWALL, SET FLUSH AND HORIZONTALLY.
 JH0329'NO 4 X 4 INCH WOODEN POST SET--CULVERT SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0267 ***********************************************************************
 HH0267  DESIGNATION -  C 273
 HH0267  PID         -  HH0267
 HH0267  STATE/COUNTY-  KS/GRANT
 HH0267  USGS QUAD   -  HICKOK (1959)
 HH0267
 HH0267                         *CURRENT SURVEY CONTROL
 HH0267  ___________________________________________________________________
 HH0267* NAD 83(1986)-  37 33 24.     (N)    101 13 24.     (W)     SCALED    
 HH0267* NAVD 88     -       928.586  (meters)    3046.54   (feet)  ADJUSTED  
 HH0267  ___________________________________________________________________
 HH0267  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 HH0267  DYNAMIC HT  -         927.715 (meters)    3043.68  (feet)  COMP
 HH0267  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 HH0267
 HH0267  VERT ORDER  -  SECOND    CLASS 0
 HH0267
 HH0267.The horizontal coordinates were scaled from a topographic map and have
 HH0267.an estimated accuracy of +/- 6 seconds.
 HH0267
 HH0267.The orthometric height was determined by differential leveling
 HH0267.and adjusted by the National Geodetic Survey in June 1991..
 HH0267
 HH0267.The geoid height was determined by GEOID03.
 HH0267
 HH0267.The dynamic height is computed by dividing the NAVD 88
 HH0267.geopotential number by the normal gravity value computed on the
 HH0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0267.degrees latitude (g = 980.6199 gals.).
 HH0267
 HH0267.The modeled gravity was interpolated from observed gravity values.
 HH0267
 HH0267;                    North         East    Units  Estimated Accuracy
 HH0267;SPC KS S     -   502,290.      159,420.      MT  (+/- 180 meters Scaled)
 HH0267
 HH0267                          SUPERSEDED SURVEY CONTROL
 HH0267
 HH0267  NGVD 29 (??/??/92)  928.201  (m)         3045.27   (f) ADJ UNCH    2 0
 HH0267
 HH0267.Superseded values are not recommended for survey control.
 HH0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0267.See file dsdata.txt to determine how the superseded data were derived.
 HH0267
 HH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG036589(NAD 83)
 HH0267_MARKER: DB = BENCH MARK DISK
 HH0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0267_STAMPING: C 273 1935
 HH0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0267+STABILITY: SURFACE MOTION
 HH0267
 HH0267  HISTORY     - Date     Condition        Report By
 HH0267  HISTORY     - 1935     MONUMENTED       CGS
 HH0267
 HH0267                          STATION DESCRIPTION
 HH0267
 HH0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0267'0.8 MI SE FROM HICKOK.
 HH0267'0.8 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0267'RAILWAY FROM THE C. M. CLARK GRAIN ELEVATOR AT HICKOK, GRANT
 HH0267'COUNTY, 26 YARDS NORTHEAST OF MILEPOST 15, 43 FEET NORTHEAST OF
 HH0267'THE CENTERLINE OF THE TRACK, 1.5 FEET SOUTHWEST OF THE
 HH0267'RIGHT-OF-WAY FENCE, AND 3.5 FEET NORTHWEST OF A WHITE WOODEN
 HH0267'WITNESS POST.  A STANDARD DISK, STAMPED C 273 1940 AND SET IN
 HH0267'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1122 ***********************************************************************
 JE1122  DESIGNATION -  C 274
 JE1122  PID         -  JE1122
 JE1122  STATE/COUNTY-  KS/ANDERSON
 JE1122  USGS QUAD   -  GARNETT EAST (1983)
 JE1122
 JE1122                         *CURRENT SURVEY CONTROL
 JE1122  ___________________________________________________________________
 JE1122* NAD 83(1986)-  38 22 12.     (N)    095 09 24.     (W)     SCALED    
 JE1122* NAVD 88     -       268.344  (meters)     880.39   (feet)  ADJUSTED  
 JE1122  ___________________________________________________________________
 JE1122  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE1122  DYNAMIC HT  -         268.153 (meters)     879.77  (feet)  COMP
 JE1122  MODELED GRAV-     979,910.3   (mgal)                       NAVD 88
 JE1122
 JE1122  VERT ORDER  -  SECOND    CLASS 0
 JE1122
 JE1122.The horizontal coordinates were scaled from a topographic map and have
 JE1122.an estimated accuracy of +/- 6 seconds.
 JE1122
 JE1122.The orthometric height was determined by differential leveling
 JE1122.and adjusted by the National Geodetic Survey in June 1991..
 JE1122
 JE1122.The geoid height was determined by GEOID03.
 JE1122
 JE1122.The dynamic height is computed by dividing the NAVD 88
 JE1122.geopotential number by the normal gravity value computed on the
 JE1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1122.degrees latitude (g = 980.6199 gals.).
 JE1122
 JE1122.The modeled gravity was interpolated from observed gravity values.
 JE1122
 JE1122;                    North         East    Units  Estimated Accuracy
 JE1122;SPC KS S     -   594,290.      692,100.      MT  (+/- 180 meters Scaled)
 JE1122
 JE1122                          SUPERSEDED SURVEY CONTROL
 JE1122
 JE1122  NGVD 29 (??/??/92)  268.212  (m)          879.96   (f) ADJ UNCH    2 0
 JE1122
 JE1122.Superseded values are not recommended for survey control.
 JE1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1122.See file dsdata.txt to determine how the superseded data were derived.
 JE1122
 JE1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC115490(NAD 83)
 JE1122_MARKER: DB = BENCH MARK DISK
 JE1122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1122_SP_SET: DRILL HOLE
 JE1122_STAMPING: C 274 1945
 JE1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1122
 JE1122  HISTORY     - Date     Condition        Report By
 JE1122  HISTORY     - 1945     MONUMENTED       CGS
 JE1122  HISTORY     - 1950     GOOD             NGS
 JE1122
 JE1122                          STATION DESCRIPTION
 JE1122
 JE1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE1122'2 MI W FROM GREELEY.
 JE1122'ALONG THE ROAD TO SCIPIO FROM THE BRIDGE OVER THE SOUTH FORK
 JE1122'OF POTTAWATOMIE CREEK ON U.S. HIGHWAY 169 AT GREELEY, 66 FEET
 JE1122'NORTH OF A CROSS FENCE, 13 FEET EAST OF THE CENTER OF ROAD,
 JE1122'12 FEET WEST OF A FENCE PARALLEL WITH THE ROAD AND AT THE
 JE1122'NORTHWEST CORNER OF THE SOUTH BANNISTER POST.  THE DISK IS SET
 JE1122'IN A DRILL HOLE.  NOTE-- THIS MARK IS 0.8 MILE EAST FROM B
 JE1122'274 1945
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0714 ***********************************************************************
 KE0714  DESIGNATION -  C 276
 KE0714  PID         -  KE0714
 KE0714  STATE/COUNTY-  KS/DOUGLAS
 KE0714  USGS QUAD   -  MIDLAND (1978)
 KE0714
 KE0714                         *CURRENT SURVEY CONTROL
 KE0714  ___________________________________________________________________
 KE0714* NAD 83(1986)-  39 00 19.     (N)    095 13 26.     (W)     SCALED    
 KE0714* NAVD 88     -       251.601  (meters)     825.46   (feet)  ADJUSTED  
 KE0714  ___________________________________________________________________
 KE0714  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KE0714  DYNAMIC HT  -         251.437 (meters)     824.92  (feet)  COMP
 KE0714  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 KE0714
 KE0714  VERT ORDER  -  FIRST     CLASS II
 KE0714
 KE0714.This mark is at Lawrence Municipal Airport (LWC)
 KE0714
 KE0714.The horizontal coordinates were scaled from a topographic map and have
 KE0714.an estimated accuracy of +/- 6 seconds.
 KE0714
 KE0714.The orthometric height was determined by differential leveling
 KE0714.and adjusted by the National Geodetic Survey in June 1991..
 KE0714.WARNING-Repeat measurements at this control monument indicate possible
 KE0714.vertical movement.
 KE0714
 KE0714.The geoid height was determined by GEOID03.
 KE0714
 KE0714.The dynamic height is computed by dividing the NAVD 88
 KE0714.geopotential number by the normal gravity value computed on the
 KE0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0714.degrees latitude (g = 980.6199 gals.).
 KE0714
 KE0714.The modeled gravity was interpolated from observed gravity values.
 KE0714
 KE0714;                    North         East    Units  Estimated Accuracy
 KE0714;SPC KS N     -    78,280.      640,420.      MT  (+/- 180 meters Scaled)
 KE0714
 KE0714                          SUPERSEDED SURVEY CONTROL
 KE0714
 KE0714  NGVD 29 (??/??/92)  251.522  (m)          825.20   (f) ADJ UNCH    1 2
 KE0714
 KE0714.Superseded values are not recommended for survey control.
 KE0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0714.See file dsdata.txt to determine how the superseded data were derived.
 KE0714
 KE0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD074197(NAD 83)
 KE0714_MARKER: DB = BENCH MARK DISK
 KE0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0714_SP_SET: CONCRETE POST
 KE0714_STAMPING: C 276 1945
 KE0714_MARK LOGO: CGS   
 KE0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0714+STABILITY: SURFACE MOTION
 KE0714
 KE0714  HISTORY     - Date     Condition        Report By
 KE0714  HISTORY     - 1945     MONUMENTED       CGS
 KE0714  HISTORY     - 1958     GOOD             NGS
 KE0714  HISTORY     - 1986     GOOD             NGS
 KE0714  HISTORY     - 20001004 MARK NOT FOUND   LOCSUR
 KE0714
 KE0714                          STATION DESCRIPTION
 KE0714
 KE0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0714'3.1 MI NE FROM LAWRENCE.
 KE0714'2.6 MILES NORTH ALONG U.S. HIGHWAY 59, THENCE 0.5 MILE EAST
 KE0714'ALONG U.S. HIGHWAYS 24 AND 40, THENCE 0.3 MILE NORTH ALONG A
 KE0714'GRAVEL ROAD FROM THE COURTHOUSE AT LAWRENCE, DOUGLAS COUNTY,
 KE0714'AT THE ENTRANCE TO THE LAWRENCE MUNICIPAL AIRPORT, 100 YARDS
 KE0714'WEST OF THE ADMINISTRATION BUILDING, 48 FEET EAST OF THE CENTER
 KE0714'OF A NORTH-SOUTH GRAVEL ROAD, 30 FEET NORTHWEST OF THE CENTER
 KE0714'OF DRIVEWAY TO AIRPORT, 30 FEET NORTHEAST OF A TELEPHONE POLE
 KE0714'WITH RED OBSTRUCTION LIGHT, AND 5 FEET NORTHEAST OF AN ABANDONED
 KE0714'POLE WITH A GUY WIRE.  A STANDARD DISK, STAMPED C 276 1945 AND
 KE0714'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE--THIS
 KE0714'MARK WAS COVERED, BUT IT WAS RECOVERED IN GOOD CONDITION
 KE0714'AND THE EARTH WAS REMOVED FROM AROUND THE MARK.  A COMPLETE
 KE0714'NEW DESCRIPTION FOLLOWS.
 KE0714
 KE0714                          STATION RECOVERY (1986)
 KE0714
 KE0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0714'RECOVERED IN GOOD CONDITION.
 KE0714
 KE0714                          STATION RECOVERY (2000)
 KE0714
 KE0714'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 KE0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0744 ***********************************************************************
 JE0744  DESIGNATION -  C 277
 JE0744  PID         -  JE0744
 JE0744  STATE/COUNTY-  KS/LINN
 JE0744  USGS QUAD   -  MAPLETON (1966)
 JE0744
 JE0744                         *CURRENT SURVEY CONTROL
 JE0744  ___________________________________________________________________
 JE0744* NAD 83(1986)-  38 06 48.     (N)    094 57 34.     (W)     SCALED    
 JE0744* NAVD 88     -       313.512  (meters)    1028.58   (feet)  ADJUSTED  
 JE0744  ___________________________________________________________________
 JE0744  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JE0744  DYNAMIC HT  -         313.279 (meters)    1027.82  (feet)  COMP
 JE0744  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 JE0744
 JE0744  VERT ORDER  -  SECOND    CLASS 0
 JE0744
 JE0744.The horizontal coordinates were scaled from a topographic map and have
 JE0744.an estimated accuracy of +/- 6 seconds.
 JE0744
 JE0744.The orthometric height was determined by differential leveling
 JE0744.and adjusted by the National Geodetic Survey in June 1991..
 JE0744
 JE0744.The geoid height was determined by GEOID03.
 JE0744
 JE0744.The dynamic height is computed by dividing the NAVD 88
 JE0744.geopotential number by the normal gravity value computed on the
 JE0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0744.degrees latitude (g = 980.6199 gals.).
 JE0744
 JE0744.The modeled gravity was interpolated from observed gravity values.
 JE0744
 JE0744;                    North         East    Units  Estimated Accuracy
 JE0744;SPC KS S     -   566,450.      710,400.      MT  (+/- 180 meters Scaled)
 JE0744
 JE0744                          SUPERSEDED SURVEY CONTROL
 JE0744
 JE0744  NGVD 29 (??/??/92)  313.373  (m)         1028.12   (f) ADJ UNCH    2 0
 JE0744
 JE0744.Superseded values are not recommended for survey control.
 JE0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0744.See file dsdata.txt to determine how the superseded data were derived.
 JE0744
 JE0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC282202(NAD 83)
 JE0744_MARKER: DB = BENCH MARK DISK
 JE0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0744_STAMPING: C 277 1945
 JE0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0744+STABILITY: SURFACE MOTION
 JE0744
 JE0744  HISTORY     - Date     Condition        Report By
 JE0744  HISTORY     - 1945     MONUMENTED       CGS
 JE0744  HISTORY     - 1951     GOOD             NGS
 JE0744
 JE0744                          STATION DESCRIPTION
 JE0744
 JE0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0744'3 MI E FROM BLUE MOUND.
 JE0744'3.0 MILES EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE0744'RAILROAD FROM THE FARMERS CO-OP ELEVATOR AT BLUE MOUND, LINN
 JE0744'COUNTY, AT THE CROSSING OF A NORTH-AND-SOUTH PRIVATE ROAD, 49
 JE0744'FEET SOUTH OF THE CENTERLINE OF THE NORTH-AND-SOUTH PRIVATE ROAD,
 JE0744'49 FEET SOUTH OF THE CENTERLINE OF THE OLD ROADBED, 48 FEET WEST
 JE0744'OF THE CENTERLINE OF THE PRIVATE ROAD, 1 FOOT SOUTH OF A FENCE,
 JE0744'1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT HIGHER
 JE0744'THAN THE OLD ROADBED.  A STANDARD DISK, STAMPED C 277 1945 AND
 JE0744'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 JE0744'GROUND.  TO REACH FROM WHERE STATE HIGHWAY 52 TURNS EAST AT THE
 JE0744'NORTHSIDE OF BLUE MOUND, GO EAST ON STATE HIGHWAY 52 FROM 0.9
 JE0744'MILE TO CROSSROADS.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO
 JE0744'CROSSROADS.  TURN RIGHT AND GO EAST FOR 1.5 MILES TO WHERE ROAD
 JE0744'TURNS SOUTH.  CONTINUE STRAIGHT AHEAD, PASSING THROUGH GATE,
 JE0744'THEN LEFT AROUND BARN AND TRACK ROAD ACROSS PASTURE NORTH-NORTHEAST
 JE0744'FOR 0.25 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1157 ***********************************************************************
 JE1157  DESIGNATION -  C 278
 JE1157  PID         -  JE1157
 JE1157  STATE/COUNTY-  KS/COFFEY
 JE1157  USGS QUAD   -  LE ROY (1971)
 JE1157
 JE1157                         *CURRENT SURVEY CONTROL
 JE1157  ___________________________________________________________________
 JE1157* NAD 83(1986)-  38 04 58.     (N)    095 38 04.     (W)     SCALED    
 JE1157* NAVD 88     -       307.041  (meters)    1007.35   (feet)  ADJUSTED  
 JE1157  ___________________________________________________________________
 JE1157  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JE1157  DYNAMIC HT  -         306.812 (meters)    1006.60  (feet)  COMP
 JE1157  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 JE1157
 JE1157  VERT ORDER  -  SECOND    CLASS 0
 JE1157
 JE1157.The horizontal coordinates were scaled from a topographic map and have
 JE1157.an estimated accuracy of +/- 6 seconds.
 JE1157
 JE1157.The orthometric height was determined by differential leveling
 JE1157.and adjusted by the National Geodetic Survey in June 1991..
 JE1157
 JE1157.The geoid height was determined by GEOID03.
 JE1157
 JE1157.The dynamic height is computed by dividing the NAVD 88
 JE1157.geopotential number by the normal gravity value computed on the
 JE1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1157.degrees latitude (g = 980.6199 gals.).
 JE1157
 JE1157.The modeled gravity was interpolated from observed gravity values.
 JE1157
 JE1157;                    North         East    Units  Estimated Accuracy
 JE1157;SPC KS S     -   561,030.      651,350.      MT  (+/- 180 meters Scaled)
 JE1157
 JE1157                          SUPERSEDED SURVEY CONTROL
 JE1157
 JE1157  NGVD 29 (??/??/92)  306.886  (m)         1006.84   (f) ADJ UNCH    2 0
 JE1157
 JE1157.Superseded values are not recommended for survey control.
 JE1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1157.See file dsdata.txt to determine how the superseded data were derived.
 JE1157
 JE1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC689182(NAD 83)
 JE1157_MARKER: DB = BENCH MARK DISK
 JE1157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1157_SP_SET: CONCRETE BASE
 JE1157_STAMPING: C 278 1945
 JE1157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1157
 JE1157  HISTORY     - Date     Condition        Report By
 JE1157  HISTORY     - 1945     MONUMENTED       CGS
 JE1157
 JE1157                          STATION DESCRIPTION
 JE1157
 JE1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1157'AT LE ROY.
 JE1157'AT LE ROY, ON TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 JE1157'CONCRETE BASE OF THE CITY WATER TANK.  A BRONZE DISK STAMPED C
 JE1157'278 1945 SET IN DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0433 ***********************************************************************
 JF0433  DESIGNATION -  C 279
 JF0433  PID         -  JF0433
 JF0433  STATE/COUNTY-  KS/GEARY
 JF0433  USGS QUAD   -  KANSAS FALLS (1978)
 JF0433
 JF0433                         *CURRENT SURVEY CONTROL
 JF0433  ___________________________________________________________________
 JF0433* NAD 83(1986)-  38 58 58.     (N)    096 57 27.     (W)     SCALED    
 JF0433* NAVD 88     -       335.427  (meters)    1100.48   (feet)  ADJUSTED  
 JF0433  ___________________________________________________________________
 JF0433  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 JF0433  DYNAMIC HT  -         335.193 (meters)    1099.71  (feet)  COMP
 JF0433  MODELED GRAV-     979,921.3   (mgal)                       NAVD 88
 JF0433
 JF0433  VERT ORDER  -  FIRST     CLASS II
 JF0433
 JF0433.The horizontal coordinates were scaled from a topographic map and have
 JF0433.an estimated accuracy of +/- 6 seconds.
 JF0433
 JF0433.The orthometric height was determined by differential leveling
 JF0433.and adjusted by the National Geodetic Survey in June 1991..
 JF0433
 JF0433.The geoid height was determined by GEOID03.
 JF0433
 JF0433.The dynamic height is computed by dividing the NAVD 88
 JF0433.geopotential number by the normal gravity value computed on the
 JF0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0433.degrees latitude (g = 980.6199 gals.).
 JF0433
 JF0433.The modeled gravity was interpolated from observed gravity values.
 JF0433
 JF0433;                    North         East    Units  Estimated Accuracy
 JF0433;SPC KS N     -    72,620.      490,330.      MT  (+/- 180 meters Scaled)
 JF0433
 JF0433                          SUPERSEDED SURVEY CONTROL
 JF0433
 JF0433  NGVD 29 (??/??/92)  335.304  (m)         1100.08   (f) ADJ UNCH    1 2
 JF0433
 JF0433.Superseded values are not recommended for survey control.
 JF0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0433.See file dsdata.txt to determine how the superseded data were derived.
 JF0433
 JF0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ769168(NAD 83)
 JF0433_MARKER: DB = BENCH MARK DISK
 JF0433_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF0433_SP_SET: BRIDGE ABUTMENT
 JF0433_STAMPING: C 279 1947
 JF0433_MARK LOGO: CGS   
 JF0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0433
 JF0433  HISTORY     - Date     Condition        Report By
 JF0433  HISTORY     - 1947     MONUMENTED       CGS
 JF0433  HISTORY     - 1970     GOOD             NGS
 JF0433  HISTORY     - 1986     GOOD             NGS
 JF0433
 JF0433                          STATION DESCRIPTION
 JF0433
 JF0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0433'3.4 MI E FROM CHAPMAN.
 JF0433'ABOUT 3.45 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0433'STATION AT CHAPMAN, AT THE WEST END OF STEEL BRIDGE NO. 148.84
 JF0433'OVER A CREEK, 9.8 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 JF0433'5.3 FEET BELOW THE BASE OF THE RAILS, SET IN THE CENTER AND TOP
 JF0433'OF AND 5.4 FEET SOUTH OF THE NORTH END OF THE BRIDGE SOCKET
 JF0433'PORTION OF THE WEST STONE ABUTMENT OF THE BRIDGE.  SEC 26, T12S,
 JF0433'R4E.
 JF0433
 JF0433                          STATION RECOVERY (1986)
 JF0433
 JF0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0433'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.0 KM (9.3
 JF0433'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0433'JUNCTION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0599 ***********************************************************************
 HG0599  DESIGNATION -  C 28
 HG0599  PID         -  HG0599
 HG0599  STATE/COUNTY-  KS/FORD
 HG0599  USGS QUAD   -  WRIGHT (1972)
 HG0599
 HG0599                         *CURRENT SURVEY CONTROL
 HG0599  ___________________________________________________________________
 HG0599* NAD 83(1986)-  37 46 46.     (N)    099 56 34.     (W)     SCALED    
 HG0599* NAVD 88     -       769.659  (meters)    2525.12   (feet)  ADJUSTED  
 HG0599  ___________________________________________________________________
 HG0599  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 HG0599  DYNAMIC HT  -         768.990 (meters)    2522.93  (feet)  COMP
 HG0599  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 HG0599
 HG0599  VERT ORDER  -  SECOND    CLASS 0
 HG0599
 HG0599.The horizontal coordinates were scaled from a topographic map and have
 HG0599.an estimated accuracy of +/- 6 seconds.
 HG0599
 HG0599.The orthometric height was determined by differential leveling
 HG0599.and adjusted by the National Geodetic Survey in June 1991..
 HG0599
 HG0599.The geoid height was determined by GEOID03.
 HG0599
 HG0599.The dynamic height is computed by dividing the NAVD 88
 HG0599.geopotential number by the normal gravity value computed on the
 HG0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0599.degrees latitude (g = 980.6199 gals.).
 HG0599
 HG0599.The modeled gravity was interpolated from observed gravity values.
 HG0599
 HG0599;                    North         East    Units  Estimated Accuracy
 HG0599;SPC KS S     -   524,480.      272,910.      MT  (+/- 180 meters Scaled)
 HG0599
 HG0599                          SUPERSEDED SURVEY CONTROL
 HG0599
 HG0599  NGVD 29 (??/??/92)  769.338  (m)         2524.07   (f) ADJ UNCH    2 0
 HG0599
 HG0599.Superseded values are not recommended for survey control.
 HG0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0599.See file dsdata.txt to determine how the superseded data were derived.
 HG0599
 HG0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG169817(NAD 83)
 HG0599_MARKER: DB = BENCH MARK DISK
 HG0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0599_STAMPING: C 28 1934
 HG0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0599+STABILITY: SURFACE MOTION
 HG0599
 HG0599  HISTORY     - Date     Condition        Report By
 HG0599  HISTORY     - 1934     MONUMENTED       CGS
 HG0599  HISTORY     - 19570524 MARK NOT FOUND   LOCENG
 HG0599
 HG0599                          STATION DESCRIPTION
 HG0599
 HG0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0599'5.9 MI E FROM DODGE CITY.
 HG0599'5.9 MILES EAST ALONG U.S. HIGHWAY 283 FROM THE POST OFFICE AT
 HG0599'DODGE CITY, FORD COUNTY, IN THE SOUTHWEST CORNER OF SECTION 15,
 HG0599'T 26 S, R 24 W, AT A ROAD INTERSECTION, 41 FEET NORTH OF THE
 HG0599'CENTER LINE OF THE HIGHWAY, AND 38 FEET EAST OF THE CENTER LINE
 HG0599'OF THE SECTION-LINE ROAD.  A STANDARD DISK, STAMPED C 28 1934 AND
 HG0599'SET IN THE TOP OF A CONCRETE POST.
 HG0599
 HG0599                          STATION RECOVERY (1957)
 HG0599
 HG0599'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 HG0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0600 ***********************************************************************
 HG0600  DESIGNATION -  C 28 RESET
 HG0600  PID         -  HG0600
 HG0600  STATE/COUNTY-  KS/FORD
 HG0600  USGS QUAD   -  WRIGHT (1972)
 HG0600
 HG0600                         *CURRENT SURVEY CONTROL
 HG0600  ___________________________________________________________________
 HG0600* NAD 83(1986)-  37 46 46.     (N)    099 56 34.     (W)     SCALED    
 HG0600* NAVD 88     -       769.40   (meters)    2524.3    (feet)  RESET     
 HG0600  ___________________________________________________________________
 HG0600  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 HG0600
 HG0600  VERT ORDER  -  THIRD
 HG0600
 HG0600.The horizontal coordinates were scaled from a topographic map and have
 HG0600.an estimated accuracy of +/- 6 seconds.
 HG0600
 HG0600.The orthometric height was computed from unverified reset data.
 HG0600
 HG0600.The geoid height was determined by GEOID03.
 HG0600
 HG0600;                    North         East    Units  Estimated Accuracy
 HG0600;SPC KS S     -   524,480.      272,910.      MT  (+/- 180 meters Scaled)
 HG0600
 HG0600                          SUPERSEDED SURVEY CONTROL
 HG0600
 HG0600.No superseded survey control is available for this station.
 HG0600
 HG0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG169817(NAD 83)
 HG0600_MARKER: DB = BENCH MARK DISK
 HG0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0600_STAMPING: C 28 RESET 1957
 HG0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0600+STABILITY: SURFACE MOTION
 HG0600
 HG0600  HISTORY     - Date     Condition        Report By
 HG0600  HISTORY     - 1957     MONUMENTED       KSHC
 HG0600
 HG0600                          STATION DESCRIPTION
 HG0600
 HG0600'DESCRIBED BY KS HIGHWAY COMM 1957
 HG0600'5.9 MI E FROM DODGE CITY.
 HG0600'5.9 MILES EAST ALONG U.S. HIGHWAY 50 BYPASS, OLD U.S. HIGHWAY
 HG0600'283, FROM THE POST OFFICE AT DODGE CITY, IN THE SOUTHWEST CORNER
 HG0600'OF SEC. 15, T. 26S, R 24 W, AT A ROAD INTERSECTION, 89 FEET
 HG0600'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 38 FEET EAST OF THE
 HG0600'CENTERLINE OF THE SECTION-LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0167 ***********************************************************************
 KE0167  DESIGNATION -  C 280
 KE0167  PID         -  KE0167
 KE0167  STATE/COUNTY-  KS/LEAVENWORTH
 KE0167  USGS QUAD   -  LEAVENWORTH (1984)
 KE0167
 KE0167                         *CURRENT SURVEY CONTROL
 KE0167  ___________________________________________________________________
 KE0167* NAD 83(1986)-  39 22 03.     (N)    094 55 03.     (W)     SCALED    
 KE0167* NAVD 88     -       236.868  (meters)     777.12   (feet)  ADJUSTED  
 KE0167  ___________________________________________________________________
 KE0167  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KE0167  DYNAMIC HT  -         236.720 (meters)     776.64  (feet)  COMP
 KE0167  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 KE0167
 KE0167  VERT ORDER  -  FIRST     CLASS II
 KE0167
 KE0167.This mark is at Sherman Aaf Airport (FLV)
 KE0167
 KE0167.The horizontal coordinates were scaled from a topographic map and have
 KE0167.an estimated accuracy of +/- 6 seconds.
 KE0167
 KE0167.The orthometric height was determined by differential leveling
 KE0167.and adjusted by the National Geodetic Survey in June 1991..
 KE0167
 KE0167.The geoid height was determined by GEOID03.
 KE0167
 KE0167.The dynamic height is computed by dividing the NAVD 88
 KE0167.geopotential number by the normal gravity value computed on the
 KE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0167.degrees latitude (g = 980.6199 gals.).
 KE0167
 KE0167.The modeled gravity was interpolated from observed gravity values.
 KE0167
 KE0167;                    North         East    Units  Estimated Accuracy
 KE0167;SPC KS N     -   119,330.      665,580.      MT  (+/- 180 meters Scaled)
 KE0167
 KE0167                          SUPERSEDED SURVEY CONTROL
 KE0167
 KE0167  NGVD 29 (??/??/92)  236.778  (m)          776.83   (f) ADJ UNCH    1 2
 KE0167
 KE0167.Superseded values are not recommended for survey control.
 KE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0167.See file dsdata.txt to determine how the superseded data were derived.
 KE0167
 KE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD348593(NAD 83)
 KE0167_MARKER: DB = BENCH MARK DISK
 KE0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0167_STAMPING: C 280 1948
 KE0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0167+STABILITY: SURFACE MOTION
 KE0167
 KE0167  HISTORY     - Date     Condition        Report By
 KE0167  HISTORY     - 1948     MONUMENTED       CGS
 KE0167  HISTORY     - 1951     GOOD             NGS
 KE0167
 KE0167                          STATION DESCRIPTION
 KE0167
 KE0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0167'AT FORT LEAVENWORTH.
 KE0167'AT FORT LEAVENWORTH, AT SHERMAN FIELD, 34.0 FEET SOUTHEAST OF THE
 KE0167'CENTER LINE OF THE MAIN GATE, 82.0 FEET NORTHEAST OF THE NORTHEAST
 KE0167'RAIL OF THE MISSOURI PACIFIC RAILWAY TRACK, 1.5 FEET SOUTHEAST OF
 KE0167'A SMALL WIRE FENCE PEN AROUND THREE TRANSFORMERS, 1.0 FOOT
 KE0167'SOUTHWEST OF A FENCE RUNNING SOUTHEAST ACROSS THE MAIN GATE,
 KE0167'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 KE0167'THE GROUND.
 KE0167
 KE0167                          STATION RECOVERY (1951)
 KE0167
 KE0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0579 ***********************************************************************
 KE0579  DESIGNATION -  C 281
 KE0579  PID         -  KE0579
 KE0579  STATE/COUNTY-  KS/ATCHISON
 KE0579  USGS QUAD   -  OAK MILLS (1984)
 KE0579
 KE0579                         *CURRENT SURVEY CONTROL
 KE0579  ___________________________________________________________________
 KE0579* NAD 83(1986)-  39 28 48.     (N)    095 03 39.     (W)     SCALED    
 KE0579* NAVD 88     -       237.624  (meters)     779.60   (feet)  ADJUSTED  
 KE0579  ___________________________________________________________________
 KE0579  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 KE0579  DYNAMIC HT  -         237.476 (meters)     779.12  (feet)  COMP
 KE0579  MODELED GRAV-     980,001.3   (mgal)                       NAVD 88
 KE0579
 KE0579  VERT ORDER  -  FIRST     CLASS II
 KE0579
 KE0579.The horizontal coordinates were scaled from a topographic map and have
 KE0579.an estimated accuracy of +/- 6 seconds.
 KE0579
 KE0579.The orthometric height was determined by differential leveling
 KE0579.and adjusted by the National Geodetic Survey in June 1991..
 KE0579
 KE0579.The geoid height was determined by GEOID03.
 KE0579
 KE0579.The dynamic height is computed by dividing the NAVD 88
 KE0579.geopotential number by the normal gravity value computed on the
 KE0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0579.degrees latitude (g = 980.6199 gals.).
 KE0579
 KE0579.The modeled gravity was interpolated from observed gravity values.
 KE0579
 KE0579;                    North         East    Units  Estimated Accuracy
 KE0579;SPC KS N     -   131,400.      652,830.      MT  (+/- 180 meters Scaled)
 KE0579
 KE0579                          SUPERSEDED SURVEY CONTROL
 KE0579
 KE0579  NGVD 29 (??/??/92)  237.523  (m)          779.27   (f) ADJ UNCH    1 2
 KE0579
 KE0579.Superseded values are not recommended for survey control.
 KE0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0579.See file dsdata.txt to determine how the superseded data were derived.
 KE0579
 KE0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD227720(NAD 83)
 KE0579_MARKER: DB = BENCH MARK DISK
 KE0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0579_SP_SET: BRIDGE
 KE0579_STAMPING: C 281 1948
 KE0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0579
 KE0579  HISTORY     - Date     Condition        Report By
 KE0579  HISTORY     - 1948     MONUMENTED       CGS
 KE0579
 KE0579                          STATION DESCRIPTION
 KE0579
 KE0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0579'6.4 MI SE FROM ATCHISON.
 KE0579'6.4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0579'STATION AT ATCHISON, SET IN THE TOP OF THE SOUTHWEST END OF THE
 KE0579'BRIDGE SEAT OF THE NORTHWEST ABUTMENT OF BRIDGE 101 OVER OWL
 KE0579'CREEK, 9.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI
 KE0579'PACIFIC TRACK, 4.5 FEET NORTHEAST OF THE SOUTHWEST END OF
 KE0579'THE ABUTMENT, 1.2 FEET NORTHWEST OF THE SOUTHEAST FACE OF
 KE0579'THE BRIDGE SEAT, AND 8.0 FEET BELOW THE TOP OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0198 ***********************************************************************
 KE0198  DESIGNATION -  C 282
 KE0198  PID         -  KE0198
 KE0198  STATE/COUNTY-  KS/WYANDOTTE
 KE0198  USGS QUAD   -  WOLCOTT (1975)
 KE0198
 KE0198                         *CURRENT SURVEY CONTROL
 KE0198  ___________________________________________________________________
 KE0198* NAD 83(1986)-  39 10 32.     (N)    094 46 28.     (W)     SCALED    
 KE0198* NAVD 88     -       230.195  (meters)     755.23   (feet)  ADJUSTED  
 KE0198  ___________________________________________________________________
 KE0198  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE0198  DYNAMIC HT  -         230.046 (meters)     754.74  (feet)  COMP
 KE0198  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 KE0198
 KE0198  VERT ORDER  -  FIRST     CLASS II
 KE0198
 KE0198.The horizontal coordinates were scaled from a topographic map and have
 KE0198.an estimated accuracy of +/- 6 seconds.
 KE0198
 KE0198.The orthometric height was determined by differential leveling
 KE0198.and adjusted by the National Geodetic Survey in June 1991..
 KE0198
 KE0198.The geoid height was determined by GEOID03.
 KE0198
 KE0198.The dynamic height is computed by dividing the NAVD 88
 KE0198.geopotential number by the normal gravity value computed on the
 KE0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0198.degrees latitude (g = 980.6199 gals.).
 KE0198
 KE0198.The modeled gravity was interpolated from observed gravity values.
 KE0198
 KE0198;                    North         East    Units  Estimated Accuracy
 KE0198;SPC KS N     -    98,460.      678,660.      MT  (+/- 180 meters Scaled)
 KE0198
 KE0198                          SUPERSEDED SURVEY CONTROL
 KE0198
 KE0198  NGVD 29 (??/??/92)  230.109  (m)          754.95   (f) ADJ UNCH    1 2
 KE0198
 KE0198.Superseded values are not recommended for survey control.
 KE0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0198.See file dsdata.txt to determine how the superseded data were derived.
 KE0198
 KE0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD467377(NAD 83)
 KE0198_MARKER: DB = BENCH MARK DISK
 KE0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0198_STAMPING: C 282 1948
 KE0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0198+STABILITY: SURFACE MOTION
 KE0198
 KE0198  HISTORY     - Date     Condition        Report By
 KE0198  HISTORY     - 1948     MONUMENTED       CGS
 KE0198  HISTORY     - 1951     GOOD             NGS
 KE0198
 KE0198                          STATION DESCRIPTION
 KE0198
 KE0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0198'0.8 MI NW FROM POMEROY.
 KE0198'0.8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0198'CROSSING OF THE DIRT ROAD AND RAILROAD AT POMEROY, ABOUT 0.2
 KE0198'MILE NORTHWEST OF THE RAILWAY BRIDGE OVER MARSHALL CREEK WHICH
 KE0198'IS AN OUTLET FROM WYANDOTTE LAKE, SET VERTICALLY IN THE SOUTH
 KE0198'FACE OF THE CONCRETE FOUNDATION OF A BRICK FARM HOME OWNED BY
 KE0198'L.G. BARCUS AND OCCUPIED BY F.L. OVERLELMAN, ABOUT 300.0 FEET
 KE0198'NORTHEAST OF THE MISSOURI PACIFIC TRACK, 2.7 FEET WEST OF THE
 KE0198'SOUTHEAST CORNER OF THE HOUSE, 2.0 FEET ABOVE GROUND LEVEL.  MARK
 KE0198'IS 0.85 MILE SOUTHEAST OF BENCH MARK B 282.
 KE0198
 KE0198                          STATION RECOVERY (1951)
 KE0198
 KE0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1019 ***********************************************************************
 JF1019  DESIGNATION -  C 284
 JF1019  PID         -  JF1019
 JF1019  STATE/COUNTY-  KS/SALINE
 JF1019  USGS QUAD   -  SALINA (1978)
 JF1019
 JF1019                         *CURRENT SURVEY CONTROL
 JF1019  ___________________________________________________________________
 JF1019* NAD 83(1986)-  38 51 22.     (N)    097 35 30.     (W)     SCALED    
 JF1019* NAVD 88     -       371.453  (meters)    1218.68   (feet)  ADJUSTED  
 JF1019  ___________________________________________________________________
 JF1019  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 JF1019  DYNAMIC HT  -         371.205 (meters)    1217.86  (feet)  COMP
 JF1019  MODELED GRAV-     979,949.6   (mgal)                       NAVD 88
 JF1019
 JF1019  VERT ORDER  -  FIRST     CLASS II
 JF1019
 JF1019.The horizontal coordinates were scaled from a topographic map and have
 JF1019.an estimated accuracy of +/- 6 seconds.
 JF1019
 JF1019.The orthometric height was determined by differential leveling
 JF1019.and adjusted by the National Geodetic Survey in June 1991..
 JF1019
 JF1019.The geoid height was determined by GEOID03.
 JF1019
 JF1019.The dynamic height is computed by dividing the NAVD 88
 JF1019.geopotential number by the normal gravity value computed on the
 JF1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1019.degrees latitude (g = 980.6199 gals.).
 JF1019
 JF1019.The modeled gravity was interpolated from observed gravity values.
 JF1019
 JF1019;                    North         East    Units  Estimated Accuracy
 JF1019;SPC KS N     -    58,110.      435,440.      MT  (+/- 180 meters Scaled)
 JF1019
 JF1019                          SUPERSEDED SURVEY CONTROL
 JF1019
 JF1019  NGVD 29 (??/??/92)  371.361  (m)         1218.37   (f) ADJ UNCH    1 2
 JF1019
 JF1019.Superseded values are not recommended for survey control.
 JF1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1019.See file dsdata.txt to determine how the superseded data were derived.
 JF1019
 JF1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ221017(NAD 83)
 JF1019_MARKER: DB = BENCH MARK DISK
 JF1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1019_STAMPING: C 284 1947
 JF1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1019+STABILITY: SURFACE MOTION
 JF1019
 JF1019  HISTORY     - Date     Condition        Report By
 JF1019  HISTORY     - 1947     MONUMENTED       CGS
 JF1019  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF1019
 JF1019                          STATION DESCRIPTION
 JF1019
 JF1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF1019'1.6 MI E FROM SALINA.
 JF1019'1.55 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE PASSENGER
 JF1019'STATION AT SALINA, 62.5 FEET SOUTH OF THE CENTER LINE OF U.S.
 JF1019'HIGHWAY 40 AND AT THE OUTSIDE OF A CURVE OF THE HIGHWAY, 58.8
 JF1019'FEET WEST OF THE 2ND TELEGRAPH POLE (THIS POLE IS AT A POINT
 JF1019'WHERE THE TELEGRAPH LINE TURNS) WEST OF MILEPOST 185, 22.0 FEET
 JF1019'NORTH OF THE NORTH RAIL OF THE MOST NORTHERLY TRACK, 2.0 FEET
 JF1019'WEST OF A REFERENCE POST, 0.8 FOOT NORTH OF THE NORTH RIGHT-OF-WAY
 JF1019'FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.4 FOOT
 JF1019'ABOVE THE GROUND.
 JF1019
 JF1019                          STATION RECOVERY (1986)
 JF1019
 JF1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0542 ***********************************************************************
 KF0542  DESIGNATION -  C 286
 KF0542  PID         -  KF0542
 KF0542  STATE/COUNTY-  KS/CLOUD
 KF0542  USGS QUAD   -  RICE (1965)
 KF0542
 KF0542                         *CURRENT SURVEY CONTROL
 KF0542  ___________________________________________________________________
 KF0542* NAD 83(1986)-  39 30 19.     (N)    097 34 19.     (W)     SCALED    
 KF0542* NAVD 88     -       452.437  (meters)    1484.37   (feet)  ADJUSTED  
 KF0542  ___________________________________________________________________
 KF0542  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 KF0542  DYNAMIC HT  -         452.156 (meters)    1483.45  (feet)  COMP
 KF0542  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 KF0542
 KF0542  VERT ORDER  -  FIRST     CLASS II
 KF0542
 KF0542.The horizontal coordinates were scaled from a topographic map and have
 KF0542.an estimated accuracy of +/- 6 seconds.
 KF0542
 KF0542.The orthometric height was determined by differential leveling
 KF0542.and adjusted by the National Geodetic Survey in June 1991..
 KF0542
 KF0542.The geoid height was determined by GEOID03.
 KF0542
 KF0542.The dynamic height is computed by dividing the NAVD 88
 KF0542.geopotential number by the normal gravity value computed on the
 KF0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0542.degrees latitude (g = 980.6199 gals.).
 KF0542
 KF0542.The modeled gravity was interpolated from observed gravity values.
 KF0542
 KF0542;                    North         East    Units  Estimated Accuracy
 KF0542;SPC KS N     -   130,190.      436,810.      MT  (+/- 180 meters Scaled)
 KF0542
 KF0542                          SUPERSEDED SURVEY CONTROL
 KF0542
 KF0542  NGVD 29 (??/??/92)  452.300  (m)         1483.92   (f) ADJ UNCH    1 2
 KF0542
 KF0542.Superseded values are not recommended for survey control.
 KF0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0542.See file dsdata.txt to determine how the superseded data were derived.
 KF0542
 KF0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ227738(NAD 83)
 KF0542_MARKER: DB = BENCH MARK DISK
 KF0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0542_STAMPING: C 286 1947
 KF0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0542+STABILITY: SURFACE MOTION
 KF0542
 KF0542  HISTORY     - Date     Condition        Report By
 KF0542  HISTORY     - 1947     MONUMENTED       CGS
 KF0542
 KF0542                          STATION DESCRIPTION
 KF0542
 KF0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0542'4.2 MI NW FROM AURORA.
 KF0542'4.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0542'RAILROAD FROM THE STATION AT AURORA, AT A FARM ROAD CROSSING,
 KF0542'93.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 41.0 FEET
 KF0542'SOUTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET EAST OF A CORNER
 KF0542'FENCE POST, 2.0 FEET SOUTHEAST OF A REFERENCE POST, SET IN THE
 KF0542'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0577 ***********************************************************************
 KF0577  DESIGNATION -  C 287
 KF0577  PID         -  KF0577
 KF0577  STATE/COUNTY-  KS/REPUBLIC
 KF0577  USGS QUAD   -  KACKLEY (1965)
 KF0577
 KF0577                         *CURRENT SURVEY CONTROL
 KF0577  ___________________________________________________________________
 KF0577* NAD 83(1986)-  39 42 24.     (N)    097 51 25.     (W)     SCALED    
 KF0577* NAVD 88     -       458.876  (meters)    1505.50   (feet)  ADJUSTED  
 KF0577  ___________________________________________________________________
 KF0577  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 KF0577  DYNAMIC HT  -         458.597 (meters)    1504.58  (feet)  COMP
 KF0577  MODELED GRAV-     980,005.6   (mgal)                       NAVD 88
 KF0577
 KF0577  VERT ORDER  -  FIRST     CLASS II
 KF0577
 KF0577.The horizontal coordinates were scaled from a topographic map and have
 KF0577.an estimated accuracy of +/- 6 seconds.
 KF0577
 KF0577.The orthometric height was determined by differential leveling
 KF0577.and adjusted by the National Geodetic Survey in June 1991..
 KF0577
 KF0577.The geoid height was determined by GEOID03.
 KF0577
 KF0577.The dynamic height is computed by dividing the NAVD 88
 KF0577.geopotential number by the normal gravity value computed on the
 KF0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0577.degrees latitude (g = 980.6199 gals.).
 KF0577
 KF0577.The modeled gravity was interpolated from observed gravity values.
 KF0577
 KF0577;                    North         East    Units  Estimated Accuracy
 KF0577;SPC KS N     -   152,470.      412,270.      MT  (+/- 180 meters Scaled)
 KF0577
 KF0577                          SUPERSEDED SURVEY CONTROL
 KF0577
 KF0577  NGVD 29 (??/??/92)  458.725  (m)         1505.00   (f) ADJ UNCH    1 2
 KF0577
 KF0577.Superseded values are not recommended for survey control.
 KF0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0577.See file dsdata.txt to determine how the superseded data were derived.
 KF0577
 KF0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ979958(NAD 83)
 KF0577_MARKER: DB = BENCH MARK DISK
 KF0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0577_STAMPING: C 287 1947
 KF0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0577+STABILITY: SURFACE MOTION
 KF0577
 KF0577  HISTORY     - Date     Condition        Report By
 KF0577  HISTORY     - 1947     MONUMENTED       CGS
 KF0577
 KF0577                          STATION DESCRIPTION
 KF0577
 KF0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0577'0.4 MI NW FROM KACKLEY.
 KF0577'0.4 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0577'RAILROAD FROM THE STATION AT KACKLEY, AT A ROAD CROSSING, 44.3
 KF0577'FEET NORTHEAST OF THE NROTHEAST RAIL OF THE TRACK, 35.0 FEET
 KF0577'WEST OF THE CENTER LINE OF THE ROAD, 23 RAILS NORTHWEST OF
 KF0577'MILEPOST 128, 3.2 FEET SOUTHWEST OF A FENCE, 1.4 FEET SOUTHEAST
 KF0577'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KF0577'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0035 ***********************************************************************
 KG0035  DESIGNATION -  C 288
 KG0035  PID         -  KG0035
 KG0035  STATE/COUNTY-  KS/JEWELL
 KG0035  USGS QUAD   -  WEBBER (1969)
 KG0035
 KG0035                         *CURRENT SURVEY CONTROL
 KG0035  ___________________________________________________________________
 KG0035* NAD 83(1986)-  39 58 37.     (N)    098 02 39.     (W)     SCALED    
 KG0035* NAVD 88     -       487.622  (meters)    1599.81   (feet)  ADJUSTED  
 KG0035  ___________________________________________________________________
 KG0035  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 KG0035  DYNAMIC HT  -         487.334 (meters)    1598.86  (feet)  COMP
 KG0035  MODELED GRAV-     980,020.5   (mgal)                       NAVD 88
 KG0035
 KG0035  VERT ORDER  -  FIRST     CLASS II
 KG0035
 KG0035.The horizontal coordinates were scaled from a topographic map and have
 KG0035.an estimated accuracy of +/- 6 seconds.
 KG0035
 KG0035.The orthometric height was determined by differential leveling
 KG0035.and adjusted by the National Geodetic Survey in June 1991..
 KG0035
 KG0035.The geoid height was determined by GEOID03.
 KG0035
 KG0035.The dynamic height is computed by dividing the NAVD 88
 KG0035.geopotential number by the normal gravity value computed on the
 KG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0035.degrees latitude (g = 980.6199 gals.).
 KG0035
 KG0035.The modeled gravity was interpolated from observed gravity values.
 KG0035
 KG0035;                    North         East    Units  Estimated Accuracy
 KG0035;SPC KS N     -   182,470.      396,230.      MT  (+/- 180 meters Scaled)
 KG0035
 KG0035                          SUPERSEDED SURVEY CONTROL
 KG0035
 KG0035  NGVD 29 (??/??/92)  487.447  (m)         1599.23   (f) ADJ UNCH    1 2
 KG0035
 KG0035.Superseded values are not recommended for survey control.
 KG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0035.See file dsdata.txt to determine how the superseded data were derived.
 KG0035
 KG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK816256(NAD 83)
 KG0035_MARKER: DB = BENCH MARK DISK
 KG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0035_STAMPING: C 288 1947
 KG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0035+STABILITY: SURFACE MOTION
 KG0035
 KG0035  HISTORY     - Date     Condition        Report By
 KG0035  HISTORY     - 1947     MONUMENTED       CGS
 KG0035
 KG0035                          STATION DESCRIPTION
 KG0035
 KG0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KG0035'3 MI NW FROM WEBBER.
 KG0035'3.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KG0035'RAILROAD FROM THE STATION AT WEBBER, IN THE NORTHWEST QUARTER
 KG0035'OF A PRIVATE ROAD CROSSING, 73.5 FEET NORTH OF THE FIRST POLE
 KG0035'NORTH OF MILEPOST 150, 45.3 FEET WEST OF THE WEST RAIL OF THE
 KG0035'TRACK, 40.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.4 FEET
 KG0035'EAST OF A FENCE, 1.8 FEET NORTH OF A REFERENCE POST, SET IN THE
 KG0035'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0419 ***********************************************************************
 KF0419  DESIGNATION -  C 289
 KF0419  PID         -  KF0419
 KF0419  STATE/COUNTY-  KS/CLAY
 KF0419  USGS QUAD   -  LONGFORD (1965)
 KF0419
 KF0419                         *CURRENT SURVEY CONTROL
 KF0419  ___________________________________________________________________
 KF0419* NAD 83(1986)-  39 11 39.     (N)    097 19 55.     (W)     SCALED    
 KF0419* NAVD 88     -       386.976  (meters)    1269.60   (feet)  ADJUSTED  
 KF0419  ___________________________________________________________________
 KF0419  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 KF0419  DYNAMIC HT  -         386.742 (meters)    1268.84  (feet)  COMP
 KF0419  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 KF0419
 KF0419  VERT ORDER  -  FIRST     CLASS II
 KF0419
 KF0419.The horizontal coordinates were scaled from a topographic map and have
 KF0419.an estimated accuracy of +/- 6 seconds.
 KF0419
 KF0419.The orthometric height was determined by differential leveling
 KF0419.and adjusted by the National Geodetic Survey in June 1991..
 KF0419
 KF0419.The geoid height was determined by GEOID03.
 KF0419
 KF0419.The dynamic height is computed by dividing the NAVD 88
 KF0419.geopotential number by the normal gravity value computed on the
 KF0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0419.degrees latitude (g = 980.6199 gals.).
 KF0419
 KF0419.The modeled gravity was interpolated from observed gravity values.
 KF0419
 KF0419;                    North         East    Units  Estimated Accuracy
 KF0419;SPC KS N     -    95,780.      457,710.      MT  (+/- 180 meters Scaled)
 KF0419
 KF0419                          SUPERSEDED SURVEY CONTROL
 KF0419
 KF0419  NGVD 29 (??/??/92)  386.878  (m)         1269.28   (f) ADJ UNCH    1 2
 KF0419
 KF0419.Superseded values are not recommended for survey control.
 KF0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0419.See file dsdata.txt to determine how the superseded data were derived.
 KF0419
 KF0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ440396(NAD 83)
 KF0419_MARKER: DB = BENCH MARK DISK
 KF0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0419_STAMPING: C 289 1947
 KF0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0419+STABILITY: SURFACE MOTION
 KF0419
 KF0419  HISTORY     - Date     Condition        Report By
 KF0419  HISTORY     - 1947     MONUMENTED       CGS
 KF0419  HISTORY     - 1964     MARK NOT FOUND   USGS
 KF0419
 KF0419                          STATION DESCRIPTION
 KF0419
 KF0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0419'1.5 MI N FROM LONGFORD.
 KF0419'1.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0419'FROM THE STATION AT LONGFORD, 94.8 FEET SOUTHWEST OF THE SOUTHWEST
 KF0419'RAIL, 89.1 FEET WEST OF MILEPOST 80, 1.4 FEET NORTHEAST OF A
 KF0419'FENCE, 1.4 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP
 KF0419'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
 KF0419
 KF0419                          STATION RECOVERY (1964)
 KF0419
 KF0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KF0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0449 ***********************************************************************
 JG0449  DESIGNATION -  C 29
 JG0449  PID         -  JG0449
 JG0449  STATE/COUNTY-  KS/PAWNEE
 JG0449  USGS QUAD   -  FORT LARNED (1970)
 JG0449
 JG0449                         *CURRENT SURVEY CONTROL
 JG0449  ___________________________________________________________________
 JG0449* NAD 83(1986)-  38 09 57.     (N)    099 13 24.     (W)     SCALED    
 JG0449* NAVD 88     -       619.805  (meters)    2033.48   (feet)  ADJUSTED  
 JG0449  ___________________________________________________________________
 JG0449  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0449  DYNAMIC HT  -         619.321 (meters)    2031.89  (feet)  COMP
 JG0449  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 JG0449
 JG0449  VERT ORDER  -  SECOND    CLASS 0
 JG0449
 JG0449.The horizontal coordinates were scaled from a topographic map and have
 JG0449.an estimated accuracy of +/- 6 seconds.
 JG0449
 JG0449.The orthometric height was determined by differential leveling
 JG0449.and adjusted by the National Geodetic Survey in June 1991..
 JG0449
 JG0449.The geoid height was determined by GEOID03.
 JG0449
 JG0449.The dynamic height is computed by dividing the NAVD 88
 JG0449.geopotential number by the normal gravity value computed on the
 JG0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0449.degrees latitude (g = 980.6199 gals.).
 JG0449
 JG0449.The modeled gravity was interpolated from observed gravity values.
 JG0449
 JG0449;                    North         East    Units  Estimated Accuracy
 JG0449;SPC KS S     -   566,630.      336,620.      MT  (+/- 180 meters Scaled)
 JG0449
 JG0449                          SUPERSEDED SURVEY CONTROL
 JG0449
 JG0449  NGVD 29 (??/??/92)  619.629  (m)         2032.90   (f) ADJ UNCH    2 0
 JG0449
 JG0449.Superseded values are not recommended for survey control.
 JG0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0449.See file dsdata.txt to determine how the superseded data were derived.
 JG0449
 JG0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH804242(NAD 83)
 JG0449_MARKER: DB = BENCH MARK DISK
 JG0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0449_STAMPING: C 29 1934
 JG0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0449+STABILITY: SURFACE MOTION
 JG0449
 JG0449  HISTORY     - Date     Condition        Report By
 JG0449  HISTORY     - 1934     MONUMENTED       CGS
 JG0449
 JG0449                          STATION DESCRIPTION
 JG0449
 JG0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0449'7 MI W FROM LARNED.
 JG0449'7.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0449'FROM LARNED, PAWNEE COUNTY, 59 FEET SOUTHWEST OF THE CENTER OF
 JG0449'A COUNTY ROAD CROSSING, 32 FEET WEST OF THE CENTERLINE OF THE
 JG0449'ROAD, AND 48 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A
 JG0449'STANDARD DISK, STAMPED C 29 1934 AND SET IN THE TOP OF A CONCRETE
 JG0449'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1668 ***********************************************************************
 JF1668  DESIGNATION -  C 290 RESET
 JF1668  PID         -  JF1668
 JF1668  STATE/COUNTY-  KS/DICKINSON
 JF1668  USGS QUAD   -  ABILENE (1979)
 JF1668
 JF1668                         *CURRENT SURVEY CONTROL
 JF1668  ___________________________________________________________________
 JF1668* NAD 83(1986)-  38 54 58.     (N)    097 12 49.     (W)     SCALED    
 JF1668* NAVD 88     -       351.85   (meters)    1154.4    (feet)  RESET     
 JF1668  ___________________________________________________________________
 JF1668  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 JF1668
 JF1668  VERT ORDER  -  THIRD
 JF1668
 JF1668.The horizontal coordinates were scaled from a topographic map and have
 JF1668.an estimated accuracy of +/- 6 seconds.
 JF1668
 JF1668.The orthometric height was computed from unverified reset data.
 JF1668
 JF1668.The geoid height was determined by GEOID03.
 JF1668
 JF1668;                    North         East    Units  Estimated Accuracy
 JF1668;SPC KS N     -    64,990.      468,200.      MT  (+/- 180 meters Scaled)
 JF1668
 JF1668                          SUPERSEDED SURVEY CONTROL
 JF1668
 JF1668  NGVD 29 (03/09/04)  351.74   (m)         1154.0    (f) RESET       3  
 JF1668
 JF1668.Superseded values are not recommended for survey control.
 JF1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1668.See file dsdata.txt to determine how the superseded data were derived.
 JF1668
 JF1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ548089(NAD 83)
 JF1668_MARKER: DV = VERTICAL CONTROL DISK
 JF1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1668_SP_SET: CONCRETE POST
 JF1668_STAMPING: C 290 RESET 1987
 JF1668_MARK LOGO: NGS   
 JF1668_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1668+STABILITY: SURFACE MOTION
 JF1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF1668+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 JF1668
 JF1668  HISTORY     - Date     Condition        Report By
 JF1668  HISTORY     - 1987     MONUMENTED       LOCENG
 JF1668  HISTORY     - 20050805 GOOD             GEOCAC
 JF1668
 JF1668                          STATION DESCRIPTION
 JF1668
 JF1668'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987
 JF1668'MARK SET VERTICALLY IN THE WEST WALL OF THE DICKINSON COUNTY
 JF1668'COURTHOUSE,  7.05 FEET NORTH TO NORTHWEST CORNER OF COURTHOUSE,
 JF1668'0.85 FEET ABOVE GROUND SURFACE, 24.00 FEET SOUTH TO CENTER OF WEST
 JF1668'ENTRANCE TO COURTHOUSE, 71.90 FEET WEST TO CENTER OF BUCKEYE STREET,
 JF1668'99.70 FEET NORTH TO CENTER OF COTTAGE STREET AND IN SOUTHEAST CORNER
 JF1668'OF INTERSECTION OF BUCKEYE STREET AND COTTAGE STREET.
 JF1668
 JF1668                          STATION RECOVERY (2005)
 JF1668
 JF1668'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JF1668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0972 ***********************************************************************
 JF0972  DESIGNATION -  C 291
 JF0972  PID         -  JF0972
 JF0972  STATE/COUNTY-  KS/SALINE
 JF0972  USGS QUAD   -  SALINA SW (1978)
 JF0972
 JF0972                         *CURRENT SURVEY CONTROL
 JF0972  ___________________________________________________________________
 JF0972* NAD 83(1986)-  38 49 56.     (N)    097 40 38.     (W)     SCALED    
 JF0972* NAVD 88     -       377.985  (meters)    1240.11   (feet)  ADJUSTED  
 JF0972  ___________________________________________________________________
 JF0972  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 JF0972  DYNAMIC HT  -         377.729 (meters)    1239.27  (feet)  COMP
 JF0972  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 JF0972
 JF0972  VERT ORDER  -  FIRST     CLASS II
 JF0972
 JF0972.The horizontal coordinates were scaled from a topographic map and have
 JF0972.an estimated accuracy of +/- 6 seconds.
 JF0972
 JF0972.The orthometric height was determined by differential leveling
 JF0972.and adjusted by the National Geodetic Survey in June 1991..
 JF0972
 JF0972.The geoid height was determined by GEOID03.
 JF0972
 JF0972.The dynamic height is computed by dividing the NAVD 88
 JF0972.geopotential number by the normal gravity value computed on the
 JF0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0972.degrees latitude (g = 980.6199 gals.).
 JF0972
 JF0972.The modeled gravity was interpolated from observed gravity values.
 JF0972
 JF0972;                    North         East    Units  Estimated Accuracy
 JF0972;SPC KS N     -    55,430.      428,030.      MT  (+/- 180 meters Scaled)
 JF0972
 JF0972                          SUPERSEDED SURVEY CONTROL
 JF0972
 JF0972  NGVD 29 (??/??/92)  377.890  (m)         1239.79   (f) ADJ UNCH    1 2
 JF0972
 JF0972.Superseded values are not recommended for survey control.
 JF0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0972.See file dsdata.txt to determine how the superseded data were derived.
 JF0972
 JF0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH148989(NAD 83)
 JF0972_MARKER: DB = BENCH MARK DISK
 JF0972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0972_SP_SET: BRIDGE
 JF0972_STAMPING: C 291 1952
 JF0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0972
 JF0972  HISTORY     - Date     Condition        Report By
 JF0972  HISTORY     - 1952     MONUMENTED       CGS
 JF0972
 JF0972                          STATION DESCRIPTION
 JF0972
 JF0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0972'3.5 MI SW FROM SALINA.
 JF0972'3.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0972'STATION AT SALINA, 3 POLES WEST OF MILEPOST 190, 148 FEET NORTH
 JF0972'OF THE NORTH RAIL, 168 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JF0972'BRIDGE 190.05, 17 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 JF0972'40, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A SMALL
 JF0972'CONCRETE BRIDGE UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1057 ***********************************************************************
 JF1057  DESIGNATION -  C 292
 JF1057  PID         -  JF1057
 JF1057  STATE/COUNTY-  KS/SALINE
 JF1057  USGS QUAD   -  SALINA (1978)
 JF1057
 JF1057                         *CURRENT SURVEY CONTROL
 JF1057  ___________________________________________________________________
 JF1057* NAD 83(1986)-  38 47 00.     (N)    097 36 14.     (W)     SCALED    
 JF1057* NAVD 88     -       379.644  (meters)    1245.55   (feet)  ADJUSTED  
 JF1057  ___________________________________________________________________
 JF1057  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 JF1057  DYNAMIC HT  -         379.387 (meters)    1244.71  (feet)  COMP
 JF1057  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 JF1057
 JF1057  VERT ORDER  -  FIRST     CLASS II
 JF1057
 JF1057.The horizontal coordinates were scaled from a topographic map and have
 JF1057.an estimated accuracy of +/- 6 seconds.
 JF1057
 JF1057.The orthometric height was determined by differential leveling
 JF1057.and adjusted by the National Geodetic Survey in June 1991..
 JF1057
 JF1057.The geoid height was determined by GEOID03.
 JF1057
 JF1057.The dynamic height is computed by dividing the NAVD 88
 JF1057.geopotential number by the normal gravity value computed on the
 JF1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1057.degrees latitude (g = 980.6199 gals.).
 JF1057
 JF1057.The modeled gravity was interpolated from observed gravity values.
 JF1057
 JF1057;                    North         East    Units  Estimated Accuracy
 JF1057;SPC KS N     -    50,030.      434,420.      MT  (+/- 180 meters Scaled)
 JF1057
 JF1057                          SUPERSEDED SURVEY CONTROL
 JF1057
 JF1057  NGVD 29 (??/??/92)  379.544  (m)         1245.22   (f) ADJ UNCH    1 2
 JF1057
 JF1057.Superseded values are not recommended for survey control.
 JF1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1057.See file dsdata.txt to determine how the superseded data were derived.
 JF1057
 JF1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH212936(NAD 83)
 JF1057_MARKER: DB = BENCH MARK DISK
 JF1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1057_SP_SET: CONCRETE POST
 JF1057_STAMPING: C 292 1952
 JF1057_MARK LOGO: CGS   
 JF1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1057+STABILITY: SURFACE MOTION
 JF1057
 JF1057  HISTORY     - Date     Condition        Report By
 JF1057  HISTORY     - 1952     MONUMENTED       CGS
 JF1057  HISTORY     - 1967     GOOD             NGS
 JF1057  HISTORY     - 1986     GOOD             NGS
 JF1057
 JF1057                          STATION DESCRIPTION
 JF1057
 JF1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1057'5 MI S FROM SALINA.
 JF1057'5.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1057'STATION AT SALINA, AT A ROAD CROSSING, 29.4 FEET SOUTHWEST OF
 JF1057'THE 2ND POLE SOUTH OF MILEPOST 5, 35 FEET NORTH OF THE CENTER
 JF1057'LINE OF AN EAST AND WEST ROAD, 29 FEET WEST OF THE WEST RAIL,
 JF1057'1.9 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET
 JF1057'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 JF1057'THE GROUND.
 JF1057
 JF1057                          STATION RECOVERY (1967)
 JF1057
 JF1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JF1057'RECOVERED IN GOOD CONDITION.
 JF1057
 JF1057                          STATION RECOVERY (1986)
 JF1057
 JF1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1057'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.8 KM (3.0 MI)
 JF1057'SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1057'CRAWFORD STREET IN SALINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0024 ***********************************************************************
 JG0024  DESIGNATION -  C 293
 JG0024  PID         -  JG0024
 JG0024  STATE/COUNTY-  KS/ELLSWORTH
 JG0024  USGS QUAD   -  CARNEIRO (1979)
 JG0024
 JG0024                         *CURRENT SURVEY CONTROL
 JG0024  ___________________________________________________________________
 JG0024* NAD 83(1986)-  38 44 50.     (N)    098 00 27.     (W)     SCALED    
 JG0024* NAVD 88     -       482.548  (meters)    1583.16   (feet)  ADJUSTED  
 JG0024  ___________________________________________________________________
 JG0024  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 JG0024  DYNAMIC HT  -         482.206 (meters)    1582.04  (feet)  COMP
 JG0024  MODELED GRAV-     979,905.4   (mgal)                       NAVD 88
 JG0024
 JG0024  VERT ORDER  -  FIRST     CLASS II
 JG0024
 JG0024.The horizontal coordinates were scaled from a topographic map and have
 JG0024.an estimated accuracy of +/- 6 seconds.
 JG0024
 JG0024.The orthometric height was determined by differential leveling
 JG0024.and adjusted by the National Geodetic Survey in June 1991..
 JG0024
 JG0024.The geoid height was determined by GEOID03.
 JG0024
 JG0024.The dynamic height is computed by dividing the NAVD 88
 JG0024.geopotential number by the normal gravity value computed on the
 JG0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0024.degrees latitude (g = 980.6199 gals.).
 JG0024
 JG0024.The modeled gravity was interpolated from observed gravity values.
 JG0024
 JG0024;                    North         East    Units  Estimated Accuracy
 JG0024;SPC KS N     -    45,950.      399,350.      MT  (+/- 180 meters Scaled)
 JG0024
 JG0024                          SUPERSEDED SURVEY CONTROL
 JG0024
 JG0024  NGVD 29 (??/??/92)  482.418  (m)         1582.73   (f) ADJ UNCH    1 2
 JG0024
 JG0024.Superseded values are not recommended for survey control.
 JG0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0024.See file dsdata.txt to determine how the superseded data were derived.
 JG0024
 JG0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH862891(NAD 83)
 JG0024_MARKER: DB = BENCH MARK DISK
 JG0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0024_SP_SET: CULVERT
 JG0024_STAMPING: C 293 1952
 JG0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0024
 JG0024  HISTORY     - Date     Condition        Report By
 JG0024  HISTORY     - 1952     MONUMENTED       CGS
 JG0024  HISTORY     - 1961     GOOD             NGS
 JG0024
 JG0024                          STATION DESCRIPTION
 JG0024
 JG0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0024'8.6 MI SW FROM BROOKVILLE.
 JG0024'8.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0024'STATION AT BROOKVILLE, 6 POLES SOUTHWEST OF MILEPOST 210, 147
 JG0024'FEET NORTHWEST OF THE NORTHWEST RAIL, 102 FEET SOUTHEAST OF
 JG0024'THE CENTER LINE OF U.S. HIGHWAY 40, SET IN THE TOP OF THE
 JG0024'NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT
 JG0024'WHICH IS UNDER THE OLD HIGHWAY, 0.9 MILE NORTHEAST OF BENCH
 JG0024'MARK B 293.  9 FEET BELOW THE TOP OF THE RAILS.
 JG0024
 JG0024                          STATION RECOVERY (1961)
 JG0024
 JG0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JG0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1040 ***********************************************************************
 JF1040  DESIGNATION -  C 294
 JF1040  PID         -  JF1040
 JF1040  STATE/COUNTY-  KS/SALINE
 JF1040  USGS QUAD   -  ASSARIA (1978)
 JF1040
 JF1040                         *CURRENT SURVEY CONTROL
 JF1040  ___________________________________________________________________
 JF1040* NAD 83(1986)-  38 38 51.     (N)    097 32 35.     (W)     SCALED    
 JF1040* NAVD 88     -       422.323  (meters)    1385.57   (feet)  ADJUSTED  
 JF1040  ___________________________________________________________________
 JF1040  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 JF1040  DYNAMIC HT  -         422.024 (meters)    1384.59  (feet)  COMP
 JF1040  MODELED GRAV-     979,907.4   (mgal)                       NAVD 88
 JF1040
 JF1040  VERT ORDER  -  FIRST     CLASS II
 JF1040
 JF1040.The horizontal coordinates were scaled from a topographic map and have
 JF1040.an estimated accuracy of +/- 6 seconds.
 JF1040
 JF1040.The orthometric height was determined by differential leveling
 JF1040.and adjusted by the National Geodetic Survey in June 1991..
 JF1040
 JF1040.The geoid height was determined by GEOID03.
 JF1040
 JF1040.The dynamic height is computed by dividing the NAVD 88
 JF1040.geopotential number by the normal gravity value computed on the
 JF1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1040.degrees latitude (g = 980.6199 gals.).
 JF1040
 JF1040.The modeled gravity was interpolated from observed gravity values.
 JF1040
 JF1040;                    North         East    Units  Estimated Accuracy
 JF1040;SPC KS N     -    34,980.      439,780.      MT  (+/- 180 meters Scaled)
 JF1040
 JF1040                          SUPERSEDED SURVEY CONTROL
 JF1040
 JF1040  NGVD 29 (??/??/92)  422.187  (m)         1385.13   (f) ADJ UNCH    1 2
 JF1040
 JF1040.Superseded values are not recommended for survey control.
 JF1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1040.See file dsdata.txt to determine how the superseded data were derived.
 JF1040
 JF1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH267786(NAD 83)
 JF1040_MARKER: DB = BENCH MARK DISK
 JF1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1040_SP_SET: CULVERT
 JF1040_STAMPING: C 294 1952
 JF1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1040
 JF1040  HISTORY     - Date     Condition        Report By
 JF1040  HISTORY     - 1952     MONUMENTED       CGS
 JF1040
 JF1040                          STATION DESCRIPTION
 JF1040
 JF1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1040'4.2 MI NE FROM BRIDGEPORT.
 JF1040'4.25 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JF1040'THE FARMERS UNION ELEVATOR AT BRIDGEPORT, 3 POLES EAST OF MILEPOST
 JF1040'487, 26.4 FEET SOUTH OF THE SOUTH RAIL, 12 FEET BELOW THE TOP OF
 JF1040'THE RAILS, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 JF1040'OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0052 ***********************************************************************
 JG0052  DESIGNATION -  C 295
 JG0052  PID         -  JG0052
 JG0052  STATE/COUNTY-  KS/ELLSWORTH
 JG0052  USGS QUAD   -  HOLYROOD NE (1979)
 JG0052
 JG0052                         *CURRENT SURVEY CONTROL
 JG0052  ___________________________________________________________________
 JG0052* NAD 83(1986)-  38 44 38.     (N)    098 19 21.     (W)     SCALED    
 JG0052* NAVD 88     -       473.339  (meters)    1552.95   (feet)  ADJUSTED  
 JG0052  ___________________________________________________________________
 JG0052  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 JG0052  DYNAMIC HT  -         473.007 (meters)    1551.86  (feet)  COMP
 JG0052  MODELED GRAV-     979,913.6   (mgal)                       NAVD 88
 JG0052
 JG0052  VERT ORDER  -  FIRST     CLASS II
 JG0052
 JG0052.The horizontal coordinates were scaled from a topographic map and have
 JG0052.an estimated accuracy of +/- 6 seconds.
 JG0052
 JG0052.The orthometric height was determined by differential leveling
 JG0052.and adjusted by the National Geodetic Survey in June 1991..
 JG0052
 JG0052.The geoid height was determined by GEOID03.
 JG0052
 JG0052.The dynamic height is computed by dividing the NAVD 88
 JG0052.geopotential number by the normal gravity value computed on the
 JG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0052.degrees latitude (g = 980.6199 gals.).
 JG0052
 JG0052.The modeled gravity was interpolated from observed gravity values.
 JG0052
 JG0052;                    North         East    Units  Estimated Accuracy
 JG0052;SPC KS N     -    45,630.      371,960.      MT  (+/- 180 meters Scaled)
 JG0052
 JG0052                          SUPERSEDED SURVEY CONTROL
 JG0052
 JG0052  NGVD 29 (??/??/92)  473.183  (m)         1552.43   (f) ADJ UNCH    1 2
 JG0052
 JG0052.Superseded values are not recommended for survey control.
 JG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0052.See file dsdata.txt to determine how the superseded data were derived.
 JG0052
 JG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH588885(NAD 83)
 JG0052_MARKER: DB = BENCH MARK DISK
 JG0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0052_SP_SET: CULVERT
 JG0052_STAMPING: C 295 1952
 JG0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0052
 JG0052  HISTORY     - Date     Condition        Report By
 JG0052  HISTORY     - 1952     MONUMENTED       CGS
 JG0052
 JG0052                          STATION DESCRIPTION
 JG0052
 JG0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0052'2.4 MI E FROM BLACK WOLF.
 JG0052'2.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0052'AT BLACK WOLF, 1 1/2 POLES WEST OF MILEPOST 229, 11.4 FEET SOUTH
 JG0052'OF THE SOUTH RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN
 JG0052'THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF STONE CULVERT
 JG0052'229.04.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0837 ***********************************************************************
 JF0837  DESIGNATION -  C 296
 JF0837  PID         -  JF0837
 JF0837  STATE/COUNTY-  KS/RENO
 JF0837  USGS QUAD   -  HUTCHINSON SE (1978)
 JF0837
 JF0837                         *CURRENT SURVEY CONTROL
 JF0837  ___________________________________________________________________
 JF0837* NAD 83(1986)-  38 03 54.     (N)    097 51 57.     (W)     SCALED    
 JF0837* NAVD 88     -       464.638  (meters)    1524.40   (feet)  ADJUSTED  
 JF0837  ___________________________________________________________________
 JF0837  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 JF0837  DYNAMIC HT  -         464.278 (meters)    1523.22  (feet)  COMP
 JF0837  MODELED GRAV-     979,842.2   (mgal)                       NAVD 88
 JF0837
 JF0837  VERT ORDER  -  FIRST     CLASS II
 JF0837
 JF0837.This mark is at Hutchinson Municipal Airport (HUT)
 JF0837
 JF0837.The horizontal coordinates were scaled from a topographic map and have
 JF0837.an estimated accuracy of +/- 6 seconds.
 JF0837
 JF0837.The orthometric height was determined by differential leveling
 JF0837.and adjusted by the National Geodetic Survey in June 1991..
 JF0837
 JF0837.The geoid height was determined by GEOID03.
 JF0837
 JF0837.The dynamic height is computed by dividing the NAVD 88
 JF0837.geopotential number by the normal gravity value computed on the
 JF0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0837.degrees latitude (g = 980.6199 gals.).
 JF0837
 JF0837.The modeled gravity was interpolated from observed gravity values.
 JF0837
 JF0837;                    North         East    Units  Estimated Accuracy
 JF0837;SPC KS S     -   555,380.      455,650.      MT  (+/- 180 meters Scaled)
 JF0837
 JF0837                          SUPERSEDED SURVEY CONTROL
 JF0837
 JF0837  NGVD 29 (??/??/92)  464.487  (m)         1523.90   (f) ADJ UNCH    1 2
 JF0837
 JF0837.Superseded values are not recommended for survey control.
 JF0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0837.See file dsdata.txt to determine how the superseded data were derived.
 JF0837
 JF0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH994136(NAD 83)
 JF0837_MARKER: DB = BENCH MARK DISK
 JF0837_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JF0837_SP_SET: BUILDING WALL
 JF0837_STAMPING: C 296 1953
 JF0837_MARK LOGO: CGS   
 JF0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0837+STABILITY: SURFACE MOTION
 JF0837
 JF0837  HISTORY     - Date     Condition        Report By
 JF0837  HISTORY     - 1953     MONUMENTED       CGS
 JF0837  HISTORY     - 1972     GOOD             NGS
 JF0837  HISTORY     - 1986     GOOD             NGS
 JF0837
 JF0837                          STATION DESCRIPTION
 JF0837
 JF0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0837'4.1 MI NE FROM HUTCHINSON.
 JF0837'ABOUT 3.6 MILES EAST ALONG 4TH AVENUE FROM THE INTERSECTION
 JF0837'OF 4TH AVENUE AND MAIN STREET AT HUTCHINSON, THENCE 0.5 MILE
 JF0837'NORTH ALONG AIRPORT ROAD, AT THE HUTCHINSON MUNICIPAL AIRPORT,
 JF0837'SET VERTICALLY IN THE NORTH BRICK WALL OF THE ADMINISTRATION
 JF0837'BUILDING, 2.3 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 JF0837'3.0 FEET ABOVE THE GROUND.  SEC 10, T23S, R 5 W
 JF0837
 JF0837                          STATION RECOVERY (1986)
 JF0837
 JF0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0817 ***********************************************************************
 JF0817  DESIGNATION -  C 297
 JF0817  PID         -  JF0817
 JF0817  STATE/COUNTY-  KS/MCPHERSON
 JF0817  USGS QUAD   -  BUHLER (1965)
 JF0817
 JF0817                         *CURRENT SURVEY CONTROL
 JF0817  ___________________________________________________________________
 JF0817* NAD 83(1986)-  38 14 52.     (N)    097 45 56.     (W)     SCALED    
 JF0817* NAVD 88     -       456.934  (meters)    1499.12   (feet)  ADJUSTED  
 JF0817  ___________________________________________________________________
 JF0817  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF0817  DYNAMIC HT  -         456.593 (meters)    1498.01  (feet)  COMP
 JF0817  MODELED GRAV-     979,867.4   (mgal)                       NAVD 88
 JF0817
 JF0817  VERT ORDER  -  FIRST     CLASS II
 JF0817
 JF0817.The horizontal coordinates were scaled from a topographic map and have
 JF0817.an estimated accuracy of +/- 6 seconds.
 JF0817
 JF0817.The orthometric height was determined by differential leveling
 JF0817.and adjusted by the National Geodetic Survey in June 1991..
 JF0817
 JF0817.The geoid height was determined by GEOID03.
 JF0817
 JF0817.The dynamic height is computed by dividing the NAVD 88
 JF0817.geopotential number by the normal gravity value computed on the
 JF0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0817.degrees latitude (g = 980.6199 gals.).
 JF0817
 JF0817.The modeled gravity was interpolated from observed gravity values.
 JF0817
 JF0817;                    North         East    Units  Estimated Accuracy
 JF0817;SPC KS S     -   575,740.      464,290.      MT  (+/- 180 meters Scaled)
 JF0817
 JF0817                          SUPERSEDED SURVEY CONTROL
 JF0817
 JF0817  NGVD 29 (??/??/92)  456.781  (m)         1498.62   (f) ADJ UNCH    1 2
 JF0817
 JF0817.Superseded values are not recommended for survey control.
 JF0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0817.See file dsdata.txt to determine how the superseded data were derived.
 JF0817
 JF0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH080340(NAD 83)
 JF0817_MARKER: DB = BENCH MARK DISK
 JF0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0817_STAMPING: C 297 1953
 JF0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0817+STABILITY: SURFACE MOTION
 JF0817
 JF0817  HISTORY     - Date     Condition        Report By
 JF0817  HISTORY     - 1953     MONUMENTED       CGS
 JF0817  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0817
 JF0817                          STATION DESCRIPTION
 JF0817
 JF0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0817'1.4 MI NE FROM INMAN.
 JF0817'1.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0817'RAILROAD FROM THE STATION AT INMAN, 5 POLES NORTHEAST OF A ROAD
 JF0817'CROSSING, 43 FEET NORTHWEST OF THE NORTHWEST RAIL, 38 FEET WEST
 JF0817'OF A SWITCH STAND, 9 FEET NORTHWEST OF THE 1ST POLE SOUTHWEST
 JF0817'OF MILEPOST 228, 3 FEET SOUTHEAST OF A FENCE, 3 FEET SOUTHWEST
 JF0817'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JF0817'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 JF0817
 JF0817                          STATION RECOVERY (1986)
 JF0817
 JF0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0023 ***********************************************************************
 JJ0023  DESIGNATION -  C 298
 JJ0023  PID         -  JJ0023
 JJ0023  STATE/COUNTY-  KS/WALLACE
 JJ0023  USGS QUAD   -  ARAPAHOE SE (1969)
 JJ0023
 JJ0023                         *CURRENT SURVEY CONTROL
 JJ0023  ___________________________________________________________________
 JJ0023* NAD 83(1986)-  38 51 48.     (N)    102 00 24.     (W)     SCALED    
 JJ0023* NAVD 88     -      1177.048  (meters)    3861.70   (feet)  ADJUSTED  
 JJ0023  ___________________________________________________________________
 JJ0023  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 JJ0023  DYNAMIC HT  -        1176.008 (meters)    3858.29  (feet)  COMP
 JJ0023  MODELED GRAV-     979,703.1   (mgal)                       NAVD 88
 JJ0023
 JJ0023  VERT ORDER  -  FIRST     CLASS II
 JJ0023
 JJ0023.The horizontal coordinates were scaled from a topographic map and have
 JJ0023.an estimated accuracy of +/- 6 seconds.
 JJ0023
 JJ0023.The orthometric height was determined by differential leveling
 JJ0023.and adjusted by the National Geodetic Survey in June 1991..
 JJ0023
 JJ0023.The geoid height was determined by GEOID03.
 JJ0023
 JJ0023.The dynamic height is computed by dividing the NAVD 88
 JJ0023.geopotential number by the normal gravity value computed on the
 JJ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0023.degrees latitude (g = 980.6199 gals.).
 JJ0023
 JJ0023.The modeled gravity was interpolated from observed gravity values.
 JJ0023
 JJ0023;                    North         East    Units  Estimated Accuracy
 JJ0023;SPC KS N     -    66,530.       52,370.      MT  (+/- 180 meters Scaled)
 JJ0023
 JJ0023                          SUPERSEDED SURVEY CONTROL
 JJ0023
 JJ0023  NGVD 29 (??/??/92) 1176.590  (m)         3860.20   (f) ADJ UNCH    1 2
 JJ0023
 JJ0023.Superseded values are not recommended for survey control.
 JJ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0023.See file dsdata.txt to determine how the superseded data were derived.
 JJ0023
 JJ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD597058(NAD 83)
 JJ0023_MARKER: DB = BENCH MARK DISK
 JJ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0023_STAMPING: C 298 1952
 JJ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0023+STABILITY: SURFACE MOTION
 JJ0023
 JJ0023  HISTORY     - Date     Condition        Report By
 JJ0023  HISTORY     - 1952     MONUMENTED       CGS
 JJ0023
 JJ0023                          STATION DESCRIPTION
 JJ0023
 JJ0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JJ0023'2.2 MI W FROM WESKAN.
 JJ0023'2.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JJ0023'AT WESKAN, ACROSS THE TRACK FROM MILEPOST 444, 41.4 FEET SOUTH OF
 JJ0023'THE SOUTH RAIL, 38 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 JJ0023'40, 6.8 FEET WEST OF A TELEPHONE POLE, 5 FEET NORTH OF A FENCE,
 JJ0023'2.7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JJ0023'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0364 ***********************************************************************
 KH0364  DESIGNATION -  C 299
 KH0364  PID         -  KH0364
 KH0364  STATE/COUNTY-  KS/LOGAN
 KH0364  USGS QUAD   -  MC ALLASTER SE (1969)
 KH0364
 KH0364                         *CURRENT SURVEY CONTROL
 KH0364  ___________________________________________________________________
 KH0364* NAD 83(1986)-  39 01 50.     (N)    101 17 59.     (W)     SCALED    
 KH0364* NAVD 88     -       993.842  (meters)    3260.63   (feet)  ADJUSTED  
 KH0364  ___________________________________________________________________
 KH0364  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0364  DYNAMIC HT  -         993.019 (meters)    3257.93  (feet)  COMP
 KH0364  MODELED GRAV-     979,765.6   (mgal)                       NAVD 88
 KH0364
 KH0364  VERT ORDER  -  FIRST     CLASS II
 KH0364
 KH0364.The horizontal coordinates were scaled from a topographic map and have
 KH0364.an estimated accuracy of +/- 6 seconds.
 KH0364
 KH0364.The orthometric height was determined by differential leveling
 KH0364.and adjusted by the National Geodetic Survey in June 1991..
 KH0364
 KH0364.The geoid height was determined by GEOID03.
 KH0364
 KH0364.The dynamic height is computed by dividing the NAVD 88
 KH0364.geopotential number by the normal gravity value computed on the
 KH0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0364.degrees latitude (g = 980.6199 gals.).
 KH0364
 KH0364.The modeled gravity was interpolated from observed gravity values.
 KH0364
 KH0364;                    North         East    Units  Estimated Accuracy
 KH0364;SPC KS N     -    82,600.      114,350.      MT  (+/- 180 meters Scaled)
 KH0364
 KH0364                          SUPERSEDED SURVEY CONTROL
 KH0364
 KH0364  NGVD 29 (??/??/92)  993.458  (m)         3259.37   (f) ADJ UNCH    1 2
 KH0364
 KH0364.Superseded values are not recommended for survey control.
 KH0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0364.See file dsdata.txt to determine how the superseded data were derived.
 KH0364
 KH0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ009226(NAD 83)
 KH0364_MARKER: DB = BENCH MARK DISK
 KH0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0364_STAMPING: C 299 1952
 KH0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0364+STABILITY: SURFACE MOTION
 KH0364
 KH0364  HISTORY     - Date     Condition        Report By
 KH0364  HISTORY     - 1952     MONUMENTED       CGS
 KH0364
 KH0364                          STATION DESCRIPTION
 KH0364
 KH0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0364'3.9 MI SW FROM WINONA.
 KH0364'3.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0364'STATION AT WINONA, 0.2 MILE EAST OF MILEPOST 402, AT A ROAD
 KH0364'CROSSING, 82.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 33 FEET
 KH0364'SOUTHWEST OF THE CENTER LINE OF A FIELD ROAD, 8.4 FEET NORTHEAST
 KH0364'OF A TELEPHONE POLE, AT THE NORTHEAST END OF A CUT, IN LINE WITH
 KH0364'A ROW OF POLES, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 KH0364'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0177 ***********************************************************************
 JG0177  DESIGNATION -  C 30
 JG0177  PID         -  JG0177
 JG0177  STATE/COUNTY-  KS/BARTON
 JG0177  USGS QUAD   -  ELLINWOOD (1979)
 JG0177
 JG0177                         *CURRENT SURVEY CONTROL
 JG0177  ___________________________________________________________________
 JG0177* NAD 83(1986)-  38 21 19.     (N)    098 35 24.     (W)     SCALED    
 JG0177* NAVD 88     -       545.505  (meters)    1789.71   (feet)  ADJUSTED  
 JG0177  ___________________________________________________________________
 JG0177  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 JG0177  DYNAMIC HT  -         545.103 (meters)    1788.39  (feet)  COMP
 JG0177  MODELED GRAV-     979,874.3   (mgal)                       NAVD 88
 JG0177
 JG0177  VERT ORDER  -  SECOND    CLASS 0
 JG0177
 JG0177.The horizontal coordinates were scaled from a topographic map and have
 JG0177.an estimated accuracy of +/- 6 seconds.
 JG0177
 JG0177.The orthometric height was determined by differential leveling
 JG0177.and adjusted by the National Geodetic Survey in June 1991..
 JG0177.WARNING-Repeat measurements at this control monument indicate possible
 JG0177.vertical movement.
 JG0177
 JG0177.The geoid height was determined by GEOID03.
 JG0177
 JG0177.The dynamic height is computed by dividing the NAVD 88
 JG0177.geopotential number by the normal gravity value computed on the
 JG0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0177.degrees latitude (g = 980.6199 gals.).
 JG0177
 JG0177.The modeled gravity was interpolated from observed gravity values.
 JG0177
 JG0177;                    North         East    Units  Estimated Accuracy
 JG0177;SPC KS S     -   587,420.      392,130.      MT  (+/- 180 meters Scaled)
 JG0177
 JG0177                          SUPERSEDED SURVEY CONTROL
 JG0177
 JG0177  NGVD 29 (??/??/92)  545.374  (m)         1789.28   (f) ADJ UNCH    2 0
 JG0177
 JG0177.Superseded values are not recommended for survey control.
 JG0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0177.See file dsdata.txt to determine how the superseded data were derived.
 JG0177
 JG0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH358453(NAD 83)
 JG0177_MARKER: DB = BENCH MARK DISK
 JG0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0177_STAMPING: C 30 1934
 JG0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0177+STABILITY: SURFACE MOTION
 JG0177
 JG0177  HISTORY     - Date     Condition        Report By
 JG0177  HISTORY     - 1934     MONUMENTED       CGS
 JG0177  HISTORY     - 1934     GOOD             NGS
 JG0177
 JG0177                          STATION DESCRIPTION
 JG0177
 JG0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0177'0.5 MI W FROM ELLINWOOD.
 JG0177'0.5 MILE WEST BY RAIL FROM ELLINWOOD.  ON RIGHT OF WAY OF
 JG0177'ATCHISON TOPEKA AND SANTA FE RAILROAD.  18 FEET SOUTH OF
 JG0177'CENTERLINE OF U.S. HIGHWAY 50 N.  47 FEET NORTH OF CENTERLINE
 JG0177'OF TRACK.  38 FEET NORTH OF MILE POST 260.  STANDARD DISK SET
 JG0177'IN CONCRETE POST.  STAMPED C 30 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0178 ***********************************************************************
 JG0178  DESIGNATION -  C 30 RESET
 JG0178  PID         -  JG0178
 JG0178  STATE/COUNTY-  KS/BARTON
 JG0178  USGS QUAD   -  ELLINWOOD (1979)
 JG0178
 JG0178                         *CURRENT SURVEY CONTROL
 JG0178  ___________________________________________________________________
 JG0178* NAD 83(1986)-  38 21 19.     (N)    098 35 24.     (W)     SCALED    
 JG0178* NAVD 88     -       545.47   (meters)    1789.6    (feet)  RESET     
 JG0178  ___________________________________________________________________
 JG0178  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 JG0178
 JG0178  VERT ORDER  -  THIRD
 JG0178
 JG0178.The horizontal coordinates were scaled from a topographic map and have
 JG0178.an estimated accuracy of +/- 6 seconds.
 JG0178
 JG0178.The orthometric height was computed from unverified reset data.
 JG0178.No vertical observational check was made to the station.
 JG0178
 JG0178.The geoid height was determined by GEOID03.
 JG0178
 JG0178;                    North         East    Units  Estimated Accuracy
 JG0178;SPC KS S     -   587,420.      392,130.      MT  (+/- 180 meters Scaled)
 JG0178
 JG0178                          SUPERSEDED SURVEY CONTROL
 JG0178
 JG0178  NGVD 29 (??/??/??)  545.34   (m)         1789.2    (f) RESET       3  
 JG0178
 JG0178.Superseded values are not recommended for survey control.
 JG0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0178.See file dsdata.txt to determine how the superseded data were derived.
 JG0178
 JG0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH358453(NAD 83)
 JG0178_MARKER: DB = BENCH MARK DISK
 JG0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0178_STAMPING: C 30 RESET 1957
 JG0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0178+STABILITY: SURFACE MOTION
 JG0178
 JG0178  HISTORY     - Date     Condition        Report By
 JG0178  HISTORY     - 1957     MONUMENTED       KSHC
 JG0178
 JG0178                          STATION DESCRIPTION
 JG0178
 JG0178'DESCRIBED BY KS HIGHWAY COMM 1957
 JG0178'0.5 MI W FROM ELLINWOOD.
 JG0178'0.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0178'FROM ELLINWOOD, 38.5 FEET SOUTH OF THE CENTERLINE OF U.S.
 JG0178'HIGHWAY 56, 26.4 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 JG0178'21.6 FEET NORTH-NORTHEAST OF MILEPOST 260 AND SET IN THE TOP
 JG0178'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0349 ***********************************************************************
 KG0349  DESIGNATION -  C 300
 KG0349  PID         -  KG0349
 KG0349  STATE/COUNTY-  KS/TREGO
 KG0349  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0349
 KG0349                         *CURRENT SURVEY CONTROL
 KG0349  ___________________________________________________________________
 KG0349* NAD 83(1986)-  39 01 50.     (N)    099 58 58.     (W)     SCALED    
 KG0349* NAVD 88     -       760.111  (meters)    2493.80   (feet)  ADJUSTED  
 KG0349  ___________________________________________________________________
 KG0349  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 KG0349  DYNAMIC HT  -         759.535 (meters)    2491.91  (feet)  COMP
 KG0349  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 KG0349
 KG0349  VERT ORDER  -  FIRST     CLASS II
 KG0349
 KG0349.The horizontal coordinates were scaled from a topographic map and have
 KG0349.an estimated accuracy of +/- 6 seconds.
 KG0349
 KG0349.The orthometric height was determined by differential leveling
 KG0349.and adjusted by the National Geodetic Survey in June 1991..
 KG0349
 KG0349.The geoid height was determined by GEOID03.
 KG0349
 KG0349.The dynamic height is computed by dividing the NAVD 88
 KG0349.geopotential number by the normal gravity value computed on the
 KG0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0349.degrees latitude (g = 980.6199 gals.).
 KG0349
 KG0349.The modeled gravity was interpolated from observed gravity values.
 KG0349
 KG0349;                    North         East    Units  Estimated Accuracy
 KG0349;SPC KS N     -    79,280.      228,330.      MT  (+/- 180 meters Scaled)
 KG0349
 KG0349                          SUPERSEDED SURVEY CONTROL
 KG0349
 KG0349  NGVD 29 (02/14/92)  759.807  (m)         2492.80   (f) ADJUSTED    1 2
 KG0349
 KG0349.Superseded values are not recommended for survey control.
 KG0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0349.See file dsdata.txt to determine how the superseded data were derived.
 KG0349
 KG0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ149206(NAD 83)
 KG0349_MARKER: DB = BENCH MARK DISK
 KG0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0349_SP_SET: CONCRETE POST
 KG0349_STAMPING: C 300 1952
 KG0349_MARK LOGO: CGS   
 KG0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0349+STABILITY: SURFACE MOTION
 KG0349
 KG0349  HISTORY     - Date     Condition        Report By
 KG0349  HISTORY     - 1952     MONUMENTED       CGS
 KG0349  HISTORY     - 1986     GOOD             NGS
 KG0349
 KG0349                          STATION DESCRIPTION
 KG0349
 KG0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KG0349'5.5 MI W FROM WAKEENEY.
 KG0349'5.5 MILES WEST ALONG U.S. HIGHWAY 40 FROM ITS INTERSECTION WITH
 KG0349'U.S. HIGHWAY 40 AT WAKEENEY, 135 FEET NORTH OF THE CENTER LINE
 KG0349'OF THE HIGHWAY, 101 FEET NORTH OF A FENCE CORNER, 30 FEET WEST
 KG0349'OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 78 FEET
 KG0349'NORTHWEST OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE
 KG0349'CULVERT, 3.1 FEET WEST OF A FENCE, 3 FEET EAST OF A WITNESS
 KG0349'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 KG0349'ABOVE THE GROUND.
 KG0349
 KG0349                          STATION RECOVERY (1986)
 KG0349
 KG0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0349'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE EXCEPT
 KG0349'A NEW WITNESS POST WAS ADDED.
 KG0349'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0092 ***********************************************************************
 KH0092  DESIGNATION -  C 301
 KH0092  PID         -  KH0092
 KH0092  STATE/COUNTY-  KS/GOVE
 KH0092  USGS QUAD   -  PARK (1979)
 KH0092
 KH0092                         *CURRENT SURVEY CONTROL
 KH0092  ___________________________________________________________________
 KH0092* NAD 83(1986)-  39 06 15.     (N)    100 20 00.     (W)     SCALED    
 KH0092* NAVD 88     -       829.372  (meters)    2721.03   (feet)  ADJUSTED  
 KH0092  ___________________________________________________________________
 KH0092  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 KH0092  DYNAMIC HT  -         828.736 (meters)    2718.94  (feet)  COMP
 KH0092  MODELED GRAV-     979,832.5   (mgal)                       NAVD 88
 KH0092
 KH0092  VERT ORDER  -  FIRST     CLASS II
 KH0092
 KH0092.The horizontal coordinates were scaled from a topographic map and have
 KH0092.an estimated accuracy of +/- 6 seconds.
 KH0092
 KH0092.The orthometric height was determined by differential leveling
 KH0092.and adjusted by the National Geodetic Survey in June 1991..
 KH0092
 KH0092.The geoid height was determined by GEOID03.
 KH0092
 KH0092.The dynamic height is computed by dividing the NAVD 88
 KH0092.geopotential number by the normal gravity value computed on the
 KH0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0092.degrees latitude (g = 980.6199 gals.).
 KH0092
 KH0092.The modeled gravity was interpolated from observed gravity values.
 KH0092
 KH0092;                    North         East    Units  Estimated Accuracy
 KH0092;SPC KS N     -    88,170.      198,200.      MT  (+/- 180 meters Scaled)
 KH0092
 KH0092                          SUPERSEDED SURVEY CONTROL
 KH0092
 KH0092  NGVD 29 (02/14/92)  829.054  (m)         2719.99   (f) ADJUSTED    1 2
 KH0092
 KH0092.Superseded values are not recommended for survey control.
 KH0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0092.See file dsdata.txt to determine how the superseded data were derived.
 KH0092
 KH0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ847291(NAD 83)
 KH0092_MARKER: DB = BENCH MARK DISK
 KH0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0092_SP_SET: CONCRETE POST
 KH0092_STAMPING: C 301 1952
 KH0092_MARK LOGO: CGS   
 KH0092_PROJECTION: FLUSH
 KH0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0092+STABILITY: SURFACE MOTION
 KH0092
 KH0092  HISTORY     - Date     Condition        Report By
 KH0092  HISTORY     - 1952     MONUMENTED       CGS
 KH0092  HISTORY     - 1986     GOOD             NGS
 KH0092
 KH0092                          STATION DESCRIPTION
 KH0092
 KH0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0092'1.8 MI E FROM BUFFALO PARK.
 KH0092'1.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0092'RAILROAD STATION AT BUFFALO PARK, 119.5 FEET NORTH OF THE CENTER
 KH0092'LINE OF THE HIGHWAY, 126 FEET WEST OF THE CENTER LINE OF A DIRT
 KH0092'ROAD LEADING NORTH, 45 FEET SOUTH OF THE SOUTH RAIL OF THE UNION
 KH0092'PACIFIC RAILROAD, 15 FEET NORTH OF A POWER POLE, 3.2 FEET NORTH
 KH0092'OF A FENCE, 2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 KH0092'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KH0092
 KH0092                          STATION RECOVERY (1986)
 KH0092
 KH0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0092'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.55 KM (1.59
 KH0092'MI) EAST ALONG OLD US HIGHWAY 40 FROM THE PARK GRAIN COMPANY ELEVATORS
 KH0092'IN PARK, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD, 36.5
 KH0092'METERS (120 FT) NORTH OF THE HIGHWAY CENTERLINE, 38.4 METERS (126 FT)
 KH0092'WEST OF THE CENTER OF THE ROAD, 13.7 METERS (45 FT) SOUTH OF THE SOUTH
 KH0092'RAIL OF THE UNION PACIFIC RAILROAD AND 4.5 METERS (15 FT) NORTH OF A
 KH0092'POWER POLE.
 KH0092'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KH0092'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0367 ***********************************************************************
 KG0367  DESIGNATION -  C 302
 KG0367  PID         -  KG0367
 KG0367  STATE/COUNTY-  KS/TREGO
 KG0367  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0367
 KG0367                         *CURRENT SURVEY CONTROL
 KG0367  ___________________________________________________________________
 KG0367* NAD 83(1986)-  39 00 04.     (N)    099 53 24.     (W)     SCALED    
 KG0367* NAVD 88     -       739.706  (meters)    2426.85   (feet)  ADJUSTED  
 KG0367  ___________________________________________________________________
 KG0367  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 KG0367  DYNAMIC HT  -         739.144 (meters)    2425.01  (feet)  COMP
 KG0367  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 KG0367
 KG0367  VERT ORDER  -  FIRST     CLASS II
 KG0367
 KG0367.The horizontal coordinates were scaled from a topographic map and have
 KG0367.an estimated accuracy of +/- 6 seconds.
 KG0367
 KG0367.The orthometric height was determined by differential leveling
 KG0367.and adjusted by the National Geodetic Survey in June 1991..
 KG0367
 KG0367.The geoid height was determined by GEOID03.
 KG0367
 KG0367.The dynamic height is computed by dividing the NAVD 88
 KG0367.geopotential number by the normal gravity value computed on the
 KG0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0367.degrees latitude (g = 980.6199 gals.).
 KG0367
 KG0367.The modeled gravity was interpolated from observed gravity values.
 KG0367
 KG0367;                    North         East    Units  Estimated Accuracy
 KG0367;SPC KS N     -    75,840.      236,300.      MT  (+/- 180 meters Scaled)
 KG0367
 KG0367                          SUPERSEDED SURVEY CONTROL
 KG0367
 KG0367  NGVD 29 (??/??/92)  739.402  (m)         2425.85   (f) ADJ UNCH    1 2
 KG0367
 KG0367.Superseded values are not recommended for survey control.
 KG0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0367.See file dsdata.txt to determine how the superseded data were derived.
 KG0367
 KG0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ229172(NAD 83)
 KG0367_MARKER: DB = BENCH MARK DISK
 KG0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0367_SP_SET: CULVERT
 KG0367_STAMPING: C 302 1953
 KG0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0367
 KG0367  HISTORY     - Date     Condition        Report By
 KG0367  HISTORY     - 1953     MONUMENTED       CGS
 KG0367  HISTORY     - 20060801 MARK NOT FOUND   INDIV
 KG0367
 KG0367                          STATION DESCRIPTION
 KG0367
 KG0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KG0367'1.4 MI S FROM WAKEENEY.
 KG0367'1.4 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 KG0367'U.S. HIGHWAY 40 AT WAKEENEY, 21 FEET WEST OF THE CENTER LINE OF
 KG0367'THE HIGHWAY, 56 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 KG0367'WEST ROAD, 0.1 MILE WEST OF A FARMHOUSE, SET IN THE TOP OF THE
 KG0367'CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 KG0367
 KG0367                          STATION RECOVERY (2006)
 KG0367
 KG0367'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (HFF)
 KG0367'THE CONCRETE CULVERT ON WHICH THE MARK WAS SET HAS BEEN REMOVED AND
 KG0367'REPLACED DURING CURRENT 2006 HIGHWAY IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0368 ***********************************************************************
 JG0368  DESIGNATION -  C 303
 JG0368  PID         -  JG0368
 JG0368  STATE/COUNTY-  KS/ELLIS
 JG0368  USGS QUAD   -  YOCEMENTO (1974)
 JG0368
 JG0368                         *CURRENT SURVEY CONTROL
 JG0368  ___________________________________________________________________
 JG0368* NAD 83(1986)-  38 54 50.     (N)    099 27 51.     (W)     SCALED    
 JG0368* NAVD 88     -       634.504  (meters)    2081.70   (feet)  ADJUSTED  
 JG0368  ___________________________________________________________________
 JG0368  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 JG0368  DYNAMIC HT  -         634.026 (meters)    2080.13  (feet)  COMP
 JG0368  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 JG0368
 JG0368  VERT ORDER  -  FIRST     CLASS II
 JG0368
 JG0368.The horizontal coordinates were scaled from a topographic map and have
 JG0368.an estimated accuracy of +/- 6 seconds.
 JG0368
 JG0368.The orthometric height was determined by differential leveling
 JG0368.and adjusted by the National Geodetic Survey in June 1991..
 JG0368
 JG0368.The geoid height was determined by GEOID03.
 JG0368
 JG0368.The dynamic height is computed by dividing the NAVD 88
 JG0368.geopotential number by the normal gravity value computed on the
 JG0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0368.degrees latitude (g = 980.6199 gals.).
 JG0368
 JG0368.The modeled gravity was interpolated from observed gravity values.
 JG0368
 JG0368;                    North         East    Units  Estimated Accuracy
 JG0368;SPC KS N     -    65,470.      273,020.      MT  (+/- 180 meters Scaled)
 JG0368
 JG0368                          SUPERSEDED SURVEY CONTROL
 JG0368
 JG0368  NGVD 29 (??/??/92)  634.235  (m)         2080.82   (f) ADJ UNCH    1 2
 JG0368
 JG0368.Superseded values are not recommended for survey control.
 JG0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0368.See file dsdata.txt to determine how the superseded data were derived.
 JG0368
 JG0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ597073(NAD 83)
 JG0368_MARKER: DB = BENCH MARK DISK
 JG0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0368_STAMPING: C 303 1953
 JG0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0368+STABILITY: SURFACE MOTION
 JG0368
 JG0368  HISTORY     - Date     Condition        Report By
 JG0368  HISTORY     - 1953     MONUMENTED       CGS
 JG0368
 JG0368                          STATION DESCRIPTION
 JG0368
 JG0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0368'5.6 MI E FROM ELLIS.
 JG0368'5.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JG0368'ELLIS, 0.1 MILE EAST OF A NORTH AND SOUTH ROAD, 121.5 FEET
 JG0368'NORTH OF THE CENTER LINE OF THE HIGHWAY, 42.1 FEET SOUTH OF THE
 JG0368'SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 46 FEET SOUTHWEST
 JG0368'OF RAILROAD BATTERY BOX 2902, 36 FEET WEST OF A TELEPHONE POLE,
 JG0368'5.9 FEET NORTH OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, SET
 JG0368'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 JG0368'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0257 ***********************************************************************
 JG0257  DESIGNATION -  C 304
 JG0257  PID         -  JG0257
 JG0257  STATE/COUNTY-  KS/RUSSELL
 JG0257  USGS QUAD   -  RUSSELL NW (1967)
 JG0257
 JG0257                         *CURRENT SURVEY CONTROL
 JG0257  ___________________________________________________________________
 JG0257* NAD 83(1986)-  38 53 09.     (N)    098 58 59.     (W)     SCALED    
 JG0257* NAVD 88     -       583.061  (meters)    1912.93   (feet)  ADJUSTED  
 JG0257  ___________________________________________________________________
 JG0257  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0257  DYNAMIC HT  -         582.642 (meters)    1911.55  (feet)  COMP
 JG0257  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 JG0257
 JG0257  VERT ORDER  -  FIRST     CLASS II
 JG0257
 JG0257.The horizontal coordinates were scaled from a topographic map and have
 JG0257.an estimated accuracy of +/- 6 seconds.
 JG0257
 JG0257.The orthometric height was determined by differential leveling
 JG0257.and adjusted by the National Geodetic Survey in June 1991..
 JG0257
 JG0257.The geoid height was determined by GEOID03.
 JG0257
 JG0257.The dynamic height is computed by dividing the NAVD 88
 JG0257.geopotential number by the normal gravity value computed on the
 JG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0257.degrees latitude (g = 980.6199 gals.).
 JG0257
 JG0257.The modeled gravity was interpolated from observed gravity values.
 JG0257
 JG0257;                    North         East    Units  Estimated Accuracy
 JG0257;SPC KS N     -    61,800.      314,710.      MT  (+/- 180 meters Scaled)
 JG0257
 JG0257                          SUPERSEDED SURVEY CONTROL
 JG0257
 JG0257  NGVD 29 (??/??/92)  582.832  (m)         1912.17   (f) ADJ UNCH    1 2
 JG0257
 JG0257.Superseded values are not recommended for survey control.
 JG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0257.See file dsdata.txt to determine how the superseded data were derived.
 JG0257
 JG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ014041(NAD 83)
 JG0257_MARKER: DB = BENCH MARK DISK
 JG0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0257_STAMPING: C 304 1953
 JG0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0257+STABILITY: SURFACE MOTION
 JG0257
 JG0257  HISTORY     - Date     Condition        Report By
 JG0257  HISTORY     - 1953     MONUMENTED       CGS
 JG0257  HISTORY     - 1959     GOOD             NGS
 JG0257
 JG0257                          STATION DESCRIPTION
 JG0257
 JG0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0257'2.2 MI E FROM GORHAM.
 JG0257'2.25 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JG0257'GORHAM, 0.4 MILE SOUTH OF THE UNION PACIFIC RAILROAD, 97 FEET
 JG0257'EAST OF THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 75.5 FEET
 JG0257'NORTH OF THE CENTER LINE OF THE HIGHWAY, 10.8 FEET NORTHWEST OF
 JG0257'A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1.2 FEET EAST OF A
 JG0257'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JG0257'0.4 FOOT ABOVE THE GROUND.
 JG0257
 JG0257                          STATION RECOVERY (1959)
 JG0257
 JG0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 JG0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0231 ***********************************************************************
 JG0231  DESIGNATION -  C 305
 JG0231  PID         -  JG0231
 JG0231  STATE/COUNTY-  KS/RUSSELL
 JG0231  USGS QUAD   -  DORRANCE NW (1967)
 JG0231
 JG0231                         *CURRENT SURVEY CONTROL
 JG0231  ___________________________________________________________________
 JG0231* NAD 83(1986)-  38 52 37.     (N)    098 42 54.     (W)     SCALED    
 JG0231* NAVD 88     -       564.330  (meters)    1851.47   (feet)  ADJUSTED  
 JG0231  ___________________________________________________________________
 JG0231  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 JG0231  DYNAMIC HT  -         563.933 (meters)    1850.17  (feet)  COMP
 JG0231  MODELED GRAV-     979,905.1   (mgal)                       NAVD 88
 JG0231
 JG0231  VERT ORDER  -  FIRST     CLASS II
 JG0231
 JG0231.The horizontal coordinates were scaled from a topographic map and have
 JG0231.an estimated accuracy of +/- 6 seconds.
 JG0231
 JG0231.The orthometric height was determined by differential leveling
 JG0231.and adjusted by the National Geodetic Survey in June 1991..
 JG0231
 JG0231.The geoid height was determined by GEOID03.
 JG0231
 JG0231.The dynamic height is computed by dividing the NAVD 88
 JG0231.geopotential number by the normal gravity value computed on the
 JG0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0231.degrees latitude (g = 980.6199 gals.).
 JG0231
 JG0231.The modeled gravity was interpolated from observed gravity values.
 JG0231
 JG0231;                    North         East    Units  Estimated Accuracy
 JG0231;SPC KS N     -    60,590.      337,960.      MT  (+/- 180 meters Scaled)
 JG0231
 JG0231                          SUPERSEDED SURVEY CONTROL
 JG0231
 JG0231  NGVD 29 (??/??/92)  564.126  (m)         1850.80   (f) ADJ UNCH    1 2
 JG0231
 JG0231.Superseded values are not recommended for survey control.
 JG0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0231.See file dsdata.txt to determine how the superseded data were derived.
 JG0231
 JG0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ247031(NAD 83)
 JG0231_MARKER: DB = BENCH MARK DISK
 JG0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0231_STAMPING: C 305 1953
 JG0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0231+STABILITY: SURFACE MOTION
 JG0231
 JG0231  HISTORY     - Date     Condition        Report By
 JG0231  HISTORY     - 1953     MONUMENTED       CGS
 JG0231
 JG0231                          STATION DESCRIPTION
 JG0231
 JG0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0231'0.5 MI W FROM BUNKER HILL.
 JG0231'0.5 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0231'AT BUNKER HILL, 21.5 FEET EAST OF MILEPOST 254, 43 FEET NORTH OF
 JG0231'THE NORTH RAIL, 3.5 FEET SOUTH OF A FENCE, 2 FEET WEST OF A
 JG0231'WITNESS POST, IN LINE WITH A ROW OF TELEPHONE POLES, SET IN THE
 JG0231'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0032 ***********************************************************************
 HG0032  DESIGNATION -  C 307
 HG0032  PID         -  HG0032
 HG0032  STATE/COUNTY-  KS/KINGMAN
 HG0032  USGS QUAD   -  KINGMAN (1983)
 HG0032
 HG0032                         *CURRENT SURVEY CONTROL
 HG0032  ___________________________________________________________________
 HG0032* NAD 83(1986)-  37 39 40.     (N)    098 07 23.     (W)     SCALED    
 HG0032* NAVD 88     -       485.721  (meters)    1593.57   (feet)  ADJUSTED  
 HG0032  ___________________________________________________________________
 HG0032  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HG0032  DYNAMIC HT  -         485.322 (meters)    1592.26  (feet)  COMP
 HG0032  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 HG0032
 HG0032  VERT ORDER  -  FIRST     CLASS II
 HG0032
 HG0032.This mark is at Kingman Municipal Airport (9K8)
 HG0032
 HG0032.The horizontal coordinates were scaled from a topographic map and have
 HG0032.an estimated accuracy of +/- 6 seconds.
 HG0032
 HG0032.The orthometric height was determined by differential leveling
 HG0032.and adjusted by the National Geodetic Survey in June 1991..
 HG0032
 HG0032.The geoid height was determined by GEOID03.
 HG0032
 HG0032.The dynamic height is computed by dividing the NAVD 88
 HG0032.geopotential number by the normal gravity value computed on the
 HG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0032.degrees latitude (g = 980.6199 gals.).
 HG0032
 HG0032.The modeled gravity was interpolated from observed gravity values.
 HG0032
 HG0032;                    North         East    Units  Estimated Accuracy
 HG0032;SPC KS S     -   510,440.      433,260.      MT  (+/- 180 meters Scaled)
 HG0032
 HG0032                          SUPERSEDED SURVEY CONTROL
 HG0032
 HG0032  NGVD 29 (??/??/92)  485.544  (m)         1592.99   (f) ADJ UNCH    1 2
 HG0032
 HG0032.Superseded values are not recommended for survey control.
 HG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0032.See file dsdata.txt to determine how the superseded data were derived.
 HG0032
 HG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG773685(NAD 83)
 HG0032_MARKER: DB = BENCH MARK DISK
 HG0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0032_STAMPING: C 307 1953
 HG0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0032+STABILITY: SURFACE MOTION
 HG0032
 HG0032  HISTORY     - Date     Condition        Report By
 HG0032  HISTORY     - 1953     MONUMENTED       CGS
 HG0032  HISTORY     - 1977     GOOD             LOCENG
 HG0032  HISTORY     - 1977     GOOD             LOCENG
 HG0032
 HG0032                          STATION DESCRIPTION
 HG0032
 HG0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0032'1.5 MI NW FROM KINGMAN.
 HG0032'1.0 MILE NORTH ALONG MAIN STREET FROM THE HIGH SCHOOL AT KINGMAN,
 HG0032'THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, AT THE ENTRANCE TO
 HG0032'THE KINGMAN MUNICIPAL AIRPORT, 186 FEET WEST OF THE NORTHWEST
 HG0032'CORNER OF THE SOUTH HANGAR, 95 FEET NORTH OF THE CENTER LINE
 HG0032'OF AN EAST AND WEST ROAD, 17 FEET EAST OF THE CENTER OF THE
 HG0032'ENTRANCE TO THE AIRPORT, 4 FEET EAST OF A POWER POLE, 2.6 FEET
 HG0032'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HG0032'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0032
 HG0032                          STATION RECOVERY (1977)
 HG0032
 HG0032'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HG0032'RECOVERED IN GOOD CONDITION.
 HG0032
 HG0032                          STATION RECOVERY (1977)
 HG0032
 HG0032'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HG0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0745 ***********************************************************************
 HG0745  DESIGNATION -  C 307 RESET
 HG0745  PID         -  HG0745
 HG0745  STATE/COUNTY-  KS/KINGMAN
 HG0745  USGS QUAD   -  KINGMAN (1983)
 HG0745
 HG0745                         *CURRENT SURVEY CONTROL
 HG0745  ___________________________________________________________________
 HG0745* NAD 83(1997)-  37 39 39.75359(N)    098 07 23.14074(W)     ADJUSTED  
 HG0745* NAVD 88     -       485.334  (meters)    1592.30   (feet)  ADJUSTED  
 HG0745  ___________________________________________________________________
 HG0745  X           -    -714,395.235 (meters)                     COMP
 HG0745  Y           -  -5,005,139.185 (meters)                     COMP
 HG0745  Z           -   3,876,008.402 (meters)                     COMP
 HG0745  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 HG0745  ELLIP HEIGHT-         457.13  (meters)          (08/16/04) GPS OBS
 HG0745  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HG0745  DYNAMIC HT  -         484.935 (meters)    1590.99  (feet)  COMP
 HG0745  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 HG0745
 HG0745  HORZ ORDER  -  FIRST
 HG0745  VERT ORDER  -  FIRST     CLASS II
 HG0745  ELLP ORDER  -  FOURTH    CLASS II
 HG0745
 HG0745.This mark is at Kingman Municipal Airport (9K8)
 HG0745
 HG0745.The horizontal coordinates were established by GPS observations
 HG0745.and adjusted by the National Geodetic Survey in December 1997..
 HG0745.No horizontal observational check was made to the station.
 HG0745
 HG0745.The orthometric height was determined by differential leveling
 HG0745.and adjusted by the National Geodetic Survey in June 1991..
 HG0745
 HG0745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG0745
 HG0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0745
 HG0745.The ellipsoidal height was determined by GPS observations
 HG0745.and is referenced to NAD 83.
 HG0745
 HG0745.The geoid height was determined by GEOID03.
 HG0745
 HG0745.The dynamic height is computed by dividing the NAVD 88
 HG0745.geopotential number by the normal gravity value computed on the
 HG0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0745.degrees latitude (g = 980.6199 gals.).
 HG0745
 HG0745.The modeled gravity was interpolated from observed gravity values.
 HG0745
 HG0745;                    North         East     Units Scale Factor Converg.
 HG0745;SPC KS S     -   510,427.555   433,254.425   MT  0.99994589   +0 13 53.8
 HG0745;UTM  14      - 4,168,569.726   577,343.732   MT  0.99967368   +0 32 08.9
 HG0745
 HG0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0745!SPC KS S     -   0.99992827  x   0.99994589  =   0.99987417
 HG0745!UTM  14      -   0.99992827  x   0.99967368  =   0.99960198
 HG0745
 HG0745:                Primary Azimuth Mark                     Grid Az
 HG0745:SPC KS S     -  FAA 9K8 A                                353 01 42.3
 HG0745:UTM  14      -  FAA 9K8 A                                352 43 27.2
 HG0745
 HG0745|---------------------------------------------------------------------|
 HG0745| PID    Reference Object                     Distance      Geod. Az  |
 HG0745|                                                           dddmmss.s |
 HG0745| HG1053 FAA 9K8 A                           APPROX. 0.5 KM 3531536.1 |
 HG0745|---------------------------------------------------------------------|
 HG0745
 HG0745                          SUPERSEDED SURVEY CONTROL
 HG0745
 HG0745  ELLIP H (12/22/97)  457.15   (m)                       GP(       ) 4 1
 HG0745  NAD 83(1997)-  37 39 39.75984(N)    098 07 23.14380(W) AD(       ) 3
 HG0745  NAD 83(1986)-  37 39 39.76085(N)    098 07 23.13996(W) AD(       ) 3
 HG0745  NAVD 88 (12/22/97)  485.33   (m)         1592.3    (f) LEVELING    3  
 HG0745  NGVD 29 (10/18/91)  485.16   (m)         1591.7    (f) LEVELING    3  
 HG0745
 HG0745.Superseded values are not recommended for survey control.
 HG0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0745.See file dsdata.txt to determine how the superseded data were derived.
 HG0745
 HG0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7734468570(NAD 83)
 HG0745_MARKER: DV = VERTICAL CONTROL DISK
 HG0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0745_SP_SET: CONCRETE POST
 HG0745_STAMPING: C 307 RESET 1978
 HG0745_MARK LOGO: NGS   
 HG0745_PROJECTION: PROJECTING 10 CENTIMETERS
 HG0745_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0745+STABILITY: SURFACE MOTION
 HG0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0745+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 HG0745
 HG0745  HISTORY     - Date     Condition        Report By
 HG0745  HISTORY     - 1978     MONUMENTED       NGS
 HG0745  HISTORY     - 1986     GOOD             NGS
 HG0745  HISTORY     - 19910402 GOOD             NGS
 HG0745  HISTORY     - 19970306 GOOD             NGS
 HG0745  HISTORY     - 20011203 GOOD             KSDT
 HG0745
 HG0745                          STATION DESCRIPTION
 HG0745
 HG0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0745'3.4 KM (2.1 MI) NW FROM KINGMAN.
 HG0745'THE MARK IS 0.3 M ABOVE THE AVENUE.
 HG0745'1.3 KM (0.8 MI) WEST ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH THE
 HG0745'SANTA FE RAILROAD IN KINGMAN, THENCE 1.6 KM (1.0 MI) NORTH ALONG
 HG0745'BROADWAY STREET, THENCE 0.5 KM (0.3 MI) WEST ALONG KANSAS AVENUE, AT
 HG0745'THE KINGMAN MUNICIPAL AIRPORT, 33.4 M (109.6 FT) NORTH OF THE CENTER
 HG0745'OF A PAVED ROAD LEADING TO THE AIRPORT, 24.5 M (80.4 FT) NORTH OF THE
 HG0745'CENTER OF THE AVENUE, 8.0 M (26.2 FT) SOUTHWEST OF THE SOUTHWEST
 HG0745'CORNER OF A HANGAR, AND 1.0 M (3.3 FT) SOUTHWEST OF A UTILITY POLE.
 HG0745'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 HG0745
 HG0745                          STATION RECOVERY (1991)
 HG0745
 HG0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HG0745'NOTE THIS STATION WAS USED AS ONE OF THE STATION PAIRS AT AIRPORT FOR
 HG0745'KANSAS LORAN-C PROJECT 1991.
 HG0745'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHWEST OF KINGMAN, NEAR
 HG0745'THE ENTRANCE TO AND NEAR THE SOUTHWEST CORNER OF A HANGAR AT THE
 HG0745'KINGMAN MUNICIPAL AIRPORT.  OWNERSHIP-CITY OF KINGMAN RT 1, BOX 162
 HG0745'KINGMAN, KS 67068.  AIRPORT MANAGER IS BILL LINDT,
 HG0745'PHONE-316-532-3864.
 HG0745'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND MAIN
 HG0745'STREET (STATE ROUTE 14 LEADS TO THE SOUTH), IN KINGMAN, GO NORTH
 HG0745'ALONG MAIN STREET FOR 1.05 MI (1.69 KM) TO THE JUNCTION OF KANSAS
 HG0745'AVE. ON THE LEFT. TURN LEFT, WEST, ALONG KANSAS AVE. FOR 0.55 MI
 HG0745'(0.89 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT, THEN
 HG0745'QUICK LEFT, ALONG A TRACK ROAD FOR ABOUT 150 FT (45.7 M) TO THE
 HG0745'SOUTHWEST CORNER OF A HANGAR AND THE STATION ON THE RIGHT NEAR A
 HG0745'POWERLINE POLE.
 HG0745'STATION IS 28.0 FT (8.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF HANGAR
 HG0745'NO. 1 SOUTH, 45.0 FT (13.7 M) NORTH OF THE CENTER OF TRACK ROAD, 58.4
 HG0745'FT (17.8 M) NORTH OF THE CENTERLINE OF KANSAS AVE., 131.0 FT
 HG0745'(39.9 M) SOUTHEAST OF THE MOST EAST 1 OF 6 END RUNWAY LIGHTS, 3.0 FT
 HG0745'(0.9 M) WEST-SOUTHWEST OF A POWERLINE POLE, 1.2 FT (0.4 M)
 HG0745'NORTH-NORTHWEST OF A METAL WITNESS POST, AND PROJECTING ABOUT 7-CM
 HG0745'ABOVE THE SURFACE OF THE GROUND.
 HG0745'NOTIFY MANAGER OF WORK SCHEDULE.
 HG0745
 HG0745                          STATION RECOVERY (1997)
 HG0745
 HG0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HG0745'THE STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) NORTH-NORTHWEST OF
 HG0745'KINGMAN, AT THE KINGMAN MUNICIPAL AIRPORT, NEAR AND SOUTHWEST OF THE
 HG0745'SOUTHWEST CORNER OF THE FIRST HANGAR WEST OF THE AIRPORT ENTRANCE
 HG0745'ROAD, JUST NORTH OF A TRACK ROAD PARALLEL WITH KANSAS AVENUE,
 HG0745'SOUTHEAST OF RUNWAY END 36.  OWNERSHIP--CITY OF KINGMAN, ROUTE 1 BOX
 HG0745'162, KINGMAN KS 67068.  AIRPORT MANAGER IS ALLEN KERSCHEN, PHONE
 HG0745'316-532-3574.  ALTERNATE CONTACT IS BOB CROW, PHONE 532-5604.  TO
 HG0745'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND MAIN STREET
 HG0745'(STATE ROUTE 14 LEADS SOUTH) IN KINGMAN, GO NORTH FOR 1.69 KM (1.05
 HG0745'MI) ON MAIN STREET TO THE JUNCTION OF KANSAS AVENUE ON THE LEFT.  TURN
 HG0745'LEFT, WEST FOR 0.89 KM (0.55 MI) ON KANSAS AVENUE TO THE AIRPORT
 HG0745'ENTRANCE ON THE RIGHT.  TURN RIGHT, NORTH, THEN LEFT, WEST FOR ABOUT
 HG0745'45.7 M (149.9 FT) ON A DIRT TRACK ROAD TO THE STATION ON THE RIGHT,
 HG0745'JUST SOUTHWEST OF A UTILITY POLE.  STATION IS 40.0 M (131.2 FT)
 HG0745'SOUTHEAST OF THE EASTERNMOST 1 OF 6 RUNWAY END LIGHTS NEAR RUNWAY END
 HG0745'36, 24.3 M (79.7 FT) NORTH OF THE CENTER OF KANSAS AVENUE, 12.1 M
 HG0745'(39.7 FT) SOUTH OF THE CENTER OF A CONCRETE TAXI, 8.9 M (29.2 FT)
 HG0745'SOUTHEAST OF THE CENTER OF A CONCRETE TAXI, 8.2 M (26.9 FT) SOUTHWEST
 HG0745'OF THE SOUTHWEST CORNER OF HANGAR, 0.9 M (3.0 FT) SOUTHWEST OF UTILITY
 HG0745'POLE NUMBER 70, 0.4 M (1.3 FT) NORTH OF A METAL WITNESS POST, ABOUT
 HG0745'0.1 M (0.3 FT) HIGHER THAN THE TAXI AND PROJECTING 6 CM ABOVE GROUND.
 HG0745'NOTE--THIS STATION WAS SELECTED FOR USE AS AN AREA NAVIGATION APPROACH
 HG0745'SECONDARY AIRPORT CONTROL STATION.
 HG0745
 HG0745                          STATION RECOVERY (2001)
 HG0745
 HG0745'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2001 (LDM)
 HG0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0907 ***********************************************************************
 HF0907  DESIGNATION -  C 308
 HF0907  PID         -  HF0907
 HF0907  STATE/COUNTY-  KS/RENO
 HF0907  USGS QUAD   -  CASTLETON (1965)
 HF0907
 HF0907                         *CURRENT SURVEY CONTROL
 HF0907  ___________________________________________________________________
 HF0907* NAD 83(1986)-  37 50 24.     (N)    097 58 59.     (W)     SCALED    
 HF0907* NAVD 88     -       462.503  (meters)    1517.40   (feet)  ADJUSTED  
 HF0907  ___________________________________________________________________
 HF0907  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 HF0907  DYNAMIC HT  -         462.142 (meters)    1516.21  (feet)  COMP
 HF0907  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 HF0907
 HF0907  VERT ORDER  -  FIRST     CLASS II
 HF0907
 HF0907.The horizontal coordinates were scaled from a topographic map and have
 HF0907.an estimated accuracy of +/- 6 seconds.
 HF0907
 HF0907.The orthometric height was determined by differential leveling
 HF0907.and adjusted by the National Geodetic Survey in June 1991..
 HF0907
 HF0907.The geoid height was determined by GEOID03.
 HF0907
 HF0907.The dynamic height is computed by dividing the NAVD 88
 HF0907.geopotential number by the normal gravity value computed on the
 HF0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0907.degrees latitude (g = 980.6199 gals.).
 HF0907
 HF0907.The modeled gravity was interpolated from observed gravity values.
 HF0907
 HF0907;                    North         East    Units  Estimated Accuracy
 HF0907;SPC KS S     -   530,350.      445,500.      MT  (+/- 180 meters Scaled)
 HF0907
 HF0907                          SUPERSEDED SURVEY CONTROL
 HF0907
 HF0907  NGVD 29 (??/??/92)  462.344  (m)         1516.87   (f) ADJ UNCH    1 2
 HF0907
 HF0907.Superseded values are not recommended for survey control.
 HF0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0907.See file dsdata.txt to determine how the superseded data were derived.
 HF0907
 HF0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG894885(NAD 83)
 HF0907_MARKER: DB = BENCH MARK DISK
 HF0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0907_SP_SET: CONCRETE POST
 HF0907_STAMPING: C 308 1953
 HF0907_MARK LOGO: CGS   
 HF0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0907+STABILITY: SURFACE MOTION
 HF0907
 HF0907  HISTORY     - Date     Condition        Report By
 HF0907  HISTORY     - 1953     MONUMENTED       CGS
 HF0907  HISTORY     - 1986     GOOD             NGS
 HF0907
 HF0907                          STATION DESCRIPTION
 HF0907
 HF0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0907'2.1 MI SW FROM CASTLETON.
 HF0907'2.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0907'RAILROAD FROM THE STATION AT CASTLETON, 2 POLES NORTHEAST
 HF0907'OF A ROAD CROSSING, 40 FEET NORTHWEST OF THE NORTHWEST RAIL,
 HF0907'7 FEET NORTHWEST OF MILEPOST 15, 3.6 FEET SOUTHEAST OF A FENCE,
 HF0907'2.6 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 HF0907'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HF0907
 HF0907                          STATION RECOVERY (1986)
 HF0907
 HF0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HF0907'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM (3.1 MI)
 HF0907'WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE HIGHWAY 61
 HF0907'IN HUTCHINSON, THENCE 19.9 KM (12.35 MI) SOUTHERLY ALONG THE SANTA FE
 HF0907'RAILROAD.  DELETE--7 FEET NORTHWEST OF MILEPOST 15.  ADD--1.8 M
 HF0907'(5.9 FT) NORTHWEST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0164 ***********************************************************************
 HG0164  DESIGNATION -  C 309
 HG0164  PID         -  HG0164
 HG0164  STATE/COUNTY-  KS/KINGMAN
 HG0164  USGS QUAD   -  RAGO (1973)
 HG0164
 HG0164                         *CURRENT SURVEY CONTROL
 HG0164  ___________________________________________________________________
 HG0164* NAD 83(1986)-  37 23 48.     (N)    098 04 39.     (W)     SCALED    
 HG0164* NAVD 88     -       485.170  (meters)    1591.76   (feet)  ADJUSTED  
 HG0164  ___________________________________________________________________
 HG0164  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0164  DYNAMIC HT  -         484.763 (meters)    1590.43  (feet)  COMP
 HG0164  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 HG0164
 HG0164  VERT ORDER  -  FIRST     CLASS II
 HG0164
 HG0164.The horizontal coordinates were scaled from a topographic map and have
 HG0164.an estimated accuracy of +/- 6 seconds.
 HG0164
 HG0164.The orthometric height was determined by differential leveling
 HG0164.and adjusted by the National Geodetic Survey in June 1991..
 HG0164
 HG0164.The geoid height was determined by GEOID03.
 HG0164
 HG0164.The dynamic height is computed by dividing the NAVD 88
 HG0164.geopotential number by the normal gravity value computed on the
 HG0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0164.degrees latitude (g = 980.6199 gals.).
 HG0164
 HG0164.The modeled gravity was interpolated from observed gravity values.
 HG0164
 HG0164;                    North         East    Units  Estimated Accuracy
 HG0164;SPC KS S     -   481,100.      437,410.      MT  (+/- 180 meters Scaled)
 HG0164
 HG0164                          SUPERSEDED SURVEY CONTROL
 HG0164
 HG0164  NGVD 29 (??/??/92)  485.023  (m)         1591.28   (f) ADJ UNCH    1 2
 HG0164
 HG0164.Superseded values are not recommended for survey control.
 HG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0164.See file dsdata.txt to determine how the superseded data were derived.
 HG0164
 HG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG816392(NAD 83)
 HG0164_MARKER: DB = BENCH MARK DISK
 HG0164_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HG0164_SP_SET: HEADWALL
 HG0164_STAMPING: C 309 1953
 HG0164_MARK LOGO: CGS   
 HG0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0164+STABILITY: SURFACE MOTION
 HG0164
 HG0164  HISTORY     - Date     Condition        Report By
 HG0164  HISTORY     - 1953     MONUMENTED       CGS
 HG0164  HISTORY     - 1985     GOOD             NGS
 HG0164
 HG0164                          STATION DESCRIPTION
 HG0164
 HG0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0164'3.9 MI S FROM RAGO.
 HG0164'3.9 MILES SOUTH ALONG HE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0164'FROM THE STATION AT RAGO, 60 FEET EAST OF THE EAST RAIL, 36
 HG0164'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 14, SET IN THE
 HG0164'TOP OF THE CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 HG0164
 HG0164                          STATION RECOVERY (1985)
 HG0164
 HG0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0890 ***********************************************************************
 JF0890  DESIGNATION -  C 31
 JF0890  PID         -  JF0890
 JF0890  STATE/COUNTY-  KS/MCPHERSON
 JF0890  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0890
 JF0890                         *CURRENT SURVEY CONTROL
 JF0890  ___________________________________________________________________
 JF0890* NAD 83(1986)-  38 21 58.     (N)    097 44 26.     (W)     SCALED    
 JF0890* NAVD 88     -       452.855  (meters)    1485.74   (feet)  ADJUSTED  
 JF0890  ___________________________________________________________________
 JF0890  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 JF0890  DYNAMIC HT  -         452.523 (meters)    1484.65  (feet)  COMP
 JF0890  MODELED GRAV-     979,882.0   (mgal)                       NAVD 88
 JF0890
 JF0890  VERT ORDER  -  SECOND    CLASS 0
 JF0890
 JF0890.The horizontal coordinates were scaled from a topographic map and have
 JF0890.an estimated accuracy of +/- 6 seconds.
 JF0890
 JF0890.The orthometric height was determined by differential leveling
 JF0890.and adjusted by the National Geodetic Survey in June 1991..
 JF0890
 JF0890.The geoid height was determined by GEOID03.
 JF0890
 JF0890.The dynamic height is computed by dividing the NAVD 88
 JF0890.geopotential number by the normal gravity value computed on the
 JF0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0890.degrees latitude (g = 980.6199 gals.).
 JF0890
 JF0890.The modeled gravity was interpolated from observed gravity values.
 JF0890
 JF0890;                    North         East    Units  Estimated Accuracy
 JF0890;SPC KS S     -   588,890.      466,370.      MT  (+/- 180 meters Scaled)
 JF0890
 JF0890                          SUPERSEDED SURVEY CONTROL
 JF0890
 JF0890  NGVD 29 (??/??/92)  452.717  (m)         1485.29   (f) ADJ UNCH    2 0
 JF0890
 JF0890.Superseded values are not recommended for survey control.
 JF0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0890.See file dsdata.txt to determine how the superseded data were derived.
 JF0890
 JF0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH100471(NAD 83)
 JF0890_MARKER: DB = BENCH MARK DISK
 JF0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0890_STAMPING: C 31 1934
 JF0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0890+STABILITY: SURFACE MOTION
 JF0890
 JF0890  HISTORY     - Date     Condition        Report By
 JF0890  HISTORY     - 1934     MONUMENTED       CGS
 JF0890  HISTORY     - 1941     GOOD             NGS
 JF0890
 JF0890                          STATION DESCRIPTION
 JF0890
 JF0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JF0890'4 MI W FROM MC PHERSON.
 JF0890'ABOUT 4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0890'RAILWAY FROM MC PHERSON, MC PHERSON COUNTY, AT MILEAGE 51.00,
 JF0890'30 FEET WEST OF THE CENTERLINE OF A COUNTY ROAD, 120 FEET NORTH
 JF0890'OF THE CENTERLINE OF U.S. HIGHWAY 50 N, AND 45 FEET NORTH OF THE
 JF0890'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 31 1934 AND
 JF0890'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0191 ***********************************************************************
 HG0191  DESIGNATION -  C 310
 HG0191  PID         -  HG0191
 HG0191  STATE/COUNTY-  KS/HARPER
 HG0191  USGS QUAD   -  ANTHONY (1983)
 HG0191
 HG0191                         *CURRENT SURVEY CONTROL
 HG0191  ___________________________________________________________________
 HG0191* NAD 83(1986)-  37 09 07.     (N)    098 04 17.     (W)     SCALED    
 HG0191* NAVD 88     -       402.859  (meters)    1321.71   (feet)  ADJUSTED  
 HG0191  ___________________________________________________________________
 HG0191  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HG0191  DYNAMIC HT  -         402.522 (meters)    1320.61  (feet)  COMP
 HG0191  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 HG0191
 HG0191  VERT ORDER  -  FIRST     CLASS II
 HG0191
 HG0191.The horizontal coordinates were scaled from a topographic map and have
 HG0191.an estimated accuracy of +/- 6 seconds.
 HG0191
 HG0191.The orthometric height was determined by differential leveling
 HG0191.and adjusted by the National Geodetic Survey in June 1991..
 HG0191
 HG0191.The geoid height was determined by GEOID03.
 HG0191
 HG0191.The dynamic height is computed by dividing the NAVD 88
 HG0191.geopotential number by the normal gravity value computed on the
 HG0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0191.degrees latitude (g = 980.6199 gals.).
 HG0191
 HG0191.The modeled gravity was interpolated from observed gravity values.
 HG0191
 HG0191;                    North         East    Units  Estimated Accuracy
 HG0191;SPC KS S     -   453,950.      438,080.      MT  (+/- 180 meters Scaled)
 HG0191
 HG0191                          SUPERSEDED SURVEY CONTROL
 HG0191
 HG0191  NGVD 29 (??/??/92)  402.738  (m)         1321.32   (f) ADJ UNCH    1 2
 HG0191
 HG0191.Superseded values are not recommended for survey control.
 HG0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0191.See file dsdata.txt to determine how the superseded data were derived.
 HG0191
 HG0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG824121(NAD 83)
 HG0191_MARKER: DB = BENCH MARK DISK
 HG0191_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HG0191_SP_SET: BRIDGE ABUTMENT
 HG0191_STAMPING: C 310 1953
 HG0191_MARK LOGO: CGS   
 HG0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0191+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 HG0191
 HG0191  HISTORY     - Date     Condition        Report By
 HG0191  HISTORY     - 1953     MONUMENTED       CGS
 HG0191  HISTORY     - 1986     GOOD             NGS
 HG0191  HISTORY     - 19990316 GOOD             INDIV
 HG0191
 HG0191                          STATION DESCRIPTION
 HG0191
 HG0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0191'1.9 MI W FROM ANTHONY.
 HG0191'1.9 MILES WEST ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0191'AND SANTA FE RAILROAD STATION AT ANTHONY, 15 FEET NORTH OF THE
 HG0191'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END
 HG0191'OF THE NORTH GUARD RAIL OF A SMALL CONCRETE BRIDGE.
 HG0191
 HG0191                          STATION RECOVERY (1986)
 HG0191
 HG0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0191'RECOVERED IN GOOD CONDITION.
 HG0191
 HG0191                          STATION RECOVERY (1999)
 HG0191
 HG0191'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (RLE)
 HG0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0109 ***********************************************************************
 HG0109  DESIGNATION -  C 311
 HG0109  PID         -  HG0109
 HG0109  STATE/COUNTY-  KS/KINGMAN
 HG0109  USGS QUAD   -  KINGMAN (1983)
 HG0109
 HG0109                         *CURRENT SURVEY CONTROL
 HG0109  ___________________________________________________________________
 HG0109* NAD 83(1986)-  37 37 58.     (N)    098 04 51.     (W)     SCALED    
 HG0109* NAVD 88     -       459.793  (meters)    1508.50   (feet)  ADJUSTED  
 HG0109  ___________________________________________________________________
 HG0109  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 HG0109  DYNAMIC HT  -         459.415 (meters)    1507.26  (feet)  COMP
 HG0109  MODELED GRAV-     979,794.8   (mgal)                       NAVD 88
 HG0109
 HG0109  VERT ORDER  -  FIRST     CLASS II
 HG0109
 HG0109.The horizontal coordinates were scaled from a topographic map and have
 HG0109.an estimated accuracy of +/- 6 seconds.
 HG0109
 HG0109.The orthometric height was determined by differential leveling
 HG0109.and adjusted by the National Geodetic Survey in June 1991..
 HG0109
 HG0109.The geoid height was determined by GEOID03.
 HG0109
 HG0109.The dynamic height is computed by dividing the NAVD 88
 HG0109.geopotential number by the normal gravity value computed on the
 HG0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0109.degrees latitude (g = 980.6199 gals.).
 HG0109
 HG0109.The modeled gravity was interpolated from observed gravity values.
 HG0109
 HG0109;                    North         East    Units  Estimated Accuracy
 HG0109;SPC KS S     -   507,310.      437,000.      MT  (+/- 180 meters Scaled)
 HG0109
 HG0109                          SUPERSEDED SURVEY CONTROL
 HG0109
 HG0109  NGVD 29 (??/??/92)  459.635  (m)         1507.99   (f) ADJ UNCH    1 2
 HG0109
 HG0109.Superseded values are not recommended for survey control.
 HG0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0109.See file dsdata.txt to determine how the superseded data were derived.
 HG0109
 HG0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG811654(NAD 83)
 HG0109_MARKER: DB = BENCH MARK DISK
 HG0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0109_SP_SET: CONCRETE POST
 HG0109_STAMPING: C 311 1956
 HG0109_MARK LOGO: CGS   
 HG0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0109+STABILITY: SURFACE MOTION
 HG0109
 HG0109  HISTORY     - Date     Condition        Report By
 HG0109  HISTORY     - 1956     MONUMENTED       CGS
 HG0109  HISTORY     - 1986     GOOD             NGS
 HG0109
 HG0109                          STATION DESCRIPTION
 HG0109
 HG0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HG0109'2.3 MI E FROM KINGMAN.
 HG0109'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0109'AND SANTA FE RAILROAD STATION AT KINGMAN, THENCE 1.7 MILES
 HG0109'EAST ALONG A GRADED DIRT ROAD, 29 FEET SOUTH OF THE CENTER
 HG0109'LINE OF A ROAD, 14 FEET WEST OF A TELEPHONE POLE, 2.2 FEET EAST
 HG0109'OF A FENCE, 1.8 FEET NORTH OF A FENCE, 1 FOOT WEST OF A WITNESS
 HG0109'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 HG0109'ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 10, TOWNSHIP
 HG0109'28 SOUTH, RANGE 6 WEST.
 HG0109
 HG0109                          STATION RECOVERY (1986)
 HG0109
 HG0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0950 ***********************************************************************
 HF0950  DESIGNATION -  C 312
 HF0950  PID         -  HF0950
 HF0950  STATE/COUNTY-  KS/SEDGWICK
 HF0950  USGS QUAD   -  LAKE AFTON (1980)
 HF0950
 HF0950                         *CURRENT SURVEY CONTROL
 HF0950  ___________________________________________________________________
 HF0950* NAD 83(1986)-  37 31 51.     (N)    097 38 35.     (W)     SCALED    
 HF0950* NAVD 88     -       398.045  (meters)    1305.92   (feet)  ADJUSTED  
 HF0950  ___________________________________________________________________
 HF0950  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HF0950  DYNAMIC HT  -         397.719 (meters)    1304.85  (feet)  COMP
 HF0950  MODELED GRAV-     979,801.0   (mgal)                       NAVD 88
 HF0950
 HF0950  VERT ORDER  -  SECOND    CLASS 0
 HF0950
 HF0950.The horizontal coordinates were scaled from a topographic map and have
 HF0950.an estimated accuracy of +/- 6 seconds.
 HF0950
 HF0950.The orthometric height was determined by differential leveling
 HF0950.and adjusted by the National Geodetic Survey in June 1991..
 HF0950
 HF0950.The geoid height was determined by GEOID03.
 HF0950
 HF0950.The dynamic height is computed by dividing the NAVD 88
 HF0950.geopotential number by the normal gravity value computed on the
 HF0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0950.degrees latitude (g = 980.6199 gals.).
 HF0950
 HF0950.The modeled gravity was interpolated from observed gravity values.
 HF0950
 HF0950;                    North         East    Units  Estimated Accuracy
 HF0950;SPC KS S     -   496,260.      475,740.      MT  (+/- 180 meters Scaled)
 HF0950
 HF0950                          SUPERSEDED SURVEY CONTROL
 HF0950
 HF0950  NGVD 29 (??/??/92)  397.911  (m)         1305.48   (f) ADJ UNCH    2 0
 HF0950
 HF0950.Superseded values are not recommended for survey control.
 HF0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0950.See file dsdata.txt to determine how the superseded data were derived.
 HF0950
 HF0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG198546(NAD 83)
 HF0950_MARKER: DB = BENCH MARK DISK
 HF0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0950_STAMPING: C 312 1956
 HF0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0950+STABILITY: SURFACE MOTION
 HF0950
 HF0950  HISTORY     - Date     Condition        Report By
 HF0950  HISTORY     - 1956     MONUMENTED       CGS
 HF0950
 HF0950                          STATION DESCRIPTION
 HF0950
 HF0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0950'3.3 MI N FROM VIOLA.
 HF0950'0.25 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0950'RAILROAD FROM THE STATION AT VIOLA, THENCE 3.05 MILES NORTH ALONG
 HF0950'AN OILED ROAD, 90 FEET EAST OF THE SOUTHEAST CORNER OF A BRICK
 HF0950'FARMHOUSE, 52 FEET WEST OF THE CENTER LINE OF AN OILED ROAD, 11
 HF0950'FEET WEST OF A POWER POLE, 2 FEET SOUTH OF A WHITE BOARD FENCE,
 HF0950'SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT BELOW THE
 HF0950'TOP OF THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 16, TOWNSHIP
 HF0950'29 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1029 ***********************************************************************
 HF1029  DESIGNATION -  C 313
 HF1029  PID         -  HF1029
 HF1029  STATE/COUNTY-  KS/SEDGWICK
 HF1029  USGS QUAD   -  CHENEY (1982)
 HF1029
 HF1029                         *CURRENT SURVEY CONTROL
 HF1029  ___________________________________________________________________
 HF1029* NAD 83(1986)-  37 40 35.     (N)    097 46 48.     (W)     SCALED    
 HF1029* NAVD 88     -       421.994  (meters)    1384.49   (feet)  ADJUSTED  
 HF1029  ___________________________________________________________________
 HF1029  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HF1029  DYNAMIC HT  -         421.654 (meters)    1383.38  (feet)  COMP
 HF1029  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 HF1029
 HF1029  VERT ORDER  -  SECOND    CLASS 0
 HF1029
 HF1029.The horizontal coordinates were scaled from a topographic map and have
 HF1029.an estimated accuracy of +/- 6 seconds.
 HF1029
 HF1029.The orthometric height was determined by differential leveling
 HF1029.and adjusted by the National Geodetic Survey in June 1991..
 HF1029
 HF1029.The geoid height was determined by GEOID03.
 HF1029
 HF1029.The dynamic height is computed by dividing the NAVD 88
 HF1029.geopotential number by the normal gravity value computed on the
 HF1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1029.degrees latitude (g = 980.6199 gals.).
 HF1029
 HF1029.The modeled gravity was interpolated from observed gravity values.
 HF1029
 HF1029;                    North         East    Units  Estimated Accuracy
 HF1029;SPC KS S     -   512,310.      463,510.      MT  (+/- 180 meters Scaled)
 HF1029
 HF1029                          SUPERSEDED SURVEY CONTROL
 HF1029
 HF1029  NGVD 29 (??/??/92)  421.848  (m)         1384.01   (f) ADJ UNCH    2 0
 HF1029
 HF1029.Superseded values are not recommended for survey control.
 HF1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1029.See file dsdata.txt to determine how the superseded data were derived.
 HF1029
 HF1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG075706(NAD 83)
 HF1029_MARKER: DB = BENCH MARK DISK
 HF1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1029_STAMPING: C 313 1956
 HF1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1029+STABILITY: SURFACE MOTION
 HF1029
 HF1029  HISTORY     - Date     Condition        Report By
 HF1029  HISTORY     - 1956     MONUMENTED       CGS
 HF1029  HISTORY     - 1967     GOOD             NGS
 HF1029
 HF1029                          STATION DESCRIPTION
 HF1029
 HF1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1029'4.3 MI N FROM CHENEY.
 HF1029'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1029'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A GRADED
 HF1029'DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54, THENCE
 HF1029'1.0 MILE NORTH ALONG A GRADED DIRT ROAD, 45 FEET SOUTH OF THE
 HF1029'CENTER LINE OF A ROAD LEADING EAST, 32 FEET EAST OF THE CENTER
 HF1029'LINE OF A NORTH AND SOUTH ROAD, 85 FEET NORTH OF A TELEPHONE
 HF1029'POLE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 HF1029'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN
 HF1029'SECTION 29, TOWNSHIP 27 SOUTH, RANGE 4 WEST.
 HF1029
 HF1029                          STATION RECOVERY (1967)
 HF1029
 HF1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HF1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0853 ***********************************************************************
 HF0853  DESIGNATION -  C 314
 HF0853  PID         -  HF0853
 HF0853  STATE/COUNTY-  KS/SUMNER
 HF0853  USGS QUAD   -  CALDWELL NW (1971)
 HF0853
 HF0853                         *CURRENT SURVEY CONTROL
 HF0853  ___________________________________________________________________
 HF0853* NAD 83(1986)-  37 13 44.     (N)    097 40 28.     (W)     SCALED    
 HF0853* NAVD 88     -       362.325  (meters)    1188.73   (feet)  ADJUSTED  
 HF0853  ___________________________________________________________________
 HF0853  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HF0853  DYNAMIC HT  -         362.023 (meters)    1187.74  (feet)  COMP
 HF0853  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 HF0853
 HF0853  VERT ORDER  -  SECOND    CLASS 0
 HF0853
 HF0853.The horizontal coordinates were scaled from a topographic map and have
 HF0853.an estimated accuracy of +/- 6 seconds.
 HF0853
 HF0853.The orthometric height was determined by differential leveling
 HF0853.and adjusted by the National Geodetic Survey in June 1991..
 HF0853
 HF0853.The geoid height was determined by GEOID03.
 HF0853
 HF0853.The dynamic height is computed by dividing the NAVD 88
 HF0853.geopotential number by the normal gravity value computed on the
 HF0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0853.degrees latitude (g = 980.6199 gals.).
 HF0853
 HF0853.The modeled gravity was interpolated from observed gravity values.
 HF0853
 HF0853;                    North         East    Units  Estimated Accuracy
 HF0853;SPC KS S     -   462,720.      473,260.      MT  (+/- 180 meters Scaled)
 HF0853
 HF0853                          SUPERSEDED SURVEY CONTROL
 HF0853
 HF0853  NGVD 29 (??/??/92)  362.213  (m)         1188.36   (f) ADJ UNCH    2 0
 HF0853
 HF0853.Superseded values are not recommended for survey control.
 HF0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0853.See file dsdata.txt to determine how the superseded data were derived.
 HF0853
 HF0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG175210(NAD 83)
 HF0853_MARKER: DB = BENCH MARK DISK
 HF0853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0853_SP_SET: ABUTMENT
 HF0853_STAMPING: C 314 1956
 HF0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0853
 HF0853  HISTORY     - Date     Condition        Report By
 HF0853  HISTORY     - 1956     MONUMENTED       CGS
 HF0853
 HF0853                          STATION DESCRIPTION
 HF0853
 HF0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0853'1.9 MI S FROM MILAN.
 HF0853'1.9 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 HF0853'MILAN, 0.1 MILE NORTH OF A JUNCTION WITH A ROAD LEADING WEST,
 HF0853'16 FEET WEST OF THE CENTER LINE OF A ROAD, SET IN THE TOP OF
 HF0853'THE WEST END OF THE SOUTH ABUTMENT OF A CONCRETE BRIDGE OVER THE
 HF0853'CHIKASKIA RIVER, IN THE SOUTHEAST 1/4 OF SECTION 30.  TOWNSHIP
 HF0853'32 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1050 ***********************************************************************
 HF1050  DESIGNATION -  C 315
 HF1050  PID         -  HF1050
 HF1050  STATE/COUNTY-  KS/RENO
 HF1050  USGS QUAD   -  CASTLETON (1965)
 HF1050
 HF1050                         *CURRENT SURVEY CONTROL
 HF1050  ___________________________________________________________________
 HF1050* NAD 83(1986)-  37 50 22.     (N)    097 56 08.     (W)     SCALED    
 HF1050* NAVD 88     -       444.637  (meters)    1458.78   (feet)  ADJUSTED  
 HF1050  ___________________________________________________________________
 HF1050  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 HF1050  DYNAMIC HT  -         444.292 (meters)    1457.65  (feet)  COMP
 HF1050  MODELED GRAV-     979,840.0   (mgal)                       NAVD 88
 HF1050
 HF1050  VERT ORDER  -  SECOND    CLASS 0
 HF1050
 HF1050.The horizontal coordinates were scaled from a topographic map and have
 HF1050.an estimated accuracy of +/- 6 seconds.
 HF1050
 HF1050.The orthometric height was determined by differential leveling
 HF1050.and adjusted by the National Geodetic Survey in June 1991..
 HF1050
 HF1050.The geoid height was determined by GEOID03.
 HF1050
 HF1050.The dynamic height is computed by dividing the NAVD 88
 HF1050.geopotential number by the normal gravity value computed on the
 HF1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1050.degrees latitude (g = 980.6199 gals.).
 HF1050
 HF1050.The modeled gravity was interpolated from observed gravity values.
 HF1050
 HF1050;                    North         East    Units  Estimated Accuracy
 HF1050;SPC KS S     -   530,310.      449,680.      MT  (+/- 180 meters Scaled)
 HF1050
 HF1050                          SUPERSEDED SURVEY CONTROL
 HF1050
 HF1050  NGVD 29 (??/??/92)  444.488  (m)         1458.29   (f) ADJ UNCH    2 0
 HF1050
 HF1050.Superseded values are not recommended for survey control.
 HF1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1050.See file dsdata.txt to determine how the superseded data were derived.
 HF1050
 HF1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG936885(NAD 83)
 HF1050_MARKER: DB = BENCH MARK DISK
 HF1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1050_STAMPING: C 315 1956
 HF1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1050+STABILITY: SURFACE MOTION
 HF1050
 HF1050  HISTORY     - Date     Condition        Report By
 HF1050  HISTORY     - 1956     MONUMENTED       CGS
 HF1050
 HF1050                          STATION DESCRIPTION
 HF1050
 HF1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1050'4.1 MI SE FROM CASTLETON.
 HF1050'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF1050'RAILROAD FROM THE STATION AT CASTLETON, THENCE 0.9 MILE EAST
 HF1050'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 HF1050'ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, 57 FEET EAST
 HF1050'OF THE CENTER LINE OF STATE HIGHWAY 17, 37 FEET NORTH OF THE
 HF1050'CENTER LINE OF AN EAST AND WEST ROAD, 8 FEET NORTH OF A FENCE
 HF1050'CORNER, 2 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 HF1050'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 HF1050'THE GROUND, IN SECTION 25, TOWNSHIP 25 SOUTH, RANGE 6 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0833 ***********************************************************************
 HF0833  DESIGNATION -  C 316
 HF0833  PID         -  HF0833
 HF0833  STATE/COUNTY-  KS/SUMNER
 HF0833  USGS QUAD   -  CALDWELL (1971)
 HF0833
 HF0833                         *CURRENT SURVEY CONTROL
 HF0833  ___________________________________________________________________
 HF0833* NAD 83(1986)-  37 02 01.     (N)    097 34 57.     (W)     SCALED    
 HF0833* NAVD 88     -       349.314  (meters)    1146.04   (feet)  ADJUSTED  
 HF0833  ___________________________________________________________________
 HF0833  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HF0833  DYNAMIC HT  -         349.023 (meters)    1145.09  (feet)  COMP
 HF0833  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 HF0833
 HF0833  VERT ORDER  -  SECOND    CLASS 0
 HF0833
 HF0833.The horizontal coordinates were scaled from a topographic map and have
 HF0833.an estimated accuracy of +/- 6 seconds.
 HF0833
 HF0833.The orthometric height was determined by differential leveling
 HF0833.and adjusted by the National Geodetic Survey in June 1991..
 HF0833
 HF0833.The geoid height was determined by GEOID03.
 HF0833
 HF0833.The dynamic height is computed by dividing the NAVD 88
 HF0833.geopotential number by the normal gravity value computed on the
 HF0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0833.degrees latitude (g = 980.6199 gals.).
 HF0833
 HF0833.The modeled gravity was interpolated from observed gravity values.
 HF0833
 HF0833;                    North         East    Units  Estimated Accuracy
 HF0833;SPC KS S     -   441,130.      481,640.      MT  (+/- 180 meters Scaled)
 HF0833
 HF0833                          SUPERSEDED SURVEY CONTROL
 HF0833
 HF0833  NGVD 29 (??/??/92)  349.206  (m)         1145.69   (f) ADJ UNCH    2 0
 HF0833
 HF0833.Superseded values are not recommended for survey control.
 HF0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0833.See file dsdata.txt to determine how the superseded data were derived.
 HF0833
 HF0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF260995(NAD 83)
 HF0833_MARKER: DB = BENCH MARK DISK
 HF0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0833_STAMPING: C 316 1956
 HF0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0833+STABILITY: SURFACE MOTION
 HF0833
 HF0833  HISTORY     - Date     Condition        Report By
 HF0833  HISTORY     - 1956     MONUMENTED       CGS
 HF0833
 HF0833                          STATION DESCRIPTION
 HF0833
 HF0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0833'1.2 MI E FROM CALDWELL.
 HF0833'1.2 MILES EAST ALONG U.S. HIGHWAY 81 FROM THE ATCHISON, TOPEKA
 HF0833'AND SANTA FE RAILROAD STATION AT CALDWELL, AT THE CALDWELL AIRPORT,
 HF0833'64 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 18
 HF0833'FEET NORTH OF THE NORTHWEST CORNER OF THE NORTHEAST HANGAR, SET
 HF0833'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 HF0833'GROUND, IN SECTION 1, TOWNSHIP 35 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0339 ***********************************************************************
 JH0339  DESIGNATION -  C 32
 JH0339  PID         -  JH0339
 JH0339  STATE/COUNTY-  KS/HAMILTON
 JH0339  USGS QUAD   -  EAST BRIDGE CREEK SOUTH (1966)
 JH0339
 JH0339                         *CURRENT SURVEY CONTROL
 JH0339  ___________________________________________________________________
 JH0339* NAD 83(1986)-  38 01 53.     (N)    101 57 59.     (W)     SCALED    
 JH0339* NAVD 88     -      1019.078  (meters)    3343.43   (feet)  ADJUSTED  
 JH0339  ___________________________________________________________________
 JH0339  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 JH0339  DYNAMIC HT  -        1018.134 (meters)    3340.33  (feet)  COMP
 JH0339  MODELED GRAV-     979,668.3   (mgal)                       NAVD 88
 JH0339
 JH0339  VERT ORDER  -  FIRST     CLASS II
 JH0339
 JH0339.The horizontal coordinates were scaled from a topographic map and have
 JH0339.an estimated accuracy of +/- 6 seconds.
 JH0339
 JH0339.The orthometric height was determined by differential leveling
 JH0339.and adjusted by the National Geodetic Survey in June 1991..
 JH0339
 JH0339.The geoid height was determined by GEOID03.
 JH0339
 JH0339.The dynamic height is computed by dividing the NAVD 88
 JH0339.geopotential number by the normal gravity value computed on the
 JH0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0339.degrees latitude (g = 980.6199 gals.).
 JH0339
 JH0339.The modeled gravity was interpolated from observed gravity values.
 JH0339
 JH0339;                    North         East    Units  Estimated Accuracy
 JH0339;SPC KS S     -   557,120.       95,760.      MT  (+/- 180 meters Scaled)
 JH0339
 JH0339                          SUPERSEDED SURVEY CONTROL
 JH0339
 JH0339  NGVD 29 (??/??/92) 1018.664  (m)         3342.07   (f) ADJ UNCH    1 2
 JH0339
 JH0339.Superseded values are not recommended for survey control.
 JH0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0339.See file dsdata.txt to determine how the superseded data were derived.
 JH0339
 JH0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH396134(NAD 83)
 JH0339_MARKER: DB = BENCH MARK DISK
 JH0339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JH0339_SP_SET: RETAINING WALL
 JH0339_STAMPING: C 32 1934
 JH0339_MARK LOGO: CGS   
 JH0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0339+STABILITY: SURFACE MOTION
 JH0339
 JH0339  HISTORY     - Date     Condition        Report By
 JH0339  HISTORY     - 1934     MONUMENTED       CGS
 JH0339  HISTORY     - 1954     GOOD             NGS
 JH0339  HISTORY     - 1986     GOOD             NGS
 JH0339
 JH0339                          STATION DESCRIPTION
 JH0339
 JH0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0339'2.5 MI E FROM COOLIDGE.
 JH0339'ABOUT 2.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JH0339'RAILWAY FROM THE STATION AT COOLIDGE, HAMILTON COUNTY, AT
 JH0339'MILEAGE 466.24, 75 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 JH0339'50, AT BRIDGE 466 B, IN THE TOP OF THE SOUTH SIDE OF THE WEST
 JH0339'BRIDGE SEAT, AND 10 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 JH0339'TRACK.  A STANDARD DISK, STAMPED C 32 1934.  NOTE-- LARGE CRACK
 JH0339'IN CONCRETE BRIDGE SEAT MAKES ELEVATION DOUBTFUL.
 JH0339
 JH0339                          STATION RECOVERY (1954)
 JH0339
 JH0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JH0339'RECOVERED IN GOOD CONDITION.
 JH0339
 JH0339                          STATION RECOVERY (1986)
 JH0339
 JH0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0339'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 JH0339'ADD--4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 50 FROM THE POST OFFICE AT
 JH0339'COOLIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1193 ***********************************************************************
 JE1193  DESIGNATION -  C 324
 JE1193  PID         -  JE1193
 JE1193  STATE/COUNTY-  KS/COFFEY
 JE1193  USGS QUAD   -  WAVERLY NW (1983)
 JE1193
 JE1193                         *CURRENT SURVEY CONTROL
 JE1193  ___________________________________________________________________
 JE1193* NAD 83(1986)-  38 24 08.     (N)    095 38 15.     (W)     SCALED    
 JE1193* NAVD 88     -       339.764  (meters)    1114.71   (feet)  ADJUSTED  
 JE1193  ___________________________________________________________________
 JE1193  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JE1193  DYNAMIC HT  -         339.519 (meters)    1113.91  (feet)  COMP
 JE1193  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 JE1193
 JE1193  VERT ORDER  -  SECOND    CLASS 0
 JE1193
 JE1193.The horizontal coordinates were scaled from a topographic map and have
 JE1193.an estimated accuracy of +/- 6 seconds.
 JE1193
 JE1193.The orthometric height was determined by differential leveling
 JE1193.and adjusted by the National Geodetic Survey in June 1991..
 JE1193
 JE1193.The geoid height was determined by GEOID03.
 JE1193
 JE1193.The dynamic height is computed by dividing the NAVD 88
 JE1193.geopotential number by the normal gravity value computed on the
 JE1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1193.degrees latitude (g = 980.6199 gals.).
 JE1193
 JE1193.The modeled gravity was interpolated from observed gravity values.
 JE1193
 JE1193;                    North         East    Units  Estimated Accuracy
 JE1193;SPC KS S     -   596,460.      650,000.      MT  (+/- 180 meters Scaled)
 JE1193
 JE1193                          SUPERSEDED SURVEY CONTROL
 JE1193
 JE1193  NGVD 29 (??/??/92)  339.598  (m)         1114.16   (f) ADJ UNCH    2 0
 JE1193
 JE1193.Superseded values are not recommended for survey control.
 JE1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1193.See file dsdata.txt to determine how the superseded data were derived.
 JE1193
 JE1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC696537(NAD 83)
 JE1193_MARKER: DB = BENCH MARK DISK
 JE1193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1193_SP_SET: BRIDGE
 JE1193_STAMPING: C 324
 JE1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1193
 JE1193  HISTORY     - Date     Condition        Report By
 JE1193  HISTORY     - UNK      MONUMENTED       CGS
 JE1193  HISTORY     - 1960     GOOD             NGS
 JE1193
 JE1193                          STATION DESCRIPTION
 JE1193
 JE1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JE1193'2 MI NW FROM WAVERLY.
 JE1193'0.15 MILE SOUTH ALONG A OILED ROAD FROM THE RAILROAD DEPOT AT
 JE1193'WAVERLY, THENCE 2.15 MILES WEST ALONG A GRAVELED ROAD, THENCE
 JE1193'0.9 MILE NORTH ALONG A GRAVELED ROAD, 0.1 MILE SOUTH OF U.S.
 JE1193'HIGHWAY 50, 10 FEET WEST OF THE CENTER OF THE ROAD, 1.5 FEET
 JE1193'NORTH OF THE WEST RAIL, CEMENTED IN A DRILL HOLE IN THE WEST
 JE1193'HEADWALL OF A CONCRETE BRIDGE, ABOUT 8 INCHES HIGHER THAN THE
 JE1193'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0126 ***********************************************************************
 JF0126  DESIGNATION -  C 325
 JF0126  PID         -  JF0126
 JF0126  STATE/COUNTY-  KS/WABAUNSEE
 JF0126  USGS QUAD   -  KEENE (1983)
 JF0126
 JF0126                         *CURRENT SURVEY CONTROL
 JF0126  ___________________________________________________________________
 JF0126* NAD 83(1986)-  38 56 14.     (N)    096 04 35.     (W)     SCALED    
 JF0126* NAVD 88     -       375.098  (meters)    1230.63   (feet)  ADJUSTED  
 JF0126  ___________________________________________________________________
 JF0126  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JF0126  DYNAMIC HT  -         374.840 (meters)    1229.79  (feet)  COMP
 JF0126  MODELED GRAV-     979,929.3   (mgal)                       NAVD 88
 JF0126
 JF0126  VERT ORDER  -  SECOND    CLASS 0
 JF0126
 JF0126.The horizontal coordinates were scaled from a topographic map and have
 JF0126.an estimated accuracy of +/- 6 seconds.
 JF0126
 JF0126.The orthometric height was determined by differential leveling
 JF0126.and adjusted by the National Geodetic Survey in June 1991..
 JF0126
 JF0126.The geoid height was determined by GEOID03.
 JF0126
 JF0126.The dynamic height is computed by dividing the NAVD 88
 JF0126.geopotential number by the normal gravity value computed on the
 JF0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0126.degrees latitude (g = 980.6199 gals.).
 JF0126
 JF0126.The modeled gravity was interpolated from observed gravity values.
 JF0126
 JF0126;                    North         East    Units  Estimated Accuracy
 JF0126;SPC KS N     -    68,810.      566,770.      MT  (+/- 180 meters Scaled)
 JF0126
 JF0126                          SUPERSEDED SURVEY CONTROL
 JF0126
 JF0126  NGVD 29 (??/??/92)  374.948  (m)         1230.14   (f) ADJ UNCH    2 0
 JF0126
 JF0126.Superseded values are not recommended for survey control.
 JF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0126.See file dsdata.txt to determine how the superseded data were derived.
 JF0126
 JF0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ534138(NAD 83)
 JF0126_MARKER: DB = BENCH MARK DISK
 JF0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0126_SP_SET: CULVERT
 JF0126_STAMPING: C 325 1960
 JF0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0126
 JF0126  HISTORY     - Date     Condition        Report By
 JF0126  HISTORY     - 1960     MONUMENTED       CGS
 JF0126  HISTORY     - 1961     GOOD             NGS
 JF0126  HISTORY     - 1978     GOOD             NGS
 JF0126  HISTORY     - 20050504 MARK NOT FOUND   NGS
 JF0126
 JF0126                          STATION DESCRIPTION
 JF0126
 JF0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JF0126'6.6 MI NE FROM ESKRIDGE.
 JF0126'6.6 MILES EAST AND NORTH ALONG STATE HIGHWAY 4 FROM THE POST
 JF0126'OFFICE AT ESKRIDGE, 0.05 MILE NORTH OF A FRAME HOUSE, 15 FEET
 JF0126'EAST OF THE CENTER OF THE HIGHWAY, 10 FEET NORTH OF THE WITNESS
 JF0126'POST, CEMENTED IN THE EAST HEADWALL OF A CONCRETE CULVERT, 2.5
 JF0126'FEET SOUTH OF THE NORTH END OF THE CULVERT, ABOUT LEVEL WITH
 JF0126'THE HIGHWAY.
 JF0126
 JF0126                          STATION RECOVERY (1978)
 JF0126
 JF0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 JF0126'RECOVERED IN GOOD CONDITION.
 JF0126
 JF0126                          STATION RECOVERY (2005)
 JF0126
 JF0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 JF0126'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE KANSAS STATE
 JF0126'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 JF0126'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1218 ***********************************************************************
 JE1218  DESIGNATION -  C 326
 JE1218  PID         -  JE1218
 JE1218  STATE/COUNTY-  KS/OSAGE
 JE1218  USGS QUAD   -  CARBONDALE (1983)
 JE1218
 JE1218                         *CURRENT SURVEY CONTROL
 JE1218  ___________________________________________________________________
 JE1218* NAD 83(1986)-  38 52 09.     (N)    095 41 34.     (W)     SCALED    
 JE1218* NAVD 88     -       297.387  (meters)     975.68   (feet)  ADJUSTED  
 JE1218  ___________________________________________________________________
 JE1218  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JE1218  DYNAMIC HT  -         297.185 (meters)     975.01  (feet)  COMP
 JE1218  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 JE1218
 JE1218  VERT ORDER  -  SECOND    CLASS 0
 JE1218
 JE1218.The horizontal coordinates were scaled from a topographic map and have
 JE1218.an estimated accuracy of +/- 6 seconds.
 JE1218
 JE1218.The orthometric height was determined by differential leveling
 JE1218.and adjusted by the National Geodetic Survey in June 1991..
 JE1218
 JE1218.The geoid height was determined by GEOID03.
 JE1218
 JE1218.The dynamic height is computed by dividing the NAVD 88
 JE1218.geopotential number by the normal gravity value computed on the
 JE1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1218.degrees latitude (g = 980.6199 gals.).
 JE1218
 JE1218.The modeled gravity was interpolated from observed gravity values.
 JE1218
 JE1218;                    North         East    Units  Estimated Accuracy
 JE1218;SPC KS S     -   648,130.      643,610.      MT  (+/- 180 meters Scaled)
 JE1218
 JE1218                          SUPERSEDED SURVEY CONTROL
 JE1218
 JE1218  NGVD 29 (??/??/92)  297.253  (m)          975.24   (f) ADJ UNCH    2 0
 JE1218
 JE1218.Superseded values are not recommended for survey control.
 JE1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1218.See file dsdata.txt to determine how the superseded data were derived.
 JE1218
 JE1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD663057(NAD 83)
 JE1218_MARKER: DB = BENCH MARK DISK
 JE1218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1218_SP_SET: BRIDGE
 JE1218_STAMPING: C 326 1961
 JE1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1218
 JE1218  HISTORY     - Date     Condition        Report By
 JE1218  HISTORY     - 1961     MONUMENTED       CGS
 JE1218
 JE1218                          STATION DESCRIPTION
 JE1218
 JE1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JE1218'1.2 MI S FROM WAKARUSA.
 JE1218'1.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1218'FROM THE STATION AT WAKARUSA, 50 FEET NORTHEAST OF MILE POST
 JE1218'NUMBER 64, 11 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 7 FEET
 JE1218'NORTHEAST OF THE WITNESS POST, CEMENTED IN A DRILL HOLE 1.5 FEET
 JE1218'NORTHEAST OF THE SOUTHEAST END OF A CONCRETE BRIDGE THAT IS ABOUT
 JE1218'5 FEET LOWER THAN THE RAIL, THIS BRIDGE IS WEST OF THE KITCHEN
 JE1218'TRAILER COURT ON THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1398 ***********************************************************************
 JE1398  DESIGNATION -  C 327
 JE1398  PID         -  JE1398
 JE1398  STATE/COUNTY-  KS/FRANKLIN
 JE1398  USGS QUAD   -  WILLIAMSBURG (1983)
 JE1398
 JE1398                         *CURRENT SURVEY CONTROL
 JE1398  ___________________________________________________________________
 JE1398* NAD 83(1986)-  38 29 52.     (N)    095 27 11.     (W)     SCALED    
 JE1398* NAVD 88     -       336.476  (meters)    1103.92   (feet)  ADJUSTED  
 JE1398  ___________________________________________________________________
 JE1398  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 JE1398  DYNAMIC HT  -         336.237 (meters)    1103.14  (feet)  COMP
 JE1398  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 JE1398
 JE1398  VERT ORDER  -  SECOND    CLASS 0
 JE1398
 JE1398.The horizontal coordinates were scaled from a topographic map and have
 JE1398.an estimated accuracy of +/- 6 seconds.
 JE1398
 JE1398.The orthometric height was determined by differential leveling
 JE1398.and adjusted by the National Geodetic Survey in June 1991..
 JE1398
 JE1398.The geoid height was determined by GEOID03.
 JE1398
 JE1398.The dynamic height is computed by dividing the NAVD 88
 JE1398.geopotential number by the normal gravity value computed on the
 JE1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1398.degrees latitude (g = 980.6199 gals.).
 JE1398
 JE1398.The modeled gravity was interpolated from observed gravity values.
 JE1398
 JE1398;                    North         East    Units  Estimated Accuracy
 JE1398;SPC KS S     -   607,570.      665,750.      MT  (+/- 180 meters Scaled)
 JE1398
 JE1398                          SUPERSEDED SURVEY CONTROL
 JE1398
 JE1398  NGVD 29 (??/??/92)  336.336  (m)         1103.46   (f) ADJ UNCH    2 0
 JE1398
 JE1398.Superseded values are not recommended for survey control.
 JE1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1398.See file dsdata.txt to determine how the superseded data were derived.
 JE1398
 JE1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC860638(NAD 83)
 JE1398_MARKER: DB = BENCH MARK DISK
 JE1398_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1398_SP_SET: BRIDGE
 JE1398_STAMPING: C 327 1974
 JE1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1398
 JE1398  HISTORY     - Date     Condition        Report By
 JE1398  HISTORY     - 1974     MONUMENTED       NGS
 JE1398
 JE1398                          STATION DESCRIPTION
 JE1398
 JE1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1398'1.3 MI E FROM WILLIAMSBURG.
 JE1398'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1398'STATE HIGHWAY 273 (EXIT NO 170), WHICH IS ABOUT 1 MILE NORTH OF
 JE1398'WILLIAMSBURG, GO EAST ALONG I-35 FOR 1.3 MILES TO THE MARK SET IN THE
 JE1398'TOP OF THE NORTHEAST WINGWALL OF THE SOUTH ONE OF TWO BRIDGES OVER A
 JE1398'COUNTY ROAD.  THE MARK IS 19.0 FEET NORTH OF THE CENTERLINE OF THE
 JE1398'EAST BOUND LANE OF HIGHWAY AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1448 ***********************************************************************
 JE1448  DESIGNATION -  C 328
 JE1448  PID         -  JE1448
 JE1448  STATE/COUNTY-  KS/FRANKLIN
 JE1448  USGS QUAD   -  WELLSVILLE (1973)
 JE1448
 JE1448                         *CURRENT SURVEY CONTROL
 JE1448  ___________________________________________________________________
 JE1448* NAD 83(1986)-  38 42 40.     (N)    095 03 23.     (W)     SCALED    
 JE1448* NAVD 88     -       303.486  (meters)     995.69   (feet)  ADJUSTED  
 JE1448  ___________________________________________________________________
 JE1448  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JE1448  DYNAMIC HT  -         303.278 (meters)     995.00  (feet)  COMP
 JE1448  MODELED GRAV-     979,936.3   (mgal)                       NAVD 88
 JE1448
 JE1448  VERT ORDER  -  SECOND    CLASS 0
 JE1448
 JE1448.The horizontal coordinates were scaled from a topographic map and have
 JE1448.an estimated accuracy of +/- 6 seconds.
 JE1448
 JE1448.The orthometric height was determined by differential leveling
 JE1448.and adjusted by the National Geodetic Survey in June 1991..
 JE1448
 JE1448.The geoid height was determined by GEOID03.
 JE1448
 JE1448.The dynamic height is computed by dividing the NAVD 88
 JE1448.geopotential number by the normal gravity value computed on the
 JE1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1448.degrees latitude (g = 980.6199 gals.).
 JE1448
 JE1448.The modeled gravity was interpolated from observed gravity values.
 JE1448
 JE1448;                    North         East    Units  Estimated Accuracy
 JE1448;SPC KS S     -   632,440.      699,460.      MT  (+/- 180 meters Scaled)
 JE1448
 JE1448                          SUPERSEDED SURVEY CONTROL
 JE1448
 JE1448  NGVD 29 (??/??/92)  303.364  (m)          995.29   (f) ADJ UNCH    2 0
 JE1448
 JE1448.Superseded values are not recommended for survey control.
 JE1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1448.See file dsdata.txt to determine how the superseded data were derived.
 JE1448
 JE1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC212867(NAD 83)
 JE1448_MARKER: DB = BENCH MARK DISK
 JE1448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1448_SP_SET: CULVERT
 JE1448_STAMPING: C 328 1974
 JE1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1448+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000
 JE1448
 JE1448  HISTORY     - Date     Condition        Report By
 JE1448  HISTORY     - 1974     MONUMENTED       NGS
 JE1448  HISTORY     - 20001211 GOOD             LOCENG
 JE1448
 JE1448                          STATION DESCRIPTION
 JE1448
 JE1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1448'1.25 MI NE FROM WELLSVILLE.
 JE1448'ABOUT 1.25 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1448'JUNCTION WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE SOUTH OF
 JE1448'WELLSVILLE, AT THE MIAMI-FRANKLIN COUNTY LINE, 44.0 FEET SOUTHEAST OF
 JE1448'THE CENTERLINE OF THE NORTHEAST BOUND LANE OF HIGHWAY, 19.0 FEET EAST
 JE1448'OF THE SOUTHEAST LEG OF THE COUNTY LINE SIGN AND 2.0 FEET NORTHWEST OF
 JE1448'THE SOUTHEAST EDGE OF THE ARCH OF THE CULVERT.  SET IN THE TOP OF THE
 JE1448'ARCH OF A LARGE CULVERT AND IS ABOUT 3.0 FEET BELOW THE LEVEL OF THE
 JE1448'HIGHWAY.
 JE1448
 JE1448                          STATION RECOVERY (2000)
 JE1448
 JE1448'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 JE1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0305 ***********************************************************************
 HH0305  DESIGNATION -  C 33
 HH0305  PID         -  HH0305
 HH0305  STATE/COUNTY-  KS/KEARNY
 HH0305  USGS QUAD   -  DEERFIELD NE (1978)
 HH0305
 HH0305                         *CURRENT SURVEY CONTROL
 HH0305  ___________________________________________________________________
 HH0305* NAD 83(1986)-  37 58 52.     (N)    101 07 22.     (W)     SCALED    
 HH0305* NAVD 88     -       896.922  (meters)    2942.65   (feet)  ADJUSTED  
 HH0305  ___________________________________________________________________
 HH0305  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 HH0305  DYNAMIC HT  -         896.114 (meters)    2940.00  (feet)  COMP
 HH0305  MODELED GRAV-     979,697.9   (mgal)                       NAVD 88
 HH0305
 HH0305  VERT ORDER  -  FIRST     CLASS II
 HH0305
 HH0305.The horizontal coordinates were scaled from a topographic map and have
 HH0305.an estimated accuracy of +/- 6 seconds.
 HH0305
 HH0305.The orthometric height was determined by differential leveling
 HH0305.and adjusted by the National Geodetic Survey in June 1991..
 HH0305
 HH0305.The geoid height was determined by GEOID03.
 HH0305
 HH0305.The dynamic height is computed by dividing the NAVD 88
 HH0305.geopotential number by the normal gravity value computed on the
 HH0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0305.degrees latitude (g = 980.6199 gals.).
 HH0305
 HH0305.The modeled gravity was interpolated from observed gravity values.
 HH0305
 HH0305;                    North         East    Units  Estimated Accuracy
 HH0305;SPC KS S     -   549,120.      169,620.      MT  (+/- 180 meters Scaled)
 HH0305
 HH0305                          SUPERSEDED SURVEY CONTROL
 HH0305
 HH0305  NGVD 29 (??/??/92)  896.518  (m)         2941.33   (f) ADJ UNCH    1 2
 HH0305
 HH0305.Superseded values are not recommended for survey control.
 HH0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0305.See file dsdata.txt to determine how the superseded data were derived.
 HH0305
 HH0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH135058(NAD 83)
 HH0305_MARKER: DB = BENCH MARK DISK
 HH0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0305_STAMPING: C 33 1934
 HH0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0305+STABILITY: SURFACE MOTION
 HH0305
 HH0305  HISTORY     - Date     Condition        Report By
 HH0305  HISTORY     - 1934     MONUMENTED       CGS
 HH0305  HISTORY     - 1960     MARK NOT FOUND   NGS
 HH0305
 HH0305                          STATION DESCRIPTION
 HH0305
 HH0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0305'0.4 MI E FROM DEERFIELD.
 HH0305'ABOUT 0.4 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0305'RAILWAY FROM DEERFIELD, KEARNY COUNTY, ABOUT 60 FEET SOUTH OF
 HH0305'SIGNAL 4161, 49 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 HH0305'AND 35 FEET NORTHEAST OF THE CENTER LINE OF A ROAD AT ITS TURN
 HH0305'SOUTH FROM PARALLELISM WITH THE TRACK.  A STANDARD DISK, STAMPED
 HH0305'C 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0305
 HH0305                          STATION RECOVERY (1960)
 HH0305
 HH0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HH0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0469 ***********************************************************************
 KF0469  DESIGNATION -  C 331
 KF0469  PID         -  KF0469
 KF0469  STATE/COUNTY-  KS/OTTAWA
 KF0469  USGS QUAD   -  MINNEAPOLIS NORTH (1965)
 KF0469
 KF0469                         *CURRENT SURVEY CONTROL
 KF0469  ___________________________________________________________________
 KF0469* NAD 83(1986)-  39 07 56.     (N)    097 42 50.     (W)     SCALED    
 KF0469* NAVD 88     -       381.867  (meters)    1252.84   (feet)  ADJUSTED  
 KF0469  ___________________________________________________________________
 KF0469  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 KF0469  DYNAMIC HT  -         381.621 (meters)    1252.03  (feet)  COMP
 KF0469  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 KF0469
 KF0469  VERT ORDER  -  SECOND    CLASS 0
 KF0469
 KF0469.The horizontal coordinates were scaled from a topographic map and have
 KF0469.an estimated accuracy of +/- 6 seconds.
 KF0469
 KF0469.The orthometric height was determined by differential leveling
 KF0469.and adjusted by the National Geodetic Survey in June 1991..
 KF0469
 KF0469.The geoid height was determined by GEOID03.
 KF0469
 KF0469.The dynamic height is computed by dividing the NAVD 88
 KF0469.geopotential number by the normal gravity value computed on the
 KF0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0469.degrees latitude (g = 980.6199 gals.).
 KF0469
 KF0469.The modeled gravity was interpolated from observed gravity values.
 KF0469
 KF0469;                    North         East    Units  Estimated Accuracy
 KF0469;SPC KS N     -    88,730.      424,740.      MT  (+/- 180 meters Scaled)
 KF0469
 KF0469                          SUPERSEDED SURVEY CONTROL
 KF0469
 KF0469  NGVD 29 (??/??/92)  381.760  (m)         1252.49   (f) ADJ UNCH    2 0
 KF0469
 KF0469.Superseded values are not recommended for survey control.
 KF0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0469.See file dsdata.txt to determine how the superseded data were derived.
 KF0469
 KF0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ111322(NAD 83)
 KF0469_MARKER: DB = BENCH MARK DISK
 KF0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0469_STAMPING: C 331 1960
 KF0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0469+STABILITY: SURFACE MOTION
 KF0469
 KF0469  HISTORY     - Date     Condition        Report By
 KF0469  HISTORY     - 1960     MONUMENTED       CGS
 KF0469
 KF0469                          STATION DESCRIPTION
 KF0469
 KF0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0469'0.4 MI NE FROM MINNEAPOLIS.
 KF0469'0.45 MILE NORTHEAST ALONG THE SANTA FE RAILROAD FROM THE STATION
 KF0469'AT MINNEAPOLIS TO A ROAD CROSSING, 53 FEET EAST FROM THE CENTER
 KF0469'LINE OF THE ROAD, 44 FEET NORTH FROM THE NORTH RAIL, 2.6 FEET
 KF0469'NORTHEAST FROM A METAL WITNESS POST WITH SIGN, 1.8 FEET SOUTH FROM
 KF0469'THE RIGHT OF WAY FENCE, SET IN A CYLINDRICAL CONCRETE MONUMENT
 KF0469'PROJECTING 8-INCHES ABOVE GROUND AND ABOUT 5 FEET LOWER THAN
 KF0469'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0064 ***********************************************************************
 JG0064  DESIGNATION -  C 332
 JG0064  PID         -  JG0064
 JG0064  STATE/COUNTY-  KS/ELLSWORTH
 JG0064  USGS QUAD   -  WILSON (1979)
 JG0064
 JG0064                         *CURRENT SURVEY CONTROL
 JG0064  ___________________________________________________________________
 JG0064* NAD 83(1997)-  38 50 04.55751(N)    098 25 51.43935(W)     ADJUSTED  
 JG0064* NAVD 88     -       528.623  (meters)    1734.32   (feet)  ADJUSTED  
 JG0064  ___________________________________________________________________
 JG0064  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 JG0064  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 JG0064  DYNAMIC HT  -         528.257 (meters)    1733.12  (feet)  COMP
 JG0064  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 JG0064
 JG0064  HORZ ORDER  -  THIRD
 JG0064  VERT ORDER  -  SECOND    CLASS 0
 JG0064
 JG0064.The horizontal coordinates were established by classical geodetic methods
 JG0064.and adjusted by the National Geodetic Survey in October 1998..
 JG0064
 JG0064.The orthometric height was determined by differential leveling
 JG0064.and adjusted by the National Geodetic Survey in June 1991..
 JG0064
 JG0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0064
 JG0064.The geoid height was determined by GEOID03.
 JG0064
 JG0064.The dynamic height is computed by dividing the NAVD 88
 JG0064.geopotential number by the normal gravity value computed on the
 JG0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0064.degrees latitude (g = 980.6199 gals.).
 JG0064
 JG0064.The modeled gravity was interpolated from observed gravity values.
 JG0064
 JG0064;                    North         East     Units Scale Factor Converg.
 JG0064;SPC KS N     -    55,734.863   362,581.900   MT  0.99998306   -0 16 21.6
 JG0064;SPC KS S     -   640,624.820   405,995.371   MT  1.00006400   +0 02 32.7
 JG0064;UTM  14      - 4,298,575.950   549,389.262   MT  0.99963004   +0 21 24.6
 JG0064
 JG0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0064!SPC KS N     -   0.99992121  x   0.99998306  =   0.99990427
 JG0064!SPC KS S     -   0.99992121  x   1.00006400  =   0.99998520
 JG0064!UTM  14      -   0.99992121  x   0.99963004  =   0.99955128
 JG0064
 JG0064                          SUPERSEDED SURVEY CONTROL
 JG0064
 JG0064  NAD 83(1986)-  38 50 04.56538(N)    098 25 51.43985(W) AD(       ) 3
 JG0064  NAD 27      -  38 50 04.53100(N)    098 25 50.20700(W) AD(       ) 3
 JG0064  NGVD 29 (??/??/92)  528.452  (m)         1733.76   (f) ADJ UNCH    2 0
 JG0064
 JG0064.Superseded values are not recommended for survey control.
 JG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0064.See file dsdata.txt to determine how the superseded data were derived.
 JG0064
 JG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH4938998576(NAD 83)
 JG0064_MARKER: DB = BENCH MARK DISK
 JG0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0064_SP_SET: CULVERT
 JG0064_STAMPING: C 332 1961
 JG0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0064
 JG0064  HISTORY     - Date     Condition        Report By
 JG0064  HISTORY     - 1961     MONUMENTED       CGS
 JG0064  HISTORY     - 1961     GOOD             CGS
 JG0064
 JG0064                          STATION DESCRIPTION
 JG0064
 JG0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WH)
 JG0064'A STANDARD BENCH MARK DISK, SET IN THE TOP AND CENTER OF THE
 JG0064'SOUTH HEADWALL OF A SUBSTANTIAL AND NEWLY CONSTRUCTED CONCRETE
 JG0064'CULVERT UNDER THE ENTRANCE ROAD LEADING TO A GOVERNMENT
 JG0064'INSTALLATION, STAMPED C 332 1961.
 JG0064'
 JG0064'FROM WILSON, 2-1/2 MILES EASTWARD ALONG U.S. HIGHWAY 40 FROM
 JG0064'THE CENTER OF TOWN TO A NEWLY PAVED ROAD NORTH, THENCE 1-1/2
 JG0064'MILE NORTHWARD TO THE ENTRANCE ROAD, ABOUT 100 YARDS WEST FROM
 JG0064'WHERE THE ENTRANCE ROAD TURNS OFF THE ROAD LEADING NORTH.
 JG0064
 JG0064                          STATION RECOVERY (1961)
 JG0064
 JG0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JG0064'2 MI NE FROM WILSON.
 JG0064'ALONG THE ENTRANCE ROAD, SET IN THE TOP AND CENTER OF THE SOUTH
 JG0064'HEADWALL OF A SUBSTANTIAL AND NEWLY CONSTRUCTED CONCRETE CULVERT,
 JG0064'246.7 METERS FROM THE TRIANGULATION STATION WIL 1961 WHICH IS
 JG0064'SITUATED ON THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0336 ***********************************************************************
 HF0336  DESIGNATION -  C 334
 HF0336  PID         -  HF0336
 HF0336  STATE/COUNTY-  KS/BUTLER
 HF0336  USGS QUAD   -  EL DORADO NW (1961)
 HF0336
 HF0336                         *CURRENT SURVEY CONTROL
 HF0336  ___________________________________________________________________
 HF0336* NAD 83(1986)-  37 59 04.     (N)    096 59 11.     (W)     SCALED    
 HF0336* NAVD 88     -       420.690  (meters)    1380.21   (feet)  ADJUSTED  
 HF0336  ___________________________________________________________________
 HF0336  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 HF0336  DYNAMIC HT  -         420.367 (meters)    1379.15  (feet)  COMP
 HF0336  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 HF0336
 HF0336  VERT ORDER  -  SECOND    CLASS 0
 HF0336
 HF0336.The horizontal coordinates were scaled from a topographic map and have
 HF0336.an estimated accuracy of +/- 6 seconds.
 HF0336
 HF0336.The orthometric height was determined by differential leveling
 HF0336.and adjusted by the National Geodetic Survey in June 1991..
 HF0336
 HF0336.The geoid height was determined by GEOID03.
 HF0336
 HF0336.The dynamic height is computed by dividing the NAVD 88
 HF0336.geopotential number by the normal gravity value computed on the
 HF0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0336.degrees latitude (g = 980.6199 gals.).
 HF0336
 HF0336.The modeled gravity was interpolated from observed gravity values.
 HF0336
 HF0336;                    North         East    Units  Estimated Accuracy
 HF0336;SPC KS S     -   547,330.      532,960.      MT  (+/- 180 meters Scaled)
 HF0336
 HF0336                          SUPERSEDED SURVEY CONTROL
 HF0336
 HF0336  NGVD 29 (??/??/92)  420.552  (m)         1379.76   (f) ADJ UNCH    2 0
 HF0336
 HF0336.Superseded values are not recommended for survey control.
 HF0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0336.See file dsdata.txt to determine how the superseded data were derived.
 HF0336
 HF0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH768060(NAD 83)
 HF0336_MARKER: DB = BENCH MARK DISK
 HF0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0336_SP_SET: CULVERT
 HF0336_STAMPING: C 334 1962
 HF0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0336
 HF0336  HISTORY     - Date     Condition        Report By
 HF0336  HISTORY     - 1962     MONUMENTED       CGS
 HF0336  HISTORY     - 20060613 GOOD             INDIV
 HF0336  HISTORY     - 20060613 GOOD             INDIV
 HF0336
 HF0336                          STATION DESCRIPTION
 HF0336
 HF0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0336'7.5 MI W FROM DE GRAFF.
 HF0336'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0336'DE GRAFF, THENCE 7.2 MILES WEST ALONG A BLACKTOP ROAD, 0.1
 HF0336'MILE EAST OF A ROAD CROSSING, 93.5 FEET SOUTHEAST OF A FENCE
 HF0336'CORNER, 24 FEET NORTH OF A FENCE LINE, 15 1/2 FEET SOUTH OF
 HF0336'THE CENTER OF ROAD, SET IN THE SOUTH HEADWALL OF A CONCRETE
 HF0336'CULVERT, SECTION 10, TOWNSHIP 24 SOUTH, RANGE 4 EAST.
 HF0336
 HF0336                          STATION RECOVERY (2006)
 HF0336
 HF0336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HF0336'RECOVERED IN GOOD CONDITION.
 HF0336
 HF0336                          STATION RECOVERY (2006)
 HF0336
 HF0336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0336'SCHOOLHOUSE IN DEGRAFF NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0346 ***********************************************************************
 JF0346  DESIGNATION -  C 335
 JF0346  PID         -  JF0346
 JF0346  STATE/COUNTY-  KS/BUTLER
 JF0346  USGS QUAD   -  BURNS (1962)
 JF0346
 JF0346                         *CURRENT SURVEY CONTROL
 JF0346  ___________________________________________________________________
 JF0346* NAD 83(1986)-  38 01 45.     (N)    096 52 38.     (W)     SCALED    
 JF0346* NAVD 88     -       444.945  (meters)    1459.79   (feet)  ADJUSTED  
 JF0346  ___________________________________________________________________
 JF0346  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 JF0346  DYNAMIC HT  -         444.604 (meters)    1458.67  (feet)  COMP
 JF0346  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 JF0346
 JF0346  VERT ORDER  -  SECOND    CLASS 0
 JF0346
 JF0346.The horizontal coordinates were scaled from a topographic map and have
 JF0346.an estimated accuracy of +/- 6 seconds.
 JF0346
 JF0346.The orthometric height was determined by differential leveling
 JF0346.and adjusted by the National Geodetic Survey in June 1991..
 JF0346
 JF0346.The geoid height was determined by GEOID03.
 JF0346
 JF0346.The dynamic height is computed by dividing the NAVD 88
 JF0346.geopotential number by the normal gravity value computed on the
 JF0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0346.degrees latitude (g = 980.6199 gals.).
 JF0346
 JF0346.The modeled gravity was interpolated from observed gravity values.
 JF0346
 JF0346;                    North         East    Units  Estimated Accuracy
 JF0346;SPC KS S     -   552,460.      542,460.      MT  (+/- 180 meters Scaled)
 JF0346
 JF0346                          SUPERSEDED SURVEY CONTROL
 JF0346
 JF0346  NGVD 29 (??/??/92)  444.801  (m)         1459.32   (f) ADJ UNCH    2 0
 JF0346
 JF0346.Superseded values are not recommended for survey control.
 JF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0346.See file dsdata.txt to determine how the superseded data were derived.
 JF0346
 JF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH863111(NAD 83)
 JF0346_MARKER: DB = BENCH MARK DISK
 JF0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0346_STAMPING: C 335 1962
 JF0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0346+STABILITY: SURFACE MOTION
 JF0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0346+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2006
 JF0346
 JF0346  HISTORY     - Date     Condition        Report By
 JF0346  HISTORY     - 1962     MONUMENTED       CGS
 JF0346  HISTORY     - 20060731 GOOD             INDIV
 JF0346
 JF0346                          STATION DESCRIPTION
 JF0346
 JF0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JF0346'3.8 MI N FROM DE GRAFF.
 JF0346'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT DE
 JF0346'GRAFF, THENCE 0.2 MILE WEST ALONG A BLACKTOP ROAD, THENCE 1.1
 JF0346'MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.0 MILES NORTH ALONG
 JF0346'A ABANDONED RAILROAD TO A EAST AND WEST GRAVEL ROAD THENCE
 JF0346'0.3 MILE WEST, THENCE 0.9 MILE NORTH ALONG A GRAVEL ROAD, 26 FEET
 JF0346'EAST OF THE CENTER OF THE GRAVEL ROAD, 1.5 FEET SOUTHEAST OF A METAL
 JF0346'WITNESS POST, 0.8 FEET NORTH OF A FENCE, SET IN THE TOP OF A
 JF0346'CONCRETE POST WHICH PROJECTS 0.2 FEET ABOVE THE GROUND.
 JF0346
 JF0346                          STATION RECOVERY (2006)
 JF0346
 JF0346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 JF0346'NEW LOCATION DESCRIPTION -
 JF0346' 
 JF0346'4 MILES N AND 1 MILE E OF DEGRAFF, 0.9 MILE N OF INTERSECTION, 26 FT.
 JF0346'E OF CENTERLINE OF ROAD, 10 FT. N OF CENTER OF FIELD ENTRANCE, 50.5 FT
 JF0346'E OF METAL CORNER POST ON W SIDE OF ROAD AND 1.5 FT SE OF METAL
 JF0346'WITNESS POST WITH SIGN, SET IN TOP OF CONCRETE POST, STANDARD TABLET
 JF0346'STAMPED 'C 335 1962'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0608 ***********************************************************************
 HF0608  DESIGNATION -  C 336
 HF0608  PID         -  HF0608
 HF0608  STATE/COUNTY-  KS/COWLEY
 HF0608  USGS QUAD   -  HACKNEY (1979)
 HF0608
 HF0608                         *CURRENT SURVEY CONTROL
 HF0608  ___________________________________________________________________
 HF0608* NAD 83(1986)-  37 14 41.     (N)    097 02 47.     (W)     SCALED    
 HF0608* NAVD 88     -       375.134  (meters)    1230.75   (feet)  ADJUSTED  
 HF0608  ___________________________________________________________________
 HF0608  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 HF0608  DYNAMIC HT  -         374.827 (meters)    1229.74  (feet)  COMP
 HF0608  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 HF0608
 HF0608  VERT ORDER  -  SECOND    CLASS 0
 HF0608
 HF0608.The horizontal coordinates were scaled from a topographic map and have
 HF0608.an estimated accuracy of +/- 6 seconds.
 HF0608
 HF0608.The orthometric height was determined by differential leveling
 HF0608.and adjusted by the National Geodetic Survey in June 1991..
 HF0608
 HF0608.The geoid height was determined by GEOID03.
 HF0608
 HF0608.The dynamic height is computed by dividing the NAVD 88
 HF0608.geopotential number by the normal gravity value computed on the
 HF0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0608.degrees latitude (g = 980.6199 gals.).
 HF0608
 HF0608.The modeled gravity was interpolated from observed gravity values.
 HF0608
 HF0608;                    North         East    Units  Estimated Accuracy
 HF0608;SPC KS S     -   465,160.      528,970.      MT  (+/- 180 meters Scaled)
 HF0608
 HF0608                          SUPERSEDED SURVEY CONTROL
 HF0608
 HF0608  NGVD 29 (??/??/92)  375.017  (m)         1230.37   (f) ADJ UNCH    2 0
 HF0608
 HF0608.Superseded values are not recommended for survey control.
 HF0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0608.See file dsdata.txt to determine how the superseded data were derived.
 HF0608
 HF0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG732238(NAD 83)
 HF0608_MARKER: DB = BENCH MARK DISK
 HF0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0608_SP_SET: CULVERT
 HF0608_STAMPING: C 336 1962
 HF0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0608
 HF0608  HISTORY     - Date     Condition        Report By
 HF0608  HISTORY     - 1962     MONUMENTED       CGS
 HF0608
 HF0608                          STATION DESCRIPTION
 HF0608
 HF0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0608'2.9 MI W FROM WINFIELD.
 HF0608'0.6 MILE SOUTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0608'FROM THE STATION AT WINFIELD, THENCE 2.3 MILE WEST ALONG THE
 HF0608'U.S. HIGHWAY 160, SET IN THE TOP OF THE NORTH WINGWALL OF
 HF0608'CONCRETE CULVERT, 20.5 FEET NORTH OF THE CENTERLINE OF THE
 HF0608'HIGHWAY, AND ABOUT LEVEL WITH THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0878 ***********************************************************************
 HF0878  DESIGNATION -  C 337
 HF0878  PID         -  HF0878
 HF0878  STATE/COUNTY-  KS/SUMNER
 HF0878  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0878
 HF0878                         *CURRENT SURVEY CONTROL
 HF0878  ___________________________________________________________________
 HF0878* NAD 83(1986)-  37 25 52.     (N)    097 38 33.     (W)     SCALED    
 HF0878* NAVD 88     -       409.228  (meters)    1342.61   (feet)  ADJUSTED  
 HF0878  ___________________________________________________________________
 HF0878  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF0878  DYNAMIC HT  -         408.892 (meters)    1341.51  (feet)  COMP
 HF0878  MODELED GRAV-     979,797.5   (mgal)                       NAVD 88
 HF0878
 HF0878  VERT ORDER  -  SECOND    CLASS 0
 HF0878
 HF0878.The horizontal coordinates were scaled from a topographic map and have
 HF0878.an estimated accuracy of +/- 6 seconds.
 HF0878
 HF0878.The orthometric height was determined by differential leveling
 HF0878.and adjusted by the National Geodetic Survey in June 1991..
 HF0878
 HF0878.The geoid height was determined by GEOID03.
 HF0878
 HF0878.The dynamic height is computed by dividing the NAVD 88
 HF0878.geopotential number by the normal gravity value computed on the
 HF0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0878.degrees latitude (g = 980.6199 gals.).
 HF0878
 HF0878.The modeled gravity was interpolated from observed gravity values.
 HF0878
 HF0878;                    North         East    Units  Estimated Accuracy
 HF0878;SPC KS S     -   485,190.      475,890.      MT  (+/- 180 meters Scaled)
 HF0878
 HF0878                          SUPERSEDED SURVEY CONTROL
 HF0878
 HF0878  NGVD 29 (??/??/92)  409.099  (m)         1342.19   (f) ADJ UNCH    2 0
 HF0878
 HF0878.Superseded values are not recommended for survey control.
 HF0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0878.See file dsdata.txt to determine how the superseded data were derived.
 HF0878
 HF0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG201435(NAD 83)
 HF0878_MARKER: DB = BENCH MARK DISK
 HF0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0878_STAMPING: C 337 1962
 HF0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0878+STABILITY: SURFACE MOTION
 HF0878
 HF0878  HISTORY     - Date     Condition        Report By
 HF0878  HISTORY     - 1962     MONUMENTED       CGS
 HF0878
 HF0878                          STATION DESCRIPTION
 HF0878
 HF0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0878'3.2 MI N FROM CONWAY SPRINGS.
 HF0878'0.1 MILE EAST OF POST OFFICE AT CONWAY SPRINGS, THENCE 3.1 MILE
 HF0878'NORTH ALONG STATE HIGHWAY 49, AT A ROAD INTERSECTION, 67.2 NORTH
 HF0878'EAST OF THE CENTER LINE OF STATE HIGHWAY 49 AND EAST AND WEST GRAVEL
 HF0878'ROAD INTERSECTION, 32.2 FEET EAST OF THE CENTER LINE OF STATE
 HF0878'HIGHWAY 49, 1.9 FEET SOUTH OF TELEPHONE POLE, 1.9 FEET NORTH
 HF0878'OF METAL WITNESS POST, SET IN THE TOP OF CONCRETE POST AND
 HF0878'PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0879 ***********************************************************************
 HF0879  DESIGNATION -  C 337 RESET
 HF0879  PID         -  HF0879
 HF0879  STATE/COUNTY-  KS/SUMNER
 HF0879  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0879
 HF0879                         *CURRENT SURVEY CONTROL
 HF0879  ___________________________________________________________________
 HF0879* NAD 83(1986)-  37 25 52.     (N)    097 38 33.     (W)     SCALED    
 HF0879* NAVD 88     -       409.27   (meters)    1342.7    (feet)  RESET     
 HF0879  ___________________________________________________________________
 HF0879  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF0879
 HF0879  VERT ORDER  -  THIRD
 HF0879
 HF0879.The horizontal coordinates were scaled from a topographic map and have
 HF0879.an estimated accuracy of +/- 6 seconds.
 HF0879
 HF0879.The orthometric height was computed from unverified reset data.
 HF0879
 HF0879.The geoid height was determined by GEOID03.
 HF0879
 HF0879;                    North         East    Units  Estimated Accuracy
 HF0879;SPC KS S     -   485,190.      475,890.      MT  (+/- 180 meters Scaled)
 HF0879
 HF0879                          SUPERSEDED SURVEY CONTROL
 HF0879
 HF0879.No superseded survey control is available for this station.
 HF0879
 HF0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG201435(NAD 83)
 HF0879_MARKER: Z = SEE DESCRIPTION
 HF0879_SETTING: 0 = UNSPECIFIED SETTING
 HF0879_STAMPING: C 337 RESET 1964
 HF0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0879
 HF0879  HISTORY     - Date     Condition        Report By
 HF0879  HISTORY     - 1964     MONUMENTED       CGS
 HF0879
 HF0879                          STATION DESCRIPTION
 HF0879
 HF0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HF0879'2.8 MI N FROM CONWAY SPRINGS.
 HF0879'ABOUT 0.1 MILE EAST OF THE CONWAY SPRINGS POST OFFICE, THENCE
 HF0879'2.8 MILES NORTH ALONG STATE HIGHWAY 49, AT A CROSSROADS,
 HF0879'152 FEET NORTH OF THE CENTERLINE OF EAST-WEST GRAVEL ROAD, 98
 HF0879'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 49, 6 FEET NORTH
 HF0879'OF A GAS METER, 2 FEET NORTH OF A TELEPHONE POLE, AND
 HF0879'1 1/2 FEET SOUTH OF A STEEL WITNESS POST AND PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0641 ***********************************************************************
 KF0641  DESIGNATION -  C 338
 KF0641  PID         -  KF0641
 KF0641  STATE/COUNTY-  KS/RILEY
 KF0641  USGS QUAD   -  MANHATTAN (1991)
 KF0641
 KF0641                         *CURRENT SURVEY CONTROL
 KF0641  ___________________________________________________________________
 KF0641* NAD 83(1986)-  39 11 42.     (N)    096 34 41.     (W)     SCALED    
 KF0641* NAVD 88     -       324.790  (meters)    1065.58   (feet)  ADJUSTED  
 KF0641  ___________________________________________________________________
 KF0641  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 KF0641  DYNAMIC HT  -         324.576 (meters)    1064.88  (feet)  COMP
 KF0641  MODELED GRAV-     979,958.3   (mgal)                       NAVD 88
 KF0641
 KF0641  VERT ORDER  -  FIRST     CLASS II
 KF0641
 KF0641.The horizontal coordinates were scaled from a topographic map and have
 KF0641.an estimated accuracy of +/- 6 seconds.
 KF0641
 KF0641.The orthometric height was determined by differential leveling
 KF0641.and adjusted by the National Geodetic Survey in June 1991..
 KF0641
 KF0641.The geoid height was determined by GEOID03.
 KF0641
 KF0641.The dynamic height is computed by dividing the NAVD 88
 KF0641.geopotential number by the normal gravity value computed on the
 KF0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0641.degrees latitude (g = 980.6199 gals.).
 KF0641
 KF0641.The modeled gravity was interpolated from observed gravity values.
 KF0641
 KF0641;                    North         East    Units  Estimated Accuracy
 KF0641;SPC KS N     -    96,620.      522,830.      MT  (+/- 180 meters Scaled)
 KF0641
 KF0641                          SUPERSEDED SURVEY CONTROL
 KF0641
 KF0641  NGVD 29 (??/??/92)  324.646  (m)         1065.11   (f) ADJ UNCH    1 2
 KF0641
 KF0641.Superseded values are not recommended for survey control.
 KF0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0641.See file dsdata.txt to determine how the superseded data were derived.
 KF0641
 KF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ091412(NAD 83)
 KF0641_MARKER: DD = SURVEY DISK
 KF0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0641_SP_SET: CONCRETE POST
 KF0641_STAMPING: C 338 1968
 KF0641_MARK LOGO: KSU   
 KF0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0641+STABILITY: SURFACE MOTION
 KF0641
 KF0641  HISTORY     - Date     Condition        Report By
 KF0641  HISTORY     - 1968     MONUMENTED       KSU
 KF0641  HISTORY     - 1986     GOOD             NGS
 KF0641
 KF0641                          STATION DESCRIPTION
 KF0641
 KF0641'DESCRIBED BY KANSAS STATE UNIVERSITY 1968
 KF0641'AT MANHATTAN.
 KF0641'AT MANHATTAN, ON THE KANSAS STATE UNIVERSITY CAMPUS, AT THE
 KF0641'NORTH SIDE OF MOORE HALL, 156 FEET SOUTH OF THE CENTER OF CLAFIN
 KF0641'ROAD, 79 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF MOORE
 KF0641'HALL, 21.5 FEET NORTH OF THE NORTH SIDE OF THE HALL, 26 FEET
 KF0641'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK AT THE NORTH SIDE OF THE
 KF0641'HALL, IS A KANSAS STATE UNIVERSITY CIVIL ENGINEER DISK SET IN
 KF0641'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 KF0641'OF THE GROUND.
 KF0641
 KF0641                          STATION RECOVERY (1986)
 KF0641
 KF0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1136 ***********************************************************************
 JF1136  DESIGNATION -  C 339
 JF1136  PID         -  JF1136
 JF1136  STATE/COUNTY-  KS/SALINE
 JF1136  USGS QUAD   -  SALINA SW (1978)
 JF1136
 JF1136                         *CURRENT SURVEY CONTROL
 JF1136  ___________________________________________________________________
 JF1136* NAD 83(1986)-  38 49 02.     (N)    097 38 08.     (W)     SCALED    
 JF1136* NAVD 88     -       375.960  (meters)    1233.46   (feet)  ADJUSTED  
 JF1136  ___________________________________________________________________
 JF1136  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 JF1136  DYNAMIC HT  -         375.707 (meters)    1232.63  (feet)  COMP
 JF1136  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 JF1136
 JF1136  VERT ORDER  -  SECOND    CLASS 0
 JF1136
 JF1136.The horizontal coordinates were scaled from a topographic map and have
 JF1136.an estimated accuracy of +/- 6 seconds.
 JF1136
 JF1136.The orthometric height was determined by differential leveling
 JF1136.and adjusted by the National Geodetic Survey in June 1991..
 JF1136
 JF1136.The geoid height was determined by GEOID03.
 JF1136
 JF1136.The dynamic height is computed by dividing the NAVD 88
 JF1136.geopotential number by the normal gravity value computed on the
 JF1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1136.degrees latitude (g = 980.6199 gals.).
 JF1136
 JF1136.The modeled gravity was interpolated from observed gravity values.
 JF1136
 JF1136;                    North         East    Units  Estimated Accuracy
 JF1136;SPC KS N     -    53,780.      431,650.      MT  (+/- 180 meters Scaled)
 JF1136
 JF1136                          SUPERSEDED SURVEY CONTROL
 JF1136
 JF1136  NGVD 29 (??/??/92)  375.863  (m)         1233.14   (f) ADJ UNCH    2 0
 JF1136
 JF1136.Superseded values are not recommended for survey control.
 JF1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1136.See file dsdata.txt to determine how the superseded data were derived.
 JF1136
 JF1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH184973(NAD 83)
 JF1136_MARKER: DB = BENCH MARK DISK
 JF1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1136_STAMPING: C 339 1970
 JF1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1136+STABILITY: SURFACE MOTION
 JF1136
 JF1136  HISTORY     - Date     Condition        Report By
 JF1136  HISTORY     - 1970     MONUMENTED       NGS
 JF1136
 JF1136                          STATION DESCRIPTION
 JF1136
 JF1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1136'1.6 MI S FROM SALINA.
 JF1136'ABOUT 1.55 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1136'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, ABOUT
 JF1136'0.45 MILE NORTH OF THE NORTH END OF THE HIGHWAY OVERPASS OVER
 JF1136'CENTENNIAL ROAD, ABOUT 0.65 MILE SOUTH OF THE HIGHWAY UNDERPASS
 JF1136'FOR CRAWFORD STREET, AT A JOG IN THE WEST HIGHWAY RIGHT-OF-WAY
 JF1136'FENCE, 65 FEET WEST OF THE CENTER LINE OF THE WEST TRAFFIC LANES
 JF1136'OF THE HIGHWAY, 37 FEET NORTH OF THE MORE SOUTHERLY OF TWO
 JF1136'FENCE CORNERS, 1 FOOT EAST OF A FENCE, 1.6 FEET SOUTH OF A METAL
 JF1136'WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 JF1136'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.  SECTION
 JF1136'22, T 14 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0034 ***********************************************************************
 HH0034  DESIGNATION -  C 34
 HH0034  PID         -  HH0034
 HH0034  STATE/COUNTY-  KS/GRAY
 HH0034  USGS QUAD   -  CIMARRON (1968)
 HH0034
 HH0034                         *CURRENT SURVEY CONTROL
 HH0034  ___________________________________________________________________
 HH0034* NAD 83(1986)-  37 48 17.     (N)    100 20 32.     (W)     SCALED    
 HH0034* NAVD 88     -       799.405  (meters)    2622.71   (feet)  ADJUSTED  
 HH0034  ___________________________________________________________________
 HH0034  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HH0034  DYNAMIC HT  -         798.703 (meters)    2620.41  (feet)  COMP
 HH0034  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 HH0034
 HH0034  VERT ORDER  -  FIRST     CLASS II
 HH0034
 HH0034.The horizontal coordinates were scaled from a topographic map and have
 HH0034.an estimated accuracy of +/- 6 seconds.
 HH0034
 HH0034.The orthometric height was determined by differential leveling
 HH0034.and adjusted by the National Geodetic Survey in June 1991..
 HH0034
 HH0034.The geoid height was determined by GEOID03.
 HH0034
 HH0034.The dynamic height is computed by dividing the NAVD 88
 HH0034.geopotential number by the normal gravity value computed on the
 HH0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0034.degrees latitude (g = 980.6199 gals.).
 HH0034
 HH0034.The modeled gravity was interpolated from observed gravity values.
 HH0034
 HH0034;                    North         East    Units  Estimated Accuracy
 HH0034;SPC KS S     -   527,910.      237,790.      MT  (+/- 180 meters Scaled)
 HH0034
 HH0034                          SUPERSEDED SURVEY CONTROL
 HH0034
 HH0034  NGVD 29 (??/??/92)  799.041  (m)         2621.52   (f) ADJ UNCH    1 2
 HH0034
 HH0034.Superseded values are not recommended for survey control.
 HH0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0034.See file dsdata.txt to determine how the superseded data were derived.
 HH0034
 HH0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG818849(NAD 83)
 HH0034_MARKER: DB = BENCH MARK DISK
 HH0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0034_STAMPING: C 34 1934
 HH0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0034+STABILITY: SURFACE MOTION
 HH0034
 HH0034  HISTORY     - Date     Condition        Report By
 HH0034  HISTORY     - 1934     MONUMENTED       CGS
 HH0034  HISTORY     - 1965     MARK NOT FOUND   USGS
 HH0034  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0034
 HH0034                          STATION DESCRIPTION
 HH0034
 HH0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0034'0.4 MI E FROM CIMARRON.
 HH0034'ABOUT 0.4 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0034'RAILWAY FROM THE STATION AT CIMARRON, GRAY COUNTY, ABOUT 100
 HH0034'FEET NORTHWEST OF SIGNAL 370-2, 45 FEET EAST OF THE CENTER LINE
 HH0034'OF A NORTH-AND-SOUTH ROAD, AND 40 FEET NORTH OF THE CENTER
 HH0034'LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED C 34 1934 AND
 HH0034'SET IN THE TOP OF A CONCRETE POST.
 HH0034
 HH0034                          STATION RECOVERY (1965)
 HH0034
 HH0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HH0034'MARK NOT FOUND.
 HH0034
 HH0034                          STATION RECOVERY (1986)
 HH0034
 HH0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0034'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 HH0034'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1177 ***********************************************************************
 JF1177  DESIGNATION -  C 340
 JF1177  PID         -  JF1177
 JF1177  STATE/COUNTY-  KS/MCPHERSON
 JF1177  USGS QUAD   -  LINDSBORG (1979)
 JF1177
 JF1177                         *CURRENT SURVEY CONTROL
 JF1177  ___________________________________________________________________
 JF1177* NAD 83(1986)-  38 33 04.     (N)    097 38 07.     (W)     SCALED    
 JF1177* NAVD 88     -       419.365  (meters)    1375.87   (feet)  ADJUSTED  
 JF1177  ___________________________________________________________________
 JF1177  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 JF1177  DYNAMIC HT  -         419.070 (meters)    1374.90  (feet)  COMP
 JF1177  MODELED GRAV-     979,911.3   (mgal)                       NAVD 88
 JF1177
 JF1177  VERT ORDER  -  FIRST     CLASS II
 JF1177
 JF1177.The horizontal coordinates were scaled from a topographic map and have
 JF1177.an estimated accuracy of +/- 6 seconds.
 JF1177
 JF1177.The orthometric height was determined by differential leveling
 JF1177.and adjusted by the National Geodetic Survey in June 1991..
 JF1177.WARNING-Repeat measurements at this control monument indicate possible
 JF1177.vertical movement.
 JF1177
 JF1177.The geoid height was determined by GEOID03.
 JF1177
 JF1177.The dynamic height is computed by dividing the NAVD 88
 JF1177.geopotential number by the normal gravity value computed on the
 JF1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1177.degrees latitude (g = 980.6199 gals.).
 JF1177
 JF1177.The modeled gravity was interpolated from observed gravity values.
 JF1177
 JF1177;                    North         East    Units  Estimated Accuracy
 JF1177;SPC KS S     -   609,500.      475,380.      MT  (+/- 180 meters Scaled)
 JF1177
 JF1177                          SUPERSEDED SURVEY CONTROL
 JF1177
 JF1177  NGVD 29 (??/??/92)  419.225  (m)         1375.41   (f) ADJ UNCH    1 2
 JF1177
 JF1177.Superseded values are not recommended for survey control.
 JF1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1177.See file dsdata.txt to determine how the superseded data were derived.
 JF1177
 JF1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH189678(NAD 83)
 JF1177_MARKER: DB = BENCH MARK DISK
 JF1177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1177_SP_SET: HEADWALL
 JF1177_STAMPING: C 340 1970
 JF1177_MARK LOGO: CGS   
 JF1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1177+STABILITY: SURFACE MOTION
 JF1177
 JF1177  HISTORY     - Date     Condition        Report By
 JF1177  HISTORY     - 1970     MONUMENTED       NGS
 JF1177  HISTORY     - 1986     GOOD             NGS
 JF1177
 JF1177                          STATION DESCRIPTION
 JF1177
 JF1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1177'3.5 MI SE FROM LINDSBORG.
 JF1177'ABOUT 1.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM
 JF1177'THE STATION AT LINDSBORG, THENCE 2.0 MILES EAST ALONG A GRAVELED
 JF1177'AND PAVED ROAD WHICH IS CITY ROUTE 35W, OR ABOUT 12.35 MILES
 JF1177'NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE HIGHWAY UNDERPASS
 JF1177'FOR U.S. HIGHWAY 56 AT MC PHERSON, THENCE 0.8 MILE WEST ALONG
 JF1177'CITY ROUTE 35W, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JF1177'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL
 JF1177'OF AN 8-FOOT CONCRETE BOX CULVERT, ABOUT 4 FEET BELOW THE LEVEL
 JF1177'OF THE ROAD.  SECTION 22, T17S, R3W.
 JF1177
 JF1177                          STATION RECOVERY (1986)
 JF1177
 JF1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0616 ***********************************************************************
 JF0616  DESIGNATION -  C 341
 JF0616  PID         -  JF0616
 JF0616  STATE/COUNTY-  KS/DICKINSON
 JF0616  USGS QUAD   -  ABILENE (1979)
 JF0616
 JF0616                         *CURRENT SURVEY CONTROL
 JF0616  ___________________________________________________________________
 JF0616* NAD 83(1986)-  38 56 14.     (N)    097 14 40.     (W)     SCALED    
 JF0616* NAVD 88     -       364.171  (meters)    1194.78   (feet)  ADJUSTED  
 JF0616  ___________________________________________________________________
 JF0616  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 JF0616  DYNAMIC HT  -         363.925 (meters)    1193.98  (feet)  COMP
 JF0616  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 JF0616
 JF0616  VERT ORDER  -  SECOND    CLASS 0
 JF0616
 JF0616.The horizontal coordinates were scaled from a topographic map and have
 JF0616.an estimated accuracy of +/- 6 seconds.
 JF0616
 JF0616.The orthometric height was determined by differential leveling
 JF0616.and adjusted by the National Geodetic Survey in June 1991..
 JF0616
 JF0616.The geoid height was determined by GEOID03.
 JF0616
 JF0616.The dynamic height is computed by dividing the NAVD 88
 JF0616.geopotential number by the normal gravity value computed on the
 JF0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0616.degrees latitude (g = 980.6199 gals.).
 JF0616
 JF0616.The modeled gravity was interpolated from observed gravity values.
 JF0616
 JF0616;                    North         East    Units  Estimated Accuracy
 JF0616;SPC KS N     -    67,310.      465,510.      MT  (+/- 180 meters Scaled)
 JF0616
 JF0616                          SUPERSEDED SURVEY CONTROL
 JF0616
 JF0616  NGVD 29 (??/??/92)  364.070  (m)         1194.45   (f) ADJ UNCH    2 0
 JF0616
 JF0616.Superseded values are not recommended for survey control.
 JF0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0616.See file dsdata.txt to determine how the superseded data were derived.
 JF0616
 JF0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ521112(NAD 83)
 JF0616_MARKER: DB = BENCH MARK DISK
 JF0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0616_SP_SET: CULVERT
 JF0616_STAMPING: C 341 1970
 JF0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0616
 JF0616  HISTORY     - Date     Condition        Report By
 JF0616  HISTORY     - 1970     MONUMENTED       NGS
 JF0616
 JF0616                          STATION DESCRIPTION
 JF0616
 JF0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0616'1.8 MI W FROM ABILENE.
 JF0616'ABOUT 1.75 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0616'HIGHWAY OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 0.2 MILE WEST
 JF0616'OF ROAD OVERPASS NUMBER 7.6 OVER THE HIGHWAY, SET IN THE TOP OF
 JF0616'THE WEST END OF THE SOUTH CONCRETE HEADWALL OF AN 8-FOOT CONCRETE
 JF0616'BOX CULVERT PASSING UNDER BOTH LANES OF THE HIGHWAY, AND ABOUT 3
 JF0616'FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 7, T 13 S, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0617 ***********************************************************************
 JF0617  DESIGNATION -  C 341 RESET
 JF0617  PID         -  JF0617
 JF0617  STATE/COUNTY-  KS/DICKINSON
 JF0617  USGS QUAD   -  ABILENE (1979)
 JF0617
 JF0617                         *CURRENT SURVEY CONTROL
 JF0617  ___________________________________________________________________
 JF0617* NAD 83(1986)-  38 56 14.     (N)    097 14 40.     (W)     SCALED    
 JF0617* NAVD 88     -       364.204  (meters)    1194.89   (feet)  ADJUSTED  
 JF0617  ___________________________________________________________________
 JF0617  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 JF0617  DYNAMIC HT  -         363.957 (meters)    1194.08  (feet)  COMP
 JF0617  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 JF0617
 JF0617  VERT ORDER  -  FIRST     CLASS II
 JF0617
 JF0617.The horizontal coordinates were scaled from a topographic map and have
 JF0617.an estimated accuracy of +/- 6 seconds.
 JF0617
 JF0617.The orthometric height was determined by differential leveling
 JF0617.and adjusted by the National Geodetic Survey in June 1991..
 JF0617
 JF0617.The geoid height was determined by GEOID03.
 JF0617
 JF0617.The dynamic height is computed by dividing the NAVD 88
 JF0617.geopotential number by the normal gravity value computed on the
 JF0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0617.degrees latitude (g = 980.6199 gals.).
 JF0617
 JF0617.The modeled gravity was interpolated from observed gravity values.
 JF0617
 JF0617;                    North         East    Units  Estimated Accuracy
 JF0617;SPC KS N     -    67,310.      465,510.      MT  (+/- 180 meters Scaled)
 JF0617
 JF0617                          SUPERSEDED SURVEY CONTROL
 JF0617
 JF0617.No superseded survey control is available for this station.
 JF0617
 JF0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ521112(NAD 83)
 JF0617_MARKER: DB = BENCH MARK DISK
 JF0617_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0617_SP_SET: HEADWALL
 JF0617_STAMPING: C 341 RESET 1972
 JF0617_MARK LOGO: CGS   
 JF0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0617+STABILITY: SURFACE MOTION
 JF0617
 JF0617  HISTORY     - Date     Condition        Report By
 JF0617  HISTORY     - 1972     MONUMENTED       KSHC
 JF0617  HISTORY     - 1986     GOOD             NGS
 JF0617
 JF0617                          STATION DESCRIPTION
 JF0617
 JF0617'DESCRIBED BY KS HIGHWAY COMM 1972
 JF0617'1.8 MI W FROM ABILENE.
 JF0617'ABOUT 1.75 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE STATE
 JF0617'HIGHWAY 15 OVERPASS AT ABILENE, 0.2 MILE WEST OF AN OVERPASS
 JF0617'OVER THE HIGHWAY, 42 FEET SOUTH OF THE CENTER LINE OF THE EAST
 JF0617'BOUND LANE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 JF0617'SOUTH HEADWALL OF AN 8 FOOT CONCRETE BOX CULVERT UNDER THE
 JF0617'HIGHWAY AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JF0617
 JF0617                          STATION RECOVERY (1986)
 JF0617
 JF0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0235 ***********************************************************************
 KF0235  DESIGNATION -  C 342
 KF0235  PID         -  KF0235
 KF0235  STATE/COUNTY-  KS/GEARY
 KF0235  USGS QUAD   -  JUNCTION CITY (1982)
 KF0235
 KF0235                         *CURRENT SURVEY CONTROL
 KF0235  ___________________________________________________________________
 KF0235* NAD 83(1986)-  39 00 01.     (N)    096 52 20.     (W)     SCALED    
 KF0235* NAVD 88     -       349.109  (meters)    1145.37   (feet)  ADJUSTED  
 KF0235  ___________________________________________________________________
 KF0235  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 KF0235  DYNAMIC HT  -         348.869 (meters)    1144.58  (feet)  COMP
 KF0235  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 KF0235
 KF0235  VERT ORDER  -  FIRST     CLASS II
 KF0235
 KF0235.The horizontal coordinates were scaled from a topographic map and have
 KF0235.an estimated accuracy of +/- 6 seconds.
 KF0235
 KF0235.The orthometric height was determined by differential leveling
 KF0235.and adjusted by the National Geodetic Survey in June 1991..
 KF0235
 KF0235.The geoid height was determined by GEOID03.
 KF0235
 KF0235.The dynamic height is computed by dividing the NAVD 88
 KF0235.geopotential number by the normal gravity value computed on the
 KF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0235.degrees latitude (g = 980.6199 gals.).
 KF0235
 KF0235.The modeled gravity was interpolated from observed gravity values.
 KF0235
 KF0235;                    North         East    Units  Estimated Accuracy
 KF0235;SPC KS N     -    74,650.      497,690.      MT  (+/- 180 meters Scaled)
 KF0235
 KF0235                          SUPERSEDED SURVEY CONTROL
 KF0235
 KF0235  NGVD 29 (??/??/92)  349.003  (m)         1145.02   (f) ADJ UNCH    1 2
 KF0235
 KF0235.Superseded values are not recommended for survey control.
 KF0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0235.See file dsdata.txt to determine how the superseded data were derived.
 KF0235
 KF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ842189(NAD 83)
 KF0235_MARKER: DB = BENCH MARK DISK
 KF0235_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KF0235_SP_SET: HEADWALL
 KF0235_STAMPING: C 342 1970
 KF0235_MARK LOGO: NGS   
 KF0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0235
 KF0235  HISTORY     - Date     Condition        Report By
 KF0235  HISTORY     - 1970     MONUMENTED       NGS
 KF0235  HISTORY     - 1986     GOOD             NGS
 KF0235
 KF0235                          STATION DESCRIPTION
 KF0235
 KF0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0235'2.4 MI SW FROM JUNCTION CITY.
 KF0235'ABOUT 2.45 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0235'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0235'CITY, 0.6 MILE WEST OF THE HIGHWAY OVERPASS FOR U.S. HIGHWAY 77,
 KF0235'19 1/2 FEET SOUTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 KF0235'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 KF0235'ABUTMENT OF THE MORE NORTHERLY OF TWO HIGHWAY OVERPASSES FOR A
 KF0235'PAVED ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.  SEC 21, T 12 S,
 KF0235'R 5 E.
 KF0235
 KF0235                          STATION RECOVERY (1986)
 KF0235
 KF0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0137 ***********************************************************************
 KF0137  DESIGNATION -  C 343
 KF0137  PID         -  KF0137
 KF0137  STATE/COUNTY-  KS/GEARY
 KF0137  USGS QUAD   -  SWEDE CREEK (1982)
 KF0137
 KF0137                         *CURRENT SURVEY CONTROL
 KF0137  ___________________________________________________________________
 KF0137* NAD 83(1986)-  39 03 50.     (N)    096 30 51.     (W)     SCALED    
 KF0137* NAVD 88     -       416.402  (meters)    1366.15   (feet)  ADJUSTED  
 KF0137  ___________________________________________________________________
 KF0137  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 KF0137  DYNAMIC HT  -         416.118 (meters)    1365.21  (feet)  COMP
 KF0137  MODELED GRAV-     979,932.7   (mgal)                       NAVD 88
 KF0137
 KF0137  VERT ORDER  -  SECOND    CLASS 0
 KF0137
 KF0137.The horizontal coordinates were scaled from a topographic map and have
 KF0137.an estimated accuracy of +/- 6 seconds.
 KF0137
 KF0137.The orthometric height was determined by differential leveling
 KF0137.and adjusted by the National Geodetic Survey in June 1991..
 KF0137
 KF0137.The geoid height was determined by GEOID03.
 KF0137
 KF0137.The dynamic height is computed by dividing the NAVD 88
 KF0137.geopotential number by the normal gravity value computed on the
 KF0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0137.degrees latitude (g = 980.6199 gals.).
 KF0137
 KF0137.The modeled gravity was interpolated from observed gravity values.
 KF0137
 KF0137;                    North         East    Units  Estimated Accuracy
 KF0137;SPC KS N     -    82,160.      528,590.      MT  (+/- 180 meters Scaled)
 KF0137
 KF0137                          SUPERSEDED SURVEY CONTROL
 KF0137
 KF0137  NGVD 29 (??/??/92)  416.264  (m)         1365.69   (f) ADJ UNCH    2 0
 KF0137
 KF0137.Superseded values are not recommended for survey control.
 KF0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0137.See file dsdata.txt to determine how the superseded data were derived.
 KF0137
 KF0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ150268(NAD 83)
 KF0137_MARKER: DB = BENCH MARK DISK
 KF0137_SETTING: 66 = SET IN ROCK OUTCROP
 KF0137_SP_SET: ROCK CUT
 KF0137_STAMPING: C 343 1970
 KF0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0137+STABILITY: POSITION/ELEVATION WELL
 KF0137
 KF0137  HISTORY     - Date     Condition        Report By
 KF0137  HISTORY     - 1970     MONUMENTED       NGS
 KF0137  HISTORY     - 1979     MARK NOT FOUND   USGS
 KF0137
 KF0137                          STATION DESCRIPTION
 KF0137
 KF0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0137'12.2 MI W FROM ALMA.
 KF0137'ABOUT 12.2 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0137'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 67 FEET NORTH
 KF0137'OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, SET IN
 KF0137'THE TOP OF A FLAT ROCK CUT THAT IS ABOUT 0.2 MILE LONG AND 4
 KF0137'FEET HIGH.  43 FEET SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 KF0137'MARKER, 28.2 FEET SOUTH OF A METAL WITNESS POST IN A FENCE,
 KF0137'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 27,
 KF0137'T 11S, R 8E
 KF0137
 KF0137                          STATION RECOVERY (1979)
 KF0137
 KF0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KF0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0057 ***********************************************************************
 KF0057  DESIGNATION -  C 344
 KF0057  PID         -  KF0057
 KF0057  STATE/COUNTY-  KS/WABAUNSEE
 KF0057  USGS QUAD   -  ALMA (1978)
 KF0057
 KF0057                         *CURRENT SURVEY CONTROL
 KF0057  ___________________________________________________________________
 KF0057* NAD 83(1986)-  39 06 50.     (N)    096 17 21.     (W)     SCALED    
 KF0057* NAVD 88     -       364.928  (meters)    1197.27   (feet)  ADJUSTED  
 KF0057  ___________________________________________________________________
 KF0057  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 KF0057  DYNAMIC HT  -         364.684 (meters)    1196.47  (feet)  COMP
 KF0057  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 KF0057
 KF0057  VERT ORDER  -  SECOND    CLASS 0
 KF0057
 KF0057.The horizontal coordinates were scaled from a topographic map and have
 KF0057.an estimated accuracy of +/- 6 seconds.
 KF0057
 KF0057.The orthometric height was determined by differential leveling
 KF0057.and adjusted by the National Geodetic Survey in June 1991..
 KF0057
 KF0057.The geoid height was determined by GEOID03.
 KF0057
 KF0057.The dynamic height is computed by dividing the NAVD 88
 KF0057.geopotential number by the normal gravity value computed on the
 KF0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0057.degrees latitude (g = 980.6199 gals.).
 KF0057
 KF0057.The modeled gravity was interpolated from observed gravity values.
 KF0057
 KF0057;                    North         East    Units  Estimated Accuracy
 KF0057;SPC KS N     -    88,050.      547,950.      MT  (+/- 180 meters Scaled)
 KF0057
 KF0057                          SUPERSEDED SURVEY CONTROL
 KF0057
 KF0057  NGVD 29 (??/??/92)  364.798  (m)         1196.84   (f) ADJ UNCH    2 0
 KF0057
 KF0057.Superseded values are not recommended for survey control.
 KF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0057.See file dsdata.txt to determine how the superseded data were derived.
 KF0057
 KF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ343329(NAD 83)
 KF0057_MARKER: DB = BENCH MARK DISK
 KF0057_SETTING: 66 = SET IN ROCK OUTCROP
 KF0057_SP_SET: ROCK LEDGE
 KF0057_STAMPING: C 344 1970
 KF0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0057+STABILITY: POSITION/ELEVATION WELL
 KF0057
 KF0057  HISTORY     - Date     Condition        Report By
 KF0057  HISTORY     - 1970     MONUMENTED       NGS
 KF0057
 KF0057                          STATION DESCRIPTION
 KF0057
 KF0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0057'3.4 MI N FROM ALMA.
 KF0057'ABOUT 3.35 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE HIGHWAY
 KF0057'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT ALMA, 0.15 MILE SOUTH OF
 KF0057'THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD WHICH LEADS EAST,
 KF0057'ON THE NORTH SLOPE OF A HILL, 56 FEET EAST OF THE CENTER LINE
 KF0057'OF THE HIGHWAY, SET IN THE TOP AND 1.3 FEET EAST OF THE WEST
 KF0057'EDGE OF A 10- X 1-FOOT EXPOSED PORTION OF A ROCK LEDGE, AND
 KF0057'ABOUT LEVEL WITH THE HIGHWAY.  SECTION 10, T 11S, R 10E NOTE-- ALSO
 KF0057'74 1/2 FEET SOUTH OF A 4-FOOT HIGH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0879 ***********************************************************************
 KE0879  DESIGNATION -  C 345
 KE0879  PID         -  KE0879
 KE0879  STATE/COUNTY-  KS/WABAUNSEE
 KE0879  USGS QUAD   -  WILLARD (1972)
 KE0879
 KE0879                         *CURRENT SURVEY CONTROL
 KE0879  ___________________________________________________________________
 KE0879* NAD 83(1986)-  39 03 30.     (N)    095 57 23.     (W)     SCALED    
 KE0879* NAVD 88     -       302.138  (meters)     991.26   (feet)  ADJUSTED  
 KE0879  ___________________________________________________________________
 KE0879  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 KE0879  DYNAMIC HT  -         301.941 (meters)     990.62  (feet)  COMP
 KE0879  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 KE0879
 KE0879  VERT ORDER  -  SECOND    CLASS 0
 KE0879
 KE0879.The horizontal coordinates were scaled from a topographic map and have
 KE0879.an estimated accuracy of +/- 6 seconds.
 KE0879
 KE0879.The orthometric height was determined by differential leveling
 KE0879.and adjusted by the National Geodetic Survey in June 1991..
 KE0879
 KE0879.The geoid height was determined by GEOID03.
 KE0879
 KE0879.The dynamic height is computed by dividing the NAVD 88
 KE0879.geopotential number by the normal gravity value computed on the
 KE0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0879.degrees latitude (g = 980.6199 gals.).
 KE0879
 KE0879.The modeled gravity was interpolated from observed gravity values.
 KE0879
 KE0879;                    North         East    Units  Estimated Accuracy
 KE0879;SPC KS N     -    82,480.      576,860.      MT  (+/- 180 meters Scaled)
 KE0879
 KE0879                          SUPERSEDED SURVEY CONTROL
 KE0879
 KE0879  NGVD 29 (??/??/92)  301.995  (m)          990.80   (f) ADJ UNCH    2 0
 KE0879
 KE0879.Superseded values are not recommended for survey control.
 KE0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0879.See file dsdata.txt to determine how the superseded data were derived.
 KE0879
 KE0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD441274(NAD 83)
 KE0879_MARKER: DB = BENCH MARK DISK
 KE0879_SETTING: 66 = SET IN ROCK OUTCROP
 KE0879_SP_SET: THREE-CORNERED ROCK
 KE0879_STAMPING: C 345 1970
 KE0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE0879+STABILITY: POSITION/ELEVATION WELL
 KE0879
 KE0879  HISTORY     - Date     Condition        Report By
 KE0879  HISTORY     - 1970     MONUMENTED       NGS
 KE0879  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KE0879
 KE0879                          STATION DESCRIPTION
 KE0879
 KE0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0879'18 MI E FROM ALMA.
 KE0879'ABOUT 18.0 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0879'OVERPASS FOR STATE HIGHWAY 99 AT ALMA, OR ABOUT 15.6 MILES WEST
 KE0879'ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY OVERPASS FOR U.S.
 KE0879'HIGHWAY 75 AT TOPEKA, 0.5 MILE WEST OF THE HIGHWAY OVERPASS FOR
 KE0879'A PAVED ROAD AT THE WILLARD-ROSSVILLE EXIT, 105 YARDS EAST OF A
 KE0879'25-FOOT ARCH TYPE BRIDGE OVER POST CREEK, 48 1/2 FEET SOUTH OF
 KE0879'THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP
 KE0879'AND 2 FEET SOUTH OF THE NORTH CORNER OF A THREE-CORNERED ROCK THAT
 KE0879'IS 4 FEET LONG ON EACH SIDE AND 2 1/2 FEET HIGH, 46 FEET NORTHEAST
 KE0879'OF A POWER POLE, 2 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT
 KE0879'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 34, T 11S, R 13E
 KE0879
 KE0879                          STATION RECOVERY (2005)
 KE0879
 KE0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KE0879'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. THE KANSAS STATE
 KE0879'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KE0879'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7063 ***********************************************************************
 DH7063  DESIGNATION -  C 345 RESET
 DH7063  PID         -  DH7063
 DH7063  STATE/COUNTY-  KS/WABAUNSEE
 DH7063  USGS QUAD   -  WILLARD (1972)
 DH7063
 DH7063                         *CURRENT SURVEY CONTROL
 DH7063  ___________________________________________________________________
 DH7063* NAD 83(1986)-  39 03 28.     (N)    095 57 26.     (W)     SCALED    
 DH7063* NAVD 88     -       301.676  (meters)     989.75   (feet)  ADJUSTED  
 DH7063  ___________________________________________________________________
 DH7063  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 DH7063  DYNAMIC HT  -         301.479 (meters)     989.10  (feet)  COMP
 DH7063  MODELED GRAV-     979,968.2   (mgal)                       NAVD 88
 DH7063
 DH7063  VERT ORDER  -  SECOND    CLASS I
 DH7063
 DH7063.The horizontal coordinates were scaled from a topographic map and have
 DH7063.an estimated accuracy of +/- 6 seconds.
 DH7063
 DH7063.The orthometric height was determined by differential leveling
 DH7063.and adjusted by the National Geodetic Survey in December 2005..
 DH7063.No vertical observational check was made to the station.
 DH7063
 DH7063.The geoid height was determined by GEOID03.
 DH7063
 DH7063.The dynamic height is computed by dividing the NAVD 88
 DH7063.geopotential number by the normal gravity value computed on the
 DH7063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7063.degrees latitude (g = 980.6199 gals.).
 DH7063
 DH7063.The modeled gravity was interpolated from observed gravity values.
 DH7063
 DH7063;                    North         East    Units  Estimated Accuracy
 DH7063;SPC KS N     -    82,420.      576,790.      MT  (+/- 180 meters Scaled)
 DH7063
 DH7063                          SUPERSEDED SURVEY CONTROL
 DH7063
 DH7063.No superseded survey control is available for this station.
 DH7063
 DH7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD441273(NAD 83)
 DH7063_MARKER: DV = VERTICAL CONTROL DISK
 DH7063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7063_STAMPING: C 345 RESET 2003
 DH7063_MARK LOGO: NGS   
 DH7063_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7063+STABILITY: SURFACE MOTION
 DH7063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7063+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 DH7063
 DH7063  HISTORY     - Date     Condition        Report By
 DH7063  HISTORY     - 2003     MONUMENTED       NGS
 DH7063  HISTORY     - 20050504 GOOD             NGS
 DH7063
 DH7063                          STATION DESCRIPTION
 DH7063
 DH7063'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 DH7063'16.3 KM WESTERLY ALONG INTERSTATE HIGHWAY 70 FROM THE JUNCTION OF
 DH7063'INTERSTATE HIGHWAY  470 SOUTHBOUND IN TOPEKA, 52.0 M SOUTH OF THE
 DH7063'CENTERLINE OF THE EASTBOUND HIGHWAY, 2.0  M ABOVE THE LEVEL OF THE
 DH7063'HIGHWAY, 1.1 M EAST OF A FENCE CORNER BRACE POST, 0.8 M
 DH7063'NORTH-NORTHEAST OF A FENCE CORNER POST, 0.8 M NORTH OF A WITNESS POST,
 DH7063'AND THE  MONUMENT IS RECESSED 0.1 M BELOW THE GROUND SURFACE.
 DH7063'NOTE--THE MARK IS ON THE  HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0908 ***********************************************************************
 KE0908  DESIGNATION -  C 346
 KE0908  PID         -  KE0908
 KE0908  STATE/COUNTY-  KS/SHAWNEE
 KE0908  USGS QUAD   -  SILVER LAKE (1983)
 KE0908
 KE0908                         *CURRENT SURVEY CONTROL
 KE0908  ___________________________________________________________________
 KE0908* NAD 83(1986)-  39 02 29.     (N)    095 45 39.     (W)     SCALED    
 KE0908* NAVD 88     -       290.779  (meters)     954.00   (feet)  ADJUSTED  
 KE0908  ___________________________________________________________________
 KE0908  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KE0908  DYNAMIC HT  -         290.589 (meters)     953.37  (feet)  COMP
 KE0908  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 KE0908
 KE0908  VERT ORDER  -  SECOND    CLASS 0
 KE0908
 KE0908.The horizontal coordinates were scaled from a topographic map and have
 KE0908.an estimated accuracy of +/- 6 seconds.
 KE0908
 KE0908.The orthometric height was determined by differential leveling
 KE0908.and adjusted by the National Geodetic Survey in June 1991..
 KE0908
 KE0908.The geoid height was determined by GEOID03.
 KE0908
 KE0908.The dynamic height is computed by dividing the NAVD 88
 KE0908.geopotential number by the normal gravity value computed on the
 KE0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0908.degrees latitude (g = 980.6199 gals.).
 KE0908
 KE0908.The modeled gravity was interpolated from observed gravity values.
 KE0908
 KE0908;                    North         East    Units  Estimated Accuracy
 KE0908;SPC KS N     -    81,000.      593,830.      MT  (+/- 180 meters Scaled)
 KE0908
 KE0908                          SUPERSEDED SURVEY CONTROL
 KE0908
 KE0908  NGVD 29 (??/??/92)  290.641  (m)          953.54   (f) ADJ UNCH    2 0
 KE0908
 KE0908.Superseded values are not recommended for survey control.
 KE0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0908.See file dsdata.txt to determine how the superseded data were derived.
 KE0908
 KE0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD610249(NAD 83)
 KE0908_MARKER: DB = BENCH MARK DISK
 KE0908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0908_SP_SET: GUARDRAIL FOUNDATION
 KE0908_STAMPING: C 346 1970
 KE0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0908
 KE0908  HISTORY     - Date     Condition        Report By
 KE0908  HISTORY     - 1970     MONUMENTED       NGS
 KE0908
 KE0908                          STATION DESCRIPTION
 KE0908
 KE0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0908'3.1 MI NW FROM TOPEKA.
 KE0908'ABOUT 3.1 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 470 FROM THE
 KE0908'HIGHWAY OVERPASS FOR GAGE BOULEVARD AT TOPEKA, 16 1/2 FEET
 KE0908'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY,
 KE0908'SET IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE FOUNDATION
 KE0908'FOR THE SOUTHWEST CONCRETE GUARDRAIL ON THE MORE SOUTHWESTERLY
 KE0908'OF TWO HIGHWAY OVERPASSES FOR WANAMAKER ROAD, AND ABOUT 1/2
 KE0908'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 4, T 12S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0957 ***********************************************************************
 JF0957  DESIGNATION -  C 347
 JF0957  PID         -  JF0957
 JF0957  STATE/COUNTY-  KS/MCPHERSON
 JF0957  USGS QUAD   -  MC PHERSON SE (1985)
 JF0957
 JF0957                         *CURRENT SURVEY CONTROL
 JF0957  ___________________________________________________________________
 JF0957* NAD 83(1986)-  38 17 23.     (N)    097 35 16.     (W)     SCALED    
 JF0957* NAVD 88     -       457.657  (meters)    1501.50   (feet)  ADJUSTED  
 JF0957  ___________________________________________________________________
 JF0957  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 JF0957  DYNAMIC HT  -         457.320 (meters)    1500.39  (feet)  COMP
 JF0957  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 JF0957
 JF0957  VERT ORDER  -  SECOND    CLASS 0
 JF0957
 JF0957.The horizontal coordinates were scaled from a topographic map and have
 JF0957.an estimated accuracy of +/- 6 seconds.
 JF0957
 JF0957.The orthometric height was determined by differential leveling
 JF0957.and adjusted by the National Geodetic Survey in June 1991..
 JF0957
 JF0957.The geoid height was determined by GEOID03.
 JF0957
 JF0957.The dynamic height is computed by dividing the NAVD 88
 JF0957.geopotential number by the normal gravity value computed on the
 JF0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0957.degrees latitude (g = 980.6199 gals.).
 JF0957
 JF0957.The modeled gravity was interpolated from observed gravity values.
 JF0957
 JF0957;                    North         East    Units  Estimated Accuracy
 JF0957;SPC KS S     -   580,530.      479,800.      MT  (+/- 180 meters Scaled)
 JF0957
 JF0957                          SUPERSEDED SURVEY CONTROL
 JF0957
 JF0957  NGVD 29 (??/??/92)  457.495  (m)         1500.96   (f) ADJ UNCH    2 0
 JF0957
 JF0957.Superseded values are not recommended for survey control.
 JF0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0957.See file dsdata.txt to determine how the superseded data were derived.
 JF0957
 JF0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH235389(NAD 83)
 JF0957_MARKER: DB = BENCH MARK DISK
 JF0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0957_SP_SET: GUARDRAIL
 JF0957_STAMPING: C 347 1972
 JF0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0957
 JF0957  HISTORY     - Date     Condition        Report By
 JF0957  HISTORY     - 1972     MONUMENTED       NGS
 JF0957
 JF0957                          STATION DESCRIPTION
 JF0957
 JF0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0957'6.4 MI SE FROM MC PHERSON.
 JF0957'ABOUT 6.45 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0957'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, SET IN THE
 JF0957'TOP OF THE NORTHWEST END OF A CONCRETE GUARD RAIL OF THE NORTH
 JF0957'TRAFFIC LANE BRIDGE NUMBER 11.14, 19 FEET NORTHEAST OF THE CENTER
 JF0957'LINE OF THE NORTH TRAFFIC LANE, 2.7 FEET SOUTHEAST OF THE NORTH
 JF0957'END OF GUARD RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JF0957'HIGHWAY.  NOTE-- ALSO ABOUT 0.1 MILE SOUTH OF RUNNING TURKEY
 JF0957'CREEK.  SECTION 19, T 20 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0512 ***********************************************************************
 HF0512  DESIGNATION -  C 348
 HF0512  PID         -  HF0512
 HF0512  STATE/COUNTY-  KS/HARVEY
 HF0512  USGS QUAD   -  SEDGWICK NE (1978)
 HF0512
 HF0512                         *CURRENT SURVEY CONTROL
 HF0512  ___________________________________________________________________
 HF0512* NAD 83(1986)-  37 59 05.     (N)    097 19 37.     (W)     SCALED    
 HF0512* NAVD 88     -       442.870  (meters)    1452.98   (feet)  ADJUSTED  
 HF0512  ___________________________________________________________________
 HF0512  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF0512  DYNAMIC HT  -         442.529 (meters)    1451.86  (feet)  COMP
 HF0512  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 HF0512
 HF0512  VERT ORDER  -  SECOND    CLASS 0
 HF0512
 HF0512.The horizontal coordinates were scaled from a topographic map and have
 HF0512.an estimated accuracy of +/- 6 seconds.
 HF0512
 HF0512.The orthometric height was determined by differential leveling
 HF0512.and adjusted by the National Geodetic Survey in June 1991..
 HF0512
 HF0512.The geoid height was determined by GEOID03.
 HF0512
 HF0512.The dynamic height is computed by dividing the NAVD 88
 HF0512.geopotential number by the normal gravity value computed on the
 HF0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0512.degrees latitude (g = 980.6199 gals.).
 HF0512
 HF0512.The modeled gravity was interpolated from observed gravity values.
 HF0512
 HF0512;                    North         East    Units  Estimated Accuracy
 HF0512;SPC KS S     -   546,930.      503,040.      MT  (+/- 180 meters Scaled)
 HF0512
 HF0512                          SUPERSEDED SURVEY CONTROL
 HF0512
 HF0512  NGVD 29 (??/??/92)  442.711  (m)         1452.46   (f) ADJ UNCH    2 0
 HF0512
 HF0512.Superseded values are not recommended for survey control.
 HF0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0512.See file dsdata.txt to determine how the superseded data were derived.
 HF0512
 HF0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH469054(NAD 83)
 HF0512_MARKER: DB = BENCH MARK DISK
 HF0512_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HF0512_SP_SET: 28.5 FEET
 HF0512_STAMPING: C 348 1972
 HF0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0512
 HF0512  HISTORY     - Date     Condition        Report By
 HF0512  HISTORY     - 1972     MONUMENTED       NGS
 HF0512
 HF0512                          STATION DESCRIPTION
 HF0512
 HF0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0512'5.2 MI S FROM NEWTON.
 HF0512'ABOUT 5.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0512'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, 46.6 FEET EAST OF THE
 HF0512'SOUTH BOUND LANE OF THE HIGHWAY, 37.5 FEET WEST OF THE NORTH
 HF0512'BOUND LANE OF THE HIGHWAY, 5.1 FEET SOUTHEAST OF THE NORTH CONCRETE
 HF0512'COLUMN OF BRIDGE NUMBER 5.00, ABOUT 2 FEET BELOW THE LEVEL OF THE
 HF0512'SOUTH BOUND LANE OF THE INTERSTATE, SET ON THE TOP OF A 5/8
 HF0512'COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT 28.5 FEET AND
 HF0512'ENCASED IN A PLASTIC PIPE WHICH PROJECTS 0.3 FOOT.  SECTION 9,
 HF0512'T 24 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0549 ***********************************************************************
 HF0549  DESIGNATION -  C 349
 HF0549  PID         -  HF0549
 HF0549  STATE/COUNTY-  KS/SEDGWICK
 HF0549  USGS QUAD   -  WICHITA EAST (1982)
 HF0549
 HF0549                         *CURRENT SURVEY CONTROL
 HF0549  ___________________________________________________________________
 HF0549* NAD 83(1986)-  37 39 11.     (N)    097 19 43.     (W)     SCALED    
 HF0549* NAVD 88     -       393.259  (meters)    1290.22   (feet)  ADJUSTED  
 HF0549  ___________________________________________________________________
 HF0549  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 HF0549  DYNAMIC HT  -         392.950 (meters)    1289.20  (feet)  COMP
 HF0549  MODELED GRAV-     979,831.4   (mgal)                       NAVD 88
 HF0549
 HF0549  VERT ORDER  -  SECOND    CLASS 0
 HF0549
 HF0549.The horizontal coordinates were scaled from a topographic map and have
 HF0549.an estimated accuracy of +/- 6 seconds.
 HF0549
 HF0549.The orthometric height was determined by differential leveling
 HF0549.and adjusted by the National Geodetic Survey in June 1991..
 HF0549
 HF0549.The geoid height was determined by GEOID03.
 HF0549
 HF0549.The dynamic height is computed by dividing the NAVD 88
 HF0549.geopotential number by the normal gravity value computed on the
 HF0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0549.degrees latitude (g = 980.6199 gals.).
 HF0549
 HF0549.The modeled gravity was interpolated from observed gravity values.
 HF0549
 HF0549;                    North         East    Units  Estimated Accuracy
 HF0549;SPC KS S     -   510,120.      503,360.      MT  (+/- 180 meters Scaled)
 HF0549
 HF0549                          SUPERSEDED SURVEY CONTROL
 HF0549
 HF0549  NGVD 29 (??/??/92)  393.117  (m)         1289.75   (f) ADJ UNCH    2 0
 HF0549
 HF0549.Superseded values are not recommended for survey control.
 HF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0549.See file dsdata.txt to determine how the superseded data were derived.
 HF0549
 HF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG474686(NAD 83)
 HF0549_MARKER: DB = BENCH MARK DISK
 HF0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0549_STAMPING: C 349 1972
 HF0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0549+STABILITY: SURFACE MOTION
 HF0549
 HF0549  HISTORY     - Date     Condition        Report By
 HF0549  HISTORY     - 1972     MONUMENTED       NGS
 HF0549
 HF0549                          STATION DESCRIPTION
 HF0549
 HF0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0549'2.2 MI S FROM WICHITA.
 HF0549'ABOUT 2.15 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0549'RAILROAD FROM THE UNION STATION AT WICHITA, 38 FEET SOUTH OF
 HF0549'CLARK STREET, 33 FEET EAST OF THE RAIL, 8.5 FEET SOUTH OF THE
 HF0549'NORTHWEST CORNER OF THE BUILDING, 2 FEET WEST OF THE BUILDING,
 HF0549'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 HF0549'ABOUT A 1/2 FOOT BELOW THE LEVEL OF THE TRACK.  SECTION 33,
 HF0549'T 27 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0575 ***********************************************************************
 HG0575  DESIGNATION -  C 35
 HG0575  PID         -  HG0575
 HG0575  STATE/COUNTY-  KS/FORD
 HG0575  USGS QUAD   -  BUCKLIN (1969)
 HG0575
 HG0575                         *CURRENT SURVEY CONTROL
 HG0575  ___________________________________________________________________
 HG0575* NAD 83(1986)-  37 33 49.     (N)    099 39 16.     (W)     SCALED    
 HG0575* NAVD 88     -       740.364  (meters)    2429.01   (feet)  ADJUSTED  
 HG0575  ___________________________________________________________________
 HG0575  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 HG0575  DYNAMIC HT  -         739.713 (meters)    2426.88  (feet)  COMP
 HG0575  MODELED GRAV-     979,725.4   (mgal)                       NAVD 88
 HG0575
 HG0575  VERT ORDER  -  FIRST     CLASS II
 HG0575
 HG0575.The horizontal coordinates were scaled from a topographic map and have
 HG0575.an estimated accuracy of +/- 6 seconds.
 HG0575
 HG0575.The orthometric height was determined by differential leveling
 HG0575.and adjusted by the National Geodetic Survey in June 1991..
 HG0575
 HG0575.The geoid height was determined by GEOID03.
 HG0575
 HG0575.The dynamic height is computed by dividing the NAVD 88
 HG0575.geopotential number by the normal gravity value computed on the
 HG0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0575.degrees latitude (g = 980.6199 gals.).
 HG0575
 HG0575.The modeled gravity was interpolated from observed gravity values.
 HG0575
 HG0575;                    North         East    Units  Estimated Accuracy
 HG0575;SPC KS S     -   500,180.      298,010.      MT  (+/- 180 meters Scaled)
 HG0575
 HG0575                          SUPERSEDED SURVEY CONTROL
 HG0575
 HG0575  NGVD 29 (??/??/92)  740.035  (m)         2427.93   (f) ADJ UNCH    1 2
 HG0575
 HG0575.Superseded values are not recommended for survey control.
 HG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0575.See file dsdata.txt to determine how the superseded data were derived.
 HG0575
 HG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG422576(NAD 83)
 HG0575_MARKER: DB = BENCH MARK DISK
 HG0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0575_STAMPING: C 35 1934
 HG0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0575+STABILITY: SURFACE MOTION
 HG0575
 HG0575  HISTORY     - Date     Condition        Report By
 HG0575  HISTORY     - 1934     MONUMENTED       CGS
 HG0575  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0575
 HG0575                          STATION DESCRIPTION
 HG0575
 HG0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0575'1.5 MI NW FROM BUCKLIN.
 HG0575'ABOUT 1.5 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HG0575'PACIFIC RAILWAY FROM THE STATION AT BUCKLIN, FORD COUNTY, 11
 HG0575'FEET NORTH OF THE CENTER OF A FARM-ROAD CROSSING, 46.5 FEET
 HG0575'EAST OF THE CENTER LINE OF THE TRACK, 43 FEET WEST OF THE CENTER
 HG0575'LINE OF A COUNTY ROAD, AND 36 FEET NORTH OF A POLE.  A STANDARD
 HG0575'DISK, STAMPED C 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0575
 HG0575                          STATION RECOVERY (1986)
 HG0575
 HG0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0575'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1063 ***********************************************************************
 HG1063  DESIGNATION -  C 35 RESET
 HG1063  PID         -  HG1063
 HG1063  STATE/COUNTY-  KS/FORD
 HG1063  USGS QUAD   -  BUCKLIN (1969)
 HG1063
 HG1063                         *CURRENT SURVEY CONTROL
 HG1063  ___________________________________________________________________
 HG1063* NAD 83(1986)-  37 33 49.     (N)    099 39 16.     (W)     SCALED    
 HG1063* NAVD 88     -       740.27   (meters)    2428.7    (feet)  RESET     
 HG1063  ___________________________________________________________________
 HG1063  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 HG1063
 HG1063  VERT ORDER  -  THIRD
 HG1063
 HG1063.The horizontal coordinates were scaled from a topographic map and have
 HG1063.an estimated accuracy of +/- 6 seconds.
 HG1063
 HG1063.The orthometric height was computed from unverified reset data.
 HG1063
 HG1063.The geoid height was determined by GEOID03.
 HG1063
 HG1063;                    North         East    Units  Estimated Accuracy
 HG1063;SPC KS S     -   500,180.      298,010.      MT  (+/- 180 meters Scaled)
 HG1063
 HG1063                          SUPERSEDED SURVEY CONTROL
 HG1063
 HG1063  NGVD 29 (03/09/04)  739.95   (m)         2427.7    (f) RESET       3  
 HG1063
 HG1063.Superseded values are not recommended for survey control.
 HG1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1063.See file dsdata.txt to determine how the superseded data were derived.
 HG1063
 HG1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG422576(NAD 83)
 HG1063_MARKER: DV = VERTICAL CONTROL DISK
 HG1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG1063_SP_SET: CONCRETE POST
 HG1063_STAMPING: C 35 RESET 1981
 HG1063_MARK LOGO: NGS   
 HG1063_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG1063+STABILITY: SURFACE MOTION
 HG1063
 HG1063  HISTORY     - Date     Condition        Report By
 HG1063  HISTORY     - 1981     MONUMENTED       KSDT
 HG1063
 HG1063                          STATION DESCRIPTION
 HG1063
 HG1063'DESCRIBED BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 HG1063'ABOUT 1.5 MILES (2.4 KM) NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HG1063'PACIFIC RAILWAY FROM THE STATION AT BUCKLIN, 22 FEET (6.7 M) NORTH OF
 HG1063'THE CENTER OF A FARM ENTRANCE CROSSING, 46.4 FEET (14.1 M) SOUTHWEST
 HG1063'OF THE CENTERLINE OF K-34 STATION 272+32, STEEL POST BESIDE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0612 ***********************************************************************
 HH0612  DESIGNATION -  C 352
 HH0612  PID         -  HH0612
 HH0612  STATE/COUNTY-  KS/FINNEY
 HH0612  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0612
 HH0612                         *CURRENT SURVEY CONTROL
 HH0612  ___________________________________________________________________
 HH0612* NAD 83(1986)-  37 58 01.     (N)    100 51 39.     (W)     SCALED    
 HH0612* NAVD 88     -       865.771  (meters)    2840.45   (feet)  ADJUSTED  
 HH0612  ___________________________________________________________________
 HH0612  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HH0612  DYNAMIC HT  -         865.001 (meters)    2837.92  (feet)  COMP
 HH0612  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 HH0612
 HH0612  VERT ORDER  -  FIRST     CLASS II
 HH0612
 HH0612.The horizontal coordinates were scaled from a topographic map and have
 HH0612.an estimated accuracy of +/- 6 seconds.
 HH0612
 HH0612.The orthometric height was determined by differential leveling
 HH0612.and adjusted by the National Geodetic Survey in June 1991..
 HH0612
 HH0612.The geoid height was determined by GEOID03.
 HH0612
 HH0612.The dynamic height is computed by dividing the NAVD 88
 HH0612.geopotential number by the normal gravity value computed on the
 HH0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0612.degrees latitude (g = 980.6199 gals.).
 HH0612
 HH0612.The modeled gravity was interpolated from observed gravity values.
 HH0612
 HH0612;                    North         East    Units  Estimated Accuracy
 HH0612;SPC KS S     -   546,940.      192,590.      MT  (+/- 180 meters Scaled)
 HH0612
 HH0612                          SUPERSEDED SURVEY CONTROL
 HH0612
 HH0612.No superseded survey control is available for this station.
 HH0612
 HH0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH365037(NAD 83)
 HH0612_MARKER: DB = BENCH MARK DISK
 HH0612_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HH0612_SP_SET: BUILDING
 HH0612_STAMPING: C 352 1986
 HH0612_MARK LOGO: NGS   
 HH0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0612
 HH0612  HISTORY     - Date     Condition        Report By
 HH0612  HISTORY     - 1986     MONUMENTED       NGS
 HH0612
 HH0612                          STATION DESCRIPTION
 HH0612
 HH0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0612'1.5 KM (0.95 MI) EAST FROM GARDEN CITY.
 HH0612'1.20 KM (0.75 MI) EAST ALONG US HIGHWAY 50 (FULTON STREET) FROM THE
 HH0612'JUNCTION OF US HIGHWAY 83 (MAIN STREET) IN GARDEN CITY, THENCE 0.30 KM
 HH0612'(0.2 MI) NORTH ALONG HUDSON STREET, VERTICALLY IN THE NORTH FACE OF
 HH0612'THE ALTA BROWN ELEMENTARY SCHOOL GYMNASIUM, 24.8 METERS (81.5 FT) EAST
 HH0612'OF THE CENTER OF HUTSON STREET, 22.3 METERS (73 FT) SOUTH OF THE
 HH0612'CENTER OF PINE STREET AND 5.9 METERS (19.5 FT) EAST OF THE NORTHWEST
 HH0612'CORNER OF THE BUILDING.
 HH0612'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0636 ***********************************************************************
 HH0636  DESIGNATION -  C 353
 HH0636  PID         -  HH0636
 HH0636  STATE/COUNTY-  KS/FORD
 HH0636  USGS QUAD   -  DODGE CITY SW (1984)
 HH0636
 HH0636                         *CURRENT SURVEY CONTROL
 HH0636  ___________________________________________________________________
 HH0636* NAD 83(1986)-  37 46 27.     (N)    100 09 16.     (W)     SCALED    
 HH0636* NAVD 88     -       773.770  (meters)    2538.61   (feet)  ADJUSTED  
 HH0636  ___________________________________________________________________
 HH0636  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 HH0636  DYNAMIC HT  -         773.103 (meters)    2536.42  (feet)  COMP
 HH0636  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 HH0636
 HH0636  VERT ORDER  -  FIRST     CLASS II
 HH0636
 HH0636.The horizontal coordinates were scaled from a topographic map and have
 HH0636.an estimated accuracy of +/- 6 seconds.
 HH0636
 HH0636.The orthometric height was determined by differential leveling
 HH0636.and adjusted by the National Geodetic Survey in June 1991..
 HH0636
 HH0636.The geoid height was determined by GEOID03.
 HH0636
 HH0636.The dynamic height is computed by dividing the NAVD 88
 HH0636.geopotential number by the normal gravity value computed on the
 HH0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0636.degrees latitude (g = 980.6199 gals.).
 HH0636
 HH0636.The modeled gravity was interpolated from observed gravity values.
 HH0636
 HH0636;                    North         East    Units  Estimated Accuracy
 HH0636;SPC KS S     -   524,210.      254,260.      MT  (+/- 180 meters Scaled)
 HH0636
 HH0636                          SUPERSEDED SURVEY CONTROL
 HH0636
 HH0636.No superseded survey control is available for this station.
 HH0636
 HH0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG983813(NAD 83)
 HH0636_MARKER: I = METAL ROD
 HH0636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0636_SP_SET: STAINLESS STEEL ROD
 HH0636_STAMPING: C 353 1986
 HH0636_MARK LOGO: NGS   
 HH0636_PROJECTION: FLUSH
 HH0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0636_ROD/PIPE-DEPTH: 9.7  meters
 HH0636
 HH0636  HISTORY     - Date     Condition        Report By
 HH0636  HISTORY     - 1986     MONUMENTED       NGS
 HH0636
 HH0636                          STATION DESCRIPTION
 HH0636
 HH0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0636'12.3 KM (7.65 MI) WEST FROM DODGE CITY.
 HH0636'12.33 KM (7.7 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 HH0636'HIGHWAYS 56 AND 283 AT DODGE CITY, IN THE WEST CORNER OF THE JUNCTION
 HH0636'OF A DIRT ROAD CROSSING THE ATCHISON, TOPEKA AND THE SANTA FE
 HH0636'RAILROAD, 0.8 KM (0.05 MI) EAST OF MILEPOST 112, 48.7 METERS (160 FT)
 HH0636'SOUTHWEST ACROSS THE TRACKS FROM THE HIGHWAY CENTERLINE, 17.4 METERS
 HH0636'(47.5 FT) NORTHWEST OF BENCH MARK H 34, 14.4 METERS (47.5 FT)
 HH0636'SOUTHWEST OF THE SOUTHWEST RAIL, 6.5 METERS (21.5 FT) NORTHWEST OF THE
 HH0636'CENTER OF THE ROAD, 2.0 METERS (6.5 FT) NORTHWEST OF THE NORTHWEST END
 HH0636'OF A WIRE GATE AND 0.3 METER (1 FT) NORTHEAST OF THE RIGHT OF WAY
 HH0636'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0636'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 HH0636'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0653 ***********************************************************************
 HG0653  DESIGNATION -  C 354
 HG0653  PID         -  HG0653
 HG0653  STATE/COUNTY-  KS/FORD
 HG0653  USGS QUAD   -  BUCKLIN (1969)
 HG0653
 HG0653                         *CURRENT SURVEY CONTROL
 HG0653  ___________________________________________________________________
 HG0653* NAD 83(1986)-  37 36 09.     (N)    099 42 13.     (W)     SCALED    
 HG0653* NAVD 88     -       740.772  (meters)    2430.35   (feet)  ADJUSTED  
 HG0653  ___________________________________________________________________
 HG0653  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 HG0653  DYNAMIC HT  -         740.122 (meters)    2428.22  (feet)  COMP
 HG0653  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 HG0653
 HG0653  VERT ORDER  -  FIRST     CLASS II
 HG0653
 HG0653.The horizontal coordinates were scaled from a topographic map and have
 HG0653.an estimated accuracy of +/- 6 seconds.
 HG0653
 HG0653.The orthometric height was determined by differential leveling
 HG0653.and adjusted by the National Geodetic Survey in June 1991..
 HG0653
 HG0653.The geoid height was determined by GEOID03.
 HG0653
 HG0653.The dynamic height is computed by dividing the NAVD 88
 HG0653.geopotential number by the normal gravity value computed on the
 HG0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0653.degrees latitude (g = 980.6199 gals.).
 HG0653
 HG0653.The modeled gravity was interpolated from observed gravity values.
 HG0653
 HG0653;                    North         East    Units  Estimated Accuracy
 HG0653;SPC KS S     -   504,550.      293,720.      MT  (+/- 180 meters Scaled)
 HG0653
 HG0653                          SUPERSEDED SURVEY CONTROL
 HG0653
 HG0653.No superseded survey control is available for this station.
 HG0653
 HG0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG378619(NAD 83)
 HG0653_MARKER: I = METAL ROD
 HG0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0653_SP_SET: STAINLESS STEEL ROD
 HG0653_STAMPING: C 354 1986
 HG0653_MARK LOGO: NGS   
 HG0653_PROJECTION: FLUSH
 HG0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0653_ROD/PIPE-DEPTH: 18.3 meters
 HG0653
 HG0653  HISTORY     - Date     Condition        Report By
 HG0653  HISTORY     - 1986     MONUMENTED       NGS
 HG0653
 HG0653                          STATION DESCRIPTION
 HG0653
 HG0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0653'6.1 KM (3.8 MI) SE FROM FORD.
 HG0653'6.15 KM (3.85 MI) SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE POST
 HG0653'OFFICE AT FORD, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF A
 HG0653'NORTH-SOUTH DIRT ROAD, 2.55 KM (1.6 MI) NORTHWEST OF THE Y JUNCTION OF
 HG0653'STATE HIGHWAY 34, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 22, ALSO 8.4
 HG0653'KM (5.25 MI) NORTHWEST OF BUCKLIN, 18.0 METERS (59 FT) SOUTHWEST OF
 HG0653'THE HIGHWAY CENTERLINE, 39.0 METERS (128 FT) WEST ACROSS THE HIGHWAY
 HG0653'FROM THE CENTER OF THE ROAD, 14.6 METERS (48 FT) NORTHEAST OF THE
 HG0653'NORTHEAST RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AND
 HG0653'0.5 METER (1.5 FT) SOUTHEAST OF A CONCRETE RIGHT OF WAY POST.
 HG0653'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0653'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 HG0653'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0752 ***********************************************************************
 HG0752  DESIGNATION -  C 355
 HG0752  PID         -  HG0752
 HG0752  STATE/COUNTY-  KS/HARPER
 HG0752  USGS QUAD   -  SPRING (1972)
 HG0752
 HG0752                         *CURRENT SURVEY CONTROL
 HG0752  ___________________________________________________________________
 HG0752* NAD 83(1986)-  37 02 10.     (N)    098 02 43.     (W)     SCALED    
 HG0752* NAVD 88     -       424.890  (meters)    1393.99   (feet)  ADJUSTED  
 HG0752  ___________________________________________________________________
 HG0752  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 HG0752  DYNAMIC HT  -         424.532 (meters)    1392.82  (feet)  COMP
 HG0752  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 HG0752
 HG0752  VERT ORDER  -  FIRST     CLASS II
 HG0752
 HG0752.The horizontal coordinates were scaled from a topographic map and have
 HG0752.an estimated accuracy of +/- 6 seconds.
 HG0752
 HG0752.The orthometric height was determined by differential leveling
 HG0752.and adjusted by the National Geodetic Survey in June 1991..
 HG0752
 HG0752.The geoid height was determined by GEOID03.
 HG0752
 HG0752.The dynamic height is computed by dividing the NAVD 88
 HG0752.geopotential number by the normal gravity value computed on the
 HG0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0752.degrees latitude (g = 980.6199 gals.).
 HG0752
 HG0752.The modeled gravity was interpolated from observed gravity values.
 HG0752
 HG0752;                    North         East    Units  Estimated Accuracy
 HG0752;SPC KS S     -   441,100.      440,460.      MT  (+/- 180 meters Scaled)
 HG0752
 HG0752                          SUPERSEDED SURVEY CONTROL
 HG0752
 HG0752.No superseded survey control is available for this station.
 HG0752
 HG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF849993(NAD 83)
 HG0752_MARKER: I = METAL ROD
 HG0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0752_SP_SET: STAINLESS STEEL ROD
 HG0752_STAMPING: C 355 1985
 HG0752_MARK LOGO: NGS   
 HG0752_PROJECTION: FLUSH
 HG0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0752_ROD/PIPE-DEPTH: 4.9  meters
 HG0752
 HG0752  HISTORY     - Date     Condition        Report By
 HG0752  HISTORY     - 1985     MONUMENTED       NGS
 HG0752
 HG0752                          STATION DESCRIPTION
 HG0752
 HG0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HG0752'5.4 KM (3.35 MI) NORTH FROM MANCHESTER OKLAHOMA.
 HG0752'0.19 KM (0.12 MI) WEST ALONG MAIN STREET FROM THE POST OFFICE IN
 HG0752'MANCHESTER, THENCE 5.23 KM (3.25 MI) NORTH ALONG OKLAHOMA STATE
 HG0752'HIGHWAY 132 AND KANSAS STATE HIGHWAY 179, IN THE SOUTHEAST CORNER OF
 HG0752'THE T JUNCTION OF A GRAVEL SECTION LINE ROAD, AT THE CENTER OF A
 HG0752'DOUBLE WOOD POST BRACE AT THE WEST END OF A WIRE GATE, 0.31 KM (0.19
 HG0752'MI) SOUTH OF MILEPOST 3, 107.0 METERS (351 FT) EAST OF THE HIGHWAY
 HG0752'CENTERLINE, 7.0 METERS (23 FT) SOUTH OF THE CENTER OF THE ROAD, 1.1
 HG0752'METERS (3.5 FT) WEST OF THE WEST END OF THE GATE AND 0.3 METER (1 FT)
 HG0752'NORTH OF AN EAST-WEST FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 HG0752'THROUGH A 5-INCH LOGO CAP.
 HG0752'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0752'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0743 ***********************************************************************
 HG0743  DESIGNATION -  C 356
 HG0743  PID         -  HG0743
 HG0743  STATE/COUNTY-  KS/KINGMAN
 HG0743  USGS QUAD   -  KINGMAN (1983)
 HG0743
 HG0743                         *CURRENT SURVEY CONTROL
 HG0743  ___________________________________________________________________
 HG0743* NAD 83(1986)-  37 38 22.     (N)    098 06 47.     (W)     SCALED    
 HG0743* NAVD 88     -       457.283  (meters)    1500.27   (feet)  ADJUSTED  
 HG0743  ___________________________________________________________________
 HG0743  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0743  DYNAMIC HT  -         456.906 (meters)    1499.03  (feet)  COMP
 HG0743  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 HG0743
 HG0743  VERT ORDER  -  FIRST     CLASS II
 HG0743
 HG0743.The horizontal coordinates were scaled from a topographic map and have
 HG0743.an estimated accuracy of +/- 6 seconds.
 HG0743
 HG0743.The orthometric height was determined by differential leveling
 HG0743.and adjusted by the National Geodetic Survey in June 1991..
 HG0743
 HG0743.The geoid height was determined by GEOID03.
 HG0743
 HG0743.The dynamic height is computed by dividing the NAVD 88
 HG0743.geopotential number by the normal gravity value computed on the
 HG0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0743.degrees latitude (g = 980.6199 gals.).
 HG0743
 HG0743.The modeled gravity was interpolated from observed gravity values.
 HG0743
 HG0743;                    North         East    Units  Estimated Accuracy
 HG0743;SPC KS S     -   508,030.      434,150.      MT  (+/- 180 meters Scaled)
 HG0743
 HG0743                          SUPERSEDED SURVEY CONTROL
 HG0743
 HG0743.No superseded survey control is available for this station.
 HG0743
 HG0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG782661(NAD 83)
 HG0743_MARKER: I = METAL ROD
 HG0743_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG0743_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG0743_STAMPING: C 356 1986
 HG0743_MARK LOGO: NGS   
 HG0743_PROJECTION: RECESSED 8 CENTIMETERS
 HG0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0743+STABILITY: POSITION/ELEVATION WELL
 HG0743_ROD/PIPE-DEPTH: 11.9 meters
 HG0743_SLEEVE-DEPTH  : 6.1 meters
 HG0743
 HG0743  HISTORY     - Date     Condition        Report By
 HG0743  HISTORY     - 1986     MONUMENTED       NGS
 HG0743
 HG0743                          STATION DESCRIPTION
 HG0743
 HG0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0743'IN KINGMAN.
 HG0743'IN KINGMAN, AT THE WEST EDGE OF THE KINGMAN MUNICIPAL PARK, 36.9
 HG0743'METERS (121 FT) EAST OF THE CENTER OF STATE ROUTE 14, 27.4 METERS (90
 HG0743'FT) EAST OF THE NORTH END OF THE EAST CONCRETE BRIDGE BANISTER, 2.6
 HG0743'METERS (8.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A 20 BY 20 FOOT
 HG0743'COVERED PICNIC STAND, 15.9 METERS (52 FT) WEST-NORTHWEST OF A PARK
 HG0743'STREET LITE POLE, 9.9 METERS (32.6 FT) EAST-SOUTHEAST OF A VERTICAL
 HG0743'WATER SPIGOT, 11.9 METERS (39 FT) WEST-SOUTHWEST OF A 40-INCH PIN OAK
 HG0743'TREE, 29.3 METERS (96 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE
 HG0743'WALKWAY AND 24.4 METERS (80 FT) WEST OF THE CENTER OF AN ASPHALT DRIVE
 HG0743'IN THE PARK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HG0743'CAP.
 HG0743'THE MARK IS 1.5 M BELOW STATE ROUTE 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0678 ***********************************************************************
 HG0678  DESIGNATION -  C 357
 HG0678  PID         -  HG0678
 HG0678  STATE/COUNTY-  KS/KIOWA
 HG0678  USGS QUAD   -  BRENHAM (1968)
 HG0678
 HG0678                         *CURRENT SURVEY CONTROL
 HG0678  ___________________________________________________________________
 HG0678* NAD 83(1986)-  37 36 34.     (N)    099 11 25.     (W)     SCALED    
 HG0678* NAVD 88     -       670.898  (meters)    2201.10   (feet)  ADJUSTED  
 HG0678  ___________________________________________________________________
 HG0678  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 HG0678  DYNAMIC HT  -         670.322 (meters)    2199.21  (feet)  COMP
 HG0678  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 HG0678
 HG0678  VERT ORDER  -  FIRST     CLASS II
 HG0678
 HG0678.The horizontal coordinates were scaled from a topographic map and have
 HG0678.an estimated accuracy of +/- 6 seconds.
 HG0678
 HG0678.The orthometric height was determined by differential leveling
 HG0678.and adjusted by the National Geodetic Survey in June 1991..
 HG0678
 HG0678.The geoid height was determined by GEOID03.
 HG0678
 HG0678.The dynamic height is computed by dividing the NAVD 88
 HG0678.geopotential number by the normal gravity value computed on the
 HG0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0678.degrees latitude (g = 980.6199 gals.).
 HG0678
 HG0678.The modeled gravity was interpolated from observed gravity values.
 HG0678
 HG0678;                    North         East    Units  Estimated Accuracy
 HG0678;SPC KS S     -   504,860.      339,060.      MT  (+/- 180 meters Scaled)
 HG0678
 HG0678                          SUPERSEDED SURVEY CONTROL
 HG0678
 HG0678.No superseded survey control is available for this station.
 HG0678
 HG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG832625(NAD 83)
 HG0678_MARKER: I = METAL ROD
 HG0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0678_SP_SET: STAINLESS STEEL ROD
 HG0678_STAMPING: C 357 1986
 HG0678_MARK LOGO: NGS   
 HG0678_PROJECTION: FLUSH
 HG0678_MAGNETIC: I = MARKER IS A STEEL ROD
 HG0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0678+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1997
 HG0678_ROD/PIPE-DEPTH: 11.0 meters
 HG0678
 HG0678  HISTORY     - Date     Condition        Report By
 HG0678  HISTORY     - 1986     MONUMENTED       NGS
 HG0678  HISTORY     - 1988     GOOD             USPSQD
 HG0678  HISTORY     - 19971022 GOOD             NGS
 HG0678
 HG0678                          STATION DESCRIPTION
 HG0678
 HG0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0678'9.1 KM (5.65 MI) EAST FROM GREENSBURG.
 HG0678'9.1 KM (5.7 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN
 HG0678'STREET AT GREENSBURG, ON TOP OF A LOW CUT, 0.33 KM (0.2 MI) EAST OF
 HG0678'MILEPOST 113, 40.5 METERS (133 FT) NORTH OF THE HIGHWAY CENTERLINE,
 HG0678'32.0 METERS (105 FT) SOUTH-SOUTHEAST ACROSS THE CHICAGO, ROCK ISLAND
 HG0678'AND PACIFIC RAILROAD FROM ITS MILEPOLE 323, 14.6 METERS (48 FT) SOUTH
 HG0678'OF THE SOUTH RAIL, 0.5 METER (1.5 FT) WEST OF A CONCRETE RIGHT OF WAY
 HG0678'POST AND 0.5 METER (1.5 FT) BELOW THE TRACKS.  NOTE--ACCESS TO DATUM
 HG0678'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0678'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0678'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 HG0678
 HG0678                          STATION RECOVERY (1988)
 HG0678
 HG0678'RECOVERY NOTE BY US POWER SQUADRON 1988 (DRL)
 HG0678'RECOVERED IN GOOD CONDITION.
 HG0678
 HG0678                          STATION RECOVERY (1997)
 HG0678
 HG0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HG0678'7.5 KM (4.65 MI) WESTERLY ALONG U.S.  HIGHWAY 54 FROM THE JUNCTION OF
 HG0678'MAIN STREET IN HAVILAND, 66.1 M (216.9 FT) NORTH OF THE HIGHWAY
 HG0678'CENTERLINE, 32.0 M (105.0 FT) SOUTHEAST OF RAILROAD MILEPOST 323, 4.6
 HG0678'M (15.1 FT) SOUTH OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 1.0
 HG0678'M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) WEST OF A
 HG0678'RIGHT-OF-WAY POST AND A METAL GUARD POST, AND 0.3 M (1.0 FT) EAST OF A
 HG0678'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 HG0678'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0431 ***********************************************************************
 JH0431  DESIGNATION -  C 358
 JH0431  PID         -  JH0431
 JH0431  STATE/COUNTY-  KS/FINNEY
 JH0431  USGS QUAD   -  LOWE (1976)
 JH0431
 JH0431                         *CURRENT SURVEY CONTROL
 JH0431  ___________________________________________________________________
 JH0431* NAD 83(1986)-  38 07 09.     (N)    100 53 02.     (W)     SCALED    
 JH0431* NAVD 88     -       869.937  (meters)    2854.12   (feet)  ADJUSTED  
 JH0431  ___________________________________________________________________
 JH0431  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 JH0431  DYNAMIC HT  -         869.175 (meters)    2851.62  (feet)  COMP
 JH0431  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 JH0431
 JH0431  VERT ORDER  -  FIRST     CLASS II
 JH0431
 JH0431.The horizontal coordinates were scaled from a topographic map and have
 JH0431.an estimated accuracy of +/- 6 seconds.
 JH0431
 JH0431.The orthometric height was determined by differential leveling
 JH0431.and adjusted by the National Geodetic Survey in June 1991..
 JH0431
 JH0431.The geoid height was determined by GEOID03.
 JH0431
 JH0431.The dynamic height is computed by dividing the NAVD 88
 JH0431.geopotential number by the normal gravity value computed on the
 JH0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0431.degrees latitude (g = 980.6199 gals.).
 JH0431
 JH0431.The modeled gravity was interpolated from observed gravity values.
 JH0431
 JH0431;                    North         East    Units  Estimated Accuracy
 JH0431;SPC KS S     -   563,880.      190,990.      MT  (+/- 180 meters Scaled)
 JH0431
 JH0431                          SUPERSEDED SURVEY CONTROL
 JH0431
 JH0431.No superseded survey control is available for this station.
 JH0431
 JH0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH348207(NAD 83)
 JH0431_MARKER: I = METAL ROD
 JH0431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0431_SP_SET: STAINLESS STEEL ROD
 JH0431_STAMPING: C 358 1986
 JH0431_MARK LOGO: NGS   
 JH0431_PROJECTION: FLUSH
 JH0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0431_ROD/PIPE-DEPTH: 14.6 meters
 JH0431
 JH0431  HISTORY     - Date     Condition        Report By
 JH0431  HISTORY     - 1986     MONUMENTED       NGS
 JH0431
 JH0431                          STATION DESCRIPTION
 JH0431
 JH0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0431'16.1 KM (10.0 MI) NORTH FROM GARDEN CITY.
 JH0431'16.1 KM (10.05 MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0431'HIGHWAY 50 WEST AT GARDEN CITY, IN THE SOUTHWEST CORNER OF THE
 JH0431'JUNCTION OF A DIRT ROAD, 22.8 METERS (75 FT) WEST OF THE HIGHWAY
 JH0431'CENTERLINE, 83.8 METERS (275 FT) SOUTH OF THE CENTER OF THE ROAD,
 JH0431'30.2 METERS (99 FT) WEST OF MILEPOST 81, 1.2 METERS (4 FT) EAST OF THE
 JH0431'RIGHT OF WAY FENCE AND 0.5 METER (1.5 FT) NORTH OF A CONCRETE RIGHT OF
 JH0431'WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JH0431'CAP.
 JH0431'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0431'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0706 ***********************************************************************
 HG0706  DESIGNATION -  C 359
 HG0706  PID         -  HG0706
 HG0706  STATE/COUNTY-  KS/PRATT
 HG0706  USGS QUAD   -  PRATT (1968)
 HG0706
 HG0706                         *CURRENT SURVEY CONTROL
 HG0706  ___________________________________________________________________
 HG0706* NAD 83(1986)-  37 38 45.     (N)    098 43 01.     (W)     SCALED    
 HG0706* NAVD 88     -       569.648  (meters)    1868.92   (feet)  ADJUSTED  
 HG0706  ___________________________________________________________________
 HG0706  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 HG0706  DYNAMIC HT  -         569.170 (meters)    1867.35  (feet)  COMP
 HG0706  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 HG0706
 HG0706  VERT ORDER  -  FIRST     CLASS II
 HG0706
 HG0706.The horizontal coordinates were scaled from a topographic map and have
 HG0706.an estimated accuracy of +/- 6 seconds.
 HG0706
 HG0706.The orthometric height was determined by differential leveling
 HG0706.and adjusted by the National Geodetic Survey in June 1991..
 HG0706
 HG0706.The geoid height was determined by GEOID03.
 HG0706
 HG0706.The dynamic height is computed by dividing the NAVD 88
 HG0706.geopotential number by the normal gravity value computed on the
 HG0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0706.degrees latitude (g = 980.6199 gals.).
 HG0706
 HG0706.The modeled gravity was interpolated from observed gravity values.
 HG0706
 HG0706;                    North         East    Units  Estimated Accuracy
 HG0706;SPC KS S     -   508,700.      380,860.      MT  (+/- 180 meters Scaled)
 HG0706
 HG0706                          SUPERSEDED SURVEY CONTROL
 HG0706
 HG0706.No superseded survey control is available for this station.
 HG0706
 HG0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG249665(NAD 83)
 HG0706_MARKER: I = METAL ROD
 HG0706_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0706_SP_SET: STAINLESS STEEL ROD
 HG0706_STAMPING: C 359 1986
 HG0706_MARK LOGO: NGS   
 HG0706_PROJECTION: FLUSH
 HG0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0706_ROD/PIPE-DEPTH: 9.7  meters
 HG0706
 HG0706  HISTORY     - Date     Condition        Report By
 HG0706  HISTORY     - 1986     MONUMENTED       NGS
 HG0706
 HG0706                          STATION DESCRIPTION
 HG0706
 HG0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0706'1.9 KM (1.2 MI) EAST FROM PRATT.
 HG0706'1.98 KM (1.23 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US
 HG0706'HIGHWAY 281 AT PRATT, IN THE TRIANGLE FORMED BY THE JUNCTION OF STATE
 HG0706'HIGHWAY 61, 21.7 METERS (71.5 FT) NORTH OF THE CENTER OF US HIGHWAY
 HG0706'54, 37.5 METERS (123 FT) WEST OF THE CENTER OF STATE HIGHWAY 61, 12.8
 HG0706'METERS (42.5 FT) SOUTHEAST OF THE CENTER OF A STATE HIGHWAY 61 CUT OFF
 HG0706'AND 0.9 METER (3 FT) EAST OF A POWER POLE.  NOTE--ACCESS TO DATUM
 HG0706'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0706'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0706'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0349 ***********************************************************************
 HG0349  DESIGNATION -  C 36
 HG0349  PID         -  HG0349
 HG0349  STATE/COUNTY-  KS/PRATT
 HG0349  USGS QUAD   -  COATS NE (1968)
 HG0349
 HG0349                         *CURRENT SURVEY CONTROL
 HG0349  ___________________________________________________________________
 HG0349* NAD 83(1986)-  37 38 34.     (N)    098 47 39.     (W)     SCALED    
 HG0349* NAVD 88     -       586.793  (meters)    1925.17   (feet)  POSTED    
 HG0349  ___________________________________________________________________
 HG0349  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 HG0349  DYNAMIC HT  -         586.300 (meters)    1923.55  (feet)  COMP
 HG0349  MODELED GRAV-     979,770.3   (mgal)                       NAVD 88
 HG0349
 HG0349  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HG0349
 HG0349.The horizontal coordinates were scaled from a topographic map and have
 HG0349.an estimated accuracy of +/- 6 seconds.
 HG0349
 HG0349.The orthometric height was determined by differential leveling
 HG0349.and adjusted by the National Geodetic Survey in 1992..
 HG0349.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HG0349.rate of 0.0 thru 1.0 mm/km.
 HG0349
 HG0349.The geoid height was determined by GEOID03.
 HG0349
 HG0349.The dynamic height is computed by dividing the NAVD 88
 HG0349.geopotential number by the normal gravity value computed on the
 HG0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0349.degrees latitude (g = 980.6199 gals.).
 HG0349
 HG0349.The modeled gravity was interpolated from observed gravity values.
 HG0349
 HG0349;                    North         East    Units  Estimated Accuracy
 HG0349;SPC KS S     -   508,370.      374,040.      MT  (+/- 180 meters Scaled)
 HG0349
 HG0349                          SUPERSEDED SURVEY CONTROL
 HG0349
 HG0349  NGVD 29 (??/??/92)  586.532  (m)         1924.31   (f) ADJ UNCH    1 2
 HG0349
 HG0349.Superseded values are not recommended for survey control.
 HG0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0349.See file dsdata.txt to determine how the superseded data were derived.
 HG0349
 HG0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG181662(NAD 83)
 HG0349_MARKER: DB = BENCH MARK DISK
 HG0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0349_STAMPING: C 36 1934
 HG0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0349+STABILITY: SURFACE MOTION
 HG0349
 HG0349  HISTORY     - Date     Condition        Report By
 HG0349  HISTORY     - 1934     MONUMENTED       CGS
 HG0349  HISTORY     - 1935     GOOD             NGS
 HG0349  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0349
 HG0349                          STATION DESCRIPTION
 HG0349
 HG0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0349'3.1 MI W FROM PRATT.
 HG0349'ABOUT 3.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0349'RAILWAY FROM THE STATION AT PRATT, PRATT COUNTY, 57 FEET SOUTH
 HG0349'OF THE CENTER LINE OF THE TRACK, 36 FEET WEST OF THE CENTER
 HG0349'LINE OF A GRAVEL ROAD, AND 6 FEET SOUTH OF THE RIGHT-OF-WAY
 HG0349'FENCE.  A STANDARD DISK, STAMPED C 36 1934 AND SET IN THE TOP
 HG0349'OF A CONCRETE POST.
 HG0349
 HG0349                          STATION RECOVERY (1935)
 HG0349
 HG0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HG0349'RECOVERED IN GOOD CONDITION.
 HG0349
 HG0349                          STATION RECOVERY (1986)
 HG0349
 HG0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0349'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0729 ***********************************************************************
 HG0729  DESIGNATION -  C 360
 HG0729  PID         -  HG0729
 HG0729  STATE/COUNTY-  KS/KINGMAN
 HG0729  USGS QUAD   -  PENALOSA (1967)
 HG0729
 HG0729                         *CURRENT SURVEY CONTROL
 HG0729  ___________________________________________________________________
 HG0729* NAD 83(1986)-  37 38 44.     (N)    098 18 26.     (W)     SCALED    
 HG0729* NAVD 88     -       504.912  (meters)    1656.53   (feet)  ADJUSTED  
 HG0729  ___________________________________________________________________
 HG0729  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 HG0729  DYNAMIC HT  -         504.490 (meters)    1655.15  (feet)  COMP
 HG0729  MODELED GRAV-     979,779.7   (mgal)                       NAVD 88
 HG0729
 HG0729  VERT ORDER  -  FIRST     CLASS II
 HG0729
 HG0729.The horizontal coordinates were scaled from a topographic map and have
 HG0729.an estimated accuracy of +/- 6 seconds.
 HG0729
 HG0729.The orthometric height was determined by differential leveling
 HG0729.and adjusted by the National Geodetic Survey in June 1991..
 HG0729
 HG0729.The geoid height was determined by GEOID03.
 HG0729
 HG0729.The dynamic height is computed by dividing the NAVD 88
 HG0729.geopotential number by the normal gravity value computed on the
 HG0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0729.degrees latitude (g = 980.6199 gals.).
 HG0729
 HG0729.The modeled gravity was interpolated from observed gravity values.
 HG0729
 HG0729;                    North         East    Units  Estimated Accuracy
 HG0729;SPC KS S     -   508,660.      417,010.      MT  (+/- 180 meters Scaled)
 HG0729
 HG0729                          SUPERSEDED SURVEY CONTROL
 HG0729
 HG0729.No superseded survey control is available for this station.
 HG0729
 HG0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG611667(NAD 83)
 HG0729_MARKER: I = METAL ROD
 HG0729_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0729_SP_SET: STAINLESS STEEL ROD
 HG0729_STAMPING: C 360 1986
 HG0729_MARK LOGO: NGS   
 HG0729_PROJECTION: FLUSH
 HG0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0729_ROD/PIPE-DEPTH: 10.9 meters
 HG0729
 HG0729  HISTORY     - Date     Condition        Report By
 HG0729  HISTORY     - 1986     MONUMENTED       NGS
 HG0729
 HG0729                          STATION DESCRIPTION
 HG0729
 HG0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0729'10.7 KM (6.65 MI) EAST FROM CUNNINGHAM.
 HG0729'10.71 KM (6.69 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF
 HG0729'COUNTY ROAD 359 AT CUNNINGHAM, AT GAME MANAGEMENT AREA PARKING LOT,
 HG0729'0.29 KM (0.18 MI) WEST OF MILEPOST 162, 45.5 METERS (149.5 FT) NORTH
 HG0729'OF THE HIGHWAY CENTERLINE, 8.1 METERS (26.5 FT) EAST OF THE NORTHWEST
 HG0729'CORNER OF THE FENCE AROUND THE PARKING LOT, 4.2 METERS (14 FT)
 HG0729'SOUTHWEST OF A WATER FOUNTAIN, 3.3 METERS ((11 FT) WEST OF THE WEST
 HG0729'GATE POST OF A WALK THRU GATE, 2.6 METERS (8.5 FT) EAST OF THE EAST
 HG0729'GATE POST OF A DRIVE THRU GATE AND 0.3 METER (1 FT) NORTH OF A FENCE.
 HG0729'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0729'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0729'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0482 ***********************************************************************
 JH0482  DESIGNATION -  C 361
 JH0482  PID         -  JH0482
 JH0482  STATE/COUNTY-  KS/LOGAN
 JH0482  USGS QUAD   -  ELKADER NE (1972)
 JH0482
 JH0482                         *CURRENT SURVEY CONTROL
 JH0482  ___________________________________________________________________
 JH0482* NAD 83(1986)-  38 55 50.     (N)    100 51 07.     (W)     SCALED    
 JH0482* NAVD 88     -       908.680  (meters)    2981.23   (feet)  ADJUSTED  
 JH0482  ___________________________________________________________________
 JH0482  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 JH0482  DYNAMIC HT  -         907.948 (meters)    2978.83  (feet)  COMP
 JH0482  MODELED GRAV-     979,791.6   (mgal)                       NAVD 88
 JH0482
 JH0482  VERT ORDER  -  FIRST     CLASS II
 JH0482
 JH0482.The horizontal coordinates were scaled from a topographic map and have
 JH0482.an estimated accuracy of +/- 6 seconds.
 JH0482
 JH0482.The orthometric height was determined by differential leveling
 JH0482.and adjusted by the National Geodetic Survey in June 1991..
 JH0482
 JH0482.The geoid height was determined by GEOID03.
 JH0482
 JH0482.The dynamic height is computed by dividing the NAVD 88
 JH0482.geopotential number by the normal gravity value computed on the
 JH0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0482.degrees latitude (g = 980.6199 gals.).
 JH0482
 JH0482.The modeled gravity was interpolated from observed gravity values.
 JH0482
 JH0482;                    North         East    Units  Estimated Accuracy
 JH0482;SPC KS N     -    70,190.      152,750.      MT  (+/- 180 meters Scaled)
 JH0482
 JH0482                          SUPERSEDED SURVEY CONTROL
 JH0482
 JH0482  NGVD 29 (02/14/92)  908.338  (m)         2980.11   (f) ADJUSTED    1 2
 JH0482
 JH0482.Superseded values are not recommended for survey control.
 JH0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0482.See file dsdata.txt to determine how the superseded data were derived.
 JH0482
 JH0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ394107(NAD 83)
 JH0482_MARKER: I = METAL ROD
 JH0482_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JH0482_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JH0482_STAMPING: C 361 1986
 JH0482_MARK LOGO: NGS   
 JH0482_PROJECTION: FLUSH
 JH0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JH0482+STABILITY: POSITION/ELEVATION WELL
 JH0482_ROD/PIPE-DEPTH: 14.3 meters
 JH0482_SLEEVE-DEPTH  : 9.1 meters
 JH0482
 JH0482  HISTORY     - Date     Condition        Report By
 JH0482  HISTORY     - 1986     MONUMENTED       NGS
 JH0482
 JH0482                          STATION DESCRIPTION
 JH0482
 JH0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0482'20.7 KM (12.85 MI) SOUTH FROM OAKLEY.
 JH0482'20.75 KM (12.96 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0482'HIGHWAY 40 AT OAKLEY, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A
 JH0482'GRAVEL ROAD, 0.47 KM (0.29 MI) NORTH OF MILEPOST 138, 15.1 METERS
 JH0482'(49.5 FT) EAST OF THE HIGHWAY CENTERLINE, 78.3 METERS (257 FT) SOUTH
 JH0482'OF THE CENTER OF THE ROAD, 57.0 METERS (187 FT) NORTH OF THE CENTER OF
 JH0482'A DRIVE WAY LEADING TO A FARM HOUSE AND 0.6 METER (2 FT) NORTH OF A
 JH0482'CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 JH0482'THROUGH A 5-INCH LOGO CAP.
 JH0482'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0482'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0571 ***********************************************************************
 KH0571  DESIGNATION -  C 362
 KH0571  PID         -  KH0571
 KH0571  STATE/COUNTY-  KS/GOVE
 KH0571  USGS QUAD   -  SUNNY SLOPE LAKE (1979)
 KH0571
 KH0571                         *CURRENT SURVEY CONTROL
 KH0571  ___________________________________________________________________
 KH0571* NAD 83(1986)-  39 07 07.     (N)    100 31 00.     (W)     SCALED    
 KH0571* NAVD 88     -       861.200  (meters)    2825.45   (feet)  ADJUSTED  
 KH0571  ___________________________________________________________________
 KH0571  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 KH0571  DYNAMIC HT  -         860.524 (meters)    2823.24  (feet)  COMP
 KH0571  MODELED GRAV-     979,813.7   (mgal)                       NAVD 88
 KH0571
 KH0571  VERT ORDER  -  FIRST     CLASS II
 KH0571
 KH0571.The horizontal coordinates were scaled from a topographic map and have
 KH0571.an estimated accuracy of +/- 6 seconds.
 KH0571
 KH0571.The orthometric height was determined by differential leveling
 KH0571.and adjusted by the National Geodetic Survey in June 1991..
 KH0571
 KH0571.The geoid height was determined by GEOID03.
 KH0571
 KH0571.The dynamic height is computed by dividing the NAVD 88
 KH0571.geopotential number by the normal gravity value computed on the
 KH0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0571.degrees latitude (g = 980.6199 gals.).
 KH0571
 KH0571.The modeled gravity was interpolated from observed gravity values.
 KH0571
 KH0571;                    North         East    Units  Estimated Accuracy
 KH0571;SPC KS N     -    90,200.      182,390.      MT  (+/- 180 meters Scaled)
 KH0571
 KH0571                          SUPERSEDED SURVEY CONTROL
 KH0571
 KH0571  NGVD 29 (02/14/92)  860.866  (m)         2824.36   (f) ADJUSTED    1 2
 KH0571
 KH0571.Superseded values are not recommended for survey control.
 KH0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0571.See file dsdata.txt to determine how the superseded data were derived.
 KH0571
 KH0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ688310(NAD 83)
 KH0571_MARKER: DB = BENCH MARK DISK
 KH0571_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KH0571+WITH SETTING: PAVEMENT
 KH0571_SP_SET: WELL PAD
 KH0571_STAMPING: C 362 1986
 KH0571_MARK LOGO: NGS   
 KH0571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KH0571+STABILITY: POSITION/ELEVATION WELL
 KH0571
 KH0571  HISTORY     - Date     Condition        Report By
 KH0571  HISTORY     - 1986     MONUMENTED       NGS
 KH0571
 KH0571                          STATION DESCRIPTION
 KH0571
 KH0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KH0571'4.5 KM (2.8 MI) WEST FROM GRAINFIELD.
 KH0571'4.50 KM (2.81 MI) WEST ALONG OLD US HIGHWAY 40 FROM THE T JUNCTION OF
 KH0571'MAIN STREET AT GRAINFIELD, IN TOP OF THE EAST CORNER OF A 4 BY 8 FOOT
 KH0571'WELL PAD ATTACHED TO A DEEP SET WELL CASING, IN THE SOUTHWEST CORNER
 KH0571'OF THE JUNCTION OF COUNTY ROAD 479, 19.5 METERS (64 FT) SOUTH OF THE
 KH0571'HIGHWAY CENTERLINE, 11.4 METERS (37.5 FT) WEST OF THE CENTER OF THE
 KH0571'ROAD AND 7.0 METERS (23 FT) SOUTH OF A POWER POLE.
 KH0571'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0663 ***********************************************************************
 HH0663  DESIGNATION -  C 363
 HH0663  PID         -  HH0663
 HH0663  STATE/COUNTY-  KS/KEARNY
 HH0663  USGS QUAD   -  LAKIN (1978)
 HH0663
 HH0663                         *CURRENT SURVEY CONTROL
 HH0663  ___________________________________________________________________
 HH0663* NAD 83(1986)-  37 56 38.     (N)    101 21 19.     (W)     SCALED    
 HH0663* NAVD 88     -       982.998  (meters)    3225.05   (feet)  ADJUSTED  
 HH0663  ___________________________________________________________________
 HH0663  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 HH0663  DYNAMIC HT  -         982.089 (meters)    3222.07  (feet)  COMP
 HH0663  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 HH0663
 HH0663  VERT ORDER  -  FIRST     CLASS II
 HH0663
 HH0663.The horizontal coordinates were scaled from a topographic map and have
 HH0663.an estimated accuracy of +/- 6 seconds.
 HH0663
 HH0663.The orthometric height was determined by differential leveling
 HH0663.and adjusted by the National Geodetic Survey in June 1991..
 HH0663
 HH0663.The geoid height was determined by GEOID03.
 HH0663
 HH0663.The dynamic height is computed by dividing the NAVD 88
 HH0663.geopotential number by the normal gravity value computed on the
 HH0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0663.degrees latitude (g = 980.6199 gals.).
 HH0663
 HH0663.The modeled gravity was interpolated from observed gravity values.
 HH0663
 HH0663;                    North         East    Units  Estimated Accuracy
 HH0663;SPC KS S     -   545,600.      149,080.      MT  (+/- 180 meters Scaled)
 HH0663
 HH0663                          SUPERSEDED SURVEY CONTROL
 HH0663
 HH0663.No superseded survey control is available for this station.
 HH0663
 HH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH930022(NAD 83)
 HH0663_MARKER: I = METAL ROD
 HH0663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0663_SP_SET: STAINLESS STEEL ROD
 HH0663_STAMPING: C 363 1986
 HH0663_MARK LOGO: NGS   
 HH0663_PROJECTION: FLUSH
 HH0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0663_ROD/PIPE-DEPTH: 4.3  meters
 HH0663
 HH0663  HISTORY     - Date     Condition        Report By
 HH0663  HISTORY     - 1986     MONUMENTED       NGS
 HH0663
 HH0663                          STATION DESCRIPTION
 HH0663
 HH0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0663'17.8 KM (11.05 MI) EAST FROM KENDALL.
 HH0663'0.08 KM (0.05 MI) SOUTHEAST ALONG A DIRT STREET FROM THE POST OFFICE
 HH0663'AT KENDALL, THENCE 1.0 KM (0.65 MI) NORTHEAST ALONG AN ASPHALT ROAD,
 HH0663'THENCE 16.7 METERS (10.35 MI) EAST ALONG US HIGHWAY 50, AT ROAD K 23
 HH0663'LEADING SOUTH, ALSO 8.7 KM (5.4 MI) WEST OF LAKIN, 18.3 METERS (60 FT)
 HH0663'SOUTH OF THE HIGHWAY CENTERLINE, 11.6 METERS (38 FT) EAST OF THE
 HH0663'CENTER OF THE ROAD, 4.6 METERS (15 FT) EAST OF A TELEPHONE JUNCTION
 HH0663'BOX, 0.61 METER (2 FT) EAST OF A VERTICAL STEEL POST AND 0.4 METER
 HH0663'(1.3 FT) NORTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT
 HH0663'IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0663'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HH0663'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0457 ***********************************************************************
 JH0457  DESIGNATION -  C 364
 JH0457  PID         -  JH0457
 JH0457  STATE/COUNTY-  KS/SCOTT
 JH0457  USGS QUAD   -  SCOTT CITY (1976)
 JH0457
 JH0457                         *CURRENT SURVEY CONTROL
 JH0457  ___________________________________________________________________
 JH0457* NAD 83(1986)-  38 29 52.     (N)    100 54 27.     (W)     SCALED    
 JH0457* NAVD 88     -       906.351  (meters)    2973.59   (feet)  ADJUSTED  
 JH0457  ___________________________________________________________________
 JH0457  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JH0457  DYNAMIC HT  -         905.584 (meters)    2971.07  (feet)  COMP
 JH0457  MODELED GRAV-     979,751.2   (mgal)                       NAVD 88
 JH0457
 JH0457  VERT ORDER  -  FIRST     CLASS II
 JH0457
 JH0457.The horizontal coordinates were scaled from a topographic map and have
 JH0457.an estimated accuracy of +/- 6 seconds.
 JH0457
 JH0457.The orthometric height was determined by differential leveling
 JH0457.and adjusted by the National Geodetic Survey in June 1991..
 JH0457
 JH0457.The geoid height was determined by GEOID03.
 JH0457
 JH0457.The dynamic height is computed by dividing the NAVD 88
 JH0457.geopotential number by the normal gravity value computed on the
 JH0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0457.degrees latitude (g = 980.6199 gals.).
 JH0457
 JH0457.The modeled gravity was interpolated from observed gravity values.
 JH0457
 JH0457;                    North         East    Units  Estimated Accuracy
 JH0457;SPC KS S     -   605,940.      190,010.      MT  (+/- 180 meters Scaled)
 JH0457
 JH0457                          SUPERSEDED SURVEY CONTROL
 JH0457
 JH0457.No superseded survey control is available for this station.
 JH0457
 JH0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH336627(NAD 83)
 JH0457_MARKER: DB = BENCH MARK DISK
 JH0457_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JH0457+WITH SETTING: PAVEMENT
 JH0457_SP_SET: WELL PAD
 JH0457_STAMPING: C 364 1986
 JH0457_MARK LOGO: NGS   
 JH0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JH0457+STABILITY: POSITION/ELEVATION WELL
 JH0457
 JH0457  HISTORY     - Date     Condition        Report By
 JH0457  HISTORY     - 1986     MONUMENTED       NGS
 JH0457
 JH0457                          STATION DESCRIPTION
 JH0457
 JH0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0457'1.4 KM (0.85 MI) NORTH FROM SCOTT CITY.
 JH0457'1.45 KM (0.9 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0457'SCOTT CITY, IN TOP OF THE NORTHEAST CORNER OF A 6 BY 6 FOOT CONCRETE
 JH0457'WELL PAD ATTACHED TO A WELL CASING 180-FOOT DEEP, IN THE NORTHWEST
 JH0457'CORNER OF THE INTERSECTION OF A PAVED ROAD LEADING EAST AND A DIRT
 JH0457'ROAD LEADING WEST, 0.75 KM (0.5 MI) SOUTH OF MILEPOST 108, 34.7 METERS
 JH0457'(114 FT) WEST OF THE HIGHWAY CENTERLINE, 28.8 METERS (94.5 FT) NORTH
 JH0457'OF THE CENTER OF THE DIRT ROAD, 37.8 METERS (124 FT) SOUTH OF THE
 JH0457'SOUTHEAST CORNER OF A BUILDING AND 9.7 METERS (32 FT) EAST OF THE
 JH0457'SOUTHEAST CORNER OF A SHEET METAL BUILDING.
 JH0457'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0483 ***********************************************************************
 KG0483  DESIGNATION -  C 365
 KG0483  PID         -  KG0483
 KG0483  STATE/COUNTY-  KS/GRAHAM
 KG0483  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0483
 KG0483                         *CURRENT SURVEY CONTROL
 KG0483  ___________________________________________________________________
 KG0483* NAD 83(1986)-  39 20 49.     (N)    099 50 44.     (W)     SCALED    
 KG0483* NAVD 88     -       649.048  (meters)    2129.42   (feet)  ADJUSTED  
 KG0483  ___________________________________________________________________
 KG0483  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 KG0483  DYNAMIC HT  -         648.584 (meters)    2127.90  (feet)  COMP
 KG0483  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 KG0483
 KG0483  VERT ORDER  -  FIRST     CLASS II
 KG0483
 KG0483.The horizontal coordinates were scaled from a topographic map and have
 KG0483.an estimated accuracy of +/- 6 seconds.
 KG0483
 KG0483.The orthometric height was determined by differential leveling
 KG0483.and adjusted by the National Geodetic Survey in June 1991..
 KG0483
 KG0483.The geoid height was determined by GEOID03.
 KG0483
 KG0483.The dynamic height is computed by dividing the NAVD 88
 KG0483.geopotential number by the normal gravity value computed on the
 KG0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0483.degrees latitude (g = 980.6199 gals.).
 KG0483
 KG0483.The modeled gravity was interpolated from observed gravity values.
 KG0483
 KG0483;                    North         East    Units  Estimated Accuracy
 KG0483;SPC KS N     -   114,140.      240,930.      MT  (+/- 180 meters Scaled)
 KG0483
 KG0483                          SUPERSEDED SURVEY CONTROL
 KG0483
 KG0483  NGVD 29 (02/14/92)  648.760  (m)         2128.47   (f) ADJUSTED    1 2
 KG0483
 KG0483.Superseded values are not recommended for survey control.
 KG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0483.See file dsdata.txt to determine how the superseded data were derived.
 KG0483
 KG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ271556(NAD 83)
 KG0483_MARKER: I = METAL ROD
 KG0483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0483_SP_SET: STAINLESS STEEL ROD
 KG0483_STAMPING: C 365 1986
 KG0483_MARK LOGO: NGS   
 KG0483_PROJECTION: FLUSH
 KG0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0483_ROD/PIPE-DEPTH: 8.8  meters
 KG0483
 KG0483  HISTORY     - Date     Condition        Report By
 KG0483  HISTORY     - 1986     MONUMENTED       NGS
 KG0483
 KG0483                          STATION DESCRIPTION
 KG0483
 KG0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0483'2.0 KM (1.25 MI) SOUTH FROM HILL CITY.
 KG0483'1.99 KM (1.24 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0483'HIGHWAY 24 AT HILL CITY, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF
 KG0483'A DIRT ROAD, 0.11 KM (0.06 MI) SOUTH OF THE SOUTH END OF THE BRIDGE
 KG0483'OVER THE SOUTH FORK OF THE SOLOMON RIVER, 0.44 KM (0.27 MI) NORTH OF
 KG0483'MILEPOST 170, 21.6 METERS (71 FT) EAST OF THE HIGHWAY CENTERLINE, 6.0
 KG0483'METERS (20 FT) SOUTH OF THE CENTER OF THE ROAD, 3.3 METERS (11 FT)
 KG0483'SOUTH-SOUTHEAST OF THE SOUTH END OF A METAL GATE, 1.3 METERS (4.5 FT)
 KG0483'EAST OF A FENCE CORNER AND 0.3 METER (1 FT) SOUTH OF A FENCE.
 KG0483'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KG0483'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KG0483'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1062 ***********************************************************************
 KE1062  DESIGNATION -  C 367
 KE1062  PID         -  KE1062
 KE1062  STATE/COUNTY-  KS/SHAWNEE
 KE1062  USGS QUAD   -  TOPEKA (1983)
 KE1062
 KE1062                         *CURRENT SURVEY CONTROL
 KE1062  ___________________________________________________________________
 KE1062* NAD 83(1997)-  39 04 50.60874(N)    095 42 44.35430(W)     ADJUSTED  
 KE1062* NAVD 88     -       270.308  (meters)     886.84   (feet)  ADJUSTED  
 KE1062  ___________________________________________________________________
 KE1062  X           -    -493,475.070 (meters)                     COMP
 KE1062  Y           -  -4,933,248.417 (meters)                     COMP
 KE1062  Z           -   3,999,428.385 (meters)                     COMP
 KE1062  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 KE1062  ELLIP HEIGHT-         239.13  (meters)          (07/29/04) GPS OBS
 KE1062  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KE1062  DYNAMIC HT  -         270.133 (meters)     886.26  (feet)  COMP
 KE1062  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 KE1062
 KE1062  HORZ ORDER  -  FIRST
 KE1062  VERT ORDER  -  FIRST     CLASS II
 KE1062  ELLP ORDER  -  FOURTH    CLASS II
 KE1062
 KE1062.The horizontal coordinates were established by GPS observations
 KE1062.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 KE1062
 KE1062.The orthometric height was determined by differential leveling
 KE1062.and adjusted by the National Geodetic Survey in June 1991..
 KE1062
 KE1062.Photographs are available for this station.
 KE1062
 KE1062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1062
 KE1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1062
 KE1062.The ellipsoidal height was determined by GPS observations
 KE1062.and is referenced to NAD 83.
 KE1062
 KE1062.The geoid height was determined by GEOID03.
 KE1062
 KE1062.The dynamic height is computed by dividing the NAVD 88
 KE1062.geopotential number by the normal gravity value computed on the
 KE1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1062.degrees latitude (g = 980.6199 gals.).
 KE1062
 KE1062.The modeled gravity was interpolated from observed gravity values.
 KE1062
 KE1062;                    North         East     Units Scale Factor Converg.
 KE1062;SPC KS N     -    85,468.672   597,919.328   MT  0.99996123   +1 26 50.8
 KE1062;UTM  15      - 4,329,237.036   265,384.341   MT  1.00027783   -1 42 38.4
 KE1062
 KE1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1062!SPC KS N     -   0.99996248  x   0.99996123  =   0.99992371
 KE1062!UTM  15      -   0.99996248  x   1.00027783  =   1.00024030
 KE1062
 KE1062                          SUPERSEDED SURVEY CONTROL
 KE1062
 KE1062  ELLIP H (03/07/02)  239.14   (m)                       GP(       ) 4 2
 KE1062  NAVD 88 (03/07/02)  270.31   (m)          886.8    (f) LEVELING    3  
 KE1062
 KE1062.Superseded values are not recommended for survey control.
 KE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1062.See file dsdata.txt to determine how the superseded data were derived.
 KE1062
 KE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6538429237(NAD 83)
 KE1062_MARKER: I = METAL ROD
 KE1062_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1062_SP_SET: STAINLESS STEEL ROD
 KE1062_STAMPING: C 367 1986
 KE1062_MARK LOGO: NGS   
 KE1062_PROJECTION: FLUSH
 KE1062_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1062+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2001
 KE1062_ROD/PIPE-DEPTH: 15.4 meters
 KE1062
 KE1062  HISTORY     - Date     Condition        Report By
 KE1062  HISTORY     - 1986     MONUMENTED       NGS
 KE1062  HISTORY     - 20010421 GOOD             MSAM
 KE1062
 KE1062                          STATION DESCRIPTION
 KE1062
 KE1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1062'3.7 KM (2.3 MI) WEST FROM TOPEKA.
 KE1062'3.7 KM (2.3 MI) WESTERLY ALONG THE UNION PAICFIC RAILROAD FROM THE
 KE1062'STATION IN TOPEKA, 25.3 M ()83.0 FT) WEST OF THE CENTER OF FURMAN
 KE1062'ROAD, 7.0 M (23.0 FT) SOUTH OF THE NEAR RAIL, AND 1.0 M (3.3 FT) WEST
 KE1062'OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KE1062'5-INCH LOGO CAP.
 KE1062'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KE1062'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KE1062
 KE1062                          STATION RECOVERY (2001)
 KE1062
 KE1062'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 KE1062'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 KE1062'THE STATION IS LOCATED IN THE NORTH END OF TOPEKA KANSAS, IT IS NORTH
 KE1062'OF
 KE1062'INTERSTATE HIGHWAY 70 AND THE KANSAS RIVER AND SOUTH OF U.S. HIGHWAY
 KE1062'24.
 KE1062'OWNERSHIP-
 KE1062' 
 KE1062'TO REACH THE STATION FROM THE INTERCHANGE OF U.S. HIGHWAY 24 AND
 KE1062'NORTHWEST TOPEKA AVENUE IN NORTH CENTRAL TOPEKA, KANSAS, GO WEST ON
 KE1062'U.S. HIGHWAY 24 FOR 2.65 KM (1.65 MI) TO NORTHWEST GOODYEAR ROAD. EXIT
 KE1062'TO
 KE1062'THE RIGHT, THEN TURN LEFT, SOUTH, ON NORTHWEST GOODYEAR ROAD FOR 0.16
 KE1062'KM (0.1 MI) TO THE FRONTAGE ROAD ON THE SOUTH SIDE OF U.S. HIGHWAY 24.
 KE1062'TURN
 KE1062'RIGHT, WEST, ON THE FRONTAGE ROAD ROAD FOR 1.3 KM (0.8 MI) TO
 KE1062'NORTHWEST
 KE1062'FURMAN ROAD. TURN LEFT, SOUTH, ON NORTHWEST FURMAN ROAD FOR 1 KM (0.6
 KE1062'MI) TO LOWER SILVERLAKE ROAD, CONTINUE SOUTH ON NORTHWEST FURMAN
 KE1062'ROAD FOR 0.16 KM (0.1 MI) PAST THE FOUR SETS OR RAILROAD TRACKS AND
 KE1062'THE
 KE1062'STATION ON THE RIGHT.
 KE1062' 
 KE1062'THE MARK IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 KE1062'ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR
 KE1062'FLUSH WITH THE GROUND. IT IS 26.2 M (86.0 FT) WEST OF THE CENTER LINE
 KE1062'OF
 KE1062'FURMAN ROAD, 6.8 M (22.3 FT) SOUTH OF THE SOUTH RAIL, 1.0 M (3.3 FT)
 KE1062'WEST OF A
 KE1062'POWER POLE, 0.2 M (0.8 FT) EAST OF A CARSONITE MARKER.
 KE1062' 
 KE1062'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1083 ***********************************************************************
 KE1083  DESIGNATION -  C 368
 KE1083  PID         -  KE1083
 KE1083  STATE/COUNTY-  KS/DOUGLAS
 KE1083  USGS QUAD   -  PERRY (1975)
 KE1083
 KE1083                         *CURRENT SURVEY CONTROL
 KE1083  ___________________________________________________________________
 KE1083* NAD 83(1986)-  39 03 01.     (N)    095 24 34.     (W)     SCALED    
 KE1083* NAVD 88     -       267.337  (meters)     877.09   (feet)  ADJUSTED  
 KE1083  ___________________________________________________________________
 KE1083  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 KE1083  DYNAMIC HT  -         267.164 (meters)     876.52  (feet)  COMP
 KE1083  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 KE1083
 KE1083  VERT ORDER  -  FIRST     CLASS II
 KE1083
 KE1083.The horizontal coordinates were scaled from a topographic map and have
 KE1083.an estimated accuracy of +/- 6 seconds.
 KE1083
 KE1083.The orthometric height was determined by differential leveling
 KE1083.and adjusted by the National Geodetic Survey in June 1991..
 KE1083
 KE1083.The geoid height was determined by GEOID03.
 KE1083
 KE1083.The dynamic height is computed by dividing the NAVD 88
 KE1083.geopotential number by the normal gravity value computed on the
 KE1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1083.degrees latitude (g = 980.6199 gals.).
 KE1083
 KE1083.The modeled gravity was interpolated from observed gravity values.
 KE1083
 KE1083;                    North         East    Units  Estimated Accuracy
 KE1083;SPC KS N     -    82,800.      624,210.      MT  (+/- 180 meters Scaled)
 KE1083
 KE1083                          SUPERSEDED SURVEY CONTROL
 KE1083
 KE1083.No superseded survey control is available for this station.
 KE1083
 KE1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD914251(NAD 83)
 KE1083_MARKER: I = METAL ROD
 KE1083_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1083_SP_SET: STAINLESS STEEL ROD
 KE1083_STAMPING: C 368 1986
 KE1083_MARK LOGO: NGS   
 KE1083_PROJECTION: FLUSH
 KE1083_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1083+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1997
 KE1083_ROD/PIPE-DEPTH: 3.4  meters
 KE1083
 KE1083  HISTORY     - Date     Condition        Report By
 KE1083  HISTORY     - 1986     MONUMENTED       NGS
 KE1083  HISTORY     - 19971107 GOOD             NGS
 KE1083
 KE1083                          STATION DESCRIPTION
 KE1083
 KE1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1083'20.7 KM (12.85 MI) WEST FROM LAWRENCE.
 KE1083'15.0 KM (9.3 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KE1083'U.S. HIGHWAY 40 IN LAWRENCE, THENCE 5.7 KM (3.55 MI) NORTH ALONG
 KE1083'COUNTY ROAD 500 E, 83.6 M (274.3 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 KE1083'LEADING SOUTHEAST, 5.7 M (18.7 FT) EAST OF THE CENTER OF THE ROAD,
 KE1083'0.7 M (2.3 FT) NORTH OF UTILITY POLE NUMBER RPL 2 A WITH LINES
 KE1083'CROSSING THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KE1083'5-INCH LOGO CAP.
 KE1083'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 KE1083'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KE1083
 KE1083                          STATION RECOVERY (1997)
 KE1083
 KE1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 KE1083'1.4 KM (0.85 MI) WESTERLY ALONG WOODSON AVENUE AND THEN COUNTY ROAD
 KE1083'2100 NORTH FROM THE POST OFFICE IN LECOMPTON, THENCE 0.7 KM (0.45 MI)
 KE1083'NORTHERLY ALONG COUNTY ROAD 500 EAST, 80.5 M (264.1 FT) SOUTH OF THE
 KE1083'CENTER OF A DRIVEWAY, 63.5 M (208.3 FT) NORTH OF THE EAST END OF A
 KE1083'PIPE CULVERT UNDER THE ROAD, 5.7 M (18.7 FT) EAST OF THE ROAD CENTER,
 KE1083'0.5 M (1.6 FT) NORTH OF UTILITY POLE NUMBER PPL 2A, 0.5 M (1.6 FT)
 KE1083'WEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 KE1083'OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 KE1083'CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1308 ***********************************************************************
 JF1308  DESIGNATION -  C 369
 JF1308  PID         -  JF1308
 JF1308  STATE/COUNTY-  KS/MCPHERSON
 JF1308  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF1308
 JF1308                         *CURRENT SURVEY CONTROL
 JF1308  ___________________________________________________________________
 JF1308* NAD 83(1986)-  38 22 24.     (N)    097 39 29.     (W)     SCALED    
 JF1308* NAVD 88     -       453.997  (meters)    1489.49   (feet)  ADJUSTED  
 JF1308  ___________________________________________________________________
 JF1308  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF1308  DYNAMIC HT  -         453.668 (meters)    1488.41  (feet)  COMP
 JF1308  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 JF1308
 JF1308  VERT ORDER  -  FIRST     CLASS II
 JF1308
 JF1308.The horizontal coordinates were scaled from a topographic map and have
 JF1308.an estimated accuracy of +/- 6 seconds.
 JF1308
 JF1308.The orthometric height was determined by differential leveling
 JF1308.and adjusted by the National Geodetic Survey in June 1991..
 JF1308
 JF1308.The geoid height was determined by GEOID03.
 JF1308
 JF1308.The dynamic height is computed by dividing the NAVD 88
 JF1308.geopotential number by the normal gravity value computed on the
 JF1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1308.degrees latitude (g = 980.6199 gals.).
 JF1308
 JF1308.The modeled gravity was interpolated from observed gravity values.
 JF1308
 JF1308;                    North         East    Units  Estimated Accuracy
 JF1308;SPC KS S     -   589,750.      473,570.      MT  (+/- 180 meters Scaled)
 JF1308
 JF1308                          SUPERSEDED SURVEY CONTROL
 JF1308
 JF1308.No superseded survey control is available for this station.
 JF1308
 JF1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH172480(NAD 83)
 JF1308_MARKER: I = METAL ROD
 JF1308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JF1308_SP_SET: STAINLESS STEEL ROD
 JF1308_STAMPING: C 369 1986
 JF1308_MARK LOGO: NGS   
 JF1308_PROJECTION: FLUSH
 JF1308_MAGNETIC: I = MARKER IS A STEEL ROD
 JF1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF1308+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1998
 JF1308_ROD/PIPE-DEPTH: 8.5  meters
 JF1308
 JF1308  HISTORY     - Date     Condition        Report By
 JF1308  HISTORY     - 1986     MONUMENTED       NGS
 JF1308  HISTORY     - 19980115 GOOD             NGS
 JF1308
 JF1308                          STATION DESCRIPTION
 JF1308
 JF1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1308'IN MCPHERSON.
 JF1308'IN MCPHERSON, AT 419 NORTH HARTUP STREET, 19.5 M (64.0 FT) NORTH OF
 JF1308'THE CENTER OF A DRIVEWAY, 16.1 M (52.8 FT) SOUTH-SOUTHEAST OF THE NEAR
 JF1308'RAIL OF THE SANTA FE RAILROAD, 14.3 M (46.9 FT) NORTHEAST OF THE
 JF1308'NORTHEAST CORNER OF A GARAGE AT 419 NORTH HARTUP STREET, 5.4 M (17.7
 JF1308'FT) WEST OF THE CENTER OF THE STREET, AND 0.7 M (2.3 FT) SOUTH OF A
 JF1308'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JF1308'LOGO CAP.
 JF1308'THE MARK IS ABOVE LEVEL WITH THE STREET.
 JF1308
 JF1308                          STATION RECOVERY (1998)
 JF1308
 JF1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 JF1308'IN MCPHERSON, AT 419 NORTH HARTUP STREET, 18.9 M (62.0 FT) NORTH OF
 JF1308'THE CENTER OF A DRIVEWAY, 16.8 M (55.1 FT) SOUTH OF THE NEAR RAIL OF
 JF1308'THE BURLINGTON NORTHERN RAILROAD, 14.4 M (47.2 FT) NORTHEAST OF THE
 JF1308'NORTHEAST CORNER OF A GARAGE AT 419 HARTUP STREET, 5.3 M (17.4 FT)
 JF1308'WEST OF AND LEVEL WITH THE STREET CENTER, AND 0.9 M (3.0 FT) SOUTHEAST
 JF1308'OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 JF1308'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0021 ***********************************************************************
 JH0021  DESIGNATION -  C 37
 JH0021  PID         -  JH0021
 JH0021  STATE/COUNTY-  KS/LANE
 JH0021  USGS QUAD   -  SHIELDS (1974)
 JH0021
 JH0021                         *CURRENT SURVEY CONTROL
 JH0021  ___________________________________________________________________
 JH0021* NAD 83(1986)-  38 37 23.     (N)    100 24 51.     (W)     SCALED    
 JH0021* NAVD 88     -       841.737  (meters)    2761.60   (feet)  ADJUSTED  
 JH0021  ___________________________________________________________________
 JH0021  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 JH0021  DYNAMIC HT  -         841.050 (meters)    2759.34  (feet)  COMP
 JH0021  MODELED GRAV-     979,784.4   (mgal)                       NAVD 88
 JH0021
 JH0021  VERT ORDER  -  SECOND    CLASS 0
 JH0021
 JH0021.The horizontal coordinates were scaled from a topographic map and have
 JH0021.an estimated accuracy of +/- 6 seconds.
 JH0021
 JH0021.The orthometric height was determined by differential leveling
 JH0021.and adjusted by the National Geodetic Survey in June 1991..
 JH0021
 JH0021.The geoid height was determined by GEOID03.
 JH0021
 JH0021.The dynamic height is computed by dividing the NAVD 88
 JH0021.geopotential number by the normal gravity value computed on the
 JH0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0021.degrees latitude (g = 980.6199 gals.).
 JH0021
 JH0021.The modeled gravity was interpolated from observed gravity values.
 JH0021
 JH0021;                    North         East    Units  Estimated Accuracy
 JH0021;SPC KS S     -   618,850.      233,320.      MT  (+/- 180 meters Scaled)
 JH0021
 JH0021                          SUPERSEDED SURVEY CONTROL
 JH0021
 JH0021  NGVD 29 (??/??/92)  841.435  (m)         2760.61   (f) ADJ UNCH    2 0
 JH0021
 JH0021.Superseded values are not recommended for survey control.
 JH0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0021.See file dsdata.txt to determine how the superseded data were derived.
 JH0021
 JH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH768758(NAD 83)
 JH0021_MARKER: DB = BENCH MARK DISK
 JH0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0021+STABILITY: SURFACE MOTION
 JH0021
 JH0021  HISTORY     - Date     Condition        Report By
 JH0021  HISTORY     - UNK      MONUMENTED       CGS
 JH0021  HISTORY     - 1934     GOOD             NGS
 JH0021  HISTORY     - 1974     MARK NOT FOUND   USGS
 JH0021
 JH0021                          STATION DESCRIPTION
 JH0021
 JH0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0021'1.7 MI E FROM SHIELDS.
 JH0021'1.7 MILES EAST BY RAIL, LOCATED ALONG THE R. OF W. OF THE MO.P.
 JH0021'R. R., 170 FT. S. W. MILE POST 653-37, 50 FT. SOUTH CENTER LINE
 JH0021'OF TRACK, EAST SIDE OF SECTION 33 RANGE 28 W. T 16 S.
 JH0021
 JH0021                          STATION RECOVERY (1974)
 JH0021
 JH0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JH0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0768 ***********************************************************************
 KF0768  DESIGNATION -  C 370
 KF0768  PID         -  KF0768
 KF0768  STATE/COUNTY-  KS/RILEY
 KF0768  USGS QUAD   -  MANHATTAN (1991)
 KF0768
 KF0768                         *CURRENT SURVEY CONTROL
 KF0768  ___________________________________________________________________
 KF0768* NAD 83(1986)-  39 10 32.     (N)    096 34 56.     (W)     SCALED    
 KF0768* NAVD 88     -       312.616  (meters)    1025.64   (feet)  ADJUSTED  
 KF0768  ___________________________________________________________________
 KF0768  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 KF0768  DYNAMIC HT  -         312.409 (meters)    1024.96  (feet)  COMP
 KF0768  MODELED GRAV-     979,955.5   (mgal)                       NAVD 88
 KF0768
 KF0768  VERT ORDER  -  FIRST     CLASS II
 KF0768
 KF0768.The horizontal coordinates were scaled from a topographic map and have
 KF0768.an estimated accuracy of +/- 6 seconds.
 KF0768
 KF0768.The orthometric height was determined by differential leveling
 KF0768.and adjusted by the National Geodetic Survey in June 1991..
 KF0768
 KF0768.The geoid height was determined by GEOID03.
 KF0768
 KF0768.The dynamic height is computed by dividing the NAVD 88
 KF0768.geopotential number by the normal gravity value computed on the
 KF0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0768.degrees latitude (g = 980.6199 gals.).
 KF0768
 KF0768.The modeled gravity was interpolated from observed gravity values.
 KF0768
 KF0768;                    North         East    Units  Estimated Accuracy
 KF0768;SPC KS N     -    94,460.      522,500.      MT  (+/- 180 meters Scaled)
 KF0768
 KF0768                          SUPERSEDED SURVEY CONTROL
 KF0768
 KF0768.No superseded survey control is available for this station.
 KF0768
 KF0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ088390(NAD 83)
 KF0768_MARKER: I = METAL ROD
 KF0768_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KF0768_SP_SET: STAINLESS STEEL ROD
 KF0768_STAMPING: C 370 1986
 KF0768_MARK LOGO: NGS   
 KF0768_PROJECTION: RECESSED 2 CENTIMETERS
 KF0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0768_ROD/PIPE-DEPTH: 14.6 meters
 KF0768
 KF0768  HISTORY     - Date     Condition        Report By
 KF0768  HISTORY     - 1986     MONUMENTED       NGS
 KF0768
 KF0768                          STATION DESCRIPTION
 KF0768
 KF0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0768'IN MANHATTAN.
 KF0768'IN MANHATTAN, AT THE INTERSECTION OF YUMA AND SOUTH 16TH STREETS, NEAR
 KF0768'THE SOUTHEAST CORNER OF LONGS PARK, 27.2 M (89.2 FT) WEST OF THE
 KF0768'CENTER OF 16TH STREET, 13.4 M (44.0 FT) NORTH OF THE CENTER OF YUMA
 KF0768'STREET, AND 0.8 M (2.6 FT) EAST OF A LIGHT POLE.  NOTE--ACCESS TO
 KF0768'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KF0768'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1585 ***********************************************************************
 JE1585  DESIGNATION -  C 371
 JE1585  PID         -  JE1585
 JE1585  STATE/COUNTY-  KS/DOUGLAS
 JE1585  USGS QUAD   -  LAWRENCE WEST (1991)
 JE1585
 JE1585                         *CURRENT SURVEY CONTROL
 JE1585  ___________________________________________________________________
 JE1585* NAD 83(1997)-  38 58 19.32676(N)    095 16 44.80532(W)     ADJUSTED  
 JE1585* NAVD 88     -       303.109  (meters)     994.45   (feet)  ADJUSTED  
 JE1585  ___________________________________________________________________
 JE1585  X           -    -456,862.883 (meters)                     COMP
 JE1585  Y           -  -4,944,429.376 (meters)                     COMP
 JE1585  Z           -   3,990,074.565 (meters)                     COMP
 JE1585  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 JE1585  ELLIP HEIGHT-         271.38  (meters)          (07/29/04) GPS OBS
 JE1585  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JE1585  DYNAMIC HT  -         302.912 (meters)     993.80  (feet)  COMP
 JE1585  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 JE1585
 JE1585  HORZ ORDER  -  FIRST
 JE1585  VERT ORDER  -  FIRST     CLASS II
 JE1585  ELLP ORDER  -  FOURTH    CLASS II
 JE1585
 JE1585.The horizontal coordinates were established by GPS observations
 JE1585.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 JE1585
 JE1585.The orthometric height was determined by differential leveling
 JE1585.and adjusted by the National Geodetic Survey in June 1991..
 JE1585
 JE1585.Photographs are available for this station.
 JE1585
 JE1585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE1585
 JE1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1585
 JE1585.The ellipsoidal height was determined by GPS observations
 JE1585.and is referenced to NAD 83.
 JE1585
 JE1585.The geoid height was determined by GEOID03.
 JE1585
 JE1585.The dynamic height is computed by dividing the NAVD 88
 JE1585.geopotential number by the normal gravity value computed on the
 JE1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1585.degrees latitude (g = 980.6199 gals.).
 JE1585
 JE1585.The modeled gravity was interpolated from observed gravity values.
 JE1585
 JE1585;                    North         East     Units Scale Factor Converg.
 JE1585;SPC KS N     -    74,444.731   635,750.567   MT  0.99996861   +1 43 17.6
 JE1585;UTM  15      - 4,316,143.825   302,558.990   MT  1.00008004   -1 26 02.0
 JE1585
 JE1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1585!SPC KS N     -   0.99995742  x   0.99996861  =   0.99992603
 JE1585!UTM  15      -   0.99995742  x   1.00008004  =   1.00003746
 JE1585
 JE1585                          SUPERSEDED SURVEY CONTROL
 JE1585
 JE1585  ELLIP H (03/07/02)  271.37   (m)                       GP(       ) 4 2
 JE1585  NAVD 88 (03/07/02)  303.11   (m)          994.5    (f) LEVELING    3  
 JE1585
 JE1585.Superseded values are not recommended for survey control.
 JE1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1585.See file dsdata.txt to determine how the superseded data were derived.
 JE1585
 JE1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD0255916144(NAD 83)
 JE1585_MARKER: DD = SURVEY DISK
 JE1585_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JE1585+WITH SETTING: INFORMATION.
 JE1585_SP_SET: SHALLOW-SET METAL ROD
 JE1585_STAMPING: C 371 1986
 JE1585_MARK LOGO: NGS   
 JE1585_PROJECTION: FLUSH
 JE1585_MAGNETIC: I = MARKER IS A STEEL ROD
 JE1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1585+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2001
 JE1585_ROD/PIPE-DEPTH: 1.9  meters
 JE1585
 JE1585  HISTORY     - Date     Condition        Report By
 JE1585  HISTORY     - 1986     MONUMENTED       NGS
 JE1585  HISTORY     - 20010427 GOOD             MSAM
 JE1585
 JE1585                          STATION DESCRIPTION
 JE1585
 JE1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1585'IN LAWRENCE.
 JE1585'IN LAWRENCE, AT THE INTERSECTION OF 6TH STREET AND FRONTIER ROAD,
 JE1585'55.5 M (182.1 FT) NORTH OF THE CENTERLINE OF 6TH STREET, 20.1 M (65.9
 JE1585'FT) NORTH OF THE CENTER OF A DRIVEWAY, 7.9 M (25.9 FT) WEST OF THE
 JE1585'CENTER OF THE ROAD, 3.8 M (12.5 FT) WEST OF THE WEST EDGE OF A CURB,
 JE1585'AND 1.5 M (4.9 FT) SOUTH OF UTILITY POLE NUMBER 48.  NOTE--ACCESS TO
 JE1585'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JE1585'THE MARK IS 0.7 M ABOVE THE ROAD.
 JE1585
 JE1585                          STATION RECOVERY (2001)
 JE1585
 JE1585'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 JE1585'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 JE1585' 
 JE1585'RECOVERED AS DESCRIBED.
 JE1585'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1094 ***********************************************************************
 KE1094  DESIGNATION -  C 372
 KE1094  PID         -  KE1094
 KE1094  STATE/COUNTY-  KS/JOHNSON
 KE1094  USGS QUAD   -  SHAWNEE (1991)
 KE1094
 KE1094                         *CURRENT SURVEY CONTROL
 KE1094  ___________________________________________________________________
 KE1094* NAD 83(1986)-  39 00 54.     (N)    094 44 12.     (W)     SCALED    
 KE1094* NAVD 88     -       317.917  (meters)    1043.03   (feet)  ADJUSTED  
 KE1094  ___________________________________________________________________
 KE1094  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KE1094  DYNAMIC HT  -         317.708 (meters)    1042.35  (feet)  COMP
 KE1094  MODELED GRAV-     979,963.4   (mgal)                       NAVD 88
 KE1094
 KE1094  VERT ORDER  -  FIRST     CLASS II
 KE1094
 KE1094.The horizontal coordinates were scaled from a topographic map and have
 KE1094.an estimated accuracy of +/- 6 seconds.
 KE1094
 KE1094.The orthometric height was determined by differential leveling
 KE1094.and adjusted by the National Geodetic Survey in June 1991..
 KE1094
 KE1094.The geoid height was determined by GEOID03.
 KE1094
 KE1094.The dynamic height is computed by dividing the NAVD 88
 KE1094.geopotential number by the normal gravity value computed on the
 KE1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1094.degrees latitude (g = 980.6199 gals.).
 KE1094
 KE1094.The modeled gravity was interpolated from observed gravity values.
 KE1094
 KE1094;                    North         East    Units  Estimated Accuracy
 KE1094;SPC KS N     -    80,760.      682,560.      MT  (+/- 180 meters Scaled)
 KE1094
 KE1094                          SUPERSEDED SURVEY CONTROL
 KE1094
 KE1094.No superseded survey control is available for this station.
 KE1094
 KE1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD496198(NAD 83)
 KE1094_MARKER: I = METAL ROD
 KE1094_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1094_SP_SET: STAINLESS STEEL ROD
 KE1094_STAMPING: C 372 1986
 KE1094_MARK LOGO: NGS   
 KE1094_PROJECTION: RECESSED 1 CENTIMETERS
 KE1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1094_ROD/PIPE-DEPTH: 4.3  meters
 KE1094
 KE1094  HISTORY     - Date     Condition        Report By
 KE1094  HISTORY     - 1986     MONUMENTED       NGS
 KE1094
 KE1094                          STATION DESCRIPTION
 KE1094
 KE1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1094'IN SHAWNEE.
 KE1094'IN SHAWNEE, AT THE INTERSECTION OF STATE HIGHWAY 12 AND RICHARDS ROAD,
 KE1094'44.8 M (147.0 FT) EAST OF THE CENTER OF THE ROAD, 36.9 M (121.1 FT)
 KE1094'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 18.6 M
 KE1094'(61.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 KE1094'HIGHWAY, 18.6 M (61.0 FT) NORTH OF THE CENTER OF A FRONTAGE ROAD, 3.7
 KE1094'M (12.1 FT) WEST OF A UTILITY POLE , 0.7 M (2.3 FT) WEST OF THE
 KE1094'SOUTHEAST CORNER OF THE HARLEY DAVIDSON MOTOR CYCLE COMPANY, AND 0.3 M
 KE1094'(1.0 FT) SOUTH OF THE SOUTH FACE OF THE BUILDING.  NOTE--ACCESS TO
 KE1094'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1094'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5895 ***********************************************************************
 AA5895  DESIGNATION -  C 374
 AA5895  PID         -  AA5895
 AA5895  STATE/COUNTY-  KS/JOHNSON
 AA5895  USGS QUAD   -  OLATHE (1991)
 AA5895
 AA5895                         *CURRENT SURVEY CONTROL
 AA5895  ___________________________________________________________________
 AA5895* NAD 83(1986)-  38 54 02.     (N)    094 50 31.     (W)     SCALED    
 AA5895* NAVD 88     -       304.759  (meters)     999.86   (feet)  ADJUSTED  
 AA5895  ___________________________________________________________________
 AA5895  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 AA5895  DYNAMIC HT  -         304.556 (meters)     999.20  (feet)  COMP
 AA5895  MODELED GRAV-     979,953.3   (mgal)                       NAVD 88
 AA5895
 AA5895  VERT ORDER  -  FIRST     CLASS II
 AA5895
 AA5895.The horizontal coordinates were scaled from a topographic map and have
 AA5895.an estimated accuracy of +/- 6 seconds.
 AA5895
 AA5895.The orthometric height was determined by differential leveling
 AA5895.and adjusted by the National Geodetic Survey in April 2001..
 AA5895
 AA5895.The geoid height was determined by GEOID03.
 AA5895
 AA5895.The dynamic height is computed by dividing the NAVD 88
 AA5895.geopotential number by the normal gravity value computed on the
 AA5895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5895.degrees latitude (g = 980.6199 gals.).
 AA5895
 AA5895.The modeled gravity was interpolated from observed gravity values.
 AA5895
 AA5895;                    North         East    Units  Estimated Accuracy
 AA5895;SPC KS N     -    67,740.      673,890.      MT  (+/- 180 meters Scaled)
 AA5895
 AA5895                          SUPERSEDED SURVEY CONTROL
 AA5895
 AA5895.No superseded survey control is available for this station.
 AA5895
 AA5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD402073(NAD 83)
 AA5895_MARKER: DD = SURVEY DISK
 AA5895_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA5895_SP_SET: DRAINAGE CULVERT HEADWALL
 AA5895_STAMPING: C 374 1995
 AA5895_MARK LOGO: NOS   
 AA5895_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5895+STABILITY: SURFACE MOTION
 AA5895
 AA5895  HISTORY     - Date     Condition        Report By
 AA5895  HISTORY     - 1995     MONUMENTED       NGS
 AA5895  HISTORY     - 20060422 GOOD             GEOCAC
 AA5895
 AA5895                          STATION DESCRIPTION
 AA5895
 AA5895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RPB)
 AA5895'THE STATION IS LOCATED NW OF OLATHE IN A DRAINAGE CULVERT HEADWALL ON
 AA5895'THE EAST SIDE OF HWY K-7.  TO REACH THE STATION FROM THE INTERSECTION
 AA5895'OF SANTAFE/PRAIRIE CENTER AND HWY K-7 IN OLATHE, PROCEED NORTH ON K-7
 AA5895'FOR 1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT AT THE BOTTOM OF THE
 AA5895'HIGHWAY RIGHT-OF-WAY.  THE STATION IS A STANDARD BRASS NOS DISK SET IN
 AA5895'A DRILL HOLE IN THE TOP OF THE NORTH END OF THE CONCRETE CULVERT
 AA5895'HEADWALL.  IT IS 20.05 M (65.78 FT) SSW OF A T-JOINT IN A BARBED WIRE
 AA5895'FENCE, 15.88 M (52.10 FT) NE OF THE NE EDGE OF THE CONCRETE ROADWAY
 AA5895'(K-7) , AND 11.9 M (39.0 FT) WEST OF A N/S BARBED WIRE FENCE.
 AA5895
 AA5895                          STATION RECOVERY (2006)
 AA5895
 AA5895'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AA5895'HH2 N38 54 03.6 W94 50 29.8 (NAD83)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8181 ***********************************************************************
 AE8181  DESIGNATION -  C 375
 AE8181  PID         -  AE8181
 AE8181  STATE/COUNTY-  KS/JEFFERSON
 AE8181  USGS QUAD   -  PERRY (1975)
 AE8181
 AE8181                         *CURRENT SURVEY CONTROL
 AE8181  ___________________________________________________________________
 AE8181* NAD 83(1986)-  39 05 20.     (N)    095 23 27.     (W)     SCALED    
 AE8181* NAVD 88     -       281.700  (meters)     924.21   (feet)  ADJUSTED  
 AE8181  ___________________________________________________________________
 AE8181  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 AE8181  DYNAMIC HT  -         281.519 (meters)     923.62  (feet)  COMP
 AE8181  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 AE8181
 AE8181  VERT ORDER  -  FIRST     CLASS II
 AE8181
 AE8181.The horizontal coordinates were scaled from a topographic map and have
 AE8181.an estimated accuracy of +/- 6 seconds.
 AE8181
 AE8181.The orthometric height was determined by differential leveling
 AE8181.and adjusted by the National Geodetic Survey in July 2002..
 AE8181
 AE8181.The geoid height was determined by GEOID03.
 AE8181
 AE8181.The dynamic height is computed by dividing the NAVD 88
 AE8181.geopotential number by the normal gravity value computed on the
 AE8181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8181.degrees latitude (g = 980.6199 gals.).
 AE8181
 AE8181.The modeled gravity was interpolated from observed gravity values.
 AE8181
 AE8181;                    North         East    Units  Estimated Accuracy
 AE8181;SPC KS N     -    87,130.      625,700.      MT  (+/- 180 meters Scaled)
 AE8181
 AE8181                          SUPERSEDED SURVEY CONTROL
 AE8181
 AE8181.No superseded survey control is available for this station.
 AE8181
 AE8181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD932293(NAD 83)
 AE8181_MARKER: I = METAL ROD
 AE8181_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8181_STAMPING: C 375 1997
 AE8181_MARK LOGO: NGS   
 AE8181_PROJECTION: FLUSH
 AE8181_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8181+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8181_ROD/PIPE-DEPTH: 7.2  meters
 AE8181_SLEEVE-DEPTH  : 0.9 meters
 AE8181
 AE8181  HISTORY     - Date     Condition        Report By
 AE8181  HISTORY     - 1997     MONUMENTED       NGS
 AE8181
 AE8181                          STATION DESCRIPTION
 AE8181
 AE8181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE8181'0.3 KM (0.20 MI) EASTERLY ALONG WOODSON AVENUE FROM THE POST OFFICE IN
 AE8181'LECOMPTON, THENCE 4.0 KM (2.50 MI) NORTHERLY ALONG COUNTY ROAD 600
 AE8181'EAST AND THEN LECOMPTON ROAD, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG
 AE8181'U.S.  HIGHWAY 24, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG FERGUSON
 AE8181'ROAD, 65.0 M (213.3 FT) EAST OF THE ROAD CENTERLINE, 53.8 M (176.5 FT)
 AE8181'SOUTHEAST OF THE SOUTHEAST CORNER OF THE MOST SOUTHERLY OF 2 STONE
 AE8181'POSTS AT THE ENTRANCE TO THE OAK RIDGE CEMETERY, 14.3 M (46.9 FT)
 AE8181'SOUTH OF THE CENTER OF THE ENTRANCE, 4.8 M (15.7 FT) SOUTHWEST OF THE
 AE8181'SOUTHWEST CORNER OF THE WILLIAM M CRISS HEADSTONE, AND 0.5 M (1.6 FT)
 AE8181'NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AE8181'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE8181'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0261 ***********************************************************************
 JG0261  DESIGNATION -  C 38
 JG0261  PID         -  JG0261
 JG0261  STATE/COUNTY-  KS/BARTON
 JG0261  USGS QUAD   -  HOISINGTON (1969)
 JG0261
 JG0261                         *CURRENT SURVEY CONTROL
 JG0261  ___________________________________________________________________
 JG0261* NAD 83(1986)-  38 33 54.     (N)    098 50 53.     (W)     SCALED    
 JG0261* NAVD 88     -       578.767  (meters)    1898.84   (feet)  ADJUSTED  
 JG0261  ___________________________________________________________________
 JG0261  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0261  DYNAMIC HT  -         578.342 (meters)    1897.44  (feet)  COMP
 JG0261  MODELED GRAV-     979,875.3   (mgal)                       NAVD 88
 JG0261
 JG0261  VERT ORDER  -  FIRST     CLASS II
 JG0261
 JG0261.The horizontal coordinates were scaled from a topographic map and have
 JG0261.an estimated accuracy of +/- 6 seconds.
 JG0261
 JG0261.The orthometric height was determined by differential leveling
 JG0261.and adjusted by the National Geodetic Survey in June 1991..
 JG0261
 JG0261.The geoid height was determined by GEOID03.
 JG0261
 JG0261.The dynamic height is computed by dividing the NAVD 88
 JG0261.geopotential number by the normal gravity value computed on the
 JG0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0261.degrees latitude (g = 980.6199 gals.).
 JG0261
 JG0261.The modeled gravity was interpolated from observed gravity values.
 JG0261
 JG0261;                    North         East    Units  Estimated Accuracy
 JG0261;SPC KS S     -   610,750.      369,670.      MT  (+/- 180 meters Scaled)
 JG0261
 JG0261                          SUPERSEDED SURVEY CONTROL
 JG0261
 JG0261  NGVD 29 (??/??/92)  578.537  (m)         1898.08   (f) ADJ UNCH    1 2
 JG0261
 JG0261.Superseded values are not recommended for survey control.
 JG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0261.See file dsdata.txt to determine how the superseded data were derived.
 JG0261
 JG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH132685(NAD 83)
 JG0261_MARKER: DB = BENCH MARK DISK
 JG0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0261+STABILITY: SURFACE MOTION
 JG0261
 JG0261  HISTORY     - Date     Condition        Report By
 JG0261  HISTORY     - UNK      MONUMENTED       CGS
 JG0261  HISTORY     - 1934     GOOD             NGS
 JG0261  HISTORY     - 1962     GOOD             NGS
 JG0261  HISTORY     - 1974     GOOD             LOCENG
 JG0261
 JG0261                          STATION DESCRIPTION
 JG0261
 JG0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0261'3.1 MI N FROM BOYD.
 JG0261'3.10 MILES NORTH OF BOYD, 60 FT. EAST OF HIGHWAY NO. 8, 21 FT.
 JG0261'SOUTH OF CENTERLINE OF EAST AND WEST ROAD, 300 YDS. EAST FROM
 JG0261'FARM HOUSE, 1.5 FT. NORTH OF FENCE LINE.  NOTE-- THIS MARK IS
 JG0261'2 MI. N OF THE JUNCTION OF U.S. HWY 281 AND ST. HWY 4 AND 1 FT
 JG0261'E OF A STEEL WITNESS POST.
 JG0261
 JG0261                          STATION RECOVERY (1962)
 JG0261
 JG0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JG0261'RECOVERED IN GOOD CONDITION.
 JG0261
 JG0261                          STATION RECOVERY (1974)
 JG0261
 JG0261'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 JG0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0811 ***********************************************************************
 HF0811  DESIGNATION -  C 39
 HF0811  PID         -  HF0811
 HF0811  STATE/COUNTY-  KS/SEDGWICK
 HF0811  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0811
 HF0811                         *CURRENT SURVEY CONTROL
 HF0811  ___________________________________________________________________
 HF0811* NAD 83(1986)-  37 29 13.     (N)    097 38 33.     (W)     SCALED    
 HF0811* NAVD 88     -       405.625  (meters)    1330.79   (feet)  ADJUSTED  
 HF0811  ___________________________________________________________________
 HF0811  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HF0811  DYNAMIC HT  -         405.294 (meters)    1329.70  (feet)  COMP
 HF0811  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 HF0811
 HF0811  VERT ORDER  -  SECOND    CLASS 0
 HF0811
 HF0811.The horizontal coordinates were scaled from a topographic map and have
 HF0811.an estimated accuracy of +/- 6 seconds.
 HF0811
 HF0811.The orthometric height was determined by differential leveling
 HF0811.and adjusted by the National Geodetic Survey in June 1991..
 HF0811
 HF0811.The geoid height was determined by GEOID03.
 HF0811
 HF0811.The dynamic height is computed by dividing the NAVD 88
 HF0811.geopotential number by the normal gravity value computed on the
 HF0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0811.degrees latitude (g = 980.6199 gals.).
 HF0811
 HF0811.The modeled gravity was interpolated from observed gravity values.
 HF0811
 HF0811;                    North         East    Units  Estimated Accuracy
 HF0811;SPC KS S     -   491,390.      475,830.      MT  (+/- 180 meters Scaled)
 HF0811
 HF0811                          SUPERSEDED SURVEY CONTROL
 HF0811
 HF0811  NGVD 29 (??/??/92)  405.497  (m)         1330.37   (f) ADJ UNCH    2 0
 HF0811
 HF0811.Superseded values are not recommended for survey control.
 HF0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0811.See file dsdata.txt to determine how the superseded data were derived.
 HF0811
 HF0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG200497(NAD 83)
 HF0811_MARKER: DB = BENCH MARK DISK
 HF0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0811_STAMPING: C 39 1934
 HF0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0811+STABILITY: SURFACE MOTION
 HF0811
 HF0811  HISTORY     - Date     Condition        Report By
 HF0811  HISTORY     - 1934     MONUMENTED       CGS
 HF0811  HISTORY     - 1956     GOOD             NGS
 HF0811  HISTORY     - 1962     GOOD             NGS
 HF0811
 HF0811                          STATION DESCRIPTION
 HF0811
 HF0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF0811'0.2 MI NE FROM VIOLA.
 HF0811'0.25 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0811'RAILROAD FROM THE STATION AT VIOLA, AT THE CROSSING OF STATE
 HF0811'HIGHWAY 49, AT THE NORTHWEST CORNER OF A CEMETERY, 64 FEET
 HF0811'SOUTHEAST OF THE SOUTHEAST RAIL, 33 FEET EAST OF THE CENTER
 HF0811'LINE OF THE HIGHWAY, 2.5 FEET NORTHEAST OF A FENCE CORNER, 2
 HF0811'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HF0811'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4
 HF0811'OF SECTION 34, TOWNSHIP 29 SOUTH, RANGE 3 WEST.
 HF0811
 HF0811                          STATION RECOVERY (1962)
 HF0811
 HF0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0295 ***********************************************************************
 HG0295  DESIGNATION -  C 41
 HG0295  PID         -  HG0295
 HG0295  STATE/COUNTY-  KS/STAFFORD
 HG0295  USGS QUAD   -  STAFFORD NW (1972)
 HG0295
 HG0295                         *CURRENT SURVEY CONTROL
 HG0295  ___________________________________________________________________
 HG0295* NAD 83(1986)-  37 59 04.     (N)    098 44 50.     (W)     SCALED    
 HG0295* NAVD 88     -       581.702  (meters)    1908.47   (feet)  ADJUSTED  
 HG0295  ___________________________________________________________________
 HG0295  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 HG0295  DYNAMIC HT  -         581.242 (meters)    1906.96  (feet)  COMP
 HG0295  MODELED GRAV-     979,820.3   (mgal)                       NAVD 88
 HG0295
 HG0295  VERT ORDER  -  SECOND    CLASS 0
 HG0295
 HG0295.The horizontal coordinates were scaled from a topographic map and have
 HG0295.an estimated accuracy of +/- 6 seconds.
 HG0295
 HG0295.The orthometric height was determined by differential leveling
 HG0295.and adjusted by the National Geodetic Survey in June 1991..
 HG0295
 HG0295.The geoid height was determined by GEOID03.
 HG0295
 HG0295.The dynamic height is computed by dividing the NAVD 88
 HG0295.geopotential number by the normal gravity value computed on the
 HG0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0295.degrees latitude (g = 980.6199 gals.).
 HG0295
 HG0295.The modeled gravity was interpolated from observed gravity values.
 HG0295
 HG0295;                    North         East    Units  Estimated Accuracy
 HG0295;SPC KS S     -   546,280.      378,280.      MT  (+/- 180 meters Scaled)
 HG0295
 HG0295                          SUPERSEDED SURVEY CONTROL
 HG0295
 HG0295  NGVD 29 (??/??/92)  581.459  (m)         1907.67   (f) ADJ UNCH    2 0
 HG0295
 HG0295.Superseded values are not recommended for survey control.
 HG0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0295.See file dsdata.txt to determine how the superseded data were derived.
 HG0295
 HG0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH221041(NAD 83)
 HG0295_MARKER: DB = BENCH MARK DISK
 HG0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0295+STABILITY: SURFACE MOTION
 HG0295
 HG0295  HISTORY     - Date     Condition        Report By
 HG0295  HISTORY     - UNK      MONUMENTED       CGS
 HG0295  HISTORY     - 1934     GOOD             NGS
 HG0295  HISTORY     - 1970     MARK NOT FOUND   USGS
 HG0295
 HG0295                          STATION DESCRIPTION
 HG0295
 HG0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HG0295'1 MI S FROM ST JOHN.
 HG0295'1 MILE SOUTH OF ST. JOHN, ON RIGHT OF WAY OF STATE HIGHWAY NO.
 HG0295'281.  75 FT. NORTH-EAST OF CENTER LINE OF HIGHWAY NO. 281.
 HG0295'150 FT. NORTH OF CENTER LINE OF U.S. HIGHWAY NO. 50.
 HG0295'NOTE-- LOCATION SHOULD BE-30 FEET EAST OF CENTERLINE OF HIGHWAY
 HG0295'U.S. 281, 117 FEET N OF CENTERLINE OF HIGHWAY U.S. 50 S, 120
 HG0295'FEET NE OF CENTERLINE INTERSECTION.
 HG0295
 HG0295                          STATION RECOVERY (1970)
 HG0295
 HG0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HG0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0003 ***********************************************************************
 HF0003  DESIGNATION -  C 42
 HF0003  PID         -  HF0003
 HF0003  STATE/COUNTY-  KS/GREENWOOD
 HF0003  USGS QUAD   -  PIEDMONT NW (1964)
 HF0003
 HF0003                         *CURRENT SURVEY CONTROL
 HF0003  ___________________________________________________________________
 HF0003* NAD 83(1986)-  37 38 04.     (N)    096 26 29.     (W)     SCALED    
 HF0003* NAVD 88     -       431.872  (meters)    1416.90   (feet)  ADJUSTED  
 HF0003  ___________________________________________________________________
 HF0003  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 HF0003  DYNAMIC HT  -         431.523 (meters)    1415.76  (feet)  COMP
 HF0003  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 HF0003
 HF0003  VERT ORDER  -  SECOND    CLASS 0
 HF0003
 HF0003.The horizontal coordinates were scaled from a topographic map and have
 HF0003.an estimated accuracy of +/- 6 seconds.
 HF0003
 HF0003.The orthometric height was determined by differential leveling
 HF0003.and adjusted by the National Geodetic Survey in June 1991..
 HF0003
 HF0003.The geoid height was determined by GEOID03.
 HF0003
 HF0003.The dynamic height is computed by dividing the NAVD 88
 HF0003.geopotential number by the normal gravity value computed on the
 HF0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0003.degrees latitude (g = 980.6199 gals.).
 HF0003
 HF0003.The modeled gravity was interpolated from observed gravity values.
 HF0003
 HF0003;                    North         East    Units  Estimated Accuracy
 HF0003;SPC KS S     -   509,410.      581,680.      MT  (+/- 180 meters Scaled)
 HF0003
 HF0003                          SUPERSEDED SURVEY CONTROL
 HF0003
 HF0003  NGVD 29 (??/??/92)  431.693  (m)         1416.31   (f) ADJ UNCH    2 0
 HF0003
 HF0003.Superseded values are not recommended for survey control.
 HF0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0003.See file dsdata.txt to determine how the superseded data were derived.
 HF0003
 HF0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG257683(NAD 83)
 HF0003_MARKER: DB = BENCH MARK DISK
 HF0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0003_SP_SET: CULVERT
 HF0003_STAMPING: C 42 1934
 HF0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0003
 HF0003  HISTORY     - Date     Condition        Report By
 HF0003  HISTORY     - 1934     MONUMENTED       CGS
 HF0003  HISTORY     - 19910130 GOOD             USPSQD
 HF0003
 HF0003                          STATION DESCRIPTION
 HF0003
 HF0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0003'6.8 MI E FROM BEAUMONT.
 HF0003'IN GREENWOOD COUNTY, 6.8 MILES EAST ALONG THE ST. LOUIS-SAN
 HF0003'FRANCISCO RAILWAY FROM BEAUMONT, BUTLER COUNTY, AT MILEAGE
 HF0003'451.75, 60 FEET EAST OF THE CENTERLINE OF A PRIVATE ROAD, AT A
 HF0003'CONCRETE CULVERT, IN THE TOP OF THE NORTH HEADWALL, AND 10 FEET
 HF0003'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HF0003'C 42 1934.
 HF0003
 HF0003                          STATION RECOVERY (1991)
 HF0003
 HF0003'RECOVERY NOTE BY US POWER SQUADRON 1991 (RW)
 HF0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0377 ***********************************************************************
 HF0377  DESIGNATION -  C 43
 HF0377  PID         -  HF0377
 HF0377  STATE/COUNTY-  KS/BUTLER
 HF0377  USGS QUAD   -  LATHAM (1979)
 HF0377
 HF0377                         *CURRENT SURVEY CONTROL
 HF0377  ___________________________________________________________________
 HF0377* NAD 83(1986)-  37 36 58.     (N)    096 38 05.     (W)     SCALED    
 HF0377* NAVD 88     -       433.445  (meters)    1422.06   (feet)  ADJUSTED  
 HF0377  ___________________________________________________________________
 HF0377  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 HF0377  DYNAMIC HT  -         433.094 (meters)    1420.91  (feet)  COMP
 HF0377  MODELED GRAV-     979,806.7   (mgal)                       NAVD 88
 HF0377
 HF0377  VERT ORDER  -  SECOND    CLASS 0
 HF0377
 HF0377.The horizontal coordinates were scaled from a topographic map and have
 HF0377.an estimated accuracy of +/- 6 seconds.
 HF0377
 HF0377.The orthometric height was determined by differential leveling
 HF0377.and adjusted by the National Geodetic Survey in June 1991..
 HF0377
 HF0377.The geoid height was determined by GEOID03.
 HF0377
 HF0377.The dynamic height is computed by dividing the NAVD 88
 HF0377.geopotential number by the normal gravity value computed on the
 HF0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0377.degrees latitude (g = 980.6199 gals.).
 HF0377
 HF0377.The modeled gravity was interpolated from observed gravity values.
 HF0377
 HF0377;                    North         East    Units  Estimated Accuracy
 HF0377;SPC KS S     -   507,020.      564,660.      MT  (+/- 180 meters Scaled)
 HF0377
 HF0377                          SUPERSEDED SURVEY CONTROL
 HF0377
 HF0377  NGVD 29 (??/??/92)  433.273  (m)         1421.50   (f) ADJ UNCH    2 0
 HF0377
 HF0377.Superseded values are not recommended for survey control.
 HF0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0377.See file dsdata.txt to determine how the superseded data were derived.
 HF0377
 HF0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG087658(NAD 83)
 HF0377_MARKER: DS = TRIANGULATION STATION DISK
 HF0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0377_STAMPING: C 43 1934
 HF0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0377+STABILITY: SURFACE MOTION
 HF0377
 HF0377  HISTORY     - Date     Condition        Report By
 HF0377  HISTORY     - 1934     MONUMENTED       CGS
 HF0377  HISTORY     - 1963     MARK NOT FOUND   USGS
 HF0377
 HF0377                          STATION DESCRIPTION
 HF0377
 HF0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0377'6 MI NE FROM LATHAM.
 HF0377'ABOUT 6 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HF0377'RAILWAY FROM LATHAM, BUTLER COUNTY, 100 YARDS SOUTHWEST OF THE
 HF0377'SIDING AT BURGESS, AT MILEPOST 465, AND 42 FEET SOUTHEAST OF THE
 HF0377'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED C 43 1934 AND
 HF0377'SET IN THE TOP OF A CONCRETE POST.
 HF0377
 HF0377                          STATION RECOVERY (1963)
 HF0377
 HF0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HF0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0954 ***********************************************************************
 JE0954  DESIGNATION -  C 44
 JE0954  PID         -  JE0954
 JE0954  STATE/COUNTY-  KS/DOUGLAS
 JE0954  USGS QUAD   -  LAWRENCE EAST (1978)
 JE0954
 JE0954                         *CURRENT SURVEY CONTROL
 JE0954  ___________________________________________________________________
 JE0954* NAD 83(1986)-  38 53 03.     (N)    095 11 48.     (W)     SCALED    
 JE0954* NAVD 88     -       250.095  (meters)     820.52   (feet)  ADJUSTED  
 JE0954  ___________________________________________________________________
 JE0954  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE0954  DYNAMIC HT  -         249.930 (meters)     819.98  (feet)  COMP
 JE0954  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 JE0954
 JE0954  VERT ORDER  -  SECOND    CLASS 0
 JE0954
 JE0954.The horizontal coordinates were scaled from a topographic map and have
 JE0954.an estimated accuracy of +/- 6 seconds.
 JE0954
 JE0954.The orthometric height was determined by differential leveling
 JE0954.and adjusted by the National Geodetic Survey in June 1991..
 JE0954.WARNING-Repeat measurements at this control monument indicate possible
 JE0954.vertical movement.
 JE0954
 JE0954.The geoid height was determined by GEOID03.
 JE0954
 JE0954.The dynamic height is computed by dividing the NAVD 88
 JE0954.geopotential number by the normal gravity value computed on the
 JE0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0954.degrees latitude (g = 980.6199 gals.).
 JE0954
 JE0954.The modeled gravity was interpolated from observed gravity values.
 JE0954
 JE0954;                    North         East    Units  Estimated Accuracy
 JE0954;SPC KS N     -    64,910.      643,190.      MT  (+/- 180 meters Scaled)
 JE0954
 JE0954                          SUPERSEDED SURVEY CONTROL
 JE0954
 JE0954  NGVD 29 (??/??/92)  250.011  (m)          820.24   (f) ADJ UNCH    2 0
 JE0954
 JE0954.Superseded values are not recommended for survey control.
 JE0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0954.See file dsdata.txt to determine how the superseded data were derived.
 JE0954
 JE0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD094062(NAD 83)
 JE0954_MARKER: DB = BENCH MARK DISK
 JE0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0954_STAMPING: C 44 1934
 JE0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0954+STABILITY: SURFACE MOTION
 JE0954
 JE0954  HISTORY     - Date     Condition        Report By
 JE0954  HISTORY     - 1934     MONUMENTED       CGS
 JE0954  HISTORY     - 1950     GOOD             NGS
 JE0954
 JE0954                          STATION DESCRIPTION
 JE0954
 JE0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0954'AT SIBLEYVILLE.
 JE0954'AT SIBLEYVILLE, DOUGLAS COUNTY, ON THE ATCHISON, TOPEKA AND
 JE0954'SANTA FE RAILWAY, 3 RAILS SOUTH OF BRIDGE 6-B, AT A ROAD CROSSING,
 JE0954'57 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 43 FEET
 JE0954'EAST OF THE EAST RAIL, 33 FEET SOUTH OF A POLE, 21 FEET NORTH OF
 JE0954'ANOTHER POLE, 28 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT
 JE0954'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 JE0954'C 44 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JE0954'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0330 ***********************************************************************
 JF0330  DESIGNATION -  C 45
 JF0330  PID         -  JF0330
 JF0330  STATE/COUNTY-  KS/MARION
 JF0330  USGS QUAD   -  FLORENCE (1989)
 JF0330
 JF0330                         *CURRENT SURVEY CONTROL
 JF0330  ___________________________________________________________________
 JF0330* NAD 83(1986)-  38 11 14.     (N)    096 56 15.     (W)     SCALED    
 JF0330* NAVD 88     -       406.745  (meters)    1334.46   (feet)  ADJUSTED  
 JF0330  ___________________________________________________________________
 JF0330  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 JF0330  DYNAMIC HT  -         406.443 (meters)    1333.47  (feet)  COMP
 JF0330  MODELED GRAV-     979,874.0   (mgal)                       NAVD 88
 JF0330
 JF0330  VERT ORDER  -  SECOND    CLASS 0
 JF0330
 JF0330.The horizontal coordinates were scaled from a topographic map and have
 JF0330.an estimated accuracy of +/- 6 seconds.
 JF0330
 JF0330.The orthometric height was determined by differential leveling
 JF0330.and adjusted by the National Geodetic Survey in June 1991..
 JF0330
 JF0330.The geoid height was determined by GEOID03.
 JF0330
 JF0330.The dynamic height is computed by dividing the NAVD 88
 JF0330.geopotential number by the normal gravity value computed on the
 JF0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0330.degrees latitude (g = 980.6199 gals.).
 JF0330
 JF0330.The modeled gravity was interpolated from observed gravity values.
 JF0330
 JF0330;                    North         East    Units  Estimated Accuracy
 JF0330;SPC KS S     -   569,910.      536,880.      MT  (+/- 180 meters Scaled)
 JF0330
 JF0330                          SUPERSEDED SURVEY CONTROL
 JF0330
 JF0330  NGVD 29 (??/??/92)  406.584  (m)         1333.93   (f) ADJ UNCH    2 0
 JF0330
 JF0330.Superseded values are not recommended for survey control.
 JF0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0330.See file dsdata.txt to determine how the superseded data were derived.
 JF0330
 JF0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH806285(NAD 83)
 JF0330_MARKER: DB = BENCH MARK DISK
 JF0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0330_STAMPING: C 45 1934
 JF0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0330+STABILITY: SURFACE MOTION
 JF0330
 JF0330  HISTORY     - Date     Condition        Report By
 JF0330  HISTORY     - 1934     MONUMENTED       CGS
 JF0330  HISTORY     - 1940     GOOD             NGS
 JF0330  HISTORY     - 1978     GOOD             NGS
 JF0330
 JF0330                          STATION DESCRIPTION
 JF0330
 JF0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0330'4 MI S FROM FLORENCE.
 JF0330'4.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0330'FROM THE STATION AT FLORENCE, MARION COUNTY, AT THE CROSSING OF A
 JF0330'SECTION-LINE ROAD, 51 FEET EAST OF THE CENTERLINE OF THE TRACK,
 JF0330'28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTH OF A
 JF0330'WHITE WOODEN WITNESS POST, AND ABOUT 6 FEET LOWER THAN THE TOP OF
 JF0330'THE RAIL.  A STANDARD DISK, STAMPED C 45 1934 AND SET IN THE TOP
 JF0330'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JF0330
 JF0330                          STATION RECOVERY (1978)
 JF0330
 JF0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 JF0330'4 MILES SOUTH ALONG U.S. HIGHWAY 77 FROM THE JUNCTION OF U.S. HIGHWAY
 JF0330'50 AT FLORENCE, THENCE 1.35 MILES WEST ALONG A GRADED ROAD TO THE
 JF0330'BENCH MARK ON THE RIGHT, 51 FEET EAST OF THE CENTERLINE OF A TRACK
 JF0330'ROAD LEADING NORTH, WHICH IS ALSO THE OLD RAILROAD GRADE, 28.5 FEET
 JF0330'NORTH OF THE CENTER LINE OF THE ROAD AND 7.5 FEET NORTH OF AN
 JF0330'EAST/WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0720 ***********************************************************************
 JF0720  DESIGNATION -  C 50
 JF0720  PID         -  JF0720
 JF0720  STATE/COUNTY-  KS/MARION
 JF0720  USGS QUAD   -  MARION (1985)
 JF0720
 JF0720                         *CURRENT SURVEY CONTROL
 JF0720  ___________________________________________________________________
 JF0720* NAD 83(1986)-  38 20 55.     (N)    097 01 33.     (W)     SCALED    
 JF0720* NAVD 88     -       399.045  (meters)    1309.20   (feet)  ADJUSTED  
 JF0720  ___________________________________________________________________
 JF0720  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 JF0720  DYNAMIC HT  -         398.752 (meters)    1308.24  (feet)  COMP
 JF0720  MODELED GRAV-     979,882.6   (mgal)                       NAVD 88
 JF0720
 JF0720  VERT ORDER  -  SECOND    CLASS 0
 JF0720
 JF0720.The horizontal coordinates were scaled from a topographic map and have
 JF0720.an estimated accuracy of +/- 6 seconds.
 JF0720
 JF0720.The orthometric height was determined by differential leveling
 JF0720.and adjusted by the National Geodetic Survey in June 1991..
 JF0720
 JF0720.The geoid height was determined by GEOID03.
 JF0720
 JF0720.The dynamic height is computed by dividing the NAVD 88
 JF0720.geopotential number by the normal gravity value computed on the
 JF0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0720.degrees latitude (g = 980.6199 gals.).
 JF0720
 JF0720.The modeled gravity was interpolated from observed gravity values.
 JF0720
 JF0720;                    North         East    Units  Estimated Accuracy
 JF0720;SPC KS S     -   587,690.      528,850.      MT  (+/- 180 meters Scaled)
 JF0720
 JF0720                          SUPERSEDED SURVEY CONTROL
 JF0720
 JF0720  NGVD 29 (??/??/92)  398.885  (m)         1308.68   (f) ADJ UNCH    2 0
 JF0720
 JF0720.Superseded values are not recommended for survey control.
 JF0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0720.See file dsdata.txt to determine how the superseded data were derived.
 JF0720
 JF0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH725463(NAD 83)
 JF0720_MARKER: DB = BENCH MARK DISK
 JF0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0720+STABILITY: SURFACE MOTION
 JF0720
 JF0720  HISTORY     - Date     Condition        Report By
 JF0720  HISTORY     - UNK      MONUMENTED       CGS
 JF0720  HISTORY     - 1934     GOOD             NGS
 JF0720  HISTORY     - 1941     GOOD             NGS
 JF0720
 JF0720                          STATION DESCRIPTION
 JF0720
 JF0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0720'IN MARION.
 JF0720'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  54 FT.
 JF0720'S.W. OF THE CENTER OF CROSSING OF SANTA FE AND U.S. HIGHWAY 50
 JF0720'N.  18 FT. SOUTH OF THE SOUTH CURB OF HIGHWAY NO. U.S. 50 N.
 JF0720'1.5 FT. S.E. OF R.R. RIGHT OF WAY MARKER.
 JF0720
 JF0720                          STATION RECOVERY (1941)
 JF0720
 JF0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JF0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0195 ***********************************************************************
 JF0195  DESIGNATION -  C 51
 JF0195  PID         -  JF0195
 JF0195  STATE/COUNTY-  KS/CHASE
 JF0195  USGS QUAD   -  SAFFORDVILLE (1989)
 JF0195
 JF0195                         *CURRENT SURVEY CONTROL
 JF0195  ___________________________________________________________________
 JF0195* NAD 83(1986)-  38 23 14.     (N)    096 27 47.     (W)     SCALED    
 JF0195* NAVD 88     -       354.120  (meters)    1161.81   (feet)  ADJUSTED  
 JF0195  ___________________________________________________________________
 JF0195  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JF0195  DYNAMIC HT  -         353.864 (meters)    1160.97  (feet)  COMP
 JF0195  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 JF0195
 JF0195  VERT ORDER  -  SECOND    CLASS 0
 JF0195
 JF0195.The horizontal coordinates were scaled from a topographic map and have
 JF0195.an estimated accuracy of +/- 6 seconds.
 JF0195
 JF0195.The orthometric height was determined by differential leveling
 JF0195.and adjusted by the National Geodetic Survey in June 1991..
 JF0195
 JF0195.The geoid height was determined by GEOID03.
 JF0195
 JF0195.The dynamic height is computed by dividing the NAVD 88
 JF0195.geopotential number by the normal gravity value computed on the
 JF0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0195.degrees latitude (g = 980.6199 gals.).
 JF0195
 JF0195.The modeled gravity was interpolated from observed gravity values.
 JF0195
 JF0195;                    North         East    Units  Estimated Accuracy
 JF0195;SPC KS S     -   592,900.      577,950.      MT  (+/- 180 meters Scaled)
 JF0195
 JF0195                          SUPERSEDED SURVEY CONTROL
 JF0195
 JF0195  NGVD 29 (??/??/92)  353.975  (m)         1161.33   (f) ADJ UNCH    2 0
 JF0195
 JF0195.Superseded values are not recommended for survey control.
 JF0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0195.See file dsdata.txt to determine how the superseded data were derived.
 JF0195
 JF0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH215518(NAD 83)
 JF0195_MARKER: DB = BENCH MARK DISK
 JF0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0195+STABILITY: SURFACE MOTION
 JF0195
 JF0195  HISTORY     - Date     Condition        Report By
 JF0195  HISTORY     - UNK      MONUMENTED       CGS
 JF0195  HISTORY     - 1934     GOOD             NGS
 JF0195  HISTORY     - 1968     GOOD             NGS
 JF0195
 JF0195                          STATION DESCRIPTION
 JF0195
 JF0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0195'4.2 MI E FROM STRONG CITY.
 JF0195'4.2 MILES EAST BY RAIL ALONG THE RIGHT-OF-WAY OF SANTA FE R. R,
 JF0195'40 FEET SOUTH CENTER-LINE OF SOUTH TRACK 40 FEET EAST CENTER-LINE
 JF0195'OF SECTION LINE ROAD RUNNING N. AND S.
 JF0195
 JF0195                          STATION RECOVERY (1968)
 JF0195
 JF0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0512 ***********************************************************************
 JF0512  DESIGNATION -  C 52
 JF0512  PID         -  JF0512
 JF0512  STATE/COUNTY-  KS/DICKINSON
 JF0512  USGS QUAD   -  HOPE (1985)
 JF0512
 JF0512                         *CURRENT SURVEY CONTROL
 JF0512  ___________________________________________________________________
 JF0512* NAD 83(1986)-  38 38 17.     (N)    097 03 02.     (W)     SCALED    
 JF0512* NAVD 88     -       419.185  (meters)    1375.28   (feet)  ADJUSTED  
 JF0512  ___________________________________________________________________
 JF0512  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 JF0512  DYNAMIC HT  -         418.882 (meters)    1374.28  (feet)  COMP
 JF0512  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 JF0512
 JF0512  VERT ORDER  -  SECOND    CLASS 0
 JF0512
 JF0512.The horizontal coordinates were scaled from a topographic map and have
 JF0512.an estimated accuracy of +/- 6 seconds.
 JF0512
 JF0512.The orthometric height was determined by differential leveling
 JF0512.and adjusted by the National Geodetic Survey in June 1991..
 JF0512
 JF0512.The geoid height was determined by GEOID03.
 JF0512
 JF0512.The dynamic height is computed by dividing the NAVD 88
 JF0512.geopotential number by the normal gravity value computed on the
 JF0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0512.degrees latitude (g = 980.6199 gals.).
 JF0512
 JF0512.The modeled gravity was interpolated from observed gravity values.
 JF0512
 JF0512;                    North         East    Units  Estimated Accuracy
 JF0512;SPC KS N     -    34,260.      482,660.      MT  (+/- 180 meters Scaled)
 JF0512
 JF0512                          SUPERSEDED SURVEY CONTROL
 JF0512
 JF0512  NGVD 29 (??/??/92)  419.040  (m)         1374.80   (f) ADJ UNCH    2 0
 JF0512
 JF0512.Superseded values are not recommended for survey control.
 JF0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0512.See file dsdata.txt to determine how the superseded data were derived.
 JF0512
 JF0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH696784(NAD 83)
 JF0512_MARKER: DB = BENCH MARK DISK
 JF0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0512+STABILITY: SURFACE MOTION
 JF0512
 JF0512  HISTORY     - Date     Condition        Report By
 JF0512  HISTORY     - UNK      MONUMENTED       CGS
 JF0512  HISTORY     - 1934     GOOD             NGS
 JF0512  HISTORY     - 1968     GOOD             NGS
 JF0512
 JF0512                          STATION DESCRIPTION
 JF0512
 JF0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0512'4 MI S FROM HOPE.
 JF0512'4 MILES SOUTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0512'FE R.R. CO.  100 FT. WEST OF THE CENTER OF ROAD CROSSING.  27 FT.
 JF0512'SOUTH OF THE CENTER OF SECTION LINE ROAD.  5 FT. EAST OF THE
 JF0512'RIGHT OF WAY MARKER.
 JF0512
 JF0512                          STATION RECOVERY (1968)
 JF0512
 JF0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1143 ***********************************************************************
 JE1143  DESIGNATION -  C 53
 JE1143  PID         -  JE1143
 JE1143  STATE/COUNTY-  KS/COFFEY
 JE1143  USGS QUAD   -  GRIDLEY SE (1967)
 JE1143
 JE1143                         *CURRENT SURVEY CONTROL
 JE1143  ___________________________________________________________________
 JE1143* NAD 83(1986)-  38 05 01.     (N)    095 47 39.     (W)     SCALED    
 JE1143* NAVD 88     -       318.065  (meters)    1043.52   (feet)  ADJUSTED  
 JE1143  ___________________________________________________________________
 JE1143  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 JE1143  DYNAMIC HT  -         317.828 (meters)    1042.74  (feet)  COMP
 JE1143  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 JE1143
 JE1143  VERT ORDER  -  SECOND    CLASS 0
 JE1143
 JE1143.The horizontal coordinates were scaled from a topographic map and have
 JE1143.an estimated accuracy of +/- 6 seconds.
 JE1143
 JE1143.The orthometric height was determined by differential leveling
 JE1143.and adjusted by the National Geodetic Survey in June 1991..
 JE1143
 JE1143.The geoid height was determined by GEOID03.
 JE1143
 JE1143.The dynamic height is computed by dividing the NAVD 88
 JE1143.geopotential number by the normal gravity value computed on the
 JE1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1143.degrees latitude (g = 980.6199 gals.).
 JE1143
 JE1143.The modeled gravity was interpolated from observed gravity values.
 JE1143
 JE1143;                    North         East    Units  Estimated Accuracy
 JE1143;SPC KS S     -   560,700.      637,340.      MT  (+/- 180 meters Scaled)
 JE1143
 JE1143                          SUPERSEDED SURVEY CONTROL
 JE1143
 JE1143  NGVD 29 (??/??/92)  317.913  (m)         1043.02   (f) ADJ UNCH    2 0
 JE1143
 JE1143.Superseded values are not recommended for survey control.
 JE1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1143.See file dsdata.txt to determine how the superseded data were derived.
 JE1143
 JE1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC549187(NAD 83)
 JE1143_MARKER: DB = BENCH MARK DISK
 JE1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1143_STAMPING: C 53 1934
 JE1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1143+STABILITY: SURFACE MOTION
 JE1143
 JE1143  HISTORY     - Date     Condition        Report By
 JE1143  HISTORY     - 1934     MONUMENTED       CGS
 JE1143  HISTORY     - 1951     GOOD             NGS
 JE1143
 JE1143                          STATION DESCRIPTION
 JE1143
 JE1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1143'5.7 MI E FROM GRIDLEY.
 JE1143'ALONG THE ABANDONED MISSOURI PACIFIC RAILROAD, 47 FEET SOUTH OF
 JE1143'THE CENTER OF ROADBED, 30 FEET NORTH OF POWER POLE, 22
 JE1143'FEET EAST OF CENTER OF ROAD AND 2 FEET EAST OF FENCE.  THE DISC IS
 JE1143'SET IN THE TOP OF A CONCRETE POST, PROJECTING 6 INCHES.  TO REACH
 JE1143'FROM THE GRIDLEY SCHOOL, GO SOUTH ON GRAVEL ROAD FOR 1.0 MILE TO
 JE1143'T-ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.0 MILE TO T-ROAD
 JE1143'RIGHT.  CONTINUE EAST FOR 4.0 MILES TO T-ROAD LEFT.  TURN LEFT AND
 JE1143'GO NORTH FOR 0.1 MILE TO ROADBED AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1100 ***********************************************************************
 JE1100  DESIGNATION -  C 54
 JE1100  PID         -  JE1100
 JE1100  STATE/COUNTY-  KS/ANDERSON
 JE1100  USGS QUAD   -  BLUE MOUND (1966)
 JE1100
 JE1100                         *CURRENT SURVEY CONTROL
 JE1100  ___________________________________________________________________
 JE1100* NAD 83(1986)-  38 05 26.     (N)    095 04 39.     (W)     SCALED    
 JE1100* NAVD 88     -       339.132  (meters)    1112.64   (feet)  ADJUSTED  
 JE1100  ___________________________________________________________________
 JE1100  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JE1100  DYNAMIC HT  -         338.880 (meters)    1111.81  (feet)  COMP
 JE1100  MODELED GRAV-     979,876.6   (mgal)                       NAVD 88
 JE1100
 JE1100  VERT ORDER  -  SECOND    CLASS 0
 JE1100
 JE1100.The horizontal coordinates were scaled from a topographic map and have
 JE1100.an estimated accuracy of +/- 6 seconds.
 JE1100
 JE1100.The orthometric height was determined by differential leveling
 JE1100.and adjusted by the National Geodetic Survey in June 1991..
 JE1100
 JE1100.The geoid height was determined by GEOID03.
 JE1100
 JE1100.The dynamic height is computed by dividing the NAVD 88
 JE1100.geopotential number by the normal gravity value computed on the
 JE1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1100.degrees latitude (g = 980.6199 gals.).
 JE1100
 JE1100.The modeled gravity was interpolated from observed gravity values.
 JE1100
 JE1100;                    North         East    Units  Estimated Accuracy
 JE1100;SPC KS S     -   563,540.      700,150.      MT  (+/- 180 meters Scaled)
 JE1100
 JE1100                          SUPERSEDED SURVEY CONTROL
 JE1100
 JE1100  NGVD 29 (??/??/92)  338.983  (m)         1112.15   (f) ADJ UNCH    2 0
 JE1100
 JE1100.Superseded values are not recommended for survey control.
 JE1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1100.See file dsdata.txt to determine how the superseded data were derived.
 JE1100
 JE1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC178179(NAD 83)
 JE1100_MARKER: DB = BENCH MARK DISK
 JE1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1100_STAMPING: C 54 1934
 JE1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1100+STABILITY: SURFACE MOTION
 JE1100
 JE1100  HISTORY     - Date     Condition        Report By
 JE1100  HISTORY     - 1934     MONUMENTED       CGS
 JE1100  HISTORY     - 1951     GOOD             NGS
 JE1100
 JE1100                          STATION DESCRIPTION
 JE1100
 JE1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1100'3.6 MI W FROM BLUE MOUND.
 JE1100'IN ANDERSON COUNTY, 3.6 MILES WEST ALONG AN ABANDONED BRANCH
 JE1100'OF THE MISSOURI PACIFIC RAILROAD FROM THE FARMERS CO-OP ELEVATOR
 JE1100'AT BLUE MOUND, LINN COUNTY, 50 FEET NORTH OF THE CENTER LINE
 JE1100'OF THE OLD ROADBED, 27 FEET WEST OF THE CENTER LINE OF THE
 JE1100'ANDERSON-LINN COUNTY-LINE ROAD, 12 FEET NORTH OF A FENCE INTERSECTION,
 JE1100'AND 2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED C 54 1934
 JE1100'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 JE1100'GROUND.  THIS BENCH MARK MAY BE REACHED BY ROAD FROM THE FARMERS
 JE1100'CO-OP ELEVATOR BY GOING 0.1 MILE NORTH, THENCE 3.6 MILES WEST,
 JE1100'AND THENCE 0.4 MILE SOUTH.
 JE1100
 JE1100                          STATION RECOVERY (1951)
 JE1100
 JE1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1036 ***********************************************************************
 JE1036  DESIGNATION -  C 56
 JE1036  PID         -  JE1036
 JE1036  STATE/COUNTY-  KS/ANDERSON
 JE1036  USGS QUAD   -  KINCAID (1983)
 JE1036
 JE1036                         *CURRENT SURVEY CONTROL
 JE1036  ___________________________________________________________________
 JE1036* NAD 83(1986)-  38 03 09.     (N)    095 09 54.     (W)     SCALED    
 JE1036* NAVD 88     -       326.946  (meters)    1072.66   (feet)  ADJUSTED  
 JE1036  ___________________________________________________________________
 JE1036  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JE1036  DYNAMIC HT  -         326.713 (meters)    1071.89  (feet)  COMP
 JE1036  MODELED GRAV-     979,907.5   (mgal)                       NAVD 88
 JE1036
 JE1036  VERT ORDER  -  SECOND    CLASS 0
 JE1036
 JE1036.The horizontal coordinates were scaled from a topographic map and have
 JE1036.an estimated accuracy of +/- 6 seconds.
 JE1036
 JE1036.The orthometric height was determined by differential leveling
 JE1036.and adjusted by the National Geodetic Survey in June 1991..
 JE1036
 JE1036.The geoid height was determined by GEOID03.
 JE1036
 JE1036.The dynamic height is computed by dividing the NAVD 88
 JE1036.geopotential number by the normal gravity value computed on the
 JE1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1036.degrees latitude (g = 980.6199 gals.).
 JE1036
 JE1036.The modeled gravity was interpolated from observed gravity values.
 JE1036
 JE1036;                    North         East    Units  Estimated Accuracy
 JE1036;SPC KS S     -   559,040.      692,630.      MT  (+/- 180 meters Scaled)
 JE1036
 JE1036                          SUPERSEDED SURVEY CONTROL
 JE1036
 JE1036  NGVD 29 (??/??/92)  326.825  (m)         1072.26   (f) ADJ UNCH    2 0
 JE1036
 JE1036.Superseded values are not recommended for survey control.
 JE1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1036.See file dsdata.txt to determine how the superseded data were derived.
 JE1036
 JE1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC100138(NAD 83)
 JE1036_MARKER: DB = BENCH MARK DISK
 JE1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1036_STAMPING: C 56 1934
 JE1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1036+STABILITY: SURFACE MOTION
 JE1036
 JE1036  HISTORY     - Date     Condition        Report By
 JE1036  HISTORY     - 1934     MONUMENTED       CGS
 JE1036  HISTORY     - 1946     GOOD             NGS
 JE1036  HISTORY     - 20031022 MARK NOT FOUND   SKW
 JE1036
 JE1036                          STATION DESCRIPTION
 JE1036
 JE1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1036'2.2 MI S FROM KINCAID.
 JE1036'2.2 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 JE1036'KINCAID, ANDERSON COUNTY, AT MILEAGE 84.82, AT A DIRT-ROAD
 JE1036'CROSSING, 55 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 47
 JE1036'FEET WEST OF THE CENTER LINE OF THE TRACK, 31 FEET NORTH OF
 JE1036'THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST OF A WIRE-FENCE
 JE1036'CORNER, AND ABOUT 3 INCHES HIGHER THAN THE TOP OF THE RAIL.  A
 JE1036'STANDARD DISK, STAMPED C 56 1934 AND SET IN THE TOP OF A CONCRETE
 JE1036'POST.
 JE1036
 JE1036                          STATION RECOVERY (1946)
 JE1036
 JE1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 JE1036'RECOVERED IN GOOD CONDITION.
 JE1036
 JE1036                          STATION RECOVERY (2003)
 JE1036
 JE1036'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC)
 JE1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0081 ***********************************************************************
 JH0081  DESIGNATION -  C 7
 JH0081  PID         -  JH0081
 JH0081  STATE/COUNTY-  KS/FINNEY
 JH0081  USGS QUAD   -  TENNIS (1976)
 JH0081
 JH0081                         *CURRENT SURVEY CONTROL
 JH0081  ___________________________________________________________________
 JH0081* NAD 83(1986)-  38 13 38.     (N)    100 54 40.     (W)     SCALED    
 JH0081* NAVD 88     -       885.166  (meters)    2904.08   (feet)  POSTED    
 JH0081  ___________________________________________________________________
 JH0081  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 JH0081  DYNAMIC HT  -         884.410 (meters)    2901.60  (feet)  COMP
 JH0081  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 JH0081
 JH0081  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JH0081
 JH0081.The horizontal coordinates were scaled from a topographic map and have
 JH0081.an estimated accuracy of +/- 6 seconds.
 JH0081
 JH0081.The orthometric height was determined by differential leveling
 JH0081.and adjusted by the National Geodetic Survey in 1992..
 JH0081.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JH0081.rate of 2.1 thru 3.0 mm/km.
 JH0081
 JH0081.The geoid height was determined by GEOID03.
 JH0081
 JH0081.The dynamic height is computed by dividing the NAVD 88
 JH0081.geopotential number by the normal gravity value computed on the
 JH0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0081.degrees latitude (g = 980.6199 gals.).
 JH0081
 JH0081.The modeled gravity was interpolated from observed gravity values.
 JH0081
 JH0081;                    North         East    Units  Estimated Accuracy
 JH0081;SPC KS S     -   575,930.      188,920.      MT  (+/- 180 meters Scaled)
 JH0081
 JH0081                          SUPERSEDED SURVEY CONTROL
 JH0081
 JH0081  NGVD 29 (??/??/92)  884.853  (m)         2903.06   (f) ADJ UNCH    1 2
 JH0081
 JH0081.Superseded values are not recommended for survey control.
 JH0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0081.See file dsdata.txt to determine how the superseded data were derived.
 JH0081
 JH0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH327327(NAD 83)
 JH0081_MARKER: DB = BENCH MARK DISK
 JH0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0081_STAMPING: C-7 1933
 JH0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0081+STABILITY: SURFACE MOTION
 JH0081
 JH0081  HISTORY     - Date     Condition        Report By
 JH0081  HISTORY     - 1933     MONUMENTED       CGS
 JH0081
 JH0081                          STATION DESCRIPTION
 JH0081
 JH0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0081'2.2 MI S FROM FRIEND.
 JH0081'2.2 MILES SOUTH OF AT AND SF DEPOT, 5 FEET SOUTH OF MILE POST
 JH0081'138.  52 FEET EAST OF CENTERLINE OF ATCHISON TOPEKA AND SANTA
 JH0081'FE RAILROAD.  2 FEET WEST OF THE RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0184 ***********************************************************************
 KH0184  DESIGNATION -  C 77
 KH0184  PID         -  KH0184
 KH0184  STATE/COUNTY-  KS/THOMAS
 KH0184  USGS QUAD   -  SPICA (1979)
 KH0184
 KH0184                         *CURRENT SURVEY CONTROL
 KH0184  ___________________________________________________________________
 KH0184* NAD 83(1986)-  39 12 11.     (N)    100 54 39.     (W)     SCALED    
 KH0184* NAVD 88     -       939.310  (meters)    3081.72   (feet)  ADJUSTED  
 KH0184  ___________________________________________________________________
 KH0184  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KH0184  DYNAMIC HT  -         938.566 (meters)    3079.28  (feet)  COMP
 KH0184  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 KH0184
 KH0184  VERT ORDER  -  SECOND    CLASS 0
 KH0184
 KH0184.The horizontal coordinates were scaled from a topographic map and have
 KH0184.an estimated accuracy of +/- 6 seconds.
 KH0184
 KH0184.The orthometric height was determined by differential leveling
 KH0184.and adjusted by the National Geodetic Survey in June 1991..
 KH0184
 KH0184.The geoid height was determined by GEOID03.
 KH0184
 KH0184.The dynamic height is computed by dividing the NAVD 88
 KH0184.geopotential number by the normal gravity value computed on the
 KH0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0184.degrees latitude (g = 980.6199 gals.).
 KH0184
 KH0184.The modeled gravity was interpolated from observed gravity values.
 KH0184
 KH0184;                    North         East    Units  Estimated Accuracy
 KH0184;SPC KS N     -   100,590.      148,620.      MT  (+/- 180 meters Scaled)
 KH0184
 KH0184                          SUPERSEDED SURVEY CONTROL
 KH0184
 KH0184  NGVD 29 (??/??/92)  938.967  (m)         3080.59   (f) ADJ UNCH    2 0
 KH0184
 KH0184.Superseded values are not recommended for survey control.
 KH0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0184.See file dsdata.txt to determine how the superseded data were derived.
 KH0184
 KH0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ350410(NAD 83)
 KH0184_MARKER: DB = BENCH MARK DISK
 KH0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0184_STAMPING: C-77 1934
 KH0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0184+STABILITY: SURFACE MOTION
 KH0184
 KH0184  HISTORY     - Date     Condition        Report By
 KH0184  HISTORY     - 1934     MONUMENTED       CGS
 KH0184
 KH0184                          STATION DESCRIPTION
 KH0184
 KH0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0184'6 MI SE FROM MINGO.
 KH0184'6.0 MILES SE OF AND ALONG THE UNION PACIFIC R.R.  0.5 MILE NW
 KH0184'OF MILE POST 219, 45 FT NE OF CENTER OF TRACK AND IN LINE WITH
 KH0184'TELEGRAPH POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0297 ***********************************************************************
 KH0297  DESIGNATION -  C 78
 KH0297  PID         -  KH0297
 KH0297  STATE/COUNTY-  KS/RAWLINS
 KH0297  USGS QUAD   -  ATWOOD (1978)
 KH0297
 KH0297                         *CURRENT SURVEY CONTROL
 KH0297  ___________________________________________________________________
 KH0297* NAD 83(1986)-  39 48 23.     (N)    101 02 48.     (W)     SCALED    
 KH0297* NAVD 88     -       866.764  (meters)    2843.71   (feet)  ADJUSTED  
 KH0297  ___________________________________________________________________
 KH0297  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 KH0297  DYNAMIC HT  -         866.129 (meters)    2841.62  (feet)  COMP
 KH0297  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 KH0297
 KH0297  VERT ORDER  -  SECOND    CLASS 0
 KH0297
 KH0297.The horizontal coordinates were scaled from a topographic map and have
 KH0297.an estimated accuracy of +/- 6 seconds.
 KH0297
 KH0297.The orthometric height was determined by differential leveling
 KH0297.and adjusted by the National Geodetic Survey in June 1991..
 KH0297
 KH0297.The geoid height was determined by GEOID03.
 KH0297
 KH0297.The dynamic height is computed by dividing the NAVD 88
 KH0297.geopotential number by the normal gravity value computed on the
 KH0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0297.degrees latitude (g = 980.6199 gals.).
 KH0297
 KH0297.The modeled gravity was interpolated from observed gravity values.
 KH0297
 KH0297;                    North         East    Units  Estimated Accuracy
 KH0297;SPC KS N     -   167,920.      139,150.      MT  (+/- 180 meters Scaled)
 KH0297
 KH0297                          SUPERSEDED SURVEY CONTROL
 KH0297
 KH0297  NGVD 29 (??/??/92)  866.426  (m)         2842.60   (f) ADJ UNCH    2 0
 KH0297
 KH0297.Superseded values are not recommended for survey control.
 KH0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0297.See file dsdata.txt to determine how the superseded data were derived.
 KH0297
 KH0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK247082(NAD 83)
 KH0297_MARKER: DB = BENCH MARK DISK
 KH0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0297_STAMPING: C-78 1934
 KH0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0297+STABILITY: SURFACE MOTION
 KH0297
 KH0297  HISTORY     - Date     Condition        Report By
 KH0297  HISTORY     - 1934     MONUMENTED       CGS
 KH0297  HISTORY     - 1949     GOOD             USGS
 KH0297
 KH0297                          STATION DESCRIPTION
 KH0297
 KH0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0297'AT ATWOOD.
 KH0297'AT ATWOOD, AT THE INTERSECTOIN OF STATE HWY 25 AND U.S. HWY 36,
 KH0297'120 FT N OF CENTER OF U.S. HWY 36 AND 75 FT W OF STATE HWY 25,
 KH0297'6 FT S OF A TELEPHONE POLE PAINTED USBM.  NOTE-- INTERSECTION
 KH0297'OF STATE HWY 25 AND U.S. HWY 36 HAS BEEN MOVED TO .5 MILES
 KH0297'NORTH OF OLD LOCATION.
 KH0297
 KH0297                          STATION RECOVERY (1949)
 KH0297
 KH0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 KH0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0178 ***********************************************************************
 HH0178  DESIGNATION -  C 8
 HH0178  PID         -  HH0178
 HH0178  STATE/COUNTY-  KS/HASKELL
 HH0178  USGS QUAD   -  WEST OF COPELAND (1978)
 HH0178
 HH0178                         *CURRENT SURVEY CONTROL
 HH0178  ___________________________________________________________________
 HH0178* NAD 83(1986)-  37 35 28.     (N)    100 52 14.     (W)     SCALED    
 HH0178* NAVD 88     -       896.044  (meters)    2939.77   (feet)  ADJUSTED  
 HH0178  ___________________________________________________________________
 HH0178  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 HH0178  DYNAMIC HT  -         895.208 (meters)    2937.03  (feet)  COMP
 HH0178  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 HH0178
 HH0178  VERT ORDER  -  FIRST     CLASS II
 HH0178
 HH0178.The horizontal coordinates were scaled from a topographic map and have
 HH0178.an estimated accuracy of +/- 6 seconds.
 HH0178
 HH0178.The orthometric height was determined by differential leveling
 HH0178.and adjusted by the National Geodetic Survey in June 1991..
 HH0178
 HH0178.The geoid height was determined by GEOID03.
 HH0178
 HH0178.The dynamic height is computed by dividing the NAVD 88
 HH0178.geopotential number by the normal gravity value computed on the
 HH0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0178.degrees latitude (g = 980.6199 gals.).
 HH0178
 HH0178.The modeled gravity was interpolated from observed gravity values.
 HH0178
 HH0178;                    North         East    Units  Estimated Accuracy
 HH0178;SPC KS S     -   505,260.      190,670.      MT  (+/- 180 meters Scaled)
 HH0178
 HH0178                          SUPERSEDED SURVEY CONTROL
 HH0178
 HH0178  NGVD 29 (??/??/92)  895.666  (m)         2938.53   (f) ADJ UNCH    1 2
 HH0178
 HH0178.Superseded values are not recommended for survey control.
 HH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0178.See file dsdata.txt to determine how the superseded data were derived.
 HH0178
 HH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG348620(NAD 83)
 HH0178_MARKER: DB = BENCH MARK DISK
 HH0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0178_STAMPING: C 8 1933
 HH0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0178+STABILITY: SURFACE MOTION
 HH0178
 HH0178  HISTORY     - Date     Condition        Report By
 HH0178  HISTORY     - 1933     MONUMENTED       CGS
 HH0178  HISTORY     - 1962     MARK NOT FOUND   NGS
 HH0178
 HH0178                          STATION DESCRIPTION
 HH0178
 HH0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0178'25.6 MI S FROM GARDEN CITY.
 HH0178'IN HASKELL COUNTY, ABOUT 25.6 MILES SOUTH ALONG U.S. HIGHWAY 83
 HH0178'FROM THE MUNICIPAL WATER PLANT AT GARDEN CITY, FINNEY COUNTY,
 HH0178'ABOUT 8.0 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY 45,
 HH0178'25 FEET SOUTH OF THE CENTER LINE OF AN EAST-AND-WEST COUNTY ROAD,
 HH0178'48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF
 HH0178'A FENCE CORNER, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A
 HH0178'STANDARD DISK, STAMPED C 8 1933 AND SET IN THE TOP OF A CONCRETE
 HH0178'POST.
 HH0178
 HH0178                          STATION RECOVERY (1962)
 HH0178
 HH0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HH0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0450 ***********************************************************************
 KH0450  DESIGNATION -  C 80
 KH0450  PID         -  KH0450
 KH0450  STATE/COUNTY-  KS/SHERMAN
 KH0450  USGS QUAD   -  GOODLAND (1974)
 KH0450
 KH0450                         *CURRENT SURVEY CONTROL
 KH0450  ___________________________________________________________________
 KH0450* NAD 83(1986)-  39 17 35.     (N)    101 43 34.     (W)     SCALED    
 KH0450* NAVD 88     -      1127.187  (meters)    3698.11   (feet)  ADJUSTED  
 KH0450  ___________________________________________________________________
 KH0450  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 KH0450  DYNAMIC HT  -        1126.233 (meters)    3694.98  (feet)  COMP
 KH0450  MODELED GRAV-     979,742.4   (mgal)                       NAVD 88
 KH0450
 KH0450  VERT ORDER  -  SECOND    CLASS 0
 KH0450
 KH0450.The horizontal coordinates were scaled from a topographic map and have
 KH0450.an estimated accuracy of +/- 6 seconds.
 KH0450
 KH0450.The orthometric height was determined by differential leveling
 KH0450.and adjusted by the National Geodetic Survey in June 1991..
 KH0450
 KH0450.The geoid height was determined by GEOID03.
 KH0450
 KH0450.The dynamic height is computed by dividing the NAVD 88
 KH0450.geopotential number by the normal gravity value computed on the
 KH0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0450.degrees latitude (g = 980.6199 gals.).
 KH0450
 KH0450.The modeled gravity was interpolated from observed gravity values.
 KH0450
 KH0450;                    North         East    Units  Estimated Accuracy
 KH0450;SPC KS N     -   113,150.       78,660.      MT  (+/- 180 meters Scaled)
 KH0450
 KH0450                          SUPERSEDED SURVEY CONTROL
 KH0450
 KH0450  NGVD 29 (??/??/92) 1126.728  (m)         3696.61   (f) ADJ UNCH    2 0
 KH0450
 KH0450.Superseded values are not recommended for survey control.
 KH0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0450.See file dsdata.txt to determine how the superseded data were derived.
 KH0450
 KH0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ649528(NAD 83)
 KH0450_MARKER: DB = BENCH MARK DISK
 KH0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0450_STAMPING: C 80 1935
 KH0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0450+STABILITY: SURFACE MOTION
 KH0450
 KH0450  HISTORY     - Date     Condition        Report By
 KH0450  HISTORY     - 1935     MONUMENTED       CGS
 KH0450  HISTORY     - 1940     GOOD             NGS
 KH0450  HISTORY     - 1964     MARK NOT FOUND   USGS
 KH0450
 KH0450                          STATION DESCRIPTION
 KH0450
 KH0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0450'4 MI SW FROM GOODLAND.
 KH0450'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0450'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0450'PARALLELING THE RAILROAD TRACKS, GO 0.7 MILES TURN LEFT (SOUTH)
 KH0450'ACROSS THE TRACKS ONTO A SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0450'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 3.0 MILES.  BENCH
 KH0450'MARK IS AT A T-INTERSECTION OF STATE HIGHWAY NO. 27 AND AN
 KH0450'UNIMPROVED EAST-WEST SECTION LINE ROAD, 52 FEET SOUTHEAST OF
 KH0450'CENTER OF THE INTERSECTION, 45 FEET EAST OF CENTER LINE OF STATE
 KH0450'HIGHWAY NO. 27, 21 FEET SOUTH OF CENTER LINE OF THE EAST-WEST
 KH0450'SECTION LINE ROAD, 14.5 FEET EAST OF A TELEPHONE POLE, 2.0 FEET
 KH0450'SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 20
 KH0450'FEET.  A STD. DISK B M IN A CAST-IN-PLACE CONCRETE POST
 KH0450'PROJECTING 0.5 FOOT.
 KH0450
 KH0450                          STATION RECOVERY (1964)
 KH0450
 KH0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KH0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0317 ***********************************************************************
 KH0317  DESIGNATION -  C 81
 KH0317  PID         -  KH0317
 KH0317  STATE/COUNTY-  KS/THOMAS
 KH0317  USGS QUAD   -  LEVANT (1967)
 KH0317
 KH0317                         *CURRENT SURVEY CONTROL
 KH0317  ___________________________________________________________________
 KH0317* NAD 83(1986)-  39 23 06.     (N)    101 12 15.     (W)     SCALED    
 KH0317* NAVD 88     -      1008.559  (meters)    3308.91   (feet)  ADJUSTED  
 KH0317  ___________________________________________________________________
 KH0317  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KH0317  DYNAMIC HT  -        1007.751 (meters)    3306.26  (feet)  COMP
 KH0317  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 KH0317
 KH0317  VERT ORDER  -  SECOND    CLASS 0
 KH0317
 KH0317.The horizontal coordinates were scaled from a topographic map and have
 KH0317.an estimated accuracy of +/- 6 seconds.
 KH0317
 KH0317.The orthometric height was determined by differential leveling
 KH0317.and adjusted by the National Geodetic Survey in June 1991..
 KH0317
 KH0317.The geoid height was determined by GEOID03.
 KH0317
 KH0317.The dynamic height is computed by dividing the NAVD 88
 KH0317.geopotential number by the normal gravity value computed on the
 KH0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0317.degrees latitude (g = 980.6199 gals.).
 KH0317
 KH0317.The modeled gravity was interpolated from observed gravity values.
 KH0317
 KH0317;                    North         East    Units  Estimated Accuracy
 KH0317;SPC KS N     -   121,630.      124,010.      MT  (+/- 180 meters Scaled)
 KH0317
 KH0317                          SUPERSEDED SURVEY CONTROL
 KH0317
 KH0317  NGVD 29 (??/??/92) 1008.170  (m)         3307.64   (f) ADJ UNCH    2 0
 KH0317
 KH0317.Superseded values are not recommended for survey control.
 KH0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0317.See file dsdata.txt to determine how the superseded data were derived.
 KH0317
 KH0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ101618(NAD 83)
 KH0317_MARKER: DB = BENCH MARK DISK
 KH0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0317_STAMPING: C 81 1935
 KH0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0317+STABILITY: SURFACE MOTION
 KH0317
 KH0317  HISTORY     - Date     Condition        Report By
 KH0317  HISTORY     - 1935     MONUMENTED       CGS
 KH0317  HISTORY     - 1966     POOR             USGS
 KH0317
 KH0317                          STATION DESCRIPTION
 KH0317
 KH0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0317'0.4 MI W FROM LEVANT.
 KH0317'0.4 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0317'RAILROAD FROM THE STATION AT LEVANT, THOMAS COUNTY, 100
 KH0317'FEET SOUTHWEST OF MILE POLE 396/20, 200 FEET NORTH OF THE CENTER
 KH0317'OF A WIDE CURVE IN U.S. HIGHWAY 24, AT A NORTH-AND-SOUTH ROAD
 KH0317'CROSSING, 45 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 35
 KH0317'FEET EAST OF THE CENTER LINE OF THE ROAD, AND 2 FEET NORTHWEST
 KH0317'OF A POLE.  A STANDARD DISK, STAMPED C 81 1935 AND SET IN
 KH0317'THE TOP OF A CONCRETE POST.
 KH0317
 KH0317                          STATION RECOVERY (1966)
 KH0317
 KH0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KH0317'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0403 ***********************************************************************
 KH0403  DESIGNATION -  C 82
 KH0403  PID         -  KH0403
 KH0403  STATE/COUNTY-  KS/SHERMAN
 KH0403  USGS QUAD   -  GOODLAND (1974)
 KH0403
 KH0403                         *CURRENT SURVEY CONTROL
 KH0403  ___________________________________________________________________
 KH0403* NAD 83(1986)-  39 20 24.     (N)    101 39 07.     (W)     SCALED    
 KH0403* NAVD 88     -      1108.693  (meters)    3637.44   (feet)  ADJUSTED  
 KH0403  ___________________________________________________________________
 KH0403  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 KH0403  DYNAMIC HT  -        1107.763 (meters)    3634.39  (feet)  COMP
 KH0403  MODELED GRAV-     979,750.7   (mgal)                       NAVD 88
 KH0403
 KH0403  VERT ORDER  -  SECOND    CLASS 0
 KH0403
 KH0403.The horizontal coordinates were scaled from a topographic map and have
 KH0403.an estimated accuracy of +/- 6 seconds.
 KH0403
 KH0403.The orthometric height was determined by differential leveling
 KH0403.and adjusted by the National Geodetic Survey in June 1991..
 KH0403
 KH0403.The geoid height was determined by GEOID03.
 KH0403
 KH0403.The dynamic height is computed by dividing the NAVD 88
 KH0403.geopotential number by the normal gravity value computed on the
 KH0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0403.degrees latitude (g = 980.6199 gals.).
 KH0403
 KH0403.The modeled gravity was interpolated from observed gravity values.
 KH0403
 KH0403;                    North         East    Units  Estimated Accuracy
 KH0403;SPC KS N     -   118,100.       85,260.      MT  (+/- 180 meters Scaled)
 KH0403
 KH0403                          SUPERSEDED SURVEY CONTROL
 KH0403
 KH0403  NGVD 29 (??/??/92) 1108.246  (m)         3635.97   (f) ADJ UNCH    2 0
 KH0403
 KH0403.Superseded values are not recommended for survey control.
 KH0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0403.See file dsdata.txt to determine how the superseded data were derived.
 KH0403
 KH0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ714578(NAD 83)
 KH0403_MARKER: DB = BENCH MARK DISK
 KH0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0403_STAMPING: C 82 1935
 KH0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0403+STABILITY: SURFACE MOTION
 KH0403
 KH0403  HISTORY     - Date     Condition        Report By
 KH0403  HISTORY     - 1935     MONUMENTED       CGS
 KH0403  HISTORY     - 1964     MARK NOT FOUND   USGS
 KH0403
 KH0403                          STATION DESCRIPTION
 KH0403
 KH0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0403'3.2 MI E FROM GOODLAND.
 KH0403'3.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0403'RAILROAD FROM THE STATION AT GOODLAND, SHERMAN COUNTY, 125 FEET
 KH0403'SOUTHWEST OF MILE POLE 420/20, 250 FEET SOUTHEAST OF A SMALL
 KH0403'CUT, AT A NORTH-AND-SOUTH ROAD CROSSING, 45 FEET SOUTH OF THE
 KH0403'CENTER LINE OF THE TRACK, AND 35 FEET WEST OF THE CENTER LINE
 KH0403'OF THE ROAD.  A STANDARD DISK, STAMPED C 82 1935 AND SET IN THE
 KH0403'TOP OF A CONCRETE POST.
 KH0403
 KH0403                          STATION RECOVERY (1964)
 KH0403
 KH0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KH0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0069 ***********************************************************************
 JH0069  DESIGNATION -  C 83
 JH0069  PID         -  JH0069
 JH0069  STATE/COUNTY-  KS/SCOTT
 JH0069  USGS QUAD   -  SCOTT CITY (1976)
 JH0069
 JH0069                         *CURRENT SURVEY CONTROL
 JH0069  ___________________________________________________________________
 JH0069* NAD 83(1986)-  38 29 14.     (N)    100 57 40.     (W)     SCALED    
 JH0069* NAVD 88     -       908.800  (meters)    2981.62   (feet)  ADJUSTED  
 JH0069  ___________________________________________________________________
 JH0069  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JH0069  DYNAMIC HT  -         908.032 (meters)    2979.10  (feet)  COMP
 JH0069  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 JH0069
 JH0069  VERT ORDER  -  SECOND    CLASS 0
 JH0069
 JH0069.The horizontal coordinates were scaled from a topographic map and have
 JH0069.an estimated accuracy of +/- 6 seconds.
 JH0069
 JH0069.The orthometric height was determined by differential leveling
 JH0069.and adjusted by the National Geodetic Survey in June 1991..
 JH0069
 JH0069.The geoid height was determined by GEOID03.
 JH0069
 JH0069.The dynamic height is computed by dividing the NAVD 88
 JH0069.geopotential number by the normal gravity value computed on the
 JH0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0069.degrees latitude (g = 980.6199 gals.).
 JH0069
 JH0069.The modeled gravity was interpolated from observed gravity values.
 JH0069
 JH0069;                    North         East    Units  Estimated Accuracy
 JH0069;SPC KS S     -   604,890.      185,300.      MT  (+/- 180 meters Scaled)
 JH0069
 JH0069                          SUPERSEDED SURVEY CONTROL
 JH0069
 JH0069  NGVD 29 (??/??/92)  908.509  (m)         2980.67   (f) ADJ UNCH    2 0
 JH0069
 JH0069.Superseded values are not recommended for survey control.
 JH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0069.See file dsdata.txt to determine how the superseded data were derived.
 JH0069
 JH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH289616(NAD 83)
 JH0069_MARKER: DB = BENCH MARK DISK
 JH0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0069_SP_SET: CULVERT
 JH0069_STAMPING: C 83 1935
 JH0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0069
 JH0069  HISTORY     - Date     Condition        Report By
 JH0069  HISTORY     - 1935     MONUMENTED       CGS
 JH0069  HISTORY     - 1940     GOOD             NGS
 JH0069
 JH0069                          STATION DESCRIPTION
 JH0069
 JH0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0069'2.9 MI W FROM SCOTT CITY.
 JH0069'2.9 MILES WEST OF THE MISSOURI PACIFIC RAILROAD STATION IN SCOTT
 JH0069'CITY ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, 53
 JH0069'YARDS WEST OF MILEPOST NO. 685-20, 160 YARDS EAST OF CENTER
 JH0069'LINE OF A GRADE CROSSING, 17 FEET NORTH OF CENTER LINE OF THE
 JH0069'TRACK, APPROXIMATELY 5 FEET BELOW LEVEL OF THE RAILS, ON TOP IN
 JH0069'THE CENTER OF THE NORTH CONCRETE HEADWALL OF A 6 X 6 FOOT CONCRETE
 JH0069'BOX CULVERT, SET FLUSH AND HORIZONTALLY.  CULVERT SERVES AS
 JH0069'LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0436 ***********************************************************************
 HH0436  DESIGNATION -  C 84
 HH0436  PID         -  HH0436
 HH0436  STATE/COUNTY-  KS/STANTON
 HH0436  USGS QUAD   -  RICHFIELD NW (1973)
 HH0436
 HH0436                         *CURRENT SURVEY CONTROL
 HH0436  ___________________________________________________________________
 HH0436* NAD 83(1986)-  37 29 57.     (N)    101 57 11.     (W)     SCALED    
 HH0436* NAVD 88     -      1086.762  (meters)    3565.49   (feet)  ADJUSTED  
 HH0436  ___________________________________________________________________
 HH0436  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 HH0436  DYNAMIC HT  -        1085.704 (meters)    3562.01  (feet)  COMP
 HH0436  MODELED GRAV-     979,618.9   (mgal)                       NAVD 88
 HH0436
 HH0436  VERT ORDER  -  SECOND    CLASS 0
 HH0436
 HH0436.The horizontal coordinates were scaled from a topographic map and have
 HH0436.an estimated accuracy of +/- 6 seconds.
 HH0436
 HH0436.The orthometric height was determined by differential leveling
 HH0436.and adjusted by the National Geodetic Survey in June 1991..
 HH0436
 HH0436.The geoid height was determined by GEOID03.
 HH0436
 HH0436.The dynamic height is computed by dividing the NAVD 88
 HH0436.geopotential number by the normal gravity value computed on the
 HH0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0436.degrees latitude (g = 980.6199 gals.).
 HH0436
 HH0436.The modeled gravity was interpolated from observed gravity values.
 HH0436
 HH0436;                    North         East    Units  Estimated Accuracy
 HH0436;SPC KS S     -   498,050.       94,740.      MT  (+/- 180 meters Scaled)
 HH0436
 HH0436                          SUPERSEDED SURVEY CONTROL
 HH0436
 HH0436  NGVD 29 (??/??/92) 1086.341  (m)         3564.10   (f) ADJ UNCH    2 0
 HH0436
 HH0436.Superseded values are not recommended for survey control.
 HH0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0436.See file dsdata.txt to determine how the superseded data were derived.
 HH0436
 HH0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG389543(NAD 83)
 HH0436_MARKER: DB = BENCH MARK DISK
 HH0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0436_STAMPING: C 84 1935
 HH0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0436+STABILITY: SURFACE MOTION
 HH0436
 HH0436  HISTORY     - Date     Condition        Report By
 HH0436  HISTORY     - 1935     MONUMENTED       CGS
 HH0436  HISTORY     - 1947     GOOD             NGS
 HH0436
 HH0436                          STATION DESCRIPTION
 HH0436
 HH0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HH0436'4.1 MI W FROM MANTER.
 HH0436'4.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0436'FROM THE STATION AT MANTER, STANTON COUNTY, 5.6 MILES EAST OF
 HH0436'SAUNDERS, 5 POLES WEST OF MILEPOST 57, 49 FEET SOUTH OF THE
 HH0436'CENTERLINE OF THE TRACK, 30 FEET SOUTHWEST OF A TELEPHONE POLE,
 HH0436'15 FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF THE FENCE.
 HH0436'A STANDARD DISK, STAMPED C 84 1935 AND SET IN THE TOP OF A
 HH0436'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0354 ***********************************************************************
 HH0354  DESIGNATION -  C 85
 HH0354  PID         -  HH0354
 HH0354  STATE/COUNTY-  KS/GRANT
 HH0354  USGS QUAD   -  HICKOK SE (1960)
 HH0354
 HH0354                         *CURRENT SURVEY CONTROL
 HH0354  ___________________________________________________________________
 HH0354* NAD 83(1986)-  37 30 04.     (N)    101 06 53.     (W)     SCALED    
 HH0354* NAVD 88     -       921.865  (meters)    3024.49   (feet)  ADJUSTED  
 HH0354  ___________________________________________________________________
 HH0354  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 HH0354  DYNAMIC HT  -         920.995 (meters)    3021.63  (feet)  COMP
 HH0354  MODELED GRAV-     979,656.3   (mgal)                       NAVD 88
 HH0354
 HH0354  VERT ORDER  -  SECOND    CLASS 0
 HH0354
 HH0354.The horizontal coordinates were scaled from a topographic map and have
 HH0354.an estimated accuracy of +/- 6 seconds.
 HH0354
 HH0354.The orthometric height was determined by differential leveling
 HH0354.and adjusted by the National Geodetic Survey in June 1991..
 HH0354
 HH0354.The geoid height was determined by GEOID03.
 HH0354
 HH0354.The dynamic height is computed by dividing the NAVD 88
 HH0354.geopotential number by the normal gravity value computed on the
 HH0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0354.degrees latitude (g = 980.6199 gals.).
 HH0354
 HH0354.The modeled gravity was interpolated from observed gravity values.
 HH0354
 HH0354;                    North         East    Units  Estimated Accuracy
 HH0354;SPC KS S     -   495,850.      168,830.      MT  (+/- 180 meters Scaled)
 HH0354
 HH0354                          SUPERSEDED SURVEY CONTROL
 HH0354
 HH0354  NGVD 29 (??/??/92)  921.482  (m)         3023.23   (f) ADJ UNCH    2 0
 HH0354
 HH0354.Superseded values are not recommended for survey control.
 HH0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0354.See file dsdata.txt to determine how the superseded data were derived.
 HH0354
 HH0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG130525(NAD 83)
 HH0354_MARKER: DB = BENCH MARK DISK
 HH0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0354_STAMPING: C 85 1935
 HH0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0354+STABILITY: SURFACE MOTION
 HH0354
 HH0354  HISTORY     - Date     Condition        Report By
 HH0354  HISTORY     - 1935     MONUMENTED       CGS
 HH0354  HISTORY     - 1963     GOOD             LOCSUR
 HH0354
 HH0354                          STATION DESCRIPTION
 HH0354
 HH0354'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 HH0354'0.5 MI NW FROM RYUS.
 HH0354'0.5 MILE NORTHWEST ALONG THE AT AND SF RY. FROM THE STATION AT
 HH0354'RYUS, GRANT COUNTY, 27 FEET SOUTH OF MILEPOST 8, 51 FEET SOUTHWEST
 HH0354'OF THE CENTER LINE OF THE TRACK AT A JOG IN THE RIGHT-OF-WAY
 HH0354'FENCE, 3 FEET SOUTH OF THE FENCE CORNER, 1.8 FEET SOUTHWEST OF
 HH0354'THE FENCE, 2.8 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 HH0354'AND ABOUT 15 INCHES UNDER A SAND DRIFT.  A STANDARD DISK STAMPED
 HH0354'C 85 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0390 ***********************************************************************
 HH0390  DESIGNATION -  C 87
 HH0390  PID         -  HH0390
 HH0390  STATE/COUNTY-  KS/MORTON
 HH0390  USGS QUAD   -  ROLLA NE (1973)
 HH0390
 HH0390                         *CURRENT SURVEY CONTROL
 HH0390  ___________________________________________________________________
 HH0390* NAD 83(1986)-  37 10 14.     (N)    101 36 36.     (W)     SCALED    
 HH0390* NAVD 88     -       995.326  (meters)    3265.50   (feet)  ADJUSTED  
 HH0390  ___________________________________________________________________
 HH0390  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HH0390  DYNAMIC HT  -         994.326 (meters)    3262.22  (feet)  COMP
 HH0390  MODELED GRAV-     979,592.3   (mgal)                       NAVD 88
 HH0390
 HH0390  VERT ORDER  -  SECOND    CLASS 0
 HH0390
 HH0390.The horizontal coordinates were scaled from a topographic map and have
 HH0390.an estimated accuracy of +/- 6 seconds.
 HH0390
 HH0390.The orthometric height was determined by differential leveling
 HH0390.and adjusted by the National Geodetic Survey in June 1991..
 HH0390
 HH0390.The geoid height was determined by GEOID03.
 HH0390
 HH0390.The dynamic height is computed by dividing the NAVD 88
 HH0390.geopotential number by the normal gravity value computed on the
 HH0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0390.degrees latitude (g = 980.6199 gals.).
 HH0390
 HH0390.The modeled gravity was interpolated from observed gravity values.
 HH0390
 HH0390;                    North         East    Units  Estimated Accuracy
 HH0390;SPC KS S     -   460,530.      123,840.      MT  (+/- 180 meters Scaled)
 HH0390
 HH0390                          SUPERSEDED SURVEY CONTROL
 HH0390
 HH0390  NGVD 29 (??/??/92)  994.890  (m)         3264.07   (f) ADJ UNCH    2 0
 HH0390
 HH0390.Superseded values are not recommended for survey control.
 HH0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0390.See file dsdata.txt to determine how the superseded data were derived.
 HH0390
 HH0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG682169(NAD 83)
 HH0390_MARKER: DB = BENCH MARK DISK
 HH0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0390_STAMPING: C 87 1935
 HH0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0390+STABILITY: SURFACE MOTION
 HH0390
 HH0390  HISTORY     - Date     Condition        Report By
 HH0390  HISTORY     - 1935     MONUMENTED       CGS
 HH0390  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0390
 HH0390                          STATION DESCRIPTION
 HH0390
 HH0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0390'14.8 MI W FROM HUGOTON.
 HH0390'IN MORTON COUNTY, 14.8 MILES WEST ALONG A COUNTY ROAD (THE 1935
 HH0390'ROUTE OF STATE HIGHWAY 51) FROM THE COURTHOUSE AT HUGOTON,
 HH0390'STEVENS COUNTY, AT A ROAD INTERSECTION, 42 FEET SOUTH OF THE
 HH0390'CENTER LINE OF THE COUNTY ROAD, 27 FEET WEST OF THE CENTER LINE
 HH0390'OF THE NORTH-AND-SOUTH ROAD, AND 2 FEET NORTHWEST OF A FENCE
 HH0390'CORNER.  A STANDARD DISK, STAMPED C 87 1935 AND SET IN THE TOP
 HH0390'OF A CONCRETE POST.
 HH0390
 HH0390                          STATION RECOVERY (1973)
 HH0390
 HH0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0418 ***********************************************************************
 HH0418  DESIGNATION -  C 88
 HH0418  PID         -  HH0418
 HH0418  STATE/COUNTY-  KS/MORTON
 HH0418  USGS QUAD   -  ELKHART NW (1973)
 HH0418
 HH0418                         *CURRENT SURVEY CONTROL
 HH0418  ___________________________________________________________________
 HH0418* NAD 83(1986)-  37 13 45.     (N)    101 54 01.     (W)     SCALED    
 HH0418* NAVD 88     -      1070.911  (meters)    3513.48   (feet)  ADJUSTED  
 HH0418  ___________________________________________________________________
 HH0418  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 HH0418  DYNAMIC HT  -        1069.831 (meters)    3509.94  (feet)  COMP
 HH0418  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 HH0418
 HH0418  VERT ORDER  -  SECOND    CLASS 0
 HH0418
 HH0418.The horizontal coordinates were scaled from a topographic map and have
 HH0418.an estimated accuracy of +/- 6 seconds.
 HH0418
 HH0418.The orthometric height was determined by differential leveling
 HH0418.and adjusted by the National Geodetic Survey in June 1991..
 HH0418
 HH0418.The geoid height was determined by GEOID03.
 HH0418
 HH0418.The dynamic height is computed by dividing the NAVD 88
 HH0418.geopotential number by the normal gravity value computed on the
 HH0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0418.degrees latitude (g = 980.6199 gals.).
 HH0418
 HH0418.The modeled gravity was interpolated from observed gravity values.
 HH0418
 HH0418;                    North         East    Units  Estimated Accuracy
 HH0418;SPC KS S     -   467,930.       98,310.      MT  (+/- 180 meters Scaled)
 HH0418
 HH0418                          SUPERSEDED SURVEY CONTROL
 HH0418
 HH0418  NGVD 29 (??/??/92) 1070.459  (m)         3512.00   (f) ADJ UNCH    2 0
 HH0418
 HH0418.Superseded values are not recommended for survey control.
 HH0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0418.See file dsdata.txt to determine how the superseded data were derived.
 HH0418
 HH0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG426242(NAD 83)
 HH0418_MARKER: DB = BENCH MARK DISK
 HH0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0418_STAMPING: C 88 1935
 HH0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0418+STABILITY: SURFACE MOTION
 HH0418
 HH0418  HISTORY     - Date     Condition        Report By
 HH0418  HISTORY     - 1935     MONUMENTED       CGS
 HH0418
 HH0418                          STATION DESCRIPTION
 HH0418
 HH0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0418'8.6 MI SW FROM RICHFIELD.
 HH0418'8.6 MI. S.W. ALONG STATE 12.  ABOUT 27 FT. W. OF THE CENTER LINE
 HH0418'OF THE HWY. AND 3 FT. E. OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0419 ***********************************************************************
 HH0419  DESIGNATION -  C 88 RESET
 HH0419  PID         -  HH0419
 HH0419  STATE/COUNTY-  KS/MORTON
 HH0419  USGS QUAD   -  ELKHART NW (1973)
 HH0419
 HH0419                         *CURRENT SURVEY CONTROL
 HH0419  ___________________________________________________________________
 HH0419* NAD 83(1986)-  37 13 45.     (N)    101 54 00.     (W)     SCALED    
 HH0419* NAVD 88     -      1070.76   (meters)    3513.0    (feet)  RESET     
 HH0419  ___________________________________________________________________
 HH0419  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 HH0419
 HH0419  VERT ORDER  -  THIRD
 HH0419
 HH0419.The horizontal coordinates were scaled from a topographic map and have
 HH0419.an estimated accuracy of +/- 6 seconds.
 HH0419
 HH0419.The orthometric height was computed from unverified reset data.
 HH0419
 HH0419.The geoid height was determined by GEOID03.
 HH0419
 HH0419;                    North         East    Units  Estimated Accuracy
 HH0419;SPC KS S     -   467,930.       98,340.      MT  (+/- 180 meters Scaled)
 HH0419
 HH0419                          SUPERSEDED SURVEY CONTROL
 HH0419
 HH0419.No superseded survey control is available for this station.
 HH0419
 HH0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG427242(NAD 83)
 HH0419_MARKER: DB = BENCH MARK DISK
 HH0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0419_STAMPING: C 88 RESET 1941
 HH0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0419+STABILITY: SURFACE MOTION
 HH0419
 HH0419  HISTORY     - Date     Condition        Report By
 HH0419  HISTORY     - 1941     MONUMENTED       KSHC
 HH0419  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0419
 HH0419                          STATION DESCRIPTION
 HH0419
 HH0419'DESCRIBED BY KS HIGHWAY COMM 1941
 HH0419'8.6 MI SW FROM RICHFIELD.
 HH0419'8.6 MILES SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 51
 HH0419'FROM RICHFIELD, MORTON COUNTY, ON THE NEW HIGHWAY, AND 76 FEET
 HH0419'EAST OF THE CENTER LINE OF THE OLD HIGHWAY.  A STANDARD DISK,
 HH0419'STAMPED C 88 RESET 1941 AND SET IN THE TOP OF A CONCRETE POST.
 HH0419
 HH0419                          STATION RECOVERY (1973)
 HH0419
 HH0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0475 ***********************************************************************
 HH0475  DESIGNATION -  C 89 RESET
 HH0475  PID         -  HH0475
 HH0475  STATE/COUNTY-  KS/STANTON
 HH0475  USGS QUAD   -  RICHFIELD NE (1973)
 HH0475
 HH0475                         *CURRENT SURVEY CONTROL
 HH0475  ___________________________________________________________________
 HH0475* NAD 83(1986)-  37 25 56.     (N)    101 45 44.     (W)     SCALED    
 HH0475* NAVD 88     -      1020.77   (meters)    3349.0    (feet)  RESET     
 HH0475  ___________________________________________________________________
 HH0475  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 HH0475
 HH0475  VERT ORDER  -  THIRD
 HH0475
 HH0475.The horizontal coordinates were scaled from a topographic map and have
 HH0475.an estimated accuracy of +/- 6 seconds.
 HH0475
 HH0475.The orthometric height was computed from unverified reset data.
 HH0475
 HH0475.The geoid height was determined by GEOID03.
 HH0475
 HH0475;                    North         East    Units  Estimated Accuracy
 HH0475;SPC KS S     -   490,020.      111,340.      MT  (+/- 180 meters Scaled)
 HH0475
 HH0475                          SUPERSEDED SURVEY CONTROL
 HH0475
 HH0475.No superseded survey control is available for this station.
 HH0475
 HH0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG556464(NAD 83)
 HH0475_MARKER: DB = BENCH MARK DISK
 HH0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0475_STAMPING: C 89 RESET 1936
 HH0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0475+STABILITY: SURFACE MOTION
 HH0475
 HH0475  HISTORY     - Date     Condition        Report By
 HH0475  HISTORY     - 1936     MONUMENTED       KSHC
 HH0475
 HH0475                          STATION DESCRIPTION
 HH0475
 HH0475'DESCRIBED BY KS HIGHWAY COMM 1936
 HH0475'10.5 MI S FROM JOHNSON.
 HH0475'10.5 MILES SOUTH ALONG STATE HIGHWAY 27 FROM JOHNSON, STANTON
 HH0475'COUNTY, AT THE NORTHEAST CORNER OF A CROSSROADS, 72 FEET EAST
 HH0475'OF THE CENTERLINE OF THE HIGHWAY, AND 32 FEET NORTH OF THE
 HH0475'CENTERLINE OF THE CROSSROAD.  A STANDARD DISK, STAMPED C 89
 HH0475'RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0127 ***********************************************************************
 KH0127  DESIGNATION -  C 9
 KH0127  PID         -  KH0127
 KH0127  STATE/COUNTY-  KS/LOGAN
 KH0127  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0127
 KH0127                         *CURRENT SURVEY CONTROL
 KH0127  ___________________________________________________________________
 KH0127* NAD 83(1986)-  39 00 06.     (N)    100 51 02.     (W)     SCALED    
 KH0127* NAVD 88     -       897.215  (meters)    2943.61   (feet)  POSTED    
 KH0127  ___________________________________________________________________
 KH0127  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 KH0127  DYNAMIC HT  -         896.500 (meters)    2941.27  (feet)  COMP
 KH0127  MODELED GRAV-     979,799.3   (mgal)                       NAVD 88
 KH0127
 KH0127  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KH0127
 KH0127.The horizontal coordinates were scaled from a topographic map and have
 KH0127.an estimated accuracy of +/- 6 seconds.
 KH0127
 KH0127.The orthometric height was determined by differential leveling
 KH0127.and adjusted by the National Geodetic Survey in 1992..
 KH0127.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KH0127.rate of 0.0 thru 1.0 mm/km.
 KH0127
 KH0127.The geoid height was determined by GEOID03.
 KH0127
 KH0127.The dynamic height is computed by dividing the NAVD 88
 KH0127.geopotential number by the normal gravity value computed on the
 KH0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0127.degrees latitude (g = 980.6199 gals.).
 KH0127
 KH0127.The modeled gravity was interpolated from observed gravity values.
 KH0127
 KH0127;                    North         East    Units  Estimated Accuracy
 KH0127;SPC KS N     -    78,080.      153,120.      MT  (+/- 180 meters Scaled)
 KH0127
 KH0127                          SUPERSEDED SURVEY CONTROL
 KH0127
 KH0127  NGVD 29 (??/??/92)  896.889  (m)         2942.54   (f) ADJ UNCH    1 2
 KH0127
 KH0127.Superseded values are not recommended for survey control.
 KH0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0127.See file dsdata.txt to determine how the superseded data were derived.
 KH0127
 KH0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ397185(NAD 83)
 KH0127_MARKER: DB = BENCH MARK DISK
 KH0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0127_SP_SET: BRIDGE
 KH0127_STAMPING: C-9 1933
 KH0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0127
 KH0127  HISTORY     - Date     Condition        Report By
 KH0127  HISTORY     - 1933     MONUMENTED       CGS
 KH0127  HISTORY     - 1942     GOOD             NGS
 KH0127  HISTORY     - 1979     GOOD             KSDT
 KH0127  HISTORY     - 1986     MARK NOT FOUND   NGS
 KH0127
 KH0127                          STATION DESCRIPTION
 KH0127
 KH0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KH0127'8.8 MI S FROM OAKLEY.
 KH0127'8.75 MILES SOUTH OF U.P. RR. STATION AT OAKLEY ON NORTHEAST
 KH0127'CORNER, ON WINGWALL OF U.S. 83 HIGHWAY BRIDGE OVER HACKBERRY
 KH0127'CREEK, AT BOTTOM OF GRADE.
 KH0127
 KH0127                          STATION RECOVERY (1942)
 KH0127
 KH0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0127'RECOVERED IN GOOD CONDITION.
 KH0127
 KH0127                          STATION RECOVERY (1979)
 KH0127
 KH0127'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1979
 KH0127'RECOVERED IN GOOD CONDITION.
 KH0127
 KH0127                          STATION RECOVERY (1986)
 KH0127
 KH0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0127'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0524 ***********************************************************************
 HH0524  DESIGNATION -  C 90 RESET
 HH0524  PID         -  HH0524
 HH0524  STATE/COUNTY-  KS/HAMILTON
 HH0524  USGS QUAD   -  SYRACUSE WEST SE (1966)
 HH0524
 HH0524                         *CURRENT SURVEY CONTROL
 HH0524  ___________________________________________________________________
 HH0524* NAD 83(1986)-  37 50 29.     (N)    101 45 42.     (W)     SCALED    
 HH0524* NAVD 88     -      1069.50   (meters)    3508.9    (feet)  RESET     
 HH0524  ___________________________________________________________________
 HH0524  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 HH0524
 HH0524  VERT ORDER  -  THIRD
 HH0524
 HH0524.The horizontal coordinates were scaled from a topographic map and have
 HH0524.an estimated accuracy of +/- 6 seconds.
 HH0524
 HH0524.The orthometric height was computed from unverified reset data.
 HH0524
 HH0524.The geoid height was determined by GEOID03.
 HH0524
 HH0524;                    North         East    Units  Estimated Accuracy
 HH0524;SPC KS S     -   535,400.      112,980.      MT  (+/- 180 meters Scaled)
 HH0524
 HH0524                          SUPERSEDED SURVEY CONTROL
 HH0524
 HH0524.No superseded survey control is available for this station.
 HH0524
 HH0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG569918(NAD 83)
 HH0524_MARKER: DB = BENCH MARK DISK
 HH0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0524_STAMPING: C 90 RESET 1965
 HH0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0524+STABILITY: SURFACE MOTION
 HH0524
 HH0524  HISTORY     - Date     Condition        Report By
 HH0524  HISTORY     - 1965     MONUMENTED       CGS
 HH0524
 HH0524                          STATION DESCRIPTION
 HH0524
 HH0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HH0524'9.6 MI S FROM SYRACUSE.
 HH0524'9.6 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE ATCHISON,
 HH0524'TOPEKA AND SANTA FE RAILWAY STATION AT SYRACUSE, HAMILTON COUNTY,
 HH0524'55 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 270, 2 FEET
 HH0524'SOUTH OF A METAL WITNESS POST, 1.5 FEET NORTH OF A CONCRETE
 HH0524'RIGHT-OF-WAY POST AND JUST NORTH OF A FIELD ENTRANCE.  A STANDARD
 HH0524'DISK, STAMPED C 90 RESET 1965, IS SET IN THE TOP OF A ROUND
 HH0524'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0217 ***********************************************************************
 HH0217  DESIGNATION -  C 91
 HH0217  PID         -  HH0217
 HH0217  STATE/COUNTY-  KS/KEARNY
 HH0217  USGS QUAD   -  LAKIN (1978)
 HH0217
 HH0217                         *CURRENT SURVEY CONTROL
 HH0217  ___________________________________________________________________
 HH0217* NAD 83(1986)-  37 53 09.     (N)    101 18 15.     (W)     SCALED    
 HH0217* NAVD 88     -       922.860  (meters)    3027.75   (feet)  ADJUSTED  
 HH0217  ___________________________________________________________________
 HH0217  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 HH0217  DYNAMIC HT  -         922.007 (meters)    3024.95  (feet)  COMP
 HH0217  MODELED GRAV-     979,674.7   (mgal)                       NAVD 88
 HH0217
 HH0217  VERT ORDER  -  SECOND    CLASS 0
 HH0217
 HH0217.The horizontal coordinates were scaled from a topographic map and have
 HH0217.an estimated accuracy of +/- 6 seconds.
 HH0217
 HH0217.The orthometric height was determined by differential leveling
 HH0217.and adjusted by the National Geodetic Survey in June 1991..
 HH0217
 HH0217.The geoid height was determined by GEOID03.
 HH0217
 HH0217.The dynamic height is computed by dividing the NAVD 88
 HH0217.geopotential number by the normal gravity value computed on the
 HH0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0217.degrees latitude (g = 980.6199 gals.).
 HH0217
 HH0217.The modeled gravity was interpolated from observed gravity values.
 HH0217
 HH0217;                    North         East    Units  Estimated Accuracy
 HH0217;SPC KS S     -   539,020.      153,380.      MT  (+/- 180 meters Scaled)
 HH0217
 HH0217                          SUPERSEDED SURVEY CONTROL
 HH0217
 HH0217  NGVD 29 (??/??/92)  922.445  (m)         3026.39   (f) ADJ UNCH    2 0
 HH0217
 HH0217.Superseded values are not recommended for survey control.
 HH0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0217.See file dsdata.txt to determine how the superseded data were derived.
 HH0217
 HH0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG973956(NAD 83)
 HH0217_MARKER: DB = BENCH MARK DISK
 HH0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0217_STAMPING: C 91 1935
 HH0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0217+STABILITY: SURFACE MOTION
 HH0217
 HH0217  HISTORY     - Date     Condition        Report By
 HH0217  HISTORY     - 1935     MONUMENTED       CGS
 HH0217
 HH0217                          STATION DESCRIPTION
 HH0217
 HH0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0217'1.6 MI S FROM LAKIN.
 HH0217'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE ATCHISON,
 HH0217'TOPEKA AND SANTA FE RAILWAY STATION, AT LAKIN, KEARNY COUNTY,
 HH0217'THENCE ABOUT 0.6 MILE WEST, 2.0 MILES SOUTH, AND 2.0 MILES
 HH0217'WEST ALONG A GRAVEL ROAD (THE ABANDONED RIGHT-OF-WAY OF STATE
 HH0217'HIGHWAY 25), 40 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 HH0217'OF A ROAD LEADING NORTH, 22 FEET WEST OF THE CENTER LINE OF THE
 HH0217'ROAD, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND
 HH0217'4.6 FEET NORTH OF THE CONCRETE BASE OF A BRACE POLE.  A STANDARD
 HH0217'DISK, STAMPED C 91 1935 AND SET IN THE TOP OF A CONCRETE POST
 HH0217'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0439 ***********************************************************************
 HH0439  DESIGNATION -  C 93
 HH0439  PID         -  HH0439
 HH0439  STATE/COUNTY-  KS/MORTON
 HH0439  USGS QUAD   -  ELKHART NORTH (1973)
 HH0439
 HH0439                         *CURRENT SURVEY CONTROL
 HH0439  ___________________________________________________________________
 HH0439* NAD 83(1986)-  37 00 28.     (N)    101 54 16.     (W)     SCALED    
 HH0439* NAVD 88     -      1105.147  (meters)    3625.80   (feet)  ADJUSTED  
 HH0439  ___________________________________________________________________
 HH0439  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 HH0439  DYNAMIC HT  -        1104.010 (meters)    3622.07  (feet)  COMP
 HH0439  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 HH0439
 HH0439  VERT ORDER  -  SECOND    CLASS 0
 HH0439
 HH0439.The horizontal coordinates were scaled from a topographic map and have
 HH0439.an estimated accuracy of +/- 6 seconds.
 HH0439
 HH0439.The orthometric height was determined by differential leveling
 HH0439.and adjusted by the National Geodetic Survey in June 1991..
 HH0439
 HH0439.The geoid height was determined by GEOID03.
 HH0439
 HH0439.The dynamic height is computed by dividing the NAVD 88
 HH0439.geopotential number by the normal gravity value computed on the
 HH0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0439.degrees latitude (g = 980.6199 gals.).
 HH0439
 HH0439.The modeled gravity was interpolated from observed gravity values.
 HH0439
 HH0439;                    North         East    Units  Estimated Accuracy
 HH0439;SPC KS S     -   443,390.       97,040.      MT  (+/- 180 meters Scaled)
 HH0439
 HH0439                          SUPERSEDED SURVEY CONTROL
 HH0439
 HH0439  NGVD 29 (??/??/92) 1104.679  (m)         3624.27   (f) ADJ UNCH    2 0
 HH0439
 HH0439.Superseded values are not recommended for survey control.
 HH0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0439.See file dsdata.txt to determine how the superseded data were derived.
 HH0439
 HH0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF415996(NAD 83)
 HH0439_MARKER: DB = BENCH MARK DISK
 HH0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HH0439_SP_SET: BUILDING
 HH0439_STAMPING: C 93 1935
 HH0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0439
 HH0439  HISTORY     - Date     Condition        Report By
 HH0439  HISTORY     - 1935     MONUMENTED       CGS
 HH0439
 HH0439                          STATION DESCRIPTION
 HH0439
 HH0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0439'AT ELKHART.
 HH0439'AT ELKHART, MORTON COUNTY, AT THE HIGH SCHOOL, AT THE NORTHEAST
 HH0439'WALL, IN THE SOUTH COLUMN OF THE FIRST ENTRANCE, AND ABOUT 2
 HH0439'FEET HIGHER THAN THE ENTRANCE.  A STANDARD DISK, STAMPED C 93
 HH0439'1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0282 ***********************************************************************
 KH0282  DESIGNATION -  C 94
 KH0282  PID         -  KH0282
 KH0282  STATE/COUNTY-  KS/RAWLINS
 KH0282  USGS QUAD   -  ATWOOD (1978)
 KH0282
 KH0282                         *CURRENT SURVEY CONTROL
 KH0282  ___________________________________________________________________
 KH0282* NAD 83(1986)-  39 49 25.     (N)    101 05 33.     (W)     SCALED    
 KH0282* NAVD 88     -       872.922  (meters)    2863.91   (feet)  ADJUSTED  
 KH0282  ___________________________________________________________________
 KH0282  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 KH0282  DYNAMIC HT  -         872.280 (meters)    2861.81  (feet)  COMP
 KH0282  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 KH0282
 KH0282  VERT ORDER  -  SECOND    CLASS 0
 KH0282
 KH0282.The horizontal coordinates were scaled from a topographic map and have
 KH0282.an estimated accuracy of +/- 6 seconds.
 KH0282
 KH0282.The orthometric height was determined by differential leveling
 KH0282.and adjusted by the National Geodetic Survey in June 1991..
 KH0282
 KH0282.The geoid height was determined by GEOID03.
 KH0282
 KH0282.The dynamic height is computed by dividing the NAVD 88
 KH0282.geopotential number by the normal gravity value computed on the
 KH0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0282.degrees latitude (g = 980.6199 gals.).
 KH0282
 KH0282.The modeled gravity was interpolated from observed gravity values.
 KH0282
 KH0282;                    North         East    Units  Estimated Accuracy
 KH0282;SPC KS N     -   169,970.      135,290.      MT  (+/- 180 meters Scaled)
 KH0282
 KH0282                          SUPERSEDED SURVEY CONTROL
 KH0282
 KH0282  NGVD 29 (??/??/92)  872.574  (m)         2862.77   (f) ADJ UNCH    2 0
 KH0282
 KH0282.Superseded values are not recommended for survey control.
 KH0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0282.See file dsdata.txt to determine how the superseded data were derived.
 KH0282
 KH0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK209102(NAD 83)
 KH0282_MARKER: DB = BENCH MARK DISK
 KH0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0282_STAMPING: C 94 1935
 KH0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0282+STABILITY: SURFACE MOTION
 KH0282
 KH0282  HISTORY     - Date     Condition        Report By
 KH0282  HISTORY     - 1935     MONUMENTED       CGS
 KH0282  HISTORY     - 1976     MARK NOT FOUND   USGS
 KH0282
 KH0282                          STATION DESCRIPTION
 KH0282
 KH0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0282'1.4 MI E FROM BLAKEMAN.
 KH0282'1.4 MI. E. ALONG C.B. AND Q. RY.  (2.5 MI. W. OF ATWOOD)  ABOUT
 KH0282'0.4 MI. E OF MILEPOLE 94, ABOUT 47 FT. E. OF THE CENTER LINE OF A
 KH0282'CROSS-ROAD, ABOUT 50 FT. S. OF THE CENTER LINE OF THE TRACK AND
 KH0282'10 FT. S. OF THE TELEPHONE LINE.
 KH0282
 KH0282                          STATION RECOVERY (1976)
 KH0282
 KH0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KH0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0497 ***********************************************************************
 KH0497  DESIGNATION -  C 96
 KH0497  PID         -  KH0497
 KH0497  STATE/COUNTY-  KS/CHEYENNE
 KH0497  USGS QUAD   -  BIRD CITY NORTH (1976)
 KH0497
 KH0497                         *CURRENT SURVEY CONTROL
 KH0497  ___________________________________________________________________
 KH0497* NAD 83(1986)-  39 45 30.     (N)    101 33 39.     (W)     SCALED    
 KH0497* NAVD 88     -      1063.857  (meters)    3490.34   (feet)  ADJUSTED  
 KH0497  ___________________________________________________________________
 KH0497  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 KH0497  DYNAMIC HT  -        1063.026 (meters)    3487.61  (feet)  COMP
 KH0497  MODELED GRAV-     979,808.5   (mgal)                       NAVD 88
 KH0497
 KH0497  VERT ORDER  -  SECOND    CLASS 0
 KH0497
 KH0497.The horizontal coordinates were scaled from a topographic map and have
 KH0497.an estimated accuracy of +/- 6 seconds.
 KH0497
 KH0497.The orthometric height was determined by differential leveling
 KH0497.and adjusted by the National Geodetic Survey in June 1991..
 KH0497
 KH0497.The geoid height was determined by GEOID03.
 KH0497
 KH0497.The dynamic height is computed by dividing the NAVD 88
 KH0497.geopotential number by the normal gravity value computed on the
 KH0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0497.degrees latitude (g = 980.6199 gals.).
 KH0497
 KH0497.The modeled gravity was interpolated from observed gravity values.
 KH0497
 KH0497;                    North         East    Units  Estimated Accuracy
 KH0497;SPC KS N     -   164,200.       94,940.      MT  (+/- 180 meters Scaled)
 KH0497
 KH0497                          SUPERSEDED SURVEY CONTROL
 KH0497
 KH0497  NGVD 29 (??/??/92) 1063.419  (m)         3488.90   (f) ADJ UNCH    2 0
 KH0497
 KH0497.Superseded values are not recommended for survey control.
 KH0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0497.See file dsdata.txt to determine how the superseded data were derived.
 KH0497
 KH0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK806040(NAD 83)
 KH0497_MARKER: DB = BENCH MARK DISK
 KH0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0497_STAMPING: C 96 1935
 KH0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0497+STABILITY: SURFACE MOTION
 KH0497
 KH0497  HISTORY     - Date     Condition        Report By
 KH0497  HISTORY     - 1935     MONUMENTED       CGS
 KH0497
 KH0497                          STATION DESCRIPTION
 KH0497
 KH0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0497'1.6 MI W FROM BIRD CITY.
 KH0497'1.6 MI. W. ALONG C.B. AND Q RY.  ABOUT 4 POLES E. OF MILE POLE
 KH0497'120, ABOUT 60 FT. E. OF THE CENTER LINE OF A CROSSROAD AND ABOUT
 KH0497'40 FT. N. OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0149 ***********************************************************************
 JH0149  DESIGNATION -  C 97 RESET
 JH0149  PID         -  JH0149
 JH0149  STATE/COUNTY-  KS/LOGAN
 JH0149  USGS QUAD   -  WEST OF RUSSELL SPRINGS (1969)
 JH0149
 JH0149                         *CURRENT SURVEY CONTROL
 JH0149  ___________________________________________________________________
 JH0149* NAD 83(1986)-  38 54 15.     (N)    101 17 51.     (W)     SCALED    
 JH0149* NAVD 88     -       910.17   (meters)    2986.1    (feet)  RESET     
 JH0149  ___________________________________________________________________
 JH0149  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 JH0149
 JH0149  VERT ORDER  -  THIRD
 JH0149
 JH0149.The horizontal coordinates were scaled from a topographic map and have
 JH0149.an estimated accuracy of +/- 6 seconds.
 JH0149
 JH0149.The orthometric height was computed from unverified reset data.
 JH0149
 JH0149.The geoid height was determined by GEOID03.
 JH0149
 JH0149;                    North         East    Units  Estimated Accuracy
 JH0149;SPC KS N     -    68,580.      114,040.      MT  (+/- 180 meters Scaled)
 JH0149
 JH0149                          SUPERSEDED SURVEY CONTROL
 JH0149
 JH0149.No superseded survey control is available for this station.
 JH0149
 JH0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ007086(NAD 83)
 JH0149_MARKER: DB = BENCH MARK DISK
 JH0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0149_SP_SET: CULVERT
 JH0149_STAMPING: C 97 RESET 1958
 JH0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0149
 JH0149  HISTORY     - Date     Condition        Report By
 JH0149  HISTORY     - 1958     MONUMENTED       KSHC
 JH0149  HISTORY     - 1959     GOOD             NGS
 JH0149
 JH0149                          STATION DESCRIPTION
 JH0149
 JH0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JH0149'6.6 MI W FROM RUSSELL SPRINGS.
 JH0149'6.6 MILES WEST ALONG STATE HIGHWAY K 25 FROM THE COURTHOUSE
 JH0149'AT RUSSELL SPRINGS, LOGAN COUNTY, 100 YARDS WEST OF NORTH AND
 JH0149'SOUTH SECTION LINE AT A CONCRETE CULVERT IN WEST END OF SOUTH
 JH0149'HUBGUARD, 42 FEET SOUTH OF THE CENTERLINE OF HIGHWAY K 25.
 JH0149'A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0178 ***********************************************************************
 JH0178  DESIGNATION -  C 98
 JH0178  PID         -  JH0178
 JH0178  STATE/COUNTY-  KS/WICHITA
 JH0178  USGS QUAD   -  CORONADO CEMETERY (1968)
 JH0178
 JH0178                         *CURRENT SURVEY CONTROL
 JH0178  ___________________________________________________________________
 JH0178* NAD 83(1986)-  38 36 44.     (N)    101 22 04.     (W)     SCALED    
 JH0178* NAVD 88     -      1015.800  (meters)    3332.67   (feet)  ADJUSTED  
 JH0178  ___________________________________________________________________
 JH0178  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JH0178  DYNAMIC HT  -        1014.923 (meters)    3329.79  (feet)  COMP
 JH0178  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 JH0178
 JH0178  VERT ORDER  -  SECOND    CLASS 0
 JH0178
 JH0178.The horizontal coordinates were scaled from a topographic map and have
 JH0178.an estimated accuracy of +/- 6 seconds.
 JH0178
 JH0178.The orthometric height was determined by differential leveling
 JH0178.and adjusted by the National Geodetic Survey in June 1991..
 JH0178
 JH0178.The geoid height was determined by GEOID03.
 JH0178
 JH0178.The dynamic height is computed by dividing the NAVD 88
 JH0178.geopotential number by the normal gravity value computed on the
 JH0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0178.degrees latitude (g = 980.6199 gals.).
 JH0178
 JH0178.The modeled gravity was interpolated from observed gravity values.
 JH0178
 JH0178;                    North         East    Units  Estimated Accuracy
 JH0178;SPC KS S     -   619,780.      150,260.      MT  (+/- 180 meters Scaled)
 JH0178
 JH0178                          SUPERSEDED SURVEY CONTROL
 JH0178
 JH0178  NGVD 29 (??/??/92) 1015.416  (m)         3331.41   (f) ADJ UNCH    2 0
 JH0178
 JH0178.Superseded values are not recommended for survey control.
 JH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0178.See file dsdata.txt to determine how the superseded data were derived.
 JH0178
 JH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH938764(NAD 83)
 JH0178_MARKER: DB = BENCH MARK DISK
 JH0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0178_STAMPING: C 98 1935
 JH0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0178+STABILITY: SURFACE MOTION
 JH0178
 JH0178  HISTORY     - Date     Condition        Report By
 JH0178  HISTORY     - 1935     MONUMENTED       CGS
 JH0178  HISTORY     - 1940     GOOD             NGS
 JH0178  HISTORY     - 1941     GOOD             NGS
 JH0178
 JH0178                          STATION DESCRIPTION
 JH0178
 JH0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0178'10 MI N FROM LEOTI.
 JH0178'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED NORTHWARD
 JH0178'ALONG STATE HIGHWAY NO. 25, GO 10.0 MILES.  BENCH MARK IS AT
 JH0178'THE SOUTHEAST CORNER OF CROSS-INTERSECTION OF STATE HIGHWAY
 JH0178'NO. 25 AND AN EAST-WEST SECTION LINE ROAD (GRADED ON WEST SIDE
 JH0178'OF HIGHWAY--UNIMPROVED ON THE EAST SIDE OF THE HIGHWAY), 78
 JH0178'FEET SOUTHEAST OF CENTER OF INTERSECTION, 75 FEET EAST OF CENTER
 JH0178'LINE OF THE HIGHWAY, 39 FEET EAST OF FENCE CORNER, 22 FEET SOUTH
 JH0178'OF CENTER LINE OF THE HIGHWAY, 39 FEET EAST OF FENCE CORNER,
 JH0178'22 FEET SOUTH OF CENTER LINE OF AN EAST-WEST ROAD, 2.7 FEET
 JH0178'WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 JH0178'20 FEET, 2.5 FEET NORTH OF FENCE.  MONUMENT PROJECTS 0.4 FEET.
 JH0178
 JH0178                          STATION RECOVERY (1941)
 JH0178
 JH0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JH0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0215 ***********************************************************************
 JH0215  DESIGNATION -  C 99
 JH0215  PID         -  JH0215
 JH0215  STATE/COUNTY-  KS/WICHITA
 JH0215  USGS QUAD   -  LYDIA (1970)
 JH0215
 JH0215                         *CURRENT SURVEY CONTROL
 JH0215  ___________________________________________________________________
 JH0215* NAD 83(1986)-  38 16 43.     (N)    101 20 47.     (W)     SCALED    
 JH0215* NAVD 88     -      1003.676  (meters)    3292.89   (feet)  ADJUSTED  
 JH0215  ___________________________________________________________________
 JH0215  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 JH0215  DYNAMIC HT  -        1002.794 (meters)    3290.00  (feet)  COMP
 JH0215  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 JH0215
 JH0215  VERT ORDER  -  SECOND    CLASS 0
 JH0215
 JH0215.The horizontal coordinates were scaled from a topographic map and have
 JH0215.an estimated accuracy of +/- 6 seconds.
 JH0215
 JH0215.The orthometric height was determined by differential leveling
 JH0215.and adjusted by the National Geodetic Survey in June 1991..
 JH0215
 JH0215.The geoid height was determined by GEOID03.
 JH0215
 JH0215.The dynamic height is computed by dividing the NAVD 88
 JH0215.geopotential number by the normal gravity value computed on the
 JH0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0215.degrees latitude (g = 980.6199 gals.).
 JH0215
 JH0215.The modeled gravity was interpolated from observed gravity values.
 JH0215
 JH0215;                    North         East    Units  Estimated Accuracy
 JH0215;SPC KS S     -   582,710.      150,990.      MT  (+/- 180 meters Scaled)
 JH0215
 JH0215                          SUPERSEDED SURVEY CONTROL
 JH0215
 JH0215  NGVD 29 (??/??/92) 1003.290  (m)         3291.63   (f) ADJ UNCH    2 0
 JH0215
 JH0215.Superseded values are not recommended for survey control.
 JH0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0215.See file dsdata.txt to determine how the superseded data were derived.
 JH0215
 JH0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH947393(NAD 83)
 JH0215_MARKER: DB = BENCH MARK DISK
 JH0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0215_STAMPING: C 99 1935
 JH0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0215+STABILITY: SURFACE MOTION
 JH0215
 JH0215  HISTORY     - Date     Condition        Report By
 JH0215  HISTORY     - 1935     MONUMENTED       CGS
 JH0215  HISTORY     - 1940     GOOD             NGS
 JH0215  HISTORY     - 1941     GOOD             NGS
 JH0215
 JH0215                          STATION DESCRIPTION
 JH0215
 JH0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0215'14 MI SSE FROM LEOTI.
 JH0215'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED SOUTH-SOUTHEAST
 JH0215'ALONG STATE HIGHWAY NO. 258 GO 13.7 MILES, CONTINUE STRAIGHT
 JH0215'AHEAD, AT CURVE IN HIGHWAY, ONTO A NORTH-SOUTH GRADED SECTION
 JH0215'LINE ROAD, GO 0.3 MILES.  BENCH MARK IS 232 YARDS SOUTHWEST OF
 JH0215'CENTER OF LONG CURVE IN STATE HIGHWAY NO. 25, AT THE NORTHEAST
 JH0215'CORNER OF CROSS-INTERSECTION OF A NORTH-SOUTH SECTION LINE
 JH0215'ROAD WITH AN EAST-WEST SECTION LINE ROAD, 126 FEET NORTHEAST
 JH0215'OF CENTER OF THE INTERSECTION, 102 FEET EAST OF CENTER LINE OF
 JH0215'THE NORTH-SOUTH ROAD, 82 FEET NORTH OF CENTER LINE OF EAST-WEST
 JH0215'ROAD, 2.5 FEET EAST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 JH0215'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.4 FOOT.
 JH0215
 JH0215                          STATION RECOVERY (1941)
 JH0215
 JH0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JH0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1244 ***********************************************************************
 HF1244  DESIGNATION -  C G S GRAIN CO GRAIN ELEVATOR
 HF1244  PID         -  HF1244
 HF1244  STATE/COUNTY-  KS/SEDGWICK
 HF1244  USGS QUAD   -  BAYNEVILLE (1981)
 HF1244
 HF1244                         *CURRENT SURVEY CONTROL
 HF1244  ___________________________________________________________________
 HF1244* NAD 83(1997)-  37 35 15.96293(N)    097 24 49.71334(W)     ADJUSTED  
 HF1244* NAVD 88     -                                                        
 HF1244  ___________________________________________________________________
 HF1244  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HF1244  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF1244
 HF1244  HORZ ORDER  -  THIRD
 HF1244
 HF1244.The horizontal coordinates were established by classical geodetic methods
 HF1244.and adjusted by the National Geodetic Survey in October 1998..
 HF1244
 HF1244
 HF1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1244
 HF1244.The geoid height was determined by GEOID03.
 HF1244
 HF1244;                    North         East     Units Scale Factor Converg.
 HF1244;SPC KS S     -   502,786.770   495,927.631   MT  0.99995240   +0 40 03.0
 HF1244;UTM  14      - 4,161,261.184   640,043.873   MT  0.99984157   +0 58 03.7
 HF1244
 HF1244                          SUPERSEDED SURVEY CONTROL
 HF1244
 HF1244  NAD 83(1997)-  37 35 15.96936(N)    097 24 49.70959(W) AD(       ) 4
 HF1244  NAD 83(1986)-  37 35 15.97402(N)    097 24 49.70865(W) AD(       ) 4
 HF1244  NAD 27      -  37 35 15.89201(N)    097 24 48.54544(W) AD(       ) 3
 HF1244
 HF1244.Superseded values are not recommended for survey control.
 HF1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1244.See file dsdata.txt to determine how the superseded data were derived.
 HF1244
 HF1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4004461261(NAD 83)
 HF1244_MARKER: 65 = GRAIN ELEVATOR
 HF1244
 HF1244  HISTORY     - Date     Condition        Report By
 HF1244  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1244
 HF1244                          STATION DESCRIPTION
 HF1244
 HF1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1244'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF
 HF1244'HAYSVILLE, 3 MILES NORTH NORTHEAST OF BAYNEVILLE, AND 3 MILES
 HF1244'SOUTH SOUTHWEST OF OATVILLE.
 HF1244'
 HF1244'THE ELEVATOR IS A VERY LARGE GROUP OF CONCRETE TANKS (ABOUT
 HF1244'600 TANKS) 120 FEET HIGH WITH A 93 FOOT HEADHOUSE ON TOP.
 HF1244'THE CENTER OF THE TOP OF HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0412 ***********************************************************************
 KJ0412  DESIGNATION -  C R ET
 KJ0412  PID         -  KJ0412
 KJ0412  STATE/COUNTY-  KS/SHERMAN
 KJ0412  USGS QUAD   -  KANORADO (1984)
 KJ0412
 KJ0412                         *CURRENT SURVEY CONTROL
 KJ0412  ___________________________________________________________________
 KJ0412* NAD 83(1997)-  39 20 01.28937(N)    102 02 03.45249(W)     ADJUSTED  
 KJ0412* NAVD 88     -      1234.9    (meters)    4052.     (feet)  VERTCON   
 KJ0412  ___________________________________________________________________
 KJ0412  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 KJ0412  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 KJ0412
 KJ0412  HORZ ORDER  -  SECOND
 KJ0412
 KJ0412.The horizontal coordinates were established by classical geodetic methods
 KJ0412.and adjusted by the National Geodetic Survey in October 1998..
 KJ0412
 KJ0412.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0412
 KJ0412.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0412
 KJ0412.The geoid height was determined by GEOID03.
 KJ0412
 KJ0412;                    North         East     Units Scale Factor Converg.
 KJ0412;SPC KS N     -   118,797.969    52,300.905   MT  0.99995790   -2 33 09.2
 KJ0412;SPC CO C     -   477,051.088 1,213,119.188   MT  0.99994413   +2 11 08.8
 KJ0412;SPC CO C     - 1,565,125.11  3,980,041.87   sFT  0.99994413   +2 11 08.8
 KJ0412;UTM  13      - 4,358,003.005   755,617.889   MT  1.00040459   +1 52 50.8
 KJ0412;UTM  14      - 4,358,199.407   238,469.629   MT  1.00044224   -1 55 27.6
 KJ0412
 KJ0412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0412!SPC KS N     -   0.99980996  x   0.99995790  =   0.99976786
 KJ0412!SPC CO C     -   0.99980996  x   0.99994413  =   0.99975410
 KJ0412!UTM  13      -   0.99980996  x   1.00040459  =   1.00021447
 KJ0412!UTM  14      -   0.99980996  x   1.00044224  =   1.00025211
 KJ0412
 KJ0412:                Primary Azimuth Mark                     Grid Az
 KJ0412:SPC KS N     -  KANORADO                                 200 08 03.2
 KJ0412:SPC CO C     -  KANORADO                                 195 23 45.2
 KJ0412:UTM  13      -  KANORADO                                 195 42 03.2
 KJ0412:UTM  14      -  KANORADO                                 199 30 21.6
 KJ0412
 KJ0412|---------------------------------------------------------------------|
 KJ0412| PID    Reference Object                     Distance      Geod. Az  |
 KJ0412|                                                           dddmmss.s |
 KJ0412| KJ0410 KANORADO                            APPROX. 4.1 KM 1973454.0 |
 KJ0412|---------------------------------------------------------------------|
 KJ0412
 KJ0412                          SUPERSEDED SURVEY CONTROL
 KJ0412
 KJ0412  NAD 83(1997)-  39 20 01.28918(N)    102 02 03.45216(W) AD(       ) 2
 KJ0412  NAD 83(1986)-  39 20 01.28855(N)    102 02 03.45147(W) AD(       ) 2
 KJ0412  NAD 27      -  39 20 01.29229(N)    102 02 01.79640(W) AD(       ) 2
 KJ0412  NGVD 29 (07/19/86) 1234.4    (m)         4050.     (f) VERT ANG       
 KJ0412
 KJ0412.Superseded values are not recommended for survey control.
 KJ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0412.See file dsdata.txt to determine how the superseded data were derived.
 KJ0412
 KJ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD5561858003(NAD 83)
 KJ0412_MARKER: DD = SURVEY DISK
 KJ0412_SETTING: 0 = UNSPECIFIED SETTING
 KJ0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0412
 KJ0412  HISTORY     - Date     Condition        Report By
 KJ0412  HISTORY     - 1969     MONUMENTED       USGS
 KJ0412
 KJ0412                          STATION DESCRIPTION
 KJ0412
 KJ0412'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLP)
 KJ0412'THE STATION IS LOCATED IN KANORADO, KANSAS, ON THE SOUTH PORTION
 KJ0412'OF THE HEADER OF THE COFFEY-REID ELEVATOR.
 KJ0412'
 KJ0412'TO REACH STATION FROM THE POST OFFICE IN KANORADO, GO SOUTH ONE
 KJ0412'BLOCK TO RAILROAD AVENUE, TURN LEFT, EAST, AND GO 0.15 MILE TO
 KJ0412'THE ELEVATOR.  TAKE THE MANLIFT TO THE TOP FLOOR, CLIMB THE STEEL
 KJ0412'LADDER TO MANHOLE IN ROOF, PASS THROUGH TO TOP OF ROOF AND
 KJ0412'STATION SITE.  THE STATION MARK IS 10.3 FEET NORTHWEST OF THE
 KJ0412'CENTER OF THE MANHOLE, 9.15 FEET NORTH OF THE SOUTH SIDE OF THE
 KJ0412'BUILDING AND 11.0 FEET WEST OF THE EAST SIDE OF THE BUILDING.
 KJ0412'
 KJ0412'STATION MARK IS A USGS STANDARD BRONZE TABLET CEMENTED IN A DRILL
 KJ0412'HOLE FLUSH WITH THE CONCRETE ROOF COVERED WITH TAR PAPER AND TAR
 KJ0412'AND STAMPED C AND R E.T. 1969.
 KJ0412'
 KJ0412'THERE WERE NO REFERENCE MARKS SET.
 KJ0412'
 KJ0412'USC AND GS STATION KANORADO IS VISIBLE FROM THE ROOF SURFACE AND
 KJ0412'WILL SERVE AS THE AZIMUTH MARK.
 KJ0412'
 KJ0412'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0853 ***********************************************************************
 HH0853  DESIGNATION -  CAIN
 HH0853  PID         -  HH0853
 HH0853  STATE/COUNTY-  KS/FORD
 HH0853  USGS QUAD   -  DODGE CITY NE (1968)
 HH0853
 HH0853                         *CURRENT SURVEY CONTROL
 HH0853  ___________________________________________________________________
 HH0853* NAD 83(1997)-  37 53 03.16120(N)    100 06 43.97401(W)     ADJUSTED  
 HH0853* NAVD 88     -       793.69   (+/-2cm)    2604.0    (feet)  VERTCON   
 HH0853  ___________________________________________________________________
 HH0853  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 HH0853  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 HH0853
 HH0853  HORZ ORDER  -  SECOND
 HH0853  VERT ORDER  -  THIRD ? (See Below)
 HH0853
 HH0853.The horizontal coordinates were established by classical geodetic methods
 HH0853.and adjusted by the National Geodetic Survey in October 1998..
 HH0853
 HH0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0853.The vertical order pertains to the NGVD 29 superseded value.
 HH0853
 HH0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0853
 HH0853.The geoid height was determined by GEOID03.
 HH0853
 HH0853;                    North         East     Units Scale Factor Converg.
 HH0853;SPC KS S     -   536,354.955   258,188.964   MT  0.99993609   -0 59 26.7
 HH0853;UTM  14      - 4,193,551.129   402,195.633   MT  0.99971782   -0 40 58.9
 HH0853
 HH0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0853!SPC KS S     -   0.99987952  x   0.99993609  =   0.99981561
 HH0853!UTM  14      -   0.99987952  x   0.99971782  =   0.99959737
 HH0853
 HH0853|---------------------------------------------------------------------|
 HH0853| PID    Reference Object                     Distance      Geod. Az  |
 HH0853|                                                           dddmmss.s |
 HH0853| CK9105 CAIN RM 1                            30.575 METERS 04119     |
 HH0853| CK9104 CAIN AZ MK                                         0882129.6 |
 HH0853| HH0854 VOR DODGE CITY RADIO DDC            APPROX.10.1 KM 1114100.3 |
 HH0853| HH0858 DODGE CITY ST MARYS COLL CROSS      APPROX.14.9 KM 1433202.0 |
 HH0853| HH0859 DODGE CITY MUN WATER TANK           APPROX.15.4 KM 1461658.4 |
 HH0853| HH0865 DODGE ATT MICROWAVE TWR KAM 47      APPROX.14.8 KM 1522547.7 |
 HH0853| HH0867 HOWELL DODGE CITY CO OP ELEV        APPROX.12.7 KM 2065514.2 |
 HH0853| HH0868 DODGE CITY MICROWAVE KAS 51         APPROX. 8.7 KM 2215731.6 |
 HH0853| CK9106 CAIN RM 2                            27.653 METERS 27007     |
 HH0853|---------------------------------------------------------------------|
 HH0853
 HH0853                          SUPERSEDED SURVEY CONTROL
 HH0853
 HH0853  NAD 83(1997)-  37 53 03.16825(N)    100 06 43.97326(W) AD(       ) 2
 HH0853  NAD 83(1986)-  37 53 03.16486(N)    100 06 43.97444(W) AD(       ) 2
 HH0853  NAD 27      -  37 53 03.09465(N)    100 06 42.48275(W) AD(       ) 2
 HH0853  NGVD 29 (07/19/86)  793.38   (m)         2602.9    (f) LEVELING    3  
 HH0853
 HH0853.Superseded values are not recommended for survey control.
 HH0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0853.See file dsdata.txt to determine how the superseded data were derived.
 HH0853
 HH0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG0219693551(NAD 83)
 HH0853_MARKER: DS = TRIANGULATION STATION DISK
 HH0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0853
 HH0853  HISTORY     - Date     Condition        Report By
 HH0853  HISTORY     - 1961     MONUMENTED       CGS
 HH0853  HISTORY     - 1964     GOOD             CGS
 HH0853  HISTORY     - 1971     GOOD             NGS
 HH0853
 HH0853                          STATION DESCRIPTION
 HH0853
 HH0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0853'THE STATION IS ABOUT 10 MILES NORTHWEST OF DODGE CITY, 2 MILES SOUTH
 HH0853'OF THE FORD-HODGEMAN COUNTY LINE, IN THE NORTHWEST QUARTER OF
 HH0853'SECTION 18, T 25 S, R 25 W, AND ON LAND OWNED BY MRS. GRACE CAIN.
 HH0853'
 HH0853'TO REACH THE STATION FROM THE POST OFFICE IN DODGE CITY, GO NORTH ON
 HH0853'CENTRAL AVENUE FOR 0.75 MILE TO COMANCHE STREET.  TURN LEFT WEST,
 HH0853'ON COMANCHE STREET FOR 0.9 MILE TO 14TH STREET.  TURN RIGHT, NORTH,
 HH0853'ON PAVED ROAD FOR 1.0 MILE TO A CROSSROAD, AT U. S. HIGHWAY 50
 HH0853'BY-PASS.  CONTINUE AHEAD, NORTH, ON A PAVED ROAD FOR 3.0 MILES TO
 HH0853'A T-INTERSECTION.  TURN LEFT, WEST ON A PAVED ROAD FOR 0.7 MILE
 HH0853'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON A PAVED ROAD
 HH0853'FOR 4.0 MILES TO A CROSSROAD.  TURN LEFT, WEST, ON A GRAVELED ROAD
 HH0853'FOR 2.9 MILES TO A CROSSROAD.  CONTINUE AHEAD, WEST, ON THE
 HH0853'GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HH0853'CONTINUE AHEAD, WEST ON THE GRAVELED ROAD FOR 0.3 MILE TO THE
 HH0853'STATION ON THE LEFT, SOUTH SIDE OF THE GRAVELED ROAD.
 HH0853'
 HH0853'STATION MARKS ARE STANDARD DISKS STAMPED CAIN 1961.  THE SURFACE DISK
 HH0853'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 HH0853'40 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 2.5 FEET
 HH0853'SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE
 HH0853'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 HH0853'BELOW THE SURFACE OF THE GROUND.
 HH0853'
 HH0853'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CAIN NO 1 1961, IS
 HH0853'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 36.5
 HH0853'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 2 FEET SOUTHWEST
 HH0853'OF A TELEPHONE POLE.
 HH0853'
 HH0853'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CAIN NO 1 1961, IS
 HH0853'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 93
 HH0853'FEET WEST OF THE METAL WITNESS POST, 42 FEET SOUTH OF THE CENTER OF
 HH0853'THE GRAVELED ROAD AND 2 FEET SOUTH OF THE FENCE.
 HH0853'
 HH0853'AZIMUTH MARK, A STANDARD DISK STAMPED CAIN 1961, IS SET IN A SQUARE
 HH0853'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 39 FEET NORTH OF THE
 HH0853'CENTER OF THE GRAVELED ROAD, 2.5 FEET SOUTHWEST OF A METAL WITNESS
 HH0853'POST AND 2 FEET WEST OF A TELEPHONE POLE.
 HH0853'
 HH0853'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HH0853'
 HH0853'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0853
 HH0853                          STATION RECOVERY (1964)
 HH0853
 HH0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HH0853'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 HH0853'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.  THE
 HH0853'DIRECTION TO REFERENCE MARK NO. 1 WAS VERIFIED, HOWEVER THE
 HH0853'DISTANCE MISSED THE PREVIOUS DISTANCE BY .06 FEET (SHORTER
 HH0853'DISTANCE.) THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.  THE
 HH0853'TO REACH IS ENTIRELY ADEQUATE.
 HH0853'
 HH0853'NOTE--A NEW WITNESS POST WAS SET 2.5 FEET EAST OF THE STATION MARK.
 HH0853
 HH0853                          STATION RECOVERY (1971)
 HH0853
 HH0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HH0853'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 HH0853'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HH0853'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 HH0853'RECOVERY.
 HH0853'
 HH0853'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 HH0853'NORTHWEST OF DODGE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0864 ***********************************************************************
 HG0864  DESIGNATION -  CAIRO
 HG0864  PID         -  HG0864
 HG0864  STATE/COUNTY-  KS/PRATT
 HG0864  USGS QUAD   -  CAIRO (1967)
 HG0864
 HG0864                         *CURRENT SURVEY CONTROL
 HG0864  ___________________________________________________________________
 HG0864* NAD 83(1997)-  37 41 19.58094(N)    098 33 56.75564(W)     ADJUSTED  
 HG0864* NAVD 88     -       565.8    (meters)    1856.     (feet)  VERTCON   
 HG0864  ___________________________________________________________________
 HG0864  X           -    -752,772.911 (meters)                     COMP
 HG0864  Y           -  -4,997,673.618 (meters)                     COMP
 HG0864  Z           -   3,878,494.141 (meters)                     COMP
 HG0864  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 HG0864  ELLIP HEIGHT-         538.19  (meters)          (10/02/98) GPS OBS
 HG0864  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 HG0864
 HG0864  HORZ ORDER  -  FIRST
 HG0864  ELLP ORDER  -  FOURTH    CLASS I
 HG0864
 HG0864.The horizontal coordinates were established by classical geodetic methods
 HG0864.and adjusted by the National Geodetic Survey in October 1998..
 HG0864
 HG0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0864
 HG0864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG0864
 HG0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0864
 HG0864.The ellipsoidal height was determined by GPS observations
 HG0864.and is referenced to NAD 83.
 HG0864
 HG0864.The geoid height was determined by GEOID03.
 HG0864
 HG0864;                    North         East     Units Scale Factor Converg.
 HG0864;SPC KS S     -   513,439.957   394,199.658   MT  0.99994385   -0 02 25.5
 HG0864;UTM  14      - 4,171,373.293   538,285.284   MT  0.99961805   +0 15 55.7
 HG0864
 HG0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0864!SPC KS S     -   0.99991555  x   0.99994385  =   0.99985941
 HG0864!UTM  14      -   0.99991555  x   0.99961805  =   0.99953364
 HG0864
 HG0864:                Primary Azimuth Mark                     Grid Az
 HG0864:SPC KS S     -  PRESTON MUNICIPAL TANK                   005 27 48.9
 HG0864:UTM  14      -  PRESTON MUNICIPAL TANK                   005 09 27.7
 HG0864
 HG0864|---------------------------------------------------------------------|
 HG0864| PID    Reference Object                     Distance      Geod. Az  |
 HG0864|                                                           dddmmss.s |
 HG0864| HG0855 PRESTON MUNICIPAL TANK              APPROX. 7.6 KM 0052523.4 |
 HG0864| CK9108 CAIRO RM 1                           44.842 METERS 04233     |
 HG0864| CK9107 CAIRO AZ MK                                        0874006.4 |
 HG0864| HG0814 CUNNINGHAM MUNICIPAL TANK           APPROX.12.5 KM 1112810.0 |
 HG0864| HG0846 SAWYER MUNICIPAL TANK               APPROX.23.6 KM 2062646.2 |
 HG0864| HG0871 PRATT MUNICIPAL TANK                APPROX.15.2 KM 2541242.1 |
 HG0864| HG0869 PRATT MUNICIPAL AIRPORT TANK        APPROX.15.6 KM 2762846.5 |
 HG0864| CK9109 CAIRO RM 2                           38.463 METERS 32917     |
 HG0864|---------------------------------------------------------------------|
 HG0864
 HG0864                          SUPERSEDED SURVEY CONTROL
 HG0864
 HG0864  NAD 83(1997)-  37 41 19.58732(N)    098 33 56.75849(W) AD(       ) 1
 HG0864  NAD 83(1986)-  37 41 19.58769(N)    098 33 56.75757(W) AD(       ) 1
 HG0864  NAD 27      -  37 41 19.52200(N)    098 33 55.45600(W) AD(       ) 1
 HG0864  NGVD 29 (10/18/91)  565.6    (m)         1856.     (f) GPS OBS        
 HG0864
 HG0864.Superseded values are not recommended for survey control.
 HG0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0864.See file dsdata.txt to determine how the superseded data were derived.
 HG0864
 HG0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG3828571373(NAD 83)
 HG0864_MARKER: DS = TRIANGULATION STATION DISK
 HG0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0864_SP_SET: CONCRETE POST
 HG0864_STAMPING: CAIRO 1938
 HG0864_MARK LOGO: CGS   
 HG0864_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0864+STABILITY: SURFACE MOTION
 HG0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0864+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1991
 HG0864
 HG0864  HISTORY     - Date     Condition        Report By
 HG0864  HISTORY     - 1938     MONUMENTED       CGS
 HG0864  HISTORY     - 1938     GOOD             CGS
 HG0864  HISTORY     - 1953     GOOD             CGS
 HG0864  HISTORY     - 1964     GOOD             CGS
 HG0864  HISTORY     - 19910402 GOOD             NGS
 HG0864
 HG0864                          STATION DESCRIPTION
 HG0864
 HG0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0864'STATION IS ABOUT 10 MILES NORTHEAST OF PRATT, 3.1 MILES NORTH
 HG0864'OF CAIRO RAILROAD STATION, 3 MILES NORTH OF HIGHWAY 54 AND 0.5
 HG0864'MILE WEST OF HIGHWAY 61.  IT IS NEAR THE NORTH SIDE CENTER
 HG0864'OF SECTION 19, T 27 S, R 11 W, NEAR THE NORTH SIDE OF A LARGE
 HG0864'PASTURE ON THE HIGHEST KNOLL IN THE VICINITY.  IT IS ABOUT 45
 HG0864'FEET SOUTH OF A DIM TRAIL ROAD AND 35 FEET SOUTH OF A FENCE.
 HG0864'
 HG0864'THE AZIMUTH IS 0.5 MILE EAST OF THE STATION AND 20 FEET WEST
 HG0864'OF CENTER OF HIGHWAY 61.
 HG0864'
 HG0864'REACHED FROM THE INTERSECTION OF MAIN STREET AND HIGHWAY U.S.
 HG0864'54 IN PRATT BY GOING EAST ON 54, 9.4 MILES TO JUNCTION OF
 HG0864'HIGHWAY 61, THENCE LEFT, NORTH, 3.0 MILES TO DIM TRAIL ROAD
 HG0864'LEADING WEST, THENCE LEFT, WEST, ON DIM TRAIL ROAD 0.5 MILE
 HG0864'AND THE STATION IS ABOUT 110 FEET SOUTH OF FENCE.
 HG0864'
 HG0864'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HG0864
 HG0864                          STATION RECOVERY (1938)
 HG0864
 HG0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 HG0864'RECOVERED IN GOOD CONDITION.
 HG0864
 HG0864                          STATION RECOVERY (1953)
 HG0864
 HG0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0864'THE STATION WAS RECOVERED AS DESCRIBED WITH ALL MARKS IN GOOD
 HG0864'CONDITION.  A DISCRENPANCY WAS NOTED ON THE MEASUREMENT TO
 HG0864'REFERENCE MARK 2 AND A DIFFERENCE OF 10-MINUTES ON THE DIRECTION
 HG0864'TO REFERENCE MARK 1.  A NEW DESCRIPTION FOLLOWS.
 HG0864'
 HG0864'THE STATION IS LOCATED IN SECTION 19, T 27 S, R 11 W, ABOUT 10
 HG0864'MILES NORTHEAST OF PRATT, 3.1 MILES NORTH OF CAIRO RAILROAD
 HG0864'DEPOT, 3 MILES NORTH OF U.S. HIGHWAY 54, 0.5 MILE WEST OF A
 HG0864'GRAVELED ROAD, 119 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 HG0864'110 FEET SOUTH OF A WIRE FENCE, 4 FEET NORTH OF A WITNESS
 HG0864'POST AND ON LAND OWNED BY MR. VICK LERNING OF WICHITA.
 HG0864'
 HG0864'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 281 AND
 HG0864'U.S. HIGHWAY 54 IN PRATT, GO EAST ON U.S. HIGHWAY 54 FOR 10.3
 HG0864'MILES TO A GRAVELED CROSS ROAD, TURN LEFT (NORTH) AND FOLLOW
 HG0864'THE MAIN GRAVELED ROAD FOR 3 MILES TO A TRACK ROAD ON THE LEFT
 HG0864'AND THE AZIMUTH MARK AS DESCRIBED, TURN LEFT (WEST) AND FOLLOW
 HG0864'THE TRACK ROAD ON THE NORTH SIDE OF A WIRE FENCE FOR 0.5 MILE TO
 HG0864'THE CREST OF A RIDGE AND THE STATION.
 HG0864'
 HG0864'THE STATION MARK PROJECTS 9 INCHES AND THE DISK IS STAMPED
 HG0864'CAIRO 1934.
 HG0864'
 HG0864'REFERENCE MARK 1 IS 13 FEET SOUTH OF THE CENTER OF THE TRACK
 HG0864'ROAD AND 1.5 FEET SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS
 HG0864'8 INCHES AND THE DISK IS STAMPED CAIRO NO 1 1934.
 HG0864'
 HG0864'REFERENCE MARK 2 IS 12 FEET SOUTH OF THE CENTER OF THE TRACK
 HG0864'ROAD AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS 7
 HG0864'INCHES AND THE DISK IS STAMPED CAIRO NO 2 1934.
 HG0864'
 HG0864'THE AZIMUTH MARK IS 43 FEET WEST OF THE CENTER OF THE GRAVELED
 HG0864'ROAD, 18 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 3.5 FEET
 HG0864'SOUTHWEST OF A FENCE CORNER, AND 3 FEET SOUTH OF A WHITE
 HG0864'4 IN X 4 IN WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE
 HG0864'OF THE GROUND AND THE DISK IS STAMPED CAIRO 1934.
 HG0864'
 HG0864'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HG0864
 HG0864                          STATION RECOVERY (1964)
 HG0864
 HG0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CKT)
 HG0864'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 HG0864'DIRECTIONS TO ALL MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE
 HG0864'MARK NO. 1 WAS FOUND TO BE 0.11 FEET LONGER THAN THE 1953
 HG0864'DISTANCE.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO
 HG0864'BE 0.67 FEET LONGER THAN THE 1953 DISTANCE.
 HG0864'
 HG0864'FOLLOWING IS A NEW TO REACH FOR THE STATION AND NOTES FOR THE
 HG0864'AZIMUTH MARK.
 HG0864'
 HG0864'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 HG0864'U.S. HIGHWAY 281 IN PRATT, GO EAST ON HIGHWAY 54 FOR 9.9
 HG0864'MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A BLACKTOP
 HG0864'ROAD FOR 3.0 MILES TO A FIELD ROAD AND THE AZIMUTH MARK
 HG0864'ON THE LEFT.  TURN LEFT AND GO WEST ON THE FIELD ROAD, ALONG
 HG0864'AN EAST-WEST FENCE, FOR 0.5 MILE TO THE CREST OF A RIDGE AND
 HG0864'A WIRE GATE IN THE FENCE LINE ON THE LEFT.  PASS THROUGH THE
 HG0864'GATE AND GO SOUTHEAST FOR ABOUT 125 FEET TO THE STATION.
 HG0864'
 HG0864'AZIMUTH MARK, A STANDARD DISK STAMPED CAIRO 1938, IS SET IN
 HG0864'A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 HG0864'GROUND.  IT IS 40 FEET WEST OF THE CENTER OF THE BLACKTOP
 HG0864'ROAD, 18 FEET SOUTH OF THE FIELD ROAD AND 3 FEET SOUTHEAST OF
 HG0864'A FENCE CORNER.
 HG0864'
 HG0864'NOTE- REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE.
 HG0864
 HG0864                          STATION RECOVERY (1991)
 HG0864
 HG0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HG0864'STATION IS LOCATED ABOUT 9 MI (14.5 KM) WEST-NORTHWEST OF CUNNINGHAM,
 HG0864'10 MILES EAST-NORTHEAST OF PRATT, AT HIGHEST POINT IN PASTURELAND
 HG0864'LEASED BY TEXACO OIL COMPANY, AND 0.55 MI (0.89 KM) WEST OF A N-S
 HG0864'ASPHALT ROAD (NAME UNKNOWN) AND FOUR OIL STORAGE TANKS.
 HG0864'OWNERSHIP-UNKNOWN. PROPERTY OWNER UNABLE TO BE CONTACTED AT TIME OF
 HG0864'RECONNAISSANCE.
 HG0864'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND MAIN
 HG0864'STREET, LOCATED NEAR MIDDLE OF CUNNINGHAM, GO WEST ALONG U.S.HIGHWAY
 HG0864'54 FOR 7.0 MI (11.3 KM) TO AN ASPHALT ROAD ON THE RIGHT (ROAD TO
 HG0864'CAIRO SIGN). TURN RIGHT, NORTH, ALONG ASPHALT ROAD FOR 0.4 MI
 HG0864'(0.6 KM) TO A RAILROAD CROSSING, THEN CONTINUE NORTH ALONG ASPHALT
 HG0864'ROAD FOR 2.6 MI (4.2 KM) TO A DIRT ROAD LEADING WEST TO A CATTLE
 HG0864'GUARD AT FOUR OIL STORAGE TANKS. TURN LEFT, WEST, CROSSING CATTLE
 HG0864'GUARD AND FOLLOWING TRACK ROAD FOR 0.1 MI (0.2 KM) TO A WIRE GATE.
 HG0864'PASS THROUGH GATE AND CONTINUE WESTERLY ALONG TRACK FIELD ROAD FOR
 HG0864'0.25 MI (0.40 KM) TO A FORK IN THE ROAD. BEAR RIGHT AND CONTINUE
 HG0864'WESTERLY ALONG TRACK ROAD ON THE SOUTH SIDE OF FENCELINE FOR 0.2 MI
 HG0864'(0.3 KM) TO WHERE THE TRACK ROAD TURNS TO THE SOUTH WITH THE STATION
 HG0864'ON THE LEFT SET BETWEEN TWO FIBERGLASS WITNESS POST AT THE HIGHEST
 HG0864'POINT OF PASTURELAND.
 HG0864'STATION IS 65.0 FT (19.8 M) SOUTH OF THE TRACK FIELD ROAD, 110.5 FT
 HG0864'(33.7 M) SOUTH OF A FENCELINE, 120.0 FT (36.6 M) SOUTHEAST OF THE
 HG0864'CENTER OF A WIRE GATE, 126.0 FT (38.4 M) SOUTHEAST OF RM2, 58.0 FT
 HG0864'(17.7 M) EAST OF THE TRACK ROAD TURNING SOUTH, 2.0 FT (0.6 M) NORTH
 HG0864'OF A FIBERGLASS WITNESS POST, 2.0 FT (0.6 M) SOUTH OF A FIBERGLASS
 HG0864'WITNESS POST AND PROJECTING ABOUT 1.0 FT (0.3 M) ABOVE THE SURFACE OF
 HG0864'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0829 ***********************************************************************
 HF0829  DESIGNATION -  CALDWELL
 HF0829  PID         -  HF0829
 HF0829  STATE/COUNTY-  KS/SUMNER
 HF0829  USGS QUAD   -  CALDWELL (1971)
 HF0829
 HF0829                         *CURRENT SURVEY CONTROL
 HF0829  ___________________________________________________________________
 HF0829* NAD 83(1986)-  37 01 55.     (N)    097 36 26.     (W)     SCALED    
 HF0829* NAVD 88     -       350.444  (meters)    1149.75   (feet)  ADJUSTED  
 HF0829  ___________________________________________________________________
 HF0829  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HF0829  DYNAMIC HT  -         350.152 (meters)    1148.79  (feet)  COMP
 HF0829  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 HF0829
 HF0829  VERT ORDER  -  FIRST     CLASS II
 HF0829
 HF0829.The horizontal coordinates were scaled from a topographic map and have
 HF0829.an estimated accuracy of +/- 6 seconds.
 HF0829
 HF0829.The orthometric height was determined by differential leveling
 HF0829.and adjusted by the National Geodetic Survey in June 1991..
 HF0829
 HF0829.The geoid height was determined by GEOID03.
 HF0829
 HF0829.The dynamic height is computed by dividing the NAVD 88
 HF0829.geopotential number by the normal gravity value computed on the
 HF0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0829.degrees latitude (g = 980.6199 gals.).
 HF0829
 HF0829.The modeled gravity was interpolated from observed gravity values.
 HF0829
 HF0829;                    North         East    Units  Estimated Accuracy
 HF0829;SPC KS S     -   440,920.      479,440.      MT  (+/- 180 meters Scaled)
 HF0829
 HF0829                          SUPERSEDED SURVEY CONTROL
 HF0829
 HF0829  NGVD 29 (??/??/92)  350.340  (m)         1149.41   (f) ADJ UNCH    1 2
 HF0829
 HF0829.Superseded values are not recommended for survey control.
 HF0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0829.See file dsdata.txt to determine how the superseded data were derived.
 HF0829
 HF0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF238993(NAD 83)
 HF0829_MARKER: DB = BENCH MARK DISK
 HF0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0829_SP_SET: BUILDING
 HF0829_STAMPING: CALDWELL 1933 1149.237
 HF0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0829
 HF0829  HISTORY     - Date     Condition        Report By
 HF0829  HISTORY     - 1933     MONUMENTED       CGS
 HF0829  HISTORY     - 1956     GOOD             NGS
 HF0829
 HF0829                          STATION DESCRIPTION
 HF0829
 HF0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF0829'AT CALDWELL.
 HF0829'AT CALDWELL, AT THE INTERSECTION OF WEST CENTRAL STREET AND SOUTH
 HF0829'MAIN STREET, 73.4 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 HF0829'CALDWELL STATE BANK,  0.7 FOOT NORTH OF THE SOUTHEAST CORNER OF
 HF0829'THE BRICK BUILDING OCCUPIED BY STEWARTS APPLIANCE STORE, 4.3 FEET
 HF0829'ABOVE THE SIDEWALK, SET VERTICALLY IN THE EAST WALL OF
 HF0829'THE BRICK BUILDING, IN SECTION 2, TOWNSHIP 35 SOUTH, RANGE
 HF0829'3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1387 ***********************************************************************
 HF1387  DESIGNATION -  CALDWELL
 HF1387  PID         -  HF1387
 HF1387  STATE/COUNTY-  KS/SUMNER
 HF1387  USGS QUAD   -  CALDWELL (1971)
 HF1387
 HF1387                         *CURRENT SURVEY CONTROL
 HF1387  ___________________________________________________________________
 HF1387* NAD 83(1997)-  37 02 25.88820(N)    097 36 25.57620(W)     ADJUSTED  
 HF1387* NAVD 88     -       350.45   (+/-2cm)    1149.8    (feet)  VERTCON   
 HF1387  ___________________________________________________________________
 HF1387  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 HF1387  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HF1387
 HF1387  HORZ ORDER  -  THIRD
 HF1387  VERT ORDER  -  THIRD ? (See Below)
 HF1387
 HF1387.The horizontal coordinates were established by classical geodetic methods
 HF1387.and adjusted by the National Geodetic Survey in October 1998..
 HF1387
 HF1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1387.The vertical order pertains to the NGVD 29 superseded value.
 HF1387
 HF1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1387
 HF1387.The geoid height was determined by GEOID03.
 HF1387
 HF1387;                    North         East     Units Scale Factor Converg.
 HF1387;SPC KS S     -   441,873.728   479,438.850   MT  1.00005214   +0 32 55.4
 HF1387;SPC OK N     -   226,486.406   634,955.769   MT  1.00006145   +0 13 54.7
 HF1387;SPC OK N     -   743,064.15  2,083,184.05   sFT  1.00006145   +0 13 54.7
 HF1387;UTM  14      - 4,100,275.007   623,871.940   MT  0.99978903   +0 50 21.0
 HF1387
 HF1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1387!SPC KS S     -   0.99994947  x   1.00005214  =   1.00000161
 HF1387!SPC OK N     -   0.99994947  x   1.00006145  =   1.00001092
 HF1387!UTM  14      -   0.99994947  x   0.99978903  =   0.99973851
 HF1387
 HF1387:                Primary Azimuth Mark                     Grid Az
 HF1387:SPC KS S     -  CALDWELL AZ MK                           038 59 35.5
 HF1387:SPC OK N     -  CALDWELL AZ MK                           039 18 36.2
 HF1387:UTM  14      -  CALDWELL AZ MK                           038 42 09.9
 HF1387
 HF1387|---------------------------------------------------------------------|
 HF1387| PID    Reference Object                     Distance      Geod. Az  |
 HF1387|                                                           dddmmss.s |
 HF1387| CL4400 CALDWELL AZ MK                                     0393230.9 |
 HF1387| HF1389 CALDWELL FARMERS COOP ELEV          APPROX. 0.8 KM 1561947.9 |
 HF1387| CL4401 CALDWELL RM 1                        27.396 METERS 17416     |
 HF1387| HF1392 CALDWELL MUNICIPAL STANDPIPE         18.060 METERS 24604     |
 HF1387| CL4402 CALDWELL RM 2                        15.953 METERS 25245     |
 HF1387| HF1394 JOHNSTON BELLVIEW SCHSE CUPOLA      APPROX. 4.8 KM 2975527.9 |
 HF1387|---------------------------------------------------------------------|
 HF1387
 HF1387                          SUPERSEDED SURVEY CONTROL
 HF1387
 HF1387  NAD 83(1997)-  37 02 25.89078(N)    097 36 25.57566(W) AD(       ) 3
 HF1387  NAD 83(1986)-  37 02 25.89688(N)    097 36 25.56788(W) AD(       ) 3
 HF1387  NAD 27      -  37 02 25.80598(N)    097 36 24.38885(W) AD(       ) 3
 HF1387  NGVD 29 (07/19/86)  350.34   (m)         1149.4    (f) LEVELING    3  
 HF1387
 HF1387.Superseded values are not recommended for survey control.
 HF1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1387.See file dsdata.txt to determine how the superseded data were derived.
 HF1387
 HF1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2387200275(NAD 83)
 HF1387_MARKER: DS = TRIANGULATION STATION DISK
 HF1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1387
 HF1387  HISTORY     - Date     Condition        Report By
 HF1387  HISTORY     - 1957     MONUMENTED       CGS
 HF1387
 HF1387                          STATION DESCRIPTION
 HF1387
 HF1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1387'LOCATED IN THE NORTH EDGE OF CALDWELL, ON THE SAME GROUNDS
 HF1387'AS THE MUNICIPAL STANDPIPE AND ABOUT 0.5 MILE NORTH OF THE
 HF1387'CENTER OF TOWN, IN THE NORTHEAST 1/4 OF SECTION 2, T 35 S, R 3 W.
 HF1387'
 HF1387'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE HIGHWAY
 HF1387'49, IN THE CENTER OF CALDWELL, BY GOING NORTH ON HIGHWAY 49
 HF1387'FOR 0.5 MILE TO THE STANDPIPE ON THE LEFT AND THE STATION AS
 HF1387'DESCRIBED.
 HF1387'
 HF1387'STATION MARKS ARE STANDARD DISKS, STAMPED CALDWELL 1957.
 HF1387'THE SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 HF1387'CONCRETE POST PROJECTING 1 INCH.  IT IS 130 FEET NORTH OF THE
 HF1387'CENTER OF AN EAST-WEST STREET, 108 FEET NORTH-NORTHEAST OF A
 HF1387'POWERLINE POLE, 58 FEET WEST OF THE CENTER OF HIGHWAY 49 AND
 HF1387'50 FEET EAST-NORTHEAST OF THE STANDPIPE.  THE UNDERGROUND
 HF1387'MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 31 INCHES BELOW
 HF1387'THE GROUND SURFACE.
 HF1387'
 HF1387'R.M. 1 IS A STANDARD DISK, STAMPED CALDWELL NO 1 1957, SET IN
 HF1387'THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 1 INCH.
 HF1387'IT IS 52 FEET WEST OF THE CENTER OF HIGHWAY 49, 38 FEET
 HF1387'EAST-NORTHEAST OF A POWERLINE POLE AND 30 FEET NORTH OF THE
 HF1387'CENTER OF THE EAST-WEST STREET.  A WHITE POST WAS SET 2 FEET
 HF1387'EAST OF THE MARK.
 HF1387'
 HF1387'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CALDWELL
 HF1387'NO 2 1957, SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF
 HF1387'THE STANDPIPE, AND PROJECTS 18 INCHES.  IT IS 87 FEET WEST
 HF1387'OF THE CENTER OF HIGHWAY 49 AND 82 FEET NORTH OF THE CENTER
 HF1387'OF THE EAST-WEST STREET.  THE MARK IS SET IN THE NORTH EDGE
 HF1387'OF THE STANDPIPE.
 HF1387'
 HF1387'AZIMUTH MARK IS A STANDARD DISK, STAMPED CALDWELL 1957, SET
 HF1387'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 3
 HF1387'INCHES.  IT IS 46 FEET EAST OF THE CENTER OF HIGHWAY 49, 42
 HF1387'FEET WEST OF THE CENTER OF A TRACK ROAD, 10 FEET WEST OF A
 HF1387'FENCE CORNER AND 6 FEET EAST-NORTHEAST OF A FENCE CORNER.  A
 HF1387'WHITE POST WAS SET 2 FEET NORTH OF THE MARK.
 HF1387'
 HF1387'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH, EAST
 HF1387'AND NORTH FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 HF1387'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1389 ***********************************************************************
 HF1389  DESIGNATION -  CALDWELL FARMERS COOP ELEV
 HF1389  PID         -  HF1389
 HF1389  STATE/COUNTY-  KS/SUMNER
 HF1389  USGS QUAD   -  CALDWELL (1971)
 HF1389
 HF1389                         *CURRENT SURVEY CONTROL
 HF1389  ___________________________________________________________________
 HF1389* NAD 83(1997)-  37 02 02.86365(N)    097 36 12.98725(W)     ADJUSTED  
 HF1389* NAVD 88     -                                                        
 HF1389  ___________________________________________________________________
 HF1389  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HF1389  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HF1389
 HF1389  HORZ ORDER  -  THIRD
 HF1389
 HF1389.The horizontal coordinates were established by classical geodetic methods
 HF1389.and adjusted by the National Geodetic Survey in October 1998..
 HF1389
 HF1389
 HF1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1389
 HF1389.The geoid height was determined by GEOID03.
 HF1389
 HF1389;                    North         East     Units Scale Factor Converg.
 HF1389;SPC KS S     -   441,166.923   479,756.779   MT  1.00005384   +0 33 03.1
 HF1389;SPC OK N     -   225,777.848   635,269.786   MT  1.00005975   +0 14 02.1
 HF1389;SPC OK N     -   740,739.49  2,084,214.29   sFT  1.00005975   +0 14 02.1
 HF1389;UTM  14      - 4,099,570.008   624,193.362   MT  0.99979001   +0 50 28.1
 HF1389
 HF1389                          SUPERSEDED SURVEY CONTROL
 HF1389
 HF1389  NAD 83(1997)-  37 02 02.86623(N)    097 36 12.98675(W) AD(       ) 4
 HF1389  NAD 83(1986)-  37 02 02.87248(N)    097 36 12.97882(W) AD(       ) 4
 HF1389  NAD 27      -  37 02 02.78338(N)    097 36 11.80108(W) AD(       ) 3
 HF1389
 HF1389.Superseded values are not recommended for survey control.
 HF1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1389.See file dsdata.txt to determine how the superseded data were derived.
 HF1389
 HF1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF2419399570(NAD 83)
 HF1389_MARKER: 65 = GRAIN ELEVATOR
 HF1389
 HF1389  HISTORY     - Date     Condition        Report By
 HF1389  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1389
 HF1389                          STATION DESCRIPTION
 HF1389
 HF1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1389'LOCATED IN THE NORTHEAST EDGE OF CALDWELL, 108 FEET WEST OF
 HF1389'RAILROAD TRACKS AND 0.15 MILE NORTH OF U.S. HIGHWAY 81.
 HF1389'
 HF1389'IT IS A CONCRETE STRUCTURE, WHITE IN COLOR, 152 FEET HIGH,
 HF1389'WITH TWO HEADHOUSES, ONE ON THE NORTH AND ONE ON THE SOUTH
 HF1389'PART OF THE ELEVATOR.  THE POINT INTERSECTED WAS THE CENTER
 HF1389'OF THE SOUTH HEADHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1392 ***********************************************************************
 HF1392  DESIGNATION -  CALDWELL MUNICIPAL STANDPIPE
 HF1392  PID         -  HF1392
 HF1392  STATE/COUNTY-  KS/SUMNER
 HF1392  USGS QUAD   -  CALDWELL (1971)
 HF1392
 HF1392                         *CURRENT SURVEY CONTROL
 HF1392  ___________________________________________________________________
 HF1392* NAD 83(1997)-  37 02 25.65050(N)    097 36 26.24417(W)     ADJUSTED  
 HF1392* NAVD 88     -                                                        
 HF1392  ___________________________________________________________________
 HF1392  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 HF1392  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HF1392
 HF1392  HORZ ORDER  -  THIRD
 HF1392
 HF1392.The horizontal coordinates were established by classical geodetic methods
 HF1392.and adjusted by the National Geodetic Survey in October 1998..
 HF1392
 HF1392
 HF1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1392
 HF1392.The geoid height was determined by GEOID03.
 HF1392
 HF1392;                    North         East     Units Scale Factor Converg.
 HF1392;SPC KS S     -   441,866.242   479,422.413   MT  1.00005216   +0 32 54.9
 HF1392;SPC OK N     -   226,479.011   634,939.291   MT  1.00006143   +0 13 54.3
 HF1392;SPC OK N     -   743,039.89  2,083,129.99   sFT  1.00006143   +0 13 54.3
 HF1392;UTM  14      - 4,100,267.440   623,855.545   MT  0.99978898   +0 50 20.6
 HF1392
 HF1392                          SUPERSEDED SURVEY CONTROL
 HF1392
 HF1392  NAD 83(1997)-  37 02 25.65309(N)    097 36 26.24363(W) AD(       ) 4
 HF1392  NAD 83(1986)-  37 02 25.65949(N)    097 36 26.23598(W) AD(       ) 4
 HF1392  NAD 27      -  37 02 25.56832(N)    097 36 25.05663(W) AD(       ) 3
 HF1392
 HF1392.Superseded values are not recommended for survey control.
 HF1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1392.See file dsdata.txt to determine how the superseded data were derived.
 HF1392
 HF1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2385600267(NAD 83)
 HF1392_MARKER: 52 = STANDPIPE TANK
 HF1392
 HF1392  HISTORY     - Date     Condition        Report By
 HF1392  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1392
 HF1392                          STATION DESCRIPTION
 HF1392
 HF1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1392'THE STATION IS LOCATED IN THE NORTH EDGE OF CALDWELL, 0.5
 HF1392'MILE NORTH OF THE CENTER OF THE BUSINESS DISTRICT AND 105
 HF1392'FEET WEST OF STATE HIGHWAY 49.
 HF1392'
 HF1392'IT IS SILVER COLORED, 102 FEET HIGH AND MOUNTED ON A CONCRETE
 HF1392'BASE.  A TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER OF
 HF1392'THE STRUCTURE FROM TRIANGULATION STATION CALDWELL, THE DISTANCE
 HF1392'BEING 59.24 FEET (18.056 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0828 ***********************************************************************
 HG0828  DESIGNATION -  CALKIN
 HG0828  PID         -  HG0828
 HG0828  STATE/COUNTY-  KS/KINGMAN
 HG0828  USGS QUAD   -  SPIVEY (1973)
 HG0828
 HG0828                         *CURRENT SURVEY CONTROL
 HG0828  ___________________________________________________________________
 HG0828* NAD 83(1997)-  37 29 10.36991(N)    098 08 05.89957(W)     ADJUSTED  
 HG0828* NAVD 88     -       479.8    (meters)    1574.     (feet)  VERTCON   
 HG0828  ___________________________________________________________________
 HG0828  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 HG0828  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 HG0828
 HG0828  HORZ ORDER  -  FIRST
 HG0828
 HG0828.The horizontal coordinates were established by classical geodetic methods
 HG0828.and adjusted by the National Geodetic Survey in October 1998..
 HG0828
 HG0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0828
 HG0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0828
 HG0828.The geoid height was determined by GEOID03.
 HG0828
 HG0828;                    North         East     Units Scale Factor Converg.
 HG0828;SPC KS S     -   491,020.449   432,282.446   MT  0.99996409   +0 13 27.6
 HG0828;UTM  14      - 4,149,163.211   576,474.696   MT  0.99967204   +0 31 35.2
 HG0828
 HG0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0828!SPC KS S     -   0.99992916  x   0.99996409  =   0.99989325
 HG0828!UTM  14      -   0.99992916  x   0.99967204  =   0.99960122
 HG0828
 HG0828|---------------------------------------------------------------------|
 HG0828| PID    Reference Object                     Distance      Geod. Az  |
 HG0828|                                                           dddmmss.s |
 HG0828| CK9111 CALKIN RM 1                          27.308 METERS 18808     |
 HG0828| CK9112 CALKIN RM 2                          24.710 METERS 27359     |
 HG0828| CK9110 CALKIN AZ MK                                       3522623.7 |
 HG0828|---------------------------------------------------------------------|
 HG0828
 HG0828                          SUPERSEDED SURVEY CONTROL
 HG0828
 HG0828  NAD 83(1997)-  37 29 10.37552(N)    098 08 05.90219(W) AD(       ) 1
 HG0828  NAD 83(1986)-  37 29 10.37717(N)    098 08 05.89739(W) AD(       ) 1
 HG0828  NAD 27      -  37 29 10.31513(N)    098 08 04.66629(W) AD(       ) 1
 HG0828  NGVD 29 (07/19/86)  479.6    (m)         1573.     (f) VERT ANG       
 HG0828
 HG0828.Superseded values are not recommended for survey control.
 HG0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0828.See file dsdata.txt to determine how the superseded data were derived.
 HG0828
 HG0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7647549163(NAD 83)
 HG0828_MARKER: DS = TRIANGULATION STATION DISK
 HG0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0828
 HG0828  HISTORY     - Date     Condition        Report By
 HG0828  HISTORY     - 1968     MONUMENTED       CGS
 HG0828
 HG0828                          STATION DESCRIPTION
 HG0828
 HG0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HG0828'STATION IS LOCATED ON A LOW HILL WHICH IS IN A FENCED PASTURE,
 HG0828'ABOUT 11 MILES SOUTH OF KINGMAN, 4 MILES NORTHWEST OF RAGO, 3
 HG0828'MILES NORTHEAST OF SPIVEY, IN THE NORTHWEST 1/4 OF SECTION 31.  T
 HG0828'29 S.  R 7 W AND ON LAND WHICH IS OWNED BY A MR. C.C. CALKIN
 HG0828'OF KINGMAN, KANSAS.
 HG0828'
 HG0828'STATION IS REACHED FROM THE RAILROAD STATION AND CROSSING IN
 HG0828'RAGO.  GO NORTH ON STATE HIGHWAY 14 FOR 0.5 MILE.  TURN LEFT AND
 HG0828'GO WEST ON STATE HIGHWAY 42 FOR 4.0 MILES.  TURN RIGHT AND GO
 HG0828'NORTH ON A GRADED ROAD FOR 2.0 MILES.  TURN RIGHT AND GO EAST
 HG0828'ON A GRADED ROAD FOR 1.0 MILE TO A GRADED NORTH-SOUTH T-ROAD AND
 HG0828'GATE IN FENCELINE ON EAST SIDE OF THE ROAD.  PASS THROUGH THE
 HG0828'GATE, THENCE SOUTHEAST ACROSS OPEN PASTURE FOR 0.05 MILE TO
 HG0828'HIGHEST POINT AND STATION.
 HG0828'
 HG0828'AZIMUTH MARK IS REACHED FROM THE GATE.  GO NORTH ON THE GRADED
 HG0828'ROAD FOR 0.35 MILE TO A FARM ROAD ENTRANCE AND MARK ON THE RIGHT.
 HG0828'
 HG0828'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 HG0828'MONUMENTS.
 HG0828'
 HG0828'STATION MARK DISK IS STAMPED CALKIN 1967 AND THE SURFACE MARK
 HG0828'DISK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 204.0
 HG0828'FEET SOUTH OF AN EAST-WEST FENCELINE, 198.8 FEET WEST OF A
 HG0828'NORTH-SOUTH FENCELINE, 170.8 FEET EAST-NORTHEAST OF THE EAST
 HG0828'ONE OF TWO CEDAR TREES, 117.2 FEET SOUTH OF A WINDMILL PUMP AND
 HG0828'46.0 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF AN OLD CONCRETE
 HG0828'WELL COVER.
 HG0828'
 HG0828'REFERENCE MARK NUMBER 1 DISK IS STAMPED CALKIN NO 1 1967 AND
 HG0828'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 153.5
 HG0828'FEET EAST-SOUTHEAST OF THE CEDAR TREE AND 17.0 FEET SOUTHEAST
 HG0828'OF AN OLD WOOD GATE POST.
 HG0828'
 HG0828'REFERENCE MARK NUMBER 2 DISK IS STAMPED CALKIN NO 2 1967 AND
 HG0828'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 100.5
 HG0828'FEET NORTHEAST OF THE CEDAR TREE AND 149.2 FEET SOUTHWEST OF
 HG0828'THE WINDMILL PUMP.
 HG0828'
 HG0828'AZIMUTH MARK DISK IS STAMPED CALKIN 1967 AND THE MARK PROJECTS
 HG0828'ABOUT 3 INCHES.  MARK IS 27 FEET EAST OF THE APPROXIMATE CENTER
 HG0828'OF A NORTH-SOUTH GRADED ROAD, 22.5 FEET NORTH OF THE APPROXIMATE
 HG0828'CENTER OF A FIELD ROAD ENTRANCE, 3.8 FEET SOUTH OF A METAL WITNESS
 HG0828'POST AND 3.4 FEET NORTH-NORTHWEST OF A FENCE CORNER POST.
 HG0828'
 HG0828'HEIGHT OF LIGHT ABOVE STATION MARK 23.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0807 ***********************************************************************
 KG0807  DESIGNATION -  CALVERT
 KG0807  PID         -  KG0807
 KG0807  STATE/COUNTY-  KS/NORTON
 KG0807  USGS QUAD   -  ALMENA SW (1978)
 KG0807
 KG0807                         *CURRENT SURVEY CONTROL
 KG0807  ___________________________________________________________________
 KG0807* NAD 83(1997)-  39 47 56.33156(N)    099 43 13.29741(W)     ADJUSTED  
 KG0807* NAVD 88     -       724.     (meters)    2375.     (feet)  SCALED    
 KG0807  ___________________________________________________________________
 KG0807  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 KG0807  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 KG0807
 KG0807  HORZ ORDER  -  SECOND
 KG0807
 KG0807.The horizontal coordinates were established by classical geodetic methods
 KG0807.and adjusted by the National Geodetic Survey in October 1998..
 KG0807
 KG0807.The orthometric height was scaled from a topographic map.
 KG0807
 KG0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0807
 KG0807.The geoid height was determined by GEOID03.
 KG0807
 KG0807;                    North         East     Units Scale Factor Converg.
 KG0807;SPC KS N     -   164,109.190   252,670.399   MT  1.00000258   -1 05 18.6
 KG0807;UTM  14      - 4,405,694.621   438,330.028   MT  0.99964682   -0 27 40.0
 KG0807
 KG0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0807!SPC KS N     -   0.99989029  x   1.00000258  =   0.99989287
 KG0807!UTM  14      -   0.99989029  x   0.99964682  =   0.99953715
 KG0807
 KG0807:                Primary Azimuth Mark                     Grid Az
 KG0807:SPC KS N     -  ALMENA MUNICIPAL STANDPIPE               008 57 14.8
 KG0807:UTM  14      -  ALMENA MUNICIPAL STANDPIPE               008 19 36.2
 KG0807
 KG0807|---------------------------------------------------------------------|
 KG0807| PID    Reference Object                     Distance      Geod. Az  |
 KG0807|                                                           dddmmss.s |
 KG0807| KG0809 ALMENA MUNICIPAL STANDPIPE          APPROX. 9.7 KM 0075156.2 |
 KG0807| CN8033 CALVERT RM 1                         25.228 METERS 09054     |
 KG0807| KG0828 NORTON REA WEST RADIO TOWER         APPROX.14.6 KM 2724352.7 |
 KG0807| KG0829 NORTON ST POLICE E RADIO TOWER      APPROX.14.5 KM 2734417.5 |
 KG0807| KG0823 NORTON ST TB SANITARIUM W TANK      APPROX. 9.8 KM 3020416.2 |
 KG0807| KG0824 STATE TUBERCULOIS HOSPITAL TK       APPROX. 9.7 KM 3021055.5 |
 KG0807| KG0825 NORTON TB SANITARIUM LAUND STK      APPROX. 9.7 KM 3022320.0 |
 KG0807| CN8032 CALVERT AZ MK                                      3530411.5 |
 KG0807| CN8034 CALVERT RM 2                         14.998 METERS 35815     |
 KG0807|---------------------------------------------------------------------|
 KG0807
 KG0807                          SUPERSEDED SURVEY CONTROL
 KG0807
 KG0807  NAD 83(1997)-  39 47 56.33333(N)    099 43 13.29833(W) AD(       ) 2
 KG0807  NAD 83(1986)-  39 47 56.33650(N)    099 43 13.29988(W) AD(       ) 2
 KG0807  NAD 27      -  39 47 56.31400(N)    099 43 11.88800(W) AD(       ) 2
 KG0807
 KG0807.Superseded values are not recommended for survey control.
 KG0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0807.See file dsdata.txt to determine how the superseded data were derived.
 KG0807
 KG0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK3833005695(NAD 83)
 KG0807_MARKER: DS = TRIANGULATION STATION DISK
 KG0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0807
 KG0807  HISTORY     - Date     Condition        Report By
 KG0807  HISTORY     - 1950     MONUMENTED       CGS
 KG0807
 KG0807                          STATION DESCRIPTION
 KG0807
 KG0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0807'THE STATION IS LOCATED ABOUT 9.5 MILES EAST AND 2.0 MILES
 KG0807'SOUTH OF NORTON AND ABOUT 6.5 MILES SOUTH AND 0.5 MILE WEST
 KG0807'OF ALMENA ON THE HIGHEST POINT IN THE VICINITY ON THE SOUTH
 KG0807'RIGHT-OF-WAY OF AN EAST-WEST ROAD.  IT IS 33 FEET WEST OF THE WEST
 KG0807'END OF A WIRE GATE, 26 FEET SOUTH OF THE CENTER OF ROAD, 2 FEET
 KG0807'EAST OF A WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 KG0807'IT IS STAMPED CALVERT 1950 AND PROJECTS 6 INCHES.
 KG0807'
 KG0807'R.M. NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 26 FEET SOUTH OF THE
 KG0807'CENTER OF ROAD, 18 FEET EAST OF THE EAST END OF A WIRE GATE AND
 KG0807'1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED CALVERT
 KG0807'NO 1 1950 AND PROJECTS 6 INCHES.
 KG0807'
 KG0807'R.M. NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 23 FEET NORTH OF THE
 KG0807'CENTER OF ROAD.  IT IS STAMPED CALVERT NO 2 1950 AND PROJECTS
 KG0807'6 INCHES.
 KG0807'
 KG0807'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 98.25 FEET.
 KG0807'
 KG0807'THE AZIMUTH MARK IS IN THE EAST EDGE OF A CULTIVATED FIELD, 30
 KG0807'FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET SOUTH OF A
 KG0807'TELEPHONE POLE AND WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH
 KG0807'FENCE LINE.  IT IS STAMPED CALVERT 1950 AND PROJECTS 6 INCHES.
 KG0807'
 KG0807'TO REACH THE STATION FROM THE COURTHOUSE IN NORTON, GO WEST
 KG0807'1 BLOCK TO U.S. HIGHWAY 283, TURN RIGHT AND GO NORTH ON U.S.
 KG0807'HIGHWAY 283 FOR 0.6 MILE TO JUNCTION WITH U.S. HIGHWAY 36.  TURN
 KG0807'RIGHT AND GO EAST ON U.S. HIGHWAY 36 FOR 9.4 MILES TO A CROSSROAD,
 KG0807'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 2.0 MILES TO AZIMUTH
 KG0807'MARK ON RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR
 KG0807'0.35 MILE TO A CROSSROAD, TURN LEFT, EAST, FOR 60 YARDS TO
 KG0807'STATION ON RIGHT AS DESCRIBED.
 KG0807'
 KG0807'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0932 ***********************************************************************
 KF0932  DESIGNATION -  CAMPBELL
 KF0932  PID         -  KF0932
 KF0932  STATE/COUNTY-  KS/CLOUD
 KF0932  USGS QUAD   -  RICE (1965)
 KF0932
 KF0932                         *CURRENT SURVEY CONTROL
 KF0932  ___________________________________________________________________
 KF0932* NAD 83(1997)-  39 30 32.20683(N)    097 30 41.15405(W)     ADJUSTED  
 KF0932* NAVD 88     -       464.     (meters)    1522.     (feet)  SCALED    
 KF0932  ___________________________________________________________________
 KF0932  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 KF0932  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 KF0932
 KF0932  HORZ ORDER  -  THIRD
 KF0932
 KF0932.The horizontal coordinates were established by classical geodetic methods
 KF0932.and adjusted by the National Geodetic Survey in October 1998..
 KF0932
 KF0932.The orthometric height was scaled from a topographic map.
 KF0932
 KF0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0932
 KF0932.The geoid height was determined by GEOID03.
 KF0932
 KF0932;                    North         East     Units Scale Factor Converg.
 KF0932;SPC KS N     -   130,621.614   442,016.452   MT  0.99996698   +0 18 32.8
 KF0932;UTM  14      - 4,374,315.117   627,972.002   MT  0.99980163   +0 56 49.8
 KF0932
 KF0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0932!SPC KS N     -   0.99993142  x   0.99996698  =   0.99989841
 KF0932!UTM  14      -   0.99993142  x   0.99980163  =   0.99973307
 KF0932
 KF0932:                Primary Azimuth Mark                     Grid Az
 KF0932:SPC KS N     -  CLYDE MUNICIPAL STANDPIPE                046 36 31.3
 KF0932:UTM  14      -  CLYDE MUNICIPAL STANDPIPE                045 58 14.3
 KF0932
 KF0932|---------------------------------------------------------------------|
 KF0932| PID    Reference Object                     Distance      Geod. Az  |
 KF0932|                                                           dddmmss.s |
 KF0932| KF0824 CLYDE MUNICIPAL STANDPIPE           APPROX.13.9 KM 0465504.1 |
 KF0932| KF0822 CLIFTON ST MARYS CATHOLIC CH        APPROX.21.0 KM 0705933.8 |
 KF0932| KF0821 CLIFTON MUNICIPAL STANDPIPE         APPROX.21.0 KM 0714407.9 |
 KF0932| KF0815 CLIFTON RADIO STATION KYDN TWR      APPROX.22.8 KM 0793908.6 |
 KF0932| CN8045 CAMPBELL RM 1                         8.666 METERS 15622     |
 KF0932| KF0862 MILTONVALE MUNICIPAL TANK           APPROX.18.1 KM 1635459.9 |
 KF0932| KF0865 AURORA MUNICIPAL TANK               APPROX. 6.3 KM 1943914.4 |
 KF0932| CN8046 CAMPBELL RM 2                         8.681 METERS 24511     |
 KF0932| KF0874 CONCORDIA ST POLICE RADIO TWR       APPROX.14.0 KM 2540644.2 |
 KF0932| CN8044 CAMPBELL AZ MK                                     2591130.3 |
 KF0932| KF0938 CONCORDIA HOSPITAL WATER TANK       APPROX.15.5 KM 2962254.5 |
 KF0932| KF0933 LARSON                              APPROX.15.7 KM 3242529.8 |
 KF0932|---------------------------------------------------------------------|
 KF0932
 KF0932                          SUPERSEDED SURVEY CONTROL
 KF0932
 KF0932  NAD 83(1997)-  39 30 32.21334(N)    097 30 41.15346(W) AD(       ) 3
 KF0932  NAD 83(1986)-  39 30 32.21463(N)    097 30 41.15345(W) AD(       ) 3
 KF0932  NAD 27      -  39 30 32.20500(N)    097 30 40.02100(W) AD(       ) 3
 KF0932
 KF0932.Superseded values are not recommended for survey control.
 KF0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0932.See file dsdata.txt to determine how the superseded data were derived.
 KF0932
 KF0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2797274315(NAD 83)
 KF0932_MARKER: DS = TRIANGULATION STATION DISK
 KF0932_SETTING: 66 = SET IN ROCK OUTCROP
 KF0932
 KF0932  HISTORY     - Date     Condition        Report By
 KF0932  HISTORY     - 1950     MONUMENTED       CGS
 KF0932
 KF0932                          STATION DESCRIPTION
 KF0932
 KF0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0932'THE STATION IS LOCATED AT THE SOUTH END OF A HIGH ROCKY RIDGE
 KF0932'ABOUT 6.25 MILES WEST AND 5.75 MILES SOUTH OF CLYDE, 4.5 MILES
 KF0932'SOUTH OF RICE AND 4.0 MILES NORTH OF AURORA ON LAND OWNED BY
 KF0932'MR. PERCY CAMPBELL OF CONCORDIA.  IT IS ABOUT 30.0 FEET
 KF0932'NORTH OF WHERE THE RIDGE BREAKS SHARP TO THE SOUTH AND IS ABOUT
 KF0932'250.0 FEET SOUTH-SOUTHWEST AND 8.5 FEET BELOW THE HIGHEST POINT
 KF0932'ON THE RIDGE.  IT IS SET FLUSH WITH THE SURFACE OF THE BEDROCK
 KF0932'AND IS STAMPED CAMPBELL 1950.
 KF0932'
 KF0932'REFERENCE MARK NO. 1 IS ABOUT 2.5 FEET BELOW THE ELEVATION
 KF0932'OF THE STATION AND IS JUST NORTH OF WHERE THE RIDGE BREAKS
 KF0932'SHARP TO THE SOUTH.  IT IS SET FLUSH WITH THE SURFACE OF THE
 KF0932'BEDROCK AND IS STAMPED CAMPBELL NO 1 1950.
 KF0932'
 KF0932'REFERENCE MARK NO. 2 IS ABOUT 2.0 FEET BELOW THE ELEVATION
 KF0932'OF THE STATION AND IS JUST EAST OF WHERE THE RIDGE BREAKS
 KF0932'SHARP TO THE WEST.  IT IS SET FLUSH WITH THE SURFACE OF THE
 KF0932'BEDROCK AND IS STAMPED CAMPBELL NO 2 1950.
 KF0932'
 KF0932'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KF0932'NO. 2 IS 43.25 FEET.
 KF0932'
 KF0932'THE AZIMUTH MARK IS ABOUT 30.0 FEET EAST OF THE CENTER OF A
 KF0932'T INTERSECTION JUST NORTH OF TWO FARM HOUSES, 1.0 FOOT EAST
 KF0932'OF A WITNESS POST AND 1.0 FOOT SOUTHEAST OF A FENCE CORNER
 KF0932'AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD.  IT PROJECTS
 KF0932'3 INCHES AND IS STAMPED CAMPBELL 1950.
 KF0932'
 KF0932'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 81
 KF0932'AND STATE HIGHWAYS NO. 9 AND 28 JUST EAST OF THE MAIN BUSINESS
 KF0932'DISTRICT IN CONCORDIA, GO EAST, NORTH AND EAST ON STATE
 KF0932'HIGHWAY NO. 9 FOR 5.7 MILES TO THE RAILROAD STATION IN RICE,
 KF0932'CONTINUE EAST ON STATE HIGHWAY NO. 9 FOR 2.1 MILES TO A
 KF0932'CROSSROAD, HERE TURN RIGHT ACROSS THE RAILROAD TRACKS AND GO
 KF0932'SOUTH ON A GRADED ROAD FOR 4.65 MILES TO A T INTERSECTION
 KF0932'JUST NORTH OF TWO FARM HOUSES AND THE AZIMUTH MARK ON THE
 KF0932'LEFT AS DESCRIBED.  HERE TURN LEFT ON A GRADED ROAD AND GO 0.1
 KF0932'MILE TO A WIRE GATE ON THE LEFT, TURN LEFT THROUGH WIRE GATE
 KF0932'AND BEAR SHARP RIGHT ALONG THE NORTH SIDE OF AN EAST-WEST
 KF0932'FENCE FOR 0.5 MILE TO A HEDGE ROW, HERE BEAR LEFT AND GO
 KF0932'ACROSS PASTURE NORTHEAST FOR 0.1 MILE TO THE SOUTH END OF A
 KF0932'RIDGE AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0772 ***********************************************************************
 KH0772  DESIGNATION -  CAMPBELL
 KH0772  PID         -  KH0772
 KH0772  STATE/COUNTY-  KS/SHERIDAN
 KH0772  USGS QUAD   -  HOXIE NW (1979)
 KH0772
 KH0772                         *CURRENT SURVEY CONTROL
 KH0772  ___________________________________________________________________
 KH0772* NAD 83(1997)-  39 27 57.62135(N)    100 24 36.23311(W)     ADJUSTED  
 KH0772* NAVD 88     -       841.     (meters)    2759.     (feet)  SCALED    
 KH0772  ___________________________________________________________________
 KH0772  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KH0772  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 KH0772
 KH0772  HORZ ORDER  -  SECOND
 KH0772
 KH0772.The horizontal coordinates were established by classical geodetic methods
 KH0772.and adjusted by the National Geodetic Survey in October 1998..
 KH0772
 KH0772.The orthometric height was scaled from a topographic map.
 KH0772
 KH0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0772
 KH0772.The geoid height was determined by GEOID03.
 KH0772
 KH0772;                    North         East     Units Scale Factor Converg.
 KH0772;SPC KS N     -   128,500.602   192,633.117   MT  0.99996389   -1 31 29.6
 KH0772;UTM  14      - 4,369,440.656   378,702.608   MT  0.99978115   -0 53 46.9
 KH0772
 KH0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0772!SPC KS N     -   0.99987194  x   0.99996389  =   0.99983584
 KH0772!UTM  14      -   0.99987194  x   0.99978115  =   0.99965312
 KH0772
 KH0772|---------------------------------------------------------------------|
 KH0772| PID    Reference Object                     Distance      Geod. Az  |
 KH0772|                                                           dddmmss.s |
 KH0772| CN8045 CAMPBELL RM 1                         9.902 METERS 06558     |
 KH0772| KH0771 HOXIE CEN KAN PWR LT CO RAD TR      APPROX.14.6 KM 1900531.0 |
 KH0772| KH0768 HOXIE MUNICIPAL TANK                APPROX.12.6 KM 1934641.6 |
 KH0772| CN8044 CAMPBELL AZ MK                                     2745330.9 |
 KH0772| KH0810 SELDEN MUNICIPAL TANK               APPROX.16.0 KM 3012954.3 |
 KH0772| CN8046 CAMPBELL RM 2                        32.964 METERS 33427     |
 KH0772| KH0740 DRESDEN R IS RR SHORTWAVE TWR       APPROX.17.4 KM 3571301.4 |
 KH0772|---------------------------------------------------------------------|
 KH0772
 KH0772                          SUPERSEDED SURVEY CONTROL
 KH0772
 KH0772  NAD 83(1986)-  39 27 57.62562(N)    100 24 36.23567(W) AD(       ) 2
 KH0772  NAD 27      -  39 27 57.61400(N)    100 24 34.73500(W) AD(       ) 2
 KH0772
 KH0772.Superseded values are not recommended for survey control.
 KH0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0772.See file dsdata.txt to determine how the superseded data were derived.
 KH0772
 KH0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7870369441(NAD 83)
 KH0772_MARKER: DS = TRIANGULATION STATION DISK
 KH0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KH0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0772+STABILITY: SURFACE MOTION
 KH0772
 KH0772  HISTORY     - Date     Condition        Report By
 KH0772  HISTORY     - 1950     MONUMENTED       CGS
 KH0772  HISTORY     - 1974     SEE DESCRIPTION  USGS
 KH0772  HISTORY     - 1980     MARK NOT FOUND   NGS
 KH0772
 KH0772                          STATION DESCRIPTION
 KH0772
 KH0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0772'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH AND 1.5 MILES
 KH0772'EAST OF HOXIE IN THE WEST EDGE OF A DRIVEWAY LEADING INTO A
 KH0772'FARMYARD.  IT IS 69 FEET SOUTH OF THE SOUTH END OF A WIRE
 KH0772'GATE, 13 FEET WEST OF THE CENTER OF DRIVEWAY, 2 FEET NORTH
 KH0772'OF A WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 KH0772'LINE.  IT IS STAMPED CAMPBELL 1950 AND PROJECTS 8 INCHES.
 KH0772'
 KH0772'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF DRIVEWAY, 71
 KH0772'FEET SOUTH OF A FENCE CORNER, 14 FEET EAST OF THE CENTER
 KH0772'OF DRIVEWAY AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 KH0772'IT IS STAMPED CAMPBELL NO 1 1950 AND PROJECTS 6 INCHES.
 KH0772'
 KH0772'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 45 FEET
 KH0772'WEST OF A FENCE CORNER, 20 FEET SOUTH OF THE CENTER OF ROAD
 KH0772'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KH0772'CAMPBELL NO 2 1950 AND PROJECTS 6 INCHES.
 KH0772'
 KH0772'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 113.75 FEET.
 KH0772'
 KH0772'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 23 FEET NORTH
 KH0772'OF THE CENTER OF ROAD, 1 FOOT EAST OF A POWER LINE POLE AND
 KH0772'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 KH0772'IT IS STAMPED CAMPBELL 1950 AND PROJECTS 6 INCHES.
 KH0772'
 KH0772'TO REACH THE STATION FROM THE POST OFFICE IN HOXIE, GO NORTH
 KH0772'FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 KH0772'HIGHWAY 23, CONTINUE NORTH ON STATE HIGHWAY 23 FOR 7.5 MILES
 KH0772'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON DIRT ROAD FOR 1.35
 KH0772'MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE EAST
 KH0772'FOR 0.35 MILE TO A DRIVEWAY INTO FARMYARD ON RIGHT AND STATION
 KH0772'AS DESCRIBED.
 KH0772'
 KH0772'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KH0772
 KH0772                          STATION RECOVERY (1974)
 KH0772
 KH0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (TA)
 KH0772'DESTROYED.  CONCRETE BASE HAS BEEN UNEARTHED.
 KH0772
 KH0772                          STATION RECOVERY (1980)
 KH0772
 KH0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KH0772'THE STATION WAS SEARCHED FOR BUT NO MARKS WERE FOUND.  ALL LOCAL TIES
 KH0772'ARE GONE AND THE SITE IS NOW A CULTIVATED FIELD.  THE LAND IS
 KH0772'FARMED TO THE EDGE OF THE ROAD WHERE REFERENCE MARK 2 AND THE
 KH0772'AZIMUTH MARK WERE LOCATED.  THE OLD DRIVEWAY IS GONE AND THERE ARE
 KH0772'NO FENCES.  THE UNDERGROUND MARK IS PROBABLY STILL IN PLACE BUT
 KH0772'COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0154 ***********************************************************************
 KH0154  DESIGNATION -  CAMPUS
 KH0154  PID         -  KH0154
 KH0154  STATE/COUNTY-  KS/GOVE
 KH0154  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0154
 KH0154                         *CURRENT SURVEY CONTROL
 KH0154  ___________________________________________________________________
 KH0154* NAD 83(1997)-  39 06 46.95508(N)    100 47 39.36823(W)     ADJUSTED  
 KH0154* NAVD 88     -       923.841  (meters)    3030.97   (feet)  ADJUSTED  
 KH0154  ___________________________________________________________________
 KH0154  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 KH0154  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 KH0154  DYNAMIC HT  -         923.109 (meters)    3028.57  (feet)  COMP
 KH0154  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 KH0154
 KH0154  HORZ ORDER  -  THIRD
 KH0154  VERT ORDER  -  FIRST     CLASS II
 KH0154
 KH0154.The horizontal coordinates were established by classical geodetic methods
 KH0154.and adjusted by the National Geodetic Survey in October 1998..
 KH0154
 KH0154.The orthometric height was determined by differential leveling
 KH0154.and adjusted by the National Geodetic Survey in June 1991..
 KH0154
 KH0154.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0154
 KH0154.The geoid height was determined by GEOID03.
 KH0154
 KH0154.The dynamic height is computed by dividing the NAVD 88
 KH0154.geopotential number by the normal gravity value computed on the
 KH0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0154.degrees latitude (g = 980.6199 gals.).
 KH0154
 KH0154.The modeled gravity was interpolated from observed gravity values.
 KH0154
 KH0154;                    North         East     Units Scale Factor Converg.
 KH0154;SPC KS N     -    90,284.497   158,376.247   MT  0.99995972   -1 46 04.7
 KH0154;UTM  14      - 4,330,853.813   344,873.400   MT  0.99989631   -1 07 55.7
 KH0154
 KH0154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0154!SPC KS N     -   0.99985896  x   0.99995972  =   0.99981868
 KH0154!UTM  14      -   0.99985896  x   0.99989631  =   0.99975528
 KH0154
 KH0154|---------------------------------------------------------------------|
 KH0154| PID    Reference Object                     Distance      Geod. Az  |
 KH0154|                                                           dddmmss.s |
 KH0154| KH0153 CAMPUS RM 1                          12.178 METERS 00143     |
 KH0154| KH0152 CAMPUS AZ MK                                       0021150.6 |
 KH0154| KH0155 CAMPUS RM 2                          13.046 METERS 17939     |
 KH0154| KH0785 OAKLEY MUNICIPAL TANK               APPROX. 4.9 KM 2910014.4 |
 KH0154| KH0784 OAKLEY ST JOSEPH CATH CH CROSS      APPROX. 5.2 KM 2930550.9 |
 KH0154|---------------------------------------------------------------------|
 KH0154
 KH0154                          SUPERSEDED SURVEY CONTROL
 KH0154
 KH0154  NAD 83(1986)-  39 06 46.95789(N)    100 47 39.37073(W) AD(       ) 3
 KH0154  NAD 27      -  39 06 46.92700(N)    100 47 37.84300(W) AD(       ) 3
 KH0154  NGVD 29 (??/??/92)  923.500  (m)         3029.85   (f) ADJ UNCH    1 2
 KH0154
 KH0154.Superseded values are not recommended for survey control.
 KH0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0154.See file dsdata.txt to determine how the superseded data were derived.
 KH0154
 KH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4487330854(NAD 83)
 KH0154_MARKER: DS = TRIANGULATION STATION DISK
 KH0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0154_STAMPING: CAMPUS 1950
 KH0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0154+STABILITY: SURFACE MOTION
 KH0154
 KH0154  HISTORY     - Date     Condition        Report By
 KH0154  HISTORY     - 1950     MONUMENTED       CGS
 KH0154  HISTORY     - 1953     GOOD             CGS
 KH0154  HISTORY     - 1953     GOOD             NGS
 KH0154  HISTORY     - 1963     GOOD             CGS
 KH0154  HISTORY     - 1986     MARK NOT FOUND   NGS
 KH0154
 KH0154                          STATION DESCRIPTION
 KH0154
 KH0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0154'THE STATION IS LOCATED ABOUT 3.5 MILES EAST-SOUTHEAST OF OAKLEY,
 KH0154'3.5 MILES WEST-SOUTHWEST OF THE CAMPUS RAILROAD STATION,
 KH0154'1.4 MILE SOUTH OF THE THOMAS-GOVE COUNTY LINE AND 1.0 MILE
 KH0154'EAST OF THE LOGAN-GOVE COUNTY LINE ALONG THE RIGHT-OF-WAY
 KH0154'OF A GRADED ROAD.  IT IS 32.0 FEET WEST OF THE CENTER OF
 KH0154'A GRADED ROAD, 4.5 FEET SOUTH OF A WITNESS POST AND 2.0
 KH0154'FEET EAST OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 KH0154'CAMPUS 1950.
 KH0154'
 KH0154'REFERENCE MARK NO. 1 IS 32.0 FEET WEST OF THE CENTER OF A
 KH0154'GRADED ROAD AND 2.0 FEET EAST OF A FENCE.  IT PROJECTS 2
 KH0154'INCHES AND IS STAMPED CAMPUS NO 1 1950.
 KH0154'
 KH0154'REFERENCE MARK NO. 2 IS 32.0 FEET WEST OF THE CENTER OF A
 KH0154'GRADED ROAD AND 2.0 FEET EAST OF A FENCE.  IT PROJECTS 2
 KH0154'INCHES AND IS STAMPED CAMPUS NO 2 1950.
 KH0154'
 KH0154'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0154'NO. 2 IS 82.75 FEET.
 KH0154'
 KH0154'THE AZIMUTH MARK IS LOCATED IN THE SOUTHEAST ANGLE OF A
 KH0154'CROSSROAD, 35.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 KH0154'NO. 40, 28.0 FEET EAST OF THE CENTER OF A GRADED ROAD AND
 KH0154'4.0 FEET WEST OF A POWERLINE POLE.  IT PROJECTS 4 INCHES
 KH0154'AND IS STAMPED CAMPUS 1950.
 KH0154'
 KH0154'TO REACH THE STATION FROM THE POST OFFICE IN OAKLEY, GO SOUTH
 KH0154'ON THE MAIN STREET FOR ABOUT ONE HALF BLOCK TO U.S. HIGHWAY
 KH0154'NO. 83 AND CITY ROUTE U.S. HIGHWAY NO. 40.  HERE TURN LEFT
 KH0154'AND GO EAST AND SOUTH ON U.S. HIGHWAY NO. 83 AND U.S. HIGHWAY
 KH0154'NO. 40 FOR 0.65 MILE TO THE INTERSECTION OF THESE HIGHWAYS.
 KH0154'HERE TURN LEFT AND GO EAST ON U.S. HIGHWAY NO. 40 FOR 2.95
 KH0154'MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHEAST
 KH0154'ANGLE AS DESCRIBED, TURN RIGHT AND GO SOUTH ON A GRADED ROAD
 KH0154'FOR 0.4 MILE TO THE TOP OF A RISE AND THE STATION ON THE
 KH0154'RIGHT AS DESCRIBED.
 KH0154
 KH0154                          STATION RECOVERY (1953)
 KH0154
 KH0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KH0154'1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0154'STATION AT OAKLEY, THENCE 0.3 MILE SOUTH ALONG A GRADED
 KH0154'DIRT ROAD, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 40,
 KH0154'THENCE 0.4 MILE SOUTH ALONG A GRADED DIRT ROAD, 0.3 MILE
 KH0154'NORTHWEST OF A RED BARN AND A WINDMILL, 240 FEET NORTH
 KH0154'OF THE CENTER LINE OF A FIELD ROAD LEADING WEST, 26.5 FEET
 KH0154'WEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 2.5 FEET EAST
 KH0154'OF A FENCE, 4.6 FEET SOUTHEAST OF A WITNESS POST, A
 KH0154'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 KH0154'WHICH IS FLUSH WITH THE GROUND, STAMPED CAMPUS 1950.
 KH0154'
 KH0154'CAMPUS R.M. 1 IS 39.9 FEET NORTH OF TRIANGULATION STATION
 KH0154'CAMPUS 1950, 279 FEET NORTH OF THE CENTER LINE OF A FIELD
 KH0154'ROAD LEADING WEST, 27 FEET WEST OF THE CENTER LINE OF A GRADED
 KH0154'DIRT ROAD, 3 FEET EAST OF A FENCE, A REFERENCE MARK DISK SET
 KH0154'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 KH0154'STAMPED CAMPUS NO 1 1950.
 KH0154'
 KH0154'CAMPUS R.M. 2 IS 42.8 FEET SOUTH OF TRIANGULATION STATION
 KH0154'CAMPUS 1950, 198 FEET NORTH OF THE CENTER LINE OF A FIELD
 KH0154'ROAD LEADING WEST, 27 FEET WEST OF THE CENTER LINE OF A
 KH0154'GRADED DIRT ROAD, 3 FEET EAST OF A FENCE, A REFERENCE MARK
 KH0154'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 KH0154'THE GROUND, STAMPED CAMPUS NO 2 1950.
 KH0154'
 KH0154'CAMPUS 1950 AZIMUTH IS 0.4 MILE NORTH OF TRIANGULATION STATION
 KH0154'CAMPUS 1950, 34 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 KH0154'40, 28 FEET EAST OF THE CENTER LINE OF A GRADED DIRT ROAD
 KH0154'LEADING SOUTH, 4.2 FEET WEST OF A POWER POLE, IN LINE WITH
 KH0154'A ROW OF POWER POLES, 0.7 FOOT SOUTH OF A WITNESS POST, AN
 KH0154'AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 KH0154'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED CAMPUS 1950.
 KH0154
 KH0154                          STATION RECOVERY (1953)
 KH0154
 KH0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KH0154'3.8 MI E FROM OAKLEY.
 KH0154'1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0154'STATION AT OAKLEY, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT
 KH0154'ROAD, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 40, THENCE
 KH0154'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD, 0.3 MILE NORTHWEST OF A
 KH0154'RED BARN AND A WINDMILL, 240 FEET NORTH OF THE CENTER LINE OF A
 KH0154'FIELD ROAD LEADING WEST, 26.5 FEET WEST OF THE CENTER LINE
 KH0154'OF A GRADED DIRT ROAD, 2.5 FEET EAST OF A FENCE, 4.6 FEET
 KH0154'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KH0154'WHICH IS FLUSH WITH THE GROUND.
 KH0154
 KH0154                          STATION RECOVERY (1963)
 KH0154
 KH0154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KH0154'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KH0154'FOUND IN GOOD CONDITION.  THE STATION MARK IS 166 FEET NORTH
 KH0154'OF THE NORTH RIGHT-OF-LINE ON INTERSTATE HIGHWAY 70, 31 FEET
 KH0154'FEET NORTH OF A TELEPHONE POLE, 4.5 FEET SOUTH-SOUTHEAST OF A
 KH0154'WITNESS POST, 2 FEET EAST OF A FENCE, AND MARKED BY A STEEL
 KH0154'POST.  REFERENCE MARK NO. 2 WHICH IS SOUTH OF THE STATION
 KH0154'WILL BE 123 FEET NORTH OF THE NORTH RIGHT-OF-WAY OF INTERSTATE
 KH0154'HIGHWAY 70, AND 10 FEET SOUTH OF A TELEPHONE POLE.
 KH0154
 KH0154                          STATION RECOVERY (1986)
 KH0154
 KH0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0154'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0152 ***********************************************************************
 KH0152  DESIGNATION -  CAMPUS AZ MK
 KH0152  PID         -  KH0152
 KH0152  STATE/COUNTY-  KS/GOVE
 KH0152  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0152
 KH0152                         *CURRENT SURVEY CONTROL
 KH0152  ___________________________________________________________________
 KH0152* NAD 83(1986)-  39 07 09.     (N)    100 47 38.     (W)     SCALED    
 KH0152* NAVD 88     -       920.993  (meters)    3021.62   (feet)  ADJUSTED  
 KH0152  ___________________________________________________________________
 KH0152  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 KH0152  DYNAMIC HT  -         920.263 (meters)    3019.23  (feet)  COMP
 KH0152  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 KH0152
 KH0152  VERT ORDER  -  FIRST     CLASS II
 KH0152
 KH0152.The horizontal coordinates were scaled from a topographic map and have
 KH0152.an estimated accuracy of +/- 6 seconds.
 KH0152
 KH0152.The orthometric height was determined by differential leveling
 KH0152.and adjusted by the National Geodetic Survey in June 1991..
 KH0152
 KH0152.The geoid height was determined by GEOID03.
 KH0152
 KH0152.The dynamic height is computed by dividing the NAVD 88
 KH0152.geopotential number by the normal gravity value computed on the
 KH0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0152.degrees latitude (g = 980.6199 gals.).
 KH0152
 KH0152.The modeled gravity was interpolated from observed gravity values.
 KH0152
 KH0152;                    North         East    Units  Estimated Accuracy
 KH0152;SPC KS N     -    90,960.      158,430.      MT  (+/- 180 meters Scaled)
 KH0152
 KH0152                          SUPERSEDED SURVEY CONTROL
 KH0152
 KH0152  NGVD 29 (??/??/92)  920.653  (m)         3020.51   (f) ADJ UNCH    1 2
 KH0152
 KH0152.Superseded values are not recommended for survey control.
 KH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0152.See file dsdata.txt to determine how the superseded data were derived.
 KH0152
 KH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ449315(NAD 83)
 KH0152_MARKER: DZ = AZIMUTH MARK DISK
 KH0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0152_SP_SET: CONCRETE POST
 KH0152_STAMPING: CAMPUS 1950
 KH0152_MARK LOGO: CGS   
 KH0152_PROJECTION: PROJECTING 5 CENTIMETERS
 KH0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0152+STABILITY: SURFACE MOTION
 KH0152
 KH0152  HISTORY     - Date     Condition        Report By
 KH0152  HISTORY     - 1950     MONUMENTED       CGS
 KH0152  HISTORY     - 1953     GOOD             NGS
 KH0152  HISTORY     - 1986     GOOD             NGS
 KH0152
 KH0152                          STATION DESCRIPTION
 KH0152
 KH0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0152'3.4 MI E FROM OAKLEY.
 KH0152'1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0152'AT OAKLEY, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 KH0152'2.0 MILES EAST ALONG U.S. HIGHWAY 40, 34 FEET SOUTH OF THE
 KH0152'CENTER LINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTER LINE
 KH0152'OF A GRADED DIRT ROAD LEADING SOUTH, 4.2 FEET WEST OF A POWER
 KH0152'POLE, IN LINE WITH A ROW OF POWER POLES, 0.7 FOOT SOUTH OF A
 KH0152'WITNESS POST, 0.4 MILE NORTH OF TRIANGULATION STATION CAMPUS
 KH0152'1950, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 KH0152'ABOVE THE GROUND.
 KH0152
 KH0152                          STATION RECOVERY (1986)
 KH0152
 KH0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0152'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  NEW
 KH0152'DESCRIPTION FOLLOWS.  4.73 KM (2.95 MI) EAST ALONG OLD US HIGHWAY 40
 KH0152'FROM THE JUNCTION OF US HIGHWAY 83 AT OAKLEY, IN THE SOUTHEAST CORNER
 KH0152'OF THE T JUNCTION OF A TRACK ROAD, 10.3 METERS (34 FT) SOUTH OF THE
 KH0152'HIGHWAY CENTERLINE, 8.5 METERS (28 FT) EAST OF THE CENTER OF THE ROAD
 KH0152'AND 1.3 METERS (4.5 FT) WEST OF A POWER POLE.
 KH0152'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KH0152'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0153 ***********************************************************************
 KH0153  DESIGNATION -  CAMPUS RM 1
 KH0153  PID         -  KH0153
 KH0153  STATE/COUNTY-  KS/GOVE
 KH0153  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0153
 KH0153                         *CURRENT SURVEY CONTROL
 KH0153  ___________________________________________________________________
 KH0153* NAD 83(1986)-  39 06 46.     (N)    100 47 39.     (W)     SCALED    
 KH0153* NAVD 88     -       923.778  (meters)    3030.76   (feet)  ADJUSTED  
 KH0153  ___________________________________________________________________
 KH0153  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 KH0153  DYNAMIC HT  -         923.047 (meters)    3028.36  (feet)  COMP
 KH0153  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 KH0153
 KH0153  VERT ORDER  -  FIRST     CLASS II
 KH0153
 KH0153.The horizontal coordinates were scaled from a topographic map and have
 KH0153.an estimated accuracy of +/- 6 seconds.
 KH0153
 KH0153.The orthometric height was determined by differential leveling
 KH0153.and adjusted by the National Geodetic Survey in June 1991..
 KH0153
 KH0153.The geoid height was determined by GEOID03.
 KH0153
 KH0153.The dynamic height is computed by dividing the NAVD 88
 KH0153.geopotential number by the normal gravity value computed on the
 KH0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0153.degrees latitude (g = 980.6199 gals.).
 KH0153
 KH0153.The modeled gravity was interpolated from observed gravity values.
 KH0153
 KH0153;                    North         East    Units  Estimated Accuracy
 KH0153;SPC KS N     -    90,260.      158,380.      MT  (+/- 180 meters Scaled)
 KH0153
 KH0153                          SUPERSEDED SURVEY CONTROL
 KH0153
 KH0153  NGVD 29 (??/??/92)  923.438  (m)         3029.65   (f) ADJ UNCH    1 2
 KH0153
 KH0153.Superseded values are not recommended for survey control.
 KH0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0153.See file dsdata.txt to determine how the superseded data were derived.
 KH0153
 KH0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ448308(NAD 83)
 KH0153_MARKER: DR = REFERENCE MARK DISK
 KH0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0153_STAMPING: CAMPUS NO 1 1950
 KH0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0153+STABILITY: SURFACE MOTION
 KH0153
 KH0153  HISTORY     - Date     Condition        Report By
 KH0153  HISTORY     - 1950     MONUMENTED       CGS
 KH0153  HISTORY     - 1953     GOOD             NGS
 KH0153  HISTORY     - 1986     MARK NOT FOUND   NGS
 KH0153
 KH0153                          STATION DESCRIPTION
 KH0153
 KH0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0153'3.8 MI E FROM OAKLEY.
 KH0153'1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0153'STATION AT OAKLEY, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT
 KH0153'ROAD, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 40, THENCE 0.4
 KH0153'MILE SOUTH ALONG A GRADED DIRT ROAD, 0.3 MILE NORTHWEST OF A
 KH0153'RED BARN AND A WINDMILL, 279 FEET NORTH OF THE CENTER LINE OF A
 KH0153'FIELD ROAD LEADING WEST, 39.9 FEET NORTH OF TRIANGULATION STATION
 KH0153'CAMPUS 1950, 27 FEET WEST OF THE CENTER LINE OF A GRADED DIRT
 KH0153'ROAD, 3 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 KH0153'POST WHICH IS FLUSH WITH THE GROUND.
 KH0153
 KH0153                          STATION RECOVERY (1986)
 KH0153
 KH0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0153'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0155 ***********************************************************************
 KH0155  DESIGNATION -  CAMPUS RM 2
 KH0155  PID         -  KH0155
 KH0155  STATE/COUNTY-  KS/GOVE
 KH0155  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0155
 KH0155                         *CURRENT SURVEY CONTROL
 KH0155  ___________________________________________________________________
 KH0155* NAD 83(1986)-  39 06 46.     (N)    100 47 39.     (W)     SCALED    
 KH0155* NAVD 88     -       923.690  (meters)    3030.47   (feet)  ADJUSTED  
 KH0155  ___________________________________________________________________
 KH0155  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 KH0155  DYNAMIC HT  -         922.959 (meters)    3028.07  (feet)  COMP
 KH0155  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 KH0155
 KH0155  VERT ORDER  -  FIRST     CLASS II
 KH0155
 KH0155.The horizontal coordinates were scaled from a topographic map and have
 KH0155.an estimated accuracy of +/- 6 seconds.
 KH0155
 KH0155.The orthometric height was determined by differential leveling
 KH0155.and adjusted by the National Geodetic Survey in June 1991..
 KH0155
 KH0155.The geoid height was determined by GEOID03.
 KH0155
 KH0155.The dynamic height is computed by dividing the NAVD 88
 KH0155.geopotential number by the normal gravity value computed on the
 KH0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0155.degrees latitude (g = 980.6199 gals.).
 KH0155
 KH0155.The modeled gravity was interpolated from observed gravity values.
 KH0155
 KH0155;                    North         East    Units  Estimated Accuracy
 KH0155;SPC KS N     -    90,260.      158,380.      MT  (+/- 180 meters Scaled)
 KH0155
 KH0155                          SUPERSEDED SURVEY CONTROL
 KH0155
 KH0155  NGVD 29 (??/??/92)  923.350  (m)         3029.36   (f) ADJ UNCH    1 2
 KH0155
 KH0155.Superseded values are not recommended for survey control.
 KH0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0155.See file dsdata.txt to determine how the superseded data were derived.
 KH0155
 KH0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ448308(NAD 83)
 KH0155_MARKER: DR = REFERENCE MARK DISK
 KH0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0155_STAMPING: CAMPUS NO 2 1950
 KH0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0155+STABILITY: SURFACE MOTION
 KH0155
 KH0155  HISTORY     - Date     Condition        Report By
 KH0155  HISTORY     - 1950     MONUMENTED       CGS
 KH0155  HISTORY     - 1953     GOOD             NGS
 KH0155  HISTORY     - 1986     MARK NOT FOUND   NGS
 KH0155
 KH0155                          STATION DESCRIPTION
 KH0155
 KH0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0155'3.8 MI E FROM OAKLEY.
 KH0155'1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0155'STATION AT OAKLEY, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT
 KH0155'ROAD, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 40, THENCE 0.4
 KH0155'MILE SOUTH ALONG A GRADED DIRT ROAD, 0.3 MILE NORTHWEST OF A
 KH0155'RED BARN AND WINDMILL, 198 FEET NORTH OF THE CENTER LINE OF A
 KH0155'FIELD ROAD LEADING WEST, 42.8 FEET SOUTH OF TRIANGULATION
 KH0155'STATION CAMPUS 1950, 27 FEET WEST OF THE CENTER LINE OF A
 KH0155'GRADED DIRT ROAD, 3 FEET EAST OF A FENCE, SET IN THE TOP OF A
 KH0155'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KH0155
 KH0155                          STATION RECOVERY (1986)
 KH0155
 KH0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0851 ***********************************************************************
 HE0851  DESIGNATION -  CANEY
 HE0851  PID         -  HE0851
 HE0851  STATE/COUNTY-  KS/MONTGOMERY
 HE0851  USGS QUAD   -  CANEY (1984)
 HE0851
 HE0851                         *CURRENT SURVEY CONTROL
 HE0851  ___________________________________________________________________
 HE0851* NAD 83(1997)-  37 01 41.95500(N)    095 57 15.09883(W)     ADJUSTED  
 HE0851* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 HE0851  ___________________________________________________________________
 HE0851  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HE0851  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HE0851
 HE0851  HORZ ORDER  -  FIRST
 HE0851
 HE0851.The horizontal coordinates were established by classical geodetic methods
 HE0851.and adjusted by the National Geodetic Survey in October 1998..
 HE0851
 HE0851.The orthometric height was scaled from a topographic map.
 HE0851
 HE0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0851
 HE0851.The geoid height was determined by GEOID03.
 HE0851
 HE0851;                    North         East     Units Scale Factor Converg.
 HE0851;SPC KS S     -   443,231.517   626,506.764   MT  1.00005539   +1 33 52.1
 HE0851;SPC OK N     -   226,979.177   782,030.168   MT  1.00005822   +1 12 26.4
 HE0851;SPC OK N     -   744,680.85  2,565,710.64   sFT  1.00005822   +1 12 26.4
 HE0851;UTM  15      - 4,102,095.972   237,212.679   MT  1.00045080   -1 46 48.2
 HE0851;UTM  14      - 4,102,353.233   770,938.645   MT  1.00050441   +1 50 07.2
 HE0851
 HE0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0851!SPC KS S     -   0.99996366  x   1.00005539  =   1.00001905
 HE0851!SPC OK N     -   0.99996366  x   1.00005822  =   1.00002188
 HE0851!UTM  15      -   0.99996366  x   1.00045080  =   1.00041445
 HE0851!UTM  14      -   0.99996366  x   1.00050441  =   1.00046806
 HE0851
 HE0851|---------------------------------------------------------------------|
 HE0851| PID    Reference Object                     Distance      Geod. Az  |
 HE0851|                                                           dddmmss.s |
 HE0851| CL4407 CANEY RM 1                           10.605 METERS 03038     |
 HE0851| CL4406 CANEY AZ MK                                        0851201.2 |
 HE0851| HE0849 CANEY SINCLAIR PLINE MICROWAVE      APPROX. 5.5 KM 1090125.0 |
 HE0851| CL4408 CANEY RM 2                            9.591 METERS 26555     |
 HE0851|---------------------------------------------------------------------|
 HE0851
 HE0851                          SUPERSEDED SURVEY CONTROL
 HE0851
 HE0851  NAD 83(1997)-  37 01 41.95726(N)    095 57 15.09750(W) AD(       ) 1
 HE0851  NAD 83(1986)-  37 01 41.97109(N)    095 57 15.07697(W) AD(       ) 1
 HE0851  NAD 27      -  37 01 41.70993(N)    095 57 14.14040(W) AD(       ) 1
 HE0851
 HE0851.Superseded values are not recommended for survey control.
 HE0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0851.See file dsdata.txt to determine how the superseded data were derived.
 HE0851
 HE0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB3721302096(NAD 83)
 HE0851_MARKER: DS = TRIANGULATION STATION DISK
 HE0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0851
 HE0851  HISTORY     - Date     Condition        Report By
 HE0851  HISTORY     - 1962     MONUMENTED       CGS
 HE0851
 HE0851                          STATION DESCRIPTION
 HE0851
 HE0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HE0851'STATION IS AT THE SITE OF THE CITY WATER WORKS, ABOUT 1-1/2
 HE0851'MILES NORTHWEST OF CANEY.
 HE0851'
 HE0851'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND 166 AT THE
 HE0851'NORTH EDGE OF CANEY, GO WEST ON SURFACED ROAD FOR 1/1 MILES TO
 HE0851'A BRIDGE OVER THE CANEY RIVER.  CROSS BRIDGE AND GO NORTH
 HE0851'ON PAVED ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TO REACH
 HE0851'THE AZIMUTH MARK CONTINUE NORTH FOR 0.1 MILE TO THE MARK ON
 HE0851'THE RIGHT.  TURN LEFT ON DIRT ROAD AND GO WEST FOR 0.4 MILE TO
 HE0851'A FORK.  TAKE THE RIGHT FORK AND GO NORTHERLY UPHILL ON GRADED
 HE0851'ROAD FOR 0.3 MILE TO THE TOP OF THE HILL, THE WATER WORKS AND
 HE0851'THE STATION.
 HE0851'
 HE0851'STATION MARK IS A STANDARD DISK, STAMPED CANEY 1962, SET IN
 HE0851'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE0851'SURROUNDING SURFACE.  IT IS 44 FEET SOUTH-SOUTHEAST OF THE
 HE0851'SOUTHEAST CORNER OF A BRICK BUILDING, 44 FEET SOUTHEAST OF THE
 HE0851'CENTERLINE OF CONCRETE STEPS LEADING TO THE BRICK BUILDING, 32.5
 HE0851'FEET EAST OF THE EAST GATE POST OF A METAL GATE AND 3.6 FEET
 HE0851'NORTH OF A WIRE FENCE.
 HE0851'
 HE0851'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CANEY NO 1 1962,
 HE0851'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 HE0851'THE SURROUNDING SURFACE.  IT IS 52 FEET EAST OF THE CENTERLINE
 HE0851'OF THE STEPS, 28 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HE0851'THE BUILDING AND 8 FEET WEST OF THE FENCE.  IT IS ABOUT THE
 HE0851'SAME ELEVATION AS THE STATION.
 HE0851'
 HE0851'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CANEY NO 2 1962, SET
 HE0851'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE0851'SURROUNDING SURFACE.  IT IS 52 FEET SOUTHWEST OF THE SOUTHEAST
 HE0851'CORNER OF THE BUILDING, 30 FEET SOUTH OF THE CENTERLINE OF THE
 HE0851'STEPS, 1 FOOT NORTH OF THE FENCE AND 1 FOOT NORTHEAST OF THE EAST
 HE0851'GATE POST.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 HE0851'
 HE0851'AZIMUTH MARK IS A STANDARD DISK, STAMPED CANEY 1962, SET IN
 HE0851'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 HE0851'IT IS 31 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, 26
 HE0851'FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 19 FEET NORTH OF THE
 HE0851'NORTH END OF A CONCRETE CULVERT AND 1.6 FEET NORTH OF A WITNESS
 HE0851'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0850 ***********************************************************************
 HE0850  DESIGNATION -  CANEY MUNICIPAL STANDPIPE
 HE0850  PID         -  HE0850
 HE0850  STATE/COUNTY-  KS/MONTGOMERY
 HE0850  USGS QUAD   -  CANEY (1984)
 HE0850
 HE0850                         *CURRENT SURVEY CONTROL
 HE0850  ___________________________________________________________________
 HE0850* NAD 83(1997)-  37 01 43.79092(N)    095 57 16.06174(W)     ADJUSTED  
 HE0850* NAVD 88     -                                                        
 HE0850  ___________________________________________________________________
 HE0850  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HE0850  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HE0850
 HE0850  HORZ ORDER  -  THIRD
 HE0850
 HE0850.The horizontal coordinates were established by classical geodetic methods
 HE0850.and adjusted by the National Geodetic Survey in October 1998..
 HE0850
 HE0850
 HE0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0850
 HE0850.The geoid height was determined by GEOID03.
 HE0850
 HE0850;                    North         East     Units Scale Factor Converg.
 HE0850;SPC KS S     -   443,287.446   626,481.427   MT  1.00005525   +1 33 51.5
 HE0850;SPC OK N     -   227,035.263   782,005.180   MT  1.00005835   +1 12 25.8
 HE0850;SPC OK N     -   744,864.86  2,565,628.66   sFT  1.00005835   +1 12 25.8
 HE0850;UTM  15      - 4,102,153.306   237,190.639   MT  1.00045095   -1 46 48.9
 HE0850;UTM  14      - 4,102,409.067   770,913.032   MT  1.00050424   +1 50 06.7
 HE0850
 HE0850                          SUPERSEDED SURVEY CONTROL
 HE0850
 HE0850  NAD 83(1997)-  37 01 43.79311(N)    095 57 16.06054(W) AD(       ) 4
 HE0850  NAD 83(1986)-  37 01 43.80698(N)    095 57 16.04020(W) AD(       ) 4
 HE0850  NAD 27      -  37 01 43.54590(N)    095 57 15.10202(W) AD(       ) 3
 HE0850
 HE0850.Superseded values are not recommended for survey control.
 HE0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0850.See file dsdata.txt to determine how the superseded data were derived.
 HE0850
 HE0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB3719102153(NAD 83)
 HE0850_MARKER: 52 = STANDPIPE TANK
 HE0850
 HE0850  HISTORY     - Date     Condition        Report By
 HE0850  HISTORY     - 1963     FIRST OBSERVED   CGS
 HE0850
 HE0850                          STATION DESCRIPTION
 HE0850
 HE0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 HE0850'THE STATION IS THE CENTER OF THE TOP OF A 65 FOOT HIGH STEEL
 HE0850'TANK.  IT IS 3/4 MILE NORTHWEST OF CANEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0849 ***********************************************************************
 HE0849  DESIGNATION -  CANEY SINCLAIR PLINE MICROWAVE
 HE0849  PID         -  HE0849
 HE0849  STATE/COUNTY-  KS/MONTGOMERY
 HE0849  USGS QUAD   -  CANEY (1984)
 HE0849
 HE0849                         *CURRENT SURVEY CONTROL
 HE0849  ___________________________________________________________________
 HE0849* NAD 83(1997)-  37 00 43.97470(N)    095 53 45.59003(W)     ADJUSTED  
 HE0849* NAVD 88     -                                                        
 HE0849  ___________________________________________________________________
 HE0849  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HE0849  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HE0849
 HE0849  HORZ ORDER  -  THIRD
 HE0849
 HE0849.The horizontal coordinates were established by classical geodetic methods
 HE0849.and adjusted by the National Geodetic Survey in October 1998..
 HE0849
 HE0849
 HE0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0849
 HE0849.The geoid height was determined by GEOID03.
 HE0849
 HE0849;                    North         East     Units Scale Factor Converg.
 HE0849;SPC KS S     -   441,587.739   631,733.273   MT  1.00005975   +1 36 00.8
 HE0849;SPC OK N     -   225,302.790   787,246.301   MT  1.00005403   +1 14 30.0
 HE0849;SPC OK N     -   739,180.90  2,582,823.91   sFT  1.00005403   +1 14 30.0
 HE0849;UTM  15      - 4,100,149.346   242,336.317   MT  1.00041795   -1 44 39.5
 HE0849
 HE0849                          SUPERSEDED SURVEY CONTROL
 HE0849
 HE0849  NAD 83(1997)-  37 00 43.97739(N)    095 53 45.58890(W) AD(       ) 4
 HE0849  NAD 83(1986)-  37 00 43.99101(N)    095 53 45.56819(W) AD(       ) 4
 HE0849  NAD 27      -  37 00 43.71902(N)    095 53 44.63981(W) AD(       ) 3
 HE0849
 HE0849.Superseded values are not recommended for survey control.
 HE0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0849.See file dsdata.txt to determine how the superseded data were derived.
 HE0849
 HE0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB4233600149(NAD 83)
 HE0849_MARKER: 44 = MICROWAVE MAST
 HE0849
 HE0849  HISTORY     - Date     Condition        Report By
 HE0849  HISTORY     - 1963     FIRST OBSERVED   CGS
 HE0849
 HE0849                          STATION DESCRIPTION
 HE0849
 HE0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 HE0849'THE STATION IS THE TOP CENTER OF A 150 FOOT HIGH LACED STEEL
 HE0849'MAST, LOCATED ABOUT 1 MILE EAST OF CANEY AND 1 MILE SOUTH
 HE0849'OF U.S. HIGHWAY 166.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0790 ***********************************************************************
 KH0790  DESIGNATION -  CANNON
 KH0790  PID         -  KH0790
 KH0790  STATE/COUNTY-  KS/THOMAS
 KH0790  USGS QUAD   -  HALFORD (1979)
 KH0790
 KH0790                         *CURRENT SURVEY CONTROL
 KH0790  ___________________________________________________________________
 KH0790* NAD 83(1997)-  39 19 07.03660(N)    100 52 14.42668(W)     ADJUSTED  
 KH0790* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 KH0790  ___________________________________________________________________
 KH0790  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 KH0790  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 KH0790
 KH0790  HORZ ORDER  -  THIRD
 KH0790
 KH0790.The horizontal coordinates were established by classical geodetic methods
 KH0790.and adjusted by the National Geodetic Survey in October 1998..
 KH0790
 KH0790.The orthometric height was scaled from a topographic map.
 KH0790
 KH0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0790
 KH0790.The geoid height was determined by GEOID03.
 KH0790
 KH0790;                    North         East     Units Scale Factor Converg.
 KH0790;SPC KS N     -   113,301.925   152,494.949   MT  0.99995755   -1 48 58.7
 KH0790;UTM  14      - 4,353,803.695   338,738.346   MT  0.99992020   -1 11 08.1
 KH0790
 KH0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0790!SPC KS N     -   0.99985573  x   0.99995755  =   0.99981328
 KH0790!UTM  14      -   0.99985573  x   0.99992020  =   0.99977594
 KH0790
 KH0790:                Primary Azimuth Mark                     Grid Az
 KH0790:SPC KS N     -  CANNON AZ MK                             003 46 52.1
 KH0790:UTM  14      -  CANNON AZ MK                             003 09 01.5
 KH0790
 KH0790|---------------------------------------------------------------------|
 KH0790| PID    Reference Object                     Distance      Geod. Az  |
 KH0790|                                                           dddmmss.s |
 KH0790| CN8050 CANNON AZ MK                                       0015753.4 |
 KH0790| CN8051 CANNON AZ MK RESET                                 0045622.8 |
 KH0790| CN8053 CANNON RM 2                          18.760 METERS 08920     |
 KH0790| CN8054 CANNON RM 3                          32.550 METERS 18123     |
 KH0790| KH0794 MINGO FARMERS COOP ELEVATOR         APPROX. 9.0 KM 2393231.7 |
 KH0790| CN8052 CANNON RM 1                          12.220 METERS 35933     |
 KH0790|---------------------------------------------------------------------|
 KH0790
 KH0790                          SUPERSEDED SURVEY CONTROL
 KH0790
 KH0790  NAD 83(1986)-  39 19 07.03911(N)    100 52 14.42956(W) AD(       ) 3
 KH0790  NAD 27      -  39 19 07.02300(N)    100 52 12.89000(W) AD(       ) 3
 KH0790
 KH0790.Superseded values are not recommended for survey control.
 KH0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0790.See file dsdata.txt to determine how the superseded data were derived.
 KH0790
 KH0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3873853804(NAD 83)
 KH0790_MARKER: DS = TRIANGULATION STATION DISK
 KH0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0790
 KH0790  HISTORY     - Date     Condition        Report By
 KH0790  HISTORY     - 1951     MONUMENTED       CGS
 KH0790  HISTORY     - 1959     GOOD             CGS
 KH0790
 KH0790                          STATION DESCRIPTION
 KH0790
 KH0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0790'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF HALFORD,
 KH0790'31 FEET EAST OF U.S. HIGHWAY 83, 9 FEET NORTH OF THE NORTH
 KH0790'END OF GATE, AND 3 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 KH0790'IT PROJECTS 4 INCHES AND IS STAMPED CANNON 1951.
 KH0790'
 KH0790'REFERENCE MARK NO. 1 IS 32 FEET WEST OF HIGHWAY, AND 1 FOOT
 KH0790'EAST OF A TELEPHONE POLE.  IT PROJECTS 2 INCHES AND IS STAMPED
 KH0790'CANNON NO 1 1951.
 KH0790'
 KH0790'REFERENCE MARK NO. 2 IS 53 FEET SOUTH OF FENCE CORNER AND
 KH0790'32 FEET EAST OF CENTER OF U.S. HIGHWAY 83.  IT PROJECTS 3
 KH0790'INCHES AND IS STAMPED CANNON NO 2 1951.
 KH0790'
 KH0790'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 73.3 FEET.
 KH0790'
 KH0790'THE AZIMUTH MARK IS 32 FEET EAST OF CENTER OF U.S. HIGHWAY
 KH0790'83, 15 FEET SOUTH OF APPROACH INTO FIELD AND 1 FOOT SOUTHWEST
 KH0790'OF GATE POST.  IT PROJECTS 5 INCHES AND IS STAMPED CANNON
 KH0790'1951.
 KH0790'
 KH0790'TO REACH THE STATION FROM THE POST OFFICE IN HALFORD GO SOUTH
 KH0790'ON U.S. HIGHWAY 83 FOR 3.1 MILES TO THE AZIMUTH MARK ON THE
 KH0790'LEFT AS DESCRIBED, THENCE CONTINUE SOUTH ON U.S. HIGHWAY 83
 KH0790'FOR 0.45 MILE TO STATION ON THE RIGHT.
 KH0790
 KH0790                          STATION RECOVERY (1959)
 KH0790
 KH0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KH0790'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KH0790'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY
 KH0790'383 AND STATE HIGHWAY 83 WILL DESTROY THE AZIMUTH MARK AND
 KH0790'REFERENCE MARK NO. 2.  THEY WERE MOVED AT THE REQUEST OF
 KH0790'THE STATE HIGHWAY DEPT.  A COMPLETE DESCRIPTION FOLLOWS.
 KH0790'
 KH0790'STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF COLBY,
 KH0790'8 MILES WEST-SOUTHWEST OF MENLO, AND 3 AND 1/2 MILES SOUTH
 KH0790'OF THE VILLAGE OF HALFORD ON THE WEST RIGHT-OF-WAY OF U.S.
 KH0790'HIGHWAYS 83 AND 383, 130 FEET WEST OF THE CENTER OF THE
 KH0790'HIGHWAY, 40 FEET SOUTH OF A TELEPHONE POLE, AND 1 FOOT NORTH
 KH0790'OF A NEW WITNESS SIGN POST.  THE MARK PROJECTS 1 INCH AND THE
 KH0790'STATION IS STAMPED CANNON 1951.
 KH0790'
 KH0790'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE SMALL
 KH0790'VILLAGE OF HALFORD WHICH IS ABOUT A MILE SOUTH OF THE JUNCTION
 KH0790'OF U.S. HIGHWAY 24, GO SOUTH ON U.S. HIGHWAYS 83 AND 383 FOR
 KH0790'3.0 MILES TO A GATE ON THE LEFT AND THE AZIMUTH MARK.  CONTINUE
 KH0790'SOUTH ON THE HIGHWAY FOR 0.45 MILE TO THE STATION ON THE RIGHT
 KH0790'AS DESCRIBED.
 KH0790'
 KH0790'REFERENCE MARK NO. 1 IS 130 FEET WEST OF THE CENTER OF U.S.
 KH0790'HIGHWAYS 83 AND 383 AND 1 FOOT EAST OF A TELEPHONE POLE.
 KH0790'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED CANNON
 KH0790'NO 1 1951.
 KH0790'
 KH0790'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION, 130 FEET WEST
 KH0790'OF THE CENTER OF U.S. HIGHWAYS 83 AND 383, AND 2 FEET NORTH
 KH0790'OF A TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE
 KH0790'DISK IS STAMPED CANNON NO 3 1951.
 KH0790'
 KH0790'AZIMUTH MARK IS 0.45 MILE NORTH OF THE STATION, 60 FEET EAST
 KH0790'OF THE CENTER OF U.S. HIGHWAYS 83 AND 383, 3 FEET SOUTH OF
 KH0790'THE SOUTH GATE POST IN EAST RIGHT-OF-WAY FENCE, AND 1 FOOT
 KH0790'WEST OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 KH0790'STAMPED CANNON 1951 RESET 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1425 ***********************************************************************
 HF1425  DESIGNATION -  CANTON
 HF1425  PID         -  HF1425
 HF1425  STATE/COUNTY-  KS/HARPER
 HF1425  USGS QUAD   -  ADAMS (1971)
 HF1425
 HF1425                         *CURRENT SURVEY CONTROL
 HF1425  ___________________________________________________________________
 HF1425* NAD 83(1997)-  37 23 07.74410(N)    097 58 26.67502(W)     ADJUSTED  
 HF1425* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 HF1425  ___________________________________________________________________
 HF1425  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 HF1425  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 HF1425
 HF1425  HORZ ORDER  -  SECOND
 HF1425
 HF1425.The horizontal coordinates were established by classical geodetic methods
 HF1425.and adjusted by the National Geodetic Survey in October 1998..
 HF1425
 HF1425.The orthometric height was scaled from a topographic map.
 HF1425
 HF1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1425
 HF1425.The geoid height was determined by GEOID03.
 HF1425
 HF1425;                    North         East     Units Scale Factor Converg.
 HF1425;SPC KS S     -   479,909.401   446,574.720   MT  0.99997876   +0 19 23.5
 HF1425;UTM  14      - 4,138,130.539   590,821.054   MT  0.99970160   +0 37 22.6
 HF1425
 HF1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1425!SPC KS S     -   0.99992990  x   0.99997876  =   0.99990866
 HF1425!UTM  14      -   0.99992990  x   0.99970160  =   0.99963152
 HF1425
 HF1425|---------------------------------------------------------------------|
 HF1425| PID    Reference Object                     Distance      Geod. Az  |
 HF1425|                                                           dddmmss.s |
 HF1425| CL4410 CANTON RM 1                          20.478 METERS 00420     |
 HF1425| HF1414 NORWICH MUNICIPAL TANK              APPROX.13.7 KM 0553423.4 |
 HF1425| CL4409 CANTON AZ MK                                       0895951.0 |
 HF1425| CL4411 CANTON RM 2                          27.522 METERS 09046     |
 HF1425|---------------------------------------------------------------------|
 HF1425
 HF1425                          SUPERSEDED SURVEY CONTROL
 HF1425
 HF1425  NAD 83(1997)-  37 23 07.74908(N)    097 58 26.67660(W) AD(       ) 2
 HF1425  NAD 83(1986)-  37 23 07.75172(N)    097 58 26.67132(W) AD(       ) 2
 HF1425  NAD 27      -  37 23 07.68814(N)    097 58 25.45859(W) AD(       ) 2
 HF1425
 HF1425.Superseded values are not recommended for survey control.
 HF1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1425.See file dsdata.txt to determine how the superseded data were derived.
 HF1425
 HF1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9082138131(NAD 83)
 HF1425_MARKER: DS = TRIANGULATION STATION DISK
 HF1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1425
 HF1425  HISTORY     - Date     Condition        Report By
 HF1425  HISTORY     - 1957     MONUMENTED       CGS
 HF1425  HISTORY     - 1962     GOOD             CGS
 HF1425  HISTORY     - 1962     GOOD             CGS
 HF1425
 HF1425                          STATION DESCRIPTION
 HF1425
 HF1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1425'STATION IS LOCATED, AIRLINE, ABOUT 7-1/2 MILES NORTH NORTHEAST
 HF1425'OF HARPER, 5-1/2 MILES EAST OF DUGJOIN, ON THE NORTH RIGHT-OF-WAY
 HF1425'OF A GRAVELED ROAD AND ON THE HIGHEST POINT OF AN AREA OF ROLLING
 HF1425'HILLS.
 HF1425'
 HF1425'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S. HIGHWAY
 HF1425'160 AND STATE HIGHWAY 2 AT THE SOUTHEAST EDGE OF HARPER, GO
 HF1425'NORTHEAST ON HIGHWAY 2 FOR 2.7 MILES TO A CROSSROAD, TURN LEFT,
 HF1425'NORTH, ON A GRAVELED ROAD, AND GO 5.0 MILES TO A T ROAD
 HF1425'INTERSECTION, TURN RIGHT, EAST, AND GO 0.6 MILE TO THE CREST
 HF1425'OF THE HILL AND THE STATION ON THE LEFT AT A GATE INTO THE
 HF1425'PASTURE.
 HF1425'
 HF1425'STATION MARK, STAMPED CANTON 1957, IS A STANDARD DISK SET IN
 HF1425'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 HF1425'IT IS 25.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 19.0 FEET
 HF1425'EAST OF THE CENTERLINE OF THE TRACK ROAD INTO THE PASTURE, 4.5
 HF1425'FEET SOUTH OF A FENCELINE AND 8.0 FEET EAST SOUTHEAST OF A
 HF1425'WITNESS POST.
 HF1425'
 HF1425'REFERENCE MARK NUMBER 1, STAMPED CANTON NO 1 1957, IS A
 HF1425'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 HF1425'THAT PROJECTS 1 INCH AND IS AT THE SAME ELEVATION AS THE
 HF1425'STATION.  IT IS 6.5 FEET EAST OF THE CENTERLINE OF THE TRACK
 HF1425'ROAD INTO THE PASTURE.
 HF1425'
 HF1425'REFERENCE MARK NUMBER 2, STAMPED CANTON NO 2 1957, IS A
 HF1425'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 HF1425'THAT PROJECTS 1 INCH AND IS AT THE SAME ELEVATION AS THE STATION.
 HF1425'IT IS 25.3 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 4.5
 HF1425'FEET SOUTH OF A FENCELINE.
 HF1425'
 HF1425'AZIMUTH MARK, STAMPED CANTON 1957, IS A STANDARD DISK SET IN
 HF1425'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 HF1425'INCHES.  TO REACH FROM THE STATION, GO EAST FOR 0.2 MILE TO THE
 HF1425'FIRST LITTLE HILL AND THE AZIMUTH MARK ON THE LEFT, 25.3 FEET
 HF1425'NORTH OF THE CENTERLINE OF THE ROAD, 6.0 FEET SOUTH OF A
 HF1425'FENCELINE AND ABOUT 150 FEET EAST OF A T ROAD INTERSECTION.
 HF1425'
 HF1425'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HF1425
 HF1425                          STATION RECOVERY (1962)
 HF1425
 HF1425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (REA)
 HF1425'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HF1425'
 HF1425'A METAL WITNESS POST HAS BEEN SET 4 FEET NORTH OF THE STATION
 HF1425'MARK.
 HF1425'
 HF1425'A METAL WITNESS POST HAS BEEN SET 1 FOOT EAST OF THE AZIMUTH
 HF1425'MARK.
 HF1425
 HF1425                          STATION RECOVERY (1962)
 HF1425
 HF1425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1425'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 HF1425'DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.  THE DIRECTION
 HF1425'TO THE AZIMUTH MARK MISSED THE 1957 DIRECTION BY 10.6 SECONDS.
 HF1425'
 HF1425'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HF1425'
 HF1425'THE STATION IS APPROXIMATELY 8-1/2 MILES SOUTHWEST OF NORWICH,
 HF1425'7-3/4 MILES NORTHEAST OF HARPER, ON THE NORTH RIGHT-OF-WAY
 HF1425'OF A DIRT ROAD AND ON THE HIGHEST POINT IN AN AREA OF ROLLING
 HF1425'HILLS.
 HF1425'
 HF1425'TO REACH THE STATION FROM THE POST OFFICE IN NORWICH, GO NORTH
 HF1425'ON A GRAVELED STREET FOR 0.1 MILE TO THE INTERSECTION OF STATE
 HF1425'HIGHWAY 42.  TURN LEFT, WEST, ON HIGHWAY 42 FOR 7.1 MILES TO A
 HF1425'SCHOOL ON THE RIGHT, IN THE SMALL VILLAGE OF ADAMS.  CONTINUE
 HF1425'WEST ON HIGHWAY 42 FOR 0.65 MILE TO A CROSSROAD.  TURN LEFT,
 HF1425'SOUTH, ON A BLACKTOP ROAD FOR 5.0 MILES TO WHERE THE MAIN ROAD
 HF1425'BEARS LEFT.  BEAR LEFT, EAST, FOR 0.05 MILE TO WHERE THE MAIN
 HF1425'ROAD BEARS RIGHT AND A DIRT ROAD STRAIGHT AHEAD.  CONTINUE
 HF1425'EAST ON THE DIRT ROAD FOR 0.7 MILE TO THE TOP OF A HILL, THE
 HF1425'STATION AND A GATE ON THE LEFT.
 HF1425'
 HF1425'STATION MARK IS A STANDARD DISK STAMPED CANTON 1957.  THE SURFACE
 HF1425'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HF1425'OF THE GROUND.  IT IS 24 FEET NORTH OF THE CENTER OF THE DIRT
 HF1425'ROAD, 19 FEET EAST OF THE CENTER OF A WIRE GATE, 8 FEET EAST OF
 HF1425'A WOODEN WITNESS POST AND 4.6 FEET SOUTH OF A METAL WITNESS POST
 HF1425'WHICH IS SET IN A FENCELINE.  THE UNDERGROUND DISK WAS NOT
 HF1425'INSPECTED BY THIS PARTY.
 HF1425'
 HF1425'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CANTON NO 1 1957,
 HF1425'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HF1425'GROUND.  IT IS 63 FEET NORTH OF THE METAL WITNESS POST AND 5
 HF1425'FEET EAST OF THE CENTER OF A TRACK ROAD, AND IN THE PASTURE
 HF1425'LAND.
 HF1425'
 HF1425'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CANTON NO 2
 HF1425'1957, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HF1425'OF THE GROUND.  IT IS 25 FEET NORTH OF THE CENTER OF THE DIRT
 HF1425'ROAD AND 4.5 FEET SOUTH OF THE FENCE.
 HF1425'
 HF1425'AZIMUTH MARK, A STANDARD DISK STAMPED CANTON 1957, IS SET IN A
 HF1425'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 25 FEET NORTH OF
 HF1425'THE CENTER OF THE DIRT ROAD, 6 FEET SOUTH OF A FENCE, 1.3 FEET
 HF1425'WEST OF A METAL WITNESS POST AND ON THE NORTH RIGHT-OF-WAY
 HF1425'OF THE DIRT ROAD.
 HF1425'
 HF1425'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE DIRT
 HF1425'ROAD FOR 0.2 MILE TO THE TOP OF THE FIRST LITTLE HILL AND THE
 HF1425'AZIMUTH MARK ON THE LEFT.
 HF1425'
 HF1425'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF1425'
 HF1425'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0673 ***********************************************************************
 JH0673  DESIGNATION -  CANYON RESET
 JH0673  PID         -  JH0673
 JH0673  STATE/COUNTY-  KS/LANE
 JH0673  USGS QUAD   -  SHIELDS NW (1974)
 JH0673
 JH0673                         *CURRENT SURVEY CONTROL
 JH0673  ___________________________________________________________________
 JH0673* NAD 83(1997)-  38 39 25.28146(N)    100 26 16.14932(W)     ADJUSTED  
 JH0673* NAVD 88     -       850.7    (meters)    2791.     (feet)  VERTCON   
 JH0673  ___________________________________________________________________
 JH0673  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 JH0673  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 JH0673
 JH0673  HORZ ORDER  -  FIRST
 JH0673
 JH0673.The horizontal coordinates were established by classical geodetic methods
 JH0673.and adjusted by the National Geodetic Survey in October 1998..
 JH0673
 JH0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0673
 JH0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0673
 JH0673.The geoid height was determined by GEOID03.
 JH0673
 JH0673;                    North         East     Units Scale Factor Converg.
 JH0673;SPC KS S     -   622,661.737   231,335.207   MT  1.00001912   -1 11 27.0
 JH0673;SPC KS N     -    38,789.089   187,828.233   MT  1.00001016   -1 32 32.8
 JH0673;UTM  14      - 4,279,697.798   374,894.962   MT  0.99979274   -0 53 53.7
 JH0673
 JH0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0673!SPC KS S     -   0.99987053  x   1.00001912  =   0.99988965
 JH0673!SPC KS N     -   0.99987053  x   1.00001016  =   0.99988069
 JH0673!UTM  14      -   0.99987053  x   0.99979274  =   0.99966330
 JH0673
 JH0673|---------------------------------------------------------------------|
 JH0673| PID    Reference Object                     Distance      Geod. Az  |
 JH0673|                                                           dddmmss.s |
 JH0673| CK9143 CANYON RM 2                         198.313 METERS 17733     |
 JH0673| CK9142 CANYON AZ MK RESET                                 1984349.5 |
 JH0673| JH0670 SHIELDS FARMERS COOP ELEVATOR       APPROX. 5.2 KM 2025121.3 |
 JH0673| JH0745 SHIELDS KANS NEBR GAS MAST          APPROX. 5.9 KM 2695454.5 |
 JH0673| CK9144 CANYON RM 3                         310.886 METERS 28932     |
 JH0673|---------------------------------------------------------------------|
 JH0673
 JH0673                          SUPERSEDED SURVEY CONTROL
 JH0673
 JH0673  NAD 83(1986)-  38 39 25.28587(N)    100 26 16.14989(W) AD(       ) 1
 JH0673  NAD 27      -  38 39 25.23054(N)    100 26 14.66443(W) AD(       ) 1
 JH0673  NGVD 29 (07/19/86)  850.4    (m)         2790.     (f) VERT ANG       
 JH0673
 JH0673.Superseded values are not recommended for survey control.
 JH0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0673.See file dsdata.txt to determine how the superseded data were derived.
 JH0673
 JH0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH7489579698(NAD 83)
 JH0673_MARKER: DS = TRIANGULATION STATION DISK
 JH0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0673
 JH0673  HISTORY     - Date     Condition        Report By
 JH0673  HISTORY     - 1963     MONUMENTED       CGS
 JH0673  HISTORY     - 1922     GOOD             CGS
 JH0673  HISTORY     - 1934     GOOD             CGS
 JH0673  HISTORY     - 1944     SEE DESCRIPTION  LOCSUR
 JH0673  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JH0673  HISTORY     - 1964     SEE DESCRIPTION  CGS
 JH0673
 JH0673                          STATION DESCRIPTION
 JH0673
 JH0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JH0673'ABOUT 2-1/2 MILES NORTH AND 1/2 MILE EAST OF SHIELDS, IN OPEN
 JH0673'PRAIRIE, IN THE SE 1/4 NE 1/4 SW 1/4 SE 1/4 SEC. 17, T. 16 S.,
 JH0673'R. 28 W.  THE UNDERGROUND MARK IS A STONE JUG BURIED UPRIGHT,
 JH0673'WITH MOUTH ABOUT 4 FEET BELOW THE SURFACE OF THE GROUND, THE
 JH0673'CENTER OF THE MOUTH MARKING THE STATION.  ABOVE THIS IS AN
 JH0673'EARTHENWARE JAR, BOTTOM UP ABOUT 3 FEET BELOW THE SURFACE, A
 JH0673'SMALL DRILL HOLE IN THE BOTTOM MARKING THE STATION.  ABOVE
 JH0673'THE JAR IS A BLOCK OF CONCRETE CONTAINING A STANDARD
 JH0673'BRONZE STATION TABLET, 29 INCHES BELOW THE SURFACE.  THE
 JH0673'STATION MARK IS A STANDARD BRONZE TABLET SET IN A CONCRETE
 JH0673'BLOCK 12 INCHES BELOW THE SURFACE.  A STANDARD BRONZE REFERENCE
 JH0673'TABLET IN A CONCRETE BLOCK IS ON THE EAST SIDE OF THE
 JH0673'ROADWAY ON THE HALF-SECTION LINE OF SEC. 17, 311.35
 JH0673'METERS (1,021.5 FEET) N. 88 DEG W. (MAGNETIC) FROM THE
 JH0673'STATION.  ADDITIONAL REFERENCES ARE AS FOLLOWS--CENTER OF ROAD
 JH0673'ON WEST LINE OF SEC. 17, 309.4 METERS (1,015 FEET).  SOUTH
 JH0673'LINE OF SEC. 17, 195.7 METERS (642 FEET).
 JH0673
 JH0673                          STATION RECOVERY (1934)
 JH0673
 JH0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JH0673'ORIGINAL DESCRIPTION IS GOOD.  THE STATION MARK IS IN A SHALLOW
 JH0673'PIT ABOUT 3 FEET IN DIAMETER, SURROUNDED AND COVERED WITH EARTH
 JH0673'MIXED WITH SMALL STONES, BROKEN CHINA AND CROCKERY, AND SMALL
 JH0673'PIECES OF 1-INCH VITRIFIED TILE.
 JH0673'
 JH0673'THE REFERENCE MARK ON THE EAST SIDE OF THE ROADWAY, N. 88 DEG
 JH0673'W., 1021.5 FEET FROM THE STATION, IS IN DANGER OF BEING UNDERMINED
 JH0673'BY THE ROAD DITCH, AND A WITNESS IS PLACED 5.2 FEET EAST
 JH0673'OF IT.  IT CONSISTS OF A SEGMENT OF BROKEN VITRIFIED
 JH0673'TILE 14 INCHES LONG, WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 JH0673'SURFACE.
 JH0673'
 JH0673'ABOUT 6/10 MILE SOUTH OF THE REFERENCE MARK IS A U.S.C. AND
 JH0673'G.S. BENCH MARK, A 151 1934, IN A CORNER OF THE EAST ROAD FENCE
 JH0673'AND A FENCE BEARING EAST FROM THAT POINT.
 JH0673
 JH0673                          STATION RECOVERY (1944)
 JH0673
 JH0673'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944 (RFB)
 JH0673'STATION RECOVERED BY AAA SUPERVISOR UTICA KANSAS
 JH0673'
 JH0673'POST, STAMPED CANYON 1891 HAS BEEN DUG UP AND IS LOCATED ALONG
 JH0673'THE EAST SIDE OF A COUNTY HIGHWAY NORTH OF SHIELDS, KANSAS AND
 JH0673'ABOUT 7/10 MILE NORTH OF B.M. A 151, OR APPROXIMATELY 830 FEET
 JH0673'NORTH OF THE SW CORNER OF SE 1/4 SECTION 17, T 16 S, R 27 W.
 JH0673'NO ONE COULD BE FOUND THAT KNEW WHERE THE MARKER ORIGINALLY
 JH0673'WAS LOCATED.
 JH0673'
 JH0673'THE REFERENCE MARK DISK WAS BROKEN OUT AND RETURNED TO THE
 JH0673'OFFICE.
 JH0673
 JH0673                          STATION RECOVERY (1962)
 JH0673
 JH0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 JH0673'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JH0673'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE NEW
 JH0673'DESCRIPTION FOLLOWS--
 JH0673'
 JH0673'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 1/2 MILE EAST
 JH0673'OF SHIELDS.  IT IS ON A CULTIVATED HILL WHICH IS NEAR THE
 JH0673'SOUTHWEST CORNER OF THE SE 1/4 OF SECTION 17, T. 16S., R. 28 W.
 JH0673'
 JH0673'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SHIELDS, GO
 JH0673'NORTH ON A GRAVEL ROAD FOR 2.9 MILES TO A SECTION LINE ROAD
 JH0673'ON THE RIGHT.  TURN RIGHT AND GO EAST ON A SECTION LINE ROAD
 JH0673'FOR 0.15 MILE TO REFERENCE MARK NO. 2 ON THE RIGHT.  TURN
 JH0673'LEFT AND GO NORTH ACROSS A CULTIVATED FIELD FOR 0.1 MILE TO
 JH0673'THE STATION MARK.
 JH0673'
 JH0673'STATION MARK, A STANDARD DISK STAMPED CANYON 1891, IS SET IN
 JH0673'CONCRETE AT THE CENTER OF AN 18 BY 18 INCH CONCRETE SLAB WHICH
 JH0673'IS 6 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 1024 FEET
 JH0673'EAST OF THE CENTER OF A GRAVEL ROAD AND 638 FEET NORTH OF
 JH0673'THE CENTER OF A SECTION LINE ROAD.
 JH0673'
 JH0673'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CANYON NO 2
 JH0673'1891, IS SET IN CONCRETE AT THE CENTER OF A 6 INCH TERRACOTTA
 JH0673'PIPE WHICH PROJECTS 6 INCHES.  IT IS 1.8 FEET WEST OF A CORNER
 JH0673'FENCE POST, 1.8 FEET EAST OF A METAL WITNESS POST, AND 6 FEET
 JH0673'SOUTH OF THE CENTER OF A SECTION LINE ROAD.
 JH0673'
 JH0673'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CANYON NO. 3
 JH0673'1891, IS SET IN CONCRETE AT THE CENTER OF A 6 INCH TERRACOTTA
 JH0673'PIPE WHICH PROJECTS 10 INCHES.  IT IS 2 FEET SOUTH OF A FENCE
 JH0673'POST, 2 FEET NORTH OF A METAL WITNESS POST, AND 54 FEET EAST
 JH0673'OF THE CENTER OF A GRAVEL ROAD.
 JH0673'
 JH0673'NO AZIMUTH MARK WAS SET.
 JH0673
 JH0673                          STATION RECOVERY (1964)
 JH0673
 JH0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0673'THE STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE
 JH0673'RECOVERED AS DESCRIBED.  BECAUSE THE STATION MARK WAS SO CLOSE TO
 JH0673'THE SURFACE OF THE GROUND IN A CULTIVATED FIELD THE STATION MARKS
 JH0673'WERE LOWERED.  THE OLD UNDERGROUND MARK WAS AN UPRIGHT BOTTLE
 JH0673'FILLED WITH DIRT, THE BOTTLE WAS REPLACED WITH A STANDARD STATION
 JH0673'MARK DISK, HOLDING THE ORIGINAL POSITION.  REFERENCE MARK NO. 1
 JH0673'WAS DESTROYED BY ROAD CONSTRUCTION IN THE AREA.  THE HORIZONTAL
 JH0673'DIRECTION TO BOTH REFERENCE MARKS CHECKED THE 1962
 JH0673'OBSERVATIONS, THE HORIZONTAL DISTANCE WAS TRAVERSED, BUT DID
 JH0673'NOT CHECK THE 1962 MEASUREMENTS.  AN AZIMUTH MARK WAS ESTABLISHED
 JH0673'AT THIS DATE.
 JH0673'
 JH0673'A NEW DESCRIPTION FOLLOWS.
 JH0673'
 JH0673'THE STATION IS 12 MILES NORTH OF DIGHTON, 3 MILES NORTH OF SHIELDS,
 JH0673'NEAR THE HIGHEST POINT OF A LOW HILL IN A CULTIVATED FIELD, IN
 JH0673'SECTION 17, T 16 S, R 28 W, ON PROPERTY OWNED BY MARY BREIDENTHAL.
 JH0673'
 JH0673'TO REACH THE STATION FROM THE RAILROAD DEPOT IN SHIELDS, GO NORTH,
 JH0673'EAST AND NORTH ON A GRAVEL ROAD FOR 2.4 MILES TO THE AZIMUTH MARK ON
 JH0673'THE LEFT.  CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.5 MILE TO A
 JH0673'TRACK ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE TRACK ROAD FOR
 JH0673'0.15 MILE TO REFERENCE MARK NO. 2 ON THE RIGHT.  TURN LEFT AND GO
 JH0673'NORTH ACROSS A CULTIVATED FIELD FOR 0.15 MILE TO THE STATION.
 JH0673'
 JH0673'THE STATION MARKS ARE STANDARD DISKS STAMPED CANYON 1891 1963.  THE
 JH0673'SURFACE DISK IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS 20
 JH0673'INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND DISK IS
 JH0673'SET IN A MASS OF CONCRETE 60 INCHES BELOW THE SURFACE OF THE
 JH0673'GROUND.
 JH0673'
 JH0673'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CANYON NO 2 1891, SET
 JH0673'IN THE TOP OF A 6-INCH SOIL PIPE WHICH PROJECTS 8 INCHES.  IT IS 21
 JH0673'FEET SOUTH OF THE CENTER OF A TRACK ROAD, 2 FEET WEST OF A RAILROAD
 JH0673'TIE WITH A WITNESS SIGN NAILED TO IT AND 1 FOOT EAST OF A METAL
 JH0673'POST.
 JH0673'
 JH0673'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CANYON NO 3 1891, SET
 JH0673'IN THE TOP OF A 6-INCH SOIL PIPE WHICH PROJECTS 6 INCHES.  IT IS
 JH0673'54 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 2 FEET NORTH OF A
 JH0673'METAL WITNESS POST.
 JH0673'
 JH0673'THE AZIMUTH MARK, A STANDARD DISK STAMPED CANYON 1891 RESET 1963, SET
 JH0673'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH.  IT IS
 JH0673'53 FEET NORTH OF THE CENTER OF A FIELD DRIVEWAY, 40 FEET WEST OF
 JH0673'THE CENTER OF A GRAVEL ROAD, 2-1/2 FEET NORTH OF A TELEPHONE POLE,
 JH0673'2 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF THE
 JH0673'RIGHT-OF-WAY FENCE.
 JH0673'
 JH0673'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0033 ***********************************************************************
 JG0033  DESIGNATION -  CAR
 JG0033  PID         -  JG0033
 JG0033  STATE/COUNTY-  KS/ELLSWORTH
 JG0033  USGS QUAD   -  WESTFALL SE (1979)
 JG0033
 JG0033                         *CURRENT SURVEY CONTROL
 JG0033  ___________________________________________________________________
 JG0033* NAD 83(1997)-  38 45 09.25436(N)    098 03 09.57040(W)     ADJUSTED  
 JG0033* NAVD 88     -       511.395  (meters)    1677.80   (feet)  ADJUSTED  
 JG0033  ___________________________________________________________________
 JG0033  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 JG0033  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 JG0033  DYNAMIC HT  -         511.033 (meters)    1676.61  (feet)  COMP
 JG0033  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 JG0033
 JG0033  HORZ ORDER  -  THIRD
 JG0033  VERT ORDER  -  SECOND    CLASS 0
 JG0033
 JG0033.The horizontal coordinates were established by classical geodetic methods
 JG0033.and adjusted by the National Geodetic Survey in October 1998..
 JG0033
 JG0033.The orthometric height was determined by differential leveling
 JG0033.and adjusted by the National Geodetic Survey in June 1991..
 JG0033
 JG0033.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0033
 JG0033.The geoid height was determined by GEOID03.
 JG0033
 JG0033.The dynamic height is computed by dividing the NAVD 88
 JG0033.geopotential number by the normal gravity value computed on the
 JG0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0033.degrees latitude (g = 980.6199 gals.).
 JG0033
 JG0033.The modeled gravity was interpolated from observed gravity values.
 JG0033
 JG0033;                    North         East     Units Scale Factor Converg.
 JG0033;SPC KS N     -    46,541.133   395,422.570   MT  0.99999440   -0 01 59.9
 JG0033;SPC KS S     -   631,609.282   438,887.679   MT  1.00004206   +0 16 29.7
 JG0033;UTM  14      - 4,289,745.672   582,317.723   MT  0.99968344   +0 35 34.9
 JG0033
 JG0033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0033!SPC KS N     -   0.99992403  x   0.99999440  =   0.99991843
 JG0033!SPC KS S     -   0.99992403  x   1.00004206  =   0.99996609
 JG0033!UTM  14      -   0.99992403  x   0.99968344  =   0.99960749
 JG0033
 JG0033|---------------------------------------------------------------------|
 JG0033| PID    Reference Object                     Distance      Geod. Az  |
 JG0033|                                                           dddmmss.s |
 JG0033| JG0034 CAR RM 1                              9.806 METERS 00509     |
 JG0033| JG0648 550 L 6 C 2                          94.145 METERS 12417     |
 JG0033| JG0035 CAR RM 2                             11.792 METERS 17559     |
 JG0033| JG0030 BUD                                 APPROX. 1.3 KM 1793343.5 |
 JG0033|---------------------------------------------------------------------|
 JG0033
 JG0033                          SUPERSEDED SURVEY CONTROL
 JG0033
 JG0033  NAD 83(1986)-  38 45 09.26293(N)    098 03 09.57017(W) AD(       ) 3
 JG0033  NAD 27      -  38 45 09.23260(N)    098 03 08.38690(W) AD(       ) 3
 JG0033  NGVD 29 (??/??/92)  511.267  (m)         1677.38   (f) ADJ UNCH    2 0
 JG0033
 JG0033.Superseded values are not recommended for survey control.
 JG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0033.See file dsdata.txt to determine how the superseded data were derived.
 JG0033
 JG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8231889746(NAD 83)
 JG0033_MARKER: DS = TRIANGULATION STATION DISK
 JG0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0033_STAMPING: CAR 1961
 JG0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0033+STABILITY: SURFACE MOTION
 JG0033
 JG0033  HISTORY     - Date     Condition        Report By
 JG0033  HISTORY     - 1961     MONUMENTED       CGS
 JG0033  HISTORY     - 1961     GOOD             CGS
 JG0033
 JG0033                          STATION DESCRIPTION
 JG0033
 JG0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JG0033'THE STATION IS SITUATED ALONG THE WEST SIDE OF THE WEST SECURITY
 JG0033'FENCE, 41.0 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER POST
 JG0033'OF THE FENCE AND 3.0 FEET WEST OF THE FENCE.
 JG0033'
 JG0033'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 JG0033'STAMPED CAR 1961.  THE SURFACE DISK IS SET IN THE TOP OF A
 JG0033'CONCRETE MONUMENT, 10 INCHES SQUARE AT THE TOP, PROJECTING 4
 JG0033'INCHES ABOVE THE SURFACE OF THE GROUND.
 JG0033'
 JG0033'REFERENCE MARK 1, A STANDARD DISK STAMPED CAR NO 1 1961, IS
 JG0033'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES
 JG0033'IN DIAMETER, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 JG0033'IT IS 9.0 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER POST
 JG0033'OF THE SECURITY FENCE AND 1.5 FEET WEST OF THE FENCE.
 JG0033'
 JG0033'REFERENCE MARK 2, A STANDARD DISK STAMPED CAR NO 2 1961, IS
 JG0033'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 JG0033'DIAMETER, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 JG0033'IT IS 2.5 FEET WEST OF THE WEST SECURITY FENCE.
 JG0033
 JG0033                          STATION RECOVERY (1961)
 JG0033
 JG0033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JG0033'1.5 MI NW FROM CARNERIO.
 JG0033'SITUATED 5 MI. NORTHWEST ALONG THE WEST SIDE OF THE WEST SECURITY
 JG0033'FENCE, 41 FEET SOUTH SOUTHWEST OF THE NORTHWEST CORNER POST
 JG0033'OF THE FENCE, AND 5 FEET WEST FROM THE FENCE.  SET IN A 10-INCH
 JG0033'SQUARE TOPPED CONCRETE MONUMENT PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0034 ***********************************************************************
 JG0034  DESIGNATION -  CAR RM 1
 JG0034  PID         -  JG0034
 JG0034  STATE/COUNTY-  KS/ELLSWORTH
 JG0034  USGS QUAD   -  WESTFALL SE (1979)
 JG0034
 JG0034                         *CURRENT SURVEY CONTROL
 JG0034  ___________________________________________________________________
 JG0034* NAD 83(1986)-  38 45 09.     (N)    098 03 09.     (W)     SCALED    
 JG0034* NAVD 88     -       511.331  (meters)    1677.59   (feet)  ADJUSTED  
 JG0034  ___________________________________________________________________
 JG0034  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 JG0034  DYNAMIC HT  -         510.969 (meters)    1676.40  (feet)  COMP
 JG0034  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 JG0034
 JG0034  VERT ORDER  -  SECOND    CLASS 0
 JG0034
 JG0034.The horizontal coordinates were scaled from a topographic map and have
 JG0034.an estimated accuracy of +/- 6 seconds.
 JG0034
 JG0034.The orthometric height was determined by differential leveling
 JG0034.and adjusted by the National Geodetic Survey in June 1991..
 JG0034
 JG0034.The geoid height was determined by GEOID03.
 JG0034
 JG0034.The dynamic height is computed by dividing the NAVD 88
 JG0034.geopotential number by the normal gravity value computed on the
 JG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0034.degrees latitude (g = 980.6199 gals.).
 JG0034
 JG0034.The modeled gravity was interpolated from observed gravity values.
 JG0034
 JG0034;                    North         East    Units  Estimated Accuracy
 JG0034;SPC KS N     -    46,530.      395,440.      MT  (+/- 180 meters Scaled)
 JG0034
 JG0034                          SUPERSEDED SURVEY CONTROL
 JG0034
 JG0034  NGVD 29 (??/??/92)  511.203  (m)         1677.17   (f) ADJ UNCH    2 0
 JG0034
 JG0034.Superseded values are not recommended for survey control.
 JG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0034.See file dsdata.txt to determine how the superseded data were derived.
 JG0034
 JG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH823897(NAD 83)
 JG0034_MARKER: DR = REFERENCE MARK DISK
 JG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0034_STAMPING: CAR NO 1 1961
 JG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0034+STABILITY: SURFACE MOTION
 JG0034
 JG0034  HISTORY     - Date     Condition        Report By
 JG0034  HISTORY     - 1961     MONUMENTED       CGS
 JG0034
 JG0034                          STATION DESCRIPTION
 JG0034
 JG0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JG0034'1.5 MI NW FROM CARNERIO.
 JG0034'REFERENCE MARK NO. 1, A STANDARD REF. MARK DISK STAMPED CAR NO
 JG0034'1 1961, 38.7 FEET SOUTH OF THE TRIANGULATION STATION IS SET IN
 JG0034'A CYLINDRICAL CONCRETE MONUMENT 12 INCHES IN DIAMETER AND PROJECTS
 JG0034'6 INCHES, IS 9.0 FEET SOUTH SOUTHWEST FROM THE NORTHWEST CORNER
 JG0034'POST OF THE SECURITY FENCE AND 1.5 FEET WEST OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0035 ***********************************************************************
 JG0035  DESIGNATION -  CAR RM 2
 JG0035  PID         -  JG0035
 JG0035  STATE/COUNTY-  KS/ELLSWORTH
 JG0035  USGS QUAD   -  WESTFALL SE (1979)
 JG0035
 JG0035                         *CURRENT SURVEY CONTROL
 JG0035  ___________________________________________________________________
 JG0035* NAD 83(1986)-  38 45 09.     (N)    098 03 09.     (W)     SCALED    
 JG0035* NAVD 88     -       511.268  (meters)    1677.39   (feet)  ADJUSTED  
 JG0035  ___________________________________________________________________
 JG0035  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 JG0035  DYNAMIC HT  -         510.906 (meters)    1676.20  (feet)  COMP
 JG0035  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 JG0035
 JG0035  VERT ORDER  -  SECOND    CLASS 0
 JG0035
 JG0035.The horizontal coordinates were scaled from a topographic map and have
 JG0035.an estimated accuracy of +/- 6 seconds.
 JG0035
 JG0035.The orthometric height was determined by differential leveling
 JG0035.and adjusted by the National Geodetic Survey in June 1991..
 JG0035
 JG0035.The geoid height was determined by GEOID03.
 JG0035
 JG0035.The dynamic height is computed by dividing the NAVD 88
 JG0035.geopotential number by the normal gravity value computed on the
 JG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0035.degrees latitude (g = 980.6199 gals.).
 JG0035
 JG0035.The modeled gravity was interpolated from observed gravity values.
 JG0035
 JG0035;                    North         East    Units  Estimated Accuracy
 JG0035;SPC KS N     -    46,530.      395,440.      MT  (+/- 180 meters Scaled)
 JG0035
 JG0035                          SUPERSEDED SURVEY CONTROL
 JG0035
 JG0035  NGVD 29 (??/??/92)  511.140  (m)         1676.97   (f) ADJ UNCH    2 0
 JG0035
 JG0035.Superseded values are not recommended for survey control.
 JG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0035.See file dsdata.txt to determine how the superseded data were derived.
 JG0035
 JG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH823897(NAD 83)
 JG0035_MARKER: DR = REFERENCE MARK DISK
 JG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0035_STAMPING: CAR NO 2 1961
 JG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0035+STABILITY: SURFACE MOTION
 JG0035
 JG0035  HISTORY     - Date     Condition        Report By
 JG0035  HISTORY     - 1961     MONUMENTED       CGS
 JG0035
 JG0035                          STATION DESCRIPTION
 JG0035
 JG0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JG0035'1.5 MI NW FROM CARNERIO.
 JG0035'REFERENCE MARK NO. 2, A STANDARD REFERENCE MARK DISK STAMPED
 JG0035'CAR NO 2 1961 IS SET IN A CYLINDRICAL CONCRETE MONUMENT 12 INCHES
 JG0035'IN DIAMETER, PROJECTS 8 INCHES, AND IS 2.5 FEET WEST FROM THE
 JG0035'WEST SECURITY FENCE AND 32.2 FEET FROM THE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1764 ***********************************************************************
 JE1764  CBN         -  This is a Cooperative Base Network Control Station.
 JE1764  DESIGNATION -  CARBON
 JE1764  PID         -  JE1764
 JE1764  STATE/COUNTY-  KS/OSAGE
 JE1764  USGS QUAD   -  CARBONDALE (1983)
 JE1764
 JE1764                         *CURRENT SURVEY CONTROL
 JE1764  ___________________________________________________________________
 JE1764* NAD 83(1997)-  38 51 15.65481(N)    095 41 13.98402(W)     ADJUSTED  
 JE1764* NAVD 88     -       334.9    (meters)    1099.     (feet)  GPS OBS   
 JE1764  ___________________________________________________________________
 JE1764  X           -    -492,884.857 (meters)                     COMP
 JE1764  Y           -  -4,949,241.423 (meters)                     COMP
 JE1764  Z           -   3,979,928.672 (meters)                     COMP
 JE1764  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 JE1764  ELLIP HEIGHT-         303.70  (meters)          (08/16/04) GPS OBS
 JE1764  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JE1764
 JE1764  HORZ ORDER  -  B
 JE1764  ELLP ORDER  -  FOURTH    CLASS II
 JE1764
 JE1764.The horizontal coordinates were established by GPS observations
 JE1764.and adjusted by the National Geodetic Survey in December 1997..
 JE1764
 JE1764.The orthometric height was determined by GPS observations and a
 JE1764.high-resolution geoid model.
 JE1764
 JE1764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE1764
 JE1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1764
 JE1764.The ellipsoidal height was determined by GPS observations
 JE1764.and is referenced to NAD 83.
 JE1764
 JE1764.The geoid height was determined by GEOID03.
 JE1764
 JE1764;                    North         East     Units Scale Factor Converg.
 JE1764;SPC KS S     -   646,498.120   644,139.925   MT  1.00006959   +1 43 42.7
 JE1764;SPC KS N     -    60,401.686   600,732.398   MT  0.99998063   +1 27 48.0
 JE1764;UTM  15      - 4,304,045.587   266,814.404   MT  1.00026962   -1 41 11.6
 JE1764
 JE1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1764!SPC KS S     -   0.99995235  x   1.00006959  =   1.00002194
 JE1764!SPC KS N     -   0.99995235  x   0.99998063  =   0.99993298
 JE1764!UTM  15      -   0.99995235  x   1.00026962  =   1.00022196
 JE1764
 JE1764:                Primary Azimuth Mark                     Grid Az
 JE1764:SPC KS S     -  CARBON AZ MK                             359 27 32.2
 JE1764:SPC KS N     -  CARBON AZ MK                             359 43 26.9
 JE1764:UTM  15      -  CARBON AZ MK                             002 52 26.5
 JE1764
 JE1764|---------------------------------------------------------------------|
 JE1764| PID    Reference Object                     Distance      Geod. Az  |
 JE1764|                                                           dddmmss.s |
 JE1764| CL4415 CARBON AZ MK                                       0011114.9 |
 JE1764| JE1770 FORBES AIR FORCE BASE BEACON        APPROX.10.3 KM 0025607.3 |
 JE1764| CL4417 CARBON RM 2                          24.213 METERS 18108     |
 JE1764| JE1768 PAULINE CULLEN VILLAGE TANK         APPROX. 9.9 KM 3514232.8 |
 JE1764| JE1771 PAULINE CULLEN VIL RELAY TOWER      APPROX.10.4 KM 3560047.5 |
 JE1764| CL4416 CARBON RM 1                          25.338 METERS 35801     |
 JE1764|---------------------------------------------------------------------|
 JE1764
 JE1764                          SUPERSEDED SURVEY CONTROL
 JE1764
 JE1764  ELLIP H (12/22/97)  303.72   (m)                       GP(       ) 4 1
 JE1764  NAD 83(1986)-  38 51 15.65874(N)    095 41 13.98367(W) AD(       ) 2
 JE1764  NAD 27      -  38 51 15.64100(N)    095 41 13.04690(W) AD(       ) 2
 JE1764
 JE1764.Superseded values are not recommended for survey control.
 JE1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1764.See file dsdata.txt to determine how the superseded data were derived.
 JE1764
 JE1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6681404046(NAD 83)
 JE1764_MARKER: DS = TRIANGULATION STATION DISK
 JE1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1764_STAMPING: CARBON 1960
 JE1764_MARK LOGO: CGS   
 JE1764_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1764+STABILITY: SURFACE MOTION
 JE1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1764+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 JE1764
 JE1764  HISTORY     - Date     Condition        Report By
 JE1764  HISTORY     - 1960     MONUMENTED       CGS
 JE1764  HISTORY     - 19970310 GOOD             NGS
 JE1764
 JE1764                          STATION DESCRIPTION
 JE1764
 JE1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1764'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF CARBONDALE
 JE1764'AND 1 MILE SOUTH OF THE SHAWNEE-OSAGE COUNTY LINE, ON THE
 JE1764'WEST SIDE OF U.S. HIGHWAY 75.
 JE1764'
 JE1764'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 JE1764'75 AT CARBONDALE, GO NORTH ON HIGHWAY 75 FOR 2.2 MILES TO THE
 JE1764'STATION ON THE LEFT, 0.05 MILE BEFORE REACHING A CROSSROAD.
 JE1764'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 JE1764'75 FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 JE1764'
 JE1764'THE STATION MARK IS A STANDARD DISK STAMPED CARBON 1960,
 JE1764'SET IN A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 JE1764'45 FEET WEST OF THE CENTER OF THE HIGHWAY, 21 FEET NORTH
 JE1764'OF A POWER TRANSMISSION POLE WITH A SMALL TRIANGULAR BLAZE,
 JE1764'5.8 FEET NORTHEAST OF A WITNESS POST AND 5 FEET EAST OF THE
 JE1764'RIGHT-OF-WAY FENCE.
 JE1764'
 JE1764'RM 1 IS A STANDARD DISK STAMPED CARBON NO 1 1960, SET IN A
 JE1764'SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 47 FEET WEST OF
 JE1764'THE CENTER OF THE HIGHWAY AND 3 FEET EAST OF THE FENCE.
 JE1764'
 JE1764'RM 2 IS A STANDARD DISK STAMPED CARBON NO 2 1960, SET IN A
 JE1764'SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS 47 FEET WEST
 JE1764'OF THE CENTER OF THE HIGHWAY AND 3 FEET EAST OF THE FENCE.
 JE1764'
 JE1764'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CARBON 1960,
 JE1764'CEMENTED IN A DRILL HOLE IN THE SOUTH HEADWALL OF A LARGE
 JE1764'CULVERT THAT IS ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  IT
 JE1764'IS 25 FEET EAST OF THE CENTER OF U.S. HIGHWAY 75, 26 FEET WEST
 JE1764'OF THE RIGHT-OF-WAY FENCE AND 5.5 FEET NORTHWEST OF A WITNESS
 JE1764'POST.
 JE1764
 JE1764                          STATION RECOVERY (1997)
 JE1764
 JE1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JE1764'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) SOUTH OF TOPEKA, 4.0
 JE1764'KM (2.50 MI) NORTH OF CARBONDALE, 1.6 KM (1.00 MI) SOUTH OF THE
 JE1764'SHAWNEE-OSAGE COUNTY LINE, ON HIGHWAY RIGHT-OF-WAY, AND NEAR THE
 JE1764'NORTHEAST CORNER OF SECTION 12, T 14 S, R 15 E.  OWNERSHIP--KANSAS
 JE1764'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 JE1764'INTERSECTION OF MAIN ST AND OLD HIGHWAY 75 IN CARBONDALE, GO NORTH ON
 JE1764'OLD HIGHWAY 75 FOR 3.9 KM (2.40 MI) TO THE STATION ON THE LEFT, WEST
 JE1764'SIDE OF ROAD, AND 0.1 KM (0.05 MI) SOUTH FROM A CROSSROAD.  THE
 JE1764'STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 JE1764'CONCRETE MONUMENT FLUSH WITH GROUND.  LOCATED 13.72 M (45.01 FT) WEST
 JE1764'FROM THE CENTER OF THE HIGHWAY, 6.40 M (21.00 FT) NORTH FROM A POWER
 JE1764'POLE AND 0.30 M (0.98 FT) EAST FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0886 ***********************************************************************
 JG0886  DESIGNATION -  CARL
 JG0886  PID         -  JG0886
 JG0886  STATE/COUNTY-  KS/PAWNEE
 JG0886  USGS QUAD   -  RUSH CENTER SE (1970)
 JG0886
 JG0886                         *CURRENT SURVEY CONTROL
 JG0886  ___________________________________________________________________
 JG0886* NAD 83(1997)-  38 15 42.55720(N)    099 18 31.04684(W)     ADJUSTED  
 JG0886* NAVD 88     -       663.     (meters)    2175.     (feet)  SCALED    
 JG0886  ___________________________________________________________________
 JG0886  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 JG0886  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0886
 JG0886  HORZ ORDER  -  FIRST
 JG0886
 JG0886.The horizontal coordinates were established by classical geodetic methods
 JG0886.and adjusted by the National Geodetic Survey in October 1998..
 JG0886
 JG0886.The orthometric height was scaled from a topographic map.
 JG0886
 JG0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0886
 JG0886.The geoid height was determined by GEOID03.
 JG0886
 JG0886;                    North         East     Units Scale Factor Converg.
 JG0886;SPC KS S     -   577,347.157   329,233.956   MT  0.99995391   -0 29 48.9
 JG0886;UTM  14      - 4,234,910.333   473,000.216   MT  0.99960898   -0 11 28.0
 JG0886
 JG0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0886!SPC KS S     -   0.99990001  x   0.99995391  =   0.99985393
 JG0886!UTM  14      -   0.99990001  x   0.99960898  =   0.99950903
 JG0886
 JG0886:                Primary Azimuth Mark                     Grid Az
 JG0886:SPC KS S     -  CARL AZ MK                               002 23 31.8
 JG0886:UTM  14      -  CARL AZ MK                               002 05 10.9
 JG0886
 JG0886|---------------------------------------------------------------------|
 JG0886| PID    Reference Object                     Distance      Geod. Az  |
 JG0886|                                                           dddmmss.s |
 JG0886| CK9151 CARL AZ MK                                         0015342.9 |
 JG0886| CK9152 CARL RM 1                            29.371 METERS 09536     |
 JG0886| JG0861 LARNED H SCH BLDG BRICK STACK       APPROX.20.0 KM 1150049.8 |
 JG0886| JG0862 LARNED SACRED HEART CH CROSS        APPROX.19.8 KM 1152136.9 |
 JG0886| JG0866 LARNED MUNICIPAL STANDPIPE          APPROX.19.8 KM 1181416.9 |
 JG0886| JG0871 KANSAS STATE HOSPITAL WATER TANK    APPROX.16.8 KM 1265540.5 |
 JG0886| JG0872 KANSAS STATE HOSP TALL STACK        APPROX.16.8 KM 1271232.4 |
 JG0886| JG0869 GARFIELD SWEDISH LUTHERAN CH        APPROX.21.3 KM 1645505.7 |
 JG0886| JG0901 BURDETT METHODIST EPISCOPAL CH      APPROX.20.5 KM 2490147.1 |
 JG0886| CK9153 CARL RM 2                            32.949 METERS 35717     |
 JG0886|---------------------------------------------------------------------|
 JG0886
 JG0886                          SUPERSEDED SURVEY CONTROL
 JG0886
 JG0886  NAD 83(1986)-  38 15 42.56493(N)    099 18 31.04562(W) AD(       ) 1
 JG0886  NAD 27      -  38 15 42.52000(N)    099 18 29.65200(W) AD(       ) 1
 JG0886
 JG0886.Superseded values are not recommended for survey control.
 JG0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0886.See file dsdata.txt to determine how the superseded data were derived.
 JG0886
 JG0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7300034910(NAD 83)
 JG0886_MARKER: DS = TRIANGULATION STATION DISK
 JG0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0886_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0886
 JG0886  HISTORY     - Date     Condition        Report By
 JG0886  HISTORY     - 1934     MONUMENTED       CGS
 JG0886  HISTORY     - 1953     GOOD             CGS
 JG0886
 JG0886                          STATION DESCRIPTION
 JG0886
 JG0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0886'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF ROZEL IN SOUTHEAST
 JG0886'CORNER OF SEC. 34, T. 20 S., R. 18 W., IN THE SOUTHWEST CORNER
 JG0886'OF A WHEAT FIELD OWNED BY CARL WACHOLS, AND MANAGED BY FRED
 JG0886'WACHOLS.  MARK IS PLACED 30 FEET WEST OF NORTH-SOUTH DIRT ROAD,
 JG0886'7 FEET WEST OF NORTH-SOUTH FENCE, 33 FEET NORTH OF CENTERLINE
 JG0886'OF EAST-WEST DIRT ROAD, 8 FEET NORTH OF EAST-WEST FENCE LINE.
 JG0886'
 JG0886'REACHED FROM ROZEL BY GOING SOUTH 1/2 MILE TO STATE HIGHWAY
 JG0886'1 THENCE EAST ON STATE HIGHWAY 1 AND U.S. HIGHWAY 50, 4.0
 JG0886'MILES TO EAST JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 50,
 JG0886'THENCE NORTH ON STATE HIGHWAY 1, 5.0 MILES TO DIRT ROAD EAST,
 JG0886'AT POINT IN HIGHWAY WHERE IT MAKES A LONG S CURVE.  GO EAST ON
 JG0886'DIRT ROAD 0.1 MILE TO DIRT CROSSROADS.  STATION IS IN NORTHEAST
 JG0886'CORNER OF INTERSECTION.
 JG0886'
 JG0886'REFERENCE MARK NO. 1 IS EAST OF STATION SET 1.0 FOOT NORTH OF
 JG0886'EAST-WEST FENCE LINE, 33 FEET NORTH OF CENTERLINE OF EAST-WEST
 JG0886'DIRT ROAD.
 JG0886'
 JG0886'REFERENCE MARK NO. 2 IS NORTH OF STATION, SET 29 FEET EAST OF
 JG0886'CENTERLINE OF NORTH-SOUTH DIRT ROAD, IN NORTH-SOUTH FENCE
 JG0886'LINE.
 JG0886'
 JG0886'AZIMUTH MARK IS 0.9 MILE NORTH OF STATION, REACHED BY GOING
 JG0886'NORTH ON DIRT ROAD 0.9 MILE TO MARK SET IN FENCE CORNER, 40
 JG0886'FEET EAST OF CENTERLINE OF STATE HIGHWAY 1.
 JG0886'
 JG0886'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JG0886'BRONZE DISKS SET IN CONCRETE.
 JG0886
 JG0886                          STATION RECOVERY (1953)
 JG0886
 JG0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0886'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 JG0886'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS-
 JG0886'
 JG0886'THE STATION IS ABOUT 14 MILES SOUTH OF RUSH CENTER, 7 MILES
 JG0886'NORTHEAST OF ROZEL, 6 MILES NORTH OF SANFORD, IN THE SOUTHEAST
 JG0886'CORNER OF SEC. 34, T 20 S, R 18 W, ON LAND OWNED BY CARL
 JG0886'WACHOLS.  IT IS 55 FEET NORTHEAST OF THE CENTER OF A
 JG0886'T-INTERSECTION, 10 FEET NORTHEAST OF A FENCE CORNER, 7 FEET EAST OF
 JG0886'A 4 X 4 INCH WHITE WITNESS POST AND 6 FEET NORTH OF A
 JG0886'TELEPHONE POLE.
 JG0886'
 JG0886'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 96 AND
 JG0886'U.S. HIGHWAY 183 IN RUSH CENTER, GO SOUTH ON HIGHWAY 183 FOR
 JG0886'7.0 MILES TO A CROSSROADS, CONTINUE SOUTH ON THE HIGHWAY FOR
 JG0886'5.9 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON
 JG0886'THE HIGHWAY FOR 0.7 MILE TO A DIRT ROAD LEADING SOUTH, CONTINUE
 JG0886'SOUTH ON THE DIRT ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 JG0886'
 JG0886'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JG0886'CARL 1934.
 JG0886'
 JG0886'REFERENCE MARK 1 IS 36 FEET NORTH OF THE CENTER OF A GRAVELED
 JG0886'ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH WITH THE
 JG0886'GROUND AND THE DISK IS STAMPED CARL NO 1 1934.
 JG0886'
 JG0886'REFERENCE MARK 2 IS 21 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 JG0886'3 FEET WEST OF A FENCE AND 6 FEET NORTH OF A GATEPOST.  THE MARK
 JG0886'PROJECTS 6 INCHES AND THE DISK IS STAMPED CARL NO 2 1934.
 JG0886'
 JG0886'THE AZIMUTH MARK IS 50 FEET EAST OF THE CENTER OF U.S. HIGHWAY 183,
 JG0886'3 FEET SOUTHWEST OF A GATEPOST AND 2 FEET SOUTH OF A 4 X 4 INCH
 JG0886'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JG0886'STAMPED CARL AZI. 1934.
 JG0886'
 JG0886'HEIGHT OF LIGHT ABOVE STATION MARK- 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0556 ***********************************************************************
 JF0556  DESIGNATION -  CARLTON
 JF0556  PID         -  JF0556
 JF0556  STATE/COUNTY-  KS/DICKINSON
 JF0556  USGS QUAD   -  CARLTON (1985)
 JF0556
 JF0556                         *CURRENT SURVEY CONTROL
 JF0556  ___________________________________________________________________
 JF0556* NAD 83(1986)-  38 40 22.     (N)    097 19 21.     (W)     SCALED    
 JF0556* NAVD 88     -       419.592  (meters)    1376.61   (feet)  ADJUSTED  
 JF0556  ___________________________________________________________________
 JF0556  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 JF0556  DYNAMIC HT  -         419.290 (meters)    1375.62  (feet)  COMP
 JF0556  MODELED GRAV-     979,896.8   (mgal)                       NAVD 88
 JF0556
 JF0556  VERT ORDER  -  SECOND    CLASS 0
 JF0556
 JF0556.The horizontal coordinates were scaled from a topographic map and have
 JF0556.an estimated accuracy of +/- 6 seconds.
 JF0556
 JF0556.The orthometric height was determined by differential leveling
 JF0556.and adjusted by the National Geodetic Survey in June 1991..
 JF0556
 JF0556.The geoid height was determined by GEOID03.
 JF0556
 JF0556.The dynamic height is computed by dividing the NAVD 88
 JF0556.geopotential number by the normal gravity value computed on the
 JF0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0556.degrees latitude (g = 980.6199 gals.).
 JF0556
 JF0556.The modeled gravity was interpolated from observed gravity values.
 JF0556
 JF0556;                    North         East    Units  Estimated Accuracy
 JF0556;SPC KS N     -    37,900.      458,960.      MT  (+/- 180 meters Scaled)
 JF0556
 JF0556                          SUPERSEDED SURVEY CONTROL
 JF0556
 JF0556  NGVD 29 (??/??/92)  419.462  (m)         1376.18   (f) ADJ UNCH    2 0
 JF0556
 JF0556.Superseded values are not recommended for survey control.
 JF0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0556.See file dsdata.txt to determine how the superseded data were derived.
 JF0556
 JF0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH459818(NAD 83)
 JF0556_MARKER: DB = BENCH MARK DISK
 JF0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0556_STAMPING: CARLTON NO 1 1961
 JF0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0556+STABILITY: SURFACE MOTION
 JF0556
 JF0556  HISTORY     - Date     Condition        Report By
 JF0556  HISTORY     - 1961     MONUMENTED       CGS
 JF0556
 JF0556                          STATION DESCRIPTION
 JF0556
 JF0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0556'1.5 MI WSW FROM CARLTON.
 JF0556'AT JUNCTION OF THE CARLTON ROAD WITH STATE HIGHWAY 4, 1.0 MILE
 JF0556'WEST ON THE HIGHWAY TO A CROSSROADS, THENCE SOUTH 0.5 MILES ON
 JF0556'NEWLY PAVED ROAD, THENCE WEST 0.25 MILE TO THE INSTALLATION,
 JF0556'SOUTH FROM THE SILO ABOUT 4 FEET FROM THE FENCE LINE, 57.24 FEET
 JF0556'EAST FROM REFERENCE MARK 2, STAMPED CARLTON NO 2 1961, 34.03 FEET
 JF0556'EAST FROM REFERENCE MARK 1, STAMPED CARLTON NO 1 1961, THE
 JF0556'REFERENCE MARKS SET ALONG THE FENCE LINE, ALL MARKS SET IN
 JF0556'SQUARE TOPPED CONCRETE MONUMENT.  THE DISKS SET IN THE TOP OF
 JF0556'THE SILO, STAMPED 550L3D1, 550L3D2, 550L3C1, AND 550L3C2 WERE
 JF0556'ALSO LEVELED OVER 27 FEBRUARY 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1504 ***********************************************************************
 JF1504  DESIGNATION -  CARLTON
 JF1504  PID         -  JF1504
 JF1504  STATE/COUNTY-  KS/DICKINSON
 JF1504  USGS QUAD   -  CARLTON (1985)
 JF1504
 JF1504                         *CURRENT SURVEY CONTROL
 JF1504  ___________________________________________________________________
 JF1504* NAD 83(1997)-  38 40 22.53139(N)    097 19 21.38340(W)     ADJUSTED  
 JF1504* NAVD 88     -       416.     (meters)    1365.     (feet)  SCALED    
 JF1504  ___________________________________________________________________
 JF1504  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 JF1504  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 JF1504
 JF1504  HORZ ORDER  -  THIRD
 JF1504
 JF1504.The horizontal coordinates were established by classical geodetic methods
 JF1504.and adjusted by the National Geodetic Survey in October 1998..
 JF1504
 JF1504.The orthometric height was scaled from a topographic map.
 JF1504
 JF1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1504
 JF1504.The geoid height was determined by GEOID03.
 JF1504
 JF1504;                    North         East     Units Scale Factor Converg.
 JF1504;SPC KS N     -    37,918.858   458,949.245   MT  1.00000735   +0 25 42.9
 JF1504;SPC KS S     -   623,321.240   502,460.872   MT  1.00002275   +0 43 24.7
 JF1504;UTM  14      - 4,281,816.707   645,919.396   MT  0.99986221   +1 02 54.0
 JF1504
 JF1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1504!SPC KS N     -   0.99993922  x   1.00000735  =   0.99994657
 JF1504!SPC KS S     -   0.99993922  x   1.00002275  =   0.99996197
 JF1504!UTM  14      -   0.99993922  x   0.99986221  =   0.99980144
 JF1504
 JF1504:                Primary Azimuth Mark                     Grid Az
 JF1504:SPC KS N     -  CARLTON AZ MK                            075 12 02.8
 JF1504:SPC KS S     -  CARLTON AZ MK                            074 54 21.0
 JF1504:UTM  14      -  CARLTON AZ MK                            074 34 51.7
 JF1504
 JF1504|---------------------------------------------------------------------|
 JF1504| PID    Reference Object                     Distance      Geod. Az  |
 JF1504|                                                           dddmmss.s |
 JF1504| CL4418 CARLTON AZ MK                                      0753745.7 |
 JF1504| JF1266 CARLTON RM 1                         10.373 METERS 09811     |
 JF1504| JF1265 CARLTON RM 2                         17.446 METERS 26601     |
 JF1504|---------------------------------------------------------------------|
 JF1504
 JF1504                          SUPERSEDED SURVEY CONTROL
 JF1504
 JF1504  NAD 83(1986)-  38 40 22.54046(N)    097 19 21.38450(W) AD(       ) 3
 JF1504  NAD 27      -  38 40 22.52740(N)    097 19 20.29210(W) AD(       ) 3
 JF1504
 JF1504.Superseded values are not recommended for survey control.
 JF1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1504.See file dsdata.txt to determine how the superseded data were derived.
 JF1504
 JF1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4591981817(NAD 83)
 JF1504_MARKER: DS = TRIANGULATION STATION DISK
 JF1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1504
 JF1504  HISTORY     - Date     Condition        Report By
 JF1504  HISTORY     - 1961     MONUMENTED       CGS
 JF1504
 JF1504                          STATION DESCRIPTION
 JF1504
 JF1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF1504'THE STATION MARK IS A TRAVERSE STATION DISK WITH THE CENTER
 JF1504'DESIGNATED BY A SMALL CENTER PUNCH MARK THAT IS SURROUNDED BY
 JF1504'THE LETTER O.  THE MARK IS STAMPED CARLTON 1961 AND IS SET IN THE
 JF1504'TOP OF A CONCRETE MONUMENT THAT IS 10-INCHES SQUARE AT THE TOP
 JF1504'AND PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 211.5 FEET EAST OF
 JF1504'A FENCE CORNER AND 5.3 FEET NORTH OF A WOVEN WIRE FENCE.
 JF1504'
 JF1504'REFERENCE MARK 1, A STANDARD DISK STAMPED CARLTON NO 1 1961, IS
 JF1504'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10-INCHES SQUARE
 JF1504'AT THE TOP AND PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 0.8
 JF1504'FOOT NORTH OF A WOVEN WIRE FENCE AND IS AT APPROXIMATELY THE SAME
 JF1504'ELEVATION AS THE STATION.
 JF1504'
 JF1504'REFERENCE MARK 2, A STANDARD DISK STAMPED CARLTON NO 2 1961, IS
 JF1504'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10-INCHES SQUARE
 JF1504'AT THE TOP AND PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 0.8
 JF1504'FOOT NORTH OF A WOVEN WIRE FENCE AND IS APPROXIMATELY 1 FOOT
 JF1504'HIGHER THAN THE STATION MARK.
 JF1504'
 JF1504'THE AZIMUTH MARK, A STANDARD DISK STAMPED CARLTON 1961, IS SET
 JF1504'IN THE TOP OF A CONCRETE MONUMENT THAT IS 10-INCHES SQUARE AT
 JF1504'THE TOP AND PROJECTS 1 INCH ABOVE THE GROUND.  IT IS AT THE TOP
 JF1504'OF A CUT BANK, 120 FEET NORTH OF THE CENTER OF AN ENTRANCE TO A
 JF1504'FIELD, 42 FEET WEST OF THE CENTER OF A ROAD AND ABOUT 4 FEET
 JF1504'HIGHER, 23 FEET SOUTH OF A JOG IN A NORTH-SOUTH FENCE LINE, AND
 JF1504'2 FEET EAST OF THE FENCE.
 JF1504'
 JF1504'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EASTERLY FOR
 JF1504'0.3 MILE TO A T-JUNCTION, TURN LEFT, NORTH, AND GO 0.5 MILE TO
 JF1504'A CROSSROAD, TURN RIGHT, EAST, AND GO FOR 1.0 MILE TO A CROSSROAD,
 JF1504'TURN RIGHT, SOUTH, FOR 0.25 MILE TO A CUT BANK AND THE AZIMUTH
 JF1504'MARK ON THE RIGHT, WEST, SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1104 ***********************************************************************
 HE1104  DESIGNATION -  CARONA
 HE1104  PID         -  HE1104
 HE1104  STATE/COUNTY-  KS/CHEROKEE
 HE1104  USGS QUAD   -  CHEROKEE (1964)
 HE1104
 HE1104                         *CURRENT SURVEY CONTROL
 HE1104  ___________________________________________________________________
 HE1104* NAD 83(1997)-  37 16 00.47579(N)    094 52 12.34904(W)     ADJUSTED  
 HE1104* NAVD 88     -       282.3    (meters)     926.     (feet)  VERTCON   
 HE1104  ___________________________________________________________________
 HE1104  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 HE1104  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HE1104
 HE1104  HORZ ORDER  -  SECOND
 HE1104
 HE1104.The horizontal coordinates were established by classical geodetic methods
 HE1104.and adjusted by the National Geodetic Survey in October 1998..
 HE1104
 HE1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1104
 HE1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1104
 HE1104.The geoid height was determined by GEOID03.
 HE1104
 HE1104;                    North         East     Units Scale Factor Converg.
 HE1104;SPC KS S     -   472,872.816   721,889.990   MT  0.99999997   +2 13 50.4
 HE1104;UTM  15      - 4,126,108.853   334,181.375   MT  0.99993871   -1 07 57.6
 HE1104
 HE1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1104!SPC KS S     -   0.99996043  x   0.99999997  =   0.99996040
 HE1104!UTM  15      -   0.99996043  x   0.99993871  =   0.99989914
 HE1104
 HE1104:                Primary Azimuth Mark                     Grid Az
 HE1104:SPC KS S     -  CARONA AZ MK                             027 18 38.0
 HE1104:UTM  15      -  CARONA AZ MK                             030 40 26.0
 HE1104
 HE1104|---------------------------------------------------------------------|
 HE1104| PID    Reference Object                     Distance      Geod. Az  |
 HE1104|                                                           dddmmss.s |
 HE1104| CM3773 CARONA AZ MK                                       0293228.4 |
 HE1104| HE1106 SCAMMON MUNICIPAL TANK              APPROX. 5.0 KM 0763014.6 |
 HE1104| HE1105 109 L                                55.852 METERS 10612     |
 HE1104| CM3774 CARONA RM 1                          22.604 METERS 22958     |
 HE1104|---------------------------------------------------------------------|
 HE1104
 HE1104                          SUPERSEDED SURVEY CONTROL
 HE1104
 HE1104  NAD 83(1997)-  37 16 00.48114(N)    094 52 12.35001(W) AD(       ) 2
 HE1104  NAD 83(1986)-  37 16 00.48942(N)    094 52 12.34106(W) AD(       ) 2
 HE1104  NAD 27      -  37 16 00.28270(N)    094 52 11.48450(W) AD(       ) 2
 HE1104  NGVD 29 (07/19/86)  282.2    (m)          926.     (f) VERT ANG       
 HE1104
 HE1104.Superseded values are not recommended for survey control.
 HE1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1104.See file dsdata.txt to determine how the superseded data were derived.
 HE1104
 HE1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3418126109(NAD 83)
 HE1104_MARKER: DS = TRIANGULATION STATION DISK
 HE1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1104
 HE1104  HISTORY     - Date     Condition        Report By
 HE1104  HISTORY     - 1966     MONUMENTED       CGS
 HE1104
 HE1104                          STATION DESCRIPTION
 HE1104
 HE1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1104'THE STATION IS ABOUT 3 MILES WEST-SOUTHWEST OF SCAMMON, 3 MILES
 HE1104'EAST-SOUTHEAST OF WEST MINERAL AND 3/4 MILE SOUTH OF CARONA, ON
 HE1104'THE NORTH SIDE OF AN EAST-WEST SECTION LINE ROAD.
 HE1104'
 HE1104'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HE1104'7 AND 102 ABOUT 1/2 MILE NORTHWEST OF SCAMMON, GO WEST ON
 HE1104'HIGHWAY 102 FOR 2.0 MILES TO A CROSSROAD AND THE PARITA BALLROOM
 HE1104'IN THE SOUTHEAST ANGLE OF THE ROADS.  TURN LEFT AND GO SOUTH
 HE1104'ON GRAVELED ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HE1104'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.
 HE1104'TURN RIGHT AND GO WEST FOR 0.1 MILE TO A FARM HOUSE ON THE
 HE1104'LEFT AND THE STATION ON THE RIGHT.
 HE1104'
 HE1104'STATION MARK IS A STANDARD DISK, STAMPED CARONA 1966, SET IN
 HE1104'THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER, THAT IS
 HE1104'14 INCHES BELOW THE GROUND SURFACE.  IT IS 95 FEET NORTH OF
 HE1104'THE NORTHWEST CORNER OF THE FARM HOUSE, 75 FEET NORTHEAST OF
 HE1104'A WITNESS POST, 27 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 HE1104'ROAD.
 HE1104'
 HE1104'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARONA NO 1 1966,
 HE1104'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1104'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 74 FEET NORTHWEST
 HE1104'OF THE NORTHWEST CORNER OF THE FARM HOUSE, 21 FEET SOUTH OF THE
 HE1104'CENTERLINE OF THE GRAVELED ROAD, 1.3 FEET WEST OF THE WITNESS
 HE1104'POST, 1 FOOT NORTH OF A FENCE AND ABOUT 1 FOOT HIGHER THAN THE
 HE1104'STATION.
 HE1104'
 HE1104'B M 109 L (USGS) IS A BRONZE DISK, STAMPED 109 L 1940, SET IN
 HE1104'THE TOP OF AN 8 INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES
 HE1104'ABOVE THE GROUND.  IT IS 26 FEET SOUTH OF THE CENTERLINE OF THE
 HE1104'GRAVELED ROAD, 9 FEET WEST OF A POWERLINE POLE, 3 FEET SOUTH OF
 HE1104'THE FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 HE1104'
 HE1104'AZIMUTH MARK IS A STANDARD DISK, STAMPED CARONA 1966, SET IN THE
 HE1104'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE1104'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 25 FEET EAST OF THE
 HE1104'CENTERLINE OF A GRAVELED ROAD, 2.5 FEET NORTH OF A WITNESS POST,
 HE1104'1.6 FEET WEST OF A FENCE AND 2 FEET SOUTHWEST OF A POWERLINE
 HE1104'POLE.
 HE1104'
 HE1104'ALL OBJECTS VISIBLE AT 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0969 ***********************************************************************
 HG0969  DESIGNATION -  CARP
 HG0969  PID         -  HG0969
 HG0969  STATE/COUNTY-  KS/COMANCHE
 HG0969  USGS QUAD   -  SUGARLOAF (1979)
 HG0969
 HG0969                         *CURRENT SURVEY CONTROL
 HG0969  ___________________________________________________________________
 HG0969* NAD 83(1997)-  37 11 32.44552(N)    099 30 44.73229(W)     ADJUSTED  
 HG0969* NAVD 88     -       567.     (meters)    1860.     (feet)  SCALED    
 HG0969  ___________________________________________________________________
 HG0969  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 HG0969  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 HG0969
 HG0969  HORZ ORDER  -  THIRD
 HG0969
 HG0969.The horizontal coordinates were established by classical geodetic methods
 HG0969.and adjusted by the National Geodetic Survey in October 1998..
 HG0969
 HG0969.The orthometric height was scaled from a topographic map.
 HG0969
 HG0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0969
 HG0969.The geoid height was determined by GEOID03.
 HG0969
 HG0969;                    North         East     Units Scale Factor Converg.
 HG0969;SPC KS S     -   458,831.074   310,110.187   MT  1.00001544   -0 37 19.8
 HG0969;UTM  14      - 4,116,333.219   454,521.321   MT  0.99962548   -0 18 35.1
 HG0969
 HG0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0969!SPC KS S     -   0.99991531  x   1.00001544  =   0.99993075
 HG0969!UTM  14      -   0.99991531  x   0.99962548  =   0.99954083
 HG0969
 HG0969:                Primary Azimuth Mark                     Grid Az
 HG0969:SPC KS S     -  PROTECTION MUN WATER TANK                060 32 08.0
 HG0969:UTM  14      -  PROTECTION MUN WATER TANK                060 13 23.3
 HG0969
 HG0969|---------------------------------------------------------------------|
 HG0969| PID    Reference Object                     Distance      Geod. Az  |
 HG0969|                                                           dddmmss.s |
 HG0969| HG0945 PROTECTION MUN WATER TANK           APPROX. 3.0 KM 0595448.2 |
 HG0969| CK9158 CARP RM 1                            26.106 METERS 18439     |
 HG0969| CK9157 CARP AZ MK                                         2675342.3 |
 HG0969| CK9159 CARP RM 2                            14.819 METERS 27510     |
 HG0969|---------------------------------------------------------------------|
 HG0969
 HG0969                          SUPERSEDED SURVEY CONTROL
 HG0969
 HG0969  NAD 83(1997)-  37 11 32.45230(N)    099 30 44.73275(W) AD(       ) 3
 HG0969  NAD 83(1986)-  37 11 32.44584(N)    099 30 44.72719(W) AD(       ) 3
 HG0969  NAD 27      -  37 11 32.35190(N)    099 30 43.29324(W) AD(       ) 3
 HG0969
 HG0969.Superseded values are not recommended for survey control.
 HG0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0969.See file dsdata.txt to determine how the superseded data were derived.
 HG0969
 HG0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5452116333(NAD 83)
 HG0969_MARKER: DS = TRIANGULATION STATION DISK
 HG0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0969
 HG0969  HISTORY     - Date     Condition        Report By
 HG0969  HISTORY     - 1964     MONUMENTED       CGS
 HG0969
 HG0969                          STATION DESCRIPTION
 HG0969
 HG0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0969'THE STATION IS 2-1/2 MILES SOUTHWEST OF PROTECTION, IN THE SOUTHWEST
 HG0969'QUARTER OF SECTION 5, T 33 S, R 20 W, AND ON THE NORTH RIGHT-OF-WAY
 HG0969'OF US HIGHWAY 183 AND 160.
 HG0969'
 HG0969'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 183 AND 160, IN
 HG0969'THE SOUTH EDGE OF PROTECTION, GO WEST ON HIGHWAYS 183 AND 160 FOR
 HG0969'1.65 MILES TO THE TOP OF A HILL AND THE STATION ON THE RIGHT, NORTH
 HG0969'OF THE HIGHWAY.
 HG0969'
 HG0969'STATION MARKS ARE STANDARD DISKS STAMPED CARP 1964.  THE SURFACE DISK
 HG0969'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 46
 HG0969'FEET NORTH OF THE CENTER OF HIGHWAY 183 AND 160, 23.5 FEET EAST OF
 HG0969'THE CENTER OF A WIRE GATE, AND 2.5 FEET WEST OF A METAL WITNESS
 HG0969'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HG0969'42 INCHES BELOW THE SURFACE OF THE GROUND.
 HG0969'
 HG0969'REFERENCE MARK NO 1, A STANDARD DISK STAMPED CARP NO 1 1964, IS SET
 HG0969'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 74 FEET
 HG0969'WEST OF A POWER POLE, 41 FEET SOUTH OF THE CENTER OF THE HIGHWAY, AND
 HG0969'IN A FENCE.
 HG0969'
 HG0969'REFERENCE MARK NO 2, A STANDARD DISK STAMPED CARP NO 2 1964, IS SET
 HG0969'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 46 FEET
 HG0969'NORTH OF THE CENTER OF THE HIGHWAY AND 22 FEET WEST OF THE CENTER
 HG0969'OF THE WIRE GATE.
 HG0969'
 HG0969'AZIMUTH MARK, A STANDARD DISK STAMPED CARP 1964, IS SET IN A SQUARE
 HG0969'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 41 FEET SOUTH OF THE
 HG0969'CENTER OF THE HIGHWAY, 2.0 FEET EAST OF A POWER POLE, AND 1.7 FEET
 HG0969'SOUTH OF A METAL WITNESS POST.
 HG0969'
 HG0969'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 183
 HG0969'AND 160 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH OF THE
 HG0969'HIGHWAY.
 HG0969'
 HG0969'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1113 ***********************************************************************
 HF1113  DESIGNATION -  CARR
 HF1113  PID         -  HF1113
 HF1113  STATE/COUNTY-  KS/ELK
 HF1113  USGS QUAD   -  PIEDMONT (1964)
 HF1113
 HF1113                         *CURRENT SURVEY CONTROL
 HF1113  ___________________________________________________________________
 HF1113* NAD 83(1997)-  37 36 08.85035(N)    096 15 36.83812(W)     ADJUSTED  
 HF1113* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 HF1113  ___________________________________________________________________
 HF1113  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 HF1113  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HF1113
 HF1113  HORZ ORDER  -  FIRST
 HF1113
 HF1113.The horizontal coordinates were established by classical geodetic methods
 HF1113.and adjusted by the National Geodetic Survey in October 1998..
 HF1113
 HF1113.The orthometric height was scaled from a topographic map.
 HF1113
 HF1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1113
 HF1113.The geoid height was determined by GEOID03.
 HF1113
 HF1113;                    North         East     Units Scale Factor Converg.
 HF1113;SPC KS S     -   506,233.832   597,752.759   MT  0.99995096   +1 22 35.0
 HF1113;UTM  14      - 4,165,238.427   741,860.703   MT  1.00032059   +1 40 21.2
 HF1113
 HF1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1113!SPC KS S     -   0.99994415  x   0.99995096  =   0.99989512
 HF1113!UTM  14      -   0.99994415  x   1.00032059  =   1.00026473
 HF1113
 HF1113:                Primary Azimuth Mark                     Grid Az
 HF1113:SPC KS S     -  CARR AZ MK                               032 37 27.5
 HF1113:UTM  14      -  CARR AZ MK                               032 19 41.3
 HF1113
 HF1113|---------------------------------------------------------------------|
 HF1113| PID    Reference Object                     Distance      Geod. Az  |
 HF1113|                                                           dddmmss.s |
 HF1113| CL4422 CARR AZ MK                                         0340002.5 |
 HF1113| CL4423 CARR RM 1                            22.822 METERS 08951     |
 HF1113| HF1124 HOWARD MUNICIPAL TANK               APPROX.14.8 KM 1805218.4 |
 HF1113| CL4424 CARR RM 2                            31.561 METERS 21825     |
 HF1113|---------------------------------------------------------------------|
 HF1113
 HF1113                          SUPERSEDED SURVEY CONTROL
 HF1113
 HF1113  NAD 83(1997)-  37 36 08.85472(N)    096 15 36.82674(W) AD(       ) 1
 HF1113  NAD 83(1986)-  37 36 08.85956(N)    096 15 36.82156(W) AD(       ) 1
 HF1113  NAD 27      -  37 36 08.74965(N)    096 15 35.83499(W) AD(       ) 1
 HF1113
 HF1113.Superseded values are not recommended for survey control.
 HF1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1113.See file dsdata.txt to determine how the superseded data were derived.
 HF1113
 HF1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG4186165238(NAD 83)
 HF1113_MARKER: DS = TRIANGULATION STATION DISK
 HF1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1113
 HF1113  HISTORY     - Date     Condition        Report By
 HF1113  HISTORY     - 1940     MONUMENTED       CGS
 HF1113  HISTORY     - 19910116 GOOD             USPSQD
 HF1113
 HF1113                          STATION DESCRIPTION
 HF1113
 HF1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1113'STATION IS 6 MILES ESE OF PIEDMONT, 2 MILES SW OF SEVERY, IN
 HF1113'OPEN PASTURE LAND, HIGHEST GROUND IN THE IMMEDIATE VICINITY,
 HF1113'ON PROPERTY OF MR. CARR IN THE NE 1/4 OF SECTION 24, T 28 S, R 10
 HF1113'E.  STATION MARK IS IN NW CORNER OF FIELD ON HIGH POINT OF LOW
 HF1113'RISE, 43 FEET E OF FENCE CORNER, 6 INCHES S OF E-W FENCE
 HF1113'LINE, 3 FEET W OF WHITE REFERENCE POST, STAMPED CARR 1940
 HF1113'AND PROJECTS 4 INCHES.
 HF1113'
 HF1113'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1113'BRONZE DISKS SET IN CONCRETE.
 HF1113'
 HF1113'REFERENCE MARK NO. 1 IS E OF THE STATION, 117 FEET E OF FENCE
 HF1113'CORNER, 1 FOOT S OF E-W FENCE LINE, STAMPED CARR NO. 1 1940
 HF1113'AND PROJECTS 4 INCHES.
 HF1113'
 HF1113'REFERENCE MARK NO. 2 IS SW OF THE STATION, 84 FEET S OF FENCE
 HF1113'CORNER, 1 FOOT E OF N-S FENCE LINE, STAMPED CARR NO. 2 1940
 HF1113'AND PROJECTS 6 INCHES.
 HF1113'
 HF1113'AZIMUTH MARK IS 30 FEET W OF CENTER LINE OF STATE ROUTE 99,
 HF1113'18 INCHES E OF RIGHT-OF-WAY FENCE, 11 FEET S OF CENTER LINE OF
 HF1113'FARM ENTRANCE, STAMPED CARR 1940 AND PROJECTS 4 INCHES.
 HF1113'
 HF1113'TO REACH THE STATION FROM SEVERY, GO W ON STATE ROUTE 99,
 HF1113'FOR 0.95 MILE AND TURN LEFT (S), ON HIGHWAY, GO 0.6 MILE TO
 HF1113'AZIMUTH MARK ON W SIDE OF ROAD, CONTINUE S 0.65 MILE AND TURN
 HF1113'RIGHT (W), INTO FARM ON RIGHT SIDE OF HIGHWAY, PASS THROUGH GATE
 HF1113'IN FENCE ON N SIDE OF BARN AND GO N 0.15 MILE TO PASTURE
 HF1113'FENCE, GO W ALONG PASTURE FENCE FOR 0.25 MILE TO FENCE CORNER
 HF1113'AND STATION.
 HF1113'
 HF1113'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HF1113
 HF1113                          STATION RECOVERY (1991)
 HF1113
 HF1113'RECOVERY NOTE BY US POWER SQUADRON 1991 (RC)
 HF1113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1675 ***********************************************************************
 JE1675  DESIGNATION -  CARSON
 JE1675  PID         -  JE1675
 JE1675  STATE/COUNTY-  KS/DOUGLAS
 JE1675  USGS QUAD   -  LAWRENCE WEST (1991)
 JE1675
 JE1675                         *CURRENT SURVEY CONTROL
 JE1675  ___________________________________________________________________
 JE1675* NAD 83(1997)-  38 54 22.19454(N)    095 17 16.14915(W)     ADJUSTED  
 JE1675* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 JE1675  ___________________________________________________________________
 JE1675  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 JE1675  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JE1675
 JE1675  HORZ ORDER  -  SECOND
 JE1675
 JE1675.The horizontal coordinates were established by classical geodetic methods
 JE1675.and adjusted by the National Geodetic Survey in October 1998..
 JE1675
 JE1675.The orthometric height was scaled from a topographic map.
 JE1675
 JE1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1675
 JE1675.The geoid height was determined by GEOID03.
 JE1675
 JE1675;                    North         East     Units Scale Factor Converg.
 JE1675;SPC KS N     -    67,113.068   635,215.385   MT  0.99997483   +1 42 57.7
 JE1675;SPC KS S     -   653,367.539   678,595.341   MT  1.00008482   +1 58 26.3
 JE1675;UTM  15      - 4,308,851.913   301,621.077   MT  1.00008462   -1 26 14.4
 JE1675
 JE1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1675!SPC KS N     -   0.99995397  x   0.99997483  =   0.99992881
 JE1675!SPC KS S     -   0.99995397  x   1.00008482  =   1.00003879
 JE1675!UTM  15      -   0.99995397  x   1.00008462  =   1.00003859
 JE1675
 JE1675                          SUPERSEDED SURVEY CONTROL
 JE1675
 JE1675  NAD 83(1986)-  38 54 22.20222(N)    095 17 16.14906(W) AD(       ) 2
 JE1675  NAD 27      -  38 54 22.18830(N)    095 17 15.24670(W) AD(       ) 2
 JE1675
 JE1675.Superseded values are not recommended for survey control.
 JE1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1675.See file dsdata.txt to determine how the superseded data were derived.
 JE1675
 JE1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD0162108852(NAD 83)
 JE1675_MARKER: V = STONE MONUMENT
 JE1675_SETTING: 0 = UNSPECIFIED SETTING
 JE1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1675
 JE1675  HISTORY     - Date     Condition        Report By
 JE1675  HISTORY     - 1887     MONUMENTED       CGS
 JE1675  HISTORY     - 1934     GOOD             CGS
 JE1675
 JE1675                          STATION DESCRIPTION
 JE1675
 JE1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (FDG)
 JE1675'ABOUT SEVEN MILES SOUTH-SOUTHWEST OF LAWRENCE, AND ABOUT 2 MILES
 JE1675'NORTHWEST OF THE THREE SISTERS, WELL-KNOWN HILLS ON THE
 JE1675'LAWRENCE-WILLOW SPRINGS ROAD, IN THE SE 1/4 SEC. 22, T. 13 S.,
 JE1675'R. 19 E.  THE STATION IS ON LAND BELONGING (1887) TO SAMUEL
 JE1675'CARSON, AND THE POINT HAS BEEN RECENTLY CHRISTENED HAZEL HILL.
 JE1675'THE UNDERGROUND MARK IS A GLASS BOTTLE FILLED WITH ASHES AND
 JE1675'BURIED 2-1/2 FEET BELOW THE SURFACE.  THE SURFACE MARK IS A
 JE1675'LIMESTONE POST 2-1/4 FEET LONG AND 6 INCHES SQUARE, MARKED ON THE
 JE1675'TOP BY TWO RECTANGULAR GROOVES AND THE LETTERS U.S.C.S.  THE
 JE1675'FOLLOWING DISTANCES ARE FROM THE STATION- TO LONE OAK, 167.7
 JE1675'METERS (550 FEET) NORTH OF EAST, TO CORNER OF STONE FENCE
 JE1675'(NORTHWEST CORNER OF QUARTER SECTION), 62.8 METERS (206 FEET)
 JE1675'NORTH OF WEST, TO FENCE, 11.6 METERS (38 FEET) NORTH.
 JE1675
 JE1675                          STATION RECOVERY (1934)
 JE1675
 JE1675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JE1675'ABOUT 7 MILES SOUTHWEST OF LAWRENCE, ABOUT 2 MILES NORTHWEST OF
 JE1675'THE THREE SISTERS, A WELL-KNOWN HILL ON THE LAWRENCE-WILLIS HILLS
 JE1675'ROAD, IN THE SOUTHEAST QUARTER OF SEC. 22, T. 13 S., R. 19 E.,
 JE1675'ON LAND OWNED BY SHANNING SHEPHERD, WHO LIVES IN THE NORTHEAST
 JE1675'QUARTER OF THE SECTION.  THE UNDERGROUND MARK IS A GLASS BOTTLE
 JE1675'FILLED WITH ASHES AND BURIED 2-1/2 FEET DEEP.  THE SURFACE MARK
 JE1675'IS A LIMESTONE POST 2-1/4 FEET LONG AND 6 INCHES SQUARE MARKED
 JE1675'ON THE TOP BY TWO RECTANGULAR GROOVES AND THE LETTERS U.S.C.S.
 JE1675'THE FOLLOWING DISTANCES ARE FROM THE STATION- A HEDGE 7
 JE1675'INCHES IN DIAMETER, S. 52 DEG (MAGNETIC), 14 FEET, A TWIN THORN
 JE1675'TREE 34-1/2 FEET NORTH, THE CENTER OF AN OLD STONE WALL RECENTLY
 JE1675'REMOVED, 38-1/2 FEET AND A NORTH-AND-SOUTH STONE WALL ON THE
 JE1675'WEST, 206 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0752 ***********************************************************************
 HH0752  DESIGNATION -  CARTER
 HH0752  PID         -  HH0752
 HH0752  STATE/COUNTY-  KS/GRANT
 HH0752  USGS QUAD   -  MOSCOW NW (1975)
 HH0752
 HH0752                         *CURRENT SURVEY CONTROL
 HH0752  ___________________________________________________________________
 HH0752* NAD 83(1997)-  37 27 58.20641(N)    101 12 58.90653(W)     ADJUSTED  
 HH0752* NAVD 88     -       916.     (meters)    3005.     (feet)  SCALED    
 HH0752  ___________________________________________________________________
 HH0752  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 HH0752  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 HH0752
 HH0752  HORZ ORDER  -  SECOND
 HH0752
 HH0752.The horizontal coordinates were established by classical geodetic methods
 HH0752.and adjusted by the National Geodetic Survey in October 1998..
 HH0752
 HH0752.The orthometric height was scaled from a topographic map.
 HH0752
 HH0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0752
 HH0752.The geoid height was determined by GEOID03.
 HH0752
 HH0752;                    North         East     Units Scale Factor Converg.
 HH0752;SPC KS S     -   492,232.757   159,738.053   MT  0.99996677   -1 40 09.4
 HH0752;UTM  14      - 4,148,894.701   303,994.335   MT  1.00007325   -1 20 55.1
 HH0752
 HH0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0752!SPC KS S     -   0.99986028  x   0.99996677  =   0.99982705
 HH0752!UTM  14      -   0.99986028  x   1.00007325  =   0.99993352
 HH0752
 HH0752|---------------------------------------------------------------------|
 HH0752| PID    Reference Object                     Distance      Geod. Az  |
 HH0752|                                                           dddmmss.s |
 HH0752| CM8608 CARTER RM 1                           8.342 METERS 17915     |
 HH0752| CM8611 CARTER RM 4                           8.327 METERS 17935     |
 HH0752| CM8607 CARTER AZ MK                                       1820102.6 |
 HH0752| CM8609 CARTER RM 2                          25.902 METERS 29114     |
 HH0752| CM8610 CARTER RM 3                          25.826 METERS 29128     |
 HH0752| HH0734 ULYSSES NEW MUN WATER TANK          APPROX.18.6 KM 3163508.1 |
 HH0752| HH0712 HICKOK SULLIVAN INC GRAIN ELEV      APPROX.10.8 KM 3512002.4 |
 HH0752|---------------------------------------------------------------------|
 HH0752
 HH0752                          SUPERSEDED SURVEY CONTROL
 HH0752
 HH0752  NAD 83(1997)-  37 27 58.21232(N)    101 12 58.90253(W) AD(       ) 2
 HH0752  NAD 83(1986)-  37 27 58.21414(N)    101 12 58.90413(W) AD(       ) 2
 HH0752  NAD 27      -  37 27 58.11770(N)    101 12 57.29158(W) AD(       ) 2
 HH0752
 HH0752.Superseded values are not recommended for survey control.
 HH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0752.See file dsdata.txt to determine how the superseded data were derived.
 HH0752
 HH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG0399448895(NAD 83)
 HH0752_MARKER: DS = TRIANGULATION STATION DISK
 HH0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0752
 HH0752  HISTORY     - Date     Condition        Report By
 HH0752  HISTORY     - 1961     MONUMENTED       CGS
 HH0752  HISTORY     - 1971     POOR             MJH
 HH0752  HISTORY     - 1972     SEE DESCRIPTION  NGS
 HH0752
 HH0752                          STATION DESCRIPTION
 HH0752
 HH0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0752'THE STATION IS ABOUT 10 MILES SOUTHEAST OF ULYSSES, 6-1/2
 HH0752'MILES SOUTH OF HICKOK, IN THE WEST CENTRAL PART OF SECTION
 HH0752'1, T 30 S, R 36 W AND ON PROPERTY OWNED BY MR. ALVIN J. WALTERS.
 HH0752'
 HH0752'TO REACH THE STATION FROM THE RAILROAD CROSSING IN HICKOK,
 HH0752'GO EAST ON U.S. HIGHWAY 160 FOR 0.8 MILE TO A SIDE ROAD RIGHT.
 HH0752'TURN RIGHT, SOUTH, AND GO 6.3 MILE TO THE STATION ON THE
 HH0752'LEFT, EAST, SIDE OF THE ROAD.
 HH0752'
 HH0752'THE STATION, A STANDARD DISK STAMPED CARTER 1961, IS SET IN
 HH0752'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 HH0752'THE GROUND.  IT IS 39 FEET EAST OF THE CENTER OF THE GRAVELED
 HH0752'ROAD, 29 FEET NORTH OF A TELEPHONE POLE AND 4.4 FEET SOUTH
 HH0752'OF A WITNESS POST.  THE UNDERGROUND DISK IS SET 40 INCHES
 HH0752'BELOW THE SURFACE IN AN IRREGULAR MASS OF CONCRETE.
 HH0752'
 HH0752'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CARTER NO 1
 HH0752'1961, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 HH0752'3 INCHES.  IT IS 39 FEET EAST OF THE CENTER OF THE GRAVELED
 HH0752'ROAD, 31.6 FEET SOUTH OF THE WITNESS POST AND 1 FOOT NORTH
 HH0752'OF THE TELEPHONE POLE.
 HH0752'
 HH0752'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CARTER NO 2
 HH0752'1961, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 HH0752'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 83.9 FEET WEST
 HH0752'OF THE WITNESS POST, 41 FEET WEST OF THE CENTER OF THE GRAVELED
 HH0752'ROAD AND 1 FOOT NORTHEAST OF A POWER POLE.
 HH0752'
 HH0752'THE AZIMUTH MARK, A STANDARD DISK STAMPED CARTER 1961, IS
 HH0752'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.2
 HH0752'FOOT ABOVE THE GROUND.  IT IS 46 FEET WEST OF THE CENTER
 HH0752'OF THE GRAVELED ROAD, 33 FEET NORTH OF THE CENTER OF A DIRT
 HH0752'ROAD, 6 FEET WEST OF A POWER POLE AND 1.9 FEET EAST OF A WITNESS
 HH0752'POST.
 HH0752'
 HH0752'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 HH0752'GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT, WEST,
 HH0752'SIDE OF THE ROAD.
 HH0752
 HH0752                          STATION RECOVERY (1971)
 HH0752
 HH0752'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1971 (ATL)
 HH0752'CARTER 1961 RECOVERED IN POOR CONDITION-ROAD WIDENING-MON. STICKS
 HH0752'UP.
 HH0752'
 HH0752'RM NO.1 1961 RECOVERED IN POOR CONDITION-ROAD WIDENING-MON. STICKS
 HH0752'UP.
 HH0752
 HH0752                          STATION RECOVERY (1972)
 HH0752
 HH0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HH0752'THE SUB-SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 HH0752'FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE
 HH0752'MNARK 1 WERE EXPOSED AND SETTING ON TOP THE GROUND SURFACE.
 HH0752'REFERENCE MARK 2 WAS NOT FOUND.  IT IS BELEIVED THAT THESE MARKS WERE
 HH0752'EXPOSED AND DESTROYED WHEN THE COUNTY ROAD WAS WIDEN AND SURFACED.
 HH0752'THE STATION MARKS WERE LOWERED AND REFERENCE MARKS 3 AND 4
 HH0752'WERE ESTABLISHED THIS DATE.  THE ROUTE TO REACH THE
 HH0752'STATION AND AZIMUTH MARK ARE ADEQUATE.  FOLLOWING ARE ADDITIONAL
 HH0752'NOTES FOR THE STATION MARK AND THE AZIMUTH MARK AND A DESCRIPTION
 HH0752'FOR REFERENCE MARK 3 AND 4.
 HH0752'
 HH0752'THE STATION MARK IS 39 FEET EAST OF THE CENTER OF THE COUNTY ROAD,
 HH0752'29.5 FEET NORTH OF A TELEPHONE POLE, 9 FEET WEST OF A FENCE AND 2
 HH0752'FEET SOUTH OF A METAL WITNESS POST AND THE MARK PROJECTS 4 INCHES
 HH0752'ABOVE THE GROUND SURFACE.  THE UNDERGROUND STATION MARK IS 40
 HH0752'INCHES BELOW THE GROUND SURFACE.
 HH0752'
 HH0752'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CARTER 1961 NO 3 1972,
 HH0752'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HH0752'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 41 FEET WEST OF
 HH0752'THE CENTER OF THE COUNTY ROAD, 2 FEET NORTHEAST OF A TELEPHONE POLE
 HH0752'AND 2 FEET SOUTH OF A METAL WITNESS POST.
 HH0752'
 HH0752'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CARTER 1961, NO 4 1972,
 HH0752'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 HH0752'WITH THE GROUND SURFACE.  IT IS 40 FEET EAST OF THE CENTER OF THE
 HH0752'COUNTY ROAD 10 FEET WEST OF THE FENCE, 1.5 FEET NORTH OF THE
 HH0752'TELEPHONE POLE AND 1 FOOT WEST OF A METAL WITNESS POST.
 HH0752'
 HH0752'THE AZIMUTH MARK IS 46 FEET WEST OF THE CENTER OF THE COUNTY ROAD,
 HH0752'33 FEET NORTH OF THE CENTER OF A FIELD ROAD, 6 FEET WEST OF A POWER
 HH0752'POLE AND 1 FOOT NORTH OF A METAL WITNESS POST, AND THE MARK IS 2
 HH0752'INCHES BELOW THE SURFACE OF THE GROUND.
 HH0752'
 HH0752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES SOUTH
 HH0752'OF HICKOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0852 ***********************************************************************
 HE0852  DESIGNATION -  CARTER
 HE0852  PID         -  HE0852
 HE0852  STATE/COUNTY-  KS/MONTGOMERY
 HE0852  USGS QUAD   -  CANEY (1984)
 HE0852
 HE0852                         *CURRENT SURVEY CONTROL
 HE0852  ___________________________________________________________________
 HE0852* NAD 83(1997)-  37 00 01.69720(N)    095 53 03.27727(W)     ADJUSTED  
 HE0852* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 HE0852  ___________________________________________________________________
 HE0852  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 HE0852  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HE0852
 HE0852  HORZ ORDER  -  FIRST
 HE0852
 HE0852.The horizontal coordinates were established by classical geodetic methods
 HE0852.and adjusted by the National Geodetic Survey in October 1998..
 HE0852
 HE0852.The orthometric height was scaled from a topographic map.
 HE0852
 HE0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0852
 HE0852.The geoid height was determined by GEOID03.
 HE0852
 HE0852;                    North         East     Units Scale Factor Converg.
 HE0852;SPC KS S     -   440,314.156   632,815.523   MT  1.00006298   +1 36 26.8
 HE0852;UTM  15      - 4,098,814.324   243,342.782   MT  1.00041157   -1 44 12.3
 HE0852
 HE0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0852!SPC KS S     -   0.99995754  x   1.00006298  =   1.00002052
 HE0852!UTM  15      -   0.99995754  x   1.00041157  =   1.00036909
 HE0852
 HE0852:                Primary Azimuth Mark                     Grid Az
 HE0852:SPC KS S     -  CARTER AZ MK                             062 47 36.1
 HE0852:UTM  15      -  CARTER AZ MK                             066 08 15.2
 HE0852
 HE0852|---------------------------------------------------------------------|
 HE0852| PID    Reference Object                     Distance      Geod. Az  |
 HE0852|                                                           dddmmss.s |
 HE0852| CL4427 CARTER AZ MK                                       0642402.9 |
 HE0852| CL4428 CARTER RM 1                           5.965 METERS 09514     |
 HE0852| CL4429 CARTER RM 2                          12.598 METERS 21655     |
 HE0852| HE0850 CANEY MUNICIPAL STANDPIPE           APPROX. 7.0 KM 2964510.3 |
 HE0852| HE0849 CANEY SINCLAIR PLINE MICROWAVE      APPROX. 1.7 KM 3211502.1 |
 HE0852|---------------------------------------------------------------------|
 HE0852
 HE0852                          SUPERSEDED SURVEY CONTROL
 HE0852
 HE0852  NAD 83(1997)-  37 00 01.69999(N)    095 53 03.27603(W) AD(       ) 1
 HE0852  NAD 83(1986)-  37 00 01.71342(N)    095 53 03.25529(W) AD(       ) 1
 HE0852  NAD 27      -  37 00 01.43872(N)    095 53 02.33168(W) AD(       ) 1
 HE0852
 HE0852.Superseded values are not recommended for survey control.
 HE0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0852.See file dsdata.txt to determine how the superseded data were derived.
 HE0852
 HE0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STA4334398814(NAD 83)
 HE0852_MARKER: DS = TRIANGULATION STATION DISK
 HE0852_SETTING: 80 = SET IN A BOULDER
 HE0852_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HE0852
 HE0852  HISTORY     - Date     Condition        Report By
 HE0852  HISTORY     - 1962     MONUMENTED       CGS
 HE0852
 HE0852                          STATION DESCRIPTION
 HE0852
 HE0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HE0852'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF CANEY, KANSAS
 HE0852'AND ABOUT 1/4 MILE SOUTH OF THE KANSAS-OKLAHOMA STATE LINE,
 HE0852'ON THE HIGHEST POINT OF THE EAST ONE OF TWO BARE TOPPED MOUNDS.
 HE0852'IT IS ON LAND OWNED BY TOM AND KIRK CARTER.
 HE0852'
 HE0852'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND
 HE0852'U.S. HIGHWAY 166 AT THE NORTH EDGE OF CANEY, KANSAS, GO EAST
 HE0852'ON U.S. HIGHWAY 166 FOR 3.1 MILES TO CROSSROADS, TURN RIGHT,
 HE0852'SOUTH, AND GO 1.2 MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD,
 HE0852'SOUTH, FOR 1.0 MILE TO A T-ROAD JUNCTION.  TURN RIGHT, WEST,
 HE0852'FOR 0.2 MILE AND THEN TURN RIGHT INTO A RANCH DRIVE AND GO
 HE0852'0.2 MILE TO RANCH HOUSE, PASS THROUGH GATE JUST EAST OF GARAGE
 HE0852'AND GO NORTH ON RANCH ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON
 HE0852'THE RIGHT.  CONTINUE NORTHERLY FOR 0.2 MILE TO FORK, TURN
 HE0852'LEFT WESTERLY FOR 0.1 MILE TO GATE, PASS THROUGH AND TURN
 HE0852'LEFT SOUTH, FOR 0.2 MILE TO STATION.
 HE0852'
 HE0852'THE STATION MARK IS A STANDARD DISK, STAMPED CARTER 1962,
 HE0852'CEMENTED IN DRILL HOLE IN THE TOP OF A 3 BY 3 FOOT BOULDER
 HE0852'AND PROJECTING 6 INCHES.  IT IS 7.7 FEET SOUTHEAST OF A
 HE0852'WITNESS POST.
 HE0852'
 HE0852'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARTER NO 1 1962,
 HE0852'CEMENTED IN DRILL HOLE IN THE TOP OF A 1-1/2 BY 2 FOOT BOULDER
 HE0852'AND PROJECTING 6 INCHES.  IT IS ABOUT THE SAME ELEVATION AS
 HE0852'THE STATION.
 HE0852'
 HE0852'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARTER NO 2 1962,
 HE0852'CEMENTED IN DRILL HOLE IN THE TOP OF A 3 BY 4 FOOT BOULDER
 HE0852'AND PROJECTING 1 FOOT.  IT IS ABOUT THE SAME ELEVATION AS
 HE0852'THE STATION.
 HE0852'
 HE0852'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CARTER 1962,
 HE0852'CEMENTED IN DRILL HOLE IN THE SOUTHWEST EDGE OF A LARGE MASS OF
 HE0852'ROCK OUTCROP.  IT IS 22.6 FEET EAST OF THE CENTER LINE OF A TRACK
 HE0852'ROAD AND 2.1 FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0783 ***********************************************************************
 KG0783  DESIGNATION -  CASTEN
 KG0783  PID         -  KG0783
 KG0783  STATE/COUNTY-  KS/TREGO
 KG0783  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0783
 KG0783                         *CURRENT SURVEY CONTROL
 KG0783  ___________________________________________________________________
 KG0783* NAD 83(1997)-  39 04 57.70332(N)    099 56 40.25906(W)     ADJUSTED  
 KG0783* NAVD 88     -       748.     (meters)    2454.     (feet)  SCALED    
 KG0783  ___________________________________________________________________
 KG0783  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 KG0783  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 KG0783
 KG0783  HORZ ORDER  -  FIRST
 KG0783
 KG0783.The horizontal coordinates were established by classical geodetic methods
 KG0783.and adjusted by the National Geodetic Survey in October 1998..
 KG0783
 KG0783.The orthometric height was scaled from a topographic map.
 KG0783
 KG0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0783
 KG0783.The geoid height was determined by GEOID03.
 KG0783
 KG0783;                    North         East     Units Scale Factor Converg.
 KG0783;SPC KS N     -    84,993.618   231,769.258   MT  0.99996113   -1 13 49.2
 KG0783;UTM  14      - 4,326,377.971   418,307.189   MT  0.99968217   -0 35 43.8
 KG0783
 KG0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0783!SPC KS N     -   0.99988662  x   0.99996113  =   0.99984776
 KG0783!UTM  14      -   0.99988662  x   0.99968217  =   0.99956883
 KG0783
 KG0783|---------------------------------------------------------------------|
 KG0783| PID    Reference Object                     Distance      Geod. Az  |
 KG0783|                                                           dddmmss.s |
 KG0783| CN8065 CASTEN RM 1                         111.926 METERS 00435     |
 KG0783| CN8066 CASTEN RM 2                         118.186 METERS 01942     |
 KG0783| KG0782 WAKEENEY MUNICIPAL TANK             APPROX. 8.1 KM 1394453.9 |
 KG0783| KG0784 WAKEENEY TREGO CO CTHSE SPIRE       APPROX. 8.2 KM 1394849.9 |
 KG0783| CN8063 CASTEN AZ MK                                       1781957.3 |
 KG0783| CN8064 CASTEN AZ MK 2                                     1804534.6 |
 KG0783| KH0753 COLLYER PUBLIC SCHOOL SPIRE         APPROX.16.0 KM 2492639.3 |
 KG0783| KH0752 COLLYER MUNICIPAL TANK              APPROX.15.7 KM 2521621.5 |
 KG0783| KH0755 QUINTER ST MARGARETS CATH CH        APPROX.25.3 KM 2653644.0 |
 KG0783| KH0756 QUINTER MUNICIPAL TANK              APPROX.25.2 KM 2662009.4 |
 KG0783| KH0754 QUINTER SPIRE J                     APPROX.25.4 KM 2663407.9 |
 KG0783| KH0760 PARK SAC HEART CATH CH CROSS        APPROX.35.9 KM 2754312.8 |
 KG0783| KH0750 ST PETER ST PETERS CATH CHURCH      APPROX.17.1 KM 3134549.7 |
 KG0783| KH0751 COUNTRY CHURCH SPIRE H              APPROX.17.0 KM 3390002.2 |
 KG0783|---------------------------------------------------------------------|
 KG0783
 KG0783                          SUPERSEDED SURVEY CONTROL
 KG0783
 KG0783  NAD 83(1986)-  39 04 57.70863(N)    099 56 40.26041(W) AD(       ) 1
 KG0783  NAD 27      -  39 04 57.68500(N)    099 56 38.81600(W) AD(       ) 1
 KG0783
 KG0783.Superseded values are not recommended for survey control.
 KG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0783.See file dsdata.txt to determine how the superseded data were derived.
 KG0783
 KG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ1830726378(NAD 83)
 KG0783_MARKER: DS = TRIANGULATION STATION DISK
 KG0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0783
 KG0783  HISTORY     - Date     Condition        Report By
 KG0783  HISTORY     - 1934     MONUMENTED       CGS
 KG0783  HISTORY     - 1950     GOOD             CGS
 KG0783
 KG0783                          STATION DESCRIPTION
 KG0783
 KG0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0783'STATION IS LOCATED IN SW 1/4 NW 1/4 SEC. 24, T. 11 S., R. 24
 KG0783'W., ON LAND OF W.L. CASTEN, IN WEST FENCE LINE, 0.1 MILE NORTH
 KG0783'OF CENTER OF SEC. 24, 20 FEET EAST OF CENTERLINE OF ROAD.
 KG0783'
 KG0783'REACHED FROM POST OFFICE IN WAKEENEY BY GOING SOUTH 0.1 MILE AND
 KG0783'TURNING RIGHT JUST BEFORE REACHING RAILROAD CROSSING.  FOLLOW
 KG0783'THIS ROAD WESTERLY ALONG NORTH SIDE OF RAILROAD TRACKS FOR 2.3
 KG0783'MILES, THENCE NORTH AT JOGGED CROSS ROAD AND GO 2 MILES,
 KG0783'THENCE WEST 1.0 MILE, THENCE NORTH ON MAIN ROAD 1.55 MILES TO TOP
 KG0783'OF GRADE AND STATION, 0.55 MILE PAST CROSS ROAD AND FARM
 KG0783'DWELLINGS ON EAST AND WEST SIDES OF ROAD.
 KG0783'
 KG0783'REFERENCE MARK NO. 1 IS SET IN EAST-WEST FENCE LINE NORTH OF
 KG0783'STATION, 23 FEET EAST OF FENCE LINE CORNER, 43 FEET EAST OF
 KG0783'CENTERLINE OF ROAD.
 KG0783'
 KG0783'REFERENCE MARK NO. 2 IS SET IN EAST-WEST FENCE LINE NORTH OF
 KG0783'STATION, 124.5 FEET EAST OF FENCE CORNER, 144.5 FEET EAST OF
 KG0783'CENTERLINE OF ROAD, 101.40 FEET (30.905 METERS) FROM REFERENCE
 KG0783'MARK NO. 1.
 KG0783'
 KG0783'AZIMUTH MARK IS 1.55 MILES SOUTH OF STATION.  REACHED FROM STATION
 KG0783'BY GOING SOUTH ON MAIN ROAD 1.55 MILES, THENCE EAST 0.1 MILE.
 KG0783'MARK IS SET IN EAST-WEST FENCE LINE ON SOUTH SIDE OF ROAD, 23
 KG0783'FEET SOUTH OF CENTERLINE OF ROAD, AND 12 FEET EAST OF TELEPHONE
 KG0783'POLE.
 KG0783'
 KG0783'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KG0783
 KG0783                          STATION RECOVERY (1950)
 KG0783
 KG0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0783'THE STATION MARKS, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KG0783'WERE FOUND AS DESCRIBED AND ARE IN EXCELLENT CONDITION.  THE 1934
 KG0783'AZIMUTH MARK WAS DESTROYED BY ROAD CONSTRUCTION AND A NEW MARK WAS
 KG0783'ESTABLISHED.
 KG0783'
 KG0783'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KG0783'
 KG0783'THE STATION IS LOCATED ABOUT 4.0 MILES NORTH AND 4.0 MILES WEST
 KG0783'OF WAKEENEY ON LAND OWNED BY W.L. CASTEN.  IT IS LOCATED IN A
 KG0783'FARM LANE, 20.0 FEET EAST OF THE CENTER OF A TRACK ROAD, 11.0
 KG0783'FEET NORTH OF A WITNESS POST AND 1.0 FOOT EAST OF THE LANE FENCE.
 KG0783'IT PROJECTS 4 INCHES AND IS STAMPED CASTEN 1934.
 KG0783'
 KG0783'REFERENCE MARK NO. 1 IS LOCATED AT THE NORTH END OF THE LANE,
 KG0783'40.0 FEET EAST OF THE CENTER OF A TRACK ROAD, 22.5 FEET EAST
 KG0783'OF A T FENCE CORNER AND 15.0 FEET WEST OF A FENCE CORNER.  IT
 KG0783'PROJECTS 6 INCHES AND IS STAMPED CASTEN NO 1 1934.
 KG0783'
 KG0783'REFERENCE MARK NO. 2 IS LOCATED AT THE NORTH EDGE OF A CULTIVATED
 KG0783'FIELD, 86.0 FEET EAST OF A FENCE CORNER AND 1.0 FOOT SOUTH OF A
 KG0783'FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED CASTEN NO 2 1934.
 KG0783'
 KG0783'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KG0783'2 IS 101.40 FEET.
 KG0783'
 KG0783'THE AZIMUTH MARK IS 57.0 FEET NORTH OF THE CENTER OF A GRADED
 KG0783'ROAD, 31.0 FEET EAST OF THE CENTER OF A GRADED ROAD, 4.0 FEET
 KG0783'EAST OF A FENCE CORNER AND 1.0 FOOT NORTH OF A FENCE.  IT IS A
 KG0783'STANDARD REFERENCE MARK DISK SET IN CONCRETE PROJECTING 8
 KG0783'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CASTEN AZI
 KG0783'1950.
 KG0783'
 KG0783'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 KG0783'SQUARE JUST NORTH OF THE POST OFFICE IN WAKEENEY, GO EAST ON
 KG0783'RUSSELL AVENUE FOR 0.6 MILE TO THE JUNCTION WITH U.S. HIGHWAY NO.
 KG0783'283 AT THE EAST EDGE OF TOWN.  HERE TURN LEFT AND GO NORTH ON
 KG0783'U.S. HIGHWAY NO. 283 FOR 3.3 MILES TO A T ROAD LEFT, TURN LEFT
 KG0783'AND GO NORTH ON A GRADED ROAD FOR 4.0 MILES TO A T INTERSECTION,
 KG0783'TURN RIGHT AND GO NORTH ON A TRACK ROAD FOR 0.6 MILE TO THE
 KG0783'STATION ON THE RIGHT AS DESCRIBED.
 KG0783'
 KG0783'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A TRACK
 KG0783'ROAD FOR 0.6 MILE TO A T ROAD LEFT AND A GRADED ROAD STRAIGHT
 KG0783'AHEAD.  CONTINUE STRAIGHT AHEAD ON A GRADED ROAD FOR 1.0 MILE TO
 KG0783'A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT NEAR A FENCE CORNER
 KG0783'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0657 ***********************************************************************
 JH0657  DESIGNATION -  CASTLE ROCK
 JH0657  PID         -  JH0657
 JH0657  STATE/COUNTY-  KS/GOVE
 JH0657  USGS QUAD   -  CASTLE ROCK (1974)
 JH0657
 JH0657                         *CURRENT SURVEY CONTROL
 JH0657  ___________________________________________________________________
 JH0657* NAD 83(1997)-  38 51 23.23283(N)    100 10 07.94302(W)     ADJUSTED  
 JH0657* NAVD 88     -                                                        
 JH0657  ___________________________________________________________________
 JH0657  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 JH0657  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 JH0657
 JH0657  HORZ ORDER  -  THIRD
 JH0657
 JH0657.The horizontal coordinates were established by classical geodetic methods
 JH0657.and adjusted by the National Geodetic Survey in October 1998..
 JH0657
 JH0657
 JH0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0657
 JH0657.The geoid height was determined by GEOID03.
 JH0657
 JH0657;                    North         East     Units Scale Factor Converg.
 JH0657;SPC KS N     -    60,326.219   211,760.981   MT  0.99998038   -1 22 20.2
 JH0657;UTM  14      - 4,301,496.358   398,579.525   MT  0.99972666   -0 44 00.2
 JH0657
 JH0657                          SUPERSEDED SURVEY CONTROL
 JH0657
 JH0657  NAD 83(1986)-  38 51 23.23840(N)    100 10 07.94342(W) AD(       ) 4
 JH0657  NAD 27      -  38 51 23.19600(N)    100 10 06.48500(W) AD(       ) 3
 JH0657
 JH0657.Superseded values are not recommended for survey control.
 JH0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0657.See file dsdata.txt to determine how the superseded data were derived.
 JH0657
 JH0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ9858001496(NAD 83)
 JH0657_MARKER: Z = SEE DESCRIPTION
 JH0657_SETTING: 0 = UNSPECIFIED SETTING
 JH0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0657
 JH0657  HISTORY     - Date     Condition        Report By
 JH0657  HISTORY     - 1890     MONUMENTED       CGS
 JH0657
 JH0657                          STATION DESCRIPTION
 JH0657
 JH0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (FDG)
 JH0657'ABOUT 11 MILES SOUTH AND 2 MILES WEST OF COLLYER, NEAR SEC.
 JH0657'1, T. 14 S., R. 26 W.  TO THE NORTHWEST, A FEW HUNDRED YARDS
 JH0657'FROM THE ROCK, STANDS THE FAMOUS CASTLE TOWER WHICH RISES
 JH0657'ABRUPTLY FROM THE FLAT PRAIRIE TO THE HEIGHT OF 73 FEET.  THE
 JH0657'MAIN COLLYER ROAD PASSES ABOUT 200 YARDS WEST OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1517 ***********************************************************************
 JF1517  DESIGNATION -  CAT
 JF1517  PID         -  JF1517
 JF1517  STATE/COUNTY-  KS/MARION
 JF1517  USGS QUAD   -  PEABODY (1989)
 JF1517
 JF1517                         *CURRENT SURVEY CONTROL
 JF1517  ___________________________________________________________________
 JF1517* NAD 83(1997)-  38 14 25.60709(N)    097 01 28.19381(W)     ADJUSTED  
 JF1517* NAVD 88     -       433.6    (meters)    1423.     (feet)  VERTCON   
 JF1517  ___________________________________________________________________
 JF1517  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 JF1517  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 JF1517
 JF1517  HORZ ORDER  -  FIRST
 JF1517
 JF1517.The horizontal coordinates were established by classical geodetic methods
 JF1517.and adjusted by the National Geodetic Survey in October 1998..
 JF1517
 JF1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1517
 JF1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1517
 JF1517.The geoid height was determined by GEOID03.
 JF1517
 JF1517;                    North         East     Units Scale Factor Converg.
 JF1517;SPC KS S     -   575,689.781   529,161.036   MT  0.99995175   +0 54 24.3
 JF1517;UTM  14      - 4,234,338.787   672,884.027   MT  0.99996811   +1 13 23.0
 JF1517
 JF1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1517!SPC KS S     -   0.99993655  x   0.99995175  =   0.99988831
 JF1517!UTM  14      -   0.99993655  x   0.99996811  =   0.99990466
 JF1517
 JF1517:                Primary Azimuth Mark                     Grid Az
 JF1517:SPC KS S     -  MARION CTHSE CLOCK TOWER                 001 06 58.3
 JF1517:UTM  14      -  MARION CTHSE CLOCK TOWER                 000 47 59.6
 JF1517
 JF1517|---------------------------------------------------------------------|
 JF1517| PID    Reference Object                     Distance      Geod. Az  |
 JF1517|                                                           dddmmss.s |
 JF1517| JF1514 MARION CTHSE CLOCK TOWER            APPROX.11.9 KM 0020122.6 |
 JF1517| JF1513 MARION W MUN TANK                   APPROX.11.9 KM 0035044.2 |
 JF1517| JF1442 BURNS MUN WATER TANK                APPROX.20.3 KM 1432920.8 |
 JF1517| CL4443 CAT RM 3                                           1770820.2 |
 JF1517| JF1518 CATLIN                                7.519 METERS 18259     |
 JF1517| CL4442 CAT RM 1                              7.949 METERS 35758     |
 JF1517|---------------------------------------------------------------------|
 JF1517
 JF1517                          SUPERSEDED SURVEY CONTROL
 JF1517
 JF1517  NAD 83(1997)-  38 14 25.61678(N)    097 01 28.19290(W) AD(       ) 1
 JF1517  NAD 83(1986)-  38 14 25.61759(N)    097 01 28.19268(W) AD(       ) 1
 JF1517  NAD 27      -  38 14 25.55300(N)    097 01 27.09611(W) AD(       ) 1
 JF1517  NGVD 29 (07/19/86)  433.4    (m)         1422.     (f) VERT ANG       
 JF1517
 JF1517.Superseded values are not recommended for survey control.
 JF1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1517.See file dsdata.txt to determine how the superseded data were derived.
 JF1517
 JF1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7288434339(NAD 83)
 JF1517_MARKER: DS = TRIANGULATION STATION DISK
 JF1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1517_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1517
 JF1517  HISTORY     - Date     Condition        Report By
 JF1517  HISTORY     - 1972     MONUMENTED       NGS
 JF1517
 JF1517                          STATION DESCRIPTION
 JF1517
 JF1517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1517'STATION IS ABOUT 7-1/2 MILES SOUTH OF MARION, 5 MILES WEST OF
 JF1517'FLORENCE, 4-1/2 MILES NORTH AND 4 MILES EAST OF PEABODY, ON
 JF1517'ROAD RIGHT-OF-WAY IN SEC. 7., T. 21 S., R. 4 E.
 JF1517'
 JF1517'TO REACH THE STATION FROM THE POST OFFICE IN PEABODY, GO EAST
 JF1517'ON SECOND STREET ABOUT 150 FEET TO WALNUT STREET.  TURN LEFT AND
 JF1517'GO NORTH ON WALNUT STREET FOR 0.6 MILE TO THE JUNCTION WITH U.S.
 JF1517'50.  TURN RIGHT AND GO EAST AND NORTHEAST ON U.S. HIGHWAY 50 FOR
 JF1517'5.1 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH
 JF1517'ON THE PAVED ROAD FOR 2.35 MILES TO A CROSSROAD AND REFERENCE
 JF1517'MARK 3 ON THE RIGHT, IN THE SOUTHEAST ANGLE OF THE CROSSROADS.
 JF1517'CONTINUE NORTH ON PAVED ROAD FOR 0.5 MILE TO THE STATION ON
 JF1517'THE LEFT.
 JF1517'
 JF1517'STATION MARKS ARE STANDARD DISKS, STAMPED CAT 1972.  SURFACE
 JF1517'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF1517'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 45.6 FEET NORTH OF
 JF1517'A LONE WALNUT TREE, 34.0 FEET WEST OF THE CENTER OF THE PAVED
 JF1517'ROAD, 7.8 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 1.0
 JF1517'FOOT EAST OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN
 JF1517'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE GROUND SURFACE.
 JF1517'
 JF1517'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAT NO 1 1972,
 JF1517'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JF1517'PROJECTS 2 INCHES.  IT IS 34.4 FEET WEST OF THE CENTER OF THE
 JF1517'PAVED ROAD, 18.6 FEET NORTH OF THE METAL WITNESS POST, 1.0 FEET
 JF1517'EAST OF THE FENCE AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 JF1517'
 JF1517'CATLIN (USGS) IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JF1517'STAMPED CATLIN 1956, SET IN THE TOP OF A 6-INCH CYLINDRICAL
 JF1517'CONCRETE MONUMENT THAT HAS BEEN REINFORCED WITH CONCRETE AND
 JF1517'PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 35.7 FEET WEST OF THE
 JF1517'CENTER OF THE PAVED ROAD, 32.0 FEET SOUTH OF THE METAL WITNESS
 JF1517'POST AND 20.8 FEET NORTH OF THE LONE WALNUT TREE.  A TRAVERSE
 JF1517'CONNECTION WAS MADE TO TRAVERSE STATION CAT, THE DISTANCE BEING
 JF1517'(24.67) FEET OR 7.519 METERS SOUTH OF THE STATION.
 JF1517'
 JF1517'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CAT NO 3 1972,
 JF1517'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JF1517'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 58.5 FEET EAST OF THE
 JF1517'CENTER OF THE PAVED ROAD, 48.5 FEET SOUTH OF THE CENTER OF A
 JF1517'ROAD, 2.3 FEET EAST OF A TELEPHONE LINE POLE, 2.3 FEET SOUTHWEST
 JF1517'OF A METAL WITNESS POST AND 2.0 FEET NORTHWEST OF A FENCE.
 JF1517'
 JF1517'HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0654 ***********************************************************************
 HG0654  DESIGNATION -  CAT
 HG0654  PID         -  HG0654
 HG0654  STATE/COUNTY-  KS/FORD
 HG0654  USGS QUAD   -  BUCKLIN (1969)
 HG0654
 HG0654                         *CURRENT SURVEY CONTROL
 HG0654  ___________________________________________________________________
 HG0654* NAD 83(1997)-  37 35 11.10109(N)    099 42 11.47129(W)     ADJUSTED  
 HG0654* NAVD 88     -       748.190  (meters)    2454.69   (feet)  ADJUSTED  
 HG0654  ___________________________________________________________________
 HG0654  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 HG0654  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 HG0654  DYNAMIC HT  -         747.533 (meters)    2452.53  (feet)  COMP
 HG0654  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 HG0654
 HG0654  HORZ ORDER  -  SECOND
 HG0654  VERT ORDER  -  FIRST     CLASS II
 HG0654
 HG0654.The horizontal coordinates were established by classical geodetic methods
 HG0654.and adjusted by the National Geodetic Survey in October 1998..
 HG0654
 HG0654.The orthometric height was determined by differential leveling
 HG0654.and adjusted by the National Geodetic Survey in June 1991..
 HG0654
 HG0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0654
 HG0654.The geoid height was determined by GEOID03.
 HG0654
 HG0654.The dynamic height is computed by dividing the NAVD 88
 HG0654.geopotential number by the normal gravity value computed on the
 HG0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0654.degrees latitude (g = 980.6199 gals.).
 HG0654
 HG0654.The modeled gravity was interpolated from observed gravity values.
 HG0654
 HG0654;                    North         East     Units Scale Factor Converg.
 HG0654;SPC KS S     -   502,763.755   293,738.428   MT  0.99995253   -0 44 21.8
 HG0654;UTM  14      - 4,160,161.122   437,916.593   MT  0.99964747   -0 25 44.1
 HG0654
 HG0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0654!SPC KS S     -   0.99988677  x   0.99995253  =   0.99983930
 HG0654!UTM  14      -   0.99988677  x   0.99964747  =   0.99953428
 HG0654
 HG0654:                Primary Azimuth Mark                     Grid Az
 HG0654:SPC KS S     -  BUCKLIN CO OP GRAIN ELEVATOR             121 18 45.6
 HG0654:UTM  14      -  BUCKLIN CO OP GRAIN ELEVATOR             121 00 07.9
 HG0654
 HG0654|---------------------------------------------------------------------|
 HG0654| PID    Reference Object                     Distance      Geod. Az  |
 HG0654|                                                           dddmmss.s |
 HG0654| HG1009 BUCKLIN CO OP GRAIN ELEVATOR        APPROX. 7.4 KM 1203423.8 |
 HG0654| HG1010 BUCKLIN MUN WATER TANK              APPROX. 7.2 KM 1234704.9 |
 HG0654| CK9164 CAT RM 1                             19.783 METERS 19357     |
 HG0654| HG1014 KINGSDOWN CO OP GRAIN ELEVATOR      APPROX. 8.7 KM 2164144.3 |
 HG0654| HG1015 BLOOM MICROWAVE MAST KAH 79         APPROX.15.7 KM 2354308.2 |
 HG0654| CK9165 CAT RM 2                             23.183 METERS 26951     |
 HG0654| CK9163 CAT AZ MK                                          3570528.5 |
 HG0654|---------------------------------------------------------------------|
 HG0654
 HG0654                          SUPERSEDED SURVEY CONTROL
 HG0654
 HG0654  NAD 83(1997)-  37 35 11.10897(N)    099 42 11.47169(W) AD(       ) 2
 HG0654  NAD 83(1986)-  37 35 11.10291(N)    099 42 11.46775(W) AD(       ) 2
 HG0654  NAD 27      -  37 35 11.03062(N)    099 42 10.01596(W) AD(       ) 2
 HG0654
 HG0654.Superseded values are not recommended for survey control.
 HG0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0654.See file dsdata.txt to determine how the superseded data were derived.
 HG0654
 HG0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG3791760161(NAD 83)
 HG0654_MARKER: DS = TRIANGULATION STATION DISK
 HG0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0654_SP_SET: CONCRETE POST
 HG0654_STAMPING: CAT 1961
 HG0654_MARK LOGO: CGS   
 HG0654_PROJECTION: RECESSED 3 CENTIMETERS
 HG0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0654+STABILITY: SURFACE MOTION
 HG0654
 HG0654  HISTORY     - Date     Condition        Report By
 HG0654  HISTORY     - 1961     MONUMENTED       CGS
 HG0654  HISTORY     - 1986     GOOD             NGS
 HG0654
 HG0654                          STATION DESCRIPTION
 HG0654
 HG0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0654'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF BUCKLIN, 4 MILES
 HG0654'SOUTHEAST OF FORD, IN THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER
 HG0654'OF SECTION 23, T 28 S, R 22 W, AND ON PROPERTY OWNED BY MR. MAX E.
 HG0654'SEACAT.
 HG0654'
 HG0654'TO REACH THE STATION FROM THE POST OFFICE IN FORD, GO SOUTHEAST ON
 HG0654'STATE HIGHWAY 154 FOR 3.8 MILES TO A CROSSROAD.  TURN RIGHT, SOUTH,
 HG0654'ON A DIRT ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HG0654'CONTINUE AHEAD ON THE DIRT ROAD, SOUTH, FOR 0.45 MILE TO A
 HG0654'CROSSROAD AND THE STATION IN THE NORTHEAST ANGLE OF THE
 HG0654'INTERSECTION.
 HG0654'
 HG0654'STATION MARKS ARE STANDARD DISKS STAMPED CAT 1961.  THE SURFACE DISK
 HG0654'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG0654'GROUND.  IT IS 53 FEET NORTHEAST OF THE CENTER OF THE CROSSROAD, 44
 HG0654'FEET EAST OF THE CENTER OF THE DIRT ROAD, 32 FEET NORTH OF THE
 HG0654'CENTER OF A DIRT ROAD, 7.5 FEET EAST OF A POWER LINE GUY POLE, 4.6
 HG0654'FEET NORTHEAST OF A CORNER FENCE POST AND 4.2 FEET NORTHEAST OF
 HG0654'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 HG0654'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 HG0654'GROUND.
 HG0654'
 HG0654'REFERENCE MARK NO 1, A STANDARD DISK STAMPED CAT NO 1 1961, IS SET IN
 HG0654'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 31 FEET SOUTH
 HG0654'OF THE CENTER OF THE DIRT ROAD, 28 FEET EAST OF THE CENTER OF A
 HG0654'DIRT ROAD, 2.5 FEET EAST OF A CORNER FENCE POST AND 1.5 FEET EAST
 HG0654'OF A TELEPHONE POLE.
 HG0654'
 HG0654'REFERENCE MARK NO 2, A STANDARD DISK STAMPED CAT NO 2 1961, IS SET IN
 HG0654'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 32 FEET WEST
 HG0654'OF THE CENTER OF THE DIRT ROAD, 31 FEET NORTH OF THE CENTER OF A DIRT
 HG0654'ROAD, 4 FEET NORTHWEST OF A POWER POLE AND 3 FEET NORTH OF A
 HG0654'CORNER FENCE POST.
 HG0654'
 HG0654'AZIMUTH MARK, A STANDARD DISK STAMPED CAT 1961, IS SET IN A SQUARE
 HG0654'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 37 FEET WEST OF THE
 HG0654'CENTER OF THE DIRT ROAD, 1.8 FEET SOUTH OF A METAL WITNESS POST AND
 HG0654'1 FOOT EAST OF A FENCE.
 HG0654'
 HG0654'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
 HG0654
 HG0654                          STATION RECOVERY (1986)
 HG0654
 HG0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0654'7.6 KM (4.7 MI) NW FROM BUCKLIN.
 HG0654'5.85 KM (3.6 MI) NORTHWEST ALONG STATE HIGHWAY 34 FROM THE WEST
 HG0654'JUNCTION OF US HIGHWAY 54 AT BUCKLIN, THENCE 1.8 KM (1.12 MI) WEST
 HG0654'ALONG A DIRT ROAD, IN THE NORTHEAST CORNER OF THE INTERSECTION OF A
 HG0654'DIRT ROAD, 9.7 METERS (32 FT) NORTH OF THE CENTER OF THE ROAD, 13.4
 HG0654'METERS (44 FT) EAST OF THE CENTER OF A ROAD, 23.1 METERS (76 FT) EAST
 HG0654'OF RM 2, 19.8 METERS (65 FT) NORTH OF RM 1 AND 2.6 METERS (8.5 FT)
 HG0654'EAST OF A GUYED POWER POLE.
 HG0654'THE MARK IS 1.2 METERS  ENE FROM  A WITNESS POST
 HG0654'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0705 ***********************************************************************
 HE0705  DESIGNATION -  CATION
 HE0705  PID         -  HE0705
 HE0705  STATE/COUNTY-  KS/ALLEN
 HE0705  USGS QUAD   -  IOLA SE (1965)
 HE0705
 HE0705                         *CURRENT SURVEY CONTROL
 HE0705  ___________________________________________________________________
 HE0705* NAD 83(1997)-  37 45 42.45424(N)    095 19 26.64601(W)     ADJUSTED  
 HE0705* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 HE0705  ___________________________________________________________________
 HE0705  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HE0705  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 HE0705
 HE0705  HORZ ORDER  -  FIRST
 HE0705
 HE0705.The horizontal coordinates were established by classical geodetic methods
 HE0705.and adjusted by the National Geodetic Survey in October 1998..
 HE0705
 HE0705.The orthometric height was scaled from a topographic map.
 HE0705
 HE0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0705
 HE0705.The geoid height was determined by GEOID03.
 HE0705
 HE0705;                    North         East     Units Scale Factor Converg.
 HE0705;SPC KS S     -   526,307.655   679,778.764   MT  0.99993960   +1 57 06.1
 HE0705;UTM  15      - 4,181,929.358   295,280.589   MT  1.00011623   -1 25 25.3
 HE0705
 HE0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0705!SPC KS S     -   0.99995432  x   0.99993960  =   0.99989393
 HE0705!UTM  15      -   0.99995432  x   1.00011623  =   1.00007055
 HE0705
 HE0705:                Primary Azimuth Mark                     Grid Az
 HE0705:SPC KS S     -  LA HARPE MUNICIPAL TANK                  005 37 23.1
 HE0705:UTM  15      -  LA HARPE MUNICIPAL TANK                  008 59 54.5
 HE0705
 HE0705|---------------------------------------------------------------------|
 HE0705| PID    Reference Object                     Distance      Geod. Az  |
 HE0705|                                                           dddmmss.s |
 HE0705| HE0703 LA HARPE MUNICIPAL TANK             APPROX.17.1 KM 0073429.2 |
 HE0705| CL4445 CATION RM 1                          27.015 METERS 06452     |
 HE0705| CL4447 CATION RM 3                          16.474 METERS 07215     |
 HE0705| CL4444 CATION AZ MK                                       0883753.0 |
 HE0705| CL4448 CATION RM 4                          23.859 METERS 17644     |
 HE0705| CL4446 CATION RM 2                          38.970 METERS 18846     |
 HE0705| HE0697 CHANUTE N MUNICIPAL TANK            APPROX.14.8 KM 2353144.7 |
 HE0705| HE0701 CHANUTE MUNICIPAL AIRPORT BCN       APPROX.17.5 KM 2362234.3 |
 HE0705| HE0696 CHANUTE ASH GROVE CEMENT E STK      APPROX.13.8 KM 2394727.2 |
 HE0705| HE0706 HUMBOLDT MUNICIPAL TANK             APPROX.11.3 KM 2990614.9 |
 HE0705|---------------------------------------------------------------------|
 HE0705
 HE0705                          SUPERSEDED SURVEY CONTROL
 HE0705
 HE0705  NAD 83(1997)-  37 45 42.45884(N)    095 19 26.64616(W) AD(       ) 1
 HE0705  NAD 83(1986)-  37 45 42.46153(N)    095 19 26.63541(W) AD(       ) 1
 HE0705  NAD 27      -  37 45 42.30400(N)    095 19 25.70000(W) AD(       ) 1
 HE0705
 HE0705.Superseded values are not recommended for survey control.
 HE0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0705.See file dsdata.txt to determine how the superseded data were derived.
 HE0705
 HE0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9528181929(NAD 83)
 HE0705_MARKER: DS = TRIANGULATION STATION DISK
 HE0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0705
 HE0705  HISTORY     - Date     Condition        Report By
 HE0705  HISTORY     - 1940     MONUMENTED       CGS
 HE0705  HISTORY     - 1948     GOOD             CGS
 HE0705  HISTORY     - 1953     GOOD             CGS
 HE0705  HISTORY     - 1970     GOOD             NGS
 HE0705  HISTORY     - 1972     GOOD             NGS
 HE0705
 HE0705                          STATION DESCRIPTION
 HE0705
 HE0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE0705'STATION IS ABOUT 10 MILES NE OF CHANUTE IN THE NW 1/4 OF SECTION
 HE0705'27, T 26 S, R 19 E, IN THE SE ANGLE OF A GRAVEL CROSS ROAD.  IT IS
 HE0705'ON PROPERTY OWNED BY LIZZIE CATION.  STATION MARK IS STAMPED
 HE0705'CATION 1940 AND PROJECTS ABOUT 1 INCH.  IT IS 36 FEET S OF A
 HE0705'FENCE, 19 FEET E OF A FENCE, 44 FEET E OF THE CENTER OF
 HE0705'A GRAVEL ROAD, 58 FEET S OF THE CENTER OF A GRAVEL ROAD, 20
 HE0705'FEET E OF A WHITE REFERENCE POST AND 35 FEET E OF 3 MAIL BOXES.
 HE0705'
 HE0705'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0705'BRONZE DISKS SET IN CONCRETE.
 HE0705'
 HE0705'REFERENCE MARK NO. 1 IS STAMPED CATION NO. 1 1940 AND PROJECTS
 HE0705'4 INCHES.  IT IS 22 FEET S OF THE CENTER OF A GRAVEL ROAD AND 1
 HE0705'FOOT S OF A FENCE.
 HE0705'
 HE0705'REFERENCE MARK NO. 2 IS STAMPED CATION NO. 2 1940 AND PROJECTS
 HE0705'4 INCHES.  IT IS 22 FEET E OF THE CENTER OF A GRAVEL ROAD AND
 HE0705'1 FOOT E OF A FENCE.
 HE0705'
 HE0705'THE AZIMUTH MARK IS STAMPED CATION 1940 AND PROJECTS 4 INCHES.
 HE0705'IT IS 1 FOOT S OF A FENCE, 2 FEET W OF A FENCE CORNER, 2 FEET
 HE0705'W OF A WHITE REFERENCE POST, 21 FEET S OF THE CENTER OF A
 HE0705'GRAVEL ROAD AND 250 FEET SW OF A LARGE WHITE HOUSE.  TO REACH
 HE0705'THE AZIMUTH MARK FROM THE STATION, GO E ON GRAVEL ROAD, 0.35
 HE0705'MILE TO THE AZIMUTH MARK ON THE RIGHT, (S) SIDE OF ROAD.
 HE0705'
 HE0705'TO REACH THE STATION FROM CHANUTE, GO E ON STATE HIGHWAY 39
 HE0705'FOR 7 MILES TO A GRAVEL CROSS ROAD, TURN LEFT, (N) AND GO
 HE0705'5 MILES TO THE STATION IN THE SE ANGLE OF A GRAVEL CROSS
 HE0705'ROAD.
 HE0705'
 HE0705'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HE0705
 HE0705                          STATION RECOVERY (1948)
 HE0705
 HE0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0705'THE STATION REFERENCE MARKS NOS 1 AND 2 AND
 HE0705'AZIMUTH MARK, RECOVERED AS DESCRIBED IN 1940 AND
 HE0705'FOUND IN GOOD CONDITION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 HE0705'
 HE0705'THE STATION IS LOCATED ABOUT 10.0 MILES NORTHEAST OF CHANUTE IN
 HE0705'THE SOUTHEAST ANGLE OF CROSSROAD AND IN THE NORTHWEST CORNER OF A
 HE0705'PASTURE ON LAND OWNED BY MR. W.C. MINTS.  IT IS ABOUT 0.15 MILE
 HE0705'NORTH-NORTHWEST OF THE MINTS FARM HOUSE, 36 FEET SOUTH OF
 HE0705'EAST-WEST FENCE LINE, 58 FEET SOUTH OF THE CENTER OF EAST-WEST
 HE0705'ROAD, 19 FEET EAST OF NORTH-SOUTH FENCE LINE AND 20 FEET EAST
 HE0705'OF WITNESS POST.  IT IS STAMPED CATION 1940 AND SET FLUSH WITH
 HE0705'THE GROUND SURFACE.
 HE0705'
 HE0705'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, 22 FEET
 HE0705'SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT SOUTH OF
 HE0705'EAST-WEST FENCE LINE.  IT IS STAMPED CATION NO 1 1940 AND
 HE0705'PROJECTS 4 INCHES.
 HE0705'
 HE0705'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, 22 FEET
 HE0705'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT EAST OF
 HE0705'NORTH-SOUTH FENCE LINE.  IT IS STAMPED CATION NO 2 1940 AND
 HE0705'PROJECTS 4 INCHES.
 HE0705'
 HE0705'THE AZIMUTH MARK IS ABOUT 0.35 MILE EAST OF THE STATION, 21
 HE0705'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 250 FEET SOUTHWEST
 HE0705'OF A LARGE FARM HOUSE, 2 FEET WEST OF FENCE CORNER, 2 FEET WEST
 HE0705'OF WITNESS POST AND 1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED
 HE0705'CATION 1940 AND PROJECTS 4 INCHES.  TO REACH FROM THE STATION,
 HE0705'GO EAST FOR 0.35 MILE TO THE MARK ON THE SOUTH SIDE OF ROAD
 HE0705'AS DESCRIBED.
 HE0705'
 HE0705'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 169
 HE0705'AND STATE ROUTE 39 IN CHANUTE, GO EAST ON STATE ROUTE 39 FOR
 HE0705'7.1 MILES TO CROSSROAD JUST AFTER CROSSING CONCRETE BRIDGE,
 HE0705'TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 5.5 MILES TO
 HE0705'CROSSROAD AND STATION IN THE SOUTHEAST ANGLE AS DESCRIBED.
 HE0705'
 HE0705'OBSERVATIONS MADE FROM A 77 FOOT TOWER.
 HE0705'
 HE0705'A 74 FOOT SIGNAL AT STATION ROSE 1934 IS VISIBLE AT 37 FEET.
 HE0705'
 HE0705'A 74 FOOT SIGNAL AT STATION BARNHART 1934 IS VISIBLE AT 37 FEET.
 HE0705'
 HE0705'AN 87 FOOT SIGNAL AT STATION MORAN IS VISIBLE AT 37 FEET.
 HE0705'
 HE0705'A 74 FOOT SIGNAL AT STATION ELSMORE IS VISIBLE AT 20 FEET.
 HE0705'
 HE0705'A 74 FOOT SIGNAL AT STATION SAVON 1940 IS VISIBLE AT 4 FEET.
 HE0705
 HE0705                          STATION RECOVERY (1953)
 HE0705
 HE0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 HE0705'STATION RECOVER AS DESCRIBED AND IN GOOD CONDITION, DESCRIPTION
 HE0705'ADEQUATE.
 HE0705'
 HE0705'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED AND IN GOOD CONDITION,
 HE0705'DESCRIPTION ADEQUATE.
 HE0705'
 HE0705'REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED AND IN GOOD
 HE0705'CONDITION, DESCRIPTION ADEQUATE.
 HE0705'
 HE0705'AZIMUTH MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION,
 HE0705'DESCRIPTION ADEQUATE.
 HE0705
 HE0705                          STATION RECOVERY (1970)
 HE0705
 HE0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HE0705'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 HE0705'THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 HE0705'CONDITION.
 HE0705'
 HE0705'THE DESCRIPTION WILL BE ADEQUATE FOR RECOVERY WITH THE ADDITIONAL
 HE0705'NOTES.
 HE0705'
 HE0705'STATION IS 37.5 FEET SOUTH OF AN EAST-WEST FENCE, 19 FEET EAST OF
 HE0705'A METAL WITNESS POST SET IN A NORTH-SOUTH FENCE, AND IS FLUSH WITH
 HE0705'THE SURFACE OF THE GROUND.
 HE0705'
 HE0705'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 HE0705'DESCRIBED.
 HE0705'
 HE0705'AZIMUTH MARK IS 3 FEET SOUTHWEST OF A T-FENCE CORNER POST AND 2 FEET
 HE0705'SOUTH OF A METAL WITNESS POST SET IN AN EAST-WEST FENCE.
 HE0705'
 HE0705'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 59 AND
 HE0705'STATE HIGHWAY 39 WHICH IS 11 MILES EAST OF CHANUTE, GO EAST ON
 HE0705'STATE HIGHWAY 39 FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 HE0705'NORTH ON A SURFACED AND GRAVELED ROAD FOR 5.5 MILES TO A CROSSROAD
 HE0705'AND THE STATION IN THE SOUTHEAST ANGLE.
 HE0705'
 HE0705'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 HE0705'NORTHEAST OF CHANUTE.
 HE0705
 HE0705                          STATION RECOVERY (1972)
 HE0705
 HE0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HE0705'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 HE0705'CONSTRUCTION, REFERENCE MARKS 1 AND 2 WERE REMOVED.  THE DISTANCES
 HE0705'AND DIRECTIONS TO REFERENCE MARKS 1 AND 2 WERE CHECKED AND THEY
 HE0705'COMPARED FAVORABLY WITH THE PREVIOUS DATA BEFORE THE MARKS WERE
 HE0705'REMOVED.  THE DESCRIPTION OF THE ROUTE TO REACH THE STATION AND
 HE0705'THE AZIMUTH MARK IS ADEQUATE.  THE STATION IS ON COUNTY ROAD
 HE0705'RIGHT-OF-WAY PROPERTY.
 HE0705'
 HE0705'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED THIS DATE.
 HE0705'
 HE0705'FOLLOWING ARE NEW NOTES FOR THE STATION MARK AND THE AZIMUTH MARK
 HE0705'AND A DESCRIPTION OF THE NEW REFERENCE MARKS.
 HE0705'
 HE0705'THE STATION MARK IS 63.4 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 HE0705'COUNTY ROAD, 42.6 FEET EAST OF A NORTH-SOUTH COUNTY ROAD, 8.6 FEET
 HE0705'SOUTH-SOUTHWEST OF A POWER POLE AND 3 FEET SOUTH OF A METAL WITNESS
 HE0705'POST.
 HE0705'
 HE0705'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CATION 1940 NO 3 1972,
 HE0705'SET IN THE TOP IF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HE0705'8 INCHES ABOVE GROUND SURFACE.  IT IS 93.5 FEET EAST OF THE CENTER
 HE0705'OF THE NORTH-SOUTH ROAD, 48.5 FEET EAST-NORTHEAST OF THE POWER
 HE0705'POLE, 47 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 1
 HE0705'FOOT EAST OF A METAL WITNESS POST.
 HE0705'
 HE0705'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CATION 1940 NO 4 1972,
 HE0705'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HE0705'8 INCHES ABOVE GROUND SURFACE.  IT IS 140.6 FEET SOUTH OF THE
 HE0705'CENTER OF THE EAST-WEST ROAD, 86 FEET SOUTH OF POWER POLE, 48 FEET
 HE0705'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT NORTH OF A
 HE0705'METAL WITNESS POST.
 HE0705'
 HE0705'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 HE0705'COUNTY ROAD, 3 FEET SOUTHWEST OF A T-FENCE CORNER POST, 2 FEET WEST
 HE0705'OF A GATE IN A NORTH-SOUTH FENCE AND 2 FEET SOUTH OF A METAL
 HE0705'WITNESS POST IN A FENCE LINE.
 HE0705'
 HE0705'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 HE0705'NORTHEAST OF CHANUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1518 ***********************************************************************
 JF1518  DESIGNATION -  CATLIN
 JF1518  PID         -  JF1518
 JF1518  STATE/COUNTY-  KS/MARION
 JF1518  USGS QUAD   -  PEABODY (1989)
 JF1518
 JF1518                         *CURRENT SURVEY CONTROL
 JF1518  ___________________________________________________________________
 JF1518* NAD 83(1997)-  38 14 25.36356(N)    097 01 28.20987(W)     ADJUSTED  
 JF1518* NAVD 88     -       433.8    (meters)    1423.     (feet)  VERTCON   
 JF1518  ___________________________________________________________________
 JF1518  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 JF1518  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 JF1518
 JF1518  HORZ ORDER  -  SECOND
 JF1518
 JF1518.The horizontal coordinates were established by classical geodetic methods
 JF1518.and adjusted by the National Geodetic Survey in October 1998..
 JF1518
 JF1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1518
 JF1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1518
 JF1518.The geoid height was determined by GEOID03.
 JF1518
 JF1518;                    North         East     Units Scale Factor Converg.
 JF1518;SPC KS S     -   575,682.267   529,160.765   MT  0.99995174   +0 54 24.2
 JF1518;UTM  14      - 4,234,331.272   672,883.797   MT  0.99996811   +1 13 23.0
 JF1518
 JF1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1518!SPC KS S     -   0.99993652  x   0.99995174  =   0.99988826
 JF1518!UTM  14      -   0.99993652  x   0.99996811  =   0.99990463
 JF1518
 JF1518                          SUPERSEDED SURVEY CONTROL
 JF1518
 JF1518  NAD 83(1997)-  38 14 25.37325(N)    097 01 28.20896(W) AD(       ) 2
 JF1518  NAD 83(1986)-  38 14 25.37406(N)    097 01 28.20874(W) AD(       ) 2
 JF1518  NAD 27      -  38 14 25.30947(N)    097 01 27.11217(W) AD(       ) 2
 JF1518  NGVD 29 (07/19/86)  433.6    (m)         1423.     (f) VERT ANG       
 JF1518
 JF1518.Superseded values are not recommended for survey control.
 JF1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1518.See file dsdata.txt to determine how the superseded data were derived.
 JF1518
 JF1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7288434331(NAD 83)
 JF1518_MARKER: DS = TRIANGULATION STATION DISK
 JF1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1518+STABILITY: SURFACE MOTION
 JF1518
 JF1518  HISTORY     - Date     Condition        Report By
 JF1518  HISTORY     - 1956     MONUMENTED       USGS
 JF1518  HISTORY     - 1972     GOOD             NGS
 JF1518
 JF1518                          STATION DESCRIPTION
 JF1518
 JF1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1518'STATION IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JF1518'STAMPED CATLIN 1956, SET IN THE TOP OF A 6-INCH CYLINDRICAL
 JF1518'CONCRETE MONUMENT THAT HAS BEEN REINFORCED WITH CONCRETE
 JF1518'AND PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 35.7 FEET WEST OF
 JF1518'THE CENTER OF A PAVED ROAD, 32.0 FEET SOUTH OF A METAL WITNESS
 JF1518'POST AND 20.8 FEET NORTH OF A LONE WALNUT TREE.
 JF1518'
 JF1518'TO REACH THE STATION FROM THE POST OFFICE IN PEABODY, GO EAST
 JF1518'ON SECOND STREET ABOUT 150 FEET TO WALNUT STREET.  TURN LEFT
 JF1518'AND GO NORTH ON WALNUT STREET FOR 0.6 MILE TO THE JUNCTION WITH
 JF1518'U.S. 50.  TURN RIGHT AND GO EAST AND NORTHEAST ON U.S. HIGHWAY
 JF1518'50 FOR 5.1 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO
 JF1518'NORTH ON THE PAVED ROAD FOR 2.35 MILES TO A CROSSROAD.  CONTINUE
 JF1518'NORTH ON PAVED ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 JF1518'
 JF1518'A TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION CAT, THE
 JF1518'DISTANCE BEING (24.67 FEET OR 7.519 METERS SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0721 ***********************************************************************
 KH0721  DESIGNATION -  CATUR RESET
 KH0721  PID         -  KH0721
 KH0721  STATE/COUNTY-  KS/DECATUR
 KH0721  USGS QUAD   -  NORCATUR (1978)
 KH0721
 KH0721                         *CURRENT SURVEY CONTROL
 KH0721  ___________________________________________________________________
 KH0721* NAD 83(1997)-  39 50 10.22697(N)    100 12 01.08373(W)     ADJUSTED  
 KH0721* NAVD 88     -       806.     (meters)    2644.     (feet)  SCALED    
 KH0721  ___________________________________________________________________
 KH0721  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 KH0721  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 KH0721
 KH0721  HORZ ORDER  -  SECOND
 KH0721
 KH0721.The horizontal coordinates were established by classical geodetic methods
 KH0721.and adjusted by the National Geodetic Survey in October 1998..
 KH0721
 KH0721.The orthometric height was scaled from a topographic map.
 KH0721
 KH0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0721
 KH0721.The geoid height was determined by GEOID03.
 KH0721
 KH0721;                    North         East     Units Scale Factor Converg.
 KH0721;SPC KS N     -   169,127.337   211,676.395   MT  1.00000900   -1 23 31.8
 KH0721;UTM  14      - 4,410,263.601   397,296.870   MT  0.99972986   -0 46 08.3
 KH0721
 KH0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0721!SPC KS N     -   0.99987738  x   1.00000900  =   0.99988638
 KH0721!UTM  14      -   0.99987738  x   0.99972986  =   0.99960727
 KH0721
 KH0721:                Primary Azimuth Mark                     Grid Az
 KH0721:SPC KS N     -  NORCATUR MUNICIPAL TANK                  069 17 35.5
 KH0721:UTM  14      -  NORCATUR MUNICIPAL TANK                  068 40 12.0
 KH0721
 KH0721|---------------------------------------------------------------------|
 KH0721| PID    Reference Object                     Distance      Geod. Az  |
 KH0721|                                                           dddmmss.s |
 KH0721| KH0722 NORCATUR MUNICIPAL TANK             APPROX. 0.9 KM 0675403.7 |
 KH0721| CN8072 CATUR AZ MK                                        0710748.8 |
 KH0721| CN8075 CATUR RM 3                          177.333 METERS 09236     |
 KH0721| CN8073 CATUR RM 1                           31.532 METERS 12234     |
 KH0721| CN8076 CATUR RM 4                          202.967 METERS 15852     |
 KH0721| KH0734 CLAYTON R IS RR SHORTWAVE TWR       APPROX.11.3 KM 1665602.2 |
 KH0721| CN8074 CATUR RM 2                           19.015 METERS 26855     |
 KH0721|---------------------------------------------------------------------|
 KH0721
 KH0721                          SUPERSEDED SURVEY CONTROL
 KH0721
 KH0721  NAD 83(1997)-  39 50 10.22814(N)    100 12 01.08319(W) AD(       ) 2
 KH0721  NAD 83(1986)-  39 50 10.23181(N)    100 12 01.08696(W) AD(       ) 2
 KH0721  NAD 27      -  39 50 10.21400(N)    100 11 59.59200(W) AD(       ) 2
 KH0721
 KH0721.Superseded values are not recommended for survey control.
 KH0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0721.See file dsdata.txt to determine how the superseded data were derived.
 KH0721
 KH0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK9729710264(NAD 83)
 KH0721_MARKER: DS = TRIANGULATION STATION DISK
 KH0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0721
 KH0721  HISTORY     - Date     Condition        Report By
 KH0721  HISTORY     - 1950     MONUMENTED       CGS
 KH0721  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KH0721
 KH0721                          STATION DESCRIPTION
 KH0721
 KH0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0721'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF THE BUSINESS
 KH0721'DISTRICT OF NORCATUR IN THE NORTH EDGE OF A PASTURE, 88 FEET
 KH0721'WEST OF A T FENCE CORNER AND 6 INCHES SOUTH OF AN EAST-WEST
 KH0721'FENCE LINE.  IT IS STAMPED CATUR 1950 AND PROJECTS 8 INCHES.
 KH0721'
 KH0721'REFERENCE MARK NO. 1 IS NEAR THE NORTHEAST CORNER OF A PASTURE,
 KH0721'2 FEET SOUTH OF THE SOUTH END OF A WIRE GATE AND 1 FOOT WEST
 KH0721'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED CATUR NO 1 1950
 KH0721'AND PROJECTS 6 INCHES.
 KH0721'
 KH0721'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A PASTURE, 1
 KH0721'FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED CATUR
 KH0721'NO 2 1950 AND PROJECTS 4 INCHES.
 KH0721'
 KH0721'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 159.09 FEET.
 KH0721'
 KH0721'THE AZIMUTH MARK IS IN THE EAST EDGE OF A VACANT LOT, 175 FEET
 KH0721'NORTH OF THE NORTH RAIL OF THE CHICAGO, BURLINGTON AND QUINCY
 KH0721'RAILROAD TRACK, 57 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KH0721'ROAD, 36 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD AND 1
 KH0721'FOOT NORTH OF A POWER LINE POLE.  IT IS STAMPED CATUR 1950
 KH0721'AND PROJECTS 4 INCHES.
 KH0721'
 KH0721'TO REACH THE STATION FROM THE POST OFFICE IN NORCATUR, GO
 KH0721'NORTH FOR 0.1 MILE TO A T INTERSECTION, TURN LEFT AND GO WEST
 KH0721'FOR 0.05 MILE TO A CROSSROAD, (TURN RIGHT AND GO NORTH ACROSS
 KH0721'RAILROAD TRACKS FOR 0.05 MILE TO AZIMUTH MARK ON LEFT AS
 KH0721'DESCRIBED) CONTINUE WEST AND SOUTHWEST ALONG SOUTH SIDE OF
 KH0721'RAILROAD TRACKS FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT
 KH0721'AND GO NORTH, CROSSING RAILROAD TRACKS, FOR 0.1 MILE TO A
 KH0721'DRIVEWAY INTO FARMYARD ON LEFT, TURN LEFT AND GO WEST THROUGH
 KH0721'FARMYARD ALONG SOUTH SIDE OF FENCE FOR 0.1 MILE TO A WIRE
 KH0721'GATE IN A NORTH-SOUTH FENCE LINE AND STATION JUST BEYOND AS
 KH0721'DESCRIBED.
 KH0721'
 KH0721'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KH0721
 KH0721                          STATION RECOVERY (1958)
 KH0721
 KH0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KH0721'THE SURFACE STATION MARK AND BOTH REFERENCE MARKS WERE REMOVED
 KH0721'AND THE PASTURE IS IN A CULTIVATED FIELD, NOW.  ALL REFERENCE
 KH0721'POINTS SUCH AS FENCES HAD BEEN REMOVED, TOO.  THE UNDERGROUND
 KH0721'STATION MARK WAS RECOVERED AND LOWERED IN PLACE.  THE SURFACE
 KH0721'STATION MARK WAS REPLACED AND REFERENCE MARKS NO. 3 AND NO. 4
 KH0721'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 KH0721'
 KH0721'STATION IS LOCATED ABOUT 1/2 MILE WEST IF THE MAIN BUSINESS
 KH0721'DISTRICT OF THE SMALL TOWN OF NORCATUR AND ABOUT 250 YARDS
 KH0721'NORTHWEST OF A POINT WHERE A NORTH-SOUTH DIRT ROAD CROSSES THE CB
 KH0721'AND Q RAILROAD TRACKS IN A CULTIVATED FIELD, 718 FEET
 KH0721'NORTH-NORTHWEST OF THE CENTER OF THE CB AND Q RAILROAD TRACK, AND
 KH0721'608 FEET OF THE CENTER OF A NORTH-SOUTH DIRT ROAD.  THE
 KH0721'SURFACE MARK IS 14 INCHES BELOW THE GROUND LEVEL AND THE
 KH0721'DISK IS STAMPED CATUR 1950.
 KH0721'
 KH0721'REFERENCE MARK NO. 3 IS 581.80 FEET (SLOPE) EAST OF THE STATION,
 KH0721'462 FEET NORTH OF A POINT WHERE A NORTH-SOUTH DIRT ROAD CROSSES
 KH0721'THE RAILROAD TRACKS, 26 FEET WEST OF THE CENTER OF DIRT
 KH0721'ROAD, 7 FEET NORTH-NORTHWEST OF A POWER POLE WITH A TRANSFORMER,
 KH0721'AND 4 FEET SOUTH-SOUTHWEST OF AN APRICOT TREE.  THE MARK PROJECTS
 KH0721'8 INCHES AND THE DISK IS STAMPED CATUR NO 3 1950.
 KH0721'
 KH0721'REFERENCE MARK NO. 4 IS 665.90 FEET (SLOPE) SOUTH-SOUTHEAST OF THE
 KH0721'STATION, 425 FEET WEST OF WHERE THE CENTER OF A NORTH-SOUTH
 KH0721'DIRT ROAD CROSSES THE RAILROAD TRACKS, ABOUT 100 FEET NORTHWEST
 KH0721'OF THE SECOND TELEGRAPH POLE ALONG THE RAILROAD WEST OF ROAD
 KH0721'CROSSING, 52 FEET NORTH-NORTHWEST OF THE CENTER OF THE CB AND Q
 KH0721'RAILROAD TRACKS, AND 2 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 KH0721'SNOW FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 KH0721'CATUR NO 4 1950.
 KH0721'
 KH0721'AZIMUTH MARK IS 0.45 MILE EAST-NORTHEAST OF THE STATION, ABOUT
 KH0721'100 YARDS WEST OF THE CB AND Q RAILROAD STATION, IN THE EAST
 KH0721'EDGE OF A VACANT LOT, 175 FEET NORTH OF THE NORTH RAIL OF
 KH0721'TRACKS, 57 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 36
 KH0721'FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, AND 1 FOOT
 KH0721'NORTH OF A POWER POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 KH0721'IS STAMPED CATUR 1950.
 KH0721'
 KH0721'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN
 KH0721'OF NORCATUR, GO SOUTH ON HARD-SURFACED ROAD FOR 0.6 MILE TO
 KH0721'U.S. HIGHWAY 36.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 36 FOR
 KH0721'0.5 MILE TO CROSSROADS.  TURN RIGHT AND GO NORTH ON GRADED
 KH0721'ROAD FOR 0.5 MILE TO RAILROAD CROSSING.  CROSS TRACK AND CONTINUE
 KH0721'NORTH FOR 0.1 MILE TO TREES AND REFERENCE MARK NO. 3.  THE
 KH0721'STATION IS 581.80 FEET WEST IN THE MIDDLE OF A CULTIVATED FIELD
 KH0721'AS DESCRIBED.
 KH0721'
 KH0721'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.15
 KH0721'MILE TO A T-ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.35 MILE
 KH0721'TO ANOTHER T-ROAD.  TURN SOUTH 50 FEET TO THE AZIMUTH MARK ON
 KH0721'THE RIGHT.
 KH0721'
 KH0721'ANGLES WERE MEASURED AT BOTH REFERENCE MARKS DUE THE SUB-SURFACE
 KH0721'STATION MARK AND THE DISTANCE OF THE REFERENCE MARKS FROM THE
 KH0721'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0582 ***********************************************************************
 KG0582  DESIGNATION -  CAWKER
 KG0582  PID         -  KG0582
 KG0582  STATE/COUNTY-  KS/MITCHELL
 KG0582  USGS QUAD   -  CAWKER CITY (1980)
 KG0582
 KG0582                         *CURRENT SURVEY CONTROL
 KG0582  ___________________________________________________________________
 KG0582* NAD 83(1997)-  39 30 33.76776(N)    098 25 14.31422(W)     ADJUSTED  
 KG0582* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 KG0582  ___________________________________________________________________
 KG0582  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 KG0582  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 KG0582
 KG0582  HORZ ORDER  -  THIRD
 KG0582
 KG0582.The horizontal coordinates were established by classical geodetic methods
 KG0582.and adjusted by the National Geodetic Survey in October 1998..
 KG0582
 KG0582.The orthometric height was scaled from a topographic map.
 KG0582
 KG0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0582
 KG0582.The geoid height was determined by GEOID03.
 KG0582
 KG0582;                    North         East     Units Scale Factor Converg.
 KG0582;SPC KS N     -   130,640.426   363,825.258   MT  0.99996702   -0 15 58.1
 KG0582;UTM  14      - 4,373,465.706   549,806.025   MT  0.99963054   +0 22 06.9
 KG0582
 KG0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0582!SPC KS N     -   0.99993195  x   0.99996702  =   0.99989897
 KG0582!UTM  14      -   0.99993195  x   0.99963054  =   0.99956251
 KG0582
 KG0582|---------------------------------------------------------------------|
 KG0582| PID    Reference Object                     Distance      Geod. Az  |
 KG0582|                                                           dddmmss.s |
 KG0582| KG0584 CAWKER 2                             19.267 METERS 01804     |
 KG0582| CN8077 CAWKER AZ MK                                       1031355.3 |
 KG0582| CN8078 CAWKER RM 1                          16.733 METERS 26957     |
 KG0582| KG0583 CAWKER CITY MUNICIPAL TANK          APPROX. 0.9 KM 2725537.4 |
 KG0582| CN8081 CAWKER RM 2                          18.338 METERS 35554     |
 KG0582|---------------------------------------------------------------------|
 KG0582
 KG0582                          SUPERSEDED SURVEY CONTROL
 KG0582
 KG0582  NAD 83(1997)-  39 30 33.77408(N)    098 25 14.31323(W) AD(       ) 3
 KG0582  NAD 83(1986)-  39 30 33.77482(N)    098 25 14.31400(W) AD(       ) 3
 KG0582  NAD 27      -  39 30 33.73400(N)    098 25 13.08800(W) AD(       ) 3
 KG0582
 KG0582.Superseded values are not recommended for survey control.
 KG0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0582.See file dsdata.txt to determine how the superseded data were derived.
 KG0582
 KG0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ4980673466(NAD 83)
 KG0582_MARKER: DS = TRIANGULATION STATION DISK
 KG0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0582
 KG0582  HISTORY     - Date     Condition        Report By
 KG0582  HISTORY     - 1950     MONUMENTED       CGS
 KG0582  HISTORY     - 1961     SEE DESCRIPTION  CGS
 KG0582
 KG0582                          STATION DESCRIPTION
 KG0582
 KG0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0582'THE STATION IS LOCATED ABOUT 0.65 MILE EAST OF THE CENTER OF CAWKER
 KG0582'CITY ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY NO. 24.  IT IS 57.5
 KG0582'FEET EAST OF A TRIANGLE BLAZED TELEPHONE POLE, 28.0 FEET SOUTH
 KG0582'OF THE CENTER OF U.S. HIGHWAY NO. 24 AND 3.0 FEET WEST OF A
 KG0582'WITNESS POST.  IT IS STAMPED CAWKER 1950 AND PROJECTS 3 INCHES.
 KG0582'
 KG0582'REFERENCE MARK NO. 1 IS 28.0 FEET SOUTH OF THE CENTER OF U.S.
 KG0582'HIGHWAY NO. 24 AND 2 FEET EAST OF A TRIANGLE BLAZED TELEPHONE POLE.
 KG0582'IT IS STAMPED CAWKER NO 1 1950 AND PROJECTS 1 INCH.
 KG0582'
 KG0582'REFERENCE MARK NO. 2 IS 32.0 FEET NORTH OF THE CENTER OF U.S.
 KG0582'HIGHWAY NO. 24.  IT IS STAMPED CAWKER NO 2 1950 AND SET FLUSH WITH
 KG0582'THE SURFACE OF THE GROUND.
 KG0582'
 KG0582'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 79.27 FEET.
 KG0582'
 KG0582'THE AZIMUTH MARK IS 19.0 FEET EAST OF THE CENTER OF A DIRT ROAD,
 KG0582'15.0 FEET NORTH OF THE CENTER OF A FIELD DRIVEWAY, 2.0 FEET SOUTH
 KG0582'OF A STONE FENCE POST AT THE NORTH END OF A WIRE GATE AND 1.5
 KG0582'FEET SOUTHEAST OF A WITNESS POST.  IT IS STAMPED CAWKER 1950 AND
 KG0582'PROJECTS 3 INCHES.
 KG0582'
 KG0582'TO REACH THE STATION FROM THE CAUTION LIGHT IN CAWKER CITY, GO
 KG0582'EAST ON U.S. HIGHWAY NO. 24 FOR 0.6 MILE TO THE STATION ON THE
 KG0582'RIGHT AS DESCRIBED.
 KG0582'
 KG0582'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 KG0582'HIGHWAY NO. 24 FOR 0.3 MILE TO CROSSROADS, TURN RIGHT AND GO SOUTH
 KG0582'ON DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 KG0582'DESCRIBED.
 KG0582
 KG0582                          STATION RECOVERY (1961)
 KG0582
 KG0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RLE)
 KG0582'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KG0582'ROAD WORK ALONG U.S. HIGHWAY 24 WILL DESTROY THE STATION AND
 KG0582'REFERENCE MARK NO. 1.  THEY WERE DESTROYED AND A NEW STATION,
 KG0582'CAWKER 2 AND REFERENCE MARK NO. 3 WERE ESTABLISHED.  THE
 KG0582'UNDERGROUND MARK FOR THIS STATION MAY NOT BE DESTROYED.  FOR
 KG0582'DETAILS, SEE THE DESCRIPTION OF CAWKER 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0584 ***********************************************************************
 KG0584  DESIGNATION -  CAWKER 2
 KG0584  PID         -  KG0584
 KG0584  STATE/COUNTY-  KS/MITCHELL
 KG0584  USGS QUAD   -  CAWKER CITY (1980)
 KG0584
 KG0584                         *CURRENT SURVEY CONTROL
 KG0584  ___________________________________________________________________
 KG0584* NAD 83(1997)-  39 30 34.36168(N)    098 25 14.06404(W)     ADJUSTED  
 KG0584* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 KG0584  ___________________________________________________________________
 KG0584  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 KG0584  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 KG0584
 KG0584  HORZ ORDER  -  THIRD
 KG0584
 KG0584.The horizontal coordinates were established by classical geodetic methods
 KG0584.and adjusted by the National Geodetic Survey in October 1998..
 KG0584.No horizontal observational check was made to the station.
 KG0584
 KG0584.The orthometric height was scaled from a topographic map.
 KG0584
 KG0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0584
 KG0584.The geoid height was determined by GEOID03.
 KG0584
 KG0584;                    North         East     Units Scale Factor Converg.
 KG0584;SPC KS N     -   130,658.714   363,831.320   MT  0.99996703   -0 15 58.0
 KG0584;UTM  14      - 4,373,484.054   549,811.881   MT  0.99963055   +0 22 07.1
 KG0584
 KG0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0584!SPC KS N     -   0.99993195  x   0.99996703  =   0.99989898
 KG0584!UTM  14      -   0.99993195  x   0.99963055  =   0.99956252
 KG0584
 KG0584|---------------------------------------------------------------------|
 KG0584| PID    Reference Object                     Distance      Geod. Az  |
 KG0584|                                                           dddmmss.s |
 KG0584| CN8083 CAWKER 2 RM 4                        10.973 METERS 00524     |
 KG0584| CN8082 CAWKER 2 RM 3                        10.281 METERS 09206     |
 KG0584| KG0621 GLEN ELDER MUNICIPAL STANDPIPE      APPROX. 9.4 KM 0964542.4 |
 KG0584| CN8077 CAWKER AZ MK                                       1051228.9 |
 KG0584| KG0582 CAWKER                               19.267 METERS 19804     |
 KG0584| CN8081 CAWKER RM 2                           7.283 METERS 26942     |
 KG0584| KG0583 CAWKER CITY MUNICIPAL TANK          APPROX. 0.9 KM 2714515.4 |
 KG0584|---------------------------------------------------------------------|
 KG0584
 KG0584                          SUPERSEDED SURVEY CONTROL
 KG0584
 KG0584  NAD 83(1997)-  39 30 34.36801(N)    098 25 14.06305(W) AD(       ) 3
 KG0584  NAD 83(1986)-  39 30 34.36875(N)    098 25 14.06381(W) AD(       ) 3
 KG0584  NAD 27      -  39 30 34.32800(N)    098 25 12.83800(W) AD(       ) 3
 KG0584
 KG0584.Superseded values are not recommended for survey control.
 KG0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0584.See file dsdata.txt to determine how the superseded data were derived.
 KG0584
 KG0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ4981273484(NAD 83)
 KG0584_MARKER: DS = TRIANGULATION STATION DISK
 KG0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0584_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0584
 KG0584  HISTORY     - Date     Condition        Report By
 KG0584  HISTORY     - 1961     MONUMENTED       CGS
 KG0584  HISTORY     - 1968     GOOD             CGS
 KG0584  HISTORY     - 1969     GOOD             CGS
 KG0584
 KG0584                          STATION DESCRIPTION
 KG0584
 KG0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KG0584'STATION IS LOCATED ABOUT 3/4 MILE EAST OF THE CENTER OF CAWKER
 KG0584'CITY ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 24 AND 250 YARDS
 KG0584'EAST OF A CROSSROAD ALONG THE SOUTH SIDE OF SEC. 22, T 6 S, R 10
 KG0584'W., 113 FEET NORTH OF THE CENTERLINE OF NEW U.S. HIGHWAY 24, 32
 KG0584'FEET NORTH OF THE CENTER OF OLD U.S. HIGHWAY 24, AND 1 FOOT
 KG0584'SOUTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 2 INCHES
 KG0584'AND THE DISK IS STAMPED CAWKER 2 1961.
 KG0584'
 KG0584'TO REACH THE STATION FROM THE POST OFFICE IN CAWKER CITY, GO
 KG0584'EAST ON U.S. HIGHWAY 24 FOR 0.6 MILE TO THE STATION ON THE LEFT
 KG0584'AS DESCRIBED.
 KG0584'
 KG0584'REFERENCE MARK NO. 2 (ARROW POINTS SOUTH TO OLD STATION)
 KG0584'IS WEST OF THE STATION, 32 FEET NORTH OF THE CENTER OF OLD
 KG0584'U.S. HIGHWAY 24, AND 1 FOOT EAST OF A STEEL RIGHT-OF-WAY
 KG0584'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 KG0584'AND THE DISK IS STAMPED CAWKER NO 2 1950.
 KG0584'
 KG0584'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 32 FEET NORTH
 KG0584'OF THE CENTER OF OLD U.S. HIGHWAY 24, AND 1 FOOT WEST OF
 KG0584'A WHITE WOODEN POST.  THE MARK PROJECTS 2 INCHES AND THE
 KG0584'DISK IS STAMPED CAWKER 2 NO 3 1961.
 KG0584'
 KG0584'AZIMUTH MARK IS 0.3 MILE EAST-SOUTHEAST OF THE STATION,
 KG0584'19 FEET EAST OF THE CENTER OF A DIRT ROAD, 15 FEET NORTH
 KG0584'OF THE CENTER OF A FIELD DRIVEWAY, 2 FEET SOUTH OF THE NORTH
 KG0584'STONE GATE POST, AND 1.5 FEET SOUTHEAST OF A WHITE WITNESS
 KG0584'POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 KG0584'CAWKER 1950.
 KG0584'
 KG0584'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 KG0584'HIGHWAY 24 FOR 0.3 MILE TO CROSSROADS.  TURN RIGHT AND GO
 KG0584'SOUTH ON DIRT ROAD FOR 0.1 MILE TO A FIELD ENTRANCE ON THE
 KG0584'LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 KG0584'
 KG0584'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0584
 KG0584                          STATION RECOVERY (1968)
 KG0584
 KG0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KG0584'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH
 KG0584'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 KG0584'MARK NO. 3 WAS FOUND DESTROYED.  THE ANGLE BETWEEN THE INTERSECTION
 KG0584'STATIONS AND THE AZIMUTH MARK DID NOT CHECK AND IF THE AZIMUTH
 KG0584'MARK WAS DISTURBED IT WOULD BE IN A WESTERLY DIRECTION.
 KG0584'
 KG0584'REFERENCE MARK NO. 4 WAS SET.
 KG0584'
 KG0584'FOLLOWING IS A NEW DESCRIPTION.
 KG0584'
 KG0584'TO REACH THE STATION FROM THE POST OFFICE IN CAWKER CITY,
 KG0584'GO EAST ON U.S. HIGHWAY 24 FOR 0.4 MILE TO A CROSSROAD.
 KG0584'TURN RIGHT AND THEN LEFT ON OLD U.S. HIGHWAY 24 AND GO EAST
 KG0584'FOR 0.2 MILE TO THE STATION ON THE LEFT.  (CONTINUE EAST
 KG0584'ON OLD U.S. HIGHWAY 24 FOR 0.3 MILE TO A CROSSROAD.  TURN
 KG0584'RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH
 KG0584'MARK ON THE LEFT.)
 KG0584'
 KG0584'STATION MARK, A STANDARD DISK STAMPED CAWKER 2 1961, IS
 KG0584'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 KG0584'INCHES.  IT IS 114 FEET NORTH OF THE CENTER OF OLD HIGHWAY,
 KG0584'92.5 FEET WEST-SOUTHWEST OF WEST GATE POST AT THE SOUTH
 KG0584'ENTRANCE OF A FENCED STORAGE LOT, 19.5 FEET SOUTH-SOUTHWEST
 KG0584'OF THE SOUTHWEST CORNER OF THE FENCED LOT, AND 1 FOOT SOUTH
 KG0584'OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 KG0584'INSPECTED.
 KG0584'
 KG0584'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CAWKER 2 1950,
 KG0584'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KG0584'WITH THE SURFACE OF THE GROUND.  IT IS 34.5 FEET SOUTHWEST
 KG0584'OF THE SOUTHWEST CORNER OF THE FENCED LOT AND 1 FOOT EAST
 KG0584'OF A METAL WITNESS POST.
 KG0584'
 KG0584'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CAWKER 2 1961
 KG0584'NO. 4 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 KG0584'WHICH PROJECTS 4 INCHES.  IT IS 17 FEET NORTH OF THE SOUTHWEST
 KG0584'CORNER OF THE FENCED LOT AND 1 FOOT WEST OF THE FENCE.
 KG0584'
 KG0584'AZIMUTH MARK, A STANDARD DISK STAMPED CAWKER 1950, IS SET
 KG0584'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KG0584'IT IS 28 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE, 24,
 KG0584'FEET EAST OF THE CENTER OF A DIRT ROAD, 14 FEET WEST OF THE
 KG0584'WEST SIDE OF THE SECOND GRAIN BIN FROM THE SOUTH END OF
 KG0584'A ROW OF BINS, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KG0584'
 KG0584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 KG0584'0.65 MILE EAST OF CAWKER CITY.
 KG0584
 KG0584                          STATION RECOVERY (1969)
 KG0584
 KG0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0584'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 4, AND
 KG0584'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 KG0584'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 KG0584'ADEQUATE FOR RECOVERY.
 KG0584'
 KG0584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.65 MILE
 KG0584'EAST OF CAWKER CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0583 ***********************************************************************
 KG0583  DESIGNATION -  CAWKER CITY MUNICIPAL TANK
 KG0583  PID         -  KG0583
 KG0583  STATE/COUNTY-  KS/MITCHELL
 KG0583  USGS QUAD   -  CAWKER CITY (1980)
 KG0583
 KG0583                         *CURRENT SURVEY CONTROL
 KG0583  ___________________________________________________________________
 KG0583* NAD 83(1997)-  39 30 35.26190(N)    098 25 52.08155(W)     ADJUSTED  
 KG0583* NAVD 88     -                                                        
 KG0583  ___________________________________________________________________
 KG0583  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KG0583  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 KG0583
 KG0583  HORZ ORDER  -  THIRD
 KG0583
 KG0583.The horizontal coordinates were established by classical geodetic methods
 KG0583.and adjusted by the National Geodetic Survey in October 1998..
 KG0583
 KG0583
 KG0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0583
 KG0583.The geoid height was determined by GEOID03.
 KG0583
 KG0583;                    North         East     Units Scale Factor Converg.
 KG0583;SPC KS N     -   130,690.747   362,923.278   MT  0.99996705   -0 16 22.0
 KG0583;UTM  14      - 4,373,506.018   548,903.847   MT  0.99962944   +0 21 42.9
 KG0583
 KG0583                          SUPERSEDED SURVEY CONTROL
 KG0583
 KG0583  NAD 83(1997)-  39 30 35.26833(N)    098 25 52.08453(W) AD(       ) 4
 KG0583  NAD 83(1986)-  39 30 35.26893(N)    098 25 52.08237(W) AD(       ) 4
 KG0583  NAD 27      -  39 30 35.22900(N)    098 25 50.86400(W) AD(       ) 3
 KG0583
 KG0583.Superseded values are not recommended for survey control.
 KG0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0583.See file dsdata.txt to determine how the superseded data were derived.
 KG0583
 KG0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ4890473506(NAD 83)
 KG0583_MARKER: 53 = ELEVATED TANK
 KG0583_SETTING: 0 = UNSPECIFIED SETTING
 KG0583
 KG0583  HISTORY     - Date     Condition        Report By
 KG0583  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0583  HISTORY     - 1967     GOOD             CGS
 KG0583
 KG0583                          STATION DESCRIPTION
 KG0583
 KG0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0583'THE STATION IS LOCATED IN THE CENTER OF CAWKER CITY, 110 FEET
 KG0583'NORTH OF U.S. HIGHWAY 24 AND STATE HIGHWAY NO. 9.  IT IS A
 KG0583'4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER WITH AN
 KG0583'OVERALL HEIGHT OF 120 FEET.  THE POINT OBSERVED UPON WAS THE
 KG0583'BALL AT THE APEX OF THE TANK.
 KG0583
 KG0583                          STATION RECOVERY (1967)
 KG0583
 KG0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0583'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0594 ***********************************************************************
 KH0594  DESIGNATION -  CBK A
 KH0594  PID         -  KH0594
 KH0594  STATE/COUNTY-  KS/THOMAS
 KH0594  USGS QUAD   -  COLBY (1967)
 KH0594
 KH0594                         *CURRENT SURVEY CONTROL
 KH0594  ___________________________________________________________________
 KH0594* NAD 83(1997)-  39 26 05.22124(N)    101 02 55.96000(W)     ADJUSTED  
 KH0594* NAVD 88     -       971.653  (meters)    3187.83   (feet)  ADJUSTED  
 KH0594  ___________________________________________________________________
 KH0594  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 KH0594  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 KH0594  DYNAMIC HT  -         970.889 (meters)    3185.32  (feet)  COMP
 KH0594  MODELED GRAV-     979,807.6   (mgal)                       NAVD 88
 KH0594
 KH0594  HORZ ORDER  -  THIRD
 KH0594  VERT ORDER  -  THIRD
 KH0594
 KH0594.This mark is at Shaltz Field Airport (CBK)
 KH0594
 KH0594.The horizontal coordinates were established by classical geodetic methods
 KH0594.and adjusted by the National Geodetic Survey in October 1998..
 KH0594
 KH0594.The orthometric height was determined by differential leveling
 KH0594.and adjusted by the National Geodetic Survey in June 1991..
 KH0594
 KH0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0594
 KH0594.The geoid height was determined by GEOID03.
 KH0594
 KH0594.The dynamic height is computed by dividing the NAVD 88
 KH0594.geopotential number by the normal gravity value computed on the
 KH0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0594.degrees latitude (g = 980.6199 gals.).
 KH0594
 KH0594.The modeled gravity was interpolated from observed gravity values.
 KH0594
 KH0594;                    North         East     Units Scale Factor Converg.
 KH0594;SPC KS N     -   126,692.931   137,570.253   MT  0.99996200   -1 55 44.7
 KH0594;UTM  14      - 4,367,029.924   323,667.656   MT  0.99998284   -1 18 06.4
 KH0594
 KH0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0594!SPC KS N     -   0.99985141  x   0.99996200  =   0.99981342
 KH0594!UTM  14      -   0.99985141  x   0.99998284  =   0.99983426
 KH0594
 KH0594:                Primary Azimuth Mark                     Grid Az
 KH0594:SPC KS N     -  COLBY THOMAS CO CTHSE CLOCK TR           175 10 42.2
 KH0594:UTM  14      -  COLBY THOMAS CO CTHSE CLOCK TR           174 33 03.9
 KH0594
 KH0594|---------------------------------------------------------------------|
 KH0594| PID    Reference Object                     Distance      Geod. Az  |
 KH0594|                                                           dddmmss.s |
 KH0594| KH0643 COLBY THOMAS CO CTHSE CLOCK TR      APPROX. 4.3 KM 1731457.5 |
 KH0594| KH0587 CBK B                               APPROX. 1.5 KM 1804103.8 |
 KH0594| KH0641 COLBY MUNICIPAL TANK                APPROX. 4.5 KM 1903020.5 |
 KH0594|---------------------------------------------------------------------|
 KH0594
 KH0594                          SUPERSEDED SURVEY CONTROL
 KH0594
 KH0594  NAD 83(1986)-  39 26 05.22315(N)    101 02 55.96284(W) AD(       ) 3
 KH0594  NAD 27      -  39 26 05.21174(N)    101 02 54.40270(W) AD(       ) 3
 KH0594  NGVD 29 (12/08/88)  971.29   (m)         3186.6    (f) LEVELING    3  
 KH0594
 KH0594.Superseded values are not recommended for survey control.
 KH0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0594.See file dsdata.txt to determine how the superseded data were derived.
 KH0594
 KH0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2366867030(NAD 83)
 KH0594_MARKER: DD = SURVEY DISK
 KH0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0594_SP_SET: CONCRETE POST
 KH0594_STAMPING: CBK A 1987
 KH0594_MARK LOGO: NOS   
 KH0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0594+STABILITY: SURFACE MOTION
 KH0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0594+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 KH0594
 KH0594  HISTORY     - Date     Condition        Report By
 KH0594  HISTORY     - 1987     MONUMENTED       NOS
 KH0594  HISTORY     - 1987     GOOD             NOSAMC
 KH0594  HISTORY     - 20050816 GOOD             USPSQD
 KH0594
 KH0594                          STATION DESCRIPTION
 KH0594
 KH0594'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KH0594'THE STATION IS LOCATED AT THE COLBY MUNICIPAL AIRPORT NEAR
 KH0594'RUNWAY END 17.
 KH0594'
 KH0594'TO REACH THE STATION FROM THE INTERSECTION OF US 24 AND STATE
 KH0594'25 GO NORTH ON STATE 25 FOR 2.0 MILES TO THE AIRPORT AND THE STATION
 KH0594'ON THE RIGHT.
 KH0594'
 KH0594'THE STATION IS A STANDARD NOS DISK STAMPED---CBK A 1987---,
 KH0594'SET INTO THE TOP OF A ROUND 10 INCH DIAMETER CONCRETE MONUMENT
 KH0594'FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 73.33 METERS
 KH0594'(240.6 FT) SOUTHWEST FROM RUNWAY END 17, 38.86 METERS(127.5 FT)
 KH0594'WEST OF THE WEST EDGE OF RUNWAY 17-35, AND 38.86 METERS(127.5 FT)
 KH0594'EAST OF THE EAST EDGE OF THE TAXI STRIP.
 KH0594'
 KH0594'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 KH0594'
 KH0594'DESCRIBED BY P B WALBOLT.
 KH0594
 KH0594                          STATION RECOVERY (1987)
 KH0594
 KH0594'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KH0594'3.2 KM (2.00 MI) NORTH FROM COLBY.
 KH0594'NEAR COLBY, KANSAS AT THE COLBY MUNICIPAL AIRPORT.  TO REACH THE
 KH0594'STATION FROM THE JUNCTION OF U.S. 24 AND STATE 25, GO NORTH ON STATE
 KH0594'25 FOR 2 MILES TO THE AIRPORT AND STATION ON THE RIGHT.  IT IS 73.33
 KH0594'METERS (240.6 FT) SOUTHWEST FROM RUNWAY END 17, 38.86 METERS
 KH0594'(127.5 FT) WEST FROM THE WEST EDGE OF RUNWAY 17-35 AND 38.86 METERS
 KH0594'(127.5 FT) EAST OF THE EAST EDGE OF THE TAXIWAY.  FLUSH WITH THE
 KH0594'GROUND.
 KH0594
 KH0594                          STATION RECOVERY (2005)
 KH0594
 KH0594'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KH0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0587 ***********************************************************************
 KH0587  DESIGNATION -  CBK B
 KH0587  PID         -  KH0587
 KH0587  STATE/COUNTY-  KS/THOMAS
 KH0587  USGS QUAD   -  COLBY (1967)
 KH0587
 KH0587                         *CURRENT SURVEY CONTROL
 KH0587  ___________________________________________________________________
 KH0587* NAD 83(1997)-  39 25 18.11071(N)    101 02 56.68556(W)     ADJUSTED  
 KH0587* NAVD 88     -       961.466  (meters)    3154.41   (feet)  ADJUSTED  
 KH0587  ___________________________________________________________________
 KH0587  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 KH0587  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 KH0587  DYNAMIC HT  -         960.708 (meters)    3151.92  (feet)  COMP
 KH0587  MODELED GRAV-     979,806.1   (mgal)                       NAVD 88
 KH0587
 KH0587  HORZ ORDER  -  THIRD
 KH0587  VERT ORDER  -  THIRD
 KH0587
 KH0587.This mark is at Shaltz Field Airport (CBK)
 KH0587
 KH0587.The horizontal coordinates were established by classical geodetic methods
 KH0587.and adjusted by the National Geodetic Survey in October 1998..
 KH0587
 KH0587.The orthometric height was determined by differential leveling
 KH0587.and adjusted by the National Geodetic Survey in June 1991..
 KH0587
 KH0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0587
 KH0587.The geoid height was determined by GEOID03.
 KH0587
 KH0587.The dynamic height is computed by dividing the NAVD 88
 KH0587.geopotential number by the normal gravity value computed on the
 KH0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0587.degrees latitude (g = 980.6199 gals.).
 KH0587
 KH0587.The modeled gravity was interpolated from observed gravity values.
 KH0587
 KH0587;                    North         East     Units Scale Factor Converg.
 KH0587;SPC KS N     -   125,241.510   137,504.003   MT  0.99996129   -1 55 45.1
 KH0587;UTM  14      - 4,365,577.834   323,617.304   MT  0.99998306   -1 18 05.6
 KH0587
 KH0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0587!SPC KS N     -   0.99985301  x   0.99996129  =   0.99981431
 KH0587!UTM  14      -   0.99985301  x   0.99998306  =   0.99983608
 KH0587
 KH0587:                Primary Azimuth Mark                     Grid Az
 KH0587:SPC KS N     -  CBK CY 03                                024 32 53.8
 KH0587:UTM  14      -  CBK CY 03                                023 55 14.3
 KH0587
 KH0587|---------------------------------------------------------------------|
 KH0587| PID    Reference Object                     Distance      Geod. Az  |
 KH0587|                                                           dddmmss.s |
 KH0587| KH0590 CBK CY 03                           APPROX. 0.6 KM 0223708.7 |
 KH0587| KH0643 COLBY THOMAS CO CTHSE CLOCK TR      APPROX. 2.9 KM 1693115.3 |
 KH0587| KH0641 COLBY MUNICIPAL TANK                APPROX. 3.1 KM 1950752.2 |
 KH0587|---------------------------------------------------------------------|
 KH0587
 KH0587                          SUPERSEDED SURVEY CONTROL
 KH0587
 KH0587  NAD 83(1986)-  39 25 18.11265(N)    101 02 56.68852(W) AD(       ) 3
 KH0587  NAD 27      -  39 25 18.10054(N)    101 02 55.12846(W) AD(       ) 3
 KH0587  NGVD 29 (12/08/88)  961.10   (m)         3153.2    (f) LEVELING    3  
 KH0587
 KH0587.Superseded values are not recommended for survey control.
 KH0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0587.See file dsdata.txt to determine how the superseded data were derived.
 KH0587
 KH0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2361765578(NAD 83)
 KH0587_MARKER: DD = SURVEY DISK
 KH0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0587_SP_SET: CONCRETE POST
 KH0587_STAMPING: CBK B 1987
 KH0587_MARK LOGO: NOS   
 KH0587_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0587+STABILITY: SURFACE MOTION
 KH0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0587+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 KH0587
 KH0587  HISTORY     - Date     Condition        Report By
 KH0587  HISTORY     - 1987     MONUMENTED       NOS
 KH0587  HISTORY     - 1987     GOOD             NOSAMC
 KH0587  HISTORY     - 20050816 GOOD             USPSQD
 KH0587
 KH0587                          STATION DESCRIPTION
 KH0587
 KH0587'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KH0587'THE STATION IS LOCATED AT THE COLBY MUNICIPAL AIRPORT NEAR
 KH0587'RUNWAY END 35.
 KH0587'
 KH0587'TO REACH THE STATION FROM THE INTERSECTION OF US 24 AND STATE
 KH0587'25 GO NORTH FOR 2.0 MILES TO THE AIRPORT ON THE RIGHT AND THE
 KH0587'STATION NEAR THE END OF RUNWAY 35.
 KH0587'
 KH0587'THE STATION IS A STANDARD NOS DISK STAMPED---CBK B 1987---,
 KH0587'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 KH0587'FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 76.98 METERS
 KH0587'(252.6 FT) NORTHWEST OF THE END OF RUNWAY 35, 46.24 METERS
 KH0587'(151.7 FT) WEST OF THE WEST EDGE OF RUNWAY 17-35, AND 31.42
 KH0587'METERS (103.1 FT) EAST OF THE EAST EDGE OF THE TAXIWAY.
 KH0587'
 KH0587'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 KH0587'
 KH0587'DESCRIBED BY P B WALBOLT.
 KH0587
 KH0587                          STATION RECOVERY (1987)
 KH0587
 KH0587'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KH0587'3.2 KM (2.00 MI) NORTH FROM COLBY.
 KH0587'NEAR COLBY,KANSAS AT THE COLBY MUNICIPAL AIRPORT NEARTHE SOUTH END OF
 KH0587'RUNWAY 17-35.  TO REACH THE STATION FROM THE INTERSECTION OF US HWY
 KH0587'24 AND STATE HWY 25 GO NORTH FOR 2.0 MILES TO THE AIRPORT ON THE
 KH0587'RIGHT. IT IS A STANDARD NATIONAL OCEAN SERVICE DISK SET IN A ROUND
 KH0587'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 76.98 METERS
 KH0587'(252.6 FT) NORTHWEST OF THE END OF RUNWAY 35,  46.24 METERS (151.7 FT)
 KH0587'WEST OF THE WEST EDGE OF RUNWAY 17-35,  AND 31.42 METERS (103.1 FT)
 KH0587'EAST OF THE EAST EDGE OF THE TAXIWAY.
 KH0587
 KH0587                          STATION RECOVERY (2005)
 KH0587
 KH0587'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KH0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0590 ***********************************************************************
 KH0590  DESIGNATION -  CBK CY 03
 KH0590  PID         -  KH0590
 KH0590  STATE/COUNTY-  KS/THOMAS
 KH0590  USGS QUAD   -  COLBY (1967)
 KH0590
 KH0590                         *CURRENT SURVEY CONTROL
 KH0590  ___________________________________________________________________
 KH0590* NAD 83(1997)-  39 25 37.49944(N)    101 02 46.26910(W)     ADJUSTED  
 KH0590* NAVD 88     -       965.552  (meters)    3167.82   (feet)  ADJUSTED  
 KH0590  ___________________________________________________________________
 KH0590  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 KH0590  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 KH0590  DYNAMIC HT  -         964.792 (meters)    3165.32  (feet)  COMP
 KH0590  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 KH0590
 KH0590  HORZ ORDER  -  THIRD
 KH0590  VERT ORDER  -  THIRD
 KH0590
 KH0590.This mark is at Shaltz Field Airport (CBK)
 KH0590
 KH0590.The horizontal coordinates were established by classical geodetic methods
 KH0590.and adjusted by the National Geodetic Survey in October 1998..
 KH0590
 KH0590.The orthometric height was determined by differential leveling
 KH0590.and adjusted by the National Geodetic Survey in June 1991..
 KH0590
 KH0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0590
 KH0590.The geoid height was determined by GEOID03.
 KH0590
 KH0590.The dynamic height is computed by dividing the NAVD 88
 KH0590.geopotential number by the normal gravity value computed on the
 KH0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0590.degrees latitude (g = 980.6199 gals.).
 KH0590
 KH0590.The modeled gravity was interpolated from observed gravity values.
 KH0590
 KH0590;                    North         East     Units Scale Factor Converg.
 KH0590;SPC KS N     -   125,830.711   137,773.117   MT  0.99996158   -1 55 38.5
 KH0590;UTM  14      - 4,366,169.960   323,879.954   MT  0.99998192   -1 17 59.5
 KH0590
 KH0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0590!SPC KS N     -   0.99985237  x   0.99996158  =   0.99981396
 KH0590!UTM  14      -   0.99985237  x   0.99998192  =   0.99983430
 KH0590
 KH0590:                Primary Azimuth Mark                     Grid Az
 KH0590:SPC KS N     -  CBK B                                    204 32 53.8
 KH0590:UTM  14      -  CBK B                                    203 55 14.8
 KH0590
 KH0590|---------------------------------------------------------------------|
 KH0590| PID    Reference Object                     Distance      Geod. Az  |
 KH0590|                                                           dddmmss.s |
 KH0590| KH0587 CBK B                               APPROX. 0.6 KM 2023715.3 |
 KH0590|---------------------------------------------------------------------|
 KH0590
 KH0590                          SUPERSEDED SURVEY CONTROL
 KH0590
 KH0590  NAD 83(1986)-  39 25 37.50134(N)    101 02 46.27202(W) AD(       ) 3
 KH0590  NGVD 29 (12/08/88)  965.19   (m)         3166.6    (f) LEVELING    3  
 KH0590
 KH0590.Superseded values are not recommended for survey control.
 KH0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0590.See file dsdata.txt to determine how the superseded data were derived.
 KH0590
 KH0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2388066170(NAD 83)
 KH0590_MARKER: S = SPIKE
 KH0590_SETTING: 0 = UNSPECIFIED SETTING
 KH0590_MARK LOGO: NOS   
 KH0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0590
 KH0590  HISTORY     - Date     Condition        Report By
 KH0590  HISTORY     - 1987     MONUMENTED       NOSAMC
 KH0590  HISTORY     - 20050816 MARK NOT FOUND   USPSQD
 KH0590
 KH0590                          STATION DESCRIPTION
 KH0590
 KH0590'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1987
 KH0590'3.2 KM (2.00 MI) NORTH FROM COLBY.
 KH0590'NEAR COLBY, KANSAS AT THE COLBY MUNICIPAL AIRPORT.  TO REACH THE
 KH0590'STATION CONTACT THE AIRPORT MANAGER.  THE STATION IS A SPIKE DRIVEN
 KH0590'INTO THE GROUND IN THE WEST INFIELD IN BETWEEN RUNWAYS 4-22 AND
 KH0590'12-30.
 KH0590
 KH0590                          STATION RECOVERY (2005)
 KH0590
 KH0590'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KH0590'AREA IS NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0053 ***********************************************************************
 JG0053  DESIGNATION -  CC 190
 JG0053  PID         -  JG0053
 JG0053  STATE/COUNTY-  KS/ELLSWORTH
 JG0053  USGS QUAD   -  HOLYROOD NE (1979)
 JG0053
 JG0053                         *CURRENT SURVEY CONTROL
 JG0053  ___________________________________________________________________
 JG0053* NAD 83(1986)-  38 44 46.     (N)    098 19 49.     (W)     SCALED    
 JG0053* NAVD 88     -       474.008  (meters)    1555.14   (feet)  ADJUSTED  
 JG0053  ___________________________________________________________________
 JG0053  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 JG0053  DYNAMIC HT  -         473.677 (meters)    1554.06  (feet)  COMP
 JG0053  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 JG0053
 JG0053  VERT ORDER  -  FIRST     CLASS II
 JG0053
 JG0053.The horizontal coordinates were scaled from a topographic map and have
 JG0053.an estimated accuracy of +/- 6 seconds.
 JG0053
 JG0053.The orthometric height was determined by differential leveling
 JG0053.and adjusted by the National Geodetic Survey in June 1991..
 JG0053.WARNING-Repeat measurements at this control monument indicate possible
 JG0053.vertical movement.
 JG0053
 JG0053.The geoid height was determined by GEOID03.
 JG0053
 JG0053.The dynamic height is computed by dividing the NAVD 88
 JG0053.geopotential number by the normal gravity value computed on the
 JG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0053.degrees latitude (g = 980.6199 gals.).
 JG0053
 JG0053.The modeled gravity was interpolated from observed gravity values.
 JG0053
 JG0053;                    North         East    Units  Estimated Accuracy
 JG0053;SPC KS N     -    45,880.      371,290.      MT  (+/- 180 meters Scaled)
 JG0053
 JG0053                          SUPERSEDED SURVEY CONTROL
 JG0053
 JG0053  NGVD 29 (??/??/92)  473.852  (m)         1554.63   (f) ADJ UNCH    1 2
 JG0053
 JG0053.Superseded values are not recommended for survey control.
 JG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0053.See file dsdata.txt to determine how the superseded data were derived.
 JG0053
 JG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH581888(NAD 83)
 JG0053_MARKER: DB = BENCH MARK DISK
 JG0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0053_SP_SET: BRIDGE ABUTMENT
 JG0053_STAMPING: C C 190 1934
 JG0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0053
 JG0053  HISTORY     - Date     Condition        Report By
 JG0053  HISTORY     - 1934     MONUMENTED       CGS
 JG0053  HISTORY     - 1952     GOOD             NGS
 JG0053
 JG0053                          STATION DESCRIPTION
 JG0053
 JG0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JG0053'2 MI E FROM BLACK WOLF.
 JG0053'2.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0053'AT BLACK WOLF, 8.2 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP
 JG0053'OF THE SOUTH END OF THE EAST ABUTMENT OF BRIDGE 229.48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0716 ***********************************************************************
 JE0716  DESIGNATION -  CC 252
 JE0716  PID         -  JE0716
 JE0716  STATE/COUNTY-  KS/MIAMI
 JE0716  USGS QUAD   -  FONTANA (1978)
 JE0716
 JE0716                         *CURRENT SURVEY CONTROL
 JE0716  ___________________________________________________________________
 JE0716* NAD 83(1986)-  38 26 33.     (N)    094 51 13.     (W)     SCALED    
 JE0716* NAVD 88     -       276.454  (meters)     907.00   (feet)  ADJUSTED  
 JE0716  ___________________________________________________________________
 JE0716  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE0716  DYNAMIC HT  -         276.260 (meters)     906.36  (feet)  COMP
 JE0716  MODELED GRAV-     979,920.9   (mgal)                       NAVD 88
 JE0716
 JE0716  VERT ORDER  -  SECOND    CLASS 0
 JE0716
 JE0716.The horizontal coordinates were scaled from a topographic map and have
 JE0716.an estimated accuracy of +/- 6 seconds.
 JE0716
 JE0716.The orthometric height was determined by differential leveling
 JE0716.and adjusted by the National Geodetic Survey in June 1991..
 JE0716
 JE0716.The geoid height was determined by GEOID03.
 JE0716
 JE0716.The dynamic height is computed by dividing the NAVD 88
 JE0716.geopotential number by the normal gravity value computed on the
 JE0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0716.degrees latitude (g = 980.6199 gals.).
 JE0716
 JE0716.The modeled gravity was interpolated from observed gravity values.
 JE0716
 JE0716;                    North         East    Units  Estimated Accuracy
 JE0716;SPC KS S     -   603,320.      718,250.      MT  (+/- 180 meters Scaled)
 JE0716
 JE0716                          SUPERSEDED SURVEY CONTROL
 JE0716
 JE0716  NGVD 29 (??/??/92)  276.300  (m)          906.49   (f) ADJ UNCH    2 0
 JE0716
 JE0716.Superseded values are not recommended for survey control.
 JE0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0716.See file dsdata.txt to determine how the superseded data were derived.
 JE0716
 JE0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC382565(NAD 83)
 JE0716_MARKER: DB = BENCH MARK DISK
 JE0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0716_SP_SET: OVERPASS
 JE0716_STAMPING: CC 252 1949
 JE0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0716
 JE0716  HISTORY     - Date     Condition        Report By
 JE0716  HISTORY     - 1949     MONUMENTED       CGS
 JE0716
 JE0716                          STATION DESCRIPTION
 JE0716
 JE0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JE0716'1.7 MI NW FROM FONTANA.
 JE0716'1.7 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILROAD
 JE0716'FROM THE RAILROAD STATION AT FONTANA, SET VERTICALLY IN THE
 JE0716'NORTHEAST FACE OF THE RETAINING WALL OF THE OVER PASS, 33.0 FEET
 JE0716'SOUTHEAST OF THE NORTHWEST END OF THE WALL, 7.5 FEET SOUTHWEST
 JE0716'OF THE SOUTHWEST RAIL, 3.9 FEET ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0199 ***********************************************************************
 KE0199  DESIGNATION -  CC 282
 KE0199  PID         -  KE0199
 KE0199  STATE/COUNTY-  KS/WYANDOTTE
 KE0199  USGS QUAD   -  WOLCOTT (1975)
 KE0199
 KE0199                         *CURRENT SURVEY CONTROL
 KE0199  ___________________________________________________________________
 KE0199* NAD 83(1986)-  39 10 26.     (N)    094 46 26.     (W)     SCALED    
 KE0199* NAVD 88     -       230.658  (meters)     756.75   (feet)  ADJUSTED  
 KE0199  ___________________________________________________________________
 KE0199  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE0199  DYNAMIC HT  -         230.508 (meters)     756.26  (feet)  COMP
 KE0199  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 KE0199
 KE0199  VERT ORDER  -  FIRST     CLASS II
 KE0199
 KE0199.The horizontal coordinates were scaled from a topographic map and have
 KE0199.an estimated accuracy of +/- 6 seconds.
 KE0199
 KE0199.The orthometric height was determined by differential leveling
 KE0199.and adjusted by the National Geodetic Survey in June 1991..
 KE0199
 KE0199.The geoid height was determined by GEOID03.
 KE0199
 KE0199.The dynamic height is computed by dividing the NAVD 88
 KE0199.geopotential number by the normal gravity value computed on the
 KE0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0199.degrees latitude (g = 980.6199 gals.).
 KE0199
 KE0199.The modeled gravity was interpolated from observed gravity values.
 KE0199
 KE0199;                    North         East    Units  Estimated Accuracy
 KE0199;SPC KS N     -    98,280.      678,710.      MT  (+/- 180 meters Scaled)
 KE0199
 KE0199                          SUPERSEDED SURVEY CONTROL
 KE0199
 KE0199  NGVD 29 (??/??/92)  230.572  (m)          756.47   (f) ADJ UNCH    1 2
 KE0199
 KE0199.Superseded values are not recommended for survey control.
 KE0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0199.See file dsdata.txt to determine how the superseded data were derived.
 KE0199
 KE0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD467375(NAD 83)
 KE0199_MARKER: DB = BENCH MARK DISK
 KE0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0199_SP_SET: BRIDGE ABUTMENT
 KE0199_STAMPING: CC 282 1948
 KE0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0199
 KE0199  HISTORY     - Date     Condition        Report By
 KE0199  HISTORY     - 1948     MONUMENTED       CGS
 KE0199  HISTORY     - 1951     GOOD             NGS
 KE0199
 KE0199                          STATION DESCRIPTION
 KE0199
 KE0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0199'0.7 MI NW FROM POMEROY.
 KE0199'0.7 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0199'CROSSING OF THE DIRT ROAD AND RAILROAD AT POMEROY, 58.0 FEET
 KE0199'NORTHEAST OF MILEPOST 297, 5.6 FEET NORTHEAST OF THE NORTHEAST
 KE0199'RAIL OF THE TRACK, 1.0 FOOT BELOW THE TRACK LEVEL, IN THE NORTHEAST
 KE0199'END OF THE NORTHWEST ABUTMENT OF CONCRETE BALLAST DECK BRIDGE 76,
 KE0199'WHICH IS THE BRIDGE OVER MARSHALL CREEK (THE SPILLWAY FOR
 KE0199'WYANDOTTE LAKE), 1.0 FOOT NORTHEAST OF THE CONCRETE RAIL OF
 KE0199'THE BRIDGE.
 KE0199
 KE0199                          STATION RECOVERY (1951)
 KE0199
 KE0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1463 ***********************************************************************
 JE1463  DESIGNATION -  CEDAR
 JE1463  PID         -  JE1463
 JE1463  STATE/COUNTY-  KS/LYON
 JE1463  USGS QUAD   -  LEBO NW (1983)
 JE1463
 JE1463                         *CURRENT SURVEY CONTROL
 JE1463  ___________________________________________________________________
 JE1463* NAD 83(1997)-  38 24 43.97393(N)    095 58 28.68517(W)     ADJUSTED  
 JE1463* NAVD 88     -       365.772  (meters)    1200.04   (feet)  ADJUSTED  
 JE1463  ___________________________________________________________________
 JE1463  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JE1463  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JE1463  DYNAMIC HT  -         365.507 (meters)    1199.17  (feet)  COMP
 JE1463  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 JE1463
 JE1463  HORZ ORDER  -  SECOND
 JE1463  VERT ORDER  -  SECOND    CLASS 0
 JE1463
 JE1463.The horizontal coordinates were established by classical geodetic methods
 JE1463.and adjusted by the National Geodetic Survey in October 1998..
 JE1463
 JE1463.The orthometric height was determined by differential leveling
 JE1463.and adjusted by the National Geodetic Survey in June 1991..
 JE1463
 JE1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1463
 JE1463.The geoid height was determined by GEOID03.
 JE1463
 JE1463.The dynamic height is computed by dividing the NAVD 88
 JE1463.geopotential number by the normal gravity value computed on the
 JE1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1463.degrees latitude (g = 980.6199 gals.).
 JE1463
 JE1463.The modeled gravity was interpolated from observed gravity values.
 JE1463
 JE1463;                    North         East     Units Scale Factor Converg.
 JE1463;SPC KS S     -   596,720.568   620,528.808   MT  0.99997310   +1 33 06.9
 JE1463;UTM  15      - 4,255,743.785   240,276.814   MT  1.00043082   -1 50 57.2
 JE1463;UTM  14      - 4,255,888.046   764,153.534   MT  1.00045941   +1 52 50.8
 JE1463
 JE1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1463!SPC KS S     -   0.99994746  x   0.99997310  =   0.99992056
 JE1463!UTM  15      -   0.99994746  x   1.00043082  =   1.00037826
 JE1463!UTM  14      -   0.99994746  x   1.00045941  =   1.00040685
 JE1463
 JE1463|---------------------------------------------------------------------|
 JE1463| PID    Reference Object                     Distance      Geod. Az  |
 JE1463|                                                           dddmmss.s |
 JE1463| JE1464 CEDAR RM 1                            8.744 METERS 08816     |
 JE1463| CL4449 CEDAR RM 3 AZIMUTH                                 1025245.2 |
 JE1463| JE1462 CEDAR RM 2                           10.167 METERS 18148     |
 JE1463|---------------------------------------------------------------------|
 JE1463
 JE1463                          SUPERSEDED SURVEY CONTROL
 JE1463
 JE1463  NAD 83(1986)-  38 24 43.98049(N)    095 58 28.68724(W) AD(       ) 2
 JE1463  NAD 27      -  38 24 43.93085(N)    095 58 27.72368(W) AD(       ) 2
 JE1463  NGVD 29 (??/??/92)  365.619  (m)         1199.54   (f) ADJ UNCH    2 0
 JE1463
 JE1463.Superseded values are not recommended for survey control.
 JE1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1463.See file dsdata.txt to determine how the superseded data were derived.
 JE1463
 JE1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC4027755744(NAD 83)
 JE1463_MARKER: DS = TRIANGULATION STATION DISK
 JE1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1463_STAMPING: CEDAR 1974
 JE1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1463+STABILITY: SURFACE MOTION
 JE1463
 JE1463  HISTORY     - Date     Condition        Report By
 JE1463  HISTORY     - 1974     MONUMENTED       NGS
 JE1463  HISTORY     - 1974     GOOD             NGS
 JE1463
 JE1463                          STATION DESCRIPTION
 JE1463
 JE1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1463'THE STATION IS ABOUT 11 MILES EAST AND 1/2 MILE NORTH OF EMPORIA,
 JE1463'7 MILES NORTH AND 1 MILE WEST OF HARTFORD, 6-1/2 MILES WEST OF LEBO
 JE1463'AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 50.
 JE1463'
 JE1463'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JE1463'HIGHWAY 130, ABOUT 7 MILES NORTH OF HARTFORD, GO EAST ON U.S.
 JE1463'HIGHWAY 50 FOR 0.75 MILE TO A CUTBANK AND THE STATION ON THE LEFT.
 JE1463'
 JE1463'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON U.S. HIGHWAY
 JE1463'50 FOR 0.7 MILE TO THE BEGINNING OF INTERSTATE HIGHWAY 35 AND THE
 JE1463'MARK ON THE RIGHT.
 JE1463'
 JE1463'STATION MARKS ARE STANDARD DISKS, STAMPED CEDAR 1974.  THE SURFACE
 JE1463'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JE1463'THAT IS FLUSH WITH THE GROUND.  IT IS 134.0 FEET NORTH OF THE
 JE1463'CENTER OF U.S. HIGHWAY 50 AND 40.0 FEET SOUTH OF A FENCE.  THE
 JE1463'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES
 JE1463'BELOW THE GROUND SURFACE.
 JE1463'
 JE1463'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR NO 1 1974, SET IN
 JE1463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 JE1463'WITH THE GROUND.  IT IS 135.0 FEET NORTH OF THE CENTER OF U.S.
 JE1463'HIGHWAY 50, 35.0 FEET SOUTH OF THE FENCE AND ABOUT THE SAME
 JE1463'ELEVATION AS THE STATION.
 JE1463'
 JE1463'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1974, SET IN
 JE1463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 JE1463'WITH THE GROUND.  IT IS 100.0 FEET NORTH OF THE CENTER OF U.S.
 JE1463'HIGHWAY 50, 73.0 FEET SOUTH OF THE FENCE AND ABOUT THE SAME
 JE1463'ELEVATION AS THE STATION.
 JE1463'
 JE1463'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CEDAR NO 3 1974, SET IN
 JE1463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 JE1463'WITH THE GROUND.  IT IS 57.0 FEET SOUTH OF THE CENTER OF THE EAST
 JE1463'BOUND LANE OF INTERSTATE HIGHWAY 35, 50.0 FEET NORTH OF A FENCE
 JE1463'AND 1.9 FEET NORTH OF A WITNESS POST.
 JE1463'
 JE1463'STATION MARK IS 3.0 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 JE1463'
 JE1463'NEAREST TOWN--LEBO.
 JE1463'
 JE1463'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 JE1463
 JE1463                          STATION RECOVERY (1974)
 JE1463
 JE1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1463'6.9 MI W FROM LEBO.
 JE1463'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1463'STATE HIGHWAY 131 (EXIT NO. 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1463'GO WEST ALONG I-35 FOR 6.9 MILES TO THE MARK SET IN THE TOP OF A
 JE1463'CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS ABOUT 0.25 MILE WEST
 JE1463'OF A ROADSIDE PARK, ATOP A HIGHWAY CUT, 28.69 FEET WEST OF RM 1, 33.36
 JE1463'FEET NORTH OF RM 2, 134 FEET NORTH OF THE CENTERLINE OF US HIGHWAY 50,
 JE1463'40 FEET SOUTH OF A FENCE WHICH IS IN A HEDGE ROW AND IS ABOUT 20 FEET
 JE1463'ABOVE THE LEVEL OF US HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0598 ***********************************************************************
 KG0598  DESIGNATION -  CEDAR
 KG0598  PID         -  KG0598
 KG0598  STATE/COUNTY-  KS/MITCHELL
 KG0598  USGS QUAD   -  BELOIT SE (1964)
 KG0598
 KG0598                         *CURRENT SURVEY CONTROL
 KG0598  ___________________________________________________________________
 KG0598* NAD 83(1997)-  39 20 51.97209(N)    098 06 57.33017(W)     ADJUSTED  
 KG0598* NAVD 88     -       466.41   (+/-2cm)    1530.2    (feet)  VERTCON   
 KG0598  ___________________________________________________________________
 KG0598  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 KG0598  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 KG0598
 KG0598  HORZ ORDER  -  SECOND
 KG0598  VERT ORDER  -  THIRD ? (See Below)
 KG0598
 KG0598.The horizontal coordinates were established by classical geodetic methods
 KG0598.and adjusted by the National Geodetic Survey in October 1998..
 KG0598
 KG0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0598.The vertical order pertains to the NGVD 29 superseded value.
 KG0598
 KG0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0598
 KG0598.The geoid height was determined by GEOID03.
 KG0598
 KG0598;                    North         East     Units Scale Factor Converg.
 KG0598;SPC KS N     -   112,620.960   390,007.594   MT  0.99995828   -0 04 24.1
 KG0598;UTM  14      - 4,355,742.793   576,178.038   MT  0.99967145   +0 33 38.0
 KG0598
 KG0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0598!SPC KS N     -   0.99993105  x   0.99995828  =   0.99988933
 KG0598!UTM  14      -   0.99993105  x   0.99967145  =   0.99960252
 KG0598
 KG0598|---------------------------------------------------------------------|
 KG0598| PID    Reference Object                     Distance      Geod. Az  |
 KG0598|                                                           dddmmss.s |
 KG0598| KG0067 J 170                               244.652 METERS 00023     |
 KG0598| KG0596 BELOIT MITCHELL CO CTHSE TOWER      APPROX.12.3 KM 0025601.7 |
 KG0598| KG0593 BELOIT MUNICIPAL TANK               APPROX.13.0 KM 0032023.1 |
 KG0598| CN8088 CEDAR RM 1                           27.724 METERS 17657     |
 KG0598| CN8089 CEDAR RM 2                           32.433 METERS 26843     |
 KG0598| CN8087 CEDAR AZ MK                                        2861451.1 |
 KG0598|---------------------------------------------------------------------|
 KG0598
 KG0598                          SUPERSEDED SURVEY CONTROL
 KG0598
 KG0598  NAD 83(1986)-  39 20 51.98038(N)    098 06 57.33016(W) AD(       ) 2
 KG0598  NAD 27      -  39 20 51.95800(N)    098 06 56.15100(W) AD(       ) 2
 KG0598  NGVD 29 (07/19/86)  466.25   (m)         1529.7    (f) LEVELING    3  
 KG0598
 KG0598.Superseded values are not recommended for survey control.
 KG0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0598.See file dsdata.txt to determine how the superseded data were derived.
 KG0598
 KG0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7617855743(NAD 83)
 KG0598_MARKER: DS = TRIANGULATION STATION DISK
 KG0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0598
 KG0598  HISTORY     - Date     Condition        Report By
 KG0598  HISTORY     - 1950     MONUMENTED       CGS
 KG0598  HISTORY     - 1969     GOOD             CGS
 KG0598
 KG0598                          STATION DESCRIPTION
 KG0598
 KG0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0598'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTH OF BELOIT ALONG
 KG0598'THE RIGHT-OF-WAY OF STATE HIGHWAY 14.  IT IS JUST SOUTH
 KG0598'OF A SMALL GROUP OF CEDAR TREES, 46.0 FEET EAST OF THE CENTER
 KG0598'OF STATE HIGHWAY 14, AND 39.0 FEET SOUTH OF THE CENTER
 KG0598'OF A FARM LANE, AND 27.0 FEET SOUTH OF THE MOST SOUTHERLY OF
 KG0598'SEVERAL CEDAR TREES, AND 13.5 FEET WEST OF A FENCE AND 3.5 FEET
 KG0598'SOUTHWEST OF A WITNESS POST.  IT PROJECTS 7 INCHES AND IS
 KG0598'STAMPED CEDAR 1950.
 KG0598'
 KG0598'REFERENCE MARK NO. 1 IS 52.0 FEET EAST OF THE CENTER OF STATE
 KG0598'HIGHWAY 14 AND 9.0 FEET WEST OF A FENCE.  IT PROJECTS 8
 KG0598'INCHES AND IS STAMPED CEDAR NO 1 1950.
 KG0598'
 KG0598'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION
 KG0598'AND IS ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS
 KG0598'60.0 FEET WEST OF THE CENTER OF STATE HIGHWAY 14, 39.0
 KG0598'FEET SOUTH OF A TELEPHONE POLE AND 1.0 FOOT EAST OF A FENCE.  IT
 KG0598'PROJECTS 8 INCHES AND IS STAMPED CEDAR NO 2 1950.
 KG0598'
 KG0598'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KG0598'NO. 2 IS 142.3 FEET.
 KG0598'
 KG0598'THE AZIMUTH MARK IS 29.0 FEET SOUTH OF THE CENTER OF A GRADED
 KG0598'ROAD, AND 2.5 FEET NORTHEAST OF A POWERLINE POLE, AND 1.5 FEET
 KG0598'EAST OF A WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.  IT
 KG0598'PROJECTS 6 INCHES AND IS STAMPED CEDAR 1950.
 KG0598'
 KG0598'NO. J 170 (KAN. GEOD. S.) IS A U.S.C. AND G.S. AND STATE SURVEY
 KG0598'DISK SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST
 KG0598'PROJECTING 14 INCHES.  IT IS 58.0 FEET EAST OF THE CENTER OF
 KG0598'STATE HIGHWAY 14, 24.0 FEET NORTH OF THE CENTER OF A GRADED
 KG0598'ROAD AND 4.5 FEET NORTHWEST OF A STONE CORNER POST.  IT IS
 KG0598'STAMPED J 170 1934.
 KG0598'
 KG0598'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KG0598'STATE HIGHWAY NO. 14 ONE BLOCK SOUTH OF THE SOUTHWEST CORNER
 KG0598'OF THE COURT HOUSE SQUARE IN BELOIT, GO SOUTH AND WEST ON STATE
 KG0598'HIGHWAY NO. 14 FOR 1.1 MILES TO A FORK, TAKE LEFT FORK AND GO
 KG0598'SOUTH ON STATE HIGHWAY NO. 14 FOR 6.75 MILES TO A CROSSROAD,
 KG0598'CONTINUE SOUTH ON STATE HIGHWAY NO. 14 FOR 0.15 MILE TO A SMALL
 KG0598'GROUP OF CEDAR TREES ON THE LEFT AND THE STATION AS DESCRIBED.
 KG0598'
 KG0598'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 KG0598'HIGHWAY 14 FOR 0.15 MILE TO A CROSSROAD, HERE TURN LEFT AND
 KG0598'GO WEST ON A GRADED ROAD FOR 0.4 MILE TO THE TOP OF A RISE AND
 KG0598'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KG0598'
 KG0598'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 KG0598
 KG0598                          STATION RECOVERY (1969)
 KG0598
 KG0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0598'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 KG0598'RECOVERED AS PREVIOUSLY DESCRIBED AND ALL THE MARKS WERE FOUND IN
 KG0598'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED BUT THE TOP OF
 KG0598'THE CONCRETE POST HAS BEEN CHIPPED BUT THE MARK APPEARS IN GOOD
 KG0598'CONDITION.  J 170 (KANS. GEOD. S.) HAS BEEN DESTROYED BY
 KG0598'ROAD CONSTRUCTION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 KG0598'RECOVERY.
 KG0598'
 KG0598'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 KG0598'
 KG0598'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 KG0598'
 KG0598'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 KG0598'SQUARE IN BELOIT, GO SOUTH ON STATE HIGHWAY 14 FOR 7.85 MILES TO A
 KG0598'CROSSROAD.  CONTINUE SOUTH ON STATE HIGHWAY 14 FOR 0.15 MILE TO
 KG0598'THREE CEDAR TREES AND THE STATION ON THE LEFT.
 KG0598'
 KG0598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2 MILES
 KG0598'SOUTH OF BELOIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0947 ***********************************************************************
 JG0947  DESIGNATION -  CEDAR
 JG0947  PID         -  JG0947
 JG0947  STATE/COUNTY-  KS/TREGO
 JG0947  USGS QUAD   -  BROWNELL (1980)
 JG0947
 JG0947                         *CURRENT SURVEY CONTROL
 JG0947  ___________________________________________________________________
 JG0947* NAD 83(1997)-  38 43 32.43313(N)    099 43 42.97982(W)     ADJUSTED  
 JG0947* NAVD 88     -       734.6    (meters)    2410.     (feet)  VERTCON   
 JG0947  ___________________________________________________________________
 JG0947  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 JG0947  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JG0947
 JG0947  HORZ ORDER  -  THIRD
 JG0947  VERT ORDER  -  THIRD ? (See Below)
 JG0947
 JG0947.The horizontal coordinates were established by classical geodetic methods
 JG0947.and adjusted by the National Geodetic Survey in October 1998..
 JG0947
 JG0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0947.The vertical order pertains to the NGVD 29 superseded value.
 JG0947
 JG0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0947
 JG0947.The geoid height was determined by GEOID03.
 JG0947
 JG0947;                    North         East     Units Scale Factor Converg.
 JG0947;SPC KS N     -    44,988.880   249,689.973   MT  0.99999856   -1 05 37.4
 JG0947;UTM  14      - 4,286,587.189   436,665.502   MT  0.99964939   -0 27 21.0
 JG0947
 JG0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0947!SPC KS N     -   0.99988882  x   0.99999856  =   0.99988738
 JG0947!UTM  14      -   0.99988882  x   0.99964939  =   0.99953825
 JG0947
 JG0947|---------------------------------------------------------------------|
 JG0947| PID    Reference Object                     Distance      Geod. Az  |
 JG0947|                                                           dddmmss.s |
 JG0947| CK8296 CEDAR RM 1                           15.568 METERS 08630     |
 JG0947| CK8295 CEDAR AZ MK                                        1734927.1 |
 JG0947| JG0948 BROWNELL ROBINSON MILL ELEV         APPROX. 9.7 KM 1875455.1 |
 JG0947| CK8297 CEDAR RM 2                           17.196 METERS 27335     |
 JG0947|---------------------------------------------------------------------|
 JG0947
 JG0947                          SUPERSEDED SURVEY CONTROL
 JG0947
 JG0947  NAD 83(1986)-  38 43 32.44244(N)    099 43 42.98004(W) AD(       ) 3
 JG0947  NAD 27      -  38 43 32.39644(N)    099 43 41.55950(W) AD(       ) 3
 JG0947  NGVD 29 (07/19/86)  734.3    (m)         2409.     (f) LEVELING    3  
 JG0947
 JG0947.Superseded values are not recommended for survey control.
 JG0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0947.See file dsdata.txt to determine how the superseded data were derived.
 JG0947
 JG0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH3666686587(NAD 83)
 JG0947_MARKER: DS = TRIANGULATION STATION DISK
 JG0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0947
 JG0947  HISTORY     - Date     Condition        Report By
 JG0947  HISTORY     - 1964     MONUMENTED       CGS
 JG0947
 JG0947                          STATION DESCRIPTION
 JG0947
 JG0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0947'THE STATION IS 6 MILES NORTH OF BROWNELL, 2 MILES NORTH OF THE
 JG0947'NESS-TREGO COUNTY LINE, 0.05 MILE WEST OF STATE HIGHWAY 147, AND ON
 JG0947'ROAD RIGHT-OF-WAY.
 JG0947'
 JG0947'TO REACH THE STATION FROM THE POST OFFICE IN BROWNELL, GO EAST ON
 JG0947'STATE HIGHWAY 4 FOR 0.6 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH
 JG0947'ON STATE HIGHWAY 147 FOR 3.85 MILES TO A CROSSROAD AT THE
 JG0947'NESS-TREGO COUNTY LINE.  CONTINUE NORTH ON HIGHWAY 147 FOR 1.5
 JG0947'MILES TO THE AZIMUTH MARK ON THE RIGHT, NEAR A T-FENCE CORNER.
 JG0947'CONTINUE NORTH ON HIGHWAY 147 FOR 0.55 MILE TO A SIDE ROAD ON THE
 JG0947'LEFT.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 0.05 MILE TO THE
 JG0947'STATION ON THE RIGHT.
 JG0947'
 JG0947'STATION MARKS ARE STANDARD DISKS STAMPED CEDAR 1964.  THE SURFACE
 JG0947'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 JG0947'31 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 4 FEET SOUTH OF THE
 JG0947'WEST GATE POST OF A WIRE GATE, AND 4 FEET SOUTHEAST OF A METAL
 JG0947'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 JG0947'OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 JG0947'
 JG0947'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CEDAR NO 1 1964, IS SET
 JG0947'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 JG0947'IS 33 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 24.5 FEET EAST
 JG0947'OF THE EAST GATE POST, AND 1 FOOT SOUTH OF A FENCE.
 JG0947'
 JG0947'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CEDAR NO 2 1964, IS
 JG0947'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JG0947'GROUND.  IT IS 34 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 55
 JG0947'FEET WEST OF THE WEST GATE POST AND 1 FOOT SOUTH OF THE FENCE.
 JG0947'
 JG0947'AZIMUTH MARK IS A STANDARD DISK STAMPED CEDAR 1964, SET IN A SQUARE
 JG0947'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 41 FEET EAST OF THE
 JG0947'CENTER LINE OF HIGHWAY 147, 2 FEET NORTH OF A METAL WITNESS POST
 JG0947'AND 1.5 FEET NORTHWEST OF A T-FENCE CORNER POST.
 JG0947'
 JG0947'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1464 ***********************************************************************
 JE1464  DESIGNATION -  CEDAR RM 1
 JE1464  PID         -  JE1464
 JE1464  STATE/COUNTY-  KS/LYON
 JE1464  USGS QUAD   -  LEBO NW (1983)
 JE1464
 JE1464                         *CURRENT SURVEY CONTROL
 JE1464  ___________________________________________________________________
 JE1464* NAD 83(1986)-  38 24 44.     (N)    095 58 29.     (W)     SCALED    
 JE1464* NAVD 88     -       365.685  (meters)    1199.75   (feet)  ADJUSTED  
 JE1464  ___________________________________________________________________
 JE1464  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JE1464  DYNAMIC HT  -         365.420 (meters)    1198.88  (feet)  COMP
 JE1464  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 JE1464
 JE1464  VERT ORDER  -  SECOND    CLASS 0
 JE1464
 JE1464.The horizontal coordinates were scaled from a topographic map and have
 JE1464.an estimated accuracy of +/- 6 seconds.
 JE1464
 JE1464.The orthometric height was determined by differential leveling
 JE1464.and adjusted by the National Geodetic Survey in June 1991..
 JE1464
 JE1464.The geoid height was determined by GEOID03.
 JE1464
 JE1464.The dynamic height is computed by dividing the NAVD 88
 JE1464.geopotential number by the normal gravity value computed on the
 JE1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1464.degrees latitude (g = 980.6199 gals.).
 JE1464
 JE1464.The modeled gravity was interpolated from observed gravity values.
 JE1464
 JE1464;                    North         East    Units  Estimated Accuracy
 JE1464;SPC KS S     -   596,720.      620,520.      MT  (+/- 180 meters Scaled)
 JE1464
 JE1464                          SUPERSEDED SURVEY CONTROL
 JE1464
 JE1464  NGVD 29 (??/??/92)  365.532  (m)         1199.25   (f) ADJ UNCH    2 0
 JE1464
 JE1464.Superseded values are not recommended for survey control.
 JE1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1464.See file dsdata.txt to determine how the superseded data were derived.
 JE1464
 JE1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC402557(NAD 83)
 JE1464_MARKER: DR = REFERENCE MARK DISK
 JE1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1464_STAMPING: CEDAR NO 1 1974
 JE1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1464+STABILITY: SURFACE MOTION
 JE1464
 JE1464  HISTORY     - Date     Condition        Report By
 JE1464  HISTORY     - 1974     MONUMENTED       NGS
 JE1464
 JE1464                          STATION DESCRIPTION
 JE1464
 JE1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1464'6.9 MI W FROM LEBO.
 JE1464'AT THE CEDAR STATION SITE.  THE MARK IS SET IN THE TOP OF A CONCRETE
 JE1464'POST FLUSH WITH THE GROUND, 28.69 FEET EAST OF THE STATION, 45.31 FEET
 JE1464'NORTHEAST OF RM 2, 135 FEET NORTH OF THE CENTERLINE OF US HIGHWAY 50,
 JE1464'35 FEET SOUTH OF A FENCE WHICH IS IN A HEDGE ROW AND IS ABOUT THE SAME
 JE1464'LEVEL AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1462 ***********************************************************************
 JE1462  DESIGNATION -  CEDAR RM 2
 JE1462  PID         -  JE1462
 JE1462  STATE/COUNTY-  KS/LYON
 JE1462  USGS QUAD   -  LEBO NW (1983)
 JE1462
 JE1462                         *CURRENT SURVEY CONTROL
 JE1462  ___________________________________________________________________
 JE1462* NAD 83(1986)-  38 24 44.     (N)    095 58 29.     (W)     SCALED    
 JE1462* NAVD 88     -       365.808  (meters)    1200.16   (feet)  ADJUSTED  
 JE1462  ___________________________________________________________________
 JE1462  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JE1462  DYNAMIC HT  -         365.543 (meters)    1199.29  (feet)  COMP
 JE1462  MODELED GRAV-     979,894.9   (mgal)                       NAVD 88
 JE1462
 JE1462  VERT ORDER  -  SECOND    CLASS 0
 JE1462
 JE1462.The horizontal coordinates were scaled from a topographic map and have
 JE1462.an estimated accuracy of +/- 6 seconds.
 JE1462
 JE1462.The orthometric height was determined by differential leveling
 JE1462.and adjusted by the National Geodetic Survey in June 1991..
 JE1462
 JE1462.The geoid height was determined by GEOID03.
 JE1462
 JE1462.The dynamic height is computed by dividing the NAVD 88
 JE1462.geopotential number by the normal gravity value computed on the
 JE1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1462.degrees latitude (g = 980.6199 gals.).
 JE1462
 JE1462.The modeled gravity was interpolated from observed gravity values.
 JE1462
 JE1462;                    North         East    Units  Estimated Accuracy
 JE1462;SPC KS S     -   596,720.      620,520.      MT  (+/- 180 meters Scaled)
 JE1462
 JE1462                          SUPERSEDED SURVEY CONTROL
 JE1462
 JE1462  NGVD 29 (??/??/92)  365.655  (m)         1199.65   (f) ADJ UNCH    2 0
 JE1462
 JE1462.Superseded values are not recommended for survey control.
 JE1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1462.See file dsdata.txt to determine how the superseded data were derived.
 JE1462
 JE1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC402557(NAD 83)
 JE1462_MARKER: DR = REFERENCE MARK DISK
 JE1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1462_STAMPING: CEDAR NO 2 1974
 JE1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1462+STABILITY: SURFACE MOTION
 JE1462
 JE1462  HISTORY     - Date     Condition        Report By
 JE1462  HISTORY     - 1974     MONUMENTED       NGS
 JE1462
 JE1462                          STATION DESCRIPTION
 JE1462
 JE1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1462'6.9 MI W FROM LEBO.
 JE1462'AT THE CEDAR STATION SITE.  THE MARK IS SET IN THE TOP OF A CONCRETE
 JE1462'POST FLUSH WITH THE GROUND, 33.36 FEET SOUTH OF THE STATION, 45.31
 JE1462'FEET SOUTHWEST OF RM 1, 100 FEET NORTH OF THE CENTERLINE OF US HIGHWAY
 JE1462'50, 73 FEET SOUTH OF A FENCE WHICH IS IN A HEDGE ROW AND IS ABOUT THE
 JE1462'SAME LEVEL AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1516 ***********************************************************************
 JE1516  DESIGNATION -  CEDAR RM 3
 JE1516  PID         -  JE1516
 JE1516  STATE/COUNTY-  KS/LYON
 JE1516  USGS QUAD   -  LEBO NW (1983)
 JE1516
 JE1516                         *CURRENT SURVEY CONTROL
 JE1516  ___________________________________________________________________
 JE1516* NAD 83(1986)-  38 24 38.     (N)    095 57 48.     (W)     SCALED    
 JE1516* NAVD 88     -       349.779  (meters)    1147.57   (feet)  ADJUSTED  
 JE1516  ___________________________________________________________________
 JE1516  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JE1516  DYNAMIC HT  -         349.526 (meters)    1146.74  (feet)  COMP
 JE1516  MODELED GRAV-     979,895.4   (mgal)                       NAVD 88
 JE1516
 JE1516  VERT ORDER  -  SECOND    CLASS 0
 JE1516
 JE1516.The horizontal coordinates were scaled from a topographic map and have
 JE1516.an estimated accuracy of +/- 6 seconds.
 JE1516
 JE1516.The orthometric height was determined by differential leveling
 JE1516.and adjusted by the National Geodetic Survey in June 1991..
 JE1516
 JE1516.The geoid height was determined by GEOID03.
 JE1516
 JE1516.The dynamic height is computed by dividing the NAVD 88
 JE1516.geopotential number by the normal gravity value computed on the
 JE1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1516.degrees latitude (g = 980.6199 gals.).
 JE1516
 JE1516.The modeled gravity was interpolated from observed gravity values.
 JE1516
 JE1516;                    North         East    Units  Estimated Accuracy
 JE1516;SPC KS S     -   596,560.      621,520.      MT  (+/- 180 meters Scaled)
 JE1516
 JE1516                          SUPERSEDED SURVEY CONTROL
 JE1516
 JE1516  NGVD 29 (??/??/92)  349.627  (m)         1147.07   (f) ADJ UNCH    2 0
 JE1516
 JE1516.Superseded values are not recommended for survey control.
 JE1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1516.See file dsdata.txt to determine how the superseded data were derived.
 JE1516
 JE1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC412555(NAD 83)
 JE1516_MARKER: DR = REFERENCE MARK DISK
 JE1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1516_STAMPING: CEDAR NO 3 1974
 JE1516
 JE1516  HISTORY     - Date     Condition        Report By
 JE1516  HISTORY     - UNK      MONUMENTED
 JE1516
 JE1516                          STATION DESCRIPTION
 JE1516
 JE1516'DESCRIBED UNK
 JE1516'6.1 MI W FROM LEBO.
 JE1516'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1516'STATE HIGHWAY 131 (EXIT NO. 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1516'GO WEST ALONG I-35 FOR 6.1 MILES TO THE MARK SET IN THE TOP OF A
 JE1516'CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS AT THE COMPLETED END
 JE1516'OF I-35, 57 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF
 JE1516'I-35, 50 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 1.9 FEET NORTH
 JE1516'OF A METAL WITNESS SIGN AND IS ABOUT LEVEL WITH I-35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1130 ***********************************************************************
 HF1130  DESIGNATION -  CEDAR VALE MUNICIPAL TANK
 HF1130  PID         -  HF1130
 HF1130  STATE/COUNTY-  KS/CHAUTAUQUA
 HF1130  USGS QUAD   -  CEDAR VALE WEST (1979)
 HF1130
 HF1130                         *CURRENT SURVEY CONTROL
 HF1130  ___________________________________________________________________
 HF1130* NAD 83(1997)-  37 06 25.36138(N)    096 30 05.85314(W)     ADJUSTED  
 HF1130* NAVD 88     -                                                        
 HF1130  ___________________________________________________________________
 HF1130  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HF1130  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HF1130
 HF1130  HORZ ORDER  -  THIRD
 HF1130
 HF1130.The horizontal coordinates were established by classical geodetic methods
 HF1130.and adjusted by the National Geodetic Survey in October 1998..
 HF1130
 HF1130
 HF1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1130
 HF1130.The geoid height was determined by GEOID03.
 HF1130
 HF1130;                    North         East     Units Scale Factor Converg.
 HF1130;SPC KS S     -   450,779.635   577,621.609   MT  1.00003521   +1 13 41.0
 HF1130;UTM  14      - 4,109,668.491   722,002.810   MT  1.00020717   +1 30 28.4
 HF1130
 HF1130                          SUPERSEDED SURVEY CONTROL
 HF1130
 HF1130  NAD 83(1997)-  37 06 25.35999(N)    096 30 05.85056(W) AD(       ) 4
 HF1130  NAD 83(1986)-  37 06 25.37730(N)    096 30 05.84080(W) AD(       ) 4
 HF1130  NAD 27      -  37 06 25.22604(N)    096 30 04.77198(W) AD(       ) 3
 HF1130
 HF1130.Superseded values are not recommended for survey control.
 HF1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1130.See file dsdata.txt to determine how the superseded data were derived.
 HF1130
 HF1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG2200309668(NAD 83)
 HF1130_MARKER: 53 = ELEVATED TANK
 HF1130
 HF1130  HISTORY     - Date     Condition        Report By
 HF1130  HISTORY     - 1963     FIRST OBSERVED   CGS
 HF1130
 HF1130                          STATION DESCRIPTION
 HF1130
 HF1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 HF1130'THE STATION IS THE CENTER OF THE TOP OF A 90 FOOT HIGH
 HF1130'ELEVATED TANK PAINTED SILVER.  IT IS LOCATED IN THE TOWN OF CEDAR
 HF1130'VALE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0624 ***********************************************************************
 KH0624  DESIGNATION -  CEMETERY
 KH0624  PID         -  KH0624
 KH0624  STATE/COUNTY-  KS/RAWLINS
 KH0624  USGS QUAD   -  CHARDON SW (1981)
 KH0624
 KH0624                         *CURRENT SURVEY CONTROL
 KH0624  ___________________________________________________________________
 KH0624* NAD 83(1997)-  39 36 52.23335(N)    101 10 10.55405(W)     ADJUSTED  
 KH0624* NAVD 88     -       978.     (meters)    3209.     (feet)  SCALED    
 KH0624  ___________________________________________________________________
 KH0624  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KH0624  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KH0624
 KH0624  HORZ ORDER  -  SECOND
 KH0624
 KH0624.The horizontal coordinates were established by classical geodetic methods
 KH0624.and adjusted by the National Geodetic Survey in October 1998..
 KH0624
 KH0624.The orthometric height was scaled from a topographic map.
 KH0624
 KH0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0624
 KH0624.The geoid height was determined by GEOID03.
 KH0624
 KH0624;                    North         East     Units Scale Factor Converg.
 KH0624;SPC KS N     -   146,990.981   127,881.752   MT  0.99997697   -2 00 19.6
 KH0624;UTM  14      - 4,387,221.893   313,758.127   MT  1.00002706   -1 23 01.6
 KH0624
 KH0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0624!SPC KS N     -   0.99985032  x   0.99997697  =   0.99982729
 KH0624!UTM  14      -   0.99985032  x   1.00002706  =   0.99987737
 KH0624
 KH0624|---------------------------------------------------------------------|
 KH0624| PID    Reference Object                     Distance      Geod. Az  |
 KH0624|                                                           dddmmss.s |
 KH0624| CP6770 CEMETERY RM 1                        33.429 METERS 00027     |
 KH0624| CP6769 CEMETERY AZ MK                                     1823703.9 |
 KH0624| CP6771 CEMETERY RM 2                        19.808 METERS 25800     |
 KH0624|---------------------------------------------------------------------|
 KH0624
 KH0624                          SUPERSEDED SURVEY CONTROL
 KH0624
 KH0624  NAD 83(1997)-  39 36 52.23451(N)    101 10 10.55649(W) AD(       ) 2
 KH0624  NAD 83(1986)-  39 36 52.23466(N)    101 10 10.55641(W) AD(       ) 2
 KH0624  NAD 27      -  39 36 52.23500(N)    101 10 08.98200(W) AD(       ) 2
 KH0624
 KH0624.Superseded values are not recommended for survey control.
 KH0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0624.See file dsdata.txt to determine how the superseded data were derived.
 KH0624
 KH0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ1375887222(NAD 83)
 KH0624_MARKER: DS = TRIANGULATION STATION DISK
 KH0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0624
 KH0624  HISTORY     - Date     Condition        Report By
 KH0624  HISTORY     - 1951     MONUMENTED       CGS
 KH0624
 KH0624                          STATION DESCRIPTION
 KH0624
 KH0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0624'THE STATION IS LOCATED ABOUT 16.5 MILES SOUTHEAST OF BIRD
 KH0624'CITY, 16.0 MILES NORTH-NORTHWEST OF COLBY, 15.0 MILES
 KH0624'SOUTH-SOUTHWEST OF ATWOOD AND 0.5 MILE NORTHWEST OF A SMALL
 KH0624'RURAL CEMETERY.  IT IS JUST WEST OF AN ABANDONED FARM HOUSE, 85.0
 KH0624'FEET WEST OF A CEMENT FOUNDATION AND 31.0 FEET EAST OF THE CENTER
 KH0624'OF A GRADED ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED CEMETERY
 KH0624'1951.
 KH0624'
 KH0624'REFERENCE MARK NO. 1 IS NEAR THE NORTHWEST CORNER OF A FARM
 KH0624'YARD AND 31.0 FEET EAST OF THE CENTER OF A GRADED ROAD.  IT
 KH0624'PROJECTS 4 INCHES AND IS STAMPED CEMETERY NO 1 1951.
 KH0624'
 KH0624'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE ROAD FROM THE STATION
 KH0624'AND IS ABOUT 2.5 FEET ABOVE THE ELEVATION OF THE STATION.  IT IS
 KH0624'32.0 FEET WEST OF THE CENTER OF A GRADED ROAD AND 1.0 FOOT
 KH0624'NORTH OF A TELEPHONE POLE.  IT PROJECTS 4 INCHES AND IS STAMPED
 KH0624'CEMETERY NO 2 1951.
 KH0624'
 KH0624'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0624'NO. 2 IS 139.5 FEET.
 KH0624'
 KH0624'THE AZIMUTH MARK IS 0.1 MILE SOUTH OF A CROSSROAD, 31.0 FEET
 KH0624'WEST OF THE CENTER OF THE CENTER OF A GRADED ROAD AND 1.0 FOOT
 KH0624'NORTH OF A TELEPHONE POLE.  IT PROJECTS 6 INCHES AND IS STAMPED
 KH0624'CEMETERY 1951.
 KH0624'
 KH0624'TO REACH THE STATION FROM THE STOP LIGHT ONE BLOCK SOUTH OF THE
 KH0624'POST OFFICE IN COLBY, GO WEST ON U.S. HIGHWAY NO. 24 FOR 0.5
 KH0624'MILE TO THE JUNCTION WITH STATE HIGHWAY NO. 25.  HERE TURN
 KH0624'RIGHT AND GO NORTH ON STATE HIGHWAY NO. 25 FOR 13.0 MILES TO
 KH0624'A T ROAD LEFT, TURN LEFT AND GO WEST ON A GRADED ROAD FOR
 KH0624'5.2 MILES TO A T ROAD RIGHT.  HERE TURN RIGHT AND GO NORTH ON
 KH0624'A GRADED ROAD FOR 2.0 MILES TO A CROSSROAD, TURN LEFT AND GO
 KH0624'WEST ON A GRADED ROAD FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT
 KH0624'AND GO NORTH ON A GRADED ROAD FOR 0.2 MILE TO AN ABANDONED
 KH0624'FARM HOUSE ON THE RIGHT AND THE STATION AS DESCRIBED.
 KH0624'
 KH0624'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 KH0624'GRADED ROAD FOR 0.2 MILE TO A CROSSROAD, CONTINUE SOUTH ON
 KH0624'GRADED ROAD FOR 0.1 MILE AND THE MARK ON THE WEST SIDE OF THE ROAD
 KH0624'AS DESCRIBED.
 KH0624'
 KH0624'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1931 ***********************************************************************
 JE1931  DESIGNATION -  CENTER
 JE1931  PID         -  JE1931
 JE1931  STATE/COUNTY-  KS/LINN
 JE1931  USGS QUAD   -  MOUND CITY NW (1966)
 JE1931
 JE1931                         *CURRENT SURVEY CONTROL
 JE1931  ___________________________________________________________________
 JE1931* NAD 83(1997)-  38 10 01.96218(N)    094 55 04.83362(W)     ADJUSTED  
 JE1931* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 JE1931  ___________________________________________________________________
 JE1931  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 JE1931  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JE1931
 JE1931  HORZ ORDER  -  THIRD
 JE1931
 JE1931.The horizontal coordinates were established by classical geodetic methods
 JE1931.and adjusted by the National Geodetic Survey in October 1998..
 JE1931
 JE1931.The orthometric height was scaled from a topographic map.
 JE1931
 JE1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1931
 JE1931.The geoid height was determined by GEOID03.
 JE1931
 JE1931;                    North         East     Units Scale Factor Converg.
 JE1931;SPC KS S     -   572,567.825   713,804.992   MT  0.99994538   +2 12 04.4
 JE1931;UTM  15      - 4,226,106.018   331,979.493   MT  0.99994770   -1 11 07.9
 JE1931
 JE1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1931!SPC KS S     -   0.99995538  x   0.99994538  =   0.99990076
 JE1931!UTM  15      -   0.99995538  x   0.99994770  =   0.99990308
 JE1931
 JE1931:                Primary Azimuth Mark                     Grid Az
 JE1931:SPC KS S     -  CENTER AZ MK                             081 23 35.8
 JE1931:UTM  15      -  CENTER AZ MK                             084 46 48.1
 JE1931
 JE1931|---------------------------------------------------------------------|
 JE1931| PID    Reference Object                     Distance      Geod. Az  |
 JE1931|                                                           dddmmss.s |
 JE1931| CN6603 CENTER AZ MK                                       0833540.2 |
 JE1931| CN6604 CENTER RM 1                          15.078 METERS 24533     |
 JE1931| CN6605 CENTER RM 2                          20.416 METERS 33937     |
 JE1931|---------------------------------------------------------------------|
 JE1931
 JE1931                          SUPERSEDED SURVEY CONTROL
 JE1931
 JE1931  NAD 83(1997)-  38 10 01.96892(N)    094 55 04.83106(W) AD(       ) 3
 JE1931  NAD 83(1986)-  38 10 01.96897(N)    094 55 04.83105(W) AD(       ) 3
 JE1931  NAD 27      -  38 10 01.87300(N)    094 55 03.95700(W) AD(       ) 3
 JE1931
 JE1931.Superseded values are not recommended for survey control.
 JE1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1931.See file dsdata.txt to determine how the superseded data were derived.
 JE1931
 JE1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3197926106(NAD 83)
 JE1931_MARKER: DS = TRIANGULATION STATION DISK
 JE1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1931
 JE1931  HISTORY     - Date     Condition        Report By
 JE1931  HISTORY     - 1948     MONUMENTED       CGS
 JE1931  HISTORY     - 1970     GOOD             NGS
 JE1931
 JE1931                          STATION DESCRIPTION
 JE1931
 JE1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1931'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHEAST OF BLUE MOUND
 JE1931'AND 5.5 MILES WEST AND 1.75 MILES NORTH OF MOUND CITY, ON LAND
 JE1931'OWNED AND OCCUPIED BY MR. JOHN RANDALL.  IT IS ABOUT 225 FEET
 JE1931'SOUTHEAST OF THE RANDALL FARM HOUSE, 29 FEET NORTH OF THE
 JE1931'NORTHEAST CORNER OF THE BARN, 45 FEET SOUTHEAST OF THE SOUTHEAST
 JE1931'CORNER OF THE CHICKEN HOUSE AND 9 FEET WEST OF THE WEST END OF
 JE1931'CULIVATED FIELD.  IT IS STAMPED CENTER 1948 AND SET FLUSH
 JE1931'WITH THE GROUND SURFACE.
 JE1931'
 JE1931'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 8 FEET
 JE1931'NORTH OF THE NORTHWEST CORNER OF THE BARN.  IT IS STAMPED
 JE1931'CENTER NO. 1 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE1931'
 JE1931'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION,
 JE1931'12 FEET NORTH OF THE NORTHEAST CORNER OF THE CHICKEN HOUSE.
 JE1931'IT IS STAMPED CENTER NO. 2 1948 AND SET FLUSH WITH THE GROUND
 JE1931'SURFACE.
 JE1931'
 JE1931'THE AZIMUTH MARK IS ABOUT 0.45 MILE EAST OF THE STATION, 25
 JE1931'FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 3 FEET WEST
 JE1931'OF WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST HEDGE ROW.
 JE1931'IT IS STAMPED CENTER 1948 AND PROJECTS 2 INCHES.
 JE1931'
 JE1931'TO REACH THE STATION FROM THE POST OFFICE IN MOUND CITY, GO
 JE1931'WEST ON STATE ROUTES AND 52 FOR 0.35 MILE TO JUNCTION OF ROUTES,
 JE1931'BEAR RIGHT AND GO NORTH ON STATE ROUTE NO. 7 FOR 0.6 MILES TO
 JE1931'SIDE ROAD LEFT, TURN LEFT AND FOLLOW GRADED ROAD WEST, NORTH AND
 JE1931'WEST FOR 5.9 MILE S TO THE AZIMUTH MARK ON THE NORTH SIDE
 JE1931'AS DESCRIBED, CONTINUE WEST FOR 0.45 MILE TO DRIVEWAY INTO FARM
 JE1931'YARD ON THE SOUTH SIDE, PASS THROUGH GATE AND FOLLOW DRIVE
 JE1931'SOUTH TO CHICKEN HOUSE AND BARN ON EAST SIDE AND STATION AS
 JE1931'DESCRIBED.
 JE1931'
 JE1931'A 74 FOOT SIGNAL AT STATION DAVIS IS VISIBLE AT 37 FEET.
 JE1931'
 JE1931'AN 87 FOOT SIGNAL AT STATION PLEASANTON IS VISIBLE AT 37 FEET.
 JE1931'
 JE1931'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1931
 JE1931                          STATION RECOVERY (1970)
 JE1931
 JE1931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1931'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1931'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 JE1931'GOOD CONDITION.  THE OLD HEDGE ROW AT THE AZIMUTH MARK SITE HAS
 JE1931'BEEN REMOVED.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.  A
 JE1931'METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 JE1931'
 JE1931'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 JE1931'MILES WEST AND 1-3/4 MILES NORTH OF MOUND CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0599 ***********************************************************************
 KG0599  DESIGNATION -  CENTER
 KG0599  PID         -  KG0599
 KG0599  STATE/COUNTY-  KS/MITCHELL
 KG0599  USGS QUAD   -  BELOIT SW (1978)
 KG0599
 KG0599                         *CURRENT SURVEY CONTROL
 KG0599  ___________________________________________________________________
 KG0599* NAD 83(1997)-  39 21 52.10026(N)    098 13 42.12785(W)     ADJUSTED  
 KG0599* NAVD 88     -       472.86   (+/-2cm)    1551.4    (feet)  VERTCON   
 KG0599  ___________________________________________________________________
 KG0599  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 KG0599  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 KG0599
 KG0599  HORZ ORDER  -  THIRD
 KG0599  VERT ORDER  -  THIRD ? (See Below)
 KG0599
 KG0599.The horizontal coordinates were established by classical geodetic methods
 KG0599.and adjusted by the National Geodetic Survey in October 1998..
 KG0599
 KG0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0599.The vertical order pertains to the NGVD 29 superseded value.
 KG0599
 KG0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0599
 KG0599.The geoid height was determined by GEOID03.
 KG0599
 KG0599;                    North         East     Units Scale Factor Converg.
 KG0599;SPC KS N     -   114,493.627   380,319.953   MT  0.99995882   -0 08 40.2
 KG0599;UTM  14      - 4,357,507.642   566,473.143   MT  0.99965440   +0 29 21.9
 KG0599
 KG0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0599!SPC KS N     -   0.99993001  x   0.99995882  =   0.99988883
 KG0599!UTM  14      -   0.99993001  x   0.99965440  =   0.99958443
 KG0599
 KG0599|---------------------------------------------------------------------|
 KG0599| PID    Reference Object                     Distance      Geod. Az  |
 KG0599|                                                           dddmmss.s |
 KG0599| CN8093 CENTER RM 1                          12.607 METERS 08720     |
 KG0599| CN8092 CENTER AZ MK                                       0911050.3 |
 KG0599| CN8094 CENTER RM 2                          11.800 METERS 18229     |
 KG0599|---------------------------------------------------------------------|
 KG0599
 KG0599                          SUPERSEDED SURVEY CONTROL
 KG0599
 KG0599  NAD 83(1986)-  39 21 52.10879(N)    098 13 42.12809(W) AD(       ) 3
 KG0599  NAD 27      -  39 21 52.08200(N)    098 13 40.93600(W) AD(       ) 3
 KG0599  NGVD 29 (07/19/86)  472.69   (m)         1550.8    (f) LEVELING    3  
 KG0599
 KG0599.Superseded values are not recommended for survey control.
 KG0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0599.See file dsdata.txt to determine how the superseded data were derived.
 KG0599
 KG0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ6647357508(NAD 83)
 KG0599_MARKER: DS = TRIANGULATION STATION DISK
 KG0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0599
 KG0599  HISTORY     - Date     Condition        Report By
 KG0599  HISTORY     - 1950     MONUMENTED       CGS
 KG0599  HISTORY     - 1969     GOOD             CGS
 KG0599
 KG0599                          STATION DESCRIPTION
 KG0599
 KG0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0599'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH AND 6.0 MILES WEST
 KG0599'OF BELOIT AND ABOUT 9.0 MILES SOUTH AND 4.0 MILES EAST OF GLEN
 KG0599'ELDER ON THE ROAD RIGHT-OF-WAY IN THE NORTHEAST ANGLE FORMED
 KG0599'BY A CROSSROAD.  IT IS 36 FEET EAST OF THE CENTER OF A ROAD,
 KG0599'19 FEET NORTH OF THE CENTER OF THE ROAD, 13 FEET EAST OF A FENCE
 KG0599'CORNER AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 KG0599'STAMPED CENTER 1950 AND PROJECTS 2 INCHES.
 KG0599'
 KG0599'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 21 FEET NORTH
 KG0599'OF THE CENTER OF ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 KG0599'LINE.  IT IS STAMPED CENTER NO 1 1950 AND PROJECTS 3 INCHES.
 KG0599'
 KG0599'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A CULTIVATED FIELD,
 KG0599'34 FEET EAST OF THE CENTER OF ROAD, 19 FEET SOUTH OF THE CENTER
 KG0599'OF A ROAD AND 2 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 KG0599'CENTER NO 2 1950 AND PROJECTS 3 INCHES.
 KG0599'
 KG0599'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 59.13 FEET.
 KG0599'
 KG0599'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A CULTIVATED FIELD,
 KG0599'18 FEET SOUTH OF THE CENTER OF A ROAD, 2 FEET WEST OF A POWER
 KG0599'LINE POLE AND 1 FOOT WEST OF A WITNESS POST.  IT IS STAMPED
 KG0599'CENTER 1950 AND PROJECTS 1 INCH.
 KG0599'
 KG0599'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT HOUSE
 KG0599'SQUARE IN BELOIT, GO SOUTH ON STATE HIGHWAY 14 FOR 6.9 MILES
 KG0599'TO A CROSSROAD.  TURN RIGHT AND GO WEST ON DIRT ROAD FOR 5.0
 KG0599'MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO
 KG0599'AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE WEST FOR 0.2 MILE
 KG0599'TO A CROSSROAD AND STATION ON THE RIGHT AS DESCRIBED.
 KG0599
 KG0599                          STATION RECOVERY (1969)
 KG0599
 KG0599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0599'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 KG0599'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 KG0599'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 KG0599'FOUND ADEQUATE FOR RECOVERY.
 KG0599'
 KG0599'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 KG0599'
 KG0599'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KG0599'
 KG0599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 9 MILES
 KG0599'SOUTHWEST OF BELOIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0928 ***********************************************************************
 HG0928  DESIGNATION -  CENTERVIEW SOUTHERN METH CH
 HG0928  PID         -  HG0928
 HG0928  STATE/COUNTY-  KS/EDWARDS
 HG0928  USGS QUAD   -  CENTERVIEW (1972)
 HG0928
 HG0928                         *CURRENT SURVEY CONTROL
 HG0928  ___________________________________________________________________
 HG0928* NAD 83(1997)-  37 49 01.07439(N)    099 16 07.47986(W)     ADJUSTED  
 HG0928* NAVD 88     -                                                        
 HG0928  ___________________________________________________________________
 HG0928  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 HG0928  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 HG0928
 HG0928  HORZ ORDER  -  THIRD
 HG0928
 HG0928.The horizontal coordinates were established by classical geodetic methods
 HG0928.and adjusted by the National Geodetic Survey in October 1998..
 HG0928
 HG0928
 HG0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0928
 HG0928.The geoid height was determined by GEOID03.
 HG0928
 HG0928;                    North         East     Units Scale Factor Converg.
 HG0928;SPC KS S     -   527,944.424   332,316.813   MT  0.99993745   -0 28 20.7
 HG0928;UTM  14      - 4,185,541.248   476,346.414   MT  0.99960689   -0 09 53.2
 HG0928
 HG0928                          SUPERSEDED SURVEY CONTROL
 HG0928
 HG0928  NAD 83(1997)-  37 49 01.08104(N)    099 16 07.47788(W) AD(       ) 4
 HG0928  NAD 83(1986)-  37 49 01.07557(N)    099 16 07.47111(W) AD(       ) 4
 HG0928  NAD 27      -  37 49 01.03000(N)    099 16 06.09000(W) AD(       ) 3
 HG0928
 HG0928.Superseded values are not recommended for survey control.
 HG0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0928.See file dsdata.txt to determine how the superseded data were derived.
 HG0928
 HG0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7634685541(NAD 83)
 HG0928_MARKER: 90 = CHURCH SPIRE
 HG0928
 HG0928  HISTORY     - Date     Condition        Report By
 HG0928  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0928
 HG0928                          STATION DESCRIPTION
 HG0928
 HG0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0928'POINT OBSERVED UPON IS TIP OF SPIRE, WHITE FRAME CHURCH WITH
 HG0928'SPIRE ABOUT 40 FEET HIGH.  LOCATED IN NORTH SIDE OF TOWN.
 HG0928'SOUTHERN METHODIST CHURCH.
 HG0928'
 HG0928'OBSERVED UPON FROM STATIONS MILLER AND DAHM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1699 ***********************************************************************
 JE1699  DESIGNATION -  CENTERVILLE STANOLIND PLINE TK
 JE1699  PID         -  JE1699
 JE1699  STATE/COUNTY-  KS/LINN
 JE1699  USGS QUAD   -  CENTERVILLE (1983)
 JE1699
 JE1699                         *CURRENT SURVEY CONTROL
 JE1699  ___________________________________________________________________
 JE1699* NAD 83(1997)-  38 12 53.60168(N)    095 01 09.23483(W)     ADJUSTED  
 JE1699* NAVD 88     -                                                        
 JE1699  ___________________________________________________________________
 JE1699  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 JE1699  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JE1699
 JE1699  HORZ ORDER  -  THIRD
 JE1699
 JE1699.The horizontal coordinates were established by classical geodetic methods
 JE1699.and adjusted by the National Geodetic Survey in October 1998..
 JE1699
 JE1699
 JE1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1699
 JE1699.The geoid height was determined by GEOID03.
 JE1699
 JE1699;                    North         East     Units Scale Factor Converg.
 JE1699;SPC KS S     -   577,520.205   704,743.918   MT  0.99994934   +2 08 20.5
 JE1699;UTM  15      - 4,231,585.270   323,226.726   MT  0.99998486   -1 14 58.0
 JE1699
 JE1699                          SUPERSEDED SURVEY CONTROL
 JE1699
 JE1699  NAD 83(1997)-  38 12 53.60806(N)    095 01 09.23301(W) AD(       ) 4
 JE1699  NAD 83(1986)-  38 12 53.60906(N)    095 01 09.23205(W) AD(       ) 4
 JE1699  NAD 27      -  38 12 53.52000(N)    095 01 08.32000(W) AD(       ) 3
 JE1699
 JE1699.Superseded values are not recommended for survey control.
 JE1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1699.See file dsdata.txt to determine how the superseded data were derived.
 JE1699
 JE1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2322731585(NAD 83)
 JE1699_MARKER: 53 = ELEVATED TANK
 JE1699
 JE1699  HISTORY     - Date     Condition        Report By
 JE1699  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1699
 JE1699                          STATION DESCRIPTION
 JE1699
 JE1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JE1699'LOCATED AT THE WEST EDGE OF CENTERVILLE ON STANDARD OIL COMPANY
 JE1699'PROPERTY.  IT IS 0.2 MILE WEST OF THE CENTERVILLE DEPOT AND
 JE1699'0.05 MILE SOUTH OF AN EAST-WEST GRAVELED ROAD.
 JE1699'
 JE1699'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING AN ELONGATED TANK.
 JE1699'THE HEIGHT IS ABOUT 90 FEET AND THE POINT OBSERVED UPON
 JE1699'WAS THE SMALL BALL AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1143 ***********************************************************************
 HE1143  DESIGNATION -  CENTRAL
 HE1143  PID         -  HE1143
 HE1143  STATE/COUNTY-  KS/BOURBON
 HE1143  USGS QUAD   -  HIATTVILLE (1964)
 HE1143
 HE1143                         *CURRENT SURVEY CONTROL
 HE1143  ___________________________________________________________________
 HE1143* NAD 83(1997)-  37 44 50.00266(N)    094 46 36.84914(W)     ADJUSTED  
 HE1143* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 HE1143  ___________________________________________________________________
 HE1143  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HE1143  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HE1143
 HE1143  HORZ ORDER  -  FIRST
 HE1143
 HE1143.The horizontal coordinates were established by classical geodetic methods
 HE1143.and adjusted by the National Geodetic Survey in October 1998..
 HE1143
 HE1143.The orthometric height was scaled from a topographic map.
 HE1143
 HE1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1143
 HE1143.The geoid height was determined by GEOID03.
 HE1143
 HE1143;                    North         East     Units Scale Factor Converg.
 HE1143;SPC KS S     -   526,475.201   728,021.300   MT  0.99994032   +2 17 16.6
 HE1143;SPC MO W     -   175,430.949   825,597.136   MT  0.99994851   -0 10 10.3
 HE1143;UTM  15      - 4,179,255.815   343,452.386   MT  0.99990186   -1 05 16.8
 HE1143
 HE1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1143!SPC KS S     -   0.99995733  x   0.99994032  =   0.99989765
 HE1143!SPC MO W     -   0.99995733  x   0.99994851  =   0.99990584
 HE1143!UTM  15      -   0.99995733  x   0.99990186  =   0.99985919
 HE1143
 HE1143|---------------------------------------------------------------------|
 HE1143| PID    Reference Object                     Distance      Geod. Az  |
 HE1143|                                                           dddmmss.s |
 HE1143| CN6611 CENTRAL RM 1                         22.796 METERS 00752     |
 HE1143| HE1125 FORT SCOTT MUNICIPAL STANDPIPE      APPROX.10.7 KM 0295612.2 |
 HE1143| HE1124 FORT SCOTT TALL MUN STANDPIPE       APPROX.10.7 KM 0300438.8 |
 HE1143| HE1128 FORT SCOTT MUN BOOSTER TANK         APPROX.11.9 KM 0372645.0 |
 HE1143| CN6610 CENTRAL AZ MK                                      0961041.8 |
 HE1143| CN6612 CENTRAL RM 2                         25.382 METERS 26841     |
 HE1143|---------------------------------------------------------------------|
 HE1143
 HE1143                          SUPERSEDED SURVEY CONTROL
 HE1143
 HE1143  NAD 83(1997)-  37 44 50.00915(N)    094 46 36.84938(W) AD(       ) 1
 HE1143  NAD 83(1986)-  37 44 50.01169(N)    094 46 36.84282(W) AD(       ) 1
 HE1143  NAD 27      -  37 44 49.85600(N)    094 46 35.96800(W) AD(       ) 1
 HE1143
 HE1143.Superseded values are not recommended for survey control.
 HE1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1143.See file dsdata.txt to determine how the superseded data were derived.
 HE1143
 HE1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4345279256(NAD 83)
 HE1143_MARKER: DS = TRIANGULATION STATION DISK
 HE1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1143
 HE1143  HISTORY     - Date     Condition        Report By
 HE1143  HISTORY     - 1940     MONUMENTED       CGS
 HE1143  HISTORY     - 1948     GOOD             CGS
 HE1143  HISTORY     - 1970     GOOD             NGS
 HE1143
 HE1143                          STATION DESCRIPTION
 HE1143
 HE1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE1143'STATION IS ABOUT 6 MILES NE OF HIATTVILLE, AND ABOUT 11
 HE1143'MILES SW OF FORT SCOTT, IN THE SW CORNER OF SECTION 27,
 HE1143'T 26 S, R 24 W, ON PROPERTY OWNED BY THE CENTRAL LIFE INSURANCE
 HE1143'COMPANY, AND OCCUPIED BY MR. NICHOLS.  STATION MARK IS STAMPED
 HE1143'CENTRAL 1940 AND IS SET FLUSH WITH THE GROUND, 19.5 FEET
 HE1143'SW OF A 10-INCH CEDAR TREE, 28 FEET W OF THE CENTER OF A
 HE1143'FARM LANE, 30 FEET NE OF A 20-INCH CEDAR TREE, 114 FEET
 HE1143'SE OF THE SE CORNER OF A WHITE HOUSE AND 45 FEET N OF THE
 HE1143'CENTER OF A DIRT ROAD.
 HE1143'
 HE1143'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE1143'BRONZE DISKS SET IN CONCRETE.
 HE1143'
 HE1143'REFERENCE MARK NO. 1 IS STAMPED CENTRAL NO. 1 1940 AND IS
 HE1143'SET FLUSH WITH THE GROUND, 13 FEET W OF THE CENTER OF A
 HE1143'FARM LANE, 6 FEET SW OF A 10-INCH CEDAR TREE AND 66 FEET
 HE1143'E OF THE SE CORNER OF A WHITE HOUSE.
 HE1143'
 HE1143'REFERENCE MARK NO. 2 IS STAMPED CENTRAL NO. 2 1940 AND IS
 HE1143'SET FLUSH WITH THE GROUND, 1 FOOT E OF A FENCE, 19 FEET
 HE1143'N OF A FENCE CORNER AND 16 FEET SW OF A 16-INCH CEDAR TREE.
 HE1143'
 HE1143'THE AZIMUTH MARK IS STAMPED CENTRAL 1940 AND PROJECTS 4
 HE1143'INCHES.  IT IS 3 FEET S OF A WHITE REFERENCE POST, 1 FOOT
 HE1143'N OF A FENCE CORNER AND 230 FEET S OF THE CENTER OF A DIRT
 HE1143'ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO E
 HE1143'ON DIRT ROAD 0.6 MILE TO A N-S FENCE LINE, AZIMUTH MARK
 HE1143'IS 230 FEET S OF ROAD IN N-S FENCE LINE.
 HE1143'
 HE1143'TO REACH THE STATION FROM THE RAILROAD DEPOT, IN HIATTVILLE,
 HE1143'GO W 0.1 MILE TO A T-ROAD, TURN RIGHT, (N) AND GO 0.25 MILE
 HE1143'TO STATE HIGHWAY 39, TURN RIGHT, (E) 0.6 MILE TO A CROSS
 HE1143'ROAD, TURN RIGHT AND GO ENE ON GRAVEL ROAD FOR 2 MILES TO
 HE1143'A TURN N, TURN LEFT AND GO 1 MILE TO A TURN E, TURN RIGHT
 HE1143'AND GO 3 MILES TO THE STATION ON THE LEFT, N SIDE OF THE
 HE1143'ROAD, NEAR A WHITE HOUSE AND JUST E OF A CROSS ROAD.
 HE1143'
 HE1143'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HE1143
 HE1143                          STATION RECOVERY (1948)
 HE1143
 HE1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE1143'THE STATION, REFERENCE MARKS NOS 1 AND 2
 HE1143'AND AZIMUTH MARK, RECOVERED AND FOUND IN GOOD
 HE1143'CONDITION.  FOLLOWING IS A COMPLETE DESCRIPTION.
 HE1143'
 HE1143'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF HIATTVILLE
 HE1143'AND 11.0 MILES SOUTHWEST OF FORT SCOTT ON LAND OWNED BY
 HE1143'THE CENTRAL LIFE INSURANCE COMPANY AND OCCUPIED BY MR. F.M.
 HE1143'MC DANIEL.  IT IS IN THE SOUTHEAST CORNER OF THE FARM YARD,
 HE1143'114 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 HE1143'45 FEET NORTH OF THE CENTER OF EAST-WEST ROAD AND 28 FEET
 HE1143'WEST OF THE CENTER OF THE DRIVEWAY.  IT IS STAMPED CENTRAL
 HE1143'1940 AND SET FLUSH WITH THE GROUND SURFACE.
 HE1143'
 HE1143'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 71 FEET
 HE1143'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AND
 HE1143'15 FEET WEST OF THE CENTER OF THE DRIVEWAY.  IT IS STAMPED
 HE1143'CENTRAL NO 1 1940 AND SET FLUSH WITH THE GROUND SURFACE.
 HE1143'
 HE1143'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, 48
 HE1143'FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 37 FEET
 HE1143'EAST OF FENCE LINE, 19 FEET NORTH OF EAST END OF FENCE LINE,
 HE1143'17 FEET NORTHEAST OF 2 FOOT WALNUT TREE AND 16 FEET SOUTHWEST
 HE1143'OF 16 INCH CEDAR TREE.  IT IS STAMPED CENTRAL NO 2 1948
 HE1143'AND SET FLUSH WITH THE GROUND SURFACE.
 HE1143'
 HE1143'THE AZIMUTH MARK IS ABOUT 0.6 MILE EAST-SOUTHEAST OF THE
 HE1143'STATION, ABOUT 200 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HE1143'OF ABANDONED FARM HOUSE, 230 FEET SOUTH OF THE CENTER OF
 HE1143'EAST-WEST ROAD, 1 FOOT NORTH OF FENCE CORNER AND 3 FEET
 HE1143'SOUTH OF WITNESS POST.  IT IS STAMPED CENTRAL 1940 AND PROJECTS
 HE1143'3 INCHES.  TO REACH FROM THE STATION, GO EAST FOR 0.6 MILE
 HE1143'ON DIRT ROAD TO NORTH-SOUTH FENCE LINE IN FIELD ON THE SOUTH
 HE1143'SIDE OF THE ROAD AND MARK 230 FEET SOUTH OF ROAD AS DESCRIBED.
 HE1143'
 HE1143'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 HE1143'54, 69 AND STATE ROUTE NO 7 IN THE CENTER OF FORT SCOTT,
 HE1143'GO SOUTH ON U.S. HIGHWAY 69 FOR 3.6 MILES TO STATE ROUTE
 HE1143'39 RIGHT, TURN RIGHT AND GO WEST ON STATE ROUTE 39 FOR 4.0
 HE1143'MILES TO SIDE ROAD LEFT AT SMALL CONCRETE BRIDGE WITH LETTERING
 HE1143'US 893-8RM PAINTED IN WHITE ON IT, TURN LEFT AND GO SOUTH
 HE1143'FOR 3.0 MILES TO CROSSROADS, TURN LEFT AND GO EAST FOR 0.05
 HE1143'MILE TO DRIVEWAY LEFT INTO FARMYARD AND STATION IN SOUTHEAST
 HE1143'CORNER AS DESCRIBED.
 HE1143'
 HE1143'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 HE1143'
 HE1143'A 74 FOOT SIGNAL AT STATION STEPHEN 1940 IS VISIBLE AT 50 FEET.
 HE1143'
 HE1143'A 74 FOOT SIGNAL AT STATION POPULAR IS VISIBLE AT 37 FEET.
 HE1143'
 HE1143'A 74 FOOT SIGNAL AT STATION HARDING IS VISIBLE AT 37 FEET.
 HE1143'
 HE1143'A 74 FOOT SIGNAL AT STATION HAMMOND IS VISIBLE AT 37 FEET.
 HE1143'
 HE1143'A 74 FOOT SIGNAL AT STATION RICHARDSON 1934 IS VISIBLE AT 50 FEET.
 HE1143'
 HE1143'A 74 FOOT SIGNAL AT STATION PERRY 1934 IS VISIBLE AT 37 FEET.
 HE1143
 HE1143                          STATION RECOVERY (1970)
 HE1143
 HE1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HE1143'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 HE1143'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 HE1143'MARKS WERE FOUND IN GOOD CONDITION.
 HE1143'
 HE1143'STATION MARK IS 23.5 FEET NORTH OF A METAL WITNESS POST AND 16.5
 HE1143'FEET WEST OF A FENCE.
 HE1143'
 HE1143'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 HE1143'
 HE1143'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 HE1143'SQUARE IN FORT SCOTT, GO SOUTH ON BUSINESS U. S. HIGHWAY 69 AND
 HE1143'THEN U. S. HIGHWAY 69 FOR 3.4 MILES TO A CEMETERY AND A SIDE ROAD
 HE1143'ON THE RIGHT.  TURN RIGHT AND GO WEST ON A SURFACED ROAD FOR 3.0
 HE1143'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD
 HE1143'FOR 0.05 MILE TO A DRIVEWAY LEADING TO AN ABANDONED HOUSE AND THE
 HE1143'STATION ON THE LEFT.  (CONTINUE EAST ON A GRAVELED ROAD FOR 0.6
 HE1143'MILE TO AN ABANDONED FARMHOUSE AND THE AZIMUTH MARK SOUTHWEST OF
 HE1143'THE HOUSE).
 HE1143'
 HE1143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11 MILES
 HE1143'SOUTHWEST OF FORT SCOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0732 ***********************************************************************
 JG0732  DESIGNATION -  CENTRAL RESET
 JG0732  PID         -  JG0732
 JG0732  STATE/COUNTY-  KS/RICE
 JG0732  USGS QUAD   -  LYONS NW (1970)
 JG0732
 JG0732                         *CURRENT SURVEY CONTROL
 JG0732  ___________________________________________________________________
 JG0732* NAD 83(1997)-  38 27 05.39571(N)    098 10 06.76004(W)     ADJUSTED  
 JG0732* NAVD 88     -       538.9    (meters)    1768.     (feet)  VERTCON   
 JG0732  ___________________________________________________________________
 JG0732  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 JG0732  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 JG0732
 JG0732  HORZ ORDER  -  FIRST
 JG0732
 JG0732.The horizontal coordinates were established by classical geodetic methods
 JG0732.and adjusted by the National Geodetic Survey in October 1998..
 JG0732
 JG0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0732
 JG0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0732
 JG0732.The geoid height was determined by GEOID03.
 JG0732
 JG0732;                    North         East     Units Scale Factor Converg.
 JG0732;SPC KS S     -   598,145.787   428,932.501   MT  0.99997925   +0 12 13.3
 JG0732;SPC KS N     -    13,131.419   385,286.770   MT  1.00005337   -0 06 23.9
 JG0732;UTM  14      - 4,256,239.045   572,550.330   MT  0.99966482   +0 31 01.4
 JG0732
 JG0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0732!SPC KS S     -   0.99991972  x   0.99997925  =   0.99989897
 JG0732!SPC KS N     -   0.99991972  x   1.00005337  =   0.99997308
 JG0732!UTM  14      -   0.99991972  x   0.99966482  =   0.99958457
 JG0732
 JG0732:                Primary Azimuth Mark                     Grid Az
 JG0732:SPC KS S     -  GENESEO MUNICIPAL TANK                   008 39 44.1
 JG0732:SPC KS N     -  GENESEO MUNICIPAL TANK                   008 58 21.3
 JG0732:UTM  14      -  GENESEO MUNICIPAL TANK                   008 20 56.0
 JG0732
 JG0732|---------------------------------------------------------------------|
 JG0732| PID    Reference Object                     Distance      Geod. Az  |
 JG0732|                                                           dddmmss.s |
 JG0732| JG0691 GENESEO MUNICIPAL TANK              APPROX. 7.3 KM 0085157.4 |
 JG0732| CK8302 CENTRAL RM 3                         42.191 METERS 06300     |
 JG0732| CK8303 CENTRAL RM 4                         40.941 METERS 11809     |
 JG0732| JG0727 LYONS MUNICIPAL TANK                APPROX.11.9 KM 1940021.4 |
 JG0732| JG0702 FREDERIC ELEVATOR                   APPROX.11.2 KM 3091554.2 |
 JG0732|---------------------------------------------------------------------|
 JG0732
 JG0732                          SUPERSEDED SURVEY CONTROL
 JG0732
 JG0732  NAD 83(1986)-  38 27 05.40402(N)    098 10 06.76023(W) AD(       ) 1
 JG0732  NAD 27      -  38 27 05.36700(N)    098 10 05.55200(W) AD(       ) 1
 JG0732  NGVD 29 (07/19/86)  538.7    (m)         1767.     (f) VERT ANG       
 JG0732
 JG0732.Superseded values are not recommended for survey control.
 JG0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0732.See file dsdata.txt to determine how the superseded data were derived.
 JG0732
 JG0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH7255056239(NAD 83)
 JG0732_MARKER: DS = TRIANGULATION STATION DISK
 JG0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0732
 JG0732  HISTORY     - Date     Condition        Report By
 JG0732  HISTORY     - 1964     MONUMENTED       CGS
 JG0732
 JG0732                          STATION DESCRIPTION
 JG0732
 JG0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 JG0732'THIS STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE STATION
 JG0732'MARK WAS ONLY 6 INCHES BELOW THE SURFACE OF A CULTIVATED FIELD
 JG0732'AND THE REFERENCE MARKS NO. 1 AND NO. 2 WERE NOT RECOVERED.  THE
 JG0732'SURFACE STATION MARK WAS REMOVED AS WAS BOTH UNDERGROUND MARKS.
 JG0732'A NEW UNDERGROUND MARK WAS ESTABLISHED ABOUT 4 FEET BELOW THE
 JG0732'GROUND SURFACE OF CULTIVATED FIELD, THE STATION MARK WAS SET
 JG0732'ABOUT 18 INCHES BELOW GROUND LEVEL, AND TWO NEW REFERENCE
 JG0732'MARKS, RM 3 AND RM 4, WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 JG0732'FOLLOWS.
 JG0732'
 JG0732'STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF LYONS AND 5
 JG0732'MILES SOUTH OF GENESCE IN THE SE 1/4 OF SEC. 26, T 18 S., R 8 W.
 JG0732'IN A CULTIVATED WHEAT FIELD OWNED AND FARMED BY MR. LELAND JANSSEN.
 JG0732'THE MARK IS 715 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 JG0732'GRAVEL ROAD.  THE MARK IS 18 INCHES BELOW THE SURFACE OF THE
 JG0732'CULTIVATED FIELD AND THE DISK IS STAMPED CENTRAL 1900 - 1964.
 JG0732'
 JG0732'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56
 JG0732'AND STATE HIGHWAY 14 IN LYONS, GO NORTH ON STATE HIGHWAY 14 FOR
 JG0732'7.0 MILES TO CROSSROADS.  TURN RIGHT AND GO EAST FOR 2.0 MILES
 JG0732'TO CROSSROADS AND REFERENCE MARK NO. 4 IN THE NORTHWEST ANGLE
 JG0732'OF THE CROSSROADS.  THE STATION IS WEST-NORTHWEST IN THE
 JG0732'CULTIVATED FIELD.
 JG0732'
 JG0732'REFERENCE MARK NO. 3 IS 1384.30 FEET EAST-NORTHWEST OF THE STATION,
 JG0732'24 FEET EAST OF THE CENTERLINE OF NORTH-SOUTH ROAD, 9 FEET SOUTH
 JG0732'OF THE SOUTH COTTONWOOD TREE IN A GROVE, AND 1 FOOT NORTH OF A
 JG0732'STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JG0732'STAMPED CENTRAL NO 3 1900-1964.
 JG0732'
 JG0732'REFERENCE MARK NO. 4 IS 1343.20 FEET EAST-SOUTHEAST OF THE STATION,
 JG0732'87 FEET NORTH OF THE CENTERLINE OF EAST-WEST GRAVEL ROAD, 47.6 FEET
 JG0732'NORTH OF THE NORTH END OF WEST HEADWALL OF CONCRETE CULVERT UNDER
 JG0732'NORTH-SOUTH ROAD, AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST.
 JG0732'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CENTRAL NO 4
 JG0732'1900 - 1964.
 JG0732'
 JG0732'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0979 ***********************************************************************
 KF0979  DESIGNATION -  CENTRALIA
 KF0979  PID         -  KF0979
 KF0979  STATE/COUNTY-  KS/NEMAHA
 KF0979  USGS QUAD   -  CENTRALIA (1969)
 KF0979
 KF0979                         *CURRENT SURVEY CONTROL
 KF0979  ___________________________________________________________________
 KF0979* NAD 83(1997)-  39 44 24.84950(N)    096 07 42.10117(W)     ADJUSTED  
 KF0979* NAVD 88     -       410.27   (+/-2cm)    1346.0    (feet)  VERTCON   
 KF0979  ___________________________________________________________________
 KF0979  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 KF0979  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 KF0979
 KF0979  HORZ ORDER  -  THIRD
 KF0979  VERT ORDER  -  THIRD ? (See Below)
 KF0979
 KF0979.The horizontal coordinates were established by classical geodetic methods
 KF0979.and adjusted by the National Geodetic Survey in October 1998..
 KF0979
 KF0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0979.The vertical order pertains to the NGVD 29 superseded value.
 KF0979
 KF0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0979
 KF0979.The geoid height was determined by GEOID03.
 KF0979
 KF0979;                    North         East     Units Scale Factor Converg.
 KF0979;SPC KS N     -   157,845.069   560,417.912   MT  0.99999329   +1 11 03.2
 KF0979;UTM  14      - 4,402,870.642   746,067.523   MT  1.00034551   +1 50 12.4
 KF0979
 KF0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0979!SPC KS N     -   0.99994031  x   0.99999329  =   0.99993360
 KF0979!UTM  14      -   0.99994031  x   1.00034551  =   1.00028580
 KF0979
 KF0979:                Primary Azimuth Mark                     Grid Az
 KF0979:SPC KS N     -  CENTRALIA AZ MK                          162 33 04.9
 KF0979:UTM  14      -  CENTRALIA AZ MK                          161 53 55.7
 KF0979
 KF0979|---------------------------------------------------------------------|
 KF0979| PID    Reference Object                     Distance      Geod. Az  |
 KF0979|                                                           dddmmss.s |
 KF0979| CL7034 CENTRALIA AZ MK                                    1634408.1 |
 KF0979| CL7035 CENTRALIA AZ MK RESET                              1635147.5 |
 KF0979| KF0977 CENTRALIA MUNICIPAL TANK            APPROX. 1.3 KM 1804354.3 |
 KF0979| CL7036 CENTRALIA RM 1                       11.210 METERS 26027     |
 KF0979| CL6214 CENTRALIA RM 5                       10.973 METERS 26609     |
 KF0979| CL7038 CENTRALIA RM 3                       10.948 METERS 26629     |
 KF0979| CL7039 CENTRALIA RM 4                       13.716 METERS 35840     |
 KF0979| CL7037 CENTRALIA RM 2                       13.783 METERS 35936     |
 KF0979|---------------------------------------------------------------------|
 KF0979
 KF0979                          SUPERSEDED SURVEY CONTROL
 KF0979
 KF0979  NAD 83(1997)-  39 44 24.85209(N)    096 07 42.10013(W) AD(       ) 3
 KF0979  NAD 83(1986)-  39 44 24.85592(N)    096 07 42.09801(W) AD(       ) 3
 KF0979  NAD 27      -  39 44 24.86000(N)    096 07 41.09800(W) AD(       ) 3
 KF0979  NGVD 29 (07/19/86)  410.15   (m)         1345.6    (f) LEVELING    3  
 KF0979
 KF0979.Superseded values are not recommended for survey control.
 KF0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0979.See file dsdata.txt to determine how the superseded data were derived.
 KF0979
 KF0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK4606802871(NAD 83)
 KF0979_MARKER: DS = TRIANGULATION STATION DISK
 KF0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0979+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2005
 KF0979
 KF0979  HISTORY     - Date     Condition        Report By
 KF0979  HISTORY     - 1947     MONUMENTED       CGS
 KF0979  HISTORY     - 1948     GOOD             KSHC
 KF0979  HISTORY     - 1950     GOOD             CGS
 KF0979  HISTORY     - 1961     POOR             CGS
 KF0979  HISTORY     - 1963     GOOD             CGS
 KF0979  HISTORY     - 20050624 GOOD             GEOCAC
 KF0979
 KF0979                          STATION DESCRIPTION
 KF0979
 KF0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0979'THE STATION IS ABOUT 7 MILES SOUTHWEST OF SENECA AND 1 MILE
 KF0979'NORTH OF CENTRALIA, 0.15 MILE WEST OF A CROSSROAD, 22 FEET
 KF0979'SOUTH OF THE CENTER OF A GRADED ROAD, 7 FEET NORTH OF AN EAST-WEST
 KF0979'FENCE, 6.5 FEET NORTH OF A WITNESS POST, AND 4.5 FEET EAST OF A
 KF0979'POWER LINE POLE.  IT PROJECTS 1 INCH AND IS STAMPED CENTRALIA
 KF0979'1947.
 KF0979'
 KF0979'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE CENTER OF A GRADED
 KF0979'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  IT PROJECTS 5
 KF0979'INCHES AND IS STAMPED CENTRALIA NO 1 1947.
 KF0979'
 KF0979'REFERENCE MARK NO. 2 IS 23 FEET NORTH OF THE CENTER OF A GRADED
 KF0979'ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.  IT PROJECTS 1 INCH
 KF0979'AND IS STAMPED CENTRALIA NO 2 1947.
 KF0979'
 KF0979'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A GRAVELED
 KF0979'ROAD, 2 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF A
 KF0979'WITNESS POST, AND 1 FOOT EAST OF A FENCE LINE.  IT PROJECTS 5
 KF0979'INCHES AND IS STAMPED CENTRALIA 1947.
 KF0979'
 KF0979'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN CENTRALIA,
 KF0979'GO EAST ON GRAVELED STREET FOR 0.1 MILE, TURN LEFT AND GO NORTH
 KF0979'ON GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT,
 KF0979'CONTINUE NORTH FOR 0.4 MILE TO A CROSSROAD, TURN LEFT, WEST,
 KF0979'AND GO 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 KF0979'
 KF0979'AN 87 FOOT SIGNAL AT COLLEGE HILL IS VISIBLE AT 4 FEET.
 KF0979'
 KF0979'A 74 FOOT SIGNAL AT HAROLD IS VISIBLE AT 4 FEET.
 KF0979
 KF0979                          STATION RECOVERY (1948)
 KF0979
 KF0979'RECOVERY NOTE BY KS HIGHWAY COMM 1948 (CW)
 KF0979'THE AZIMUTH MARK WAS MOVED 5.50 FEET (1T) WEST AND 1.67 FEET
 KF0979'NORTH.  SET AT SAME ELEVATION.
 KF0979
 KF0979                          STATION RECOVERY (1950)
 KF0979
 KF0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KF0979'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 KF0979'AS DESCRIBED AND FOUND IN GOOD CONDITION.  CORRECTIONS IN THE
 KF0979'TO REACH DESCRIPTION, ARE MADE.  A COMPLETE DESCRIPTION FOLLOWS.
 KF0979'
 KF0979'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF SENECA AND 1 MILE
 KF0979'NORTH OF CENTRALIA ON THE RIGHT-OF-WAY, 22 FEET SOUTH OF THE
 KF0979'CENTER OF ROAD, 7 FEET NORTH OF AN EAST-WEST FENCE, 6.5 FEET
 KF0979'NORTH OF WITNESS POST AND 4.5 FEET EAST OF POWER POLE.  THE
 KF0979'MARK PROJECTS 1 INCH AND THE DISC IS STAMPED CENTRALIA 1947.
 KF0979'
 KF0979'REFERENCE MARK NO. 1 IS 11.210 METERS (36.78 FEET) WEST OF THE
 KF0979'STATION, 27 FEET SOUTH OF CENTER OF ROAD AND 1 FOOT NORTH OF
 KF0979'FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISC IS STAMPED
 KF0979'CENTRALIA NO 1 1947.
 KF0979'
 KF0979'REFERENCE MARK NO. 2 IS 13.783 METERS (45.22 FEET) NORTH OF THE
 KF0979'STATION, 23 FEET NORTH OF CENTER OF ROAD AND 1 FOOT SOUTH OF
 KF0979'FENCE.  THE MARK PROJECTS 1 INCH AND THE DISC IS STAMPED
 KF0979'CENTRALIA NO 2 1947.
 KF0979'
 KF0979'AZIMUTH MARK IS 0.35 MILE SOUTH-SOUTHEAST OF THE STATION, 24
 KF0979'FEET WEST OF THE CENTER OF GRAVELED ROAD, 2 FEET NORTH OF
 KF0979'TELEPHONE POLE AND 1.5 FEET NORTH OF A WITNESS POST.  THE MARK
 KF0979'PROJECTS 5 INCHES AND IS STAMPED CENTRALIA 1947.
 KF0979'
 KF0979'TO REACH THE STATION FROM THE WATER TANK IN CENTRALIA, GO EAST
 KF0979'0.1 MILE.  TURN LEFT AND GO NORTH 0.4 MILE TO THE AZIMUTH MARK
 KF0979'ON THE LEFT.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.3 MILE TO
 KF0979'CROSSROADS.  TURN LEFT AND GO WEST FOR 0.15 MILE TO THE STATION
 KF0979'ON THE LEFT AS DESCRIBED.
 KF0979
 KF0979                          STATION RECOVERY (1961)
 KF0979
 KF0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KF0979'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 HAD BEEN
 KF0979'DISPLACED BY BULLDOZING OPERATIONS, BUT THE UNDERGROUND STATION
 KF0979'MARK WAS RECOVERED ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 KF0979'THE UNDERGROUND MARK WAS LOWERED AND THE SURFACE STATION MARK
 KF0979'WAS REPLACED.  REFERENCE MARK NO. 3 WAS ESTABLISHED.  AZIMUTH
 KF0979'MARK WAS MOVED IN 1948 BY KANSAS HIGHWAY PERSONNEL, SO THE
 KF0979'AZIMUTH TO THE AZIMUTH MARK IS CHANGED AND SHOULD BE NOTED IN
 KF0979'THE RECORDS.  A COMPLETE DESCRIPTION FOLLOWS.
 KF0979'
 KF0979'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF SENECA, 1 MILE
 KF0979'NORTH OF THE TOWN OF CENTRALIA, AND 0.15 MILE WEST OF STATE
 KF0979'HIGHWAY 187 AND CROSSROADS, 213 FEET WEST-SOUTHWEST OF WINDSOCK,
 KF0979'114 FEET WEST-SOUTHWEST OF A 6-INCH IRON PIPE PAINTED ORANGE,
 KF0979'22 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 7 FEET
 KF0979'WEST-NORTHWEST OF A POWER POLE, AND 1 FOOT EAST OF A NEW STEEL
 KF0979'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 KF0979'STAMPED CENTRALIA 1947.
 KF0979'
 KF0979'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND
 KF0979'187 WHICH IS ONE BLOCK NORTH OF THE FIRST NATIONAL BANK, GO EAST
 KF0979'ON STATE HIGHWAY 187 FOR 0.2 MILE TO WHERE STATE HIGHWAY 187
 KF0979'TURNS NORTH.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 187 FOR
 KF0979'0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON
 KF0979'STATE HIGHWAY 187 FOR 0.35 MILE TO CROSSROADS.  TURN LEFT AND
 KF0979'FOLLOW DIRT ROAD WEST FOR 0.15 MILE TO THE STATION ON THE LEFT
 KF0979'AS DESCRIBED.
 KF0979'
 KF0979'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 208 FEET WEST OF
 KF0979'A WINDSOCK, 105 FEET WEST OF A 6-INCH IRON PIPE PAINTED
 KF0979'ORANGE, 23 FEET NORTH OF THE CENTER OF ROAD, AND 1 FOOT SOUTH
 KF0979'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KF0979'CENTRALIA NO 2 1947.
 KF0979'
 KF0979'REFERENCE MARK NO. 3 IS WEST OF THE STATION, 42 FEET WEST OF A
 KF0979'POWER POLE, AND 24 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KF0979'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KF0979'CENTRALIA NO 3 1947.
 KF0979'
 KF0979'AZIMUTH MARK IS 0.35 MILE SOUTH-SOUTHEAST OF THE STATION, 32
 KF0979'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 187, 3 FEET
 KF0979'NORTH-NORTHEAST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A NEW
 KF0979'STEEL WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 KF0979'IS STAMPED CENTRALIA 1947.
 KF0979'
 KF0979'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF0979
 KF0979                          STATION RECOVERY (1963)
 KF0979
 KF0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0979'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF0979'FOUND IN GOOD CONDITION, EXCEPT THE REFERENCE MARKS WHICH HAD
 KF0979'BEEN DISPLACED BY ROAD GRADING.  REFERENCE MARKS NO. 4 AND
 KF0979'NO. 5 WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 KF0979'
 KF0979'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF SENECA AND 1 MILE
 KF0979'NORTH OF CENTRALIA ON THE SOUTH SIDE OF A SECTIONLINE ROAD IN
 KF0979'THE NE 1/4 SEC. 1, T 4 S., R. 11 E., 25 FEET SOUTH OF THE CENTER
 KF0979'OF NEW GRADED ROAD, 7 FEET EAST-NORTHEAST OF A POWER POLE, AND
 KF0979'1 FOOT EAST OF A STEEL WITNESS POST WITH SIGN.  THE MARK
 KF0979'PROJECTS 2 INCHES AND THE DISK IS STAMPED CENTRALIA 1947.
 KF0979'
 KF0979'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND
 KF0979'187 WHICH IS ONE BLOCK NORTH OF THE FIRST NATIONAL BANK IN
 KF0979'CENTRALIA, GO EAST ON STATE HIGHWAY 187 FOR 0.2 MILE TO WHERE
 KF0979'STATE HIGHWAY 187 TURNS NORTH.  TURN LEFT AND GO NORTH ON
 KF0979'STATE HIGHWAY 187 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KF0979'CONTINUE NORTH ON STATE HIGHWAY 187 FOR 0.35 MILE TO CROSSROADS.
 KF0979'TURN LEFT AND GO WEST ON A NEW GRADED ROAD FOR 0.15 MILE TO THE
 KF0979'STATION ON THE LEFT AS DESCRIBED.
 KF0979'
 KF0979'REFERENCE MARK NO. 4 IS 45.50 FEET NORTH OF THE STATION, 20
 KF0979'FEET NORTH OF THE CENTER OF GRADED ROAD, AND 1 FOOT WEST OF A
 KF0979'STEEL POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KF0979'CENTRALIA NO 4 1947.
 KF0979'
 KF0979'REFERENCE MARK NO. 5 IS WEST OF THE STATION 36.00 FEET, 28 FEET
 KF0979'SOUTH OF THE CENTER OF GRADED ROAD, 42 FEET WEST OF POWER POLE,
 KF0979'AND 1 FOOT EAST OF STEEL POST.  THE MARK PROJECTS 6 INCHES AND
 KF0979'THE DISK IS STAMPED CENTRALIA NO 5 1947.
 KF0979'
 KF0979'AZIMUTH MARK IS 0.35 MILE SOUTH-SOUTHEAST OF THE STATION, 32
 KF0979'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 187, 3 FEET
 KF0979'NORTH-NORTHEAST OF A TELEPHONE POLE, AND 1 FOOT SOUTH OF A NEW
 KF0979'STEEL WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 KF0979'IS STAMPED CENTRALIA 1947.
 KF0979'
 KF0979'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF0979
 KF0979                          STATION RECOVERY (2005)
 KF0979
 KF0979'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0979'STATION, RM4 AND RM5 RECOVERED.  THE AZIMUTH MARK WAS NOT SEARCHED
 KF0979'FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0977 ***********************************************************************
 KF0977  DESIGNATION -  CENTRALIA MUNICIPAL TANK
 KF0977  PID         -  KF0977
 KF0977  STATE/COUNTY-  KS/NEMAHA
 KF0977  USGS QUAD   -  CENTRALIA (1969)
 KF0977
 KF0977                         *CURRENT SURVEY CONTROL
 KF0977  ___________________________________________________________________
 KF0977* NAD 83(1997)-  39 43 43.10678(N)    096 07 42.79165(W)     ADJUSTED  
 KF0977* NAVD 88     -                                                        
 KF0977  ___________________________________________________________________
 KF0977  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 KF0977  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 KF0977
 KF0977  HORZ ORDER  -  THIRD
 KF0977
 KF0977.The horizontal coordinates were established by classical geodetic methods
 KF0977.and adjusted by the National Geodetic Survey in October 1998..
 KF0977
 KF0977
 KF0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0977
 KF0977.The geoid height was determined by GEOID03.
 KF0977
 KF0977;                    North         East     Units Scale Factor Converg.
 KF0977;SPC KS N     -   156,557.604   560,428.079   MT  0.99999158   +1 11 02.7
 KF0977;UTM  14      - 4,401,582.922   746,092.357   MT  1.00034566   +1 50 10.4
 KF0977
 KF0977                          SUPERSEDED SURVEY CONTROL
 KF0977
 KF0977  NAD 83(1997)-  39 43 43.10973(N)    096 07 42.79056(W) AD(       ) 4
 KF0977  NAD 83(1986)-  39 43 43.11298(N)    096 07 42.78807(W) AD(       ) 4
 KF0977  NAD 27      -  39 43 43.12100(N)    096 07 41.77900(W) AD(       ) 3
 KF0977
 KF0977.Superseded values are not recommended for survey control.
 KF0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0977.See file dsdata.txt to determine how the superseded data were derived.
 KF0977
 KF0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK4609201583(NAD 83)
 KF0977_MARKER: 53 = ELEVATED TANK
 KF0977
 KF0977  HISTORY     - Date     Condition        Report By
 KF0977  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF0977  HISTORY     - 20050624 GOOD             GEOCAC
 KF0977
 KF0977                          STATION DESCRIPTION
 KF0977
 KF0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0977'THE STATION IS THE WATER TANK OF THE CITY WATER SUPPLY.  IT IS
 KF0977'LOCATED ABOUT 0.5 MILE NORTH OF THE MAIN PART OF TOWN ON THE
 KF0977'TOP OF A SMALL RIDGE.  IT IS A FOUR LEGGED STEEL STRUCTURE
 KF0977'ABOUT 125 FEET HIGH.  THE ENTIRE STRUCTURE IS PAINTED ALUMINUM
 KF0977'WITH BLACK LETTERING CENTRALIA PAINTED ON THE NORTH AND SOUTH
 KF0977'SIDES.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE ROOF.
 KF0977'
 KF0977'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 KF0977
 KF0977                          STATION RECOVERY (2005)
 KF0977
 KF0977'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0977'THE TANK IS NOW PLAINTED BLUE WITH CENTRALIA IN BLACK LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0576 ***********************************************************************
 HF0576  DESIGNATION -  CESSNA
 HF0576  PID         -  HF0576
 HF0576  STATE/COUNTY-  KS/SEDGWICK
 HF0576  USGS QUAD   -  WICHITA WEST (1982)
 HF0576
 HF0576                         *CURRENT SURVEY CONTROL
 HF0576  ___________________________________________________________________
 HF0576* NAD 83(1997)-  37 38 45.79592(N)    097 23 54.51816(W)     ADJUSTED  
 HF0576* NAVD 88     -       406.022  (meters)    1332.09   (feet)  ADJUSTED  
 HF0576  ___________________________________________________________________
 HF0576  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HF0576  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0576  DYNAMIC HT  -         405.701 (meters)    1331.04  (feet)  COMP
 HF0576  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 HF0576
 HF0576  HORZ ORDER  -  SECOND
 HF0576  VERT ORDER  -  SECOND    CLASS 0
 HF0576
 HF0576.The horizontal coordinates were established by classical geodetic methods
 HF0576.and adjusted by the National Geodetic Survey in October 1998..
 HF0576
 HF0576.The orthometric height was determined by differential leveling
 HF0576.and adjusted by the National Geodetic Survey in June 1991..
 HF0576
 HF0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0576
 HF0576.The geoid height was determined by GEOID03.
 HF0576
 HF0576.The dynamic height is computed by dividing the NAVD 88
 HF0576.geopotential number by the normal gravity value computed on the
 HF0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0576.degrees latitude (g = 980.6199 gals.).
 HF0576
 HF0576.The modeled gravity was interpolated from observed gravity values.
 HF0576
 HF0576;                    North         East     Units Scale Factor Converg.
 HF0576;SPC KS S     -   509,271.102   497,205.198   MT  0.99994709   +0 40 36.9
 HF0576;UTM  14      - 4,167,751.446   641,287.248   MT  0.99984588   +0 58 42.0
 HF0576
 HF0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0576!SPC KS S     -   0.99994080  x   0.99994709  =   0.99988790
 HF0576!UTM  14      -   0.99994080  x   0.99984588  =   0.99978669
 HF0576
 HF0576|---------------------------------------------------------------------|
 HF0576| PID    Reference Object                     Distance      Geod. Az  |
 HF0576|                                                           dddmmss.s |
 HF0576| HF0577 CESSNA RM 1                           7.545 METERS 04848     |
 HF0576| HF1254 WICHITA CESSNA AIRCRAFT TANK        APPROX. 1.6 KM 2292353.3 |
 HF0576| HF0575 CESSNA RM 2                           6.394 METERS 23831     |
 HF0576| HF1256 WICHITA MUN APT CONTROL TWR         APPROX. 2.8 KM 2861259.2 |
 HF0576| HF1257 WICHITA NOAA RADAR WSR DOME         APPROX. 2.9 KM 2930251.5 |
 HF0576| HF1255 AIRPORT BCN WICHITA MUN APT         APPROX. 3.2 KM 3104129.3 |
 HF0576|---------------------------------------------------------------------|
 HF0576
 HF0576                          SUPERSEDED SURVEY CONTROL
 HF0576
 HF0576  NAD 83(1997)-  37 38 45.80311(N)    097 23 54.51403(W) AD(       ) 2
 HF0576  NAD 83(1986)-  37 38 45.80730(N)    097 23 54.51390(W) AD(       ) 2
 HF0576  NAD 27      -  37 38 45.75680(N)    097 23 53.34349(W) AD(       ) 2
 HF0576  NGVD 29 (??/??/92)  405.880  (m)         1331.62   (f) ADJ UNCH    2 0
 HF0576
 HF0576.Superseded values are not recommended for survey control.
 HF0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0576.See file dsdata.txt to determine how the superseded data were derived.
 HF0576
 HF0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4128767751(NAD 83)
 HF0576_MARKER: DE = TRAVERSE STATION DISK
 HF0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0576_STAMPING: CESSNA 1972
 HF0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0576+STABILITY: SURFACE MOTION
 HF0576
 HF0576  HISTORY     - Date     Condition        Report By
 HF0576  HISTORY     - 1972     MONUMENTED       NGS
 HF0576  HISTORY     - 1972     GOOD             NGS
 HF0576  HISTORY     - 1978     GOOD             NGS
 HF0576
 HF0576                          STATION DESCRIPTION
 HF0576
 HF0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0576'THE STATION IS ABOUT 3-1/2 MILES WEST AND 3 MILES SOUTH OF WICHITA,
 HF0576'IN THE CENTER MEDIAN AT EXIT NUMBER 5 WHICH IS THE INTERCHANGE FOR
 HF0576'INTERSTATE HIGHWAY 235 AND STATE HIGHWAYS 2 AND 42.  IT IS ON
 HF0576'HIGHWAY RIGHT-OF-WAY AND IN SEC. 2, R. 1 W., T. 28 S.
 HF0576'
 HF0576'STATION MARKS ARE STANDARD DISKS, STAMPED CESSNA 1972.  SURFACE DISK
 HF0576'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN
 HF0576'DIAMETER, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 48.0 FEET
 HF0576'NORTHEAST OF THE CENTER OF THE SOUTHBOUND LANE FOR INTERSTATE
 HF0576'HIGHWAY 235, 44.0 FEET SOUTHWEST OF THE NORTHBOUND LANE FOR HIGHWAY
 HF0576'235 AND 2.3 FEET NORTHWEST OF A GUARD RAIL.  THE UNDERGROUND MARK
 HF0576'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 HF0576'SURFACE.
 HF0576'
 HF0576'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CESSNA NO 1 1972,
 HF0576'CEMENTED IN A DRILL HOLE IN THE SOUTH CORNER OF A CONCRETE BRIDGE
 HF0576'FOR THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 235.  IT IS 20.0 FEET
 HF0576'SOUTHWEST OF THE CENTER OF THE NORTHBOUND LANE.
 HF0576'
 HF0576'REFERENCE MARK 2, IS A STANDARD DISK, STAMPED CESSNA NO 2 1972,
 HF0576'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 HF0576'BRIDGE FOR THE SOUTHBOUND LANE OF INTERSTATE HIGHWAY 235.  IT IS
 HF0576'25.0 FEET NORTHEAST OF THE SOUTHBOUND LANE.
 HF0576'
 HF0576'NEAREST TOWN--WICHITA.
 HF0576'
 HF0576'HEIGHT OF LIGHT ABOVE STATION MARK 1.57 METERS.
 HF0576
 HF0576                          STATION RECOVERY (1972)
 HF0576
 HF0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0576'1.9 MI S FROM WICHITA.
 HF0576'ABOUT 1.90 MILES SOUTH ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0576'OVERPASS FOR U.S. HIGHWAY 54 AT THE WEST SIDE OF WICHITA, IT IS
 HF0576'48.0 FEET NORTHEAST OF THE CENTER OF THE SOUTH BOUND LANE OF
 HF0576'INTERSTATE 235, 44.0 FEET SOUTHWEST OF THE NORTH BOUND LANE OF
 HF0576'THE INTERSTATE, 24.76 FEET SOUTHWEST OF RM 1, 20.98 FEET
 HF0576'EAST-NORTHEAST OF RM 2, 2.3 FEET NORTHWEST OF A GUARD RAIL AND
 HF0576'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION
 HF0576'2, T 28 S, R 1 W.
 HF0576
 HF0576                          STATION RECOVERY (1978)
 HF0576
 HF0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 HF0576'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 HF0576'DESCRIBED IN GOOD CONDITION.
 HF0576'
 HF0576'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MI. WEST AND 3
 HF0576'MI. SOUTH OF WICHITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0577 ***********************************************************************
 HF0577  DESIGNATION -  CESSNA RM 1
 HF0577  PID         -  HF0577
 HF0577  STATE/COUNTY-  KS/SEDGWICK
 HF0577  USGS QUAD   -  WICHITA WEST (1982)
 HF0577
 HF0577                         *CURRENT SURVEY CONTROL
 HF0577  ___________________________________________________________________
 HF0577* NAD 83(1986)-  37 38 45.     (N)    097 23 54.     (W)     SCALED    
 HF0577* NAVD 88     -       406.288  (meters)    1332.96   (feet)  ADJUSTED  
 HF0577  ___________________________________________________________________
 HF0577  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0577  DYNAMIC HT  -         405.967 (meters)    1331.91  (feet)  COMP
 HF0577  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 HF0577
 HF0577  VERT ORDER  -  SECOND    CLASS 0
 HF0577
 HF0577.The horizontal coordinates were scaled from a topographic map and have
 HF0577.an estimated accuracy of +/- 6 seconds.
 HF0577
 HF0577.The orthometric height was determined by differential leveling
 HF0577.and adjusted by the National Geodetic Survey in June 1991..
 HF0577
 HF0577.The geoid height was determined by GEOID03.
 HF0577
 HF0577.The dynamic height is computed by dividing the NAVD 88
 HF0577.geopotential number by the normal gravity value computed on the
 HF0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0577.degrees latitude (g = 980.6199 gals.).
 HF0577
 HF0577.The modeled gravity was interpolated from observed gravity values.
 HF0577
 HF0577;                    North         East    Units  Estimated Accuracy
 HF0577;SPC KS S     -   509,250.      497,220.      MT  (+/- 180 meters Scaled)
 HF0577
 HF0577                          SUPERSEDED SURVEY CONTROL
 HF0577
 HF0577  NGVD 29 (??/??/92)  406.145  (m)         1332.49   (f) ADJ UNCH    2 0
 HF0577
 HF0577.Superseded values are not recommended for survey control.
 HF0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0577.See file dsdata.txt to determine how the superseded data were derived.
 HF0577
 HF0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG413677(NAD 83)
 HF0577_MARKER: DR = REFERENCE MARK DISK
 HF0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0577_SP_SET: BRIDGE
 HF0577_STAMPING: CESSNA NO 1 1972
 HF0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0577
 HF0577  HISTORY     - Date     Condition        Report By
 HF0577  HISTORY     - 1972     MONUMENTED       NGS
 HF0577
 HF0577                          STATION DESCRIPTION
 HF0577
 HF0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0577'1.9 MI S FROM WICHITA.
 HF0577'ABOUT 1.90 MILES SOUTH ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0577'OVERPASS FOR U.S. HIGHWAY 54 AT THE WEST SIDE OF WICHITA,
 HF0577'CEMENTED IN A DRILL HOLE IN THE SOUTH CORNER OF A CONCRETE
 HF0577'BRIDGE FOR THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 235, 24.76
 HF0577'FEET NORTHEAST OF THE STATION, 20.0 FEET SOUTHWEST OF THE CENTER
 HF0577'OF THE NORTH BOUND LANE.  SECTION 2, T 28 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0575 ***********************************************************************
 HF0575  DESIGNATION -  CESSNA RM 2
 HF0575  PID         -  HF0575
 HF0575  STATE/COUNTY-  KS/SEDGWICK
 HF0575  USGS QUAD   -  WICHITA WEST (1982)
 HF0575
 HF0575                         *CURRENT SURVEY CONTROL
 HF0575  ___________________________________________________________________
 HF0575* NAD 83(1986)-  37 38 45.     (N)    097 23 54.     (W)     SCALED    
 HF0575* NAVD 88     -       406.140  (meters)    1332.48   (feet)  ADJUSTED  
 HF0575  ___________________________________________________________________
 HF0575  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0575  DYNAMIC HT  -         405.820 (meters)    1331.43  (feet)  COMP
 HF0575  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 HF0575
 HF0575  VERT ORDER  -  SECOND    CLASS 0
 HF0575
 HF0575.The horizontal coordinates were scaled from a topographic map and have
 HF0575.an estimated accuracy of +/- 6 seconds.
 HF0575
 HF0575.The orthometric height was determined by differential leveling
 HF0575.and adjusted by the National Geodetic Survey in June 1991..
 HF0575
 HF0575.The geoid height was determined by GEOID03.
 HF0575
 HF0575.The dynamic height is computed by dividing the NAVD 88
 HF0575.geopotential number by the normal gravity value computed on the
 HF0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0575.degrees latitude (g = 980.6199 gals.).
 HF0575
 HF0575.The modeled gravity was interpolated from observed gravity values.
 HF0575
 HF0575;                    North         East    Units  Estimated Accuracy
 HF0575;SPC KS S     -   509,250.      497,220.      MT  (+/- 180 meters Scaled)
 HF0575
 HF0575                          SUPERSEDED SURVEY CONTROL
 HF0575
 HF0575  NGVD 29 (??/??/92)  405.998  (m)         1332.01   (f) ADJ UNCH    2 0
 HF0575
 HF0575.Superseded values are not recommended for survey control.
 HF0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0575.See file dsdata.txt to determine how the superseded data were derived.
 HF0575
 HF0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG413677(NAD 83)
 HF0575_MARKER: DR = REFERENCE MARK DISK
 HF0575_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0575_SP_SET: BRIDGE
 HF0575_STAMPING: CESSNA NO 2 1972
 HF0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0575
 HF0575  HISTORY     - Date     Condition        Report By
 HF0575  HISTORY     - 1972     MONUMENTED       NGS
 HF0575
 HF0575                          STATION DESCRIPTION
 HF0575
 HF0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0575'1.9 MI S FROM WICHITA.
 HF0575'ABOUT 1.90 MILES SOUTH ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0575'OVERPASS FOR U.S. HIGHWAY 54 AT THE WEST SIDE OF WICHITA,
 HF0575'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 HF0575'BRIDGE FOR THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 235, 25.0
 HF0575'FEET NORTHEAST OF THE SOUTH BOUND LANE, 20.98 FEET WEST-SOUTHWEST
 HF0575'OF THE STATION, AND ABOUT LEVEL WITH THE SOUTH BOUND LANE.
 HF0575'SECTION 2, T 28 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1486 ***********************************************************************
 HF1486  DESIGNATION -  CESSNAPORT
 HF1486  PID         -  HF1486
 HF1486  STATE/COUNTY-  KS/SEDGWICK
 HF1486  USGS QUAD   -  WICHITA EAST (1982)
 HF1486
 HF1486                         *CURRENT SURVEY CONTROL
 HF1486  ___________________________________________________________________
 HF1486* NAD 83(1997)-  37 38 51.01267(N)    097 15 01.18467(W)     ADJUSTED  
 HF1486* NAVD 88     -       418.9    (meters)    1374.     (feet)  VERTCON   
 HF1486  ___________________________________________________________________
 HF1486  X           -    -638,183.023 (meters)                     COMP
 HF1486  Y           -  -5,016,298.299 (meters)                     COMP
 HF1486  Z           -   3,874,777.669 (meters)                     COMP
 HF1486  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HF1486  ELLIP HEIGHT-         390.11  (meters)          (10/02/98) GPS OBS
 HF1486  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF1486
 HF1486  HORZ ORDER  -  THIRD
 HF1486  ELLP ORDER  -  FOURTH    CLASS I
 HF1486
 HF1486.This mark is at Cessna Aircraft Fld Airport (CEA)
 HF1486
 HF1486.The horizontal coordinates were established by GPS observations
 HF1486.and adjusted by the National Geodetic Survey in October 1998..
 HF1486
 HF1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1486
 HF1486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF1486
 HF1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1486
 HF1486.The ellipsoidal height was determined by GPS observations
 HF1486.and is referenced to NAD 83.
 HF1486
 HF1486.The geoid height was determined by GEOID03.
 HF1486
 HF1486;                    North         East     Units Scale Factor Converg.
 HF1486;SPC KS S     -   509,596.757   510,275.822   MT  0.99994697   +0 46 04.6
 HF1486;UTM  14      - 4,168,145.774   654,354.964   MT  0.99989347   +1 04 08.1
 HF1486
 HF1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1486!SPC KS S     -   0.99993879  x   0.99994697  =   0.99988576
 HF1486!UTM  14      -   0.99993879  x   0.99989347  =   0.99983226
 HF1486
 HF1486                          SUPERSEDED SURVEY CONTROL
 HF1486
 HF1486  NAD 83(1997)-  37 38 51.01083(N)    097 15 01.16769(W) AD(       ) 3
 HF1486  NAD 83(1986)-  37 38 51.01635(N)    097 15 01.16770(W) AD(       ) 3
 HF1486  NGVD 29 (02/23/90)  418.8    (m)         1374.     (f) GPS OBS        
 HF1486
 HF1486.Superseded values are not recommended for survey control.
 HF1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1486.See file dsdata.txt to determine how the superseded data were derived.
 HF1486
 HF1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5435568146(NAD 83)
 HF1486_MARKER: I = METAL ROD
 HF1486_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HF1486_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HF1486_STAMPING: CESSNAPORT 1989
 HF1486_MARK LOGO: NGS   
 HF1486_PROJECTION: FLUSH
 HF1486_MAGNETIC: I = MARKER IS A STEEL ROD
 HF1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1486+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HF1486_ROD/PIPE-DEPTH: 7.30 meters
 HF1486_SLEEVE-DEPTH  : 01.0 meters
 HF1486
 HF1486  HISTORY     - Date     Condition        Report By
 HF1486  HISTORY     - 1989     MONUMENTED       NGS
 HF1486
 HF1486                          STATION DESCRIPTION
 HF1486
 HF1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HF1486'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF WICHITA, AT THE
 HF1486'CESSNA AIRCRAFT AIRPORT, IN THE NORTHEAST CORNER OF THE 2ND GRASS
 HF1486'STRIP, BETWEEN RUNWAY 17L-35R AND THE PARALLEL TAXIWAY, NORTH FROM THE
 HF1486'SOUTH END OF THE RUNWAY.  OWNERSHIP--CESSNA AIRCRAFT COMPANY, C/O
 HF1486'AIRPORT MANAGER DENNIS BRYAN, P.O. BOX 7704, WICHITA KS 67277.  PHONE
 HF1486'(316)946-7481.
 HF1486'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 135, U.S.
 HF1486'HIGHWAYS 54, 81 AND STATE HIGHWAY 96 (EXIT 6A, KELLOGG AVENUE) IN
 HF1486'WICHITA, GO EAST FOR 6.0 KM (3.75 MI) ON HIGHWAYS 54 AND 96 (KELLOGG
 HF1486'AVENUE) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.7 KM (1.70 MI)
 HF1486'ON ROCK ROAD TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.4 KM
 HF1486'(0.25 MI) ON PAWNEE ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH
 HF1486'FOR 0.5 KM (0.30 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE AND THE
 HF1486'AIRPORT OFFICE ON THE RIGHT.  CONTINUE SOUTH FOR 0.1 KM (0.05 MI) ON
 HF1486'AN APRON, PASSING BETWEEN TWO HANGARS, TO THE SOUTH END OF THE HANGAR
 HF1486'ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI) ACROSS THE
 HF1486'APRON TO A PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTH FOR 0.2 KM
 HF1486'(0.10 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE RIGHT, JUST
 HF1486'PAST A CONNECTING TAXIWAY RIGHT.
 HF1486'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HF1486'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 7.3 METERS IN A GREASE
 HF1486'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HF1486'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HF1486'17.4 M (57.1 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 7.3 M
 HF1486'(24.0 FT) EAST-SOUTHEAST FROM THE SOUTH END OF A WHITE CAUTION SIGN,
 HF1486'6.9 M (22.6 FT) SOUTH FROM THE SOUTH CURVING EDGE OF A CONNECTING
 HF1486'TAXIWAY AND 3.3 M (10.8 FT) WEST FROM THE WEST EDGE OF THE PARALLEL
 HF1486'TAXIWAY.
 HF1486'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 HF1486'NOTE-THE AIRPORT OFFICE IS ABANDONED, THE MANAGER IS AT THE MAIN
 HF1486'CESSNA AIRCRAFT FACTORY ON THE WEST SIDE OF WICHITA.
 HF1486'NOTE-AIRPORT SECURITY MUST BE CALLED AT TIME OF SURVEY, THE PHONE
 HF1486'NUMBER IS (316) 688-4002.
 HF1486'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1487 ***********************************************************************
 HF1487  FBN         -  This is a Federal Base Network Control Station.
 HF1487  PACS        -  This is a Primary Airport Control Station.
 HF1487  DESIGNATION -  CESSNAPORT AZ MK
 HF1487  PID         -  HF1487
 HF1487  STATE/COUNTY-  KS/SEDGWICK
 HF1487  USGS QUAD   -  WICHITA EAST (1982)
 HF1487
 HF1487                         *CURRENT SURVEY CONTROL
 HF1487  ___________________________________________________________________
 HF1487* NAD 83(1997)-  37 38 37.01054(N)    097 15 01.27612(W)     ADJUSTED  
 HF1487* NAVD 88     -       418.36   (meters)    1372.6    (feet)  GPS OBS   
 HF1487  ___________________________________________________________________
 HF1487  X           -    -638,218.472 (meters)                     COMP
 HF1487  Y           -  -5,016,559.174 (meters)                     COMP
 HF1487  Z           -   3,874,435.508 (meters)                     COMP
 HF1487  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 HF1487  ELLIP HEIGHT-         389.58  (meters)          (08/12/03) GPS OBS
 HF1487  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF1487
 HF1487  HORZ ORDER  -  B
 HF1487  ELLP ORDER  -  FOURTH    CLASS I
 HF1487
 HF1487.This mark is at Cessna Aircraft Fld Airport (CEA)
 HF1487
 HF1487.The horizontal coordinates were established by GPS observations
 HF1487.and adjusted by the National Geodetic Survey in December 1997..
 HF1487
 HF1487.The orthometric height was determined by GPS observations and a
 HF1487.high-resolution geoid model.
 HF1487
 HF1487.GPS derived orthometric heights for airport stations designated as
 HF1487.PACS or SACS are published to 2 decimal places.  This maintains
 HF1487.centimeter relative accuracy between the PACS and SACS.  It does
 HF1487.not indicate centimeter accuracy relative to other marks which are
 HF1487.part of the NAVD 88 network.
 HF1487
 HF1487.Photographs are available for this station.
 HF1487
 HF1487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF1487
 HF1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1487
 HF1487.The ellipsoidal height was determined by GPS observations
 HF1487.and is referenced to NAD 83.
 HF1487
 HF1487.The geoid height was determined by GEOID03.
 HF1487
 HF1487;                    North         East     Units Scale Factor Converg.
 HF1487;SPC KS S     -   509,165.096   510,279.366   MT  0.99994729   +0 46 04.6
 HF1487;UTM  14      - 4,167,714.161   654,360.774   MT  0.99989349   +1 04 07.7
 HF1487
 HF1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1487!SPC KS S     -   0.99993887  x   0.99994729  =   0.99988616
 HF1487!UTM  14      -   0.99993887  x   0.99989349  =   0.99983237
 HF1487
 HF1487                          SUPERSEDED SURVEY CONTROL
 HF1487
 HF1487  ELLIP H (12/22/97)  389.62   (m)                       GP(       ) 4 1
 HF1487  NAD 83(1997)-  37 38 37.00756(N)    097 15 01.25743(W) AD(       ) 3
 HF1487  NAD 83(1986)-  37 38 37.01341(N)    097 15 01.25728(W) AD(       ) 3
 HF1487  NGVD 29 (02/23/90)  418.4    (m)         1373.     (f) GPS OBS        
 HF1487
 HF1487.Superseded values are not recommended for survey control.
 HF1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1487.See file dsdata.txt to determine how the superseded data were derived.
 HF1487
 HF1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5436167714(NAD 83)
 HF1487_MARKER: I = METAL ROD
 HF1487_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HF1487_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HF1487_STAMPING: CESSNAPORT AZ MK 1989
 HF1487_MARK LOGO: NGS   
 HF1487_PROJECTION: FLUSH
 HF1487_MAGNETIC: I = MARKER IS A STEEL ROD
 HF1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1487+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2002
 HF1487_ROD/PIPE-DEPTH: 4.5  meters
 HF1487_SLEEVE-DEPTH  : 1.0 meters
 HF1487
 HF1487  HISTORY     - Date     Condition        Report By
 HF1487  HISTORY     - 1989     MONUMENTED       NGS
 HF1487  HISTORY     - 19970304 GOOD             NGS
 HF1487  HISTORY     - 20010424 GOOD             MSAM
 HF1487  HISTORY     - 20020722 GOOD             NGS
 HF1487
 HF1487                          STATION DESCRIPTION
 HF1487
 HF1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HF1487'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF WICHITA, AT THE
 HF1487'CESSNA AIRCRAFT AIRPORT, IN THE SOUTHEAST CORNER OF THE SOUTHERNMOST
 HF1487'GRASS STRIP BETWEEN RUNWAY 17L-35R AND THE PARALLEL TAXIWAY.
 HF1487'OWNERSHIP--CESSNA AIRCRAFT COMPANY, C/O AIRPORT MANAGER DENNIS BRYAN,
 HF1487'P.O. BOX 7704, WICHITA KS 67277.  PHONE (316)946-7481.
 HF1487'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 135, U.S.
 HF1487'HIGHWAYS 54, 81 AND STATE HIGHWAY 96 (EXIT 6A, KELLOGG AVENUE) IN
 HF1487'WICHITA, GO EAST FOR 6.0 KM (3.75 MI) ON HIGHWAYS 54 AND 96 (KELLOGG
 HF1487'AVENUE) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.7 KM (1.70 MI)
 HF1487'ON ROCK ROAD TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.4 KM
 HF1487'(0.25 MI) ON PAWNEE ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH
 HF1487'FOR 0.5 KM (0.30 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE AND THE
 HF1487'AIRPORT OFFICE ON THE RIGHT.  CONTINUE SOUTH FOR 0.1 KM (0.05 MI)
 HF1487'ACROSS THE APRON, PASSING BETWEEN TWO HANGARS, TO THE SOUTH END OF THE
 HF1487'HANGAR ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI)
 HF1487'ACROSS THE APRON TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTH FOR
 HF1487'0.6 KM (0.35 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE RIGHT,
 HF1487'JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 HF1487'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HF1487'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.5 METERS IN A GREASE
 HF1487'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HF1487'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HF1487'15.8 M (51.8 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 7.7 M
 HF1487'(25.3 FT) NORTH FROM THE CURVING NORTH EDGE OF A CONNECTING TAXIWAY
 HF1487'AND 5.1 M (16.7 FT) WEST FROM THE WEST EDGE OF THE PARALLEL TAXIWAY.
 HF1487'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 HF1487'NOTE- THE AIRPORT OFFICE IS ABANDONED, THE AIRPORT MANAGER IS AT THE
 HF1487'MAIN CESSNA AIRCRAFT FACTORY ON THE WEST SIDE OF WICHITA.
 HF1487'NOTE-AIRPORT SECURITY MUST BE NOTIFIED AT TIME OF SURVEY, THE PHONE
 HF1487'NUMBER IS (316)688-4002.
 HF1487'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HF1487
 HF1487                          STATION RECOVERY (1997)
 HF1487
 HF1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HF1487'THE STATION IS LOCATED NEAR THE SOUTHEAST SECTION OF WICHITA, AT THE
 HF1487'CESSNA AIRCRAFT FIELD, NEAR THE SOUTHEAST ROUNDED CORNER OF THE LAST
 HF1487'GRASS MEDIAN NEAR RUNWAY END 35R, BETWEEN THE RUNWAY AND THE MAIN
 HF1487'TAXI.  OWNERSHIP--CESSNA AIRCRAFT COMPANY, C/O AIRPORT MANAGER DENNIS
 HF1487'BRYAN, PO BOX 7704, WICHITA KS 67277, PHONE 316-946-7481.  TO REACH
 HF1487'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 (KANSAS
 HF1487'TURNPIKE) AND U.S. HIGHWAYS 54 AND 400 (KELLOGG STREET), EXIT 50, ON
 HF1487'THE EAST SIDE OF WICHITA, GO WEST FOR 4.8 KM (3.00 MI) ON KELLOGG
 HF1487'STREET TO THE INTERSECTION OF ROCK ROAD.  TURN LEFT, SOUTH FOR 2.7 KM
 HF1487'(1.65 MI) ON ROCK ROAD TO THE JUNCTION OF PAWNEE ROAD ON THE RIGHT.
 HF1487'TURN RIGHT, WEST FOR 0.4 KM (0.25 MI) ON PAWNEE ROAD TO THE AIRPORT
 HF1487'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTHERLY FOR 0.8 KM (0.50 MI)
 HF1487'ON THE ENTRANCE ROAD AND ACROSS APRON TO THE AIRPORT OFFICE ON THE
 HF1487'LEFT.  CONTINUE SOUTHERLY FOR 0.08 KM (0.05 MI) ACROSS APRON TO A
 HF1487'TAXI/RAMP.  TURN RIGHT, WEST FOR 0.16 KM (0.10 MI) ALONG THE TAXI/RAMP
 HF1487'TO THE MAIN TAXI.  TURN LEFT, SOUTH FOR 0.48 KM (0.30 MI) ALONG THE
 HF1487'MAIN TAXI TO THE STATION ON THE RIGHT, JUST BEFORE THE LAST TAXI/RAMP.
 HF1487'STATION IS 21.7 M (71.2 FT) EAST OF THE CNETER OF RUNWAY, 18.1 M (59.4
 HF1487'FT) SOUTH-SOUTHEAST OF THE EASTERNMOST 1 OF 3 RUNWAY END IDENTIFIER
 HF1487'REFLECTORS, 10.2 M (33.5 FT) WEST OF THE CENTER OF MAIN TAXI, 5.4 M
 HF1487'(17.7 FT) NORTHWEST OF THE NORTHWEST CURVED EDGE OF TAXI/RAMP, LEVEL
 HF1487'WITH THE RUNWAY AND TAXI AND RECESSED 3 CM BELOW GROUND.  THE DATUM
 HF1487'POINT IS THE TOP CENTER OF A STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF
 HF1487'4.5 M (14.8 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED
 HF1487'IN A 5-INCH PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  ACCESS
 HF1487'TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.  NOTE--THIS STATION
 HF1487'IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 HF1487
 HF1487                          STATION RECOVERY (2001)
 HF1487
 HF1487'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 HF1487'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM (KCH)
 HF1487'RECOVERED AS DESCRIBED. EXCEPT CHANGE ON SITE CONTACT TO MR. HOMER
 HF1487'BELK, 316-831-3431
 HF1487' 
 HF1487'
 HF1487
 HF1487                          STATION RECOVERY (2002)
 HF1487
 HF1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 HF1487'RECOVERED AS DESCRIBED. NOTE--ON SITE CONTACT IS MR. TOM ALDAG, PHONE
 HF1487'316-831-2156.  THE
 HF1487'STATION IS A PRIMARY AIRPORT CONTROL STATION.
 HF1487'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0665 ***********************************************************************
 HE0665  DESIGNATION -  CFV A
 HE0665  PID         -  HE0665
 HE0665  STATE/COUNTY-  KS/MONTGOMERY
 HE0665  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0665
 HE0665                         *CURRENT SURVEY CONTROL
 HE0665  ___________________________________________________________________
 HE0665* NAD 83(1997)-  37 05 20.16260(N)    095 34 32.92398(W)     ADJUSTED  
 HE0665* NAVD 88     -       225.096  (meters)     738.50   (feet)  ADJUSTED  
 HE0665  ___________________________________________________________________
 HE0665  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 HE0665  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HE0665  DYNAMIC HT  -         224.919 (meters)     737.92  (feet)  COMP
 HE0665  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 HE0665
 HE0665  HORZ ORDER  -  THIRD
 HE0665  VERT ORDER  -  THIRD
 HE0665
 HE0665.This mark is at Coffeyville Municipal Airport (CFV)
 HE0665
 HE0665.The horizontal coordinates were established by classical geodetic methods
 HE0665.and adjusted by the National Geodetic Survey in October 1998..
 HE0665
 HE0665.The orthometric height was determined by differential leveling
 HE0665.and adjusted by the National Geodetic Survey in June 1991..
 HE0665
 HE0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0665
 HE0665.The geoid height was determined by GEOID03.
 HE0665
 HE0665.The dynamic height is computed by dividing the NAVD 88
 HE0665.geopotential number by the normal gravity value computed on the
 HE0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0665.degrees latitude (g = 980.6199 gals.).
 HE0665
 HE0665.The modeled gravity was interpolated from observed gravity values.
 HE0665
 HE0665;                    North         East     Units Scale Factor Converg.
 HE0665;SPC KS S     -   450,942.845   659,951.080   MT  1.00003969   +1 47 49.2
 HE0665;UTM  15      - 4,107,842.794   271,060.340   MT  1.00024572   -1 33 14.5
 HE0665
 HE0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0665!SPC KS S     -   0.99996935  x   1.00003969  =   1.00000904
 HE0665!UTM  15      -   0.99996935  x   1.00024572  =   1.00021506
 HE0665
 HE0665:                Primary Azimuth Mark                     Grid Az
 HE0665:SPC KS S     -  COFFEYVILLE SINCLAIR REF T STK           224 40 27.0
 HE0665:UTM  15      -  COFFEYVILLE SINCLAIR REF T STK           228 01 30.7
 HE0665
 HE0665|---------------------------------------------------------------------|
 HE0665| PID    Reference Object                     Distance      Geod. Az  |
 HE0665|                                                           dddmmss.s |
 HE0665| HE0835 COFFEYVILLE SINCLAIR REF T STK      APPROX. 6.8 KM 2262816.2 |
 HE0665|---------------------------------------------------------------------|
 HE0665
 HE0665                          SUPERSEDED SURVEY CONTROL
 HE0665
 HE0665  NAD 83(1997)-  37 05 20.16582(N)    095 34 32.92380(W) AD(       ) 3
 HE0665  NAD 83(1986)-  37 05 20.17788(N)    095 34 32.90670(W) AD(       ) 3
 HE0665  NAD 27      -  37 05 19.90386(N)    095 34 31.99331(W) AD(       ) 3
 HE0665  NGVD 29 (12/08/88)  224.96   (m)          738.1    (f) LEVELING    3  
 HE0665
 HE0665.Superseded values are not recommended for survey control.
 HE0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0665.See file dsdata.txt to determine how the superseded data were derived.
 HE0665
 HE0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7106007843(NAD 83)
 HE0665_MARKER: DD = SURVEY DISK
 HE0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0665_SP_SET: CONCRETE POST
 HE0665_STAMPING: CFV A 1987
 HE0665_MARK LOGO: NOSAMC
 HE0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0665+STABILITY: SURFACE MOTION
 HE0665
 HE0665  HISTORY     - Date     Condition        Report By
 HE0665  HISTORY     - 1987     MONUMENTED       NOS
 HE0665  HISTORY     - 1987     GOOD             NOS
 HE0665
 HE0665                          STATION DESCRIPTION
 HE0665
 HE0665'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HE0665'THE STATION IS LOCATED AT THE SOUTH END OF COFFEYVILLE MUNICIPAL
 HE0665'AIRPORT NEAR RUNWAY ENDS 4 AND 35.
 HE0665'
 HE0665'TO REACH STATION PROCEED TO COFFEYVILLE MUNICIPAL AIRPORT, OBTAIN
 HE0665'PERMISSION TO BE ON FIELD FROM AIRPORT MANAGER.  THE STATION IS
 HE0665'68.32 FT E OF AN ABANDONED CONCRETE RAMP, 150.45 FT S OF CENTER
 HE0665'CONCRETE DRAIN, 311.45 FT WNW OF CENTER OF SOUTHERLY VASI BOX, AND
 HE0665'356.52 FT W OF W EDGE OF RUNWAY.
 HE0665'
 HE0665'STATION IS A STANDARD NOS DISK STAMPER---CFV A 1987---, SET IN A
 HE0665'CONCRETE MONUMENT 0.04 M (0.15 FT) BENEATH GROUND LEVEL.
 HE0665'
 HE0665'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HE0665'
 HE0665'DESCRIBED BY RAH.
 HE0665
 HE0665                          STATION RECOVERY (1987)
 HE0665
 HE0665'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HE0665'7.2 KM (4.50 MI) NORTH FROM COFFEYVILLE.
 HE0665'THE STATION IS LOCATED NEAR THE JUNCTION OF RUNWAYS 4 AND 35 AT THE
 HE0665'HAROLD MCGUGIN AIRPORT NORTH OF COFFEYVILLE KANSAS.  OBTAIN
 HE0665'PERMISSION FROM THE AIRPORT MANAGER TO ENTER THE AIRPORT PROPER.  THE
 HE0665'STATION IS LOCATED 68.32 FEET EAST FROM AN ABANDONED CONCRETE RAMP,
 HE0665'AND 356.5 FEET WEST OF THE WEST EDGE OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1204 ***********************************************************************
 HF1204  DESIGNATION -  CHACE
 HF1204  PID         -  HF1204
 HF1204  STATE/COUNTY-  KS/BUTLER
 HF1204  USGS QUAD   -  SANTA FE LAKE (1983)
 HF1204
 HF1204                         *CURRENT SURVEY CONTROL
 HF1204  ___________________________________________________________________
 HF1204* NAD 83(1997)-  37 41 38.16594(N)    097 04 26.12324(W)     ADJUSTED  
 HF1204* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 HF1204  ___________________________________________________________________
 HF1204  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 HF1204  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 HF1204
 HF1204  HORZ ORDER  -  FIRST
 HF1204
 HF1204.The horizontal coordinates were established by classical geodetic methods
 HF1204.and adjusted by the National Geodetic Survey in October 1998..
 HF1204
 HF1204.The orthometric height was scaled from a topographic map.
 HF1204
 HF1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1204
 HF1204.The geoid height was determined by GEOID03.
 HF1204
 HF1204;                    North         East     Units Scale Factor Converg.
 HF1204;SPC KS S     -   514,972.684   525,762.613   MT  0.99994350   +0 52 34.9
 HF1204;UTM  14      - 4,173,602.940   669,812.945   MT  0.99995519   +1 10 40.7
 HF1204
 HF1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1204!SPC KS S     -   0.99993972  x   0.99994350  =   0.99988322
 HF1204!UTM  14      -   0.99993972  x   0.99995519  =   0.99989491
 HF1204
 HF1204:                Primary Azimuth Mark                     Grid Az
 HF1204:SPC KS S     -  AMARILLO KANSAS CITY AWY BN 32           027 59 07.9
 HF1204:UTM  14      -  AMARILLO KANSAS CITY AWY BN 32           027 41 02.1
 HF1204
 HF1204|---------------------------------------------------------------------|
 HF1204| PID    Reference Object                     Distance      Geod. Az  |
 HF1204|                                                           dddmmss.s |
 HF1204| HF1196 AMARILLO KANSAS CITY AWY BN 32      APPROX.25.8 KM 0285142.8 |
 HF1204| CL4456 CHACE RM 3 AZIMUTH                                 0811417.3 |
 HF1204| CL4457 CHACE RM 4                            8.337 METERS 08114     |
 HF1204| CL4453 CHACE AZ MK                                        0922603.0 |
 HF1204| CL4454 CHACE RM 1                           39.038 METERS 17558     |
 HF1204| CL4455 CHACE RM 2                           30.849 METERS 25644     |
 HF1204| HF1203 AMARILLO KANSAS CITY AWY BN 31      APPROX.11.3 KM 3565739.6 |
 HF1204|---------------------------------------------------------------------|
 HF1204
 HF1204                          SUPERSEDED SURVEY CONTROL
 HF1204
 HF1204  NAD 83(1997)-  37 41 38.17358(N)    097 04 26.11511(W) AD(       ) 1
 HF1204  NAD 83(1986)-  37 41 38.17991(N)    097 04 26.11598(W) AD(       ) 1
 HF1204  NAD 27      -  37 41 38.11908(N)    097 04 24.97472(W) AD(       ) 1
 HF1204
 HF1204.Superseded values are not recommended for survey control.
 HF1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1204.See file dsdata.txt to determine how the superseded data were derived.
 HF1204
 HF1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6981373603(NAD 83)
 HF1204_MARKER: DS = TRIANGULATION STATION DISK
 HF1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1204+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 HF1204
 HF1204  HISTORY     - Date     Condition        Report By
 HF1204  HISTORY     - 1940     MONUMENTED       CGS
 HF1204  HISTORY     - 1972     GOOD             NGS
 HF1204  HISTORY     - 1986     GOOD             RBNF
 HF1204  HISTORY     - 20050503 GOOD             INDIV
 HF1204
 HF1204                          STATION DESCRIPTION
 HF1204
 HF1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1204'STATION IS LOCATED ABOUT 5.5 MILES W OF AUGUSTA AND 3.75 MILES
 HF1204'SE OF ANDOVER, IN THE NW 1/4 OF SECTION 23, T 27 S, R 3 E,
 HF1204'IN THE FARMYARD OF MR. CHACE.  STATION MARK IS STAMPED CHACE 1940
 HF1204'AND PROJECTS 4 INCHES.  IT IS 1 FOOT E OF A FENCE, 50 FEET S
 HF1204'OF THE CENTER OF A ROAD, 60 FEET W OF THE CENTER OF THE FARM
 HF1204'DRIVEWAY, 150 FEET N OF THE NE CORNER OF THE HOUSE AND 7.5
 HF1204'FEET S OF A WHITE REFERENCE POST.
 HF1204'
 HF1204'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1204'BRONZE DISKS SET IN CONCRETE.
 HF1204'
 HF1204'REFERENCE MARK NO. 1 IS STAMPED CHACE NO. 1 1940 AND PROJECTS
 HF1204'12 INCHES.  IT IS 1 FOOT S OF A FENCE, 15 FEET W OF A WIRE
 HF1204'GATE AND 21 FEET E OF THE CORNER OF A SMALL SHED.
 HF1204'
 HF1204'REFERENCE MARK NO. 2 IS STAMPED CHACE NO. 2 1940 AND PROJECTS
 HF1204'12 INCHES.  IT IS 1.5 FEET W OF A FENCE, 33 FEET S OF A FENCE
 HF1204'CORNER AND 67 FEET N OF THE NW CORNER OF THE HOUSE.
 HF1204'
 HF1204'THE AZIMUTH MARK IS STAMPED CHASE 1940 AND PROJECTS 2 INCHES.
 HF1204'IT IS 1 FOOT E OF A FENCE, 3 FEET S OF A WHITE REFERENCE POST
 HF1204'AND 20 FEET W OF THE CENTER OF A DIRT ROAD.
 HF1204'
 HF1204'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 HF1204'U.S. HIGHWAY 54 IN AUGUSTA, GO W ON U.S. HIGHWAY 54 FOR 5.5
 HF1204'MILES TO A CROSS ROAD, TURN RIGHT, (N) AND GO 1 MILE TO A CROSS
 HF1204'ROAD, TURN RIGHT, (E) AND GO 0.4 MILE TO MR. CHACES HOUSE AND
 HF1204'STATION IN FRONT YARD.  TO REACH THE AZIMUTH MARK FROM THIS
 HF1204'POINT, GO E ON DIRT ROAD 0.6 MILE TO A CROSS ROAD, TURN RIGHT,
 HF1204'(S) AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT, (W)
 HF1204'SIDE OF THE ROAD.
 HF1204'
 HF1204'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HF1204
 HF1204                          STATION RECOVERY (1972)
 HF1204
 HF1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HF1204'*DESTROYED.
 HF1204'
 HF1204'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 HF1204'IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR AND NOT
 HF1204'FOUND.  THE *AZIMUTH MARK WAS RECOVERED OUT OF POSITION, DUE
 HF1204'TO ROAD CONSTRUCTION.  REFERENCE MARKS 3 AND 4 WERE ESTABLISED
 HF1204'THIS DATE.  BEING REFERENCE MARK 1 IS OBSTRUCTED FROM THE
 HF1204'STATION MARK BY TREES, REFERENCE MARK 4 WAS OCCUPIED FOR ANGLES
 HF1204'FOR AID IN RECOVERING THE STATION MARK IN THE FUTURE.  DUE
 HF1204'TO CHANGES IN THE AREA A NEW COMPLETE DESCRIPTION FOLLOWS-
 HF1204'
 HF1204'THE STATION IS LOCATED ABOUT 5.5 MILES WEST OF AUGUSTA AND
 HF1204'3-3/4 MILES SOUTHEAST OF ANDOVER, IN THE NORTHWEST QUARTER
 HF1204'OF SECTION 23, T 27 S, R 3 E AND IN THE NORTHWEST CORNER OF
 HF1204'THE FARM YARD OWNED BY MR. HOWARD J. LOVELESS, ROUTE 1, BOX
 HF1204'196, AUGUSTA, KANSAS, 67010.
 HF1204'
 HF1204'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 77 AND
 HF1204'54 AND STATE HIGHWAY 96 IN AUGUSTA, GO WEST ON HIGHWAY 54 FOR 4.8
 HF1204'MILES TO A SIGN BOY SCOUT CAMP AND A SIDE ROAD ON THE RIGHT.
 HF1204'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A
 HF1204'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 HF1204'0.65 MILE TO THE LOVELESS FARM HOME AND THE STATION ON THE LEFT.
 HF1204'
 HF1204'THE STATION MARK IS A STANDARD DISK STAMPED CHACE 1940, SET
 HF1204'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HF1204'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 58 FEET WEST OF THE
 HF1204'CENTER OF A TRACK DRIVEWAY, 49 FEET SOUTH OF THE CENTER OF THE
 HF1204'GRAVELED ROAD AND 24 FEET SOUTHEAST OF A POWER POLE.
 HF1204'
 HF1204'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHACE NO 1 1940,
 HF1204'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 HF1204'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET
 HF1204'SOUTHWEST OF A 10-INCH PINE TREE, 61 FEET NORTH OF THE NORTH
 HF1204'CORRAL FENCE AND 59 FEET WEST OF THE SOUTHWEST CORNER OF THE FARM
 HF1204'HOUSE.
 HF1204'
 HF1204'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CHACE 1940 NO 4
 HF1204'1972, SWEATED TO THE TOP OF A COPPER ROD ENCASED IN A 4 INCH
 HF1204'PLASTIC PIPE, A 10 INCH STEEL PLATE IS BOLTED TO THE BOTTOM
 HF1204'OF THE ROD AND THE MARK PROJECTS 4 INCHES ABOVE THE GROUND
 HF1204'SURFACE.  IT IS 31 FEET W OF THE CENTERLINE OF THE TRACK
 HF1204'DRIVEWAY, 45 FEET S OF THE CENTER LINE OF THE GRAVELED ROAD, AND
 HF1204'40 FEET ESE OF THE POWER POLE.
 HF1204'
 HF1204'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHACE 1940 NO 3
 HF1204'1972, SWEATED TO THE TOP OF A COPPER ROD ENCASED IN A 4 INCH
 HF1204'PLASTIC PIPE, A 10 INCH STEEL PLATE IS BOLTED TO THE BOTTOM
 HF1204'OF THE ROD AND THE MARK PROJECTS 4 INCHES ABOVE THE GROUND
 HF1204'SURFACE.  IT IS 76 FEET NORTH OF A TELEPHONE POLE, 33 FEET
 HF1204'EAST OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET NORTH OF A
 HF1204'METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 HF1204'
 HF1204'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON THE
 HF1204'GRAVELED ROAD FOR 0.65 MILE TO A CROSSROAD. TURN LEFT AND GO
 HF1204'NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO THE REFERENCE MARK
 HF1204'ON THE RIGHT.
 HF1204'
 HF1204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.5 MILES
 HF1204'WEST OF AUGUSTA.
 HF1204
 HF1204                          STATION RECOVERY (1986)
 HF1204
 HF1204'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1986 (JH)
 HF1204'RECOVERED IN GOOD CONDITION.
 HF1204
 HF1204                          STATION RECOVERY (2005)
 HF1204
 HF1204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WPF)
 HF1204'LARGE TREES ARE NEAR THE STATION MAKING IT LESS THAN IDEAL FOR GPS
 HF1204'OBSERVATION, HOWEVER LANDOWNER/OCCUPANT OF NEARBY HOUSE IS WILLING TO
 HF1204'TRIM THE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0496 ***********************************************************************
 JH0496  DESIGNATION -  CHALK
 JH0496  PID         -  JH0496
 JH0496  STATE/COUNTY-  KS/LOGAN
 JH0496  USGS QUAD   -  BEULAH CEMETERY (1968)
 JH0496
 JH0496                         *CURRENT SURVEY CONTROL
 JH0496  ___________________________________________________________________
 JH0496* NAD 83(1997)-  38 44 57.47078(N)    101 15 42.14752(W)     ADJUSTED  
 JH0496* NAVD 88     -      1000.     (meters)    3281.     (feet)  SCALED    
 JH0496  ___________________________________________________________________
 JH0496  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 JH0496  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 JH0496
 JH0496  HORZ ORDER  -  SECOND
 JH0496
 JH0496.The horizontal coordinates were established by classical geodetic methods
 JH0496.and adjusted by the National Geodetic Survey in October 1998..
 JH0496
 JH0496.The orthometric height was scaled from a topographic map.
 JH0496
 JH0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0496
 JH0496.The geoid height was determined by GEOID03.
 JH0496
 JH0496;                    North         East     Units Scale Factor Converg.
 JH0496;SPC KS N     -    51,282.340   116,518.373   MT  0.99999489   -2 03 49.4
 JH0496;SPC KS S     -   634,708.163   159,946.462   MT  1.00004123   -1 41 49.7
 JH0496;UTM  14      - 4,291,385.228   303,454.366   MT  1.00007572   -1 24 57.9
 JH0496
 JH0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0496!SPC KS N     -   0.99984689  x   0.99999489  =   0.99984179
 JH0496!SPC KS S     -   0.99984689  x   1.00004123  =   0.99988812
 JH0496!UTM  14      -   0.99984689  x   1.00007572  =   0.99992260
 JH0496
 JH0496|---------------------------------------------------------------------|
 JH0496| PID    Reference Object                     Distance      Geod. Az  |
 JH0496|                                                           dddmmss.s |
 JH0496| CM8634 CHALK RM 1                           16.025 METERS 09026     |
 JH0496| CM7326 12 DDB                                             1775516.9 |
 JH0496| CM8635 CHALK RM 2                           14.407 METERS 18756     |
 JH0496|---------------------------------------------------------------------|
 JH0496
 JH0496                          SUPERSEDED SURVEY CONTROL
 JH0496
 JH0496  NAD 83(1986)-  38 44 57.47310(N)    101 15 42.14989(W) AD(       ) 2
 JH0496  NAD 27      -  38 44 57.42527(N)    101 15 40.57797(W) AD(       ) 2
 JH0496
 JH0496.Superseded values are not recommended for survey control.
 JH0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0496.See file dsdata.txt to determine how the superseded data were derived.
 JH0496
 JH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH0345491385(NAD 83)
 JH0496_MARKER: DD = SURVEY DISK
 JH0496_SETTING: 0 = UNSPECIFIED SETTING
 JH0496
 JH0496  HISTORY     - Date     Condition        Report By
 JH0496  HISTORY     - 1967     MONUMENTED       USGS
 JH0496
 JH0496                          STATION DESCRIPTION
 JH0496
 JH0496'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0496'THE STATION IS LOCATED ABOUT 18.3 MI N. AND 5.25 MI E. OF
 JH0496'LEOTI, T. 15 S., RS. 35 AND 36 W., NEAR THE S. SIXTEENTH COR.
 JH0496'BETWEEN SECS. 13 AND 18.
 JH0496'
 JH0496'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS.
 JH0496'96 AND 25 IN LEOTI, GO N. ON STATE HWY. 25, 18.0 MI TO A T-RD.
 JH0496'E., TURN RIGHT AND GO E. 6.0 MI TO A CROSSROAD, TURN LEFT AND
 JH0496'GO N. 0.25 MI TO E.-W. FIELD ENTRANCES AND STATION ON THE
 JH0496'LEFT.
 JH0496'
 JH0496'STATION MARK IS 13 FT S. AND 30 FT W. OF CENTER OF RD. AT
 JH0496'FIELD ENTRANCES E.-W. 1.9 FT N. OF USGS WITNESS POST, STAMPED
 JH0496'ET CHALK 1967.
 JH0496'
 JH0496'REFERENCE MARK NO. 1 IS E. OF STATION, 14 FT S. AND 22 FT
 JH0496'E. OF CENTER OF RD. AT FIELD ENTRANCES E.-W., STAMPED CHALK
 JH0496'NO. 1 1967.
 JH0496'
 JH0496'REFERENCE MARK NO. 2 IS SSW. OF STATION, 62 FT S., AND 37
 JH0496'FT W. OF CENTER OF RD. AT FIELD ENTRANCES E.-W., STAMPED CHALK
 JH0496'NO. 2 1967.
 JH0496'
 JH0496'AZIMUTH MARK IS LOCATED ABOUT 0.25 MI SSE. OF STATION.  RUSSELL
 JH0496'SPRINGS, 11.5 MI S. AND 4.5 MI W. OF.  IN THE NW. COR. OF SEC.
 JH0496'19, T. 15 S., R. 35 W., 45 FT S. AND 35 FT E. AND 2 FT LOWER
 JH0496'THAN THE CENTER OF THE CROSSROADS, ON TOP OF A CONCRETE POST,
 JH0496'SET FLUSH WITH THE GROUND.  A STANDARD TABLET STAMPED 12
 JH0496'DDB 1966.
 JH0496'
 JH0496'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JH0496'ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON 1/2
 JH0496'IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES
 JH0496'12 IN. LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1232 ***********************************************************************
 HF1232  DESIGNATION -  CHAMBER
 HF1232  PID         -  HF1232
 HF1232  STATE/COUNTY-  KS/SEDGWICK
 HF1232  USGS QUAD   -  DERBY (1982)
 HF1232
 HF1232                         *CURRENT SURVEY CONTROL
 HF1232  ___________________________________________________________________
 HF1232* NAD 83(1997)-  37 31 02.91771(N)    097 15 22.15001(W)     ADJUSTED  
 HF1232* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 HF1232  ___________________________________________________________________
 HF1232  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 HF1232  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF1232
 HF1232  HORZ ORDER  -  FIRST
 HF1232
 HF1232.The horizontal coordinates were established by classical geodetic methods
 HF1232.and adjusted by the National Geodetic Survey in October 1998..
 HF1232
 HF1232.The orthometric height was scaled from a topographic map.
 HF1232
 HF1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1232
 HF1232.The geoid height was determined by GEOID03.
 HF1232
 HF1232;                    North         East     Units Scale Factor Converg.
 HF1232;SPC KS S     -   495,160.400   509,954.460   MT  0.99996016   +0 45 51.8
 HF1232;UTM  14      - 4,153,708.804   654,109.057   MT  0.99989254   +1 03 44.0
 HF1232
 HF1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1232!SPC KS S     -   0.99994110  x   0.99996016  =   0.99990126
 HF1232!UTM  14      -   0.99994110  x   0.99989254  =   0.99983365
 HF1232
 HF1232|---------------------------------------------------------------------|
 HF1232| PID    Reference Object                     Distance      Geod. Az  |
 HF1232|                                                           dddmmss.s |
 HF1232| CL4459 CHAMBER RM 1                         30.680 METERS 00021     |
 HF1232| CL4458 CHAMBER AZ MK                                      0813425.8 |
 HF1232| HF1297 MULVANE MUNICIPAL TANK              APPROX. 4.9 KM 1623013.5 |
 HF1232| CL4460 CHAMBER RM 2                         26.498 METERS 18036     |
 HF1232| HF1240 CHAMBER 2                           122.964 METERS 30528     |
 HF1232|---------------------------------------------------------------------|
 HF1232
 HF1232                          SUPERSEDED SURVEY CONTROL
 HF1232
 HF1232  NAD 83(1997)-  37 31 02.92327(N)    097 15 22.14602(W) AD(       ) 1
 HF1232  NAD 83(1986)-  37 31 02.92920(N)    097 15 22.14461(W) AD(       ) 1
 HF1232  NAD 27      -  37 31 02.86083(N)    097 15 20.98529(W) AD(       ) 1
 HF1232
 HF1232.Superseded values are not recommended for survey control.
 HF1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1232.See file dsdata.txt to determine how the superseded data were derived.
 HF1232
 HF1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5410953709(NAD 83)
 HF1232_MARKER: DS = TRIANGULATION STATION DISK
 HF1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1232
 HF1232  HISTORY     - Date     Condition        Report By
 HF1232  HISTORY     - 1940     MONUMENTED       CGS
 HF1232  HISTORY     - 1957     MARK NOT FOUND   CGS
 HF1232
 HF1232                          STATION DESCRIPTION
 HF1232
 HF1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1232'STATION IS 2 MILES SSE OF DERBY, 3 MILES NNW OF MULVANE,
 HF1232'JUST S OF STATE HIGHWAY 15 IN THE NW 1/4 OF SECTION 19, T 29,
 HF1232'R 2 E.  STATION MARK IS 6 INCHES E OF FENCE LINE BETWEEN TWO
 HF1232'CULTIVATED FIELDS, 10 FEET W OF CENTER LINE OF FARM LANE,
 HF1232'10-1/2 FEET S OF WHITE REFERENCE POST, IS STAMPED CHAMBER 1940,
 HF1232'AND PROJECTS 4 INCHES.
 HF1232'
 HF1232'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1232'BRONZE DISKS SET IN CONCRETE.
 HF1232'
 HF1232'REFERENCE MARK NO. 1 IS N OF STATION IN SAME FENCE LINE, 6
 HF1232'INCHES E OF THE FENCE, 10 FEET W OF CENTER LINE OF FARM LANE,
 HF1232'IS STAMPED CHAMBER NO. 1 1940, AND PROJECTS 6 INCHES.
 HF1232'
 HF1232'REFERENCE MARK NO. 2 IS S OF STATION 6 INCHES E OF SAME FENCE
 HF1232'LINE, 10 FEET W OF CENTER LINE OF FARM LANE, IS STAMPED CHAMBER
 HF1232'NO. 2 1940, AND PROJECTS 4 INCHES.
 HF1232'
 HF1232'AZIMUTH MARK IS IN SW ANGLE OF CROSS ROAD INTERSECTION AT
 HF1232'RIGHT-ANGLE TURN OF STATE HIGHWAY 15 (E TO S), 46 FEET S OF
 HF1232'CENTER LINE OF E-W ROAD, 39 FEET W OF N-S ROAD, 3-1/2 FEET
 HF1232'SSE OF WHITE REFERENCE POST, IS STAMPED CHAMBER 1940, AND
 HF1232'PROJECTS 6 INCHES.
 HF1232'
 HF1232'TO REACH THE STATION FROM DERBY, GO E AND S ON STATE HIGHWAY 15 FOR
 HF1232'2.0 MILES TO POINT WHERE THE HIGHWAY TURNS E, CONTINUE E ON
 HF1232'THE HIGHWAY FOR 0.3 MILE AND TURN RIGHT, (S) OFF THE HIGHWAY
 HF1232'ONTO FARM ENTRANCE LANE, (TO REACH AZIMUTH MARK CONTINUE E ON
 HF1232'HIGHWAY 15 FOR 0.6 MILE TO THE AZIMUTH MARK AT POINT WHERE
 HF1232'THE HIGHWAY MAKES RIGHT-ANGLE TURN) GO S 75 YARDS TO STATION
 HF1232'ON W SIDE OF FARM LANE.
 HF1232'
 HF1232'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HF1232
 HF1232                          STATION RECOVERY (1957)
 HF1232
 HF1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1232'THE SURFACE-STATION MARK HAS BEEN REMOVED AND DESTROYED AS A
 HF1232'HAZARD TO FARMING IN THE FIELD IT IS IN, BUT THE UNDERGROUND-STATION
 HF1232'MARK IS STILL IN GOOD CONDITION.  THE TWO REFERENCE MARKS HAVE
 HF1232'BEEN DESTROYED BY FARM IMPLEMENTS.  THE AZIMUTH MARK WAS
 HF1232'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  CHAMBER 2 HAS BEEN
 HF1232'NEWLY ESTABLISHED IN A MORE PROTECTED AREA NEAR SOME FARM
 HF1232'BUILDINGS NORTHWEST OF THE STATION.  A COMPLETE DESCRIPTION
 HF1232'FOLLOWS-
 HF1232'
 HF1232'THE STATION IS LOCATED IN A CULTIVATED FIELD SOUTHEAST OF SOME
 HF1232'FARM BUILDINGS, AIRLINE ABOUT 2 MILES SOUTH-SOUTHEAST OF EL PASO
 HF1232'(DERBY), 3 MILES NORTH-NORTHWEST OF MULVANE, AND 6 MILES SOUTHEAST
 HF1232'OF HAYSVILLE.
 HF1232'
 HF1232'TO REACH THE STATION FROM THE POST OFFICE IN MULVANE GO EAST
 HF1232'ON MAIN STREET 0.1 MILE TO AN INTERSECTION.  TURN LEFT ONTO
 HF1232'SECOND STREET AND GO NORTH 0.9 MILE TO A CROSS ROAD.  CONTINUE
 HF1232'STRAIGHT AHEAD, CROSSING STATE HIGHWAY 15, AND GO NORTH 2.1
 HF1232'MILES TO A CROSS ROAD AND THE AZIMUTH MARK ON THE LEFT.  TURN
 HF1232'LEFT AND GO WEST 0.6 MILE TO A DIM FIELD ROAD ON THE LEFT.
 HF1232'TURN LEFT AND GO SOUTH ABOUT 75 YARDS TO THE STATION ON THE
 HF1232'RIGHT.
 HF1232'
 HF1232'THE STATION MARK IS A STANDARD DISK STAMPED CHAMBER 1940 SET
 HF1232'IN THE TOP OF A 12-INCH SQUARE BLOCK OF CONCRETE ABOUT 3 FEET
 HF1232'BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 75 YARDS SOUTH
 HF1232'OF THE CENTERLINE OF AN EAST-WEST ROAD AND ABOUT 125 YARDS
 HF1232'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE.
 HF1232'
 HF1232'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHAMBER 1940 SET IN
 HF1232'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 HF1232'ABOVE THE GROUND.  IT IS 3 FEET SOUTHWEST OF A WITNESS POST, 46
 HF1232'FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, AND 39 FEET WEST
 HF1232'OF THE CENTERLINE OF A NORTH-SOUTH ROAD.
 HF1232'
 HF1232'CHAMBER 2 IS A STANDARD DISK STAMPED CHAMBER 2 1957 SET IN
 HF1232'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 HF1232'THE GROUND.  IT IS 28 FEET EAST OF THE SOUTHEAST CORNER OF A
 HF1232'GARAGE AND 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HF1232'FARMHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1240 ***********************************************************************
 HF1240  DESIGNATION -  CHAMBER 2
 HF1240  PID         -  HF1240
 HF1240  STATE/COUNTY-  KS/SEDGWICK
 HF1240  USGS QUAD   -  DERBY (1982)
 HF1240
 HF1240                         *CURRENT SURVEY CONTROL
 HF1240  ___________________________________________________________________
 HF1240* NAD 83(1997)-  37 31 05.23167(N)    097 15 26.22847(W)     ADJUSTED  
 HF1240* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 HF1240  ___________________________________________________________________
 HF1240  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 HF1240  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF1240
 HF1240  HORZ ORDER  -  SECOND
 HF1240
 HF1240.The horizontal coordinates were established by classical geodetic methods
 HF1240.and adjusted by the National Geodetic Survey in October 1998..
 HF1240
 HF1240.The orthometric height was scaled from a topographic map.
 HF1240
 HF1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1240
 HF1240.The geoid height was determined by GEOID03.
 HF1240
 HF1240;                    North         East     Units Scale Factor Converg.
 HF1240;SPC KS S     -   495,230.395   509,853.368   MT  0.99996008   +0 45 49.3
 HF1240;UTM  14      - 4,153,778.267   654,007.609   MT  0.99989216   +1 03 41.6
 HF1240
 HF1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1240!SPC KS S     -   0.99994094  x   0.99996008  =   0.99990103
 HF1240!UTM  14      -   0.99994094  x   0.99989216  =   0.99983311
 HF1240
 HF1240:                Primary Azimuth Mark                     Grid Az
 HF1240:SPC KS S     -  CHAMBER AZ MK                            085 06 04.6
 HF1240:UTM  14      -  CHAMBER AZ MK                            084 48 12.3
 HF1240
 HF1240|---------------------------------------------------------------------|
 HF1240| PID    Reference Object                     Distance      Geod. Az  |
 HF1240|                                                           dddmmss.s |
 HF1240| CL4458 CHAMBER AZ MK                                      0855153.9 |
 HF1240| CL4461 CHAMBER 2 AZ MK RESET                              1042528.2 |
 HF1240| HF1232 CHAMBER                             122.964 METERS 12528     |
 HF1240| CL4463 CHAMBER 2 RM 2                       17.522 METERS 25351     |
 HF1240| HF1235 DERBY MUNICIPAL TANK                APPROX. 3.5 KM 3424407.2 |
 HF1240| CL4462 CHAMBER 2 RM 1                       29.169 METERS 35154     |
 HF1240|---------------------------------------------------------------------|
 HF1240
 HF1240                          SUPERSEDED SURVEY CONTROL
 HF1240
 HF1240  NAD 83(1997)-  37 31 05.23670(N)    097 15 26.22356(W) AD(       ) 2
 HF1240  NAD 83(1986)-  37 31 05.24295(N)    097 15 26.22274(W) AD(       ) 2
 HF1240  NAD 27      -  37 31 05.17617(N)    097 15 25.06573(W) AD(       ) 2
 HF1240
 HF1240.Superseded values are not recommended for survey control.
 HF1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1240.See file dsdata.txt to determine how the superseded data were derived.
 HF1240
 HF1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5400853778(NAD 83)
 HF1240_MARKER: DS = TRIANGULATION STATION DISK
 HF1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1240
 HF1240  HISTORY     - Date     Condition        Report By
 HF1240  HISTORY     - 1957     MONUMENTED       CGS
 HF1240  HISTORY     - 1964     GOOD             CGS
 HF1240
 HF1240                          STATION DESCRIPTION
 HF1240
 HF1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1240'THE STATION IS LOCATED IN THE SOUTH PART OF A FARMYARD AIRLINE
 HF1240'ABOUT 2 MILES SOUTH-SOUTHEAST OF EL PASO (DERBY), 3 MILES
 HF1240'NORTH-NORTHWEST OF MULVANE, AND 6 MILES SOUTHEAST OF HAYSVILLE.
 HF1240'
 HF1240'TO REACH THE STATION FROM THE POST OFFICE IN MULVANE GO EAST ON
 HF1240'MAIN STREET 0.1 MILE TO AN INTERSECTION.  TURN LEFT ONTO SECOND
 HF1240'STREET AND GO NORTH 0.9 MILE TO A CROSS ROAD.  CONTINUE STRAIGHT
 HF1240'AHEAD, CROSSING STATE HIGHWAY 15, AND GO NORTH 2.1 MILES TO
 HF1240'A CROSS ROAD AND THE AZIMUTH MARK ON THE LEFT.  TURN LEFT AND
 HF1240'GO WEST 0.6 MILE TO A FARMHOUSE AND THE STATION ON THE LEFT.
 HF1240'
 HF1240'THE STATION MARK IS A STANDARD DISK STAMPED CHAMBER 2 1957 SET
 HF1240'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH
 HF1240'WITH THE GROUND.  IT IS 28 FEET EAST OF THE SOUTHEAST CORNER OF
 HF1240'A GARAGE AND 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HF1240'FARMHOUSE.
 HF1240'
 HF1240'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CHAMBER 2
 HF1240'NO 1 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 HF1240'THAT IS FLUSH WITH THE GROUND.  IT IS 41 FEET NORTHWEST OF THE
 HF1240'NORTHWEST CORNER OF THE FARMHOUSE AND THE SAME ELEVATION AS THE
 HF1240'STATION.
 HF1240'
 HF1240'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CHAMBER 2 NO 2
 HF1240'1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HF1240'4 INCHES ABOVE THE GROUND.  IT IS 17 FEET SOUTH-SOUTHWEST OF
 HF1240'THE SOUTHWEST CORNER OF THE GARAGE AND 1 FOOT LOWER THAN THE
 HF1240'STATION.
 HF1240'
 HF1240'THE AZIMUTH MARK IS THE AZIMUTH MARK FOR CHAMBER 1940 AND IS
 HF1240'A STANDARD DISK STAMPED CHAMBER 1940 SET IN THE TOP OF A
 HF1240'10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE
 HF1240'GROUND.  IT IS 3 FEET SOUTHWEST OF A WITNESS POST, 46 FEET
 HF1240'SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, AND 39 FEET WEST
 HF1240'OF THE CENTERLINE OF A NORTH-SOUTH ROAD.
 HF1240
 HF1240                          STATION RECOVERY (1964)
 HF1240
 HF1240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 HF1240'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HF1240'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH HAD BEEN
 HF1240'DESTROYED BY ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS SET.  THE
 HF1240'STATION AND REFERENCE MARKS WERE STAMPED CHAMBERS INSTEAD OF
 HF1240'CHAMBER.** A SHORT DESCRIPTION AND A TO REACH FOR THE NEW
 HF1240'AZIMUTH MARK FOLLOWS.  THE DESCRIPTION BY W.R.H. IN 1957 IS
 HF1240'ADEQUATE FOR THE STATION AND REFERENCE MARKS.  THIS STATION
 HF1240'IS LOCATED 2 MILES SOUTH-SOUTHEAST OF DERBY IN THE NW 1/4 OF
 HF1240'SEC. 19, T 29 S., R 2 E, AND 1 FOOT NORTH OF A NEW STEEL
 HF1240'WITNESS POST ON PROPERTY OWNED BY L.E. DONALDSON.
 HF1240'
 HF1240'AZIMUTH MARK (RESET) IS 0.7 MILE EAST OF THE STATION, 49 FEET
 HF1240'EAST OF THE CENTERLINE OF A HARD-SURFACED ROAD, 11 FEET NORTH
 HF1240'OF A T-FENCE INTERSECTION, 1 FOOT WEST OF A FENCE, AND 1 FOOT
 HF1240'NORTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES
 HF1240'AND THE DISK IS STAMPED CHAMBERS 2 1957 RESET 1964.
 HF1240'
 HF1240'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.65
 HF1240'MILE TO A HARD-SURFACED ROAD (NORTH-SOUTH).  TURN RIGHT AND
 HF1240'GO SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT OR EAST
 HF1240'SIDE OF THE ROAD AS DESCRIBED.  1964 OBSERVATIONS AT THIS
 HF1240'STATION GIVEN.
 HF1240'
 HF1240'**NOTE- DESCRIPTION NOT AVAILABLE WHEN THE STATION WAS VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1170 ***********************************************************************
 HE1170  DESIGNATION -  CHANPORT
 HE1170  PID         -  HE1170
 HE1170  STATE/COUNTY-  KS/NEOSHO
 HE1170  USGS QUAD   -  CHANUTE (1984)
 HE1170
 HE1170                         *CURRENT SURVEY CONTROL
 HE1170  ___________________________________________________________________
 HE1170* NAD 83(1997)-  37 39 43.62392(N)    095 29 14.49549(W)     ADJUSTED  
 HE1170* NAVD 88     -       305.1    (meters)    1001.     (feet)  VERTCON   
 HE1170  ___________________________________________________________________
 HE1170  X           -    -483,452.123 (meters)                     COMP
 HE1170  Y           -  -5,032,479.060 (meters)                     COMP
 HE1170  Z           -   3,875,990.653 (meters)                     COMP
 HE1170  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HE1170  ELLIP HEIGHT-         273.47  (meters)          (10/02/98) GPS OBS
 HE1170  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HE1170
 HE1170  HORZ ORDER  -  THIRD
 HE1170  ELLP ORDER  -  FOURTH    CLASS I
 HE1170
 HE1170.This mark is at Chanute Martn Johnson Airport (CNU)
 HE1170
 HE1170.The horizontal coordinates were established by GPS observations
 HE1170.and adjusted by the National Geodetic Survey in October 1998..
 HE1170
 HE1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1170
 HE1170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1170
 HE1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1170
 HE1170.The ellipsoidal height was determined by GPS observations
 HE1170.and is referenced to NAD 83.
 HE1170
 HE1170.The geoid height was determined by GEOID03.
 HE1170
 HE1170;                    North         East     Units Scale Factor Converg.
 HE1170;SPC KS S     -   514,773.616   665,756.382   MT  0.99994581   +1 51 04.9
 HE1170;UTM  15      - 4,171,238.214   280,600.660   MT  1.00019294   -1 31 13.4
 HE1170
 HE1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1170!SPC KS S     -   0.99995709  x   0.99994581  =   0.99990290
 HE1170!UTM  15      -   0.99995709  x   1.00019294  =   1.00015002
 HE1170
 HE1170:                Primary Azimuth Mark                     Grid Az
 HE1170:SPC KS S     -  CHANPORT AZ MK                           004 54 37.4
 HE1170:UTM  15      -  CHANPORT AZ MK                           008 16 55.7
 HE1170
 HE1170|---------------------------------------------------------------------|
 HE1170| PID    Reference Object                     Distance      Geod. Az  |
 HE1170|                                                           dddmmss.s |
 HE1170| HE1171 CHANPORT AZ MK                      412.656 METERS 0064542.3 |
 HE1170|---------------------------------------------------------------------|
 HE1170
 HE1170                          SUPERSEDED SURVEY CONTROL
 HE1170
 HE1170  NAD 83(1997)-  37 39 43.63001(N)    095 29 14.49320(W) AD(       ) 3
 HE1170  NAD 83(1986)-  37 39 43.64212(N)    095 29 14.49287(W) AD(       ) 3
 HE1170  NGVD 29 (02/23/90)  305.0    (m)         1001.     (f) GPS OBS        
 HE1170
 HE1170.Superseded values are not recommended for survey control.
 HE1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1170.See file dsdata.txt to determine how the superseded data were derived.
 HE1170
 HE1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8060171238(NAD 83)
 HE1170_MARKER: I = METAL ROD
 HE1170_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HE1170_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HE1170_STAMPING: CHANPORT 1989
 HE1170_MARK LOGO: NGS   
 HE1170_PROJECTION: FLUSH
 HE1170_MAGNETIC: I = MARKER IS A STEEL ROD
 HE1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1170+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 HE1170_ROD/PIPE-DEPTH: 4.50 meters
 HE1170_SLEEVE-DEPTH  : 01.0 meters
 HE1170
 HE1170  HISTORY     - Date     Condition        Report By
 HE1170  HISTORY     - 1989     MONUMENTED       NGS
 HE1170  HISTORY     - 20000215 GOOD             LOCENG
 HE1170
 HE1170                          STATION DESCRIPTION
 HE1170
 HE1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HE1170'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) WEST-SOUTHWEST OF
 HE1170'CHANUTE, AT THE MARTIN JOHNSON AIRPORT, ALONG THE EAST SIDE AND NEAR
 HE1170'THE SOUTH END OF THE RUNWAY.  OWNERSHIP--CITY OF CHANUTE, C/O AIRPORT
 HE1170'MANAGER CHARLES BALLOU, RR 2 BOX 294B, CHANUTE KS 66720.  PHONE
 HE1170'(316)431-1719.
 HE1170'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 169 AND 35TH
 HE1170'STREET, ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF CHANUTE, GO WEST FOR 0.9
 HE1170'KM (0.55 MI) ON 35TH STREET, WHICH TURNS TO GRAVEL, TO A GRAVEL
 HE1170'CROSSROAD.  TURN RIGHT AND GO NORTH FOR 1.6 KM (1.00 MI) ON THE GRAVEL
 HE1170'ROAD TO A PAVED CROSSROAD.  CONTINUE NORTH FOR 1.5 KM (0.95 MI) ON THE
 HE1170'GRAVEL ROAD, WHICH TURNS TO PAVED, TO A PAVED DRIVE RIGHT.  TURN RIGHT
 HE1170'AND GO EAST FOR 40 METERS ON THE AIRPORT ENTRANCE DRIVE, PASSING TO
 HE1170'THE SOUTH OF A HANGAR, TO AN APRON.  TURN LEFT AND GO NORTHEAST FOR
 HE1170'0.1 KM (0.05 MI) ACROSS THE APRON TO A CONNECTING TAXIWAY RIGHT.  TURN
 HE1170'RIGHT AND GO EASTERLY FOR 0.2 KM (0.10 MI) ON THE CONNECTING TAXIWAY
 HE1170'TO THE PAVED RUNWAY.  TURN RIGHT AND GO SOUTH FOR 1.3 KM (0.80 MI) ON
 HE1170'THE RUNWAY TO THE STATION ON THE LEFT, JUST BEFORE THE END OF THE
 HE1170'RUNWAY.
 HE1170'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HE1170'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.5 METERS IN A GREASE
 HE1170'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HE1170'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED 8.6
 HE1170'M (28.2 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF THE RUNWAY, 5.9 M
 HE1170'(19.4 FT) EAST FROM THE EAST EDGE OF THE RUNWAY AND 2.3 M (7.5 FT)
 HE1170'SOUTH FROM THE EXTENDED CENTER OF A CONNECTING TAXIWAY.
 HE1170'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 HE1170
 HE1170                          STATION RECOVERY (2000)
 HE1170
 HE1170'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 HE1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1171 ***********************************************************************
 HE1171  DESIGNATION -  CHANPORT AZ MK
 HE1171  PID         -  HE1171
 HE1171  STATE/COUNTY-  KS/NEOSHO
 HE1171  USGS QUAD   -  CHANUTE (1984)
 HE1171
 HE1171                         *CURRENT SURVEY CONTROL
 HE1171  ___________________________________________________________________
 HE1171* NAD 83(1997)-  37 39 56.91546(N)    095 29 12.51303(W)     ADJUSTED  
 HE1171* NAVD 88     -       301.6    (meters)     989.     (feet)  VERTCON   
 HE1171  ___________________________________________________________________
 HE1171  X           -    -483,379.550 (meters)                     COMP
 HE1171  Y           -  -5,032,231.717 (meters)                     COMP
 HE1171  Z           -   3,876,312.937 (meters)                     COMP
 HE1171  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HE1171  ELLIP HEIGHT-         270.00  (meters)          (10/02/98) GPS OBS
 HE1171  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HE1171
 HE1171  HORZ ORDER  -  THIRD
 HE1171  ELLP ORDER  -  FOURTH    CLASS I
 HE1171
 HE1171.This mark is at Chanute Martn Johnson Airport (CNU)
 HE1171
 HE1171.The horizontal coordinates were established by GPS observations
 HE1171.and adjusted by the National Geodetic Survey in October 1998..
 HE1171
 HE1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1171
 HE1171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1171
 HE1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1171
 HE1171.The ellipsoidal height was determined by GPS observations
 HE1171.and is referenced to NAD 83.
 HE1171
 HE1171.The geoid height was determined by GEOID03.
 HE1171
 HE1171;                    North         East     Units Scale Factor Converg.
 HE1171;SPC KS S     -   515,184.735   665,791.702   MT  0.99994553   +1 51 06.1
 HE1171;UTM  15      - 4,171,646.645   280,660.115   MT  1.00019262   -1 31 12.7
 HE1171
 HE1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1171!SPC KS S     -   0.99995763  x   0.99994553  =   0.99990317
 HE1171!UTM  15      -   0.99995763  x   1.00019262  =   1.00015025
 HE1171
 HE1171:                Primary Azimuth Mark                     Grid Az
 HE1171:SPC KS S     -  CHANPORT                                 184 54 37.4
 HE1171:UTM  15      -  CHANPORT                                 188 16 56.2
 HE1171
 HE1171|---------------------------------------------------------------------|
 HE1171| PID    Reference Object                     Distance      Geod. Az  |
 HE1171|                                                           dddmmss.s |
 HE1171| HE1170 CHANPORT                            412.656 METERS 1864543.5 |
 HE1171|---------------------------------------------------------------------|
 HE1171
 HE1171                          SUPERSEDED SURVEY CONTROL
 HE1171
 HE1171  NAD 83(1997)-  37 39 56.92164(N)    095 29 12.51093(W) AD(       ) 3
 HE1171  NAD 83(1986)-  37 39 56.93381(N)    095 29 12.51049(W) AD(       ) 3
 HE1171  NGVD 29 (02/23/90)  301.5    (m)          989.     (f) GPS OBS        
 HE1171
 HE1171.Superseded values are not recommended for survey control.
 HE1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1171.See file dsdata.txt to determine how the superseded data were derived.
 HE1171
 HE1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8066071647(NAD 83)
 HE1171_MARKER: I = METAL ROD
 HE1171_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HE1171_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HE1171_STAMPING: CHANPORT AZ MK 1989
 HE1171_MARK LOGO: NGS   
 HE1171_PROJECTION: FLUSH
 HE1171_MAGNETIC: I = MARKER IS A STEEL ROD
 HE1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1171+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 HE1171_ROD/PIPE-DEPTH: 3.40 meters
 HE1171_SLEEVE-DEPTH  : 01.0 meters
 HE1171
 HE1171  HISTORY     - Date     Condition        Report By
 HE1171  HISTORY     - 1989     MONUMENTED       NGS
 HE1171  HISTORY     - 20000215 GOOD             LOCENG
 HE1171
 HE1171                          STATION DESCRIPTION
 HE1171
 HE1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HE1171'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) SOUTH-SOUTHWEST OF
 HE1171'CHANUTE, AT THE MARTIN JOHNSON AIRPORT, ALONG THE EAST SIDE OF THE
 HE1171'RUNWAY BETWEEN THE 14TH AND 15TH RUNWAY LIGHTS SOUTH FROM THE NORTH
 HE1171'END OF THE PAVED RUNWAY.  OWNERSHIP--CITY OF CHANUTE, C/O AIRPORT
 HE1171'MANAGER CHARLES BALLOU, RR 2 BOX 294B, CHANUTE KS 66720.  PHONE
 HE1171'(316)431-1719.
 HE1171'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 169 AND 35TH
 HE1171'STREET, ABOUT 4.0 KM (2.50 MI) SOUTHWEST OF CHANUTE, GO WEST FOR 0.9
 HE1171'KM (0.55 MI) ON 35TH STREET, WHICH TURNS TO GRAVEL, TO A GRAVEL
 HE1171'CROSSROAD.  TURN RIGHT AND GO NORTH FOR 1.6 KM (1.00 MI) ON THE GRAVEL
 HE1171'ROAD TO A PAVED CROSSROAD.  CONTINUE NORTH FOR 1.5 KM (0.95 MI) ON THE
 HE1171'GRAVEL ROAD, WHICH TURNS TO PAVED, TO A PAVED DRIVE RIGHT.  TURN RIGHT
 HE1171'AND GO EAST FOR 40 METERS ON THE AIRPORT ENTRANCE DRIVE, PASSING TO
 HE1171'THE SOUTH OF A HANGAR, TO AN APRON.  TURN LEFT AND GO NORTHEAST FOR
 HE1171'0.1 KM (0.05 MI) ACROSS THE APRON TO A CONNECTING TAXIWAY RIGHT.  TURN
 HE1171'RIGHT AND GO EASTERLY FOR 0.2 KM (0.10 MI) ON THE CONNECTING TAXIWAY
 HE1171'TO THE PAVED RUNWAY.  TURN RIGHT AND GO SOUTH FOR 0.9 KM (0.55 MI) ON
 HE1171'THE RUNWAY TO THE STATION ON THE LEFT, JUST PAST THE 14TH RUNWAY LIGHT
 HE1171'SOUTH FROM THE NORTH END OF THE RUNWAY.
 HE1171'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HE1171'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.4 METERS IN A GREASE
 HE1171'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HE1171'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HE1171'30.7 M (100.7 FT) NORTH-NORTHEAST FROM THE 15TH RUNWAY LIGHT SOUTH
 HE1171'FROM THE NORTH END OF THE RUNWAY, 30.6 M (100.4 FT) SOUTH-SOUTHEAST
 HE1171'FROM THE 14TH RUNWAY LIGHT SOUTH FROM THE NORTH END OF THE RUNWAY AND
 HE1171'7.1 M (23.3 FT) EAST FROM THE EAST EDGE OF THE RUNWAY.
 HE1171'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 HE1171
 HE1171                          STATION RECOVERY (2000)
 HE1171
 HE1171'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 HE1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0700 ***********************************************************************
 HE0700  DESIGNATION -  CHANUTE
 HE0700  PID         -  HE0700
 HE0700  STATE/COUNTY-  KS/NEOSHO
 HE0700  USGS QUAD   -  CHANUTE (1984)
 HE0700
 HE0700                         *CURRENT SURVEY CONTROL
 HE0700  ___________________________________________________________________
 HE0700* NAD 83(1997)-  37 41 08.52276(N)    095 27 49.61357(W)     ADJUSTED  
 HE0700* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 HE0700  ___________________________________________________________________
 HE0700  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HE0700  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HE0700
 HE0700  HORZ ORDER  -  SECOND
 HE0700
 HE0700.The horizontal coordinates were established by classical geodetic methods
 HE0700.and adjusted by the National Geodetic Survey in October 1998..
 HE0700
 HE0700.The orthometric height was scaled from a topographic map.
 HE0700
 HE0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0700
 HE0700.The geoid height was determined by GEOID03.
 HE0700
 HE0700;                    North         East     Units Scale Factor Converg.
 HE0700;SPC KS S     -   517,457.040   667,750.362   MT  0.99994407   +1 51 57.0
 HE0700;UTM  15      - 4,173,800.323   282,749.552   MT  1.00018138   -1 30 24.4
 HE0700
 HE0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0700!SPC KS S     -   0.99995822  x   0.99994407  =   0.99990229
 HE0700!UTM  15      -   0.99995822  x   1.00018138  =   1.00013959
 HE0700
 HE0700:                Primary Azimuth Mark                     Grid Az
 HE0700:SPC KS S     -  HUMBOLDT MUNICIPAL TANK                  008 12 49.0
 HE0700:UTM  15      -  HUMBOLDT MUNICIPAL TANK                  011 35 10.4
 HE0700
 HE0700|---------------------------------------------------------------------|
 HE0700| PID    Reference Object                     Distance      Geod. Az  |
 HE0700|                                                           dddmmss.s |
 HE0700| HE0706 HUMBOLDT MUNICIPAL TANK             APPROX.14.1 KM 0100446.0 |
 HE0700| HE0696 CHANUTE ASH GROVE CEMENT E STK      APPROX. 1.5 KM 0142351.7 |
 HE0700| HE0697 CHANUTE N MUNICIPAL TANK             98.596 METERS 06706     |
 HE0700| HE0701 CHANUTE MUNICIPAL AIRPORT BCN       APPROX. 2.6 KM 2404728.4 |
 HE0700| CL4465 CHANUTE RM 1                         33.640 METERS 25058     |
 HE0700| CL4466 CHANUTE RM 2                         28.447 METERS 34027     |
 HE0700| CL4464 CHANUTE AZ MK                                      3594245.0 |
 HE0700|---------------------------------------------------------------------|
 HE0700
 HE0700                          SUPERSEDED SURVEY CONTROL
 HE0700
 HE0700  NAD 83(1997)-  37 41 08.52703(N)    095 27 49.61337(W) AD(       ) 2
 HE0700  NAD 83(1986)-  37 41 08.53090(N)    095 27 49.60163(W) AD(       ) 2
 HE0700  NAD 27      -  37 41 08.36400(N)    095 27 48.66700(W) AD(       ) 2
 HE0700
 HE0700.Superseded values are not recommended for survey control.
 HE0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0700.See file dsdata.txt to determine how the superseded data were derived.
 HE0700
 HE0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8275073800(NAD 83)
 HE0700_MARKER: DS = TRIANGULATION STATION DISK
 HE0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0700+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 HE0700
 HE0700  HISTORY     - Date     Condition        Report By
 HE0700  HISTORY     - 1934     MONUMENTED       CGS
 HE0700  HISTORY     - 1964     GOOD             CGS
 HE0700  HISTORY     - 1973     GOOD             KSHC
 HE0700  HISTORY     - 20000215 GOOD             LOCENG
 HE0700  HISTORY     - 20021029 GOOD             SKW
 HE0700  HISTORY     - 20060501 GOOD             KSDT
 HE0700
 HE0700                          STATION DESCRIPTION
 HE0700
 HE0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0700'STATION IS LOCATED IN THE CITY OF CHANUTE, IN THE NE 1/4 SEC.
 HE0700'17, T 27 S, R 18 E, ON LAND OWNED BY THE CITY OF CHANUTE, AND
 HE0700'USED AS A PARK.  MARK IS IN THE SW CORNER OF THE PARK AND 70
 HE0700'FEET N OF CENTER LINE OF DIRT STREET TO S, 65 FEET E OF CENTER
 HE0700'LINE OF STREET TO W AND 90 FEET E OF A WOVEN WIRE FENCE TO
 HE0700'THE W.
 HE0700'
 HE0700'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0700'BRONZE DISKS SET IN CONCRETE.
 HE0700'
 HE0700'REFERENCE MARK NO. 1 IS SW OF STATION, 30 FEET N OF CENTER
 HE0700'LINE OF E AND W STREET, INSIDE CORNER OF YARD, 2.4 FEET N OF
 HE0700'E AND W FENCE, 4.5 FEET W OF N AND S FENCE.
 HE0700'
 HE0700'REFERENCE MARK NO. 2 IS NW OF STATION, 44 FEET E OF WESTERN
 HE0700'STREET.
 HE0700'
 HE0700'AZIMUTH MARK IS 0.25 MILE N OF STATION AT END OF N AND S STREET
 HE0700'AT LEFT OF STATION, ON N SIDE OF BEACH STREET, AT INTERSECTION
 HE0700'WITH WESTERN STREET, 15 FEET N OF CENTER LINE OF BEACH STREET.
 HE0700'
 HE0700'REACHED FROM HOTEL TIOGA BY GOING W ON MAIN STREET 0.15 MILE
 HE0700'TO LAFAYETTE STREET.  GO N ON LAFAYETTE STREET FOR 0.25 MILE
 HE0700'TO END, THEN W 0.15 MILE TO W END OF PARK AND STATION ON N.
 HE0700'
 HE0700'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HE0700
 HE0700                          STATION RECOVERY (1964)
 HE0700
 HE0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE0700'THE STATION MARK, R.MS. 1 AND 2 AND AZIMUTH MARK WERE RECOVERED
 HE0700'IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO R.MS.
 HE0700'WERE VERIFIED.  THE STATION IS LOCATED AT THE CORNER OF NORTH
 HE0700'WESTERN AVENUE AND WEST CHESTNUT STREET.  THE STATION IS
 HE0700'73.0 FEET NORTH OF CENTERLINE OF WEST CHESTNUT STREET, 103.0
 HE0700'FEET NORTHEAST OF INTERSECTION OF CHESTNUT AND WESTERN AND 75.0
 HE0700'FEET EAST OF CENTER LINE OF WESTERN AVENUE.  THE STATION IS
 HE0700'STAMPED CHANUTE 1934 AND IS FLUSH WITH THE GROUND.
 HE0700'
 HE0700'R.M. NO 1 IS STAMPED CHANUTE NO 1 1934 AND IS 3 INCHES UNDER
 HE0700'THE SURFACE OF THE GROUND.  IT IS 35.0 FEET NORTH OF WEST
 HE0700'CHESTNUT STREET, 31.0 FEET WEST OF WESTERN AVENUE AND 12.8 FEET
 HE0700'NORTHEAST OF LIGHT POLE.
 HE0700'
 HE0700'R.M. 2 IS STAMPED CHANUTE NO 2 1934 AND IS FLUSH WITH THE
 HE0700'GROUND.  IT IS 43.0 FEET EAST OF CENTER LINE OF WESTERN
 HE0700'AVENUE, 6.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF SMALL
 HE0700'BUILDING AND 33.0 FEET NORTH-NORTHEAST OF 25 INCH ELM TREE.
 HE0700'
 HE0700'THE AZIMUTH MARK IS STAMPED CHANUTE AZI 1934 AND PROJECTS
 HE0700'ABOUT 1 FOOT.  IT IS 22.0 FEET NORTH OF INTERSECTION OF BEACH
 HE0700'STREET AND WESTERN AVENUE, 24.5 FEET EAST OF DRIVEWAY AND
 HE0700'45.0 FEET WEST OF TELEPHONE POLE 27.
 HE0700
 HE0700                          STATION RECOVERY (1973)
 HE0700
 HE0700'RECOVERY NOTE BY KS HIGHWAY COMM 1973 (JHB)
 HE0700'CHANUTE 1934 RECOVERED IN GOOD CONDITION.
 HE0700'
 HE0700'RM 1 AND 2 RECOVERED IN GOOD CONDITION.
 HE0700'
 HE0700'CHANUTE AZM 1934 RECOVERED IN GOOD CONDITION.
 HE0700'
 HE0700'DISTANCES TO RMS VERIFIED.
 HE0700'
 HE0700'A SOLID WOOD FENCE AROUND THE TENNIS COURTS BETWEEN STATION AND AZM
 HE0700'MARK RESTRICTS LINE OF SIGHT.
 HE0700'
 HE0700'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHANUTE.
 HE0700
 HE0700                          STATION RECOVERY (2000)
 HE0700
 HE0700'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 HE0700'RECOVERED IN GOOD CONDITION.
 HE0700
 HE0700                          STATION RECOVERY (2002)
 HE0700
 HE0700'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 HE0700'RECOVERED IN GOOD CONDITION.
 HE0700
 HE0700                          STATION RECOVERY (2006)
 HE0700
 HE0700'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2006 (KRH)
 HE0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0696 ***********************************************************************
 HE0696  DESIGNATION -  CHANUTE ASH GROVE CEMENT E STK
 HE0696  PID         -  HE0696
 HE0696  STATE/COUNTY-  KS/NEOSHO
 HE0696  USGS QUAD   -  CHANUTE (1984)
 HE0696
 HE0696                         *CURRENT SURVEY CONTROL
 HE0696  ___________________________________________________________________
 HE0696* NAD 83(1997)-  37 41 56.69170(N)    095 27 34.05089(W)     ADJUSTED  
 HE0696* NAVD 88     -                                                        
 HE0696  ___________________________________________________________________
 HE0696  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HE0696  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HE0696
 HE0696  HORZ ORDER  -  THIRD
 HE0696
 HE0696.The horizontal coordinates were established by classical geodetic methods
 HE0696.and adjusted by the National Geodetic Survey in October 1998..
 HE0696
 HE0696
 HE0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0696
 HE0696.The geoid height was determined by GEOID03.
 HE0696
 HE0696;                    North         East     Units Scale Factor Converg.
 HE0696;SPC KS S     -   518,953.674   668,083.031   MT  0.99994316   +1 52 06.6
 HE0696;UTM  15      - 4,175,275.141   283,169.796   MT  1.00017913   -1 30 16.5
 HE0696
 HE0696                          SUPERSEDED SURVEY CONTROL
 HE0696
 HE0696  NAD 83(1997)-  37 41 56.69592(N)    095 27 34.05072(W) AD(       ) 4
 HE0696  NAD 83(1986)-  37 41 56.69963(N)    095 27 34.03907(W) AD(       ) 4
 HE0696  NAD 27      -  37 41 56.53400(N)    095 27 33.10300(W) AD(       ) 3
 HE0696
 HE0696.Superseded values are not recommended for survey control.
 HE0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0696.See file dsdata.txt to determine how the superseded data were derived.
 HE0696
 HE0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8317075275(NAD 83)
 HE0696_MARKER: 63 = STACK
 HE0696
 HE0696  HISTORY     - Date     Condition        Report By
 HE0696  HISTORY     - 1940     FIRST OBSERVED   CGS
 HE0696  HISTORY     - 1953     GOOD             CGS
 HE0696  HISTORY     - 1964     GOOD             CGS
 HE0696  HISTORY     - 1969     GOOD             LOCSUR
 HE0696
 HE0696                          STATION DESCRIPTION
 HE0696
 HE0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE0696'STATION IS THE CENTER OF A LARGE CONCRETE SMOKE STACK AT THE ASH
 HE0696'GROVE LIME AND PORTLAND CEMENT COMPANY PLANT, 1 MILE N OF
 HE0696'CHANUTE.  THE STACK IS 300 FEET HIGH AND IS VERY CONSPICUOUS.
 HE0696
 HE0696                          STATION RECOVERY (1953)
 HE0696
 HE0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 HE0696'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION. DESCRIPTION
 HE0696'ADEQUATE.
 HE0696
 HE0696                          STATION RECOVERY (1964)
 HE0696
 HE0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE0696'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 HE0696'K.B.J. 1940 IS ADEQUATE WITH THE FOLLOWING ADDITIONS-
 HE0696'
 HE0696'THE STATION IS THE MOST EASTERLY OF TWO STACKS AT THE ASH GROVE
 HE0696'LIME AND PORTLAND CEMENT COMPANY.  THE SUPERINTENDENT OF THE
 HE0696'COMPANY INFORMED THIS PARTY THAT THE STATION WOULD BE TORN
 HE0696'DOWN WITHIN A YEAR.
 HE0696
 HE0696                          STATION RECOVERY (1969)
 HE0696
 HE0696'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 HE0696'RECOVERED BY WESTERN AIR MAP.
 HE0696'
 HE0696'STACK WAS TORN DOWN AND A NEW STACK WAS BUILT WEST OF THE
 HE0696'OLD ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0698 ***********************************************************************
 HE0698  DESIGNATION -  CHANUTE ASH GROVE CEMENT W STK
 HE0698  PID         -  HE0698
 HE0698  STATE/COUNTY-  KS/NEOSHO
 HE0698  USGS QUAD   -  CHANUTE (1984)
 HE0698
 HE0698                         *CURRENT SURVEY CONTROL
 HE0698  ___________________________________________________________________
 HE0698* NAD 83(1997)-  37 41 51.85922(N)    095 27 48.35176(W)     ADJUSTED  
 HE0698* NAVD 88     -                                                        
 HE0698  ___________________________________________________________________
 HE0698  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HE0698  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HE0698
 HE0698  HORZ ORDER  -  THIRD
 HE0698
 HE0698.The horizontal coordinates were established by classical geodetic methods
 HE0698.and adjusted by the National Geodetic Survey in October 1998..
 HE0698
 HE0698
 HE0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0698
 HE0698.The geoid height was determined by GEOID03.
 HE0698
 HE0698;                    North         East     Units Scale Factor Converg.
 HE0698;SPC KS S     -   518,793.357   667,737.756   MT  0.99994325   +1 51 57.8
 HE0698;UTM  15      - 4,175,135.385   282,815.603   MT  1.00018102   -1 30 25.1
 HE0698
 HE0698                          SUPERSEDED SURVEY CONTROL
 HE0698
 HE0698  NAD 83(1997)-  37 41 51.86324(N)    095 27 48.35149(W) AD(       ) 4
 HE0698  NAD 83(1986)-  37 41 51.86729(N)    095 27 48.33895(W) AD(       ) 4
 HE0698  NAD 27      -  37 41 51.70021(N)    095 27 47.41258(W) AD(       ) 3
 HE0698
 HE0698.Superseded values are not recommended for survey control.
 HE0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0698.See file dsdata.txt to determine how the superseded data were derived.
 HE0698
 HE0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8281675135(NAD 83)
 HE0698_MARKER: 63 = STACK
 HE0698
 HE0698  HISTORY     - Date     Condition        Report By
 HE0698  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0698
 HE0698                          STATION DESCRIPTION
 HE0698
 HE0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0698'THE STATION IS THE CENTER OF THE TOP OF A 300 FOOT HIGH, CONCRETE
 HE0698'STACK, LOCATED ABOUT 1 MILE NORTHWEST OF THE CENTER OF TOWN.
 HE0698'THIS IS THE TALLEST AND MOST WESTERLY ONE OF SEVERAL STACKS.
 HE0698'SOME OF THESE STACKS WILL BE RAZED IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0694 ***********************************************************************
 HE0694  DESIGNATION -  CHANUTE CABLE TV MAST
 HE0694  PID         -  HE0694
 HE0694  STATE/COUNTY-  KS/NEOSHO
 HE0694  USGS QUAD   -  CHANUTE (1984)
 HE0694
 HE0694                         *CURRENT SURVEY CONTROL
 HE0694  ___________________________________________________________________
 HE0694* NAD 83(1997)-  37 41 02.81805(N)    095 24 35.91725(W)     ADJUSTED  
 HE0694* NAVD 88     -                                                        
 HE0694  ___________________________________________________________________
 HE0694  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HE0694  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HE0694
 HE0694  HORZ ORDER  -  THIRD
 HE0694
 HE0694.The horizontal coordinates were established by classical geodetic methods
 HE0694.and adjusted by the National Geodetic Survey in October 1998..
 HE0694
 HE0694
 HE0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0694
 HE0694.The geoid height was determined by GEOID03.
 HE0694
 HE0694;                    North         East     Units Scale Factor Converg.
 HE0694;SPC KS S     -   517,437.149   672,499.246   MT  0.99994418   +1 53 56.1
 HE0694;UTM  15      - 4,173,501.022   287,490.106   MT  1.00015628   -1 28 25.6
 HE0694
 HE0694                          SUPERSEDED SURVEY CONTROL
 HE0694
 HE0694  NAD 83(1997)-  37 41 02.82216(N)    095 24 35.91691(W) AD(       ) 4
 HE0694  NAD 83(1986)-  37 41 02.82673(N)    095 24 35.90485(W) AD(       ) 4
 HE0694  NAD 27      -  37 41 02.66090(N)    095 24 34.97466(W) AD(       ) 3
 HE0694
 HE0694.Superseded values are not recommended for survey control.
 HE0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0694.See file dsdata.txt to determine how the superseded data were derived.
 HE0694
 HE0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8749073501(NAD 83)
 HE0694_MARKER: 42 = RADIO/TV MAST
 HE0694
 HE0694  HISTORY     - Date     Condition        Report By
 HE0694  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0694
 HE0694                          STATION DESCRIPTION
 HE0694
 HE0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0694'THE STATION IS THE CENTER OF THE TOP OF A 650 FOOT HIGH
 HE0694'STEEL MAST, LOCATED 2.3 MILES EAST OF THE POST OFFICE IN
 HE0694'CHANUTE, 0.1 MILE NORTH OF STATE HIGHWAY 39 AND 0.4 MILE
 HE0694'EAST OF THE NEOSHO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0699 ***********************************************************************
 HE0699  DESIGNATION -  CHANUTE GENERAL COM RADIO MAST
 HE0699  PID         -  HE0699
 HE0699  STATE/COUNTY-  KS/NEOSHO
 HE0699  USGS QUAD   -  CHANUTE (1984)
 HE0699
 HE0699                         *CURRENT SURVEY CONTROL
 HE0699  ___________________________________________________________________
 HE0699* NAD 83(1997)-  37 40 55.61937(N)    095 26 46.01535(W)     ADJUSTED  
 HE0699* NAVD 88     -                                                        
 HE0699  ___________________________________________________________________
 HE0699  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 HE0699  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HE0699
 HE0699  HORZ ORDER  -  THIRD
 HE0699
 HE0699.The horizontal coordinates were established by classical geodetic methods
 HE0699.and adjusted by the National Geodetic Survey in October 1998..
 HE0699
 HE0699
 HE0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0699
 HE0699.The geoid height was determined by GEOID03.
 HE0699
 HE0699;                    North         East     Units Scale Factor Converg.
 HE0699;SPC KS S     -   517,110.335   669,320.734   MT  0.99994432   +1 52 36.1
 HE0699;UTM  15      - 4,173,361.734   284,297.169   MT  1.00017312   -1 29 45.0
 HE0699
 HE0699                          SUPERSEDED SURVEY CONTROL
 HE0699
 HE0699  NAD 83(1997)-  37 40 55.62350(N)    095 26 46.01519(W) AD(       ) 4
 HE0699  NAD 83(1986)-  37 40 55.62796(N)    095 26 46.00259(W) AD(       ) 4
 HE0699  NAD 27      -  37 40 55.46422(N)    095 26 45.08347(W) AD(       ) 3
 HE0699
 HE0699.Superseded values are not recommended for survey control.
 HE0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0699.See file dsdata.txt to determine how the superseded data were derived.
 HE0699
 HE0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8429773362(NAD 83)
 HE0699_MARKER: 42 = RADIO/TV MAST
 HE0699
 HE0699  HISTORY     - Date     Condition        Report By
 HE0699  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0699
 HE0699                          STATION DESCRIPTION
 HE0699
 HE0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0699'THE STATION IS THE CENTER OF THE TOP OF A 250 FOOT HIGH
 HE0699'STEEL MAST, LOCATED ABOUT 300 FEET SOUTH OF EAST MAIN
 HE0699'STREET, 250 FEET NORTH OF ELM STREET AND STATE HIGHWAYS 39 AND
 HE0699'57 AND AT THE EAST EDGE OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0695 ***********************************************************************
 HE0695  DESIGNATION -  CHANUTE KAN HWY COMM RAD MAST
 HE0695  PID         -  HE0695
 HE0695  STATE/COUNTY-  KS/NEOSHO
 HE0695  USGS QUAD   -  CHANUTE (1984)
 HE0695
 HE0695                         *CURRENT SURVEY CONTROL
 HE0695  ___________________________________________________________________
 HE0695* NAD 83(1997)-  37 39 56.35306(N)    095 27 30.44364(W)     ADJUSTED  
 HE0695* NAVD 88     -                                                        
 HE0695  ___________________________________________________________________
 HE0695  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 HE0695  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HE0695
 HE0695  HORZ ORDER  -  THIRD
 HE0695
 HE0695.The horizontal coordinates were established by classical geodetic methods
 HE0695.and adjusted by the National Geodetic Survey in October 1998..
 HE0695
 HE0695
 HE0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0695
 HE0695.The geoid height was determined by GEOID03.
 HE0695
 HE0695;                    North         East     Units Scale Factor Converg.
 HE0695;SPC KS S     -   515,248.613   668,292.350   MT  0.99994554   +1 52 08.8
 HE0695;UTM  15      - 4,171,563.312   283,160.792   MT  1.00017918   -1 30 10.2
 HE0695
 HE0695                          SUPERSEDED SURVEY CONTROL
 HE0695
 HE0695  NAD 83(1997)-  37 39 56.35710(N)    095 27 30.44336(W) AD(       ) 4
 HE0695  NAD 83(1986)-  37 39 56.36184(N)    095 27 30.43070(W) AD(       ) 4
 HE0695  NAD 27      -  37 39 56.18746(N)    095 27 29.50746(W) AD(       ) 3
 HE0695
 HE0695.Superseded values are not recommended for survey control.
 HE0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0695.See file dsdata.txt to determine how the superseded data were derived.
 HE0695
 HE0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8316171563(NAD 83)
 HE0695_MARKER: 42 = RADIO/TV MAST
 HE0695
 HE0695  HISTORY     - Date     Condition        Report By
 HE0695  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0695
 HE0695                          STATION DESCRIPTION
 HE0695
 HE0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0695'STATION IS THE TOP CENTER OF THE MAST, 200 FEET HIGH, PAINTED
 HE0695'ALTERNATELY RED AND WHITE, MADE OF STRUCTURAL STEEL AND HAS
 HE0695'SEVERAL ANTENNAE NEAR THE TOP.  IT IS LOCATED ABOUT 1 MILE
 HE0695'SOUTH OF CHANUTE, 0.3 MILE WEST OF U.S. HIGHWAY 169, 0.1
 HE0695'MILE SOUTH OF FOURTEENTH ST. AND AT THE KANSAS HIGHWAY COMMISSION
 HE0695'AND HIGHWAY PATROL HEADQUARTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0701 ***********************************************************************
 HE0701  DESIGNATION -  CHANUTE MUNICIPAL AIRPORT BCN
 HE0701  PID         -  HE0701
 HE0701  STATE/COUNTY-  KS/NEOSHO
 HE0701  USGS QUAD   -  CHANUTE (1984)
 HE0701
 HE0701                         *CURRENT SURVEY CONTROL
 HE0701  ___________________________________________________________________
 HE0701* NAD 83(1997)-  37 40 27.99286(N)    095 29 20.79713(W)     ADJUSTED  
 HE0701* NAVD 88     -                                                        
 HE0701  ___________________________________________________________________
 HE0701  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HE0701  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HE0701
 HE0701  HORZ ORDER  -  THIRD
 HE0701
 HE0701.This mark is at Chanute Martn Johnson Airport (CNU)
 HE0701
 HE0701.The horizontal coordinates were established by classical geodetic methods
 HE0701.and adjusted by the National Geodetic Survey in October 1998..
 HE0701
 HE0701
 HE0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0701
 HE0701.The geoid height was determined by GEOID03.
 HE0701
 HE0701;                    North         East     Units Scale Factor Converg.
 HE0701;SPC KS S     -   516,135.761   665,557.856   MT  0.99994488   +1 51 01.0
 HE0701;UTM  15      - 4,172,610.018   280,482.568   MT  1.00019358   -1 31 18.8
 HE0701
 HE0701                          SUPERSEDED SURVEY CONTROL
 HE0701
 HE0701  NAD 83(1997)-  37 40 27.99716(N)    095 29 20.79672(W) AD(       ) 4
 HE0701  NAD 83(1986)-  37 40 28.00108(N)    095 29 20.78460(W) AD(       ) 4
 HE0701  NAD 27      -  37 40 27.83200(N)    095 29 19.84700(W) AD(       ) 3
 HE0701
 HE0701.Superseded values are not recommended for survey control.
 HE0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0701.See file dsdata.txt to determine how the superseded data were derived.
 HE0701
 HE0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8048372610(NAD 83)
 HE0701_MARKER: 21 = AIRPORT BEACON
 HE0701
 HE0701  HISTORY     - Date     Condition        Report By
 HE0701  HISTORY     - 1940     FIRST OBSERVED   CGS
 HE0701  HISTORY     - 1953     GOOD             CGS
 HE0701  HISTORY     - 1957     GOOD             CGS
 HE0701
 HE0701                          STATION DESCRIPTION
 HE0701
 HE0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE0701'STATION IS A LIGHTED AIRWAYS BEACON AT THE CHANUTE MUNICIPAL
 HE0701'AIRPORT, AND IS BEACON NO. 10 ON THE LINE FROM TULSA, OKLAHOMA
 HE0701'TO KANSAS CITY, MISSOURI.  THE LIGHT IS SET ON A STANDARD 50-
 HE0701'FOOT STEEL TOWER WHICH IS ORANGE IN COLOR.
 HE0701
 HE0701                          STATION RECOVERY (1953)
 HE0701
 HE0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 HE0701'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HE0701'DESCRIPTION ADEQUATE.
 HE0701
 HE0701                          STATION RECOVERY (1957)
 HE0701
 HE0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 HE0701'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1940 DESCRIPTION,
 HE0701'WHICH IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0697 ***********************************************************************
 HE0697  DESIGNATION -  CHANUTE N MUNICIPAL TANK
 HE0697  PID         -  HE0697
 HE0697  STATE/COUNTY-  KS/NEOSHO
 HE0697  USGS QUAD   -  CHANUTE (1984)
 HE0697
 HE0697                         *CURRENT SURVEY CONTROL
 HE0697  ___________________________________________________________________
 HE0697* NAD 83(1997)-  37 41 09.76706(N)    095 27 45.90660(W)     ADJUSTED  
 HE0697* NAVD 88     -                                                        
 HE0697  ___________________________________________________________________
 HE0697  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HE0697  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HE0697
 HE0697  HORZ ORDER  -  THIRD
 HE0697
 HE0697.The horizontal coordinates were established by classical geodetic methods
 HE0697.and adjusted by the National Geodetic Survey in October 1998..
 HE0697
 HE0697
 HE0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0697
 HE0697.The geoid height was determined by GEOID03.
 HE0697
 HE0697;                    North         East     Units Scale Factor Converg.
 HE0697;SPC KS S     -   517,498.337   667,839.886   MT  0.99994404   +1 51 59.3
 HE0697;UTM  15      - 4,173,836.291   282,841.373   MT  1.00018089   -1 30 22.2
 HE0697
 HE0697                          SUPERSEDED SURVEY CONTROL
 HE0697
 HE0697  NAD 83(1997)-  37 41 09.77133(N)    095 27 45.90638(W) AD(       ) 4
 HE0697  NAD 83(1986)-  37 41 09.77532(N)    095 27 45.89446(W) AD(       ) 4
 HE0697  NAD 27      -  37 41 09.60900(N)    095 27 44.95800(W) AD(       ) 3
 HE0697
 HE0697.Superseded values are not recommended for survey control.
 HE0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0697.See file dsdata.txt to determine how the superseded data were derived.
 HE0697
 HE0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8284173836(NAD 83)
 HE0697_MARKER: 53 = ELEVATED TANK
 HE0697
 HE0697  HISTORY     - Date     Condition        Report By
 HE0697  HISTORY     - 1940     FIRST OBSERVED   CGS
 HE0697  HISTORY     - 1953     GOOD             CGS
 HE0697  HISTORY     - 1957     GOOD             CGS
 HE0697  HISTORY     - 1964     GOOD             CGS
 HE0697
 HE0697                          STATION DESCRIPTION
 HE0697
 HE0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE0697'STATION IS THE BALL FINIAL ON THE CHANUTE MUNICIPAL WATER
 HE0697'TANK, WHICH IS LOCATED IN HIGHLAND PARK IN THE NW PART OF
 HE0697'TOWN.  THE TANK IS 150 FEET HIGH, PAINTED SILVER WITH THE NAME
 HE0697'CHANUTE LETTERED IN BLACK ON THE S SIDE.  THE TANK WAS BUILT
 HE0697'IN 1922.
 HE0697
 HE0697                          STATION RECOVERY (1953)
 HE0697
 HE0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFW)
 HE0697'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HE0697'DESCRIPTION ADEQUATE.
 HE0697
 HE0697                          STATION RECOVERY (1957)
 HE0697
 HE0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 HE0697'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1940 DESCRIPTION,
 HE0697'WHICH IS ADEQUATE FOR RECOVERY.
 HE0697
 HE0697                          STATION RECOVERY (1964)
 HE0697
 HE0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE0697'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE RECOVERY
 HE0697'NOTE BY K.B.J. 1940 IS ADEQUATE WITH THE FOLLOWING ADDITIONS.
 HE0697'
 HE0697'THE STATION IS A 6 LEGGED I BEAM TANK PAINTED SILVER WITH THE
 HE0697'NAME CHANUTE LETTERED ON TOP, SOUTH SIDE.  IT IS 111.5 FEET
 HE0697'EAST OF THE S.E. CORNER OF A ROCK PICNIC BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0702 ***********************************************************************
 HE0702  DESIGNATION -  CHANUTE S MUNICIPAL TANK
 HE0702  PID         -  HE0702
 HE0702  STATE/COUNTY-  KS/NEOSHO
 HE0702  USGS QUAD   -  CHANUTE (1984)
 HE0702
 HE0702                         *CURRENT SURVEY CONTROL
 HE0702  ___________________________________________________________________
 HE0702* NAD 83(1997)-  37 40 29.57706(N)    095 27 54.26903(W)     ADJUSTED  
 HE0702* NAVD 88     -                                                        
 HE0702  ___________________________________________________________________
 HE0702  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HE0702  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 HE0702
 HE0702  HORZ ORDER  -  THIRD
 HE0702
 HE0702.The horizontal coordinates were established by classical geodetic methods
 HE0702.and adjusted by the National Geodetic Survey in October 1998..
 HE0702
 HE0702
 HE0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0702
 HE0702.The geoid height was determined by GEOID03.
 HE0702
 HE0702;                    North         East     Units Scale Factor Converg.
 HE0702;SPC KS S     -   516,253.307   667,675.438   MT  0.99994485   +1 51 54.2
 HE0702;UTM  15      - 4,172,602.798   282,603.913   MT  1.00018216   -1 30 25.9
 HE0702
 HE0702                          SUPERSEDED SURVEY CONTROL
 HE0702
 HE0702  NAD 83(1997)-  37 40 29.58114(N)    095 27 54.26874(W) AD(       ) 4
 HE0702  NAD 83(1986)-  37 40 29.58572(N)    095 27 54.25605(W) AD(       ) 4
 HE0702  NAD 27      -  37 40 29.41515(N)    095 27 53.33225(W) AD(       ) 3
 HE0702
 HE0702.Superseded values are not recommended for survey control.
 HE0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0702.See file dsdata.txt to determine how the superseded data were derived.
 HE0702
 HE0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8260472603(NAD 83)
 HE0702_MARKER: 53 = ELEVATED TANK
 HE0702
 HE0702  HISTORY     - Date     Condition        Report By
 HE0702  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0702
 HE0702                          STATION DESCRIPTION
 HE0702
 HE0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0702'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT HIGH,
 HE0702'ELEVATED TANK, LOCATED ABOUT 100 FEET NORTHWEST OF THE
 HE0702'INTERSECTION OF WEST 7TH. STREET AND SOUTH WILSON AVENUE IN THE
 HE0702'SOUTHWEST PART OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0453 ***********************************************************************
 JF0453  DESIGNATION -  CHAP
 JF0453  PID         -  JF0453
 JF0453  STATE/COUNTY-  KS/DICKINSON
 JF0453  USGS QUAD   -  CHAPMAN (1979)
 JF0453
 JF0453                         *CURRENT SURVEY CONTROL
 JF0453  ___________________________________________________________________
 JF0453* NAD 83(1997)-  38 59 01.06746(N)    097 03 57.60659(W)     ADJUSTED  
 JF0453* NAVD 88     -       379.526  (meters)    1245.16   (feet)  ADJUSTED  
 JF0453  ___________________________________________________________________
 JF0453  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 JF0453  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 JF0453  DYNAMIC HT  -         379.262 (meters)    1244.30  (feet)  COMP
 JF0453  MODELED GRAV-     979,922.3   (mgal)                       NAVD 88
 JF0453
 JF0453  HORZ ORDER  -  SECOND
 JF0453  VERT ORDER  -  SECOND    CLASS 0
 JF0453
 JF0453.The horizontal coordinates were established by classical geodetic methods
 JF0453.and adjusted by the National Geodetic Survey in October 1998..
 JF0453
 JF0453.The orthometric height was determined by differential leveling
 JF0453.and adjusted by the National Geodetic Survey in June 1991..
 JF0453
 JF0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0453
 JF0453.The geoid height was determined by GEOID03.
 JF0453
 JF0453.The dynamic height is computed by dividing the NAVD 88
 JF0453.geopotential number by the normal gravity value computed on the
 JF0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0453.degrees latitude (g = 980.6199 gals.).
 JF0453
 JF0453.The modeled gravity was interpolated from observed gravity values.
 JF0453
 JF0453;                    North         East     Units Scale Factor Converg.
 JF0453;SPC KS N     -    72,607.178   480,923.491   MT  0.99996766   +0 35 27.4
 JF0453;UTM  14      - 4,316,738.923   667,513.580   MT  0.99994554   +1 13 01.0
 JF0453
 JF0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0453!SPC KS N     -   0.99994503  x   0.99996766  =   0.99991269
 JF0453!UTM  14      -   0.99994503  x   0.99994554  =   0.99989057
 JF0453
 JF0453|---------------------------------------------------------------------|
 JF0453| PID    Reference Object                     Distance      Geod. Az  |
 JF0453|                                                           dddmmss.s |
 JF0453| JF1260 CHAP RM 1                            22.470 METERS 09452     |
 JF0453| AI1700 CHAP AZ MK                                         2115836.8 |
 JF0453| JF1259 CHAP RM 2                            24.335 METERS 26654     |
 JF0453| CL4467 CHAP RP                              16.256 METERS 28215     |
 JF0453|---------------------------------------------------------------------|
 JF0453
 JF0453                          SUPERSEDED SURVEY CONTROL
 JF0453
 JF0453  NAD 83(1986)-  38 59 01.07487(N)    097 03 57.60645(W) AD(       ) 2
 JF0453  NAD 27      -  38 59 01.08110(N)    097 03 56.55680(W) AD(       ) 2
 JF0453  NGVD 29 (??/??/92)  379.423  (m)         1244.82   (f) ADJ UNCH    2 0
 JF0453
 JF0453.Superseded values are not recommended for survey control.
 JF0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0453.See file dsdata.txt to determine how the superseded data were derived.
 JF0453
 JF0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6751416739(NAD 83)
 JF0453_MARKER: DS = TRIANGULATION STATION DISK
 JF0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0453_STAMPING: CHAP 1961
 JF0453_MARK LOGO: CGS   
 JF0453_PROJECTION: RECESSED 20 CENTIMETERS
 JF0453_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0453+STABILITY: SURFACE MOTION
 JF0453
 JF0453  HISTORY     - Date     Condition        Report By
 JF0453  HISTORY     - 1961     MONUMENTED       CGS
 JF0453  HISTORY     - 1961     GOOD             CGS
 JF0453  HISTORY     - 19860621 GOOD             NGS
 JF0453
 JF0453                          STATION DESCRIPTION
 JF0453
 JF0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF0453'THE STATION MARK, A STANDARD DISK STAMPED CHAP 1961, IS SET IN THE
 JF0453'TOP OF A CONCRETE MONUMENT THAT IS 10-INCHES SQUARE AT THE TOP
 JF0453'AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 7.7 FEET NORTH OF
 JF0453'A METAL FENCE POST THAT IS BRACED IN EAST-WEST DIRECTIONS AND
 JF0453'BASED IN CONCRETE.
 JF0453'
 JF0453'REFERENCE MARK 1, A STANDARD DISK STAMPED CHAP NO 1 1961, IS
 JF0453'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10-INCHES SQUARE
 JF0453'AT THE TOP AND PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 2.0
 JF0453'FEET NORTH OF A BARBED WIRE FENCE.
 JF0453'
 JF0453'REFERENCE MARK 2, A STANDARD DISK STAMPED CHAP NO 2 1961, IS SET
 JF0453'IN THE TOP OF A CONCRETE MONUMENT THAT IS 10-INCHES SQUARE AT
 JF0453'THE TOP AND PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2.0 FEET
 JF0453'NORTH OF A BARBED WIRE FENCE.
 JF0453'
 JF0453'A REFERENCE POINT, CONSISTING OF A 6-INCH SQUARE METAL PLATE
 JF0453'EMBEDED IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES
 JF0453'SQUARE AT THE TOP AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JF0453'
 JF0453'THE AZIMUTH MARK, A STANDARD DISK STAMPED CHAP 1961, IS SET IN
 JF0453'A DRILL HOLE IN THE TOP AND NORTHEAST END OF THE NORTHEAST
 JF0453'RETAINING WALL OF THE OVERPASS OVER INTERSTATE HIGHWAY 70.  IT
 JF0453'IS 16.8 FEET EAST OF THE CENTER OF A BLACK-TOPPED ROAD, 4.0
 JF0453'FEET EAST OF A METAL GUARD RAIL, AND 1.2 FEET SOUTHWEST OF THE
 JF0453'NORTHEAST END OF THE RETAINING WALL.
 JF0453
 JF0453                          STATION RECOVERY (1961)
 JF0453
 JF0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JF0453'AT CHAPMAN.
 JF0453'AT SITE 550-2, ALONG THE SOUTH BOUNDARY FENCE, 7.7 FEET NORTH
 JF0453'FROM A METAL FENCE POST BRACED FROM THE EAST AND WEST DIRECTIONS,
 JF0453'SET IN A SQUARE TOPPED CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 JF0453'ABOVE GROUND.  ELEVATIONS ALSO CARRIED TO THE STATIONS REFERENCE
 JF0453'MARKS.  THE REFERENCE MARK ARE STANDARD REFERENCE MARK DISKS
 JF0453'SET IN SQUARE TOPPED CONCRETE POSTS THAT PROJECT 3-INCHES, NO.
 JF0453'1 BEING 73.72 FEET EAST FROM THE STATION MARK, 2 FEET NORTH FROM
 JF0453'THE BOUNDARY FENCE, STAMPED CHAP NO 1 1961, NO. 2 IS 79.84 FEET
 JF0453'WEST FROM THE STATION MARK, 2 FEET NORTH OF THE BOUNDARY FENCE
 JF0453'AND STAMPED CHAP NO. 2 1961.  ELEVATIONS WERE RUN TO THE MARKS
 JF0453'ON THE TOP OF THE SILO, BRONZE DISKS WITH FACES 3 INCHES IN
 JF0453'DIAMETER SET FLUSH IN THE SURFACE OF THE CONCRETE, ANS SITUATED
 JF0453'NEAR THE OUTER PERIPHERY OF THE CIRCULAR TOP OF THE SILO,
 JF0453'STAMPED, 550L2C2 (TO NORTH), 550L2C1 (SOUTH), 550L2D1 (WEST), AND
 JF0453'550L2D2 (EAST).
 JF0453
 JF0453                          STATION RECOVERY (1986)
 JF0453
 JF0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 JF0453'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 JF0453'WERE ALL RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK WAS SEARCHED
 JF0453'FOR BUT NOT FOUND.  THE DISTANCE AND DIRECTION TO RM 1 AGREED WITH
 JF0453'1961 DATA.  THE DISTANCE TO RM 2 AGREED WITH 1961 DATA BUT THE
 JF0453'DIRECTION WAS 3 MINUTES SMALLER.  THE UNDERGROUND MARK WAS NOT
 JF0453'INSPECTED.  THERE WAS NO ROUTING TO THE STATION IN THE ORIGINAL
 JF0453'DESCRIPTION, THEREFORE, A COMPLETE, NEW DESCRIPTION FOLLOWS.  THE
 JF0453'STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHWEST OF CHAPMAN, 1.2 KM
 JF0453'(0.75 MI) NORTH OF INTERSTATE HIGHWAY 70 AND AT THE SOUTHERN EDGE OF
 JF0453'AN OLD ABANDONED MISSILE SITE.  OWNERSHIP--U.S GOVERNMENT--. PROPERTY
 JF0453'IS UNDER A LONG TERM LEASE TO MR BILL MONEN, P.O BOX 636, CHAPMAN,
 JF0453'KANSAS 67431.  MR MONEN MUST BE CONTACTED PRIOR TO GOING TO THE
 JF0453'STATION.  HE WILL PROSECUTE THOSE WHO DONT FOR TRESPASSING.  TO REACH
 JF0453'THE STATION FROM THE CHAMPAN CITY HALL, GO WEST ON WEST FOURTH STREET
 JF0453'AND OLD U.S HIGHWAY 40 FOR 5.47 KM (3.40 MI) TO A PAVED ROAD ON THE
 JF0453'RIGHT.  TURN RIGHT AND GO NORTH FOR 2.41 KM (1.50 MI) TO AN OVERPASS
 JF0453'BRIDGE OVER INTERSTATE HIGHWAY 70 AND THE AZIMUTH MARK AT THE
 JF0453'NORTHEAST CORNER OF THE BRIDGE.  CONTINUE NORTH ON A PAVED ROAD FOR
 JF0453'1.77 KM (1.10 MI) TO A CURVE TO THE RIGHT.  CONTINUE EAST ON THE PAVED
 JF0453'ROAD FOR 0.64 KM (0.40 MI) TO A CABLED GATE ON THE RIGHT, AT THE END
 JF0453'OF THE PAVEMENT AND MR MONENS HOME.  GET MR MONENS PERMISSION AND THEN
 JF0453'TURN RIGHT, PASSING THROUGH THE GATES AND GO SOUTH ON AN ABANDONED
 JF0453'ROAD FOR 0.40 KM (0.25 MI) TO THE TOP OF THE HILL AND THE OLD SITE.
 JF0453'BEAR SOUTH-SOUTHEAST, DOWN THE SOUTHERN SLOPE FOR 0.08 KM (0.05 MI) TO
 JF0453'THE STATION, IN THE SOUTH FENCELINE OF THE OLD SITE AND AT AN ANGLE
 JF0453'IRON FENCE POST THAT IS BRACED BY ANGLE IRON ON ITS WEST AND EAST
 JF0453'SIDES.  THIS IS THE ONLY ANGLE IRON POST IN THE FENCE.  THE STATION IS
 JF0453'A STANDARD CGS DISK STAMPED---CHAP 1961---, 10.0 INCHES (25 CM) IN
 JF0453'DIAMETER, RECESSED 8 INCHES (20 CM) BELOW THE GROUND. THE STATION IS
 JF0453'LOCATED 2.99 METERS (9.81 FT) NORTHEAST FROM A WITNESS POST, 2.29
 JF0453'METERS (7.51 FT) NORTH FROM A BRACED, ANGLE IRON FENCE POST AND THE
 JF0453'EAST-WEST FENCE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 JF0453'STAMPED---CHAP NO 1 1961---, SET INTO THE TOP OF A SQUARE CONCRETE
 JF0453'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, RECESSED 14 INCHES (35 CM)
 JF0453'BELOW THE GROUND.  THE STATION IS LOCATED 22.56 METERS (74.02 FT) EAST
 JF0453'FROM THE BRACED, ANGLE IRON FENCE POST, 0.61 METERS (2.00 FT) NORTH
 JF0453'FROM THE EAST-WEST BARBED WIRE FENCE.  REFERENCE MARK NO 2 IS A
 JF0453'STANDARD CGS DISK STAMPED---CHAP NO 2 1961---, SET INTO THE TOP OF A
 JF0453'SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER, RECESSED 12
 JF0453'INCHES (30 CM) BELOW THE GROUND.  THE STATION IS LOCATED 24.32 METERS
 JF0453'(79.79 FT) WEST FROM THE BRACED, ANGLE IRON FENCE POST, 0.61 METERS
 JF0453'(2.00 FT) NORTH FROM THE EAST-WEST BARBED WIRE FENCE.  AZIMUTH MARK NO
 JF0453'1 IS A STANDARD CGS DISK STAMPED---CHAP 1961---, CEMENTED INTO A
 JF0453'DRILLED HOLE IN THE TOP OF THE NORTHEAST END OF THE NORTHEAST
 JF0453'RETAINING WALL OF THE BRIDGE.  THE STATION IS LOCATED 5.12 METERS
 JF0453'(16.80 FT) EAST FROM THE CENTERLINE OF THE ROAD, 1.22 METERS (4.00 FT)
 JF0453'EAST FROM THE METAL GUARD RAIL, 0.37 METERS (1.21 FT) SOUTHWEST FROM
 JF0453'THE NORTHEAST END OF THE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1489 ***********************************************************************
 JF1489  DESIGNATION -  CHAPMAN MUN STANDPIPE
 JF1489  PID         -  JF1489
 JF1489  STATE/COUNTY-  KS/DICKINSON
 JF1489  USGS QUAD   -  CHAPMAN (1979)
 JF1489
 JF1489                         *CURRENT SURVEY CONTROL
 JF1489  ___________________________________________________________________
 JF1489* NAD 83(1997)-  38 58 32.77187(N)    097 01 38.84272(W)     ADJUSTED  
 JF1489* NAVD 88     -                                                        
 JF1489  ___________________________________________________________________
 JF1489  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 JF1489  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 JF1489
 JF1489  HORZ ORDER  -  THIRD
 JF1489
 JF1489.The horizontal coordinates were established by classical geodetic methods
 JF1489.and adjusted by the National Geodetic Survey in October 1998..
 JF1489
 JF1489
 JF1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1489
 JF1489.The geoid height was determined by GEOID03.
 JF1489
 JF1489;                    North         East     Units Scale Factor Converg.
 JF1489;SPC KS N     -    71,769.846   484,272.397   MT  0.99996830   +0 36 55.2
 JF1489;UTM  14      - 4,315,938.233   670,871.381   MT  0.99995953   +1 14 27.6
 JF1489
 JF1489                          SUPERSEDED SURVEY CONTROL
 JF1489
 JF1489  NAD 83(1986)-  38 58 32.77873(N)    097 01 38.84200(W) AD(       ) 4
 JF1489  NAD 27      -  38 58 32.78439(N)    097 01 37.79453(W) AD(       ) 3
 JF1489
 JF1489.Superseded values are not recommended for survey control.
 JF1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1489.See file dsdata.txt to determine how the superseded data were derived.
 JF1489
 JF1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ7087115938(NAD 83)
 JF1489_MARKER: 52 = STANDPIPE TANK
 JF1489
 JF1489  HISTORY     - Date     Condition        Report By
 JF1489  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1489
 JF1489                          STATION DESCRIPTION
 JF1489
 JF1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1489'THE CHAPMAN MUNICIPAL STANDPIPE IS A METAL STANDPIPE, PAINTED
 JF1489'SILVER AND IS ABOUT 100 FEET HIGH.  IT IS LOCATED IN THE NORTHWEST
 JF1489'PART OF CHAPMAN.  THE POINT INTERSECTED WAS THE BALL ON TOP OF
 JF1489'THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0622 ***********************************************************************
 KH0622  DESIGNATION -  CHARDON
 KH0622  PID         -  KH0622
 KH0622  STATE/COUNTY-  KS/RAWLINS
 KH0622  USGS QUAD   -  CHARDON (1978)
 KH0622
 KH0622                         *CURRENT SURVEY CONTROL
 KH0622  ___________________________________________________________________
 KH0622* NAD 83(1997)-  39 39 16.87756(N)    101 03 23.81357(W)     ADJUSTED  
 KH0622* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 KH0622  ___________________________________________________________________
 KH0622  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 KH0622  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 KH0622
 KH0622  HORZ ORDER  -  THIRD
 KH0622
 KH0622.The horizontal coordinates were established by classical geodetic methods
 KH0622.and adjusted by the National Geodetic Survey in October 1998..
 KH0622
 KH0622.The orthometric height was scaled from a topographic map.
 KH0622
 KH0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0622
 KH0622.The geoid height was determined by GEOID03.
 KH0622
 KH0622;                    North         East     Units Scale Factor Converg.
 KH0622;SPC KS N     -   151,115.855   137,728.468   MT  0.99998166   -1 56 02.3
 KH0622;UTM  14      - 4,391,453.427   323,559.779   MT  0.99998329   -1 18 46.0
 KH0622
 KH0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0622!SPC KS N     -   0.99985315  x   0.99998166  =   0.99983482
 KH0622!UTM  14      -   0.99985315  x   0.99998329  =   0.99983645
 KH0622
 KH0622:                Primary Azimuth Mark                     Grid Az
 KH0622:SPC KS N     -  ATWOOD CENT KANS PWR LT CO MST           006 55 26.5
 KH0622:UTM  14      -  ATWOOD CENT KANS PWR LT CO MST           006 18 10.2
 KH0622
 KH0622|---------------------------------------------------------------------|
 KH0622| PID    Reference Object                     Distance      Geod. Az  |
 KH0622|                                                           dddmmss.s |
 KH0622| KH0616 ATWOOD CENT KANS PWR LT CO MST      APPROX.15.9 KM 0045924.2 |
 KH0622| CP6799 CHARDON RM 1                         13.180 METERS 04856     |
 KH0622| CP6800 CHARDON RM 2                         10.497 METERS 16726     |
 KH0622| CP6798 CHARDON AZ MK                                      1805318.5 |
 KH0622|---------------------------------------------------------------------|
 KH0622
 KH0622                          SUPERSEDED SURVEY CONTROL
 KH0622
 KH0622  NAD 83(1997)-  39 39 16.87925(N)    101 03 23.81531(W) AD(       ) 3
 KH0622  NAD 83(1986)-  39 39 16.87958(N)    101 03 23.81626(W) AD(       ) 3
 KH0622  NAD 27      -  39 39 16.87800(N)    101 03 22.24900(W) AD(       ) 3
 KH0622
 KH0622.Superseded values are not recommended for survey control.
 KH0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0622.See file dsdata.txt to determine how the superseded data were derived.
 KH0622
 KH0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2356091453(NAD 83)
 KH0622_MARKER: DS = TRIANGULATION STATION DISK
 KH0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0622
 KH0622  HISTORY     - Date     Condition        Report By
 KH0622  HISTORY     - 1951     MONUMENTED       CGS
 KH0622
 KH0622                          STATION DESCRIPTION
 KH0622
 KH0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0622'THE STATION IS LOCATED 17.5 MILES NORTH OF COLBY AND 11.0
 KH0622'MILES SOUTH OF ATWOOD.  IT IS ON THE ROAD RIGHT-OF-WAY, 69.0
 KH0622'FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 25, 62.0 FEET SOUTH
 KH0622'OF THE CENTER OF A GRAVELED ROAD AND 13.0 FEET SOUTH-SOUTHEAST
 KH0622'OF A WITNESS POST.  IT IS STAMPED CHARDON 1951 AND SET FLUSH WITH
 KH0622'THE SURFACE OF THE GROUND.
 KH0622'
 KH0622'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 60.0 FEET EAST
 KH0622'OF THE CENTER OF STATE HIGHWAY NO. 25 AND 30.0 FEET SOUTH OF
 KH0622'THE CENTER OF A GRAVELED ROAD.  IT IS STAMPED CHARDON NO 1 1951
 KH0622'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KH0622'
 KH0622'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY AND 78.0 FEET
 KH0622'EAST OF THE CENTER OF STATE HIGHWAY NO. 25.  IT IS STAMPED
 KH0622'CHARDON NO 2 1951 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KH0622'
 KH0622'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 66.96 FEET.
 KH0622'
 KH0622'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 48.0 FEET EAST OF
 KH0622'THE CENTER OF STATE HIGHWAY NO. 25, 2.5 FEET NORTH OF A POWERLINE
 KH0622'POLE AND 2.0 FEET EAST OF A WITNESS POST.  IT IS STAMPED CHARDON
 KH0622'1951 AND PROJECTS 3 INCHES.
 KH0622'
 KH0622'TO REACH THE STATION FROM THE POST OFFICE IN COLBY, GO WEST
 KH0622'ON FIFTH STREET FOR 0.5 MILE TO STATE HIGHWAY NO. 25, TURN
 KH0622'RIGHT AND GO NORTH ON STATE HIGHWAY NO. 25 FOR 17.0 MILES TO
 KH0622'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTH ON
 KH0622'STATE HIGHWAY NO. 25 FOR 0.35 TO CROSSROAD AND THE STATION
 KH0622'IN THE SOUTHEAST ANGLE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0986 ***********************************************************************
 HH0986  DESIGNATION -  CHARLESTON COOP GRAIN ELEV
 HH0986  PID         -  HH0986
 HH0986  STATE/COUNTY-  KS/GRAY
 HH0986  USGS QUAD   -  CHARLESTON (1968)
 HH0986
 HH0986                         *CURRENT SURVEY CONTROL
 HH0986  ___________________________________________________________________
 HH0986* NAD 83(1997)-  37 51 48.82171(N)    100 33 48.10073(W)     ADJUSTED  
 HH0986* NAVD 88     -                                                        
 HH0986  ___________________________________________________________________
 HH0986  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 HH0986  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 HH0986
 HH0986  HORZ ORDER  -  THIRD
 HH0986
 HH0986.The horizontal coordinates were established by classical geodetic methods
 HH0986.and adjusted by the National Geodetic Survey in October 1998..
 HH0986
 HH0986
 HH0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0986
 HH0986.The geoid height was determined by GEOID03.
 HH0986
 HH0986;                    North         East     Units Scale Factor Converg.
 HH0986;SPC KS S     -   534,845.840   218,461.019   MT  0.99993636   -1 16 04.8
 HH0986;UTM  14      - 4,191,828.771   362,482.892   MT  0.99983292   -0 57 35.0
 HH0986
 HH0986                          SUPERSEDED SURVEY CONTROL
 HH0986
 HH0986  NAD 83(1997)-  37 51 48.82757(N)    100 33 48.09884(W) AD(       ) 4
 HH0986  NAD 83(1986)-  37 51 48.82534(N)    100 33 48.09998(W) AD(       ) 4
 HH0986  NAD 27      -  37 51 48.76687(N)    100 33 46.50039(W) AD(       ) 3
 HH0986
 HH0986.Superseded values are not recommended for survey control.
 HH0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0986.See file dsdata.txt to determine how the superseded data were derived.
 HH0986
 HH0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG6248391829(NAD 83)
 HH0986_MARKER: 65 = GRAIN ELEVATOR
 HH0986
 HH0986  HISTORY     - Date     Condition        Report By
 HH0986  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0986
 HH0986                          STATION DESCRIPTION
 HH0986
 HH0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0986'THE STATION IS THE TOP CENTER OF THE VENTILATOR ON TOP OF THE SOUTH
 HH0986'AND HIGHEST ONE OF TWO HEAD HOUSES ON THE ELEVATOR.  THE ELEVATOR
 HH0986'IS WHITE, TRIMMED IN BLACK AT THE BASE AND THE BINS SET AT RIGHT
 HH0986'ANGLES TO EACH OTHER.
 HH0986'THE HEIGHT OF THE VENTILATOR IS 155 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0983 ***********************************************************************
 HH0983  DESIGNATION -  CHARLESTON RCAG SW TOWER
 HH0983  PID         -  HH0983
 HH0983  STATE/COUNTY-  KS/GRAY
 HH0983  USGS QUAD   -  PIERCEVILLE NE (1968)
 HH0983
 HH0983                         *CURRENT SURVEY CONTROL
 HH0983  ___________________________________________________________________
 HH0983* NAD 83(1997)-  37 53 08.68469(N)    100 34 20.68845(W)     ADJUSTED  
 HH0983* NAVD 88     -                                                        
 HH0983  ___________________________________________________________________
 HH0983  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 HH0983  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 HH0983
 HH0983  HORZ ORDER  -  THIRD
 HH0983
 HH0983.The horizontal coordinates were established by classical geodetic methods
 HH0983.and adjusted by the National Geodetic Survey in October 1998..
 HH0983
 HH0983
 HH0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0983
 HH0983.The geoid height was determined by GEOID03.
 HH0983
 HH0983;                    North         East     Units Scale Factor Converg.
 HH0983;SPC KS S     -   537,325.050   217,719.446   MT  0.99993607   -1 16 24.8
 HH0983;UTM  14      - 4,194,303.705   361,728.078   MT  0.99983548   -0 57 56.7
 HH0983
 HH0983                          SUPERSEDED SURVEY CONTROL
 HH0983
 HH0983  NAD 83(1997)-  37 53 08.69044(N)    100 34 20.68661(W) AD(       ) 4
 HH0983  NAD 83(1986)-  37 53 08.68836(N)    100 34 20.68799(W) AD(       ) 4
 HH0983  NAD 27      -  37 53 08.61052(N)    100 34 19.13767(W) AD(       ) 3
 HH0983
 HH0983.Superseded values are not recommended for survey control.
 HH0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0983.See file dsdata.txt to determine how the superseded data were derived.
 HH0983
 HH0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG6172894304(NAD 83)
 HH0983
 HH0983  HISTORY     - Date     Condition        Report By
 HH0983  HISTORY     - 1963     FIRST OBSERVED   CGS
 HH0983
 HH0983                          STATION DESCRIPTION
 HH0983
 HH0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 HH0983'THE STATION IS THE TOP CENTER OF THE SOUTHWEST ONE OF FOUR TOWERS,
 HH0983'LOCATED 1-1/2 MILES NORTH AND 1/2 MILE WEST OF CHARLESTON.  TOWER
 HH0983'HAS AN OVERALL HEIGHT OF 51 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0116 ***********************************************************************
 JG0116  DESIGNATION -  CHASE
 JG0116  PID         -  JG0116
 JG0116  STATE/COUNTY-  KS/RICE
 JG0116  USGS QUAD   -  CHASE (1970)
 JG0116
 JG0116                         *CURRENT SURVEY CONTROL
 JG0116  ___________________________________________________________________
 JG0116* NAD 83(1986)-  38 21 08.     (N)    098 20 58.     (W)     SCALED    
 JG0116* NAVD 88     -       523.860  (meters)    1718.70   (feet)  ADJUSTED  
 JG0116  ___________________________________________________________________
 JG0116  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 JG0116  DYNAMIC HT  -         523.468 (meters)    1717.41  (feet)  COMP
 JG0116  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 JG0116
 JG0116  VERT ORDER  -  SECOND    CLASS 0
 JG0116
 JG0116.The horizontal coordinates were scaled from a topographic map and have
 JG0116.an estimated accuracy of +/- 6 seconds.
 JG0116
 JG0116.The orthometric height was determined by differential leveling
 JG0116.and adjusted by the National Geodetic Survey in June 1991..
 JG0116
 JG0116.The geoid height was determined by GEOID03.
 JG0116
 JG0116.The dynamic height is computed by dividing the NAVD 88
 JG0116.geopotential number by the normal gravity value computed on the
 JG0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0116.degrees latitude (g = 980.6199 gals.).
 JG0116
 JG0116.The modeled gravity was interpolated from observed gravity values.
 JG0116
 JG0116;                    North         East    Units  Estimated Accuracy
 JG0116;SPC KS S     -   587,090.      413,160.      MT  (+/- 180 meters Scaled)
 JG0116
 JG0116                          SUPERSEDED SURVEY CONTROL
 JG0116
 JG0116  NGVD 29 (??/??/92)  523.720  (m)         1718.24   (f) ADJ UNCH    2 0
 JG0116
 JG0116.Superseded values are not recommended for survey control.
 JG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0116.See file dsdata.txt to determine how the superseded data were derived.
 JG0116
 JG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH568450(NAD 83)
 JG0116_MARKER: DB = BENCH MARK DISK
 JG0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0116_STAMPING: CHASE 1934
 JG0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0116+STABILITY: SURFACE MOTION
 JG0116
 JG0116  HISTORY     - Date     Condition        Report By
 JG0116  HISTORY     - 1934     MONUMENTED       CGS
 JG0116  HISTORY     - 1945     GOOD             NGS
 JG0116
 JG0116                          STATION DESCRIPTION
 JG0116
 JG0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JG0116'AT CHASE.
 JG0116'AT CHASE, RICE COUNTY, 250 FEET NORTHEAST OF THE ATCHISON,
 JG0116'TOPEKA AND SANTA FE RAILWAY STATION, 203 FEET NORTH OF THE
 JG0116'CENTERLINE OF THE MAIN TRACK, 46 FEET EAST OF MAIN STREET, AND
 JG0116'9 FEET WEST OF THE CORNER OF THE FARMERS UNION BUILDING.  A
 JG0116'STANDARD DISK, STAMPED CHASE 1934 AND SET IN THE TOP OF A CONCRETE
 JG0116'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1440 ***********************************************************************
 JF1440  DESIGNATION -  CHASE
 JF1440  PID         -  JF1440
 JF1440  STATE/COUNTY-  KS/CHASE
 JF1440  USGS QUAD   -  CASSODAY (1981)
 JF1440
 JF1440                         *CURRENT SURVEY CONTROL
 JF1440  ___________________________________________________________________
 JF1440* NAD 83(1997)-  38 05 14.78640(N)    096 41 46.52319(W)     ADJUSTED  
 JF1440* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 JF1440  ___________________________________________________________________
 JF1440  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 JF1440  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 JF1440
 JF1440  HORZ ORDER  -  FIRST
 JF1440
 JF1440.The horizontal coordinates were established by classical geodetic methods
 JF1440.and adjusted by the National Geodetic Survey in October 1998..
 JF1440
 JF1440.The orthometric height was scaled from a topographic map.
 JF1440
 JF1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1440
 JF1440.The geoid height was determined by GEOID03.
 JF1440
 JF1440;                    North         East     Units Scale Factor Converg.
 JF1440;SPC KS S     -   559,215.606   558,219.621   MT  0.99994029   +1 06 30.4
 JF1440;UTM  14      - 4,218,023.097   702,035.270   MT  1.00010274   +1 25 17.7
 JF1440
 JF1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1440!SPC KS S     -   0.99993119  x   0.99994029  =   0.99987148
 JF1440!UTM  14      -   0.99993119  x   1.00010274  =   1.00003392
 JF1440
 JF1440:                Primary Azimuth Mark                     Grid Az
 JF1440:SPC KS S     -  AMARILLO KANSAS CITY AWY BN 35           076 01 14.3
 JF1440:UTM  14      -  AMARILLO KANSAS CITY AWY BN 35           075 42 27.0
 JF1440
 JF1440|---------------------------------------------------------------------|
 JF1440| PID    Reference Object                     Distance      Geod. Az  |
 JF1440|                                                           dddmmss.s |
 JF1440| JF1410 AMARILLO KANSAS CITY AWY BN 35      APPROX.21.4 KM 0770744.7 |
 JF1440| CL4469 CHASE RM 1                          131.302 METERS 10300     |
 JF1440| JF1439 AMARILLO KANSAS CITY AWY BN 34      APPROX. 9.1 KM 1362551.6 |
 JF1440| HF1165 PHILLIPS PETROLEM CO TANK           APPROX.14.2 KM 1523013.0 |
 JF1440| HF1168 AIKMAN ATSF RR STANDPIPE            APPROX.11.0 KM 1735159.4 |
 JF1440| CL4468 CHASE AZ MK                                        1750658.9 |
 JF1440| HF1187 AMARILLO KANSAS CITY AWY BN 33      APPROX.16.1 KM 2092457.0 |
 JF1440| CL4470 CHASE RM 2                          126.212 METERS 21454     |
 JF1440| HF1196 AMARILLO KANSAS CITY AWY BN 32      APPROX.29.6 KM 2243358.4 |
 JF1440| JF1442 BURNS MUN WATER TANK                APPROX.16.8 KM 2722628.9 |
 JF1440|---------------------------------------------------------------------|
 JF1440
 JF1440                          SUPERSEDED SURVEY CONTROL
 JF1440
 JF1440  NAD 83(1997)-  38 05 14.79557(N)    096 41 46.51800(W) AD(       ) 1
 JF1440  NAD 83(1986)-  38 05 14.79723(N)    096 41 46.52134(W) AD(       ) 1
 JF1440  NAD 27      -  38 05 14.73343(N)    096 41 45.45583(W) AD(       ) 1
 JF1440
 JF1440.Superseded values are not recommended for survey control.
 JF1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1440.See file dsdata.txt to determine how the superseded data were derived.
 JF1440
 JF1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH0203518023(NAD 83)
 JF1440_MARKER: DS = TRIANGULATION STATION DISK
 JF1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1440_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1440
 JF1440  HISTORY     - Date     Condition        Report By
 JF1440  HISTORY     - 1935     MONUMENTED       CGS
 JF1440  HISTORY     - 1962     GOOD             CGS
 JF1440  HISTORY     - 1966     GOOD             CGS
 JF1440  HISTORY     - 1975     GOOD             NGS
 JF1440
 JF1440                          STATION DESCRIPTION
 JF1440
 JF1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1440'STATION IS ABOUT 3 MILES NORTH AND 3 MILES WEST OF CASSODAY,
 JF1440'IN THE SOUTHEAST QUARTER OF SECTION 31, T. 22 S., R. 7 E.,
 JF1440'ABOUT 200 YARDS NORTH OF THE CHASE-BUTLER COUNTY LINE.
 JF1440'
 JF1440'TO REACH FROM CASSODAY (MAIN STREETS), GO NORTH ON STATE
 JF1440'HIGHWAY 13 FOR 0.15 MILE, THENCE LEFT (WEST) JUST NORTH OF THE
 JF1440'SCHOOLHOUSE FOR 1.0 MILE, THENCE RIGHT (NORTH) AT CEMETERY FOR
 JF1440'2.0 MILES, THENCE LEFT (WEST) FOR 2.0 MILES, THENCE RIGHT (NORTH)
 JF1440'FOR 1.0 MILE.  TURN LEFT (WEST) ON DIM SECTION-LINE ROAD AND GO
 JF1440'0.05 MILE TO GATE ON RIGHT.  GO THROUGH GATE NORTH TO TOP OF
 JF1440'RIDGE AND STATION 0.05 MILE.  MARK IS 430 FEET WEST, 400 FEET
 JF1440'NORTH OF FENCE CORNER AND IS FLUSH WITH GROUND.
 JF1440'
 JF1440'REFERENCE MARK NO. 1 IS IN FENCE LINE EAST OF STATION, 33 FEET
 JF1440'WEST OF CENTER LINE OF ROAD, ABOUT 400 FEET NORTH OF FENCE CORNER
 JF1440'AND PROJECTS 8 INCHES.
 JF1440'
 JF1440'REFERENCE MARK NO. 2 IS IN FENCE LINE SOUTH OF STATION, 25 FEET
 JF1440'NORTH OF DIM SECTION-LINE ROAD, 250 FEET WEST OF GATE AND
 JF1440'PROJECTS 8 INCHES.
 JF1440'
 JF1440'AZIMUTH MARK IS REACHED BY GOING 0.05 MILE SOUTH TO GATE, THENCE
 JF1440'LEFT (EAST) 0.05 MILE, THENCE RIGHT (SOUTH) 1.0 MILE TO
 JF1440'CROSSROADS, AND MARK ON LEFT (EAST), NEAR FENCE CORNER.  MARK
 JF1440'IS 30 FEET EAST OF CENTER LINE OF NORTH-SOUTH ROAD, 33 FEET NORTH
 JF1440'OF CENTER LINE OF EAST-WEST ROAD, 10 FEET NORTH OF FENCE CORNER,
 JF1440'2 FEET WEST OF NORTH-SOUTH FENCE LINE, AND PROJECTS 8 INCHES.
 JF1440'
 JF1440'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 JF1440'DESCRIBED.
 JF1440'
 JF1440'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JF1440
 JF1440                          STATION RECOVERY (1962)
 JF1440
 JF1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 JF1440'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JF1440'DISTANCE TO REFERENCE MARK NO. 1 AND TO REFERENCE MARK NO. 2
 JF1440'WERE VERIFIED.
 JF1440'
 JF1440'THE STATION WAS OCCUPIED BY LIGHTKEEPER ONLY TO SHOW LIGHT FOR
 JF1440'CHECK ANGLE.
 JF1440'
 JF1440'FOLLOWING IS A NEW DESCRIPTION.
 JF1440'
 JF1440'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF CASSODAY, IN THE
 JF1440'SOUTHEAST QUARTER OF SECTION 31, T 22 S, R 7 E AND ABOUT 200
 JF1440'YARDS NORTH OF THE CHASE-BUTLER COUNTY LINE.
 JF1440'
 JF1440'TO REACH THE STATION FROM THE POST OFFICE IN CASSODAY, GO WEST
 JF1440'FOR 0.2 MILE TO STATE HIGHWAY 13.  TURN RIGHT, NORTH ON HIGHWAY 13
 JF1440'FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST FOR 1.0 MILE
 JF1440'TO A CROSSROAD AND A CEMETERY IN THE NORTHEAST ANGLE OF THE
 JF1440'CROSSROAD.  TURN RIGHT, NORTH ON A GRAVELED ROAD FOR 2.0 MILES TO
 JF1440'A SIDE ROAD ON THE LEFT.  TURN LEFT, WEST ON A GRAVELED ROAD
 JF1440'FOR 2.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 JF1440'NORTHEAST ANGLE OF THE INTERSECTION.  TURN RIGHT, NORTH ON A
 JF1440'GRAVELED ROAD FOR 1.0 MILE TO A DIM SECTION LINE ROAD ON THE
 JF1440'LEFT.  TURN LEFT, WEST ON THE DIM ROAD FOR 0.1 MILE TO A
 JF1440'GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO
 JF1440'0.1 MILE NORTH TO THE HIGHEST POINT ON THE HILL AND THE
 JF1440'STATION.
 JF1440'
 JF1440'STATION MARK, A STANDARD DISK STAMPED CHASE 1935, IS SET IN A
 JF1440'ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 JF1440'457 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 429 FEET WEST
 JF1440'OF A FENCE AND 340.5 FEET NORTH OF THE CENTER OF THE GATE.
 JF1440'
 JF1440'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHASE NO 1 1935,
 JF1440'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS
 JF1440'269 FEET NORTH OF THE CENTER OF THE DIM ROAD, 241 FEET NORTH
 JF1440'OF A CORNER FENCE POST, 28 FEET WEST OF THE CENTER OF THE
 JF1440'GRAVELED ROAD AND 1 FOOT WEST OF THE FENCE.  (NOTE 11B)
 JF1440'
 JF1440'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHASE NO 2 1935, IS
 JF1440'SET IN A ROUND CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS
 JF1440'219 FEET WEST OF THE CENTER OF THE GATE, 27 FEET NORTH OF THE
 JF1440'CENTER OF THE DIM ROAD AND 1 FOOT NORTH OF A FENCE.  (NOTE 11B)
 JF1440'
 JF1440'AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED CHASE 1935 AZI,
 JF1440'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 JF1440'IS 36 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 22 FEET
 JF1440'EAST OF THE CENTER OF THE GRAVELED ROAD AND 10 FEET NORTH OF A
 JF1440'CORNER FENCE POST.  (NOTE 16A)
 JF1440'
 JF1440'THE 1962 DISTANCE TO REFERENCE MARK NO. 1 IS 430.63 FEET.
 JF1440'
 JF1440'THE 1962 DISTANCE TO REFERENCE MARK NO. 2 IS 413.99 FEET.
 JF1440'
 JF1440'THE REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE WITH 7 KG.
 JF1440'TAPE TENSION.
 JF1440
 JF1440                          STATION RECOVERY (1966)
 JF1440
 JF1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JF1440'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1440'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1440'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DIRECTION TO
 JF1440'THE REFERENCE MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE
 JF1440'MARK NO. 1 MISSED THE 1935 MEASUREMENT BY 0.12 FEET.  THE
 JF1440'DISTANCE TO REFERENCE MARK NO. 2 MISSED THE 1935 MEASUREMENT BY
 JF1440'0.03 FEET.
 JF1440'
 JF1440'A REPORT WAS TURNED INTO THE KANSAS CITY OFFICE THAT A
 JF1440'DISCREPANCY WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK.  THE
 JF1440'DIRECTION WAS CHECKED AND THE ANGLE BETWEEN THE PHILLIPS
 JF1440'PETROLEUM CO. TANK, 1935 AND THE AZIMUTH MARK FAILED TO CHECK BY
 JF1440'36 MINUTES AND 39.5 SECONDS.
 JF1440'
 JF1440'FOLLOWING IS A NEW TO REACH FOR THE STATION AND ADDITIONAL NOTES
 JF1440'FOR THE AZIMUTH MARK.
 JF1440'
 JF1440'TO REACH THE STATION FROM THE JUNCTION OF STATION HIGHWAY 177
 JF1440'AND MAIN STREET IN CASSODAY, GO NORTH ON STATE HIGHWAY 177 FOR
 JF1440'0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED
 JF1440'ROAD (PASS OVER THE KANSAS TURNPIKE) FOR 1.0 MILES TO A CROSSROAD
 JF1440'AT THE SOUTHWEST CORNER OF A CEMETERY.  TURN RIGHT AND GO NORTH
 JF1440'ON A GRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT.
 JF1440'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 2.0 MILES TO A
 JF1440'SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK IN THE NORTHEAST
 JF1440'ANGLE.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.0
 JF1440'MILE TO SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A
 JF1440'BLADED ROAD FOR 0.1 MILE TO A WIRE GATE ON THE RIGHT.  PASS
 JF1440'THROUGH THE GATE AND GO NORTH THROUGH PASTURE FOR 0.1 MILE TO
 JF1440'THE TOP OF HILL AND THE STATION.
 JF1440'
 JF1440'THE AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF AN EAST-WEST
 JF1440'ROAD, 22 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 10 FEET
 JF1440'NORTH OF A CORNER FENCE POST, 1 FOOT WEST OF A FENCE, AND 1 FOOT
 JF1440'NORTH OF A METAL WITNESS POST.
 JF1440
 JF1440                          STATION RECOVERY (1975)
 JF1440
 JF1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JF1440'STATION, RM 1, RM 2 AND AZIMUTH MARKERS WERE RECOVERED AS DESCRIBED
 JF1440'AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0753 ***********************************************************************
 JG0753  DESIGNATION -  CHASE MUNICIPAL TANK
 JG0753  PID         -  JG0753
 JG0753  STATE/COUNTY-  KS/RICE
 JG0753  USGS QUAD   -  CHASE (1970)
 JG0753
 JG0753                         *CURRENT SURVEY CONTROL
 JG0753  ___________________________________________________________________
 JG0753* NAD 83(1997)-  38 21 17.56985(N)    098 20 55.96472(W)     ADJUSTED  
 JG0753* NAVD 88     -                                                        
 JG0753  ___________________________________________________________________
 JG0753  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 JG0753  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 JG0753
 JG0753  HORZ ORDER  -  THIRD
 JG0753
 JG0753.The horizontal coordinates were established by classical geodetic methods
 JG0753.and adjusted by the National Geodetic Survey in October 1998..
 JG0753
 JG0753
 JG0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0753
 JG0753.The geoid height was determined by GEOID03.
 JG0753
 JG0753;                    North         East     Units Scale Factor Converg.
 JG0753;SPC KS S     -   587,380.336   413,208.634   MT  0.99996497   +0 05 34.3
 JG0753;UTM  14      - 4,245,391.538   556,890.377   MT  0.99963986   +0 24 14.6
 JG0753
 JG0753                          SUPERSEDED SURVEY CONTROL
 JG0753
 JG0753  NAD 83(1986)-  38 21 17.57675(N)    098 20 55.96501(W) AD(       ) 4
 JG0753  NAD 27      -  38 21 17.54200(N)    098 20 54.65200(W) AD(       ) 3
 JG0753
 JG0753.Superseded values are not recommended for survey control.
 JG0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0753.See file dsdata.txt to determine how the superseded data were derived.
 JG0753
 JG0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5689045392(NAD 83)
 JG0753_MARKER: 53 = ELEVATED TANK
 JG0753
 JG0753  HISTORY     - Date     Condition        Report By
 JG0753  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0753
 JG0753                          STATION DESCRIPTION
 JG0753
 JG0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0753'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF CHASE,
 JG0753'ABOUT 1 BLOCK EAST OF THE MAIN STREET.
 JG0753'
 JG0753'THE TANK IS SUPPORTED BY FOUR STEEL TRUSS-WORK LEGS AND THE
 JG0753'ENTIRE STRUCTURE IS PAINTED SILVER.  IT IS ABOUT 125 FEET HIGH.
 JG0753'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0756 ***********************************************************************
 JG0756  DESIGNATION -  CHASE MUNICIPAL TANK
 JG0756  PID         -  JG0756
 JG0756  STATE/COUNTY-  KS/RICE
 JG0756  USGS QUAD   -  CHASE (1970)
 JG0756
 JG0756                         *CURRENT SURVEY CONTROL
 JG0756  ___________________________________________________________________
 JG0756* NAD 83(1997)-  38 21 17.56914(N)    098 20 55.95533(W)     ADJUSTED  
 JG0756* NAVD 88     -                                                        
 JG0756  ___________________________________________________________________
 JG0756  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 JG0756  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 JG0756
 JG0756  HORZ ORDER  -  THIRD
 JG0756
 JG0756.The horizontal coordinates were established by classical geodetic methods
 JG0756.and adjusted by the National Geodetic Survey in October 1998..
 JG0756
 JG0756
 JG0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0756
 JG0756.The geoid height was determined by GEOID03.
 JG0756
 JG0756;                    North         East     Units Scale Factor Converg.
 JG0756;SPC KS S     -   587,380.315   413,208.862   MT  0.99996497   +0 05 34.3
 JG0756;UTM  14      - 4,245,391.518   556,890.605   MT  0.99963986   +0 24 14.6
 JG0756
 JG0756                          SUPERSEDED SURVEY CONTROL
 JG0756
 JG0756  NAD 83(1986)-  38 21 17.57658(N)    098 20 55.95494(W) AD(       ) 4
 JG0756  NAD 27      -  38 21 17.53704(N)    098 20 54.71518(W) AD(       ) 3
 JG0756
 JG0756.Superseded values are not recommended for survey control.
 JG0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0756.See file dsdata.txt to determine how the superseded data were derived.
 JG0756
 JG0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5689145392(NAD 83)
 JG0756_MARKER: 53 = ELEVATED TANK
 JG0756
 JG0756  HISTORY     - Date     Condition        Report By
 JG0756  HISTORY     - 1967     FIRST OBSERVED   CGS
 JG0756
 JG0756                          STATION DESCRIPTION
 JG0756
 JG0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 JG0756'STATION IS LOCATED IN THE CENTRAL SECTION OF THE SMALL TOWN OF CHASE,
 JG0756'AT THE EAST END OF A VACANT LOT WHICH IS BETWEEN THE MAIN TOWN
 JG0756'STREET AND AN ALLEY.
 JG0756'
 JG0756'STATION IS A STEEL TANK WHICH HAS A CONICAL SHAPED ROOF, SUPPORTED
 JG0756'BY 4-STEEL DOUBLE I-BEAM STEEL LACED TYPE LEGS.
 JG0756'
 JG0756'TANK IS ABOUT 150 FEET IN HEIGHT, PAINTED SILVER IN COLOR AND HAS A
 JG0756'LIGHT AT THE TOP.
 JG0756'
 JG0756'POINT INTERSECTED, WAS THE LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0758 ***********************************************************************
 JG0758  DESIGNATION -  CHASE RESET
 JG0758  PID         -  JG0758
 JG0758  STATE/COUNTY-  KS/RICE
 JG0758  USGS QUAD   -  RAYMOND (1970)
 JG0758
 JG0758                         *CURRENT SURVEY CONTROL
 JG0758  ___________________________________________________________________
 JG0758* NAD 83(1997)-  38 20 43.48940(N)    098 25 28.01402(W)     ADJUSTED  
 JG0758* NAVD 88     -       548.3    (meters)    1799.     (feet)  VERTCON   
 JG0758  ___________________________________________________________________
 JG0758  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 JG0758  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 JG0758
 JG0758  HORZ ORDER  -  FIRST
 JG0758
 JG0758.The horizontal coordinates were established by classical geodetic methods
 JG0758.and adjusted by the National Geodetic Survey in October 1998..
 JG0758
 JG0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0758
 JG0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0758
 JG0758.The geoid height was determined by GEOID03.
 JG0758
 JG0758;                    North         East     Units Scale Factor Converg.
 JG0758;SPC KS S     -   586,321.502   406,604.402   MT  0.99996373   +0 02 47.1
 JG0758;SPC KS N     -     1,428.034   362,892.341   MT  1.00008064   -0 16 06.8
 JG0758;UTM  14      - 4,244,297.242   550,294.158   MT  0.99963115   +0 21 25.5
 JG0758
 JG0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0758!SPC KS S     -   0.99991816  x   0.99996373  =   0.99988189
 JG0758!SPC KS N     -   0.99991816  x   1.00008064  =   0.99999879
 JG0758!UTM  14      -   0.99991816  x   0.99963115  =   0.99954934
 JG0758
 JG0758:                Primary Azimuth Mark                     Grid Az
 JG0758:SPC KS S     -  CHASE MUNICIPAL TANK                     080 53 28.5
 JG0758:SPC KS N     -  CHASE MUNICIPAL TANK                     081 12 22.4
 JG0758:UTM  14      -  CHASE MUNICIPAL TANK                     080 34 50.1
 JG0758
 JG0758|---------------------------------------------------------------------|
 JG0758| PID    Reference Object                     Distance      Geod. Az  |
 JG0758|                                                           dddmmss.s |
 JG0758| JG0753 CHASE MUNICIPAL TANK                APPROX. 6.7 KM 0805615.6 |
 JG0758| CK8311 CHASE RM 3                           21.351 METERS 22315     |
 JG0758| CK8310 CHASE AZ MK RESET                                  3130109.3 |
 JG0758| CK8312 CHASE RM 4                           21.712 METERS 31627     |
 JG0758|---------------------------------------------------------------------|
 JG0758
 JG0758                          SUPERSEDED SURVEY CONTROL
 JG0758
 JG0758  NAD 83(1986)-  38 20 43.49683(N)    098 25 28.01403(W) AD(       ) 1
 JG0758  NAD 27      -  38 20 43.45400(N)    098 25 26.76400(W) AD(       ) 1
 JG0758  NGVD 29 (07/19/86)  548.2    (m)         1799.     (f) VERT ANG       
 JG0758
 JG0758.Superseded values are not recommended for survey control.
 JG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0758.See file dsdata.txt to determine how the superseded data were derived.
 JG0758
 JG0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5029444297(NAD 83)
 JG0758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JG0758_SETTING: 0 = UNSPECIFIED SETTING
 JG0758
 JG0758  HISTORY     - Date     Condition        Report By
 JG0758  HISTORY     - 1900     MONUMENTED       CGS
 JG0758  HISTORY     - 1934     GOOD             CGS
 JG0758  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JG0758  HISTORY     - 1953     GOOD             CGS
 JG0758
 JG0758                          STATION DESCRIPTION
 JG0758
 JG0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (ATM)
 JG0758'ABOUT 4 MILES WEST OF CHASE AND 4 MILES NORTH OF RAYMOND, IN THE
 JG0758'NW 1/4 SEC. 3, T. 20 S., R 10 W., OPPOSITE THE HOUSE OF C.J.
 JG0758'WOOD.  THE STATION IS MARKED BY AN OLD TYPE BRONZE STATION MARK
 JG0758'SET IN CONCRETE IN A 6-INCH DRAIN TILE.  THE FLANGE OF THE TILE
 JG0758'IS FLUSH WITH THE GROUND.  CAST IN THE BRONZE MARK IS A CROSS
 JG0758'INSTEAD OF A TRIANGLE.  IT IS SECURED IN THE CONCRETE BY A STEM
 JG0758'76 MILLIMETERS LONG.  TWO WITNESS MARKS, EACH CONSISTING OF A
 JG0758'4-INCH DRAIN TILE FILLED WITH CONCRETE, WITH A NAIL AT THE
 JG0758'CENTER OF THE TOP, ARE FLUSH WITH THE GROUND ABOUT 6 FEET FROM
 JG0758'THE STATION, ONE NORTH AND THE OTHER SOUTH.  THE FOLLOWING
 JG0758'DISTANCES AND BEARINGS ARE FROM THE STATION- NORTHEAST CORNER
 JG0758'OF MR. WOODS HOUSE, 66.65 METERS (218.7 FEET), S 53 DEG 43 MIN W,
 JG0758'FENCE ON EAST SIDE OF ROAD RUNNING NORTH AND SOUTH, 20.52
 JG0758'METERS (67.3 FEET), SECTION CORNER, 252.6 METERS (829 FEET),
 JG0758'N 07 DEG 14 MIN W.
 JG0758
 JG0758                          STATION RECOVERY (1934)
 JG0758
 JG0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0758'THE HEDGE FENCE ON THE EAST SIDE OF THE ROAD IS 67-3/10 FEET WEST
 JG0758'OF THE STATION.  MR. E.R. WOODS OF RAYMOND, KANSAS, WHO LIVES
 JG0758'IN THE HOUSE ACROSS THE ROAD, WEST, STATED THAT BOYS HAD
 JG0758'REMOVED THE BRONZE PLATE, AND THAT HE HIMSELF REMOVED THE CENTRAL
 JG0758'MARK.  BOTH WITNESS MARKS WERE UNCOVERED IN GOOD CONDITION.
 JG0758'THEY ARE 12.4 FEET APART.  A PIT WAS DUG 2-1/2 FEET DEEP FOR A
 JG0758'CENTRAL MARK, BUT NOTHING WAS UNCOVERED.
 JG0758
 JG0758                          STATION RECOVERY (1935)
 JG0758
 JG0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 JG0758'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 JG0758'MARKS OF 1902 WERE DESTROYED.  THE OWNER OF THE PROPERTY MR. E.R.
 JG0758'WOOD, HAD REMOVED THE OLD SURFACE MARK AND DID NOT WANT ANOTHER TO
 JG0758'INTERFERE WITH CULTIVATION.  THE STATION WAS RE-MARKED AS FOLLOWS-
 JG0758'THE UNDERGROUND MARK, A BOTTLE, WAS SET IN CEMENT AT 3 FEET BELOW
 JG0758'THE SURFACE OF THE GROUND, THEN A STANDARD STATION TABLET WAS
 JG0758'SET IN CEMENT WITH ITS TOP 2 FEET BELOW THE SURFACE OF THE
 JG0758'GROUND, THEN A LAYER OF DIRT 7 INCHES THICK, THEN A MASS OF
 JG0758'CONCRETE WITH TABLET 12 INCHES BELOW THE SURFACE OF THE
 JG0758'GROUND.
 JG0758'
 JG0758'TO REACH FROM LYONS, GO WEST THROUGH SOUTH SIDE OF CHASE TO
 JG0758'CROSSROADS 4 MILES WEST OF CHASE, TURN SOUTH AND GO TO THE FIRST
 JG0758'HOUSE, HOME OF MR. E.R. WOOD ON THE WEST SIDE OF THE ROAD.
 JG0758'
 JG0758'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JG0758'DISKS SET IN CONCRETE AS DESCRIBED.
 JG0758'ALL MARKS ARE STAMPED WITH NAME AND DATE.
 JG0758'
 JG0758'REFERENCE MARK NO. 1 IS JUST WEST OF NORTH-SOUTH FENCE LINE ON
 JG0758'THE EAST SIDE OF THE ROAD FROM RAYMOND NORTH TO STATE HIGHWAY
 JG0758'96, AND 14 FEET WEST OF A METAL GRAIN BIN.
 JG0758'
 JG0758'REFERENCE MARK NO. 2 IS JUST EAST OF NORTH-SOUTH FENCE LINE
 JG0758'ON THE EAST SIDE OF THE ROAD.  AZIMUTH AND DISTANCE FROM REFERENCE
 JG0758'MARK NO. 2 TO REFERENCE MARK NO. 1 IS S 00 DEG 14 MIN E,
 JG0758'45.48 METERS (149.20 FEET).
 JG0758'
 JG0758'REFERENCE MARK NO. 3 IS 0.2 MILE FROM THE STATION AT THE JUNCTION
 JG0758'OF STATE HIGHWAY 96 AND GRAVEL ROAD SOUTH TO RAYMOND, IN CORNER OF
 JG0758'FENCE SOUTH OF STATE HIGHWAY 96 AND WEST OF SOUTH ROAD.
 JG0758'
 JG0758'THE BEARINGS AND DISTANCES FROM THE STATION TO CERTAIN POINTS
 JG0758'ARE- TO LYONS SALT WORKS TOWER (1900), S 86 DEG 42 MIN E,
 JG0758'TO REFERENCE MARK NO. 1, S 21 DEG 51 MIN W, 52.765 METERS
 JG0758'(173.10 FEET), TO THE NORTHEAST CORNER OF MR. WOODS HOUSE, S 53 DEG
 JG0758'42 MIN W, 66.65 METERS (218.7 FEET), TO REFERENCE MARK
 JG0758'NO. 2, S 80 DEG 00 MIN W, 20.15 METERS (66.11 FEET), TO
 JG0758'REFERENCE MARK NO. 3, AZIMUTH MARK, N 05 DEG 27 MIN W,
 JG0758'MILE.
 JG0758
 JG0758                          STATION RECOVERY (1953)
 JG0758
 JG0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0758'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JG0758'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND IN AN
 JG0758'UNSTABLE CONDITION.  REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED,
 JG0758'AND NO. 1 AND NO. 2 DESTROYED.  AN AZIMUTH MARK WAS ESTABLISHED.
 JG0758'DESCRIPTION FOLLOWS-
 JG0758'
 JG0758'THE STATION IS LOCATED ABOUT 4 MILES WEST OF CHASE, NEAR THE WEST
 JG0758'EDGE OF A CULTIVATED FIELD, ON PROPERTY OWNED BY BERTHA PROFFITT
 JG0758'OF HUTCHISON, 169 FEET NORTH-NORTHEAST OF A GRAIN STORAGE BIN, 95
 JG0758'FEET EAST OF THE CENTER OF A GRADED DIRT ROAD, 74 FEET NORTHEAST
 JG0758'OF A 4 IN X 4 IN WITNESS POST, 52 FEET EAST OF A WIRE FENCE AND A
 JG0758'TELEPHONE POLE.
 JG0758'
 JG0758'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 JG0758'U.S. HIGHWAY NO. 50 N IN CHASE, GO WEST ON NO. 50 N FOR 4.0
 JG0758'MILES, THEN LEFT, SOUTH, ON THE ROAD TO RAYMOND FOR 0.15 MILE
 JG0758'TO THE STATION ON THE LEFT.  THE STATION WAS MARKED BY E.R.M.
 JG0758'IN 1935 AND DESCRIBED AS FOLLOWS- THE UNDERGROUND MARK, A
 JG0758'BOTTLE, WAS SET IN CEMENT AT 3 FEET BELOW THE SURFACE OF THE
 JG0758'GROUND, THEN A STANDARD STATION TABLET WAS SET IN CEMENT WITH
 JG0758'ITS TOP 2 FEET BELOW THE SURFACE OF THE GROUND, THEN A LAYER
 JG0758'OF DIRT 7 INCHES THICK, THEN A MASS OF CONCRETE WITH TABLET
 JG0758'12 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS
 JG0758'STAMPED CHASE 1900.
 JG0758'
 JG0758'REFERENCE MARK NO. 3 IS 40 FEET EAST OF THE CENTER OF THE ROAD, 3.5
 JG0758'FEET NORTH OF THE 4 IN X 4 IN WITNESS POST, AND 1 FOOT EAST OF THE
 JG0758'WIRE FENCE.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED CHASE
 JG0758'NO 3 1900.
 JG0758'
 JG0758'REFERENCE MARK NO. 4 IS 40 FEET EAST OF THE CENTER OF THE ROAD,
 JG0758'AT THE WEST EDGE OF THE CULTIVATED FIELD, AND IN THE NORTH-SOUTH
 JG0758'FENCE LINE.  IT PROJECTS 2 INCHES, AND THE DISK IS STAMPED CHASE
 JG0758'NO 4 1900.
 JG0758'
 JG0758'THE AZIMUTH MARK IS 0.15 MILE WEST OF THE GRADED DIRT ROAD TO
 JG0758'RAYMOND, 57 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 50 N,
 JG0758'24 FEET EAST OF A POWER LINE POLE, 2.5 FEET EAST OF A 4 IN X 4 IN
 JG0758'WITNESS POST, AND AT THE SOUTH EDGE OF A CULTIVATED FIELD.  IT
 JG0758'PROJECTS 5 INCHES, AND THE DISK IS STAMPED CHASE 1900 RESET
 JG0758'1952.
 JG0758'
 JG0758'HEIGHT OF LIGHT- 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1442 ***********************************************************************
 HF1442  DESIGNATION -  CHENEY
 HF1442  PID         -  HF1442
 HF1442  STATE/COUNTY-  KS/KINGMAN
 HF1442  USGS QUAD   -  CHENEY (1982)
 HF1442
 HF1442                         *CURRENT SURVEY CONTROL
 HF1442  ___________________________________________________________________
 HF1442* NAD 83(1997)-  37 40 37.54586(N)    097 49 57.53452(W)     ADJUSTED  
 HF1442* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 HF1442  ___________________________________________________________________
 HF1442  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 HF1442  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 HF1442
 HF1442  HORZ ORDER  -  FIRST
 HF1442
 HF1442.The horizontal coordinates were established by classical geodetic methods
 HF1442.and adjusted by the National Geodetic Survey in October 1998..
 HF1442
 HF1442.The orthometric height was scaled from a topographic map.
 HF1442
 HF1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1442
 HF1442.The geoid height was determined by GEOID03.
 HF1442
 HF1442;                    North         East     Units Scale Factor Converg.
 HF1442;SPC KS S     -   512,352.691   458,867.446   MT  0.99994468   +0 24 36.4
 HF1442;UTM  14      - 4,170,630.143   602,939.925   MT  0.99973052   +0 42 48.8
 HF1442
 HF1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1442!SPC KS S     -   0.99993272  x   0.99994468  =   0.99987741
 HF1442!UTM  14      -   0.99993272  x   0.99973052  =   0.99966326
 HF1442
 HF1442:                Primary Azimuth Mark                     Grid Az
 HF1442:SPC KS S     -  PRETTY PRAIRIE RESET                     304 02 27.2
 HF1442:UTM  14      -  PRETTY PRAIRIE RESET                     303 44 14.8
 HF1442
 HF1442|---------------------------------------------------------------------|
 HF1442| PID    Reference Object                     Distance      Geod. Az  |
 HF1442|                                                           dddmmss.s |
 HF1442| HG0009 PRETTY PRAIRIE RESET                APPROX.18.5 KM 3042703.6 |
 HF1442|---------------------------------------------------------------------|
 HF1442
 HF1442                          SUPERSEDED SURVEY CONTROL
 HF1442
 HF1442  NAD 83(1997)-  37 40 37.55179(N)    097 49 57.53494(W) AD(       ) 1
 HF1442  NAD 83(1986)-  37 40 37.55437(N)    097 49 57.53296(W) AD(       ) 1
 HF1442  NAD 27      -  37 40 37.50400(N)    097 49 56.34800(W) AD(       ) 1
 HF1442
 HF1442.Superseded values are not recommended for survey control.
 HF1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1442.See file dsdata.txt to determine how the superseded data were derived.
 HF1442
 HF1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0294070630(NAD 83)
 HF1442_MARKER: DD = SURVEY DISK
 HF1442_SETTING: 0 = UNSPECIFIED SETTING
 HF1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1442
 HF1442  HISTORY     - Date     Condition        Report By
 HF1442  HISTORY     - 1901     MONUMENTED       CGS
 HF1442  HISTORY     - 1934     MARK NOT FOUND   CGS
 HF1442  HISTORY     - 1935     MARK NOT FOUND   CGS
 HF1442  HISTORY     - 1940     MARK NOT FOUND   CGS
 HF1442
 HF1442                          STATION DESCRIPTION
 HF1442
 HF1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (ATM)
 HF1442'STATION IS IN THE SE 1/4 SECTION 26, T 27 S, R 5 W, ON OPEN
 HF1442'PRAIRIE 200 YARDS NE OF A SCHOOLHOUSE.
 HF1442'
 HF1442'THE SURFACE AND UNDERGROUND MARKS ARE OLD TYPE BRONZE STATION
 HF1442'MARKS, SET IN CONCRETE IN A 6-INCH DRAIN TILE.  THE FLANGE OF
 HF1442'THE SURFACE MARK TILE IS FLUSH WITH THE GROUND.  TWO WITNESS
 HF1442'MARKS, EACH CONSISTING OF A 4-INCH DRAIN TILE FILLED WITH
 HF1442'CONCRETE, WITH A NAIL AT THE CENTER OF THE TOP, ARE FLUSH WITH
 HF1442'THE GROUND, ONE N AND THE OTHER S FROM THE STATION.
 HF1442
 HF1442                          STATION RECOVERY (1934)
 HF1442
 HF1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HF1442'STATION NOT RECOVERED ON THIS DATE.  ON A HIGH HILL IN THE SE
 HF1442'1/4 SECTION 26, T 27 S, R 5 W.  ON CULTIVATED LAND ABOUT 200
 HF1442'YARDS NE OF A SCHOOLHOUSE, ON LAND OWNED BY JOHN CLINKER OF
 HF1442'CHENEY.  W.S. FANCLER, WHO LIVES 3 MILES N AND 4-1/2 MILES
 HF1442'W OF CHENEY, SAYS THAT ONE OF THE JUST BROTHERS (OTTO AND
 HF1442'WILLIAM) REMOVED THE MARKS IN ORDER TO FARM OVER THEM.  NO MARKS
 HF1442'OR DEPRESSIONS WERE NOTED WHICH WOULD INDICATE THE
 HF1442'LOCATION OF THE STATION.
 HF1442
 HF1442                          STATION RECOVERY (1935)
 HF1442
 HF1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 HF1442'THIS STATION SEARCHED FOR, BUT NOT RECOVERED.  IT WAS REPORTED
 HF1442'THAT THE SURFACE MARKS WERE TAKEN OUT MANY YEARS AGO.  THE
 HF1442'SCHOOLHOUSE DESCRIBED AS A WITNESS, WAS RECOVERED, AND THE
 HF1442'PRESCRIBED DISTANCE, 200 YARDS NE INDICATES THAT THE STATION WAS
 HF1442'ON THE HIGHEST PART OF REFERENCES TO LOCATE POINT EVEN
 HF1442'APPROXIMATELY, AND THE FACT THAT THE REFERENCES TO LOCATE EVEN
 HF1442'APPROXIMATELY, AND THE FACT THAT THE GROUND WAS VERY DRY AND
 HF1442'HARD, DIGGING WAS ALMOST USELESS.  PROPERTY OWNED BY MR. JOHN
 HF1442'CLINKER WHO LIVES IN VILLAGE OF CHENEY, AND OCCUPIED BY MR.
 HF1442'W.S. FANCLER.
 HF1442'
 HF1442'IT IS THOUGHT THAT THIS STATION UNDERGROUND MARK IS STILL IN
 HF1442'THE ORIGINAL LOCATION, BUT CAN ONLY BE RECOVERED BY EXTENSIVE
 HF1442'DIGGING OR THE LOCATION OF ANOTHER STATION NEARBY.  TO REACH
 HF1442'THIS POINT, GO TO JUNCTION OF HIGHWAYS 54 AND 17, FROM THERE
 HF1442'GO E ON HIGHWAY 54 FOR 6.1 MILES TO CROSSROADS, TURN N AND GO
 HF1442'1 MILE TO FARMHOUSE, TURN W AND GO 0.5 MILE TO SCHOOLHOUSE.
 HF1442'IF A NEW STATION IS LOCATED THERE, IT SHOULD BE IN NE CORNER OF
 HF1442'SCHOOLHOUSE GROUNDS.
 HF1442
 HF1442                          STATION RECOVERY (1940)
 HF1442
 HF1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1442'ALL SURFACE MARKS HAVE BEEN DESTROYED.  THE SUBSURFACE MARK
 HF1442'WAS RECOVERED BY MEASURED DISTANCE AND DIRECTION FROM STATION
 HF1442'KLINKER 1940 WHICH WAS ESTABLISHED ON THE SCHOOL GROUNDS NEAR
 HF1442'STATION CHENEY.  THE SUBSURFACE MARK, THE TOP OF A BURIED JUG,
 HF1442'WAS LEFT IN PLACE AND A NEW MARK, A STANDARD BRONZE DISK SET
 HF1442'IN CONCRETE, WAS ESTABLISHED OVER IT,
 HF1442'AND 14 INCHES BELOW GROUND LEVEL.  THE DISK IS STAMPED CHENEY
 HF1442'1901.  NO NEW REFERENCE MARKS WERE ESTABLISHED AS THE STATION
 HF1442'IS LOCATED IN A CULTIVATED FIELD.  CONNECTION WAS MADE TO
 HF1442'STATION KLINKER 1940.
 HF1442'
 HF1442'TO REACH THE STATION FROM THE CITY HALL IN CHENEY, GO N ON
 HF1442'PAVED ROAD FOR 2.25 MILES TO JUNCTION WITH U.S. HIGHWAY 54,
 HF1442'TURN LEFT AND GO W 2.4 MILES TO SIDE ROAD RIGHT AND GO N 1.0
 HF1442'MILE TO A CROSS ROAD, TURN LEFT, W, AND GO 0.45 MILE TO A WHITE
 HF1442'SCHOOLHOUSE AND STATION KLINKER 1940.  STATION CHENEY 1901 IS
 HF1442'188.276 METERS NE OF STATION KLINKER 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1446 ***********************************************************************
 HF1446  DESIGNATION -  CHENEY CO LT PWR E RAD MAST
 HF1446  PID         -  HF1446
 HF1446  STATE/COUNTY-  KS/SEDGWICK
 HF1446  USGS QUAD   -  CHENEY (1982)
 HF1446
 HF1446                         *CURRENT SURVEY CONTROL
 HF1446  ___________________________________________________________________
 HF1446* NAD 83(1997)-  37 37 38.25711(N)    097 46 49.52036(W)     ADJUSTED  
 HF1446* NAVD 88     -                                                        
 HF1446  ___________________________________________________________________
 HF1446  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 HF1446  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 HF1446
 HF1446  HORZ ORDER  -  THIRD
 HF1446
 HF1446.The horizontal coordinates were established by classical geodetic methods
 HF1446.and adjusted by the National Geodetic Survey in October 1998..
 HF1446
 HF1446
 HF1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1446
 HF1446.The geoid height was determined by GEOID03.
 HF1446
 HF1446;                    North         East     Units Scale Factor Converg.
 HF1446;SPC KS S     -   506,859.849   463,516.914   MT  0.99994869   +0 26 31.9
 HF1446;UTM  14      - 4,165,163.111   607,617.389   MT  0.99974265   +0 44 40.7
 HF1446
 HF1446                          SUPERSEDED SURVEY CONTROL
 HF1446
 HF1446  NAD 83(1997)-  37 37 38.26374(N)    097 46 49.52058(W) AD(       ) 4
 HF1446  NAD 83(1986)-  37 37 38.26632(N)    097 46 49.51777(W) AD(       ) 4
 HF1446  NAD 27      -  37 37 38.21350(N)    097 46 48.33807(W) AD(       ) 3
 HF1446
 HF1446.Superseded values are not recommended for survey control.
 HF1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1446.See file dsdata.txt to determine how the superseded data were derived.
 HF1446
 HF1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0761765163(NAD 83)
 HF1446_MARKER: 42 = RADIO/TV MAST
 HF1446
 HF1446  HISTORY     - Date     Condition        Report By
 HF1446  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1446  HISTORY     - 1962     GOOD             CGS
 HF1446
 HF1446                          STATION DESCRIPTION
 HF1446
 HF1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1446'THE STATION IS LOCATED IN THE WEST CENTER PART OF CHENEY.
 HF1446'THE MAST IS OF STEEL CONSTRUCTION, PAINTED RED AND WHITE,
 HF1446'189 FEET HIGH.  THE TOP OF THE MAST WAS INTERSECTED.
 HF1446
 HF1446                          STATION RECOVERY (1962)
 HF1446
 HF1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1446'THE 1957 DESCRIPTION IS ADEQUATE.  THE RED LIGHT ATOP THE
 HF1446'MAST WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1441 ***********************************************************************
 HF1441  DESIGNATION -  CHENEY CO LT PWR W RAD MAST
 HF1441  PID         -  HF1441
 HF1441  STATE/COUNTY-  KS/SEDGWICK
 HF1441  USGS QUAD   -  CHENEY (1982)
 HF1441
 HF1441                         *CURRENT SURVEY CONTROL
 HF1441  ___________________________________________________________________
 HF1441* NAD 83(1997)-  37 37 39.13414(N)    097 46 53.91421(W)     ADJUSTED  
 HF1441* NAVD 88     -                                                        
 HF1441  ___________________________________________________________________
 HF1441  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 HF1441  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HF1441
 HF1441  HORZ ORDER  -  THIRD
 HF1441
 HF1441.The horizontal coordinates were established by classical geodetic methods
 HF1441.and adjusted by the National Geodetic Survey in October 1998..
 HF1441
 HF1441
 HF1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1441
 HF1441.The geoid height was determined by GEOID03.
 HF1441
 HF1441;                    North         East     Units Scale Factor Converg.
 HF1441;SPC KS S     -   506,886.055   463,408.973   MT  0.99994867   +0 26 29.2
 HF1441;UTM  14      - 4,165,188.742   607,509.334   MT  0.99974237   +0 44 38.1
 HF1441
 HF1441                          SUPERSEDED SURVEY CONTROL
 HF1441
 HF1441  NAD 83(1997)-  37 37 39.14091(N)    097 46 53.91443(W) AD(       ) 4
 HF1441  NAD 83(1986)-  37 37 39.14342(N)    097 46 53.91153(W) AD(       ) 4
 HF1441  NAD 27      -  37 37 39.09396(N)    097 46 52.73058(W) AD(       ) 3
 HF1441
 HF1441.Superseded values are not recommended for survey control.
 HF1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1441.See file dsdata.txt to determine how the superseded data were derived.
 HF1441
 HF1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0750965189(NAD 83)
 HF1441_MARKER: 42 = RADIO/TV MAST
 HF1441
 HF1441  HISTORY     - Date     Condition        Report By
 HF1441  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1441
 HF1441                          STATION DESCRIPTION
 HF1441
 HF1441'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1445 ***********************************************************************
 HF1445  DESIGNATION -  CHENEY COOP GRAIN ELEVATOR
 HF1445  PID         -  HF1445
 HF1445  STATE/COUNTY-  KS/SEDGWICK
 HF1445  USGS QUAD   -  CHENEY (1982)
 HF1445
 HF1445                         *CURRENT SURVEY CONTROL
 HF1445  ___________________________________________________________________
 HF1445* NAD 83(1997)-  37 37 33.95403(N)    097 47 01.64992(W)     ADJUSTED  
 HF1445* NAVD 88     -                                                        
 HF1445  ___________________________________________________________________
 HF1445  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 HF1445  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HF1445
 HF1445  HORZ ORDER  -  THIRD
 HF1445
 HF1445.The horizontal coordinates were established by classical geodetic methods
 HF1445.and adjusted by the National Geodetic Survey in October 1998..
 HF1445
 HF1445
 HF1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1445
 HF1445.The geoid height was determined by GEOID03.
 HF1445
 HF1445;                    North         East     Units Scale Factor Converg.
 HF1445;SPC KS S     -   506,724.904   463,220.530   MT  0.99994879   +0 26 24.5
 HF1445;UTM  14      - 4,165,026.632   607,321.782   MT  0.99974187   +0 44 33.3
 HF1445
 HF1445                          SUPERSEDED SURVEY CONTROL
 HF1445
 HF1445  NAD 83(1997)-  37 37 33.96086(N)    097 47 01.65006(W) AD(       ) 4
 HF1445  NAD 83(1986)-  37 37 33.96342(N)    097 47 01.64743(W) AD(       ) 4
 HF1445  NAD 27      -  37 37 33.91503(N)    097 47 00.46412(W) AD(       ) 3
 HF1445
 HF1445.Superseded values are not recommended for survey control.
 HF1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1445.See file dsdata.txt to determine how the superseded data were derived.
 HF1445
 HF1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0732265027(NAD 83)
 HF1445_MARKER: 65 = GRAIN ELEVATOR
 HF1445
 HF1445  HISTORY     - Date     Condition        Report By
 HF1445  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1445  HISTORY     - 1962     GOOD             CGS
 HF1445
 HF1445                          STATION DESCRIPTION
 HF1445
 HF1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1445'THE STATION IS LOCATED IN THE SOUTH PART OF CHENEY.  THE
 HF1445'ELEVATOR IS A GROUP OF CONCRETE TANKS 120 FEET HIGH WITH
 HF1445'A 28 FOOT HEADHOUSE ON TOP.  THE CENTER OF THE HEADHOUSE
 HF1445'WAS INTERSECTED.
 HF1445
 HF1445                          STATION RECOVERY (1962)
 HF1445
 HF1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1445'THE 1957 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1444 ***********************************************************************
 HF1444  DESIGNATION -  CHENEY MUNICIPAL TANK
 HF1444  PID         -  HF1444
 HF1444  STATE/COUNTY-  KS/SEDGWICK
 HF1444  USGS QUAD   -  CHENEY (1982)
 HF1444
 HF1444                         *CURRENT SURVEY CONTROL
 HF1444  ___________________________________________________________________
 HF1444* NAD 83(1997)-  37 37 55.46822(N)    097 47 08.02247(W)     ADJUSTED  
 HF1444* NAVD 88     -                                                        
 HF1444  ___________________________________________________________________
 HF1444  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 HF1444  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HF1444
 HF1444  HORZ ORDER  -  THIRD
 HF1444
 HF1444.The horizontal coordinates were established by classical geodetic methods
 HF1444.and adjusted by the National Geodetic Survey in October 1998..
 HF1444
 HF1444
 HF1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1444
 HF1444.The geoid height was determined by GEOID03.
 HF1444
 HF1444;                    North         East     Units Scale Factor Converg.
 HF1444;SPC KS S     -   507,386.943   463,059.197   MT  0.99994827   +0 26 20.6
 HF1444;UTM  14      - 4,165,687.673   607,156.991   MT  0.99974143   +0 44 29.7
 HF1444
 HF1444                          SUPERSEDED SURVEY CONTROL
 HF1444
 HF1444  NAD 83(1997)-  37 37 55.47492(N)    097 47 08.02269(W) AD(       ) 4
 HF1444  NAD 83(1986)-  37 37 55.47744(N)    097 47 08.01988(W) AD(       ) 4
 HF1444  NAD 27      -  37 37 55.42540(N)    097 47 06.83590(W) AD(       ) 3
 HF1444
 HF1444.Superseded values are not recommended for survey control.
 HF1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1444.See file dsdata.txt to determine how the superseded data were derived.
 HF1444
 HF1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0715765688(NAD 83)
 HF1444_MARKER: 53 = ELEVATED TANK
 HF1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF1444+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HF1444
 HF1444  HISTORY     - Date     Condition        Report By
 HF1444  HISTORY     - 1940     FIRST OBSERVED   CGS
 HF1444  HISTORY     - 1957     GOOD             CGS
 HF1444  HISTORY     - 1962     GOOD             CGS
 HF1444  HISTORY     - 20040821 GOOD             USPSQD
 HF1444
 HF1444                          STATION DESCRIPTION
 HF1444
 HF1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1444'STATION IS IN THE NW SECTION OF THE TOWN, ABOUT 2 BLOCKS W OF
 HF1444'THE CHENEY PUBLIC SCHOOL.  THE TANK IS APPROXIMATELY 125
 HF1444'FEET HIGH, WAS ERECTED IN 1920 AND PAINTED SILVER WITH CHENEY
 HF1444'WRITTEN ON THE NE SIDE IN BLACK LETTERS.  IT IS OF STEEL
 HF1444'TRUSS CONSTRUCTION, WITH AN 8-INCH BALL FINIAL.  JUST ABOVE
 HF1444'THE BALL IS AN ELECTRIC LIGHT.
 HF1444
 HF1444                          STATION RECOVERY (1957)
 HF1444
 HF1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1444'THE STATION IS LOCATED IN THE NORTHWEST PART OF CHENEY.  THE
 HF1444'TANK IS A STEEL TANK, PAINTED SILVER, SUPPORTED BY A FOUR
 HF1444'LEGGED STEEL STRUCTURE AND IS 120 FEET HIGH.  THE APEX OF
 HF1444'THE TANK ROOF WAS INTERSECTED.
 HF1444
 HF1444                          STATION RECOVERY (1962)
 HF1444
 HF1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1444'THE 1957 DESCRIPTION IS ADEQUATE.  THE BALL ATOP THE TANK
 HF1444'WAS THE POINT INTERSECTED.
 HF1444
 HF1444                          STATION RECOVERY (2004)
 HF1444
 HF1444'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HF1444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1168 ***********************************************************************
 KF1168  DESIGNATION -  CHEPSTOW
 KF1168  PID         -  KF1168
 KF1168  STATE/COUNTY-  KS/WASHINGTON
 KF1168  USGS QUAD   -  GREENLEAF (1983)
 KF1168
 KF1168                         *CURRENT SURVEY CONTROL
 KF1168  ___________________________________________________________________
 KF1168* NAD 83(1997)-  39 38 06.66562(N)    096 53 27.89547(W)     ADJUSTED  
 KF1168* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 KF1168  ___________________________________________________________________
 KF1168  LAPLACE CORR-          -8.97  (seconds)                    DEFLEC99
 KF1168  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 KF1168
 KF1168  HORZ ORDER  -  SECOND
 KF1168
 KF1168.The horizontal coordinates were established by classical geodetic methods
 KF1168.and adjusted by the National Geodetic Survey in October 1998..
 KF1168
 KF1168.The orthometric height was scaled from a topographic map.
 KF1168
 KF1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1168
 KF1168.The geoid height was determined by GEOID03.
 KF1168
 KF1168;                    North         East     Units Scale Factor Converg.
 KF1168;SPC KS N     -   145,106.560   495,192.436   MT  0.99997932   +0 42 05.9
 KF1168;UTM  14      - 4,389,392.754   680,978.619   MT  1.00000326   +1 20 44.3
 KF1168
 KF1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1168!SPC KS N     -   0.99993259  x   0.99997932  =   0.99991191
 KF1168!UTM  14      -   0.99993259  x   1.00000326  =   0.99993585
 KF1168
 KF1168:                Primary Azimuth Mark                     Grid Az
 KF1168:SPC KS N     -  BARNES MUNICIPAL TANK                    008 58 52.9
 KF1168:UTM  14      -  BARNES MUNICIPAL TANK                    008 20 14.5
 KF1168
 KF1168|---------------------------------------------------------------------|
 KF1168| PID    Reference Object                     Distance      Geod. Az  |
 KF1168|                                                           dddmmss.s |
 KF1168| KF1163 BARNES MUNICIPAL TANK               APPROX. 9.0 KM 0094058.8 |
 KF1168| CL6222 CHEPSTOW RM 1                         8.742 METERS 07205     |
 KF1168| KF1165 CHEPSTOW ST PETERS LUTHERAN CH      APPROX. 2.8 KM 1822709.2 |
 KF1168| CL6223 CHEPSTOW RM 2                         6.835 METERS 19907     |
 KF1168| KF1164 KIMEO ST MICHAELS CH BELFRY         APPROX.10.0 KM 2442132.0 |
 KF1168| CL6221 CHEPSTOW AZ MK                                     2465425.9 |
 KF1168| KF0810 LINN TANK                           APPROX.17.2 KM 2860626.0 |
 KF1168| KF1167 GREENLEAF MUNICIPAL STANDPIPE       APPROX.13.1 KM 3242907.4 |
 KF1168|---------------------------------------------------------------------|
 KF1168
 KF1168                          SUPERSEDED SURVEY CONTROL
 KF1168
 KF1168  NAD 83(1997)-  39 38 06.66972(N)    096 53 27.89460(W) AD(       ) 2
 KF1168  NAD 83(1986)-  39 38 06.67185(N)    096 53 27.89314(W) AD(       ) 2
 KF1168  NAD 27      -  39 38 06.67000(N)    096 53 26.83100(W) AD(       ) 2
 KF1168
 KF1168.Superseded values are not recommended for survey control.
 KF1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1168.See file dsdata.txt to determine how the superseded data were derived.
 KF1168
 KF1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8097989393(NAD 83)
 KF1168_MARKER: DD = SURVEY DISK
 KF1168_SETTING: 80 = SET IN A BOULDER
 KF1168_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KF1168
 KF1168  HISTORY     - Date     Condition        Report By
 KF1168  HISTORY     - 1947     MONUMENTED       CGS
 KF1168  HISTORY     - 1965     GOOD             CGS
 KF1168
 KF1168                          STATION DESCRIPTION
 KF1168
 KF1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1168'STATION IS LOCATED ON THE SUMMIT OF A HIGH PROMINENT RIDGE
 KF1168'ABOUT 5 MILES SOUTH OF BARNES AND 19 MILES SOUTHWEST OF
 KF1168'MARYSVILLE.  THE MARK, STAMPED CHEPSTOW 1947 IS A STANDARD
 KF1168'DISC SET IN A DRILL HOLE IN A 5 X 6 FOOT BOULDER THAT IS
 KF1168'FLUSH WITH THE GROUND, 100 FEET EAST OF A ROCK FENCE, 92 FEET
 KF1168'SOUTH OF A ROCK FENCE AND 0.25 MILE SOUTHEAST OF FARM HOUSE.
 KF1168'A WITNESS POST WAS PLACED 6.5 FEET NORTHWEST OF THE STATION
 KF1168'MARK.
 KF1168'
 KF1168'REFERENCE MARK NO. 1, STAMPED CHEPSTOW NO 1 1947, IS A STANDARD
 KF1168'DISC SET IN A 3.5 X 4 FOOT BOULDER THAT IS FLUSH WITH THE
 KF1168'GROUND.
 KF1168'
 KF1168'REFERENCE MARK NO. 2, STAMPED CHEPSTOW NO 2 1947, IS A STANDARD
 KF1168'DISC SET IN A BOULDER THAT PROJECTS ABOUT 9 INCHES.
 KF1168'
 KF1168'THE AZIMUTH MARK, STAMPED CHEPSTOW 1947, IS 4 FEET NORTH
 KF1168'OF A WITNESS POST, 20 FEET EAST OF THE CENTER OF A GRAVELED
 KF1168'ROAD, 35 FEET NORTH OF A FENCE CORNER, 50 FEET NORTHEAST
 KF1168'OF THE NORTHEAST CORNER FENCE POST OF CHEPSTOW CEMETERY
 KF1168'AND PROJECTS 6 INCHES.
 KF1168'
 KF1168'TO REACH THE STATION FROM THE JUNCTION KANSAS HIGHWAYS NOS. 9
 KF1168'AND 15E IN BARNES, GO WEST ON KANSAS STATE HIGHWAY NO. 9
 KF1168'FOR 1.5 MILES TO A DIRT ROAD SOUTH.  TURN LEFT, SOUTH, AND
 KF1168'GO 5.0 MILES TO A SIDE ROAD LEFT, EAST, AND ENTRANCE TO FARM
 KF1168'HOUSE.  TURN LEFT, EAST, AND GO 0.4 MILE TO A BARN.  AT THE BARN
 KF1168'TURN RIGHT,, SOUTH, AND GO 0.2 MILE ALONG FENCE LINE TO A WIRE
 KF1168'GATE.  PASS THROUGH WIRE GATE AND GO EASTERLY TO SUMMIT OF RIDGE AND
 KF1168'STATION SITE 100 FEET EAST OF FENCE LINE.
 KF1168'
 KF1168'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF KANSAS HIGHWAYS
 KF1168'NOS. 9 AND 15E IN BARNES, GO WEST ON STATE HIGHWAY NO. 9 FOR 1.5
 KF1168'MILES TO A DIRT ROAD SOUTH, TURN LEFT, SOUTH, AND GO 5.5 MILES
 KF1168'TO SUMMIT OF HILL AND MARK NEAR CHEPSTOW CEMETERY.
 KF1168'
 KF1168'A 74 FOOT SIGNAL AT GREENLEAF IS VISIBLE FROM THE GROUND.
 KF1168'
 KF1168'A 74 FOOT SIGNAL AT FAIRFIELD IS VISIBLE FROM THE GROUND.
 KF1168'
 KF1168'A 74 FOOT SIGNAL AT COTTAGE HILL IS VISIBLE FROM THE GROUND.
 KF1168'
 KF1168'A 74 FOOT SIGNAL AT BODAVILLE IS VISIBLE FROM THE GROUND.
 KF1168'
 KF1168'A 74 FOOT SIGNAL AT BOTT, 1935 IS VISIBLE FROM THE GROUND.
 KF1168
 KF1168                          STATION RECOVERY (1965)
 KF1168
 KF1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1168'THE STATION MARK REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF1168'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1165 ***********************************************************************
 KF1165  DESIGNATION -  CHEPSTOW ST PETERS LUTHERAN CH
 KF1165  PID         -  KF1165
 KF1165  STATE/COUNTY-  KS/WASHINGTON
 KF1165  USGS QUAD   -  KIMEO (1983)
 KF1165
 KF1165                         *CURRENT SURVEY CONTROL
 KF1165  ___________________________________________________________________
 KF1165* NAD 83(1997)-  39 36 37.14586(N)    096 53 32.85264(W)     ADJUSTED  
 KF1165* NAVD 88     -                                                        
 KF1165  ___________________________________________________________________
 KF1165  LAPLACE CORR-          -9.07  (seconds)                    DEFLEC99
 KF1165  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 KF1165
 KF1165  HORZ ORDER  -  THIRD
 KF1165
 KF1165.The horizontal coordinates were established by classical geodetic methods
 KF1165.and adjusted by the National Geodetic Survey in October 1998..
 KF1165
 KF1165
 KF1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1165
 KF1165.The geoid height was determined by GEOID03.
 KF1165
 KF1165;                    North         East     Units Scale Factor Converg.
 KF1165;SPC KS N     -   142,344.507   495,108.002   MT  0.99997650   +0 42 02.7
 KF1165;UTM  14      - 4,386,629.857   680,925.218   MT  1.00000303   +1 20 38.6
 KF1165
 KF1165                          SUPERSEDED SURVEY CONTROL
 KF1165
 KF1165  NAD 83(1997)-  39 36 37.15096(N)    096 53 32.85165(W) AD(       ) 4
 KF1165  NAD 83(1986)-  39 36 37.15221(N)    096 53 32.84939(W) AD(       ) 4
 KF1165  NAD 27      -  39 36 37.14900(N)    096 53 31.79000(W) AD(       ) 3
 KF1165
 KF1165.Superseded values are not recommended for survey control.
 KF1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1165.See file dsdata.txt to determine how the superseded data were derived.
 KF1165
 KF1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8092586630(NAD 83)
 KF1165_MARKER: 90 = CHURCH SPIRE
 KF1165
 KF1165  HISTORY     - Date     Condition        Report By
 KF1165  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1165  HISTORY     - 1965     GOOD             CGS
 KF1165
 KF1165                          STATION DESCRIPTION
 KF1165
 KF1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1165'THE STATION IS ABOUT 10 MILES SOUTHWEST OF WATERVILLE, 7 MILES
 KF1165'SOUTH OF BARNES AND ABOUT 1 MILE SOUTH OF CHEPSTOW.  IT IS A
 KF1165'WHITE FRAME BUILDING WITH THE SPIRE ON THE SOUTH END.  THE SPIRE
 KF1165'IS ABOUT 50 FEET HIGH AND HAS A CROSS ON THE TOP.  IT IS 105 FEET
 KF1165'EAST OF THE WEST SIDE OF THE CHURCH YARD, 114 FEET SOUTH OF THE
 KF1165'SOUTH BOUNDRAY OF THE CEMETERY AND 100 FEET NORTH OF THE CENTER
 KF1165'OF AN EAST-WEST DIRT ROAD.  THE POINT OBSERVED UPON WAS THE
 KF1165'CROSS ON THE TOP.
 KF1165'
 KF1165'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 KF1165'STATE HIGHWAY 9 IN WATERVILLE GO SOUTH ON U.S. HIGHWAY 77 FOR
 KF1165'6.3 MILES TO A CROSSROAD, TURN RIGHT AND GO 6 MILES TO A CROSSROAD,
 KF1165'TURN RIGHT, NORTH, AND GO 1.0 MILE TO A CROSSROAD.  TURN LEFT
 KF1165'AND GO 1.5 MILES TO THE CHURCH ON THE RIGHT AS DESCRIBED.
 KF1165
 KF1165                          STATION RECOVERY (1965)
 KF1165
 KF1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1165'THIS INTERSECTION STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1102 ***********************************************************************
 HE1102  DESIGNATION -  CHEROKEE
 HE1102  PID         -  HE1102
 HE1102  STATE/COUNTY-  KS/CHEROKEE
 HE1102  USGS QUAD   -  CHEROKEE (1964)
 HE1102
 HE1102                         *CURRENT SURVEY CONTROL
 HE1102  ___________________________________________________________________
 HE1102* NAD 83(1997)-  37 20 21.06428(N)    094 48 14.65245(W)     ADJUSTED  
 HE1102* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 HE1102  ___________________________________________________________________
 HE1102  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HE1102  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 HE1102
 HE1102  HORZ ORDER  -  THIRD
 HE1102
 HE1102.The horizontal coordinates were established by classical geodetic methods
 HE1102.and adjusted by the National Geodetic Survey in October 1998..
 HE1102
 HE1102.The orthometric height was scaled from a topographic map.
 HE1102
 HE1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1102
 HE1102.The geoid height was determined by GEOID03.
 HE1102
 HE1102;                    North         East     Units Scale Factor Converg.
 HE1102;SPC KS S     -   481,130.081   727,423.658   MT  0.99998653   +2 16 16.5
 HE1102;UTM  15      - 4,134,026.596   340,189.710   MT  0.99991460   -1 05 40.0
 HE1102
 HE1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1102!SPC KS S     -   0.99995860  x   0.99998653  =   0.99994513
 HE1102!UTM  15      -   0.99995860  x   0.99991460  =   0.99987321
 HE1102
 HE1102|---------------------------------------------------------------------|
 HE1102| PID    Reference Object                     Distance      Geod. Az  |
 HE1102|                                                           dddmmss.s |
 HE1102| CN6622 CHEROKEE RM 1                        35.869 METERS 01955     |
 HE1102| CN6621 CHEROKEE AZ MK                                     0901416.8 |
 HE1102| HE1107 WEIR MUNICIPAL TANK                 APPROX. 4.3 KM 1373653.1 |
 HE1102| CN6623 CHEROKEE RM 2                        25.681 METERS 27040     |
 HE1102| HE0722 MC CUNE FARMERS COOP ELEVATOR       APPROX.19.2 KM 2741229.1 |
 HE1102| HE0719 MC CUNE MUNICIPAL TANK              APPROX.19.1 KM 2742132.6 |
 HE1102|---------------------------------------------------------------------|
 HE1102
 HE1102                          SUPERSEDED SURVEY CONTROL
 HE1102
 HE1102  NAD 83(1997)-  37 20 21.07008(N)    094 48 14.65323(W) AD(       ) 3
 HE1102  NAD 83(1986)-  37 20 21.07684(N)    094 48 14.64547(W) AD(       ) 3
 HE1102  NAD 27      -  37 20 20.87828(N)    094 48 13.78633(W) AD(       ) 3
 HE1102
 HE1102.Superseded values are not recommended for survey control.
 HE1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1102.See file dsdata.txt to determine how the superseded data were derived.
 HE1102
 HE1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4019034027(NAD 83)
 HE1102_MARKER: DS = TRIANGULATION STATION DISK
 HE1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1102
 HE1102  HISTORY     - Date     Condition        Report By
 HE1102  HISTORY     - 1965     MONUMENTED       CGS
 HE1102  HISTORY     - 1966     GOOD             CGS
 HE1102
 HE1102                          STATION DESCRIPTION
 HE1102
 HE1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1102'THE STATION IS 7-1/2 MILES SOUTHWEST OF PITTSBURG, 2-1/2
 HE1102'MILES NORTHWEST OF WEIR, 1-1/2 MILES EAST OF CHEROKEE, AND
 HE1102'ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 160.
 HE1102'
 HE1102'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160
 HE1102'AND STATE HIGHWAY 7, AT THE SOUTHWEST EDGE OF CHEROKEE, GO
 HE1102'EAST ON HIGHWAY 160 FOR 1.55 MILES TO A FIELD ENTRANCE AND
 HE1102'THE STATION ON THE RIGHT.
 HE1102'
 HE1102'STATION MARK IS A STANDARD DISK STAMPED CHEROKEE 1965, SET
 HE1102'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE1102'SURFACE OF THE GROUND .  IT IS 166 FEET WEST OF THE CENTER OF A
 HE1102'FIELD ENTRANCE, 57 FEET EAST OF A FIELD ROAD, 53.5 FEET SOUTH
 HE1102'OF THE CENTERLINE OF HIGHWAY 160, AND 7 FEET NORTH OF A
 HE1102'METAL WITNESS POST IN THE SOUTH RIGHT-OF-WAY FENCE.
 HE1102'
 HE1102'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHEROKEE NO 1
 HE1102'1964, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HE1102'WHICH PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 57 FEET NORTH OF
 HE1102'THE CENTERLINE OF HIGHWAY 160, AND 1.5 FEET WEST OF A TELEPHONE
 HE1102'POLE.
 HE1102'
 HE1102'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHEROKEE NO 2
 HE1102'1964, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HE1102'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 53.5 FEET SOUTH OF
 HE1102'THE CENTERLINE OF HIGHWAY 160, 28 FEET WEST OF THE CENTER
 HE1102'OF A FIELD ROAD, AND 7 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 HE1102'FENCE.
 HE1102'
 HE1102'AZIMUTH MARK IS A STANDARD DISK STAMPED CHEROKEE 1964,
 HE1102'CEMENTED IN A DRILL HOLE IN THE WEST END OF THE SOUTH CONCRETE
 HE1102'ABUTMENT OF A SMALL BRIDGE.  IT IS 21.5 FEET SOUTH OF THE
 HE1102'CENTERLINE OF HIGHWAY 160, AND 3 FEET NORTHEAST OF A METAL
 HE1102'WITNESS POST.
 HE1102'
 HE1102'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY
 HE1102'160 FOR 1.1 MILES TO A SMALL CONCRETE BRIDGE AND THE MARK ON
 HE1102'THE RIGHT.
 HE1102'
 HE1102'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HE1102
 HE1102                          STATION RECOVERY (1966)
 HE1102
 HE1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1102'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HE1102'WERE RECOVERED AS DESCRIBED BY JOHN C. CHILDS IN 1965.
 HE1102'HOWEVER, THE DIRECTION TO THE AZIMUTH MARK FAILED TO CHECK
 HE1102'THE 1965 DIRECTION BY 7.5 SECONDS.  REFERENCE MARK 1 WAS
 HE1102'TEMPORARILY OBSTRUCTED AND THE DIRECTION WAS NOT OBSERVED.
 HE1102'THE DISTANCE WAS CHECKED AND AGREED WITH THE 1965 MEASUREMENT.
 HE1102'
 HE1102'ALL OBJECTS VISIBLE AT 30 FEET EXCEPT TRAVERSE STATIONS WOLF
 HE1102'1965 AND KIRK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0338 ***********************************************************************
 HF0338  DESIGNATION -  CHERRY
 HF0338  PID         -  HF0338
 HF0338  STATE/COUNTY-  KS/BUTLER
 HF0338  USGS QUAD   -  POTWIN (1961)
 HF0338
 HF0338                         *CURRENT SURVEY CONTROL
 HF0338  ___________________________________________________________________
 HF0338* NAD 83(1997)-  37 59 08.25608(N)    097 00 05.31152(W)     ADJUSTED  
 HF0338* NAVD 88     -       427.202  (meters)    1401.58   (feet)  ADJUSTED  
 HF0338  ___________________________________________________________________
 HF0338  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 HF0338  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HF0338  DYNAMIC HT  -         426.875 (meters)    1400.51  (feet)  COMP
 HF0338  MODELED GRAV-     979,850.2   (mgal)                       NAVD 88
 HF0338
 HF0338  HORZ ORDER  -  THIRD
 HF0338  VERT ORDER  -  SECOND    CLASS 0
 HF0338
 HF0338.The horizontal coordinates were established by classical geodetic methods
 HF0338.and adjusted by the National Geodetic Survey in October 1998..
 HF0338
 HF0338.The orthometric height was determined by differential leveling
 HF0338.and adjusted by the National Geodetic Survey in June 1991..
 HF0338
 HF0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0338
 HF0338.The geoid height was determined by GEOID03.
 HF0338
 HF0338.The dynamic height is computed by dividing the NAVD 88
 HF0338.geopotential number by the normal gravity value computed on the
 HF0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0338.degrees latitude (g = 980.6199 gals.).
 HF0338
 HF0338.The modeled gravity was interpolated from observed gravity values.
 HF0338
 HF0338;                    North         East     Units Scale Factor Converg.
 HF0338;SPC KS S     -   547,442.565   531,630.775   MT  0.99993662   +0 55 15.2
 HF0338;UTM  14      - 4,206,104.599   675,508.074   MT  0.99997939   +1 13 49.2
 HF0338
 HF0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0338!SPC KS S     -   0.99993754  x   0.99993662  =   0.99987417
 HF0338!UTM  14      -   0.99993754  x   0.99997939  =   0.99991694
 HF0338
 HF0338:                Primary Azimuth Mark                     Grid Az
 HF0338:SPC KS S     -  ATT MICROWAVE TOWER KAC 68               147 34 03.5
 HF0338:UTM  14      -  ATT MICROWAVE TOWER KAC 68               147 15 29.5
 HF0338
 HF0338|---------------------------------------------------------------------|
 HF0338| PID    Reference Object                     Distance      Geod. Az  |
 HF0338|                                                           dddmmss.s |
 HF0338| HF1197 ATT MICROWAVE TOWER KAC 68          APPROX.11.6 KM 1482918.7 |
 HF0338| CL4472 CHERRY RM 2                          14.193 METERS 18644     |
 HF0338| HF0340 KING                                APPROX. 0.6 KM 1971018.8 |
 HF0338| CL4471 CHERRY RM 1                           8.100 METERS 31058     |
 HF0338|---------------------------------------------------------------------|
 HF0338
 HF0338                          SUPERSEDED SURVEY CONTROL
 HF0338
 HF0338  NAD 83(1997)-  37 59 08.26150(N)    097 00 05.30429(W) AD(       ) 3
 HF0338  NAD 83(1986)-  37 59 08.26548(N)    097 00 05.30527(W) AD(       ) 3
 HF0338  NAD 27      -  37 59 08.19182(N)    097 00 04.17972(W) AD(       ) 3
 HF0338  NGVD 29 (??/??/92)  427.062  (m)         1401.12   (f) ADJ UNCH    2 0
 HF0338
 HF0338.Superseded values are not recommended for survey control.
 HF0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0338.See file dsdata.txt to determine how the superseded data were derived.
 HF0338
 HF0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7550806105(NAD 83)
 HF0338_MARKER: DS = TRIANGULATION STATION DISK
 HF0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0338_STAMPING: CHERRY 1962
 HF0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0338+STABILITY: SURFACE MOTION
 HF0338
 HF0338  HISTORY     - Date     Condition        Report By
 HF0338  HISTORY     - 1962     MONUMENTED       CGS
 HF0338  HISTORY     - 1962     GOOD             CGS
 HF0338  HISTORY     - 1975     GOOD             NGS
 HF0338
 HF0338                          STATION DESCRIPTION
 HF0338
 HF0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0338'THE STATION IS APPROXIMATELY 8 MILES WEST OF U.S. HIGHWAY 77,
 HF0338'3-1/2 MILES NORTH AND 1.0 MILE EAST OF POTWIN, 1/4 MILE
 HF0338'NORTHEAST OF A CROSSROAD AND ON THE TOP OF A LOW HILL OWNED BY
 HF0338'MR. O.C. KASENBURG.
 HF0338'
 HF0338'TO REACH THE STATION FROM THE POST OFFICE IN POTWIN, GO NORTH
 HF0338'ON RANDALL STREET FOR 0.2 MILE TO A T-INTERSECTION.  TURN
 HF0338'RIGHT, EAST, ON THE BLACKTOP ROAD FOR 0.75 MILE TO A CROSSROAD.
 HF0338'TURN LEFT, NORTH, ON A BLACKTOP ROAD FOR 3.0 MILES TO A
 HF0338'CROSSROAD.  TURN RIGHT, EAST, ON A BLACKTOP ROAD FOR 0.25 MILE
 HF0338'TO A GATE ON THE LEFT, AT THE TOP OF THE HILL.  TURN LEFT,
 HF0338'PASS THROUGH THE GATE, AND GO NORTHWEST ACROSS THE PASTURE
 HF0338'FOR 0.05 MILE TO THE HIGHEST PART OF THE HILL AND THE STATION.
 HF0338'
 HF0338'STATION MARKS ARE STANDARD DISKS STAMPED CHERRY 1962.  THE
 HF0338'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HF0338'SURFACE OF THE GROUND.  IT IS 216 FEET NORTH OF A FENCE AND
 HF0338'104 FEET EAST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 HF0338'IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 HF0338'THE GROUND.
 HF0338'
 HF0338'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHERRY NO 1 1962,
 HF0338'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HF0338'THE GROUND.  IT IS 234 FEET NORTH OF THE FENCE AND 84 FEET EAST
 HF0338'OF THE FENCE.
 HF0338'
 HF0338'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHERRY NO 2 1962,
 HF0338'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HF0338'THE GROUND.  IT IS 171 FEET NORTH OF THE FENCE AND 100 FEET
 HF0338'EAST OF THE FENCE.
 HF0338'
 HF0338'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0338
 HF0338                          STATION RECOVERY (1962)
 HF0338
 HF0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0338'8.3 MI W FROM DE GRAFF.
 HF0338'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0338'DE GRAFF, THENCE 8.0 MILES WEST ALONG A PAVED ROAD, 46.6 FEET
 HF0338'NORTH OF R.M.2, 26.6 FEET SOUTHEAST OF R.M. 1, SET IN TOP OF
 HF0338'A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 HF0338
 HF0338                          STATION RECOVERY (1975)
 HF0338
 HF0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (MSB)
 HF0338'STATION, RM 1, AND RM 2 WERE RECOVERED AS DESCRIBED AND IN GOOD
 HF0338'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0813 ***********************************************************************
 HE0813  DESIGNATION -  CHERRY
 HE0813  PID         -  HE0813
 HE0813  STATE/COUNTY-  KS/MONTGOMERY
 HE0813  USGS QUAD   -  CHERRYVALE (1979)
 HE0813
 HE0813                         *CURRENT SURVEY CONTROL
 HE0813  ___________________________________________________________________
 HE0813* NAD 83(1997)-  37 19 39.74934(N)    095 35 51.03177(W)     ADJUSTED  
 HE0813* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 HE0813  ___________________________________________________________________
 HE0813  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 HE0813  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HE0813
 HE0813  HORZ ORDER  -  SECOND
 HE0813
 HE0813.The horizontal coordinates were established by classical geodetic methods
 HE0813.and adjusted by the National Geodetic Survey in October 1998..
 HE0813
 HE0813.The orthometric height was scaled from a topographic map.
 HE0813
 HE0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0813
 HE0813.The geoid height was determined by GEOID03.
 HE0813
 HE0813;                    North         East     Units Scale Factor Converg.
 HE0813;SPC KS S     -   477,369.592   657,198.118   MT  0.99998856   +1 47 01.2
 HE0813;UTM  15      - 4,134,391.638   269,858.463   MT  1.00025248   -1 34 32.7
 HE0813
 HE0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0813!SPC KS S     -   0.99995953  x   0.99998856  =   0.99994809
 HE0813!UTM  15      -   0.99995953  x   1.00025248  =   1.00021200
 HE0813
 HE0813:                Primary Azimuth Mark                     Grid Az
 HE0813:SPC KS S     -  CHERRYVALE MUNICIPAL STANDPIPE           148 42 56.1
 HE0813:UTM  15      -  CHERRYVALE MUNICIPAL STANDPIPE           152 04 30.0
 HE0813
 HE0813|---------------------------------------------------------------------|
 HE0813| PID    Reference Object                     Distance      Geod. Az  |
 HE0813|                                                           dddmmss.s |
 HE0813| HE0810 CHERRYVALE MUNICIPAL STANDPIPE      APPROX. 9.6 KM 1502957.3 |
 HE0813| CL4474 CHERRY RM 1                          10.476 METERS 17938     |
 HE0813| CL4475 CHERRY RM 2                          10.650 METERS 28320     |
 HE0813| CL4473 CHERRY AZ MK                                       3132149.6 |
 HE0813|---------------------------------------------------------------------|
 HE0813
 HE0813                          SUPERSEDED SURVEY CONTROL
 HE0813
 HE0813  NAD 83(1997)-  37 19 39.75340(N)    095 35 51.03121(W) AD(       ) 2
 HE0813  NAD 83(1986)-  37 19 39.76075(N)    095 35 51.01463(W) AD(       ) 2
 HE0813  NAD 27      -  37 19 39.52552(N)    095 35 50.08802(W) AD(       ) 2
 HE0813
 HE0813.Superseded values are not recommended for survey control.
 HE0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0813.See file dsdata.txt to determine how the superseded data were derived.
 HE0813
 HE0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6985834392(NAD 83)
 HE0813_MARKER: DS = TRIANGULATION STATION DISK
 HE0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0813
 HE0813  HISTORY     - Date     Condition        Report By
 HE0813  HISTORY     - 1965     MONUMENTED       CGS
 HE0813
 HE0813                          STATION DESCRIPTION
 HE0813
 HE0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0813'THE STATION IS ABOUT 4 MILES NORTH AND 2-1/4 MILES WEST OF
 HE0813'CHERRYVALE, NEAR THE CENTER OF A PROMINENT GRASSY KNOLL WHICH
 HE0813'IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 HE0813'
 HE0813'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF U.S.
 HE0813'HIGHWAYS 160 AND 169, 5 MILES NORTH OF CHERRYVALE, GO WEST ON STATE
 HE0813'HIGHWAY 37 FOR 0.35 MILE TO A CROSSROAD AT A POINT WHERE
 HE0813'HIGHWAY 37 BEARS RIGHT.  CONTINUE WEST, STRAIGHT AHEAD ON A PAVED
 HE0813'ROAD FOR 3.45 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH
 HE0813'FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT AND A SIDE ROAD ON
 HE0813'THE RIGHT.  CONTINUE SOUTH FOR 0.35 MILE TO A GRAVELED CROSSROAD.
 HE0813'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO A
 HE0813'GATE AND CORRALS ON THE LEFT.  TURN LEFT, PASS THROUGH THE
 HE0813'GATE AND FOLLOW A TRACK ROAD NORTH AND NORTHEAST FOR 0.15
 HE0813'MILE TO THE HIGHEST POINT AND THE STATION.
 HE0813'
 HE0813'THE STATION MARK IS A STANDARD DISK, STAMPED CHERRY 1964, SET
 HE0813'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE0813'GROUND.  IT IS ABOUT 0.1 MILE EAST-SOUTHEAST OF A POND.
 HE0813'
 HE0813'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHERRY NO 1 1964,
 HE0813'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST FLUSH WITH
 HE0813'THE GROUND.  IT IS NEAR THE SOUTH EDGE OF THE KNOLL AND AT
 HE0813'ABOUT THE SAME ELEVATION AS THE STATION.
 HE0813'
 HE0813'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHERRY NO 2 1964,
 HE0813'SET IN THE TOP OF 10-INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE0813'GROUND.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 HE0813'
 HE0813'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHERRY 1964, SET
 HE0813'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE0813'GROUND.  IT IS 41.5 FEET EAST AND ABOUT 4 FEET HIGHER IN
 HE0813'ELEVATION THEN THE CENTERLINE OF THE ROAD, 2.0 FEET SOUTH OF
 HE0813'A POWERLINE POLE, 1-1/2 FEET NORTH OF A WITNESS POST AND 1.0
 HE0813'FEET EAST OF AN EAST RIGHT-OF-WAY FENCE.
 HE0813'
 HE0813'THE LAND OWNER IS MR. FRED L. BOTTLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0337 ***********************************************************************
 HF0337  DESIGNATION -  CHERRY RM 1
 HF0337  PID         -  HF0337
 HF0337  STATE/COUNTY-  KS/BUTLER
 HF0337  USGS QUAD   -  POTWIN (1961)
 HF0337
 HF0337                         *CURRENT SURVEY CONTROL
 HF0337  ___________________________________________________________________
 HF0337* NAD 83(1986)-  37 59 08.     (N)    097 00 04.     (W)     SCALED    
 HF0337* NAVD 88     -       427.132  (meters)    1401.35   (feet)  ADJUSTED  
 HF0337  ___________________________________________________________________
 HF0337  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HF0337  DYNAMIC HT  -         426.805 (meters)    1400.28  (feet)  COMP
 HF0337  MODELED GRAV-     979,850.2   (mgal)                       NAVD 88
 HF0337
 HF0337  VERT ORDER  -  SECOND    CLASS 0
 HF0337
 HF0337.The horizontal coordinates were scaled from a topographic map and have
 HF0337.an estimated accuracy of +/- 6 seconds.
 HF0337
 HF0337.The orthometric height was determined by differential leveling
 HF0337.and adjusted by the National Geodetic Survey in June 1991..
 HF0337
 HF0337.The geoid height was determined by GEOID03.
 HF0337
 HF0337.The dynamic height is computed by dividing the NAVD 88
 HF0337.geopotential number by the normal gravity value computed on the
 HF0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0337.degrees latitude (g = 980.6199 gals.).
 HF0337
 HF0337.The modeled gravity was interpolated from observed gravity values.
 HF0337
 HF0337;                    North         East    Units  Estimated Accuracy
 HF0337;SPC KS S     -   547,440.      531,660.      MT  (+/- 180 meters Scaled)
 HF0337
 HF0337                          SUPERSEDED SURVEY CONTROL
 HF0337
 HF0337  NGVD 29 (??/??/92)  426.992  (m)         1400.89   (f) ADJ UNCH    2 0
 HF0337
 HF0337.Superseded values are not recommended for survey control.
 HF0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0337.See file dsdata.txt to determine how the superseded data were derived.
 HF0337
 HF0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH755060(NAD 83)
 HF0337_MARKER: DR = REFERENCE MARK DISK
 HF0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0337_STAMPING: CHERRY NO 1 1962
 HF0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0337+STABILITY: SURFACE MOTION
 HF0337
 HF0337  HISTORY     - Date     Condition        Report By
 HF0337  HISTORY     - 1962     MONUMENTED       CGS
 HF0337
 HF0337                          STATION DESCRIPTION
 HF0337
 HF0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0337'8.3 MI W FROM DE GRAFF.
 HF0337'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0337'DE GRAFF, THENCE 8.0 MILES WEST ALONG A PAVED ROAD, 234 FEET
 HF0337'NORTH OF A FENCE, 26.6 FEET NORTHWEST OF CHERRY 1962, SET IN
 HF0337'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0339 ***********************************************************************
 HF0339  DESIGNATION -  CHERRY RM 2
 HF0339  PID         -  HF0339
 HF0339  STATE/COUNTY-  KS/BUTLER
 HF0339  USGS QUAD   -  POTWIN (1961)
 HF0339
 HF0339                         *CURRENT SURVEY CONTROL
 HF0339  ___________________________________________________________________
 HF0339* NAD 83(1986)-  37 59 08.     (N)    097 00 04.     (W)     SCALED    
 HF0339* NAVD 88     -       426.935  (meters)    1400.70   (feet)  ADJUSTED  
 HF0339  ___________________________________________________________________
 HF0339  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HF0339  DYNAMIC HT  -         426.608 (meters)    1399.63  (feet)  COMP
 HF0339  MODELED GRAV-     979,850.2   (mgal)                       NAVD 88
 HF0339
 HF0339  VERT ORDER  -  SECOND    CLASS 0
 HF0339
 HF0339.The horizontal coordinates were scaled from a topographic map and have
 HF0339.an estimated accuracy of +/- 6 seconds.
 HF0339
 HF0339.The orthometric height was determined by differential leveling
 HF0339.and adjusted by the National Geodetic Survey in June 1991..
 HF0339
 HF0339.The geoid height was determined by GEOID03.
 HF0339
 HF0339.The dynamic height is computed by dividing the NAVD 88
 HF0339.geopotential number by the normal gravity value computed on the
 HF0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0339.degrees latitude (g = 980.6199 gals.).
 HF0339
 HF0339.The modeled gravity was interpolated from observed gravity values.
 HF0339
 HF0339;                    North         East    Units  Estimated Accuracy
 HF0339;SPC KS S     -   547,440.      531,660.      MT  (+/- 180 meters Scaled)
 HF0339
 HF0339                          SUPERSEDED SURVEY CONTROL
 HF0339
 HF0339  NGVD 29 (??/??/92)  426.795  (m)         1400.24   (f) ADJ UNCH    2 0
 HF0339
 HF0339.Superseded values are not recommended for survey control.
 HF0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0339.See file dsdata.txt to determine how the superseded data were derived.
 HF0339
 HF0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH755060(NAD 83)
 HF0339_MARKER: DR = REFERENCE MARK DISK
 HF0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0339_STAMPING: CHERRY NO 2 1962
 HF0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0339+STABILITY: SURFACE MOTION
 HF0339
 HF0339  HISTORY     - Date     Condition        Report By
 HF0339  HISTORY     - 1962     MONUMENTED       CGS
 HF0339
 HF0339                          STATION DESCRIPTION
 HF0339
 HF0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0339'8.3 MI W FROM DE GRAFF.
 HF0339'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0339'DE GRAFF, THENCE 8.0 MILES WEST ALONG A PAVED ROAD, 171 FEET
 HF0339'NORTH OF A FENCE, 100 FEET EAST OF A FENCE, 46.6 FEET SOUTH
 HF0339'OF CHERRY 1962, SET IN TOP OF A SQUARE CONCRETE POST FLUSH
 HF0339'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0807 ***********************************************************************
 HE0807  DESIGNATION -  CHERRYVALE
 HE0807  PID         -  HE0807
 HE0807  STATE/COUNTY-  KS/MONTGOMERY
 HE0807  USGS QUAD   -  CHERRYVALE (1979)
 HE0807
 HE0807                         *CURRENT SURVEY CONTROL
 HE0807  ___________________________________________________________________
 HE0807* NAD 83(1997)-  37 15 08.77749(N)    095 32 38.89242(W)     ADJUSTED  
 HE0807* NAVD 88     -       288.68   (+/-2cm)     947.1    (feet)  VERTCON   
 HE0807  ___________________________________________________________________
 HE0807  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 HE0807  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HE0807
 HE0807  HORZ ORDER  -  SECOND
 HE0807  VERT ORDER  -  THIRD ? (See Below)
 HE0807
 HE0807.The horizontal coordinates were established by classical geodetic methods
 HE0807.and adjusted by the National Geodetic Survey in October 1998..
 HE0807
 HE0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0807.The vertical order pertains to the NGVD 29 superseded value.
 HE0807
 HE0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0807
 HE0807.The geoid height was determined by GEOID03.
 HE0807
 HE0807;                    North         East     Units Scale Factor Converg.
 HE0807;SPC KS S     -   469,168.720   662,190.791   MT  1.00000283   +1 48 59.3
 HE0807;UTM  15      - 4,125,910.309   274,363.261   MT  1.00022720   -1 32 26.5
 HE0807
 HE0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0807!SPC KS S     -   0.99995942  x   1.00000283  =   0.99996225
 HE0807!UTM  15      -   0.99995942  x   1.00022720  =   1.00018661
 HE0807
 HE0807:                Primary Azimuth Mark                     Grid Az
 HE0807:SPC KS S     -  CHERRYVALE AZ MK                         085 58 08.9
 HE0807:UTM  15      -  CHERRYVALE AZ MK                         089 19 34.7
 HE0807
 HE0807|---------------------------------------------------------------------|
 HE0807| PID    Reference Object                     Distance      Geod. Az  |
 HE0807|                                                           dddmmss.s |
 HE0807| CL4476 CHERRYVALE AZ MK                                   0874708.2 |
 HE0807| CL4477 CHERRYVALE RM 1                      37.216 METERS 08925     |
 HE0807| CL4478 CHERRYVALE RM 2                      71.201 METERS 18041     |
 HE0807| HE0821 CHERRYVALE UNITED CLAY T CO TK      APPROX. 0.9 KM 2352932.2 |
 HE0807| CL4479 CHERRYVALE RM 3                       9.676 METERS 28850     |
 HE0807| HE0812 CHERRYVALE ST FRANCIS XAV CH        APPROX. 2.0 KM 3282711.6 |
 HE0807| HE0811 CHERRYVALE AMER STEEL CO TANK       APPROX. 2.8 KM 3333000.3 |
 HE0807|---------------------------------------------------------------------|
 HE0807
 HE0807                          SUPERSEDED SURVEY CONTROL
 HE0807
 HE0807  NAD 83(1997)-  37 15 08.78147(N)    095 32 38.89184(W) AD(       ) 2
 HE0807  NAD 83(1986)-  37 15 08.79016(N)    095 32 38.87612(W) AD(       ) 2
 HE0807  NAD 27      -  37 15 08.55108(N)    095 32 37.95296(W) AD(       ) 2
 HE0807  NGVD 29 (07/19/86)  288.54   (m)          946.7    (f) LEVELING    3  
 HE0807
 HE0807.Superseded values are not recommended for survey control.
 HE0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0807.See file dsdata.txt to determine how the superseded data were derived.
 HE0807
 HE0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7436325910(NAD 83)
 HE0807_MARKER: DS = TRIANGULATION STATION DISK
 HE0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0807
 HE0807  HISTORY     - Date     Condition        Report By
 HE0807  HISTORY     - 1934     MONUMENTED       CGS
 HE0807  HISTORY     - 1964     GOOD             CGS
 HE0807  HISTORY     - 1966     GOOD             CGS
 HE0807
 HE0807                          STATION DESCRIPTION
 HE0807
 HE0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0807'STATION IS LOCATED ABOUT 1.0 MILE S OF CHERRYVALE, ON THE
 HE0807'S EDGE OF A PROMINENT HILL IN SEC. 16, T 32 S, R 17 E, ON
 HE0807'LAND OWNED BY THE CITY OF CHERRYVALE.  MARK IS 6.90 METERS
 HE0807'(22.6 FEET) DUE W OF THE W SIDE OF CITY STANDPIPE AND 9.12
 HE0807'METERS (29.9 FEET) W OF COMPUTED CENTER OF STANDPIPE.
 HE0807'
 HE0807'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 HE0807'DISKS SET IN CONCRETE.
 HE0807'
 HE0807'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET
 HE0807'IN CONCRETE IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 HE0807'
 HE0807'REFERENCE MARK NO. 3 IS IN CONCRETE BASE OF STANDPIPE ON
 HE0807'THE N SIDE AND IS W OF STATION.
 HE0807'
 HE0807'REFERENCE MARK NO. 1 IS E OF STATION ON E EDGE OF SUMMIT
 HE0807'OF HILL IN OUTCROPPING ROCK.
 HE0807'
 HE0807'REFERENCE MARK NO. 2 IS N OF STATION, 232.6 FEET IN OUTCROPPING
 HE0807'ROCK.
 HE0807'
 HE0807'AZIMUTH MARK IS 0.5 MILE E OF STATION, 15 FEET N OF CENTER LINE
 HE0807'OF DIRT E-W ROAD, AND 100 FEET W OF CENTER LINE OF N-S GRAVEL
 HE0807'ROAD, AND JUST W OF A HIGH-LINE POLE.
 HE0807'
 HE0807'TO REACH FROM CHERRYVALE, GO S ON U.S. HIGHWAY 166 TO A POINT
 HE0807'WHERE HIGHWAY TURNS W.  HERE LEAVE HIGHWAY AND CONTINUE S ON
 HE0807'GRAVEL ROAD 0.5 MILE TO A T-ROAD E.  HERE PACK UP HILL E TO
 HE0807'TOP AND STATION.
 HE0807'
 HE0807'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 HE0807
 HE0807                          STATION RECOVERY (1964)
 HE0807
 HE0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE0807'THE STATION MARK, R.MS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 HE0807'THE DISTANCE AND DIRECTION TO R.MS 1 AND 2 WERE VERIFIED.
 HE0807'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 HE0807'ADDITIONS-
 HE0807'
 HE0807'THE STATION IS STAMPED CHERRYVALE 1934 AND PROJECTS 3 INCHES.
 HE0807'
 HE0807'R.M. 1 IS STAMPED CHERRYVALE NO 1, 1934, SET IN ROCK FLUSH
 HE0807'WITH GROUND.
 HE0807'
 HE0807'R.M. 2 IS STAMPED CHERRYVALE NO 2, 1934, SET IN ROCK FLUSH
 HE0807'WITH GROUND.  IT IS 233.5 FEET SOUTH SOUTHEAST OF STATION.
 HE0807'
 HE0807'R.M. 3 WAS NOT FOUND.  THE BASE OF THE STANDPIPE WAS THOROUGHLY
 HE0807'SEARCHED BUT NO DISK COULD BE FOUND.
 HE0807'
 HE0807'THE AZIMUTH MARK WAS NOT FOUND.
 HE0807
 HE0807                          STATION RECOVERY (1966)
 HE0807
 HE0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0807'THE STATION MARK REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE0807'WAS RECOVERED AS DESCRIBED IN 1934.  THE AZIMUTH MARK IS
 HE0807'110 FEET WEST OF THE CENTERLINE OF A PAVED ROAD INSTEAD
 HE0807'OF A 100 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD.
 HE0807'DUE TO ROAD CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 HE0807'
 HE0807'THE STATION IS ABOUT 1 MILE SOUTH OF CHERRYVALE, ON THE SOUTH
 HE0807'EDGE OF A PROMINENT HILL, ON LAND OWNED BY THE CITY OF CHERRYVALE.
 HE0807'
 HE0807'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 HE0807'160 AND 169 IN CHERRYVALE, GO SOUTH ON HIGHWAYS 160 AND 169
 HE0807'FOR 0.7 MILE TO WHERE THE ROAD CURVES TO THE RIGHT AND A
 HE0807'GRAVELED ROAD STRAIGHT AHEAD, CONTINUE, SOUTH, ON GRAVELED
 HE0807'ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 HE0807'GRAVELED ROAD FOR 0.6 MILE TO A CROSSROAD, CONTINUE AHEAD,
 HE0807'EAST, FOR 0.05 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT
 HE0807'AND GO SOUTHEAST, UP HILL ON TRACK ROAD FOR 0.05 MILE TO
 HE0807'THE TOP OF HILL AND THE STATION.
 HE0807'
 HE0807'STATION MARK IS A STANDARD DISK, STAMPED CHERRYVALE 1934,
 HE0807'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST, THAT PROJECTS
 HE0807'2 INCHES.  IT IS 29 FEET EAST OF THE APPROXIMATE CENTER
 HE0807'OF STANDPIPE.
 HE0807'
 HE0807'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHERRYVALE
 HE0807'NO 1 1934, CEMENTED IN THE TOP OF A 1 BY 2-1/2 FOOT ROCK
 HE0807'OUTCROP PROJECTING 3-INCHES.  IT IS ABOUT 4 FEET LOWER THAN
 HE0807'THE STATION.
 HE0807'
 HE0807'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHERRYVALE NO
 HE0807'2 1934 CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 BY 3 FOOT
 HE0807'ROCK OUTCROP PROJECTING 6 INCHES.  IT IS 33 FEET EAST OF
 HE0807'THE CENTERLINE OF A TRACK ROAD AND ABOUT 4 FEET LOWER THAN
 HE0807'THE STATION.
 HE0807'
 HE0807'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHERRYVALE 1934, SET
 HE0807'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 HE0807'7 INCHES.  IT IS 110 FEET WEST OF THE CENTERLINE OF A
 HE0807'NORTH-SOUTH PAVED ROAD, 16 FEET NORTH OF AN EAST-WEST GRAVELED
 HE0807'ROAD, 32 FEET NORTH OF AN EAST-WEST FENCE AND 3 FEET SOUTH
 HE0807'OF A HEDGE ROW.  TO REACH THE MARK FROM THE STATION, GO EAST
 HE0807'ON GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 HE0807'
 HE0807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE
 HE0807'SOUTHEAST OF CHERRYVALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0811 ***********************************************************************
 HE0811  DESIGNATION -  CHERRYVALE AMER STEEL CO TANK
 HE0811  PID         -  HE0811
 HE0811  STATE/COUNTY-  KS/MONTGOMERY
 HE0811  USGS QUAD   -  CHERRYVALE (1979)
 HE0811
 HE0811                         *CURRENT SURVEY CONTROL
 HE0811  ___________________________________________________________________
 HE0811* NAD 83(1997)-  37 16 31.30461(N)    095 33 30.38322(W)     ADJUSTED  
 HE0811* NAVD 88     -                                                        
 HE0811  ___________________________________________________________________
 HE0811  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 HE0811  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 HE0811
 HE0811  HORZ ORDER  -  THIRD
 HE0811
 HE0811.The horizontal coordinates were established by classical geodetic methods
 HE0811.and adjusted by the National Geodetic Survey in October 1998..
 HE0811
 HE0811
 HE0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0811
 HE0811.The geoid height was determined by GEOID03.
 HE0811
 HE0811;                    North         East     Units Scale Factor Converg.
 HE0811;SPC KS S     -   471,671.517   660,842.254   MT  0.99999830   +1 48 27.6
 HE0811;UTM  15      - 4,128,488.382   273,163.341   MT  1.00023388   -1 33 00.6
 HE0811
 HE0811                          SUPERSEDED SURVEY CONTROL
 HE0811
 HE0811  NAD 83(1997)-  37 16 31.30859(N)    095 33 30.38269(W) AD(       ) 4
 HE0811  NAD 83(1986)-  37 16 31.31699(N)    095 33 30.36680(W) AD(       ) 4
 HE0811  NAD 27      -  37 16 31.07985(N)    095 33 29.44316(W) AD(       ) 3
 HE0811
 HE0811.Superseded values are not recommended for survey control.
 HE0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0811.See file dsdata.txt to determine how the superseded data were derived.
 HE0811
 HE0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7316328488(NAD 83)
 HE0811_MARKER: 51 = TANK
 HE0811_SETTING: 0 = UNSPECIFIED SETTING
 HE0811
 HE0811  HISTORY     - Date     Condition        Report By
 HE0811  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0811
 HE0811                          STATION DESCRIPTION
 HE0811
 HE0811'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0810 ***********************************************************************
 HE0810  DESIGNATION -  CHERRYVALE MUNICIPAL STANDPIPE
 HE0810  PID         -  HE0810
 HE0810  STATE/COUNTY-  KS/MONTGOMERY
 HE0810  USGS QUAD   -  CHERRYVALE (1979)
 HE0810
 HE0810                         *CURRENT SURVEY CONTROL
 HE0810  ___________________________________________________________________
 HE0810* NAD 83(1997)-  37 15 08.78598(N)    095 32 39.27589(W)     ADJUSTED  
 HE0810* NAVD 88     -                                                        
 HE0810  ___________________________________________________________________
 HE0810  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 HE0810  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HE0810
 HE0810  HORZ ORDER  -  THIRD
 HE0810
 HE0810.The horizontal coordinates were established by classical geodetic methods
 HE0810.and adjusted by the National Geodetic Survey in October 1998..
 HE0810
 HE0810
 HE0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0810
 HE0810.The geoid height was determined by GEOID03.
 HE0810
 HE0810;                    North         East     Units Scale Factor Converg.
 HE0810;SPC KS S     -   469,168.682   662,181.338   MT  1.00000283   +1 48 59.0
 HE0810;UTM  15      - 4,125,910.825   274,353.820   MT  1.00022725   -1 32 26.7
 HE0810
 HE0810                          SUPERSEDED SURVEY CONTROL
 HE0810
 HE0810  NAD 83(1997)-  37 15 08.79001(N)    095 32 39.27521(W) AD(       ) 4
 HE0810  NAD 83(1986)-  37 15 08.79897(N)    095 32 39.25936(W) AD(       ) 4
 HE0810  NAD 27      -  37 15 08.56182(N)    095 32 38.33292(W) AD(       ) 3
 HE0810
 HE0810.Superseded values are not recommended for survey control.
 HE0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0810.See file dsdata.txt to determine how the superseded data were derived.
 HE0810
 HE0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7435425911(NAD 83)
 HE0810_MARKER: 52 = STANDPIPE TANK
 HE0810
 HE0810  HISTORY     - Date     Condition        Report By
 HE0810  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0810  HISTORY     - 1964     GOOD             CGS
 HE0810  HISTORY     - 1965     GOOD             CGS
 HE0810
 HE0810                          STATION DESCRIPTION
 HE0810
 HE0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE0810'RECOVERED IN GOOD CONDITION.  NOT PREVIOUSLY DESCRIBED.
 HE0810'
 HE0810'LOCATED ON A PROMINENT KNOLL IN THE SOUTHEAST PART OF THE TOWN
 HE0810'OF CHERRYVALE.  STANDPIPE IS APPROXIMATELY 88 FEET HIGH.
 HE0810
 HE0810                          STATION RECOVERY (1965)
 HE0810
 HE0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0810'THIS STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0812 ***********************************************************************
 HE0812  DESIGNATION -  CHERRYVALE ST FRANCIS XAV CH
 HE0812  PID         -  HE0812
 HE0812  STATE/COUNTY-  KS/MONTGOMERY
 HE0812  USGS QUAD   -  CHERRYVALE (1979)
 HE0812
 HE0812                         *CURRENT SURVEY CONTROL
 HE0812  ___________________________________________________________________
 HE0812* NAD 83(1997)-  37 16 03.48407(N)    095 33 20.91747(W)     ADJUSTED  
 HE0812* NAVD 88     -                                                        
 HE0812  ___________________________________________________________________
 HE0812  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 HE0812  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HE0812
 HE0812  HORZ ORDER  -  THIRD
 HE0812
 HE0812.The horizontal coordinates were established by classical geodetic methods
 HE0812.and adjusted by the National Geodetic Survey in October 1998..
 HE0812
 HE0812
 HE0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0812
 HE0812.The geoid height was determined by GEOID03.
 HE0812
 HE0812;                    North         East     Units Scale Factor Converg.
 HE0812;SPC KS S     -   470,821.639   661,102.415   MT  0.99999981   +1 48 33.4
 HE0812;UTM  15      - 4,127,624.522   273,373.328   MT  1.00023271   -1 32 53.9
 HE0812
 HE0812                          SUPERSEDED SURVEY CONTROL
 HE0812
 HE0812  NAD 83(1997)-  37 16 03.48806(N)    095 33 20.91694(W) AD(       ) 4
 HE0812  NAD 83(1986)-  37 16 03.49655(N)    095 33 20.90106(W) AD(       ) 4
 HE0812  NAD 27      -  37 16 03.26022(N)    095 33 19.97807(W) AD(       ) 3
 HE0812
 HE0812.Superseded values are not recommended for survey control.
 HE0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0812.See file dsdata.txt to determine how the superseded data were derived.
 HE0812
 HE0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7337327625(NAD 83)
 HE0812_MARKER: 91 = CHURCH CROSS
 HE0812
 HE0812  HISTORY     - Date     Condition        Report By
 HE0812  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0812  HISTORY     - 1964     GOOD             CGS
 HE0812
 HE0812                          STATION DESCRIPTION
 HE0812
 HE0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE0812'RECOVERED IN GOOD CONDITION.
 HE0812'
 HE0812'NO PREVIOUS DESCRIPTION.  IT IS DESCRIBED AS FOLLOWS-
 HE0812'
 HE0812'LOCATED NEAR CORNER OF FOURTH STREET SOUTH AND LIBERTY STREET
 HE0812'WEST IN CHERRYVALE.  LIBERTY STREET IS ALSO U.S. HIGHWAYS 160
 HE0812'AND 169.  STATION IS THE CROSS ON THE STEEPLE OF CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0821 ***********************************************************************
 HE0821  DESIGNATION -  CHERRYVALE UNITED CLAY T CO TK
 HE0821  PID         -  HE0821
 HE0821  STATE/COUNTY-  KS/MONTGOMERY
 HE0821  USGS QUAD   -  LIBERTY (1977)
 HE0821
 HE0821                         *CURRENT SURVEY CONTROL
 HE0821  ___________________________________________________________________
 HE0821* NAD 83(1997)-  37 14 52.31070(N)    095 33 08.85262(W)     ADJUSTED  
 HE0821* NAVD 88     -                                                        
 HE0821  ___________________________________________________________________
 HE0821  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 HE0821  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HE0821
 HE0821  HORZ ORDER  -  THIRD
 HE0821
 HE0821.The horizontal coordinates were established by classical geodetic methods
 HE0821.and adjusted by the National Geodetic Survey in October 1998..
 HE0821
 HE0821
 HE0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0821
 HE0821.The geoid height was determined by GEOID03.
 HE0821
 HE0821;                    North         East     Units Scale Factor Converg.
 HE0821;SPC KS S     -   468,637.956   661,468.881   MT  1.00000375   +1 48 40.8
 HE0821;UTM  15      - 4,125,422.620   273,611.340   MT  1.00023138   -1 32 44.0
 HE0821
 HE0821                          SUPERSEDED SURVEY CONTROL
 HE0821
 HE0821  NAD 83(1997)-  37 14 52.31477(N)    095 33 08.85186(W) AD(       ) 4
 HE0821  NAD 83(1986)-  37 14 52.32364(N)    095 33 08.83602(W) AD(       ) 4
 HE0821  NAD 27      -  37 14 52.08291(N)    095 33 07.91447(W) AD(       ) 3
 HE0821
 HE0821.Superseded values are not recommended for survey control.
 HE0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0821.See file dsdata.txt to determine how the superseded data were derived.
 HE0821
 HE0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7361125423(NAD 83)
 HE0821_MARKER: 51 = TANK
 HE0821
 HE0821  HISTORY     - Date     Condition        Report By
 HE0821  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0821
 HE0821                          STATION DESCRIPTION
 HE0821
 HE0821'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0445 ***********************************************************************
 HE0445  DESIGNATION -  CHETOPA
 HE0445  PID         -  HE0445
 HE0445  STATE/COUNTY-  KS/LABETTE
 HE0445  USGS QUAD   -  CHETOPA (1974)
 HE0445
 HE0445                         *CURRENT SURVEY CONTROL
 HE0445  ___________________________________________________________________
 HE0445* NAD 83(1986)-  37 02 13.     (N)    095 05 14.     (W)     SCALED    
 HE0445* NAVD 88     -       251.348  (meters)     824.63   (feet)  ADJUSTED  
 HE0445  ___________________________________________________________________
 HE0445  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HE0445  DYNAMIC HT  -         251.147 (meters)     823.97  (feet)  COMP
 HE0445  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 HE0445
 HE0445  VERT ORDER  -  SECOND    CLASS 0
 HE0445
 HE0445.The horizontal coordinates were scaled from a topographic map and have
 HE0445.an estimated accuracy of +/- 6 seconds.
 HE0445
 HE0445.The orthometric height was determined by differential leveling
 HE0445.and adjusted by the National Geodetic Survey in June 1991..
 HE0445
 HE0445.The geoid height was determined by GEOID03.
 HE0445
 HE0445.The dynamic height is computed by dividing the NAVD 88
 HE0445.geopotential number by the normal gravity value computed on the
 HE0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0445.degrees latitude (g = 980.6199 gals.).
 HE0445
 HE0445.The modeled gravity was interpolated from observed gravity values.
 HE0445
 HE0445;                    North         East    Units  Estimated Accuracy
 HE0445;SPC KS S     -   446,650.      703,580.      MT  (+/- 180 meters Scaled)
 HE0445
 HE0445                          SUPERSEDED SURVEY CONTROL
 HE0445
 HE0445  NGVD 29 (??/??/92)  251.235  (m)          824.26   (f) ADJ UNCH    2 0
 HE0445
 HE0445.Superseded values are not recommended for survey control.
 HE0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0445.See file dsdata.txt to determine how the superseded data were derived.
 HE0445
 HE0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB143010(NAD 83)
 HE0445_MARKER: DS = TRIANGULATION STATION DISK
 HE0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0445_SP_SET: BUILDING
 HE0445_STAMPING: CHETOPA 1934
 HE0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0445
 HE0445  HISTORY     - Date     Condition        Report By
 HE0445  HISTORY     - 1934     MONUMENTED       CGS
 HE0445
 HE0445                          STATION DESCRIPTION
 HE0445
 HE0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0445'AT CHETOPA.
 HE0445'AT CHETOPA, LABETTE COUNTY, AT THE CORNER OF MAIN AND FOURTH
 HE0445'STREETS, IN THE WEST FACE OF THE BRICK WALL OF THE CITY HALL,
 HE0445'39 FEET SOUTH OF THE CURB OF MAIN STREET, 12 FEET EAST OF THE
 HE0445'CURB OF FOURTH STREET, AND 5 FEET ABOVE THE SIDEWALK.  A STANDARD
 HE0445'DISK, STAMPED CHETOPA 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GG0744 ***********************************************************************
 GG0744  DESIGNATION -  CHETOPA
 GG0744  PID         -  GG0744
 GG0744  STATE/COUNTY-  KS/LABETTE
 GG0744  USGS QUAD   -  WELCH NORTH (1971)
 GG0744
 GG0744                         *CURRENT SURVEY CONTROL
 GG0744  ___________________________________________________________________
 GG0744* NAD 83(1997)-  36 59 59.55570(N)    095 05 07.99141(W)     ADJUSTED  
 GG0744* NAVD 88     -       252.43   (+/-2cm)     828.2    (feet)  VERTCON   
 GG0744  ___________________________________________________________________
 GG0744  X           -    -452,095.949 (meters)                     COMP
 GG0744  Y           -  -5,080,102.207 (meters)                     COMP
 GG0744  Z           -   3,817,516.330 (meters)                     COMP
 GG0744  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 GG0744  ELLIP HEIGHT-         222.84  (meters)          (10/02/98) GPS OBS
 GG0744  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 GG0744
 GG0744  HORZ ORDER  -  SECOND
 GG0744  VERT ORDER  -  THIRD ? (See Below)
 GG0744  ELLP ORDER  -  FOURTH    CLASS I
 GG0744
 GG0744.The horizontal coordinates were established by classical geodetic methods
 GG0744.and adjusted by the National Geodetic Survey in October 1998..
 GG0744
 GG0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 GG0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GG0744.The vertical order pertains to the NGVD 29 superseded value.
 GG0744
 GG0744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GG0744
 GG0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 GG0744
 GG0744.The ellipsoidal height was determined by GPS observations
 GG0744.and is referenced to NAD 83.
 GG0744
 GG0744.The geoid height was determined by GEOID03.
 GG0744
 GG0744;                    North         East     Units Scale Factor Converg.
 GG0744;SPC KS S     -   442,546.943   703,877.367   MT  1.00006314   +2 05 53.8
 GG0744;UTM  15      - 4,096,891.796   314,423.980   MT  1.00002427   -1 15 19.7
 GG0744
 GG0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GG0744!SPC KS S     -   0.99996503  x   1.00006314  =   1.00002817
 GG0744!UTM  15      -   0.99996503  x   1.00002427  =   0.99998930
 GG0744
 GG0744|---------------------------------------------------------------------|
 GG0744| PID    Reference Object                     Distance      Geod. Az  |
 GG0744|                                                           dddmmss.s |
 GG0744| CI1435 CHETOPA RM 1                         22.598 METERS 13607     |
 GG0744| CI1434 CHETOPA AZ MK                                      1751454.7 |
 GG0744| CI1436 CHETOPA RM 2                         36.134 METERS 24435     |
 GG0744| HE0748 CHETOPA MUNICIPAL TANK              APPROX. 4.5 KM 3474618.0 |
 GG0744| CI1438 CHETOPA RM 4                         20.274 METERS 35243     |
 GG0744| CI1437 CHETOPA RM 3                         20.275 METERS 35257     |
 GG0744|---------------------------------------------------------------------|
 GG0744
 GG0744                          SUPERSEDED SURVEY CONTROL
 GG0744
 GG0744  NAD 83(1997)-  36 59 59.55993(N)    095 05 07.99141(W) AD(       ) 2
 GG0744  NAD 83(1986)-  36 59 59.57394(N)    095 05 07.98129(W) AD(       ) 2
 GG0744  NAD 27      -  36 59 59.31974(N)    095 05 07.12678(W) AD(       ) 2
 GG0744  NGVD 29 (07/19/86)  252.32   (m)          827.8    (f) LEVELING    3  
 GG0744
 GG0744.Superseded values are not recommended for survey control.
 GG0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GG0744.See file dsdata.txt to determine how the superseded data were derived.
 GG0744
 GG0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA1442496892(NAD 83)
 GG0744_MARKER: DS = TRIANGULATION STATION DISK
 GG0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GG0744_SP_SET: CONCRETE POST
 GG0744_STAMPING: CHETOPA 1958
 GG0744_MARK LOGO: CGS   
 GG0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 GG0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GG0744+STABILITY: SURFACE MOTION
 GG0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GG0744+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1989
 GG0744
 GG0744  HISTORY     - Date     Condition        Report By
 GG0744  HISTORY     - 1958     MONUMENTED       CGS
 GG0744  HISTORY     - 1958     GOOD             CGS
 GG0744  HISTORY     - 1964     GOOD             CGS
 GG0744  HISTORY     - 1967     GOOD             CGS
 GG0744  HISTORY     - 1967     GOOD             CGS
 GG0744  HISTORY     - 19890301 GOOD             NGS
 GG0744  HISTORY     - 19890720 GOOD             NGS
 GG0744
 GG0744                          STATION DESCRIPTION
 GG0744
 GG0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GG0744'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF WELCH AND 2-1/2
 GG0744'MILES SOUTH OF CHETOPA NEAR THE OKLAHOMA-KANSAS STATE LINE.
 GG0744'IT IS 115 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 76
 GG0744'FEET EAST OF THE CENTER OF U.S. HIGHWAY 59 AND 45 FEET NORTHWEST
 GG0744'OF A POWER LINE BRACE POLE.  THE MARK PROJECTS 4 INCHES
 GG0744'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CHETOPA 1958.
 GG0744'
 GG0744'REFERENCE MARK NO. 1 IS 62 FEET NORTH OF THE CENTER OF A
 GG0744'GRAVELED ROAD (STATE LINE ROAD), 58 FEET NORTHWEST OF A
 GG0744'TELEPHONE POLE AND 31 FEET NORTHEAST OF A POWER LINE BRACE
 GG0744'POLE.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 GG0744'GROUND AND IS STAMPED CHETOPA NO 1 1958.
 GG0744'
 GG0744'REFERENCE MARK NO. 2 IS 64 FEET NORTH OF THE CENTER OF A
 GG0744'GRAVELED ROAD, 32 FEET WEST OF THE CENTER OF U.S. HIGHWAY 59
 GG0744'AND 1 FOOT NORTH OF A POWER LINE POLE.  THE MARK PROJECTS
 GG0744'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 GG0744'CHETOPA NO 2 1958.
 GG0744'
 GG0744'THE AZIMUTH MARK IS 72 FEET NORTH OF A FENCE CORNER, 48 FEET
 GG0744'EAST OF THE CENTER OF U.S. HIGHWAY 59, 2 FEET NORTH OF A WHITE
 GG0744'WITNESS POST AND 1 FOOT WEST OF AN EAST-WEST FENCE LINE.
 GG0744'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 GG0744'AND IS STAMPED CHETOPA 1958.
 GG0744'
 GG0744'TO REACH THE STATION FROM THE POST OFFICE IN CHETOPA GO EAST
 GG0744'ON U.S. HIGHWAYS 166 AND 59 FOR 0.1 MILE TO THE JUNCTION
 GG0744'OF THE HIGHWAYS.  TURN RIGHT, SOUTH, ON U.S. HIGHWAY 59 AND GO
 GG0744'2.5 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 GG0744'
 GG0744'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE STRAIGHT
 GG0744'AHEAD ON U.S. HIGHWAY 59 AND GO 0.35 MILE TO THE AZIMUTH MARK
 GG0744'ON THE LEFT AS DESCRIBED.
 GG0744'
 GG0744'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 GG0744
 GG0744                          STATION RECOVERY (1958)
 GG0744
 GG0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 GG0744'RECOVERED IN GOOD CONDITION.
 GG0744
 GG0744                          STATION RECOVERY (1964)
 GG0744
 GG0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 GG0744'THE STATION MARK, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE
 GG0744'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE R.M.S WERE
 GG0744'VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 GG0744
 GG0744                          STATION RECOVERY (1967)
 GG0744
 GG0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GG0744'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GG0744'CONDITION.  R.M. NO. 2 WAS REPORTED TO BE IN THE WAY OF HIGHWAY
 GG0744'CONSTRUCTION SO THIS MARK WAS RESET.  A NEW REFERENCE MARK
 GG0744'WAS ESTABLISHED AND IT WAS STAMPED NO 3.
 GG0744'
 GG0744'TO REACH THE STATION FROM CHETOPA, FROM THE JUNCTION OF
 GG0744'U.S. HIGHWAYS 59 AND 166, GO SOUTH ON U.S. 59 FOR 2.5 MILES
 GG0744'TO CROSSROADS AND STATION ON THE LEFT.
 GG0744'
 GG0744'THE STATION IS IN THE NORTHEAST ANGLE OF CROSSROADS, 115 FEET
 GG0744'NORTH OF THE STATE LINE ROAD, 76 FEET EAST OF THE CENTERLINE
 GG0744'OF U.S. 59, 45 FEET NORTHWEST OF A POWERLINE BRACE POLE
 GG0744'AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MARK PROJECTS
 GG0744'3 INCHES AND THE DISK IS STAMPED CHETOPA 1958.
 GG0744'
 GG0744'R.M. NO. 1 IS 62 FEET NORTH OF THE CENTERLINE OF THE STATE
 GG0744'LINE ROAD, 58 FEET NORTHWEST OF A TELEPHONE POLE AND 31 FEET
 GG0744'NORTHEAST OF A POWERLINE BRACE POLE.  THE MARK PROJECTS 4
 GG0744'INCHES AND THE DISK IS STAMPED CHETOPA NO 1 1958.
 GG0744'
 GG0744'R.M. NO. 3 IS ABOUT 180 FEET NORTH OF THE CENTERLINE OF THE
 GG0744'STATE LINE ROAD AND ABOUT 69 FEET EAST OF THE CENTERLINE OF
 GG0744'U.S. 59.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 GG0744'CHETOPA 1958 1967 NO 3.
 GG0744'
 GG0744'THE AZIMUTH MARK IS 72 FEET NORTH OF A FENCE CORNER, 48 FEET
 GG0744'EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF RIGHT OF
 GG0744'WAY FENCE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 GG0744'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CHETOPA 1958.
 GG0744'
 GG0744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.5 MILES
 GG0744'SOUTH CHETOPA.
 GG0744
 GG0744                          STATION RECOVERY (1967)
 GG0744
 GG0744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 GG0744'STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 GG0744'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GG0744'REFERENCE MARK NO. 3 WAS FOUND DISPLACED AND THE MARK WAS
 GG0744'RESET.  THE 1967 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 GG0744'
 GG0744'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK NO. 4.
 GG0744'
 GG0744'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CHETOPA 1958 NO.
 GG0744'4 1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 GG0744'PROJECTS 5 INCHES.  IT IS 180 FEET NORTH OF THE CENTER OF STATE
 GG0744'LINE ROAD, 69 FEET EAST OF THE CENTER OF U.S. HIGHWAY 69,
 GG0744'AND 37 FEET NORTH OF AN UNDERGROUND TELEPHONE CABLE BOX ON A
 GG0744'CRESOTE POST.
 GG0744'
 GG0744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.5 MILES
 GG0744'SOUTH OF CHETOPA.
 GG0744
 GG0744                          STATION RECOVERY (1989)
 GG0744
 GG0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0744'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 GG0744'FOLLOWS.
 GG0744'THE STATION IS LOCATED ABOUT 14.0 KM (8.70 MI) NORTH OF WELSH, OK, AND
 GG0744'4.1 KM (2.55 MI) SOUTH OF CHETOPA.  OWNERSHIP--STATE HIGHWAY
 GG0744'DEPARTMENT.
 GG0744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 166 IN
 GG0744'CHETOPA, GO SOUTH ON HIGHWAY 59 FOR 4.1 KM (2.55 MI) TO THE STATION ON
 GG0744'THE LEFT, JUST BEFORE REACHING THE OKLAHOMA STATE LINE.
 GG0744'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 GG0744'CONCRETE POST THAT PROJECTS 5 CM ABOVE THE GROUND.  LOCATED 32.4 M
 GG0744'(106.3 FT) NORTH OF THE CENTER OF STATELINE ROAD, 23.4 M (76.8 FT)
 GG0744'EAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 M (44.9 FT) NORTHWEST OF A
 GG0744'UTILITY POLE, 9.0 M (29.5 FT) SOUTHEAST OF AN UNDERGROUND CABLE
 GG0744'WARNING POST, AND 0.3 M (1.0 FT) WEST OF A METAL WITNESS POST.
 GG0744'DESCRIBED BY E.J. HANSMANN, TYPED BY GAM.
 GG0744
 GG0744                          STATION RECOVERY (1989)
 GG0744
 GG0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 GG0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0748 ***********************************************************************
 HE0748  DESIGNATION -  CHETOPA MUNICIPAL TANK
 HE0748  PID         -  HE0748
 HE0748  STATE/COUNTY-  KS/LABETTE
 HE0748  USGS QUAD   -  CHETOPA (1974)
 HE0748
 HE0748                         *CURRENT SURVEY CONTROL
 HE0748  ___________________________________________________________________
 HE0748* NAD 83(1997)-  37 02 21.16847(N)    095 05 46.27660(W)     ADJUSTED  
 HE0748* NAVD 88     -                                                        
 HE0748  ___________________________________________________________________
 HE0748  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HE0748  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HE0748
 HE0748  HORZ ORDER  -  THIRD
 HE0748
 HE0748.The horizontal coordinates were established by classical geodetic methods
 HE0748.and adjusted by the National Geodetic Survey in October 1998..
 HE0748
 HE0748
 HE0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0748
 HE0748.The geoid height was determined by GEOID03.
 HE0748
 HE0748;                    North         East     Units Scale Factor Converg.
 HE0748;SPC KS S     -   446,875.207   702,771.970   MT  1.00005249   +2 05 30.3
 HE0748;SPC OK N     -   230,133.507   858,317.638   MT  1.00006110   +1 42 49.2
 HE0748;SPC OK N     -   755,029.68  2,815,997.12   sFT  1.00006110   +1 42 49.2
 HE0748;UTM  15      - 4,101,277.183   313,573.747   MT  1.00002816   -1 15 46.9
 HE0748
 HE0748                          SUPERSEDED SURVEY CONTROL
 HE0748
 HE0748  NAD 83(1997)-  37 02 21.17212(N)    095 05 46.27692(W) AD(       ) 4
 HE0748  NAD 83(1986)-  37 02 21.18544(N)    095 05 46.26612(W) AD(       ) 4
 HE0748  NAD 27      -  37 02 20.93091(N)    095 05 45.40984(W) AD(       ) 3
 HE0748
 HE0748.Superseded values are not recommended for survey control.
 HE0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0748.See file dsdata.txt to determine how the superseded data were derived.
 HE0748
 HE0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1357401277(NAD 83)
 HE0748_MARKER: 53 = ELEVATED TANK
 HE0748
 HE0748  HISTORY     - Date     Condition        Report By
 HE0748  HISTORY     - 1958     FIRST OBSERVED   CGS
 HE0748
 HE0748                          STATION DESCRIPTION
 HE0748
 HE0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 HE0748'THE STATION IS LOCATED IN THE NORTHWEST PART OF TOWN, 2 BLOCKS
 HE0748'NORTH OF U.S. HIGHWAYS NO. 59 AND 166 AND ABOUT 100 FEET
 HE0748'NORTHWEST OF THE INTERSECTION OF 9TH STREET AND ELM STREET.  IT
 HE0748'IS A CYLINDRICAL TANK WITH A CONICAL ROOF, PAINTED SILVER IN
 HE0748'COLOR AND IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE, ABOUT
 HE0748'125 FEET IN OVERALL HEIGHT.
 HE0748'
 HE0748'POINT OBSERVED WAS BALL AT APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0760 ***********************************************************************
 JG0760  DESIGNATION -  CHEYENNE
 JG0760  PID         -  JG0760
 JG0760  STATE/COUNTY-  KS/BARTON
 JG0760  USGS QUAD   -  ELLINWOOD NE (1979)
 JG0760
 JG0760                         *CURRENT SURVEY CONTROL
 JG0760  ___________________________________________________________________
 JG0760* NAD 83(1997)-  38 26 04.62594(N)    098 35 59.32684(W)     ADJUSTED  
 JG0760* NAVD 88     -       561.     (meters)    1841.     (feet)  SCALED    
 JG0760  ___________________________________________________________________
 JG0760  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 JG0760  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 JG0760
 JG0760  HORZ ORDER  -  SECOND
 JG0760
 JG0760.The horizontal coordinates were established by classical geodetic methods
 JG0760.and adjusted by the National Geodetic Survey in October 1998..
 JG0760
 JG0760.The orthometric height was scaled from a topographic map.
 JG0760
 JG0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0760
 JG0760.The geoid height was determined by GEOID03.
 JG0760
 JG0760;                    North         East     Units Scale Factor Converg.
 JG0760;SPC KS S     -   596,225.248   391,285.376   MT  0.99997655   -0 03 40.8
 JG0760;UTM  14      - 4,254,114.437   534,927.041   MT  0.99961502   +0 14 55.6
 JG0760
 JG0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0760!SPC KS S     -   0.99991607  x   0.99997655  =   0.99989262
 JG0760!UTM  14      -   0.99991607  x   0.99961502  =   0.99953112
 JG0760
 JG0760|---------------------------------------------------------------------|
 JG0760| PID    Reference Object                     Distance      Geod. Az  |
 JG0760|                                                           dddmmss.s |
 JG0760| CK8325 CHEYENNE RM 2                        23.540 METERS 00015     |
 JG0760| JG0802 CLAFLIN MUNICIPAL TANK              APPROX.11.8 KM 0293336.2 |
 JG0760| CK8324 CHEYENNE RM 1                        20.601 METERS 07359     |
 JG0760| CK8323 CHEYENNE AZ MK                                     0891843.5 |
 JG0760| JG0800 ODIN CATHOLIC CHURCH SPIRE          APPROX.14.3 KM 3564555.4 |
 JG0760|---------------------------------------------------------------------|
 JG0760
 JG0760                          SUPERSEDED SURVEY CONTROL
 JG0760
 JG0760  NAD 83(1986)-  38 26 04.63341(N)    098 35 59.32668(W) AD(       ) 2
 JG0760  NAD 27      -  38 26 04.59100(N)    098 35 58.05000(W) AD(       ) 2
 JG0760
 JG0760.Superseded values are not recommended for survey control.
 JG0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0760.See file dsdata.txt to determine how the superseded data were derived.
 JG0760
 JG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH3492754114(NAD 83)
 JG0760_MARKER: DS = TRIANGULATION STATION DISK
 JG0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0760_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0760
 JG0760  HISTORY     - Date     Condition        Report By
 JG0760  HISTORY     - 1953     MONUMENTED       CGS
 JG0760
 JG0760                          STATION DESCRIPTION
 JG0760
 JG0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0760'THE STATION IS ABOUT 7 MILES SOUTHWEST OF CLAFLIN, 5-1/2 MILES
 JG0760'NORTH OF ELLINWOOD, IN SEC. 1, T 19 S, R 12 W, 50 FEET SOUTH OF
 JG0760'THE CENTER OF A GRAVELED ROAD, 18 FEET SOUTH OF A FENCE CORNER,
 JG0760'7 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST AND 1 FOOT EAST
 JG0760'OF A FENCE.
 JG0760'
 JG0760'TO REACH THE STATION FROM THE POST OFFICE IN ELLINWOOD, GO NORTH
 JG0760'ON MAIN STREET FOR 0.4 MILE TO A T-INTERSECTION, TURN RIGHT AND
 JG0760'GO EAST ON A PAVED ROAD FOR 0.4 MILE TO A CROSSROADS, TURN LEFT
 JG0760'AND GO NORTH 5.0 MILES TO A CROSSROADS AND THE CHURCH, TURN
 JG0760'LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO THE AZIMUTH
 JG0760'MARK ON THE LEFT, CONTINUE WEST 0.5 MILE TO THE STATION ON THE
 JG0760'LEFT.
 JG0760'
 JG0760'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JG0760'CHEYENNE 1952.
 JG0760'
 JG0760'REFERENCE MARK 1 IS 29 FEET SOUTH OF THE CENTER OF THE ROAD, 18
 JG0760'FEET WEST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE.  THE
 JG0760'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHEYENNE NO 1 1952.
 JG0760'
 JG0760'REFERENCE MARK 2 IS 29 FEET NORTH OF THE CENTER OF THE ROAD,
 JG0760'2 FEET SOUTHWEST OF A POWERLINE POLE AND 1 FOOT SOUTHEAST OF A
 JG0760'FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JG0760'STAMPED CHEYENNE NO 2 1952.
 JG0760'
 JG0760'THE AZIMUTH MARK IS 50 FEET SOUTHWEST OF THE CENTER OF A CROSSROADS,
 JG0760'5 FEET SOUTH OF A FENCE CORNER, 3 FEET SOUTH OF A 4 X 4 INCH
 JG0760'WHITE WITNESS POST AND 3 FEET WEST OF A TELEPHONE POLE.  THE
 JG0760'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CHEYENNE 1952.
 JG0760'
 JG0760'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0715 ***********************************************************************
 KH0715  DESIGNATION -  CHEYENNE 2
 KH0715  PID         -  KH0715
 KH0715  STATE/COUNTY-  KS/CHEYENNE
 KH0715  USGS QUAD   -  SOUTH OF CROSBY CREEK (1978)
 KH0715
 KH0715                         *CURRENT SURVEY CONTROL
 KH0715  ___________________________________________________________________
 KH0715* NAD 83(1997)-  39 36 16.78805(N)    101 56 15.90337(W)     ADJUSTED  
 KH0715* NAVD 88     -      1142.3    (meters)    3748.     (feet)  VERTCON   
 KH0715  ___________________________________________________________________
 KH0715  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 KH0715  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 KH0715
 KH0715  HORZ ORDER  -  FIRST
 KH0715
 KH0715.The horizontal coordinates were established by classical geodetic methods
 KH0715.and adjusted by the National Geodetic Survey in October 1998..
 KH0715
 KH0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0715
 KH0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0715
 KH0715.The geoid height was determined by GEOID03.
 KH0715
 KH0715;                    North         East     Units Scale Factor Converg.
 KH0715;SPC KS N     -   148,486.730    61,923.853   MT  0.99997589   -2 29 29.3
 KH0715;SPC CO N     -   341,070.821 1,220,266.818   MT  1.00001997   +2 18 06.1
 KH0715;SPC CO N     - 1,118,996.52  4,003,492.05   sFT  1.00001997   +2 18 06.1
 KH0715;SPC CO C     -   507,433.048 1,220,256.792   MT  0.99997448   +2 14 48.0
 KH0715;SPC CO C     - 1,664,803.26  4,003,459.16   sFT  0.99997448   +2 14 48.0
 KH0715;UTM  14      - 4,388,004.363   247,773.409   MT  1.00038333   -1 52 25.5
 KH0715;UTM  13      - 4,388,361.542   762,917.515   MT  1.00045115   +1 57 11.7
 KH0715
 KH0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0715!SPC KS N     -   0.99982445  x   0.99997589  =   0.99980035
 KH0715!SPC CO N     -   0.99982445  x   1.00001997  =   0.99984442
 KH0715!SPC CO C     -   0.99982445  x   0.99997448  =   0.99979894
 KH0715!UTM  14      -   0.99982445  x   1.00038333  =   1.00020772
 KH0715!UTM  13      -   0.99982445  x   1.00045115  =   1.00027553
 KH0715
 KH0715|---------------------------------------------------------------------|
 KH0715| PID    Reference Object                     Distance      Geod. Az  |
 KH0715|                                                           dddmmss.s |
 KH0715| CP6811 CHEYENNE 2 RM 3                      18.509 METERS 11818     |
 KH0715| CP8814 TT 19 WM                                           1181937.4 |
 KH0715| CP6808 CHEYENNE 2 AZ MK                                   1812143.1 |
 KH0715| KH0714 CHEYENNE                             18.844 METERS 23601     |
 KH0715| CP6809 CHEYENNE 2 RM 1                      23.092 METERS 28245     |
 KH0715| CP6810 CHEYENNE 2 RM 2                      36.154 METERS 35605     |
 KH0715|---------------------------------------------------------------------|
 KH0715
 KH0715                          SUPERSEDED SURVEY CONTROL
 KH0715
 KH0715  NAD 83(1997)-  39 36 16.78786(N)    101 56 15.90277(W) AD(       ) 1
 KH0715  NAD 83(1997)-  39 36 16.78784(N)    101 56 15.90301(W) AD(       ) 1
 KH0715  NAD 83(1986)-  39 36 16.78738(N)    101 56 15.90264(W) AD(       ) 1
 KH0715  NAD 27      -  39 36 16.80744(N)    101 56 14.25422(W) AD(       ) 1
 KH0715  NGVD 29 (07/19/86) 1141.8    (m)         3746.     (f) VERT ANG       
 KH0715
 KH0715.Superseded values are not recommended for survey control.
 KH0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0715.See file dsdata.txt to determine how the superseded data were derived.
 KH0715
 KH0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ4777388004(NAD 83)
 KH0715_MARKER: DS = TRIANGULATION STATION DISK
 KH0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0715
 KH0715  HISTORY     - Date     Condition        Report By
 KH0715  HISTORY     - 1951     MONUMENTED       CGS
 KH0715  HISTORY     - 1968     GOOD             CGS
 KH0715  HISTORY     - 1968     GOOD             USGS
 KH0715
 KH0715                          STATION DESCRIPTION
 KH0715
 KH0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0715'THE STATION IS LOCATED ABOUT 22 MILES NORTHWEST OF GOODLAND
 KH0715'AND 14 MILES SOUTHWEST OF ST. FRANCIS.  IT IS IN THE SOUTHWEST
 KH0715'CORNER OF A CULTIVATED FIELD, 44 FEET EAST FROM THE CENTER OF
 KH0715'A DIRT ROAD AND 10 FEET EAST FROM A NORTH-SOUTH FENCE AND
 KH0715'WITNESS POST.  IT IS STAMPED CHEYENNE 2 1951 AND IS 18 INCHES
 KH0715'BELOW THE GROUND SURFACE.
 KH0715'
 KH0715'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE 32
 KH0715'FEET WEST FROM THE CENTER OF THE ROAD.  IT IS STAMPED CHEYENNE
 KH0715'2 NO 1 1951 AND PROJECTS 3 INCHES.
 KH0715'
 KH0715'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE 35 FEET
 KH0715'EAST FROM THE CENTER OF THE ROAD.  IT IS STAMPED CHEYENNE 2 NO
 KH0715'2 1951 AND PROJECTS 3 INCHES.
 KH0715'
 KH0715'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0715'NO. 2 IS 121.0 FEET.
 KH0715'
 KH0715'TT 19 WM (USGS) WAS USED AS THE AZIMUTH MARK.  IT IS 16 FEET
 KH0715'NORTH FROM THE CENTER OF A DIRT ROAD, 1 FOOT SOUTH OF THE FENCE
 KH0715'LINE AND 1 FOOT WEST FROM A WITNESS POST.  IT IS STAMPED TT
 KH0715'19 WM 3735 1949 AND PROJECTS 6 INCHES.
 KH0715'
 KH0715'A TRAVERSE MEASUREMENT WAS MADE TO CHEYENNE 1933.
 KH0715'
 KH0715'TO REACH THE STATION FROM THE POST OFFICE IN GOODLAND, GO EAST
 KH0715'ON 11TH. STREET FOR 0.15 MILE TO STATE HIGHWAY 27, TURN LEFT
 KH0715'ON STATE HIGHWAY 27 AND GO NORTH FOR 19.4 MILES TO A CROSSROAD.
 KH0715'TURN LEFT AND GO WEST ON A DIRT ROAD FOR 4.0 MILES TO A CROSSROAD
 KH0715'AND A WHITE CHURCH IN THE NORTHWEST ANGLE, TURN LEFT AND GO
 KH0715'SOUTH FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST
 KH0715'FOR 7.05 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KH0715'CONTINUE WEST FOR 0.95 MILE TO A T ROAD INTERSECTION, TURN
 KH0715'RIGHT AND GO NORTH FOR 0.5 MILE TO THE STATION ON THE RIGHT
 KH0715'AS DESCRIBED.
 KH0715
 KH0715                          STATION RECOVERY (1968)
 KH0715
 KH0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KH0715'THE STATION MARK, REFERENCE MARK 2 AND CHEYENNE 1933 UNDERGROUND
 KH0715'MARK WERE RECOVERED IN GOOD CONDITION.  B.M. TT 19 WM (USGS)
 KH0715'AND REFERENCE MARK 1 WERE SEARCHED FOR AND WERE NOT RECOVERED.  AN
 KH0715'AZIMUTH MARK AND REFERENCE MARK 3 WERE ESTABLISHED.  THE DIRECTION
 KH0715'TO REFERENCE MARK 2 CHECKED, BUT A DIFFERENCE OF .04 OF A FOOT
 KH0715'SHORTER WAS FOUND.  THE DIRECTION TO CHEYENNE 1933 CHECKED, BUT
 KH0715'A DIFFERENCE OF .03 OF A FOOT SHORTER WAS FOUND.  FOLLOWING IS
 KH0715'A NEW DESCRIPTION.
 KH0715'
 KH0715'THE STATION IS LOCATED ABOUT 22 MILES NORTHWEST OF GOODLAND, 20
 KH0715'1/2 MILES EAST-SOUTHEAST OF IDALIA, COLORADO, 6 MILES EAST OF
 KH0715'THE KANSAS-COLORADO STATE LINE AND ON PROPERTY OF MR. RALPH
 KH0715'MC GOWAN.
 KH0715'
 KH0715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 KH0715'385, ABOUT 4 MILES NORTHEAST OF IDALIA, COLORADO, GO EAST ON
 KH0715'U.S. HIGHWAY 36 FOR 10.65 MILES TO THE KANSAS-COLORADO STATE
 KH0715'LINE.  CONTINUE EAST ON U.S. HIGHWAY 36 FOR 12.1 MILES TO THE EAST
 KH0715'END OF A BRIDGE OVER THE REPUBLICAN RIVER AND A SIDE ROAD
 KH0715'RIGHT.  TURN RIGHT AND GO SOUTH, THEN WEST ON A GRAVELED ROAD
 KH0715'FOR 3.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A
 KH0715'GRAVELED ROAD FOR 7.3 MILES TO A FORK.  BEAR RIGHT AND GO
 KH0715'WEST ON A GRAVELED ROAD FOR 0.9 MILE TO A FORK.  BEAR LEFT
 KH0715'AND GO SOUTH ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD, A
 KH0715'WHITE HOUSE AND THREE GRANARIES IN THE SOUTHEAST ANGLE OF THE
 KH0715'INTERSECTION.  TURN RIGHT AND GO WEST ON A
 KH0715'GRAVELED ROAD FOR 2.9 MILES TO A T-ROAD.*** TURN RIGHT AND GO
 KH0715'NORTH ON A DIRT ROAD FOR 0.5 MILE TO A FIELD ROAD RIGHT AND
 KH0715'THE STATION IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 KH0715'
 KH0715'THE STATION MARK IS A STANDARD DISK STAMPED CHEYENNE 2 1951, SET
 KH0715'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 16
 KH0715'INCHES BELOW THE GROUND SURFACE.  IT IS 44 FEET EAST OF THE CENTER
 KH0715'OF THE DIRT ROAD, 23 FEET NORTH OF THE CENTER OF THE FIELD ROAD
 KH0715'AND 9 FEET EAST OF A METAL WITNESS POST.
 KH0715'
 KH0715'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHEYENNE 2 NO 2 1951,
 KH0715'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 KH0715'THE GROUND SURFACE.  IT IS 119 FEET NORTH OF THE METAL WITNESS
 KH0715'POST AND 35 FEET EAST OF THE CENTER OF THE DIRT ROAD.
 KH0715'
 KH0715'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHEYENNE 2 1951 NO 3
 KH0715'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KH0715'WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 98 FEET
 KH0715'EAST OF THE CENTER OF THE DIRT ROAD, 9 FEET SOUTH OF THE FIELD
 KH0715'ROAD AND 1.8 FEET WEST OF A METAL WITNESS POST.
 KH0715'
 KH0715'CHEYENNE 1933 IS A STANDARD STATION MARK DISK STAMPED CHEYENNE
 KH0715'1933, SET IN THE CENTER OF AN IRREGULAR MASS OF CONCRETE WHICH
 KH0715'IS 3 FEET BELOW THE GROUND SURFACE.  IT IS 55 FEET SOUTHWEST OF
 KH0715'THE METAL WITNESS POST, 10 FEET WEST OF THE CENTER OF THE DIRT
 KH0715'ROAD AND 3 FEET EAST OF THE WEST EDGE OF THE DIRT ROAD.
 KH0715'
 KH0715'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHEYENNE 2 1951, SET
 KH0715'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KH0715'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET WEST
 KH0715'OF THE CENTER OF THE GRAVELED ROAD, 3 FEET SOUTHEAST OF A METAL
 KH0715'WITNESS POST AND 1 FOOT NORTHEAST OF A POWER LINE POLE.
 KH0715'
 KH0715'***TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND
 KH0715'GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE
 KH0715'RIGHT.
 KH0715'
 KH0715'HEIGHT OF LIGHT ABOVE STATION MARK 74.3 FEET.
 KH0715
 KH0715                          STATION RECOVERY (1968)
 KH0715
 KH0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 KH0715'THE STATION IS LOCATED ABOUT 22 MILES NORTHWEST OF GOODLAND
 KH0715'AND 14 MILES SOUTHWEST OF ST. FRANCIS NEAR THE WEST-QUARTER
 KH0715'CORNER OF SECTION 21, T. 5W., R. 41W., IT IS IN THE SOUTHWEST
 KH0715'CORNER OF A CULTIVATED FIELD 24 FEET NORTH AND 44 FEET EAST
 KH0715'OF NORTH-SOUTH ROAD AT A TRACK ROAD EAST, 9.0 FEET DUE EAST
 KH0715'OF A USC AND GS WITNESS SIGN MOUNTED ON A METAL POST.
 KH0715'
 KH0715'THE TO REACH DESCRIPTION IS CORRECT AND STILL ADEQUATE.
 KH0715'
 KH0715'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 KH0715'18 INCHES UNDERGROUND AND IS STAMPED CHEYENNE 2 1951.
 KH0715'
 KH0715'REFERENCE MARK NO. 1--NO EVIDENCE WAS FOUND OF THE MARK.  THE
 KH0715'ROW FENCE HAS BEEN REMOVED AND THE SITE IS UNDER CULTIVATION.
 KH0715'THERE IS NO SUITABLE LOCATION TO SET A NEW MARK.
 KH0715'
 KH0715'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK DISK
 KH0715'SET IN A CONCRETE POST 35 FEET EAST OF THE ROAD.  THE DISK IS
 KH0715'FLUSH WITH THE GROUND AND IS STAMPED CHEYENNE 2, R.M. NO. 2 1951.
 KH0715'
 KH0715'AZIMUTH MARK--PROBABLY DESTROYED.  SEVERAL BROKEN PIECES OF
 KH0715'CONCRETE WERE FOUND BUT NO TABLET.  THE ROW FENCE HAS BEEN
 KH0715'REMOVED AND THE SITE IS UNDER CULTIVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0696 ***********************************************************************
 KE0696  DESIGNATION -  CHI SQ 3=972
 KE0696  PID         -  KE0696
 KE0696  STATE/COUNTY-  KS/JEFFERSON
 KE0696  USGS QUAD   -  HALF MOUND (1979)
 KE0696
 KE0696                         *CURRENT SURVEY CONTROL
 KE0696  ___________________________________________________________________
 KE0696* NAD 83(1986)-  39 23 27.     (N)    095 24 15.     (W)     SCALED    
 KE0696* NAVD 88     -       296.863  (meters)     973.96   (feet)  ADJUSTED  
 KE0696  ___________________________________________________________________
 KE0696  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 KE0696  DYNAMIC HT  -         296.674 (meters)     973.34  (feet)  COMP
 KE0696  MODELED GRAV-     979,983.2   (mgal)                       NAVD 88
 KE0696
 KE0696  VERT ORDER  -  SECOND    CLASS 0
 KE0696
 KE0696.The horizontal coordinates were scaled from a topographic map and have
 KE0696.an estimated accuracy of +/- 6 seconds.
 KE0696
 KE0696.The orthometric height was determined by differential leveling
 KE0696.and adjusted by the National Geodetic Survey in June 1991..
 KE0696
 KE0696.The geoid height was determined by GEOID03.
 KE0696
 KE0696.The dynamic height is computed by dividing the NAVD 88
 KE0696.geopotential number by the normal gravity value computed on the
 KE0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0696.degrees latitude (g = 980.6199 gals.).
 KE0696
 KE0696.The modeled gravity was interpolated from observed gravity values.
 KE0696
 KE0696;                    North         East    Units  Estimated Accuracy
 KE0696;SPC KS N     -   120,600.      623,590.      MT  (+/- 180 meters Scaled)
 KE0696
 KE0696                          SUPERSEDED SURVEY CONTROL
 KE0696
 KE0696  NGVD 29 (??/??/92)  296.756  (m)          973.61   (f) ADJ UNCH    2 0
 KE0696
 KE0696.Superseded values are not recommended for survey control.
 KE0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0696.See file dsdata.txt to determine how the superseded data were derived.
 KE0696
 KE0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD929629(NAD 83)
 KE0696_MARKER: Q = CHISELED SQUARE
 KE0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0696_SP_SET: BRIDGE
 KE0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0696
 KE0696  HISTORY     - Date     Condition        Report By
 KE0696  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0696  HISTORY     - 1950     GOOD             NGS
 KE0696
 KE0696                          STATION DESCRIPTION
 KE0696
 KE0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0696'4.4 MI SW FROM NORTONVILLE.
 KE0696'4.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0696'RAILWAY FROM THE STATION AT NORTONVILLE, JEFFERSON COUNTY,
 KE0696'AT A ROAD CROSSING, 66 FEET EAST OF THE CENTERLINE OF THE GRAVEL
 KE0696'ROAD, 18 FEET NORTH OF THE NORTH RAIL, AT BRIDGE 21 B, AT THE
 KE0696'NORTHEAST CORNER OF THE BRIDGE, AND ON THE TOP OF THE NORTH
 KE0696'STONE ABUTMENT.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1370 ***********************************************************************
 JF1370  DESIGNATION -  CHICAGO
 JF1370  PID         -  JF1370
 JF1370  STATE/COUNTY-  KS/LYON
 JF1370  USGS QUAD   -  EMPORIA SE (1973)
 JF1370
 JF1370                         *CURRENT SURVEY CONTROL
 JF1370  ___________________________________________________________________
 JF1370* NAD 83(1997)-  38 21 06.16463(N)    096 04 10.54729(W)     ADJUSTED  
 JF1370* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 JF1370  ___________________________________________________________________
 JF1370  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JF1370  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 JF1370
 JF1370  HORZ ORDER  -  SECOND
 JF1370
 JF1370.The horizontal coordinates were established by classical geodetic methods
 JF1370.and adjusted by the National Geodetic Survey in October 1998..
 JF1370
 JF1370.The orthometric height was scaled from a topographic map.
 JF1370
 JF1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1370
 JF1370.The geoid height was determined by GEOID03.
 JF1370
 JF1370;                    North         East     Units Scale Factor Converg.
 JF1370;SPC KS S     -   589,786.658   612,413.188   MT  0.99996455   +1 29 36.8
 JF1370;UTM  14      - 4,248,904.648   756,073.901   MT  1.00040764   +1 49 09.4
 JF1370;UTM  15      - 4,249,300.271   231,760.059   MT  1.00048622   -1 54 20.8
 JF1370
 JF1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1370!SPC KS S     -   0.99994864  x   0.99996455  =   0.99991319
 JF1370!UTM  14      -   0.99994864  x   1.00040764  =   1.00035626
 JF1370!UTM  15      -   0.99994864  x   1.00048622  =   1.00043483
 JF1370
 JF1370|---------------------------------------------------------------------|
 JF1370| PID    Reference Object                     Distance      Geod. Az  |
 JF1370|                                                           dddmmss.s |
 JF1370| CL4483 CHICAGO RM 2                         30.724 METERS 03257     |
 JF1370| JE1756 HARTFORD MUNICIPAL TANK             APPROX.10.7 KM 1155655.5 |
 JF1370| JF1371 CHICAGO                              18.478 METERS 13303     |
 JF1370| CL4482 CHICAGO RM 1                         65.730 METERS 14339     |
 JF1370| CL4480 CHICAGO AZ MK 2                                    2013217.1 |
 JF1370| CL4481 CHICAGO AZ MK                                      2045651.7 |
 JF1370| JF1381 EMPORIA SACRED HEART CATH CH        APPROX.10.6 KM 2994723.6 |
 JF1370| JF1389 EMPORIA MUNICIPAL TANK              APPROX.13.0 KM 3031741.0 |
 JF1370|---------------------------------------------------------------------|
 JF1370
 JF1370                          SUPERSEDED SURVEY CONTROL
 JF1370
 JF1370  NAD 83(1986)-  38 21 06.17185(N)    096 04 10.54987(W) AD(       ) 2
 JF1370  NAD 27      -  38 21 06.11586(N)    096 04 09.57969(W) AD(       ) 2
 JF1370
 JF1370.Superseded values are not recommended for survey control.
 JF1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1370.See file dsdata.txt to determine how the superseded data were derived.
 JF1370
 JF1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5607448905(NAD 83)
 JF1370_MARKER: DS = TRIANGULATION STATION DISK
 JF1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1370
 JF1370  HISTORY     - Date     Condition        Report By
 JF1370  HISTORY     - 1956     MONUMENTED       CGS
 JF1370  HISTORY     - 1968     GOOD             CGS
 JF1370
 JF1370                          STATION DESCRIPTION
 JF1370
 JF1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1370'THE STATION IS ABOUT 8 MILES NORTHEAST OF OLPE, 4 MILES
 JF1370'WEST OF NEOSHO RAPIDS, 7 MILES SOUTHEAST OF EMPORIA, ON TOP
 JF1370'OF THE HIGHEST HILL IN THE IMMEDIATE VICINITY, ON LAND OWNED
 JF1370'AND OPERATED BY MR. SHARENBERG.  IT IS 50 FEET SOUTHEAST OF
 JF1370'THE NORTHWEST RIM OF THE HILL, 83 FEET NORTHWEST OF A 12 INCH
 JF1370'MAPLE TREE AND 174 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 JF1370'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED CHICAGO 1956.
 JF1370'
 JF1370'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S AND
 JF1370'STATE HIGHWAY 99 IN EMPORIA, GO SOUTH ON HIGHWAY 99 (COMMERCIAL
 JF1370'STREET) FOR 4.1 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST
 JF1370'ON A GRAVEL ROAD FOR 5.5 MILES TO A CROSSROAD.  CONTINUE
 JF1370'EAST ON THE MAIN ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON
 JF1370'THE RIGHT.  CONTINUE EAST ON THE MAIN ROAD FOR 0.6 MILE TO
 JF1370'A CROSSROAD AT THE CHICAGO MOUND CEMETERY.  TURN LEFT AND GO
 JF1370'NORTH ON A GRAVEL ROAD FOR 0.3 MILE TO THE DRIVEWAY TO MR.
 JF1370'SHARENBERGS HOUSE.  TURN LEFT AND GO WEST FOR 0.1 MILE TO MR.
 JF1370'SHARENBERGS HOUSE ON THE RIGHT.  PASS TO THE LEFT OF THE
 JF1370'HOUSE AND CONTINUE WEST, UP HILL, FOR 0.1 MILE TO A WIRE GATE.
 JF1370'PASS THROUGH THE GATE AND CONTINUE UP HILL IN A
 JF1370'WESTERLY DIRECTION FOR 0.35 MILE TO THE TOP OF THE HILL
 JF1370'AND THE STATION.
 JF1370'
 JF1370'CHICAGO (USGS) IS 60 FEET WEST OF THE 12 INCH MAPLE TREE AND 100
 JF1370'FEET NORTHWEST OF THE NORTHWEST EDGE OF AN ABANDONED ROCK
 JF1370'QUARRY.  IT IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK,
 JF1370'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST.  THE MARK
 JF1370'PROJECTS 6 INCHES AND THE DISK IS STAMPED CHICAGO 1956.
 JF1370'
 JF1370'REFERENCE MARK 1 (USGS) IS 156.47 FEET, 47.692 METERS, SOUTH OF
 JF1370'CHICAGO (USGS), 182 FEET SOUTH OF THE 12 INCH MAPLE TREE
 JF1370'AND 33 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE ABANDONED
 JF1370'QUARRY.  IT IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 JF1370'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WITH THE ARROW
 JF1370'POINTING TOWARD CHICAGO (USGS).  THE MARK PROJECTS 6 INCHES
 JF1370'AND THE DISK IS STAMPED CHICAGO NO 1 1956.
 JF1370'
 JF1370'REFERENCE MARK 2 (USGS) IS 126.45 FEET, 38.544 METERS NORTHEAST
 JF1370'OF CHICAGO (USGS), 85 FEET NORTH OF THE 12 INCH MAPLE TREE,
 JF1370'33 FEET SOUTH OF THE NORTHEAST RIM OF THE HILL AND 24 FEET
 JF1370'NORTH OF THE NORTH EDGE OF OUTCROPPING BED-ROCK.  IT IS A
 JF1370'U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET IN THE TOP
 JF1370'OF A 6 INCH SQUARE CONCRETE POST WITH THE ARROW POINTING
 JF1370'TOWARD CHICAGO (USGS).  THE MARK PROJECTS 6 INCHES AND THE
 JF1370'DISK IS STAMPED CHICAGO NO 2 1956.
 JF1370'
 JF1370'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 JF1370'ROAD, 1 FOOT NORTH OF A WIRE FENCE, 2 FEET NORTHWEST OF A
 JF1370'POWER LINE POLE AND 2 FEET EAST OF A WHITE WITNESS POST.
 JF1370'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHICAGO 1956.
 JF1370'
 JF1370'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1370
 JF1370                          STATION RECOVERY (1968)
 JF1370
 JF1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1370'STATION MARK, REFERENCE MARK NO. 1 (USGS), REFERENCE MARK
 JF1370'NO. 2 (USGS), CHICAGO (USGS), AND THE AZIMUTH MARK WERE
 JF1370'RECOVERED AS DESCRIBED IN THE 1956 DESCRIPTION AND FOUND IN
 JF1370'GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF ROAD
 JF1370'CONSTRUCTION ON AN EAST-WEST GRAVELED ROAD AND THE MARK HAD
 JF1370'TO BE MOVED.
 JF1370'
 JF1370'FOLLOWING IS A NEW TO REACH AND A DESCRIPTION FOR THE
 JF1370'RESET AZIMUTH MARK.
 JF1370'
 JF1370'TO REACH THE STATION FROM THE COURTHOUSE IN EMPORIA, GO SOUTH
 JF1370'ON STATE HIGHWAY 99 FOR 4.05 MILES TO A CROSSROAD.  TURN LEFT AND
 JF1370'GO EAST ON A GRAVELED ROAD FOR 5.95 MILES TO A WIRE GATE
 JF1370'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE
 JF1370'GRAVELED ROAD FOR 0.6 MILE TO A CROSSROAD AND A CEMETERY
 JF1370'IN THE NORTHWEST ANGLE.  TURN LEFT AND GO NORTH ON A GRAVELED
 JF1370'ROAD FOR 0.25 MILE TO A ROAD LEADING TO MR. SHARONBERGS
 JF1370'HOUSE.  TURN LEFT AND GO WEST ON DRIVEWAY FOR 0.1 MILE TO A
 JF1370'FARMHOUSE.  PASS TO THE SOUTH SIDE OF HOUSE AND GO THROUGH
 JF1370'ONE GATE AND GO WEST FOR 0.45 MILE TO THE TOP OF HILL AND
 JF1370'STATION.
 JF1370'
 JF1370'AZIMUTH MARK, A STANDARD DISK STAMPED CHICAGO 1956 1968, IS
 JF1370'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 JF1370'INCHES.  IT IS 49 FEET NORTH OF THE CENTER OF THE EAST-WEST
 JF1370'ROAD, 2.5 FEET EAST OF THE EAST GATE POST FOR THE WIRE GATE,
 JF1370'1.5 FEET WEST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF
 JF1370'A FENCE.
 JF1370'
 JF1370'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7
 JF1370'MILES SOUTHEAST OF EMPORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1371 ***********************************************************************
 JF1371  DESIGNATION -  CHICAGO
 JF1371  PID         -  JF1371
 JF1371  STATE/COUNTY-  KS/LYON
 JF1371  USGS QUAD   -  EMPORIA SE (1973)
 JF1371
 JF1371                         *CURRENT SURVEY CONTROL
 JF1371  ___________________________________________________________________
 JF1371* NAD 83(1997)-  38 21 05.75548(N)    096 04 09.99124(W)     ADJUSTED  
 JF1371* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 JF1371  ___________________________________________________________________
 JF1371  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JF1371  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 JF1371
 JF1371  HORZ ORDER  -  SECOND
 JF1371
 JF1371.The horizontal coordinates were established by classical geodetic methods
 JF1371.and adjusted by the National Geodetic Survey in October 1998..
 JF1371
 JF1371.The orthometric height was scaled from a topographic map.
 JF1371
 JF1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1371
 JF1371.The geoid height was determined by GEOID03.
 JF1371
 JF1371;                    North         East     Units Scale Factor Converg.
 JF1371;SPC KS S     -   589,774.399   612,427.013   MT  0.99996454   +1 29 37.1
 JF1371;UTM  14      - 4,248,892.462   756,087.802   MT  1.00040773   +1 49 09.7
 JF1371;UTM  15      - 4,249,287.206   231,773.139   MT  1.00048613   -1 54 20.4
 JF1371
 JF1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1371!SPC KS S     -   0.99994864  x   0.99996454  =   0.99991318
 JF1371!UTM  14      -   0.99994864  x   1.00040773  =   1.00035635
 JF1371!UTM  15      -   0.99994864  x   1.00048613  =   1.00043474
 JF1371
 JF1371                          SUPERSEDED SURVEY CONTROL
 JF1371
 JF1371  NAD 83(1986)-  38 21 05.76253(N)    096 04 09.99358(W) AD(       ) 2
 JF1371  NAD 27      -  38 21 05.70675(N)    096 04 09.02362(W) AD(       ) 2
 JF1371
 JF1371.Superseded values are not recommended for survey control.
 JF1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1371.See file dsdata.txt to determine how the superseded data were derived.
 JF1371
 JF1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5608848892(NAD 83)
 JF1371_MARKER: DS = TRIANGULATION STATION DISK
 JF1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1371_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1371+STABILITY: SURFACE MOTION
 JF1371
 JF1371  HISTORY     - Date     Condition        Report By
 JF1371  HISTORY     - 1956     MONUMENTED       USGS
 JF1371
 JF1371                          STATION DESCRIPTION
 JF1371
 JF1371'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WNM)
 JF1371'THE STATION IS ABOUT 8 MILES NORTHEAST OF OLPE, 4 MILES
 JF1371'WEST OF NEOSHO RAPIDS, 7 MILES EAST OF EMPORIA, ON THE HIGHEST
 JF1371'HILL IN THE VICINITY, ON PROPERTY OWNED BY MR. SHARENBERG.
 JF1371'IT IS 156.47 FEET, 47.692 METERS, NORTHWEST OF REFERENCE
 JF1371'MARK 1 (USGS), 126.45 FEET, 38.544 METERS, SOUTHWEST OF
 JF1371'REFERENCE MARK 2 (USGS) AND 60 FEET WEST OF A 12 INCH MAPLE
 JF1371'TREE.  THE MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK
 JF1371'DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT
 JF1371'PROJECTS 6 INCHES AND THE DISK IS STAMPED CHICAGO 1956.
 JF1371'
 JF1371'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JF1371'CHICAGO.  THE DISTANCE IS 60.624 FEET, 18.4782 METERS, SOUTHEAST
 JF1371'OF STATION CHICAGO.
 JF1371'
 JF1371'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S
 JF1371'AND STATE HIGHWAY 99 (6TH AVENUE AND COMMERCIAL STREET)
 JF1371'IN EMPORIA, GO SOUTH ON HIGHWAY 99 FOR 4.1 MILES TO A CROSSROAD.
 JF1371'TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 6.45 MILES TO A
 JF1371'CROSSROAD AT THE CHICAGO MOUND CEMETERY.  TURN LEFT AND GO
 JF1371'NORTH ON A GRAVEL ROAD FOR 0.3 MILE TO A PRIVATE DRIVEWAY
 JF1371'ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.1 MILE TO MR.
 JF1371'SHARENBERGS HOME ON THE RIGHT.  PASS TO THE LEFT OF THE HOUSE
 JF1371'AND GO WEST, UP HILL FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH
 JF1371'THE GATE AND CONTINUE UP HILL IN A WESTERLY DIRECTION FOR
 JF1371'0.35 MILE TO THE TOP OF THE HILL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0996 ***********************************************************************
 HE0996  DESIGNATION -  CHICOPEE
 HE0996  PID         -  HE0996
 HE0996  STATE/COUNTY-  KS/CRAWFORD
 HE0996  USGS QUAD   -  KIRKWOOD (1978)
 HE0996
 HE0996                         *CURRENT SURVEY CONTROL
 HE0996  ___________________________________________________________________
 HE0996* NAD 83(1997)-  37 21 52.65408(N)    094 43 54.85724(W)     ADJUSTED  
 HE0996* NAVD 88     -       288.7    (meters)     947.     (feet)  VERTCON   
 HE0996  ___________________________________________________________________
 HE0996  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HE0996  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HE0996
 HE0996  HORZ ORDER  -  SECOND
 HE0996
 HE0996.The horizontal coordinates were established by classical geodetic methods
 HE0996.and adjusted by the National Geodetic Survey in October 1998..
 HE0996
 HE0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0996
 HE0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0996
 HE0996.The geoid height was determined by GEOID03.
 HE0996
 HE0996;                    North         East     Units Scale Factor Converg.
 HE0996;SPC KS S     -   484,207.252   733,699.278   MT  0.99998218   +2 18 56.2
 HE0996;UTM  15      - 4,136,729.736   346,634.661   MT  0.99988974   -1 03 04.6
 HE0996
 HE0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0996!SPC KS S     -   0.99995946  x   0.99998218  =   0.99994164
 HE0996!UTM  15      -   0.99995946  x   0.99988974  =   0.99984921
 HE0996
 HE0996:                Primary Azimuth Mark                     Grid Az
 HE0996:SPC KS S     -  PITTSBURG FREETO CONSTR MAST             009 50 38.3
 HE0996:UTM  15      -  PITTSBURG FREETO CONSTR MAST             013 12 39.1
 HE0996
 HE0996|---------------------------------------------------------------------|
 HE0996| PID    Reference Object                     Distance      Geod. Az  |
 HE0996|                                                           dddmmss.s |
 HE0996| HE1008 PITTSBURG FREETO CONSTR MAST        APPROX. 7.5 KM 0120934.5 |
 HE0996| HE1026 PITTSBURG N MUNICIPAL TANK          APPROX. 7.5 KM 0223726.5 |
 HE0996| HE1007 PITTSBURG HOTEL BESSE FLAGPOLE      APPROX. 5.7 KM 0254510.0 |
 HE0996| HE1020 PITTSBURG KGE RADIO MAST            APPROX. 5.5 KM 0271458.4 |
 HE0996| HE1011 PITTSBURG S MUNICIPAL TANK          APPROX. 4.7 KM 0370150.4 |
 HE0996| HE1019 PITTSBURG RADIO KOAM N MAST         APPROX.10.0 KM 0565448.8 |
 HE0996| HE1016 PITTSBURG RADIO KOAM CEN MAST       APPROX. 9.9 KM 0571229.8 |
 HE0996| HE1012 PITTSBURG RADIO KOAM S MAST         APPROX. 9.8 KM 0573022.1 |
 HE0996| HE1024 PITTSBURG POL RAD KAB 206 MAST      APPROX. 3.7 KM 0694729.7 |
 HE0996| CN6625 CHICOPEE RM 2                        24.882 METERS 21905     |
 HE0996| CN6624 CHICOPEE RM 1                        33.723 METERS 30304     |
 HE0996|---------------------------------------------------------------------|
 HE0996
 HE0996                          SUPERSEDED SURVEY CONTROL
 HE0996
 HE0996  NAD 83(1997)-  37 21 52.66042(N)    094 43 54.85799(W) AD(       ) 2
 HE0996  NAD 83(1986)-  37 21 52.66623(N)    094 43 54.85090(W) AD(       ) 2
 HE0996  NAD 27      -  37 21 52.47490(N)    094 43 53.99646(W) AD(       ) 2
 HE0996  NGVD 29 (07/19/86)  288.6    (m)          947.     (f) VERT ANG       
 HE0996
 HE0996.Superseded values are not recommended for survey control.
 HE0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0996.See file dsdata.txt to determine how the superseded data were derived.
 HE0996
 HE0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4663536730(NAD 83)
 HE0996_MARKER: DS = TRIANGULATION STATION DISK
 HE0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0996_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0996
 HE0996  HISTORY     - Date     Condition        Report By
 HE0996  HISTORY     - 1966     MONUMENTED       CGS
 HE0996
 HE0996                          STATION DESCRIPTION
 HE0996
 HE0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0996'THE STATION IS ABOUT 4-1/2 MILES NORTH-NORTHEAST OF WEIR,
 HE0996'4-1/2 MILES EAST-NORTHEAST OF CHEROKEE AND 3-1/2 MILES
 HE0996'SOUTH-SOUTHWEST OF PITTSBURG, ON A LOW RIDGE IN PASTURE LAND, ON
 HE0996'PROPERTY OWNED BY MR. H.D. RISTAU.
 HE0996'
 HE0996'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HE0996'69, 160 AND STATE HIGHWAY 57 ABOUT 5 MILES SOUTH OF PITTSBURG,
 HE0996'GO NORTH ON U.S. HIGHWAYS 69 AND 160 FOR 2.0 MILES TO A
 HE0996'CROSSROAD.  TURN LEFT AND GO WEST ON PAVED ROAD FOR 1.5
 HE0996'MILES TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 HE0996'ON GRAVELED ROAD FOR 0.2 MILE TO A METAL GATE AND THE STATION
 HE0996'ON THE LEFT.
 HE0996'
 HE0996'STATION MARK IS A STANDARD DISK, STAMPED CHICOPEE 1966,
 HE0996'SET IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER,
 HE0996'THAT IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 113 NORTHEAST
 HE0996'OF A WITNESS POST, 96 FEET EAST OF THE CENTERLINE OF A GRAVELED
 HE0996'ROAD, 83 FEET SOUTHEAST OF A TELEPHONE LINE POLE, 70 FEET EAST
 HE0996'OF THE NORTH GATE POST OF THE METAL GATE AND 14 FEET NORTH
 HE0996'OF THE CENTERLINE OF A TRACK ROAD.
 HE0996'
 HE0996'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHICOPEE NO
 HE0996'1 1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 HE0996'IN DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT
 HE0996'IS 27 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD,
 HE0996'2 FEET NORTH OF A WITNESS POST, 1.7 FEET WEST OF A FENCE
 HE0996'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 HE0996'
 HE0996'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHICOPEE NO
 HE0996'2 1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 HE0996'IN DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT
 HE0996'IS 28 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD,
 HE0996'2 FEET SOUTH OF THE TELEPHONE LINE POLE, 1.8 FEET WEST OF
 HE0996'THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1005 ***********************************************************************
 HE1005  DESIGNATION -  CHICOPEE ST BARBARAS CATH CH
 HE1005  PID         -  HE1005
 HE1005  STATE/COUNTY-  KS/CRAWFORD
 HE1005  USGS QUAD   -  PITTSBURG (1978)
 HE1005
 HE1005                         *CURRENT SURVEY CONTROL
 HE1005  ___________________________________________________________________
 HE1005* NAD 83(1997)-  37 22 44.14852(N)    094 44 29.09963(W)     ADJUSTED  
 HE1005* NAVD 88     -                                                        
 HE1005  ___________________________________________________________________
 HE1005  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HE1005  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HE1005
 HE1005  HORZ ORDER  -  THIRD
 HE1005
 HE1005.The horizontal coordinates were established by classical geodetic methods
 HE1005.and adjusted by the National Geodetic Survey in October 1998..
 HE1005
 HE1005
 HE1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1005
 HE1005.The geoid height was determined by GEOID03.
 HE1005
 HE1005;                    North         East     Units Scale Factor Converg.
 HE1005;SPC KS S     -   485,759.456   732,793.401   MT  0.99997983   +2 18 35.1
 HE1005;SPC MO W     -   134,548.433   828,619.455   MT  0.99994681   -0 08 47.6
 HE1005;UTM  15      - 4,138,332.321   345,821.584   MT  0.99989282   -1 03 26.6
 HE1005
 HE1005                          SUPERSEDED SURVEY CONTROL
 HE1005
 HE1005  NAD 83(1997)-  37 22 44.15478(N)    094 44 29.09859(W) AD(       ) 4
 HE1005  NAD 83(1986)-  37 22 44.16069(N)    094 44 29.09149(W) AD(       ) 4
 HE1005  NAD 27      -  37 22 43.98400(N)    094 44 28.23500(W) AD(       ) 3
 HE1005
 HE1005.Superseded values are not recommended for survey control.
 HE1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1005.See file dsdata.txt to determine how the superseded data were derived.
 HE1005
 HE1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4582238332(NAD 83)
 HE1005_MARKER: 90 = CHURCH SPIRE
 HE1005
 HE1005  HISTORY     - Date     Condition        Report By
 HE1005  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1005  HISTORY     - 20060920 GOOD             GEOCAC
 HE1005
 HE1005                          STATION DESCRIPTION
 HE1005
 HE1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1005'THIS INTERSECTION STATION IS THE BASE OF THE CROSS ON THE
 HE1005'SPIRE OF THE ST. BARBARAS CATHOLIC CHURCH.  THE CHURCH IS
 HE1005'A WHITE STUCCO BUILDING WITH A SQUARE STUCCO TOWER AT THE E
 HE1005'CENTER OVER THE ENTRANCE.  THE UPPER PART OF THE TOWER IS
 HE1005'AN OCTAGONAL WITH A LOUVERED WINDOW ON EACH OF FOUR SIDES.
 HE1005'THE TOWER IS SURMOUNTED BY OCTAGONAL RED SPIRE.  THE SPIRE
 HE1005'HAS A TRIANGULAR SHAPED DORMER ON EACH SIDE AT THE BASE.
 HE1005'FOUR OF THE DORMERS HAVE A SMALL CROSS AT THE OUTER END
 HE1005'OF THE RIDGE OF THE ROOF.  THERE IS A LARGE CROSS AT THE TIP
 HE1005'OF THE SPIRE.  THE TOWER AND SPIRE IS ABOUT 90 FEET HIGH
 HE1005'AND IS VERY PROMINENT.  THE BUILDING WAS ERECTED IN 1922.
 HE1005'
 HE1005'THE CHURCH IS ABOUT 3 MILES SW OF PITTSBURG IN THE VILLAGE
 HE1005'OF CHICOPEE.  IT IS ABOUT 0.2 MILE S OF THE JOPLIN-PITTSBURG
 HE1005'RAILROAD TRACK WHICH RUNS ALONG AN E-W SECTION LINE ROAD,
 HE1005'ABOUT 30 FEET W OF THE CENTER LINE OF A SECTION LINE ROAD,
 HE1005'AND ABOUT 40 FEET S OF THE CENTER LINE OF A T-ROAD W.
 HE1005
 HE1005                          STATION RECOVERY (2006)
 HE1005
 HE1005'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 HE1005'THE BUILDING IS NOW THE CHICOPEE COMMUNITY CENTER. IT IS PAINTED
 HE1005'BIEGE, AND THE SPIRE IS BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1384 ***********************************************************************
 HF1384  DESIGNATION -  CHIK
 HF1384  PID         -  HF1384
 HF1384  STATE/COUNTY-  KS/SUMNER
 HF1384  USGS QUAD   -  PERTH (1971)
 HF1384
 HF1384                         *CURRENT SURVEY CONTROL
 HF1384  ___________________________________________________________________
 HF1384* NAD 83(1997)-  37 11 56.92317(N)    097 35 01.19384(W)     ADJUSTED  
 HF1384* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 HF1384  ___________________________________________________________________
 HF1384  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HF1384  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 HF1384
 HF1384  HORZ ORDER  -  SECOND
 HF1384
 HF1384.The horizontal coordinates were established by classical geodetic methods
 HF1384.and adjusted by the National Geodetic Survey in October 1998..
 HF1384
 HF1384.The orthometric height was scaled from a topographic map.
 HF1384
 HF1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1384
 HF1384.The geoid height was determined by GEOID03.
 HF1384
 HF1384;                    North         East     Units Scale Factor Converg.
 HF1384;SPC KS S     -   459,497.403   481,351.130   MT  1.00001396   +0 33 47.2
 HF1384;UTM  14      - 4,117,903.952   625,693.982   MT  0.99979462   +0 51 23.1
 HF1384
 HF1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1384!SPC KS S     -   0.99994703  x   1.00001396  =   0.99996099
 HF1384!UTM  14      -   0.99994703  x   0.99979462  =   0.99974166
 HF1384
 HF1384:                Primary Azimuth Mark                     Grid Az
 HF1384:SPC KS S     -  PERTH S P WALLINGFORD ELEVATOR           109 57 53.6
 HF1384:UTM  14      -  PERTH S P WALLINGFORD ELEVATOR           109 40 17.7
 HF1384
 HF1384|---------------------------------------------------------------------|
 HF1384| PID    Reference Object                     Distance      Geod. Az  |
 HF1384|                                                           dddmmss.s |
 HF1384| HF1382 PERTH S P WALLINGFORD ELEVATOR      APPROX. 7.3 KM 1103140.8 |
 HF1384| HF1386 CORBIN S P WALLINGFORD ELEV         APPROX. 8.7 KM 1562714.3 |
 HF1384| CL4491 CHIK RM 1                            10.445 METERS 17709     |
 HF1384| CL4490 CHIK AZ MK                                         1781823.1 |
 HF1384| HF1418 ARGONIA BOTKIN GRAIN ELEVATOR       APPROX.18.2 KM 2950700.1 |
 HF1384| CL4492 CHIK RM 2                            19.308 METERS 31909     |
 HF1384|---------------------------------------------------------------------|
 HF1384
 HF1384                          SUPERSEDED SURVEY CONTROL
 HF1384
 HF1384  NAD 83(1997)-  37 11 56.92653(N)    097 35 01.19248(W) AD(       ) 2
 HF1384  NAD 83(1986)-  37 11 56.93214(N)    097 35 01.18662(W) AD(       ) 2
 HF1384  NAD 27      -  37 11 56.85071(N)    097 35 00.01142(W) AD(       ) 2
 HF1384
 HF1384.Superseded values are not recommended for survey control.
 HF1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1384.See file dsdata.txt to determine how the superseded data were derived.
 HF1384
 HF1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2569417904(NAD 83)
 HF1384_MARKER: DS = TRIANGULATION STATION DISK
 HF1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1384
 HF1384  HISTORY     - Date     Condition        Report By
 HF1384  HISTORY     - 1957     MONUMENTED       CGS
 HF1384  HISTORY     - 1985     GOOD             LOCENG
 HF1384  HISTORY     - 1987     MARK NOT FOUND   LOCENG
 HF1384
 HF1384                          STATION DESCRIPTION
 HF1384
 HF1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1384'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE NORTHEAST
 HF1384'1/4 OF SECTION 12, T 33 S., R 3 W., ON THE RIGHT-OF-WAY OF
 HF1384'STATE HIGHWAY 49 AND IS 2-1/4 MILES WEST AND 4 MILES SOUTH
 HF1384'OF MAYFIELD.
 HF1384'
 HF1384'STATION IS REACHED FROM THE WATER TANK IN MAYFIELD BY GOING
 HF1384'2.2 MILES WEST ON U.S. HIGHWAY 160 TO THE JUNCTION WITH
 HF1384'STATE HIGHWAY 49, TURN LEFT, GO SOUTH 3.9 MILES ON HIGHWAY
 HF1384'49 TO CROSSROADS AT A HOUSE IN THE NORTHEAST ANGLE AND THE
 HF1384'STATION ON THE RIGHT IN THE SOUTHWEST ANGLE.
 HF1384'
 HF1384'ALL MARKS ARE STANDARD DISKS SET IN 10 INCH SQUARE, CONCRETE
 HF1384'POSTS.
 HF1384'
 HF1384'STATION MARKS ARE STAMPED CHIK 1957 AND THE SURFACE MARK
 HF1384'PROJECTS 4 INCHES.  IT IS 90 FEET SOUTH OF THE CENTER OF
 HF1384'A GRADED SECTION LINE ROAD, 39 FEET WEST OF THE CENTER OF THE
 HF1384'HIGHWAY AND 38 FEET NORTH OF A POWERLINE POLE.  A 4 IN X 4 IN
 HF1384'WHITE WITNESS POST WAS SET 3 FEET SOUTH OF THE MARK.  THE
 HF1384'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HF1384'30 INCHES BELOW THE GROUND SURFACE.
 HF1384'
 HF1384'REFERENCE MARK 1 IS STAMPED CHIK NO 1 1957 AND PROJECTS 5 INCHES.
 HF1384'IT IS 124 FEET SOUTH OF THE CENTER OF THE GRADED ROAD, 38 FEET
 HF1384'WEST OF THE CENTER OF THE HIGHWAY AND 4 FEET NORTHWEST OF
 HF1384'THE POWERLINE POLE.
 HF1384'
 HF1384'REFERENCE MARK 2 IS STAMPED CHIK NO 2 1957 AND PROJECTS 5
 HF1384'INCHES.  IT IS 81 FEET WEST OF THE CENTER OF THE HIGHWAY AND
 HF1384'38 FEET SOUTH OF THE CENTER OF THE GRADED ROAD.
 HF1384'
 HF1384'AZIMUTH MARK IS REACHED FROM THE STATION BY CONTINUING SOUTH
 HF1384'ON THE HIGHWAY 0.45 MILE TO A FIELD ENTRANCE DRIVE AND MARK ON
 HF1384'THE LEFT.  THE MARK IS STAMPED CHIK 1957 AND PROJECTS 6 INCHES.
 HF1384'IT IS 93 FEET SOUTH OF THE FIELD ENTRANCE DRIVE, 28 FEET EAST
 HF1384'OF THE CENTER OF THE HIGHWAY AND 4 FEET NORTHEAST OF AN
 HF1384'18 INCH OAK TREE, THE MOST NORTHERLY ONE OF A LONG ROW OF
 HF1384'SCATTERED OAK TREES RUNNING PARALLEL WITH THE HIGHWAY.  A
 HF1384'4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT EAST OF THE
 HF1384'MARK.
 HF1384
 HF1384                          STATION RECOVERY (1985)
 HF1384
 HF1384'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (TLM)
 HF1384'CHIK 1957 - GOOD CONDITION - HWY 160 HAS BEEN RELOCATED ONE MILE
 HF1384'NORTH.  RECOMMEND WRITING A NEW DESCRIPTION.
 HF1384
 HF1384                          STATION RECOVERY (1987)
 HF1384
 HF1384'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (JC)
 HF1384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1396 ***********************************************************************
 HF1396  DESIGNATION -  CHIKASKIA
 HF1396  PID         -  HF1396
 HF1396  STATE/COUNTY-  KS/SUMNER
 HF1396  USGS QUAD   -  CALDWELL NW (1971)
 HF1396
 HF1396                         *CURRENT SURVEY CONTROL
 HF1396  ___________________________________________________________________
 HF1396* NAD 83(1997)-  37 08 27.70005(N)    097 38 49.98660(W)     ADJUSTED  
 HF1396* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 HF1396  ___________________________________________________________________
 HF1396  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HF1396  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HF1396
 HF1396  HORZ ORDER  -  SECOND
 HF1396
 HF1396.The horizontal coordinates were established by classical geodetic methods
 HF1396.and adjusted by the National Geodetic Survey in October 1998..
 HF1396
 HF1396.The orthometric height was scaled from a topographic map.
 HF1396
 HF1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1396
 HF1396.The geoid height was determined by GEOID03.
 HF1396
 HF1396;                    North         East     Units Scale Factor Converg.
 HF1396;SPC KS S     -   452,994.079   475,768.081   MT  1.00002707   +0 31 26.6
 HF1396;UTM  14      - 4,111,373.688   620,145.568   MT  0.99977782   +0 49 00.8
 HF1396
 HF1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1396!SPC KS S     -   0.99994530  x   1.00002707  =   0.99997237
 HF1396!UTM  14      -   0.99994530  x   0.99977782  =   0.99972313
 HF1396
 HF1396|---------------------------------------------------------------------|
 HF1396| PID    Reference Object                     Distance      Geod. Az  |
 HF1396|                                                           dddmmss.s |
 HF1396| CL4493 CHIKASKIA RM 1                       19.456 METERS 04159     |
 HF1396| HF1382 PERTH S P WALLINGFORD ELEVATOR      APPROX.13.1 KM 0724311.5 |
 HF1396| HF0845 V 314                                              0904146.2 |
 HF1396| HF1385 CORBIN H H HUNTER ELEV CO ELEV      APPROX. 9.3 KM 0985711.1 |
 HF1396| HF1386 CORBIN S P WALLINGFORD ELEV         APPROX. 9.3 KM 0994334.6 |
 HF1396| HF1390 CORBIN GRADE SCHOOL BELFRY          APPROX. 9.2 KM 1035730.5 |
 HF1396| CL4494 CHIKASKIA RM 2                       20.915 METERS 11359     |
 HF1396| HF1393 DOSTER MORRIS GRAIN CO ELEV         APPROX.10.6 KM 2125116.5 |
 HF1396|---------------------------------------------------------------------|
 HF1396
 HF1396                          SUPERSEDED SURVEY CONTROL
 HF1396
 HF1396  NAD 83(1997)-  37 08 27.70320(N)    097 38 49.98586(W) AD(       ) 2
 HF1396  NAD 83(1986)-  37 08 27.70868(N)    097 38 49.97908(W) AD(       ) 2
 HF1396  NAD 27      -  37 08 27.62773(N)    097 38 48.79555(W) AD(       ) 2
 HF1396
 HF1396.Superseded values are not recommended for survey control.
 HF1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1396.See file dsdata.txt to determine how the superseded data were derived.
 HF1396
 HF1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2014611374(NAD 83)
 HF1396_MARKER: DS = TRIANGULATION STATION DISK
 HF1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1396
 HF1396  HISTORY     - Date     Condition        Report By
 HF1396  HISTORY     - 1957     MONUMENTED       CGS
 HF1396
 HF1396                          STATION DESCRIPTION
 HF1396
 HF1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1396'LOCATED IN THE SOUTHWEST CORNER OF A HOG LOT, JUST EAST OF
 HF1396'THE FARM HOME OF MR. T.S. LUNGREN, ABOUT 7-1/2 MILES
 HF1396'NORTH-NORTHWEST OF CALDWELL, ABOUT 6 MILES WEST-NORTHWEST OF
 HF1396'CORBIN, IN THE SOUTHERN EDGE OF SECTION 28, T 33 S, R 3 W.
 HF1396'
 HF1396'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 44 AND 49, ABOUT
 HF1396'8.75 MILES NORTH OF CALDWELL, BY GOING WEST ON HIGHWAY 44 FOR
 HF1396'3.5 MILES TO CROSSROADS, TURN LEFT, SOUTH, AND FOLLOW GRADED
 HF1396'DIRT ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT, TURN LEFT, EAST,
 HF1396'AND FOLLOW GRADED DIRT ROAD FOR 0.5 MILE TO A WHITE HOUSE ON THE
 HF1396'LEFT AND THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH
 HF1396'MARK FROM THE STATION GO EAST ON GRADED DIRT ROAD FOR 0.5
 HF1396'MILE TO SIDE ROAD RIGHT AND THE MARK AS DESCRIBED.
 HF1396'
 HF1396'STATION MARKS ARE STANDARD DISKS, STAMPED CHIKASKIA 1957.
 HF1396'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH, SQUARE,
 HF1396'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 71 FEET
 HF1396'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE, 60
 HF1396'FEET EAST OF THE CENTER OF A FARM DRIVEWAY, 52 FEET
 HF1396'SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE HOG LOT, 49
 HF1396'FEET NORTH OF THE CENTER OF A GRADED DIRT ROAD AND 40 FEET
 HF1396'SOUTH-SOUTHWEST OF A POWERLINE POLE IN THE HOG LOT.  THE
 HF1396'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE
 HF1396'32 INCHES BELOW THE GROUND SURFACE.
 HF1396'
 HF1396'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHIKASKIA NO 1 1957,
 HF1396'SET IN THE TOP OF A 8-INCH, SQUARE, CONCRETE POST PROJECTING
 HF1396'5 INCHES.  IT IS 98 FEET NORTH OF THE CENTER OF THE GRADED
 HF1396'DIRT ROAD, 62 FEET WEST OF THE NORTHEAST CORNER OF THE HOG LOT,
 HF1396'35 FEET EAST-NORTHEAST OF THE POWERLINE POLE, 34 FEET EAST
 HF1396'OF THE NORTHWEST CORNER OF THE HOG LOT AND 1 FOOT SOUTH OF A
 HF1396'WIRE FENCE THAT SEPARATES THE HOG LOT FROM A BARN LOT.
 HF1396'
 HF1396'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHIKASKIA NO 2
 HF1396'1957, SET IN THE TOP OF A 8-INCH, SQUARE, CONCRETE POST
 HF1396'PROJECTING 5 INCHES.  IT IS 88 FEET SOUTHEAST OF THE POWERLINE
 HF1396'POLE, 20 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 15 FEET
 HF1396'WEST OF A TELEPHONE POLE, 13 FEET WEST OF THE SOUTHEAST CORNER
 HF1396'OF THE HOG LOT AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.
 HF1396'A WHITE POST WAS SET 1 FOOT EAST OF THE MARK.
 HF1396'
 HF1396'V 314 IS A STANDARD COAST AND GEODETIC SURVEY BENCH MARK DISK,
 HF1396'STAMPED V 314 1956, SET IN THE TOP OF A 8-INCH, ROUND, CONCRETE
 HF1396'POST PROJECTING 3 INCHES.  IT IS 36 FEET SOUTH-SOUTHEAST
 HF1396'OF A SECTION LINE T-FENCE CORNER, 19 FEET EAST OF THE CENTER
 HF1396'OF A DIRT ROAD AND 8 FEET NORTH OF A POWERLINE POLE.  A
 HF1396'WHITE POST WAS SET 2 FEET SOUTH OF THE MARK.  THIS MARK WAS
 HF1396'USED FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1407 ***********************************************************************
 JE1407  DESIGNATION -  CHIPPEWA
 JE1407  PID         -  JE1407
 JE1407  STATE/COUNTY-  KS/FRANKLIN
 JE1407  USGS QUAD   -  POMONA (1973)
 JE1407
 JE1407                         *CURRENT SURVEY CONTROL
 JE1407  ___________________________________________________________________
 JE1407* NAD 83(1997)-  38 32 05.60978(N)    095 22 42.85083(W)     ADJUSTED  
 JE1407* NAVD 88     -       329.824  (meters)    1082.10   (feet)  ADJUSTED  
 JE1407  ___________________________________________________________________
 JE1407  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 JE1407  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JE1407  DYNAMIC HT  -         329.592 (meters)    1081.34  (feet)  COMP
 JE1407  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 JE1407
 JE1407  HORZ ORDER  -  SECOND
 JE1407  VERT ORDER  -  SECOND    CLASS 0
 JE1407
 JE1407.The horizontal coordinates were established by classical geodetic methods
 JE1407.and adjusted by the National Geodetic Survey in October 1998..
 JE1407
 JE1407.The orthometric height was determined by differential leveling
 JE1407.and adjusted by the National Geodetic Survey in June 1991..
 JE1407
 JE1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1407
 JE1407.The geoid height was determined by GEOID03.
 JE1407
 JE1407.The dynamic height is computed by dividing the NAVD 88
 JE1407.geopotential number by the normal gravity value computed on the
 JE1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1407.degrees latitude (g = 980.6199 gals.).
 JE1407
 JE1407.The modeled gravity was interpolated from observed gravity values.
 JE1407
 JE1407;                    North         East     Units Scale Factor Converg.
 JE1407;SPC KS S     -   611,906.685   672,107.089   MT  0.99999387   +1 55 05.5
 JE1407;UTM  15      - 4,267,846.858   292,680.414   MT  1.00012934   -1 28 56.5
 JE1407
 JE1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1407!SPC KS S     -   0.99995321  x   0.99999387  =   0.99994708
 JE1407!UTM  15      -   0.99995321  x   1.00012934  =   1.00008254
 JE1407
 JE1407:                Primary Azimuth Mark                     Grid Az
 JE1407:SPC KS S     -  CHIPPEWA RM 3 AZIMUTH                    041 31 04.1
 JE1407:UTM  15      -  CHIPPEWA RM 3 AZIMUTH                    044 55 06.1
 JE1407
 JE1407|---------------------------------------------------------------------|
 JE1407| PID    Reference Object                     Distance      Geod. Az  |
 JE1407|                                                           dddmmss.s |
 JE1407| JE1408 CHIPPEWA RM 3 AZIMUTH                              0432609.6 |
 JE1407| JE1667 OTTAWA RWD NO 4 STANDPIPE           APPROX. 8.7 KM 0673444.0 |
 JE1407| JE1405 CHIPPEWA RM 1                        13.071 METERS 18331     |
 JE1407| JE1406 CHIPPEWA RM 2                        10.919 METERS 34427     |
 JE1407|---------------------------------------------------------------------|
 JE1407
 JE1407                          SUPERSEDED SURVEY CONTROL
 JE1407
 JE1407  NAD 83(1986)-  38 32 05.61670(N)    095 22 42.85363(W) AD(       ) 2
 JE1407  NAD 27      -  38 32 05.56809(N)    095 22 41.93703(W) AD(       ) 2
 JE1407  NGVD 29 (??/??/92)  329.695  (m)         1081.67   (f) ADJ UNCH    2 0
 JE1407
 JE1407.Superseded values are not recommended for survey control.
 JE1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1407.See file dsdata.txt to determine how the superseded data were derived.
 JE1407
 JE1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC9268067847(NAD 83)
 JE1407_MARKER: DS = TRIANGULATION STATION DISK
 JE1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1407_STAMPING: CHIPPEWA 1974
 JE1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1407+STABILITY: SURFACE MOTION
 JE1407
 JE1407  HISTORY     - Date     Condition        Report By
 JE1407  HISTORY     - 1974     MONUMENTED       NGS
 JE1407  HISTORY     - 1974     GOOD             NGS
 JE1407
 JE1407                          STATION DESCRIPTION
 JE1407
 JE1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1407'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF POMONA, 6 MILES
 JE1407'NORTHEAST OF WILLIAMSBURG, 1-1/2 MILES NORTH OF THE SMALL COMMUNITY
 JE1407'OF HOMEWOOD, ALONG INTERSTATE HIGHWAY 35 RIGHT-OF-WAY, AND IN THE
 JE1407'NW 1/4 SEC. 36, R18E, T17S.
 JE1407'
 JE1407'TO REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY 50 AND
 JE1407'THE MAIN GRAVELED ROAD IN THE SMALL COMMUNITY OF HOMEWOOD, GO NORTH
 JE1407'ON THE GRAVELED ROAD FOR 1.15 MILES TO THE SOUTH END OF THE
 JE1407'OVERPASS AT INTERSTATE HIGHWAY 35 AND THE STATION ON THE RIGHT.
 JE1407'
 JE1407'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTHWEST ON
 JE1407'INTERSTATE HIGHWAY 35 FOR 1.4 MILES TO THE MARK ON THE LEFT IN THE
 JE1407'MEDIAN STRIP, JUST BEFORE REACHING AN OVERPASS.
 JE1407'
 JE1407'STATION MARKS ARE STANDARD DISKS STAMPED CHIPPEWA 1974.  SURFACE DISK
 JE1407'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JE1407'IS FLUSH WITH THE GROUND.  IT IS 10.5 FEET EAST OF THE SOUTH END OF
 JE1407'THE EAST BRIDGE RAIL, 10.5 FEET EAST OF THE EAST METAL GUARD RAIL,
 JE1407'33.0 FEET EAST OF THE CENTER OF THE ROAD AND 215.0 FEET SOUTH OF
 JE1407'THE CENTER OF THE MEDIAN STRIP OF INTERSTATE HIGHWAY 35.
 JE1407'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 JE1407'INCHES BELOW THE GROUND.
 JE1407'
 JE1407'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHIPPEWA NO 1 1974, SET
 JE1407'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JE1407'WITH THE GROUND.  IT IS 7.5 FEET EAST OF THE EAST METAL GUARD RAIL,
 JE1407'30.5 FEET EAST OF THE CENTER OF THE ROAD, 46.0 FEET
 JE1407'SOUTH-SOUTHEAST OF THE SOUTH END OF THE EAST BRIDGE RAIL, AND
 JE1407'ABOUT THE SAME ELEVATION AS THE STATION.
 JE1407'
 JE1407'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHIPPEWA NO 2 1974
 JE1407'CEMENTED IN A DRILL HOLE IN THE OVERPASS OF INTERSTATE HIGHWAY 35.
 JE1407'IT IS 23.5 FEET EAST OF THE CENTER OF THE ROAD, 31.5 FEET NORTH OF
 JE1407'THE SOUTH END OF THE EAST BRIDGE RAIL AND ABOUT 2 FEET HIGHER THAN
 JE1407'THE STATION.
 JE1407'
 JE1407'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHIPPEWA NO 3 1974 AZ,
 JE1407'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JE1407'FLUSH WITH THE GROUND.  IT IS 41.0 FEET SOUTHEAST OF THE CENTER OF
 JE1407'THE SOUTHWEST BOUND LANE OF INTERSTATE HIGHWAY 35, 45.5 FEET
 JE1407'NORTHWEST OF THE CENTER OF THE NORTHEAST BOUND LANE OF INTERSTATE
 JE1407'HIGHWAY 35 AND 77.2 FEET SOUTHWEST OF THE SOUTH OVERPASS PILLAR
 JE1407'IN THE CENTER OF THE MEDIAN, AND 19.0 FEET NORTHEAST OF A WITNESS
 JE1407'POST.
 JE1407'
 JE1407'STATION MARK IS 9.7 FEET EAST OF A WITNESS POST.
 JE1407'
 JE1407'TT 5 EV IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK DISK
 JE1407'STAMPED TT 5 EV 1955 RESET 1971.  IT IS SET IN THE TOP OF A 6-INCH
 JE1407'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH.  IT IS 100
 JE1407'FEET WEST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD, 58 FEET NORTH
 JE1407'OF THE EDGE OF A CUTBANK AND 1.7 FEET SOUTH OF A RED AND WHITE
 JE1407'WITNESS POST.  TO REACH THE MARK FROM STATION CHIPPEWA, GO
 JE1407'NORTH ON THE GRAVEL ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 JE1407'
 JE1407'NEAREST TOWN--HOMEWOOD.
 JE1407'
 JE1407'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 JE1407
 JE1407                          STATION RECOVERY (1974)
 JE1407
 JE1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1407'6.4 MI E FROM WILLIAMSBURG.
 JE1407'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1407'STATE HIGHWAY 273 (EXIT NO. 170), WHICH IS ABOUT 1 MILE NORTH OF
 JE1407'WILLIAMSBURG, GO EAST ALONG I-35 FOR 6.4 MILES TO THE STATION JUST
 JE1407'SOUTHEAST OF THE HOMEWOOD EXIT OVERPASS.  ABOUT 7.0 MILES WEST OF THE
 JE1407'JUNCTION OF I-35 AND US HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA.  THE
 JE1407'MARK IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND, 42.89
 JE1407'FEET NORTH OF RM 1, 35.92 FEET SOUTH-SOUTHEAST OF RM 2, 10.5 FEET EAST
 JE1407'OF THE SOUTHEAST CORNER OF OVERPASS, 10.5 FEET EAST OF THE OVERPASS
 JE1407'BANISTER, 33 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD, AND IS
 JE1407'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1669 ***********************************************************************
 JE1669  DESIGNATION -  CHIPPEWA COMMUNITY TANK
 JE1669  PID         -  JE1669
 JE1669  STATE/COUNTY-  KS/FRANKLIN
 JE1669  USGS QUAD   -  POMONA (1973)
 JE1669
 JE1669                         *CURRENT SURVEY CONTROL
 JE1669  ___________________________________________________________________
 JE1669* NAD 83(1997)-  38 33 34.37944(N)    095 22 43.99184(W)     ADJUSTED  
 JE1669* NAVD 88     -                                                        
 JE1669  ___________________________________________________________________
 JE1669  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 JE1669  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JE1669
 JE1669  HORZ ORDER  -  THIRD
 JE1669
 JE1669.The horizontal coordinates were established by classical geodetic methods
 JE1669.and adjusted by the National Geodetic Survey in October 1998..
 JE1669
 JE1669
 JE1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1669
 JE1669.The geoid height was determined by GEOID03.
 JE1669
 JE1669;                    North         East     Units Scale Factor Converg.
 JE1669;SPC KS S     -   614,641.449   671,987.857   MT  0.99999860   +1 55 04.8
 JE1669;UTM  15      - 4,270,584.244   292,723.632   MT  1.00012911   -1 29 00.1
 JE1669
 JE1669                          SUPERSEDED SURVEY CONTROL
 JE1669
 JE1669  NAD 83(1986)-  38 33 34.38649(N)    095 22 43.99434(W) AD(       ) 4
 JE1669  NAD 27      -  38 33 34.33979(N)    095 22 43.07473(W) AD(       ) 3
 JE1669
 JE1669.Superseded values are not recommended for survey control.
 JE1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1669.See file dsdata.txt to determine how the superseded data were derived.
 JE1669
 JE1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC9272470584(NAD 83)
 JE1669_MARKER: 53 = ELEVATED TANK
 JE1669
 JE1669  HISTORY     - Date     Condition        Report By
 JE1669  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1669
 JE1669                          STATION DESCRIPTION
 JE1669
 JE1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1669'CHIPPEWA, COMMUNITY WATER TANK IS A 4 LEGGED STEEL TANK, 160 FEET
 JE1669'HIGH, PAINTED SILVER AND WITH CHIPPEWA PAINTED IN BLACK ON THE NORTH
 JE1669'AND SOUTH SIDES.
 JE1669'
 JE1669'STATION IS THE LIGHT ATOP THE TANK AND IS LOCATED AT THE SOUTH SIDE
 JE1669'OF THE SMALL COMMUNITY OF CHIPPEWA.
 JE1669'
 JE1669'TO REACH THE STATION FROM THE MAIN CROSSROAD IN THE SMALL VILLAGE OF
 JE1669'HOMEWOOD GO NORTH ALONG A GRAVEL ROAD FOR 1 MILE TO THE JUNCTION OF
 JE1669'I-35.  CONTINUE NORTH ALONG A GRAVEL ROAD FOR 1.7 MILES TO THE
 JE1669'STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1405 ***********************************************************************
 JE1405  DESIGNATION -  CHIPPEWA RM 1
 JE1405  PID         -  JE1405
 JE1405  STATE/COUNTY-  KS/FRANKLIN
 JE1405  USGS QUAD   -  POMONA (1973)
 JE1405
 JE1405                         *CURRENT SURVEY CONTROL
 JE1405  ___________________________________________________________________
 JE1405* NAD 83(1986)-  38 32 06.     (N)    095 22 43.     (W)     SCALED    
 JE1405* NAVD 88     -       330.019  (meters)    1082.74   (feet)  ADJUSTED  
 JE1405  ___________________________________________________________________
 JE1405  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JE1405  DYNAMIC HT  -         329.787 (meters)    1081.98  (feet)  COMP
 JE1405  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 JE1405
 JE1405  VERT ORDER  -  SECOND    CLASS 0
 JE1405
 JE1405.The horizontal coordinates were scaled from a topographic map and have
 JE1405.an estimated accuracy of +/- 6 seconds.
 JE1405
 JE1405.The orthometric height was determined by differential leveling
 JE1405.and adjusted by the National Geodetic Survey in June 1991..
 JE1405
 JE1405.The geoid height was determined by GEOID03.
 JE1405
 JE1405.The dynamic height is computed by dividing the NAVD 88
 JE1405.geopotential number by the normal gravity value computed on the
 JE1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1405.degrees latitude (g = 980.6199 gals.).
 JE1405
 JE1405.The modeled gravity was interpolated from observed gravity values.
 JE1405
 JE1405;                    North         East    Units  Estimated Accuracy
 JE1405;SPC KS S     -   611,920.      672,100.      MT  (+/- 180 meters Scaled)
 JE1405
 JE1405                          SUPERSEDED SURVEY CONTROL
 JE1405
 JE1405  NGVD 29 (??/??/92)  329.890  (m)         1082.31   (f) ADJ UNCH    2 0
 JE1405
 JE1405.Superseded values are not recommended for survey control.
 JE1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1405.See file dsdata.txt to determine how the superseded data were derived.
 JE1405
 JE1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC926678(NAD 83)
 JE1405_MARKER: DR = REFERENCE MARK DISK
 JE1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1405_STAMPING: CHIPPEWA NO 1 1974
 JE1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1405+STABILITY: SURFACE MOTION
 JE1405
 JE1405  HISTORY     - Date     Condition        Report By
 JE1405  HISTORY     - 1974     MONUMENTED       NGS
 JE1405
 JE1405                          STATION DESCRIPTION
 JE1405
 JE1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1405'6.4 MI E FROM WILLIAMSBURG.
 JE1405'AT THE CHIPPEWA STATION SITE.  42.89 FEET SOUTH OF THE STATION, 7.5
 JE1405'FEET EAST OF A METAL GUARD RAIL, 30.5 FEET EAST OF THE APPROXIMATE
 JE1405'CENTER OF THE ROAD, 46.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 JE1405'OVERPASS AND IS ABOUT LEVEL WITH THE ROAD.  THE MARK IS SET IN THE TOP
 JE1405'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1406 ***********************************************************************
 JE1406  DESIGNATION -  CHIPPEWA RM 2
 JE1406  PID         -  JE1406
 JE1406  STATE/COUNTY-  KS/FRANKLIN
 JE1406  USGS QUAD   -  POMONA (1973)
 JE1406
 JE1406                         *CURRENT SURVEY CONTROL
 JE1406  ___________________________________________________________________
 JE1406* NAD 83(1986)-  38 32 06.     (N)    095 22 43.     (W)     SCALED    
 JE1406* NAVD 88     -       330.837  (meters)    1085.42   (feet)  ADJUSTED  
 JE1406  ___________________________________________________________________
 JE1406  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JE1406  DYNAMIC HT  -         330.605 (meters)    1084.66  (feet)  COMP
 JE1406  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 JE1406
 JE1406  VERT ORDER  -  SECOND    CLASS 0
 JE1406
 JE1406.The horizontal coordinates were scaled from a topographic map and have
 JE1406.an estimated accuracy of +/- 6 seconds.
 JE1406
 JE1406.The orthometric height was determined by differential leveling
 JE1406.and adjusted by the National Geodetic Survey in June 1991..
 JE1406
 JE1406.The geoid height was determined by GEOID03.
 JE1406
 JE1406.The dynamic height is computed by dividing the NAVD 88
 JE1406.geopotential number by the normal gravity value computed on the
 JE1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1406.degrees latitude (g = 980.6199 gals.).
 JE1406
 JE1406.The modeled gravity was interpolated from observed gravity values.
 JE1406
 JE1406;                    North         East    Units  Estimated Accuracy
 JE1406;SPC KS S     -   611,920.      672,100.      MT  (+/- 180 meters Scaled)
 JE1406
 JE1406                          SUPERSEDED SURVEY CONTROL
 JE1406
 JE1406  NGVD 29 (??/??/92)  330.709  (m)         1085.00   (f) ADJ UNCH    2 0
 JE1406
 JE1406.Superseded values are not recommended for survey control.
 JE1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1406.See file dsdata.txt to determine how the superseded data were derived.
 JE1406
 JE1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC926678(NAD 83)
 JE1406_MARKER: DR = REFERENCE MARK DISK
 JE1406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1406_SP_SET: OVERPASS
 JE1406_STAMPING: CHIPPEWA NO 2 1974
 JE1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1406
 JE1406  HISTORY     - Date     Condition        Report By
 JE1406  HISTORY     - 1974     MONUMENTED       NGS
 JE1406
 JE1406                          STATION DESCRIPTION
 JE1406
 JE1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1406'6.4 MI E FROM WILLIAMSBURG.
 JE1406'AT THE CHIPPEWA STATION SITE.  THE MARK IS SET IN THE TOP OF THE EAST
 JE1406'BANISTER OF THE OVERPASS, 35.92 FEET NORTH-NORTHWEST OF THE STATION,
 JE1406'23.5 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD, 31.5 FEET NORTH
 JE1406'OF THE SOUTHEAST CORNER OF THE OVERPASS AND IS ABOUT 2 FEET ABOVE THE
 JE1406'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1408 ***********************************************************************
 JE1408  DESIGNATION -  CHIPPEWA RM 3 AZIMUTH
 JE1408  PID         -  JE1408
 JE1408  STATE/COUNTY-  KS/FRANKLIN
 JE1408  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE1408
 JE1408                         *CURRENT SURVEY CONTROL
 JE1408  ___________________________________________________________________
 JE1408* NAD 83(1986)-  38 33 00.     (N)    095 21 41.     (W)     SCALED    
 JE1408* NAVD 88     -       305.121  (meters)    1001.05   (feet)  ADJUSTED  
 JE1408  ___________________________________________________________________
 JE1408  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JE1408  DYNAMIC HT  -         304.907 (meters)    1000.35  (feet)  COMP
 JE1408  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 JE1408
 JE1408  VERT ORDER  -  SECOND    CLASS 0
 JE1408
 JE1408.The horizontal coordinates were scaled from a topographic map and have
 JE1408.an estimated accuracy of +/- 6 seconds.
 JE1408
 JE1408.The orthometric height was determined by differential leveling
 JE1408.and adjusted by the National Geodetic Survey in June 1991..
 JE1408
 JE1408.The geoid height was determined by GEOID03.
 JE1408
 JE1408.The dynamic height is computed by dividing the NAVD 88
 JE1408.geopotential number by the normal gravity value computed on the
 JE1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1408.degrees latitude (g = 980.6199 gals.).
 JE1408
 JE1408.The modeled gravity was interpolated from observed gravity values.
 JE1408
 JE1408;                    North         East    Units  Estimated Accuracy
 JE1408;SPC KS S     -   613,630.      673,550.      MT  (+/- 180 meters Scaled)
 JE1408
 JE1408                          SUPERSEDED SURVEY CONTROL
 JE1408
 JE1408  NGVD 29 (??/??/92)  304.996  (m)         1000.64   (f) ADJ UNCH    2 0
 JE1408
 JE1408.Superseded values are not recommended for survey control.
 JE1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1408.See file dsdata.txt to determine how the superseded data were derived.
 JE1408
 JE1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC942694(NAD 83)
 JE1408_MARKER: DR = REFERENCE MARK DISK
 JE1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1408_STAMPING: CHIPPEWA NO 3 AZ 1974
 JE1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1408+STABILITY: SURFACE MOTION
 JE1408
 JE1408  HISTORY     - Date     Condition        Report By
 JE1408  HISTORY     - 1974     MONUMENTED       NGS
 JE1408
 JE1408                          STATION DESCRIPTION
 JE1408
 JE1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1408'5.6 MI W FROM OTTAWA.
 JE1408'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND US
 JE1408'HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA, GO WEST ALONG I-35 FOR 5.6
 JE1408'MILES TO THE MARK IN THE MEDIA STRIP OF I-35 AND JUST WEST OF A
 JE1408'OVERPASS.  THE MARK IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JE1408'THE GROUND, 41 FEET SOUTHEAST OF THE WEST BOUND LANE OF I-35, 45.5
 JE1408'FEET NORTHWEST OF THE CENTERLINE OF THE EAST BOUND LANE OF I-35, 77.2
 JE1408'FEET SOUTHWEST OF THE SOUTHWEST PILLAR OF THE OVERPASS AND IS ABOUT
 JE1408'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0938 ***********************************************************************
 KE0938  DESIGNATION -  CHISELED CROSS
 KE0938  PID         -  KE0938
 KE0938  STATE/COUNTY-  KS/BROWN
 KE0938  USGS QUAD   -  RESERVE (1960)
 KE0938
 KE0938                         *CURRENT SURVEY CONTROL
 KE0938  ___________________________________________________________________
 KE0938* NAD 83(1986)-  39 53 06.     (N)    095 32 58.     (W)     SCALED    
 KE0938* NAVD 88     -       324.670  (meters)    1065.19   (feet)  ADJUSTED  
 KE0938  ___________________________________________________________________
 KE0938  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 KE0938  DYNAMIC HT  -         324.485 (meters)    1064.58  (feet)  COMP
 KE0938  MODELED GRAV-     980,047.0   (mgal)                       NAVD 88
 KE0938
 KE0938  VERT ORDER  -  SECOND    CLASS 0
 KE0938
 KE0938.The horizontal coordinates were scaled from a topographic map and have
 KE0938.an estimated accuracy of +/- 6 seconds.
 KE0938
 KE0938.The orthometric height was determined by differential leveling
 KE0938.and adjusted by the National Geodetic Survey in June 1991..
 KE0938
 KE0938.The geoid height was determined by GEOID03.
 KE0938
 KE0938.The dynamic height is computed by dividing the NAVD 88
 KE0938.geopotential number by the normal gravity value computed on the
 KE0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0938.degrees latitude (g = 980.6199 gals.).
 KE0938
 KE0938.The modeled gravity was interpolated from observed gravity values.
 KE0938
 KE0938;                    North         East    Units  Estimated Accuracy
 KE0938;SPC KS N     -   175,100.      609,590.      MT  (+/- 180 meters Scaled)
 KE0938
 KE0938                          SUPERSEDED SURVEY CONTROL
 KE0938
 KE0938  NGVD 29 (??/??/92)  324.578  (m)         1064.89   (f) ADJ UNCH    2 0
 KE0938
 KE0938.Superseded values are not recommended for survey control.
 KE0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0938.See file dsdata.txt to determine how the superseded data were derived.
 KE0938
 KE0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE820181(NAD 83)
 KE0938_MARKER: X = CHISELED CROSS
 KE0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0938_SP_SET: ELECTRIC SIGNAL BASE
 KE0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0938
 KE0938  HISTORY     - Date     Condition        Report By
 KE0938  HISTORY     - UNK      MONUMENTED       CGS
 KE0938  HISTORY     - 1934     GOOD             NGS
 KE0938
 KE0938                          STATION DESCRIPTION
 KE0938
 KE0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KE0938'2.3 MI NW FROM HIAWATHA.
 KE0938'2.8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0938'COURTHOUSE AT HIAWATHA, BROWN COUNTY, AT A ROAD CROSSING, 20 FEET
 KE0938'EAST OF THE CENTER LINE OF THE TRACK, 15 FEET SOUTH OF THE CENTER
 KE0938'LINE OF THE ROAD, AND ON THE TOP OF THE SOUTHWEST BOLT IN THE
 KE0938'BASE OF AN ELECTRIC SIGNAL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0631 ***********************************************************************
 KE0631  DESIGNATION -  CHISELED CROSS
 KE0631  PID         -  KE0631
 KE0631  STATE/COUNTY-  KS/LEAVENWORTH
 KE0631  USGS QUAD   -  TONGANOXIE (1978)
 KE0631
 KE0631                         *CURRENT SURVEY CONTROL
 KE0631  ___________________________________________________________________
 KE0631* NAD 83(1986)-  39 06 06.     (N)    095 05 21.     (W)     SCALED    
 KE0631* NAVD 88     -       266.455  (meters)     874.19   (feet)  ADJUSTED  
 KE0631  ___________________________________________________________________
 KE0631  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KE0631  DYNAMIC HT  -         266.283 (meters)     873.63  (feet)  COMP
 KE0631  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 KE0631
 KE0631  VERT ORDER  -  SECOND    CLASS 0
 KE0631
 KE0631.The horizontal coordinates were scaled from a topographic map and have
 KE0631.an estimated accuracy of +/- 6 seconds.
 KE0631
 KE0631.The orthometric height was determined by differential leveling
 KE0631.and adjusted by the National Geodetic Survey in June 1991..
 KE0631
 KE0631.The geoid height was determined by GEOID03.
 KE0631
 KE0631.The dynamic height is computed by dividing the NAVD 88
 KE0631.geopotential number by the normal gravity value computed on the
 KE0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0631.degrees latitude (g = 980.6199 gals.).
 KE0631
 KE0631.The modeled gravity was interpolated from observed gravity values.
 KE0631
 KE0631;                    North         East    Units  Estimated Accuracy
 KE0631;SPC KS N     -    89,340.      651,740.      MT  (+/- 180 meters Scaled)
 KE0631
 KE0631                          SUPERSEDED SURVEY CONTROL
 KE0631
 KE0631  NGVD 29 (??/??/92)  266.378  (m)          873.94   (f) ADJ UNCH    2 0
 KE0631
 KE0631.Superseded values are not recommended for survey control.
 KE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0631.See file dsdata.txt to determine how the superseded data were derived.
 KE0631
 KE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD193301(NAD 83)
 KE0631_MARKER: X = CHISELED CROSS
 KE0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0631_SP_SET: CULVERT
 KE0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0631
 KE0631  HISTORY     - Date     Condition        Report By
 KE0631  HISTORY     - UNK      MONUMENTED       KSGS
 KE0631  HISTORY     - 1950     GOOD             NGS
 KE0631  HISTORY     - 20020826 MARK NOT FOUND   SKW
 KE0631  HISTORY     - 20051112 MARK NOT FOUND   GEOCAC
 KE0631
 KE0631                          STATION DESCRIPTION
 KE0631
 KE0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0631'0.5 MI S FROM TONGANOXIE.
 KE0631'0.5 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KE0631'AT TONGANOXIE, LEAVENWORTH COUNTY, AT THE U.S. HIGHWAY 24 AND
 KE0631'40 CONCRETE OVERPASS, 13.4 FEET SOUTHWEST OF THE SOUTHWEST
 KE0631'CORNER OF THE SOUTHEAST ONE OF FOUR CONCRETE PEDESTALS, AT
 KE0631'THE EAST END OF A 48-INCH CAST-IRON CULVERT UNDER THE TRACK,
 KE0631'ON THE TOP OF THE TWO-STONE BLOCK HEAD WALL, 6.3 FEET EAST
 KE0631'OF THE EAST RAIL, 1.6 FEET SOUTH OF THE NORTH END OF THE HEAD
 KE0631'WALL, AND 0.7 FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED
 KE0631'CROSS.
 KE0631
 KE0631                          STATION RECOVERY (2002)
 KE0631
 KE0631'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE0631'MARK NOT FOUND.
 KE0631
 KE0631                          STATION RECOVERY (2005)
 KE0631
 KE0631'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0631'THE OVERPASS AND CULVERT HAVE BEEN REPLACED WITH AN EARTH FILL.
 KE0631' 
 KE0631' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0635 ***********************************************************************
 KE0635  DESIGNATION -  CHISELED CROSS
 KE0635  PID         -  KE0635
 KE0635  STATE/COUNTY-  KS/LEAVENWORTH
 KE0635  USGS QUAD   -  TONGANOXIE (1978)
 KE0635
 KE0635                         *CURRENT SURVEY CONTROL
 KE0635  ___________________________________________________________________
 KE0635* NAD 83(1986)-  39 06 06.     (N)    095 05 23.     (W)     SCALED    
 KE0635* NAVD 88     -       266.470  (meters)     874.24   (feet)  ADJUSTED  
 KE0635  ___________________________________________________________________
 KE0635  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KE0635  DYNAMIC HT  -         266.299 (meters)     873.68  (feet)  COMP
 KE0635  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 KE0635
 KE0635  VERT ORDER  -  SECOND    CLASS 0
 KE0635
 KE0635.The horizontal coordinates were scaled from a topographic map and have
 KE0635.an estimated accuracy of +/- 6 seconds.
 KE0635
 KE0635.The orthometric height was determined by differential leveling
 KE0635.and adjusted by the National Geodetic Survey in June 1991..
 KE0635
 KE0635.The geoid height was determined by GEOID03.
 KE0635
 KE0635.The dynamic height is computed by dividing the NAVD 88
 KE0635.geopotential number by the normal gravity value computed on the
 KE0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0635.degrees latitude (g = 980.6199 gals.).
 KE0635
 KE0635.The modeled gravity was interpolated from observed gravity values.
 KE0635
 KE0635;                    North         East    Units  Estimated Accuracy
 KE0635;SPC KS N     -    89,340.      651,690.      MT  (+/- 180 meters Scaled)
 KE0635
 KE0635                          SUPERSEDED SURVEY CONTROL
 KE0635
 KE0635  NGVD 29 (??/??/92)  266.391  (m)          873.98   (f) ADJ UNCH    2 0
 KE0635
 KE0635.Superseded values are not recommended for survey control.
 KE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0635.See file dsdata.txt to determine how the superseded data were derived.
 KE0635
 KE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD192301(NAD 83)
 KE0635_MARKER: X = CHISELED CROSS
 KE0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0635_SP_SET: CULVERT
 KE0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0635
 KE0635  HISTORY     - Date     Condition        Report By
 KE0635  HISTORY     - UNK      MONUMENTED       UPRR
 KE0635  HISTORY     - 1935     GOOD             NGS
 KE0635  HISTORY     - 20020826 MARK NOT FOUND   SKW
 KE0635  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 KE0635
 KE0635                          STATION DESCRIPTION
 KE0635
 KE0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KE0635'0.5 MI S FROM TONGANOXIE.
 KE0635'0.5 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KE0635'AT TONGANOXIE, LEAVENWORTH COUNTY AT THE OVERPASS OVER U.S.
 KE0635'HIGHWAYS 40 AND 24, 19 FEET SOUTHWEST OF THE SOUTHEAST ONE
 KE0635'OF 4 CONCRETE PEDESTALS, AT A 48-INCH CAST-IRON RAILROAD CULVERT,
 KE0635'ON THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH STONE BLOCK OF
 KE0635'THE HEADWALL, 6.9 FEET EAST OF THE EAST RAIL, AND 1/2 FOOT LOWER
 KE0635'THAN THE TOP OF THE RAIL.  A 3-1/2 INCH CHISELED CROSS.
 KE0635
 KE0635                          STATION RECOVERY (2002)
 KE0635
 KE0635'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE0635'MARK NOT FOUND.
 KE0635
 KE0635                          STATION RECOVERY (2005)
 KE0635
 KE0635'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0635'THE OVERPASS AND CULVERT HAVE BEEN REPLACED WITH AN EARTH FILL.
 KE0635' 
 KE0635' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0807 ***********************************************************************
 KE0807  DESIGNATION -  CHISELED CROSS
 KE0807  PID         -  KE0807
 KE0807  STATE/COUNTY-  KS/JACKSON
 KE0807  USGS QUAD   -  SOLDIER CREEK NE (1960)
 KE0807
 KE0807                         *CURRENT SURVEY CONTROL
 KE0807  ___________________________________________________________________
 KE0807* NAD 83(1986)-  39 27 48.     (N)    095 46 32.     (W)     SCALED    
 KE0807* NAVD 88     -       345.064  (meters)    1132.10   (feet)  ADJUSTED  
 KE0807  ___________________________________________________________________
 KE0807  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 KE0807  DYNAMIC HT  -         344.845 (meters)    1131.38  (feet)  COMP
 KE0807  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 KE0807
 KE0807  VERT ORDER  -  SECOND    CLASS 0
 KE0807
 KE0807.The horizontal coordinates were scaled from a topographic map and have
 KE0807.an estimated accuracy of +/- 6 seconds.
 KE0807
 KE0807.The orthometric height was determined by differential leveling
 KE0807.and adjusted by the National Geodetic Survey in June 1991..
 KE0807
 KE0807.The geoid height was determined by GEOID03.
 KE0807
 KE0807.The dynamic height is computed by dividing the NAVD 88
 KE0807.geopotential number by the normal gravity value computed on the
 KE0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0807.degrees latitude (g = 980.6199 gals.).
 KE0807
 KE0807.The modeled gravity was interpolated from observed gravity values.
 KE0807
 KE0807;                    North         East    Units  Estimated Accuracy
 KE0807;SPC KS N     -   127,800.      591,410.      MT  (+/- 180 meters Scaled)
 KE0807
 KE0807                          SUPERSEDED SURVEY CONTROL
 KE0807
 KE0807  NGVD 29 (??/??/92)  344.950  (m)         1131.72   (f) ADJ UNCH    2 0
 KE0807
 KE0807.Superseded values are not recommended for survey control.
 KE0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0807.See file dsdata.txt to determine how the superseded data were derived.
 KE0807
 KE0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD612718(NAD 83)
 KE0807_MARKER: X = CHISELED CROSS
 KE0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0807_SP_SET: CULVERT
 KE0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0807
 KE0807  HISTORY     - Date     Condition        Report By
 KE0807  HISTORY     - UNK      MONUMENTED       CGS
 KE0807  HISTORY     - 1950     GOOD             NGS
 KE0807
 KE0807                          STATION DESCRIPTION
 KE0807
 KE0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0807'2.2 MI W FROM HOLTON.
 KE0807'2.2 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 KE0807'AT HOLTON, JACKSON COUNTY, AT A ROAD INTERSECTION, 100 FEET
 KE0807'NORTH OF THE CENTERLINE OF STATE HIGHWAY 16, AT A CONCRETE
 KE0807'CULVERT UNDER THE CROSS ROAD, AND ON THE TOP OF THE SOUTH END
 KE0807'OF THE WEST HEADWALL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0242 ***********************************************************************
 JG0242  DESIGNATION -  CHISELED CROSS
 JG0242  PID         -  JG0242
 JG0242  STATE/COUNTY-  KS/RUSSELL
 JG0242  USGS QUAD   -  RUSSELL (1967)
 JG0242
 JG0242                         *CURRENT SURVEY CONTROL
 JG0242  ___________________________________________________________________
 JG0242* NAD 83(1986)-  38 52 32.     (N)    098 48 30.     (W)     SCALED    
 JG0242* NAVD 88     -       569.771  (meters)    1869.32   (feet)  ADJUSTED  
 JG0242  ___________________________________________________________________
 JG0242  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0242  DYNAMIC HT  -         569.368 (meters)    1868.00  (feet)  COMP
 JG0242  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 JG0242
 JG0242  VERT ORDER  -  FIRST     CLASS II
 JG0242
 JG0242.This mark is at Russell Municipal Airport (RSL)
 JG0242
 JG0242.The horizontal coordinates were scaled from a topographic map and have
 JG0242.an estimated accuracy of +/- 6 seconds.
 JG0242
 JG0242.The orthometric height was determined by differential leveling
 JG0242.and adjusted by the National Geodetic Survey in June 1991..
 JG0242
 JG0242.The geoid height was determined by GEOID03.
 JG0242
 JG0242.The dynamic height is computed by dividing the NAVD 88
 JG0242.geopotential number by the normal gravity value computed on the
 JG0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0242.degrees latitude (g = 980.6199 gals.).
 JG0242
 JG0242.The modeled gravity was interpolated from observed gravity values.
 JG0242
 JG0242;                    North         East    Units  Estimated Accuracy
 JG0242;SPC KS N     -    60,510.      329,860.      MT  (+/- 180 meters Scaled)
 JG0242
 JG0242                          SUPERSEDED SURVEY CONTROL
 JG0242
 JG0242  NGVD 29 (??/??/92)  569.558  (m)         1868.62   (f) ADJ UNCH    1 2
 JG0242
 JG0242.Superseded values are not recommended for survey control.
 JG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0242.See file dsdata.txt to determine how the superseded data were derived.
 JG0242
 JG0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ166029(NAD 83)
 JG0242_MARKER: X = CHISELED CROSS
 JG0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0242_SP_SET: SAND STONE
 JG0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0242+STABILITY: SURFACE MOTION
 JG0242
 JG0242  HISTORY     - Date     Condition        Report By
 JG0242  HISTORY     - UNK      MONUMENTED       USWB
 JG0242  HISTORY     - 1953     GOOD             NGS
 JG0242
 JG0242                          STATION DESCRIPTION
 JG0242
 JG0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0242'3 MI SE FROM RUSSELL.
 JG0242'3.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0242'STATION AT RUSSELL, AT THE SOUTH ENTRANCE TO THE COMMUNICATIONS
 JG0242'BUILDING AT THE RUSSELL MUNICIPAL AIRPORT, 2.5 FEET ABOVE THE
 JG0242'SIDEWALK, VERTICALLY IN THE NORTHWEST END OF THE SANDSTONE
 JG0242'COPING OF A WINDOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0440 ***********************************************************************
 KF0440  DESIGNATION -  CHISELED CROSS
 KF0440  PID         -  KF0440
 KF0440  STATE/COUNTY-  KS/CLOUD
 KF0440  USGS QUAD   -  MILTONVALE NW (1965)
 KF0440
 KF0440                         *CURRENT SURVEY CONTROL
 KF0440  ___________________________________________________________________
 KF0440* NAD 83(1986)-  39 22 44.     (N)    097 29 43.     (W)     SCALED    
 KF0440* NAVD 88     -       461.623  (meters)    1514.51   (feet)  ADJUSTED  
 KF0440  ___________________________________________________________________
 KF0440  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 KF0440  DYNAMIC HT  -         461.337 (meters)    1513.57  (feet)  COMP
 KF0440  MODELED GRAV-     979,993.6   (mgal)                       NAVD 88
 KF0440
 KF0440  VERT ORDER  -  FIRST     CLASS II
 KF0440
 KF0440.The horizontal coordinates were scaled from a topographic map and have
 KF0440.an estimated accuracy of +/- 6 seconds.
 KF0440
 KF0440.The orthometric height was determined by differential leveling
 KF0440.and adjusted by the National Geodetic Survey in June 1991..
 KF0440.WARNING-Repeat measurements at this control monument indicate possible
 KF0440.vertical movement.
 KF0440
 KF0440.The geoid height was determined by GEOID03.
 KF0440
 KF0440.The dynamic height is computed by dividing the NAVD 88
 KF0440.geopotential number by the normal gravity value computed on the
 KF0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0440.degrees latitude (g = 980.6199 gals.).
 KF0440
 KF0440.The modeled gravity was interpolated from observed gravity values.
 KF0440
 KF0440;                    North         East    Units  Estimated Accuracy
 KF0440;SPC KS N     -   116,190.      443,490.      MT  (+/- 180 meters Scaled)
 KF0440
 KF0440                          SUPERSEDED SURVEY CONTROL
 KF0440
 KF0440  NGVD 29 (??/??/92)  461.498  (m)         1514.10   (f) ADJ UNCH    1 2
 KF0440
 KF0440.Superseded values are not recommended for survey control.
 KF0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0440.See file dsdata.txt to determine how the superseded data were derived.
 KF0440
 KF0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ296599(NAD 83)
 KF0440_MARKER: X = CHISELED CROSS
 KF0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0440_SP_SET: RAIL
 KF0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0440
 KF0440  HISTORY     - Date     Condition        Report By
 KF0440  HISTORY     - UNK      MONUMENTED       CGS
 KF0440  HISTORY     - 1947     GOOD             NGS
 KF0440
 KF0440                          STATION DESCRIPTION
 KF0440
 KF0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0440'3.5 MI NW FROM MILTONVALE.
 KF0440'3.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0440'RAILROAD FROM THE STATION AT MILTONVALE, AT A ROAD CROSSING,
 KF0440'22.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7.1 FEET NORTHEAST
 KF0440'OF THE NORTHEAST RAIL OF THE TRACK, A CROSS CUT ON THE TOP
 KF0440'OF A RAIL SECTION SET VERTICALLY IN THE GROUND AND PAINTED P.S.
 KF0440'ON THE NORTHWEST SIDE OF THE RAIL AND NO. 94 ON THE SOUTHEAST
 KF0440'SIDE OF THE RAIL, RAIL SECTION PROJECTING 2.5 FEET ABOVE THE
 KF0440'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0118 ***********************************************************************
 KF0118  DESIGNATION -  CHISELED CROSS
 KF0118  PID         -  KF0118
 KF0118  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0118  USGS QUAD   -  ONAGA NE (1964)
 KF0118
 KF0118                         *CURRENT SURVEY CONTROL
 KF0118  ___________________________________________________________________
 KF0118* NAD 83(1986)-  39 28 43.     (N)    096 04 20.     (W)     SCALED    
 KF0118* NAVD 88     -       425.444  (meters)    1395.81   (feet)  ADJUSTED  
 KF0118  ___________________________________________________________________
 KF0118  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 KF0118  DYNAMIC HT  -         425.171 (meters)    1394.92  (feet)  COMP
 KF0118  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 KF0118
 KF0118  VERT ORDER  -  SECOND    CLASS 0
 KF0118
 KF0118.The horizontal coordinates were scaled from a topographic map and have
 KF0118.an estimated accuracy of +/- 6 seconds.
 KF0118
 KF0118.The orthometric height was determined by differential leveling
 KF0118.and adjusted by the National Geodetic Survey in June 1991..
 KF0118
 KF0118.The geoid height was determined by GEOID03.
 KF0118
 KF0118.The dynamic height is computed by dividing the NAVD 88
 KF0118.geopotential number by the normal gravity value computed on the
 KF0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0118.degrees latitude (g = 980.6199 gals.).
 KF0118
 KF0118.The modeled gravity was interpolated from observed gravity values.
 KF0118
 KF0118;                    North         East    Units  Estimated Accuracy
 KF0118;SPC KS N     -   128,910.      565,850.      MT  (+/- 180 meters Scaled)
 KF0118
 KF0118                          SUPERSEDED SURVEY CONTROL
 KF0118
 KF0118  NGVD 29 (??/??/92)  425.327  (m)         1395.43   (f) ADJ UNCH    2 0
 KF0118
 KF0118.Superseded values are not recommended for survey control.
 KF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0118.See file dsdata.txt to determine how the superseded data were derived.
 KF0118
 KF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ518739(NAD 83)
 KF0118_MARKER: X = CHISELED CROSS
 KF0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0118_SP_SET: CULVERT
 KF0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0118
 KF0118  HISTORY     - Date     Condition        Report By
 KF0118  HISTORY     - UNK      MONUMENTED       CGS
 KF0118  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0118
 KF0118                          STATION DESCRIPTION
 KF0118
 KF0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0118'6 MI E FROM ONAGA.
 KF0118'6.0 MILES EAST ALONG STATE HIGHWAY 16 FROM THE UNION PACIFIC
 KF0118'RAILROAD BRIDGE 37-1 AT ONAGA, POTTAWATOMIE COUNTY, AT THE
 KF0118'INTERSECTION OF STATE HIGHWAY 63, 100 YARDS NORTH OF THE
 KF0118'INTERSECTION, AT A CONCRETE CULVERT UNDER STATE HIGHWAY 63, AND
 KF0118'ON THE TOP OF THE WEST HEADWALL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0648 ***********************************************************************
 KE0648  DESIGNATION -  CHISELED CROSS A
 KE0648  PID         -  KE0648
 KE0648  STATE/COUNTY-  KS/LEAVENWORTH
 KE0648  USGS QUAD   -  MC LOUTH (1979)
 KE0648
 KE0648                         *CURRENT SURVEY CONTROL
 KE0648  ___________________________________________________________________
 KE0648* NAD 83(1986)-  39 11 23.     (N)    095 11 00.     (W)     SCALED    
 KE0648* NAVD 88     -       329.010  (meters)    1079.43   (feet)  ADJUSTED  
 KE0648  ___________________________________________________________________
 KE0648  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 KE0648  DYNAMIC HT  -         328.794 (meters)    1078.72  (feet)  COMP
 KE0648  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 KE0648
 KE0648  VERT ORDER  -  SECOND    CLASS 0
 KE0648
 KE0648.The horizontal coordinates were scaled from a topographic map and have
 KE0648.an estimated accuracy of +/- 6 seconds.
 KE0648
 KE0648.The orthometric height was determined by differential leveling
 KE0648.and adjusted by the National Geodetic Survey in June 1991..
 KE0648
 KE0648.The geoid height was determined by GEOID03.
 KE0648
 KE0648.The dynamic height is computed by dividing the NAVD 88
 KE0648.geopotential number by the normal gravity value computed on the
 KE0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0648.degrees latitude (g = 980.6199 gals.).
 KE0648
 KE0648.The modeled gravity was interpolated from observed gravity values.
 KE0648
 KE0648;                    North         East    Units  Estimated Accuracy
 KE0648;SPC KS N     -    98,850.      643,300.      MT  (+/- 180 meters Scaled)
 KE0648
 KE0648                          SUPERSEDED SURVEY CONTROL
 KE0648
 KE0648  NGVD 29 (??/??/92)  328.926  (m)         1079.15   (f) ADJ UNCH    2 0
 KE0648
 KE0648.Superseded values are not recommended for survey control.
 KE0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0648.See file dsdata.txt to determine how the superseded data were derived.
 KE0648
 KE0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD114401(NAD 83)
 KE0648_MARKER: X = CHISELED CROSS
 KE0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0648_SP_SET: CULVERT
 KE0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0648
 KE0648  HISTORY     - Date     Condition        Report By
 KE0648  HISTORY     - UNK      MONUMENTED       KSHC
 KE0648  HISTORY     - 1950     GOOD             NGS
 KE0648  HISTORY     - 20020826 MARK NOT FOUND   SKW
 KE0648
 KE0648                          STATION DESCRIPTION
 KE0648
 KE0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0648'1.6 MI SE FROM MC LOUTH.
 KE0648'IN LEAVENWORTH COUNTY, 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY
 KE0648'16 FROM THE HIGH SCHOOL AT MC LOUTH, JEFFERSON COUNTY, 45 FEET
 KE0648'NORTH OF THE CENTERLINE OF THE HIGHWAY, AT THE JUNCTION OF A
 KE0648'DIRT ROAD LEADING EAST, ON THE TOP OF THE NORTHEAST CORNER OF
 KE0648'THE NORTH HEADWALL OF A CONCRETE CULVERT, 13.5 FEET SOUTH OF
 KE0648'A WIRE FENCE, AND 6 FEET LOWER THAN THE HIGHWAY.  A CHISELED
 KE0648'CROSS.
 KE0648
 KE0648                          STATION RECOVERY (2002)
 KE0648
 KE0648'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE0648'APPEARS TO BE DESTROYED. NORTHEAST CORNER OF HEADWALL IS BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0505 ***********************************************************************
 KF0505  DESIGNATION -  CHISELED CROSS=1527
 KF0505  PID         -  KF0505
 KF0505  STATE/COUNTY-  KS/CLOUD
 KF0505  USGS QUAD   -  AURORA (1965)
 KF0505
 KF0505                         *CURRENT SURVEY CONTROL
 KF0505  ___________________________________________________________________
 KF0505* NAD 83(1986)-  39 25 57.     (N)    097 31 03.     (W)     SCALED    
 KF0505* NAVD 88     -       465.650  (meters)    1527.72   (feet)  ADJUSTED  
 KF0505  ___________________________________________________________________
 KF0505  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 KF0505  DYNAMIC HT  -         465.363 (meters)    1526.78  (feet)  COMP
 KF0505  MODELED GRAV-     979,995.6   (mgal)                       NAVD 88
 KF0505
 KF0505  VERT ORDER  -  FIRST     CLASS II
 KF0505
 KF0505.The horizontal coordinates were scaled from a topographic map and have
 KF0505.an estimated accuracy of +/- 6 seconds.
 KF0505
 KF0505.The orthometric height was determined by differential leveling
 KF0505.and adjusted by the National Geodetic Survey in June 1991..
 KF0505
 KF0505.The geoid height was determined by GEOID03.
 KF0505
 KF0505.The dynamic height is computed by dividing the NAVD 88
 KF0505.geopotential number by the normal gravity value computed on the
 KF0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0505.degrees latitude (g = 980.6199 gals.).
 KF0505
 KF0505.The modeled gravity was interpolated from observed gravity values.
 KF0505
 KF0505;                    North         East    Units  Estimated Accuracy
 KF0505;SPC KS N     -   122,130.      441,540.      MT  (+/- 180 meters Scaled)
 KF0505
 KF0505                          SUPERSEDED SURVEY CONTROL
 KF0505
 KF0505  NGVD 29 (??/??/92)  465.518  (m)         1527.29   (f) ADJ UNCH    1 2
 KF0505
 KF0505.Superseded values are not recommended for survey control.
 KF0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0505.See file dsdata.txt to determine how the superseded data were derived.
 KF0505
 KF0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ275658(NAD 83)
 KF0505_MARKER: X = CHISELED CROSS
 KF0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0505_SP_SET: RAIL
 KF0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0505
 KF0505  HISTORY     - Date     Condition        Report By
 KF0505  HISTORY     - UNK      MONUMENTED       CGS
 KF0505  HISTORY     - 1947     GOOD             NGS
 KF0505
 KF0505                          STATION DESCRIPTION
 KF0505
 KF0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0505'1.6 MI SE FROM AURORA.
 KF0505'1.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0505'RAILROAD FROM THE STATION AT AURORA, AT A ROAD CROSSING, AT
 KF0505'CULVERT NO. 100C, 98.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 KF0505'THE TRACK, 20.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 15.2
 KF0505'FEET SOUTHEAST OF A CORNER FENCE POST, 9.8 FEET NORTH OF A
 KF0505'TELEPHONE POLE, A CHISELED CROSS CUT ON THE TOP OF A RAIL SECTION
 KF0505'SET VERTICALLY IN THE GROUND AND PROJECTING 1.0 FOOT ABOVE THE
 KF0505'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0986 ***********************************************************************
 KE0986  DESIGNATION -  CHISELED SQ
 KE0986  PID         -  KE0986
 KE0986  STATE/COUNTY-  KS/NEMAHA
 KE0986  USGS QUAD   -  SABETHA (1960)
 KE0986
 KE0986                         *CURRENT SURVEY CONTROL
 KE0986  ___________________________________________________________________
 KE0986* NAD 83(1986)-  39 54 49.     (N)    095 49 35.     (W)     SCALED    
 KE0986* NAVD 88     -       394.520  (meters)    1294.35   (feet)  ADJUSTED  
 KE0986  ___________________________________________________________________
 KE0986  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 KE0986  DYNAMIC HT  -         394.287 (meters)    1293.59  (feet)  COMP
 KE0986  MODELED GRAV-     980,022.2   (mgal)                       NAVD 88
 KE0986
 KE0986  VERT ORDER  -  SECOND    CLASS 0
 KE0986
 KE0986.The horizontal coordinates were scaled from a topographic map and have
 KE0986.an estimated accuracy of +/- 6 seconds.
 KE0986
 KE0986.The orthometric height was determined by differential leveling
 KE0986.and adjusted by the National Geodetic Survey in June 1991..
 KE0986
 KE0986.The geoid height was determined by GEOID03.
 KE0986
 KE0986.The dynamic height is computed by dividing the NAVD 88
 KE0986.geopotential number by the normal gravity value computed on the
 KE0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0986.degrees latitude (g = 980.6199 gals.).
 KE0986
 KE0986.The modeled gravity was interpolated from observed gravity values.
 KE0986
 KE0986;                    North         East    Units  Estimated Accuracy
 KE0986;SPC KS N     -   177,670.      585,830.      MT  (+/- 180 meters Scaled)
 KE0986
 KE0986                          SUPERSEDED SURVEY CONTROL
 KE0986
 KE0986  NGVD 29 (??/??/92)  394.402  (m)         1293.97   (f) ADJ UNCH    2 0
 KE0986
 KE0986.Superseded values are not recommended for survey control.
 KE0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0986.See file dsdata.txt to determine how the superseded data were derived.
 KE0986
 KE0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE584219(NAD 83)
 KE0986_MARKER: Q = CHISELED SQUARE
 KE0986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0986_SP_SET: CULVERT
 KE0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0986
 KE0986  HISTORY     - Date     Condition        Report By
 KE0986  HISTORY     - 1934     MONUMENTED       CGS
 KE0986  HISTORY     - 1950     GOOD             NGS
 KE0986
 KE0986                          STATION DESCRIPTION
 KE0986
 KE0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0986'1.5 MI NW FROM SEBETHA.
 KE0986'1.5 MILES NORTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0986'RAILROAD FROM THE CITY WATER TOWER AT SABETHA, NEMAHA COUNTY,
 KE0986'0.25 MILE NORTH OF THE RAILROAD JUNCTION, AT A ROAD CROSSING, 25
 KE0986'FEET NORTH OF THE CENTER LINE OF THE ROAD, 10 FEET EAST OF THE
 KE0986'CENTER LINE OF THE TRACK, AT A CULVERT UNDER THE TRACK, AND ON
 KE0986'THE EAST END OF THE CONCRETE HEAD WALL.  A CHISELED SQUARE.
 KE0986
 KE0986                          STATION RECOVERY (1950)
 KE0986
 KE0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0945 ***********************************************************************
 KE0945  DESIGNATION -  CHISELED SQ
 KE0945  PID         -  KE0945
 KE0945  STATE/COUNTY-  KS/BROWN
 KE0945  USGS QUAD   -  HIAWATHA (1961)
 KE0945
 KE0945                         *CURRENT SURVEY CONTROL
 KE0945  ___________________________________________________________________
 KE0945* NAD 83(1986)-  39 48 10.     (N)    095 31 37.     (W)     SCALED    
 KE0945* NAVD 88     -       334.717  (meters)    1098.15   (feet)  ADJUSTED  
 KE0945  ___________________________________________________________________
 KE0945  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KE0945  DYNAMIC HT  -         334.521 (meters)    1097.51  (feet)  COMP
 KE0945  MODELED GRAV-     980,029.8   (mgal)                       NAVD 88
 KE0945
 KE0945  VERT ORDER  -  SECOND    CLASS 0
 KE0945
 KE0945.The horizontal coordinates were scaled from a topographic map and have
 KE0945.an estimated accuracy of +/- 6 seconds.
 KE0945
 KE0945.The orthometric height was determined by differential leveling
 KE0945.and adjusted by the National Geodetic Survey in June 1991..
 KE0945
 KE0945.The geoid height was determined by GEOID03.
 KE0945
 KE0945.The dynamic height is computed by dividing the NAVD 88
 KE0945.geopotential number by the normal gravity value computed on the
 KE0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0945.degrees latitude (g = 980.6199 gals.).
 KE0945
 KE0945.The modeled gravity was interpolated from observed gravity values.
 KE0945
 KE0945;                    North         East    Units  Estimated Accuracy
 KE0945;SPC KS N     -   166,020.      611,760.      MT  (+/- 180 meters Scaled)
 KE0945
 KE0945                          SUPERSEDED SURVEY CONTROL
 KE0945
 KE0945  NGVD 29 (??/??/92)  334.621  (m)         1097.84   (f) ADJ UNCH    2 0
 KE0945
 KE0945.Superseded values are not recommended for survey control.
 KE0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0945.See file dsdata.txt to determine how the superseded data were derived.
 KE0945
 KE0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE836089(NAD 83)
 KE0945_MARKER: Q = CHISELED SQUARE
 KE0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0945_SP_SET: CULVERT
 KE0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0945
 KE0945  HISTORY     - Date     Condition        Report By
 KE0945  HISTORY     - UNK      MONUMENTED       CGS
 KE0945  HISTORY     - 1934     GOOD             NGS
 KE0945  HISTORY     - 1950     MARK NOT FOUND   NGS
 KE0945
 KE0945                          STATION DESCRIPTION
 KE0945
 KE0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KE0945'3.2 MI S FROM HIAWATHA.
 KE0945'3.2 MILES SOUTH ALONG U.S. HIGHWAY 73 FROM THE COURTHOUSE AT
 KE0945'HIAWATHA, BROWN COUNTY, AT A CULVERT, AND ON THE WEST END OF THE
 KE0945'SOUTH WING WALL.  A CHISELED SQUARE.
 KE0945
 KE0945                          STATION RECOVERY (1950)
 KE0945
 KE0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0636 ***********************************************************************
 KE0636  DESIGNATION -  CHISELED SQ 1
 KE0636  PID         -  KE0636
 KE0636  STATE/COUNTY-  KS/LEAVENWORTH
 KE0636  USGS QUAD   -  TONGANOXIE (1978)
 KE0636
 KE0636                         *CURRENT SURVEY CONTROL
 KE0636  ___________________________________________________________________
 KE0636* NAD 83(1986)-  39 06 34.     (N)    095 06 59.     (W)     SCALED    
 KE0636* NAVD 88     -       331.594  (meters)    1087.90   (feet)  ADJUSTED  
 KE0636  ___________________________________________________________________
 KE0636  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KE0636  DYNAMIC HT  -         331.381 (meters)    1087.21  (feet)  COMP
 KE0636  MODELED GRAV-     979,975.4   (mgal)                       NAVD 88
 KE0636
 KE0636  VERT ORDER  -  SECOND    CLASS 0
 KE0636
 KE0636.The horizontal coordinates were scaled from a topographic map and have
 KE0636.an estimated accuracy of +/- 6 seconds.
 KE0636
 KE0636.The orthometric height was determined by differential leveling
 KE0636.and adjusted by the National Geodetic Survey in June 1991..
 KE0636
 KE0636.The geoid height was determined by GEOID03.
 KE0636
 KE0636.The dynamic height is computed by dividing the NAVD 88
 KE0636.geopotential number by the normal gravity value computed on the
 KE0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0636.degrees latitude (g = 980.6199 gals.).
 KE0636
 KE0636.The modeled gravity was interpolated from observed gravity values.
 KE0636
 KE0636;                    North         East    Units  Estimated Accuracy
 KE0636;SPC KS N     -    90,130.      649,360.      MT  (+/- 180 meters Scaled)
 KE0636
 KE0636                          SUPERSEDED SURVEY CONTROL
 KE0636
 KE0636  NGVD 29 (??/??/92)  331.516  (m)         1087.65   (f) ADJ UNCH    2 0
 KE0636
 KE0636.Superseded values are not recommended for survey control.
 KE0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0636.See file dsdata.txt to determine how the superseded data were derived.
 KE0636
 KE0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD170310(NAD 83)
 KE0636_MARKER: Q = CHISELED SQUARE
 KE0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0636_SP_SET: CULVERT
 KE0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0636
 KE0636  HISTORY     - Date     Condition        Report By
 KE0636  HISTORY     - UNK      MONUMENTED       CGS
 KE0636  HISTORY     - 1950     GOOD             NGS
 KE0636  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 KE0636
 KE0636                          STATION DESCRIPTION
 KE0636
 KE0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0636'1.9 MI W FROM TONGANOXIE.
 KE0636'1.9 MILES WEST ALONG STATE HIGHWAY 16 FROM THE UNION PACIFIC
 KE0636'RAILROAD STATION AT TONGANOXIE, LEAVENWORTH COUNTY, 0.3 MILE
 KE0636'WEST OF A CEMETERY, 120 YARDS NORTHEAST OF THE CENTER OF THE
 KE0636'JUNCTION OF A GRAVEL ROAD LEADING WEST, 15 FEET NORTH OF THE
 KE0636'CENTERLINE OF THE HIGHWAY ON THE TOP OF THE NORTH HEADWALL
 KE0636'OF A CONCRETE CULVERT, 18 INCHES FROM THE EAST END, AND 1 FOOT
 KE0636'LOWER THAN THE HIGHWAY.  A ONE-INCH OUTLINED SQUARE.
 KE0636
 KE0636                          STATION RECOVERY (2005)
 KE0636
 KE0636'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0636'THE CULVERT HAS BEEN REPLACED AND THE STATION PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0604 ***********************************************************************
 KE0604  DESIGNATION -  CHISELED SQ 10
 KE0604  PID         -  KE0604
 KE0604  STATE/COUNTY-  KS/DOUGLAS
 KE0604  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0604
 KE0604                         *CURRENT SURVEY CONTROL
 KE0604  ___________________________________________________________________
 KE0604* NAD 83(1986)-  39 01 59.     (N)    095 21 21.     (W)     SCALED    
 KE0604* NAVD 88     -       256.253  (meters)     840.72   (feet)  ADJUSTED  
 KE0604  ___________________________________________________________________
 KE0604  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KE0604  DYNAMIC HT  -         256.087 (meters)     840.18  (feet)  COMP
 KE0604  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 KE0604
 KE0604  VERT ORDER  -  FIRST     CLASS II
 KE0604
 KE0604.The horizontal coordinates were scaled from a topographic map and have
 KE0604.an estimated accuracy of +/- 6 seconds.
 KE0604
 KE0604.The orthometric height was determined by differential leveling
 KE0604.and adjusted by the National Geodetic Survey in June 1991..
 KE0604
 KE0604.The geoid height was determined by GEOID03.
 KE0604
 KE0604.The dynamic height is computed by dividing the NAVD 88
 KE0604.geopotential number by the normal gravity value computed on the
 KE0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0604.degrees latitude (g = 980.6199 gals.).
 KE0604
 KE0604.The modeled gravity was interpolated from observed gravity values.
 KE0604
 KE0604;                    North         East    Units  Estimated Accuracy
 KE0604;SPC KS N     -    81,020.      628,910.      MT  (+/- 180 meters Scaled)
 KE0604
 KE0604                          SUPERSEDED SURVEY CONTROL
 KE0604
 KE0604  NGVD 29 (??/??/92)  256.173  (m)          840.46   (f) ADJ UNCH    1 2
 KE0604
 KE0604.Superseded values are not recommended for survey control.
 KE0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0604.See file dsdata.txt to determine how the superseded data were derived.
 KE0604
 KE0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD960230(NAD 83)
 KE0604_MARKER: Q = CHISELED SQUARE
 KE0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0604_SP_SET: BRIDGE
 KE0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0604
 KE0604  HISTORY     - Date     Condition        Report By
 KE0604  HISTORY     - UNK      MONUMENTED       CGS
 KE0604  HISTORY     - 1951     GOOD             NGS
 KE0604  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0604
 KE0604                          STATION DESCRIPTION
 KE0604
 KE0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0604'2.3 MI E FROM LECOMPTON.
 KE0604'2.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0604'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, AT STONE-ARCH
 KE0604'BRIDGE 35 A, ON THE TOP OF THE NORTHEAST CORNER OF THE EAST
 KE0604'CAPSTONE, AND ON THE NORTH SIDE OF THE TRACK.  A CHISELED SQUARE.
 KE0604
 KE0604                          STATION RECOVERY (1986)
 KE0604
 KE0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0612 ***********************************************************************
 KE0612  DESIGNATION -  CHISELED SQ 12
 KE0612  PID         -  KE0612
 KE0612  STATE/COUNTY-  KS/DOUGLAS
 KE0612  USGS QUAD   -  PERRY (1975)
 KE0612
 KE0612                         *CURRENT SURVEY CONTROL
 KE0612  ___________________________________________________________________
 KE0612* NAD 83(1986)-  39 03 34.     (N)    095 25 04.     (W)     SCALED    
 KE0612* NAVD 88     -       259.738  (meters)     852.16   (feet)  ADJUSTED  
 KE0612  ___________________________________________________________________
 KE0612  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KE0612  DYNAMIC HT  -         259.570 (meters)     851.61  (feet)  COMP
 KE0612  MODELED GRAV-     979,974.6   (mgal)                       NAVD 88
 KE0612
 KE0612  VERT ORDER  -  FIRST     CLASS II
 KE0612
 KE0612.The horizontal coordinates were scaled from a topographic map and have
 KE0612.an estimated accuracy of +/- 6 seconds.
 KE0612
 KE0612.The orthometric height was determined by differential leveling
 KE0612.and adjusted by the National Geodetic Survey in June 1991..
 KE0612
 KE0612.The geoid height was determined by GEOID03.
 KE0612
 KE0612.The dynamic height is computed by dividing the NAVD 88
 KE0612.geopotential number by the normal gravity value computed on the
 KE0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0612.degrees latitude (g = 980.6199 gals.).
 KE0612
 KE0612.The modeled gravity was interpolated from observed gravity values.
 KE0612
 KE0612;                    North         East    Units  Estimated Accuracy
 KE0612;SPC KS N     -    83,790.      623,460.      MT  (+/- 180 meters Scaled)
 KE0612
 KE0612                          SUPERSEDED SURVEY CONTROL
 KE0612
 KE0612  NGVD 29 (??/??/92)  259.656  (m)          851.89   (f) ADJ UNCH    1 2
 KE0612
 KE0612.Superseded values are not recommended for survey control.
 KE0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0612.See file dsdata.txt to determine how the superseded data were derived.
 KE0612
 KE0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD908261(NAD 83)
 KE0612_MARKER: Q = CHISELED SQUARE
 KE0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0612_SP_SET: SEMAPHORE
 KE0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0612
 KE0612  HISTORY     - Date     Condition        Report By
 KE0612  HISTORY     - UNK      MONUMENTED       CGS
 KE0612  HISTORY     - 1951     GOOD             NGS
 KE0612  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0612
 KE0612                          STATION DESCRIPTION
 KE0612
 KE0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0612'1.5 MI W FROM LECOMPTON.
 KE0612'1.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0612'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, AT SEMAPHORE 381,
 KE0612'AND ON THE TOP OF THE SOUTHWEST EDGE OF THE CONCRETE BASE.
 KE0612'A CHISELED SQUARE.
 KE0612
 KE0612                          STATION RECOVERY (1986)
 KE0612
 KE0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0615 ***********************************************************************
 KE0615  DESIGNATION -  CHISELED SQ 13
 KE0615  PID         -  KE0615
 KE0615  STATE/COUNTY-  KS/DOUGLAS
 KE0615  USGS QUAD   -  PERRY (1975)
 KE0615
 KE0615                         *CURRENT SURVEY CONTROL
 KE0615  ___________________________________________________________________
 KE0615* NAD 83(1986)-  39 03 37.     (N)    095 25 25.     (W)     SCALED    
 KE0615* NAVD 88     -       259.315  (meters)     850.77   (feet)  ADJUSTED  
 KE0615  ___________________________________________________________________
 KE0615  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KE0615  DYNAMIC HT  -         259.148 (meters)     850.22  (feet)  COMP
 KE0615  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 KE0615
 KE0615  VERT ORDER  -  FIRST     CLASS II
 KE0615
 KE0615.The horizontal coordinates were scaled from a topographic map and have
 KE0615.an estimated accuracy of +/- 6 seconds.
 KE0615
 KE0615.The orthometric height was determined by differential leveling
 KE0615.and adjusted by the National Geodetic Survey in June 1991..
 KE0615
 KE0615.The geoid height was determined by GEOID03.
 KE0615
 KE0615.The dynamic height is computed by dividing the NAVD 88
 KE0615.geopotential number by the normal gravity value computed on the
 KE0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0615.degrees latitude (g = 980.6199 gals.).
 KE0615
 KE0615.The modeled gravity was interpolated from observed gravity values.
 KE0615
 KE0615;                    North         East    Units  Estimated Accuracy
 KE0615;SPC KS N     -    83,870.      622,960.      MT  (+/- 180 meters Scaled)
 KE0615
 KE0615                          SUPERSEDED SURVEY CONTROL
 KE0615
 KE0615  NGVD 29 (??/??/92)  259.233  (m)          850.50   (f) ADJ UNCH    1 2
 KE0615
 KE0615.Superseded values are not recommended for survey control.
 KE0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0615.See file dsdata.txt to determine how the superseded data were derived.
 KE0615
 KE0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD903262(NAD 83)
 KE0615_MARKER: Q = CHISELED SQUARE
 KE0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0615_SP_SET: BRIDGE
 KE0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0615
 KE0615  HISTORY     - Date     Condition        Report By
 KE0615  HISTORY     - UNK      MONUMENTED       CGS
 KE0615  HISTORY     - 1951     GOOD             NGS
 KE0615  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0615
 KE0615                          STATION DESCRIPTION
 KE0615
 KE0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0615'1.8 MI W FROM LECOMPTON.
 KE0615'1.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0615'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, AT THE SOUTHEAST
 KE0615'END OF BRIDGE 39 A, AND ON THE TOP OF THE EAST CORNER OF THE
 KE0615'NORTHEAST END OF THE CONCRETE ABUTMENT.  A CHISELED SQUARE.
 KE0615
 KE0615                          STATION RECOVERY (1986)
 KE0615
 KE0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0616 ***********************************************************************
 KE0616  DESIGNATION -  CHISELED SQ 14
 KE0616  PID         -  KE0616
 KE0616  STATE/COUNTY-  KS/DOUGLAS
 KE0616  USGS QUAD   -  PERRY (1975)
 KE0616
 KE0616                         *CURRENT SURVEY CONTROL
 KE0616  ___________________________________________________________________
 KE0616* NAD 83(1986)-  39 03 40.     (N)    095 26 11.     (W)     SCALED    
 KE0616* NAVD 88     -       258.809  (meters)     849.11   (feet)  ADJUSTED  
 KE0616  ___________________________________________________________________
 KE0616  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 KE0616  DYNAMIC HT  -         258.642 (meters)     848.56  (feet)  COMP
 KE0616  MODELED GRAV-     979,976.2   (mgal)                       NAVD 88
 KE0616
 KE0616  VERT ORDER  -  FIRST     CLASS II
 KE0616
 KE0616.The horizontal coordinates were scaled from a topographic map and have
 KE0616.an estimated accuracy of +/- 6 seconds.
 KE0616
 KE0616.The orthometric height was determined by differential leveling
 KE0616.and adjusted by the National Geodetic Survey in June 1991..
 KE0616
 KE0616.The geoid height was determined by GEOID03.
 KE0616
 KE0616.The dynamic height is computed by dividing the NAVD 88
 KE0616.geopotential number by the normal gravity value computed on the
 KE0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0616.degrees latitude (g = 980.6199 gals.).
 KE0616
 KE0616.The modeled gravity was interpolated from observed gravity values.
 KE0616
 KE0616;                    North         East    Units  Estimated Accuracy
 KE0616;SPC KS N     -    83,930.      621,850.      MT  (+/- 180 meters Scaled)
 KE0616
 KE0616                          SUPERSEDED SURVEY CONTROL
 KE0616
 KE0616  NGVD 29 (??/??/92)  258.726  (m)          848.84   (f) ADJ UNCH    1 2
 KE0616
 KE0616.Superseded values are not recommended for survey control.
 KE0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0616.See file dsdata.txt to determine how the superseded data were derived.
 KE0616
 KE0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD891263(NAD 83)
 KE0616_MARKER: Q = CHISELED SQUARE
 KE0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0616_SP_SET: BRIDGE
 KE0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0616
 KE0616  HISTORY     - Date     Condition        Report By
 KE0616  HISTORY     - UNK      MONUMENTED       CGS
 KE0616  HISTORY     - 1951     GOOD             NGS
 KE0616  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0616
 KE0616                          STATION DESCRIPTION
 KE0616
 KE0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0616'2.6 MI W FROM LECOMPTON.
 KE0616'2.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0616'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, AT THE EAST END
 KE0616'OF BRIDGE 39 C, AT THE NORTH END OF THE ABUTMENT, AND ON THE
 KE0616'TOP OF THE NORTHEAST CORNER OF THE CAPSTONE.  A CHISELED SQUARE.
 KE0616
 KE0616                          STATION RECOVERY (1986)
 KE0616
 KE0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0623 ***********************************************************************
 KE0623  DESIGNATION -  CHISELED SQ 15
 KE0623  PID         -  KE0623
 KE0623  STATE/COUNTY-  KS/DOUGLAS
 KE0623  USGS QUAD   -  PERRY (1975)
 KE0623
 KE0623                         *CURRENT SURVEY CONTROL
 KE0623  ___________________________________________________________________
 KE0623* NAD 83(1986)-  39 03 18.     (N)    095 28 51.     (W)     SCALED    
 KE0623* NAVD 88     -       261.751  (meters)     858.76   (feet)  ADJUSTED  
 KE0623  ___________________________________________________________________
 KE0623  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KE0623  DYNAMIC HT  -         261.580 (meters)     858.20  (feet)  COMP
 KE0623  MODELED GRAV-     979,969.7   (mgal)                       NAVD 88
 KE0623
 KE0623  VERT ORDER  -  FIRST     CLASS II
 KE0623
 KE0623.The horizontal coordinates were scaled from a topographic map and have
 KE0623.an estimated accuracy of +/- 6 seconds.
 KE0623
 KE0623.The orthometric height was determined by differential leveling
 KE0623.and adjusted by the National Geodetic Survey in June 1991..
 KE0623
 KE0623.The geoid height was determined by GEOID03.
 KE0623
 KE0623.The dynamic height is computed by dividing the NAVD 88
 KE0623.geopotential number by the normal gravity value computed on the
 KE0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0623.degrees latitude (g = 980.6199 gals.).
 KE0623
 KE0623.The modeled gravity was interpolated from observed gravity values.
 KE0623
 KE0623;                    North         East    Units  Estimated Accuracy
 KE0623;SPC KS N     -    83,150.      618,020.      MT  (+/- 180 meters Scaled)
 KE0623
 KE0623                          SUPERSEDED SURVEY CONTROL
 KE0623
 KE0623  NGVD 29 (??/??/92)  261.663  (m)          858.47   (f) ADJ UNCH    1 2
 KE0623
 KE0623.Superseded values are not recommended for survey control.
 KE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0623.See file dsdata.txt to determine how the superseded data were derived.
 KE0623
 KE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD853258(NAD 83)
 KE0623_MARKER: Q = CHISELED SQUARE
 KE0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0623_SP_SET: CONCRETE BASE
 KE0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0623
 KE0623  HISTORY     - Date     Condition        Report By
 KE0623  HISTORY     - UNK      MONUMENTED       CGS
 KE0623  HISTORY     - 1951     GOOD             NGS
 KE0623  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0623
 KE0623                          STATION DESCRIPTION
 KE0623
 KE0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0623'5 MI W FROM LECOMPTON.
 KE0623'5.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0623'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, AT SEMAPHORE
 KE0623'422, AND ON THE TOP OF THE NORTH EDGE OF THE CONCRETE BASE.
 KE0623'A CHISELED SQUARE.
 KE0623
 KE0623                          STATION RECOVERY (1986)
 KE0623
 KE0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0626 ***********************************************************************
 KE0626  DESIGNATION -  CHISELED SQ 16
 KE0626  PID         -  KE0626
 KE0626  STATE/COUNTY-  KS/DOUGLAS
 KE0626  USGS QUAD   -  PERRY (1975)
 KE0626
 KE0626                         *CURRENT SURVEY CONTROL
 KE0626  ___________________________________________________________________
 KE0626* NAD 83(1986)-  39 03 10.     (N)    095 29 59.     (W)     SCALED    
 KE0626* NAVD 88     -       261.410  (meters)     857.64   (feet)  ADJUSTED  
 KE0626  ___________________________________________________________________
 KE0626  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KE0626  DYNAMIC HT  -         261.240 (meters)     857.08  (feet)  COMP
 KE0626  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 KE0626
 KE0626  VERT ORDER  -  FIRST     CLASS II
 KE0626
 KE0626.The horizontal coordinates were scaled from a topographic map and have
 KE0626.an estimated accuracy of +/- 6 seconds.
 KE0626
 KE0626.The orthometric height was determined by differential leveling
 KE0626.and adjusted by the National Geodetic Survey in June 1991..
 KE0626
 KE0626.The geoid height was determined by GEOID03.
 KE0626
 KE0626.The dynamic height is computed by dividing the NAVD 88
 KE0626.geopotential number by the normal gravity value computed on the
 KE0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0626.degrees latitude (g = 980.6199 gals.).
 KE0626
 KE0626.The modeled gravity was interpolated from observed gravity values.
 KE0626
 KE0626;                    North         East    Units  Estimated Accuracy
 KE0626;SPC KS N     -    82,850.      616,390.      MT  (+/- 180 meters Scaled)
 KE0626
 KE0626                          SUPERSEDED SURVEY CONTROL
 KE0626
 KE0626  NGVD 29 (??/??/92)  261.321  (m)          857.35   (f) ADJ UNCH    1 2
 KE0626
 KE0626.Superseded values are not recommended for survey control.
 KE0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0626.See file dsdata.txt to determine how the superseded data were derived.
 KE0626
 KE0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD836256(NAD 83)
 KE0626_MARKER: Q = CHISELED SQUARE
 KE0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0626_SP_SET: BRIDGE
 KE0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0626
 KE0626  HISTORY     - Date     Condition        Report By
 KE0626  HISTORY     - UNK      MONUMENTED       CGS
 KE0626  HISTORY     - 1951     GOOD             NGS
 KE0626  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0626
 KE0626                          STATION DESCRIPTION
 KE0626
 KE0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0626'6 MI W FROM LECOMPTON.
 KE0626'6.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0626'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, AT THE EAST
 KE0626'END OF BRIDGE 43 C, AND ON THE TOP OF THE NORTHEAST CORNER OF
 KE0626'THE NORTH END OF THE CONCRETE ABUTMENT.  A CHISELED SQUARE.
 KE0626
 KE0626                          STATION RECOVERY (1986)
 KE0626
 KE0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0740 ***********************************************************************
 KE0740  DESIGNATION -  CHISELED SQ 17
 KE0740  PID         -  KE0740
 KE0740  STATE/COUNTY-  KS/SHAWNEE
 KE0740  USGS QUAD   -  GRANTVILLE (1983)
 KE0740
 KE0740                         *CURRENT SURVEY CONTROL
 KE0740  ___________________________________________________________________
 KE0740* NAD 83(1986)-  39 03 22.     (N)    095 31 18.     (W)     SCALED    
 KE0740* NAVD 88     -       262.684  (meters)     861.82   (feet)  ADJUSTED  
 KE0740  ___________________________________________________________________
 KE0740  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 KE0740  DYNAMIC HT  -         262.513 (meters)     861.26  (feet)  COMP
 KE0740  MODELED GRAV-     979,972.0   (mgal)                       NAVD 88
 KE0740
 KE0740  VERT ORDER  -  FIRST     CLASS II
 KE0740
 KE0740.The horizontal coordinates were scaled from a topographic map and have
 KE0740.an estimated accuracy of +/- 6 seconds.
 KE0740
 KE0740.The orthometric height was determined by differential leveling
 KE0740.and adjusted by the National Geodetic Survey in June 1991..
 KE0740
 KE0740.The geoid height was determined by GEOID03.
 KE0740
 KE0740.The dynamic height is computed by dividing the NAVD 88
 KE0740.geopotential number by the normal gravity value computed on the
 KE0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0740.degrees latitude (g = 980.6199 gals.).
 KE0740
 KE0740.The modeled gravity was interpolated from observed gravity values.
 KE0740
 KE0740;                    North         East    Units  Estimated Accuracy
 KE0740;SPC KS N     -    83,170.      614,490.      MT  (+/- 180 meters Scaled)
 KE0740
 KE0740                          SUPERSEDED SURVEY CONTROL
 KE0740
 KE0740  NGVD 29 (??/??/92)  262.594  (m)          861.53   (f) ADJ UNCH    1 2
 KE0740
 KE0740.Superseded values are not recommended for survey control.
 KE0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0740.See file dsdata.txt to determine how the superseded data were derived.
 KE0740
 KE0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD818260(NAD 83)
 KE0740_MARKER: Q = CHISELED SQUARE
 KE0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0740_SP_SET: SIGNAL BASE
 KE0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0740
 KE0740  HISTORY     - Date     Condition        Report By
 KE0740  HISTORY     - UNK      MONUMENTED       CGS
 KE0740  HISTORY     - 1940     GOOD             NGS
 KE0740  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0740
 KE0740                          STATION DESCRIPTION
 KE0740
 KE0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0740'7.3 MI W FROM LE COMPTON.
 KE0740'7.3 MILES WEST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0740'STATION IN LECOMPTON BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KE0740'ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT BLOCK SIGNAL NO. 441, ON
 KE0740'TOP OF THE SOUTH EDGE OF THE CONCRETE BASE OF THE SIGNAL.  A
 KE0740'CHISELED SQUARE NO 4 X 4 INCH WOODEN POST SET-- SIGNAL SERVES AS
 KE0740'LANDMARK.  THIS DESCRIPTION SUPERSEDES ALL OTHERS.
 KE0740
 KE0740                          STATION RECOVERY (1986)
 KE0740
 KE0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0743 ***********************************************************************
 KE0743  DESIGNATION -  CHISELED SQ 18
 KE0743  PID         -  KE0743
 KE0743  STATE/COUNTY-  KS/SHAWNEE
 KE0743  USGS QUAD   -  GRANTVILLE (1983)
 KE0743
 KE0743                         *CURRENT SURVEY CONTROL
 KE0743  ___________________________________________________________________
 KE0743* NAD 83(1986)-  39 03 28.     (N)    095 31 56.     (W)     SCALED    
 KE0743* NAVD 88     -       264.197  (meters)     866.79   (feet)  ADJUSTED  
 KE0743  ___________________________________________________________________
 KE0743  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 KE0743  DYNAMIC HT  -         264.025 (meters)     866.22  (feet)  COMP
 KE0743  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 KE0743
 KE0743  VERT ORDER  -  FIRST     CLASS II
 KE0743
 KE0743.The horizontal coordinates were scaled from a topographic map and have
 KE0743.an estimated accuracy of +/- 6 seconds.
 KE0743
 KE0743.The orthometric height was determined by differential leveling
 KE0743.and adjusted by the National Geodetic Survey in June 1991..
 KE0743
 KE0743.The geoid height was determined by GEOID03.
 KE0743
 KE0743.The dynamic height is computed by dividing the NAVD 88
 KE0743.geopotential number by the normal gravity value computed on the
 KE0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0743.degrees latitude (g = 980.6199 gals.).
 KE0743
 KE0743.The modeled gravity was interpolated from observed gravity values.
 KE0743
 KE0743;                    North         East    Units  Estimated Accuracy
 KE0743;SPC KS N     -    83,330.      613,570.      MT  (+/- 180 meters Scaled)
 KE0743
 KE0743                          SUPERSEDED SURVEY CONTROL
 KE0743
 KE0743  NGVD 29 (??/??/92)  264.106  (m)          866.49   (f) ADJ UNCH    1 2
 KE0743
 KE0743.Superseded values are not recommended for survey control.
 KE0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0743.See file dsdata.txt to determine how the superseded data were derived.
 KE0743
 KE0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD808262(NAD 83)
 KE0743_MARKER: Q = CHISELED SQUARE
 KE0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0743_SP_SET: SIGNAL BASE
 KE0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0743
 KE0743  HISTORY     - Date     Condition        Report By
 KE0743  HISTORY     - UNK      MONUMENTED       CGS
 KE0743  HISTORY     - 1940     GOOD             NGS
 KE0743  HISTORY     - 1960     MARK NOT FOUND   NGS
 KE0743  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0743
 KE0743                          STATION DESCRIPTION
 KE0743
 KE0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0743'7.6 MI E FROM TOPEKA.
 KE0743'7.6 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0743'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KE0743'ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT SPENCER SIGING, AT
 KE0743'BLOCK SIGNAL NO. 451, ON TOP OF THE SOUTH EDGE OF CONCRETE BASE
 KE0743'OF SIGNAL.  A CHISELED SQUARE.  NO 4 X 4 INCH WOODEN POST
 KE0743'SET-- BLOCK SIGNAL SERVES AS LANDMARK.
 KE0743
 KE0743                          STATION RECOVERY (1960)
 KE0743
 KE0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0743'MARK NOT FOUND.
 KE0743
 KE0743                          STATION RECOVERY (1986)
 KE0743
 KE0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0682 ***********************************************************************
 KE0682  DESIGNATION -  CHISELED SQ 1=995
 KE0682  PID         -  KE0682
 KE0682  STATE/COUNTY-  KS/ATCHISON
 KE0682  USGS QUAD   -  NORTONVILLE (1979)
 KE0682
 KE0682                         *CURRENT SURVEY CONTROL
 KE0682  ___________________________________________________________________
 KE0682* NAD 83(1986)-  39 27 45.     (N)    095 15 14.     (W)     SCALED    
 KE0682* NAVD 88     -       303.720  (meters)     996.45   (feet)  ADJUSTED  
 KE0682  ___________________________________________________________________
 KE0682  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KE0682  DYNAMIC HT  -         303.531 (meters)     995.83  (feet)  COMP
 KE0682  MODELED GRAV-     979,996.8   (mgal)                       NAVD 88
 KE0682
 KE0682  VERT ORDER  -  SECOND    CLASS 0
 KE0682
 KE0682.The horizontal coordinates were scaled from a topographic map and have
 KE0682.an estimated accuracy of +/- 6 seconds.
 KE0682
 KE0682.The orthometric height was determined by differential leveling
 KE0682.and adjusted by the National Geodetic Survey in June 1991..
 KE0682
 KE0682.The geoid height was determined by GEOID03.
 KE0682
 KE0682.The dynamic height is computed by dividing the NAVD 88
 KE0682.geopotential number by the normal gravity value computed on the
 KE0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0682.degrees latitude (g = 980.6199 gals.).
 KE0682
 KE0682.The modeled gravity was interpolated from observed gravity values.
 KE0682
 KE0682;                    North         East    Units  Estimated Accuracy
 KE0682;SPC KS N     -   128,940.      636,280.      MT  (+/- 180 meters Scaled)
 KE0682
 KE0682                          SUPERSEDED SURVEY CONTROL
 KE0682
 KE0682  NGVD 29 (??/??/92)  303.614  (m)          996.11   (f) ADJ UNCH    2 0
 KE0682
 KE0682.Superseded values are not recommended for survey control.
 KE0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0682.See file dsdata.txt to determine how the superseded data were derived.
 KE0682
 KE0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD060705(NAD 83)
 KE0682_MARKER: Q = CHISELED SQUARE
 KE0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0682_SP_SET: CULVERT
 KE0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0682
 KE0682  HISTORY     - Date     Condition        Report By
 KE0682  HISTORY     - UNK      MONUMENTED       CGS
 KE0682  HISTORY     - 1950     GOOD             NGS
 KE0682
 KE0682                          STATION DESCRIPTION
 KE0682
 KE0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0682'0.4 MI SW FROM CUMMINGS.
 KE0682'0.4 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0682'RAILWAY FROM THE STATION AT CUMMINGS, ATCHISON COUNTY, AT A
 KE0682'ROAD CROSSING, 70 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 KE0682'10 FEET EAST OF THE CENTERLINE OF THE ROAD, AND ON THE TOP OF
 KE0682'THE EAST END OF A CONCRETE CULVERT PAINTED USBM.  A CHISELED
 KE0682'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0638 ***********************************************************************
 KE0638  DESIGNATION -  CHISELED SQ 2
 KE0638  PID         -  KE0638
 KE0638  STATE/COUNTY-  KS/LEAVENWORTH
 KE0638  USGS QUAD   -  JARBALO (1984)
 KE0638
 KE0638                         *CURRENT SURVEY CONTROL
 KE0638  ___________________________________________________________________
 KE0638* NAD 83(1986)-  39 07 44.     (N)    095 07 23.     (W)     SCALED    
 KE0638* NAVD 88     -       333.826  (meters)    1095.23   (feet)  ADJUSTED  
 KE0638  ___________________________________________________________________
 KE0638  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 KE0638  DYNAMIC HT  -         333.611 (meters)    1094.52  (feet)  COMP
 KE0638  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 KE0638
 KE0638  VERT ORDER  -  SECOND    CLASS 0
 KE0638
 KE0638.The horizontal coordinates were scaled from a topographic map and have
 KE0638.an estimated accuracy of +/- 6 seconds.
 KE0638
 KE0638.The orthometric height was determined by differential leveling
 KE0638.and adjusted by the National Geodetic Survey in June 1991..
 KE0638
 KE0638.The geoid height was determined by GEOID03.
 KE0638
 KE0638.The dynamic height is computed by dividing the NAVD 88
 KE0638.geopotential number by the normal gravity value computed on the
 KE0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0638.degrees latitude (g = 980.6199 gals.).
 KE0638
 KE0638.The modeled gravity was interpolated from observed gravity values.
 KE0638
 KE0638;                    North         East    Units  Estimated Accuracy
 KE0638;SPC KS N     -    92,270.      648,720.      MT  (+/- 180 meters Scaled)
 KE0638
 KE0638                          SUPERSEDED SURVEY CONTROL
 KE0638
 KE0638  NGVD 29 (??/??/92)  333.747  (m)         1094.97   (f) ADJ UNCH    2 0
 KE0638
 KE0638.Superseded values are not recommended for survey control.
 KE0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0638.See file dsdata.txt to determine how the superseded data were derived.
 KE0638
 KE0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD164332(NAD 83)
 KE0638_MARKER: Q = CHISELED SQUARE
 KE0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0638_SP_SET: CULVERT
 KE0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0638
 KE0638  HISTORY     - Date     Condition        Report By
 KE0638  HISTORY     - UNK      MONUMENTED       CGS
 KE0638  HISTORY     - 1950     GOOD             NGS
 KE0638  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 KE0638
 KE0638                          STATION DESCRIPTION
 KE0638
 KE0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0638'3.4 MI NW FROM TONGANOXIE.
 KE0638'3.4 MILES NORTHWEST ALONG STATE HIGHWAY 16 FROM THE UNION
 KE0638'PACIFIC RAILROAD STATION AT TONGANOXIE, LEAVENWORTH COUNTY,
 KE0638'AT THE JUNCTION OF STATE HIGHWAY 90, 38 FEET NORTHWEST OF
 KE0638'THE CENTERLINE OF STATE HIGHWAY 90, 30.5 FEET SOUTHWEST OF
 KE0638'THE CENTERLINE OF THE STATE HIGHWAY 16, IN THE TOP OF THE NORTHWEST
 KE0638'END OF A 24-INCH CONCRETE PIPE CULVERT, AND 2 FEET LOWER THAN
 KE0638'THE HIGHWAY.  A 1-1/2 INCH OUTLINED SQUARE.
 KE0638
 KE0638                          STATION RECOVERY (2005)
 KE0638
 KE0638'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0638'THE CONCRETE PIPE CULVERT APPEARS TO HAVE BEEN REPLACED/EXTENDED WITH
 KE0638'A METAL PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0748 ***********************************************************************
 KE0748  DESIGNATION -  CHISELED SQ 20
 KE0748  PID         -  KE0748
 KE0748  STATE/COUNTY-  KS/SHAWNEE
 KE0748  USGS QUAD   -  GRANTVILLE (1983)
 KE0748
 KE0748                         *CURRENT SURVEY CONTROL
 KE0748  ___________________________________________________________________
 KE0748* NAD 83(1986)-  39 03 26.     (N)    095 33 41.     (W)     SCALED    
 KE0748* NAVD 88     -       268.351  (meters)     880.41   (feet)  ADJUSTED  
 KE0748  ___________________________________________________________________
 KE0748  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KE0748  DYNAMIC HT  -         268.177 (meters)     879.84  (feet)  COMP
 KE0748  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 KE0748
 KE0748  VERT ORDER  -  FIRST     CLASS II
 KE0748
 KE0748.The horizontal coordinates were scaled from a topographic map and have
 KE0748.an estimated accuracy of +/- 6 seconds.
 KE0748
 KE0748.The orthometric height was determined by differential leveling
 KE0748.and adjusted by the National Geodetic Survey in June 1991..
 KE0748
 KE0748.The geoid height was determined by GEOID03.
 KE0748
 KE0748.The dynamic height is computed by dividing the NAVD 88
 KE0748.geopotential number by the normal gravity value computed on the
 KE0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0748.degrees latitude (g = 980.6199 gals.).
 KE0748
 KE0748.The modeled gravity was interpolated from observed gravity values.
 KE0748
 KE0748;                    North         East    Units  Estimated Accuracy
 KE0748;SPC KS N     -    83,200.      611,040.      MT  (+/- 180 meters Scaled)
 KE0748
 KE0748                          SUPERSEDED SURVEY CONTROL
 KE0748
 KE0748  NGVD 29 (??/??/92)  268.259  (m)          880.11   (f) ADJ UNCH    1 2
 KE0748
 KE0748.Superseded values are not recommended for survey control.
 KE0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0748.See file dsdata.txt to determine how the superseded data were derived.
 KE0748
 KE0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD783262(NAD 83)
 KE0748_MARKER: Q = CHISELED SQUARE
 KE0748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0748_SP_SET: SIGNAL BASE
 KE0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0748
 KE0748  HISTORY     - Date     Condition        Report By
 KE0748  HISTORY     - UNK      MONUMENTED       CGS
 KE0748  HISTORY     - 1940     GOOD             NGS
 KE0748  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0748
 KE0748                          STATION DESCRIPTION
 KE0748
 KE0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0748'6 MI E FROM TOPEKA.
 KE0748'6.0 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0748'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF
 KE0748'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT BLOCK SIGNAL NO.
 KE0748'462, ON TOP OF THE NORTH EDGE OF THE CONCRETE BASE OF THE SIGNAL.
 KE0748'A CHISELED SQUARE.  NO 4 X 4 INCH WOODEN POST SET-- BLOCK SIGNAL
 KE0748'SERVES AS LANDMARK.
 KE0748
 KE0748                          STATION RECOVERY (1986)
 KE0748
 KE0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0751 ***********************************************************************
 KE0751  DESIGNATION -  CHISELED SQ 21
 KE0751  PID         -  KE0751
 KE0751  STATE/COUNTY-  KS/SHAWNEE
 KE0751  USGS QUAD   -  GRANTVILLE (1983)
 KE0751
 KE0751                         *CURRENT SURVEY CONTROL
 KE0751  ___________________________________________________________________
 KE0751* NAD 83(1986)-  39 03 10.     (N)    095 34 34.     (W)     SCALED    
 KE0751* NAVD 88     -       267.301  (meters)     876.97   (feet)  ADJUSTED  
 KE0751  ___________________________________________________________________
 KE0751  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KE0751  DYNAMIC HT  -         267.127 (meters)     876.40  (feet)  COMP
 KE0751  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 KE0751
 KE0751  VERT ORDER  -  FIRST     CLASS II
 KE0751
 KE0751.The horizontal coordinates were scaled from a topographic map and have
 KE0751.an estimated accuracy of +/- 6 seconds.
 KE0751
 KE0751.The orthometric height was determined by differential leveling
 KE0751.and adjusted by the National Geodetic Survey in June 1991..
 KE0751
 KE0751.The geoid height was determined by GEOID03.
 KE0751
 KE0751.The dynamic height is computed by dividing the NAVD 88
 KE0751.geopotential number by the normal gravity value computed on the
 KE0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0751.degrees latitude (g = 980.6199 gals.).
 KE0751
 KE0751.The modeled gravity was interpolated from observed gravity values.
 KE0751
 KE0751;                    North         East    Units  Estimated Accuracy
 KE0751;SPC KS N     -    82,670.      609,780.      MT  (+/- 180 meters Scaled)
 KE0751
 KE0751                          SUPERSEDED SURVEY CONTROL
 KE0751
 KE0751  NGVD 29 (??/??/92)  267.207  (m)          876.66   (f) ADJ UNCH    1 2
 KE0751
 KE0751.Superseded values are not recommended for survey control.
 KE0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0751.See file dsdata.txt to determine how the superseded data were derived.
 KE0751
 KE0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD770257(NAD 83)
 KE0751_MARKER: Q = CHISELED SQUARE
 KE0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0751_SP_SET: CULVERT
 KE0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0751
 KE0751  HISTORY     - Date     Condition        Report By
 KE0751  HISTORY     - UNK      MONUMENTED       CGS
 KE0751  HISTORY     - 1940     GOOD             NGS
 KE0751  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0751
 KE0751                          STATION DESCRIPTION
 KE0751
 KE0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0751'5.1 MI E FROM TOPEKA.
 KE0751'5.1 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0751'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF
 KE0751'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT RAILROAD CULVERT
 KE0751'NO. 47 C, ON TOP OF THE SOUTH END OF THE TILE CULVERT.  A
 KE0751'CHISELED SQUARE.  NO 4 X 4 INCH WOODEN POST SET-- CULVERT SERVES
 KE0751'AS LANDMARK.
 KE0751
 KE0751                          STATION RECOVERY (1986)
 KE0751
 KE0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0751'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0758 ***********************************************************************
 KE0758  DESIGNATION -  CHISELED SQ 23
 KE0758  PID         -  KE0758
 KE0758  STATE/COUNTY-  KS/SHAWNEE
 KE0758  USGS QUAD   -  GRANTVILLE (1983)
 KE0758
 KE0758                         *CURRENT SURVEY CONTROL
 KE0758  ___________________________________________________________________
 KE0758* NAD 83(1986)-  39 03 18.     (N)    095 36 11.     (W)     SCALED    
 KE0758* NAVD 88     -       265.146  (meters)     869.90   (feet)  ADJUSTED  
 KE0758  ___________________________________________________________________
 KE0758  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 KE0758  DYNAMIC HT  -         264.973 (meters)     869.33  (feet)  COMP
 KE0758  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 KE0758
 KE0758  VERT ORDER  -  FIRST     CLASS II
 KE0758
 KE0758.The horizontal coordinates were scaled from a topographic map and have
 KE0758.an estimated accuracy of +/- 6 seconds.
 KE0758
 KE0758.The orthometric height was determined by differential leveling
 KE0758.and adjusted by the National Geodetic Survey in June 1991..
 KE0758
 KE0758.The geoid height was determined by GEOID03.
 KE0758
 KE0758.The dynamic height is computed by dividing the NAVD 88
 KE0758.geopotential number by the normal gravity value computed on the
 KE0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0758.degrees latitude (g = 980.6199 gals.).
 KE0758
 KE0758.The modeled gravity was interpolated from observed gravity values.
 KE0758
 KE0758;                    North         East    Units  Estimated Accuracy
 KE0758;SPC KS N     -    82,860.      607,450.      MT  (+/- 180 meters Scaled)
 KE0758
 KE0758                          SUPERSEDED SURVEY CONTROL
 KE0758
 KE0758  NGVD 29 (??/??/92)  265.050  (m)          869.58   (f) ADJ UNCH    1 2
 KE0758
 KE0758.Superseded values are not recommended for survey control.
 KE0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0758.See file dsdata.txt to determine how the superseded data were derived.
 KE0758
 KE0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD747261(NAD 83)
 KE0758_MARKER: Q = CHISELED SQUARE
 KE0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0758_SP_SET: ABUTMENT
 KE0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0758
 KE0758  HISTORY     - Date     Condition        Report By
 KE0758  HISTORY     - UNK      MONUMENTED       CGS
 KE0758  HISTORY     - 1940     GOOD             NGS
 KE0758  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0758
 KE0758                          STATION DESCRIPTION
 KE0758
 KE0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0758'3.5 MI E FROM TOPEKA.
 KE0758'3.5 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0758'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KE0758'ATCHISON TOPEKA AND SANTA FE RAILROAD, AT THE EAST END OF
 KE0758'RAILROAD BRIDGE NO. 49A, A SQUARE CUT ON TOP OF THE NORTHEAST
 KE0758'CORNER AT NORTH END OF EAST CONCRETE ABUTMENT.  NO 4 X 4 INCH
 KE0758'WOODEN POST SET-- BRIDGE SERVES AS LANDMARK.
 KE0758
 KE0758                          STATION RECOVERY (1986)
 KE0758
 KE0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0762 ***********************************************************************
 KE0762  DESIGNATION -  CHISELED SQ 24
 KE0762  PID         -  KE0762
 KE0762  STATE/COUNTY-  KS/SHAWNEE
 KE0762  USGS QUAD   -  TOPEKA (1983)
 KE0762
 KE0762                         *CURRENT SURVEY CONTROL
 KE0762  ___________________________________________________________________
 KE0762* NAD 83(1986)-  39 03 18.     (N)    095 37 43.     (W)     SCALED    
 KE0762* NAVD 88     -       268.826  (meters)     881.97   (feet)  ADJUSTED  
 KE0762  ___________________________________________________________________
 KE0762  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KE0762  DYNAMIC HT  -         268.651 (meters)     881.40  (feet)  COMP
 KE0762  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 KE0762
 KE0762  VERT ORDER  -  FIRST     CLASS II
 KE0762
 KE0762.The horizontal coordinates were scaled from a topographic map and have
 KE0762.an estimated accuracy of +/- 6 seconds.
 KE0762
 KE0762.The orthometric height was determined by differential leveling
 KE0762.and adjusted by the National Geodetic Survey in June 1991..
 KE0762
 KE0762.The geoid height was determined by GEOID03.
 KE0762
 KE0762.The dynamic height is computed by dividing the NAVD 88
 KE0762.geopotential number by the normal gravity value computed on the
 KE0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0762.degrees latitude (g = 980.6199 gals.).
 KE0762
 KE0762.The modeled gravity was interpolated from observed gravity values.
 KE0762
 KE0762;                    North         East    Units  Estimated Accuracy
 KE0762;SPC KS N     -    82,800.      605,240.      MT  (+/- 180 meters Scaled)
 KE0762
 KE0762                          SUPERSEDED SURVEY CONTROL
 KE0762
 KE0762  NGVD 29 (??/??/92)  268.738  (m)          881.68   (f) ADJ UNCH    1 2
 KE0762
 KE0762.Superseded values are not recommended for survey control.
 KE0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0762.See file dsdata.txt to determine how the superseded data were derived.
 KE0762
 KE0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD725261(NAD 83)
 KE0762_MARKER: Q = CHISELED SQUARE
 KE0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0762_SP_SET: SIGNAL BASE
 KE0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0762
 KE0762  HISTORY     - Date     Condition        Report By
 KE0762  HISTORY     - UNK      MONUMENTED       CGS
 KE0762  HISTORY     - 1940     GOOD             NGS
 KE0762  HISTORY     - 1963     GOOD             NGS
 KE0762  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0762
 KE0762                          STATION DESCRIPTION
 KE0762
 KE0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0762'2.1 MI E FROM TOPEKA.
 KE0762'2.1 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0762'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KE0762'ATCHISON TOPEKA AND SANTA FE RAILROAD, AT BLOCK SIGNAL NO.
 KE0762'50 2, A SQUARE CUT ON TOP OF THE NORTH EDGE OF THE CONCRETE
 KE0762'BASE.  NO. 4 X 4 INCH WOODEN POST SET-- BLOCK SIGNAL SERVES AS
 KE0762'LANDMARK.
 KE0762
 KE0762                          STATION RECOVERY (1963)
 KE0762
 KE0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KE0762'RECOVERED IN GOOD CONDITION.
 KE0762
 KE0762                          STATION RECOVERY (1986)
 KE0762
 KE0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0768 ***********************************************************************
 KE0768  DESIGNATION -  CHISELED SQ 25
 KE0768  PID         -  KE0768
 KE0768  STATE/COUNTY-  KS/SHAWNEE
 KE0768  USGS QUAD   -  TOPEKA (1983)
 KE0768
 KE0768                         *CURRENT SURVEY CONTROL
 KE0768  ___________________________________________________________________
 KE0768* NAD 83(1986)-  39 03 12.     (N)    095 38 45.     (W)     SCALED    
 KE0768* NAVD 88     -       270.154  (meters)     886.33   (feet)  ADJUSTED  
 KE0768  ___________________________________________________________________
 KE0768  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KE0768  DYNAMIC HT  -         269.978 (meters)     885.75  (feet)  COMP
 KE0768  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 KE0768
 KE0768  VERT ORDER  -  FIRST     CLASS II
 KE0768
 KE0768.The horizontal coordinates were scaled from a topographic map and have
 KE0768.an estimated accuracy of +/- 6 seconds.
 KE0768
 KE0768.The orthometric height was determined by differential leveling
 KE0768.and adjusted by the National Geodetic Survey in June 1991..
 KE0768
 KE0768.The geoid height was determined by GEOID03.
 KE0768
 KE0768.The dynamic height is computed by dividing the NAVD 88
 KE0768.geopotential number by the normal gravity value computed on the
 KE0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0768.degrees latitude (g = 980.6199 gals.).
 KE0768
 KE0768.The modeled gravity was interpolated from observed gravity values.
 KE0768
 KE0768;                    North         East    Units  Estimated Accuracy
 KE0768;SPC KS N     -    82,580.      603,750.      MT  (+/- 180 meters Scaled)
 KE0768
 KE0768                          SUPERSEDED SURVEY CONTROL
 KE0768
 KE0768  NGVD 29 (??/??/92)  270.065  (m)          886.04   (f) ADJ UNCH    1 2
 KE0768
 KE0768.Superseded values are not recommended for survey control.
 KE0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0768.See file dsdata.txt to determine how the superseded data were derived.
 KE0768
 KE0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD710260(NAD 83)
 KE0768_MARKER: Q = CHISELED SQUARE
 KE0768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0768_SP_SET: SIGNAL BASE
 KE0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0768
 KE0768  HISTORY     - Date     Condition        Report By
 KE0768  HISTORY     - UNK      MONUMENTED       CGS
 KE0768  HISTORY     - 1940     GOOD             NGS
 KE0768  HISTORY     - 1966     MARK NOT FOUND   NGS
 KE0768  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0768
 KE0768                          STATION DESCRIPTION
 KE0768
 KE0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0768'1.2 MI E FROM TOPEKA.
 KE0768'1.2 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0768'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KE0768'ATCHIS, TOPEKA AND SANTA FE RAILROAD, AT BLOCK SIGNAL NO. 51
 KE0768'1, ON TOP OF THE SOUTH EDGE OF THE CONCRETE BASE OF THE SIGNAL.
 KE0768'A CHISELED SQUARE.  NO 4 X 4 INCH WOODEN POST SET-- BLOCK SIGNAL
 KE0768'SERVES AS LANDMARK.  THIS DESCRIPTION SUPERSEDES ALL OTHERS.
 KE0768
 KE0768                          STATION RECOVERY (1966)
 KE0768
 KE0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KE0768'MARK NOT FOUND.
 KE0768
 KE0768                          STATION RECOVERY (1986)
 KE0768
 KE0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0590 ***********************************************************************
 KE0590  DESIGNATION -  CHISELED SQ 5
 KE0590  PID         -  KE0590
 KE0590  STATE/COUNTY-  KS/DOUGLAS
 KE0590  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0590
 KE0590                         *CURRENT SURVEY CONTROL
 KE0590  ___________________________________________________________________
 KE0590* NAD 83(1986)-  39 00 30.     (N)    095 16 02.     (W)     SCALED    
 KE0590* NAVD 88     -       252.010  (meters)     826.80   (feet)  ADJUSTED  
 KE0590  ___________________________________________________________________
 KE0590  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KE0590  DYNAMIC HT  -         251.846 (meters)     826.26  (feet)  COMP
 KE0590  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 KE0590
 KE0590  VERT ORDER  -  FIRST     CLASS II
 KE0590
 KE0590.The horizontal coordinates were scaled from a topographic map and have
 KE0590.an estimated accuracy of +/- 6 seconds.
 KE0590
 KE0590.The orthometric height was determined by differential leveling
 KE0590.and adjusted by the National Geodetic Survey in June 1991..
 KE0590
 KE0590.The geoid height was determined by GEOID03.
 KE0590
 KE0590.The dynamic height is computed by dividing the NAVD 88
 KE0590.geopotential number by the normal gravity value computed on the
 KE0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0590.degrees latitude (g = 980.6199 gals.).
 KE0590
 KE0590.The modeled gravity was interpolated from observed gravity values.
 KE0590
 KE0590;                    North         East    Units  Estimated Accuracy
 KE0590;SPC KS N     -    78,500.      636,660.      MT  (+/- 180 meters Scaled)
 KE0590
 KE0590                          SUPERSEDED SURVEY CONTROL
 KE0590
 KE0590  NGVD 29 (??/??/92)  251.927  (m)          826.53   (f) ADJ UNCH    1 2
 KE0590
 KE0590.Superseded values are not recommended for survey control.
 KE0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0590.See file dsdata.txt to determine how the superseded data were derived.
 KE0590
 KE0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD036201(NAD 83)
 KE0590_MARKER: Q = CHISELED SQUARE
 KE0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0590_SP_SET: CONCRETE BASE
 KE0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0590
 KE0590  HISTORY     - Date     Condition        Report By
 KE0590  HISTORY     - UNK      MONUMENTED       CGS
 KE0590  HISTORY     - 1951     GOOD             NGS
 KE0590  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0590
 KE0590                          STATION DESCRIPTION
 KE0590
 KE0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0590'3.5 MI W FROM LAWRENCE.
 KE0590'3.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0590'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, AT SEMAPHORE 301,
 KE0590'AND ON TOP OF THE CONCRETE BASE.  A CHISELED SQUARE.
 KE0590
 KE0590                          STATION RECOVERY (1986)
 KE0590
 KE0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0593 ***********************************************************************
 KE0593  DESIGNATION -  CHISELED SQ 6
 KE0593  PID         -  KE0593
 KE0593  STATE/COUNTY-  KS/DOUGLAS
 KE0593  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0593
 KE0593                         *CURRENT SURVEY CONTROL
 KE0593  ___________________________________________________________________
 KE0593* NAD 83(1986)-  39 00 43.     (N)    095 16 34.     (W)     SCALED    
 KE0593* NAVD 88     -       252.945  (meters)     829.87   (feet)  ADJUSTED  
 KE0593  ___________________________________________________________________
 KE0593  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KE0593  DYNAMIC HT  -         252.781 (meters)     829.33  (feet)  COMP
 KE0593  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 KE0593
 KE0593  VERT ORDER  -  FIRST     CLASS II
 KE0593
 KE0593.The horizontal coordinates were scaled from a topographic map and have
 KE0593.an estimated accuracy of +/- 6 seconds.
 KE0593
 KE0593.The orthometric height was determined by differential leveling
 KE0593.and adjusted by the National Geodetic Survey in June 1991..
 KE0593
 KE0593.The geoid height was determined by GEOID03.
 KE0593
 KE0593.The dynamic height is computed by dividing the NAVD 88
 KE0593.geopotential number by the normal gravity value computed on the
 KE0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0593.degrees latitude (g = 980.6199 gals.).
 KE0593
 KE0593.The modeled gravity was interpolated from observed gravity values.
 KE0593
 KE0593;                    North         East    Units  Estimated Accuracy
 KE0593;SPC KS N     -    78,880.      635,880.      MT  (+/- 180 meters Scaled)
 KE0593
 KE0593                          SUPERSEDED SURVEY CONTROL
 KE0593
 KE0593  NGVD 29 (??/??/92)  252.863  (m)          829.60   (f) ADJ UNCH    1 2
 KE0593
 KE0593.Superseded values are not recommended for survey control.
 KE0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0593.See file dsdata.txt to determine how the superseded data were derived.
 KE0593
 KE0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD029205(NAD 83)
 KE0593_MARKER: Q = CHISELED SQUARE
 KE0593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0593_SP_SET: BRIDGE
 KE0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0593
 KE0593  HISTORY     - Date     Condition        Report By
 KE0593  HISTORY     - UNK      MONUMENTED       CGS
 KE0593  HISTORY     - 1951     GOOD             NGS
 KE0593  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0593
 KE0593                          STATION DESCRIPTION
 KE0593
 KE0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0593'4.1 MI W FROM LAWRENCE.
 KE0593'4.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0593'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, AT BRIDGE 30 A,
 KE0593'AND ON THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 KE0593'ABUTMENT.  A CHISELED SQUARE.
 KE0593
 KE0593                          STATION RECOVERY (1986)
 KE0593
 KE0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0596 ***********************************************************************
 KE0596  DESIGNATION -  CHISELED SQ 7
 KE0596  PID         -  KE0596
 KE0596  STATE/COUNTY-  KS/DOUGLAS
 KE0596  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0596
 KE0596                         *CURRENT SURVEY CONTROL
 KE0596  ___________________________________________________________________
 KE0596* NAD 83(1986)-  39 01 01.     (N)    095 17 30.     (W)     SCALED    
 KE0596* NAVD 88     -       253.423  (meters)     831.44   (feet)  ADJUSTED  
 KE0596  ___________________________________________________________________
 KE0596  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KE0596  DYNAMIC HT  -         253.258 (meters)     830.90  (feet)  COMP
 KE0596  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 KE0596
 KE0596  VERT ORDER  -  FIRST     CLASS II
 KE0596
 KE0596.The horizontal coordinates were scaled from a topographic map and have
 KE0596.an estimated accuracy of +/- 6 seconds.
 KE0596
 KE0596.The orthometric height was determined by differential leveling
 KE0596.and adjusted by the National Geodetic Survey in June 1991..
 KE0596
 KE0596.The geoid height was determined by GEOID03.
 KE0596
 KE0596.The dynamic height is computed by dividing the NAVD 88
 KE0596.geopotential number by the normal gravity value computed on the
 KE0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0596.degrees latitude (g = 980.6199 gals.).
 KE0596
 KE0596.The modeled gravity was interpolated from observed gravity values.
 KE0596
 KE0596;                    North         East    Units  Estimated Accuracy
 KE0596;SPC KS N     -    79,400.      634,510.      MT  (+/- 180 meters Scaled)
 KE0596
 KE0596                          SUPERSEDED SURVEY CONTROL
 KE0596
 KE0596  NGVD 29 (??/??/92)  253.341  (m)          831.17   (f) ADJ UNCH    1 2
 KE0596
 KE0596.Superseded values are not recommended for survey control.
 KE0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0596.See file dsdata.txt to determine how the superseded data were derived.
 KE0596
 KE0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD015211(NAD 83)
 KE0596_MARKER: Q = CHISELED SQUARE
 KE0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0596_SP_SET: CONCRETE BASE
 KE0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0596
 KE0596  HISTORY     - Date     Condition        Report By
 KE0596  HISTORY     - UNK      MONUMENTED       CGS
 KE0596  HISTORY     - 1951     GOOD             NGS
 KE0596  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0596
 KE0596                          STATION DESCRIPTION
 KE0596
 KE0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0596'5 MI W FROM LAWRENCE.
 KE0596'5.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0596'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, NEAR THE EAST
 KE0596'END OF LAKEVIEW SIDING, AT SEMAPHORE 312, AND ON THE TOP OF
 KE0596'THE NORTH EDGE OF THE CONCRETE BASE.  A CHISELED SQUARE.
 KE0596
 KE0596                          STATION RECOVERY (1986)
 KE0596
 KE0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0602 ***********************************************************************
 KE0602  DESIGNATION -  CHISELED SQ 9
 KE0602  PID         -  KE0602
 KE0602  STATE/COUNTY-  KS/DOUGLAS
 KE0602  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0602
 KE0602                         *CURRENT SURVEY CONTROL
 KE0602  ___________________________________________________________________
 KE0602* NAD 83(1986)-  39 01 49.     (N)    095 20 16.     (W)     SCALED    
 KE0602* NAVD 88     -       256.556  (meters)     841.72   (feet)  ADJUSTED  
 KE0602  ___________________________________________________________________
 KE0602  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KE0602  DYNAMIC HT  -         256.390 (meters)     841.17  (feet)  COMP
 KE0602  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 KE0602
 KE0602  VERT ORDER  -  FIRST     CLASS II
 KE0602
 KE0602.The horizontal coordinates were scaled from a topographic map and have
 KE0602.an estimated accuracy of +/- 6 seconds.
 KE0602
 KE0602.The orthometric height was determined by differential leveling
 KE0602.and adjusted by the National Geodetic Survey in June 1991..
 KE0602
 KE0602.The geoid height was determined by GEOID03.
 KE0602
 KE0602.The dynamic height is computed by dividing the NAVD 88
 KE0602.geopotential number by the normal gravity value computed on the
 KE0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0602.degrees latitude (g = 980.6199 gals.).
 KE0602
 KE0602.The modeled gravity was interpolated from observed gravity values.
 KE0602
 KE0602;                    North         East    Units  Estimated Accuracy
 KE0602;SPC KS N     -    80,760.      630,480.      MT  (+/- 180 meters Scaled)
 KE0602
 KE0602                          SUPERSEDED SURVEY CONTROL
 KE0602
 KE0602  NGVD 29 (??/??/92)  256.476  (m)          841.46   (f) ADJ UNCH    1 2
 KE0602
 KE0602.Superseded values are not recommended for survey control.
 KE0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0602.See file dsdata.txt to determine how the superseded data were derived.
 KE0602
 KE0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD976227(NAD 83)
 KE0602_MARKER: Q = CHISELED SQUARE
 KE0602_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0602_SP_SET: CAPSTONE
 KE0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0602
 KE0602  HISTORY     - Date     Condition        Report By
 KE0602  HISTORY     - UNK      MONUMENTED       CGS
 KE0602  HISTORY     - 1951     GOOD             NGS
 KE0602  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0602
 KE0602                          STATION DESCRIPTION
 KE0602
 KE0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0602'3.3 MI E FROM LECOMPTON.
 KE0602'3.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0602'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 6 POLES SOUTHWEST
 KE0602'OF MILEPOST 34, AT THE NORTHEAST CORNER OF STONE-ARCH BRIDGE
 KE0602'34 A, AND ON THE TOP OF THE NORTHEAST CORNER OF THE CAPSTONE.
 KE0602'A CHISELED SQUARE.
 KE0602
 KE0602                          STATION RECOVERY (1986)
 KE0602
 KE0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0678 ***********************************************************************
 KE0678  DESIGNATION -  CHISELED SQ A
 KE0678  PID         -  KE0678
 KE0678  STATE/COUNTY-  KS/JEFFERSON
 KE0678  USGS QUAD   -  VALLEY FALLS (1979)
 KE0678
 KE0678                         *CURRENT SURVEY CONTROL
 KE0678  ___________________________________________________________________
 KE0678* NAD 83(1986)-  39 20 24.     (N)    095 26 55.     (W)     SCALED    
 KE0678* NAVD 88     -       278.323  (meters)     913.13   (feet)  ADJUSTED  
 KE0678  ___________________________________________________________________
 KE0678  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 KE0678  DYNAMIC HT  -         278.147 (meters)     912.55  (feet)  COMP
 KE0678  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 KE0678
 KE0678  VERT ORDER  -  SECOND    CLASS 0
 KE0678
 KE0678.The horizontal coordinates were scaled from a topographic map and have
 KE0678.an estimated accuracy of +/- 6 seconds.
 KE0678
 KE0678.The orthometric height was determined by differential leveling
 KE0678.and adjusted by the National Geodetic Survey in June 1991..
 KE0678
 KE0678.The geoid height was determined by GEOID03.
 KE0678
 KE0678.The dynamic height is computed by dividing the NAVD 88
 KE0678.geopotential number by the normal gravity value computed on the
 KE0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0678.degrees latitude (g = 980.6199 gals.).
 KE0678
 KE0678.The modeled gravity was interpolated from observed gravity values.
 KE0678
 KE0678;                    North         East    Units  Estimated Accuracy
 KE0678;SPC KS N     -   114,850.      619,920.      MT  (+/- 180 meters Scaled)
 KE0678
 KE0678                          SUPERSEDED SURVEY CONTROL
 KE0678
 KE0678  NGVD 29 (??/??/92)  278.222  (m)          912.80   (f) ADJ UNCH    2 0
 KE0678
 KE0678.Superseded values are not recommended for survey control.
 KE0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0678.See file dsdata.txt to determine how the superseded data were derived.
 KE0678
 KE0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD889573(NAD 83)
 KE0678_MARKER: Q = CHISELED SQUARE
 KE0678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0678_SP_SET: BRIDGE
 KE0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0678
 KE0678  HISTORY     - Date     Condition        Report By
 KE0678  HISTORY     - UNK      MONUMENTED       KSHC
 KE0678  HISTORY     - 1950     GOOD             NGS
 KE0678
 KE0678                          STATION DESCRIPTION
 KE0678
 KE0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0678'0.4 MI E FROM VALLEY FALLS.
 KE0678'0.4 MILE EAST ALONG STATE HIGHWAYS 4 AND 16 FROM THE CROSSING
 KE0678'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY AT VALLEY FALLS,
 KE0678'JEFFERSON COUNTY, AT THE MC COY BRIDGE OVER DELAWARE RIVER,
 KE0678'IN THE TOP OF THE WEST CORNER OF THE SOUTHWEST CONCRETE WING
 KE0678'WALL, 14 YARDS WEST OF THE WEST END OF THE STEEL STRUCTURE,
 KE0678'13.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 KE0678'HIGHER THAN THE HIGHWAY.  THE HIGHEST POINT IN A 2-INCH CHISELED
 KE0678'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1042 ***********************************************************************
 JE1042  DESIGNATION -  CHISELED SQUARE
 JE1042  PID         -  JE1042
 JE1042  STATE/COUNTY-  KS/ANDERSON
 JE1042  USGS QUAD   -  BUSH CITY (1983)
 JE1042
 JE1042                         *CURRENT SURVEY CONTROL
 JE1042  ___________________________________________________________________
 JE1042* NAD 83(1986)-  38 10 06.     (N)    095 08 18.     (W)     SCALED    
 JE1042* NAVD 88     -       309.301  (meters)    1014.76   (feet)  ADJUSTED  
 JE1042  ___________________________________________________________________
 JE1042  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JE1042  DYNAMIC HT  -         309.071 (meters)    1014.01  (feet)  COMP
 JE1042  MODELED GRAV-     979,875.0   (mgal)                       NAVD 88
 JE1042
 JE1042  VERT ORDER  -  SECOND    CLASS 0
 JE1042
 JE1042.The horizontal coordinates were scaled from a topographic map and have
 JE1042.an estimated accuracy of +/- 6 seconds.
 JE1042
 JE1042.The orthometric height was determined by differential leveling
 JE1042.and adjusted by the National Geodetic Survey in June 1991..
 JE1042
 JE1042.The geoid height was determined by GEOID03.
 JE1042
 JE1042.The dynamic height is computed by dividing the NAVD 88
 JE1042.geopotential number by the normal gravity value computed on the
 JE1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1042.degrees latitude (g = 980.6199 gals.).
 JE1042
 JE1042.The modeled gravity was interpolated from observed gravity values.
 JE1042
 JE1042;                    North         East    Units  Estimated Accuracy
 JE1042;SPC KS S     -   571,970.      694,510.      MT  (+/- 180 meters Scaled)
 JE1042
 JE1042                          SUPERSEDED SURVEY CONTROL
 JE1042
 JE1042  NGVD 29 (??/??/92)  309.140  (m)         1014.24   (f) ADJ UNCH    2 0
 JE1042
 JE1042.Superseded values are not recommended for survey control.
 JE1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1042.See file dsdata.txt to determine how the superseded data were derived.
 JE1042
 JE1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC126266(NAD 83)
 JE1042_MARKER: Q = CHISELED SQUARE
 JE1042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1042_SP_SET: ABUTMENT
 JE1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1042
 JE1042  HISTORY     - Date     Condition        Report By
 JE1042  HISTORY     - 1934     MONUMENTED       CGS
 JE1042  HISTORY     - 1950     GOOD             NGS
 JE1042
 JE1042                          STATION DESCRIPTION
 JE1042
 JE1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1042'3.6 MI SE FROM BUSH CITY.
 JE1042'0.2 MILE WEST ALONG A ROAD FROM THE POST OFFICE AT BUSH CITY,
 JE1042'ANDERSON COUNTY, THENCE 2.8 MILES SOUTH, AND THENCE 0.6 MILE
 JE1042'EAST, ON THE ABANDONED RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JE1042'RAILROAD, 30 YARDS NORTH OF THE CENTER LINE OF AN EAST-AND-WEST
 JE1042'ROAD, AT AN ABANDONED RAILROAD BRIDGE, ON THE TOP OF THE NORTHEAST
 JE1042'CORNER OF THE SOUTH CONCRETE ABUTMENT, 12 FEET EAST OF THE CENTER
 JE1042'LINE OF THE OLD ROADBED, AND ABOUT 9 INCHES HIGHER THAN THE
 JE1042'ROADBED.  A CHISELED SQUARE.
 JE1042
 JE1042                          STATION RECOVERY (1950)
 JE1042
 JE1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0170 ***********************************************************************
 KE0170  DESIGNATION -  CHISELED SQUARE
 KE0170  PID         -  KE0170
 KE0170  STATE/COUNTY-  KS/LEAVENWORTH
 KE0170  USGS QUAD   -  LEAVENWORTH (1984)
 KE0170
 KE0170                         *CURRENT SURVEY CONTROL
 KE0170  ___________________________________________________________________
 KE0170* NAD 83(1986)-  39 22 05.     (N)    094 55 00.     (W)     SCALED    
 KE0170* NAVD 88     -       235.131  (meters)     771.43   (feet)  ADJUSTED  
 KE0170  ___________________________________________________________________
 KE0170  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KE0170  DYNAMIC HT  -         234.984 (meters)     770.94  (feet)  COMP
 KE0170  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 KE0170
 KE0170  VERT ORDER  -  FIRST     CLASS II
 KE0170
 KE0170.This mark is at Sherman Aaf Airport (FLV)
 KE0170
 KE0170.The horizontal coordinates were scaled from a topographic map and have
 KE0170.an estimated accuracy of +/- 6 seconds.
 KE0170
 KE0170.The orthometric height was determined by differential leveling
 KE0170.and adjusted by the National Geodetic Survey in June 1991..
 KE0170
 KE0170.The geoid height was determined by GEOID03.
 KE0170
 KE0170.The dynamic height is computed by dividing the NAVD 88
 KE0170.geopotential number by the normal gravity value computed on the
 KE0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0170.degrees latitude (g = 980.6199 gals.).
 KE0170
 KE0170.The modeled gravity was interpolated from observed gravity values.
 KE0170
 KE0170;                    North         East    Units  Estimated Accuracy
 KE0170;SPC KS N     -   119,390.      665,650.      MT  (+/- 180 meters Scaled)
 KE0170
 KE0170                          SUPERSEDED SURVEY CONTROL
 KE0170
 KE0170  NGVD 29 (??/??/92)  235.041  (m)          771.13   (f) ADJ UNCH    1 2
 KE0170
 KE0170.Superseded values are not recommended for survey control.
 KE0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0170.See file dsdata.txt to determine how the superseded data were derived.
 KE0170
 KE0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD348593(NAD 83)
 KE0170_MARKER: Q = CHISELED SQUARE
 KE0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0170_SP_SET: CONCRETE SLAB
 KE0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0170
 KE0170  HISTORY     - Date     Condition        Report By
 KE0170  HISTORY     - UNK      MONUMENTED       DOD
 KE0170  HISTORY     - 1948     GOOD             NGS
 KE0170  HISTORY     - 1951     GOOD             NGS
 KE0170
 KE0170                          STATION DESCRIPTION
 KE0170
 KE0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0170'AT FORT LEAVENWORTH.
 KE0170'AT FORT LEAVENWORTH, AT SHERMAN ARMY AIRFIELD, A 2-INCH SQUARE
 KE0170'IN FRONT OF OPERATIONS OFFICE AT THE AIRFIELD, 1.5 FEET EAST
 KE0170'OF FACE OF BUILDING, IN CONCRETE SLAB, 6.0 FOOT NORTH OF OFFICE
 KE0170'DOOR INTO OPERATIONS OFFICE.
 KE0170
 KE0170                          STATION RECOVERY (1951)
 KE0170
 KE0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0270 ***********************************************************************
 JF0270  DESIGNATION -  CHISELED SQUARE
 JF0270  PID         -  JF0270
 JF0270  STATE/COUNTY-  KS/CHASE
 JF0270  USGS QUAD   -  CEDAR POINT (1989)
 JF0270
 JF0270                         *CURRENT SURVEY CONTROL
 JF0270  ___________________________________________________________________
 JF0270* NAD 83(1986)-  38 17 10.     (N)    096 45 55.     (W)     SCALED    
 JF0270* NAVD 88     -       375.415  (meters)    1231.67   (feet)  ADJUSTED  
 JF0270  ___________________________________________________________________
 JF0270  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 JF0270  DYNAMIC HT  -         375.140 (meters)    1230.77  (feet)  COMP
 JF0270  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 JF0270
 JF0270  VERT ORDER  -  SECOND    CLASS 0
 JF0270
 JF0270.The horizontal coordinates were scaled from a topographic map and have
 JF0270.an estimated accuracy of +/- 6 seconds.
 JF0270
 JF0270.The orthometric height was determined by differential leveling
 JF0270.and adjusted by the National Geodetic Survey in June 1991..
 JF0270
 JF0270.The geoid height was determined by GEOID03.
 JF0270
 JF0270.The dynamic height is computed by dividing the NAVD 88
 JF0270.geopotential number by the normal gravity value computed on the
 JF0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0270.degrees latitude (g = 980.6199 gals.).
 JF0270
 JF0270.The modeled gravity was interpolated from observed gravity values.
 JF0270
 JF0270;                    North         East    Units  Estimated Accuracy
 JF0270;SPC KS S     -   581,150.      551,760.      MT  (+/- 180 meters Scaled)
 JF0270
 JF0270                          SUPERSEDED SURVEY CONTROL
 JF0270
 JF0270  NGVD 29 (??/??/92)  375.264  (m)         1231.18   (f) ADJ UNCH    2 0
 JF0270
 JF0270.Superseded values are not recommended for survey control.
 JF0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0270.See file dsdata.txt to determine how the superseded data were derived.
 JF0270
 JF0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH954399(NAD 83)
 JF0270_MARKER: Q = CHISELED SQUARE
 JF0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0270_SP_SET: ABUTMENT
 JF0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0270
 JF0270  HISTORY     - Date     Condition        Report By
 JF0270  HISTORY     - UNK      MONUMENTED       RBNF
 JF0270  HISTORY     - 1938     GOOD             NGS
 JF0270
 JF0270                          STATION DESCRIPTION
 JF0270
 JF0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JF0270'1 MI W FROM CLEMENTS.
 JF0270'1.0 MILES WEST OF.  SET IN NORTH END OF EAST BRIDGE-SEAT, ON
 JF0270'TOP OF LOWER STONE ABUTMENT.  NOTE-- THIS MARK HAS SAME
 JF0270'DESCRIPTION AS A.T.B.M. 147-A, EXCEPT THAT THIS MARK IS THREE
 JF0270'FEET LOWER THAN A.T.B.M. 147-A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1031 ***********************************************************************
 JE1031  DESIGNATION -  CHISELED SQUARE 1
 JE1031  PID         -  JE1031
 JE1031  STATE/COUNTY-  KS/DOUGLAS
 JE1031  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1031
 JE1031                         *CURRENT SURVEY CONTROL
 JE1031  ___________________________________________________________________
 JE1031* NAD 83(1986)-  38 58 41.     (N)    095 14 00.     (W)     SCALED    
 JE1031* NAVD 88     -       252.330  (meters)     827.85   (feet)  ADJUSTED  
 JE1031  ___________________________________________________________________
 JE1031  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JE1031  DYNAMIC HT  -         252.165 (meters)     827.31  (feet)  COMP
 JE1031  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 JE1031
 JE1031  VERT ORDER  -  SECOND    CLASS 0
 JE1031
 JE1031.The horizontal coordinates were scaled from a topographic map and have
 JE1031.an estimated accuracy of +/- 6 seconds.
 JE1031
 JE1031.The orthometric height was determined by differential leveling
 JE1031.and adjusted by the National Geodetic Survey in June 1991..
 JE1031
 JE1031.The geoid height was determined by GEOID03.
 JE1031
 JE1031.The dynamic height is computed by dividing the NAVD 88
 JE1031.geopotential number by the normal gravity value computed on the
 JE1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1031.degrees latitude (g = 980.6199 gals.).
 JE1031
 JE1031.The modeled gravity was interpolated from observed gravity values.
 JE1031
 JE1031;                    North         East    Units  Estimated Accuracy
 JE1031;SPC KS N     -    75,230.      639,700.      MT  (+/- 180 meters Scaled)
 JE1031
 JE1031                          SUPERSEDED SURVEY CONTROL
 JE1031
 JE1031  NGVD 29 (??/??/92)  252.250  (m)          827.59   (f) ADJ UNCH    2 0
 JE1031
 JE1031.Superseded values are not recommended for survey control.
 JE1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1031.See file dsdata.txt to determine how the superseded data were derived.
 JE1031
 JE1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD065167(NAD 83)
 JE1031_MARKER: Q = CHISELED SQUARE
 JE1031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1031_SP_SET: TOWER LEG BASE
 JE1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1031
 JE1031  HISTORY     - Date     Condition        Report By
 JE1031  HISTORY     - UNK      MONUMENTED       CGS
 JE1031  HISTORY     - 1950     GOOD             NGS
 JE1031
 JE1031                          STATION DESCRIPTION
 JE1031
 JE1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE1031'AT LAWRENCE.
 JE1031'AT LAWRENCE, DOUGLAS COUNTY, ON THE UNION PACIFIC RAILROAD,
 JE1031'230 FEET SOUTHEAST OF THE STATION, 50 FEET SOUTH OF THE CENTERLINE
 JE1031'OF THE SOUTH TRACK, AT A BLACK WATER TANK, AND ON THE NORTHWEST
 JE1031'CORNER OF THE CONCRETE BASE OF THE WEST LEG OF THE TWO NORTH
 JE1031'LEGS OF THE TANK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0479 ***********************************************************************
 JG0479  DESIGNATION -  CHISELED SQUARE 1
 JG0479  PID         -  JG0479
 JG0479  STATE/COUNTY-  KS/NESS
 JG0479  USGS QUAD   -  NESS CITY SW (1970)
 JG0479
 JG0479                         *CURRENT SURVEY CONTROL
 JG0479  ___________________________________________________________________
 JG0479* NAD 83(1986)-  38 20 22.     (N)    099 53 51.     (W)     SCALED    
 JG0479* NAVD 88     -       703.188  (meters)    2307.04   (feet)  ADJUSTED  
 JG0479  ___________________________________________________________________
 JG0479  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JG0479  DYNAMIC HT  -         702.619 (meters)    2305.18  (feet)  COMP
 JG0479  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 JG0479
 JG0479  VERT ORDER  -  SECOND    CLASS 0
 JG0479
 JG0479.The horizontal coordinates were scaled from a topographic map and have
 JG0479.an estimated accuracy of +/- 6 seconds.
 JG0479
 JG0479.The orthometric height was determined by differential leveling
 JG0479.and adjusted by the National Geodetic Survey in June 1991..
 JG0479
 JG0479.The geoid height was determined by GEOID03.
 JG0479
 JG0479.The dynamic height is computed by dividing the NAVD 88
 JG0479.geopotential number by the normal gravity value computed on the
 JG0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0479.degrees latitude (g = 980.6199 gals.).
 JG0479
 JG0479.The modeled gravity was interpolated from observed gravity values.
 JG0479
 JG0479;                    North         East    Units  Estimated Accuracy
 JG0479;SPC KS S     -   586,570.      277,830.      MT  (+/- 180 meters Scaled)
 JG0479
 JG0479                          SUPERSEDED SURVEY CONTROL
 JG0479
 JG0479  NGVD 29 (??/??/92)  702.920  (m)         2306.16   (f) ADJ UNCH    2 0
 JG0479
 JG0479.Superseded values are not recommended for survey control.
 JG0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0479.See file dsdata.txt to determine how the superseded data were derived.
 JG0479
 JG0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH215438(NAD 83)
 JG0479_MARKER: DB = BENCH MARK DISK
 JG0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0479_SP_SET: CULVERT
 JG0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0479
 JG0479  HISTORY     - Date     Condition        Report By
 JG0479  HISTORY     - UNK      MONUMENTED       RBNF
 JG0479  HISTORY     - 1938     GOOD             NGS
 JG0479
 JG0479                          STATION DESCRIPTION
 JG0479
 JG0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JG0479'7.9 MI S FROM NESS CITY.
 JG0479'7.9 MILES SOUTH BY HIGHWAY.  A CHISELED SQUARE IN CONCRETE.
 JG0479'ALONG HIGHWAY NO. U.S. 283.  IN SOUTH END OF EAST HEADWALL OF
 JG0479'A CONCRETE CULVERT.  30 FT. SOUTH OF A TURNOUT.  18 FT. EAST
 JG0479'OF CENTER-LINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1032 ***********************************************************************
 JE1032  DESIGNATION -  CHISELED SQUARE 2
 JE1032  PID         -  JE1032
 JE1032  STATE/COUNTY-  KS/DOUGLAS
 JE1032  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1032
 JE1032                         *CURRENT SURVEY CONTROL
 JE1032  ___________________________________________________________________
 JE1032* NAD 83(1986)-  38 58 52.     (N)    095 12 51.     (W)     SCALED    
 JE1032* NAVD 88     -       251.104  (meters)     823.83   (feet)  ADJUSTED  
 JE1032  ___________________________________________________________________
 JE1032  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JE1032  DYNAMIC HT  -         250.938 (meters)     823.29  (feet)  COMP
 JE1032  MODELED GRAV-     979,963.8   (mgal)                       NAVD 88
 JE1032
 JE1032  VERT ORDER  -  SECOND    CLASS 0
 JE1032
 JE1032.The horizontal coordinates were scaled from a topographic map and have
 JE1032.an estimated accuracy of +/- 6 seconds.
 JE1032
 JE1032.The orthometric height was determined by differential leveling
 JE1032.and adjusted by the National Geodetic Survey in June 1991..
 JE1032
 JE1032.The geoid height was determined by GEOID03.
 JE1032
 JE1032.The dynamic height is computed by dividing the NAVD 88
 JE1032.geopotential number by the normal gravity value computed on the
 JE1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1032.degrees latitude (g = 980.6199 gals.).
 JE1032
 JE1032.The modeled gravity was interpolated from observed gravity values.
 JE1032
 JE1032;                    North         East    Units  Estimated Accuracy
 JE1032;SPC KS N     -    75,620.      641,350.      MT  (+/- 180 meters Scaled)
 JE1032
 JE1032                          SUPERSEDED SURVEY CONTROL
 JE1032
 JE1032  NGVD 29 (??/??/92)  251.015  (m)          823.54   (f) ADJ UNCH    2 0
 JE1032
 JE1032.Superseded values are not recommended for survey control.
 JE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1032.See file dsdata.txt to determine how the superseded data were derived.
 JE1032
 JE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD082170(NAD 83)
 JE1032_MARKER: Q = CHISELED SQUARE
 JE1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1032_SP_SET: SIGNAL BASE
 JE1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1032
 JE1032  HISTORY     - Date     Condition        Report By
 JE1032  HISTORY     - UNK      MONUMENTED       CGS
 JE1032  HISTORY     - 1950     GOOD             NGS
 JE1032
 JE1032                          STATION DESCRIPTION
 JE1032
 JE1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE1032'1.1 MI NE FROM LAWRENCE.
 JE1032'1.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JE1032'STATION AT LAWRENCE, DOUGLAS COUNTY, ONE BLOCK SOUTH OF THE
 JE1032'STREET SIGN LYONS ST. AND 9TH ST., AT A ROAD CROSSING, 40 FEET
 JE1032'EAST OF THE CENTERLINE OF THE ROAD, 30 FEET NORTH OF THE
 JE1032'CENTERLINE OF THE MAIN TRACK, 15 FEET SOUTHWEST OF A POLE, AT
 JE1032'THE SITE OF A SIGNAL TOWER, ON THE TOP OF THE CONCRETE BASE,
 JE1032'AND 6 INCHES EAST OF THE SOUTHWEST CORNER.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0481 ***********************************************************************
 JG0481  DESIGNATION -  CHISELED SQUARE 2
 JG0481  PID         -  JG0481
 JG0481  STATE/COUNTY-  KS/NESS
 JG0481  USGS QUAD   -  NESS CITY SW (1970)
 JG0481
 JG0481                         *CURRENT SURVEY CONTROL
 JG0481  ___________________________________________________________________
 JG0481* NAD 83(1986)-  38 18 13.     (N)    099 53 49.     (W)     SCALED    
 JG0481* NAVD 88     -       694.969  (meters)    2280.08   (feet)  ADJUSTED  
 JG0481  ___________________________________________________________________
 JG0481  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0481  DYNAMIC HT  -         694.405 (meters)    2278.23  (feet)  COMP
 JG0481  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 JG0481
 JG0481  VERT ORDER  -  SECOND    CLASS 0
 JG0481
 JG0481.The horizontal coordinates were scaled from a topographic map and have
 JG0481.an estimated accuracy of +/- 6 seconds.
 JG0481
 JG0481.The orthometric height was determined by differential leveling
 JG0481.and adjusted by the National Geodetic Survey in June 1991..
 JG0481
 JG0481.The geoid height was determined by GEOID03.
 JG0481
 JG0481.The dynamic height is computed by dividing the NAVD 88
 JG0481.geopotential number by the normal gravity value computed on the
 JG0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0481.degrees latitude (g = 980.6199 gals.).
 JG0481
 JG0481.The modeled gravity was interpolated from observed gravity values.
 JG0481
 JG0481;                    North         East    Units  Estimated Accuracy
 JG0481;SPC KS S     -   582,590.      277,820.      MT  (+/- 180 meters Scaled)
 JG0481
 JG0481                          SUPERSEDED SURVEY CONTROL
 JG0481
 JG0481  NGVD 29 (??/??/92)  694.704  (m)         2279.21   (f) ADJ UNCH    2 0
 JG0481
 JG0481.Superseded values are not recommended for survey control.
 JG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0481.See file dsdata.txt to determine how the superseded data were derived.
 JG0481
 JG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH215398(NAD 83)
 JG0481_MARKER: Q = CHISELED SQUARE
 JG0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0481_SP_SET: CULVERT
 JG0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0481
 JG0481  HISTORY     - Date     Condition        Report By
 JG0481  HISTORY     - UNK      MONUMENTED       RBNF
 JG0481  HISTORY     - 1938     GOOD             NGS
 JG0481
 JG0481                          STATION DESCRIPTION
 JG0481
 JG0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JG0481'10.5 MI S FROM NESS CITY.
 JG0481'10.5 MILES SOUTH BY HIGHWAY.  A CHISELED SQUARE IN CONCRETE.
 JG0481'ALONG HIGHWAY NO. U.S. 283.  CUT IN TOP OF SOUTHEAST WINGWALL
 JG0481'OF EAST ABUTMENT OF A CONCRETE CULVERT.  345 FT. SOUTH OF AN
 JG0481'EAST AND WEST SECTION ROAD.  18 FT. EAST OF CENTER-LINE OF
 JG0481'HIGHWAY.  6 IN. BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1028 ***********************************************************************
 JE1028  DESIGNATION -  CHISELED SQUARE 3
 JE1028  PID         -  JE1028
 JE1028  STATE/COUNTY-  KS/DOUGLAS
 JE1028  USGS QUAD   -  LAWRENCE WEST (1991)
 JE1028
 JE1028                         *CURRENT SURVEY CONTROL
 JE1028  ___________________________________________________________________
 JE1028* NAD 83(1986)-  38 59 57.     (N)    095 15 04.     (W)     SCALED    
 JE1028* NAVD 88     -       254.110  (meters)     833.69   (feet)  ADJUSTED  
 JE1028  ___________________________________________________________________
 JE1028  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE1028  DYNAMIC HT  -         253.945 (meters)     833.15  (feet)  COMP
 JE1028  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 JE1028
 JE1028  VERT ORDER  -  FIRST     CLASS II
 JE1028
 JE1028.The horizontal coordinates were scaled from a topographic map and have
 JE1028.an estimated accuracy of +/- 6 seconds.
 JE1028
 JE1028.The orthometric height was determined by differential leveling
 JE1028.and adjusted by the National Geodetic Survey in June 1991..
 JE1028
 JE1028.The geoid height was determined by GEOID03.
 JE1028
 JE1028.The dynamic height is computed by dividing the NAVD 88
 JE1028.geopotential number by the normal gravity value computed on the
 JE1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1028.degrees latitude (g = 980.6199 gals.).
 JE1028
 JE1028.The modeled gravity was interpolated from observed gravity values.
 JE1028
 JE1028;                    North         East    Units  Estimated Accuracy
 JE1028;SPC KS N     -    77,530.      638,090.      MT  (+/- 180 meters Scaled)
 JE1028
 JE1028                          SUPERSEDED SURVEY CONTROL
 JE1028
 JE1028  NGVD 29 (??/??/92)  254.027  (m)          833.42   (f) ADJ UNCH    1 2
 JE1028
 JE1028.Superseded values are not recommended for survey control.
 JE1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1028.See file dsdata.txt to determine how the superseded data were derived.
 JE1028
 JE1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD050190(NAD 83)
 JE1028_MARKER: Q = CHISELED SQUARE
 JE1028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1028_SP_SET: CULVERT
 JE1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1028
 JE1028  HISTORY     - Date     Condition        Report By
 JE1028  HISTORY     - UNK      MONUMENTED       CGS
 JE1028  HISTORY     - 1951     GOOD             NGS
 JE1028  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE1028
 JE1028                          STATION DESCRIPTION
 JE1028
 JE1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1028'2.4 MI NW FROM LAWRENCE.
 JE1028'2.4 MILES NORTHWEST ALONG TH ATCHISON, TOPEKA AND SANTA FE
 JE1028'RAILWAY FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, 15 YARDS
 JE1028'SOUTHEAST OF THE FIFTH POLE SOUTHEAST OF MILEPOST 29, AT CULVERT
 JE1028'28 A, ON THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL,
 JE1028'AND 20 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A CHISELED
 JE1028'SQUARE.
 JE1028
 JE1028                          STATION RECOVERY (1986)
 JE1028
 JE1028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0487 ***********************************************************************
 JG0487  DESIGNATION -  CHISELED SQUARE 3
 JG0487  PID         -  JG0487
 JG0487  STATE/COUNTY-  KS/HODGEMAN
 JG0487  USGS QUAD   -  JETMORE NW (1970)
 JG0487
 JG0487                         *CURRENT SURVEY CONTROL
 JG0487  ___________________________________________________________________
 JG0487* NAD 83(1986)-  38 13 22.     (N)    099 53 57.     (W)     SCALED    
 JG0487* NAVD 88     -       709.477  (meters)    2327.68   (feet)  ADJUSTED  
 JG0487  ___________________________________________________________________
 JG0487  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0487  DYNAMIC HT  -         708.895 (meters)    2325.77  (feet)  COMP
 JG0487  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 JG0487
 JG0487  VERT ORDER  -  SECOND    CLASS 0
 JG0487
 JG0487.The horizontal coordinates were scaled from a topographic map and have
 JG0487.an estimated accuracy of +/- 6 seconds.
 JG0487
 JG0487.The orthometric height was determined by differential leveling
 JG0487.and adjusted by the National Geodetic Survey in June 1991..
 JG0487
 JG0487.The geoid height was determined by GEOID03.
 JG0487
 JG0487.The dynamic height is computed by dividing the NAVD 88
 JG0487.geopotential number by the normal gravity value computed on the
 JG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0487.degrees latitude (g = 980.6199 gals.).
 JG0487
 JG0487.The modeled gravity was interpolated from observed gravity values.
 JG0487
 JG0487;                    North         East    Units  Estimated Accuracy
 JG0487;SPC KS S     -   573,630.      277,490.      MT  (+/- 180 meters Scaled)
 JG0487
 JG0487                          SUPERSEDED SURVEY CONTROL
 JG0487
 JG0487  NGVD 29 (??/??/92)  709.210  (m)         2326.80   (f) ADJ UNCH    2 0
 JG0487
 JG0487.Superseded values are not recommended for survey control.
 JG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0487.See file dsdata.txt to determine how the superseded data were derived.
 JG0487
 JG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH212309(NAD 83)
 JG0487_MARKER: Q = CHISELED SQUARE
 JG0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0487_SP_SET: CULVERT
 JG0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0487
 JG0487  HISTORY     - Date     Condition        Report By
 JG0487  HISTORY     - UNK      MONUMENTED       RBNF
 JG0487  HISTORY     - 1938     GOOD             NGS
 JG0487
 JG0487                          STATION DESCRIPTION
 JG0487
 JG0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JG0487'9.6 MI N FROM JETMORE.
 JG0487'9.6 MILES NORTH BY HIGHWAY.  ALONG HIGHWAY U.S. 283.  A SQUARE
 JG0487'IN OUTLINE IN CONCRETE.  IN NORTH END OF EAST HEADWALL OF A
 JG0487'CONCRETE HIGHWAY CULVERT.  18 FT EAST OF CENTER-LINE OF HIGHWAY
 JG0487'U.S. 283.  ABOUT 1000 FT. NORTH OF A WHITE SCHOOL HOUSE, WHICH
 JG0487'IS ON THE WEST SIDE.  6 IN ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0490 ***********************************************************************
 JG0490  DESIGNATION -  CHISELED SQUARE 4
 JG0490  PID         -  JG0490
 JG0490  STATE/COUNTY-  KS/HODGEMAN
 JG0490  USGS QUAD   -  JETMORE NW (1970)
 JG0490
 JG0490                         *CURRENT SURVEY CONTROL
 JG0490  ___________________________________________________________________
 JG0490* NAD 83(1986)-  38 09 42.     (N)    099 53 56.     (W)     SCALED    
 JG0490* NAVD 88     -       729.650  (meters)    2393.86   (feet)  ADJUSTED  
 JG0490  ___________________________________________________________________
 JG0490  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0490  DYNAMIC HT  -         729.046 (meters)    2391.88  (feet)  COMP
 JG0490  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 JG0490
 JG0490  VERT ORDER  -  SECOND    CLASS 0
 JG0490
 JG0490.The horizontal coordinates were scaled from a topographic map and have
 JG0490.an estimated accuracy of +/- 6 seconds.
 JG0490
 JG0490.The orthometric height was determined by differential leveling
 JG0490.and adjusted by the National Geodetic Survey in June 1991..
 JG0490
 JG0490.The geoid height was determined by GEOID03.
 JG0490
 JG0490.The dynamic height is computed by dividing the NAVD 88
 JG0490.geopotential number by the normal gravity value computed on the
 JG0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0490.degrees latitude (g = 980.6199 gals.).
 JG0490
 JG0490.The modeled gravity was interpolated from observed gravity values.
 JG0490
 JG0490;                    North         East    Units  Estimated Accuracy
 JG0490;SPC KS S     -   566,840.      277,410.      MT  (+/- 180 meters Scaled)
 JG0490
 JG0490                          SUPERSEDED SURVEY CONTROL
 JG0490
 JG0490  NGVD 29 (??/??/92)  729.385  (m)         2392.99   (f) ADJ UNCH    2 0
 JG0490
 JG0490.Superseded values are not recommended for survey control.
 JG0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0490.See file dsdata.txt to determine how the superseded data were derived.
 JG0490
 JG0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH212241(NAD 83)
 JG0490_MARKER: Q = CHISELED SQUARE
 JG0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0490_SP_SET: CULVERT
 JG0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0490
 JG0490  HISTORY     - Date     Condition        Report By
 JG0490  HISTORY     - UNK      MONUMENTED       RBNF
 JG0490  HISTORY     - 1938     GOOD             NGS
 JG0490
 JG0490                          STATION DESCRIPTION
 JG0490
 JG0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JG0490'5.4 MI N FROM JETMORE.
 JG0490'5.4 MILES NORTH BY HIGHWAY.  ALONG HIGHWAY U.S. 283.  A SQUARE
 JG0490'IN OUTLINE IN CONCRETE.  IN SOUTH END OF EAST HEADWALL OF A
 JG0490'CONCRETE HIGHWAY CULVERT.  30 FT. EAST OF CENTER-LINE OF HIGHWAY
 JG0490'U.S. 283.  100 FT. OF AN EAST AND WEST SECTION ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0720 ***********************************************************************
 KH0720  DESIGNATION -  CHURCH SPIRE SE OF NORTHRUP
 KH0720  PID         -  KH0720
 KH0720  STATE/COUNTY-  KS/CHEYENNE
 KH0720  USGS QUAD   -  ST FRANCIS SW (1978)
 KH0720
 KH0720                         *CURRENT SURVEY CONTROL
 KH0720  ___________________________________________________________________
 KH0720* NAD 83(1997)-  39 48 51.94771(N)    101 53 56.41454(W)     ADJUSTED  
 KH0720* NAVD 88     -                                                        
 KH0720  ___________________________________________________________________
 KH0720  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 KH0720  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 KH0720
 KH0720  HORZ ORDER  -  THIRD
 KH0720
 KH0720.The horizontal coordinates were established by classical geodetic methods
 KH0720.and adjusted by the National Geodetic Survey in October 1998..
 KH0720
 KH0720
 KH0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0720
 KH0720.The geoid height was determined by GEOID03.
 KH0720
 KH0720;                    North         East     Units Scale Factor Converg.
 KH0720;SPC KS N     -   171,611.138    66,250.881   MT  1.00000519   -2 28 01.0
 KH0720;SPC CO N     -   364,476.219 1,222,646.387   MT  0.99998566   +2 19 36.2
 KH0720;SPC CO N     - 1,195,785.73  4,011,299.02   sFT  0.99998566   +2 19 36.2
 KH0720;UTM  14      - 4,411,182.627   251,854.054   MT  1.00035815   -1 51 25.9
 KH0720
 KH0720                          SUPERSEDED SURVEY CONTROL
 KH0720
 KH0720  NAD 83(1997)-  39 48 51.94776(N)    101 53 56.41419(W) AD(       ) 4
 KH0720  NAD 83(1997)-  39 48 51.94771(N)    101 53 56.41432(W) AD(       ) 4
 KH0720  NAD 83(1986)-  39 48 51.94683(N)    101 53 56.41330(W) AD(       ) 4
 KH0720  NAD 27      -  39 48 51.98000(N)    101 53 54.77000(W) AD(       ) 3
 KH0720
 KH0720.Superseded values are not recommended for survey control.
 KH0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0720.See file dsdata.txt to determine how the superseded data were derived.
 KH0720
 KH0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK5185411183(NAD 83)
 KH0720_MARKER: 90 = CHURCH SPIRE
 KH0720
 KH0720  HISTORY     - Date     Condition        Report By
 KH0720  HISTORY     - 1933     FIRST OBSERVED   CGS
 KH0720
 KH0720                          STATION DESCRIPTION
 KH0720
 KH0720'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0896 ***********************************************************************
 HH0896  DESIGNATION -  CIM
 HH0896  PID         -  HH0896
 HH0896  STATE/COUNTY-  KS/GRAY
 HH0896  USGS QUAD   -  CIMARRON (1968)
 HH0896
 HH0896                         *CURRENT SURVEY CONTROL
 HH0896  ___________________________________________________________________
 HH0896* NAD 83(1997)-  37 52 14.11588(N)    100 21 20.15077(W)     ADJUSTED  
 HH0896* NAVD 88     -       835.5    (meters)    2741.     (feet)  VERTCON   
 HH0896  ___________________________________________________________________
 HH0896  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 HH0896  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 HH0896
 HH0896  HORZ ORDER  -  SECOND
 HH0896  VERT ORDER  -  THIRD ? (See Below)
 HH0896
 HH0896.The horizontal coordinates were established by classical geodetic methods
 HH0896.and adjusted by the National Geodetic Survey in October 1998..
 HH0896
 HH0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0896.The vertical order pertains to the NGVD 29 superseded value.
 HH0896
 HH0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0896
 HH0896.The geoid height was determined by GEOID03.
 HH0896
 HH0896;                    North         East     Units Scale Factor Converg.
 HH0896;SPC KS S     -   535,241.323   236,753.503   MT  0.99993625   -1 08 25.1
 HH0896;UTM  14      - 4,192,322.566   380,770.552   MT  0.99977509   -0 49 56.2
 HH0896
 HH0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0896!SPC KS S     -   0.99987295  x   0.99993625  =   0.99980921
 HH0896!UTM  14      -   0.99987295  x   0.99977509  =   0.99964807
 HH0896
 HH0896|---------------------------------------------------------------------|
 HH0896| PID    Reference Object                     Distance      Geod. Az  |
 HH0896|                                                           dddmmss.s |
 HH0896| CK8334 CIM RM 1                             30.608 METERS 09147     |
 HH0896| HH0895 CIMARRON MUN STANDPIPE              APPROX. 5.9 KM 1733030.4 |
 HH0896| HH0894 CIMARRON CO OP GRAIN ELEVATOR       APPROX. 7.3 KM 1743449.1 |
 HH0896| CK8333 CIM AZ MK                                          1781311.4 |
 HH0896| CK8335 CIM RM 2                             26.096 METERS 17927     |
 HH0896| HH0900 INGALLS CO OP GRAIN ELEVATOR        APPROX. 9.8 KM 2411138.3 |
 HH0896|---------------------------------------------------------------------|
 HH0896
 HH0896                          SUPERSEDED SURVEY CONTROL
 HH0896
 HH0896  NAD 83(1997)-  37 52 14.12231(N)    100 21 20.14949(W) AD(       ) 2
 HH0896  NAD 83(1986)-  37 52 14.11960(N)    100 21 20.15025(W) AD(       ) 2
 HH0896  NAD 27      -  37 52 14.04503(N)    100 21 18.63117(W) AD(       ) 2
 HH0896  NGVD 29 (07/19/86)  835.1    (m)         2740.     (f) LEVELING    3  
 HH0896
 HH0896.Superseded values are not recommended for survey control.
 HH0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0896.See file dsdata.txt to determine how the superseded data were derived.
 HH0896
 HH0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG8077192323(NAD 83)
 HH0896_MARKER: DS = TRIANGULATION STATION DISK
 HH0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0896+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 HH0896
 HH0896  HISTORY     - Date     Condition        Report By
 HH0896  HISTORY     - 1961     MONUMENTED       CGS
 HH0896  HISTORY     - 1963     GOOD             CGS
 HH0896  HISTORY     - 20050425 GOOD             KSDT
 HH0896
 HH0896                          STATION DESCRIPTION
 HH0896
 HH0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0896'THE STATION IS ABOUT 11-1/2 MILES EAST OF CHARLESTON, 4-1/2 MILES
 HH0896'NORTH OF CIMARRON, IN THE NORTHEAST CORNER OF SECTION 23, T 25 S, R
 HH0896'28 W, AND ON STATE HIGHWAY 23 RIGHT-OF-WAY.
 HH0896'
 HH0896'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 50 AND STATE
 HH0896'HIGHWAY 23 IN CIMARRON, GO NORTH ON HIGHWAY 23 FOR 3.75 MILES TO THE
 HH0896'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 23 FOR 0.7
 HH0896'MILE AND THE STATION ON THE LEFT, WEST, SIDE OF THE ROAD.
 HH0896'
 HH0896'STATION MARKS ARE STANDARD DISKS STAMPED CIM 1961.  THE SURFACE DISK
 HH0896'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 51
 HH0896'FEET WEST OF THE CENTER OF HIGHWAY 23, 13 FEET SOUTH OF A CORNER
 HH0896'FENCE POST, 2 FEET EAST OF A FENCE AND 2 FEET SOUTH OF A METAL
 HH0896'WITNESS POST. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HH0896'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0896'
 HH0896'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CIM NO 1 1961, IS SET
 HH0896'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 50 FEET
 HH0896'EAST OF THE CENTER OF HIGHWAY 23, AND 1.5 FEET SOUTH OF A METAL
 HH0896'WITNESS POST.
 HH0896'
 HH0896'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CIM NO 2 1961, IS SET
 HH0896'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 87 FEET
 HH0896'SOUTH OF THE METAL WITNESS POST, 50.5 FEET WEST OF THE CENTER OF
 HH0896'HIGHWAY 23 AND 1 FOOT EAST OF THE FENCE.
 HH0896'
 HH0896'AZIMUTH MARK, A STANDARD DISK STAMPED CIM 1961, IS SET IN A SQUARE
 HH0896'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 49 FEET EAST OF THE
 HH0896'CENTER OF HIGHWAY 23, 3.5 FEET NORTH OF A TELEPHONE POLE AND 2 FEET
 HH0896'NORTH OF A METAL WITNESS POST.
 HH0896'
 HH0896'NOTE--REFERENCE MARKS MEASURED WITH 5 AND 7 KG. TAPE TENSION.
 HH0896'
 HH0896'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0896
 HH0896                          STATION RECOVERY (1963)
 HH0896
 HH0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 HH0896'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS ARE
 HH0896'IN GOOD CONDITION, THE DISTANCES AND DIRECTION TO THE MARKS WERE
 HH0896'VERIFIED, AND THE DESCRIPTION IS ENTIRELY ADEQUATE.
 HH0896'
 HH0896'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0896
 HH0896                          STATION RECOVERY (2005)
 HH0896
 HH0896'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2005
 HH0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0978 ***********************************************************************
 HH0978  DESIGNATION -  CIMARRON
 HH0978  PID         -  HH0978
 HH0978  STATE/COUNTY-  KS/SEWARD
 HH0978  USGS QUAD   -  SUBLETTE SW (1968)
 HH0978
 HH0978                         *CURRENT SURVEY CONTROL
 HH0978  ___________________________________________________________________
 HH0978* NAD 83(1997)-  37 18 02.91491(N)    100 53 50.50705(W)     ADJUSTED  
 HH0978* NAVD 88     -       887.8    (meters)    2913.     (feet)  VERTCON   
 HH0978  ___________________________________________________________________
 HH0978  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 HH0978  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 HH0978
 HH0978  HORZ ORDER  -  FIRST
 HH0978
 HH0978.The horizontal coordinates were established by classical geodetic methods
 HH0978.and adjusted by the National Geodetic Survey in October 1998..
 HH0978
 HH0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0978
 HH0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0978
 HH0978.The geoid height was determined by GEOID03.
 HH0978
 HH0978;                    North         East     Units Scale Factor Converg.
 HH0978;SPC KS S     -   473,113.099   187,475.085   MT  0.99999346   -1 28 23.7
 HH0978;UTM  14      - 4,129,930.679   331,839.222   MT  0.99994834   -1 09 00.3
 HH0978
 HH0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0978!SPC KS S     -   0.99986484  x   0.99999346  =   0.99985831
 HH0978!UTM  14      -   0.99986484  x   0.99994834  =   0.99981319
 HH0978
 HH0978:                Primary Azimuth Mark                     Grid Az
 HH0978:SPC KS S     -  SUBLETTE LEMON BARBEE ELEV               014 15 51.0
 HH0978:UTM  14      -  SUBLETTE LEMON BARBEE ELEV               013 56 27.6
 HH0978
 HH0978|---------------------------------------------------------------------|
 HH0978| PID    Reference Object                     Distance      Geod. Az  |
 HH0978|                                                           dddmmss.s |
 HH0978| HH0971 SUBLETTE LEMON BARBEE ELEV          APPROX.20.7 KM 0124727.3 |
 HH0978| HH0972 SUBLETTE OLD MUNICIPAL TANK         APPROX.20.6 KM 0125353.3 |
 HH0978| HH0999 TICE RIFFE BROS COMPANY GRAIN ELEVA APPROX.28.3 KM 0321505.5 |
 HH0978| HH0941 PLAINS CONCRETE ELEV                APPROX.27.9 KM 0992249.8 |
 HH0978| HH0940 PLAINS MUNICIPAL WATER TANK         APPROX.27.5 KM 0994825.0 |
 HH0978| HH0952 KISMET MUNICIPAL WATER TANK         APPROX.20.6 KM 1220917.2 |
 HH0978| CK8337 CIMARRON RM 1                        20.230 METERS 12951     |
 HH0978| HH0966 LIBERAL MUNICIPAL WATER TANK        APPROX.28.4 KM 1845318.9 |
 HH0978| CK8338 CIMARRON RM 2                        17.870 METERS 22557     |
 HH0978| CK8336 CIMARRON AZ MK                                     2710742.8 |
 HH0978| HH0981 SATANTA MUNICIPAL WATER TANK        APPROX.17.4 KM 3315123.8 |
 HH0978|---------------------------------------------------------------------|
 HH0978
 HH0978                          SUPERSEDED SURVEY CONTROL
 HH0978
 HH0978  NAD 83(1997)-  37 18 02.92399(N)    100 53 50.50558(W) AD(       ) 1
 HH0978  NAD 83(1986)-  37 18 02.92249(N)    100 53 50.50652(W) AD(       ) 1
 HH0978  NAD 27      -  37 18 02.83324(N)    100 53 48.91014(W) AD(       ) 1
 HH0978  NGVD 29 (07/19/86)  887.4    (m)         2911.     (f) VERT ANG       
 HH0978
 HH0978.Superseded values are not recommended for survey control.
 HH0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0978.See file dsdata.txt to determine how the superseded data were derived.
 HH0978
 HH0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG3183929931(NAD 83)
 HH0978_MARKER: DS = TRIANGULATION STATION DISK
 HH0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0978
 HH0978  HISTORY     - Date     Condition        Report By
 HH0978  HISTORY     - 1933     MONUMENTED       CGS
 HH0978  HISTORY     - 1968     MARK NOT FOUND   CGS
 HH0978  HISTORY     - 1968     MARK NOT FOUND   USGS
 HH0978
 HH0978                          STATION DESCRIPTION
 HH0978
 HH0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 HH0978'ABOUT 11 MILES SOUTH-SOUTHEAST OF SATANTA AND 18 MILES NORTH
 HH0978'OF LIBERAL ON HIGH GROUND NORTHEAST OF CIMARRON RIVER, IN SEC.
 HH0978'34, T. 31 S., R. 33 W., NEAR SOUTH QUARTER CORNER, AND IN
 HH0978'RIGHT-OF-WAY FENCE BETWEEN UNIMPROVED ROAD AND FIELD OWNED BY
 HH0978'THE SLEDD ESTATE.  STATION MARK IS FLUSH WITH THE GROUND.
 HH0978'
 HH0978'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION AND 43 FEET SOUTH
 HH0978'OF EAST-AND-WEST FENCE, FLUSH WITH GROUND.
 HH0978'
 HH0978'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION AND 44 FEET SOUTH
 HH0978'OF EAST-AND-WEST FENCE, FLUSH WITH GROUND.
 HH0978'
 HH0978'AZIMUTH MARK IS WEST OF STATION AND 30 FEET FROM CENTERLINE
 HH0978'OF NORTH-AND-SOUTH ROAD AND 24 FEET NORTH OF FENCE CORNER, 1 FOOT
 HH0978'WEST OF NORTH-AND-SOUTH FENCE LINE.
 HH0978'
 HH0978'REACHED FROM GARDEN CITY BY U.S. HIGHWAY 83 SOUTH TO JUNCTION
 HH0978'WITH STATE HIGHWAY K-45, CONTINUE SOUTH ON U.S. HIGHWAY 83
 HH0978'FOR 11.0 MILES TO GRADED DIRT ROAD LEADING WEST.  THENCE WEST
 HH0978'1.0 MILE.  THENCE SOUTH ON GRADED ROAD 1.0 MILE.  THENCE WEST ON
 HH0978'UNGRADED ROAD 0.45 MILE TO STATION.
 HH0978'
 HH0978'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HH0978'DESCRIBED.
 HH0978'
 HH0978'HEIGHT OF LIGHT ABOVE STATION MARK - 18.00 METERS.
 HH0978
 HH0978                          STATION RECOVERY (1968)
 HH0978
 HH0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HH0978'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 HH0978'AND THE AZIMUTH MARK WERE SEARCHED FOR BUT NOT FOUND AND WAS
 HH0978'ASSUMED ALL MARKS WERE DESTROYED WHEN ROAD WAS WIDENED.  AT
 HH0978'SITE OF ALL MARKS IS NOW IN A DEEP ROAD DITCH.
 HH0978'
 HH0978'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 HH0978'83 ABOUT 2 MILES WEST OF SUBLETTE, GO SOUTH ON U.S. HIGHWAY 83
 HH0978'FOR 6.9 MILES TO THE JUNCTION OF STATE HIGHWAY 190.  CONTINUE
 HH0978'SOUTH ON U.S. HIGHWAY 83 FOR 5.0 MILES TO A CROSSROAD AND NORTHERN
 HH0978'NATURAL GAS CO. IN SOUTHEAST ANGLE.  TURN RIGHT AND GO WEST ON
 HH0978'A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  CONTINUE WEST
 HH0978'ON A GRAVELED ROAD FOR 0.45 TO STATION SITE ON THE RIGHT.
 HH0978'
 HH0978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11
 HH0978'MILES SOUTH-SOUTHEAST OF SATANTA.
 HH0978
 HH0978                          STATION RECOVERY (1968)
 HH0978
 HH0978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HH0978'STATION SEARCHED FOR BUT NOT FOUND.
 HH0978'
 HH0978'ROAD WIDENED.  BENCH MARK, REFERENCE MARKS AND AZIMUTH MARK
 HH0978'BELIEVED TO BE DESTROYED.
 HH0978'
 HH0978'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MI SSE
 HH0978'OF SATANTA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0894 ***********************************************************************
 HH0894  DESIGNATION -  CIMARRON CO OP GRAIN ELEVATOR
 HH0894  PID         -  HH0894
 HH0894  STATE/COUNTY-  KS/GRAY
 HH0894  USGS QUAD   -  CIMARRON (1968)
 HH0894
 HH0894                         *CURRENT SURVEY CONTROL
 HH0894  ___________________________________________________________________
 HH0894* NAD 83(1997)-  37 48 19.88964(N)    100 20 52.14265(W)     ADJUSTED  
 HH0894* NAVD 88     -                                                        
 HH0894  ___________________________________________________________________
 HH0894  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 HH0894  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HH0894
 HH0894  HORZ ORDER  -  THIRD
 HH0894
 HH0894.The horizontal coordinates were established by classical geodetic methods
 HH0894.and adjusted by the National Geodetic Survey in October 1998..
 HH0894
 HH0894
 HH0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0894
 HH0894.The geoid height was determined by GEOID03.
 HH0894
 HH0894;                    North         East     Units Scale Factor Converg.
 HH0894;SPC KS S     -   528,008.056   237,294.759   MT  0.99993782   -1 08 07.9
 HH0894;UTM  14      - 4,185,093.496   381,350.671   MT  0.99977339   -0 49 34.6
 HH0894
 HH0894                          SUPERSEDED SURVEY CONTROL
 HH0894
 HH0894  NAD 83(1997)-  37 48 19.89645(N)    100 20 52.14128(W) AD(       ) 4
 HH0894  NAD 83(1986)-  37 48 19.89246(N)    100 20 52.14213(W) AD(       ) 4
 HH0894  NAD 27      -  37 48 19.81698(N)    100 20 50.62370(W) AD(       ) 3
 HH0894
 HH0894.Superseded values are not recommended for survey control.
 HH0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0894.See file dsdata.txt to determine how the superseded data were derived.
 HH0894
 HH0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG8135185093(NAD 83)
 HH0894_MARKER: 65 = GRAIN ELEVATOR
 HH0894
 HH0894  HISTORY     - Date     Condition        Report By
 HH0894  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0894
 HH0894                          STATION DESCRIPTION
 HH0894
 HH0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0894'THE STATION IS THE WEST VENTILATOR ATOP THE HEADHOUSE OF THE COOP
 HH0894'GRAIN ELEVATOR.  LOCATED IN THE SOUTH, CENTRAL, PART OF CIMARRON.
 HH0894'IT IS A LARGE CONCRETE STRUCTURE, CONSISTING OF SEVERAL ROUND BINS
 HH0894'WHICH SUPPORTS THE HEADHOUSE, AND HAS AN OVERALL HEIGHT OF 190 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0895 ***********************************************************************
 HH0895  DESIGNATION -  CIMARRON MUN STANDPIPE
 HH0895  PID         -  HH0895
 HH0895  STATE/COUNTY-  KS/GRAY
 HH0895  USGS QUAD   -  CIMARRON (1968)
 HH0895
 HH0895                         *CURRENT SURVEY CONTROL
 HH0895  ___________________________________________________________________
 HH0895* NAD 83(1997)-  37 49 02.64636(N)    100 20 52.68725(W)     ADJUSTED  
 HH0895* NAVD 88     -                                                        
 HH0895  ___________________________________________________________________
 HH0895  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 HH0895  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 HH0895
 HH0895  HORZ ORDER  -  THIRD
 HH0895
 HH0895.The horizontal coordinates were established by classical geodetic methods
 HH0895.and adjusted by the National Geodetic Survey in October 1998..
 HH0895
 HH0895
 HH0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0895
 HH0895.The geoid height was determined by GEOID03.
 HH0895
 HH0895;                    North         East     Units Scale Factor Converg.
 HH0895;SPC KS S     -   529,326.227   237,307.565   MT  0.99993744   -1 08 08.3
 HH0895;UTM  14      - 4,186,411.500   381,356.364   MT  0.99977337   -0 49 35.8
 HH0895
 HH0895                          SUPERSEDED SURVEY CONTROL
 HH0895
 HH0895  NAD 83(1997)-  37 49 02.65315(N)    100 20 52.68592(W) AD(       ) 4
 HH0895  NAD 83(1986)-  37 49 02.64909(N)    100 20 52.68653(W) AD(       ) 4
 HH0895  NAD 27      -  37 49 02.57533(N)    100 20 51.17002(W) AD(       ) 3
 HH0895
 HH0895.Superseded values are not recommended for survey control.
 HH0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0895.See file dsdata.txt to determine how the superseded data were derived.
 HH0895
 HH0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG8135686412(NAD 83)
 HH0895_MARKER: 52 = STANDPIPE TANK
 HH0895
 HH0895  HISTORY     - Date     Condition        Report By
 HH0895  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0895
 HH0895                          STATION DESCRIPTION
 HH0895
 HH0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0895'THE STATION IS THE BALL ATOP OF THE STANDPIPE, LOCATED AT THE NORTH
 HH0895'CITY LIMITS OF CIMARRON, AT THE SOUTHEAST EDGE OF THE STATE HIGHWAY
 HH0895'COMMISSION MAINTENANCE YARD.  IT IS A ROUND, STEEL, STRUCTURE,
 HH0895'PAINTED SILVER AND HAS AN OVERALL HEIGHT OF 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0163 ***********************************************************************
 HH0163  DESIGNATION -  CITY
 HH0163  PID         -  HH0163
 HH0163  STATE/COUNTY-  KS/FINNEY
 HH0163  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0163
 HH0163                         *CURRENT SURVEY CONTROL
 HH0163  ___________________________________________________________________
 HH0163* NAD 83(1997)-  37 57 52.26818(N)    100 52 46.63690(W)     ADJUSTED  
 HH0163* NAVD 88     -       866.030  (meters)    2841.30   (feet)  ADJUSTED  
 HH0163  ___________________________________________________________________
 HH0163  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 HH0163  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HH0163  DYNAMIC HT  -         865.258 (meters)    2838.77  (feet)  COMP
 HH0163  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 HH0163
 HH0163  HORZ ORDER  -  FIRST
 HH0163  VERT ORDER  -  FIRST     CLASS II
 HH0163
 HH0163.The horizontal coordinates were established by classical geodetic methods
 HH0163.and adjusted by the National Geodetic Survey in October 1998..
 HH0163
 HH0163.The orthometric height was determined by differential leveling
 HH0163.and adjusted by the National Geodetic Survey in June 1991..
 HH0163
 HH0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0163
 HH0163.The geoid height was determined by GEOID03.
 HH0163
 HH0163.The dynamic height is computed by dividing the NAVD 88
 HH0163.geopotential number by the normal gravity value computed on the
 HH0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0163.degrees latitude (g = 980.6199 gals.).
 HH0163
 HH0163.The modeled gravity was interpolated from observed gravity values.
 HH0163
 HH0163;                    North         East     Units Scale Factor Converg.
 HH0163;SPC KS S     -   546,710.195   190,927.370   MT  0.99993625   -1 27 44.4
 HH0163;UTM  14      - 4,203,544.750   334,887.515   MT  0.99993578   -1 09 23.6
 HH0163
 HH0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0163!SPC KS S     -   0.99986813  x   0.99993625  =   0.99980438
 HH0163!UTM  14      -   0.99986813  x   0.99993578  =   0.99980391
 HH0163
 HH0163|---------------------------------------------------------------------|
 HH0163| PID    Reference Object                     Distance      Geod. Az  |
 HH0163|                                                           dddmmss.s |
 HH0163| HH1030 GARDEN CITY MUN STANDPIPE            10.421 METERS 01056     |
 HH0163| HH1017 GARDEN CITY WINDSOR HOTEL CUP       APPROX. 0.7 KM 0500510.7 |
 HH0163| HH0162 CITY RM 1                            12.853 METERS 19533     |
 HH0163| CK8346 CITY AZ MK                                         2495259.2 |
 HH0163| CK8347 CITY RM 2                            23.912 METERS 27909     |
 HH0163|---------------------------------------------------------------------|
 HH0163
 HH0163                          SUPERSEDED SURVEY CONTROL
 HH0163
 HH0163  NAD 83(1997)-  37 57 52.27271(N)    100 52 46.63442(W) AD(       ) 1
 HH0163  NAD 83(1986)-  37 57 52.27214(N)    100 52 46.63512(W) AD(       ) 1
 HH0163  NAD 27      -  37 57 52.18756(N)    100 52 45.05209(W) AD(       ) 1
 HH0163  NGVD 29 (??/??/92)  865.643  (m)         2840.03   (f) ADJ UNCH    1 2
 HH0163
 HH0163.Superseded values are not recommended for survey control.
 HH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0163.See file dsdata.txt to determine how the superseded data were derived.
 HH0163
 HH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3488803545(NAD 83)
 HH0163_MARKER: DS = TRIANGULATION STATION DISK
 HH0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0163_SP_SET: CONCRETE POST
 HH0163_STAMPING: CITY 1933
 HH0163_MARK LOGO: CGS   
 HH0163_PROJECTION: PROJECTING 8 CENTIMETERS
 HH0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0163+STABILITY: SURFACE MOTION
 HH0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HH0163+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1999
 HH0163
 HH0163  HISTORY     - Date     Condition        Report By
 HH0163  HISTORY     - 1933     MONUMENTED       CGS
 HH0163  HISTORY     - 1933     GOOD             CGS
 HH0163  HISTORY     - 1934     GOOD             CGS
 HH0163  HISTORY     - 1961     GOOD             CGS
 HH0163  HISTORY     - 1986     GOOD             NGS
 HH0163  HISTORY     - 19871022 GOOD             NGS
 HH0163  HISTORY     - 19991001 GOOD             NGS
 HH0163  HISTORY     - 20020701 GOOD             NGS
 HH0163
 HH0163                          STATION DESCRIPTION
 HH0163
 HH0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 HH0163'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF GARDEN CITY
 HH0163'AND IS ON LAND OWNED BY THE CITY OF GARDEN CITY AND IS NEAR
 HH0163'THE MUNICIPAL STANDPIPE.
 HH0163'
 HH0163'THE STATION MARK PROJECTS 6 INCHES AND IS 35 FEET SOUTH OF
 HH0163'THE CENTER OF THE MUNICIPAL STANDPIPE.
 HH0163'
 HH0163'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS 42.17 FEET
 HH0163'SOUTH OF THE STATION, 43 FEET NORTH OF THE CENTERLINE OF AN
 HH0163'EAST-AND-WEST STREET AND 39 FEET WEST OF THE NORTHWEST
 HH0163'CORNER OF VALVE NO. 2.
 HH0163'
 HH0163'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS 78.45 FEET
 HH0163'WEST OF THE STATION, 39 FEET EAST OF THE CENTERLINE OF A
 HH0163'NORTH-AND-SOUTH STREET AND 13.5 FEET NORTH OF THE NORTHWEST
 HH0163'CORNER OF VALVE NO. 1.
 HH0163'
 HH0163'THE AZIMUTH MARK PROJECTS 5 INCHES AND IS 0.2 MILE SOUTHWEST
 HH0163'OF THE STATION.  IT IS 35 FEET NORTH OF THE CENTERLINE OF
 HH0163'FIRST EAST-AND-WEST STREET SOUTH OF THE ONE WHICH PASSES THE
 HH0163'STATION.
 HH0163'
 HH0163'A 24-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 HH0163'
 HH0163'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 HH0163'AS DESCRIBED.
 HH0163
 HH0163                          STATION RECOVERY (1933)
 HH0163
 HH0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 HH0163'AT GARDEN CITY.
 HH0163'AT GARDEN CITY, FINNEY COUNTY, 75 FEET SOUTH OF THE MUNICIPAL
 HH0163'WATER PLANT, 78 FEET NORTH OF THE CENTER LINE OF SANTA FE STREET,
 HH0163'AND 35 FEET SOUTH OF THE WATER TANK.  A STANDARD
 HH0163'TRIANGULATION-STATION DISK, STAMPED CITY 1933 AND SET IN THE TOP
 HH0163'OF A CONCRETE POST.
 HH0163
 HH0163                          STATION RECOVERY (1934)
 HH0163
 HH0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HJO)
 HH0163'AT GARDEN CITY, 75 FEET SOUTH OF THE MUNICIPAL WATERPLANT,
 HH0163'78 FEET NORTH OF THE CENTER LINE OF SANTA FE STREET, AND 35
 HH0163'FEET SOUTH OF THE WATER TANK.  A STANDARD TRIANGULATION
 HH0163'STATION DISK, STAMPED CITY 1933 AND SET IN THE TOP OF A
 HH0163'CONCRETE POST.
 HH0163'
 HH0163'R.M. IS AT GARDEN CITY, ABOUT 115 FEET SOUTH OF THE MUNICIPAL
 HH0163'WATER PLANT, 80 FEET SOUTH OF THE WATER TANK AND 39 FEET
 HH0163'NORTH OF THE CENTER LINE OF SANTA FE STREET.  A STANDARD
 HH0163'REFERENCE MARK DISK, STAMPED NO. 1 CITY 1933 AND SET IN THE
 HH0163'TOP OF A CONCRETE POST.
 HH0163
 HH0163                          STATION RECOVERY (1961)
 HH0163
 HH0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JAW)
 HH0163'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MUNICIPAL
 HH0163'STANDPIPE IS NOW GONE AND THE STATION MARK IS INSIDE THE STORM
 HH0163'FENCE 3 PACES SOUTH AND 2 PACES E. OF THE SW CORNER OF SMALL
 HH0163'BRICK BUILDING, 37 PACES EAST OF 11 STREET, AND 27 PACES
 HH0163'NORTH OF SANTA FE STREET.  STATION MARK AND R.M. NO 1 PROJECT
 HH0163'4 INCHES.  R.M. NO 2 IS NOW UNDER THE SOD ABOUT 2 INCHES
 HH0163'IN THE LAWN.  THE MEASUREMENTS CHECK OK.
 HH0163
 HH0163                          STATION RECOVERY (1986)
 HH0163
 HH0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0163'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT THE GARDEN
 HH0163'CITY WATER WORKS DEPARTMENT, 29.7 METERS (97.5 FT) EAST OF THE EAST
 HH0163'CURB OF 11TH STREET, 18.3 METERS (60 FT) NORTH OF THE NORTH CURB OF
 HH0163'SANTA FE STREET, 3.7 METERS (12.3 FT) SOUTHEAST OF THE SOUTHWEST
 HH0163'CORNER OF A BRICK PUMP HOUSE AND 1.7 METERS (5.5 FT) EAST OF A
 HH0163'NORTH-SOUTH FENCE.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
 HH0163
 HH0163                          STATION RECOVERY (1987)
 HH0163
 HH0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HH0163'STATION IS AT GARDEN CITY WATER DEPARTMENT PUMP HOUSE.  STATION IS
 HH0163'0.60 KM (0.35 MI) SW OF FINNEY COUNTY COURTHOUSE AT GARDEN CITY, KS.
 HH0163'TO ACCESS FROM THE INTERSECTION OF ROUTE US BUSINESS 50 AND US
 HH0163'BUSINESS 83 (MAIN ST. AND FULTON ST.) IN DOWNTOWN GARDEN CITY, GO WNW
 HH0163'ON FULTON ST.  GO 0.48 KM (0.30 MI) AND TURN SSW ON TO 11TH ST.  GO
 HH0163'0.24 KM (0.15 MI) TO SANTA FE ST. AND STATION IN NE CORNER.  STATION
 HH0163'IS IN FENCED AREA, 23.8 M (78.1 FT) NNE OF CENTER OF SANTA FE ST.,
 HH0163'ABOUT 26 M (85.3 FT) ESE OF CENTER OF 11TH ST., 12.85 M (42.16 FT)
 HH0163'NNE OF RM 1, AND ABOUT 4 M (13.1 FT) SE OF SW CORNER OF A SMALL BRICK
 HH0163'BLDG.  DISK IS ON A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  RM
 HH0163'2 WAS NOT RECOVERED.  CENTER OF SW, SW, NE, SW, SEC 18, T24S, R32W.
 HH0163
 HH0163                          STATION RECOVERY (1999)
 HH0163
 HH0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 HH0163'RECOVERED IN GOOD CONDITION.
 HH0163
 HH0163                          STATION RECOVERY (2002)
 HH0163
 HH0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 HH0163'ADD TEXT -- 1.7 M ESE OF CHAINLINK FENCE, 2.5 M WEST OF 2ND CEDAR TREE
 HH0163'NORTH OF SANTA FE STREET.  DISK IS SUROUNDED BY AND APPROXIMATELY
 HH0163'LEVEL WITH STORAGE AREA SIDEWALK.  OTHER GRAVITY DESIGNATIONS ARE
 HH0163'GARDEN CITY CITY, NN 203.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0162 ***********************************************************************
 HH0162  DESIGNATION -  CITY RM 1
 HH0162  PID         -  HH0162
 HH0162  STATE/COUNTY-  KS/FINNEY
 HH0162  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0162
 HH0162                         *CURRENT SURVEY CONTROL
 HH0162  ___________________________________________________________________
 HH0162* NAD 83(1986)-  37 57 52.     (N)    100 52 47.     (W)     SCALED    
 HH0162* NAVD 88     -       865.904  (meters)    2840.89   (feet)  ADJUSTED  
 HH0162  ___________________________________________________________________
 HH0162  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HH0162  DYNAMIC HT  -         865.132 (meters)    2838.35  (feet)  COMP
 HH0162  MODELED GRAV-     979,709.9   (mgal)                       NAVD 88
 HH0162
 HH0162  VERT ORDER  -  FIRST     CLASS II
 HH0162
 HH0162.The horizontal coordinates were scaled from a topographic map and have
 HH0162.an estimated accuracy of +/- 6 seconds.
 HH0162
 HH0162.The orthometric height was determined by differential leveling
 HH0162.and adjusted by the National Geodetic Survey in June 1991..
 HH0162.WARNING-Repeat measurements at this control monument indicate possible
 HH0162.vertical movement.
 HH0162
 HH0162.The geoid height was determined by GEOID03.
 HH0162
 HH0162.The dynamic height is computed by dividing the NAVD 88
 HH0162.geopotential number by the normal gravity value computed on the
 HH0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0162.degrees latitude (g = 980.6199 gals.).
 HH0162
 HH0162.The modeled gravity was interpolated from observed gravity values.
 HH0162
 HH0162;                    North         East    Units  Estimated Accuracy
 HH0162;SPC KS S     -   546,700.      190,920.      MT  (+/- 180 meters Scaled)
 HH0162
 HH0162                          SUPERSEDED SURVEY CONTROL
 HH0162
 HH0162  NGVD 29 (??/??/92)  865.517  (m)         2839.62   (f) ADJ UNCH    1 2
 HH0162
 HH0162.Superseded values are not recommended for survey control.
 HH0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0162.See file dsdata.txt to determine how the superseded data were derived.
 HH0162
 HH0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH348035(NAD 83)
 HH0162_MARKER: DR = REFERENCE MARK DISK
 HH0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0162_SP_SET: CONCRETE POST
 HH0162_STAMPING: CITY NO 1 1933
 HH0162_MARK LOGO: CGS   
 HH0162_PROJECTION: PROJECTING 10 CENTIMETERS
 HH0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0162+STABILITY: SURFACE MOTION
 HH0162
 HH0162  HISTORY     - Date     Condition        Report By
 HH0162  HISTORY     - 1933     MONUMENTED       CGS
 HH0162  HISTORY     - 1986     GOOD             NGS
 HH0162
 HH0162                          STATION DESCRIPTION
 HH0162
 HH0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0162'AT GARDEN CITY.
 HH0162'AT GARDEN CITY, FINNEY COUNTY, ABOUT 115 FEET SOUTH OF THE MUNICIPAL
 HH0162'WATER PLANT, 80 FEET SOUTH OF THE WATER TANK, AND 39 FEET NORTH
 HH0162'OF THE CENTER LINE OF SANTA FE STREET.  A STANDARD REFERENCE-MARK
 HH0162'DISK, STAMPED NO. 1 CITY 1933 AND SET IN THE TOP OF A CONCRETE
 HH0162'POST.
 HH0162
 HH0162                          STATION RECOVERY (1986)
 HH0162
 HH0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0162'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT THE GARDEN
 HH0162'CITY WATER WORKS DEPARTMENT, 29.7 METERS (97.5 FT) EAST OF THE EAST
 HH0162'CURB OF 11TH STREET, 5.3 METERS (17.5 FT) NORTH OF THE NORTH CURB OF
 HH0162'SANTA FE STREET, 8.9 METERS (29.2 FT) WEST OF THE CENTER OF THE
 HH0162'ENTRANCE GATE AND 1.5 METERS (5 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 HH0162'OF A FENCE.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0802 ***********************************************************************
 JG0802  DESIGNATION -  CLAFLIN MUNICIPAL TANK
 JG0802  PID         -  JG0802
 JG0802  STATE/COUNTY-  KS/BARTON
 JG0802  USGS QUAD   -  CLAFLIN (1969)
 JG0802
 JG0802                         *CURRENT SURVEY CONTROL
 JG0802  ___________________________________________________________________
 JG0802* NAD 83(1997)-  38 31 37.29766(N)    098 31 59.09183(W)     ADJUSTED  
 JG0802* NAVD 88     -                                                        
 JG0802  ___________________________________________________________________
 JG0802  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 JG0802  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 JG0802
 JG0802  HORZ ORDER  -  THIRD
 JG0802
 JG0802.The horizontal coordinates were established by classical geodetic methods
 JG0802.and adjusted by the National Geodetic Survey in October 1998..
 JG0802
 JG0802
 JG0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0802
 JG0802.The geoid height was determined by GEOID03.
 JG0802
 JG0802;                    North         East     Units Scale Factor Converg.
 JG0802;SPC KS S     -   606,478.829   397,115.348   MT  0.99999240   -0 01 13.2
 JG0802;SPC KS N     -    21,639.006   353,513.840   MT  1.00003602   -0 20 14.2
 JG0802;UTM  14      - 4,264,395.703   540,699.222   MT  0.99962040   +0 17 27.0
 JG0802
 JG0802                          SUPERSEDED SURVEY CONTROL
 JG0802
 JG0802  NAD 83(1986)-  38 31 37.30510(N)    098 31 59.09130(W) AD(       ) 4
 JG0802  NAD 27      -  38 31 37.26400(N)    098 31 57.83000(W) AD(       ) 3
 JG0802
 JG0802.Superseded values are not recommended for survey control.
 JG0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0802.See file dsdata.txt to determine how the superseded data were derived.
 JG0802
 JG0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH4069964396(NAD 83)
 JG0802_MARKER: 53 = ELEVATED TANK
 JG0802
 JG0802  HISTORY     - Date     Condition        Report By
 JG0802  HISTORY     - 1952     FIRST OBSERVED   CGS
 JG0802
 JG0802                          STATION DESCRIPTION
 JG0802
 JG0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0802'THE STATION IS LOCATED IN THE NORTH EDGE OF THE TOWN OF CLAFLIN.
 JG0802'IT IS AN ELEVATED WATER TANK, SILVER IN COLOR AND ABOUT 125
 JG0802'FEET HIGH.  THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1354 ***********************************************************************
 JE1354  DESIGNATION -  CLARE
 JE1354  PID         -  JE1354
 JE1354  STATE/COUNTY-  KS/JOHNSON
 JE1354  USGS QUAD   -  OCHELTREE (1991)
 JE1354
 JE1354                         *CURRENT SURVEY CONTROL
 JE1354  ___________________________________________________________________
 JE1354* NAD 83(1997)-  38 48 57.29488(N)    094 52 28.46177(W)     ADJUSTED  
 JE1354* NAVD 88     -       326.659  (meters)    1071.71   (feet)  ADJUSTED  
 JE1354  ___________________________________________________________________
 JE1354  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 JE1354  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JE1354  DYNAMIC HT  -         326.439 (meters)    1070.99  (feet)  COMP
 JE1354  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 JE1354
 JE1354  HORZ ORDER  -  SECOND
 JE1354  VERT ORDER  -  SECOND    CLASS 0
 JE1354
 JE1354.The horizontal coordinates were established by classical geodetic methods
 JE1354.and adjusted by the National Geodetic Survey in October 1998..
 JE1354
 JE1354.The orthometric height was determined by differential leveling
 JE1354.and adjusted by the National Geodetic Survey in June 1991..
 JE1354
 JE1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1354
 JE1354.The geoid height was determined by GEOID03.
 JE1354
 JE1354.The dynamic height is computed by dividing the NAVD 88
 JE1354.geopotential number by the normal gravity value computed on the
 JE1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1354.degrees latitude (g = 980.6199 gals.).
 JE1354
 JE1354.The modeled gravity was interpolated from observed gravity values.
 JE1354
 JE1354;                    North         East     Units Scale Factor Converg.
 JE1354;SPC KS N     -    58,255.481   671,386.842   MT  0.99998547   +1 58 39.0
 JE1354;UTM  15      - 4,298,017.977   337,251.407   MT  0.99992617   -1 10 31.0
 JE1354
 JE1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1354!SPC KS N     -   0.99995377  x   0.99998547  =   0.99993924
 JE1354!UTM  15      -   0.99995377  x   0.99992617  =   0.99987994
 JE1354
 JE1354|---------------------------------------------------------------------|
 JE1354| PID    Reference Object                     Distance      Geod. Az  |
 JE1354|                                                           dddmmss.s |
 JE1354| JE1355 CLARE RM 1                            9.857 METERS 05558     |
 JE1354| CN6633 CLARE RM 3                                         2345543.1 |
 JE1354| JE1353 CLARE RM 2                           10.056 METERS 24357     |
 JE1354|---------------------------------------------------------------------|
 JE1354
 JE1354                          SUPERSEDED SURVEY CONTROL
 JE1354
 JE1354  NAD 83(1986)-  38 48 57.30260(N)    094 52 28.46287(W) AD(       ) 2
 JE1354  NAD 27      -  38 48 57.27499(N)    094 52 27.59593(W) AD(       ) 2
 JE1354  NGVD 29 (??/??/92)  326.533  (m)         1071.30   (f) ADJ UNCH    2 0
 JE1354
 JE1354.Superseded values are not recommended for survey control.
 JE1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1354.See file dsdata.txt to determine how the superseded data were derived.
 JE1354
 JE1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3725198018(NAD 83)
 JE1354_MARKER: DS = TRIANGULATION STATION DISK
 JE1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1354_STAMPING: CLARE 1974
 JE1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1354+STABILITY: SURFACE MOTION
 JE1354
 JE1354  HISTORY     - Date     Condition        Report By
 JE1354  HISTORY     - 1974     MONUMENTED       NGS
 JE1354  HISTORY     - 1974     GOOD             NGS
 JE1354  HISTORY     - 1976     GOOD             NGS
 JE1354  HISTORY     - 1983     GOOD             KSDT
 JE1354
 JE1354                          STATION DESCRIPTION
 JE1354
 JE1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1354'THE STATION IS LOCATED ABOUT 3 MILES EAST OF GARDNER, 2 MILES
 JE1354'SOUTHEAST OF OLATHE NAVAL AIR STATION AND 3/4 MILE SOUTHWEST OF THE
 JE1354'OLD RAILROAD SIDING AT CLARE.  IT IS ON THE NORTH RIGHT-OF-WAY OF
 JE1354'INTERSTATE HIGHWAY 35, IN THE SE 1/4 SEC 20, T 14 S, R 23 E.
 JE1354'
 JE1354'TO REACH THE STATION FROM THE GARDNER-BONITA EXIT ON INTERSTATE
 JE1354'HIGHWAY 35, WHICH IS ABOUT 2 MILES EAST OF GARDNER, GO NORTHEAST ON
 JE1354'THE INTERSTATE FOR 0.6 MILE TO THE STATION ON THE LEFT, ATOP A
 JE1354'CUTBANK.  REFERENCE MARK 3 IS IN THE SOUTHEAST CORNER OF THE
 JE1354'GARDNER-BONITA OVERPASS OVER INTERSTATE HIGHWAY 35.
 JE1354'
 JE1354'THE STATION MARKS ARE STANDARD DISKS STAMPED CLARE 1974.  THE SURFACE
 JE1354'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JE1354'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 104 FEET NORTHWEST OF
 JE1354'THE SOUTHBOUND LANE OF INTERSTATE HIGHWAY 35, 4.3 FEET SOUTHWEST
 JE1354'OF A WITNESS POST AND 3.3 FEET SOUTH OF A FENCE.  THE UNDERGROUND
 JE1354'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 JE1354'GROUND SURFACE.
 JE1354'
 JE1354'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLARE NO 1 1974.  IT IS
 JE1354'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JE1354'FLUSH WITH THE GROUND SURFACE.  IT IS 35.0 FEET NORTHEAST OF THE
 JE1354'WITNESS POST AND 1.5 FEET SOUTH OF THE FENCE, 1 FOOT LOWER THAN
 JE1354'STATION.
 JE1354'
 JE1354'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLARE NO 2 1974.  IT IS
 JE1354'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JE1354'FLUSH WITH THE GROUND SURFACE.  IT IS 30.4 FEET SOUTHWEST OF THE
 JE1354'WITNESS POST, 1.5 FEET SOUTH OF THE FENCE AND IS ABOUT 1 FOOT
 JE1354'HIGHER THAN THE STATION.
 JE1354'
 JE1354'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CLARE NO 3 1974 AZ.
 JE1354'IT IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF AN
 JE1354'OVERPASS.  IT IS 13.2 FEET NORTHEAST OF THE CENTER OF THE ROAD,
 JE1354'3.0 FEET WEST OF A WITNESS POST AND 1.5 FEET NORTHWEST OF THE
 JE1354'SOUTH END OF THE OVERPASS.
 JE1354'
 JE1354'NEAREST TOWN--GARDNER.
 JE1354'
 JE1354'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 JE1354
 JE1354                          STATION RECOVERY (1974)
 JE1354
 JE1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1354'4.4 MI SW FROM OLATHE.
 JE1354'ABOUT 4.4 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1354'JUNCTION WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF
 JE1354'OLATHE, 32.34 FEET SOUTHWEST OF RM 1, 32.99 FEET EAST OF RM 2, 104
 JE1354'FEET NORTH OF THE SOUTHWEST BOUND LANE OF HIGHWAY, 4.3 FEET SOUTHWEST
 JE1354'OF A METAL WITNESS SIGN AND 4.3 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 JE1354'FENCE.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS
 JE1354'ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JE1354
 JE1354                          STATION RECOVERY (1976)
 JE1354
 JE1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 JE1354'STATION MARK, RMS 1, 2 AND 3 RECOVERED IN GOOD CONDITION AS
 JE1354'DESCRIBED.
 JE1354'G-15326 SOURCE.
 JE1354'
 JE1354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 JE1354'GARDNER.
 JE1354
 JE1354                          STATION RECOVERY (1983)
 JE1354
 JE1354'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983
 JE1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1355 ***********************************************************************
 JE1355  DESIGNATION -  CLARE RM 1
 JE1355  PID         -  JE1355
 JE1355  STATE/COUNTY-  KS/JOHNSON
 JE1355  USGS QUAD   -  OCHELTREE (1991)
 JE1355
 JE1355                         *CURRENT SURVEY CONTROL
 JE1355  ___________________________________________________________________
 JE1355* NAD 83(1986)-  38 48 57.     (N)    094 52 29.     (W)     SCALED    
 JE1355* NAVD 88     -       326.392  (meters)    1070.84   (feet)  ADJUSTED  
 JE1355  ___________________________________________________________________
 JE1355  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JE1355  DYNAMIC HT  -         326.172 (meters)    1070.12  (feet)  COMP
 JE1355  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 JE1355
 JE1355  VERT ORDER  -  SECOND    CLASS 0
 JE1355
 JE1355.The horizontal coordinates were scaled from a topographic map and have
 JE1355.an estimated accuracy of +/- 6 seconds.
 JE1355
 JE1355.The orthometric height was determined by differential leveling
 JE1355.and adjusted by the National Geodetic Survey in June 1991..
 JE1355
 JE1355.The geoid height was determined by GEOID03.
 JE1355
 JE1355.The dynamic height is computed by dividing the NAVD 88
 JE1355.geopotential number by the normal gravity value computed on the
 JE1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1355.degrees latitude (g = 980.6199 gals.).
 JE1355
 JE1355.The modeled gravity was interpolated from observed gravity values.
 JE1355
 JE1355;                    North         East    Units  Estimated Accuracy
 JE1355;SPC KS N     -    58,250.      671,370.      MT  (+/- 180 meters Scaled)
 JE1355
 JE1355                          SUPERSEDED SURVEY CONTROL
 JE1355
 JE1355  NGVD 29 (??/??/92)  326.266  (m)         1070.42   (f) ADJ UNCH    2 0
 JE1355
 JE1355.Superseded values are not recommended for survey control.
 JE1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1355.See file dsdata.txt to determine how the superseded data were derived.
 JE1355
 JE1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC372980(NAD 83)
 JE1355_MARKER: DR = REFERENCE MARK DISK
 JE1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1355_STAMPING: CLARE NO 1 1974
 JE1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1355+STABILITY: SURFACE MOTION
 JE1355
 JE1355  HISTORY     - Date     Condition        Report By
 JE1355  HISTORY     - 1974     MONUMENTED       NGS
 JE1355
 JE1355                          STATION DESCRIPTION
 JE1355
 JE1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1355'4.4 MI SW FROM OLATHE.
 JE1355'AT THE CLARE STATION SITE-- 32.34 FEET NORTHEAST OF THE STATION, 35
 JE1355'FEET EAST OF A METAL WITNESS SIGN AND 1.5 FEET SOUTH OF THE NORTH
 JE1355'RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JE1355'GROUND AND IS ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1353 ***********************************************************************
 JE1353  DESIGNATION -  CLARE RM 2
 JE1353  PID         -  JE1353
 JE1353  STATE/COUNTY-  KS/JOHNSON
 JE1353  USGS QUAD   -  OCHELTREE (1991)
 JE1353
 JE1353                         *CURRENT SURVEY CONTROL
 JE1353  ___________________________________________________________________
 JE1353* NAD 83(1986)-  38 48 57.     (N)    094 52 29.     (W)     SCALED    
 JE1353* NAVD 88     -       326.912  (meters)    1072.54   (feet)  ADJUSTED  
 JE1353  ___________________________________________________________________
 JE1353  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JE1353  DYNAMIC HT  -         326.692 (meters)    1071.82  (feet)  COMP
 JE1353  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 JE1353
 JE1353  VERT ORDER  -  SECOND    CLASS 0
 JE1353
 JE1353.The horizontal coordinates were scaled from a topographic map and have
 JE1353.an estimated accuracy of +/- 6 seconds.
 JE1353
 JE1353.The orthometric height was determined by differential leveling
 JE1353.and adjusted by the National Geodetic Survey in June 1991..
 JE1353
 JE1353.The geoid height was determined by GEOID03.
 JE1353
 JE1353.The dynamic height is computed by dividing the NAVD 88
 JE1353.geopotential number by the normal gravity value computed on the
 JE1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1353.degrees latitude (g = 980.6199 gals.).
 JE1353
 JE1353.The modeled gravity was interpolated from observed gravity values.
 JE1353
 JE1353;                    North         East    Units  Estimated Accuracy
 JE1353;SPC KS N     -    58,250.      671,370.      MT  (+/- 180 meters Scaled)
 JE1353
 JE1353                          SUPERSEDED SURVEY CONTROL
 JE1353
 JE1353  NGVD 29 (??/??/92)  326.787  (m)         1072.13   (f) ADJ UNCH    2 0
 JE1353
 JE1353.Superseded values are not recommended for survey control.
 JE1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1353.See file dsdata.txt to determine how the superseded data were derived.
 JE1353
 JE1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC372980(NAD 83)
 JE1353_MARKER: DR = REFERENCE MARK DISK
 JE1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1353_STAMPING: CLARE NO 2 1974
 JE1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1353+STABILITY: SURFACE MOTION
 JE1353
 JE1353  HISTORY     - Date     Condition        Report By
 JE1353  HISTORY     - 1974     MONUMENTED       NGS
 JE1353
 JE1353                          STATION DESCRIPTION
 JE1353
 JE1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1353'4.4 MI SW FROM OLATHE.
 JE1353'AT THE CLARE STATION SITE.  32.99 FEET WEST-SOUTHWEST OF THE STATION,
 JE1353'30.4 FEET SOUTHWEST OF A METAL WITNESS SIGN AND IS 1.5 FEET SOUTH OF
 JE1353'THE NORTH RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE POST FLUSH
 JE1353'WITH THE GROUND AND IS ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1352 ***********************************************************************
 JE1352  DESIGNATION -  CLARE RM 3
 JE1352  PID         -  JE1352
 JE1352  STATE/COUNTY-  KS/JOHNSON
 JE1352  USGS QUAD   -  GARDNER (1991)
 JE1352
 JE1352                         *CURRENT SURVEY CONTROL
 JE1352  ___________________________________________________________________
 JE1352* NAD 83(1986)-  38 48 43.     (N)    094 52 55.     (W)     SCALED    
 JE1352* NAVD 88     -       328.372  (meters)    1077.33   (feet)  ADJUSTED  
 JE1352  ___________________________________________________________________
 JE1352  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JE1352  DYNAMIC HT  -         328.151 (meters)    1076.61  (feet)  COMP
 JE1352  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 JE1352
 JE1352  VERT ORDER  -  SECOND    CLASS 0
 JE1352
 JE1352.The horizontal coordinates were scaled from a topographic map and have
 JE1352.an estimated accuracy of +/- 6 seconds.
 JE1352
 JE1352.The orthometric height was determined by differential leveling
 JE1352.and adjusted by the National Geodetic Survey in June 1991..
 JE1352
 JE1352.The geoid height was determined by GEOID03.
 JE1352
 JE1352.The dynamic height is computed by dividing the NAVD 88
 JE1352.geopotential number by the normal gravity value computed on the
 JE1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1352.degrees latitude (g = 980.6199 gals.).
 JE1352
 JE1352.The modeled gravity was interpolated from observed gravity values.
 JE1352
 JE1352;                    North         East    Units  Estimated Accuracy
 JE1352;SPC KS N     -    57,790.      670,760.      MT  (+/- 180 meters Scaled)
 JE1352
 JE1352                          SUPERSEDED SURVEY CONTROL
 JE1352
 JE1352  NGVD 29 (??/??/92)  328.247  (m)         1076.92   (f) ADJ UNCH    2 0
 JE1352
 JE1352.Superseded values are not recommended for survey control.
 JE1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1352.See file dsdata.txt to determine how the superseded data were derived.
 JE1352
 JE1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC366975(NAD 83)
 JE1352_MARKER: DR = REFERENCE MARK DISK
 JE1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1352_SP_SET: OVERPASS
 JE1352_STAMPING: CLARE NO 3 AZ 1974
 JE1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1352
 JE1352  HISTORY     - Date     Condition        Report By
 JE1352  HISTORY     - 1974     MONUMENTED       NGS
 JE1352
 JE1352                          STATION DESCRIPTION
 JE1352
 JE1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1352'4.95 MI SW FROM OLATHE.
 JE1352'ABOUT 4.95 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1352'JUNCTION WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF
 JE1352'OLATHE, 15.0 FEET NORTH OF THE APPROXIMATE CENTER OF SANTA FA TRAIL
 JE1352'ROAD AND 1.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE OVERPASS
 JE1352'BANISTER.  SET IN THE TOP OF THE BASE OF THE NORTH BANISTER OF A
 JE1352'OVERPASS OVER INTERSTATE HIGHWAY 35 AND IS ABOUT 1 FOOT ABOVE THE
 JE1352'LEVEL OF SANTA FA TRAIL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0255 ***********************************************************************
 KF0255  DESIGNATION -  CLARK
 KF0255  PID         -  KF0255
 KF0255  STATE/COUNTY-  KS/GEARY
 KF0255  USGS QUAD   -  OGDEN (1982)
 KF0255
 KF0255                         *CURRENT SURVEY CONTROL
 KF0255  ___________________________________________________________________
 KF0255* NAD 83(1997)-  39 03 29.52967(N)    096 44 52.28641(W)     ADJUSTED  
 KF0255* NAVD 88     -       365.078  (meters)    1197.76   (feet)  ADJUSTED  
 KF0255  ___________________________________________________________________
 KF0255  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 KF0255  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 KF0255  DYNAMIC HT  -         364.830 (meters)    1196.95  (feet)  COMP
 KF0255  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 KF0255
 KF0255  HORZ ORDER  -  SECOND
 KF0255  VERT ORDER  -  SECOND    CLASS 0
 KF0255
 KF0255.The horizontal coordinates were established by classical geodetic methods
 KF0255.and adjusted by the National Geodetic Survey in October 1998..
 KF0255
 KF0255.The orthometric height was determined by differential leveling
 KF0255.and adjusted by the National Geodetic Survey in June 1991..
 KF0255
 KF0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0255
 KF0255.The geoid height was determined by GEOID03.
 KF0255
 KF0255.The dynamic height is computed by dividing the NAVD 88
 KF0255.geopotential number by the normal gravity value computed on the
 KF0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0255.degrees latitude (g = 980.6199 gals.).
 KF0255
 KF0255.The modeled gravity was interpolated from observed gravity values.
 KF0255
 KF0255;                    North         East     Units Scale Factor Converg.
 KF0255;SPC KS N     -    81,217.588   508,372.174   MT  0.99996247   +0 47 32.1
 KF0255;UTM  14      - 4,325,649.352   694,867.557   MT  1.00006760   +1 25 10.4
 KF0255
 KF0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0255!SPC KS N     -   0.99994739  x   0.99996247  =   0.99990986
 KF0255!UTM  14      -   0.99994739  x   1.00006760  =   1.00001499
 KF0255
 KF0255|---------------------------------------------------------------------|
 KF0255| PID    Reference Object                     Distance      Geod. Az  |
 KF0255|                                                           dddmmss.s |
 KF0255| KF0256 CLARK RM 1                           17.457 METERS 08813     |
 KF0255| KF0254 CLARK RM 2                            9.622 METERS 16315     |
 KF0255| KF1109 FORT RILEY MARSHALL AIRFIELD BEACON APPROX. 1.1 KM 2082545.4 |
 KF0255| KF1096 FORT RILEY MARSHALL FIELD TANK      APPROX. 1.9 KM 2591618.0 |
 KF0255| KF0671 MARSHALL FIELD                      APPROX. 1.5 KM 2673342.4 |
 KF0255|---------------------------------------------------------------------|
 KF0255
 KF0255                          SUPERSEDED SURVEY CONTROL
 KF0255
 KF0255  NAD 83(1986)-  39 03 29.53567(N)    096 44 52.28456(W) AD(       ) 2
 KF0255  NAD 27      -  39 03 29.54643(N)    096 44 51.26019(W) AD(       ) 2
 KF0255  NGVD 29 (??/??/92)  364.961  (m)         1197.38   (f) ADJ UNCH    2 0
 KF0255
 KF0255.Superseded values are not recommended for survey control.
 KF0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0255.See file dsdata.txt to determine how the superseded data were derived.
 KF0255
 KF0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9486825649(NAD 83)
 KF0255_MARKER: DE = TRAVERSE STATION DISK
 KF0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0255_SP_SET: CONCRETE POST
 KF0255_STAMPING: CLARK 1970
 KF0255_MARK LOGO: NGS   
 KF0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0255+STABILITY: SURFACE MOTION
 KF0255
 KF0255  HISTORY     - Date     Condition        Report By
 KF0255  HISTORY     - 1970     MONUMENTED       NGS
 KF0255  HISTORY     - 1970     GOOD             NGS
 KF0255  HISTORY     - 1986     GOOD             NGS
 KF0255
 KF0255                          STATION DESCRIPTION
 KF0255
 KF0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0255'THE STATION IS LOCATED ABOUT 5 MILES EAST-NORTHEAST OF JUNCTION
 KF0255'CITY 4 MILES SOUTH-SOUTHWEST OF OGDEN, ON A BLUFF ON THE
 KF0255'NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70, IN THE SE 1/4
 KF0255'SECTION 35, T11S, R6E.
 KF0255'
 KF0255'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70
 KF0255'AND CLARK CREEK ROAD, WHICH IS ABOUT 5 MILES EAST-NORTHEAST
 KF0255'OF JUNCTION CITY, GO SOUTHWEST ON INTERSTATE HIGHWAY 70 FOR 0.3
 KF0255'MILE TO A ROCK CUT BANK AND THE STATION ON THE RIGHT, ATOP THE
 KF0255'CUT BANK.
 KF0255'
 KF0255'THE STATION MARKS, ARE TRAVERSE DISKS STAMPED CLARK 1970.
 KF0255'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0255'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE
 KF0255'OF THE TERRAIN.  IT IS 61 FEET SOUTHEAST OF A BARBED WIRE FENCE,
 KF0255'30.5 FEET WEST OF THE EDGE OF A ROCK CUT BANK AND 4.7 FEET
 KF0255'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 KF0255'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 44
 KF0255'INCHES BELOW THE SURFACE OF THE TERRAIN.
 KF0255'
 KF0255'REFERENCE MARK 1, A STANDARD DISK STAMPED CLARK NO 1 1970, IS
 KF0255'CEMENTED IN A DRILL HOLE IN AN OUTCROP ON THE EDGE OF THE ROCK
 KF0255'CUT BANK THAT IS FLUSH WITH THE SURFACE OF THE TERRAIN.  IT IS
 KF0255'54.8 FEET EAST-NORTHEAST OF THE WITNESS POST AND 1.2 FEET
 KF0255'NORTHWEST OF THE EDGE OF THE ROCK CUT BANK.
 KF0255'
 KF0255'REFERENCE MARK 2, A STANDARD DISK STAMPED CLARK NO 2 1970, IS
 KF0255'CEMENTED IN A DRILL HOLE IN AN OUTCROP ON THE EDGE OF THE
 KF0255'ROCK CUT BANK THAT IS FLUSH WITH THE SURFACE OF THE TERRAIN.
 KF0255'IT IS 35.4 FEET SOUTH-SOUTHEAST OF THE WITNESS POST AND 1.0
 KF0255'FOOT NORTHWEST OF THE EDGE OF THE CUT BANK.
 KF0255'
 KF0255'THE DISTANCE TO THE REFERENCE MARKS WAS COMPUTED FROM SLOPE
 KF0255'MEASUREMENTS.
 KF0255'
 KF0255'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 KF0255
 KF0255                          STATION RECOVERY (1970)
 KF0255
 KF0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0255'5.6 MI E FROM JUNCTION CITY.
 KF0255'ABOUT 5.65 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0255'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0255'CITY, 0.3 MILE WEST OF ROAD OVERPASS NUMBER 13-48 OVER THE
 KF0255'HIGHWAY, ON THE TOP AND NEAR THE WEST END OF A 25-FOOT HIGH
 KF0255'ROCK CUT ALONG THE NORTH SIDE OF THE HIGHWAY, 107 FEET NORTH
 KF0255'OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, 60.9 FEET
 KF0255'SOUTH OF THE MORE SOUTHERLY OF TWO FENCE CORNERS AT A 10-FOOT
 KF0255'JOG IN A FENCE, 4.9 FEET WEST OF A METAL WITNESS POST, ABOUT
 KF0255'25 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 KF0255'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.  SEC 34, T 11S,
 KF0255'R 6E
 KF0255
 KF0255                          STATION RECOVERY (1986)
 KF0255
 KF0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1328 ***********************************************************************
 JF1328  DESIGNATION -  CLARK
 JF1328  PID         -  JF1328
 JF1328  STATE/COUNTY-  KS/WABAUNSEE
 JF1328  USGS QUAD   -  ESKRIDGE (1983)
 JF1328
 JF1328                         *CURRENT SURVEY CONTROL
 JF1328  ___________________________________________________________________
 JF1328* NAD 83(1997)-  38 51 59.04782(N)    096 07 16.40524(W)     ADJUSTED  
 JF1328* NAVD 88     -       479.8    (meters)    1574.     (feet)  VERTCON   
 JF1328  ___________________________________________________________________
 JF1328  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 JF1328  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 JF1328
 JF1328  HORZ ORDER  -  FIRST
 JF1328
 JF1328.The horizontal coordinates were established by classical geodetic methods
 JF1328.and adjusted by the National Geodetic Survey in October 1998..
 JF1328
 JF1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1328
 JF1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1328
 JF1328.The geoid height was determined by GEOID03.
 JF1328
 JF1328;                    North         East     Units Scale Factor Converg.
 JF1328;SPC KS N     -    60,867.677   563,042.165   MT  0.99997921   +1 11 19.4
 JF1328;SPC KS S     -   646,787.081   606,444.472   MT  1.00007306   +1 27 42.6
 JF1328;UTM  14      - 4,305,890.529   749,768.941   MT  1.00036826   +1 48 26.6
 JF1328
 JF1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1328!SPC KS N     -   0.99992953  x   0.99997921  =   0.99990874
 JF1328!SPC KS S     -   0.99992953  x   1.00007306  =   1.00000258
 JF1328!UTM  14      -   0.99992953  x   1.00036826  =   1.00029776
 JF1328
 JF1328|---------------------------------------------------------------------|
 JF1328| PID    Reference Object                     Distance      Geod. Az  |
 JF1328|                                                           dddmmss.s |
 JF1328| CL4504 CLARK RM 3                           13.361 METERS 11850     |
 JF1328| JF1327 ESKRIDGE MUNICIPAL TANK             APPROX. 0.9 KM 1343201.5 |
 JF1328| CL4505 CLARK RM 4                           13.828 METERS 21537     |
 JF1328| CL4503 CLARK AZ MK                                        2851816.0 |
 JF1328|---------------------------------------------------------------------|
 JF1328
 JF1328                          SUPERSEDED SURVEY CONTROL
 JF1328
 JF1328  NAD 83(1986)-  38 51 59.05460(N)    096 07 16.40300(W) AD(       ) 1
 JF1328  NAD 27      -  38 51 59.04401(N)    096 07 15.43049(W) AD(       ) 1
 JF1328  NGVD 29 (07/19/86)  479.6    (m)         1573.     (f) VERT ANG       
 JF1328
 JF1328.Superseded values are not recommended for survey control.
 JF1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1328.See file dsdata.txt to determine how the superseded data were derived.
 JF1328
 JF1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ4976905891(NAD 83)
 JF1328_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JF1328_SETTING: 0 = UNSPECIFIED SETTING
 JF1328
 JF1328  HISTORY     - Date     Condition        Report By
 JF1328  HISTORY     - 1888     MONUMENTED       CGS
 JF1328  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JF1328  HISTORY     - 1956     GOOD             CGS
 JF1328  HISTORY     - 1968     GOOD             CGS
 JF1328
 JF1328                          STATION DESCRIPTION
 JF1328
 JF1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1888 (FDG)
 JF1328'ABOUT 1 MILE NORTHWEST OF ESKRIDGE, ON THE SUMMIT OF A HIGH
 JF1328'RIDGE, IN THE NE 1/4 SEC. 6, T. 14 S., R. 12 E., ESKRIDGE TOWNSHIP,
 JF1328'ON LAND OWNED (1922) BY THE MARRETO BROTHERS.  TO THE WEST OF
 JF1328'THE STATION 128.0 METERS (420 FEET), IS A PUBLIC ROAD WHICH
 JF1328'TERMINATES AT A ROAD RUNNING NORTH AND SOUTH, THE STATION BEING
 JF1328'LOCATED ABOUT 8 OR 10 FEET NORTH OF THE PROLONGATION OF THE
 JF1328'SOUTH SIDE OF THIS ROAD.  ABOUT 2,000 FEET EAST IS A GOOD
 JF1328'SPRING.  THE UNDERGROUND, STATION AND WITNESS MARKS ARE DESCRIBED
 JF1328'IN NOTE 1, THE MARBLE POST BEARING THE INSCRIPTION F.D.G.
 JF1328'1888 ON THE SOUTH FACE.
 JF1328
 JF1328                          STATION RECOVERY (1934)
 JF1328
 JF1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JF1328'ORIGINAL DESCRIPTION CORRECT.  THE NORTH MARK IS 11.9 FEET FROM
 JF1328'THE STATION.  THE SOUTH MARK IS 12.9 FEET FROM THE STATION AND IS
 JF1328'BROKEN OFF ABOUT 4 INCHES BELOW THE SURFACE.
 JF1328
 JF1328                          STATION RECOVERY (1956)
 JF1328
 JF1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1328'THE STATION MARK AND NORTH REFERENCE STONE WERE RECOVERED AND FOUND
 JF1328'IN GOOD CONDITION.  THE SOUTH REFERENCE STONE WAS NOT FOUND.  THE
 JF1328'NORTH REFERENCE STONE WAS SO CLOSE TO THE STATION THAT AN
 JF1328'OBSERVATION WAS NOT MADE.  REFERENCE MARKS 3 AND 4 AND AN AZIMUTH
 JF1328'MARK WERE ESTABLISHED AT THIS TIME.
 JF1328'
 JF1328'A COMPLETE NEW DESCRIPTION FOLLOWS-
 JF1328'
 JF1328'THE STATION IS ON A HIGH PASTURE RIDGE ABOUT 1 MILE NORTHWEST OF
 JF1328'ESKRIDGE, ON THE PROPERTY OF MR. BILL BELDON.  IT IS ON THE
 JF1328'HIGHEST POINT OF THE RIDGE.  THE STATION MARK IS A GRANITE
 JF1328'POST, REINFORCED WITH CONCRETE, WITH A STANDARD STATION MARK
 JF1328'DISK SET IN THE TOP STAMPED CLARK 1888.  THE MARK IS FLUSH WITH
 JF1328'THE GROUND.
 JF1328'
 JF1328'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 99
 JF1328'AND STATE HIGHWAY 4 IN THE SOUTH SECTION OF ESKRIDGE, GO
 JF1328'NORTHWESTERLY ON HIGHWAY 99 AND 4 FOR 0.85 MILE TO A NARROW
 JF1328'GRAVELED ROAD RIGHT*.  TURN RIGHT AND GO NORTH ON THE NARROW
 JF1328'GRAVELED ROAD FOR 0.1 MILE TO A WIRE GATE.  CONTINUE NORTH
 JF1328'THROUGH THE GATE FOR ABOUT 100 FEET TO A WIRE GATE ON THE
 JF1328'RIGHT.  TURN RIGHT THROUGH THE GATE AND GO SOUTHEAST ACROSS THE
 JF1328'PASTURE FIELD FOR 0.1 MILE TO THE HIGHEST POINT AND THE MARK.
 JF1328'
 JF1328'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON
 JF1328'HIGHWAY 99 AND 4 FOR 0.5 MILE TO A GRAVELED SIDE ROAD RIGHT AND
 JF1328'THE MARK ON THE RIGHT.
 JF1328'
 JF1328'REFERENCE MARK 3 IS FLUSH AND THE DISK IS STAMPED CLARK NO 3 1888.
 JF1328'
 JF1328'REFERENCE MARK 4 IS FLUSH AND THE DISK IS STAMPED CLARK NO 4 1888.
 JF1328'
 JF1328'THE NORTH REFERENCE STONE IS 11.94 FEET, 3.640 METERS NORTH
 JF1328'OF THE STATION.  THE MARK IS A 4 X 4 INCH CONCRETE POST THAT
 JF1328'PROJECTS 1 INCH WITH A LINE CHISELED ACROSS THE TOP, IN LINE
 JF1328'WITH THE STATION.
 JF1328'
 JF1328'THE AZIMUTH MARK IS 61 FEET NORTH OF THE CENTERLINE OF STATE
 JF1328'HIGHWAY 99 AND 4, 25 FEET EAST OF THE CENTERLINE OF A GRAVELED
 JF1328'ROAD, 3 FEET EAST OF A WHITE WITNESS POST, 14 FEET WEST OF A
 JF1328'TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 2
 JF1328'INCHES AND THE DISK IS STAMPED CLARK 1888.
 JF1328'
 JF1328'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1328
 JF1328                          STATION RECOVERY (1968)
 JF1328
 JF1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1328'STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4,
 JF1328'STONE POST NORTH, AND THE AZIMUTH MARK WERE RECOVERED AS
 JF1328'PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION
 JF1328'WAS FOUND ADEQUATE FOR RECOVERY.
 JF1328'
 JF1328'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JF1328'
 JF1328'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE
 JF1328'NORTHWEST OF ESKRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0256 ***********************************************************************
 KF0256  DESIGNATION -  CLARK RM 1
 KF0256  PID         -  KF0256
 KF0256  STATE/COUNTY-  KS/GEARY
 KF0256  USGS QUAD   -  OGDEN (1982)
 KF0256
 KF0256                         *CURRENT SURVEY CONTROL
 KF0256  ___________________________________________________________________
 KF0256* NAD 83(1986)-  39 03 29.     (N)    096 44 52.     (W)     SCALED    
 KF0256* NAVD 88     -       363.118  (meters)    1191.33   (feet)  ADJUSTED  
 KF0256  ___________________________________________________________________
 KF0256  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 KF0256  DYNAMIC HT  -         362.872 (meters)    1190.52  (feet)  COMP
 KF0256  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 KF0256
 KF0256  VERT ORDER  -  SECOND    CLASS 0
 KF0256
 KF0256.The horizontal coordinates were scaled from a topographic map and have
 KF0256.an estimated accuracy of +/- 6 seconds.
 KF0256
 KF0256.The orthometric height was determined by differential leveling
 KF0256.and adjusted by the National Geodetic Survey in June 1991..
 KF0256
 KF0256.The geoid height was determined by GEOID03.
 KF0256
 KF0256.The dynamic height is computed by dividing the NAVD 88
 KF0256.geopotential number by the normal gravity value computed on the
 KF0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0256.degrees latitude (g = 980.6199 gals.).
 KF0256
 KF0256.The modeled gravity was interpolated from observed gravity values.
 KF0256
 KF0256;                    North         East    Units  Estimated Accuracy
 KF0256;SPC KS N     -    81,200.      508,380.      MT  (+/- 180 meters Scaled)
 KF0256
 KF0256                          SUPERSEDED SURVEY CONTROL
 KF0256
 KF0256  NGVD 29 (??/??/92)  363.001  (m)         1190.95   (f) ADJ UNCH    2 0
 KF0256
 KF0256.Superseded values are not recommended for survey control.
 KF0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0256.See file dsdata.txt to determine how the superseded data were derived.
 KF0256
 KF0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ948256(NAD 83)
 KF0256_MARKER: DR = REFERENCE MARK DISK
 KF0256_SETTING: 66 = SET IN ROCK OUTCROP
 KF0256_SP_SET: ROCK CUT
 KF0256_STAMPING: CLARK NO 1 1970
 KF0256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0256+STABILITY: POSITION/ELEVATION WELL
 KF0256
 KF0256  HISTORY     - Date     Condition        Report By
 KF0256  HISTORY     - 1970     MONUMENTED       NGS
 KF0256
 KF0256                          STATION DESCRIPTION
 KF0256
 KF0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0256'5.6 MI E FROM JUNCTION CITY.
 KF0256'ABOUT 5.65 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0256'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0256'CITY, ON THE TOP OF A 25-FOOT HIGH ROCK CUT FOR THE HIGHWAY,
 KF0256'76 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 KF0256'HIGHWAY, SET IN THE TOP OF THE SOUTHEAST CORNER OF A ROCK THAT
 KF0256'IS ABOUT 7 FEET LONG AND IS A PART OF THE ROCK CUT, 2 FEET
 KF0256'NORTHWEST OF THE SOUTHEAST CORNER OF THE ROCK, 57.80 FEET
 KF0256'SOUTHEAST OF THE STATION MARK, AND ABOUT 20 FEET ABOVE THE
 KF0256'LEVEL OF THE HIGHWAY.  SEC 34, T 11S, R 6 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0254 ***********************************************************************
 KF0254  DESIGNATION -  CLARK RM 2
 KF0254  PID         -  KF0254
 KF0254  STATE/COUNTY-  KS/GEARY
 KF0254  USGS QUAD   -  OGDEN (1982)
 KF0254
 KF0254                         *CURRENT SURVEY CONTROL
 KF0254  ___________________________________________________________________
 KF0254* NAD 83(1986)-  39 03 29.     (N)    096 44 52.     (W)     SCALED    
 KF0254* NAVD 88     -       363.087  (meters)    1191.23   (feet)  ADJUSTED  
 KF0254  ___________________________________________________________________
 KF0254  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 KF0254  DYNAMIC HT  -         362.840 (meters)    1190.42  (feet)  COMP
 KF0254  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 KF0254
 KF0254  VERT ORDER  -  SECOND    CLASS 0
 KF0254
 KF0254.The horizontal coordinates were scaled from a topographic map and have
 KF0254.an estimated accuracy of +/- 6 seconds.
 KF0254
 KF0254.The orthometric height was determined by differential leveling
 KF0254.and adjusted by the National Geodetic Survey in June 1991..
 KF0254
 KF0254.The geoid height was determined by GEOID03.
 KF0254
 KF0254.The dynamic height is computed by dividing the NAVD 88
 KF0254.geopotential number by the normal gravity value computed on the
 KF0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0254.degrees latitude (g = 980.6199 gals.).
 KF0254
 KF0254.The modeled gravity was interpolated from observed gravity values.
 KF0254
 KF0254;                    North         East    Units  Estimated Accuracy
 KF0254;SPC KS N     -    81,200.      508,380.      MT  (+/- 180 meters Scaled)
 KF0254
 KF0254                          SUPERSEDED SURVEY CONTROL
 KF0254
 KF0254  NGVD 29 (??/??/92)  362.970  (m)         1190.84   (f) ADJ UNCH    2 0
 KF0254
 KF0254.Superseded values are not recommended for survey control.
 KF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0254.See file dsdata.txt to determine how the superseded data were derived.
 KF0254
 KF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ948256(NAD 83)
 KF0254_MARKER: DR = REFERENCE MARK DISK
 KF0254_SETTING: 66 = SET IN ROCK OUTCROP
 KF0254_SP_SET: ROCK CUT
 KF0254_STAMPING: CLARK NO 2 1970
 KF0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0254+STABILITY: POSITION/ELEVATION WELL
 KF0254
 KF0254  HISTORY     - Date     Condition        Report By
 KF0254  HISTORY     - 1970     MONUMENTED       NGS
 KF0254
 KF0254                          STATION DESCRIPTION
 KF0254
 KF0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0254'5.6 MI E FROM JUNCTION CITY.
 KF0254'ABOUT 5.65 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0254'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0254'CITY, ON THE TOP OF A 25-FOOT HIGH ROCK CUT FOR THE HIGHWAY,
 KF0254'75 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 KF0254'HIGHWAY, SET IN THE TOP OF THE SOUTH EDGE OF THE ROCK PORTION
 KF0254'OF THE CUT, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KF0254'SEC 34, T 11S, R 6E NOTE-- THIS MARK IS 32.40 FEET SOUTH OF THE
 KF0254'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1006 ***********************************************************************
 HH1006  DESIGNATION -  CLASS
 HH1006  PID         -  HH1006
 HH1006  STATE/COUNTY-  KS/HASKELL
 HH1006  USGS QUAD   -  WEST OF COPELAND (1978)
 HH1006
 HH1006                         *CURRENT SURVEY CONTROL
 HH1006  ___________________________________________________________________
 HH1006* NAD 83(1997)-  37 33 59.83655(N)    100 52 13.93990(W)     ADJUSTED  
 HH1006* NAVD 88     -       898.     (meters)    2946.     (feet)  SCALED    
 HH1006  ___________________________________________________________________
 HH1006  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HH1006  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 HH1006
 HH1006  HORZ ORDER  -  SECOND
 HH1006
 HH1006.The horizontal coordinates were established by classical geodetic methods
 HH1006.and adjusted by the National Geodetic Survey in October 1998..
 HH1006
 HH1006.The orthometric height was scaled from a topographic map.
 HH1006
 HH1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1006
 HH1006.The geoid height was determined by GEOID03.
 HH1006
 HH1006;                    North         East     Units Scale Factor Converg.
 HH1006;SPC KS S     -   502,543.250   190,602.499   MT  0.99995458   -1 27 24.3
 HH1006;UTM  14      - 4,159,376.933   334,802.334   MT  0.99993616   -1 08 26.5
 HH1006
 HH1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1006!SPC KS S     -   0.99986313  x   0.99995458  =   0.99981772
 HH1006!UTM  14      -   0.99986313  x   0.99993616  =   0.99979930
 HH1006
 HH1006|---------------------------------------------------------------------|
 HH1006| PID    Reference Object                     Distance      Geod. Az  |
 HH1006|                                                           dddmmss.s |
 HH1006| CK8352 CLASS RM 1                           15.776 METERS 00435     |
 HH1006| HH0974 SUBLETTE SW BELL BEL MICROWAVE      APPROX.10.9 KM 1642318.4 |
 HH1006| HH0973 SUBLETTE RAD STA KAY 321 TWR        APPROX. 8.9 KM 1650710.5 |
 HH1006| HH0977 SUBLETTE MUNICIPAL WATER TANK       APPROX. 9.6 KM 1665334.8 |
 HH1006| HH0975 SUBLETTE ATT MICROWAVE              APPROX.10.3 KM 1713218.6 |
 HH1006| CK8353 CLASS RM 2                           22.939 METERS 17634     |
 HH1006| CK8351 CLASS AZ MK                                        1841114.4 |
 HH1006|---------------------------------------------------------------------|
 HH1006
 HH1006                          SUPERSEDED SURVEY CONTROL
 HH1006
 HH1006  NAD 83(1997)-  37 33 59.84334(N)    100 52 13.93669(W) AD(       ) 2
 HH1006  NAD 83(1986)-  37 33 59.84230(N)    100 52 13.93939(W) AD(       ) 2
 HH1006  NAD 27      -  37 33 59.75877(N)    100 52 12.34238(W) AD(       ) 2
 HH1006
 HH1006.Superseded values are not recommended for survey control.
 HH1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1006.See file dsdata.txt to determine how the superseded data were derived.
 HH1006
 HH1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG3480259377(NAD 83)
 HH1006_MARKER: DS = TRIANGULATION STATION DISK
 HH1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH1006
 HH1006  HISTORY     - Date     Condition        Report By
 HH1006  HISTORY     - 1961     MONUMENTED       CGS
 HH1006
 HH1006                          STATION DESCRIPTION
 HH1006
 HH1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1006'THE STATION IS ABOUT 7 MILES NORTH OF SUBLETTE, 12 MILES
 HH1006'NORTHEAST OF SATANTA, IN THE SOUTHWEST QUARTER SECTION 31, T 28 S,
 HH1006'R 32 W, AND ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 83.
 HH1006'
 HH1006'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160,
 HH1006'83 AND STATE HIGHWAY 144, 6 MILES NORTH OF SUBLETTE, GO NORTH
 HH1006'ON U.S. HIGHWAY 83 FOR 0.3 MILE TO THE STATION ON THE RIGHT,
 HH1006'EAST, SIDE OF THE ROAD.
 HH1006'
 HH1006'STATION MARKS ARE STANDARD DISKS STAMPED CLASS 1961.  THE
 HH1006'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HH1006'SURFACE OF THE GROUND.  IT IS 76 FEET NORTH OF A TELEPHONE
 HH1006'POLE, 75 FEET NORTH OF A METAL WITNESS POST, 54.5 FEET EAST
 HH1006'OF THE CENTER LINE OF U.S. HIGHWAY 83 AND 54 FEET SOUTH OF
 HH1006'A TELEPHONE POLE.  THE UNDERGROUND DISK IS SET 40 INCHES
 HH1006'BELOW THE SURFACE IN AN IRREGULAR MASS OF CONCRETE.
 HH1006'
 HH1006'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLASS NO 1 1961,
 HH1006'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HH1006'IS 58.5 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 83 AND
 HH1006'1.5 FEET SOUTH OF A TELEPHONE POLE.
 HH1006'
 HH1006'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLASS NO 2 1961,
 HH1006'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HH1006'IT IS 59 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 83,
 HH1006'1.7 FEET NORTH OF THE METAL WITNESS POST AND 1 FOOT NORTH OF
 HH1006'A TELEPHONE POLE.
 HH1006'
 HH1006'AZIMUTH MARK, A STANDARD DISK STAMPED CLASS 1961, IS SET IN A
 HH1006'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 241
 HH1006'FEET SOUTHWEST OF THE CENTER OF JUNCTION OF U.S. HIGHWAYS
 HH1006'160, 83 AND STATE HIGHWAY 144, 77 FEET WEST OF THE CENTER
 HH1006'LINE OF U.S. HIGHWAYS 160 AND 83, 2.5 FEET NORTHWEST OF A
 HH1006'METAL WITNESS POST AND 1.5 FEET NORTHWEST OF A POWER POLE.
 HH1006'
 HH1006'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS
 HH1006'160, 83 AND STATE HIGHWAY 144, GO SOUTH ON U.S. HIGHWAYS
 HH1006'160 AND 83 FOR .05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HH1006'
 HH1006'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0940 ***********************************************************************
 GK0940  DESIGNATION -  CLAUDE
 GK0940  PID         -  GK0940
 GK0940  STATE/COUNTY-  KS/MORTON
 GK0940  USGS QUAD   -  HOUGH NW (1973)
 GK0940
 GK0940                         *CURRENT SURVEY CONTROL
 GK0940  ___________________________________________________________________
 GK0940* NAD 83(1997)-  36 59 42.48604(N)    101 37 40.14338(W)     ADJUSTED  
 GK0940* NAVD 88     -      1023.5    (meters)    3358.     (feet)  VERTCON   
 GK0940  ___________________________________________________________________
 GK0940  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 GK0940  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 GK0940
 GK0940  HORZ ORDER  -  SECOND
 GK0940
 GK0940.The horizontal coordinates were established by classical geodetic methods
 GK0940.and adjusted by the National Geodetic Survey in October 1998..
 GK0940
 GK0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0940
 GK0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0940
 GK0940.The geoid height was determined by GEOID03.
 GK0940
 GK0940;                    North         East     Units Scale Factor Converg.
 GK0940;SPC KS S     -   441,125.996   121,604.269   MT  1.00006446   -1 55 19.7
 GK0940;UTM  14      - 4,097,560.952   266,149.412   MT  1.00027373   -1 34 55.2
 GK0940
 GK0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0940!SPC KS S     -   0.99984342  x   1.00006446  =   0.99990787
 GK0940!UTM  14      -   0.99984342  x   1.00027373  =   1.00011711
 GK0940
 GK0940|---------------------------------------------------------------------|
 GK0940| PID    Reference Object                     Distance      Geod. Az  |
 GK0940|                                                           dddmmss.s |
 GK0940| CM8686 CLAUDE RM 1                          15.692 METERS 02551     |
 GK0940| CM8687 CLAUDE RM 2                          27.401 METERS 09527     |
 GK0940| HH0791 ROLLA COOP EQUITY ELEV              APPROX.14.1 KM 3594412.4 |
 GK0940|---------------------------------------------------------------------|
 GK0940
 GK0940                          SUPERSEDED SURVEY CONTROL
 GK0940
 GK0940  NAD 83(1997)-  36 59 42.48607(N)    101 37 40.14262(W) AD(       ) 2
 GK0940  NAD 83(1986)-  36 59 42.49410(N)    101 37 40.13353(W) AD(       ) 2
 GK0940  NAD 27      -  36 59 42.39496(N)    101 37 38.55668(W) AD(       ) 2
 GK0940  NGVD 29 (07/19/86) 1023.1    (m)         3357.     (f) VERT ANG       
 GK0940
 GK0940.Superseded values are not recommended for survey control.
 GK0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0940.See file dsdata.txt to determine how the superseded data were derived.
 GK0940
 GK0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF6614997561(NAD 83)
 GK0940_MARKER: DD = SURVEY DISK
 GK0940_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GK0940+WITH SETTING: INFORMATION.
 GK0940_SP_SET: PREFABRICATED CONCRETE POST
 GK0940
 GK0940  HISTORY     - Date     Condition        Report By
 GK0940  HISTORY     - 1972     MONUMENTED       USGS
 GK0940
 GK0940                          STATION DESCRIPTION
 GK0940
 GK0940'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 GK0940'STATION IS ABOUT 8.7 MI. S. OF INTERSECTION OF U. S. HIGHWAY 56
 GK0940'AND STATE HIGHWAY 51 AT NE. CORNER OF ROLLA, NEAR S. COR. SECS. 23
 GK0940'AND 24, T. 35 S., R. 40W.
 GK0940'
 GK0940'TO REACH FROM INTERSECTION OF U. S. HIGHWAY 56 AND STATE HIGHWAY 51
 GK0940'AT NE. CORNER OF ROLLA, GO S. ON PAVED RD. ABOUT 8.7 MI. TO STATE
 GK0940'LINE AND THE STATION.
 GK0940'
 GK0940'STATION MARK STAMPED ET CLAUDE 1972 IS 71 FT. N. AND 53 FT. W. OF
 GK0940'PROJECTED CENTER LINE OF N.-S. RD. AT CENTER LINE E.-W. RD., 3 FT.
 GK0940'N. AND 10 FT. W. OF TELEPHONE POLE, 3 FT. N. AND 9 FT. W. OF USGS
 GK0940'WITNESS POST.
 GK0940'
 GK0940'REFERENCE MARK NO. 1 STAMPED CLAUDE NO 1 1972 IS NNE. OF STATION, 121
 GK0940'FT. N. AND 32 FT. W. OF PROJECTED CENTER LINE OF N.-S. RD. AT CENTER
 GK0940'LINE E.-W. RD.
 GK0940'
 GK0940'REFERENCE MARK NO 2. STAMPED CLAUDE NO 2 1972 IS ESE. OF STATION, 63
 GK0940'FT. N. AND 37 FT. E. OF PROJECTED CENTER LINE OF N.-S. RD. AT CENTER
 GK0940'LINE E.-W. RD., 2 FT. W. OF TELEPHONE POLE.
 GK0940'
 GK0940'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS
 GK0940'CENTERED IN 6-IN. DIAMETER SECTIONS OF WHITE PLASTIC PIPE 12 IN.
 GK0940'LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS SET
 GK0940'FLUSH WITH THE GROUND.
 GK0940'
 GK0940'HEIGHT OF INSTRUMENT 4.86 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1563 ***********************************************************************
 JF1563  DESIGNATION -  CLAY
 JF1563  PID         -  JF1563
 JF1563  STATE/COUNTY-  KS/RENO
 JF1563  USGS QUAD   -  HUTCHINSON SE (1978)
 JF1563
 JF1563                         *CURRENT SURVEY CONTROL
 JF1563  ___________________________________________________________________
 JF1563* NAD 83(1997)-  38 01 41.21326(N)    097 51 50.63652(W)     ADJUSTED  
 JF1563* NAVD 88     -       460.5    (meters)    1511.     (feet)  VERTCON   
 JF1563  ___________________________________________________________________
 JF1563  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JF1563  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 JF1563
 JF1563  HORZ ORDER  -  FIRST
 JF1563
 JF1563.The horizontal coordinates were established by classical geodetic methods
 JF1563.and adjusted by the National Geodetic Survey in October 1998..
 JF1563
 JF1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1563
 JF1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1563
 JF1563.The geoid height was determined by GEOID03.
 JF1563
 JF1563;                    North         East     Units Scale Factor Converg.
 JF1563;SPC KS S     -   551,290.868   455,830.436   MT  0.99993777   +0 23 26.9
 JF1563;UTM  14      - 4,209,543.290   599,695.500   MT  0.99972241   +0 41 59.5
 JF1563
 JF1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1563!SPC KS S     -   0.99993215  x   0.99993777  =   0.99986993
 JF1563!UTM  14      -   0.99993215  x   0.99972241  =   0.99965458
 JF1563
 JF1563:                Primary Azimuth Mark                     Grid Az
 JF1563:SPC KS S     -  BUHLER TV STA KARD MICROWAVE             044 19 19.1
 JF1563:UTM  14      -  BUHLER TV STA KARD MICROWAVE             044 00 46.5
 JF1563
 JF1563|---------------------------------------------------------------------|
 JF1563| PID    Reference Object                     Distance      Geod. Az  |
 JF1563|                                                           dddmmss.s |
 JF1563| JF1561 BUHLER TV STA KARD MICROWAVE        APPROX.11.1 KM 0444246.0 |
 JF1563| JF1559 HUTCHINSON TV STA KTVH MAST         APPROX. 9.5 KM 0674509.0 |
 JF1563| JF1562 HUTCHINSON TV STA KPTS MAST         APPROX. 8.3 KM 0680159.1 |
 JF1563| CL4509 CLAY RM 1                            29.166 METERS 23802     |
 JF1563| JG0736 HUTCHINSON HWY DEPT RAD MAST        APPROX.14.4 KM 2831855.8 |
 JF1563| CL4511 CLAY RM 3                                          28557     |
 JF1563| JF1579 HUTCHINSON CO FIRE STA MAST         APPROX.10.5 KM 2882703.1 |
 JF1563| JF1574 HUTCHINSON LETT ELEC RAD MST        APPROX. 6.5 KM 2962729.7 |
 JF1563| JF1568 HUTCHINSON RAD STA KWBW MAST        APPROX.10.1 KM 2990457.7 |
 JF1563| JF1577 HUTCHINSON N MUN TANK               APPROX. 9.9 KM 3134339.8 |
 JF1563| CL4510 CLAY RM 2                            33.583 METERS 31619     |
 JF1563| JF1572 HUTCHINSON DETROITER MOBILE TK      APPROX. 2.7 KM 3174550.2 |
 JF1563| JF1583 HUTCHINSON SW BELL MICROWAVE        APPROX.15.2 KM 3282918.6 |
 JF1563| JF1571 HUTCHINSON E MUN TANK               APPROX. 4.5 KM 3364139.1 |
 JF1563| JF1564 AIRPORT BCN HUTCHINSON MUN APT      APPROX. 4.2 KM 3560116.7 |
 JF1563|---------------------------------------------------------------------|
 JF1563
 JF1563                          SUPERSEDED SURVEY CONTROL
 JF1563
 JF1563  NAD 83(1997)-  38 01 41.22194(N)    097 51 50.63680(W) AD(       ) 1
 JF1563  NAD 83(1986)-  38 01 41.22231(N)    097 51 50.63604(W) AD(       ) 1
 JF1563  NAD 27      -  38 01 41.18099(N)    097 51 49.45219(W) AD(       ) 1
 JF1563  NGVD 29 (07/19/86)  460.3    (m)         1510.     (f) VERT ANG       
 JF1563
 JF1563.Superseded values are not recommended for survey control.
 JF1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1563.See file dsdata.txt to determine how the superseded data were derived.
 JF1563
 JF1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9969509543(NAD 83)
 JF1563_MARKER: DS = TRIANGULATION STATION DISK
 JF1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1563_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1563
 JF1563  HISTORY     - Date     Condition        Report By
 JF1563  HISTORY     - 1972     MONUMENTED       NGS
 JF1563
 JF1563                          STATION DESCRIPTION
 JF1563
 JF1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1563'THE STATION IS ABOUT 4 MILES EAST AND 2 MILES SOUTH OF THE
 JF1563'CENTER OF HUTCHINSON, IN THE NORTHWEST 1/4 OF SECTION 27,
 JF1563'T 23 S., R 5 W., ON PRIVATE PROPERTY OWNED BY MR. RALPH RAYL.
 JF1563'
 JF1563'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JF1563'STATE HIGHWAY 61 IN THE SOUTHEAST SECTION OF HUTCHINSON, GO
 JF1563'EAST ON U.S. HIGHWAY 50 FOR 2.0 MILES TO A JUNCTION, REFERENCE
 JF1563'MARK 3 IS ON U.S. HIGHWAY 50 RIGHT-OF-WAY IN THE NORTHWEST
 JF1563'CORNER OF THE JUNCTION, CONTINUE EAST ON U.S. HIGHWAY 50 FOR
 JF1563'0.1 MILE TO A PRIVATE DRIVE, TURN RIGHT AND GO SOUTH FOR 150
 JF1563'FEET TO THE STATION ON THE LEFT.
 JF1563'
 JF1563'STATION MARKS ARE STANDARD DISKS, STAMPED CLAY 1972.  THE SURFACE
 JF1563'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1563'THAT IS FLUSH WITH THE GROUND.  IT IS 164.0 FEET SOUTH OF THE
 JF1563'CENTER OF U.S. HIGHWAY 50, 157.0 FEET EAST OF THE NORTHEAST
 JF1563'CORNER OF THE ROCK FOUNDATION OF A FRAME HOUSE, 111.0 FEET
 JF1563'SOUTHEAST OF A POWER LINE POLE IN THE RIGHT-OF-WAY FENCE AND
 JF1563'94.0 FEET EAST OF THE CENTER OF THE GRAVEL DRIVEWAY.  THE
 JF1563'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 JF1563'42 INCHES BELOW THE GROUND SURFACE.
 JF1563'
 JF1563'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLAY NO 1 1972,
 JF1563'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1563'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 130.5
 JF1563'FEET SOUTH OF THE WITNESS POST NEAR REFERENCE MARK 2, 20.0 FEET
 JF1563'EAST OF THE CENTER OF THE GRAVEL DRIVEWAY, 1.5 FEET EAST OF
 JF1563'A POWER LINE POLE AND ABOUT 0.5 FOOT HIGHER THAN THE ELEVATION
 JF1563'OF THE STATION.
 JF1563'
 JF1563'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLAY NO 2 1972,
 JF1563'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1563'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 89.0
 JF1563'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 50, 17.0 FEET EAST
 JF1563'OF THE CENTER OF A GRAVEL DRIVEWAY, 1.5 FEET SOUTHWEST OF A
 JF1563'WITNESS POST IN THE FENCE LINE, 0.8 FOOT SOUTH OF A FENCE
 JF1563'AND 1 FOOT HIGHER THAN THE ELEVATION OF THE STATION.
 JF1563'
 JF1563'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CLAY NO 3 1972, SET
 JF1563'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JF1563'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 61.5 FEET NORTH
 JF1563'OF THE CENTER OF U.S. HIGHWAY 50, 21.5 FEET WEST OF A FENCE
 JF1563'CORNER AND POWER LINE POLE, 1.8 FEET EAST OF THE WITNESS POST
 JF1563'AND 1.1 FEET SOUTH OF THE FENCE LINE.
 JF1563'
 JF1563'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0838 ***********************************************************************
 KF0838  DESIGNATION -  CLAY
 KF0838  PID         -  KF0838
 KF0838  STATE/COUNTY-  KS/CLAY
 KF0838  USGS QUAD   -  CLAY CENTER NE (1964)
 KF0838
 KF0838                         *CURRENT SURVEY CONTROL
 KF0838  ___________________________________________________________________
 KF0838* NAD 83(1997)-  39 23 30.43243(N)    097 07 22.04716(W)     ADJUSTED  
 KF0838* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 KF0838  ___________________________________________________________________
 KF0838  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 KF0838  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 KF0838
 KF0838  HORZ ORDER  -  FIRST
 KF0838
 KF0838.The horizontal coordinates were established by classical geodetic methods
 KF0838.and adjusted by the National Geodetic Survey in October 1998..
 KF0838
 KF0838.The orthometric height was scaled from a topographic map.
 KF0838
 KF0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0838
 KF0838.The geoid height was determined by GEOID03.
 KF0838
 KF0838;                    North         East     Units Scale Factor Converg.
 KF0838;SPC KS N     -   117,867.215   475,564.408   MT  0.99995987   +0 33 18.1
 KF0838;UTM  14      - 4,361,935.989   661,656.272   MT  0.99992176   +1 11 29.7
 KF0838
 KF0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0838!SPC KS N     -   0.99994308  x   0.99995987  =   0.99990295
 KF0838!UTM  14      -   0.99994308  x   0.99992176  =   0.99986485
 KF0838
 KF0838|---------------------------------------------------------------------|
 KF0838| PID    Reference Object                     Distance      Geod. Az  |
 KF0838|                                                           dddmmss.s |
 KF0838| CN8120 CLAY RM 1                            35.838 METERS 03958     |
 KF0838| CN8119 CLAY AZ MK                                         1215351.9 |
 KF0838| CN8121 CLAY RM 2                            46.488 METERS 15018     |
 KF0838| KF0846 WAKEFIELD TANK                      APPROX.22.0 KM 1551017.0 |
 KF0838| KF0843 CLAY CENTER COURTHOUSE SPIRE        APPROX. 1.7 KM 1880435.1 |
 KF0838| KF0842 MORGANVILLE TANK                    APPROX.10.7 KM 3212417.2 |
 KF0838| KF0821 CLIFTON MUNICIPAL STANDPIPE         APPROX.23.7 KM 3253611.8 |
 KF0838| KF0822 CLIFTON ST MARYS CATHOLIC CH        APPROX.24.0 KM 3254202.0 |
 KF0838|---------------------------------------------------------------------|
 KF0838
 KF0838                          SUPERSEDED SURVEY CONTROL
 KF0838
 KF0838  NAD 83(1986)-  39 23 30.43942(N)    097 07 22.04579(W) AD(       ) 1
 KF0838  NAD 27      -  39 23 30.45100(N)    097 07 20.97700(W) AD(       ) 1
 KF0838
 KF0838.Superseded values are not recommended for survey control.
 KF0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0838.See file dsdata.txt to determine how the superseded data were derived.
 KF0838
 KF0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6165661936(NAD 83)
 KF0838_MARKER: DS = TRIANGULATION STATION DISK
 KF0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF0838
 KF0838  HISTORY     - Date     Condition        Report By
 KF0838  HISTORY     - 1935     MONUMENTED       CGS
 KF0838
 KF0838                          STATION DESCRIPTION
 KF0838
 KF0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0838'STATION IS IN THE NORTHEAST PART OF CLAY CENTER, AT THE
 KF0838'NORTHWEST CORNER OF THE INTERSECTION OF LIBERTY AVENUE AND
 KF0838'SEVENTH STREET.  MARK IS 44.0 FEET NORTH OF CENTERLINE OF
 KF0838'LIBERTY AVENUE, 49.5 FEET WEST OF CENTERLINE OF SEVENTH STREET,
 KF0838'AND 115 FEET NORTHEAST OF NORTHEAST CORNER OF CITY HOSPITAL.
 KF0838'STATION IS ON THE HIGHEST GROUND IN CITY.
 KF0838'
 KF0838'REFERENCE MARK NO. 1 IS 117.58 FEET (35.838 METERS) NORTHEAST
 KF0838'OF STATION, 22 FEET EAST OF CENTERLINE OF SEVENTH STREET.
 KF0838'
 KF0838'REFERENCE MARK NO. 2 IS 152.52 FEET (46.488 METERS) SOUTHEAST
 KF0838'OF STATION, 24 FEET EAST OF CENTERLINE OF SEVENTH STREET, AND
 KF0838'70 FEET SOUTH OF CENTERLINE OF LIBERTY AVENUE.
 KF0838'
 KF0838'AZIMUTH MARK IS LOCATED 0.3 MILE EAST-SOUTHEAST OF STATION, 25
 KF0838'FEET EAST OF CENTERLINE OF DIRT ROAD.  TO REACH FROM STATION, GO
 KF0838'NORTH ON SEVENTH STREET FOR 0.15 MILE TO CORNER, THENCE RIGHT
 KF0838'(EAST) FOR 0.2 MILE TO CORNER, THENCE RIGHT (SOUTH) FOR 0.25
 KF0838'MILE TO MARK ON LEFT (EAST).
 KF0838'
 KF0838'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0843 ***********************************************************************
 KF0843  DESIGNATION -  CLAY CENTER COURTHOUSE SPIRE
 KF0843  PID         -  KF0843
 KF0843  STATE/COUNTY-  KS/CLAY
 KF0843  USGS QUAD   -  CLAY CENTER NW (1964)
 KF0843
 KF0843                         *CURRENT SURVEY CONTROL
 KF0843  ___________________________________________________________________
 KF0843* NAD 83(1997)-  39 22 36.35197(N)    097 07 31.93512(W)     ADJUSTED  
 KF0843* NAVD 88     -                                                        
 KF0843  ___________________________________________________________________
 KF0843  LAPLACE CORR-          -6.84  (seconds)                    DEFLEC99
 KF0843  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 KF0843
 KF0843  HORZ ORDER  -  THIRD
 KF0843
 KF0843.The horizontal coordinates were established by classical geodetic methods
 KF0843.and adjusted by the National Geodetic Survey in October 1998..
 KF0843
 KF0843
 KF0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0843
 KF0843.The geoid height was determined by GEOID03.
 KF0843
 KF0843;                    North         East     Units Scale Factor Converg.
 KF0843;SPC KS N     -   116,197.248   475,343.918   MT  0.99995926   +0 33 11.8
 KF0843;UTM  14      - 4,360,263.740   661,454.350   MT  0.99992096   +1 11 22.0
 KF0843
 KF0843                          SUPERSEDED SURVEY CONTROL
 KF0843
 KF0843  NAD 83(1986)-  39 22 36.35930(N)    097 07 31.93308(W) AD(       ) 4
 KF0843  NAD 27      -  39 22 36.37600(N)    097 07 30.86400(W) AD(       ) 3
 KF0843
 KF0843.Superseded values are not recommended for survey control.
 KF0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0843.See file dsdata.txt to determine how the superseded data were derived.
 KF0843
 KF0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6145460264(NAD 83)
 KF0843_MARKER: 89 = SPIRE
 KF0843
 KF0843  HISTORY     - Date     Condition        Report By
 KF0843  HISTORY     - 1935     FIRST OBSERVED   CGS
 KF0843
 KF0843                          STATION DESCRIPTION
 KF0843
 KF0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0843'POINT OBSERVED UPON IS THE TIP OF SPIRE ON TOP OF THE CLAY
 KF0843'COUNTY COURTHOUSE, LOCATED IN THE CENTER OF TOWN.  SPIRE IS
 KF0843'ABOUT 80 FEET HIGH.
 KF0843'
 KF0843'STATION OBSERVED UPON FROM TRIANGULATION STATIONS OAK, CLAY,
 KF0843'AND SWEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0840 ***********************************************************************
 KF0840  DESIGNATION -  CLAY CENTER REA RADIO MAST
 KF0840  PID         -  KF0840
 KF0840  STATE/COUNTY-  KS/CLAY
 KF0840  USGS QUAD   -  CLAY CENTER SE (1964)
 KF0840
 KF0840                         *CURRENT SURVEY CONTROL
 KF0840  ___________________________________________________________________
 KF0840* NAD 83(1997)-  39 21 52.67797(N)    097 05 33.00861(W)     ADJUSTED  
 KF0840* NAVD 88     -                                                        
 KF0840  ___________________________________________________________________
 KF0840  LAPLACE CORR-          -8.09  (seconds)                    DEFLEC99
 KF0840  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 KF0840
 KF0840  HORZ ORDER  -  THIRD
 KF0840
 KF0840.The horizontal coordinates were established by classical geodetic methods
 KF0840.and adjusted by the National Geodetic Survey in October 1998..
 KF0840
 KF0840
 KF0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0840
 KF0840.The geoid height was determined by GEOID03.
 KF0840
 KF0840;                    North         East     Units Scale Factor Converg.
 KF0840;SPC KS N     -   114,878.487   478,203.638   MT  0.99995882   +0 34 27.1
 KF0840;UTM  14      - 4,358,976.847   664,328.441   MT  0.99993249   +1 12 36.4
 KF0840
 KF0840                          SUPERSEDED SURVEY CONTROL
 KF0840
 KF0840  NAD 83(1986)-  39 21 52.68731(N)    097 05 33.01063(W) AD(       ) 4
 KF0840  NAD 83(1986)-  39 21 52.67461(N)    097 05 33.04183(W) AD(       ) 4
 KF0840  NAD 27      -  39 21 52.68000(N)    097 05 31.98000(W) AD(       ) 3
 KF0840
 KF0840.Superseded values are not recommended for survey control.
 KF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0840.See file dsdata.txt to determine how the superseded data were derived.
 KF0840
 KF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6432858977(NAD 83)
 KF0840_MARKER: 42 = RADIO/TV MAST
 KF0840
 KF0840  HISTORY     - Date     Condition        Report By
 KF0840  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0840  HISTORY     - 1987     GOOD             NOS
 KF0840
 KF0840                          STATION DESCRIPTION
 KF0840
 KF0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0840'THE STATION IS LOCATED ABOUT 2.0 MILES EAST-SOUTHEAST OF
 KF0840'CLAY CENTER, 100 YARDS SOUTH OF AN EAST-WEST ROAD ON THE
 KF0840'HIGHEST POINT OF A SMALL HILL.
 KF0840'
 KF0840'IT IS A TRIANGULAR SHAPED STEEL STRUCTURE WITH AN OVERALL
 KF0840'HEIGHT OF 200 FEET.
 KF0840'
 KF0840'THE TOP OF THE MAST WAS OBSERVED.
 KF0840'
 KF0840'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURT
 KF0840'HOUSE SQUARE IN CLAY CENTER, GO SOUTH ON STATE HIGHWAY 15 FOR
 KF0840'0.4 MILE TO A CROSSROAD, TURN LEFT AND GO EAST FOR 2.0 MILES
 KF0840'TO STATION ON RIGHT.
 KF0840
 KF0840                          STATION RECOVERY (1987)
 KF0840
 KF0840'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JDS)
 KF0840'THE STATION WAS RECOVERED AT THIS DATE.
 KF0840'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 KF0840'
 KF0840'RECOVERED BY J D SHEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0839 ***********************************************************************
 KF0839  DESIGNATION -  CLAY CENTER ST PAUL CHURCH
 KF0839  PID         -  KF0839
 KF0839  STATE/COUNTY-  KS/CLAY
 KF0839  USGS QUAD   -  CLAY CENTER NE (1964)
 KF0839
 KF0839                         *CURRENT SURVEY CONTROL
 KF0839  ___________________________________________________________________
 KF0839* NAD 83(1997)-  39 22 41.02664(N)    097 07 08.19675(W)     ADJUSTED  
 KF0839* NAVD 88     -                                                        
 KF0839  ___________________________________________________________________
 KF0839  LAPLACE CORR-          -7.01  (seconds)                    DEFLEC99
 KF0839  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 KF0839
 KF0839  HORZ ORDER  -  THIRD
 KF0839
 KF0839.The horizontal coordinates were established by classical geodetic methods
 KF0839.and adjusted by the National Geodetic Survey in October 1998..
 KF0839
 KF0839
 KF0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0839
 KF0839.The geoid height was determined by GEOID03.
 KF0839
 KF0839;                    North         East     Units Scale Factor Converg.
 KF0839;SPC KS N     -   116,346.908   475,910.638   MT  0.99995931   +0 33 26.8
 KF0839;UTM  14      - 4,360,419.677   662,019.352   MT  0.99992321   +1 11 37.2
 KF0839
 KF0839                          SUPERSEDED SURVEY CONTROL
 KF0839
 KF0839  NAD 83(1986)-  39 22 41.03391(N)    097 07 08.19472(W) AD(       ) 4
 KF0839  NAD 27      -  39 22 41.05000(N)    097 07 07.13000(W) AD(       ) 3
 KF0839
 KF0839.Superseded values are not recommended for survey control.
 KF0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0839.See file dsdata.txt to determine how the superseded data were derived.
 KF0839
 KF0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6201960420(NAD 83)
 KF0839_MARKER: 90 = CHURCH SPIRE
 KF0839
 KF0839  HISTORY     - Date     Condition        Report By
 KF0839  HISTORY     - 1935     FIRST OBSERVED   CGS
 KF0839
 KF0839                          STATION DESCRIPTION
 KF0839
 KF0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0839'POINT OBSERVED UPON WAS TIP OF SPIRE OF THE ST. PAUL CHURCH,
 KF0839'LOCATED ON HESTOR AND FIFTH STREETS IN CLAY CENTER.
 KF0839'
 KF0839'STATION OBSERVED UPON FROM STATIONS OAK AND SWEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0734 ***********************************************************************
 KH0734  DESIGNATION -  CLAYTON R IS RR SHORTWAVE TWR
 KH0734  PID         -  KH0734
 KH0734  STATE/COUNTY-  KS/NORTON
 KH0734  USGS QUAD   -  CLAYTON (1978)
 KH0734
 KH0734                         *CURRENT SURVEY CONTROL
 KH0734  ___________________________________________________________________
 KH0734* NAD 83(1997)-  39 44 14.34915(N)    100 10 14.10781(W)     ADJUSTED  
 KH0734* NAVD 88     -                                                        
 KH0734  ___________________________________________________________________
 KH0734  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 KH0734  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 KH0734
 KH0734  HORZ ORDER  -  THIRD
 KH0734
 KH0734.The horizontal coordinates were established by classical geodetic methods
 KH0734.and adjusted by the National Geodetic Survey in October 1998..
 KH0734
 KH0734
 KH0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0734
 KH0734.The geoid height was determined by GEOID03.
 KH0734
 KH0734;                    North         East     Units Scale Factor Converg.
 KH0734;SPC KS N     -   158,093.184   213,956.190   MT  0.99999286   -1 22 24.1
 KH0734;UTM  14      - 4,399,257.949   399,696.060   MT  0.99972386   -0 44 54.2
 KH0734
 KH0734                          SUPERSEDED SURVEY CONTROL
 KH0734
 KH0734  NAD 83(1997)-  39 44 14.35060(N)    100 10 14.10714(W) AD(       ) 4
 KH0734  NAD 83(1986)-  39 44 14.35371(N)    100 10 14.11066(W) AD(       ) 4
 KH0734  NAD 27      -  39 44 14.33300(N)    100 10 12.62000(W) AD(       ) 3
 KH0734
 KH0734.Superseded values are not recommended for survey control.
 KH0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0734.See file dsdata.txt to determine how the superseded data were derived.
 KH0734
 KH0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ9969699258(NAD 83)
 KH0734_MARKER: 43 = RADIO/TV TOWER
 KH0734
 KH0734  HISTORY     - Date     Condition        Report By
 KH0734  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0734
 KH0734                          STATION DESCRIPTION
 KH0734
 KH0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0734'THE STATION IS LOCATED ON THE SUMMIT OF A HILL JUST NORTHEAST
 KH0734'OF THE VILLAGE OF CLAYTON.
 KH0734'
 KH0734'IT IS A TWO-LEGGED WOODEN POLE STRUCTURE WITH TWO STEEL PLATES
 KH0734'FORMING A V SITUATED ON TOP OF THE STRUCTURE.  ITS APPROXIMATE
 KH0734'HEIGHT IS 100 FEET.
 KH0734'
 KH0734'THE CENTER AND TOP OF THE TOWER WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0661 ***********************************************************************
 JH0661  DESIGNATION -  CLEAR
 JH0661  PID         -  JH0661
 JH0661  STATE/COUNTY-  KS/TREGO
 JH0661  USGS QUAD   -  ARNOLD (1981)
 JH0661
 JH0661                         *CURRENT SURVEY CONTROL
 JH0661  ___________________________________________________________________
 JH0661* NAD 83(1997)-  38 44 23.13494(N)    100 00 17.97037(W)     ADJUSTED  
 JH0661* NAVD 88     -       765.     (meters)    2510.     (feet)  SCALED    
 JH0661  ___________________________________________________________________
 JH0661  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JH0661  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 JH0661
 JH0661  HORZ ORDER  -  THIRD
 JH0661
 JH0661.The horizontal coordinates were established by classical geodetic methods
 JH0661.and adjusted by the National Geodetic Survey in October 1998..
 JH0661
 JH0661.The orthometric height was scaled from a topographic map.
 JH0661
 JH0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0661
 JH0661.The geoid height was determined by GEOID03.
 JH0661
 JH0661;                    North         East     Units Scale Factor Converg.
 JH0661;SPC KS N     -    47,047.380   225,695.213   MT  0.99999635   -1 16 06.9
 JH0661;UTM  14      - 4,288,377.471   412,657.137   MT  0.99969394   -0 37 44.2
 JH0661
 JH0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0661!SPC KS N     -   0.99988398  x   0.99999635  =   0.99988033
 JH0661!UTM  14      -   0.99988398  x   0.99969394  =   0.99957795
 JH0661
 JH0661:                Primary Azimuth Mark                     Grid Az
 JH0661:SPC KS N     -  CLEAR AZ MK                              090 25 03.4
 JH0661:UTM  14      -  CLEAR AZ MK                              089 46 40.7
 JH0661
 JH0661|---------------------------------------------------------------------|
 JH0661| PID    Reference Object                     Distance      Geod. Az  |
 JH0661|                                                           dddmmss.s |
 JH0661| CK8357 CLEAR AZ MK                                        0890856.5 |
 JH0661| CK8359 CLEAR RM 2                           12.280 METERS 18327     |
 JH0661| CK8358 CLEAR RM 1                           18.164 METERS 34215     |
 JH0661|---------------------------------------------------------------------|
 JH0661
 JH0661                          SUPERSEDED SURVEY CONTROL
 JH0661
 JH0661  NAD 83(1986)-  38 44 23.14247(N)    100 00 17.97089(W) AD(       ) 3
 JH0661  NAD 27      -  38 44 23.09337(N)    100 00 16.53021(W) AD(       ) 3
 JH0661
 JH0661.Superseded values are not recommended for survey control.
 JH0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0661.See file dsdata.txt to determine how the superseded data were derived.
 JH0661
 JH0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH1265788377(NAD 83)
 JH0661_MARKER: DS = TRIANGULATION STATION DISK
 JH0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0661
 JH0661  HISTORY     - Date     Condition        Report By
 JH0661  HISTORY     - 1964     MONUMENTED       CGS
 JH0661
 JH0661                          STATION DESCRIPTION
 JH0661
 JH0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0661'THE STATION IS 8 MILES NORTHWEST OF RANSOM, 7 MILES NORTH OF ARNOLD,
 JH0661'3 MILES NORTH OF THE NESS-TREGO COUNTY LINE, IN THE SOUTHEAST CORNER
 JH0661'OF A SIDE ROAD RIGHT, ON THE ROAD RIGHT-OF-WAY, IN THE NORTHWEST
 JH0661'CORNER OF SECTION 21, T 15 S, R 24 W.
 JH0661'
 JH0661'TO REACH THE STATION FROM THE POST OFFICE IN ARNOLD, GO NORTH ON A
 JH0661'GRAVELED ROAD FOR 3.8 MILES TO A T-ROAD.  TURN RIGHT AND GO EAST ON
 JH0661'A GRAVELED ROAD FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 JH0661'GO NORTH ON A GRAVELED ROAD FOR 1.95 MILES TO A CROSSROAD.  TURN
 JH0661'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD
 JH0661'AND A SCHOOLHOUSE ON THE LEFT.  TURN LEFT AND GO NORTH ON A
 JH0661'GRADED ROAD FOR 0.95 MILE TO THE STATION AT A SIDE ROAD RIGHT.
 JH0661'
 JH0661'THE STATION MARKS ARE STANDARD DISKS STAMPED CLEAR 1964.  THE SURFACE
 JH0661'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS
 JH0661'SET FLUSH.  IT IS 30 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 20
 JH0661'FEET EAST OF THE CENTER OF A GRADED ROAD, 7 FEET SOUTH OF FENCE
 JH0661'CORNER POST AND 3.6 FEET SOUTH OF A METAL WITNESS POST.  THE
 JH0661'UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 42 INCHES BELOW THE
 JH0661'SURFACE OF THE GROUND.
 JH0661'
 JH0661'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLEAR NO 1 1964, IS SET
 JH0661'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 JH0661'INCHES.  IT IS 21 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 1.6
 JH0661'FEET EAST OF A METAL WITNESS POST, SET IN AN EAST-WEST FENCE.
 JH0661'
 JH0661'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLEAR NO 2 1964, IS SET
 JH0661'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS SET FLUSH.  IT
 JH0661'IS 18 FEET EAST OF THE CENTER OF A GRADED ROAD AND 1.9 FEET NORTH
 JH0661'OF A METAL WITNESS POST.
 JH0661'
 JH0661'THE AZIMUTH MARK, A STANDARD DISK STAMPED CLEAR 1964, IS SET IN THE
 JH0661'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 JH0661'IS 20 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 2.8 FEET WEST OF A
 JH0661'METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 JH0661'
 JH0661'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRADED ROAD
 JH0661'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 JH0661'
 JH0661'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 JH0661'
 JH0661'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0968 ***********************************************************************
 KF0968  DESIGNATION -  CLEAR CREEK
 KF0968  PID         -  KF0968
 KF0968  STATE/COUNTY-  KS/NEMAHA
 KF0968  USGS QUAD   -  SENECA NW (1966)
 KF0968
 KF0968                         *CURRENT SURVEY CONTROL
 KF0968  ___________________________________________________________________
 KF0968* NAD 83(1997)-  39 55 17.82885(N)    096 09 50.53604(W)     ADJUSTED  
 KF0968* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 KF0968  ___________________________________________________________________
 KF0968  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 KF0968  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 KF0968
 KF0968  HORZ ORDER  -  SECOND
 KF0968
 KF0968.The horizontal coordinates were established by classical geodetic methods
 KF0968.and adjusted by the National Geodetic Survey in October 1998..
 KF0968
 KF0968.The orthometric height was scaled from a topographic map.
 KF0968
 KF0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0968
 KF0968.The geoid height was determined by GEOID03.
 KF0968
 KF0968;                    North         East     Units Scale Factor Converg.
 KF0968;SPC KS N     -   177,917.725   556,952.232   MT  1.00002536   +1 09 41.9
 KF0968;SPC NE       -    17,077.217   827,846.159   MT  1.00003633   +2 32 31.5
 KF0968;UTM  14      - 4,422,908.839   742,371.089   MT  1.00032325   +1 49 15.0
 KF0968
 KF0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0968!SPC KS N     -   0.99994214  x   1.00002536  =   0.99996749
 KF0968!SPC NE       -   0.99994214  x   1.00003633  =   0.99997846
 KF0968!UTM  14      -   0.99994214  x   1.00032325  =   1.00026537
 KF0968
 KF0968:                Primary Azimuth Mark                     Grid Az
 KF0968:SPC KS N     -  ST BENEDICT ST MARYS CATH CH             124 21 00.2
 KF0968:SPC NE       -  ST BENEDICT ST MARYS CATH CH             122 58 10.6
 KF0968:UTM  14      -  ST BENEDICT ST MARYS CATH CH             123 41 27.1
 KF0968
 KF0968|---------------------------------------------------------------------|
 KF0968| PID    Reference Object                     Distance      Geod. Az  |
 KF0968|                                                           dddmmss.s |
 KF0968| KF0962 ST BENEDICT ST MARYS CATH CH        APPROX. 6.9 KM 1253042.1 |
 KF0968| CL6245 CLEAR CREEK RM 1                     29.240 METERS 18151     |
 KF0968| CL6244 CLEAR CREEK AZ MK                                  2502218.6 |
 KF0968| CL6246 CLEAR CREEK RM 2                     24.792 METERS 27823     |
 KF0968|---------------------------------------------------------------------|
 KF0968
 KF0968                          SUPERSEDED SURVEY CONTROL
 KF0968
 KF0968  NAD 83(1997)-  39 55 17.82969(N)    096 09 50.53593(W) AD(       ) 2
 KF0968  NAD 83(1986)-  39 55 17.83588(N)    096 09 50.53256(W) AD(       ) 2
 KF0968  NAD 27      -  39 55 17.84100(N)    096 09 49.51200(W) AD(       ) 2
 KF0968
 KF0968.Superseded values are not recommended for survey control.
 KF0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0968.See file dsdata.txt to determine how the superseded data were derived.
 KF0968
 KF0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK4237122909(NAD 83)
 KF0968_MARKER: DS = TRIANGULATION STATION DISK
 KF0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0968
 KF0968  HISTORY     - Date     Condition        Report By
 KF0968  HISTORY     - 1947     MONUMENTED       CGS
 KF0968  HISTORY     - 1950     GOOD             CGS
 KF0968
 KF0968                          STATION DESCRIPTION
 KF0968
 KF0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0968'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF SENECA AND
 KF0968'ABOUT 2 MILES SOUTH OF CLEAR CREEK, ON LAND OWNED BY MR. JOHN
 KF0968'FIENHAGE.  IT IS IN THE NORTHEAST CORNER OF THE FARM YARD, 43
 KF0968'FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 23 FEET
 KF0968'WEST OF A NORTH-SOUTH FENCE LINE AND 38 FEET SOUTH OF AN
 KF0968'EAST-WEST FENCE LINE.  IT IS STAMPED CLEAR CREEK 1947 AND IS
 KF0968'FLUSH WITH THE SURFACE OF THE GROUND.
 KF0968'
 KF0968'REFERENCE MARK NO. 1 IS 35 FEET EAST OF THE NORTHEAST CORNER OF
 KF0968'THE FARM HOUSE, 44 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT
 KF0968'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KF0968'CLEAR CREEK NO 1 1947 AND IS FLUSH WITH THE SURFACE OF THE
 KF0968'GROUND.
 KF0968'
 KF0968'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF THE FARM YARD AND 3
 KF0968'FEET WEST OF THE SOUTHWEST CORNER OF AN OUT HOUSE.  IT IS
 KF0968'STAMPED CLEAR CREEK NO 2 1947 AND IS FLUSH WITH THE SURFACE OF
 KF0968'THE GROUND.
 KF0968'
 KF0968'THE AZIMUTH MARK IS 0.15 MILE NORTH OF A CROSSROAD, 22 FEET WEST
 KF0968'OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 12 FEET SOUTH OF
 KF0968'A POWER LINE POLE, 1 FOOT EAST OF A FENCE LINE AND 2 FEET NORTH
 KF0968'OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 2.5 FEET.
 KF0968'
 KF0968'TO REACH THE STATION FROM THE MARION HALL AT THE EAST EDGE OF
 KF0968'BAILEYVILLE, GO NORTH ON GRAVELED ROAD FOR 4.8 MILES TO A
 KF0968'CROSSROAD, TURN RIGHT, EAST, AND GO 1 MILE TO A CROSSROAD, TURN
 KF0968'LEFT, NORTH AND GO 0.5 MILE TO THE FARM HOUSE AND THE STATION ON
 KF0968'THE LEFT AS DESCRIBED.
 KF0968'
 KF0968'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.5
 KF0968'MILE TO A CROSS ROAD, TURN RIGHT, WEST AND GO 1.0 MILE TO A
 KF0968'CROSS ROAD, TURN RIGHT AND GO 0.15 MILE TO THE AZIMUTH ON THE
 KF0968'LEFT AS DESCRIBED.
 KF0968'
 KF0968'A 4 FOOT SIGNAL AT CLEVELAND IS VISIBLE AT 50 FEET.
 KF0968'
 KF0968'A 74 FOOT SIGNAL AT BAILEYVILLE IS VISIBLE AT 37 FEET.
 KF0968'
 KF0968'A 74 FOOT SIGNAL AT SUMMERFIELD IS VISIBLE AT 37 FEET.
 KF0968'
 KF0968'A 47 FOOT SIGNAL AT MARSHALL IS VISIBLE AT 37 FEET.
 KF0968'
 KF0968'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0968
 KF0968                          STATION RECOVERY (1950)
 KF0968
 KF0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KF0968'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 KF0968'AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1432 ***********************************************************************
 HF1432  DESIGNATION -  CLEARWATER
 HF1432  PID         -  HF1432
 HF1432  STATE/COUNTY-  KS/SEDGWICK
 HF1432  USGS QUAD   -  CLEARWATER (1975)
 HF1432
 HF1432                         *CURRENT SURVEY CONTROL
 HF1432  ___________________________________________________________________
 HF1432* NAD 83(1997)-  37 30 16.22473(N)    097 30 06.67499(W)     ADJUSTED  
 HF1432* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 HF1432  ___________________________________________________________________
 HF1432  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 HF1432  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HF1432
 HF1432  HORZ ORDER  -  THIRD
 HF1432
 HF1432.The horizontal coordinates were established by classical geodetic methods
 HF1432.and adjusted by the National Geodetic Survey in October 1998..
 HF1432
 HF1432.The orthometric height was scaled from a topographic map.
 HF1432
 HF1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1432
 HF1432.The geoid height was determined by GEOID03.
 HF1432
 HF1432;                    North         East     Units Scale Factor Converg.
 HF1432;SPC KS S     -   493,459.861   488,251.123   MT  0.99996176   +0 36 48.2
 HF1432;UTM  14      - 4,151,895.475   632,417.204   MT  0.99981598   +0 54 44.1
 HF1432
 HF1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1432!SPC KS S     -   0.99994250  x   0.99996176  =   0.99990427
 HF1432!UTM  14      -   0.99994250  x   0.99981598  =   0.99975849
 HF1432
 HF1432:                Primary Azimuth Mark                     Grid Az
 HF1432:SPC KS S     -  CLEARWATER AZ MK                         078 33 16.3
 HF1432:UTM  14      -  CLEARWATER AZ MK                         078 15 20.4
 HF1432
 HF1432|---------------------------------------------------------------------|
 HF1432| PID    Reference Object                     Distance      Geod. Az  |
 HF1432|                                                           dddmmss.s |
 HF1432| AI1194 CLEARWATER AZ MK                                   0791004.5 |
 HF1432| AI1192 CLEARWATER RM 1                      22.810 METERS 08817     |
 HF1432| HF1433 CLEARWATER MUNICIPAL TANK            27.616 METERS 09440     |
 HF1432| HF1434 CLEARWATER HIGH SCHOOL BELFRY        72.893 METERS 17530     |
 HF1432| AI1193 CLEARWATER RM 2                      20.502 METERS 18519     |
 HF1432| HF1431 CLONMEL KANSAS MILLING CO ELEV      APPROX. 8.0 KM 3252727.9 |
 HF1432|---------------------------------------------------------------------|
 HF1432
 HF1432                          SUPERSEDED SURVEY CONTROL
 HF1432
 HF1432  NAD 83(1997)-  37 30 16.23072(N)    097 30 06.67225(W) AD(       ) 3
 HF1432  NAD 83(1986)-  37 30 16.23526(N)    097 30 06.67004(W) AD(       ) 3
 HF1432  NAD 27      -  37 30 16.17344(N)    097 30 05.50057(W) AD(       ) 3
 HF1432
 HF1432.Superseded values are not recommended for survey control.
 HF1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1432.See file dsdata.txt to determine how the superseded data were derived.
 HF1432
 HF1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3241751895(NAD 83)
 HF1432_MARKER: DS = TRIANGULATION STATION DISK
 HF1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1432_STAMPING: CLEARWATER 1957
 HF1432_MARK LOGO: NGS   
 HF1432_PROJECTION: RECESSED 10 CENTIMETERS
 HF1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1432+STABILITY: SURFACE MOTION
 HF1432
 HF1432  HISTORY     - Date     Condition        Report By
 HF1432  HISTORY     - 1957     MONUMENTED       CGS
 HF1432  HISTORY     - 19840404 GOOD             NGS
 HF1432
 HF1432                          STATION DESCRIPTION
 HF1432
 HF1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1432'STATION IS LOCATED IN THE TOWN OF CLEARWATER, AT THE MUNICIPAL
 HF1432'WATER TANK AND IN THE SOUTHEAST ANGLE OF PROSPECT AND MAIN
 HF1432'STREET INTERSECTION.  IT IS ON THE CLEARWATER HIGH SCHOOL
 HF1432'PROPERTY.
 HF1432'
 HF1432'STATION MARK, STAMPED CLEARWATER 1957, IS A STANDARD DISK SET
 HF1432'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST 2 INCHES BELOW
 HF1432'GROUND LEVEL.  IT IS 15.5 FEET EAST OF THE EAST EDGE OF THE
 HF1432'NORTH-SOUTH CONCRETE SIDEWALK AND 13.9 FEET SOUTH OF THE SOUTH
 HF1432'EDGE OF THE EAST-WEST CONCRETE SIDEWALK.
 HF1432'
 HF1432'REFERENCE MARK NUMBER 1, STAMPED CLEARWATER NO 1 1957, IS A
 HF1432'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 HF1432'POST, FLUSH WITH THE GROUND AND AT THE SAME ELEVATION AS
 HF1432'THE STATION.  IT IS 5.3 FEET SOUTH OF THE NORTHWEST LEG OF THE
 HF1432'WATER TANK.
 HF1432'
 HF1432'REFERENCE MARK NUMBER 2, STAMPED CLEARWATER NO 2 1957, IS
 HF1432'A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 HF1432'POST, FLUSH WITH THE GROUND AND AT THE SAME ELEVATION AS THE
 HF1432'STATION.  IT IS 9.8 FEET EAST OF THE EAST EDGE OF THE NORTH-SOUTH
 HF1432'CONCRETE SIDEWALK.
 HF1432'
 HF1432'AZIMUTH MARK, STAMPED CLEARWATER 1957, IS A STANDARD DISK SET
 HF1432'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 HF1432'1 INCH.  IT IS 34.6 FEET EAST OF THE CENTERLINE OF THE ROAD,
 HF1432'10.0 FEET SOUTH OF A POWERLINE POLE AND 5.2 FEET WEST OF
 HF1432'A FENCELINE.  TO REACH FROM THE STATION, GO EAST ON MAIN
 HF1432'STREET FOR 0.25 MILE TO FOURTH ST., TURN LEFT AND GO 0.05 MILE
 HF1432'TO THE AZIMUTH MARK ON THE RIGHT.
 HF1432'
 HF1432'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HF1432
 HF1432                          STATION RECOVERY (1984)
 HF1432
 HF1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HF1432'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK
 HF1432'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER
 HF1432'VISIBLE BECAUSE OF TREES AND BUILDINGS, THEREFORE AN AZIMUTH MARK 2
 HF1432'WAS SET AND A POLARIS OBSERVATION TAKEN.  THE DISTANCES AND DIRECTIONS
 HF1432'TO THE REFERENCE MARKS AGREED WITH 1957 DATA.  THE CLEARWATER
 HF1432'MUNICIPAL WATER TANK IS NO LONGER THERE, NOR IS THE CLEARWATER HIGH
 HF1432'SCHOOL RELAY.  A NEW, PEDESTAL SPHERE TYPE TANK AND A NEW HIGH SCHOOL
 HF1432'HAVE BEEN BUILT, ABOUT 0.4 KM (0.25 MI) EAST OF THE STATION.  THE OLD
 HF1432'HIGH SCHOOL BUILDING IS NOW THE GRADE SCHOOL ANNEX BUILDING BUT THE
 HF1432'BELFRY IS GONE.  IT WAS ALSO NOTED THAT MAIN STREET IS ACTUALLY ROSS
 HF1432'AVENUE.  THE DESCRIPTION FOR THE ORIGINAL AZIMUTH MARK WAS FOUND
 HF1432'ADEQUATE.  DUE TO THESE CHANGES, A COMPLETE, NEW DESCRIPTION FOLLOWS.
 HF1432'THE STATION IS LOCATED IN CLEARWATER, ON THE GROUNDS OF THE CLEARWATER
 HF1432'GRADE SCHOOL ANNEX AND IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 HF1432'ROSS AND PROSPECT AVENUES.  FOR USE CONTACT--SUPERINTENDENT, USO 264,
 HF1432'155 SOUTH PROSPECT AVENUE, CLEARWATER, KANSAS 67026. THE STATION IS A
 HF1432'STANDARD CGS DISK STAMPED---CLEARWATER 1957---, SET INTO THE TOP OF A
 HF1432'SQUARE CONCRETE MONUMENY, 12 INCHES (30 CM) ON SIDE, RECESSED 4 INCHES
 HF1432'(10 CM) BELOW THE GROUND. THE STATION IS LOCATED 53.86 METERS (176.71
 HF1432'FT) NORTH NORTHWEST FROM THE CLEARWATER CORNER OF THE GRADE SCHOOL
 HF1432'ANNEX, 18.0 METERS (59.1 FT) EAST FROM THE CENTERLINE OF PROSPERTY
 HF1432'AVENUE, 18.6 METERS (61.0 FT) SOUTH FROM THE CENTERLINE OF ROSS
 HF1432'AVENUE, 23.16 METERS (75.98 FT) WEST SOUTHWEST FROM AN END POWELINE
 HF1432'POLE, 7.16 METERS (23.49 FT) SOUTH SOUTHEAST FROM A LARGE GAS METER.
 HF1432'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---CLEARWATER NO 1
 HF1432'1957---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 HF1432'CM) IN ON SIDE, RECESSED 1 INCH (2 CM) BELOW THE GROUND. THE STATION
 HF1432'IS LOCATED 40.85 METERS (134.02 FT) EAST FROM THE CENTERLINE OF
 HF1432'PROSPECT AVENUE, 17.7 METERS (58.1 FT) SOUT FROM THE CENTERLINE OF
 HF1432'ROSS AVENUE, 6.64 METERS (21.78 FT) SOUTH SOUTHEAST FROM THE POWERLINE
 HF1432'POLE.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---CLEARWATER
 HF1432'NO 2 1957---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12
 HF1432'INCHES (30 CM) ON SIDE. THE STATION IS LOCATED 34.2 METERS (112.2 FT)
 HF1432'SOUTH FROM THE CENTERLINE OF ROSS AVENUE, 34.60 METERS (113.52 FT)
 HF1432'NORTHWEST FROM THE NORTHWEST OF THE SCHOOL BUILDING, 16.45 METERS
 HF1432'(53.97 FT) EAST FROM THE CENTERLINE OF PROSPECT AVENUE.  AZIMUTH MARK
 HF1432'NO 2, IS A STANDARD NGS DISK STAMPED---CLEARWATER 1957 NO 2 1984---,
 HF1432'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) ON
 HF1432'SIDE, FLUSH WITH THE GROUND.  THE STATION IS LOCATED 13.32 METERS
 HF1432'(43.70 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A BRICK HOUSE, 9.45
 HF1432'METERS (31.00 FT) SOUTH FROM THE CENTERLINE OF PARK AVENUE, 9.0 METERS
 HF1432'(29.5 FT) WEST FROM THE CENTERLINE OF PROSPECT AVENUE.  TO REACH THE
 HF1432'AZIMUTH MARK FROM THE STATION, GO SOUTH ON PROSPECT AVENUE FOR 0.39 KM
 HF1432'(0.25 MI) TO PARK AVENUE AND THE MARK IN THE LAWN ON MARVIN SCHAUFS
 HF1432'HOUSE AT 303 SOUTH PROSPECT AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1434 ***********************************************************************
 HF1434  DESIGNATION -  CLEARWATER HIGH SCHOOL BELFRY
 HF1434  PID         -  HF1434
 HF1434  STATE/COUNTY-  KS/SEDGWICK
 HF1434  USGS QUAD   -  CLEARWATER (1975)
 HF1434
 HF1434                         *CURRENT SURVEY CONTROL
 HF1434  ___________________________________________________________________
 HF1434* NAD 83(1997)-  37 30 13.86764(N)    097 30 06.44225(W)     ADJUSTED  
 HF1434* NAVD 88     -                                                        
 HF1434  ___________________________________________________________________
 HF1434  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 HF1434  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HF1434
 HF1434  HORZ ORDER  -  THIRD
 HF1434
 HF1434.The horizontal coordinates were established by classical geodetic methods
 HF1434.and adjusted by the National Geodetic Survey in October 1998..
 HF1434
 HF1434
 HF1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1434
 HF1434.The geoid height was determined by GEOID03.
 HF1434
 HF1434;                    North         East     Units Scale Factor Converg.
 HF1434;SPC KS S     -   493,387.261   488,257.617   MT  0.99996184   +0 36 48.3
 HF1434;UTM  14      - 4,151,822.920   632,424.075   MT  0.99981601   +0 54 44.2
 HF1434
 HF1434                          SUPERSEDED SURVEY CONTROL
 HF1434
 HF1434  NAD 83(1997)-  37 30 13.87364(N)    097 30 06.43952(W) AD(       ) 4
 HF1434  NAD 83(1986)-  37 30 13.87808(N)    097 30 06.43700(W) AD(       ) 4
 HF1434  NAD 27      -  37 30 13.81838(N)    097 30 05.26834(W) AD(       ) 3
 HF1434
 HF1434.Superseded values are not recommended for survey control.
 HF1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1434.See file dsdata.txt to determine how the superseded data were derived.
 HF1434
 HF1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3242451823(NAD 83)
 HF1434_MARKER: 75 = BELFRY
 HF1434
 HF1434  HISTORY     - Date     Condition        Report By
 HF1434  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1434
 HF1434                          STATION DESCRIPTION
 HF1434
 HF1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1434'THE STATION IS LOCATED AT MAIN AND PROSPECT STREETS IN CLEARWATER.
 HF1434'
 HF1434'THE BELFRY IS ABOUT 6 FEET SQUARE AND ABOUT 10 FEET HIGH
 HF1434'AND IS ON THE CLEARWATER HIGH SCHOOL BUILDING.  THE APEX OF
 HF1434'THE ROOF WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1433 ***********************************************************************
 HF1433  DESIGNATION -  CLEARWATER MUNICIPAL TANK
 HF1433  PID         -  HF1433
 HF1433  STATE/COUNTY-  KS/SEDGWICK
 HF1433  USGS QUAD   -  CLEARWATER (1975)
 HF1433
 HF1433                         *CURRENT SURVEY CONTROL
 HF1433  ___________________________________________________________________
 HF1433* NAD 83(1997)-  37 30 16.15194(N)    097 30 05.55433(W)     ADJUSTED  
 HF1433* NAVD 88     -                                                        
 HF1433  ___________________________________________________________________
 HF1433  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 HF1433  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HF1433
 HF1433  HORZ ORDER  -  THIRD
 HF1433
 HF1433.The horizontal coordinates were established by classical geodetic methods
 HF1433.and adjusted by the National Geodetic Survey in October 1998..
 HF1433
 HF1433
 HF1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1433
 HF1433.The geoid height was determined by GEOID03.
 HF1433
 HF1433;                    North         East     Units Scale Factor Converg.
 HF1433;SPC KS S     -   493,457.912   488,278.669   MT  0.99996176   +0 36 48.9
 HF1433;UTM  14      - 4,151,893.670   632,444.756   MT  0.99981607   +0 54 44.7
 HF1433
 HF1433                          SUPERSEDED SURVEY CONTROL
 HF1433
 HF1433  NAD 83(1997)-  37 30 16.15793(N)    097 30 05.55157(W) AD(       ) 4
 HF1433  NAD 83(1986)-  37 30 16.16245(N)    097 30 05.54936(W) AD(       ) 4
 HF1433  NAD 27      -  37 30 16.10142(N)    097 30 04.39196(W) AD(       ) 3
 HF1433
 HF1433.Superseded values are not recommended for survey control.
 HF1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1433.See file dsdata.txt to determine how the superseded data were derived.
 HF1433
 HF1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3244551894(NAD 83)
 HF1433_MARKER: 51 = TANK
 HF1433
 HF1433  HISTORY     - Date     Condition        Report By
 HF1433  HISTORY     - 1940     FIRST OBSERVED   CGS
 HF1433  HISTORY     - 1954     GOOD             CGS
 HF1433  HISTORY     - 1957     GOOD             CGS
 HF1433  HISTORY     - 1962     GOOD             CGS
 HF1433
 HF1433                          STATION DESCRIPTION
 HF1433
 HF1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1433'STATION IS THE BALL FINIAL ON THE CLEARWATER MUNICIPAL TANK WHICH
 HF1433'IS LOCATED IN THE SE CORNER AT THE INTERSECTION OF ROSS AND
 HF1433'PROSPECT STREETS, IN THE EASTERN PART OF THE TOWN.  IT IS
 HF1433'A RAISED TANK 130 FEET HIGH, BUILT ABOUT 1912, SILVER COLORED
 HF1433'AND LETTERED CLEARWATER ON THE E AND W SIDES.
 HF1433
 HF1433                          STATION RECOVERY (1954)
 HF1433
 HF1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 HF1433'STATION RECOVERED AS DESCRIBED.
 HF1433
 HF1433                          STATION RECOVERY (1957)
 HF1433
 HF1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1433'THE STATION IS LOCATED IN THE TOWN OF CLEARWATER IN THE
 HF1433'NORTHERN PART OF THE HIGH SCHOOL GROUNDS AT THE INTERSECTION
 HF1433'OF PROSPECT AND MAIN STREETS.
 HF1433'
 HF1433'THE TANK IS A STEEL TANK, PAINTED SILVER WITH CLEARWATER IN
 HF1433'BLACK LETTERS ON THE SIDE, AND IS ABOUT 110 FEET HIGH.  THE BALL
 HF1433'ON THE CONICAL TOP WAS INTERSECTED.  IT IS 27.320 METERS,
 HF1433'89.631 FEET EAST SOUTHEAST OF TRIANGULATION STATION CLEARWATER.
 HF1433
 HF1433                          STATION RECOVERY (1962)
 HF1433
 HF1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1433'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0803 ***********************************************************************
 HH0803  DESIGNATION -  CLEAVES
 HH0803  PID         -  HH0803
 HH0803  STATE/COUNTY-  KS/STANTON
 HH0803  USGS QUAD   -  RICHFIELD NE (1973)
 HH0803
 HH0803                         *CURRENT SURVEY CONTROL
 HH0803  ___________________________________________________________________
 HH0803* NAD 83(1997)-  37 26 23.41148(N)    101 51 09.78824(W)     ADJUSTED  
 HH0803* NAVD 88     -      1054.6    (meters)    3460.     (feet)  VERTCON   
 HH0803  ___________________________________________________________________
 HH0803  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 HH0803  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 HH0803
 HH0803  HORZ ORDER  -  FIRST
 HH0803
 HH0803.The horizontal coordinates were established by classical geodetic methods
 HH0803.and adjusted by the National Geodetic Survey in October 1998..
 HH0803
 HH0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0803
 HH0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0803
 HH0803.The geoid height was determined by GEOID03.
 HH0803
 HH0803;                    North         East     Units Scale Factor Converg.
 HH0803;SPC KS S     -   491,144.123   103,369.339   MT  0.99997047   -2 03 37.2
 HH0803;UTM  14      - 4,147,488.067   247,618.342   MT  1.00038468   -1 44 06.6
 HH0803
 HH0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0803!SPC KS S     -   0.99983839  x   0.99997047  =   0.99980886
 HH0803!UTM  14      -   0.99983839  x   1.00038468  =   1.00022300
 HH0803
 HH0803:                Primary Azimuth Mark                     Grid Az
 HH0803:SPC KS S     -  JOHNSON GRADE SCHOOL CUPOLA              033 01 46.7
 HH0803:UTM  14      -  JOHNSON GRADE SCHOOL CUPOLA              032 42 16.1
 HH0803
 HH0803|---------------------------------------------------------------------|
 HH0803| PID    Reference Object                     Distance      Geod. Az  |
 HH0803|                                                           dddmmss.s |
 HH0803| HH0835 JOHNSON GRADE SCHOOL CUPOLA         APPROX.17.0 KM 0305809.5 |
 HH0803| HH0837 JOHNSON MUN WATER TANK              APPROX.16.7 KM 0322644.2 |
 HH0803| CM7818 CLEAVES AZ MK                                      1813602.5 |
 HH0803| CM7819 CLEAVES RM 1                         46.847 METERS 23156     |
 HH0803| CM7820 CLEAVES RM 2                         81.025 METERS 33018     |
 HH0803| HH0843 MANTER MUN WATER TANK               APPROX. 9.9 KM 3423411.8 |
 HH0803|---------------------------------------------------------------------|
 HH0803
 HH0803                          SUPERSEDED SURVEY CONTROL
 HH0803
 HH0803  NAD 83(1997)-  37 26 23.41173(N)    101 51 09.78791(W) AD(       ) 1
 HH0803  NAD 83(1997)-  37 26 23.41490(N)    101 51 09.78110(W) AD(       ) 1
 HH0803  NAD 83(1986)-  37 26 23.41643(N)    101 51 09.77979(W) AD(       ) 1
 HH0803  NAD 27      -  37 26 23.34519(N)    101 51 08.16020(W) AD(       ) 1
 HH0803  NGVD 29 (07/19/86) 1054.2    (m)         3459.     (f) VERT ANG       
 HH0803
 HH0803.Superseded values are not recommended for survey control.
 HH0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0803.See file dsdata.txt to determine how the superseded data were derived.
 HH0803
 HH0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4761847488(NAD 83)
 HH0803_MARKER: DS = TRIANGULATION STATION DISK
 HH0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0803
 HH0803  HISTORY     - Date     Condition        Report By
 HH0803  HISTORY     - 1934     MONUMENTED       CGS
 HH0803  HISTORY     - 1956     GOOD             CGS
 HH0803  HISTORY     - 1961     GOOD             CGS
 HH0803  HISTORY     - 1964     GOOD             CGS
 HH0803
 HH0803                          STATION DESCRIPTION
 HH0803
 HH0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0803'THIS STATION IS ABOUT 5-1/2 MILES SSW OF MANTER, ON LAND OWNED
 HH0803'BY G.O. CLEAVES, AT A GROUP OF PARTLY TORN-DOWN RANCH BUILDINGS
 HH0803'AND WINDMILL IN A GROUP OF SMALL TREES, 104 FEET E OF THE CENTER
 HH0803'LINE OF A TRACK SECTION LINE ROAD IN THE NW 1/4 OF SEC. 18,
 HH0803'T 30 S, R 41 W.  THE MARK PROJECTS 10 INCHES.
 HH0803'
 HH0803'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0803'BRONZE DISKS SET IN CONCRETE.
 HH0803'
 HH0803'REFERENCE MARK NO. 1 IS SW OF THE STATION, 20 FEET W OF THE
 HH0803'CENTER LINE OF A TRACK SECTION LINE ROAD, AND PROJECTS 4 INCHES.
 HH0803'
 HH0803'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 21 FEET W OF THE
 HH0803'CENTER LINE OF A TRACK SECTION LINE ROAD, AND PROJECTS 4 INCHES.
 HH0803'
 HH0803'THE AZIMUTH MARK IS S OF THE STATION, 32 FEET N OF AND 39
 HH0803'FEET E OF TRACK SECTION LINE ROADS, AND PROJECTS 4 INCHES.
 HH0803'
 HH0803'THE STATION IS REACHED FROM THE INTERSECTION OF THE MAIN STREETS
 HH0803'IN JOHNSON, WHICH IS 1 BLOCK S OF THE COURTHOUSE, BY GOING
 HH0803'W ON U.S. HIGHWAY 160 FOR 0.6 MILE TO THE INTERSECTION OF U.S.
 HH0803'HIGHWAY 160 AND STATE HIGHWAY 27, TURN LEFT AND GO S ON
 HH0803'STATE HIGHWAY 27 FOR 8.5 MILES TO GRADED CROSSROADS, TURN RIGHT
 HH0803'ON GRADED SECTION LINE ROAD, AND GO 4.8 MILES, THEN S ON SECTION
 HH0803'LINE TRACK ROAD FOR 0.5 MILE.  THE STATION IS 104 FEET E OF
 HH0803'THIS POINT IN A GROUP OF SMALL TREES WHICH IS JUST S OF A
 HH0803'PARTLY TORN DOWN SHACK AND A CAVE.
 HH0803'
 HH0803'A 35-FOOT STAND WILL CLEAR ALL LINES.
 HH0803
 HH0803                          STATION RECOVERY (1956)
 HH0803
 HH0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 HH0803'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HH0803'IN GOOD CONDITION.  THE FARM BUILDINGS HAVE BEEN REMOVED AND
 HH0803'THE LAND IS ALL UNDER CULTIVATION, INCLUDING THE SECTIONLINE
 HH0803'ROAD.  THE LAND ON BOTH SIDES OF THE SECTIONLINE ROAD BELONGS
 HH0803'TO MR. WHITTEN M. LOWE WHO REQUESTED THAT THE MARKS BE REMOVED.
 HH0803'AN EXPLANATION OF THE VALUE AND THE FUTURE NEED OF THESE MARKS
 HH0803'AND THE FACT THAT ALL THE MARKS COULD NOT BE PLACED UNDERGROUND
 HH0803'CONVINCED MR. LOWE THAT THESE MARKS WERE PERMANENT.  HE WAS
 HH0803'SATISFIED THAT THE MARKS REMAIN IN PLACE.  CREOSOTED FENCE
 HH0803'POSTS, PROJECTING FOUR FEET ABOVE THE GROUND, WERE PLACED NEAR
 HH0803'EACH MARK.  A NEW TO REACH FOLLOWS.
 HH0803'
 HH0803'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSON, GO SOUTH
 HH0803'ON THE MAIN STREET FOR 0.4 MILE.  TURN RIGHT AND GO WEST FOR
 HH0803'0.6 MILE TO THE JUNCTION OF U.S. HIGHWAY 160 AND STATE HIGHWAY
 HH0803'27.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 27 FOR 8.0 MILES
 HH0803'TO CROSSROADS.  TURN RIGHT AND GO WEST ON GRADED ROAD FOR 5.0
 HH0803'MILES TO SECTIONLINE.  TURN LEFT AND GO SOUTH FIELD TRACK ROAD
 HH0803'FOR 0.5 MILE TO THE STATION ON THE LEFT, AND THE REFERENCE
 HH0803'MARKS ON THE RIGHT.  THE AZIMUTH MARK IS 0.5 MILE SOUTH.
 HH0803
 HH0803                          STATION RECOVERY (1961)
 HH0803
 HH0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0803'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HH0803'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 HH0803'TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 HH0803'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE VERIFIED.  THE DIRECTION
 HH0803'TO THE AZIMUTH MARK MISSED THE 1934 DIRECTION BY 06.7 SECONDS.
 HH0803'THE 1956 DESCRIPTION IS ADEQUATE.
 HH0803
 HH0803                          STATION RECOVERY (1964)
 HH0803
 HH0803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AWH)
 HH0803'STATION FOUND AS DESCRIBED.
 HH0803'
 HH0803'ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1148 ***********************************************************************
 KF1148  DESIGNATION -  CLEBURNE
 KF1148  PID         -  KF1148
 KF1148  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1148  USGS QUAD   -  BLUE RAPIDS SE (1968)
 KF1148
 KF1148                         *CURRENT SURVEY CONTROL
 KF1148  ___________________________________________________________________
 KF1148* NAD 83(1997)-  39 32 35.48440(N)    096 34 53.38266(W)     ADJUSTED  
 KF1148* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 KF1148  ___________________________________________________________________
 KF1148  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 KF1148  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 KF1148
 KF1148  HORZ ORDER  -  THIRD
 KF1148
 KF1148.The horizontal coordinates were established by classical geodetic methods
 KF1148.and adjusted by the National Geodetic Survey in October 1998..
 KF1148
 KF1148.The orthometric height was scaled from a topographic map.
 KF1148
 KF1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1148
 KF1148.The geoid height was determined by GEOID03.
 KF1148
 KF1148;                    North         East     Units Scale Factor Converg.
 KF1148;SPC KS N     -   135,265.058   521,926.238   MT  0.99996985   +0 53 51.0
 KF1148;UTM  14      - 4,379,851.230   707,823.720   MT  1.00013179   +1 32 25.1
 KF1148
 KF1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1148!SPC KS N     -   0.99993977  x   0.99996985  =   0.99990963
 KF1148!UTM  14      -   0.99993977  x   1.00013179  =   1.00007156
 KF1148
 KF1148:                Primary Azimuth Mark                     Grid Az
 KF1148:SPC KS N     -  CLEBURNE AZ MK                           044 26 28.3
 KF1148:UTM  14      -  CLEBURNE AZ MK                           043 47 54.2
 KF1148
 KF1148|---------------------------------------------------------------------|
 KF1148| PID    Reference Object                     Distance      Geod. Az  |
 KF1148|                                                           dddmmss.s |
 KF1148| CL6247 CLEBURNE AZ MK                                     0452019.3 |
 KF1148| CL6248 CLEBURNE RM 1                         8.099 METERS 12109     |
 KF1148| CL6249 CLEBURNE RM 2                        28.100 METERS 22330     |
 KF1148|---------------------------------------------------------------------|
 KF1148
 KF1148                          SUPERSEDED SURVEY CONTROL
 KF1148
 KF1148  NAD 83(1997)-  39 32 35.48753(N)    096 34 53.38142(W) AD(       ) 3
 KF1148  NAD 83(1986)-  39 32 35.49043(N)    096 34 53.37953(W) AD(       ) 3
 KF1148  NAD 27      -  39 32 35.50300(N)    096 34 52.34000(W) AD(       ) 3
 KF1148
 KF1148.Superseded values are not recommended for survey control.
 KF1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1148.See file dsdata.txt to determine how the superseded data were derived.
 KF1148
 KF1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0782479851(NAD 83)
 KF1148_MARKER: DS = TRIANGULATION STATION DISK
 KF1148_SETTING: 66 = SET IN ROCK OUTCROP
 KF1148
 KF1148  HISTORY     - Date     Condition        Report By
 KF1148  HISTORY     - 1947     MONUMENTED       CGS
 KF1148  HISTORY     - 1965     GOOD             CGS
 KF1148
 KF1148                          STATION DESCRIPTION
 KF1148
 KF1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1148'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF BIGELOW AND
 KF1148'6.5 MILES SOUTH OF IRVING.  IT IS ON THE NORTHWEST END OF
 KF1148'A LONG HIGH RIDGE THAT OVERLOOKS THE BIG BLUE RIVER VALLEY TO THE
 KF1148'NORTH AND WEST.  IT IS A STANDARD U.C. AND G.S. TRIANGULATION
 KF1148'STATION DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WITH
 KF1148'AN EXPOSED SURFACE OF 1.5 FEET BY 1 FOOT.  IT PROJECTS ABOUT
 KF1148'3 INCHES AND IS STAMPED CLEBURNE 1947.
 KF1148'
 KF1148'REFERENCE MARK NO. 1 IS A STANDARD U.S.C. AND G.S. REFERENCE
 KF1148'MARK DISK BRAZED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS
 KF1148'20 INCHES.  IT IS STAMPED CLEBURNE NO 1 1947.
 KF1148'
 KF1148'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. REFERENCE MARK
 KF1148'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK THAT PROJECTS
 KF1148'5 INCHES.  IT IS STAMPED CLEBURNE NO. 2 1947.
 KF1148'
 KF1148'AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF A CONCRETE BRIDGE
 KF1148'OVER FOUR MILE CREEK, 33 FEET WEST OF THE CENTER OF STATE HIGHWAY
 KF1148'NO. 13, 1.3 FEET SOUTHWEST OF A WITNESS POST, AND 1 FOOT EAST
 KF1148'OF A FENCE LINE.  IT PROJECTS 8 INCHES AND IS STAMPED CLEBURNE
 KF1148'1947.
 KF1148'
 KF1148'TO REACH THE STATION FROM THE POST OFFICE IN IRVING, GO EAST
 KF1148'AND SOUTHEASTERLY ON STATE HIGHWAY NO. 113 FOR 2.7 MILES
 KF1148'TO THE JUNCTION OF 113 AND 13.  KEEP RIGHT AND CONTINUE ON
 KF1148'STATE HIGHWAY NO. 13 FOR 4.4 MILES TO COUNTY ROAD NO. 917 GOING
 KF1148'LEFT, KEEP RIGHT ON STATE HIGHWAY NO. 13 FOR 1.25 MILE,
 KF1148'AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE, CONTINUE
 KF1148'SOUTHWEST ON STATE HIGHWAY NO. 13 FOR 0.6 MILE TO A TRIANGULAR
 KF1148'BLAZE ON A TELEPHONE POLE ON THE RIGHT AND ETT.  PACK
 KF1148'SOUTHEASTERLY UP STEEP SLOPE FOR ABOUT 0.25 MILE TO THE
 KF1148'SUMMIT OF RIDGE AND THE STATION AS DESCRIBED.
 KF1148'
 KF1148'A 4 FOOT SIGNAL AT IRVING IS VISIBLE AT 4 FEET.
 KF1148'
 KF1148'A 74 FOOT SIGNAL AT BIGELOW IS VISIBLE AT 4 FEET.
 KF1148
 KF1148                          STATION RECOVERY (1965)
 KF1148
 KF1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1148'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF1148'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  A METAL
 KF1148'WITNESS POST AND SIGN WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KF1148'
 KF1148'A NEW TO REACH.
 KF1148'
 KF1148'TO REACH FROM THE PUBLIC SCHOOL IN OLSBURG, GO EAST ON STATE
 KF1148'HIGHWAY 16 FOR 3.1 MILES TO A CROSSROAD, TURN LEFT, GO NORTH ON A
 KF1148'PRAT GRAVELED ROAD FOR 3.6 MILES TO A T-ROAD JUNCTION, BEAR TO THE
 KF1148'RIGHT AND CONTINUE NORTH ON A GRAVELED ROAD 2.85 MILES TO A SIDE
 KF1148'ROAD LEFT, TURN LEFT, GO NORTH ON A GRAVELED ROAD FOR 2.2 MILES
 KF1148'TO A SIDE ROAD ON THE LEFT, TAKE THIS ROAD THAT PARALLELS THE
 KF1148'MAIN ROAD FOR 0.1 MILE, TURN LEFT AND GO SOUTHWESTERLY ON A
 KF1148'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 KF1148'CONTINUE 0.4 MILE TO END OF TRUCK TRAVEL AND STATION IS ON THE HIGH
 KF1148'RIDGE SOUTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1435 ***********************************************************************
 JF1435  DESIGNATION -  CLEMENT
 JF1435  PID         -  JF1435
 JF1435  STATE/COUNTY-  KS/CHASE
 JF1435  USGS QUAD   -  ELMDALE (1989)
 JF1435
 JF1435                         *CURRENT SURVEY CONTROL
 JF1435  ___________________________________________________________________
 JF1435* NAD 83(1997)-  38 21 47.44500(N)    096 43 58.04066(W)     ADJUSTED  
 JF1435* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 JF1435  ___________________________________________________________________
 JF1435  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 JF1435  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 JF1435
 JF1435  HORZ ORDER  -  FIRST
 JF1435
 JF1435.The horizontal coordinates were established by classical geodetic methods
 JF1435.and adjusted by the National Geodetic Survey in October 1998..
 JF1435
 JF1435.The orthometric height was scaled from a topographic map.
 JF1435
 JF1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1435
 JF1435.The geoid height was determined by GEOID03.
 JF1435
 JF1435;                    North         East     Units Scale Factor Converg.
 JF1435;SPC KS S     -   589,754.428   554,435.389   MT  0.99996609   +1 05 09.6
 JF1435;UTM  14      - 4,248,544.812   698,081.371   MT  1.00008323   +1 24 27.3
 JF1435
 JF1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1435!SPC KS S     -   0.99993244  x   0.99996609  =   0.99989854
 JF1435!UTM  14      -   0.99993244  x   1.00008323  =   1.00001567
 JF1435
 JF1435:                Primary Azimuth Mark                     Grid Az
 JF1435:SPC KS S     -  STRONG CITY ST ANTHONY CATH CH           075 31 58.2
 JF1435:UTM  14      -  STRONG CITY ST ANTHONY CATH CH           075 12 40.5
 JF1435
 JF1435|---------------------------------------------------------------------|
 JF1435| PID    Reference Object                     Distance      Geod. Az  |
 JF1435|                                                           dddmmss.s |
 JF1435| JF1427 STRONG CITY ST ANTHONY CATH CH      APPROX.17.4 KM 0763707.8 |
 JF1435| CL4514 CLEMENT RM 1                        203.450 METERS 10210     |
 JF1435| JF1410 AMARILLO KANSAS CITY AWY BN 35      APPROX.35.3 KM 1370224.2 |
 JF1435| CL4516 CLEMENT RM 3                         44.476 METERS 16559     |
 JF1435| CL4517 CLEMENT RM 4                         46.701 METERS 20243     |
 JF1435| CL4512 CLEMENT AZ MK                                      2051420.4 |
 JF1435| JF1516 PEABODY SILVER MUN TANK             APPROX.38.8 KM 2370429.7 |
 JF1435| CL4513 CLEMENT AZ MK 2                                    2584535.4 |
 JF1435| CL4515 CLEMENT RM 2                        268.110 METERS 26337     |
 JF1435| JF1453 IMMANUEL EVAN LUTH CH SPIRE         APPROX. 6.0 KM 2695253.6 |
 JF1435|---------------------------------------------------------------------|
 JF1435
 JF1435                          SUPERSEDED SURVEY CONTROL
 JF1435
 JF1435  NAD 83(1986)-  38 21 47.45467(N)    096 43 58.03999(W) AD(       ) 1
 JF1435  NAD 27      -  38 21 47.39811(N)    096 43 56.99362(W) AD(       ) 1
 JF1435
 JF1435.Superseded values are not recommended for survey control.
 JF1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1435.See file dsdata.txt to determine how the superseded data were derived.
 JF1435
 JF1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH9808148545(NAD 83)
 JF1435_MARKER: DS = TRIANGULATION STATION DISK
 JF1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1435_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1435
 JF1435  HISTORY     - Date     Condition        Report By
 JF1435  HISTORY     - 1935     MONUMENTED       CGS
 JF1435  HISTORY     - 1936     GOOD             LOCENG
 JF1435  HISTORY     - 1956     GOOD             CGS
 JF1435  HISTORY     - 1968     GOOD             CGS
 JF1435  HISTORY     - 1972     GOOD             KSHC
 JF1435  HISTORY     - 1975     GOOD             NGS
 JF1435
 JF1435                          STATION DESCRIPTION
 JF1435
 JF1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1435'STATION IS IN THE VICINITY OF HERINGTON, ABOUT 4-1/2 MILES NORTH
 JF1435'OF CLEMENTS, AND 5 MILES WEST OF ELMDALE.  NEAR OLD U.S.G.S.
 JF1435'STATION WEICHUS.  IN THE SOUTHEAST QUARTER OF SECTION 26, T. 19
 JF1435'S., R. 6 E.
 JF1435'
 JF1435'TO REACH FROM THE RAILROAD DEPOT IN CLEMENTS, GO NORTH 0.25 MILE,
 JF1435'THENCE LEFT (WEST) ON U.S. HIGHWAY 50-S FOR 0.2 MILE, THENCE RIGHT
 JF1435'(NORTH) ONTO DIRT ROAD, LEAVING U.S. HIGHWAY 50-S FOR 1.3 MILES,
 JF1435'THENCE RIGHT (NORTH) AT T-FORK, ALONG MAIN ROAD FOR 3.7 MILES,
 JF1435'THENCE RIGHT (EAST) AT ANOTHER T-FORK AND FOLLOW DIM ROAD 1.0
 JF1435'MILE TO TOP OF RIDGE, THENCE RIGHT (NORTH) AND PASS THROUGH GATE
 JF1435'IN SOUTHEAST CORNER OF PASTURE, GO NORTHEAST AROUND HEAD OF
 JF1435'DRAW, THEN SOUTH TO SOUTH END OF RIDGE AND STATION.  THE SOUTH
 JF1435'END OF THE RIDGE DROPS SHARPLY TO THE SOUTH, AND THE NORTH END
 JF1435'IS LEVEL.  MARK IS 200 FEET NORTH OF FENCE LINE, 230 FEET NORTH
 JF1435'OF CENTER LINE OF DIM ROAD, 100 FEET EAST OF CREST OF RISE
 JF1435'FROM COULEE ABOUT 50 FEET DEEP.
 JF1435'
 JF1435'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, ACROSS BOTTOM
 JF1435'OF SHALLOW DRAW, 30 FEET NORTH OF CENTER LINE OF DIM ROAD, IN
 JF1435'FENCE LINE.  (DISTANCES MEASURED ON SLOPE.)
 JF1435'
 JF1435'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, ACROSS DEEP
 JF1435'COULEE, 30 FEET NORTH OF CENTER LINE OF ROAD IN FENCE LINE.
 JF1435'(DISTANCES MEASURED ON SLOPE.)
 JF1435'
 JF1435'AZIMUTH MARK IS REACHED BY GOING 1.2 MILES WEST ON ROAD WHICH
 JF1435'IS 200 FEET SOUTH OF STATION, THENCE LEFT (SOUTH) ON GRAVEL WINDING
 JF1435'ROAD FOR 3.0 MILES TO TOP OF HILL AND MARK ON LEFT (EAST),
 JF1435'NEAR ROAD GOING THROUGH WIRE GATE.  MARK IS 35 FEET EAST OF
 JF1435'CENTER LINE OF GRAVEL ROAD, 15 FEET NORTH OF CENTER LINE OF
 JF1435'ROAD THROUGH WIRE GATE, AND 5 FEET NORTH OF HEAVY GATE POST, AND
 JF1435'2 FEET EAST OF NORTH-SOUTH FENCE LINE.
 JF1435'
 JF1435'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 JF1435'DESCRIBED.
 JF1435'
 JF1435'NOTE- A STONE SHAPED AS THE BASE OF A PYRAMID WITH END MARKED
 JF1435'WITH A CROSS (THE LETTERS READING U.S.G.S. EACH LETTER INSCRIBED
 JF1435'IN A CORNER OF THE CROSS), WAS FOUND LYING NEAR THIS STATION,
 JF1435'ON THE TOP OF THE SOD, WITH NO INDICATION AS TO ITS FORMER
 JF1435'LOCATION.  STONE WAS ABOUT 12 INCHES LONG, 4 INCHES BY 4 INCHES
 JF1435'AT ONE END, AND 3 INCHES BY 3 INCHES AT THE OTHER.
 JF1435'
 JF1435'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JF1435
 JF1435                          STATION RECOVERY (1936)
 JF1435
 JF1435'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936
 JF1435'LETTER OF MR. F.M. CARNAHAN, RESIDENT ENGINEER, KANSAS HIGHWAY
 JF1435'COMMISSION, COTTONWOOD FALLS, KANSAS, 9/2/36-
 JF1435'
 JF1435'NEW REFERENCES TO STATION CLEMENT-
 JF1435'
 JF1435'NEW REFERENCE MARK NO. 1 IS LOCATED 65.65 FEET NORTHWEST OF
 JF1435'OLD REFERENCE MARK NO. 1.  NEW REFERENCE MARK NO. 1 IS SOUTHEAST
 JF1435'OF STATION, ACROSS BOTTOM OF SHALLOW DRAW, 50 FEET NORTH OF
 JF1435'CENTER LINE OF ROAD, IN FENCE LINE.  (DISTANCE MEASURED ON SLOPE.)
 JF1435'
 JF1435'NEW REFERENCE MARK NO. 2 IS LOCATED 117.75 FEET NORTHEAST OF
 JF1435'OLD REFERENCE MARK NO. 2.  NEW REFERENCE MARK NO. 2 IS SOUTHWEST
 JF1435'OF STATION, ACROSS DEEP COULEE, 95 FEET NORTH OF CENTER LINE OF
 JF1435'ROAD, IN FENCE LINE.  (DISTANCE MEASURED ON SLOPE.)
 JF1435'
 JF1435'NEW CONCRETE MONUMENTS WERE CONSTRUCTED SIMILAR TO THE OLD ONES.
 JF1435
 JF1435                          STATION RECOVERY (1956)
 JF1435
 JF1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1435'THE ORIGINAL STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 JF1435'AND FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 ESTABLISHED
 JF1435'IN 1936 BY MR. F.M. CARAHAN, RESIDENT ENGINEER, KANSAS HIGHWAY
 JF1435'COMMISSION, COTTONWOOD FALLS, KANSAS WERE RECOVERED IN GOOD
 JF1435'CONDITION. THEY ARE DIFFICULT TO MEASURE ACCURATELY, CONSEQUENTLY
 JF1435'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 JF1435'REFERENCE MARKS 1 AND 2 WERE NOT DESTROYED AS THEY MAY HAVE
 JF1435'HAD VERTICAL TIES AND CAN BE USED AS SHORT AZIMUTH MARKS.
 JF1435'
 JF1435'A NEW AZIMUTH MARK WAS ESTABLISHED AT A SHORTER DISTANCE SO AS TO
 JF1435'BE MORE USEFUL FOR DAYLIGHT OBSERVATIONS.  THE OLD AZIMUTH MARK
 JF1435'WAS TIED IN VERTICALLY BY THE U.S. GEOLOGICAL SURVEY AFTER
 JF1435'ESTABLISHMENT OF THE NEW MARK, CONSEQUENTLY THE OLD AZIMUTH
 JF1435'MARK WAS NOT DESTROYED.
 JF1435'
 JF1435'THE DIRECTION TO THE 1935 AZIMUTH MARK CHECKED BY 0.5 SECOND
 JF1435'AND THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 THAT WERE ESTABLISHED
 JF1435'IN 1936 CHECKED BY 06. SECONDS AND 22. SECONDS RESPECTIVELY.
 JF1435'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND THE SAME AS STATED
 JF1435'IN THE 1936 DESCRIPTION BY THE KANSAS HIGHWAY COMMISSION WHILE
 JF1435'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.9 FOOT
 JF1435'SHORTER.
 JF1435'
 JF1435'A COMPLETE NEW DESCRIPTION FOLLOWS-
 JF1435'
 JF1435'THE STATION IS ABOUT 4-1/2 MILES NORTH OF CLEMENTS, 4-1/2
 JF1435'MILES WEST OF ELMDALE, ON THE TOP OF A HIGH PROMINENT HILL IN A
 JF1435'PASTURE OWNED BY MRS. E.M. HARDEN, ROUTE 3, NEWTON, KANSAS.
 JF1435'IT IS 202 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 150,
 JF1435'154 FEET NORTHWEST OF A WHITE WITNESS POST AND 145 FEET NORTH
 JF1435'OF A WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JF1435'CLEMENT 1935.
 JF1435'
 JF1435'TO REACH THE STATION FROM THE INTERSECTION OF A GRAVEL ROAD
 JF1435'AND THE RAILROAD TRACKS JUST SOUTH OF THE RAILROAD DEPOT IN
 JF1435'ELMDALE, GO WEST ON THE GRAVEL ROAD FOR 0.1 MILE TO THE JUNCTION
 JF1435'WITH U.S. HIGHWAY 50S.  TURN LEFT AND GO SOUTHWEST ON HIGHWAY 50S
 JF1435'FOR 0.85 MILE TO THE JUNCTION WITH STATE HIGHWAY 150.  TURN
 JF1435'RIGHT AND GO WEST ON HIGHWAY 150 FOR 3.9 MILES TO THE STATION ON
 JF1435'THE RIGHT ON TOP OF THE HILL.  TO DRIVE TO THE STATION, GO NORTH
 JF1435'THROUGH A WIRE GATE THAT IS 0.3 MILE EAST OF THE STATION AND JUST
 JF1435'EAST OF A CATTLE LOADING PEN, THEN BEAR WEST ACROSS PASTURE
 JF1435'FOR 0.3 MILE TO THE TOP OF THE HILL.
 JF1435'
 JF1435'TO REACH AZIMUTH MARK CLEMENT 1935 FROM HIGHWAY 150 WHICH IS
 JF1435'200 FEET SOUTH OF THE STATION, GO WEST ON HIGHWAY 150 FOR 1.2
 JF1435'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON THE WINDING
 JF1435'GRAVEL ROAD FOR 3.0 MILES TO THE TOP OF A HILL AND THE MARK ON
 JF1435'THE LEFT.
 JF1435'
 JF1435'TO REACH AZIMUTH MARK CLEMENT NO 2 1956 FROM HIGHWAY
 JF1435'150 WHICH IS 200 FEET SOUTH OF THE STATION, GO WEST ON HIGHWAY
 JF1435'150 FOR 0.25 MILE TO THE MARK ON THE TOP OF THE BANK ON THE LEFT.
 JF1435'
 JF1435'REFERENCE MARK 1 IS 53 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 JF1435'150 AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 8
 JF1435'INCHES AND THE DISK IS STAMPED CLEMENT NO 1 1935.
 JF1435'
 JF1435'REFERENCE MARK 2 IS 93 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 JF1435'150, 80 FEET NORTH OF A METAL GUARD RAIL ALONG THE HIGHWAY
 JF1435'AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 17 INCHES
 JF1435'AND THE DISK IS STAMPED CLEMENT NO 2 1935.
 JF1435'
 JF1435'REFERENCE MARK 3 IS 57 FEET NORTH OF THE CENTERLINE OF HIGHWAY 150,
 JF1435'1 FOOT NORTH OF THE WIRE FENCE AND 1 FOOT WEST OF THE WHITE
 JF1435'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JF1435'CLEMENT 1935 NO 3.
 JF1435'
 JF1435'REFERENCE MARK 4 IS 57 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 JF1435'150 AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS 4
 JF1435'INCHES AND THE DISK IS STAMPED CLEMENT 1935 NO 4.
 JF1435'
 JF1435'THE AZIMUTH MARK CLEMENT 1935 IS 35 FEET EAST OF THE CENTERLINE
 JF1435'OF THE GRAVEL ROAD, 15 FEET NORTH OF THE CENTERLINE OF A FIELD
 JF1435'ROAD AND 2 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 8
 JF1435'INCHES AND THE DISK IS STAMPED CLEMENT 1935 AZI.
 JF1435'
 JF1435'THE AZIMUTH MARK CLEMENT NO 2 IS 50 FEET SOUTH OF THE CENTERLINE
 JF1435'OF STATE HIGHWAY 150, 3 FEET EAST OF A WHITE WITNESS POST
 JF1435'AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK IS FLUSH AND THE
 JF1435'DISK IS STAMPED CLEMENT NO 2 1935.
 JF1435'
 JF1435'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JF1435
 JF1435                          STATION RECOVERY (1968)
 JF1435
 JF1435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1435'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1435'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AZIMUTH MARK 1935,
 JF1435'AND AZIMUTH MARK 2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1435'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1435'FOR RECOVERY.
 JF1435'
 JF1435'THE STATION IS 20 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 JF1435'FENCE AROUND A MICROWAVE TOWER.
 JF1435'
 JF1435'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/2
 JF1435'MILES NORTH OF CLEMENTS.
 JF1435
 JF1435                          STATION RECOVERY (1972)
 JF1435
 JF1435'RECOVERY NOTE BY KS HIGHWAY COMM 1972 (WJM)
 JF1435'CLEMENT 1935 RECOVERED GOOD.
 JF1435'
 JF1435'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SW AND 4 MILE W OF
 JF1435'ELMSDALE.
 JF1435
 JF1435                          STATION RECOVERY (1975)
 JF1435
 JF1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JF1435'STATION, RM 2, RM3, RM 4 WERE RECOVERED AS DESCRIBED AND IN GOOD
 JF1435'CONDITION.  RM 1 AND AZIMUTH MARKERS WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0799 ***********************************************************************
 JG0799  DESIGNATION -  CLEVELAND
 JG0799  PID         -  JG0799
 JG0799  STATE/COUNTY-  KS/BARTON
 JG0799  USGS QUAD   -  DUBUQUE (1969)
 JG0799
 JG0799                         *CURRENT SURVEY CONTROL
 JG0799  ___________________________________________________________________
 JG0799* NAD 83(1997)-  38 41 06.67120(N)    098 31 01.09335(W)     ADJUSTED  
 JG0799* NAVD 88     -       575.     (meters)    1886.     (feet)  SCALED    
 JG0799  ___________________________________________________________________
 JG0799  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 JG0799  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 JG0799
 JG0799  HORZ ORDER  -  THIRD
 JG0799
 JG0799.The horizontal coordinates were established by classical geodetic methods
 JG0799.and adjusted by the National Geodetic Survey in October 1998..
 JG0799
 JG0799.The orthometric height was scaled from a topographic map.
 JG0799
 JG0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0799
 JG0799.The geoid height was determined by GEOID03.
 JG0799
 JG0799;                    North         East     Units Scale Factor Converg.
 JG0799;SPC KS S     -   624,035.544   398,523.388   MT  1.00002559   -0 00 37.5
 JG0799;SPC KS N     -    39,187.871   355,018.954   MT  1.00000523   -0 19 37.5
 JG0799;UTM  14      - 4,281,953.017   542,011.205   MT  0.99962173   +0 18 06.9
 JG0799
 JG0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0799!SPC KS S     -   0.99991387  x   1.00002559  =   0.99993945
 JG0799!SPC KS N     -   0.99991387  x   1.00000523  =   0.99991910
 JG0799!UTM  14      -   0.99991387  x   0.99962173  =   0.99953563
 JG0799
 JG0799|---------------------------------------------------------------------|
 JG0799| PID    Reference Object                     Distance      Geod. Az  |
 JG0799|                                                           dddmmss.s |
 JG0799| CK8364 CLEVELAND RM 1                       14.775 METERS 00031     |
 JG0799| CK8365 CLEVELAND RM 2                       20.480 METERS 09108     |
 JG0799| CK8363 CLEVELAND AZ MK                                    2091754.3 |
 JG0799| JG0798 DUBUQUE ST CATHERINES CATH CH       APPROX. 8.1 KM 2784410.6 |
 JG0799|---------------------------------------------------------------------|
 JG0799
 JG0799                          SUPERSEDED SURVEY CONTROL
 JG0799
 JG0799  NAD 83(1986)-  38 41 06.67883(N)    098 31 01.09354(W) AD(       ) 3
 JG0799  NAD 27      -  38 41 06.64000(N)    098 30 59.83900(W) AD(       ) 3
 JG0799
 JG0799.Superseded values are not recommended for survey control.
 JG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0799.See file dsdata.txt to determine how the superseded data were derived.
 JG0799
 JG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH4201181953(NAD 83)
 JG0799_MARKER: DS = TRIANGULATION STATION DISK
 JG0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0799_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0799
 JG0799  HISTORY     - Date     Condition        Report By
 JG0799  HISTORY     - 1952     MONUMENTED       CGS
 JG0799
 JG0799                          STATION DESCRIPTION
 JG0799
 JG0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0799'THE STATION IS ABOUT 26 MILES NORTHEAST OF GREAT BEND, 11 MILES
 JG0799'NORTH OF CLAFLIN, 37 FEET WEST OF CENTERLINE OF A GRAVEL ROAD,
 JG0799'7 FEET SOUTH OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT EAST
 JG0799'OF A FENCE LINE.
 JG0799'
 JG0799'TO REACH THE STATION FROM THE DEPOT IN CLAFLIN, GO WEST ON
 JG0799'STATE HIGHWAY 4 FOR ONE BLOCK, TURN RIGHT AND GO NORTH ON
 JG0799'BLACKTOP ROAD FOR 7.0 MILES TO CROSSROADS AND BLACKTOP ROAD
 JG0799'LEFT, CONTINUE NORTH ON BLACKTOP THEN GRAVEL ROAD FOR 4.0 MILES
 JG0799'TO SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.85 MILE TO
 JG0799'AZIMUTH MARK ON LEFT AS DESCRIBED BELOW, CONTINUE EAST FOR 0.15
 JG0799'MILE TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.25 MILE TO
 JG0799'STATION ON LEFT.
 JG0799'
 JG0799'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JG0799'CLEVELAND 1952.
 JG0799'
 JG0799'REFERENCE MARK 1 IS 37 FEET WEST OF CENTER-LINE OF GRAVEL
 JG0799'ROAD AND 1 FOOT EAST OF FENCE LINE.  THE MARK PROJECTS 4 INCHES
 JG0799'AND IS STAMPED CLEVELAND NO 1 1952.
 JG0799'
 JG0799'REFERENCE MARK 2 IS 33 FEET EAST OF CENTER-LINE OF GRAVEL ROAD
 JG0799'AND 1 FOOT WEST OF FENCE LINE.  THE MARK PROJECTS 5 INCHES
 JG0799'AND IS STAMPED CLEVELAND NO 2 1952.
 JG0799'
 JG0799'THE AZIMUTH MARK IS 34 FEET NORTH OF CENTER-LINE OF GRAVEL
 JG0799'ROAD, 3 FEET EAST OF 4 X 4 INCH WITNESS POST, AND IN THE FENCE
 JG0799'LINE.  THE MARK PROJECTS 2 INCHES AND IS STAMPED CLEVELAND 1952.
 JG0799'
 JG0799'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0963 ***********************************************************************
 KF0963  DESIGNATION -  CLEVELAND
 KF0963  PID         -  KF0963
 KF0963  STATE/COUNTY-  KS/NEMAHA
 KF0963  USGS QUAD   -  ST BENEDICT (1966)
 KF0963
 KF0963                         *CURRENT SURVEY CONTROL
 KF0963  ___________________________________________________________________
 KF0963* NAD 83(1997)-  39 54 52.29749(N)    096 06 52.40931(W)     ADJUSTED  
 KF0963* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 KF0963  ___________________________________________________________________
 KF0963  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 KF0963  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 KF0963
 KF0963  HORZ ORDER  -  SECOND
 KF0963
 KF0963.The horizontal coordinates were established by classical geodetic methods
 KF0963.and adjusted by the National Geodetic Survey in October 1998..
 KF0963
 KF0963.The orthometric height was scaled from a topographic map.
 KF0963
 KF0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0963
 KF0963.The geoid height was determined by GEOID03.
 KF0963
 KF0963;                    North         East     Units Scale Factor Converg.
 KF0963;SPC KS N     -   177,217.340   561,197.926   MT  1.00002392   +1 11 34.6
 KF0963;SPC NE       -    16,479.364   832,107.558   MT  1.00003970   +2 34 29.5
 KF0963;UTM  14      - 4,422,257.150   746,625.885   MT  1.00034887   +1 51 08.5
 KF0963
 KF0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0963!SPC KS N     -   0.99994404  x   1.00002392  =   0.99996796
 KF0963!SPC NE       -   0.99994404  x   1.00003970  =   0.99998374
 KF0963!UTM  14      -   0.99994404  x   1.00034887  =   1.00029290
 KF0963
 KF0963|---------------------------------------------------------------------|
 KF0963| PID    Reference Object                     Distance      Geod. Az  |
 KF0963|                                                           dddmmss.s |
 KF0963| CL6251 CLEVELAND RM 1                       20.001 METERS 14752     |
 KF0963| KF0962 ST BENEDICT ST MARYS CATH CH        APPROX. 3.5 KM 1570032.2 |
 KF0963| CL6250 CLEVELAND AZ MK                                    1684313.6 |
 KF0963| CL6252 CLEVELAND RM 2                       20.621 METERS 21354     |
 KF0963|---------------------------------------------------------------------|
 KF0963
 KF0963                          SUPERSEDED SURVEY CONTROL
 KF0963
 KF0963  NAD 83(1997)-  39 54 52.29839(N)    096 06 52.40945(W) AD(       ) 2
 KF0963  NAD 83(1986)-  39 54 52.30457(N)    096 06 52.40568(W) AD(       ) 2
 KF0963  NAD 27      -  39 54 52.30900(N)    096 06 51.39200(W) AD(       ) 2
 KF0963
 KF0963.Superseded values are not recommended for survey control.
 KF0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0963.See file dsdata.txt to determine how the superseded data were derived.
 KF0963
 KF0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK4662622257(NAD 83)
 KF0963_MARKER: DS = TRIANGULATION STATION DISK
 KF0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0963
 KF0963  HISTORY     - Date     Condition        Report By
 KF0963  HISTORY     - 1947     MONUMENTED       CGS
 KF0963  HISTORY     - 1950     GOOD             CGS
 KF0963
 KF0963                          STATION DESCRIPTION
 KF0963
 KF0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0963'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF SENECA, 2.0
 KF0963'MILES NORTH OF ST BENEDICT AND 0.3 MILES WEST OF THE CLEVELAND
 KF0963'SCHOOL HOUSE ON THE NORTH SIDE OF THE EAST-WEST SECTION LINE
 KF0963'ROAD.  IT IS 30 FEET NORTH OF THE CENTER OF THE EAST-WEST
 KF0963'SECTION LINE ROAD SET IN THE HEDGE LINE AND BELOW TELEPHONE
 KF0963'LINES.  IT IS STAMPED CLEVELAND 1947 AND PROJECTS 2 INCHES.
 KF0963'
 KF0963'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 30 FEET SOUTH
 KF0963'OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD AND 1 FOOT
 KF0963'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED CLEVELAND NO 1
 KF0963'1947 AND PROJECTS 2 INCHES.
 KF0963'
 KF0963'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 30 FEET SOUTH
 KF0963'OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD AND 1 FOOT
 KF0963'NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED CLEVELAND NO 2
 KF0963'1947 AND PROJECTS 6 INCHES.
 KF0963'
 KF0963'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH-SOUTHEAST OF THE
 KF0963'STATION, 30 FEET NORTH OF THE CENTER OF EAST-WEST SECTION LINE
 KF0963'ROAD, 1.5 FEET EAST OF WHITE WITNESS POST AND JUST NORTH OF A
 KF0963'LARGE WHITE FARM HOUSE ON SOUTH SIDE OF ROAD.  IT IS STAMPED
 KF0963'CLEVELAND 1947 AND PROJECTS 4 INCHES.  TO REACH FROM THE STATION,
 KF0963'GO EAST FOR 0.3 MILE TO THE CLEVELAND SCHOOL HOUSE, TURN RIGHT
 KF0963'AND GO SOUTH FOR 1.0 MILE TO CROSS ROADS, TURN RIGHT AND GO
 KF0963'WEST FOR 0.1 MILE TO A LARGE WHITE FARM HOUSE ON THE LEFT
 KF0963'AND MARK ON THE RIGHT IN FENCE LINE AS DESCRIBED.
 KF0963'
 KF0963'TO REACH THE STATION FROM ST BENEDICT, GO NORTH FOR 0.8 MILE,
 KF0963'TURN LEFT AND GO WEST ON MAIN TRAVELED ROAD FOR 0.5 MILE, TURN
 KF0963'RIGHT AND GO NORTH FOR 1.0 MILE TO CROSS ROADS AND CLEVELAND
 KF0963'SCHOOL HOUSE ON THE LEFT, TURN LEFT AND GO WEST FOR 0.3 MILE
 KF0963'TO THE STATION ON THE RIGHT AS DESCRIBED.
 KF0963'
 KF0963'AN 87 FOOT SIGNAL AT STATION BAILEYVILLE IS V.G
 KF0963'
 KF0963'A 74 FOOT SIGNAL AT STATION CLEAR CREEK IS V.G
 KF0963'
 KF0963'A 74 FOOT SIGNAL AT STATION ALLISON IS V.G
 KF0963'
 KF0963'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 KF0963
 KF0963                          STATION RECOVERY (1950)
 KF0963
 KF0963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KF0963'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED AS
 KF0963'DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0821 ***********************************************************************
 KF0821  DESIGNATION -  CLIFTON MUNICIPAL STANDPIPE
 KF0821  PID         -  KF0821
 KF0821  STATE/COUNTY-  KS/WASHINGTON
 KF0821  USGS QUAD   -  CLIFTON (1965)
 KF0821
 KF0821                         *CURRENT SURVEY CONTROL
 KF0821  ___________________________________________________________________
 KF0821* NAD 83(1997)-  39 34 05.22869(N)    097 16 43.90305(W)     ADJUSTED  
 KF0821* NAVD 88     -                                                        
 KF0821  ___________________________________________________________________
 KF0821  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 KF0821  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 KF0821
 KF0821  HORZ ORDER  -  THIRD
 KF0821
 KF0821.The horizontal coordinates were established by classical geodetic methods
 KF0821.and adjusted by the National Geodetic Survey in October 1998..
 KF0821
 KF0821
 KF0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0821
 KF0821.The geoid height was determined by GEOID03.
 KF0821
 KF0821;                    North         East     Units Scale Factor Converg.
 KF0821;SPC KS N     -   137,324.497   461,964.577   MT  0.99997216   +0 27 22.6
 KF0821;UTM  14      - 4,381,239.161   647,841.437   MT  0.99986910   +1 05 47.6
 KF0821
 KF0821                          SUPERSEDED SURVEY CONTROL
 KF0821
 KF0821  NAD 83(1997)-  39 34 05.23417(N)    097 16 43.90154(W) AD(       ) 4
 KF0821  NAD 83(1986)-  39 34 05.23550(N)    097 16 43.90163(W) AD(       ) 4
 KF0821  NAD 27      -  39 34 05.23500(N)    097 16 42.78200(W) AD(       ) 3
 KF0821
 KF0821.Superseded values are not recommended for survey control.
 KF0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0821.See file dsdata.txt to determine how the superseded data were derived.
 KF0821
 KF0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ4784181239(NAD 83)
 KF0821_MARKER: 52 = STANDPIPE TANK
 KF0821
 KF0821  HISTORY     - Date     Condition        Report By
 KF0821  HISTORY     - 1935     FIRST OBSERVED   CGS
 KF0821  HISTORY     - 1950     GOOD             CGS
 KF0821  HISTORY     - 1965     GOOD             CGS
 KF0821
 KF0821                          STATION DESCRIPTION
 KF0821
 KF0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0821'POINT OBSERVED UPON IS THE FINIAL OF A BLACK STANDPIPE LOCATED
 KF0821'IN THE CENTER OF TOWN OF CLIFTON.  IT IS ABOUT 100 FEET HIGH.
 KF0821'
 KF0821'STATION WAS OBSERVED UPON FROM STATIONS CLAY, OAK, MERTEN,
 KF0821'WAN, AND SAM.
 KF0821
 KF0821                          STATION RECOVERY (1950)
 KF0821
 KF0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0821'THE STATION IS LOCATED IN THE SOUTHEAST PART OF CLIFTON,
 KF0821'80 FEET EAST OF NORTH-SOUTH STREET AND 30 FEET SOUTH OF
 KF0821'EAST-WEST STREET.  IT IS A CYLINDRICAL STEEL STRUCTURE,
 KF0821'12 FEET IN DIAMETER WITH AN OVERALL HEIGHT OF 105 FEET.
 KF0821'IT HAS CLIFTON ON THE NORTH AND SOUTH SIDES.  THE POINT
 KF0821'OBSERVED UPON WAS A BALL AT THE APEX OF A DOME SHAPED ROOF
 KF0821'ON THE STANDPIPE.
 KF0821
 KF0821                          STATION RECOVERY (1965)
 KF0821
 KF0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0821'RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0815 ***********************************************************************
 KF0815  DESIGNATION -  CLIFTON RADIO STATION KYDN TWR
 KF0815  PID         -  KF0815
 KF0815  STATE/COUNTY-  KS/CLAY
 KF0815  USGS QUAD   -  LINN SW (1968)
 KF0815
 KF0815                         *CURRENT SURVEY CONTROL
 KF0815  ___________________________________________________________________
 KF0815* NAD 83(1997)-  39 32 44.18502(N)    097 15 00.05511(W)     ADJUSTED  
 KF0815* NAVD 88     -                                                        
 KF0815  ___________________________________________________________________
 KF0815  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 KF0815  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 KF0815
 KF0815  HORZ ORDER  -  THIRD
 KF0815
 KF0815.The horizontal coordinates were established by classical geodetic methods
 KF0815.and adjusted by the National Geodetic Survey in October 1998..
 KF0815
 KF0815
 KF0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0815
 KF0815.The geoid height was determined by GEOID03.
 KF0815
 KF0815;                    North         East     Units Scale Factor Converg.
 KF0815;SPC KS N     -   134,845.354   464,463.901   MT  0.99997006   +0 28 28.3
 KF0815;UTM  14      - 4,378,788.332   650,368.054   MT  0.99987838   +1 06 51.9
 KF0815
 KF0815                          SUPERSEDED SURVEY CONTROL
 KF0815
 KF0815  NAD 83(1997)-  39 32 44.19080(N)    097 15 00.05333(W) AD(       ) 4
 KF0815  NAD 83(1986)-  39 32 44.19178(N)    097 15 00.05374(W) AD(       ) 4
 KF0815  NAD 27      -  39 32 44.19700(N)    097 14 58.94100(W) AD(       ) 3
 KF0815
 KF0815.Superseded values are not recommended for survey control.
 KF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0815.See file dsdata.txt to determine how the superseded data were derived.
 KF0815
 KF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5036878788(NAD 83)
 KF0815_MARKER: 43 = RADIO/TV TOWER
 KF0815
 KF0815  HISTORY     - Date     Condition        Report By
 KF0815  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0815  HISTORY     - 1965     GOOD             CGS
 KF0815
 KF0815                          STATION DESCRIPTION
 KF0815
 KF0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0815'THE STATION IS LOCATED ABOUT 2.75 MILES EAST-SOUTHEAST OF
 KF0815'CLIFTON 0.2 MILE NORTH OF HARD SURFACED ROAD AND ON THE
 KF0815'SUMMIT OF HIGH HILL.  IT IS OWNED BY THE NORTHERN NATURAL
 KF0815'GAS COMPANY.  IT IS A STEEL TOWER SUPPORTING THE ANTENNAE
 KF0815'WITH AN OVERALL HEIGHT OF 260 FEET.  THE POINT OBSERVED
 KF0815'UPON WAS THE TOP OF THE TOWER.
 KF0815'
 KF0815'TO REACH THE STATION FROM THE POST OFFICE IN CLIFTON, GO
 KF0815'EAST ON STATE HIGHWAY NO. 9 FOR 1.3 MILES TO T-ROAD RIGHT,
 KF0815'TURN RIGHT AND GO SOUTH AND EAST ON HARD SURFACED ROAD FOR
 KF0815'1.7 MILES TO NORTHERN NATURAL GAS PUMPING STATION ON THE
 KF0815'LEFT AND RADIO TOWER ON HILL JUST NORTH OF THE PUMPING STATION.
 KF0815
 KF0815                          STATION RECOVERY (1965)
 KF0815
 KF0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0815'RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0822 ***********************************************************************
 KF0822  DESIGNATION -  CLIFTON ST MARYS CATHOLIC CH
 KF0822  PID         -  KF0822
 KF0822  STATE/COUNTY-  KS/WASHINGTON
 KF0822  USGS QUAD   -  CLIFTON (1965)
 KF0822
 KF0822                         *CURRENT SURVEY CONTROL
 KF0822  ___________________________________________________________________
 KF0822* NAD 83(1997)-  39 34 13.24329(N)    097 16 48.94726(W)     ADJUSTED  
 KF0822* NAVD 88     -                                                        
 KF0822  ___________________________________________________________________
 KF0822  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 KF0822  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 KF0822
 KF0822  HORZ ORDER  -  THIRD
 KF0822
 KF0822.The horizontal coordinates were established by classical geodetic methods
 KF0822.and adjusted by the National Geodetic Survey in October 1998..
 KF0822
 KF0822
 KF0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0822
 KF0822.The geoid height was determined by GEOID03.
 KF0822
 KF0822;                    North         East     Units Scale Factor Converg.
 KF0822;SPC KS N     -   137,570.700   461,842.218   MT  0.99997238   +0 27 19.4
 KF0822;UTM  14      - 4,381,483.956   647,716.347   MT  0.99986865   +1 05 44.6
 KF0822
 KF0822                          SUPERSEDED SURVEY CONTROL
 KF0822
 KF0822  NAD 83(1997)-  39 34 13.24872(N)    097 16 48.94567(W) AD(       ) 4
 KF0822  NAD 83(1986)-  39 34 13.25001(N)    097 16 48.94580(W) AD(       ) 4
 KF0822  NAD 27      -  39 34 13.25300(N)    097 16 47.82200(W) AD(       ) 3
 KF0822
 KF0822.Superseded values are not recommended for survey control.
 KF0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0822.See file dsdata.txt to determine how the superseded data were derived.
 KF0822
 KF0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ4771681484(NAD 83)
 KF0822_MARKER: 91 = CHURCH CROSS
 KF0822
 KF0822  HISTORY     - Date     Condition        Report By
 KF0822  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0822  HISTORY     - 1965     GOOD             CGS
 KF0822
 KF0822                          STATION DESCRIPTION
 KF0822
 KF0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0822'THE STATION IS LOCATED IN THE NORTH PART OF CLIFTON, 75
 KF0822'FEET EAST OF NORTH-SOUTH STREET AND 60 FEET SOUTH OF EAST-WEST
 KF0822'STREET.  IT IS A 35 FOOT SPIRE ON THE NORTH END OF A RED
 KF0822'BRICK CHURCH WITH AN OVERALL HEIGHT OF 70 FEET.  THE POINT
 KF0822'OBSERVED UPON WAS THE CROSS AT THE APEX OF THE SPIRE.
 KF0822
 KF0822                          STATION RECOVERY (1965)
 KF0822
 KF0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0822'RECOVERED IN GOOD CONDITION, EXCEPT THE CROSS IS ON THE WEST END OF
 KF0822'THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0815 ***********************************************************************
 KH0815  DESIGNATION -  CLINTON
 KH0815  PID         -  KH0815
 KH0815  STATE/COUNTY-  KS/RAWLINS
 KH0815  USGS QUAD   -  LONG DRAW SOUTH (1978)
 KH0815
 KH0815                         *CURRENT SURVEY CONTROL
 KH0815  ___________________________________________________________________
 KH0815* NAD 83(1997)-  39 34 57.97815(N)    100 56 43.96265(W)     ADJUSTED  
 KH0815* NAVD 88     -       926.     (meters)    3038.     (feet)  SCALED    
 KH0815  ___________________________________________________________________
 KH0815  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 KH0815  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 KH0815
 KH0815  HORZ ORDER  -  SECOND
 KH0815
 KH0815.The horizontal coordinates were established by classical geodetic methods
 KH0815.and adjusted by the National Geodetic Survey in October 1998..
 KH0815
 KH0815.The orthometric height was scaled from a topographic map.
 KH0815
 KH0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0815
 KH0815.The geoid height was determined by GEOID03.
 KH0815
 KH0815;                    North         East     Units Scale Factor Converg.
 KH0815;SPC KS N     -   142,819.719   146,995.661   MT  0.99997361   -1 51 49.3
 KH0815;UTM  14      - 4,383,258.574   332,916.420   MT  0.99994372   -1 14 23.9
 KH0815
 KH0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0815!SPC KS N     -   0.99985852  x   0.99997361  =   0.99983213
 KH0815!UTM  14      -   0.99985852  x   0.99994372  =   0.99980225
 KH0815
 KH0815:                Primary Azimuth Mark                     Grid Az
 KH0815:SPC KS N     -  CLINTON AZ MK                            094 42 03.9
 KH0815:UTM  14      -  CLINTON AZ MK                            094 04 38.5
 KH0815
 KH0815|---------------------------------------------------------------------|
 KH0815| PID    Reference Object                     Distance      Geod. Az  |
 KH0815|                                                           dddmmss.s |
 KH0815| CN8130 CLINTON AZ MK                                      0925014.6 |
 KH0815| CN8131 CLINTON RM 1                         15.976 METERS 16120     |
 KH0815| CN8132 CLINTON RM 2                         35.747 METERS 25016     |
 KH0815|---------------------------------------------------------------------|
 KH0815
 KH0815                          SUPERSEDED SURVEY CONTROL
 KH0815
 KH0815  NAD 83(1997)-  39 34 57.98025(N)    100 56 43.96505(W) AD(       ) 2
 KH0815  NAD 83(1986)-  39 34 57.98070(N)    100 56 43.96548(W) AD(       ) 2
 KH0815  NAD 27      -  39 34 57.97400(N)    100 56 42.41400(W) AD(       ) 2
 KH0815
 KH0815.Superseded values are not recommended for survey control.
 KH0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0815.See file dsdata.txt to determine how the superseded data were derived.
 KH0815
 KH0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3291683259(NAD 83)
 KH0815_MARKER: DS = TRIANGULATION STATION DISK
 KH0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0815
 KH0815  HISTORY     - Date     Condition        Report By
 KH0815  HISTORY     - 1951     MONUMENTED       CGS
 KH0815
 KH0815                          STATION DESCRIPTION
 KH0815
 KH0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0815'THE STATION IS LOCATED 14.0 MILES NORTH-NORTHEAST OF COLBY,
 KH0815'11.0 MILES NORTH-NORTHWEST OF GEM, 1.0 MILE NORTH OF THE
 KH0815'RAWLINS-THOMAS COUNTY LINE AND IN THE SOUTHWEST CORNER OF A
 KH0815'TRIANGULAR PLOT OF GROUND FORMED BY A ROAD INTERSECTION.
 KH0815'IT IS ON THE ROAD RIGHT-OF-WAY, 75.0 FEET NORTH OF THE CENTER
 KH0815'OF A EAST-WEST DIRT ROAD AND 34.0 FEET EAST OF THE CENTER OF
 KH0815'A NORTH-SOUTH DIRT ROAD.  IT IS STAMPED CLINTON 1951 AND
 KH0815'PROJECTS 1 INCH.
 KH0815'
 KH0815'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 45.0 FEET
 KH0815'EAST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 21.0 FEET
 KH0815'NORTH OF THE CENTER OF A EAST-WEST DIRT ROAD AND 10.0 FEET
 KH0815'SOUTH OF A TELEPHONE POLE.  IT IS STAMPED CLINTON NO 1 1951
 KH0815'AND PROJECTS 3 INCHES.
 KH0815'
 KH0815'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 27.0 FEET
 KH0815'NORTH OF THE CENTER OF EAST-WEST DIRT ROAD, 25.0 FEET WEST OF A
 KH0815'FENCE CORNER AND 1.0 FOOT SOUTH OF A EAST-WEST FENCE LINE.
 KH0815'IT IS STAMPED CLINTON NO 2 1951 AND PROJECTS 3 INCHES.
 KH0815'
 KH0815'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 127.58 FEET.
 KH0815'
 KH0815'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 40.0 FEET SOUTH
 KH0815'OF THE CENTER OF A EAST-WEST GRAVELED ROAD AND 1.5 FEET
 KH0815'SOUTHWEST OF A POWERLINE POLE.  IT IS STAMPED CLINTON 1951
 KH0815'AND PROJECTS 4 INCHES.
 KH0815'
 KH0815'TO REACH THE STATION FROM THE STOP LIGHT 1 BLOCK SOUTH OF THE
 KH0815'POST OFFICE IN COLBY, GO EAST ON U.S. HIGHWAY NO. 24 FOR 7.5
 KH0815'MILES TO CROSSROAD, TURN LEFT AND GO NORTH ON GRAVELED ROAD
 KH0815'FOR 10.7 MILES TO CROSSROAD.  TURN LEFT AND GO WEST ON DIRT
 KH0815'ROAD FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KH0815'CONTINUE WEST ON DIRT ROAD FOR 0.5 MILE TO THE STATION ON THE
 KH0815'RIGHT AS DESCRIBED.
 KH0815'
 KH0815'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1430 ***********************************************************************
 HF1430  DESIGNATION -  CLONMEL
 HF1430  PID         -  HF1430
 HF1430  STATE/COUNTY-  KS/SEDGWICK
 HF1430  USGS QUAD   -  CLEARWATER (1975)
 HF1430
 HF1430                         *CURRENT SURVEY CONTROL
 HF1430  ___________________________________________________________________
 HF1430* NAD 83(1997)-  37 33 45.34034(N)    097 32 31.15425(W)     ADJUSTED  
 HF1430* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 HF1430  ___________________________________________________________________
 HF1430  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 HF1430  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HF1430
 HF1430  HORZ ORDER  -  FIRST
 HF1430
 HF1430.The horizontal coordinates were established by classical geodetic methods
 HF1430.and adjusted by the National Geodetic Survey in October 1998..
 HF1430
 HF1430.The orthometric height was scaled from a topographic map.
 HF1430
 HF1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1430
 HF1430.The geoid height was determined by GEOID03.
 HF1430
 HF1430;                    North         East     Units Scale Factor Converg.
 HF1430;SPC KS S     -   499,869.043   484,636.637   MT  0.99995501   +0 35 19.4
 HF1430;UTM  14      - 4,158,284.725   628,769.800   MT  0.99980425   +0 53 20.3
 HF1430
 HF1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1430!SPC KS S     -   0.99993795  x   0.99995501  =   0.99989297
 HF1430!UTM  14      -   0.99993795  x   0.99980425  =   0.99974221
 HF1430
 HF1430|---------------------------------------------------------------------|
 HF1430| PID    Reference Object                     Distance      Geod. Az  |
 HF1430|                                                           dddmmss.s |
 HF1430| CL4518 CLONMEL RM 1                         22.006 METERS 00237     |
 HF1430| CL4519 CLONMEL RM 2                         37.173 METERS 08509     |
 HF1430| HF1245 AMARILLO KANSAS CITY AWY BN 28      APPROX.11.2 KM 1060230.3 |
 HF1430| HF1434 CLEARWATER HIGH SCHOOL BELFRY       APPROX. 7.4 KM 1512357.8 |
 HF1430| AE6914 CLONMEL AZ MK 2                                    2712838.0 |
 HF1430| AE6913 CLONMEL AZ MK                                      2742401.8 |
 HF1430| HF1431 CLONMEL KANSAS MILLING CO ELEV      APPROX. 1.0 KM 2764311.3 |
 HF1430|---------------------------------------------------------------------|
 HF1430
 HF1430                          SUPERSEDED SURVEY CONTROL
 HF1430
 HF1430  NAD 83(1997)-  37 33 45.34667(N)    097 32 31.15173(W) AD(       ) 1
 HF1430  NAD 83(1986)-  37 33 45.35066(N)    097 32 31.14985(W) AD(       ) 1
 HF1430  NAD 27      -  37 33 45.29151(N)    097 32 29.97647(W) AD(       ) 1
 HF1430
 HF1430.Superseded values are not recommended for survey control.
 HF1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1430.See file dsdata.txt to determine how the superseded data were derived.
 HF1430
 HF1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2877058285(NAD 83)
 HF1430_MARKER: DS = TRIANGULATION STATION DISK
 HF1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1430_SP_SET: SET INTO CONCRETE POST
 HF1430_STAMPING: CLONMEL 1940
 HF1430_PROJECTION: RECESSED 35 CENTIMETERS
 HF1430
 HF1430  HISTORY     - Date     Condition        Report By
 HF1430  HISTORY     - 1940     MONUMENTED       CGS
 HF1430  HISTORY     - 1957     GOOD             CGS
 HF1430  HISTORY     - 1962     GOOD             CGS
 HF1430
 HF1430                          STATION DESCRIPTION
 HF1430
 HF1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1430'STATION IS 7 MILES SSE OF GODDARD, 0.5 MILE E OF THE SETTLEMENT
 HF1430'OF CLONMEL IN THE EDGE OF A CULTIVATED FIELD ON THE S SIDE
 HF1430'OF A COUNTY ROAD.  STATION MARK IS ON N EDGE OF CULTIVATED
 HF1430'FIELD, 11 FEET S OF FENCE LINE, 43 FEET S OF CENTER LINE OF
 HF1430'ROAD, 10-1/2 FEET S OF WHITE REFERENCE POST, IS STAMPED CLONMEL
 HF1430'1940, AND IS SET 12 INCHES UNDERGROUND.  UNDERGROUND MARK IS
 HF1430'36 INCHES BENEATH SURFACE.
 HF1430'
 HF1430'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1430'BRONZE DISKS SET IN A BLOCK OF CONCRETE.
 HF1430'
 HF1430'REFERENCE MARK NO. 1 IS N ACROSS THE ROAD FROM STATION, 29
 HF1430'FEET N OF CENTER LINE OF THE ROAD, 6 INCHES N OF THE
 HF1430'RIGHT-OF-WAY FENCE, IS STAMPED CLONMEL NO. 1 1940, AND
 HF1430'PROJECTS 6 INCHES.
 HF1430'
 HF1430'REFERENCE MARK NO. 2 IS 34 FEET S OF CENTER LINE OF THE ROAD,
 HF1430'1 FOOT S OF THE RIGHT-OF-WAY FENCE, LEVEL WITH THE STATION,
 HF1430'IS STAMPED CLONMEL NO. 2 1940, AND PROJECTS 8 INCHES.
 HF1430'
 HF1430'AZIMUTH MARK IS 31 FEET E OF THE CENTER LINE OF A N-S COUNTY
 HF1430'ROAD, 188 FEET N OF CENTER LINE OF A CROSS ROAD, IN N AND S
 HF1430'FENCE, 3 FEET S OF WHITE REFERENCE POST, IS STAMPED CLONMEL
 HF1430'1940, AND PROJECTS 8 INCHES.
 HF1430'
 HF1430'TO REACH FROM GODDARD ON U.S. HIGHWAY 54 GO W ON HIGHWAY 54
 HF1430'FOR 1.3 MILES AND TURN RIGHT, (S) ON COUNTY ROAD, GO 7.0 MILES
 HF1430'TO THE SETTLEMENT OF CLONMEL AND CROSSROADS (AZIMUTH MARK
 HF1430'IS 188 FEET N OF CROSSROADS ON E SIDE OF ROAD), TURN LEFT, (E)
 HF1430'AND GO 0.5 MILE TO STATION ON S SIDE OF ROAD.
 HF1430'
 HF1430'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HF1430
 HF1430                          STATION RECOVERY (1957)
 HF1430
 HF1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1430'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 HF1430'GOOD CONDITION EXCEPT THE AZIMUTH MARK.  A NEW AZIMUTH MARK
 HF1430'WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HF1430'
 HF1430'THE STATION IS LOCATED AIRLINE, ABOUT 7 MILES SOUTH-SOUTHEAST
 HF1430'OF GODDARD, ABOUT 7 MILES NORTHEAST OF VIOLA AND ABOUT 0.5
 HF1430'MILE EAST OF CLONMEL ALONG THE SOUTH SIDE OF AN EAST-WEST
 HF1430'FARM ROAD.
 HF1430'
 HF1430'THE STATION IS A STANDARD DISK STAMPED CLONMEL 1940 SET IN TOP
 HF1430'OF A 14-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 HF1430'BELOW THE SURFACE OF THE GROUND.  IT IS 11 FEET SOUTH OF AN
 HF1430'EAST-WEST FENCE LINE AND 43 FEET SOUTH OF THE CENTER LINE OF THE
 HF1430'FARM ROAD.
 HF1430'
 HF1430'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CLONMEL NO
 HF1430'1 1940 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HF1430'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT
 HF1430'2 FEET HIGHER THAN THE STATION.  IT IS 6 INCHES NORTH OF
 HF1430'AN EAST-WEST FENCE LINE, 7 FEET EAST OF A WHITE WITNESS POST
 HF1430'AND 32 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD.
 HF1430'
 HF1430'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CLONMEL NO
 HF1430'2 1940 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HF1430'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT 3 FEET HIGHER
 HF1430'THAN THE STATION.  IT IS 18 INCHES SOUTH OF AN EAST-WEST
 HF1430'FENCE LINE AND 35 FEET SOUTH OF THE CENTER LINE OF THE FARM
 HF1430'ROAD.
 HF1430'
 HF1430'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLONMEL 1940 1957
 HF1430'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HF1430'PROJECTS ABOUT 10 INCHES ABOVE THE GROUND.  IT IS 30 FEET EAST
 HF1430'OF THE CENTER LINE OF THE ROAD AND ABOUT 200 FEET NORTH-NORTHEAST
 HF1430'OF THE CENTER LINE OF A CROSS-ROAD.
 HF1430'
 HF1430'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 42
 HF1430'AND 49 ABOUT 0.3 MILE NORTH OF VIOLA, GO NORTHEAST ON STATE
 HF1430'HIGHWAY 42 FOR 7.0 MILES TO A DIAGONAL CROSS-ROAD IN THE
 HF1430'SMALL SETTLEMENT OF CLONMEL.  TURN RIGHT OFF THE HIGHWAY AND
 HF1430'GO SOUTH ON THE GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH
 HF1430'MARK ON THE LEFT, EAST SIDE, CONTINUE SOUTH ON THE GRAVELED
 HF1430'ROAD FOR 0.05 MILE TO A CROSS-ROAD, TURN LEFT AND GO EAST
 HF1430'ON A GRAVELED ROAD FOR 0.45 MILE TO THE TOP OF A SMALL RISE,
 HF1430'A WHITE WITNESS POST ON THE LEFT, AND THE STATION ON THE
 HF1430'RIGHT SIDE OF THE ROAD.
 HF1430
 HF1430                          STATION RECOVERY (1962)
 HF1430
 HF1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1430'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 HF1430'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 HF1430'MARK WAS FOUND DESTROYED.  THE DIRECTION TO REFERENCE MARK
 HF1430'NO. 1 WAS VERIFIED, THE DISTANCE TO THE MARK MISSED THE 1957
 HF1430'MEASUREMENT BY .03 FOOT.  THE DIRECTION TO REFERENCE MARK
 HF1430'NO. 2 MISSED THE 1957 DIRECTION BY 1 MINUTE 12 SECONDS, THE
 HF1430'DISTANCE WAS VERIFIED.
 HF1430'
 HF1430'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 HF1430'
 HF1430'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HF1430'
 HF1430'THE STATION IS ABOUT 7 MILES SOUTH OF GODDARD, 7 MILES NORTHEAST
 HF1430'OF VIOLA, 1/2 MILE EAST OF CLONMEL, ON THE SOUTH SIDE OF
 HF1430'GRAVELED ROAD AND AT THE NORTH EDGE OF A CULTIVATED FIELD
 HF1430'OWNED BY MR. KENNETH MATTLEY.
 HF1430'
 HF1430'TO REACH THE STATION FROM THE MAIN CROSSROAD IN THE VILLAGE
 HF1430'OF CLONMEL, GO EAST ON A GRAVELED ROAD FOR 0.15 MILE TO
 HF1430'A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE
 HF1430'CROSSROAD.  CONTINUE AHEAD, EAST, ON THE GRAVELED ROAD FOR
 HF1430'0.55 MILE TO THE STATION ON THE RIGHT.
 HF1430'
 HF1430'STATION MARK, A STANDARD DISK STAMPED CLONMEL 1940, IS SET
 HF1430'IN A SQUARE CONCRETE POST WHICH IS 14 INCHES BELOW THE SURFACE OF
 HF1430'THE GROUND.  IT IS 110 FEET WEST OF THE CENTER OF A FIELD
 HF1430'ENTRANCE, 40 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 HF1430'4.5 FEET SOUTHWEST OF A POWER POLE.  THE UNDERGROUND DISK WAS
 HF1430'NOT INSPECTED BY THIS PARTY.
 HF1430'
 HF1430'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLONMEL NO 1
 HF1430'1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HF1430'IT IS 30 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 9
 HF1430'FEET SOUTH OF A FENCE.
 HF1430'
 HF1430'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLONMEL NO 2
 HF1430'1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 HF1430'IT IS 32 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 HF1430'18 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE.
 HF1430'
 HF1430'AZIMUTH MARK, A STANDARD DISK STAMPED CLONMEL 1940 RESET 1962, IS
 HF1430'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HF1430'42.5 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 40.5 FEET
 HF1430'NORTH OF THE CENTER OF A GRAVELED ROAD, 2.5 FEET EAST OF A
 HF1430'POWER POLE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 HF1430'
 HF1430'NOTE- REFERENCE MARK NO. 1 WAS MEASURED WITH A 30 METER TAPE
 HF1430'PULLING 5 KG. TAPE TENSION.
 HF1430'
 HF1430'REFERENCE MARK NO. 2 WAS MEASURED WITH A 300 FOOT TAPE PULLING
 HF1430'7 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1431 ***********************************************************************
 HF1431  DESIGNATION -  CLONMEL KANSAS MILLING CO ELEV
 HF1431  PID         -  HF1431
 HF1431  STATE/COUNTY-  KS/SEDGWICK
 HF1431  USGS QUAD   -  CLEARWATER (1975)
 HF1431
 HF1431                         *CURRENT SURVEY CONTROL
 HF1431  ___________________________________________________________________
 HF1431* NAD 83(1997)-  37 33 49.05227(N)    097 33 10.75036(W)     ADJUSTED  
 HF1431* NAVD 88     -                                                        
 HF1431  ___________________________________________________________________
 HF1431  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HF1431  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HF1431
 HF1431  HORZ ORDER  -  THIRD
 HF1431
 HF1431.The horizontal coordinates were established by classical geodetic methods
 HF1431.and adjusted by the National Geodetic Survey in October 1998..
 HF1431
 HF1431
 HF1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1431
 HF1431.The geoid height was determined by GEOID03.
 HF1431
 HF1431;                    North         East     Units Scale Factor Converg.
 HF1431;SPC KS S     -   499,973.544   483,663.797   MT  0.99995490   +0 34 55.1
 HF1431;UTM  14      - 4,158,384.111   627,796.574   MT  0.99980117   +0 52 56.2
 HF1431
 HF1431                          SUPERSEDED SURVEY CONTROL
 HF1431
 HF1431  NAD 83(1997)-  37 33 49.05860(N)    097 33 10.74787(W) AD(       ) 4
 HF1431  NAD 83(1986)-  37 33 49.06254(N)    097 33 10.74597(W) AD(       ) 4
 HF1431  NAD 27      -  37 33 49.00249(N)    097 33 09.57033(W) AD(       ) 3
 HF1431
 HF1431.Superseded values are not recommended for survey control.
 HF1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1431.See file dsdata.txt to determine how the superseded data were derived.
 HF1431
 HF1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2779758384(NAD 83)
 HF1431_MARKER: 65 = GRAIN ELEVATOR
 HF1431
 HF1431  HISTORY     - Date     Condition        Report By
 HF1431  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1431
 HF1431                          STATION DESCRIPTION
 HF1431
 HF1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1431'THE STATION IS LOCATED IN THE VILLAGE OF CLONMEL.
 HF1431'
 HF1431'THE ELEVATOR IS A SMALL CONCRETE STRUCTURE 60 FEET HIGH.  THE
 HF1431'CENTER OF THE TOP OF ELEVATOR WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0870 ***********************************************************************
 KF0870  DESIGNATION -  CLOUD
 KF0870  PID         -  KF0870
 KF0870  STATE/COUNTY-  KS/CLOUD
 KF0870  USGS QUAD   -  AURORA SW (1965)
 KF0870
 KF0870                         *CURRENT SURVEY CONTROL
 KF0870  ___________________________________________________________________
 KF0870* NAD 83(1997)-  39 21 52.63124(N)    097 41 16.57451(W)     ADJUSTED  
 KF0870* NAVD 88     -       498.     (meters)    1634.     (feet)  SCALED    
 KF0870  ___________________________________________________________________
 KF0870  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 KF0870  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 KF0870
 KF0870  HORZ ORDER  -  SECOND
 KF0870
 KF0870.The horizontal coordinates were established by classical geodetic methods
 KF0870.and adjusted by the National Geodetic Survey in October 1998..
 KF0870
 KF0870.The orthometric height was scaled from a topographic map.
 KF0870
 KF0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0870
 KF0870.The geoid height was determined by GEOID03.
 KF0870
 KF0870;                    North         East     Units Scale Factor Converg.
 KF0870;SPC KS N     -   114,531.523   426,892.411   MT  0.99995882   +0 11 50.8
 KF0870;UTM  14      - 4,358,061.024   613,030.338   MT  0.99975730   +0 49 56.2
 KF0870
 KF0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0870!SPC KS N     -   0.99992609  x   0.99995882  =   0.99988491
 KF0870!UTM  14      -   0.99992609  x   0.99975730  =   0.99968341
 KF0870
 KF0870:                Primary Azimuth Mark                     Grid Az
 KF0870:SPC KS N     -  CONCORDIA ST POLICE RADIO TWR            007 52 35.1
 KF0870:UTM  14      -  CONCORDIA ST POLICE RADIO TWR            007 14 29.7
 KF0870
 KF0870|---------------------------------------------------------------------|
 KF0870| PID    Reference Object                     Distance      Geod. Az  |
 KF0870|                                                           dddmmss.s |
 KF0870| KF0874 CONCORDIA ST POLICE RADIO TWR       APPROX.12.3 KM 0080425.9 |
 KF0870| CN8134 CLOUD RM 1                           19.200 METERS 04233     |
 KF0870| CN8133 CLOUD AZ MK                                        0823106.7 |
 KF0870| KF0910 DELPHOS MUNICIPAL TANK              APPROX.12.1 KM 2142137.9 |
 KF0870| KF0909 GLASCO MUNICIPAL TANK               APPROX.12.9 KM 2683103.0 |
 KF0870| CN8135 CLOUD RM 2                           21.007 METERS 31243     |
 KF0870|---------------------------------------------------------------------|
 KF0870
 KF0870                          SUPERSEDED SURVEY CONTROL
 KF0870
 KF0870  NAD 83(1986)-  39 21 52.63942(N)    097 41 16.57295(W) AD(       ) 2
 KF0870  NAD 27      -  39 21 52.64200(N)    097 41 15.43900(W) AD(       ) 2
 KF0870
 KF0870.Superseded values are not recommended for survey control.
 KF0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0870.See file dsdata.txt to determine how the superseded data were derived.
 KF0870
 KF0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1303058061(NAD 83)
 KF0870_MARKER: DS = TRIANGULATION STATION DISK
 KF0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0870
 KF0870  HISTORY     - Date     Condition        Report By
 KF0870  HISTORY     - 1950     MONUMENTED       CGS
 KF0870  HISTORY     - 1961     GOOD             CGS
 KF0870  HISTORY     - 1961     GOOD             CGS
 KF0870  HISTORY     - 1963     GOOD             CGS
 KF0870  HISTORY     - 1969     GOOD             CGS
 KF0870
 KF0870                          STATION DESCRIPTION
 KF0870
 KF0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0870'THE STATION IS LOCATED ABOUT 14.0 MILES SOUTH AND 1.5 MILES WEST
 KF0870'OF CONCORDIA, 8.0 MILES EAST OF GLASCO AND ABOUT 1.0 MILE
 KF0870'WEST OF THE JUNCTION OF U.S. HIGHWAY NO. 81 AND U.S. HIGHWAY
 KF0870'NO. 24 ON THE TOP OF A HILL IN PASTURE LAND OWNED BY MISS
 KF0870'GARNETT EVERLEY.  IT IS 98.0 FEET SOUTH OF THE CENTER OF U.S.
 KF0870'HIGHWAY NO. 24, 58.0 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE
 KF0870'NO. 4R17-1315 AND 47.0 FEET SOUTH OF AN EAST-WEST FENCE.  IT
 KF0870'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 KF0870'CLOUD 1950.
 KF0870'
 KF0870'REFERENCE MARK NO. 1 IS 51.0 FEET SOUTH OF THE CENTER OF
 KF0870'U.S. HIGHWAY NO. 24, 10.0 FEET EAST OF TELEPHONE POLE NO.
 KF0870'4R17-1315, AND 3.5 FEET WEST OF A WITNESS POST AND 0.5 OF A
 KF0870'FOOT SOUTH OF AN EAST-WEST FENCE.  IT IS ABOUT 1.0 FOOT
 KF0870'BELOW THE ELEVATION OF THE STATION, PROJECTS 4 INCHES ABOVE
 KF0870'THE SURFACE OF THE GROUND AND IS STAMPED CLOUD NO 1 1950.
 KF0870'
 KF0870'REFERENCE MARK NO. 2 IS 51.0 FEET SOUTH OF THE CENTER OF
 KF0870'U.S. HIGHWAY NO. 24 AND 0.8 OF A FOOT SOUTH OF AN EAST-WEST
 KF0870'FENCE.  IT PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND AND
 KF0870'IS STAMPED CLOUD NO 2 1950.
 KF0870'
 KF0870'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KF0870'NO. 2 IS 93.2 FEET.
 KF0870'
 KF0870'THE AZIMUTH MARK IS 74.0 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 KF0870'NO. 81, 2.5 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE, AND
 KF0870'1.5 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT WEST OF A
 KF0870'NORTH-SOUTH FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED CLOUD
 KF0870'1950.
 KF0870'
 KF0870'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 81
 KF0870'AND U.S. HIGHWAY NO. 24 ABOUT 14.5 MILES SOUTH OF CONCORDIA
 KF0870'AND 8.0 MILES EAST OF GLASCO, GO WEST ON U.S. HIGHWAY NO. 24 FOR
 KF0870'1.15 MILES TO THE TOP OF THE HILL AND THE STATION ON THE LEFT
 KF0870'IN PASTURE AS DESCRIBED.
 KF0870'
 KF0870'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 KF0870'HIGHWAY NO. 24 FOR 1.15 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 KF0870'NO. 81, HERE TURN LEFT ON U.S. HIGHWAY NO. 81 AND GO NORTH ABOUT
 KF0870'0.15 MILE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KF0870'
 KF0870'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0870
 KF0870                          STATION RECOVERY (1961)
 KF0870
 KF0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WWH)
 KF0870'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 WERE
 KF0870'RECOVERED, FOUND TO BE AS DESCRIBED IN 1950 AND IN GOOD
 KF0870'CONDITION.  THE 1950 ROUTE TO THE STATION WAS USED AND FOUND
 KF0870'TO BE ENTIRELY ADEQUATE.
 KF0870'
 KF0870'A METAL WITNESS POST WITH SIGN WAS SET AT THE STATION.  IT
 KF0870'IS SITUATED IN THE SOUTH RIGHT-OF-WAY FENCE OF U.S. HIGHWAY
 KF0870'24, 47.5 FEET NORTH OF THE STATION MARK.
 KF0870
 KF0870                          STATION RECOVERY (1961)
 KF0870
 KF0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KF0870'THIS STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE FOUND
 KF0870'IN GOOD CONDITION.
 KF0870
 KF0870                          STATION RECOVERY (1963)
 KF0870
 KF0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0870'THIS STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KF0870'THE STATION MARK IS 47 FEET SOUTH OF A NEW STEEL WITNESS POST
 KF0870'WITH SIGN.
 KF0870
 KF0870                          STATION RECOVERY (1969)
 KF0870
 KF0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0870'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KF0870'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KF0870'GOOD CONDITION.  A NEW HIGHWAY WAS CONSTRUCTED ABOUT 150 FEET NORTH
 KF0870'BUT THE OLD HIGHWAY IS STILL IN PLACE.  THE DESCRIPTION WAS FOUND
 KF0870'ADEQUATE FOR RECOVERY.
 KF0870'
 KF0870'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 KF0870'
 KF0870'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 KF0870'EAST OF GLASCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0532 ***********************************************************************
 KF0532  DESIGNATION -  CLOUD AZ MK
 KF0532  PID         -  KF0532
 KF0532  STATE/COUNTY-  KS/CLOUD
 KF0532  USGS QUAD   -  AURORA SW (1965)
 KF0532
 KF0532                         *CURRENT SURVEY CONTROL
 KF0532  ___________________________________________________________________
 KF0532* NAD 83(1986)-  39 21 59.     (N)    097 40 00.     (W)     SCALED    
 KF0532* NAVD 88     -       446.444  (meters)    1464.71   (feet)  ADJUSTED  
 KF0532  ___________________________________________________________________
 KF0532  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 KF0532  DYNAMIC HT  -         446.162 (meters)    1463.78  (feet)  COMP
 KF0532  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 KF0532
 KF0532  VERT ORDER  -  SECOND    CLASS 0
 KF0532
 KF0532.The horizontal coordinates were scaled from a topographic map and have
 KF0532.an estimated accuracy of +/- 6 seconds.
 KF0532
 KF0532.The orthometric height was determined by differential leveling
 KF0532.and adjusted by the National Geodetic Survey in June 1991..
 KF0532
 KF0532.The geoid height was determined by GEOID03.
 KF0532
 KF0532.The dynamic height is computed by dividing the NAVD 88
 KF0532.geopotential number by the normal gravity value computed on the
 KF0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0532.degrees latitude (g = 980.6199 gals.).
 KF0532
 KF0532.The modeled gravity was interpolated from observed gravity values.
 KF0532
 KF0532;                    North         East    Units  Estimated Accuracy
 KF0532;SPC KS N     -   114,730.      428,730.      MT  (+/- 180 meters Scaled)
 KF0532
 KF0532                          SUPERSEDED SURVEY CONTROL
 KF0532
 KF0532  NGVD 29 (??/??/92)  446.315  (m)         1464.29   (f) ADJ UNCH    2 0
 KF0532
 KF0532.Superseded values are not recommended for survey control.
 KF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0532.See file dsdata.txt to determine how the superseded data were derived.
 KF0532
 KF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ148582(NAD 83)
 KF0532_MARKER: DZ = AZIMUTH MARK DISK
 KF0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0532_STAMPING: CLOUD 1950
 KF0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0532+STABILITY: SURFACE MOTION
 KF0532
 KF0532  HISTORY     - Date     Condition        Report By
 KF0532  HISTORY     - 1950     MONUMENTED       CGS
 KF0532  HISTORY     - 1961     GOOD             NGS
 KF0532
 KF0532                          STATION DESCRIPTION
 KF0532
 KF0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KF0532'12 MI W FROM MILTONVALE.
 KF0532'12 MILES WEST ALONG U.S. HIGHWAY 24 FROM MILTONVALE TO THE
 KF0532'INTERSECTION WITH U.S. HIGHWAY 81, 716 FEET NORTH ALONG U.S.
 KF0532'HIGHWAY 81 FROM THE CENTER OF INTERSECTION OF THE TWO HIGHWAYS,
 KF0532'AT THE ENTRANCE TO A FIELD, 74.5 FEET EAST OF THE CENTER OF
 KF0532'U.S. HIGHWAY 81, AND 1 FOOT LOWER, 3 FEET SOUTHWEST FROM A POWER
 KF0532'POLE, 1 FOOT WEST FROM A FENCE, 1 FOOT SOUTH FROM A WHITE WOODEN
 KF0532'WITNESS POST, SET IN A 10-INCH SQUARE TOPPED CONCRETE MONUMENT
 KF0532'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0823 ***********************************************************************
 KF0823  DESIGNATION -  CLYDE
 KF0823  PID         -  KF0823
 KF0823  STATE/COUNTY-  KS/CLOUD
 KF0823  USGS QUAD   -  CLYDE (1965)
 KF0823
 KF0823                         *CURRENT SURVEY CONTROL
 KF0823  ___________________________________________________________________
 KF0823* NAD 83(1997)-  39 36 53.32481(N)    097 25 31.36288(W)     ADJUSTED  
 KF0823* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 KF0823  ___________________________________________________________________
 KF0823  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 KF0823  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 KF0823
 KF0823  HORZ ORDER  -  THIRD
 KF0823
 KF0823.The horizontal coordinates were established by classical geodetic methods
 KF0823.and adjusted by the National Geodetic Survey in October 1998..
 KF0823
 KF0823.The orthometric height was scaled from a topographic map.
 KF0823
 KF0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0823
 KF0823.The geoid height was determined by GEOID03.
 KF0823
 KF0823;                    North         East     Units Scale Factor Converg.
 KF0823;SPC KS N     -   142,418.403   449,342.271   MT  0.99997700   +0 21 48.9
 KF0823;UTM  14      - 4,386,191.026   635,164.601   MT  0.99982493   +1 00 15.0
 KF0823
 KF0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0823!SPC KS N     -   0.99993865  x   0.99997700  =   0.99991565
 KF0823!UTM  14      -   0.99993865  x   0.99982493  =   0.99976359
 KF0823
 KF0823|---------------------------------------------------------------------|
 KF0823| PID    Reference Object                     Distance      Geod. Az  |
 KF0823|                                                           dddmmss.s |
 KF0823| CN8137 CLYDE RM 1                           15.362 METERS 08610     |
 KF0823| KF0824 CLYDE MUNICIPAL STANDPIPE           APPROX. 3.6 KM 1284929.6 |
 KF0823| CN8136 CLYDE AZ MK                                        1782620.9 |
 KF0823| CN8138 CLYDE RM 2                            9.406 METERS 35810     |
 KF0823|---------------------------------------------------------------------|
 KF0823
 KF0823                          SUPERSEDED SURVEY CONTROL
 KF0823
 KF0823  NAD 83(1997)-  39 36 53.32997(N)    097 25 31.36331(W) AD(       ) 3
 KF0823  NAD 83(1986)-  39 36 53.33170(N)    097 25 31.36281(W) AD(       ) 3
 KF0823  NAD 27      -  39 36 53.32700(N)    097 25 30.24100(W) AD(       ) 3
 KF0823
 KF0823.Superseded values are not recommended for survey control.
 KF0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0823.See file dsdata.txt to determine how the superseded data were derived.
 KF0823
 KF0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ3516586191(NAD 83)
 KF0823_MARKER: DS = TRIANGULATION STATION DISK
 KF0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0823
 KF0823  HISTORY     - Date     Condition        Report By
 KF0823  HISTORY     - 1950     MONUMENTED       CGS
 KF0823  HISTORY     - 1963     MARK NOT FOUND   USGS
 KF0823  HISTORY     - 1963     GOOD             CGS
 KF0823
 KF0823                          STATION DESCRIPTION
 KF0823
 KF0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0823'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF CLYDE, 21
 KF0823'FEET WEST OF A GRADED ROAD, 6 FEET NORTHEAST OF A WITNESS
 KF0823'POST, 3 FEET SOUTHEAST OF A GATE POST AND 2 FEET EAST OF A
 KF0823'NORTH-SOUTH FENCE LINE.  IT IS STAMPED CLYDE 1950 AND IT IS
 KF0823'SET FLUSH WITH THE SURFACE OF THE GROUND.
 KF0823'
 KF0823'REFERENCE MARK NO. 1 IS 70 FEET SOUTH OF A POWER LINE POLE AND
 KF0823'26 FEET EAST OF A GRADED ROAD.  IT IS STAMPED CLYDE NO 1 1950
 KF0823'AND IS SET FLUSH.
 KF0823'
 KF0823'REFERENCE MARK NO. 2 IS 21 FEET WEST OF A GRADED ROAD, 1
 KF0823'FOOT NORTHEAST OF A GATE POST AND 1 FOOT EAST OF A NORTH-SOUTH
 KF0823'FENCE LINE.  IT IS STAMPED CLYDE NO 2 1950 AND IT IS SET FLUSH.
 KF0823'
 KF0823'THE AZIMUTH MARK IS 0.05 MILE SOUTH OF A CROSSROADS, 20 FEET
 KF0823'EAST OF A GRADED ROAD, 3 FEET NORTH OF A POWER LINE POLE,
 KF0823'AND 2 FEET WEST OF A WITNESS POST.  IT IS STAMPED CLYDE 1950
 KF0823'AND IT PROJECTS 3 INCHES.
 KF0823'
 KF0823'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 58.13 FEET.
 KF0823'
 KF0823'TO REACH THE STATION FROM THE POST OFFICE IN CLYDE, GO WEST
 KF0823'ON STATE HIGHWAY 9 FOR 0.45 MILE TO CROSS STREET WHERE HIGHWAY
 KF0823'9 TURNS LEFT, TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 1.35
 KF0823'MILES TO FORKS, TAKE LEFT FORK AND GO WEST FOR 1.05 MILES TO
 KF0823'CROSSROADS, TURN RIGHT AND GO NORTH FOR 0.3 MILE TO THE STATION
 KF0823'ON THE LEFT AS DESCRIBED.
 KF0823'
 KF0823'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON GRADED
 KF0823'ROAD FOR 0.3 MILE TO CROSSROADS, CONTINUE SOUTH ON GRADED
 KF0823'ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KF0823
 KF0823                          STATION RECOVERY (1963)
 KF0823
 KF0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KF0823'ALL MARKS WERE NOT FOUND DUE TO NEW GRADING.  PROBABLY DESTROYED.
 KF0823
 KF0823                          STATION RECOVERY (1963)
 KF0823
 KF0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0823'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF0823'FOUND IN GOOD CONDITION EXCEPT THAT THE STATION AND REFERENCE
 KF0823'MARKS WERE COVERED BY WINDBLOWN DIRT.  A COMPLETE DESCRIPTION
 KF0823'FOLLOWS.
 KF0823'
 KF0823'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE SMALL
 KF0823'TOWN OF CLYDE, 25 FEET WEST OF THE CENTER OF GRADED ROAD,
 KF0823'17 FEET SOUTH OF THE CENTER OF GATE AND FIELD ENTRANCE, 3
 KF0823'FEET SOUTH-SOUTHEAST OF THE SOUTH GATE POST, 1.5 FEET EAST
 KF0823'OF A FENCE, AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST
 KF0823'WITH SIGN.  THE SURFACE STATION MARK IS 10 INCHES BELOW
 KF0823'THE LEVEL OF THE GROUND AND THE DISK IS STAMPED CLYDE 1947.
 KF0823'
 KF0823'TO REACH THE STATION FROM THE POST OFFICE IN CLYDE, GO WEST
 KF0823'ON STATE HIGHWAY 9 FOR 0.45 MILE TO A CROSS STREET WHERE STATE
 KF0823'HIGHWAY 9 TURNS LEFT OR SOUTH.  TURN RIGHT AND GO NORTH ON
 KF0823'HARD-SURFACED ROAD FOR 1.35 MILES TO FORKS.  TAKE THE LEFT
 KF0823'FORK AND GO WEST ON HARD-SURFACED ROAD FOR 1.05 MILES TO
 KF0823'CROSSROADS.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR
 KF0823'0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 KF0823'
 KF0823'REFERENCE MARK NO. 1 IS 50.30 FEET EAST OF THE STATION, 70 FEET
 KF0823'SOUTH OF A POWER POLE, 20 FEET SOUTH OF NORTH GATE POST,
 KF0823'26 FEET EAST OF THE CENTER OF GRADED ROAD, AND 5 FEET NORTH OF
 KF0823'SOUTH GATE POST.  THE MARK IS 2 INCHES BELOW THE GROUND
 KF0823'LEVEL AND THE DISK IS STAMPED CLYDE NO 1 1947.
 KF0823'
 KF0823'REFERENCE MARK NO. 2 IS 30.86 FEET NORTH OF THE STATION,
 KF0823'25 FEET WEST OF THE CENTER OF GRADED ROAD, 14 FEET NORTH
 KF0823'OF THE CENTER OF GATE AND FIELD ENTRANCE, 1 FOOT NORTHEAST
 KF0823'OF NORTH GATE POST, AND 1 FOOT EAST OF FENCE.  THE MARK
 KF0823'IS 10 INCHES BELOW GROUND LEVEL AND THE DISK IS STAMPED
 KF0823'CLYDE NO 2 1947.
 KF0823'
 KF0823'AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION, 24 FEET EAST
 KF0823'OF THE CENTER OF GRAVEL ROAD, 3 FEET NORTH OF POWER POLE
 KF0823'75, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST WITH SIGN.
 KF0823'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CLYDE
 KF0823'1947.
 KF0823'
 KF0823'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 KF0823'GRAVEL ROAD FOR 0.3 MILE TO CROSSROADS.  CONTINUE SOUTH ON
 KF0823'GRAVEL ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT
 KF0823'AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0824 ***********************************************************************
 KF0824  DESIGNATION -  CLYDE MUNICIPAL STANDPIPE
 KF0824  PID         -  KF0824
 KF0824  STATE/COUNTY-  KS/CLOUD
 KF0824  USGS QUAD   -  CLYDE (1965)
 KF0824
 KF0824                         *CURRENT SURVEY CONTROL
 KF0824  ___________________________________________________________________
 KF0824* NAD 83(1997)-  39 35 40.61372(N)    097 23 34.60075(W)     ADJUSTED  
 KF0824* NAVD 88     -                                                        
 KF0824  ___________________________________________________________________
 KF0824  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 KF0824  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 KF0824
 KF0824  HORZ ORDER  -  THIRD
 KF0824
 KF0824.The horizontal coordinates were established by classical geodetic methods
 KF0824.and adjusted by the National Geodetic Survey in October 1998..
 KF0824
 KF0824
 KF0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0824
 KF0824.The geoid height was determined by GEOID03.
 KF0824
 KF0824;                    North         East     Units Scale Factor Converg.
 KF0824;SPC KS N     -   140,194.207   452,142.337   MT  0.99997482   +0 23 02.7
 KF0824;UTM  14      - 4,383,998.589   637,988.942   MT  0.99983443   +1 01 27.9
 KF0824
 KF0824                          SUPERSEDED SURVEY CONTROL
 KF0824
 KF0824  NAD 83(1997)-  39 35 40.61854(N)    097 23 34.59983(W) AD(       ) 4
 KF0824  NAD 83(1986)-  39 35 40.62033(N)    097 23 34.59983(W) AD(       ) 4
 KF0824  NAD 27      -  39 35 40.61700(N)    097 23 33.47800(W) AD(       ) 3
 KF0824
 KF0824.Superseded values are not recommended for survey control.
 KF0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0824.See file dsdata.txt to determine how the superseded data were derived.
 KF0824
 KF0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ3798983999(NAD 83)
 KF0824_MARKER: 52 = STANDPIPE TANK
 KF0824
 KF0824  HISTORY     - Date     Condition        Report By
 KF0824  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0824
 KF0824                          STATION DESCRIPTION
 KF0824
 KF0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0824'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF CLYDE, 0.1
 KF0824'MILE NORTH OF THE DEPOT AND 75 FEET WEST OF NORTH-SOUTH
 KF0824'ROAD.  IT IS A CYLINDRICAL STEEL STRUCTURE, 12 FEET IN
 KF0824'DIAMETER WITH AN OVERALL HEIGHT OF 130 FEET.  THE CENTER
 KF0824'OF THE STANDPIPE WAS OBSERVED UPON AS THERE IS NO DOME ON
 KF0824'TOP OF STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0790 ***********************************************************************
 KF0790  FBN         -  This is a Federal Base Network Control Station.
 KF0790  PACS        -  This is a Primary Airport Control Station.
 KF0790  DESIGNATION -  CNK A
 KF0790  PID         -  KF0790
 KF0790  STATE/COUNTY-  KS/CLOUD
 KF0790  USGS QUAD   -  CONCORDIA (1980)
 KF0790
 KF0790                         *CURRENT SURVEY CONTROL
 KF0790  ___________________________________________________________________
 KF0790* NAD 83(1997)-  39 32 44.16922(N)    097 39 08.55605(W)     ADJUSTED  
 KF0790* NAVD 88     -       449.966  (meters)    1476.26   (feet)  ADJUSTED  
 KF0790  ___________________________________________________________________
 KF0790  X           -    -655,866.342 (meters)                     COMP
 KF0790  Y           -  -4,881,446.254 (meters)                     COMP
 KF0790  Z           -   4,039,478.272 (meters)                     COMP
 KF0790  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 KF0790  ELLIP HEIGHT-         422.91  (meters)          (08/12/03) GPS OBS
 KF0790  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 KF0790  DYNAMIC HT  -         449.682 (meters)    1475.33  (feet)  COMP
 KF0790  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 KF0790
 KF0790  HORZ ORDER  -  B
 KF0790  VERT ORDER  -  THIRD
 KF0790  ELLP ORDER  -  FOURTH    CLASS I
 KF0790
 KF0790.This mark is at Blosser Municipal Airport (CNK)
 KF0790
 KF0790.The horizontal coordinates were established by GPS observations
 KF0790.and adjusted by the National Geodetic Survey in December 1997..
 KF0790
 KF0790.The orthometric height was determined by differential leveling
 KF0790.and adjusted by the National Geodetic Survey in June 1991..
 KF0790
 KF0790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0790
 KF0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0790
 KF0790.The ellipsoidal height was determined by GPS observations
 KF0790.and is referenced to NAD 83.
 KF0790
 KF0790.The geoid height was determined by GEOID03.
 KF0790
 KF0790.The dynamic height is computed by dividing the NAVD 88
 KF0790.geopotential number by the normal gravity value computed on the
 KF0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0790.degrees latitude (g = 980.6199 gals.).
 KF0790
 KF0790.The modeled gravity was interpolated from observed gravity values.
 KF0790
 KF0790;                    North         East     Units Scale Factor Converg.
 KF0790;SPC KS N     -   134,635.270   429,879.754   MT  0.99997006   +0 13 11.8
 KF0790;UTM  14      - 4,378,192.639   615,793.615   MT  0.99976508   +0 51 29.2
 KF0790
 KF0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0790!SPC KS N     -   0.99993366  x   0.99997006  =   0.99990372
 KF0790!UTM  14      -   0.99993366  x   0.99976508  =   0.99969875
 KF0790
 KF0790|---------------------------------------------------------------------|
 KF0790| PID    Reference Object                     Distance      Geod. Az  |
 KF0790|                                                           dddmmss.s |
 KF0790| KF1187 CI 01                               294.802 METERS 00545     |
 KF0790| KF1186 AIRPORT BEACON CONCORDIA APT        363.999 METERS 32519     |
 KF0790| KF0935 CONCORDIA MUNICIPAL TANK            APPROX. 2.4 KM 3273620.7 |
 KF0790| KF1191 M 286                               APPROX. 0.5 KM 3375408.2 |
 KF0790|---------------------------------------------------------------------|
 KF0790
 KF0790                          SUPERSEDED SURVEY CONTROL
 KF0790
 KF0790  ELLIP H (12/22/97)  422.96   (m)                       GP(       ) 4 1
 KF0790  NAD 83(1997)-  39 32 44.17643(N)    097 39 08.55354(W) AD(       ) 3
 KF0790  NAD 83(1986)-  39 32 44.17956(N)    097 39 08.55812(W) AD(       ) 3
 KF0790  NAD 27      -  39 32 44.17485(N)    097 39 07.41875(W) AD(       ) 3
 KF0790  NAVD 88 (12/22/97)  449.97   (m)         1476.3    (f) LEVELING    3  
 KF0790  NGVD 29 (12/08/88)  449.82   (m)         1475.8    (f) LEVELING    3  
 KF0790
 KF0790.Superseded values are not recommended for survey control.
 KF0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0790.See file dsdata.txt to determine how the superseded data were derived.
 KF0790
 KF0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1579478193(NAD 83)
 KF0790_MARKER: DD = SURVEY DISK
 KF0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0790_SP_SET: CONCRETE POST
 KF0790_STAMPING: CNK A 1987
 KF0790_MARK LOGO: NOS   
 KF0790_PROJECTION: PROJECTING 3 CENTIMETERS
 KF0790_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0790+STABILITY: SURFACE MOTION
 KF0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0790+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 KF0790
 KF0790  HISTORY     - Date     Condition        Report By
 KF0790  HISTORY     - 1987     MONUMENTED       NOS
 KF0790  HISTORY     - 1987     GOOD             NOSAMC
 KF0790  HISTORY     - 19970325 SEE DESCRIPTION  NGS
 KF0790  HISTORY     - 20020717 GOOD             NGS
 KF0790
 KF0790                          STATION DESCRIPTION
 KF0790
 KF0790'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KF0790'THE STATION IS LOCATED AT THE BLOSSER MUNICIPAL AIRPORT,CONCORDIA.
 KF0790'
 KF0790'IT IS AT THE SOUTH EDGE OF THE EXTENDED END OF SOD RUNWAY 3-21.
 KF0790'
 KF0790'THE MARK IS A STANDARD NOS DISKS STAMPED---CNK A 1987---.IT IS SET
 KF0790'IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE
 KF0790'GROUND.
 KF0790'THE STATION IS,
 KF0790'176.37 METERS(578.6 FT.) NORTH-NORTHEAST OF THE CENTERLINE END OF
 KF0790'RUNWAY 35.
 KF0790'85.47 METERS(280.4 FT.) SOUTH OF THE CENTERLINE END OF RUNWAY 3.
 KF0790'61.87 METERS(203.0 FT.) EAST OF THE EAST EDGE OF RUNWAY 35.
 KF0790'28.80 METERS(94.5 FT.) EAST-NORTHEAST OF AN ORANGE AND WHITE METAL
 KF0790'MARKER FOR A RUNWAY EDGE.
 KF0790'
 KF0790'DESCRIBED BY J.D. SHEA.
 KF0790
 KF0790                          STATION RECOVERY (1987)
 KF0790
 KF0790'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KF0790'1.8 KM (1.10 MI) SOUTH FROM CONCORDIA.
 KF0790'NEAR CONCORDIA, KANSAS AT THE CONCORDIA/BLOSSER MUNICIPAL AIRPORT.  TO
 KF0790'REACH THE STATION CONTACT THE AIRPORT MANAGER.  IT IS AT THE SOUTH
 KF0790'EDGE OF THE EXTENDED END OF SOD RUNWAY 3-21,  176.37 METERS
 KF0790'(578.6 FT) NORTH-NORTHEAST OF THE CENTERLINE END OF RUNWAY 35,  85.47
 KF0790'METERS (280.4 FT) SOUTH OF THE CENTERLINE END OF RUNWAY 3,  61.87
 KF0790'METERS (203.0 FT) EAST OF THE EAST EDGE OF RUNWAY 35 AND 28.80 METERS
 KF0790'(94.5 FT) EAST-NORTHEAST OF AN ORANGE AND WHITE METAL MARKER FOR A
 KF0790'RUNWAY EDGE.
 KF0790
 KF0790                          STATION RECOVERY (1997)
 KF0790
 KF0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KF0790'THE STATION HAS BEEN HIT BY A MOWER AND PART OF THE CONCRETE WAS
 KF0790'BROKEN AND SOME OF THE DISK IS ILLEGIBLE, BUT THE STATION IS SOLID AND
 KF0790'THE BROKEN CONCRETE WAS REPLACED.  THE STATION IS LOCATED ON THE SOUTH
 KF0790'SIDE OF CONCORDIA, AT THE BLOSSER MUNICIPAL AIRPORT, IN THE SOUTHEAST
 KF0790'QUADRANT OF THE JUNCTION OF PAVED RUNWAY 17-35 AND TURF RUNWAY 12-30.
 KF0790'OWNERSHIP--CITY OF CONCORDIA, AIRPORT MANAGER IS HERMAN J. HILL, RR 3
 KF0790'BOX 179B, CONCORDIA KS 66901.  AIRPORT PHONE IS 913-243-2043.  HOME
 KF0790'PHONE IS 913-243-4455.  CONTACT HIM FOR PERMISSION TO OCCUPY THIS
 KF0790'STATION.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 (LINCOLN
 KF0790'AVENUE) AND STATE HIGHWAYS 9 AND 28 (EAST 6TH STREET) IN CONCORDIA, GO
 KF0790'SOUTH ON HIGHWAY 81 FOR 2.09 KM (1.30 MI) TO THE AIRPORT ENTRANCE ROAD
 KF0790'ON THE LEFT.  TURN LEFT, SOUTHEASTERLY, PASSING THROUGH PART OF A
 KF0790'SMALL PARK FOR 0.48 KM (0.30 MI) TO A GAP IN A FENCE AND THE AIRPORT
 KF0790'OFFICE ON THE RIGHT. CONTINUE AHEAD, EASTERLY ACROSS THE APRON AND
 KF0790'ALONG A TAXI AND CROSSING THE RUNWAY FOR 0.12 KM (0.05 MI) TO THE EAST
 KF0790'SIDE OF THE RUNWAY.  TURN RIGHT, SOUTH ALONG THE RUNWAY FOR 0.32 KM
 KF0790'(0.20 MI) TO THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP
 KF0790'OF A 25 CM ROUND CONCRETE POST PROJECTING 3 CM ABOVE GROUND.  IT IS
 KF0790'77.0 M (252.6 FT) SOUTHWEST OF THE SOUTHWEST END OF A 3 M (9.8 FT)
 KF0790'LONG ORANGE AND WHITE STEEL RUNWAY EDGE MARKER FOR THE TURF RUNWAY,
 KF0790'71.1 M (233.3 FT) EAST OF THE CENTER OF RUNWAY 17-35, 61.8 M (202.8
 KF0790'FT) EAST OF THE EAST EDGE OF THE RUNWAY, 59.1 M (193.9 FT)
 KF0790'EAST-SOUTHEAST OF THE 3RD RUNWAY LIGHT NORTH OF THE SOUTH END OF THE
 KF0790'RUNWAY AND 0.9 M (3.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 KF0790'NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 KF0790'STATION.
 KF0790
 KF0790                          STATION RECOVERY (2002)
 KF0790
 KF0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 KF0790'RECOVERED AS DESCRIBED.  LOCATED 1.0 FT SOUTHEAST FROM A SHORT
 KF0790'FIBERGLASS WITNESS
 KF0790'POST.  OWNERSHIP--CITY OF CONCORDIA, AIRPORT MANAGER IS HERMAN J.
 KF0790'HILL, 3015 BLOSSER
 KF0790'DRIVE, CONCORDIA KS 66901, PHONE 785-243-2043.  THE STATION IS A
 KF0790'PRIMARY AIRPORT CONTROL
 KF0790'STATION.
 KF0790'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0856 ***********************************************************************
 KF0856  DESIGNATION -  COAL
 KF0856  PID         -  KF0856
 KF0856  STATE/COUNTY-  KS/OTTAWA
 KF0856  USGS QUAD   -  VINE CREEK (1965)
 KF0856
 KF0856                         *CURRENT SURVEY CONTROL
 KF0856  ___________________________________________________________________
 KF0856* NAD 83(1997)-  39 01 51.26310(N)    097 25 55.94107(W)     ADJUSTED  
 KF0856* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 KF0856  ___________________________________________________________________
 KF0856  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 KF0856  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 KF0856
 KF0856  HORZ ORDER  -  THIRD
 KF0856
 KF0856.The horizontal coordinates were established by classical geodetic methods
 KF0856.and adjusted by the National Geodetic Survey in October 1998..
 KF0856
 KF0856.The orthometric height was scaled from a topographic map.
 KF0856
 KF0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0856
 KF0856.The geoid height was determined by GEOID03.
 KF0856
 KF0856;                    North         East     Units Scale Factor Converg.
 KF0856;SPC KS N     -    77,592.234   449,162.476   MT  0.99996417   +0 21 33.3
 KF0856;UTM  14      - 4,321,375.663   635,702.507   MT  0.99982675   +0 59 14.8
 KF0856
 KF0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0856!SPC KS N     -   0.99993999  x   0.99996417  =   0.99990416
 KF0856!UTM  14      -   0.99993999  x   0.99982675  =   0.99976675
 KF0856
 KF0856|---------------------------------------------------------------------|
 KF0856| PID    Reference Object                     Distance      Geod. Az  |
 KF0856|                                                           dddmmss.s |
 KF0856| CN8140 COAL RM 1                             8.192 METERS 08959     |
 KF0856| CN8139 COAL AZ MK                                         0922754.8 |
 KF0856| CN8965 COAL RM 2                             8.389 METERS 27025     |
 KF0856| KF0882 BENNINGTON MUNICIPAL TANK           APPROX.14.2 KM 2715428.1 |
 KF0856|---------------------------------------------------------------------|
 KF0856
 KF0856                          SUPERSEDED SURVEY CONTROL
 KF0856
 KF0856  NAD 83(1986)-  39 01 51.27199(N)    097 25 55.94128(W) AD(       ) 3
 KF0856  NAD 27      -  39 01 51.27800(N)    097 25 54.85000(W) AD(       ) 3
 KF0856
 KF0856.Superseded values are not recommended for survey control.
 KF0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0856.See file dsdata.txt to determine how the superseded data were derived.
 KF0856
 KF0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ3570321376(NAD 83)
 KF0856_MARKER: DS = TRIANGULATION STATION DISK
 KF0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0856
 KF0856  HISTORY     - Date     Condition        Report By
 KF0856  HISTORY     - 1950     MONUMENTED       CGS
 KF0856  HISTORY     - 1965     MARK NOT FOUND   USGS
 KF0856  HISTORY     - 1969     GOOD             CGS
 KF0856
 KF0856                          STATION DESCRIPTION
 KF0856
 KF0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0856'THE STATION IS LOCATED ABOUT 8-3/4 MILES EAST OF BENNINGTON ON
 KF0856'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY NO 18.  IT IS 47 FEET
 KF0856'NORTH OF THE CENTER OF THE HIGHWAY AND 3 FEET SOUTH OF AN
 KF0856'EAST-WEST FENCE LINE.  IT IS STAMPED COAL 1950 AND SET FLUSH
 KF0856'WITH THE GROUND SURFACE.
 KF0856'
 KF0856'REFERENCE MARK NO 1 IS 47 FEET NORTH OF THE CENTER OF THE
 KF0856'HIGHWAY AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 KF0856'STAMPED COAL NO 1 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KF0856'
 KF0856'REFERENCE MARK NO 2 IS 47 FEET NORTH OF THE CENTER OF THE HIGHWAY
 KF0856'AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED COAL
 KF0856'NO 2 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KF0856'
 KF0856'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 54.39 FEET.
 KF0856'
 KF0856'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 KF0856'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KF0856'COAL 1950 AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION, GO
 KF0856'EAST ABOUT 0.5 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 KF0856'
 KF0856'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 KF0856'HIGHWAY NO 18 IN BENNINGTON, GO EAST ON THE HIGHWAY FOR 8.7
 KF0856'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 KF0856'
 KF0856'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0856
 KF0856                          STATION RECOVERY (1965)
 KF0856
 KF0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KF0856'MARK SEARCHED FOR AND NOT FOUND.  APPARENTLY DESTROYED IN
 KF0856'CONSTRUCTION OF STATE HWY 18.
 KF0856
 KF0856                          STATION RECOVERY (1969)
 KF0856
 KF0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0856'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KF0856'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KF0856'
 KF0856'STATION MARK IS 47 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, 31
 KF0856'FEET EAST-SOUTHEAST OF THE EAST GATE POST FOR A WIRE GATE, 3.5 FEET
 KF0856'SOUTH OF A METAL WITNESS POST SET IN AN EAST-WEST FENCE, AND FLUSH
 KF0856'WITH THE SURFACE OF THE GROUND.
 KF0856'
 KF0856'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 KF0856'PREVIOUSLY DESCRIBED.
 KF0856'
 KF0856'AZIMUTH MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.  A METAL WITNESS
 KF0856'POST WAS SET 1 FOOT EAST OF THE MARK.
 KF0856'
 KF0856'TO REACH THE STATION FROM THE CAUTION LIGHT AT SOUTH SIDE OF
 KF0856'BENNINGTON, GO EAST ON STATE HIGHWAY 18 FOR 7.9 MILES TO A
 KF0856'CROSSROAD.  CONTINUE EAST ON THE HIGHWAY FOR 0.7 MILE TO GATES ON
 KF0856'BOTH SIDES OF HIGHWAY AND THE STATION ON THE LEFT.  (CONTINUE EAST
 KF0856'ON THE HIGHWAY FOR 0.55 MILE TO THE MARK ON THE RIGHT.)
 KF0856'
 KF0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8-3/4 MILES
 KF0856'EAST OF BENNINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0876 ***********************************************************************
 HG0876  DESIGNATION -  COATS
 HG0876  PID         -  HG0876
 HG0876  STATE/COUNTY-  KS/PRATT
 HG0876  USGS QUAD   -  CROFT (1968)
 HG0876
 HG0876                         *CURRENT SURVEY CONTROL
 HG0876  ___________________________________________________________________
 HG0876* NAD 83(1997)-  37 30 50.00296(N)    098 53 37.65857(W)     ADJUSTED  
 HG0876* NAVD 88     -       619.     (meters)    2031.     (feet)  SCALED    
 HG0876  ___________________________________________________________________
 HG0876  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 HG0876  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 HG0876
 HG0876  HORZ ORDER  -  FIRST
 HG0876
 HG0876.The horizontal coordinates were established by classical geodetic methods
 HG0876.and adjusted by the National Geodetic Survey in October 1998..
 HG0876
 HG0876.The orthometric height was scaled from a topographic map.
 HG0876
 HG0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0876
 HG0876.The geoid height was determined by GEOID03.
 HG0876
 HG0876;                    North         East     Units Scale Factor Converg.
 HG0876;SPC KS S     -   494,102.319   365,186.513   MT  0.99996060   -0 14 31.2
 HG0876;UTM  14      - 4,151,887.602   509,385.814   MT  0.99960109   +0 03 52.8
 HG0876
 HG0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0876!SPC KS S     -   0.99990714  x   0.99996060  =   0.99986774
 HG0876!UTM  14      -   0.99990714  x   0.99960109  =   0.99950827
 HG0876
 HG0876:                Primary Azimuth Mark                     Grid Az
 HG0876:SPC KS S     -  PRATT MUNICIPAL TANK                     043 27 09.9
 HG0876:UTM  14      -  PRATT MUNICIPAL TANK                     043 08 45.9
 HG0876
 HG0876|---------------------------------------------------------------------|
 HG0876| PID    Reference Object                     Distance      Geod. Az  |
 HG0876|                                                           dddmmss.s |
 HG0876| HG0871 PRATT MUNICIPAL TANK                APPROX.21.0 KM 0431238.7 |
 HG0876| CK8368 COATS RM 1                           28.545 METERS 08428     |
 HG0876| HG0846 SAWYER MUNICIPAL TANK               APPROX.18.6 KM 0950831.3 |
 HG0876| HG0900 WELLSFORD METHODIST CH SPIRE        APPROX.16.4 KM 3140147.5 |
 HG0876| CK8369 COATS RM 2                           30.845 METERS 34501     |
 HG0876| CK8367 COATS AZ MK                                        3580847.0 |
 HG0876|---------------------------------------------------------------------|
 HG0876
 HG0876                          SUPERSEDED SURVEY CONTROL
 HG0876
 HG0876  NAD 83(1997)-  37 30 50.01071(N)    098 53 37.65957(W) AD(       ) 1
 HG0876  NAD 83(1986)-  37 30 50.00993(N)    098 53 37.65566(W) AD(       ) 1
 HG0876  NAD 27      -  37 30 49.94000(N)    098 53 36.30400(W) AD(       ) 1
 HG0876
 HG0876.Superseded values are not recommended for survey control.
 HG0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0876.See file dsdata.txt to determine how the superseded data were derived.
 HG0876
 HG0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG0938651888(NAD 83)
 HG0876_MARKER: DS = TRIANGULATION STATION DISK
 HG0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0876
 HG0876  HISTORY     - Date     Condition        Report By
 HG0876  HISTORY     - 1938     MONUMENTED       CGS
 HG0876  HISTORY     - 1964     GOOD             CGS
 HG0876  HISTORY     - 1965     GOOD             CGS
 HG0876
 HG0876                          STATION DESCRIPTION
 HG0876
 HG0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0876'STATION IS IN THE SOUTHWEST PART OF PRATT COUNTY ABOUT 13
 HG0876'MILES SOUTHEAST OF PRATT, 3.7 MILES WEST OF COATS AND ABOUT
 HG0876'8 MILES SOUTH OF CULLISON NEAR NORTH SIDE CENTER OF SECTION 19,
 HG0876'T 29 S, R 14 W.  IT IS 40 FEET SOUTH OF CENTER OF GRAVEL ROAD
 HG0876'ON LINE WITH A SECTION LINE FENCE EXTENDING SOUTH BETWEEN TWO
 HG0876'CULTIVATED FIELDS.
 HG0876'
 HG0876'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0876'BRONZE DISKS SET IN CONCRETE.
 HG0876'
 HG0876'THE AZIMUTH MARK IS 0.4 MILE NORTH OF STATION ON THE WEST SIDE
 HG0876'OF ROAD JUST SOUTH OF AN EAST-WEST FENCE.
 HG0876'
 HG0876'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 HG0876
 HG0876                          STATION RECOVERY (1964)
 HG0876
 HG0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 HG0876'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HG0876'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 WHICH HAD
 HG0876'BEEN DISPLACED BY ROAD CONSTRUCTION.  IT COULD NOT BE REPLACED
 HG0876'AT THE PRESENT TIME, BUT IT WILL BE ESTABLISHED AS R.M. NO. 3
 HG0876'AT A LATER DATE.
 HG0876'
 HG0876'STATION IS LOCATED IN THE SOUTHWEST PART OF PRATT COUNTY, ABOUT
 HG0876'13 MILES SOUTHWEST OF PRATT, 8 MILES SOUTH OF CULLISON, AND 3
 HG0876'AND 1/2 MILES WEST OF COATS NEAR THE NORTH SIDE CENTER OF SEC.
 HG0876'19, T 29 S., R 14 W, 41 FEET SOUTH OF THE CENTERLINE OF A
 HG0876'MACADAM ROAD ON LINE WITH A SECTION LINE FENCE GOING SOUTH
 HG0876'BETWEEN TWO FIELDS, 109 FEET SOUTH OF TELEPHONE POLE, 92 FEET
 HG0876'SOUTH-SOUTHWEST OF A NEW STEEL WITNESS POST, 88 FEET
 HG0876'SOUTH-SOUTHWEST OF ANOTHER TELEPHONE POLE, 30.5 FEET WEST OF
 HG0876'THE END POST IN AN EAST-WEST FENCE, AND 21 FEET NORTH OF THE
 HG0876'END POST IN A NORTH-SOUTH FENCE.  THE MARK IS 6 INCHES
 HG0876'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HG0876'COATS 1938.
 HG0876'
 HG0876'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 HG0876'AND EAST-WEST MACADAM ROAD, GO WEST ALONG THE NORTH SIDE OF
 HG0876'SCHOOL FOR 3.5 MILES TO A T-ROAD NORTH AND THE STATION ON THE
 HG0876'LEFT OR SOUTH SIDE OF THE ROAD AS DESCRIBED.
 HG0876'
 HG0876'REFERENCE MARK NO. 2 IS 101.23 FEET NORTH-NORTHWEST OF THE
 HG0876'STATION, 58 FEET NORTH OF THE CENTERLINE OF EAST-WEST MACADAM
 HG0876'ROAD, 45 FEET WEST OF A TELEPHONE POLE, 22 FEET WEST OF THE
 HG0876'CENTERLINE OF GRAVEL ROAD, AND 10.5 FEET NORTH OF A NEW STEEL
 HG0876'WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 HG0876'COATS NO 2 1938.
 HG0876'
 HG0876'AZIMUTH MARK IS 0.5 MILE NORTH OF THE STATION, 24 FEET WEST OF
 HG0876'THE CENTERLINE OF NORTH-SOUTH GRAVEL ROAD, 4 FEET WEST OF A
 HG0876'FENCE CORNER, 1-1/2 FEET SOUTH OF AN EAST-WEST FENCE, AND 1
 HG0876'FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 2
 HG0876'INCHES AND THE DISK IS STAMPED COATS 1938.
 HG0876'
 HG0876'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HG0876
 HG0876                          STATION RECOVERY (1965)
 HG0876
 HG0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RAE)
 HG0876'THE 1964 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.  REFERENCE
 HG0876'MARK NO. 1 WHICH WAS FOUND DISPLACED IN THE 1964 DESCRIPTION WAS
 HG0876'RESET BY THIS PARTY.
 HG0876'
 HG0876'FOLLOWING ARE THE NOTES, DISTANCE, AND DIRECTION FOR REFERENCE
 HG0876'MARK NO. 3 WHICH WAS SET BY THIS PARTY.
 HG0876'
 HG0876'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COATS NO 3 1938,
 HG0876'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 HG0876'INCHES.  IT IS 78 FEET EAST OF A CORNER FENCE POST, 40.5
 HG0876'FEET SOUTH OF THE CENTER OF A SURFACED ROAD AND 1.5 FEET NORTH
 HG0876'OF AN EAST-WEST FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0744 ***********************************************************************
 KG0744  DESIGNATION -  CODELL
 KG0744  PID         -  KG0744
 KG0744  STATE/COUNTY-  KS/ROOKS
 KG0744  USGS QUAD   -  CODELL (1978)
 KG0744
 KG0744                         *CURRENT SURVEY CONTROL
 KG0744  ___________________________________________________________________
 KG0744* NAD 83(1997)-  39 10 53.28221(N)    099 13 58.01413(W)     ADJUSTED  
 KG0744* NAVD 88     -       648.     (meters)    2126.     (feet)  SCALED    
 KG0744  ___________________________________________________________________
 KG0744  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 KG0744  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 KG0744
 KG0744  HORZ ORDER  -  SECOND
 KG0744
 KG0744.The horizontal coordinates were established by classical geodetic methods
 KG0744.and adjusted by the National Geodetic Survey in October 1998..
 KG0744
 KG0744.The orthometric height was scaled from a topographic map.
 KG0744
 KG0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0744
 KG0744.The geoid height was determined by GEOID03.
 KG0744
 KG0744;                    North         East     Units Scale Factor Converg.
 KG0744;SPC KS N     -    94,877.337   293,489.683   MT  0.99995758   -0 46 48.0
 KG0744;UTM  14      - 4,336,940.320   479,894.602   MT  0.99960498   -0 08 49.4
 KG0744
 KG0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0744!SPC KS N     -   0.99990237  x   0.99995758  =   0.99985995
 KG0744!UTM  14      -   0.99990237  x   0.99960498  =   0.99950739
 KG0744
 KG0744:                Primary Azimuth Mark                     Grid Az
 KG0744:SPC KS N     -  CODELL AZ MK 2                           001 18 59.9
 KG0744:UTM  14      -  CODELL AZ MK 2                           000 41 01.3
 KG0744
 KG0744|---------------------------------------------------------------------|
 KG0744| PID    Reference Object                     Distance      Geod. Az  |
 KG0744|                                                           dddmmss.s |
 KG0744| KG0746 CODELL AZ MK 2                      APPROX. 1.0 KM 0003211.9 |
 KG0744| KG0745 CODELL RM 3                          12.741 METERS 06604     |
 KG0744| CN8967 CODELL RM 1                          11.336 METERS 09052     |
 KG0744| KG0748 PLAINVILLE EAST MUNICIPAL TANK      APPROX. 8.4 KM 3110600.0 |
 KG0744| CN8969 CODELL RM 4                          10.260 METERS 35535     |
 KG0744| CN8968 CODELL RM 2                          22.356 METERS 35909     |
 KG0744| CN8966 CODELL AZ MK                                       3593731.3 |
 KG0744|---------------------------------------------------------------------|
 KG0744
 KG0744                          SUPERSEDED SURVEY CONTROL
 KG0744
 KG0744  NAD 83(1986)-  39 10 53.28887(N)    099 13 58.01473(W) AD(       ) 2
 KG0744  NAD 27      -  39 10 53.25100(N)    099 13 56.66300(W) AD(       ) 2
 KG0744
 KG0744.Superseded values are not recommended for survey control.
 KG0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0744.See file dsdata.txt to determine how the superseded data were derived.
 KG0744
 KG0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7989536940(NAD 83)
 KG0744_MARKER: DS = TRIANGULATION STATION DISK
 KG0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0744
 KG0744  HISTORY     - Date     Condition        Report By
 KG0744  HISTORY     - 1950     MONUMENTED       CGS
 KG0744  HISTORY     - 1979     GOOD             NGS
 KG0744
 KG0744                          STATION DESCRIPTION
 KG0744
 KG0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0744'THE STATION IS LOCATED ABOUT 5-1/4 MILES SOUTHEAST OF PLAINVILLE,
 KG0744'3 MILES WEST OF CODELL AND ON THE WEST RIGHT-OF-WAY OF A
 KG0744'NORTH-SOUTH SECTION LINE ROAD.  IT IS 18 FEET WEST OF THE CENTER
 KG0744'OF THE ROAD, 3.5 FEET SOUTH OF A WITNESS POST AND SET IN A
 KG0744'NORTH-SOUTH FENCE LINE.  IT IS STAMPED CODELL 1950 AND PROJECTS
 KG0744'5 INCHES.
 KG0744'
 KG0744'REFERENCE MARK NO. 1 IS 18 FEET EAST OF THE CENTER OF THE ROAD
 KG0744'AND SET IN AN OLD NORTH-SOUTH FENCE LINE.  IT IS STAMPED CODELL
 KG0744'NO 1 1950 AND PROJECTS 4 INCHES.
 KG0744'
 KG0744'REFERENCE MARK NO. 2 IS 18 FEET WEST OF THE CENTER OF THE ROAD
 KG0744'AND SET IN A NORTH-SOUTH FENCE LINE.  IT IS STAMPED CODELL NO 2
 KG0744'1950 AND PROJECTS 5 INCHES.
 KG0744'
 KG0744'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 83.2 FEET.
 KG0744'
 KG0744'THE AZIMUTH MARK IS 27 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KG0744'ROAD, 27 FEET WEST OF THE CENTER OF A TRACK ROAD LEADING NORTH
 KG0744'AND 1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED CODELL 1950
 KG0744'AND PROJECTS 6 INCHES.
 KG0744'
 KG0744'TO REACH THE STATION FROM THE POST OFFICE IN PLAINVILLE, GO EAST
 KG0744'FOR 0.15 MILE TO THE JUNCTION OF THE MAIN STREET AND U.S.
 KG0744'HIGHWAY 183, TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY 183 FOR 3.05
 KG0744'MILES TO A CROSSROAD, TURN LEFT AND GO EAST ON A GRADED ROAD FOR
 KG0744'3.6 MILES TO A T ROAD SOUTH AND THE AZIMUTH MARK ON THE LEFT
 KG0744'AS DESCRIBED.  TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO THE
 KG0744'STATION ON THE RIGHT AS DESCRIBED.
 KG0744'
 KG0744'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KG0744
 KG0744                          STATION RECOVERY (1979)
 KG0744
 KG0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KG0744'STATION MARK WAS RECOVERED IN GOOD CONDITION.  MONUMENTS FOR THE
 KG0744'REFERENCE MARKS WERE FOUND BROKEN OFF AND THE AZIMUTH MARK WAS FOUND
 KG0744'LEANING BADLY.  REFERENCE MARKS 3, 4 AND A NEW AZIMUTH MARK WERE
 KG0744'ESTABLISHED.  DISK WAS SALVAGED FROM THE OLD AZIMUTH MARK.  A NEW
 KG0744'DESCRIPTION FOLLOWS.
 KG0744'
 KG0744'STATION IS LOCATED ABOUT 5-1/4 MILES SOUTHEAST OF PLAINVILLE, 3 MILES
 KG0744'WEST OF CODELL AND ON THE RIGHT-OF-WAY OF A DIRT COUNTY ROAD.
 KG0744'
 KG0744'TO REACH THE STATION FROM THE POST OFFICE IN PLAINVILLE, GO EAST FOR
 KG0744'0.15 MILE TO U.S. HIGHWAY 183.  TURN RIGHT AND GO SOUTH ON THE
 KG0744'HIGHWAY FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 KG0744'GRAVELED ROAD FOR 3.6 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 KG0744'SOUTHEAST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON A
 KG0744'DIRT ROAD, IMPASSABLE IN WET WEATHER, FOR 0.6 MILE TO THE STATION ON
 KG0744'THE RIGHT.
 KG0744'
 KG0744'STATION MARK IS A STANDARD DISK, STAMPED---CODELL 1950--- SET IN THE
 KG0744'TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 138 FEET SOUTH OF
 KG0744'THE CENTERLINE OF A FIELD ENTRANCE, 76.0 FEET NORTHWEST OF THE
 KG0744'CENTERLINE OF A FIELD ENTRANCE, 19.0 FEET WEST OF THE CENTERLINE OF
 KG0744'THE ROAD, 6.0 FEET EAST OF A FENCE AND 2.0 FEET SOUTH OF A WITNESS
 KG0744'POST.
 KG0744'
 KG0744'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---CODELL 1950 NO 3
 KG0744'1979--- SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 KG0744'INCHES.  IT IS 82.0 FEET NORTH OF THE CENTERLINE OF A FIELD ENTRANCE,
 KG0744'22.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.0 FOOT NORTH OF A
 KG0744'WITNESS POST, 1 FOOT WEST OF A FENCE AND ABOUT THE SAME ELEVATION AS
 KG0744'THE STATION.
 KG0744'
 KG0744'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---CODELL 1950 NO 4
 KG0744'1979--- SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 KG0744'INCHES.  IT IS 104 FEET SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE,
 KG0744'21.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 3.5 FEET EAST OF A
 KG0744'FENCE, 1 FOOT SOUTH OF A WITNESS POST AND ABOUT 1 FOOT LOWER THAN
 KG0744'THE STATION.
 KG0744'
 KG0744'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CODELL 1950 1979--- SET
 KG0744'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 KG0744'42.0 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 24.0 FEET EAST
 KG0744'OF THE CENTERLINE OF THE DIRT ROAD, 3.5 FEET WEST OF A FENCE AND 1.8
 KG0744'FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1737 ***********************************************************************
 JE1737  DESIGNATION -  COFFEY
 JE1737  PID         -  JE1737
 JE1737  STATE/COUNTY-  KS/COFFEY
 JE1737  USGS QUAD   -  WAVERLY NW (1983)
 JE1737
 JE1737                         *CURRENT SURVEY CONTROL
 JE1737  ___________________________________________________________________
 JE1737* NAD 83(1997)-  38 24 17.44327(N)    095 44 16.55657(W)     ADJUSTED  
 JE1737* NAVD 88     -       360.33   (+/-2cm)    1182.2    (feet)  VERTCON   
 JE1737  ___________________________________________________________________
 JE1737  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 JE1737  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JE1737
 JE1737  HORZ ORDER  -  SECOND
 JE1737  VERT ORDER  -  THIRD ? (See Below)
 JE1737
 JE1737.The horizontal coordinates were established by classical geodetic methods
 JE1737.and adjusted by the National Geodetic Survey in October 1998..
 JE1737
 JE1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1737.The vertical order pertains to the NGVD 29 superseded value.
 JE1737
 JE1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1737
 JE1737.The geoid height was determined by GEOID03.
 JE1737
 JE1737;                    North         East     Units Scale Factor Converg.
 JE1737;SPC KS S     -   596,488.991   641,217.408   MT  0.99997200   +1 41 50.5
 JE1737;UTM  15      - 4,254,285.052   260,923.394   MT  1.00030396   -1 42 05.9
 JE1737
 JE1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1737!SPC KS S     -   0.99994836  x   0.99997200  =   0.99992036
 JE1737!UTM  15      -   0.99994836  x   1.00030396  =   1.00025230
 JE1737
 JE1737:                Primary Azimuth Mark                     Grid Az
 JE1737:SPC KS S     -  COFFEY AZ MK                             084 39 55.5
 JE1737:UTM  15      -  COFFEY AZ MK                             088 03 51.9
 JE1737
 JE1737|---------------------------------------------------------------------|
 JE1737| PID    Reference Object                     Distance      Geod. Az  |
 JE1737|                                                           dddmmss.s |
 JE1737| CL4525 COFFEY AZ MK                                       0862146.0 |
 JE1737| CL4526 COFFEY RM 1                          26.163 METERS 09131     |
 JE1737| JE1735 HALLS SUMMIT MICROWAVE TOWER        APPROX. 9.5 KM 1442239.9 |
 JE1737| CL4527 COFFEY RM 2                          26.661 METERS 26756     |
 JE1737| JE1752 LEBO GRANGE COOP GRAIN ELEV         APPROX.10.7 KM 2752606.4 |
 JE1737| JE1750 LEBO MUNICIPAL TANK                 APPROX.10.7 KM 2760041.2 |
 JE1737|---------------------------------------------------------------------|
 JE1737
 JE1737                          SUPERSEDED SURVEY CONTROL
 JE1737
 JE1737  NAD 83(1986)-  38 24 17.44919(N)    095 44 16.55796(W) AD(       ) 2
 JE1737  NAD 27      -  38 24 17.39172(N)    095 44 15.60939(W) AD(       ) 2
 JE1737  NGVD 29 (07/19/86)  360.17   (m)         1181.7    (f) LEVELING    3  
 JE1737
 JE1737.Superseded values are not recommended for survey control.
 JE1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1737.See file dsdata.txt to determine how the superseded data were derived.
 JE1737
 JE1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6092354285(NAD 83)
 JE1737_MARKER: DS = TRIANGULATION STATION DISK
 JE1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1737
 JE1737  HISTORY     - Date     Condition        Report By
 JE1737  HISTORY     - 1956     MONUMENTED       CGS
 JE1737  HISTORY     - 1963     GOOD             CGS
 JE1737  HISTORY     - 1974     GOOD             NGS
 JE1737
 JE1737                          STATION DESCRIPTION
 JE1737
 JE1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1737'THE STATION IS ABOUT 6 MILES EAST OF LEBO, 14 MILES NORTHEAST
 JE1737'OF HARTFORD, 5-1/2 MILES SOUTH OF OLIVET AND ON ROAD RIGHT-OF-WAY.
 JE1737'IT IS 56 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 50 S,
 JE1737'11 FEET NORTHEAST OF A WHITE WITNESS POST AND 5 FEET NORTH
 JE1737'OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JE1737'COFFEY 1956.
 JE1737'
 JE1737'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 S
 JE1737'AND STATE HIGHWAY 131 ABOUT 0.6 MILE SOUTH OF LEBO, GO EAST
 JE1737'ON HIGHWAY 50 S FOR 6.3 MILES TO THE STATION ON THE SOUTH
 JE1737'SIDE OF THE ROAD.
 JE1737'
 JE1737'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON HIGHWAY
 JE1737'50 S FOR 0.35 MILE TO THE MARK ON THE NORTH SIDE OF THE ROAD.
 JE1737'
 JE1737'REFERENCE MARK 1 IS 58 FEET SOUTH OF THE CENTERLINE OF THE
 JE1737'ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 2 INCHES
 JE1737'AND THE DISK IS STAMPED COFFEY NO 1 1956.
 JE1737'
 JE1737'REFERENCE MARK 2 IS 76 FEET WEST OF A WHITE WITNESS POST,
 JE1737'58 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH
 JE1737'OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JE1737'STAMPED COFFEY NO 2 1956.
 JE1737'
 JE1737'THE AZIMUTH MARK IS 60 FEET NORTH OF THE CENTERLINE OF THE
 JE1737'ROAD, 27 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE FENCE
 JE1737'ENCLOSURE AROUND THE KANSAS POWER AND LIGHT SERVICE SUB-STATION,
 JE1737'2 FEET WEST OF A POWER LINE POLE AND 2 FEET SOUTHWEST OF A
 JE1737'WHITE WITNESS POST.  THE MARK PROJECTS 1 INCH AND THE DISK
 JE1737'IS STAMPED COFFEY 1956.
 JE1737'
 JE1737'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1737
 JE1737                          STATION RECOVERY (1963)
 JE1737
 JE1737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JE1737'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JE1737'IN GOOD CONDITION.  THESE MARKS ARE OUT OF THE WAY FOR HIGHWAY
 JE1737'CONSTRUCTION ON U.S. HIGHWAY 75.
 JE1737'
 JE1737'AZIMUTH MARK IS 31 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 JE1737'OF STORM FENCE AROUND TRANSFORMERS, 28 FEET SOUTH-SOUTHEAST
 JE1737'OF THE SOUTHWEST CORNER OF SAME FENCE, AND 3 FEET WEST OF
 JE1737'POWER POLE.  THE MARK IS FLUSH.
 JE1737
 JE1737                          STATION RECOVERY (1974)
 JE1737
 JE1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1737'RM 1 TO RM 2 OBSTRUCTED.
 JE1737'
 JE1737'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JE1737'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DIRECTIONS TO ALL OF
 JE1737'THE MARKS CHECKED.  A DIFFERENCE OF 0.04 FEET OR 0.016 METERS
 JE1737'LONGER IS NOTED IN THE DISTANCE TO REFERENCE MARK 1.  A DIFFERENCE
 JE1737'OF 0.08 FEET OR 0.028 METERS SHORTER IN THE DISTANCE TO
 JE1737'REFERENCE MARK 2 IS NOTED.  A NEW DESCRIPTION FOLLOWS.
 JE1737'
 JE1737'THE STATION IS ABOUT 6-1/2 MILES EAST OF LEBO, 7-1/2 MILES WEST OF
 JE1737'WAVERLY AND IS ALONG HIGHWAY-RIGHT-OF-WAY IN THE NORTHEAST PORTION
 JE1737'OF THE SOUTHEAST QUARTER OF SECTION 15, R 15 E, T 19 S.
 JE1737'
 JE1737'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 JE1737'U.S. HIGHWAY 75 AT EXIT 155, GO SOUTH ON U.S. HIGHWAY 75 FOR 0.7
 JE1737'MILES TO THE JUNCTION OF OLD U.S. HIGHWAY 50 AND STATE HIGHWAY 31.
 JE1737'TURN RIGHT AND GO WEST ON OLD U.S. HIGHWAY 50 FOR 0.1 MILE TO A
 JE1737'SUB-STATION AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON OLD
 JE1737'U.S.  HIGHWAY 50 FOR 0.3 MILES TO A FIELD ENTRANCE ROAD ON
 JE1737'THE LEFT.  TURN LEFT ONTO THE FIELD ENTRANCE ROAD AND THEN RIGHT
 JE1737'ALONG A FENCE LINE AND UP A CUTBANK FOR 0.1 MILE TO THE STATION ON
 JE1737'THE LEFT.
 JE1737'
 JE1737'STATION MARK IS A STANDARD DISK STAMPED, COFFEY 1956, SET IN THE TOP
 JE1737'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JE1737'GROUND.  IT IS 5.4 FEET NORTH OF A FENCE CORNER POST, 5.8 FEET
 JE1737'NORTHEAST OF A METAL WITNESS POST AND 56.0 FEET SOUTH OF THE
 JE1737'CENTER OF OLD U.S. HIGHWAY 50.
 JE1737'
 JE1737'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, COFFEY NO 1 1974, SET
 JE1737'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 JE1737'INCH ABOVE THE GROUND.  IT IS 1.0 FEET NORTH OF A FENCELINE, 60.0
 JE1737'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 89.6 FEET EAST OF THE
 JE1737'WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JE1737'
 JE1737'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, COFFEY NO 2 1956, SET
 JE1737'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 JE1737'INCH ABOVE THE GROUND.  IT IS 1.3 FEET NORTH OF THE FENCELINE, 59.0
 JE1737'FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 84.0 FEET WEST OF THE
 JE1737'WITNESS POST.
 JE1737'
 JE1737'AZIMUTH MARK IS A STANDARD DISK STAMPED, COFFEY 1956, SET IN THE TOP
 JE1737'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JE1737'GROUND.  IT IS 2.6 FEET WEST OF A METAL WITNESS POST, 3.0 FEET WEST
 JE1737'OF A POWERLINE POLE NUMBERED 30 AND 60.0 FEET NORTH OF THE CENTER
 JE1737'OF THE HIGHWAY.
 JE1737'
 JE1737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES EAST
 JE1737'OF LEBO.
 JE1737'
 JE1737'HEIGHT OF LIGHT ABOVE STATION MARK 5.25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0838 ***********************************************************************
 HE0838  DESIGNATION -  COFFEYVILLE
 HE0838  PID         -  HE0838
 HE0838  STATE/COUNTY-  KS/MONTGOMERY
 HE0838  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0838
 HE0838                         *CURRENT SURVEY CONTROL
 HE0838  ___________________________________________________________________
 HE0838* NAD 83(1997)-  37 03 46.81450(N)    095 38 22.71573(W)     ADJUSTED  
 HE0838* NAVD 88     -       275.79   (+/-2cm)     904.8    (feet)  VERTCON   
 HE0838  ___________________________________________________________________
 HE0838  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 HE0838  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HE0838
 HE0838  HORZ ORDER  -  FIRST
 HE0838  VERT ORDER  -  THIRD ? (See Below)
 HE0838
 HE0838.The horizontal coordinates were established by classical geodetic methods
 HE0838.and adjusted by the National Geodetic Survey in October 1998..
 HE0838
 HE0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0838.The vertical order pertains to the NGVD 29 superseded value.
 HE0838
 HE0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0838
 HE0838.The geoid height was determined by GEOID03.
 HE0838
 HE0838;                    North         East     Units Scale Factor Converg.
 HE0838;SPC KS S     -   447,890.358   654,366.776   MT  1.00004627   +1 45 28.0
 HE0838;SPC OK N     -   231,462.456   809,919.315   MT  1.00006751   +1 23 34.6
 HE0838;SPC OK N     -   759,389.74  2,657,210.29   sFT  1.00006751   +1 23 34.6
 HE0838;UTM  15      - 4,105,121.269   265,305.935   MT  1.00027859   -1 35 29.8
 HE0838
 HE0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0838!SPC KS S     -   0.99996139  x   1.00004627  =   1.00000765
 HE0838!SPC OK N     -   0.99996139  x   1.00006751  =   1.00002889
 HE0838!UTM  15      -   0.99996139  x   1.00027859  =   1.00023996
 HE0838
 HE0838|---------------------------------------------------------------------|
 HE0838| PID    Reference Object                     Distance      Geod. Az  |
 HE0838|                                                           dddmmss.s |
 HE0838| HE0839 COFFEYVILLE 2                        49.007 METERS 02257     |
 HE0838| CL4533 COFFEYVILLE 2 RM 5                   29.535 METERS 03521     |
 HE0838| CL4530 COFFEYVILLE RM 1                     74.554 METERS 04934     |
 HE0838| HE0828 AIRPORT BCN H MC GUGIN FIELD        APPROX. 6.4 KM 0583803.2 |
 HE0838| HE0836 COFFEYVILLE CITY POL RAD MAST        85.344 METERS 10635     |
 HE0838| HE0825 COFFEYVILLE MUN LT PWR PLT STK      APPROX. 3.7 KM 1391819.4 |
 HE0838| HE0827 COFFEYVILLE CEN FIBER PROD TK       APPROX. 4.6 KM 1400014.0 |
 HE0838| HE0824 COFFEYVILLE SWEETHRT FLOUR TK       APPROX. 4.2 KM 1522446.8 |
 HE0838| HE0823 COFFEYVILLE SWEETHRT FLOUR STK      APPROX. 4.1 KM 1524551.3 |
 HE0838| HE0835 COFFEYVILLE SINCLAIR REF T STK      APPROX. 1.9 KM 1570259.6 |
 HE0838| HE0829 COFFEYVILLE MO PAC RR SHOP STK      APPROX. 4.0 KM 1600636.5 |
 HE0838| CL4528 COFFEYVILLE AZ MK                                  1630756.4 |
 HE0838| HE0837 COFFEYVILLE ROOSEVELT SCH STK       APPROX. 2.9 KM 1655847.8 |
 HE0838| CL4529 COFFEYVILLE AZ MK 2                                1661316.4 |
 HE0838| GG0856 S COFFEYVILLE KGGF N RADIO TWR      APPROX. 7.2 KM 1695454.1 |
 HE0838| GG0858 S COFFEYVILLE KGGF S RADIO TWR      APPROX. 7.4 KM 1700502.6 |
 HE0838| HE0840 COFFEYVILLE POINT A                  32.895 METERS 18032     |
 HE0838| HE0833 COFFEYVILLE PAGE MILK CO STACK      APPROX. 3.2 KM 1854452.8 |
 HE0838| HE0830 COFFEYVILLE OZARK SMELT S STK       APPROX. 2.2 KM 1884757.1 |
 HE0838| HE0832 COFFEYVILLE OZARK SMELT N STK       APPROX. 2.1 KM 1890222.6 |
 HE0838| HE0831 COFFEYVILLE OZARK SMELT RED TK      APPROX. 2.5 KM 1894902.5 |
 HE0838| CL4532 COFFEYVILLE RM 3                     20.828 METERS 19913     |
 HE0838| HE0834 COFFEYVILLE MUNICIPAL TK             65.051 METERS 20019     |
 HE0838| CL4531 COFFEYVILLE RM 2                     28.188 METERS 34340     |
 HE0838| HE0844 INDEPENDENCE U ATLAS CEM W STK      APPROX.16.7 KM 3484252.1 |
 HE0838| HE0841 INDEPENDENCE U ATLAS CEM E STK      APPROX.16.7 KM 3484545.2 |
 HE0838|---------------------------------------------------------------------|
 HE0838
 HE0838                          SUPERSEDED SURVEY CONTROL
 HE0838
 HE0838  NAD 83(1997)-  37 03 46.81767(N)    095 38 22.71561(W) AD(       ) 1
 HE0838  NAD 83(1986)-  37 03 46.83024(N)    095 38 22.69697(W) AD(       ) 1
 HE0838  NAD 27      -  37 03 46.55171(N)    095 38 21.77719(W) AD(       ) 1
 HE0838  NGVD 29 (07/19/86)  275.65   (m)          904.4    (f) LEVELING    3  
 HE0838
 HE0838.Superseded values are not recommended for survey control.
 HE0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0838.See file dsdata.txt to determine how the superseded data were derived.
 HE0838
 HE0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6530605121(NAD 83)
 HE0838_MARKER: DS = TRIANGULATION STATION DISK
 HE0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0838_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0838
 HE0838  HISTORY     - Date     Condition        Report By
 HE0838  HISTORY     - 1934     MONUMENTED       CGS
 HE0838  HISTORY     - 1944     GOOD             CGS
 HE0838  HISTORY     - 1962     GOOD             CGS
 HE0838  HISTORY     - 1965     GOOD             CGS
 HE0838  HISTORY     - 1966     GOOD             CGS
 HE0838  HISTORY     - 1972     GOOD             NGS
 HE0838
 HE0838                          STATION DESCRIPTION
 HE0838
 HE0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0838'STATION IS LOCATED ABOUT 2 MILES NW OF COFFEYVILLE, IN NE
 HE0838'CORNER SEC. 27, T 34 S, R 16 E, ON LAND OWNED BY CITY OF
 HE0838'COFFEYVILLE, AND OCCUPIED BY CITY WATER WORKS.  MARK IS SET
 HE0838'23.7 FEET E OF E EDGE OF SQUARE SETTLING TANK AT PROLONGATION OF
 HE0838'MIDDLE DIVISION OF TANK, 45 FEET NW OF CIRCULAR RESERVOIR,
 HE0838'36 FEET OF ESTIMATED CENTER OF AIR BEACON TOWER.
 HE0838'
 HE0838'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 HE0838'IN CONCRETE.
 HE0838'
 HE0838'REFERENCE MARK NO. 2 IS NW OF STATION, AND IS SET IN E WALL OF N
 HE0838'BASIN 6.5 METERS S OF NE CORNER.
 HE0838'
 HE0838'REFERENCE MARK NO. 1 IS NE OF STATION, A STANDARD BRONZE
 HE0838'DISK WEDGED IN A DRILL HOLE IN A CIRCULAR FLAT-TOPPED BOULDER
 HE0838'AT S EDGE OF TREE GROVE, ABOUT 2 FEET N OF DIM ROAD.
 HE0838'
 HE0838'AZIMUTH MARK IS ABOUT 0.5 MILE S OF STATION AT SW CORNER OF
 HE0838'FORKED RIDGE.  MARK IS A STANDARD BRONZE DISK WEDGED IN A
 HE0838'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.
 HE0838'
 HE0838'AZIMUTH IS REACHED FROM STATION BY BEARING LEFT AT ENTRANCE
 HE0838'TO ENTER WORKS ON UNGRADED ROAD TO ITS END.
 HE0838'
 HE0838'STATION IS REACHED FROM INTERSECTION OF U.S. HIGHWAY 168
 HE0838'AND 166 BY GOING W ON U.S. HIGHWAY 166 FOR 1.3 MILES TO BUCKEYE
 HE0838'STREET, THENCE N 1.95 MILES TO END OF STREET AT WATER WORKS.
 HE0838'
 HE0838'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HE0838
 HE0838                          STATION RECOVERY (1944)
 HE0838
 HE0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 HE0838'RECOVERED IN GOOD CONDITION, AS DESCRIBED.  THE BEACON MENTIONED
 HE0838'IN THE DESCRIPTION HAS BEEN REMOVED.
 HE0838
 HE0838                          STATION RECOVERY (1962)
 HE0838
 HE0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HE0838'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN
 HE0838'GOOD CONDITION AND AS DESCRIBED.  REFERENCE MARK 1 AND THE
 HE0838'AZIMUTH MARK WERE NOT RECOVERED.  REFERENCE MARK 3 AND AN
 HE0838'AZIMUTH MARK WERE ESTABLISHED THIS DATE.
 HE0838'
 HE0838'A COMPLETE DESCRIPTION FOLLOWS-
 HE0838'
 HE0838'THE STATION IS LOCATED 2 MILES NORTHWEST OF COFFEYVILLE,
 HE0838'ON LAND OWNED BY THE CITY OF COFFEYVILLE AND OCCUPIED BY
 HE0838'THE CITY WATER WORKS.
 HE0838'
 HE0838'TO REACH THE STATION FROM THE POST OFFICE IN COFFEYVILLE GO WEST,
 HE0838'ON WEST EIGHTH STREET FOR 1.1 MILES TO A CROSSROAD.  TURN
 HE0838'RIGHT, NORTH, ON BUCKEYE STREET AND GO 2.0 MILES TO A WATER
 HE0838'TANK AT THE TOP OF THE HILL AND THE STATION.
 HE0838'
 HE0838'THE STATION MARK IS A STANDARD DISK, STAMPED COFFEYVILLE
 HE0838'1934, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 HE0838'THE SURFACE OF THE GROUND.  IT IS 24 FEET EAST OF THE EAST
 HE0838'EDGE (AND LIGHT POST) OF A SQUARE SETTLING TANK, 38 FEET
 HE0838'NORTHWEST OF A POWERLINE POLE AND 45 FEET NORTHWEST OF A
 HE0838'CIRCULAR RESERVOIR.  THE UNDERGROUND MARK IS A STANDARD
 HE0838'DISK SET IN CONCRETE.
 HE0838'
 HE0838'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COFFEYVILLE
 HE0838'NO 2 1934, CEMENTED IN A DRILL HOLE IN THE EAST WALL OF THE
 HE0838'SETTLING TANK.  THE MARK AND WALL PROJECTS 2 FEET ABOVE
 HE0838'THE SURFACE OF THE GROUND.  IT IS 1 FOOT HIGHER THAN THE
 HE0838'STATION MARK.
 HE0838'
 HE0838'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED COFFEYVILLE
 HE0838'NO 3 1934, CEMENTED IN A DRILL HOLE IN THE EAST WALL OF THE
 HE0838'SETTLING TANK.  THE MARK AND THE WALL PROJECTS 2 FEET ABOVE
 HE0838'THE SURFACE OF THE GROUND.  IT IS 1 FOOT HIGHER THAN THE
 HE0838'STATION MARK.
 HE0838'
 HE0838'THE AZIMUTH MARK (RESET 1962) IS A STANDARD DISK, STAMPED
 HE0838'COFFEYVILLE 1934 RESET 1962, CEMENTED IN A DRILL HOLE IN A 2 BY 3
 HE0838'FOOT BOULDER THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 HE0838'IT IS 4 FEET EAST OF THE WITNESS POST, 24 FEET WEST OF A
 HE0838'POWERLINE POLE AND 58 FEET WEST OF THE CENTER OF A TRACK
 HE0838'ROAD.
 HE0838'
 HE0838'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A PAVED
 HE0838'ROAD FOR 0.15 MILE TO A REVERSE Y-ROAD AND A TRACK ROAD SOUTH.
 HE0838'TAKE THE TRACK ROAD ALONG THE POWERLINE AND THE TOP OF THE
 HE0838'RIDGE FOR 0.2 MILE TO THE MARK ON THE RIGHT, EAST SIDE OF
 HE0838'THE ROAD.
 HE0838
 HE0838                          STATION RECOVERY (1965)
 HE0838
 HE0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0838'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH
 HE0838'MARK WERE RECOVERED.  THE 1934 AZIMUTH MARK WAS RECOVERED.
 HE0838'HOWEVER, IT IS NO LONGER VISIBLE FROM THE GROUND OR ON THE
 HE0838'TOWER BECAUSE OF TREE GROWTH.  A 15 FOOT STAND WILL BE NEEDED
 HE0838'TO SEE THE 1962 AZIMUTH MARK.  A DIFFERENCE IN DISTANCE
 HE0838'TO REFERENCE MARK 2 WAS NOTED.  FOLLOWING IS A COMPLETE
 HE0838'NEW DESCRIPTION.
 HE0838'
 HE0838'THE STATION IS LOCATED ON THE GROUNDS OF THE COFFEYVILLE WATER
 HE0838'WORKS, ABOUT 2 MILES NORTHWEST OF THE CENTER OF TOWN.  THE
 HE0838'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING SOUTH
 HE0838'ON A PAVED ROAD FOR 0.15 MILE TO A FORK AND A TRACK ROAD
 HE0838'LEADING SOUTH.  FOLLOW THE TRACK ROAD SOUTH FOR 0.2 MILE
 HE0838'TO THE MARK ON THE RIGHT.
 HE0838'
 HE0838'THE STATION MARK IS A STANDARD DISK, STAMPED COFFEYVILLE
 HE0838'1934, SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 HE0838'DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 38.0
 HE0838'FEET NORTHWEST OF A POWERLINE POLE, 24.0 FEET EAST OF THE
 HE0838'EAST EDGE OF A SETTLING TANK AND A LAMP POST MOUNTED ON SAME,
 HE0838'AND 44.8 FEET NORTH OF A FIRE HYDRANT.
 HE0838'
 HE0838'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COFFEYVILLE
 HE0838'NO 2 1934, CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST
 HE0838'WALL OF THE CONCRETE TANK.  THE WALL AND MARK PROJECTS ABOUT
 HE0838'2 FEET ABOVE THE GROUND SURFACE.  IT IS ABOUT 2 FEET HIGHER
 HE0838'IN ELEVATION THAN THE STATION.
 HE0838'
 HE0838'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED COFFEYVILLE NO 3
 HE0838'1934, CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST WALL OF
 HE0838'THE CONCRETE TANK.  THE MARK AND WALL PROJECTS ABOUT 2 FEET ABOVE
 HE0838'THE GROUND SURFACE.  IT IS ABOUT 2 FEET HIGHER IN ELEVATION
 HE0838'THAN THE STATION.
 HE0838'
 HE0838'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED COFFEYVILLE
 HE0838'1934 RESET 1962, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 HE0838'2 BY 3 FOOT ROCK OUTCROP THAT IS FLUSH WITH THE GROUND SURFACE.
 HE0838'IT IS 4.0 FEET EAST OF A WITNESS POST, 24.0 FEET WEST OF A
 HE0838'POWERLINE POLE AND 58 FEET WEST OF THE CENTERLINE OF THE
 HE0838'TRACK ROAD.
 HE0838'
 HE0838'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 HE0838
 HE0838                          STATION RECOVERY (1966)
 HE0838
 HE0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0838'THE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK
 HE0838'WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
 HE0838'
 HE0838'ALL OBJECTS VISIBLE AT 30 FEET.
 HE0838
 HE0838                          STATION RECOVERY (1972)
 HE0838
 HE0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HE0838'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED
 HE0838'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.
 HE0838'DUE TO CONSTRUCTION OF A NEW WATER TANK AT THE SITE OF THE
 HE0838'STATION MARK, THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE
 HE0838'REMOVED AND STATION COFFEYVILLE 2 AND REFERENCE MARKS 4
 HE0838'AND 5 WERE ESTABLISHED.  THE ANGLES TO THE COFFEYVILLE WATER
 HE0838'TANK AND THE REFERENCE MARKS, USING THE COFFEYVILLE, PAGE
 HE0838'MILK CO. CONCRETE STACK AS INITIAL CHECK THE PREVIOUS ANGLES
 HE0838'VERY CLOSE.  THE DISTANCES TO THE REFERENCE MARKS ALSO
 HE0838'CHECKED THE PREVIOUS DISTANCES.  SEE DESCRIPTION FOR
 HE0838'COFFEYVILLE 2 FOR DESCRIPTION OF THE NEW MARKS.
 HE0838'
 HE0838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT COFFEYVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0839 ***********************************************************************
 HE0839  DESIGNATION -  COFFEYVILLE 2
 HE0839  PID         -  HE0839
 HE0839  STATE/COUNTY-  KS/MONTGOMERY
 HE0839  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0839
 HE0839                         *CURRENT SURVEY CONTROL
 HE0839  ___________________________________________________________________
 HE0839* NAD 83(1997)-  37 03 48.27840(N)    095 38 21.94226(W)     ADJUSTED  
 HE0839* NAVD 88     -       276.5    (meters)     907.     (feet)  VERTCON   
 HE0839  ___________________________________________________________________
 HE0839  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 HE0839  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HE0839
 HE0839  HORZ ORDER  -  SECOND
 HE0839  VERT ORDER  -  THIRD ? (See Below)
 HE0839
 HE0839.The horizontal coordinates were established by classical geodetic methods
 HE0839.and adjusted by the National Geodetic Survey in October 1998..
 HE0839.No horizontal observational check was made to the station.
 HE0839
 HE0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0839.The vertical order pertains to the NGVD 29 superseded value.
 HE0839
 HE0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0839
 HE0839.The geoid height was determined by GEOID03.
 HE0839
 HE0839;                    North         East     Units Scale Factor Converg.
 HE0839;SPC KS S     -   447,936.054   654,384.492   MT  1.00004617   +1 45 28.4
 HE0839;SPC OK N     -   231,508.039   809,937.322   MT  1.00006762   +1 23 35.1
 HE0839;SPC OK N     -   759,539.29  2,657,269.36   sFT  1.00006762   +1 23 35.1
 HE0839;UTM  15      - 4,105,165.861   265,326.295   MT  1.00027848   -1 35 29.4
 HE0839
 HE0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0839!SPC KS S     -   0.99996127  x   1.00004617  =   1.00000744
 HE0839!SPC OK N     -   0.99996127  x   1.00006762  =   1.00002889
 HE0839!UTM  15      -   0.99996127  x   1.00027848  =   1.00023974
 HE0839
 HE0839|---------------------------------------------------------------------|
 HE0839| PID    Reference Object                     Distance      Geod. Az  |
 HE0839|                                                           dddmmss.s |
 HE0839| CL4534 COFFEYVILLE 2 RM 4                   48.052 METERS 10557     |
 HE0839| CL4533 COFFEYVILLE 2 RM 5                   21.129 METERS 18530     |
 HE0839| HE0833 COFFEYVILLE PAGE MILK CO STACK      APPROX. 3.2 KM 1860023.2 |
 HE0839| HE0834 COFFEYVILLE MUNICIPAL TK            114.029 METERS 20127     |
 HE0839| HE0838 COFFEYVILLE                          49.007 METERS 20257     |
 HE0839|---------------------------------------------------------------------|
 HE0839
 HE0839                          SUPERSEDED SURVEY CONTROL
 HE0839
 HE0839  NAD 83(1997)-  37 03 48.28157(N)    095 38 21.94214(W) AD(       ) 2
 HE0839  NAD 83(1986)-  37 03 48.29413(N)    095 38 21.92351(W) AD(       ) 2
 HE0839  NAD 27      -  37 03 48.01559(N)    095 38 21.00379(W) AD(       ) 2
 HE0839  NGVD 29 (07/19/86)  276.4    (m)          907.     (f) LEVELING    3  
 HE0839
 HE0839.Superseded values are not recommended for survey control.
 HE0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0839.See file dsdata.txt to determine how the superseded data were derived.
 HE0839
 HE0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6532605166(NAD 83)
 HE0839_MARKER: DS = TRIANGULATION STATION DISK
 HE0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0839_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0839
 HE0839  HISTORY     - Date     Condition        Report By
 HE0839  HISTORY     - 1972     MONUMENTED       NGS
 HE0839
 HE0839                          STATION DESCRIPTION
 HE0839
 HE0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HE0839'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF THE CENTER
 HE0839'OF COFFEYVILLE, ON THE GROUNDS OF THE COFFEYVILLE WATER WORKS,
 HE0839'ON THE NORTHWEST PERIMETER OF THE NORTH ONE OF TWO LARGE
 HE0839'UNDERGROUND CONCRETE RESERVOIRS.
 HE0839'
 HE0839'TO REACH THE STATION FROM THE POST OFFICE IN COFFEYVILLE, GO
 HE0839'WEST ON WEST EIGHTH STREET FOR 1.1 MILES TO A CROSSROAD,
 HE0839'BUCKEYE STREET.  TURN RIGHT AND GO NORTH ON BUCKEYE STREET FOR
 HE0839'2.0 MILES TO THE TOP OF HILL, THE WATER FILTRATION PLANT AND
 HE0839'THE STATION AS DESCRIBED.
 HE0839'
 HE0839'THE STATION MARKS ARE STANDARD DISKS STAMPED COFFEYVILLE 2 1972,
 HE0839'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 HE0839'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 HE0839'91.5 FEET NORTH-NORTHWEST OF THE SOUTHWEST VENT PIPE, 42
 HE0839'FEET WEST-SOUTHWEST OF THE NORTHWEST VENT PIPE AND 2.5 FEET
 HE0839'EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS CEMENTED
 HE0839'IN A DRILL HOLE IN THE PERIMETER OF THE UNDERGROUND CONCRETE
 HE0839'RESERVOIR AND IS 18 INCHES BELOW THE GROUND SURFACE.
 HE0839'
 HE0839'REFERENCE MARK 4 IS A STANDARD DISK STAMPED COFFEYVILLE 2 NO 4
 HE0839'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT,
 HE0839'FLUSH WITH THE GROUND SURFACE AND ON THE EAST PERIMETER OF THE
 HE0839'RESERVOIR, 77 FEET NORTHEAST OF THE SOUTHEAST VENT PIPE AND 61.5
 HE0839'FEET SOUTHEAST OF THE NORTHEAST VENT PIPE.
 HE0839'
 HE0839'REFERENCE MARK 5 IS A STANDARD DISK STAMPED COFFEYVILLE 2 NO 5
 HE0839'1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 HE0839'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 87 FEET SOUTHWEST
 HE0839'OF THE NORTHWEST VENT PIPE AND 28 FEET NORTHWEST OF THE SOUTHWEST
 HE0839'VENT PIPE.
 HE0839'
 HE0839'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK DUE TO TREES.
 HE0839'
 HE0839'THE VENT PIPES MENTIONED ABOVE ARE 6 INCHES IN DIAMETER AND
 HE0839'PROJECT 3 FEET ABOVE THE GROUND.
 HE0839'
 HE0839'COFFEYVILLE 1934 TO COFFEYVILLE 2 DIFFERENCE IN ELEVATION
 HE0839'= PLUS 0.7174 METERS.
 HE0839'
 HE0839'COFFEYVILLE 1934 TO COFFEYVILLE 2 RM 5 DIFFERENCE IN ELEVATION
 HE0839'= PLUS 0.7560 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0827 ***********************************************************************
 HE0827  DESIGNATION -  COFFEYVILLE CEN FIBER PROD TK
 HE0827  PID         -  HE0827
 HE0827  STATE/COUNTY-  KS/MONTGOMERY
 HE0827  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0827
 HE0827                         *CURRENT SURVEY CONTROL
 HE0827  ___________________________________________________________________
 HE0827* NAD 83(1997)-  37 01 51.72894(N)    095 36 22.30120(W)     ADJUSTED  
 HE0827* NAVD 88     -                                                        
 HE0827  ___________________________________________________________________
 HE0827  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HE0827  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE0827
 HE0827  HORZ ORDER  -  THIRD
 HE0827
 HE0827.The horizontal coordinates were established by classical geodetic methods
 HE0827.and adjusted by the National Geodetic Survey in October 1998..
 HE0827
 HE0827
 HE0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0827
 HE0827.The geoid height was determined by GEOID03.
 HE0827
 HE0827;                    North         East     Units Scale Factor Converg.
 HE0827;SPC KS S     -   444,435.892   657,450.447   MT  1.00005466   +1 46 42.0
 HE0827;UTM  15      - 4,101,491.763   268,183.170   MT  1.00026206   -1 34 13.0
 HE0827
 HE0827                          SUPERSEDED SURVEY CONTROL
 HE0827
 HE0827  NAD 83(1997)-  37 01 51.73207(N)    095 36 22.30115(W) AD(       ) 4
 HE0827  NAD 83(1986)-  37 01 51.74542(N)    095 36 22.28282(W) AD(       ) 4
 HE0827  NAD 27      -  37 01 51.46000(N)    095 36 21.36300(W) AD(       ) 3
 HE0827
 HE0827.Superseded values are not recommended for survey control.
 HE0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0827.See file dsdata.txt to determine how the superseded data were derived.
 HE0827
 HE0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6818301492(NAD 83)
 HE0827_MARKER: 51 = TANK
 HE0827
 HE0827  HISTORY     - Date     Condition        Report By
 HE0827  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0827
 HE0827                          STATION DESCRIPTION
 HE0827
 HE0827'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0836 ***********************************************************************
 HE0836  DESIGNATION -  COFFEYVILLE CITY POL RAD MAST
 HE0836  PID         -  HE0836
 HE0836  STATE/COUNTY-  KS/MONTGOMERY
 HE0836  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0836
 HE0836                         *CURRENT SURVEY CONTROL
 HE0836  ___________________________________________________________________
 HE0836* NAD 83(1997)-  37 03 46.02466(N)    095 38 19.40478(W)     ADJUSTED  
 HE0836* NAVD 88     -                                                        
 HE0836  ___________________________________________________________________
 HE0836  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 HE0836  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HE0836
 HE0836  HORZ ORDER  -  THIRD
 HE0836
 HE0836.The horizontal coordinates were established by classical geodetic methods
 HE0836.and adjusted by the National Geodetic Survey in October 1998..
 HE0836
 HE0836
 HE0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0836
 HE0836.The geoid height was determined by GEOID03.
 HE0836
 HE0836;                    North         East     Units Scale Factor Converg.
 HE0836;SPC KS S     -   447,868.529   654,449.286   MT  1.00004633   +1 45 30.0
 HE0836;SPC OK N     -   231,440.102   810,001.685   MT  1.00006745   +1 23 36.6
 HE0836;SPC OK N     -   759,316.40  2,657,480.53   sFT  1.00006745   +1 23 36.6
 HE0836;UTM  15      - 4,105,094.650   265,387.047   MT  1.00027812   -1 35 27.8
 HE0836
 HE0836                          SUPERSEDED SURVEY CONTROL
 HE0836
 HE0836  NAD 83(1997)-  37 03 46.02783(N)    095 38 19.40465(W) AD(       ) 4
 HE0836  NAD 83(1986)-  37 03 46.04040(N)    095 38 19.38604(W) AD(       ) 4
 HE0836  NAD 27      -  37 03 45.76184(N)    095 38 18.46635(W) AD(       ) 3
 HE0836
 HE0836.Superseded values are not recommended for survey control.
 HE0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0836.See file dsdata.txt to determine how the superseded data were derived.
 HE0836
 HE0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6538705095(NAD 83)
 HE0836_MARKER: 42 = RADIO/TV MAST
 HE0836
 HE0836  HISTORY     - Date     Condition        Report By
 HE0836  HISTORY     - 1963     FIRST OBSERVED   CGS
 HE0836  HISTORY     - 1966     GOOD             CGS
 HE0836
 HE0836                          STATION DESCRIPTION
 HE0836
 HE0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 HE0836'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF COFFEYVILLE,
 HE0836'ON LAND OWNED BY THE CITY AND OCCUPIED BY THE CITY WATER
 HE0836'WORKS.  THE MAST IS STRUCTURAL STEEL, TRIANGULAR SHAPED, WITH
 HE0836'A RED LIGHT ON TOP AND ABOUT 80 FEET IN HEIGHT.  IT IS ABOUT
 HE0836'300 FEET EAST OF THE MUNICIPAL WATER TANK.
 HE0836'
 HE0836'A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION
 HE0836'COFFEYVILLE 1934, DISTANCE BEING 280.0 FEET OR (85.344 METERS)
 HE0836'EAST SOUTHEAST.
 HE0836
 HE0836                          STATION RECOVERY (1966)
 HE0836
 HE0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0836'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH
 HE0836'ELEVATED TANK, LOCATED ABOUT 2 MILES NORTH OF COFFEYVILLE,
 HE0836'AT THE CITY WATER WORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0829 ***********************************************************************
 HE0829  DESIGNATION -  COFFEYVILLE MO PAC RR SHOP STK
 HE0829  PID         -  HE0829
 HE0829  STATE/COUNTY-  KS/MONTGOMERY
 HE0829  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0829
 HE0829                         *CURRENT SURVEY CONTROL
 HE0829  ___________________________________________________________________
 HE0829* NAD 83(1997)-  37 01 44.72479(N)    095 37 27.62404(W)     ADJUSTED  
 HE0829* NAVD 88     -                                                        
 HE0829  ___________________________________________________________________
 HE0829  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 HE0829  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE0829
 HE0829  HORZ ORDER  -  THIRD
 HE0829
 HE0829.The horizontal coordinates were established by classical geodetic methods
 HE0829.and adjusted by the National Geodetic Survey in October 1998..
 HE0829
 HE0829
 HE0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0829
 HE0829.The geoid height was determined by GEOID03.
 HE0829
 HE0829;                    North         East     Units Scale Factor Converg.
 HE0829;SPC KS S     -   444,170.116   655,843.310   MT  1.00005519   +1 46 01.8
 HE0829;SPC OK N     -   227,732.838   811,372.136   MT  1.00005842   +1 24 07.2
 HE0829;SPC OK N     -   747,153.49  2,661,976.75   sFT  1.00005842   +1 24 07.2
 HE0829;UTM  15      - 4,101,320.275   266,562.910   MT  1.00027135   -1 34 52.1
 HE0829
 HE0829                          SUPERSEDED SURVEY CONTROL
 HE0829
 HE0829  NAD 83(1997)-  37 01 44.72793(N)    095 37 27.62405(W) AD(       ) 4
 HE0829  NAD 83(1986)-  37 01 44.74115(N)    095 37 27.60540(W) AD(       ) 4
 HE0829  NAD 27      -  37 01 44.45700(N)    095 37 26.68600(W) AD(       ) 3
 HE0829
 HE0829.Superseded values are not recommended for survey control.
 HE0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0829.See file dsdata.txt to determine how the superseded data were derived.
 HE0829
 HE0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6656301320(NAD 83)
 HE0829_MARKER: 63 = STACK
 HE0829
 HE0829  HISTORY     - Date     Condition        Report By
 HE0829  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0829  HISTORY     - 1944     GOOD             CGS
 HE0829
 HE0829                          STATION DESCRIPTION
 HE0829
 HE0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (HJB)
 HE0829'(NO PREVIOUS DESCRIPTION)-- RECOVERED IN GOOD CONDITION.  AS
 HE0829'THIS WAS NOT DESCRIBED WHEN ESTABLISHED, A DESCRIPTION FOLLOWS-
 HE0829'THE CONCRETE STACK OF THE MISSOURI PACIFIC RAILWAY, JUST S OF THE
 HE0829'ROUNDHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0825 ***********************************************************************
 HE0825  DESIGNATION -  COFFEYVILLE MUN LT PWR PLT STK
 HE0825  PID         -  HE0825
 HE0825  STATE/COUNTY-  KS/MONTGOMERY
 HE0825  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0825
 HE0825                         *CURRENT SURVEY CONTROL
 HE0825  ___________________________________________________________________
 HE0825* NAD 83(1997)-  37 02 15.19787(N)    095 36 44.44800(W)     ADJUSTED  
 HE0825* NAVD 88     -                                                        
 HE0825  ___________________________________________________________________
 HE0825  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HE0825  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE0825
 HE0825  HORZ ORDER  -  THIRD
 HE0825
 HE0825.The horizontal coordinates were established by classical geodetic methods
 HE0825.and adjusted by the National Geodetic Survey in October 1998..
 HE0825
 HE0825
 HE0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0825
 HE0825.The geoid height was determined by GEOID03.
 HE0825
 HE0825;                    North         East     Units Scale Factor Converg.
 HE0825;SPC KS S     -   445,142.098   656,880.908   MT  1.00005293   +1 46 28.4
 HE0825;UTM  15      - 4,102,230.187   267,655.744   MT  1.00026508   -1 34 27.2
 HE0825
 HE0825                          SUPERSEDED SURVEY CONTROL
 HE0825
 HE0825  NAD 83(1997)-  37 02 15.20055(N)    095 36 44.44731(W) AD(       ) 4
 HE0825  NAD 83(1986)-  37 02 15.21388(N)    095 36 44.42917(W) AD(       ) 4
 HE0825  NAD 27      -  37 02 14.93800(N)    095 36 43.52300(W) AD(       ) 3
 HE0825
 HE0825.Superseded values are not recommended for survey control.
 HE0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0825.See file dsdata.txt to determine how the superseded data were derived.
 HE0825
 HE0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6765602230(NAD 83)
 HE0825_MARKER: 63 = STACK
 HE0825
 HE0825  HISTORY     - Date     Condition        Report By
 HE0825  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0825
 HE0825                          STATION DESCRIPTION
 HE0825
 HE0825'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0834 ***********************************************************************
 HE0834  DESIGNATION -  COFFEYVILLE MUNICIPAL TK
 HE0834  PID         -  HE0834
 HE0834  STATE/COUNTY-  KS/MONTGOMERY
 HE0834  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0834
 HE0834                         *CURRENT SURVEY CONTROL
 HE0834  ___________________________________________________________________
 HE0834* NAD 83(1997)-  37 03 44.83562(N)    095 38 23.63002(W)     ADJUSTED  
 HE0834* NAVD 88     -                                                        
 HE0834  ___________________________________________________________________
 HE0834  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HE0834  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HE0834
 HE0834  HORZ ORDER  -  THIRD
 HE0834
 HE0834.The horizontal coordinates were established by classical geodetic methods
 HE0834.and adjusted by the National Geodetic Survey in October 1998..
 HE0834
 HE0834
 HE0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0834
 HE0834.The geoid height was determined by GEOID03.
 HE0834
 HE0834;                    North         East     Units Scale Factor Converg.
 HE0834;SPC KS S     -   447,828.688   654,346.069   MT  1.00004641   +1 45 27.4
 HE0834;SPC OK N     -   231,400.917   809,898.215   MT  1.00006736   +1 23 34.1
 HE0834;SPC OK N     -   759,187.84  2,657,141.06   sFT  1.00006736   +1 23 34.1
 HE0834;UTM  15      - 4,105,060.899   265,281.654   MT  1.00027873   -1 35 30.3
 HE0834
 HE0834                          SUPERSEDED SURVEY CONTROL
 HE0834
 HE0834  NAD 83(1997)-  37 03 44.83880(N)    095 38 23.62990(W) AD(       ) 4
 HE0834  NAD 83(1986)-  37 03 44.85120(N)    095 38 23.61118(W) AD(       ) 4
 HE0834  NAD 27      -  37 03 44.57268(N)    095 38 22.69121(W) AD(       ) 3
 HE0834
 HE0834.Superseded values are not recommended for survey control.
 HE0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0834.See file dsdata.txt to determine how the superseded data were derived.
 HE0834
 HE0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6528205061(NAD 83)
 HE0834_MARKER: 53 = ELEVATED TANK
 HE0834
 HE0834  HISTORY     - Date     Condition        Report By
 HE0834  HISTORY     - 1963     FIRST OBSERVED   CGS
 HE0834
 HE0834                          STATION DESCRIPTION
 HE0834
 HE0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 HE0834'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF COFFEYVILLE, ON
 HE0834'LAND OWNED BY THE CITY AND OCCUPIED BY THE CITY WATER WORKS.
 HE0834'THE TANK IS PAINTED SILVER, 100 FEET IN HEIGHT AND ELEVATED BY
 HE0834'FOUR STRUCTURAL STEEL LEGS.  IT IS AT THE SOUTH END OF A
 HE0834'SETTLING TANK AND JUST EAST OF THE WATER WORKS BUILDING.
 HE0834'
 HE0834'A TRAVERSE MEASUREMENT WAS MADE FROM TRIANGULATION STATION
 HE0834'COFFEYVILLE 1934, DISTANCE BEING 213.425 FEET OR (65.052 METERS)
 HE0834'SOUTH SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0831 ***********************************************************************
 HE0831  DESIGNATION -  COFFEYVILLE OZARK SMELT RED TK
 HE0831  PID         -  HE0831
 HE0831  STATE/COUNTY-  KS/MONTGOMERY
 HE0831  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0831
 HE0831                         *CURRENT SURVEY CONTROL
 HE0831  ___________________________________________________________________
 HE0831* NAD 83(1997)-  37 02 28.05783(N)    095 38 39.71629(W)     ADJUSTED  
 HE0831* NAVD 88     -                                                        
 HE0831  ___________________________________________________________________
 HE0831  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HE0831  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HE0831
 HE0831  HORZ ORDER  -  THIRD
 HE0831
 HE0831.The horizontal coordinates were established by classical geodetic methods
 HE0831.and adjusted by the National Geodetic Survey in October 1998..
 HE0831
 HE0831
 HE0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0831
 HE0831.The geoid height was determined by GEOID03.
 HE0831
 HE0831;                    North         East     Units Scale Factor Converg.
 HE0831;SPC KS S     -   445,450.642   654,021.308   MT  1.00005198   +1 45 17.5
 HE0831;SPC OK N     -   229,024.951   809,558.316   MT  1.00006161   +1 23 24.6
 HE0831;SPC OK N     -   751,392.69  2,656,025.91   sFT  1.00006161   +1 23 24.6
 HE0831;UTM  15      - 4,102,705.342   264,818.422   MT  1.00028142   -1 35 37.2
 HE0831
 HE0831                          SUPERSEDED SURVEY CONTROL
 HE0831
 HE0831  NAD 83(1997)-  37 02 28.06081(N)    095 38 39.71622(W) AD(       ) 4
 HE0831  NAD 83(1986)-  37 02 28.07388(N)    095 38 39.69738(W) AD(       ) 4
 HE0831  NAD 27      -  37 02 27.79300(N)    095 38 38.77700(W) AD(       ) 3
 HE0831
 HE0831.Superseded values are not recommended for survey control.
 HE0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0831.See file dsdata.txt to determine how the superseded data were derived.
 HE0831
 HE0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6481802705(NAD 83)
 HE0831_MARKER: 51 = TANK
 HE0831
 HE0831  HISTORY     - Date     Condition        Report By
 HE0831  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0831
 HE0831                          STATION DESCRIPTION
 HE0831
 HE0831'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0833 ***********************************************************************
 HE0833  DESIGNATION -  COFFEYVILLE PAGE MILK CO STACK
 HE0833  PID         -  HE0833
 HE0833  STATE/COUNTY-  KS/MONTGOMERY
 HE0833  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0833
 HE0833                         *CURRENT SURVEY CONTROL
 HE0833  ___________________________________________________________________
 HE0833* NAD 83(1997)-  37 02 04.57590(N)    095 38 35.55253(W)     ADJUSTED  
 HE0833* NAVD 88     -                                                        
 HE0833  ___________________________________________________________________
 HE0833  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HE0833  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE0833
 HE0833  HORZ ORDER  -  THIRD
 HE0833
 HE0833.The horizontal coordinates were established by classical geodetic methods
 HE0833.and adjusted by the National Geodetic Survey in October 1998..
 HE0833
 HE0833
 HE0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0833
 HE0833.The geoid height was determined by GEOID03.
 HE0833
 HE0833;                    North         East     Units Scale Factor Converg.
 HE0833;SPC KS S     -   444,730.210   654,146.338   MT  1.00005371   +1 45 20.1
 HE0833;UTM  15      - 4,101,978.672   264,901.179   MT  1.00028094   -1 35 33.8
 HE0833
 HE0833                          SUPERSEDED SURVEY CONTROL
 HE0833
 HE0833  NAD 83(1997)-  37 02 04.57886(N)    095 38 35.55245(W) AD(       ) 4
 HE0833  NAD 83(1986)-  37 02 04.59218(N)    095 38 35.53363(W) AD(       ) 4
 HE0833  NAD 27      -  37 02 04.33000(N)    095 38 34.61000(W) AD(       ) 3
 HE0833
 HE0833.Superseded values are not recommended for survey control.
 HE0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0833.See file dsdata.txt to determine how the superseded data were derived.
 HE0833
 HE0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6490101979(NAD 83)
 HE0833_MARKER: 63 = STACK
 HE0833
 HE0833  HISTORY     - Date     Condition        Report By
 HE0833  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0833  HISTORY     - 1964     GOOD             CGS
 HE0833
 HE0833                          STATION DESCRIPTION
 HE0833
 HE0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE0833'RECOVERED IN GOOD CONDITION.  NO PREVIOUS DESCRIPTION.
 HE0833'
 HE0833'LOCATED NEAR CORNER OF LEWARK AND MILKY WAY STREETS IN THE
 HE0833'TOWN OF COFFEYVILLE.  STACK IS WHITE WITH TWO GREEN STRIPES.
 HE0833'PAGE MILK IS LETTERED ON IT IN RED.  IT IS ABOUT 200 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0837 ***********************************************************************
 HE0837  DESIGNATION -  COFFEYVILLE ROOSEVELT SCH STK
 HE0837  PID         -  HE0837
 HE0837  STATE/COUNTY-  KS/MONTGOMERY
 HE0837  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0837
 HE0837                         *CURRENT SURVEY CONTROL
 HE0837  ___________________________________________________________________
 HE0837* NAD 83(1997)-  37 02 14.32862(N)    095 37 53.90899(W)     ADJUSTED  
 HE0837* NAVD 88     -                                                        
 HE0837  ___________________________________________________________________
 HE0837  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HE0837  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE0837
 HE0837  HORZ ORDER  -  THIRD
 HE0837
 HE0837.The horizontal coordinates were established by classical geodetic methods
 HE0837.and adjusted by the National Geodetic Survey in October 1998..
 HE0837
 HE0837
 HE0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0837
 HE0837.The geoid height was determined by GEOID03.
 HE0837
 HE0837;                    North         East     Units Scale Factor Converg.
 HE0837;SPC KS S     -   445,062.330   655,165.849   MT  1.00005299   +1 45 45.7
 HE0837;UTM  15      - 4,102,250.738   265,938.581   MT  1.00027494   -1 35 09.1
 HE0837
 HE0837                          SUPERSEDED SURVEY CONTROL
 HE0837
 HE0837  NAD 83(1997)-  37 02 14.33168(N)    095 37 53.90893(W) AD(       ) 4
 HE0837  NAD 83(1986)-  37 02 14.34489(N)    095 37 53.89029(W) AD(       ) 4
 HE0837  NAD 27      -  37 02 14.06000(N)    095 37 52.97000(W) AD(       ) 3
 HE0837
 HE0837.Superseded values are not recommended for survey control.
 HE0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0837.See file dsdata.txt to determine how the superseded data were derived.
 HE0837
 HE0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6593902251(NAD 83)
 HE0837_MARKER: 63 = STACK
 HE0837
 HE0837  HISTORY     - Date     Condition        Report By
 HE0837  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0837
 HE0837                          STATION DESCRIPTION
 HE0837
 HE0837'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0835 ***********************************************************************
 HE0835  DESIGNATION -  COFFEYVILLE SINCLAIR REF T STK
 HE0835  PID         -  HE0835
 HE0835  STATE/COUNTY-  KS/MONTGOMERY
 HE0835  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0835
 HE0835                         *CURRENT SURVEY CONTROL
 HE0835  ___________________________________________________________________
 HE0835* NAD 83(1997)-  37 02 48.57339(N)    095 37 51.94909(W)     ADJUSTED  
 HE0835* NAVD 88     -                                                        
 HE0835  ___________________________________________________________________
 HE0835  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HE0835  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HE0835
 HE0835  HORZ ORDER  -  THIRD
 HE0835
 HE0835.The horizontal coordinates were established by classical geodetic methods
 HE0835.and adjusted by the National Geodetic Survey in October 1998..
 HE0835
 HE0835
 HE0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0835
 HE0835.The geoid height was determined by GEOID03.
 HE0835
 HE0835;                    North         East     Units Scale Factor Converg.
 HE0835;SPC KS S     -   446,119.050   655,181.784   MT  1.00005048   +1 45 46.9
 HE0835;SPC OK N     -   229,685.963   810,723.038   MT  1.00006313   +1 23 52.8
 HE0835;SPC OK N     -   753,561.36  2,659,847.17   sFT  1.00006313   +1 23 52.8
 HE0835;UTM  15      - 4,103,304.958   266,016.232   MT  1.00027449   -1 35 09.1
 HE0835
 HE0835                          SUPERSEDED SURVEY CONTROL
 HE0835
 HE0835  NAD 83(1997)-  37 02 48.57643(N)    095 37 51.94898(W) AD(       ) 4
 HE0835  NAD 83(1986)-  37 02 48.58919(N)    095 37 51.93040(W) AD(       ) 4
 HE0835  NAD 27      -  37 02 48.30900(N)    095 37 51.01000(W) AD(       ) 3
 HE0835
 HE0835.Superseded values are not recommended for survey control.
 HE0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0835.See file dsdata.txt to determine how the superseded data were derived.
 HE0835
 HE0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6601603305(NAD 83)
 HE0835_MARKER: 63 = STACK
 HE0835
 HE0835  HISTORY     - Date     Condition        Report By
 HE0835  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0835  HISTORY     - 1964     GOOD             CGS
 HE0835  HISTORY     - 1987     GOOD             NOS
 HE0835
 HE0835                          STATION DESCRIPTION
 HE0835
 HE0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE0835'RECOVERED IN GOOD CONDITION.  NOT PREVIOUSLY DESCRIBED.
 HE0835'
 HE0835'LOCATED ON THE WEST SIDE OF NORTH CENTRAL STREET, AT THE
 HE0835'SINCLAIR REFINING COMPANY IN COFFEYVILLE.  TALL STACK IS THE
 HE0835'MOST SOUTHERLY OF THE THREE STACKS AT THE PLANT AND IS ABOUT 225
 HE0835'FEET HIGH.
 HE0835
 HE0835                          STATION RECOVERY (1987)
 HE0835
 HE0835'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HE0835'THE STATION WAS RECOVERED AT THIS DATE.
 HE0835'STATION WAS RECOVERED AS DESCRIBED.
 HE0835'
 HE0835'RECOVERED BY JWB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0823 ***********************************************************************
 HE0823  DESIGNATION -  COFFEYVILLE SWEETHRT FLOUR STK
 HE0823  PID         -  HE0823
 HE0823  STATE/COUNTY-  KS/MONTGOMERY
 HE0823  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0823
 HE0823                         *CURRENT SURVEY CONTROL
 HE0823  ___________________________________________________________________
 HE0823* NAD 83(1997)-  37 01 47.22869(N)    095 37 05.94668(W)     ADJUSTED  
 HE0823* NAVD 88     -                                                        
 HE0823  ___________________________________________________________________
 HE0823  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HE0823  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE0823
 HE0823  HORZ ORDER  -  THIRD
 HE0823
 HE0823.The horizontal coordinates were established by classical geodetic methods
 HE0823.and adjusted by the National Geodetic Survey in October 1998..
 HE0823
 HE0823
 HE0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0823
 HE0823.The geoid height was determined by GEOID03.
 HE0823
 HE0823;                    North         East     Units Scale Factor Converg.
 HE0823;SPC KS S     -   444,263.813   656,376.477   MT  1.00005500   +1 46 15.1
 HE0823;UTM  15      - 4,101,382.684   267,100.755   MT  1.00026826   -1 34 39.1
 HE0823
 HE0823                          SUPERSEDED SURVEY CONTROL
 HE0823
 HE0823  NAD 83(1997)-  37 01 47.23179(N)    095 37 05.94666(W) AD(       ) 4
 HE0823  NAD 83(1986)-  37 01 47.24508(N)    095 37 05.92819(W) AD(       ) 4
 HE0823  NAD 27      -  37 01 46.96000(N)    095 37 05.00800(W) AD(       ) 3
 HE0823
 HE0823.Superseded values are not recommended for survey control.
 HE0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0823.See file dsdata.txt to determine how the superseded data were derived.
 HE0823
 HE0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6710101383(NAD 83)
 HE0823_MARKER: 63 = STACK
 HE0823
 HE0823  HISTORY     - Date     Condition        Report By
 HE0823  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0823
 HE0823                          STATION DESCRIPTION
 HE0823
 HE0823'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0824 ***********************************************************************
 HE0824  DESIGNATION -  COFFEYVILLE SWEETHRT FLOUR TK
 HE0824  PID         -  HE0824
 HE0824  STATE/COUNTY-  KS/MONTGOMERY
 HE0824  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0824
 HE0824                         *CURRENT SURVEY CONTROL
 HE0824  ___________________________________________________________________
 HE0824* NAD 83(1997)-  37 01 47.39733(N)    095 37 04.89638(W)     ADJUSTED  
 HE0824* NAVD 88     -                                                        
 HE0824  ___________________________________________________________________
 HE0824  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HE0824  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE0824
 HE0824  HORZ ORDER  -  THIRD
 HE0824
 HE0824.The horizontal coordinates were established by classical geodetic methods
 HE0824.and adjusted by the National Geodetic Survey in October 1998..
 HE0824
 HE0824
 HE0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0824
 HE0824.The geoid height was determined by GEOID03.
 HE0824
 HE0824;                    North         East     Units Scale Factor Converg.
 HE0824;SPC KS S     -   444,269.811   656,402.264   MT  1.00005499   +1 46 15.8
 HE0824;UTM  15      - 4,101,387.168   267,126.854   MT  1.00026811   -1 34 38.5
 HE0824
 HE0824                          SUPERSEDED SURVEY CONTROL
 HE0824
 HE0824  NAD 83(1997)-  37 01 47.40043(N)    095 37 04.89629(W) AD(       ) 4
 HE0824  NAD 83(1986)-  37 01 47.41375(N)    095 37 04.87780(W) AD(       ) 4
 HE0824  NAD 27      -  37 01 47.12800(N)    095 37 03.95800(W) AD(       ) 3
 HE0824
 HE0824.Superseded values are not recommended for survey control.
 HE0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0824.See file dsdata.txt to determine how the superseded data were derived.
 HE0824
 HE0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6712701387(NAD 83)
 HE0824_MARKER: 51 = TANK
 HE0824
 HE0824  HISTORY     - Date     Condition        Report By
 HE0824  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0824
 HE0824                          STATION DESCRIPTION
 HE0824
 HE0824'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0380 ***********************************************************************
 KH0380  DESIGNATION -  COLBY
 KH0380  PID         -  KH0380
 KH0380  STATE/COUNTY-  KS/THOMAS
 KH0380  USGS QUAD   -  COLBY (1967)
 KH0380
 KH0380                         *CURRENT SURVEY CONTROL
 KH0380  ___________________________________________________________________
 KH0380* NAD 83(1986)-  39 23 59.     (N)    101 02 38.     (W)     SCALED    
 KH0380* NAVD 88     -       955.413  (meters)    3134.55   (feet)  ADJUSTED  
 KH0380  ___________________________________________________________________
 KH0380  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 KH0380  DYNAMIC HT  -         954.658 (meters)    3132.07  (feet)  COMP
 KH0380  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 KH0380
 KH0380  VERT ORDER  -  SECOND    CLASS 0
 KH0380
 KH0380.The horizontal coordinates were scaled from a topographic map and have
 KH0380.an estimated accuracy of +/- 6 seconds.
 KH0380
 KH0380.The orthometric height was determined by differential leveling
 KH0380.and adjusted by the National Geodetic Survey in June 1991..
 KH0380
 KH0380.The geoid height was determined by GEOID03.
 KH0380
 KH0380.The dynamic height is computed by dividing the NAVD 88
 KH0380.geopotential number by the normal gravity value computed on the
 KH0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0380.degrees latitude (g = 980.6199 gals.).
 KH0380
 KH0380.The modeled gravity was interpolated from observed gravity values.
 KH0380
 KH0380;                    North         East    Units  Estimated Accuracy
 KH0380;SPC KS N     -   122,790.      137,870.      MT  (+/- 180 meters Scaled)
 KH0380
 KH0380                          SUPERSEDED SURVEY CONTROL
 KH0380
 KH0380  NGVD 29 (??/??/92)  955.045  (m)         3133.34   (f) ADJ UNCH    2 0
 KH0380
 KH0380.Superseded values are not recommended for survey control.
 KH0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0380.See file dsdata.txt to determine how the superseded data were derived.
 KH0380
 KH0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ240631(NAD 83)
 KH0380_MARKER: DB = BENCH MARK DISK
 KH0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0380_SP_SET: CONCRETE BASE
 KH0380_STAMPING: COLBY 1934
 KH0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0380+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 KH0380
 KH0380  HISTORY     - Date     Condition        Report By
 KH0380  HISTORY     - 1934     MONUMENTED       CGS
 KH0380  HISTORY     - 1942     GOOD             NGS
 KH0380  HISTORY     - 20030716 MARK NOT FOUND   USPSQD
 KH0380  HISTORY     - 20050720 GOOD             INDIV
 KH0380
 KH0380                          STATION DESCRIPTION
 KH0380
 KH0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0380'AT COLBY.
 KH0380'ON CONCRETE BASE OF LIONS CLUB MONUMENT LOCATED IN CITY PARK.
 KH0380'DISK IS SET HORIZONTALLY IN SW CORNER OF BASE.
 KH0380
 KH0380                          STATION RECOVERY (1942)
 KH0380
 KH0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0380'RECOVERED IN GOOD CONDITION.
 KH0380
 KH0380                          STATION RECOVERY (2003)
 KH0380
 KH0380'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 KH0380'MARK NOT FOUND.
 KH0380
 KH0380                          STATION RECOVERY (2005)
 KH0380
 KH0380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KDP)
 KH0380'MARK IS LOCATED IN THE SW CORNER OF 3' X 9' CONCRETE BASE IN FIKE PARK
 KH0380'IN COLBY, KS.  LIONS CLUB MONUMNET HAS BEEN REMOVED FROM STRUCTURE.
 KH0380'MARK IS LOCATED 54' NORTH AND 15' WEST OF THE NW CORNER OF THE SENIOR
 KH0380'PROGRESS CENTER BUILDING LOCATED AT 165 FIKE PARK DRIVE.
 KH0380'HANDHELD GPS COORDINATES, N 39 23 58.3  W 101 02 41.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0641 ***********************************************************************
 KH0641  DESIGNATION -  COLBY MUNICIPAL TANK
 KH0641  PID         -  KH0641
 KH0641  STATE/COUNTY-  KS/THOMAS
 KH0641  USGS QUAD   -  COLBY (1967)
 KH0641
 KH0641                         *CURRENT SURVEY CONTROL
 KH0641  ___________________________________________________________________
 KH0641* NAD 83(1997)-  39 23 41.90957(N)    101 03 30.21166(W)     ADJUSTED  
 KH0641* NAVD 88     -                                                        
 KH0641  ___________________________________________________________________
 KH0641  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 KH0641  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 KH0641
 KH0641  HORZ ORDER  -  THIRD
 KH0641
 KH0641.The horizontal coordinates were established by classical geodetic methods
 KH0641.and adjusted by the National Geodetic Survey in October 1998..
 KH0641
 KH0641
 KH0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0641
 KH0641.The geoid height was determined by GEOID03.
 KH0641
 KH0641;                    North         East     Units Scale Factor Converg.
 KH0641;SPC KS N     -   122,303.531   136,602.388   MT  0.99996001   -1 56 06.3
 KH0641;UTM  14      - 4,362,630.077   322,747.924   MT  0.99998685   -1 18 24.2
 KH0641
 KH0641                          SUPERSEDED SURVEY CONTROL
 KH0641
 KH0641  NAD 83(1986)-  39 23 41.91205(N)    101 03 30.21462(W) AD(       ) 4
 KH0641  NAD 27      -  39 23 41.90200(N)    101 03 28.65400(W) AD(       ) 3
 KH0641
 KH0641.Superseded values are not recommended for survey control.
 KH0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0641.See file dsdata.txt to determine how the superseded data were derived.
 KH0641
 KH0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2274862630(NAD 83)
 KH0641_MARKER: 53 = ELEVATED TANK
 KH0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0641+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KH0641
 KH0641  HISTORY     - Date     Condition        Report By
 KH0641  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0641  HISTORY     - 1987     GOOD             NOS
 KH0641  HISTORY     - 20030712 GOOD             USPSQD
 KH0641  HISTORY     - 20030716 MARK NOT FOUND   USPSQD
 KH0641
 KH0641                          STATION DESCRIPTION
 KH0641
 KH0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0641'THE STATION IS A FOUR LEGGED STEEL STRUCTURE PAINTED BLACK
 KH0641'SUPPORTING THE TANK PROPER WHICH IS PAINTED SILVER AND HAS
 KH0641'COLBY PAINTED IN BLACK ON THE NORTH SIDE.  IT HAS A CONICAL
 KH0641'ROOF WITH A BALL AT THE APEX AND HAS AN OVER-ALL HEIGHT OF 100.0
 KH0641'FEET.
 KH0641'
 KH0641'IT IS LOCATED JUST NORTH OF A POWER PLANT NEAR THE WEST EDGE OF
 KH0641'COLBY, 64.0 FEET SOUTH OF THE CENTER OF A GRAVELED STREET
 KH0641'AND 55.0 FEET WEST OF THE CENTER OF A GRAVELED STREET.
 KH0641'
 KH0641'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 KH0641
 KH0641                          STATION RECOVERY (1987)
 KH0641
 KH0641'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KH0641'THE STATION WAS RECOVERED AT THIS DATE.
 KH0641'THE STATION WAS OBSERVED FROM STATIONS CBK A AND CBK B.
 KH0641'
 KH0641'RECOVERED BY P B WALBOLT.
 KH0641
 KH0641                          STATION RECOVERY (2003)
 KH0641
 KH0641'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KH0641'RECOVERED IN GOOD CONDITION.
 KH0641
 KH0641                          STATION RECOVERY (2003)
 KH0641
 KH0641'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 KH0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0623 ***********************************************************************
 KH0623  DESIGNATION -  COLBY NORTH BASE
 KH0623  PID         -  KH0623
 KH0623  STATE/COUNTY-  KS/THOMAS
 KH0623  USGS QUAD   -  CHARDON SE (1981)
 KH0623
 KH0623                         *CURRENT SURVEY CONTROL
 KH0623  ___________________________________________________________________
 KH0623* NAD 83(1997)-  39 33 16.22819(N)    101 03 13.23103(W)     ADJUSTED  
 KH0623* NAVD 88     -       972.     (meters)    3189.     (feet)  SCALED    
 KH0623  ___________________________________________________________________
 KH0623  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 KH0623  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 KH0623
 KH0623  HORZ ORDER  -  SECOND
 KH0623
 KH0623.The horizontal coordinates were established by classical geodetic methods
 KH0623.and adjusted by the National Geodetic Survey in October 1998..
 KH0623
 KH0623.The orthometric height was scaled from a topographic map.
 KH0623
 KH0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0623
 KH0623.The geoid height was determined by GEOID03.
 KH0623
 KH0623;                    North         East     Units Scale Factor Converg.
 KH0623;SPC KS N     -   139,991.204   137,605.607   MT  0.99997087   -1 55 55.6
 KH0623;UTM  14      - 4,380,328.016   323,557.802   MT  0.99998330   -1 18 29.3
 KH0623
 KH0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0623!SPC KS N     -   0.99985129  x   0.99997087  =   0.99982216
 KH0623!UTM  14      -   0.99985129  x   0.99998330  =   0.99983459
 KH0623
 KH0623|---------------------------------------------------------------------|
 KH0623| PID    Reference Object                     Distance      Geod. Az  |
 KH0623|                                                           dddmmss.s |
 KH0623| CP6849 COLBY NORTH BASE RM 1                18.929 METERS 17851     |
 KH0623| KH0288 S 77                                               1821434.1 |
 KH0623| CP6850 COLBY NORTH BASE RM 2                30.327 METERS 27540     |
 KH0623|---------------------------------------------------------------------|
 KH0623
 KH0623                          SUPERSEDED SURVEY CONTROL
 KH0623
 KH0623  NAD 83(1997)-  39 33 16.23014(N)    101 03 13.23371(W) AD(       ) 2
 KH0623  NAD 83(1986)-  39 33 16.23040(N)    101 03 13.23386(W) AD(       ) 2
 KH0623  NAD 27      -  39 33 16.22500(N)    101 03 11.67000(W) AD(       ) 2
 KH0623
 KH0623.Superseded values are not recommended for survey control.
 KH0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0623.See file dsdata.txt to determine how the superseded data were derived.
 KH0623
 KH0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2355880328(NAD 83)
 KH0623_MARKER: DS = TRIANGULATION STATION DISK
 KH0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0623
 KH0623  HISTORY     - Date     Condition        Report By
 KH0623  HISTORY     - 1951     MONUMENTED       CGS
 KH0623  HISTORY     - 1962     GOOD             CGS
 KH0623
 KH0623                          STATION DESCRIPTION
 KH0623
 KH0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0623'THE STATION IS LOCATED ABOUT 11.0 MILES NORTH OF COLBY AND 1.0
 KH0623'MILE SOUTH OF THE THOMAS-RAWLINS COUNTY LINE ALONG THE EAST
 KH0623'RIGHT-OF-WAY OF STATE ROUTE NO. 25.  IT IS ACROSS THE HIGHWAY
 KH0623'NORTHEAST OF A SMALL CHURCH, 98.0 FEET NORTH OF R.E.A. POWERLINE
 KH0623'AND TRANSFORMER POLE NO. 20 58 5A, 50.0 FEET EAST OF THE CENTER
 KH0623'OF STATE ROUTE NO. 25 AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS
 KH0623'2 INCHES AND IS STAMPED COLBY N BASE 1951.
 KH0623'
 KH0623'REFERENCE MARK NO. 1 IS 50.0 FEET EAST OF THE CENTER OF COUNTY
 KH0623'ROUTE NO. 25, 36.0 FEET NORTH OF R.E.A. POWERLINE AND TRANSFORMER
 KH0623'POLE NO. 20 58 5A AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS
 KH0623'7 INCHES AND IS STAMPED COLBY N BASE NO 1 1951.
 KH0623'
 KH0623'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE HIGHWAY AND ABOUT
 KH0623'2.0 FEET ABOVE THE ELEVATION OF THE STATION.  IT IS 105.0 FEET
 KH0623'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CHURCH BUILDING, 52.5
 KH0623'FEET WEST OF THE CENTER OF STATE ROUTE NO. 25, 38.0 FEET SOUTH
 KH0623'OF TELEPHONE POLE NO. 380 AND 1.0 FOOT NORTH OF A FENCE CORNER.
 KH0623'IT PROJECTS 6 INCHES AND IS STAMPED COLBY N BASE NO 2 1951.
 KH0623'
 KH0623'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0623'NO. 2 IS 123.0 FEET.
 KH0623'
 KH0623'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 KH0623'SET IN THE TOP OF A 8 INCH BY 8 INCH SQUARE CONCRETE POST.  IT
 KH0623'IS LOCATED IN THE NORTHEAST CORNER OF A PASTURE, 63.0 FEET WEST
 KH0623'OF THE CENTER OF STATE ROUTE NO. 25, 47.0 FEET NORTH-NORTHWEST OF
 KH0623'TELEPHONE POLE NO. 360 WITH USBM PAINTED ON THE EAST SIDE AND
 KH0623'13.0 FEET SOUTHWEST OF A FENCE CORNER.  IT PROJECTS 3 INCHES
 KH0623'AND IS STAMPED S 77 1934.
 KH0623'
 KH0623'TO REACH THE STATION FROM THE STOP LIGHT ON U.S. HIGHWAY NO. 24
 KH0623'ONE BLOCK SOUTH OF THE POST OFFICE IN COLBY, GO WEST ON U.S.
 KH0623'HIGHWAY NO. 24 FOR 0.5 MILE TO WHERE STATE ROUTE NO. 25 GOES
 KH0623'NORTH.  HERE TURN RIGHT AND GO NORTH ON STATE ROUTE NO. 25 FOR
 KH0623'10.2 MILES TO TELEPHONE POLE NO. 360 WITH THE LETTERS USBM ON
 KH0623'THE EAST SIDE OF THE POLE AND THE AZIMUTH MARK ON THE LEFT IN
 KH0623'THE CORNER OF A PASTURE AS DESCRIBED.  CONTINUE NORTH ON STATE
 KH0623'ROUTE NO. 25 FOR 0.55 MILE TO A SMALL CHURCH ON THE LEFT AND
 KH0623'THE STATION ON THE RIGHT AS DESCRIBED.
 KH0623'
 KH0623'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KH0623
 KH0623                          STATION RECOVERY (1962)
 KH0623
 KH0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 KH0623'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KH0623'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 KH0623'MARK WAS NOT SEARCHED FOR.
 KH0623'
 KH0623'THE 1951 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0642 ***********************************************************************
 KH0642  DESIGNATION -  COLBY RADIO STATION KXXX MAST
 KH0642  PID         -  KH0642
 KH0642  STATE/COUNTY-  KS/THOMAS
 KH0642  USGS QUAD   -  COLBY (1967)
 KH0642
 KH0642                         *CURRENT SURVEY CONTROL
 KH0642  ___________________________________________________________________
 KH0642* NAD 83(1997)-  39 23 32.27587(N)    101 00 07.43071(W)     ADJUSTED  
 KH0642* NAVD 88     -                                                        
 KH0642  ___________________________________________________________________
 KH0642  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 KH0642  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KH0642
 KH0642  HORZ ORDER  -  THIRD
 KH0642
 KH0642.The horizontal coordinates were established by classical geodetic methods
 KH0642.and adjusted by the National Geodetic Survey in October 1998..
 KH0642
 KH0642
 KH0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0642
 KH0642.The geoid height was determined by GEOID03.
 KH0642
 KH0642;                    North         East     Units Scale Factor Converg.
 KH0642;SPC KS N     -   121,844.273   141,441.881   MT  0.99995990   -1 53 58.0
 KH0642;UTM  14      - 4,362,223.923   327,592.243   MT  0.99996599   -1 16 15.2
 KH0642
 KH0642                          SUPERSEDED SURVEY CONTROL
 KH0642
 KH0642  NAD 83(1986)-  39 23 32.27970(N)    101 00 07.43206(W) AD(       ) 4
 KH0642  NAD 27      -  39 23 32.26700(N)    101 00 05.88000(W) AD(       ) 3
 KH0642
 KH0642.Superseded values are not recommended for survey control.
 KH0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0642.See file dsdata.txt to determine how the superseded data were derived.
 KH0642
 KH0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2759262224(NAD 83)
 KH0642_MARKER: 42 = RADIO/TV MAST
 KH0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0642+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 KH0642
 KH0642  HISTORY     - Date     Condition        Report By
 KH0642  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0642  HISTORY     - 1974     GOOD             USAF
 KH0642  HISTORY     - 1987     GOOD             NOS
 KH0642  HISTORY     - 20030716 GOOD             USPSQD
 KH0642  HISTORY     - 20050816 GOOD             USPSQD
 KH0642
 KH0642                          STATION DESCRIPTION
 KH0642
 KH0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0642'THE STATION IS A STEEL STRUCTURE SUPPORTED BY GUY-CABLES AND HAS A
 KH0642'10 FOOT ANTENNA AT THE TOP.  IT IS PAINTED ALTERNATELY RED AND
 KH0642'WHITE AND HAS A RED FLASHING LIGHT AT THE TOP OF THE TOWER PROPER.
 KH0642'IT HAS AN OVERALL HEIGHT OF 310 FEET.
 KH0642'
 KH0642'IT IS LOCATED ABOUT 2.5 MILES EAST OF COLBY JUST NORTH OF U.S.
 KH0642'HIGHWAY 24 IN OPEN PASTURE LAND, 200 FEET WEST-SOUTHWEST OF A
 KH0642'SMALL TRANSMITTER BUILDING.
 KH0642'
 KH0642'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 KH0642'U.S. HIGHWAY 24 AT THE STOP LIGHT IN COLBY, GO EAST ON U.S.
 KH0642'HIGHWAY 24 FOR 2.5 MILES TO A DRIVEWAY LEADING INTO A SMALL
 KH0642'WHITE TRANSMITTER BUILDING, TURN RIGHT AND GO WEST-SOUTHWEST ON
 KH0642'THIS DRIVEWAY FOR ABOUT 300 FEET TO THE TRANSMITTER BUILDING AND
 KH0642'THE STATION AS DESCRIBED.
 KH0642
 KH0642                          STATION RECOVERY (1974)
 KH0642
 KH0642'RECOVERY NOTE BY US AIR FORCE 1974
 KH0642'THE RADIO MAST WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KH0642
 KH0642                          STATION RECOVERY (1987)
 KH0642
 KH0642'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KH0642'THE STATION WAS RECOVERED AT THIS DATE.
 KH0642'THE STATION WAS OBSERVED FROM SEVERAL TEMPORARY SURVEY POINTS
 KH0642'AT THIS TIME.
 KH0642'
 KH0642'RECOVERED BY P B WALBOLT.
 KH0642
 KH0642                          STATION RECOVERY (2003)
 KH0642
 KH0642'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 KH0642'RECOVERED IN GOOD CONDITION.
 KH0642
 KH0642                          STATION RECOVERY (2005)
 KH0642
 KH0642'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KH0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0827 ***********************************************************************
 KH0827  DESIGNATION -  COLBY RESET
 KH0827  PID         -  KH0827
 KH0827  STATE/COUNTY-  KS/THOMAS
 KH0827  USGS QUAD   -  COLBY (1967)
 KH0827
 KH0827                         *CURRENT SURVEY CONTROL
 KH0827  ___________________________________________________________________
 KH0827* NAD 83(1997)-  39 23 04.69952(N)    101 02 12.40197(W)     ADJUSTED  
 KH0827* NAVD 88     -       955.42   (+/-2cm)    3134.6    (feet)  VERTCON   
 KH0827  ___________________________________________________________________
 KH0827  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 KH0827  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 KH0827
 KH0827  HORZ ORDER  -  SECOND
 KH0827  VERT ORDER  -  THIRD ? (See Below)
 KH0827
 KH0827.The horizontal coordinates were established by classical geodetic methods
 KH0827.and adjusted by the National Geodetic Survey in October 1998..
 KH0827
 KH0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0827.The vertical order pertains to the NGVD 29 superseded value.
 KH0827
 KH0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0827
 KH0827.The geoid height was determined by GEOID03.
 KH0827
 KH0827;                    North         East     Units Scale Factor Converg.
 KH0827;SPC KS N     -   121,094.030   138,424.657   MT  0.99995957   -1 55 17.1
 KH0827;UTM  14      - 4,361,440.611   324,583.393   MT  0.99997888   -1 17 33.8
 KH0827
 KH0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0827!SPC KS N     -   0.99985396  x   0.99995957  =   0.99981354
 KH0827!UTM  14      -   0.99985396  x   0.99997888  =   0.99983285
 KH0827
 KH0827|---------------------------------------------------------------------|
 KH0827| PID    Reference Object                     Distance      Geod. Az  |
 KH0827|                                                           dddmmss.s |
 KH0827| CP6848 COLBY RM 2                           33.750 METERS 00910     |
 KH0827| CP6845 COLBY AZ MK                                        0380331.0 |
 KH0827| CP6847 COLBY RM 1                           36.521 METERS 09152     |
 KH0827| CP6846 COLBY AZ MK RESET                                  1351111.7 |
 KH0827| KH0641 COLBY MUNICIPAL TANK                APPROX. 2.2 KM 3013907.8 |
 KH0827| KH0643 COLBY THOMAS CO CTHSE CLOCK TR      APPROX. 1.4 KM 3371320.2 |
 KH0827|---------------------------------------------------------------------|
 KH0827
 KH0827                          SUPERSEDED SURVEY CONTROL
 KH0827
 KH0827  NAD 83(1986)-  39 23 04.70157(N)    101 02 12.40448(W) AD(       ) 2
 KH0827  NAD 27      -  39 23 04.69000(N)    101 02 10.84600(W) AD(       ) 2
 KH0827  NGVD 29 (07/19/86)  955.05   (m)         3133.4    (f) LEVELING    3  
 KH0827
 KH0827.Superseded values are not recommended for survey control.
 KH0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0827.See file dsdata.txt to determine how the superseded data were derived.
 KH0827
 KH0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2458361441(NAD 83)
 KH0827_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KH0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0827
 KH0827  HISTORY     - Date     Condition        Report By
 KH0827  HISTORY     - 1965     MONUMENTED       CGS
 KH0827
 KH0827                          STATION DESCRIPTION
 KH0827
 KH0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KH0827'THE STATION SURFACE MARK AND THE AZIMUTH MARK HAVE BEEN
 KH0827'DESTROYED.  THE UNDERGROUND STATION MARK, REFERENCE MARK
 KH0827'NO. 1, AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND IN
 KH0827'GOOD CONDITION.
 KH0827'
 KH0827'A NEW SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND
 KH0827'MARK AND A NEW AZIMUTH MARK WAS ALSO SET.
 KH0827'
 KH0827'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KH0827'
 KH0827'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF COLBY AND
 KH0827'ON THE SOUTH SIDE OF A RAILROAD TRACK.
 KH0827'
 KH0827'TO REACH THE STATION FROM MAIN STREET AND STOP LIGHT IN COLBY,
 KH0827'GO EAST ON U.S. HIGHWAY 24 FOR 0.5 MILE TO A CROSSSTREET, AND
 KH0827'THE COLBY MOTEL IN THE SOUTHEAST CORNER.  TURN RIGHT AND GO
 KH0827'SOUTH ON A SURFACE ROAD FOR 0.75 MILE SIDE ROAD ON THE RIGHT
 KH0827'JUST AFTER CROSSING THE RAILROAD TRACK AND THE STATION ON
 KH0827'THE RIGHT.
 KH0827'
 KH0827'STATION MARK, A STANDARD DISK STAMPED COLBY 1951 1965, IS
 KH0827'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 KH0827'INCHES.  IT IS 73 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 KH0827'ROAD, 46 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACK, 5.5
 KH0827'FEET NORTHEAST OF A FENCE, AND 1.5 FEET SOUTHEAST OF A METAL
 KH0827'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 KH0827'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND
 KH0827'AND THE DISK IS STAMPED COLBY 1951.
 KH0827'
 KH0827'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COLBY NO 1
 KH0827'1951, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KH0827'4 INCHES.  IT IS 52 FEET EAST OF THE CENTER OF THE SURFACED
 KH0827'ROAD, 38 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK,
 KH0827'AND 7 FEET SOUTHEAST OF A TELEPHONE POLE.
 KH0827'
 KH0827'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COLBY NO 2
 KH0827'1951, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KH0827'PROJECTS 4 INCHES.  IT IS 66 FEET WEST OF THE CENTER OF THE
 KH0827'SURFACED ROAD, 51 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 KH0827'TRACK, AND 2 FEET EAST OF A TELEPHONE POLE.
 KH0827'
 KH0827'AZIMUTH MARK, A STANDARD DISK STAMPED COLBY 1951 RESET 1965,
 KH0827'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KH0827'3 INCHES.  IT IS 97 FEET NORTH OF THE CENTER OF THE INTERSECTION
 KH0827'OF A GRAVELED ROAD AND RAILROAD TRACK, 40.5 FEET NORTHEAST
 KH0827'OF THE NORTHEAST RAIL OF RAILROAD TRACK, 5.5 FEET NORTHWEST
 KH0827'OF A TELEGRAPH POLE, 1.5 FEET SOUTHEAST OF A METAL WITNESS
 KH0827'POST, AND IN LINE WITH THE TELEGRAPH POLES.
 KH0827'
 KH0827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 KH0827'SURFACED ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 KH0827'LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.3 MILE TO A RAILROAD
 KH0827'CROSSING AND THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0639 ***********************************************************************
 KH0639  DESIGNATION -  COLBY SOUTH BASE
 KH0639  PID         -  KH0639
 KH0639  STATE/COUNTY-  KS/THOMAS
 KH0639  USGS QUAD   -  COLBY (1967)
 KH0639
 KH0639                         *CURRENT SURVEY CONTROL
 KH0639  ___________________________________________________________________
 KH0639* NAD 83(1997)-  39 27 33.39415(N)    101 03 15.72836(W)     ADJUSTED  
 KH0639* NAVD 88     -       978.06   (+/-2cm)    3208.9    (feet)  VERTCON   
 KH0639  ___________________________________________________________________
 KH0639  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 KH0639  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 KH0639
 KH0639  HORZ ORDER  -  SECOND
 KH0639  VERT ORDER  -  THIRD ? (See Below)
 KH0639
 KH0639.The horizontal coordinates were established by classical geodetic methods
 KH0639.and adjusted by the National Geodetic Survey in October 1998..
 KH0639
 KH0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0639.The vertical order pertains to the NGVD 29 superseded value.
 KH0639
 KH0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0639
 KH0639.The geoid height was determined by GEOID03.
 KH0639
 KH0639;                    North         East     Units Scale Factor Converg.
 KH0639;SPC KS N     -   129,426.464   137,189.478   MT  0.99996346   -1 55 57.2
 KH0639;UTM  14      - 4,369,759.184   323,256.985   MT  0.99998462   -1 18 21.4
 KH0639
 KH0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0639!SPC KS N     -   0.99985041  x   0.99996346  =   0.99981387
 KH0639!UTM  14      -   0.99985041  x   0.99998462  =   0.99983503
 KH0639
 KH0639:                Primary Azimuth Mark                     Grid Az
 KH0639:SPC KS N     -  COLBY RADIO STATION KXXX MAST            150 42 52.0
 KH0639:UTM  14      -  COLBY RADIO STATION KXXX MAST            150 05 16.2
 KH0639
 KH0639|---------------------------------------------------------------------|
 KH0639| PID    Reference Object                     Distance      Geod. Az  |
 KH0639|                                                           dddmmss.s |
 KH0639| KH0642 COLBY RADIO STATION KXXX MAST       APPROX. 8.7 KM 1484654.8 |
 KH0639| KH0643 COLBY THOMAS CO CTHSE CLOCK TR      APPROX. 7.1 KM 1720206.5 |
 KH0639| KH0382 P 77                                APPROX. 0.5 KM 1773739.3 |
 KH0639| KH0641 COLBY MUNICIPAL TANK                APPROX. 7.1 KM 1824645.4 |
 KH0639| KH0640 COLBY STATE POLICE RADIO MAST       APPROX. 7.7 KM 1924525.5 |
 KH0639| CP6851 COLBY SOUTH BASE RM 1                15.932 METERS 20259     |
 KH0639| KH0650 LEVANT HBS GRAIN CO ELEVATOR        APPROX.14.6 KM 2361729.5 |
 KH0639| CP6852 COLBY SOUTH BASE RM 2                17.020 METERS 33826     |
 KH0639|---------------------------------------------------------------------|
 KH0639
 KH0639                          SUPERSEDED SURVEY CONTROL
 KH0639
 KH0639  NAD 83(1986)-  39 27 33.39611(N)    101 03 15.73097(W) AD(       ) 2
 KH0639  NAD 27      -  39 27 33.38600(N)    101 03 14.17000(W) AD(       ) 2
 KH0639  NGVD 29 (12/08/88)  977.69   (m)         3207.6    (f) LEVELING    3  
 KH0639
 KH0639.Superseded values are not recommended for survey control.
 KH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0639.See file dsdata.txt to determine how the superseded data were derived.
 KH0639
 KH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2325769759(NAD 83)
 KH0639_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KH0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0639+STABILITY: SURFACE MOTION
 KH0639
 KH0639  HISTORY     - Date     Condition        Report By
 KH0639  HISTORY     - 1951     MONUMENTED       CGS
 KH0639  HISTORY     - 1962     GOOD             CGS
 KH0639  HISTORY     - 1987     GOOD             NOS
 KH0639
 KH0639                          STATION DESCRIPTION
 KH0639
 KH0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0639'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF COLBY IN
 KH0639'THE BOTTOM OF THE DITCH ALONG THE RIGHT-OF-WAY OF STATE ROUTE
 KH0639'NO. 25.  IT IS 94.0 FEET SOUTH-SOUTHEAST OF A T FENCE CORNER,
 KH0639'33.0 FEET SOUTHEAST OF A TELEPHONE POLE, 30.0 FEET WEST OF
 KH0639'THE CENTER OF STATE ROUTE NO. 25 AND 20.0 FEET EAST OF A FENCE.
 KH0639'IT IS SET 14 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 KH0639'STAMPED COLBY S BASE 1951.
 KH0639'
 KH0639'REFERENCE MARK NO. 1 IS ABOUT 4.0 FEET ABOVE THE ELEVATION
 KH0639'OF THE STATION, 50.0 FEET WEST OF THE CENTER OF STATE ROUTE
 KH0639'NO. 25, 12.0 FEET NORTH OF THE CENTER OF A WIRE GATE AND
 KH0639'DRIVEWAY INTO A FIELD AND 1.5 FEET EAST OF A FENCE.  IT
 KH0639'PROJECTS 4 INCHES AND IS STAMPED COLBY S BASE NO 1 1951.
 KH0639'
 KH0639'REFERENCE MARK NO. 2 IS ABOUT 4.0 FEET ABOVE THE ELEVATION
 KH0639'OF THE STATION, 50.0 FEET WEST OF THE CENTER OF STATE ROUTE
 KH0639'NO. 25, 40.0 FEET SOUTH OF A T FENCE CORNER, 28.0 FEET NORTH
 KH0639'OF A TELEPHONE POLE AND 1.5 FEET EAST OF A FENCE.  IT IS SET
 KH0639'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED COLBY
 KH0639'S BASE NO 2 1951.
 KH0639'
 KH0639'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 KH0639'MARK NO. 2 IS 100.1 FEET.
 KH0639'
 KH0639'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK
 KH0639'DISK SET IN THE TOP OF AN 8 INCH BY 8 INCH SQUARE CONCRETE
 KH0639'POST.  IT IS LOCATED IN A PASTURE, 115.0 FEET NORTH OF A
 KH0639'T FENCE CORNER, 64.0 FEET NORTH OF A POWERLINE POLE, 55.0
 KH0639'FEET EAST OF THE CENTER OF STATE ROUTE NO. 25, 5.0 FEET EAST
 KH0639'OF A FENCE AND 1.0 FOOT NORTH OF A WITNESS POST.  IT PROJECTS
 KH0639'8 INCHES AND IS STAMPED P 77 1934.
 KH0639'
 KH0639'TO REACH THE STATION FROM THE STOP LIGHT AT THE INTERSECTION
 KH0639'OF MAIN STREET AND U.S. HIGHWAY NO. 24 ONE BLOCK SOUTH OF THE
 KH0639'POST OFFICE IN COLBY, GO WEST ON U.S. HIGHWAY NO. 24 FOR
 KH0639'0.5 MILE TO WHERE STATE ROUTE NO. 25 GOES NORTH.  HERE TURN
 KH0639'RIGHT AND GO NORTH ON STATE ROUTE NO. 25 FOR 3.9 MILES AND
 KH0639'THE AZIMUTH MARK ON THE RIGHT IN PASTURE AS DESCRIBED.  CONTINUE
 KH0639'NORTH ON STATE ROUTE NO. 25 FOR 0.3 MILE TO A WIRE GATE ON
 KH0639'THE LEFT AND THE STATION JUST NORTH OF THIS GATE IN THE
 KH0639'HIGHWAY DITCH AS DESCRIBED.
 KH0639'
 KH0639'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KH0639
 KH0639                          STATION RECOVERY (1962)
 KH0639
 KH0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 KH0639'THE STATION, AZIMUTH MARK, REFERENCE MARK NO. 1 AND REFERENCE
 KH0639'MARK NO. 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KH0639'
 KH0639'THE 1951 DESCRIPTION IS ADEQUATE.
 KH0639
 KH0639                          STATION RECOVERY (1987)
 KH0639
 KH0639'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KH0639'THE STATION WAS RECOVERED AT THIS DATE.
 KH0639'THE STATIONS AZIMUTH MARK WAS POSITIONED AT THIS TIME.
 KH0639'
 KH0639'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 KH0639'
 KH0639'RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0640 ***********************************************************************
 KH0640  DESIGNATION -  COLBY STATE POLICE RADIO MAST
 KH0640  PID         -  KH0640
 KH0640  STATE/COUNTY-  KS/THOMAS
 KH0640  USGS QUAD   -  COLBY (1967)
 KH0640
 KH0640                         *CURRENT SURVEY CONTROL
 KH0640  ___________________________________________________________________
 KH0640* NAD 83(1997)-  39 23 29.39577(N)    101 04 26.92186(W)     ADJUSTED  
 KH0640* NAVD 88     -                                                        
 KH0640  ___________________________________________________________________
 KH0640  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 KH0640  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 KH0640
 KH0640  HORZ ORDER  -  THIRD
 KH0640
 KH0640.The horizontal coordinates were established by classical geodetic methods
 KH0640.and adjusted by the National Geodetic Survey in October 1998..
 KH0640
 KH0640
 KH0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0640
 KH0640.The geoid height was determined by GEOID03.
 KH0640
 KH0640;                    North         East     Units Scale Factor Converg.
 KH0640;SPC KS N     -   121,963.785   135,233.130   MT  0.99995986   -1 56 42.2
 KH0640;UTM  14      - 4,362,275.324   321,382.433   MT  0.99999283   -1 18 59.9
 KH0640
 KH0640                          SUPERSEDED SURVEY CONTROL
 KH0640
 KH0640  NAD 83(1986)-  39 23 29.39818(N)    101 04 26.92541(W) AD(       ) 4
 KH0640  NAD 27      -  39 23 29.38400(N)    101 04 25.36500(W) AD(       ) 3
 KH0640
 KH0640.Superseded values are not recommended for survey control.
 KH0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0640.See file dsdata.txt to determine how the superseded data were derived.
 KH0640
 KH0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2138262275(NAD 83)
 KH0640_MARKER: 42 = RADIO/TV MAST
 KH0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0640+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 KH0640
 KH0640  HISTORY     - Date     Condition        Report By
 KH0640  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0640  HISTORY     - 1974     GOOD             USAF
 KH0640  HISTORY     - 1987     GOOD             NOS
 KH0640  HISTORY     - 20030716 GOOD             USPSQD
 KH0640
 KH0640                          STATION DESCRIPTION
 KH0640
 KH0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0640'THE STATION IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY STEEL
 KH0640'GUY-CABLES AND HAS A 10 FOOT ANTENNA AT THE TOP.  IT IS PAINTED
 KH0640'ALTERNATELY RED AND WHITE AND HAS A RED LIGHT AT THE TOP.  IT HAS
 KH0640'AN OVERALL HEIGHT OF 310 FEET.  IT IS LOCATED ABOUT 0.4 MILE WEST
 KH0640'OF THE WEST EDGE OF COLBY IN PASTURE LAND.
 KH0640'
 KH0640'THE POINT OBSERVED UPON WAS THE RED LIGHT AT THE TOP OF THE TOWER
 KH0640'PROPER.
 KH0640'
 KH0640'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 KH0640'U.S. HIGHWAY 24 AT THE TRAFFIC SIGNALS IN COLBY, GO WEST ON
 KH0640'U.S. HIGHWAY 24 FOR 1.5 MILES TO A T-ROAD LEFT TURN LEFT AND GO
 KH0640'SOUTH ON A GRADED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 KH0640
 KH0640                          STATION RECOVERY (1974)
 KH0640
 KH0640'RECOVERY NOTE BY US AIR FORCE 1974
 KH0640'THE RADIO MAST WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KH0640
 KH0640                          STATION RECOVERY (1987)
 KH0640
 KH0640'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KH0640'THE STATION WAS RECOVERED AT THIS DATE.
 KH0640'THE STATIONS GEODETIC POSITION WAS VERIFIED FROM
 KH0640'STATIONS CBK A, CBK B AND COLBY SOUTH BASE.
 KH0640'
 KH0640'RECOVERED BY P B WALBOLT.
 KH0640
 KH0640                          STATION RECOVERY (2003)
 KH0640
 KH0640'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 KH0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0643 ***********************************************************************
 KH0643  DESIGNATION -  COLBY THOMAS CO CTHSE CLOCK TR
 KH0643  PID         -  KH0643
 KH0643  STATE/COUNTY-  KS/THOMAS
 KH0643  USGS QUAD   -  COLBY (1967)
 KH0643
 KH0643                         *CURRENT SURVEY CONTROL
 KH0643  ___________________________________________________________________
 KH0643* NAD 83(1997)-  39 23 45.91379(N)    101 02 34.70709(W)     ADJUSTED  
 KH0643* NAVD 88     -                                                        
 KH0643  ___________________________________________________________________
 KH0643  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 KH0643  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 KH0643
 KH0643  HORZ ORDER  -  THIRD
 KH0643
 KH0643.The horizontal coordinates were established by classical geodetic methods
 KH0643.and adjusted by the National Geodetic Survey in October 1998..
 KH0643
 KH0643
 KH0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0643
 KH0643.The geoid height was determined by GEOID03.
 KH0643
 KH0643;                    North         East     Units Scale Factor Converg.
 KH0643;SPC KS N     -   122,382.212   137,933.873   MT  0.99996006   -1 55 31.2
 KH0643;UTM  14      - 4,362,723.359   324,078.498   MT  0.99998106   -1 17 49.1
 KH0643
 KH0643                          SUPERSEDED SURVEY CONTROL
 KH0643
 KH0643  NAD 83(1986)-  39 23 45.91559(N)    101 02 34.70929(W) AD(       ) 4
 KH0643  NAD 27      -  39 23 45.90500(N)    101 02 33.15000(W) AD(       ) 3
 KH0643
 KH0643.Superseded values are not recommended for survey control.
 KH0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0643.See file dsdata.txt to determine how the superseded data were derived.
 KH0643
 KH0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2407862723(NAD 83)
 KH0643_MARKER: 55 = TOWER
 KH0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0643+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 KH0643
 KH0643  HISTORY     - Date     Condition        Report By
 KH0643  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0643  HISTORY     - 1987     GOOD             NOS
 KH0643  HISTORY     - 20030716 GOOD             USPSQD
 KH0643  HISTORY     - 20050816 GOOD             USPSQD
 KH0643
 KH0643                          STATION DESCRIPTION
 KH0643
 KH0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0643'THE STATION IS OF BRICK CONSTRUCTION AT THE CENTER AND ON
 KH0643'THE WEST SIDE OF THE THOMAS COUNTY COURTHOUSE.  IT HAS A CLOCK
 KH0643'ON ALL FOUR SIDES OF THE TOWER AND HAS A POINTED ROOF PAINTED
 KH0643'SILVER WITH A FINIAL AT THE APEX.  IT HAS AN OVER-ALL HEIGHT OF
 KH0643'90.0 FEET.
 KH0643'
 KH0643'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF COLBY DIRECTLY
 KH0643'EAST OF WHERE THIRD STREET FORMS A T INTERSECTION WITH COURT
 KH0643'AVENUE.
 KH0643'
 KH0643'THE POINT OBSERVED UPON WAS THE FINIAL AT THE APEX OF THE ROOF.
 KH0643
 KH0643                          STATION RECOVERY (1987)
 KH0643
 KH0643'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KH0643'THE STATION WAS RECOVERED AT THIS DATE.
 KH0643'THE STATION WAS OBSERVED FROM STATIONS CBK A AND CBK B.
 KH0643'
 KH0643'RECOVERED BY P B WALBOLT.
 KH0643
 KH0643                          STATION RECOVERY (2003)
 KH0643
 KH0643'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 KH0643'RECOVERED IN GOOD CONDITION.
 KH0643
 KH0643                          STATION RECOVERY (2005)
 KH0643
 KH0643'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KH0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0275 ***********************************************************************
 KF0275  DESIGNATION -  COLD
 KF0275  PID         -  KF0275
 KF0275  STATE/COUNTY-  KS/GEARY
 KF0275  USGS QUAD   -  SWEDE CREEK (1982)
 KF0275
 KF0275                         *CURRENT SURVEY CONTROL
 KF0275  ___________________________________________________________________
 KF0275* NAD 83(1997)-  39 03 56.94854(N)    096 35 00.38256(W)     ADJUSTED  
 KF0275* NAVD 88     -       432.196  (meters)    1417.96   (feet)  ADJUSTED  
 KF0275  ___________________________________________________________________
 KF0275  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 KF0275  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 KF0275  DYNAMIC HT  -         431.903 (meters)    1417.00  (feet)  COMP
 KF0275  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 KF0275
 KF0275  HORZ ORDER  -  SECOND
 KF0275  VERT ORDER  -  SECOND    CLASS 0
 KF0275
 KF0275.The horizontal coordinates were established by classical geodetic methods
 KF0275.and adjusted by the National Geodetic Survey in October 1998..
 KF0275
 KF0275.The orthometric height was determined by differential leveling
 KF0275.and adjusted by the National Geodetic Survey in June 1991..
 KF0275
 KF0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0275
 KF0275.The geoid height was determined by GEOID03.
 KF0275
 KF0275.The dynamic height is computed by dividing the NAVD 88
 KF0275.geopotential number by the normal gravity value computed on the
 KF0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0275.degrees latitude (g = 980.6199 gals.).
 KF0275
 KF0275.The modeled gravity was interpolated from observed gravity values.
 KF0275
 KF0275;                    North         East     Units Scale Factor Converg.
 KF0275;SPC KS N     -    82,272.679   522,588.108   MT  0.99996203   +0 53 46.6
 KF0275;UTM  14      - 4,326,860.177   709,073.081   MT  1.00013826   +1 31 24.6
 KF0275
 KF0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0275!SPC KS N     -   0.99993689  x   0.99996203  =   0.99989892
 KF0275!UTM  14      -   0.99993689  x   1.00013826  =   1.00007514
 KF0275
 KF0275|---------------------------------------------------------------------|
 KF0275| PID    Reference Object                     Distance      Geod. Az  |
 KF0275|                                                           dddmmss.s |
 KF0275| KF0276 COLD RM 2                            10.802 METERS 09501     |
 KF0275| KF0279 W 342                                              0971333.1 |
 KF0275| KF1059 MANHATTAN MUNICIPAL TANK            APPROX.12.5 KM 3551922.0 |
 KF0275| KF0274 COLD RM 1                            10.005 METERS 35950     |
 KF0275|---------------------------------------------------------------------|
 KF0275
 KF0275                          SUPERSEDED SURVEY CONTROL
 KF0275
 KF0275  NAD 83(1986)-  39 03 56.95421(N)    096 35 00.38004(W) AD(       ) 2
 KF0275  NAD 27      -  39 03 56.96620(N)    096 34 59.36325(W) AD(       ) 2
 KF0275  NGVD 29 (??/??/92)  432.065  (m)         1417.53   (f) ADJ UNCH    2 0
 KF0275
 KF0275.Superseded values are not recommended for survey control.
 KF0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0275.See file dsdata.txt to determine how the superseded data were derived.
 KF0275
 KF0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0907326860(NAD 83)
 KF0275_MARKER: DE = TRAVERSE STATION DISK
 KF0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0275_STAMPING: COLD 1970
 KF0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0275+STABILITY: SURFACE MOTION
 KF0275
 KF0275  HISTORY     - Date     Condition        Report By
 KF0275  HISTORY     - 1970     MONUMENTED       NGS
 KF0275  HISTORY     - 1970     GOOD             NGS
 KF0275
 KF0275                          STATION DESCRIPTION
 KF0275
 KF0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0275'STATION IS LOCATED APPROXIMATELY 13 MILES EAST-NORTHEAST
 KF0275'OF JUNCTION CITY, 8 MILES SOUTH OF MANHATTAN, ON A SMALL
 KF0275'HILL ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70
 KF0275'AND IS IN THE NORTHEAST QUARTER OF SECTION 30, T 11 S, R 8 E.
 KF0275'
 KF0275'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE
 KF0275'HIGHWAY 70 AND STATE HIGHWAY 177, WHICH IS ABOUT 8 MILES
 KF0275'SOUTH-SOUTHEAST OF MANHATTAN, PROCEED WEST ALONG INTERSTATE
 KF0275'70 FOR 1.0 MILE TO B.M. W 342 1970 (AZIMUTH MARK) CONTINUING
 KF0275'WEST FOR 1.3 MILE TO THE STATION ON THE LEFT.
 KF0275'
 KF0275'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED COLD 1970.
 KF0275'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0275'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 KF0275'IT IS 4.2 FEET NORTH OF A METAL WITNESS POST WHICH IS SET
 KF0275'IN AN EAST-WEST FENCE LINE AND 48 FEET SOUTH OF THE EDGE
 KF0275'OF A CUTBANK.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 KF0275'AN IRREGULAR MASS OF CONCRETE WHICH IS 35 INCHES BELOW THE
 KF0275'GROUND SURFACE.
 KF0275'
 KF0275'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COLD NO 1 1970,
 KF0275'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KF0275'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 37.2 FEET
 KF0275'NORTH OF A WITNESS POST AND 15.0 FEET SOUTH OF THE EDGE
 KF0275'OF A CUTBANK.
 KF0275'
 KF0275'REFERENCE MARK 2, A STANDARD DISK STAMPED COLD NO 2 1970,
 KF0275'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KF0275'FLUSH WITH THE GROUND SURFACE.  IT IS 34.9 FEET EAST OF
 KF0275'THE WITNESS POST, 3.2 FEET NORTH OF A BARBED WIRE FENCE
 KF0275'AND 50 FEET SOUTH OF THE EDGE OF A CUTBANK.
 KF0275'
 KF0275'B.M. W 342 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK
 KF0275'STAMPED W 342 1970.  IT IS CEMENTED IN A DRILL HOLE IN A
 KF0275'ROCK OUTCROP FLUSH WITH THE GROUND.  IT IS 65 FEET SOUTH
 KF0275'OF THE EASTBOUND LANE OF INTERSTATE HIGHWAY 70 (CENTERLINE),
 KF0275'43.0 FEET NORTHEAST OF A METAL WITNESS POST, 33.7 FEET NORTH
 KF0275'OF A BARBED WIRE FENCE AND 36.5 FEET NORTH-NORTHEAST OF
 KF0275'A FENCE JUNCTION.
 KF0275'
 KF0275'HEIGHT OF LIGHT ABOVE STATION MARK 4.00 METERS.
 KF0275
 KF0275                          STATION RECOVERY (1970)
 KF0275
 KF0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0275'14.4 MI E FROM JUNCTION CITY.
 KF0275'ABOUT 14.45 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0275'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0275'0.4 MILE WEST OF A HIGHWAY OVERPASS OVER A GRAVELED ROAD, ON
 KF0275'THE TOP OF A 15-FOOT ROCK CUT, 96 FEET SOUTH OF THE CENTER LINE
 KF0275'OF THE SOUTH LANES OF THE HIGHWAY, 4 FEET NORTH OF A FENCE, 4.2
 KF0275'FEET NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 15 FEET
 KF0275'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KF0275'POST WHICH PROJECTS 0.1 FOOT.  SEC 30, T11S, R8E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1369 ***********************************************************************
 HF1369  DESIGNATION -  COLD
 HF1369  PID         -  HF1369
 HF1369  STATE/COUNTY-  KS/SUMNER
 HF1369  USGS QUAD   -  MAYFIELD (1971)
 HF1369
 HF1369                         *CURRENT SURVEY CONTROL
 HF1369  ___________________________________________________________________
 HF1369* NAD 83(1997)-  37 22 11.70943(N)    097 37 15.31218(W)     ADJUSTED  
 HF1369* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 HF1369  ___________________________________________________________________
 HF1369  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 HF1369  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HF1369
 HF1369  HORZ ORDER  -  SECOND
 HF1369
 HF1369.The horizontal coordinates were established by classical geodetic methods
 HF1369.and adjusted by the National Geodetic Survey in October 1998..
 HF1369
 HF1369.The orthometric height was scaled from a topographic map.
 HF1369
 HF1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1369
 HF1369.The geoid height was determined by GEOID03.
 HF1369
 HF1369;                    North         East     Units Scale Factor Converg.
 HF1369;SPC KS S     -   478,417.660   477,865.070   MT  0.99998130   +0 32 24.8
 HF1369;UTM  14      - 4,136,802.074   622,111.256   MT  0.99978368   +0 50 13.7
 HF1369
 HF1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1369!SPC KS S     -   0.99994108  x   0.99998130  =   0.99992238
 HF1369!UTM  14      -   0.99994108  x   0.99978368  =   0.99972478
 HF1369
 HF1369|---------------------------------------------------------------------|
 HF1369| PID    Reference Object                     Distance      Geod. Az  |
 HF1369|                                                           dddmmss.s |
 HF1369| CL4536 COLD RM 1                            14.964 METERS 17543     |
 HF1369| CL4535 COLD AZ MK                                         1780145.2 |
 HF1369| CL4953 COLD RM 2                            16.333 METERS 26753     |
 HF1369| HF1379 CONWAY SPRINGS MUNICIPAL TANK       APPROX. 2.9 KM 3250210.3 |
 HF1369| HF1376 CONWAY SPRINGS SMALL ELEVATOR       APPROX. 2.3 KM 3294549.9 |
 HF1369|---------------------------------------------------------------------|
 HF1369
 HF1369                          SUPERSEDED SURVEY CONTROL
 HF1369
 HF1369  NAD 83(1997)-  37 22 11.71448(N)    097 37 15.31096(W) AD(       ) 2
 HF1369  NAD 83(1986)-  37 22 11.71899(N)    097 37 15.30666(W) AD(       ) 2
 HF1369  NAD 27      -  37 22 11.64982(N)    097 37 14.12268(W) AD(       ) 2
 HF1369
 HF1369.Superseded values are not recommended for survey control.
 HF1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1369.See file dsdata.txt to determine how the superseded data were derived.
 HF1369
 HF1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2211136802(NAD 83)
 HF1369_MARKER: DS = TRIANGULATION STATION DISK
 HF1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1369
 HF1369  HISTORY     - Date     Condition        Report By
 HF1369  HISTORY     - 1962     MONUMENTED       CGS
 HF1369
 HF1369                          STATION DESCRIPTION
 HF1369
 HF1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1369'THE STATION IS ABOUT 2 MILES SOUTHEAST OF CONWAY SPRINGS
 HF1369'AND ON THE EAST RIGHT-OF-WAY OF A GRAVELED ROAD.
 HF1369'
 HF1369'TO REACH THE STATION FROM THE POST OFFICE IN CONWAY SPRINGS,
 HF1369'GO EAST ON SPRING AVENUE FOR 0.1 MILE TO STATE HIGHWAY 49.
 HF1369'TURN RIGHT, SOUTH, ON HIGHWAY 49 FOR 1.2 MILES TO A CROSSROAD.
 HF1369'TURN LEFT, EAST, ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 HF1369'TURN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 0.2 MILE TO THE
 HF1369'STATION ON THE LEFT.
 HF1369'
 HF1369'STATION MARKS ARE STANDARD DISKS STAMPED COLD 1962.  THE
 HF1369'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HF1369'WITH THE SURFACE OF THE GROUND.  IT IS 28 FEET EAST OF THE
 HF1369'CENTER OF THE GRAVELED ROAD, 4 FEET SOUTHWEST OF A METAL
 HF1369'WITNESS POST AND 3 FEET WEST OF A FENCE.  THE UNDERGROUND DISK IS
 HF1369'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 HF1369'OF THE GROUND.
 HF1369'
 HF1369'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COLD NO 1 1962,
 HF1369'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HF1369'IT IS 29 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND
 HF1369'1 FOOT WEST OF THE FENCE.
 HF1369'
 HF1369'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COLD NO 2 1962,
 HF1369'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HF1369'IT IS 125 FEET NORTH OF A TELEPHONE POLE, 26 FEET WEST OF
 HF1369'THE CENTER OF THE GRAVELED ROAD AND 1 FOOT EAST OF A FENCE.
 HF1369'
 HF1369'AZIMUTH MARK, A STANDARD DISK STAMPED COLD 1962, IS SET IN
 HF1369'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 46
 HF1369'FEET SOUTH OF THE CENTER OF A WIRE GATE, 32 FEET EAST OF
 HF1369'THE CENTER OF THE GRAVELED ROAD, 2.5 FEET EAST OF A CORNER
 HF1369'FENCE POST, 1.5 FEET WEST OF A METAL WITNESS POST AND 1 FOOT
 HF1369'SOUTH OF A FENCE.
 HF1369'
 HF1369'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 HF1369'GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HF1369'
 HF1369'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HF1369'
 HF1369'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0274 ***********************************************************************
 KF0274  DESIGNATION -  COLD RM 1
 KF0274  PID         -  KF0274
 KF0274  STATE/COUNTY-  KS/GEARY
 KF0274  USGS QUAD   -  SWEDE CREEK (1982)
 KF0274
 KF0274                         *CURRENT SURVEY CONTROL
 KF0274  ___________________________________________________________________
 KF0274* NAD 83(1986)-  39 03 56.     (N)    096 35 00.     (W)     SCALED    
 KF0274* NAVD 88     -       432.240  (meters)    1418.11   (feet)  ADJUSTED  
 KF0274  ___________________________________________________________________
 KF0274  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 KF0274  DYNAMIC HT  -         431.947 (meters)    1417.15  (feet)  COMP
 KF0274  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 KF0274
 KF0274  VERT ORDER  -  SECOND    CLASS 0
 KF0274
 KF0274.The horizontal coordinates were scaled from a topographic map and have
 KF0274.an estimated accuracy of +/- 6 seconds.
 KF0274
 KF0274.The orthometric height was determined by differential leveling
 KF0274.and adjusted by the National Geodetic Survey in June 1991..
 KF0274
 KF0274.The geoid height was determined by GEOID03.
 KF0274
 KF0274.The dynamic height is computed by dividing the NAVD 88
 KF0274.geopotential number by the normal gravity value computed on the
 KF0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0274.degrees latitude (g = 980.6199 gals.).
 KF0274
 KF0274.The modeled gravity was interpolated from observed gravity values.
 KF0274
 KF0274;                    North         East    Units  Estimated Accuracy
 KF0274;SPC KS N     -    82,240.      522,600.      MT  (+/- 180 meters Scaled)
 KF0274
 KF0274                          SUPERSEDED SURVEY CONTROL
 KF0274
 KF0274  NGVD 29 (??/??/92)  432.109  (m)         1417.68   (f) ADJ UNCH    2 0
 KF0274
 KF0274.Superseded values are not recommended for survey control.
 KF0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0274.See file dsdata.txt to determine how the superseded data were derived.
 KF0274
 KF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ090268(NAD 83)
 KF0274_MARKER: DR = REFERENCE MARK DISK
 KF0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0274_STAMPING: COLD NO 1 1970
 KF0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0274+STABILITY: SURFACE MOTION
 KF0274
 KF0274  HISTORY     - Date     Condition        Report By
 KF0274  HISTORY     - 1970     MONUMENTED       NGS
 KF0274
 KF0274                          STATION DESCRIPTION
 KF0274
 KF0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0274'14.4 MI E FROM JUNCTION CITY.
 KF0274'ABOUT 14.45 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0274'OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY, 0.4 MILE
 KF0274'WEST OF A HIGHWAY OVERPASS OVER A GRAVELED ROAD, ON THE TOP OF A
 KF0274'15-FOOT HIGH SHALEY ROCK CUT, 64 1/2 FEET SOUTH OF THE CENTER LINE
 KF0274'OF THE SOUTH LANES OF THE HIGHWAY, 16 1/2 FEET SOUTH OF THE TOP OF THE
 KF0274'CUT, 32.90 FEET NORTH OF THE STATION MARK, ABOUT LEVEL WITH THE
 KF0274'STATION MARK, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 KF0274'THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.  SEC 30, T11S, R8E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0276 ***********************************************************************
 KF0276  DESIGNATION -  COLD RM 2
 KF0276  PID         -  KF0276
 KF0276  STATE/COUNTY-  KS/GEARY
 KF0276  USGS QUAD   -  SWEDE CREEK (1982)
 KF0276
 KF0276                         *CURRENT SURVEY CONTROL
 KF0276  ___________________________________________________________________
 KF0276* NAD 83(1986)-  39 03 56.     (N)    096 35 00.     (W)     SCALED    
 KF0276* NAVD 88     -       432.092  (meters)    1417.62   (feet)  ADJUSTED  
 KF0276  ___________________________________________________________________
 KF0276  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 KF0276  DYNAMIC HT  -         431.799 (meters)    1416.66  (feet)  COMP
 KF0276  MODELED GRAV-     979,937.2   (mgal)                       NAVD 88
 KF0276
 KF0276  VERT ORDER  -  SECOND    CLASS 0
 KF0276
 KF0276.The horizontal coordinates were scaled from a topographic map and have
 KF0276.an estimated accuracy of +/- 6 seconds.
 KF0276
 KF0276.The orthometric height was determined by differential leveling
 KF0276.and adjusted by the National Geodetic Survey in June 1991..
 KF0276
 KF0276.The geoid height was determined by GEOID03.
 KF0276
 KF0276.The dynamic height is computed by dividing the NAVD 88
 KF0276.geopotential number by the normal gravity value computed on the
 KF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0276.degrees latitude (g = 980.6199 gals.).
 KF0276
 KF0276.The modeled gravity was interpolated from observed gravity values.
 KF0276
 KF0276;                    North         East    Units  Estimated Accuracy
 KF0276;SPC KS N     -    82,240.      522,600.      MT  (+/- 180 meters Scaled)
 KF0276
 KF0276                          SUPERSEDED SURVEY CONTROL
 KF0276
 KF0276  NGVD 29 (??/??/92)  431.961  (m)         1417.19   (f) ADJ UNCH    2 0
 KF0276
 KF0276.Superseded values are not recommended for survey control.
 KF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0276.See file dsdata.txt to determine how the superseded data were derived.
 KF0276
 KF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ090268(NAD 83)
 KF0276_MARKER: DR = REFERENCE MARK DISK
 KF0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0276_STAMPING: COLD RM 2 1970
 KF0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0276+STABILITY: SURFACE MOTION
 KF0276
 KF0276  HISTORY     - Date     Condition        Report By
 KF0276  HISTORY     - 1970     MONUMENTED       NGS
 KF0276
 KF0276                          STATION DESCRIPTION
 KF0276
 KF0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0276'14.4 MI E FROM JUNCTION CITY.
 KF0276'ABOUT 14.45 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0276'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0276'0.4 MILE WEST OF A HIGHWAY OVERPASS OVER A GRAVELED ROAD, ON THE
 KF0276'TOP OF A 15-FOOT HIGH SHALEY ROCK CUT, 95 FEET SOUTH OF THE CENTER
 KF0276'LINE OF THE SOUTH LANES OF THE HIGHWAY, 3.3 FEET NORTH OF A FENCE,
 KF0276'35.40 FEET EAST OF THE STATION MARK, ABOUT 1 FOOT BELOW THE LEVEL
 KF0276'OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 KF0276'PROJECTS 0.1 FOOT.  SEC 30, T11S, R8E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0448 ***********************************************************************
 HG0448  DESIGNATION -  COLDWATER
 HG0448  PID         -  HG0448
 HG0448  STATE/COUNTY-  KS/COMANCHE
 HG0448  USGS QUAD   -  COLDWATER (1979)
 HG0448
 HG0448                         *CURRENT SURVEY CONTROL
 HG0448  ___________________________________________________________________
 HG0448* NAD 83(1986)-  37 16 10.     (N)    099 19 36.     (W)     SCALED    
 HG0448* NAVD 88     -       643.986  (meters)    2112.81   (feet)  ADJUSTED  
 HG0448  ___________________________________________________________________
 HG0448  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 HG0448  DYNAMIC HT  -         643.413 (meters)    2110.93  (feet)  COMP
 HG0448  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 HG0448
 HG0448  VERT ORDER  -  SECOND    CLASS 0
 HG0448
 HG0448.The horizontal coordinates were scaled from a topographic map and have
 HG0448.an estimated accuracy of +/- 6 seconds.
 HG0448
 HG0448.The orthometric height was determined by differential leveling
 HG0448.and adjusted by the National Geodetic Survey in June 1991..
 HG0448
 HG0448.The geoid height was determined by GEOID03.
 HG0448
 HG0448.The dynamic height is computed by dividing the NAVD 88
 HG0448.geopotential number by the normal gravity value computed on the
 HG0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0448.degrees latitude (g = 980.6199 gals.).
 HG0448
 HG0448.The modeled gravity was interpolated from observed gravity values.
 HG0448
 HG0448;                    North         East    Units  Estimated Accuracy
 HG0448;SPC KS S     -   467,230.      326,680.      MT  (+/- 180 meters Scaled)
 HG0448
 HG0448                          SUPERSEDED SURVEY CONTROL
 HG0448
 HG0448  NGVD 29 (??/??/92)  643.704  (m)         2111.89   (f) ADJ UNCH    2 0
 HG0448
 HG0448.Superseded values are not recommended for survey control.
 HG0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0448.See file dsdata.txt to determine how the superseded data were derived.
 HG0448
 HG0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG710248(NAD 83)
 HG0448_MARKER: DB = BENCH MARK DISK
 HG0448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HG0448_SP_SET: BUILDING
 HG0448_STAMPING: COLDWATER 1934
 HG0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0448
 HG0448  HISTORY     - Date     Condition        Report By
 HG0448  HISTORY     - 1934     MONUMENTED       CGS
 HG0448  HISTORY     - 1940     GOOD             NGS
 HG0448
 HG0448                          STATION DESCRIPTION
 HG0448
 HG0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0448'AT COLDWATER.
 HG0448'4 1/2 FEET ABOVE SIDE WALK, SET IN EAST FACE OF BRICK BUILDING
 HG0448'OF POST OFFICE, BELONGING TO FIRST NATIONAL BANK, IN FIRST
 HG0448'PANEL NORTH OF ENTRANCE OF POST OFFICE.
 HG0448
 HG0448                          STATION RECOVERY (1940)
 HG0448
 HG0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 HG0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1043 ***********************************************************************
 HG1043  DESIGNATION -  COLDWATER
 HG1043  PID         -  HG1043
 HG1043  STATE/COUNTY-  KS/COMANCHE
 HG1043  USGS QUAD   -  COLDWATER (1979)
 HG1043
 HG1043                         *CURRENT SURVEY CONTROL
 HG1043  ___________________________________________________________________
 HG1043* NAD 83(1997)-  37 16 12.97291(N)    099 20 09.92751(W)     ADJUSTED  
 HG1043* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 HG1043  ___________________________________________________________________
 HG1043  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HG1043  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 HG1043
 HG1043  HORZ ORDER  -  THIRD
 HG1043
 HG1043.The horizontal coordinates were established by classical geodetic methods
 HG1043.and adjusted by the National Geodetic Survey in October 1998..
 HG1043
 HG1043.The orthometric height was scaled from a topographic map.
 HG1043
 HG1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1043
 HG1043.The geoid height was determined by GEOID03.
 HG1043
 HG1043;                    North         East     Units Scale Factor Converg.
 HG1043;SPC KS S     -   467,323.777   325,843.428   MT  0.99999929   -0 30 49.7
 HG1043;UTM  14      - 4,124,907.938   470,202.076   MT  0.99961094   -0 12 12.7
 HG1043
 HG1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1043!SPC KS S     -   0.99990385  x   0.99999929  =   0.99990314
 HG1043!UTM  14      -   0.99990385  x   0.99961094  =   0.99951482
 HG1043
 HG1043|---------------------------------------------------------------------|
 HG1043| PID    Reference Object                     Distance      Geod. Az  |
 HG1043|                                                           dddmmss.s |
 HG1043| CK8375 COLDWATER RM 1                       21.995 METERS 08809     |
 HG1043| HG0956 COLDWATER PROTECTION COOP ELEV      APPROX. 0.7 KM 1425501.5 |
 HG1043| CK8376 COLDWATER RM 2                       22.051 METERS 19016     |
 HG1043| CK8374 COLDWATER AZ MK                                    2323048.0 |
 HG1043| HG0957 COLDWATER COMMUNITY TV MAST         437.881 METERS 3003725.4 |
 HG1043|---------------------------------------------------------------------|
 HG1043
 HG1043                          SUPERSEDED SURVEY CONTROL
 HG1043
 HG1043  NAD 83(1997)-  37 16 12.97934(N)    099 20 09.92747(W) AD(       ) 3
 HG1043  NAD 83(1986)-  37 16 12.97458(N)    099 20 09.92238(W) AD(       ) 3
 HG1043  NAD 27      -  37 16 12.88778(N)    099 20 08.51027(W) AD(       ) 3
 HG1043
 HG1043.Superseded values are not recommended for survey control.
 HG1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1043.See file dsdata.txt to determine how the superseded data were derived.
 HG1043
 HG1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7020224908(NAD 83)
 HG1043_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HG1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG1043
 HG1043  HISTORY     - Date     Condition        Report By
 HG1043  HISTORY     - 1964     MONUMENTED       CGS
 HG1043
 HG1043                          STATION DESCRIPTION
 HG1043
 HG1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG1043'THE STATION IS LOCATED IN THE WEST EDGE OF COLDWATER, ON THE NORTH
 HG1043'SIDE OF A GRAVELED ROAD, AT THE WEST END OF MAIN STREET, IN SECTION
 HG1043'12, T 32 S, R 19 W, ON PROPERTY OWNED BY THE CITY.
 HG1043'
 HG1043'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 160, 183 AND
 HG1043'MAIN STREET IN COLDWATER, GO WEST ON MAIN STREET FOR 0.3 MILE TO A
 HG1043'CROSSROAD AT THE INTERSECTION OF MAIN STREET AND SOUTH
 HG1043'WASHINGTON STREET.  CONTINUE WEST ON MAIN STREET FOR 0.15 MILE
 HG1043'TO THE STAION ON THE RIGHT AT A POINT WHERE THE ROAD TURNS LEFT.
 HG1043'
 HG1043'THE STATION MARKS ARE STANDARD DISKS STAMPED COLDWATER 1964.  THE
 HG1043'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HG1043'WHICH PROJECTS 3 INCHES.  IT IS 92 FEET NORTHWEST OF THE CENTER OF A
 HG1043'CURVE IN A GRAVELED ROAD, 47 FEET NORTHEAST OF THE CENTER OF THE
 HG1043'GATE TO RANCHO POCO, 15 FEET EAST OF A FENCE CORNER, 5 FEET WEST
 HG1043'OF A METAL WITNESS POST AND 3 FEET SOUTH OF AN EAST-WEST FENCE.
 HG1043'THE UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 44 INCHES BELOW
 HG1043'THE SURFACE OF THE GROUND.
 HG1043'
 HG1043'REFERENCE MARK NO 1, A STANDARD DISK STAMPED COLDWATER NO 1 1964, IS
 HG1043'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 HG1043'INCHES.  IT IS 77 FEET NORTHEAST OF THE CENTER OF THE CURVE IN THE
 HG1043'GRAVELED ROAD, 38 FEET NORTHWEST OF A TELEPHONE POLE AND 2 FEET
 HG1043'SOUTHWEST OF A T-FENCE CORNER.
 HG1043'
 HG1043'REFERENCE MARK NO 2, A STANDARD DISK STAMPED COLDWATER NO 2 1964, IS
 HG1043'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 HG1043'INCHES.  IT IS 70 FEET SOUTHWEST OF THE CENTER OF THE CURVE IN THE
 HG1043'GRAVELED ROAD, 27 FEET SOUTH OF THE CENTER OF THE GATE TO RANCHO
 HG1043'POCO AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 HG1043'
 HG1043'THE AZIMUTH MARK, A STANDARD DISK STAMPED COLDWATER 1964, IS SET IN
 HG1043'THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 HG1043'IT IS 40 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET WEST
 HG1043'OF A METAL WITNESS POST, 2 FEET EAST OF TELEPHONE POLE 4R 22 AND 1
 HG1043'FOOT NORTH OF AN EAST-WEST FENCE.
 HG1043'
 HG1043'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON MAIN STREET
 HG1043'FOR 0.2 MILE TO A CROSSROAD AT THE INTERSECTION OF MAIN STREET AND
 HG1043'NORTH FRISCO STREET.  TURN RIGHT AND GO SOUTH ON FRISCO STREET FOR
 HG1043'0.3 MILE TO WHERE THE ROAD TURNS RIGHT.  TURN RIGHT AND GO WEST ON
 HG1043'A GRAVELED ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT.
 HG1043'
 HG1043'NOTE--5 KG TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0957 ***********************************************************************
 HG0957  DESIGNATION -  COLDWATER COMMUNITY TV MAST
 HG0957  PID         -  HG0957
 HG0957  STATE/COUNTY-  KS/COMANCHE
 HG0957  USGS QUAD   -  COLDWATER (1979)
 HG0957
 HG0957                         *CURRENT SURVEY CONTROL
 HG0957  ___________________________________________________________________
 HG0957* NAD 83(1997)-  37 16 20.20799(N)    099 20 25.22197(W)     ADJUSTED  
 HG0957* NAVD 88     -                                                        
 HG0957  ___________________________________________________________________
 HG0957  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 HG0957  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 HG0957
 HG0957  HORZ ORDER  -  THIRD
 HG0957
 HG0957.The horizontal coordinates were established by classical geodetic methods
 HG0957.and adjusted by the National Geodetic Survey in October 1998..
 HG0957
 HG0957
 HG0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0957
 HG0957.The geoid height was determined by GEOID03.
 HG0957
 HG0957;                    North         East     Units Scale Factor Converg.
 HG0957;SPC KS S     -   467,550.202   325,468.633   MT  0.99999890   -0 30 59.1
 HG0957;UTM  14      - 4,125,132.243   469,826.207   MT  0.99961121   -0 12 22.0
 HG0957
 HG0957                          SUPERSEDED SURVEY CONTROL
 HG0957
 HG0957  NAD 83(1997)-  37 16 20.21441(N)    099 20 25.22190(W) AD(       ) 4
 HG0957  NAD 83(1986)-  37 16 20.20932(N)    099 20 25.21684(W) AD(       ) 4
 HG0957  NAD 27      -  37 16 20.12209(N)    099 20 23.80182(W) AD(       ) 3
 HG0957
 HG0957.Superseded values are not recommended for survey control.
 HG0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0957.See file dsdata.txt to determine how the superseded data were derived.
 HG0957
 HG0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6982625132(NAD 83)
 HG0957_MARKER: 42 = RADIO/TV MAST
 HG0957
 HG0957  HISTORY     - Date     Condition        Report By
 HG0957  HISTORY     - 1964     FIRST OBSERVED   CGS
 HG0957  HISTORY     - 1970     GOOD             NGS
 HG0957
 HG0957                          STATION DESCRIPTION
 HG0957
 HG0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0957'THE STATION IS THE RED LIGHT ATOP OF THE MAST, LOCATED 3/4 MILE WEST
 HG0957'OF COLDWATER, ON THE SOUTH SIDE OF A GRAVEL ROAD, AND OWNED BY MR.
 HG0957'C.  S. EGGERS.
 HG0957'
 HG0957'IT IS A SLENDER RED AND WHITE STEEL STRUCTURE, GUYED, WITH SEVERAL
 HG0957'TELEVISION ANTENNAS AT THE TOP OF THE MAST, AND HAS AN OVERALL
 HG0957'HEIGHT OF 300 FEET.
 HG0957
 HG0957                          STATION RECOVERY (1970)
 HG0957
 HG0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0957'THE STATION WAS RECOVERED AS DESCRIBED BY R.L. SPEER IN 1964 AND THE
 HG0957'DESCRIPTION IS ADEQUATE.  THE NAME OF THIS STATION IN 1961 WAS--
 HG0957'COLDWATER, COMMUNITY TV INC., RELAY MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0955 ***********************************************************************
 HG0955  DESIGNATION -  COLDWATER MUNICIPAL WATER TANK
 HG0955  PID         -  HG0955
 HG0955  STATE/COUNTY-  KS/COMANCHE
 HG0955  USGS QUAD   -  COLDWATER (1979)
 HG0955
 HG0955                         *CURRENT SURVEY CONTROL
 HG0955  ___________________________________________________________________
 HG0955* NAD 83(1997)-  37 16 25.11985(N)    099 19 50.25987(W)     ADJUSTED  
 HG0955* NAVD 88     -                                                        
 HG0955  ___________________________________________________________________
 HG0955  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 HG0955  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 HG0955
 HG0955  HORZ ORDER  -  THIRD
 HG0955
 HG0955.The horizontal coordinates were established by classical geodetic methods
 HG0955.and adjusted by the National Geodetic Survey in October 1998..
 HG0955
 HG0955
 HG0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0955
 HG0955.The geoid height was determined by GEOID03.
 HG0955
 HG0955;                    North         East     Units Scale Factor Converg.
 HG0955;SPC KS S     -   467,693.903   326,331.309   MT  0.99999864   -0 30 37.6
 HG0955;UTM  14      - 4,125,280.556   470,687.757   MT  0.99961058   -0 12 00.9
 HG0955
 HG0955                          SUPERSEDED SURVEY CONTROL
 HG0955
 HG0955  NAD 83(1997)-  37 16 25.12607(N)    099 19 50.26019(W) AD(       ) 4
 HG0955  NAD 83(1986)-  37 16 25.12138(N)    099 19 50.25454(W) AD(       ) 4
 HG0955  NAD 27      -  37 16 25.03361(N)    099 19 48.84337(W) AD(       ) 3
 HG0955
 HG0955.Superseded values are not recommended for survey control.
 HG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0955.See file dsdata.txt to determine how the superseded data were derived.
 HG0955
 HG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7068825281(NAD 83)
 HG0955_MARKER: 51 = TANK
 HG0955
 HG0955  HISTORY     - Date     Condition        Report By
 HG0955  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0955
 HG0955                          STATION DESCRIPTION
 HG0955
 HG0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0955'STEEL WATER TANK, FINIAL, MUNICIPAL WATER SUPPLY, ABOUT 100 FEET
 HG0955'HIGH.  LOCATED AT NORTH EDGE OF TOWN.
 HG0955'
 HG0955'OBSERVED FROM WILCOX, DIRKS AND GREGG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0956 ***********************************************************************
 HG0956  DESIGNATION -  COLDWATER PROTECTION COOP ELEV
 HG0956  PID         -  HG0956
 HG0956  STATE/COUNTY-  KS/COMANCHE
 HG0956  USGS QUAD   -  COLDWATER (1979)
 HG0956
 HG0956                         *CURRENT SURVEY CONTROL
 HG0956  ___________________________________________________________________
 HG0956* NAD 83(1997)-  37 15 54.29844(N)    099 19 52.26776(W)     ADJUSTED  
 HG0956* NAVD 88     -                                                        
 HG0956  ___________________________________________________________________
 HG0956  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HG0956  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 HG0956
 HG0956  HORZ ORDER  -  THIRD
 HG0956
 HG0956.The horizontal coordinates were established by classical geodetic methods
 HG0956.and adjusted by the National Geodetic Survey in October 1998..
 HG0956
 HG0956
 HG0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0956
 HG0956.The geoid height was determined by GEOID03.
 HG0956
 HG0956;                    North         East     Units Scale Factor Converg.
 HG0956;SPC KS S     -   466,744.203   326,273.373   MT  1.00000031   -0 30 38.8
 HG0956;UTM  14      - 4,124,330.926   470,634.985   MT  0.99961062   -0 12 01.9
 HG0956
 HG0956                          SUPERSEDED SURVEY CONTROL
 HG0956
 HG0956  NAD 83(1997)-  37 15 54.30489(N)    099 19 52.26777(W) AD(       ) 4
 HG0956  NAD 83(1986)-  37 15 54.29986(N)    099 19 52.26250(W) AD(       ) 4
 HG0956  NAD 27      -  37 15 54.21162(N)    099 19 50.84991(W) AD(       ) 3
 HG0956
 HG0956.Superseded values are not recommended for survey control.
 HG0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0956.See file dsdata.txt to determine how the superseded data were derived.
 HG0956
 HG0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7063524331(NAD 83)
 HG0956_MARKER: 94 = ROOFTOP VENTILATOR
 HG0956
 HG0956  HISTORY     - Date     Condition        Report By
 HG0956  HISTORY     - 1964     FIRST OBSERVED   CGS
 HG0956
 HG0956                          STATION DESCRIPTION
 HG0956
 HG0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0956'THE STATION IS THE VENTILATOR ATOP A ROUND HEADHOUSE OF THE ELEVATOR,
 HG0956'LOCATED IN THE SOUTHWEST EDGE OF COLDWATER.
 HG0956'
 HG0956'IT IS A LARGE CONCRETE STRUCTURE, PAINTED WHITE, WHICH HAS THE LEGEND
 HG0956'PROTECTION COOP, COLDWATER KS ON THE EAST SIDE OF THE ELEVATOR AND
 HG0956'HAS AN OVERALL HEIGHT OF 140 FEET.  THIS IS THE MOST WESTERN ONE OF
 HG0956'TWO GRAIN ELEVATORS IN COLDWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1472 ***********************************************************************
 JE1472  DESIGNATION -  COLE
 JE1472  PID         -  JE1472
 JE1472  STATE/COUNTY-  KS/COFFEY
 JE1472  USGS QUAD   -  LEBO NW (1983)
 JE1472
 JE1472                         *CURRENT SURVEY CONTROL
 JE1472  ___________________________________________________________________
 JE1472* NAD 83(1997)-  38 25 43.17225(N)    095 53 01.04669(W)     ADJUSTED  
 JE1472* NAVD 88     -       341.504  (meters)    1120.42   (feet)  ADJUSTED  
 JE1472  ___________________________________________________________________
 JE1472  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 JE1472  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JE1472  DYNAMIC HT  -         341.259 (meters)    1119.61  (feet)  COMP
 JE1472  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 JE1472
 JE1472  HORZ ORDER  -  SECOND
 JE1472  VERT ORDER  -  SECOND    CLASS 0
 JE1472
 JE1472.The horizontal coordinates were established by classical geodetic methods
 JE1472.and adjusted by the National Geodetic Survey in October 1998..
 JE1472
 JE1472.The orthometric height was determined by differential leveling
 JE1472.and adjusted by the National Geodetic Survey in June 1991..
 JE1472
 JE1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1472
 JE1472.The geoid height was determined by GEOID03.
 JE1472
 JE1472.The dynamic height is computed by dividing the NAVD 88
 JE1472.geopotential number by the normal gravity value computed on the
 JE1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1472.degrees latitude (g = 980.6199 gals.).
 JE1472
 JE1472.The modeled gravity was interpolated from observed gravity values.
 JE1472
 JE1472;                    North         East     Units Scale Factor Converg.
 JE1472;SPC KS S     -   598,764.302   628,423.098   MT  0.99997562   +1 36 28.2
 JE1472;UTM  15      - 4,257,316.265   248,281.895   MT  1.00038038   -1 47 35.6
 JE1472
 JE1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1472!SPC KS S     -   0.99995129  x   0.99997562  =   0.99992691
 JE1472!UTM  15      -   0.99995129  x   1.00038038  =   1.00033165
 JE1472
 JE1472|---------------------------------------------------------------------|
 JE1472| PID    Reference Object                     Distance      Geod. Az  |
 JE1472|                                                           dddmmss.s |
 JE1472| JE1473 COLE RM 1                             8.773 METERS 05410     |
 JE1472| JE1470 COLE RM 3 AZIMUTH                                  2501239.2 |
 JE1472| JE1471 COLE RM 2                             9.221 METERS 29735     |
 JE1472|---------------------------------------------------------------------|
 JE1472
 JE1472                          SUPERSEDED SURVEY CONTROL
 JE1472
 JE1472  NAD 83(1986)-  38 25 43.17843(N)    095 53 01.04846(W) AD(       ) 2
 JE1472  NAD 27      -  38 25 43.12634(N)    095 53 00.08803(W) AD(       ) 2
 JE1472  NGVD 29 (??/??/92)  341.350  (m)         1119.91   (f) ADJ UNCH    2 0
 JE1472
 JE1472.Superseded values are not recommended for survey control.
 JE1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1472.See file dsdata.txt to determine how the superseded data were derived.
 JE1472
 JE1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC4828257316(NAD 83)
 JE1472_MARKER: DS = TRIANGULATION STATION DISK
 JE1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1472_STAMPING: COLE 1974
 JE1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1472+STABILITY: SURFACE MOTION
 JE1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1472+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 JE1472
 JE1472  HISTORY     - Date     Condition        Report By
 JE1472  HISTORY     - 1974     MONUMENTED       NGS
 JE1472  HISTORY     - 1974     GOOD             NGS
 JE1472  HISTORY     - 20010911 GOOD             KSDT
 JE1472
 JE1472                          STATION DESCRIPTION
 JE1472
 JE1472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1472'THE STATION IS ABOUT 8 MILES NORTH AND 4 MILES EAST OF HARTFORD,
 JE1472'1-1/2 MILES WEST AND 1 MILE NORTH OF LEBO, ON THE NORTH RIGHT-OF-WAY
 JE1472'OF INTERSTATE HIGHWAY 35.  IN SEC. 5, R.14 E.T.18 S.
 JE1472'
 JE1472'TO REACH THE STATION FROM THE POST OFFICE IN LEBO, GO NORTH ON STATE
 JE1472'HIGHWAY 131 FOR 0.75 MILE TO THE JUNCTION WITH INTERSTATE HIGHWAY
 JE1472'35.  TURN LEFT AND GO WEST ON INTERSTATE HIGHWAY 35 FOR 1.4 MILES
 JE1472'TO THE STATION ON THE RIGHT.
 JE1472'
 JE1472'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON INTERSTATE
 JE1472'HIGHWAY 35 FOR 0.65 MILE TO THE MARK ON THE LEFT.
 JE1472'
 JE1472'STATION MARKS ARE STANDARD DISKS, STAMPED COLE 1974.  THE SURFACE
 JE1472'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JE1472'THAT IS FLUSH WITH THE GROUND.  IT IS 122.0 FEET NORTH OF THE
 JE1472'CENTER OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY 35, 30.7 FEET
 JE1472'SOUTHWEST OF A WITNESS POST AND 16.5 FEET SOUTH OF A FENCE.  THE
 JE1472'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES
 JE1472'BELOW THE GROUND SURFACE.
 JE1472'
 JE1472'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLE NO 1 1974, SET IN
 JE1472'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 JE1472'WITH THE GROUND.  IT IS 138.0 FEET NORTH OF THE CENTER OF THE WEST
 JE1472'BOUND LANE OF INTERSTATE HIGHWAY 35, 1.9 FEET SOUTH OF THE FENCE,
 JE1472'1.0 FOOT WEST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS
 JE1472'THE STATION.
 JE1472'
 JE1472'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLE NO 2 1974, SET IN
 JE1472'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 JE1472'WITH THE GROUND.  IT IS 137.0 FEET NORTH OF THE CENTER OF THE WEST
 JE1472'BOUND LANE OF INTERSTATE HIGHWAY 35, 52.0 FEET WEST OF THE WITNESS
 JE1472'POST, 1.0 FOOT SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS
 JE1472'THE STATION.
 JE1472'
 JE1472'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED COLE NO 3 1974, CEMENTED
 JE1472'IN A DRILL HOLE IN THE EAST END OF A CONCRETE BRIDGE RAILING.  IT IS
 JE1472'19.0 FEET NORTH OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE
 JE1472'HIGHWAY 35, 2.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST AND 0.7
 JE1472'FOOT WEST OF THE EAST END OF THE BRIDGE RAILING.  THIS MARK WILL
 JE1472'SERVE AS THE AZIMUTH MARK.
 JE1472'
 JE1472'HEIGHT OF LIGHT ABOVE STATION MARK 3.42 METERS.
 JE1472
 JE1472                          STATION RECOVERY (1974)
 JE1472
 JE1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1472'1.4 MI W FROM LEBO.
 JE1472'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1472'STATE HIGHWAY 131 (EXIT NO 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1472'GO WEST ALONG I-35 FOR 1.4 MILE TO THE MARK SET IN THE TOP OF A
 JE1472'CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS 122.0 FEET NORTH OF
 JE1472'THE CENTERLINE OF THE WEST BOUND LANE OF HIGHWAY, 30.7 FEET SOUTHWEST
 JE1472'OF A METAL WITNESS POST, 16.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 JE1472'FENCE, 28.78 FEET SOUTHWEST OF RM NO 1, 30.25 FEET EAST-SOUTHEAST OF
 JE1472'RM NO 2 AND IS ABOUT LEVEL WITH THE HIGHWAY.
 JE1472
 JE1472                          STATION RECOVERY (2001)
 JE1472
 JE1472'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2001 (LDM)
 JE1472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0579 ***********************************************************************
 JF0579  DESIGNATION -  COLE
 JF0579  PID         -  JF0579
 JF0579  STATE/COUNTY-  KS/SALINE
 JF0579  USGS QUAD   -  NILES (1978)
 JF0579
 JF0579                         *CURRENT SURVEY CONTROL
 JF0579  ___________________________________________________________________
 JF0579* NAD 83(1997)-  38 54 24.00912(N)    097 29 31.58486(W)     ADJUSTED  
 JF0579* NAVD 88     -       399.107  (meters)    1309.40   (feet)  ADJUSTED  
 JF0579  ___________________________________________________________________
 JF0579  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 JF0579  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 JF0579  DYNAMIC HT  -         398.849 (meters)    1308.56  (feet)  COMP
 JF0579  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 JF0579
 JF0579  HORZ ORDER  -  SECOND
 JF0579  VERT ORDER  -  SECOND    CLASS 0
 JF0579
 JF0579.The horizontal coordinates were established by classical geodetic methods
 JF0579.and adjusted by the National Geodetic Survey in October 1998..
 JF0579
 JF0579.The orthometric height was determined by differential leveling
 JF0579.and adjusted by the National Geodetic Survey in June 1991..
 JF0579
 JF0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0579
 JF0579.The geoid height was determined by GEOID03.
 JF0579
 JF0579.The dynamic height is computed by dividing the NAVD 88
 JF0579.geopotential number by the normal gravity value computed on the
 JF0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0579.degrees latitude (g = 980.6199 gals.).
 JF0579
 JF0579.The modeled gravity was interpolated from observed gravity values.
 JF0579
 JF0579;                    North         East     Units Scale Factor Converg.
 JF0579;SPC KS N     -    63,769.892   444,053.352   MT  0.99997477   +0 19 16.9
 JF0579;UTM  14      - 4,307,500.329   630,745.691   MT  0.99981050   +0 56 49.8
 JF0579
 JF0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0579!SPC KS N     -   0.99994175  x   0.99997477  =   0.99991652
 JF0579!UTM  14      -   0.99994175  x   0.99981050  =   0.99975226
 JF0579
 JF0579:                Primary Azimuth Mark                     Grid Az
 JF0579:SPC KS N     -  SOLOMON MUN TANK                         080 08 49.2
 JF0579:UTM  14      -  SOLOMON MUN TANK                         079 31 16.3
 JF0579
 JF0579|---------------------------------------------------------------------|
 JF0579| PID    Reference Object                     Distance      Geod. Az  |
 JF0579|                                                           dddmmss.s |
 JF0579| JF1506 SOLOMON MUN TANK                    APPROX.10.8 KM 0802806.1 |
 JF0579| JF0587 LOOP                                APPROX. 4.0 KM 0884951.4 |
 JF0579| JF0580 COLE RM 1                            13.911 METERS 10254     |
 JF0579| JF0578 COLE RM 2                            12.355 METERS 25313     |
 JF0579| JF1587 NEW CAMBRIA UP RR COMM TWR          APPROX. 2.4 KM 2765001.3 |
 JF0579| JF1589 SALINA SW BELL MICROWAVE            APPROX. 9.4 KM 2901657.5 |
 JF0579|---------------------------------------------------------------------|
 JF0579
 JF0579                          SUPERSEDED SURVEY CONTROL
 JF0579
 JF0579  NAD 83(1986)-  38 54 24.01953(N)    097 29 31.58547(W) AD(       ) 2
 JF0579  NAD 27      -  38 54 24.01634(N)    097 29 30.47713(W) AD(       ) 2
 JF0579  NGVD 29 (??/??/92)  399.019  (m)         1309.11   (f) ADJ UNCH    2 0
 JF0579
 JF0579.Superseded values are not recommended for survey control.
 JF0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0579.See file dsdata.txt to determine how the superseded data were derived.
 JF0579
 JF0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ3074607500(NAD 83)
 JF0579_MARKER: DS = TRIANGULATION STATION DISK
 JF0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0579_STAMPING: COLE 1970
 JF0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0579+STABILITY: SURFACE MOTION
 JF0579
 JF0579  HISTORY     - Date     Condition        Report By
 JF0579  HISTORY     - 1970     MONUMENTED       NGS
 JF0579  HISTORY     - 1970     GOOD             NGS
 JF0579
 JF0579                          STATION DESCRIPTION
 JF0579
 JF0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF0579'THE STATION IS LOCATED 8-1/2 MILES NORTHEAST OF SALINA, 6-1/2
 JF0579'MILES WEST OF SOLOMON, 2-1/2 MILES NORTH-NORTHEAST OF NEW
 JF0579'CAMBRIA, ON THE HIGHEST POINT OF A SMALL KNOLL ON THE SOUTH
 JF0579'RIGHT-OF-WAY OF INTERSTATE 70, IN THE SOUTHWEST QUARTER OF
 JF0579'SECTION 24, T 13 S, R 2 W.
 JF0579'
 JF0579'TO REACH THE STATION FORM THE INTERCHANGE OF INTERSTATE 70 AND
 JF0579'U.S. HIGHWAY 81, IN THE NORTH LIMITS OF SALINA, GO EAST ON
 JF0579'INTERSTATE 70 FOR 7.3 MILES TO THE STATION ON THE RIGHT.
 JF0579'
 JF0579'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED COLE 1970.
 JF0579'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF0579'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 JF0579'70 FEET EAST-NORTHEAST OF THE NORTH END OF A HEDGE ROW AND THE
 JF0579'WEST END OF THE RIGHT-OF-WAY FENCE, 13.5 FEET NORTH OF A METAL
 JF0579'WITNESS POST AND RIGHT-OF-WAY FENCE, AND ABOUT 25 FEET HIGHER
 JF0579'THAN THE HIGHWAY.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 JF0579'MASS OF CONCRETE THAT IS 38 INCHES BELOW THE GROUND SURFACE.
 JF0579'
 JF0579'REFERENCE MARK 1, A STANDARD DISK STAMPED COLE NO 1 1970, SET IN
 JF0579'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JF0579'WITH THE GROUND SURFACE.  IT IS 44.5 FEET EAST OF THE WITNESS
 JF0579'POST, 2.7 FEET NORTH OF THE FENCE AND ABOUT THE SAME ELEVATION
 JF0579'AS THE STATION.
 JF0579'
 JF0579'REFERENCE MARK 2, A STANDARD DISK STAMPED COLE NO 2 1970, SET IN
 JF0579'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 JF0579'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 39.0 FEET WEST OF THE
 JF0579'WITNESS POST AND 2.0 FEET NORTH OF THE FENCE, AND ABOUT THE SAME
 JF0579'ELEVATION AS THE STATION.
 JF0579'
 JF0579'TRAVERSE STATION LOOP MAY SERVE AS AN AZIMUTH MARK.
 JF0579'
 JF0579'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 JF0579'83.32 FEET OR 25.395 METERS.
 JF0579'
 JF0579'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 JF0579
 JF0579                          STATION RECOVERY (1970)
 JF0579
 JF0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0579'7 MI E FROM SALINA.
 JF0579'ABOUT 6.95 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF0579'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, ABOUT 0.5 MILE WEST OF
 JF0579'STATE HIGHWAY 220 OVERPASS OVER I-70, 120 FEET (SLOPE MEASUREMENT)
 JF0579'SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 JF0579'ON TOP OF A 300-FOOT-LONG 20-FOOT-HIGH HIGHWAY CUT, 13 1/2 FEET
 JF0579'NORTH OF THE RIGHT-OF-WAY FENCE, 13.4 FEET NORTH OF A METAL
 JF0579'WITNESS POST, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 JF0579'SET IN TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.  SECTION 24,
 JF0579'T 13 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1473 ***********************************************************************
 JE1473  DESIGNATION -  COLE RM 1
 JE1473  PID         -  JE1473
 JE1473  STATE/COUNTY-  KS/COFFEY
 JE1473  USGS QUAD   -  LEBO NW (1983)
 JE1473
 JE1473                         *CURRENT SURVEY CONTROL
 JE1473  ___________________________________________________________________
 JE1473* NAD 83(1986)-  38 25 43.     (N)    095 53 01.     (W)     SCALED    
 JE1473* NAVD 88     -       341.512  (meters)    1120.44   (feet)  ADJUSTED  
 JE1473  ___________________________________________________________________
 JE1473  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JE1473  DYNAMIC HT  -         341.266 (meters)    1119.64  (feet)  COMP
 JE1473  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 JE1473
 JE1473  VERT ORDER  -  SECOND    CLASS 0
 JE1473
 JE1473.The horizontal coordinates were scaled from a topographic map and have
 JE1473.an estimated accuracy of +/- 6 seconds.
 JE1473
 JE1473.The orthometric height was determined by differential leveling
 JE1473.and adjusted by the National Geodetic Survey in June 1991..
 JE1473
 JE1473.The geoid height was determined by GEOID03.
 JE1473
 JE1473.The dynamic height is computed by dividing the NAVD 88
 JE1473.geopotential number by the normal gravity value computed on the
 JE1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1473.degrees latitude (g = 980.6199 gals.).
 JE1473
 JE1473.The modeled gravity was interpolated from observed gravity values.
 JE1473
 JE1473;                    North         East    Units  Estimated Accuracy
 JE1473;SPC KS S     -   598,760.      628,420.      MT  (+/- 180 meters Scaled)
 JE1473
 JE1473                          SUPERSEDED SURVEY CONTROL
 JE1473
 JE1473  NGVD 29 (??/??/92)  341.357  (m)         1119.94   (f) ADJ UNCH    2 0
 JE1473
 JE1473.Superseded values are not recommended for survey control.
 JE1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1473.See file dsdata.txt to determine how the superseded data were derived.
 JE1473
 JE1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC482573(NAD 83)
 JE1473_MARKER: DR = REFERENCE MARK DISK
 JE1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1473_STAMPING: COLE NO 1 1974
 JE1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1473+STABILITY: SURFACE MOTION
 JE1473
 JE1473  HISTORY     - Date     Condition        Report By
 JE1473  HISTORY     - 1974     MONUMENTED       NGS
 JE1473
 JE1473                          STATION DESCRIPTION
 JE1473
 JE1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1473'1.4 MI W FROM LEBO.
 JE1473'AT THE COLE STATION SITE.  THE MARK IS 28.78 FEET NORTHEAST OF THE
 JE1473'STATION, 138 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF
 JE1473'I-35, 1 FOOT WEST OF A METAL WITNESS SIGN, 1.9 FEET SOUTH OF THE NORTH
 JE1473'RIGHT-OF-WAY FENCE AND IS ABOUT LEVEL WITH THE STATION.  THE MARK IS
 JE1473'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT
 JE1473'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0580 ***********************************************************************
 JF0580  DESIGNATION -  COLE RM 1
 JF0580  PID         -  JF0580
 JF0580  STATE/COUNTY-  KS/SALINE
 JF0580  USGS QUAD   -  NILES (1978)
 JF0580
 JF0580                         *CURRENT SURVEY CONTROL
 JF0580  ___________________________________________________________________
 JF0580* NAD 83(1986)-  38 54 24.     (N)    097 29 31.     (W)     SCALED    
 JF0580* NAVD 88     -       398.863  (meters)    1308.60   (feet)  ADJUSTED  
 JF0580  ___________________________________________________________________
 JF0580  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 JF0580  DYNAMIC HT  -         398.606 (meters)    1307.76  (feet)  COMP
 JF0580  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 JF0580
 JF0580  VERT ORDER  -  SECOND    CLASS 0
 JF0580
 JF0580.The horizontal coordinates were scaled from a topographic map and have
 JF0580.an estimated accuracy of +/- 6 seconds.
 JF0580
 JF0580.The orthometric height was determined by differential leveling
 JF0580.and adjusted by the National Geodetic Survey in June 1991..
 JF0580
 JF0580.The geoid height was determined by GEOID03.
 JF0580
 JF0580.The dynamic height is computed by dividing the NAVD 88
 JF0580.geopotential number by the normal gravity value computed on the
 JF0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0580.degrees latitude (g = 980.6199 gals.).
 JF0580
 JF0580.The modeled gravity was interpolated from observed gravity values.
 JF0580
 JF0580;                    North         East    Units  Estimated Accuracy
 JF0580;SPC KS N     -    63,770.      444,070.      MT  (+/- 180 meters Scaled)
 JF0580
 JF0580                          SUPERSEDED SURVEY CONTROL
 JF0580
 JF0580  NGVD 29 (??/??/92)  398.776  (m)         1308.32   (f) ADJ UNCH    2 0
 JF0580
 JF0580.Superseded values are not recommended for survey control.
 JF0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0580.See file dsdata.txt to determine how the superseded data were derived.
 JF0580
 JF0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ307075(NAD 83)
 JF0580_MARKER: DR = REFERENCE MARK DISK
 JF0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0580_STAMPING: COLE NO 1 1970
 JF0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0580+STABILITY: SURFACE MOTION
 JF0580
 JF0580  HISTORY     - Date     Condition        Report By
 JF0580  HISTORY     - 1970     MONUMENTED       NGS
 JF0580
 JF0580                          STATION DESCRIPTION
 JF0580
 JF0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0580'7 MI E FROM SALINA.
 JF0580'ABOUT 6.95 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF0580'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, ABOUT 0.5 MILE WEST OF
 JF0580'STATE HIGHWAY 220 OVERPASS OVER I-70, 45.7 FEET SOUTHEAST OF THE
 JF0580'STATION MARK, 130 1/2 FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER
 JF0580'LINE OF THE EASTBOUND LANE OF THE HIGHWAY, ON TOP OF A CUT BANK,
 JF0580'2.8 FEET NORTH OF THE RIGHT-OF-WAY FENCE, ABOUT 20 FEET ABOVE
 JF0580'THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST FLUSH
 JF0580'WITH THE GROUND.  SECTION 24, T 13 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1471 ***********************************************************************
 JE1471  DESIGNATION -  COLE RM 2
 JE1471  PID         -  JE1471
 JE1471  STATE/COUNTY-  KS/COFFEY
 JE1471  USGS QUAD   -  LEBO NW (1983)
 JE1471
 JE1471                         *CURRENT SURVEY CONTROL
 JE1471  ___________________________________________________________________
 JE1471* NAD 83(1986)-  38 25 43.     (N)    095 53 01.     (W)     SCALED    
 JE1471* NAVD 88     -       341.681  (meters)    1121.00   (feet)  ADJUSTED  
 JE1471  ___________________________________________________________________
 JE1471  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JE1471  DYNAMIC HT  -         341.435 (meters)    1120.19  (feet)  COMP
 JE1471  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 JE1471
 JE1471  VERT ORDER  -  SECOND    CLASS 0
 JE1471
 JE1471.The horizontal coordinates were scaled from a topographic map and have
 JE1471.an estimated accuracy of +/- 6 seconds.
 JE1471
 JE1471.The orthometric height was determined by differential leveling
 JE1471.and adjusted by the National Geodetic Survey in June 1991..
 JE1471
 JE1471.The geoid height was determined by GEOID03.
 JE1471
 JE1471.The dynamic height is computed by dividing the NAVD 88
 JE1471.geopotential number by the normal gravity value computed on the
 JE1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1471.degrees latitude (g = 980.6199 gals.).
 JE1471
 JE1471.The modeled gravity was interpolated from observed gravity values.
 JE1471
 JE1471;                    North         East    Units  Estimated Accuracy
 JE1471;SPC KS S     -   598,760.      628,420.      MT  (+/- 180 meters Scaled)
 JE1471
 JE1471                          SUPERSEDED SURVEY CONTROL
 JE1471
 JE1471  NGVD 29 (??/??/92)  341.526  (m)         1120.49   (f) ADJ UNCH    2 0
 JE1471
 JE1471.Superseded values are not recommended for survey control.
 JE1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1471.See file dsdata.txt to determine how the superseded data were derived.
 JE1471
 JE1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC482573(NAD 83)
 JE1471_MARKER: DR = REFERENCE MARK DISK
 JE1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1471_STAMPING: COLE NO 2 1974
 JE1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1471+STABILITY: SURFACE MOTION
 JE1471
 JE1471  HISTORY     - Date     Condition        Report By
 JE1471  HISTORY     - 1974     MONUMENTED       NGS
 JE1471
 JE1471                          STATION DESCRIPTION
 JE1471
 JE1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1471'1.4 MI W FROM LEBO.
 JE1471'AT THE COLE STATION SITE.  THE MARK IS 30.25 FEET WEST-NORTHWEST OF
 JE1471'THE STATION, 137 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANE
 JE1471'OF I-35, 52.0 FEET WEST OF A METAL WITNESS SIGN, 1 FOOT SOUTH OF THE
 JE1471'NORTH RIGHT-OF-WAY FENCE AND IS ABOUT LEVEL WITH THE STATION.  THE
 JE1471'MARK IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS
 JE1471'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0578 ***********************************************************************
 JF0578  DESIGNATION -  COLE RM 2
 JF0578  PID         -  JF0578
 JF0578  STATE/COUNTY-  KS/SALINE
 JF0578  USGS QUAD   -  NILES (1978)
 JF0578
 JF0578                         *CURRENT SURVEY CONTROL
 JF0578  ___________________________________________________________________
 JF0578* NAD 83(1986)-  38 54 24.     (N)    097 29 31.     (W)     SCALED    
 JF0578* NAVD 88     -       398.808  (meters)    1308.42   (feet)  ADJUSTED  
 JF0578  ___________________________________________________________________
 JF0578  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 JF0578  DYNAMIC HT  -         398.550 (meters)    1307.58  (feet)  COMP
 JF0578  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 JF0578
 JF0578  VERT ORDER  -  SECOND    CLASS 0
 JF0578
 JF0578.The horizontal coordinates were scaled from a topographic map and have
 JF0578.an estimated accuracy of +/- 6 seconds.
 JF0578
 JF0578.The orthometric height was determined by differential leveling
 JF0578.and adjusted by the National Geodetic Survey in June 1991..
 JF0578
 JF0578.The geoid height was determined by GEOID03.
 JF0578
 JF0578.The dynamic height is computed by dividing the NAVD 88
 JF0578.geopotential number by the normal gravity value computed on the
 JF0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0578.degrees latitude (g = 980.6199 gals.).
 JF0578
 JF0578.The modeled gravity was interpolated from observed gravity values.
 JF0578
 JF0578;                    North         East    Units  Estimated Accuracy
 JF0578;SPC KS N     -    63,770.      444,070.      MT  (+/- 180 meters Scaled)
 JF0578
 JF0578                          SUPERSEDED SURVEY CONTROL
 JF0578
 JF0578  NGVD 29 (??/??/92)  398.721  (m)         1308.14   (f) ADJ UNCH    2 0
 JF0578
 JF0578.Superseded values are not recommended for survey control.
 JF0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0578.See file dsdata.txt to determine how the superseded data were derived.
 JF0578
 JF0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ307075(NAD 83)
 JF0578_MARKER: DR = REFERENCE MARK DISK
 JF0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0578_STAMPING: COLE NO 2 1970
 JF0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0578+STABILITY: SURFACE MOTION
 JF0578
 JF0578  HISTORY     - Date     Condition        Report By
 JF0578  HISTORY     - 1970     MONUMENTED       NGS
 JF0578
 JF0578                          STATION DESCRIPTION
 JF0578
 JF0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0578'7 MI E FROM SALINA.
 JF0578'ABOUT 6.95 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF0578'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, ABOUT 0.5 MILE WEST OF
 JF0578'STATE HIGHWAY 220 OVERPASS OVER I-70, 40.6 FEET SOUTHWEST OF THE
 JF0578'STATION MARK, 131 1/2 FEET (SLOPE MEASUREMENT) SOUTH OF THE
 JF0578'CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, ON TOP OF A
 JF0578'CUT BANK, 30 FEET EAST OF THE CENTER OF THE NORTH END OF A LONG
 JF0578'HEDGEROW, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET
 JF0578'IN TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.  SECTION 24,
 JF0578'T 13 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1470 ***********************************************************************
 JE1470  DESIGNATION -  COLE RM 3 AZIMUTH
 JE1470  PID         -  JE1470
 JE1470  STATE/COUNTY-  KS/COFFEY
 JE1470  USGS QUAD   -  LEBO NW (1983)
 JE1470
 JE1470                         *CURRENT SURVEY CONTROL
 JE1470  ___________________________________________________________________
 JE1470* NAD 83(1986)-  38 25 32.     (N)    095 53 41.     (W)     SCALED    
 JE1470* NAVD 88     -       347.560  (meters)    1140.29   (feet)  ADJUSTED  
 JE1470  ___________________________________________________________________
 JE1470  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JE1470  DYNAMIC HT  -         347.310 (meters)    1139.47  (feet)  COMP
 JE1470  MODELED GRAV-     979,899.8   (mgal)                       NAVD 88
 JE1470
 JE1470  VERT ORDER  -  SECOND    CLASS 0
 JE1470
 JE1470.The horizontal coordinates were scaled from a topographic map and have
 JE1470.an estimated accuracy of +/- 6 seconds.
 JE1470
 JE1470.The orthometric height was determined by differential leveling
 JE1470.and adjusted by the National Geodetic Survey in June 1991..
 JE1470
 JE1470.The geoid height was determined by GEOID03.
 JE1470
 JE1470.The dynamic height is computed by dividing the NAVD 88
 JE1470.geopotential number by the normal gravity value computed on the
 JE1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1470.degrees latitude (g = 980.6199 gals.).
 JE1470
 JE1470.The modeled gravity was interpolated from observed gravity values.
 JE1470
 JE1470;                    North         East    Units  Estimated Accuracy
 JE1470;SPC KS S     -   598,390.      627,460.      MT  (+/- 180 meters Scaled)
 JE1470
 JE1470                          SUPERSEDED SURVEY CONTROL
 JE1470
 JE1470  NGVD 29 (??/??/92)  347.406  (m)         1139.78   (f) ADJ UNCH    2 0
 JE1470
 JE1470.Superseded values are not recommended for survey control.
 JE1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1470.See file dsdata.txt to determine how the superseded data were derived.
 JE1470
 JE1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC473570(NAD 83)
 JE1470_MARKER: DR = REFERENCE MARK DISK
 JE1470_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1470_SP_SET: BRIDGE
 JE1470_STAMPING: COLE NO 3 1974
 JE1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1470
 JE1470  HISTORY     - Date     Condition        Report By
 JE1470  HISTORY     - 1974     MONUMENTED       NGS
 JE1470
 JE1470                          STATION DESCRIPTION
 JE1470
 JE1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1470'2.0 MI W FROM LEBO.
 JE1470'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1470'STATE HIGHWAY 131 (EXIT NO 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1470'GO WEST ALONG I-35 FOR 2.0 MILES TO THE MARK SET IN THE TOP OF THE
 JE1470'NORTH BANISTER OF THE SOUTH ONE OF TWO BRIDGES OVER A COUNTY ROAD. THE
 JE1470'MARK IS 19 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE OF
 JE1470'HIGHWAY, 2.5 FEET SOUTHWEST OF A METAL WITNESS SIGN, 0.5 FOOT WEST OF
 JE1470'THE EAST END OF BANISTER AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE
 JE1470'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1009 ***********************************************************************
 HE1009  DESIGNATION -  COLLEGE
 HE1009  PID         -  HE1009
 HE1009  STATE/COUNTY-  KS/CRAWFORD
 HE1009  USGS QUAD   -  PITTSBURG (1978)
 HE1009
 HE1009                         *CURRENT SURVEY CONTROL
 HE1009  ___________________________________________________________________
 HE1009* NAD 83(1997)-  37 23 21.39431(N)    094 41 40.81821(W)     ADJUSTED  
 HE1009* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 HE1009  ___________________________________________________________________
 HE1009  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HE1009  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HE1009
 HE1009  HORZ ORDER  -  SECOND
 HE1009
 HE1009.The horizontal coordinates were established by classical geodetic methods
 HE1009.and adjusted by the National Geodetic Survey in October 1998..
 HE1009
 HE1009.The orthometric height was scaled from a topographic map.
 HE1009
 HE1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1009
 HE1009.The geoid height was determined by GEOID03.
 HE1009
 HE1009;                    North         East     Units Scale Factor Converg.
 HE1009;SPC KS S     -   487,074.619   736,883.159   MT  0.99997816   +2 20 18.5
 HE1009;SPC MO W     -   135,687.058   832,761.686   MT  0.99994484   -0 07 05.6
 HE1009;UTM  15      - 4,139,404.884   349,981.140   MT  0.99987723   -1 01 45.3
 HE1009
 HE1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1009!SPC KS S     -   0.99996035  x   0.99997816  =   0.99993851
 HE1009!SPC MO W     -   0.99996035  x   0.99994484  =   0.99990520
 HE1009!UTM  15      -   0.99996035  x   0.99987723  =   0.99983759
 HE1009
 HE1009:                Primary Azimuth Mark                     Grid Az
 HE1009:SPC KS S     -  PITTSBURG RADIO KOAM N MAST              059 30 40.4
 HE1009:SPC MO W     -  PITTSBURG RADIO KOAM N MAST              061 58 04.5
 HE1009:UTM  15      -  PITTSBURG RADIO KOAM N MAST              062 52 44.2
 HE1009
 HE1009|---------------------------------------------------------------------|
 HE1009| PID    Reference Object                     Distance      Geod. Az  |
 HE1009|                                                           dddmmss.s |
 HE1009| HE1019 PITTSBURG RADIO KOAM N MAST         APPROX. 5.8 KM 0615058.9 |
 HE1009| HE1024 PITTSBURG POL RAD KAB 206 MAST      APPROX. 1.5 KM 1742532.4 |
 HE1009| CQ5476 COLLEGE RM 1                         21.687 METERS 23719     |
 HE1009| CQ5477 COLLEGE RM 2                         27.725 METERS 31217     |
 HE1009| HE1011 PITTSBURG S MUNICIPAL TANK          APPROX. 1.1 KM 3333151.9 |
 HE1009| HE1020 PITTSBURG KGE RADIO MAST            APPROX. 2.3 KM 3391226.2 |
 HE1009| HE1008 PITTSBURG FREETO CONSTR MAST        APPROX. 4.9 KM 3394236.8 |
 HE1009| HE1026 PITTSBURG N MUNICIPAL TANK          APPROX. 4.2 KM 3543819.6 |
 HE1009| CQ5475 COLLEGE AZ MK                                      3571252.8 |
 HE1009|---------------------------------------------------------------------|
 HE1009
 HE1009                          SUPERSEDED SURVEY CONTROL
 HE1009
 HE1009  NAD 83(1997)-  37 23 21.40089(N)    094 41 40.81889(W) AD(       ) 2
 HE1009  NAD 83(1986)-  37 23 21.40651(N)    094 41 40.81234(W) AD(       ) 2
 HE1009  NAD 27      -  37 23 21.22381(N)    094 41 39.95580(W) AD(       ) 2
 HE1009
 HE1009.Superseded values are not recommended for survey control.
 HE1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1009.See file dsdata.txt to determine how the superseded data were derived.
 HE1009
 HE1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4998139405(NAD 83)
 HE1009_MARKER: DS = TRIANGULATION STATION DISK
 HE1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1009
 HE1009  HISTORY     - Date     Condition        Report By
 HE1009  HISTORY     - 1965     MONUMENTED       CGS
 HE1009
 HE1009                          STATION DESCRIPTION
 HE1009
 HE1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1009'THE STATION IS LOCATED AT THE KANSAS STATE COLLEGE IN PITTSBURG
 HE1009'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF HOMER AVENUE
 HE1009'AND FORD STREET AND ON PROPERTY OWNED BY THE PITTSBURG STATE
 HE1009'COLLEGE.  PERMISSION WAS OBTAINED FROM MR. L.B. CARLYON.
 HE1009'
 HE1009'TO REACH THE STATION FROM INTERSECTION OF 4TH STREET AND
 HE1009'BROADWAY IN PITTSBURG, GO SOUTH ON BROADWAY FOR 1.5 MILES TO
 HE1009'E FORD STREET ON THE LEFT.  TURN LEFT AND GO EAST ON E FORD
 HE1009'STREET FOR 0.55 MILE TO HOMER AVENUE AND THE STATION.
 HE1009'
 HE1009'THE STATION MARK IS A STANDARD DISK, STAMPED COLLEGE 1964, SET
 HE1009'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 HE1009'SURFACE.  IT IS 67 FEET NORTH OF THE CENTERLINE OF E FORD STREET,
 HE1009'42 FEET EAST OF THE CENTERLINE OF HOMER AVENUE AND 12.6 FEET
 HE1009'WEST OF A WHITE BOARD FENCE.
 HE1009'
 HE1009'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COLLEGE NO 1 1964,
 HE1009'CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB IN THE NORTHWEST
 HE1009'ANGLE OF HOMER AVENUE AND E FORD STREET.  IT IS 32 FEET NORTH
 HE1009'OF THE CENTERLINE OF E FORD STREET, 18 FEET WEST OF THE CENTERLINE
 HE1009'OF HOMER AVENUE, 9 FEET EAST-NORTHEAST OF A POWER LINE POLE, 9.5
 HE1009'FEET EAST-SOUTHEAST OF THE CORNER OF A WHITE BOARD FENCE AROUND
 HE1009'ATHLETIC FIELD AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE1009'
 HE1009'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COLLEGE NO 2 1964,
 HE1009'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 HE1009'THE GROUND SURFACE.  IT IS 132 FEET NORTH OF THE CENTERLINE OF
 HE1009'E FORD STREET, 25 FEET WEST OF THE CENTERLINE OF HOMER AVENUE,
 HE1009'1 FOOT EAST OF THE WHITE BOARD FENCE AND ABOUT THE SAME ELEVATION
 HE1009'AS THE STATION.
 HE1009'
 HE1009'AZIMUTH MARK IS A STANDARD DISK, STAMPED COLLEGE 1964, CEMENTED
 HE1009'IN A DRILL HOLE IN SIDEWALK IN THE NORTHWEST ANGLE OF THE
 HE1009'INTERSECTION OF HOMER AVENUE AND TWIN LAKES CT. STREET.  IT IS
 HE1009'68 FEET NORTHWEST OF A POWER LINE POLE, 33 FEET WEST OF THE
 HE1009'CENTERLINE OF HOMER AVENUE, 23 FEET NORTH OF THE CENTERLINE
 HE1009'OF TWIN LAKES CT. STREET AND 1 FOOT SOUTH OF THE NORTH EDGE
 HE1009'OF SIDEWALK.  TO REACH THE MARK FROM THE STATION, GO NORTH ON
 HE1009'HOMER AVENUE FOR 0.3 MILE TO TWIN LAKES CT. STREET AND THE
 HE1009'MARK.
 HE1009'
 HE1009'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0976 ***********************************************************************
 KF0976  DESIGNATION -  COLLEGE HILL
 KF0976  PID         -  KF0976
 KF0976  STATE/COUNTY-  KS/NEMAHA
 KF0976  USGS QUAD   -  DULUTH (1969)
 KF0976
 KF0976                         *CURRENT SURVEY CONTROL
 KF0976  ___________________________________________________________________
 KF0976* NAD 83(1997)-  39 36 35.23067(N)    096 09 23.48926(W)     ADJUSTED  
 KF0976* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 KF0976  ___________________________________________________________________
 KF0976  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 KF0976  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 KF0976
 KF0976  HORZ ORDER  -  SECOND
 KF0976
 KF0976.The horizontal coordinates were established by classical geodetic methods
 KF0976.and adjusted by the National Geodetic Survey in October 1998..
 KF0976
 KF0976.The orthometric height was scaled from a topographic map.
 KF0976
 KF0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0976
 KF0976.The geoid height was determined by GEOID03.
 KF0976
 KF0976;                    North         East     Units Scale Factor Converg.
 KF0976;SPC KS N     -   143,315.161   558,299.194   MT  0.99997645   +1 09 59.0
 KF0976;UTM  14      - 4,388,312.467   744,113.072   MT  1.00033373   +1 48 49.6
 KF0976
 KF0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0976!SPC KS N     -   0.99993896  x   0.99997645  =   0.99991541
 KF0976!UTM  14      -   0.99993896  x   1.00033373  =   1.00027266
 KF0976
 KF0976:                Primary Azimuth Mark                     Grid Az
 KF0976:SPC KS N     -  CENTRALIA MUNICIPAL TANK                 009 07 58.0
 KF0976:UTM  14      -  CENTRALIA MUNICIPAL TANK                 008 29 07.4
 KF0976
 KF0976|---------------------------------------------------------------------|
 KF0976| PID    Reference Object                     Distance      Geod. Az  |
 KF0976|                                                           dddmmss.s |
 KF0976| KF0977 CENTRALIA MUNICIPAL TANK            APPROX.13.4 KM 0101757.0 |
 KF0976| KF0970 CORNING METHODIST CHURCH SPIRE      APPROX.11.9 KM 0630634.7 |
 KF0976| KF0974 NEW EDEN EVAN BROTHERHOOD CH        APPROX.10.8 KM 0985058.4 |
 KF0976| CL6263 COLLEGE HILL RM 1                    34.107 METERS 22241     |
 KF0976| CL6262 COLLEGE HILL AZ MK                                 2691909.3 |
 KF0976| CL6264 COLLEGE HILL RM 2                    31.239 METERS 33012     |
 KF0976|---------------------------------------------------------------------|
 KF0976
 KF0976                          SUPERSEDED SURVEY CONTROL
 KF0976
 KF0976  NAD 83(1997)-  39 36 35.23498(N)    096 09 23.48750(W) AD(       ) 2
 KF0976  NAD 83(1986)-  39 36 35.23713(N)    096 09 23.48586(W) AD(       ) 2
 KF0976  NAD 27      -  39 36 35.25400(N)    096 09 22.48100(W) AD(       ) 2
 KF0976
 KF0976.Superseded values are not recommended for survey control.
 KF0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0976.See file dsdata.txt to determine how the superseded data were derived.
 KF0976
 KF0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ4411388312(NAD 83)
 KF0976_MARKER: DS = TRIANGULATION STATION DISK
 KF0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0976
 KF0976  HISTORY     - Date     Condition        Report By
 KF0976  HISTORY     - 1947     MONUMENTED       CGS
 KF0976  HISTORY     - 1950     GOOD             CGS
 KF0976
 KF0976                          STATION DESCRIPTION
 KF0976
 KF0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0976'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF ONAGA, 7 MILES
 KF0976'SOUTHWEST OF CORNING AND ABOUT 7.5 MILES SOUTH OF CENTRALIA IN
 KF0976'THE BARN YARD OF AN OLD FARM.  IT IS 86 FEET WEST SOUTHWEST OF
 KF0976'THE SOUTHWEST CORNER OF AN OLD HOUSE, 57 FEET NORTH OF THE
 KF0976'CENTER OF AN EAST-WEST GRAVELED ROAD AND 44 FEET WEST-NORTHWEST
 KF0976'OF A FENCE CORNER.  IT IS STAMPED COLLEGE HILL 1947 AND IS
 KF0976'FLUSH WITH THE SURFACE OF THE GROUND.
 KF0976'
 KF0976'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF A CULTIVATED FIELD,
 KF0976'23 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND
 KF0976'1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED COLLEGE
 KF0976'HILL NO 1 1947 AND PROJECTS 6 INCHES.
 KF0976'
 KF0976'REFERENCE MARK NO. 2 IS AT THE NORTHEAST CORNER OF AN OLD BARN
 KF0976'AND IS DUE WEST OF A WINDMILL.  IT IS STAMPED COLLEGE HILL NO
 KF0976'2 1947 AND PROJECTS 6 INCHES.
 KF0976'
 KF0976'THE AZIMUTH MARK IS 0.25 MILE WEST OF A CROSSROAD, 30 FEET NORTH
 KF0976'OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 3.5 FEET EAST OF A
 KF0976'4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 1.5 FEET.
 KF0976'IT IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KF0976'COLLEGE HILL 1947 AND PROJECTS 6 INCHES.
 KF0976'
 KF0976'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN CENTRALIA,
 KF0976'GO SOUTH ON STATE HIGHWAY 9 FOR 4 MILES TO A FORK.  TAKE RIGHT
 KF0976'FORK, LEAVING STATE HIGHWAY 9, AND GO 4 MILES TO A CROSSROAD,
 KF0976'TURN RIGHT, WEST, AND GO 1.5 MILE TO THE TOP OF THE HILL AND
 KF0976'THE STATION ON THE RIGHT AS DESCRIBED.
 KF0976'
 KF0976'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON
 KF0976'GRAVELED ROAD FOR 0.3 MILE TO A CROSSROAD, KEEP STRAIGHT AHEAD
 KF0976'FOR 0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 KF0976'
 KF0976'A 74 FOOT SIGNAL AT WHEATON IS V.G.
 KF0976'
 KF0976'A 74 FOOT SIGNAL AT WYOMING IS V.G.
 KF0976'
 KF0976'A 74 FOOT SIGNAL AT AMERICA CITY IS V.G.
 KF0976'
 KF0976'AN 87 FOOT SIGNAL AT MINNER 1934 IS V.G.
 KF0976'
 KF0976'A 4 FOOT SIGNAL AT WINDY RIDGE IS VISIBLE AT 37 FEET.
 KF0976'
 KF0976'A 74 FOOT SIGNAL AT OIKEL IS VISIBLE AT 37 FEET.
 KF0976'
 KF0976'A 74 FOOT SIGNAL AT HAROLD IS VISIBLE AT 37 FEET.
 KF0976'
 KF0976'A 4 FOOT SIGNAL AT CENTRALIA IS VISIBLE AT 37 FEET.
 KF0976'
 KF0976'A 74 FOOT SIGNAL AT KELLY 1934 IS VISIBLE AT 37 FEET.
 KF0976'
 KF0976'A 74 FOOT SIGNAL AT CORNING 1934 IS VISIBLE AT 37 FEET.
 KF0976'
 KF0976'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KF0976
 KF0976                          STATION RECOVERY (1950)
 KF0976
 KF0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KF0976'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 KF0976'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 KF0976'WAS FOUND NEAR THE SITE OF ITS ORIGINAL POSITION, BUT IT WAS
 KF0976'ON ITS SIDE AS A RESULT OF BEING HIT BY SOME TYPE OF MACHINERY.
 KF0976'THE MARK AND CONCRETE FORM WAS MOVED INTACT ACROSS THE ROAD
 KF0976'NORTH INTO THE BARNYARD WHERE THE STATION MARK IS LOCATED.
 KF0976'FOLLOWING IS A NEW DESCRIPTION.
 KF0976'
 KF0976'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF ONAGA, 7 AND 1/2
 KF0976'MILES SOUTH OF CENTRALIA AND 7 MILES SOUTHWEST OF CORNING IN THE
 KF0976'BARN YARD OF AN OLD FARM WHOSE BUILDINGS ARE NOT OCCUPIED.  IT
 KF0976'IS 86 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 KF0976'54 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST GRAVELED ROAD AND
 KF0976'42 FEET WEST-NORTHWEST OF A FENCE CORNER AND 22 FEET NORTH OF
 KF0976'A WHITE WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF
 KF0976'THE GROUND AND THE DISC IS STAMPED COLLEGE HILL 1947.
 KF0976'
 KF0976'REFERENCE MARK NO. 1 (RESET) IS 32 FEET NORTH OF THE CENTERLINE
 KF0976'OF GRAVEL ROAD, 24 FEET WEST OF GATE LEADING INTO BARN YARD AND
 KF0976'1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISC
 KF0976'IS STAMPED COLLEGE HILL NO 1 1947.  NOTE-- THE ARROW ON THE
 KF0976'MARK DOES NOT POINT TOWARD THE STATION.  IT DOES POINT ABOUT
 KF0976'45 DEGREES TO THE LEFT OF THE STATION SITE.
 KF0976'
 KF0976'REFERENCE MARK NO. 2 IS AT THE NORTHEAST CORNER OF A GRANARY
 KF0976'(THE BARN HAS BEEN TORN DOWN AND REPLACED BY A GRANARY) AND
 KF0976'IS DUE WEST OF A WINDMILL.  IT IS STAMPED COLLEGE HILL NO 2 1947
 KF0976'AND PROJECTS 8 INCHES.
 KF0976'
 KF0976'THE AZIMUTH MARK IS 0.25 MILE WEST OF A CROSSROAD, 30 FEET
 KF0976'NORTH OF THE CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 3.5 FEET
 KF0976'EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST
 KF0976'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED
 KF0976'COLLEGE HILL 1947.
 KF0976'
 KF0976'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN CENTRALIA,
 KF0976'GO SOUTH ON STATE HIGHWAY 9 FOR 4.0 MILES TO WHERE STATE
 KF0976'HIGHWAY 9 TURNS EAST.  CONTINUE SOUTH ON A GRAVEL ROAD FOR 4.0
 KF0976'MILES TO CROSSROADS.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR
 KF0976'1.5 MILES TO TOP OF HILL AND THE STATION ON THE RIGHT AS
 KF0976'DESCRIBED.
 KF0976'
 KF0976'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVEL
 KF0976'ROAD FOR 0.4 MILE TO CROSSROADS.  CONTINUE WEST FOR 0.25 MILE
 KF0976'TO THE AZIMUTH MARK ON THE RIGHT.
 KF0976'
 KF0976'*NOTE-- A CORNFIELD NEAR THE STATION PREVENTED THE USE OF THE
 KF0976'AZIMUTH MARK AS AN INITIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1412 ***********************************************************************
 JF1412  DESIGNATION -  COLLINS
 JF1412  PID         -  JF1412
 JF1412  STATE/COUNTY-  KS/LYON
 JF1412  USGS QUAD   -  PLYMOUTH (1989)
 JF1412
 JF1412                         *CURRENT SURVEY CONTROL
 JF1412  ___________________________________________________________________
 JF1412* NAD 83(1997)-  38 28 27.46749(N)    096 18 42.47511(W)     ADJUSTED  
 JF1412* NAVD 88     -       400.     (meters)    1312.     (feet)  SCALED    
 JF1412  ___________________________________________________________________
 JF1412  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 JF1412  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 JF1412
 JF1412  HORZ ORDER  -  FIRST
 JF1412
 JF1412.The horizontal coordinates were established by classical geodetic methods
 JF1412.and adjusted by the National Geodetic Survey in October 1998..
 JF1412
 JF1412.The orthometric height was scaled from a topographic map.
 JF1412
 JF1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1412
 JF1412.The geoid height was determined by GEOID03.
 JF1412
 JF1412;                    North         East     Units Scale Factor Converg.
 JF1412;SPC KS S     -   602,865.608   590,929.905   MT  0.99998304   +1 20 41.0
 JF1412;SPC KS N     -    17,021.759   547,317.325   MT  1.00004795   +1 04 05.3
 JF1412;UTM  14      - 4,261,865.470   734,508.343   MT  1.00027730   +1 40 23.7
 JF1412
 JF1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1412!SPC KS S     -   0.99994198  x   0.99998304  =   0.99992502
 JF1412!SPC KS N     -   0.99994198  x   1.00004795  =   0.99998992
 JF1412!UTM  14      -   0.99994198  x   1.00027730  =   1.00021926
 JF1412
 JF1412|---------------------------------------------------------------------|
 JF1412| PID    Reference Object                     Distance      Geod. Az  |
 JF1412|                                                           dddmmss.s |
 JF1412| CL4955 COLLINS RM 1                         25.155 METERS 01013     |
 JF1412| CL4954 COLLINS AZ MK                                      2734441.0 |
 JF1412| CL4956 COLLINS RM 2                        119.700 METERS 28326     |
 JF1412|---------------------------------------------------------------------|
 JF1412
 JF1412                          SUPERSEDED SURVEY CONTROL
 JF1412
 JF1412  NAD 83(1986)-  38 28 27.47543(N)    096 18 42.47681(W) AD(       ) 1
 JF1412  NAD 27      -  38 28 27.43187(N)    096 18 41.47864(W) AD(       ) 1
 JF1412
 JF1412.Superseded values are not recommended for survey control.
 JF1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1412.See file dsdata.txt to determine how the superseded data were derived.
 JF1412
 JF1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH3450861865(NAD 83)
 JF1412_MARKER: DS = TRIANGULATION STATION DISK
 JF1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1412
 JF1412  HISTORY     - Date     Condition        Report By
 JF1412  HISTORY     - 1956     MONUMENTED       CGS
 JF1412  HISTORY     - 1968     GOOD             CGS
 JF1412
 JF1412                          STATION DESCRIPTION
 JF1412
 JF1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1412'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF AMERICUS,
 JF1412'8 MILES NORTHWEST OF THE CENTER OF EMPORIA IN A HIGH LEVEL
 JF1412'PASTURE OWNED BY MR. A.J. COLLINS WHO LIVES ABOUT 1.0 MILE
 JF1412'SOUTHEAST OF THE STATION.  IT IS 393 FEET EAST OF A PROPERTY
 JF1412'LINE FENCE CORNER AND A WHITE WITNESS POST AND 28 FEET NORTH
 JF1412'OF THE CENTERLINE OF A FIELD ROAD.  THE MARK IS FLUSH AND
 JF1412'THE DISK IS STAMPED COLLINS 1956.
 JF1412'
 JF1412'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S
 JF1412'AND STATE HIGHWAY 99 (6TH AVENUE AND COMMERCIAL STREET)
 JF1412'IN EMPORIA, GO WEST ON HIGHWAY 50S FOR 6.5 MILES TO A CROSSROAD
 JF1412'JUST BEFORE REACHING THE BRIDGE OVER LINCK CREEK.  TURN
 JF1412'RIGHT AND GO NORTH ON GRAVEL ROAD FOR 2.75 MILES TO A CROSSROAD.
 JF1412'TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 1.0 MILE TO A SIDE
 JF1412'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON GRAVEL ROAD FOR 1.7
 JF1412'MILES TO A WIRE GATE ON THE RIGHT ABOUT 175 FEET SOUTHWEST
 JF1412'OF A FARM HOUSE.  THE AZIMUTH MARK IS AT THE WIRE GATE.  TURN
 JF1412'RIGHT THROUGH GATE AND GO EAST ON FIELD ROAD FOR 0.25 MILE
 JF1412'TO R.M. 2 ON THE LEFT BY FENCE CORNER.  CONTINUE EAST ON
 JF1412'FIELD ROAD FOR 393 FEET TO THE STATION.
 JF1412'
 JF1412'REFERENCE MARK 1 IS 398 FEET EAST OF THE WHITE WITNESS POST AND
 JF1412'FENCE CORNER, 112 FEET NORTH OF THE CENTERLINE OF THE FIELD
 JF1412'ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED COLLINS
 JF1412'NO 1 1956.
 JF1412'
 JF1412'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE FENCE CORNER, 3 FEET
 JF1412'NORTHEAST OF THE WHITE WITNESS POST AND 46 FEET NORTH OF THE
 JF1412'CENTERLINE OF THE FIELD ROAD.  THE MARK PROJECTS 2 INCHES
 JF1412'AND THE DISK IS STAMPED COLLINS NO 2 1956.
 JF1412'
 JF1412'THE AZIMUTH MARK IS 20 FEET EAST OF THE CENTERLINE OF THE
 JF1412'GRAVEL ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND FENCE
 JF1412'CORNER, 1 FOOT SOUTH OF A FENCE AND 9 FEET NORTH OF THE
 JF1412'CENTERLINE OF THE FIELD ROAD LEADING TO THE STATION.
 JF1412'
 JF1412'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JF1412
 JF1412                          STATION RECOVERY (1968)
 JF1412
 JF1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1412'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1412'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JF1412'AND FOUND IN GOOD CONDITION.  THE TO REACH IS ADEQUATE EXCEPT
 JF1412'YOU GO 6.85 MILES WEST AND 2.9 MILES NORTH.
 JF1412'
 JF1412'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JF1412'
 JF1412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 JF1412'MILES SOUTHWEST OF AMERICUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0752 ***********************************************************************
 KH0752  DESIGNATION -  COLLYER MUNICIPAL TANK
 KH0752  PID         -  KH0752
 KH0752  STATE/COUNTY-  KS/TREGO
 KH0752  USGS QUAD   -  COLLYER (1979)
 KH0752
 KH0752                         *CURRENT SURVEY CONTROL
 KH0752  ___________________________________________________________________
 KH0752* NAD 83(1997)-  39 02 22.07489(N)    100 07 02.67503(W)     ADJUSTED  
 KH0752* NAVD 88     -                                                        
 KH0752  ___________________________________________________________________
 KH0752  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 KH0752  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 KH0752
 KH0752  HORZ ORDER  -  THIRD
 KH0752
 KH0752.The horizontal coordinates were established by classical geodetic methods
 KH0752.and adjusted by the National Geodetic Survey in October 1998..
 KH0752
 KH0752
 KH0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0752
 KH0752.The geoid height was determined by GEOID03.
 KH0752
 KH0752;                    North         East     Units Scale Factor Converg.
 KH0752;SPC KS N     -    80,531.320   216,701.723   MT  0.99996361   -1 20 23.0
 KH0752;UTM  14      - 4,321,750.096   403,294.025   MT  0.99971515   -0 42 13.9
 KH0752
 KH0752                          SUPERSEDED SURVEY CONTROL
 KH0752
 KH0752  NAD 83(1986)-  39 02 22.07992(N)    100 07 02.67585(W) AD(       ) 4
 KH0752  NAD 27      -  39 02 22.05300(N)    100 07 01.21000(W) AD(       ) 3
 KH0752
 KH0752.Superseded values are not recommended for survey control.
 KH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0752.See file dsdata.txt to determine how the superseded data were derived.
 KH0752
 KH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ0329421750(NAD 83)
 KH0752_MARKER: 53 = ELEVATED TANK
 KH0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0752+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KH0752
 KH0752  HISTORY     - Date     Condition        Report By
 KH0752  HISTORY     - 1934     FIRST OBSERVED   CGS
 KH0752  HISTORY     - 20030712 GOOD             USPSQD
 KH0752
 KH0752                          STATION DESCRIPTION
 KH0752
 KH0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0752'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK, IN
 KH0752'THE NORTHERN PART OF TOWN OF COLLYER, 75 FEET EAST OF CENTERLINE
 KH0752'OF NORTH-SOUTH MAIN STREET.  APPROXIMATELY 125 FEET HIGH.
 KH0752'
 KH0752'OBJECT WAS OBSERVED FROM BAKER, CASTEN, BARGER, TED, AND
 KH0752'BIG CREEK - 1893.
 KH0752
 KH0752                          STATION RECOVERY (2003)
 KH0752
 KH0752'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KH0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1711 ***********************************************************************
 JE1711  DESIGNATION -  COLONY
 JE1711  PID         -  JE1711
 JE1711  STATE/COUNTY-  KS/ANDERSON
 JE1711  USGS QUAD   -  COLONY (1966)
 JE1711
 JE1711                         *CURRENT SURVEY CONTROL
 JE1711  ___________________________________________________________________
 JE1711* NAD 83(1997)-  38 04 00.21156(N)    095 22 10.32964(W)     ADJUSTED  
 JE1711* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 JE1711  ___________________________________________________________________
 JE1711  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 JE1711  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JE1711
 JE1711  HORZ ORDER  -  SECOND
 JE1711
 JE1711.The horizontal coordinates were established by classical geodetic methods
 JE1711.and adjusted by the National Geodetic Survey in October 1998..
 JE1711
 JE1711.The orthometric height was scaled from a topographic map.
 JE1711
 JE1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1711
 JE1711.The geoid height was determined by GEOID03.
 JE1711
 JE1711;                    North         East     Units Scale Factor Converg.
 JE1711;SPC KS S     -   559,996.937   674,638.752   MT  0.99993929   +1 55 25.5
 JE1711;UTM  15      - 4,215,869.448   292,135.368   MT  1.00013218   -1 27 41.5
 JE1711
 JE1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1711!SPC KS S     -   0.99995107  x   0.99993929  =   0.99989036
 JE1711!UTM  15      -   0.99995107  x   1.00013218  =   1.00008324
 JE1711
 JE1711:                Primary Azimuth Mark                     Grid Az
 JE1711:SPC KS S     -  COLONY AZ MK                             008 12 47.9
 JE1711:UTM  15      -  COLONY AZ MK                             011 35 54.9
 JE1711
 JE1711|---------------------------------------------------------------------|
 JE1711| PID    Reference Object                     Distance      Geod. Az  |
 JE1711|                                                           dddmmss.s |
 JE1711| CL4957 COLONY AZ MK                                       0100813.4 |
 JE1711| CL4958 COLONY RM 1                          22.177 METERS 01356     |
 JE1711| JE1710 COLONY MUNICIPAL TANK               APPROX. 0.7 KM 0861940.5 |
 JE1711| HE0708 IOLA LEHIGH CEMENT CO STACK         APPROX.17.7 KM 1890232.1 |
 JE1711| HE0709 IOLA ALLEN CO CTHSE CLOCKTOWER      APPROX.16.3 KM 1905009.9 |
 JE1711| HE0706 HUMBOLDT MUNICIPAL TANK             APPROX.29.0 KM 1913606.7 |
 JE1711| HE0711 IOLA PET MILK CO STACK              APPROX.15.7 KM 1931108.2 |
 JE1711| CL4959 COLONY RM 2                          31.952 METERS 19322     |
 JE1711| HE0854 PIQUA ST MARTINS CHURCH SPIRE       APPROX.22.2 KM 2215147.6 |
 JE1711|---------------------------------------------------------------------|
 JE1711
 JE1711                          SUPERSEDED SURVEY CONTROL
 JE1711
 JE1711  NAD 83(1997)-  38 04 00.21701(N)    095 22 10.32929(W) AD(       ) 2
 JE1711  NAD 83(1986)-  38 04 00.21538(N)    095 22 10.32456(W) AD(       ) 2
 JE1711  NAD 27      -  38 04 00.10200(N)    095 22 09.37600(W) AD(       ) 2
 JE1711
 JE1711.Superseded values are not recommended for survey control.
 JE1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1711.See file dsdata.txt to determine how the superseded data were derived.
 JE1711
 JE1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC9213515869(NAD 83)
 JE1711_MARKER: DS = TRIANGULATION STATION DISK
 JE1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1711+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 JE1711
 JE1711  HISTORY     - Date     Condition        Report By
 JE1711  HISTORY     - 1948     MONUMENTED       CGS
 JE1711  HISTORY     - 1970     GOOD             NGS
 JE1711  HISTORY     - 20060920 GOOD             GEOCAC
 JE1711
 JE1711                          STATION DESCRIPTION
 JE1711
 JE1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1711'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE TOWN OF
 JE1711'COLONY, 0.2 MILE SOUTH OF THE RAILROAD DEPOT, 47 FEET EAST
 JE1711'OF THE EAST RAIL OF THE MAIN LINE OF THE SANTA FE RAILROAD,
 JE1711'47 FEET NORTHWEST OF THE CENTER OF A CURVE OF A GRAVELED ROAD,
 JE1711'24 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 15 FEET SOUTH OF
 JE1711'A FENCE CORNER, AND 11 FEET SOUTH OF A WITNESS POST.  IT
 JE1711'PROJECTS 3 INCHES AND IS STAMPED COLONY 1948.
 JE1711'
 JE1711'REFERENCE MARK NO. 1 IS 47.5 FEET EAST OF THE EAST RAIL OF
 JE1711'THE MAIN LINE OF THE RAILROAD AND 1.0 FOOT WEST OF A FENCE LINE.
 JE1711'IT PROJECTS 4 INCHES AND IS STAMPED COLONY NO 1 1948.
 JE1711'
 JE1711'REFERENCE MARK NO. 2 IS 48 FEET EAST OF THE EAST RAIL OF THE
 JE1711'MAIN LINE OF THE RAILROAD AND 26 FEET WEST OF THE CENTER
 JE1711'OF A GRAVELED ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED
 JE1711'COLONY NO 2 1948.
 JE1711'
 JE1711'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION, 300 FEET
 JE1711'NORTH-NORTHWEST OF THE SANTA FE RAILROAD DEPOT, 89 FEET WEST OF
 JE1711'THE WEST RAIL OF THE RAILROAD, 52 FEET NORTH OF THE CENTER
 JE1711'OF A GRAVELED STREET, 41 FEET SOUTH OF THE SOUTH SIDE OF
 JE1711'STANDARD OIL CO. BUILDING, AND 5 FEET NORTH OF THE NORTH EDGE OF
 JE1711'A CONCRETE SIDEWALK.  IT PROJECTS 2 INCHES AND IS STAMPED COLONY
 JE1711'1948.
 JE1711'
 JE1711'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 JE1711'NO. 59 AND THE MAIN STREET IN COLONY, GO SOUTH ON U.S. HIGHWAY
 JE1711'59 FOR 0.2 MILE, KEEP STRAIGHT AHEAD SOUTH ON GRAVELED ROAD FOR
 JE1711'0.1 MILE, TURN RIGHT AND GO WEST FOR 0.1 MILE OT A POINT WHERE
 JE1711'THE ROAD CURVES TO THE SOUTH AND THE STATION ON THE RIGHT
 JE1711'AS DESCRIBED.
 JE1711'
 JE1711'A 74 FOOT SIGNAL AT LONE ELM IS VISIBLE AT 77 FEET.
 JE1711'
 JE1711'AN 87 FOOT SIGNAL AT IONA 1934 IS VISIBLE AT 37 FEET.
 JE1711'
 JE1711'A 74 FOOT SIGNAL AT BARNHART 1934 IS VISIBLE AT 50 FEET.
 JE1711'
 JE1711'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1711
 JE1711                          STATION RECOVERY (1970)
 JE1711
 JE1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1711'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JE1711'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 JE1711'AZIMUTH MARK WAS FOUND WITH THE DISK GONE AND A NEW DISK WAS SET IN
 JE1711'THE OLD STEM HOLE.  THE DISK WAS STAMPED COLONY 1948 1970.
 JE1711'
 JE1711'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 JE1711'
 JE1711'TO REACH THE STATION FROM THE CAUTION LIGHT IN COLONY, GO SOUTH ON
 JE1711'OLD HIGHWAY FOR 0.25 MILE TO A ROAD FORK.  KEEP STRAIGHT AHEAD AND
 JE1711'GO SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO A T-INTERSECTION.
 JE1711'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO WHERE THE
 JE1711'ROAD CURVES SOUTH AND THE STATION ON THE RIGHT.
 JE1711'
 JE1711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.2 MILE
 JE1711'SOUTH OF COLONY.
 JE1711
 JE1711                          STATION RECOVERY (2006)
 JE1711
 JE1711'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1711'THE RAILROAD AND TELEPHONE POLE HAVE BEEN REMOVED, AND THE STATION IS
 JE1711'ABOUT 1 FOOT SOUTH OF A METAL WITNESS POST.
 JE1711'REFERENCE MARK 1, 2 AND THE AZIMUTH MARK WERE NOT SEARCHED FOR THIS
 JE1711'DATE.
 JE1711' 
 JE1711' 
 JE1711' 
 JE1711' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1710 ***********************************************************************
 JE1710  DESIGNATION -  COLONY MUNICIPAL TANK
 JE1710  PID         -  JE1710
 JE1710  STATE/COUNTY-  KS/ANDERSON
 JE1710  USGS QUAD   -  COLONY (1966)
 JE1710
 JE1710                         *CURRENT SURVEY CONTROL
 JE1710  ___________________________________________________________________
 JE1710* NAD 83(1997)-  38 04 01.68477(N)    095 21 41.27406(W)     ADJUSTED  
 JE1710* NAVD 88     -                                                        
 JE1710  ___________________________________________________________________
 JE1710  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 JE1710  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JE1710
 JE1710  HORZ ORDER  -  THIRD
 JE1710
 JE1710.The horizontal coordinates were established by classical geodetic methods
 JE1710.and adjusted by the National Geodetic Survey in October 1998..
 JE1710
 JE1710
 JE1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1710
 JE1710.The geoid height was determined by GEOID03.
 JE1710
 JE1710;                    North         East     Units Scale Factor Converg.
 JE1710;SPC KS S     -   560,066.137   675,345.033   MT  0.99993931   +1 55 43.4
 JE1710;UTM  15      - 4,215,896.826   292,844.638   MT  1.00012855   -1 27 23.6
 JE1710
 JE1710                          SUPERSEDED SURVEY CONTROL
 JE1710
 JE1710  NAD 83(1997)-  38 04 01.69022(N)    095 21 41.27382(W) AD(       ) 4
 JE1710  NAD 83(1986)-  38 04 01.68887(N)    095 21 41.26850(W) AD(       ) 4
 JE1710  NAD 27      -  38 04 01.57500(N)    095 21 40.31400(W) AD(       ) 3
 JE1710
 JE1710.Superseded values are not recommended for survey control.
 JE1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1710.See file dsdata.txt to determine how the superseded data were derived.
 JE1710
 JE1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC9284515897(NAD 83)
 JE1710_MARKER: 53 = ELEVATED TANK
 JE1710
 JE1710  HISTORY     - Date     Condition        Report By
 JE1710  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1710
 JE1710                          STATION DESCRIPTION
 JE1710
 JE1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1710'LOCATED AT THE SOUTHEAST EDGE OF TOWN, 114 FEET SOUTH OF AN
 JE1710'EAST-WEST DIRT ROAD AND 0.3 MILE EAST-SOUTHEAST OF WHERE
 JE1710'U.S. HIGHWAY 59 AND 169 TURNS WEST.
 JE1710'
 JE1710'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER AND IS ABOUT
 JE1710'150 FEET HIGH.  THE POINT OBSERVED UPON WAS THE SMALL BALL
 JE1710'AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0778 ***********************************************************************
 HH0778  DESIGNATION -  COLORADO INTEREST GAS CO MAST
 HH0778  PID         -  HH0778
 HH0778  STATE/COUNTY-  KS/GRANT
 HH0778  USGS QUAD   -  WAGON BED SPRING NW (1974)
 HH0778
 HH0778                         *CURRENT SURVEY CONTROL
 HH0778  ___________________________________________________________________
 HH0778* NAD 83(1997)-  37 27 41.56706(N)    101 27 39.86643(W)     ADJUSTED  
 HH0778* NAVD 88     -                                                        
 HH0778  ___________________________________________________________________
 HH0778  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 HH0778  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 HH0778
 HH0778  HORZ ORDER  -  THIRD
 HH0778
 HH0778.The horizontal coordinates were established by classical geodetic methods
 HH0778.and adjusted by the National Geodetic Survey in October 1998..
 HH0778
 HH0778
 HH0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0778
 HH0778.The geoid height was determined by GEOID03.
 HH0778
 HH0778;                    North         East     Units Scale Factor Converg.
 HH0778;SPC KS S     -   492,379.050   138,084.078   MT  0.99996740   -1 49 10.8
 HH0778;UTM  14      - 4,148,919.523   282,336.407   MT  1.00018362   -1 29 50.9
 HH0778
 HH0778                          SUPERSEDED SURVEY CONTROL
 HH0778
 HH0778  NAD 83(1997)-  37 27 41.57053(N)    101 27 39.86289(W) AD(       ) 4
 HH0778  NAD 83(1986)-  37 27 41.57522(N)    101 27 39.85919(W) AD(       ) 4
 HH0778  NAD 27      -  37 27 41.48938(N)    101 27 38.24746(W) AD(       ) 3
 HH0778
 HH0778.Superseded values are not recommended for survey control.
 HH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0778.See file dsdata.txt to determine how the superseded data were derived.
 HH0778
 HH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG8233648920(NAD 83)
 HH0778
 HH0778  HISTORY     - Date     Condition        Report By
 HH0778  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0778
 HH0778                          STATION DESCRIPTION
 HH0778
 HH0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0778'THE STATION IS THE TOP-CENTER OF THE 265-FOOT HIGH, RED AND
 HH0778'WHITE MAST WHICH IS 8 MILES SOUTH AND 5-1/2 MILES WEST OF
 HH0778'ULYSSES.  IT IS APPROXIMATELY 100 YARDS NORTH OF A DIRT
 HH0778'ROAD AND HAS REFLECTORS ON THE NORTH AND WEST SIDES OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1079 ***********************************************************************
 HE1079  DESIGNATION -  COLUMBUS
 HE1079  PID         -  HE1079
 HE1079  STATE/COUNTY-  KS/CHEROKEE
 HE1079  USGS QUAD   -  COLUMBUS (1977)
 HE1079
 HE1079                         *CURRENT SURVEY CONTROL
 HE1079  ___________________________________________________________________
 HE1079* NAD 83(1997)-  37 09 49.15675(N)    094 50 32.44000(W)     ADJUSTED  
 HE1079* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 HE1079  ___________________________________________________________________
 HE1079  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HE1079  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HE1079
 HE1079  HORZ ORDER  -  SECOND
 HE1079
 HE1079.The horizontal coordinates were established by classical geodetic methods
 HE1079.and adjusted by the National Geodetic Survey in October 1998..
 HE1079
 HE1079.The orthometric height was scaled from a topographic map.
 HE1079
 HE1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1079
 HE1079.The geoid height was determined by GEOID03.
 HE1079
 HE1079;                    North         East     Units Scale Factor Converg.
 HE1079;SPC KS S     -   461,530.568   724,798.714   MT  1.00002185   +2 14 51.8
 HE1079;UTM  15      - 4,114,616.420   336,419.738   MT  0.99992964   -1 06 47.5
 HE1079
 HE1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1079!SPC KS S     -   0.99996183  x   1.00002185  =   0.99998368
 HE1079!UTM  15      -   0.99996183  x   0.99992964  =   0.99989148
 HE1079
 HE1079:                Primary Azimuth Mark                     Grid Az
 HE1079:SPC KS S     -  COLUMBUS GRAIN CO ELEVATOR               026 29 36.1
 HE1079:UTM  15      -  COLUMBUS GRAIN CO ELEVATOR               029 51 15.4
 HE1079
 HE1079|---------------------------------------------------------------------|
 HE1079| PID    Reference Object                     Distance      Geod. Az  |
 HE1079|                                                           dddmmss.s |
 HE1079| HE1080 COLUMBUS GRAIN CO ELEVATOR          APPROX. 1.0 KM 0284427.9 |
 HE1079| HE1077 COLUMBUS MUNICIPAL TANK             102.654 METERS 06702     |
 HE1079| CQ5483 COLUMBUS AZ MK                                     0951416.7 |
 HE1079| HE1082 COLUMBUS FARMERS COOP ELEVATOR      377.279 METERS 11655     |
 HE1079| CQ5484 COLUMBUS RM 1                        30.325 METERS 19637     |
 HE1079| CQ5485 COLUMBUS RM 2                        35.072 METERS 27834     |
 HE1079| HE1078 COLUMBUS MUNICIPAL STANDPIPE        APPROX. 1.1 KM 3545050.8 |
 HE1079|---------------------------------------------------------------------|
 HE1079
 HE1079                          SUPERSEDED SURVEY CONTROL
 HE1079
 HE1079  NAD 83(1997)-  37 09 49.16216(N)    094 50 32.44105(W) AD(       ) 2
 HE1079  NAD 83(1986)-  37 09 49.17125(N)    094 50 32.43290(W) AD(       ) 2
 HE1079  NAD 27      -  37 09 48.95332(N)    094 50 31.58378(W) AD(       ) 2
 HE1079
 HE1079.Superseded values are not recommended for survey control.
 HE1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1079.See file dsdata.txt to determine how the superseded data were derived.
 HE1079
 HE1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3642014616(NAD 83)
 HE1079_MARKER: DS = TRIANGULATION STATION DISK
 HE1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1079+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 HE1079
 HE1079  HISTORY     - Date     Condition        Report By
 HE1079  HISTORY     - 1965     MONUMENTED       CGS
 HE1079  HISTORY     - 20050802 GOOD             GEOCAC
 HE1079
 HE1079                          STATION DESCRIPTION
 HE1079
 HE1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1079'THE STATION IS LOCATED IN THE SOUTH PART OF COLUMBUS, 1/2 MILE
 HE1079'SOUTH OF THE COUNTY COURTHOUSE, IN THE SOUTHWEST CORNER OF THE
 HE1079'COLUMBUS CITY PARK.
 HE1079'
 HE1079'TO REACH THE STATION FROM THE INTERSECTION OF MAPLE STREET AND
 HE1079'S. KANSAS STREET, AT THE NORTHEAST CORNER OF THE COURTHOUSE
 HE1079'SQUARE, IN COLUMBUS, GO SOUTH ON S. KANSAS STREET FOR 0.5 MILE TO
 HE1079'THE SOUTHWEST CORNER OF THE CITY PARK AND THE STATION ON THE
 HE1079'LEFT.
 HE1079'
 HE1079'STATION MARK IS A STANDARD DISK STAMPED COLUMBUS 1964, SET IN
 HE1079'THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HE1079'OF THE GROUND. IT IS 63 FEET NORTH OF THE CENTERLINE OF E.
 HE1079'COUNTRY ROAD, 59 FEET EAST OF THE CENTERLINE OF S. KANSAS
 HE1079'STREET, 36 FEET WEST-SOUTHWEST OF A SMALL, STONE BUILDING,
 HE1079'19.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTHWEST
 HE1079'CORNER STONE OF A ROCK WALL WHICH SURROUNDS THE PARK, 15.3 FEET
 HE1079'EAST OF THE EAST EDGE OF THE WEST WALL, AND 12.2 FEET NORTH
 HE1079'OF THE NORTH EDGE OF THE SOUTH WALL.
 HE1079'
 HE1079'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COLUMBUS NO 1
 HE1079'1964, CEMENTED IN A DRILL HOLE IN THE NORTH ABUTMENT OF A CONCRETE
 HE1079'DRAIN AT THE SOUTHEAST CORNER OF THE INTERSECTION OF S. KANSAS
 HE1079'STREET AND E. COUNTRY ROAD.  IT IS 34 FEET SOUTH OF THE
 HE1079'CENTERLINE OF E. COUNTRY ROAD, 25 FEET EAST OF THE CENTERLINE
 HE1079'OF S. KANSAS STREET, AND 18.5 FEET WEST-SOUTHWEST OF A POWERLINE
 HE1079'POLE.
 HE1079'
 HE1079'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COLUMBUS NO 2
 HE1079'1964, CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK ALONG
 HE1079'THE WEST SIDE OF S. KANSAS STREET.  IT IS 75 FEET NORTH OF THE
 HE1079'CENTERLINE OF E. COUNTRY ROAD, 45 FEET WEST OF THE CENTERLINE
 HE1079'OF S. KANSAS STREET, AND 40 FEET NORTHWEST OF A TELEPHONE POLE.
 HE1079'
 HE1079'AZIMUTH MARK IS A STANDARD DISK STAMPED COLUMBUS 1964, SET IN THE
 HE1079'TOP OF 12-INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HE1079'GROUND.  IT IS 22 FEET SOUTH OF THE CENTERLINE OF E. COUNTRY ROAD,
 HE1079'22 FEET WEST OF THE WEST RAIL OF RAILROAD TRACKS, 1 FOOT WEST
 HE1079'OF A POWERLINE POLE, AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 HE1079'POST.
 HE1079'
 HE1079'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON E. COUNTRY
 HE1079'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 HE1079'
 HE1079'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE1079
 HE1079                          STATION RECOVERY (2005)
 HE1079
 HE1079'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1079'STATION MARK FOUND AS DESCRIBED.
 HE1079'REFERENCE MARK 1 NOT FOUND. A CIRCULAR DEPRESSION ABOUT THE SIZE OF A
 HE1079'DISK WAS NOTED ON THE SOUTH ABUTMENT OF A DRAIN AT THE LOCATION
 HE1079'DESCRIBED. THE DRAIN DOES NOT HAVE A NORTH ABUTMENT.
 HE1079'REFERENCE MARK 2 FOUND AS DESCRIBED.
 HE1079'THE AZIMUTH MARK WAS NOT FOUND. THE WITNESS POST IS PRESENT, AND THE
 HE1079'GROUND PROBED TO A DEPTH OF 6-8 INCHES WITHOUT SUCCESS.
 HE1079' 
 HE1079' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1082 ***********************************************************************
 HE1082  DESIGNATION -  COLUMBUS FARMERS COOP ELEVATOR
 HE1082  PID         -  HE1082
 HE1082  STATE/COUNTY-  KS/CHEROKEE
 HE1082  USGS QUAD   -  COLUMBUS (1977)
 HE1082
 HE1082                         *CURRENT SURVEY CONTROL
 HE1082  ___________________________________________________________________
 HE1082* NAD 83(1997)-  37 09 43.61594(N)    094 50 18.80557(W)     ADJUSTED  
 HE1082* NAVD 88     -                                                        
 HE1082  ___________________________________________________________________
 HE1082  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 HE1082  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HE1082
 HE1082  HORZ ORDER  -  THIRD
 HE1082
 HE1082.The horizontal coordinates were established by classical geodetic methods
 HE1082.and adjusted by the National Geodetic Survey in October 1998..
 HE1082
 HE1082
 HE1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1082
 HE1082.The geoid height was determined by GEOID03.
 HE1082
 HE1082;                    North         East     Units Scale Factor Converg.
 HE1082;SPC KS S     -   461,373.084   725,141.562   MT  1.00002220   +2 15 00.2
 HE1082;UTM  15      - 4,114,439.124   336,752.733   MT  0.99992829   -1 06 39.1
 HE1082
 HE1082                          SUPERSEDED SURVEY CONTROL
 HE1082
 HE1082  NAD 83(1997)-  37 09 43.62138(N)    094 50 18.80661(W) AD(       ) 4
 HE1082  NAD 83(1986)-  37 09 43.63071(N)    094 50 18.79866(W) AD(       ) 4
 HE1082  NAD 27      -  37 09 43.46803(N)    094 50 17.93730(W) AD(       ) 3
 HE1082
 HE1082.Superseded values are not recommended for survey control.
 HE1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1082.See file dsdata.txt to determine how the superseded data were derived.
 HE1082
 HE1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3675314439(NAD 83)
 HE1082_MARKER: 65 = GRAIN ELEVATOR
 HE1082
 HE1082  HISTORY     - Date     Condition        Report By
 HE1082  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1082  HISTORY     - 20050802 GOOD             GEOCAC
 HE1082
 HE1082                          STATION DESCRIPTION
 HE1082
 HE1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1082'THE STATION IS THE CENTER OF THE TOP OF THE HEAD HOUSE.  IT IS
 HE1082'LOCATED NEAR THE SOUTH EDGE OF COLUMBUS.  IT IS A CONCRETE
 HE1082'STRUCTURE AND IS 150 FEET HIGH OVERALL.
 HE1082
 HE1082                          STATION RECOVERY (2005)
 HE1082
 HE1082'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1082' 
 HE1082' 
 HE1082' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1080 ***********************************************************************
 HE1080  DESIGNATION -  COLUMBUS GRAIN CO ELEVATOR
 HE1080  PID         -  HE1080
 HE1080  STATE/COUNTY-  KS/CHEROKEE
 HE1080  USGS QUAD   -  COLUMBUS (1977)
 HE1080
 HE1080                         *CURRENT SURVEY CONTROL
 HE1080  ___________________________________________________________________
 HE1080* NAD 83(1997)-  37 10 16.61497(N)    094 50 13.62227(W)     ADJUSTED  
 HE1080* NAVD 88     -                                                        
 HE1080  ___________________________________________________________________
 HE1080  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 HE1080  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HE1080
 HE1080  HORZ ORDER  -  THIRD
 HE1080
 HE1080.The horizontal coordinates were established by classical geodetic methods
 HE1080.and adjusted by the National Geodetic Survey in October 1998..
 HE1080
 HE1080
 HE1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1080
 HE1080.The geoid height was determined by GEOID03.
 HE1080
 HE1080;                    North         East     Units Scale Factor Converg.
 HE1080;SPC KS S     -   462,394.637   725,229.397   MT  1.00002012   +2 15 03.4
 HE1080;UTM  15      - 4,115,453.675   336,900.294   MT  0.99992770   -1 06 36.8
 HE1080
 HE1080                          SUPERSEDED SURVEY CONTROL
 HE1080
 HE1080  NAD 83(1997)-  37 10 16.62023(N)    094 50 13.62344(W) AD(       ) 4
 HE1080  NAD 83(1986)-  37 10 16.62959(N)    094 50 13.61518(W) AD(       ) 4
 HE1080  NAD 27      -  37 10 16.40820(N)    094 50 12.76969(W) AD(       ) 3
 HE1080
 HE1080.Superseded values are not recommended for survey control.
 HE1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1080.See file dsdata.txt to determine how the superseded data were derived.
 HE1080
 HE1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3690015454(NAD 83)
 HE1080_MARKER: 65 = GRAIN ELEVATOR
 HE1080
 HE1080  HISTORY     - Date     Condition        Report By
 HE1080  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1080  HISTORY     - 20050802 GOOD             GEOCAC
 HE1080
 HE1080                          STATION DESCRIPTION
 HE1080
 HE1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1080'THE STATION IS THE CENTER OF THE TOP OF THE HEAD HOUSE.  IT IS
 HE1080'LOCATED NEAR THE RAILROAD DEPOT AT THE EAST EDGE OF THE
 HE1080'BUSINESS DISTRICT IN COLUMBUS.  IT IS A LARGE CONCRETE STRUCTURE
 HE1080'AND IS 165 FEET HIGH OVERALL.
 HE1080
 HE1080                          STATION RECOVERY (2005)
 HE1080
 HE1080'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1080'THE ELEVATOR IS LOCATED NORTH OF E MAPLE ST AND EAST OF N RAILROAD
 HE1080'AVE.
 HE1080' 
 HE1080' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1077 ***********************************************************************
 HE1077  DESIGNATION -  COLUMBUS MUNICIPAL TANK
 HE1077  PID         -  HE1077
 HE1077  STATE/COUNTY-  KS/CHEROKEE
 HE1077  USGS QUAD   -  COLUMBUS (1977)
 HE1077
 HE1077                         *CURRENT SURVEY CONTROL
 HE1077  ___________________________________________________________________
 HE1077* NAD 83(1997)-  37 09 50.45568(N)    094 50 28.60891(W)     ADJUSTED  
 HE1077* NAVD 88     -                                                        
 HE1077  ___________________________________________________________________
 HE1077  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 HE1077  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HE1077
 HE1077  HORZ ORDER  -  THIRD
 HE1077
 HE1077.The horizontal coordinates were established by classical geodetic methods
 HE1077.and adjusted by the National Geodetic Survey in October 1998..
 HE1077
 HE1077
 HE1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1077
 HE1077.The geoid height was determined by GEOID03.
 HE1077
 HE1077;                    North         East     Units Scale Factor Converg.
 HE1077;SPC KS S     -   461,574.289   724,891.594   MT  1.00002176   +2 14 54.2
 HE1077;UTM  15      - 4,114,654.617   336,515.013   MT  0.99992925   -1 06 45.2
 HE1077
 HE1077                          SUPERSEDED SURVEY CONTROL
 HE1077
 HE1077  NAD 83(1997)-  37 09 50.46100(N)    094 50 28.61001(W) AD(       ) 4
 HE1077  NAD 83(1986)-  37 09 50.47040(N)    094 50 28.60176(W) AD(       ) 4
 HE1077  NAD 27      -  37 09 50.25513(N)    094 50 27.75170(W) AD(       ) 3
 HE1077
 HE1077.Superseded values are not recommended for survey control.
 HE1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1077.See file dsdata.txt to determine how the superseded data were derived.
 HE1077
 HE1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3651514655(NAD 83)
 HE1077_MARKER: 51 = TANK
 HE1077
 HE1077  HISTORY     - Date     Condition        Report By
 HE1077  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1077  HISTORY     - 20050802 GOOD             GEOCAC
 HE1077
 HE1077                          STATION DESCRIPTION
 HE1077
 HE1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1077'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS LOCATED
 HE1077'NEAR THE SOUTH EDGE OF COLUMBUS IN THE CITY PARK.  IT IS A
 HE1077'NEW PEDESTAL-SPHERE STRUCTURE, COMPLETED IN 1965 AND IS
 HE1077'150 FEET HIGH.  THE SPHERE HAS A CAPACITY OF 250,000 GALLONS AND
 HE1077'IS 41 FEET IN DIAMETER.
 HE1077
 HE1077                          STATION RECOVERY (2005)
 HE1077
 HE1077'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1078 ***********************************************************************
 HE1078  DESIGNATION -  COLUMBUS MUNICIPAL STANDPIPE
 HE1078  PID         -  HE1078
 HE1078  STATE/COUNTY-  KS/CHEROKEE
 HE1078  USGS QUAD   -  COLUMBUS (1977)
 HE1078
 HE1078                         *CURRENT SURVEY CONTROL
 HE1078  ___________________________________________________________________
 HE1078* NAD 83(1997)-  37 10 23.13514(N)    094 50 36.26881(W)     ADJUSTED  
 HE1078* NAVD 88     -                                                        
 HE1078  ___________________________________________________________________
 HE1078  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 HE1078  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HE1078
 HE1078  HORZ ORDER  -  THIRD
 HE1078
 HE1078.The horizontal coordinates were established by classical geodetic methods
 HE1078.and adjusted by the National Geodetic Survey in October 1998..
 HE1078
 HE1078
 HE1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1078
 HE1078.The geoid height was determined by GEOID03.
 HE1078
 HE1078;                    North         East     Units Scale Factor Converg.
 HE1078;SPC KS S     -   462,573.565   724,663.247   MT  1.00001971   +2 14 49.5
 HE1078;UTM  15      - 4,115,665.470   336,345.659   MT  0.99992993   -1 06 50.7
 HE1078
 HE1078                          SUPERSEDED SURVEY CONTROL
 HE1078
 HE1078  NAD 83(1997)-  37 10 23.14042(N)    094 50 36.26988(W) AD(       ) 4
 HE1078  NAD 83(1986)-  37 10 23.14975(N)    094 50 36.26166(W) AD(       ) 4
 HE1078  NAD 27      -  37 10 22.92826(N)    094 50 35.41108(W) AD(       ) 3
 HE1078
 HE1078.Superseded values are not recommended for survey control.
 HE1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1078.See file dsdata.txt to determine how the superseded data were derived.
 HE1078
 HE1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3634615665(NAD 83)
 HE1078_MARKER: 52 = STANDPIPE TANK
 HE1078
 HE1078  HISTORY     - Date     Condition        Report By
 HE1078  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1078  HISTORY     - 20050802 GOOD             GEOCAC
 HE1078
 HE1078                          STATION DESCRIPTION
 HE1078
 HE1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1078'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE.  IT IS
 HE1078'LOCATED NEAR THE NORTH EDGE OF COLUMBUS, ABOUT 100 FEET NORTH
 HE1078'OF THE MAUDE NORTON MEMORIAL HOSPITAL AND ABOUT 30 FEET NORTH
 HE1078'OF WEST SYCAMORE STREET.  IT IS CONSTRUCTED OF STEEL AND PAINTED
 HE1078'YELLOW AND RED IN FOUR ALTERNATE SECTIONS.  IT IS 150 FEET HIGH.
 HE1078
 HE1078                          STATION RECOVERY (2005)
 HE1078
 HE1078'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1078'THE STANDPIPE IS NOW PAINTED BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1427 ***********************************************************************
 HF1427  DESIGNATION -  COLWICH TV STATION KAKE MAST
 HF1427  PID         -  HF1427
 HF1427  STATE/COUNTY-  KS/SEDGWICK
 HF1427  USGS QUAD   -  COLWICH (1975)
 HF1427
 HF1427                         *CURRENT SURVEY CONTROL
 HF1427  ___________________________________________________________________
 HF1427* NAD 83(1997)-  37 46 52.95640(N)    097 31 09.05988(W)     ADJUSTED  
 HF1427* NAVD 88     -                                                        
 HF1427  ___________________________________________________________________
 HF1427  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 HF1427  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HF1427
 HF1427  HORZ ORDER  -  THIRD
 HF1427
 HF1427.The horizontal coordinates were established by classical geodetic methods
 HF1427.and adjusted by the National Geodetic Survey in October 1998..
 HF1427
 HF1427
 HF1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1427
 HF1427.The geoid height was determined by GEOID03.
 HF1427
 HF1427;                    North         East     Units Scale Factor Converg.
 HF1427;SPC KS S     -   524,170.029   486,395.776   MT  0.99993873   +0 36 09.9
 HF1427;UTM  14      - 4,182,591.283   630,400.424   MT  0.99980944   +0 54 26.5
 HF1427
 HF1427                          SUPERSEDED SURVEY CONTROL
 HF1427
 HF1427  NAD 83(1997)-  37 46 52.96546(N)    097 31 09.05656(W) AD(       ) 4
 HF1427  NAD 83(1986)-  37 46 52.96787(N)    097 31 09.05713(W) AD(       ) 4
 HF1427  NAD 27      -  37 46 52.92001(N)    097 31 07.86772(W) AD(       ) 3
 HF1427
 HF1427.Superseded values are not recommended for survey control.
 HF1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1427.See file dsdata.txt to determine how the superseded data were derived.
 HF1427
 HF1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3040082591(NAD 83)
 HF1427_MARKER: 42 = RADIO/TV MAST
 HF1427
 HF1427  HISTORY     - Date     Condition        Report By
 HF1427  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1427
 HF1427                          STATION DESCRIPTION
 HF1427
 HF1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1427'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF WICHITA,
 HF1427'AND 1 MILE EAST OF COLWICH.
 HF1427'
 HF1427'THE MAST IS OF STEEL CONSTRUCTION, ALTERNATELY PAINTED RED
 HF1427'AND WHITE, AND IS 1079 FEET HIGH.  THE CENTER OF THE TOP
 HF1427'OF MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1428 ***********************************************************************
 HF1428  DESIGNATION -  COLWICH TV STATION KARD MAST
 HF1428  PID         -  HF1428
 HF1428  STATE/COUNTY-  KS/SEDGWICK
 HF1428  USGS QUAD   -  COLWICH (1975)
 HF1428
 HF1428                         *CURRENT SURVEY CONTROL
 HF1428  ___________________________________________________________________
 HF1428* NAD 83(1997)-  37 46 24.99136(N)    097 30 55.09270(W)     ADJUSTED  
 HF1428* NAVD 88     -                                                        
 HF1428  ___________________________________________________________________
 HF1428  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 HF1428  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HF1428
 HF1428  HORZ ORDER  -  THIRD
 HF1428
 HF1428.The horizontal coordinates were established by classical geodetic methods
 HF1428.and adjusted by the National Geodetic Survey in October 1998..
 HF1428
 HF1428
 HF1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1428
 HF1428.The geoid height was determined by GEOID03.
 HF1428
 HF1428;                    North         East     Units Scale Factor Converg.
 HF1428;SPC KS S     -   523,311.537   486,746.620   MT  0.99993906   +0 36 18.4
 HF1428;UTM  14      - 4,181,734.778   630,755.781   MT  0.99981058   +0 54 34.4
 HF1428
 HF1428                          SUPERSEDED SURVEY CONTROL
 HF1428
 HF1428  NAD 83(1997)-  37 46 25.00030(N)    097 30 55.08935(W) AD(       ) 4
 HF1428  NAD 83(1986)-  37 46 25.00277(N)    097 30 55.08974(W) AD(       ) 4
 HF1428  NAD 27      -  37 46 24.95796(N)    097 30 53.90305(W) AD(       ) 3
 HF1428
 HF1428.Superseded values are not recommended for survey control.
 HF1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1428.See file dsdata.txt to determine how the superseded data were derived.
 HF1428
 HF1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3075681735(NAD 83)
 HF1428_MARKER: 42 = RADIO/TV MAST
 HF1428
 HF1428  HISTORY     - Date     Condition        Report By
 HF1428  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1428
 HF1428                          STATION DESCRIPTION
 HF1428
 HF1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1428'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF WICHITA AND 1
 HF1428'MILE EAST OF COLWICH.
 HF1428'
 HF1428'THE MAST IS OF STEEL CONSTRUCTION, ALTERNATELY PAINTED RED
 HF1428'AND WHITE, AND IS 1069 FEET HIGH.  THE TOP OF THE MAST WAS
 HF1428'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0764 ***********************************************************************
 KH0764  DESIGNATION -  COMBINE
 KH0764  PID         -  KH0764
 KH0764  STATE/COUNTY-  KS/SHERIDAN
 KH0764  USGS QUAD   -  MIDWAY DRAW WEST (1979)
 KH0764
 KH0764                         *CURRENT SURVEY CONTROL
 KH0764  ___________________________________________________________________
 KH0764* NAD 83(1997)-  39 11 27.29686(N)    100 26 33.55139(W)     ADJUSTED  
 KH0764* NAVD 88     -       841.     (meters)    2759.     (feet)  SCALED    
 KH0764  ___________________________________________________________________
 KH0764  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 KH0764  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 KH0764
 KH0764  HORZ ORDER  -  THIRD
 KH0764
 KH0764.The horizontal coordinates were established by classical geodetic methods
 KH0764.and adjusted by the National Geodetic Survey in October 1998..
 KH0764
 KH0764.The orthometric height was scaled from a topographic map.
 KH0764
 KH0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0764
 KH0764.The geoid height was determined by GEOID03.
 KH0764
 KH0764;                    North         East     Units Scale Factor Converg.
 KH0764;SPC KS N     -    98,047.112   189,006.137   MT  0.99995739   -1 32 43.8
 KH0764;UTM  14      - 4,338,954.327   375,411.855   MT  0.99979112   -0 54 42.3
 KH0764
 KH0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0764!SPC KS N     -   0.99987197  x   0.99995739  =   0.99982936
 KH0764!UTM  14      -   0.99987197  x   0.99979112  =   0.99966311
 KH0764
 KH0764|---------------------------------------------------------------------|
 KH0764| PID    Reference Object                     Distance      Geod. Az  |
 KH0764|                                                           dddmmss.s |
 KH0764| CN8988 COMBINE RM 1                         13.812 METERS 08058     |
 KH0764| CN8989 COMBINE RM 2                         11.305 METERS 18006     |
 KH0764| KH0762 GRAINFIELD MUNICIPAL TANK           APPROX. 8.4 KM 1934447.1 |
 KH0764| CN8987 COMBINE AZ MK                                      3581400.2 |
 KH0764|---------------------------------------------------------------------|
 KH0764
 KH0764                          SUPERSEDED SURVEY CONTROL
 KH0764
 KH0764  NAD 83(1986)-  39 11 27.30091(N)    100 26 33.55331(W) AD(       ) 3
 KH0764  NAD 27      -  39 11 27.28300(N)    100 26 32.05500(W) AD(       ) 3
 KH0764
 KH0764.Superseded values are not recommended for survey control.
 KH0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0764.See file dsdata.txt to determine how the superseded data were derived.
 KH0764
 KH0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7541238954(NAD 83)
 KH0764_MARKER: DS = TRIANGULATION STATION DISK
 KH0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0764
 KH0764  HISTORY     - Date     Condition        Report By
 KH0764  HISTORY     - 1950     MONUMENTED       CGS
 KH0764  HISTORY     - 1972     GOOD             USAF
 KH0764
 KH0764                          STATION DESCRIPTION
 KH0764
 KH0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0764'THE STATION IS LOCATED ABOUT 11.0 MILES SOUTH OF HOXIE AND
 KH0764'5.5 MILES NORTH-NORTHEAST OF GRAINFIELD.  IT IS ON THE
 KH0764'RIGHT-OF-WAY OF STATE HIGHWAY NO. 23, 59.0 FEET EAST OF THE
 KH0764'CENTER OF STATE HIGHWAY NO. 23, 39.0 FEET SOUTH OF THE CENTER
 KH0764'OF A DIRT ROAD, 7.0 FEET SOUTH OF A FENCE CORNER AND 4.0
 KH0764'FEET SOUTH OF A WITNESS POST.  IT IS STAMPED COMBINE 1950
 KH0764'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KH0764'
 KH0764'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY OF ROAD, 42.0
 KH0764'FEET EAST OF A FENCE CORNER AND 31.0 FEET SOUTH OF THE CENTER
 KH0764'OF A DIRT ROAD.  IT IS STAMPED COMBINE NO 1 1950 AND PROJECTS
 KH0764'4 INCHES.
 KH0764'
 KH0764'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 KH0764'NO. 23, 59.0 FEET EAST OF THE CENTER OF STATE HIGHWAY NO.
 KH0764'23 AND 1.0 FOOT WEST OF A FENCE LINE.  IT IS STAMPED COMBINE
 KH0764'NO 2 1950 AND PROJECTS 4 INCHES.
 KH0764'
 KH0764'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 62.92 FEET.
 KH0764'
 KH0764'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 KH0764'NO. 23, 45.0 FEET WEST OF THE CENTER OF STATE HIGHWAY NO.
 KH0764'23, 1.5 FEET NORTHEAST OF A FENCE CORNER AND 1.5 FEET SOUTH
 KH0764'OF A WITNESS POST.  IT IS STAMPED COMBINE 1950 AND PROJECTS
 KH0764'5 INCHES.
 KH0764'
 KH0764'TO REACH THE STATION FROM THE POST OFFICE IN HOXIE, GO SOUTH
 KH0764'ON STATE HIGHWAY NO. 23 FOR 10.1 MILES TO THE AZIMUTH MARK
 KH0764'ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON STATE HIGHWAY
 KH0764'NO. 23 FOR 0.75 MILE TO CROSSROAD AND THE STATION IN THE
 KH0764'SOUTHEAST ANGLE AS DESCRIBED.
 KH0764
 KH0764                          STATION RECOVERY (1972)
 KH0764
 KH0764'RECOVERY NOTE BY US AIR FORCE 1972
 KH0764'STATION, R.M. 1, R.M. 2 AND AZIMUTH MARK RECOVERED IN GOOD
 KH0764'CONDITION.
 KH0764'
 KH0764'STATION IS NOW 3 INCHES UNDERGROUND AND IS 1 FOOT WEST OF A
 KH0764'NORTH-SOUTH FENCELINE AND 2 FEET SOUTHWEST OF A FENCE CORNER.
 KH0764'
 KH0764'1950 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0818 ***********************************************************************
 KH0818  DESIGNATION -  COMPUS RESET
 KH0818  PID         -  KH0818
 KH0818  STATE/COUNTY-  KS/RAWLINS
 KH0818  USGS QUAD   -  HERNDON (1978)
 KH0818
 KH0818                         *CURRENT SURVEY CONTROL
 KH0818  ___________________________________________________________________
 KH0818* NAD 83(1997)-  39 59 15.58712(N)    100 51 12.26417(W)     ADJUSTED  
 KH0818* NAVD 88     -       869.     (meters)    2851.     (feet)  SCALED    
 KH0818  ___________________________________________________________________
 KH0818  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 KH0818  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KH0818
 KH0818  HORZ ORDER  -  FIRST
 KH0818
 KH0818.The horizontal coordinates were established by classical geodetic methods
 KH0818.and adjusted by the National Geodetic Survey in October 1998..
 KH0818
 KH0818.The orthometric height was scaled from a topographic map.
 KH0818
 KH0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0818
 KH0818.The geoid height was determined by GEOID03.
 KH0818
 KH0818;                    North         East     Units Scale Factor Converg.
 KH0818;SPC KS N     -   187,499.404   156,323.443   MT  1.00003954   -1 48 19.4
 KH0818;SPC NE       -    17,496.132   427,111.972   MT  1.00000560   -0 33 56.0
 KH0818;UTM  14      - 4,428,032.967   341,760.428   MT  0.99990826   -1 11 28.6
 KH0818
 KH0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0818!SPC KS N     -   0.99986742  x   1.00003954  =   0.99990695
 KH0818!SPC NE       -   0.99986742  x   1.00000560  =   0.99987301
 KH0818!UTM  14      -   0.99986742  x   0.99990826  =   0.99977569
 KH0818
 KH0818|---------------------------------------------------------------------|
 KH0818| PID    Reference Object                     Distance      Geod. Az  |
 KH0818|                                                           dddmmss.s |
 KH0818| CN8993 COMPUS RM 3                           7.302 METERS 11428     |
 KH0818| KH0819 HERNDON MUNICIPAL TANK              APPROX.10.1 KM 1445334.2 |
 KH0818| KH0826 TRINITY LUTHERAN CHURCH CROSS       APPROX.11.9 KM 2315048.5 |
 KH0818| CN8990 COMPUS AZ MK                                       2391739.8 |
 KH0818| CN8994 COMPUS RM 4                           6.902 METERS 24502     |
 KH0818| CN8992 COMPUS RM 2                          16.680 METERS 26916     |
 KH0818| CN8991 COMPUS RM 1                          10.020 METERS 35846     |
 KH0818|---------------------------------------------------------------------|
 KH0818
 KH0818                          SUPERSEDED SURVEY CONTROL
 KH0818
 KH0818  NAD 83(1997)-  39 59 15.58719(N)    100 51 12.26433(W) AD(       ) 1
 KH0818  NAD 83(1986)-  39 59 15.58984(N)    100 51 12.26825(W) AD(       ) 1
 KH0818  NAD 27      -  39 59 15.57500(N)    100 51 10.71100(W) AD(       ) 1
 KH0818
 KH0818.Superseded values are not recommended for survey control.
 KH0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0818.See file dsdata.txt to determine how the superseded data were derived.
 KH0818
 KH0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK4176028033(NAD 83)
 KH0818_MARKER: DS = TRIANGULATION STATION DISK
 KH0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0818
 KH0818  HISTORY     - Date     Condition        Report By
 KH0818  HISTORY     - 1935     MONUMENTED       CGS
 KH0818  HISTORY     - 1951     GOOD             CGS
 KH0818  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KH0818
 KH0818                          STATION DESCRIPTION
 KH0818
 KH0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 KH0818'STATION LIES 5-1/2 MILES NORTH AND 3-1/2 MILES WEST OF HERNDON,
 KH0818'ON TOP OF A PROMINENT KNOLL ON THE EAST-WEST DIVIDE SOUTH
 KH0818'OF DRIFTWOOD CREEK, 3/4 MILE EAST-NORTHEAST OF THE J. COMPUS
 KH0818'FARM, 1 MILE SOUTH OF KANSAS-NEBRASKA STATE LINE, 17 FEET
 KH0818'SOUTH OF CENTER OF GRADED ROAD, 0.2 MILE EAST OF JOG IN ROAD,
 KH0818'1 FOOT NORTH OF FENCE, AND PROJECTS 5 INCHES.
 KH0818'
 KH0818'REFERENCE MARK NO. 1 IS NORTH OF STATION, 16 FEET
 KH0818'NORTH OF CENTER OF ROAD, AND PROJECTS 12 INCHES.
 KH0818'
 KH0818'REFERENCE MARK NO. 2 IS WEST OF STATION, 17 FEET
 KH0818'SOUTH OF CENTER OF ROAD, IN FENCE LINE, AND PROJECTS 6 INCHES.
 KH0818'
 KH0818'AZIMUTH MARK IS WEST-SOUTHWEST OF STATION, 20
 KH0818'FEET EAST OF FENCE CORNER, 15 FEET SOUTH OF CENTER OF ROAD,
 KH0818'1-1/2 FEET NORTH OF FENCE, AND PROJECTS 8 INCHES.
 KH0818'
 KH0818'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT AZIMUTH MARK
 KH0818'WHICH MAY BE SEEN WITH THE AID OF A TARGET.  AN 8-FOOT STAND
 KH0818'WAS USED.
 KH0818'
 KH0818'STATION IS REACHED FROM HERNDON BY DRIVING NORTH ON MAIN
 KH0818'ROAD 6 MILES, TURN LEFT (WEST) ON SECTION-LINE ROAD 2.7 MILES,
 KH0818'TURN LEFT (SOUTH) 0.5 MILE, TURN RIGHT (WEST) 0.8 MILE TO
 KH0818'STATION.
 KH0818
 KH0818                          STATION RECOVERY (1951)
 KH0818
 KH0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0818'THE STATION AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 KH0818'GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KH0818'2 WERE DESTROYED AND TWO NEW MARKS HAVE BEEN ESTABLISHED.
 KH0818'THEY ARE REFERNCE MARK NO. 3 AND REFERENCE MARK NO. 4.
 KH0818'
 KH0818'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KH0818'
 KH0818'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF
 KH0818'HERNDON AND 1 MILE SOUTH OF THE KANSAS-NEBRASKA STATE LINE.
 KH0818'IT IS 17.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT
 KH0818'ROAD, 10.0 FEET NORTH OF AN EAST-WEST FENCE LINE AND 4.0
 KH0818'FEET EAST OF A WITNESS POST.  IT PROJECTS 10 INCHES AND IS
 KH0818'STAMPED COMPUS 1935.
 KH0818'
 KH0818'REFERENCE MARK NO. 3 IS 27.0 FEET SOUTH OF THE CENTER OF AN
 KH0818'EAST-WEST DIRT ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT
 KH0818'PROJECTS 8 INCHES AND IS STAMPED COMPUS NO 3 1951.
 KH0818'
 KH0818'REFERENCE MARK NO. 4 IS 27.0 FEET SOUTH OF THE CENTER OF AN
 KH0818'EAST-WEST DIRT ROAD AND SET IN AN EAST-WEST FENCE LINE.  IT
 KH0818'PROJECTS 8 INCHES AND IS STAMPED COMPUS NO 4 1951.
 KH0818'
 KH0818'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 KH0818'NO. 4 IS 42.3 FEET.
 KH0818'
 KH0818'THE AZIMUTH MARK IS 32.0 FEET SOUTH OF THE CENTER OF AN
 KH0818'EAST-WEST DIRT ROAD, 21.0 FEET EAST OF A FENCE CORNER, 1.0
 KH0818'FOOT NORTH OF AN EAST-WEST FENCE LINE AND 1.0 FOOT NORTHEAST
 KH0818'OF A WITNESS POST.  IT PROJECTS 8 INCHES AND IS STAMPED COMPUS
 KH0818'1935.
 KH0818'
 KH0818'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST, SOUTH
 KH0818'AND WEST ON THE MAIN DIRT ROAD FOR 0.45 MILE TO A FENCE CORNER
 KH0818'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KH0818'
 KH0818'TO REACH THE STATION FROM THE POST OFFICE IN HERNDON, GO
 KH0818'NORTH FOR 0.05 MILE TO A CROSS STREET, TURN RIGHT AND GO EAST
 KH0818'FOR 0.4 MILE TO A T INTERSECTION, TURN LEFT AND GO NORTH
 KH0818'ON STATE HIGHWAY 117 FOR 5.3 MILES TO A T ROAD LEADING WEST.
 KH0818'TURN LEFT AND GO WEST 1.0 MILE TO A T INTERSECTION, TURN RIGHT
 KH0818'AND GO NORTH FOR 0.2 MILE TO A T ROAD LEADING WEST, TURN LEFT
 KH0818'AND GO WEST FOR 0.5 MILE TO A T INTERSECTION.  TURN RIGHT
 KH0818'AND GO NORTH, THEN WEST ON THE MAIN ROAD FOR 1.6 MILES TO
 KH0818'WHERE MAIN ROAD TURNS SOUTH, TURN LEFT AND GO SOUTH FOR 0.5
 KH0818'MILE TO A T ROAD LEADING WEST.  TURN RIGHT AND GO WEST FOR
 KH0818'1.1 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 KH0818
 KH0818                          STATION RECOVERY (1966)
 KH0818
 KH0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KH0818'THE STATION MARK WAS FOUND RESET ABOUT 13 FEET SOUTH OF ITS
 KH0818'ORIGINAL POSITION.  REFERENCE MARK NO. 3, REFERENCE MARK
 KH0818'NO. 4, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 KH0818'CONDITION.
 KH0818'
 KH0818'THE STATION UNDERGROUND MARK WAS NOT RECOVERED.
 KH0818'
 KH0818'THE STATION MARK WAS RESET FROM REFERENCE MARKS, AZIMUTH
 KH0818'MARK, AND INTERSECTION STATIONS.
 KH0818'
 KH0818'FOLLOWING IS A NEW DESCRIPTION.
 KH0818'
 KH0818'TO REACH THE STATION FROM THE POST OFFICE IN HERNDON, GO
 KH0818'NORTH FOR 0.05 MILE TO A CROSS STREET.  TURN RIGHT AND GO
 KH0818'EAST FOR 0.4 MILE TO A T-INTERSECTION.  TURN LEFT AND GO
 KH0818'NORTH ON STATE HIGHWAY 117 FOR 5.3 MILES TO A T-ROAD WEST.
 KH0818'TURN LEFT AND GO WEST FOR 1.0 MILE TO A T-INTERSECTION.  TURN
 KH0818'RIGHT AND GO NORTH FOR 0.2 MILE TO A T-ROAD LEADING WEST.
 KH0818'TURN LEFT AND GO WEST FOR 0.5 MILE TO A T-INTERSECTION.  TURN
 KH0818'RIGHT AND GO NORTH, THEN WEST ON THE MAIN ROAD FOR 1.6 MILES
 KH0818'TO WHERE THE MAIN ROAD TURNS SOUTH.  TURN LEFT AND GO SOUTH
 KH0818'FOR 0.5 MILE TO A T-ROAD LEADING WEST.  TURN RIGHT AND GO
 KH0818'WEST ON A DIRT ROAD FOR 1.1 MILE TO THE STATION ON THE
 KH0818'LEFT.
 KH0818'
 KH0818'STATION MARKS ARE STANDARD DISK STAMPED COMPUS 1935 1966.
 KH0818'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 KH0818'WHICH IS 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 KH0818'16 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 11.5 FEET
 KH0818'NORTH OF AN EAST-WEST FENCE, 11 FEET NORTH OF A METAL WITNESS
 KH0818'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 KH0818'MASS OF CONCRETE 4.5 FEET BELOW THE SURFACE OF THE GROUND.
 KH0818'
 KH0818'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED COMPUS NO. 3
 KH0818'1951, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KH0818'PROJECTS 5 INCHES.  IT IS 27 FEET SOUTH OF THE CENTER OF THE
 KH0818'EAST-WEST DIRT ROAD AND 1.5 FEET NORTH OF AN EAST-WEST FENCE.
 KH0818'
 KH0818'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED COMPUS NO. 4
 KH0818'1951, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KH0818'PROJECTS 4 INCHES.  IT IS 26 FEET SOUTH OF THE CENTER OF THE
 KH0818'EAST-WEST DIRT ROAD AND 2 FEET NORTH OF THE EAST-WEST FENCE.
 KH0818'
 KH0818'AZIMUTH MARK, A STANDARD DISK STAMPED COMPUS AZIMUTH 1935,
 KH0818'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KH0818'8 INCHES.  IT IS 30 FEET SOUTH OF THE CENTER OF A DIRT ROAD,
 KH0818'21 FEET EAST OF A T-FENCE CORNER POST, 1.5 FEET NORTH OF A
 KH0818'FENCE, 1.5 FEET NORTHEAST OF THE EAST GATE POST FOR A WIRE
 KH0818'GATE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 KH0818'
 KH0818'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST, SOUTH,
 KH0818'AND WEST ON A DIRT ROAD FOR 0.45 MILE TO A WIRE GATE, A
 KH0818'T-FENCE CORNER, AND THE AZIMUTH MARK ON THE LEFT.
 KH0818'
 KH0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 KH0818'NORTH-NORTHWEST OF HERNDON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0937 ***********************************************************************
 KF0937  DESIGNATION -  CONCORDIA
 KF0937  PID         -  KF0937
 KF0937  STATE/COUNTY-  KS/CLOUD
 KF0937  USGS QUAD   -  CONCORDIA (1980)
 KF0937
 KF0937                         *CURRENT SURVEY CONTROL
 KF0937  ___________________________________________________________________
 KF0937* NAD 83(1997)-  39 31 23.00666(N)    097 40 34.42528(W)     ADJUSTED  
 KF0937* NAVD 88     -       487.7    (meters)    1600.     (feet)  VERTCON   
 KF0937  ___________________________________________________________________
 KF0937  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 KF0937  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 KF0937
 KF0937  HORZ ORDER  -  SECOND
 KF0937
 KF0937.The horizontal coordinates were established by classical geodetic methods
 KF0937.and adjusted by the National Geodetic Survey in October 1998..
 KF0937
 KF0937.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0937
 KF0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0937
 KF0937.The geoid height was determined by GEOID03.
 KF0937
 KF0937;                    North         East     Units Scale Factor Converg.
 KF0937;SPC KS N     -   132,124.671   427,838.479   MT  0.99996812   +0 12 17.5
 KF0937;UTM  14      - 4,375,659.993   613,780.836   MT  0.99975939   +0 50 33.1
 KF0937
 KF0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0937!SPC KS N     -   0.99992773  x   0.99996812  =   0.99989585
 KF0937!UTM  14      -   0.99992773  x   0.99975939  =   0.99968713
 KF0937
 KF0937:                Primary Azimuth Mark                     Grid Az
 KF0937:SPC KS N     -  CONCORDIA HOSPITAL WATER TANK            002 31 50.6
 KF0937:UTM  14      -  CONCORDIA HOSPITAL WATER TANK            001 53 35.0
 KF0937
 KF0937|---------------------------------------------------------------------|
 KF0937| PID    Reference Object                     Distance      Geod. Az  |
 KF0937|                                                           dddmmss.s |
 KF0937| KF0938 CONCORDIA HOSPITAL WATER TANK       APPROX. 5.3 KM 0024408.1 |
 KF0937| KF0936 CONCORDIA MUNICIPAL STANDPIPE       APPROX. 5.1 KM 0113034.1 |
 KF0937| CN8995 CONCORDIA AZ MK                                    0661917.0 |
 KF0937| KF0865 AURORA MUNICIPAL TANK               APPROX.14.7 KM 1211959.3 |
 KF0937| KF0871 MAST RESET                          APPROX. 9.6 KM 1710852.9 |
 KF0937| KF0874 CONCORDIA ST POLICE RADIO TWR       APPROX. 5.5 KM 1722444.6 |
 KF0937| CN8997 CONCORDIA RM 2                       21.194 METERS 17942     |
 KF0937| CN8996 CONCORDIA RM 1                       15.696 METERS 35926     |
 KF0937|---------------------------------------------------------------------|
 KF0937
 KF0937                          SUPERSEDED SURVEY CONTROL
 KF0937
 KF0937  NAD 83(1997)-  39 31 23.01347(N)    097 40 34.42296(W) AD(       ) 2
 KF0937  NAD 83(1986)-  39 31 23.01491(N)    097 40 34.42348(W) AD(       ) 2
 KF0937  NAD 27      -  39 31 23.00800(N)    097 40 33.27900(W) AD(       ) 2
 KF0937  NGVD 29 (12/08/88)  487.6    (m)         1600.     (f) VERT ANG       
 KF0937
 KF0937.Superseded values are not recommended for survey control.
 KF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0937.See file dsdata.txt to determine how the superseded data were derived.
 KF0937
 KF0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1378175660(NAD 83)
 KF0937_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KF0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0937_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0937+STABILITY: SURFACE MOTION
 KF0937
 KF0937  HISTORY     - Date     Condition        Report By
 KF0937  HISTORY     - 1950     MONUMENTED       CGS
 KF0937  HISTORY     - 1987     GOOD             NOS
 KF0937
 KF0937                          STATION DESCRIPTION
 KF0937
 KF0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0937'THE STATION IS LOCATED ABOUT 3-3/4 MILES SOUTH AND 1.0 MILE WEST
 KF0937'OF CONCORDIA AND 1.0 MILE WEST OF U.S. HIGHWAY NO 81 ON THE WEST
 KF0937'SIDE OF SECTION LINE ROAD.  IT IS 15 FEET WEST OF THE CENTER
 KF0937'OF SECTION LINE ROAD, 6 FEET NORTH OF WITNESS POST AND 1 FOOT
 KF0937'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED CONCORDIA 1950
 KF0937'AND PROJECTS 2 INCHES.
 KF0937'
 KF0937'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 15 FEET WEST OF
 KF0937'THE CENTER OF SECTION LINE ROAD AND 1 FOOT EAST OF NORTH-SOUTH
 KF0937'FENCE LINE.  IT IS STAMPED CONCORDIA NO 1 1950 AND PROJECTS
 KF0937'2 INCHES.
 KF0937'
 KF0937'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 15 FEET WEST OF
 KF0937'THE CENTER OF SECTION LINE ROAD AND 1 FOOT EAST OF NORTH-SOUTH
 KF0937'FENCE LINE.  IT IS STAMPED CONCORDIA NO 2 1950 AND PROJECTS
 KF0937'2 INCHES.
 KF0937'
 KF0937'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 121.02 FEET.
 KF0937'
 KF0937'THE AZIMUTH MARK IS ABOUT 1.2 MILES NORTHEAST OF THE STATION,
 KF0937'60 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO 81, 10 FEET SOUTH
 KF0937'OF POWER LINE POLE AND 1-1/2 FEET SOUTH OF WITNESS POST, SET
 KF0937'UNDER NORTH-SOUTH FENCE LINE.  IT IS STAMPED CONCORDIA 1950
 KF0937'AND PROJECTS 2 INCHES.
 KF0937'
 KF0937'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 81
 KF0937'AND STATE ROUTES 9 AND 28 AT THE SOUTH END OF THE OVERPASS
 KF0937'IN CONCORDIA, GO SOUTH ON U.S. HIGHWAY NO 81 FOR 3.0 MILES TO
 KF0937'THE AZIMUTH MARK ON THE WEST SIDE AS DESCRIBED, CONTINUE SOUTH
 KF0937'FOR 0.3 MILE TO CROSSROAD, TURN RIGHT AND GO WEST ON SECTION
 KF0937'LINE ROAD FOR 1.15 MILES TO STATION ON THE RIGHT AS DESCRIBED.
 KF0937'
 KF0937'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KF0937
 KF0937                          STATION RECOVERY (1987)
 KF0937
 KF0937'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KF0937'THE STATION WAS RECOVERED AT THIS DATE.
 KF0937'THE STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2
 KF0937'HAS BEEN MOVED.  IT WAS APPARENTLY KNOCKED OUT BY FARM EQUIPMENT AND
 KF0937'SET IN A HOLE 30.30 METERS SOUTH OF THE STATION.  A SEARCH WAS MADE
 KF0937'FOR THE AZIMUTH MARK BUT IT WAS NOT RECOVERED.  THE MARK MIGHT BE
 KF0937'RECOVERABLE WITH AN EXTENSIVE SEARCH BUT IT PROBABLY WILL NOT BE
 KF0937'VISIBLE FROM THE STATION.
 KF0937'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION.
 KF0937'THE STATION IS 8 METERS(26.2 FT.) SOUTH OF THE CENTER OF A FIELD
 KF0937'ROAD, AND 0.40 METERS(1.3 FT.) EAST OF A WITNESS SIGN AND POST.
 KF0937'
 KF0937'RECOVERED BY J.D. SHEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0935 ***********************************************************************
 KF0935  DESIGNATION -  CONCORDIA MUNICIPAL TANK
 KF0935  PID         -  KF0935
 KF0935  STATE/COUNTY-  KS/CLOUD
 KF0935  USGS QUAD   -  CONCORDIA (1980)
 KF0935
 KF0935                         *CURRENT SURVEY CONTROL
 KF0935  ___________________________________________________________________
 KF0935* NAD 83(1997)-  39 33 49.11963(N)    097 40 01.80079(W)     ADJUSTED  
 KF0935* NAVD 88     -                                                        
 KF0935  ___________________________________________________________________
 KF0935  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 KF0935  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 KF0935
 KF0935  HORZ ORDER  -  THIRD
 KF0935
 KF0935.The horizontal coordinates were established by classical geodetic methods
 KF0935.and adjusted by the National Geodetic Survey in October 1998..
 KF0935
 KF0935
 KF0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0935
 KF0935.The geoid height was determined by GEOID03.
 KF0935
 KF0935;                    North         East     Units Scale Factor Converg.
 KF0935;SPC KS N     -   136,633.530   428,601.114   MT  0.99997173   +0 12 38.1
 KF0935;UTM  14      - 4,380,176.118   614,493.064   MT  0.99976139   +0 50 56.5
 KF0935
 KF0935                          SUPERSEDED SURVEY CONTROL
 KF0935
 KF0935  NAD 83(1997)-  39 33 49.12679(N)    097 40 01.79847(W) AD(       ) 4
 KF0935  NAD 83(1986)-  39 33 49.11763(N)    097 40 01.80206(W) AD(       ) 4
 KF0935  NAD 27      -  39 33 49.10600(N)    097 40 00.66100(W) AD(       ) 3
 KF0935
 KF0935.Superseded values are not recommended for survey control.
 KF0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0935.See file dsdata.txt to determine how the superseded data were derived.
 KF0935
 KF0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1449380176(NAD 83)
 KF0935_MARKER: 52 = STANDPIPE TANK
 KF0935
 KF0935  HISTORY     - Date     Condition        Report By
 KF0935  HISTORY     - 1963     FIRST OBSERVED   CGS
 KF0935  HISTORY     - 1987     GOOD             NOS
 KF0935  HISTORY     - 20050809 GOOD             GEOCAC
 KF0935
 KF0935                          STATION DESCRIPTION
 KF0935
 KF0935'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KF0935'THE STATION WAS RECOVERED AT THIS DATE.
 KF0935'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KF0935'
 KF0935'RECOVERED BY J.D.SHEA.
 KF0935
 KF0935                          STATION RECOVERY (2005)
 KF0935
 KF0935'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0935'A LARGE OVAL TANK WITH EIGHT LEGS, WEST OF THE T-INTERSECTION OF WEST
 KF0935'14TH ST AND REPUBLICAN ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0874 ***********************************************************************
 KF0874  DESIGNATION -  CONCORDIA ST POLICE RADIO TWR
 KF0874  PID         -  KF0874
 KF0874  STATE/COUNTY-  KS/CLOUD
 KF0874  USGS QUAD   -  AURORA NW (1965)
 KF0874
 KF0874                         *CURRENT SURVEY CONTROL
 KF0874  ___________________________________________________________________
 KF0874* NAD 83(1997)-  39 28 27.61010(N)    097 40 04.27821(W)     ADJUSTED  
 KF0874* NAVD 88     -                                                        
 KF0874  ___________________________________________________________________
 KF0874  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 KF0874  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 KF0874
 KF0874  HORZ ORDER  -  THIRD
 KF0874
 KF0874.The horizontal coordinates were established by classical geodetic methods
 KF0874.and adjusted by the National Geodetic Survey in October 1998..
 KF0874
 KF0874
 KF0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0874
 KF0874.The geoid height was determined by GEOID03.
 KF0874
 KF0874;                    North         East     Units Scale Factor Converg.
 KF0874;SPC KS N     -   126,718.219   428,578.346   MT  0.99996445   +0 12 36.6
 KF0874;UTM  14      - 4,370,263.214   614,580.621   MT  0.99976164   +0 50 49.1
 KF0874
 KF0874                          SUPERSEDED SURVEY CONTROL
 KF0874
 KF0874  NAD 83(1986)-  39 28 27.61842(N)    097 40 04.27649(W) AD(       ) 4
 KF0874  NAD 27      -  39 28 27.60800(N)    097 40 03.13800(W) AD(       ) 3
 KF0874
 KF0874.Superseded values are not recommended for survey control.
 KF0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0874.See file dsdata.txt to determine how the superseded data were derived.
 KF0874
 KF0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1458170263(NAD 83)
 KF0874_MARKER: 43 = RADIO/TV TOWER
 KF0874
 KF0874  HISTORY     - Date     Condition        Report By
 KF0874  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0874
 KF0874                          STATION DESCRIPTION
 KF0874
 KF0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0874'THE STATION IS LOCATED ABOUT 6.9 MILES SOUTH OF CONCORDIA ON THE
 KF0874'WEST SIDE OF U.S. HIGHWAY NO. 81 AND IS THE STATE HIGHWAY POLICE
 KF0874'RELAY RADIO TOWER.  IT IS A ALL STEEL STRUCTURE PAINTED ALTERNATE
 KF0874'SECTIONS OF RED AND WHITE AND IS ABOUT 200 FEET HIGH.  THE POINT
 KF0874'OBSERVED UPON WAS THE TOP OF THE RADIO TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0864 ***********************************************************************
 HF0864  DESIGNATION -  CONWAY
 HF0864  PID         -  HF0864
 HF0864  STATE/COUNTY-  KS/SUMNER
 HF0864  USGS QUAD   -  MILAN (1981)
 HF0864
 HF0864                         *CURRENT SURVEY CONTROL
 HF0864  ___________________________________________________________________
 HF0864* NAD 83(1997)-  37 21 32.35293(N)    097 38 21.83439(W)     ADJUSTED  
 HF0864* NAVD 88     -       416.911  (meters)    1367.82   (feet)  ADJUSTED  
 HF0864  ___________________________________________________________________
 HF0864  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 HF0864  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HF0864  DYNAMIC HT  -         416.567 (meters)    1366.69  (feet)  COMP
 HF0864  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 HF0864
 HF0864  HORZ ORDER  -  SECOND
 HF0864  VERT ORDER  -  SECOND    CLASS 0
 HF0864
 HF0864.The horizontal coordinates were established by classical geodetic methods
 HF0864.and adjusted by the National Geodetic Survey in October 1998..
 HF0864
 HF0864.The orthometric height was determined by differential leveling
 HF0864.and adjusted by the National Geodetic Survey in June 1991..
 HF0864
 HF0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0864
 HF0864.The geoid height was determined by GEOID03.
 HF0864
 HF0864.The dynamic height is computed by dividing the NAVD 88
 HF0864.geopotential number by the normal gravity value computed on the
 HF0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0864.degrees latitude (g = 980.6199 gals.).
 HF0864
 HF0864.The modeled gravity was interpolated from observed gravity values.
 HF0864
 HF0864;                    North         East     Units Scale Factor Converg.
 HF0864;SPC KS S     -   477,189.141   476,239.581   MT  0.99998313   +0 31 43.9
 HF0864;UTM  14      - 4,135,565.397   620,492.480   MT  0.99977884   +0 49 32.6
 HF0864
 HF0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0864!SPC KS S     -   0.99993908  x   0.99998313  =   0.99992221
 HF0864!UTM  14      -   0.99993908  x   0.99977884  =   0.99971793
 HF0864
 HF0864:                Primary Azimuth Mark                     Grid Az
 HF0864:SPC KS S     -  CONWAY SPRINGS SMALL ELEVATOR            007 53 40.5
 HF0864:UTM  14      -  CONWAY SPRINGS SMALL ELEVATOR            007 35 51.8
 HF0864
 HF0864|---------------------------------------------------------------------|
 HF0864| PID    Reference Object                     Distance      Geod. Az  |
 HF0864|                                                           dddmmss.s |
 HF0864| HF1376 CONWAY SPRINGS SMALL ELEVATOR       APPROX. 3.2 KM 0082524.4 |
 HF0864| HF0863 CONWAY RM 2                          20.434 METERS 09016     |
 HF0864| HF1370 MAYFIELD FARMERS COOP ELEVATOR      APPROX.11.8 KM 1571121.3 |
 HF0864| CL4960 CONWAY AZ MK                                       1791521.2 |
 HF0864| HF1379 CONWAY SPRINGS MUNICIPAL TANK       APPROX. 3.6 KM 3593714.7 |
 HF0864| HF1380 CONWAY SPRINGS LARGE ELEVATOR       APPROX. 3.3 KM 3594635.1 |
 HF0864| HF0865 CONWAY RM 1                           7.550 METERS 35958     |
 HF0864|---------------------------------------------------------------------|
 HF0864
 HF0864                          SUPERSEDED SURVEY CONTROL
 HF0864
 HF0864  NAD 83(1997)-  37 21 32.35789(N)    097 38 21.83337(W) AD(       ) 2
 HF0864  NAD 83(1986)-  37 21 32.36237(N)    097 38 21.82881(W) AD(       ) 2
 HF0864  NAD 27      -  37 21 32.29299(N)    097 38 20.64149(W) AD(       ) 2
 HF0864  NGVD 29 (??/??/92)  416.783  (m)         1367.40   (f) ADJ UNCH    2 0
 HF0864
 HF0864.Superseded values are not recommended for survey control.
 HF0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0864.See file dsdata.txt to determine how the superseded data were derived.
 HF0864
 HF0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2049235565(NAD 83)
 HF0864_MARKER: DS = TRIANGULATION STATION DISK
 HF0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0864_STAMPING: CONWAY 1957
 HF0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0864+STABILITY: SURFACE MOTION
 HF0864
 HF0864  HISTORY     - Date     Condition        Report By
 HF0864  HISTORY     - 1957     MONUMENTED       CGS
 HF0864  HISTORY     - 1962     GOOD             CGS
 HF0864  HISTORY     - 1962     GOOD             NGS
 HF0864
 HF0864                          STATION DESCRIPTION
 HF0864
 HF0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF0864'THE STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 49,
 HF0864'AIRLINE ABOUT 2 MILES SOUTH OF CONWAY SPRINGS, 8 MILES NORTHWEST
 HF0864'OF MAYFIELD, AND 9 MILES NORTHEAST OF ARGONIA.
 HF0864'
 HF0864'TO REACH THE STATION FROM THE POST OFFICE IN CONWAY SPRINGS
 HF0864'GO SOUTH ON STATE HIGHWAY 49 FOR 2.1 MILES TO A CROSS ROAD AND
 HF0864'THE STATION ON THE RIGHT.
 HF0864'
 HF0864'THE STATION MARK IS A STANDARD DISK STAMPED CONWAY 1957
 HF0864'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HF0864'4 INCHES ABOVE THE GROUND.  IT IS 3 FEET EAST OF A WITNESS
 HF0864'POST SET IN A FENCE LINE, 13 FEET NORTH OF A GUYED POWERLINE
 HF0864'POLE, 34 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 HF0864'115 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST DIRT ROAD.
 HF0864'
 HF0864'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CONWAY
 HF0864'NO 1 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 HF0864'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 3 FEET
 HF0864'EAST OF A FENCE LINE, 34 FEET WEST OF THE CENTERLINE OF THE
 HF0864'HIGHWAY, AND THE SAME ELEVATION AS THE STATION.
 HF0864'
 HF0864'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CONWAY
 HF0864'NO 2 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 HF0864'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 32 FEET EAST
 HF0864'OF THE CENTERLINE OF THE HIGHWAY AND THE SAME ELEVATION AS
 HF0864'THE STATION.
 HF0864'
 HF0864'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY
 HF0864'49 AND IS A STANDARD DISK STAMPED CONWAY 1957 SET IN THE
 HF0864'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 HF0864'ABOVE THE GROUND.  IT IS 34 FEET WEST OF THE CENTERLINE OF
 HF0864'THE HIGHWAY AND 3 FEET NORTHWEST OF A GUYED POWERLINE POLE
 HF0864'WITH A TRANSFORMER ON IT.
 HF0864'
 HF0864'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 HF0864'HIGHWAY 49 FOR 0.5 MILE TO A GUYED POWERLINE POLE AND THE
 HF0864'AZIMUTH MARK ON THE RIGHT.
 HF0864
 HF0864                          STATION RECOVERY (1962)
 HF0864
 HF0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0864'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION
 HF0864'TO THE AZIMUTH MARK WAS VERIFIED.  THE DISTANCE AND DIRECTION
 HF0864'TO REFERENCE MARK NO. 2 WAS VERIFIED.  THE DISTANCE TO
 HF0864'REFERENCE MARK NO. 1 MISSED THE 1957 DISTANCE BY 0.008
 HF0864'METERS AND THE DIRECTION TO REFERENCE MARK NO. 1 MISSED
 HF0864'THE 1957 DIRECTION BY 8 MINUTES AND 33 SECONDS.  THE DESCRIPTION
 HF0864'IS ENTIRELY ADEQUATE.
 HF0864'
 HF0864'NOTE- A METAL WITNESS POST WAS SET BY THIS PARTY, 4.1 FEET
 HF0864'SOUTHWEST OF THE STATION MARK.
 HF0864'
 HF0864'REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0864
 HF0864                          STATION RECOVERY (1962)
 HF0864
 HF0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0864'2.4 MI S FROM CONWAY SPRINGS.
 HF0864'0.1 EAST OF POST OFFICE AT CONWAY SPRINGS, THENCE 2.3 MILES SOUTH
 HF0864'ALONG STATE HIGHWAY 49, 143 FEET NORTHWEST OF THE INTERSECTION OF
 HF0864'STATE HIGHWAY AND EAST AND WEST GRAVEL ROAD, 34.1 FEET WEST OF THE
 HF0864'CENTERLINE OF STATE HIGHWAY 49, 12.6 FEET NORTH OF A POWER POLE,
 HF0864'4.0 FEET NORTHEAST OF A METAL WITNESS POST, 3.3 FEET EAST OF A
 HF0864'FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 HF0864'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0862 ***********************************************************************
 HF0862  DESIGNATION -  CONWAY AZ MK
 HF0862  PID         -  HF0862
 HF0862  STATE/COUNTY-  KS/SUMNER
 HF0862  USGS QUAD   -  MILAN (1981)
 HF0862
 HF0862                         *CURRENT SURVEY CONTROL
 HF0862  ___________________________________________________________________
 HF0862* NAD 83(1986)-  37 21 00.     (N)    097 38 21.     (W)     SCALED    
 HF0862* NAVD 88     -       414.323  (meters)    1359.32   (feet)  ADJUSTED  
 HF0862  ___________________________________________________________________
 HF0862  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HF0862  DYNAMIC HT  -         413.981 (meters)    1358.20  (feet)  COMP
 HF0862  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 HF0862
 HF0862  VERT ORDER  -  SECOND    CLASS 0
 HF0862
 HF0862.The horizontal coordinates were scaled from a topographic map and have
 HF0862.an estimated accuracy of +/- 6 seconds.
 HF0862
 HF0862.The orthometric height was determined by differential leveling
 HF0862.and adjusted by the National Geodetic Survey in June 1991..
 HF0862
 HF0862.The geoid height was determined by GEOID03.
 HF0862
 HF0862.The dynamic height is computed by dividing the NAVD 88
 HF0862.geopotential number by the normal gravity value computed on the
 HF0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0862.degrees latitude (g = 980.6199 gals.).
 HF0862
 HF0862.The modeled gravity was interpolated from observed gravity values.
 HF0862
 HF0862;                    North         East    Units  Estimated Accuracy
 HF0862;SPC KS S     -   476,190.      476,270.      MT  (+/- 180 meters Scaled)
 HF0862
 HF0862                          SUPERSEDED SURVEY CONTROL
 HF0862
 HF0862  NGVD 29 (??/??/92)  414.195  (m)         1358.90   (f) ADJ UNCH    2 0
 HF0862
 HF0862.Superseded values are not recommended for survey control.
 HF0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0862.See file dsdata.txt to determine how the superseded data were derived.
 HF0862
 HF0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG205345(NAD 83)
 HF0862_MARKER: DZ = AZIMUTH MARK DISK
 HF0862_SETTING: 0 = UNSPECIFIED SETTING
 HF0862_STAMPING: CONWAY 1957
 HF0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0862
 HF0862  HISTORY     - Date     Condition        Report By
 HF0862  HISTORY     - 1957     MONUMENTED       CGS
 HF0862  HISTORY     - 1962     GOOD             NGS
 HF0862
 HF0862                          STATION DESCRIPTION
 HF0862
 HF0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0862'3 MI S FROM CONWAY SPRINGS.
 HF0862'0.1 MILE EAST FROM THE POST OFFICE AT CONWAY SPRINGS, THENCE 2.9
 HF0862'MILE SOUTH ALONG STATE HIGHWAY 49, 34.0 FEET WEST OF THE CENTERLINE
 HF0862'OF STATE HIGHWAY 49, 3.0 FEET NORTH OF A POWER LINE POLE, AND
 HF0862'SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0865 ***********************************************************************
 HF0865  DESIGNATION -  CONWAY RM 1
 HF0865  PID         -  HF0865
 HF0865  STATE/COUNTY-  KS/SUMNER
 HF0865  USGS QUAD   -  MILAN (1981)
 HF0865
 HF0865                         *CURRENT SURVEY CONTROL
 HF0865  ___________________________________________________________________
 HF0865* NAD 83(1986)-  37 21 32.     (N)    097 38 21.     (W)     SCALED    
 HF0865* NAVD 88     -       417.114  (meters)    1368.48   (feet)  ADJUSTED  
 HF0865  ___________________________________________________________________
 HF0865  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HF0865  DYNAMIC HT  -         416.770 (meters)    1367.35  (feet)  COMP
 HF0865  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 HF0865
 HF0865  VERT ORDER  -  SECOND    CLASS 0
 HF0865
 HF0865.The horizontal coordinates were scaled from a topographic map and have
 HF0865.an estimated accuracy of +/- 6 seconds.
 HF0865
 HF0865.The orthometric height was determined by differential leveling
 HF0865.and adjusted by the National Geodetic Survey in June 1991..
 HF0865
 HF0865.The geoid height was determined by GEOID03.
 HF0865
 HF0865.The dynamic height is computed by dividing the NAVD 88
 HF0865.geopotential number by the normal gravity value computed on the
 HF0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0865.degrees latitude (g = 980.6199 gals.).
 HF0865
 HF0865.The modeled gravity was interpolated from observed gravity values.
 HF0865
 HF0865;                    North         East    Units  Estimated Accuracy
 HF0865;SPC KS S     -   477,180.      476,260.      MT  (+/- 180 meters Scaled)
 HF0865
 HF0865                          SUPERSEDED SURVEY CONTROL
 HF0865
 HF0865  NGVD 29 (??/??/92)  416.986  (m)         1368.06   (f) ADJ UNCH    2 0
 HF0865
 HF0865.Superseded values are not recommended for survey control.
 HF0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0865.See file dsdata.txt to determine how the superseded data were derived.
 HF0865
 HF0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG205355(NAD 83)
 HF0865_MARKER: DR = REFERENCE MARK DISK
 HF0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0865_STAMPING: CONWAY NO 1 1957
 HF0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0865+STABILITY: SURFACE MOTION
 HF0865
 HF0865  HISTORY     - Date     Condition        Report By
 HF0865  HISTORY     - 1957     MONUMENTED       CGS
 HF0865  HISTORY     - 1962     GOOD             NGS
 HF0865
 HF0865                          STATION DESCRIPTION
 HF0865
 HF0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0865'2.4 MI S FROM CONWAY SPRINGS.
 HF0865'0.1 MILE EAST OF THE POST OFFICE AT CONWAY SPRINGS, THENCE 2.3
 HF0865'MILES SOUTH ALONG STATE HIGHWAY 49, 34.3 FEET WEST OF CENTERLINE
 HF0865'OF STATE HIGHWAY 49, 24.8 FEET NORTH OF TRIANGULATION STATION
 HF0865'CONWAY 1957, 1.7 FEET EAST OF A FENCE LINE, 1.2 FEET SOUTH OF
 HF0865'A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0865'PROJECTS 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0863 ***********************************************************************
 HF0863  DESIGNATION -  CONWAY RM 2
 HF0863  PID         -  HF0863
 HF0863  STATE/COUNTY-  KS/SUMNER
 HF0863  USGS QUAD   -  MILAN (1981)
 HF0863
 HF0863                         *CURRENT SURVEY CONTROL
 HF0863  ___________________________________________________________________
 HF0863* NAD 83(1986)-  37 21 32.     (N)    097 38 21.     (W)     SCALED    
 HF0863* NAVD 88     -       417.239  (meters)    1368.89   (feet)  ADJUSTED  
 HF0863  ___________________________________________________________________
 HF0863  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HF0863  DYNAMIC HT  -         416.895 (meters)    1367.76  (feet)  COMP
 HF0863  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 HF0863
 HF0863  VERT ORDER  -  SECOND    CLASS 0
 HF0863
 HF0863.The horizontal coordinates were scaled from a topographic map and have
 HF0863.an estimated accuracy of +/- 6 seconds.
 HF0863
 HF0863.The orthometric height was determined by differential leveling
 HF0863.and adjusted by the National Geodetic Survey in June 1991..
 HF0863
 HF0863.The geoid height was determined by GEOID03.
 HF0863
 HF0863.The dynamic height is computed by dividing the NAVD 88
 HF0863.geopotential number by the normal gravity value computed on the
 HF0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0863.degrees latitude (g = 980.6199 gals.).
 HF0863
 HF0863.The modeled gravity was interpolated from observed gravity values.
 HF0863
 HF0863;                    North         East    Units  Estimated Accuracy
 HF0863;SPC KS S     -   477,180.      476,260.      MT  (+/- 180 meters Scaled)
 HF0863
 HF0863                          SUPERSEDED SURVEY CONTROL
 HF0863
 HF0863  NGVD 29 (??/??/92)  417.111  (m)         1368.47   (f) ADJ UNCH    2 0
 HF0863
 HF0863.Superseded values are not recommended for survey control.
 HF0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0863.See file dsdata.txt to determine how the superseded data were derived.
 HF0863
 HF0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG205355(NAD 83)
 HF0863_MARKER: DR = REFERENCE MARK DISK
 HF0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0863_STAMPING: CONWAY NO 2 1957
 HF0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0863+STABILITY: SURFACE MOTION
 HF0863
 HF0863  HISTORY     - Date     Condition        Report By
 HF0863  HISTORY     - 1957     MONUMENTED       CGS
 HF0863  HISTORY     - 1962     GOOD             NGS
 HF0863
 HF0863                          STATION DESCRIPTION
 HF0863
 HF0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0863'2.4 MI S FROM CONWAY SPRINGS.
 HF0863'0.1 MILE EAST OF THE POST OFFICE AT CONWAY SPRINGS, THENCE 2.3
 HF0863'MILES SOUTH ALONG STATE HIGHWAY 49, 67.0 FEET EAST OF AND ACROSS
 HF0863'THE HIGHWAY FROM TRIANGULATION STATION CONWAY 1957, 33.6 FEET
 HF0863'EAST OF THE CENTERLINE OF STATE HIGHWAY 49, 18 FEET NORTH OF
 HF0863'A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF0863'0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1380 ***********************************************************************
 HF1380  DESIGNATION -  CONWAY SPRINGS LARGE ELEVATOR
 HF1380  PID         -  HF1380
 HF1380  STATE/COUNTY-  KS/SUMNER
 HF1380  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF1380
 HF1380                         *CURRENT SURVEY CONTROL
 HF1380  ___________________________________________________________________
 HF1380* NAD 83(1997)-  37 23 20.73046(N)    097 38 22.36444(W)     ADJUSTED  
 HF1380* NAVD 88     -                                                        
 HF1380  ___________________________________________________________________
 HF1380  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HF1380  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HF1380
 HF1380  HORZ ORDER  -  THIRD
 HF1380
 HF1380.The horizontal coordinates were established by classical geodetic methods
 HF1380.and adjusted by the National Geodetic Survey in October 1998..
 HF1380
 HF1380
 HF1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1380
 HF1380.The geoid height was determined by GEOID03.
 HF1380
 HF1380;                    North         East     Units Scale Factor Converg.
 HF1380;SPC KS S     -   480,529.992   476,195.704   MT  0.99997819   +0 31 43.6
 HF1380;UTM  14      - 4,138,905.302   620,431.290   MT  0.99977866   +0 49 34.3
 HF1380
 HF1380                          SUPERSEDED SURVEY CONTROL
 HF1380
 HF1380  NAD 83(1997)-  37 23 20.73553(N)    097 38 22.36328(W) AD(       ) 4
 HF1380  NAD 83(1986)-  37 23 20.74004(N)    097 38 22.35904(W) AD(       ) 4
 HF1380  NAD 27      -  37 23 20.67258(N)    097 38 21.16762(W) AD(       ) 3
 HF1380
 HF1380.Superseded values are not recommended for survey control.
 HF1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1380.See file dsdata.txt to determine how the superseded data were derived.
 HF1380
 HF1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2043138905(NAD 83)
 HF1380_MARKER: 65 = GRAIN ELEVATOR
 HF1380
 HF1380  HISTORY     - Date     Condition        Report By
 HF1380  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1380
 HF1380                          STATION DESCRIPTION
 HF1380
 HF1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1380'THE STATION IS LOCATED IN THE TOWN OF CONWAY SPRINGS NEAR THE
 HF1380'MUNICIPAL WATER TANK.
 HF1380'
 HF1380'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE ABOUT 120 FEET TO THE
 HF1380'TOP OF THE TANKS WITH ABOUT A 30 FOOT HEADHOUSE ON TOP.  THE
 HF1380'CENTER OF THE HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1379 ***********************************************************************
 HF1379  DESIGNATION -  CONWAY SPRINGS MUNICIPAL TANK
 HF1379  PID         -  HF1379
 HF1379  STATE/COUNTY-  KS/SUMNER
 HF1379  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF1379
 HF1379                         *CURRENT SURVEY CONTROL
 HF1379  ___________________________________________________________________
 HF1379* NAD 83(1997)-  37 23 28.70970(N)    097 38 22.79965(W)     ADJUSTED  
 HF1379* NAVD 88     -                                                        
 HF1379  ___________________________________________________________________
 HF1379  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HF1379  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HF1379
 HF1379  HORZ ORDER  -  THIRD
 HF1379
 HF1379.The horizontal coordinates were established by classical geodetic methods
 HF1379.and adjusted by the National Geodetic Survey in October 1998..
 HF1379
 HF1379
 HF1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1379
 HF1379.The geoid height was determined by GEOID03.
 HF1379
 HF1379;                    North         East     Units Scale Factor Converg.
 HF1379;SPC KS S     -   480,775.871   476,182.729   MT  0.99997783   +0 31 43.3
 HF1379;UTM  14      - 4,139,151.061   620,417.042   MT  0.99977861   +0 49 34.2
 HF1379
 HF1379                          SUPERSEDED SURVEY CONTROL
 HF1379
 HF1379  NAD 83(1997)-  37 23 28.71493(N)    097 38 22.79858(W) AD(       ) 4
 HF1379  NAD 83(1986)-  37 23 28.71920(N)    097 38 22.79433(W) AD(       ) 4
 HF1379  NAD 27      -  37 23 28.65003(N)    097 38 21.60717(W) AD(       ) 3
 HF1379
 HF1379.Superseded values are not recommended for survey control.
 HF1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1379.See file dsdata.txt to determine how the superseded data were derived.
 HF1379
 HF1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2041739151(NAD 83)
 HF1379_MARKER: 53 = ELEVATED TANK
 HF1379
 HF1379  HISTORY     - Date     Condition        Report By
 HF1379  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1379  HISTORY     - 1962     GOOD             CGS
 HF1379
 HF1379                          STATION DESCRIPTION
 HF1379
 HF1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1379'THE STATION IS LOCATED IN THE TOWN OF CONWAY SPRINGS.
 HF1379'
 HF1379'THE TANK IS A LARGE STEEL TANK, PAINTED SILVER, MOUNTED ON A
 HF1379'FOUR LEGGED STEEL STRUCTURE AND IS ABOUT 120 FEET HIGH.
 HF1379'THE APEX OF THE ROOF WAS INTERSECTED.
 HF1379
 HF1379                          STATION RECOVERY (1962)
 HF1379
 HF1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1379'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1376 ***********************************************************************
 HF1376  DESIGNATION -  CONWAY SPRINGS SMALL ELEVATOR
 HF1376  PID         -  HF1376
 HF1376  STATE/COUNTY-  KS/SUMNER
 HF1376  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF1376
 HF1376                         *CURRENT SURVEY CONTROL
 HF1376  ___________________________________________________________________
 HF1376* NAD 83(1997)-  37 23 16.35189(N)    097 38 02.53334(W)     ADJUSTED  
 HF1376* NAVD 88     -                                                        
 HF1376  ___________________________________________________________________
 HF1376  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HF1376  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HF1376
 HF1376  HORZ ORDER  -  THIRD
 HF1376
 HF1376.The horizontal coordinates were established by classical geodetic methods
 HF1376.and adjusted by the National Geodetic Survey in October 1998..
 HF1376
 HF1376
 HF1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1376
 HF1376.The geoid height was determined by GEOID03.
 HF1376
 HF1376;                    North         East     Units Scale Factor Converg.
 HF1376;SPC KS S     -   480,399.530   476,684.749   MT  0.99997838   +0 31 55.8
 HF1376;UTM  14      - 4,138,777.405   620,920.908   MT  0.99978011   +0 49 46.3
 HF1376
 HF1376                          SUPERSEDED SURVEY CONTROL
 HF1376
 HF1376  NAD 83(1997)-  37 23 16.35709(N)    097 38 02.53223(W) AD(       ) 4
 HF1376  NAD 83(1986)-  37 23 16.36148(N)    097 38 02.52799(W) AD(       ) 4
 HF1376  NAD 27      -  37 23 16.29222(N)    097 38 01.34127(W) AD(       ) 3
 HF1376
 HF1376.Superseded values are not recommended for survey control.
 HF1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1376.See file dsdata.txt to determine how the superseded data were derived.
 HF1376
 HF1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2092138777(NAD 83)
 HF1376_MARKER: 65 = GRAIN ELEVATOR
 HF1376
 HF1376  HISTORY     - Date     Condition        Report By
 HF1376  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1376  HISTORY     - 1962     GOOD             CGS
 HF1376
 HF1376                          STATION DESCRIPTION
 HF1376
 HF1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1376'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF CONWAY SPRINGS.
 HF1376'
 HF1376'THE ELEVATOR IS A RATHER SMALL CONCRETE ELEVATOR ABOUT 100
 HF1376'FEET TO THE TOP OF THE TANKS WITH ABOUT A 25 FOOT HEADHOUSE
 HF1376'ON TOP.  THE CENTER OF THE HEADHOUSE WAS INTERSECTED.
 HF1376
 HF1376                          STATION RECOVERY (1962)
 HF1376
 HF1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1376'THE STATION WAS RECOVERED AS DESCRIBED.  THE POINT INTERSECTED BY
 HF1376'THIS PARTY WAS THE VENTILATOR ATOP THE HEADHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0751 ***********************************************************************
 HE0751  DESIGNATION -  COOK
 HE0751  PID         -  HE0751
 HE0751  STATE/COUNTY-  KS/LABETTE
 HE0751  USGS QUAD   -  BARTLETT (1974)
 HE0751
 HE0751                         *CURRENT SURVEY CONTROL
 HE0751  ___________________________________________________________________
 HE0751* NAD 83(1997)-  37 01 58.38138(N)    095 09 24.93659(W)     ADJUSTED  
 HE0751* NAVD 88     -       288.0    (meters)     945.     (feet)  VERTCON   
 HE0751  ___________________________________________________________________
 HE0751  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 HE0751  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HE0751
 HE0751  HORZ ORDER  -  SECOND
 HE0751
 HE0751.The horizontal coordinates were established by classical geodetic methods
 HE0751.and adjusted by the National Geodetic Survey in October 1998..
 HE0751
 HE0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0751
 HE0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0751
 HE0751.The geoid height was determined by GEOID03.
 HE0751
 HE0751;                    North         East     Units Scale Factor Converg.
 HE0751;SPC KS S     -   445,977.672   697,396.715   MT  1.00005417   +2 03 15.9
 HE0751;SPC OK N     -   229,271.384   852,936.551   MT  1.00005942   +1 40 40.2
 HE0751;SPC OK N     -   752,201.20  2,798,342.67   sFT  1.00005942   +1 40 40.2
 HE0751;UTM  15      - 4,100,695.702   308,155.254   MT  1.00005341   -1 17 58.0
 HE0751
 HE0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0751!SPC KS S     -   0.99995945  x   1.00005417  =   1.00001362
 HE0751!SPC OK N     -   0.99995945  x   1.00005942  =   1.00001887
 HE0751!UTM  15      -   0.99995945  x   1.00005341  =   1.00001286
 HE0751
 HE0751|---------------------------------------------------------------------|
 HE0751| PID    Reference Object                     Distance      Geod. Az  |
 HE0751|                                                           dddmmss.s |
 HE0751| AI1628 COOK RM 1                            15.691 METERS 00223     |
 HE0751| HE0748 CHETOPA MUNICIPAL TANK              APPROX. 5.4 KM 0823430.9 |
 HE0751| AI1629 COOK RM 2                            21.414 METERS 09440     |
 HE0751| HE0747 OAK                                 APPROX. 7.1 KM 0964533.3 |
 HE0751|---------------------------------------------------------------------|
 HE0751
 HE0751                          SUPERSEDED SURVEY CONTROL
 HE0751
 HE0751  NAD 83(1997)-  37 01 58.38491(N)    095 09 24.93705(W) AD(       ) 2
 HE0751  NAD 83(1986)-  37 01 58.39821(N)    095 09 24.92496(W) AD(       ) 2
 HE0751  NAD 27      -  37 01 58.14050(N)    095 09 24.05959(W) AD(       ) 2
 HE0751  NGVD 29 (07/19/86)  287.9    (m)          945.     (f) VERT ANG       
 HE0751
 HE0751.Superseded values are not recommended for survey control.
 HE0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0751.See file dsdata.txt to determine how the superseded data were derived.
 HE0751
 HE0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0815500696(NAD 83)
 HE0751_MARKER: DS = TRIANGULATION STATION DISK
 HE0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0751_MARK LOGO: CGS   
 HE0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0751
 HE0751  HISTORY     - Date     Condition        Report By
 HE0751  HISTORY     - 1966     MONUMENTED       CGS
 HE0751  HISTORY     - 19850115 GOOD             NGS
 HE0751
 HE0751                          STATION DESCRIPTION
 HE0751
 HE0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0751'THE STATION IS ABOUT 9-1/2 MILES SOUTH-SOUTHWEST OF OSWEGO,
 HE0751'3-3/4 MILES WEST OF CHETOPA AND 3-1/2 MILES EAST-SOUTHEAST
 HE0751'OF BARTLETT, ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST SECTION
 HE0751'LINE ROAD.
 HE0751'
 HE0751'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 166
 HE0751'AND STATE HIGHWAY 134 ABOUT 1/2 MILE SOUTH OF BARTLETT, GO
 HE0751'EAST ON HIGHWAY 166 FOR 2.9 MILES TO A SIDE ROAD RIGHT.
 HE0751'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO
 HE0751'A CROSSROAD.  TURN LEFT AND GO EAST ON GRAVELED ROAD FOR
 HE0751'0.1 MILE TO A GATE INTO PASTURE AND THE STATION ON THE RIGHT.
 HE0751'
 HE0751'STATION MARK IS A STANDARD DISK, STAMPED COOK 1964, SET
 HE0751'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 HE0751'WITH THE GROUND.  IT IS 22 FEET SOUTH OF THE CENTERLINE
 HE0751'OF A GRAVELED ROAD, 6.5 FEET NORTH OF A WITNESS POST AND
 HE0751'6 FEET NORTH OF A FENCE AND 18 FEET WEST-NORTHWEST OF THE
 HE0751'WEST GATE POST OF A WIRE GATE.
 HE0751'
 HE0751'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COOK NO 1 1964,
 HE0751'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS
 HE0751'FLUSH WITH THE GROUND.  IT IS 30 FEET NORTH OF THE GRAVELED
 HE0751'ROAD, 4 FEET SOUTH OF A FENCE AND ABOUT THE SAME ELEVATION
 HE0751'AS THE STATION.
 HE0751'
 HE0751'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COOK NO 2 1964,
 HE0751'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS
 HE0751'FLUSH WITH THE GROUND.  IT IS 38 FEET EAST OF THE EAST GATE
 HE0751'POST OF A WIRE GATE, 27 FEET SOUTH OF THE CENTERLINE OF
 HE0751'THE GRAVELED ROAD, 1.3 FEET NORTH OF A FENCE AND ABOUT THE
 HE0751'SAME ELEVATION AS THE STATION.
 HE0751'
 HE0751'ALL OBJECTS VISIBLE AT 30 FEET.
 HE0751'
 HE0751'NOTE- TRIANGULATION STATION TURKEY 1958 WILL SERVE AS AN
 HE0751'AZIMUTH MARK.
 HE0751
 HE0751                          STATION RECOVERY (1985)
 HE0751
 HE0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 HE0751'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 HE0751'GOOD CONDITION.  STATION---TURKEY 1958---, WHICH HAD SERVED AS THE
 HE0751'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION BUT IS NO LONGER GROUND
 HE0751'VISIBLE BECAUSE OF TREES.  AZIMUTH MARK--TURKEY 1958 AZ MK 2--WILL NOW
 HE0751'SERVE AS THE AZIMUTH MARK.  THE DISTANCES AND DIRECTIONS TO THE
 HE0751'REFERENCE MARKS AGREED WITH 1966 DATA.  THE 1966 DESCRIPTION IS
 HE0751'ADEQUATE FOR RECOVERY PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0729 ***********************************************************************
 JJ0729  DESIGNATION -  COOLIDGE
 JJ0729  PID         -  JJ0729
 JJ0729  STATE/COUNTY-  KS/HAMILTON
 JJ0729  USGS QUAD   -  HOLLY EAST (1978)
 JJ0729
 JJ0729                         *CURRENT SURVEY CONTROL
 JJ0729  ___________________________________________________________________
 JJ0729* NAD 83(1997)-  38 03 09.94715(N)    102 01 06.69637(W)     ADJUSTED  
 JJ0729* NAVD 88     -      1046.816  (meters)    3434.43   (feet)  ADJUSTED  
 JJ0729  ___________________________________________________________________
 JJ0729  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JJ0729  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 JJ0729  DYNAMIC HT  -        1045.843 (meters)    3431.24  (feet)  COMP
 JJ0729  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 JJ0729
 JJ0729  HORZ ORDER  -  FIRST
 JJ0729  VERT ORDER  -  FIRST     CLASS II
 JJ0729
 JJ0729.The horizontal coordinates were established by classical geodetic methods
 JJ0729.and adjusted by the National Geodetic Survey in October 1998..
 JJ0729
 JJ0729.The orthometric height was determined by differential leveling
 JJ0729.and adjusted by the National Geodetic Survey in June 1991..
 JJ0729
 JJ0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0729
 JJ0729.The geoid height was determined by GEOID03.
 JJ0729
 JJ0729.The dynamic height is computed by dividing the NAVD 88
 JJ0729.geopotential number by the normal gravity value computed on the
 JJ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0729.degrees latitude (g = 980.6199 gals.).
 JJ0729
 JJ0729.The modeled gravity was interpolated from observed gravity values.
 JJ0729
 JJ0729;                    North         East     Units Scale Factor Converg.
 JJ0729;SPC KS S     -   559,662.267    91,272.913   MT  0.99993869   -2 09 44.0
 JJ0729;SPC CO S     -   464,329.694 1,219,883.767   MT  0.99995265   +2 08 07.7
 JJ0729;SPC CO S     - 1,523,388.34  4,002,235.33   sFT  0.99995265   +2 08 07.7
 JJ0729;UTM  13      - 4,215,866.824   761,606.341   MT  1.00044298   +1 50 19.6
 JJ0729;UTM  14      - 4,215,971.874   235,141.710   MT  1.00046407   -1 51 42.0
 JJ0729
 JJ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0729!SPC KS S     -   0.99983954  x   0.99993869  =   0.99977824
 JJ0729!SPC CO S     -   0.99983954  x   0.99995265  =   0.99979220
 JJ0729!UTM  13      -   0.99983954  x   1.00044298  =   1.00028245
 JJ0729!UTM  14      -   0.99983954  x   1.00046407  =   1.00030354
 JJ0729
 JJ0729:                Primary Azimuth Mark                     Grid Az
 JJ0729:SPC KS S     -  COOLIDGE AZ MK                           180 16 26.8
 JJ0729:SPC CO S     -  COOLIDGE AZ MK                           175 58 35.1
 JJ0729:UTM  13      -  COOLIDGE AZ MK                           176 16 23.2
 JJ0729:UTM  14      -  COOLIDGE AZ MK                           179 58 24.8
 JJ0729
 JJ0729|---------------------------------------------------------------------|
 JJ0729| PID    Reference Object                     Distance      Geod. Az  |
 JJ0729|                                                           dddmmss.s |
 JJ0729| JJ0728 COOLIDGE AZ MK                                     1780642.8 |
 JJ0729| CM7862 COOLIDGE RM 1                                      22853     |
 JJ0729| JJ0784 HOLLY MUNICIPAL TANK                APPROX. 9.0 KM 2674014.6 |
 JJ0729| JJ0782 HOLLY WHITE CONCRETE STACK          APPROX. 9.0 KM 2675450.4 |
 JJ0729| CM7863 COOLIDGE RM 2                                      33607     |
 JJ0729|---------------------------------------------------------------------|
 JJ0729
 JJ0729                          SUPERSEDED SURVEY CONTROL
 JJ0729
 JJ0729  NAD 83(1997)-  38 03 09.94732(N)    102 01 06.69628(W) AD(       ) 1
 JJ0729  NAD 83(1997)-  38 03 09.94760(N)    102 01 06.69621(W) AD(       ) 1
 JJ0729  NAD 83(1986)-  38 03 09.94794(N)    102 01 06.69139(W) AD(       ) 1
 JJ0729  NAD 27      -  38 03 09.89932(N)    102 01 05.03504(W) AD(       ) 1
 JJ0729  NGVD 29 (07/19/86) 1046.34   (m)         3432.9    (f) LEVELING    3  
 JJ0729
 JJ0729.Superseded values are not recommended for survey control.
 JJ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0729.See file dsdata.txt to determine how the superseded data were derived.
 JJ0729
 JJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC6160615867(NAD 83)
 JJ0729_MARKER: DS = TRIANGULATION STATION DISK
 JJ0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0729_SP_SET: CONCRETE POST
 JJ0729_STAMPING: COOLIDGE 1934
 JJ0729_MARK LOGO: CGS   
 JJ0729_PROJECTION: PROJECTING 10 CENTIMETERS
 JJ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0729+STABILITY: SURFACE MOTION
 JJ0729
 JJ0729  HISTORY     - Date     Condition        Report By
 JJ0729  HISTORY     - 1934     MONUMENTED       CGS
 JJ0729  HISTORY     - 1954     GOOD             USE
 JJ0729  HISTORY     - 1971     GOOD             LOCENG
 JJ0729  HISTORY     - 1986     GOOD             NGS
 JJ0729
 JJ0729                          STATION DESCRIPTION
 JJ0729
 JJ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JJ0729'STATION IS 1 MILE AIRLINE NW OF COOLIDGE, AND IS ON THE SW
 JJ0729'SIDE OF THE FIRST PROMINENT HILL N OF TOWN.  IT IS ABOUT 90
 JJ0729'YARDS N OF A FENCE CORNER, 37 FEET W OF THE CENTER LINE
 JJ0729'OF A GRADED SECTION LINE ROAD, MARK PROJECTS 6 INCHES.
 JJ0729'THERE IS HIGHER GROUND TO THE N AND E.  STATION MARK PROJECS
 JJ0729'6 INCHES.
 JJ0729'
 JJ0729'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JJ0729'BRONZE DISKS SET IN CONCRETE.
 JJ0729'
 JJ0729'REFERENCE MARK NO. 1 IS SW OF STATION, MARK PROJECTS 1-INCH.
 JJ0729'
 JJ0729'REFERENCE MARK NO. 2 IS NNW OF STATION AND 99 FEET W OF THE
 JJ0729'CENTER LINE OF A GRADED ROAD.  MARK PROJECTS 1 INCH.
 JJ0729'
 JJ0729'AZIMUTH MARK IS UNDER POWER LINE S OF STATION, 1.5 FEET W OF
 JJ0729'N-S FENCE, 35 FEET E OF CENTER LINE OF SAME GRADED ROAD
 JJ0729'THAT RUNS BY STATION AND 7.5 FEET N OF POWER LINE POLE THAT
 JJ0729'IS JUST E OF GRADED ROAD.
 JJ0729'
 JJ0729'STATION IS REACHED FROM COOLIDGE BY DRIVING W FROM THE TOWN
 JJ0729'PUMP ON U.S. HIGHWAY 50 FOR 0.4 MILE TO T-INTERSECTION OF
 JJ0729'GRADED ROAD.  TURN N AND GO 0.7 MILE TO POINT WHERE ROAD
 JJ0729'CROSSES RIDGE AND STATION.
 JJ0729'
 JJ0729'A 10-FOOT STAND NECESSARY TO CLEAR ALL LINES.
 JJ0729
 JJ0729                          STATION RECOVERY (1954)
 JJ0729
 JJ0729'RECOVERY NOTE BY US ENGINEERS 1954 (HTD)
 JJ0729'DESCRIPTION AND CONDITION OF MARK GOOD.
 JJ0729
 JJ0729                          STATION RECOVERY (1971)
 JJ0729
 JJ0729'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ATL)
 JJ0729'RECOVERED BY M.J. HARDEN ASSOC INC
 JJ0729'
 JJ0729'COOLIDGE 1934 - GOOD
 JJ0729'
 JJ0729'DID NOT LOOK FOR R.M.S OR AZ MK.
 JJ0729
 JJ0729                          STATION RECOVERY (1986)
 JJ0729
 JJ0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0729'2.1 KM (1.3 MI) WNW FROM COOLIDGE.
 JJ0729'0.89 KM (0.55 MI) WEST-NORTHWEST ALONG US HIGHWAY 50 FROM THE POST
 JJ0729'OFFICE AT COOLIDGE, THENCE 1.2 KM (0.75 MI) NORTH ALONG A GRAVEL ROAD,
 JJ0729'12.3 METERS (40.5 FT) WEST OF THE CENTER OF THE ROAD, 2.9 METERS (9.5
 JJ0729'FT) WEST OF THE RIGHT OF WAY FENCE AND 8.2 METERS (27 FT) NORTH OF A
 JJ0729'FENCE CORNER.
 JJ0729'THE MARK IS 2.9 METERS  W FROM  A WITNESS POST
 JJ0729'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0728 ***********************************************************************
 JJ0728  DESIGNATION -  COOLIDGE AZ MK
 JJ0728  PID         -  JJ0728
 JJ0728  STATE/COUNTY-  KS/HAMILTON
 JJ0728  USGS QUAD   -  HOLLY EAST (1978)
 JJ0728
 JJ0728                         *CURRENT SURVEY CONTROL
 JJ0728  ___________________________________________________________________
 JJ0728* NAD 83(1986)-  38 02 41.     (N)    102 01 05.     (W)     SCALED    
 JJ0728* NAVD 88     -      1028.311  (meters)    3373.72   (feet)  ADJUSTED  
 JJ0728  ___________________________________________________________________
 JJ0728  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 JJ0728  DYNAMIC HT  -        1027.354 (meters)    3370.58  (feet)  COMP
 JJ0728  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 JJ0728
 JJ0728  VERT ORDER  -  FIRST     CLASS II
 JJ0728
 JJ0728.The horizontal coordinates were scaled from a topographic map and have
 JJ0728.an estimated accuracy of +/- 6 seconds.
 JJ0728
 JJ0728.The orthometric height was determined by differential leveling
 JJ0728.and adjusted by the National Geodetic Survey in June 1991..
 JJ0728
 JJ0728.The geoid height was determined by GEOID03.
 JJ0728
 JJ0728.The dynamic height is computed by dividing the NAVD 88
 JJ0728.geopotential number by the normal gravity value computed on the
 JJ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0728.degrees latitude (g = 980.6199 gals.).
 JJ0728
 JJ0728.The modeled gravity was interpolated from observed gravity values.
 JJ0728
 JJ0728;                    North         East    Units  Estimated Accuracy
 JJ0728;SPC KS S     -   558,770.       91,280.      MT  (+/- 180 meters Scaled)
 JJ0728
 JJ0728                          SUPERSEDED SURVEY CONTROL
 JJ0728
 JJ0728.No superseded survey control is available for this station.
 JJ0728
 JJ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC616149(NAD 83)
 JJ0728_MARKER: DZ = AZIMUTH MARK DISK
 JJ0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0728_SP_SET: CONCRETE POST
 JJ0728_STAMPING: COOLIDGE AZIMUTH 1934
 JJ0728_MARK LOGO: CGS   
 JJ0728_PROJECTION: PROJECTING 10 CENTIMETERS
 JJ0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0728+STABILITY: SURFACE MOTION
 JJ0728
 JJ0728  HISTORY     - Date     Condition        Report By
 JJ0728  HISTORY     - 1934     MONUMENTED       CGS
 JJ0728  HISTORY     - 1986     GOOD             NGS
 JJ0728
 JJ0728                          STATION DESCRIPTION
 JJ0728
 JJ0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0728'1.2 KM (0.75 MI) WNW FROM COOLIDGE.
 JJ0728'0.89 KM (0.55 MI) WEST-NORTHWEST ALONG US HIGHWAY 50 FROM THE POST
 JJ0728'OFFICE AT COOLIDGE, THENCE 0.32 KM (0.2 MI) NORTH ALONG A DIRT ROAD,
 JJ0728'14.9 METERS (49 FT) EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 5.5
 JJ0728'METERS (18 FT) EAST OF AN ELECTRIC FENCE, 18.6 METERS (61 FT)
 JJ0728'NORTHWEST OF A WELL CASEING, 33.5 METERS (110.5 FT) NORTH-NORTHEAST OF
 JJ0728'A FENCE CORNER AND 41.2 METERS (135 FT) NORTH OF THE CENTER OF A DIRT
 JJ0728'ROAD LEADING EAST-SOUTHEAST.
 JJ0728'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JJ0728'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0785 ***********************************************************************
 JJ0785  DESIGNATION -  COOLIDGE SE COLORADO COOP ELEV
 JJ0785  PID         -  JJ0785
 JJ0785  STATE/COUNTY-  KS/HAMILTON
 JJ0785  USGS QUAD   -  HOLLY EAST (1978)
 JJ0785
 JJ0785                         *CURRENT SURVEY CONTROL
 JJ0785  ___________________________________________________________________
 JJ0785* NAD 83(1997)-  38 02 21.51738(N)    102 00 37.61273(W)     ADJUSTED  
 JJ0785* NAVD 88     -                                                        
 JJ0785  ___________________________________________________________________
 JJ0785  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JJ0785  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 JJ0785
 JJ0785  HORZ ORDER  -  THIRD
 JJ0785
 JJ0785.The horizontal coordinates were established by classical geodetic methods
 JJ0785.and adjusted by the National Geodetic Survey in October 1998..
 JJ0785
 JJ0785
 JJ0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0785
 JJ0785.The geoid height was determined by GEOID03.
 JJ0785
 JJ0785;                    North         East     Units Scale Factor Converg.
 JJ0785;SPC KS S     -   558,143.481    91,925.232   MT  0.99993816   -2 09 26.2
 JJ0785;SPC CO S     -   462,864.043 1,220,648.078   MT  0.99995179   +2 08 25.5
 JJ0785;SPC CO S     - 1,518,579.78  4,004,742.90   sFT  0.99995179   +2 08 25.5
 JJ0785;UTM  13      - 4,214,396.506   762,363.419   MT  1.00044787   +1 50 35.6
 JJ0785;UTM  14      - 4,214,455.741   235,802.341   MT  1.00045977   -1 51 22.0
 JJ0785
 JJ0785                          SUPERSEDED SURVEY CONTROL
 JJ0785
 JJ0785  NAD 83(1997)-  38 02 21.51738(N)    102 00 37.61270(W) AD(       ) 4
 JJ0785  NAD 83(1997)-  38 02 21.51740(N)    102 00 37.61253(W) AD(       ) 4
 JJ0785  NAD 83(1986)-  38 02 21.52296(N)    102 00 37.60558(W) AD(       ) 4
 JJ0785  NAD 27      -  38 02 21.48148(N)    102 00 35.94913(W) AD(       ) 3
 JJ0785
 JJ0785.Superseded values are not recommended for survey control.
 JJ0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0785.See file dsdata.txt to determine how the superseded data were derived.
 JJ0785
 JJ0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC6236314397(NAD 83)
 JJ0785_MARKER: 65 = GRAIN ELEVATOR
 JJ0785
 JJ0785  HISTORY     - Date     Condition        Report By
 JJ0785  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0785
 JJ0785                          STATION DESCRIPTION
 JJ0785
 JJ0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0785'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE VILLAGE
 JJ0785'OF COOLIDGE, KANSAS, ON THE NORTH SIDE OF THE RAILROAD TRACKS.
 JJ0785'
 JJ0785'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE CONSISTING OF A
 JJ0785'GROUP OF CYLINDRICAL BINS 107 FEET HIGH WITH A 60-FOOT HEADHOUSE
 JJ0785'ON TOP.  IT IS THE EASTERLY ONE OF TWO LARGE ELEVATORS.  THE
 JJ0785'CENTER OF THE HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0783 ***********************************************************************
 JJ0783  DESIGNATION -  COOLIDGE SULLIVAN INC ELEVATOR
 JJ0783  PID         -  JJ0783
 JJ0783  STATE/COUNTY-  KS/HAMILTON
 JJ0783  USGS QUAD   -  HOLLY EAST (1978)
 JJ0783
 JJ0783                         *CURRENT SURVEY CONTROL
 JJ0783  ___________________________________________________________________
 JJ0783* NAD 83(1997)-  38 02 24.01498(N)    102 00 53.03184(W)     ADJUSTED  
 JJ0783* NAVD 88     -                                                        
 JJ0783  ___________________________________________________________________
 JJ0783  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JJ0783  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 JJ0783
 JJ0783  HORZ ORDER  -  THIRD
 JJ0783
 JJ0783.The horizontal coordinates were established by classical geodetic methods
 JJ0783.and adjusted by the National Geodetic Survey in October 1998..
 JJ0783
 JJ0783
 JJ0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0783
 JJ0783.The geoid height was determined by GEOID03.
 JJ0783
 JJ0783;                    North         East     Units Scale Factor Converg.
 JJ0783;SPC KS S     -   558,234.590    91,552.431   MT  0.99993819   -2 09 35.6
 JJ0783;SPC CO S     -   462,926.959 1,220,269.493   MT  0.99995183   +2 08 16.0
 JJ0783;SPC CO S     - 1,518,786.20  4,003,500.83   sFT  0.99995183   +2 08 16.0
 JJ0783;UTM  13      - 4,214,461.418   761,984.978   MT  1.00044542   +1 50 26.2
 JJ0783;UTM  14      - 4,214,544.936   235,428.871   MT  1.00046220   -1 51 31.6
 JJ0783
 JJ0783                          SUPERSEDED SURVEY CONTROL
 JJ0783
 JJ0783  NAD 83(1997)-  38 02 24.01498(N)    102 00 53.03183(W) AD(       ) 4
 JJ0783  NAD 83(1997)-  38 02 24.01500(N)    102 00 53.03167(W) AD(       ) 4
 JJ0783  NAD 83(1986)-  38 02 24.02053(N)    102 00 53.02458(W) AD(       ) 4
 JJ0783  NAD 27      -  38 02 23.98502(N)    102 00 51.36661(W) AD(       ) 3
 JJ0783
 JJ0783.Superseded values are not recommended for survey control.
 JJ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0783.See file dsdata.txt to determine how the superseded data were derived.
 JJ0783
 JJ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC6198514461(NAD 83)
 JJ0783_MARKER: 65 = GRAIN ELEVATOR
 JJ0783
 JJ0783  HISTORY     - Date     Condition        Report By
 JJ0783  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0783
 JJ0783                          STATION DESCRIPTION
 JJ0783
 JJ0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0783'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE VILLAGE
 JJ0783'OF COOLIDGE, KANSAS, ON THE NORTH SIDE OF THE RAILROAD TRACKS.
 JJ0783'
 JJ0783'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE CONSISTING OF A
 JJ0783'GROUP OF CYLINDRICAL BINS 107 FEET HIGH WITH A 45-FOOT HEADHOUSE
 JJ0783'ON TOP.  IT IS THE WESTERLY ONE OF TWO LARGE ELEVATORS.  THE
 JJ0783'CENTER OF THE HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0998 ***********************************************************************
 HG0998  DESIGNATION -  COON
 HG0998  PID         -  HG0998
 HG0998  STATE/COUNTY-  KS/EDWARDS
 HG0998  USGS QUAD   -  OFFERLE (1972)
 HG0998
 HG0998                         *CURRENT SURVEY CONTROL
 HG0998  ___________________________________________________________________
 HG0998* NAD 83(1997)-  37 58 16.83466(N)    099 30 13.48200(W)     ADJUSTED  
 HG0998* NAVD 88     -       689.     (meters)    2260.     (feet)  SCALED    
 HG0998  ___________________________________________________________________
 HG0998  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HG0998  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 HG0998
 HG0998  HORZ ORDER  -  SECOND
 HG0998
 HG0998.The horizontal coordinates were established by classical geodetic methods
 HG0998.and adjusted by the National Geodetic Survey in October 1998..
 HG0998
 HG0998.The orthometric height was scaled from a topographic map.
 HG0998
 HG0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0998
 HG0998.The geoid height was determined by GEOID03.
 HG0998
 HG0998;                    North         East     Units Scale Factor Converg.
 HG0998;SPC KS S     -   545,274.098   311,811.627   MT  0.99993636   -0 37 00.6
 HG0998;UTM  14      - 4,202,755.141   455,755.190   MT  0.99962411   -0 18 35.8
 HG0998
 HG0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0998!SPC KS S     -   0.99989595  x   0.99993636  =   0.99983231
 HG0998!UTM  14      -   0.99989595  x   0.99962411  =   0.99952010
 HG0998
 HG0998:                Primary Azimuth Mark                     Grid Az
 HG0998:SPC KS S     -  KINSLEY FAA RADAR MICROWAVE              052 12 02.6
 HG0998:UTM  14      -  KINSLEY FAA RADAR MICROWAVE              051 53 37.8
 HG0998
 HG0998|---------------------------------------------------------------------|
 HG0998| PID    Reference Object                     Distance      Geod. Az  |
 HG0998|                                                           dddmmss.s |
 HG0998| JG0880 KINSLEY FAA RADAR MICROWAVE         APPROX.13.1 KM 0513502.0 |
 HG0998| HG0934 KINSLEY MUN WATER TANK              APPROX. 9.2 KM 1252220.0 |
 HG0998| CK8391 COON RM 1                            18.546 METERS 13307     |
 HG0998| CK8392 COON RM 2                            37.137 METERS 24936     |
 HG0998| CK8390 COON AZ MK                                         2685515.1 |
 HG0998|---------------------------------------------------------------------|
 HG0998
 HG0998                          SUPERSEDED SURVEY CONTROL
 HG0998
 HG0998  NAD 83(1997)-  37 58 16.84273(N)    099 30 13.48144(W) AD(       ) 2
 HG0998  NAD 83(1986)-  37 58 16.84183(N)    099 30 13.48058(W) AD(       ) 2
 HG0998  NAD 27      -  37 58 16.77921(N)    099 30 12.05072(W) AD(       ) 2
 HG0998
 HG0998.Superseded values are not recommended for survey control.
 HG0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0998.See file dsdata.txt to determine how the superseded data were derived.
 HG0998
 HG0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH5575502755(NAD 83)
 HG0998_MARKER: DS = TRIANGULATION STATION DISK
 HG0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0998
 HG0998  HISTORY     - Date     Condition        Report By
 HG0998  HISTORY     - 1964     MONUMENTED       CGS
 HG0998
 HG0998                          STATION DESCRIPTION
 HG0998
 HG0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0998'THE STATION IS 6 MILES NORTHWEST OF KINSLEY, 6 MILES NORTHEAST OF
 HG0998'OFFERLE, IN THE SOUTHEAST 1/4 OF SECTION 10, T 24 S, R 20 W, ON THE
 HG0998'NORTH RIGHT-OF-WAY OF AN EAST-WEST GRADED ROAD.
 HG0998'
 HG0998'TO REACH THE STATION FROM THE RAILROAD DEPOT IN OFFERLE, GO EAST ON
 HG0998'US HIGHWAY 50 FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH
 HG0998'ON AN OILED ROAD FOR 4.3 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 HG0998'EAST ON AN OILED ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 HG0998'NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND
 HG0998'GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK.
 HG0998'CONTINUE STRAIGHT AHEAD ON THE GRAVELED AND GRADED ROAD FOR
 HG0998'0.45 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 HG0998'
 HG0998'THE STATION MARKS ARE STANDARD DISKS STAMPED COON 1964.  THE SURFACE
 HG0998'DISK IS SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH IS SET
 HG0998'FLUSH.  IT IS 21 FEET NORTH OF THE CENTER OF A GRADED ROAD, 2 FEET
 HG0998'WEST OF A METAL WITNESS POST, AT THE SOUTH EDGE OF A CULTIVATED
 HG0998'FIELD. THE UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 40 INCHES
 HG0998'BELOW THE SURFACE OF THE GROUND.
 HG0998'
 HG0998'REFERENCE MARK NO 1, A STANDARD DISK STAMPED COON NO 1 1964, IS SET
 HG0998'IN THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 HG0998'IT IS 21 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 2 FEET WEST OF
 HG0998'A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 HG0998'
 HG0998'REFERENCE MARK NO 2, A STANDARD DISK STAMPED COON NO 2 1964, IS SET
 HG0998'IN THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 HG0998'IT IS 22 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 2.4 FEET EAST
 HG0998'OF A METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.
 HG0998'
 HG0998'THE AZIMUTH MARK, A STANDARD DISK STAMPED COON 1964, IS SET IN THE
 HG0998'TOP OF A 12-INCH CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS
 HG0998'77 FEET EAST OF THE CENTER OF A FARM DRIVE, 23 FEET SOUTH OF THE
 HG0998'CENTER OF A GRAVELED ROAD, 2 FEET NORTH OF A FENCE CORNER AND 2
 HG0998'FEET EAST OF A METAL WITNESS POST.
 HG0998'
 HG0998'NOTE--5 KG TENSION WAS USED TO MEASURE BOTH REFERENCE MARKS.
 HG0998'
 HG0998'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1767 ***********************************************************************
 JE1767  DESIGNATION -  COOP
 JE1767  PID         -  JE1767
 JE1767  STATE/COUNTY-  KS/SHAWNEE
 JE1767  USGS QUAD   -  WAKARUSA (1983)
 JE1767
 JE1767                         *CURRENT SURVEY CONTROL
 JE1767  ___________________________________________________________________
 JE1767* NAD 83(1997)-  38 57 31.07155(N)    095 41 16.70919(W)     ADJUSTED  
 JE1767* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 JE1767  ___________________________________________________________________
 JE1767  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 JE1767  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JE1767
 JE1767  HORZ ORDER  -  SECOND
 JE1767
 JE1767.The horizontal coordinates were established by classical geodetic methods
 JE1767.and adjusted by the National Geodetic Survey in October 1998..
 JE1767
 JE1767.The orthometric height was scaled from a topographic map.
 JE1767
 JE1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1767
 JE1767.The geoid height was determined by GEOID03.
 JE1767
 JE1767;                    North         East     Units Scale Factor Converg.
 JE1767;SPC KS N     -    71,972.723   600,371.177   MT  0.99996977   +1 27 46.3
 JE1767;SPC KS S     -   658,068.635   643,725.103   MT  1.00010109   +1 43 41.0
 JE1767;UTM  15      - 4,315,622.383   267,090.004   MT  1.00026803   -1 41 27.1
 JE1767
 JE1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1767!SPC KS N     -   0.99995546  x   0.99996977  =   0.99992523
 JE1767!SPC KS S     -   0.99995546  x   1.00010109  =   1.00005655
 JE1767!UTM  15      -   0.99995546  x   1.00026803  =   1.00022348
 JE1767
 JE1767|---------------------------------------------------------------------|
 JE1767| PID    Reference Object                     Distance      Geod. Az  |
 JE1767|                                                           dddmmss.s |
 JE1767| CL4961 COOP RM 1                            85.401 METERS 08852     |
 JE1767| CL4962 COOP RM 2                           122.214 METERS 13512     |
 JE1767| JE1770 FORBES AIR FORCE BASE BEACON        APPROX. 1.4 KM 1554534.8 |
 JE1767| JE1771 PAULINE CULLEN VIL RELAY TOWER      APPROX. 1.4 KM 2084822.1 |
 JE1767| JE1768 PAULINE CULLEN VILLAGE TANK         APPROX. 2.3 KM 2165419.2 |
 JE1767| JE1828 PAULINE CAA MAST                    APPROX. 6.2 KM 2820457.8 |
 JE1767|---------------------------------------------------------------------|
 JE1767
 JE1767                          SUPERSEDED SURVEY CONTROL
 JE1767
 JE1767  NAD 83(1986)-  38 57 31.07684(N)    095 41 16.70557(W) AD(       ) 2
 JE1767  NAD 27      -  38 57 31.06840(N)    095 41 15.76840(W) AD(       ) 2
 JE1767
 JE1767.Superseded values are not recommended for survey control.
 JE1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1767.See file dsdata.txt to determine how the superseded data were derived.
 JE1767
 JE1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6709015622(NAD 83)
 JE1767_MARKER: DS = TRIANGULATION STATION DISK
 JE1767_SETTING: 0 = UNSPECIFIED SETTING
 JE1767
 JE1767  HISTORY     - Date     Condition        Report By
 JE1767  HISTORY     - 1960     MONUMENTED       CGS
 JE1767  HISTORY     - 1976     GOOD             NGS
 JE1767
 JE1767                          STATION DESCRIPTION
 JE1767
 JE1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1767'THE STATION IS IN PAULINE ON TOP OF THE PAULINE FARMERS CO-OP
 JE1767'SUPPLY ASSN. ELEVATOR.
 JE1767'
 JE1767'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PAULINE
 JE1767'GO SOUTH ON THE WEST SIDE OF THE RAILROAD TRACKS FOR 0.1
 JE1767'MILE TO THE ELEVATOR.  MR. LOUIS VERNON, MANAGER, GAVE PERMISSION
 JE1767'TO USE THE ELECTRIC LIFT TO THE FIRST FLOOR OF THE ELEVATOR.
 JE1767'FROM HERE GO SOUTH IN THE PASSAGE WAY TO A DOOR IN THE SOUTHEAST
 JE1767'CORNER, PASS THRU THE OPENING TO A LADDER TO THE ROOF AND
 JE1767'THE STATION.
 JE1767'
 JE1767'THE STATION MARK, STAMPED COOP 1960, IS A STANDARD DISK
 JE1767'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE ELEVATOR.
 JE1767'IT IS 18 FEET NORTH OF THE SOUTH END OF THE ELEVATOR
 JE1767'AND 3 FEET NORTH OF THE NORTH END OF A STEEL BOOM AT THE SOUTH
 JE1767'END OF THE ROOF.
 JE1767'
 JE1767'REFERENCE MARK NO. 1, STAMPED COOP NO 1 1960, IS A STANDARD
 JE1767'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS
 JE1767'FLUSH WITH THE GROUND.  IT IS 75 FEET EAST OF THE CENTER
 JE1767'OF THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 75 AND 5
 JE1767'FEET SOUTH OF A POWER POLE.
 JE1767'
 JE1767'REFERENCE MARK NO 2, STAMPED COOP NO 2 1960, IS A STANDARD
 JE1767'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JE1767'IS SET FLUSH.  IT IS 76 FEET EAST OF THE CENTER OF THE NORTH BOUND
 JE1767'TRAFFIC LANE OF U.S. HIGHWAY 75, 17 FEET NORTH OF A POWER POLE
 JE1767'AND 2 FEET NORTH OF THE WITNESS POST.
 JE1767'
 JE1767'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 290.0 FEET.
 JE1767'
 JE1767'TRIANGULATION STATION PAULINE MAY BE USED FOR THE AZIMUTH
 JE1767'MARK, SEE DESCRIPTION THEREOF.
 JE1767
 JE1767                          STATION RECOVERY (1976)
 JE1767
 JE1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 JE1767'THE STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN QUAD.
 JE1767'380954, STA. 1007.
 JE1767'
 JE1767'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PAULINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0660 ***********************************************************************
 KG0660  DESIGNATION -  COOPER RESET
 KG0660  PID         -  KG0660
 KG0660  STATE/COUNTY-  KS/SMITH
 KG0660  USGS QUAD   -  MC CRACKEN BRANCH (1973)
 KG0660
 KG0660                         *CURRENT SURVEY CONTROL
 KG0660  ___________________________________________________________________
 KG0660* NAD 83(1997)-  39 58 41.99586(N)    098 35 25.19058(W)     ADJUSTED  
 KG0660* NAVD 88     -       612.9    (meters)    2011.     (feet)  VERTCON   
 KG0660  ___________________________________________________________________
 KG0660  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 KG0660  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 KG0660
 KG0660  HORZ ORDER  -  FIRST
 KG0660
 KG0660.The horizontal coordinates were established by classical geodetic methods
 KG0660.and adjusted by the National Geodetic Survey in October 1998..
 KG0660
 KG0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0660
 KG0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0660
 KG0660.The geoid height was determined by GEOID03.
 KG0660
 KG0660;                    North         East     Units Scale Factor Converg.
 KG0660;SPC KS N     -   182,788.238   349,571.922   MT  1.00003746   -0 22 24.6
 KG0660;SPC NE       -    17,081.989   620,410.989   MT  1.00000986   +0 56 03.1
 KG0660;UTM  14      - 4,425,432.656   534,980.350   MT  0.99961506   +0 15 47.6
 KG0660
 KG0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0660!SPC KS N     -   0.99990791  x   1.00003746  =   0.99994537
 KG0660!SPC NE       -   0.99990791  x   1.00000986  =   0.99991777
 KG0660!UTM  14      -   0.99990791  x   0.99961506  =   0.99952301
 KG0660
 KG0660:                Primary Azimuth Mark                     Grid Az
 KG0660:SPC KS N     -  RED CLOUD MUNICIPAL TANK                 024 05 18.2
 KG0660:SPC NE       -  RED CLOUD MUNICIPAL TANK                 022 46 50.5
 KG0660:UTM  14      -  RED CLOUD MUNICIPAL TANK                 023 27 06.0
 KG0660
 KG0660|---------------------------------------------------------------------|
 KG0660| PID    Reference Object                     Distance      Geod. Az  |
 KG0660|                                                           dddmmss.s |
 KG0660| LH1212 RED CLOUD MUNICIPAL TANK            APPROX.14.3 KM 0234253.6 |
 KG0660| CN9014 COOPER RM 1                         150.733 METERS 03812     |
 KG0660| CN9011 COOPER AZ MK                                       0763545.7 |
 KG0660| CN9015 COOPER RM 2                         146.502 METERS 13953     |
 KG0660| KG0664 LEBANON MUNICIPAL TANK              APPROX.18.9 KM 1703836.9 |
 KG0660| CN9013 COOPER AZ MK 3                                     1865249.8 |
 KG0660| CN9012 COOPER AZ MK 2                                     1865727.6 |
 KG0660|---------------------------------------------------------------------|
 KG0660
 KG0660                          SUPERSEDED SURVEY CONTROL
 KG0660
 KG0660  NAD 83(1997)-  39 58 41.99763(N)    098 35 25.19160(W) AD(       ) 1
 KG0660  NAD 83(1986)-  39 58 42.00235(N)    098 35 25.18961(W) AD(       ) 1
 KG0660  NAD 27      -  39 58 41.95700(N)    098 35 23.95400(W) AD(       ) 1
 KG0660  NGVD 29 (07/19/86)  612.7    (m)         2010.     (f) VERT ANG       
 KG0660
 KG0660.Superseded values are not recommended for survey control.
 KG0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0660.See file dsdata.txt to determine how the superseded data were derived.
 KG0660
 KG0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK3498025433(NAD 83)
 KG0660_MARKER: DS = TRIANGULATION STATION DISK
 KG0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0660
 KG0660  HISTORY     - Date     Condition        Report By
 KG0660  HISTORY     - 1935     MONUMENTED       CGS
 KG0660  HISTORY     - 1935     GOOD             CGS
 KG0660  HISTORY     - 1947     GOOD             CGS
 KG0660  HISTORY     - 1950     GOOD             CGS
 KG0660  HISTORY     - 1967     GOOD             CGS
 KG0660  HISTORY     - 1967     GOOD             CGS
 KG0660
 KG0660                          STATION DESCRIPTION
 KG0660
 KG0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 KG0660'THE STATION OF 1898 WAS RECOVERED.  A REVISED DESCRIPTION
 KG0660'OF THE STATION FOLLOWS-
 KG0660'
 KG0660'THE STATION IS LOCATED ABOUT 7 MILES SOUTH AND 3.5 MILES
 KG0660'WEST OF RED CLOUD, NEBRASKA, AND 1.5 MILES SOUTH OF THE
 KG0660'KANSAS-NEBRASKA STATE LINE.  IT IS ON HIGH GROUND IN A CULTIVATED
 KG0660'FIELD ON LAND FORMERLY OWNED BY E.M. COOPER AND AT PRESENT
 KG0660'OWNED BY F.B. MEYERS WHO LIVES ABOUT A HALF MILE SOUTHWEST
 KG0660'OF THE STATION.  IT IS NEAR THE CENTER OF THE NE 1/4 SW 1/4 OF
 KG0660'SEC. 8, T. 1 S., R. 11 W.
 KG0660'
 KG0660'THE ORIGINAL SURFACE MARK WAS AN 8- BY 8-INCH WHITE MARBLE
 KG0660'POST, 2-1/2 FEET LONG.  THE LETTERS U.S.C.S. WERE CUT IN
 KG0660'THE TOP OF THE STONE.  THE UNDERGROUND MARK WAS A ONE-GALLON
 KG0660'JUG.  BOTH THESE MARKS WERE IN EXCELLENT CONDITION.  A NEW
 KG0660'STATION MARK WAS SET.  THE MARK
 KG0660'IS 18 INCHES BELOW THE SURFACE.  IT IS 309 FEET (SLOPE DISTANCE)
 KG0660'WEST AND 746 FEET SOUTH (SLOPE DISTANCE) OF THE FENCE CORNER
 KG0660'AT THE MIDDLE OF THE SECTION.
 KG0660'
 KG0660'REFERENCE MARK NO. 1, STAMPED COOPER 1935, WAS SET.
 KG0660'IT PROJECTS 4 INCHES AND IS NORTHEAST OF THE
 KG0660'STATION.  IT IS IN A NORTH-AND-SOUTH FENCE (HALF-SECTION FENCE)
 KG0660'AND IS AT A POINT 356 FEET SOUTH (SLOPE DISTANCE) OF THE
 KG0660'ABOVE MENTIONED FENCE CORNER.
 KG0660'
 KG0660'REFERENCE MARK NO. 2, STAMPED COOPER 1935, WAS SET.
 KG0660'IT PROJECTS 4 INCHES AND IS SOUTHEAST OF THE
 KG0660'STATION.  IT IS IN THE ABOVE-MENTIONED NORTH-AND-SOUTH FENCE AT
 KG0660'A POINT 1502 FEET (SLOPE DISTANCE) NORTH OF A T-INTERSECTION
 KG0660'OF FENCES.
 KG0660'
 KG0660'THE AZIMUTH MARK, STAMPED COOPER 1935 WAS SET.
 KG0660'PROJECTS 4 INCHES AND IS EAST-NORTHEAST
 KG0660'OF THE STATION.  IT IS IN A NORTH-AND-SOUTH FENCE ON THE WEST
 KG0660'SIDE OF A SCHOOLYARD AND IS AT A POINT 42.8 FEET SOUTH OF THE
 KG0660'NORTHWEST CORNER, 20.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 KG0660'CORNER, AND 50.4 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER
 KG0660'OF A WHITE SCHOOLHOUSE.
 KG0660'
 KG0660'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 KG0660'281 AND STATE HIGHWAY 3 IN RED CLOUD, GO SOUTH ON HIGHWAY
 KG0660'281 FOR 6.3 MILES TO THE KANSAS-NEBRASKA STATE LINE, CROSSING
 KG0660'THE BRIDGE OVER THE REPUBLICAN RIVER AT 1.8 MILES, CONTINUE SOUTH
 KG0660'ON HIGHWAY 281 FOR 1.0 MILE, THEN WEST 1.0 MILE AND THEN
 KG0660'SOUTH 1.0 MILE TO A GRADED EAST-AND-WEST ROAD, SMITH COUNTY
 KG0660'HIGHWAY 314.  (THERE IS A WHITE HOUSE IN THE SOUTHWEST ANGLE OF
 KG0660'THIS INTERSECTION.) HERE LEAVE HIGHWAY 281, TURN RIGHT, AND
 KG0660'GO WEST ON COUNTY HIGHWAY 314 FOR 2.0 MILES TO A WHITE CHURCH ON
 KG0660'THE LEFT SIDE OF THE ROAD, CONTINUE WEST 0.5 MILE TO A
 KG0660'T-INTERSECTION OF FENCES ON THE RIGHT SIDE OF THE ROAD.
 KG0660'(THERE ARE TREES ALONG NORTH-AND-SOUTH FENCE FOR A DISTANCE OF
 KG0660'600 YARDS NORTH OF THE ROAD).  FROM THIS POINT PACK
 KG0660'NORTH-NORTHWEST ACROSS CULTIVATED FIELD ABOUT A HALF MILE TO
 KG0660'HIGH GROUND AND STATION.
 KG0660'
 KG0660'A 4-FOOT STAND WAS USED TO OBSERVE LIPPS-2, HERRICK-1898,
 KG0660'AND BLUE HILL-1898.
 KG0660'
 KG0660'NOTE- THE STATION MARK IS STAMPED COOPER 1898 1935.
 KG0660
 KG0660                          STATION RECOVERY (1935)
 KG0660
 KG0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 KG0660'STATION AND REFERENCES, AS REMARKED IN 1935 BY PARTY UNDER
 KG0660'DIRECTION OF LIEUT. W.R. PORTER, RECOVERED IN GOOD CONDITION.
 KG0660
 KG0660                          STATION RECOVERY (1947)
 KG0660
 KG0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KG0660'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND
 KG0660'FOUND TO BE IN GOOD CONDITION.  THE FIELD IN WHICH THE STATION
 KG0660'AND REFERENCE MARKS ARE LOCATED WAS UNDER CULTIVATION, THE
 KG0660'GRAIN CROP PREVENTED A CHECK MEASUREMENT FROM THE STATION
 KG0660'TO THE REFERENCE MARKS.
 KG0660'
 KG0660'A COMPLETE DESCRIPTION FOLLOWS.
 KG0660'
 KG0660'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH-SOUTHWEST OF
 KG0660'RED CLOUD, NEBRASKA, 1.5 MILES SOUTH OF THE KANSAS-NEBRASKA
 KG0660'STATE LINE, AND NEAR THE CENTER OF THE NE. 1/4 OF THE SW. 1/4
 KG0660'OF SECTION 8, T. 1 S., R. 11 W., ON HIGH GROUND IN A CULTIVATED
 KG0660'FIELD.  THE SURFACE MARK
 KG0660'IS ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 KG0660'STAMPED COOPER 1898.
 KG0660'
 KG0660'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, IN A NORTH-SOUTH
 KG0660'HALF-SECTION FENCE LINE, 356 FEET SOUTH OF A FENCE CORNER.
 KG0660'IT PROJECTS 1 INCH AND IS STAMPED COOPER NO 1 1935.
 KG0660'
 KG0660'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, IN A NORTH-SOUTH
 KG0660'HALF-SECTION FENCE LINE, 250 FEET NORTH OF A T FENCE INTERSECTION.
 KG0660'IT PROJECTS 6 INCHES AND IS STAMPED COOPER NO 2 1935.
 KG0660'
 KG0660'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, IN A NORTH-SOUTH
 KG0660'FENCE LINE ON THE WEST SIDE OF A SCHOOLYARD AND AT A POINT 42.8
 KG0660'FEET SOUTH OF A FENCE CORNER, 20.5 FEET SOUTH-SOUTHWEST OF THE
 KG0660'SOUTHWEST CORNER AND 50.4 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 KG0660'CORNER OF A WHITE SCHOOLHOUSE.  IT PROJECTS 12 INCHES AND IS
 KG0660'STAMPED COOPER 1935.
 KG0660'
 KG0660'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO.
 KG0660'281 AND NEBRASKA STATE HIGHWAY NO. 3 IN RED CLOUD, NEBRASKA, GO
 KG0660'SOUTH ON U.S. HIGHWAY NO. 281 FOR 6.3 MILES TO KANSAS-NEBRASKA
 KG0660'STATE LINE, CONTINUE SOUTH ON U.S. HIGHWAY NO. 281 FOR 1.0 MILE,
 KG0660'THEN WEST 1.0 MILE AND THEN SOUTH 1.0 MILE TO THE INTERSECTION
 KG0660'OF AN EAST-WEST GRADED ROAD, SMITH COUNTY HIGHWAY NO. 314, TURN
 KG0660'RIGHT AND GO WEST ON COUNTY HIGHWAY NO. 314 FOR 2.0 MILES TO A
 KG0660'CROSSROAD AND A WHITE CHURCH BUILDING ON THE LEFT, *CONTINUE
 KG0660'WEST ON COUNTY ROAD FOR 0.5 MILE TO THE TOP OF A GRADE AND T
 KG0660'FENCE INTERSECTION ON THE RIGHT.  FROM THIS POINT PACK
 KG0660'NORTH-NORTHWEST ACROSS CULTIVATED FIELD FOR APPROXIMATELY 0.5
 KG0660'MILE TO HIGH GROUND AND THE STATION AS DESCRIBED.
 KG0660'
 KG0660'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD MENTIONED ABOVE, GO
 KG0660'NORTH ON GRADED ROAD FOR 0.5 MILE TO A SCHOOLHOUSE ON THE LEFT
 KG0660'AND THE AZIMUTH MARK AS DESCRIBED.
 KG0660
 KG0660                          STATION RECOVERY (1950)
 KG0660
 KG0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0660'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 KG0660'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KG0660'
 KG0660'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION-
 KG0660'
 KG0660'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH AND 3.5 MILES WEST
 KG0660'OF RED CLOUD, NEBRASKA AND ABOUT 12.5 MILES NORTH AND 2.5 MILES
 KG0660'WEST OF LEBANON, KANSAS IN A CULTIVATED FIELD, 309 FEET WEST OF
 KG0660'AN IRON POST IN A NORTH SOUTH FENCE LINE.  IT IS STAMPED COOPER
 KG0660'1898 AND IS 2 FEET BELOW THE GROUND SURFACE.
 KG0660'
 KG0660'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A CULTIVATED FIELD, 21
 KG0660'FEET NORTH OF A T FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH
 KG0660'FENCE LINE.  IT IS STAMPED COOPER NO 1 1935 AND IS FLUSH WITH THE
 KG0660'GROUND SURFACE.
 KG0660'
 KG0660'REFERENCE MARK NO. 2 IS IN THE EAST EDGE OF A CULTIVATED FIELD, 1
 KG0660'FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED COOPER NO
 KG0660'2 1935 AND PROJECTS 5 INCHES.
 KG0660'
 KG0660'THE AZIMUTH MARK IS IN A NORTH-SOUTH FENCE LINE IN THE WEST EDGE
 KG0660'OF A SCHOOL YARD, 20 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 KG0660'OF SCHOOLHOUSE AND 1 FOOT NORTH OF A WITNESS POST.  IT IS
 KG0660'STAMPED COOPER 1935 AND PROJECTS 1 FOOT.
 KG0660'
 KG0660'TO REACH THE STATION FROM THE MAIN INTERSECTION IN LEBANON,
 KG0660'KANSAS, GO NORTH, EAST AND NORTH ON U.S. HIGHWAY 281 FOR 11.9
 KG0660'MILES TO A CROSSROAD, TURN LEFT AND GO WEST ON DIRT ROAD FOR 2.1
 KG0660'MILES TO A CROSSROAD AND CHURCH ON LEFT.  (TURN RIGHT AND GO
 KG0660'NORTH FOR 0.45 MILE TO A SCHOOLYARD ON LEFT AND AZIMUTH MARK AS
 KG0660'DESCRIBED.) CONTINUE WEST FOR 0.6 MILE TO ENTRANCE TO FIELD ON
 KG0660'RIGHT JUST BEFORE REACHING A FARMHOUSE ON LEFT.  FROM THIS
 KG0660'POINT THE STATION IS 0.4 MILE NORTH-NORTHEAST ACROSS CULTIVATED
 KG0660'FIELD.
 KG0660
 KG0660                          STATION RECOVERY (1967)
 KG0660
 KG0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0660'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  LAND ON
 KG0660'WHICH THE STATION IS ESTABLISHED, IS NOW OWNED BY MESSRS. HAROLD AND
 KG0660'CHARLES STONE.
 KG0660'
 KG0660'LOCATION OF THE STATION AND DESCRIPTION OF HOW TO REACH THE STATION
 KG0660'IS ADEQUATELY DESCRIBED EXCEPT HIGHWAY 3 WHICH IS MENTIONED IN
 KG0660'PREVIOUS DESCRIPTIONS IS NOW U.S. HIGHWAY 136.
 KG0660'
 KG0660'DIRECTION TO THE CHURCH SPIRE, AZIMUTH MARK AND REFERENCE MARKS WAS
 KG0660'IN ERROR.  OBSERVATIONS WERE MADE BY TWO OBSERVERS ON TWO SEPARATE
 KG0660'DATES.
 KG0660'
 KG0660'DUE TO THE LONG DISTANCE AND SLOPE TO THE REFERENCE MARKS, DISTANCE
 KG0660'TO THE MARKS WAS OBTAINED BY MEASURING THE DISTANCE WITH THE
 KG0660'GEODIMETER.
 KG0660'
 KG0660'THE 1935 AZIMUTH MARK WAS DESTROYED BY THIS PARTY BY REQUEST OF THE
 KG0660'PROPERTY OWNER.
 KG0660'
 KG0660'A NEW AZIMUTH MARK HAS BEEN ESTABLISHED.  THE MARK IS A STANDARD
 KG0660'AZIMUTH MARK DISK, STAMPED COOPER 1898 AZI 2 1967, SET IN THE TOP OF
 KG0660'A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 KG0660'GROUND.  MARK IS 32-1/2 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KG0660'GRAVELED ROAD, 32 FEET EAST OF THE CENTER OF A FARM DRIVEWAY, 4.6
 KG0660'FEET WEST OF A TELEPHONE LINE POLE AND 2.4 FEET WEST OF A METAL
 KG0660'WITNESS POST.
 KG0660'
 KG0660'STATION MARK DISK IS STAMPED COOPER 1898 AND IS ABOUT 16 INCHES BELOW
 KG0660'THE SURFACE OF THE GROUND.  IT IS 203.2 FEET EAST-SOUTHEAST OF THE
 KG0660'MOST SOUTHERN ONE OF EIGHT TREES WHICH ARE IN THE CULTIVATED FIELD.
 KG0660'
 KG0660'REFERENCE MARK NUMBER 1 DISK IS STAMPED COOPER NO 1 1935 AND THE MARK
 KG0660'PROJECTS ABOUT 6 INCHES.  MARK IS 22.0 FEET NORTH-NORTHWEST OF A
 KG0660'T-FENCE CORNER AND 2.0 FEET WEST OF A NORTH-SOUTH FENCELINE.
 KG0660'
 KG0660'REFERENCE MARK DISK NUMBER 2 IS STAMPED COOPER NO 2 1935 AND THE MARK
 KG0660'PROJECTS ABOUT 6 INCHES.  MARK IS 135 FEET NORTH OF A T-FENCE
 KG0660'CORNER, 2.0 FEET WEST OF THE NORTH-SOUTH FENCELINE AND ABOUT 10 FEET
 KG0660'LOWER ELEVATION THAN THE STATION MARK.
 KG0660'
 KG0660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SSW OF
 KG0660'RED CLOUD, NEBRASKA.
 KG0660'
 KG0660'HEIGHT OF LIGHT ABOVE STATION MARK 77.34 FEET.
 KG0660
 KG0660                          STATION RECOVERY (1967)
 KG0660
 KG0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 KG0660'THIS STATION WAS RE-OCCUPIED ON THIS DATE FOR REASON OF
 KG0660'RE-ESTABLISHING THE AZIMUTH MARK WHICH WAS IN DANGER OF BEING
 KG0660'DESTROYED BY ROAD MAINTENANCE EQUIPMENT.
 KG0660'
 KG0660'AZIMUTH MARK AZ 3 1967 IS A STANDARD AZIMUTH MARK DISK, STAMPED
 KG0660'COOPER 1898 AZ 3 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 KG0660'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 50 FEET
 KG0660'EAST OF THE CENTER OF A FARM DRIVEWAY, 42 FEET SOUTH OF THE
 KG0660'CENTER OF AN EAST-WEST GRAVELED ROAD, 5.5 FEET SOUTH OF A
 KG0660'METAL WITNESS POST, 2.8 FEET WEST OF A POWERLINE POLE, 7 INCHES
 KG0660'NORTH OF AN EAST-WEST FENCELINE AND ON ROAD RIGHT-OF-WAY.
 KG0660'
 KG0660'AZIMUTH MARK AZ 3 1967 WAS ESTABLISHED ABOUT 10 FEET SOUTH OF AZIMUTH
 KG0660'MARK AZ 2, THEREFORE THE PREVIOUS DESCRIPTION NOTE OF HOW TO REACH
 KG0660'THE NEW AZIMUTH MARK IS SUFFICIENT.
 KG0660'
 KG0660'AZIMUTH MARK AZ 2 1967 HAS NOW BEEN DESTROYED.
 KG0660'
 KG0660'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1128 ***********************************************************************
 HF1128  DESIGNATION -  COOPERATIVE REF ASSN RAD MAST
 HF1128  PID         -  HF1128
 HF1128  STATE/COUNTY-  KS/COWLEY
 HF1128  USGS QUAD   -  CEDAR VALE WEST (1979)
 HF1128
 HF1128                         *CURRENT SURVEY CONTROL
 HF1128  ___________________________________________________________________
 HF1128* NAD 83(1997)-  37 05 11.27634(N)    096 37 06.69630(W)     ADJUSTED  
 HF1128* NAVD 88     -                                                        
 HF1128  ___________________________________________________________________
 HF1128  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 HF1128  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HF1128
 HF1128  HORZ ORDER  -  THIRD
 HF1128
 HF1128.The horizontal coordinates were established by classical geodetic methods
 HF1128.and adjusted by the National Geodetic Survey in October 1998..
 HF1128
 HF1128
 HF1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1128
 HF1128.The geoid height was determined by GEOID03.
 HF1128
 HF1128;                    North         East     Units Scale Factor Converg.
 HF1128;SPC KS S     -   448,279.954   567,278.642   MT  1.00004031   +1 09 22.4
 HF1128;SPC OK N     -   232,388.436   722,832.809   MT  1.00007401   +0 48 55.0
 HF1128;SPC OK N     -   762,427.73  2,371,493.97   sFT  1.00007401   +0 48 55.0
 HF1128;UTM  14      - 4,107,117.914   711,670.725   MT  1.00015197   +1 26 11.8
 HF1128
 HF1128                          SUPERSEDED SURVEY CONTROL
 HF1128
 HF1128  NAD 83(1997)-  37 05 11.27471(N)    096 37 06.69309(W) AD(       ) 4
 HF1128  NAD 83(1986)-  37 05 11.29125(N)    096 37 06.68529(W) AD(       ) 4
 HF1128  NAD 27      -  37 05 11.16140(N)    096 37 05.59757(W) AD(       ) 3
 HF1128
 HF1128.Superseded values are not recommended for survey control.
 HF1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1128.See file dsdata.txt to determine how the superseded data were derived.
 HF1128
 HF1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG1167107118(NAD 83)
 HF1128_MARKER: 42 = RADIO/TV MAST
 HF1128
 HF1128  HISTORY     - Date     Condition        Report By
 HF1128  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1128
 HF1128                          STATION DESCRIPTION
 HF1128
 HF1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HF1128'STATION IS THE TOP-CENTER OF A TRIANGULAR SHAPED RADIO MAST
 HF1128'THAT IS 169 FEET HIGH.
 HF1128'
 HF1128'IT IS LOCATED ABOUT 6-1/2 MILES WEST OF CEDAR VALE, ABOUT
 HF1128'1-3/4 MILES SOUTH OF U.S. HIGHWAY NO. 166, 1-1/2 MILES EAST OF
 HF1128'STATE HIGHWAY NO. 15 AND ABOUT 100 FEET NORTHEAST OF THE
 HF1128'COMPANY OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0830 ***********************************************************************
 KG0830  DESIGNATION -  COPE
 KG0830  PID         -  KG0830
 KG0830  STATE/COUNTY-  KS/NORTON
 KG0830  USGS QUAD   -  NORTON (1978)
 KG0830
 KG0830                         *CURRENT SURVEY CONTROL
 KG0830  ___________________________________________________________________
 KG0830* NAD 83(1997)-  39 46 10.91430(N)    099 56 55.68318(W)     ADJUSTED  
 KG0830* NAVD 88     -       750.     (meters)    2461.     (feet)  SCALED    
 KG0830  ___________________________________________________________________
 KG0830  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 KG0830  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 KG0830
 KG0830  HORZ ORDER  -  FIRST
 KG0830
 KG0830.The horizontal coordinates were established by classical geodetic methods
 KG0830.and adjusted by the National Geodetic Survey in October 1998..
 KG0830
 KG0830.The orthometric height was scaled from a topographic map.
 KG0830
 KG0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0830
 KG0830.The geoid height was determined by GEOID03.
 KG0830
 KG0830;                    North         East     Units Scale Factor Converg.
 KG0830;SPC KS N     -   161,255.019   233,039.909   MT  0.99999782   -1 13 58.9
 KG0830;UTM  14      - 4,402,626.940   418,738.534   MT  0.99968130   -0 36 25.1
 KG0830
 KG0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0830!SPC KS N     -   0.99988618  x   0.99999782  =   0.99988400
 KG0830!UTM  14      -   0.99988618  x   0.99968130  =   0.99956752
 KG0830
 KG0830:                Primary Azimuth Mark                     Grid Az
 KG0830:SPC KS N     -  NORTON OLD CITY STANDPIPE                041 02 00.7
 KG0830:UTM  14      -  NORTON OLD CITY STANDPIPE                040 24 26.9
 KG0830
 KG0830|---------------------------------------------------------------------|
 KG0830| PID    Reference Object                     Distance      Geod. Az  |
 KG0830|                                                           dddmmss.s |
 KG0830| KG0832 NORTON OLD CITY STANDPIPE           APPROX. 7.3 KM 0394801.8 |
 KG0830| CN9017 COPE RM 1                            70.144 METERS 10038     |
 KG0830| CN9016 COPE AZ MK                                         1680842.8 |
 KG0830| KG0819 COUNTRY CHURCH SPIRE G              APPROX. 6.1 KM 2173156.8 |
 KG0830| CN9018 COPE RM 2                            42.062 METERS 25252     |
 KG0830| KH0722 NORCATUR MUNICIPAL TANK             APPROX.22.1 KM 2903315.3 |
 KG0830|---------------------------------------------------------------------|
 KG0830
 KG0830                          SUPERSEDED SURVEY CONTROL
 KG0830
 KG0830  NAD 83(1997)-  39 46 10.91617(N)    099 56 55.68359(W) AD(       ) 1
 KG0830  NAD 83(1986)-  39 46 10.91936(N)    099 56 55.68593(W) AD(       ) 1
 KG0830  NAD 27      -  39 46 10.90500(N)    099 56 54.23400(W) AD(       ) 1
 KG0830
 KG0830.Superseded values are not recommended for survey control.
 KG0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0830.See file dsdata.txt to determine how the superseded data were derived.
 KG0830
 KG0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK1873902627(NAD 83)
 KG0830_MARKER: DS = TRIANGULATION STATION DISK
 KG0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0830
 KG0830  HISTORY     - Date     Condition        Report By
 KG0830  HISTORY     - 1934     MONUMENTED       CGS
 KG0830  HISTORY     - 1950     GOOD             CGS
 KG0830
 KG0830                          STATION DESCRIPTION
 KG0830
 KG0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0830'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC. 19, T. 3 S., R.
 KG0830'23 W., 3-1/4 MILES WEST AND 4 MILES SOUTH OF NORTON, AND 4-1/4
 KG0830'MILES EAST AND 1-1/4 MILES SOUTH OF ORONOQUE, ON THE LAND OF MR.
 KG0830'HALL COPE, ON A SMALL KNOLL ABOUT 0.7 MILE A LITTLE WEST OF
 KG0830'NORTH OF THE HOUSE OF L.O. COPE, 45 FEET NORTH OF SECTION-LINE
 KG0830'FENCE, AND 243 FEET WEST OF T-FENCE SOUTH.
 KG0830'
 KG0830'STATION IS REACHED FROM THE COURTHOUSE IN NORTON BY GOING
 KG0830'WEST ON U.S. HIGHWAY 36 FOR 2.2 MILES, TURN LEFT AND GO 2.0 MILES
 KG0830'SOUTH, THEN TAKE T-ROAD RIGHT FOR 1.0 MILE WEST, TURN LEFT AND GO
 KG0830'2.0 MILES SOUTH, THEN TURN RIGHT INTO DIM ROUGH ROAD ALONG
 KG0830'SECTION-LINE FENCE FOR 0.15 MILE WEST TO TOP OF GRADE AND THE
 KG0830'STATION ON RIGHT.
 KG0830'
 KG0830'REFERENCE MARK NO. 1 IS A LITTLE SOUTH OF EAST OF STATION IN
 KG0830'SECTION-LINE FENCE, 18 FEET WEST OF T-FENCE SOUTH, AND PROJECTS
 KG0830'10 INCHES.
 KG0830'
 KG0830'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION IN FENCE,
 KG0830'170 FEET WEST OF GATE IN FENCE, AND PROJECTS 6 INCHES ABOVE GROUND.
 KG0830'
 KG0830'AZIMUTH MARK IS 0.7 MILE SOUTH-SOUTHEAST OF STATION, 21 FEET
 KG0830'SOUTH OF LANE LEADING WEST TO ONE-STORY HOUSE OF L.O. COPE, IN
 KG0830'FENCE WHICH IS 30 FEET EAST OF CENTERLINE OF ROAD, AND PROJECTS
 KG0830'8 INCHES ABOVE GROUND.  TO REACH FROM STATION, GO 0.15 MILE EAST
 KG0830'TO ROAD, TURN RIGHT AND GO 0.7 MILE SOUTH TO MARK ON LEFT.
 KG0830'
 KG0830'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KG0830
 KG0830                          STATION RECOVERY (1950)
 KG0830
 KG0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0830'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 KG0830'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KG0830'
 KG0830'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF NORTON AND
 KG0830'ON A SMALL KNOLL IN A PASTURE.  IT IS 0.15 MILE WEST OF A
 KG0830'NORTH-SOUTH SECTION LINE ROAD, 61 FEET NORTHWEST OF THE CENTER
 KG0830'OF A GATE AND 42.5 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 KG0830'STAMPED COPE 1934 AND PROJECTS 4 INCHES.
 KG0830'
 KG0830'REFERENCE MARK NO. 1 IS 2 FEET ABOVE THE LEVEL OF THE STATION
 KG0830'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED COPE
 KG0830'NO 1 1934 AND PROJECTS 14 INCHES.
 KG0830'
 KG0830'REFERENCE MARK NO. 2 IS 3 FEET BELOW THE LEVEL OF THE STATION
 KG0830'AND 2 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED COPE
 KG0830'NO 2 1934 AND PROJECTS 5 INCHES.
 KG0830'
 KG0830'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 KG0830'ROAD, 24 FEET SOUTH OF THE CENTER OF A WIRE GATE, 1.3 FEET NORTH
 KG0830'OF A WITNESS POST AND SET IN A NORTH-SOUTH FENCE LINE.  IT IS A
 KG0830'STANDARD REFERENCE MARK DISK, STAMPED COPE AZI 1934 AND PROJECTS
 KG0830'8 INCHES.  TO REACH THE AZIMUTH MARK FROM THE
 KG0830'STATION, GO EAST FOR 0.15 MILE TO A NORTH-SOUTH ROAD, TURN RIGHT
 KG0830'AND GO SOUTH FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 KG0830'DESCRIBED.
 KG0830'
 KG0830'TO REACH THE STATION FROM THE POST OFFICE IN NORTON, GO WEST FOR
 KG0830'0.1 MILE TO A STREET INTERSECTION AND THE JUNCTION OF U.S.
 KG0830'HIGHWAY 283, TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 283 FOR
 KG0830'0.75 MILE TO THE JUNCTION OF U.S. HIGHWAY 36.  TURN LEFT AND GO
 KG0830'WEST ON U.S. HIGHWAY 36 FOR 2.35 MILES TO A CROSSROAD, TURN LEFT
 KG0830'AND GO SOUTH FOR 2.0 MILE TO A T ROAD WEST, TURN RIGHT AND GO
 KG0830'WEST FOR 1.0 MILE TO A T INTERSECTION, TURN LEFT AND GO SOUTH FOR
 KG0830'2.0 MILES TO A WIRE GATE ON THE RIGHT, TURN RIGHT THROUGH THE
 KG0830'GATE AND GO WEST ALONG THE SOUTH SIDE OF A PASTURE FENCE FOR
 KG0830'0.15 MILE TO A WIRE GATE AND THE STATION ON THE RIGHT AS
 KG0830'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1001 ***********************************************************************
 HH1001  DESIGNATION -  COPELAND CONC ELEV SHAFT
 HH1001  PID         -  HH1001
 HH1001  STATE/COUNTY-  KS/GRAY
 HH1001  USGS QUAD   -  COPELAND (1969)
 HH1001
 HH1001                         *CURRENT SURVEY CONTROL
 HH1001  ___________________________________________________________________
 HH1001* NAD 83(1997)-  37 32 32.73566(N)    100 37 56.09690(W)     ADJUSTED  
 HH1001* NAVD 88     -                                                        
 HH1001  ___________________________________________________________________
 HH1001  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 HH1001  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HH1001
 HH1001  HORZ ORDER  -  THIRD
 HH1001
 HH1001.The horizontal coordinates were established by classical geodetic methods
 HH1001.and adjusted by the National Geodetic Survey in October 1998..
 HH1001
 HH1001
 HH1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1001
 HH1001.The geoid height was determined by GEOID03.
 HH1001
 HH1001;                    North         East     Units Scale Factor Converg.
 HH1001;SPC KS S     -   499,350.466   211,586.136   MT  0.99995723   -1 18 37.2
 HH1001;UTM  14      - 4,156,300.049   355,801.977   MT  0.99985612   -0 59 41.2
 HH1001
 HH1001                          SUPERSEDED SURVEY CONTROL
 HH1001
 HH1001  NAD 83(1997)-  37 32 32.74227(N)    100 37 56.09451(W) AD(       ) 4
 HH1001  NAD 83(1986)-  37 32 32.74081(N)    100 37 56.09867(W) AD(       ) 4
 HH1001  NAD 27      -  37 32 32.58511(N)    100 37 54.44423(W) AD(       ) 3
 HH1001
 HH1001.Superseded values are not recommended for survey control.
 HH1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1001.See file dsdata.txt to determine how the superseded data were derived.
 HH1001
 HH1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG5580256300(NAD 83)
 HH1001
 HH1001  HISTORY     - Date     Condition        Report By
 HH1001  HISTORY     - 1933     FIRST OBSERVED   CGS
 HH1001  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HH1001
 HH1001                          STATION DESCRIPTION
 HH1001
 HH1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1001'NO PREVIOUS DESCRIPTION.  NO OBSERVATIONS WERE MADE ON THIS
 HH1001'INTERSECTION STATION IN 1961.  THE SHAFT IS ON THE NORTHERN
 HH1001'SIDE OF THE ELEVATOR RATHER THAN ON THE WEST SIDE.
 HH1001'
 HH1001'THE ELEVATOR IS 120 FEET HIGH AND CONSISTS OF A SINGLE TANK
 HH1001'AND A HEAD HOUSE.  THE ELEVATOR IS NOW OWNED BY THE SECURITY
 HH1001'ELEVATOR COMPANY.
 HH1001'
 HH1001'THIS ELEVATOR IS IDENTICAL TO THE ELEVATOR IN TICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1003 ***********************************************************************
 HH1003  DESIGNATION -  COPELAND MUN WATER TANK
 HH1003  PID         -  HH1003
 HH1003  STATE/COUNTY-  KS/GRAY
 HH1003  USGS QUAD   -  COPELAND (1969)
 HH1003
 HH1003                         *CURRENT SURVEY CONTROL
 HH1003  ___________________________________________________________________
 HH1003* NAD 83(1997)-  37 32 26.07945(N)    100 37 47.28204(W)     ADJUSTED  
 HH1003* NAVD 88     -                                                        
 HH1003  ___________________________________________________________________
 HH1003  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 HH1003  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 HH1003
 HH1003  HORZ ORDER  -  THIRD
 HH1003
 HH1003.The horizontal coordinates were established by classical geodetic methods
 HH1003.and adjusted by the National Geodetic Survey in October 1998..
 HH1003
 HH1003
 HH1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1003
 HH1003.The geoid height was determined by GEOID03.
 HH1003
 HH1003;                    North         East     Units Scale Factor Converg.
 HH1003;SPC KS S     -   499,140.373   211,797.776   MT  0.99995744   -1 18 31.8
 HH1003;UTM  14      - 4,156,091.145   356,014.750   MT  0.99985537   -0 59 35.7
 HH1003
 HH1003                          SUPERSEDED SURVEY CONTROL
 HH1003
 HH1003  NAD 83(1997)-  37 32 26.08656(N)    100 37 47.27975(W) AD(       ) 4
 HH1003  NAD 83(1986)-  37 32 26.08372(N)    100 37 47.28353(W) AD(       ) 4
 HH1003  NAD 27      -  37 32 25.99909(N)    100 37 45.71739(W) AD(       ) 3
 HH1003
 HH1003.Superseded values are not recommended for survey control.
 HH1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1003.See file dsdata.txt to determine how the superseded data were derived.
 HH1003
 HH1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG5601556091(NAD 83)
 HH1003_MARKER: 53 = ELEVATED TANK
 HH1003
 HH1003  HISTORY     - Date     Condition        Report By
 HH1003  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH1003
 HH1003                          STATION DESCRIPTION
 HH1003
 HH1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1003'THE STATION IS THE FINIAL ATOP THE 125-FOOT HIGH, SILVER COLORED
 HH1003'WATER TANK WHICH IS 2 BLOCKS SOUTH OF U. S. HIGHWAY 56 AND 1 BLOCK
 HH1003'NORTH OF THE SCHOOL BUILDING IN COPELAND.  THE TANK IS IN THE
 HH1003'SOUTHWEST ANGLE OF A STREET INTERSECTION.  IT IS SUPPORTED BY A
 HH1003'BLACK, FOUR LEGGED STEEL STRUCTURE AND HAS COPELAND PAINTED IN
 HH1003'BLACK LETTERS ON THE EAST AND WEST SIDES OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1004 ***********************************************************************
 HH1004  DESIGNATION -  COPELAND RAD STA KAY 77 MAST
 HH1004  PID         -  HH1004
 HH1004  STATE/COUNTY-  KS/GRAY
 HH1004  USGS QUAD   -  COPELAND (1969)
 HH1004
 HH1004                         *CURRENT SURVEY CONTROL
 HH1004  ___________________________________________________________________
 HH1004* NAD 83(1997)-  37 33 09.60795(N)    100 37 52.51487(W)     ADJUSTED  
 HH1004* NAVD 88     -                                                        
 HH1004  ___________________________________________________________________
 HH1004  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 HH1004  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 HH1004
 HH1004  HORZ ORDER  -  THIRD
 HH1004
 HH1004.The horizontal coordinates were established by classical geodetic methods
 HH1004.and adjusted by the National Geodetic Survey in October 1998..
 HH1004
 HH1004
 HH1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1004
 HH1004.The geoid height was determined by GEOID03.
 HH1004
 HH1004;                    North         East     Units Scale Factor Converg.
 HH1004;SPC KS S     -   500,484.882   211,700.025   MT  0.99995609   -1 18 35.0
 HH1004;UTM  14      - 4,157,434.960   355,909.608   MT  0.99985574   -0 59 39.9
 HH1004
 HH1004                          SUPERSEDED SURVEY CONTROL
 HH1004
 HH1004  NAD 83(1997)-  37 33 09.61500(N)    100 37 52.51258(W) AD(       ) 4
 HH1004  NAD 83(1986)-  37 33 09.61226(N)    100 37 52.51625(W) AD(       ) 4
 HH1004  NAD 27      -  37 33 09.52497(N)    100 37 50.95228(W) AD(       ) 3
 HH1004
 HH1004.Superseded values are not recommended for survey control.
 HH1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1004.See file dsdata.txt to determine how the superseded data were derived.
 HH1004
 HH1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG5591057435(NAD 83)
 HH1004_MARKER: 42 = RADIO/TV MAST
 HH1004
 HH1004  HISTORY     - Date     Condition        Report By
 HH1004  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH1004
 HH1004                          STATION DESCRIPTION
 HH1004
 HH1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1004'THE STATION IS THE TOP CENTER OF THE 60-FOOT HIGH, SOUTHWEST BELL
 HH1004'TELEPHONE COMPANY MICROWAVE TOWER ON THE NORTHERN EDGE OF THE TOWN
 HH1004'OF COPELAND.  IT IS 3/4 MILE NORTH OF U. S. HIGHWAY 56 AND 0.1 MILE
 HH1004'EAST OF A NORTH-SOUTH PAVED ROAD.  THERE ARE TWO LARGE, ROUND
 HH1004'REFLECTORS ON THE TOP OF THE MAST.  THE REFLECTORS FACE SOUTHWEST
 HH1004'AND NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1002 ***********************************************************************
 HH1002  DESIGNATION -  COPELAND RIFFE BROS GRAIN ELEV
 HH1002  PID         -  HH1002
 HH1002  STATE/COUNTY-  KS/GRAY
 HH1002  USGS QUAD   -  COPELAND (1969)
 HH1002
 HH1002                         *CURRENT SURVEY CONTROL
 HH1002  ___________________________________________________________________
 HH1002* NAD 83(1997)-  37 32 37.52628(N)    100 37 37.60437(W)     ADJUSTED  
 HH1002* NAVD 88     -                                                        
 HH1002  ___________________________________________________________________
 HH1002  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 HH1002  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HH1002
 HH1002  HORZ ORDER  -  THIRD
 HH1002
 HH1002.The horizontal coordinates were established by classical geodetic methods
 HH1002.and adjusted by the National Geodetic Survey in October 1998..
 HH1002
 HH1002
 HH1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1002
 HH1002.The geoid height was determined by GEOID03.
 HH1002
 HH1002;                    North         East     Units Scale Factor Converg.
 HH1002;SPC KS S     -   499,487.748   212,043.335   MT  0.99995708   -1 18 25.8
 HH1002;UTM  14      - 4,156,439.832   356,258.367   MT  0.99985450   -0 59 30.0
 HH1002
 HH1002                          SUPERSEDED SURVEY CONTROL
 HH1002
 HH1002  NAD 83(1997)-  37 32 37.53338(N)    100 37 37.60209(W) AD(       ) 4
 HH1002  NAD 83(1986)-  37 32 37.53058(N)    100 37 37.60587(W) AD(       ) 4
 HH1002  NAD 27      -  37 32 37.44227(N)    100 37 36.04197(W) AD(       ) 3
 HH1002
 HH1002.Superseded values are not recommended for survey control.
 HH1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1002.See file dsdata.txt to determine how the superseded data were derived.
 HH1002
 HH1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG5625856440(NAD 83)
 HH1002_MARKER: 65 = GRAIN ELEVATOR
 HH1002
 HH1002  HISTORY     - Date     Condition        Report By
 HH1002  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH1002
 HH1002                          STATION DESCRIPTION
 HH1002
 HH1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1002'STATION IS THE VENTILATOR ATOP THE TALLER HEADHOUSE IN THE
 HH1002'APPROXIMATE MIDDLE OF THE DOUBLE ELEVATOR ON THE NORTHERN EDGE OF
 HH1002'THE TOWN OF COPELAND.  THIS DOUBLE ELEVATOR IS THE EASTERN ONE OF
 HH1002'THREE ELEVATORS IN TOWN AND THE TOP OF THE HEADHOUSE IS ABOUT 165
 HH1002'FEET ABOVE THE GROUND.  THE DOUBLE ELEVATOR SETS EAST AND WEST.
 HH1002'THE WESTERN ELEVATOR IS CEMENT COLORED.  8 TANKS LONG AND
 HH1002'2 TANKS WIDE, WITH THE TALLER HEADHOUSE AND THE STATION ON THE
 HH1002'EASTERN END OF THIS CEMENT COLORED ELEVATOR.  THE EASTER ELEVATOR
 HH1002'IS WHITE COLORED.  12 TANKS LONG AND THREE TANKS WIDE WITH
 HH1002'THE LOWER HEADHOUSE ON THE EASTERN THREE TANKS.  THE COMPANY REFERS
 HH1002'TO THE EASTERN ELEVATOR AS ELEVATOR AS ELEVATOR B AND THE
 HH1002'WESTERN ELEVATOR AS ELEVATOR C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0432 ***********************************************************************
 JF0432  DESIGNATION -  COPPER BOLT 1
 JF0432  PID         -  JF0432
 JF0432  STATE/COUNTY-  KS/GEARY
 JF0432  USGS QUAD   -  KANSAS FALLS (1978)
 JF0432
 JF0432                         *CURRENT SURVEY CONTROL
 JF0432  ___________________________________________________________________
 JF0432* NAD 83(1986)-  38 58 58.     (N)    096 57 27.     (W)     SCALED    
 JF0432* NAVD 88     -       335.409  (meters)    1100.42   (feet)  ADJUSTED  
 JF0432  ___________________________________________________________________
 JF0432  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 JF0432  DYNAMIC HT  -         335.175 (meters)    1099.65  (feet)  COMP
 JF0432  MODELED GRAV-     979,921.3   (mgal)                       NAVD 88
 JF0432
 JF0432  VERT ORDER  -  FIRST     CLASS II
 JF0432
 JF0432.The horizontal coordinates were scaled from a topographic map and have
 JF0432.an estimated accuracy of +/- 6 seconds.
 JF0432
 JF0432.The orthometric height was determined by differential leveling
 JF0432.and adjusted by the National Geodetic Survey in June 1991..
 JF0432
 JF0432.The geoid height was determined by GEOID03.
 JF0432
 JF0432.The dynamic height is computed by dividing the NAVD 88
 JF0432.geopotential number by the normal gravity value computed on the
 JF0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0432.degrees latitude (g = 980.6199 gals.).
 JF0432
 JF0432.The modeled gravity was interpolated from observed gravity values.
 JF0432
 JF0432;                    North         East    Units  Estimated Accuracy
 JF0432;SPC KS N     -    72,620.      490,330.      MT  (+/- 180 meters Scaled)
 JF0432
 JF0432                          SUPERSEDED SURVEY CONTROL
 JF0432
 JF0432  NGVD 29 (??/??/92)  335.286  (m)         1100.02   (f) ADJ UNCH    1 2
 JF0432
 JF0432.Superseded values are not recommended for survey control.
 JF0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0432.See file dsdata.txt to determine how the superseded data were derived.
 JF0432
 JF0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ769168(NAD 83)
 JF0432_MARKER: B = BOLT
 JF0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0432_SP_SET: ABUTMENT
 JF0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0432
 JF0432  HISTORY     - Date     Condition        Report By
 JF0432  HISTORY     - UNK      MONUMENTED       UPRR
 JF0432  HISTORY     - 1970     GOOD             NGS
 JF0432
 JF0432                          STATION DESCRIPTION
 JF0432
 JF0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0432'3.4 MI E FROM CHAPMAN.
 JF0432'ABOUT 3.45 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 JF0432'THE STATION AT CHAPMAN, AT THE EAST END OF STEEL PLATE BRIDGE NO.
 JF0432'148.84 OVER A CREEK, 12.2 FEET SOUTH OF THE SOUTH RAIL OF THE
 JF0432'TRACK, 5.0 FEET BELOW THE BASE OF THE RAILS, A 1/4-INCH COPPER
 JF0432'BOLT SET IN THE TOP AND 1.1 FEET NORTHEAST OF THE SOUTHWEST
 JF0432'CORNER OF THE SOUTH END OF THE BRIDGE SOCKET PORTION OF THE
 JF0432'EAST STONE ABUTMENT OF THE BRIDGE AND SURROUNDED BY THE LETTERS
 JF0432'U P B M.  SEC 26, T12S, R4E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0446 ***********************************************************************
 JF0446  DESIGNATION -  COPPER BOLT 2
 JF0446  PID         -  JF0446
 JF0446  STATE/COUNTY-  KS/DICKINSON
 JF0446  USGS QUAD   -  CHAPMAN (1979)
 JF0446
 JF0446                         *CURRENT SURVEY CONTROL
 JF0446  ___________________________________________________________________
 JF0446* NAD 83(1986)-  38 57 18.     (N)    097 04 02.     (W)     SCALED    
 JF0446* NAVD 88     -       340.706  (meters)    1117.80   (feet)  POSTED    
 JF0446  ___________________________________________________________________
 JF0446  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 JF0446  DYNAMIC HT  -         340.470 (meters)    1117.03  (feet)  COMP
 JF0446  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 JF0446
 JF0446  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JF0446
 JF0446.The horizontal coordinates were scaled from a topographic map and have
 JF0446.an estimated accuracy of +/- 6 seconds.
 JF0446
 JF0446.The orthometric height was determined by differential leveling
 JF0446.and adjusted by the National Geodetic Survey in 1992..
 JF0446.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JF0446.rate of 4.1 thru 8.0 mm/km.
 JF0446
 JF0446.The geoid height was determined by GEOID03.
 JF0446
 JF0446.The dynamic height is computed by dividing the NAVD 88
 JF0446.geopotential number by the normal gravity value computed on the
 JF0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0446.degrees latitude (g = 980.6199 gals.).
 JF0446
 JF0446.The modeled gravity was interpolated from observed gravity values.
 JF0446
 JF0446;                    North         East    Units  Estimated Accuracy
 JF0446;SPC KS N     -    69,430.      480,850.      MT  (+/- 180 meters Scaled)
 JF0446
 JF0446                          SUPERSEDED SURVEY CONTROL
 JF0446
 JF0446  NGVD 29 (??/??/92)  340.591  (m)         1117.42   (f) ADJ UNCH    1 2
 JF0446
 JF0446.Superseded values are not recommended for survey control.
 JF0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0446.See file dsdata.txt to determine how the superseded data were derived.
 JF0446
 JF0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ674135(NAD 83)
 JF0446_MARKER: B = BOLT
 JF0446_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0446_SP_SET: ABUTMENT
 JF0446_MARK LOGO: NONE  
 JF0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0446+STABILITY: SURFACE MOTION
 JF0446
 JF0446  HISTORY     - Date     Condition        Report By
 JF0446  HISTORY     - UNK      MONUMENTED       UPRR
 JF0446  HISTORY     - 1947     GOOD             NGS
 JF0446  HISTORY     - 1961     GOOD             NGS
 JF0446  HISTORY     - 1986     GOOD             NGS
 JF0446
 JF0446                          STATION DESCRIPTION
 JF0446
 JF0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF0446'2.9 MI SW FROM CHAPMAN.
 JF0446'2.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0446'STATION AT CHAPMAN, AT THE NORTHEAST END OF STEEL PLATE BRIDGE
 JF0446'NO. 155.19, 8.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 JF0446'TRACK, 3.4 FEET BELOW THE BASE OF THE RAILS, A 3/8-INCH COPPER
 JF0446'BOLT SET IN THE TOP OF AND 0.9 FOOT NORTH OF THE SOUTH CORNER
 JF0446'OF THE SOUTHEAST END OF THE BRIDGE SOCKET PORTION OF THE NORTHEAST
 JF0446'CONCRETE ABUTMENT OF THE BRIDGE AND SURROUNDED BY THE LETTERS
 JF0446'U P B M.
 JF0446
 JF0446                          STATION RECOVERY (1961)
 JF0446
 JF0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0446'RECOVERED IN GOOD CONDITION.
 JF0446
 JF0446                          STATION RECOVERY (1986)
 JF0446
 JF0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0446'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.7 KM (8.5
 JF0446'MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0446'ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0456 ***********************************************************************
 JF0456  DESIGNATION -  COPPER BOLT 3
 JF0456  PID         -  JF0456
 JF0456  STATE/COUNTY-  KS/DICKINSON
 JF0456  USGS QUAD   -  CHAPMAN (1979)
 JF0456
 JF0456                         *CURRENT SURVEY CONTROL
 JF0456  ___________________________________________________________________
 JF0456* NAD 83(1986)-  38 56 30.     (N)    097 06 07.     (W)     SCALED    
 JF0456* NAVD 88     -       342.714  (meters)    1124.39   (feet)  ADJUSTED  
 JF0456  ___________________________________________________________________
 JF0456  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 JF0456  DYNAMIC HT  -         342.473 (meters)    1123.60  (feet)  COMP
 JF0456  MODELED GRAV-     979,916.2   (mgal)                       NAVD 88
 JF0456
 JF0456  VERT ORDER  -  FIRST     CLASS II
 JF0456
 JF0456.The horizontal coordinates were scaled from a topographic map and have
 JF0456.an estimated accuracy of +/- 6 seconds.
 JF0456
 JF0456.The orthometric height was determined by differential leveling
 JF0456.and adjusted by the National Geodetic Survey in June 1991..
 JF0456
 JF0456.The geoid height was determined by GEOID03.
 JF0456
 JF0456.The dynamic height is computed by dividing the NAVD 88
 JF0456.geopotential number by the normal gravity value computed on the
 JF0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0456.degrees latitude (g = 980.6199 gals.).
 JF0456
 JF0456.The modeled gravity was interpolated from observed gravity values.
 JF0456
 JF0456;                    North         East    Units  Estimated Accuracy
 JF0456;SPC KS N     -    67,920.      477,860.      MT  (+/- 180 meters Scaled)
 JF0456
 JF0456                          SUPERSEDED SURVEY CONTROL
 JF0456
 JF0456  NGVD 29 (??/??/92)  342.606  (m)         1124.03   (f) ADJ UNCH    1 2
 JF0456
 JF0456.Superseded values are not recommended for survey control.
 JF0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0456.See file dsdata.txt to determine how the superseded data were derived.
 JF0456
 JF0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ644120(NAD 83)
 JF0456_MARKER: B = BOLT
 JF0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0456_SP_SET: BRIDGE ABUTMENT
 JF0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0456
 JF0456  HISTORY     - Date     Condition        Report By
 JF0456  HISTORY     - UNK      MONUMENTED       UPRR
 JF0456  HISTORY     - 1947     GOOD             NGS
 JF0456  HISTORY     - 1968     GOOD             NGS
 JF0456  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0456
 JF0456                          STATION DESCRIPTION
 JF0456
 JF0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF0456'1.2 MI NE FROM DETROIT.
 JF0456'1.25 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 JF0456'THE STATION AT DETROIT, AT THE NORTHEAST END OF STEEL PLATE
 JF0456'BRIDGE NO. 157.27, 8.6 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 JF0456'OF THE TRACK, 3.4 FEET BELOW THE BASE OF THE RAILS, A 1/4-INCH
 JF0456'COPPER BOLT SET IN THE TOP OF AND 0.8 FOOT NORTH OF THE SOUTH
 JF0456'CORNER OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 JF0456'OF THE BRIDGE, SURROUNDED BY THE LETTERS U P B M.
 JF0456
 JF0456                          STATION RECOVERY (1968)
 JF0456
 JF0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0456'RECOVERED IN GOOD CONDITION.
 JF0456
 JF0456                          STATION RECOVERY (1986)
 JF0456
 JF0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0456'THE ABUTMENT IS BROKEN AND WEATHER BEATEN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0462 ***********************************************************************
 JF0462  DESIGNATION -  COPPER BOLT 4
 JF0462  PID         -  JF0462
 JF0462  STATE/COUNTY-  KS/DICKINSON
 JF0462  USGS QUAD   -  ABILENE (1979)
 JF0462
 JF0462                         *CURRENT SURVEY CONTROL
 JF0462  ___________________________________________________________________
 JF0462* NAD 83(1986)-  38 55 34.     (N)    097 09 11.     (W)     SCALED    
 JF0462* NAVD 88     -       345.915  (meters)    1134.89   (feet)  ADJUSTED  
 JF0462  ___________________________________________________________________
 JF0462  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 JF0462  DYNAMIC HT  -         345.674 (meters)    1134.10  (feet)  COMP
 JF0462  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 JF0462
 JF0462  VERT ORDER  -  FIRST     CLASS II
 JF0462
 JF0462.The horizontal coordinates were scaled from a topographic map and have
 JF0462.an estimated accuracy of +/- 6 seconds.
 JF0462
 JF0462.The orthometric height was determined by differential leveling
 JF0462.and adjusted by the National Geodetic Survey in June 1991..
 JF0462
 JF0462.The geoid height was determined by GEOID03.
 JF0462
 JF0462.The dynamic height is computed by dividing the NAVD 88
 JF0462.geopotential number by the normal gravity value computed on the
 JF0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0462.degrees latitude (g = 980.6199 gals.).
 JF0462
 JF0462.The modeled gravity was interpolated from observed gravity values.
 JF0462
 JF0462;                    North         East    Units  Estimated Accuracy
 JF0462;SPC KS N     -    66,150.      473,440.      MT  (+/- 180 meters Scaled)
 JF0462
 JF0462                          SUPERSEDED SURVEY CONTROL
 JF0462
 JF0462  NGVD 29 (??/??/92)  345.806  (m)         1134.53   (f) ADJ UNCH    1 2
 JF0462
 JF0462.Superseded values are not recommended for survey control.
 JF0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0462.See file dsdata.txt to determine how the superseded data were derived.
 JF0462
 JF0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ601101(NAD 83)
 JF0462_MARKER: B = BOLT
 JF0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0462_SP_SET: BRIDGE ABUTMENT
 JF0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0462
 JF0462  HISTORY     - Date     Condition        Report By
 JF0462  HISTORY     - UNK      MONUMENTED       UPRR
 JF0462  HISTORY     - 1947     GOOD             NGS
 JF0462  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0462
 JF0462                          STATION DESCRIPTION
 JF0462
 JF0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF0462'1.8 MI SW FROM DETROIT.
 JF0462'1.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0462'STATION AT DETROIT, AT THE EAST END OF STEEL PLATE BRIDGE
 JF0462'NO. 160.27, 12.4 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 JF0462'4.5 FEET BELOW THE BASE OF THE RAILS, A 1/4-INCH COPPER BOLT
 JF0462'SET IN THE TOP OF AND 1.0 FOOT NORTHEAST OF THE SOUTHWEST CORNER
 JF0462'OF THE SOUTH END OF THE BRIDGE SOCKET PORTION OF THE EAST STONE
 JF0462'ABUTMENT OF THE BRIDGE AND SURROUNDED BY THE LETTERS U P B M.
 JF0462
 JF0462                          STATION RECOVERY (1986)
 JF0462
 JF0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0462'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0673 ***********************************************************************
 KG0673  DESIGNATION -  CORA RESET
 KG0673  PID         -  KG0673
 KG0673  STATE/COUNTY-  KS/SMITH
 KG0673  USGS QUAD   -  CORA (1973)
 KG0673
 KG0673                         *CURRENT SURVEY CONTROL
 KG0673  ___________________________________________________________________
 KG0673* NAD 83(1997)-  39 52 35.30605(N)    098 40 22.79082(W)     ADJUSTED  
 KG0673* NAVD 88     -       611.     (meters)    2005.     (feet)  SCALED    
 KG0673  ___________________________________________________________________
 KG0673  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 KG0673  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 KG0673
 KG0673  HORZ ORDER  -  SECOND
 KG0673
 KG0673.The horizontal coordinates were established by classical geodetic methods
 KG0673.and adjusted by the National Geodetic Survey in October 1998..
 KG0673
 KG0673.The orthometric height was scaled from a topographic map.
 KG0673
 KG0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0673
 KG0673.The geoid height was determined by GEOID03.
 KG0673
 KG0673;                    North         East     Units Scale Factor Converg.
 KG0673;SPC KS N     -   171,527.852   342,426.314   MT  1.00001644   -0 25 32.9
 KG0673;SPC NE       -     5,661.530   613,523.927   MT  1.00005808   +0 52 45.8
 KG0673;UTM  14      - 4,414,098.337   527,963.098   MT  0.99960963   +0 12 34.8
 KG0673
 KG0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0673!SPC KS N     -   0.99990818  x   1.00001644  =   0.99992461
 KG0673!SPC NE       -   0.99990818  x   1.00005808  =   0.99996625
 KG0673!UTM  14      -   0.99990818  x   0.99960963  =   0.99951784
 KG0673
 KG0673:                Primary Azimuth Mark                     Grid Az
 KG0673:SPC KS N     -  CORA AZ MK                               181 23 57.3
 KG0673:SPC NE       -  CORA AZ MK                               180 05 38.6
 KG0673:UTM  14      -  CORA AZ MK                               180 45 49.6
 KG0673
 KG0673|---------------------------------------------------------------------|
 KG0673| PID    Reference Object                     Distance      Geod. Az  |
 KG0673|                                                           dddmmss.s |
 KG0673| CN9019 CORA AZ MK                                         1805824.4 |
 KG0673| CN9021 CORA RM 2                            17.243 METERS 26821     |
 KG0673| KG0672 WOMER                               APPROX. 8.6 KM 3320029.5 |
 KG0673| CN9020 CORA RM 1                            18.380 METERS 35909     |
 KG0673|---------------------------------------------------------------------|
 KG0673
 KG0673                          SUPERSEDED SURVEY CONTROL
 KG0673
 KG0673  NAD 83(1997)-  39 52 35.30978(N)    098 40 22.79131(W) AD(       ) 2
 KG0673  NAD 83(1986)-  39 52 35.31316(N)    098 40 22.79035(W) AD(       ) 2
 KG0673  NAD 27      -  39 52 35.26800(N)    098 40 21.54000(W) AD(       ) 2
 KG0673
 KG0673.Superseded values are not recommended for survey control.
 KG0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0673.See file dsdata.txt to determine how the superseded data were derived.
 KG0673
 KG0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK2796314098(NAD 83)
 KG0673_MARKER: DS = TRIANGULATION STATION DISK
 KG0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0673
 KG0673  HISTORY     - Date     Condition        Report By
 KG0673  HISTORY     - 1950     MONUMENTED       CGS
 KG0673  HISTORY     - 1973     SEE DESCRIPTION  NGS
 KG0673
 KG0673                          STATION DESCRIPTION
 KG0673
 KG0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0673'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF BELLAIRE, 1.25
 KG0673'MILES SOUTH AND 0.5 MILE WEST OF CORA, IN THE EAST RIGHT-OF-WAY
 KG0673'FENCE LINE OF A NORTH AND SOUTH SECTION LINE ROAD.  IT IS 31.0
 KG0673'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 11.0 FEET SOUTH OF
 KG0673'A TRIANGLE BLAZED FENCE POST, 1.0 FOOT NORTH OF A WITNESS POST
 KG0673'AND 6 INCHES WEST OF A FENCE LINE.  IT IS STAMPED CORA 1950 AND
 KG0673'PROJECTS 2 INCHES.
 KG0673'
 KG0673'REFERENCE MARK NO. 1 IS 30.0 FEET EAST OF THE CENTER OF A GRAVELED
 KG0673'ROAD AND 1.0 FOOT WEST OF A FENCE LINE.  IT IS STAMPED CORA NO 1
 KG0673'1950 AND PROJECTS 2 INCHES.
 KG0673'
 KG0673'REFERENCE MARK NO. 2 IS 27.5 FEET WEST OF THE CENTER OF A GRAVELED
 KG0673'ROAD, 5.0 FEET EAST OF THE CENTER OF A CATTLE LANE AND 7 INCHES
 KG0673'EAST OF A FENCE LINE.  IT IS STAMPED CORA NO 2 1950 AND PROJECTS 3
 KG0673'INCHES.
 KG0673'
 KG0673'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 83.25 FEET.
 KG0673'
 KG0673'THE AZIMUTH MARK IS 31.0 FEET WEST OF THE CENTER OF A GRAVELED
 KG0673'ROAD, 2.0 FEET NORTH OF A WITNESS POST AND 1.0 FOOT EAST OF A
 KG0673'FENCE LINE.  IT IS STAMPED CORA 1950 AND PROJECTS 3 INCHES.
 KG0673'
 KG0673'TO REACH THE STATION FROM ROAD AND RAILROAD CROSSING
 KG0673'EAST OF THE DEPOT IN BELLAIRE, GO NORTH ON GRAVELED ROAD FOR
 KG0673'4.9 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 KG0673'NORTH ON GRAVELED ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT AS
 KG0673'DESCRIBED.
 KG0673'
 KG0673'(U.S.G.S., 1972)-- STATION MARK FOUND ON ITS SIDE.  NEW HIGHWAY
 KG0673'BUILT.
 KG0673
 KG0673                          STATION RECOVERY (1973)
 KG0673
 KG0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KG0673'THE UNDERGROUND STATION MARK WAS FOUND IN GOOD CONDITION AND
 KG0673'APPEARED TO BE IN ITS ORIGINAL POSITION.  THE SURFACE STATION MARK
 KG0673'AND REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE FOUND
 KG0673'DESTROYED.  BOTH REFERENCE MARKS WERE EXPOSED AND TILTED AND THE
 KG0673'ARROWS ON THE DISKS WERE POINTED TOWARD THE UNDERGROUND STATION
 KG0673'MARK.  THE SURFACE STATION MARK MONUMENT WAS LYING BY REFERENCE
 KG0673'MARK 1 AND THE AZIMUTH MARK WAS EXPOSED AND TILTED OUT OF
 KG0673'POSITION.  NEW STATION MARKS AND REFERENCE MARKS 3 AND 4 WERE
 KG0673'ESTABLISHED THIS DATE.  A NEW AZIMUTH MARK WAS NOT SET THIS
 KG0673'DATE AS TIE LINES WERE NOT VISIBLE FROM THE GROUND.
 KG0673'
 KG0673'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 KG0673'
 KG0673'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH OF BELLAIRE, IN THE
 KG0673'EAST RIGHT-OF-WAY ROAD DITCH OF A NORTH-SOUTH COUNTY ROAD.
 KG0673'
 KG0673'TO REACH THE STATION FROM THE ROAD AND RAILROAD CROSSING EAST OF
 KG0673'THE DEPOT IN BELLAIRE, GO NORTH ON A GRAVELED ROAD FOR 5.5 MILES
 KG0673'TO THE TOP OF HILL AND THE STATION ON THE RIGHT.
 KG0673'
 KG0673'THE STATION MARKS ARE STANDARD DISKS STAMPED CORA 1950 1973.
 KG0673'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 KG0673'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET EAST
 KG0673'OF THE CENTER OF THE GRAVELED ROAD, 4 FEET WEST OF THE WEST EDGE
 KG0673'OF A FIELD AND 1.8 FEET NORTHWEST OF A METAL WITNESS POST AND ON
 KG0673'A PROJECTED LINE EAST WHERE FIELDS DIVIDE ON THE WEST SIDE OF
 KG0673'THE ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KG0673'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 KG0673'
 KG0673'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CORA 1950 NO 3 1973,
 KG0673'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS
 KG0673'FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET EAST OF THE CENTER
 KG0673'OF THE GRAVELED ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 KG0673'
 KG0673'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CORA 1950 NO 4 1973,
 KG0673'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 KG0673'WITH THE GROUND SURFACE.  IT IS 28 FEET WEST OF THE CENTER OF THE
 KG0673'GRAVELED ROAD, 14 FEET SOUTH OF THE CENTER OF A FIELD APPROACH AND
 KG0673'1 FOOT SOUTH OF A METAL WITNESS POST.
 KG0673'
 KG0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.5 MILES NORTH
 KG0673'OF BELLAIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1390 ***********************************************************************
 HF1390  DESIGNATION -  CORBIN GRADE SCHOOL BELFRY
 HF1390  PID         -  HF1390
 HF1390  STATE/COUNTY-  KS/SUMNER
 HF1390  USGS QUAD   -  CALDWELL (1971)
 HF1390
 HF1390                         *CURRENT SURVEY CONTROL
 HF1390  ___________________________________________________________________
 HF1390* NAD 83(1997)-  37 07 15.44157(N)    097 32 47.72477(W)     ADJUSTED  
 HF1390* NAVD 88     -                                                        
 HF1390  ___________________________________________________________________
 HF1390  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HF1390  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HF1390
 HF1390  HORZ ORDER  -  THIRD
 HF1390
 HF1390.The horizontal coordinates were established by classical geodetic methods
 HF1390.and adjusted by the National Geodetic Survey in October 1998..
 HF1390
 HF1390
 HF1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1390
 HF1390.The geoid height was determined by GEOID03.
 HF1390
 HF1390;                    North         East     Units Scale Factor Converg.
 HF1390;SPC KS S     -   450,853.160   484,731.204   MT  1.00003184   +0 35 09.2
 HF1390;UTM  14      - 4,109,278.989   629,117.354   MT  0.99980537   +0 52 38.1
 HF1390
 HF1390                          SUPERSEDED SURVEY CONTROL
 HF1390
 HF1390  NAD 83(1997)-  37 07 15.44435(N)    097 32 47.72314(W) AD(       ) 4
 HF1390  NAD 83(1986)-  37 07 15.45060(N)    097 32 47.71636(W) AD(       ) 4
 HF1390  NAD 27      -  37 07 15.36298(N)    097 32 46.53287(W) AD(       ) 3
 HF1390
 HF1390.Superseded values are not recommended for survey control.
 HF1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1390.See file dsdata.txt to determine how the superseded data were derived.
 HF1390
 HF1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2911709279(NAD 83)
 HF1390_MARKER: 75 = BELFRY
 HF1390
 HF1390  HISTORY     - Date     Condition        Report By
 HF1390  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1390
 HF1390                          STATION DESCRIPTION
 HF1390
 HF1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1390'STATION IS THE TOP OF THE BELFRY ON THE NORTHEAST CORNER OF THE
 HF1390'SCHOOL BUILDING.  IT IS LOCATED ABOUT 0.2 MILE SOUTHWEST OF
 HF1390'THE VILLAGE OF CORBIN, IN THE SOUTHEAST 1/4 OF SECTION 5, T 34 S,
 HF1390'R 2 W.  IT IS A TWO-STORY RED BRICK STRUCTURE 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1385 ***********************************************************************
 HF1385  DESIGNATION -  CORBIN H H HUNTER ELEV CO ELEV
 HF1385  PID         -  HF1385
 HF1385  STATE/COUNTY-  KS/SUMNER
 HF1385  USGS QUAD   -  PERTH (1971)
 HF1385
 HF1385                         *CURRENT SURVEY CONTROL
 HF1385  ___________________________________________________________________
 HF1385* NAD 83(1997)-  37 07 40.50236(N)    097 32 37.13048(W)     ADJUSTED  
 HF1385* NAVD 88     -                                                        
 HF1385  ___________________________________________________________________
 HF1385  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 HF1385  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HF1385
 HF1385  HORZ ORDER  -  THIRD
 HF1385
 HF1385.The horizontal coordinates were established by classical geodetic methods
 HF1385.and adjusted by the National Geodetic Survey in October 1998..
 HF1385
 HF1385
 HF1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1385
 HF1385.The geoid height was determined by GEOID03.
 HF1385
 HF1385;                    North         East     Units Scale Factor Converg.
 HF1385;SPC KS S     -   451,628.390   484,984.807   MT  1.00003017   +0 35 15.7
 HF1385;UTM  14      - 4,110,055.324   629,366.954   MT  0.99980616   +0 52 45.0
 HF1385
 HF1385                          SUPERSEDED SURVEY CONTROL
 HF1385
 HF1385  NAD 83(1997)-  37 07 40.50526(N)    097 32 37.12932(W) AD(       ) 4
 HF1385  NAD 83(1986)-  37 07 40.51154(N)    097 32 37.12282(W) AD(       ) 4
 HF1385  NAD 27      -  37 07 40.42682(N)    097 32 35.95249(W) AD(       ) 3
 HF1385
 HF1385.Superseded values are not recommended for survey control.
 HF1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1385.See file dsdata.txt to determine how the superseded data were derived.
 HF1385
 HF1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2936710055(NAD 83)
 HF1385_MARKER: 53 = ELEVATED TANK
 HF1385
 HF1385  HISTORY     - Date     Condition        Report By
 HF1385  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1385
 HF1385                          STATION DESCRIPTION
 HF1385
 HF1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1385'LOCATED IN THE NORTHEAST EDGE OF THE VILLAGE OF CORBIN, ABOUT
 HF1385'150 FEET WEST OF THE MAIN STREET LEADING INTO THE VILLAGE.
 HF1385'
 HF1385'IT IS A WOOD FRAME BUILDING, COVERED WITH SHEET METAL, 55 FEET
 HF1385'HIGH.  THE POINT INTERSECTED WAS THE CENTER OF THE HEADHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1383 ***********************************************************************
 HF1383  DESIGNATION -  CORBIN RESET
 HF1383  PID         -  HF1383
 HF1383  STATE/COUNTY-  KS/SUMNER
 HF1383  USGS QUAD   -  PERTH (1971)
 HF1383
 HF1383                         *CURRENT SURVEY CONTROL
 HF1383  ___________________________________________________________________
 HF1383* NAD 83(1997)-  37 08 31.81818(N)    097 31 57.93717(W)     ADJUSTED  
 HF1383* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 HF1383  ___________________________________________________________________
 HF1383  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HF1383  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HF1383
 HF1383  HORZ ORDER  -  SECOND
 HF1383
 HF1383.The horizontal coordinates were established by classical geodetic methods
 HF1383.and adjusted by the National Geodetic Survey in October 1998..
 HF1383
 HF1383.The orthometric height was scaled from a topographic map.
 HF1383
 HF1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1383
 HF1383.The geoid height was determined by GEOID03.
 HF1383
 HF1383;                    North         East     Units Scale Factor Converg.
 HF1383;SPC KS S     -   453,220.286   485,935.821   MT  1.00002680   +0 35 39.8
 HF1383;UTM  14      - 4,111,651.686   630,309.647   MT  0.99980918   +0 53 09.7
 HF1383
 HF1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1383!SPC KS S     -   0.99994797  x   1.00002680  =   0.99997477
 HF1383!UTM  14      -   0.99994797  x   0.99980918  =   0.99975716
 HF1383
 HF1383:                Primary Azimuth Mark                     Grid Az
 HF1383:SPC KS S     -  PERTH S P WALLINGFORD ELEVATOR           031 18 34.7
 HF1383:UTM  14      -  PERTH S P WALLINGFORD ELEVATOR           031 01 04.8
 HF1383
 HF1383|---------------------------------------------------------------------|
 HF1383| PID    Reference Object                     Distance      Geod. Az  |
 HF1383|                                                           dddmmss.s |
 HF1383| HF1382 PERTH S P WALLINGFORD ELEVATOR      APPROX. 4.4 KM 0315414.5 |
 HF1383| AI1683 CORBIN RM 1                           9.344 METERS 03911     |
 HF1383| HF1341 ROME GRAIN ELEVATOR                 APPROX.12.6 KM 0805646.3 |
 HF1383| AI1685 CORBIN AZ MK                                       1523115.1 |
 HF1383| HF1386 CORBIN S P WALLINGFORD ELEV         APPROX. 2.0 KM 2111046.8 |
 HF1383| AI1684 CORBIN RM 2                          10.119 METERS 26514     |
 HF1383|---------------------------------------------------------------------|
 HF1383
 HF1383                          SUPERSEDED SURVEY CONTROL
 HF1383
 HF1383  NAD 83(1997)-  37 08 31.82126(N)    097 31 57.93561(W) AD(       ) 2
 HF1383  NAD 83(1986)-  37 08 31.82757(N)    097 31 57.92927(W) AD(       ) 2
 HF1383  NAD 27      -  37 08 31.74734(N)    097 31 56.75558(W) AD(       ) 2
 HF1383
 HF1383.Superseded values are not recommended for survey control.
 HF1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1383.See file dsdata.txt to determine how the superseded data were derived.
 HF1383
 HF1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3031011652(NAD 83)
 HF1383_MARKER: DS = TRIANGULATION STATION DISK
 HF1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1383_STAMPING: CORBIN 1957 1985
 HF1383_MARK LOGO: NGS   
 HF1383_PROJECTION: PROJECTING 15 CENTIMETERS
 HF1383_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1383+STABILITY: SURFACE MOTION
 HF1383
 HF1383  HISTORY     - Date     Condition        Report By
 HF1383  HISTORY     - 1985     MONUMENTED       NGS
 HF1383
 HF1383                          STATION DESCRIPTION
 HF1383
 HF1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 HF1383'THE SURFACE STATION MARK AND REFERENCE MARK 2 WERE FOUND TILTED OUT OF
 HF1383'POSITION.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH
 HF1383'MARK WAS SEARCHED FOR BUT NOT FOUND AND IS PRESUMED DESTROYED BY
 HF1383'FARMING OPERATIONS.  A NEW SURFACE STATION MARK WAS SET DIRECTLY OVER
 HF1383'THE UNDERGROUND MARK AND A REFERENCE MARK 3 AND AN AZIMUTH MARK 2 WERE
 HF1383'ESTABLISHED THIS DATE.  THE DISTANCE TO REFERENCE MARK 1 0.019 M
 HF1383'(0.062 FT) SHORTER THAN 1957 DATA AND THE DIRECTION WAS 8 MINUTES, 45
 HF1383'SECONDS SMALLER.  DUE TO THE CHANGES, A NEW DESCRIPTION FOLLOWS.  THE
 HF1383'STATION IS LOCATED ABOUT 12.9 KM (8.00 MI) SOUTH OF MAYFIELD, 2.0 KM
 HF1383'(1.25 MI) NORTHEAST OF CORBIN, IN THE SE1/4, SEC28, T33S, R2W AND ON
 HF1383'ROAD RIGHT-OF-WAY OF A COUNTY ROAD, AT A RAILROAD CROSSING.  TO REACH
 HF1383'THE STATION FROM THE POST OFFICE IN CORBIN, GO NORTH ON A GRAVELED
 HF1383'STREET FOR 0.32 KM (0.20 MI) TO A CROSS ROAD, AT THE WALLINGFORD GRAIN
 HF1383'ELEVATIOR.  TURN RIGHT AND GO EAST ON A PAVED ROAD FOR 1.13 KM (0.70
 HF1383'MI) TO A CURVE TO THE RIGHT, AND THE AZIMUTH MARK IN THE NORTH
 HF1383'HEADWALL OF A CULVERT ABOUT MIDWAY THROUGH THE CURVE.  CONTINUE EAST
 HF1383'ON A GRADED ROAD FOR 0.16 KM (0.10 MI) TO A CROSS ROAD.  TURN LEFT AND
 HF1383'GO NORTH FOR 1.61 KM (1.00 MI) TO A CROSS ROAD.  TURN LEFT AND GO WEST
 HF1383'FOR 0.40 KM (0.25 MI) TO A RAILROAD CROSSING AND THE STATION ON THE
 HF1383'RIGHT.  THE STATION IS A STANDARD NGS DISK STAMPED---CORBIN 1957
 HF1383'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES,
 HF1383'(30 CM) IN DIAMETER, PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.
 HF1383'THE STATION IS LOCATED 14.30 METERS (46.92 FT) WEST FROM THE WEST RAIL
 HF1383'OF THE RAILROAD TRACKS, 11.58 METERS (37.99 FT) SOUTHWEST FROM A
 HF1383'TELEPHONE POLE, 7.0 METERS (23.0 FT) NORTH FROM THE CENTERLINE OF THE
 HF1383'ROAD, 0.70 METERS (2.30 FT) NORTHWEST FROM A WITNESS POST. REFERENCE
 HF1383'MARK NO 1 IS A STANDARD CGS DISK STAMPED---CORBIN NO 1 1957---, SET
 HF1383'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10.0 INCHES (25 CM) IN
 HF1383'DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND. THE STATION IS
 HF1383'LOCATED 13.11 METERS (43.01 FT) WEST FROM THE WEST RAIL OF THE TRACKS,
 HF1383'16.2 METERS (53.1 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 2.50
 HF1383'METERS (8.20 FT) SOUTHWEST FROM THE TELEPHONE LINE POLE, 0.91 METERS
 HF1383'(2.99 FT) EAST FROM A FENCE, AND 0 METERS (0.0 FT) LOWER THAN THE
 HF1383'STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED,---CORBIN
 HF1383'1957 NO 3 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 HF1383'INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE STATION IS
 HF1383'LOCATED 16.15 METERS (52.99 FT) NORTHWEST FROM THE WEST RAIL OF THE
 HF1383'TRACKS, 6.5 METERS (21.3 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 HF1383'5.88 METERS (19.29 FT) NORTH-NORTHWEST FROM A TELEPHONE POLE, 0.3
 HF1383'METERS (1.0 FT) NORTHEAST FROM A SHORT, DIAGONAL FENCE.  AZIMUTH MARK
 HF1383'NO 2 IS A STANDARD NGS DISK STAMPED---CORBIN 1957 NO 2 1985---,
 HF1383'CEMENTED INTO A DRILLED HOLE IN THE SOUTHEAST END OF THE NORTHEAST
 HF1383'HEADWALL OF A CONCRETE CULVERT UNDER THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1386 ***********************************************************************
 HF1386  DESIGNATION -  CORBIN S P WALLINGFORD ELEV
 HF1386  PID         -  HF1386
 HF1386  STATE/COUNTY-  KS/SUMNER
 HF1386  USGS QUAD   -  PERTH (1971)
 HF1386
 HF1386                         *CURRENT SURVEY CONTROL
 HF1386  ___________________________________________________________________
 HF1386* NAD 83(1997)-  37 07 36.70334(N)    097 32 39.58839(W)     ADJUSTED  
 HF1386* NAVD 88     -                                                        
 HF1386  ___________________________________________________________________
 HF1386  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 HF1386  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HF1386
 HF1386  HORZ ORDER  -  THIRD
 HF1386
 HF1386.The horizontal coordinates were established by classical geodetic methods
 HF1386.and adjusted by the National Geodetic Survey in October 1998..
 HF1386
 HF1386
 HF1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1386
 HF1386.The geoid height was determined by GEOID03.
 HF1386
 HF1386;                    North         East     Units Scale Factor Converg.
 HF1386;SPC KS S     -   451,510.656   484,925.338   MT  1.00003042   +0 35 14.2
 HF1386;UTM  14      - 4,109,937.315   629,308.098   MT  0.99980598   +0 52 43.5
 HF1386
 HF1386                          SUPERSEDED SURVEY CONTROL
 HF1386
 HF1386  NAD 83(1997)-  37 07 36.70625(N)    097 32 39.58705(W) AD(       ) 4
 HF1386  NAD 83(1986)-  37 07 36.71254(N)    097 32 39.58048(W) AD(       ) 4
 HF1386  NAD 27      -  37 07 36.62881(N)    097 32 38.40676(W) AD(       ) 3
 HF1386
 HF1386.Superseded values are not recommended for survey control.
 HF1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1386.See file dsdata.txt to determine how the superseded data were derived.
 HF1386
 HF1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2930809937(NAD 83)
 HF1386_MARKER: 53 = ELEVATED TANK
 HF1386
 HF1386  HISTORY     - Date     Condition        Report By
 HF1386  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1386
 HF1386                          STATION DESCRIPTION
 HF1386
 HF1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1386'LOCATED IN THE NORTH EDGE OF THE VILLAGE OF CORBIN, 164 FEET
 HF1386'NORTH OF THE INTERSECTION OF A GRADED ROAD AND THE STREET
 HF1386'LEADING SOUTH INTO THE VILLAGE.
 HF1386'
 HF1386'IT IS A WOOD FRAME STRUCTURE COVERED WITH SHEET METAL, 65 FEET
 HF1386'HIGH.  THE POINT INTERSECTED WAS THE CENTER OF THE HEADHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0845 ***********************************************************************
 JG0845  DESIGNATION -  CORDIA
 JG0845  PID         -  JG0845
 JG0845  STATE/COUNTY-  KS/RUSH
 JG0845  USGS QUAD   -  LA CROSSE NW (1968)
 JG0845
 JG0845                         *CURRENT SURVEY CONTROL
 JG0845  ___________________________________________________________________
 JG0845* NAD 83(1997)-  38 40 09.69854(N)    099 25 47.83552(W)     ADJUSTED  
 JG0845* NAVD 88     -       641.     (meters)    2103.     (feet)  SCALED    
 JG0845  ___________________________________________________________________
 JG0845  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JG0845  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0845
 JG0845  HORZ ORDER  -  THIRD
 JG0845
 JG0845.The horizontal coordinates were established by classical geodetic methods
 JG0845.and adjusted by the National Geodetic Survey in October 1998..
 JG0845
 JG0845.The orthometric height was scaled from a topographic map.
 JG0845
 JG0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0845
 JG0845.The geoid height was determined by GEOID03.
 JG0845
 JG0845;                    North         East     Units Scale Factor Converg.
 JG0845;SPC KS S     -   622,682.188   319,067.389   MT  1.00002193   -0 34 17.3
 JG0845;SPC KS N     -    38,285.206   275,557.940   MT  1.00000797   -0 54 17.1
 JG0845;UTM  14      - 4,280,173.915   462,596.773   MT  0.99961723   -0 16 07.1
 JG0845
 JG0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0845!SPC KS S     -   0.99990348  x   1.00002193  =   0.99992541
 JG0845!SPC KS N     -   0.99990348  x   1.00000797  =   0.99991145
 JG0845!UTM  14      -   0.99990348  x   0.99961723  =   0.99952075
 JG0845
 JG0845:                Primary Azimuth Mark                     Grid Az
 JG0845:SPC KS S     -  LIEBENTHAL ST JOSEPH CATH CH             100 36 44.3
 JG0845:SPC KS N     -  LIEBENTHAL ST JOSEPH CATH CH             100 56 44.1
 JG0845:UTM  14      -  LIEBENTHAL ST JOSEPH CATH CH             100 18 34.1
 JG0845
 JG0845|---------------------------------------------------------------------|
 JG0845| PID    Reference Object                     Distance      Geod. Az  |
 JG0845|                                                           dddmmss.s |
 JG0845| JG0839 LIEBENTHAL ST JOSEPH CATH CH        APPROX. 9.8 KM 1000227.0 |
 JG0845| CK8399 CORDIA RM 1                          10.332 METERS 18241     |
 JG0845| CK8400 CORDIA RM 2                          13.240 METERS 26939     |
 JG0845| CK8398 CORDIA AZ MK                                       2694445.6 |
 JG0845|---------------------------------------------------------------------|
 JG0845
 JG0845                          SUPERSEDED SURVEY CONTROL
 JG0845
 JG0845  NAD 83(1986)-  38 40 09.70711(N)    099 25 47.83402(W) AD(       ) 3
 JG0845  NAD 27      -  38 40 09.65900(N)    099 25 46.44800(W) AD(       ) 3
 JG0845
 JG0845.Superseded values are not recommended for survey control.
 JG0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0845.See file dsdata.txt to determine how the superseded data were derived.
 JG0845
 JG0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6259780174(NAD 83)
 JG0845_MARKER: DS = TRIANGULATION STATION DISK
 JG0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0845_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0845
 JG0845  HISTORY     - Date     Condition        Report By
 JG0845  HISTORY     - 1953     MONUMENTED       CGS
 JG0845
 JG0845                          STATION DESCRIPTION
 JG0845
 JG0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0845'THE STATION IS IN SEC. 16, T 16 S, R 19 W, 6 MILES WEST-NORTHWEST
 JG0845'OF LIEBENTHAL, 2 MILES SOUTH OF THE ELLIS-RUSH COUNTY LINE, IN
 JG0845'THE NORTHWEST CORNER OF A CEMETERY, 26 FEET SOUTH OF A DIRT ROAD,
 JG0845'6 FEET EAST-SOUTHEAST OF A 4 IN X 4 IN WITNESS POST AND 5 FEET
 JG0845'SOUTHWEST OF A STONE FENCE CORNER POST.
 JG0845'
 JG0845'TO REACH THE STATION FROM THE POST OFFICE IN LIEBENTHAL GO
 JG0845'SOUTH ON U.S. HIGHWAY 183 FOR 1.0 MILES TO A CROSS ROAD, TURN
 JG0845'RIGHT AND GO WEST ON A GRAVELED ROAD (RUSH COUNTY NO. 587) FOR
 JG0845'6.5 MILES TO A CROSS ROAD, TURN RIGHT AND GO NORTH ON A GRAVELED
 JG0845'ROAD FOR 2.0 MILES TO A CROSS ROAD AND THE AZIMUTH MARK ON THE
 JG0845'RIGHT, TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.5 MILE TO A
 JG0845'CEMETERY AND THE STATION MARK ON THE RIGHT AS DESCRIBED.
 JG0845'
 JG0845'REFERENCE MARK NO. 1 IS 38 FEET SOUTH OF THE STONE FENCE CORNER
 JG0845'POST AND 5 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 3
 JG0845'INCHES AND THE DISK IS STAMPED CORDIA NO 1 1953.
 JG0845'
 JG0845'REFERENCE MARK NO. 2 IS 48 FEET WEST OF THE FENCE CORNER, 26
 JG0845'FEET SOUTH OF THE DIRT ROAD, AND 5 FEET SOUTH OF A WIRE FENCE.
 JG0845'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CORDIA NO
 JG0845'2 1953.
 JG0845'
 JG0845'THE AZIMUTH MARK IS 40 FEET SOUTHEAST OF THE INTERSECTION OF TWO
 JG0845'ROADS, 13 FEET NORTH OF A POWER-LINE POLE, 4 FEET NORTH OF A
 JG0845'4 IN X 4 IN WITNESS POST, AND 2-1/2 FEET SOUTHEAST OF A STONE
 JG0845'FENCE CORNER POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JG0845'STAMPED CORDIA 1953.
 JG0845'
 JG0845'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0626 ***********************************************************************
 KG0626  DESIGNATION -  CORINTH
 KG0626  PID         -  KG0626
 KG0626  STATE/COUNTY-  KS/OSBORNE
 KG0626  USGS QUAD   -  MILL CREEK (1979)
 KG0626
 KG0626                         *CURRENT SURVEY CONTROL
 KG0626  ___________________________________________________________________
 KG0626* NAD 83(1997)-  39 27 04.97786(N)    098 29 44.94183(W)     ADJUSTED  
 KG0626* NAVD 88     -       459.91   (+/-2cm)    1508.9    (feet)  VERTCON   
 KG0626  ___________________________________________________________________
 KG0626  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 KG0626  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 KG0626
 KG0626  HORZ ORDER  -  THIRD
 KG0626  VERT ORDER  -  THIRD ? (See Below)
 KG0626
 KG0626.The horizontal coordinates were established by classical geodetic methods
 KG0626.and adjusted by the National Geodetic Survey in October 1998..
 KG0626
 KG0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0626.The vertical order pertains to the NGVD 29 superseded value.
 KG0626
 KG0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0626
 KG0626.The geoid height was determined by GEOID03.
 KG0626
 KG0626;                    North         East     Units Scale Factor Converg.
 KG0626;SPC KS N     -   124,234.343   357,325.167   MT  0.99996297   -0 18 49.4
 KG0626;UTM  14      - 4,366,990.236   543,379.436   MT  0.99962317   +0 19 13.3
 KG0626
 KG0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0626!SPC KS N     -   0.99993198  x   0.99996297  =   0.99989496
 KG0626!UTM  14      -   0.99993198  x   0.99962317  =   0.99955518
 KG0626
 KG0626|---------------------------------------------------------------------|
 KG0626| PID    Reference Object                     Distance      Geod. Az  |
 KG0626|                                                           dddmmss.s |
 KG0626| CN9033 CORINTH RM 3                         14.474 METERS 00136     |
 KG0626| KG0583 CAWKER CITY MUNICIPAL TANK          APPROX. 8.5 KM 0403648.8 |
 KG0626| KG0621 GLEN ELDER MUNICIPAL STANDPIPE      APPROX.16.7 KM 0711704.9 |
 KG0626| CN9031 CORINTH RM 1                         10.454 METERS 08555     |
 KG0626| CN9029 CORINTH AZ MK                                      1173556.3 |
 KG0626| CN9032 CORINTH RM 2                         16.553 METERS 17426     |
 KG0626| CN9030 CORINTH AZ MK 2                                    2740451.7 |
 KG0626|---------------------------------------------------------------------|
 KG0626
 KG0626                          SUPERSEDED SURVEY CONTROL
 KG0626
 KG0626  NAD 83(1986)-  39 27 04.98608(N)    098 29 44.94264(W) AD(       ) 3
 KG0626  NAD 27      -  39 27 04.95400(N)    098 29 43.71300(W) AD(       ) 3
 KG0626  NGVD 29 (07/19/86)  459.73   (m)         1508.3    (f) LEVELING    3  
 KG0626
 KG0626.Superseded values are not recommended for survey control.
 KG0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0626.See file dsdata.txt to determine how the superseded data were derived.
 KG0626
 KG0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ4337966990(NAD 83)
 KG0626_MARKER: DS = TRIANGULATION STATION DISK
 KG0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0626
 KG0626  HISTORY     - Date     Condition        Report By
 KG0626  HISTORY     - 1950     MONUMENTED       CGS
 KG0626  HISTORY     - 1969     GOOD             CGS
 KG0626
 KG0626                          STATION DESCRIPTION
 KG0626
 KG0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0626'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH AND 3.5 MILES WEST
 KG0626'OF CAWKER CITY AND ABOUT 2.5 MILES NORTH AND 2.5 MILES EAST OF
 KG0626'THE VILLAGE OF CORINTH IN THE NORTH EDGE OF AN ABANDONED
 KG0626'FARMYARD.  IT IS 34 FEET SOUTH OF THE CENTER OF A ROAD, 18 FEET
 KG0626'WEST OF THE CENTER OF DRIVEWAY INTO FARMYARD AND 7 FEET SOUTHWEST
 KG0626'OF A WITNESS POST.  IT IS STAMPED CORINTH 1950 AND PROJECTS 5
 KG0626'INCHES.
 KG0626'
 KG0626'REFERENCE MARK NO. 1 IS IN THE NORTH EDGE OF THE FARMYARD,
 KG0626'32 FEET SOUTH OF THE CENTER OF ROAD AND 16 FEET EAST OF THE
 KG0626'CENTER OF DRIVEWAY INTO FARMYARD.  IT IS STAMPED CORINTH NO 1
 KG0626'1950 AND PROJECTS 3 INCHES.
 KG0626'
 KG0626'REFERENCE MARK NO. 2 IS SET IN AN OPEN FIELD, 15 FEET WEST OF
 KG0626'THE CENTER OF DRIVEWAY INTO FARMYARD.  IT IS STAMPED CORINTH NO 2
 KG0626'1950 AND PROJECTS 3 INCHES.
 KG0626'
 KG0626'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 63.43 FEET.
 KG0626'
 KG0626'THE AZIMUTH MARK IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 KG0626'18 FEET EAST OF THE CENTER OF A ROAD, 12 FEET SOUTH OF THE
 KG0626'CENTER OF ENTRANCE TO FIELD AND 1 FOOT WEST OF A WITNESS POST.
 KG0626'IT IS STAMPED CORINTH 1950 AND PROJECTS 3 INCHES.
 KG0626'
 KG0626'TO REACH THE STATION FROM THE INTERSECTION AT THE WEST CAUTION
 KG0626'LIGHT IN CAWKER CITY, GO SOUTH ON GRAVELED ROAD FOR 4.45 MILES
 KG0626'TO A CROSSROAD, TURN RIGHT AND GO WEST ON DIRT ROAD FOR 3.1 MILES
 KG0626'TO A CROSSROAD.  (TURN LEFT AND GO SOUTH FOR 0.15 MILE TO AN
 KG0626'ENTRANCE TO FIELD AND AZIMUTH MARK ON LEFT AS DESCRIBED.)
 KG0626'CONTINUE WEST FOR 0.35 MILE TO A DRIVEWAY INTO AN ABANDONED
 KG0626'FARMYARD AND STATION ON LEFT AS DESCRIBED.
 KG0626
 KG0626                          STATION RECOVERY (1969)
 KG0626
 KG0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0626'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 KG0626'FOUND IN GOOD CONDITION BUT THE REFERENCE MARK HAS BEEN HIT BY
 KG0626'FARM MACHINERY BUT APPEARS IN ITS ORIGINAL POSITION.  REFERENCE
 KG0626'MARK NO. 2 WAS SEARCHED FOR BUT NOT FOUND, THE MARK SITE IS NOW
 KG0626'IN A CULTIVATED FIELD.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 KG0626'NOT FOUND AND THE AREA AT THE MARK SITE IS NOW IN CULTIVATION.
 KG0626'
 KG0626'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WERE SET.
 KG0626'
 KG0626'FOLLOWING IS A NEW DESCRIPTION.
 KG0626'
 KG0626'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DOWNS, GO
 KG0626'SOUTH ON STATE HIGHWAY 181 FOR 3.55 MILES TO A CROSSROAD.  TURN
 KG0626'LEFT AND GO EAST ON A DIRT ROAD FOR 2.1 MILES TO A CROSSROAD AND
 KG0626'THE AZIMUTH MARK IN THE NORTHWEST ANGLE.  CONTINUE EAST ON
 KG0626'A DIRT ROAD FOR 2.1 MILES TO A CROSSROAD AND THE AZIMUTH MARK
 KG0626'IN THE NORTHWEST ANGLE.  CONTINUE EAST ON A DIRT ROAD FOR 0.65
 KG0626'MILES TO TWO ABANDONED FARM BUILDINGS AND THE STATION ON THE
 KG0626'RIGHT.
 KG0626'
 KG0626'STATION MARK, A STANDARD DISK STAMPED CORINTH 1950, IS SET IN THE
 KG0626'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 KG0626'OF THE GROUND.  IT IS 203 FEET NORTH OF THE NORTHEAST CORNER
 KG0626'OF OLD ABANDONED HOUSE, 31.5 FEET SOUTH OF THE CENTER OF THE DIRT
 KG0626'ROAD, AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE UNDERGROUND
 KG0626'MARK WAS NOT INSPECTED.
 KG0626'
 KG0626'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CORINTH NO. 1 1950,
 KG0626'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1
 KG0626'INCH.  IT IS 30 FEET SOUTH OF THE CENTER OF THE DIRT ROAD
 KG0626'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KG0626'
 KG0626'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CORINTH 1950 NO.
 KG0626'3 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KG0626'PROJECTS 2 INCHES.  IT IS 15 FEET NORTH OF THE CENTER OF THE DIRT
 KG0626'ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.
 KG0626'
 KG0626'AZIMUTH MARK, A STANDARD DISK STAMPED CORINTH 1950 1969, IS SET
 KG0626'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 KG0626'IT IS 78 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 19.5 FEET
 KG0626'WEST OF THE CENTER OF A DIRT ROAD, 1.5 FEET SOUTH OF A POWERLINE
 KG0626'POLE, AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KG0626'
 KG0626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 KG0626'NNW OF DOWNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0804 ***********************************************************************
 HH0804  DESIGNATION -  CORN
 HH0804  PID         -  HH0804
 HH0804  STATE/COUNTY-  KS/STANTON
 HH0804  USGS QUAD   -  RICHFIELD NE (1973)
 HH0804
 HH0804                         *CURRENT SURVEY CONTROL
 HH0804  ___________________________________________________________________
 HH0804* NAD 83(1997)-  37 29 25.68124(N)    101 45 30.73838(W)     ADJUSTED  
 HH0804* NAVD 88     -      1028.7    (meters)    3375.     (feet)  VERTCON   
 HH0804  ___________________________________________________________________
 HH0804  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 HH0804  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 HH0804
 HH0804  HORZ ORDER  -  SECOND
 HH0804
 HH0804.The horizontal coordinates were established by classical geodetic methods
 HH0804.and adjusted by the National Geodetic Survey in October 1998..
 HH0804
 HH0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0804
 HH0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0804
 HH0804.The geoid height was determined by GEOID03.
 HH0804
 HH0804;                    North         East     Units Scale Factor Converg.
 HH0804;SPC KS S     -   496,464.370   111,894.832   MT  0.99996354   -2 00 08.9
 HH0804;UTM  14      - 4,152,858.531   256,116.947   MT  1.00033271   -1 40 47.1
 HH0804
 HH0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0804!SPC KS S     -   0.99984249  x   0.99996354  =   0.99980603
 HH0804!UTM  14      -   0.99984249  x   1.00033271  =   1.00017514
 HH0804
 HH0804:                Primary Azimuth Mark                     Grid Az
 HH0804:SPC KS S     -  JOHNSON MUN WATER TANK                   006 19 33.5
 HH0804:UTM  14      -  JOHNSON MUN WATER TANK                   006 00 11.7
 HH0804
 HH0804|---------------------------------------------------------------------|
 HH0804| PID    Reference Object                     Distance      Geod. Az  |
 HH0804|                                                           dddmmss.s |
 HH0804| HH0837 JOHNSON MUN WATER TANK              APPROX. 8.5 KM 0041924.6 |
 HH0804| CM7870 CORN RM 2                            19.635 METERS 16210     |
 HH0804| CM7869 CORN RM 1                            15.827 METERS 26913     |
 HH0804|---------------------------------------------------------------------|
 HH0804
 HH0804                          SUPERSEDED SURVEY CONTROL
 HH0804
 HH0804  NAD 83(1997)-  37 29 25.68243(N)    101 45 30.73803(W) AD(       ) 2
 HH0804  NAD 83(1997)-  37 29 25.68662(N)    101 45 30.73086(W) AD(       ) 2
 HH0804  NAD 83(1986)-  37 29 25.68678(N)    101 45 30.73088(W) AD(       ) 2
 HH0804  NAD 27      -  37 29 25.61991(N)    101 45 29.11604(W) AD(       ) 2
 HH0804  NGVD 29 (07/19/86) 1028.3    (m)         3374.     (f) VERT ANG       
 HH0804
 HH0804.Superseded values are not recommended for survey control.
 HH0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0804.See file dsdata.txt to determine how the superseded data were derived.
 HH0804
 HH0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5611752859(NAD 83)
 HH0804_MARKER: DD = SURVEY DISK
 HH0804_SETTING: 0 = UNSPECIFIED SETTING
 HH0804
 HH0804  HISTORY     - Date     Condition        Report By
 HH0804  HISTORY     - 1972     MONUMENTED       USGS
 HH0804
 HH0804                          STATION DESCRIPTION
 HH0804
 HH0804'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0804'STATION IS ABOUT 6.0 MI. S. AND 0.2 MI. E. OF INTERSECTION OF U. S.
 HH0804'HIGHWAYS 160 AND 270 AND STATE HIGHWAY 27, AT NW. CORNER OF JOHNSON
 HH0804'CITY, ABOUT 0.2 MI. E. OF COR. SECS. 25, 26, 35 AND 36, T. 29 S.,
 HH0804'R.  41 W.
 HH0804'
 HH0804'TO REACH FROM INTERSECTION OF U. S. HIGHWAYS 160 AND 270 AND STATE
 HH0804'HIGHWAY 27, AT NW. CORNER OF JOHNSON CITY, GO S. ON STATE HIGHWAY 27
 HH0804'FOR ABOUT 6.0 MI. TO CROSSROAD, THEN TURN E. AND GO ABOUT 0.2 MI.
 HH0804'TO HIGHEST POINT IN VICINITY AND STATION ON THE LEFT.
 HH0804'
 HH0804'STATION MARK STAMPED ET CORN 1972 IS 30 FT. N. AND ABOUT 1000 FT. E.
 HH0804'OF CROSSROAD, 2 FT. S. AND 7 FT. W. OF TELEPHONE POLE, 1 FT. S. OF
 HH0804'USGS POST.
 HH0804'
 HH0804'REFERENCE MARK NO. 1 STAMPED CORN NO 1 1972 IS W. OF STATION, 30 FT.
 HH0804'N. OF CENTER LINE RE., 2 FT. S. OF N. RIGHT-OF-WAY.
 HH0804'
 HH0804'REFERENCE MARK NO. 2 STAMPED CORN NO 2 1972 IS SSE. OF STATION, 32
 HH0804'FT. S. OF CENTER LINE RE., 2 FT. N. OF S. RIGHT-OF-WAY, 2 FT. W. OF
 HH0804'TELEPHONE POLE.
 HH0804'
 HH0804'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS
 HH0804'CENTERED IN 6-IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 HH0804'TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE GROUND.
 HH0804'
 HH0804'HEIGHT OF INSTRUMENT 4.80 FT. STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0777 ***********************************************************************
 KG0777  DESIGNATION -  CORNER
 KG0777  PID         -  KG0777
 KG0777  STATE/COUNTY-  KS/GRAHAM
 KG0777  USGS QUAD   -  REDLINE CHURCH (1979)
 KG0777
 KG0777                         *CURRENT SURVEY CONTROL
 KG0777  ___________________________________________________________________
 KG0777* NAD 83(1997)-  39 10 34.04141(N)    099 41 53.96994(W)     ADJUSTED  
 KG0777* NAVD 88     -       693.     (meters)    2274.     (feet)  SCALED    
 KG0777  ___________________________________________________________________
 KG0777  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 KG0777  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 KG0777
 KG0777  HORZ ORDER  -  THIRD
 KG0777
 KG0777.The horizontal coordinates were established by classical geodetic methods
 KG0777.and adjusted by the National Geodetic Survey in October 1998..
 KG0777
 KG0777.The orthometric height was scaled from a topographic map.
 KG0777
 KG0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0777
 KG0777.The geoid height was determined by GEOID03.
 KG0777
 KG0777;                    North         East     Units Scale Factor Converg.
 KG0777;SPC KS N     -    94,935.056   253,260.450   MT  0.99995769   -1 04 28.4
 KG0777;UTM  14      - 4,336,553.609   439,680.707   MT  0.99964480   -0 26 28.1
 KG0777
 KG0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0777!SPC KS N     -   0.99989528  x   0.99995769  =   0.99985297
 KG0777!UTM  14      -   0.99989528  x   0.99964480  =   0.99954011
 KG0777
 KG0777:                Primary Azimuth Mark                     Grid Az
 KG0777:SPC KS N     -  PALCO MUNICIPAL TANK                     055 20 30.1
 KG0777:UTM  14      -  PALCO MUNICIPAL TANK                     054 42 29.8
 KG0777
 KG0777|---------------------------------------------------------------------|
 KG0777| PID    Reference Object                     Distance      Geod. Az  |
 KG0777|                                                           dddmmss.s |
 KG0777| KG0767 PALCO MUNICIPAL TANK                APPROX.14.3 KM 0541601.7 |
 KG0777| CN9035 CORNER RM 1                          21.323 METERS 21229     |
 KG0777| CN9036 CORNER RM 2                          15.186 METERS 31000     |
 KG0777| CN9034 CORNER AZ MK                                       3581654.5 |
 KG0777|---------------------------------------------------------------------|
 KG0777
 KG0777                          SUPERSEDED SURVEY CONTROL
 KG0777
 KG0777  NAD 83(1986)-  39 10 34.04675(N)    099 41 53.97124(W) AD(       ) 3
 KG0777  NAD 27      -  39 10 34.02100(N)    099 41 52.55200(W) AD(       ) 3
 KG0777
 KG0777.Superseded values are not recommended for survey control.
 KG0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0777.See file dsdata.txt to determine how the superseded data were derived.
 KG0777
 KG0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ3968136554(NAD 83)
 KG0777_MARKER: DS = TRIANGULATION STATION DISK
 KG0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0777
 KG0777  HISTORY     - Date     Condition        Report By
 KG0777  HISTORY     - 1950     MONUMENTED       CGS
 KG0777
 KG0777                          STATION DESCRIPTION
 KG0777
 KG0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0777'THE STATION IS LOCATED ABOUT 13.0 MILES SOUTH AND 8.0 MILES EAST
 KG0777'OF HILL CITY, 12.5 MILES SOUTH AND 0.5 MILE WEST OF BOGUE AND 7.0
 KG0777'MILES EAST AND 5.0 MILES SOUTH OF PALCO.  IT IS ABOUT 0.05 OF A
 KG0777'MILE NORTH OF THE NORTH END OF A HEDGEROW, 22.0 FEET NORTH OF THE
 KG0777'CENTER OF A DRIVEWAY BETWEEN TWO FIELDS, 18.0 FEET EAST OF THE
 KG0777'CENTER OF A GRADED ROAD AND 4.0 FEET SOUTH OF A WITNESS POST.
 KG0777'IT PROJECTS 4 INCHES AND IS STAMPED CORNER 1950.
 KG0777'
 KG0777'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION AT THE
 KG0777'EAST EDGE OF A CULTIVATED FIELD AND 20.0 FEET WEST OF THE CENTER
 KG0777'OF A GRADED ROAD.  IT PROJECTS 7 INCHES AND IS STAMPED CORNER NO
 KG0777'1 1950.
 KG0777'
 KG0777'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION AT THE
 KG0777'EAST EDGE OF A CULTIVATED FIELD AND 20.0 FEET WEST OF THE CENTER
 KG0777'OF A GRADED ROAD.  IT PROJECTS 5 INCHES AND IS STAMPED CORNER NO 2
 KG0777'1950.
 KG0777'
 KG0777'THE DISTANCE BETWEEN REFERNCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KG0777'IS 91.03 FEET.
 KG0777'
 KG0777'THE AZIMUTH MARK IS 35.0 FEET WEST OF THE CENTER OF A GRADED ROAD,
 KG0777'1.5 FEET SOUTH OF A POWERLINE POLE AND 1.5 FEET SOUTHWEST OF A
 KG0777'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED CORNER 1950.
 KG0777'
 KG0777'TO REACH THE STATION FROM THE POST OFFICE IN PALCO, GO SOUTH ON
 KG0777'THE MAIN STREET FOR 0.25 MILE TO A T INTERSECTION, TURN RIGHT AND
 KG0777'GO WEST ON A GRAVELED ROAD FOR 0.3 MILE TO A CROSSROAD.  HERE
 KG0777'TURN LEFT AND GO SOUTH FOR 1.05 MILES TO A CROSSROAD JUST SOUTH
 KG0777'OF A PIPELINE BOOSTER STATION IN THE NORTHWEST ANGLE.  CONTINUE
 KG0777'STRAIGHT AHEAD AND GO SOUTH ON A GRAVELED ROAD FOR 5.1 MILES TO
 KG0777'A CROSSROAD, TURN RIGHT AN GO WEST ON A GRAVELED ROAD FOR 7.2
 KG0777'MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH ON A GRADED ROAD
 KG0777'FOR 1.0 MILE TO A DRIVEWAY BETWEEN TWO FIELDS ON THE RIGHT
 KG0777'AND THE STATION AS DESCRIBED.
 KG0777'
 KG0777'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRADED
 KG0777'ROAD FOR 0.35 MILE TO A POWERLINE POLE ON THE LEFT AND THE AZIMUTH
 KG0777'MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0666 ***********************************************************************
 JH0666  DESIGNATION -  CORNER
 JH0666  PID         -  JH0666
 JH0666  STATE/COUNTY-  KS/TREGO
 JH0666  USGS QUAD   -  UTICA (1981)
 JH0666
 JH0666                         *CURRENT SURVEY CONTROL
 JH0666  ___________________________________________________________________
 JH0666* NAD 83(1997)-  38 43 08.29229(N)    100 08 06.78829(W)     ADJUSTED  
 JH0666* NAVD 88     -       785.     (meters)    2575.     (feet)  SCALED    
 JH0666  ___________________________________________________________________
 JH0666  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 JH0666  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 JH0666
 JH0666  HORZ ORDER  -  THIRD
 JH0666
 JH0666.The horizontal coordinates were established by classical geodetic methods
 JH0666.and adjusted by the National Geodetic Survey in October 1998..
 JH0666
 JH0666.The orthometric height was scaled from a topographic map.
 JH0666
 JH0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0666
 JH0666.The geoid height was determined by GEOID03.
 JH0666
 JH0666;                    North         East     Units Scale Factor Converg.
 JH0666;SPC KS N     -    44,998.969   214,321.480   MT  0.99999963   -1 21 03.5
 JH0666;UTM  14      - 4,286,202.731   401,310.309   MT  0.99971994   -0 42 36.5
 JH0666
 JH0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0666!SPC KS N     -   0.99988082  x   0.99999963  =   0.99988045
 JH0666!UTM  14      -   0.99988082  x   0.99971994  =   0.99960079
 JH0666
 JH0666|---------------------------------------------------------------------|
 JH0666| PID    Reference Object                     Distance      Geod. Az  |
 JH0666|                                                           dddmmss.s |
 JH0666| CK8413 CORNER RM 1                          19.471 METERS 00805     |
 JH0666| CK8414 CORNER RM 2                          19.980 METERS 09837     |
 JH0666| CK8412 CORNER AZ MK                                       1790640.6 |
 JH0666|---------------------------------------------------------------------|
 JH0666
 JH0666                          SUPERSEDED SURVEY CONTROL
 JH0666
 JH0666  NAD 83(1986)-  38 43 08.29917(N)    100 08 06.78921(W) AD(       ) 3
 JH0666  NAD 27      -  38 43 08.24510(N)    100 08 05.32699(W) AD(       ) 3
 JH0666
 JH0666.Superseded values are not recommended for survey control.
 JH0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0666.See file dsdata.txt to determine how the superseded data were derived.
 JH0666
 JH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH0131086203(NAD 83)
 JH0666_MARKER: DS = TRIANGULATION STATION DISK
 JH0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0666
 JH0666  HISTORY     - Date     Condition        Report By
 JH0666  HISTORY     - 1964     MONUMENTED       CGS
 JH0666
 JH0666                          STATION DESCRIPTION
 JH0666
 JH0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0666'THE STATION IS 7-1/4 MILES NORTHWEST OF ARNOLD, 5-1/2 MILES NORTHEAST
 JH0666'OF UTICA, IN SOUTHEAST QUARTER OF SECTION 30, T 15 S, R 25 W., AND
 JH0666'ON PROPERTY OWNED BY A JESSIE BROWN.
 JH0666'
 JH0666'TO REACH THE STATION FROM THE POST OFFICE IN UTICA, GO NORTH ON THE
 JH0666'MAIN STREET FOR 0.2 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON A
 JH0666'GRAVEL ROAD FOR 0.05 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH AND
 JH0666'EAST ON A GRAVEL ROAD FOR 0.6 MILE TO A T-ROAD.  TURN LEFT AND GO
 JH0666'NORTH ON A GRAVEL ROAD FOR 3.5 MILES TO A Y-ROAD FORK.  BEAR
 JH0666'RIGHT AND GO EAST ON A GRAVEL ROAD FOR 1.05 MILES TO A CROSSROAD.
 JH0666'TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 1.0 MILE TO A CROSSROAD.
 JH0666'CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON
 JH0666'THE RIGHT, EAST OF THE GRAVEL ROAD.  CONTINUE NORTH ON THE GRAVEL
 JH0666'ROAD FOR 0.3 MILE TO A FIELD ENTRANCE ON THE RIGHT AND THE STATION ON
 JH0666'THE LEFT, WEST OF THE GRAVEL ROAD.
 JH0666'
 JH0666'STATION MARKS ARE STANDARD DISKS STAMPED CORNER.  THE SURFACE DISK
 JH0666'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 35
 JH0666'FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 14 FEET NORTH OF A
 JH0666'POWER POLE, 3.8 FEET WEST OF A METAL WITNESS POST, AND 2 FEET SOUTH
 JH0666'OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JH0666'CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 JH0666'
 JH0666'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CORNER NO 1 1964, IS
 JH0666'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 28 FEET
 JH0666'WEST OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT EAST OF A
 JH0666'NORTH-SOUTH FENCE.
 JH0666'
 JH0666'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CORNER NO 2 1964, IS
 JH0666'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 28 FEET
 JH0666'EAST OF THE CENTER OF THE GRAVEL ROAD AND 25 FEET SOUTH OF A FENCE
 JH0666'CORNER.
 JH0666'
 JH0666'AZIMUTH MARK, A STANDARD DISK STAMPED CORNER 1964, IS SET IN A SQUARE
 JH0666'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 28 FEET EAST OF THE
 JH0666'CENTER OF THE GRAVEL ROAD, 2 FEET NORTH OF A METAL WITNESS POST AND
 JH0666'1 FOOT WEST OF A NORTH-SOUTH FENCE.
 JH0666'
 JH0666'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0971 ***********************************************************************
 KF0971  DESIGNATION -  CORNING
 KF0971  PID         -  KF0971
 KF0971  STATE/COUNTY-  KS/NEMAHA
 KF0971  USGS QUAD   -  CORNING (1969)
 KF0971
 KF0971                         *CURRENT SURVEY CONTROL
 KF0971  ___________________________________________________________________
 KF0971* NAD 83(1997)-  39 39 54.32927(N)    096 00 28.21751(W)     ADJUSTED  
 KF0971* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 KF0971  ___________________________________________________________________
 KF0971  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 KF0971  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 KF0971
 KF0971  HORZ ORDER  -  FIRST
 KF0971
 KF0971.The horizontal coordinates were established by classical geodetic methods
 KF0971.and adjusted by the National Geodetic Survey in October 1998..
 KF0971
 KF0971.The orthometric height was scaled from a topographic map.
 KF0971
 KF0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0971
 KF0971.The geoid height was determined by GEOID03.
 KF0971
 KF0971;                    North         East     Units Scale Factor Converg.
 KF0971;SPC KS N     -   149,724.352   570,929.856   MT  0.99998295   +1 15 37.7
 KF0971;UTM  14      - 4,394,866.863   756,675.267   MT  1.00041119   +1 54 39.4
 KF0971;UTM  15      - 4,394,911.856   241,979.741   MT  1.00041972   -1 55 15.4
 KF0971
 KF0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0971!SPC KS N     -   0.99993789  x   0.99998295  =   0.99992084
 KF0971!UTM  14      -   0.99993789  x   1.00041119  =   1.00034905
 KF0971!UTM  15      -   0.99993789  x   1.00041972  =   1.00035758
 KF0971
 KF0971:                Primary Azimuth Mark                     Grid Az
 KF0971:SPC KS N     -  KELLY ST BEADS CATH CH SPIRE             002 19 17.8
 KF0971:UTM  14      -  KELLY ST BEADS CATH CH SPIRE             001 40 16.1
 KF0971:UTM  15      -  KELLY ST BEADS CATH CH SPIRE             005 30 10.9
 KF0971
 KF0971|---------------------------------------------------------------------|
 KF0971| PID    Reference Object                     Distance      Geod. Az  |
 KF0971|                                                           dddmmss.s |
 KF0971| KF0969 KELLY ST BEADS CATH CH SPIRE        APPROX. 8.3 KM 0033455.5 |
 KF0971| CL6280 CORNING AZ MK                                      0684542.5 |
 KF0971| CL6281 CORNING AZ MK 2                                    0684610.6 |
 KF0971| KE1271 GOFF MUNICIPAL TANK                 APPROX. 6.6 KM 0883036.0 |
 KF0971| CL6282 CORNING RM 1                         29.352 METERS 17233     |
 KF0971| KF0970 CORNING METHODIST CHURCH SPIRE      APPROX. 2.2 KM 2502919.0 |
 KF0971| CL6283 CORNING RM 2                         41.105 METERS 30342     |
 KF0971| KF0977 CENTRALIA MUNICIPAL TANK            APPROX.12.5 KM 3041842.8 |
 KF0971|---------------------------------------------------------------------|
 KF0971
 KF0971                          SUPERSEDED SURVEY CONTROL
 KF0971
 KF0971  NAD 83(1997)-  39 39 54.33330(N)    096 00 28.21584(W) AD(       ) 1
 KF0971  NAD 83(1986)-  39 39 54.33590(N)    096 00 28.21433(W) AD(       ) 1
 KF0971  NAD 27      -  39 39 54.35100(N)    096 00 27.22900(W) AD(       ) 1
 KF0971
 KF0971.Superseded values are not recommended for survey control.
 KF0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0971.See file dsdata.txt to determine how the superseded data were derived.
 KF0971
 KF0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5667594867(NAD 83)
 KF0971_MARKER: DS = TRIANGULATION STATION DISK
 KF0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0971_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF0971
 KF0971  HISTORY     - Date     Condition        Report By
 KF0971  HISTORY     - 1934     MONUMENTED       CGS
 KF0971  HISTORY     - 1947     GOOD             CGS
 KF0971  HISTORY     - 1950     GOOD             CGS
 KF0971  HISTORY     - 1968     GOOD             CGS
 KF0971
 KF0971                          STATION DESCRIPTION
 KF0971
 KF0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KF0971'STATION IS ABOUT 1.0 MILE NORTHEAST OF CORNING, IN THE NORTHWEST
 KF0971'QUARTER OF SEC. 31, T. 4 S., R. 13 E. ON THE RIGHT-OF-WAY OF
 KF0971'THE MISSOURI PACIFIC RAILROAD, ON THE HIGHEST GROUND IN THE
 KF0971'IMMEDIATE VICINITY.
 KF0971'
 KF0971'TO REACH STATION FROM THE WEST END OF THE MAIN STREET IN CORNING,
 KF0971'FOLLOW STATE ROUTES 9 AND 63 SOUTH FOR 0.25 MILE, THEN LEFT ON
 KF0971'ROUTE 9 FOR 1.0 MILE EAST TO CROSSROADS, THEN LEFT 0.9 MILE
 KF0971'NORTH ON SECTION-LINE ROAD TO RAILROAD TRACKS.  CROSS TRACKS,
 KF0971'TURN RIGHT AND FOLLOW TRACKS EAST 0.35 MILE TO STATION, 37 FEET
 KF0971'NORTH OF TRACKS.
 KF0971'
 KF0971'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION 29.342 METERS
 KF0971'(96.27 FEET).
 KF0971'
 KF0971'REFERENCE MARK NO. 2 IS WEST OF STATION 41.142 METERS (134.98
 KF0971'FEET).
 KF0971'
 KF0971'AZIMUTH MARK IS NORTHEAST OF STATION 0.7 MILE, 25 FEET SOUTH OF
 KF0971'THE CENTERLINE OF EAST-WEST ROAD.
 KF0971'
 KF0971'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 KF0971'DESCRIBED.
 KF0971
 KF0971                          STATION RECOVERY (1947)
 KF0971
 KF0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0971'THE STATION, AZIMUTH MARK AND REFERENCE MARKS NOS 1 AND 2
 KF0971'RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING IS A NEW
 KF0971'DESCRIPTION.
 KF0971'
 KF0971'THE STATION IS LOCATED ABOUT 1.0 MILE NORTHEAST OF CORNING ON THE
 KF0971'HIGHEST POINT OF A RIDGE AND ON THE MISSOURI PACIFIC RAILROAD
 KF0971'RIGHT-OF-WAY.  IT IS 31 FEET NORTH OF THE NORTH RAIL OF THE
 KF0971'TRACKS, 13 FEET SOUTH OF EAST-WEST FENCE LINE AND 13 FEET SOUTH
 KF0971'OF WHITE WITNESS POST.  IT IS STAMPED CORNING 1934 AND PROJECTS
 KF0971'15 INCHES.
 KF0971'
 KF0971'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION, ON THE
 KF0971'SOUTH SIDE OF THE RAILROAD TRACKS.  IT IS 10 FEET NORTH OF
 KF0971'EAST-WEST FENCE LINE AND 3 FEET WEST OF TELEPHONE POLE.
 KF0971'IT IS STAMPED CORNING NO 1 1934 AND SET FLUSH WITH THE GROUND
 KF0971'SURFACE.
 KF0971'
 KF0971'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 40 FEET
 KF0971'NORTH OF THE NORTH RAIL OF THE TRACKS AND 1 FOOT SOUTH OF THE
 KF0971'EAST-WEST FENCE LINE.  IT IS STAMPED CORNING NO 2 1934 AND
 KF0971'PROJECTS 14 INCHES.
 KF0971'
 KF0971'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION, 25
 KF0971'FEET SOUTH OF EAST-WEST SECTION LINE ROAD, 1 FOOT NORTH OF
 KF0971'EAST-WEST FENCE LINE AND 1.5 FEET WEST OF WHITE WITNESS POST.
 KF0971'IT IS STAMPED CORNING AZI 1934 AND PROJECTS 6 INCHES.  TO REACH
 KF0971'FROM THE STATION, GO WEST ALONG NORTH SIDE OF THE RAILROAD
 KF0971'TRACKS FOR 0.3 MILE, TURN RIGHT AND GO NORTH FOR 0.05 MILE TO
 KF0971'SIDE ROAD RIGHT, TURN RIGHT AND GO EAST FOR 0.75 MILE TO THE
 KF0971'MARK ON THE RIGHT AS DESCRIBED.
 KF0971'
 KF0971'TO REACH THE STATION FROM THE JUNCTION OF THE WEST END OF MAIN
 KF0971'STREET AND STATE ROUTES 9 AND 63 IN CORNING, GO SOUTH ON ROUTES 9
 KF0971'AND 63 FOR 0.2 MILE TO FORK, TURN LEFT AND GO EAST FOR 1.0 MILE
 KF0971'TO CROSSROAD, TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.9 MILE
 KF0971'TO RAILROAD TRACKS, CROSS TRACKS AND TURN SHARP RIGHT BETWEEN
 KF0971'FENCE LINE AND RAILROAD TRACKS AND GO EAST FOR 0.35 MILE TO
 KF0971'STATION AS DESCRIBED.
 KF0971'
 KF0971'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
 KF0971'
 KF0971'AN 87 FOOT SIGNAL AT STATION MINNER 1934 IS V.G
 KF0971'
 KF0971'A 74 FOOT SIGNAL AT STATION AMERICA CITY IS V.G
 KF0971'
 KF0971'AN 87 FOOT SIGNAL AT STATION COLLEGE HILL IS V.G
 KF0971'
 KF0971'A 74 FOOT SIGNAL AT STATION KELLY 1934 IS V.G
 KF0971
 KF0971                          STATION RECOVERY (1950)
 KF0971
 KF0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KF0971'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED AS
 KF0971'DESCRIBED BY R.L.E. IN 1947 AND FOUND IN GOOD CONDITION.
 KF0971
 KF0971                          STATION RECOVERY (1968)
 KF0971
 KF0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KF0971'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 KF0971'2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 KF0971'CONDITION.  THE AZIMUTH MARK WAS FOUND LEANING AND WAS RESET.
 KF0971'
 KF0971'FOLLOWING IS A NEW TO REACH AND A DESCRIPTION OF THE RESET
 KF0971'AZIMUTH MARK.
 KF0971'
 KF0971'TO REACH THE STATION FROM THE WEST END OF MAIN STREET IN
 KF0971'CORNING, GO SOUTH ON STATE HIGHWAYS 9 AND 63 FOR 0.3 MILE TO A
 KF0971'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON STATE HIGHWAY 9
 KF0971'FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 KF0971'GRAVELED ROAD FOR 0.9 MILE TO A RAILROAD CROSSING.  CROSS THE
 KF0971'TRACKS AND THE TURN SHARP RIGHT AND GO EAST ALONG THE NORTH
 KF0971'SIDE OF THE TRACK FOR 0.35 MILE TO THE STATION.
 KF0971'
 KF0971'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 KF0971'
 KF0971'AZIMUTH MARK, A STANDARD DISK STAMPED CORNING 1934 AZI. 1968,
 KF0971'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 KF0971'IT IS 21 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD,
 KF0971'15 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, AND 1 FOOT WEST
 KF0971'OF A METAL WITNESS POST.
 KF0971'
 KF0971'TO REACH THE AZIMUTH MARK FROM THE RAILROAD CROSSING WEST OF
 KF0971'THE STATION, GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE TO A SIDE
 KF0971'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 KF0971'0.75 MILE TO THE MARK ON THE RIGHT.
 KF0971'
 KF0971'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1
 KF0971'MILE NORTHEAST OF CORNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0970 ***********************************************************************
 KF0970  DESIGNATION -  CORNING METHODIST CHURCH SPIRE
 KF0970  PID         -  KF0970
 KF0970  STATE/COUNTY-  KS/NEMAHA
 KF0970  USGS QUAD   -  CORNING (1969)
 KF0970
 KF0970                         *CURRENT SURVEY CONTROL
 KF0970  ___________________________________________________________________
 KF0970* NAD 83(1997)-  39 39 30.00318(N)    096 01 57.00179(W)     ADJUSTED  
 KF0970* NAVD 88     -                                                        
 KF0970  ___________________________________________________________________
 KF0970  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 KF0970  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 KF0970
 KF0970  HORZ ORDER  -  THIRD
 KF0970
 KF0970.The horizontal coordinates were established by classical geodetic methods
 KF0970.and adjusted by the National Geodetic Survey in October 1998..
 KF0970
 KF0970
 KF0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0970
 KF0970.The geoid height was determined by GEOID03.
 KF0970
 KF0970;                    North         East     Units Scale Factor Converg.
 KF0970;SPC KS N     -   148,928.034   568,830.435   MT  0.99998211   +1 14 41.5
 KF0970;UTM  14      - 4,394,046.425   754,584.137   MT  1.00039803   +1 53 41.6
 KF0970;UTM  15      - 4,394,232.975   239,838.413   MT  1.00043338   -1 56 11.2
 KF0970
 KF0970                          SUPERSEDED SURVEY CONTROL
 KF0970
 KF0970  NAD 83(1997)-  39 39 30.00720(N)    096 01 57.00012(W) AD(       ) 4
 KF0970  NAD 83(1986)-  39 39 30.00956(N)    096 01 56.99816(W) AD(       ) 4
 KF0970  NAD 27      -  39 39 30.02200(N)    096 01 56.01200(W) AD(       ) 3
 KF0970
 KF0970.Superseded values are not recommended for survey control.
 KF0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0970.See file dsdata.txt to determine how the superseded data were derived.
 KF0970
 KF0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5458494046(NAD 83)
 KF0970_MARKER: 90 = CHURCH SPIRE
 KF0970
 KF0970  HISTORY     - Date     Condition        Report By
 KF0970  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF0970  HISTORY     - 20050624 GOOD             GEOCAC
 KF0970
 KF0970                          STATION DESCRIPTION
 KF0970
 KF0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0970'THE STATION IS THE SPIRE ON THE TOP OF THE CORNING METHODIST
 KF0970'CHURCH.  IT IS LOCATED 1 BLOCK NORTH OF THE MAIN PART OF
 KF0970'TOWN AND 1 BLOCK EAST OF STATE ROUTE 63.  IT IS A GREY PAINTED
 KF0970'FRAME STRUCTURE WITH A BELFRY OVER THE EAST ENTRANCE WITH A SPIRE
 KF0970'ON THE TOP.  THE ROOF OF THE BELFRY IS PAINTED RED.
 KF0970
 KF0970                          STATION RECOVERY (2005)
 KF0970
 KF0970'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0911 ***********************************************************************
 JG0911  DESIGNATION -  COSSMAN
 JG0911  PID         -  JG0911
 JG0911  STATE/COUNTY-  KS/HODGEMAN
 JG0911  USGS QUAD   -  JETMORE NE (1970)
 JG0911
 JG0911                         *CURRENT SURVEY CONTROL
 JG0911  ___________________________________________________________________
 JG0911* NAD 83(1997)-  38 13 01.09104(N)    099 46 19.31827(W)     ADJUSTED  
 JG0911* NAVD 88     -       708.0    (meters)    2323.     (feet)  VERTCON   
 JG0911  ___________________________________________________________________
 JG0911  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 JG0911  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0911
 JG0911  HORZ ORDER  -  SECOND
 JG0911  VERT ORDER  -  THIRD ? (See Below)
 JG0911
 JG0911.The horizontal coordinates were established by classical geodetic methods
 JG0911.and adjusted by the National Geodetic Survey in October 1998..
 JG0911
 JG0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0911.The vertical order pertains to the NGVD 29 superseded value.
 JG0911
 JG0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0911
 JG0911.The geoid height was determined by GEOID03.
 JG0911
 JG0911;                    North         East     Units Scale Factor Converg.
 JG0911;SPC KS S     -   572,821.785   288,613.280   MT  0.99994953   -0 46 54.1
 JG0911;UTM  14      - 4,230,170.399   432,417.286   MT  0.99965625   -0 28 39.5
 JG0911
 JG0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0911!SPC KS S     -   0.99989299  x   0.99994953  =   0.99984253
 JG0911!UTM  14      -   0.99989299  x   0.99965625  =   0.99954928
 JG0911
 JG0911:                Primary Azimuth Mark                     Grid Az
 JG0911:SPC KS S     -  GRAY NORTHERN NATURAL GAS MAST           071 41 05.7
 JG0911:UTM  14      -  GRAY NORTHERN NATURAL GAS MAST           071 22 51.1
 JG0911
 JG0911|---------------------------------------------------------------------|
 JG0911| PID    Reference Object                     Distance      Geod. Az  |
 JG0911|                                                           dddmmss.s |
 JG0911| JG0896 GRAY NORTHERN NATURAL GAS MAST      APPROX.12.1 KM 0705411.6 |
 JG0911| CK8422 COSSMAN AZ MK                                      0760823.1 |
 JG0911| CK8423 COSSMAN RM 1                         22.757 METERS 18124     |
 JG0911| CK8424 COSSMAN RM 2                         21.197 METERS 28919     |
 JG0911|---------------------------------------------------------------------|
 JG0911
 JG0911                          SUPERSEDED SURVEY CONTROL
 JG0911
 JG0911  NAD 83(1997)-  38 13 01.09898(N)    099 46 19.31743(W) AD(       ) 2
 JG0911  NAD 83(1986)-  38 13 01.09883(N)    099 46 19.31734(W) AD(       ) 2
 JG0911  NAD 27      -  38 13 01.03809(N)    099 46 17.87205(W) AD(       ) 2
 JG0911  NGVD 29 (07/19/86)  707.8    (m)         2322.     (f) LEVELING    3  
 JG0911
 JG0911.Superseded values are not recommended for survey control.
 JG0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0911.See file dsdata.txt to determine how the superseded data were derived.
 JG0911
 JG0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH3241730170(NAD 83)
 JG0911_MARKER: DS = TRIANGULATION STATION DISK
 JG0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0911
 JG0911  HISTORY     - Date     Condition        Report By
 JG0911  HISTORY     - 1964     MONUMENTED       CGS
 JG0911
 JG0911                          STATION DESCRIPTION
 JG0911
 JG0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0911'THE STATION IS 11-1/2 MILES NORTHEAST OF JETMORE, 7 MILES NORTHWEST
 JG0911'OF HANSTON, 7 MILES EAST OF U.S. HIGHWAY 283, IN THE NORTHEAST
 JG0911'QUARTER OF SECTION 19, T 21 S, R 22 W, AND ON PROPERTY OWNED BY MR.
 JG0911'KEITH COSSMAN.
 JG0911'
 JG0911'TO REACH THE STATION FROM THE CROSS STREET 0.05 MILE NORTH OF THE
 JG0911'POST OFFICE IN HANSTON, GO WEST ON A DIRT STREET FOR 0.05 MILE TO A
 JG0911'CROSSROAD.  TURN RIGHT AND GO NORTH ON A BLACKTOP ROAD FOR 0.25
 JG0911'MILE TO A CROSSROAD AND THE INTERSECTION WITH U.S. HIGHWAY 156.
 JG0911'CONTINUE NORTH ON THE GRAVELED ROAD FOR 1.35 MILES TO A
 JG0911'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 3.0 MILES
 JG0911'TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVEL
 JG0911'ROAD FOR 4.0 MILES TO A SIDE ROAD ON THE RIGHT AND A DIM SECTION
 JG0911'LINE ROAD ON THE LEFT.  CONTINUE NORTH ON THE GRAVEL ROAD FOR
 JG0911'0.8 MILE TO THE DRIVEWAY ENTRANCE TO MR. COSSMANS HOME ON
 JG0911'THE LEFT.  CONTINUE NORTH FOR 0.05 MILE TO THE STATION ON THE LEFT
 JG0911'IN THE NORTHEAST CORNER OF A SMALL ORCHARD.
 JG0911'
 JG0911'STATION MARKS ARE STANDARD DISKS STAMPED COSSMAN 1964.  THE SURFACE
 JG0911'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JG0911'GROUND.  IT IS 68 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 18.5
 JG0911'FEET NORTHEAST OF A 14-INCH TREE, 17 FEET SOUTH OF AN 18-INCH TREE
 JG0911'WHICH IS NEAR A FENCE CORNER, 6.5 FEET SOUTH OF A METAL WITNESS
 JG0911'POST, AND 1 FOOT EAST OF A FENCE LINE.  THE UNDERGROUND DISK IS
 JG0911'SET IN AN IRREGULAR MASS ON CONCRETE 42 INCHES BELOW THE SURFACE
 JG0911'OF THE GROUND.
 JG0911'
 JG0911'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COSSMAN NO 1 1964, IS
 JG0911'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 77.5
 JG0911'FEET NORTH OF A CORNER FENCE POST, 70 FEET WEST OF THE CENTER OF THE
 JG0911'GRAVEL ROAD, AND 1 FOOT EAST OF A STONE FENCE POST.
 JG0911'
 JG0911'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COSSMAN NO 2 1964,
 JG0911'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 JG0911'65.5 FEET WEST OF THE 18-INCH TREE WHICH IS NEAR THE FENCE CORNER
 JG0911'AND 2 FEET SOUTH OF A STONE FENCE POST.
 JG0911'
 JG0911'AZIMUTH MARK IS A STANDARD DISK STAMPED COSSMAN 1964, SET IN A
 JG0911'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 31 FEET NORTH
 JG0911'OF THE CENTER OF THE GRAVEL ROAD, 2 FEET WEST OF A METAL WITNESS
 JG0911'POST, AND 1.5 FEET NORTH OF A FENCE.
 JG0911'
 JG0911'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1 MILE
 JG0911'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 0.4
 JG0911'MILE TO THE TOP OF A RISE AND THE AZIMUTH MARK ON THE LEFT.
 JG0911'
 JG0911'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JG0911'
 JG0911'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1152 ***********************************************************************
 KF1152  DESIGNATION -  COTTAGE HILL
 KF1152  PID         -  KF1152
 KF1152  STATE/COUNTY-  KS/MARSHALL
 KF1152  USGS QUAD   -  BLUE RAPIDS SW (1983)
 KF1152
 KF1152                         *CURRENT SURVEY CONTROL
 KF1152  ___________________________________________________________________
 KF1152* NAD 83(1997)-  39 35 43.55000(N)    096 44 58.74842(W)     ADJUSTED  
 KF1152* NAVD 88     -       435.     (meters)    1427.     (feet)  SCALED    
 KF1152  ___________________________________________________________________
 KF1152  LAPLACE CORR-         -10.15  (seconds)                    DEFLEC99
 KF1152  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 KF1152
 KF1152  HORZ ORDER  -  SECOND
 KF1152
 KF1152.The horizontal coordinates were established by classical geodetic methods
 KF1152.and adjusted by the National Geodetic Survey in October 1998..
 KF1152
 KF1152.The orthometric height was scaled from a topographic map.
 KF1152
 KF1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1152
 KF1152.The geoid height was determined by GEOID03.
 KF1152
 KF1152;                    North         East     Units Scale Factor Converg.
 KF1152;SPC KS N     -   140,851.419   507,393.349   MT  0.99997491   +0 47 28.0
 KF1152;UTM  14      - 4,385,274.756   693,227.239   MT  1.00005970   +1 26 05.0
 KF1152
 KF1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1152!SPC KS N     -   0.99993618  x   0.99997491  =   0.99991109
 KF1152!UTM  14      -   0.99993618  x   1.00005970  =   0.99999587
 KF1152
 KF1152:                Primary Azimuth Mark                     Grid Az
 KF1152:SPC KS N     -  WATERVILLE MUNICIPAL TANK                000 11 53.6
 KF1152:UTM  14      -  WATERVILLE MUNICIPAL TANK                359 33 16.6
 KF1152
 KF1152|---------------------------------------------------------------------|
 KF1152| PID    Reference Object                     Distance      Geod. Az  |
 KF1152|                                                           dddmmss.s |
 KF1152| KF1156 WATERVILLE MUNICIPAL TANK           APPROX.10.1 KM 0005921.6 |
 KF1152| CL6288 COTTAGE HILL RM 1                    19.934 METERS 07341     |
 KF1152| CL6290 COTTAGE HILL RM 3                    20.310 METERS 08352     |
 KF1152| CL6287 COTTAGE HILL AZ MK RESET                           0874133.5 |
 KF1152| CL6286 COTTAGE HILL AZ MK 2                               0885749.4 |
 KF1152| CL6285 COTTAGE HILL AZ MK                                 0890858.7 |
 KF1152| KF1154 CZECH PRESBYTERIAN CH SPIRE         APPROX. 6.3 KM 0894156.2 |
 KF1152| KF1153 COTTAGE HILL 2                       19.565 METERS 10236     |
 KF1152| CL6291 COTTAGE HILL RM 4                    14.384 METERS 27317     |
 KF1152| CL6292 COTTAGE HILL RM 5                    26.149 METERS 32951     |
 KF1152| CL6289 COTTAGE HILL RM 2                    20.614 METERS 34406     |
 KF1152|---------------------------------------------------------------------|
 KF1152
 KF1152                          SUPERSEDED SURVEY CONTROL
 KF1152
 KF1152  NAD 83(1997)-  39 35 43.55421(N)    096 44 58.74728(W) AD(       ) 2
 KF1152  NAD 83(1986)-  39 35 43.55612(N)    096 44 58.74567(W) AD(       ) 2
 KF1152  NAD 27      -  39 35 43.55600(N)    096 44 57.69100(W) AD(       ) 2
 KF1152
 KF1152.Superseded values are not recommended for survey control.
 KF1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1152.See file dsdata.txt to determine how the superseded data were derived.
 KF1152
 KF1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9322785275(NAD 83)
 KF1152_MARKER: DS = TRIANGULATION STATION DISK
 KF1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1152
 KF1152  HISTORY     - Date     Condition        Report By
 KF1152  HISTORY     - 1947     MONUMENTED       CGS
 KF1152  HISTORY     - 1950     GOOD             CGS
 KF1152  HISTORY     - 1959     GOOD             CGS
 KF1152  HISTORY     - 1965     GOOD             CGS
 KF1152  HISTORY     - 1966     GOOD             CGS
 KF1152
 KF1152                          STATION DESCRIPTION
 KF1152
 KF1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1152'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHWEST OF BLUE
 KF1152'RAPIDS AND 6.5 MILES SOUTH OF WATERVILLE IN THE SMALL SETTLEMENT
 KF1152'OF COTTAGE HILL AND ON LAND OWNED BY MR. ROLAND ROEPKE.
 KF1152'IT IS 22 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE,
 KF1152'41 FEET SOUTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD
 KF1152'AND 110 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO 77.
 KF1152'IT IS STAMPED COTTAGE HILL 1947 AND SET FLUSH WITH THE GROUND
 KF1152'SURFACE.
 KF1152'
 KF1152'REFERENCE MARK NO 1 IS EAST OF THE STATION, 25 FEET SOUTH
 KF1152'OF THE CENTER OF THE EAST-WEST GRAVELED ROAD AND 175 FEET
 KF1152'EAST OF U.S. HIGHWAY NO 77.  IT IS STAMPED COTTAGE HILL
 KF1152'NO 1 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 KF1152'
 KF1152'REFERENCE MARK NO 2 IS NORTH OF THE STATION, SET UNDER THE
 KF1152'CHAIN FENCE LINE AROUND THE SMALL SCHOOL HOUSE, 25 FEET
 KF1152'NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD AND 90
 KF1152'FEET EAST OF U.S. HIGHWAY NO 77.  IT IS STAMPED COTTAGE HILL
 KF1152'NO 2 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 KF1152'
 KF1152'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, 25 FEET
 KF1152'NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD, 2 FEET
 KF1152'WEST OF WHITE WITNESS POST, 1.5 FEET WEST OF TELEPHONE POLE
 KF1152'AND 200 FEET SOUTH OF STUCCO FARM HOUSE.  IT IS STAMPED
 KF1152'COTTAGE HILL 1947 AND PROJECTS 6 INCHES.  TO REACH FROM
 KF1152'THE STATION, GO EAST ON GRAVELED ROAD FOR 0.55 MILE TO THE
 KF1152'MARK ON THE LEFT AS DESCRIBED.
 KF1152'
 KF1152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 KF1152'AND STATE ROUTE NO 9 IN THE SOUTHWEST EDGE OF WATERVILLE, GO
 KF1152'SOUTH ON U.S. HIGHWAY 77 FOR 6.3 MILES TO CROSS ROADS IN THE
 KF1152'VILLAGE OF COTTAGE HILL AND STATION AS DESCRIBED.
 KF1152'
 KF1152'A 74 FOOT SIGNAL AT STATION BIGELOW IS VISIBLE AT 10 FEET
 KF1152'
 KF1152'A 74 FOOT SIGNAL AT STATION FOSTOR IS VISIBLE AT 37 FEET
 KF1152'
 KF1152'A 74 FOOT SIGNAL AT STATION WALSBURG IS VISIBLE AT 37 FEET
 KF1152'
 KF1152'AN 87 FOOT SIGNAL AT STATION FREDRICH IS VISIBLE AT 37 FEET.
 KF1152'
 KF1152'A 74 FOOT SIGNAL AT STATION BODAVILLE IS VISIBLE AT 37 FEET
 KF1152'
 KF1152'A 4 FOOT SIGNAL AT STATION CHEPSTOW IS V.G.
 KF1152'
 KF1152'A 74 FOOT SIGNAL AT STATION FAIRFIELD IS VISIBLE AT 37 FEET
 KF1152'
 KF1152'A 74 FOOT SIGNAL AT STATION JOHNSTON IS V.G
 KF1152'
 KF1152'A 74 FOOT SIGNAL AT STATION HOME IS VISIBLE AT 37 FEET.
 KF1152'
 KF1152'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1152
 KF1152                          STATION RECOVERY (1950)
 KF1152
 KF1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF1152'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 KF1152'AND ARE IN EXCELLENT CONDITION.  THE STATION WAS RECOVERED IN
 KF1152'ORDER TO ESTABLISH AN NEW AZIMUTH MARK AND REFERENCE MARK
 KF1152'NUMBER 3.  THE 1947 AZIMUTH MARK AND REFERENCE MARK NUMBER 1
 KF1152'WERE REMOVED AND DESTROYED AS REQUESTED BY THE COUNTY ENGINEER.
 KF1152'A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 KF1152'
 KF1152'THE STATION IS LOCATED AT A CROSSROAD KNOWN AS COTTAGE HILL, ABOUT
 KF1152'7 MILES SOUTH OF WATERVILLE.  IT IS SITUATED 115 FEET EAST
 KF1152'FROM THE CENTER OF U.S. HIGHWAY 77, 37 FEET SOUTH FROM THE CENTER
 KF1152'OF AN EAST-WEST ROAD AND 21.5 FEET NORTH OF THE NORTHEAST
 KF1152'CORNER OF KOEPKES GARAGE.  IT IS STAMPED COTTAGE HILL 1947 AND IS
 KF1152'FLUSH WITH THE SURFACE OF THE GROUND.
 KF1152'
 KF1152'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE, 43 FEET SOUTH
 KF1152'OF THE SOUTHEAST CORNER OF THE COTTAGE HILL SCHOOLHOUSE.  IT
 KF1152'IS STAMPED COTTAGE HILL NO 2 1947 AND IS SET FLUSH.
 KF1152'
 KF1152'REFERENCE MARK NO. 3 IS 31 FEET SOUTH FROM THE CENTER OF
 KF1152'THE EAST-WEST ROAD AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KF1152'IT IS STAMPED COTTAGE HILL NO 3 1950.
 KF1152'
 KF1152'THE DISTANCE BETWEEN THE REFERENCE MARKS, NUMBERS 2 AND 3,
 KF1152'IS 102.8 FEET.
 KF1152'
 KF1152'THE AZIMUTH MARK IS 30 FEET NORTH FROM THE CENTER OF THE ROAD, 30
 KF1152'FEET WEST FROM THE CENTER OF A LANE AND 1 FOOT WEST OF A
 KF1152'TELEPHONE POLE.  IT IS STAMPED COTTAGE HILL 1950 AND IS SET
 KF1152'FLUSH WITH THE SURFACE OF THE GROUND.
 KF1152'
 KF1152'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 KF1152'AND STATE HIGHWAY 9, NEAR THE SOUTHWEST EDGE OF WATERVILLE,
 KF1152'GO SOUTH ON U.S. HIGHWAY 77 FOR 6.7 TO A CROSSROAD AND THE
 KF1152'STATION ON THE LEFT AS DESCRIBED.
 KF1152'
 KF1152'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON A
 KF1152'GRAVELED ROAD FOR 0.55 MILE TO A FARMHOUSE AND THE MARK ON
 KF1152'THE LEFT AS DESCRIBED.
 KF1152
 KF1152                          STATION RECOVERY (1959)
 KF1152
 KF1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KF1152'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF1152'FOUND IN GOOD CONDITION AS DESCRIBED BY R.L.E. IN 1950.  ROAD
 KF1152'CONSTRUCTION WILL DESTROY BOTH REFERENCE MARKS AND THE
 KF1152'AZIMUTH MARK.  THEY WERE MOVED AT THE REQUEST OF THE STATE
 KF1152'HIGHWAY.  A COMPLETE DESCRIPTION FOLLOWS.
 KF1152'
 KF1152'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF BLUE RAPIDS
 KF1152'AND 6 AND 1/2 MILES SOUTH OF WATERVILLE IN THE SOUTHEAST ANGLE OF
 KF1152'A CROSSROAD KNOWN AS COTTAGE HILL ON LAND OWNED BY MR. ROLAND
 KF1152'ROEPKE, 121 FEET EAST-SOUTHEAST OF THE CENTER OF CROSSROADS,
 KF1152'115 FEET EAST OF THE CENTER OF U.S. HIGHWAY 77, 49 FEET
 KF1152'EAST-NORTHEAST OF THE NORTH-WEST CORNER OF GARAGE, 37 FEET
 KF1152'SOUTH OF THE CENTER OF HARD SURFACED ROAD, AND 22 FEET
 KF1152'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF GARAGE.  THE MARK
 KF1152'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 KF1152'STAMPED COTTAGE HILL 1947.
 KF1152'
 KF1152'TO REACH THE STATION FROM THE RAILROAD STATION IN WATERVILLE,
 KF1152'GO SOUTH ONE BLOCK TO U.S. HIGHWAY 77 AND STATE HIGHWAY 9.
 KF1152'TURN RIGHT AND GO WEST ON THESE TWO HIGHWAYS FOR 2 BLOCKS
 KF1152'OR 0.1 MILE TO THE JUNCTION OF THESE HIGHWAYS.  TURN LEFT AND
 KF1152'GO SOUTH ON U.S. HIGHWAY 77 FOR 6.5 MILES TO COTTAGE HILL
 KF1152'CROSSROADS AND THE STATION ON THE LEFT AS DESCRIBED.
 KF1152'
 KF1152'REFERENCE MARK NO. 4 IS 47.19 FEET WEST OF THE STATION, 68 FEET
 KF1152'EAST OF THE CENTER OF U.S. HIGHWAY 77, 35 FEET SOUTH OF THE CENTER
 KF1152'OF HARD SURFACED ROAD, 24 FEET NORTH OF THE NORTHWEST CORNER
 KF1152'OF GARAGE, AND 4 FEET EAST OF POWER POLE WITH TRANSFORMER.
 KF1152'THE MARK IS FLUSH WITH SURFACE OF THE GROUND AND THE DISK IS
 KF1152'STAMPED COTTAGE HILL NO 4 1947.
 KF1152'
 KF1152'REFERENCE MARK NO. 5 IS 85.79 FEET NORTH-NORTHWEST OF THE STATION,
 KF1152'72 FEET EAST OF THE CENTER OF U.S. HIGHWAY 77, 36 FEET NORTH
 KF1152'OF THE CENTER OF HARD SURFACED ROAD, 39 FEET SOUTH-SOUTHWEST OF
 KF1152'THE SOUTHEAST CORNER OF AN ABANDONED SCHOOL, AND 3.5 FEET
 KF1152'WEST OF THE WEST SIDE OF A SMALL SHED FOR A WELL.  THE MARK
 KF1152'PROJECTS 1 INCH AND THE DISK IS STAMPED COTTAGE HILL NO 5
 KF1152'1947.
 KF1152'
 KF1152'AZIMUTH MARK IS 0.6 MILE EAST OF THE STATION AT THE SOUTHWEST
 KF1152'CORNER OF A MACHINE SHED AND GRANARY, 103 FEET NORTH OF THE CENTER
 KF1152'OF HARD SURFACED ROAD, AND 28 FEET EAST OF THE CENTER OF
 KF1152'FARMYARD DRIVEWAY.  THE MARK PROJECTS 4 INCHES AND THE DISK
 KF1152'IS STAMPED COTTAGE HILL RESET 1959.
 KF1152'
 KF1152'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HARD
 KF1152'SURFACED ROAD FOR 0.6 MILE TO FARM BUILDINGS ON THE LEFT
 KF1152'AND THE AZIMUTH MARK AS DESCRIBED.
 KF1152
 KF1152                          STATION RECOVERY (1965)
 KF1152
 KF1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1152'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK, WERE
 KF1152'ALL RECOVERED AS DESCRIBED IN THE 1959 DESCRIPTION AND FOUND
 KF1152'TO BE IN GOOD CONDITION.
 KF1152
 KF1152                          STATION RECOVERY (1966)
 KF1152
 KF1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1152'STATION RECOVERED AS DESCRIBED IN 1959 AND ALL MARKS FOUND
 KF1152'IN GOOD CONDITION.  THE STATION AND REFERENCE MARKS WERE
 KF1152'IN THE WAY OF HIGHWAY CONSTRUCTION SO A NEW STATION WAS
 KF1152'ESTABLISHED IN THE IMMEDIATE VICINITY.  FOR DETAILS SEE
 KF1152'DESCRIPTION FOR COTTAGE HILL 2 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1153 ***********************************************************************
 KF1153  DESIGNATION -  COTTAGE HILL 2
 KF1153  PID         -  KF1153
 KF1153  STATE/COUNTY-  KS/MARSHALL
 KF1153  USGS QUAD   -  BLUE RAPIDS SW (1983)
 KF1153
 KF1153                         *CURRENT SURVEY CONTROL
 KF1153  ___________________________________________________________________
 KF1153* NAD 83(1997)-  39 35 43.41169(N)    096 44 57.94815(W)     ADJUSTED  
 KF1153* NAVD 88     -       435.     (meters)    1427.     (feet)  SCALED    
 KF1153  ___________________________________________________________________
 KF1153  LAPLACE CORR-         -10.15  (seconds)                    DEFLEC99
 KF1153  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 KF1153
 KF1153  HORZ ORDER  -  THIRD
 KF1153
 KF1153.The horizontal coordinates were established by classical geodetic methods
 KF1153.and adjusted by the National Geodetic Survey in October 1998..
 KF1153.No horizontal observational check was made to the station.
 KF1153
 KF1153.The orthometric height was scaled from a topographic map.
 KF1153
 KF1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1153
 KF1153.The geoid height was determined by GEOID03.
 KF1153
 KF1153;                    North         East     Units Scale Factor Converg.
 KF1153;SPC KS N     -   140,847.418   507,412.500   MT  0.99997491   +0 47 28.5
 KF1153;UTM  14      - 4,385,270.970   693,246.435   MT  1.00005979   +1 26 05.5
 KF1153
 KF1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1153!SPC KS N     -   0.99993618  x   0.99997491  =   0.99991109
 KF1153!UTM  14      -   0.99993618  x   1.00005979  =   0.99999596
 KF1153
 KF1153|---------------------------------------------------------------------|
 KF1153| PID    Reference Object                     Distance      Geod. Az  |
 KF1153|                                                           dddmmss.s |
 KF1153| CL6293 COTTAGE HILL 2 RM 6                  30.410 METERS 00717     |
 KF1153| CL6294 COTTAGE HILL 2 RM 7                  30.477 METERS 08105     |
 KF1153| CL6295 COTTAGE HILL 2 RM 8                  34.690 METERS 08433     |
 KF1153| CL6287 COTTAGE HILL AZ MK RESET                           0872331.6 |
 KF1153| CL6285 COTTAGE HILL AZ MK                                 08724     |
 KF1153| KF1152 COTTAGE HILL                         19.565 METERS 28236     |
 KF1153|---------------------------------------------------------------------|
 KF1153
 KF1153                          SUPERSEDED SURVEY CONTROL
 KF1153
 KF1153  NAD 83(1997)-  39 35 43.41590(N)    096 44 57.94701(W) AD(       ) 3
 KF1153  NAD 83(1986)-  39 35 43.41780(N)    096 44 57.94540(W) AD(       ) 3
 KF1153  NAD 27      -  39 35 43.41771(N)    096 44 56.89082(W) AD(       ) 3
 KF1153
 KF1153.Superseded values are not recommended for survey control.
 KF1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1153.See file dsdata.txt to determine how the superseded data were derived.
 KF1153
 KF1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9324685271(NAD 83)
 KF1153_MARKER: DS = TRIANGULATION STATION DISK
 KF1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1153
 KF1153  HISTORY     - Date     Condition        Report By
 KF1153  HISTORY     - 1966     MONUMENTED       CGS
 KF1153  HISTORY     - 1968     GOOD             CGS
 KF1153
 KF1153                          STATION DESCRIPTION
 KF1153
 KF1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1153'THE STATION IS ABOUT 9 MILES SOUTHWEST OF BLUE RAPIDS, 6.5
 KF1153'MILES SOUTH OF WATERVILLE AND AT A CROSSROAD KNOWN AS COTTAGE
 KF1153'HILL.  THE STATION MARK IS 179 FEET EAST OF THE CENTERLINE OF U.S.
 KF1153'HIGHWAY 77, 53 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD,
 KF1153'12.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE BUILDING
 KF1153'AND 9 FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS FLUSH
 KF1153'WITH THE GROUND AND THE DISK IS STAMPED COTTAGE HILL 2 1966.
 KF1153'
 KF1153'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 KF1153'AND STATE HIGHWAY 9, AT THE SOUTHWEST EDGE OF WATERVILLE,
 KF1153'GO SOUTH ON U.S. 77 FOR 6.5 MILES TO CROSSROADS AND STATION
 KF1153'IN SOUTHEAST ANGLE.  TO REACH THE AZIMUTH MARK FROM THE
 KF1153'STATION GO EAST FOR 0.6 MILE TO THE MARK ON THE LEFT.
 KF1153'
 KF1153'R.M. NO. 6 IS NEAR THE SOUTHEAST CORNER OF AN ABANDONED SCHOOL
 KF1153'YARD AND IS 47 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST ROAD.
 KF1153'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED COTTAGE
 KF1153'HILL 2 NO 6 1966.
 KF1153'
 KF1153'R.M. NO. 7 IS 35 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 KF1153'ROAD AND 28.5 FEET WEST OF A POWERLINE POLE.  THE MARK IS ABOUT
 KF1153'FLUSH AND THE DISK IS STAMPED COTTAGE HILL 2 NO 7 1966.
 KF1153'
 KF1153'THE AZIMUTH MARK IS 103 FEET NORTH OF THE CENTERLINE OF THE
 KF1153'ROAD, 28 FEET EAST OF THE CENTERLINE OF A FARM DRIVEWAY,
 KF1153'NEAR THE SOUTHWEST CORNER OF A MACHINE SHED AND GRANARY.
 KF1153'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED COTTAGE
 KF1153'HILL RESET 1959.
 KF1153'
 KF1153'STATION COTTAGE HILL 1947 TO COTTAGE HILL 2 1966- 1.046 FEET
 KF1153'IN ELEVATION.
 KF1153
 KF1153                          STATION RECOVERY (1968)
 KF1153
 KF1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KF1153'STATION MARK, REFERENCE MARK NO. 6 AND AZIMUTH MARK WERE
 KF1153'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 7 WAS FOUND
 KF1153'DESTROYED BY GRADER OPERATIONS.  REFERENCE MARK NO. 8 WAS SET, 42
 KF1153'FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD AND 15 FEET
 KF1153'NORTHWEST OF A POWERLINE POLE.  THE MARK PROJECTS 2 INCHES
 KF1153'AND THE DISK IS STAMPED COTTAGE HILL 1966 NO 8 1968.
 KF1153'
 KF1153'THE 1966 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 KF1153'
 KF1153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.5 MILES S OF
 KF1153'WATERVILLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1428 ***********************************************************************
 JF1428  DESIGNATION -  COTTONWOOD
 JF1428  PID         -  JF1428
 JF1428  STATE/COUNTY-  KS/CHASE
 JF1428  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF1428
 JF1428                         *CURRENT SURVEY CONTROL
 JF1428  ___________________________________________________________________
 JF1428* NAD 83(1997)-  38 21 28.68678(N)    096 32 43.10007(W)     ADJUSTED  
 JF1428* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 JF1428  ___________________________________________________________________
 JF1428  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 JF1428  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 JF1428
 JF1428  HORZ ORDER  -  SECOND
 JF1428
 JF1428.The horizontal coordinates were established by classical geodetic methods
 JF1428.and adjusted by the National Geodetic Survey in October 1998..
 JF1428
 JF1428.The orthometric height was scaled from a topographic map.
 JF1428
 JF1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1428
 JF1428.The geoid height was determined by GEOID03.
 JF1428
 JF1428;                    North         East     Units Scale Factor Converg.
 JF1428;SPC KS S     -   589,503.198   570,829.286   MT  0.99996538   +1 12 04.4
 JF1428;UTM  14      - 4,248,385.733   714,479.023   MT  1.00016655   +1 31 26.0
 JF1428
 JF1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1428!SPC KS S     -   0.99994615  x   0.99996538  =   0.99991153
 JF1428!UTM  14      -   0.99994615  x   1.00016655  =   1.00011269
 JF1428
 JF1428:                Primary Azimuth Mark                     Grid Az
 JF1428:SPC KS S     -  COTTONWOOD AZ MK                         359 51 26.5
 JF1428:UTM  14      -  COTTONWOOD AZ MK                         359 32 04.9
 JF1428
 JF1428|---------------------------------------------------------------------|
 JF1428| PID    Reference Object                     Distance      Geod. Az  |
 JF1428|                                                           dddmmss.s |
 JF1428| CL4966 COTTONWOOD AZ MK                                   0010330.9 |
 JF1428| JF1429 COTTONWOOD FALLS MUN SPIPE          APPROX. 0.8 KM 0062511.2 |
 JF1428| JF1431 COTTONWOOD FALLS CO CTHSE TWR       APPROX. 1.4 KM 0131020.4 |
 JF1428| JF1430 COTTONWOOD FALLS KAD 731 MAST       APPROX. 1.4 KM 0131509.1 |
 JF1428| CL4968 COTTONWOOD RM 2                      18.563 METERS 14318     |
 JF1428| CL4967 COTTONWOOD RM 1                       8.913 METERS 35618     |
 JF1428|---------------------------------------------------------------------|
 JF1428
 JF1428                          SUPERSEDED SURVEY CONTROL
 JF1428
 JF1428  NAD 83(1986)-  38 21 28.69581(N)    096 32 43.10026(W) AD(       ) 2
 JF1428  NAD 27      -  38 21 28.64457(N)    096 32 42.07736(W) AD(       ) 2
 JF1428
 JF1428.Superseded values are not recommended for survey control.
 JF1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1428.See file dsdata.txt to determine how the superseded data were derived.
 JF1428
 JF1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH1447948386(NAD 83)
 JF1428_MARKER: DS = TRIANGULATION STATION DISK
 JF1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1428+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 JF1428
 JF1428  HISTORY     - Date     Condition        Report By
 JF1428  HISTORY     - 1956     MONUMENTED       CGS
 JF1428  HISTORY     - 1968     GOOD             CGS
 JF1428  HISTORY     - 1972     GOOD             NGS
 JF1428  HISTORY     - 1972     GOOD             KSHC
 JF1428  HISTORY     - 1981     GOOD             KSDT
 JF1428  HISTORY     - 20050611 GOOD             INDIV
 JF1428
 JF1428                          STATION DESCRIPTION
 JF1428
 JF1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1428'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF ELMDALE, 1 MILE
 JF1428'SOUTH OF THE BUSINESS DISTRICT OF COTTONWOOD FALLS, ON THE WEST
 JF1428'EDGE OF COTTONWOOD FALLS MUNICIPAL AIRPORT.  IT IS 61 FEET
 JF1428'NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH HANGAR, 3 FEET EAST
 JF1428'OF A WIRE FENCE AND 4 FEET SOUTHEAST OF A WHITE WITNESS POST.
 JF1428'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED COTTONWOOD
 JF1428'1956.
 JF1428'
 JF1428'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE CHASE
 JF1428'COUNTY COURTHOUSE IN COTTONWOOD FALLS, GO SOUTH ON OAK STREET
 JF1428'FOR 0.55 MILE TO EIGHTH STREET.  TURN RIGHT AND GO WEST ON EIGHTH
 JF1428'STREET FOR 0.15 MILE TO CEDAR STREET AND THE AZIMUTH MARK ON
 JF1428'THE LEFT.  TURN LEFT AND GO SOUTH ON CEDAR STREET FOR 0.25 MILE
 JF1428'TO THE AIRPORT ENTRANCE.  CONTINUE SOUTH FOR 0.05 MILE TO THE
 JF1428'NORTH HANGAR AND THE STATION.
 JF1428'
 JF1428'REFERENCE MARK 1 IS 86 FEET NORTHWEST OF THE CORNER OF THE
 JF1428'HANGAR, 26 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 JF1428'OF A WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JF1428'COTTONWOOD NO 1 1956.
 JF1428'
 JF1428'REFERENCE MARK 2 IS SET AT THE NORTHWEST CORNER OF THE HANGAR
 JF1428'AND IS 39 FEET EAST OF THE WIRE FENCE.  THE MARK IS FLUSH AND
 JF1428'THE DISK IS STAMPED COTTONWOOD NO 2 1956.
 JF1428'
 JF1428'THE AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTERLINE OF EIGHTH
 JF1428'STREET, 60 FEET EAST OF THE CENTERLINE OF CEDAR STREET, 1
 JF1428'FOOT NORTH OF A WIRE FENCE AND 2 FEET EAST OF A WHITE WITNESS
 JF1428'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JF1428'COTTONWOOD 1956.
 JF1428'
 JF1428'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1428
 JF1428                          STATION RECOVERY (1968)
 JF1428
 JF1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1428'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1428'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1428'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1428'RECOVERY.
 JF1428'
 JF1428'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 JF1428'
 JF1428'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 JF1428'
 JF1428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE
 JF1428'SOUTH OF COTTONWOOD FALLS.
 JF1428
 JF1428                          STATION RECOVERY (1972)
 JF1428
 JF1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 JF1428'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 JF1428'MARK 2 HAD BEEN DRIFTED OVER WITH 4 INCHES OF DIRT, THE DIRT WAS
 JF1428'REMOVED AROUND THE MARK AREA TO MAKE THE MARK FLUSH WITH THE GROUND
 JF1428'SURFACE.  THE DESCRIPTION AND ROUTE TO REACH THE STATION ARE
 JF1428'ADEQUATE FOR RECOVERY WITH THE EXCEPTION THAT REFERENCE MARK 2 IS 1
 JF1428'FOOT WEST OF THE NORTHWEST CORNER OF THE HANGAR.
 JF1428'
 JF1428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COTTONWOOD
 JF1428'FALLS MUNICIPAL AIRPORT.
 JF1428
 JF1428                          STATION RECOVERY (1972)
 JF1428
 JF1428'RECOVERY NOTE BY KS HIGHWAY COMM 1972 (WJM)
 JF1428'COTTONWOOD 1956 RECOVERED GOOD.
 JF1428'
 JF1428'RM NO. 2 BELIEVED TO BE UNDER 2 FT OF DIRT.  AREA WHERE THIS RM WAS
 JF1428'FILLED IN.
 JF1428'
 JF1428'DISTANCE AND DIRECTION FROM NEAREST TOWN--S. W. EDGE OF COTTONWOOD
 JF1428'FALLS.
 JF1428
 JF1428                          STATION RECOVERY (1981)
 JF1428
 JF1428'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 JF1428'COTTONWOOD, 1956 RECOVERED GOOD AT GROUND LEVEL (AZM MARK IN GOOD
 JF1428'CONDITION, RM NO. 1 IN GOOD CONDITION RM NO. 2 IS BURIED 2-1/2
 JF1428'FT.
 JF1428'
 JF1428'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SO. OF BUSINESS
 JF1428'DIST. COTTONWOOD FALLS ON WEST EDGE COTTONWOOD FALLS AIRPORT.
 JF1428
 JF1428                          STATION RECOVERY (2005)
 JF1428
 JF1428'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JF1428'AZIMUTH MARK AND REFERENCE MARKS NOW SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1431 ***********************************************************************
 JF1431  DESIGNATION -  COTTONWOOD FALLS CO CTHSE TWR
 JF1431  PID         -  JF1431
 JF1431  STATE/COUNTY-  KS/CHASE
 JF1431  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF1431
 JF1431                         *CURRENT SURVEY CONTROL
 JF1431  ___________________________________________________________________
 JF1431* NAD 83(1997)-  38 22 13.33243(N)    096 32 29.82770(W)     ADJUSTED  
 JF1431* NAVD 88     -                                                        
 JF1431  ___________________________________________________________________
 JF1431  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 JF1431  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 JF1431
 JF1431  HORZ ORDER  -  THIRD
 JF1431
 JF1431.The horizontal coordinates were established by classical geodetic methods
 JF1431.and adjusted by the National Geodetic Survey in October 1998..
 JF1431
 JF1431
 JF1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1431
 JF1431.The geoid height was determined by GEOID03.
 JF1431
 JF1431;                    North         East     Units Scale Factor Converg.
 JF1431;SPC KS S     -   590,886.226   571,122.529   MT  0.99996707   +1 12 12.5
 JF1431;UTM  14      - 4,249,770.669   714,764.524   MT  1.00016806   +1 31 35.8
 JF1431
 JF1431                          SUPERSEDED SURVEY CONTROL
 JF1431
 JF1431  NAD 83(1986)-  38 22 13.34138(N)    096 32 29.82757(W) AD(       ) 4
 JF1431  NAD 27      -  38 22 13.28795(N)    096 32 28.80666(W) AD(       ) 3
 JF1431
 JF1431.Superseded values are not recommended for survey control.
 JF1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1431.See file dsdata.txt to determine how the superseded data were derived.
 JF1431
 JF1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH1476549771(NAD 83)
 JF1431_MARKER: 55 = TOWER
 JF1431
 JF1431  HISTORY     - Date     Condition        Report By
 JF1431  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1431
 JF1431                          STATION DESCRIPTION
 JF1431
 JF1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1431'THE STATION IS THE CENTER OF THE TOP OF THE CLOCK TOWER,
 JF1431'LOCATED ON THE NORTH END OF THE COURTHOUSE IN COTTONWOOD
 JF1431'FALLS.  IT IS A SQUARE CLOCK TOWER WITH AN ORNAMENTAL WROUGHT
 JF1431'IRON RAILING AROUND THE TOP.  THE OVERALL HEIGHT IS ABOUT
 JF1431'65 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1430 ***********************************************************************
 JF1430  DESIGNATION -  COTTONWOOD FALLS KAD 731 MAST
 JF1430  PID         -  JF1430
 JF1430  STATE/COUNTY-  KS/CHASE
 JF1430  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF1430
 JF1430                         *CURRENT SURVEY CONTROL
 JF1430  ___________________________________________________________________
 JF1430* NAD 83(1997)-  38 22 13.05064(N)    096 32 29.82827(W)     ADJUSTED  
 JF1430* NAVD 88     -                                                        
 JF1430  ___________________________________________________________________
 JF1430  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 JF1430  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 JF1430
 JF1430  HORZ ORDER  -  THIRD
 JF1430
 JF1430.The horizontal coordinates were established by classical geodetic methods
 JF1430.and adjusted by the National Geodetic Survey in October 1998..
 JF1430
 JF1430
 JF1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1430
 JF1430.The geoid height was determined by GEOID03.
 JF1430
 JF1430;                    North         East     Units Scale Factor Converg.
 JF1430;SPC KS S     -   590,877.539   571,122.698   MT  0.99996706   +1 12 12.5
 JF1430;UTM  14      - 4,249,761.982   714,764.742   MT  1.00016806   +1 31 35.8
 JF1430
 JF1430                          SUPERSEDED SURVEY CONTROL
 JF1430
 JF1430  NAD 83(1986)-  38 22 13.05956(N)    096 32 29.82813(W) AD(       ) 4
 JF1430  NAD 27      -  38 22 13.01065(N)    096 32 28.80492(W) AD(       ) 3
 JF1430
 JF1430.Superseded values are not recommended for survey control.
 JF1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1430.See file dsdata.txt to determine how the superseded data were derived.
 JF1430
 JF1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH1476549762(NAD 83)
 JF1430_MARKER: 42 = RADIO/TV MAST
 JF1430
 JF1430  HISTORY     - Date     Condition        Report By
 JF1430  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1430
 JF1430                          STATION DESCRIPTION
 JF1430
 JF1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1430'THE STATION IS THE CENTER OF THE TOP OF THE MAST LOCATED
 JF1430'ON THE ROOF OF THE CHASE COUNTY COURTHOUSE AT THE CORNER
 JF1430'OF PEARL AND COTTONWOOD STREETS IN COTTONWOOD FALLS.  THE
 JF1430'MAST IS A UNIFORM, CROSS-SECTION ALUMINUM STRUCTURE SUPPORTED
 JF1430'BY GUY WIRES.  IT IS ABOUT 120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1429 ***********************************************************************
 JF1429  DESIGNATION -  COTTONWOOD FALLS MUN SPIPE
 JF1429  PID         -  JF1429
 JF1429  STATE/COUNTY-  KS/CHASE
 JF1429  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF1429
 JF1429                         *CURRENT SURVEY CONTROL
 JF1429  ___________________________________________________________________
 JF1429* NAD 83(1997)-  38 21 55.86589(N)    096 32 39.21582(W)     ADJUSTED  
 JF1429* NAVD 88     -                                                        
 JF1429  ___________________________________________________________________
 JF1429  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 JF1429  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 JF1429
 JF1429  HORZ ORDER  -  THIRD
 JF1429
 JF1429.The horizontal coordinates were established by classical geodetic methods
 JF1429.and adjusted by the National Geodetic Survey in October 1998..
 JF1429
 JF1429
 JF1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1429
 JF1429.The geoid height was determined by GEOID03.
 JF1429
 JF1429;                    North         East     Units Scale Factor Converg.
 JF1429;SPC KS S     -   590,343.010   570,905.990   MT  0.99996641   +1 12 06.8
 JF1429;UTM  14      - 4,249,226.133   714,551.008   MT  1.00016693   +1 31 29.4
 JF1429
 JF1429                          SUPERSEDED SURVEY CONTROL
 JF1429
 JF1429  NAD 83(1986)-  38 21 55.87487(N)    096 32 39.21566(W) AD(       ) 4
 JF1429  NAD 27      -  38 21 55.82405(N)    096 32 38.19267(W) AD(       ) 3
 JF1429
 JF1429.Superseded values are not recommended for survey control.
 JF1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1429.See file dsdata.txt to determine how the superseded data were derived.
 JF1429
 JF1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH1455149226(NAD 83)
 JF1429_MARKER: 52 = STANDPIPE TANK
 JF1429
 JF1429  HISTORY     - Date     Condition        Report By
 JF1429  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1429  HISTORY     - 20050611 GOOD             INDIV
 JF1429
 JF1429                          STATION DESCRIPTION
 JF1429
 JF1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1429'THE STATION IS THE CENTER OF THE SMALL BALL ON TOP OF THE
 JF1429'STANDPIPE, LOCATED NEAR THE CORNER OF FIFTH AND OAK STREETS
 JF1429'IN COTTONWOOD FALLS.  IT IS ABOUT 80 FEET HIGH AND IS PAINTED
 JF1429'SILVER.
 JF1429
 JF1429                          STATION RECOVERY (2005)
 JF1429
 JF1429'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JF1429'PAINTED SILVER WITH GREEN ROOF.  A NEW ELEVATED WATER TANK IS
 JF1429'IMMEDIATELY TO THE SOUTH OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1359 ***********************************************************************
 JF1359  DESIGNATION -  COUNCIL
 JF1359  PID         -  JF1359
 JF1359  STATE/COUNTY-  KS/MORRIS
 JF1359  USGS QUAD   -  COUNCIL GROVE (1983)
 JF1359
 JF1359                         *CURRENT SURVEY CONTROL
 JF1359  ___________________________________________________________________
 JF1359* NAD 83(1997)-  38 39 50.94899(N)    096 29 45.93086(W)     ADJUSTED  
 JF1359* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 JF1359  ___________________________________________________________________
 JF1359  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 JF1359  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 JF1359
 JF1359  HORZ ORDER  -  SECOND
 JF1359
 JF1359.The horizontal coordinates were established by classical geodetic methods
 JF1359.and adjusted by the National Geodetic Survey in October 1998..
 JF1359
 JF1359.The orthometric height was scaled from a topographic map.
 JF1359
 JF1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1359
 JF1359.The geoid height was determined by GEOID03.
 JF1359
 JF1359;                    North         East     Units Scale Factor Converg.
 JF1359;SPC KS N     -    37,811.378   530,886.927   MT  1.00000889   +0 57 05.6
 JF1359;UTM  14      - 4,282,483.361   717,854.406   MT  1.00018449   +1 33 53.8
 JF1359
 JF1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1359!SPC KS N     -   0.99994489  x   1.00000889  =   0.99995378
 JF1359!UTM  14      -   0.99994489  x   1.00018449  =   1.00012937
 JF1359
 JF1359|---------------------------------------------------------------------|
 JF1359| PID    Reference Object                     Distance      Geod. Az  |
 JF1359|                                                           dddmmss.s |
 JF1359| CL4973 COUNCIL RM 1                         24.434 METERS 02939     |
 JF1359| JF1356 KANSAS HWY PAT RAD KAB 47 MAST      APPROX. 9.1 KM 0874346.2 |
 JF1359| CL4972 COUNCIL AZ MK                                      2363255.9 |
 JF1359| JF1467 COUNCIL GROVE RAD KAA 898 MAST      APPROX. 2.3 KM 2513542.0 |
 JF1359| CL4974 COUNCIL RM 2                         23.316 METERS 29406     |
 JF1359| JF1358 COUNCIL GROVE MUNICIPAL TANK         23.482 METERS 31756     |
 JF1359|---------------------------------------------------------------------|
 JF1359
 JF1359                          SUPERSEDED SURVEY CONTROL
 JF1359
 JF1359  NAD 83(1986)-  38 39 50.95680(N)    096 29 45.93056(W) AD(       ) 2
 JF1359  NAD 27      -  38 39 50.93063(N)    096 29 44.92067(W) AD(       ) 2
 JF1359
 JF1359.Superseded values are not recommended for survey control.
 JF1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1359.See file dsdata.txt to determine how the superseded data were derived.
 JF1359
 JF1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH1785482483(NAD 83)
 JF1359_MARKER: DS = TRIANGULATION STATION DISK
 JF1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1359
 JF1359  HISTORY     - Date     Condition        Report By
 JF1359  HISTORY     - 1956     MONUMENTED       CGS
 JF1359  HISTORY     - 1963     GOOD             CGS
 JF1359  HISTORY     - 1968     GOOD             CGS
 JF1359
 JF1359                          STATION DESCRIPTION
 JF1359
 JF1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1359'THE STATION IS LOCATED NEAR THE SITE OF THE COUNCIL GROVE MUNICIPAL
 JF1359'WATER TANK, ON CITY PROPERTY.  IT IS 150 FEET EAST OF THE
 JF1359'INTERSECTION OF SIMCOCK STREET AND CHAUTAUQUA STREET AND 36
 JF1359'FEET NORTH OF THE CENTERLINE OF SIMCOCK STREET.  THE MARK IS
 JF1359'FLUSH AND THE DISK IS STAMPED COUNCIL 1956.
 JF1359'
 JF1359'REFERENCE MARK 1 IS 93 FEET EAST OF THE CENTER PIPE OF THE COUNCIL
 JF1359'GROVE MUNICIPAL WATER TANK.  THE MARK IS FLUSH AND THE DISK IS
 JF1359'STAMPED COUNCIL NO 1 1956.
 JF1359'
 JF1359'REFERENCE MARK 2 IS SET FLUSH IN A DRILL HOLE OF THE CONCRETE
 JF1359'FOUNDATION OF THE WEST LEG OF THE WATER TANK.  THE DISK IS STAMPED
 JF1359'COUNCIL NO 2 1956.
 JF1359'
 JF1359'THE AZIMUTH MARK IS 14 FEET WEST OF THE CENTERLINE OF ROCKHILL
 JF1359'STREET AND 25 FEET SOUTH OF A WHITE WITNESS POST AND POWER LINE
 JF1359'POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED COUNCIL 1956.
 JF1359'
 JF1359'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON SIMCOCK
 JF1359'STREET FOR 0.1 MILE TO ROCKHILL STREET.  TURN LEFT AND GO SOUTH ON
 JF1359'ROCKHILL STREET FOR ABOUT 100 FEET TO THE MARK ON THE RIGHT.
 JF1359'
 JF1359'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JF1359
 JF1359                          STATION RECOVERY (1963)
 JF1359
 JF1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PB)
 JF1359'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 JF1359'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS REMOVED AT
 JF1359'THE REQUEST OF THE PROPERTY OWNER.  DUE TO THE CONSTRUCTION
 JF1359'OF SOME NEW HOMES, THERE IS NO SUITABLE PLACE FOR A NEW AZIMUTH
 JF1359'MARK.
 JF1359
 JF1359                          STATION RECOVERY (1968)
 JF1359
 JF1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1359'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 JF1359'2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 JF1359'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JF1359'
 JF1359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT COUNCIL GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1358 ***********************************************************************
 JF1358  DESIGNATION -  COUNCIL GROVE MUNICIPAL TANK
 JF1358  PID         -  JF1358
 JF1358  STATE/COUNTY-  KS/MORRIS
 JF1358  USGS QUAD   -  COUNCIL GROVE (1983)
 JF1358
 JF1358                         *CURRENT SURVEY CONTROL
 JF1358  ___________________________________________________________________
 JF1358* NAD 83(1997)-  38 39 51.51424(N)    096 29 46.58172(W)     ADJUSTED  
 JF1358* NAVD 88     -                                                        
 JF1358  ___________________________________________________________________
 JF1358  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 JF1358  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 JF1358
 JF1358  HORZ ORDER  -  THIRD
 JF1358
 JF1358.The horizontal coordinates were established by classical geodetic methods
 JF1358.and adjusted by the National Geodetic Survey in October 1998..
 JF1358
 JF1358
 JF1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1358
 JF1358.The geoid height was determined by GEOID03.
 JF1358
 JF1358;                    North         East     Units Scale Factor Converg.
 JF1358;SPC KS N     -    37,828.545   530,870.904   MT  1.00000886   +0 57 05.1
 JF1358;UTM  14      - 4,282,500.358   717,838.197   MT  1.00018440   +1 33 53.4
 JF1358
 JF1358                          SUPERSEDED SURVEY CONTROL
 JF1358
 JF1358  NAD 83(1986)-  38 39 51.52156(N)    096 29 46.58213(W) AD(       ) 4
 JF1358  NAD 27      -  38 39 51.49599(N)    096 29 45.57155(W) AD(       ) 3
 JF1358
 JF1358.Superseded values are not recommended for survey control.
 JF1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1358.See file dsdata.txt to determine how the superseded data were derived.
 JF1358
 JF1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH1783882500(NAD 83)
 JF1358_MARKER: 53 = ELEVATED TANK
 JF1358
 JF1358  HISTORY     - Date     Condition        Report By
 JF1358  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1358
 JF1358                          STATION DESCRIPTION
 JF1358
 JF1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1358'THE STATION IS LOCATED ON A HIGH HILL IN THE NORTH SECTION OF
 JF1358'COUNCIL GROVE, 150 FEET NORTHEAST OF THE INTERSECTION OF
 JF1358'SIMCOCK AND CHAUTAUQUA STREETS AND 110 FEET NORTH OF THE
 JF1358'CENTERLINE OF SIMCOCK STREET.  IT IS A STEEL STRUCTURE SUPPORTED
 JF1358'BY 8 LEGS, 110 FEET HIGH, PAINTED SILVER AND HAS THE LEGEND
 JF1358'COUNCIL GROVE ON THE EAST AND WEST SIDES.
 JF1358'
 JF1358'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION COUNCIL.
 JF1358'THE DISTANCE IS 23.485 METERS (77.05 FEET), NORTHWEST OF STATION
 JF1358'COUNCIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1357 ***********************************************************************
 JF1357  DESIGNATION -  COUNCIL GROVE RAD KAF 977 MAST
 JF1357  PID         -  JF1357
 JF1357  STATE/COUNTY-  KS/MORRIS
 JF1357  USGS QUAD   -  COUNCIL GROVE (1983)
 JF1357
 JF1357                         *CURRENT SURVEY CONTROL
 JF1357  ___________________________________________________________________
 JF1357* NAD 83(1997)-  38 39 36.57500(N)    096 28 45.51385(W)     ADJUSTED  
 JF1357* NAVD 88     -                                                        
 JF1357  ___________________________________________________________________
 JF1357  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 JF1357  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 JF1357
 JF1357  HORZ ORDER  -  THIRD
 JF1357
 JF1357.The horizontal coordinates were established by classical geodetic methods
 JF1357.and adjusted by the National Geodetic Survey in October 1998..
 JF1357
 JF1357
 JF1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1357
 JF1357.The geoid height was determined by GEOID03.
 JF1357
 JF1357;                    North         East     Units Scale Factor Converg.
 JF1357;SPC KS N     -    37,392.595   532,354.834   MT  1.00000960   +0 57 43.8
 JF1357;UTM  14      - 4,282,080.241   719,326.975   MT  1.00019242   +1 34 31.1
 JF1357
 JF1357                          SUPERSEDED SURVEY CONTROL
 JF1357
 JF1357  NAD 83(1986)-  38 39 36.58283(N)    096 28 45.51336(W) AD(       ) 4
 JF1357  NAD 27      -  38 39 36.55616(N)    096 28 44.50588(W) AD(       ) 3
 JF1357
 JF1357.Superseded values are not recommended for survey control.
 JF1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1357.See file dsdata.txt to determine how the superseded data were derived.
 JF1357
 JF1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH1932782080(NAD 83)
 JF1357_MARKER: 42 = RADIO/TV MAST
 JF1357
 JF1357  HISTORY     - Date     Condition        Report By
 JF1357  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1357
 JF1357                          STATION DESCRIPTION
 JF1357
 JF1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1357'THE MAST IS LOCATED IN THE EAST SECTION OF COUNCIL GROVE, ABOUT
 JF1357'100 FEET SOUTH OF THE RAILROAD DEPOT.  IT IS A 4 LEGGED SELF
 JF1357'SUPPORTING STEEL STRUCTURE, UNPAINTED, 150 FEET HIGH WITH A WHIP
 JF1357'THAT EXTENDS 15 FEET ABOVE THE TOP.  IT IS OWNED BY THE MISSOURI
 JF1357'PACIFIC RAILROAD COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1467 ***********************************************************************
 JF1467  DESIGNATION -  COUNCIL GROVE RAD KAA 898 MAST
 JF1467  PID         -  JF1467
 JF1467  STATE/COUNTY-  KS/MORRIS
 JF1467  USGS QUAD   -  COUNCIL GROVE LAKE (1971)
 JF1467
 JF1467                         *CURRENT SURVEY CONTROL
 JF1467  ___________________________________________________________________
 JF1467* NAD 83(1997)-  38 39 27.18722(N)    096 31 16.96513(W)     ADJUSTED  
 JF1467* NAVD 88     -                                                        
 JF1467  ___________________________________________________________________
 JF1467  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 JF1467  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 JF1467
 JF1467  HORZ ORDER  -  THIRD
 JF1467
 JF1467.The horizontal coordinates were established by classical geodetic methods
 JF1467.and adjusted by the National Geodetic Survey in October 1998..
 JF1467
 JF1467
 JF1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1467
 JF1467.The geoid height was determined by GEOID03.
 JF1467
 JF1467;                    North         East     Units Scale Factor Converg.
 JF1467;SPC KS N     -    37,042.512   528,698.304   MT  1.00001007   +0 56 08.0
 JF1467;UTM  14      - 4,281,690.976   715,673.770   MT  1.00017284   +1 32 56.0
 JF1467
 JF1467                          SUPERSEDED SURVEY CONTROL
 JF1467
 JF1467  NAD 83(1986)-  38 39 27.19512(N)    096 31 16.96405(W) AD(       ) 4
 JF1467  NAD 27      -  38 39 27.16830(N)    096 31 15.95226(W) AD(       ) 3
 JF1467
 JF1467.Superseded values are not recommended for survey control.
 JF1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1467.See file dsdata.txt to determine how the superseded data were derived.
 JF1467
 JF1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH1567481691(NAD 83)
 JF1467_MARKER: 42 = RADIO/TV MAST
 JF1467
 JF1467  HISTORY     - Date     Condition        Report By
 JF1467  HISTORY     - 1957     FIRST OBSERVED   CGS
 JF1467
 JF1467                          STATION DESCRIPTION
 JF1467
 JF1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 JF1467'THE STATION IS THE FLASHING RED LIGHT ON THE TOP OF THE COUNCIL
 JF1467'GROVE, RADIO STATION KAA 898, MAST.  IT IS LOCATED ABOUT 1.5
 JF1467'MILES WEST OF THE CENTER OF TOWN AND 0.15 MILE NORTH OF U.S.
 JF1467'HIGHWAY 56, ON THE HIGHEST POINT OF A RIDGE IN A PASTURE.  IT IS
 JF1467'AN ALL STEEL STRUCTURE ABOUT 255 FEET HIGH, PAINTED IN ALTERNATE
 JF1467'SECTIONS OF RED AND WHITE, WITH TWO SETS OF RED LIGHTS DOWN THE
 JF1467'SIDE OF THE STRUCTURE AND A FLASHING RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1139 ***********************************************************************
 HF1139  DESIGNATION -  COUNTRY CHURCH SPIRE
 HF1139  PID         -  HF1139
 HF1139  STATE/COUNTY-  KS/COWLEY
 HF1139  USGS QUAD   -  SILVERDALE (1965)
 HF1139
 HF1139                         *CURRENT SURVEY CONTROL
 HF1139  ___________________________________________________________________
 HF1139* NAD 83(1997)-  37 04 40.60973(N)    096 55 57.45902(W)     ADJUSTED  
 HF1139* NAVD 88     -                                                        
 HF1139  ___________________________________________________________________
 HF1139  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HF1139  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HF1139
 HF1139  HORZ ORDER  -  THIRD
 HF1139
 HF1139.The horizontal coordinates were established by classical geodetic methods
 HF1139.and adjusted by the National Geodetic Survey in October 1998..
 HF1139
 HF1139
 HF1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1139
 HF1139.The geoid height was determined by GEOID03.
 HF1139
 HF1139;                    North         East     Units Scale Factor Converg.
 HF1139;SPC KS S     -   446,818.162   539,371.256   MT  1.00004245   +0 57 47.5
 HF1139;SPC OK N     -   231,090.829   694,916.426   MT  1.00007163   +0 37 47.7
 HF1139;SPC OK N     -   758,170.49  2,279,904.97   sFT  1.00007163   +0 37 47.7
 HF1139;UTM  14      - 4,105,518.732   683,769.725   MT  1.00001604   +1 14 48.4
 HF1139
 HF1139                          SUPERSEDED SURVEY CONTROL
 HF1139
 HF1139  NAD 83(1997)-  37 04 40.60988(N)    096 55 57.45531(W) AD(       ) 4
 HF1139  NAD 83(1986)-  37 04 40.62232(N)    096 55 57.44982(W) AD(       ) 4
 HF1139  NAD 27      -  37 04 40.51545(N)    096 55 56.32574(W) AD(       ) 3
 HF1139
 HF1139.Superseded values are not recommended for survey control.
 HF1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1139.See file dsdata.txt to determine how the superseded data were derived.
 HF1139
 HF1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8377005519(NAD 83)
 HF1139_MARKER: 89 = SPIRE
 HF1139
 HF1139  HISTORY     - Date     Condition        Report By
 HF1139  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1139
 HF1139                          STATION DESCRIPTION
 HF1139
 HF1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1139'OBJECT OBSERVED UPON WAS THE TIP OF SPIRE OF A SMALL COUNTRY
 HF1139'CHURCH LOCATED APPROXIMATELY 5 MILES NORTHWEST OF STATION JIM.
 HF1139'
 HF1139'STATION WAS IN MIDDLE OF SCHEME AND NOT VISITED.
 HF1139'
 HF1139'OBSERVED UPON FROM STATIONS JIM, PANTHER LAPLACE AZIMUTH,
 HF1139'AND DAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0819 ***********************************************************************
 KG0819  DESIGNATION -  COUNTRY CHURCH SPIRE G
 KG0819  PID         -  KG0819
 KG0819  STATE/COUNTY-  KS/NORTON
 KG0819  USGS QUAD   -  EDMOND NW (1978)
 KG0819
 KG0819                         *CURRENT SURVEY CONTROL
 KG0819  ___________________________________________________________________
 KG0819* NAD 83(1997)-  39 43 33.86619(N)    099 59 31.89991(W)     ADJUSTED  
 KG0819* NAVD 88     -                                                        
 KG0819  ___________________________________________________________________
 KG0819  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 KG0819  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 KG0819
 KG0819  HORZ ORDER  -  THIRD
 KG0819
 KG0819.The horizontal coordinates were established by classical geodetic methods
 KG0819.and adjusted by the National Geodetic Survey in October 1998..
 KG0819
 KG0819
 KG0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0819
 KG0819.The geoid height was determined by GEOID03.
 KG0819
 KG0819;                    North         East     Units Scale Factor Converg.
 KG0819;SPC KS N     -   156,493.498   229,216.288   MT  0.99999121   -1 15 37.8
 KG0819;UTM  14      - 4,397,825.402   414,968.345   MT  0.99968901   -0 38 03.0
 KG0819
 KG0819                          SUPERSEDED SURVEY CONTROL
 KG0819
 KG0819  NAD 83(1997)-  39 43 33.86861(N)    099 59 31.89990(W) AD(       ) 4
 KG0819  NAD 83(1986)-  39 43 33.87096(N)    099 59 31.90238(W) AD(       ) 4
 KG0819  NAD 27      -  39 43 33.85900(N)    099 59 30.44200(W) AD(       ) 3
 KG0819
 KG0819.Superseded values are not recommended for survey control.
 KG0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0819.See file dsdata.txt to determine how the superseded data were derived.
 KG0819
 KG0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ1496897825(NAD 83)
 KG0819_MARKER: 90 = CHURCH SPIRE
 KG0819
 KG0819  HISTORY     - Date     Condition        Report By
 KG0819  HISTORY     - 1934     FIRST OBSERVED   CGS
 KG0819
 KG0819                          STATION DESCRIPTION
 KG0819
 KG0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0819'POINT OBSERVED UPON IS TIP OF SPIRE ATOP COUNTRY CHURCH LOCATED
 KG0819'APPROXIMATELY 2.0 MILES NORTHEAST OF TRIANGULATION STATION MAN,
 KG0819'APPROXIMATELY 50 FEET HIGH, AND GREY IN COLOR.
 KG0819'
 KG0819'OBSERVED UPON FROM STATIONS COPE, MAN, AND MARVIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0751 ***********************************************************************
 KH0751  DESIGNATION -  COUNTRY CHURCH SPIRE H
 KH0751  PID         -  KH0751
 KH0751  STATE/COUNTY-  KS/GRAHAM
 KH0751  USGS QUAD   -  ST PETER (1979)
 KH0751
 KH0751                         *CURRENT SURVEY CONTROL
 KH0751  ___________________________________________________________________
 KH0751* NAD 83(1997)-  39 13 33.75547(N)    100 00 54.97358(W)     ADJUSTED  
 KH0751* NAVD 88     -                                                        
 KH0751  ___________________________________________________________________
 KH0751  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 KH0751  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 KH0751
 KH0751  HORZ ORDER  -  THIRD
 KH0751
 KH0751.The horizontal coordinates were established by classical geodetic methods
 KH0751.and adjusted by the National Geodetic Survey in October 1998..
 KH0751
 KH0751
 KH0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0751
 KH0751.The geoid height was determined by GEOID03.
 KH0751
 KH0751;                    North         East     Units Scale Factor Converg.
 KH0751;SPC KS N     -   101,037.102   226,003.053   MT  0.99995694   -1 16 30.3
 KH0751;UTM  14      - 4,342,352.357   412,365.435   MT  0.99969456   -0 38 31.5
 KH0751
 KH0751                          SUPERSEDED SURVEY CONTROL
 KH0751
 KH0751  NAD 83(1986)-  39 13 33.76004(N)    100 00 54.97495(W) AD(       ) 4
 KH0751  NAD 27      -  39 13 33.73300(N)    100 00 53.52700(W) AD(       ) 3
 KH0751
 KH0751.Superseded values are not recommended for survey control.
 KH0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0751.See file dsdata.txt to determine how the superseded data were derived.
 KH0751
 KH0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ1236542352(NAD 83)
 KH0751_MARKER: 90 = CHURCH SPIRE
 KH0751
 KH0751  HISTORY     - Date     Condition        Report By
 KH0751  HISTORY     - 1934     FIRST OBSERVED   CGS
 KH0751
 KH0751                          STATION DESCRIPTION
 KH0751
 KH0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0751'POINT OBSERVED UPON IS BELFRY OF COUNTRY CHURCH IN THE LOCALITY OF
 KH0751'HILL CITY, LOCATED 1 MILE SOUTH AND 3 MILES WEST OF TRIANGULATION
 KH0751'STATION BARGER.
 KH0751'
 KH0751'OBSERVED UPON FROM STATIONS BARGER, BAKER, AND CASTEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1189 ***********************************************************************
 KE1189  DESIGNATION -  COURSON
 KE1189  PID         -  KE1189
 KE1189  STATE/COUNTY-  KS/DONIPHAN
 KE1189  USGS QUAD   -  WATHENA (1961)
 KE1189
 KE1189                         *CURRENT SURVEY CONTROL
 KE1189  ___________________________________________________________________
 KE1189* NAD 83(1997)-  39 45 10.42015(N)    094 57 06.42512(W)     ADJUSTED  
 KE1189* NAVD 88     -       291.     (meters)     955.     (feet)  VERTCON   
 KE1189  ___________________________________________________________________
 KE1189  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 KE1189  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KE1189
 KE1189  HORZ ORDER  -  SECOND
 KE1189
 KE1189.The horizontal coordinates were established by classical geodetic methods
 KE1189.and adjusted by the National Geodetic Survey in October 1998..
 KE1189
 KE1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1189
 KE1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1189
 KE1189.The geoid height was determined by GEOID03.
 KE1189
 KE1189;                    North         East     Units Scale Factor Converg.
 KE1189;SPC KS N     -   161,988.995   661,184.117   MT  0.99999520   +1 55 43.1
 KE1189;UTM  15      - 4,402,153.122   332,791.294   MT  0.99994422   -1 14 54.3
 KE1189
 KE1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1189!SPC KS N     -   0.99995931  x   0.99999520  =   0.99995451
 KE1189!UTM  15      -   0.99995931  x   0.99994422  =   0.99990354
 KE1189
 KE1189:                Primary Azimuth Mark                     Grid Az
 KE1189:SPC KS N     -  ELLWOOD WATER TANK                       089 13 00.8
 KE1189:UTM  15      -  ELLWOOD WATER TANK                       092 23 38.2
 KE1189
 KE1189|---------------------------------------------------------------------|
 KE1189| PID    Reference Object                     Distance      Geod. Az  |
 KE1189|                                                           dddmmss.s |
 KE1189| CL6463 ELLWOOD WATER TANK                                 0910843.9 |
 KE1189| CL7517 S ST JOSEPH WATER TANK                             1172522.3 |
 KE1189|---------------------------------------------------------------------|
 KE1189
 KE1189                          SUPERSEDED SURVEY CONTROL
 KE1189
 KE1189  NAD 83(1986)-  39 45 10.42271(N)    094 57 06.41984(W) AD(       ) 2
 KE1189  NAD 27      -  39 45 10.44815(N)    094 57 05.53076(W) AD(       ) 2
 KE1189  NGVD 29 (07/19/86)  291.     (m)          955.     (f) VERT ANG       
 KE1189
 KE1189.Superseded values are not recommended for survey control.
 KE1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1189.See file dsdata.txt to determine how the superseded data were derived.
 KE1189
 KE1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE3279102153(NAD 83)
 KE1189_MARKER: DD = SURVEY DISK
 KE1189_SETTING: 0 = UNSPECIFIED SETTING
 KE1189
 KE1189  HISTORY     - Date     Condition        Report By
 KE1189  HISTORY     - 1974     MONUMENTED       USE
 KE1189
 KE1189                          STATION DESCRIPTION
 KE1189
 KE1189'DESCRIBED BY US ENGINEERS 1974
 KE1189'DONIPHAN CO., KANSAS, ABOUT 1600 FT W. AND 800 FT S. OF THE
 KE1189'NE. CORNER OF SECTION 33, T-3-S, R-22-E.  THE STATION IS LOCATED
 KE1189'ON PROPERTY OWNED BY MR. JOHN COURSON, WHICH IS SITUATED ABOUT
 KE1189'3/4 MILE SOUTH OF WATHENA, KANSAS.  IT IS ON A SLOPE OF A HIGH
 KE1189'BLUFF OVERLOOKING THE OLD MISSOURI RIVER BED.  A C OF E DISC,
 KE1189'STAMPED COURSON-1974 SET IN THE TOP OF A CONCRETE POST, FLUSH
 KE1189'WITH THE GROUND.  MR. JOHN COURSON GAVE VERBAL PERMISSION TO
 KE1189'SET THIS STATION.
 KE1189'
 KE1189'TO REACH--FROM THE POST OFFICE IN WATHENA, KANSAS, GO WEST ON
 KE1189'ST. JOSEPH ST., CROSS BRIDGE AND GO 0.38 MILE TO DRIVEWAY
 KE1189'LEFT.  FOLLOW DRIVEWAY 0.37 MILE TO A HOUSE.  GO AROUND CIRCLE
 KE1189'DRIVE AND THEN BEAR RIGHT FOR 0.35 MILE, THROUGH AN APPLE ORCHARD,
 KE1189'TO TOP OF BLUFF AND STATION LOCATED ON RIGHT ON SLOPE OF HILL.
 KE1189'
 KE1189'REFERENCES--1.35 FT E. TO STEEL POST AND SIGN.
 KE1189'
 KE1189'1.51 FT W. TO STEEL POST AND SIGN.
 KE1189'
 KE1189'16.12 FT NNE. TO SHINER IN TRIPLE OAK.
 KE1189'
 KE1189'24.29 FT NE. TO SHINER IN 6 IN HICKORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0952 ***********************************************************************
 KF0952  DESIGNATION -  COURTLAND
 KF0952  PID         -  KF0952
 KF0952  STATE/COUNTY-  KS/JEWELL
 KF0952  USGS QUAD   -  COURTLAND (1969)
 KF0952
 KF0952                         *CURRENT SURVEY CONTROL
 KF0952  ___________________________________________________________________
 KF0952* NAD 83(1997)-  39 47 03.13482(N)    097 56 07.70844(W)     ADJUSTED  
 KF0952* NAVD 88     -       471.9    (meters)    1548.     (feet)  VERTCON   
 KF0952  ___________________________________________________________________
 KF0952  X           -    -677,645.196 (meters)                     COMP
 KF0952  Y           -  -4,861,414.750 (meters)                     COMP
 KF0952  Z           -   4,059,887.075 (meters)                     COMP
 KF0952  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 KF0952  ELLIP HEIGHT-         445.65  (meters)          (10/02/98) GPS OBS
 KF0952  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 KF0952
 KF0952  HORZ ORDER  -  SECOND
 KF0952  ELLP ORDER  -  FOURTH    CLASS I
 KF0952
 KF0952.The horizontal coordinates were established by classical geodetic methods
 KF0952.and adjusted by the National Geodetic Survey in October 1998..
 KF0952
 KF0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0952
 KF0952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0952
 KF0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0952
 KF0952.The ellipsoidal height was determined by GPS observations
 KF0952.and is referenced to NAD 83.
 KF0952
 KF0952.The geoid height was determined by GEOID03.
 KF0952
 KF0952;                    North         East     Units Scale Factor Converg.
 KF0952;SPC KS N     -   161,070.956   405,527.382   MT  1.00000014   +0 02 27.0
 KF0952;UTM  14      - 4,404,348.331   591,153.926   MT  0.99970229   +0 40 52.4
 KF0952
 KF0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0952!SPC KS N     -   0.99993009  x   1.00000014  =   0.99993023
 KF0952!UTM  14      -   0.99993009  x   0.99970229  =   0.99963240
 KF0952
 KF0952|---------------------------------------------------------------------|
 KF0952| PID    Reference Object                     Distance      Geod. Az  |
 KF0952|                                                           dddmmss.s |
 KF0952| CN9041 COURTLAND RM 1                       12.468 METERS 08512     |
 KF0952| CN9042 COURTLAND RM 2                       27.060 METERS 18053     |
 KF0952| KF0955 FORMOSA MUNICIPAL TANK              APPROX. 4.9 KM 2644310.1 |
 KF0952| CN9040 COURTLAND AZ MK                                    2694328.4 |
 KF0952|---------------------------------------------------------------------|
 KF0952
 KF0952                          SUPERSEDED SURVEY CONTROL
 KF0952
 KF0952  NAD 83(1997)-  39 47 03.13505(N)    097 56 07.70872(W) AD(       ) 2
 KF0952  NAD 83(1986)-  39 47 03.14024(N)    097 56 07.70917(W) AD(       ) 2
 KF0952  NAD 27      -  39 47 03.10800(N)    097 56 06.55100(W) AD(       ) 2
 KF0952  NGVD 29 (02/23/90)  471.7    (m)         1548.     (f) GPS OBS        
 KF0952
 KF0952.Superseded values are not recommended for survey control.
 KF0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0952.See file dsdata.txt to determine how the superseded data were derived.
 KF0952
 KF0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK9115404348(NAD 83)
 KF0952_MARKER: DS = TRIANGULATION STATION DISK
 KF0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0952_SP_SET: CONCRETE POST
 KF0952_STAMPING: COURTLAND 195
 KF0952_MARK LOGO: CGS   
 KF0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0952+STABILITY: SURFACE MOTION
 KF0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0952+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1989
 KF0952
 KF0952  HISTORY     - Date     Condition        Report By
 KF0952  HISTORY     - 1950     MONUMENTED       CGS
 KF0952  HISTORY     - 1950     GOOD             CGS
 KF0952  HISTORY     - 19890405 GOOD             NGS
 KF0952  HISTORY     - 19890623 GOOD             NGS
 KF0952
 KF0952                          STATION DESCRIPTION
 KF0952
 KF0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0952'THE STATION IS LOCATED ABOUT 3 MILES EAST OF FORMOSA, ABOUT 2 MILES
 KF0952'WEST OF COURTLAND, 0.15 MILE WEST OF A CROSSROAD AND THE
 KF0952'REPUBLIC-JEWELL COUNTY LINE.  IT IS SITUATED 40 FEET NORTH FROM
 KF0952'THE CENTER OF U.S. HIGHWAY 36 AND 10 FEET SOUTH OF A TELEPHONE
 KF0952'POLE AND A WITNESS POST.  IT IS STAMPED COURTLAND 1950 AND
 KF0952'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 KF0952'
 KF0952'REFERENCE MARK NO. 1 IS 44 FEET NORTH FROM THE CENTER OF THE
 KF0952'HIGHWAY.  IT IS STAMPED COURTLAND NO 1 1950 AND IS FLUSH WITH
 KF0952'THE SURFACE OF THE GROUND.
 KF0952'
 KF0952'REFERENCE MARK NO. 2 IS 48 FEET SOUTH FROM THE CENTER OF THE
 KF0952'HIGHWAY AND 1 FOOT NORTH OF THE FENCE LINE.  IT IS STAMPED
 KF0952'COURTLAND NO 2 1950 AND PROJECTS 2 INCHES ABOVE THE SURFACE OF
 KF0952'THE GROUND.
 KF0952'
 KF0952'THE AZIMUTH MARK IS LOCATED 44 FEET NORTH FROM THE CENTER OF
 KF0952'THE HIGHWAY, 5 FEET SOUTH OF A TELEPHONE POLE AND 5 FEET SOUTHEAST
 KF0952'OF A WITNESS POST.  IT IS STAMPED COURTLAND 1950 AND PROJECTS
 KF0952'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 KF0952'
 KF0952'TO REACH THE STATION FROM THE POST OFFICE IN COURTLAND, GO NORTH
 KF0952'FOR 0.15 MILE TO U.S. HIGHWAY 36, TURN LEFT AND FOLLOW U.S.
 KF0952'HIGHWAY 36 WEST FOR 2.2 MILES TO THE STATION ON THE RIGHT AS
 KF0952'DESCRIBED.  CONTINUE WEST FOR 0.3 MILE TO THE AZIMUTH MARK ON
 KF0952'THE RIGHT.
 KF0952'
 KF0952'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KF0952
 KF0952                          STATION RECOVERY (1950)
 KF0952
 KF0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KF0952'RECOVERED IN GOOD CONDITION.
 KF0952
 KF0952                          STATION RECOVERY (1989)
 KF0952
 KF0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KF0952'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) WEST OF COURTLAND, ALONG
 KF0952'A PAVED COUNTY ROAD, AT THE TOP OF A GRADE, ALONG THE COUNTY ROAD
 KF0952'RIGHT-OF-WAY, IN THE SOUTHEAST 1/4 OF SECTION 13, T 3 S, R 5 W.
 KF0952'OWNERSHIP--DEPARTMENT OF TRANSPORTATION.
 KF0952'TO REACH THE STATION FROM THE SMALL CITY HALL BULIDING AT THE JUNCTION
 KF0952'OF LIBERTY STREET AND MAIN STREET, IN COURTLAND, GO NORTH ON MAIN
 KF0952'STREET FOR 0.13 KM (0.10 MI) TO A CROSS STREET.  TURN LEFT AND GO WEST
 KF0952'ON GRANT STREET FOR 3.20 KM (2.00 MI) TO A DIRT CROSSROAD
 KF0952'(JEWELL-REPUBLIC COUNTY LINE).  CONTINUE AHEAD FOR 0.22 KM (0.15 MI)
 KF0952'TO HIGH GROUND AND THE STATION ON THE RIGHT.
 KF0952'THE STATION MARK IS SET 52.6 M (172.6 FT) WEST-NORTHWEST OF UTILITY
 KF0952'POLE US 78 SPP 8 435, 40.7 M (133.5 FT) NORTHEAST OF ANOTHER UTILITY
 KF0952'POLE, 19.5 M (64.0 FT) EAST OF A LINE BETWEEN CULTIVATED FIELDS, 12.2
 KF0952'M (40.0 FT) NORTH OF THE ROAD CENTERLINE AND 0.2 M (0.7 FT) WEST OF A
 KF0952'WITNESS POST AND PROJECTS 5 CM ABOVE THE SURFACE.
 KF0952'NOTE=THE TOP OF THE CONCRETE MONUMENT AND STATION MARK DISK IS
 KF0952'CHIPPED, MAKING THE LAST DIGIT OF THE STAMPED DATE ILLEGIBLE.
 KF0952'DESCRIBED BY R.D.BALL.
 KF0952
 KF0952                          STATION RECOVERY (1989)
 KF0952
 KF0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KF0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0953 ***********************************************************************
 KF0953  DESIGNATION -  COURTLAND MUNICIPAL TANK
 KF0953  PID         -  KF0953
 KF0953  STATE/COUNTY-  KS/REPUBLIC
 KF0953  USGS QUAD   -  COURTLAND (1969)
 KF0953
 KF0953                         *CURRENT SURVEY CONTROL
 KF0953  ___________________________________________________________________
 KF0953* NAD 83(1997)-  39 46 53.60815(N)    097 53 33.64892(W)     ADJUSTED  
 KF0953* NAVD 88     -                                                        
 KF0953  ___________________________________________________________________
 KF0953  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 KF0953  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 KF0953
 KF0953  HORZ ORDER  -  THIRD
 KF0953
 KF0953.The horizontal coordinates were established by classical geodetic methods
 KF0953.and adjusted by the National Geodetic Survey in October 1998..
 KF0953
 KF0953
 KF0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0953
 KF0953.The geoid height was determined by GEOID03.
 KF0953
 KF0953;                    North         East     Units Scale Factor Converg.
 KF0953;SPC KS N     -   160,780.615   409,193.578   MT  0.99999971   +0 04 04.4
 KF0953;UTM  14      - 4,404,099.067   594,822.062   MT  0.99971069   +0 42 30.9
 KF0953
 KF0953                          SUPERSEDED SURVEY CONTROL
 KF0953
 KF0953  NAD 83(1997)-  39 46 53.60875(N)    097 53 33.64938(W) AD(       ) 4
 KF0953  NAD 83(1986)-  39 46 53.61338(N)    097 53 33.64857(W) AD(       ) 4
 KF0953  NAD 27      -  39 46 53.56300(N)    097 53 32.48900(W) AD(       ) 3
 KF0953
 KF0953.Superseded values are not recommended for survey control.
 KF0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0953.See file dsdata.txt to determine how the superseded data were derived.
 KF0953
 KF0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK9482204099(NAD 83)
 KF0953_MARKER: 53 = ELEVATED TANK
 KF0953
 KF0953  HISTORY     - Date     Condition        Report By
 KF0953  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0953  HISTORY     - 20050713 GOOD             USPSQD
 KF0953
 KF0953                          STATION DESCRIPTION
 KF0953
 KF0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0953'THE STATION IS LOCATED AT THE SOUTHEAST EDGE OF COURTLAND, 160 FEET
 KF0953'SOUTH OF AN EAST-WEST STREET AND 120 FEET SOUTHEAST OF A FRAME
 KF0953'CHURCH BUILDING.
 KF0953'
 KF0953'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 KF0953'AND HAS AN OVERALL HEIGHT OF 125 FEET.  IT HAS THE LETTERS
 KF0953'COURTLAND PAINTED ON ITS NORTH SIDE.
 KF0953'
 KF0953'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 KF0953
 KF0953                          STATION RECOVERY (2005)
 KF0953
 KF0953'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KF0953'STATION FOUND GOOD. THE EAST-WEST STREET REFERENCED IN THE 1950
 KF0953'DESCRIPTION IS FREEDOM STREET. TANK IS SOUTH OF FREEDOM STREET AT THE
 KF0953'L.L.LARSEN MEMORIAL PARK. REFERENCED CHURCH IS THE COVENANT CHURCH.
 KF0953'TANK HAS AN AQUA ROOF WITH SILVER LEGS AND TANK BOWL. LETTERS
 KF0953'COURTLAND ARE BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0792 ***********************************************************************
 KH0792  DESIGNATION -  COUSINS
 KH0792  PID         -  KH0792
 KH0792  STATE/COUNTY-  KS/THOMAS
 KH0792  USGS QUAD   -  HALFORD (1979)
 KH0792
 KH0792                         *CURRENT SURVEY CONTROL
 KH0792  ___________________________________________________________________
 KH0792* NAD 83(1997)-  39 22 09.55610(N)    100 46 01.09874(W)     ADJUSTED  
 KH0792* NAVD 88     -       899.     (meters)    2949.     (feet)  SCALED    
 KH0792  ___________________________________________________________________
 KH0792  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 KH0792  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 KH0792
 KH0792  HORZ ORDER  -  SECOND
 KH0792
 KH0792.The horizontal coordinates were established by classical geodetic methods
 KH0792.and adjusted by the National Geodetic Survey in October 1998..
 KH0792
 KH0792.The orthometric height was scaled from a topographic map.
 KH0792
 KH0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0792
 KH0792.The geoid height was determined by GEOID03.
 KH0792
 KH0792;                    North         East     Units Scale Factor Converg.
 KH0792;SPC KS N     -   118,649.546   161,605.114   MT  0.99995899   -1 45 02.5
 KH0792;UTM  14      - 4,359,250.889   347,788.639   MT  0.99988526   -1 07 15.7
 KH0792
 KH0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0792!SPC KS N     -   0.99986280  x   0.99995899  =   0.99982180
 KH0792!UTM  14      -   0.99986280  x   0.99988526  =   0.99974808
 KH0792
 KH0792:                Primary Azimuth Mark                     Grid Az
 KH0792:SPC KS N     -  REXFORD MUNICIPAL TANK                   011 25 02.6
 KH0792:UTM  14      -  REXFORD MUNICIPAL TANK                   010 47 15.8
 KH0792
 KH0792|---------------------------------------------------------------------|
 KH0792| PID    Reference Object                     Distance      Geod. Az  |
 KH0792|                                                           dddmmss.s |
 KH0792| KH0777 REXFORD MUNICIPAL TANK              APPROX.11.4 KM 0094000.1 |
 KH0792| CN9043 COUSINS AZ MK                                      1434715.1 |
 KH0792| CN9044 COUSINS RM 1                         38.810 METERS 14759     |
 KH0792| CN9045 COUSINS RM 2                         49.202 METERS 23758     |
 KH0792| KH0788 FOSTER FARMS ELEVATOR               APPROX. 9.8 KM 3340240.4 |
 KH0792|---------------------------------------------------------------------|
 KH0792
 KH0792                          SUPERSEDED SURVEY CONTROL
 KH0792
 KH0792  NAD 83(1986)-  39 22 09.55921(N)    100 46 01.10141(W) AD(       ) 2
 KH0792  NAD 27      -  39 22 09.54600(N)    100 45 59.56700(W) AD(       ) 2
 KH0792
 KH0792.Superseded values are not recommended for survey control.
 KH0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0792.See file dsdata.txt to determine how the superseded data were derived.
 KH0792
 KH0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4778959251(NAD 83)
 KH0792_MARKER: DS = TRIANGULATION STATION DISK
 KH0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0792
 KH0792  HISTORY     - Date     Condition        Report By
 KH0792  HISTORY     - 1950     MONUMENTED       CGS
 KH0792
 KH0792                          STATION DESCRIPTION
 KH0792
 KH0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0792'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST FROM HALFORD,
 KH0792'ABOUT 2-1/2 MILES WEST FROM MENLO, AND IS ON PROPERTY OWNED
 KH0792'BY MR. JOE COUSINS.  IT IS SET IN THE BARN YARD FENCE LINE, 27
 KH0792'FEET WEST FROM THE NORTHWEST CORNER OF A GARAGE.  IT IS
 KH0792'STAMPED COUSINS 1950 AND IS FLUSH WITH THE SURFACE OF THE
 KH0792'GROUND.
 KH0792'
 KH0792'REFERENCE MARK NO. 1 IS SET 1 FOOT NORTH OF THE NORTHWEST
 KH0792'CORNER OF A SMALL BUILDING.  IT IS STAMPED COUSINS NO 1 1950 AND
 KH0792'IS FLUSH WITH THE GROUND.
 KH0792'
 KH0792'REFERENCE MARK NO. 2 IS SET 1 FOOT NORTH FROM THE CENTER OF
 KH0792'A MACHINE SHED.  IT IS STAMPED COUSINS NO 2 1950 AND IS FLUSH
 KH0792'WITH THE GROUND.
 KH0792'
 KH0792'THE AZIMUTH MARK IS LOCATED 37 FEET NORTH FROM THE CENTER OF
 KH0792'U.S. HIGHWAY 24, 1.5 FEET SOUTH OF THE EAST-WEST FENCE LINE, 1.5
 KH0792'FEET EAST FROM A TELEPHONE POLE, AND 1 FOOT WEST OF A WITNESS
 KH0792'POST.  IT IS STAMPED COUSINS 1950 AND PROJECTS 6 INCHES.
 KH0792'
 KH0792'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24
 KH0792'AND STATE ROUTE 23, (AT THE BANK CORNER) IN HOXIE, GO WEST
 KH0792'ON U.S. HIGHWAY 24 FOR 13.9 MILES TO THE AZIMUTH MARK ON THE
 KH0792'RIGHT.  THENCE CONTINUE WEST ON THE HIGHWAY FOR 0.25 MILE TO
 KH0792'A FARM LANE ON THE RIGHT, (THIS LANE HAS A LINE OF TREES
 KH0792'ON ITS EAST SIDE) TURN RIGHT AND GO NORTH FOR 0.3 MILE TO THE
 KH0792'FARM BUILDINGS AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0636 ***********************************************************************
 KG0636  DESIGNATION -  COVERT RESET
 KG0636  PID         -  KG0636
 KG0636  STATE/COUNTY-  KS/OSBORNE
 KG0636  USGS QUAD   -  OSBORNE SW (1978)
 KG0636
 KG0636                         *CURRENT SURVEY CONTROL
 KG0636  ___________________________________________________________________
 KG0636* NAD 83(1997)-  39 21 40.59676(N)    098 42 29.04401(W)     ADJUSTED  
 KG0636* NAVD 88     -       567.     (meters)    1860.     (feet)  SCALED    
 KG0636  ___________________________________________________________________
 KG0636  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 KG0636  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 KG0636
 KG0636  HORZ ORDER  -  SECOND
 KG0636
 KG0636.The horizontal coordinates were established by classical geodetic methods
 KG0636.and adjusted by the National Geodetic Survey in October 1998..
 KG0636
 KG0636.The orthometric height was scaled from a topographic map.
 KG0636
 KG0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0636
 KG0636.The geoid height was determined by GEOID03.
 KG0636
 KG0636;                    North         East     Units Scale Factor Converg.
 KG0636;SPC KS N     -   114,352.631   338,978.921   MT  0.99995871   -0 26 52.8
 KG0636;UTM  14      - 4,356,909.747   525,149.888   MT  0.99960779   +0 11 06.5
 KG0636
 KG0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0636!SPC KS N     -   0.99991512  x   0.99995871  =   0.99987383
 KG0636!UTM  14      -   0.99991512  x   0.99960779  =   0.99952294
 KG0636
 KG0636:                Primary Azimuth Mark                     Grid Az
 KG0636:SPC KS N     -  OSBORNE WEST MUNICIPAL TANK              003 51 51.8
 KG0636:UTM  14      -  OSBORNE WEST MUNICIPAL TANK              003 13 52.5
 KG0636
 KG0636|---------------------------------------------------------------------|
 KG0636| PID    Reference Object                     Distance      Geod. Az  |
 KG0636|                                                           dddmmss.s |
 KG0636| KG0638 OSBORNE WEST MUNICIPAL TANK         APPROX. 8.7 KM 0032459.0 |
 KG0636| KG0637 OSBORNE CO CTHSE CLOCK TOWER        APPROX. 8.5 KM 0035253.1 |
 KG0636| KG0639 OSBORNE EAST MUNICIPAL TANK         APPROX. 8.7 KM 0071623.7 |
 KG0636| CN9046 COVERT AZ MK                                       0513158.2 |
 KG0636| CN9048 COVERT RM 2                          20.425 METERS 11007     |
 KG0636| CN9047 COVERT RM 1                          30.329 METERS 20318     |
 KG0636|---------------------------------------------------------------------|
 KG0636
 KG0636                          SUPERSEDED SURVEY CONTROL
 KG0636
 KG0636  NAD 83(1986)-  39 21 40.60461(N)    098 42 29.04485(W) AD(       ) 2
 KG0636  NAD 27      -  39 21 40.56800(N)    098 42 27.78000(W) AD(       ) 2
 KG0636
 KG0636.Superseded values are not recommended for survey control.
 KG0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0636.See file dsdata.txt to determine how the superseded data were derived.
 KG0636
 KG0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2515056910(NAD 83)
 KG0636_MARKER: V = STONE MONUMENT
 KG0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0636
 KG0636  HISTORY     - Date     Condition        Report By
 KG0636  HISTORY     - 1897     MONUMENTED       CGS
 KG0636  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KG0636  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KG0636  HISTORY     - 1950     GOOD             CGS
 KG0636
 KG0636                          STATION DESCRIPTION
 KG0636
 KG0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (FDG)
 KG0636'NEAR THE SOUTH END OF A PROMINENT RANGE OF HILLS ABOUT 5
 KG0636'MILES SOUTH AND 0.7 MILE WEST OF OSBORNE IN THE NW. 1/4 SEC.
 KG0636'18, T. 8 S., R. 12 W.  THE SURFACE MARK IS A ROUGH STONE POST
 KG0636'MARKED WITH A CROSS AND THE LETTERS U.S.C.S.  THE UNDERGROUND
 KG0636'MARK IS A JUG TOP.
 KG0636
 KG0636                          STATION RECOVERY (1934)
 KG0636
 KG0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KG0636'IN THE NORTHWEST QUARTER OF SEC. 18, T. 8 S., R. 12 W.,
 KG0636'ABOUT 5-1/4 MILES SOUTH AND 3/4 MILE WEST OF THE INTERSECTION
 KG0636'OF FIRST AND MAIN STREETS, IN OSBORNE, ON A HIGH HILL ABOUT
 KG0636'300 YARDS NORTH OF THE BREAK AT THE SOUTH END OF A PROMINENT
 KG0636'RIDGE, ABOUT 43 YARDS EAST OF THE BREAK OF A DEEP RAVINE,
 KG0636'ABOUT 35 YARDS SOUTH OF THE HEAD OF A PRONG OF THE SAME
 KG0636'RAVINE.  NO SURFACE STONE CONTAINING THE LETTERS U.S.C.S. COULD
 KG0636'BE FOUND.  TWO SLIGHT DEPRESSIONS IN GROUND HERE.  A PIT 2-1/2
 KG0636'FEET DEEP WAS DUG TO SOLID ROCK, BUT NOTHING WAS FOUND.
 KG0636'ANOTHER HOLE 6 FEET EAST AND ABOUT 18 INCHES NORTH, AND
 KG0636'ABOUT 10 INCHES DEEP, WAS OPENED, AND THE TOP OR MOUTH OF A
 KG0636'JUG ABOUT 1-1/2 INCHES IN DIAMETER WAS FOUND.  THE
 KG0636'RECOVERY PARTY COVERED IT WITH ABOUT 2 INCHES OF
 KG0636'EARTH, AND PLACED A WEDGE-SHAPED STONE, EDGE UP, OVER
 KG0636'IT.  THE HEAD OF THE WEDGE IS 8-BY 10 INCHES, AND IS 10
 KG0636'INCHES LONG.  THE TOP IS ABOUT 5 INCHES ABOVE THE
 KG0636'SURFACE.
 KG0636
 KG0636                          STATION RECOVERY (1935)
 KG0636
 KG0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 KG0636'THE STATION WAS RECOVERED, AS DESCRIBED.  THE SURFACE MARK
 KG0636'HAD BEEN REMOVED, BUT THE UNDERGROUND MARK, A JUG WAS
 KG0636'RECOVERED.
 KG0636'
 KG0636'ABOUT 5 MILES SOUTH AND 0.7 MILE WEST OF OSBORNE, IN THE
 KG0636'NORTHWEST QUARTER OF SEC. 18, T. 8 S., R. 12 W.
 KG0636'
 KG0636'THE STATION WAS RE-MARKED, AS FOLLOWS- A STANDARD STATION
 KG0636'TABLET WAS SET IN MOUTH OF THE JUG AFTER IT WAS FILLED WITH
 KG0636'CONCRETE, CONCRETE WAS THEN PILED UP AROUND THE TOP OF JUG,
 KG0636'AND AROUND THE SIDES.  A LAYER OF SAND WAS THEN PLACED OVER
 KG0636'THE UNDERGROUND MARK.  THE TOP OF THE UNDERGROUND MARK IS 10
 KG0636'INCHES BELOW GROUND SURFACE.  THE SURFACE MARK WAS REPLACED, AS
 KG0636'FOLLOWS- A STANDARD STATION MARK TABLET WAS SET IN A
 KG0636'14- BY 14- BY 6-INCH PIER WITH TOP JUST BELOW GROUND SURFACE.
 KG0636'IT WAS COVERED UP WITH DIRT.
 KG0636'
 KG0636'TO REACH FROM OSBORNE, GO SOUTH ON STATE HIGHWAY 8 FOR ABOUT 5
 KG0636'MILES TO A PROMINENT RANGE OF HILLS TO THE WEST, JUST BEYOND A
 KG0636'FARM HOUSE ON RIGHT NEAR THE TOP OF RIDGE ON STATE HIGHWAY 8,
 KG0636'LEAVE THE HIGHWAY AT A GATE IN FIELD AND CROSS PASTURE IN A
 KG0636'SOUTHWEST DIRECTION FOR ABOUT 0.7 MILE.  STATION IS ON THE
 KG0636'HIGHEST KNOB, WITH ONE VERY NEAR THE SAME HEIGHT SOUTH AND
 KG0636'NORTH.
 KG0636'
 KG0636'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KG0636'DISKS SET IN CONCRETE AS DESCRIBED.
 KG0636'ALL MARKS ARE STAMPED WITH NAME AND DATE.
 KG0636'
 KG0636'REFERENCE MARK NO. 1 IS 33 FEET NORTH OF AN EAST-WEST ROAD.
 KG0636'
 KG0636'REFERENCE MARK NO. 2 IS JUST WEST OF A BUNCH OF BUSHES,
 KG0636'37.495 METERS (123.02 FEET) FROM REFERENCE MARK NO. 1 IN
 KG0636'AZIMUTH 56 DEG 14 MIN.
 KG0636'
 KG0636'BEARINGS AND DISTANCES TO CERTAIN POINTS ARE- TO TRIANGULATION
 KG0636'STATION DIAL, S 23 DEG 17 MIN W, TO BRISTOW CHURCH SPIRE,
 KG0636'S 71 DEG 14 MIN W, TO DISTRICT SCHOOL NO. 1 STEEPLE,
 KG0636'N 59 DEG 40 MIN W, TO REFERENCE MARK NO. 2, S 69 DEG 55 MIN E
 KG0636'20.43 METERS (67.05 FEET), TO REFERENCE MARK NO. 1,
 KG0636'S 23 DEG 17 W, 30.325 METERS (99.51 FEET).
 KG0636
 KG0636                          STATION RECOVERY (1950)
 KG0636
 KG0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0636'THE SURFACE AND UNDERGROUND STATION MARKS, REFERENCE MARK
 KG0636'NO. 1 AND REFERENCE MARK NO. 2 WERE FOUND AS DESCRIBED AND ARE
 KG0636'IN EXCELLENT CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED.
 KG0636'
 KG0636'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KG0636'
 KG0636'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF OSBORNE
 KG0636'AND 0.6 MILE WEST OF U.S. HIGHWAY 281 NEAR THE SOUTH END OF A
 KG0636'HIGH PROMINENT RIDGE ON LAND OWNED BY MR. ROY WILSON
 KG0636'OF OSBORNE.  IT IS ABOUT 300 YARDS NORTH OF THE BREAK AT THE SOUTH
 KG0636'END OF THE RIDGE AND 3.0 FEET SOUTHEAST OF A WITNESS POST.
 KG0636'IT IS 3 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED
 KG0636'COVERT 1897.
 KG0636'
 KG0636'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION,
 KG0636'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 KG0636'COVERT NO 1 1897.
 KG0636'
 KG0636'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE
 KG0636'STATION, NEAR THE WEST EDGE OF A LARGE BUSH, IS SET FLUSH
 KG0636'WITH THE SURFACE OF THE GROUND AND IS STAMPED COVERT NO 2
 KG0636'1897.
 KG0636'
 KG0636'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KG0636'NO. 2 IS 123.02 FEET.
 KG0636'
 KG0636'THE AZIMUTH MARK IS LOCATED ALONG THE RIGHT-OF-WAY OF U.S.
 KG0636'HIGHWAY NO. 281, ABOUT 0.05 MILE NORTH-NORTHEAST OF AN ABANDONED
 KG0636'HOUSE, 75.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 281,
 KG0636'AND 2.0 FEET NORTH OF A WITNESS POST, AND 1.5 FEET EAST OF
 KG0636'A FENCE AND 1.5 FEET SOUTH OF A TELEPHONE POLE.  IT PROJECTS
 KG0636'6 INCHES AND IS STAMPED COVERT 1950.
 KG0636'
 KG0636'TO REACH THE STATION FROM THE STOP LIGHT AT THE INTERSECTION
 KG0636'OF THE MAIN STREET AND U.S. HIGHWAY 281 IN OSBORNE, GO
 KG0636'SOUTH ON U.S. HIGHWAY 281 FOR 5.05 MILES TO A POINT
 KG0636'ABOUT 0.05 MILE NORTH OF AN ABANDONED HOUSE AND THE AZIMUTH
 KG0636'MARK ON THE RIGHT AS DESCRIBED, CONTINUE SOUTH ON U.S. HIGHWAY
 KG0636'NO.  281 FOR 2.25 MILE TO A WIRE GATE ON THE RIGHT, TURN RIGHT AND
 KG0636'GO WEST THROUGH WIRE GATE FOR 0.1 MILE TO A WIRE GATE, PASS
 KG0636'THROUGH WIRE GATE AND CONTINUE WEST FOR 0.1 MILE TO A WIRE
 KG0636'GATE ON LEFT JUST SOUTH OF A SMALL CORRAL AND LOADING CHUTE,
 KG0636'TURN LEFT THROUGH WIRE GATE AND GO SOUTH ON A TRACK ROAD
 KG0636'FOR 0.25 MILE, HERE LEAVE TRACK ROAD AND GO WESTERLY ACROSS
 KG0636'PASTURE FOR 0.4 MILE TO THE TOP OF A NORTH-SOUTH RIDGE
 KG0636'AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1002 ***********************************************************************
 HE1002  DESIGNATION -  COW
 HE1002  PID         -  HE1002
 HE1002  STATE/COUNTY-  KS/CHEROKEE
 HE1002  USGS QUAD   -  KIRKWOOD (1978)
 HE1002
 HE1002                         *CURRENT SURVEY CONTROL
 HE1002  ___________________________________________________________________
 HE1002* NAD 83(1997)-  37 16 23.80921(N)    094 42 18.40352(W)     ADJUSTED  
 HE1002* NAVD 88     -       276.6    (meters)     907.     (feet)  VERTCON   
 HE1002  ___________________________________________________________________
 HE1002  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 HE1002  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 HE1002
 HE1002  HORZ ORDER  -  SECOND
 HE1002
 HE1002.The horizontal coordinates were established by classical geodetic methods
 HE1002.and adjusted by the National Geodetic Survey in October 1998..
 HE1002
 HE1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1002
 HE1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1002
 HE1002.The geoid height was determined by GEOID03.
 HE1002
 HE1002;                    North         East     Units Scale Factor Converg.
 HE1002;SPC KS S     -   474,174.093   736,483.227   MT  0.99999871   +2 19 55.4
 HE1002;UTM  15      - 4,126,551.499   348,824.512   MT  0.99988153   -1 01 58.2
 HE1002
 HE1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1002!SPC KS S     -   0.99996133  x   0.99999871  =   0.99996004
 HE1002!UTM  15      -   0.99996133  x   0.99988153  =   0.99984286
 HE1002
 HE1002|---------------------------------------------------------------------|
 HE1002| PID    Reference Object                     Distance      Geod. Az  |
 HE1002|                                                           dddmmss.s |
 HE1002| CN6692 COW RM 2                             13.595 METERS 00511     |
 HE1002| CN6691 COW RM 1                             13.215 METERS 08942     |
 HE1002| HE1071 TV STATION KOAM WEST MAST           APPROX. 5.8 KM 1815011.4 |
 HE1002|---------------------------------------------------------------------|
 HE1002
 HE1002                          SUPERSEDED SURVEY CONTROL
 HE1002
 HE1002  NAD 83(1997)-  37 16 23.81551(N)    094 42 18.40460(W) AD(       ) 2
 HE1002  NAD 83(1986)-  37 16 23.82237(N)    094 42 18.39766(W) AD(       ) 2
 HE1002  NAD 27      -  37 16 23.62486(N)    094 42 17.55202(W) AD(       ) 2
 HE1002  NGVD 29 (07/19/86)  276.5    (m)          907.     (f) VERT ANG       
 HE1002
 HE1002.Superseded values are not recommended for survey control.
 HE1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1002.See file dsdata.txt to determine how the superseded data were derived.
 HE1002
 HE1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4882526551(NAD 83)
 HE1002_MARKER: DS = TRIANGULATION STATION DISK
 HE1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1002
 HE1002  HISTORY     - Date     Condition        Report By
 HE1002  HISTORY     - 1966     MONUMENTED       CGS
 HE1002
 HE1002                          STATION DESCRIPTION
 HE1002
 HE1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1002'THE STATION IS LOCATED 9-1/2 MILES SOUTH OF PITTSBURG, 7-1/2
 HE1002'MILES EAST OF SCAMMON, 4-3/4 MILES WEST OF THE KANSAS-MISSOURI
 HE1002'STATE LINE AND 4-1/2 MILES SOUTHEAST OF WEIR ON THE EAST
 HE1002'RIGHT-OF-WAY OF U.S. HIGHWAY 69.
 HE1002'
 HE1002'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HE1002'69 AND 160 AND STATE HIGHWAY 57, ABOUT 5 MILES SOUTH OF
 HE1002'PITTSBURG, GO SOUTH ON U.S. HIGHWAY 69 FOR 4.5 MILES TO THE
 HE1002'TOP OF A GRADE AND THE STATION ON THE LEFT.
 HE1002'
 HE1002'THE STATION MARK IS A STANDARD DISK, STAMPED COW 1966, SET
 HE1002'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1002'THAT IS FLUSH WITH THE GROUND.  IT IS 54 FEET EAST OF THE
 HE1002'CENTERLINE OF U.S. HIGHWAY 69, 44.6 FEET SOUTH OF A POWERLINE
 HE1002'POLE AND 10.4 FEET WEST OF A SIGN ADVERTISING TOWN TALK BREAD.
 HE1002'
 HE1002'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COW NO 1 1966,
 HE1002'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1002'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 32.9 FEET
 HE1002'EAST OF THE SIGN, 0.9 FEET SOUTH OF AN EAST-WEST FENCE AND
 HE1002'AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE1002'
 HE1002'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COW NO 2 1966,
 HE1002'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1002'THAT IS FLUSH WITH THE GROUND.  IT IS 59 FEET EAST OF THE
 HE1002'CENTERLINE OF U.S. HIGHWAY 69, 2.2 FEET WEST OF A POWERLINE
 HE1002'POLE, 2.2 FEET SOUTH-SOUTHWEST OF A WITNESS POST, 1.6 FEET WEST
 HE1002'OF A NORTH-SOUTH FENCE AND AT ABOUT THE SAME ELEVATION
 HE1002'AS THE STATION.
 HE1002'
 HE1002'NO AZIMUTH MARK ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0943 ***********************************************************************
 HG0943  DESIGNATION -  COX
 HG0943  PID         -  HG0943
 HG0943  STATE/COUNTY-  KS/COMANCHE
 HG0943  USGS QUAD   -  PROTECTION (1980)
 HG0943
 HG0943                         *CURRENT SURVEY CONTROL
 HG0943  ___________________________________________________________________
 HG0943* NAD 83(1997)-  37 11 36.02506(N)    099 23 04.79681(W)     ADJUSTED  
 HG0943* NAVD 88     -       602.     (meters)    1975.     (feet)  SCALED    
 HG0943  ___________________________________________________________________
 HG0943  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 HG0943  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 HG0943
 HG0943  HORZ ORDER  -  THIRD
 HG0943
 HG0943.The horizontal coordinates were established by classical geodetic methods
 HG0943.and adjusted by the National Geodetic Survey in October 1998..
 HG0943
 HG0943.The orthometric height was scaled from a topographic map.
 HG0943
 HG0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0943
 HG0943.The geoid height was determined by GEOID03.
 HG0943
 HG0943;                    North         East     Units Scale Factor Converg.
 HG0943;SPC KS S     -   458,826.018   321,454.230   MT  1.00001522   -0 32 37.1
 HG0943;UTM  14      - 4,116,389.865   465,860.735   MT  0.99961436   -0 13 57.1
 HG0943
 HG0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0943!SPC KS S     -   0.99990983  x   1.00001522  =   0.99992505
 HG0943!UTM  14      -   0.99990983  x   0.99961436  =   0.99952423
 HG0943
 HG0943|---------------------------------------------------------------------|
 HG0943| PID    Reference Object                     Distance      Geod. Az  |
 HG0943|                                                           dddmmss.s |
 HG0943| CK8426 COX RM 1                             14.835 METERS 03612     |
 HG0943| CK8427 COX RM 2                             13.246 METERS 11246     |
 HG0943| CK8425 COX AZ MK                                          1415822.5 |
 HG0943|---------------------------------------------------------------------|
 HG0943
 HG0943                          SUPERSEDED SURVEY CONTROL
 HG0943
 HG0943  NAD 83(1997)-  37 11 36.03124(N)    099 23 04.79714(W) AD(       ) 3
 HG0943  NAD 83(1986)-  37 11 36.02621(N)    099 23 04.79115(W) AD(       ) 3
 HG0943  NAD 27      -  37 11 35.93356(N)    099 23 03.37140(W) AD(       ) 3
 HG0943
 HG0943.Superseded values are not recommended for survey control.
 HG0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0943.See file dsdata.txt to determine how the superseded data were derived.
 HG0943
 HG0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6586116390(NAD 83)
 HG0943_MARKER: DS = TRIANGULATION STATION DISK
 HG0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0943
 HG0943  HISTORY     - Date     Condition        Report By
 HG0943  HISTORY     - 1964     MONUMENTED       CGS
 HG0943
 HG0943                          STATION DESCRIPTION
 HG0943
 HG0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0943'THE STATION IS 5-1/2 MILES SOUTHWEST OF COLDWATER, 5 MILES EAST OF
 HG0943'PROTECTION, ON A HIGH ROUND BALD KNOLL ON THE NORTH SIDE OF US
 HG0943'HIGHWAYS 183 AND 160, AND IN THE SOUTHEAST QUARTER OF SECTION 4, T
 HG0943'33 S, R 19 W, AND ON PROPERTY OWNED BY MR. COX.
 HG0943'
 HG0943'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 183 AND 160 AND
 HG0943'STATE HIGHWAY 34, IN THE SOUTHEAST EDGE OF PROTECTION, GO EAST ON
 HG0943'HIGHWAY 183 AND 160 FOR 5.55 MILES TO THE TOP OF THE HILL AND THE
 HG0943'STATION ON THE LEFT, NORTH OF THE HIGHWAY.
 HG0943'
 HG0943'STATION MARKS ARE STANDARD DISKS STAMPED COX 1964.  THE SURFACE DISK
 HG0943'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG0943'GROUND.  IT IS 102 FEET NORTHWEST OF A POWER POLE.  THE UNDERGROUND
 HG0943'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 HG0943'SURFACE OF THE GROUND.
 HG0943'
 HG0943'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COX NO 1 1964, IS SET
 HG0943'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 127 FEET
 HG0943'NORTH OF THE POWER POLE.
 HG0943'
 HG0943'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COX NO 2 1964, IS SET
 HG0943'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 70 FEET
 HG0943'NORTH OF THE POWER POLE.
 HG0943'
 HG0943'AZIMUTH MARK, A STANDARD DISK STAMPED COX 1964, IS SET IN A SQUARE
 HG0943'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 22 FEET WEST OF THE
 HG0943'CENTER OF A SAND ROAD, 2 FEET SOUTH OF A METAL WITNESS POST AND 1
 HG0943'FOOT NORTH OF A TELEPHONE POLE.
 HG0943'
 HG0943'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAYS 183
 HG0943'AND 160 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A
 HG0943'SAND ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT, WEST OF
 HG0943'THE SAND ROAD.
 HG0943'
 HG0943'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0939 ***********************************************************************
 JG0939  DESIGNATION -  CRACK
 JG0939  PID         -  JG0939
 JG0939  STATE/COUNTY-  KS/RUSH
 JG0939  USGS QUAD   -  MC CRACKEN NE (1980)
 JG0939
 JG0939                         *CURRENT SURVEY CONTROL
 JG0939  ___________________________________________________________________
 JG0939* NAD 83(1997)-  38 38 24.58393(N)    099 31 50.74127(W)     ADJUSTED  
 JG0939* NAVD 88     -       656.2    (meters)    2153.     (feet)  VERTCON   
 JG0939  ___________________________________________________________________
 JG0939  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JG0939  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0939
 JG0939  HORZ ORDER  -  THIRD
 JG0939  VERT ORDER  -  THIRD ? (See Below)
 JG0939
 JG0939.The horizontal coordinates were established by classical geodetic methods
 JG0939.and adjusted by the National Geodetic Survey in October 1998..
 JG0939
 JG0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0939.The vertical order pertains to the NGVD 29 superseded value.
 JG0939
 JG0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0939
 JG0939.The geoid height was determined by GEOID03.
 JG0939
 JG0939;                    North         East     Units Scale Factor Converg.
 JG0939;SPC KS S     -   619,533.280   310,258.791   MT  1.00001536   -0 38 00.4
 JG0939;SPC KS N     -    35,187.754   266,731.197   MT  1.00001323   -0 58 06.7
 JG0939;UTM  14      - 4,276,979.827   453,808.408   MT  0.99962627   -0 19 53.1
 JG0939
 JG0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0939!SPC KS S     -   0.99990113  x   1.00001536  =   0.99991649
 JG0939!SPC KS N     -   0.99990113  x   1.00001323  =   0.99991436
 JG0939!UTM  14      -   0.99990113  x   0.99962627  =   0.99952744
 JG0939
 JG0939:                Primary Azimuth Mark                     Grid Az
 JG0939:SPC KS S     -  MCCRACKEN RUSH COUNTY ELEV               208 40 36.5
 JG0939:SPC KS N     -  MCCRACKEN RUSH COUNTY ELEV               209 00 42.8
 JG0939:UTM  14      -  MCCRACKEN RUSH COUNTY ELEV               208 22 29.2
 JG0939
 JG0939|---------------------------------------------------------------------|
 JG0939| PID    Reference Object                     Distance      Geod. Az  |
 JG0939|                                                           dddmmss.s |
 JG0939| JG0942 MCCRACKEN RUSH COUNTY ELEV          APPROX. 7.1 KM 2080236.1 |
 JG0939| JG0943 MCCRACKEN COOP ELEVATOR             APPROX. 7.3 KM 2105822.9 |
 JG0939| CK8432 CRACK RM 1                           14.154 METERS 26404     |
 JG0939| CK8431 CRACK AZ MK                                        2715651.8 |
 JG0939| CK8433 CRACK RM 2                           25.700 METERS 33513     |
 JG0939|---------------------------------------------------------------------|
 JG0939
 JG0939                          SUPERSEDED SURVEY CONTROL
 JG0939
 JG0939  NAD 83(1986)-  38 38 24.59374(N)    099 31 50.74033(W) AD(       ) 3
 JG0939  NAD 27      -  38 38 24.54391(N)    099 31 49.33877(W) AD(       ) 3
 JG0939  NGVD 29 (07/19/86)  655.9    (m)         2152.     (f) LEVELING    3  
 JG0939
 JG0939.Superseded values are not recommended for survey control.
 JG0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0939.See file dsdata.txt to determine how the superseded data were derived.
 JG0939
 JG0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH5380876980(NAD 83)
 JG0939_MARKER: DS = TRIANGULATION STATION DISK
 JG0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0939
 JG0939  HISTORY     - Date     Condition        Report By
 JG0939  HISTORY     - 1964     MONUMENTED       CGS
 JG0939
 JG0939                          STATION DESCRIPTION
 JG0939
 JG0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0939'THE STATION IS 7 MILES NORTHWEST OF HARGRAVE, 5 MILES NORTHEAST OF
 JG0939'MC CRACKEN, IN THE NORTHWEST QUARTER OF SECTION 27, T 16 S, R 20 W.
 JG0939'AND ON THE SOUTH RIGHT-OF-WAY OF RUSH COUNTY ROAD 587.
 JG0939'
 JG0939'TO REACH THE STATION FROM THE RAILROAD CROSSING, ONE BLOCK EAST OF
 JG0939'THE RAILWAY DEPOT IN MC CRACKEN, GO NORTH ON STATE HIGHWAY 4 FOR 3.65
 JG0939'MILES TO WHERE HIGHWAY 4 CURVES TO THE WEST AND A BLACK TOP ROAD
 JG0939'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE BLACK TOP ROAD FOR
 JG0939'0.3 MILE TO A Y-ROAD FORK.  BEAR RIGHT AND GO EAST ON RUSH
 JG0939'COUNTY ROAD 587 FOR 1.65 MILES TO THE AZIMUTH MARK ON THE LEFT,
 JG0939'NORTH OF THE ROAD.  CONTINUE EAST ON COUNTY ROAD 587 FOR 0.5
 JG0939'MILE TO A CROSSROAD AND THE STATION IN THE SOUTHEAST ANGLE OF THE
 JG0939'CROSSROAD.
 JG0939'
 JG0939'STATION MARKS ARE STANDARD DISKS STAMPED CRACK 1964.  THE SURFACE
 JG0939'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JG0939'GROUND.  IT IS 35 FEET SOUTH OF THE CENTER OF COUNTY ROAD 587 AND
 JG0939'13 FEET EAST OF THE CENTER OF THE DIRT ROAD.  THE UNDERGROUND DISK
 JG0939'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 JG0939'SURFACE OF THE GROUND.
 JG0939'
 JG0939'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CRACK NO 1 1964, IS
 JG0939'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 41
 JG0939'FEET SOUTH OF THE CENTER OF COUNTY ROAD 587, 33 FEET WEST OF THE
 JG0939'CENTER OF THE DIRT ROAD, AND 2 FEET EAST OF A POWER POLE.
 JG0939'
 JG0939'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRACK NO 2 1964, IS
 JG0939'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 42
 JG0939'FEET NORTH OF THE CENTER OF THE COUNTY ROAD 587, 20 FEET WEST OF A
 JG0939'DIRT ROAD, AND 1.5 FEET NORTHEAST OF A CORNER FENCE POST.
 JG0939'
 JG0939'AZIMUTH MARK, A STANDARD DISK STAMPED CRACK 1964, IS SET IN A SQUARE
 JG0939'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 34 FEET NORTH OF THE
 JG0939'CENTER OF THE COUNTY ROAD 587, 2.6 FEET EAST OF A METAL WITNESS
 JG0939'POST, AND 2 FEET EAST OF A TELEPHONE POLE.
 JG0939'
 JG0939'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0742 ***********************************************************************
 HE0742  DESIGNATION -  CRAIN
 HE0742  PID         -  HE0742
 HE0742  STATE/COUNTY-  KS/CHEROKEE
 HE0742  USGS QUAD   -  OSWEGO (1974)
 HE0742
 HE0742                         *CURRENT SURVEY CONTROL
 HE0742  ___________________________________________________________________
 HE0742* NAD 83(1997)-  37 07 41.66666(N)    095 00 49.16078(W)     ADJUSTED  
 HE0742* NAVD 88     -       253.4    (meters)     831.     (feet)  VERTCON   
 HE0742  ___________________________________________________________________
 HE0742  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HE0742  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HE0742
 HE0742  HORZ ORDER  -  SECOND
 HE0742
 HE0742.The horizontal coordinates were established by classical geodetic methods
 HE0742.and adjusted by the National Geodetic Survey in October 1998..
 HE0742
 HE0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0742
 HE0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0742
 HE0742.The geoid height was determined by GEOID03.
 HE0742
 HE0742;                    North         East     Units Scale Factor Converg.
 HE0742;SPC KS S     -   457,020.145   709,740.517   MT  1.00003009   +2 08 32.8
 HE0742;UTM  15      - 4,110,996.427   321,124.086   MT  0.99999417   -1 12 56.8
 HE0742
 HE0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0742!SPC KS S     -   0.99996491  x   1.00003009  =   0.99999500
 HE0742!UTM  15      -   0.99996491  x   0.99999417  =   0.99995908
 HE0742
 HE0742:                Primary Azimuth Mark                     Grid Az
 HE0742:SPC KS S     -  CRAIN AZ MK                              048 05 40.4
 HE0742:UTM  15      -  CRAIN AZ MK                              051 27 10.0
 HE0742
 HE0742|---------------------------------------------------------------------|
 HE0742| PID    Reference Object                     Distance      Geod. Az  |
 HE0742|                                                           dddmmss.s |
 HE0742| CL4978 CRAIN AZ MK                                        0501413.2 |
 HE0742| CL4979 CRAIN RM 1                           17.502 METERS 08039     |
 HE0742| HE0740 OSWEGO MUNICIPAL TANK               APPROX. 9.4 KM 2965459.3 |
 HE0742| CL4980 CRAIN RM 2                           18.679 METERS 34145     |
 HE0742|---------------------------------------------------------------------|
 HE0742
 HE0742                          SUPERSEDED SURVEY CONTROL
 HE0742
 HE0742  NAD 83(1997)-  37 07 41.67114(N)    095 00 49.16165(W) AD(       ) 2
 HE0742  NAD 83(1986)-  37 07 41.68192(N)    095 00 49.15150(W) AD(       ) 2
 HE0742  NAD 27      -  37 07 41.44836(N)    095 00 48.29764(W) AD(       ) 2
 HE0742  NGVD 29 (07/19/86)  253.3    (m)          831.     (f) VERT ANG       
 HE0742
 HE0742.Superseded values are not recommended for survey control.
 HE0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0742.See file dsdata.txt to determine how the superseded data were derived.
 HE0742
 HE0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2112410996(NAD 83)
 HE0742_MARKER: DS = TRIANGULATION STATION DISK
 HE0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0742_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0742
 HE0742  HISTORY     - Date     Condition        Report By
 HE0742  HISTORY     - 1966     MONUMENTED       CGS
 HE0742
 HE0742                          STATION DESCRIPTION
 HE0742
 HE0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0742'THE STATION IS 8 MILES NORTH-NORTHEAST OF CHETOPA, 5-1/2
 HE0742'MILES EAST-SOUTHEAST OF OSWEGO, 3-1/2 MILES SOUTH-SOUTHWEST
 HE0742'OF HALLOWELL, ON PROPERTY OWNED BY MR. WILLIAM CRAIN.
 HE0742'
 HE0742'TO REACH THE STATION FROM A CROSSROAD ON STATE HIGHWAY 96,
 HE0742'JUST EAST OF ANGELOS STORE AND AT THE NORTHEAST EDGE OF
 HE0742'HALLOWELL, GO SOUTH FOR 2.95 MILES TO A CROSSROAD, TURN
 HE0742'RIGHT AND GO WEST FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 HE0742'LEFT.  CONTINUE WEST FOR 0.65 MILE TO A CROSSROAD, TURN
 HE0742'LEFT AND GO SOUTH FOR 0.45 MILE TO MR. CRAINS HOUSE AND THE
 HE0742'STATION ON THE RIGHT.
 HE0742'
 HE0742'THE STATION MARK IS A STANDARD DISK, STAMPED CRAIN 1966,
 HE0742'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0742'THAT IS FLUSH WITH THE GROUND.  IT IS 45 FEET SOUTH OF THE
 HE0742'CENTERLINE OF THE SOUTH ONE OF TWO DRIVEWAYS, 24 FEET WEST
 HE0742'OF THE CENTERLINE OF A NORTH-SOUTH ROAD AND 20.5 FEET
 HE0742'NORTH-NORTHWEST OF THE NORTHEAST CORNER POST OF THE BARNYARD FENCE.
 HE0742'
 HE0742'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRAIN NO 1 1966,
 HE0742'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0742'THAT PROJECTS 4 INCHES.  IT IS 23 FEET EAST OF THE CENTERLINE
 HE0742'OF THE NORTH-SOUTH ROAD, 1.9 FEET SOUTH OF A POWER LINE
 HE0742'POLE, 1.5 FEET NORTH OF A WITNESS POST AND AT ABOUT THE
 HE0742'SAME ELEVATION AS THE STATION.
 HE0742'
 HE0742'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRAIN NO 2
 HE0742'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 HE0742'IN DIAMETER, THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT
 HE0742'IS 53 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 HE0742'14 FEET NORTH OF THE CENTERLINE OF THE SOUTH DRIVEWAY, 0.7
 HE0742'FEET SOUTH OF THE FENCE AROUND THE HOUSE AND AT ABOUT THE
 HE0742'SAME ELEVATION AS THE STATION.
 HE0742'
 HE0742'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRAIN 1966,
 HE0742'CEMENTED IN A DRILL HOLE IN THE WEST END OF THE SOUTH HEADWALL
 HE0742'OF A CONCRETE CULVERT.  IT IS 15 FEET NORTH OF A FENCE,
 HE0742'14 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD AND
 HE0742'2.0 FEET EAST OF A WITNESS POST.
 HE0742'
 HE0742'HEIGHT OF LIGHT ABOVE STATION MARK 14.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0237 ***********************************************************************
 HF0237  DESIGNATION -  CRANSTON
 HF0237  PID         -  HF0237
 HF0237  STATE/COUNTY-  KS/COWLEY
 HF0237  USGS QUAD   -  BURDEN (1979)
 HF0237
 HF0237                         *CURRENT SURVEY CONTROL
 HF0237  ___________________________________________________________________
 HF0237* NAD 83(1997)-  37 15 29.83156(N)    096 51 38.98749(W)     ADJUSTED  
 HF0237* NAVD 88     -       398.786  (meters)    1308.35   (feet)  ADJUSTED  
 HF0237  ___________________________________________________________________
 HF0237  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 HF0237  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0237  DYNAMIC HT  -         398.457 (meters)    1307.27  (feet)  COMP
 HF0237  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 HF0237
 HF0237  HORZ ORDER  -  THIRD
 HF0237  VERT ORDER  -  SECOND    CLASS 0
 HF0237
 HF0237.The horizontal coordinates were established by classical geodetic methods
 HF0237.and adjusted by the National Geodetic Survey in October 1998..
 HF0237
 HF0237.The orthometric height was determined by differential leveling
 HF0237.and adjusted by the National Geodetic Survey in June 1991..
 HF0237
 HF0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0237
 HF0237.The geoid height was determined by GEOID03.
 HF0237
 HF0237.The dynamic height is computed by dividing the NAVD 88
 HF0237.geopotential number by the normal gravity value computed on the
 HF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0237.degrees latitude (g = 980.6199 gals.).
 HF0237
 HF0237.The modeled gravity was interpolated from observed gravity values.
 HF0237
 HF0237;                    North         East     Units Scale Factor Converg.
 HF0237;SPC KS S     -   466,939.487   545,403.023   MT  1.00000166   +1 00 26.3
 HF0237;UTM  14      - 4,125,670.066   689,701.088   MT  1.00004331   +1 17 43.7
 HF0237
 HF0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0237!SPC KS S     -   0.99994200  x   1.00000166  =   0.99994366
 HF0237!UTM  14      -   0.99994200  x   1.00004331  =   0.99998531
 HF0237
 HF0237:                Primary Azimuth Mark                     Grid Az
 HF0237:SPC KS S     -  BAILEY                                   106 06 16.4
 HF0237:UTM  14      -  BAILEY                                   105 48 59.0
 HF0237
 HF0237|---------------------------------------------------------------------|
 HF0237| PID    Reference Object                     Distance      Geod. Az  |
 HF0237|                                                           dddmmss.s |
 HF0237| HF0240 BAILEY                              APPROX. 0.5 KM 1070642.7 |
 HF0237| HF0238 CRANSTON RM 1                         9.830 METERS 22130     |
 HF0237| HF0236 CRANSTON RM 2                        11.480 METERS 32852     |
 HF0237|---------------------------------------------------------------------|
 HF0237
 HF0237                          SUPERSEDED SURVEY CONTROL
 HF0237
 HF0237  NAD 83(1997)-  37 15 29.83163(N)    096 51 38.98059(W) AD(       ) 3
 HF0237  NAD 83(1986)-  37 15 29.84351(N)    096 51 38.97906(W) AD(       ) 3
 HF0237  NAD 27      -  37 15 29.75100(N)    096 51 37.85999(W) AD(       ) 3
 HF0237  NGVD 29 (??/??/92)  398.669  (m)         1307.97   (f) ADJ UNCH    2 0
 HF0237
 HF0237.Superseded values are not recommended for survey control.
 HF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0237.See file dsdata.txt to determine how the superseded data were derived.
 HF0237
 HF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8970125670(NAD 83)
 HF0237_MARKER: DS = TRIANGULATION STATION DISK
 HF0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0237_STAMPING: CRANSTON 1962
 HF0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0237+STABILITY: SURFACE MOTION
 HF0237
 HF0237  HISTORY     - Date     Condition        Report By
 HF0237  HISTORY     - 1962     MONUMENTED       CGS
 HF0237  HISTORY     - 1962     GOOD             CGS
 HF0237  HISTORY     - 19990409 GOOD             USPSQD
 HF0237
 HF0237                          STATION DESCRIPTION
 HF0237
 HF0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0237'THE STATION IS APPROXIMATELY 8 MILES EAST OF WINFIELD, 7 MILES
 HF0237'SOUTHWEST OF BURDEN, 1 MILE NORTH OF U.S. HIGHWAY 160 AND
 HF0237'ON PROPERTY OWNED BY MR. RAY CRANSTON.
 HF0237'
 HF0237'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HF0237'160 AND 77, IN WINFIELD, GO EAST ON HIGHWAY 160 FOR 8.0 MILES
 HF0237'TO A RAILROAD CROSSING.  CROSS THE RAILROAD TRACKS AND CONTINUE
 HF0237'EAST FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT, NORTH, ON A GRAVELED
 HF0237'ROAD FOR 0.95 MILE TO THE STATION ON THE RIGHT, ABOUT 115 FEET
 HF0237'BEFORE REACHING A CROSSROAD.
 HF0237'
 HF0237'STATION MARKS ARE STANDARD DISKS STAMPED CRANSTON 1962.  THE
 HF0237'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HF0237'SURFACE OF THE GROUND.  IT IS 117.5 FEET SOUTH OF THE CENTER OF
 HF0237'A GRAVELED ROAD, 67 FEET EAST OF THE CENTER OF THE GRAVELED
 HF0237'ROAD, 39.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 35.5
 HF0237'FEET NORTHEAST OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN
 HF0237'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF
 HF0237'THE GROUND.
 HF0237'
 HF0237'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CRANSTON NO
 HF0237'1 1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 HF0237'INCHES.  IT IS 46 FEET EAST OF THE CENTER OF THE GRAVELED ROAD
 HF0237'AND 4 FEET NORTH OF THE POWER POLE.
 HF0237'
 HF0237'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRANSTON NO 2
 HF0237'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 HF0237'INCHES.  IT IS 86 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 HF0237'60.5 FEET NORTH OF THE POWER POLE, 48 FEET EAST OF THE CENTER
 HF0237'OF THE GRAVELED ROAD AND 2 FEET SOUTH OF THE METAL WITNESS POST.
 HF0237'
 HF0237'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0237
 HF0237                          STATION RECOVERY (1962)
 HF0237
 HF0237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0237'5.3 MI SE FROM NEW SALEM.
 HF0237'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0237'FROM THE STATION AT NEW SALEM, THENCE 3.4 MILES SOUTH ALONG A
 HF0237'DIRT ROAD, 117.5 FEET SOUTH THE CENTER OF A GRAVEL ROAD, 67 FEET
 HF0237'EAST OF THE CENTER OF A GRAVEL ROAD, 39.5 FEET SOUTHEAST OF A
 HF0237'METAL WITNESS POST, 37.7 FEET SOUTHEAST OF R.M. 2, 32.3 FEET
 HF0237'NORTHEAST OF R.M. 1, SET IN TOP OF A SQUARE CONCRETE POST FLUSH
 HF0237'WITH THE GROUND.
 HF0237
 HF0237                          STATION RECOVERY (1999)
 HF0237
 HF0237'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0238 ***********************************************************************
 HF0238  DESIGNATION -  CRANSTON RM 1
 HF0238  PID         -  HF0238
 HF0238  STATE/COUNTY-  KS/COWLEY
 HF0238  USGS QUAD   -  BURDEN (1979)
 HF0238
 HF0238                         *CURRENT SURVEY CONTROL
 HF0238  ___________________________________________________________________
 HF0238* NAD 83(1986)-  37 15 29.     (N)    096 51 38.     (W)     SCALED    
 HF0238* NAVD 88     -       398.766  (meters)    1308.28   (feet)  ADJUSTED  
 HF0238  ___________________________________________________________________
 HF0238  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0238  DYNAMIC HT  -         398.437 (meters)    1307.21  (feet)  COMP
 HF0238  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 HF0238
 HF0238  VERT ORDER  -  SECOND    CLASS 0
 HF0238
 HF0238.The horizontal coordinates were scaled from a topographic map and have
 HF0238.an estimated accuracy of +/- 6 seconds.
 HF0238
 HF0238.The orthometric height was determined by differential leveling
 HF0238.and adjusted by the National Geodetic Survey in June 1991..
 HF0238
 HF0238.The geoid height was determined by GEOID03.
 HF0238
 HF0238.The dynamic height is computed by dividing the NAVD 88
 HF0238.geopotential number by the normal gravity value computed on the
 HF0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0238.degrees latitude (g = 980.6199 gals.).
 HF0238
 HF0238.The modeled gravity was interpolated from observed gravity values.
 HF0238
 HF0238;                    North         East    Units  Estimated Accuracy
 HF0238;SPC KS S     -   466,910.      545,430.      MT  (+/- 180 meters Scaled)
 HF0238
 HF0238                          SUPERSEDED SURVEY CONTROL
 HF0238
 HF0238  NGVD 29 (??/??/92)  398.649  (m)         1307.90   (f) ADJ UNCH    2 0
 HF0238
 HF0238.Superseded values are not recommended for survey control.
 HF0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0238.See file dsdata.txt to determine how the superseded data were derived.
 HF0238
 HF0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG897256(NAD 83)
 HF0238_MARKER: DR = REFERENCE MARK DISK
 HF0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0238_STAMPING: CRANSTON NO 1 1962
 HF0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0238+STABILITY: SURFACE MOTION
 HF0238
 HF0238  HISTORY     - Date     Condition        Report By
 HF0238  HISTORY     - 1962     MONUMENTED       CGS
 HF0238  HISTORY     - 19990409 GOOD             USPSQD
 HF0238
 HF0238                          STATION DESCRIPTION
 HF0238
 HF0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0238'5.3 MI SE FROM NEW SALEM.
 HF0238'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0238'FROM THE STATION AT NEW SALEM, THENCE 3.4 MILES SOUTH ALONG A
 HF0238'DIRT ROAD, 46 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 32.3 FEET
 HF0238'SOUTHWEST OF CRANSTON 1962, 4 FEET NORTH OF A POWER POLE, SET IN
 HF0238'TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 HF0238
 HF0238                          STATION RECOVERY (1999)
 HF0238
 HF0238'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0236 ***********************************************************************
 HF0236  DESIGNATION -  CRANSTON RM 2
 HF0236  PID         -  HF0236
 HF0236  STATE/COUNTY-  KS/COWLEY
 HF0236  USGS QUAD   -  BURDEN (1979)
 HF0236
 HF0236                         *CURRENT SURVEY CONTROL
 HF0236  ___________________________________________________________________
 HF0236* NAD 83(1986)-  37 15 29.     (N)    096 51 38.     (W)     SCALED    
 HF0236* NAVD 88     -       399.043  (meters)    1309.19   (feet)  ADJUSTED  
 HF0236  ___________________________________________________________________
 HF0236  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0236  DYNAMIC HT  -         398.713 (meters)    1308.11  (feet)  COMP
 HF0236  MODELED GRAV-     979,793.0   (mgal)                       NAVD 88
 HF0236
 HF0236  VERT ORDER  -  SECOND    CLASS 0
 HF0236
 HF0236.The horizontal coordinates were scaled from a topographic map and have
 HF0236.an estimated accuracy of +/- 6 seconds.
 HF0236
 HF0236.The orthometric height was determined by differential leveling
 HF0236.and adjusted by the National Geodetic Survey in June 1991..
 HF0236
 HF0236.The geoid height was determined by GEOID03.
 HF0236
 HF0236.The dynamic height is computed by dividing the NAVD 88
 HF0236.geopotential number by the normal gravity value computed on the
 HF0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0236.degrees latitude (g = 980.6199 gals.).
 HF0236
 HF0236.The modeled gravity was interpolated from observed gravity values.
 HF0236
 HF0236;                    North         East    Units  Estimated Accuracy
 HF0236;SPC KS S     -   466,910.      545,430.      MT  (+/- 180 meters Scaled)
 HF0236
 HF0236                          SUPERSEDED SURVEY CONTROL
 HF0236
 HF0236  NGVD 29 (??/??/92)  398.926  (m)         1308.81   (f) ADJ UNCH    2 0
 HF0236
 HF0236.Superseded values are not recommended for survey control.
 HF0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0236.See file dsdata.txt to determine how the superseded data were derived.
 HF0236
 HF0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG897256(NAD 83)
 HF0236_MARKER: DR = REFERENCE MARK DISK
 HF0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0236_STAMPING: CRANSTON NO 2 1962
 HF0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0236+STABILITY: SURFACE MOTION
 HF0236
 HF0236  HISTORY     - Date     Condition        Report By
 HF0236  HISTORY     - 1962     MONUMENTED       CGS
 HF0236
 HF0236                          STATION DESCRIPTION
 HF0236
 HF0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0236'5.3 MI SE FROM NEW SALEM.
 HF0236'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0236'FROM THE STATION AT NEW SALEM, THENCE 3.4 MILES SOUTH ALONG A
 HF0236'DIRT ROAD, 86 FEET OF THE CENTER OF A GRAVEL ROAD, 48 FEET EAST
 HF0236'OF THE CENTER OF A GRAVEL ROAD, 37.7 FEET NORTHWEST OF CRANSTON
 HF0236'1962, 2 FEET SOUTH OF A METAL WITNESS POST, SET IN TOP OF A SQUARE
 HF0236'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1452 ***********************************************************************
 JF1452  DESIGNATION -  CRAWFORD
 JF1452  PID         -  JF1452
 JF1452  STATE/COUNTY-  KS/CHASE
 JF1452  USGS QUAD   -  CEDAR POINT (1989)
 JF1452
 JF1452                         *CURRENT SURVEY CONTROL
 JF1452  ___________________________________________________________________
 JF1452* NAD 83(1997)-  38 17 40.84329(N)    096 45 20.61475(W)     ADJUSTED  
 JF1452* NAVD 88     -       403.     (meters)    1322.     (feet)  SCALED    
 JF1452  ___________________________________________________________________
 JF1452  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 JF1452  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 JF1452
 JF1452  HORZ ORDER  -  SECOND
 JF1452
 JF1452.The horizontal coordinates were established by classical geodetic methods
 JF1452.and adjusted by the National Geodetic Survey in October 1998..
 JF1452
 JF1452.The orthometric height was scaled from a topographic map.
 JF1452
 JF1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1452
 JF1452.The geoid height was determined by GEOID03.
 JF1452
 JF1452;                    North         East     Units Scale Factor Converg.
 JF1452;SPC KS S     -   582,114.565   552,573.392   MT  0.99995752   +1 04 18.9
 JF1452;UTM  14      - 4,240,893.758   696,261.920   MT  1.00007440   +1 23 28.4
 JF1452
 JF1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1452!SPC KS S     -   0.99994138  x   0.99995752  =   0.99989890
 JF1452!UTM  14      -   0.99994138  x   1.00007440  =   1.00001577
 JF1452
 JF1452:                Primary Azimuth Mark                     Grid Az
 JF1452:SPC KS S     -  CRAWFORD AZ MK                           060 08 01.7
 JF1452:UTM  14      -  CRAWFORD AZ MK                           059 48 52.2
 JF1452
 JF1452|---------------------------------------------------------------------|
 JF1452| PID    Reference Object                     Distance      Geod. Az  |
 JF1452|                                                           dddmmss.s |
 JF1452| CL4984 CRAWFORD AZ MK                                     0611220.6 |
 JF1452| CL4985 CRAWFORD RM 1                        11.899 METERS 16605     |
 JF1452| CL4986 CRAWFORD RM 2                        15.539 METERS 26021     |
 JF1452|---------------------------------------------------------------------|
 JF1452
 JF1452                          SUPERSEDED SURVEY CONTROL
 JF1452
 JF1452  NAD 83(1986)-  38 17 40.85279(N)    096 45 20.61429(W) AD(       ) 2
 JF1452  NAD 27      -  38 17 40.79338(N)    096 45 19.56063(W) AD(       ) 2
 JF1452
 JF1452.Superseded values are not recommended for survey control.
 JF1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1452.See file dsdata.txt to determine how the superseded data were derived.
 JF1452
 JF1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH9626240894(NAD 83)
 JF1452_MARKER: DS = TRIANGULATION STATION DISK
 JF1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1452
 JF1452  HISTORY     - Date     Condition        Report By
 JF1452  HISTORY     - 1956     MONUMENTED       CGS
 JF1452  HISTORY     - 1968     GOOD             CGS
 JF1452  HISTORY     - 1972     GOOD             KSHC
 JF1452  HISTORY     - 1975     GOOD             NGS
 JF1452
 JF1452                          STATION DESCRIPTION
 JF1452
 JF1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1452'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF COTTONWOOD
 JF1452'FALLS, ABOUT 8 MILES SOUTHWEST OF ELMDALE AND ABOUT 0.8 MILE
 JF1452'SOUTHWEST OF THE SMALL VILLAGE OF CLEMENTS, ON THE PROPERTY OF
 JF1452'MR. D.L. CRAWFORD.  IT IS 180 FEET NORTH OF A LONE 14 INCH HEDGE
 JF1452'TREE, 115 FEET NORTHWEST OF THE SOUTHEAST RIM OF A HIGH BLUFF
 JF1452'AND NEAR THE CENTER OF A NORTH-SOUTH RIDGE.  THE MARK PROJECTS
 JF1452'1 INCH AND THE DISK IS STAMPED CRAWFORD 1956.
 JF1452'
 JF1452'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S
 JF1452'AND A PAVED CROSSROAD ABOUT 0.05 MILE NORTH OF THE RAILROAD
 JF1452'DEPOT IN THE SMALL VILLAGE OF CLEMENTS, GO SOUTHWEST ON U.S.
 JF1452'HIGHWAY 50S FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JF1452'CONTINUE SOUTHWEST ON U.S. HIGHWAY 50S FOR 0.75 MILE TO A GRAVEL
 JF1452'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON A GRAVELED ROAD
 JF1452'FOR 0.05 MILE TO A T ROAD.  (THE STATION IS ON THE HIGH BLUFF
 JF1452'JUST TO THE NORTHWEST OF THIS T ROAD INTERSECTION).  TURN
 JF1452'RIGHT AND GO NORTHEAST ON A GRAVELED ROAD FOR 0.2 MILE TO A
 JF1452'DRIVEWAY ON THE LEFT AND A HOUSE ON THE LEFT.  TURN LEFT AND
 JF1452'GO WESTERLY ON THE GRAVELED DRIVEWAY FOR 0.05 MILE TO A WIRE
 JF1452'GATE.  TURN LEFT AFTER PASSING THROUGH THE GATE AND
 JF1452'CONTINUE WESTERLY ON GRAVELED DRIVEWAY FOR 0.15 MILE TO A
 JF1452'LARGE DAM.  TURN LEFT AND GO SOUTHWEST UP A VERY STEEP BANK
 JF1452'FOR 0.1 MILE TO THE TOP OF THE HILL.  TURN LEFT AND GO SOUTH
 JF1452'ACROSS THE PASTURE FIELD FOR 0.1 MILE TO THE MARK.
 JF1452'
 JF1452'REFERENCE MARK 1 IS 143 FEET NORTH OF A LONE 14 INCH HEDGE
 JF1452'TREE AND 90 FEET NORTHWEST OF THE SOUTHEAST RIM OF A HIGH BLUFF.
 JF1452'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED CRAWFORD NO 1
 JF1452'1956.
 JF1452'
 JF1452'REFERENCE MARK 2 IS 142 FEET NORTHWEST OF THE SOUTHEAST RIM
 JF1452'OF A HIGH BLUFF.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 JF1452'STAMPED CRAWFORD NO 2 1956.
 JF1452'
 JF1452'THE AZIMUTH MARK IS 47 FEET SOUTHEAST OF THE CENTERLINE OF
 JF1452'U.S. HIGHWAY 50S, 1 FOOT SOUTHWEST OF A WHITE WITNESS POST,
 JF1452'59 FEET SOUTHWEST OF A TELEPHONE POLE, 89 FEET NORTHWEST OF THE
 JF1452'NORTHWEST RAIL OF A RAILROAD SIDING AND 196 FEET WEST OF THE
 JF1452'SOUTHWEST CORNER OF THE RAILROAD DEPOT.  THE MARK PROJECTS 3
 JF1452'INCHES AND THE DISK IS STAMPED CRAWFORD 1956.
 JF1452'
 JF1452'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1452
 JF1452                          STATION RECOVERY (1968)
 JF1452
 JF1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1452'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1452'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JF1452'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1452'FOR RECOVERY.
 JF1452'
 JF1452'A METAL WITNESS POST WAS SET 1.5 FEET NORTHEAST OF THE AZIMUTH
 JF1452'MARK.
 JF1452'
 JF1452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3/4 MILES
 JF1452'SOUTHWEST OF CLEMENTS.
 JF1452
 JF1452                          STATION RECOVERY (1972)
 JF1452
 JF1452'RECOVERY NOTE BY KS HIGHWAY COMM 1972 (WJM)
 JF1452'CRAWFORD 1956 RECOVERED GOOD.
 JF1452'
 JF1452'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF CLEMENT.
 JF1452
 JF1452                          STATION RECOVERY (1975)
 JF1452
 JF1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JF1452'AZIMUTH MARKERS WAS RECOVERED AND IN GOOD CONDITION.  LANDOWNER SAID
 JF1452'THAT ALL OTHER MARKS WERE THERE AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1148 ***********************************************************************
 HE1148  DESIGNATION -  CRAWFORD
 HE1148  PID         -  HE1148
 HE1148  STATE/COUNTY-  KS/CRAWFORD
 HE1148  USGS QUAD   -  GIRARD (1964)
 HE1148
 HE1148                         *CURRENT SURVEY CONTROL
 HE1148  ___________________________________________________________________
 HE1148* NAD 83(1997)-  37 32 08.62251(N)    094 50 33.98305(W)     ADJUSTED  
 HE1148* NAVD 88     -       311.9    (meters)    1023.     (feet)  VERTCON   
 HE1148  ___________________________________________________________________
 HE1148  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 HE1148  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HE1148
 HE1148  HORZ ORDER  -  SECOND
 HE1148
 HE1148.The horizontal coordinates were established by classical geodetic methods
 HE1148.and adjusted by the National Geodetic Survey in October 1998..
 HE1148
 HE1148.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1148
 HE1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1148
 HE1148.The geoid height was determined by GEOID03.
 HE1148
 HE1148;                    North         East     Units Scale Factor Converg.
 HE1148;SPC KS S     -   502,791.069   723,141.309   MT  0.99995800   +2 14 50.9
 HE1148;UTM  15      - 4,155,900.648   337,187.490   MT  0.99992652   -1 07 22.7
 HE1148
 HE1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1148!SPC KS S     -   0.99995588  x   0.99995800  =   0.99991388
 HE1148!UTM  15      -   0.99995588  x   0.99992652  =   0.99988240
 HE1148
 HE1148|---------------------------------------------------------------------|
 HE1148| PID    Reference Object                     Distance      Geod. Az  |
 HE1148|                                                           dddmmss.s |
 HE1148| CN6697 CRAWFORD RM 1                        44.196 METERS 02954     |
 HE1148| CN6698 CRAWFORD RM 2                        22.089 METERS 10740     |
 HE1148| HE1147 GIRARD MUNICIPAL TANK               APPROX. 3.1 KM 1742448.2 |
 HE1148| HE1146 GIRARD REA SEKAN ELEC RAD MAST      APPROX. 2.7 KM 1771731.6 |
 HE1148| HE1145 GIRARD CO SHERIFFS RADIO MAST       APPROX. 3.0 KM 1785826.6 |
 HE1148| CN6696 CRAWFORD AZ MK                                     1800823.2 |
 HE1148| HE1101 GIRARD CRAW KAN TEL COOP MAST       APPROX. 4.3 KM 1802741.7 |
 HE1148|---------------------------------------------------------------------|
 HE1148
 HE1148                          SUPERSEDED SURVEY CONTROL
 HE1148
 HE1148  NAD 83(1997)-  37 32 08.62827(N)    094 50 33.98324(W) AD(       ) 2
 HE1148  NAD 83(1986)-  37 32 08.63292(N)    094 50 33.97562(W) AD(       ) 2
 HE1148  NAD 27      -  37 32 08.46352(N)    094 50 33.09451(W) AD(       ) 2
 HE1148  NGVD 29 (07/19/86)  311.8    (m)         1023.     (f) VERT ANG       
 HE1148
 HE1148.Superseded values are not recommended for survey control.
 HE1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1148.See file dsdata.txt to determine how the superseded data were derived.
 HE1148
 HE1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3718755901(NAD 83)
 HE1148_MARKER: DS = TRIANGULATION STATION DISK
 HE1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1148
 HE1148  HISTORY     - Date     Condition        Report By
 HE1148  HISTORY     - 1966     MONUMENTED       CGS
 HE1148
 HE1148                          STATION DESCRIPTION
 HE1148
 HE1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1148'THE STATION IS ABOUT 7-1/2 MILES WEST OF ARMA, 6-1/2 MILES
 HE1148'SOUTH OF FARLINGTON AND 1-1/2 MILES NORTH OF GIRARD, ON THE
 HE1148'WEST SIDE OF STATE HIGHWAY 7 AND ON PROPERTY OF MR. HENRY
 HE1148'C. WOODING.
 HE1148'
 HE1148'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT
 HE1148'HOUSE SQUARE IN GIRARD, GO NORTH ON STATE HIGHWAY 7 FOR 1.35
 HE1148'MILES TO A SIDE ROAD AND THE AZIMUTH MARK ON THE LEFT.
 HE1148'CONTINUE NORTH ON THE HIGHWAY FOR 0.4 MILE TO A DRIVEWAY
 HE1148'ON THE RIGHT AND THE STATION ON THE LEFT.
 HE1148'
 HE1148'STATION MARK IS A STANDARD DISK, STAMPED CRAWFORD 1964,
 HE1148'SET IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER,
 HE1148'THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 43 FEET
 HE1148'WEST OF THE CENTERLINE OF HIGHWAY 7, 25.6 FEET NORTHWEST OF A
 HE1148'TELEPHONE LINE POLE, 17 FEET NORTH OF AN EAST-WEST FENCE,
 HE1148'15 FEET WEST OF A NORTH-SOUTH FENCE AND 14.5 FEET WEST OF
 HE1148'A WITNESS POST.
 HE1148'
 HE1148'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRAWFORD NO 1 1964,
 HE1148'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 HE1148'WITH THE GROUND.  IT IS 27 FEET EAST OF THE CENTERLINE OF HIGHWAY
 HE1148'7, 18.5 FEET NORTH OF A POWER LINE POLE, 2.3 FEET SOUTH OF A
 HE1148'POWER LINE POLE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 HE1148'
 HE1148'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRAWFORD NO 2
 HE1148'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 HE1148'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 26 FEET EAST OF THE
 HE1148'CENTERLINE OF HIGHWAY 7, 23 FEET SOUTH OF THE CENTERLINE
 HE1148'OF A DRIVEWAY, 2 FEET SOUTHWEST OF A FENCE CORNER POST AND
 HE1148'ABOUT THE SAME ELEVATION AS THE STATION.
 HE1148'
 HE1148'AZIMUTH MARK IS A STANDARD DISK, STAMPED CRAWFORD 1964, SET
 HE1148'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1148'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 32 FEET SOUTH OF
 HE1148'THE CENTERLINE OF A DRIVEWAY, 29 FEET WEST OF THE CENTERLINE OF
 HE1148'HIGHWAY 7, 3 FEET SOUTHEAST OF A WITNESS POST AND 1 FOOT
 HE1148'NORTHWEST OF A POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0495 ***********************************************************************
 KG0495  DESIGNATION -  CREEK
 KG0495  PID         -  KG0495
 KG0495  STATE/COUNTY-  KS/GRAHAM
 KG0495  USGS QUAD   -  EDMOND SE (1978)
 KG0495
 KG0495                         *CURRENT SURVEY CONTROL
 KG0495  ___________________________________________________________________
 KG0495* NAD 83(1997)-  39 30 59.40919(N)    099 50 40.41761(W)     ADJUSTED  
 KG0495* NAVD 88     -       737.114  (meters)    2418.35   (feet)  ADJUSTED  
 KG0495  ___________________________________________________________________
 KG0495  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 KG0495  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 KG0495  DYNAMIC HT  -         736.593 (meters)    2416.64  (feet)  COMP
 KG0495  MODELED GRAV-     979,895.0   (mgal)                       NAVD 88
 KG0495
 KG0495  HORZ ORDER  -  THIRD
 KG0495  VERT ORDER  -  FIRST     CLASS II
 KG0495
 KG0495.The horizontal coordinates were established by classical geodetic methods
 KG0495.and adjusted by the National Geodetic Survey in October 1998..
 KG0495
 KG0495.The orthometric height was determined by differential leveling
 KG0495.and adjusted by the National Geodetic Survey in June 1991..
 KG0495
 KG0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0495
 KG0495.The geoid height was determined by GEOID03.
 KG0495
 KG0495.The dynamic height is computed by dividing the NAVD 88
 KG0495.geopotential number by the normal gravity value computed on the
 KG0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0495.degrees latitude (g = 980.6199 gals.).
 KG0495
 KG0495.The modeled gravity was interpolated from observed gravity values.
 KG0495
 KG0495;                    North         East     Units Scale Factor Converg.
 KG0495;SPC KS N     -   132,962.555   241,396.685   MT  0.99996758   -1 10 01.5
 KG0495;UTM  14      - 4,374,436.446   427,402.194   MT  0.99966489   -0 32 14.7
 KG0495
 KG0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0495!SPC KS N     -   0.99988833  x   0.99996758  =   0.99985592
 KG0495!UTM  14      -   0.99988833  x   0.99966489  =   0.99955326
 KG0495
 KG0495|---------------------------------------------------------------------|
 KG0495| PID    Reference Object                     Distance      Geod. Az  |
 KG0495|                                                           dddmmss.s |
 KG0495| CN9069 CREEK RM 1                           11.136 METERS 18057     |
 KG0495| CN9070 CREEK RM 2                           33.619 METERS 27230     |
 KG0495| CN9068 CREEK AZ MK                                        3582735.8 |
 KG0495|---------------------------------------------------------------------|
 KG0495
 KG0495                          SUPERSEDED SURVEY CONTROL
 KG0495
 KG0495  NAD 83(1997)-  39 30 59.41234(N)    099 50 40.41856(W) AD(       ) 3
 KG0495  NAD 83(1986)-  39 30 59.41451(N)    099 50 40.41988(W) AD(       ) 3
 KG0495  NAD 27      -  39 30 59.39800(N)    099 50 38.99100(W) AD(       ) 3
 KG0495  NGVD 29 (02/14/92)  736.829  (m)         2417.41   (f) ADJUSTED    1 2
 KG0495
 KG0495.Superseded values are not recommended for survey control.
 KG0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0495.See file dsdata.txt to determine how the superseded data were derived.
 KG0495
 KG0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2740274436(NAD 83)
 KG0495_MARKER: DS = TRIANGULATION STATION DISK
 KG0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0495_SP_SET: CONCRETE POST
 KG0495_STAMPING: CREEK 1950
 KG0495_MARK LOGO: CGS   
 KG0495_PROJECTION: FLUSH
 KG0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0495+STABILITY: SURFACE MOTION
 KG0495
 KG0495  HISTORY     - Date     Condition        Report By
 KG0495  HISTORY     - 1950     MONUMENTED       CGS
 KG0495  HISTORY     - 1986     GOOD             NGS
 KG0495
 KG0495                          STATION DESCRIPTION
 KG0495
 KG0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0495'THE STATION IS LOCATED 11.2 MILES NORTH OF THE DEPOT IN HILL CITY
 KG0495'AND ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 283, IT IS 51 FEET
 KG0495'EAST OF THE CENTER OF THE HIGHWAY, 42 FEET SOUTH OF THE CENTER
 KG0495'OF A FIELD ENTRANCE AND 4 FEET NORTH OF A WITNESS POST.  IT IS
 KG0495'STAMPED CREEK 1950 AND PROJECTS 3 INCHES.
 KG0495'
 KG0495'REFERENCE MARK NO. 1 IS 51 FEET EAST OF THE CENTER OF THE HIGHWAY.
 KG0495'IT IS STAMPED CREEK NO 1 1950 AND PROJECTS 3 INCHES.
 KG0495'
 KG0495'REFERENCE MARK NO. 2 IS 60 FEET WEST OF THE CENTER OF THE HIGHWAY,
 KG0495'55 FEET NORTH OF A TELEPHONE POLE, 44 FEET SOUTH OF THE CENTER
 KG0495'OF A GATE AND FIELD ENTRANCE AND SET IN A NORTH-SOUTH FENCE LINE.
 KG0495'IT IS STAMPED CREEK NO 2 1950 AND PROJECTS 5 INCHES.
 KG0495'
 KG0495'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 117.2 FEET.
 KG0495'
 KG0495'THE AZIMUTH MARK IS 74 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 KG0495'283, 48 FEET NORTH OF THE CENTER OF A FARM YARD ENTRANCE, 1 FOOT
 KG0495'SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A WITNESS POST.
 KG0495'IT IS STAMPED CREEK 1950 AND PROJECTS 4 INCHES.  TO REACH THE
 KG0495'AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.75 MILE ON U.S.
 KG0495'HIGHWAY 283 TO A FARM YARD ENTRANCE AND THE AZIMUTH MARK ON THE
 KG0495'LEFT AS DESCRIBED.
 KG0495
 KG0495                          STATION RECOVERY (1986)
 KG0495
 KG0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0495'16.6 KM (10.3 MI) NORTH FROM HILL CITY.
 KG0495'16.67 KM (1.35 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0495'HIGHWAY 24 AT HILL CITY, 0.15 KM (0.1 MI) SOUTH OF MILEPOST 183 AND A
 KG0495'FARM HOUSE, 15.5 METERS (51 FT) EAST OF THE HIGHWAY CENTERLINE, 33.6
 KG0495'METERS (110.5 FT) EAST ACROSS THE HIGHWAY FROM RM 2, 23.4 METERS (77
 KG0495'FT) SOUTH OF THE 1ST POWER POLE SOUTH OF A T JUNCTION OF A POWER LINE,
 KG0495'18.9 METERS (62 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE ROAD AND
 KG0495'11.1 METERS (36.5 FT) NORTH OF RM 1.
 KG0495'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KG0495'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0860 ***********************************************************************
 KF0860  DESIGNATION -  CREEKS
 KF0860  PID         -  KF0860
 KF0860  STATE/COUNTY-  KS/CLAY
 KF0860  USGS QUAD   -  MILTONVALE NE (1964)
 KF0860
 KF0860                         *CURRENT SURVEY CONTROL
 KF0860  ___________________________________________________________________
 KF0860* NAD 83(1997)-  39 22 53.25603(N)    097 19 54.63623(W)     ADJUSTED  
 KF0860* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 KF0860  ___________________________________________________________________
 KF0860  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KF0860  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 KF0860
 KF0860  HORZ ORDER  -  THIRD
 KF0860
 KF0860.The horizontal coordinates were established by classical geodetic methods
 KF0860.and adjusted by the National Geodetic Survey in October 1998..
 KF0860
 KF0860.The orthometric height was scaled from a topographic map.
 KF0860
 KF0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0860
 KF0860.The geoid height was determined by GEOID03.
 KF0860
 KF0860;                    North         East     Units Scale Factor Converg.
 KF0860;SPC KS N     -   116,567.125   457,565.076   MT  0.99995945   +0 25 21.9
 KF0860;UTM  14      - 4,360,436.234   643,673.786   MT  0.99985416   +1 03 30.9
 KF0860
 KF0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0860!SPC KS N     -   0.99993722  x   0.99995945  =   0.99989668
 KF0860!UTM  14      -   0.99993722  x   0.99985416  =   0.99979139
 KF0860
 KF0860|---------------------------------------------------------------------|
 KF0860| PID    Reference Object                     Distance      Geod. Az  |
 KF0860|                                                           dddmmss.s |
 KF0860| CN9073 CREEKS RM 1                           8.999 METERS 00012     |
 KF0860| KF0840 CLAY CENTER REA RADIO MAST          APPROX.20.7 KM 0950600.2 |
 KF0860| CN9074 CREEKS RM 2                          10.727 METERS 18048     |
 KF0860| CN9072 CREEKS AZ MK RESET                                 2290606.3 |
 KF0860| CN9071 CREEKS AZ MK                                       2315911.5 |
 KF0860|---------------------------------------------------------------------|
 KF0860
 KF0860                          SUPERSEDED SURVEY CONTROL
 KF0860
 KF0860  NAD 83(1986)-  39 22 53.26317(N)    097 19 54.63468(W) AD(       ) 3
 KF0860  NAD 27      -  39 22 53.27500(N)    097 19 53.52300(W) AD(       ) 3
 KF0860
 KF0860.Superseded values are not recommended for survey control.
 KF0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0860.See file dsdata.txt to determine how the superseded data were derived.
 KF0860
 KF0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ4367460436(NAD 83)
 KF0860_MARKER: DS = TRIANGULATION STATION DISK
 KF0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0860
 KF0860  HISTORY     - Date     Condition        Report By
 KF0860  HISTORY     - 1950     MONUMENTED       CGS
 KF0860  HISTORY     - 1961     GOOD             CGS
 KF0860
 KF0860                          STATION DESCRIPTION
 KF0860
 KF0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0860'THE STATION IS LOCATED ABOUT 11.0 MILES WEST OF CLAY CENTER,
 KF0860'8.0 MILES EAST-NORTHEAST OF MILTONVALE AND 0.15 MILE NORTH OF
 KF0860'U.S. HIGHWAY 24 ON THE WEST RIGHT-OF-WAY OF NORTH-SOUTH SECTION
 KF0860'LINE ROAD.  IT IS 20 FEET WEST OF THE CENTER OF NORTH-SOUTH
 KF0860'ROAD, 6 FEET SOUTH-SOUTHEAST OF TRIANGULAR BLAZED TELEPHONE
 KF0860'POLE, 4 FEET EAST OF NORTH-SOUTH FENCE LINE AND 4 FEET
 KF0860'EAST-SOUTHEAST OF WITNESS POST.  IT IS STAMPED CREEKS 1950 AND
 KF0860'PROJECTS 6 INCHES.
 KF0860'
 KF0860'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION, 20
 KF0860'FEET WEST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD AND 4
 KF0860'FEET EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED CREEKS NO 1
 KF0860'1950 AND PROJECTS 6 INCHES.
 KF0860'
 KF0860'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION,
 KF0860'20 FEET WEST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD AND
 KF0860'4 FEET EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED CREEKS NO
 KF0860'2 1950 AND PROJECTS 6 INCHES.
 KF0860'
 KF0860'THE AZIMUTH MARK IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF U.S.
 KF0860'HIGHWAY 24, 54 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 24, 2
 KF0860'FEET EAST OF TELEPHONE POLE, 1.5 FEET EAST OF WITNESS POST AND 1
 KF0860'FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED CREEKS 1950
 KF0860'AND PROJECTS 6 INCHES.
 KF0860'
 KF0860'TO REACH THE STATION FROM THE JUNCTION OF THE NORTH END OF MAIN
 KF0860'STREET AND U.S. HIGHWAY 24 IN MILTONVALE, GO EAST, NORTH AND
 KF0860'EAST ON U.S. HIGHWAY 24 FOR 7.3 MILES TO AZIMUTH MARK ON THE
 KF0860'RIGHT AS DESCRIBED, CONTINUE EAST ON U.S. HIGHWAY 24 FOR 0.3
 KF0860'MILE TO T ROAD LEFT AT A CORRAL ON THE RIGHT, TURN LEFT AND GO
 KF0860'NORTH ON SECTION LINE ROAD FOR 0.15 MILE TO STATION ON THE LEFT
 KF0860'AS DESCRIBED.
 KF0860'
 KF0860'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF0860
 KF0860                          STATION RECOVERY (1961)
 KF0860
 KF0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KF0860'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KF0860'GOOD CONDITION.  ROAD CONSTRUCTION ALONG U.S. HIGHWAY 24 WILL
 KF0860'DESTROY THE AZIMUTH MARK, SO IT WAS MOVED.  THIS STATION IS 2
 KF0860'MILES EAST OF THE CLAY-CLOUD COUNTY LINE.  A NEW DESCRIPTION FOR
 KF0860'THE RESET AZIMUTH MARK AND A NEW TO REACH FOLLOW.
 KF0860'
 KF0860'AZIMUTH MARK IS 0.35 MILE SOUTHWEST OF THE STATION, 74 FEET
 KF0860'SOUTH OF THE CENTERLINE OF NEW U.S. HIGHWAY 24, 1 FOOT NORTH
 KF0860'OF FENCE, AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE MARK
 KF0860'PROJECTS 6 INCHES AND THE DISK IS STAMPED CREEKS 1950 RESET 1961.
 KF0860'
 KF0860'TO REACH THE STATION FROM THE BUSINESS DISTRICT IN MILTONVALE, GO
 KF0860'EAST AND NORTH ON STATE HIGHWAY 189 FOR 1.2 MILES TO THE JUNCTION
 KF0860'WITH U.S. HIGHWAY 24.  TURN RIGHT AND GO EAST ON U.S. HIGHWAY
 KF0860'24 FOR 6.0 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 KF0860'EAST ON U.S. HIGHWAY 24 FOR 0.25 MILE TO A T-ROAD LEFT.  TURN
 KF0860'LEFT AND GO NORTH ON GRADED ROAD FOR 0.15 MILE TO THE TOP OF
 KF0860'HILL AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0932 ***********************************************************************
 JG0932  DESIGNATION -  CREST
 JG0932  PID         -  JG0932
 JG0932  STATE/COUNTY-  KS/TREGO
 JG0932  USGS QUAD   -  ELLIS (1979)
 JG0932
 JG0932                         *CURRENT SURVEY CONTROL
 JG0932  ___________________________________________________________________
 JG0932* NAD 83(1997)-  38 59 38.23235(N)    099 36 45.95377(W)     ADJUSTED  
 JG0932* NAVD 88     -       706.     (meters)    2316.     (feet)  SCALED    
 JG0932  ___________________________________________________________________
 JG0932  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 JG0932  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 JG0932
 JG0932  HORZ ORDER  -  THIRD
 JG0932
 JG0932.The horizontal coordinates were established by classical geodetic methods
 JG0932.and adjusted by the National Geodetic Survey in October 1998..
 JG0932
 JG0932.The orthometric height was scaled from a topographic map.
 JG0932
 JG0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0932
 JG0932.The geoid height was determined by GEOID03.
 JG0932
 JG0932;                    North         East     Units Scale Factor Converg.
 JG0932;SPC KS N     -    74,579.995   260,292.103   MT  0.99996684   -1 01 13.5
 JG0932;UTM  14      - 4,316,284.145   446,934.881   MT  0.99963467   -0 23 08.1
 JG0932
 JG0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0932!SPC KS N     -   0.99989327  x   0.99996684  =   0.99986011
 JG0932!UTM  14      -   0.99989327  x   0.99963467  =   0.99952797
 JG0932
 JG0932:                Primary Azimuth Mark                     Grid Az
 JG0932:SPC KS N     -  CREST AZ MK                              002 36 12.9
 JG0932:UTM  14      -  CREST AZ MK                              001 58 07.5
 JG0932
 JG0932|---------------------------------------------------------------------|
 JG0932| PID    Reference Object                     Distance      Geod. Az  |
 JG0932|                                                           dddmmss.s |
 JG0932| CK8434 CREST AZ MK                                        0013459.4 |
 JG0932| CK8435 CREST RM 1                           22.638 METERS 04755     |
 JG0932| KG0775 ST JOHNS LUTHERAN CHURCH CROSS      APPROX. 7.5 KM 0573237.9 |
 JG0932| CK8436 CREST RM 2                           24.211 METERS 13509     |
 JG0932|---------------------------------------------------------------------|
 JG0932
 JG0932                          SUPERSEDED SURVEY CONTROL
 JG0932
 JG0932  NAD 83(1986)-  38 59 38.23863(N)    099 36 45.95421(W) AD(       ) 3
 JG0932  NAD 27      -  38 59 38.20300(N)    099 36 44.54200(W) AD(       ) 3
 JG0932
 JG0932.Superseded values are not recommended for survey control.
 JG0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0932.See file dsdata.txt to determine how the superseded data were derived.
 JG0932
 JG0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ4693516284(NAD 83)
 JG0932_MARKER: DS = TRIANGULATION STATION DISK
 JG0932_SETTING: 66 = SET IN ROCK OUTCROP
 JG0932_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 JG0932
 JG0932  HISTORY     - Date     Condition        Report By
 JG0932  HISTORY     - 1950     MONUMENTED       CGS
 JG0932
 JG0932                          STATION DESCRIPTION
 JG0932
 JG0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0932'THE STATION IS LOCATED ABOUT 6.0 MILES EAST OF OGALLAH, 3.0 MILES
 JG0932'WEST AND 4.0 MILES NORTH OF ELLIS AND 1.0 MILE WEST OF THE
 JG0932'TREGO-ELLIS COUNTY LINE.  IT IS 28.0 FEET WEST OF THE CENTER OF
 JG0932'THE ROAD, 28.0 FEET SOUTH OF A TRIANGULAR BLAZED POWER LINE POLE,
 JG0932'4.0 FEET SOUTHEAST OF A WITNESS POST AND 2.5 FEET EAST OF A FENCE
 JG0932'LINE.  IT IS STAMPED CREST 1950 AND SET 8 INCHES BELOW THE
 JG0932'SURFACE OF THE GROUND.
 JG0932'
 JG0932'REFERENCE MARK NO. 1 IS 28.0 FEET EAST OF THE CENTER OF ROAD AND
 JG0932'1.0 FOOT WEST OF A FENCE LINE.  IT IS STAMPED CREST NO 1 1950 AND
 JG0932'PROJECTS 4 INCHES.
 JG0932'
 JG0932'REFERENCE MARK NO. 2 IS 28.0 FEET EAST OF THE CENTER OF ROAD AND
 JG0932'1.0 FOOT WEST OF A FENCE LINE.  IT IS STAMPED CREST NO 2 1950
 JG0932'AND PROJECTS 4 INCHES.
 JG0932'
 JG0932'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 106.09 FEET.
 JG0932'
 JG0932'THE AZIMUTH MARK IS 28.0 FEET EAST OF THE CENTER OF ROAD, 15.0
 JG0932'FEET NORTH OF THE CENTER OF A WIRE GATE, 3.0 FEET SOUTH OF A
 JG0932'WITNESS POST AND 1.0 FOOT WEST OF A FENCE LINE.  IT IS STAMPED
 JG0932'CREST 1950 AND PROJECTS 2 INCHES.
 JG0932'
 JG0932'TO REACH THE STATION FROM THE POST OFFICE IN ELLIS, GO SOUTH
 JG0932'TO U.S. HIGHWAY NO. 40, TURN RIGHT AND GO WEST ON U.S. HIGHWAY NO.
 JG0932'40 FOR 2.95 MILES TO CROSSROAD.  TURN RIGHT AND GO NORTH FOR 3.95
 JG0932'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  (CONTINUE NORTH
 JG0932'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1073 ***********************************************************************
 HE1073  DESIGNATION -  CRESTLINE
 HE1073  PID         -  HE1073
 HE1073  STATE/COUNTY-  KS/CHEROKEE
 HE1073  USGS QUAD   -  CRESTLINE (1978)
 HE1073
 HE1073                         *CURRENT SURVEY CONTROL
 HE1073  ___________________________________________________________________
 HE1073* NAD 83(1997)-  37 09 19.28335(N)    094 44 27.31113(W)     ADJUSTED  
 HE1073* NAVD 88     -       297.5    (meters)     976.     (feet)  VERTCON   
 HE1073  ___________________________________________________________________
 HE1073  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 HE1073  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HE1073
 HE1073  HORZ ORDER  -  SECOND
 HE1073
 HE1073.The horizontal coordinates were established by classical geodetic methods
 HE1073.and adjusted by the National Geodetic Survey in October 1998..
 HE1073
 HE1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1073
 HE1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1073
 HE1073.The geoid height was determined by GEOID03.
 HE1073
 HE1073;                    North         East     Units Scale Factor Converg.
 HE1073;SPC KS S     -   460,968.583   733,837.502   MT  1.00002375   +2 18 36.2
 HE1073;UTM  15      - 4,113,525.554   345,409.028   MT  0.99989440   -1 03 06.1
 HE1073
 HE1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1073!SPC KS S     -   0.99995800  x   1.00002375  =   0.99998175
 HE1073!UTM  15      -   0.99995800  x   0.99989440  =   0.99985240
 HE1073
 HE1073:                Primary Azimuth Mark                     Grid Az
 HE1073:SPC KS S     -  TV STATION KOAM WEST MAST                020 03 12.3
 HE1073:UTM  15      -  TV STATION KOAM WEST MAST                023 24 54.6
 HE1073
 HE1073|---------------------------------------------------------------------|
 HE1073| PID    Reference Object                     Distance      Geod. Az  |
 HE1073|                                                           dddmmss.s |
 HE1073| HE1071 TV STATION KOAM WEST MAST           APPROX. 7.9 KM 0222148.5 |
 HE1073| CM3883 CRESTLINE RM 1                       30.821 METERS 03206     |
 HE1073| HE1048 JOPLIN SW BELL TEL MICROWAVE        APPROX.21.5 KM 1114301.4 |
 HE1073| HE1040 JOPLIN TV STA KDDE N MAST           APPROX.20.1 KM 1154541.4 |
 HE1073| CM3884 CRESTLINE RM 2                       26.580 METERS 13937     |
 HE1073| GG0690 OKLAHOMA TURNPIKE RADIO MAST        APPROX.20.8 KM 1492123.6 |
 HE1073| CN6702 CRESTLINE AZ MK                                    1974551.1 |
 HE1073| HE1077 COLUMBUS MUNICIPAL TANK             APPROX. 9.0 KM 2761058.7 |
 HE1073| HE1080 COLUMBUS GRAIN CO ELEVATOR          APPROX. 8.7 KM 2814257.5 |
 HE1073| HE1078 COLUMBUS MUNICIPAL STANDPIPE        APPROX. 9.3 KM 2821357.6 |
 HE1073|---------------------------------------------------------------------|
 HE1073
 HE1073                          SUPERSEDED SURVEY CONTROL
 HE1073
 HE1073  NAD 83(1997)-  37 09 19.28911(N)    094 44 27.31222(W) AD(       ) 2
 HE1073  NAD 83(1986)-  37 09 19.29770(N)    094 44 27.30542(W) AD(       ) 2
 HE1073  NAD 27      -  37 09 19.07971(N)    094 44 26.46208(W) AD(       ) 2
 HE1073  NGVD 29 (07/19/86)  297.4    (m)          976.     (f) VERT ANG       
 HE1073
 HE1073.Superseded values are not recommended for survey control.
 HE1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1073.See file dsdata.txt to determine how the superseded data were derived.
 HE1073
 HE1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4540913526(NAD 83)
 HE1073_MARKER: DS = TRIANGULATION STATION DISK
 HE1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1073
 HE1073  HISTORY     - Date     Condition        Report By
 HE1073  HISTORY     - 1965     MONUMENTED       CGS
 HE1073  HISTORY     - 1966     GOOD             CGS
 HE1073
 HE1073                          STATION DESCRIPTION
 HE1073
 HE1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1073'THE STATION IS ABOUT 5-1/2 MILES EAST AND 1-1/2 MILES SOUTH OF
 HE1073'COLUMBUS, 2 MILES WEST AND 1 MILE SOUTH OF CRESTLINE ON GRAZING
 HE1073'LAND OWNED BY A.E. CLARK.
 HE1073'
 HE1073'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND
 HE1073'96 AND U.S. HIGHWAY 69 AT THE NORTHEAST EDGE OF COLUMBUS, GO
 HE1073'EAST ON COMBINED HIGHWAYS 69 AND 96 FOR 5.0 MILES TO A CROSSROAD.
 HE1073'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.55 MILES TO
 HE1073'A FARM HOUSE ON THE LEFT AND THE STATION ON THE RIGHT.  CONTINUE
 HE1073'SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN
 HE1073'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.1 MILE TO THE
 HE1073'AZIMUTH MARK ON THE RIGHT.
 HE1073'
 HE1073'THE STATION MARK IS A STANDARD DISK, STAMPED CRESTLINE 1964, SET
 HE1073'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST 14 INCHES BELOW
 HE1073'THE GROUND SURFACE.  IT IS 146.9 FEET SOUTHWEST OF THE SOUTHWEST
 HE1073'CORNER OF THE HOUSE, 89.8 FEET SOUTHWEST OF A TELEPHONE LINE
 HE1073'POLE, 68.7 FEET SOUTH-SOUTHWEST OF A TRANSFORMER POLE, 66.2 FEET
 HE1073'NORTHWEST OF A FENCE CORNER AND 34.8 FEET WEST OF THE CENTERLINE
 HE1073'OF THE GRAVELED ROAD.
 HE1073'
 HE1073'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRESTLINE NO 1
 HE1073'1964, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 HE1073'1 INCH ABOVE THE GROUND SURFACE.  IT IS 51.6 FEET WEST-SOUTHWEST
 HE1073'OF THE SOUTHWEST CORNER OF THE HOUSE, 46.6 FEET EAST-NORTHEAST OF
 HE1073'THE TRANSFORMER POLE, 21.0 FEET EAST OF THE CENTERLINE OF THE
 HE1073'ROAD AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE1073'
 HE1073'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRESTLINE NO 2 1964,
 HE1073'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE1073'GROUND SURFACE.  IT IS 30.5 FEET SOUTH OF THE FENCE CORNER,
 HE1073'21.2 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.0 FEET EAST OF
 HE1073'A FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE1073'
 HE1073'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRESTLINE 1964, SET
 HE1073'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 1 INCH
 HE1073'ABOVE THE GROUND SURFACE.  IT IS 18.8 FEET NORTH OF THE CENTERLINE
 HE1073'OF A NORTH-SOUTH GRAVELED ROAD, 8.1 FEET SOUTHEAST OF A POWERLINE
 HE1073'POLE AND 1 FOOT SOUTH OF A NORTH RIGHT-OF-WAY FENCE.
 HE1073'
 HE1073'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HE1073
 HE1073                          STATION RECOVERY (1966)
 HE1073
 HE1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1073'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HE1073'WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1751 ***********************************************************************
 KE1751  DESIGNATION -  CROCO RESET
 KE1751  PID         -  KE1751
 KE1751  STATE/COUNTY-  KS/SHAWNEE
 KE1751  USGS QUAD   -  GRANTVILLE (1983)
 KE1751
 KE1751                         *CURRENT SURVEY CONTROL
 KE1751  ___________________________________________________________________
 KE1751* NAD 83(1997)-  39 01 50.05236(N)    095 36 50.32609(W)     ADJUSTED  
 KE1751* NAVD 88     -       313.31   (+/-2cm)    1027.9    (feet)  VERTCON   
 KE1751  ___________________________________________________________________
 KE1751  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 KE1751  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KE1751
 KE1751  HORZ ORDER  -  SECOND
 KE1751  VERT ORDER  -  THIRD (See Below)
 KE1751
 KE1751.The horizontal coordinates were established by classical geodetic methods
 KE1751.and adjusted by the National Geodetic Survey in October 1998..
 KE1751
 KE1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1751.The vertical order pertains to the NGVD 29 superseded value.
 KE1751
 KE1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1751
 KE1751.The geoid height was determined by GEOID03.
 KE1751
 KE1751;                    North         East     Units Scale Factor Converg.
 KE1751;SPC KS N     -    80,122.383   606,572.105   MT  0.99996419   +1 30 34.8
 KE1751;UTM  15      - 4,323,420.597   273,731.957   MT  1.00023046   -1 38 48.5
 KE1751
 KE1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1751!SPC KS N     -   0.99995576  x   0.99996419  =   0.99991995
 KE1751!UTM  15      -   0.99995576  x   1.00023046  =   1.00018621
 KE1751
 KE1751|---------------------------------------------------------------------|
 KE1751| PID    Reference Object                     Distance      Geod. Az  |
 KE1751|                                                           dddmmss.s |
 KE1751| KE0868 77                                   31.902 METERS 01528     |
 KE1751| KE0871 CROCO RM 1                            7.060 METERS 19022     |
 KE1751| KE0864 GOLDEN                              APPROX. 2.6 KM 2792158.6 |
 KE1751| KE0869 CROCO RM 2                            6.627 METERS 35247     |
 KE1751|---------------------------------------------------------------------|
 KE1751
 KE1751                          SUPERSEDED SURVEY CONTROL
 KE1751
 KE1751  NAD 83(1986)-  39 01 50.05889(N)    095 36 50.32246(W) AD(       ) 2
 KE1751  NGVD 29 (03/09/04)  313.20   (m)         1027.6    (f) RESET       3  
 KE1751
 KE1751.Superseded values are not recommended for survey control.
 KE1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1751.See file dsdata.txt to determine how the superseded data were derived.
 KE1751
 KE1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD7373223421(NAD 83)
 KE1751_MARKER: DS = TRIANGULATION STATION DISK
 KE1751_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KE1751+WITH SETTING: PAVEMENT
 KE1751_SP_SET: BRIDGE DECK
 KE1751_STAMPING: CROCO 1970 1986
 KE1751_MARK LOGO: NGS   
 KE1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1751+STABILITY: SURFACE MOTION
 KE1751
 KE1751  HISTORY     - Date     Condition        Report By
 KE1751  HISTORY     - 1986     MONUMENTED       NGS
 KE1751  HISTORY     - 19860621 GOOD             NGS
 KE1751
 KE1751                          STATION DESCRIPTION
 KE1751
 KE1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1751'ABOUT 4.91 KM (3.05 MI) EAST ALONG INTERSTATE HIGHWAY 70, FROM EAST
 KE1751'107TH AVENUE, IN TOPEKA, THENCE 1.13 KM (0.70 MI) EAST ALONG EAST
 KE1751'21ST STREET, THENCE 0.16 KM (0.10 MI) SOUTH ALONG SOUTH CROCO ROAD TO
 KE1751'THE MARK ON THE RIGHT, IN AN OVERPASS OVER THE KANSAS TURNPIKE, 30.63
 KE1751'M (100.49 FT) NORTH OF THE SOUTH END OF THE OVERPASS, 0.64 M
 KE1751'(2.10 FT) EAST OF THE EAST FACE OF THE WEST, CONCRETE GUARDRAIL.
 KE1751
 KE1751                          STATION RECOVERY (1986)
 KE1751
 KE1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 KE1751'THE STATION MARK DISK WAS FOUND MISSING BUT REFERENCE MARKS 1, 2, BM
 KE1751'77 C OF T 1970 AND GOLDEN 1970 WERE ALL RECOVERED IN GOOD CONDITION.
 KE1751'THE STEM OF THE STATION MARK WAS REMOVED AND A NEW STATION MARK DISK
 KE1751'WAS THEN CEMENTED INTO THE DRILLED HOLE.  THE DISTANCES AND DIRECTIONS
 KE1751'TO REFERENCE MARKS 1, 2 AND BM 77 C OF T 1970 AGREED WITH 1970 DATA AS
 KE1751'DID THE ANGLE AND DISTANCE BETWEEN THE REFERENCE MARKS. A CHECK ANGLE
 KE1751'BETWEEN DISTANT LANDMARKS WAS ALSO OBTAINED.  DUE TO HAVING TO BLOCK A
 KE1751'LANE OF TRAFFIC, STATION GOLDEN WAS NOT OBSERVED TO AT THIS TIME.  ALL
 KE1751'MARKS ARE BENCH MARKS ALSO AND A LEVEL TIE WAS MADE FROM THE REFERENCE
 KE1751'MARKS TO THE NEW STATION MARK.  THE ELEVATION IS THE SAME AS THE
 KE1751'ORIGINAL MARK.  THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF
 KE1751'DOWNTOWN TOPEKA, 1.2 KM (0.75 MI) EAST OF THE TOPEKA INTERCHANGE FOR
 KE1751'THE KANSAS TURNPIKE, 0.8 KM (0.50 MI) WEST OF THE TOPEKA SERVICE AREA
 KE1751'OF THE KANSAS TURNPIKE, ON THE SOUTH CROCO ROAD OVERPASS OVER THE
 KE1751'TURNPIKE AND IN THE SW1/4, SEC2, T12S, R16E. OWNERSHIP--KANSAS
 KE1751'DEPARTMENT OF TRANSPORTATION, STATE OFFICE BUILDING, TOPEKA, KANSAS.
 KE1751'TO REACH THE STATION FROM THE 21ST STREET EXIT OF INTERSTATE HIGHWAY
 KE1751'70, JUST WEST OF THE KANSAS TURNPIKE TOLL GATE IN THE EASTERN EDGE OF
 KE1751'TOPEKA, GO EAST ON 21ST STREET FOR 1.21 KM (0.75 MI) TO SOUTH CROCO
 KE1751'ROAD.  TURN RIGHT AND GO SOUTH ON SOUTH CROCO ROAD FOR 0.24 KM (0.15
 KE1751'MI) TO THE CENTER OF AN OVERPASS BRIDGE OVER THE KANSAS TURNPIKE AND
 KE1751'THE STATION ON THE RIGHT.  THE STATION IS A STANDARD NGS DISK
 KE1751'STAMPED---CROCO 1970 1986---, CEMENTED INTO A DRILLED HOLE IN THE DECK
 KE1751'OF THE BRIDGE.  THE STATION IS LOCATED 30.63 METERS (100.49 FT) NORTH
 KE1751'FROM THE SOUTH END OF THE OVERPASS, 3.29 METERS (10.79 FT) WEST FROM
 KE1751'THE CENTERLINE OFTHE BRIDGE, 1.19 METERS (3.90 FT) EAST FROM THE WEST
 KE1751'GUARD RAIL OF THE OVERPASS.  REFERENCE MARK NO 1 IS A STANDARD CGS
 KE1751'DISK STAMPED---CROCO NO 1 1970---, CEMENTED INTO A DRILLED HOLE IN THE
 KE1751'WEST CONCRETE CURB OF THE BRIDGE.  THE STATION IS LOCATED 22.46 METERS
 KE1751'(73.69 FT) NORTH FROM THE SOUTH END OF THE BRIDGE, 0.40 METERS (1.31
 KE1751'FT) EAST FROM THE WEST EGDE OF THE BRIDGE.  AND 0.2 METERS (0.7 FT)
 KE1751'ABOVE THE STATION. REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 KE1751'STAMPED---CROCO NO 2 1970---, CEMENTED INTO A DRILLED HOLE IN THE WEST
 KE1751'CURB OF THE BRIDGE.  THE STATION IS LOCATED 21.06 METERS (69.09 FT)
 KE1751'SOUTH FROM THE NORTH END OF THE BRIDGE, 0.40 METERS (1.31 FT) EAST
 KE1751'FROM THE WEST EDGE OF THE BRIDGE, AND 0.5 METERS (1.6 FT) ABOVE THE
 KE1751'STATION. REFERENCE MARK NO 3 IS A CITY OF TOPEKA ENGINEERING
 KE1751'DEPARTMENT BRONZE DISK, STAMPED---77---CEMENTED INTO A DRILLED HOLE IN
 KE1751'THE NORTH END OF THE EAST CONCRETE CURB OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0871 ***********************************************************************
 KE0871  DESIGNATION -  CROCO RM 1
 KE0871  PID         -  KE0871
 KE0871  STATE/COUNTY-  KS/SHAWNEE
 KE0871  USGS QUAD   -  GRANTVILLE (1983)
 KE0871
 KE0871                         *CURRENT SURVEY CONTROL
 KE0871  ___________________________________________________________________
 KE0871* NAD 83(1986)-  39 01 50.     (N)    095 36 50.     (W)     SCALED    
 KE0871* NAVD 88     -       313.524  (meters)    1028.62   (feet)  POSTED    
 KE0871  ___________________________________________________________________
 KE0871  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KE0871  DYNAMIC HT  -         313.320 (meters)    1027.95  (feet)  COMP
 KE0871  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 KE0871
 KE0871  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KE0871
 KE0871.The horizontal coordinates were scaled from a topographic map and have
 KE0871.an estimated accuracy of +/- 6 seconds.
 KE0871
 KE0871.The orthometric height was determined by differential leveling
 KE0871.and adjusted by the National Geodetic Survey in 1992..
 KE0871.No vertical observational check was made to the station.
 KE0871.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KE0871.was located on a no-check spur therefore a value was not computed.
 KE0871
 KE0871.The geoid height was determined by GEOID03.
 KE0871
 KE0871.The dynamic height is computed by dividing the NAVD 88
 KE0871.geopotential number by the normal gravity value computed on the
 KE0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0871.degrees latitude (g = 980.6199 gals.).
 KE0871
 KE0871.The modeled gravity was interpolated from observed gravity values.
 KE0871
 KE0871;                    North         East    Units  Estimated Accuracy
 KE0871;SPC KS N     -    80,120.      606,580.      MT  (+/- 180 meters Scaled)
 KE0871
 KE0871                          SUPERSEDED SURVEY CONTROL
 KE0871
 KE0871  NGVD 29 (??/??/92)  313.412  (m)         1028.25   (f) ADJ UNCH    2 0
 KE0871
 KE0871.Superseded values are not recommended for survey control.
 KE0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0871.See file dsdata.txt to determine how the superseded data were derived.
 KE0871
 KE0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD737234(NAD 83)
 KE0871_MARKER: DR = REFERENCE MARK DISK
 KE0871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0871_SP_SET: GUARDRAIL FOUNDATION
 KE0871_STAMPING: CROCO NO 1 1970
 KE0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0871
 KE0871  HISTORY     - Date     Condition        Report By
 KE0871  HISTORY     - 1970     MONUMENTED       NGS
 KE0871
 KE0871                          STATION DESCRIPTION
 KE0871
 KE0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0871'3.8 MI E FROM TOPEKA.
 KE0871'ABOUT 3.05 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0871'HIGHWAY UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, THENCE 0.7
 KE0871'MILE EAST ALONG EAST 21ST STREET, THENCE 0.1 MILE SOUTH ALONG
 KE0871'SOUTH CROCO ROAD, SET IN THE TOP OF THE CONCRETE FOUNDATION FOR
 KE0871'THE WEST GUARDRAIL ON THE ROAD OVERPASS FOR THE KANSAS TURNPIKE,
 KE0871'73.7 FEET NORTH OF THE SOUTH END OF THE OVERPASS, ABOVE THE NORTH
 KE0871'EDGE OF THE SOUTH LANES OF THE TURNPIKE, 23.20 FEET SOUTHWEST
 KE0871'OF THE STATION MARK, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STATION
 KE0871'MARK, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.  SECTION
 KE0871'10, T 12S, R 16E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0869 ***********************************************************************
 KE0869  DESIGNATION -  CROCO RM 2
 KE0869  PID         -  KE0869
 KE0869  STATE/COUNTY-  KS/SHAWNEE
 KE0869  USGS QUAD   -  GRANTVILLE (1983)
 KE0869
 KE0869                         *CURRENT SURVEY CONTROL
 KE0869  ___________________________________________________________________
 KE0869* NAD 83(1986)-  39 01 50.     (N)    095 36 50.     (W)     SCALED    
 KE0869* NAVD 88     -       313.827  (meters)    1029.61   (feet)  POSTED    
 KE0869  ___________________________________________________________________
 KE0869  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KE0869  DYNAMIC HT  -         313.620 (meters)    1028.93  (feet)  COMP
 KE0869  MODELED GRAV-     979,966.7   (mgal)                       NAVD 88
 KE0869
 KE0869  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KE0869
 KE0869.The horizontal coordinates were scaled from a topographic map and have
 KE0869.an estimated accuracy of +/- 6 seconds.
 KE0869
 KE0869.The orthometric height was determined by differential leveling
 KE0869.and adjusted by the National Geodetic Survey in 1992..
 KE0869.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KE0869.rate greater than 8.0 mm/km.
 KE0869
 KE0869.The geoid height was determined by GEOID03.
 KE0869
 KE0869.The dynamic height is computed by dividing the NAVD 88
 KE0869.geopotential number by the normal gravity value computed on the
 KE0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0869.degrees latitude (g = 980.6199 gals.).
 KE0869
 KE0869.The modeled gravity was interpolated from observed gravity values.
 KE0869
 KE0869;                    North         East    Units  Estimated Accuracy
 KE0869;SPC KS N     -    80,120.      606,580.      MT  (+/- 180 meters Scaled)
 KE0869
 KE0869                          SUPERSEDED SURVEY CONTROL
 KE0869
 KE0869  NGVD 29 (??/??/92)  313.714  (m)         1029.24   (f) ADJ UNCH    2 0
 KE0869
 KE0869.Superseded values are not recommended for survey control.
 KE0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0869.See file dsdata.txt to determine how the superseded data were derived.
 KE0869
 KE0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD737234(NAD 83)
 KE0869_MARKER: DR = REFERENCE MARK DISK
 KE0869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0869_SP_SET: GUARDRAIL FOUNDATION
 KE0869_STAMPING: CROCO NO 2 1970
 KE0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0869
 KE0869  HISTORY     - Date     Condition        Report By
 KE0869  HISTORY     - 1970     MONUMENTED       NGS
 KE0869
 KE0869                          STATION DESCRIPTION
 KE0869
 KE0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0869'3.8 MI E FROM TOPEKA.
 KE0869'ABOUT 3.05 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0869'HIGHWAY UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, THENCE 0.7
 KE0869'MILE EAST ALONG EAST 21ST STREET, THENCE 0.1 MILE SOUTH ALONG
 KE0869'SOUTH CROCO ROAD, SET IN THE TOP OF THE CONCRETE FOUNDATION FOR
 KE0869'THE WEST GUARDRAIL ON THE ROAD OVERPASS FOR THE KANSAS TURNPIKE,
 KE0869'69.1 FEET SOUTH OF THE NORTH END OF THE OVERPASS, ALMOST
 KE0869'DIRECTLY ABOVE THE CENTER LINE OF THE NORTH LANES OF THE TURNPIKE,
 KE0869'21.80 FEET NORTHWEST OF THE STATION MARK, ABOUT 2 FEET ABOVE
 KE0869'THE LEVEL OF THE STATION MARK, AND ABOUT 1 1/2 FEET ABOVE THE
 KE0869'LEVEL OF THE ROAD.  SECTION 10, T 12S, R 16E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0899 ***********************************************************************
 HG0899  DESIGNATION -  CROFT
 HG0899  PID         -  HG0899
 HG0899  STATE/COUNTY-  KS/KIOWA
 HG0899  USGS QUAD   -  HAVILAND (1968)
 HG0899
 HG0899                         *CURRENT SURVEY CONTROL
 HG0899  ___________________________________________________________________
 HG0899* NAD 83(1997)-  37 31 41.87409(N)    099 03 05.09340(W)     ADJUSTED  
 HG0899* NAVD 88     -       630.     (meters)    2067.     (feet)  SCALED    
 HG0899  ___________________________________________________________________
 HG0899  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HG0899  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 HG0899
 HG0899  HORZ ORDER  -  FIRST
 HG0899
 HG0899.The horizontal coordinates were established by classical geodetic methods
 HG0899.and adjusted by the National Geodetic Survey in October 1998..
 HG0899
 HG0899.The orthometric height was scaled from a topographic map.
 HG0899
 HG0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0899
 HG0899.The geoid height was determined by GEOID03.
 HG0899
 HG0899;                    North         East     Units Scale Factor Converg.
 HG0899;SPC KS S     -   495,772.038   351,261.594   MT  0.99995887   -0 20 19.9
 HG0899;UTM  14      - 4,153,482.085   495,457.155   MT  0.99960025   -0 01 52.8
 HG0899
 HG0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0899!SPC KS S     -   0.99990538  x   0.99995887  =   0.99986426
 HG0899!UTM  14      -   0.99990538  x   0.99960025  =   0.99950567
 HG0899
 HG0899:                Primary Azimuth Mark                     Grid Az
 HG0899:SPC KS S     -  WELLSFORD METHODIST CH SPIRE             012 42 29.0
 HG0899:UTM  14      -  WELLSFORD METHODIST CH SPIRE             012 24 01.9
 HG0899
 HG0899|---------------------------------------------------------------------|
 HG0899| PID    Reference Object                     Distance      Geod. Az  |
 HG0899|                                                           dddmmss.s |
 HG0899| HG0900 WELLSFORD METHODIST CH SPIRE        APPROX.10.0 KM 0122209.1 |
 HG0899| CK8444 CROFT RM 1                           29.775 METERS 09541     |
 HG0899| CK8443 CROFT AZ MK                                        1693833.6 |
 HG0899| CK8446 CROFT RM 3                           14.988 METERS 29510     |
 HG0899| CK8445 CROFT RM 2                           28.545 METERS 34954     |
 HG0899|---------------------------------------------------------------------|
 HG0899
 HG0899                          SUPERSEDED SURVEY CONTROL
 HG0899
 HG0899  NAD 83(1997)-  37 31 41.88182(N)    099 03 05.09338(W) AD(       ) 1
 HG0899  NAD 83(1986)-  37 31 41.87983(N)    099 03 05.08921(W) AD(       ) 1
 HG0899  NAD 27      -  37 31 41.81000(N)    099 03 03.71400(W) AD(       ) 1
 HG0899
 HG0899.Superseded values are not recommended for survey control.
 HG0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0899.See file dsdata.txt to determine how the superseded data were derived.
 HG0899
 HG0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG9545753482(NAD 83)
 HG0899_MARKER: DS = TRIANGULATION STATION DISK
 HG0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0899+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2000
 HG0899
 HG0899  HISTORY     - Date     Condition        Report By
 HG0899  HISTORY     - 1938     MONUMENTED       CGS
 HG0899  HISTORY     - 1969     GOOD             CGS
 HG0899  HISTORY     - 1969     GOOD             CGS
 HG0899  HISTORY     - 20000309 GOOD             LOCENG
 HG0899
 HG0899                          STATION DESCRIPTION
 HG0899
 HG0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0899'STATION IS IN ABOUT CENTRAL PART OF KIOWA COUNTY, ABOUT 6
 HG0899'MILES AIRLINE SOUTH OF WELLSFORD, 8 MILES SOUTHEAST OF HAVILAND,
 HG0899'AND ABOUT 10 MILES SOUTHEAST OF CULLISON.  IT IS IN THE
 HG0899'NORTHEAST QUARTER OF SECTION 15, T29S, R16W.  IT IS ABOUT
 HG0899'200 FEET SOUTHEAST OF AN ABANDONED WHITE SCHOOLHOUSE AND
 HG0899'45 FEET SOUTH SOUTHEAST OF A CONCRETE AND STEEL CATTLE GUARD.
 HG0899'
 HG0899'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0899'BRONZE DISKS SET IN CONCRETE.
 HG0899'
 HG0899'R.M. NO. 1 IS ON THE SOUTH SIDE OF ROAD EAST OF STATION IN
 HG0899'FENCE LINE.  R.M. NO. 2 IS IN THE FENCE LINE ON THE NORTH
 HG0899'SIDE OF ROAD OPPOSITE STATION.
 HG0899'
 HG0899'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF STATION, 45 FEET WEST
 HG0899'OF CENTER OF ROAD AND 1 FOOT EAST OF FENCE.
 HG0899'
 HG0899'STATION IS REACHED FROM WELLSFORD BY GOING WEST ON HIGHWAY
 HG0899'US 54 FOR 1.2 MILES TO A GRAVEL ROAD LEADING SOUTH.  FOLLOW
 HG0899'GRAVEL ROAD SOUTH 6.0 MILES TO A CROSS-ROAD AND A WHITE
 HG0899'SCHOOLHOUSE ON THE RIGHT AND THE STATION IS 200 FEET SOUTH
 HG0899'OF THIS POINT.
 HG0899'
 HG0899'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 HG0899
 HG0899                          STATION RECOVERY (1969)
 HG0899
 HG0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RAP)
 HG0899'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN
 HG0899'GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 HG0899'SEARCHED FOR BUT NOT RECOVERED.
 HG0899'
 HG0899'THE ORIGINAL DESCRIPTION IS OBSOLETE DUE TO CHANGES IN THE ROADS AND
 HG0899'BUILDINGS.
 HG0899'
 HG0899'TO REACH THE STATION FROM WELLSFORD, GO WEST ON U.S. HIGHWAY 54 FOR
 HG0899'1.2 MILES TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH, AND GO 6.5 MILES
 HG0899'TO A SIDE ROAD RIGHT.  TURN RIGHT, WEST, AND GO 0.1 MILE TO A
 HG0899'CATTLE GUARD AND THE STATION ON THE LEFT.
 HG0899'
 HG0899'THE STATION MARK IS 37 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF THE
 HG0899'CATTLE GUARD, 20 FEET SOUTH OF A FENCE, AND 2 FEET EAST OF A METAL
 HG0899'WITNESS POST.
 HG0899'
 HG0899'REFERENCE MARK NO. 1 IS 80 FEET WEST-SOUTHWEST OF A GUYED TELEPHONE
 HG0899'POLE AND 37 FEET SOUTH OF THE FENCE.
 HG0899'
 HG0899'THE STAMPINGS ON THE DISKS ARE CORRECT.
 HG0899'
 HG0899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTH
 HG0899'OF WELLSFORD.
 HG0899
 HG0899                          STATION RECOVERY (1969)
 HG0899
 HG0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HG0899'STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 HG0899'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS NOT
 HG0899'RECOVERED BUT ASSUMED THE MARK IS STILL IN PLACE BUT A WATER TANK
 HG0899'IS PLACED OVER THE MARK.  NO OBSERVATION WAS TAKEN TO THE AZIMUTH
 HG0899'MARK.  THE MARK WAS RECOVERED AFTER OBSERVATIONS WERE TAKEN ON
 HG0899'THE REFERENCE MARKS.  THE DISTANCE TO REFERENCE MARK NO. 1 FAILED
 HG0899'TO CHECK BY +0.11 FEET.
 HG0899'
 HG0899'REFERENCE MARK NO. 3 WAS SET.
 HG0899'
 HG0899'FOLLOWING IS A NEW DESCRIPTION.
 HG0899'
 HG0899'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND THE
 HG0899'MAIN INTERSECTION IN WELLSFORD, GO WEST ON U.S. HIGHWAY 54 FOR 1.35
 HG0899'MILES TO A SURFACED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON A
 HG0899'SURFACED ROAD FOR 6.3 MILES TO A SIDE ROAD ON THE RIGHT AND FARM
 HG0899'BUILDINGS ON THE RIGHT.  (CONTINUE SOUTH ON THE SURFACED ROAD FOR
 HG0899'0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO
 HG0899'WEST ON A GRAVELED ROAD FOR 0.1 MILE TO A CATTLE GUARD AND THE
 HG0899'STATION ON THE LEFT.
 HG0899'
 HG0899'STATION MARK, A STANDARD DISK STAMPED CROFT 1938, IS SET IN THE
 HG0899'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 41
 HG0899'FEET SOUTH OF THE CENTER OF ROAD, 37 FEET SOUTH-SOUTHEAST OF THE
 HG0899'SOUTH END OF A CATTLE GUARD, 20 FEET SOUTH OF A FENCE, AND 2
 HG0899'FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 HG0899'INSPECTED.
 HG0899'
 HG0899'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CROFT NO. 1 1938,
 HG0899'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 HG0899'IT IS 80 FEET WEST-SOUTHWEST OF A GUYED TELEPHONE POLE, 58 FEET
 HG0899'SOUTH OF THE CENTER OF THE ROAD, AND 37 FEET SOUTH OF A FENCE.
 HG0899'
 HG0899'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CROFT 1938 NO. 3
 HG0899'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 HG0899'THE SURFACE OF THE GROUND.  IT IS 33 FEET WEST-SOUTHWEST OF THE
 HG0899'SOUTH-WEST CORNER OF THE CATTLE GUARD, 30.5 FEET WEST OF A T-FENCE
 HG0899'CORNER POST, 21 FEET SOUTH OF THE CENTER OF THE ROAD, AND 0.5
 HG0899'FEET NORTH OF A FENCE.
 HG0899'
 HG0899'AZIMUTH MARK, A STANDARD DISK STAMPED CROFT 1938, IS SET IN THE
 HG0899'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ABOUT
 HG0899'150 FEET SOUTH OF A SECTION LINE FENCE, 40 FEET WEST OF THE CENTER
 HG0899'OF THE SURFACED ROAD, 1 FOOT EAST OF A FENCE, AND 1 FOOT NORTH OF A
 HG0899'METAL WITNESS POST.
 HG0899'
 HG0899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 HG0899'SOUTH OF WELLSFORD.
 HG0899
 HG0899                          STATION RECOVERY (2000)
 HG0899
 HG0899'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 HG0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0639 ***********************************************************************
 JH0639  DESIGNATION -  CROSS
 JH0639  PID         -  JH0639
 JH0639  STATE/COUNTY-  KS/WALLACE
 JH0639  USGS QUAD   -  STOCKHOLM CEMETERY (1968)
 JH0639
 JH0639                         *CURRENT SURVEY CONTROL
 JH0639  ___________________________________________________________________
 JH0639* NAD 83(1997)-  38 43 36.00322(N)    101 53 28.61605(W)     ADJUSTED  
 JH0639* NAVD 88     -      1161.2    (meters)    3810.     (feet)  VERTCON   
 JH0639  ___________________________________________________________________
 JH0639  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 JH0639  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 JH0639
 JH0639  HORZ ORDER  -  FIRST
 JH0639
 JH0639.The horizontal coordinates were established by classical geodetic methods
 JH0639.and adjusted by the National Geodetic Survey in October 1998..
 JH0639
 JH0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0639
 JH0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0639
 JH0639.The geoid height was determined by GEOID03.
 JH0639
 JH0639;                    North         East     Units Scale Factor Converg.
 JH0639;SPC KS N     -    50,933.490    61,723.808   MT  0.99999840   -2 27 43.5
 JH0639;SPC KS S     -   634,003.238   105,153.027   MT  1.00003557   -2 05 02.5
 JH0639;UTM  14      - 4,290,414.609   248,655.006   MT  1.00037802   -1 48 35.1
 JH0639
 JH0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0639!SPC KS N     -   0.99982155  x   0.99999840  =   0.99981995
 JH0639!SPC KS S     -   0.99982155  x   1.00003557  =   0.99985711
 JH0639!UTM  14      -   0.99982155  x   1.00037802  =   1.00019950
 JH0639
 JH0639|---------------------------------------------------------------------|
 JH0639| PID    Reference Object                     Distance      Geod. Az  |
 JH0639|                                                           dddmmss.s |
 JH0639| CM7885 CROSS RM 1                           45.562 METERS 07116     |
 JH0639| CM7884 CROSS AZ MK                                        0884345.2 |
 JH0639| CM7886 CROSS RM 2                           29.237 METERS 18114     |
 JH0639| CM7887 CROSS RM 3                           34.839 METERS 34451     |
 JH0639|---------------------------------------------------------------------|
 JH0639
 JH0639                          SUPERSEDED SURVEY CONTROL
 JH0639
 JH0639  NAD 83(1997)-  38 43 36.00321(N)    101 53 28.61595(W) AD(       ) 1
 JH0639  NAD 83(1986)-  38 43 36.00281(N)    101 53 28.61582(W) AD(       ) 1
 JH0639  NAD 27      -  38 43 35.96637(N)    101 53 26.98049(W) AD(       ) 1
 JH0639  NGVD 29 (07/19/86) 1160.7    (m)         3808.     (f) VERT ANG       
 JH0639
 JH0639.Superseded values are not recommended for survey control.
 JH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0639.See file dsdata.txt to determine how the superseded data were derived.
 JH0639
 JH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH4865590415(NAD 83)
 JH0639_MARKER: DS = TRIANGULATION STATION DISK
 JH0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0639
 JH0639  HISTORY     - Date     Condition        Report By
 JH0639  HISTORY     - 1934     MONUMENTED       CGS
 JH0639  HISTORY     - 1968     GOOD             CGS
 JH0639
 JH0639                          STATION DESCRIPTION
 JH0639
 JH0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JH0639'THE STATION IS ABOUT 10 MILES SSE OF WESKAN, ON A BROAD AND HIGH
 JH0639'RIDGE IN THE SE ANGLE OF A CROSSROADS OF GRADED SECTION LINE
 JH0639'ROADS.  IT IS IN THE NW 40 OF THE NW 1/4 OF SEC. 28, T 15 S,
 JH0639'R 41 W, AND IS ON LAND OWNED BY A MR. SUTTON AND G.W. SHELL OF
 JH0639'GARDEN CITY.
 JH0639'
 JH0639'THE STATION MARK PROJECTS 4 INCHES AND IS 66 FEET S OF THE
 JH0639'CENTER LINE OF THE E AND W GRADED ROAD, 37 FEET S OF A LONE
 JH0639'FENCE CORNER POST, 0.9 MILE DUE S OF A WHITE SCHOOLHOUSE, AND
 JH0639'0.7 MILE DUE S OF A GROUP OF CONCRETE RANCH BUILDINGS.
 JH0639'
 JH0639'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JH0639'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 JH0639'
 JH0639'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS ENE OF THE STATION.
 JH0639'IT IS 16 FEET S OF THE CENTER LINE OF THE ABOVE MENTIONED E AND
 JH0639'W ROAD.
 JH0639'
 JH0639'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND IS S OF THE STATION.
 JH0639'
 JH0639'AZIMUTH MARK PROJECTS 4 INCHES AND IS E OF THE STATION.  IT
 JH0639'IS 18 FEET S OF THE CENTER LINE HERETOFORE MENTIONED E AND W ROAD.
 JH0639'
 JH0639'TO REACH THE STATION FROM WESKAN, (A SMALL TOWN ON U.S. HIGHWAY
 JH0639'40 S, AND THE UNION PACIFIC RAILROAD) GO S ON HIGHWAY 377 FROM
 JH0639'THE JUNCTION OF THAT HIGHWAY AND U.S. HIGHWAY 40 S IN THE E EDGE
 JH0639'OF TOWN 9.6 MILES TO A POINT WHERE HIGHWAY 377 TURNS LEFT.
 JH0639'CONTINUE E ON HIGHWAY 377 1.0 MILE TO A POINT WHERE HIGHWAY 377
 JH0639'TURNS RIGHT, S.  HERE LEAVE HIGHWAY 377 AND CONTINUE STRAIGHT
 JH0639'AHEAD E, ON GRADED SECTION LINE ROAD 3.0 MILES TO A CROSSROADS
 JH0639'AND STATION IN THE SE ANGLE OF THIS INTERSECTION.
 JH0639'
 JH0639'A 35-FOOT STAND WILL CLEAR ALL LINES.
 JH0639
 JH0639                          STATION RECOVERY (1968)
 JH0639
 JH0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JH0639'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE FOUND
 JH0639'DESTROYED.  THE UNDERGROUND STATION MARK, AND THE AZIMUTH MARK
 JH0639'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 JH0639'WAS RECOVERED BUT IS LEANING SLIGHTLY.
 JH0639'
 JH0639'A NEW SURFACE STATION MARK AND REFERENCE MARK NO. 3 WERE SET.
 JH0639'
 JH0639'FOLLOWING IS A NEW DESCRIPTION.
 JH0639'
 JH0639'TO REACH THE STATION FROM THE CROSSROAD WHICH IS 0.1 MILE EAST
 JH0639'OF MAIN STREET AND RAILROAD DEPOT IN WESKAN, GO SOUTH ON A
 JH0639'GRAVELED ROAD FOR 9.85 MILES TO A CROSSROAD.  TURN LEFT AND GO
 JH0639'EAST ON A GRAVELED ROAD FOR 4.05 MILES TO A CROSSROAD AND THE
 JH0639'STATION IN THE SOUTHEAST ANGLE.  (CONTINUE EAST ON THE GRAVELED
 JH0639'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 JH0639'
 JH0639'STATION SURFACE MARK, A STANDARD DISK STAMPED CROSS 1934 1968,
 JH0639'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 3 INCHES
 JH0639'BELOW THE SURFACE OF THE GROUND.  IT IS 77 FEET SOUTH OF THE
 JH0639'CENTER OF THE CROSSROAD, 57 FEET SOUTHWEST OF A TELEPHONE POLE,
 JH0639'16 FEET EAST OF THE CENTER OF A SECTION-LINE ROAD, 11 FEET
 JH0639'WEST OF A WEST LINE OF ELM TREES, AND 5 FEET EAST OF A PROJECTED
 JH0639'FENCE LINE SOUTH OF THE STATION.  THE UNDERGROUND MARK IS SET
 JH0639'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 JH0639'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CROSS 1934.
 JH0639'
 JH0639'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CROSS NO. 2 1934,
 JH0639'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 JH0639'THE SURFACE OF THE GROUND.  IT IS 16 FEET EAST OF THE CENTER
 JH0639'OF THE SECTION-LINE ROAD AND 1 FOOT NORTH OF A METAL WITNESS
 JH0639'POST.
 JH0639'
 JH0639'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CROSS 1934 NO. 3
 JH0639'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JH0639'2 INCHES.  IT IS 34 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 JH0639'ROAD, 32 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, AND
 JH0639'1 FOOT SOUTH OF A POWERLINE POLE.
 JH0639'
 JH0639'AZIMUTH MARK, A STANDARD DISK STAMPED CROSS AZIMUTH 1934, IS
 JH0639'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 JH0639'INCHES.  IT IS 100 FEET EAST OF THE CENTER OF A FIELD ENTRANCE,
 JH0639'47 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 27 FEET SOUTH OF THE
 JH0639'CENTER OF THE EAST-WEST ROAD, AND 1 FOOT WEST OF A METAL WITNESS
 JH0639'POST.
 JH0639'
 JH0639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 JH0639'SSE OF WESKAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0754 ***********************************************************************
 JH0754  DESIGNATION -  CROWDER
 JH0754  PID         -  JH0754
 JH0754  STATE/COUNTY-  KS/SCOTT
 JH0754  USGS QUAD   -  LAKE SCOTT SW (1978)
 JH0754
 JH0754                         *CURRENT SURVEY CONTROL
 JH0754  ___________________________________________________________________
 JH0754* NAD 83(1997)-  38 32 42.91300(N)    100 53 11.84877(W)     ADJUSTED  
 JH0754* NAVD 88     -       924.     (meters)    3031.     (feet)  VERTCON   
 JH0754  ___________________________________________________________________
 JH0754  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 JH0754  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 JH0754
 JH0754  HORZ ORDER  -  FIRST
 JH0754
 JH0754.The horizontal coordinates were established by classical geodetic methods
 JH0754.and adjusted by the National Geodetic Survey in October 1998..
 JH0754
 JH0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0754
 JH0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0754
 JH0754.The geoid height was determined by GEOID03.
 JH0754
 JH0754;                    North         East     Units Scale Factor Converg.
 JH0754;SPC KS S     -   611,164.372   191,962.042   MT  0.99999584   -1 27 59.9
 JH0754;SPC KS N     -    27,536.213   148,383.917   MT  1.00003209   -1 49 35.1
 JH0754;UTM  14      - 4,268,001.948   335,586.614   MT  0.99993290   -1 10 33.2
 JH0754
 JH0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0754!SPC KS S     -   0.99985890  x   0.99999584  =   0.99985474
 JH0754!SPC KS N     -   0.99985890  x   1.00003209  =   0.99989098
 JH0754!UTM  14      -   0.99985890  x   0.99993290  =   0.99979180
 JH0754
 JH0754:                Primary Azimuth Mark                     Grid Az
 JH0754:SPC KS S     -  CROWDER AZ MK                            162 19 06.6
 JH0754:SPC KS N     -  CROWDER AZ MK                            162 40 41.8
 JH0754:UTM  14      -  CROWDER AZ MK                            162 01 39.9
 JH0754
 JH0754|---------------------------------------------------------------------|
 JH0754| PID    Reference Object                     Distance      Geod. Az  |
 JH0754|                                                           dddmmss.s |
 JH0754| CK8450 CROWDER AZ MK                                      1605106.7 |
 JH0754| JH0740 SHALLOW WATER COLLINGWOOD ELEV      APPROX.19.0 KM 1872312.7 |
 JH0754| JH0741 SCOTT CITY WHEATLAND ELEC MAST      APPROX. 7.9 KM 2043108.4 |
 JH0754| JH0755 SCOTT CITY RAD STA KFLA MAST        APPROX. 2.9 KM 2201301.1 |
 JH0754| JH0742 SCOTT CITY KANS NEBR GAS MAST       APPROX.10.6 KM 2295000.9 |
 JH0754| CK8451 CROWDER RM 1                        217.857 METERS 24722     |
 JH0754| CK8452 CROWDER RM 2                        343.661 METERS 32400     |
 JH0754|---------------------------------------------------------------------|
 JH0754
 JH0754                          SUPERSEDED SURVEY CONTROL
 JH0754
 JH0754  NAD 83(1986)-  38 32 42.91664(N)    100 53 11.84759(W) AD(       ) 1
 JH0754  NAD 27      -  38 32 42.85277(N)    100 53 10.30480(W) AD(       ) 1
 JH0754  NGVD 29 (07/19/86)  924.     (m)         3031.     (f) VERT ANG       
 JH0754
 JH0754.Superseded values are not recommended for survey control.
 JH0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0754.See file dsdata.txt to determine how the superseded data were derived.
 JH0754
 JH0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3558768002(NAD 83)
 JH0754_MARKER: DS = TRIANGULATION STATION DISK
 JH0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0754
 JH0754  HISTORY     - Date     Condition        Report By
 JH0754  HISTORY     - 1933     MONUMENTED       CGS
 JH0754  HISTORY     - 1962     GOOD             CGS
 JH0754  HISTORY     - 1963     SEE DESCRIPTION  CGS
 JH0754  HISTORY     - 1968     GOOD             USGS
 JH0754
 JH0754                          STATION DESCRIPTION
 JH0754
 JH0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0754'ABOUT 4 MILES NORTH 17 DEGREES EAST OF SCOTT CITY, 9 MILES
 JH0754'WEST OF MANNING, ON A LOW PROMINENT HILL IN CULTIVATED FIELD,
 JH0754'IN THE SOUTHWEST CORNER OF SEC. 29, T. 17 S., R. 32 W., ON
 JH0754'LAND OWNED BY MRS. CROWDER, WHO LIVES IN SCOTT CITY.  STATION
 JH0754'IS ABOUT 0.1 MILE EAST OF SECTION LINE ROAD AND 12 INCHES
 JH0754'BELOW THE SURFACE OF THE GROUND.
 JH0754'
 JH0754'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF STATION, IN EAST EDGE
 JH0754'OF SECTION LINE ROADWAY AND 20 FEET EAST OF CENTERLINE OF
 JH0754'ROADWAY.
 JH0754'
 JH0754'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION AND 20 FEET EAST
 JH0754'OF CENTERLINE OF SECTION-LINE ROADWAY.
 JH0754'
 JH0754'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION, AND 23 FEET NORTH
 JH0754'OF CENTERLINE OF SECTION-LINE ROADWAY AND 0.25 MILE EAST OF
 JH0754'INTERSECTION OF SECTION-LINE ROADS.
 JH0754'
 JH0754'BENCH MARK P-6 IS 0.7 MILE NORTH-NORTHWEST OF STATION AND 27
 JH0754'FEET WEST OF CENTERLINE OF ROAD, RUNNING ON WEST SIDE OF SEC.
 JH0754'29, T. 17 S., R. 32 W., AND 37 FEET SOUTH OF CENTERLINE OF
 JH0754'U.S. HIGHWAY 83.
 JH0754'
 JH0754'REACHED FROM SCOTT CITY BY GOING NORTH ON MAIN STREET TO
 JH0754'RAILROAD CROSSING, CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 3.7
 JH0754'MILES, LEAVE U.S. HIGHWAY 83, TURN RIGHT AND GO EAST 1.0 MILE
 JH0754'TO SECTION CORNER, TURN LEFT, NORTH, 0.3 MILE, LEAVE ROAD AND
 JH0754'TURN RIGHT, EAST, UP HILL 0.1 MILE TO HIGHEST POINT AND STATION.
 JH0754'
 JH0754'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 JH0754'DESCRIBED.
 JH0754'
 JH0754'HEIGHT OF LIGHT ABOVE STATION MARK - 1.57 METERS.
 JH0754
 JH0754                          STATION RECOVERY (1962)
 JH0754
 JH0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 JH0754'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JH0754'CONDITION.  BENCH MARK P-6 HAS BEEN DESTROYED.  A NEW TO REACH
 JH0754'FOLLOWS--
 JH0754'
 JH0754'TO REACH THE STATION FROM THE POST OFFICE IN SCOTT CITY, GO NORTH ON
 JH0754'U.S. HIGHWAY NO. 83 FOR 3.65 MILES TO A CROSSROADS.  TURN RIGHT AND
 JH0754'GO EAST ON A SECTION LINE ROAD FOR 1.0 MILE TO A CROSSROADS.  TURN
 JH0754'LEFT AND GO NORTH ON A SECTION LINE ROAD FOR 0.3 MILE TO A FIELD
 JH0754'ON THE RIGHT.  TURN RIGHT AND GO EAST ACROSS A FIELD FOR 0.15 MILE
 JH0754'TO THE TOP OF THE HILL AND THE STATION.
 JH0754
 JH0754                          STATION RECOVERY (1963)
 JH0754
 JH0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0754'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED.  THE STATION
 JH0754'MARK IS NOW ONLY 8 INCHES BELOW THE SURFACE AND ALL OTHER MARKS SHOW
 JH0754'SCARS FROM BEING HIT BY FARM MACHINERY.  WITNESS POSTS WERE SET AT
 JH0754'ALL MARKS ABOVE GROUND.  THE REFERENCE MARKS WERE MEASURED BY
 JH0754'TRAVERSE.  THE LAND IS STILL OWNED BY MRS. CROWDER.  A COMPLETE
 JH0754'DESCRIPTION FOLLOWS--
 JH0754'
 JH0754'THE STATION IS LOCATED 10-1/4 MILES WEST-NORTHWEST OF GRIGSTON, 4-1/2
 JH0754'MILES NORTH-NORTHEAST OF SCOTT CITY, AND 1-1/4 MILES EAST OF U.S.
 JH0754'HIGHWAY 83.  IT IS ON A ROUNDED HILL IN FALLOW, CULTIVATED LAND
 JH0754'WHICH IS LOCALLY KNOWN AS THE HIGHEST POINT IN THE COUNTY.
 JH0754'
 JH0754'TO REACH THE STATION FROM THE POST OFFICE IN SCOTT CITY, GO NORTH ON
 JH0754'MAIN STREET (U.S. HIGHWAY 83) FOR 4.0 MILES TO A GRADED, GRAVELED
 JH0754'CROSSROAD WITH GRAIN BINS IN THE SOUTHEAST CORNER.  TURN RIGHT AND
 JH0754'GO EAST THROUGH FARM EQUIPMENT YARD ON UNIMPROVED FIELD ROAD 1.0
 JH0754'MILE TO CROSSROAD AT THE SECTION CORNER.  (THE AZIMUTH MARK IS 0.2
 JH0754'MILE EAST OF THIS CROSSROAD IN FIELD ON LEFT.) TURN LEFT AND GO
 JH0754'NORTH ON FIELD ROAD 0.3 MILE TO REFERENCE MARK 1 ON THE RIGHT.
 JH0754'CONTINUE NORTH 0.2 MILE TO REFERENCE MARK 2 ON THE RIGHT.  FROM
 JH0754'REFERENCE MARK 1 GO EAST-NORTHEAST 0.2 MILE TO THE TOP OF HILL
 JH0754'AND STATION.
 JH0754'
 JH0754'THE STATION MARK IS A STANDARD DISK STAMPED CROWDER 1933 CEMENTED IN
 JH0754'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT SET 8 INCHES BELOW THE
 JH0754'SURFACE OF THE GROUND.
 JH0754'
 JH0754'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CROWDER NO. 1
 JH0754'1933 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JH0754'PROJECTS 5 INCHES ABOVE GROUND.  IT IS 37.5 FEET EAST OF THE CENTER
 JH0754'OF THE FIELD ROAD AND 1.5 FEET NORTH OF A METAL WITNESS POST WITH
 JH0754'SIGN.
 JH0754'
 JH0754'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CROWDER NO. 2
 JH0754'1933 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JH0754'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 31 FEET EAST OF THE CENTER
 JH0754'OF THE FIELD ROAD AND 1.4 FEET EAST-NORTHEAST OF A METAL WITNESS POST
 JH0754'WITH SIGN.
 JH0754'
 JH0754'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED CROWDER AZIMUTH
 JH0754'1933 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 JH0754'PROJECTING 1 INCH ABOVE GROUND.  IT IS 29.5 FEET NORTH OF THE
 JH0754'CENTER OF A FIELD ROAD AND 1.2 FEET EAST-SOUTHEAST OF A METAL
 JH0754'WITNESS POST WITH SIGN.
 JH0754
 JH0754                          STATION RECOVERY (1968)
 JH0754
 JH0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (MEF)
 JH0754'REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS
 JH0754'DESCRIBED.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS AND AZIMUTH
 JH0754'MARK CHECKED.
 JH0754'
 JH0754'THE OLD DESCRIPTION IS ADEQUATE.
 JH0754'
 JH0754'DIRECTION AND DISTANCE ABOUT 9 MILES WEST OF MANNING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0683 ***********************************************************************
 KG0683  DESIGNATION -  CRYSTAL
 KG0683  PID         -  KG0683
 KG0683  STATE/COUNTY-  KS/SMITH
 KG0683  USGS QUAD   -  PORTIS NW (1973)
 KG0683
 KG0683                         *CURRENT SURVEY CONTROL
 KG0683  ___________________________________________________________________
 KG0683* NAD 83(1997)-  39 39 16.97924(N)    098 42 37.66721(W)     ADJUSTED  
 KG0683* NAVD 88     -       541.     (meters)    1775.     (feet)  SCALED    
 KG0683  ___________________________________________________________________
 KG0683  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 KG0683  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 KG0683
 KG0683  HORZ ORDER  -  SECOND
 KG0683
 KG0683.The horizontal coordinates were established by classical geodetic methods
 KG0683.and adjusted by the National Geodetic Survey in October 1998..
 KG0683
 KG0683.The orthometric height was scaled from a topographic map.
 KG0683
 KG0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0683
 KG0683.The geoid height was determined by GEOID03.
 KG0683
 KG0683;                    North         East     Units Scale Factor Converg.
 KG0683;SPC KS N     -   146,931.389   339,028.089   MT  0.99998166   -0 26 58.3
 KG0683;UTM  14      - 4,389,475.318   524,838.833   MT  0.99960760   +0 11 05.2
 KG0683
 KG0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0683!SPC KS N     -   0.99991919  x   0.99998166  =   0.99990085
 KG0683!UTM  14      -   0.99991919  x   0.99960760  =   0.99952682
 KG0683
 KG0683|---------------------------------------------------------------------|
 KG0683| PID    Reference Object                     Distance      Geod. Az  |
 KG0683|                                                           dddmmss.s |
 KG0683| CN9076 CRYSTAL RM 1                         20.590 METERS 04938     |
 KG0683| CN9077 CRYSTAL RM 2                         45.545 METERS 15835     |
 KG0683| KG0681 PORTIS MUNICIPAL TANK               APPROX.10.3 KM 1682010.7 |
 KG0683| KG0684 GAYLORD MUNICIPAL TANK              APPROX.11.8 KM 2674314.9 |
 KG0683| CN9075 CRYSTAL AZ MK                                      2684331.6 |
 KG0683| KG0695 SMITH CENTER STANDPIPE              APPROX.14.8 KM 3372942.5 |
 KG0683|---------------------------------------------------------------------|
 KG0683
 KG0683                          SUPERSEDED SURVEY CONTROL
 KG0683
 KG0683  NAD 83(1997)-  39 39 16.98492(N)    098 42 37.66873(W) AD(       ) 2
 KG0683  NAD 83(1986)-  39 39 16.98646(N)    098 42 37.66802(W) AD(       ) 2
 KG0683  NAD 27      -  39 39 16.94700(N)    098 42 36.40600(W) AD(       ) 2
 KG0683
 KG0683.Superseded values are not recommended for survey control.
 KG0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0683.See file dsdata.txt to determine how the superseded data were derived.
 KG0683
 KG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2483989475(NAD 83)
 KG0683_MARKER: DS = TRIANGULATION STATION DISK
 KG0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0683
 KG0683  HISTORY     - Date     Condition        Report By
 KG0683  HISTORY     - 1950     MONUMENTED       CGS
 KG0683
 KG0683                          STATION DESCRIPTION
 KG0683
 KG0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0683'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTH AND 4.0 MILES EAST
 KG0683'OF SMITH CENTER AND 6.25 MILES NORTH AND 1.0 MILE WEST OF PORTIS
 KG0683'IN THE SOUTHEAST CORNER OF A SCHOOL YARD.  IT IS 120.0 FEET
 KG0683'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOL HOUSE, 85.0
 KG0683'FEET SOUTH-SOUTHEAST OF A WELL, AND 47.0 FEET NORTH OF THE CENTER
 KG0683'OF A GRADED ROAD, AND 28.0 FEET WEST OF THE CENTER OF A GRADED
 KG0683'ROAD AND 1.5 FEET EAST OF A WITNESS POST.  IT IS SET FLUSH AND
 KG0683'IS STAMPED CRYSTAL 1950.
 KG0683'
 KG0683'REFERENCE MARK NO. 1 IS SET IN A HEDGEROW, 23.0 FEET EAST OF THE
 KG0683'CENTER OF A GRADED ROAD AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS
 KG0683'2 INCHES AND IS STAMPED CRYSTAL NO 1 1950.
 KG0683'
 KG0683'REFERENCE MARK NO. 2 IS 93.0 FEET SOUTH OF THE CENTER OF A GRADED
 KG0683'ROAD, 58.0 FEET SOUTH OF A FENCE CORNER, AND 25.0 FEET EAST OF
 KG0683'A GRADED ROAD AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 4
 KG0683'INCHES AND IS STAMPED CRYSTAL NO 2 1950.
 KG0683'
 KG0683'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KG0683'IS 182.9 FEET.
 KG0683'
 KG0683'THE AZIMUTH MARK IS 150.0 FEET NORTH OF A WINDMILL, 78.0 FEET
 KG0683'EAST-NORTHEAST OF A LONE CEDAR TREE, AND 33.0 FEET SOUTH OF THE
 KG0683'CENTER OF A GRADED ROAD, AND 12.0 FEET WEST OF THE CENTER OF A
 KG0683'WIRE GATE AND FARM DRIVEWAY, AND 1.5 FEET NORTH OF A FENCE AND 1.5
 KG0683'FEET EAST OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 KG0683'CRYSTAL 1950.
 KG0683'
 KG0683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 36 AND
 KG0683'U.S. HIGHWAY NO. 281 JUST NORTH OF THE RAILROAD DEPOT IN SMITH
 KG0683'CENTER, GO SOUTH ON U.S. HIGHWAY NO. 281 FOR 8.5 MILES TO A
 KG0683'CROSSROAD, HERE TURN LEFT AND GO EAST ON A GRADED ROAD FOR 3.4
 KG0683'MILES TO A DRIVEWAY ON THE RIGHT INTO A FARM YARD AND THE AZIMUTH
 KG0683'MARK AS DESCRIBED, CONTINUE EAST ON A GRADED ROAD FOR 0.6 MILE
 KG0683'TO A SCHOOL IN THE NORTHWEST ANGLE AND THE STATION AS DESCRIBED.
 KG0683'
 KG0683'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0833 ***********************************************************************
 KF0833  DESIGNATION -  CUBA
 KF0833  PID         -  KF0833
 KF0833  STATE/COUNTY-  KS/REPUBLIC
 KF0833  USGS QUAD   -  CUBA (1966)
 KF0833
 KF0833                         *CURRENT SURVEY CONTROL
 KF0833  ___________________________________________________________________
 KF0833* NAD 83(1997)-  39 47 55.29012(N)    097 27 45.66946(W)     ADJUSTED  
 KF0833* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 KF0833  ___________________________________________________________________
 KF0833  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 KF0833  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 KF0833
 KF0833  HORZ ORDER  -  THIRD
 KF0833
 KF0833.The horizontal coordinates were established by classical geodetic methods
 KF0833.and adjusted by the National Geodetic Survey in October 1998..
 KF0833
 KF0833.The orthometric height was scaled from a topographic map.
 KF0833
 KF0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0833
 KF0833.The geoid height was determined by GEOID03.
 KF0833
 KF0833;                    North         East     Units Scale Factor Converg.
 KF0833;SPC KS N     -   162,814.079   446,017.619   MT  1.00000253   +0 20 23.9
 KF0833;UTM  14      - 4,406,544.686   631,612.086   MT  0.99981325   +0 59 03.0
 KF0833
 KF0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0833!SPC KS N     -   0.99992812  x   1.00000253  =   0.99993065
 KF0833!UTM  14      -   0.99992812  x   0.99981325  =   0.99974138
 KF0833
 KF0833|---------------------------------------------------------------------|
 KF0833| PID    Reference Object                     Distance      Geod. Az  |
 KF0833|                                                           dddmmss.s |
 KF0833| KF0834 CUBA 2                               44.136 METERS 04534     |
 KF0833| CN9078 CUBA AZ MK                                         1773511.2 |
 KF0833| CN9079 CUBA RM 1                             8.855 METERS 25638     |
 KF0833| CN9080 CUBA RM 2                             7.935 METERS 35129     |
 KF0833|---------------------------------------------------------------------|
 KF0833
 KF0833                          SUPERSEDED SURVEY CONTROL
 KF0833
 KF0833  NAD 83(1997)-  39 47 55.29236(N)    097 27 45.66982(W) AD(       ) 3
 KF0833  NAD 83(1986)-  39 47 55.29597(N)    097 27 45.66916(W) AD(       ) 3
 KF0833  NAD 27      -  39 47 55.28400(N)    097 27 44.54400(W) AD(       ) 3
 KF0833
 KF0833.Superseded values are not recommended for survey control.
 KF0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0833.See file dsdata.txt to determine how the superseded data were derived.
 KF0833
 KF0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK3161206545(NAD 83)
 KF0833_MARKER: DS = TRIANGULATION STATION DISK
 KF0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0833
 KF0833  HISTORY     - Date     Condition        Report By
 KF0833  HISTORY     - 1950     MONUMENTED       CGS
 KF0833  HISTORY     - 1955     SEE DESCRIPTION  CGS
 KF0833  HISTORY     - 1966     MARK NOT FOUND   USGS
 KF0833
 KF0833                          STATION DESCRIPTION
 KF0833
 KF0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0833'THE STATION IS LOCATED ABOUT 0.3 MILE SOUTHWEST OF THE CENTER OF
 KF0833'TOWN AND ABOUT 0.05 MILE SOUTHWEST OF THE SCHOOL HOUSE IN THE
 KF0833'SOUTHWEST ANGLE OF CROSSROAD.  IT IS 47-1/2 FEET NORTH OF THE
 KF0833'NORTH RAIL OF THE RAILROAD TRACKS, 60 FEET SOUTH OF THE CENTER
 KF0833'OF EAST-WEST CROSSROAD, 24 FEET WEST OF THE CENTER OF NORTH-SOUTH
 KF0833'ROAD AND 7 FEET NORTH OF A TRIANGULAR BLAZED TELEPHONE POLE.
 KF0833'IT IS STAMPED CUBA 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KF0833'
 KF0833'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 21 FEET
 KF0833'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS.  IT IS STAMPED
 KF0833'CUBA NO 1 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KF0833'
 KF0833'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 33 FEET
 KF0833'SOUTH OF THE CENTER OF EAST-WEST ROAD AND 30 FEET WEST OF THE
 KF0833'CENTER OF NORTH-SOUTH ROAD.  IT IS STAMPED CUBA NO 2 1950 AND
 KF0833'SET FLUSH WITH THE GROUND SURFACE.
 KF0833'
 KF0833'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 40.63 FEET.
 KF0833'
 KF0833'THE AZIMUTH MARK IS ABOUT 0.25 MILE SOUTH OF THE STATION,
 KF0833'33 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD, 1 FOOT WEST
 KF0833'OF NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH OF WITNESS POST.
 KF0833'IT IS STAMPED CUBA 1950 AND PROJECTS 4 INCHES.  TO REACH FROM
 KF0833'THE STATION, GO SOUTH ON GRADED ROAD FOR 0.25 MILE TO THE MARK
 KF0833'ON THE EAST SIDE AS DESCRIBED.
 KF0833'
 KF0833'TO REACH THE STATION FROM THE CITY HALL IN CUBA, GO SOUTH 1
 KF0833'BLOCK, TURN RIGHT AND GO WEST FOR 0.25 MILE TO CROSSROAD SCHOOL
 KF0833'HOUSE IN NORTHEAST ANGLE AND STATION IN SOUTHWEST ANGLE AS
 KF0833'DESCRIBED.
 KF0833'
 KF0833'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0833
 KF0833                          STATION RECOVERY (1955)
 KF0833
 KF0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 KF0833'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KF0833'IN GOOD CONDITION.  ROAD CONSTRUCTION WOULD DESTROY THE STATION
 KF0833'AND BOTH REFERENCE MARKS.  THEY WERE MOVED AT THE REQUEST OF
 KF0833'THE KANSAS STATE HIGHWAY COMMISSION, AND CUBA 2 WAS ESTABLISHED.
 KF0833'FOR DETAILS, SEE THE DESCRIPTION OF CUBA 2 1955.
 KF0833
 KF0833                          STATION RECOVERY (1966)
 KF0833
 KF0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KF0833'AFTER A THOROUGH SEARCH BENCH MARK WAS NOT FOUND AND WAS
 KF0833'PROBABLY DESTROYED DUE TO ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0834 ***********************************************************************
 KF0834  DESIGNATION -  CUBA 2
 KF0834  PID         -  KF0834
 KF0834  STATE/COUNTY-  KS/REPUBLIC
 KF0834  USGS QUAD   -  CUBA (1966)
 KF0834
 KF0834                         *CURRENT SURVEY CONTROL
 KF0834  ___________________________________________________________________
 KF0834* NAD 83(1997)-  39 47 56.29206(N)    097 27 44.34481(W)     ADJUSTED  
 KF0834* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 KF0834  ___________________________________________________________________
 KF0834  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 KF0834  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 KF0834
 KF0834  HORZ ORDER  -  THIRD
 KF0834
 KF0834.The horizontal coordinates were established by classical geodetic methods
 KF0834.and adjusted by the National Geodetic Survey in October 1998..
 KF0834.No horizontal observational check was made to the station.
 KF0834
 KF0834.The orthometric height was scaled from a topographic map.
 KF0834
 KF0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0834
 KF0834.The geoid height was determined by GEOID03.
 KF0834
 KF0834;                    North         East     Units Scale Factor Converg.
 KF0834;SPC KS N     -   162,845.167   446,048.948   MT  1.00000257   +0 20 24.7
 KF0834;UTM  14      - 4,406,576.119   631,643.058   MT  0.99981335   +0 59 03.9
 KF0834
 KF0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0834!SPC KS N     -   0.99992812  x   1.00000257  =   0.99993069
 KF0834!UTM  14      -   0.99992812  x   0.99981335  =   0.99974148
 KF0834
 KF0834|---------------------------------------------------------------------|
 KF0834| PID    Reference Object                     Distance      Geod. Az  |
 KF0834|                                                           dddmmss.s |
 KF0834| CN9082 CUBA 2 RM 3                          24.436 METERS 09741     |
 KF0834| CN9081 CUBA 2 AZ MK RESET                                 1813951.3 |
 KF0834| CN9078 CUBA AZ MK                                         1815926.3 |
 KF0834| KF0833 CUBA                                 44.136 METERS 22534     |
 KF0834| CN9083 CUBA 2 RM 4                          12.652 METERS 26904     |
 KF0834| KF0918 MUNDEN MUNICIPAL TANK               APPROX.14.4 KM 3325132.4 |
 KF0834|---------------------------------------------------------------------|
 KF0834
 KF0834                          SUPERSEDED SURVEY CONTROL
 KF0834
 KF0834  NAD 83(1997)-  39 47 56.29430(N)    097 27 44.34518(W) AD(       ) 3
 KF0834  NAD 83(1986)-  39 47 56.29790(N)    097 27 44.34452(W) AD(       ) 3
 KF0834  NAD 27      -  39 47 56.28600(N)    097 27 43.21900(W) AD(       ) 3
 KF0834
 KF0834.Superseded values are not recommended for survey control.
 KF0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0834.See file dsdata.txt to determine how the superseded data were derived.
 KF0834
 KF0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK3164306576(NAD 83)
 KF0834_MARKER: DS = TRIANGULATION STATION DISK
 KF0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0834
 KF0834  HISTORY     - Date     Condition        Report By
 KF0834  HISTORY     - 1955     MONUMENTED       CGS
 KF0834  HISTORY     - 1965     GOOD             CGS
 KF0834
 KF0834                          STATION DESCRIPTION
 KF0834
 KF0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 KF0834'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE TOWN OF
 KF0834'CUBA IN THE SOUTHWEST CORNER OF THE CUBA SCHOOL GROUNDS,
 KF0834'167 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CUBA SCHOOL,
 KF0834'92 FEET WEST OF A GAS METER, 64 FEET SOUTHWEST OF THE SOUTHWEST
 KF0834'CORNER OF SCHOOL SHOP, 43 FEET EAST OF A CONCRETE RIGHT-OF-WAY
 KF0834'MARKER, 42 FEET NORTH OF THE CENTER OF GRAVEL ROAD, AND 32 FEET
 KF0834'WEST-NORTHWEST OF A TELEPHONE POLE.  THE MARK IS 2 INCHES BELOW
 KF0834'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CUBA 2 1955.
 KF0834'
 KF0834'REFERENCE MARK NO. 3 IS 65 FEET SOUTH OF THE SOUTHEAST CORNER
 KF0834'OF SCHOOL SHOP, 30 FEET NORTH OF THE CENTER OF GRAVEL ROAD, AND
 KF0834'12 FEET WEST OF A GAS METER.  THE MARK PROJECTS 4 INCHES AND
 KF0834'THE DISK IS STAMPED CUBA 2 NO 3 1955.
 KF0834'
 KF0834'REFERENCE MARK NO. 4 IS 51 FEET EAST OF THE CENTER OF
 KF0834'HARD-SURFACED ROAD, 42 FEET NORTH OF THE CENTER OF GRAVEL ROAD,
 KF0834'AND 1 FOOT EAST OF A CONCRETE RIGHT-OF-WAY MARKER.  THE MARK
 KF0834'PROJECTS 2 INCHES AND THE DISK IS STAMPED CUBA 2 NO 4 1955.
 KF0834'
 KF0834'AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF GRAVEL ROAD,
 KF0834'1 FOOT WEST OF A FENCE, AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 KF0834'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CUBA 1950.
 KF0834'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVEL
 KF0834'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KF0834'
 KF0834'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF0834
 KF0834                          STATION RECOVERY (1965)
 KF0834
 KF0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0834'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 KF0834'RECOVERED, THE AZIMUTH MARK HAS BEEN HIT BY MACHINERY, BY
 KF0834'REQUEST OF THE STATE HIGHWAY DEPARTMENT, THE AZIMUTH MARK WAS
 KF0834'RECOVERED AND A NEW AZIMUTH MARK WAS ESTABLISHED.  THE SCHOOL
 KF0834'HOUSE AT THE STATION LOCATION HAS ALSO BEEN REMOVED.
 KF0834'
 KF0834'THE STATION IS IN THE SOUTHERN EDGE OF THE OLD SCHOOL YARD,
 KF0834'93 FEET EAST OF CENTER LINE OF THE ROAD, 43 FEET NORTH OF THE
 KF0834'CENTER LINE OF THE ROAD AND 43 FEET EAST OF THE ROAD RIGHT-OF-WAY
 KF0834'CONCRETE POST.  A STANDARD DISK, STAMPED CUBA 2 1955, IN THE
 KF0834'TOP OF A CONCRETE MONUMENT ABOUT 4-INCHES BELOW SURFACE OF THE
 KF0834'GROUND.
 KF0834'
 KF0834'REFERENCE MARK NO. 3 IS 34 FEET NORTH OF CENTER LINE OF THE
 KF0834'ROAD, 9 FEET WEST OF A GAS LINE PIPE STAND.  A STANDARD DISK,
 KF0834'STAMPED, CUBA 2 1955, IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 KF0834'4-INCHES ABOVE THE GROUND.
 KF0834'
 KF0834'REFERENCE MARK NO. 4 IS 52 FEET EAST OF CENTER LINE OF ROAD,
 KF0834'44 FEET NORTH OF CENTER LINE OF ROAD AND 1.5 FOOT EAST OF THE ROAD
 KF0834'RIGHT-OF-WAY CONCRETE POST.  A STANDARD DISK, STAMPED, CUBA 2
 KF0834'NO 4 1955, IN THE TOP OF A CONCRETE MONUMENT AND PROJECTING
 KF0834'3-INCHES ABOVE THE GROUND.
 KF0834'
 KF0834'AZIMUTH MARK IS 0.25 MILE SOUTH OF THE STATION, 44 FEET EAST OF
 KF0834'CENTER LINE OF THE ROAD, 3 FEET NORTH OF A POWER LINE POLE AND
 KF0834'1.5 FOOT SOUTH OF A METAL WITNESS POST.  A STANDARD DISK,
 KF0834'STAMPED, CUBA 2 RESET 1965, IN THE TOP OF A CONCRETE MONUMENT
 KF0834'PROJECTING 4-INCHES ABOVE THE GROUND.
 KF0834'
 KF0834'NOTE- SINCE THE OLD AZIMUTH MARK HAD BEEN HIT BY MACHINERY,
 KF0834'THE COMPUTATIONS FOR DETERMINATION OF THE AZIMUTH FOR THE NEW
 KF0834'AZIMUTH MARK SHOULD BE BASED ON THE MUNDEN, MUNICIPAL WATER TANK.
 KF0834'
 KF0834'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN SOUTHWEST
 KF0834'PART OF CUBA
 KF0834'
 KF0834'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0832 ***********************************************************************
 KF0832  DESIGNATION -  CUBA MUNICIPAL TANK
 KF0832  PID         -  KF0832
 KF0832  STATE/COUNTY-  KS/REPUBLIC
 KF0832  USGS QUAD   -  CUBA (1966)
 KF0832
 KF0832                         *CURRENT SURVEY CONTROL
 KF0832  ___________________________________________________________________
 KF0832* NAD 83(1997)-  39 48 08.82196(N)    097 27 17.15990(W)     ADJUSTED  
 KF0832* NAVD 88     -                                                        
 KF0832  ___________________________________________________________________
 KF0832  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KF0832  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 KF0832
 KF0832  HORZ ORDER  -  THIRD
 KF0832
 KF0832.The horizontal coordinates were established by classical geodetic methods
 KF0832.and adjusted by the National Geodetic Survey in October 1998..
 KF0832
 KF0832
 KF0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0832
 KF0832.The geoid height was determined by GEOID03.
 KF0832
 KF0832;                    North         East     Units Scale Factor Converg.
 KF0832;SPC KS N     -   163,235.474   446,693.339   MT  1.00000316   +0 20 41.9
 KF0832;UTM  14      - 4,406,973.572   632,282.898   MT  0.99981543   +0 59 21.5
 KF0832
 KF0832                          SUPERSEDED SURVEY CONTROL
 KF0832
 KF0832  NAD 83(1997)-  39 48 08.82451(N)    097 27 17.15859(W) AD(       ) 4
 KF0832  NAD 83(1986)-  39 48 08.82779(N)    097 27 17.15868(W) AD(       ) 4
 KF0832  NAD 27      -  39 48 08.82200(N)    097 27 16.02500(W) AD(       ) 3
 KF0832
 KF0832.Superseded values are not recommended for survey control.
 KF0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0832.See file dsdata.txt to determine how the superseded data were derived.
 KF0832
 KF0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK3228306974(NAD 83)
 KF0832_MARKER: 53 = ELEVATED TANK
 KF0832
 KF0832  HISTORY     - Date     Condition        Report By
 KF0832  HISTORY     - 1935     FIRST OBSERVED   CGS
 KF0832  HISTORY     - 1950     GOOD             CGS
 KF0832
 KF0832                          STATION DESCRIPTION
 KF0832
 KF0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0832'POINT OBSERVED UPON WAS THE FINIAL OF THE SILVER, MUNICIPAL
 KF0832'WATER TANK LOCATED IN THE CENTRAL PART OF TOWN OF CUBA.  IT
 KF0832'IS APPROXIMATELY 100 FEET HIGH.
 KF0832'
 KF0832'OBSERVED UPON FROM STATIONS WAN, GRANT, HADDAM, AND HOFF.
 KF0832
 KF0832                          STATION RECOVERY (1950)
 KF0832
 KF0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0832'THE STATION IS LOCATED IN THE EAST EDGE OF CUBA, 100 FEET
 KF0832'EAST OF A NORTH-SOUTH STREET WITH A T-INTERSECTION GOING
 KF0832'WEST.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 KF0832'PROPER WITH AN OVERALL HEIGHT OF 120 FEET.  IT HAS CUBA
 KF0832'ON THE NORTH AND SOUTH SIDES OF THE TANK.  THE POINT OBSERVED
 KF0832'UPON WAS A BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0877 ***********************************************************************
 HG0877  DESIGNATION -  CULLISON
 HG0877  PID         -  HG0877
 HG0877  STATE/COUNTY-  KS/PRATT
 HG0877  USGS QUAD   -  CULLISON (1968)
 HG0877
 HG0877                         *CURRENT SURVEY CONTROL
 HG0877  ___________________________________________________________________
 HG0877* NAD 83(1997)-  37 39 34.04671(N)    098 53 20.76865(W)     ADJUSTED  
 HG0877* NAVD 88     -       624.     (meters)    2047.     (feet)  SCALED    
 HG0877  ___________________________________________________________________
 HG0877  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 HG0877  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 HG0877
 HG0877  HORZ ORDER  -  FIRST
 HG0877
 HG0877.The horizontal coordinates were established by classical geodetic methods
 HG0877.and adjusted by the National Geodetic Survey in October 1998..
 HG0877
 HG0877.The orthometric height was scaled from a topographic map.
 HG0877
 HG0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0877
 HG0877.The geoid height was determined by GEOID03.
 HG0877
 HG0877;                    North         East     Units Scale Factor Converg.
 HG0877;SPC KS S     -   510,256.040   365,668.699   MT  0.99994602   -0 14 20.8
 HG0877;UTM  14      - 4,168,037.992   509,781.366   MT  0.99960118   +0 04 03.9
 HG0877
 HG0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0877!SPC KS S     -   0.99990631  x   0.99994602  =   0.99985233
 HG0877!UTM  14      -   0.99990631  x   0.99960118  =   0.99950752
 HG0877
 HG0877:                Primary Azimuth Mark                     Grid Az
 HG0877:SPC KS S     -  PRATT MUNICIPAL AIRPORT TANK             069 11 31.2
 HG0877:UTM  14      -  PRATT MUNICIPAL AIRPORT TANK             068 53 06.5
 HG0877
 HG0877|---------------------------------------------------------------------|
 HG0877| PID    Reference Object                     Distance      Geod. Az  |
 HG0877|                                                           dddmmss.s |
 HG0877| HG0869 PRATT MUNICIPAL AIRPORT TANK        APPROX.13.9 KM 0685710.4 |
 HG0877| CK8456 CULLISON RM 1                        53.970 METERS 07159     |
 HG0877| CK8455 CULLISON AZ MK 3                                   0880653.4 |
 HG0877| CK8454 CULLISON AZ MK 2                                   2670104.0 |
 HG0877| CK8453 CULLISON AZ MK                                     2695446.2 |
 HG0877| CK8457 CULLISON RM 2                        44.352 METERS 29143     |
 HG0877|---------------------------------------------------------------------|
 HG0877
 HG0877                          SUPERSEDED SURVEY CONTROL
 HG0877
 HG0877  NAD 83(1997)-  37 39 34.05379(N)    098 53 20.76943(W) AD(       ) 1
 HG0877  NAD 83(1986)-  37 39 34.05275(N)    098 53 20.76684(W) AD(       ) 1
 HG0877  NAD 27      -  37 39 33.98600(N)    098 53 19.41400(W) AD(       ) 1
 HG0877
 HG0877.Superseded values are not recommended for survey control.
 HG0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0877.See file dsdata.txt to determine how the superseded data were derived.
 HG0877
 HG0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG0978168038(NAD 83)
 HG0877_MARKER: DS = TRIANGULATION STATION DISK
 HG0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0877
 HG0877  HISTORY     - Date     Condition        Report By
 HG0877  HISTORY     - 1938     MONUMENTED       CGS
 HG0877  HISTORY     - 1952     GOOD             CGS
 HG0877  HISTORY     - 1953     GOOD             CGS
 HG0877
 HG0877                          STATION DESCRIPTION
 HG0877
 HG0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0877'STATION IS LOCATED ABOUT 2.5 MILES AIRLINE NORTHEAST OF
 HG0877'CULLISON AND 2 MILES NORTH OF HIGHWAY U.S. 54 IN THE NORTHEAST
 HG0877'QUARTER OF SECTION 31, T 27 S, R 14 W, ON PROPERTY OF MR.
 HG0877'CASSAMAN OF PRATT.  IT IS ON THE NORTH SIDE OF A CULTIVATED
 HG0877'FIELD ABOUT 0.1 MILE EAST OF A MR. HEIMULLERS HOME AND 30
 HG0877'FEET SOUTH OF CENTER LINE OF ROAD AND 0.1 MILE WEST OF THE
 HG0877'NORTHEAST CORNER OF SECTION.
 HG0877'
 HG0877'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0877'BRONZE DISKS SET IN CONCRETE.
 HG0877'
 HG0877'THE AZIMUTH MARK IS 0.9 MILE WEST OF THE STATION IN THE
 HG0877'FENCE CORNER IN THE SOUTHEAST CORNER OF ROAD INTERSECTION.
 HG0877'
 HG0877'TO REACH FROM CULLISON, START FROM THE CORNER WHERE U.S.
 HG0877'54 TURNS SOUTH.  GO NORTH 2.0 MILES TO CROSSROAD THENCE
 HG0877'EAST 0.9 MILE TO STATION.
 HG0877'
 HG0877'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HG0877
 HG0877                          STATION RECOVERY (1952)
 HG0877
 HG0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (WRH)
 HG0877'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HG0877'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RESET DUE TO ROAD
 HG0877'CONSTRUCTION IN THE AREA AND R.M. 2 SEEMS TO HAVE BEEN DISTURBED
 HG0877'BY FARMING EQUIPMENT.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 HG0877'
 HG0877'THE STATION IS LOCATED ALONG THE S SIDE OF AN E-W FARM ROAD
 HG0877'IN A CULTIVATED FIELD.  IT IS LOCATED AIR LINE ABOUT 2-1/2
 HG0877'MILES NE OF CULLISON AND ABOUT 2 MILES N OF U.S. HIGHWAY 54.
 HG0877'THE MARK IS IN THE NE QUARTER OF SEC. 31, T. 27 S., R. 14 W.,
 HG0877'ON THE PROPERTY OF MR. CASSAMAN WHO LIVES IN PRATT.
 HG0877'
 HG0877'STATION MARK IS A STANDARD DISK, STAMPED CULLISON 1938,
 HG0877'SET IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12
 HG0877'INCHES IN DIAMETER AND IS ABOUT 18 INCHES BELOW THE SURFACE
 HG0877'OF THE GROUND.  IT IS 30 FEET S OF THE CENTER LINE OF A
 HG0877'FARM ROAD, 12 FEET SE OF A POWER-LINE POLE, AND 12 FEET
 HG0877'S OF THE N EDGE OF A CULTIVATED FIELD.
 HG0877'
 HG0877'R.M. 1 IS A STANDARD DISK, STAMPED CULLISON NO 1 1938, SET
 HG0877'IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 HG0877'IN DIAMETER AND IS ABOUT FLUSH WITH THE GROUND.  IT IS 33
 HG0877'FEET N OF THE CENTER LINE OF A FARM ROAD, ABOUT 2-1/2 FEET
 HG0877'LOWER THAN THE STATION, AND IS IN AN E-W FENCE LINE.
 HG0877'
 HG0877'R.M. 2 IS A STANDARD DISK, STAMPED CULLISON NO 2 1938, SET
 HG0877'IN TOP OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 HG0877'IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 HG0877'IT IS 31 FEET N OF THE CENTER LINE OF A FARM ROAD, ABOUT
 HG0877'2 FEET LOWER THAN THE STATION, AND IS IN AN E-W FENCE LINE.
 HG0877'
 HG0877'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CULLISON 1938
 HG0877'RESET, SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 HG0877'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 35
 HG0877'FEET E OF THE CENTER LINE OF A FARM ROAD, 4.5 FEET E OF
 HG0877'A POWER-LINE POLE, AND IS IN A N-S ELECTRIC FENCE LINE.
 HG0877'
 HG0877'THE STATION FROM THE RIGHT-ANGLE TURN OF U.S. HIGHWAY 54
 HG0877'IN CULLISON, CROSS THE RAILROAD TRACK AND GO N ON THE
 HG0877'DIRT FARM ROAD FOR 1.9 MILES TO A POWER-LINE POLE ON THE
 HG0877'RIGHT (E) SIDE OF THE ROAD AND THE AZIMUTH MARK.  CONTINUE
 HG0877'N FOR 0.1 MILE TO A T-ROAD, TURN RIGHT AND GO E FOR 0.9
 HG0877'MILE TO A POWER-LINE POLE WITH A TRIANGLE BLAZE ON THE RIGHT
 HG0877'(S) SIDE OF THE ROAD AND THE STATION.
 HG0877'
 HG0877'NOTE- A DISCREPANCY IN THE MEASUREMENTS WAS NOTED AND CHECKED
 HG0877'IN THE FIELD.
 HG0877
 HG0877                          STATION RECOVERY (1953)
 HG0877
 HG0877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0877'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED
 HG0877'AS DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK HAD
 HG0877'BEEN MOVED BY ROAD GRADERS AND A NEW MARK WAS SET.  A POWER-LINE
 HG0877'HAD BEEN ERECTED OVER THE STATION MARK AND IT WAS NECESSARY
 HG0877'TO BUILD THE TOWER OVER REFERENCE MARK NO. 1 AND OCCUPY
 HG0877'THE STATION ECCENTRICALLY.
 HG0877'
 HG0877'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE
 HG0877'DIRT ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 HG0877'DESCRIBED.
 HG0877'
 HG0877'THE AZIMUTH MARK IS 27 FEET NORTH OF THE DIRT ROAD AND 2
 HG0877'FEET WEST OF A 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 HG0877'6 INCHES AND THE DISK IS STAMPED CULLISON 1938 RESET 1953.
 HG0877'
 HG0877'HEIGHT OF LIGHT ABOVE STATION MARK, 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0887 ***********************************************************************
 KF0887  DESIGNATION -  CULVER 2
 KF0887  PID         -  KF0887
 KF0887  STATE/COUNTY-  KS/OTTAWA
 KF0887  USGS QUAD   -  MINNEAPOLIS SOUTH (1980)
 KF0887
 KF0887                         *CURRENT SURVEY CONTROL
 KF0887  ___________________________________________________________________
 KF0887* NAD 83(1997)-  39 00 59.45330(N)    097 43 21.79563(W)     ADJUSTED  
 KF0887* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 KF0887  ___________________________________________________________________
 KF0887  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 KF0887  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 KF0887
 KF0887  HORZ ORDER  -  THIRD
 KF0887
 KF0887.The horizontal coordinates were established by classical geodetic methods
 KF0887.and adjusted by the National Geodetic Survey in October 1998..
 KF0887.No horizontal observational check was made to the station.
 KF0887
 KF0887.The orthometric height was scaled from a topographic map.
 KF0887
 KF0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0887
 KF0887.The geoid height was determined by GEOID03.
 KF0887
 KF0887;                    North         East     Units Scale Factor Converg.
 KF0887;SPC KS N     -    75,877.228   424,013.223   MT  0.99996516   +0 10 31.6
 KF0887;UTM  14      - 4,319,385.263   610,578.033   MT  0.99975056   +0 48 15.1
 KF0887
 KF0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0887!SPC KS N     -   0.99993950  x   0.99996516  =   0.99990466
 KF0887!UTM  14      -   0.99993950  x   0.99975056  =   0.99969008
 KF0887
 KF0887|---------------------------------------------------------------------|
 KF0887| PID    Reference Object                     Distance      Geod. Az  |
 KF0887|                                                           dddmmss.s |
 KF0887| CN9088 CULVER 2 RM 3                        17.377 METERS 08900     |
 KF0887| KF0886 CULVER RESET                         33.106 METERS 17252     |
 KF0887| CN9087 CULVER RM 2                          56.467 METERS 17516     |
 KF0887| CN9084 CULVER AZ MK                                       2635632.0 |
 KF0887| KF0897 TESCOTT MUNICIPAL TANK              APPROX.13.2 KM 2664409.3 |
 KF0887|---------------------------------------------------------------------|
 KF0887
 KF0887                          SUPERSEDED SURVEY CONTROL
 KF0887
 KF0887  NAD 83(1986)-  39 00 59.46284(N)    097 43 21.79469(W) AD(       ) 3
 KF0887  NAD 27      -  39 00 59.45900(N)    097 43 20.66600(W) AD(       ) 3
 KF0887
 KF0887.Superseded values are not recommended for survey control.
 KF0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0887.See file dsdata.txt to determine how the superseded data were derived.
 KF0887
 KF0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1057819385(NAD 83)
 KF0887_MARKER: DS = TRIANGULATION STATION DISK
 KF0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0887_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF0887
 KF0887  HISTORY     - Date     Condition        Report By
 KF0887  HISTORY     - 1962     MONUMENTED       CGS
 KF0887  HISTORY     - 1969     GOOD             CGS
 KF0887
 KF0887                          STATION DESCRIPTION
 KF0887
 KF0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KF0887'STATION IS LOCATED ABOUT 8 MILES EAST OF THE TOWN OF TESCOTT,
 KF0887'7 MILES SOUTH OF MINNEAPOLIS, AND 6 MILES EAST OF THE JUNCTION
 KF0887'OF U.S. HIGHWAY 81 AND STATE HIGHWAY 18 IN THE SOUTHWEST
 KF0887'CORNER OF SECTION 12, T 12 S, R 4 W, AND ABOUT 400 FEET
 KF0887'EAST-NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 18 AND 106,
 KF0887'391 FEET EAST OF THE CENTER OF STATE HIGHWAY 106, 69 FEET
 KF0887'NORTH OF THE CENTER OF NEW STATE HIGHWAY 18, 6 FEET EAST OF THE
 KF0887'2ND TELEPHONE POLE EAST OF STATE HIGHWAY 106, AND 1 FOOT
 KF0887'WEST OF A STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 KF0887'THE DISK IS STAMPED CULVER 2 1962.
 KF0887'
 KF0887'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 KF0887'STATE HIGHWAY 18 WHICH IS ABOUT 1.0 MILE WEST AND 1.5 MILES
 KF0887'SOUTH OF THE TOWN OF BENNINGTON, GO WEST ON STATE HIGHWAY 18
 KF0887'FOR 6.2 MILES TO THE JUNCTION OF STATE HIGHWAY 106 NORTH
 KF0887'AND THE STATION AS DESCRIBED.
 KF0887'
 KF0887'REFERENCE MARK NO. 2 IS 185.26 FEET SOUTH OF THE STATION,
 KF0887'116 FEET SOUTH OF THE CENTER OF NEW STATE HIGHWAY 18, 77 FEET
 KF0887'WEST OF THE 3RD POWER POLE EAST OF THE CROSSROADS, AND 14
 KF0887'FEET EAST OF THE CENTER OF A FIELD ENTRANCE.  THE MARK PROJECTS
 KF0887'4 INCHES AND THE DISK IS STAMPED CULVER NO 2 1950.
 KF0887'
 KF0887'REFERENCE MARK NO. 3 IS 57.01 FEET EAST OF THE STATION, 70 FEET
 KF0887'NORTH OF THE CENTER OF STATE HIGHWAY 18, AND 63 FEET EAST OF
 KF0887'A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 KF0887'IS STAMPED CULVER 2 NO 3 1962.
 KF0887'
 KF0887'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION NEAR THE NORTHWEST
 KF0887'CORNER OF A FARMYARD, 45 FEET SOUTH OF THE CENTERLINE OF OLD
 KF0887'STATE HIGHWAY 18, 16 FEET WEST OF THE CENTER OF DRIVEWAY INTO
 KF0887'FARM, 4 FEET SOUTH OF A WOODEN WITNESS POST, AND 1 FOOT EAST
 KF0887'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 KF0887'STAMPED CULVER 1950.
 KF0887'
 KF0887'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 KF0887'HIGHWAY 18 FOR 0.3 MILE TO A FARM DRIVEWAY ON THE LEFT AND THE
 KF0887'AZIMUTH MARK AS DESCRIBED.
 KF0887'
 KF0887'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF0887
 KF0887                          STATION RECOVERY (1969)
 KF0887
 KF0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0887'STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, AND THE
 KF0887'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KF0887'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KF0887'
 KF0887'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 KF0887'SOUTH OF MINNEAPOLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0886 ***********************************************************************
 KF0886  DESIGNATION -  CULVER RESET
 KF0886  PID         -  KF0886
 KF0886  STATE/COUNTY-  KS/OTTAWA
 KF0886  USGS QUAD   -  MINNEAPOLIS SOUTH (1980)
 KF0886
 KF0886                         *CURRENT SURVEY CONTROL
 KF0886  ___________________________________________________________________
 KF0886* NAD 83(1997)-  39 00 58.38805(N)    097 43 21.62468(W)     ADJUSTED  
 KF0886* NAVD 88     -       413.     (meters)    1355.     (feet)  SCALED    
 KF0886  ___________________________________________________________________
 KF0886  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 KF0886  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 KF0886
 KF0886  HORZ ORDER  -  THIRD
 KF0886
 KF0886.The horizontal coordinates were established by classical geodetic methods
 KF0886.and adjusted by the National Geodetic Survey in October 1998..
 KF0886
 KF0886.The orthometric height was scaled from a topographic map.
 KF0886
 KF0886.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0886
 KF0886.The geoid height was determined by GEOID03.
 KF0886
 KF0886;                    North         East     Units Scale Factor Converg.
 KF0886;SPC KS N     -    75,844.392   424,017.436   MT  0.99996518   +0 10 31.7
 KF0886;UTM  14      - 4,319,352.483   610,582.605   MT  0.99975057   +0 48 15.2
 KF0886
 KF0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0886!SPC KS N     -   0.99993950  x   0.99996518  =   0.99990468
 KF0886!UTM  14      -   0.99993950  x   0.99975057  =   0.99969009
 KF0886
 KF0886|---------------------------------------------------------------------|
 KF0886| PID    Reference Object                     Distance      Geod. Az  |
 KF0886|                                                           dddmmss.s |
 KF0886| CN9085 CULVER RM 1                          14.742 METERS 09022     |
 KF0886| CN9086 CULVER RM 2                          23.427 METERS 17846     |
 KF0886| KF0897 TESCOTT MUNICIPAL TANK              APPROX.13.2 KM 2665246.1 |
 KF0886| CN9084 CULVER AZ MK                                       2672910.4 |
 KF0886| KF0887 CULVER 2                             33.106 METERS 35252     |
 KF0886|---------------------------------------------------------------------|
 KF0886
 KF0886                          SUPERSEDED SURVEY CONTROL
 KF0886
 KF0886  NAD 83(1986)-  39 00 58.39760(N)    097 43 21.62374(W) AD(       ) 3
 KF0886  NAD 27      -  39 00 58.39400(N)    097 43 20.49500(W) AD(       ) 3
 KF0886
 KF0886.Superseded values are not recommended for survey control.
 KF0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0886.See file dsdata.txt to determine how the superseded data were derived.
 KF0886
 KF0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1058319352(NAD 83)
 KF0886_MARKER: DS = TRIANGULATION STATION DISK
 KF0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0886
 KF0886  HISTORY     - Date     Condition        Report By
 KF0886  HISTORY     - 1950     MONUMENTED       CGS
 KF0886  HISTORY     - 1960     SEE DESCRIPTION  CGS
 KF0886  HISTORY     - 1962     SEE DESCRIPTION  CGS
 KF0886
 KF0886                          STATION DESCRIPTION
 KF0886
 KF0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0886'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH AND 1.0 MILE
 KF0886'WEST OF MINNEAPOLIS AND ABOUT 3.0 MILES NORTH AND 2.0 MILES
 KF0886'EAST OF CULVER ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 18.
 KF0886'IT IS 36 FEET NORTH OF THE CENTER OF STATE HIGHWAY 18, 9 FEET
 KF0886'WEST OF A TRIANGULAR BLAZED TELEPHONE POLE AND 6 FEET WEST OF
 KF0886'A WITNESS POST.  IT IS STAMPED CULVER 1950 AND PROJECTS 2
 KF0886'INCHES.
 KF0886'
 KF0886'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 36 FEET
 KF0886'NORTH OF THE CENTER OF STATE HIGHWAY 18 AND 39 FEET EAST OF
 KF0886'A TRIANGULAR BLAZED TELEPHONE POLE.  IT IS STAMPED CULVER
 KF0886'NO 1 1950 AND PROJECTS 2 INCHES.
 KF0886'
 KF0886'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A CULTIVATED
 KF0886'FIELD, 40 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 18.  IT
 KF0886'IS STAMPED CULVER NO 2 1950 AND PROJECTS 3 INCHES.
 KF0886'
 KF0886'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 89.53 FEET.
 KF0886'
 KF0886'THE AZIMUTH MARK IS NEAR THE NORTHWEST CORNER OF A FARMYARD,
 KF0886'45 FEET SOUTH OF STATE HIGHWAY 18, 16 FEET WEST OF THE CENTER OF
 KF0886'DRIVEWAY INTO FARMYARD, 4 FEET SOUTH OF A WITNESS POST AND
 KF0886'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KF0886'CULVER 1950 AND PROJECTS 4 INCHES.
 KF0886'
 KF0886'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 KF0886'AND STATE HIGHWAY 18 ABOUT 1.0 MILE WEST AND 1.5 MILES SOUTH
 KF0886'OF BENNINGTON, GO WEST ON STATE HIGHWAY 18 FOR 6.2 MILES TO
 KF0886'STATION ON RIGHT AS DESCRIBED.
 KF0886'
 KF0886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 KF0886'HIGHWAY 18 FOR 0.4 MILE TO DRIVEWAY INTO FARMYARD AND AZIMUTH
 KF0886'ON LEFT AS DESCRIBED.
 KF0886'
 KF0886'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF0886
 KF0886                          STATION RECOVERY (1960)
 KF0886
 KF0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 KF0886'THE SURFACE STATION MARK WAS FOUND TO HAVE BEEN DISTURBED, WITH A
 KF0886'LARGE PORTION OF THE CONCRETE SURROUNDING THE DISK BROKEN
 KF0886'OFF.  THE MARK WAS REMOVED AND A NEW SURFACE MARK, COINCIDING
 KF0886'WITH THE UNDERGROUND MARK, WAS ESTABLISHED.  THE DISK, SET IN
 KF0886'THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES
 KF0886'ABOVE THE GROUND SURFACE, IS STAMPED CULVER 1950 1960.  IT
 KF0886'IS 2.0 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 KF0886'OBS WERE MADE FROM THE TOP OF 4 FOOT STAND.
 KF0886'
 KF0886'THE AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED,
 KF0886'FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION.
 KF0886'
 KF0886'THE 1950 ROUTE TO THE STATION WAS USED IN RECOVERY AND
 KF0886'FOUND TO BE ENTIRELY ADEQUATE.
 KF0886'
 KF0886'THE AZIMUTH MARK WAS SUBSEQUENTLY DESTROYED, BEING VISIBLE
 KF0886'FROM THE STATION ONLY WITH A 12 FOOT TARGET.  THE STATION
 KF0886'DUFFY WILL SERVE ADEQUATELY FOR THE SAME PURPOSE.
 KF0886
 KF0886                          STATION RECOVERY (1962)
 KF0886
 KF0886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KF0886'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF0886'FOUND IN GOOD CONDITION.  EVIDENTLY, THE STATION SURFACE MARK
 KF0886'HAD BEEN REPLACED IN 1960 AS THERE WAS A BLOCK OF CONCRETE
 KF0886'NEARBY AND THE DISK WAS STAMPED CULVER 1950 1960.  ROAD
 KF0886'CONSTRUCTION ALONG STATE HIGHWAY 18 WILL DESTROY THE STATION
 KF0886'MARK AND REFERENCE MARK NO. 1.  THEY WERE MOVED.  FOR DETAILS,
 KF0886'SEE THE DESCRIPTION OF CULVER 2 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0718 ***********************************************************************
 HG0718  DESIGNATION -  CUNNINGHAM
 HG0718  PID         -  HG0718
 HG0718  STATE/COUNTY-  KS/KINGMAN
 HG0718  USGS QUAD   -  CUNNINGHAM (1966)
 HG0718
 HG0718                         *CURRENT SURVEY CONTROL
 HG0718  ___________________________________________________________________
 HG0718* NAD 83(1997)-  37 38 43.44030(N)    098 27 36.63934(W)     ADJUSTED  
 HG0718* NAVD 88     -       527.995  (meters)    1732.26   (feet)  ADJUSTED  
 HG0718  ___________________________________________________________________
 HG0718  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 HG0718  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 HG0718  DYNAMIC HT  -         527.552 (meters)    1730.81  (feet)  COMP
 HG0718  MODELED GRAV-     979,775.1   (mgal)                       NAVD 88
 HG0718
 HG0718  HORZ ORDER  -  THIRD
 HG0718  VERT ORDER  -  FIRST     CLASS II
 HG0718
 HG0718.The horizontal coordinates were established by classical geodetic methods
 HG0718.and adjusted by the National Geodetic Survey in October 1998..
 HG0718
 HG0718.The orthometric height was determined by differential leveling
 HG0718.and adjusted by the National Geodetic Survey in June 1991..
 HG0718
 HG0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0718
 HG0718.The geoid height was determined by GEOID03.
 HG0718
 HG0718.The dynamic height is computed by dividing the NAVD 88
 HG0718.geopotential number by the normal gravity value computed on the
 HG0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0718.degrees latitude (g = 980.6199 gals.).
 HG0718
 HG0718.The modeled gravity was interpolated from observed gravity values.
 HG0718
 HG0718;                    North         East     Units Scale Factor Converg.
 HG0718;SPC KS S     -   508,625.013   403,514.289   MT  0.99994714   +0 01 28.1
 HG0718;UTM  14      - 4,166,609.634   547,622.448   MT  0.99962793   +0 19 47.0
 HG0718
 HG0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0718!SPC KS S     -   0.99992152  x   0.99994714  =   0.99986867
 HG0718!UTM  14      -   0.99992152  x   0.99962793  =   0.99954948
 HG0718
 HG0718:                Primary Azimuth Mark                     Grid Az
 HG0718:SPC KS S     -  CUNNINGHAM MUNICIPAL TANK                084 27 47.9
 HG0718:UTM  14      -  CUNNINGHAM MUNICIPAL TANK                084 09 29.0
 HG0718
 HG0718|---------------------------------------------------------------------|
 HG0718| PID    Reference Object                     Distance      Geod. Az  |
 HG0718|                                                           dddmmss.s |
 HG0718| HG0814 CUNNINGHAM MUNICIPAL TANK           APPROX. 2.3 KM 0842916.0 |
 HG0718| CK8459 CUNNINGHAM RM 1                      10.827 METERS 09009     |
 HG0718| CK8458 CUNNINGHAM AZ MK                                   2673909.0 |
 HG0718| CK8460 CUNNINGHAM RM 2                      18.924 METERS 26942     |
 HG0718|---------------------------------------------------------------------|
 HG0718
 HG0718                          SUPERSEDED SURVEY CONTROL
 HG0718
 HG0718  NAD 83(1997)-  37 38 43.44648(N)    098 27 36.64244(W) AD(       ) 3
 HG0718  NAD 83(1986)-  37 38 43.44665(N)    098 27 36.64060(W) AD(       ) 3
 HG0718  NAD 27      -  37 38 43.38200(N)    098 27 35.35900(W) AD(       ) 3
 HG0718
 HG0718.Superseded values are not recommended for survey control.
 HG0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0718.See file dsdata.txt to determine how the superseded data were derived.
 HG0718
 HG0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG4762266610(NAD 83)
 HG0718_MARKER: DS = TRIANGULATION STATION DISK
 HG0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0718_SP_SET: CONCRETE POST
 HG0718_STAMPING: CUNNINGHAM 1953
 HG0718_MARK LOGO: CGS   
 HG0718_PROJECTION: PROJECTING 8 CENTIMETERS
 HG0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0718+STABILITY: SURFACE MOTION
 HG0718
 HG0718  HISTORY     - Date     Condition        Report By
 HG0718  HISTORY     - 1953     MONUMENTED       CGS
 HG0718  HISTORY     - 1969     GOOD             CGS
 HG0718  HISTORY     - 1969     GOOD             CGS
 HG0718  HISTORY     - 1986     GOOD             NGS
 HG0718  HISTORY     - 1987     GOOD             NGS
 HG0718
 HG0718                          STATION DESCRIPTION
 HG0718
 HG0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0718'THE STATION IS 1.6 MILES WEST OF THE POST OFFICE IN CUNNINGHAM,
 HG0718'IN THE SOUTHWEST 1/4 OF SEC. 31, T 27 S, R 10 W, 49 FEET NORTH
 HG0718'OF THE CENTER OF U. S. HIGHWAY 54, 40 FEET EAST OF THE CENTER
 HG0718'OF A PAVED DRIVEWAY, 12 FEET EAST OF A POWERLINE POLE AND 6
 HG0718'FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST.
 HG0718'
 HG0718'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 0.5 MILE
 HG0718'TO THE MARK ON THE LEFT.
 HG0718'
 HG0718'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 HG0718'CUNNINGHAM 1953.
 HG0718'
 HG0718'REFERENCE MARK 1 IS 50 FEET NORTH OF THE CENTER OF THE HIGHWAY
 HG0718'AND 47 FEET EAST OF THE POWERLINE POLE.  THE MARK PROJECTS 6
 HG0718'INCHES AND THE DISK IS STAMPED CUNNINGHAM NO 1 1953.
 HG0718'
 HG0718'REFERENCE MARK 2 IS 50 FEET WEST OF THE POWERLINE POLE, 49
 HG0718'FEET NORTH OF THE CENTER OF THE HIGHWAY AND 24 FEET WEST OF
 HG0718'THE PAVED DRIVEWAY.  THE MARK PROJECTS 6 INCHES AND THE DISK
 HG0718'IS STAMPED CUNNINGHAM NO 2 1953.
 HG0718'
 HG0718'THE AZIMUTH MARK IS 68 FEET SOUTH OF THE CENTER OF THE HIGHWAY,
 HG0718'15 FEET WEST OF A POWERLINE POLE, 6 FEET EAST OF THE CENTER OF
 HG0718'A FIELD ENTRANCE AND 2 FEET NORTH OF A 4 X 4 INCH WHITE WITNESS
 HG0718'POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 HG0718'CUNNINGHAM 1953.
 HG0718
 HG0718                          STATION RECOVERY (1969)
 HG0718
 HG0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RAP)
 HG0718'THE STATION WAS RECOVERED AND THE STATION MARK AND BOTH
 HG0718'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 HG0718'MARK WAS RECOVERED IN POSITION BUT THE MONUMENT HAS BEEN
 HG0718'BADLY CHIPPED BY MOWING MACHINES.
 HG0718'
 HG0718'THE STATION IS LOCATED 1.4 MILES WEST OF CUNNINGHAM AND 15
 HG0718'MILES EAST OF PRATT AT THE ENTRANCE TO AN ABANDONED HELIUM
 HG0718'LOADING PLANT IN THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 54.
 HG0718'
 HG0718'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 HG0718'HIGHWAY 54 IN CUNNINGHAM, GO WEST ON HIGHWAY 54 FOR 1.45 MILES
 HG0718'TO THE STATION ON THE RIGHT.
 HG0718'
 HG0718'THE STATION MARK IS 40 FEET EAST OF THE DRIVE TO THE LOADING
 HG0718'PLANT, 12 FEET EAST OF A POWER POLE, AND 2 FEET EAST OF A
 HG0718'METAL WITNESS POST.
 HG0718'
 HG0718'THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 HG0718'
 HG0718'THE AZIMUTH MARK IS 1.4 MILES WEST OF THE STATION IN THE SOUTH
 HG0718'RIGHT-OF-WAY OF U.S. HIGHWAY 54.  IT IS 45 FEET SOUTH OF A
 HG0718'CONCRETE CULVERT, 15 FEET WEST OF TELEPHONE POLE NO. 126-7,
 HG0718'AND 2 FEET NORTH OF A FENCE.
 HG0718'
 HG0718'THE STAMPING ON THE DISKS ARE CORRECT.
 HG0718'
 HG0718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.4 MILES
 HG0718'WEST OF CUNNINGHAM.
 HG0718
 HG0718                          STATION RECOVERY (1969)
 HG0718
 HG0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HG0718'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 HG0718'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 HG0718'WAS RECOVERED BUT THE CONCRETE POST WAS FOUND CHIPPED BY
 HG0718'MOWING MACHINES BUT THE DISK WAS IN GOOD CONDITION, THE ANGLE
 HG0718'BETWEEN THE CUNNINGHAM WATER TANK AND THE AZIMUTH MARK CHECKED
 HG0718'BY PLUS 5.9 SECONDS.  THE DISTANCE TO REFERENCE MARK NO. 1
 HG0718'CHECKED BUT THE DIRECTION MISSED BY PLUS 4 MINUTES.  THE
 HG0718'DIRECTION TO REFERENCE MARK NO. 2 CHECKED BUT THE DISTANCE
 HG0718'MISSED BY 0.04 FEET.
 HG0718'
 HG0718'FOLLOWING IS A NEW DESCRIPTION.
 HG0718'
 HG0718'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 HG0718'HIGHWAY 54 IN CUNNINGHAM, GO WEST ON U.S. HIGHWAY 54 FOR
 HG0718'1.45 MILES TO THE STATION ON THE RIGHT.  (CONTINUE WEST ON
 HG0718'HIGHWAY 54 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT).
 HG0718'
 HG0718'STATION MARK, A STANDARD DISK STAMPED CUNNINGHAM 1953, IS SET
 HG0718'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
 HG0718'IT IS 49 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 54, 40
 HG0718'FEET EAST OF THE CENTER OF A DRIVEWAY LEADING TO AN ABANDONED
 HG0718'HELIUM PLANT, 12 FEET EAST OF A POWERLINE POLE, AND 2 FEET
 HG0718'EAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 HG0718'INSPECTED.
 HG0718'
 HG0718'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CUNNINGHAM
 HG0718'NO. 1 1953, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HG0718'PROJECTS 4 INCHES.  IT IS 50 FEET NORTH OF THE CENTER OF U.S.
 HG0718'HIGHWAY 54 AND 47 FEET EAST OF A POWERLINE POLE.
 HG0718'
 HG0718'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CUNNINGHAM
 HG0718'NO. 2 1953, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HG0718'PROJECTS 5 INCHES.  IT IS 50 FEET NORTH OF THE CENTER OF U.S.
 HG0718'HIGHWAY 54, 49 FEET WEST OF THE POWERLINE POLE, AND 24 FEET
 HG0718'WEST OF THE CENTER OF THE DRIVEWAY.
 HG0718'
 HG0718'AZIMUTH MARK, A STANDARD DISK STAMPED CUNNINGHAM 1953, IS SET
 HG0718'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 HG0718'IT IS 68 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 54, 45 FEET
 HG0718'SOUTH OF A CONCRETE CULVERT, 15. FEET WEST OF TELEPHONE POLE
 HG0718'NO. 126-7, 2 FEET NORTH OF A FENCE, AND 1 FOOT EAST OF A METAL
 HG0718'WITNESS POST.
 HG0718'
 HG0718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2
 HG0718'MILES WEST OF CUNNINGHAM.
 HG0718
 HG0718                          STATION RECOVERY (1986)
 HG0718
 HG0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0718'2.7 KM (1.7 MI) WEST FROM CUNNINGHAM.
 HG0718'2.70 KM (1.68 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF COUNTY
 HG0718'ROAD 359 AT CUNNINGHAM, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 HG0718'PRIVATE ROAD LEADING NORTH, 0.77 KM (0.48 MI) WEST OF MILEPOST 154,
 HG0718'14.9 METERS (49 FT) NORTH OF THE HIGHWAY CENTERLINE, 12.5 METERS
 HG0718'(41 FT) EAST OF THE CENTER OF THE ROAD, 10.8 METERS (35.5 FT) WEST OF
 HG0718'RM 1 AND 18.9 METERS (62.1 FT) EAST OF RM 2.
 HG0718'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 HG0718'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HG0718
 HG0718                          STATION RECOVERY (1987)
 HG0718
 HG0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HG0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0814 ***********************************************************************
 HG0814  DESIGNATION -  CUNNINGHAM MUNICIPAL TANK
 HG0814  PID         -  HG0814
 HG0814  STATE/COUNTY-  KS/KINGMAN
 HG0814  USGS QUAD   -  CUNNINGHAM (1966)
 HG0814
 HG0814                         *CURRENT SURVEY CONTROL
 HG0814  ___________________________________________________________________
 HG0814* NAD 83(1997)-  37 38 50.72283(N)    098 26 01.59410(W)     ADJUSTED  
 HG0814* NAVD 88     -                                                        
 HG0814  ___________________________________________________________________
 HG0814  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 HG0814  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 HG0814
 HG0814  HORZ ORDER  -  THIRD
 HG0814
 HG0814.The horizontal coordinates were established by classical geodetic methods
 HG0814.and adjusted by the National Geodetic Survey in October 1998..
 HG0814
 HG0814
 HG0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0814
 HG0814.The geoid height was determined by GEOID03.
 HG0814
 HG0814;                    North         East     Units Scale Factor Converg.
 HG0814;SPC KS S     -   508,850.850   405,844.032   MT  0.99994698   +0 02 26.5
 HG0814;UTM  14      - 4,166,847.802   549,950.216   MT  0.99963073   +0 20 45.1
 HG0814
 HG0814                          SUPERSEDED SURVEY CONTROL
 HG0814
 HG0814  NAD 83(1997)-  37 38 50.72901(N)    098 26 01.59675(W) AD(       ) 4
 HG0814  NAD 83(1986)-  37 38 50.72898(N)    098 26 01.59470(W) AD(       ) 4
 HG0814  NAD 27      -  37 38 50.67200(N)    098 26 00.30800(W) AD(       ) 3
 HG0814
 HG0814.Superseded values are not recommended for survey control.
 HG0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0814.See file dsdata.txt to determine how the superseded data were derived.
 HG0814
 HG0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG4995066848(NAD 83)
 HG0814_MARKER: 51 = TANK
 HG0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0814+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG0814
 HG0814  HISTORY     - Date     Condition        Report By
 HG0814  HISTORY     - 1938     FIRST OBSERVED   CGS
 HG0814  HISTORY     - 1953     SEE DESCRIPTION  CGS
 HG0814  HISTORY     - 20040821 GOOD             USPSQD
 HG0814
 HG0814                          STATION DESCRIPTION
 HG0814
 HG0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0814'STATION IS A TALL BLACK TANK IN CUNNINGHAM.  IT IS LOCATED IN THE
 HG0814'EAST EDGE OF TOWN.
 HG0814'
 HG0814'STATION IS REACHED AS FOLLOWS- FROM THE WEST CITY LIMITS IN
 HG0814'CUNNINGHAM GO EAST 0.1 MILE, TURN LEFT (NORTH) AND GO 0.15 MILE TO
 HG0814'CROSSROADS.  STATION IS ON THE SOUTHEAST CORNER OF CROSSROADS.
 HG0814'
 HG0814'THIS IS AN INTERSECTION STATION.
 HG0814
 HG0814                          STATION RECOVERY (1953)
 HG0814
 HG0814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0814'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 HG0814
 HG0814                          STATION RECOVERY (2004)
 HG0814
 HG0814'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HG0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0645 ***********************************************************************
 JH0645  DESIGNATION -  CURLEW
 JH0645  PID         -  JH0645
 JH0645  STATE/COUNTY-  KS/WALLACE
 JH0645  USGS QUAD   -  SPRING VALLEY RANCH (1979)
 JH0645
 JH0645                         *CURRENT SURVEY CONTROL
 JH0645  ___________________________________________________________________
 JH0645* NAD 83(1997)-  38 50 25.91703(N)    101 46 58.28731(W)     ADJUSTED  
 JH0645* NAVD 88     -      1140.8    (meters)    3743.     (feet)  VERTCON   
 JH0645  ___________________________________________________________________
 JH0645  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 JH0645  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 JH0645
 JH0645  HORZ ORDER  -  FIRST
 JH0645
 JH0645.The horizontal coordinates were established by classical geodetic methods
 JH0645.and adjusted by the National Geodetic Survey in October 1998..
 JH0645
 JH0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0645
 JH0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0645
 JH0645.The geoid height was determined by GEOID03.
 JH0645
 JH0645;                    North         East     Units Scale Factor Converg.
 JH0645;SPC KS N     -    63,163.251    71,671.673   MT  0.99998232   -2 23 36.5
 JH0645;UTM  14      - 4,302,760.820   258,467.045   MT  1.00031843   -1 44 46.1
 JH0645
 JH0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0645!SPC KS N     -   0.99982478  x   0.99998232  =   0.99980710
 JH0645!UTM  14      -   0.99982478  x   1.00031843  =   1.00014315
 JH0645
 JH0645:                Primary Azimuth Mark                     Grid Az
 JH0645:SPC KS N     -  SHARON SPRINGS MUNICIPAL TANK            024 05 53.5
 JH0645:UTM  14      -  SHARON SPRINGS MUNICIPAL TANK            023 27 03.1
 JH0645
 JH0645|---------------------------------------------------------------------|
 JH0645| PID    Reference Object                     Distance      Geod. Az  |
 JH0645|                                                           dddmmss.s |
 JH0645| JH0642 SHARON SPRINGS MUNICIPAL TANK       APPROX. 7.1 KM 0214217.0 |
 JH0645| CM7903 CURLEW RM 3                          12.598 METERS 10806     |
 JH0645| CM7901 CURLEW RM 1                          12.622 METERS 10824     |
 JH0645| JH0646 CURLEW AZ MK 2                      APPROX. 0.5 KM 1431304.0 |
 JH0645| CM7900 CURLEW AZ MK                                       1585242.2 |
 JH0645| CM7902 CURLEW RM 2                          18.510 METERS 18616     |
 JH0645| CM7904 CURLEW RM 4                          18.754 METERS 20152     |
 JH0645|---------------------------------------------------------------------|
 JH0645
 JH0645                          SUPERSEDED SURVEY CONTROL
 JH0645
 JH0645  NAD 83(1986)-  38 50 25.91756(N)    101 46 58.28672(W) AD(       ) 1
 JH0645  NAD 27      -  38 50 25.88100(N)    101 46 56.67176(W) AD(       ) 1
 JH0645  NGVD 29 (07/19/86) 1140.4    (m)         3741.     (f) VERT ANG       
 JH0645
 JH0645.Superseded values are not recommended for survey control.
 JH0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0645.See file dsdata.txt to determine how the superseded data were derived.
 JH0645
 JH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ5846702761(NAD 83)
 JH0645_MARKER: DS = TRIANGULATION STATION DISK
 JH0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0645_MARK LOGO: CGS   
 JH0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 JH0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0645+STABILITY: SURFACE MOTION
 JH0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0645+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 JH0645
 JH0645  HISTORY     - Date     Condition        Report By
 JH0645  HISTORY     - 1891     MONUMENTED       CGS
 JH0645  HISTORY     - 1922     GOOD             CGS
 JH0645  HISTORY     - 1933     SEE DESCRIPTION  CGS
 JH0645  HISTORY     - 1934     GOOD             CGS
 JH0645  HISTORY     - 1934     GOOD             CGS
 JH0645  HISTORY     - 1936     GOOD             LOCENG
 JH0645  HISTORY     - 1968     GOOD             CGS
 JH0645  HISTORY     - 1970     SEE DESCRIPTION  NGS
 JH0645  HISTORY     - 1979     GOOD             NGS
 JH0645  HISTORY     - 19960530 GOOD             NFORK
 JH0645
 JH0645                          STATION DESCRIPTION
 JH0645
 JH0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JH0645'IN THE NORTHEAST CORNER OF SW 1/4 OF SW 1/4 OF NE 1/4 NE 1/4 SEC.
 JH0645'17, T. 14 S., R. 40 W., 4 MILES SOUTH AND 1-1/2 MILES WEST OF
 JH0645'SHARON SPRINGS, NEAR THE NORTHERN EDGE OF THE PLATEAU WHICH,
 JH0645'COMMENCING ABOUT 6 OR 7 MILES SOUTH OF THE SMOKY HILL RIVER,
 JH0645'EXTENDS SOUTH TO THE ARKANSAS.  THE STATION IS ON LAND OWNED (1922)
 JH0645'BY JOHN HAARBERG AND IS SOUTHWEST OF HIS HOUSE, IN THE NORTH
 JH0645'PART OF HIS GARDEN.  THE UNDERGROUND MARKS ARE AS
 JH0645'FOLLOWS--LOWEST MARK IS A STONE JUG 3-1/2 FEET BELOW THE
 JH0645'SURFACE.  ABOVE THE JUG IS A STONE JAR, BOTTOM UP, WITH A DRILL
 JH0645'HOLE IN THE BOTTOM.  IT IS 30 INCHES BELOW THE SURFACE.
 JH0645'ABOVE THE JUG IS A STANDARD DISK STATION MARK SET IN A
 JH0645'CONCRETE BLOCK 24 INCHES BELOW THE SURFACE.  THE STATION MARK, A
 JH0645'DISK SET AS DESCRIBED, IS 10 INCHES BELOW
 JH0645'THE SURFACE.  REFERENCE MARK, A DISK SET
 JH0645'AND PROJECTING 4 INCHES ABOVE THE SURFACE, IS ON THE EAST SIDE
 JH0645'OF THE EAST GARDEN FENCE, DISTANT 12.59 METERS (41.3 FEET)
 JH0645'BEARING S. 86 DEG E. (MAGNETIC) FROM THE STATION.  THE
 JH0645'CENTER OF A DRILLED WELL IRON CASING IS DISTANT 12.8 METERS (42
 JH0645'FEET) BEARING N. 52 DEG E. (MAGNETIC).  THE SOUTHWEST CORNER OF MR.
 JH0645'HAARBERGS HOUSE IS 32.83 METERS (107.7 FEET) BEARING N. 38
 JH0645'DEG E. (MAGNETIC).
 JH0645
 JH0645                          STATION RECOVERY (1933)
 JH0645
 JH0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0645'RECOVERED AS DESCRIBED BY J.S.B. IN 1922.  MARKS FOUND IN GOOD
 JH0645'CONDITION.  ABOUT 4 MILES SOUTH-SOUTHWEST OF SHARON SPRINGS,
 JH0645'KANSAS, IN THE NORTHEAST QUARTER OF SEC. 17, T. 14 S., R. 40 W.,
 JH0645'ON LAND OWNED BY JOHN HAARBERG, IN THE NORTH PART OF A FENCED-IN
 JH0645'GARDEN, ABOUT 40 YARDS SOUTHWEST OF THE HAARBERG HOUSE, 20.0
 JH0645'FEET EAST OF THE WEST GARDEN FENCE, 11.5 FEET SOUTH OF THE NORTH
 JH0645'GARDEN FENCE, 38.5 FEET WEST OF THE EAST GARDEN FENCE, 41.0
 JH0645'FEET SOUTHWEST OF WINDMILL PUMP, 107.8 FEET SOUTHWEST OF THE
 JH0645'SOUTHWEST CORNER OF THE HAARBERG HOUSE, AND 97.3 FEET NORTHWEST
 JH0645'OF THE NORTHWEST CORNER OF THE BARN.  THE STATION MARK IS A
 JH0645'STANDARD BRONZE DISK SET IN A CONCRETE SLAB 1.4 FEET BELOW
 JH0645'THE SURFACE OF GROUND.
 JH0645'
 JH0645'TO REACH FROM WALLACE COUNTY COURTHOUSE, SHARON SPRINGS, GO
 JH0645'SOUTH ON STATE HIGHWAY K 27 FOR 4.7 MILES TO A GRADED ROAD
 JH0645'LEADING WEST.  FOLLOW GRADED ROAD WEST FOR 1.5 MILES TO A DIRT
 JH0645'ROAD INTERSECTION WITH TWO MAIL BOXES IN THE SOUTHWEST CORNER.
 JH0645'PROCEED NORTH ON THE DIRT ROAD ALONG WEST SIDE OF FENCE FOR 0.7
 JH0645'MILE TO A FENCE CORNER, THEN WEST 0.2 MILE ALONG SOUTH SIDE OF
 JH0645'FENCE TO THE HAARBERG HOUSE AND SITE OF STATION.
 JH0645'
 JH0645'THE REFERENCE MARKS IS A STANDARD BRONZE DISK SET IN A CONCRETE
 JH0645'POST 1.0 FOOT SQUARE AT THE TOP, PROJECTING ABOUT 2 INCHES
 JH0645'ABOVE THE SURFACE OF THE GROUND, AND STAMPED CURLEW 1891.  THE
 JH0645'MARK IS 41.4 FEET EAST-SOUTHEAST OF THE STATION IN FENCE LINE
 JH0645'ON THE EAST SIDE OF THE GARDEN, 23.85 FEET SOUTH OF THE CORNER
 JH0645'POST AT THE NORTHEAST CORNER OF THE GARDEN, 29.65 FEET SOUTH OF
 JH0645'WINDMILL PUMP, 59.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 JH0645'THE BARN, AND 90.73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JH0645'THE HAARBERG HOUSE.
 JH0645'
 JH0645'A 14-FOOT STAND WILL CLEAR LINES TO STATIONS TURTLE AND MC LANE.
 JH0645
 JH0645                          STATION RECOVERY (1934)
 JH0645
 JH0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JH0645'RECOVERED.  ABOUT 5 MILES SOUTH-SOUTHWEST OF SHARON SPRINGS, ON THE
 JH0645'NORTH EDGE OF A PLATEAU WHICH OVERLOOKS THE SMOKEY HILL RIVER TO
 JH0645'THE NORTH, IN THE GARDEN SOUTHWEST OF THE FARMHOUSE OWNED BY
 JH0645'SPENCE BOTTS AND OCCUPIED BY EVERETT BURNSIDE, 43 FEET SOUTHWEST
 JH0645'OF A WELL AND WINDMILL, AND 12 INCHES BELOW THE SURFACE OF THE
 JH0645'GROUND.
 JH0645'
 JH0645'TO REACH FROM SHARON SPRINGS, GO SOUTH FROM THE RAILROAD TRACKS
 JH0645'ON STATE HIGHWAY 27 FOR 4.4 MILES.  TURN WEST ON A SECTION-LINE
 JH0645'ROAD (BENCH MARK 219, 1934 IS SOUTHWEST OF THE ROAD INTERSECTION)
 JH0645'AND GO 1.5 MILES TO A FARM ROAD.  TURN NORTH AND FOLLOW THE FARM
 JH0645'ROAD NORTH AND WEST FOR 1.0 MILE TO THE FARM BUILDINGS AND THE
 JH0645'STATION IN THE GARDEN.
 JH0645'
 JH0645'OLD REFERENCE MARK (CURLEW, 1891) IS EAST-SOUTHEAST OF THE STATION,
 JH0645'AD UNDER THE GARDEN FENCE.
 JH0645'
 JH0645'A NEW REFERENCE MARK (NO. 2) WAS ESTABLISHED SOUTH OF THE
 JH0645'STATION UNDER THE GARDEN FENCE.
 JH0645'
 JH0645'A NEW AZIMUTH MARK WAS ESTABLISHED, SOUTHEAST OF THE STATION.
 JH0645'IT IS 0.2 MILE EAST AND 0.5 MILE SOUTH OF THE STATION, 0.2
 JH0645'MILE NORTH OF A SECTION-LINE ROAD, AND 2 FEET WEST OF THE FENCE
 JH0645'ON THE EAST SIDE OF FARM ROAD.
 JH0645'
 JH0645'A 15-FOOT STAND WAS ERECTED.
 JH0645
 JH0645                          STATION RECOVERY (1934)
 JH0645
 JH0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JH0645'THE ORIGINAL DESCRIPTION IS CORRECT.  THIS STATION HAS RECENTLY
 JH0645'BEEN OCCUPIED.
 JH0645
 JH0645                          STATION RECOVERY (1936)
 JH0645
 JH0645'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936
 JH0645'LETTER OF MR. EDWIN P. KNAPP, COUNTY ENGINEER, SHARON SPRINGS,
 JH0645'KANSAS, 12/15/36 STATES--CURLEW AZIMUTH MARK, 1934, WAS LOWERED
 JH0645'DURING CONSTRUCTION OF A NEW ROAD.
 JH0645
 JH0645                          STATION RECOVERY (1968)
 JH0645
 JH0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JH0645'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARK (OLD) WAS
 JH0645'FOUND DESTROYED.  REFERENCE MARK NO. 2 WAS FOUND TILTED AND IS
 JH0645'NOW OBSTRUCTED BY A TREE TRUNK WHICH HAS GROWN ON LINE BETWEEN THE
 JH0645'STATION AND THE REFERENCE MARK.  A SEARCH WAS MADE FOR THE AZIMUTH
 JH0645'MARK, BUT WAS NOT FOUND AND APPEARS DESTROYED BY GRADED
 JH0645'OPERATIONS.  NO DISTANCE OBJECTS WERE VISIBLE FROM STATION TO SET
 JH0645'NEW MARKS.
 JH0645'
 JH0645'ADDITIONAL MEASUREMENTS TO THE STATION MARK WERE MADE AND ARE AS
 JH0645'FOLLOWS--STATION MARK IS 38-1/2 FEET WEST-SOUTHWEST OF A WATER
 JH0645'PUMP, 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF PUMP HOUSE, 24
 JH0645'FEET NORTHEAST OF THE NORTH GATE POST, 23 FEET EAST SOUTHEAST OF A
 JH0645'T FENCE CORNER OF THE CORRAL, 22 FEET EAST OF THE CORRAL FENCE,
 JH0645'7-1/2 FEET SOUTH OF THE SOUTH EDGE OF SMALL BUSHES AND 1 FOOT
 JH0645'SOUTH OF A METAL WITNESS POST.  THE MARK IS ABOUT 12 INCHES
 JH0645'BELOW THE SURFACE OF THE GROUND.
 JH0645'
 JH0645'TO REACH FROM THE RAILROAD CROSSING AT THE SOUTH EDGE OF SHARON
 JH0645'SPRINGS, GO SOUTH ON STATE HIGHWAY 27 FOR 4.4 MILES TO CROSSROADS.
 JH0645'TURN RIGHT AND GO WEST ON GRADED ROAD FOR 1.5 MILE TO SIDE ROAD
 JH0645'RIGHT.  TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 0.8 MILE TO
 JH0645'FARM DRIVEWAY ON LEFT.  TURN LEFT AND GO WEST ON FARM DRIVE FOR
 JH0645'0.2 MILE TO STATION NEAR BARN YARD.
 JH0645
 JH0645                          STATION RECOVERY (1970)
 JH0645
 JH0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JH0645'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JH0645'REFERENCE MARK (OLD) AND THE AZIMUTH MARK HAVE BEEN DESTROYED.
 JH0645'REFERENCE MARK NO. 2 WAS RECOVRED BUT THE MARK IS LEANING AND IS
 JH0645'OBSTRUCTED BY A TREE, THE MARK WAS LEFT IN PLACE.
 JH0645'
 JH0645'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND AN AZIMUTH MARK
 JH0645'WERE SET.
 JH0645'
 JH0645'FOLLOWING IS A COMPLETE DESCRIPTION.
 JH0645'
 JH0645'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE SOUTH
 JH0645'EDGE OF SHARON SPRINGS, GO SOUTH ON STATE HIGHWAY 27 FOR 4.6 MILES
 JH0645'TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.5
 JH0645'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A
 JH0645'GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JH0645'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO A DRIVEWAY
 JH0645'ON THE LEFT.  TURN LEFT AND GO WEST ON THE DRIVEWAY FOR 0.2 MILE
 JH0645'TO THE STATION.
 JH0645'
 JH0645'STATION MARK, A STANDARD DISK STAMPED CURLEW 1891, IS SET IN THE
 JH0645'TOP OF A ROUND CONCRETE POST WHICH IS 16 INCHES BELOW THE SURFACE
 JH0645'OF THE GROUND.  IT IS 38.5 FEET WEST-SOUTHWEST OF A WATER PUMP,
 JH0645'24 FEET NORTHEAST OF THE NORTH GATE POST FOR A WOODEN GATE, 25
 JH0645'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PUMP HOUSE,
 JH0645'22 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PUMP
 JH0645'HOUSE, 22 FEET EAST OF A CORRAL FENCE, 7.5 FEET SOUTH OF THE
 JH0645'SOUTH EDGE OF A LINE OF BUSHES, AND 1 FOOT SOUTH OF A METAL
 JH0645'WITNESS POST.  THE UNDERGROUND MARK WAS NOT INTERSECTED.
 JH0645'
 JH0645'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CURLEW 1891 NO. 3
 JH0645'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 JH0645'WITH THE SURFACE OF THE GROUND.  IT IS 60 FEET NORTHWEST OF THE
 JH0645'NORTHWEST CORNER OF A MACHINE SHED AND 17 FEET SOUTH OF THE CENTER
 JH0645'OF THE SOUTH WELL PUMP.
 JH0645'
 JH0645'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CURLEW 1891 NO. 4
 JH0645'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1
 JH0645'INCH.  IT IS 3 FEET WEST OF THE WEST ONE OF SEVERAL ELM TREES AND
 JH0645'1 FOOT NORTHEAST OF A CORNER POST AT THE SOUTHEAST CORNER OF A
 JH0645'CORRAL.
 JH0645'
 JH0645'AZIMUTH MARK, A STANDARD DISK STAMPED CURLEW 1891 1970, IS SET
 JH0645'IN THE TOP OF A SQUARE CONCRETE WHICH PROJECTS 2 INCHES.  IT IS
 JH0645'34 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 4 FEET SOUTH OF
 JH0645'A TELEPHONE POLE, AND 2 FEET NORTH OF A METAL WITNESS POST.
 JH0645'
 JH0645'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 JH0645'MILES SSW OF SHARON SPRINGS.
 JH0645
 JH0645                          STATION RECOVERY (1979)
 JH0645
 JH0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JH0645'UPPER STATION MARK, REFERENCE MARKS 2, 3, 4 AND THE AZIMUTH MARK WERE
 JH0645'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED BY L.F. SMITH
 JH0645'IN 1970.  THE DIRECTION TO THE AZIMUTH MARK FROM THE SHARON SPRINGS
 JH0645'MUNICIPAL TANK WAS 4.8 SECONDS SMALLER THAN 1970 DATA AND THE
 JH0645'DIRECTION TO REFERENCE MARK 3 WAS 2 MINUTES, 29 SECONDS SMALLER WHILE
 JH0645'THE DIRECTION TO REFERENCE MARK 4 WAS 54 SECONDS LARGER.  THE DISTANCE
 JH0645'TO REFERENCE MARK 3 WAS 0.010 METER SHORTER THAN 1970 AND THE DISTANCE
 JH0645'TO REFERENCE MARK 4 WAS 0.001 METER SHORTER THAN 1970 DATA.  REFERENCE
 JH0645'MARK 2 IS STILL OBSTRUCTED AND HAS BEEN TILTED BY ROOT GROWTH OF AN
 JH0645'ELM TREE.  THE POWERPOLE BY THE AZIMUTH MARK IS NO LONGER THERE.  MARK
 JH0645'IS 57.8 FEET NORTH OF A POWERPOLE NOW.  REFERENCE MARK 3 IS NOW 1
 JH0645'INCH BELOW THE SURFACE.  ALL OTHER INFORMATION WAS VERIFIED.
 JH0645
 JH0645                          STATION RECOVERY (1996)
 JH0645
 JH0645'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JH0645'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1313 ***********************************************************************
 JF1313  DESIGNATION -  CURTIS
 JF1313  PID         -  JF1313
 JF1313  STATE/COUNTY-  KS/DICKINSON
 JF1313  USGS QUAD   -  ABILENE (1979)
 JF1313
 JF1313                         *CURRENT SURVEY CONTROL
 JF1313  ___________________________________________________________________
 JF1313* NAD 83(1997)-  38 54 34.27371(N)    097 14 07.35297(W)     ADJUSTED  
 JF1313* NAVD 88     -       350.461  (meters)    1149.80   (feet)  ADJUSTED  
 JF1313  ___________________________________________________________________
 JF1313  LAPLACE CORR-          -8.13  (seconds)                    DEFLEC99
 JF1313  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 JF1313  DYNAMIC HT  -         350.220 (meters)    1149.01  (feet)  COMP
 JF1313  MODELED GRAV-     979,930.5   (mgal)                       NAVD 88
 JF1313
 JF1313  HORZ ORDER  -  THIRD
 JF1313  VERT ORDER  -  FIRST     CLASS II
 JF1313
 JF1313.This mark is at Abilene Municipal Airport (K78)
 JF1313
 JF1313.The horizontal coordinates were established by classical geodetic methods
 JF1313.and adjusted by the National Geodetic Survey in October 1998..
 JF1313
 JF1313.The orthometric height was determined by differential leveling
 JF1313.and adjusted by the National Geodetic Survey in June 1991..
 JF1313
 JF1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1313
 JF1313.The geoid height was determined by GEOID03.
 JF1313
 JF1313.The dynamic height is computed by dividing the NAVD 88
 JF1313.geopotential number by the normal gravity value computed on the
 JF1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1313.degrees latitude (g = 980.6199 gals.).
 JF1313
 JF1313.The modeled gravity was interpolated from observed gravity values.
 JF1313
 JF1313;                    North         East     Units Scale Factor Converg.
 JF1313;SPC KS N     -    64,242.863   466,318.438   MT  0.99997448   +0 29 01.6
 JF1313;UTM  14      - 4,308,216.165   653,001.479   MT  0.99988826   +1 06 30.8
 JF1313
 JF1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1313!SPC KS N     -   0.99994952  x   0.99997448  =   0.99992400
 JF1313!UTM  14      -   0.99994952  x   0.99988826  =   0.99983779
 JF1313
 JF1313:                Primary Azimuth Mark                     Grid Az
 JF1313:SPC KS N     -  CURTIS AZ MK                             180 23 24.7
 JF1313:UTM  14      -  CURTIS AZ MK                             179 45 55.5
 JF1313
 JF1313|---------------------------------------------------------------------|
 JF1313| PID    Reference Object                     Distance      Geod. Az  |
 JF1313|                                                           dddmmss.s |
 JF1313| JF1314 CURTIS AZ MK                        APPROX. 0.8 KM 1805226.3 |
 JF1313| JF1492 ABILENE WEST MUN TANK               APPROX. 1.2 KM 3310220.7 |
 JF1313|---------------------------------------------------------------------|
 JF1313
 JF1313                          SUPERSEDED SURVEY CONTROL
 JF1313
 JF1313  NAD 83(1986)-  38 54 34.28199(N)    097 14 07.35318(W) AD(       ) 3
 JF1313  NAD 27      -  38 54 34.28267(N)    097 14 06.27834(W) AD(       ) 3
 JF1313  NGVD 29 (12/08/88)  350.32   (m)         1149.3    (f) LEVELING    3  
 JF1313
 JF1313.Superseded values are not recommended for survey control.
 JF1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1313.See file dsdata.txt to determine how the superseded data were derived.
 JF1313
 JF1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5300108216(NAD 83)
 JF1313_MARKER: DS = TRIANGULATION STATION DISK
 JF1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1313_SP_SET: CONCRETE POST
 JF1313_STAMPING: CURTIS 1986
 JF1313_MARK LOGO: NGS   
 JF1313_PROJECTION: RECESSED 10 CENTIMETERS
 JF1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1313+STABILITY: SURFACE MOTION
 JF1313
 JF1313  HISTORY     - Date     Condition        Report By
 JF1313  HISTORY     - 1986     MONUMENTED       NOS
 JF1313  HISTORY     - 1980     GOOD             NOSAMC
 JF1313  HISTORY     - 1986     GOOD             NGS
 JF1313
 JF1313                          STATION DESCRIPTION
 JF1313
 JF1313'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (REM)
 JF1313'STATION LOCATED AT THE ABILENE MUNICIPAL AIRPORT, ABILENE, KANSAS.
 JF1313'
 JF1313'TO REACH THE STATION PROCEED TO ABILENE MUNICIPAL AIRPORT, SEE
 JF1313'AIRPORT MANAGER TO OBTAIN PERMISSION TO BE ON FIELD.  STATION IS
 JF1313'LOCATED 40.9 M (134.2 FT) E OF CENTERLINE END RUNWAY 17, 36.8 M
 JF1313'(120.7 FT) W OF THE CENTER OF A TAXIWAY, AND 1.3 M (4.3 FT) S OF
 JF1313'THE S EDGE OF A 5 BY 6 FOOT CONCRETE PAD FOR A RUNWAY SIGN (NUMBER
 JF1313'17).
 JF1313'
 JF1313'STATION IS A STANDARD NGS DISK STAMPED---CURTIS 1986---, SET IN AN
 JF1313'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND.
 JF1313'
 JF1313'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JF1313'
 JF1313'DESCRIBED BY PBW.
 JF1313
 JF1313                          STATION RECOVERY (1980)
 JF1313
 JF1313'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1980
 JF1313'RECOVERED IN GOOD CONDITION.
 JF1313
 JF1313                          STATION RECOVERY (1986)
 JF1313
 JF1313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1313'2.8 KM (1.75 MI) SW FROM ABILENE.
 JF1313'1.6 KM (1.0 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1313'STATION IN ABILENE, THENCE 0.6 KM (0.35 MI) SOUTH ALONG A PAVED ROAD,
 JF1313'THENCE 0.2 KM (0.1 MI) WEST ALONG A PAVED ROAD, THENCE 0.3 KM (0.2 MI)
 JF1313'NORTH ALONG A TAXI STRIP, AT THE ABILENE MUNICIPAL AIRPORT, 40.9 M
 JF1313'(134.2 FT) EAST OF THE CENTERLINE OF RUNWAY 17, 36.8 M (120.7 FT) WEST
 JF1313'OF THE CENTER OF THE TAXI STRIP, 13.1 M (43.0 FT) SOUTH OF THE CENTER
 JF1313'OF A TAXI STRIP, AND 1.3 M (4.3 FT) SOUTH OF THE SOUTH EDGE OF A 5 BY
 JF1313'6 FOOT CONCRETE PAD FOR A RUNWAY SIGN (NUMBER 17).  N0TE--AN
 JF1313'UNDERGROUND DISK STAMPED--CURTIS 1986--IS SET IN AN IRREGULAR MASS OF
 JF1313'CONCRETE 42-INCHES BELOW THE GROUND SURFACE.
 JF1313'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1314 ***********************************************************************
 JF1314  DESIGNATION -  CURTIS AZ MK
 JF1314  PID         -  JF1314
 JF1314  STATE/COUNTY-  KS/DICKINSON
 JF1314  USGS QUAD   -  ABILENE (1979)
 JF1314
 JF1314                         *CURRENT SURVEY CONTROL
 JF1314  ___________________________________________________________________
 JF1314* NAD 83(1997)-  38 54 07.00284(N)    097 14 07.88537(W)     ADJUSTED  
 JF1314* NAVD 88     -       349.838  (meters)    1147.76   (feet)  ADJUSTED  
 JF1314  ___________________________________________________________________
 JF1314  LAPLACE CORR-          -7.98  (seconds)                    DEFLEC99
 JF1314  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 JF1314  DYNAMIC HT  -         349.596 (meters)    1146.97  (feet)  COMP
 JF1314  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 JF1314
 JF1314  HORZ ORDER  -  THIRD
 JF1314  VERT ORDER  -  FIRST     CLASS II
 JF1314
 JF1314.This mark is at Abilene Municipal Airport (K78)
 JF1314
 JF1314.The horizontal coordinates were established by classical geodetic methods
 JF1314.and adjusted by the National Geodetic Survey in October 1998..
 JF1314
 JF1314.The orthometric height was determined by differential leveling
 JF1314.and adjusted by the National Geodetic Survey in June 1991..
 JF1314
 JF1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1314
 JF1314.The geoid height was determined by GEOID03.
 JF1314
 JF1314.The dynamic height is computed by dividing the NAVD 88
 JF1314.geopotential number by the normal gravity value computed on the
 JF1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1314.degrees latitude (g = 980.6199 gals.).
 JF1314
 JF1314.The modeled gravity was interpolated from observed gravity values.
 JF1314
 JF1314;                    North         East     Units Scale Factor Converg.
 JF1314;SPC KS N     -    63,401.850   466,312.710   MT  0.99997527   +0 29 01.3
 JF1314;UTM  14      - 4,307,375.213   653,004.921   MT  0.99988828   +1 06 29.8
 JF1314
 JF1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1314!SPC KS N     -   0.99994962  x   0.99997527  =   0.99992489
 JF1314!UTM  14      -   0.99994962  x   0.99988828  =   0.99983791
 JF1314
 JF1314:                Primary Azimuth Mark                     Grid Az
 JF1314:SPC KS N     -  CURTIS                                   000 23 24.7
 JF1314:UTM  14      -  CURTIS                                   359 45 56.2
 JF1314
 JF1314|---------------------------------------------------------------------|
 JF1314| PID    Reference Object                     Distance      Geod. Az  |
 JF1314|                                                           dddmmss.s |
 JF1314| JF1313 CURTIS                              APPROX. 0.8 KM 0005226.0 |
 JF1314| JF1492 ABILENE WEST MUN TANK               APPROX. 1.9 KM 3433303.1 |
 JF1314|---------------------------------------------------------------------|
 JF1314
 JF1314                          SUPERSEDED SURVEY CONTROL
 JF1314
 JF1314  NAD 83(1986)-  38 54 07.01114(N)    097 14 07.88562(W) AD(       ) 3
 JF1314  NAD 27      -  38 54 07.01139(N)    097 14 06.81070(W) AD(       ) 3
 JF1314  NGVD 29 (12/08/88)  349.70   (m)         1147.3    (f) LEVELING    3  
 JF1314
 JF1314.Superseded values are not recommended for survey control.
 JF1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1314.See file dsdata.txt to determine how the superseded data were derived.
 JF1314
 JF1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5300507375(NAD 83)
 JF1314_MARKER: DZ = AZIMUTH MARK DISK
 JF1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1314_SP_SET: CONCRETE POST
 JF1314_STAMPING: CURTIS 1986
 JF1314_MARK LOGO: NGS   
 JF1314_PROJECTION: PROJECTING 5 CENTIMETERS
 JF1314_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1314+STABILITY: SURFACE MOTION
 JF1314
 JF1314  HISTORY     - Date     Condition        Report By
 JF1314  HISTORY     - 1986     MONUMENTED       NOS
 JF1314  HISTORY     - 1986     GOOD             NGS
 JF1314  HISTORY     - 1987     GOOD             NOSAMC
 JF1314
 JF1314                          STATION DESCRIPTION
 JF1314
 JF1314'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (REM)
 JF1314'STATION IS LOCATED AT ABILENE MUNICIPAL AIRPORT, ABILENE, KANSAS.
 JF1314'
 JF1314'TO REACH THE STATION PROCEED TO ABILENE MUNICIPAL AIRPORT, SEE
 JF1314'AIRPORT MANAGER TO OBTAIN PERMISSION TO BE ON FIELD.  STATION IS
 JF1314'LOCATED 46.0 M (150.9 FT) SW OF THE CENTER OF A GRASS RUNWAY,
 JF1314'29.0 M (95.1 FT) E OF THE CENTER OF THE RUNWAY, 40.6 M (133.2 FT)
 JF1314'NNE OF A RUNWAY LIGHT, AND 24.9 M (81.7 FT) SE OF A RUNWAY LIGHT.
 JF1314'
 JF1314'STATION IS A STANDARD NGS DISK STAMPED---CURTIS 1986---, SET IN AN
 JF1314'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND.
 JF1314'
 JF1314'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JF1314'
 JF1314'DESCRIBED BY PBW.
 JF1314
 JF1314                          STATION RECOVERY (1986)
 JF1314
 JF1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1314'3.1 KM (1.9 MI) SW FROM ABILENE.
 JF1314'1.6 KM (1.0 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1314'STATION IN ABILENE, THENCE 0.6 KM (0.35 MI) SOUTH ALONG A PAVED ROAD,
 JF1314'THENCE 0.3 KM (0.2 MI) WEST ALONG A PAVED ROAD, THENCE 0.6 KM (0.35
 JF1314'MI) SOUTH ALONG RUNWAY 17, 46.0 M (150.9 FT) SOUTHWEST OF THE CENTER
 JF1314'OF A GRASS RUNWAY, 29.0 M (95.1 FT) EAST OF THE CENTER OF THE RUNWAY,
 JF1314'40.6 M (133.2 FT) NORTH-NORTHEAST OF A RUNWAY LIGHT, AND 24.9 M (81.7
 JF1314'FT) SOUTHEAST OF A RUNWAY LIGHT.  NOTE--AN UNDERGROUND DISK
 JF1314'STAMPED--CURTIS 1986--IS SET IN AN IRRIGULAR MASS OF CONCRETE
 JF1314'42-INCHES BELOW THE GROUND SURFACE.
 JF1314'THE MARK IS 0.8 METERS  W FROM  A WITNESS POST
 JF1314'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 JF1314
 JF1314                          STATION RECOVERY (1987)
 JF1314
 JF1314'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 JF1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0741 ***********************************************************************
 KH0741  DESIGNATION -  CUSTER
 KH0741  PID         -  KH0741
 KH0741  STATE/COUNTY-  KS/DECATUR
 KH0741  USGS QUAD   -  DRESDEN NORTH (1978)
 KH0741
 KH0741                         *CURRENT SURVEY CONTROL
 KH0741  ___________________________________________________________________
 KH0741* NAD 83(1997)-  39 43 02.20133(N)    100 26 29.48545(W)     ADJUSTED  
 KH0741* NAVD 88     -       826.     (meters)    2710.     (feet)  SCALED    
 KH0741  ___________________________________________________________________
 KH0741  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 KH0741  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KH0741
 KH0741  HORZ ORDER  -  THIRD
 KH0741
 KH0741.The horizontal coordinates were established by classical geodetic methods
 KH0741.and adjusted by the National Geodetic Survey in October 1998..
 KH0741
 KH0741.The orthometric height was scaled from a topographic map.
 KH0741
 KH0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0741
 KH0741.The geoid height was determined by GEOID03.
 KH0741
 KH0741;                    North         East     Units Scale Factor Converg.
 KH0741;SPC KS N     -   156,460.233   190,679.038   MT  0.99998995   -1 32 41.2
 KH0741;UTM  14      - 4,397,371.937   376,443.584   MT  0.99978795   -0 55 16.5
 KH0741
 KH0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0741!SPC KS N     -   0.99987425  x   0.99998995  =   0.99986420
 KH0741!UTM  14      -   0.99987425  x   0.99978795  =   0.99966223
 KH0741
 KH0741:                Primary Azimuth Mark                     Grid Az
 KH0741:SPC KS N     -  CUSTER AZ MK                             151 29 22.6
 KH0741:UTM  14      -  CUSTER AZ MK                             150 51 57.9
 KH0741
 KH0741|---------------------------------------------------------------------|
 KH0741| PID    Reference Object                     Distance      Geod. Az  |
 KH0741|                                                           dddmmss.s |
 KH0741| CN9101 CUSTER AZ MK                                       1495641.4 |
 KH0741| CN9103 CUSTER RM 2                           9.901 METERS 17838     |
 KH0741| KH0810 SELDEN MUNICIPAL TANK               APPROX.22.4 KM 2090725.4 |
 KH0741| CN9102 CUSTER RM 1                          10.186 METERS 35852     |
 KH0741|---------------------------------------------------------------------|
 KH0741
 KH0741                          SUPERSEDED SURVEY CONTROL
 KH0741
 KH0741  NAD 83(1997)-  39 43 02.20346(N)    100 26 29.48515(W) AD(       ) 3
 KH0741  NAD 83(1986)-  39 43 02.20585(N)    100 26 29.48862(W) AD(       ) 3
 KH0741  NAD 27      -  39 43 02.18300(N)    100 26 27.96300(W) AD(       ) 3
 KH0741
 KH0741.Superseded values are not recommended for survey control.
 KH0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0741.See file dsdata.txt to determine how the superseded data were derived.
 KH0741
 KH0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7644497372(NAD 83)
 KH0741_MARKER: DS = TRIANGULATION STATION DISK
 KH0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0741
 KH0741  HISTORY     - Date     Condition        Report By
 KH0741  HISTORY     - 1950     MONUMENTED       CGS
 KH0741
 KH0741                          STATION DESCRIPTION
 KH0741
 KH0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0741'THE STATION IS LOCATED ABOUT 7 MILES SOUTH AND 5 MILES EAST
 KH0741'OF OBERLIN, 15 FEET EAST OF THE CENTER OF A TRACK ROAD, 10
 KH0741'FEET NORTH OF THE CENTER OF A DRIVEWAY INTO FIELD, AND 4 FEET
 KH0741'SOUTH OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 KH0741'CUSTER 1950.
 KH0741'
 KH0741'REFERENCE MARK NO. 1 IS 31 FEET NORTH OF THE END OF GATE, 15
 KH0741'FEET EAST OF CENTER OF TRACK ROAD, AND 1 FOOT EAST OF NORTH-SOUTH
 KH0741'FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED CUSTER NO
 KH0741'1 1950.
 KH0741'
 KH0741'REFERENCE MARK NO. 2 IS 15 FEET EAST OF CENTER OF TRACK ROAD,
 KH0741'3 FEET SOUTH OF SOUTH END OF GATE, AND 1 FOOT EAST OF NORTH-SOUTH
 KH0741'FENCE LINE.  IT PROJECTS 5 INCHES AND IS STAMPED CUSTER NO
 KH0741'2 1950.
 KH0741'
 KH0741'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KH0741'IS 65.9 FEET.
 KH0741'
 KH0741'THE AZIMUTH MARK IS 0.2 MILE EAST OF CROSSROADS, 33 FEET SOUTH
 KH0741'OF THE CENTER OF GRAVELED ROAD, 12 FEET WEST OF CENTER OF DRIVEWAY
 KH0741'INTO FIELD, AND 2 FEET EAST OF A WITNESS POST.  IT PROJECTS
 KH0741'4 INCHES AND IS STAMPED CUSTER 1950.
 KH0741'
 KH0741'TO REACH THE STATION FROM THE COURTHOUSE IN OBERLIN GO WEST
 KH0741'ON WEST HALL STREET FOR 0.25 MILE TO THE JUNCTION WITH U.S.
 KH0741'HIGHWAY NO. 83, HERE TURN LEFT AND GO SOUTH FOR 7.3 MILES TO A
 KH0741'CROSSROADS, TURN LEFT AND GO EAST FOR 5 MILES TO A CROSSROADS,
 KH0741'HERE TURN LEFT AND GO NORTH FOR 0.35 MILE TO THE STATION ON THE
 KH0741'RIGHT AS DESCRIBED.
 KH0741'
 KH0741'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON TRACK
 KH0741'ROAD FOR 0.35 MILE TO A CROSSROADS, TURN LEFT AND GO EAST FOR 0.2
 KH0741'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0650 ***********************************************************************
 KG0650  DESIGNATION -  CUT
 KG0650  PID         -  KG0650
 KG0650  STATE/COUNTY-  KS/RUSSELL
 KG0650  USGS QUAD   -  WALDO (1978)
 KG0650
 KG0650                         *CURRENT SURVEY CONTROL
 KG0650  ___________________________________________________________________
 KG0650* NAD 83(1997)-  39 07 04.26126(N)    098 49 57.37869(W)     ADJUSTED  
 KG0650* NAVD 88     -       559.     (meters)    1834.     (feet)  SCALED    
 KG0650  ___________________________________________________________________
 KG0650  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 KG0650  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 KG0650
 KG0650  HORZ ORDER  -  THIRD
 KG0650
 KG0650.The horizontal coordinates were established by classical geodetic methods
 KG0650.and adjusted by the National Geodetic Survey in October 1998..
 KG0650
 KG0650.The orthometric height was scaled from a topographic map.
 KG0650
 KG0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0650
 KG0650.The geoid height was determined by GEOID03.
 KG0650
 KG0650;                    North         East     Units Scale Factor Converg.
 KG0650;SPC KS N     -    87,420.992   327,998.136   MT  0.99995953   -0 31 36.5
 KG0650;UTM  14      - 4,329,868.033   514,470.938   MT  0.99960258   +0 06 20.2
 KG0650
 KG0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0650!SPC KS N     -   0.99991637  x   0.99995953  =   0.99987590
 KG0650!UTM  14      -   0.99991637  x   0.99960258  =   0.99951898
 KG0650
 KG0650:                Primary Azimuth Mark                     Grid Az
 KG0650:SPC KS N     -  WALDO MUNICIPAL TANK                     085 09 37.2
 KG0650:UTM  14      -  WALDO MUNICIPAL TANK                     084 31 40.5
 KG0650
 KG0650|---------------------------------------------------------------------|
 KG0650| PID    Reference Object                     Distance      Geod. Az  |
 KG0650|                                                           dddmmss.s |
 KG0650| KG0649 WALDO MUNICIPAL TANK                APPROX. 3.2 KM 0843800.7 |
 KG0650| CN9105 CUT RM 1                              8.089 METERS 08954     |
 KG0650| CN9106 CUT RM 2                             10.455 METERS 27023     |
 KG0650| CN9104 CUT AZ MK                                          2725254.5 |
 KG0650|---------------------------------------------------------------------|
 KG0650
 KG0650                          SUPERSEDED SURVEY CONTROL
 KG0650
 KG0650  NAD 83(1986)-  39 07 04.26910(N)    098 49 57.37925(W) AD(       ) 3
 KG0650  NAD 27      -  39 07 04.22600(N)    098 49 56.09000(W) AD(       ) 3
 KG0650
 KG0650.Superseded values are not recommended for survey control.
 KG0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0650.See file dsdata.txt to determine how the superseded data were derived.
 KG0650
 KG0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1447129868(NAD 83)
 KG0650_MARKER: DS = TRIANGULATION STATION DISK
 KG0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0650
 KG0650  HISTORY     - Date     Condition        Report By
 KG0650  HISTORY     - 1950     MONUMENTED       CGS
 KG0650
 KG0650                          STATION DESCRIPTION
 KG0650
 KG0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0650'THE STATION IS LOCATED ABOUT 4.75 MILES EAST OF PARADISE AND 2.0
 KG0650'MILES WEST OF WALDO ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 281
 KG0650'AND STATE HIGHWAY 18.  IT IS ON THE SOUTH SIDE OF HIGHWAY
 KG0650'CUT, 73 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 281 AND
 KG0650'STATE HIGHWAY 18, 6.5 FEET NORTH OF TRIANGULAR BLAZED POWER
 KG0650'LINE POLE, 6.5 FEET NORTH OF EAST-WEST FENCE LINE, 6 FEET
 KG0650'NORTH-NORTHEAST OF WITNESS POST AND 6 FEET NORTH-NORTHWEST
 KG0650'OF RIGHT-OF-WAY MARKER.  IT IS STAMPED CUT 1950 AND PROJECTS
 KG0650'4 INCHES.
 KG0650'
 KG0650'REFERENCE MARK NO. 1 IS ON THE SAME ELEVATION AS THE STATION,
 KG0650'73 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 281 AND STATE HIGHWAY
 KG0650'18 AND 6 FEET NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 KG0650'CUT NO 1 1950 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KG0650'
 KG0650'REFERENCE MARK NO. 2 IS ON THE SAME ELEVATION AS THE STATION,
 KG0650'73 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 281 AND STATE
 KG0650'HIGHWAY 18 AND 6 FEET NORTH OF EAST-WEST FENCE LINE.  IT IS
 KG0650'STAMPED CUT NO 2 1950 AND SET FLUSH WITH THE SURFACE OF THE
 KG0650'GROUND.
 KG0650'
 KG0650'THE AZIMUTH MARK IS ON THE HIGHWAY RIGHT-OF-WAY, 74 FEET NORTH OF
 KG0650'THE CENTER OF U.S. HIGHWAY 281 AND STATE HIGHWAY 18, 42 FEET
 KG0650'EAST OF TELEPHONE POLE NO. A 66 AND 1 FOOT SOUTH OF HIGHWAY
 KG0650'RIGHT-OF-WAY MARKER.  IT IS STAMPED CUT 1950 AND PROJECTS
 KG0650'4 INCHES.
 KG0650'
 KG0650'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 KG0650'HIGHWAY 281 AND STATE HIGHWAY 18 FOR 0.5 MILE TO AZIMUTH MARK
 KG0650'ON THE RIGHT AS DESCRIBED.
 KG0650'
 KG0650'TO REACH THE STATION FROM THE POST OFFICE IN WALDO, GO SOUTH
 KG0650'ON MAIN STREET FOR 0.2 MILE TO JUNCTION WITH U.S. HIGHWAY 281
 KG0650'AND STATE HIGHWAY 18, TURN RIGHT ON U.S. HIGHWAY 281 AND
 KG0650'STATE HIGHWAY 18 FOR 1.9 MILES TO SUMMIT OF HILL AND STATION
 KG0650'OF HIGH BANK ON THE LEFT AS DESCRIBED.
 KG0650'
 KG0650'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0959 ***********************************************************************
 KF0959  DESIGNATION -  CW 13
 KF0959  PID         -  KF0959
 KF0959  STATE/COUNTY-  KS/REPUBLIC
 KF0959  USGS QUAD   -  COURTLAND (1969)
 KF0959
 KF0959                         *CURRENT SURVEY CONTROL
 KF0959  ___________________________________________________________________
 KF0959* NAD 83(1997)-  39 45 18.69359(N)    097 53 41.91604(W)     ADJUSTED  
 KF0959* NAVD 88     -       458.     (meters)    1503.     (feet)  SCALED    
 KF0959  ___________________________________________________________________
 KF0959  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 KF0959  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 KF0959
 KF0959  HORZ ORDER  -  SECOND
 KF0959
 KF0959.The horizontal coordinates were established by classical geodetic methods
 KF0959.and adjusted by the National Geodetic Survey in October 1998..
 KF0959
 KF0959.The orthometric height was scaled from a topographic map.
 KF0959
 KF0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0959
 KF0959.The geoid height was determined by GEOID03.
 KF0959
 KF0959;                    North         East     Units Scale Factor Converg.
 KF0959;SPC KS N     -   157,853.066   409,000.249   MT  0.99999556   +0 03 59.2
 KF0959;UTM  14      - 4,401,170.380   594,661.516   MT  0.99971032   +0 42 24.2
 KF0959
 KF0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0959!SPC KS N     -   0.99993229  x   0.99999556  =   0.99992785
 KF0959!UTM  14      -   0.99993229  x   0.99971032  =   0.99964262
 KF0959
 KF0959                          SUPERSEDED SURVEY CONTROL
 KF0959
 KF0959  NAD 83(1997)-  39 45 18.69438(N)    097 53 41.91622(W) AD(       ) 2
 KF0959  NAD 83(1986)-  39 45 18.69888(N)    097 53 41.91565(W) AD(       ) 2
 KF0959  NAD 27      -  39 45 18.66400(N)    097 53 40.75700(W) AD(       ) 2
 KF0959
 KF0959.Superseded values are not recommended for survey control.
 KF0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0959.See file dsdata.txt to determine how the superseded data were derived.
 KF0959
 KF0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK9466201170(NAD 83)
 KF0959_MARKER: DB = BENCH MARK DISK
 KF0959_SETTING: 0 = UNSPECIFIED SETTING
 KF0959
 KF0959  HISTORY     - Date     Condition        Report By
 KF0959  HISTORY     - 1950     MONUMENTED       BOR
 KF0959
 KF0959                          STATION DESCRIPTION
 KF0959
 KF0959'DESCRIBED BY US BUREAU OF RECLAMATION 1950
 KF0959'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF THE CENTER OF
 KF0959'COURTLAND IN THE SOUTHEAST ANGLE OF CROSSROAD AND IN THE NORTHWEST
 KF0959'CORNER OF A WHEAT FIELD ON LAND OWNED BY MRS. HILDA E. STEINER OF
 KF0959'COURTLAND.
 KF0959'
 KF0959'U.S. BUREAU OF RECLAMATION BENCH MARK 30 WHICH IS NOW STAMPED
 KF0959'CW 13 IS IN THE SOUTHWEST
 KF0959'ANGLE OF THE INTERSECTION, 42 FEET WEST OF THE CENTER OF GRAVEL
 KF0959'ROAD, AND 23 FEET SOUTH OF THE CENTER OF GRADED ROAD.  IT IS A
 KF0959'U.S. BUREAU OF RECLAMATION BENCH MARK CAP RIVETED ON TOP OF A
 KF0959'2-INCH IRON PIPE WHICH IS IMBEDDED IN CONCRETE AND PROJECTS 2
 KF0959'INCHES.  IT IS STAMPED CW 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1119 ***********************************************************************
 HE1119  DESIGNATION -  CYCLONE
 HE1119  PID         -  HE1119
 HE1119  STATE/COUNTY-  KS/CRAWFORD
 HE1119  USGS QUAD   -  GRINDSTONE CREEK (1973)
 HE1119
 HE1119                         *CURRENT SURVEY CONTROL
 HE1119  ___________________________________________________________________
 HE1119* NAD 83(1997)-  37 28 12.98149(N)    094 53 05.59639(W)     ADJUSTED  
 HE1119* NAVD 88     -       299.9    (meters)     984.     (feet)  VERTCON   
 HE1119  ___________________________________________________________________
 HE1119  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HE1119  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HE1119
 HE1119  HORZ ORDER  -  SECOND
 HE1119
 HE1119.The horizontal coordinates were established by classical geodetic methods
 HE1119.and adjusted by the National Geodetic Survey in October 1998..
 HE1119
 HE1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1119
 HE1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1119
 HE1119.The geoid height was determined by GEOID03.
 HE1119
 HE1119;                    North         East     Units Scale Factor Converg.
 HE1119;SPC KS S     -   495,386.928   719,703.652   MT  0.99996621   +2 13 17.7
 HE1119;UTM  15      - 4,148,711.552   333,320.706   MT  0.99994222   -1 08 49.0
 HE1119
 HE1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1119!SPC KS S     -   0.99995774  x   0.99996621  =   0.99992395
 HE1119!UTM  15      -   0.99995774  x   0.99994222  =   0.99989996
 HE1119
 HE1119:                Primary Azimuth Mark                     Grid Az
 HE1119:SPC KS S     -  GIRARD REA SEKAN ELEC RAD MAST           038 00 13.3
 HE1119:UTM  15      -  GIRARD REA SEKAN ELEC RAD MAST           041 22 20.0
 HE1119
 HE1119|---------------------------------------------------------------------|
 HE1119| PID    Reference Object                     Distance      Geod. Az  |
 HE1119|                                                           dddmmss.s |
 HE1119| HE1146 GIRARD REA SEKAN ELEC RAD MAST      APPROX. 6.0 KM 0401331.0 |
 HE1119| HE1145 GIRARD CO SHERIFFS RADIO MAST       APPROX. 5.7 KM 0414245.7 |
 HE1119| HE1147 GIRARD MUNICIPAL TANK               APPROX. 5.8 KM 0435221.0 |
 HE1119| HE1101 GIRARD CRAW KAN TEL COOP MAST       APPROX. 4.7 KM 0512053.8 |
 HE1119| CM3900 CYCLONE AZ MK                                      0923410.5 |
 HE1119| CM3901 CYCLONE RM 1                         19.587 METERS 10123     |
 HE1119| CM3902 CYCLONE RM 2                        112.310 METERS 23639     |
 HE1119|---------------------------------------------------------------------|
 HE1119
 HE1119                          SUPERSEDED SURVEY CONTROL
 HE1119
 HE1119  NAD 83(1997)-  37 28 12.98717(N)    094 53 05.59679(W) AD(       ) 2
 HE1119  NAD 83(1986)-  37 28 12.99263(N)    094 53 05.58863(W) AD(       ) 2
 HE1119  NAD 27      -  37 28 12.80641(N)    094 53 04.71624(W) AD(       ) 2
 HE1119  NGVD 29 (07/19/86)  299.8    (m)          984.     (f) VERT ANG       
 HE1119
 HE1119.Superseded values are not recommended for survey control.
 HE1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1119.See file dsdata.txt to determine how the superseded data were derived.
 HE1119
 HE1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3332148712(NAD 83)
 HE1119_MARKER: DS = TRIANGULATION STATION DISK
 HE1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1119
 HE1119  HISTORY     - Date     Condition        Report By
 HE1119  HISTORY     - 1966     MONUMENTED       CGS
 HE1119
 HE1119                          STATION DESCRIPTION
 HE1119
 HE1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1119'THE STATION IS ABOUT 10-1/2 MILES NORTHWEST OF PITTSBURG, 3-1/2
 HE1119'MILES SOUTHWEST OF GIRARD, 3-1/2 MILES NORTHWEST OF BEULAH,
 HE1119'IN A CULTIVATED FIELD LEASED BY MR. WAYNE FILKEL WHO LIVES 1
 HE1119'MILE NORTH OF THE STATION.
 HE1119'
 HE1119'TO REACH THE STATION FROM THE COURT HOUSE IN GIRARD, GO SOUTH
 HE1119'ON STATE HIGHWAY 7 FOR 2.8 MILES TO A T-INTERSECTION.  TURN RIGHT
 HE1119'AND GO WEST ON PAVED ROAD FOR 2.05 MILES TO THE AZIMUTH MARK
 HE1119'ON THE LEFT.  CONTINUE AHEAD, WEST, FOR 0.3 MILE TO A FIELD
 HE1119'ENTRANCE ROAD AND THE STATION ON THE RIGHT.
 HE1119'
 HE1119'STATION MARK IS A STANDARD DISK, STAMPED CYCLONE 1964, SET IN
 HE1119'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 10 INCHES
 HE1119'BELOW THE GROUND SURFACE.  IT IS 65.3 FEET WEST-NORTHWEST OF A
 HE1119'TELEPHONE POLE, 38 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 HE1119'PAVED ROAD AND 36 FEET NORTHEAST OF THE CENTERLINE OF A FIELD
 HE1119'ENTRANCE ROAD.
 HE1119'
 HE1119'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CYCLONE NO 1 1964,
 HE1119'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1
 HE1119'INCH.  IT IS 26 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD,
 HE1119'1 FOOT WEST OF THE TELEPHONE POLE AND ABOUT THE SAME ELEVATION
 HE1119'AS THE STATION.
 HE1119'
 HE1119'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CYCLONE NO 2 1964,
 HE1119'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1
 HE1119'INCH.  IT IS 23 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 HE1119'ROAD, 5.7 FEET EAST-NORTHEAST OF A POWER LINE POLE, 2 FEET WEST
 HE1119'OF A FENCE CORNER POST, 1.7 FEET WEST OF A WITNESS POST AND
 HE1119'ABOUT THE SAME ELEVATION AS THE STATION.
 HE1119'
 HE1119'AZIMUTH MARK IS A STANDARD DISK, STAMPED CYCLONE 1964, SET IN
 HE1119'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 HE1119'IT IS 28 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST PAVED ROAD,
 HE1119'2.7 FEET EAST OF THE WITNESS POST AND 2 FEET WEST OF A POWER LINE
 HE1119'POLE.
 HE1119'
 HE1119'HEIGHT OF LIGHT ABOVE STATION MARK 14.63 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0794 ***********************************************************************
 KF0794  DESIGNATION -  CYW A
 KF0794  PID         -  KF0794
 KF0794  STATE/COUNTY-  KS/CLAY
 KF0794  USGS QUAD   -  CLAY CENTER NW (1964)
 KF0794
 KF0794                         *CURRENT SURVEY CONTROL
 KF0794  ___________________________________________________________________
 KF0794* NAD 83(1997)-  39 23 34.49415(N)    097 09 28.42366(W)     ADJUSTED  
 KF0794* NAVD 88     -       367.830  (meters)    1206.79   (feet)  ADJUSTED  
 KF0794  ___________________________________________________________________
 KF0794  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 KF0794  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 KF0794  DYNAMIC HT  -         367.620 (meters)    1206.10  (feet)  COMP
 KF0794  MODELED GRAV-     980,044.2   (mgal)                       NAVD 88
 KF0794
 KF0794  HORZ ORDER  -  THIRD
 KF0794  VERT ORDER  -  THIRD
 KF0794
 KF0794.This mark is at Clay Center Municipal Airport (CYW)
 KF0794
 KF0794.The horizontal coordinates were established by classical geodetic methods
 KF0794.and adjusted by the National Geodetic Survey in October 1998..
 KF0794
 KF0794.The orthometric height was determined by differential leveling
 KF0794.and adjusted by the National Geodetic Survey in June 1991..
 KF0794
 KF0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0794
 KF0794.The geoid height was determined by GEOID03.
 KF0794
 KF0794.The dynamic height is computed by dividing the NAVD 88
 KF0794.geopotential number by the normal gravity value computed on the
 KF0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0794.degrees latitude (g = 980.6199 gals.).
 KF0794
 KF0794.The modeled gravity was interpolated from observed gravity values.
 KF0794
 KF0794;                    North         East     Units Scale Factor Converg.
 KF0794;SPC KS N     -   117,963.760   472,539.359   MT  0.99995992   +0 31 58.1
 KF0794;UTM  14      - 4,361,998.919   658,630.470   MT  0.99990983   +1 10 09.5
 KF0794
 KF0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0794!SPC KS N     -   0.99994656  x   0.99995992  =   0.99990648
 KF0794!UTM  14      -   0.99994656  x   0.99990983  =   0.99985639
 KF0794
 KF0794:                Primary Azimuth Mark                     Grid Az
 KF0794:SPC KS N     -  CLAY CENTER OLD WATER TANK               090 25 24.5
 KF0794:UTM  14      -  CLAY CENTER OLD WATER TANK               089 47 13.1
 KF0794
 KF0794|---------------------------------------------------------------------|
 KF0794| PID    Reference Object                     Distance      Geod. Az  |
 KF0794|                                                           dddmmss.s |
 KF0794| KF1194 CLAY CENTER OLD WATER TANK          APPROX. 3.1 KM 0905722.6 |
 KF0794| KF1192 CLAY CENTER MICROWAVE TOWER         APPROX. 3.8 KM 0963902.8 |
 KF0794| KF1193 CLAY CENTER NEW WATER TANK          APPROX. 4.0 KM 1083952.7 |
 KF0794| KF0840 CLAY CENTER REA RADIO MAST          APPROX. 6.5 KM 1190633.9 |
 KF0794|---------------------------------------------------------------------|
 KF0794
 KF0794                          SUPERSEDED SURVEY CONTROL
 KF0794
 KF0794  NAD 83(1986)-  39 23 34.50174(N)    097 09 28.42231(W) AD(       ) 3
 KF0794  NAD 27      -  39 23 34.51440(N)    097 09 27.36273(W) AD(       ) 3
 KF0794  NGVD 29 (12/08/88)  367.73   (m)         1206.5    (f) LEVELING    3  
 KF0794
 KF0794.Superseded values are not recommended for survey control.
 KF0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0794.See file dsdata.txt to determine how the superseded data were derived.
 KF0794
 KF0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5863061999(NAD 83)
 KF0794_MARKER: DD = SURVEY DISK
 KF0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0794_SP_SET: CONCRETE POST
 KF0794_STAMPING: CYW A 1987
 KF0794_MARK LOGO: NOSAMC
 KF0794_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KF0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0794
 KF0794  HISTORY     - Date     Condition        Report By
 KF0794  HISTORY     - 1987     MONUMENTED       NOS
 KF0794  HISTORY     - 1987     GOOD             NOS
 KF0794  HISTORY     - 19910409 GOOD             NGS
 KF0794
 KF0794                          STATION DESCRIPTION
 KF0794
 KF0794'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JDS)
 KF0794'THE STATION IS LOCATED IN THE NORTH PART OF THE CLAY CENTER
 KF0794'AIRPORT, WEST OF THE NORTH EDGE OF THE NORTH-SOUTH RUNWAY.
 KF0794'
 KF0794'THE AIRPORT MANAGER SHOULD BE CONTACTED PRIOR TO THIS STATIONS
 KF0794'USE.
 KF0794'
 KF0794'THE STATION IS A STANDARD NOS DISK STAMPED---CYW A 1987---,
 KF0794'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 KF0794'FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 73.51 METERS
 KF0794'(241.2 FEET) WEST FROM THE CENTERLINE OF RUNWAY 17.
 KF0794'
 KF0794'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 KF0794'
 KF0794'DESCRIBED BY J D SHEA.
 KF0794
 KF0794                          STATION RECOVERY (1987)
 KF0794
 KF0794'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KF0794'IN CLAY CENTER.
 KF0794'THE STATION IS LOCATED ON THE NORTH AREA OF THE CLAY CENTER AIRPORT
 KF0794'WEST OF THE NORT END OF THE NORTH-SOUTH RUNWAY.  THE MARK IS A
 KF0794'STANDARD NOS ALUMINUM DISK SET INTO THE TOP OF A 10 INCH DIAMETER
 KF0794'CONCRETE MONUMENT FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED
 KF0794'241.2 FEET WEST OF THE CENTERLINE END OF RUNWAY 17.
 KF0794
 KF0794                          STATION RECOVERY (1991)
 KF0794
 KF0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KF0794'THE STATION IS LOCATED AT THE NORTH END OF THE CLAY CENTER MUNICIPAL
 KF0794'AIRPORT, WEST OF THE CL END RWY 17 AND ON LINE WITH THE RUNWAY END.
 KF0794'THE STATION IS 241.3 FT (73.5 M) WEST OF CL END RWY 17, 62.7 FT (19.1
 KF0794'M) WEST OF THE NORTHWEST CORNER OF THE RUN-UP PAD, 79.5 FT (24.2 M)
 KF0794'NORTHWEST OF THE SOUTHWEST CORNER OF THE RUN-UP PAD.  THE STATION IS
 KF0794'AN NOS DISK STAMPED CYW A 1987, SET IN CONCRETE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0792 ***********************************************************************
 KF0792  DESIGNATION -  CYW B
 KF0792  PID         -  KF0792
 KF0792  STATE/COUNTY-  KS/CLAY
 KF0792  USGS QUAD   -  CLAY CENTER NW (1964)
 KF0792
 KF0792                         *CURRENT SURVEY CONTROL
 KF0792  ___________________________________________________________________
 KF0792* NAD 83(1997)-  39 22 57.86225(N)    097 09 29.76505(W)     ADJUSTED  
 KF0792* NAVD 88     -       367.442  (meters)    1205.52   (feet)  ADJUSTED  
 KF0792  ___________________________________________________________________
 KF0792  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 KF0792  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 KF0792  DYNAMIC HT  -         367.232 (meters)    1204.83  (feet)  COMP
 KF0792  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 KF0792
 KF0792  HORZ ORDER  -  THIRD
 KF0792  VERT ORDER  -  THIRD
 KF0792
 KF0792.This mark is at Clay Center Municipal Airport (CYW)
 KF0792
 KF0792.The horizontal coordinates were established by classical geodetic methods
 KF0792.and adjusted by the National Geodetic Survey in October 1998..
 KF0792
 KF0792.The orthometric height was determined by differential leveling
 KF0792.and adjusted by the National Geodetic Survey in June 1991..
 KF0792
 KF0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0792
 KF0792.The geoid height was determined by GEOID03.
 KF0792
 KF0792.The dynamic height is computed by dividing the NAVD 88
 KF0792.geopotential number by the normal gravity value computed on the
 KF0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0792.degrees latitude (g = 980.6199 gals.).
 KF0792
 KF0792.The modeled gravity was interpolated from observed gravity values.
 KF0792
 KF0792;                    North         East     Units Scale Factor Converg.
 KF0792;SPC KS N     -   116,833.839   472,517.764   MT  0.99995950   +0 31 57.3
 KF0792;UTM  14      - 4,360,868.885   658,621.426   MT  0.99990979   +1 10 07.7
 KF0792
 KF0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0792!SPC KS N     -   0.99994662  x   0.99995950  =   0.99990612
 KF0792!UTM  14      -   0.99994662  x   0.99990979  =   0.99985642
 KF0792
 KF0792:                Primary Azimuth Mark                     Grid Az
 KF0792:SPC KS N     -  CLAY CENTER OLD WATER TANK               070 15 09.2
 KF0792:UTM  14      -  CLAY CENTER OLD WATER TANK               069 36 58.8
 KF0792
 KF0792|---------------------------------------------------------------------|
 KF0792| PID    Reference Object                     Distance      Geod. Az  |
 KF0792|                                                           dddmmss.s |
 KF0792| KF1194 CLAY CENTER OLD WATER TANK          APPROX. 3.3 KM 0704706.5 |
 KF0792| KF1192 CLAY CENTER MICROWAVE TOWER         APPROX. 3.9 KM 0795348.6 |
 KF0792| KF1193 CLAY CENTER NEW WATER TANK          APPROX. 3.8 KM 0920858.7 |
 KF0792| KF0840 CLAY CENTER REA RADIO MAST          APPROX. 6.0 KM 1093037.5 |
 KF0792|---------------------------------------------------------------------|
 KF0792
 KF0792                          SUPERSEDED SURVEY CONTROL
 KF0792
 KF0792  NAD 83(1986)-  39 22 57.86984(N)    097 09 29.76377(W) AD(       ) 3
 KF0792  NAD 27      -  39 22 57.88199(N)    097 09 28.70654(W) AD(       ) 3
 KF0792  NGVD 29 (12/08/88)  367.34   (m)         1205.2    (f) LEVELING    3  
 KF0792
 KF0792.Superseded values are not recommended for survey control.
 KF0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0792.See file dsdata.txt to determine how the superseded data were derived.
 KF0792
 KF0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5862160869(NAD 83)
 KF0792_MARKER: DD = SURVEY DISK
 KF0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0792_SP_SET: CONCRETE POST
 KF0792_STAMPING: CYW B 1987
 KF0792_MARK LOGO: NOS   
 KF0792_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KF0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0792
 KF0792  HISTORY     - Date     Condition        Report By
 KF0792  HISTORY     - 1987     MONUMENTED       NOS
 KF0792  HISTORY     - 1987     GOOD             NOS
 KF0792  HISTORY     - 19910409 GOOD             NGS
 KF0792
 KF0792                          STATION DESCRIPTION
 KF0792
 KF0792'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JDS)
 KF0792'THE STATION IS LOCATED IN THE SOUTH PART OF THE CLAY CENTER
 KF0792'AIRPORT NEAR THE WINDSOCK AND WEST OF THE NORTH-SOUTH RUNWAY.
 KF0792'
 KF0792'THE AIRPORT MANAGER SHOULD BE CONTACTED PRIOR TO THIS STATIONS USE.
 KF0792'
 KF0792'THE STATION IS A STANDARD NOS DISK STAMPED---CYW B 1987---,
 KF0792'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 KF0792'FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 169.48 METERS
 KF0792'(556.04 FEET) NORTHWEST FROM THE CENTERLINE END OF RUNWAY 35
 KF0792'AND 3.0 METERS(9.8 FEET) SOUTHEAST FROM THE WINDSOCK.
 KF0792'
 KF0792'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 KF0792'
 KF0792'DESCRIBED BY J D SHEA.
 KF0792
 KF0792                          STATION RECOVERY (1987)
 KF0792
 KF0792'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KF0792'IN CLAY CENTER.
 KF0792'THE STATION IS LOCATED IN THE SOUTHEAST PART OF CLAY CENTER AIRPORT
 KF0792'NEAR THE WINDSOCK.  THE MARK IS A STANDARD NOS ALUMINUM DISK SET INTO
 KF0792'THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE
 KF0792'EXISTING GROUND.  IT IS LOCATED 556.04 FEET NORTHWEST OF THE
 KF0792'CENTERLINE END OF RUNWAY 35 AND 9.8 FEET SOUTHEAST OF THE WINDSOCK.
 KF0792
 KF0792                          STATION RECOVERY (1991)
 KF0792
 KF0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KF0792'THE STATION IS LOCATED AT THE CLAY CENTER MUNICIPAL AIRPORT, AT THE
 KF0792'SOUTH END OF RUNWAY 17-35.  THE STATION IS 259 FT (78.9 M) WEST OF CL
 KF0792'RUNWAY 17-35, 17.1 FT (5.2 M) SOUTHEAST OF A LIGHTED WINDSOCK, 16.5 FT
 KF0792'(5.0 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE BASE, AND 4.6
 KF0792'FT (1.4 M) SOUTHEAST OF THE EDGE OF THE GRAVEL BASE OF THE WINDSOCK.
 KF0792'THE STATION IS AN NOS DISK STAMPED CYW B 1987, SET IN CONCRETE FLUSH
 KF0792'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1154 ***********************************************************************
 KF1154  DESIGNATION -  CZECH PRESBYTERIAN CH SPIRE
 KF1154  PID         -  KF1154
 KF1154  STATE/COUNTY-  KS/MARSHALL
 KF1154  USGS QUAD   -  BLUE RAPIDS SW (1983)
 KF1154
 KF1154                         *CURRENT SURVEY CONTROL
 KF1154  ___________________________________________________________________
 KF1154* NAD 83(1997)-  39 35 44.54502(N)    096 40 33.24900(W)     ADJUSTED  
 KF1154* NAVD 88     -                                                        
 KF1154  ___________________________________________________________________
 KF1154  LAPLACE CORR-          -9.34  (seconds)                    DEFLEC99
 KF1154  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 KF1154
 KF1154  HORZ ORDER  -  THIRD
 KF1154
 KF1154.The horizontal coordinates were established by classical geodetic methods
 KF1154.and adjusted by the National Geodetic Survey in October 1998..
 KF1154
 KF1154
 KF1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1154
 KF1154.The geoid height was determined by GEOID03.
 KF1154
 KF1154;                    North         East     Units Scale Factor Converg.
 KF1154;SPC KS N     -   140,972.144   513,726.894   MT  0.99997494   +0 50 16.0
 KF1154;UTM  14      - 4,385,466.659   699,559.660   MT  1.00009033   +1 28 54.4
 KF1154
 KF1154                          SUPERSEDED SURVEY CONTROL
 KF1154
 KF1154  NAD 83(1997)-  39 35 44.54882(N)    096 40 33.24773(W) AD(       ) 4
 KF1154  NAD 83(1986)-  39 35 44.55077(N)    096 40 33.24476(W) AD(       ) 4
 KF1154  NAD 27      -  39 35 44.55100(N)    096 40 32.18600(W) AD(       ) 3
 KF1154
 KF1154.Superseded values are not recommended for survey control.
 KF1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1154.See file dsdata.txt to determine how the superseded data were derived.
 KF1154
 KF1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9956085467(NAD 83)
 KF1154_MARKER: 90 = CHURCH SPIRE
 KF1154
 KF1154  HISTORY     - Date     Condition        Report By
 KF1154  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1154  HISTORY     - 1965     GOOD             CGS
 KF1154
 KF1154                          STATION DESCRIPTION
 KF1154
 KF1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1154'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF WATERVILLE
 KF1154'AND 5.5 MILES SOUTHWEST OF IRVING.  IT IS A WHITE FRAME
 KF1154'BUILDING WITH THE SPIRE ON THE EAST END.  IT IS IN THE NORTHWEST
 KF1154'ANGLE OF A CROSSROAD, 78 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 KF1154'GRAVELED ROAD AND 112 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KF1154'GRAVELED ROAD.  THE SPIRE IS ABOUT 40 FEET IN HEIGHT AND THE
 KF1154'POINT OBSERVED UPON WAS THE TOP OF THE SPIRE.
 KF1154'
 KF1154'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND STATE
 KF1154'HIGHWAY 9 IN WATERVILLE, GO SOUTH ON U.S. HIGHWAY 77 FOR
 KF1154'6.3 MILES TO A CROSSROAD, TURN LEFT AND GO 3.7 MILES TO THE
 KF1154'CHURCH ON THE LEFT AS DESCRIBED.
 KF1154
 KF1154                          STATION RECOVERY (1965)
 KF1154
 KF1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1154'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0528 ***********************************************************************
 KH0528  DESIGNATION -  D 100
 KH0528  PID         -  KH0528
 KH0528  STATE/COUNTY-  KS/CHEYENNE
 KH0528  USGS QUAD   -  BIRD CITY SOUTH NW (1981)
 KH0528
 KH0528                         *CURRENT SURVEY CONTROL
 KH0528  ___________________________________________________________________
 KH0528* NAD 83(1986)-  39 42 48.     (N)    101 42 43.     (W)     SCALED    
 KH0528* NAVD 88     -      1062.305  (meters)    3485.25   (feet)  ADJUSTED  
 KH0528  ___________________________________________________________________
 KH0528  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 KH0528  DYNAMIC HT  -        1061.466 (meters)    3482.49  (feet)  COMP
 KH0528  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 KH0528
 KH0528  VERT ORDER  -  SECOND    CLASS 0
 KH0528
 KH0528.The horizontal coordinates were scaled from a topographic map and have
 KH0528.an estimated accuracy of +/- 6 seconds.
 KH0528
 KH0528.The orthometric height was determined by differential leveling
 KH0528.and adjusted by the National Geodetic Survey in June 1991..
 KH0528
 KH0528.The geoid height was determined by GEOID03.
 KH0528
 KH0528.The dynamic height is computed by dividing the NAVD 88
 KH0528.geopotential number by the normal gravity value computed on the
 KH0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0528.degrees latitude (g = 980.6199 gals.).
 KH0528
 KH0528.The modeled gravity was interpolated from observed gravity values.
 KH0528
 KH0528;                    North         East    Units  Estimated Accuracy
 KH0528;SPC KS N     -   159,720.       81,790.      MT  (+/- 180 meters Scaled)
 KH0528
 KH0528                          SUPERSEDED SURVEY CONTROL
 KH0528
 KH0528  NGVD 29 (??/??/92) 1061.863  (m)         3483.80   (f) ADJ UNCH    2 0
 KH0528
 KH0528.Superseded values are not recommended for survey control.
 KH0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0528.See file dsdata.txt to determine how the superseded data were derived.
 KH0528
 KH0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ675994(NAD 83)
 KH0528_MARKER: DB = BENCH MARK DISK
 KH0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0528_STAMPING: D 100 1935
 KH0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0528+STABILITY: SURFACE MOTION
 KH0528
 KH0528  HISTORY     - Date     Condition        Report By
 KH0528  HISTORY     - 1935     MONUMENTED       CGS
 KH0528
 KH0528                          STATION DESCRIPTION
 KH0528
 KH0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0528'3.5 MI S FROM WHEELER.
 KH0528'3.5 MI. S. OF DEPOT ALONG STATE HWY. 27 AT A CROSS ROAD, 52 FT.
 KH0528'E. OF THE CENTER LINE OF THE HWY., 32 FT. N. OF THE CENTER
 KH0528'LINE OF AN E-W CROSS ROAD, 20 FT. E. OF A FENCE CORNER, AND 1 1/2
 KH0528'FT. S. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0469 ***********************************************************************
 KH0469  DESIGNATION -  D 101
 KH0469  PID         -  KH0469
 KH0469  STATE/COUNTY-  KS/WALLACE
 KH0469  USGS QUAD   -  HARRIS DRAW WEST (1979)
 KH0469
 KH0469                         *CURRENT SURVEY CONTROL
 KH0469  ___________________________________________________________________
 KH0469* NAD 83(1986)-  39 03 38.     (N)    101 44 19.     (W)     SCALED    
 KH0469* NAVD 88     -      1103.658  (meters)    3620.92   (feet)  ADJUSTED  
 KH0469  ___________________________________________________________________
 KH0469  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 KH0469  DYNAMIC HT  -        1102.704 (meters)    3617.79  (feet)  COMP
 KH0469  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 KH0469
 KH0469  VERT ORDER  -  SECOND    CLASS 0
 KH0469
 KH0469.The horizontal coordinates were scaled from a topographic map and have
 KH0469.an estimated accuracy of +/- 6 seconds.
 KH0469
 KH0469.The orthometric height was determined by differential leveling
 KH0469.and adjusted by the National Geodetic Survey in June 1991..
 KH0469
 KH0469.The geoid height was determined by GEOID03.
 KH0469
 KH0469.The dynamic height is computed by dividing the NAVD 88
 KH0469.geopotential number by the normal gravity value computed on the
 KH0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0469.degrees latitude (g = 980.6199 gals.).
 KH0469
 KH0469.The modeled gravity was interpolated from observed gravity values.
 KH0469
 KH0469;                    North         East    Units  Estimated Accuracy
 KH0469;SPC KS N     -    87,410.       76,520.      MT  (+/- 180 meters Scaled)
 KH0469
 KH0469                          SUPERSEDED SURVEY CONTROL
 KH0469
 KH0469  NGVD 29 (??/??/92) 1103.201  (m)         3619.42   (f) ADJ UNCH    2 0
 KH0469
 KH0469.Superseded values are not recommended for survey control.
 KH0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0469.See file dsdata.txt to determine how the superseded data were derived.
 KH0469
 KH0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ630270(NAD 83)
 KH0469_MARKER: DB = BENCH MARK DISK
 KH0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0469_STAMPING: D 101 1935
 KH0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0469+STABILITY: SURFACE MOTION
 KH0469
 KH0469  HISTORY     - Date     Condition        Report By
 KH0469  HISTORY     - 1935     MONUMENTED       CGS
 KH0469  HISTORY     - 1940     GOOD             NGS
 KH0469
 KH0469                          STATION DESCRIPTION
 KH0469
 KH0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0469'11.6 MI N FROM SHARON SPRINGS.
 KH0469'TO REACH FROM THE WALLACE COUNTY COURT HOUSE IN SHARON SPRINGS,
 KH0469'PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 27, GO 11.6 MILES.
 KH0469'BENCH MARK IS AT A CROSS-INTERSECTION OF STATE HIGHWAY NO. 27 AND
 KH0469'AN EAST-WEST SECTION LINE ROAD, 65 YARDS SOUTHWEST OF
 KH0469'INTERSECTION, 61 YARDS SOUTH OF CENTER LINE OF EAST-WEST SECTION
 KH0469'LINE ROAD, 37 FEET WEST OF CENTER LINE OF STATE HIGHWAY NO. 27,
 KH0469'3.4 FEET SOUTH OF A FENCE CORNER, 1.7 FEET NORTH OF A 4 X 4
 KH0469'INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET, 1.3 FEET WEST
 KH0469'OF FENCE.  STD. DISK B M IN CAST-IN-PLACE CONCRETE POST
 KH0469'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0258 ***********************************************************************
 JH0258  DESIGNATION -  D 103
 JH0258  PID         -  JH0258
 JH0258  STATE/COUNTY-  KS/WICHITA
 JH0258  USGS QUAD   -  MARIENTHAL (1976)
 JH0258
 JH0258                         *CURRENT SURVEY CONTROL
 JH0258  ___________________________________________________________________
 JH0258* NAD 83(1986)-  38 29 10.     (N)    101 13 12.     (W)     SCALED    
 JH0258* NAVD 88     -       981.751  (meters)    3220.96   (feet)  ADJUSTED  
 JH0258  ___________________________________________________________________
 JH0258  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 JH0258  DYNAMIC HT  -         980.918 (meters)    3218.23  (feet)  COMP
 JH0258  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 JH0258
 JH0258  VERT ORDER  -  SECOND    CLASS 0
 JH0258
 JH0258.The horizontal coordinates were scaled from a topographic map and have
 JH0258.an estimated accuracy of +/- 6 seconds.
 JH0258
 JH0258.The orthometric height was determined by differential leveling
 JH0258.and adjusted by the National Geodetic Survey in June 1991..
 JH0258
 JH0258.The geoid height was determined by GEOID03.
 JH0258
 JH0258.The dynamic height is computed by dividing the NAVD 88
 JH0258.geopotential number by the normal gravity value computed on the
 JH0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0258.degrees latitude (g = 980.6199 gals.).
 JH0258
 JH0258.The modeled gravity was interpolated from observed gravity values.
 JH0258
 JH0258;                    North         East    Units  Estimated Accuracy
 JH0258;SPC KS S     -   605,400.      162,720.      MT  (+/- 180 meters Scaled)
 JH0258
 JH0258                          SUPERSEDED SURVEY CONTROL
 JH0258
 JH0258  NGVD 29 (??/??/92)  981.414  (m)         3219.86   (f) ADJ UNCH    2 0
 JH0258
 JH0258.Superseded values are not recommended for survey control.
 JH0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0258.See file dsdata.txt to determine how the superseded data were derived.
 JH0258
 JH0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH063620(NAD 83)
 JH0258_MARKER: DB = BENCH MARK DISK
 JH0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0258_STAMPING: D 103 1935
 JH0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0258+STABILITY: SURFACE MOTION
 JH0258
 JH0258  HISTORY     - Date     Condition        Report By
 JH0258  HISTORY     - 1935     MONUMENTED       CGS
 JH0258  HISTORY     - 1940     GOOD             NGS
 JH0258  HISTORY     - 1976     MARK NOT FOUND   USGS
 JH0258
 JH0258                          STATION DESCRIPTION
 JH0258
 JH0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0258'0.5 MI W FROM MARIENTHAL.
 JH0258'0.5 MILE WEST OF MISSOURI PACIFIC RAILROAD STATION IN MARIENTHAL
 JH0258'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0258'RAILROAD, AT A GRADE CROSSING, 9.4 FEET NORTHEAST OF THE FOURTH
 JH0258'POLE EAST OF MILEPOST NO. 699-30, 58 FEET NORTHEAST OF CENTER
 JH0258'OF THE CROSSING, 44 FEET NORTH OF CENTER LINE OF THE TRACK, 38
 JH0258'FEET EAST OF CENTER LINE OF THE ROAD CROSSING THE TRACK, 5.0 FEET
 JH0258'SOUTH OF THE RIGHT-OF-WAY FENCE, 2.3 FEET WEST OF A 4 X 4 INCH
 JH0258'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 JH0258'0.2 FOOT.
 JH0258
 JH0258                          STATION RECOVERY (1976)
 JH0258
 JH0258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JH0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0611 ***********************************************************************
 KF0611  DESIGNATION -  D 106
 KF0611  PID         -  KF0611
 KF0611  STATE/COUNTY-  KS/REPUBLIC
 KF0611  USGS QUAD   -  MUNDEN (1968)
 KF0611
 KF0611                         *CURRENT SURVEY CONTROL
 KF0611  ___________________________________________________________________
 KF0611* NAD 83(1986)-  39 59 24.     (N)    097 34 29.     (W)     SCALED    
 KF0611* NAVD 88     -       479.355  (meters)    1572.68   (feet)  ADJUSTED  
 KF0611  ___________________________________________________________________
 KF0611  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 KF0611  DYNAMIC HT  -         479.075 (meters)    1571.77  (feet)  COMP
 KF0611  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 KF0611
 KF0611  VERT ORDER  -  SECOND    CLASS 0
 KF0611
 KF0611.The horizontal coordinates were scaled from a topographic map and have
 KF0611.an estimated accuracy of +/- 6 seconds.
 KF0611
 KF0611.The orthometric height was determined by differential leveling
 KF0611.and adjusted by the National Geodetic Survey in June 1991..
 KF0611
 KF0611.The geoid height was determined by GEOID03.
 KF0611
 KF0611.The dynamic height is computed by dividing the NAVD 88
 KF0611.geopotential number by the normal gravity value computed on the
 KF0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0611.degrees latitude (g = 980.6199 gals.).
 KF0611
 KF0611.The modeled gravity was interpolated from observed gravity values.
 KF0611
 KF0611;                    North         East    Units  Estimated Accuracy
 KF0611;SPC KS N     -   184,010.      436,320.      MT  (+/- 180 meters Scaled)
 KF0611
 KF0611                          SUPERSEDED SURVEY CONTROL
 KF0611
 KF0611  NGVD 29 (??/??/92)  479.193  (m)         1572.15   (f) ADJ UNCH    2 0
 KF0611
 KF0611.Superseded values are not recommended for survey control.
 KF0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0611.See file dsdata.txt to determine how the superseded data were derived.
 KF0611
 KF0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK216276(NAD 83)
 KF0611_MARKER: DB = BENCH MARK DISK
 KF0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0611_STAMPING: D 106 1934
 KF0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0611+STABILITY: SURFACE MOTION
 KF0611
 KF0611  HISTORY     - Date     Condition        Report By
 KF0611  HISTORY     - 1934     MONUMENTED       CGS
 KF0611  HISTORY     - 1965     GOOD             USGS
 KF0611
 KF0611                          STATION DESCRIPTION
 KF0611
 KF0611'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KF0611'2.8 MI E FROM CHESTER.
 KF0611'2.8 MI. EAST CHESTER, NEBR., 1.0 MI. S. AND 2.5 MI. E. OF,
 KF0611'T 1 S, R 2 W., 0.3 MI. N. OF SECTION CORNERS 5, 6, 7 AND 8,
 KF0611'210 FT. SE ALONG TRACK FROM RR X-ING AND 48 FT. NE (PERPENDICULAR)
 KF0611'OF L OF TRACK, 2 FT. SW OF FENCE, 2 FT. E OF CONCRETE CIRCULAR
 KF0611'(3 IN DIAM.) WITNESS POST, IN CONC. POST, PROJ. 2 IN, C AND
 KF0611'GS TABLET STAMPED D106 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0549 ***********************************************************************
 KE0549  DESIGNATION -  D 107
 KE0549  PID         -  KE0549
 KE0549  STATE/COUNTY-  KS/DONIPHAN
 KE0549  USGS QUAD   -  DENTON (1961)
 KE0549
 KE0549                         *CURRENT SURVEY CONTROL
 KE0549  ___________________________________________________________________
 KE0549* NAD 83(1986)-  39 43 57.     (N)    095 16 10.     (W)     SCALED    
 KE0549* NAVD 88     -       328.667  (meters)    1078.30   (feet)  ADJUSTED  
 KE0549  ___________________________________________________________________
 KE0549  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KE0549  DYNAMIC HT  -         328.476 (meters)    1077.67  (feet)  COMP
 KE0549  MODELED GRAV-     980,033.9   (mgal)                       NAVD 88
 KE0549
 KE0549  VERT ORDER  -  SECOND    CLASS 0
 KE0549
 KE0549.The horizontal coordinates were scaled from a topographic map and have
 KE0549.an estimated accuracy of +/- 6 seconds.
 KE0549
 KE0549.The orthometric height was determined by differential leveling
 KE0549.and adjusted by the National Geodetic Survey in June 1991..
 KE0549
 KE0549.The geoid height was determined by GEOID03.
 KE0549
 KE0549.The dynamic height is computed by dividing the NAVD 88
 KE0549.geopotential number by the normal gravity value computed on the
 KE0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0549.degrees latitude (g = 980.6199 gals.).
 KE0549
 KE0549.The modeled gravity was interpolated from observed gravity values.
 KE0549
 KE0549;                    North         East    Units  Estimated Accuracy
 KE0549;SPC KS N     -   158,860.      634,040.      MT  (+/- 180 meters Scaled)
 KE0549
 KE0549                          SUPERSEDED SURVEY CONTROL
 KE0549
 KE0549  NGVD 29 (??/??/92)  328.561  (m)         1077.95   (f) ADJ UNCH    2 0
 KE0549
 KE0549.Superseded values are not recommended for survey control.
 KE0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0549.See file dsdata.txt to determine how the superseded data were derived.
 KE0549
 KE0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE055005(NAD 83)
 KE0549_MARKER: DB = BENCH MARK DISK
 KE0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0549_STAMPING: D 107 1934
 KE0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0549+STABILITY: SURFACE MOTION
 KE0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0549+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2004
 KE0549
 KE0549  HISTORY     - Date     Condition        Report By
 KE0549  HISTORY     - 1934     MONUMENTED       CGS
 KE0549  HISTORY     - 1950     GOOD             NGS
 KE0549  HISTORY     - 20041029 GOOD             GEOCAC
 KE0549
 KE0549                          STATION DESCRIPTION
 KE0549
 KE0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0549'AT DENTON.
 KE0549'AT DENTON, DONIPHAN COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 KE0549'PACIFIC RAILROAD, 85 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 KE0549'THE STATION, AT A ROAD CROSSING, 34 FEET NORTH OF THE NORTH
 KE0549'RAIL, 33 FEET EAST OF THE CENTERLINE OF THE ROAD, 13 FEET SOUTH
 KE0549'OF A FENCE CORNER, AND 9 FEET EAST OF THE EAST EDGE OF THE SIDEWALK.
 KE0549'A STANDARD DISK, STAMPED D 107 1934 AND SET IN THE TOP OF A
 KE0549'CONCRETE POST.
 KE0549
 KE0549                          STATION RECOVERY (2004)
 KE0549
 KE0549'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0549'THE RAILROAD, RAILS, STATION AND SIDEWALK HAVE BEEN REMOVED.  THE
 KE0549'CONCRETE POST PROJECTS 12 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0955 ***********************************************************************
 KE0955  DESIGNATION -  D 108
 KE0955  PID         -  KE0955
 KE0955  STATE/COUNTY-  KS/BROWN
 KE0955  USGS QUAD   -  HORTON (1961)
 KE0955
 KE0955                         *CURRENT SURVEY CONTROL
 KE0955  ___________________________________________________________________
 KE0955* NAD 83(1986)-  39 40 54.     (N)    095 31 38.     (W)     SCALED    
 KE0955* NAVD 88     -       337.122  (meters)    1106.04   (feet)  ADJUSTED  
 KE0955  ___________________________________________________________________
 KE0955  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 KE0955  DYNAMIC HT  -         336.917 (meters)    1105.37  (feet)  COMP
 KE0955  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 KE0955
 KE0955  VERT ORDER  -  SECOND    CLASS 0
 KE0955
 KE0955.The horizontal coordinates were scaled from a topographic map and have
 KE0955.an estimated accuracy of +/- 6 seconds.
 KE0955
 KE0955.The orthometric height was determined by differential leveling
 KE0955.and adjusted by the National Geodetic Survey in June 1991..
 KE0955
 KE0955.The geoid height was determined by GEOID03.
 KE0955
 KE0955.The dynamic height is computed by dividing the NAVD 88
 KE0955.geopotential number by the normal gravity value computed on the
 KE0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0955.degrees latitude (g = 980.6199 gals.).
 KE0955
 KE0955.The modeled gravity was interpolated from observed gravity values.
 KE0955
 KE0955;                    North         East    Units  Estimated Accuracy
 KE0955;SPC KS N     -   152,580.      612,110.      MT  (+/- 180 meters Scaled)
 KE0955
 KE0955                          SUPERSEDED SURVEY CONTROL
 KE0955
 KE0955  NGVD 29 (??/??/92)  337.020  (m)         1105.71   (f) ADJ UNCH    2 0
 KE0955
 KE0955.Superseded values are not recommended for survey control.
 KE0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0955.See file dsdata.txt to determine how the superseded data were derived.
 KE0955
 KE0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD832954(NAD 83)
 KE0955_MARKER: DB = BENCH MARK DISK
 KE0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0955_SP_SET: CULVERT
 KE0955_STAMPING: D 108 1934
 KE0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0955
 KE0955  HISTORY     - Date     Condition        Report By
 KE0955  HISTORY     - 1934     MONUMENTED       CGS
 KE0955
 KE0955                          STATION DESCRIPTION
 KE0955
 KE0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0955'1.6 MI N FROM HORTON.
 KE0955'1.6 MILES NORTH ALONG U.S. HIGHWAY 73 FROM THE CITY HALL AT
 KE0955'HORTON, BROWN COUNTY, AT A COUNTY-ROAD INTERSECTION, 60 FEET
 KE0955'WEST OF THE CENTER LINE OF THE HIGHWAY, AT A CONCRETE CULVERT
 KE0955'UNDER THE ROAD, IN THE NORTH CONCRETE WINGWALL, AND 12 FEET
 KE0955'NORTH OF THE ROAD.  A STANDARD DISK, STAMPED D 108 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0956 ***********************************************************************
 KE0956  DESIGNATION -  D 108 RESET
 KE0956  PID         -  KE0956
 KE0956  STATE/COUNTY-  KS/BROWN
 KE0956  USGS QUAD   -  HORTON (1961)
 KE0956
 KE0956                         *CURRENT SURVEY CONTROL
 KE0956  ___________________________________________________________________
 KE0956* NAD 83(1986)-  39 40 54.     (N)    095 31 38.     (W)     SCALED    
 KE0956* NAVD 88     -       336.07   (meters)    1102.6    (feet)  RESET     
 KE0956  ___________________________________________________________________
 KE0956  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 KE0956
 KE0956  VERT ORDER  -  THIRD
 KE0956
 KE0956.The horizontal coordinates were scaled from a topographic map and have
 KE0956.an estimated accuracy of +/- 6 seconds.
 KE0956
 KE0956.The orthometric height was computed from unverified reset data.
 KE0956.No vertical observational check was made to the station.
 KE0956
 KE0956.The geoid height was determined by GEOID03.
 KE0956
 KE0956;                    North         East    Units  Estimated Accuracy
 KE0956;SPC KS N     -   152,580.      612,110.      MT  (+/- 180 meters Scaled)
 KE0956
 KE0956                          SUPERSEDED SURVEY CONTROL
 KE0956
 KE0956  NGVD 29 (??/??/??)  335.96   (m)         1102.2    (f) RESET       3  
 KE0956
 KE0956.Superseded values are not recommended for survey control.
 KE0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0956.See file dsdata.txt to determine how the superseded data were derived.
 KE0956
 KE0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD832954(NAD 83)
 KE0956_MARKER: DB = BENCH MARK DISK
 KE0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0956_STAMPING: D 108 RESET 1964
 KE0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0956+STABILITY: SURFACE MOTION
 KE0956
 KE0956  HISTORY     - Date     Condition        Report By
 KE0956  HISTORY     - 1964     MONUMENTED       KSHC
 KE0956
 KE0956                          STATION DESCRIPTION
 KE0956
 KE0956'DESCRIBED BY KS HIGHWAY COMM 1964
 KE0956'1.6 MI N FROM HORTON.
 KE0956'1.6 MILES NORTH ALONG U.S. HIGHWAY 73 FROM THE CITY HALL AT
 KE0956'HORTON, BROWN COUNTY, ROAD INTERSECTION, 64 FEET EAST OF THE
 KE0956'CENTERLINE OF THE HIGHWAY AND 58 FEET SOUTH OF THE ROAD SET IN
 KE0956'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0990 ***********************************************************************
 KE0990  DESIGNATION -  D 109
 KE0990  PID         -  KE0990
 KE0990  STATE/COUNTY-  KS/NEMAHA
 KE0990  USGS QUAD   -  BERN (1960)
 KE0990
 KE0990                         *CURRENT SURVEY CONTROL
 KE0990  ___________________________________________________________________
 KE0990* NAD 83(1986)-  39 57 22.     (N)    095 55 39.     (W)     SCALED    
 KE0990* NAVD 88     -       396.576  (meters)    1301.10   (feet)  ADJUSTED  
 KE0990  ___________________________________________________________________
 KE0990  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 KE0990  DYNAMIC HT  -         396.345 (meters)    1300.34  (feet)  COMP
 KE0990  MODELED GRAV-     980,033.2   (mgal)                       NAVD 88
 KE0990
 KE0990  VERT ORDER  -  SECOND    CLASS 0
 KE0990
 KE0990.The horizontal coordinates were scaled from a topographic map and have
 KE0990.an estimated accuracy of +/- 6 seconds.
 KE0990
 KE0990.The orthometric height was determined by differential leveling
 KE0990.and adjusted by the National Geodetic Survey in June 1991..
 KE0990
 KE0990.The geoid height was determined by GEOID03.
 KE0990
 KE0990.The dynamic height is computed by dividing the NAVD 88
 KE0990.geopotential number by the normal gravity value computed on the
 KE0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0990.degrees latitude (g = 980.6199 gals.).
 KE0990
 KE0990.The modeled gravity was interpolated from observed gravity values.
 KE0990
 KE0990;                    North         East    Units  Estimated Accuracy
 KE0990;SPC KS N     -   182,180.      577,080.      MT  (+/- 180 meters Scaled)
 KE0990
 KE0990                          SUPERSEDED SURVEY CONTROL
 KE0990
 KE0990  NGVD 29 (??/??/92)  396.458  (m)         1300.71   (f) ADJ UNCH    2 0
 KE0990
 KE0990.Superseded values are not recommended for survey control.
 KE0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0990.See file dsdata.txt to determine how the superseded data were derived.
 KE0990
 KE0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE499269(NAD 83)
 KE0990_MARKER: DB = BENCH MARK DISK
 KE0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0990_STAMPING: D 109 1934
 KE0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0990+STABILITY: SURFACE MOTION
 KE0990
 KE0990  HISTORY     - Date     Condition        Report By
 KE0990  HISTORY     - 1934     MONUMENTED       CGS
 KE0990  HISTORY     - 1960     GOOD             NGS
 KE0990
 KE0990                          STATION DESCRIPTION
 KE0990
 KE0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0990'2.5 MI SE FROM BERN.
 KE0990'2.5 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0990'RAILROAD FROM THE STATION AT BERN, NEMAHA COUNTY, AT AN
 KE0990'EAST-AND-WEST ROAD CROSSING, 81 FEET SOUTHWEST OF THE POINT
 KE0990'WHERE THE ROAD MAKES A JOG TO CROSS THE TRACK, 44 FEET SOUTH
 KE0990'OF THE SOUTH RAIL, 3 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE CORNER,
 KE0990'AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED D 109
 KE0990'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KE0990'ABOVE GROUND.
 KE0990
 KE0990                          STATION RECOVERY (1960)
 KE0990
 KE0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0381 ***********************************************************************
 KF0381  DESIGNATION -  D 112
 KF0381  PID         -  KF0381
 KF0381  STATE/COUNTY-  KS/WASHINGTON
 KF0381  USGS QUAD   -  WASHINGTON (1966)
 KF0381
 KF0381                         *CURRENT SURVEY CONTROL
 KF0381  ___________________________________________________________________
 KF0381* NAD 83(1986)-  39 49 18.     (N)    097 03 12.     (W)     SCALED    
 KF0381* NAVD 88     -       406.754  (meters)    1334.49   (feet)  ADJUSTED  
 KF0381  ___________________________________________________________________
 KF0381  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 KF0381  DYNAMIC HT  -         406.525 (meters)    1333.74  (feet)  COMP
 KF0381  MODELED GRAV-     980,051.6   (mgal)                       NAVD 88
 KF0381
 KF0381  VERT ORDER  -  SECOND    CLASS 0
 KF0381
 KF0381.The horizontal coordinates were scaled from a topographic map and have
 KF0381.an estimated accuracy of +/- 6 seconds.
 KF0381
 KF0381.The orthometric height was determined by differential leveling
 KF0381.and adjusted by the National Geodetic Survey in June 1991..
 KF0381
 KF0381.The geoid height was determined by GEOID03.
 KF0381
 KF0381.The dynamic height is computed by dividing the NAVD 88
 KF0381.geopotential number by the normal gravity value computed on the
 KF0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0381.degrees latitude (g = 980.6199 gals.).
 KF0381
 KF0381.The modeled gravity was interpolated from observed gravity values.
 KF0381
 KF0381;                    North         East    Units  Estimated Accuracy
 KF0381;SPC KS N     -   165,650.      481,050.      MT  (+/- 180 meters Scaled)
 KF0381
 KF0381                          SUPERSEDED SURVEY CONTROL
 KF0381
 KF0381  NGVD 29 (??/??/92)  406.631  (m)         1334.09   (f) ADJ UNCH    2 0
 KF0381
 KF0381.Superseded values are not recommended for survey control.
 KF0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0381.See file dsdata.txt to determine how the superseded data were derived.
 KF0381
 KF0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK666097(NAD 83)
 KF0381_MARKER: DD = SURVEY DISK
 KF0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0381_STAMPING: D 112 1934
 KF0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0381+STABILITY: SURFACE MOTION
 KF0381
 KF0381  HISTORY     - Date     Condition        Report By
 KF0381  HISTORY     - 1934     MONUMENTED       KSGS
 KF0381  HISTORY     - 1965     GOOD             NGS
 KF0381  HISTORY     - 20030531 MARK NOT FOUND   SCGS
 KF0381
 KF0381                          STATION DESCRIPTION
 KF0381
 KF0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0381'AT WASHINGTON.
 KF0381'AT WASHINTON, WASHINGTON COUNTY, AT A STREET CROSSING, ON THE
 KF0381'CHICAGO, BURLINTON AND QUINCY RAILROAD, 113 FEET WEST OF THE
 KF0381'NORTHWEST CORNER OF THE STATION, 63 FEET WEST OF THE CENTER
 KF0381'LINE OF THE STREET, 35 FEET NORTH OF THE NORTH RAIL OF A SIDE
 KF0381'TRACK, 18 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK AND
 KF0381'19 FEET SOUTHWEST OF A WATER COLUMN.  A STATE SURVEY DISK,
 KF0381'STAMPED.  D 112 1934, SET IN THE TOP OF A CONCRETE POST AND
 KF0381'PROJECTING 1 INCH ABOVE GROUND.
 KF0381
 KF0381                          STATION RECOVERY (2003)
 KF0381
 KF0381'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (JWR)
 KF0381'NOT RECOVERED, RAILROAD TRACKS HAVE BEEN REMOVED BUT THE RAILROAD
 KF0381'STATION IS STILL INTACT, MEASUREMENTS LED TO A GRADED PARKING AREA,
 KF0381'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0297 ***********************************************************************
 KF0297  DESIGNATION -  D 113
 KF0297  PID         -  KF0297
 KF0297  STATE/COUNTY-  KS/WASHINGTON
 KF0297  USGS QUAD   -  HANOVER WEST (1983)
 KF0297
 KF0297                         *CURRENT SURVEY CONTROL
 KF0297  ___________________________________________________________________
 KF0297* NAD 83(1986)-  39 53 38.     (N)    096 52 46.     (W)     SCALED    
 KF0297* NAVD 88     -       375.384  (meters)    1231.57   (feet)  ADJUSTED  
 KF0297  ___________________________________________________________________
 KF0297  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 KF0297  DYNAMIC HT  -         375.176 (meters)    1230.89  (feet)  COMP
 KF0297  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 KF0297
 KF0297  VERT ORDER  -  SECOND    CLASS 0
 KF0297
 KF0297.The horizontal coordinates were scaled from a topographic map and have
 KF0297.an estimated accuracy of +/- 6 seconds.
 KF0297
 KF0297.The orthometric height was determined by differential leveling
 KF0297.and adjusted by the National Geodetic Survey in June 1991..
 KF0297
 KF0297.The geoid height was determined by GEOID03.
 KF0297
 KF0297.The dynamic height is computed by dividing the NAVD 88
 KF0297.geopotential number by the normal gravity value computed on the
 KF0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0297.degrees latitude (g = 980.6199 gals.).
 KF0297
 KF0297.The modeled gravity was interpolated from observed gravity values.
 KF0297
 KF0297;                    North         East    Units  Estimated Accuracy
 KF0297;SPC KS N     -   173,840.      495,840.      MT  (+/- 180 meters Scaled)
 KF0297
 KF0297                          SUPERSEDED SURVEY CONTROL
 KF0297
 KF0297  NGVD 29 (??/??/92)  375.260  (m)         1231.17   (f) ADJ UNCH    2 0
 KF0297
 KF0297.Superseded values are not recommended for survey control.
 KF0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0297.See file dsdata.txt to determine how the superseded data were derived.
 KF0297
 KF0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK812181(NAD 83)
 KF0297_MARKER: DB = BENCH MARK DISK
 KF0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0297_SP_SET: CULVERT
 KF0297_STAMPING: D 113 1934
 KF0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0297
 KF0297  HISTORY     - Date     Condition        Report By
 KF0297  HISTORY     - 1934     MONUMENTED       CGS
 KF0297  HISTORY     - 1965     GOOD             NGS
 KF0297  HISTORY     - 1981     GOOD             KSGS
 KF0297
 KF0297                          STATION DESCRIPTION
 KF0297
 KF0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0297'AT HANOVER.
 KF0297'AT HANOVER, ABOUT 75 YARDS WEST OF THE NORTHWEST CORNER OF THE
 KF0297'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, IN THE SOUTHEAST
 KF0297'WINGWALL OF A CONCRETE CULVERT ALONG THE EAST - WEST STREET
 KF0297'AND 10 FEET SOUTH OF THE CENTER LINE OF THE STREET.  A STANDARD
 KF0297'DISK, STAMPED, D 113 1934.
 KF0297
 KF0297                          STATION RECOVERY (1981)
 KF0297
 KF0297'RECOVERY NOTE BY KANSAS GEODETIC SURVEY 1981
 KF0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0015 ***********************************************************************
 KF0015  DESIGNATION -  D 114
 KF0015  PID         -  KF0015
 KF0015  STATE/COUNTY-  KS/MARSHALL
 KF0015  USGS QUAD   -  BEATTIE (1966)
 KF0015
 KF0015                         *CURRENT SURVEY CONTROL
 KF0015  ___________________________________________________________________
 KF0015* NAD 83(1986)-  39 46 09.     (N)    096 28 58.     (W)     SCALED    
 KF0015* NAVD 88     -       364.568  (meters)    1196.09   (feet)  ADJUSTED  
 KF0015  ___________________________________________________________________
 KF0015  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 KF0015  DYNAMIC HT  -         364.348 (meters)    1195.37  (feet)  COMP
 KF0015  MODELED GRAV-     980,010.4   (mgal)                       NAVD 88
 KF0015
 KF0015  VERT ORDER  -  SECOND    CLASS 0
 KF0015
 KF0015.The horizontal coordinates were scaled from a topographic map and have
 KF0015.an estimated accuracy of +/- 6 seconds.
 KF0015
 KF0015.The orthometric height was determined by differential leveling
 KF0015.and adjusted by the National Geodetic Survey in June 1991..
 KF0015
 KF0015.The geoid height was determined by GEOID03.
 KF0015
 KF0015.The dynamic height is computed by dividing the NAVD 88
 KF0015.geopotential number by the normal gravity value computed on the
 KF0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0015.degrees latitude (g = 980.6199 gals.).
 KF0015
 KF0015.The modeled gravity was interpolated from observed gravity values.
 KF0015
 KF0015;                    North         East    Units  Estimated Accuracy
 KF0015;SPC KS N     -   160,490.      529,990.      MT  (+/- 180 meters Scaled)
 KF0015
 KF0015                          SUPERSEDED SURVEY CONTROL
 KF0015
 KF0015  NGVD 29 (??/??/92)  364.443  (m)         1195.68   (f) ADJ UNCH    2 0
 KF0015
 KF0015.Superseded values are not recommended for survey control.
 KF0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0015.See file dsdata.txt to determine how the superseded data were derived.
 KF0015
 KF0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK156051(NAD 83)
 KF0015_MARKER: DB = BENCH MARK DISK
 KF0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0015_STAMPING: D 114 1934
 KF0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0015+STABILITY: SURFACE MOTION
 KF0015
 KF0015  HISTORY     - Date     Condition        Report By
 KF0015  HISTORY     - 1934     MONUMENTED       CGS
 KF0015  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0015  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 KF0015
 KF0015                          STATION DESCRIPTION
 KF0015
 KF0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0015'AT WINIFRED.
 KF0015'AT WINIFRED, MARSHALL COUNTY, ON THE UNION PACIFIC RAILROAD,
 KF0015'300 FEET NORTHWEST OF THE STATION, AT A GRAVEL ROAD CROSSING,
 KF0015'37 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN TRACK, 26 FEET
 KF0015'NORTHWEST OF THE CENTER LINE OF THE ROAD, 22 FEET NORTHEAST
 KF0015'OF AN ELECTRIC CROSSING-WARNING SIGNAL, AND 39 FEET SOUTHWEST
 KF0015'OF A POWER-TRANSMISSION LINE POLE, A STANDARD DISK, STAMPED
 KF0015'D 114 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KF0015'3 INCHES ABOVE GROUND.  NOTE-- RAILROAD STATION HAS BEEN REMOVED.
 KF0015
 KF0015                          STATION RECOVERY (1981)
 KF0015
 KF0015'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0636 ***********************************************************************
 KF0636  DESIGNATION -  D 115
 KF0636  PID         -  KF0636
 KF0636  STATE/COUNTY-  KS/RILEY
 KF0636  USGS QUAD   -  MANHATTAN (1991)
 KF0636
 KF0636                         *CURRENT SURVEY CONTROL
 KF0636  ___________________________________________________________________
 KF0636* NAD 83(1986)-  39 11 16.     (N)    096 34 36.     (W)     SCALED    
 KF0636* NAVD 88     -       313.140  (meters)    1027.36   (feet)  ADJUSTED  
 KF0636  ___________________________________________________________________
 KF0636  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 KF0636  DYNAMIC HT  -         312.932 (meters)    1026.68  (feet)  COMP
 KF0636  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 KF0636
 KF0636  VERT ORDER  -  FIRST     CLASS II
 KF0636
 KF0636.The horizontal coordinates were scaled from a topographic map and have
 KF0636.an estimated accuracy of +/- 6 seconds.
 KF0636
 KF0636.The orthometric height was determined by differential leveling
 KF0636.and adjusted by the National Geodetic Survey in June 1991..
 KF0636.WARNING-Repeat measurements at this control monument indicate possible
 KF0636.vertical movement.
 KF0636
 KF0636.The geoid height was determined by GEOID03.
 KF0636
 KF0636.The dynamic height is computed by dividing the NAVD 88
 KF0636.geopotential number by the normal gravity value computed on the
 KF0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0636.degrees latitude (g = 980.6199 gals.).
 KF0636
 KF0636.The modeled gravity was interpolated from observed gravity values.
 KF0636
 KF0636;                    North         East    Units  Estimated Accuracy
 KF0636;SPC KS N     -    95,820.      522,960.      MT  (+/- 180 meters Scaled)
 KF0636
 KF0636                          SUPERSEDED SURVEY CONTROL
 KF0636
 KF0636  NGVD 29 (??/??/92)  312.996  (m)         1026.89   (f) ADJ UNCH    1 2
 KF0636
 KF0636.Superseded values are not recommended for survey control.
 KF0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0636.See file dsdata.txt to determine how the superseded data were derived.
 KF0636
 KF0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ092404(NAD 83)
 KF0636_MARKER: DB = BENCH MARK DISK
 KF0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0636_SP_SET: CONCRETE POST
 KF0636_STAMPING: D 115 1934
 KF0636_MARK LOGO: CGS   
 KF0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0636+STABILITY: SURFACE MOTION
 KF0636
 KF0636  HISTORY     - Date     Condition        Report By
 KF0636  HISTORY     - 1934     MONUMENTED       CGS
 KF0636  HISTORY     - 1968     POOR             NGS
 KF0636  HISTORY     - 1986     GOOD             NGS
 KF0636
 KF0636                          STATION DESCRIPTION
 KF0636
 KF0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 KF0636'AT MANHATTAN.
 KF0636'AT MANHATTAN, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 KF0636'NORTH MANHATTAN AVENUE AND VATTIER STREET, AT THE EAST ENTRANCE
 KF0636'OF THE KANSAS STATE UNIVERSITY, 33 FEET WEST OF THE WEST CURB
 KF0636'OF NORTH MANHATTAN AVENUE, 13 FEET SOUTH OF THE SOUTH CURB OF
 KF0636'VATTIER STREET, 11 FEET SOUTHWEST OF THE SOUTH STONE COLUMN
 KF0636'OF THE DRIVEWAY, AND SET IN THE TOP OF A ROUND CONCRETE POST
 KF0636'WHICH PROJECTS 2 INCHES.  NOTE-- THE DISK WAS FOUND IN GOOD
 KF0636'CONDITION BUT PARTS OF THE CONCRETE POST WAS FOUND BROKEN OFF
 KF0636'AND THE ELEVATION OF THIS MARK WAS PROBABLY DISTURBED.
 KF0636
 KF0636                          STATION RECOVERY (1986)
 KF0636
 KF0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0776 ***********************************************************************
 KE0776  DESIGNATION -  D 116
 KE0776  PID         -  KE0776
 KE0776  STATE/COUNTY-  KS/SHAWNEE
 KE0776  USGS QUAD   -  TOPEKA (1983)
 KE0776
 KE0776                         *CURRENT SURVEY CONTROL
 KE0776  ___________________________________________________________________
 KE0776* NAD 83(1986)-  39 03 45.     (N)    095 40 11.     (W)     SCALED    
 KE0776* NAVD 88     -       268.891  (meters)     882.19   (feet)  ADJUSTED  
 KE0776  ___________________________________________________________________
 KE0776  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KE0776  DYNAMIC HT  -         268.716 (meters)     881.61  (feet)  COMP
 KE0776  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 KE0776
 KE0776  VERT ORDER  -  FIRST     CLASS II
 KE0776
 KE0776.The horizontal coordinates were scaled from a topographic map and have
 KE0776.an estimated accuracy of +/- 6 seconds.
 KE0776
 KE0776.The orthometric height was determined by differential leveling
 KE0776.and adjusted by the National Geodetic Survey in June 1991..
 KE0776.WARNING-Repeat measurements at this control monument indicate possible
 KE0776.vertical movement.
 KE0776
 KE0776.The geoid height was determined by GEOID03.
 KE0776
 KE0776.The dynamic height is computed by dividing the NAVD 88
 KE0776.geopotential number by the normal gravity value computed on the
 KE0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0776.degrees latitude (g = 980.6199 gals.).
 KE0776
 KE0776.The modeled gravity was interpolated from observed gravity values.
 KE0776
 KE0776;                    North         East    Units  Estimated Accuracy
 KE0776;SPC KS N     -    83,540.      601,660.      MT  (+/- 180 meters Scaled)
 KE0776
 KE0776                          SUPERSEDED SURVEY CONTROL
 KE0776
 KE0776  NGVD 29 (??/??/92)  268.789  (m)          881.85   (f) ADJ UNCH    1 2
 KE0776
 KE0776.Superseded values are not recommended for survey control.
 KE0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0776.See file dsdata.txt to determine how the superseded data were derived.
 KE0776
 KE0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD690271(NAD 83)
 KE0776_MARKER: DD = SURVEY DISK
 KE0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0776_SP_SET: CONCRETE POST
 KE0776_STAMPING: D 116 1934
 KE0776_MARK LOGO: KSGS  
 KE0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0776+STABILITY: SURFACE MOTION
 KE0776
 KE0776  HISTORY     - Date     Condition        Report By
 KE0776  HISTORY     - 1934     MONUMENTED       CGS
 KE0776  HISTORY     - 1950     GOOD             KSGS
 KE0776  HISTORY     - 1986     GOOD             NGS
 KE0776  HISTORY     - 20051126 MARK NOT FOUND   GEOCAC
 KE0776
 KE0776                          STATION DESCRIPTION
 KE0776
 KE0776'DESCRIBED BY KANSAS GEODETIC SURVEY 1950
 KE0776'AT TOPEKA.
 KE0776'THE MARK IS 52.5 FEET SOUTH OF THE MOST SOUTHERN RAIL OF THE
 KE0776'UNION PACIFIC RAILROAD IN A SMALL PARK EAST OF THE DEPOT AT
 KE0776'THE EDGE OF A BRICK WALK, 37 FEET NORTHEAST OF THE SOUTHEAST
 KE0776'CORNER OF THE STATION, 20 FEET EAST OF THE EAST END OF STATION
 KE0776'AND 7 FEET SOUTH OF THE PROJECTED LINE OF THE NORTH SIDE OF THE
 KE0776'DINING ROOM.  THE MARK IS 1 INCH BELOW THE SURFACE OF THE GROUND.
 KE0776
 KE0776                          STATION RECOVERY (1986)
 KE0776
 KE0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0776'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  ADD--3.7 M
 KE0776'(12.1 FT) NORTH-NORTHWEST OF A FLAG POLE.  DELETE--IN A SMALL PARK.
 KE0776
 KE0776                          STATION RECOVERY (2005)
 KE0776
 KE0776'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0776'THE DEPOT IS NOW KNOW AS THE GREAT OVERLAND TRAIN STATION. THE
 KE0776'LOCATION IS A PATIO PAVED WITH CLAY PAVERS THAT WERE PLACED DURING THE
 KE0776'RENOVATION OF THE DEPOT.
 KE0776' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0510 ***********************************************************************
 KF0510  DESIGNATION -  D 116
 KF0510  PID         -  KF0510
 KF0510  STATE/COUNTY-  KS/CLOUD
 KF0510  USGS QUAD   -  AURORA (1965)
 KF0510
 KF0510                         *CURRENT SURVEY CONTROL
 KF0510  ___________________________________________________________________
 KF0510* NAD 83(1986)-  39 28 07.     (N)    097 32 49.     (W)     SCALED    
 KF0510* NAVD 88     -       442.949  (meters)    1453.24   (feet)  ADJUSTED  
 KF0510  ___________________________________________________________________
 KF0510  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 KF0510  DYNAMIC HT  -         442.676 (meters)    1452.35  (feet)  COMP
 KF0510  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 KF0510
 KF0510  VERT ORDER  -  FIRST     CLASS II
 KF0510
 KF0510.The horizontal coordinates were scaled from a topographic map and have
 KF0510.an estimated accuracy of +/- 6 seconds.
 KF0510
 KF0510.The orthometric height was determined by differential leveling
 KF0510.and adjusted by the National Geodetic Survey in June 1991..
 KF0510
 KF0510.The geoid height was determined by GEOID03.
 KF0510
 KF0510.The dynamic height is computed by dividing the NAVD 88
 KF0510.geopotential number by the normal gravity value computed on the
 KF0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0510.degrees latitude (g = 980.6199 gals.).
 KF0510
 KF0510.The modeled gravity was interpolated from observed gravity values.
 KF0510
 KF0510;                    North         East    Units  Estimated Accuracy
 KF0510;SPC KS N     -   126,130.      438,990.      MT  (+/- 180 meters Scaled)
 KF0510
 KF0510                          SUPERSEDED SURVEY CONTROL
 KF0510
 KF0510  NGVD 29 (??/??/92)  442.818  (m)         1452.81   (f) ADJ UNCH    1 2
 KF0510
 KF0510.Superseded values are not recommended for survey control.
 KF0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0510.See file dsdata.txt to determine how the superseded data were derived.
 KF0510
 KF0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ249697(NAD 83)
 KF0510_MARKER: DB = BENCH MARK DISK
 KF0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0510_STAMPING: D 116 1934
 KF0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0510+STABILITY: SURFACE MOTION
 KF0510
 KF0510  HISTORY     - Date     Condition        Report By
 KF0510  HISTORY     - 1934     MONUMENTED       CGS
 KF0510  HISTORY     - 1947     GOOD             NGS
 KF0510
 KF0510                          STATION DESCRIPTION
 KF0510
 KF0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0510'1.5 MI NW FROM AURORA.
 KF0510'1.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0510'RAILROAD FROM THE STATION AT AURORA, 0.2 MILE NORTHWEST OF AN
 KF0510'EAST-WEST SECTION LINE ROAD CROSSING, 7 RAILS SOUTHEAST OF
 KF0510'BRIDGE NO. 103A, 48.0 FEET SOUTHEAST OF THE 7TH POLE NORTHWEST
 KF0510'OF THE CROSSING, 45.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 KF0510'THE TRACK, 1.8 FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST
 KF0510'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KF0510'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0397 ***********************************************************************
 KF0397  DESIGNATION -  D 117
 KF0397  PID         -  KF0397
 KF0397  STATE/COUNTY-  KS/CLAY
 KF0397  USGS QUAD   -  CLAY CENTER SE (1964)
 KF0397
 KF0397                         *CURRENT SURVEY CONTROL
 KF0397  ___________________________________________________________________
 KF0397* NAD 83(1986)-  39 20 48.     (N)    097 05 12.     (W)     SCALED    
 KF0397* NAVD 88     -       360.939  (meters)    1184.18   (feet)  ADJUSTED  
 KF0397  ___________________________________________________________________
 KF0397  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 KF0397  DYNAMIC HT  -         360.728 (meters)    1183.49  (feet)  COMP
 KF0397  MODELED GRAV-     980,028.9   (mgal)                       NAVD 88
 KF0397
 KF0397  VERT ORDER  -  SECOND    CLASS 0
 KF0397
 KF0397.The horizontal coordinates were scaled from a topographic map and have
 KF0397.an estimated accuracy of +/- 6 seconds.
 KF0397
 KF0397.The orthometric height was determined by differential leveling
 KF0397.and adjusted by the National Geodetic Survey in June 1991..
 KF0397
 KF0397.The geoid height was determined by GEOID03.
 KF0397
 KF0397.The dynamic height is computed by dividing the NAVD 88
 KF0397.geopotential number by the normal gravity value computed on the
 KF0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0397.degrees latitude (g = 980.6199 gals.).
 KF0397
 KF0397.The modeled gravity was interpolated from observed gravity values.
 KF0397
 KF0397;                    North         East    Units  Estimated Accuracy
 KF0397;SPC KS N     -   112,890.      478,730.      MT  (+/- 180 meters Scaled)
 KF0397
 KF0397                          SUPERSEDED SURVEY CONTROL
 KF0397
 KF0397  NGVD 29 (??/??/92)  360.836  (m)         1183.84   (f) ADJ UNCH    2 0
 KF0397
 KF0397.Superseded values are not recommended for survey control.
 KF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0397.See file dsdata.txt to determine how the superseded data were derived.
 KF0397
 KF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ648569(NAD 83)
 KF0397_MARKER: DB = BENCH MARK DISK
 KF0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0397_STAMPING: D 117 1934
 KF0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0397+STABILITY: SURFACE MOTION
 KF0397
 KF0397  HISTORY     - Date     Condition        Report By
 KF0397  HISTORY     - 1934     MONUMENTED       CGS
 KF0397  HISTORY     - 1961     MARK NOT FOUND   USGS
 KF0397
 KF0397                          STATION DESCRIPTION
 KF0397
 KF0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0397'2.8 MI SE FROM CLAY CENTER.
 KF0397'2.8 MILES SOUTHEAST OF UNION PAC. STATION AT CLAY CENTER ON
 KF0397'UNION PACIFIC RAILROAD AT A CROSSING AND CULVERT NO. 30.54.
 KF0397'40 FEET EAST OF CENTERLINE OF TRACKS, AND 38 FEET SOUTH OF
 KF0397'CROSSING.
 KF0397
 KF0397                          STATION RECOVERY (1961)
 KF0397
 KF0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KF0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0317 ***********************************************************************
 KG0317  DESIGNATION -  D 12
 KG0317  PID         -  KG0317
 KG0317  STATE/COUNTY-  KS/GRAHAM
 KG0317  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0317
 KG0317                         *CURRENT SURVEY CONTROL
 KG0317  ___________________________________________________________________
 KG0317* NAD 83(1986)-  39 16 18.     (N)    099 50 49.     (W)     SCALED    
 KG0317* NAVD 88     -       725.836  (meters)    2381.35   (feet)  POSTED    
 KG0317  ___________________________________________________________________
 KG0317  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 KG0317  DYNAMIC HT  -         725.300 (meters)    2379.59  (feet)  COMP
 KG0317  MODELED GRAV-     979,871.6   (mgal)                       NAVD 88
 KG0317
 KG0317  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KG0317
 KG0317.The horizontal coordinates were scaled from a topographic map and have
 KG0317.an estimated accuracy of +/- 6 seconds.
 KG0317
 KG0317.The orthometric height was determined by differential leveling
 KG0317.and adjusted by the National Geodetic Survey in 1992..
 KG0317.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KG0317.rate of 1.1 thru 2.0 mm/km.
 KG0317
 KG0317.The geoid height was determined by GEOID03.
 KG0317
 KG0317.The dynamic height is computed by dividing the NAVD 88
 KG0317.geopotential number by the normal gravity value computed on the
 KG0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0317.degrees latitude (g = 980.6199 gals.).
 KG0317
 KG0317.The modeled gravity was interpolated from observed gravity values.
 KG0317
 KG0317;                    North         East    Units  Estimated Accuracy
 KG0317;SPC KS N     -   105,790.      240,640.      MT  (+/- 180 meters Scaled)
 KG0317
 KG0317                          SUPERSEDED SURVEY CONTROL
 KG0317
 KG0317  NGVD 29 (??/??/92)  725.568  (m)         2380.47   (f) ADJ UNCH    1 2
 KG0317
 KG0317.Superseded values are not recommended for survey control.
 KG0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0317.See file dsdata.txt to determine how the superseded data were derived.
 KG0317
 KG0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ269472(NAD 83)
 KG0317_MARKER: DB = BENCH MARK DISK
 KG0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0317_STAMPING: D-12 -- 1933
 KG0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0317+STABILITY: SURFACE MOTION
 KG0317
 KG0317  HISTORY     - Date     Condition        Report By
 KG0317  HISTORY     - 1933     MONUMENTED       CGS
 KG0317
 KG0317                          STATION DESCRIPTION
 KG0317
 KG0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KG0317'6.2 MI S FROM HILL CITY.
 KG0317'IS LOCATED 6.2 MILES SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 KG0317'NO. 21 AND U.S. HY. 40 N. AT HILL CITY, AT TOP OF HILL THAT
 KG0317'RISES FROM BOTH NORTH AND SOUTH, 0.30 OF MILE NORTH OF FARM
 KG0317'HOUSE ON WEST SIDE OF ROAD, 28 FT. EAST OF CENTER OF HIGHWAY.
 KG0317'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0318 ***********************************************************************
 KG0318  DESIGNATION -  D 12 RESET
 KG0318  PID         -  KG0318
 KG0318  STATE/COUNTY-  KS/GRAHAM
 KG0318  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0318
 KG0318                         *CURRENT SURVEY CONTROL
 KG0318  ___________________________________________________________________
 KG0318* NAD 83(1986)-  39 16 18.     (N)    099 50 50.     (W)     SCALED    
 KG0318* NAVD 88     -       725.80   (+/-2cm)    2381.2    (feet)  VERTCON   
 KG0318  ___________________________________________________________________
 KG0318  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 KG0318
 KG0318  VERT ORDER  -  THIRD (See Below)
 KG0318
 KG0318.The horizontal coordinates were scaled from a topographic map and have
 KG0318.an estimated accuracy of +/- 6 seconds.
 KG0318
 KG0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0318.The vertical order pertains to the NGVD 29 superseded value.
 KG0318
 KG0318.The geoid height was determined by GEOID03.
 KG0318
 KG0318;                    North         East    Units  Estimated Accuracy
 KG0318;SPC KS N     -   105,790.      240,610.      MT  (+/- 180 meters Scaled)
 KG0318
 KG0318                          SUPERSEDED SURVEY CONTROL
 KG0318
 KG0318  NGVD 29 (??/??/??)  725.51   (m)         2380.3    (f) RESET       3  
 KG0318
 KG0318.Superseded values are not recommended for survey control.
 KG0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0318.See file dsdata.txt to determine how the superseded data were derived.
 KG0318
 KG0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ269472(NAD 83)
 KG0318_MARKER: DB = BENCH MARK DISK
 KG0318_SETTING: 0 = UNSPECIFIED SETTING
 KG0318_STAMPING: D 12 RESET 1935
 KG0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0318
 KG0318  HISTORY     - Date     Condition        Report By
 KG0318  HISTORY     - 1935     MONUMENTED       KSHC
 KG0318
 KG0318                          STATION DESCRIPTION
 KG0318
 KG0318'DESCRIBED BY KS HIGHWAY COMM 1935
 KG0318'6.2 MI S FROM HILL CITY.
 KG0318'6.2 MILES SOUTH ALONG OLD STATE HIGHWAY 21 (NOW U.S. HIGHWAY
 KG0318'283) FROM THE INTERSECTION OF U.S. HIGHWAY 24 AT HILL CITY,
 KG0318'0.3 MILE NORTH OF A FARMHOUSE ON THE WEST SIDE OF THE HIGHWAY,
 KG0318'AT THE TOP OF A HILL, 53 FEET EAST OF THE CENTERLINE OF THE
 KG0318'HIGHWAY, AND AT THE EAST RIGHT-OF-WAY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0477 ***********************************************************************
 KG0477  DESIGNATION -  D 12 RESET
 KG0477  PID         -  KG0477
 KG0477  STATE/COUNTY-  KS/GRAHAM
 KG0477  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0477
 KG0477                         *CURRENT SURVEY CONTROL
 KG0477  ___________________________________________________________________
 KG0477* NAD 83(1986)-  39 16 20.     (N)    099 50 49.     (W)     SCALED    
 KG0477* NAVD 88     -       725.801  (meters)    2381.23   (feet)  ADJUSTED  
 KG0477  ___________________________________________________________________
 KG0477  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 KG0477  DYNAMIC HT  -         725.270 (meters)    2379.49  (feet)  COMP
 KG0477  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 KG0477
 KG0477  VERT ORDER  -  FIRST     CLASS II
 KG0477
 KG0477.The horizontal coordinates were scaled from a topographic map and have
 KG0477.an estimated accuracy of +/- 6 seconds.
 KG0477
 KG0477.The orthometric height was determined by differential leveling
 KG0477.and adjusted by the National Geodetic Survey in June 1991..
 KG0477
 KG0477.The geoid height was determined by GEOID03.
 KG0477
 KG0477.The dynamic height is computed by dividing the NAVD 88
 KG0477.geopotential number by the normal gravity value computed on the
 KG0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0477.degrees latitude (g = 980.6199 gals.).
 KG0477
 KG0477.The modeled gravity was interpolated from observed gravity values.
 KG0477
 KG0477;                    North         East    Units  Estimated Accuracy
 KG0477;SPC KS N     -   105,850.      240,640.      MT  (+/- 180 meters Scaled)
 KG0477
 KG0477                          SUPERSEDED SURVEY CONTROL
 KG0477
 KG0477  NGVD 29 (02/14/92)  725.505  (m)         2380.26   (f) ADJUSTED    1 2
 KG0477
 KG0477.Superseded values are not recommended for survey control.
 KG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0477.See file dsdata.txt to determine how the superseded data were derived.
 KG0477
 KG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ269473(NAD 83)
 KG0477_MARKER: DB = BENCH MARK DISK
 KG0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0477_SP_SET: CONCRETE POST
 KG0477_STAMPING: D 12 RESET 1977
 KG0477_MARK LOGO: KSDT  
 KG0477_PROJECTION: FLUSH
 KG0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0477+STABILITY: SURFACE MOTION
 KG0477
 KG0477  HISTORY     - Date     Condition        Report By
 KG0477  HISTORY     - 1977     MONUMENTED       KSDT
 KG0477  HISTORY     - 1986     GOOD             NGS
 KG0477
 KG0477                          STATION DESCRIPTION
 KG0477
 KG0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0477'10.2 KM (6.35 MI) SOUTH FROM HILL CITY.
 KG0477'10.21 KM (6.38 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0477'HIGHWAY 24 AT HILL CITY, ON TOP OF AND AT THE CENTER OF A LONG TALL
 KG0477'CUT, 0.08 KM (0.05 MI) NORTH OF MILEPOST 165, 53.3 METERS (175 FT)
 KG0477'EAST OF THE HIGHWAY CENTERLINE (SLOPE), 37.9 METERS (124.5 FT) SOUTH
 KG0477'OF THE SOUTH END OF A FENCE BRACE AND 0.3 METER (1 FT) WEST OF THE
 KG0477'FENCE.
 KG0477'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 KG0477'THE MARK IS 9.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0125 ***********************************************************************
 KF0125  DESIGNATION -  D 120
 KF0125  PID         -  KF0125
 KF0125  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0125  USGS QUAD   -  EMMETT (1978)
 KF0125
 KF0125                         *CURRENT SURVEY CONTROL
 KF0125  ___________________________________________________________________
 KF0125* NAD 83(1986)-  39 19 49.     (N)    096 04 46.     (W)     SCALED    
 KF0125* NAVD 88     -       329.279  (meters)    1080.31   (feet)  ADJUSTED  
 KF0125  ___________________________________________________________________
 KF0125  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 KF0125  DYNAMIC HT  -         329.068 (meters)    1079.62  (feet)  COMP
 KF0125  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 KF0125
 KF0125  VERT ORDER  -  SECOND    CLASS 0
 KF0125
 KF0125.The horizontal coordinates were scaled from a topographic map and have
 KF0125.an estimated accuracy of +/- 6 seconds.
 KF0125
 KF0125.The orthometric height was determined by differential leveling
 KF0125.and adjusted by the National Geodetic Survey in June 1991..
 KF0125
 KF0125.The geoid height was determined by GEOID03.
 KF0125
 KF0125.The dynamic height is computed by dividing the NAVD 88
 KF0125.geopotential number by the normal gravity value computed on the
 KF0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0125.degrees latitude (g = 980.6199 gals.).
 KF0125
 KF0125.The modeled gravity was interpolated from observed gravity values.
 KF0125
 KF0125;                    North         East    Units  Estimated Accuracy
 KF0125;SPC KS N     -   112,430.      565,580.      MT  (+/- 180 meters Scaled)
 KF0125
 KF0125                          SUPERSEDED SURVEY CONTROL
 KF0125
 KF0125  NGVD 29 (??/??/92)  329.164  (m)         1079.93   (f) ADJ UNCH    2 0
 KF0125
 KF0125.Superseded values are not recommended for survey control.
 KF0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0125.See file dsdata.txt to determine how the superseded data were derived.
 KF0125
 KF0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ517574(NAD 83)
 KF0125_MARKER: DD = SURVEY DISK
 KF0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0125_STAMPING: D 120 1934
 KF0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0125+STABILITY: SURFACE MOTION
 KF0125
 KF0125  HISTORY     - Date     Condition        Report By
 KF0125  HISTORY     - 1934     MONUMENTED       CGS
 KF0125  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0125  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 KF0125
 KF0125                          STATION DESCRIPTION
 KF0125
 KF0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0125'2.3 MI NW FROM EMMETT.
 KF0125'2.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0125'STATION AT EMMETT, 9 POLES SOUTH OF CULVERT 25.09, 110 FEET
 KF0125'NORTH OF SEMAPHORE 0248. AT A ROAD CROSSING, 40 FEET EAST OF
 KF0125'CENTER LINE OF THE TRACK, AND 25 FEET NORTH OF CENTER LINE OF
 KF0125'THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED D 120 1934 AND
 KF0125'SET IN THE TOP OF A CONCRETE POST.
 KF0125
 KF0125                          STATION RECOVERY (1981)
 KF0125
 KF0125'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0734 ***********************************************************************
 KE0734  DESIGNATION -  D 121
 KE0734  PID         -  KE0734
 KE0734  STATE/COUNTY-  KS/SHAWNEE
 KE0734  USGS QUAD   -  ELMONT (1985)
 KE0734
 KE0734                         *CURRENT SURVEY CONTROL
 KE0734  ___________________________________________________________________
 KE0734* NAD 83(1986)-  39 09 49.     (N)    095 42 17.     (W)     SCALED    
 KE0734* NAVD 88     -       288.241  (meters)     945.67   (feet)  ADJUSTED  
 KE0734  ___________________________________________________________________
 KE0734  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KE0734  DYNAMIC HT  -         288.056 (meters)     945.06  (feet)  COMP
 KE0734  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 KE0734
 KE0734  VERT ORDER  -  SECOND    CLASS 0
 KE0734
 KE0734.The horizontal coordinates were scaled from a topographic map and have
 KE0734.an estimated accuracy of +/- 6 seconds.
 KE0734
 KE0734.The orthometric height was determined by differential leveling
 KE0734.and adjusted by the National Geodetic Survey in June 1991..
 KE0734
 KE0734.The geoid height was determined by GEOID03.
 KE0734
 KE0734.The dynamic height is computed by dividing the NAVD 88
 KE0734.geopotential number by the normal gravity value computed on the
 KE0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0734.degrees latitude (g = 980.6199 gals.).
 KE0734
 KE0734.The modeled gravity was interpolated from observed gravity values.
 KE0734
 KE0734;                    North         East    Units  Estimated Accuracy
 KE0734;SPC KS N     -    94,680.      598,340.      MT  (+/- 180 meters Scaled)
 KE0734
 KE0734                          SUPERSEDED SURVEY CONTROL
 KE0734
 KE0734  NGVD 29 (??/??/92)  288.146  (m)          945.36   (f) ADJ UNCH    2 0
 KE0734
 KE0734.Superseded values are not recommended for survey control.
 KE0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0734.See file dsdata.txt to determine how the superseded data were derived.
 KE0734
 KE0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD663384(NAD 83)
 KE0734_MARKER: DB = BENCH MARK DISK
 KE0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0734_STAMPING: D 121 1934
 KE0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0734+STABILITY: SURFACE MOTION
 KE0734
 KE0734  HISTORY     - Date     Condition        Report By
 KE0734  HISTORY     - 1934     MONUMENTED       CGS
 KE0734  HISTORY     - 1950     GOOD             NGS
 KE0734  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 KE0734
 KE0734                          STATION DESCRIPTION
 KE0734
 KE0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0734'AT ELMONT.
 KE0734'ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 2 RAILS
 KE0734'SOUTH OF SIGN, ELMONT, WHICH REPLACES THE STATION, 9 FEET
 KE0734'NORTHEAST OF THE 2ND POLE NORTH OF MILEPOST 82, 30 FEET WEST
 KE0734'OF THE CENTER OF MAIN TRACK AND 11 FEET EAST OF THE RIGHT-OF-WAY
 KE0734'FENCE.  THE DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0734'6 INCHES.
 KE0734
 KE0734                          STATION RECOVERY (1969)
 KE0734
 KE0734'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 KE0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0571 ***********************************************************************
 KE0571  DESIGNATION -  D 122
 KE0571  PID         -  KE0571
 KE0571  STATE/COUNTY-  KS/ATCHISON
 KE0571  USGS QUAD   -  ATCHISON WEST (1978)
 KE0571
 KE0571                         *CURRENT SURVEY CONTROL
 KE0571  ___________________________________________________________________
 KE0571* NAD 83(1986)-  39 33 20.     (N)    095 09 04.     (W)     SCALED    
 KE0571* NAVD 88     -       262.027  (meters)     859.67   (feet)  ADJUSTED  
 KE0571  ___________________________________________________________________
 KE0571  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KE0571  DYNAMIC HT  -         261.867 (meters)     859.14  (feet)  COMP
 KE0571  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 KE0571
 KE0571  VERT ORDER  -  SECOND    CLASS 0
 KE0571
 KE0571.The horizontal coordinates were scaled from a topographic map and have
 KE0571.an estimated accuracy of +/- 6 seconds.
 KE0571
 KE0571.The orthometric height was determined by differential leveling
 KE0571.and adjusted by the National Geodetic Survey in June 1991..
 KE0571
 KE0571.The geoid height was determined by GEOID03.
 KE0571
 KE0571.The dynamic height is computed by dividing the NAVD 88
 KE0571.geopotential number by the normal gravity value computed on the
 KE0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0571.degrees latitude (g = 980.6199 gals.).
 KE0571
 KE0571.The modeled gravity was interpolated from observed gravity values.
 KE0571
 KE0571;                    North         East    Units  Estimated Accuracy
 KE0571;SPC KS N     -   139,530.      644,800.      MT  (+/- 180 meters Scaled)
 KE0571
 KE0571                          SUPERSEDED SURVEY CONTROL
 KE0571
 KE0571  NGVD 29 (??/??/92)  261.921  (m)          859.32   (f) ADJ UNCH    2 0
 KE0571
 KE0571.Superseded values are not recommended for survey control.
 KE0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0571.See file dsdata.txt to determine how the superseded data were derived.
 KE0571
 KE0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD151806(NAD 83)
 KE0571_MARKER: DB = BENCH MARK DISK
 KE0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0571_STAMPING: D 122 1934
 KE0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0571+STABILITY: SURFACE MOTION
 KE0571
 KE0571  HISTORY     - Date     Condition        Report By
 KE0571  HISTORY     - 1934     MONUMENTED       CGS
 KE0571  HISTORY     - 1958     MARK NOT FOUND   NGS
 KE0571
 KE0571                          STATION DESCRIPTION
 KE0571
 KE0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0571'AT ATCHISON.
 KE0571'AT ATCHISON, ATCHISON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 KE0571'FE RAILWAY, 100 FEET EAST OF THE CROSSING OF STATE HIGHWAY 4, 45
 KE0571'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 32 FEET NORTH
 KE0571'OF THE CENTERLINE OF THE TRACK.  A STATE SURVEY STANDARD DISK,
 KE0571'STAMPED D 122 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6011 ***********************************************************************
 AB6011  DESIGNATION -  D 123 RESET
 AB6011  PID         -  AB6011
 AB6011  STATE/COUNTY-  KS/JEFFERSON
 AB6011  USGS QUAD   -  WINCHESTER (1979)
 AB6011
 AB6011                         *CURRENT SURVEY CONTROL
 AB6011  ___________________________________________________________________
 AB6011* NAD 83(1986)-  39 15 34.     (N)    095 18 39.     (W)     SCALED    
 AB6011* NAVD 88     -       337.69   (meters)    1107.9    (feet)  RESET     
 AB6011  ___________________________________________________________________
 AB6011  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 AB6011
 AB6011  VERT ORDER  -  THIRD
 AB6011
 AB6011.The horizontal coordinates were scaled from a topographic map and have
 AB6011.an estimated accuracy of +/- 6 seconds.
 AB6011
 AB6011.The orthometric height was computed from unverified reset data.
 AB6011
 AB6011.The geoid height was determined by GEOID03.
 AB6011
 AB6011;                    North         East    Units  Estimated Accuracy
 AB6011;SPC KS N     -   106,260.      632,060.      MT  (+/- 180 meters Scaled)
 AB6011
 AB6011                          SUPERSEDED SURVEY CONTROL
 AB6011
 AB6011.No superseded survey control is available for this station.
 AB6011
 AB6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD006481(NAD 83)
 AB6011_MARKER: DB = BENCH MARK DISK
 AB6011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6011_STAMPING: D 123 RESET 1965
 AB6011_MARK LOGO: CGS   
 AB6011_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6011+STABILITY: SURFACE MOTION
 AB6011
 AB6011  HISTORY     - Date     Condition        Report By
 AB6011  HISTORY     - 1965     MONUMENTED       CGS
 AB6011
 AB6011                          STATION DESCRIPTION
 AB6011
 AB6011'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAE)
 AB6011'3.2 MILES (5.1 KM) NORTH ALONG US HIGHWAY 59 FROM THE COURTHOUSE IN
 AB6011'OSKOLOOSA, IN THE NORTHWEST ANGLE OF CROSSROADS, TO THE NORTHEAST OF A
 AB6011'FORMER SCHOOL HOUSE THAT IS NOW USED AS A CLUB, 80 FEET (24.4 M) WEST
 AB6011'OF THE CENTERLINE OF THE HIGHWAY, 26 FEET (7.9 M) NORTH OF THE
 AB6011'CENTERLINE OF A DRIVEWAY TO CLUB, 9 FEET (2.7 M) NORTH OF A FENCE
 AB6011'CORNER, 2 FEET (0.6 M) SOUTH OF A METAL WITNESS POST AND 1 FOOT (0.3
 AB6011'M) EAST OF A FENCE, SET IN A ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0300 ***********************************************************************
 KE0300  DESIGNATION -  D 124
 KE0300  PID         -  KE0300
 KE0300  STATE/COUNTY-  KS/LEAVENWORTH
 KE0300  USGS QUAD   -  BASEHOR (1984)
 KE0300
 KE0300                         *CURRENT SURVEY CONTROL
 KE0300  ___________________________________________________________________
 KE0300* NAD 83(1986)-  39 13 55.     (N)    094 54 00.     (W)     SCALED    
 KE0300* NAVD 88     -       244.492  (meters)     802.14   (feet)  ADJUSTED  
 KE0300  ___________________________________________________________________
 KE0300  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KE0300  DYNAMIC HT  -         244.335 (meters)     801.62  (feet)  COMP
 KE0300  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 KE0300
 KE0300  VERT ORDER  -  SECOND    CLASS 0
 KE0300
 KE0300.The horizontal coordinates were scaled from a topographic map and have
 KE0300.an estimated accuracy of +/- 6 seconds.
 KE0300
 KE0300.The orthometric height was determined by differential leveling
 KE0300.and adjusted by the National Geodetic Survey in June 1991..
 KE0300
 KE0300.The geoid height was determined by GEOID03.
 KE0300
 KE0300.The dynamic height is computed by dividing the NAVD 88
 KE0300.geopotential number by the normal gravity value computed on the
 KE0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0300.degrees latitude (g = 980.6199 gals.).
 KE0300
 KE0300.The modeled gravity was interpolated from observed gravity values.
 KE0300
 KE0300;                    North         East    Units  Estimated Accuracy
 KE0300;SPC KS N     -   104,340.      667,600.      MT  (+/- 180 meters Scaled)
 KE0300
 KE0300                          SUPERSEDED SURVEY CONTROL
 KE0300
 KE0300  NGVD 29 (??/??/92)  244.401  (m)          801.84   (f) ADJ UNCH    2 0
 KE0300
 KE0300.Superseded values are not recommended for survey control.
 KE0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0300.See file dsdata.txt to determine how the superseded data were derived.
 KE0300
 KE0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD360442(NAD 83)
 KE0300_MARKER: DD = SURVEY DISK
 KE0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0300_STAMPING: D 124 1934
 KE0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0300+STABILITY: SURFACE MOTION
 KE0300
 KE0300  HISTORY     - Date     Condition        Report By
 KE0300  HISTORY     - 1934     MONUMENTED       KSGS
 KE0300  HISTORY     - 1950     GOOD             NGS
 KE0300  HISTORY     - 1983     MARK NOT FOUND   USGS
 KE0300
 KE0300                          STATION DESCRIPTION
 KE0300
 KE0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0300'2 MI S FROM LANSING.
 KE0300'2.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KE0300'AT LANSING, LEAVENWORTH COUNTY, 145 FEET SOUTH OF THE POINT WHERE
 KE0300'U.S. HIGHWAY 73 CROSSES THE TRACK, 46 FEET SOUTHEAST OF THE
 KE0300'CENTERLINE OF THE TRACK, 32 FEET WEST OF THE CENTERLINE OF THE
 KE0300'HIGHWAY, 7 FEET NORTH OF A CONCRETE POST AT A FENCE CORNER,
 KE0300'AND 2 FEET WEST OF THE FENCE.  A STATE SURVEY STANDARD DISK,
 KE0300'STAMPED D 124 1934 AND SET IN THE TOP OF A CONCRETE POST
 KE0300'PROJECTING 1 INCH ABOVE GROUND.  THIS BENCH MARK MAY ALSO BE
 KE0300'REACHED FROM THE SOUTHWEST CORNER OF THE STATE PRISON GROUNDS
 KE0300'AT LANSING BY GOING 1.2 MILES SOUTH ALONG U.S. HIGHWAY 73 TO
 KE0300'THE RAILROAD CROSSING.
 KE0300
 KE0300                          STATION RECOVERY (1983)
 KE0300
 KE0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KE0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1258 ***********************************************************************
 JE1258  DESIGNATION -  D 13
 JE1258  PID         -  JE1258
 JE1258  STATE/COUNTY-  KS/OSAGE
 JE1258  USGS QUAD   -  OSAGE CITY (1971)
 JE1258
 JE1258                         *CURRENT SURVEY CONTROL
 JE1258  ___________________________________________________________________
 JE1258* NAD 83(1986)-  38 38 05.     (N)    095 49 37.     (W)     SCALED    
 JE1258* NAVD 88     -       330.822  (meters)    1085.37   (feet)  ADJUSTED  
 JE1258  ___________________________________________________________________
 JE1258  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JE1258  DYNAMIC HT  -         330.590 (meters)    1084.61  (feet)  COMP
 JE1258  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 JE1258
 JE1258  VERT ORDER  -  FIRST     CLASS II
 JE1258
 JE1258.The horizontal coordinates were scaled from a topographic map and have
 JE1258.an estimated accuracy of +/- 6 seconds.
 JE1258
 JE1258.The orthometric height was determined by differential leveling
 JE1258.and adjusted by the National Geodetic Survey in June 1991..
 JE1258.WARNING-Repeat measurements at this control monument indicate possible
 JE1258.vertical movement.
 JE1258
 JE1258.The geoid height was determined by GEOID03.
 JE1258
 JE1258.The dynamic height is computed by dividing the NAVD 88
 JE1258.geopotential number by the normal gravity value computed on the
 JE1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1258.degrees latitude (g = 980.6199 gals.).
 JE1258
 JE1258.The modeled gravity was interpolated from observed gravity values.
 JE1258
 JE1258;                    North         East    Units  Estimated Accuracy
 JE1258;SPC KS S     -   621,770.      632,710.      MT  (+/- 180 meters Scaled)
 JE1258
 JE1258                          SUPERSEDED SURVEY CONTROL
 JE1258
 JE1258  NGVD 29 (??/??/92)  330.693  (m)         1084.95   (f) ADJ UNCH    1 2
 JE1258
 JE1258.Superseded values are not recommended for survey control.
 JE1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1258.See file dsdata.txt to determine how the superseded data were derived.
 JE1258
 JE1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC539800(NAD 83)
 JE1258_MARKER: DB = BENCH MARK DISK
 JE1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1258_STAMPING: D 13 1933
 JE1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1258+STABILITY: SURFACE MOTION
 JE1258
 JE1258  HISTORY     - Date     Condition        Report By
 JE1258  HISTORY     - 1933     MONUMENTED       CGS
 JE1258  HISTORY     - 1951     GOOD             NGS
 JE1258
 JE1258                          STATION DESCRIPTION
 JE1258
 JE1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1258'AT OSAGE CITY.
 JE1258'AT OSAGE CITY, OSAGE COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 JE1258'RAILWAY, 49.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JE1258'STATION, 23.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 JE1258'TRACK, IN A SMALL RAILROAD PARK, AND 1 FOOT NORTH OF THE CURB
 JE1258'OF MARKET STREET.  A STANDARD DISK, STAMPED D 13 1933 AND SET
 JE1258'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0831 ***********************************************************************
 HF0831  DESIGNATION -  D 14
 HF0831  PID         -  HF0831
 HF0831  STATE/COUNTY-  KS/SUMNER
 HF0831  USGS QUAD   -  CALDWELL (1971)
 HF0831
 HF0831                         *CURRENT SURVEY CONTROL
 HF0831  ___________________________________________________________________
 HF0831* NAD 83(1986)-  37 02 34.     (N)    097 34 56.     (W)     SCALED    
 HF0831* NAVD 88     -       352.926  (meters)    1157.89   (feet)  ADJUSTED  
 HF0831  ___________________________________________________________________
 HF0831  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HF0831  DYNAMIC HT  -         352.632 (meters)    1156.93  (feet)  COMP
 HF0831  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 HF0831
 HF0831  VERT ORDER  -  FIRST     CLASS II
 HF0831
 HF0831.The horizontal coordinates were scaled from a topographic map and have
 HF0831.an estimated accuracy of +/- 6 seconds.
 HF0831
 HF0831.The orthometric height was determined by differential leveling
 HF0831.and adjusted by the National Geodetic Survey in June 1991..
 HF0831
 HF0831.The geoid height was determined by GEOID03.
 HF0831
 HF0831.The dynamic height is computed by dividing the NAVD 88
 HF0831.geopotential number by the normal gravity value computed on the
 HF0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0831.degrees latitude (g = 980.6199 gals.).
 HF0831
 HF0831.The modeled gravity was interpolated from observed gravity values.
 HF0831
 HF0831;                    North         East    Units  Estimated Accuracy
 HF0831;SPC KS S     -   442,150.      481,650.      MT  (+/- 180 meters Scaled)
 HF0831
 HF0831                          SUPERSEDED SURVEY CONTROL
 HF0831
 HF0831  NGVD 29 (??/??/92)  352.818  (m)         1157.54   (f) ADJ UNCH    1 2
 HF0831
 HF0831.Superseded values are not recommended for survey control.
 HF0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0831.See file dsdata.txt to determine how the superseded data were derived.
 HF0831
 HF0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG260005(NAD 83)
 HF0831_MARKER: DB = BENCH MARK DISK
 HF0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0831_STAMPING: D 14 1933
 HF0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0831+STABILITY: SURFACE MOTION
 HF0831
 HF0831  HISTORY     - Date     Condition        Report By
 HF0831  HISTORY     - 1933     MONUMENTED       CGS
 HF0831  HISTORY     - 1956     GOOD             NGS
 HF0831  HISTORY     - 1964     GOOD             ATSFRR
 HF0831
 HF0831                          STATION DESCRIPTION
 HF0831
 HF0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF0831'1.8 MI NE FROM CALDWELL.
 HF0831'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0831'FROM THE STATION AT CALDWELL, THENCE 1.1 MILES EAST ALONG A GRADED
 HF0831'DIRT ROAD, THENCE 0.1 MILE NORTH ALONG A GRADED DIRT ROAD, AT
 HF0831'THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 45.6
 HF0831'FEET NORTH OF THE NORTH RAIL, 45 FEET EAST OF THE CENTER LINE OF
 HF0831'A ROAD, 2 FEET SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST,
 HF0831'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 HF0831'THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 31, TOWNSHIP 34 SOUTH,
 HF0831'RANGE 2 WEST.
 HF0831
 HF0831                          STATION RECOVERY (1964)
 HF0831
 HF0831'RECOVERY NOTE BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1964
 HF0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0171 ***********************************************************************
 HF0171  DESIGNATION -  D 15
 HF0171  PID         -  HF0171
 HF0171  STATE/COUNTY-  KS/COWLEY
 HF0171  USGS QUAD   -  MAPLE CITY (1964)
 HF0171
 HF0171                         *CURRENT SURVEY CONTROL
 HF0171  ___________________________________________________________________
 HF0171* NAD 83(1986)-  37 04 28.     (N)    096 51 19.     (W)     SCALED    
 HF0171* NAVD 88     -       331.781  (meters)    1088.52   (feet)  ADJUSTED  
 HF0171  ___________________________________________________________________
 HF0171  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HF0171  DYNAMIC HT  -         331.504 (meters)    1087.61  (feet)  COMP
 HF0171  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 HF0171
 HF0171  VERT ORDER  -  FIRST     CLASS II
 HF0171
 HF0171.The horizontal coordinates were scaled from a topographic map and have
 HF0171.an estimated accuracy of +/- 6 seconds.
 HF0171
 HF0171.The orthometric height was determined by differential leveling
 HF0171.and adjusted by the National Geodetic Survey in June 1991..
 HF0171
 HF0171.The geoid height was determined by GEOID03.
 HF0171
 HF0171.The dynamic height is computed by dividing the NAVD 88
 HF0171.geopotential number by the normal gravity value computed on the
 HF0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0171.degrees latitude (g = 980.6199 gals.).
 HF0171
 HF0171.The modeled gravity was interpolated from observed gravity values.
 HF0171
 HF0171;                    North         East    Units  Estimated Accuracy
 HF0171;SPC KS S     -   446,550.      546,260.      MT  (+/- 180 meters Scaled)
 HF0171
 HF0171                          SUPERSEDED SURVEY CONTROL
 HF0171
 HF0171  NGVD 29 (??/??/92)  331.660  (m)         1088.12   (f) ADJ UNCH    1 2
 HF0171
 HF0171.Superseded values are not recommended for survey control.
 HF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0171.See file dsdata.txt to determine how the superseded data were derived.
 HF0171
 HF0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG906052(NAD 83)
 HF0171_MARKER: DB = BENCH MARK DISK
 HF0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0171_STAMPING: D 15 1933
 HF0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0171+STABILITY: SURFACE MOTION
 HF0171
 HF0171  HISTORY     - Date     Condition        Report By
 HF0171  HISTORY     - 1933     MONUMENTED       CGS
 HF0171
 HF0171                          STATION DESCRIPTION
 HF0171
 HF0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0171'AT CAMERON CITY.
 HF0171'AT CAMERON CITY, COWLEY COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HF0171'ABOUT 175 FEET SOUTH OF A HOUSE, ABOUT 50 FEET EAST OF A ROAD,
 HF0171'AND ABOUT 40 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED
 HF0171'D 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0506 ***********************************************************************
 KH0506  DESIGNATION -  D 150
 KH0506  PID         -  KH0506
 KH0506  STATE/COUNTY-  KS/CHEYENNE
 KH0506  USGS QUAD   -  ST FRANCIS NW (1978)
 KH0506
 KH0506                         *CURRENT SURVEY CONTROL
 KH0506  ___________________________________________________________________
 KH0506* NAD 83(1986)-  39 54 30.     (N)    101 56 11.     (W)     SCALED    
 KH0506* NAVD 88     -      1045.902  (meters)    3431.43   (feet)  ADJUSTED  
 KH0506  ___________________________________________________________________
 KH0506  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 KH0506  DYNAMIC HT  -        1045.091 (meters)    3428.77  (feet)  COMP
 KH0506  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 KH0506
 KH0506  VERT ORDER  -  SECOND    CLASS 0
 KH0506
 KH0506.The horizontal coordinates were scaled from a topographic map and have
 KH0506.an estimated accuracy of +/- 6 seconds.
 KH0506
 KH0506.The orthometric height was determined by differential leveling
 KH0506.and adjusted by the National Geodetic Survey in June 1991..
 KH0506
 KH0506.The geoid height was determined by GEOID03.
 KH0506
 KH0506.The dynamic height is computed by dividing the NAVD 88
 KH0506.geopotential number by the normal gravity value computed on the
 KH0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0506.degrees latitude (g = 980.6199 gals.).
 KH0506
 KH0506.The modeled gravity was interpolated from observed gravity values.
 KH0506
 KH0506;                    North         East    Units  Estimated Accuracy
 KH0506;SPC KS N     -   182,170.       63,510.      MT  (+/- 180 meters Scaled)
 KH0506
 KH0506                          SUPERSEDED SURVEY CONTROL
 KH0506
 KH0506  NGVD 29 (??/??/92) 1045.432  (m)         3429.89   (f) ADJ UNCH    2 0
 KH0506
 KH0506.Superseded values are not recommended for survey control.
 KH0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0506.See file dsdata.txt to determine how the superseded data were derived.
 KH0506
 KH0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK489217(NAD 83)
 KH0506_MARKER: DB = BENCH MARK DISK
 KH0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0506_STAMPING: D 150 1934
 KH0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0506+STABILITY: SURFACE MOTION
 KH0506
 KH0506  HISTORY     - Date     Condition        Report By
 KH0506  HISTORY     - 1934     MONUMENTED       CGS
 KH0506
 KH0506                          STATION DESCRIPTION
 KH0506
 KH0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0506'7.6 MI S FROM HAIGLER.
 KH0506'7.6 MILES SOUTH OF BURLINGTON STATION AT HAIGLER 55 FEET SOUTH OF
 KH0506'LARGE WOODEN BRIDGE, 33 FEET EAST OF STATE HIGHWAY 27, IN FENCE
 KH0506'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0507 ***********************************************************************
 KH0507  DESIGNATION -  D 150 RESET
 KH0507  PID         -  KH0507
 KH0507  STATE/COUNTY-  KS/CHEYENNE
 KH0507  USGS QUAD   -  ST FRANCIS NW (1978)
 KH0507
 KH0507                         *CURRENT SURVEY CONTROL
 KH0507  ___________________________________________________________________
 KH0507* NAD 83(1986)-  39 54 31.     (N)    101 56 09.     (W)     SCALED    
 KH0507* NAVD 88     -      1045.73   (+/-2cm)    3430.9    (feet)  VERTCON   
 KH0507  ___________________________________________________________________
 KH0507  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 KH0507
 KH0507  VERT ORDER  -  ? (See Below)
 KH0507
 KH0507.The horizontal coordinates were scaled from a topographic map and have
 KH0507.an estimated accuracy of +/- 6 seconds.
 KH0507
 KH0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0507.The vertical order pertains to the NGVD 29 superseded value.
 KH0507
 KH0507.The geoid height was determined by GEOID03.
 KH0507
 KH0507;                    North         East    Units  Estimated Accuracy
 KH0507;SPC KS N     -   182,200.       63,560.      MT  (+/- 180 meters Scaled)
 KH0507
 KH0507                          SUPERSEDED SURVEY CONTROL
 KH0507
 KH0507  NGVD 29 (??/??/92) 1045.26   (m)         3429.3    (f) ADJ UNCH    ?  
 KH0507
 KH0507.Superseded values are not recommended for survey control.
 KH0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0507.See file dsdata.txt to determine how the superseded data were derived.
 KH0507
 KH0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK490217(NAD 83)
 KH0507_MARKER: DB = BENCH MARK DISK
 KH0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0507_STAMPING: D 150 RESET 1935
 KH0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0507+STABILITY: SURFACE MOTION
 KH0507
 KH0507  HISTORY     - Date     Condition        Report By
 KH0507  HISTORY     - 1935     MONUMENTED       CGS
 KH0507  HISTORY     - 1948     MARK NOT FOUND   NGS
 KH0507  HISTORY     - 1976     MARK NOT FOUND   USGS
 KH0507
 KH0507                          STATION DESCRIPTION
 KH0507
 KH0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KH0507'7.6 MI S FROM HAIGLER.
 KH0507'7.6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO, BURLINGTON
 KH0507'AND QUINCY RAILROAD STATION AT HAIGLER, NEBRASKA.  55 FEET SOUTH
 KH0507'OF A LARGE WOODEN BRIDGE, AND 60.2 FEET EAST OF THE CENTER LINE OF
 KH0507'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS
 KH0507'REPORTED AT THAT TIME THAT IT HAS APPARENTLY BEEN DESTROYED
 KH0507'DURING ROAD CONSTRUCTION.
 KH0507
 KH0507                          STATION RECOVERY (1976)
 KH0507
 KH0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KH0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0005 ***********************************************************************
 JH0005  DESIGNATION -  D 151
 JH0005  PID         -  JH0005
 JH0005  STATE/COUNTY-  KS/GOVE
 JH0005  USGS QUAD   -  SHIELDS NW (1974)
 JH0005
 JH0005                         *CURRENT SURVEY CONTROL
 JH0005  ___________________________________________________________________
 JH0005* NAD 83(1986)-  38 43 56.     (N)    100 26 55.     (W)     SCALED    
 JH0005* NAVD 88     -       764.773  (meters)    2509.09   (feet)  ADJUSTED  
 JH0005  ___________________________________________________________________
 JH0005  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 JH0005  DYNAMIC HT  -         764.161 (meters)    2507.08  (feet)  COMP
 JH0005  MODELED GRAV-     979,802.5   (mgal)                       NAVD 88
 JH0005
 JH0005  VERT ORDER  -  SECOND    CLASS 0
 JH0005
 JH0005.The horizontal coordinates were scaled from a topographic map and have
 JH0005.an estimated accuracy of +/- 6 seconds.
 JH0005
 JH0005.The orthometric height was determined by differential leveling
 JH0005.and adjusted by the National Geodetic Survey in June 1991..
 JH0005
 JH0005.The geoid height was determined by GEOID03.
 JH0005
 JH0005.The dynamic height is computed by dividing the NAVD 88
 JH0005.geopotential number by the normal gravity value computed on the
 JH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0005.degrees latitude (g = 980.6199 gals.).
 JH0005
 JH0005.The modeled gravity was interpolated from observed gravity values.
 JH0005
 JH0005;                    North         East    Units  Estimated Accuracy
 JH0005;SPC KS N     -    47,160.      187,120.      MT  (+/- 180 meters Scaled)
 JH0005
 JH0005                          SUPERSEDED SURVEY CONTROL
 JH0005
 JH0005  NGVD 29 (??/??/92)  764.482  (m)         2508.14   (f) ADJ UNCH    2 0
 JH0005
 JH0005.Superseded values are not recommended for survey control.
 JH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0005.See file dsdata.txt to determine how the superseded data were derived.
 JH0005
 JH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH740880(NAD 83)
 JH0005_MARKER: DB = BENCH MARK DISK
 JH0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0005_STAMPING: D 151 1934
 JH0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0005+STABILITY: SURFACE MOTION
 JH0005
 JH0005  HISTORY     - Date     Condition        Report By
 JH0005  HISTORY     - 1934     MONUMENTED       CGS
 JH0005
 JH0005                          STATION DESCRIPTION
 JH0005
 JH0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0005'8.6 MI N FROM SHIELDS.
 JH0005'IN GOVE COUNTY, 8.6 MILES NORTH ALONG A SURFACED ROAD (OLD STATE
 JH0005'HIGHWAY 23) FROM THE MISSOURI PACIFIC RAILROAD STATION AT SHIELDS,
 JH0005'LANE COUNTY, 0.3 MILE NORTH OF THE JUNCTION OF A ROAD LEADING
 JH0005'WEST, IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE
 JH0005'SOUTHEAST QUARTER OF SECTION 15, T 15 S, R 28 W, 36 FEET WEST
 JH0005'OF THE CENTER LINE OF THE ROAD, AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 JH0005'FENCE.  A STANDARD DISK, STAMPED D 151 1934 AND SET IN THE TOP
 JH0005'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0047 ***********************************************************************
 KH0047  DESIGNATION -  D 152
 KH0047  PID         -  KH0047
 KH0047  STATE/COUNTY-  KS/SHERIDAN
 KH0047  USGS QUAD   -  HOXIE (1979)
 KH0047
 KH0047                         *CURRENT SURVEY CONTROL
 KH0047  ___________________________________________________________________
 KH0047* NAD 83(1986)-  39 20 49.     (N)    100 26 31.     (W)     SCALED    
 KH0047* NAVD 88     -       808.342  (meters)    2652.04   (feet)  ADJUSTED  
 KH0047  ___________________________________________________________________
 KH0047  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 KH0047  DYNAMIC HT  -         807.727 (meters)    2650.02  (feet)  COMP
 KH0047  MODELED GRAV-     979,838.8   (mgal)                       NAVD 88
 KH0047
 KH0047  VERT ORDER  -  SECOND    CLASS 0
 KH0047
 KH0047.The horizontal coordinates were scaled from a topographic map and have
 KH0047.an estimated accuracy of +/- 6 seconds.
 KH0047
 KH0047.The orthometric height was determined by differential leveling
 KH0047.and adjusted by the National Geodetic Survey in June 1991..
 KH0047
 KH0047.The geoid height was determined by GEOID03.
 KH0047
 KH0047.The dynamic height is computed by dividing the NAVD 88
 KH0047.geopotential number by the normal gravity value computed on the
 KH0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0047.degrees latitude (g = 980.6199 gals.).
 KH0047
 KH0047.The modeled gravity was interpolated from observed gravity values.
 KH0047
 KH0047;                    North         East    Units  Estimated Accuracy
 KH0047;SPC KS N     -   115,360.      189,530.      MT  (+/- 180 meters Scaled)
 KH0047
 KH0047                          SUPERSEDED SURVEY CONTROL
 KH0047
 KH0047  NGVD 29 (??/??/92)  808.029  (m)         2651.01   (f) ADJ UNCH    2 0
 KH0047
 KH0047.Superseded values are not recommended for survey control.
 KH0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0047.See file dsdata.txt to determine how the superseded data were derived.
 KH0047
 KH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ757562(NAD 83)
 KH0047_MARKER: DB = BENCH MARK DISK
 KH0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0047_SP_SET: BUILDING
 KH0047_STAMPING: D 152 1934
 KH0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0047
 KH0047  HISTORY     - Date     Condition        Report By
 KH0047  HISTORY     - 1934     MONUMENTED       CGS
 KH0047  HISTORY     - 1946     GOOD             NGS
 KH0047
 KH0047                          STATION DESCRIPTION
 KH0047
 KH0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0047'AT HOXIE.
 KH0047'AT HOXIE, SHERIDAN COUNTY, ON OLD STATE HIGHWAY 23, 350 FEET
 KH0047'NORTH OF THE UNION PACIFIC RAILROAD STATION, 75 FEET SOUTH OF A
 KH0047'CONCRETE BRIDGE, 40 FEET EAST OF THE CENTER LINE OF THE OLD
 KH0047'HIGHWAY, AT THE HOXIE ELECTRIC PLANT, IN THE WEST WALL OF THE
 KH0047'BUILDING, 2 FEET SOUTH OF THE NORTHWEST CORNER, 3 FEET NORTH OF A
 KH0047'WINDOW, AND 4 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 KH0047'D 152 1934 AND SET VERTICALLY.
 KH0047
 KH0047                          STATION RECOVERY (1946)
 KH0047
 KH0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 KH0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0020 ***********************************************************************
 KH0020  DESIGNATION -  D 153
 KH0020  PID         -  KH0020
 KH0020  STATE/COUNTY-  KS/DECATUR
 KH0020  USGS QUAD   -  CLAYTON (1978)
 KH0020
 KH0020                         *CURRENT SURVEY CONTROL
 KH0020  ___________________________________________________________________
 KH0020* NAD 83(1986)-  39 43 25.     (N)    100 12 41.     (W)     SCALED    
 KH0020* NAVD 88     -       741.430  (meters)    2432.51   (feet)  ADJUSTED  
 KH0020  ___________________________________________________________________
 KH0020  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KH0020  DYNAMIC HT  -         740.918 (meters)    2430.83  (feet)  COMP
 KH0020  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 KH0020
 KH0020  VERT ORDER  -  SECOND    CLASS 0
 KH0020
 KH0020.The horizontal coordinates were scaled from a topographic map and have
 KH0020.an estimated accuracy of +/- 6 seconds.
 KH0020
 KH0020.The orthometric height was determined by differential leveling
 KH0020.and adjusted by the National Geodetic Survey in June 1991..
 KH0020
 KH0020.The geoid height was determined by GEOID03.
 KH0020
 KH0020.The dynamic height is computed by dividing the NAVD 88
 KH0020.geopotential number by the normal gravity value computed on the
 KH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0020.degrees latitude (g = 980.6199 gals.).
 KH0020
 KH0020.The modeled gravity was interpolated from observed gravity values.
 KH0020
 KH0020;                    North         East    Units  Estimated Accuracy
 KH0020;SPC KS N     -   156,660.      210,420.      MT  (+/- 180 meters Scaled)
 KH0020
 KH0020                          SUPERSEDED SURVEY CONTROL
 KH0020
 KH0020  NGVD 29 (??/??/92)  741.142  (m)         2431.56   (f) ADJ UNCH    2 0
 KH0020
 KH0020.Superseded values are not recommended for survey control.
 KH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0020.See file dsdata.txt to determine how the superseded data were derived.
 KH0020
 KH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ961977(NAD 83)
 KH0020_MARKER: DB = BENCH MARK DISK
 KH0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0020_STAMPING: D 153 1934
 KH0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0020+STABILITY: SURFACE MOTION
 KH0020
 KH0020  HISTORY     - Date     Condition        Report By
 KH0020  HISTORY     - 1934     MONUMENTED       CGS
 KH0020
 KH0020                          STATION DESCRIPTION
 KH0020
 KH0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0020'2.1 MI SW FROM CLAYTON.
 KH0020'2.1 MILES SOUTHWEST OF ROCK ISLAND STATION AT CLAYTON 45 FEET
 KH0020'SOUTH OF CENTERLINE OF C.R.I. AND P. RR TRACK, 33 FEET NORTH
 KH0020'OF CENTERLINE OF HIGHWAY U.S. 838 AT MILE POST 337, IN FENCE
 KH0020'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0214 ***********************************************************************
 KH0214  FBN         -  This is a Federal Base Network Control Station.
 KH0214  DESIGNATION -  D 154
 KH0214  PID         -  KH0214
 KH0214  STATE/COUNTY-  KS/THOMAS
 KH0214  USGS QUAD   -  GEM (1979)
 KH0214
 KH0214                         *CURRENT SURVEY CONTROL
 KH0214  ___________________________________________________________________
 KH0214* NAD 83(1997)-  39 25 06.67036(N)    100 58 49.90548(W)     ADJUSTED  
 KH0214* NAVD 88     -       938.674  (meters)    3079.63   (feet)  ADJUSTED  
 KH0214  ___________________________________________________________________
 KH0214  X           -    -939,931.586 (meters)                     COMP
 KH0214  Y           -  -4,844,317.369 (meters)                     COMP
 KH0214  Z           -   4,028,899.551 (meters)                     COMP
 KH0214  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KH0214  ELLIP HEIGHT-         914.16  (meters)          (08/12/03) GPS OBS
 KH0214  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KH0214  DYNAMIC HT  -         937.937 (meters)    3077.22  (feet)  COMP
 KH0214  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 KH0214
 KH0214  HORZ ORDER  -  FIRST
 KH0214  VERT ORDER  -  SECOND    CLASS 0
 KH0214  ELLP ORDER  -  FOURTH    CLASS I
 KH0214
 KH0214.The horizontal coordinates were established by GPS observations
 KH0214.and adjusted by the National Geodetic Survey in August 2003..
 KH0214
 KH0214.The orthometric height was determined by differential leveling
 KH0214.and adjusted by the National Geodetic Survey in June 1991..
 KH0214
 KH0214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KH0214
 KH0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0214
 KH0214.The ellipsoidal height was determined by GPS observations
 KH0214.and is referenced to NAD 83.
 KH0214
 KH0214.The geoid height was determined by GEOID03.
 KH0214
 KH0214.The dynamic height is computed by dividing the NAVD 88
 KH0214.geopotential number by the normal gravity value computed on the
 KH0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0214.degrees latitude (g = 980.6199 gals.).
 KH0214
 KH0214.The modeled gravity was interpolated from observed gravity values.
 KH0214
 KH0214;                    North         East     Units Scale Factor Converg.
 KH0214;SPC KS N     -   124,692.421   143,391.726   MT  0.99996113   -1 53 09.0
 KH0214;UTM  14      - 4,365,093.283   329,510.743   MT  0.99995789   -1 15 28.4
 KH0214
 KH0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0214!SPC KS N     -   0.99985660  x   0.99996113  =   0.99981773
 KH0214!UTM  14      -   0.99985660  x   0.99995789  =   0.99981450
 KH0214
 KH0214                          SUPERSEDED SURVEY CONTROL
 KH0214
 KH0214  NAD 83(1997)-  39 25 06.66998(N)    100 58 49.90514(W) AD(       ) 1
 KH0214  ELLIP H (12/22/97)  914.21   (m)                       GP(       ) 4 1
 KH0214  NAVD 88 (12/22/97)  938.67   (m)         3079.6    (f) LEVELING    3  
 KH0214  NGVD 29 (??/??/92)  938.315  (m)         3078.46   (f) ADJ UNCH    2 0
 KH0214
 KH0214.Superseded values are not recommended for survey control.
 KH0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0214.See file dsdata.txt to determine how the superseded data were derived.
 KH0214
 KH0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2951165093(NAD 83)
 KH0214_MARKER: DB = BENCH MARK DISK
 KH0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0214_STAMPING: D 154 1934
 KH0214_MARK LOGO: CGS   
 KH0214_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0214+STABILITY: SURFACE MOTION
 KH0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0214+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 KH0214
 KH0214  HISTORY     - Date     Condition        Report By
 KH0214  HISTORY     - 1934     MONUMENTED       CGS
 KH0214  HISTORY     - 1942     GOOD             NGS
 KH0214  HISTORY     - 19970326 GOOD             NGS
 KH0214  HISTORY     - 20020808 GOOD             NGS
 KH0214  HISTORY     - 20050816 GOOD             USPSQD
 KH0214
 KH0214                          STATION DESCRIPTION
 KH0214
 KH0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0214'3.7 MI NE FROM COLBY.
 KH0214'3.7 MILES NORTHEAST OF ROCK ISLAND STATION AT COLBY 1 POLE WEST
 KH0214'OF MILE POST 384, AT A RAILROAD CROSSING, 60 FEET SOUTH OF
 KH0214'CENTERLINE OF C.R.I. AND P. RR TRACK AND 45 FEET WEST OF
 KH0214'CENTERLINE OF ROAD.
 KH0214
 KH0214                          STATION RECOVERY (1942)
 KH0214
 KH0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0214'RECOVERED IN GOOD CONDITION.
 KH0214
 KH0214                          STATION RECOVERY (1997)
 KH0214
 KH0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KH0214'THE STATION IS LOCATED ABOUT 6 KM (3.70 MI) EAST-NORTHEAST OF COLBY,
 KH0214'NEAR THE NORTHEAST CORNER OF THE PROPERTY OF TWO ABANDONED FARM HOMES,
 KH0214'IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF A RAILROAD TRACK AND A
 KH0214'GRAVEL ROAD, AND IN THE RAILROAD RIGHT-OF-WAY.  OWNERSHIP--ROCK ISLAND
 KH0214'AND PACIFIC RAILROAD.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24
 KH0214'AND STATE HIGHWAY 25 IN COLBY, GO EAST ON HIGHWAY 24 FOR 6.28 KM (3.90
 KH0214'MI) TO A GRAVEL CROSSROAD (COUNTY ROAD 431).  TURN LEFT, NORTH ON THE
 KH0214'ROAD FOR 2.74 KM (1.70 MI) TO THE STATION ON THE LEFT.  THE STATION IS
 KH0214'SET IN THE TOP OF A 30 CM ROUND CONCRETE POST PROJECTING 8 CM ABOVE
 KH0214'GROUND.  IT IS 28.0 M (91.9 FT) SOUTH-SOUTHEAST OF THE SOUTH RAIL OF
 KH0214'THE TRACKS, 20.3 M (66.6 FT) EAST OF THE EAST END OF A FENCE, 15.0 M
 KH0214'(49.2 FT) WEST OF THE CENTER OF GRAVEL ROAD, 4.2 M (13.8 FT) WEST OF A
 KH0214'1.5 M (4.9 FT) TALL WOODEN POST WITH A HUNTING SIGN AND 0.25 M (0.82
 KH0214'FT) NORTH OF A STEEL WITNESS POST.
 KH0214
 KH0214                          STATION RECOVERY (2002)
 KH0214
 KH0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 KH0214'RECOVERED AS DESCRIBED.
 KH0214'
 KH0214
 KH0214                          STATION RECOVERY (2005)
 KH0214
 KH0214'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KH0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0113 ***********************************************************************
 KH0113  DESIGNATION -  D 155
 KH0113  PID         -  KH0113
 KH0113  STATE/COUNTY-  KS/SHERIDAN
 KH0113  USGS QUAD   -  STUDLEY (1979)
 KH0113
 KH0113                         *CURRENT SURVEY CONTROL
 KH0113  ___________________________________________________________________
 KH0113* NAD 83(1986)-  39 21 15.     (N)    100 14 32.     (W)     SCALED    
 KH0113* NAVD 88     -       743.395  (meters)    2438.96   (feet)  ADJUSTED  
 KH0113  ___________________________________________________________________
 KH0113  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 KH0113  DYNAMIC HT  -         742.846 (meters)    2437.15  (feet)  COMP
 KH0113  MODELED GRAV-     979,864.4   (mgal)                       NAVD 88
 KH0113
 KH0113  VERT ORDER  -  SECOND    CLASS 0
 KH0113
 KH0113.The horizontal coordinates were scaled from a topographic map and have
 KH0113.an estimated accuracy of +/- 6 seconds.
 KH0113
 KH0113.The orthometric height was determined by differential leveling
 KH0113.and adjusted by the National Geodetic Survey in June 1991..
 KH0113
 KH0113.The geoid height was determined by GEOID03.
 KH0113
 KH0113.The dynamic height is computed by dividing the NAVD 88
 KH0113.geopotential number by the normal gravity value computed on the
 KH0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0113.degrees latitude (g = 980.6199 gals.).
 KH0113
 KH0113.The modeled gravity was interpolated from observed gravity values.
 KH0113
 KH0113;                    North         East    Units  Estimated Accuracy
 KH0113;SPC KS N     -   115,720.      206,760.      MT  (+/- 180 meters Scaled)
 KH0113
 KH0113                          SUPERSEDED SURVEY CONTROL
 KH0113
 KH0113  NGVD 29 (??/??/92)  743.110  (m)         2438.02   (f) ADJ UNCH    2 0
 KH0113
 KH0113.Superseded values are not recommended for survey control.
 KH0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0113.See file dsdata.txt to determine how the superseded data were derived.
 KH0113
 KH0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ929568(NAD 83)
 KH0113_MARKER: DB = BENCH MARK DISK
 KH0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0113_SP_SET: BRIDGE
 KH0113_STAMPING: D 155 1934
 KH0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0113
 KH0113  HISTORY     - Date     Condition        Report By
 KH0113  HISTORY     - 1934     MONUMENTED       CGS
 KH0113  HISTORY     - 1941     GOOD             NGS
 KH0113  HISTORY     - 1974     MARK NOT FOUND   USGS
 KH0113
 KH0113                          STATION DESCRIPTION
 KH0113
 KH0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KH0113'9.1 MI W FROM MORLAND.
 KH0113'IN SHERIDAN COUNTY, 9.1 MILES WEST ALONG THE UNION PACIFIC
 KH0113'RAILROAD FROM THE STATION AT MORLAND, GRAHAM COUNTY, 5 POLES
 KH0113'WEST OF MILEPOST 159, 75 FEET NORTH OF THE CENTERLINE OF THE
 KH0113'TRACK, ON U.S. HIGHWAY 40 N, AND IN THE SOUTHEAST END OF A
 KH0113'CONCRETE HIGHWAY BRIDGE.  A STANDARD DISK, STAMPED D 155 1934.
 KH0113
 KH0113                          STATION RECOVERY (1974)
 KH0113
 KH0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KH0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0242 ***********************************************************************
 KH0242  DESIGNATION -  D 156
 KH0242  PID         -  KH0242
 KH0242  STATE/COUNTY-  KS/DECATUR
 KH0242  USGS QUAD   -  OBERLIN (1965)
 KH0242
 KH0242                         *CURRENT SURVEY CONTROL
 KH0242  ___________________________________________________________________
 KH0242* NAD 83(1986)-  39 51 11.     (N)    100 32 03.     (W)     SCALED    
 KH0242* NAVD 88     -       791.034  (meters)    2595.25   (feet)  ADJUSTED  
 KH0242  ___________________________________________________________________
 KH0242  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KH0242  DYNAMIC HT  -         790.474 (meters)    2593.41  (feet)  COMP
 KH0242  MODELED GRAV-     979,893.0   (mgal)                       NAVD 88
 KH0242
 KH0242  VERT ORDER  -  SECOND    CLASS 0
 KH0242
 KH0242.The horizontal coordinates were scaled from a topographic map and have
 KH0242.an estimated accuracy of +/- 6 seconds.
 KH0242
 KH0242.The orthometric height was determined by differential leveling
 KH0242.and adjusted by the National Geodetic Survey in June 1991..
 KH0242
 KH0242.The geoid height was determined by GEOID03.
 KH0242
 KH0242.The dynamic height is computed by dividing the NAVD 88
 KH0242.geopotential number by the normal gravity value computed on the
 KH0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0242.degrees latitude (g = 980.6199 gals.).
 KH0242
 KH0242.The modeled gravity was interpolated from observed gravity values.
 KH0242
 KH0242;                    North         East    Units  Estimated Accuracy
 KH0242;SPC KS N     -   171,750.      183,160.      MT  (+/- 180 meters Scaled)
 KH0242
 KH0242                          SUPERSEDED SURVEY CONTROL
 KH0242
 KH0242  NGVD 29 (??/??/92)  790.723  (m)         2594.23   (f) ADJ UNCH    2 0
 KH0242
 KH0242.Superseded values are not recommended for survey control.
 KH0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0242.See file dsdata.txt to determine how the superseded data were derived.
 KH0242
 KH0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK687125(NAD 83)
 KH0242_MARKER: DB = BENCH MARK DISK
 KH0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0242_SP_SET: FLOOD GATE
 KH0242_STAMPING: D 156 1934
 KH0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0242
 KH0242  HISTORY     - Date     Condition        Report By
 KH0242  HISTORY     - 1934     MONUMENTED       CGS
 KH0242
 KH0242                          STATION DESCRIPTION
 KH0242
 KH0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0242'2.6 MI N FROM OBERLIN.
 KH0242'2.6 MILES NORTH OF COURT HOUSE AT OBERLIN 50 FEET WEST OF
 KH0242'CENTERLINE OF U.S. HIGHWAY 183, 9 FEET WEST OF SOUTHEAST CORNER
 KH0242'OF THE FLOOD GATE FOR THE COUNTY LAKE, AT THE SOUTH END OF THE
 KH0242'FIRST CONCRETE CROSS-PIECE REINFORCEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0243 ***********************************************************************
 KH0243  DESIGNATION -  D 156 RESET
 KH0243  PID         -  KH0243
 KH0243  STATE/COUNTY-  KS/DECATUR
 KH0243  USGS QUAD   -  OBERLIN (1965)
 KH0243
 KH0243                         *CURRENT SURVEY CONTROL
 KH0243  ___________________________________________________________________
 KH0243* NAD 83(1986)-  39 51 11.     (N)    100 32 03.     (W)     SCALED    
 KH0243* NAVD 88     -       791.16   (meters)    2595.7    (feet)  RESET     
 KH0243  ___________________________________________________________________
 KH0243  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KH0243
 KH0243  VERT ORDER  -  THIRD
 KH0243
 KH0243.The horizontal coordinates were scaled from a topographic map and have
 KH0243.an estimated accuracy of +/- 6 seconds.
 KH0243
 KH0243.The orthometric height was computed from unverified reset data.
 KH0243
 KH0243.The geoid height was determined by GEOID03.
 KH0243
 KH0243;                    North         East    Units  Estimated Accuracy
 KH0243;SPC KS N     -   171,750.      183,160.      MT  (+/- 180 meters Scaled)
 KH0243
 KH0243                          SUPERSEDED SURVEY CONTROL
 KH0243
 KH0243.No superseded survey control is available for this station.
 KH0243
 KH0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK687125(NAD 83)
 KH0243_MARKER: DB = BENCH MARK DISK
 KH0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0243_STAMPING: D 156 RESET 1971
 KH0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0243+STABILITY: SURFACE MOTION
 KH0243
 KH0243  HISTORY     - Date     Condition        Report By
 KH0243  HISTORY     - 1971     MONUMENTED       NGS
 KH0243
 KH0243                          STATION DESCRIPTION
 KH0243
 KH0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KH0243'2.6 MI N FROM OBERLIN.
 KH0243'ABOUT 1.75 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 KH0243'OF U.S. HIGHWAYS 36 AND 83 AT OBERLIN, 120 FEET EAST OF THE
 KH0243'CENTER OF U.S. HIGHWAY 83, 1 FOOT SOUTH OF A METAL WITNESS POST,
 KH0243'1 FOOT NORTH OF A STEEL FENCE POST, 1 FOOT NORTH OF HIGHWAY
 KH0243'STATION 85+75, AND SET IN THE TOP OF A ROUND CONCRETE POST
 KH0243'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0282 ***********************************************************************
 KG0282  DESIGNATION -  D 158
 KG0282  PID         -  KG0282
 KG0282  STATE/COUNTY-  KS/ROOKS
 KG0282  USGS QUAD   -  PLAINVILLE (1978)
 KG0282
 KG0282                         *CURRENT SURVEY CONTROL
 KG0282  ___________________________________________________________________
 KG0282* NAD 83(1986)-  39 08 14.     (N)    099 17 54.     (W)     SCALED    
 KG0282* NAVD 88     -       633.264  (meters)    2077.63   (feet)  ADJUSTED  
 KG0282  ___________________________________________________________________
 KG0282  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 KG0282  DYNAMIC HT  -         632.818 (meters)    2076.17  (feet)  COMP
 KG0282  MODELED GRAV-     979,901.7   (mgal)                       NAVD 88
 KG0282
 KG0282  VERT ORDER  -  SECOND    CLASS 0
 KG0282
 KG0282.The horizontal coordinates were scaled from a topographic map and have
 KG0282.an estimated accuracy of +/- 6 seconds.
 KG0282
 KG0282.The orthometric height was determined by differential leveling
 KG0282.and adjusted by the National Geodetic Survey in June 1991..
 KG0282
 KG0282.The geoid height was determined by GEOID03.
 KG0282
 KG0282.The dynamic height is computed by dividing the NAVD 88
 KG0282.geopotential number by the normal gravity value computed on the
 KG0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0282.degrees latitude (g = 980.6199 gals.).
 KG0282
 KG0282.The modeled gravity was interpolated from observed gravity values.
 KG0282
 KG0282;                    North         East    Units  Estimated Accuracy
 KG0282;SPC KS N     -    90,050.      287,760.      MT  (+/- 180 meters Scaled)
 KG0282
 KG0282                          SUPERSEDED SURVEY CONTROL
 KG0282
 KG0282  NGVD 29 (??/??/92)  633.025  (m)         2076.85   (f) ADJ UNCH    2 0
 KG0282
 KG0282.Superseded values are not recommended for survey control.
 KG0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0282.See file dsdata.txt to determine how the superseded data were derived.
 KG0282
 KG0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ742320(NAD 83)
 KG0282_MARKER: DB = BENCH MARK DISK
 KG0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0282_SP_SET: CULVERT
 KG0282_STAMPING: D 158 1934
 KG0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0282
 KG0282  HISTORY     - Date     Condition        Report By
 KG0282  HISTORY     - 1934     MONUMENTED       CGS
 KG0282
 KG0282                          STATION DESCRIPTION
 KG0282
 KG0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0282'7.2 MI S FROM PLAINVILLE.
 KG0282'7.2 MILES SOUTH OF UNION PACIFIC STATION AT PLAINVILLE, 0.3
 KG0282'MILE NORTH OF A CURVE TO THE SOUTHWEST ON STATE HIGHWAY 1, IN
 KG0282'CENTER OF LARGE CONCRETE CULVERT, IN WEST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0417 ***********************************************************************
 KG0417  DESIGNATION -  D 159
 KG0417  PID         -  KG0417
 KG0417  STATE/COUNTY-  KS/NORTON
 KG0417  USGS QUAD   -  ALMENA (1967)
 KG0417
 KG0417                         *CURRENT SURVEY CONTROL
 KG0417  ___________________________________________________________________
 KG0417* NAD 83(1986)-  39 53 21.     (N)    099 42 36.     (W)     SCALED    
 KG0417* NAVD 88     -       656.926  (meters)    2155.26   (feet)  ADJUSTED  
 KG0417  ___________________________________________________________________
 KG0417  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 KG0417  DYNAMIC HT  -         656.503 (meters)    2153.88  (feet)  COMP
 KG0417  MODELED GRAV-     979,960.5   (mgal)                       NAVD 88
 KG0417
 KG0417  VERT ORDER  -  SECOND    CLASS 0
 KG0417
 KG0417.The horizontal coordinates were scaled from a topographic map and have
 KG0417.an estimated accuracy of +/- 6 seconds.
 KG0417
 KG0417.The orthometric height was determined by differential leveling
 KG0417.and adjusted by the National Geodetic Survey in June 1991..
 KG0417
 KG0417.The geoid height was determined by GEOID03.
 KG0417
 KG0417.The dynamic height is computed by dividing the NAVD 88
 KG0417.geopotential number by the normal gravity value computed on the
 KG0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0417.degrees latitude (g = 980.6199 gals.).
 KG0417
 KG0417.The modeled gravity was interpolated from observed gravity values.
 KG0417
 KG0417;                    North         East    Units  Estimated Accuracy
 KG0417;SPC KS N     -   174,100.      253,750.      MT  (+/- 180 meters Scaled)
 KG0417
 KG0417                          SUPERSEDED SURVEY CONTROL
 KG0417
 KG0417  NGVD 29 (??/??/92)  656.677  (m)         2154.45   (f) ADJ UNCH    2 0
 KG0417
 KG0417.Superseded values are not recommended for survey control.
 KG0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0417.See file dsdata.txt to determine how the superseded data were derived.
 KG0417
 KG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK392156(NAD 83)
 KG0417_MARKER: DB = BENCH MARK DISK
 KG0417_SETTING: 0 = UNSPECIFIED SETTING
 KG0417_STAMPING: D 159 1934
 KG0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0417
 KG0417  HISTORY     - Date     Condition        Report By
 KG0417  HISTORY     - 1934     MONUMENTED       CGS
 KG0417  HISTORY     - 1941     GOOD             LOCSUR
 KG0417  HISTORY     - 1966     MARK NOT FOUND   USGS
 KG0417
 KG0417                          STATION DESCRIPTION
 KG0417
 KG0417'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 KG0417'IN ALMENA.
 KG0417'IN ALMENA KANSAS AT A POINT 300 FT. WEST OF FARMERS UNION
 KG0417'ELEVATOR OFFICE AND 60 FT. NORTH OF THE CENTER OF THE MAIN TRACK
 KG0417'OF THE CHICAGO BURLINGTON AND QUINCY RAILROAD.  NOTE-- 1941
 KG0417'REPORT-- MARK IS HIDDEN BY WEEDS AND STANDARD OIL TANKS HAVE BEEN
 KG0417'REMOVED.
 KG0417
 KG0417                          STATION RECOVERY (1966)
 KG0417
 KG0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KG0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0117 ***********************************************************************
 HF0117  DESIGNATION -  D 16
 HF0117  PID         -  HF0117
 HF0117  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0117  USGS QUAD   -  ELGIN NE (1979)
 HF0117
 HF0117                         *CURRENT SURVEY CONTROL
 HF0117  ___________________________________________________________________
 HF0117* NAD 83(1986)-  37 08 25.     (N)    096 15 25.     (W)     SCALED    
 HF0117* NAVD 88     -       265.092  (meters)     869.72   (feet)  ADJUSTED  
 HF0117  ___________________________________________________________________
 HF0117  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HF0117  DYNAMIC HT  -         264.877 (meters)     869.02  (feet)  COMP
 HF0117  MODELED GRAV-     979,811.5   (mgal)                       NAVD 88
 HF0117
 HF0117  VERT ORDER  -  FIRST     CLASS II
 HF0117
 HF0117.The horizontal coordinates were scaled from a topographic map and have
 HF0117.an estimated accuracy of +/- 6 seconds.
 HF0117
 HF0117.The orthometric height was determined by differential leveling
 HF0117.and adjusted by the National Geodetic Survey in June 1991..
 HF0117
 HF0117.The geoid height was determined by GEOID03.
 HF0117
 HF0117.The dynamic height is computed by dividing the NAVD 88
 HF0117.geopotential number by the normal gravity value computed on the
 HF0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0117.degrees latitude (g = 980.6199 gals.).
 HF0117
 HF0117.The modeled gravity was interpolated from observed gravity values.
 HF0117
 HF0117;                    North         East    Units  Estimated Accuracy
 HF0117;SPC KS S     -   454,960.      599,280.      MT  (+/- 180 meters Scaled)
 HF0117
 HF0117                          SUPERSEDED SURVEY CONTROL
 HF0117
 HF0117  NGVD 29 (??/??/92)  264.953  (m)          869.27   (f) ADJ UNCH    1 2
 HF0117
 HF0117.Superseded values are not recommended for survey control.
 HF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0117.See file dsdata.txt to determine how the superseded data were derived.
 HF0117
 HF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG436139(NAD 83)
 HF0117_MARKER: DB = BENCH MARK DISK
 HF0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0117_STAMPING: D 16 193O
 HF0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0117+STABILITY: SURFACE MOTION
 HF0117
 HF0117  HISTORY     - Date     Condition        Report By
 HF0117  HISTORY     - 1933     MONUMENTED       CGS
 HF0117
 HF0117                          STATION DESCRIPTION
 HF0117
 HF0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0117'4.5 MI W FROM SEDAN.
 HF0117'ABOUT 4.5 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0117'SEDAN, CHAUTAUQUA COUNTY, ABOUT 1.5 MILES EAST OF ROGERS, ABOUT
 HF0117'14 POLES WEST OF MILEPOST 463, ABOUT 25 YARDS EAST OF THE CENTER
 HF0117'LINE OF A ROAD CROSSING THE TRACK, ABOUT 14 YARDS SOUTH OF THE
 HF0117'CENTER LINE OF THE TRACK, AND ABOUT 1 YARD NORTH OF A FENCE.
 HF0117'A STANDARD DISK, STAMPED D 16 1933 AND SET IN THE TOP OF A
 HF0117'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0258 ***********************************************************************
 KG0258  DESIGNATION -  D 160
 KG0258  PID         -  KG0258
 KG0258  STATE/COUNTY-  KS/PHILLIPS
 KG0258  USGS QUAD   -  KIRWIN (1972)
 KG0258
 KG0258                         *CURRENT SURVEY CONTROL
 KG0258  ___________________________________________________________________
 KG0258* NAD 83(1986)-  39 40 28.     (N)    099 06 55.     (W)     SCALED    
 KG0258* NAVD 88     -       517.071  (meters)    1696.42   (feet)  ADJUSTED  
 KG0258  ___________________________________________________________________
 KG0258  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 KG0258  DYNAMIC HT  -         516.740 (meters)    1695.34  (feet)  COMP
 KG0258  MODELED GRAV-     979,971.5   (mgal)                       NAVD 88
 KG0258
 KG0258  VERT ORDER  -  SECOND    CLASS 0
 KG0258
 KG0258.The horizontal coordinates were scaled from a topographic map and have
 KG0258.an estimated accuracy of +/- 6 seconds.
 KG0258
 KG0258.The orthometric height was determined by differential leveling
 KG0258.and adjusted by the National Geodetic Survey in June 1991..
 KG0258
 KG0258.The geoid height was determined by GEOID03.
 KG0258
 KG0258.The dynamic height is computed by dividing the NAVD 88
 KG0258.geopotential number by the normal gravity value computed on the
 KG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0258.degrees latitude (g = 980.6199 gals.).
 KG0258
 KG0258.The modeled gravity was interpolated from observed gravity values.
 KG0258
 KG0258;                    North         East    Units  Estimated Accuracy
 KG0258;SPC KS N     -   149,470.      304,320.      MT  (+/- 180 meters Scaled)
 KG0258
 KG0258                          SUPERSEDED SURVEY CONTROL
 KG0258
 KG0258  NGVD 29 (??/??/92)  516.853  (m)         1695.71   (f) ADJ UNCH    2 0
 KG0258
 KG0258.Superseded values are not recommended for survey control.
 KG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0258.See file dsdata.txt to determine how the superseded data were derived.
 KG0258
 KG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ901916(NAD 83)
 KG0258_MARKER: DB = BENCH MARK DISK
 KG0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0258_STAMPING: D 160 1934
 KG0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0258+STABILITY: SURFACE MOTION
 KG0258
 KG0258  HISTORY     - Date     Condition        Report By
 KG0258  HISTORY     - 1934     MONUMENTED       CGS
 KG0258  HISTORY     - 1941     GOOD             NGS
 KG0258
 KG0258                          STATION DESCRIPTION
 KG0258
 KG0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0258'AT KIRWIN.
 KG0258'ABOUT 800 FEET EAST OF MISSOURI PACIFIC RR. STATION, 1 POLE WEST
 KG0258'OF MILEAGE 572.20, 100 FEET SOUTH OF STOCK CORRAL, 60 FEET WEST
 KG0258'OF CROSSING AND 40 FEET SOUTH OF MAIN TRACK.
 KG0258
 KG0258                          STATION RECOVERY (1941)
 KG0258
 KG0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KG0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0407 ***********************************************************************
 KG0407  DESIGNATION -  D 161
 KG0407  PID         -  KG0407
 KG0407  STATE/COUNTY-  KS/PHILLIPS
 KG0407  USGS QUAD   -  LOGAN (1978)
 KG0407
 KG0407                         *CURRENT SURVEY CONTROL
 KG0407  ___________________________________________________________________
 KG0407* NAD 83(1986)-  39 40 01.     (N)    099 30 56.     (W)     SCALED    
 KG0407* NAVD 88     -       588.185  (meters)    1929.74   (feet)  ADJUSTED  
 KG0407  ___________________________________________________________________
 KG0407  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 KG0407  DYNAMIC HT  -         587.796 (meters)    1928.46  (feet)  COMP
 KG0407  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 KG0407
 KG0407  VERT ORDER  -  SECOND    CLASS 0
 KG0407
 KG0407.The horizontal coordinates were scaled from a topographic map and have
 KG0407.an estimated accuracy of +/- 6 seconds.
 KG0407
 KG0407.The orthometric height was determined by differential leveling
 KG0407.and adjusted by the National Geodetic Survey in June 1991..
 KG0407
 KG0407.The geoid height was determined by GEOID03.
 KG0407
 KG0407.The dynamic height is computed by dividing the NAVD 88
 KG0407.geopotential number by the normal gravity value computed on the
 KG0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0407.degrees latitude (g = 980.6199 gals.).
 KG0407
 KG0407.The modeled gravity was interpolated from observed gravity values.
 KG0407
 KG0407;                    North         East    Units  Estimated Accuracy
 KG0407;SPC KS N     -   149,140.      269,960.      MT  (+/- 180 meters Scaled)
 KG0407
 KG0407                          SUPERSEDED SURVEY CONTROL
 KG0407
 KG0407  NGVD 29 (??/??/92)  587.944  (m)         1928.95   (f) ADJ UNCH    2 0
 KG0407
 KG0407.Superseded values are not recommended for survey control.
 KG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0407.See file dsdata.txt to determine how the superseded data were derived.
 KG0407
 KG0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ557909(NAD 83)
 KG0407_MARKER: DB = BENCH MARK DISK
 KG0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0407_STAMPING: D 161 1934
 KG0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0407+STABILITY: SURFACE MOTION
 KG0407
 KG0407  HISTORY     - Date     Condition        Report By
 KG0407  HISTORY     - 1934     MONUMENTED       CGS
 KG0407  HISTORY     - 1971     MARK NOT FOUND   USGS
 KG0407
 KG0407                          STATION DESCRIPTION
 KG0407
 KG0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0407'2.9 MI E FROM LOGAN.
 KG0407'2.9 MILES EAST OF MISSOURI PACIFIC STATION AT LOGAN, AT MILEAGE
 KG0407'POST 595.30.  50 FEET NORTH OF CROSSING, 30 FEET NORTH OF
 KG0407'CENTERLINE OF MISSOURI PACIFIC RR. TRACK, IN CORNER OF RIGHT OF WAY
 KG0407'FENCE LINE.
 KG0407
 KG0407                          STATION RECOVERY (1971)
 KG0407
 KG0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KG0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0298 ***********************************************************************
 KG0298  DESIGNATION -  D 163
 KG0298  PID         -  KG0298
 KG0298  STATE/COUNTY-  KS/OSBORNE
 KG0298  USGS QUAD   -  NATOMA (1978)
 KG0298
 KG0298                         *CURRENT SURVEY CONTROL
 KG0298  ___________________________________________________________________
 KG0298* NAD 83(1986)-  39 11 17.     (N)    099 01 27.     (W)     SCALED    
 KG0298* NAVD 88     -       559.082  (meters)    1834.25   (feet)  ADJUSTED  
 KG0298  ___________________________________________________________________
 KG0298  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 KG0298  DYNAMIC HT  -         558.697 (meters)    1832.99  (feet)  COMP
 KG0298  MODELED GRAV-     979,919.6   (mgal)                       NAVD 88
 KG0298
 KG0298  VERT ORDER  -  SECOND    CLASS 0
 KG0298
 KG0298.The horizontal coordinates were scaled from a topographic map and have
 KG0298.an estimated accuracy of +/- 6 seconds.
 KG0298
 KG0298.The orthometric height was determined by differential leveling
 KG0298.and adjusted by the National Geodetic Survey in June 1991..
 KG0298
 KG0298.The geoid height was determined by GEOID03.
 KG0298
 KG0298.The dynamic height is computed by dividing the NAVD 88
 KG0298.geopotential number by the normal gravity value computed on the
 KG0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0298.degrees latitude (g = 980.6199 gals.).
 KG0298
 KG0298.The modeled gravity was interpolated from observed gravity values.
 KG0298
 KG0298;                    North         East    Units  Estimated Accuracy
 KG0298;SPC KS N     -    95,380.      311,520.      MT  (+/- 180 meters Scaled)
 KG0298
 KG0298                          SUPERSEDED SURVEY CONTROL
 KG0298
 KG0298  NGVD 29 (??/??/92)  558.860  (m)         1833.53   (f) ADJ UNCH    2 0
 KG0298
 KG0298.Superseded values are not recommended for survey control.
 KG0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0298.See file dsdata.txt to determine how the superseded data were derived.
 KG0298
 KG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ979376(NAD 83)
 KG0298_MARKER: DB = BENCH MARK DISK
 KG0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0298_SP_SET: SIDEWALK
 KG0298_STAMPING: D 163 1934
 KG0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0298
 KG0298  HISTORY     - Date     Condition        Report By
 KG0298  HISTORY     - 1934     MONUMENTED       CGS
 KG0298  HISTORY     - 1961     GOOD             NGS
 KG0298
 KG0298                          STATION DESCRIPTION
 KG0298
 KG0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KG0298'AT NATOMA.
 KG0298'AT NATOMA, OSBORNE COUNTY, 250 FEET NORTH OF THE UNION PACIFIC
 KG0298'RAILROAD TRACK, 60 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 KG0298'STREET, 45 FEET NORTH OF THE CENTERLINE OF AN EAST-AND-WEST
 KG0298'STREET, INSIDE OF THE BUILDING OCCUPIED BY THE DUKEWITS MOTOR
 KG0298'COMPANY, 18 INCHES EAST OF THE SOUTHWEST CORNER, 18 INCHES
 KG0298'WEST OF A WINDOW AND 3 FEET HIGHER THAN A CONCRETE SIDEWALK.
 KG0298'A STANDARD DISK, STAMPED D 163 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0343 ***********************************************************************
 JG0343  DESIGNATION -  D 164
 JG0343  PID         -  JG0343
 JG0343  STATE/COUNTY-  KS/ELLIS
 JG0343  USGS QUAD   -  VICTORIA (1961)
 JG0343
 JG0343                         *CURRENT SURVEY CONTROL
 JG0343  ___________________________________________________________________
 JG0343* NAD 83(1997)-  38 51 02.49349(N)    099 14 12.71810(W)     ADJUSTED  
 JG0343* NAVD 88     -       608.865  (meters)    1997.58   (feet)  ADJUSTED  
 JG0343  ___________________________________________________________________
 JG0343  X           -    -798,439.522 (meters)                     COMP
 JG0343  Y           -  -4,909,696.040 (meters)                     COMP
 JG0343  Z           -   3,979,787.639 (meters)                     COMP
 JG0343  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 JG0343  ELLIP HEIGHT-         582.75  (meters)          (07/29/04) GPS OBS
 JG0343  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 JG0343  DYNAMIC HT  -         608.415 (meters)    1996.11  (feet)  COMP
 JG0343  MODELED GRAV-     979,869.6   (mgal)                       NAVD 88
 JG0343
 JG0343  HORZ ORDER  -  FIRST
 JG0343  VERT ORDER  -  FIRST     CLASS II
 JG0343  ELLP ORDER  -  FOURTH    CLASS II
 JG0343
 JG0343.The horizontal coordinates were established by GPS observations
 JG0343.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 JG0343
 JG0343.The orthometric height was determined by differential leveling
 JG0343.and adjusted by the National Geodetic Survey in June 1991..
 JG0343
 JG0343.Photographs are available for this station.
 JG0343
 JG0343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JG0343
 JG0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0343
 JG0343.The ellipsoidal height was determined by GPS observations
 JG0343.and is referenced to NAD 83.
 JG0343
 JG0343.The geoid height was determined by GEOID03.
 JG0343
 JG0343.The dynamic height is computed by dividing the NAVD 88
 JG0343.geopotential number by the normal gravity value computed on the
 JG0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0343.degrees latitude (g = 980.6199 gals.).
 JG0343
 JG0343.The modeled gravity was interpolated from observed gravity values.
 JG0343
 JG0343;                    North         East     Units Scale Factor Converg.
 JG0343;SPC KS N     -    58,165.594   292,635.287   MT  0.99998107   -0 46 57.3
 JG0343;UTM  14      - 4,300,234.648   479,446.297   MT  0.99960520   -0 08 54.9
 JG0343
 JG0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0343!SPC KS N     -   0.99990858  x   0.99998107  =   0.99988965
 JG0343!UTM  14      -   0.99990858  x   0.99960520  =   0.99951381
 JG0343
 JG0343                          SUPERSEDED SURVEY CONTROL
 JG0343
 JG0343  ELLIP H (03/07/02)  582.76   (m)                       GP(       ) 4 2
 JG0343  NAVD 88 (03/07/02)  608.87   (m)         1997.6    (f) LEVELING    3  
 JG0343  NGVD 29 (??/??/92)  608.610  (m)         1996.75   (f) ADJ UNCH    1 2
 JG0343
 JG0343.Superseded values are not recommended for survey control.
 JG0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0343.See file dsdata.txt to determine how the superseded data were derived.
 JG0343
 JG0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7944600235(NAD 83)
 JG0343_MARKER: DB = BENCH MARK DISK
 JG0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0343_SP_SET: BRIDGE
 JG0343_STAMPING: D 164 1934
 JG0343_MARK LOGO: CGS   
 JG0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0343+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 JG0343
 JG0343  HISTORY     - Date     Condition        Report By
 JG0343  HISTORY     - 1934     MONUMENTED       CGS
 JG0343  HISTORY     - 1953     GOOD             NGS
 JG0343  HISTORY     - 1959     GOOD             USGS
 JG0343  HISTORY     - 20010416 GOOD             MSAM
 JG0343  HISTORY     - 20050601 GOOD             USGS
 JG0343
 JG0343                          STATION DESCRIPTION
 JG0343
 JG0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0343'5.5 MI E FROM HAYS.
 JG0343'5.5 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0343'RAILROAD STATION AT HAYS, 0.1 MILE EAST OF A LARGE CONCRETE
 JG0343'GRAIN ELEVATOR, 57 YARDS SOUTH OF RAILROAD TRESTLE 284.4, 16.3
 JG0343'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 JG0343'THE CENTER OF THE SOUTH HEADWALL OF A SMALL CONCRETE BRIDGE.
 JG0343
 JG0343                          STATION RECOVERY (1959)
 JG0343
 JG0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JG0343'RECOVERED IN GOOD CONDITION.
 JG0343
 JG0343                          STATION RECOVERY (2001)
 JG0343
 JG0343'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 JG0343'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 JG0343'THE STATION IS LOCATED ABOUT 8.4 KM (5.2 MI) SOUTHEAST OF THE CENTER
 JG0343'OF
 JG0343'HAYS, KANSAS. OWNERSHIP-
 JG0343' 
 JG0343'TO REACH THE STATION FROM EXIT 159 ON INTERSTATE 70, GO SOUTH, ON VINE
 JG0343'STREET FOR 2.15 MILES TO THE INTERSECTION WITH OLD HIGHWAY 40. TURN
 JG0343'LEFT,
 JG0343'EAST, ON OLD HIGHWAY 40 FOR 4.4 MILES THE STATION ON YOUR RIGHT.
 JG0343' 
 JG0343'THE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCHMARK DISK SET IN THE
 JG0343'CENTER OF THE SOUTH HEAD WALL OF A SMALL BRIDGE. IT IS 0.24 KM (0.15
 JG0343'MI) EAST
 JG0343'OF A LARGE CONCRETE GRAIN ELEVATOR, 0.16 KM (0.1 MI) WEST OF THE
 JG0343'VIRGINIA
 JG0343'MILLER ANIMAL SHELTER, 42.5 M (139.4 FT) NORTHWEST OF A POWER POLE,
 JG0343'41.71 M
 JG0343'(136.8 FT) WEST-NORTHWEST OF A POWER POLE, 12.2 M (40.0 FT) NORTHEAST
 JG0343'OF A
 JG0343'POWER POLE AND 4.9 M (16.3 FT) SOUTH OF THE CENTERLINE OF OLD HIGHWAY
 JG0343'40.
 JG0343' 
 JG0343'
 JG0343
 JG0343                          STATION RECOVERY (2005)
 JG0343
 JG0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (RWG)
 JG0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0105 ***********************************************************************
 KG0105  DESIGNATION -  D 165
 KG0105  PID         -  KG0105
 KG0105  STATE/COUNTY-  KS/OSBORNE
 KG0105  USGS QUAD   -  VINCENT (1978)
 KG0105
 KG0105                         *CURRENT SURVEY CONTROL
 KG0105  ___________________________________________________________________
 KG0105* NAD 83(1986)-  39 09 30.     (N)    098 41 40.     (W)     SCALED    
 KG0105* NAVD 88     -       507.211  (meters)    1664.07   (feet)  ADJUSTED  
 KG0105  ___________________________________________________________________
 KG0105  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 KG0105  DYNAMIC HT  -         506.870 (meters)    1662.96  (feet)  COMP
 KG0105  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 KG0105
 KG0105  VERT ORDER  -  SECOND    CLASS 0
 KG0105
 KG0105.The horizontal coordinates were scaled from a topographic map and have
 KG0105.an estimated accuracy of +/- 6 seconds.
 KG0105
 KG0105.The orthometric height was determined by differential leveling
 KG0105.and adjusted by the National Geodetic Survey in June 1991..
 KG0105
 KG0105.The geoid height was determined by GEOID03.
 KG0105
 KG0105.The dynamic height is computed by dividing the NAVD 88
 KG0105.geopotential number by the normal gravity value computed on the
 KG0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0105.degrees latitude (g = 980.6199 gals.).
 KG0105
 KG0105.The modeled gravity was interpolated from observed gravity values.
 KG0105
 KG0105;                    North         East    Units  Estimated Accuracy
 KG0105;SPC KS N     -    91,810.      339,980.      MT  (+/- 180 meters Scaled)
 KG0105
 KG0105                          SUPERSEDED SURVEY CONTROL
 KG0105
 KG0105  NGVD 29 (??/??/92)  507.018  (m)         1663.44   (f) ADJ UNCH    2 0
 KG0105
 KG0105.Superseded values are not recommended for survey control.
 KG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0105.See file dsdata.txt to determine how the superseded data were derived.
 KG0105
 KG0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ264343(NAD 83)
 KG0105_MARKER: DB = BENCH MARK DISK
 KG0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0105_STAMPING: D 165 1934
 KG0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0105+STABILITY: SURFACE MOTION
 KG0105
 KG0105  HISTORY     - Date     Condition        Report By
 KG0105  HISTORY     - 1934     MONUMENTED       CGS
 KG0105  HISTORY     - 1942     GOOD             NGS
 KG0105
 KG0105                          STATION DESCRIPTION
 KG0105
 KG0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0105'4 MI N FROM LURAY.
 KG0105'4.0 MILES NORTH OF WATER TOWER AT LURAY 175 FEET SOUTH OF SMALL
 KG0105'CULVERT, 22 FEET WEST OF CENTERLINE OF STATE HIGHWAY 8, 3 FEET
 KG0105'SOUTH OF TELEPHONE POLE AND IN FENCE LINE.
 KG0105
 KG0105                          STATION RECOVERY (1942)
 KG0105
 KG0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KG0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0080 ***********************************************************************
 KG0080  DESIGNATION -  D 166
 KG0080  PID         -  KG0080
 KG0080  STATE/COUNTY-  KS/MITCHELL
 KG0080  USGS QUAD   -  SOLOMON RAPIDS (1953)
 KG0080
 KG0080                         *CURRENT SURVEY CONTROL
 KG0080  ___________________________________________________________________
 KG0080* NAD 83(1986)-  39 28 07.     (N)    098 09 12.     (W)     SCALED    
 KG0080* NAVD 88     -       422.012  (meters)    1384.55   (feet)  ADJUSTED  
 KG0080  ___________________________________________________________________
 KG0080  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 KG0080  DYNAMIC HT  -         421.745 (meters)    1383.68  (feet)  COMP
 KG0080  MODELED GRAV-     979,982.0   (mgal)                       NAVD 88
 KG0080
 KG0080  VERT ORDER  -  SECOND    CLASS 0
 KG0080
 KG0080.The horizontal coordinates were scaled from a topographic map and have
 KG0080.an estimated accuracy of +/- 6 seconds.
 KG0080
 KG0080.The orthometric height was determined by differential leveling
 KG0080.and adjusted by the National Geodetic Survey in June 1991..
 KG0080
 KG0080.The geoid height was determined by GEOID03.
 KG0080
 KG0080.The dynamic height is computed by dividing the NAVD 88
 KG0080.geopotential number by the normal gravity value computed on the
 KG0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0080.degrees latitude (g = 980.6199 gals.).
 KG0080
 KG0080.The modeled gravity was interpolated from observed gravity values.
 KG0080
 KG0080;                    North         East    Units  Estimated Accuracy
 KG0080;SPC KS N     -   126,040.      386,810.      MT  (+/- 180 meters Scaled)
 KG0080
 KG0080                          SUPERSEDED SURVEY CONTROL
 KG0080
 KG0080  NGVD 29 (??/??/92)  421.851  (m)         1384.02   (f) ADJ UNCH    2 0
 KG0080
 KG0080.Superseded values are not recommended for survey control.
 KG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0080.See file dsdata.txt to determine how the superseded data were derived.
 KG0080
 KG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ728691(NAD 83)
 KG0080_MARKER: DB = BENCH MARK DISK
 KG0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0080_STAMPING: D 166 1934
 KG0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0080+STABILITY: SURFACE MOTION
 KG0080
 KG0080  HISTORY     - Date     Condition        Report By
 KG0080  HISTORY     - 1934     MONUMENTED       CGS
 KG0080  HISTORY     - 1952     POOR             NGS
 KG0080
 KG0080                          STATION DESCRIPTION
 KG0080
 KG0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KG0080'2.1 MI E FROM SOLOMON RAPIDS.
 KG0080'2.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0080'STATION AT SOLOMON RAPIDS, MITCHELL COUNTY, 4 POLES EAST OF THE
 KG0080'TENTH POLE WEST OF MILEPOST 517, AT A ROAD CROSSING, 45 FEET
 KG0080'NORTH OF THE CENTERLINE OF THE TRACK, 25 FEET WEST OF THE ROAD,
 KG0080'AND IN A FENCE CORNER.  A STANDARD DISK, STAMPED D 166 1934 AND
 KG0080'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0496 ***********************************************************************
 KF0496  DESIGNATION -  D 167 RESET
 KF0496  PID         -  KF0496
 KF0496  STATE/COUNTY-  KS/OTTAWA
 KF0496  USGS QUAD   -  BENNINGTON (1965)
 KF0496
 KF0496                         *CURRENT SURVEY CONTROL
 KF0496  ___________________________________________________________________
 KF0496* NAD 83(1986)-  39 01 50.     (N)    097 35 40.     (W)     SCALED    
 KF0496* NAVD 88     -       372.43   (meters)    1221.9    (feet)  RESET     
 KF0496  ___________________________________________________________________
 KF0496  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 KF0496
 KF0496  VERT ORDER  -  THIRD
 KF0496
 KF0496.The horizontal coordinates were scaled from a topographic map and have
 KF0496.an estimated accuracy of +/- 6 seconds.
 KF0496
 KF0496.The orthometric height was computed from unverified reset data.
 KF0496.No vertical observational check was made to the station.
 KF0496
 KF0496.The geoid height was determined by GEOID03.
 KF0496
 KF0496;                    North         East    Units  Estimated Accuracy
 KF0496;SPC KS N     -    77,480.      435,120.      MT  (+/- 180 meters Scaled)
 KF0496
 KF0496                          SUPERSEDED SURVEY CONTROL
 KF0496
 KF0496  NGVD 29 (??/??/??)  372.33   (m)         1221.6    (f) RESET       3  
 KF0496
 KF0496.Superseded values are not recommended for survey control.
 KF0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0496.See file dsdata.txt to determine how the superseded data were derived.
 KF0496
 KF0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ216211(NAD 83)
 KF0496_MARKER: DB = BENCH MARK DISK
 KF0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0496_SP_SET: HUB GUARD
 KF0496_STAMPING: D 167 RESET 1947
 KF0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0496
 KF0496  HISTORY     - Date     Condition        Report By
 KF0496  HISTORY     - 1947     MONUMENTED       KSHC
 KF0496  HISTORY     - 1963     GOOD             USGS
 KF0496
 KF0496                          STATION DESCRIPTION
 KF0496
 KF0496'DESCRIBED BY KS HIGHWAY COMM 1947
 KF0496'AT BENNINGTON.
 KF0496'AT BENNINGTON, OTTAWA COUNTY, NEAR THE UNION PACIFIC RAILROAD
 KF0496'STATION, 267 FEET WEST OF THE JUNCTION OF U.S. HIGHWAY 81 AND
 KF0496'STATE HIGHWAY 18, AT THE NORTHEAST CORNER OF SECTION 1, T 12
 KF0496'S, R 3 W, AT A RAILROAD CULVERT, AND IN THE NORTHEAST HUB GUARD.
 KF0496'A STANDARD DISK, STAMPED D 167 RESET 1947.
 KF0496
 KF0496                          STATION RECOVERY (1963)
 KF0496
 KF0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KF0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0065 ***********************************************************************
 KG0065  DESIGNATION -  D 169
 KG0065  PID         -  KG0065
 KG0065  STATE/COUNTY-  KS/LINCOLN
 KG0065  USGS QUAD   -  LINCOLN NW (1980)
 KG0065
 KG0065                         *CURRENT SURVEY CONTROL
 KG0065  ___________________________________________________________________
 KG0065* NAD 83(1986)-  39 10 08.     (N)    098 09 14.     (W)     SCALED    
 KG0065* NAVD 88     -       453.821  (meters)    1488.91   (feet)  ADJUSTED  
 KG0065  ___________________________________________________________________
 KG0065  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 KG0065  DYNAMIC HT  -         453.517 (meters)    1487.91  (feet)  COMP
 KG0065  MODELED GRAV-     979,942.4   (mgal)                       NAVD 88
 KG0065
 KG0065  VERT ORDER  -  SECOND    CLASS 0
 KG0065
 KG0065.The horizontal coordinates were scaled from a topographic map and have
 KG0065.an estimated accuracy of +/- 6 seconds.
 KG0065
 KG0065.The orthometric height was determined by differential leveling
 KG0065.and adjusted by the National Geodetic Survey in June 1991..
 KG0065
 KG0065.The geoid height was determined by GEOID03.
 KG0065
 KG0065.The dynamic height is computed by dividing the NAVD 88
 KG0065.geopotential number by the normal gravity value computed on the
 KG0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0065.degrees latitude (g = 980.6199 gals.).
 KG0065
 KG0065.The modeled gravity was interpolated from observed gravity values.
 KG0065
 KG0065;                    North         East    Units  Estimated Accuracy
 KG0065;SPC KS N     -    92,770.      386,700.      MT  (+/- 180 meters Scaled)
 KG0065
 KG0065                          SUPERSEDED SURVEY CONTROL
 KG0065
 KG0065  NGVD 29 (??/??/92)  453.664  (m)         1488.40   (f) ADJ UNCH    2 0
 KG0065
 KG0065.Superseded values are not recommended for survey control.
 KG0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0065.See file dsdata.txt to determine how the superseded data were derived.
 KG0065
 KG0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ730358(NAD 83)
 KG0065_MARKER: DB = BENCH MARK DISK
 KG0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0065_STAMPING: D 169 1934
 KG0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0065+STABILITY: SURFACE MOTION
 KG0065
 KG0065  HISTORY     - Date     Condition        Report By
 KG0065  HISTORY     - 1934     MONUMENTED       CGS
 KG0065  HISTORY     - 20050126 MARK NOT FOUND   SKW
 KG0065
 KG0065                          STATION DESCRIPTION
 KG0065
 KG0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0065'9.4 MI N FROM LINCOLN.
 KG0065'9.4 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE COUNTY COURTHOUSE
 KG0065'AT LINCOLN, LINCOLN COUNTY, AT THE TOP OF A SMALL HILL, AT A
 KG0065'ROAD JUNCTION, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KG0065'18 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST,
 KG0065'6 FEET NORTH OF A FENCE CORNER, AND IN THE RIGHT-OF-WAY FENCE
 KG0065'LINE.  A STANDARD DISK, STAMPED D 169 1934 AND SET IN THE TOP
 KG0065'OF A CONCRETE POST.
 KG0065
 KG0065                          STATION RECOVERY (2005)
 KG0065
 KG0065'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 KG0065'THE HIGHWAY HAS BEEN WIDENED.  THE MONUMENT LOCATION APPEARS TO FALL
 KG0065'IN THE NEW DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0546 ***********************************************************************
 HE0546  DESIGNATION -  D 17
 HE0546  PID         -  HE0546
 HE0546  STATE/COUNTY-  KS/MONTGOMERY
 HE0546  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0546
 HE0546                         *CURRENT SURVEY CONTROL
 HE0546  ___________________________________________________________________
 HE0546* NAD 83(1986)-  37 03 49.     (N)    095 34 11.     (W)     SCALED    
 HE0546* NAVD 88     -       231.277  (meters)     758.78   (feet)  ADJUSTED  
 HE0546  ___________________________________________________________________
 HE0546  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HE0546  DYNAMIC HT  -         231.095 (meters)     758.18  (feet)  COMP
 HE0546  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 HE0546
 HE0546  VERT ORDER  -  FIRST     CLASS II
 HE0546
 HE0546.The horizontal coordinates were scaled from a topographic map and have
 HE0546.an estimated accuracy of +/- 6 seconds.
 HE0546
 HE0546.The orthometric height was determined by differential leveling
 HE0546.and adjusted by the National Geodetic Survey in June 1991..
 HE0546
 HE0546.The geoid height was determined by GEOID03.
 HE0546
 HE0546.The dynamic height is computed by dividing the NAVD 88
 HE0546.geopotential number by the normal gravity value computed on the
 HE0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0546.degrees latitude (g = 980.6199 gals.).
 HE0546
 HE0546.The modeled gravity was interpolated from observed gravity values.
 HE0546
 HE0546;                    North         East    Units  Estimated Accuracy
 HE0546;SPC KS S     -   448,150.      660,580.      MT  (+/- 180 meters Scaled)
 HE0546
 HE0546                          SUPERSEDED SURVEY CONTROL
 HE0546
 HE0546  NGVD 29 (??/??/92)  231.141  (m)          758.34   (f) ADJ UNCH    1 2
 HE0546
 HE0546.Superseded values are not recommended for survey control.
 HE0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0546.See file dsdata.txt to determine how the superseded data were derived.
 HE0546
 HE0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB715050(NAD 83)
 HE0546_MARKER: DB = BENCH MARK DISK
 HE0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0546_SP_SET: CONCRETE POST
 HE0546_STAMPING: D 17 1933
 HE0546_MARK LOGO: CGS   
 HE0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0546+STABILITY: SURFACE MOTION
 HE0546
 HE0546  HISTORY     - Date     Condition        Report By
 HE0546  HISTORY     - 1933     MONUMENTED       CGS
 HE0546  HISTORY     - 1980     GOOD             NGS
 HE0546  HISTORY     - 1980     GOOD             NGS
 HE0546  HISTORY     - 1987     GOOD             NOS
 HE0546
 HE0546                          STATION DESCRIPTION
 HE0546
 HE0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0546'3.2 MI E FROM COFFEYVILLE.
 HE0546'3.2 MILES NORTH EAST OF ON M.K.T.R.R. .7 MILE S/W OF OHERN,
 HE0546'AT GRADE CROSSING, 45 FT EAST OF R.R., 40 FT SOUTH OF ROAD,
 HE0546'2 FT WEST OF FENCE.
 HE0546
 HE0546                          STATION RECOVERY (1980)
 HE0546
 HE0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0546'1.5 MILES NORTH ALONG U.S. HIGHWAY 169 FROM ITS JUNCTION WITH U.S.
 HE0546'HIGHWAY 166, ABOUT 2 MILES EAST OF COFFEYVILLE, THENCE RIGHT AND EAST
 HE0546'ALONG A GRAVELED ROAD FOR 0.85 MILE TO AN ABANDONED CROSSING AND THE
 HE0546'MARK ON THE RIGHT, 149.5 FEET EAST. SOUTHEAST OF THE EAST CORNER OF A
 HE0546'CHAIN-LINK FENCE AROUND OIL STORAGE TANKS, 54.0 FEET SOUTH
 HE0546
 HE0546                          STATION RECOVERY (1980)
 HE0546
 HE0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0546'1.5 MILES NORTH ALONG U.S. HIGHWAY 169 FROM ITS JUNCTION WITH U.S.
 HE0546'HIGHWAY 166, ABOUT 2 MILES EAST OF COFFEYVILLE, THENCE RIGHT AND EAST
 HE0546'ALONG A GRAVELED ROAD FOR 0.85 MILE TO AN ABANDONED CROSSING AND THE
 HE0546'MARK ON THE RIGHT, 149.5 FEET EAST. SOUTHEAST OF THE EAST CORNER OF A
 HE0546'CHAIN-LINK FENCE AROUND OIL STORAGE TANKS, 54.0 FEET SOUTH
 HE0546
 HE0546                          STATION RECOVERY (1987)
 HE0546
 HE0546'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HE0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0021 ***********************************************************************
 KG0021  DESIGNATION -  D 171
 KG0021  PID         -  KG0021
 KG0021  STATE/COUNTY-  KS/JEWELL
 KG0021  USGS QUAD   -  BURR OAK (1968)
 KG0021
 KG0021                         *CURRENT SURVEY CONTROL
 KG0021  ___________________________________________________________________
 KG0021* NAD 83(1986)-  39 51 58.     (N)    098 18 19.     (W)     SCALED    
 KG0021* NAVD 88     -       507.289  (meters)    1664.33   (feet)  ADJUSTED  
 KG0021  ___________________________________________________________________
 KG0021  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 KG0021  DYNAMIC HT  -         506.978 (meters)    1663.31  (feet)  COMP
 KG0021  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 KG0021
 KG0021  VERT ORDER  -  SECOND    CLASS 0
 KG0021
 KG0021.The horizontal coordinates were scaled from a topographic map and have
 KG0021.an estimated accuracy of +/- 6 seconds.
 KG0021
 KG0021.The orthometric height was determined by differential leveling
 KG0021.and adjusted by the National Geodetic Survey in June 1991..
 KG0021
 KG0021.The geoid height was determined by GEOID03.
 KG0021
 KG0021.The dynamic height is computed by dividing the NAVD 88
 KG0021.geopotential number by the normal gravity value computed on the
 KG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0021.degrees latitude (g = 980.6199 gals.).
 KG0021
 KG0021.The modeled gravity was interpolated from observed gravity values.
 KG0021
 KG0021;                    North         East    Units  Estimated Accuracy
 KG0021;SPC KS N     -   170,210.      373,880.      MT  (+/- 180 meters Scaled)
 KG0021
 KG0021                          SUPERSEDED SURVEY CONTROL
 KG0021
 KG0021  NGVD 29 (??/??/92)  507.088  (m)         1663.67   (f) ADJ UNCH    2 0
 KG0021
 KG0021.Superseded values are not recommended for survey control.
 KG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0021.See file dsdata.txt to determine how the superseded data were derived.
 KG0021
 KG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK594131(NAD 83)
 KG0021_MARKER: DD = SURVEY DISK
 KG0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0021_SP_SET: CONCRETE BASE
 KG0021_STAMPING: D 171 1934
 KG0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KG0021+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2006
 KG0021
 KG0021  HISTORY     - Date     Condition        Report By
 KG0021  HISTORY     - 1934     MONUMENTED       KSGS
 KG0021  HISTORY     - 1959     GOOD             NGS
 KG0021  HISTORY     - 20060112 GOOD             USGS
 KG0021
 KG0021                          STATION DESCRIPTION
 KG0021
 KG0021'DESCRIBED BY KANSAS GEODETIC SURVEY 1934
 KG0021'AT BURR OAK.
 KG0021'AT BURR OAK, JEWELL COUNTY, AT THE CITY WATER TOWER, IN THE TOP
 KG0021'OF THE SOUTHWEST CONCRETE BASE, AND 90 FEET EAST OF THE CENTER
 KG0021'LINE OF THE MISSOURI PACIFIC RAILROAD TRACK.  A STATE SURVEY
 KG0021'STANDARD DISK, STAMPED D 171 1934.
 KG0021
 KG0021                          STATION RECOVERY (1959)
 KG0021
 KG0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KG0021'RECOVERED IN GOOD CONDITION.
 KG0021
 KG0021                          STATION RECOVERY (2006)
 KG0021
 KG0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2006 (RWG)
 KG0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0518 ***********************************************************************
 KF0518  DESIGNATION -  D 173
 KF0518  PID         -  KF0518
 KF0518  STATE/COUNTY-  KS/LINCOLN
 KF0518  USGS QUAD   -  TESCOTT (1965)
 KF0518
 KF0518                         *CURRENT SURVEY CONTROL
 KF0518  ___________________________________________________________________
 KF0518* NAD 83(1986)-  39 00 41.     (N)    097 55 41.     (W)     SCALED    
 KF0518* NAVD 88     -       398.256  (meters)    1306.61   (feet)  ADJUSTED  
 KF0518  ___________________________________________________________________
 KF0518  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 KF0518  DYNAMIC HT  -         397.988 (meters)    1305.73  (feet)  COMP
 KF0518  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 KF0518
 KF0518  VERT ORDER  -  SECOND    CLASS 0
 KF0518
 KF0518.The horizontal coordinates were scaled from a topographic map and have
 KF0518.an estimated accuracy of +/- 6 seconds.
 KF0518
 KF0518.The orthometric height was determined by differential leveling
 KF0518.and adjusted by the National Geodetic Survey in June 1991..
 KF0518.WARNING-Repeat measurements at this control monument indicate possible
 KF0518.vertical movement.
 KF0518
 KF0518.The geoid height was determined by GEOID03.
 KF0518
 KF0518.The dynamic height is computed by dividing the NAVD 88
 KF0518.geopotential number by the normal gravity value computed on the
 KF0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0518.degrees latitude (g = 980.6199 gals.).
 KF0518
 KF0518.The modeled gravity was interpolated from observed gravity values.
 KF0518
 KF0518;                    North         East    Units  Estimated Accuracy
 KF0518;SPC KS N     -    75,270.      406,230.      MT  (+/- 180 meters Scaled)
 KF0518
 KF0518                          SUPERSEDED SURVEY CONTROL
 KF0518
 KF0518  NGVD 29 (??/??/92)  398.126  (m)         1306.19   (f) ADJ UNCH    2 0
 KF0518
 KF0518.Superseded values are not recommended for survey control.
 KF0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0518.See file dsdata.txt to determine how the superseded data were derived.
 KF0518
 KF0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ928185(NAD 83)
 KF0518_MARKER: Z = SEE DESCRIPTION
 KF0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0518_STAMPING: D 173 1934
 KF0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0518+STABILITY: SURFACE MOTION
 KF0518
 KF0518  HISTORY     - Date     Condition        Report By
 KF0518  HISTORY     - 1934     MONUMENTED       CGS
 KF0518  HISTORY     - 1960     GOOD             NGS
 KF0518
 KF0518                          STATION DESCRIPTION
 KF0518
 KF0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KF0518'2.7 MI E FROM BEVERLY.
 KF0518'2.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0518'AT BEVERLY, LINCOLN COUNTY, AT THE LINCOLN-OTTAWA COUNTY LINE,
 KF0518'AT A ROAD CROSSING, 50 FEET EAST OF CENTERLINE OF ROAD, 43 FEET
 KF0518'NORTH OF THE NORTH RAIL, SET IN TOP OF A SQUARE CONCRETE POST
 KF0518'FLUSH WITH THE GROUND AND ABOUT 3 1/2 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0251 ***********************************************************************
 HE0251  DESIGNATION -  D 18
 HE0251  PID         -  HE0251
 HE0251  STATE/COUNTY-  KS/CHEROKEE
 HE0251  USGS QUAD   -  HALLOWELL (1974)
 HE0251
 HE0251                         *CURRENT SURVEY CONTROL
 HE0251  ___________________________________________________________________
 HE0251* NAD 83(1986)-  37 10 45.     (N)    094 57 33.     (W)     SCALED    
 HE0251* NAVD 88     -       257.447  (meters)     844.64   (feet)  ADJUSTED  
 HE0251  ___________________________________________________________________
 HE0251  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HE0251  DYNAMIC HT  -         257.242 (meters)     843.97  (feet)  COMP
 HE0251  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 HE0251
 HE0251  VERT ORDER  -  FIRST     CLASS II
 HE0251
 HE0251.The horizontal coordinates were scaled from a topographic map and have
 HE0251.an estimated accuracy of +/- 6 seconds.
 HE0251
 HE0251.The orthometric height was determined by differential leveling
 HE0251.and adjusted by the National Geodetic Survey in June 1991..
 HE0251
 HE0251.The geoid height was determined by GEOID03.
 HE0251
 HE0251.The dynamic height is computed by dividing the NAVD 88
 HE0251.geopotential number by the normal gravity value computed on the
 HE0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0251.degrees latitude (g = 980.6199 gals.).
 HE0251
 HE0251.The modeled gravity was interpolated from observed gravity values.
 HE0251
 HE0251;                    North         East    Units  Estimated Accuracy
 HE0251;SPC KS S     -   462,850.      714,370.      MT  (+/- 180 meters Scaled)
 HE0251
 HE0251                          SUPERSEDED SURVEY CONTROL
 HE0251
 HE0251  NGVD 29 (??/??/92)  257.336  (m)          844.28   (f) ADJ UNCH    1 2
 HE0251
 HE0251.Superseded values are not recommended for survey control.
 HE0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0251.See file dsdata.txt to determine how the superseded data were derived.
 HE0251
 HE0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB260165(NAD 83)
 HE0251_MARKER: DB = BENCH MARK DISK
 HE0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0251_STAMPING: D 18 1933
 HE0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0251+STABILITY: SURFACE MOTION
 HE0251
 HE0251  HISTORY     - Date     Condition        Report By
 HE0251  HISTORY     - 1933     MONUMENTED       CGS
 HE0251  HISTORY     - 1944     MARK NOT FOUND   NGS
 HE0251
 HE0251                          STATION DESCRIPTION
 HE0251
 HE0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0251'2.5 MI E FROM HALLOWELL.
 HE0251'2.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0251'HALLOWELL, CHEROKEE COUNTY, 9 POLES WEST OF MILEPOST 350, 50
 HE0251'FEET EAST OF A GRADE CROSSING, AND 50 FEET NORTH OF THE TRACK.
 HE0251'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY
 HE0251'UNDER WATER AND THE ROAD CROSSING MENTIONED IN THE DESCRIPTION
 HE0251'NO LONGER USED.
 HE0251
 HE0251                          STATION RECOVERY (1944)
 HE0251
 HE0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HE0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0769 ***********************************************************************
 KF0769  DESIGNATION -  D 18 10 8 E
 KF0769  PID         -  KF0769
 KF0769  STATE/COUNTY-  KS/RILEY
 KF0769  USGS QUAD   -  MANHATTAN (1991)
 KF0769
 KF0769                         *CURRENT SURVEY CONTROL
 KF0769  ___________________________________________________________________
 KF0769* NAD 83(1986)-  39 10 46.     (N)    096 33 48.     (W)     SCALED    
 KF0769* NAVD 88     -       310.689  (meters)    1019.32   (feet)  ADJUSTED  
 KF0769  ___________________________________________________________________
 KF0769  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 KF0769  DYNAMIC HT  -         310.483 (meters)    1018.64  (feet)  COMP
 KF0769  MODELED GRAV-     979,956.5   (mgal)                       NAVD 88
 KF0769
 KF0769  VERT ORDER  -  FIRST     CLASS II
 KF0769
 KF0769.The horizontal coordinates were scaled from a topographic map and have
 KF0769.an estimated accuracy of +/- 6 seconds.
 KF0769
 KF0769.The orthometric height was determined by differential leveling
 KF0769.and adjusted by the National Geodetic Survey in June 1991..
 KF0769
 KF0769.The geoid height was determined by GEOID03.
 KF0769
 KF0769.The dynamic height is computed by dividing the NAVD 88
 KF0769.geopotential number by the normal gravity value computed on the
 KF0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0769.degrees latitude (g = 980.6199 gals.).
 KF0769
 KF0769.The modeled gravity was interpolated from observed gravity values.
 KF0769
 KF0769;                    North         East    Units  Estimated Accuracy
 KF0769;SPC KS N     -    94,910.      524,130.      MT  (+/- 180 meters Scaled)
 KF0769
 KF0769                          SUPERSEDED SURVEY CONTROL
 KF0769
 KF0769.No superseded survey control is available for this station.
 KF0769
 KF0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ104395(NAD 83)
 KF0769_MARKER: DD = SURVEY DISK
 KF0769_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KF0769_SP_SET: FOUNDATION WALL
 KF0769_STAMPING: D 18.10.8E KGS 1934
 KF0769_MARK LOGO: KSGS  
 KF0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0769+STABILITY: POSITION/ELEVATION WELL
 KF0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KF0769+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 KF0769
 KF0769  HISTORY     - Date     Condition        Report By
 KF0769  HISTORY     - 1934     MONUMENTED       KSGS
 KF0769  HISTORY     - 1986     GOOD             NGS
 KF0769  HISTORY     - 20050204 GOOD             GEOCAC
 KF0769
 KF0769                          STATION DESCRIPTION
 KF0769
 KF0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0769'IN MANHATTAN.
 KF0769'IN MANHATTAN, AT THE JUNCTION OF POYNTZ AVENUE AND NORTH 5TH STREET,
 KF0769'SET VERTICALLY IN THE SOUTH FACE OF THE FOUNDATION WALL OF THE
 KF0769'COURTHOUSE, 33.1 M (108.6 FT) NORTH OF THE CENTERLINE OF THE AVENUE,
 KF0769'22.0 M (72.2 FT) EAST OF THE EXTENDED CENTER OF THE STREET, AND 0.3 M
 KF0769'(1.0 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 KF0769'THE MARK IS 0.9 M ABOVE A SIDEWALK.
 KF0769
 KF0769                          STATION RECOVERY (2005)
 KF0769
 KF0769'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0513 ***********************************************************************
 HG0513  DESIGNATION -  D 180 RESET
 HG0513  PID         -  HG0513
 HG0513  STATE/COUNTY-  KS/CLARK
 HG0513  USGS QUAD   -  ENGLEWOOD (1972)
 HG0513
 HG0513                         *CURRENT SURVEY CONTROL
 HG0513  ___________________________________________________________________
 HG0513* NAD 83(1986)-  37 04 42.     (N)    099 58 48.     (W)     SCALED    
 HG0513* NAVD 88     -       610.16   (meters)    2001.8    (feet)  RESET     
 HG0513  ___________________________________________________________________
 HG0513  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 HG0513
 HG0513  VERT ORDER  -  THIRD
 HG0513
 HG0513.The horizontal coordinates were scaled from a topographic map and have
 HG0513.an estimated accuracy of +/- 6 seconds.
 HG0513
 HG0513.The orthometric height was computed from unverified reset data.
 HG0513
 HG0513.The geoid height was determined by GEOID03.
 HG0513
 HG0513;                    North         East    Units  Estimated Accuracy
 HG0513;SPC KS S     -   446,730.      268,400.      MT  (+/- 180 meters Scaled)
 HG0513
 HG0513                          SUPERSEDED SURVEY CONTROL
 HG0513
 HG0513.No superseded survey control is available for this station.
 HG0513
 HG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG128040(NAD 83)
 HG0513_MARKER: DB = BENCH MARK DISK
 HG0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0513_STAMPING: D 180 RESET 1963
 HG0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0513+STABILITY: SURFACE MOTION
 HG0513
 HG0513  HISTORY     - Date     Condition        Report By
 HG0513  HISTORY     - 1963     MONUMENTED       KSHC
 HG0513
 HG0513                          STATION DESCRIPTION
 HG0513
 HG0513'DESCRIBED BY KS HIGHWAY COMM 1963
 HG0513'3.4 MI N FROM ENGLEWOOD.
 HG0513'3.4 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE ATCHISON, TOPEKA,
 HG0513'AND SANTA FE RAILWAY STATION AT ENGLEWOOD, CLARK COUNTY, 112.70
 HG0513'FEET WEST OF THE CENTERLINE STATION 196+29.3 ON PROJECT
 HG0513'283-13-F021-1 (9) AND 68.3 FEET NORTH OF THE CENTERLINE OF A
 HG0513'SECTION LINE ROAD, IN A N-S FENCE, AND SET IN THE TOP OF A
 HG0513'RECTANGULAR CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0450 ***********************************************************************
 HG0450  DESIGNATION -  D 181
 HG0450  PID         -  HG0450
 HG0450  STATE/COUNTY-  KS/COMANCHE
 HG0450  USGS QUAD   -  COLDWATER (1979)
 HG0450
 HG0450                         *CURRENT SURVEY CONTROL
 HG0450  ___________________________________________________________________
 HG0450* NAD 83(1986)-  37 18 40.     (N)    099 19 41.     (W)     SCALED    
 HG0450* NAVD 88     -       648.018  (meters)    2126.04   (feet)  ADJUSTED  
 HG0450  ___________________________________________________________________
 HG0450  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 HG0450  DYNAMIC HT  -         647.444 (meters)    2124.16  (feet)  COMP
 HG0450  MODELED GRAV-     979,723.3   (mgal)                       NAVD 88
 HG0450
 HG0450  VERT ORDER  -  SECOND    CLASS 0
 HG0450
 HG0450.The horizontal coordinates were scaled from a topographic map and have
 HG0450.an estimated accuracy of +/- 6 seconds.
 HG0450
 HG0450.The orthometric height was determined by differential leveling
 HG0450.and adjusted by the National Geodetic Survey in June 1991..
 HG0450
 HG0450.The geoid height was determined by GEOID03.
 HG0450
 HG0450.The dynamic height is computed by dividing the NAVD 88
 HG0450.geopotential number by the normal gravity value computed on the
 HG0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0450.degrees latitude (g = 980.6199 gals.).
 HG0450
 HG0450.The modeled gravity was interpolated from observed gravity values.
 HG0450
 HG0450;                    North         East    Units  Estimated Accuracy
 HG0450;SPC KS S     -   471,850.      326,600.      MT  (+/- 180 meters Scaled)
 HG0450
 HG0450                          SUPERSEDED SURVEY CONTROL
 HG0450
 HG0450  NGVD 29 (??/??/92)  647.736  (m)         2125.11   (f) ADJ UNCH    2 0
 HG0450
 HG0450.Superseded values are not recommended for survey control.
 HG0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0450.See file dsdata.txt to determine how the superseded data were derived.
 HG0450
 HG0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG709294(NAD 83)
 HG0450_MARKER: DB = BENCH MARK DISK
 HG0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0450_STAMPING: D-181 1934
 HG0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0450+STABILITY: SURFACE MOTION
 HG0450
 HG0450  HISTORY     - Date     Condition        Report By
 HG0450  HISTORY     - 1934     MONUMENTED       CGS
 HG0450  HISTORY     - 1973     MARK NOT FOUND   USGS
 HG0450
 HG0450                          STATION DESCRIPTION
 HG0450
 HG0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0450'3 MI N FROM COLDWATER.
 HG0450'3.0 MILES NORTH OF COLDWATER A.T. AND SF. RR. STATION 105 FEET
 HG0450'NORTHEAST OF CONCRETE BRIDGE ON SECTION LINE ROAD, 60 FEET NORTH
 HG0450'OF CENTER LINE OF IMPROVED SECTION LINE ROAD TO EAST 45 FEET
 HG0450'WEST OF CENTER LINE OF STATE HIGHWAY 1.  NOTE-- DESCRIPTION PUTS
 HG0450'BENCH MARK IN A CULTIVATED FIELD, MAY HAVE BEEN DESTROYED BY
 HG0450'FARM MACHINERY.
 HG0450
 HG0450                          STATION RECOVERY (1973)
 HG0450
 HG0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HG0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0505 ***********************************************************************
 HG0505  DESIGNATION -  D 182
 HG0505  PID         -  HG0505
 HG0505  STATE/COUNTY-  KS/CLARK
 HG0505  USGS QUAD   -  SUGARLOAF (1979)
 HG0505
 HG0505                         *CURRENT SURVEY CONTROL
 HG0505  ___________________________________________________________________
 HG0505* NAD 83(1986)-  37 10 27.     (N)    099 36 55.     (W)     SCALED    
 HG0505* NAVD 88     -       591.874  (meters)    1941.84   (feet)  ADJUSTED  
 HG0505  ___________________________________________________________________
 HG0505  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 HG0505  DYNAMIC HT  -         591.346 (meters)    1940.11  (feet)  COMP
 HG0505  MODELED GRAV-     979,720.7   (mgal)                       NAVD 88
 HG0505
 HG0505  VERT ORDER  -  SECOND    CLASS 0
 HG0505
 HG0505.The horizontal coordinates were scaled from a topographic map and have
 HG0505.an estimated accuracy of +/- 6 seconds.
 HG0505
 HG0505.The orthometric height was determined by differential leveling
 HG0505.and adjusted by the National Geodetic Survey in June 1991..
 HG0505
 HG0505.The geoid height was determined by GEOID03.
 HG0505
 HG0505.The dynamic height is computed by dividing the NAVD 88
 HG0505.geopotential number by the normal gravity value computed on the
 HG0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0505.degrees latitude (g = 980.6199 gals.).
 HG0505
 HG0505.The modeled gravity was interpolated from observed gravity values.
 HG0505
 HG0505;                    North         East    Units  Estimated Accuracy
 HG0505;SPC KS S     -   456,920.      300,960.      MT  (+/- 180 meters Scaled)
 HG0505
 HG0505                          SUPERSEDED SURVEY CONTROL
 HG0505
 HG0505  NGVD 29 (??/??/92)  591.602  (m)         1940.95   (f) ADJ UNCH    2 0
 HG0505
 HG0505.Superseded values are not recommended for survey control.
 HG0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0505.See file dsdata.txt to determine how the superseded data were derived.
 HG0505
 HG0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG453143(NAD 83)
 HG0505_MARKER: DB = BENCH MARK DISK
 HG0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0505_STAMPING: D-182 1934
 HG0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0505+STABILITY: SURFACE MOTION
 HG0505
 HG0505  HISTORY     - Date     Condition        Report By
 HG0505  HISTORY     - 1934     MONUMENTED       CGS
 HG0505  HISTORY     - 1975     GOOD             USGS
 HG0505  HISTORY     - 1975     GOOD             USGS
 HG0505
 HG0505                          STATION DESCRIPTION
 HG0505
 HG0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0505'2.2 MI NE FROM SITKA.
 HG0505'2.2 MILES NORTHEAST OF SITKA A.T. AND SF. RR. STATION 105 FEET
 HG0505'NORTHEAST OF 18TH POLE EAST OF MILEPOST 143, 50 FEET NORTH OF
 HG0505'NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 8 FEET SOUTH
 HG0505'OF FENCE LINE.
 HG0505
 HG0505                          STATION RECOVERY (1975)
 HG0505
 HG0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HG0505'SITKA 2.2 MILES EAST OF, T 33 S. R 21 W, IN THE NW 1/4 OF SECTION 16,
 HG0505'ABOUT 1200 FEET SOUTH OF AN E W SECTION LINE ROAD. AT AN N-S FENCE
 HG0505'CROSSING, 60 FEET EAST, 8 FEET SOUTH ALONG THE NORTH RIGHT OF WAS
 HG0505'FENCE FROM THE FENCE CORNER ON THE NORTH SIDE OF THE TRACK. 8 FEET
 HG0505'SOUTH OF AN WITNESS SIGN, IN A CONCRETE POST PROJECTING ABOUT 0.4
 HG0505'FEET A STD. DISK STAMPED D 182 1934.
 HG0505
 HG0505                          STATION RECOVERY (1975)
 HG0505
 HG0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HG0505'SITKA 2.2 MILES EAST OF, T 33 S. R 21 W, IN THE NW 1/4 OF SECTION 16,
 HG0505'ABOUT 1200 FEET SOUTH OF AN E W SECTION LINE ROAD. AT AN N-S FENCE
 HG0505'CROSSING, 60 FEET EAST, 8 FEET SOUTH ALONG THE NORTH RIGHT OF WAS
 HG0505'FENCE FROM THE FENCE CORNER ON THE NORTH SIDE OF THE TRACK. 8 FEET
 HG0505'SOUTH OF AN WITNESS SIGN, IN A CONCRETE POST PROJECTING ABOUT 0.4
 HG0505'FEET A STD. DISK STAMPED D 182 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0243 ***********************************************************************
 HG0243  DESIGNATION -  D 183
 HG0243  PID         -  HG0243
 HG0243  STATE/COUNTY-  KS/BARBER
 HG0243  USGS QUAD   -  SUN CITY (1968)
 HG0243
 HG0243                         *CURRENT SURVEY CONTROL
 HG0243  ___________________________________________________________________
 HG0243* NAD 83(1986)-  37 23 53.     (N)    098 56 41.     (W)     SCALED    
 HG0243* NAVD 88     -       518.783  (meters)    1702.04   (feet)  ADJUSTED  
 HG0243  ___________________________________________________________________
 HG0243  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 HG0243  DYNAMIC HT  -         518.337 (meters)    1700.58  (feet)  COMP
 HG0243  MODELED GRAV-     979,753.7   (mgal)                       NAVD 88
 HG0243
 HG0243  VERT ORDER  -  SECOND    CLASS 0
 HG0243
 HG0243.The horizontal coordinates were scaled from a topographic map and have
 HG0243.an estimated accuracy of +/- 6 seconds.
 HG0243
 HG0243.The orthometric height was determined by differential leveling
 HG0243.and adjusted by the National Geodetic Survey in June 1991..
 HG0243
 HG0243.The geoid height was determined by GEOID03.
 HG0243
 HG0243.The dynamic height is computed by dividing the NAVD 88
 HG0243.geopotential number by the normal gravity value computed on the
 HG0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0243.degrees latitude (g = 980.6199 gals.).
 HG0243
 HG0243.The modeled gravity was interpolated from observed gravity values.
 HG0243
 HG0243;                    North         East    Units  Estimated Accuracy
 HG0243;SPC KS S     -   481,270.      360,620.      MT  (+/- 180 meters Scaled)
 HG0243
 HG0243                          SUPERSEDED SURVEY CONTROL
 HG0243
 HG0243  NGVD 29 (??/??/92)  518.544  (m)         1701.26   (f) ADJ UNCH    2 0
 HG0243
 HG0243.Superseded values are not recommended for survey control.
 HG0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0243.See file dsdata.txt to determine how the superseded data were derived.
 HG0243
 HG0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG048390(NAD 83)
 HG0243_MARKER: DB = BENCH MARK DISK
 HG0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0243_STAMPING: D 183 1934
 HG0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0243+STABILITY: SURFACE MOTION
 HG0243
 HG0243  HISTORY     - Date     Condition        Report By
 HG0243  HISTORY     - 1934     MONUMENTED       CGS
 HG0243  HISTORY     - 1940     GOOD             NGS
 HG0243
 HG0243                          STATION DESCRIPTION
 HG0243
 HG0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0243'2.2 MI NW FROM SUN CITY.
 HG0243'2.2 MILES NORTHWEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0243'TOPEKA, AND SANTA FE RR.  0.4 MILE EAST OF MILE POST NO. 42.
 HG0243'42 FEET SOUTH OF THE NEAREST RAIL.  36 FEET EAST OF GATE FOR
 HG0243'ROAD TO FARM HOUSE.  3.0 FEET EAST OF 4X4 INCH WOODEN POST
 HG0243'PAINTED WHITE PROJECTING 2.0 FEET.  STD. DISK BM IN CONCRETE
 HG0243'POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0277 ***********************************************************************
 HG0277  FBN         -  This is a Federal Base Network Control Station.
 HG0277  DESIGNATION -  D 184
 HG0277  PID         -  HG0277
 HG0277  STATE/COUNTY-  KS/BARBER
 HG0277  USGS QUAD   -  STUBBS (1973)
 HG0277
 HG0277                         *CURRENT SURVEY CONTROL
 HG0277  ___________________________________________________________________
 HG0277* NAD 83(1997)-  37 05 40.16708(N)    098 31 51.59902(W)     ADJUSTED  
 HG0277* NAVD 88     -       417.986  (meters)    1371.34   (feet)  ADJUSTED  
 HG0277  ___________________________________________________________________
 HG0277  X           -    -755,664.799 (meters)                     COMP
 HG0277  Y           -  -5,037,625.012 (meters)                     COMP
 HG0277  Z           -   3,825,997.861 (meters)                     COMP
 HG0277  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HG0277  ELLIP HEIGHT-         389.72  (meters)          (08/12/03) GPS OBS
 HG0277  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HG0277  DYNAMIC HT  -         417.627 (meters)    1370.16  (feet)  COMP
 HG0277  MODELED GRAV-     979,760.7   (mgal)                       NAVD 88
 HG0277
 HG0277  HORZ ORDER  -  B
 HG0277  VERT ORDER  -  SECOND    CLASS 0
 HG0277  ELLP ORDER  -  FOURTH    CLASS I
 HG0277
 HG0277.The horizontal coordinates were established by GPS observations
 HG0277.and adjusted by the National Geodetic Survey in December 1997..
 HG0277
 HG0277.The orthometric height was determined by differential leveling
 HG0277.and adjusted by the National Geodetic Survey in June 1991..
 HG0277
 HG0277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG0277
 HG0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0277
 HG0277.The ellipsoidal height was determined by GPS observations
 HG0277.and is referenced to NAD 83.
 HG0277
 HG0277.The geoid height was determined by GEOID03.
 HG0277
 HG0277.The dynamic height is computed by dividing the NAVD 88
 HG0277.geopotential number by the normal gravity value computed on the
 HG0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0277.degrees latitude (g = 980.6199 gals.).
 HG0277
 HG0277.The modeled gravity was interpolated from observed gravity values.
 HG0277
 HG0277;                    North         East     Units Scale Factor Converg.
 HG0277;SPC KS S     -   447,483.196   397,243.975   MT  1.00003830   -0 01 08.6
 HG0277;UTM  14      - 4,105,457.516   541,678.233   MT  0.99962140   +0 16 58.3
 HG0277
 HG0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0277!SPC KS S     -   0.99993884  x   1.00003830  =   0.99997714
 HG0277!UTM  14      -   0.99993884  x   0.99962140  =   0.99956027
 HG0277
 HG0277                          SUPERSEDED SURVEY CONTROL
 HG0277
 HG0277  ELLIP H (12/22/97)  389.76   (m)                       GP(       ) 4 1
 HG0277  NAVD 88 (12/22/97)  417.99   (m)         1371.4    (f) LEVELING    3  
 HG0277  NGVD 29 (??/??/92)  417.798  (m)         1370.73   (f) ADJ UNCH    2 0
 HG0277
 HG0277.Superseded values are not recommended for survey control.
 HG0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0277.See file dsdata.txt to determine how the superseded data were derived.
 HG0277
 HG0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG4167805458(NAD 83)
 HG0277_MARKER: DB = BENCH MARK DISK
 HG0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0277_STAMPING: D 184 1934
 HG0277_MARK LOGO: CGS   
 HG0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0277+STABILITY: SURFACE MOTION
 HG0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0277+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 HG0277
 HG0277  HISTORY     - Date     Condition        Report By
 HG0277  HISTORY     - 1934     MONUMENTED       CGS
 HG0277  HISTORY     - 19970311 GOOD             NGS
 HG0277  HISTORY     - 20020815 GOOD             NGS
 HG0277
 HG0277                          STATION DESCRIPTION
 HG0277
 HG0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0277'7.5 MI NW FROM KIOWA.
 HG0277'7.5 MILES NORTHWEST OF KIOWA A.T. AND S.F. RR. STATION, 39 FEET
 HG0277'EAST OF CENTER LINE OF KANSAS STATE HIGHWAY 8.  33 FEET NORTH
 HG0277'OF CENTER LINE OF SECTION LINE ROAD, AND INSIDE OF SECTION LINE
 HG0277'FENCE CORNER.
 HG0277
 HG0277                          STATION RECOVERY (1997)
 HG0277
 HG0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HG0277'THE STATION IS LOCATED ABOUT 11.2 KM (6.95 MI) NORTH-NORTHWEST OF
 HG0277'KIOWA, 4.0 KM (2.50 MI) EAST OF U.S. HIGHWAY 281, IN THE NORTHEAST
 HG0277'QUADRANT OF THE JUNCTION OF AN EAST-WEST COUNTY ROAD (AA 54) AND A
 HG0277'NORTH-SOUTH COUNTY ROAD (FF 54) (BOTH DIRT), IN THE GRASS JUST WEST OF
 HG0277'THE SOUTHWEST RIGHT-OF-WAY FENCE CORNER POST.  OWNERSHIP--STATE OF
 HG0277'KANSAS.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2
 HG0277'AND 8 NEAR THE WEST EDGE OF KIOWA, GO WEST FOR 4.0 KM (2.50 MI) ON
 HG0277'HIGHWAY 2 TO A COUNTY DIRT ROAD (FF 54) ON THE RIGHT.  TURN RIGHT,
 HG0277'NORTH FOR 8.2 KM (5.10 MI) ON THE DIRT ROAD TO THE JUNCTION OF A
 HG0277'COUNTY DIRT ROAD (AA 54) AND THE STATION ON RIGHT.  STATION IS 9.7 M
 HG0277'(31.8 FT) EAST OF THE CENTER OF COUNTY ROAD FF 54, 6.2 M (20.3 FT)
 HG0277'NORTH OF THE CENTER OF COUNTY ROAD AA 54, 5.9 M (19.4 FT) SOUTH OF
 HG0277'UNDERGROUND TELEPHONE CABLE PEDESTAL L7 24-1, 1.2 M (3.9 FT) NORTHEAST
 HG0277'OF A METAL STREET SIGNPOST MARKED AA 54, 0.8 M (2.6 FT) WEST OF THE
 HG0277'SOUTHWEST RIGHT-OF-WAY FENCE CORNER POST, 0.7 M (2.3 FT) NORTH OF A
 HG0277'6-INCH BY 8-INCH WOODEN FENCE POST MARKED BM, 0.3 M (1.0 FT) NORTH OF
 HG0277'A WITNESS POST, ABOUT LEVEL WITH THE ROADS AND PROJECTING 10 CM ABOVE
 HG0277'GROUND.
 HG0277
 HG0277                          STATION RECOVERY (2002)
 HG0277
 HG0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 HG0277'RECOVERED AS DESCRIBED.
 HG0277'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0307 ***********************************************************************
 HG0307  DESIGNATION -  D 185
 HG0307  PID         -  HG0307
 HG0307  STATE/COUNTY-  KS/PRATT
 HG0307  USGS QUAD   -  PRATT SW (1968)
 HG0307
 HG0307                         *CURRENT SURVEY CONTROL
 HG0307  ___________________________________________________________________
 HG0307* NAD 83(1986)-  37 36 58.     (N)    098 44 21.     (W)     SCALED    
 HG0307* NAVD 88     -       581.720  (meters)    1908.53   (feet)  ADJUSTED  
 HG0307  ___________________________________________________________________
 HG0307  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 HG0307  DYNAMIC HT  -         581.230 (meters)    1906.92  (feet)  COMP
 HG0307  MODELED GRAV-     979,768.7   (mgal)                       NAVD 88
 HG0307
 HG0307  VERT ORDER  -  SECOND    CLASS 0
 HG0307
 HG0307.The horizontal coordinates were scaled from a topographic map and have
 HG0307.an estimated accuracy of +/- 6 seconds.
 HG0307
 HG0307.The orthometric height was determined by differential leveling
 HG0307.and adjusted by the National Geodetic Survey in June 1991..
 HG0307
 HG0307.The geoid height was determined by GEOID03.
 HG0307
 HG0307.The dynamic height is computed by dividing the NAVD 88
 HG0307.geopotential number by the normal gravity value computed on the
 HG0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0307.degrees latitude (g = 980.6199 gals.).
 HG0307
 HG0307.The modeled gravity was interpolated from observed gravity values.
 HG0307
 HG0307;                    North         East    Units  Estimated Accuracy
 HG0307;SPC KS S     -   505,400.      378,890.      MT  (+/- 180 meters Scaled)
 HG0307
 HG0307                          SUPERSEDED SURVEY CONTROL
 HG0307
 HG0307  NGVD 29 (??/??/92)  581.481  (m)         1907.74   (f) ADJ UNCH    2 0
 HG0307
 HG0307.Superseded values are not recommended for survey control.
 HG0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0307.See file dsdata.txt to determine how the superseded data were derived.
 HG0307
 HG0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG230632(NAD 83)
 HG0307_MARKER: DB = BENCH MARK DISK
 HG0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0307_STAMPING: D 185 1934
 HG0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0307+STABILITY: SURFACE MOTION
 HG0307
 HG0307  HISTORY     - Date     Condition        Report By
 HG0307  HISTORY     - 1934     MONUMENTED       CGS
 HG0307  HISTORY     - 1966     MARK NOT FOUND   USGS
 HG0307
 HG0307                          STATION DESCRIPTION
 HG0307
 HG0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0307'1.3 MI S FROM PRATT.
 HG0307'1.3 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE ATCHISON, TOPEKA
 HG0307'AND SANTA FE RAILWAY STATION AT PRATT, PRATT COUNTY, AT THE
 HG0307'INTERSECTION OF AN EAST-AND-WEST SECTION-LINE ROAD, 60 FEET
 HG0307'SOUTH OF THE CENTER LINE OF THE ROAD, AND 45 FEET EAST OF THE
 HG0307'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 185
 HG0307'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0307
 HG0307                          STATION RECOVERY (1966)
 HG0307
 HG0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HG0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0291 ***********************************************************************
 JH0291  DESIGNATION -  D 19
 JH0291  PID         -  JH0291
 JH0291  STATE/COUNTY-  KS/HAMILTON
 JH0291  USGS QUAD   -  TRIBUNE SE (1970)
 JH0291
 JH0291                         *CURRENT SURVEY CONTROL
 JH0291  ___________________________________________________________________
 JH0291* NAD 83(1986)-  38 15 44.     (N)    101 45 46.     (W)     SCALED    
 JH0291* NAVD 88     -      1097.464  (meters)    3600.60   (feet)  ADJUSTED  
 JH0291  ___________________________________________________________________
 JH0291  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 JH0291  DYNAMIC HT  -        1096.452 (meters)    3597.28  (feet)  COMP
 JH0291  MODELED GRAV-     979,669.8   (mgal)                       NAVD 88
 JH0291
 JH0291  VERT ORDER  -  SECOND    CLASS 0
 JH0291
 JH0291.The horizontal coordinates were scaled from a topographic map and have
 JH0291.an estimated accuracy of +/- 6 seconds.
 JH0291
 JH0291.The orthometric height was determined by differential leveling
 JH0291.and adjusted by the National Geodetic Survey in June 1991..
 JH0291
 JH0291.The geoid height was determined by GEOID03.
 JH0291
 JH0291.The dynamic height is computed by dividing the NAVD 88
 JH0291.geopotential number by the normal gravity value computed on the
 JH0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0291.degrees latitude (g = 980.6199 gals.).
 JH0291
 JH0291.The modeled gravity was interpolated from observed gravity values.
 JH0291
 JH0291;                    North         East    Units  Estimated Accuracy
 JH0291;SPC KS S     -   582,080.      114,520.      MT  (+/- 180 meters Scaled)
 JH0291
 JH0291                          SUPERSEDED SURVEY CONTROL
 JH0291
 JH0291  NGVD 29 (??/??/92) 1097.018  (m)         3599.13   (f) ADJ UNCH    2 0
 JH0291
 JH0291.Superseded values are not recommended for survey control.
 JH0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0291.See file dsdata.txt to determine how the superseded data were derived.
 JH0291
 JH0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH582385(NAD 83)
 JH0291_MARKER: DB = BENCH MARK DISK
 JH0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0291_STAMPING: D 19 1934
 JH0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0291+STABILITY: SURFACE MOTION
 JH0291
 JH0291  HISTORY     - Date     Condition        Report By
 JH0291  HISTORY     - 1934     MONUMENTED       CGS
 JH0291
 JH0291                          STATION DESCRIPTION
 JH0291
 JH0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0291'15.2 MI S FROM TRIBUNE.
 JH0291'IN HAMILTON COUNTY, 15.2 MILES SOUTH ALONG STATE HIGHWAY 27 FROM
 JH0291'TRIBUNE, GREELEY COUNTY, AT THE NORTHEAST CORNER OF SECTION 1,
 JH0291'T 21 S, R 41 W, AT A ROAD INTERSECTION, 48 FEET WEST OF THE
 JH0291'CENTERLINE OF THE HIGHWAY, AND 25 FEET SOUTH OF THE CENTERLINE
 JH0291'OF THE EAST-AND-WEST ROAD ALONG THE SOUTH SIDE OF GREELEY COUNTY,
 JH0291'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0037 ***********************************************************************
 JH0037  DESIGNATION -  D 190
 JH0037  PID         -  JH0037
 JH0037  STATE/COUNTY-  KS/HODGEMAN
 JH0037  USGS QUAD   -  HORSE THIEF CANYON (1970)
 JH0037
 JH0037                         *CURRENT SURVEY CONTROL
 JH0037  ___________________________________________________________________
 JH0037* NAD 83(1986)-  38 04 24.     (N)    100 00 32.     (W)     SCALED    
 JH0037* NAVD 88     -       727.812  (meters)    2387.83   (feet)  ADJUSTED  
 JH0037  ___________________________________________________________________
 JH0037  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 JH0037  DYNAMIC HT  -         727.207 (meters)    2385.84  (feet)  COMP
 JH0037  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 JH0037
 JH0037  VERT ORDER  -  SECOND    CLASS 0
 JH0037
 JH0037.The horizontal coordinates were scaled from a topographic map and have
 JH0037.an estimated accuracy of +/- 6 seconds.
 JH0037
 JH0037.The orthometric height was determined by differential leveling
 JH0037.and adjusted by the National Geodetic Survey in June 1991..
 JH0037
 JH0037.The geoid height was determined by GEOID03.
 JH0037
 JH0037.The dynamic height is computed by dividing the NAVD 88
 JH0037.geopotential number by the normal gravity value computed on the
 JH0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0037.degrees latitude (g = 980.6199 gals.).
 JH0037
 JH0037.The modeled gravity was interpolated from observed gravity values.
 JH0037
 JH0037;                    North         East    Units  Estimated Accuracy
 JH0037;SPC KS S     -   557,190.      267,620.      MT  (+/- 180 meters Scaled)
 JH0037
 JH0037                          SUPERSEDED SURVEY CONTROL
 JH0037
 JH0037  NGVD 29 (??/??/92)  727.547  (m)         2386.96   (f) ADJ UNCH    2 0
 JH0037
 JH0037.Superseded values are not recommended for survey control.
 JH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0037.See file dsdata.txt to determine how the superseded data were derived.
 JH0037
 JH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH115144(NAD 83)
 JH0037_MARKER: DB = BENCH MARK DISK
 JH0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0037_STAMPING: D-190 1934
 JH0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0037+STABILITY: SURFACE MOTION
 JH0037
 JH0037  HISTORY     - Date     Condition        Report By
 JH0037  HISTORY     - 1934     MONUMENTED       CGS
 JH0037
 JH0037                          STATION DESCRIPTION
 JH0037
 JH0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0037'7.2 MI W FROM JETMORE.
 JH0037'7.2 MILES WEST OF COURTHOUSE, AT JETMORE 115 FEET NORTH OF
 JH0037'CENTERLINE OF U.S. HIGHWAY 50-N.  18 FEET EAST OF THE CENTERLINE
 JH0037'OF COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0408 ***********************************************************************
 JH0408  DESIGNATION -  D 191
 JH0408  PID         -  JH0408
 JH0408  STATE/COUNTY-  KS/FINNEY
 JH0408  USGS QUAD   -  WHITE WOMAN BOTTOMS (1976)
 JH0408
 JH0408                         *CURRENT SURVEY CONTROL
 JH0408  ___________________________________________________________________
 JH0408* NAD 83(1986)-  38 00 06.     (N)    100 48 53.     (W)     SCALED    
 JH0408* NAVD 88     -       872.531  (meters)    2862.63   (feet)  ADJUSTED  
 JH0408  ___________________________________________________________________
 JH0408  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 JH0408  DYNAMIC HT  -         871.756 (meters)    2860.09  (feet)  COMP
 JH0408  MODELED GRAV-     979,712.2   (mgal)                       NAVD 88
 JH0408
 JH0408  VERT ORDER  -  SECOND    CLASS 0
 JH0408
 JH0408.The horizontal coordinates were scaled from a topographic map and have
 JH0408.an estimated accuracy of +/- 6 seconds.
 JH0408
 JH0408.The orthometric height was determined by differential leveling
 JH0408.and adjusted by the National Geodetic Survey in June 1991..
 JH0408
 JH0408.The geoid height was determined by GEOID03.
 JH0408
 JH0408.The dynamic height is computed by dividing the NAVD 88
 JH0408.geopotential number by the normal gravity value computed on the
 JH0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0408.degrees latitude (g = 980.6199 gals.).
 JH0408
 JH0408.The modeled gravity was interpolated from observed gravity values.
 JH0408
 JH0408;                    North         East    Units  Estimated Accuracy
 JH0408;SPC KS S     -   550,690.      196,730.      MT  (+/- 180 meters Scaled)
 JH0408
 JH0408                          SUPERSEDED SURVEY CONTROL
 JH0408
 JH0408  NGVD 29 (??/??/92)  872.150  (m)         2861.38   (f) ADJ UNCH    2 0
 JH0408
 JH0408.Superseded values are not recommended for survey control.
 JH0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0408.See file dsdata.txt to determine how the superseded data were derived.
 JH0408
 JH0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH406075(NAD 83)
 JH0408_MARKER: DB = BENCH MARK DISK
 JH0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0408_STAMPING: D 191 1934
 JH0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0408+STABILITY: SURFACE MOTION
 JH0408
 JH0408  HISTORY     - Date     Condition        Report By
 JH0408  HISTORY     - 1934     MONUMENTED       CGS
 JH0408
 JH0408                          STATION DESCRIPTION
 JH0408
 JH0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0408'5 MI E FROM GARDEN CITY.
 JH0408'ABOUT 5.0 MILES EAST ALONG U.S. HIGHWAY 50 N FROM THE POST
 JH0408'OFFICE AT GARDEN CITY, FINNEY COUNTY, 25 FEET WEST OF A LARGE
 JH0408'IRRIGATION CANAL, AND 33 FEET EAST OF THE CENTER LINE OF THE
 JH0408'HIGHWAY.  A STANDARD DISK, STAMPED D 191 1934 AND SET IN
 JH0408'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0336 ***********************************************************************
 HG0336  DESIGNATION -  D 193
 HG0336  PID         -  HG0336
 HG0336  STATE/COUNTY-  KS/STAFFORD
 HG0336  USGS QUAD   -  SAINT JOHN SOUTH (1972)
 HG0336
 HG0336                         *CURRENT SURVEY CONTROL
 HG0336  ___________________________________________________________________
 HG0336* NAD 83(1986)-  37 58 23.     (N)    098 50 55.     (W)     SCALED    
 HG0336* NAVD 88     -       597.541  (meters)    1960.43   (feet)  ADJUSTED  
 HG0336  ___________________________________________________________________
 HG0336  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 HG0336  DYNAMIC HT  -         597.065 (meters)    1958.87  (feet)  COMP
 HG0336  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 HG0336
 HG0336  VERT ORDER  -  SECOND    CLASS 0
 HG0336
 HG0336.The horizontal coordinates were scaled from a topographic map and have
 HG0336.an estimated accuracy of +/- 6 seconds.
 HG0336
 HG0336.The orthometric height was determined by differential leveling
 HG0336.and adjusted by the National Geodetic Survey in June 1991..
 HG0336
 HG0336.The geoid height was determined by GEOID03.
 HG0336
 HG0336.The dynamic height is computed by dividing the NAVD 88
 HG0336.geopotential number by the normal gravity value computed on the
 HG0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0336.degrees latitude (g = 980.6199 gals.).
 HG0336
 HG0336.The modeled gravity was interpolated from observed gravity values.
 HG0336
 HG0336;                    North         East    Units  Estimated Accuracy
 HG0336;SPC KS S     -   545,050.      369,370.      MT  (+/- 180 meters Scaled)
 HG0336
 HG0336                          SUPERSEDED SURVEY CONTROL
 HG0336
 HG0336  NGVD 29 (??/??/92)  597.293  (m)         1959.62   (f) ADJ UNCH    2 0
 HG0336
 HG0336.Superseded values are not recommended for survey control.
 HG0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0336.See file dsdata.txt to determine how the superseded data were derived.
 HG0336
 HG0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH132028(NAD 83)
 HG0336_MARKER: DB = BENCH MARK DISK
 HG0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0336_STAMPING: D 193 1934
 HG0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0336+STABILITY: SURFACE MOTION
 HG0336
 HG0336  HISTORY     - Date     Condition        Report By
 HG0336  HISTORY     - 1934     MONUMENTED       CGS
 HG0336  HISTORY     - 1972     MARK NOT FOUND   USGS
 HG0336
 HG0336                          STATION DESCRIPTION
 HG0336
 HG0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0336'5.2 MI W FROM SAINT JOHN.
 HG0336'ABOUT 5.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0336'RAILWAY FROM THE STATION AT SAINT JOHN, STAFFORD COUNTY, 3 FEET
 HG0336'NORTH OF THE FIRST POLE WEST OF MILEPOST 271, 48 FEET SOUTH
 HG0336'OF THE CENTER LINE OF THE TRACK, AND 18 FEET NORTH OF A FENCE.
 HG0336'A STANDARD DISK, STAMPED D 193 1934 AND SET IN THE TOP OF A
 HG0336'CONCRETE POST.
 HG0336
 HG0336                          STATION RECOVERY (1972)
 HG0336
 HG0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HG0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0432 ***********************************************************************
 JG0432  DESIGNATION -  D 194
 JG0432  PID         -  JG0432
 JG0432  STATE/COUNTY-  KS/PAWNEE
 JG0432  USGS QUAD   -  GARFIELD (1972)
 JG0432
 JG0432                         *CURRENT SURVEY CONTROL
 JG0432  ___________________________________________________________________
 JG0432* NAD 83(1986)-  38 05 55.     (N)    099 12 33.     (W)     SCALED    
 JG0432* NAVD 88     -       625.906  (meters)    2053.49   (feet)  ADJUSTED  
 JG0432  ___________________________________________________________________
 JG0432  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0432  DYNAMIC HT  -         625.411 (meters)    2051.87  (feet)  COMP
 JG0432  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 JG0432
 JG0432  VERT ORDER  -  SECOND    CLASS 0
 JG0432
 JG0432.The horizontal coordinates were scaled from a topographic map and have
 JG0432.an estimated accuracy of +/- 6 seconds.
 JG0432
 JG0432.The orthometric height was determined by differential leveling
 JG0432.and adjusted by the National Geodetic Survey in June 1991..
 JG0432
 JG0432.The geoid height was determined by GEOID03.
 JG0432
 JG0432.The dynamic height is computed by dividing the NAVD 88
 JG0432.geopotential number by the normal gravity value computed on the
 JG0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0432.degrees latitude (g = 980.6199 gals.).
 JG0432
 JG0432.The modeled gravity was interpolated from observed gravity values.
 JG0432
 JG0432;                    North         East    Units  Estimated Accuracy
 JG0432;SPC KS S     -   559,160.      337,800.      MT  (+/- 180 meters Scaled)
 JG0432
 JG0432                          SUPERSEDED SURVEY CONTROL
 JG0432
 JG0432  NGVD 29 (??/??/92)  625.710  (m)         2052.85   (f) ADJ UNCH    2 0
 JG0432
 JG0432.Superseded values are not recommended for survey control.
 JG0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0432.See file dsdata.txt to determine how the superseded data were derived.
 JG0432
 JG0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH816167(NAD 83)
 JG0432_MARKER: DB = BENCH MARK DISK
 JG0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0432_STAMPING: D 194 1934
 JG0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0432+STABILITY: SURFACE MOTION
 JG0432
 JG0432  HISTORY     - Date     Condition        Report By
 JG0432  HISTORY     - 1934     MONUMENTED       CGS
 JG0432  HISTORY     - 1940     GOOD             NGS
 JG0432
 JG0432                          STATION DESCRIPTION
 JG0432
 JG0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0432'2.5 MI NE FROM GARFIELD.
 JG0432'2.5 MILES NORTHEAST ALONG RAILROAD FROM DEPOT.  ALONG RIGHT-OF-WAY
 JG0432'OF ATCHISON, TOPEKA, AND SANTA FE RR.  85 FEET NORTHWEST OF MILE
 JG0432'POST NO. 300.  72 FEET SOUTHEAST OF STATE HIGHWAY NO. 45.  40
 JG0432'FEET NORTHWEST OF CENTER LINE OF TRACK.  3.0 FEET SOUTH OF
 JG0432'4 X 4 INCH WHITE WOODEN POST PROJECTING 1.5 FOOT.  STD. DISK
 JG0432'BM IN 8 INCH SQUARE CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0294 ***********************************************************************
 JG0294  DESIGNATION -  D 195
 JG0294  PID         -  JG0294
 JG0294  STATE/COUNTY-  KS/RUSH
 JG0294  USGS QUAD   -  LA CROSSE (1983)
 JG0294
 JG0294                         *CURRENT SURVEY CONTROL
 JG0294  ___________________________________________________________________
 JG0294* NAD 83(1986)-  38 31 22.     (N)    099 15 49.     (W)     SCALED    
 JG0294* NAVD 88     -       620.489  (meters)    2035.72   (feet)  ADJUSTED  
 JG0294  ___________________________________________________________________
 JG0294  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0294  DYNAMIC HT  -         620.014 (meters)    2034.16  (feet)  COMP
 JG0294  MODELED GRAV-     979,842.6   (mgal)                       NAVD 88
 JG0294
 JG0294  VERT ORDER  -  SECOND    CLASS 0
 JG0294
 JG0294.The horizontal coordinates were scaled from a topographic map and have
 JG0294.an estimated accuracy of +/- 6 seconds.
 JG0294
 JG0294.The orthometric height was determined by differential leveling
 JG0294.and adjusted by the National Geodetic Survey in June 1991..
 JG0294
 JG0294.The geoid height was determined by GEOID03.
 JG0294
 JG0294.The dynamic height is computed by dividing the NAVD 88
 JG0294.geopotential number by the normal gravity value computed on the
 JG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0294.degrees latitude (g = 980.6199 gals.).
 JG0294
 JG0294.The modeled gravity was interpolated from observed gravity values.
 JG0294
 JG0294;                    North         East    Units  Estimated Accuracy
 JG0294;SPC KS S     -   606,280.      333,410.      MT  (+/- 180 meters Scaled)
 JG0294
 JG0294                          SUPERSEDED SURVEY CONTROL
 JG0294
 JG0294  NGVD 29 (??/??/92)  620.238  (m)         2034.90   (f) ADJ UNCH    2 0
 JG0294
 JG0294.Superseded values are not recommended for survey control.
 JG0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0294.See file dsdata.txt to determine how the superseded data were derived.
 JG0294
 JG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH770638(NAD 83)
 JG0294_MARKER: DB = BENCH MARK DISK
 JG0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0294_STAMPING: D 195 1934
 JG0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0294+STABILITY: SURFACE MOTION
 JG0294
 JG0294  HISTORY     - Date     Condition        Report By
 JG0294  HISTORY     - 1934     MONUMENTED       CGS
 JG0294  HISTORY     - 1940     GOOD             NGS
 JG0294  HISTORY     - 1966     POOR             USGS
 JG0294
 JG0294                          STATION DESCRIPTION
 JG0294
 JG0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0294'2.5 MI E FROM LA CROSSE.
 JG0294'ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  4 POLES
 JG0294'EAST OF MILEPOST 588.  53 FEET NORTH OF CENTER LINE OF THE TRACK.
 JG0294'28 FEET SOUTH OF CENTER LINE OF A DIRT COUNTY ROAD PARALLELING
 JG0294'THE TRACKS.  3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN POST PROJECTING
 JG0294'2 FEET.  STD. DISK B M ON TOP OF AN 8 INCH SQUARE CONCRETE
 JG0294'POST PROJECTING 3 INCHES.
 JG0294
 JG0294                          STATION RECOVERY (1966)
 JG0294
 JG0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JG0294'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0389 ***********************************************************************
 JG0389  DESIGNATION -  D 196
 JG0389  PID         -  JG0389
 JG0389  STATE/COUNTY-  KS/ELLIS
 JG0389  USGS QUAD   -  HAYS SOUTH (1983)
 JG0389
 JG0389                         *CURRENT SURVEY CONTROL
 JG0389  ___________________________________________________________________
 JG0389* NAD 83(1986)-  38 47 02.     (N)    099 20 09.     (W)     SCALED    
 JG0389* NAVD 88     -       620.264  (meters)    2034.98   (feet)  ADJUSTED  
 JG0389  ___________________________________________________________________
 JG0389  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 JG0389  DYNAMIC HT  -         619.799 (meters)    2033.46  (feet)  COMP
 JG0389  MODELED GRAV-     979,858.4   (mgal)                       NAVD 88
 JG0389
 JG0389  VERT ORDER  -  SECOND    CLASS 0
 JG0389
 JG0389.The horizontal coordinates were scaled from a topographic map and have
 JG0389.an estimated accuracy of +/- 6 seconds.
 JG0389
 JG0389.The orthometric height was determined by differential leveling
 JG0389.and adjusted by the National Geodetic Survey in June 1991..
 JG0389.WARNING-Repeat measurements at this control monument indicate possible
 JG0389.vertical movement.
 JG0389
 JG0389.The geoid height was determined by GEOID03.
 JG0389
 JG0389.The dynamic height is computed by dividing the NAVD 88
 JG0389.geopotential number by the normal gravity value computed on the
 JG0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0389.degrees latitude (g = 980.6199 gals.).
 JG0389
 JG0389.The modeled gravity was interpolated from observed gravity values.
 JG0389
 JG0389;                    North         East    Units  Estimated Accuracy
 JG0389;SPC KS N     -    50,870.      283,940.      MT  (+/- 180 meters Scaled)
 JG0389
 JG0389                          SUPERSEDED SURVEY CONTROL
 JG0389
 JG0389  NGVD 29 (??/??/92)  620.014  (m)         2034.16   (f) ADJ UNCH    2 0
 JG0389
 JG0389.Superseded values are not recommended for survey control.
 JG0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0389.See file dsdata.txt to determine how the superseded data were derived.
 JG0389
 JG0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH708928(NAD 83)
 JG0389_MARKER: DB = BENCH MARK DISK
 JG0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0389_STAMPING: D 196 1934
 JG0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0389+STABILITY: SURFACE MOTION
 JG0389
 JG0389  HISTORY     - Date     Condition        Report By
 JG0389  HISTORY     - 1934     MONUMENTED       CGS
 JG0389  HISTORY     - 1940     GOOD             NGS
 JG0389  HISTORY     - 1969     GOOD             NGS
 JG0389
 JG0389                          STATION DESCRIPTION
 JG0389
 JG0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0389'5.6 MI S FROM HAYS.
 JG0389'5.6 MILES SOUTH ALONG HIGHWAYS FROM THE WASHINGTON SCHOOL IN
 JG0389'HAYS.  TO REACH FROM THE WASHINGTON SCHOOL IN HAYS, PROCEED
 JG0389'SOUTHWARD ALONG HIGHWAYS U.S. NO. 183 AND STATE NO. 1, GO 5.6
 JG0389'MILES.  BENCH MAR IS 75 YARDS EAST OF A SCHOOL HOUSE.  62 FEET
 JG0389'EAST OF CENTER LINE OF THE HIGHWAY, 36 FEET NORTH OF CENTER
 JG0389'LINE OF A DIRT SECTION LINE ROAD.  10 FEET EAST OF A FENCE
 JG0389'CORNER.  3.0 FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN POST
 JG0389'PROJECTING 18 INCHES.  STD. DISK B M ON TOP OF AN 8 INCH
 JG0389'SQUARE CONCRETE POST PROJECTING 3 INCHES. NOTE-- OLD SCHOOLHOUSE
 JG0389'IS GONE, NEW HWY IS 3/4 FT E, 15 FT SE OF A CORNER FENCE POST,
 JG0389'2 FT N OF A WOODEN POST, AND 1 FT S OF A METAL WITNESS POST.
 JG0389
 JG0389                          STATION RECOVERY (1969)
 JG0389
 JG0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JG0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1103 ***********************************************************************
 JF1103  DESIGNATION -  D 197
 JF1103  PID         -  JF1103
 JF1103  STATE/COUNTY-  KS/ELLSWORTH
 JF1103  USGS QUAD   -  LANGLEY (1978)
 JF1103
 JF1103                         *CURRENT SURVEY CONTROL
 JF1103  ___________________________________________________________________
 JF1103* NAD 83(1986)-  38 32 39.     (N)    097 58 33.     (W)     SCALED    
 JF1103* NAVD 88     -       467.123  (meters)    1532.55   (feet)  ADJUSTED  
 JF1103  ___________________________________________________________________
 JF1103  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 JF1103  DYNAMIC HT  -         466.783 (meters)    1531.44  (feet)  COMP
 JF1103  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 JF1103
 JF1103  VERT ORDER  -  SECOND    CLASS 0
 JF1103
 JF1103.The horizontal coordinates were scaled from a topographic map and have
 JF1103.an estimated accuracy of +/- 6 seconds.
 JF1103
 JF1103.The orthometric height was determined by differential leveling
 JF1103.and adjusted by the National Geodetic Survey in June 1991..
 JF1103
 JF1103.The geoid height was determined by GEOID03.
 JF1103
 JF1103.The dynamic height is computed by dividing the NAVD 88
 JF1103.geopotential number by the normal gravity value computed on the
 JF1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1103.degrees latitude (g = 980.6199 gals.).
 JF1103
 JF1103.The modeled gravity was interpolated from observed gravity values.
 JF1103
 JF1103;                    North         East    Units  Estimated Accuracy
 JF1103;SPC KS N     -    23,410.      402,110.      MT  (+/- 180 meters Scaled)
 JF1103
 JF1103                          SUPERSEDED SURVEY CONTROL
 JF1103
 JF1103  NGVD 29 (??/??/92)  466.977  (m)         1532.07   (f) ADJ UNCH    2 0
 JF1103
 JF1103.Superseded values are not recommended for survey control.
 JF1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1103.See file dsdata.txt to determine how the superseded data were derived.
 JF1103
 JF1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH892666(NAD 83)
 JF1103_MARKER: DB = BENCH MARK DISK
 JF1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1103_STAMPING: D 197 1934
 JF1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1103+STABILITY: SURFACE MOTION
 JF1103
 JF1103  HISTORY     - Date     Condition        Report By
 JF1103  HISTORY     - 1934     MONUMENTED       CGS
 JF1103  HISTORY     - 1961     GOOD             NGS
 JF1103
 JF1103                          STATION DESCRIPTION
 JF1103
 JF1103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JF1103'15.9 MI E FROM FREDERICK.
 JF1103'IN ELLSWORTH COUNTY, 15.9 MILES EAST ALONG THE MISSOURI PACIFIC
 JF1103'RAILROAD FROM THE CROSSING OF THE ST. LOUIS SAN-FRANCISCO
 JF1103'RAILWAY AT FREDERICK-- RICO COUNTY, 12 FEET SOUTHWEST OF THE THIRD
 JF1103'POLE EAST OF MILE POST 514, 42 FEET EAST OF THE CENTER OF THE
 JF1103'TRACKS AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 JF1103'DISK STAMPED D 197 1934 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0142 ***********************************************************************
 JG0142  DESIGNATION -  D 198
 JG0142  PID         -  JG0142
 JG0142  STATE/COUNTY-  KS/RICE
 JG0142  USGS QUAD   -  LYONS NW (1970)
 JG0142
 JG0142                         *CURRENT SURVEY CONTROL
 JG0142  ___________________________________________________________________
 JG0142* NAD 83(1986)-  38 25 14.     (N)    098 12 37.     (W)     SCALED    
 JG0142* NAVD 88     -       523.406  (meters)    1717.21   (feet)  ADJUSTED  
 JG0142  ___________________________________________________________________
 JG0142  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 JG0142  DYNAMIC HT  -         523.015 (meters)    1715.92  (feet)  COMP
 JG0142  MODELED GRAV-     979,866.1   (mgal)                       NAVD 88
 JG0142
 JG0142  VERT ORDER  -  SECOND    CLASS 0
 JG0142
 JG0142.The horizontal coordinates were scaled from a topographic map and have
 JG0142.an estimated accuracy of +/- 6 seconds.
 JG0142
 JG0142.The orthometric height was determined by differential leveling
 JG0142.and adjusted by the National Geodetic Survey in June 1991..
 JG0142
 JG0142.The geoid height was determined by GEOID03.
 JG0142
 JG0142.The dynamic height is computed by dividing the NAVD 88
 JG0142.geopotential number by the normal gravity value computed on the
 JG0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0142.degrees latitude (g = 980.6199 gals.).
 JG0142
 JG0142.The modeled gravity was interpolated from observed gravity values.
 JG0142
 JG0142;                    North         East    Units  Estimated Accuracy
 JG0142;SPC KS S     -   594,700.      425,300.      MT  (+/- 180 meters Scaled)
 JG0142
 JG0142                          SUPERSEDED SURVEY CONTROL
 JG0142
 JG0142  NGVD 29 (??/??/92)  523.252  (m)         1716.70   (f) ADJ UNCH    2 0
 JG0142
 JG0142.Superseded values are not recommended for survey control.
 JG0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0142.See file dsdata.txt to determine how the superseded data were derived.
 JG0142
 JG0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH689527(NAD 83)
 JG0142_MARKER: DB = BENCH MARK DISK
 JG0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0142_STAMPING: D 198 1934
 JG0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0142+STABILITY: SURFACE MOTION
 JG0142
 JG0142  HISTORY     - Date     Condition        Report By
 JG0142  HISTORY     - 1934     MONUMENTED       CGS
 JG0142
 JG0142                          STATION DESCRIPTION
 JG0142
 JG0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0142'5.2 MI N FROM LYONS.
 JG0142'5.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 JG0142'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT LYONS, RICE
 JG0142'COUNTY, 40 YARDS SOUTH OF THE SIXTH POLE SOUTH OF MILEPOST 582,
 JG0142'48 FEET EAST OF THE CENTER LINE OF THE TRACK, 42 FEET NORTH OF
 JG0142'THE CENTER LINE OF AN EAST-AND-WEST SECTION-LINE ROAD, AND 4 FEET
 JG0142'NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED D 198 1934
 JG0142'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0902 ***********************************************************************
 JF0902  DESIGNATION -  D 199
 JF0902  PID         -  JF0902
 JF0902  STATE/COUNTY-  KS/RENO
 JF0902  USGS QUAD   -  HUTCHINSON (1978)
 JF0902
 JF0902                         *CURRENT SURVEY CONTROL
 JF0902  ___________________________________________________________________
 JF0902* NAD 83(1986)-  38 03 39.     (N)    097 55 47.     (W)     SCALED    
 JF0902* NAVD 88     -       468.819  (meters)    1538.12   (feet)  ADJUSTED  
 JF0902  ___________________________________________________________________
 JF0902  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF0902  DYNAMIC HT  -         468.456 (meters)    1536.93  (feet)  COMP
 JF0902  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 JF0902
 JF0902  VERT ORDER  -  FIRST     CLASS II
 JF0902
 JF0902.The horizontal coordinates were scaled from a topographic map and have
 JF0902.an estimated accuracy of +/- 6 seconds.
 JF0902
 JF0902.The orthometric height was determined by differential leveling
 JF0902.and adjusted by the National Geodetic Survey in June 1991..
 JF0902.WARNING-Repeat measurements at this control monument indicate possible
 JF0902.vertical movement.
 JF0902
 JF0902.The geoid height was determined by GEOID03.
 JF0902
 JF0902.The dynamic height is computed by dividing the NAVD 88
 JF0902.geopotential number by the normal gravity value computed on the
 JF0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0902.degrees latitude (g = 980.6199 gals.).
 JF0902
 JF0902.The modeled gravity was interpolated from observed gravity values.
 JF0902
 JF0902;                    North         East    Units  Estimated Accuracy
 JF0902;SPC KS S     -   554,890.      450,040.      MT  (+/- 180 meters Scaled)
 JF0902
 JF0902                          SUPERSEDED SURVEY CONTROL
 JF0902
 JF0902  NGVD 29 (??/??/92)  468.645  (m)         1537.55   (f) ADJ UNCH    1 2
 JF0902
 JF0902.Superseded values are not recommended for survey control.
 JF0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0902.See file dsdata.txt to determine how the superseded data were derived.
 JF0902
 JF0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH938131(NAD 83)
 JF0902_MARKER: DB = BENCH MARK DISK
 JF0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0902_SP_SET: CONCRETE POST
 JF0902_STAMPING: D 199 1934
 JF0902_MARK LOGO: CGS   
 JF0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0902+STABILITY: SURFACE MOTION
 JF0902
 JF0902  HISTORY     - Date     Condition        Report By
 JF0902  HISTORY     - 1934     MONUMENTED       CGS
 JF0902  HISTORY     - 1945     GOOD             NGS
 JF0902  HISTORY     - 1986     GOOD             NGS
 JF0902
 JF0902                          STATION DESCRIPTION
 JF0902
 JF0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF0902'AT HUTCHINSON.
 JF0902'ON LAWN AT HUTCHINSON HIGH SCHOOL.  111 FEET SOUTHEAST OF SOUTH
 JF0902'ENTRANCE OF BUILDING.  6 FEET SOUTHEAST OF FLAG POLE.  39 FEET
 JF0902'WEST OF CENTERLINE OF N. WALNUT STREET, 48 FEET NORTH OF CENTERLINE
 JF0902'OF 7TH AVENUE EAST.
 JF0902
 JF0902                          STATION RECOVERY (1945)
 JF0902
 JF0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 JF0902'RECOVERED IN GOOD CONDITION.
 JF0902
 JF0902                          STATION RECOVERY (1986)
 JF0902
 JF0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0557 ***********************************************************************
 JG0557  DESIGNATION -  D 20
 JG0557  PID         -  JG0557
 JG0557  STATE/COUNTY-  KS/NESS
 JG0557  USGS QUAD   -  RANSOM (1980)
 JG0557
 JG0557                         *CURRENT SURVEY CONTROL
 JG0557  ___________________________________________________________________
 JG0557* NAD 83(1986)-  38 38 03.     (N)    099 58 24.     (W)     SCALED    
 JG0557* NAVD 88     -       771.445  (meters)    2530.98   (feet)  ADJUSTED  
 JG0557  ___________________________________________________________________
 JG0557  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 JG0557  DYNAMIC HT  -         770.833 (meters)    2528.97  (feet)  COMP
 JG0557  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 JG0557
 JG0557  VERT ORDER  -  SECOND    CLASS 0
 JG0557
 JG0557.The horizontal coordinates were scaled from a topographic map and have
 JG0557.an estimated accuracy of +/- 6 seconds.
 JG0557
 JG0557.The orthometric height was determined by differential leveling
 JG0557.and adjusted by the National Geodetic Survey in June 1991..
 JG0557
 JG0557.The geoid height was determined by GEOID03.
 JG0557
 JG0557.The dynamic height is computed by dividing the NAVD 88
 JG0557.geopotential number by the normal gravity value computed on the
 JG0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0557.degrees latitude (g = 980.6199 gals.).
 JG0557
 JG0557.The modeled gravity was interpolated from observed gravity values.
 JG0557
 JG0557;                    North         East    Units  Estimated Accuracy
 JG0557;SPC KS S     -   619,390.      271,720.      MT  (+/- 180 meters Scaled)
 JG0557
 JG0557                          SUPERSEDED SURVEY CONTROL
 JG0557
 JG0557  NGVD 29 (??/??/92)  771.145  (m)         2530.00   (f) ADJ UNCH    2 0
 JG0557
 JG0557.Superseded values are not recommended for survey control.
 JG0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0557.See file dsdata.txt to determine how the superseded data were derived.
 JG0557
 JG0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH152766(NAD 83)
 JG0557_MARKER: DB = BENCH MARK DISK
 JG0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0557_STAMPING: D-20 1934
 JG0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0557+STABILITY: SURFACE MOTION
 JG0557
 JG0557  HISTORY     - Date     Condition        Report By
 JG0557  HISTORY     - 1934     MONUMENTED       CGS
 JG0557  HISTORY     - 1973     GOOD             USGS
 JG0557
 JG0557                          STATION DESCRIPTION
 JG0557
 JG0557'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JG0557'2.2 MI W FROM RANSOM.
 JG0557'RANSOM, ABOUT 2.25 MI. W. OF, NEAR 1/4 COR. BETWEEN SEC. 27 AND
 JG0557'28, T. 16 S., R. 24 W., 71 FT. N. AND 27 FT. W. OF JCT. OF S.H.
 JG0557'4 (E-W), AND N-S. CO. RD., 42 FT. S. AND 27 FT. W. OF JCT. OF
 JG0557'N-S CO. RD. AND E-W. R.R. X-ING, 1.0 FT. S. OF METAL WITNESS
 JG0557'POST, A STANDARD USC AND GS TABLET SET IN TOP OF CONC. POST,
 JG0557'FLUSH WITH GROUND, STAMPED D-20 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0104 ***********************************************************************
 HH0104  DESIGNATION -  D 21
 HH0104  PID         -  HH0104
 HH0104  STATE/COUNTY-  KS/SEWARD
 HH0104  USGS QUAD   -  LIBERAL (1983)
 HH0104
 HH0104                         *CURRENT SURVEY CONTROL
 HH0104  ___________________________________________________________________
 HH0104* NAD 83(1986)-  37 02 16.     (N)    100 55 23.     (W)     SCALED    
 HH0104* NAVD 88     -       866.663  (meters)    2843.38   (feet)  ADJUSTED  
 HH0104  ___________________________________________________________________
 HH0104  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 HH0104  DYNAMIC HT  -         865.809 (meters)    2840.57  (feet)  COMP
 HH0104  MODELED GRAV-     979,616.9   (mgal)                       NAVD 88
 HH0104
 HH0104  VERT ORDER  -  FIRST     CLASS II
 HH0104
 HH0104.The horizontal coordinates were scaled from a topographic map and have
 HH0104.an estimated accuracy of +/- 6 seconds.
 HH0104
 HH0104.The orthometric height was determined by differential leveling
 HH0104.and adjusted by the National Geodetic Survey in June 1991..
 HH0104.WARNING-Repeat measurements at this control monument indicate possible
 HH0104.vertical movement.
 HH0104
 HH0104.The geoid height was determined by GEOID03.
 HH0104
 HH0104.The dynamic height is computed by dividing the NAVD 88
 HH0104.geopotential number by the normal gravity value computed on the
 HH0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0104.degrees latitude (g = 980.6199 gals.).
 HH0104
 HH0104.The modeled gravity was interpolated from observed gravity values.
 HH0104
 HH0104;                    North         East    Units  Estimated Accuracy
 HH0104;SPC KS S     -   443,990.      184,440.      MT  (+/- 180 meters Scaled)
 HH0104
 HH0104                          SUPERSEDED SURVEY CONTROL
 HH0104
 HH0104  NGVD 29 (??/??/92)  866.284  (m)         2842.13   (f) ADJ UNCH    1 2
 HH0104
 HH0104.Superseded values are not recommended for survey control.
 HH0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0104.See file dsdata.txt to determine how the superseded data were derived.
 HH0104
 HH0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG289007(NAD 83)
 HH0104_MARKER: DB = BENCH MARK DISK
 HH0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HH0104_SP_SET: BRICK WALL
 HH0104_STAMPING: D 21 1933
 HH0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0104
 HH0104  HISTORY     - Date     Condition        Report By
 HH0104  HISTORY     - 1933     MONUMENTED       CGS
 HH0104  HISTORY     - 1965     GOOD             NGS
 HH0104  HISTORY     - 1967     GOOD             NGS
 HH0104
 HH0104                          STATION DESCRIPTION
 HH0104
 HH0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HH0104'AT LIBERAL.
 HH0104'AT LIBERAL, SEWARD COUNTY, AT THE CHICAGO, ROCK ISLAND AND
 HH0104'PACIFIC RAILWAY STATION, IN THE SOUTH BRICK WALL OF THE TICKET
 HH0104'AGENTS OFFICE, 16 FEET EAST OF THE SOUTH ENTRANCE TO THE WAITING
 HH0104'ROOM, 2 FEET BELOW A WINDOW SILL, AND 3 FEET ABOVE THE LEVEL
 HH0104'OF THE PLATFORM.  A STANDARD DISK, STAMPED D 21 1933, AND SET
 HH0104'VERTICALLY IN THE WALL.
 HH0104
 HH0104                          STATION RECOVERY (1967)
 HH0104
 HH0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HH0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0459 ***********************************************************************
 HF0459  DESIGNATION -  D 210
 HF0459  PID         -  HF0459
 HF0459  STATE/COUNTY-  KS/SEDGWICK
 HF0459  USGS QUAD   -  WICHITA WEST (1982)
 HF0459
 HF0459                         *CURRENT SURVEY CONTROL
 HF0459  ___________________________________________________________________
 HF0459* NAD 83(1986)-  37 42 32.     (N)    097 23 41.     (W)     SCALED    
 HF0459* NAVD 88     -       400.663  (meters)    1314.51   (feet)  ADJUSTED  
 HF0459  ___________________________________________________________________
 HF0459  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HF0459  DYNAMIC HT  -         400.347 (meters)    1313.47  (feet)  COMP
 HF0459  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 HF0459
 HF0459  VERT ORDER  -  SECOND    CLASS 0
 HF0459
 HF0459.The horizontal coordinates were scaled from a topographic map and have
 HF0459.an estimated accuracy of +/- 6 seconds.
 HF0459
 HF0459.The orthometric height was determined by differential leveling
 HF0459.and adjusted by the National Geodetic Survey in June 1991..
 HF0459
 HF0459.The geoid height was determined by GEOID03.
 HF0459
 HF0459.The dynamic height is computed by dividing the NAVD 88
 HF0459.geopotential number by the normal gravity value computed on the
 HF0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0459.degrees latitude (g = 980.6199 gals.).
 HF0459
 HF0459.The modeled gravity was interpolated from observed gravity values.
 HF0459
 HF0459;                    North         East    Units  Estimated Accuracy
 HF0459;SPC KS S     -   516,250.      497,450.      MT  (+/- 180 meters Scaled)
 HF0459
 HF0459                          SUPERSEDED SURVEY CONTROL
 HF0459
 HF0459  NGVD 29 (??/??/92)  400.524  (m)         1314.05   (f) ADJ UNCH    2 0
 HF0459
 HF0459.Superseded values are not recommended for survey control.
 HF0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0459.See file dsdata.txt to determine how the superseded data were derived.
 HF0459
 HF0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG414747(NAD 83)
 HF0459_MARKER: DB = BENCH MARK DISK
 HF0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0459_STAMPING: D 210 1934
 HF0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0459+STABILITY: SURFACE MOTION
 HF0459
 HF0459  HISTORY     - Date     Condition        Report By
 HF0459  HISTORY     - 1934     MONUMENTED       CGS
 HF0459  HISTORY     - 1956     MARK NOT FOUND   NGS
 HF0459
 HF0459                          STATION DESCRIPTION
 HF0459
 HF0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF0459'3.7 MI NW FROM WICHITA.
 HF0459'3.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0459'THE STATION AT WICHITA, SEDGWICK COUNTY, 12 FEET SOUTH OF POLE 488/25,
 HF0459'AT THE CROSSING OF A SECTION-LINE ROAD, 75 FEET WEST OF THE
 HF0459'CENTER LINE OF THE ROAD, 40 FEET SOUTHWEST OF THE CENTER LINE
 HF0459'OF THE TRACK, AND 7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 HF0459'A CONCRETE GAS-VALVE BOX.  A STANDARD DISK SET IN THE TOP OF
 HF0459'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- IT
 HF0459'WAS REPORTED THAT THIS POST WAS FOUND TIPPED OVER IN A PLOWED
 HF0459'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0914 ***********************************************************************
 JF0914  DESIGNATION -  D 211
 JF0914  PID         -  JF0914
 JF0914  STATE/COUNTY-  KS/RENO
 JF0914  USGS QUAD   -  HUTCHINSON (1978)
 JF0914
 JF0914                         *CURRENT SURVEY CONTROL
 JF0914  ___________________________________________________________________
 JF0914* NAD 83(1986)-  38 02 53.     (N)    097 55 56.     (W)     SCALED    
 JF0914* NAVD 88     -       466.532  (meters)    1530.61   (feet)  ADJUSTED  
 JF0914  ___________________________________________________________________
 JF0914  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF0914  DYNAMIC HT  -         466.171 (meters)    1529.43  (feet)  COMP
 JF0914  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 JF0914
 JF0914  VERT ORDER  -  FIRST     CLASS II
 JF0914
 JF0914.The horizontal coordinates were scaled from a topographic map and have
 JF0914.an estimated accuracy of +/- 6 seconds.
 JF0914
 JF0914.The orthometric height was determined by differential leveling
 JF0914.and adjusted by the National Geodetic Survey in June 1991..
 JF0914.WARNING-Repeat measurements at this control monument indicate possible
 JF0914.vertical movement.
 JF0914
 JF0914.The geoid height was determined by GEOID03.
 JF0914
 JF0914.The dynamic height is computed by dividing the NAVD 88
 JF0914.geopotential number by the normal gravity value computed on the
 JF0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0914.degrees latitude (g = 980.6199 gals.).
 JF0914
 JF0914.The modeled gravity was interpolated from observed gravity values.
 JF0914
 JF0914;                    North         East    Units  Estimated Accuracy
 JF0914;SPC KS S     -   553,470.      449,830.      MT  (+/- 180 meters Scaled)
 JF0914
 JF0914                          SUPERSEDED SURVEY CONTROL
 JF0914
 JF0914  NGVD 29 (??/??/92)  466.377  (m)         1530.11   (f) ADJ UNCH    1 2
 JF0914
 JF0914.Superseded values are not recommended for survey control.
 JF0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0914.See file dsdata.txt to determine how the superseded data were derived.
 JF0914
 JF0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH936116(NAD 83)
 JF0914_MARKER: DB = BENCH MARK DISK
 JF0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0914_SP_SET: CONCRETE POST
 JF0914_STAMPING: D 211 1934
 JF0914_MARK LOGO: CGS   
 JF0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0914+STABILITY: SURFACE MOTION
 JF0914
 JF0914  HISTORY     - Date     Condition        Report By
 JF0914  HISTORY     - 1934     MONUMENTED       CGS
 JF0914  HISTORY     - 1953     GOOD             NGS
 JF0914  HISTORY     - 1986     GOOD             NGS
 JF0914
 JF0914                          STATION DESCRIPTION
 JF0914
 JF0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JF0914'AT HUTCHINSON.
 JF0914'AT HUTCHINSON, RENO COUNTY, 10 FEET EAST OF THE NORTHEAST CORNER
 JF0914'OF THE MISSOURI PACIFIC RAILROAD STATION, AND 18 FEET SOUTH OF THE
 JF0914'CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 JF0914'D 211 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JF0914'2 INCHES ABOVE GROUND.
 JF0914
 JF0914                          STATION RECOVERY (1986)
 JF0914
 JF0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0670 ***********************************************************************
 JF0670  DESIGNATION -  D 213
 JF0670  PID         -  JF0670
 JF0670  STATE/COUNTY-  KS/MARION
 JF0670  USGS QUAD   -  PEABODY (1989)
 JF0670
 JF0670                         *CURRENT SURVEY CONTROL
 JF0670  ___________________________________________________________________
 JF0670* NAD 83(1986)-  38 09 54.     (N)    097 04 44.     (W)     SCALED    
 JF0670* NAVD 88     -       412.483  (meters)    1353.29   (feet)  ADJUSTED  
 JF0670  ___________________________________________________________________
 JF0670  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 JF0670  DYNAMIC HT  -         412.172 (meters)    1352.27  (feet)  COMP
 JF0670  MODELED GRAV-     979,863.8   (mgal)                       NAVD 88
 JF0670
 JF0670  VERT ORDER  -  SECOND    CLASS 0
 JF0670
 JF0670.The horizontal coordinates were scaled from a topographic map and have
 JF0670.an estimated accuracy of +/- 6 seconds.
 JF0670
 JF0670.The orthometric height was determined by differential leveling
 JF0670.and adjusted by the National Geodetic Survey in June 1991..
 JF0670
 JF0670.The geoid height was determined by GEOID03.
 JF0670
 JF0670.The dynamic height is computed by dividing the NAVD 88
 JF0670.geopotential number by the normal gravity value computed on the
 JF0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0670.degrees latitude (g = 980.6199 gals.).
 JF0670
 JF0670.The modeled gravity was interpolated from observed gravity values.
 JF0670
 JF0670;                    North         East    Units  Estimated Accuracy
 JF0670;SPC KS S     -   567,240.      524,530.      MT  (+/- 180 meters Scaled)
 JF0670
 JF0670                          SUPERSEDED SURVEY CONTROL
 JF0670
 JF0670  NGVD 29 (??/??/92)  412.319  (m)         1352.75   (f) ADJ UNCH    2 0
 JF0670
 JF0670.Superseded values are not recommended for survey control.
 JF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0670.See file dsdata.txt to determine how the superseded data were derived.
 JF0670
 JF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH682258(NAD 83)
 JF0670_MARKER: DB = BENCH MARK DISK
 JF0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0670+STABILITY: SURFACE MOTION
 JF0670
 JF0670  HISTORY     - Date     Condition        Report By
 JF0670  HISTORY     - UNK      MONUMENTED       CGS
 JF0670  HISTORY     - 1934     GOOD             NGS
 JF0670  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JF0670  HISTORY     - 19890601 MARK NOT FOUND   KSDT
 JF0670
 JF0670                          STATION DESCRIPTION
 JF0670
 JF0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0670'1.5 MI E FROM PEABODY.
 JF0670'1.5 MILES EAST OF PEABODY, ON THE SANTA FE R.R. 23 RAILS EAST OF
 JF0670'MILE POST 167, 30 FEET NORTH OF TRACKS, 1 RAILS WEST OF ROAD
 JF0670'CROSSING AND 80 FEET NORTH OF STEEL WAGON BRIDGE OVER CREEK
 JF0670'SOUTH SIDE OF RAILROAD.
 JF0670
 JF0670                          STATION RECOVERY (1989)
 JF0670
 JF0670'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRL)
 JF0670'MARK NOT FOUND.
 JF0670
 JF0670                          STATION RECOVERY (1989)
 JF0670
 JF0670'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 JF0670'THIS BENCH MARK WAS SEARCHED FOR AND NOT FOUND THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0411 ***********************************************************************
 JF0411  DESIGNATION -  D 215
 JF0411  PID         -  JF0411
 JF0411  STATE/COUNTY-  KS/MORRIS
 JF0411  USGS QUAD   -  DELAVAN (1972)
 JF0411
 JF0411                         *CURRENT SURVEY CONTROL
 JF0411  ___________________________________________________________________
 JF0411* NAD 83(1986)-  38 44 09.     (N)    096 50 51.     (W)     SCALED    
 JF0411* NAVD 88     -       428.991  (meters)    1407.45   (feet)  ADJUSTED  
 JF0411  ___________________________________________________________________
 JF0411  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 JF0411  DYNAMIC HT  -         428.690 (meters)    1406.46  (feet)  COMP
 JF0411  MODELED GRAV-     979,914.1   (mgal)                       NAVD 88
 JF0411
 JF0411  VERT ORDER  -  SECOND    CLASS 0
 JF0411
 JF0411.The horizontal coordinates were scaled from a topographic map and have
 JF0411.an estimated accuracy of +/- 6 seconds.
 JF0411
 JF0411.The orthometric height was determined by differential leveling
 JF0411.and adjusted by the National Geodetic Survey in June 1991..
 JF0411
 JF0411.The geoid height was determined by GEOID03.
 JF0411
 JF0411.The dynamic height is computed by dividing the NAVD 88
 JF0411.geopotential number by the normal gravity value computed on the
 JF0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0411.degrees latitude (g = 980.6199 gals.).
 JF0411
 JF0411.The modeled gravity was interpolated from observed gravity values.
 JF0411
 JF0411;                    North         East    Units  Estimated Accuracy
 JF0411;SPC KS N     -    45,320.      500,200.      MT  (+/- 180 meters Scaled)
 JF0411
 JF0411                          SUPERSEDED SURVEY CONTROL
 JF0411
 JF0411  NGVD 29 (??/??/92)  428.841  (m)         1406.96   (f) ADJ UNCH    2 0
 JF0411
 JF0411.Superseded values are not recommended for survey control.
 JF0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0411.See file dsdata.txt to determine how the superseded data were derived.
 JF0411
 JF0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH870896(NAD 83)
 JF0411_MARKER: DB = BENCH MARK DISK
 JF0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0411_STAMPING: D 215 1934
 JF0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0411+STABILITY: SURFACE MOTION
 JF0411
 JF0411  HISTORY     - Date     Condition        Report By
 JF0411  HISTORY     - 1934     MONUMENTED       CGS
 JF0411  HISTORY     - 1935     GOOD             NGS
 JF0411  HISTORY     - 1968     POOR             NGS
 JF0411
 JF0411                          STATION DESCRIPTION
 JF0411
 JF0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0411'IN LATIMER.
 JF0411'ON THE ROCK ISLAND R.R. 8 1/2 RAILS SOUTHWEST OF THE DEPOT AND
 JF0411'60 FEET NORTH OF THE TRACKS ON R.O.W. FENCE LINE.  NOTE-- MARK
 JF0411'IS 0.1 MILE SW OF THE GRAIN ELEVATOR IN LATIMER, AND 7 FEET
 JF0411'SW OF A TELEGRAPH POLE.  MARK IS LEANING.
 JF0411
 JF0411                          STATION RECOVERY (1968)
 JF0411
 JF0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0411'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0179 ***********************************************************************
 JF0179  DESIGNATION -  D 217
 JF0179  PID         -  JF0179
 JF0179  STATE/COUNTY-  KS/GREENWOOD
 JF0179  USGS QUAD   -  LAMONT (1967)
 JF0179
 JF0179                         *CURRENT SURVEY CONTROL
 JF0179  ___________________________________________________________________
 JF0179* NAD 83(1986)-  38 02 30.     (N)    096 06 43.     (W)     SCALED    
 JF0179* NAVD 88     -       344.660  (meters)    1130.77   (feet)  ADJUSTED  
 JF0179  ___________________________________________________________________
 JF0179  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JF0179  DYNAMIC HT  -         344.402 (meters)    1129.93  (feet)  COMP
 JF0179  MODELED GRAV-     979,872.2   (mgal)                       NAVD 88
 JF0179
 JF0179  VERT ORDER  -  SECOND    CLASS 0
 JF0179
 JF0179.The horizontal coordinates were scaled from a topographic map and have
 JF0179.an estimated accuracy of +/- 6 seconds.
 JF0179
 JF0179.The orthometric height was determined by differential leveling
 JF0179.and adjusted by the National Geodetic Survey in June 1991..
 JF0179
 JF0179.The geoid height was determined by GEOID03.
 JF0179
 JF0179.The dynamic height is computed by dividing the NAVD 88
 JF0179.geopotential number by the normal gravity value computed on the
 JF0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0179.degrees latitude (g = 980.6199 gals.).
 JF0179
 JF0179.The modeled gravity was interpolated from observed gravity values.
 JF0179
 JF0179;                    North         East    Units  Estimated Accuracy
 JF0179;SPC KS S     -   555,290.      609,590.      MT  (+/- 180 meters Scaled)
 JF0179
 JF0179                          SUPERSEDED SURVEY CONTROL
 JF0179
 JF0179  NGVD 29 (??/??/92)  344.518  (m)         1130.31   (f) ADJ UNCH    2 0
 JF0179
 JF0179.Superseded values are not recommended for survey control.
 JF0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0179.See file dsdata.txt to determine how the superseded data were derived.
 JF0179
 JF0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH534143(NAD 83)
 JF0179_MARKER: DB = BENCH MARK DISK
 JF0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0179_STAMPING: D 217 1935
 JF0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0179+STABILITY: SURFACE MOTION
 JF0179
 JF0179  HISTORY     - Date     Condition        Report By
 JF0179  HISTORY     - 1935     MONUMENTED       CGS
 JF0179  HISTORY     - 1943     GOOD             NGS
 JF0179  HISTORY     - 1976     GOOD             NGS
 JF0179
 JF0179                          STATION DESCRIPTION
 JF0179
 JF0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JF0179'1 MI S FROM BISBEE.
 JF0179'1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0179'FROM BISBEE, GREENWOOD COUNTY, 6-1/2 POLES NORTH OF MILEPOST
 JF0179'27, AT A COUNTY-ROAD CROSSING, 50 FEET EAST OF THE CENTERLINE
 JF0179'OF THE TRACK, 30 FEET SOUTH OF THE ROAD, AND 8 FEET SOUTH OF A
 JF0179'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED D 217 1935
 JF0179'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 JF0179'GROUND.
 JF0179
 JF0179                          STATION RECOVERY (1976)
 JF0179
 JF0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0179'TO REACH THE BENCH MARK FROM THE JUNCTION OF MAIN STREET AND STATE
 JF0179'HIGHWAY 99 AT HAMILTON, GO NORTHERLY ON HIGHWAY 99 FOR 4.7 MILES TO A
 JF0179'SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.55
 JF0179'MILE TO THE BENCH MARK ON THE RIGHT, ABOUT 0.25 MILE EAST OF A FARM
 JF0179'HOME, ABOUT 50 FEET EAST OF A WOOD BRIDGE UNDER THE EAST-WEST ROAD,
 JF0179'28 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 10 FEET SOUTH OF A
 JF0179'CORNER FENCE POST, 1 FOOT WEST OF A NORTH-SOUTH FENCE AND 1 FOOT
 JF0179'NORTH OF A METAL WITNESS POST. A STANDARD DISK STAMPED D 217 1935,
 JF0179'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 JF0179'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0992 ***********************************************************************
 JE0992  DESIGNATION -  D 221
 JE0992  PID         -  JE0992
 JE0992  STATE/COUNTY-  KS/FRANKLIN
 JE0992  USGS QUAD   -  PEORIA (1983)
 JE0992
 JE0992                         *CURRENT SURVEY CONTROL
 JE0992  ___________________________________________________________________
 JE0992* NAD 83(1986)-  38 36 30.     (N)    095 15 00.     (W)     SCALED    
 JE0992* NAVD 88     -       272.743  (meters)     894.82   (feet)  ADJUSTED  
 JE0992  ___________________________________________________________________
 JE0992  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JE0992  DYNAMIC HT  -         272.555 (meters)     894.21  (feet)  COMP
 JE0992  MODELED GRAV-     979,932.0   (mgal)                       NAVD 88
 JE0992
 JE0992  VERT ORDER  -  SECOND    CLASS 0
 JE0992
 JE0992.The horizontal coordinates were scaled from a topographic map and have
 JE0992.an estimated accuracy of +/- 6 seconds.
 JE0992
 JE0992.The orthometric height was determined by differential leveling
 JE0992.and adjusted by the National Geodetic Survey in June 1991..
 JE0992
 JE0992.The geoid height was determined by GEOID03.
 JE0992
 JE0992.The dynamic height is computed by dividing the NAVD 88
 JE0992.geopotential number by the normal gravity value computed on the
 JE0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0992.degrees latitude (g = 980.6199 gals.).
 JE0992
 JE0992.The modeled gravity was interpolated from observed gravity values.
 JE0992
 JE0992;                    North         East    Units  Estimated Accuracy
 JE0992;SPC KS S     -   620,440.      683,030.      MT  (+/- 180 meters Scaled)
 JE0992
 JE0992                          SUPERSEDED SURVEY CONTROL
 JE0992
 JE0992  NGVD 29 (??/??/92)  272.620  (m)          894.42   (f) ADJ UNCH    2 0
 JE0992
 JE0992.Superseded values are not recommended for survey control.
 JE0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0992.See file dsdata.txt to determine how the superseded data were derived.
 JE0992
 JE0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC040757(NAD 83)
 JE0992_MARKER: DB = BENCH MARK DISK
 JE0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0992_STAMPING: B 221 1934
 JE0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0992+STABILITY: SURFACE MOTION
 JE0992
 JE0992  HISTORY     - Date     Condition        Report By
 JE0992  HISTORY     - 1934     MONUMENTED       CGS
 JE0992  HISTORY     - 1950     GOOD             NGS
 JE0992  HISTORY     - 20051015 MARK NOT FOUND   GEOCAC
 JE0992
 JE0992                          STATION DESCRIPTION
 JE0992
 JE0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0992'1.1 MI SE FROM OTTAWA.
 JE0992'1.1 MILES SOUTHEAST SLONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0992'THE STATION AT OTTAWA, FRANKLIN COUNTY, MIDWAY BETWEEN POLE
 JE0992'353/4 AND POLE 353/5, 1 1/2 RAILS SOUTHEAST OF SIGNAL 353/1,
 JE0992'1/2 RAIL NORTHWEST OF A ROAD CROSSING, 42 FEET NORTHEAST OF THE
 JE0992'CENTERLINE OF THE TRACK, 1 FOOT SOUTHWEST OF A FENCE, AND 2.4
 JE0992'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JE0992'DISK, STAMPED D 221 1934 AND SET IN THE TOP OF A CONCRETE
 JE0992'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 JE0992
 JE0992                          STATION RECOVERY (2005)
 JE0992
 JE0992'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0992'THE MISSOURI PACIFIC RAILROAD HAS BEEN REMOVED AND WITH IT MOST OF THE
 JE0992'REFERENCES MENTIONED IN THE DESCRIPTION. AN EARTHEN LEVEE WAS
 JE0992'CONSTRUCTED CA. 1960 TO THE EAST OF THE FORMER RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0889 ***********************************************************************
 JE0889  DESIGNATION -  D 222
 JE0889  PID         -  JE0889
 JE0889  STATE/COUNTY-  KS/MIAMI
 JE0889  USGS QUAD   -  WEST LINE (1981)
 JE0889
 JE0889                         *CURRENT SURVEY CONTROL
 JE0889  ___________________________________________________________________
 JE0889* NAD 83(1986)-  38 37 37.     (N)    094 37 14.     (W)     SCALED    
 JE0889* NAVD 88     -       307.969  (meters)    1010.39   (feet)  ADJUSTED  
 JE0889  ___________________________________________________________________
 JE0889  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0889  DYNAMIC HT  -         307.756 (meters)    1009.70  (feet)  COMP
 JE0889  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 JE0889
 JE0889  VERT ORDER  -  SECOND    CLASS 0
 JE0889
 JE0889.The horizontal coordinates were scaled from a topographic map and have
 JE0889.an estimated accuracy of +/- 6 seconds.
 JE0889
 JE0889.The orthometric height was determined by differential leveling
 JE0889.and adjusted by the National Geodetic Survey in June 1991..
 JE0889
 JE0889.The geoid height was determined by GEOID03.
 JE0889
 JE0889.The dynamic height is computed by dividing the NAVD 88
 JE0889.geopotential number by the normal gravity value computed on the
 JE0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0889.degrees latitude (g = 980.6199 gals.).
 JE0889
 JE0889.The modeled gravity was interpolated from observed gravity values.
 JE0889
 JE0889;                    North         East    Units  Estimated Accuracy
 JE0889;SPC KS S     -   624,600.      737,730.      MT  (+/- 180 meters Scaled)
 JE0889
 JE0889                          SUPERSEDED SURVEY CONTROL
 JE0889
 JE0889  NGVD 29 (??/??/92)  307.814  (m)         1009.89   (f) ADJ UNCH    2 0
 JE0889
 JE0889.Superseded values are not recommended for survey control.
 JE0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0889.See file dsdata.txt to determine how the superseded data were derived.
 JE0889
 JE0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC589766(NAD 83)
 JE0889_MARKER: DB = BENCH MARK DISK
 JE0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0889_STAMPING: D 222 1934
 JE0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0889+STABILITY: SURFACE MOTION
 JE0889
 JE0889  HISTORY     - Date     Condition        Report By
 JE0889  HISTORY     - 1934     MONUMENTED       CGS
 JE0889  HISTORY     - 1950     GOOD             NGS
 JE0889
 JE0889                          STATION DESCRIPTION
 JE0889
 JE0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0889'1.9 MI W FROM WEST LINE.
 JE0889'IN MIAMI COUNTY, KANSAS, 1.9 MILES WEST ALONG THE
 JE0889'MISSOURI-KANSAS-TEXAS RAILROAD FROM THE STATION AT WEST LINE,
 JE0889'CASS COUNTY, MISSOURI, 0.5 MILE WEST OF THE KANSAS-MISSOURI
 JE0889'STATE LINE, AT A ROAD CROSSING, 73 FEET SOUTHEAST OF THE CENTER
 JE0889'OF THE CROSSING, 58 FEET EAST OF THE CENTERLINE OF THE ROAD,
 JE0889'46 FEET SOUTH OF THE SOUTH RAIL, 38 FEET EAST OF A FENCE CORNER,
 JE0889'AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JE0889'STAMPED D 222 1934 AND SET IN THE TOP OF A CONCRETE POST
 JE0889'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0105 ***********************************************************************
 JF0105  DESIGNATION -  D 223
 JF0105  PID         -  JF0105
 JF0105  STATE/COUNTY-  KS/LYON
 JF0105  USGS QUAD   -  AMERICUS (1972)
 JF0105
 JF0105                         *CURRENT SURVEY CONTROL
 JF0105  ___________________________________________________________________
 JF0105* NAD 83(1986)-  38 32 48.     (N)    096 19 17.     (W)     SCALED    
 JF0105* NAVD 88     -       358.103  (meters)    1174.88   (feet)  ADJUSTED  
 JF0105  ___________________________________________________________________
 JF0105  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 JF0105  DYNAMIC HT  -         357.848 (meters)    1174.04  (feet)  COMP
 JF0105  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 JF0105
 JF0105  VERT ORDER  -  SECOND    CLASS 0
 JF0105
 JF0105.The horizontal coordinates were scaled from a topographic map and have
 JF0105.an estimated accuracy of +/- 6 seconds.
 JF0105
 JF0105.The orthometric height was determined by differential leveling
 JF0105.and adjusted by the National Geodetic Survey in June 1991..
 JF0105
 JF0105.The geoid height was determined by GEOID03.
 JF0105
 JF0105.The dynamic height is computed by dividing the NAVD 88
 JF0105.geopotential number by the normal gravity value computed on the
 JF0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0105.degrees latitude (g = 980.6199 gals.).
 JF0105
 JF0105.The modeled gravity was interpolated from observed gravity values.
 JF0105
 JF0105;                    North         East    Units  Estimated Accuracy
 JF0105;SPC KS S     -   610,880.      589,910.      MT  (+/- 180 meters Scaled)
 JF0105
 JF0105                          SUPERSEDED SURVEY CONTROL
 JF0105
 JF0105  NGVD 29 (??/??/92)  357.965  (m)         1174.42   (f) ADJ UNCH    2 0
 JF0105
 JF0105.Superseded values are not recommended for survey control.
 JF0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0105.See file dsdata.txt to determine how the superseded data were derived.
 JF0105
 JF0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH334698(NAD 83)
 JF0105_MARKER: DB = BENCH MARK DISK
 JF0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0105+STABILITY: SURFACE MOTION
 JF0105
 JF0105  HISTORY     - Date     Condition        Report By
 JF0105  HISTORY     - UNK      MONUMENTED       CGS
 JF0105  HISTORY     - 1935     GOOD             NGS
 JF0105
 JF0105                          STATION DESCRIPTION
 JF0105
 JF0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0105'3.1 MI S FROM DUNLAP.
 JF0105'3.1 MILES S. OF DUNLAP STATION ALONG M-K-T RR. 0.4 MILE S.
 JF0105'OF MP 109.  MARK IS AT FENCE, 15 YDS. E. OF CENTER LINE OF
 JF0105'TRACK, 6 YDS. N. OF FIELD GATE AND 100 YDS. N. OF SECTION
 JF0105'102 BOARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0384 ***********************************************************************
 JF0384  DESIGNATION -  D 224
 JF0384  PID         -  JF0384
 JF0384  STATE/COUNTY-  KS/GEARY
 JF0384  USGS QUAD   -  WREFORD (1964)
 JF0384
 JF0384                         *CURRENT SURVEY CONTROL
 JF0384  ___________________________________________________________________
 JF0384* NAD 83(1986)-  38 59 23.     (N)    096 49 59.     (W)     SCALED    
 JF0384* NAVD 88     -       329.080  (meters)    1079.66   (feet)  ADJUSTED  
 JF0384  ___________________________________________________________________
 JF0384  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 JF0384  DYNAMIC HT  -         328.852 (meters)    1078.91  (feet)  COMP
 JF0384  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 JF0384
 JF0384  VERT ORDER  -  SECOND    CLASS 0
 JF0384
 JF0384.The horizontal coordinates were scaled from a topographic map and have
 JF0384.an estimated accuracy of +/- 6 seconds.
 JF0384
 JF0384.The orthometric height was determined by differential leveling
 JF0384.and adjusted by the National Geodetic Survey in June 1991..
 JF0384
 JF0384.The geoid height was determined by GEOID03.
 JF0384
 JF0384.The dynamic height is computed by dividing the NAVD 88
 JF0384.geopotential number by the normal gravity value computed on the
 JF0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0384.degrees latitude (g = 980.6199 gals.).
 JF0384
 JF0384.The modeled gravity was interpolated from observed gravity values.
 JF0384
 JF0384;                    North         East    Units  Estimated Accuracy
 JF0384;SPC KS N     -    73,520.      501,100.      MT  (+/- 180 meters Scaled)
 JF0384
 JF0384                          SUPERSEDED SURVEY CONTROL
 JF0384
 JF0384  NGVD 29 (??/??/92)  328.966  (m)         1079.28   (f) ADJ UNCH    2 0
 JF0384
 JF0384.Superseded values are not recommended for survey control.
 JF0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0384.See file dsdata.txt to determine how the superseded data were derived.
 JF0384
 JF0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ876178(NAD 83)
 JF0384_MARKER: DB = BENCH MARK DISK
 JF0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0384+STABILITY: SURFACE MOTION
 JF0384
 JF0384  HISTORY     - Date     Condition        Report By
 JF0384  HISTORY     - UNK      MONUMENTED       CGS
 JF0384  HISTORY     - 1935     GOOD             NGS
 JF0384  HISTORY     - 1947     MARK NOT FOUND   NGS
 JF0384
 JF0384                          STATION DESCRIPTION
 JF0384
 JF0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0384'3 MI S FROM JUNCTION CITY.
 JF0384'ALONG M. K. AND T. RR. 160 YDS. N. OF MP 154 AND 3 MILES S. OF
 JF0384'JUNCTION CITY STATION, 0.4 MILE S. OF U.S. 77 HIGHWAY CROSSING.
 JF0384'MARK IS 14 YDS. W. OF CENTER LINE OF TRACK AND 9 YDS. S. OF CENTER
 JF0384'LINE OF FARM CROSSING.
 JF0384
 JF0384                          STATION RECOVERY (1947)
 JF0384
 JF0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 JF0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0015 ***********************************************************************
 JF0015  DESIGNATION -  D 229
 JF0015  PID         -  JF0015
 JF0015  STATE/COUNTY-  KS/MORRIS
 JF0015  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0015
 JF0015                         *CURRENT SURVEY CONTROL
 JF0015  ___________________________________________________________________
 JF0015* NAD 83(1986)-  38 39 36.     (N)    096 28 43.     (W)     SCALED    
 JF0015* NAVD 88     -       377.283  (meters)    1237.80   (feet)  ADJUSTED  
 JF0015  ___________________________________________________________________
 JF0015  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 JF0015  DYNAMIC HT  -         377.014 (meters)    1236.92  (feet)  COMP
 JF0015  MODELED GRAV-     979,903.7   (mgal)                       NAVD 88
 JF0015
 JF0015  VERT ORDER  -  SECOND    CLASS 0
 JF0015
 JF0015.The horizontal coordinates were scaled from a topographic map and have
 JF0015.an estimated accuracy of +/- 6 seconds.
 JF0015
 JF0015.The orthometric height was determined by differential leveling
 JF0015.and adjusted by the National Geodetic Survey in June 1991..
 JF0015
 JF0015.The geoid height was determined by GEOID03.
 JF0015
 JF0015.The dynamic height is computed by dividing the NAVD 88
 JF0015.geopotential number by the normal gravity value computed on the
 JF0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0015.degrees latitude (g = 980.6199 gals.).
 JF0015
 JF0015.The modeled gravity was interpolated from observed gravity values.
 JF0015
 JF0015;                    North         East    Units  Estimated Accuracy
 JF0015;SPC KS N     -    37,380.      532,420.      MT  (+/- 180 meters Scaled)
 JF0015
 JF0015                          SUPERSEDED SURVEY CONTROL
 JF0015
 JF0015  NGVD 29 (??/??/92)  377.135  (m)         1237.32   (f) ADJ UNCH    2 0
 JF0015
 JF0015.Superseded values are not recommended for survey control.
 JF0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0015.See file dsdata.txt to determine how the superseded data were derived.
 JF0015
 JF0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH193820(NAD 83)
 JF0015_MARKER: DB = BENCH MARK DISK
 JF0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0015+STABILITY: SURFACE MOTION
 JF0015
 JF0015  HISTORY     - Date     Condition        Report By
 JF0015  HISTORY     - UNK      MONUMENTED       CGS
 JF0015  HISTORY     - 1935     GOOD             NGS
 JF0015  HISTORY     - 1971     MARK NOT FOUND   USGS
 JF0015
 JF0015                          STATION DESCRIPTION
 JF0015
 JF0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0015'IN COUNCIL GROVE.
 JF0015'ALONG MO. PAC. RR. IN SMALL PARK 20 YDS. S.E. OF MO. PAC. STATION
 JF0015'AND MIDWAY BETWEEN MO. PAC. AND M-K-T MAIN TRACKS.  MARK IS
 JF0015'1 YD. N.E. OF BRICK STATION PLATFORM AND 3 YDS. W. OF M-K-T
 JF0015'HOME SIGNAL.
 JF0015
 JF0015                          STATION RECOVERY (1971)
 JF0015
 JF0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JF0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0526 ***********************************************************************
 HG0526  DESIGNATION -  D 23
 HG0526  PID         -  HG0526
 HG0526  STATE/COUNTY-  KS/FORD
 HG0526  USGS QUAD   -  BLOOM (1967)
 HG0526
 HG0526                         *CURRENT SURVEY CONTROL
 HG0526  ___________________________________________________________________
 HG0526* NAD 83(1986)-  37 29 28.     (N)    099 53 17.     (W)     SCALED    
 HG0526* NAVD 88     -       786.772  (meters)    2581.27   (feet)  ADJUSTED  
 HG0526  ___________________________________________________________________
 HG0526  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 HG0526  DYNAMIC HT  -         786.069 (meters)    2578.96  (feet)  COMP
 HG0526  MODELED GRAV-     979,711.3   (mgal)                       NAVD 88
 HG0526
 HG0526  VERT ORDER  -  SECOND    CLASS 0
 HG0526
 HG0526.The horizontal coordinates were scaled from a topographic map and have
 HG0526.an estimated accuracy of +/- 6 seconds.
 HG0526
 HG0526.The orthometric height was determined by differential leveling
 HG0526.and adjusted by the National Geodetic Survey in June 1991..
 HG0526
 HG0526.The geoid height was determined by GEOID03.
 HG0526
 HG0526.The dynamic height is computed by dividing the NAVD 88
 HG0526.geopotential number by the normal gravity value computed on the
 HG0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0526.degrees latitude (g = 980.6199 gals.).
 HG0526
 HG0526.The modeled gravity was interpolated from observed gravity values.
 HG0526
 HG0526;                    North         East    Units  Estimated Accuracy
 HG0526;SPC KS S     -   492,410.      277,260.      MT  (+/- 180 meters Scaled)
 HG0526
 HG0526                          SUPERSEDED SURVEY CONTROL
 HG0526
 HG0526  NGVD 29 (??/??/92)  786.439  (m)         2580.18   (f) ADJ UNCH    2 0
 HG0526
 HG0526.Superseded values are not recommended for survey control.
 HG0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0526.See file dsdata.txt to determine how the superseded data were derived.
 HG0526
 HG0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG214497(NAD 83)
 HG0526_MARKER: DB = BENCH MARK DISK
 HG0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0526_SP_SET: CULVERT
 HG0526_STAMPING: D 23 1933
 HG0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0526
 HG0526  HISTORY     - Date     Condition        Report By
 HG0526  HISTORY     - 1933     MONUMENTED       CGS
 HG0526  HISTORY     - 1968     GOOD             NGS
 HG0526
 HG0526                          STATION DESCRIPTION
 HG0526
 HG0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0526'0.2 MI E FROM BLOOM.
 HG0526'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0526'RAILWAY FROM THE STATION AT BLOOM, FORD COUNTY, ABOUT 15 POLES
 HG0526'WEST OF MILEPOST 362, AT A ROAD CROSSING, 30 FEET SOUTH OF
 HG0526'THE CENTER LINE OF THE TRACK, AND IN THE TOP OF THE NORTH END
 HG0526'OF THE WEST CONCRETE HEAD WALL OF A CONCRETE BOX ROAD CULVERT.
 HG0526'A STANDARD DISK, STAMPED D 23 1933.
 HG0526
 HG0526                          STATION RECOVERY (1968)
 HG0526
 HG0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HG0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0527 ***********************************************************************
 HG0527  DESIGNATION -  D 23 RESET
 HG0527  PID         -  HG0527
 HG0527  STATE/COUNTY-  KS/FORD
 HG0527  USGS QUAD   -  BLOOM (1967)
 HG0527
 HG0527                         *CURRENT SURVEY CONTROL
 HG0527  ___________________________________________________________________
 HG0527* NAD 83(1986)-  37 29 28.     (N)    099 53 17.     (W)     SCALED    
 HG0527* NAVD 88     -       786.70   (meters)    2581.0    (feet)  RESET     
 HG0527  ___________________________________________________________________
 HG0527  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 HG0527
 HG0527  VERT ORDER  -  THIRD
 HG0527
 HG0527.The horizontal coordinates were scaled from a topographic map and have
 HG0527.an estimated accuracy of +/- 6 seconds.
 HG0527
 HG0527.The orthometric height was computed from unverified reset data.
 HG0527
 HG0527.The geoid height was determined by GEOID03.
 HG0527
 HG0527;                    North         East    Units  Estimated Accuracy
 HG0527;SPC KS S     -   492,410.      277,260.      MT  (+/- 180 meters Scaled)
 HG0527
 HG0527                          SUPERSEDED SURVEY CONTROL
 HG0527
 HG0527.No superseded survey control is available for this station.
 HG0527
 HG0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG214497(NAD 83)
 HG0527_MARKER: DB = BENCH MARK DISK
 HG0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0527_SP_SET: CULVERT
 HG0527_STAMPING: D 23 RESET 1971
 HG0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0527
 HG0527  HISTORY     - Date     Condition        Report By
 HG0527  HISTORY     - 1971     MONUMENTED       KSHC
 HG0527
 HG0527                          STATION DESCRIPTION
 HG0527
 HG0527'DESCRIBED BY KS HIGHWAY COMM 1971
 HG0527'AT BLOOM.
 HG0527'ABOUT 0.2 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0527'RAILWAY FROM THE STATION AT BLOOM, ABOUT 15 POLES WEST OF
 HG0527'MILEPOST 362, AT A ROAD CROSSING, 44.5 FEET RIGHT OF STATION
 HG0527'126 + 13.5 ON PROJECT 29-5-520 AND BELIEVED TO BE SET IN THE
 HG0527'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1297 ***********************************************************************
 JE1297  DESIGNATION -  D 230
 JE1297  PID         -  JE1297
 JE1297  STATE/COUNTY-  KS/OSAGE
 JE1297  USGS QUAD   -  LYNDON NW (1965)
 JE1297
 JE1297                         *CURRENT SURVEY CONTROL
 JE1297  ___________________________________________________________________
 JE1297* NAD 83(1986)-  38 38 29.     (N)    095 44 50.     (W)     SCALED    
 JE1297* NAVD 88     -       334.591  (meters)    1097.74   (feet)  ADJUSTED  
 JE1297  ___________________________________________________________________
 JE1297  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JE1297  DYNAMIC HT  -         334.356 (meters)    1096.97  (feet)  COMP
 JE1297  MODELED GRAV-     979,918.6   (mgal)                       NAVD 88
 JE1297
 JE1297  VERT ORDER  -  SECOND    CLASS 0
 JE1297
 JE1297.The horizontal coordinates were scaled from a topographic map and have
 JE1297.an estimated accuracy of +/- 6 seconds.
 JE1297
 JE1297.The orthometric height was determined by differential leveling
 JE1297.and adjusted by the National Geodetic Survey in June 1991..
 JE1297
 JE1297.The geoid height was determined by GEOID03.
 JE1297
 JE1297.The dynamic height is computed by dividing the NAVD 88
 JE1297.geopotential number by the normal gravity value computed on the
 JE1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1297.degrees latitude (g = 980.6199 gals.).
 JE1297
 JE1297.The modeled gravity was interpolated from observed gravity values.
 JE1297
 JE1297;                    North         East    Units  Estimated Accuracy
 JE1297;SPC KS S     -   622,710.      639,630.      MT  (+/- 180 meters Scaled)
 JE1297
 JE1297                          SUPERSEDED SURVEY CONTROL
 JE1297
 JE1297  NGVD 29 (??/??/92)  334.445  (m)         1097.26   (f) ADJ UNCH    2 0
 JE1297
 JE1297.Superseded values are not recommended for survey control.
 JE1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1297.See file dsdata.txt to determine how the superseded data were derived.
 JE1297
 JE1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC608805(NAD 83)
 JE1297_MARKER: DB = BENCH MARK DISK
 JE1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1297_STAMPING: D 230 1934
 JE1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1297+STABILITY: SURFACE MOTION
 JE1297
 JE1297  HISTORY     - Date     Condition        Report By
 JE1297  HISTORY     - 1934     MONUMENTED       CGS
 JE1297  HISTORY     - 1951     GOOD             NGS
 JE1297
 JE1297                          STATION DESCRIPTION
 JE1297
 JE1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1297'3.5 MI W FROM LYNDON.
 JE1297'ALONG THE MISSOURI PACIFIC RAILROAD, 43 FEET SOUTH OF THE SOUTH
 JE1297'RAIL, 26 FEET EAST OF THE CENTER OF GRAVEL ROAD, 3 FEET NORTHEAST
 JE1297'OF FENCE CORNER AND 2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 JE1297'FENCE.  THE DISK IS SET IN THE TOP OF A CONCRETE POST, FLUSH WITH
 JE1297'THE SURFACE OF THE GROUND.  THIS MARK IS AT POLE 382 + 03.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0012 ***********************************************************************
 JF0012  DESIGNATION -  D 231
 JF0012  PID         -  JF0012
 JF0012  STATE/COUNTY-  KS/WABAUNSEE
 JF0012  USGS QUAD   -  ESKRIDGE (1983)
 JF0012
 JF0012                         *CURRENT SURVEY CONTROL
 JF0012  ___________________________________________________________________
 JF0012* NAD 83(1986)-  38 49 18.     (N)    096 02 21.     (W)     SCALED    
 JF0012* NAVD 88     -       366.727  (meters)    1203.17   (feet)  ADJUSTED  
 JF0012  ___________________________________________________________________
 JF0012  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JF0012  DYNAMIC HT  -         366.473 (meters)    1202.34  (feet)  COMP
 JF0012  MODELED GRAV-     979,926.0   (mgal)                       NAVD 88
 JF0012
 JF0012  VERT ORDER  -  SECOND    CLASS 0
 JF0012
 JF0012.The horizontal coordinates were scaled from a topographic map and have
 JF0012.an estimated accuracy of +/- 6 seconds.
 JF0012
 JF0012.The orthometric height was determined by differential leveling
 JF0012.and adjusted by the National Geodetic Survey in June 1991..
 JF0012
 JF0012.The geoid height was determined by GEOID03.
 JF0012
 JF0012.The dynamic height is computed by dividing the NAVD 88
 JF0012.geopotential number by the normal gravity value computed on the
 JF0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0012.degrees latitude (g = 980.6199 gals.).
 JF0012
 JF0012.The modeled gravity was interpolated from observed gravity values.
 JF0012
 JF0012;                    North         East    Units  Estimated Accuracy
 JF0012;SPC KS N     -    56,050.      570,270.      MT  (+/- 180 meters Scaled)
 JF0012
 JF0012                          SUPERSEDED SURVEY CONTROL
 JF0012
 JF0012  NGVD 29 (??/??/92)  366.578  (m)         1202.68   (f) ADJ UNCH    2 0
 JF0012
 JF0012.Superseded values are not recommended for survey control.
 JF0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0012.See file dsdata.txt to determine how the superseded data were derived.
 JF0012
 JF0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ570011(NAD 83)
 JF0012_MARKER: DB = BENCH MARK DISK
 JF0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0012+STABILITY: SURFACE MOTION
 JF0012
 JF0012  HISTORY     - Date     Condition        Report By
 JF0012  HISTORY     - UNK      MONUMENTED       CGS
 JF0012  HISTORY     - 1934     GOOD             NGS
 JF0012  HISTORY     - 1968     GOOD             NGS
 JF0012
 JF0012                          STATION DESCRIPTION
 JF0012
 JF0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0012'4.6 MI SE FROM ESKRIDGE.
 JF0012'ALONG A.T. AND S.F. R.R., 15 YDS. W OF BRADFORD STATION AND
 JF0012'0.4 MILES W. OF MP 13.  MARK IS 5 YDS. S. OF CENTERLINE OF TRACK
 JF0012'AND 35 YDS. W. OF CENTERLINE OF DIRT ROAD CROSSING.  AT SWITCH
 JF0012'TO STOCKYARDS, AT W. END OF STATION PLATFORM.  NOTE-- THE OLD
 JF0012'RAILROAD STATION AT BRADFORD IS GONE.  A METAL WITNESS POST
 JF0012'WAS SET 1 FOOT WEST OF THE MARK.
 JF0012
 JF0012                          STATION RECOVERY (1968)
 JF0012
 JF0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0490 ***********************************************************************
 HF0490  DESIGNATION -  D 237
 HF0490  PID         -  HF0490
 HF0490  STATE/COUNTY-  KS/SEDGWICK
 HF0490  USGS QUAD   -  WICHITA EAST (1982)
 HF0490
 HF0490                         *CURRENT SURVEY CONTROL
 HF0490  ___________________________________________________________________
 HF0490* NAD 83(1986)-  37 37 48.     (N)    097 20 04.     (W)     SCALED    
 HF0490* NAVD 88     -       391.340  (meters)    1283.92   (feet)  ADJUSTED  
 HF0490  ___________________________________________________________________
 HF0490  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0490  DYNAMIC HT  -         391.031 (meters)    1282.91  (feet)  COMP
 HF0490  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 HF0490
 HF0490  VERT ORDER  -  SECOND    CLASS 0
 HF0490
 HF0490.The horizontal coordinates were scaled from a topographic map and have
 HF0490.an estimated accuracy of +/- 6 seconds.
 HF0490
 HF0490.The orthometric height was determined by differential leveling
 HF0490.and adjusted by the National Geodetic Survey in June 1991..
 HF0490
 HF0490.The geoid height was determined by GEOID03.
 HF0490
 HF0490.The dynamic height is computed by dividing the NAVD 88
 HF0490.geopotential number by the normal gravity value computed on the
 HF0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0490.degrees latitude (g = 980.6199 gals.).
 HF0490
 HF0490.The modeled gravity was interpolated from observed gravity values.
 HF0490
 HF0490;                    North         East    Units  Estimated Accuracy
 HF0490;SPC KS S     -   507,560.      502,880.      MT  (+/- 180 meters Scaled)
 HF0490
 HF0490                          SUPERSEDED SURVEY CONTROL
 HF0490
 HF0490  NGVD 29 (??/??/92)  391.198  (m)         1283.46   (f) ADJ UNCH    2 0
 HF0490
 HF0490.Superseded values are not recommended for survey control.
 HF0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0490.See file dsdata.txt to determine how the superseded data were derived.
 HF0490
 HF0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG469660(NAD 83)
 HF0490_MARKER: DB = BENCH MARK DISK
 HF0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0490_STAMPING: D 237 1934
 HF0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0490+STABILITY: SURFACE MOTION
 HF0490
 HF0490  HISTORY     - Date     Condition        Report By
 HF0490  HISTORY     - 1934     MONUMENTED       CGS
 HF0490  HISTORY     - 1949     MARK NOT FOUND   NGS
 HF0490  HISTORY     - 1972     MARK NOT FOUND   NGS
 HF0490
 HF0490                          STATION DESCRIPTION
 HF0490
 HF0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HF0490'3.7 MI S FROM WICHITA.
 HF0490'3.7 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0490'RAILWAY FROM WICHITA, SEDGWICK COUNTY, AT POLE 248+17, 4-1/2 RAILS
 HF0490'SOUTH OF THE CENTER OF THE CROSSING OF U.S. HIGHWAY 81, 42 FEET
 HF0490'WEST OF THE CENTERLINE OF THE TRACK, AND 2-1/2 FEET EAST OF THE
 HF0490'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 237 1934 AND
 HF0490'SET IN THE TOP OF A CONCRETE POST.  NOTE-- A GRADE SEPARATION
 HF0490'HAS BEEN CONSTRUCTED AT THE CROSSING, THE POLE LINES MOVED
 HF0490'AND NO NUMBERS ON THE POLES, THE ENTIRE AREA IS OVERGROWN WITH
 HF0490'THICK GRASS AND WEEDS.  THE MARK COULD STILL BE THERE.
 HF0490
 HF0490                          STATION RECOVERY (1972)
 HF0490
 HF0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0668 ***********************************************************************
 HF0668  DESIGNATION -  D 238
 HF0668  PID         -  HF0668
 HF0668  STATE/COUNTY-  KS/SUMNER
 HF0668  USGS QUAD   -  ROME (1965)
 HF0668
 HF0668                         *CURRENT SURVEY CONTROL
 HF0668  ___________________________________________________________________
 HF0668* NAD 83(1986)-  37 07 51.     (N)    097 23 32.     (W)     SCALED    
 HF0668* NAVD 88     -       366.099  (meters)    1201.11   (feet)  ADJUSTED  
 HF0668  ___________________________________________________________________
 HF0668  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0668  DYNAMIC HT  -         365.798 (meters)    1200.12  (feet)  COMP
 HF0668  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 HF0668
 HF0668  VERT ORDER  -  SECOND    CLASS 0
 HF0668
 HF0668.The horizontal coordinates were scaled from a topographic map and have
 HF0668.an estimated accuracy of +/- 6 seconds.
 HF0668
 HF0668.The orthometric height was determined by differential leveling
 HF0668.and adjusted by the National Geodetic Survey in June 1991..
 HF0668
 HF0668.The geoid height was determined by GEOID03.
 HF0668
 HF0668.The dynamic height is computed by dividing the NAVD 88
 HF0668.geopotential number by the normal gravity value computed on the
 HF0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0668.degrees latitude (g = 980.6199 gals.).
 HF0668
 HF0668.The modeled gravity was interpolated from observed gravity values.
 HF0668
 HF0668;                    North         East    Units  Estimated Accuracy
 HF0668;SPC KS S     -   452,100.      498,440.      MT  (+/- 180 meters Scaled)
 HF0668
 HF0668                          SUPERSEDED SURVEY CONTROL
 HF0668
 HF0668  NGVD 29 (??/??/92)  365.983  (m)         1200.73   (f) ADJ UNCH    2 0
 HF0668
 HF0668.Superseded values are not recommended for survey control.
 HF0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0668.See file dsdata.txt to determine how the superseded data were derived.
 HF0668
 HF0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG428105(NAD 83)
 HF0668_MARKER: DB = BENCH MARK DISK
 HF0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0668_STAMPING: D 238 1934
 HF0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0668+STABILITY: SURFACE MOTION
 HF0668
 HF0668  HISTORY     - Date     Condition        Report By
 HF0668  HISTORY     - 1934     MONUMENTED       CGS
 HF0668
 HF0668                          STATION DESCRIPTION
 HF0668
 HF0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0668'2 MI S FROM ROME.
 HF0668'2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0668'FROM ROME, SUMNER COUNTY, 5-1/2 RAILS SOUTH OF MILEPOST 9, 9
 HF0668'RAILS NORTH OF THE CENTER OF A ROAD CROSSING, 44 FEET EAST OF THE
 HF0668'CENTERLINE OF THE TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 HF0668'FENCE.  A STANDARD DISK, STAMPED D 238 1934 AND SET IN THE TOP
 HF0668'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0780 ***********************************************************************
 HF0780  DESIGNATION -  D 239
 HF0780  PID         -  HF0780
 HF0780  STATE/COUNTY-  KS/SUMNER
 HF0780  USGS QUAD   -  WELLINGTON (1983)
 HF0780
 HF0780                         *CURRENT SURVEY CONTROL
 HF0780  ___________________________________________________________________
 HF0780* NAD 83(1986)-  37 15 47.     (N)    097 29 38.     (W)     SCALED    
 HF0780* NAVD 88     -       380.592  (meters)    1248.66   (feet)  ADJUSTED  
 HF0780  ___________________________________________________________________
 HF0780  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0780  DYNAMIC HT  -         380.281 (meters)    1247.64  (feet)  COMP
 HF0780  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 HF0780
 HF0780  VERT ORDER  -  SECOND    CLASS 0
 HF0780
 HF0780.The horizontal coordinates were scaled from a topographic map and have
 HF0780.an estimated accuracy of +/- 6 seconds.
 HF0780
 HF0780.The orthometric height was determined by differential leveling
 HF0780.and adjusted by the National Geodetic Survey in June 1991..
 HF0780
 HF0780.The geoid height was determined by GEOID03.
 HF0780
 HF0780.The dynamic height is computed by dividing the NAVD 88
 HF0780.geopotential number by the normal gravity value computed on the
 HF0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0780.degrees latitude (g = 980.6199 gals.).
 HF0780
 HF0780.The modeled gravity was interpolated from observed gravity values.
 HF0780
 HF0780;                    North         East    Units  Estimated Accuracy
 HF0780;SPC KS S     -   466,670.      489,250.      MT  (+/- 180 meters Scaled)
 HF0780
 HF0780                          SUPERSEDED SURVEY CONTROL
 HF0780
 HF0780  NGVD 29 (??/??/92)  380.474  (m)         1248.27   (f) ADJ UNCH    2 0
 HF0780
 HF0780.Superseded values are not recommended for survey control.
 HF0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0780.See file dsdata.txt to determine how the superseded data were derived.
 HF0780
 HF0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG335251(NAD 83)
 HF0780_MARKER: DB = BENCH MARK DISK
 HF0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0780_STAMPING: D 239 1934
 HF0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0780+STABILITY: SURFACE MOTION
 HF0780
 HF0780  HISTORY     - Date     Condition        Report By
 HF0780  HISTORY     - 1934     MONUMENTED       CGS
 HF0780  HISTORY     - 1965     POOR             USGS
 HF0780
 HF0780                          STATION DESCRIPTION
 HF0780
 HF0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0780'2.6 MI E FROM MAYFIELD.
 HF0780'2.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0780'FROM MAYFIELD, SUMNER COUNTY, NEAR MILEAGE 244.2, ABOUT 1 RAIL
 HF0780'EAST OF THE CENTER OF A GRADE CROSSING, 42 FEET SOUTH OF THE
 HF0780'CENTERLINE OF THE TRACK, AND 3 FEET NORTH AND 6 FEET EAST OF
 HF0780'A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED D 239
 HF0780'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0780
 HF0780                          STATION RECOVERY (1965)
 HF0780
 HF0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HF0780'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0304 ***********************************************************************
 JF0304  DESIGNATION -  D 240
 JF0304  PID         -  JF0304
 JF0304  STATE/COUNTY-  KS/CHASE
 JF0304  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF0304
 JF0304                         *CURRENT SURVEY CONTROL
 JF0304  ___________________________________________________________________
 JF0304* NAD 83(1986)-  38 21 57.     (N)    096 31 06.     (W)     SCALED    
 JF0304* NAVD 88     -       361.247  (meters)    1185.19   (feet)  ADJUSTED  
 JF0304  ___________________________________________________________________
 JF0304  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 JF0304  DYNAMIC HT  -         360.984 (meters)    1184.33  (feet)  COMP
 JF0304  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 JF0304
 JF0304  VERT ORDER  -  SECOND    CLASS 0
 JF0304
 JF0304.The horizontal coordinates were scaled from a topographic map and have
 JF0304.an estimated accuracy of +/- 6 seconds.
 JF0304
 JF0304.The orthometric height was determined by differential leveling
 JF0304.and adjusted by the National Geodetic Survey in June 1991..
 JF0304
 JF0304.The geoid height was determined by GEOID03.
 JF0304
 JF0304.The dynamic height is computed by dividing the NAVD 88
 JF0304.geopotential number by the normal gravity value computed on the
 JF0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0304.degrees latitude (g = 980.6199 gals.).
 JF0304
 JF0304.The modeled gravity was interpolated from observed gravity values.
 JF0304
 JF0304;                    North         East    Units  Estimated Accuracy
 JF0304;SPC KS S     -   590,430.      573,170.      MT  (+/- 180 meters Scaled)
 JF0304
 JF0304                          SUPERSEDED SURVEY CONTROL
 JF0304
 JF0304  NGVD 29 (??/??/92)  361.111  (m)         1184.74   (f) ADJ UNCH    2 0
 JF0304
 JF0304.Superseded values are not recommended for survey control.
 JF0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0304.See file dsdata.txt to determine how the superseded data were derived.
 JF0304
 JF0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH168493(NAD 83)
 JF0304_MARKER: DB = BENCH MARK DISK
 JF0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0304+STABILITY: SURFACE MOTION
 JF0304
 JF0304  HISTORY     - Date     Condition        Report By
 JF0304  HISTORY     - UNK      MONUMENTED       CGS
 JF0304  HISTORY     - 1934     GOOD             NGS
 JF0304  HISTORY     - 1973     MARK NOT FOUND   NGS
 JF0304
 JF0304                          STATION DESCRIPTION
 JF0304
 JF0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0304'2.2 MI W FROM GLADSTONE.
 JF0304'2.2 MILES WEST OF BY RAILROAD ALONG THE ATCHISON TOPEKA AND SANTA
 JF0304'FE RR (COTTONWOOD FALLS BRANCH) 60 FEET NORTH OF CENTER OF TRACK
 JF0304'30 FEET WEST OF COUNTY ROAD CROSSING 2 IN ABOVE THE GROUND
 JF0304'NOTE-- OLD TRACK IS GONE AND MARK MAY HAVE BEEN DESTROYED.
 JF0304
 JF0304                          STATION RECOVERY (1973)
 JF0304
 JF0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JF0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0324 ***********************************************************************
 HF0324  DESIGNATION -  D 241
 HF0324  PID         -  HF0324
 HF0324  STATE/COUNTY-  KS/BUTLER
 HF0324  USGS QUAD   -  EL DORADO (1979)
 HF0324
 HF0324                         *CURRENT SURVEY CONTROL
 HF0324  ___________________________________________________________________
 HF0324* NAD 83(1986)-  37 48 47.     (N)    096 51 03.     (W)     SCALED    
 HF0324* NAVD 88     -       394.871  (meters)    1295.51   (feet)  ADJUSTED  
 HF0324  ___________________________________________________________________
 HF0324  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HF0324  DYNAMIC HT  -         394.570 (meters)    1294.52  (feet)  COMP
 HF0324  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 HF0324
 HF0324  VERT ORDER  -  SECOND    CLASS 0
 HF0324
 HF0324.The horizontal coordinates were scaled from a topographic map and have
 HF0324.an estimated accuracy of +/- 6 seconds.
 HF0324
 HF0324.The orthometric height was determined by differential leveling
 HF0324.and adjusted by the National Geodetic Survey in June 1991..
 HF0324
 HF0324.The geoid height was determined by GEOID03.
 HF0324
 HF0324.The dynamic height is computed by dividing the NAVD 88
 HF0324.geopotential number by the normal gravity value computed on the
 HF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0324.degrees latitude (g = 980.6199 gals.).
 HF0324
 HF0324.The modeled gravity was interpolated from observed gravity values.
 HF0324
 HF0324;                    North         East    Units  Estimated Accuracy
 HF0324;SPC KS S     -   528,520.      545,200.      MT  (+/- 180 meters Scaled)
 HF0324
 HF0324                          SUPERSEDED SURVEY CONTROL
 HF0324
 HF0324  NGVD 29 (??/??/92)  394.733  (m)         1295.05   (f) ADJ UNCH    2 0
 HF0324
 HF0324.Superseded values are not recommended for survey control.
 HF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0324.See file dsdata.txt to determine how the superseded data were derived.
 HF0324
 HF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG891872(NAD 83)
 HF0324_MARKER: DB = BENCH MARK DISK
 HF0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0324_STAMPING: D 241 1934
 HF0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0324+STABILITY: SURFACE MOTION
 HF0324
 HF0324  HISTORY     - Date     Condition        Report By
 HF0324  HISTORY     - 1934     MONUMENTED       CGS
 HF0324  HISTORY     - 1940     GOOD             NGS
 HF0324  HISTORY     - 20060627 MARK NOT FOUND   INDIV
 HF0324
 HF0324                          STATION DESCRIPTION
 HF0324
 HF0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HF0324'IN ELDORADO.
 HF0324'IN ELDORADO, BENCH MARK IS ON THE RIGHT-OF-WAY OF THE ATCHISON,
 HF0324'TOPEKA AND SANTA FE RAILROAD.  IN THE SOUTHWEST CORNER OF A
 HF0324'SMALL PARK SOUTH OF THE RAILROAD DEPOT.  38 FEET EAST OF CENTER
 HF0324'LINE OF MAIN TRACK.  30 FEET SOUTH OF SOUTH FACE OF THE DEPOT.
 HF0324'STD. DISK B M IN A 6 X 6 INCH PRECASE CONCRETE POST PROJECTING
 HF0324'1 INCH.  NO 4 X 4 INCH WOODEN POST SET--BENCH MARK IS TO NEAR
 HF0324'A BUILDING PLATFORM.
 HF0324
 HF0324                          STATION RECOVERY (2006)
 HF0324
 HF0324'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HF0324'RAILROAD DEPOT AT INTERSECTION OF LOCUST AND GORDY STREETS IS
 HF0324'ABANDONED AND FENCED OFF.  MAIN RAILROAD TRACK HAS BEEN REMOVED.
 HF0324'SMALL PARK SOUTH OF DEPOT NO LONGER EXISTS.  IF BENCHMARK STILL EXISTS
 HF0324'IT IS PROBABLY BEHIND THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0144 ***********************************************************************
 HF0144  DESIGNATION -  D 243
 HF0144  PID         -  HF0144
 HF0144  STATE/COUNTY-  KS/ELK
 HF0144  USGS QUAD   -  MOLINE (1979)
 HF0144
 HF0144                         *CURRENT SURVEY CONTROL
 HF0144  ___________________________________________________________________
 HF0144* NAD 83(1986)-  37 21 25.     (N)    096 19 38.     (W)     SCALED    
 HF0144* NAVD 88     -       332.424  (meters)    1090.63   (feet)  ADJUSTED  
 HF0144  ___________________________________________________________________
 HF0144  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 HF0144  DYNAMIC HT  -         332.153 (meters)    1089.74  (feet)  COMP
 HF0144  MODELED GRAV-     979,805.5   (mgal)                       NAVD 88
 HF0144
 HF0144  VERT ORDER  -  SECOND    CLASS 0
 HF0144
 HF0144.The horizontal coordinates were scaled from a topographic map and have
 HF0144.an estimated accuracy of +/- 6 seconds.
 HF0144
 HF0144.The orthometric height was determined by differential leveling
 HF0144.and adjusted by the National Geodetic Survey in June 1991..
 HF0144
 HF0144.The geoid height was determined by GEOID03.
 HF0144
 HF0144.The dynamic height is computed by dividing the NAVD 88
 HF0144.geopotential number by the normal gravity value computed on the
 HF0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0144.degrees latitude (g = 980.6199 gals.).
 HF0144
 HF0144.The modeled gravity was interpolated from observed gravity values.
 HF0144
 HF0144;                    North         East    Units  Estimated Accuracy
 HF0144;SPC KS S     -   478,850.      592,470.      MT  (+/- 180 meters Scaled)
 HF0144
 HF0144                          SUPERSEDED SURVEY CONTROL
 HF0144
 HF0144  NGVD 29 (??/??/92)  332.269  (m)         1090.12   (f) ADJ UNCH    2 0
 HF0144
 HF0144.Superseded values are not recommended for survey control.
 HF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0144.See file dsdata.txt to determine how the superseded data were derived.
 HF0144
 HF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG367378(NAD 83)
 HF0144_MARKER: DB = BENCH MARK DISK
 HF0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0144_STAMPING: D 243 1935
 HF0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0144+STABILITY: SURFACE MOTION
 HF0144
 HF0144  HISTORY     - Date     Condition        Report By
 HF0144  HISTORY     - 1935     MONUMENTED       CGS
 HF0144  HISTORY     - 1962     GOOD             NGS
 HF0144  HISTORY     - 1981     MARK NOT FOUND   KSDT
 HF0144  HISTORY     - 1981     MARK NOT FOUND   KSDT
 HF0144
 HF0144                          STATION DESCRIPTION
 HF0144
 HF0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0144'1.4 MI W FROM MOLINE.
 HF0144'1.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0144'FROM MOLINE, ELK COUNTY, 8-1/2 POLES EAST OF MILEPOST 204, AT
 HF0144'A COUNTY ROAD CROSSING, 48 FEET NORTH OF THE CENTERLINE OF THE
 HF0144'TRACK, 25 FEET WEST OF THE ROAD, AND 10 FEET WEST OF A FENCE
 HF0144'CORNER.  A STANDARD DISK, STAMPED D 243 1935 AND SET IN THE
 HF0144'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HF0144
 HF0144                          STATION RECOVERY (1981)
 HF0144
 HF0144'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 HF0144'MARK NOT FOUND.
 HF0144
 HF0144                          STATION RECOVERY (1981)
 HF0144
 HF0144'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 HF0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0566 ***********************************************************************
 HE0566  DESIGNATION -  D 244
 HE0566  PID         -  HE0566
 HE0566  STATE/COUNTY-  KS/MONTGOMERY
 HE0566  USGS QUAD   -  INDEPENDENCE (1979)
 HE0566
 HE0566                         *CURRENT SURVEY CONTROL
 HE0566  ___________________________________________________________________
 HE0566* NAD 83(1986)-  37 13 54.     (N)    095 42 59.     (W)     SCALED    
 HE0566* NAVD 88     -       243.439  (meters)     798.68   (feet)  ADJUSTED  
 HE0566  ___________________________________________________________________
 HE0566  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HE0566  DYNAMIC HT  -         243.245 (meters)     798.05  (feet)  COMP
 HE0566  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 HE0566
 HE0566  VERT ORDER  -  SECOND    CLASS 0
 HE0566
 HE0566.The horizontal coordinates were scaled from a topographic map and have
 HE0566.an estimated accuracy of +/- 6 seconds.
 HE0566
 HE0566.The orthometric height was determined by differential leveling
 HE0566.and adjusted by the National Geodetic Survey in June 1991..
 HE0566
 HE0566.The geoid height was determined by GEOID03.
 HE0566
 HE0566.The dynamic height is computed by dividing the NAVD 88
 HE0566.geopotential number by the normal gravity value computed on the
 HE0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0566.degrees latitude (g = 980.6199 gals.).
 HE0566
 HE0566.The modeled gravity was interpolated from observed gravity values.
 HE0566
 HE0566;                    North         East    Units  Estimated Accuracy
 HE0566;SPC KS S     -   466,390.      646,990.      MT  (+/- 180 meters Scaled)
 HE0566
 HE0566                          SUPERSEDED SURVEY CONTROL
 HE0566
 HE0566  NGVD 29 (??/??/92)  243.298  (m)          798.22   (f) ADJ UNCH    2 0
 HE0566
 HE0566.Superseded values are not recommended for survey control.
 HE0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0566.See file dsdata.txt to determine how the superseded data were derived.
 HE0566
 HE0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB590240(NAD 83)
 HE0566_MARKER: DB = BENCH MARK DISK
 HE0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0566_STAMPING: D 244 1935
 HE0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0566+STABILITY: SURFACE MOTION
 HE0566
 HE0566  HISTORY     - Date     Condition        Report By
 HE0566  HISTORY     - 1935     MONUMENTED       CGS
 HE0566  HISTORY     - 1959     MARK NOT FOUND   NGS
 HE0566
 HE0566                          STATION DESCRIPTION
 HE0566
 HE0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HE0566'AT INDEPENDENCE.
 HE0566'AT INDEPENDENCE, MONTGOMERY COUNTY, ON THE ATCHISON, TOPEKA
 HE0566'AND SANTA FE RAILWAY, 70 FEET WEST OF THE WEST FACE OF THE
 HE0566'STATION, IN THE NORTH END OF THE RAILROAD PARK, AND 33 FEET
 HE0566'SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 HE0566'STAMPED D 244 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 HE0566'WITH THE GROUND.  NOTE-- A NEW HANDCAR SIDING HAS BEEN BUILT AT
 HE0566'THIS POINT, AND CHAT HAS BEEN ADDED TO RAISE THE HEIGHT OF THE
 HE0566'GROUND.  A STATION AGENT RECALLS SEEING THE MARKER PRIOR TO THE
 HE0566'BUILDING OF THE HANDCAR SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0609 ***********************************************************************
 HE0609  DESIGNATION -  D 245
 HE0609  PID         -  HE0609
 HE0609  STATE/COUNTY-  KS/WILSON
 HE0609  USGS QUAD   -  BUFFALO (1959)
 HE0609
 HE0609                         *CURRENT SURVEY CONTROL
 HE0609  ___________________________________________________________________
 HE0609* NAD 83(1986)-  37 42 39.     (N)    095 42 08.     (W)     SCALED    
 HE0609* NAVD 88     -       275.100  (meters)     902.56   (feet)  ADJUSTED  
 HE0609  ___________________________________________________________________
 HE0609  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 HE0609  DYNAMIC HT  -         274.887 (meters)     901.86  (feet)  COMP
 HE0609  MODELED GRAV-     979,848.1   (mgal)                       NAVD 88
 HE0609
 HE0609  VERT ORDER  -  SECOND    CLASS 0
 HE0609
 HE0609.The horizontal coordinates were scaled from a topographic map and have
 HE0609.an estimated accuracy of +/- 6 seconds.
 HE0609
 HE0609.The orthometric height was determined by differential leveling
 HE0609.and adjusted by the National Geodetic Survey in June 1991..
 HE0609
 HE0609.The geoid height was determined by GEOID03.
 HE0609
 HE0609.The dynamic height is computed by dividing the NAVD 88
 HE0609.geopotential number by the normal gravity value computed on the
 HE0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0609.degrees latitude (g = 980.6199 gals.).
 HE0609
 HE0609.The modeled gravity was interpolated from observed gravity values.
 HE0609
 HE0609;                    North         East    Units  Estimated Accuracy
 HE0609;SPC KS S     -   519,590.      646,650.      MT  (+/- 180 meters Scaled)
 HE0609
 HE0609                          SUPERSEDED SURVEY CONTROL
 HE0609
 HE0609  NGVD 29 (??/??/92)  274.957  (m)          902.09   (f) ADJ UNCH    2 0
 HE0609
 HE0609.Superseded values are not recommended for survey control.
 HE0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0609.See file dsdata.txt to determine how the superseded data were derived.
 HE0609
 HE0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB618771(NAD 83)
 HE0609_MARKER: DB = BENCH MARK DISK
 HE0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0609+STABILITY: SURFACE MOTION
 HE0609
 HE0609  HISTORY     - Date     Condition        Report By
 HE0609  HISTORY     - 1934     MONUMENTED       CGS
 HE0609
 HE0609                          STATION DESCRIPTION
 HE0609
 HE0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0609'AT BUFFALO.
 HE0609'80 YDS. S. OF BUFFALO DEPOT.  MARK IS LOCATED ALONG THE MO. P.
 HE0609'RAILROAD, 80 YDS. S. OF BUFFALO DEPOT, 6 YDS. E. OF CENTER OF
 HE0609'TRACK, 10 YDS S. OF ROAD CROSSING AT MILE POLE 411-10.  NOTE-- THE
 HE0609'B.M. IS 3.0 FEET WEST OF A TELEPHONE POLE, 8.5 FEET FROM RAILROAD
 HE0609'CROSSING SIGN AND IT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0394 ***********************************************************************
 HE0394  DESIGNATION -  D 246
 HE0394  PID         -  HE0394
 HE0394  STATE/COUNTY-  KS/NEOSHO
 HE0394  USGS QUAD   -  SHAW (1973)
 HE0394
 HE0394                         *CURRENT SURVEY CONTROL
 HE0394  ___________________________________________________________________
 HE0394* NAD 83(1986)-  37 35 11.     (N)    095 16 59.     (W)     SCALED    
 HE0394* NAVD 88     -       270.947  (meters)     888.93   (feet)  ADJUSTED  
 HE0394  ___________________________________________________________________
 HE0394  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HE0394  DYNAMIC HT  -         270.736 (meters)     888.24  (feet)  COMP
 HE0394  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 HE0394
 HE0394  VERT ORDER  -  SECOND    CLASS 0
 HE0394
 HE0394.The horizontal coordinates were scaled from a topographic map and have
 HE0394.an estimated accuracy of +/- 6 seconds.
 HE0394
 HE0394.The orthometric height was determined by differential leveling
 HE0394.and adjusted by the National Geodetic Survey in June 1991..
 HE0394
 HE0394.The geoid height was determined by GEOID03.
 HE0394
 HE0394.The dynamic height is computed by dividing the NAVD 88
 HE0394.geopotential number by the normal gravity value computed on the
 HE0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0394.degrees latitude (g = 980.6199 gals.).
 HE0394
 HE0394.The modeled gravity was interpolated from observed gravity values.
 HE0394
 HE0394;                    North         East    Units  Estimated Accuracy
 HE0394;SPC KS S     -   506,980.      684,060.      MT  (+/- 180 meters Scaled)
 HE0394
 HE0394                          SUPERSEDED SURVEY CONTROL
 HE0394
 HE0394  NGVD 29 (??/??/92)  270.821  (m)          888.52   (f) ADJ UNCH    2 0
 HE0394
 HE0394.Superseded values are not recommended for survey control.
 HE0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0394.See file dsdata.txt to determine how the superseded data were derived.
 HE0394
 HE0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB984623(NAD 83)
 HE0394_MARKER: DB = BENCH MARK DISK
 HE0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0394_STAMPING: D 246 1934
 HE0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0394+STABILITY: SURFACE MOTION
 HE0394
 HE0394  HISTORY     - Date     Condition        Report By
 HE0394  HISTORY     - 1934     MONUMENTED       CGS
 HE0394  HISTORY     - 1964     GOOD             NGS
 HE0394
 HE0394                          STATION DESCRIPTION
 HE0394
 HE0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0394'2.4 MI NW FROM ERIE.
 HE0394'2.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0394'RAILWAY FROM THE STATION AT ERIE, NEOSHO COUNTY, 140 YARDS
 HE0394'EAST OF MILEPOST 12, AT A COUNTY-ROAD CROSSING, 15 FEET SOUTHEAST
 HE0394'OF THE CENTER OF THE CROSSING, 12 FEET NORTH OF THE CENTER LINE
 HE0394'OF THE TRACK, AND 5 FEET SOUTH OF A CROSSING-WARNING SIGN.  A
 HE0394'STANDARD DISK, STAMPED D 246 1934 AND SET IN THE TOP OF A
 HE0394'CONCRETE POST.
 HE0394
 HE0394                          STATION RECOVERY (1964)
 HE0394
 HE0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0238 ***********************************************************************
 HE0238  DESIGNATION -  D 247
 HE0238  PID         -  HE0238
 HE0238  STATE/COUNTY-  KS/CRAWFORD
 HE0238  USGS QUAD   -  PITTSBURG (1978)
 HE0238
 HE0238                         *CURRENT SURVEY CONTROL
 HE0238  ___________________________________________________________________
 HE0238* NAD 83(1986)-  37 23 52.     (N)    094 43 57.     (W)     SCALED    
 HE0238* NAVD 88     -       275.066  (meters)     902.45   (feet)  ADJUSTED  
 HE0238  ___________________________________________________________________
 HE0238  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 HE0238  DYNAMIC HT  -         274.847 (meters)     901.73  (feet)  COMP
 HE0238  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 HE0238
 HE0238  VERT ORDER  -  SECOND    CLASS 0
 HE0238
 HE0238.The horizontal coordinates were scaled from a topographic map and have
 HE0238.an estimated accuracy of +/- 6 seconds.
 HE0238
 HE0238.The orthometric height was determined by differential leveling
 HE0238.and adjusted by the National Geodetic Survey in June 1991..
 HE0238
 HE0238.The geoid height was determined by GEOID03.
 HE0238
 HE0238.The dynamic height is computed by dividing the NAVD 88
 HE0238.geopotential number by the normal gravity value computed on the
 HE0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0238.degrees latitude (g = 980.6199 gals.).
 HE0238
 HE0238.The modeled gravity was interpolated from observed gravity values.
 HE0238
 HE0238;                    North         East    Units  Estimated Accuracy
 HE0238;SPC KS S     -   487,880.      733,500.      MT  (+/- 180 meters Scaled)
 HE0238
 HE0238                          SUPERSEDED SURVEY CONTROL
 HE0238
 HE0238  NGVD 29 (??/??/92)  274.953  (m)          902.08   (f) ADJ UNCH    2 0
 HE0238
 HE0238.Superseded values are not recommended for survey control.
 HE0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0238.See file dsdata.txt to determine how the superseded data were derived.
 HE0238
 HE0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB466404(NAD 83)
 HE0238_MARKER: DB = BENCH MARK DISK
 HE0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0238_STAMPING: D 247 1935
 HE0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0238+STABILITY: SURFACE MOTION
 HE0238
 HE0238  HISTORY     - Date     Condition        Report By
 HE0238  HISTORY     - 1935     MONUMENTED       CGS
 HE0238  HISTORY     - 1953     GOOD             NGS
 HE0238
 HE0238                          STATION DESCRIPTION
 HE0238
 HE0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0238'2.2 MI W FROM PITTSBURG.
 HE0238'2.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0238'STATION AT PITTSBURG, CRAWFORD COUNTY, 3 FEET SOUTH OF THE NINTH
 HE0238'POLE WEST OF MILEPOST 360, 50 FEET WEST OF THE CENTERLINE OF AN
 HE0238'ELECTRIC-RAILROAD TRACK, AND 35 FEET NORTH OF THE CENTERLINE OF
 HE0238'THE M.P.R.R. MAIN TRACK.  A STANDARD DISK SET IN THE TOP OF A
 HE0238'CONCRETE POST.
 HE0238
 HE0238                          STATION RECOVERY (1953)
 HE0238
 HE0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HE0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0069 ***********************************************************************
 HF0069  DESIGNATION -  D 25
 HF0069  PID         -  HF0069
 HF0069  STATE/COUNTY-  KS/GREENWOOD
 HF0069  USGS QUAD   -  VIRGIL (1969)
 HF0069
 HF0069                         *CURRENT SURVEY CONTROL
 HF0069  ___________________________________________________________________
 HF0069* NAD 83(1986)-  37 57 14.     (N)    096 00 22.     (W)     SCALED    
 HF0069* NAVD 88     -       298.564  (meters)     979.54   (feet)  ADJUSTED  
 HF0069  ___________________________________________________________________
 HF0069  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 HF0069  DYNAMIC HT  -         298.338 (meters)     978.80  (feet)  COMP
 HF0069  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 HF0069
 HF0069  VERT ORDER  -  FIRST     CLASS II
 HF0069
 HF0069.The horizontal coordinates were scaled from a topographic map and have
 HF0069.an estimated accuracy of +/- 6 seconds.
 HF0069
 HF0069.The orthometric height was determined by differential leveling
 HF0069.and adjusted by the National Geodetic Survey in June 1991..
 HF0069
 HF0069.The geoid height was determined by GEOID03.
 HF0069
 HF0069.The dynamic height is computed by dividing the NAVD 88
 HF0069.geopotential number by the normal gravity value computed on the
 HF0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0069.degrees latitude (g = 980.6199 gals.).
 HF0069
 HF0069.The modeled gravity was interpolated from observed gravity values.
 HF0069
 HF0069;                    North         East    Units  Estimated Accuracy
 HF0069;SPC KS S     -   545,790.      619,140.      MT  (+/- 180 meters Scaled)
 HF0069
 HF0069                          SUPERSEDED SURVEY CONTROL
 HF0069
 HF0069  NGVD 29 (??/??/92)  298.424  (m)          979.08   (f) ADJ UNCH    1 2
 HF0069
 HF0069.Superseded values are not recommended for survey control.
 HF0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0069.See file dsdata.txt to determine how the superseded data were derived.
 HF0069
 HF0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH630049(NAD 83)
 HF0069_MARKER: DB = BENCH MARK DISK
 HF0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0069_STAMPING: D 25 1933
 HF0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0069+STABILITY: SURFACE MOTION
 HF0069
 HF0069  HISTORY     - Date     Condition        Report By
 HF0069  HISTORY     - 1933     MONUMENTED       CGS
 HF0069
 HF0069                          STATION DESCRIPTION
 HF0069
 HF0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0069'1.9 MI S FROM VIRGIL.
 HF0069'1.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0069'FROM THE STATION AT VIRGIL, GREENWOOD COUNTY, 60 YARDS NORTH
 HF0069'OF THE DIVISION POST BETWEEN RAILROAD SECTIONS 28 AND 26, AT
 HF0069'THE CROSSING OF AN EAST-AND-WEST ROAD, 44.5 FEET EAST OF THE
 HF0069'EAST RAIL, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 HF0069'IN THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED
 HF0069'D 25 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HF0069'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0291 ***********************************************************************
 HE0291  DESIGNATION -  D 251
 HE0291  PID         -  HE0291
 HE0291  STATE/COUNTY-  KS/BOURBON
 HE0291  USGS QUAD   -  HAMMOND (1977)
 HE0291
 HE0291                         *CURRENT SURVEY CONTROL
 HE0291  ___________________________________________________________________
 HE0291* NAD 83(1986)-  37 55 15.     (N)    094 41 28.     (W)     SCALED    
 HE0291* NAVD 88     -       263.782  (meters)     865.42   (feet)  ADJUSTED  
 HE0291  ___________________________________________________________________
 HE0291  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 HE0291  DYNAMIC HT  -         263.587 (meters)     864.78  (feet)  COMP
 HE0291  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 HE0291
 HE0291  VERT ORDER  -  SECOND    CLASS 0
 HE0291
 HE0291.The horizontal coordinates were scaled from a topographic map and have
 HE0291.an estimated accuracy of +/- 6 seconds.
 HE0291
 HE0291.The orthometric height was determined by differential leveling
 HE0291.and adjusted by the National Geodetic Survey in June 1991..
 HE0291
 HE0291.The geoid height was determined by GEOID03.
 HE0291
 HE0291.The dynamic height is computed by dividing the NAVD 88
 HE0291.geopotential number by the normal gravity value computed on the
 HE0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0291.degrees latitude (g = 980.6199 gals.).
 HE0291
 HE0291.The modeled gravity was interpolated from observed gravity values.
 HE0291
 HE0291;                    North         East    Units  Estimated Accuracy
 HE0291;SPC KS S     -   546,030.      734,790.      MT  (+/- 180 meters Scaled)
 HE0291
 HE0291                          SUPERSEDED SURVEY CONTROL
 HE0291
 HE0291  NGVD 29 (??/??/92)  263.660  (m)          865.02   (f) ADJ UNCH    2 0
 HE0291
 HE0291.Superseded values are not recommended for survey control.
 HE0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0291.See file dsdata.txt to determine how the superseded data were derived.
 HE0291
 HE0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB513983(NAD 83)
 HE0291_MARKER: DB = BENCH MARK DISK
 HE0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0291_STAMPING: D 251 1934
 HE0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0291+STABILITY: SURFACE MOTION
 HE0291
 HE0291  HISTORY     - Date     Condition        Report By
 HE0291  HISTORY     - 1934     MONUMENTED       CGS
 HE0291  HISTORY     - 1974     MARK NOT FOUND   KSDT
 HE0291  HISTORY     - 1974     MARK NOT FOUND   KSDT
 HE0291
 HE0291                          STATION DESCRIPTION
 HE0291
 HE0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0291'1.1 MI S FROM HAMMOND.
 HE0291'1.1 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0291'HAMMOND, BOURBON COUNTY, 4 FEET NORTHEAST OF THE THIRTY-FOURTH
 HE0291'POLE SOUTH OF MILEPOST 92, 33 FEET SOUTH OF THE CENTERLINE OF
 HE0291'THE ROAD, AND 39 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.
 HE0291'A STANDARD DISK, STAMPED D 251 1934 AND SET IN THE TOP OF A
 HE0291'CONCRETE POST.
 HE0291
 HE0291                          STATION RECOVERY (1974)
 HE0291
 HE0291'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1974
 HE0291'MARK NOT FOUND.
 HE0291
 HE0291                          STATION RECOVERY (1974)
 HE0291
 HE0291'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1974
 HE0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0715 ***********************************************************************
 JE0715  DESIGNATION -  D 252 RESET
 JE0715  PID         -  JE0715
 JE0715  STATE/COUNTY-  KS/MIAMI
 JE0715  USGS QUAD   -  FONTANA (1978)
 JE0715
 JE0715                         *CURRENT SURVEY CONTROL
 JE0715  ___________________________________________________________________
 JE0715* NAD 83(1986)-  38 27 35.     (N)    094 51 52.     (W)     SCALED    
 JE0715* NAVD 88     -       267.871  (meters)     878.84   (feet)  ADJUSTED  
 JE0715  ___________________________________________________________________
 JE0715  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE0715  DYNAMIC HT  -         267.683 (meters)     878.22  (feet)  COMP
 JE0715  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 JE0715
 JE0715  VERT ORDER  -  SECOND    CLASS 0
 JE0715
 JE0715.The horizontal coordinates were scaled from a topographic map and have
 JE0715.an estimated accuracy of +/- 6 seconds.
 JE0715
 JE0715.The orthometric height was determined by differential leveling
 JE0715.and adjusted by the National Geodetic Survey in June 1991..
 JE0715
 JE0715.The geoid height was determined by GEOID03.
 JE0715
 JE0715.The dynamic height is computed by dividing the NAVD 88
 JE0715.geopotential number by the normal gravity value computed on the
 JE0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0715.degrees latitude (g = 980.6199 gals.).
 JE0715
 JE0715.The modeled gravity was interpolated from observed gravity values.
 JE0715
 JE0715;                    North         East    Units  Estimated Accuracy
 JE0715;SPC KS S     -   605,190.      717,230.      MT  (+/- 180 meters Scaled)
 JE0715
 JE0715                          SUPERSEDED SURVEY CONTROL
 JE0715
 JE0715  NGVD 29 (??/??/92)  267.719  (m)          878.34   (f) ADJ UNCH    2 0
 JE0715
 JE0715.Superseded values are not recommended for survey control.
 JE0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0715.See file dsdata.txt to determine how the superseded data were derived.
 JE0715
 JE0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC373584(NAD 83)
 JE0715_MARKER: DB = BENCH MARK DISK
 JE0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0715_SP_SET: CULVERT
 JE0715_STAMPING: D 252 RESET 1949
 JE0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0715
 JE0715  HISTORY     - Date     Condition        Report By
 JE0715  HISTORY     - 1949     MONUMENTED       CGS
 JE0715
 JE0715                          STATION DESCRIPTION
 JE0715
 JE0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JE0715'2.8 MI NW FROM FONTANA.
 JE0715'2.85 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILROAD
 JE0715'FROM THE RAILROAD STATION AT FONTANA, IN THE SOUTH END OF THE
 JE0715'EAST HEADWALL OF A 4 X 4 FOOT CONCRETE BOX CULVERT, 391.0 FEET
 JE0715'SOUTH OF THE CENTER LINE OF THE ROAD, 53.6 FEET NORTHWEST OF
 JE0715'MILE POST 51-25, 12.0 FEET EAST OF THE EAST RAIL, 2.0 FEET
 JE0715'BELOW THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0221 ***********************************************************************
 HE0221  DESIGNATION -  D 253
 HE0221  PID         -  HE0221
 HE0221  STATE/COUNTY-  KS/CRAWFORD
 HE0221  USGS QUAD   -  RADLEY (1977)
 HE0221
 HE0221                         *CURRENT SURVEY CONTROL
 HE0221  ___________________________________________________________________
 HE0221* NAD 83(1986)-  37 29 04.     (N)    094 49 59.     (W)     SCALED    
 HE0221* NAVD 88     -       293.373  (meters)     962.51   (feet)  ADJUSTED  
 HE0221  ___________________________________________________________________
 HE0221  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HE0221  DYNAMIC HT  -         293.142 (meters)     961.75  (feet)  COMP
 HE0221  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 HE0221
 HE0221  VERT ORDER  -  SECOND    CLASS 0
 HE0221
 HE0221.The horizontal coordinates were scaled from a topographic map and have
 HE0221.an estimated accuracy of +/- 6 seconds.
 HE0221
 HE0221.The orthometric height was determined by differential leveling
 HE0221.and adjusted by the National Geodetic Survey in June 1991..
 HE0221
 HE0221.The geoid height was determined by GEOID03.
 HE0221
 HE0221.The dynamic height is computed by dividing the NAVD 88
 HE0221.geopotential number by the normal gravity value computed on the
 HE0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0221.degrees latitude (g = 980.6199 gals.).
 HE0221
 HE0221.The modeled gravity was interpolated from observed gravity values.
 HE0221
 HE0221;                    North         East    Units  Estimated Accuracy
 HE0221;SPC KS S     -   497,140.      724,220.      MT  (+/- 180 meters Scaled)
 HE0221
 HE0221                          SUPERSEDED SURVEY CONTROL
 HE0221
 HE0221  NGVD 29 (??/??/92)  293.254  (m)          962.12   (f) ADJ UNCH    2 0
 HE0221
 HE0221.Superseded values are not recommended for survey control.
 HE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0221.See file dsdata.txt to determine how the superseded data were derived.
 HE0221
 HE0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB379501(NAD 83)
 HE0221_MARKER: DB = BENCH MARK DISK
 HE0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0221_STAMPING: D 253 1934
 HE0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0221+STABILITY: SURFACE MOTION
 HE0221
 HE0221  HISTORY     - Date     Condition        Report By
 HE0221  HISTORY     - 1934     MONUMENTED       CGS
 HE0221
 HE0221                          STATION DESCRIPTION
 HE0221
 HE0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0221'1.8 MI S FROM GIRARD.
 HE0221'1.8 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0221'THE STATION AT GIRARD, CRAWFORD COUNTY, 5 FEET EAST OF THE
 HE0221'FIFTEENTH POLE SOUTH OF MILEPOST 126, 32 FEET SOUTH OF THE
 HE0221'CENTERLINE OF A ROAD, 43 FEET EAST OF THE CENTERLINE OF THE
 HE0221'MAIN TRACK, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 HE0221'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0656 ***********************************************************************
 KE0656  DESIGNATION -  D 256
 KE0656  PID         -  KE0656
 KE0656  STATE/COUNTY-  KS/JEFFERSON
 KE0656  USGS QUAD   -  OSKALOOSA (1974)
 KE0656
 KE0656                         *CURRENT SURVEY CONTROL
 KE0656  ___________________________________________________________________
 KE0656* NAD 83(1986)-  39 12 05.     (N)    095 17 32.     (W)     SCALED    
 KE0656* NAVD 88     -       346.293  (meters)    1136.13   (feet)  ADJUSTED  
 KE0656  ___________________________________________________________________
 KE0656  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 KE0656  DYNAMIC HT  -         346.068 (meters)    1135.39  (feet)  COMP
 KE0656  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 KE0656
 KE0656  VERT ORDER  -  SECOND    CLASS 0
 KE0656
 KE0656.The horizontal coordinates were scaled from a topographic map and have
 KE0656.an estimated accuracy of +/- 6 seconds.
 KE0656
 KE0656.The orthometric height was determined by differential leveling
 KE0656.and adjusted by the National Geodetic Survey in June 1991..
 KE0656
 KE0656.The geoid height was determined by GEOID03.
 KE0656
 KE0656.The dynamic height is computed by dividing the NAVD 88
 KE0656.geopotential number by the normal gravity value computed on the
 KE0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0656.degrees latitude (g = 980.6199 gals.).
 KE0656
 KE0656.The modeled gravity was interpolated from observed gravity values.
 KE0656
 KE0656;                    North         East    Units  Estimated Accuracy
 KE0656;SPC KS N     -    99,860.      633,850.      MT  (+/- 180 meters Scaled)
 KE0656
 KE0656                          SUPERSEDED SURVEY CONTROL
 KE0656
 KE0656  NGVD 29 (??/??/92)  346.209  (m)         1135.85   (f) ADJ UNCH    2 0
 KE0656
 KE0656.Superseded values are not recommended for survey control.
 KE0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0656.See file dsdata.txt to determine how the superseded data were derived.
 KE0656
 KE0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD020416(NAD 83)
 KE0656_MARKER: DB = BENCH MARK DISK
 KE0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0656_SP_SET: CULVERT
 KE0656_STAMPING: D 256 1938
 KE0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0656+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 KE0656
 KE0656  HISTORY     - Date     Condition        Report By
 KE0656  HISTORY     - 1938     MONUMENTED       CGS
 KE0656  HISTORY     - 1950     GOOD             NGS
 KE0656  HISTORY     - 20060903 GOOD             GEOCAC
 KE0656
 KE0656                          STATION DESCRIPTION
 KE0656
 KE0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0656'2.1 MI E FROM OSKALOOSA.
 KE0656'2.1 MILES EAST ALONG STATE HIGHWAYS 16 AND 92 FROM THE COUNTY
 KE0656'COURTHOUSE AT OSKALOOSA, JEFFERSON COUNTY, AT THE INTERSECTION
 KE0656'OF A NORTH-AND-SOUTH DIRT ROAD, 25.4 FEET NORTHEAST OF THE
 KE0656'CENTER OF THE INTERSECTION, 23.2 FEET NORTH OF THE CENTERLINE
 KE0656'OF THE HIGHWAY, 14 FEET EAST OF THE CENTERLINE OF THE ROAD,
 KE0656'IN THE TOP OF THE SOUTHEAST WING WALL OF A CONCRETE-TILE CULVERT,
 KE0656'AND 6 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 KE0656'D 256 1938.
 KE0656
 KE0656                          STATION RECOVERY (2006)
 KE0656
 KE0656'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE0656'IN THE NORTHEAST QUADRANT OF K-16 AND RAWLINGS RD.
 KE0656' 
 KE0656'HH2 N39 12 05.5 W95 17 31.9
 KE0656' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1039 ***********************************************************************
 JE1039  DESIGNATION -  D 257
 JE1039  PID         -  JE1039
 JE1039  STATE/COUNTY-  KS/ANDERSON
 JE1039  USGS QUAD   -  KINCAID (1983)
 JE1039
 JE1039                         *CURRENT SURVEY CONTROL
 JE1039  ___________________________________________________________________
 JE1039* NAD 83(1986)-  38 06 57.     (N)    095 07 55.     (W)     SCALED    
 JE1039* NAVD 88     -       329.241  (meters)    1080.18   (feet)  ADJUSTED  
 JE1039  ___________________________________________________________________
 JE1039  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JE1039  DYNAMIC HT  -         328.993 (meters)    1079.37  (feet)  COMP
 JE1039  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 JE1039
 JE1039  VERT ORDER  -  SECOND    CLASS 0
 JE1039
 JE1039.The horizontal coordinates were scaled from a topographic map and have
 JE1039.an estimated accuracy of +/- 6 seconds.
 JE1039
 JE1039.The orthometric height was determined by differential leveling
 JE1039.and adjusted by the National Geodetic Survey in June 1991..
 JE1039.WARNING-Repeat measurements at this control monument indicate possible
 JE1039.vertical movement.
 JE1039
 JE1039.The geoid height was determined by GEOID03.
 JE1039
 JE1039.The dynamic height is computed by dividing the NAVD 88
 JE1039.geopotential number by the normal gravity value computed on the
 JE1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1039.degrees latitude (g = 980.6199 gals.).
 JE1039
 JE1039.The modeled gravity was interpolated from observed gravity values.
 JE1039
 JE1039;                    North         East    Units  Estimated Accuracy
 JE1039;SPC KS S     -   566,170.      695,280.      MT  (+/- 180 meters Scaled)
 JE1039
 JE1039                          SUPERSEDED SURVEY CONTROL
 JE1039
 JE1039  NGVD 29 (??/??/92)  329.098  (m)         1079.72   (f) ADJ UNCH    2 0
 JE1039
 JE1039.Superseded values are not recommended for survey control.
 JE1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1039.See file dsdata.txt to determine how the superseded data were derived.
 JE1039
 JE1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC131208(NAD 83)
 JE1039_MARKER: DB = BENCH MARK DISK
 JE1039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1039_SP_SET: TOWER BASE
 JE1039_STAMPING: D 257 1938
 JE1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1039
 JE1039  HISTORY     - Date     Condition        Report By
 JE1039  HISTORY     - 1938     MONUMENTED       CGS
 JE1039  HISTORY     - 1950     GOOD             NGS
 JE1039
 JE1039                          STATION DESCRIPTION
 JE1039
 JE1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JE1039'2.1 MI N FROM KINCAID.
 JE1039'2.1 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 JE1039'THE STATION AT KINCAID, ANDERSON COUNTY, 365 FEET NORTH OF
 JE1039'MILEPOST 80, 0.3 MILE NORTH OF A DIRT-ROAD CROSSING, AT SIGNAL
 JE1039'TOWER 798, IN THE WEST FACE OF THE CONCRETE BASE, 10.2 FEET
 JE1039'EAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET ABOVE THE TOP
 JE1039'OF THE RAIL.  A STANDARD DISK, STAMPED D 257 1938 AND SET
 JE1039'VERTICALLY.
 JE1039
 JE1039                          STATION RECOVERY (1950)
 JE1039
 JE1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0259 ***********************************************************************
 KE0259  DESIGNATION -  D 259
 KE0259  PID         -  KE0259
 KE0259  STATE/COUNTY-  KS/WYANDOTTE
 KE0259  USGS QUAD   -  SHAWNEE (1991)
 KE0259
 KE0259                         *CURRENT SURVEY CONTROL
 KE0259  ___________________________________________________________________
 KE0259* NAD 83(1986)-  39 04 38.     (N)    094 39 42.     (W)     SCALED    
 KE0259* NAVD 88     -       229.883  (meters)     754.21   (feet)  ADJUSTED  
 KE0259  ___________________________________________________________________
 KE0259  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE0259  DYNAMIC HT  -         229.733 (meters)     753.72  (feet)  COMP
 KE0259  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 KE0259
 KE0259  VERT ORDER  -  SECOND    CLASS 0
 KE0259
 KE0259.The horizontal coordinates were scaled from a topographic map and have
 KE0259.an estimated accuracy of +/- 6 seconds.
 KE0259
 KE0259.The orthometric height was determined by differential leveling
 KE0259.and adjusted by the National Geodetic Survey in June 1991..
 KE0259
 KE0259.The geoid height was determined by GEOID03.
 KE0259
 KE0259.The dynamic height is computed by dividing the NAVD 88
 KE0259.geopotential number by the normal gravity value computed on the
 KE0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0259.degrees latitude (g = 980.6199 gals.).
 KE0259
 KE0259.The modeled gravity was interpolated from observed gravity values.
 KE0259
 KE0259;                    North         East    Units  Estimated Accuracy
 KE0259;SPC KS N     -    87,900.      688,800.      MT  (+/- 180 meters Scaled)
 KE0259
 KE0259                          SUPERSEDED SURVEY CONTROL
 KE0259
 KE0259  NGVD 29 (??/??/92)  229.788  (m)          753.90   (f) ADJ UNCH    2 0
 KE0259
 KE0259.Superseded values are not recommended for survey control.
 KE0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0259.See file dsdata.txt to determine how the superseded data were derived.
 KE0259
 KE0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD562266(NAD 83)
 KE0259_MARKER: DB = BENCH MARK DISK
 KE0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0259_SP_SET: CONCRETE BASE
 KE0259_STAMPING: D 259 1940
 KE0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0259
 KE0259  HISTORY     - Date     Condition        Report By
 KE0259  HISTORY     - 1940     MONUMENTED       CGS
 KE0259  HISTORY     - 1951     GOOD             NGS
 KE0259  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0259
 KE0259                          STATION DESCRIPTION
 KE0259
 KE0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0259'AT KANSAS CITY.
 KE0259'AT KANSAS CITY, WYANDOTTE COUNTY, ON THE ATCHISON, TOPEKA
 KE0259'AND SANTA RE RAILWAY, 0.1 MILE WEST OF THE STATION AT ARGENTINE,
 KE0259'UNDER THE ARGENTINE BRIDGE, 24 FEET SOUTH OF THE CENTERLINE
 KE0259'OF THE SOUTH MAIN TRACK, AT THE WEST STEEL BRIDGE COLUMN, IN
 KE0259'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE, 1 FOOT
 KE0259'WEST OF THE EAST EDGE OF THE BASE, AND 0.8 FOOT SOUTH OF THE
 KE0259'NORTH EDGE.  A STANDARD DISK, STAMPED D 259 1940.
 KE0259
 KE0259                          STATION RECOVERY (1986)
 KE0259
 KE0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0259'THE DISK HAS BEEN REMOVERED FROM THE PIER BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0483 ***********************************************************************
 HE0483  DESIGNATION -  D 26
 HE0483  PID         -  HE0483
 HE0483  STATE/COUNTY-  KS/MONTGOMERY
 HE0483  USGS QUAD   -  INDEPENDENCE (1979)
 HE0483
 HE0483                         *CURRENT SURVEY CONTROL
 HE0483  ___________________________________________________________________
 HE0483* NAD 83(1986)-  37 13 26.     (N)    095 43 27.     (W)     SCALED    
 HE0483* NAVD 88     -       235.989  (meters)     774.24   (feet)  ADJUSTED  
 HE0483  ___________________________________________________________________
 HE0483  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 HE0483  DYNAMIC HT  -         235.801 (meters)     773.62  (feet)  COMP
 HE0483  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 HE0483
 HE0483  VERT ORDER  -  FIRST     CLASS II
 HE0483
 HE0483.The horizontal coordinates were scaled from a topographic map and have
 HE0483.an estimated accuracy of +/- 6 seconds.
 HE0483
 HE0483.The orthometric height was determined by differential leveling
 HE0483.and adjusted by the National Geodetic Survey in June 1991..
 HE0483
 HE0483.The geoid height was determined by GEOID03.
 HE0483
 HE0483.The dynamic height is computed by dividing the NAVD 88
 HE0483.geopotential number by the normal gravity value computed on the
 HE0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0483.degrees latitude (g = 980.6199 gals.).
 HE0483
 HE0483.The modeled gravity was interpolated from observed gravity values.
 HE0483
 HE0483;                    North         East    Units  Estimated Accuracy
 HE0483;SPC KS S     -   465,510.      646,320.      MT  (+/- 180 meters Scaled)
 HE0483
 HE0483                          SUPERSEDED SURVEY CONTROL
 HE0483
 HE0483  NGVD 29 (??/??/92)  235.848  (m)          773.78   (f) ADJ UNCH    1 2
 HE0483
 HE0483.Superseded values are not recommended for survey control.
 HE0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0483.See file dsdata.txt to determine how the superseded data were derived.
 HE0483
 HE0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB583231(NAD 83)
 HE0483_MARKER: DB = BENCH MARK DISK
 HE0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0483_STAMPING: D 26 1933
 HE0483_MARK LOGO: CGS   
 HE0483_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0483+STABILITY: SURFACE MOTION
 HE0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0483+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1997
 HE0483
 HE0483  HISTORY     - Date     Condition        Report By
 HE0483  HISTORY     - 1933     MONUMENTED       CGS
 HE0483  HISTORY     - 1958     POOR             NGS
 HE0483  HISTORY     - 19971031 GOOD             NGS
 HE0483
 HE0483                          STATION DESCRIPTION
 HE0483
 HE0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HE0483'AT INDEPENDENCE.
 HE0483'AT INDEPENDENCE, MONTGOMERY COUNTY, ON THE MISSOURI PACIFIC
 HE0483'RAILROAD, 14.7 FEET NORTH OF THE NORTHWEST CORNER OF THE STATION,
 HE0483'IN THE SOUTHWEST CORNER OF THE STATION PARK, AND 21.5 FEET EAST
 HE0483'OF THE EAST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 HE0483'D 26 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HE0483'INCHES ABOVE GROUND.  NOTE-- THIS POST HAS BEEN HIT BY ROAD
 HE0483'GRADER, AND IS LEANING AT A 45 DEGREE ANGLE.
 HE0483
 HE0483                          STATION RECOVERY (1997)
 HE0483
 HE0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HE0483'IN INDEPENDENCE, AT THE INTERSECTION OF MAIN STREET AND THE UNION
 HE0483'PACIFIC RAILROAD, 71.2 M (233.6 FT) NORTH OF THE CENTER OF THE STREET,
 HE0483'47.3 M (155.2 FT) SOUTH OF THE EXTENDED CENTER OF MYRTLE STREET, 8.6 M
 HE0483'(28.2 FT) EAST OF THE NEAR RAIL, 5.1 M (16.7 FT) NORTH OF THE
 HE0483'NORTHEAST CORNER OF A CONCRETE PAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS
 HE0483'POST, 0.1 M (0.3 FT) NORTH OF A METAL GUARD POST, AND THE MONUMENT IS
 HE0483'FLUSH WITH THE GROUND SURFACE.  NOTE--THE 1958 DESCRIPTION DESCRIBED
 HE0483'THE MONUMENT AS LEANING AT A 45 DEGREE ANGLE, BUT IT IS NOW LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1002 ***********************************************************************
 JE1002  DESIGNATION -  D 260
 JE1002  PID         -  JE1002
 JE1002  STATE/COUNTY-  KS/FRANKLIN
 JE1002  USGS QUAD   -  RANTOUL (1983)
 JE1002
 JE1002                         *CURRENT SURVEY CONTROL
 JE1002  ___________________________________________________________________
 JE1002* NAD 83(1986)-  38 33 44.     (N)    095 06 50.     (W)     SCALED    
 JE1002* NAVD 88     -       266.188  (meters)     873.32   (feet)  ADJUSTED  
 JE1002  ___________________________________________________________________
 JE1002  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JE1002  DYNAMIC HT  -         266.002 (meters)     872.71  (feet)  COMP
 JE1002  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 JE1002
 JE1002  VERT ORDER  -  SECOND    CLASS 0
 JE1002
 JE1002.The horizontal coordinates were scaled from a topographic map and have
 JE1002.an estimated accuracy of +/- 6 seconds.
 JE1002
 JE1002.The orthometric height was determined by differential leveling
 JE1002.and adjusted by the National Geodetic Survey in June 1991..
 JE1002
 JE1002.The geoid height was determined by GEOID03.
 JE1002
 JE1002.The dynamic height is computed by dividing the NAVD 88
 JE1002.geopotential number by the normal gravity value computed on the
 JE1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1002.degrees latitude (g = 980.6199 gals.).
 JE1002
 JE1002.The modeled gravity was interpolated from observed gravity values.
 JE1002
 JE1002;                    North         East    Units  Estimated Accuracy
 JE1002;SPC KS S     -   615,740.      695,060.      MT  (+/- 180 meters Scaled)
 JE1002
 JE1002                          SUPERSEDED SURVEY CONTROL
 JE1002
 JE1002  NGVD 29 (??/??/92)  266.058  (m)          872.89   (f) ADJ UNCH    2 0
 JE1002
 JE1002.Superseded values are not recommended for survey control.
 JE1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1002.See file dsdata.txt to determine how the superseded data were derived.
 JE1002
 JE1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC158703(NAD 83)
 JE1002_MARKER: DB = BENCH MARK DISK
 JE1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1002_STAMPING: D 260 1940
 JE1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1002+STABILITY: SURFACE MOTION
 JE1002
 JE1002  HISTORY     - Date     Condition        Report By
 JE1002  HISTORY     - 1940     MONUMENTED       CGS
 JE1002  HISTORY     - 1961     MARK NOT FOUND   NGS
 JE1002
 JE1002                          STATION DESCRIPTION
 JE1002
 JE1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JE1002'1.1 MI NW FROM RANTOUL.
 JE1002'1.1 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE1002'THE STATION AT RANTOUL, FRANKLIN COUNTY, 89 FEET SOUTHWEST
 JE1002'OF SEMAPHORE 3445, MIDWAY BETWEEN POLE 344/8 AND POLE 344/9,
 JE1002'41.7 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, 1
 JE1002'FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET SOUTHEAST
 JE1002'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 JE1002'D 260 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE1002'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1021 ***********************************************************************
 JE1021  DESIGNATION -  D 261
 JE1021  PID         -  JE1021
 JE1021  STATE/COUNTY-  KS/DOUGLAS
 JE1021  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1021
 JE1021                         *CURRENT SURVEY CONTROL
 JE1021  ___________________________________________________________________
 JE1021* NAD 83(1986)-  38 57 17.     (N)    095 11 44.     (W)     SCALED    
 JE1021* NAVD 88     -       250.257  (meters)     821.05   (feet)  ADJUSTED  
 JE1021  ___________________________________________________________________
 JE1021  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JE1021  DYNAMIC HT  -         250.092 (meters)     820.51  (feet)  COMP
 JE1021  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 JE1021
 JE1021  VERT ORDER  -  SECOND    CLASS 0
 JE1021
 JE1021.The horizontal coordinates were scaled from a topographic map and have
 JE1021.an estimated accuracy of +/- 6 seconds.
 JE1021
 JE1021.The orthometric height was determined by differential leveling
 JE1021.and adjusted by the National Geodetic Survey in June 1991..
 JE1021
 JE1021.The geoid height was determined by GEOID03.
 JE1021
 JE1021.The dynamic height is computed by dividing the NAVD 88
 JE1021.geopotential number by the normal gravity value computed on the
 JE1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1021.degrees latitude (g = 980.6199 gals.).
 JE1021
 JE1021.The modeled gravity was interpolated from observed gravity values.
 JE1021
 JE1021;                    North         East    Units  Estimated Accuracy
 JE1021;SPC KS N     -    72,750.      643,050.      MT  (+/- 180 meters Scaled)
 JE1021
 JE1021                          SUPERSEDED SURVEY CONTROL
 JE1021
 JE1021  NGVD 29 (??/??/92)  250.171  (m)          820.77   (f) ADJ UNCH    2 0
 JE1021
 JE1021.Superseded values are not recommended for survey control.
 JE1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1021.See file dsdata.txt to determine how the superseded data were derived.
 JE1021
 JE1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD097140(NAD 83)
 JE1021_MARKER: DB = BENCH MARK DISK
 JE1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1021_STAMPING: D 261 1940
 JE1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1021+STABILITY: SURFACE MOTION
 JE1021
 JE1021  HISTORY     - Date     Condition        Report By
 JE1021  HISTORY     - 1940     MONUMENTED       CGS
 JE1021  HISTORY     - 1951     GOOD             NGS
 JE1021  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE1021
 JE1021                          STATION DESCRIPTION
 JE1021
 JE1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JE1021'2.2 MI E FROM LAWRENCE.
 JE1021'2.2 MILES EAST ALONG RAILROAD FROM STATION IN LAWRENCE.  BENCH
 JE1021'MARK IS ALONG THE RIGHT-OF-WAY OF THE ATCHISON TOPEKA AND SANTA
 JE1021'FE RAILROAD, AT A PRIVATE ROAD CROSSING, 50 FEET WEST OF THE
 JE1021'TWELFTH POLE WEST OF MILEPOST NO. 24, 56.7 FEET NORTHWEST OF
 JE1021'CENTER OF CROSSING, 46.5 FEET NORTH OF CENTER LINE OF TRACK,
 JE1021'20.5 FEET WEST OF CENTER LINE OF DIRT ROAD, 3.0 FEET EAST OF A
 JE1021'4 X 4 WOODEN POST PAINTED WHITE PROJECTING 2 FEET, 2.0 FEET
 JE1021'SOUTH OF RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.2 FOOT.
 JE1021'STAMPED, D 261 1940.
 JE1021
 JE1021                          STATION RECOVERY (1951)
 JE1021
 JE1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1021'RECOVERED IN GOOD CONDITION.
 JE1021
 JE1021                          STATION RECOVERY (1986)
 JE1021
 JE1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0797 ***********************************************************************
 KE0797  DESIGNATION -  D 262
 KE0797  PID         -  KE0797
 KE0797  STATE/COUNTY-  KS/SHAWNEE
 KE0797  USGS QUAD   -  ROSSVILLE (1982)
 KE0797
 KE0797                         *CURRENT SURVEY CONTROL
 KE0797  ___________________________________________________________________
 KE0797* NAD 83(1986)-  39 08 40.     (N)    095 58 03.     (W)     SCALED    
 KE0797* NAVD 88     -       283.951  (meters)     931.60   (feet)  ADJUSTED  
 KE0797  ___________________________________________________________________
 KE0797  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 KE0797  DYNAMIC HT  -         283.769 (meters)     931.00  (feet)  COMP
 KE0797  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 KE0797
 KE0797  VERT ORDER  -  FIRST     CLASS II
 KE0797
 KE0797.The horizontal coordinates were scaled from a topographic map and have
 KE0797.an estimated accuracy of +/- 6 seconds.
 KE0797
 KE0797.The orthometric height was determined by differential leveling
 KE0797.and adjusted by the National Geodetic Survey in June 1991..
 KE0797.WARNING-Repeat measurements at this control monument indicate possible
 KE0797.vertical movement.
 KE0797
 KE0797.The geoid height was determined by GEOID03.
 KE0797
 KE0797.The dynamic height is computed by dividing the NAVD 88
 KE0797.geopotential number by the normal gravity value computed on the
 KE0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0797.degrees latitude (g = 980.6199 gals.).
 KE0797
 KE0797.The modeled gravity was interpolated from observed gravity values.
 KE0797
 KE0797;                    North         East    Units  Estimated Accuracy
 KE0797;SPC KS N     -    92,010.      575,690.      MT  (+/- 180 meters Scaled)
 KE0797
 KE0797                          SUPERSEDED SURVEY CONTROL
 KE0797
 KE0797  NGVD 29 (??/??/92)  283.804  (m)          931.11   (f) ADJ UNCH    1 2
 KE0797
 KE0797.Superseded values are not recommended for survey control.
 KE0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0797.See file dsdata.txt to determine how the superseded data were derived.
 KE0797
 KE0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD435370(NAD 83)
 KE0797_MARKER: DB = BENCH MARK DISK
 KE0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0797_SP_SET: CONCRETE POST
 KE0797_STAMPING: D 262 1940
 KE0797_MARK LOGO: CGS   
 KE0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0797+STABILITY: SURFACE MOTION
 KE0797
 KE0797  HISTORY     - Date     Condition        Report By
 KE0797  HISTORY     - 1940     MONUMENTED       CGS
 KE0797  HISTORY     - 1970     GOOD             NGS
 KE0797  HISTORY     - 1986     GOOD             NGS
 KE0797
 KE0797                          STATION DESCRIPTION
 KE0797
 KE0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0797'1 MI NW FROM ROSSVILLE.
 KE0797'ABOUT 1.0 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD
 KE0797'FROM THE STATION AT ROSSVILLE, 6 RAILS NORTHWEST OF MILEPOST
 KE0797'85, 35 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 89 FEET NORTH OF
 KE0797'THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 24 AND A PAVED
 KE0797'ROAD WHICH LEADS WEST, 45 FEET NORTHEAST OF THE CENTER LINE
 KE0797'OF THE HIGHWAY, 4 FEET NORTHWEST OF A TELEGRAPH POLE AND IN
 KE0797'LINE WITH A ROW OF TELEGRAPH POLES, 1.7 FEET SOUTHEAST OF A
 KE0797'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 KE0797'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 KE0797'FOOT.  SEC 28, T 16S, R 13E
 KE0797
 KE0797                          STATION RECOVERY (1986)
 KE0797
 KE0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0797'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.7 KM (17.2
 KE0797'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KE0797'TOPEKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0106 ***********************************************************************
 KF0106  DESIGNATION -  D 263
 KF0106  PID         -  KF0106
 KF0106  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0106  USGS QUAD   -  ST GEORGE (1978)
 KF0106
 KF0106                         *CURRENT SURVEY CONTROL
 KF0106  ___________________________________________________________________
 KF0106* NAD 83(1986)-  39 11 35.     (N)    096 27 50.     (W)     SCALED    
 KF0106* NAVD 88     -       304.209  (meters)     998.06   (feet)  ADJUSTED  
 KF0106  ___________________________________________________________________
 KF0106  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 KF0106  DYNAMIC HT  -         304.010 (meters)     997.41  (feet)  COMP
 KF0106  MODELED GRAV-     979,963.7   (mgal)                       NAVD 88
 KF0106
 KF0106  VERT ORDER  -  FIRST     CLASS II
 KF0106
 KF0106.The horizontal coordinates were scaled from a topographic map and have
 KF0106.an estimated accuracy of +/- 6 seconds.
 KF0106
 KF0106.The orthometric height was determined by differential leveling
 KF0106.and adjusted by the National Geodetic Survey in June 1991..
 KF0106.WARNING-Repeat measurements at this control monument indicate possible
 KF0106.vertical movement.
 KF0106
 KF0106.The geoid height was determined by GEOID03.
 KF0106
 KF0106.The dynamic height is computed by dividing the NAVD 88
 KF0106.geopotential number by the normal gravity value computed on the
 KF0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0106.degrees latitude (g = 980.6199 gals.).
 KF0106
 KF0106.The modeled gravity was interpolated from observed gravity values.
 KF0106
 KF0106;                    North         East    Units  Estimated Accuracy
 KF0106;SPC KS N     -    96,560.      532,690.      MT  (+/- 180 meters Scaled)
 KF0106
 KF0106                          SUPERSEDED SURVEY CONTROL
 KF0106
 KF0106  NGVD 29 (??/??/92)  304.100  (m)          997.70   (f) ADJ UNCH    1 2
 KF0106
 KF0106.Superseded values are not recommended for survey control.
 KF0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0106.See file dsdata.txt to determine how the superseded data were derived.
 KF0106
 KF0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ190412(NAD 83)
 KF0106_MARKER: DB = BENCH MARK DISK
 KF0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0106_SP_SET: CONCRETE POST
 KF0106_STAMPING: D 263 1940
 KF0106_MARK LOGO: CGS   
 KF0106_PROJECTION: RECESSED 10 CENTIMETERS
 KF0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0106+STABILITY: SURFACE MOTION
 KF0106
 KF0106  HISTORY     - Date     Condition        Report By
 KF0106  HISTORY     - 1940     MONUMENTED       CGS
 KF0106  HISTORY     - 1965     GOOD             NGS
 KF0106  HISTORY     - 1986     GOOD             NGS
 KF0106
 KF0106                          STATION DESCRIPTION
 KF0106
 KF0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0106'2.2 MI W FROM ST GEORGE.
 KF0106'2.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0106'AT ST. GEORGE, AT A PRIVATE ROAD CROSSING, 0.25 MILE EAST OF
 KF0106'MILEPOST 114, 47 FEET SOUTH-SOUTHEAST OF CENTER OF THE ROAD
 KF0106'CROSSING, 41 FEET SOUTH OF SOUTH RAIL, 12.5 FEET SOUTH-SOUTHEAST
 KF0106'OF A TELEPHONE POLE, 4 FEET EAST OF EAST GATE POST, 1.5 FEET
 KF0106'NORTH OF THE FENCE, AND 1.0 FOOTWEST OF A METAL WITNESS POST
 KF0106'AND SIGN.  A STANDARD DISK, STAMPED, D 263 1940, SET IN THE
 KF0106'TOP OF A CONCRETE POST AND 5 INCHES BELOW THE SURFACE OF THE
 KF0106'GROUND.
 KF0106
 KF0106                          STATION RECOVERY (1986)
 KF0106
 KF0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0106'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.5 KM (5.3
 KF0106'MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KF0106'MANHATTAN, 12.8 M (42.0 FT) SOUTH OF THE NEAR RAIL, AND 4.2 M (13.8
 KF0106'FT) EAST OF THE CENTER OF A FIELD ENTRANCE.
 KF0106'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KF0106'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0688 ***********************************************************************
 KF0688  DESIGNATION -  D 264
 KF0688  PID         -  KF0688
 KF0688  STATE/COUNTY-  KS/GEARY
 KF0688  USGS QUAD   -  JUNCTION CITY (1982)
 KF0688
 KF0688                         *CURRENT SURVEY CONTROL
 KF0688  ___________________________________________________________________
 KF0688* NAD 83(1986)-  39 02 32.     (N)    096 49 12.     (W)     SCALED    
 KF0688* NAVD 88     -       328.183  (meters)    1076.71   (feet)  ADJUSTED  
 KF0688  ___________________________________________________________________
 KF0688  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 KF0688  DYNAMIC HT  -         327.957 (meters)    1075.97  (feet)  COMP
 KF0688  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 KF0688
 KF0688  VERT ORDER  -  FIRST     CLASS II
 KF0688
 KF0688.The horizontal coordinates were scaled from a topographic map and have
 KF0688.an estimated accuracy of +/- 6 seconds.
 KF0688
 KF0688.The orthometric height was determined by differential leveling
 KF0688.and adjusted by the National Geodetic Survey in June 1991..
 KF0688
 KF0688.The geoid height was determined by GEOID03.
 KF0688
 KF0688.The dynamic height is computed by dividing the NAVD 88
 KF0688.geopotential number by the normal gravity value computed on the
 KF0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0688.degrees latitude (g = 980.6199 gals.).
 KF0688
 KF0688.The modeled gravity was interpolated from observed gravity values.
 KF0688
 KF0688;                    North         East    Units  Estimated Accuracy
 KF0688;SPC KS N     -    79,360.      502,150.      MT  (+/- 180 meters Scaled)
 KF0688
 KF0688                          SUPERSEDED SURVEY CONTROL
 KF0688
 KF0688  NGVD 29 (??/??/92)  328.053  (m)         1076.29   (f) ADJ UNCH    1 2
 KF0688
 KF0688.Superseded values are not recommended for survey control.
 KF0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0688.See file dsdata.txt to determine how the superseded data were derived.
 KF0688
 KF0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ886237(NAD 83)
 KF0688_MARKER: DB = BENCH MARK DISK
 KF0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0688_SP_SET: CONCRETE POST
 KF0688_STAMPING: D 264 1940
 KF0688_MARK LOGO: CGS   
 KF0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0688+STABILITY: SURFACE MOTION
 KF0688
 KF0688  HISTORY     - Date     Condition        Report By
 KF0688  HISTORY     - 1940     MONUMENTED       CGS
 KF0688  HISTORY     - 1965     GOOD             NGS
 KF0688  HISTORY     - 1986     GOOD             NGS
 KF0688
 KF0688                          STATION DESCRIPTION
 KF0688
 KF0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0688'0.6 MI NE FROM JUNCTION CITY.
 KF0688'0.6 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0688'STATION AT JUNCTION CITY, GEARY COUNTY, 25 FEET NORTH OF THE 3RD.
 KF0688'POLE NORTHEAST OF MILEPOST 139 AND THE 5TH. POLE NORTHEAST OF
 KF0688'SEMAPHORE 1391, 26 FEET EAST OF A HAND-CAR SET OFF PLACE, 25.5
 KF0688'FEET SOUTH OF THE EXTREME SOUTHEAST RAIL, AND 1 FOOT WEST OF
 KF0688'A METAL WITNESS POST AND SIGN.  A STANDARD DISK, STAMPED, D 264
 KF0688'1940, SET IN THE TOP OF A CONCRETE POST, PROJECTING 7-INCHES.
 KF0688
 KF0688                          STATION RECOVERY (1986)
 KF0688
 KF0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0306 ***********************************************************************
 JF0306  DESIGNATION -  D 265
 JF0306  PID         -  JF0306
 JF0306  STATE/COUNTY-  KS/CHASE
 JF0306  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF0306
 JF0306                         *CURRENT SURVEY CONTROL
 JF0306  ___________________________________________________________________
 JF0306* NAD 83(1986)-  38 18 13.     (N)    096 30 42.     (W)     SCALED    
 JF0306* NAVD 88     -       361.973  (meters)    1187.57   (feet)  ADJUSTED  
 JF0306  ___________________________________________________________________
 JF0306  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 JF0306  DYNAMIC HT  -         361.707 (meters)    1186.70  (feet)  COMP
 JF0306  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 JF0306
 JF0306  VERT ORDER  -  SECOND    CLASS 0
 JF0306
 JF0306.The horizontal coordinates were scaled from a topographic map and have
 JF0306.an estimated accuracy of +/- 6 seconds.
 JF0306
 JF0306.The orthometric height was determined by differential leveling
 JF0306.and adjusted by the National Geodetic Survey in June 1991..
 JF0306
 JF0306.The geoid height was determined by GEOID03.
 JF0306
 JF0306.The dynamic height is computed by dividing the NAVD 88
 JF0306.geopotential number by the normal gravity value computed on the
 JF0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0306.degrees latitude (g = 980.6199 gals.).
 JF0306
 JF0306.The modeled gravity was interpolated from observed gravity values.
 JF0306
 JF0306;                    North         East    Units  Estimated Accuracy
 JF0306;SPC KS S     -   583,530.      573,900.      MT  (+/- 180 meters Scaled)
 JF0306
 JF0306                          SUPERSEDED SURVEY CONTROL
 JF0306
 JF0306  NGVD 29 (??/??/92)  361.835  (m)         1187.12   (f) ADJ UNCH    2 0
 JF0306
 JF0306.Superseded values are not recommended for survey control.
 JF0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0306.See file dsdata.txt to determine how the superseded data were derived.
 JF0306
 JF0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH175424(NAD 83)
 JF0306_MARKER: DB = BENCH MARK DISK
 JF0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0306_STAMPING: D 265 1940
 JF0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0306+STABILITY: SURFACE MOTION
 JF0306
 JF0306  HISTORY     - Date     Condition        Report By
 JF0306  HISTORY     - 1940     MONUMENTED       CGS
 JF0306  HISTORY     - 1973     MARK NOT FOUND   USGS
 JF0306
 JF0306                          STATION DESCRIPTION
 JF0306
 JF0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JF0306'2.9 MI N FROM BAZAR.
 JF0306'2.9 MILES NORTH OF ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JF0306'STATION IN BAZAR BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 JF0306'ATCHISON, TOPEKA AND SANTA FE RAILROAD.  44 FEET EAST OF CENTER
 JF0306'LINE OF RAILROAD TRACK.  39 FEET SOUTH OF CENTER LINE OF PRIVATE
 JF0306'ROAD CROSSING THE TRACKS.  8 FEET WEST OF A FENCE.  2.5 FEET
 JF0306'SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 3
 JF0306'FEET.  NOTE-- MARK MAY HAVE BEEN DESTROYED BY TRACK CONSTRUCTION.
 JF0306
 JF0306                          STATION RECOVERY (1973)
 JF0306
 JF0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JF0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0471 ***********************************************************************
 HG0471  DESIGNATION -  D 266
 HG0471  PID         -  HG0471
 HG0471  STATE/COUNTY-  KS/COMANCHE
 HG0471  USGS QUAD   -  COLDWATER (1979)
 HG0471
 HG0471                         *CURRENT SURVEY CONTROL
 HG0471  ___________________________________________________________________
 HG0471* NAD 83(1986)-  37 19 07.     (N)    099 15 34.     (W)     SCALED    
 HG0471* NAVD 88     -       654.409  (meters)    2147.01   (feet)  ADJUSTED  
 HG0471  ___________________________________________________________________
 HG0471  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 HG0471  DYNAMIC HT  -         653.831 (meters)    2145.11  (feet)  COMP
 HG0471  MODELED GRAV-     979,725.4   (mgal)                       NAVD 88
 HG0471
 HG0471  VERT ORDER  -  SECOND    CLASS 0
 HG0471
 HG0471.The horizontal coordinates were scaled from a topographic map and have
 HG0471.an estimated accuracy of +/- 6 seconds.
 HG0471
 HG0471.The orthometric height was determined by differential leveling
 HG0471.and adjusted by the National Geodetic Survey in June 1991..
 HG0471
 HG0471.The geoid height was determined by GEOID03.
 HG0471
 HG0471.The dynamic height is computed by dividing the NAVD 88
 HG0471.geopotential number by the normal gravity value computed on the
 HG0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0471.degrees latitude (g = 980.6199 gals.).
 HG0471
 HG0471.The modeled gravity was interpolated from observed gravity values.
 HG0471
 HG0471;                    North         East    Units  Estimated Accuracy
 HG0471;SPC KS S     -   472,630.      332,690.      MT  (+/- 180 meters Scaled)
 HG0471
 HG0471                          SUPERSEDED SURVEY CONTROL
 HG0471
 HG0471  NGVD 29 (??/??/92)  654.135  (m)         2146.11   (f) ADJ UNCH    2 0
 HG0471
 HG0471.Superseded values are not recommended for survey control.
 HG0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0471.See file dsdata.txt to determine how the superseded data were derived.
 HG0471
 HG0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG770302(NAD 83)
 HG0471_MARKER: DB = BENCH MARK DISK
 HG0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0471_STAMPING: D 266 1940
 HG0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0471+STABILITY: SURFACE MOTION
 HG0471
 HG0471  HISTORY     - Date     Condition        Report By
 HG0471  HISTORY     - 1940     MONUMENTED       CGS
 HG0471
 HG0471                          STATION DESCRIPTION
 HG0471
 HG0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0471'3.5 MI SW FROM WILMORE.
 HG0471'3.5 MILES SOUTHWEST OF DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA,
 HG0471'AND SANTA FE RR.  6 POLES NORTHWEST OF MILE POST NO. 120.  96 FEET
 HG0471'WEST OF THE CENTER LINE OF THE TRACK.  6.4 FEET NORTHEAST OF A WIRE
 HG0471'FENCE.  3.0 FEET SOUTH OF A 4X4 INCH WOODEN POST PAINTED WHITE
 HG0471'PROJECTING 2.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0301 ***********************************************************************
 JG0301  DESIGNATION -  D 268
 JG0301  PID         -  JG0301
 JG0301  STATE/COUNTY-  KS/RUSH
 JG0301  USGS QUAD   -  LA CROSSE (1983)
 JG0301
 JG0301                         *CURRENT SURVEY CONTROL
 JG0301  ___________________________________________________________________
 JG0301* NAD 83(1986)-  38 32 20.     (N)    099 19 35.     (W)     SCALED    
 JG0301* NAVD 88     -       632.000  (meters)    2073.49   (feet)  ADJUSTED  
 JG0301  ___________________________________________________________________
 JG0301  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0301  DYNAMIC HT  -         631.516 (meters)    2071.90  (feet)  COMP
 JG0301  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 JG0301
 JG0301  VERT ORDER  -  SECOND    CLASS 0
 JG0301
 JG0301.The horizontal coordinates were scaled from a topographic map and have
 JG0301.an estimated accuracy of +/- 6 seconds.
 JG0301
 JG0301.The orthometric height was determined by differential leveling
 JG0301.and adjusted by the National Geodetic Survey in June 1991..
 JG0301
 JG0301.The geoid height was determined by GEOID03.
 JG0301
 JG0301.The dynamic height is computed by dividing the NAVD 88
 JG0301.geopotential number by the normal gravity value computed on the
 JG0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0301.degrees latitude (g = 980.6199 gals.).
 JG0301
 JG0301.The modeled gravity was interpolated from observed gravity values.
 JG0301
 JG0301;                    North         East    Units  Estimated Accuracy
 JG0301;SPC KS S     -   608,110.      327,950.      MT  (+/- 180 meters Scaled)
 JG0301
 JG0301                          SUPERSEDED SURVEY CONTROL
 JG0301
 JG0301  NGVD 29 (??/??/92)  631.747  (m)         2072.66   (f) ADJ UNCH    2 0
 JG0301
 JG0301.Superseded values are not recommended for survey control.
 JG0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0301.See file dsdata.txt to determine how the superseded data were derived.
 JG0301
 JG0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH715656(NAD 83)
 JG0301_MARKER: DB = BENCH MARK DISK
 JG0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0301_SP_SET: BRIDGE ABUTMENT
 JG0301_STAMPING: D 268 1940
 JG0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0301
 JG0301  HISTORY     - Date     Condition        Report By
 JG0301  HISTORY     - 1940     MONUMENTED       CGS
 JG0301  HISTORY     - 1966     GOOD             USGS
 JG0301
 JG0301                          STATION DESCRIPTION
 JG0301
 JG0301'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JG0301'1.1 MI W FROM LA CROSSE.
 JG0301'1.1 MILES WEST ALONG THE MISSOURI PACIFIC R.R. FROM CITY HALL AT
 JG0301'LA CROSSE, AT CROSSING OF STATE HWY. 4.  ABOUT 80 FT. EAST OF THE
 JG0301'CROSSING, AT A BRIDGE, IN THE TOP OF THE SW WINGWALL OF THE SOUTH
 JG0301'ABUTMENT.  A STD. DISC, STAMPED D2681940
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0474 ***********************************************************************
 JG0474  DESIGNATION -  D 27
 JG0474  PID         -  JG0474
 JG0474  STATE/COUNTY-  KS/NESS
 JG0474  USGS QUAD   -  NESS CITY (1966)
 JG0474
 JG0474                         *CURRENT SURVEY CONTROL
 JG0474  ___________________________________________________________________
 JG0474* NAD 83(1986)-  38 24 23.     (N)    099 53 53.     (W)     SCALED    
 JG0474* NAVD 88     -       677.900  (meters)    2224.08   (feet)  ADJUSTED  
 JG0474  ___________________________________________________________________
 JG0474  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 JG0474  DYNAMIC HT  -         677.355 (meters)    2222.29  (feet)  COMP
 JG0474  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 JG0474
 JG0474  VERT ORDER  -  SECOND    CLASS 0
 JG0474
 JG0474.The horizontal coordinates were scaled from a topographic map and have
 JG0474.an estimated accuracy of +/- 6 seconds.
 JG0474
 JG0474.The orthometric height was determined by differential leveling
 JG0474.and adjusted by the National Geodetic Survey in June 1991..
 JG0474
 JG0474.The geoid height was determined by GEOID03.
 JG0474
 JG0474.The dynamic height is computed by dividing the NAVD 88
 JG0474.geopotential number by the normal gravity value computed on the
 JG0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0474.degrees latitude (g = 980.6199 gals.).
 JG0474
 JG0474.The modeled gravity was interpolated from observed gravity values.
 JG0474
 JG0474;                    North         East    Units  Estimated Accuracy
 JG0474;SPC KS S     -   594,000.      277,890.      MT  (+/- 180 meters Scaled)
 JG0474
 JG0474                          SUPERSEDED SURVEY CONTROL
 JG0474
 JG0474  NGVD 29 (??/??/92)  677.629  (m)         2223.19   (f) ADJ UNCH    2 0
 JG0474
 JG0474.Superseded values are not recommended for survey control.
 JG0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0474.See file dsdata.txt to determine how the superseded data were derived.
 JG0474
 JG0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH215512(NAD 83)
 JG0474_MARKER: DB = BENCH MARK DISK
 JG0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0474_SP_SET: BRIDGE
 JG0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0474
 JG0474  HISTORY     - Date     Condition        Report By
 JG0474  HISTORY     - UNK      MONUMENTED       CGS
 JG0474  HISTORY     - 1934     GOOD             NGS
 JG0474  HISTORY     - 1938     GOOD             NGS
 JG0474
 JG0474                          STATION DESCRIPTION
 JG0474
 JG0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0474'3.3 MI S FROM NESS CITY.
 JG0474'3.3 MILES SOUTH BY HIGHWAY.  LOCATED ON THE R. OF W. OF STATE
 JG0474'HIGHWAY NO. 21.  14.3 FT. EAST OF THE CENTER LINE OF THE HIGHWAY.
 JG0474'SET IN THE TOP EAST END, OF SOUTH ABUTMENT OF HIGHWAY BRIDGE
 JG0474'OVER WALNUT RIVER (SOUTH FORK.)  NOTE-- HWY 21 IS NOW U.S. 283.
 JG0474
 JG0474                          STATION RECOVERY (1938)
 JG0474
 JG0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JG0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0331 ***********************************************************************
 JH0331  DESIGNATION -  D 272 RESET
 JH0331  PID         -  JH0331
 JH0331  STATE/COUNTY-  KS/GREELEY
 JH0331  USGS QUAD   -  SELKIRK NW (1970)
 JH0331
 JH0331                         *CURRENT SURVEY CONTROL
 JH0331  ___________________________________________________________________
 JH0331* NAD 83(1986)-  38 27 21.     (N)    101 39 35.     (W)     SCALED    
 JH0331* NAVD 88     -      1079.93   (meters)    3543.1    (feet)  RESET     
 JH0331  ___________________________________________________________________
 JH0331  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 JH0331
 JH0331  VERT ORDER  -  THIRD
 JH0331
 JH0331.The horizontal coordinates were scaled from a topographic map and have
 JH0331.an estimated accuracy of +/- 6 seconds.
 JH0331
 JH0331.The orthometric height was computed from unverified reset data.
 JH0331
 JH0331.The geoid height was determined by GEOID03.
 JH0331
 JH0331;                    North         East    Units  Estimated Accuracy
 JH0331;SPC KS S     -   603,250.      124,260.      MT  (+/- 180 meters Scaled)
 JH0331
 JH0331                          SUPERSEDED SURVEY CONTROL
 JH0331
 JH0331.No superseded survey control is available for this station.
 JH0331
 JH0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH679597(NAD 83)
 JH0331_MARKER: DB = BENCH MARK DISK
 JH0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0331_SP_SET: CULVERT
 JH0331_STAMPING: D 272 RESET 1949
 JH0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0331
 JH0331  HISTORY     - Date     Condition        Report By
 JH0331  HISTORY     - 1951     MONUMENTED       KSHC
 JH0331
 JH0331                          STATION DESCRIPTION
 JH0331
 JH0331'DESCRIBED BY KS HIGHWAY COMM 1951
 JH0331'5.2 MI E FROM TRIBUNE.
 JH0331'5.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JH0331'STATION AT TRIBUNE, GREELEY COUNTY, 2-1/2 POLES WEST OF POLE
 JH0331'723/30, AT THE CROSSING OF THE ROAD ON THE LINE BETWEEN SECTIONS
 JH0331'29 AND 30, T 18 S, R 39 W, 70 FEET SOUTH OF THE TRACK, AT A
 JH0331'CULVERT UNDER STATE HIGHWAY 96, 53.5 FEET WEST ALONG THE HIGHWAY
 JH0331'CENTER LINE FROM THE INTERSECTION OF THE SECTION LINE, IN THE
 JH0331'NORTH CONCRETE HEAD WALL, AND 27.4 FEET NORTH OF THE CENTER LINE
 JH0331'OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 272 RESET 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1120 ***********************************************************************
 JE1120  DESIGNATION -  D 274
 JE1120  PID         -  JE1120
 JE1120  STATE/COUNTY-  KS/ANDERSON
 JE1120  USGS QUAD   -  GARNETT EAST (1983)
 JE1120
 JE1120                         *CURRENT SURVEY CONTROL
 JE1120  ___________________________________________________________________
 JE1120* NAD 83(1986)-  38 21 37.     (N)    095 09 00.     (W)     SCALED    
 JE1120* NAVD 88     -       281.214  (meters)     922.62   (feet)  ADJUSTED  
 JE1120  ___________________________________________________________________
 JE1120  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE1120  DYNAMIC HT  -         281.014 (meters)     921.96  (feet)  COMP
 JE1120  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 JE1120
 JE1120  VERT ORDER  -  SECOND    CLASS 0
 JE1120
 JE1120.The horizontal coordinates were scaled from a topographic map and have
 JE1120.an estimated accuracy of +/- 6 seconds.
 JE1120
 JE1120.The orthometric height was determined by differential leveling
 JE1120.and adjusted by the National Geodetic Survey in June 1991..
 JE1120
 JE1120.The geoid height was determined by GEOID03.
 JE1120
 JE1120.The dynamic height is computed by dividing the NAVD 88
 JE1120.geopotential number by the normal gravity value computed on the
 JE1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1120.degrees latitude (g = 980.6199 gals.).
 JE1120
 JE1120.The modeled gravity was interpolated from observed gravity values.
 JE1120
 JE1120;                    North         East    Units  Estimated Accuracy
 JE1120;SPC KS S     -   593,230.      692,720.      MT  (+/- 180 meters Scaled)
 JE1120
 JE1120                          SUPERSEDED SURVEY CONTROL
 JE1120
 JE1120  NGVD 29 (??/??/92)  281.082  (m)          922.18   (f) ADJ UNCH    2 0
 JE1120
 JE1120.Superseded values are not recommended for survey control.
 JE1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1120.See file dsdata.txt to determine how the superseded data were derived.
 JE1120
 JE1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC121479(NAD 83)
 JE1120_MARKER: DB = BENCH MARK DISK
 JE1120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1120_SP_SET: DRILL HOLE
 JE1120_STAMPING: D 274 1945
 JE1120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1120+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 JE1120
 JE1120  HISTORY     - Date     Condition        Report By
 JE1120  HISTORY     - 1945     MONUMENTED       CGS
 JE1120  HISTORY     - 1950     GOOD             NGS
 JE1120  HISTORY     - 20010611 GOOD             SKW
 JE1120
 JE1120                          STATION DESCRIPTION
 JE1120
 JE1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE1120'1 MI W FROM GREELEY.
 JE1120'ALONG THE ROAD TO SCIPIO FROM THE BRIDGE OVER THE SOUTH FORK
 JE1120'OF POTTAWATOMIE CREEK ON U.S. HIGHWAY 169 AT GREELEY, 285 FEET
 JE1120'EAST OF A TWO-STORY HOUSE, 13 FEET NORTH OF A HEDGE FENCE, 14
 JE1120'FEET SOUTH OF THE CENTER OF ROAD AND AT THE NORTHEAST CORNER
 JE1120'OF THE WEST BANNISTER POST.  THE DISK IS SET IN A DRILL HOLE.
 JE1120
 JE1120                          STATION RECOVERY (2001)
 JE1120
 JE1120'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0715 ***********************************************************************
 KE0715  DESIGNATION -  D 276
 KE0715  PID         -  KE0715
 KE0715  STATE/COUNTY-  KS/DOUGLAS
 KE0715  USGS QUAD   -  MIDLAND (1978)
 KE0715
 KE0715                         *CURRENT SURVEY CONTROL
 KE0715  ___________________________________________________________________
 KE0715* NAD 83(1986)-  39 00 21.     (N)    095 13 22.     (W)     SCALED    
 KE0715* NAVD 88     -       254.443  (meters)     834.79   (feet)  ADJUSTED  
 KE0715  ___________________________________________________________________
 KE0715  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KE0715  DYNAMIC HT  -         254.277 (meters)     834.24  (feet)  COMP
 KE0715  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 KE0715
 KE0715  VERT ORDER  -  FIRST     CLASS II
 KE0715
 KE0715.This mark is at Lawrence Municipal Airport (LWC)
 KE0715
 KE0715.The horizontal coordinates were scaled from a topographic map and have
 KE0715.an estimated accuracy of +/- 6 seconds.
 KE0715
 KE0715.The orthometric height was determined by differential leveling
 KE0715.and adjusted by the National Geodetic Survey in June 1991..
 KE0715
 KE0715.The geoid height was determined by GEOID03.
 KE0715
 KE0715.The dynamic height is computed by dividing the NAVD 88
 KE0715.geopotential number by the normal gravity value computed on the
 KE0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0715.degrees latitude (g = 980.6199 gals.).
 KE0715
 KE0715.The modeled gravity was interpolated from observed gravity values.
 KE0715
 KE0715;                    North         East    Units  Estimated Accuracy
 KE0715;SPC KS N     -    78,340.      640,520.      MT  (+/- 180 meters Scaled)
 KE0715
 KE0715                          SUPERSEDED SURVEY CONTROL
 KE0715
 KE0715  NGVD 29 (??/??/92)  254.355  (m)          834.50   (f) ADJ UNCH    1 2
 KE0715
 KE0715.Superseded values are not recommended for survey control.
 KE0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0715.See file dsdata.txt to determine how the superseded data were derived.
 KE0715
 KE0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD075197(NAD 83)
 KE0715_MARKER: DB = BENCH MARK DISK
 KE0715_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KE0715_SP_SET: FOUNDATION WALL
 KE0715_STAMPING: D 276 1945
 KE0715_MARK LOGO: CGS   
 KE0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0715+STABILITY: SURFACE MOTION
 KE0715
 KE0715  HISTORY     - Date     Condition        Report By
 KE0715  HISTORY     - 1945     MONUMENTED       CGS
 KE0715  HISTORY     - 1958     GOOD             NGS
 KE0715  HISTORY     - 1986     GOOD             NGS
 KE0715  HISTORY     - 20001004 MARK NOT FOUND   LOCSUR
 KE0715
 KE0715                          STATION DESCRIPTION
 KE0715
 KE0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0715'3.4 MI NE FROM LAWRENCE.
 KE0715'AT LAWRENCE MUNICIPAL AIRPORT, DOUGLAS COUNTY, AT THE ADMINISTRATION
 KE0715'BUILDING, IN THE SOUTH WALL OF THE BUILDING, 0.8 FOOT WEST OF
 KE0715'THE SOUTHEAST CORNER, AND 3 FEET ABOVE THE GROUND.  A STANDARD
 KE0715'DISK, STAMPED D 276 1945 AND SET VERTICALLY.  NOTE-- THE
 KE0715'ADMINISTRATION BUILDING IS BEING COVERED WITH A PINE BOARD,
 KE0715'BUT AN OPENING IS BEING LEFT IN THE PINE BOARD COVERING, SO ACCESS
 KE0715'TO THIS BENCH MARK IS STILL AVAILABLE.
 KE0715
 KE0715                          STATION RECOVERY (1986)
 KE0715
 KE0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0715'RECOVERED IN GOOD CONDITION.
 KE0715
 KE0715                          STATION RECOVERY (2000)
 KE0715
 KE0715'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 KE0715'ACCORDING TO THE AIRPORT MANAGER THE BUILDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0742 ***********************************************************************
 JE0742  DESIGNATION -  D 277
 JE0742  PID         -  JE0742
 JE0742  STATE/COUNTY-  KS/LINN
 JE0742  USGS QUAD   -  MAPLETON (1966)
 JE0742
 JE0742                         *CURRENT SURVEY CONTROL
 JE0742  ___________________________________________________________________
 JE0742* NAD 83(1986)-  38 06 08.     (N)    094 59 18.     (W)     SCALED    
 JE0742* NAVD 88     -       319.987  (meters)    1049.82   (feet)  ADJUSTED  
 JE0742  ___________________________________________________________________
 JE0742  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JE0742  DYNAMIC HT  -         319.749 (meters)    1049.04  (feet)  COMP
 JE0742  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 JE0742
 JE0742  VERT ORDER  -  SECOND    CLASS 0
 JE0742
 JE0742.The horizontal coordinates were scaled from a topographic map and have
 JE0742.an estimated accuracy of +/- 6 seconds.
 JE0742
 JE0742.The orthometric height was determined by differential leveling
 JE0742.and adjusted by the National Geodetic Survey in June 1991..
 JE0742
 JE0742.The geoid height was determined by GEOID03.
 JE0742
 JE0742.The dynamic height is computed by dividing the NAVD 88
 JE0742.geopotential number by the normal gravity value computed on the
 JE0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0742.degrees latitude (g = 980.6199 gals.).
 JE0742
 JE0742.The modeled gravity was interpolated from observed gravity values.
 JE0742
 JE0742;                    North         East    Units  Estimated Accuracy
 JE0742;SPC KS S     -   565,130.      707,920.      MT  (+/- 180 meters Scaled)
 JE0742
 JE0742                          SUPERSEDED SURVEY CONTROL
 JE0742
 JE0742  NGVD 29 (??/??/92)  319.846  (m)         1049.36   (f) ADJ UNCH    2 0
 JE0742
 JE0742.Superseded values are not recommended for survey control.
 JE0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0742.See file dsdata.txt to determine how the superseded data were derived.
 JE0742
 JE0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC256190(NAD 83)
 JE0742_MARKER: DB = BENCH MARK DISK
 JE0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0742_STAMPING: D 277 1945
 JE0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0742+STABILITY: SURFACE MOTION
 JE0742
 JE0742  HISTORY     - Date     Condition        Report By
 JE0742  HISTORY     - 1945     MONUMENTED       CGS
 JE0742  HISTORY     - 1951     GOOD             NGS
 JE0742
 JE0742                          STATION DESCRIPTION
 JE0742
 JE0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0742'1.3 MI E FROM BLUE MOUND.
 JE0742'1.3 MILES EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE0742'RAILROAD FROM THE FARMERS CO-OP ELEVATOR AT BLUE MOUND, LINN
 JE0742'COUNTY, AT THE CROSSING OF A NORTH-AND-SOUTH GRAVEL ROAD, 36.5
 JE0742'FEET NORTHWEST OF THE CENTERLINE OF THE OLD ROADBED, 24.5 FEET
 JE0742'WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 8 FEET NORTH OF THE
 JE0742'NORTH END OF A WIRE GATE, 1 FOOT WEST OF THE FENCE, 1 FOOT SOUTH
 JE0742'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROADBED.
 JE0742'A STANDARD DISK, STAMPED D 277 1945 AND SET IN THE TOP OF A
 JE0742'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  TO REACH THE
 JE0742'STATION FROM WHERE STATE HIGHWAY 52 TURNS EAST AT THE NORTHSIDE
 JE0742'OF BLUE MOUND, GO EAST ON STATE HIGHWAY 52 FOR 0.9 MILE TO
 JE0742'CROSSROADS.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO ROADBED
 JE0742'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2093 ***********************************************************************
 JE2093  DESIGNATION -  D 278 RESET
 JE2093  PID         -  JE2093
 JE2093  STATE/COUNTY-  KS/COFFEY
 JE2093  USGS QUAD   -  LE ROY (1971)
 JE2093
 JE2093                         *CURRENT SURVEY CONTROL
 JE2093  ___________________________________________________________________
 JE2093* NAD 83(1986)-  38 04 57.     (N)    095 39 18.     (W)     SCALED    
 JE2093* NAVD 88     -       305.72   (meters)    1003.0    (feet)  RESET     
 JE2093  ___________________________________________________________________
 JE2093  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 JE2093
 JE2093  VERT ORDER  -  THIRD
 JE2093
 JE2093.The horizontal coordinates were scaled from a topographic map and have
 JE2093.an estimated accuracy of +/- 6 seconds.
 JE2093
 JE2093.The orthometric height was computed from unverified reset data.
 JE2093
 JE2093.The geoid height was determined by GEOID03.
 JE2093
 JE2093;                    North         East    Units  Estimated Accuracy
 JE2093;SPC KS S     -   560,940.      649,550.      MT  (+/- 180 meters Scaled)
 JE2093
 JE2093                          SUPERSEDED SURVEY CONTROL
 JE2093
 JE2093  NGVD 29 (03/09/04)  305.57   (m)         1002.5    (f) RESET       3  
 JE2093
 JE2093.Superseded values are not recommended for survey control.
 JE2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2093.See file dsdata.txt to determine how the superseded data were derived.
 JE2093
 JE2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC671182(NAD 83)
 JE2093_MARKER: DV = VERTICAL CONTROL DISK
 JE2093_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE2093_SP_SET: BRIDGE ABUTMENT
 JE2093_STAMPING: D 278 RESET 1981
 JE2093_MARK LOGO: NGS   
 JE2093_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE2093
 JE2093  HISTORY     - Date     Condition        Report By
 JE2093  HISTORY     - 1981     MONUMENTED       NGS
 JE2093
 JE2093                          STATION DESCRIPTION
 JE2093
 JE2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JE2093'1.93 KM (1.20 MI) WEST ALONG STATE HIGHWAY 57, FROM THE POST OFFICE IN
 JE2093'LEROY, TO THE MARK ON THE LEFT, AT THE SOUTH END OF THE EAST ABUTMENT
 JE2093'OF A HIGHWAY BRIDGE OVER THE NEOSHO RIVER, 6.1 M (20.0 FT) SOUTH OF
 JE2093'THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0439 ***********************************************************************
 JF0439  DESIGNATION -  D 279
 JF0439  PID         -  JF0439
 JF0439  STATE/COUNTY-  KS/DICKINSON
 JF0439  USGS QUAD   -  CHAPMAN (1979)
 JF0439
 JF0439                         *CURRENT SURVEY CONTROL
 JF0439  ___________________________________________________________________
 JF0439* NAD 83(1986)-  38 58 16.     (N)    097 00 19.     (W)     SCALED    
 JF0439* NAVD 88     -       337.137  (meters)    1106.09   (feet)  ADJUSTED  
 JF0439  ___________________________________________________________________
 JF0439  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 JF0439  DYNAMIC HT  -         336.901 (meters)    1105.32  (feet)  COMP
 JF0439  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 JF0439
 JF0439  VERT ORDER  -  FIRST     CLASS II
 JF0439
 JF0439.The horizontal coordinates were scaled from a topographic map and have
 JF0439.an estimated accuracy of +/- 6 seconds.
 JF0439
 JF0439.The orthometric height was determined by differential leveling
 JF0439.and adjusted by the National Geodetic Survey in June 1991..
 JF0439
 JF0439.The geoid height was determined by GEOID03.
 JF0439
 JF0439.The dynamic height is computed by dividing the NAVD 88
 JF0439.geopotential number by the normal gravity value computed on the
 JF0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0439.degrees latitude (g = 980.6199 gals.).
 JF0439
 JF0439.The modeled gravity was interpolated from observed gravity values.
 JF0439
 JF0439;                    North         East    Units  Estimated Accuracy
 JF0439;SPC KS N     -    71,270.      486,200.      MT  (+/- 180 meters Scaled)
 JF0439
 JF0439                          SUPERSEDED SURVEY CONTROL
 JF0439
 JF0439  NGVD 29 (??/??/92)  337.014  (m)         1105.69   (f) ADJ UNCH    1 2
 JF0439
 JF0439.Superseded values are not recommended for survey control.
 JF0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0439.See file dsdata.txt to determine how the superseded data were derived.
 JF0439
 JF0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ728154(NAD 83)
 JF0439_MARKER: DB = BENCH MARK DISK
 JF0439_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF0439_SP_SET: BRIDGE ABUTMENT
 JF0439_STAMPING: D 279 1947
 JF0439_MARK LOGO: CGS   
 JF0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0439+STABILITY: POSITION/ELEVATION WELL
 JF0439
 JF0439  HISTORY     - Date     Condition        Report By
 JF0439  HISTORY     - 1947     MONUMENTED       CGS
 JF0439  HISTORY     - 1986     GOOD             NGS
 JF0439
 JF0439                          STATION DESCRIPTION
 JF0439
 JF0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0439'0.8 MI E FROM CHAPMAN.
 JF0439'0.75 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JF0439'AT CHAPMAN, AT THE WEST END OF A STEEL GIRDER BRIDGE OVER CHAPMAN
 JF0439'CREEK, 8.8 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 5.8 FEET
 JF0439'BELOW THE BASE OF THE RAILS, 0.7 FOOT NORTH OF THE CENTER OF
 JF0439'THE NORTH SIDE OF A 3.3 X 4-FOOT STEEL BLOCK UPON WHICH IS
 JF0439'MOUNTED THE WEST END OF THE NORTH GIRDER OF THE BRIDGE, SET IN
 JF0439'TOP OF THE WEST STONE ABUTMENT AND BRIDGE MOUNTING PIER.
 JF0439
 JF0439                          STATION RECOVERY (1986)
 JF0439
 JF0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0439'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.5 KM (12.1
 JF0439'MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0439'ABILENE, 0R 19.4 KM (12.05 MI) WESTERLY ALONG THE UNION PACIFIC
 JF0439'RAILROAD FROM THE STATION IN JUNCTION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0601 ***********************************************************************
 HG0601  DESIGNATION -  D 28
 HG0601  PID         -  HG0601
 HG0601  STATE/COUNTY-  KS/FORD
 HG0601  USGS QUAD   -  WRIGHT (1972)
 HG0601
 HG0601                         *CURRENT SURVEY CONTROL
 HG0601  ___________________________________________________________________
 HG0601* NAD 83(1986)-  37 46 47.     (N)    099 58 45.     (W)     SCALED    
 HG0601* NAVD 88     -       789.805  (meters)    2591.22   (feet)  ADJUSTED  
 HG0601  ___________________________________________________________________
 HG0601  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HG0601  DYNAMIC HT  -         789.117 (meters)    2588.96  (feet)  COMP
 HG0601  MODELED GRAV-     979,732.7   (mgal)                       NAVD 88
 HG0601
 HG0601  VERT ORDER  -  SECOND    CLASS 0
 HG0601
 HG0601.The horizontal coordinates were scaled from a topographic map and have
 HG0601.an estimated accuracy of +/- 6 seconds.
 HG0601
 HG0601.The orthometric height was determined by differential leveling
 HG0601.and adjusted by the National Geodetic Survey in June 1991..
 HG0601
 HG0601.The geoid height was determined by GEOID03.
 HG0601
 HG0601.The dynamic height is computed by dividing the NAVD 88
 HG0601.geopotential number by the normal gravity value computed on the
 HG0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0601.degrees latitude (g = 980.6199 gals.).
 HG0601
 HG0601.The modeled gravity was interpolated from observed gravity values.
 HG0601
 HG0601;                    North         East    Units  Estimated Accuracy
 HG0601;SPC KS S     -   524,570.      269,710.      MT  (+/- 180 meters Scaled)
 HG0601
 HG0601                          SUPERSEDED SURVEY CONTROL
 HG0601
 HG0601  NGVD 29 (??/??/92)  789.473  (m)         2590.13   (f) ADJ UNCH    2 0
 HG0601
 HG0601.Superseded values are not recommended for survey control.
 HG0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0601.See file dsdata.txt to determine how the superseded data were derived.
 HG0601
 HG0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG137818(NAD 83)
 HG0601_MARKER: DB = BENCH MARK DISK
 HG0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0601_STAMPING: D 28 1934
 HG0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0601+STABILITY: SURFACE MOTION
 HG0601
 HG0601  HISTORY     - Date     Condition        Report By
 HG0601  HISTORY     - 1934     MONUMENTED       CGS
 HG0601  HISTORY     - 19570517 MARK NOT FOUND   LOCENG
 HG0601
 HG0601                          STATION DESCRIPTION
 HG0601
 HG0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0601'3.9 MI E FROM DODGE CITY.
 HG0601'3.9 MILES EAST ALONG U.S. HIGHWAY 283 FROM THE POST OFFICE AT
 HG0601'DODGE CITY, FORD COUNTY, IN THE SOUTHEAST CORNER OF SECTION
 HG0601'18, T 26 S, R 24 W, AT A ROAD INTERSECTION, 40 FEET NORTH OF
 HG0601'THE CENTER LINE OF THE HIGHWAY, AND 33 FEET WEST OF THE CENTER
 HG0601'LINE OF THE SECTION-LINE ROAD.  A STANDARD DISK, STAMPED D 28
 HG0601'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0601
 HG0601                          STATION RECOVERY (1957)
 HG0601
 HG0601'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 HG0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0602 ***********************************************************************
 HG0602  DESIGNATION -  D 28 RESET
 HG0602  PID         -  HG0602
 HG0602  STATE/COUNTY-  KS/FORD
 HG0602  USGS QUAD   -  WRIGHT (1972)
 HG0602
 HG0602                         *CURRENT SURVEY CONTROL
 HG0602  ___________________________________________________________________
 HG0602* NAD 83(1986)-  37 46 47.     (N)    099 58 45.     (W)     SCALED    
 HG0602* NAVD 88     -       789.70   (meters)    2590.9    (feet)  RESET     
 HG0602  ___________________________________________________________________
 HG0602  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HG0602
 HG0602  VERT ORDER  -  THIRD
 HG0602
 HG0602.The horizontal coordinates were scaled from a topographic map and have
 HG0602.an estimated accuracy of +/- 6 seconds.
 HG0602
 HG0602.The orthometric height was computed from unverified reset data.
 HG0602
 HG0602.The geoid height was determined by GEOID03.
 HG0602
 HG0602;                    North         East    Units  Estimated Accuracy
 HG0602;SPC KS S     -   524,570.      269,710.      MT  (+/- 180 meters Scaled)
 HG0602
 HG0602                          SUPERSEDED SURVEY CONTROL
 HG0602
 HG0602.No superseded survey control is available for this station.
 HG0602
 HG0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG137818(NAD 83)
 HG0602_MARKER: DB = BENCH MARK DISK
 HG0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0602_STAMPING: D 28 RESET 1957
 HG0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0602+STABILITY: SURFACE MOTION
 HG0602
 HG0602  HISTORY     - Date     Condition        Report By
 HG0602  HISTORY     - 1957     MONUMENTED       KSHC
 HG0602
 HG0602                          STATION DESCRIPTION
 HG0602
 HG0602'DESCRIBED BY KS HIGHWAY COMM 1957
 HG0602'3.9 MI E FROM DODGE CITY.
 HG0602'3.9 MILES EAST ALONG U.S. HIGHWAY 50 BYPASS, OLD U.S. HIGHWAY
 HG0602'283, FROM THE POST OFFICE AT DODGE CITY, IN THE SOUTHEAST CORNER
 HG0602'OF SEC. 18, T 26 S, R 24 W, AT A ROAD INTERSECTION, 58 FEET
 HG0602'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 34 FEET WEST OF THE
 HG0602'CENTERLINE OF THE SECTION-LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0176 ***********************************************************************
 KE0176  DESIGNATION -  D 280
 KE0176  PID         -  KE0176
 KE0176  STATE/COUNTY-  KS/LEAVENWORTH
 KE0176  USGS QUAD   -  LEAVENWORTH (1984)
 KE0176
 KE0176                         *CURRENT SURVEY CONTROL
 KE0176  ___________________________________________________________________
 KE0176* NAD 83(1986)-  39 19 48.     (N)    094 54 45.     (W)     SCALED    
 KE0176* NAVD 88     -       253.548  (meters)     831.85   (feet)  ADJUSTED  
 KE0176  ___________________________________________________________________
 KE0176  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KE0176  DYNAMIC HT  -         253.388 (meters)     831.32  (feet)  COMP
 KE0176  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 KE0176
 KE0176  VERT ORDER  -  FIRST     CLASS II
 KE0176
 KE0176.The horizontal coordinates were scaled from a topographic map and have
 KE0176.an estimated accuracy of +/- 6 seconds.
 KE0176
 KE0176.The orthometric height was determined by differential leveling
 KE0176.and adjusted by the National Geodetic Survey in June 1991..
 KE0176.WARNING-Repeat measurements at this control monument indicate possible
 KE0176.vertical movement.
 KE0176
 KE0176.The geoid height was determined by GEOID03.
 KE0176
 KE0176.The dynamic height is computed by dividing the NAVD 88
 KE0176.geopotential number by the normal gravity value computed on the
 KE0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0176.degrees latitude (g = 980.6199 gals.).
 KE0176
 KE0176.The modeled gravity was interpolated from observed gravity values.
 KE0176
 KE0176;                    North         East    Units  Estimated Accuracy
 KE0176;SPC KS N     -   115,180.      666,150.      MT  (+/- 180 meters Scaled)
 KE0176
 KE0176                          SUPERSEDED SURVEY CONTROL
 KE0176
 KE0176  NGVD 29 (??/??/92)  253.435  (m)          831.48   (f) ADJ UNCH    1 2
 KE0176
 KE0176.Superseded values are not recommended for survey control.
 KE0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0176.See file dsdata.txt to determine how the superseded data were derived.
 KE0176
 KE0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD351551(NAD 83)
 KE0176_MARKER: DB = BENCH MARK DISK
 KE0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0176_SP_SET: BUILDING
 KE0176_STAMPING: D 280 1948
 KE0176_MARK LOGO: CGS   
 KE0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0176+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989
 KE0176
 KE0176  HISTORY     - Date     Condition        Report By
 KE0176  HISTORY     - 1948     MONUMENTED       CGS
 KE0176  HISTORY     - 1951     MARK NOT FOUND   NGS
 KE0176  HISTORY     - 19890822 GOOD             NGS
 KE0176
 KE0176                          STATION DESCRIPTION
 KE0176
 KE0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0176'AT LEAVENWORTH.
 KE0176'AT LEAVENWORTH, AT THE NORTH EDGE OF TOWN, ABOUT 0.85 MILE NORTH
 KE0176'OF RAILWAY BRIDGE ACROSS THE MISSOURI RIVER, AT THE CITY WATER
 KE0176'WORKS, IN THE EAST FACE OF THE BUILDING, 2.0 FEET NORTH OF THE
 KE0176'SOUTHEAST CORNER OF THE BUILDING AND SET VERTICALLY 3.0 FEET
 KE0176'ABOVE THE GROUND.
 KE0176
 KE0176                          STATION RECOVERY (1951)
 KE0176
 KE0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0176'MARK NOT FOUND.
 KE0176
 KE0176                          STATION RECOVERY (1989)
 KE0176
 KE0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0501 ***********************************************************************
 KE0501  DESIGNATION -  D 281
 KE0501  PID         -  KE0501
 KE0501  STATE/COUNTY-  KS/ATCHISON
 KE0501  USGS QUAD   -  ATCHISON EAST (1984)
 KE0501
 KE0501                         *CURRENT SURVEY CONTROL
 KE0501  ___________________________________________________________________
 KE0501* NAD 83(1986)-  39 30 40.     (N)    095 05 10.     (W)     SCALED    
 KE0501* NAVD 88     -       246.447  (meters)     808.55   (feet)  ADJUSTED  
 KE0501  ___________________________________________________________________
 KE0501  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KE0501  DYNAMIC HT  -         246.296 (meters)     808.06  (feet)  COMP
 KE0501  MODELED GRAV-     980,007.8   (mgal)                       NAVD 88
 KE0501
 KE0501  VERT ORDER  -  FIRST     CLASS II
 KE0501
 KE0501.The horizontal coordinates were scaled from a topographic map and have
 KE0501.an estimated accuracy of +/- 6 seconds.
 KE0501
 KE0501.The orthometric height was determined by differential leveling
 KE0501.and adjusted by the National Geodetic Survey in June 1991..
 KE0501
 KE0501.The geoid height was determined by GEOID03.
 KE0501
 KE0501.The dynamic height is computed by dividing the NAVD 88
 KE0501.geopotential number by the normal gravity value computed on the
 KE0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0501.degrees latitude (g = 980.6199 gals.).
 KE0501
 KE0501.The modeled gravity was interpolated from observed gravity values.
 KE0501
 KE0501;                    North         East    Units  Estimated Accuracy
 KE0501;SPC KS N     -   134,780.      650,540.      MT  (+/- 180 meters Scaled)
 KE0501
 KE0501                          SUPERSEDED SURVEY CONTROL
 KE0501
 KE0501  NGVD 29 (??/??/92)  246.346  (m)          808.22   (f) ADJ UNCH    1 2
 KE0501
 KE0501.Superseded values are not recommended for survey control.
 KE0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0501.See file dsdata.txt to determine how the superseded data were derived.
 KE0501
 KE0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD206755(NAD 83)
 KE0501_MARKER: DB = BENCH MARK DISK
 KE0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0501_STAMPING: D 281 1948
 KE0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0501+STABILITY: SURFACE MOTION
 KE0501
 KE0501  HISTORY     - Date     Condition        Report By
 KE0501  HISTORY     - 1948     MONUMENTED       CGS
 KE0501  HISTORY     - 1957     GOOD             NGS
 KE0501  HISTORY     - 19890820 MARK NOT FOUND   NGS
 KE0501
 KE0501                          STATION DESCRIPTION
 KE0501
 KE0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0501'3.9 MI SE FROM ATCHISON.
 KE0501'3.9 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILWAY FROM
 KE0501'THE STATION AT ATCHISON, SET IN ROBERT THOMASONS YARD, ABOUT
 KE0501'400.0 FEET SOUTHWEST OF THE MISSOURI PACIFIC TRACK, 117.0
 KE0501'FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 40.7 FEET NORTHEAST
 KE0501'OF THE NORTHWEST CORNER OF THE HOUSE, 17.0 FEET NORTH OF THE
 KE0501'CENTER LINE OF A PRIVATE DRIVE, 7.0 FEET SOUTHWEST OF A 20-INCH
 KE0501'ELM TREE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0501'0.2 FOOT ABOVE THE GROUND.  NOTE-- THAT THE MARK IS 2 INCHES
 KE0501'BELOW THE SURFACE OF THE GROUND.
 KE0501
 KE0501                          STATION RECOVERY (1957)
 KE0501
 KE0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0501'RECOVERED IN GOOD CONDITION.
 KE0501
 KE0501                          STATION RECOVERY (1989)
 KE0501
 KE0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0202 ***********************************************************************
 KE0202  DESIGNATION -  D 282
 KE0202  PID         -  KE0202
 KE0202  STATE/COUNTY-  KS/WYANDOTTE
 KE0202  USGS QUAD   -  PARKVILLE (1991)
 KE0202
 KE0202                         *CURRENT SURVEY CONTROL
 KE0202  ___________________________________________________________________
 KE0202* NAD 83(1986)-  39 10 06.     (N)    094 44 59.     (W)     SCALED    
 KE0202* NAVD 88     -       231.524  (meters)     759.59   (feet)  ADJUSTED  
 KE0202  ___________________________________________________________________
 KE0202  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE0202  DYNAMIC HT  -         231.373 (meters)     759.10  (feet)  COMP
 KE0202  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 KE0202
 KE0202  VERT ORDER  -  FIRST     CLASS II
 KE0202
 KE0202.The horizontal coordinates were scaled from a topographic map and have
 KE0202.an estimated accuracy of +/- 6 seconds.
 KE0202
 KE0202.The orthometric height was determined by differential leveling
 KE0202.and adjusted by the National Geodetic Survey in June 1991..
 KE0202
 KE0202.The geoid height was determined by GEOID03.
 KE0202
 KE0202.The dynamic height is computed by dividing the NAVD 88
 KE0202.geopotential number by the normal gravity value computed on the
 KE0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0202.degrees latitude (g = 980.6199 gals.).
 KE0202
 KE0202.The modeled gravity was interpolated from observed gravity values.
 KE0202
 KE0202;                    North         East    Units  Estimated Accuracy
 KE0202;SPC KS N     -    97,730.      680,820.      MT  (+/- 180 meters Scaled)
 KE0202
 KE0202                          SUPERSEDED SURVEY CONTROL
 KE0202
 KE0202  NGVD 29 (??/??/92)  231.438  (m)          759.31   (f) ADJ UNCH    1 2
 KE0202
 KE0202.Superseded values are not recommended for survey control.
 KE0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0202.See file dsdata.txt to determine how the superseded data were derived.
 KE0202
 KE0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD488369(NAD 83)
 KE0202_MARKER: DB = BENCH MARK DISK
 KE0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0202_STAMPING: D 282 1948
 KE0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0202+STABILITY: SURFACE MOTION
 KE0202
 KE0202  HISTORY     - Date     Condition        Report By
 KE0202  HISTORY     - 1948     MONUMENTED       CGS
 KE0202  HISTORY     - 1951     GOOD             NGS
 KE0202
 KE0202                          STATION DESCRIPTION
 KE0202
 KE0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0202'0.6 MI E FROM POMEROY.
 KE0202'0.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0202'CROSSING OF THE DIRT ROAD AND RAILROAD AT POMEROY, 0.4 MILE
 KE0202'WEST OF A RAILWAY BRIDGE OVER A SMALL STREAM, 4 POLES EAST OF
 KE0202'MILEPOST 295-30, 54.0 FEET SOUTHWEST OF A BATTERY SIGNAL BOX,
 KE0202'23.0 FEET SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC TRACK,
 KE0202'15.0 FEET NORTH OF THE CENTER LINE OF A TRAIL, 6.7 FEET WEST OF
 KE0202'A TELEPHONE POLE, 3.2 FEET EAST OF A REFERENCE POST, AND SET IN
 KE0202'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 KE0202
 KE0202                          STATION RECOVERY (1951)
 KE0202
 KE0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0443 ***********************************************************************
 JF0443  DESIGNATION -  D 283
 JF0443  PID         -  JF0443
 JF0443  STATE/COUNTY-  KS/DICKINSON
 JF0443  USGS QUAD   -  CHAPMAN (1979)
 JF0443
 JF0443                         *CURRENT SURVEY CONTROL
 JF0443  ___________________________________________________________________
 JF0443* NAD 83(1986)-  38 58 07.     (N)    097 02 13.     (W)     SCALED    
 JF0443* NAVD 88     -       344.562  (meters)    1130.45   (feet)  ADJUSTED  
 JF0443  ___________________________________________________________________
 JF0443  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 JF0443  DYNAMIC HT  -         344.320 (meters)    1129.66  (feet)  COMP
 JF0443  MODELED GRAV-     979,918.1   (mgal)                       NAVD 88
 JF0443
 JF0443  VERT ORDER  -  FIRST     CLASS II
 JF0443
 JF0443.The horizontal coordinates were scaled from a topographic map and have
 JF0443.an estimated accuracy of +/- 6 seconds.
 JF0443
 JF0443.The orthometric height was determined by differential leveling
 JF0443.and adjusted by the National Geodetic Survey in June 1991..
 JF0443
 JF0443.The geoid height was determined by GEOID03.
 JF0443
 JF0443.The dynamic height is computed by dividing the NAVD 88
 JF0443.geopotential number by the normal gravity value computed on the
 JF0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0443.degrees latitude (g = 980.6199 gals.).
 JF0443
 JF0443.The modeled gravity was interpolated from observed gravity values.
 JF0443
 JF0443;                    North         East    Units  Estimated Accuracy
 JF0443;SPC KS N     -    70,970.      483,460.      MT  (+/- 180 meters Scaled)
 JF0443
 JF0443                          SUPERSEDED SURVEY CONTROL
 JF0443
 JF0443  NGVD 29 (??/??/92)  344.440  (m)         1130.05   (f) ADJ UNCH    1 2
 JF0443
 JF0443.Superseded values are not recommended for survey control.
 JF0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0443.See file dsdata.txt to determine how the superseded data were derived.
 JF0443
 JF0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ700151(NAD 83)
 JF0443_MARKER: DB = BENCH MARK DISK
 JF0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0443_SP_SET: CONCRETE POST
 JF0443_STAMPING: D 283 1947
 JF0443_MARK LOGO: CGS   
 JF0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0443+STABILITY: SURFACE MOTION
 JF0443
 JF0443  HISTORY     - Date     Condition        Report By
 JF0443  HISTORY     - 1947     MONUMENTED       CGS
 JF0443  HISTORY     - 1961     GOOD             NGS
 JF0443  HISTORY     - 1986     GOOD             NGS
 JF0443
 JF0443                          STATION DESCRIPTION
 JF0443
 JF0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0443'1 MI SW FROM CHAPMAN.
 JF0443'1.0 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 JF0443'STATION AT CHAPMAN, AT A ROAD CROSSING, 13 POLES SOUTHWEST OF
 JF0443'MILEPOST 153, 116.8 FEET NORTH OF THE NORTHEAST CORNER OF A
 JF0443'LARGE FARMHOUSE, 95.0 FEET EAST OF THE CENTER LINE OF A ROAD,
 JF0443'45.0 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK AND 2 FEET HIGHER,
 JF0443'2.5 FEET WEST OF A POINT IN LINE WITH THE EAST WALL OF THE
 JF0443'FARMHOUSE, 2.0 FEET EAST OF A REFERENCE POST, 1.6 FEET NORTH
 JF0443'OF A FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS
 JF0443'0.5 FOOT ABOVE THE GROUND.
 JF0443
 JF0443                          STATION RECOVERY (1961)
 JF0443
 JF0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0443'RECOVERED IN GOOD CONDITION.
 JF0443
 JF0443                          STATION RECOVERY (1986)
 JF0443
 JF0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0443'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.7 KM (10.3
 JF0443'MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0443'ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1018 ***********************************************************************
 JF1018  DESIGNATION -  D 284
 JF1018  PID         -  JF1018
 JF1018  STATE/COUNTY-  KS/SALINE
 JF1018  USGS QUAD   -  SALINA (1978)
 JF1018
 JF1018                         *CURRENT SURVEY CONTROL
 JF1018  ___________________________________________________________________
 JF1018* NAD 83(1986)-  38 51 26.     (N)    097 34 59.     (W)     SCALED    
 JF1018* NAVD 88     -       372.724  (meters)    1222.85   (feet)  ADJUSTED  
 JF1018  ___________________________________________________________________
 JF1018  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 JF1018  DYNAMIC HT  -         372.475 (meters)    1222.03  (feet)  COMP
 JF1018  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 JF1018
 JF1018  VERT ORDER  -  FIRST     CLASS II
 JF1018
 JF1018.The horizontal coordinates were scaled from a topographic map and have
 JF1018.an estimated accuracy of +/- 6 seconds.
 JF1018
 JF1018.The orthometric height was determined by differential leveling
 JF1018.and adjusted by the National Geodetic Survey in June 1991..
 JF1018
 JF1018.The geoid height was determined by GEOID03.
 JF1018
 JF1018.The dynamic height is computed by dividing the NAVD 88
 JF1018.geopotential number by the normal gravity value computed on the
 JF1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1018.degrees latitude (g = 980.6199 gals.).
 JF1018
 JF1018.The modeled gravity was interpolated from observed gravity values.
 JF1018
 JF1018;                    North         East    Units  Estimated Accuracy
 JF1018;SPC KS N     -    58,240.      436,190.      MT  (+/- 180 meters Scaled)
 JF1018
 JF1018                          SUPERSEDED SURVEY CONTROL
 JF1018
 JF1018  NGVD 29 (??/??/92)  372.632  (m)         1222.54   (f) ADJ UNCH    1 2
 JF1018
 JF1018.Superseded values are not recommended for survey control.
 JF1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1018.See file dsdata.txt to determine how the superseded data were derived.
 JF1018
 JF1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ229018(NAD 83)
 JF1018_MARKER: DB = BENCH MARK DISK
 JF1018_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JF1018_SP_SET: GRAIN ELEVATOR FOUNDATION
 JF1018_STAMPING: D 284 1947
 JF1018_MARK LOGO: CGS   
 JF1018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF1018+STABILITY: POSITION/ELEVATION WELL
 JF1018
 JF1018  HISTORY     - Date     Condition        Report By
 JF1018  HISTORY     - 1947     MONUMENTED       CGS
 JF1018  HISTORY     - 1951     GOOD             NGS
 JF1018  HISTORY     - 1986     GOOD             NGS
 JF1018
 JF1018                          STATION DESCRIPTION
 JF1018
 JF1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF1018'1.9 MI E FROM SALINA.
 JF1018'1.9 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE PASSENGER
 JF1018'STATION AT SALINA, 254.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 JF1018'MAIN TRACK, SET IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 JF1018'CORNER (THE MOST EASTERLY CORNER OF THE TWO NORTHEAST CORNERS)
 JF1018'OF THE CONCRETE BASE OF THE CIRCULAR GRAIN STORAGE BINS OF THE
 JF1018'EAST SALINA DIVISION OF THE SHELLABARGERS ELEVATOR AND GRAIN
 JF1018'COMPANY, AND APPROXIMATELY 3.5 FEET ABOVE THE SURFACE OF THE
 JF1018'GROUND.
 JF1018
 JF1018                          STATION RECOVERY (1951)
 JF1018
 JF1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JF1018'RECOVERED IN GOOD CONDITION.
 JF1018
 JF1018                          STATION RECOVERY (1986)
 JF1018
 JF1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0543 ***********************************************************************
 KF0543  DESIGNATION -  D 286
 KF0543  PID         -  KF0543
 KF0543  STATE/COUNTY-  KS/CLOUD
 KF0543  USGS QUAD   -  RICE (1965)
 KF0543
 KF0543                         *CURRENT SURVEY CONTROL
 KF0543  ___________________________________________________________________
 KF0543* NAD 83(1986)-  39 30 48.     (N)    097 34 33.     (W)     SCALED    
 KF0543* NAVD 88     -       456.052  (meters)    1496.23   (feet)  ADJUSTED  
 KF0543  ___________________________________________________________________
 KF0543  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 KF0543  DYNAMIC HT  -         455.768 (meters)    1495.30  (feet)  COMP
 KF0543  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 KF0543
 KF0543  VERT ORDER  -  FIRST     CLASS II
 KF0543
 KF0543.The horizontal coordinates were scaled from a topographic map and have
 KF0543.an estimated accuracy of +/- 6 seconds.
 KF0543
 KF0543.The orthometric height was determined by differential leveling
 KF0543.and adjusted by the National Geodetic Survey in June 1991..
 KF0543
 KF0543.The geoid height was determined by GEOID03.
 KF0543
 KF0543.The dynamic height is computed by dividing the NAVD 88
 KF0543.geopotential number by the normal gravity value computed on the
 KF0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0543.degrees latitude (g = 980.6199 gals.).
 KF0543
 KF0543.The modeled gravity was interpolated from observed gravity values.
 KF0543
 KF0543;                    North         East    Units  Estimated Accuracy
 KF0543;SPC KS N     -   131,080.      436,480.      MT  (+/- 180 meters Scaled)
 KF0543
 KF0543                          SUPERSEDED SURVEY CONTROL
 KF0543
 KF0543  NGVD 29 (??/??/92)  455.914  (m)         1495.78   (f) ADJ UNCH    1 2
 KF0543
 KF0543.Superseded values are not recommended for survey control.
 KF0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0543.See file dsdata.txt to determine how the superseded data were derived.
 KF0543
 KF0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ224747(NAD 83)
 KF0543_MARKER: DB = BENCH MARK DISK
 KF0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0543_STAMPING: D 286 1947
 KF0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0543+STABILITY: SURFACE MOTION
 KF0543
 KF0543  HISTORY     - Date     Condition        Report By
 KF0543  HISTORY     - 1947     MONUMENTED       CGS
 KF0543
 KF0543                          STATION DESCRIPTION
 KF0543
 KF0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0543'4.7 MI NW FROM AURORA.
 KF0543'4.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0543'RAILROAD FROM THE STATION AT AURORA, AT A PRIVATE ROAD CROSSING,
 KF0543'2 POLES SOUTHEAST OF MILEPOST 107, 84.4 FEET NORTHEAST OF THE
 KF0543'NORTHEAST RAIL OF THE TRACK, 30.0 FEET SOUTHEAST OF THE CENTER
 KF0543'LINE OF THE ROAD, 16.5 FEET SOUTHEAST OF THE SOUTHEAST GATE POST,
 KF0543'1.4 FEET NORTHEAST OF A FENCE, 2.6 FEET NORTH OF A REFERENCE
 KF0543'POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0604 ***********************************************************************
 KF0604  FBN         -  This is a Federal Base Network Control Station.
 KF0604  DESIGNATION -  D 287
 KF0604  PID         -  KF0604
 KF0604  STATE/COUNTY-  KS/JEWELL
 KF0604  USGS QUAD   -  COURTLAND (1969)
 KF0604
 KF0604                         *CURRENT SURVEY CONTROL
 KF0604  ___________________________________________________________________
 KF0604* NAD 83(1997)-  39 46 41.94775(N)    097 57 05.42614(W)     ADJUSTED  
 KF0604* NAVD 88     -       450.038  (meters)    1476.50   (feet)  ADJUSTED  
 KF0604  ___________________________________________________________________
 KF0604  X           -    -679,061.012 (meters)                     COMP
 KF0604  Y           -  -4,861,622.316 (meters)                     COMP
 KF0604  Z           -   4,059,370.794 (meters)                     COMP
 KF0604  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 KF0604  ELLIP HEIGHT-         423.65  (meters)          (08/12/03) GPS OBS
 KF0604  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 KF0604  DYNAMIC HT  -         449.771 (meters)    1475.62  (feet)  COMP
 KF0604  MODELED GRAV-     980,018.1   (mgal)                       NAVD 88
 KF0604
 KF0604  HORZ ORDER  -  A
 KF0604  VERT ORDER  -  FIRST     CLASS II
 KF0604  ELLP ORDER  -  FOURTH    CLASS I
 KF0604
 KF0604.The horizontal coordinates were established by GPS observations
 KF0604.and adjusted by the National Geodetic Survey in August 2003..
 KF0604
 KF0604.The orthometric height was determined by differential leveling
 KF0604.and adjusted by the National Geodetic Survey in June 1991..
 KF0604
 KF0604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0604
 KF0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0604
 KF0604.The ellipsoidal height was determined by GPS observations
 KF0604.and is referenced to NAD 83.
 KF0604
 KF0604.The geoid height was determined by GEOID03.
 KF0604
 KF0604.The dynamic height is computed by dividing the NAVD 88
 KF0604.geopotential number by the normal gravity value computed on the
 KF0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0604.degrees latitude (g = 980.6199 gals.).
 KF0604
 KF0604.The modeled gravity was interpolated from observed gravity values.
 KF0604
 KF0604;                    North         East     Units Scale Factor Converg.
 KF0604;SPC KS N     -   160,416.653   404,154.338   MT  0.99999919   +0 01 50.5
 KF0604;UTM  14      - 4,403,678.924   589,788.688   MT  0.99969925   +0 40 15.2
 KF0604
 KF0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0604!SPC KS N     -   0.99993354  x   0.99999919  =   0.99993273
 KF0604!UTM  14      -   0.99993354  x   0.99969925  =   0.99963281
 KF0604
 KF0604                          SUPERSEDED SURVEY CONTROL
 KF0604
 KF0604  NAD 83(1997)-  39 46 41.95107(N)    097 57 05.43849(W) AD(       ) 3
 KF0604  ELLIP H (10/02/98)  423.46   (m)                       GP(       ) 4 1
 KF0604  NAD 83(1997)-  39 46 41.95468(N)    097 57 05.44055(W) AD(       ) 3
 KF0604  NAD 83(1986)-  39 46 41.95819(N)    097 57 05.43880(W) AD(       ) 3
 KF0604  NAVD 88 (08/12/03)  450.04   (m)         1476.5    (f) LEVELING    3  
 KF0604  NGVD 29 (??/??/92)  449.888  (m)         1476.01   (f) ADJ UNCH    1 2
 KF0604
 KF0604.Superseded values are not recommended for survey control.
 KF0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0604.See file dsdata.txt to determine how the superseded data were derived.
 KF0604
 KF0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK8978903679(NAD 83)
 KF0604_MARKER: DB = BENCH MARK DISK
 KF0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0604_SP_SET: CONCRETE POST
 KF0604_STAMPING: D 287 1947
 KF0604_MARK LOGO: CGS   
 KF0604_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0604+STABILITY: SURFACE MOTION
 KF0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0604+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 KF0604
 KF0604  HISTORY     - Date     Condition        Report By
 KF0604  HISTORY     - 1947     MONUMENTED       CGS
 KF0604  HISTORY     - 19890626 GOOD             NGS
 KF0604  HISTORY     - 20020717 GOOD             NGS
 KF0604
 KF0604                          STATION DESCRIPTION
 KF0604
 KF0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0604'2.2 MI E FROM FORMOSO.
 KF0604'2.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KF0604'RAILROAD FROM THE STATION AT FORMOSO, SET IN THE SOUTHEAST
 KF0604'QUARTER OF A ROAD CROSSING, 44.4 FEET SOUTH OF THE SOUTH RAIL
 KF0604'OF THE TRACK, 50.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KF0604'2.1 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A REFERENCE POST,
 KF0604'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 KF0604'THE GROUND.
 KF0604
 KF0604                          STATION RECOVERY (1989)
 KF0604
 KF0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KF0604'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF COURTLAND, 3.5
 KF0604'KM (2.15 MI) EAST OF FORMOSO, AT THE JUNCTION OF A RAILROAD TRACK AND
 KF0604'A DIRT ROAD, ON RAILROAD RIGHT-OF-WAY, ON THE WEST EDGE OF SECTION 24,
 KF0604'T 3 S, R 6 W.  OWNERSHIP--CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD.
 KF0604'TO REACH THE STATION FROM THE SMALL CITY HALL BUILDING IN COURTLAND AT
 KF0604'THE JUNCTION OF LIBERTY AND MAIN STREETS, GO NORTH ON MAIN STREET FOR
 KF0604'0.13 KM (0.10 MI) TO A CROSS STREET.  TURN LEFT, WEST, ON GRANT STREET
 KF0604'FOR 3.2 KM (2.00 MI) TO A DIRT CROSSROAD (JEWELL-REPUBLIC COUNTY
 KF0604'LINE).  CONTINUE WEST FOR 1.6 KM (1.00 MI) TO A DIRT ROAD LEFT BETWEEN
 KF0604'TWO SMALL BRIDGES.  TURN LEFT, SOUTH, FOR 0.65 KM (0.40 MI) TO THE
 KF0604'RAIL CROSSING AND THE STATION ON THE LEFT, ALONG THE SOUTH PASTURE
 KF0604'FENCE.
 KF0604'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 KF0604'CONCRETE POST PROJECTING 15 CM ABOVE THE GROUND.  LOCATED 15.6 M
 KF0604'(51.2 FT) EAST OF THE ROAD CENTER, 13.6 M (44.6 FT) SOUTH OF THE SOUTH
 KF0604'RAIL OF TRACK, 0.5 M (1.6 FT) NORTH OF A WIRE FENCE AND 0.3 M
 KF0604'(1.0 FT) WEST OF A CARSONITE WITNESS POST.
 KF0604'DESCRIBED BY G.R. HEID, TYPED BY HJS.
 KF0604
 KF0604                          STATION RECOVERY (2002)
 KF0604
 KF0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 KF0604'RECOVERED AS DESCRIBED.
 KF0604' 
 KF0604' 
 KF0604'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0034 ***********************************************************************
 KG0034  DESIGNATION -  D 288
 KG0034  PID         -  KG0034
 KG0034  STATE/COUNTY-  KS/JEWELL
 KG0034  USGS QUAD   -  WEBBER (1969)
 KG0034
 KG0034                         *CURRENT SURVEY CONTROL
 KG0034  ___________________________________________________________________
 KG0034* NAD 83(1986)-  39 57 41.     (N)    098 02 34.     (W)     SCALED    
 KG0034* NAVD 88     -       495.872  (meters)    1626.87   (feet)  ADJUSTED  
 KG0034  ___________________________________________________________________
 KG0034  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 KG0034  DYNAMIC HT  -         495.578 (meters)    1625.91  (feet)  COMP
 KG0034  MODELED GRAV-     980,018.2   (mgal)                       NAVD 88
 KG0034
 KG0034  VERT ORDER  -  FIRST     CLASS II
 KG0034
 KG0034.The horizontal coordinates were scaled from a topographic map and have
 KG0034.an estimated accuracy of +/- 6 seconds.
 KG0034
 KG0034.The orthometric height was determined by differential leveling
 KG0034.and adjusted by the National Geodetic Survey in June 1991..
 KG0034
 KG0034.The geoid height was determined by GEOID03.
 KG0034
 KG0034.The dynamic height is computed by dividing the NAVD 88
 KG0034.geopotential number by the normal gravity value computed on the
 KG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0034.degrees latitude (g = 980.6199 gals.).
 KG0034
 KG0034.The modeled gravity was interpolated from observed gravity values.
 KG0034
 KG0034;                    North         East    Units  Estimated Accuracy
 KG0034;SPC KS N     -   180,740.      396,350.      MT  (+/- 180 meters Scaled)
 KG0034
 KG0034                          SUPERSEDED SURVEY CONTROL
 KG0034
 KG0034  NGVD 29 (??/??/92)  495.698  (m)         1626.30   (f) ADJ UNCH    1 2
 KG0034
 KG0034.Superseded values are not recommended for survey control.
 KG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0034.See file dsdata.txt to determine how the superseded data were derived.
 KG0034
 KG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK817239(NAD 83)
 KG0034_MARKER: DB = BENCH MARK DISK
 KG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0034_STAMPING: D 288 1947
 KG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0034+STABILITY: SURFACE MOTION
 KG0034
 KG0034  HISTORY     - Date     Condition        Report By
 KG0034  HISTORY     - 1947     MONUMENTED       CGS
 KG0034
 KG0034                          STATION DESCRIPTION
 KG0034
 KG0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KG0034'2 MI NW FROM WEBBER.
 KG0034'2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KG0034'RAILROAD FROM THE STATION AT WEBBER, IN THE SOUTHEAST QUARTER
 KG0034'OF A PRIVATE ROAD CROSSING, 89.6 FEET EAST OF MILEPOST 149,
 KG0034'55.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 45.9 FEET EAST
 KG0034'OF THE EAST RAIL OF THE TRACK, 1.3 FEET WEST OF A FENCE, 1.5
 KG0034'FEET SOUTH OF A REFERENCE POST, ON THE NORTH SLOPE OF A SMALL
 KG0034'HILL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 KG0034'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0418 ***********************************************************************
 KF0418  DESIGNATION -  D 289
 KF0418  PID         -  KF0418
 KF0418  STATE/COUNTY-  KS/CLAY
 KF0418  USGS QUAD   -  LONGFORD (1965)
 KF0418
 KF0418                         *CURRENT SURVEY CONTROL
 KF0418  ___________________________________________________________________
 KF0418* NAD 83(1986)-  39 10 47.     (N)    097 19 50.     (W)     SCALED    
 KF0418* NAVD 88     -       399.585  (meters)    1310.97   (feet)  ADJUSTED  
 KF0418  ___________________________________________________________________
 KF0418  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 KF0418  DYNAMIC HT  -         399.342 (meters)    1310.17  (feet)  COMP
 KF0418  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 KF0418
 KF0418  VERT ORDER  -  FIRST     CLASS II
 KF0418
 KF0418.The horizontal coordinates were scaled from a topographic map and have
 KF0418.an estimated accuracy of +/- 6 seconds.
 KF0418
 KF0418.The orthometric height was determined by differential leveling
 KF0418.and adjusted by the National Geodetic Survey in June 1991..
 KF0418
 KF0418.The geoid height was determined by GEOID03.
 KF0418
 KF0418.The dynamic height is computed by dividing the NAVD 88
 KF0418.geopotential number by the normal gravity value computed on the
 KF0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0418.degrees latitude (g = 980.6199 gals.).
 KF0418
 KF0418.The modeled gravity was interpolated from observed gravity values.
 KF0418
 KF0418;                    North         East    Units  Estimated Accuracy
 KF0418;SPC KS N     -    94,170.      457,840.      MT  (+/- 180 meters Scaled)
 KF0418
 KF0418                          SUPERSEDED SURVEY CONTROL
 KF0418
 KF0418  NGVD 29 (??/??/92)  399.486  (m)         1310.65   (f) ADJ UNCH    1 2
 KF0418
 KF0418.Superseded values are not recommended for survey control.
 KF0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0418.See file dsdata.txt to determine how the superseded data were derived.
 KF0418
 KF0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ441380(NAD 83)
 KF0418_MARKER: DB = BENCH MARK DISK
 KF0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0418_STAMPING: D 289 1947
 KF0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0418+STABILITY: SURFACE MOTION
 KF0418
 KF0418  HISTORY     - Date     Condition        Report By
 KF0418  HISTORY     - 1947     MONUMENTED       CGS
 KF0418
 KF0418                          STATION DESCRIPTION
 KF0418
 KF0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0418'0.5 MI N FROM LONGFORD.
 KF0418'0.5 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0418'FROM THE STATION AT LONGFORD, 114.6 FEET SOUTHEAST OF MILEPOST
 KF0418'79, 46.6 FEET EAST OF THE EAST RAIL OF THE TRACK, 1.0 FOOT
 KF0418'WEST OF A FENCE, 1.6 FEET NORTH OF A REFERENCE POST, ABOUT
 KF0418'6.0 FEET HIGHER THAN THE TRACK, SET IN THE TOP OF A CONCRETE
 KF0418'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0450 ***********************************************************************
 JG0450  DESIGNATION -  D 29
 JG0450  PID         -  JG0450
 JG0450  STATE/COUNTY-  KS/PAWNEE
 JG0450  USGS QUAD   -  FORT LARNED (1970)
 JG0450
 JG0450                         *CURRENT SURVEY CONTROL
 JG0450  ___________________________________________________________________
 JG0450* NAD 83(1986)-  38 09 56.     (N)    099 11 10.     (W)     SCALED    
 JG0450* NAVD 88     -       617.454  (meters)    2025.76   (feet)  ADJUSTED  
 JG0450  ___________________________________________________________________
 JG0450  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 JG0450  DYNAMIC HT  -         616.973 (meters)    2024.19  (feet)  COMP
 JG0450  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 JG0450
 JG0450  VERT ORDER  -  SECOND    CLASS 0
 JG0450
 JG0450.The horizontal coordinates were scaled from a topographic map and have
 JG0450.an estimated accuracy of +/- 6 seconds.
 JG0450
 JG0450.The orthometric height was determined by differential leveling
 JG0450.and adjusted by the National Geodetic Survey in June 1991..
 JG0450
 JG0450.The geoid height was determined by GEOID03.
 JG0450
 JG0450.The dynamic height is computed by dividing the NAVD 88
 JG0450.geopotential number by the normal gravity value computed on the
 JG0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0450.degrees latitude (g = 980.6199 gals.).
 JG0450
 JG0450.The modeled gravity was interpolated from observed gravity values.
 JG0450
 JG0450;                    North         East    Units  Estimated Accuracy
 JG0450;SPC KS S     -   566,580.      339,880.      MT  (+/- 180 meters Scaled)
 JG0450
 JG0450                          SUPERSEDED SURVEY CONTROL
 JG0450
 JG0450  NGVD 29 (??/??/92)  617.281  (m)         2025.20   (f) ADJ UNCH    2 0
 JG0450
 JG0450.Superseded values are not recommended for survey control.
 JG0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0450.See file dsdata.txt to determine how the superseded data were derived.
 JG0450
 JG0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH836242(NAD 83)
 JG0450_MARKER: DB = BENCH MARK DISK
 JG0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0450_STAMPING: D 29 1934
 JG0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0450+STABILITY: SURFACE MOTION
 JG0450
 JG0450  HISTORY     - Date     Condition        Report By
 JG0450  HISTORY     - 1934     MONUMENTED       CGS
 JG0450
 JG0450                          STATION DESCRIPTION
 JG0450
 JG0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0450'5 MI W FROM LARNED.
 JG0450'5.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0450'FROM LARNED, PAWNEE COUNTY, 47 FEET NORTHEAST OF THE CENTER OF
 JG0450'A COUNTY ROAD CROSSING, 23 FEET EAST OF THE CENTERLINE OF THE
 JG0450'ROAD, AND 43 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 JG0450'STANDARD DISK, STAMPED D 29 1934 AND SET IN THE TOP OF A CONCRETE
 JG0450'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0489 ***********************************************************************
 JF0489  DESIGNATION -  D 290
 JF0489  PID         -  JF0489
 JF0489  STATE/COUNTY-  KS/DICKINSON
 JF0489  USGS QUAD   -  SOLOMON (1979)
 JF0489
 JF0489                         *CURRENT SURVEY CONTROL
 JF0489  ___________________________________________________________________
 JF0489* NAD 83(1986)-  38 54 24.     (N)    097 17 06.     (W)     SCALED    
 JF0489* NAVD 88     -       353.649  (meters)    1160.26   (feet)  POSTED    
 JF0489  ___________________________________________________________________
 JF0489  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 JF0489  DYNAMIC HT  -         353.410 (meters)    1159.48  (feet)  COMP
 JF0489  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 JF0489
 JF0489  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0489
 JF0489.The horizontal coordinates were scaled from a topographic map and have
 JF0489.an estimated accuracy of +/- 6 seconds.
 JF0489
 JF0489.The orthometric height was determined by differential leveling
 JF0489.and adjusted by the National Geodetic Survey in 1992..
 JF0489.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0489.rate of 0.0 thru 1.0 mm/km.
 JF0489
 JF0489.The geoid height was determined by GEOID03.
 JF0489
 JF0489.The dynamic height is computed by dividing the NAVD 88
 JF0489.geopotential number by the normal gravity value computed on the
 JF0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0489.degrees latitude (g = 980.6199 gals.).
 JF0489
 JF0489.The modeled gravity was interpolated from observed gravity values.
 JF0489
 JF0489;                    North         East    Units  Estimated Accuracy
 JF0489;SPC KS N     -    63,890.      462,020.      MT  (+/- 180 meters Scaled)
 JF0489
 JF0489                          SUPERSEDED SURVEY CONTROL
 JF0489
 JF0489  NGVD 29 (??/??/92)  353.543  (m)         1159.92   (f) ADJ UNCH    1 2
 JF0489
 JF0489.Superseded values are not recommended for survey control.
 JF0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0489.See file dsdata.txt to determine how the superseded data were derived.
 JF0489
 JF0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ487078(NAD 83)
 JF0489_MARKER: DB = BENCH MARK DISK
 JF0489_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JF0489_SP_SET: FOUNDATION WALL
 JF0489_STAMPING: D 290 1947
 JF0489_MARK LOGO: CGS   
 JF0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0489+STABILITY: SURFACE MOTION
 JF0489
 JF0489  HISTORY     - Date     Condition        Report By
 JF0489  HISTORY     - 1947     MONUMENTED       CGS
 JF0489  HISTORY     - 1968     GOOD             NGS
 JF0489  HISTORY     - 1986     GOOD             NGS
 JF0489
 JF0489                          STATION DESCRIPTION
 JF0489
 JF0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0489'3.8 MI W FROM ABILENE.
 JF0489'3.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JF0489'AT ABILENE, AT THE ABILENE PUMPING STATION, 69.3 FEET SOUTH
 JF0489'OF THE SOUTH RAIL OF THE MAIN TRACK, 26.0 FEET EAST OF THE
 JF0489'EAST EDGE OF THE MAIN OR NORTH ENTRANCE, 3.9 FEET ABOVE GROUND,
 JF0489'1.3 FEET ABOVE THE WATER TABLE, 0.7 FOOT WEST OF THE NORTHEAST
 JF0489'CORNER OF THE BUILDING, SET VERTICALLY IN THE NORTH WALL OF THE
 JF0489'BUILDING.
 JF0489
 JF0489                          STATION RECOVERY (1968)
 JF0489
 JF0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0489'RECOVERED IN GOOD CONDITION.
 JF0489
 JF0489                          STATION RECOVERY (1986)
 JF0489
 JF0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0973 ***********************************************************************
 JF0973  DESIGNATION -  D 291
 JF0973  PID         -  JF0973
 JF0973  STATE/COUNTY-  KS/SALINE
 JF0973  USGS QUAD   -  SALINA SW (1978)
 JF0973
 JF0973                         *CURRENT SURVEY CONTROL
 JF0973  ___________________________________________________________________
 JF0973* NAD 83(1986)-  38 49 37.     (N)    097 41 39.     (W)     SCALED    
 JF0973* NAVD 88     -       378.954  (meters)    1243.28   (feet)  ADJUSTED  
 JF0973  ___________________________________________________________________
 JF0973  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 JF0973  DYNAMIC HT  -         378.697 (meters)    1242.44  (feet)  COMP
 JF0973  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 JF0973
 JF0973  VERT ORDER  -  FIRST     CLASS II
 JF0973
 JF0973.The horizontal coordinates were scaled from a topographic map and have
 JF0973.an estimated accuracy of +/- 6 seconds.
 JF0973
 JF0973.The orthometric height was determined by differential leveling
 JF0973.and adjusted by the National Geodetic Survey in June 1991..
 JF0973
 JF0973.The geoid height was determined by GEOID03.
 JF0973
 JF0973.The dynamic height is computed by dividing the NAVD 88
 JF0973.geopotential number by the normal gravity value computed on the
 JF0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0973.degrees latitude (g = 980.6199 gals.).
 JF0973
 JF0973.The modeled gravity was interpolated from observed gravity values.
 JF0973
 JF0973;                    North         East    Units  Estimated Accuracy
 JF0973;SPC KS N     -    54,840.      426,560.      MT  (+/- 180 meters Scaled)
 JF0973
 JF0973                          SUPERSEDED SURVEY CONTROL
 JF0973
 JF0973  NGVD 29 (??/??/92)  378.857  (m)         1242.97   (f) ADJ UNCH    1 2
 JF0973
 JF0973.Superseded values are not recommended for survey control.
 JF0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0973.See file dsdata.txt to determine how the superseded data were derived.
 JF0973
 JF0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH133983(NAD 83)
 JF0973_MARKER: DB = BENCH MARK DISK
 JF0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0973_STAMPING: D 291 1952
 JF0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0973+STABILITY: SURFACE MOTION
 JF0973
 JF0973  HISTORY     - Date     Condition        Report By
 JF0973  HISTORY     - 1952     MONUMENTED       CGS
 JF0973
 JF0973                          STATION DESCRIPTION
 JF0973
 JF0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0973'4.4 MI SW FROM SALINA.
 JF0973'4.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0973'STATION AT SALINA, AT A ROAD CROSSING, 123 FEET SOUTHEAST OF
 JF0973'MILEPOST 191, 80 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 68 FEET
 JF0973'SOUTH OF THE CENTER LINE OF AN EAST AND WEST DIRT ROAD, 42 FEET
 JF0973'SOUTHEAST OF A TELEGRAPH POLE, 3 FEET NORTH OF A WITNESS POST,
 JF0973'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 JF0973'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1065 ***********************************************************************
 JF1065  DESIGNATION -  D 292
 JF1065  PID         -  JF1065
 JF1065  STATE/COUNTY-  KS/SALINE
 JF1065  USGS QUAD   -  SALINA (1978)
 JF1065
 JF1065                         *CURRENT SURVEY CONTROL
 JF1065  ___________________________________________________________________
 JF1065* NAD 83(1986)-  38 46 11.     (N)    097 36 13.     (W)     SCALED    
 JF1065* NAVD 88     -       380.538  (meters)    1248.48   (feet)  ADJUSTED  
 JF1065  ___________________________________________________________________
 JF1065  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 JF1065  DYNAMIC HT  -         380.280 (meters)    1247.64  (feet)  COMP
 JF1065  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 JF1065
 JF1065  VERT ORDER  -  FIRST     CLASS II
 JF1065
 JF1065.The horizontal coordinates were scaled from a topographic map and have
 JF1065.an estimated accuracy of +/- 6 seconds.
 JF1065
 JF1065.The orthometric height was determined by differential leveling
 JF1065.and adjusted by the National Geodetic Survey in June 1991..
 JF1065
 JF1065.The geoid height was determined by GEOID03.
 JF1065
 JF1065.The dynamic height is computed by dividing the NAVD 88
 JF1065.geopotential number by the normal gravity value computed on the
 JF1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1065.degrees latitude (g = 980.6199 gals.).
 JF1065
 JF1065.The modeled gravity was interpolated from observed gravity values.
 JF1065
 JF1065;                    North         East    Units  Estimated Accuracy
 JF1065;SPC KS N     -    48,520.      434,450.      MT  (+/- 180 meters Scaled)
 JF1065
 JF1065                          SUPERSEDED SURVEY CONTROL
 JF1065
 JF1065  NGVD 29 (??/??/92)  380.438  (m)         1248.15   (f) ADJ UNCH    1 2
 JF1065
 JF1065.Superseded values are not recommended for survey control.
 JF1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1065.See file dsdata.txt to determine how the superseded data were derived.
 JF1065
 JF1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH213921(NAD 83)
 JF1065_MARKER: DB = BENCH MARK DISK
 JF1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1065_SP_SET: CONCRETE POST
 JF1065_STAMPING: D 292 1952
 JF1065_MARK LOGO: CGS   
 JF1065_PROJECTION: FLUSH
 JF1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1065+STABILITY: SURFACE MOTION
 JF1065
 JF1065  HISTORY     - Date     Condition        Report By
 JF1065  HISTORY     - 1952     MONUMENTED       CGS
 JF1065  HISTORY     - 1986     GOOD             NGS
 JF1065
 JF1065                          STATION DESCRIPTION
 JF1065
 JF1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1065'6 MI S FROM SALINA.
 JF1065'6.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1065'STATION AT SALINA, AT A ROAD CROSSING, 214 FEET NORTH OF THE
 JF1065'CENTER LINE OF AN EAST AND WEST ROAD, 65 FEET EAST OF MILEPOST
 JF1065'6, 28.8 FEET EAST OF THE EAST RAIL, 1.4 FEET WEST OF A FENCE,
 JF1065'1.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 JF1065'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JF1065
 JF1065                          STATION RECOVERY (1986)
 JF1065
 JF1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1065'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS. 6.3 KM (3.9 MI)
 JF1065'SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1065'CRAWFORD AVENUE IN SALINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0802 ***********************************************************************
 JF0802  DESIGNATION -  D 293
 JF0802  PID         -  JF0802
 JF0802  STATE/COUNTY-  KS/MCPHERSON
 JF0802  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0802
 JF0802                         *CURRENT SURVEY CONTROL
 JF0802  ___________________________________________________________________
 JF0802* NAD 83(1986)-  38 23 23.     (N)    097 40 33.     (W)     SCALED    
 JF0802* NAVD 88     -       459.003  (meters)    1505.91   (feet)  POSTED    
 JF0802  ___________________________________________________________________
 JF0802  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 JF0802  DYNAMIC HT  -         458.670 (meters)    1504.82  (feet)  COMP
 JF0802  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 JF0802
 JF0802  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0802
 JF0802.The horizontal coordinates were scaled from a topographic map and have
 JF0802.an estimated accuracy of +/- 6 seconds.
 JF0802
 JF0802.The orthometric height was determined by differential leveling
 JF0802.and adjusted by the National Geodetic Survey in 1992..
 JF0802.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0802.rate of 0.0 thru 1.0 mm/km.
 JF0802
 JF0802.The geoid height was determined by GEOID03.
 JF0802
 JF0802.The dynamic height is computed by dividing the NAVD 88
 JF0802.geopotential number by the normal gravity value computed on the
 JF0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0802.degrees latitude (g = 980.6199 gals.).
 JF0802
 JF0802.The modeled gravity was interpolated from observed gravity values.
 JF0802
 JF0802;                    North         East    Units  Estimated Accuracy
 JF0802;SPC KS S     -   591,560.      472,000.      MT  (+/- 180 meters Scaled)
 JF0802
 JF0802                          SUPERSEDED SURVEY CONTROL
 JF0802
 JF0802  NGVD 29 (??/??/92)  458.869  (m)         1505.47   (f) ADJ UNCH    1 2
 JF0802
 JF0802.Superseded values are not recommended for survey control.
 JF0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0802.See file dsdata.txt to determine how the superseded data were derived.
 JF0802
 JF0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH156498(NAD 83)
 JF0802_MARKER: DB = BENCH MARK DISK
 JF0802_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0802_SP_SET: HEADWALL
 JF0802_STAMPING: D 293 1952
 JF0802_MARK LOGO: CGS   
 JF0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0802+STABILITY: SURFACE MOTION
 JF0802
 JF0802  HISTORY     - Date     Condition        Report By
 JF0802  HISTORY     - 1952     MONUMENTED       CGS
 JF0802  HISTORY     - 1986     GOOD             NGS
 JF0802
 JF0802                          STATION DESCRIPTION
 JF0802
 JF0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0802'1.6 MI N FROM MC PHERSON.
 JF0802'1.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JF0802'AT MC PHERSON, AT THE CROSSING OF U.S. HIGHWAY 81 BY PASS, 24.4
 JF0802'FEET WEST OF THE WEST RAIL, 22 FEET SOUTHEAST OF THE CENTER LINE
 JF0802'OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST
 JF0802'HEADWALL OF A CONCRETE CULVERT.
 JF0802
 JF0802                          STATION RECOVERY (1986)
 JF0802
 JF0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0802'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.3 KM (2.65
 JF0802'MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF0802'THE SOUTHERN PACIFIC RAILROAD IN MCPHERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1042 ***********************************************************************
 JF1042  DESIGNATION -  D 294
 JF1042  PID         -  JF1042
 JF1042  STATE/COUNTY-  KS/SALINE
 JF1042  USGS QUAD   -  ASSARIA (1978)
 JF1042
 JF1042                         *CURRENT SURVEY CONTROL
 JF1042  ___________________________________________________________________
 JF1042* NAD 83(1986)-  38 38 09.     (N)    097 34 31.     (W)     SCALED    
 JF1042* NAVD 88     -       404.123  (meters)    1325.86   (feet)  ADJUSTED  
 JF1042  ___________________________________________________________________
 JF1042  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 JF1042  DYNAMIC HT  -         403.839 (meters)    1324.93  (feet)  COMP
 JF1042  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 JF1042
 JF1042  VERT ORDER  -  FIRST     CLASS II
 JF1042
 JF1042.The horizontal coordinates were scaled from a topographic map and have
 JF1042.an estimated accuracy of +/- 6 seconds.
 JF1042
 JF1042.The orthometric height was determined by differential leveling
 JF1042.and adjusted by the National Geodetic Survey in June 1991..
 JF1042
 JF1042.The geoid height was determined by GEOID03.
 JF1042
 JF1042.The dynamic height is computed by dividing the NAVD 88
 JF1042.geopotential number by the normal gravity value computed on the
 JF1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1042.degrees latitude (g = 980.6199 gals.).
 JF1042
 JF1042.The modeled gravity was interpolated from observed gravity values.
 JF1042
 JF1042;                    North         East    Units  Estimated Accuracy
 JF1042;SPC KS N     -    33,670.      436,980.      MT  (+/- 180 meters Scaled)
 JF1042
 JF1042                          SUPERSEDED SURVEY CONTROL
 JF1042
 JF1042  NGVD 29 (??/??/92)  403.993  (m)         1325.43   (f) ADJ UNCH    1 2
 JF1042
 JF1042.Superseded values are not recommended for survey control.
 JF1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1042.See file dsdata.txt to determine how the superseded data were derived.
 JF1042
 JF1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH240773(NAD 83)
 JF1042_MARKER: DB = BENCH MARK DISK
 JF1042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1042_SP_SET: OVERPASS ABUTMENT
 JF1042_STAMPING: D 294 1952
 JF1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1042
 JF1042  HISTORY     - Date     Condition        Report By
 JF1042  HISTORY     - 1952     MONUMENTED       CGS
 JF1042
 JF1042                          STATION DESCRIPTION
 JF1042
 JF1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1042'2.2 MI NE FROM BRIDGEPORT.
 JF1042'2.15 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JF1042'THE FARMERS UNION ELEVATOR AT BRIDGEPORT, 5.6 FEET NORTH OF THE
 JF1042'NORTH RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 JF1042'OF THE NORTH END OF THE WEST ABUTMENT OF OVERPASS 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0050 ***********************************************************************
 JG0050  DESIGNATION -  D 295
 JG0050  PID         -  JG0050
 JG0050  STATE/COUNTY-  KS/ELLSWORTH
 JG0050  USGS QUAD   -  HOLYROOD NE (1979)
 JG0050
 JG0050                         *CURRENT SURVEY CONTROL
 JG0050  ___________________________________________________________________
 JG0050* NAD 83(1986)-  38 44 27.     (N)    098 17 06.     (W)     SCALED    
 JG0050* NAVD 88     -       474.442  (meters)    1556.57   (feet)  ADJUSTED  
 JG0050  ___________________________________________________________________
 JG0050  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 JG0050  DYNAMIC HT  -         474.109 (meters)    1555.47  (feet)  COMP
 JG0050  MODELED GRAV-     979,911.9   (mgal)                       NAVD 88
 JG0050
 JG0050  VERT ORDER  -  FIRST     CLASS II
 JG0050
 JG0050.The horizontal coordinates were scaled from a topographic map and have
 JG0050.an estimated accuracy of +/- 6 seconds.
 JG0050
 JG0050.The orthometric height was determined by differential leveling
 JG0050.and adjusted by the National Geodetic Survey in June 1991..
 JG0050
 JG0050.The geoid height was determined by GEOID03.
 JG0050
 JG0050.The dynamic height is computed by dividing the NAVD 88
 JG0050.geopotential number by the normal gravity value computed on the
 JG0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0050.degrees latitude (g = 980.6199 gals.).
 JG0050
 JG0050.The modeled gravity was interpolated from observed gravity values.
 JG0050
 JG0050;                    North         East    Units  Estimated Accuracy
 JG0050;SPC KS N     -    45,280.      375,220.      MT  (+/- 180 meters Scaled)
 JG0050
 JG0050                          SUPERSEDED SURVEY CONTROL
 JG0050
 JG0050  NGVD 29 (??/??/92)  474.288  (m)         1556.06   (f) ADJ UNCH    1 2
 JG0050
 JG0050.Superseded values are not recommended for survey control.
 JG0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0050.See file dsdata.txt to determine how the superseded data were derived.
 JG0050
 JG0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH621882(NAD 83)
 JG0050_MARKER: DB = BENCH MARK DISK
 JG0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0050_STAMPING: D 295 1952
 JG0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0050+STABILITY: SURFACE MOTION
 JG0050
 JG0050  HISTORY     - Date     Condition        Report By
 JG0050  HISTORY     - 1952     MONUMENTED       CGS
 JG0050
 JG0050                          STATION DESCRIPTION
 JG0050
 JG0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0050'3.4 MI W FROM ELLSWORTH.
 JG0050'3.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0050'AT ELLSWORTH, 2 1/2 POLES WEST OF MILEPOST 227, 44.6 FEET NORTH
 JG0050'OF THE NORTH RAIL, 1.5 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A
 JG0050'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JG0050'0.5 FOOT ABOVE THE GROUND.  0.3 MILE WEST OF A PRIVATE ROAD
 JG0050'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0838 ***********************************************************************
 JF0838  DESIGNATION -  D 296
 JF0838  PID         -  JF0838
 JF0838  STATE/COUNTY-  KS/RENO
 JF0838  USGS QUAD   -  HUTCHINSON SE (1978)
 JF0838
 JF0838                         *CURRENT SURVEY CONTROL
 JF0838  ___________________________________________________________________
 JF0838* NAD 83(1986)-  38 03 49.     (N)    097 51 59.     (W)     SCALED    
 JF0838* NAVD 88     -       462.494  (meters)    1517.37   (feet)  POSTED    
 JF0838  ___________________________________________________________________
 JF0838  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 JF0838  DYNAMIC HT  -         462.140 (meters)    1516.20  (feet)  COMP
 JF0838  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 JF0838
 JF0838  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JF0838
 JF0838.This mark is at Hutchinson Municipal Airport (HUT)
 JF0838
 JF0838.The horizontal coordinates were scaled from a topographic map and have
 JF0838.an estimated accuracy of +/- 6 seconds.
 JF0838
 JF0838.The orthometric height was determined by differential leveling
 JF0838.and adjusted by the National Geodetic Survey in 1992..
 JF0838.No vertical observational check was made to the station.
 JF0838.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JF0838.was located on a no-check spur therefore a value was not computed.
 JF0838
 JF0838.The geoid height was determined by GEOID03.
 JF0838
 JF0838.The dynamic height is computed by dividing the NAVD 88
 JF0838.geopotential number by the normal gravity value computed on the
 JF0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0838.degrees latitude (g = 980.6199 gals.).
 JF0838
 JF0838.The modeled gravity was interpolated from observed gravity values.
 JF0838
 JF0838;                    North         East    Units  Estimated Accuracy
 JF0838;SPC KS S     -   555,230.      455,600.      MT  (+/- 180 meters Scaled)
 JF0838
 JF0838                          SUPERSEDED SURVEY CONTROL
 JF0838
 JF0838  NGVD 29 (??/??/92)  462.344  (m)         1516.87   (f) ADJ UNCH    1 2
 JF0838
 JF0838.Superseded values are not recommended for survey control.
 JF0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0838.See file dsdata.txt to determine how the superseded data were derived.
 JF0838
 JF0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH994134(NAD 83)
 JF0838_MARKER: DB = BENCH MARK DISK
 JF0838_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0838_SP_SET: HEADWALL
 JF0838_STAMPING: D 296 1953
 JF0838_MARK LOGO: CGS   
 JF0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0838+STABILITY: SURFACE MOTION
 JF0838
 JF0838  HISTORY     - Date     Condition        Report By
 JF0838  HISTORY     - 1953     MONUMENTED       CGS
 JF0838  HISTORY     - 1972     GOOD             NGS
 JF0838  HISTORY     - 1986     GOOD             NGS
 JF0838
 JF0838                          STATION DESCRIPTION
 JF0838
 JF0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0838'3.9 MI NE FROM HUTCHINSON.
 JF0838'3.5 MILES EAST ALONG U.S. HIGHWAY 50 SOUTH FROM ITS JUNCTION
 JF0838'WITH NORTH MAIN STREET AT HUTCHINSON, THENCE 0.4 MILE NORTH
 JF0838'ALONG A GRAVELED ROAD, AT THE MAIN ENTRANCE TO THE HUTCHINSON
 JF0838'MUNICIPAL AIRPORT, 30 FEET SOUTHEAST OF THE CENTER OF THE
 JF0838'ENTRANCE, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 JF0838'OF A 3 X 6 FOOT CONCRETE CULVERT.
 JF0838
 JF0838                          STATION RECOVERY (1972)
 JF0838
 JF0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0838'RECOVERED IN GOOD CONDITION.
 JF0838
 JF0838                          STATION RECOVERY (1986)
 JF0838
 JF0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0816 ***********************************************************************
 JF0816  DESIGNATION -  D 297
 JF0816  PID         -  JF0816
 JF0816  STATE/COUNTY-  KS/MCPHERSON
 JF0816  USGS QUAD   -  CONWAY (1985)
 JF0816
 JF0816                         *CURRENT SURVEY CONTROL
 JF0816  ___________________________________________________________________
 JF0816* NAD 83(1986)-  38 15 39.     (N)    097 45 19.     (W)     SCALED    
 JF0816* NAVD 88     -       447.522  (meters)    1468.25   (feet)  ADJUSTED  
 JF0816  ___________________________________________________________________
 JF0816  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF0816  DYNAMIC HT  -         447.188 (meters)    1467.15  (feet)  COMP
 JF0816  MODELED GRAV-     979,870.2   (mgal)                       NAVD 88
 JF0816
 JF0816  VERT ORDER  -  FIRST     CLASS II
 JF0816
 JF0816.The horizontal coordinates were scaled from a topographic map and have
 JF0816.an estimated accuracy of +/- 6 seconds.
 JF0816
 JF0816.The orthometric height was determined by differential leveling
 JF0816.and adjusted by the National Geodetic Survey in June 1991..
 JF0816
 JF0816.The geoid height was determined by GEOID03.
 JF0816
 JF0816.The dynamic height is computed by dividing the NAVD 88
 JF0816.geopotential number by the normal gravity value computed on the
 JF0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0816.degrees latitude (g = 980.6199 gals.).
 JF0816
 JF0816.The modeled gravity was interpolated from observed gravity values.
 JF0816
 JF0816;                    North         East    Units  Estimated Accuracy
 JF0816;SPC KS S     -   577,190.      465,180.      MT  (+/- 180 meters Scaled)
 JF0816
 JF0816                          SUPERSEDED SURVEY CONTROL
 JF0816
 JF0816  NGVD 29 (??/??/92)  447.372  (m)         1467.75   (f) ADJ UNCH    1 2
 JF0816
 JF0816.Superseded values are not recommended for survey control.
 JF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0816.See file dsdata.txt to determine how the superseded data were derived.
 JF0816
 JF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH088354(NAD 83)
 JF0816_MARKER: DB = BENCH MARK DISK
 JF0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0816_SP_SET: CONCRETE POST
 JF0816_STAMPING: D 297 1953
 JF0816_MARK LOGO: CGS   
 JF0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0816+STABILITY: SURFACE MOTION
 JF0816
 JF0816  HISTORY     - Date     Condition        Report By
 JF0816  HISTORY     - 1953     MONUMENTED       CGS
 JF0816  HISTORY     - 1986     GOOD             NGS
 JF0816
 JF0816                          STATION DESCRIPTION
 JF0816
 JF0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0816'2.4 MI NE FROM INMAN.
 JF0816'2.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0816'RAILROAD FROM THE STATION AT INMAN, AT A ROAD CROSSING, 72 FEET
 JF0816'NORTH OF THE CENTER LINE OF A ROAD, 40 FEET NORTHWEST OF THE
 JF0816'NORTHWEST RAIL, 5 FEET WEST OF THE 1ST POLE NORTHEAST OF MILEPOST
 JF0816'227, 9 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS
 JF0816'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 JF0816'ABOVE THE GROUND.
 JF0816
 JF0816                          STATION RECOVERY (1986)
 JF0816
 JF0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0816'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.3 KM (7.65
 JF0816'MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 JF0816'JUNCTION WITH THE UNION PACIFIC RAILROAD IN MCPHERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0024 ***********************************************************************
 JJ0024  DESIGNATION -  D 298
 JJ0024  PID         -  JJ0024
 JJ0024  STATE/COUNTY-  KS/WALLACE
 JJ0024  USGS QUAD   -  ARAPAHOE SE (1969)
 JJ0024
 JJ0024                         *CURRENT SURVEY CONTROL
 JJ0024  ___________________________________________________________________
 JJ0024* NAD 83(1986)-  38 51 39.     (N)    102 01 24.     (W)     SCALED    
 JJ0024* NAVD 88     -      1179.193  (meters)    3868.74   (feet)  ADJUSTED  
 JJ0024  ___________________________________________________________________
 JJ0024  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 JJ0024  DYNAMIC HT  -        1178.149 (meters)    3865.31  (feet)  COMP
 JJ0024  MODELED GRAV-     979,702.2   (mgal)                       NAVD 88
 JJ0024
 JJ0024  VERT ORDER  -  FIRST     CLASS II
 JJ0024
 JJ0024.The horizontal coordinates were scaled from a topographic map and have
 JJ0024.an estimated accuracy of +/- 6 seconds.
 JJ0024
 JJ0024.The orthometric height was determined by differential leveling
 JJ0024.and adjusted by the National Geodetic Survey in June 1991..
 JJ0024
 JJ0024.The geoid height was determined by GEOID03.
 JJ0024
 JJ0024.The dynamic height is computed by dividing the NAVD 88
 JJ0024.geopotential number by the normal gravity value computed on the
 JJ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0024.degrees latitude (g = 980.6199 gals.).
 JJ0024
 JJ0024.The modeled gravity was interpolated from observed gravity values.
 JJ0024
 JJ0024;                    North         East    Units  Estimated Accuracy
 JJ0024;SPC KS N     -    66,310.       50,910.      MT  (+/- 180 meters Scaled)
 JJ0024
 JJ0024                          SUPERSEDED SURVEY CONTROL
 JJ0024
 JJ0024  NGVD 29 (??/??/92) 1178.733  (m)         3867.23   (f) ADJ UNCH    1 2
 JJ0024
 JJ0024.Superseded values are not recommended for survey control.
 JJ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0024.See file dsdata.txt to determine how the superseded data were derived.
 JJ0024
 JJ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD582055(NAD 83)
 JJ0024_MARKER: DB = BENCH MARK DISK
 JJ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0024_STAMPING: D 298 1952
 JJ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0024+STABILITY: SURFACE MOTION
 JJ0024
 JJ0024  HISTORY     - Date     Condition        Report By
 JJ0024  HISTORY     - 1952     MONUMENTED       CGS
 JJ0024
 JJ0024                          STATION DESCRIPTION
 JJ0024
 JJ0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JJ0024'3.1 MI W FROM WESKAN.
 JJ0024'3.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JJ0024'WESKAN, 1.2 MILES EAST OF THE COLORADO AND KANSAS STATE LINE, 4 POLES
 JJ0024'EAST OF MILEPOST 445, 45.5 FEET NORTH OF THE CENTER LINE OF U.S.
 JJ0024'HIGHWAY 40, 32.5 FEET SOUTH OF THE SOUTH RAIL, 12.8 FEET NORTH OF
 JJ0024'A FENCE, 10.4 FEET NORTHWEST OF A TELEPHONE POLE, 2.6 FEET EAST OF A
 JJ0024'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 JJ0024'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0365 ***********************************************************************
 KH0365  DESIGNATION -  D 299
 KH0365  PID         -  KH0365
 KH0365  STATE/COUNTY-  KS/LOGAN
 KH0365  USGS QUAD   -  MC ALLASTER SE (1969)
 KH0365
 KH0365                         *CURRENT SURVEY CONTROL
 KH0365  ___________________________________________________________________
 KH0365* NAD 83(1986)-  39 01 33.     (N)    101 19 15.     (W)     SCALED    
 KH0365* NAVD 88     -       981.422  (meters)    3219.88   (feet)  ADJUSTED  
 KH0365  ___________________________________________________________________
 KH0365  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0365  DYNAMIC HT  -         980.607 (meters)    3217.21  (feet)  COMP
 KH0365  MODELED GRAV-     979,764.3   (mgal)                       NAVD 88
 KH0365
 KH0365  VERT ORDER  -  FIRST     CLASS II
 KH0365
 KH0365.The horizontal coordinates were scaled from a topographic map and have
 KH0365.an estimated accuracy of +/- 6 seconds.
 KH0365
 KH0365.The orthometric height was determined by differential leveling
 KH0365.and adjusted by the National Geodetic Survey in June 1991..
 KH0365
 KH0365.The geoid height was determined by GEOID03.
 KH0365
 KH0365.The dynamic height is computed by dividing the NAVD 88
 KH0365.geopotential number by the normal gravity value computed on the
 KH0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0365.degrees latitude (g = 980.6199 gals.).
 KH0365
 KH0365.The modeled gravity was interpolated from observed gravity values.
 KH0365
 KH0365;                    North         East    Units  Estimated Accuracy
 KH0365;SPC KS N     -    82,150.      112,510.      MT  (+/- 180 meters Scaled)
 KH0365
 KH0365                          SUPERSEDED SURVEY CONTROL
 KH0365
 KH0365  NGVD 29 (??/??/92)  981.038  (m)         3218.62   (f) ADJ UNCH    1 2
 KH0365
 KH0365.Superseded values are not recommended for survey control.
 KH0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0365.See file dsdata.txt to determine how the superseded data were derived.
 KH0365
 KH0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ990222(NAD 83)
 KH0365_MARKER: DB = BENCH MARK DISK
 KH0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0365_STAMPING: D 299 1952
 KH0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0365+STABILITY: SURFACE MOTION
 KH0365
 KH0365  HISTORY     - Date     Condition        Report By
 KH0365  HISTORY     - 1952     MONUMENTED       CGS
 KH0365
 KH0365                          STATION DESCRIPTION
 KH0365
 KH0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0365'5 MI SW FROM WINONA.
 KH0365'5.05 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0365'STATION AT WINONA, ACROSS THE TRACK FROM MILEPOST 404, 198 FEET
 KH0365'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 40, 60 FEET SOUTHEAST
 KH0365'OF THE SOUTHEAST RAIL, 64.4 FEET NORTHWEST OF A FENCE, 29 FEET
 KH0365'SOUTHWEST OF A POWER POLE, 1.9 FEET SOUTH OF A WITNESS POST,
 KH0365'0.95 MILE NORTHEAST OF BENCH MARK U 5 RESET 1952, SET IN THE
 KH0365'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0423 ***********************************************************************
 KF0423  DESIGNATION -  D 3
 KF0423  PID         -  KF0423
 KF0423  STATE/COUNTY-  KS/CLAY
 KF0423  USGS QUAD   -  LONGFORD (1965)
 KF0423
 KF0423                         *CURRENT SURVEY CONTROL
 KF0423  ___________________________________________________________________
 KF0423* NAD 83(1986)-  39 14 50.     (N)    097 20 25.     (W)     SCALED    
 KF0423* NAVD 88     -       386.923  (meters)    1269.43   (feet)  ADJUSTED  
 KF0423  ___________________________________________________________________
 KF0423  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 KF0423  DYNAMIC HT  -         386.693 (meters)    1268.68  (feet)  COMP
 KF0423  MODELED GRAV-     980,020.7   (mgal)                       NAVD 88
 KF0423
 KF0423  VERT ORDER  -  FIRST     CLASS II
 KF0423
 KF0423.The horizontal coordinates were scaled from a topographic map and have
 KF0423.an estimated accuracy of +/- 6 seconds.
 KF0423
 KF0423.The orthometric height was determined by differential leveling
 KF0423.and adjusted by the National Geodetic Survey in June 1991..
 KF0423
 KF0423.The geoid height was determined by GEOID03.
 KF0423
 KF0423.The dynamic height is computed by dividing the NAVD 88
 KF0423.geopotential number by the normal gravity value computed on the
 KF0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0423.degrees latitude (g = 980.6199 gals.).
 KF0423
 KF0423.The modeled gravity was interpolated from observed gravity values.
 KF0423
 KF0423;                    North         East    Units  Estimated Accuracy
 KF0423;SPC KS N     -   101,660.      456,950.      MT  (+/- 180 meters Scaled)
 KF0423
 KF0423                          SUPERSEDED SURVEY CONTROL
 KF0423
 KF0423  NGVD 29 (??/??/92)  386.825  (m)         1269.11   (f) ADJ UNCH    1 2
 KF0423
 KF0423.Superseded values are not recommended for survey control.
 KF0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0423.See file dsdata.txt to determine how the superseded data were derived.
 KF0423
 KF0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ432455(NAD 83)
 KF0423_MARKER: H = DRILL HOLE
 KF0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0423_SP_SET: LIMESTONE POST
 KF0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0423+STABILITY: SURFACE MOTION
 KF0423
 KF0423  HISTORY     - Date     Condition        Report By
 KF0423  HISTORY     - UNK      MONUMENTED       CGS
 KF0423  HISTORY     - 1947     GOOD             NGS
 KF0423  HISTORY     - 1963     MARK NOT FOUND   USGS
 KF0423
 KF0423                          STATION DESCRIPTION
 KF0423
 KF0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0423'AT OAK HILL.
 KF0423'AT OAK HILL, AT THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0423'STATION, 106.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KF0423'MAIN TRACK, 32.3 FEET NORTHWEST OF A POINT 130 FEET SOUTHWEST
 KF0423'OF THE WEST CORNER OF THE STATION AND IN LINE WITH THE NORTHWEST
 KF0423'END OF THE STATION, 35.0 FEET NORTHWEST OF THE NORTHWEST EDGE
 KF0423'OF A CONCRETE WALK, 46.5 FEET NORTH OF THE SOUTH CORNER FENCE
 KF0423'POST OF THE FENCE AROUND A SMALL PARK, 0.5 FOOT NORTHWEST OF
 KF0423'A REFERENCE POST, THE BOTTOM OF A SQUARE HOLE SURROUNDED BY
 KF0423'THE LETTERS USBM CUT IN THE TOP OF A LIMESTONE POST PROJECTING
 KF0423'0.2 FOOT ABOVE THE GROUND.
 KF0423
 KF0423                          STATION RECOVERY (1963)
 KF0423
 KF0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KF0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0180 ***********************************************************************
 JG0180  DESIGNATION -  D 30
 JG0180  PID         -  JG0180
 JG0180  STATE/COUNTY-  KS/BARTON
 JG0180  USGS QUAD   -  ELLINWOOD (1979)
 JG0180
 JG0180                         *CURRENT SURVEY CONTROL
 JG0180  ___________________________________________________________________
 JG0180* NAD 83(1986)-  38 21 07.     (N)    098 33 12.     (W)     SCALED    
 JG0180* NAVD 88     -       542.544  (meters)    1780.00   (feet)  ADJUSTED  
 JG0180  ___________________________________________________________________
 JG0180  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 JG0180  DYNAMIC HT  -         542.144 (meters)    1778.68  (feet)  COMP
 JG0180  MODELED GRAV-     979,873.2   (mgal)                       NAVD 88
 JG0180
 JG0180  VERT ORDER  -  SECOND    CLASS 0
 JG0180
 JG0180.The horizontal coordinates were scaled from a topographic map and have
 JG0180.an estimated accuracy of +/- 6 seconds.
 JG0180
 JG0180.The orthometric height was determined by differential leveling
 JG0180.and adjusted by the National Geodetic Survey in June 1991..
 JG0180
 JG0180.The geoid height was determined by GEOID03.
 JG0180
 JG0180.The dynamic height is computed by dividing the NAVD 88
 JG0180.geopotential number by the normal gravity value computed on the
 JG0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0180.degrees latitude (g = 980.6199 gals.).
 JG0180
 JG0180.The modeled gravity was interpolated from observed gravity values.
 JG0180
 JG0180;                    North         East    Units  Estimated Accuracy
 JG0180;SPC KS S     -   587,050.      395,340.      MT  (+/- 180 meters Scaled)
 JG0180
 JG0180                          SUPERSEDED SURVEY CONTROL
 JG0180
 JG0180  NGVD 29 (??/??/92)  542.412  (m)         1779.56   (f) ADJ UNCH    2 0
 JG0180
 JG0180.Superseded values are not recommended for survey control.
 JG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0180.See file dsdata.txt to determine how the superseded data were derived.
 JG0180
 JG0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH390449(NAD 83)
 JG0180_MARKER: DB = BENCH MARK DISK
 JG0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0180_STAMPING: D 30 1934
 JG0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0180+STABILITY: SURFACE MOTION
 JG0180
 JG0180  HISTORY     - Date     Condition        Report By
 JG0180  HISTORY     - 1934     MONUMENTED       CGS
 JG0180  HISTORY     - 1934     GOOD             NGS
 JG0180
 JG0180                          STATION DESCRIPTION
 JG0180
 JG0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0180'1.8 MI NE FROM ELLINWOOD.
 JG0180'1.8 MILES NORTHEAST ALONG THE WESTERN DIVISION OF THE ATCHISON,
 JG0180'TOPEKA AND SANTA FE RAILWAY FROM ELLINWOOD, BARTON COUNTY, 80
 JG0180'YARDS WEST OF MILEPOST 97, 51 FEET NORTHEAST OF THE CENTER OF
 JG0180'THE CROSSING OF A NORTH-AND-SOUTH ROAD, 23 FEET EAST OF THE
 JG0180'CENTERLINE OF THE ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE
 JG0180'TRACK, AND 4 FEET SOUTH OF THE RIGHT-OF-WAY LINE.  A STANDARD
 JG0180'DISK, STAMPED D 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0545 ***********************************************************************
 KH0545  DESIGNATION -  D 300
 KH0545  PID         -  KH0545
 KH0545  STATE/COUNTY-  KS/TREGO
 KH0545  USGS QUAD   -  COLLYER (1979)
 KH0545
 KH0545                         *CURRENT SURVEY CONTROL
 KH0545  ___________________________________________________________________
 KH0545* NAD 83(1986)-  39 01 48.     (N)    100 00 04.     (W)     SCALED    
 KH0545* NAVD 88     -       761.880  (meters)    2499.60   (feet)  ADJUSTED  
 KH0545  ___________________________________________________________________
 KH0545  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 KH0545  DYNAMIC HT  -         761.303 (meters)    2497.71  (feet)  COMP
 KH0545  MODELED GRAV-     979,844.5   (mgal)                       NAVD 88
 KH0545
 KH0545  VERT ORDER  -  FIRST     CLASS II
 KH0545
 KH0545.The horizontal coordinates were scaled from a topographic map and have
 KH0545.an estimated accuracy of +/- 6 seconds.
 KH0545
 KH0545.The orthometric height was determined by differential leveling
 KH0545.and adjusted by the National Geodetic Survey in June 1991..
 KH0545
 KH0545.The geoid height was determined by GEOID03.
 KH0545
 KH0545.The dynamic height is computed by dividing the NAVD 88
 KH0545.geopotential number by the normal gravity value computed on the
 KH0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0545.degrees latitude (g = 980.6199 gals.).
 KH0545
 KH0545.The modeled gravity was interpolated from observed gravity values.
 KH0545
 KH0545;                    North         East    Units  Estimated Accuracy
 KH0545;SPC KS N     -    79,250.      226,740.      MT  (+/- 180 meters Scaled)
 KH0545
 KH0545                          SUPERSEDED SURVEY CONTROL
 KH0545
 KH0545  NGVD 29 (02/14/92)  761.577  (m)         2498.61   (f) ADJUSTED    1 2
 KH0545
 KH0545.Superseded values are not recommended for survey control.
 KH0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0545.See file dsdata.txt to determine how the superseded data were derived.
 KH0545
 KH0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ133205(NAD 83)
 KH0545_MARKER: DB = BENCH MARK DISK
 KH0545_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KH0545_SP_SET: RETAINING WALL
 KH0545_STAMPING: D 300 1952
 KH0545_MARK LOGO: CGS   
 KH0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0545+STABILITY: SURFACE MOTION
 KH0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0545+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 KH0545
 KH0545  HISTORY     - Date     Condition        Report By
 KH0545  HISTORY     - 1952     MONUMENTED       CGS
 KH0545  HISTORY     - 1986     GOOD             NGS
 KH0545  HISTORY     - 20010529 GOOD             LOCSUR
 KH0545
 KH0545                          STATION DESCRIPTION
 KH0545
 KH0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0545'6.5 MI W FROM WAKEENEY.
 KH0545'6.5 MILES WEST ALONG U.S. HIGHWAY 40 FROM ITS INTERSECTION WITH
 KH0545'MAIN STREET AT WAKEENEY, 51.7 FEET NORTH OF THE CENTER LINE OF
 KH0545'THE HIGHWAY, 18 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 KH0545'DIRT ROAD, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A
 KH0545'CONCRETE CULVERT.
 KH0545
 KH0545                          STATION RECOVERY (1986)
 KH0545
 KH0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0545'RECOVERED IN GOOD CONDITION.
 KH0545
 KH0545                          STATION RECOVERY (2001)
 KH0545
 KH0545'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (MSJ)
 KH0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0095 ***********************************************************************
 KH0095  DESIGNATION -  D 301
 KH0095  PID         -  KH0095
 KH0095  STATE/COUNTY-  KS/GOVE
 KH0095  USGS QUAD   -  GRAINFIELD (1979)
 KH0095
 KH0095                         *CURRENT SURVEY CONTROL
 KH0095  ___________________________________________________________________
 KH0095* NAD 83(1986)-  39 06 27.     (N)    100 23 18.     (W)     SCALED    
 KH0095* NAVD 88     -       843.044  (meters)    2765.89   (feet)  ADJUSTED  
 KH0095  ___________________________________________________________________
 KH0095  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 KH0095  DYNAMIC HT  -         842.393 (meters)    2763.75  (feet)  COMP
 KH0095  MODELED GRAV-     979,826.3   (mgal)                       NAVD 88
 KH0095
 KH0095  VERT ORDER  -  FIRST     CLASS II
 KH0095
 KH0095.The horizontal coordinates were scaled from a topographic map and have
 KH0095.an estimated accuracy of +/- 6 seconds.
 KH0095
 KH0095.The orthometric height was determined by differential leveling
 KH0095.and adjusted by the National Geodetic Survey in June 1991..
 KH0095
 KH0095.The geoid height was determined by GEOID03.
 KH0095
 KH0095.The dynamic height is computed by dividing the NAVD 88
 KH0095.geopotential number by the normal gravity value computed on the
 KH0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0095.degrees latitude (g = 980.6199 gals.).
 KH0095
 KH0095.The modeled gravity was interpolated from observed gravity values.
 KH0095
 KH0095;                    North         East    Units  Estimated Accuracy
 KH0095;SPC KS N     -    88,670.      193,450.      MT  (+/- 180 meters Scaled)
 KH0095
 KH0095                          SUPERSEDED SURVEY CONTROL
 KH0095
 KH0095  NGVD 29 (02/14/92)  842.724  (m)         2764.84   (f) ADJUSTED    1 2
 KH0095
 KH0095.Superseded values are not recommended for survey control.
 KH0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0095.See file dsdata.txt to determine how the superseded data were derived.
 KH0095
 KH0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ799296(NAD 83)
 KH0095_MARKER: DB = BENCH MARK DISK
 KH0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0095_SP_SET: CONCRETE POST
 KH0095_STAMPING: D 301 1952
 KH0095_MARK LOGO: CGS   
 KH0095_PROJECTION: FLUSH
 KH0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0095+STABILITY: SURFACE MOTION
 KH0095
 KH0095  HISTORY     - Date     Condition        Report By
 KH0095  HISTORY     - 1952     MONUMENTED       CGS
 KH0095  HISTORY     - 1986     GOOD             NGS
 KH0095
 KH0095                          STATION DESCRIPTION
 KH0095
 KH0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0095'1.2 MI W FROM BUFFALO PARK.
 KH0095'1.25 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0095'RAILROAD STATION AT BUFFALO PARK, 119.5 FEET NORTH OF THE CENTER
 KH0095'LINE OF THE HIGHWAY, 99 FEET WEST OF THE CENTER LINE OF A DIRT
 KH0095'ROAD LEADING NORTH, 58.6 FEET WEST OF A FENCE CORNER, 44.5 FEET
 KH0095'SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 2.3 FEET
 KH0095'NORTH OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE
 KH0095'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KH0095
 KH0095                          STATION RECOVERY (1986)
 KH0095
 KH0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0095'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.18 KM (1.36
 KH0095'MI) WEST ALONG OLD US HIGHWAY 40 FROM THE PARK GRAIN COMPANY ELEVATORS
 KH0095'IN PARK, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD, 36.4
 KH0095'METERS (119.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 30.1 METERS (99 FT)
 KH0095'WEST OF THE CENTER OF THE ROAD AND 13.5 METERS (44.5 FT) SOUTH OF THE
 KH0095'SOUTH RAIL OF THE UNION PACIFIC RAILROAD.
 KH0095'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 KH0095'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0584 ***********************************************************************
 JG0584  DESIGNATION -  D 302
 JG0584  PID         -  JG0584
 JG0584  STATE/COUNTY-  KS/TREGO
 JG0584  USGS QUAD   -  TREGO CENTER (1960)
 JG0584
 JG0584                         *CURRENT SURVEY CONTROL
 JG0584  ___________________________________________________________________
 JG0584* NAD 83(1986)-  38 59 10.     (N)    099 53 24.     (W)     SCALED    
 JG0584* NAVD 88     -       726.125  (meters)    2382.30   (feet)  ADJUSTED  
 JG0584  ___________________________________________________________________
 JG0584  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 JG0584  DYNAMIC HT  -         725.572 (meters)    2380.48  (feet)  COMP
 JG0584  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 JG0584
 JG0584  VERT ORDER  -  FIRST     CLASS II
 JG0584
 JG0584.The horizontal coordinates were scaled from a topographic map and have
 JG0584.an estimated accuracy of +/- 6 seconds.
 JG0584
 JG0584.The orthometric height was determined by differential leveling
 JG0584.and adjusted by the National Geodetic Survey in June 1991..
 JG0584
 JG0584.The geoid height was determined by GEOID03.
 JG0584
 JG0584.The dynamic height is computed by dividing the NAVD 88
 JG0584.geopotential number by the normal gravity value computed on the
 JG0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0584.degrees latitude (g = 980.6199 gals.).
 JG0584
 JG0584.The modeled gravity was interpolated from observed gravity values.
 JG0584
 JG0584;                    North         East    Units  Estimated Accuracy
 JG0584;SPC KS N     -    74,170.      236,260.      MT  (+/- 180 meters Scaled)
 JG0584
 JG0584                          SUPERSEDED SURVEY CONTROL
 JG0584
 JG0584  NGVD 29 (??/??/92)  725.823  (m)         2381.30   (f) ADJ UNCH    1 2
 JG0584
 JG0584.Superseded values are not recommended for survey control.
 JG0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0584.See file dsdata.txt to determine how the superseded data were derived.
 JG0584
 JG0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ229156(NAD 83)
 JG0584_MARKER: DB = BENCH MARK DISK
 JG0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0584_SP_SET: CULVERT
 JG0584_STAMPING: D 302 1953
 JG0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0584
 JG0584  HISTORY     - Date     Condition        Report By
 JG0584  HISTORY     - 1953     MONUMENTED       CGS
 JG0584
 JG0584                          STATION DESCRIPTION
 JG0584
 JG0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0584'2.4 MI S FROM WAKEENEY.
 JG0584'2.4 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0584'U.S. HIGHWAY 40 AT WAKEENEY, 23.5 FEET EAST OF THE CENTER LINE
 JG0584'OF THE HIGHWAY, 41 FEET NORTH OF THE CENTER LINE OF AN EAST
 JG0584'AND WEST ROAD, 0.1 MILE EAST OF A FARMHOUSE, SET IN THE TOP OF
 JG0584'THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0367 ***********************************************************************
 JG0367  DESIGNATION -  D 303
 JG0367  PID         -  JG0367
 JG0367  STATE/COUNTY-  KS/ELLIS
 JG0367  USGS QUAD   -  YOCEMENTO (1974)
 JG0367
 JG0367                         *CURRENT SURVEY CONTROL
 JG0367  ___________________________________________________________________
 JG0367* NAD 83(1986)-  38 54 40.     (N)    099 26 33.     (W)     SCALED    
 JG0367* NAVD 88     -       633.475  (meters)    2078.33   (feet)  ADJUSTED  
 JG0367  ___________________________________________________________________
 JG0367  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0367  DYNAMIC HT  -         632.999 (meters)    2076.76  (feet)  COMP
 JG0367  MODELED GRAV-     979,856.2   (mgal)                       NAVD 88
 JG0367
 JG0367  VERT ORDER  -  FIRST     CLASS II
 JG0367
 JG0367.The horizontal coordinates were scaled from a topographic map and have
 JG0367.an estimated accuracy of +/- 6 seconds.
 JG0367
 JG0367.The orthometric height was determined by differential leveling
 JG0367.and adjusted by the National Geodetic Survey in June 1991..
 JG0367
 JG0367.The geoid height was determined by GEOID03.
 JG0367
 JG0367.The dynamic height is computed by dividing the NAVD 88
 JG0367.geopotential number by the normal gravity value computed on the
 JG0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0367.degrees latitude (g = 980.6199 gals.).
 JG0367
 JG0367.The modeled gravity was interpolated from observed gravity values.
 JG0367
 JG0367;                    North         East    Units  Estimated Accuracy
 JG0367;SPC KS N     -    65,140.      274,890.      MT  (+/- 180 meters Scaled)
 JG0367
 JG0367                          SUPERSEDED SURVEY CONTROL
 JG0367
 JG0367  NGVD 29 (??/??/92)  633.206  (m)         2077.44   (f) ADJ UNCH    1 2
 JG0367
 JG0367.Superseded values are not recommended for survey control.
 JG0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0367.See file dsdata.txt to determine how the superseded data were derived.
 JG0367
 JG0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ616070(NAD 83)
 JG0367_MARKER: DB = BENCH MARK DISK
 JG0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0367_SP_SET: CULVERT
 JG0367_STAMPING: D 303 1953
 JG0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0367
 JG0367  HISTORY     - Date     Condition        Report By
 JG0367  HISTORY     - 1953     MONUMENTED       CGS
 JG0367
 JG0367                          STATION DESCRIPTION
 JG0367
 JG0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0367'6.8 MI E FROM ELLIS.
 JG0367'6.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JG0367'ELLIS, 0.1 MILE NORTHEAST OF THE TOP OF A HILL, 52 YARDS SOUTH
 JG0367'OF THE SOUTHWEST CORNER OF A RAILROAD TRESTLE 296.53, 13 FEET
 JG0367'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.5 MILES WEST OF THE
 JG0367'UNION PACIFIC RAILROAD STATION AT HAYS, SET IN THE TOP OF THE
 JG0367'WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0226 ***********************************************************************
 JG0226  DESIGNATION -  D 305
 JG0226  PID         -  JG0226
 JG0226  STATE/COUNTY-  KS/RUSSELL
 JG0226  USGS QUAD   -  DORRANCE NW (1967)
 JG0226
 JG0226                         *CURRENT SURVEY CONTROL
 JG0226  ___________________________________________________________________
 JG0226* NAD 83(1986)-  38 52 32.     (N)    098 42 14.     (W)     SCALED    
 JG0226* NAVD 88     -       567.045  (meters)    1860.38   (feet)  ADJUSTED  
 JG0226  ___________________________________________________________________
 JG0226  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 JG0226  DYNAMIC HT  -         566.646 (meters)    1859.07  (feet)  COMP
 JG0226  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 JG0226
 JG0226  VERT ORDER  -  FIRST     CLASS II
 JG0226
 JG0226.The horizontal coordinates were scaled from a topographic map and have
 JG0226.an estimated accuracy of +/- 6 seconds.
 JG0226
 JG0226.The orthometric height was determined by differential leveling
 JG0226.and adjusted by the National Geodetic Survey in June 1991..
 JG0226
 JG0226.The geoid height was determined by GEOID03.
 JG0226
 JG0226.The dynamic height is computed by dividing the NAVD 88
 JG0226.geopotential number by the normal gravity value computed on the
 JG0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0226.degrees latitude (g = 980.6199 gals.).
 JG0226
 JG0226.The modeled gravity was interpolated from observed gravity values.
 JG0226
 JG0226;                    North         East    Units  Estimated Accuracy
 JG0226;SPC KS N     -    60,430.      338,920.      MT  (+/- 180 meters Scaled)
 JG0226
 JG0226                          SUPERSEDED SURVEY CONTROL
 JG0226
 JG0226  NGVD 29 (??/??/92)  566.841  (m)         1859.71   (f) ADJ UNCH    1 2
 JG0226
 JG0226.Superseded values are not recommended for survey control.
 JG0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0226.See file dsdata.txt to determine how the superseded data were derived.
 JG0226
 JG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ256030(NAD 83)
 JG0226_MARKER: DB = BENCH MARK DISK
 JG0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0226_STAMPING: D 305 1953
 JG0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0226+STABILITY: SURFACE MOTION
 JG0226
 JG0226  HISTORY     - Date     Condition        Report By
 JG0226  HISTORY     - 1953     MONUMENTED       CGS
 JG0226
 JG0226                          STATION DESCRIPTION
 JG0226
 JG0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0226'AT BUNKER HILL.
 JG0226'AT BUNKER HILL, 217 FEET EAST OF THE NORTHEAST CORNER OF THE
 JG0226'UNION PACIFIC RAILROAD STATION, 39.4 FEET NORTH OF THE NORTH
 JG0226'RAIL OF THE MAIN TRACK, 22 FEET WEST OF A TELEPHONE POLE, IN
 JG0226'LINE WITH A ROW OF TELEPHONE POLES, 1.4 FEET EAST OF A WITNESS
 JG0226'POST, 21 FEET SOUTH OF THE CENTER LINE OF A CINDER ROAD, SET IN
 JG0226'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 JG0226'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0025 ***********************************************************************
 HG0025  DESIGNATION -  D 307
 HG0025  PID         -  HG0025
 HG0025  STATE/COUNTY-  KS/KINGMAN
 HG0025  USGS QUAD   -  KINGMAN (1983)
 HG0025
 HG0025                         *CURRENT SURVEY CONTROL
 HG0025  ___________________________________________________________________
 HG0025* NAD 83(1986)-  37 40 27.     (N)    098 04 39.     (W)     SCALED    
 HG0025* NAVD 88     -       482.464  (meters)    1582.88   (feet)  ADJUSTED  
 HG0025  ___________________________________________________________________
 HG0025  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HG0025  DYNAMIC HT  -         482.071 (meters)    1581.59  (feet)  COMP
 HG0025  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 HG0025
 HG0025  VERT ORDER  -  FIRST     CLASS II
 HG0025
 HG0025.The horizontal coordinates were scaled from a topographic map and have
 HG0025.an estimated accuracy of +/- 6 seconds.
 HG0025
 HG0025.The orthometric height was determined by differential leveling
 HG0025.and adjusted by the National Geodetic Survey in June 1991..
 HG0025
 HG0025.The geoid height was determined by GEOID03.
 HG0025
 HG0025.The dynamic height is computed by dividing the NAVD 88
 HG0025.geopotential number by the normal gravity value computed on the
 HG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0025.degrees latitude (g = 980.6199 gals.).
 HG0025
 HG0025.The modeled gravity was interpolated from observed gravity values.
 HG0025
 HG0025;                    North         East    Units  Estimated Accuracy
 HG0025;SPC KS S     -   511,900.      437,270.      MT  (+/- 180 meters Scaled)
 HG0025
 HG0025                          SUPERSEDED SURVEY CONTROL
 HG0025
 HG0025  NGVD 29 (??/??/92)  482.278  (m)         1582.27   (f) ADJ UNCH    1 2
 HG0025
 HG0025.Superseded values are not recommended for survey control.
 HG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0025.See file dsdata.txt to determine how the superseded data were derived.
 HG0025
 HG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG813700(NAD 83)
 HG0025_MARKER: DB = BENCH MARK DISK
 HG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0025_SP_SET: CONCRETE POST
 HG0025_STAMPING: D 307 1953
 HG0025_MARK LOGO: CGS   
 HG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0025+STABILITY: SURFACE MOTION
 HG0025
 HG0025  HISTORY     - Date     Condition        Report By
 HG0025  HISTORY     - 1953     MONUMENTED       CGS
 HG0025  HISTORY     - 1962     GOOD             NGS
 HG0025  HISTORY     - 1986     GOOD             NGS
 HG0025
 HG0025                          STATION DESCRIPTION
 HG0025
 HG0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0025'3.7 MI NE FROM KINGMAN.
 HG0025'3.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0025'RAILROAD FROM THE STATION AT KINGMAN, 4 POLES SOUTHWEST OF MILEPOST
 HG0025'28, 25 FEET NORTHWEST OF THE NORTHWEST RAIL, 5 FEET SOUTHEAST
 HG0025'OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF A WITNESS POST, SET
 HG0025'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 HG0025'GROUND.
 HG0025
 HG0025                          STATION RECOVERY (1962)
 HG0025
 HG0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HG0025'RECOVERED IN GOOD CONDITION.
 HG0025
 HG0025                          STATION RECOVERY (1986)
 HG0025
 HG0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0025'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.7 KM (2.9 MI)
 HG0025'NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM ITS JUNCTION WITH U.S.
 HG0025'HIGHWAY 54 IN KINGMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0908 ***********************************************************************
 HF0908  DESIGNATION -  D 308
 HF0908  PID         -  HF0908
 HF0908  STATE/COUNTY-  KS/RENO
 HF0908  USGS QUAD   -  CASTLETON (1965)
 HF0908
 HF0908                         *CURRENT SURVEY CONTROL
 HF0908  ___________________________________________________________________
 HF0908* NAD 83(1986)-  37 49 41.     (N)    097 59 35.     (W)     SCALED    
 HF0908* NAVD 88     -       472.168  (meters)    1549.10   (feet)  ADJUSTED  
 HF0908  ___________________________________________________________________
 HF0908  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 HF0908  DYNAMIC HT  -         471.798 (meters)    1547.89  (feet)  COMP
 HF0908  MODELED GRAV-     979,830.9   (mgal)                       NAVD 88
 HF0908
 HF0908  VERT ORDER  -  FIRST     CLASS II
 HF0908
 HF0908.The horizontal coordinates were scaled from a topographic map and have
 HF0908.an estimated accuracy of +/- 6 seconds.
 HF0908
 HF0908.The orthometric height was determined by differential leveling
 HF0908.and adjusted by the National Geodetic Survey in June 1991..
 HF0908.WARNING-Repeat measurements at this control monument indicate possible
 HF0908.vertical movement.
 HF0908
 HF0908.The geoid height was determined by GEOID03.
 HF0908
 HF0908.The dynamic height is computed by dividing the NAVD 88
 HF0908.geopotential number by the normal gravity value computed on the
 HF0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0908.degrees latitude (g = 980.6199 gals.).
 HF0908
 HF0908.The modeled gravity was interpolated from observed gravity values.
 HF0908
 HF0908;                    North         East    Units  Estimated Accuracy
 HF0908;SPC KS S     -   529,020.      444,630.      MT  (+/- 180 meters Scaled)
 HF0908
 HF0908                          SUPERSEDED SURVEY CONTROL
 HF0908
 HF0908  NGVD 29 (??/??/92)  472.014  (m)         1548.60   (f) ADJ UNCH    1 2
 HF0908
 HF0908.Superseded values are not recommended for survey control.
 HF0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0908.See file dsdata.txt to determine how the superseded data were derived.
 HF0908
 HF0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG886872(NAD 83)
 HF0908_MARKER: DB = BENCH MARK DISK
 HF0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0908_SP_SET: CONCRETE POST
 HF0908_STAMPING: D 308 1953
 HF0908_MARK LOGO: CGS   
 HF0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0908+STABILITY: SURFACE MOTION
 HF0908
 HF0908  HISTORY     - Date     Condition        Report By
 HF0908  HISTORY     - 1953     MONUMENTED       CGS
 HF0908  HISTORY     - 1986     GOOD             NGS
 HF0908
 HF0908                          STATION DESCRIPTION
 HF0908
 HF0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0908'3.1 MI SW FROM CASTLETON.
 HF0908'3.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0908'RAILROAD FROM THE STATION AT CASTLETON, 7 POLES NORTHEAST
 HF0908'OF A ROAD CROSSING, ACROSS THE TRACK FROM MILEPOST 16, 39
 HF0908'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 8.2 FEET NORTHWEST OF A
 HF0908'FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST, 1.0 MILE NORTHEAST
 HF0908'OF BENCH MARK E 308, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0908'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HF0908
 HF0908                          STATION RECOVERY (1986)
 HF0908
 HF0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HF0908'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM (3.1 MI)
 HF0908'WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE HIGHWAY 61
 HF0908'IN HUTCHINSON, THENCE 21.5 KM (13.35 MI) SOUTHERLY ALONG THE SANTA FE
 HF0908'RAILROAD.  DELETE--ACROSS THE TRACK FROM MILEPOST 16.  ADD--0.4 KM
 HF0908'(0.25 MI) NORTHEAST OF THE INTERSECTION OF A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0165 ***********************************************************************
 HG0165  DESIGNATION -  D 309
 HG0165  PID         -  HG0165
 HG0165  STATE/COUNTY-  KS/HARPER
 HG0165  USGS QUAD   -  RAGO (1973)
 HG0165
 HG0165                         *CURRENT SURVEY CONTROL
 HG0165  ___________________________________________________________________
 HG0165* NAD 83(1986)-  37 22 57.     (N)    098 04 24.     (W)     SCALED    
 HG0165* NAVD 88     -       482.421  (meters)    1582.74   (feet)  ADJUSTED  
 HG0165  ___________________________________________________________________
 HG0165  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HG0165  DYNAMIC HT  -         482.016 (meters)    1581.41  (feet)  COMP
 HG0165  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 HG0165
 HG0165  VERT ORDER  -  FIRST     CLASS II
 HG0165
 HG0165.The horizontal coordinates were scaled from a topographic map and have
 HG0165.an estimated accuracy of +/- 6 seconds.
 HG0165
 HG0165.The orthometric height was determined by differential leveling
 HG0165.and adjusted by the National Geodetic Survey in June 1991..
 HG0165.WARNING-Repeat measurements at this control monument indicate possible
 HG0165.vertical movement.
 HG0165
 HG0165.The geoid height was determined by GEOID03.
 HG0165
 HG0165.The dynamic height is computed by dividing the NAVD 88
 HG0165.geopotential number by the normal gravity value computed on the
 HG0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0165.degrees latitude (g = 980.6199 gals.).
 HG0165
 HG0165.The modeled gravity was interpolated from observed gravity values.
 HG0165
 HG0165;                    North         East    Units  Estimated Accuracy
 HG0165;SPC KS S     -   479,530.      437,790.      MT  (+/- 180 meters Scaled)
 HG0165
 HG0165                          SUPERSEDED SURVEY CONTROL
 HG0165
 HG0165  NGVD 29 (??/??/92)  482.258  (m)         1582.21   (f) ADJ UNCH    1 2
 HG0165
 HG0165.Superseded values are not recommended for survey control.
 HG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0165.See file dsdata.txt to determine how the superseded data were derived.
 HG0165
 HG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG820377(NAD 83)
 HG0165_MARKER: DB = BENCH MARK DISK
 HG0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0165_SP_SET: CONCRETE POST
 HG0165_STAMPING: D 309 1953
 HG0165_MARK LOGO: CGS   
 HG0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0165+STABILITY: SURFACE MOTION
 HG0165
 HG0165  HISTORY     - Date     Condition        Report By
 HG0165  HISTORY     - 1953     MONUMENTED       CGS
 HG0165  HISTORY     - 1985     GOOD             NGS
 HG0165
 HG0165                          STATION DESCRIPTION
 HG0165
 HG0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0165'4.9 MI S FROM RAGO.
 HG0165'4.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0165'FROM THE STATION AT RAGO, 63 FEET WEST OF THE CENTER LINE OF
 HG0165'STATE HIGHWAY 14, 42 FEET EAST OF THE EAST RAIL, 2 FEET NORTH
 HG0165'OF A WITNESS POST, 0.1 MILE SOUTH OF THE KINGMAN AND HARPER
 HG0165'COUNTY LINE, 2 POLES NORTH OF MILEPOST 53, SET IN THE TOP OF A
 HG0165'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 HG0165
 HG0165                          STATION RECOVERY (1985)
 HG0165
 HG0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0891 ***********************************************************************
 JF0891  DESIGNATION -  D 31
 JF0891  PID         -  JF0891
 JF0891  STATE/COUNTY-  KS/MCPHERSON
 JF0891  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0891
 JF0891                         *CURRENT SURVEY CONTROL
 JF0891  ___________________________________________________________________
 JF0891* NAD 83(1986)-  38 22 13.     (N)    097 42 13.     (W)     SCALED    
 JF0891* NAVD 88     -       457.640  (meters)    1501.44   (feet)  ADJUSTED  
 JF0891  ___________________________________________________________________
 JF0891  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 JF0891  DYNAMIC HT  -         457.307 (meters)    1500.35  (feet)  COMP
 JF0891  MODELED GRAV-     979,886.7   (mgal)                       NAVD 88
 JF0891
 JF0891  VERT ORDER  -  SECOND    CLASS 0
 JF0891
 JF0891.The horizontal coordinates were scaled from a topographic map and have
 JF0891.an estimated accuracy of +/- 6 seconds.
 JF0891
 JF0891.The orthometric height was determined by differential leveling
 JF0891.and adjusted by the National Geodetic Survey in June 1991..
 JF0891
 JF0891.The geoid height was determined by GEOID03.
 JF0891
 JF0891.The dynamic height is computed by dividing the NAVD 88
 JF0891.geopotential number by the normal gravity value computed on the
 JF0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0891.degrees latitude (g = 980.6199 gals.).
 JF0891
 JF0891.The modeled gravity was interpolated from observed gravity values.
 JF0891
 JF0891;                    North         East    Units  Estimated Accuracy
 JF0891;SPC KS S     -   589,380.      469,590.      MT  (+/- 180 meters Scaled)
 JF0891
 JF0891                          SUPERSEDED SURVEY CONTROL
 JF0891
 JF0891  NGVD 29 (??/??/92)  457.504  (m)         1500.99   (f) ADJ UNCH    2 0
 JF0891
 JF0891.Superseded values are not recommended for survey control.
 JF0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0891.See file dsdata.txt to determine how the superseded data were derived.
 JF0891
 JF0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH132476(NAD 83)
 JF0891_MARKER: DB = BENCH MARK DISK
 JF0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0891_STAMPING: D 31 1934
 JF0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0891+STABILITY: SURFACE MOTION
 JF0891
 JF0891  HISTORY     - Date     Condition        Report By
 JF0891  HISTORY     - 1934     MONUMENTED       CGS
 JF0891
 JF0891                          STATION DESCRIPTION
 JF0891
 JF0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF0891'2 MI W FROM MC PHERSON.
 JF0891'ABOUT 2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0891'RAILWAY FROM MC PHERSON, MC PHERSON COUNTY, AT MILEAGE 49.01,
 JF0891'27 FEET WEST OF THE CENTERLINE OF A COUNTY ROAD, AND 49 FEET
 JF0891'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 JF0891'D 31 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0192 ***********************************************************************
 HG0192  DESIGNATION -  D 310
 HG0192  PID         -  HG0192
 HG0192  STATE/COUNTY-  KS/HARPER
 HG0192  USGS QUAD   -  ANTHONY (1983)
 HG0192
 HG0192                         *CURRENT SURVEY CONTROL
 HG0192  ___________________________________________________________________
 HG0192* NAD 83(1986)-  37 09 06.     (N)    098 04 36.     (W)     SCALED    
 HG0192* NAVD 88     -       402.828  (meters)    1321.61   (feet)  ADJUSTED  
 HG0192  ___________________________________________________________________
 HG0192  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HG0192  DYNAMIC HT  -         402.491 (meters)    1320.51  (feet)  COMP
 HG0192  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 HG0192
 HG0192  VERT ORDER  -  FIRST     CLASS II
 HG0192
 HG0192.This mark is at Anthony Municipal Airport (ANY)
 HG0192
 HG0192.The horizontal coordinates were scaled from a topographic map and have
 HG0192.an estimated accuracy of +/- 6 seconds.
 HG0192
 HG0192.The orthometric height was determined by differential leveling
 HG0192.and adjusted by the National Geodetic Survey in June 1991..
 HG0192
 HG0192.The geoid height was determined by GEOID03.
 HG0192
 HG0192.The dynamic height is computed by dividing the NAVD 88
 HG0192.geopotential number by the normal gravity value computed on the
 HG0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0192.degrees latitude (g = 980.6199 gals.).
 HG0192
 HG0192.The modeled gravity was interpolated from observed gravity values.
 HG0192
 HG0192;                    North         East    Units  Estimated Accuracy
 HG0192;SPC KS S     -   453,910.      437,610.      MT  (+/- 180 meters Scaled)
 HG0192
 HG0192                          SUPERSEDED SURVEY CONTROL
 HG0192
 HG0192  NGVD 29 (??/??/92)  402.706  (m)         1321.21   (f) ADJ UNCH    1 2
 HG0192
 HG0192.Superseded values are not recommended for survey control.
 HG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0192.See file dsdata.txt to determine how the superseded data were derived.
 HG0192
 HG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG819120(NAD 83)
 HG0192_MARKER: DB = BENCH MARK DISK
 HG0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0192_SP_SET: CONCRETE POST
 HG0192_STAMPING: D 310 1953
 HG0192_MARK LOGO: CGS   
 HG0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0192+STABILITY: SURFACE MOTION
 HG0192
 HG0192  HISTORY     - Date     Condition        Report By
 HG0192  HISTORY     - 1953     MONUMENTED       CGS
 HG0192  HISTORY     - 1986     GOOD             NGS
 HG0192
 HG0192                          STATION DESCRIPTION
 HG0192
 HG0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0192'2.2 MI W FROM ANTHONY.
 HG0192'2.2 MILES WEST ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0192'AND SANTA FE RAILROAD STATION AT ANTHONY, AT THE ANTHONY MUNICIPAL
 HG0192'AIRPORT, 2 FEET SOUTHEAST OF THE NORTHEAST LEG OF THE BEACON
 HG0192'TOWER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 HG0192'FOOT ABOVE THE GROUND.
 HG0192
 HG0192                          STATION RECOVERY (1986)
 HG0192
 HG0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0108 ***********************************************************************
 HG0108  DESIGNATION -  D 311
 HG0108  PID         -  HG0108
 HG0108  STATE/COUNTY-  KS/KINGMAN
 HG0108  USGS QUAD   -  KINGMAN (1983)
 HG0108
 HG0108                         *CURRENT SURVEY CONTROL
 HG0108  ___________________________________________________________________
 HG0108* NAD 83(1986)-  37 37 59.     (N)    098 03 47.     (W)     SCALED    
 HG0108* NAVD 88     -       452.202  (meters)    1483.60   (feet)  ADJUSTED  
 HG0108  ___________________________________________________________________
 HG0108  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HG0108  DYNAMIC HT  -         451.831 (meters)    1482.38  (feet)  COMP
 HG0108  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 HG0108
 HG0108  VERT ORDER  -  SECOND    CLASS 0
 HG0108
 HG0108.The horizontal coordinates were scaled from a topographic map and have
 HG0108.an estimated accuracy of +/- 6 seconds.
 HG0108
 HG0108.The orthometric height was determined by differential leveling
 HG0108.and adjusted by the National Geodetic Survey in June 1991..
 HG0108
 HG0108.The geoid height was determined by GEOID03.
 HG0108
 HG0108.The dynamic height is computed by dividing the NAVD 88
 HG0108.geopotential number by the normal gravity value computed on the
 HG0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0108.degrees latitude (g = 980.6199 gals.).
 HG0108
 HG0108.The modeled gravity was interpolated from observed gravity values.
 HG0108
 HG0108;                    North         East    Units  Estimated Accuracy
 HG0108;SPC KS S     -   507,350.      438,570.      MT  (+/- 180 meters Scaled)
 HG0108
 HG0108                          SUPERSEDED SURVEY CONTROL
 HG0108
 HG0108  NGVD 29 (??/??/92)  452.045  (m)         1483.08   (f) ADJ UNCH    2 0
 HG0108
 HG0108.Superseded values are not recommended for survey control.
 HG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0108.See file dsdata.txt to determine how the superseded data were derived.
 HG0108
 HG0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG826655(NAD 83)
 HG0108_MARKER: DB = BENCH MARK DISK
 HG0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0108_SP_SET: CONCRETE POST
 HG0108_STAMPING: D 311 1956
 HG0108_MARK LOGO: CGS   
 HG0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0108+STABILITY: SURFACE MOTION
 HG0108
 HG0108  HISTORY     - Date     Condition        Report By
 HG0108  HISTORY     - 1956     MONUMENTED       CGS
 HG0108  HISTORY     - 1986     GOOD             NGS
 HG0108
 HG0108                          STATION DESCRIPTION
 HG0108
 HG0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HG0108'3.3 MI E FROM KINGMAN.
 HG0108'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0108'AND SANTA FE RAILROAD STATION AT KINGMAN, THENCE 2.7 MILES EAST
 HG0108'ALONG A GRADED DIRT ROAD, 60 FEET SOUTH OF THE CENTER LINE OF
 HG0108'AN EAST AND WEST ROAD, 29 FEET EAST OF THE CENTER LINE OF A
 HG0108'ROAD LEADING SOUTH, 32 FEET SOUTH OF A FENCE CORNER, 8.2 FEET
 HG0108'NORTH OF A TELEPHONE POLE, 1.8 FEET WEST OF A FENCE, 1.5 FEET
 HG0108'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HG0108'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4
 HG0108'OF SECTION 11, TOWNSHIP 28 SOUTH, RANGE 7 WEST.
 HG0108
 HG0108                          STATION RECOVERY (1986)
 HG0108
 HG0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0951 ***********************************************************************
 HF0951  DESIGNATION -  D 312
 HF0951  PID         -  HF0951
 HF0951  STATE/COUNTY-  KS/SEDGWICK
 HF0951  USGS QUAD   -  LAKE AFTON (1980)
 HF0951
 HF0951                         *CURRENT SURVEY CONTROL
 HF0951  ___________________________________________________________________
 HF0951* NAD 83(1986)-  37 31 57.     (N)    097 39 42.     (W)     SCALED    
 HF0951* NAVD 88     -       399.160  (meters)    1309.58   (feet)  ADJUSTED  
 HF0951  ___________________________________________________________________
 HF0951  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF0951  DYNAMIC HT  -         398.833 (meters)    1308.50  (feet)  COMP
 HF0951  MODELED GRAV-     979,800.5   (mgal)                       NAVD 88
 HF0951
 HF0951  VERT ORDER  -  SECOND    CLASS 0
 HF0951
 HF0951.The horizontal coordinates were scaled from a topographic map and have
 HF0951.an estimated accuracy of +/- 6 seconds.
 HF0951
 HF0951.The orthometric height was determined by differential leveling
 HF0951.and adjusted by the National Geodetic Survey in June 1991..
 HF0951
 HF0951.The geoid height was determined by GEOID03.
 HF0951
 HF0951.The dynamic height is computed by dividing the NAVD 88
 HF0951.geopotential number by the normal gravity value computed on the
 HF0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0951.degrees latitude (g = 980.6199 gals.).
 HF0951
 HF0951.The modeled gravity was interpolated from observed gravity values.
 HF0951
 HF0951;                    North         East    Units  Estimated Accuracy
 HF0951;SPC KS S     -   496,430.      474,090.      MT  (+/- 180 meters Scaled)
 HF0951
 HF0951                          SUPERSEDED SURVEY CONTROL
 HF0951
 HF0951  NGVD 29 (??/??/92)  399.025  (m)         1309.13   (f) ADJ UNCH    2 0
 HF0951
 HF0951.Superseded values are not recommended for survey control.
 HF0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0951.See file dsdata.txt to determine how the superseded data were derived.
 HF0951
 HF0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG182547(NAD 83)
 HF0951_MARKER: DB = BENCH MARK DISK
 HF0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0951_STAMPING: D 312 1956
 HF0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0951+STABILITY: SURFACE MOTION
 HF0951
 HF0951  HISTORY     - Date     Condition        Report By
 HF0951  HISTORY     - 1956     MONUMENTED       CGS
 HF0951
 HF0951                          STATION DESCRIPTION
 HF0951
 HF0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0951'4.4 MI N FROM VIOLA.
 HF0951'0.25 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0951'RAILROAD FROM THE STATION AT VIOLA, THENCE 3.15 MILES NORTH
 HF0951'ALONG AN OILED ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 HF0951'ROAD, AT THE EAST END OF A ROW OF TREES, 40 FEET WEST OF THE
 HF0951'CENTER LINE OF A DIRT ROAD LEADING SOUTH, 25 FEET SOUTH OF THE
 HF0951'CENTER LINE OF AN EAST AND WEST DIRT ROAD, 7 FEET WEST OF A 14
 HF0951'INCH HACKBERRY TREE, 2 FEET EAST OF A WITNESS POST, SET IN THE
 HF0951'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 HF0951'IN THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 3
 HF0951'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1030 ***********************************************************************
 HF1030  DESIGNATION -  D 313
 HF1030  PID         -  HF1030
 HF1030  STATE/COUNTY-  KS/SEDGWICK
 HF1030  USGS QUAD   -  CHENEY (1982)
 HF1030
 HF1030                         *CURRENT SURVEY CONTROL
 HF1030  ___________________________________________________________________
 HF1030* NAD 83(1986)-  37 41 27.     (N)    097 46 48.     (W)     SCALED    
 HF1030* NAVD 88     -       416.731  (meters)    1367.22   (feet)  ADJUSTED  
 HF1030  ___________________________________________________________________
 HF1030  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HF1030  DYNAMIC HT  -         416.396 (meters)    1366.13  (feet)  COMP
 HF1030  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 HF1030
 HF1030  VERT ORDER  -  SECOND    CLASS 0
 HF1030
 HF1030.The horizontal coordinates were scaled from a topographic map and have
 HF1030.an estimated accuracy of +/- 6 seconds.
 HF1030
 HF1030.The orthometric height was determined by differential leveling
 HF1030.and adjusted by the National Geodetic Survey in June 1991..
 HF1030
 HF1030.The geoid height was determined by GEOID03.
 HF1030
 HF1030.The dynamic height is computed by dividing the NAVD 88
 HF1030.geopotential number by the normal gravity value computed on the
 HF1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1030.degrees latitude (g = 980.6199 gals.).
 HF1030
 HF1030.The modeled gravity was interpolated from observed gravity values.
 HF1030
 HF1030;                    North         East    Units  Estimated Accuracy
 HF1030;SPC KS S     -   513,910.      463,500.      MT  (+/- 180 meters Scaled)
 HF1030
 HF1030                          SUPERSEDED SURVEY CONTROL
 HF1030
 HF1030  NGVD 29 (??/??/92)  416.584  (m)         1366.74   (f) ADJ UNCH    2 0
 HF1030
 HF1030.Superseded values are not recommended for survey control.
 HF1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1030.See file dsdata.txt to determine how the superseded data were derived.
 HF1030
 HF1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG075722(NAD 83)
 HF1030_MARKER: DB = BENCH MARK DISK
 HF1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1030_STAMPING: D 313 1956
 HF1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1030+STABILITY: SURFACE MOTION
 HF1030
 HF1030  HISTORY     - Date     Condition        Report By
 HF1030  HISTORY     - 1956     MONUMENTED       CGS
 HF1030  HISTORY     - 1967     GOOD             NGS
 HF1030
 HF1030                          STATION DESCRIPTION
 HF1030
 HF1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1030'5.3 MI N FROM CHENEY.
 HF1030'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1030'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A GRADED
 HF1030'DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54, THENCE
 HF1030'2.0 MILES NORTH ALONG A GRADED DIRT ROAD, AT THE WEST END OF
 HF1030'A ROW OF TREES, 45 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 HF1030'WEST ROAD, 60 FEET EAST OF A TELEPHONE POLE, 9 FEET EAST OF THE
 HF1030'EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 6.4 FEET WEST OF
 HF1030'AN 8 INCH ELM TREE, 4 FEET SOUTHEAST OF A FENCE CORNER, 2.8
 HF1030'FEET SOUTH OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 HF1030'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 HF1030'IN SECTION 17, TOWNSHIP 27 SOUTH, RANGE 4 WEST.  NOTE-- BM IS
 HF1030'1.5 FEET NORTHEAST OF THE SOUTH END OF A FENCE AND 1 FOOT WEST
 HF1030'OF A METAL WITNESS POST.
 HF1030
 HF1030                          STATION RECOVERY (1967)
 HF1030
 HF1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HF1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0852 ***********************************************************************
 HF0852  DESIGNATION -  D 314
 HF0852  PID         -  HF0852
 HF0852  STATE/COUNTY-  KS/SUMNER
 HF0852  USGS QUAD   -  CALDWELL NW (1971)
 HF0852
 HF0852                         *CURRENT SURVEY CONTROL
 HF0852  ___________________________________________________________________
 HF0852* NAD 83(1997)-  37 12 46.67776(N)    097 40 27.63346(W)     ADJUSTED  
 HF0852* NAVD 88     -       377.315  (meters)    1237.91   (feet)  ADJUSTED  
 HF0852  ___________________________________________________________________
 HF0852  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 HF0852  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 HF0852  DYNAMIC HT  -         377.001 (meters)    1236.88  (feet)  COMP
 HF0852  MODELED GRAV-     979,787.6   (mgal)                       NAVD 88
 HF0852
 HF0852  HORZ ORDER  -  SECOND
 HF0852  VERT ORDER  -  SECOND    CLASS 0
 HF0852
 HF0852.The horizontal coordinates were established by classical geodetic methods
 HF0852.and adjusted by the National Geodetic Survey in October 1998..
 HF0852
 HF0852.The orthometric height was determined by differential leveling
 HF0852.and adjusted by the National Geodetic Survey in June 1991..
 HF0852
 HF0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0852
 HF0852.The geoid height was determined by GEOID03.
 HF0852
 HF0852.The dynamic height is computed by dividing the NAVD 88
 HF0852.geopotential number by the normal gravity value computed on the
 HF0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0852.degrees latitude (g = 980.6199 gals.).
 HF0852
 HF0852.The modeled gravity was interpolated from observed gravity values.
 HF0852
 HF0852;                    North         East     Units Scale Factor Converg.
 HF0852;SPC KS S     -   460,956.002   473,287.514   MT  1.00001099   +0 30 26.6
 HF0852;UTM  14      - 4,119,320.848   617,624.848   MT  0.99977043   +0 48 06.6
 HF0852
 HF0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0852!SPC KS S     -   0.99994528  x   1.00001099  =   0.99995627
 HF0852!UTM  14      -   0.99994528  x   0.99977043  =   0.99971572
 HF0852
 HF0852                          SUPERSEDED SURVEY CONTROL
 HF0852
 HF0852  NAD 83(1997)-  37 12 46.68138(N)    097 40 27.63275(W) AD(       ) 2
 HF0852  NAD 83(1986)-  37 12 46.68630(N)    097 40 27.62663(W) AD(       ) 2
 HF0852  NAD 27      -  37 12 46.60630(N)    097 40 26.43941(W) AD(       ) 2
 HF0852  NGVD 29 (??/??/92)  377.204  (m)         1237.54   (f) ADJ UNCH    2 0
 HF0852
 HF0852.Superseded values are not recommended for survey control.
 HF0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0852.See file dsdata.txt to determine how the superseded data were derived.
 HF0852
 HF0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1762519321(NAD 83)
 HF0852_MARKER: DB = BENCH MARK DISK
 HF0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0852_STAMPING: D 314 1956
 HF0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0852+STABILITY: SURFACE MOTION
 HF0852
 HF0852  HISTORY     - Date     Condition        Report By
 HF0852  HISTORY     - 1956     MONUMENTED       CGS
 HF0852
 HF0852                          STATION DESCRIPTION
 HF0852
 HF0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0852'3 MI S FROM MILAN.
 HF0852'3.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 HF0852'MILAN, 39 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 HF0852'26 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 2 FEET
 HF0852'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0852'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF
 HF0852'SECTION 32, TOWNSHIP 32 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1049 ***********************************************************************
 HF1049  DESIGNATION -  D 315
 HF1049  PID         -  HF1049
 HF1049  STATE/COUNTY-  KS/RENO
 HF1049  USGS QUAD   -  CASTLETON (1965)
 HF1049
 HF1049                         *CURRENT SURVEY CONTROL
 HF1049  ___________________________________________________________________
 HF1049* NAD 83(1986)-  37 49 32.     (N)    097 56 10.     (W)     SCALED    
 HF1049* NAVD 88     -       453.767  (meters)    1488.73   (feet)  ADJUSTED  
 HF1049  ___________________________________________________________________
 HF1049  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 HF1049  DYNAMIC HT  -         453.413 (meters)    1487.57  (feet)  COMP
 HF1049  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 HF1049
 HF1049  VERT ORDER  -  SECOND    CLASS 0
 HF1049
 HF1049.The horizontal coordinates were scaled from a topographic map and have
 HF1049.an estimated accuracy of +/- 6 seconds.
 HF1049
 HF1049.The orthometric height was determined by differential leveling
 HF1049.and adjusted by the National Geodetic Survey in June 1991..
 HF1049
 HF1049.The geoid height was determined by GEOID03.
 HF1049
 HF1049.The dynamic height is computed by dividing the NAVD 88
 HF1049.geopotential number by the normal gravity value computed on the
 HF1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1049.degrees latitude (g = 980.6199 gals.).
 HF1049
 HF1049.The modeled gravity was interpolated from observed gravity values.
 HF1049
 HF1049;                    North         East    Units  Estimated Accuracy
 HF1049;SPC KS S     -   528,770.      449,640.      MT  (+/- 180 meters Scaled)
 HF1049
 HF1049                          SUPERSEDED SURVEY CONTROL
 HF1049
 HF1049  NGVD 29 (??/??/92)  453.616  (m)         1488.24   (f) ADJ UNCH    2 0
 HF1049
 HF1049.Superseded values are not recommended for survey control.
 HF1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1049.See file dsdata.txt to determine how the superseded data were derived.
 HF1049
 HF1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG936869(NAD 83)
 HF1049_MARKER: DB = BENCH MARK DISK
 HF1049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF1049_SP_SET: CULVERT
 HF1049_STAMPING: D 315 1956
 HF1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1049
 HF1049  HISTORY     - Date     Condition        Report By
 HF1049  HISTORY     - 1956     MONUMENTED       CGS
 HF1049
 HF1049                          STATION DESCRIPTION
 HF1049
 HF1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1049'5.1 MI SE FROM CASTLETON.
 HF1049'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF1049'RAILROAD FROM THE STATION AT CASTLETON, THENCE 0.9 MILE EAST
 HF1049'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 HF1049'ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0
 HF1049'MILE SOUTH ALONG STATE HIGHWAY 17, 270 FEET NORTH OF THE CENTER
 HF1049'LINE OF AN EAST AND WEST ROAD, 18 FEET WEST OF THE CENTER LINE
 HF1049'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST
 HF1049'HEADWALL OF A CONCRETE CULVERT, IN SECTION 36, TOWNSHIP 25
 HF1049'SOUTH, RANGE 6 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0834 ***********************************************************************
 HF0834  DESIGNATION -  D 316
 HF0834  PID         -  HF0834
 HF0834  STATE/COUNTY-  KS/SUMNER
 HF0834  USGS QUAD   -  CALDWELL (1971)
 HF0834
 HF0834                         *CURRENT SURVEY CONTROL
 HF0834  ___________________________________________________________________
 HF0834* NAD 83(1986)-  37 02 00.     (N)    097 34 58.     (W)     SCALED    
 HF0834* NAVD 88     -       348.163  (meters)    1142.26   (feet)  ADJUSTED  
 HF0834  ___________________________________________________________________
 HF0834  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HF0834  DYNAMIC HT  -         347.873 (meters)    1141.31  (feet)  COMP
 HF0834  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 HF0834
 HF0834  VERT ORDER  -  SECOND    CLASS 0
 HF0834
 HF0834.The horizontal coordinates were scaled from a topographic map and have
 HF0834.an estimated accuracy of +/- 6 seconds.
 HF0834
 HF0834.The orthometric height was determined by differential leveling
 HF0834.and adjusted by the National Geodetic Survey in June 1991..
 HF0834
 HF0834.The geoid height was determined by GEOID03.
 HF0834
 HF0834.The dynamic height is computed by dividing the NAVD 88
 HF0834.geopotential number by the normal gravity value computed on the
 HF0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0834.degrees latitude (g = 980.6199 gals.).
 HF0834
 HF0834.The modeled gravity was interpolated from observed gravity values.
 HF0834
 HF0834;                    North         East    Units  Estimated Accuracy
 HF0834;SPC KS S     -   441,100.      481,610.      MT  (+/- 180 meters Scaled)
 HF0834
 HF0834                          SUPERSEDED SURVEY CONTROL
 HF0834
 HF0834  NGVD 29 (??/??/92)  348.055  (m)         1141.91   (f) ADJ UNCH    2 0
 HF0834
 HF0834.Superseded values are not recommended for survey control.
 HF0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0834.See file dsdata.txt to determine how the superseded data were derived.
 HF0834
 HF0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF260995(NAD 83)
 HF0834_MARKER: DB = BENCH MARK DISK
 HF0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0834_STAMPING: D 316 1956
 HF0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0834+STABILITY: SURFACE MOTION
 HF0834
 HF0834  HISTORY     - Date     Condition        Report By
 HF0834  HISTORY     - 1956     MONUMENTED       CGS
 HF0834
 HF0834                          STATION DESCRIPTION
 HF0834
 HF0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0834'1.2 MI E FROM CALDWELL.
 HF0834'1.2 MILES EAST ALONG U.S. HIGHWAY 81 FROM THE ATCHISON, TOPEKA
 HF0834'AND SANTA FE RAILROAD STATION AT CALDWELL, AT THE CALDWELL
 HF0834'AIRPORT, 14.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE MIDDLE
 HF0834'ONE OF THREE HANGARS, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0834'PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION 1, TOWNSHIP 35
 HF0834'SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0341 ***********************************************************************
 JH0341  DESIGNATION -  D 32
 JH0341  PID         -  JH0341
 JH0341  STATE/COUNTY-  KS/HAMILTON
 JH0341  USGS QUAD   -  EAST BRIDGE CREEK SOUTH (1966)
 JH0341
 JH0341                         *CURRENT SURVEY CONTROL
 JH0341  ___________________________________________________________________
 JH0341* NAD 83(1986)-  38 01 35.     (N)    101 56 08.     (W)     SCALED    
 JH0341* NAVD 88     -      1012.633  (meters)    3322.28   (feet)  ADJUSTED  
 JH0341  ___________________________________________________________________
 JH0341  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 JH0341  DYNAMIC HT  -        1011.695 (meters)    3319.20  (feet)  COMP
 JH0341  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 JH0341
 JH0341  VERT ORDER  -  FIRST     CLASS II
 JH0341
 JH0341.The horizontal coordinates were scaled from a topographic map and have
 JH0341.an estimated accuracy of +/- 6 seconds.
 JH0341
 JH0341.The orthometric height was determined by differential leveling
 JH0341.and adjusted by the National Geodetic Survey in June 1991..
 JH0341
 JH0341.The geoid height was determined by GEOID03.
 JH0341
 JH0341.The dynamic height is computed by dividing the NAVD 88
 JH0341.geopotential number by the normal gravity value computed on the
 JH0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0341.degrees latitude (g = 980.6199 gals.).
 JH0341
 JH0341.The modeled gravity was interpolated from observed gravity values.
 JH0341
 JH0341;                    North         East    Units  Estimated Accuracy
 JH0341;SPC KS S     -   556,470.       98,440.      MT  (+/- 180 meters Scaled)
 JH0341
 JH0341                          SUPERSEDED SURVEY CONTROL
 JH0341
 JH0341  NGVD 29 (??/??/92) 1012.218  (m)         3320.92   (f) ADJ UNCH    1 2
 JH0341
 JH0341.Superseded values are not recommended for survey control.
 JH0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0341.See file dsdata.txt to determine how the superseded data were derived.
 JH0341
 JH0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH423128(NAD 83)
 JH0341_MARKER: DB = BENCH MARK DISK
 JH0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0341_STAMPING: D 32 1934
 JH0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0341+STABILITY: SURFACE MOTION
 JH0341
 JH0341  HISTORY     - Date     Condition        Report By
 JH0341  HISTORY     - 1934     MONUMENTED       CGS
 JH0341  HISTORY     - 1961     MARK NOT FOUND   NGS
 JH0341
 JH0341                          STATION DESCRIPTION
 JH0341
 JH0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0341'4.2 MI E FROM COOLIDGE.
 JH0341'ABOUT 4.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JH0341'RAILWAY FROM THE STATION AT COOLIDGE, HAMILTON COUNTY, 66 FEET
 JH0341'NORTHWEST OF SIGNAL 464.2, 11 FEET EAST OF THE CENTER OF A
 JH0341'FARM-ROAD CROSSING, 47 FEET NORTH OF THE CENTER LINE OF THE TRACK,
 JH0341'AND 32 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 50.  A
 JH0341'STANDARD DISK, STAMPED D 32 1934 AND SET IN THE TOP OF A CONCRETE
 JH0341'POST.
 JH0341
 JH0341                          STATION RECOVERY (1961)
 JH0341
 JH0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JH0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1194 ***********************************************************************
 JE1194  DESIGNATION -  D 324
 JE1194  PID         -  JE1194
 JE1194  STATE/COUNTY-  KS/COFFEY
 JE1194  USGS QUAD   -  WAVERLY NW (1983)
 JE1194
 JE1194                         *CURRENT SURVEY CONTROL
 JE1194  ___________________________________________________________________
 JE1194* NAD 83(1986)-  38 24 18.     (N)    095 39 22.     (W)     SCALED    
 JE1194* NAVD 88     -       330.222  (meters)    1083.40   (feet)  ADJUSTED  
 JE1194  ___________________________________________________________________
 JE1194  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JE1194  DYNAMIC HT  -         329.983 (meters)    1082.62  (feet)  COMP
 JE1194  MODELED GRAV-     979,898.4   (mgal)                       NAVD 88
 JE1194
 JE1194  VERT ORDER  -  SECOND    CLASS 0
 JE1194
 JE1194.The horizontal coordinates were scaled from a topographic map and have
 JE1194.an estimated accuracy of +/- 6 seconds.
 JE1194
 JE1194.The orthometric height was determined by differential leveling
 JE1194.and adjusted by the National Geodetic Survey in June 1991..
 JE1194
 JE1194.The geoid height was determined by GEOID03.
 JE1194
 JE1194.The dynamic height is computed by dividing the NAVD 88
 JE1194.geopotential number by the normal gravity value computed on the
 JE1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1194.degrees latitude (g = 980.6199 gals.).
 JE1194
 JE1194.The modeled gravity was interpolated from observed gravity values.
 JE1194
 JE1194;                    North         East    Units  Estimated Accuracy
 JE1194;SPC KS S     -   596,720.      648,360.      MT  (+/- 180 meters Scaled)
 JE1194
 JE1194                          SUPERSEDED SURVEY CONTROL
 JE1194
 JE1194  NGVD 29 (??/??/92)  330.056  (m)         1082.86   (f) ADJ UNCH    2 0
 JE1194
 JE1194.Superseded values are not recommended for survey control.
 JE1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1194.See file dsdata.txt to determine how the superseded data were derived.
 JE1194
 JE1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC680540(NAD 83)
 JE1194_MARKER: DB = BENCH MARK DISK
 JE1194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1194_SP_SET: BRIDGE
 JE1194_STAMPING: D 324
 JE1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1194
 JE1194  HISTORY     - Date     Condition        Report By
 JE1194  HISTORY     - UNK      MONUMENTED       CGS
 JE1194  HISTORY     - 1960     GOOD             NGS
 JE1194
 JE1194                          STATION DESCRIPTION
 JE1194
 JE1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JE1194'4 MI NW FROM WAVERLY.
 JE1194'0.15 MILE SOUTH ALONG A OILED ROAD FROM THE RAILROAD DEPOT, AT
 JE1194'WAVERLY, THENCE 2.15 MILES WEST ALONG A GRAVELED ROAD, THENCE
 JE1194'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG
 JE1194'U.S. HIGHWAY 50, ABOUT 125 FEET NORTH OF THE CENTER OF THE
 JE1194'HIGHWAY, 25 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 JE1194'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE WEST HEADWALL OF
 JE1194'A CONCRETE BRIDGE AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0127 ***********************************************************************
 JF0127  DESIGNATION -  D 325
 JF0127  PID         -  JF0127
 JF0127  STATE/COUNTY-  KS/WABAUNSEE
 JF0127  USGS QUAD   -  KEENE (1983)
 JF0127
 JF0127                         *CURRENT SURVEY CONTROL
 JF0127  ___________________________________________________________________
 JF0127* NAD 83(1986)-  38 57 10.     (N)    096 04 35.     (W)     SCALED    
 JF0127* NAVD 88     -       361.363  (meters)    1185.57   (feet)  ADJUSTED  
 JF0127  ___________________________________________________________________
 JF0127  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JF0127  DYNAMIC HT  -         361.115 (meters)    1184.76  (feet)  COMP
 JF0127  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 JF0127
 JF0127  VERT ORDER  -  SECOND    CLASS 0
 JF0127
 JF0127.The horizontal coordinates were scaled from a topographic map and have
 JF0127.an estimated accuracy of +/- 6 seconds.
 JF0127
 JF0127.The orthometric height was determined by differential leveling
 JF0127.and adjusted by the National Geodetic Survey in June 1991..
 JF0127
 JF0127.The geoid height was determined by GEOID03.
 JF0127
 JF0127.The dynamic height is computed by dividing the NAVD 88
 JF0127.geopotential number by the normal gravity value computed on the
 JF0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0127.degrees latitude (g = 980.6199 gals.).
 JF0127
 JF0127.The modeled gravity was interpolated from observed gravity values.
 JF0127
 JF0127;                    North         East    Units  Estimated Accuracy
 JF0127;SPC KS N     -    70,540.      566,730.      MT  (+/- 180 meters Scaled)
 JF0127
 JF0127                          SUPERSEDED SURVEY CONTROL
 JF0127
 JF0127  NGVD 29 (??/??/92)  361.213  (m)         1185.08   (f) ADJ UNCH    2 0
 JF0127
 JF0127.Superseded values are not recommended for survey control.
 JF0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0127.See file dsdata.txt to determine how the superseded data were derived.
 JF0127
 JF0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ533156(NAD 83)
 JF0127_MARKER: DB = BENCH MARK DISK
 JF0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0127_SP_SET: BRIDGE
 JF0127_STAMPING: D 325 1960
 JF0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0127
 JF0127  HISTORY     - Date     Condition        Report By
 JF0127  HISTORY     - 1960     MONUMENTED       CGS
 JF0127  HISTORY     - 1961     GOOD             NGS
 JF0127  HISTORY     - 20050504 MARK NOT FOUND   NGS
 JF0127
 JF0127                          STATION DESCRIPTION
 JF0127
 JF0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JF0127'7.7 MI NE FROM ESKRIDGE.
 JF0127'7.7 MILES EAST AND NORTH ALONG STATE HIGHWAY 4 FROM THE POST
 JF0127'OFFICE AT ESKRIDGE, ABOUT 0.1 MILE SOUTH OF A CURVE, 20 FEET OF
 JF0127'THE CENTER OF THE HIGHWAY, 5.6 FEET NORTHEAST OF THE GUARD-RAIL,
 JF0127'CEMENTED IN A DRILL HOLE IN THE NORTHEAST WINGWALL OF A LARGE
 JF0127'CONCRETE BRIDGE OVER A CREEK AT THE BOTTOM OF A STEEP HILL.
 JF0127
 JF0127                          STATION RECOVERY (2005)
 JF0127
 JF0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 JF0127'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REPLACED.  ASSUMED
 JF0127'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1216 ***********************************************************************
 JE1216  DESIGNATION -  D 326
 JE1216  PID         -  JE1216
 JE1216  STATE/COUNTY-  KS/SHAWNEE
 JE1216  USGS QUAD   -  WAKARUSA (1983)
 JE1216
 JE1216                         *CURRENT SURVEY CONTROL
 JE1216  ___________________________________________________________________
 JE1216* NAD 83(1986)-  38 52 54.     (N)    095 41 34.     (W)     SCALED    
 JE1216* NAVD 88     -       292.750  (meters)     960.46   (feet)  ADJUSTED  
 JE1216  ___________________________________________________________________
 JE1216  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JE1216  DYNAMIC HT  -         292.552 (meters)     959.81  (feet)  COMP
 JE1216  MODELED GRAV-     979,944.2   (mgal)                       NAVD 88
 JE1216
 JE1216  VERT ORDER  -  SECOND    CLASS 0
 JE1216
 JE1216.The horizontal coordinates were scaled from a topographic map and have
 JE1216.an estimated accuracy of +/- 6 seconds.
 JE1216
 JE1216.The orthometric height was determined by differential leveling
 JE1216.and adjusted by the National Geodetic Survey in June 1991..
 JE1216
 JE1216.The geoid height was determined by GEOID03.
 JE1216
 JE1216.The dynamic height is computed by dividing the NAVD 88
 JE1216.geopotential number by the normal gravity value computed on the
 JE1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1216.degrees latitude (g = 980.6199 gals.).
 JE1216
 JE1216.The modeled gravity was interpolated from observed gravity values.
 JE1216
 JE1216;                    North         East    Units  Estimated Accuracy
 JE1216;SPC KS N     -    63,420.      600,170.      MT  (+/- 180 meters Scaled)
 JE1216
 JE1216                          SUPERSEDED SURVEY CONTROL
 JE1216
 JE1216  NGVD 29 (??/??/92)  292.618  (m)          960.03   (f) ADJ UNCH    2 0
 JE1216
 JE1216.Superseded values are not recommended for survey control.
 JE1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1216.See file dsdata.txt to determine how the superseded data were derived.
 JE1216
 JE1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD664070(NAD 83)
 JE1216_MARKER: DB = BENCH MARK DISK
 JE1216_SETTING: 0 = UNSPECIFIED SETTING
 JE1216_STAMPING: D 326 1961
 JE1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1216
 JE1216  HISTORY     - Date     Condition        Report By
 JE1216  HISTORY     - 1961     MONUMENTED       CGS
 JE1216
 JE1216                          STATION DESCRIPTION
 JE1216
 JE1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JE1216'0.3 MI S FROM WAKARUSA.
 JE1216'0.3 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1216'FROM THE STATION AT WAKARUSA, 26 FEET NORTHEAST OF MILEPOST 63,
 JE1216'15.5 FEET SOUTH CENTER OF THE ROAD, 10.5 FEET EAST OF THE EAST
 JE1216'RAIL, CEMENTED IN A DRILL HOLE IN A RAILROAD SIGNAL, 5 FEET WEST
 JE1216'OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1399 ***********************************************************************
 JE1399  DESIGNATION -  D 327
 JE1399  PID         -  JE1399
 JE1399  STATE/COUNTY-  KS/FRANKLIN
 JE1399  USGS QUAD   -  POMONA (1973)
 JE1399
 JE1399                         *CURRENT SURVEY CONTROL
 JE1399  ___________________________________________________________________
 JE1399* NAD 83(1986)-  38 30 12.     (N)    095 26 06.     (W)     SCALED    
 JE1399* NAVD 88     -       346.788  (meters)    1137.75   (feet)  ADJUSTED  
 JE1399  ___________________________________________________________________
 JE1399  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JE1399  DYNAMIC HT  -         346.543 (meters)    1136.95  (feet)  COMP
 JE1399  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 JE1399
 JE1399  VERT ORDER  -  SECOND    CLASS 0
 JE1399
 JE1399.The horizontal coordinates were scaled from a topographic map and have
 JE1399.an estimated accuracy of +/- 6 seconds.
 JE1399
 JE1399.The orthometric height was determined by differential leveling
 JE1399.and adjusted by the National Geodetic Survey in June 1991..
 JE1399
 JE1399.The geoid height was determined by GEOID03.
 JE1399
 JE1399.The dynamic height is computed by dividing the NAVD 88
 JE1399.geopotential number by the normal gravity value computed on the
 JE1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1399.degrees latitude (g = 980.6199 gals.).
 JE1399
 JE1399.The modeled gravity was interpolated from observed gravity values.
 JE1399
 JE1399;                    North         East    Units  Estimated Accuracy
 JE1399;SPC KS S     -   608,240.      667,310.      MT  (+/- 180 meters Scaled)
 JE1399
 JE1399                          SUPERSEDED SURVEY CONTROL
 JE1399
 JE1399  NGVD 29 (??/??/92)  346.651  (m)         1137.30   (f) ADJ UNCH    2 0
 JE1399
 JE1399.Superseded values are not recommended for survey control.
 JE1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1399.See file dsdata.txt to determine how the superseded data were derived.
 JE1399
 JE1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC876644(NAD 83)
 JE1399_MARKER: DB = BENCH MARK DISK
 JE1399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1399_SP_SET: CULVERT
 JE1399_STAMPING: D 327 1974
 JE1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1399
 JE1399  HISTORY     - Date     Condition        Report By
 JE1399  HISTORY     - 1974     MONUMENTED       NGS
 JE1399
 JE1399                          STATION DESCRIPTION
 JE1399
 JE1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1399'2.4 MI E FROM WILLIAMSBURG.
 JE1399'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1399'STATE HIGHWAY 273 (EXIT NO 170), WHICH IS ABOUT 1 MILE NORTH OF
 JE1399'WILLIAMSBURG, GO EAST ALONG I-35 FOR 2.4 MILES TO THE MARK SET IN THE
 JE1399'TOP OF THE WEST END OF SOUTH HEADWALL OF A BOX CULVERT WHICH IS USED
 JE1399'FOR A CATTLE WALKWAY UNDER HIGHWAY.  THE MARK IS 34 FEET SOUTH OF THE
 JE1399'CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY, 1 FOOT EAST OF THE WEST
 JE1399'END OF HEADWALL AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1449 ***********************************************************************
 JE1449  DESIGNATION -  D 328
 JE1449  PID         -  JE1449
 JE1449  STATE/COUNTY-  KS/MIAMI
 JE1449  USGS QUAD   -  WELLSVILLE (1973)
 JE1449
 JE1449                         *CURRENT SURVEY CONTROL
 JE1449  ___________________________________________________________________
 JE1449* NAD 83(1986)-  38 43 05.     (N)    095 02 48.     (W)     SCALED    
 JE1449* NAVD 88     -       306.212  (meters)    1004.63   (feet)  ADJUSTED  
 JE1449  ___________________________________________________________________
 JE1449  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JE1449  DYNAMIC HT  -         306.003 (meters)    1003.94  (feet)  COMP
 JE1449  MODELED GRAV-     979,937.0   (mgal)                       NAVD 88
 JE1449
 JE1449  VERT ORDER  -  SECOND    CLASS 0
 JE1449
 JE1449.The horizontal coordinates were scaled from a topographic map and have
 JE1449.an estimated accuracy of +/- 6 seconds.
 JE1449
 JE1449.The orthometric height was determined by differential leveling
 JE1449.and adjusted by the National Geodetic Survey in June 1991..
 JE1449
 JE1449.The geoid height was determined by GEOID03.
 JE1449
 JE1449.The dynamic height is computed by dividing the NAVD 88
 JE1449.geopotential number by the normal gravity value computed on the
 JE1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1449.degrees latitude (g = 980.6199 gals.).
 JE1449
 JE1449.The modeled gravity was interpolated from observed gravity values.
 JE1449
 JE1449;                    North         East    Units  Estimated Accuracy
 JE1449;SPC KS S     -   633,250.      700,280.      MT  (+/- 180 meters Scaled)
 JE1449
 JE1449                          SUPERSEDED SURVEY CONTROL
 JE1449
 JE1449  NGVD 29 (??/??/92)  306.091  (m)         1004.23   (f) ADJ UNCH    2 0
 JE1449
 JE1449.Superseded values are not recommended for survey control.
 JE1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1449.See file dsdata.txt to determine how the superseded data were derived.
 JE1449
 JE1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC220874(NAD 83)
 JE1449_MARKER: DB = BENCH MARK DISK
 JE1449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1449_SP_SET: CULVERT
 JE1449_STAMPING: D 328 1974
 JE1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1449
 JE1449  HISTORY     - Date     Condition        Report By
 JE1449  HISTORY     - 1974     MONUMENTED       NGS
 JE1449
 JE1449                          STATION DESCRIPTION
 JE1449
 JE1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1449'1.95 MI NE FROM WELLSVILLE.
 JE1449'ABOUT 1.95 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1449'JUNCTION WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE SOUTH OF
 JE1449'WELLSVILLE, 40.5 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST
 JE1449'BOUND LANE OF HIGHWAY AND 0.5 FOOT SOUTHWEST OF THE NORTHEAST END OF
 JE1449'HEADWALL.  SET IN THE TOP OF THE SOUTHEAST HEADWALL OF A BOX CULVERT
 JE1449'WHICH IS ALSO USED FOR A CATTLE WALKWAY UNDER HIGHWAY AND ABOUT 4 FEET
 JE1449'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1450 ***********************************************************************
 JE1450  DESIGNATION -  D 328 RESET
 JE1450  PID         -  JE1450
 JE1450  STATE/COUNTY-  KS/FRANKLIN
 JE1450  USGS QUAD   -  WELLSVILLE (1973)
 JE1450
 JE1450                         *CURRENT SURVEY CONTROL
 JE1450  ___________________________________________________________________
 JE1450* NAD 83(1986)-  38 43 05.     (N)    095 02 48.     (W)     SCALED    
 JE1450* NAVD 88     -       306.23   (+/-2cm)    1004.7    (feet)  VERTCON   
 JE1450  ___________________________________________________________________
 JE1450  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JE1450
 JE1450  VERT ORDER  -  THIRD (See Below)
 JE1450
 JE1450.The horizontal coordinates were scaled from a topographic map and have
 JE1450.an estimated accuracy of +/- 6 seconds.
 JE1450
 JE1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1450.The vertical order pertains to the NGVD 29 superseded value.
 JE1450
 JE1450.The geoid height was determined by GEOID03.
 JE1450
 JE1450;                    North         East    Units  Estimated Accuracy
 JE1450;SPC KS S     -   633,250.      700,280.      MT  (+/- 180 meters Scaled)
 JE1450
 JE1450                          SUPERSEDED SURVEY CONTROL
 JE1450
 JE1450  NGVD 29 (03/09/04)  306.11   (m)         1004.3    (f) RESET       3  
 JE1450
 JE1450.Superseded values are not recommended for survey control.
 JE1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1450.See file dsdata.txt to determine how the superseded data were derived.
 JE1450
 JE1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC220874(NAD 83)
 JE1450_MARKER: DB = BENCH MARK DISK
 JE1450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1450_SP_SET: CULVERT
 JE1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1450
 JE1450  HISTORY     - Date     Condition        Report By
 JE1450  HISTORY     - 1976     MONUMENTED       NGS
 JE1450  HISTORY     - 1976     GOOD             NGS
 JE1450
 JE1450                          STATION DESCRIPTION
 JE1450
 JE1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 JE1450'1.95 MI NE FROM WELLSVILLE.
 JE1450'ABOUT 1.95 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1450'JUNCTION WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE NORTH OF
 JE1450'WELLSVILLE.  SET IN THE TOP OF THE SOUTHEAST CONCRETE BOX CULVERT
 JE1450'HEADWALL ON SOUTHEAST SIDE OF THE NORTHEAST BOUND LANE, ABOUT 8 INCHES
 JE1450'SOUTHWEST OF THE NORTHEAST EDGE, THIS BOX CULVERT IS ALSO USED FOR A
 JE1450'CATTLE WALKWAY UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0306 ***********************************************************************
 HH0306  DESIGNATION -  D 33
 HH0306  PID         -  HH0306
 HH0306  STATE/COUNTY-  KS/KEARNY
 HH0306  USGS QUAD   -  DEERFIELD NE (1978)
 HH0306
 HH0306                         *CURRENT SURVEY CONTROL
 HH0306  ___________________________________________________________________
 HH0306* NAD 83(1986)-  37 59 21.     (N)    101 05 43.     (W)     SCALED    
 HH0306* NAVD 88     -       892.675  (meters)    2928.72   (feet)  ADJUSTED  
 HH0306  ___________________________________________________________________
 HH0306  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 HH0306  DYNAMIC HT  -         891.873 (meters)    2926.09  (feet)  COMP
 HH0306  MODELED GRAV-     979,701.2   (mgal)                       NAVD 88
 HH0306
 HH0306  VERT ORDER  -  FIRST     CLASS II
 HH0306
 HH0306.The horizontal coordinates were scaled from a topographic map and have
 HH0306.an estimated accuracy of +/- 6 seconds.
 HH0306
 HH0306.The orthometric height was determined by differential leveling
 HH0306.and adjusted by the National Geodetic Survey in June 1991..
 HH0306
 HH0306.The geoid height was determined by GEOID03.
 HH0306
 HH0306.The dynamic height is computed by dividing the NAVD 88
 HH0306.geopotential number by the normal gravity value computed on the
 HH0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0306.degrees latitude (g = 980.6199 gals.).
 HH0306
 HH0306.The modeled gravity was interpolated from observed gravity values.
 HH0306
 HH0306;                    North         East    Units  Estimated Accuracy
 HH0306;SPC KS S     -   549,950.      172,060.      MT  (+/- 180 meters Scaled)
 HH0306
 HH0306                          SUPERSEDED SURVEY CONTROL
 HH0306
 HH0306  NGVD 29 (??/??/92)  892.274  (m)         2927.40   (f) ADJ UNCH    1 2
 HH0306
 HH0306.Superseded values are not recommended for survey control.
 HH0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0306.See file dsdata.txt to determine how the superseded data were derived.
 HH0306
 HH0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH160066(NAD 83)
 HH0306_MARKER: DB = BENCH MARK DISK
 HH0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0306_STAMPING: D 33 1934
 HH0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0306+STABILITY: SURFACE MOTION
 HH0306
 HH0306  HISTORY     - Date     Condition        Report By
 HH0306  HISTORY     - 1934     MONUMENTED       CGS
 HH0306  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0306
 HH0306                          STATION DESCRIPTION
 HH0306
 HH0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0306'2 MI E FROM DEERFIELD.
 HH0306'IN FINNEY COUNTY, ABOUT 2.0 MILES EAST ALONG THE ATCHISON,
 HH0306'TOPEKA AND SANTA FE RAILWAY FROM DEERFIELD, KEARNY COUNTY,
 HH0306'ABOUT 200 FEET EAST OF SIGNAL TOWER 4151, 8 FEET WEST OF THE
 HH0306'CENTER OF A PRIVATE-ROAD CROSSING, AND 45 FEET NORTH OF THE
 HH0306'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED D 33 1934
 HH0306'AND SET IN THE TOP OF A CONCRETE POST.
 HH0306
 HH0306                          STATION RECOVERY (1986)
 HH0306
 HH0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0306'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0472 ***********************************************************************
 KF0472  DESIGNATION -  D 331
 KF0472  PID         -  KF0472
 KF0472  STATE/COUNTY-  KS/OTTAWA
 KF0472  USGS QUAD   -  MINNEAPOLIS NORTH (1965)
 KF0472
 KF0472                         *CURRENT SURVEY CONTROL
 KF0472  ___________________________________________________________________
 KF0472* NAD 83(1986)-  39 08 20.     (N)    097 40 06.     (W)     SCALED    
 KF0472* NAVD 88     -       386.693  (meters)    1268.68   (feet)  ADJUSTED  
 KF0472  ___________________________________________________________________
 KF0472  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 KF0472  DYNAMIC HT  -         386.444 (meters)    1267.86  (feet)  COMP
 KF0472  MODELED GRAV-     979,973.7   (mgal)                       NAVD 88
 KF0472
 KF0472  VERT ORDER  -  SECOND    CLASS 0
 KF0472
 KF0472.The horizontal coordinates were scaled from a topographic map and have
 KF0472.an estimated accuracy of +/- 6 seconds.
 KF0472
 KF0472.The orthometric height was determined by differential leveling
 KF0472.and adjusted by the National Geodetic Survey in June 1991..
 KF0472
 KF0472.The geoid height was determined by GEOID03.
 KF0472
 KF0472.The dynamic height is computed by dividing the NAVD 88
 KF0472.geopotential number by the normal gravity value computed on the
 KF0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0472.degrees latitude (g = 980.6199 gals.).
 KF0472
 KF0472.The modeled gravity was interpolated from observed gravity values.
 KF0472
 KF0472;                    North         East    Units  Estimated Accuracy
 KF0472;SPC KS N     -    89,480.      428,670.      MT  (+/- 180 meters Scaled)
 KF0472
 KF0472                          SUPERSEDED SURVEY CONTROL
 KF0472
 KF0472  NGVD 29 (??/??/92)  386.585  (m)         1268.32   (f) ADJ UNCH    2 0
 KF0472
 KF0472.Superseded values are not recommended for survey control.
 KF0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0472.See file dsdata.txt to determine how the superseded data were derived.
 KF0472
 KF0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ150330(NAD 83)
 KF0472_MARKER: DB = BENCH MARK DISK
 KF0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0472_STAMPING: D 331 1960
 KF0472_MARK LOGO: CGS   
 KF0472_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0472+STABILITY: SURFACE MOTION
 KF0472
 KF0472  HISTORY     - Date     Condition        Report By
 KF0472  HISTORY     - 1960     MONUMENTED       CGS
 KF0472  HISTORY     - 1989     GOOD             USPSQD
 KF0472  HISTORY     - 19890301 GOOD             KSDT
 KF0472
 KF0472                          STATION DESCRIPTION
 KF0472
 KF0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0472'3 MI NE FROM MINNEAPOLIS.
 KF0472'3 MILES NORTHEAST ALONG THE SANTA FE RAILROAD FROM THE STATION
 KF0472'AT MINNEAPOLIS TO THE RAILROAD CROSSING OVER U.S. HIGHWAY 81,
 KF0472'5 POLES EAST FROM MILE POST 21, 105 FEET EAST FROM THE CENTER LINE
 KF0472'OF THE HIGHWAY, 42 FEET SOUTH FROM THE SOUTH RAIL, 3.8 FEET
 KF0472'NORTHEAST FROM A METAL WITNESS POST WITH METAL SIGN, SET IN A
 KF0472'SQUARE TOPPED CONCRETE MONUMENT PROJECTING 3-INCHES ABOVE GROUND,
 KF0472'AND ABOUT 1 1/2 FEET LOWER THAN THE RAIL.
 KF0472
 KF0472                          STATION RECOVERY (1989)
 KF0472
 KF0472'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRL)
 KF0472'RECOVERED IN GOOD CONDITION.
 KF0472
 KF0472                          STATION RECOVERY (1989)
 KF0472
 KF0472'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0472'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0130 ***********************************************************************
 JG0130  DESIGNATION -  D 332
 JG0130  PID         -  JG0130
 JG0130  STATE/COUNTY-  KS/RICE
 JG0130  USGS QUAD   -  LITTLE RIVER (1970)
 JG0130
 JG0130                         *CURRENT SURVEY CONTROL
 JG0130  ___________________________________________________________________
 JG0130* NAD 83(1986)-  38 22 53.     (N)    098 06 31.     (W)     SCALED    
 JG0130* NAVD 88     -       526.064  (meters)    1725.93   (feet)  ADJUSTED  
 JG0130  ___________________________________________________________________
 JG0130  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 JG0130  DYNAMIC HT  -         525.670 (meters)    1724.64  (feet)  COMP
 JG0130  MODELED GRAV-     979,862.9   (mgal)                       NAVD 88
 JG0130
 JG0130  VERT ORDER  -  SECOND    CLASS 0
 JG0130
 JG0130.The horizontal coordinates were scaled from a topographic map and have
 JG0130.an estimated accuracy of +/- 6 seconds.
 JG0130
 JG0130.The orthometric height was determined by differential leveling
 JG0130.and adjusted by the National Geodetic Survey in June 1991..
 JG0130
 JG0130.The geoid height was determined by GEOID03.
 JG0130
 JG0130.The dynamic height is computed by dividing the NAVD 88
 JG0130.geopotential number by the normal gravity value computed on the
 JG0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0130.degrees latitude (g = 980.6199 gals.).
 JG0130
 JG0130.The modeled gravity was interpolated from observed gravity values.
 JG0130
 JG0130;                    North         East    Units  Estimated Accuracy
 JG0130;SPC KS S     -   590,380.      434,200.      MT  (+/- 180 meters Scaled)
 JG0130
 JG0130                          SUPERSEDED SURVEY CONTROL
 JG0130
 JG0130  NGVD 29 (??/??/92)  525.906  (m)         1725.41   (f) ADJ UNCH    2 0
 JG0130
 JG0130.Superseded values are not recommended for survey control.
 JG0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0130.See file dsdata.txt to determine how the superseded data were derived.
 JG0130
 JG0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH778485(NAD 83)
 JG0130_MARKER: DB = BENCH MARK DISK
 JG0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0130_STAMPING: D 332 1961
 JG0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0130+STABILITY: SURFACE MOTION
 JG0130
 JG0130  HISTORY     - Date     Condition        Report By
 JG0130  HISTORY     - 1961     MONUMENTED       CGS
 JG0130
 JG0130                          STATION DESCRIPTION
 JG0130
 JG0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JG0130'0.8 MI W FROM MITCHELL.
 JG0130'0.8 MILE WESTWARD ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0130'STATION AT MITCHELL, AT A CROSSING AND DIRT ROAD, 44 FEET SOUTH
 JG0130'FROM THE SOUTH RAIL, 40 FEET FROM THE CENTER OF THE DIRT ROAD,
 JG0130'2.5 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN, SET IN A
 JG0130'10-INCH SQUARE TOPPED CONCRETE MONUMENT PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0335 ***********************************************************************
 HF0335  DESIGNATION -  D 334
 HF0335  PID         -  HF0335
 HF0335  STATE/COUNTY-  KS/BUTLER
 HF0335  USGS QUAD   -  EL DORADO NW (1961)
 HF0335
 HF0335                         *CURRENT SURVEY CONTROL
 HF0335  ___________________________________________________________________
 HF0335* NAD 83(1986)-  37 59 05.     (N)    096 58 31.     (W)     SCALED    
 HF0335* NAVD 88     -       419.906  (meters)    1377.64   (feet)  ADJUSTED  
 HF0335  ___________________________________________________________________
 HF0335  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HF0335  DYNAMIC HT  -         419.584 (meters)    1376.59  (feet)  COMP
 HF0335  MODELED GRAV-     979,849.0   (mgal)                       NAVD 88
 HF0335
 HF0335  VERT ORDER  -  SECOND    CLASS 0
 HF0335
 HF0335.The horizontal coordinates were scaled from a topographic map and have
 HF0335.an estimated accuracy of +/- 6 seconds.
 HF0335
 HF0335.The orthometric height was determined by differential leveling
 HF0335.and adjusted by the National Geodetic Survey in June 1991..
 HF0335
 HF0335.The geoid height was determined by GEOID03.
 HF0335
 HF0335.The dynamic height is computed by dividing the NAVD 88
 HF0335.geopotential number by the normal gravity value computed on the
 HF0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0335.degrees latitude (g = 980.6199 gals.).
 HF0335
 HF0335.The modeled gravity was interpolated from observed gravity values.
 HF0335
 HF0335;                    North         East    Units  Estimated Accuracy
 HF0335;SPC KS S     -   547,380.      533,930.      MT  (+/- 180 meters Scaled)
 HF0335
 HF0335                          SUPERSEDED SURVEY CONTROL
 HF0335
 HF0335  NGVD 29 (??/??/92)  419.768  (m)         1377.19   (f) ADJ UNCH    2 0
 HF0335
 HF0335.Superseded values are not recommended for survey control.
 HF0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0335.See file dsdata.txt to determine how the superseded data were derived.
 HF0335
 HF0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH778060(NAD 83)
 HF0335_MARKER: DB = BENCH MARK DISK
 HF0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0335_SP_SET: BRIDGE
 HF0335_STAMPING: D 334 1962
 HF0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0335
 HF0335  HISTORY     - Date     Condition        Report By
 HF0335  HISTORY     - 1962     MONUMENTED       CGS
 HF0335  HISTORY     - 20060613 MARK NOT FOUND   INDIV
 HF0335
 HF0335                          STATION DESCRIPTION
 HF0335
 HF0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0335'6.8 MI W FROM DE GRAFF.
 HF0335'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0335'DE GRAFF, THENCE 6.5 MILES WEST ALONG A BLACKTOP ROAD, 15 FEET
 HF0335'NORTH OF THE CENTER OF ROAD, SET IN THE TOP OF THE CENTER OF THE
 HF0335'NORTH HEADWALL OF A CONCRETE BRIDGE, SECTION 10, TOWNSHIP
 HF0335'24 SOUTH, RANGE 4 EAST.
 HF0335
 HF0335                          STATION RECOVERY (2006)
 HF0335
 HF0335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HF0335'BENCHMARK DESTROYED.  NEW BRIDGE CONSTRUCTED AT LOCATION BY BUTLER
 HF0335'COUNTY IN 1984.  OLD BRIDGE REMOVED TO MAKE ROOM FOR NEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0406 ***********************************************************************
 HF0406  DESIGNATION -  D 335
 HF0406  PID         -  HF0406
 HF0406  STATE/COUNTY-  KS/BUTLER
 HF0406  USGS QUAD   -  AUGUSTA SE (1979)
 HF0406
 HF0406                         *CURRENT SURVEY CONTROL
 HF0406  ___________________________________________________________________
 HF0406* NAD 83(1986)-  37 33 47.     (N)    096 46 13.     (W)     SCALED    
 HF0406* NAVD 88     -       432.422  (meters)    1418.70   (feet)  ADJUSTED  
 HF0406  ___________________________________________________________________
 HF0406  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HF0406  DYNAMIC HT  -         432.073 (meters)    1417.56  (feet)  COMP
 HF0406  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 HF0406
 HF0406  VERT ORDER  -  SECOND    CLASS 0
 HF0406
 HF0406.The horizontal coordinates were scaled from a topographic map and have
 HF0406.an estimated accuracy of +/- 6 seconds.
 HF0406
 HF0406.The orthometric height was determined by differential leveling
 HF0406.and adjusted by the National Geodetic Survey in June 1991..
 HF0406
 HF0406.The geoid height was determined by GEOID03.
 HF0406
 HF0406.The dynamic height is computed by dividing the NAVD 88
 HF0406.geopotential number by the normal gravity value computed on the
 HF0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0406.degrees latitude (g = 980.6199 gals.).
 HF0406
 HF0406.The modeled gravity was interpolated from observed gravity values.
 HF0406
 HF0406;                    North         East    Units  Estimated Accuracy
 HF0406;SPC KS S     -   500,900.      552,810.      MT  (+/- 180 meters Scaled)
 HF0406
 HF0406                          SUPERSEDED SURVEY CONTROL
 HF0406
 HF0406  NGVD 29 (??/??/92)  432.255  (m)         1418.16   (f) ADJ UNCH    2 0
 HF0406
 HF0406.Superseded values are not recommended for survey control.
 HF0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0406.See file dsdata.txt to determine how the superseded data were derived.
 HF0406
 HF0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG969596(NAD 83)
 HF0406_MARKER: DB = BENCH MARK DISK
 HF0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0406_STAMPING: D 335 1962
 HF0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0406+STABILITY: SURFACE MOTION
 HF0406
 HF0406  HISTORY     - Date     Condition        Report By
 HF0406  HISTORY     - 1962     MONUMENTED       CGS
 HF0406
 HF0406                          STATION DESCRIPTION
 HF0406
 HF0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0406'9.1 MI N FROM ATLANTA.
 HF0406'9.1 MILES NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0406'ATLANTA TO THE INTERSECTION OF EAST AND WEST ROAD, 60 FEET
 HF0406'NORTHEAST OF THE CENTER OF INTERSECTION, 27 FEET NORTH OF THE
 HF0406'CENTER OF THE ROAD LEADING EAST, 2.1 FEET WEST OF A METAL
 HF0406'WITNESS POST, AND PROJECTS 0.4 FEET ABOVE THE GROUND.  SET IN THE
 HF0406'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0609 ***********************************************************************
 HF0609  DESIGNATION -  D 336
 HF0609  PID         -  HF0609
 HF0609  STATE/COUNTY-  KS/COWLEY
 HF0609  USGS QUAD   -  HACKNEY (1979)
 HF0609
 HF0609                         *CURRENT SURVEY CONTROL
 HF0609  ___________________________________________________________________
 HF0609* NAD 83(1986)-  37 14 42.     (N)    097 03 36.     (W)     SCALED    
 HF0609* NAVD 88     -       368.794  (meters)    1209.95   (feet)  ADJUSTED  
 HF0609  ___________________________________________________________________
 HF0609  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 HF0609  DYNAMIC HT  -         368.493 (meters)    1208.96  (feet)  COMP
 HF0609  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 HF0609
 HF0609  VERT ORDER  -  SECOND    CLASS 0
 HF0609
 HF0609.The horizontal coordinates were scaled from a topographic map and have
 HF0609.an estimated accuracy of +/- 6 seconds.
 HF0609
 HF0609.The orthometric height was determined by differential leveling
 HF0609.and adjusted by the National Geodetic Survey in June 1991..
 HF0609
 HF0609.The geoid height was determined by GEOID03.
 HF0609
 HF0609.The dynamic height is computed by dividing the NAVD 88
 HF0609.geopotential number by the normal gravity value computed on the
 HF0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0609.degrees latitude (g = 980.6199 gals.).
 HF0609
 HF0609.The modeled gravity was interpolated from observed gravity values.
 HF0609
 HF0609;                    North         East    Units  Estimated Accuracy
 HF0609;SPC KS S     -   465,170.      527,760.      MT  (+/- 180 meters Scaled)
 HF0609
 HF0609                          SUPERSEDED SURVEY CONTROL
 HF0609
 HF0609  NGVD 29 (??/??/92)  368.678  (m)         1209.57   (f) ADJ UNCH    2 0
 HF0609
 HF0609.Superseded values are not recommended for survey control.
 HF0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0609.See file dsdata.txt to determine how the superseded data were derived.
 HF0609
 HF0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG720238(NAD 83)
 HF0609_MARKER: DB = BENCH MARK DISK
 HF0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0609_STAMPING: D 336 1962
 HF0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0609+STABILITY: SURFACE MOTION
 HF0609
 HF0609  HISTORY     - Date     Condition        Report By
 HF0609  HISTORY     - 1962     MONUMENTED       CGS
 HF0609
 HF0609                          STATION DESCRIPTION
 HF0609
 HF0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0609'3.7 MI W FROM WINFIELD.
 HF0609'0.6 MILE SOUTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0609'FROM THE STATION AT WINFIELD, THENCE 3.1 MILE WEST ALONG U.S.
 HF0609'HIGHWAY 160 TO THE INTERSECTION OF A NORTH AND SOUTH DIRT ROAD,
 HF0609'SET IN THE SOUTHEAST CORNER OF THE SOUTH VERNON ELEMENTARY
 HF0609'SCHOOL YARD 67.0 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION,
 HF0609'59.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.0 FEET
 HF0609'NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 HF0609'POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0882 ***********************************************************************
 HF0882  DESIGNATION -  D 337
 HF0882  PID         -  HF0882
 HF0882  STATE/COUNTY-  KS/SUMNER
 HF0882  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0882
 HF0882                         *CURRENT SURVEY CONTROL
 HF0882  ___________________________________________________________________
 HF0882* NAD 83(1986)-  37 27 37.     (N)    097 38 35.     (W)     SCALED    
 HF0882* NAVD 88     -       415.913  (meters)    1364.54   (feet)  ADJUSTED  
 HF0882  ___________________________________________________________________
 HF0882  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF0882  DYNAMIC HT  -         415.573 (meters)    1363.43  (feet)  COMP
 HF0882  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 HF0882
 HF0882  VERT ORDER  -  SECOND    CLASS 0
 HF0882
 HF0882.The horizontal coordinates were scaled from a topographic map and have
 HF0882.an estimated accuracy of +/- 6 seconds.
 HF0882
 HF0882.The orthometric height was determined by differential leveling
 HF0882.and adjusted by the National Geodetic Survey in June 1991..
 HF0882
 HF0882.The geoid height was determined by GEOID03.
 HF0882
 HF0882.The dynamic height is computed by dividing the NAVD 88
 HF0882.geopotential number by the normal gravity value computed on the
 HF0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0882.degrees latitude (g = 980.6199 gals.).
 HF0882
 HF0882.The modeled gravity was interpolated from observed gravity values.
 HF0882
 HF0882;                    North         East    Units  Estimated Accuracy
 HF0882;SPC KS S     -   488,430.      475,810.      MT  (+/- 180 meters Scaled)
 HF0882
 HF0882                          SUPERSEDED SURVEY CONTROL
 HF0882
 HF0882  NGVD 29 (??/??/92)  415.784  (m)         1364.12   (f) ADJ UNCH    2 0
 HF0882
 HF0882.Superseded values are not recommended for survey control.
 HF0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0882.See file dsdata.txt to determine how the superseded data were derived.
 HF0882
 HF0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG200467(NAD 83)
 HF0882_MARKER: DB = BENCH MARK DISK
 HF0882_SETTING: 0 = UNSPECIFIED SETTING
 HF0882_STAMPING: D 337 1962
 HF0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0882
 HF0882  HISTORY     - Date     Condition        Report By
 HF0882  HISTORY     - 1962     MONUMENTED       CGS
 HF0882
 HF0882                          STATION DESCRIPTION
 HF0882
 HF0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0882'1.8 MI S FROM VIOLA.
 HF0882'0.1 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0882'FROM THE STATION AT VOILA, THENCE 1.7 MILES SOUTH ALONG STATE
 HF0882'HIGHWAY 49, AT THE INTERSECTION OF AN EAST AND WEST GRAVEL ROAD,
 HF0882'146 FEET NORTHWEST OF THE INTERSECTION, 43 FEET WEST OF THE
 HF0882'CENTERLINE OF STATE HIGHWAY 49, 15.4 FEET NORTHWEST OF A
 HF0882'POWER POLE, 1.9 FEET SOUTH OF A METAL WITNESS POST, AND PROJECTS
 HF0882'0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0883 ***********************************************************************
 HF0883  DESIGNATION -  D 337 RESET
 HF0883  PID         -  HF0883
 HF0883  STATE/COUNTY-  KS/SUMNER
 HF0883  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0883
 HF0883                         *CURRENT SURVEY CONTROL
 HF0883  ___________________________________________________________________
 HF0883* NAD 83(1986)-  37 27 37.     (N)    097 38 36.     (W)     SCALED    
 HF0883* NAVD 88     -       415.91   (meters)    1364.5    (feet)  RESET     
 HF0883  ___________________________________________________________________
 HF0883  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF0883
 HF0883  VERT ORDER  -  THIRD
 HF0883
 HF0883.The horizontal coordinates were scaled from a topographic map and have
 HF0883.an estimated accuracy of +/- 6 seconds.
 HF0883
 HF0883.The orthometric height was computed from unverified reset data.
 HF0883
 HF0883.The geoid height was determined by GEOID03.
 HF0883
 HF0883;                    North         East    Units  Estimated Accuracy
 HF0883;SPC KS S     -   488,430.      475,790.      MT  (+/- 180 meters Scaled)
 HF0883
 HF0883                          SUPERSEDED SURVEY CONTROL
 HF0883
 HF0883.No superseded survey control is available for this station.
 HF0883
 HF0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG199467(NAD 83)
 HF0883_MARKER: DB = BENCH MARK DISK
 HF0883_SETTING: 0 = UNSPECIFIED SETTING
 HF0883_STAMPING: D 337 RESET 1964
 HF0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0883
 HF0883  HISTORY     - Date     Condition        Report By
 HF0883  HISTORY     - 1964     MONUMENTED       CGS
 HF0883
 HF0883                          STATION DESCRIPTION
 HF0883
 HF0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HF0883'1.7 MI S FROM VIOLA.
 HF0883'ABOUT 0.1 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0883'RAILROAD FROM THE STATION AT VIOLA, THENCE 1.7 MILES SOUTH
 HF0883'ALONG STATE HIGHWAY 49, AT THE INTERSECTION OF AN EAST
 HF0883'AND WEST GRAVEL ROAD, 126 FEET NORTH OF THE CENTERLINE OF AN
 HF0883'EAST-WEST GRAVEL ROAD, 70 FEET WEST OF THE CENTERLINE OF STATE
 HF0883'HIGHWAY 49, 2 1/2 FEET SOUTH OF A POWER POLE, AND 1 1/2 FEET
 HF0883'NORTH OF A STEEL WITNESS POST AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0640 ***********************************************************************
 KF0640  DESIGNATION -  D 338
 KF0640  PID         -  KF0640
 KF0640  STATE/COUNTY-  KS/RILEY
 KF0640  USGS QUAD   -  MANHATTAN (1991)
 KF0640
 KF0640                         *CURRENT SURVEY CONTROL
 KF0640  ___________________________________________________________________
 KF0640* NAD 83(1986)-  39 11 35.     (N)    096 35 07.     (W)     SCALED    
 KF0640* NAVD 88     -       330.580  (meters)    1084.58   (feet)  ADJUSTED  
 KF0640  ___________________________________________________________________
 KF0640  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 KF0640  DYNAMIC HT  -         330.362 (meters)    1083.86  (feet)  COMP
 KF0640  MODELED GRAV-     979,957.7   (mgal)                       NAVD 88
 KF0640
 KF0640  VERT ORDER  -  FIRST     CLASS II
 KF0640
 KF0640.The horizontal coordinates were scaled from a topographic map and have
 KF0640.an estimated accuracy of +/- 6 seconds.
 KF0640
 KF0640.The orthometric height was determined by differential leveling
 KF0640.and adjusted by the National Geodetic Survey in June 1991..
 KF0640
 KF0640.The geoid height was determined by GEOID03.
 KF0640
 KF0640.The dynamic height is computed by dividing the NAVD 88
 KF0640.geopotential number by the normal gravity value computed on the
 KF0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0640.degrees latitude (g = 980.6199 gals.).
 KF0640
 KF0640.The modeled gravity was interpolated from observed gravity values.
 KF0640
 KF0640;                    North         East    Units  Estimated Accuracy
 KF0640;SPC KS N     -    96,390.      522,210.      MT  (+/- 180 meters Scaled)
 KF0640
 KF0640                          SUPERSEDED SURVEY CONTROL
 KF0640
 KF0640  NGVD 29 (??/??/92)  330.436  (m)         1084.11   (f) ADJ UNCH    1 2
 KF0640
 KF0640.Superseded values are not recommended for survey control.
 KF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0640.See file dsdata.txt to determine how the superseded data were derived.
 KF0640
 KF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ085409(NAD 83)
 KF0640_MARKER: DD = SURVEY DISK
 KF0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0640_SP_SET: CONCRETE POST
 KF0640_STAMPING: D 338 1968
 KF0640_MARK LOGO: KSU   
 KF0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0640+STABILITY: SURFACE MOTION
 KF0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0640+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 KF0640
 KF0640  HISTORY     - Date     Condition        Report By
 KF0640  HISTORY     - 1968     MONUMENTED       KSU
 KF0640  HISTORY     - 1986     GOOD             NGS
 KF0640  HISTORY     - 20030904 GOOD             INDIV
 KF0640  HISTORY     - 20051112 GOOD             GEOCAC
 KF0640
 KF0640                          STATION DESCRIPTION
 KF0640
 KF0640'DESCRIBED BY KANSAS STATE UNIVERSITY 1968
 KF0640'AT MANHATTAN.
 KF0640'AT MANHATTAN, ON THE KANSAS STATE UNIVERSITY CAMPUS, IN THE
 KF0640'SOUTHWEST ANGLE OF THE INTERSECTION OF CLAFIN ROAD AND DENISION
 KF0640'AVENUE, IN THE LAWN OF GOODNOW HALL, 191 FEET NORTHEAST OF THE
 KF0640'EAST CORNER OF THE HALL, 118 FEET SOUTH OF THE CENTER OF CLAFIN
 KF0640'ROAD, 71 FEET WEST OF THE CENTER OF DENISION AVENUE, IS A
 KF0640'KANSAS STATE UNIVERSITY CIVIL ENGINEER DISK SET IN THE TOP
 KF0640'OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 KF0640
 KF0640                          STATION RECOVERY (1986)
 KF0640
 KF0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0640'RECOVERED IN GOOD CONDITION.
 KF0640
 KF0640                          STATION RECOVERY (2003)
 KF0640
 KF0640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 KF0640'RECOVERED IN GOOD CONDITION.
 KF0640
 KF0640                          STATION RECOVERY (2005)
 KF0640
 KF0640'RECOVERY NOTE BY GEOCACHING 2005
 KF0640'SURVEY CREW HAD UNCOVERED IT.  BELOW SURFACE 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1145 ***********************************************************************
 JF1145  DESIGNATION -  D 339
 JF1145  PID         -  JF1145
 JF1145  STATE/COUNTY-  KS/SALINE
 JF1145  USGS QUAD   -  SALINA (1978)
 JF1145
 JF1145                         *CURRENT SURVEY CONTROL
 JF1145  ___________________________________________________________________
 JF1145* NAD 83(1986)-  38 46 09.     (N)    097 37 02.     (W)     SCALED    
 JF1145* NAVD 88     -       381.133  (meters)    1250.43   (feet)  ADJUSTED  
 JF1145  ___________________________________________________________________
 JF1145  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 JF1145  DYNAMIC HT  -         380.875 (meters)    1249.59  (feet)  COMP
 JF1145  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 JF1145
 JF1145  VERT ORDER  -  SECOND    CLASS 0
 JF1145
 JF1145.The horizontal coordinates were scaled from a topographic map and have
 JF1145.an estimated accuracy of +/- 6 seconds.
 JF1145
 JF1145.The orthometric height was determined by differential leveling
 JF1145.and adjusted by the National Geodetic Survey in June 1991..
 JF1145
 JF1145.The geoid height was determined by GEOID03.
 JF1145
 JF1145.The dynamic height is computed by dividing the NAVD 88
 JF1145.geopotential number by the normal gravity value computed on the
 JF1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1145.degrees latitude (g = 980.6199 gals.).
 JF1145
 JF1145.The modeled gravity was interpolated from observed gravity values.
 JF1145
 JF1145;                    North         East    Units  Estimated Accuracy
 JF1145;SPC KS N     -    48,450.      433,270.      MT  (+/- 180 meters Scaled)
 JF1145
 JF1145                          SUPERSEDED SURVEY CONTROL
 JF1145
 JF1145  NGVD 29 (??/??/92)  381.026  (m)         1250.08   (f) ADJ UNCH    2 0
 JF1145
 JF1145.Superseded values are not recommended for survey control.
 JF1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1145.See file dsdata.txt to determine how the superseded data were derived.
 JF1145
 JF1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH201920(NAD 83)
 JF1145_MARKER: DB = BENCH MARK DISK
 JF1145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1145_SP_SET: WALL
 JF1145_STAMPING: D 339 1970
 JF1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1145
 JF1145  HISTORY     - Date     Condition        Report By
 JF1145  HISTORY     - 1970     MONUMENTED       NGS
 JF1145
 JF1145                          STATION DESCRIPTION
 JF1145
 JF1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1145'5.3 MI S FROM SALINA.
 JF1145'ABOUT 5.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1145'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, 0.25
 JF1145'MILE SOUTH OF THE HIGHWAY UNDERPASS ON THE EAST LANES OF THE
 JF1145'HIGHWAY FOR U.S. HIGHWAY 81 BUSINESS ROUTE, SET IN THE TOP OF
 JF1145'THE NORTHEAST CORNER OF THE CONCRETE WALL FOR THE MORE NORTHERLY
 JF1145'OF TWO 2-FOOT MANHOLES FOR A 24-INCH WATER LINE, 99 1/2 FEET EAST
 JF1145'OF THE CENTER LINE OF THE EAST TRAFFIC LANES OF THE HIGHWAY,
 JF1145'56 FEET SOUTHEAST OF THE EAST END OF A 24-INCH CORRUGATED METAL
 JF1145'CULVERT, 30 FEET SOUTHWEST OF A POWER POLE LOCATED AT A JUNCTION
 JF1145'OF TWO POWER LINES, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 JF1145'HIGHWAY.  SECTION 11, T 15 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0037 ***********************************************************************
 HH0037  DESIGNATION -  D 34
 HH0037  PID         -  HH0037
 HH0037  STATE/COUNTY-  KS/GRAY
 HH0037  USGS QUAD   -  CIMARRON (1968)
 HH0037
 HH0037                         *CURRENT SURVEY CONTROL
 HH0037  ___________________________________________________________________
 HH0037* NAD 83(1986)-  37 48 01.     (N)    100 17 50.     (W)     SCALED    
 HH0037* NAVD 88     -       791.004  (meters)    2595.15   (feet)  ADJUSTED  
 HH0037  ___________________________________________________________________
 HH0037  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HH0037  DYNAMIC HT  -         790.312 (meters)    2592.88  (feet)  COMP
 HH0037  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 HH0037
 HH0037  VERT ORDER  -  FIRST     CLASS II
 HH0037
 HH0037.The horizontal coordinates were scaled from a topographic map and have
 HH0037.an estimated accuracy of +/- 6 seconds.
 HH0037
 HH0037.The orthometric height was determined by differential leveling
 HH0037.and adjusted by the National Geodetic Survey in June 1991..
 HH0037
 HH0037.The geoid height was determined by GEOID03.
 HH0037
 HH0037.The dynamic height is computed by dividing the NAVD 88
 HH0037.geopotential number by the normal gravity value computed on the
 HH0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0037.degrees latitude (g = 980.6199 gals.).
 HH0037
 HH0037.The modeled gravity was interpolated from observed gravity values.
 HH0037
 HH0037;                    North         East    Units  Estimated Accuracy
 HH0037;SPC KS S     -   527,340.      241,740.      MT  (+/- 180 meters Scaled)
 HH0037
 HH0037                          SUPERSEDED SURVEY CONTROL
 HH0037
 HH0037  NGVD 29 (??/??/92)  790.646  (m)         2593.98   (f) ADJ UNCH    1 2
 HH0037
 HH0037.Superseded values are not recommended for survey control.
 HH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0037.See file dsdata.txt to determine how the superseded data were derived.
 HH0037
 HH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG857844(NAD 83)
 HH0037_MARKER: DB = BENCH MARK DISK
 HH0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0037_STAMPING: D 34 1934
 HH0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0037+STABILITY: SURFACE MOTION
 HH0037
 HH0037  HISTORY     - Date     Condition        Report By
 HH0037  HISTORY     - 1934     MONUMENTED       CGS
 HH0037  HISTORY     - 1965     MARK NOT FOUND   USGS
 HH0037  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0037
 HH0037                          STATION DESCRIPTION
 HH0037
 HH0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0037'2.8 MI E FROM CIMARRON.
 HH0037'ABOUT 2.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0037'RAILWAY FROM THE STATION AT CIMARRON, GRAY COUNTY, ABOUT 125
 HH0037'YARDS EAST OF THE EAST END OF BRIDGE 368 A, AT A ROAD CROSSING,
 HH0037'42 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 30 FEET SOUTH
 HH0037'OF THE CENTER LINE OF U.S. HIGHWAY 50 S.  A STANDARD DISK, STAMPED
 HH0037'D 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0037
 HH0037                          STATION RECOVERY (1965)
 HH0037
 HH0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HH0037'MARK NOT FOUND.
 HH0037
 HH0037                          STATION RECOVERY (1986)
 HH0037
 HH0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0037'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0926 ***********************************************************************
 JF0926  DESIGNATION -  D 340
 JF0926  PID         -  JF0926
 JF0926  STATE/COUNTY-  KS/MCPHERSON
 JF0926  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0926
 JF0926                         *CURRENT SURVEY CONTROL
 JF0926  ___________________________________________________________________
 JF0926* NAD 83(1986)-  38 26 56.     (N)    097 37 49.     (W)     SCALED    
 JF0926* NAVD 88     -       464.947  (meters)    1525.41   (feet)  ADJUSTED  
 JF0926  ___________________________________________________________________
 JF0926  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF0926  DYNAMIC HT  -         464.614 (meters)    1524.32  (feet)  COMP
 JF0926  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 JF0926
 JF0926  VERT ORDER  -  FIRST     CLASS II
 JF0926
 JF0926.The horizontal coordinates were scaled from a topographic map and have
 JF0926.an estimated accuracy of +/- 6 seconds.
 JF0926
 JF0926.The orthometric height was determined by differential leveling
 JF0926.and adjusted by the National Geodetic Survey in June 1991..
 JF0926.WARNING-Repeat measurements at this control monument indicate possible
 JF0926.vertical movement.
 JF0926
 JF0926.The geoid height was determined by GEOID03.
 JF0926
 JF0926.The dynamic height is computed by dividing the NAVD 88
 JF0926.geopotential number by the normal gravity value computed on the
 JF0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0926.degrees latitude (g = 980.6199 gals.).
 JF0926
 JF0926.The modeled gravity was interpolated from observed gravity values.
 JF0926
 JF0926;                    North         East    Units  Estimated Accuracy
 JF0926;SPC KS S     -   598,160.      475,920.      MT  (+/- 180 meters Scaled)
 JF0926
 JF0926                          SUPERSEDED SURVEY CONTROL
 JF0926
 JF0926  NGVD 29 (??/??/92)  464.767  (m)         1524.82   (f) ADJ UNCH    1 2
 JF0926
 JF0926.Superseded values are not recommended for survey control.
 JF0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0926.See file dsdata.txt to determine how the superseded data were derived.
 JF0926
 JF0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH195565(NAD 83)
 JF0926_MARKER: DB = BENCH MARK DISK
 JF0926_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0926_SP_SET: HEADWALL
 JF0926_STAMPING: D 340 1970
 JF0926_MARK LOGO: CGS   
 JF0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0926+STABILITY: SURFACE MOTION
 JF0926
 JF0926  HISTORY     - Date     Condition        Report By
 JF0926  HISTORY     - 1970     MONUMENTED       NGS
 JF0926  HISTORY     - 1986     GOOD             NGS
 JF0926
 JF0926                          STATION DESCRIPTION
 JF0926
 JF0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0926'5.5 MI NW FROM MC PHERSON.
 JF0926'ABOUT 5.0 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0926'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, THENCE 0.5
 JF0926'MILE WEST ALONG NEW GOTTLAND ROAD WHICH IS COUNTY ROAD 448, 84
 JF0926'FEET SOUTHWEST OF THE CENTER OF AN INTERSECTION OF NEW GOTTLAND
 JF0926'ROAD AND A NORTH-SOUTH GRAVELED ROAD, SET IN THE TOP OF THE WEST
 JF0926'END OF THE SOUTH CONCRETE HEADWALL OF A 2-FOOT CONCRETE BOX
 JF0926'CULVERT UNDER NEW GOTTLAND ROAD, 14 FEET SOUTH OF THE CENTER
 JF0926'LINE OF THE ROAD, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 JF0926'SECTION 34, T 18 S, R 3 W.
 JF0926
 JF0926                          STATION RECOVERY (1986)
 JF0926
 JF0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0618 ***********************************************************************
 JF0618  DESIGNATION -  D 341
 JF0618  PID         -  JF0618
 JF0618  STATE/COUNTY-  KS/DICKINSON
 JF0618  USGS QUAD   -  ABILENE (1979)
 JF0618
 JF0618                         *CURRENT SURVEY CONTROL
 JF0618  ___________________________________________________________________
 JF0618* NAD 83(1986)-  38 56 15.     (N)    097 13 56.     (W)     SCALED    
 JF0618* NAVD 88     -       365.630  (meters)    1199.57   (feet)  ADJUSTED  
 JF0618  ___________________________________________________________________
 JF0618  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 JF0618  DYNAMIC HT  -         365.382 (meters)    1198.76  (feet)  COMP
 JF0618  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 JF0618
 JF0618  VERT ORDER  -  FIRST     CLASS II
 JF0618
 JF0618.The horizontal coordinates were scaled from a topographic map and have
 JF0618.an estimated accuracy of +/- 6 seconds.
 JF0618
 JF0618.The orthometric height was determined by differential leveling
 JF0618.and adjusted by the National Geodetic Survey in June 1991..
 JF0618
 JF0618.The geoid height was determined by GEOID03.
 JF0618
 JF0618.The dynamic height is computed by dividing the NAVD 88
 JF0618.geopotential number by the normal gravity value computed on the
 JF0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0618.degrees latitude (g = 980.6199 gals.).
 JF0618
 JF0618.The modeled gravity was interpolated from observed gravity values.
 JF0618
 JF0618;                    North         East    Units  Estimated Accuracy
 JF0618;SPC KS N     -    67,350.      466,570.      MT  (+/- 180 meters Scaled)
 JF0618
 JF0618                          SUPERSEDED SURVEY CONTROL
 JF0618
 JF0618  NGVD 29 (??/??/92)  365.530  (m)         1199.24   (f) ADJ UNCH    1 2
 JF0618
 JF0618.Superseded values are not recommended for survey control.
 JF0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0618.See file dsdata.txt to determine how the superseded data were derived.
 JF0618
 JF0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ532113(NAD 83)
 JF0618_MARKER: DB = BENCH MARK DISK
 JF0618_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF0618_SP_SET: BRIDGE ABUTMENT
 JF0618_STAMPING: D 341 1970
 JF0618_MARK LOGO: CGS   
 JF0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0618
 JF0618  HISTORY     - Date     Condition        Report By
 JF0618  HISTORY     - 1970     MONUMENTED       NGS
 JF0618  HISTORY     - 1986     GOOD             NGS
 JF0618
 JF0618                          STATION DESCRIPTION
 JF0618
 JF0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0618'1 MI W FROM ABILENE.
 JF0618'ABOUT 1.05 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0618'HIGHWAY OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 28 FEET SOUTH
 JF0618'OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, SET IN
 JF0618'THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE MORE
 JF0618'NORTHERLY OF TWO HIGHWAY OVERPASSES FOR THE ATCHISON, TOPEKA AND
 JF0618'SANTA FE RAILWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION
 JF0618'8, T 13 S, R 2 E.
 JF0618
 JF0618                          STATION RECOVERY (1986)
 JF0618
 JF0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0246 ***********************************************************************
 KF0246  DESIGNATION -  D 342
 KF0246  PID         -  KF0246
 KF0246  STATE/COUNTY-  KS/GEARY
 KF0246  USGS QUAD   -  JUNCTION CITY (1982)
 KF0246
 KF0246                         *CURRENT SURVEY CONTROL
 KF0246  ___________________________________________________________________
 KF0246* NAD 83(1986)-  39 01 15.     (N)    096 48 58.     (W)     SCALED    
 KF0246* NAVD 88     -       331.333  (meters)    1087.05   (feet)  ADJUSTED  
 KF0246  ___________________________________________________________________
 KF0246  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 KF0246  DYNAMIC HT  -         331.104 (meters)    1086.30  (feet)  COMP
 KF0246  MODELED GRAV-     979,928.3   (mgal)                       NAVD 88
 KF0246
 KF0246  VERT ORDER  -  FIRST     CLASS II
 KF0246
 KF0246.The horizontal coordinates were scaled from a topographic map and have
 KF0246.an estimated accuracy of +/- 6 seconds.
 KF0246
 KF0246.The orthometric height was determined by differential leveling
 KF0246.and adjusted by the National Geodetic Survey in June 1991..
 KF0246
 KF0246.The geoid height was determined by GEOID03.
 KF0246
 KF0246.The dynamic height is computed by dividing the NAVD 88
 KF0246.geopotential number by the normal gravity value computed on the
 KF0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0246.degrees latitude (g = 980.6199 gals.).
 KF0246
 KF0246.The modeled gravity was interpolated from observed gravity values.
 KF0246
 KF0246;                    North         East    Units  Estimated Accuracy
 KF0246;SPC KS N     -    76,990.      502,520.      MT  (+/- 180 meters Scaled)
 KF0246
 KF0246                          SUPERSEDED SURVEY CONTROL
 KF0246
 KF0246  NGVD 29 (??/??/92)  331.218  (m)         1086.67   (f) ADJ UNCH    1 2
 KF0246
 KF0246.Superseded values are not recommended for survey control.
 KF0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0246.See file dsdata.txt to determine how the superseded data were derived.
 KF0246
 KF0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ890213(NAD 83)
 KF0246_MARKER: DB = BENCH MARK DISK
 KF0246_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KF0246_SP_SET: BRIDGE ABUTMENT
 KF0246_STAMPING: D 342 1970
 KF0246_MARK LOGO: NGS   
 KF0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0246
 KF0246  HISTORY     - Date     Condition        Report By
 KF0246  HISTORY     - 1970     MONUMENTED       NGS
 KF0246  HISTORY     - 1986     GOOD             NGS
 KF0246
 KF0246                          STATION DESCRIPTION
 KF0246
 KF0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0246'1 MI E FROM JUNCTION CITY.
 KF0246'ABOUT 1.0 MILE EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0246'OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY, 23
 KF0246'FEET NORTHWEST OF THE CENTER LINE OF THE NORTH LANES OF THE
 KF0246'HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 KF0246'CONCRETE ABUTMENT OF A HIGHWAY OVERPASS FOR A PAVED ROAD, AND
 KF0246'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SEC 12, T 12 S,
 KF0246'R 5 E.
 KF0246
 KF0246                          STATION RECOVERY (1986)
 KF0246
 KF0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0141 ***********************************************************************
 KF0141  DESIGNATION -  D 343
 KF0141  PID         -  KF0141
 KF0141  STATE/COUNTY-  KS/RILEY
 KF0141  USGS QUAD   -  WAMEGO SW (1978)
 KF0141
 KF0141                         *CURRENT SURVEY CONTROL
 KF0141  ___________________________________________________________________
 KF0141* NAD 83(1986)-  39 04 00.     (N)    096 29 55.     (W)     SCALED    
 KF0141* NAVD 88     -       374.245  (meters)    1227.84   (feet)  ADJUSTED  
 KF0141  ___________________________________________________________________
 KF0141  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 KF0141  DYNAMIC HT  -         373.990 (meters)    1227.00  (feet)  COMP
 KF0141  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 KF0141
 KF0141  VERT ORDER  -  SECOND    CLASS 0
 KF0141
 KF0141.The horizontal coordinates were scaled from a topographic map and have
 KF0141.an estimated accuracy of +/- 6 seconds.
 KF0141
 KF0141.The orthometric height was determined by differential leveling
 KF0141.and adjusted by the National Geodetic Survey in June 1991..
 KF0141
 KF0141.The geoid height was determined by GEOID03.
 KF0141
 KF0141.The dynamic height is computed by dividing the NAVD 88
 KF0141.geopotential number by the normal gravity value computed on the
 KF0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0141.degrees latitude (g = 980.6199 gals.).
 KF0141
 KF0141.The modeled gravity was interpolated from observed gravity values.
 KF0141
 KF0141;                    North         East    Units  Estimated Accuracy
 KF0141;SPC KS N     -    82,490.      529,930.      MT  (+/- 180 meters Scaled)
 KF0141
 KF0141                          SUPERSEDED SURVEY CONTROL
 KF0141
 KF0141  NGVD 29 (??/??/92)  374.107  (m)         1227.38   (f) ADJ UNCH    2 0
 KF0141
 KF0141.Superseded values are not recommended for survey control.
 KF0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0141.See file dsdata.txt to determine how the superseded data were derived.
 KF0141
 KF0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ164271(NAD 83)
 KF0141_MARKER: DB = BENCH MARK DISK
 KF0141_SETTING: 66 = SET IN ROCK OUTCROP
 KF0141_SP_SET: ROCK LEDGE
 KF0141_STAMPING: D 343 1970
 KF0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0141+STABILITY: POSITION/ELEVATION WELL
 KF0141
 KF0141  HISTORY     - Date     Condition        Report By
 KF0141  HISTORY     - 1970     MONUMENTED       NGS
 KF0141
 KF0141                          STATION DESCRIPTION
 KF0141
 KF0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0141'11.4 MI W FROM ALMA.
 KF0141'ABOUT 11.35 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0141'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.1 MILE EAST
 KF0141'OF THE GEARY-RILEY COUNTY LINE, AT THE WEST END OF THE HIGHWAY
 KF0141'OVERPASS FOR DEEP CREEK ROAD, 48 FEET SOUTH OF THE CENTER LINE
 KF0141'OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP OF A ROCK
 KF0141'LEDGE WITH AN EXPOSED PORTION THAT IS 8 FEET LONG AND 1 FOOT
 KF0141'HIGH ON THE NORTH SIDE, 30 FEET SOUTH OF THE SOUTHWEST CORNER
 KF0141'OF THE MORE SOUTHERLY OF TWO HIGHWAY OVERPASSES, AND ABOUT 2
 KF0141'1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 26, T 11S,
 KF0141'R 8E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0058 ***********************************************************************
 KF0058  DESIGNATION -  D 344
 KF0058  PID         -  KF0058
 KF0058  STATE/COUNTY-  KS/WABAUNSEE
 KF0058  USGS QUAD   -  WAMEGO (1978)
 KF0058
 KF0058                         *CURRENT SURVEY CONTROL
 KF0058  ___________________________________________________________________
 KF0058* NAD 83(1986)-  39 07 37.     (N)    096 17 49.     (W)     SCALED    
 KF0058* NAVD 88     -       338.116  (meters)    1109.30   (feet)  ADJUSTED  
 KF0058  ___________________________________________________________________
 KF0058  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 KF0058  DYNAMIC HT  -         337.890 (meters)    1108.56  (feet)  COMP
 KF0058  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 KF0058
 KF0058  VERT ORDER  -  SECOND    CLASS 0
 KF0058
 KF0058.The horizontal coordinates were scaled from a topographic map and have
 KF0058.an estimated accuracy of +/- 6 seconds.
 KF0058
 KF0058.The orthometric height was determined by differential leveling
 KF0058.and adjusted by the National Geodetic Survey in June 1991..
 KF0058
 KF0058.The geoid height was determined by GEOID03.
 KF0058
 KF0058.The dynamic height is computed by dividing the NAVD 88
 KF0058.geopotential number by the normal gravity value computed on the
 KF0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0058.degrees latitude (g = 980.6199 gals.).
 KF0058
 KF0058.The modeled gravity was interpolated from observed gravity values.
 KF0058
 KF0058;                    North         East    Units  Estimated Accuracy
 KF0058;SPC KS N     -    89,480.      547,250.      MT  (+/- 180 meters Scaled)
 KF0058
 KF0058                          SUPERSEDED SURVEY CONTROL
 KF0058
 KF0058  NGVD 29 (??/??/92)  337.989  (m)         1108.89   (f) ADJ UNCH    2 0
 KF0058
 KF0058.Superseded values are not recommended for survey control.
 KF0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0058.See file dsdata.txt to determine how the superseded data were derived.
 KF0058
 KF0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ336343(NAD 83)
 KF0058_MARKER: DB = BENCH MARK DISK
 KF0058_SETTING: 66 = SET IN ROCK OUTCROP
 KF0058_SP_SET: ROCK LEDGE
 KF0058_STAMPING: D 344 1970
 KF0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0058+STABILITY: POSITION/ELEVATION WELL
 KF0058
 KF0058  HISTORY     - Date     Condition        Report By
 KF0058  HISTORY     - 1970     MONUMENTED       NGS
 KF0058
 KF0058                          STATION DESCRIPTION
 KF0058
 KF0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0058'4.4 MI N FROM ALMA.
 KF0058'ABOUT 4.35 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE HIGHWAY
 KF0058'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT ALMA, 0.1 MILE SOUTHEAST
 KF0058'OF THE JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD WHICH LEADS
 KF0058'WEST, 32 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 KF0058'IN THE TOP OF A ROCK LEDGE THAT IS ABOUT 75 FEET LONG AND 2 FEET
 KF0058'HIGH AND IS AT THE BASE OF A 12-FOOT-HIGH ROCK CUT, 30 FEET
 KF0058'NORTHWEST OF THE SOUTHEAST END OF THE LEDGE, 2.9 FEET SOUTHEAST
 KF0058'OF A METAL WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF
 KF0058'THE HIGHWAY.  SECTION 3, T 11S, R 10E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0880 ***********************************************************************
 KE0880  DESIGNATION -  D 345
 KE0880  PID         -  KE0880
 KE0880  STATE/COUNTY-  KS/WABAUNSEE
 KE0880  USGS QUAD   -  WILLARD (1972)
 KE0880
 KE0880                         *CURRENT SURVEY CONTROL
 KE0880  ___________________________________________________________________
 KE0880* NAD 83(1986)-  39 03 30.     (N)    095 56 47.     (W)     SCALED    
 KE0880* NAVD 88     -       312.558  (meters)    1025.45   (feet)  ADJUSTED  
 KE0880  ___________________________________________________________________
 KE0880  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 KE0880  DYNAMIC HT  -         312.354 (meters)    1024.78  (feet)  COMP
 KE0880  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 KE0880
 KE0880  VERT ORDER  -  SECOND    CLASS 0
 KE0880
 KE0880.The horizontal coordinates were scaled from a topographic map and have
 KE0880.an estimated accuracy of +/- 6 seconds.
 KE0880
 KE0880.The orthometric height was determined by differential leveling
 KE0880.and adjusted by the National Geodetic Survey in June 1991..
 KE0880
 KE0880.The geoid height was determined by GEOID03.
 KE0880
 KE0880.The dynamic height is computed by dividing the NAVD 88
 KE0880.geopotential number by the normal gravity value computed on the
 KE0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0880.degrees latitude (g = 980.6199 gals.).
 KE0880
 KE0880.The modeled gravity was interpolated from observed gravity values.
 KE0880
 KE0880;                    North         East    Units  Estimated Accuracy
 KE0880;SPC KS N     -    82,500.      577,730.      MT  (+/- 180 meters Scaled)
 KE0880
 KE0880                          SUPERSEDED SURVEY CONTROL
 KE0880
 KE0880  NGVD 29 (??/??/92)  312.414  (m)         1024.98   (f) ADJ UNCH    2 0
 KE0880
 KE0880.Superseded values are not recommended for survey control.
 KE0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0880.See file dsdata.txt to determine how the superseded data were derived.
 KE0880
 KE0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD450273(NAD 83)
 KE0880_MARKER: DD = SURVEY DISK
 KE0880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0880_SP_SET: ABUTMENT
 KE0880_STAMPING: D 345
 KE0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0880
 KE0880  HISTORY     - Date     Condition        Report By
 KE0880  HISTORY     - UNK      MONUMENTED       KSDT
 KE0880  HISTORY     - 1970     GOOD             NGS
 KE0880  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KE0880
 KE0880                          STATION DESCRIPTION
 KE0880
 KE0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0880'15.1 MI W FROM TOPEKA.
 KE0880'ABOUT 15.1 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0880'HIGHWAY OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, ABOUT 18.5 MILES
 KE0880'EAST ALONG I 70 FROM THE HIGHWAY OVERPASS OVER STATE HIGHWAY 99
 KE0880'AT ALMA, ABOUT 2.55 MILES SOUTH ALONG A PAVED ROAD FROM THE SOUTH
 KE0880'END OF THE HIGHWAY BRIDGE OVER KANSAS RIVER AT WILLARD, 24 FEET
 KE0880'SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET
 KE0880'IN TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT FOR THE
 KE0880'I 70 OVERPASS OVER A PAVED ROAD AT THE WILLARD-ROSEVILLE EXIT, AND
 KE0880'ABOUT LEVEL WITH THE HIGHWAY.  THE MARK WAS STAMPED BY THIS
 KE0880'PARTY IN 1970.  SECTION 34, T 11S, R 13E NOTE-- THIS MARK
 KE0880'SERVES AS THE AZIMUTH MARK FOR TRAVERSE STATION VASSAR.
 KE0880
 KE0880                          STATION RECOVERY (2005)
 KE0880
 KE0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KE0880'THE MARK WAS RESET IN A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED
 KE0880'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7066 ***********************************************************************
 DH7066  DESIGNATION -  D 345 RESET
 DH7066  PID         -  DH7066
 DH7066  STATE/COUNTY-  KS/WABAUNSEE
 DH7066  USGS QUAD   -  WILLARD (1972)
 DH7066
 DH7066                         *CURRENT SURVEY CONTROL
 DH7066  ___________________________________________________________________
 DH7066* NAD 83(1986)-  39 03 30.     (N)    095 56 46.     (W)     SCALED    
 DH7066* NAVD 88     -       313.088  (meters)    1027.19   (feet)  ADJUSTED  
 DH7066  ___________________________________________________________________
 DH7066  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DH7066  DYNAMIC HT  -         312.884 (meters)    1026.52  (feet)  COMP
 DH7066  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 DH7066
 DH7066  VERT ORDER  -  SECOND    CLASS I
 DH7066
 DH7066.The horizontal coordinates were scaled from a topographic map and have
 DH7066.an estimated accuracy of +/- 6 seconds.
 DH7066
 DH7066.The orthometric height was determined by differential leveling
 DH7066.and adjusted by the National Geodetic Survey in December 2005..
 DH7066
 DH7066.The geoid height was determined by GEOID03.
 DH7066
 DH7066.The dynamic height is computed by dividing the NAVD 88
 DH7066.geopotential number by the normal gravity value computed on the
 DH7066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7066.degrees latitude (g = 980.6199 gals.).
 DH7066
 DH7066.The modeled gravity was interpolated from observed gravity values.
 DH7066
 DH7066;                    North         East    Units  Estimated Accuracy
 DH7066;SPC KS N     -    82,500.      577,750.      MT  (+/- 180 meters Scaled)
 DH7066
 DH7066                          SUPERSEDED SURVEY CONTROL
 DH7066
 DH7066.No superseded survey control is available for this station.
 DH7066
 DH7066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD450273(NAD 83)
 DH7066_MARKER: DV = VERTICAL CONTROL DISK
 DH7066_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7066_SP_SET: OVERPASS ABUTMENT
 DH7066_STAMPING: D 345 RESET 2002
 DH7066_MARK LOGO: NGS   
 DH7066_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7066+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 DH7066
 DH7066  HISTORY     - Date     Condition        Report By
 DH7066  HISTORY     - 2002     MONUMENTED       NGS
 DH7066  HISTORY     - 20050504 GOOD             NGS
 DH7066
 DH7066                          STATION DESCRIPTION
 DH7066
 DH7066'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 DH7066'15.6 KM WESTERLY ALONG INTERSTATE HIGHWAY 70 FROM THE JUNCTION OF
 DH7066'INTERSTATE HIGHWAY  470 SOUTHBOUND IN TOPEKA, NEAR THE SOUTH END OF
 DH7066'THE WEST CONCRETE ABUTMENT OF THE  WESTBOUND HIGHWAY OVERPASS OF
 DH7066'CARLSON ROAD (EXIT 346), 22.0 M WEST OF THE ROAD  CENTERLINE, 6.6 M
 DH7066'SOUTH OF THE CENTERLINE OF THE WESTBOUND HIGHWAY, 1.5 M NORTH OF THE
 DH7066'SOUTH END OF THE ABUTMENT, 0.3 M BELOW THE LEVEL OF THE HIGHWAY, AND
 DH7066'0.2 M SOUTH OF THE  SOUTH WALL OF A BRIDGE RAIL. NOTE--THE MARK IS ON
 DH7066'THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0909 ***********************************************************************
 KE0909  DESIGNATION -  D 346
 KE0909  PID         -  KE0909
 KE0909  STATE/COUNTY-  KS/SHAWNEE
 KE0909  USGS QUAD   -  SILVER LAKE (1983)
 KE0909
 KE0909                         *CURRENT SURVEY CONTROL
 KE0909  ___________________________________________________________________
 KE0909* NAD 83(1986)-  39 01 44.     (N)    095 45 15.     (W)     SCALED    
 KE0909* NAVD 88     -       307.347  (meters)    1008.35   (feet)  ADJUSTED  
 KE0909  ___________________________________________________________________
 KE0909  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KE0909  DYNAMIC HT  -         307.146 (meters)    1007.69  (feet)  COMP
 KE0909  MODELED GRAV-     979,965.8   (mgal)                       NAVD 88
 KE0909
 KE0909  VERT ORDER  -  SECOND    CLASS 0
 KE0909
 KE0909.The horizontal coordinates were scaled from a topographic map and have
 KE0909.an estimated accuracy of +/- 6 seconds.
 KE0909
 KE0909.The orthometric height was determined by differential leveling
 KE0909.and adjusted by the National Geodetic Survey in June 1991..
 KE0909
 KE0909.The geoid height was determined by GEOID03.
 KE0909
 KE0909.The dynamic height is computed by dividing the NAVD 88
 KE0909.geopotential number by the normal gravity value computed on the
 KE0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0909.degrees latitude (g = 980.6199 gals.).
 KE0909
 KE0909.The modeled gravity was interpolated from observed gravity values.
 KE0909
 KE0909;                    North         East    Units  Estimated Accuracy
 KE0909;SPC KS N     -    79,630.      594,440.      MT  (+/- 180 meters Scaled)
 KE0909
 KE0909                          SUPERSEDED SURVEY CONTROL
 KE0909
 KE0909  NGVD 29 (??/??/92)  307.207  (m)         1007.89   (f) ADJ UNCH    2 0
 KE0909
 KE0909.Superseded values are not recommended for survey control.
 KE0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0909.See file dsdata.txt to determine how the superseded data were derived.
 KE0909
 KE0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD615235(NAD 83)
 KE0909_MARKER: DB = BENCH MARK DISK
 KE0909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0909_SP_SET: ABUTMENT
 KE0909_STAMPING: D 346 1970
 KE0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0909
 KE0909  HISTORY     - Date     Condition        Report By
 KE0909  HISTORY     - 1970     MONUMENTED       NGS
 KE0909
 KE0909                          STATION DESCRIPTION
 KE0909
 KE0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0909'2.1 MI NW FROM TOPEKA.
 KE0909'ABOUT 2.1 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 470 FROM THE
 KE0909'HIGHWAY OVERPASS FOR GAGE BOULEVARD AT TOPEKA, AT THE 21ST
 KE0909'STREET OVERPASS OVER I 470, IN TOP OF THE SOUTH END OF THE
 KE0909'WEST ABUTMENT FOR THE WESTBOUND LANE OF TRAFFIC, 20 FEET SOUTH
 KE0909'OF THE CENTER LINE OF THE WESTBOUND LANE FOR 21ST STREET, ABOUT
 KE0909'LEVEL WITH THE STREET AND ABOUT 15 FEET ABOVE THE LEVEL OF THE
 KE0909'HIGHWAY.  SECTION 9, T 12S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0961 ***********************************************************************
 JF0961  DESIGNATION -  D 347
 JF0961  PID         -  JF0961
 JF0961  STATE/COUNTY-  KS/MCPHERSON
 JF0961  USGS QUAD   -  MC PHERSON SE (1985)
 JF0961
 JF0961                         *CURRENT SURVEY CONTROL
 JF0961  ___________________________________________________________________
 JF0961* NAD 83(1986)-  38 16 00.     (N)    097 33 39.     (W)     SCALED    
 JF0961* NAVD 88     -       458.403  (meters)    1503.94   (feet)  ADJUSTED  
 JF0961  ___________________________________________________________________
 JF0961  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 JF0961  DYNAMIC HT  -         458.063 (meters)    1502.83  (feet)  COMP
 JF0961  MODELED GRAV-     979,871.5   (mgal)                       NAVD 88
 JF0961
 JF0961  VERT ORDER  -  SECOND    CLASS 0
 JF0961
 JF0961.The horizontal coordinates were scaled from a topographic map and have
 JF0961.an estimated accuracy of +/- 6 seconds.
 JF0961
 JF0961.The orthometric height was determined by differential leveling
 JF0961.and adjusted by the National Geodetic Survey in June 1991..
 JF0961
 JF0961.The geoid height was determined by GEOID03.
 JF0961
 JF0961.The dynamic height is computed by dividing the NAVD 88
 JF0961.geopotential number by the normal gravity value computed on the
 JF0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0961.degrees latitude (g = 980.6199 gals.).
 JF0961
 JF0961.The modeled gravity was interpolated from observed gravity values.
 JF0961
 JF0961;                    North         East    Units  Estimated Accuracy
 JF0961;SPC KS S     -   577,990.      482,190.      MT  (+/- 180 meters Scaled)
 JF0961
 JF0961                          SUPERSEDED SURVEY CONTROL
 JF0961
 JF0961  NGVD 29 (??/??/92)  458.241  (m)         1503.41   (f) ADJ UNCH    2 0
 JF0961
 JF0961.Superseded values are not recommended for survey control.
 JF0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0961.See file dsdata.txt to determine how the superseded data were derived.
 JF0961
 JF0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH258363(NAD 83)
 JF0961_MARKER: DB = BENCH MARK DISK
 JF0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0961_SP_SET: GUARDRAIL
 JF0961_STAMPING: D 347 1972
 JF0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0961
 JF0961  HISTORY     - Date     Condition        Report By
 JF0961  HISTORY     - 1972     MONUMENTED       NGS
 JF0961
 JF0961                          STATION DESCRIPTION
 JF0961
 JF0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0961'8.6 MI SE FROM MC PHERSON.
 JF0961'ABOUT 8.60 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0961'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, SET IN THE
 JF0961'TOP OF THE NORTHWEST END OF A CONCRETE GUARD RAIL TO A 40 FOOT
 JF0961'DRAINAGE BRIDGE WHICH PASSES UNDER BOTH LANES OF THE HIGHWAY,
 JF0961'22.4 FEET NORTHEAST OF THE CENTER LINE OF THE NORTH TRAFFIC LANE
 JF0961'OF THE HIGHWAY, 2.9 FEET SOUTHEAST OF THE NORTH END OF CONCRETE
 JF0961'GUARD RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JF0961'SECTION 32, T 20 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0513 ***********************************************************************
 HF0513  DESIGNATION -  D 348
 HF0513  PID         -  HF0513
 HF0513  STATE/COUNTY-  KS/HARVEY
 HF0513  USGS QUAD   -  SEDGWICK NE (1978)
 HF0513
 HF0513                         *CURRENT SURVEY CONTROL
 HF0513  ___________________________________________________________________
 HF0513* NAD 83(1986)-  37 58 12.     (N)    097 19 37.     (W)     SCALED    
 HF0513* NAVD 88     -       438.517  (meters)    1438.70   (feet)  ADJUSTED  
 HF0513  ___________________________________________________________________
 HF0513  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF0513  DYNAMIC HT  -         438.179 (meters)    1437.59  (feet)  COMP
 HF0513  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 HF0513
 HF0513  VERT ORDER  -  SECOND    CLASS 0
 HF0513
 HF0513.The horizontal coordinates were scaled from a topographic map and have
 HF0513.an estimated accuracy of +/- 6 seconds.
 HF0513
 HF0513.The orthometric height was determined by differential leveling
 HF0513.and adjusted by the National Geodetic Survey in June 1991..
 HF0513
 HF0513.The geoid height was determined by GEOID03.
 HF0513
 HF0513.The dynamic height is computed by dividing the NAVD 88
 HF0513.geopotential number by the normal gravity value computed on the
 HF0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0513.degrees latitude (g = 980.6199 gals.).
 HF0513
 HF0513.The modeled gravity was interpolated from observed gravity values.
 HF0513
 HF0513;                    North         East    Units  Estimated Accuracy
 HF0513;SPC KS S     -   545,300.      503,070.      MT  (+/- 180 meters Scaled)
 HF0513
 HF0513                          SUPERSEDED SURVEY CONTROL
 HF0513
 HF0513  NGVD 29 (??/??/92)  438.359  (m)         1438.18   (f) ADJ UNCH    2 0
 HF0513
 HF0513.Superseded values are not recommended for survey control.
 HF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0513.See file dsdata.txt to determine how the superseded data were derived.
 HF0513
 HF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH469038(NAD 83)
 HF0513_MARKER: DB = BENCH MARK DISK
 HF0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0513_STAMPING: D 348 1972
 HF0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0513+STABILITY: SURFACE MOTION
 HF0513
 HF0513  HISTORY     - Date     Condition        Report By
 HF0513  HISTORY     - 1972     MONUMENTED       NGS
 HF0513
 HF0513                          STATION DESCRIPTION
 HF0513
 HF0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0513'6.2 MI S FROM NEWTON.
 HF0513'ABOUT 6.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0513'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, 47.3 FEET EAST OF THE
 HF0513'CENTER LINE OF THE SOUTH BOUND LANE OF THE INTERSTATE HIGHWAY,
 HF0513'37.5 FEET WEST OF THE NORTH BOUND LANE OF THE INTERSTATE HIGHWAY,
 HF0513'6.1 FEET SOUTHEAST OF THE NORTH CONCRETE COLUMN IN THE
 HF0513'MEDIAN FOR BRIDGE NUMBER 4.00, ABOUT 2 FEET BELOW THE LEVEL
 HF0513'OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 W, SET IN
 HF0513'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 HF0513'SECTION 16, T 24 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0550 ***********************************************************************
 HF0550  DESIGNATION -  D 349
 HF0550  PID         -  HF0550
 HF0550  STATE/COUNTY-  KS/SEDGWICK
 HF0550  USGS QUAD   -  WICHITA EAST (1982)
 HF0550
 HF0550                         *CURRENT SURVEY CONTROL
 HF0550  ___________________________________________________________________
 HF0550* NAD 83(1986)-  37 38 24.     (N)    097 19 54.     (W)     SCALED    
 HF0550* NAVD 88     -       392.787  (meters)    1288.67   (feet)  ADJUSTED  
 HF0550  ___________________________________________________________________
 HF0550  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 HF0550  DYNAMIC HT  -         392.478 (meters)    1287.65  (feet)  COMP
 HF0550  MODELED GRAV-     979,830.9   (mgal)                       NAVD 88
 HF0550
 HF0550  VERT ORDER  -  SECOND    CLASS 0
 HF0550
 HF0550.The horizontal coordinates were scaled from a topographic map and have
 HF0550.an estimated accuracy of +/- 6 seconds.
 HF0550
 HF0550.The orthometric height was determined by differential leveling
 HF0550.and adjusted by the National Geodetic Survey in June 1991..
 HF0550
 HF0550.The geoid height was determined by GEOID03.
 HF0550
 HF0550.The dynamic height is computed by dividing the NAVD 88
 HF0550.geopotential number by the normal gravity value computed on the
 HF0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0550.degrees latitude (g = 980.6199 gals.).
 HF0550
 HF0550.The modeled gravity was interpolated from observed gravity values.
 HF0550
 HF0550;                    North         East    Units  Estimated Accuracy
 HF0550;SPC KS S     -   508,670.      503,110.      MT  (+/- 180 meters Scaled)
 HF0550
 HF0550                          SUPERSEDED SURVEY CONTROL
 HF0550
 HF0550  NGVD 29 (??/??/92)  392.646  (m)         1288.21   (f) ADJ UNCH    2 0
 HF0550
 HF0550.Superseded values are not recommended for survey control.
 HF0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0550.See file dsdata.txt to determine how the superseded data were derived.
 HF0550
 HF0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG471671(NAD 83)
 HF0550_MARKER: DB = BENCH MARK DISK
 HF0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0550_STAMPING: D 349 1972
 HF0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0550+STABILITY: SURFACE MOTION
 HF0550
 HF0550  HISTORY     - Date     Condition        Report By
 HF0550  HISTORY     - 1972     MONUMENTED       NGS
 HF0550
 HF0550                          STATION DESCRIPTION
 HF0550
 HF0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0550'3.2 MI S FROM WICHITA.
 HF0550'ABOUT 3.20 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0550'RAILROAD FROM THE UNION STATION AT WICHITA, AT THE SOUTH END OF
 HF0550'ARKANSAS RIVER TRESTLE, 31 FEET WEST OF THE WEST RAIL OF THE
 HF0550'RAILROAD TRACK, 30.4 FEET SOUTH OF THE EAST ONE OF A DOUBLE POWER
 HF0550'LINE POLE, 2.6 FEET NORTH OF A METAL WITNESS POST, SET IN THE TOP
 HF0550'OF A CONCRETE POST PROJECTING 1 INCH AND ABOUT 2 FEET BELOW THE
 HF0550'LEVEL OF THE TRACK.  SECTION 48, T 28 S, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0613 ***********************************************************************
 HH0613  DESIGNATION -  D 352
 HH0613  PID         -  HH0613
 HH0613  STATE/COUNTY-  KS/FINNEY
 HH0613  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0613
 HH0613                         *CURRENT SURVEY CONTROL
 HH0613  ___________________________________________________________________
 HH0613* NAD 83(1986)-  37 57 38.     (N)    100 50 52.     (W)     SCALED    
 HH0613* NAVD 88     -       862.898  (meters)    2831.02   (feet)  ADJUSTED  
 HH0613  ___________________________________________________________________
 HH0613  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 HH0613  DYNAMIC HT  -         862.130 (meters)    2828.50  (feet)  COMP
 HH0613  MODELED GRAV-     979,711.2   (mgal)                       NAVD 88
 HH0613
 HH0613  VERT ORDER  -  FIRST     CLASS II
 HH0613
 HH0613.The horizontal coordinates were scaled from a topographic map and have
 HH0613.an estimated accuracy of +/- 6 seconds.
 HH0613
 HH0613.The orthometric height was determined by differential leveling
 HH0613.and adjusted by the National Geodetic Survey in June 1991..
 HH0613
 HH0613.The geoid height was determined by GEOID03.
 HH0613
 HH0613.The dynamic height is computed by dividing the NAVD 88
 HH0613.geopotential number by the normal gravity value computed on the
 HH0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0613.degrees latitude (g = 980.6199 gals.).
 HH0613
 HH0613.The modeled gravity was interpolated from observed gravity values.
 HH0613
 HH0613;                    North         East    Units  Estimated Accuracy
 HH0613;SPC KS S     -   546,200.      193,710.      MT  (+/- 180 meters Scaled)
 HH0613
 HH0613                          SUPERSEDED SURVEY CONTROL
 HH0613
 HH0613.No superseded survey control is available for this station.
 HH0613
 HH0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH376030(NAD 83)
 HH0613_MARKER: DB = BENCH MARK DISK
 HH0613_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HH0613_SP_SET: BUILDING
 HH0613_STAMPING: D 352 1986
 HH0613_MARK LOGO: NGS   
 HH0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0613+STABILITY: POSITION/ELEVATION WELL
 HH0613
 HH0613  HISTORY     - Date     Condition        Report By
 HH0613  HISTORY     - 1986     MONUMENTED       NGS
 HH0613
 HH0613                          STATION DESCRIPTION
 HH0613
 HH0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0613'2.6 KM (1.6 MI) EAST FROM GARDEN CITY.
 HH0613'2.45 KM (1.55 MI) EAST ALONG FULTON STREET FROM THE JUNCTION OF MAIN
 HH0613'STREET IN GARDEN CITY, THENCE 0.15 KM (0.10 MI) SOUTH ALONG CAMPUS
 HH0613'DRIVE, VERTICALLY, IN THE SOUTH FACE OF THE TOP STEP OF THE SOUTH
 HH0613'ENTRANCE TO THE KANSAS HIGHWAY PATROL HEADQUATERS, 47.2 METERS
 HH0613'(155 FT) WEST OF THE CENTER OF CAMPUS DRIVE AND 0.6 METER (2.5 FT)
 HH0613'WEST OF THE CENTER OF THE DOOR.
 HH0613'THE MARK IS 3.2 M ABOVE THE SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0637 ***********************************************************************
 HH0637  DESIGNATION -  D 353
 HH0637  PID         -  HH0637
 HH0637  STATE/COUNTY-  KS/FORD
 HH0637  USGS QUAD   -  DODGE CITY (1984)
 HH0637
 HH0637                         *CURRENT SURVEY CONTROL
 HH0637  ___________________________________________________________________
 HH0637* NAD 83(1986)-  37 45 48.     (N)    100 06 55.     (W)     SCALED    
 HH0637* NAVD 88     -       771.790  (meters)    2532.11   (feet)  ADJUSTED  
 HH0637  ___________________________________________________________________
 HH0637  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 HH0637  DYNAMIC HT  -         771.123 (meters)    2529.93  (feet)  COMP
 HH0637  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 HH0637
 HH0637  VERT ORDER  -  FIRST     CLASS II
 HH0637
 HH0637.The horizontal coordinates were scaled from a topographic map and have
 HH0637.an estimated accuracy of +/- 6 seconds.
 HH0637
 HH0637.The orthometric height was determined by differential leveling
 HH0637.and adjusted by the National Geodetic Survey in June 1991..
 HH0637
 HH0637.The geoid height was determined by GEOID03.
 HH0637
 HH0637.The dynamic height is computed by dividing the NAVD 88
 HH0637.geopotential number by the normal gravity value computed on the
 HH0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0637.degrees latitude (g = 980.6199 gals.).
 HH0637
 HH0637.The modeled gravity was interpolated from observed gravity values.
 HH0637
 HH0637;                    North         East    Units  Estimated Accuracy
 HH0637;SPC KS S     -   522,950.      257,690.      MT  (+/- 180 meters Scaled)
 HH0637
 HH0637                          SUPERSEDED SURVEY CONTROL
 HH0637
 HH0637.No superseded survey control is available for this station.
 HH0637
 HH0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG017801(NAD 83)
 HH0637_MARKER: DB = BENCH MARK DISK
 HH0637_SETTING: 66 = SET IN ROCK OUTCROP
 HH0637_SP_SET: SANDSTONE OUTCROP
 HH0637_STAMPING: D 353 1986
 HH0637_MARK LOGO: NGS   
 HH0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0637+STABILITY: POSITION/ELEVATION WELL
 HH0637
 HH0637  HISTORY     - Date     Condition        Report By
 HH0637  HISTORY     - 1986     MONUMENTED       NGS
 HH0637
 HH0637                          STATION DESCRIPTION
 HH0637
 HH0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0637'8.6 KM (5.35 MI) WEST FROM DODGE CITY.
 HH0637'8.65 KM (5.4 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 HH0637'HIGHWAYS 56 AND 283 AT DODGE CITY, IN TOP OF AND 0.4 METER (1.5 FT)
 HH0637'EAST OF THE WEST EDGE OF A 2 BY 8 FOOT PORTION OF SANDSTONE OUTCROP,
 HH0637'IN THE NORTHEAST CORNER OF THE T JUNCTION OF THE EAST ONE OF TWO ROADS
 HH0637'LEADING NORTH, 14.9 METERS (49 FT) NORTH OF THE HIGHWAY CENTERLINE,
 HH0637'13.4 METERS (44 FT) EAST OF THE CENTER OF THE ROAD, 14.4 METERS (47.5
 HH0637'FT) SOUTHEAST OF THE EAST END OF A STEEL GATE AND 8.5 METERS (28 FT)
 HH0637'SOUTH OF THE RIGHT OF WAY FENCE.
 HH0637'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HH0637'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0655 ***********************************************************************
 HG0655  DESIGNATION -  D 354
 HG0655  PID         -  HG0655
 HG0655  STATE/COUNTY-  KS/FORD
 HG0655  USGS QUAD   -  BUCKLIN (1969)
 HG0655
 HG0655                         *CURRENT SURVEY CONTROL
 HG0655  ___________________________________________________________________
 HG0655* NAD 83(1986)-  37 35 11.     (N)    099 40 57.     (W)     SCALED    
 HG0655* NAVD 88     -       741.649  (meters)    2433.23   (feet)  ADJUSTED  
 HG0655  ___________________________________________________________________
 HG0655  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 HG0655  DYNAMIC HT  -         740.998 (meters)    2431.09  (feet)  COMP
 HG0655  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 HG0655
 HG0655  VERT ORDER  -  FIRST     CLASS II
 HG0655
 HG0655.The horizontal coordinates were scaled from a topographic map and have
 HG0655.an estimated accuracy of +/- 6 seconds.
 HG0655
 HG0655.The orthometric height was determined by differential leveling
 HG0655.and adjusted by the National Geodetic Survey in June 1991..
 HG0655
 HG0655.The geoid height was determined by GEOID03.
 HG0655
 HG0655.The dynamic height is computed by dividing the NAVD 88
 HG0655.geopotential number by the normal gravity value computed on the
 HG0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0655.degrees latitude (g = 980.6199 gals.).
 HG0655
 HG0655.The modeled gravity was interpolated from observed gravity values.
 HG0655
 HG0655;                    North         East    Units  Estimated Accuracy
 HG0655;SPC KS S     -   502,740.      295,570.      MT  (+/- 180 meters Scaled)
 HG0655
 HG0655                          SUPERSEDED SURVEY CONTROL
 HG0655
 HG0655.No superseded survey control is available for this station.
 HG0655
 HG0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG397601(NAD 83)
 HG0655_MARKER: I = METAL ROD
 HG0655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0655_SP_SET: STAINLESS STEEL ROD
 HG0655_STAMPING: D 354 1986
 HG0655_MARK LOGO: NGS   
 HG0655_PROJECTION: FLUSH
 HG0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0655_ROD/PIPE-DEPTH: 16.4 meters
 HG0655
 HG0655  HISTORY     - Date     Condition        Report By
 HG0655  HISTORY     - 1986     MONUMENTED       NGS
 HG0655
 HG0655                          STATION DESCRIPTION
 HG0655
 HG0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0655'5.8 KM (3.6 MI) NW FROM BUCKLIN.
 HG0655'5.85 KM (3.6 MI) NORTHWEST ALONG STATE HIGHWAY 34 FROM THE EAST
 HG0655'JUNCTION OF US HIGHWAY 54 AT BUCKLIN, IN THE SOUTH CORNER OF THE
 HG0655'JUNCTION OF STATE HIGHWAY 154, 1.25 KM (0.8 MI) NORTHWEST OF MILEPOST
 HG0655'42, ALSO 8.7 KM (5.45 MI) SOUTHEAST OF FORD, 63.4 METERS (208 FT) EAST
 HG0655'OF THE CENTER OF STATE HIGHWAY 34, 44.2 METERS (145 FT) SOUTHWEST OF
 HG0655'THE CENTER OF STATE HIGHWAY 154, 5.6 METERS (18.5 FT) NORTH OF THE
 HG0655'EXTENED CENTER OF A DIRT ROAD LEADING WEST AND 0.5 METER (1.5 FT) WEST
 HG0655'OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 HG0655'THROUGH A 5-INCH LOGO CAP.
 HG0655'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0655'THE MARK IS 0.9 M BELOW STATE HIGHWAY 34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0753 ***********************************************************************
 HG0753  DESIGNATION -  D 355
 HG0753  PID         -  HG0753
 HG0753  STATE/COUNTY-  KS/HARPER
 HG0753  USGS QUAD   -  SPRING (1972)
 HG0753
 HG0753                         *CURRENT SURVEY CONTROL
 HG0753  ___________________________________________________________________
 HG0753* NAD 83(1986)-  37 03 55.     (N)    098 02 23.     (W)     SCALED    
 HG0753* NAVD 88     -       430.443  (meters)    1412.21   (feet)  ADJUSTED  
 HG0753  ___________________________________________________________________
 HG0753  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 HG0753  DYNAMIC HT  -         430.081 (meters)    1411.02  (feet)  COMP
 HG0753  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 HG0753
 HG0753  VERT ORDER  -  FIRST     CLASS II
 HG0753
 HG0753.The horizontal coordinates were scaled from a topographic map and have
 HG0753.an estimated accuracy of +/- 6 seconds.
 HG0753
 HG0753.The orthometric height was determined by differential leveling
 HG0753.and adjusted by the National Geodetic Survey in June 1991..
 HG0753
 HG0753.The geoid height was determined by GEOID03.
 HG0753
 HG0753.The dynamic height is computed by dividing the NAVD 88
 HG0753.geopotential number by the normal gravity value computed on the
 HG0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0753.degrees latitude (g = 980.6199 gals.).
 HG0753
 HG0753.The modeled gravity was interpolated from observed gravity values.
 HG0753
 HG0753;                    North         East    Units  Estimated Accuracy
 HG0753;SPC KS S     -   444,340.      440,940.      MT  (+/- 180 meters Scaled)
 HG0753
 HG0753                          SUPERSEDED SURVEY CONTROL
 HG0753
 HG0753.No superseded survey control is available for this station.
 HG0753
 HG0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG853025(NAD 83)
 HG0753_MARKER: I = METAL ROD
 HG0753_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HG0753+WITH SETTING: INFORMATION.
 HG0753_SP_SET: SHALLOW-SET METAL ROD
 HG0753_STAMPING: D 355 1985
 HG0753_MARK LOGO: NGS   
 HG0753_PROJECTION: FLUSH
 HG0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0753_ROD/PIPE-DEPTH: 2.4  meters
 HG0753
 HG0753  HISTORY     - Date     Condition        Report By
 HG0753  HISTORY     - 1985     MONUMENTED       NGS
 HG0753
 HG0753                          STATION DESCRIPTION
 HG0753
 HG0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HG0753'10.5 KM (6.5 MI) SOUTH FROM ANTHONY.
 HG0753'10.35 KM (6.43 MI) SOUTH ALONG STATE HIGHWAY 179 FROM THE JUNCTION OF
 HG0753'STATE HIGHWAY 44 AT ANTHONY, THENCE 0.18 KM (0.11 MI) WEST ALONG A
 HG0753'PAVED SECTION LINE ROAD, ALSO 9.6 KM (6.0 MI) NORTH OF MANCHESTER,
 HG0753'OKLAHOMA, IN TOP OF THE HIGHEST PART OF A LOW HILL, 14.9 METERS (49
 HG0753'FT) NORTH OF THE CENTER OF THE ROAD, 7.5 METERS (24.5 FT)
 HG0753'SOUTH-SOUTHEAST OF THE SOUTH FACE OF THE RURAL WATER DISTRICT NO 2
 HG0753'WATER TANK, 5.6 METERS (18.5 FT) EAST-NORTHEAST OF A FIRE HYDRANT, 4.6
 HG0753'METERS (15 FT) NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND
 HG0753'0.4 METER (1.3 FT) EAST OF THE SOUTHEAST CORNER OF THE FENCE AROUND
 HG0753'THE WATER TANK.  ROD SET TO ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM
 HG0753'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0753'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0753'THE MARK IS 1.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0679 ***********************************************************************
 HG0679  DESIGNATION -  D 357
 HG0679  PID         -  HG0679
 HG0679  STATE/COUNTY-  KS/KIOWA
 HG0679  USGS QUAD   -  BRENHAM (1968)
 HG0679
 HG0679                         *CURRENT SURVEY CONTROL
 HG0679  ___________________________________________________________________
 HG0679* NAD 83(1986)-  37 36 39.     (N)    099 10 10.     (W)     SCALED    
 HG0679* NAVD 88     -       667.270  (meters)    2189.20   (feet)  ADJUSTED  
 HG0679  ___________________________________________________________________
 HG0679  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 HG0679  DYNAMIC HT  -         666.699 (meters)    2187.33  (feet)  COMP
 HG0679  MODELED GRAV-     979,752.0   (mgal)                       NAVD 88
 HG0679
 HG0679  VERT ORDER  -  FIRST     CLASS II
 HG0679
 HG0679.The horizontal coordinates were scaled from a topographic map and have
 HG0679.an estimated accuracy of +/- 6 seconds.
 HG0679
 HG0679.The orthometric height was determined by differential leveling
 HG0679.and adjusted by the National Geodetic Survey in June 1991..
 HG0679
 HG0679.The geoid height was determined by GEOID03.
 HG0679
 HG0679.The dynamic height is computed by dividing the NAVD 88
 HG0679.geopotential number by the normal gravity value computed on the
 HG0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0679.degrees latitude (g = 980.6199 gals.).
 HG0679
 HG0679.The modeled gravity was interpolated from observed gravity values.
 HG0679
 HG0679;                    North         East    Units  Estimated Accuracy
 HG0679;SPC KS S     -   505,000.      340,900.      MT  (+/- 180 meters Scaled)
 HG0679
 HG0679                          SUPERSEDED SURVEY CONTROL
 HG0679
 HG0679.No superseded survey control is available for this station.
 HG0679
 HG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG850626(NAD 83)
 HG0679_MARKER: I = METAL ROD
 HG0679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0679_SP_SET: STAINLESS STEEL ROD
 HG0679_STAMPING: D 357 1986
 HG0679_MARK LOGO: NGS   
 HG0679_PROJECTION: FLUSH
 HG0679_MAGNETIC: I = MARKER IS A STEEL ROD
 HG0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0679+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1997
 HG0679_ROD/PIPE-DEPTH: 7.3  meters
 HG0679
 HG0679  HISTORY     - Date     Condition        Report By
 HG0679  HISTORY     - 1986     MONUMENTED       NGS
 HG0679  HISTORY     - 1988     GOOD             USPSQD
 HG0679  HISTORY     - 19971022 GOOD             NGS
 HG0679
 HG0679                          STATION DESCRIPTION
 HG0679
 HG0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0679'5.7 KM (3.55 MI) WEST FROM HAVILAND.
 HG0679'5.7 KM (3.55 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN
 HG0679'STREET AT HAVILAND, 0.54 KM (0.34 MI) EAST OF MILEPOST 114, ALSO 10.95
 HG0679'KM (8.4 MI) EAST OF GREENSBURG, 40.5 METERS (133 FT) NORTH OF THE
 HG0679'HIGHWAY CENTERLINE, 29.1 METERS (95.5 FT) SOUTH ACROSS THE CHICAGO
 HG0679'ROCK ISLAND AND PACIFIC RAILROAD FROM THE THIRD POLE EAST OF ITS
 HG0679'MILEPOLE 322, 14.5 METERS (47.5 FT) SOUTH OF THE SOUTH RAIL AND 0.6
 HG0679'METER (2 FT) EAST OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO
 HG0679'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0679'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0679'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 HG0679
 HG0679                          STATION RECOVERY (1988)
 HG0679
 HG0679'RECOVERY NOTE BY US POWER SQUADRON 1988 (DRL)
 HG0679'RECOVERED IN GOOD CONDITION.
 HG0679
 HG0679                          STATION RECOVERY (1997)
 HG0679
 HG0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HG0679'5.6 KM (3.45 MI) WESTERLY ALONG U.S.  HIGHWAY 54 FROM THE JUNCTION OF
 HG0679'MAIN STREET IN HAVILAND, 655.0 M (2148.9 FT) EAST OF THE CENTER OF A
 HG0679'COUNTY ROAD LEADING NORTH, 68.2 M (223.8 FT) NORTH OF THE HIGHWAY
 HG0679'CENTERLINE, 14.5 M (47.6 FT) SOUTH OF THE NEAR RAIL OF THE UNION
 HG0679'PACIFIC RAILROAD, 0.6 M (2.0 FT) EAST OF A RIGHT-OF-WAY POST AND A
 HG0679'METAL GUARD POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 HG0679'0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 HG0679'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0432 ***********************************************************************
 JH0432  DESIGNATION -  D 358
 JH0432  PID         -  JH0432
 JH0432  STATE/COUNTY-  KS/FINNEY
 JH0432  USGS QUAD   -  TENNIS (1976)
 JH0432
 JH0432                         *CURRENT SURVEY CONTROL
 JH0432  ___________________________________________________________________
 JH0432* NAD 83(1986)-  38 08 03.     (N)    100 53 02.     (W)     SCALED    
 JH0432* NAVD 88     -       876.093  (meters)    2874.32   (feet)  ADJUSTED  
 JH0432  ___________________________________________________________________
 JH0432  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 JH0432  DYNAMIC HT  -         875.328 (meters)    2871.81  (feet)  COMP
 JH0432  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 JH0432
 JH0432  VERT ORDER  -  FIRST     CLASS II
 JH0432
 JH0432.The horizontal coordinates were scaled from a topographic map and have
 JH0432.an estimated accuracy of +/- 6 seconds.
 JH0432
 JH0432.The orthometric height was determined by differential leveling
 JH0432.and adjusted by the National Geodetic Survey in June 1991..
 JH0432
 JH0432.The geoid height was determined by GEOID03.
 JH0432
 JH0432.The dynamic height is computed by dividing the NAVD 88
 JH0432.geopotential number by the normal gravity value computed on the
 JH0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0432.degrees latitude (g = 980.6199 gals.).
 JH0432
 JH0432.The modeled gravity was interpolated from observed gravity values.
 JH0432
 JH0432;                    North         East    Units  Estimated Accuracy
 JH0432;SPC KS S     -   565,540.      191,030.      MT  (+/- 180 meters Scaled)
 JH0432
 JH0432                          SUPERSEDED SURVEY CONTROL
 JH0432
 JH0432.No superseded survey control is available for this station.
 JH0432
 JH0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH348223(NAD 83)
 JH0432_MARKER: I = METAL ROD
 JH0432_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0432_SP_SET: STAINLESS STEEL ROD
 JH0432_STAMPING: D 358 1986
 JH0432_MARK LOGO: NGS   
 JH0432_PROJECTION: FLUSH
 JH0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0432_ROD/PIPE-DEPTH: 15.8 meters
 JH0432
 JH0432  HISTORY     - Date     Condition        Report By
 JH0432  HISTORY     - 1986     MONUMENTED       NGS
 JH0432
 JH0432                          STATION DESCRIPTION
 JH0432
 JH0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0432'17.7 KM (11.0 MI) NORTH FROM GARDEN CITY.
 JH0432'17.75 KM (11.1 MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0432'HIGHWAY 50 WEST AT GARDEN CITY, IN THE SOUTHWEST CORNER OF THE
 JH0432'JUNCTION OF A DIRT ROAD, 22.8 METERS (75 FT) WEST OF THE HIGHWAY
 JH0432'CENTERLINE, 65.2 METERS (214 FT) SOUTH OF THE CENTER OF THE ROAD, 42.8
 JH0432'METERS (140.5 FT) NORTHWEST OF MILEPOST 82, 25.9 METERS (85 FT) NORTH
 JH0432'OF THE 2ND POLE SOUTH OF THE ROAD AND 0.5 METER (1.5 FT) NORTH OF A
 JH0432'CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 JH0432'THROUGH A 5-INCH LOGO CAP.
 JH0432'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0432'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0707 ***********************************************************************
 HG0707  DESIGNATION -  D 359
 HG0707  PID         -  HG0707
 HG0707  STATE/COUNTY-  KS/PRATT
 HG0707  USGS QUAD   -  PRATT (1968)
 HG0707
 HG0707                         *CURRENT SURVEY CONTROL
 HG0707  ___________________________________________________________________
 HG0707* NAD 83(1986)-  37 38 41.     (N)    098 41 39.     (W)     SCALED    
 HG0707* NAVD 88     -       564.771  (meters)    1852.92   (feet)  ADJUSTED  
 HG0707  ___________________________________________________________________
 HG0707  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 HG0707  DYNAMIC HT  -         564.297 (meters)    1851.36  (feet)  COMP
 HG0707  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 HG0707
 HG0707  VERT ORDER  -  FIRST     CLASS II
 HG0707
 HG0707.The horizontal coordinates were scaled from a topographic map and have
 HG0707.an estimated accuracy of +/- 6 seconds.
 HG0707
 HG0707.The orthometric height was determined by differential leveling
 HG0707.and adjusted by the National Geodetic Survey in June 1991..
 HG0707
 HG0707.The geoid height was determined by GEOID03.
 HG0707
 HG0707.The dynamic height is computed by dividing the NAVD 88
 HG0707.geopotential number by the normal gravity value computed on the
 HG0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0707.degrees latitude (g = 980.6199 gals.).
 HG0707
 HG0707.The modeled gravity was interpolated from observed gravity values.
 HG0707
 HG0707;                    North         East    Units  Estimated Accuracy
 HG0707;SPC KS S     -   508,570.      382,870.      MT  (+/- 180 meters Scaled)
 HG0707
 HG0707                          SUPERSEDED SURVEY CONTROL
 HG0707
 HG0707.No superseded survey control is available for this station.
 HG0707
 HG0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG269664(NAD 83)
 HG0707_MARKER: I = METAL ROD
 HG0707_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0707_SP_SET: STAINLESS STEEL ROD
 HG0707_STAMPING: D 359 1986
 HG0707_MARK LOGO: NGS   
 HG0707_PROJECTION: FLUSH
 HG0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0707_ROD/PIPE-DEPTH: 7.7  meters
 HG0707
 HG0707  HISTORY     - Date     Condition        Report By
 HG0707  HISTORY     - 1986     MONUMENTED       NGS
 HG0707  HISTORY     - 20020716 MARK NOT FOUND   NGS
 HG0707
 HG0707                          STATION DESCRIPTION
 HG0707
 HG0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0707'3.9 KM (2.4 MI) EAST FROM PRATT.
 HG0707'3.96 KM (2.47 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US
 HG0707'HIGHWAY 281 AT PRATT, IN THE TRIANGLE FORMED BY TWO PAVED ROAD LEADING
 HG0707'SOUTH AND COMING TOGETHER, 0.6 KM (0.37 MI) WEST OF MILEPOST 141, 77.4
 HG0707'METERS (254 FT) SOUTH OF THE HIGHWAY CENTERLINE, 35.9 METERS (118 FT)
 HG0707'EAST OF THE CENTER OF THE WEST ROAD, 14.6 METERS (48 FT) WEST OF THE
 HG0707'EAST ROAD, 6.7 METERS (22 FT) NORTH OF A POWER POLE WITH ONE GUY WIRE,
 HG0707'0.3 METER (1 FT) NORTHEAST OF THE BASE OF THE GUY WIRE.  NOTE--ACCESS
 HG0707'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0707'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0707'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HG0707
 HG0707                          STATION RECOVERY (2002)
 HG0707
 HG0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 HG0707'STATION WAS PRESUMABLY DESTROYED IN RENOVATION OF INTERSECTION.  D359
 HG0707'RESET 1997 WAS RECOVERED.  ROAD SOUTH IS KS 64=SE 25 AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0351 ***********************************************************************
 HG0351  DESIGNATION -  D 36
 HG0351  PID         -  HG0351
 HG0351  STATE/COUNTY-  KS/PRATT
 HG0351  USGS QUAD   -  COATS NE (1968)
 HG0351
 HG0351                         *CURRENT SURVEY CONTROL
 HG0351  ___________________________________________________________________
 HG0351* NAD 83(1986)-  37 38 44.     (N)    098 45 05.     (W)     SCALED    
 HG0351* NAVD 88     -       580.981  (meters)    1906.10   (feet)  ADJUSTED  
 HG0351  ___________________________________________________________________
 HG0351  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 HG0351  DYNAMIC HT  -         580.493 (meters)    1904.50  (feet)  COMP
 HG0351  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 HG0351
 HG0351  VERT ORDER  -  FIRST     CLASS II
 HG0351
 HG0351.The horizontal coordinates were scaled from a topographic map and have
 HG0351.an estimated accuracy of +/- 6 seconds.
 HG0351
 HG0351.The orthometric height was determined by differential leveling
 HG0351.and adjusted by the National Geodetic Survey in June 1991..
 HG0351
 HG0351.The geoid height was determined by GEOID03.
 HG0351
 HG0351.The dynamic height is computed by dividing the NAVD 88
 HG0351.geopotential number by the normal gravity value computed on the
 HG0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0351.degrees latitude (g = 980.6199 gals.).
 HG0351
 HG0351.The modeled gravity was interpolated from observed gravity values.
 HG0351
 HG0351;                    North         East    Units  Estimated Accuracy
 HG0351;SPC KS S     -   508,670.      377,820.      MT  (+/- 180 meters Scaled)
 HG0351
 HG0351                          SUPERSEDED SURVEY CONTROL
 HG0351
 HG0351  NGVD 29 (??/??/92)  580.728  (m)         1905.27   (f) ADJ UNCH    1 2
 HG0351
 HG0351.Superseded values are not recommended for survey control.
 HG0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0351.See file dsdata.txt to determine how the superseded data were derived.
 HG0351
 HG0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG219665(NAD 83)
 HG0351_MARKER: DB = BENCH MARK DISK
 HG0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0351_SP_SET: CONCRETE POST
 HG0351_STAMPING: D 36 1934
 HG0351_MARK LOGO: CGS   
 HG0351_PROJECTION: FLUSH
 HG0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0351+STABILITY: SURFACE MOTION
 HG0351
 HG0351  HISTORY     - Date     Condition        Report By
 HG0351  HISTORY     - 1934     MONUMENTED       CGS
 HG0351  HISTORY     - 1986     GOOD             NGS
 HG0351
 HG0351                          STATION DESCRIPTION
 HG0351
 HG0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0351'AT PRATT.
 HG0351'AT PRATT, PRATT COUNTY, ABOUT 0.7 MILE WEST OF THE CHICAGO, ROCK
 HG0351'ISLAND AND PACIFIC RAILWAY STATION, ABOUT 100 FEET WEST OF THE
 HG0351'CENTER LINE OF WASHINGTON STREET, ABOUT 75 FEET SOUTH OF THE
 HG0351'CENTER LINE OF FIRST STREET, AND 35 FEET SOUTH OF THE CENTER
 HG0351'LINE OF THE TRACK.  A STANDARD DISK, STAMPED D 36 1934 AND SET IN
 HG0351'THE TOP OF A CONCRETE POST.
 HG0351
 HG0351                          STATION RECOVERY (1986)
 HG0351
 HG0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0351'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.04 KM (0.65
 HG0351'MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US HIGHWAY 281 AT
 HG0351'PRATT, IN THE NORTHWEST CORNER OF THE JUNCTION OF STARR STREET, 32.3
 HG0351'METERS (106 FT) NORTH OF THE HIGHWAY CENTERLINE, 43.9 METERS (144 FT)
 HG0351'WEST OF THE CENTER OF THE STREET AND 9.7 METERS (32 FT) SOUTH OF THE
 HG0351'SOUTH RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD.
 HG0351'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0351'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0730 ***********************************************************************
 HG0730  DESIGNATION -  D 360
 HG0730  PID         -  HG0730
 HG0730  STATE/COUNTY-  KS/KINGMAN
 HG0730  USGS QUAD   -  PENALOSA (1967)
 HG0730
 HG0730                         *CURRENT SURVEY CONTROL
 HG0730  ___________________________________________________________________
 HG0730* NAD 83(1986)-  37 38 44.     (N)    098 17 54.     (W)     SCALED    
 HG0730* NAVD 88     -       499.659  (meters)    1639.30   (feet)  ADJUSTED  
 HG0730  ___________________________________________________________________
 HG0730  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 HG0730  DYNAMIC HT  -         499.242 (meters)    1637.93  (feet)  COMP
 HG0730  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 HG0730
 HG0730  VERT ORDER  -  FIRST     CLASS II
 HG0730
 HG0730.The horizontal coordinates were scaled from a topographic map and have
 HG0730.an estimated accuracy of +/- 6 seconds.
 HG0730
 HG0730.The orthometric height was determined by differential leveling
 HG0730.and adjusted by the National Geodetic Survey in June 1991..
 HG0730
 HG0730.The geoid height was determined by GEOID03.
 HG0730
 HG0730.The dynamic height is computed by dividing the NAVD 88
 HG0730.geopotential number by the normal gravity value computed on the
 HG0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0730.degrees latitude (g = 980.6199 gals.).
 HG0730
 HG0730.The modeled gravity was interpolated from observed gravity values.
 HG0730
 HG0730;                    North         East    Units  Estimated Accuracy
 HG0730;SPC KS S     -   508,660.      417,800.      MT  (+/- 180 meters Scaled)
 HG0730
 HG0730                          SUPERSEDED SURVEY CONTROL
 HG0730
 HG0730.No superseded survey control is available for this station.
 HG0730
 HG0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG619667(NAD 83)
 HG0730_MARKER: I = METAL ROD
 HG0730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0730_SP_SET: STAINLESS STEEL ROD
 HG0730_STAMPING: D 360 1986
 HG0730_MARK LOGO: NGS   
 HG0730_PROJECTION: FLUSH
 HG0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0730_ROD/PIPE-DEPTH: 7.3  meters
 HG0730
 HG0730  HISTORY     - Date     Condition        Report By
 HG0730  HISTORY     - 1986     MONUMENTED       NGS
 HG0730
 HG0730                          STATION DESCRIPTION
 HG0730
 HG0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0730'11.5 KM (7.15 MI) EAST FROM CUNNINGHAM.
 HG0730'11.48 KM (7.17 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF
 HG0730'COUNTY ROAD 359 AT CUNNINGHAM, IN THE NORTHEAST CORNER OF A FIELD ROAD
 HG0730'T JUNCTION, 0.48 KM (0.30 MI) EAST OF MILEPOST 162, 28.4 METERS (93.5
 HG0730'FT) NORTH OF THE HIGHWAY CENTERLINE, 4.5 METERS (15 FT) EAST OF THE
 HG0730'CENTER OF THE ROAD, 1.2 METERS (4 FT) EAST OF THE EAST END OF A METAL
 HG0730'GATE AND 0.4 METER (1.5 FT) NORTH OF THE RIGHT OF WAY FENCE.
 HG0730'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0730'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0730'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0481 ***********************************************************************
 JH0481  DESIGNATION -  D 361
 JH0481  PID         -  JH0481
 JH0481  STATE/COUNTY-  KS/LOGAN
 JH0481  USGS QUAD   -  ELKADER NE (1972)
 JH0481
 JH0481                         *CURRENT SURVEY CONTROL
 JH0481  ___________________________________________________________________
 JH0481* NAD 83(1986)-  38 54 57.     (N)    100 51 08.     (W)     SCALED    
 JH0481* NAVD 88     -       890.025  (meters)    2920.02   (feet)  ADJUSTED  
 JH0481  ___________________________________________________________________
 JH0481  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 JH0481  DYNAMIC HT  -         889.307 (meters)    2917.67  (feet)  COMP
 JH0481  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 JH0481
 JH0481  VERT ORDER  -  FIRST     CLASS II
 JH0481
 JH0481.The horizontal coordinates were scaled from a topographic map and have
 JH0481.an estimated accuracy of +/- 6 seconds.
 JH0481
 JH0481.The orthometric height was determined by differential leveling
 JH0481.and adjusted by the National Geodetic Survey in June 1991..
 JH0481
 JH0481.The geoid height was determined by GEOID03.
 JH0481
 JH0481.The dynamic height is computed by dividing the NAVD 88
 JH0481.geopotential number by the normal gravity value computed on the
 JH0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0481.degrees latitude (g = 980.6199 gals.).
 JH0481
 JH0481.The modeled gravity was interpolated from observed gravity values.
 JH0481
 JH0481;                    North         East    Units  Estimated Accuracy
 JH0481;SPC KS N     -    68,560.      152,680.      MT  (+/- 180 meters Scaled)
 JH0481
 JH0481                          SUPERSEDED SURVEY CONTROL
 JH0481
 JH0481  NGVD 29 (02/14/92)  889.682  (m)         2918.90   (f) ADJUSTED    1 2
 JH0481
 JH0481.Superseded values are not recommended for survey control.
 JH0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0481.See file dsdata.txt to determine how the superseded data were derived.
 JH0481
 JH0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ394090(NAD 83)
 JH0481_MARKER: I = METAL ROD
 JH0481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0481_SP_SET: STAINLESS STEEL ROD
 JH0481_STAMPING: D 361 1986
 JH0481_MARK LOGO: NGS   
 JH0481_PROJECTION: FLUSH
 JH0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0481_ROD/PIPE-DEPTH: 7.3  meters
 JH0481
 JH0481  HISTORY     - Date     Condition        Report By
 JH0481  HISTORY     - 1986     MONUMENTED       NGS
 JH0481
 JH0481                          STATION DESCRIPTION
 JH0481
 JH0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0481'22.3 KM (13.85 MI) SOUTH FROM OAKLEY.
 JH0481'22.35 KM (13.96 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0481'HIGHWAY 40 AT OAKLEY, 0.42 KM (0.26 MI) NORTH OF MILEPOST 137,
 JH0481'28.0 METERS (92 FT) EAST OF THE HIGHWAY CENTERLINE, 50.1 METERS (164.5
 JH0481'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST CONCRETE GUARDRAIL
 JH0481'FOR THE BRIDGE OVER PLUM CREEK21.9 METERS (72 FT) WEST OF A FENCE,
 JH0481'16.4 METERS (54 FT) NORTHEAST OF THE NORTH END OF A PIPE CULVERT AND
 JH0481'0.4 METER (1.5 FT) NORTH OF A CONCRETE RIGHT OF WAY MARKER.
 JH0481'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0481'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0481'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0572 ***********************************************************************
 KH0572  DESIGNATION -  D 362
 KH0572  PID         -  KH0572
 KH0572  STATE/COUNTY-  KS/GOVE
 KH0572  USGS QUAD   -  GRAINFIELD (1979)
 KH0572
 KH0572                         *CURRENT SURVEY CONTROL
 KH0572  ___________________________________________________________________
 KH0572* NAD 83(1986)-  39 06 36.     (N)    100 27 51.     (W)     SCALED    
 KH0572* NAVD 88     -       858.513  (meters)    2816.64   (feet)  ADJUSTED  
 KH0572  ___________________________________________________________________
 KH0572  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 KH0572  DYNAMIC HT  -         857.843 (meters)    2814.44  (feet)  COMP
 KH0572  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 KH0572
 KH0572  VERT ORDER  -  FIRST     CLASS II
 KH0572
 KH0572.The horizontal coordinates were scaled from a topographic map and have
 KH0572.an estimated accuracy of +/- 6 seconds.
 KH0572
 KH0572.The orthometric height was determined by differential leveling
 KH0572.and adjusted by the National Geodetic Survey in June 1991..
 KH0572
 KH0572.The geoid height was determined by GEOID03.
 KH0572
 KH0572.The dynamic height is computed by dividing the NAVD 88
 KH0572.geopotential number by the normal gravity value computed on the
 KH0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0572.degrees latitude (g = 980.6199 gals.).
 KH0572
 KH0572.The modeled gravity was interpolated from observed gravity values.
 KH0572
 KH0572;                    North         East    Units  Estimated Accuracy
 KH0572;SPC KS N     -    89,120.      186,900.      MT  (+/- 180 meters Scaled)
 KH0572
 KH0572                          SUPERSEDED SURVEY CONTROL
 KH0572
 KH0572  NGVD 29 (02/14/92)  858.184  (m)         2815.56   (f) ADJUSTED    1 2
 KH0572
 KH0572.Superseded values are not recommended for survey control.
 KH0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0572.See file dsdata.txt to determine how the superseded data were derived.
 KH0572
 KH0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ734300(NAD 83)
 KH0572_MARKER: DB = BENCH MARK DISK
 KH0572_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KH0572_SP_SET: GRAIN ELEVATOR
 KH0572_STAMPING: D 362 1986
 KH0572_MARK LOGO: NGS   
 KH0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KH0572+STABILITY: POSITION/ELEVATION WELL
 KH0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0572+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 KH0572
 KH0572  HISTORY     - Date     Condition        Report By
 KH0572  HISTORY     - 1986     MONUMENTED       NGS
 KH0572  HISTORY     - 20010522 GOOD             INDIV
 KH0572
 KH0572                          STATION DESCRIPTION
 KH0572
 KH0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KH0572'IN GRAINFIELD.
 KH0572'IN GRAINFIELD, VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST SILO OF
 KH0572'THE EAST 1 OF 2 CONCRETE GRAINFIELD ELEVATORS, 23.7 METERS (78 FT)
 KH0572'NORTH OF THE CENTERLINE OF OLD US HIGHWAY 40 AND 3.2 METERS (10.5 FT)
 KH0572'EASST OF THE NORTH EDGE OF A DRIVE THRU DOOR.
 KH0572'THE MARK IS 1.6 M ABOVE THE GROUND.
 KH0572
 KH0572                          STATION RECOVERY (2001)
 KH0572
 KH0572'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KDP)
 KH0572'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0664 ***********************************************************************
 HH0664  DESIGNATION -  D 363
 HH0664  PID         -  HH0664
 HH0664  STATE/COUNTY-  KS/KEARNY
 HH0664  USGS QUAD   -  LAKIN (1978)
 HH0664
 HH0664                         *CURRENT SURVEY CONTROL
 HH0664  ___________________________________________________________________
 HH0664* NAD 83(1986)-  37 56 37.     (N)    101 19 51.     (W)     SCALED    
 HH0664* NAVD 88     -       962.115  (meters)    3156.54   (feet)  ADJUSTED  
 HH0664  ___________________________________________________________________
 HH0664  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 HH0664  DYNAMIC HT  -         961.225 (meters)    3153.62  (feet)  COMP
 HH0664  MODELED GRAV-     979,672.4   (mgal)                       NAVD 88
 HH0664
 HH0664  VERT ORDER  -  FIRST     CLASS II
 HH0664
 HH0664.The horizontal coordinates were scaled from a topographic map and have
 HH0664.an estimated accuracy of +/- 6 seconds.
 HH0664
 HH0664.The orthometric height was determined by differential leveling
 HH0664.and adjusted by the National Geodetic Survey in June 1991..
 HH0664
 HH0664.The geoid height was determined by GEOID03.
 HH0664
 HH0664.The dynamic height is computed by dividing the NAVD 88
 HH0664.geopotential number by the normal gravity value computed on the
 HH0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0664.degrees latitude (g = 980.6199 gals.).
 HH0664
 HH0664.The modeled gravity was interpolated from observed gravity values.
 HH0664
 HH0664;                    North         East    Units  Estimated Accuracy
 HH0664;SPC KS S     -   545,500.      151,230.      MT  (+/- 180 meters Scaled)
 HH0664
 HH0664                          SUPERSEDED SURVEY CONTROL
 HH0664
 HH0664.No superseded survey control is available for this station.
 HH0664
 HH0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH951021(NAD 83)
 HH0664_MARKER: I = METAL ROD
 HH0664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0664_SP_SET: STAINLESS STEEL ROD
 HH0664_STAMPING: D 363 1986
 HH0664_MARK LOGO: NGS   
 HH0664_PROJECTION: FLUSH
 HH0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0664_ROD/PIPE-DEPTH: 9.4  meters
 HH0664
 HH0664  HISTORY     - Date     Condition        Report By
 HH0664  HISTORY     - 1986     MONUMENTED       NGS
 HH0664
 HH0664                          STATION DESCRIPTION
 HH0664
 HH0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0664'6.5 KM (4.05 MI) WEST FROM LAKIN.
 HH0664'6.5 KM (4.05 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0664'ROUTE 25 IN LAKIN, NEAR MILEPOST 40, 21.6 METERS (70.8 FT) (SLOPE
 HH0664'DISTANT) SOUTH OF THE HIGHWAY CENTERLINE, 37.3 METERS (122.5 FT)
 HH0664'SOUTHWEST OF THE MILEPOST, 59.8 METERS (196 FT) EAST-SOUTHEAST OF THE
 HH0664'EAST END OF THE SOUTH HEADWALL FOR A BOX CULVERT, 1.8 METERS (6 FT)
 HH0664'NORTHWEST OF THE RIGHT OF WAY FENCE AND 0.3 METER (1 FT) EAST OF A
 HH0664'CONCRETE RIGHT OF WAY POST AND A VERTICAL STEEL GRADER BLADE.
 HH0664'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0664'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HH0664'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0458 ***********************************************************************
 JH0458  DESIGNATION -  D 364
 JH0458  PID         -  JH0458
 JH0458  STATE/COUNTY-  KS/SCOTT
 JH0458  USGS QUAD   -  LAKE SCOTT SW (1978)
 JH0458
 JH0458                         *CURRENT SURVEY CONTROL
 JH0458  ___________________________________________________________________
 JH0458* NAD 83(1986)-  38 31 29.     (N)    100 54 27.     (W)     SCALED    
 JH0458* NAVD 88     -       903.073  (meters)    2962.83   (feet)  ADJUSTED  
 JH0458  ___________________________________________________________________
 JH0458  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JH0458  DYNAMIC HT  -         902.313 (meters)    2960.34  (feet)  COMP
 JH0458  MODELED GRAV-     979,755.8   (mgal)                       NAVD 88
 JH0458
 JH0458  VERT ORDER  -  FIRST     CLASS II
 JH0458
 JH0458.The horizontal coordinates were scaled from a topographic map and have
 JH0458.an estimated accuracy of +/- 6 seconds.
 JH0458
 JH0458.The orthometric height was determined by differential leveling
 JH0458.and adjusted by the National Geodetic Survey in June 1991..
 JH0458
 JH0458.The geoid height was determined by GEOID03.
 JH0458
 JH0458.The dynamic height is computed by dividing the NAVD 88
 JH0458.geopotential number by the normal gravity value computed on the
 JH0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0458.degrees latitude (g = 980.6199 gals.).
 JH0458
 JH0458.The modeled gravity was interpolated from observed gravity values.
 JH0458
 JH0458;                    North         East    Units  Estimated Accuracy
 JH0458;SPC KS S     -   608,930.      190,080.      MT  (+/- 180 meters Scaled)
 JH0458
 JH0458                          SUPERSEDED SURVEY CONTROL
 JH0458
 JH0458.No superseded survey control is available for this station.
 JH0458
 JH0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH337657(NAD 83)
 JH0458_MARKER: I = METAL ROD
 JH0458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0458_SP_SET: STAINLESS STEEL ROD
 JH0458_STAMPING: D 364 1986
 JH0458_MARK LOGO: NGS   
 JH0458_PROJECTION: FLUSH
 JH0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0458_ROD/PIPE-DEPTH: 6.1  meters
 JH0458
 JH0458  HISTORY     - Date     Condition        Report By
 JH0458  HISTORY     - 1986     MONUMENTED       NGS
 JH0458
 JH0458                          STATION DESCRIPTION
 JH0458
 JH0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0458'4.4 KM (2.75 MI) NORTH FROM SCOTT CITY.
 JH0458'4.45 KM (2.8 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0458'SCOTT CITY, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD,
 JH0458'0.65 KM (0.4 MI) NORTH OF MILEPOST 109, 18.1 METERS (59.5 FT) WEST OF
 JH0458'THE HIGHWAY CENTERLINE, 130.9 METERS (429.5 FT) SOUTH OF THE CENTER OF
 JH0458'THE ROAD, 89.6 METERS (294 FT) SOUTHEAST OF A RADIO TOWER, 0.9 METER
 JH0458'(3 FT) SOUTH OF A FENCE CORNER AND 0.3 METER (1 FT) EAST OF THE RIGHT
 JH0458'OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JH0458'LOGO CAP.
 JH0458'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JH0458'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0479 ***********************************************************************
 KG0479  DESIGNATION -  D 365
 KG0479  PID         -  KG0479
 KG0479  STATE/COUNTY-  KS/GRAHAM
 KG0479  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0479
 KG0479                         *CURRENT SURVEY CONTROL
 KG0479  ___________________________________________________________________
 KG0479* NAD 83(1986)-  39 17 31.     (N)    099 50 46.     (W)     SCALED    
 KG0479* NAVD 88     -       703.363  (meters)    2307.62   (feet)  ADJUSTED  
 KG0479  ___________________________________________________________________
 KG0479  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 KG0479  DYNAMIC HT  -         702.852 (meters)    2305.94  (feet)  COMP
 KG0479  MODELED GRAV-     979,876.7   (mgal)                       NAVD 88
 KG0479
 KG0479  VERT ORDER  -  FIRST     CLASS II
 KG0479
 KG0479.The horizontal coordinates were scaled from a topographic map and have
 KG0479.an estimated accuracy of +/- 6 seconds.
 KG0479
 KG0479.The orthometric height was determined by differential leveling
 KG0479.and adjusted by the National Geodetic Survey in June 1991..
 KG0479
 KG0479.The geoid height was determined by GEOID03.
 KG0479
 KG0479.The dynamic height is computed by dividing the NAVD 88
 KG0479.geopotential number by the normal gravity value computed on the
 KG0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0479.degrees latitude (g = 980.6199 gals.).
 KG0479
 KG0479.The modeled gravity was interpolated from observed gravity values.
 KG0479
 KG0479;                    North         East    Units  Estimated Accuracy
 KG0479;SPC KS N     -   108,040.      240,760.      MT  (+/- 180 meters Scaled)
 KG0479
 KG0479                          SUPERSEDED SURVEY CONTROL
 KG0479
 KG0479  NGVD 29 (02/14/92)  703.070  (m)         2306.66   (f) ADJUSTED    1 2
 KG0479
 KG0479.Superseded values are not recommended for survey control.
 KG0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0479.See file dsdata.txt to determine how the superseded data were derived.
 KG0479
 KG0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ270495(NAD 83)
 KG0479_MARKER: DB = BENCH MARK DISK
 KG0479_SETTING: 66 = SET IN ROCK OUTCROP
 KG0479_SP_SET: ROCK OUTCROP
 KG0479_STAMPING: D 365 1986
 KG0479_MARK LOGO: NGS   
 KG0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KG0479+STABILITY: POSITION/ELEVATION WELL
 KG0479
 KG0479  HISTORY     - Date     Condition        Report By
 KG0479  HISTORY     - 1986     MONUMENTED       NGS
 KG0479
 KG0479                          STATION DESCRIPTION
 KG0479
 KG0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0479'8.0 KM (5.0 MI) SOUTH FROM HILL CITY.
 KG0479'8.01 KM (5.00 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0479'HIGHWAY 24 AT HILL CITY, THENCE 0.10 KM (0.06 MI) EAST ALONG A DIRT
 KG0479'ROAD, IN TOP OF AND 1.5-FEET NORTHEAST OF THE SOUTHWEST CORNER OF A 7
 KG0479'BY 10 FOOT PORTION OF OUTCROP, ON THE INSIDE OF THE THE FIRST TURN IN
 KG0479'THE ROAD, 9.4 METERS (31 FT) SOUTH OF THE CENTER OF THE ROAD AND 1.2
 KG0479'METERS (4 FT) SOUTH OF THE FENCE.
 KG0479'THE MARK IS 1.3 METERS  S FROM  A WITNESS POST
 KG0479'THE MARK IS 2.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1589 ***********************************************************************
 JE1589  DESIGNATION -  D 367
 JE1589  PID         -  JE1589
 JE1589  STATE/COUNTY-  KS/DOUGLAS
 JE1589  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1589
 JE1589                         *CURRENT SURVEY CONTROL
 JE1589  ___________________________________________________________________
 JE1589* NAD 83(1986)-  38 58 26.     (N)    095 14 10.     (W)     SCALED    
 JE1589* NAVD 88     -       250.750  (meters)     822.67   (feet)  ADJUSTED  
 JE1589  ___________________________________________________________________
 JE1589  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE1589  DYNAMIC HT  -         250.586 (meters)     822.13  (feet)  COMP
 JE1589  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 JE1589
 JE1589  VERT ORDER  -  FIRST     CLASS II
 JE1589
 JE1589.The horizontal coordinates were scaled from a topographic map and have
 JE1589.an estimated accuracy of +/- 6 seconds.
 JE1589
 JE1589.The orthometric height was determined by differential leveling
 JE1589.and adjusted by the National Geodetic Survey in June 1991..
 JE1589
 JE1589.The geoid height was determined by GEOID03.
 JE1589
 JE1589.The dynamic height is computed by dividing the NAVD 88
 JE1589.geopotential number by the normal gravity value computed on the
 JE1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1589.degrees latitude (g = 980.6199 gals.).
 JE1589
 JE1589.The modeled gravity was interpolated from observed gravity values.
 JE1589
 JE1589;                    North         East    Units  Estimated Accuracy
 JE1589;SPC KS N     -    74,760.      639,470.      MT  (+/- 180 meters Scaled)
 JE1589
 JE1589                          SUPERSEDED SURVEY CONTROL
 JE1589
 JE1589.No superseded survey control is available for this station.
 JE1589
 JE1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD062162(NAD 83)
 JE1589_MARKER: DB = BENCH MARK DISK
 JE1589_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1589_SP_SET: PIER
 JE1589_STAMPING: D 367 1986
 JE1589_MARK LOGO: NGS   
 JE1589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE1589+STABILITY: POSITION/ELEVATION WELL
 JE1589
 JE1589  HISTORY     - Date     Condition        Report By
 JE1589  HISTORY     - 1986     MONUMENTED       NGS
 JE1589  HISTORY     - 20041207 MARK NOT FOUND   INDIV
 JE1589
 JE1589                          STATION DESCRIPTION
 JE1589
 JE1589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1589'IN LAWRENCE.
 JE1589'IN LAWRENCE, AT THE INTERSECTION OF U.S. HIGHWAY 40 AND THE SANTA FE
 JE1589'RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE FIRST PIER NORTH OF
 JE1589'THE SOUTH ABUTMENT OF THE SOUTH BOUND HIGHWAY BRIDGE SPANNING THE
 JE1589'KANSAS RIVER, AND 18.1 M (59.4 FT) NORTH OF THE NEAR RAIL.
 JE1589'THE MARK IS 1.4 M ABOVE THE GROUND.
 JE1589
 JE1589                          STATION RECOVERY (2004)
 JE1589
 JE1589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 JE1589'FOUND INDENTATION IN CONCRETE ON PIER WHERE MARKER SHOULD BE LOCATED.
 JE1589'NO BRONZE DISK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1082 ***********************************************************************
 KE1082  DESIGNATION -  D 368
 KE1082  PID         -  KE1082
 KE1082  STATE/COUNTY-  KS/DOUGLAS
 KE1082  USGS QUAD   -  PERRY (1975)
 KE1082
 KE1082                         *CURRENT SURVEY CONTROL
 KE1082  ___________________________________________________________________
 KE1082* NAD 83(1986)-  39 02 17.     (N)    095 24 35.     (W)     SCALED    
 KE1082* NAVD 88     -       264.533  (meters)     867.89   (feet)  ADJUSTED  
 KE1082  ___________________________________________________________________
 KE1082  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 KE1082  DYNAMIC HT  -         264.360 (meters)     867.32  (feet)  COMP
 KE1082  MODELED GRAV-     979,969.0   (mgal)                       NAVD 88
 KE1082
 KE1082  VERT ORDER  -  FIRST     CLASS II
 KE1082
 KE1082.The horizontal coordinates were scaled from a topographic map and have
 KE1082.an estimated accuracy of +/- 6 seconds.
 KE1082
 KE1082.The orthometric height was determined by differential leveling
 KE1082.and adjusted by the National Geodetic Survey in June 1991..
 KE1082
 KE1082.The geoid height was determined by GEOID03.
 KE1082
 KE1082.The dynamic height is computed by dividing the NAVD 88
 KE1082.geopotential number by the normal gravity value computed on the
 KE1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1082.degrees latitude (g = 980.6199 gals.).
 KE1082
 KE1082.The modeled gravity was interpolated from observed gravity values.
 KE1082
 KE1082;                    North         East    Units  Estimated Accuracy
 KE1082;SPC KS N     -    81,440.      624,230.      MT  (+/- 180 meters Scaled)
 KE1082
 KE1082                          SUPERSEDED SURVEY CONTROL
 KE1082
 KE1082.No superseded survey control is available for this station.
 KE1082
 KE1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD914237(NAD 83)
 KE1082_MARKER: DV = VERTICAL CONTROL DISK
 KE1082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1082_SP_SET: BRIDGE ABUTMENT
 KE1082_STAMPING: D 368 1986
 KE1082_MARK LOGO: NGS   
 KE1082_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1082+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1997
 KE1082
 KE1082  HISTORY     - Date     Condition        Report By
 KE1082  HISTORY     - 1986     MONUMENTED       NGS
 KE1082  HISTORY     - 19971107 GOOD             NGS
 KE1082
 KE1082                          STATION DESCRIPTION
 KE1082
 KE1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1082'19.4 KM (12.05 MI) WEST FROM LAWRENCE.
 KE1082'15.0 KM (9.3 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KE1082'U.S. HIGHWAY 59 IN LAWRENCE, THENCE 4.4 KM (2.75 MI) NORTH ALONG
 KE1082'COUNTY ROAD 500 E, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END
 KE1082'OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE SPANNING COON CREEK, AND
 KE1082'4.9 M (16.1 FT) EAST OF THE CENTER OF THE ROAD.
 KE1082'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KE1082
 KE1082                          STATION RECOVERY (1997)
 KE1082
 KE1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 KE1082'1.4 KM (0.85 MI) WESTERLY ALONG WOODSON AVENUE AND THEN COUNTY ROAD
 KE1082'2100 NORTH FROM THE POST OFFICE IN LECOMPTON, THENCE 0.6 KM (0.35 MI)
 KE1082'SOUTHERLY ALONG COUNTY ROAD 500 EAST, IN TOP OF AND 0.3 M (1.0 FT)
 KE1082'WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE ROAD BRIDGE
 KE1082'SPANNING COON CREEK, 4.9 M (16.1 FT) EAST OF THE ROAD CENTER, AND 0.3
 KE1082'M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1305 ***********************************************************************
 JF1305  DESIGNATION -  D 369
 JF1305  PID         -  JF1305
 JF1305  STATE/COUNTY-  KS/MCPHERSON
 JF1305  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF1305
 JF1305                         *CURRENT SURVEY CONTROL
 JF1305  ___________________________________________________________________
 JF1305* NAD 83(1986)-  38 17 06.     (N)    097 44 13.     (W)     SCALED    
 JF1305* NAVD 88     -       447.021  (meters)    1466.60   (feet)  ADJUSTED  
 JF1305  ___________________________________________________________________
 JF1305  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF1305  DYNAMIC HT  -         446.690 (meters)    1465.52  (feet)  COMP
 JF1305  MODELED GRAV-     979,875.1   (mgal)                       NAVD 88
 JF1305
 JF1305  VERT ORDER  -  FIRST     CLASS II
 JF1305
 JF1305.The horizontal coordinates were scaled from a topographic map and have
 JF1305.an estimated accuracy of +/- 6 seconds.
 JF1305
 JF1305.The orthometric height was determined by differential leveling
 JF1305.and adjusted by the National Geodetic Survey in June 1991..
 JF1305
 JF1305.The geoid height was determined by GEOID03.
 JF1305
 JF1305.The dynamic height is computed by dividing the NAVD 88
 JF1305.geopotential number by the normal gravity value computed on the
 JF1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1305.degrees latitude (g = 980.6199 gals.).
 JF1305
 JF1305.The modeled gravity was interpolated from observed gravity values.
 JF1305
 JF1305;                    North         East    Units  Estimated Accuracy
 JF1305;SPC KS S     -   579,890.      466,760.      MT  (+/- 180 meters Scaled)
 JF1305
 JF1305                          SUPERSEDED SURVEY CONTROL
 JF1305
 JF1305.No superseded survey control is available for this station.
 JF1305
 JF1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH104381(NAD 83)
 JF1305_MARKER: I = METAL ROD
 JF1305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JF1305_SP_SET: STAINLESS STEEL ROD
 JF1305_STAMPING: D 369 1986
 JF1305_MARK LOGO: NGS   
 JF1305_PROJECTION: FLUSH
 JF1305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1305_ROD/PIPE-DEPTH: 21.9 meters
 JF1305
 JF1305  HISTORY     - Date     Condition        Report By
 JF1305  HISTORY     - 1986     MONUMENTED       NGS
 JF1305
 JF1305                          STATION DESCRIPTION
 JF1305
 JF1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1305'9.1 KM (5.65 MI) SW FROM MCPHERSON.
 JF1305'9.1 KM (5.65 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 JF1305'FROM ITS JUNCTION WITH THE UNION PACIFIC RAILROAD IN MCPHERSON, 24.3 M
 JF1305'(79.7 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 61, 10.9 M
 JF1305'(35.8 FT) NORTHWEST OF THE NEAR RAIL, 5.1 M (16.7 FT) SOUTHWEST OF A
 JF1305'FIELD ENTRANCE, AND 1.1 M (3.6 FT) SOUTHWEST OF A UTILITY POLE.
 JF1305'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JF1305'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JF1305'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0019 ***********************************************************************
 JH0019  DESIGNATION -  D 37
 JH0019  PID         -  JH0019
 JH0019  STATE/COUNTY-  KS/LANE
 JH0019  USGS QUAD   -  SHIELDS (1974)
 JH0019
 JH0019                         *CURRENT SURVEY CONTROL
 JH0019  ___________________________________________________________________
 JH0019* NAD 83(1986)-  38 36 56.     (N)    100 26 42.     (W)     SCALED    
 JH0019* NAVD 88     -       848.412  (meters)    2783.50   (feet)  ADJUSTED  
 JH0019  ___________________________________________________________________
 JH0019  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 JH0019  DYNAMIC HT  -         847.718 (meters)    2781.22  (feet)  COMP
 JH0019  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 JH0019
 JH0019  VERT ORDER  -  SECOND    CLASS 0
 JH0019
 JH0019.The horizontal coordinates were scaled from a topographic map and have
 JH0019.an estimated accuracy of +/- 6 seconds.
 JH0019
 JH0019.The orthometric height was determined by differential leveling
 JH0019.and adjusted by the National Geodetic Survey in June 1991..
 JH0019
 JH0019.The geoid height was determined by GEOID03.
 JH0019
 JH0019.The dynamic height is computed by dividing the NAVD 88
 JH0019.geopotential number by the normal gravity value computed on the
 JH0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0019.degrees latitude (g = 980.6199 gals.).
 JH0019
 JH0019.The modeled gravity was interpolated from observed gravity values.
 JH0019
 JH0019;                    North         East    Units  Estimated Accuracy
 JH0019;SPC KS S     -   618,070.      230,610.      MT  (+/- 180 meters Scaled)
 JH0019
 JH0019                          SUPERSEDED SURVEY CONTROL
 JH0019
 JH0019  NGVD 29 (??/??/92)  848.109  (m)         2782.50   (f) ADJ UNCH    2 0
 JH0019
 JH0019.Superseded values are not recommended for survey control.
 JH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0019.See file dsdata.txt to determine how the superseded data were derived.
 JH0019
 JH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH741751(NAD 83)
 JH0019_MARKER: DB = BENCH MARK DISK
 JH0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0019_STAMPING: D 37 1934
 JH0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0019+STABILITY: SURFACE MOTION
 JH0019
 JH0019  HISTORY     - Date     Condition        Report By
 JH0019  HISTORY     - 1934     MONUMENTED       CGS
 JH0019
 JH0019                          STATION DESCRIPTION
 JH0019
 JH0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0019'AT SHIELDS.
 JH0019'AT SHIELDS, LANE COUNTY, 45 FEET NORTH OF THE NORTH SIDE OF THE
 JH0019'MISSOURI PACIFIC RAILROAD STATION, 51 FEET SOUTH OF THE CENTERLINE
 JH0019'OF A COUNTY ROAD, 50 FEET EAST OF THE CENTERLINE OF THE MAIN
 JH0019'STREET, AND 31 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.
 JH0019'A STANDARD DISK, STAMPED D 37 1934, AND SET IN THE TOP OF A
 JH0019'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0764 ***********************************************************************
 KF0764  DESIGNATION -  D 370
 KF0764  PID         -  KF0764
 KF0764  STATE/COUNTY-  KS/RILEY
 KF0764  USGS QUAD   -  OGDEN (1982)
 KF0764
 KF0764                         *CURRENT SURVEY CONTROL
 KF0764  ___________________________________________________________________
 KF0764* NAD 83(1986)-  39 06 56.     (N)    096 42 02.     (W)     SCALED    
 KF0764* NAVD 88     -       321.406  (meters)    1054.48   (feet)  ADJUSTED  
 KF0764  ___________________________________________________________________
 KF0764  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 KF0764  DYNAMIC HT  -         321.189 (meters)    1053.77  (feet)  COMP
 KF0764  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 KF0764
 KF0764  VERT ORDER  -  FIRST     CLASS II
 KF0764
 KF0764.The horizontal coordinates were scaled from a topographic map and have
 KF0764.an estimated accuracy of +/- 6 seconds.
 KF0764
 KF0764.The orthometric height was determined by differential leveling
 KF0764.and adjusted by the National Geodetic Survey in June 1991..
 KF0764
 KF0764.The geoid height was determined by GEOID03.
 KF0764
 KF0764.The dynamic height is computed by dividing the NAVD 88
 KF0764.geopotential number by the normal gravity value computed on the
 KF0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0764.degrees latitude (g = 980.6199 gals.).
 KF0764
 KF0764.The modeled gravity was interpolated from observed gravity values.
 KF0764
 KF0764;                    North         East    Units  Estimated Accuracy
 KF0764;SPC KS N     -    87,640.      512,370.      MT  (+/- 180 meters Scaled)
 KF0764
 KF0764                          SUPERSEDED SURVEY CONTROL
 KF0764
 KF0764.No superseded survey control is available for this station.
 KF0764
 KF0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ988321(NAD 83)
 KF0764_MARKER: DB = BENCH MARK DISK
 KF0764_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KF0764_SP_SET: PIER
 KF0764_STAMPING: D 370 1986
 KF0764_MARK LOGO: NGS   
 KF0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0764+STABILITY: POSITION/ELEVATION WELL
 KF0764
 KF0764  HISTORY     - Date     Condition        Report By
 KF0764  HISTORY     - 1986     MONUMENTED       NGS
 KF0764
 KF0764                          STATION DESCRIPTION
 KF0764
 KF0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0764'15.0 KM (9.3 MI) WEST FROM MANHATTAN.
 KF0764'15.0 KM (9.3 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0764'STATION IN MANHATTAN, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST
 KF0764'SOUTHWESTERLY 1 OF 3 COLUMNS OF THE 1ST PIER NORTHWEST OF THE
 KF0764'SOUTHEAST ABUTMENT OF STATE HIGHWAY 18 OVERPASS OF THE RAILROAD, AND
 KF0764'4.6 M (15.1 FT) SOUTHWEST OF THE NEAR RAIL.
 KF0764'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1587 ***********************************************************************
 JE1587  DESIGNATION -  D 371
 JE1587  PID         -  JE1587
 JE1587  STATE/COUNTY-  KS/DOUGLAS
 JE1587  USGS QUAD   -  LAWRENCE WEST (1991)
 JE1587
 JE1587                         *CURRENT SURVEY CONTROL
 JE1587  ___________________________________________________________________
 JE1587* NAD 83(1986)-  38 58 25.     (N)    095 15 24.     (W)     SCALED    
 JE1587* NAVD 88     -       276.033  (meters)     905.62   (feet)  ADJUSTED  
 JE1587  ___________________________________________________________________
 JE1587  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JE1587  DYNAMIC HT  -         275.853 (meters)     905.03  (feet)  COMP
 JE1587  MODELED GRAV-     979,968.2   (mgal)                       NAVD 88
 JE1587
 JE1587  VERT ORDER  -  FIRST     CLASS II
 JE1587
 JE1587.The horizontal coordinates were scaled from a topographic map and have
 JE1587.an estimated accuracy of +/- 6 seconds.
 JE1587
 JE1587.The orthometric height was determined by differential leveling
 JE1587.and adjusted by the National Geodetic Survey in June 1991..
 JE1587
 JE1587.The geoid height was determined by GEOID03.
 JE1587
 JE1587.The dynamic height is computed by dividing the NAVD 88
 JE1587.geopotential number by the normal gravity value computed on the
 JE1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1587.degrees latitude (g = 980.6199 gals.).
 JE1587
 JE1587.The modeled gravity was interpolated from observed gravity values.
 JE1587
 JE1587;                    North         East    Units  Estimated Accuracy
 JE1587;SPC KS N     -    74,680.      637,690.      MT  (+/- 180 meters Scaled)
 JE1587
 JE1587                          SUPERSEDED SURVEY CONTROL
 JE1587
 JE1587.No superseded survey control is available for this station.
 JE1587
 JE1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD045162(NAD 83)
 JE1587_MARKER: I = METAL ROD
 JE1587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JE1587_SP_SET: STAINLESS STEEL ROD
 JE1587_STAMPING: D 371 1986
 JE1587_MARK LOGO: NGS   
 JE1587_PROJECTION: RECESSED 1 CENTIMETERS
 JE1587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1587_ROD/PIPE-DEPTH: 6.1  meters
 JE1587
 JE1587  HISTORY     - Date     Condition        Report By
 JE1587  HISTORY     - 1986     MONUMENTED       NGS
 JE1587
 JE1587                          STATION DESCRIPTION
 JE1587
 JE1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1587'IN LAWRENCE.
 JE1587'IN LAWRENCE, AT THE INTERSECTION OF 6TH AND COLORADO STREETS, 56.1 M
 JE1587'(184.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF 6TH
 JE1587'STREET, 13.0 M (42.7 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JE1587'JAY HAWK BOWLING AND SUPPLY COMPANY, 7.2 M (23.6 FT) EAST OF THE
 JE1587'CENTER OF COLORADO STREET, 4.1 M (13.5 FT) SOUTH OF THE SOUTH EDGE OF
 JE1587'A SIDEWALK, AND 1.2 M (3.9 FT) NORTH OF A UTILITY POLE WITH A GUY
 JE1587'WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JE1587'THE MARK IS 0.2 M ABOVE COLORADO STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1093 ***********************************************************************
 KE1093  DESIGNATION -  D 372
 KE1093  PID         -  KE1093
 KE1093  STATE/COUNTY-  KS/JOHNSON
 KE1093  USGS QUAD   -  EDWARDSVILLE (1991)
 KE1093
 KE1093                         *CURRENT SURVEY CONTROL
 KE1093  ___________________________________________________________________
 KE1093* NAD 83(1986)-  39 00 31.     (N)    094 45 40.     (W)     SCALED    
 KE1093* NAVD 88     -       311.438  (meters)    1021.78   (feet)  ADJUSTED  
 KE1093  ___________________________________________________________________
 KE1093  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KE1093  DYNAMIC HT  -         311.233 (meters)    1021.10  (feet)  COMP
 KE1093  MODELED GRAV-     979,961.1   (mgal)                       NAVD 88
 KE1093
 KE1093  VERT ORDER  -  FIRST     CLASS II
 KE1093
 KE1093.The horizontal coordinates were scaled from a topographic map and have
 KE1093.an estimated accuracy of +/- 6 seconds.
 KE1093
 KE1093.The orthometric height was determined by differential leveling
 KE1093.and adjusted by the National Geodetic Survey in June 1991..
 KE1093
 KE1093.The geoid height was determined by GEOID03.
 KE1093
 KE1093.The dynamic height is computed by dividing the NAVD 88
 KE1093.geopotential number by the normal gravity value computed on the
 KE1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1093.degrees latitude (g = 980.6199 gals.).
 KE1093
 KE1093.The modeled gravity was interpolated from observed gravity values.
 KE1093
 KE1093;                    North         East    Units  Estimated Accuracy
 KE1093;SPC KS N     -    79,980.      680,470.      MT  (+/- 180 meters Scaled)
 KE1093
 KE1093                          SUPERSEDED SURVEY CONTROL
 KE1093
 KE1093.No superseded survey control is available for this station.
 KE1093
 KE1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD475192(NAD 83)
 KE1093_MARKER: DB = BENCH MARK DISK
 KE1093_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1093_SP_SET: PIER
 KE1093_STAMPING: D 372 1986
 KE1093_MARK LOGO: NGS   
 KE1093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1093
 KE1093  HISTORY     - Date     Condition        Report By
 KE1093  HISTORY     - 1986     MONUMENTED       NGS
 KE1093  HISTORY     - 20051211 MARK NOT FOUND   GEOCAC
 KE1093
 KE1093                          STATION DESCRIPTION
 KE1093
 KE1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1093'6.1 KM (3.8 MI) WEST FROM SHAWNEE.
 KE1093'6.1 KM (3.8 MI) WESTERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION WITH
 KE1093'INTERSTATE HIGHWAY 35 IN SHAWNEE, SET VERTICALLY IN THE EAST FACE OF
 KE1093'THE CENTER PIER OF THE LACKMAN ROAD OVERPASS OF THE HIGHWAY, 12.9 M
 KE1093'(42.3 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 KE1093'HIGHWAY, AND 12.8 M (42.0 FT) NORTH OF THE CENTERLINE OF THE EAST
 KE1093'BOUND LANES OF THE HIGHWAY.
 KE1093'THE MARK IS 1.4 M ABOVE THE GROUND.
 KE1093
 KE1093                          STATION RECOVERY (2005)
 KE1093
 KE1093'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1093'THE SINGLE COLUMN PIER HAS BEEN REPLACED BY A FOUR COLUMN PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5896 ***********************************************************************
 AA5896  DESIGNATION -  D 374
 AA5896  PID         -  AA5896
 AA5896  STATE/COUNTY-  KS/JOHNSON
 AA5896  USGS QUAD   -  OLATHE (1991)
 AA5896
 AA5896                         *CURRENT SURVEY CONTROL
 AA5896  ___________________________________________________________________
 AA5896* NAD 83(1986)-  38 53 01.     (N)    094 50 05.     (W)     SCALED    
 AA5896* NAVD 88     -       300.139  (meters)     984.71   (feet)  ADJUSTED  
 AA5896  ___________________________________________________________________
 AA5896  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 AA5896  DYNAMIC HT  -         299.938 (meters)     984.05  (feet)  COMP
 AA5896  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 AA5896
 AA5896  VERT ORDER  -  FIRST     CLASS II
 AA5896
 AA5896.The horizontal coordinates were scaled from a topographic map and have
 AA5896.an estimated accuracy of +/- 6 seconds.
 AA5896
 AA5896.The orthometric height was determined by differential leveling
 AA5896.and adjusted by the National Geodetic Survey in April 2001..
 AA5896
 AA5896.The geoid height was determined by GEOID03.
 AA5896
 AA5896.The dynamic height is computed by dividing the NAVD 88
 AA5896.geopotential number by the normal gravity value computed on the
 AA5896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5896.degrees latitude (g = 980.6199 gals.).
 AA5896
 AA5896.The modeled gravity was interpolated from observed gravity values.
 AA5896
 AA5896;                    North         East    Units  Estimated Accuracy
 AA5896;SPC KS N     -    65,890.      674,580.      MT  (+/- 180 meters Scaled)
 AA5896
 AA5896                          SUPERSEDED SURVEY CONTROL
 AA5896
 AA5896.No superseded survey control is available for this station.
 AA5896
 AA5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD408054(NAD 83)
 AA5896_MARKER: DD = SURVEY DISK
 AA5896_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA5896_SP_SET: MASSIVE CULVERT HEADWALL
 AA5896_STAMPING: D 374 1995
 AA5896_MARK LOGO: NOS   
 AA5896_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5896
 AA5896  HISTORY     - Date     Condition        Report By
 AA5896  HISTORY     - 1995     MONUMENTED       NGS
 AA5896  HISTORY     - 20060422 GOOD             GEOCAC
 AA5896
 AA5896                          STATION DESCRIPTION
 AA5896
 AA5896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RPB)
 AA5896'THE STATION IS LOCATED NEAR THE NW CORNER OF THE INTERSECTION OF SANTA
 AA5896'FE/PRAIRIE CENTER AND HWY K-7 IN OLATHE IN THE HEADWALL OF A MASSIVE
 AA5896'DRAINAGE CULVERT.  TO REACH THE STATION FROM THE JOHNSON COUNTY
 AA5896'COURTHOUSE ON OLATHE, PROCEED WEST ON SANTA FE FOR 0.85 MI (1.37 KM)
 AA5896'TO THE STATION ON THE RIGHT JUST WEST OF THE INTERSECTION.  THE
 AA5896'STATION IS DOWN THE HILL AT THE BOTTOM OF THE RIGHT-OF-WAY.  THE
 AA5896'STATION IS A STANDARD BRASS NOS SURVEY DISK SET NTO A DRILL HOLE AT
 AA5896'THE CENTER OF A MASSIVE CULVERT HEADWALL.  IT IS 26.99 M (88.55 FT)
 AA5896'NORTH OF THE NORTH EDGE OF THE SIDEWALK ON THE NORTH SIDE OF PRAIRIE
 AA5896'CENTER, 25.05 M (82.18 FT) WEST OF THE EAST EDGE OF THE CURB ON THE
 AA5896'WEST SIDE OF K-7, AND 3.34 M (10.96 FT) SOUTH OF THE NORTH END OF THE
 AA5896'HEADWALL.
 AA5896
 AA5896                          STATION RECOVERY (2006)
 AA5896
 AA5896'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AA5896'HH2 N38 53 02.9 W94 50 06.4 (NAD83)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8180 ***********************************************************************
 AE8180  DESIGNATION -  D 375
 AE8180  PID         -  AE8180
 AE8180  STATE/COUNTY-  KS/JEFFERSON
 AE8180  USGS QUAD   -  PERRY (1975)
 AE8180
 AE8180                         *CURRENT SURVEY CONTROL
 AE8180  ___________________________________________________________________
 AE8180* NAD 83(1986)-  39 04 44.     (N)    095 22 58.     (W)     SCALED    
 AE8180* NAVD 88     -       259.198  (meters)     850.39   (feet)  ADJUSTED  
 AE8180  ___________________________________________________________________
 AE8180  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 AE8180  DYNAMIC HT  -         259.031 (meters)     849.84  (feet)  COMP
 AE8180  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 AE8180
 AE8180  VERT ORDER  -  FIRST     CLASS II
 AE8180
 AE8180.The horizontal coordinates were scaled from a topographic map and have
 AE8180.an estimated accuracy of +/- 6 seconds.
 AE8180
 AE8180.The orthometric height was determined by differential leveling
 AE8180.and adjusted by the National Geodetic Survey in July 2002..
 AE8180
 AE8180.The geoid height was determined by GEOID03.
 AE8180
 AE8180.The dynamic height is computed by dividing the NAVD 88
 AE8180.geopotential number by the normal gravity value computed on the
 AE8180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8180.degrees latitude (g = 980.6199 gals.).
 AE8180
 AE8180.The modeled gravity was interpolated from observed gravity values.
 AE8180
 AE8180;                    North         East    Units  Estimated Accuracy
 AE8180;SPC KS N     -    86,040.      626,430.      MT  (+/- 180 meters Scaled)
 AE8180
 AE8180                          SUPERSEDED SURVEY CONTROL
 AE8180
 AE8180.No superseded survey control is available for this station.
 AE8180
 AE8180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD938282(NAD 83)
 AE8180_MARKER: I = METAL ROD
 AE8180_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8180_STAMPING: D 375 1997
 AE8180_MARK LOGO: NGS   
 AE8180_PROJECTION: FLUSH
 AE8180_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8180+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8180_ROD/PIPE-DEPTH: 17.7 meters
 AE8180_SLEEVE-DEPTH  : 0.9 meters
 AE8180
 AE8180  HISTORY     - Date     Condition        Report By
 AE8180  HISTORY     - 1997     MONUMENTED       NGS
 AE8180
 AE8180                          STATION DESCRIPTION
 AE8180
 AE8180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE8180'0.3 KM (0.20 MI) EASTERLY ALONG WOODSON AVENUE FROM THE POST OFFICE IN
 AE8180'LECOMPTON, THENCE 4.0 KM (2.50 MI) NORTHERLY ALONG COUNTY ROAD 600
 AE8180'EAST AND THEN LECOMPTON ROAD, 25.5 M (83.7 FT) WEST OF THE ROAD
 AE8180'CENTER, 23.9 M (78.4 FT) SOUTH OF THE CENTERLINE OF U.S.  HIGHWAY 24,
 AE8180'5.6 M (18.4 FT) SOUTH OF A FENCE CORNER, 0.6 M (2.0 FT) EAST OF A
 AE8180'WITNESS POST AND A FENCE ENCLOSING THE PERRY-LECOMPTON HIGH SCHOOL,
 AE8180'AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 AE8180'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE8180'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0262 ***********************************************************************
 JG0262  DESIGNATION -  D 38
 JG0262  PID         -  JG0262
 JG0262  STATE/COUNTY-  KS/BARTON
 JG0262  USGS QUAD   -  HOISINGTON (1969)
 JG0262
 JG0262                         *CURRENT SURVEY CONTROL
 JG0262  ___________________________________________________________________
 JG0262* NAD 83(1986)-  38 35 38.     (N)    098 50 55.     (W)     SCALED    
 JG0262* NAVD 88     -       602.132  (meters)    1975.49   (feet)  ADJUSTED  
 JG0262  ___________________________________________________________________
 JG0262  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0262  DYNAMIC HT  -         601.692 (meters)    1974.05  (feet)  COMP
 JG0262  MODELED GRAV-     979,878.2   (mgal)                       NAVD 88
 JG0262
 JG0262  VERT ORDER  -  FIRST     CLASS II
 JG0262
 JG0262.The horizontal coordinates were scaled from a topographic map and have
 JG0262.an estimated accuracy of +/- 6 seconds.
 JG0262
 JG0262.The orthometric height was determined by differential leveling
 JG0262.and adjusted by the National Geodetic Survey in June 1991..
 JG0262
 JG0262.The geoid height was determined by GEOID03.
 JG0262
 JG0262.The dynamic height is computed by dividing the NAVD 88
 JG0262.geopotential number by the normal gravity value computed on the
 JG0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0262.degrees latitude (g = 980.6199 gals.).
 JG0262
 JG0262.The modeled gravity was interpolated from observed gravity values.
 JG0262
 JG0262;                    North         East    Units  Estimated Accuracy
 JG0262;SPC KS S     -   613,960.      369,630.      MT  (+/- 180 meters Scaled)
 JG0262
 JG0262                          SUPERSEDED SURVEY CONTROL
 JG0262
 JG0262  NGVD 29 (??/??/92)  601.900  (m)         1974.73   (f) ADJ UNCH    1 2
 JG0262
 JG0262.Superseded values are not recommended for survey control.
 JG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0262.See file dsdata.txt to determine how the superseded data were derived.
 JG0262
 JG0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH131717(NAD 83)
 JG0262_MARKER: DB = BENCH MARK DISK
 JG0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0262+STABILITY: SURFACE MOTION
 JG0262
 JG0262  HISTORY     - Date     Condition        Report By
 JG0262  HISTORY     - UNK      MONUMENTED       CGS
 JG0262  HISTORY     - 1934     GOOD             NGS
 JG0262  HISTORY     - 1962     GOOD             NGS
 JG0262
 JG0262                          STATION DESCRIPTION
 JG0262
 JG0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0262'5.1 MI N FROM BOYD.
 JG0262'5.1 MILES NORTH OF BOYD, 60 FT. WEST OF HIGHWAY 8, 21 FT. SOUTH
 JG0262'OF CENTERLINE OF EAST AND WEST ROAD, 237 FT. SOUTHWEST OF
 JG0262'SOUTHWEST CORNER OF DIST. SCHOOL 78.  NOTE-- THIS MARK IS 4 MI
 JG0262'N OF JUNCTION OF U.S. HWY 281 AND ST. HWY 4.
 JG0262
 JG0262                          STATION RECOVERY (1962)
 JG0262
 JG0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JG0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0886 ***********************************************************************
 HF0886  DESIGNATION -  D 39
 HF0886  PID         -  HF0886
 HF0886  STATE/COUNTY-  KS/SEDGWICK
 HF0886  USGS QUAD   -  CLEARWATER (1975)
 HF0886
 HF0886                         *CURRENT SURVEY CONTROL
 HF0886  ___________________________________________________________________
 HF0886* NAD 83(1986)-  37 31 04.     (N)    097 36 31.     (W)     SCALED    
 HF0886* NAVD 88     -       391.945  (meters)    1285.91   (feet)  ADJUSTED  
 HF0886  ___________________________________________________________________
 HF0886  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HF0886  DYNAMIC HT  -         391.624 (meters)    1284.85  (feet)  COMP
 HF0886  MODELED GRAV-     979,801.9   (mgal)                       NAVD 88
 HF0886
 HF0886  VERT ORDER  -  SECOND    CLASS 0
 HF0886
 HF0886.The horizontal coordinates were scaled from a topographic map and have
 HF0886.an estimated accuracy of +/- 6 seconds.
 HF0886
 HF0886.The orthometric height was determined by differential leveling
 HF0886.and adjusted by the National Geodetic Survey in June 1991..
 HF0886
 HF0886.The geoid height was determined by GEOID03.
 HF0886
 HF0886.The dynamic height is computed by dividing the NAVD 88
 HF0886.geopotential number by the normal gravity value computed on the
 HF0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0886.degrees latitude (g = 980.6199 gals.).
 HF0886
 HF0886.The modeled gravity was interpolated from observed gravity values.
 HF0886
 HF0886;                    North         East    Units  Estimated Accuracy
 HF0886;SPC KS S     -   494,840.      478,800.      MT  (+/- 180 meters Scaled)
 HF0886
 HF0886                          SUPERSEDED SURVEY CONTROL
 HF0886
 HF0886  NGVD 29 (??/??/92)  391.820  (m)         1285.50   (f) ADJ UNCH    2 0
 HF0886
 HF0886.Superseded values are not recommended for survey control.
 HF0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0886.See file dsdata.txt to determine how the superseded data were derived.
 HF0886
 HF0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG229532(NAD 83)
 HF0886_MARKER: DB = BENCH MARK DISK
 HF0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0886_STAMPING: D 39 1934
 HF0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0886+STABILITY: SURFACE MOTION
 HF0886
 HF0886  HISTORY     - Date     Condition        Report By
 HF0886  HISTORY     - 1934     MONUMENTED       CGS
 HF0886  HISTORY     - 1948     MARK NOT FOUND   NGS
 HF0886
 HF0886                          STATION DESCRIPTION
 HF0886
 HF0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HF0886'2.8 MI E FROM VIOLA.
 HF0886'2.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0886'FROM VIOLA, SEDGWICK COUNTY, AT MILEAGE 228.15, 10.0 FEET WEST
 HF0886'OF THE WEST END OF THE BRIDGE OVER NINESCAH RIVER, 55.0 FEET
 HF0886'NORTHWEST OF THE CENTER OF A PRIVATE-ROAD CROSSING, 28.0 FEET
 HF0886'WEST OF THE CENTERLINE OF THE ROADWAY, 48.0 FEET NORTH OF THE
 HF0886'CENTERLINE OF THE TRACK, AND 2.0 FEET SOUTH OF A FENCE.  A STANDARD
 HF0886'DISK, STAMPED D 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0886'NOTE-- THIS MARK WAS PROBABLY DESTROYED OR COVERED WHEN
 HF0886'K-42 STATE HIGHWAY WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1084 ***********************************************************************
 JF1084  DESIGNATION -  D 4
 JF1084  PID         -  JF1084
 JF1084  STATE/COUNTY-  KS/MCPHERSON
 JF1084  USGS QUAD   -  LINDSBORG (1979)
 JF1084
 JF1084                         *CURRENT SURVEY CONTROL
 JF1084  ___________________________________________________________________
 JF1084* NAD 83(1986)-  38 34 17.     (N)    097 40 20.     (W)     SCALED    
 JF1084* NAVD 88     -       407.344  (meters)    1336.43   (feet)  ADJUSTED  
 JF1084  ___________________________________________________________________
 JF1084  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 JF1084  DYNAMIC HT  -         407.058 (meters)    1335.49  (feet)  COMP
 JF1084  MODELED GRAV-     979,912.7   (mgal)                       NAVD 88
 JF1084
 JF1084  VERT ORDER  -  FIRST     CLASS II
 JF1084
 JF1084.The horizontal coordinates were scaled from a topographic map and have
 JF1084.an estimated accuracy of +/- 6 seconds.
 JF1084
 JF1084.The orthometric height was determined by differential leveling
 JF1084.and adjusted by the National Geodetic Survey in June 1991..
 JF1084
 JF1084.The geoid height was determined by GEOID03.
 JF1084
 JF1084.The dynamic height is computed by dividing the NAVD 88
 JF1084.geopotential number by the normal gravity value computed on the
 JF1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1084.degrees latitude (g = 980.6199 gals.).
 JF1084
 JF1084.The modeled gravity was interpolated from observed gravity values.
 JF1084
 JF1084;                    North         East    Units  Estimated Accuracy
 JF1084;SPC KS S     -   611,720.      472,140.      MT  (+/- 180 meters Scaled)
 JF1084
 JF1084                          SUPERSEDED SURVEY CONTROL
 JF1084
 JF1084  NGVD 29 (??/??/92)  407.217  (m)         1336.01   (f) ADJ UNCH    1 2
 JF1084
 JF1084.Superseded values are not recommended for survey control.
 JF1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1084.See file dsdata.txt to determine how the superseded data were derived.
 JF1084
 JF1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH156700(NAD 83)
 JF1084_MARKER: B = BOLT
 JF1084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1084_SP_SET: BUILDING
 JF1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1084
 JF1084  HISTORY     - Date     Condition        Report By
 JF1084  HISTORY     - UNK      MONUMENTED       CGS
 JF1084  HISTORY     - 1952     GOOD             NGS
 JF1084  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF1084
 JF1084                          STATION DESCRIPTION
 JF1084
 JF1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JF1084'AT LINDSBORG.
 JF1084'AT LINDSBORG, 66.4 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 JF1084'MAIN MILL OF THE RODNEY MILLING COMPANY, 4.1 FEET ABOVE THE
 JF1084'GROUND, 52 FEET WEST OF MILEPOST 21 ON THE UNION PACIFIC
 JF1084'RAILROAD, SET VERTICALLY IN THE EAST WALL OF THE MILL.
 JF1084
 JF1084                          STATION RECOVERY (1986)
 JF1084
 JF1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0292 ***********************************************************************
 HF0292  DESIGNATION -  D 40
 HF0292  PID         -  HF0292
 HF0292  STATE/COUNTY-  KS/BUTLER
 HF0292  USGS QUAD   -  LEON (1979)
 HF0292
 HF0292                         *CURRENT SURVEY CONTROL
 HF0292  ___________________________________________________________________
 HF0292* NAD 83(1986)-  37 41 29.     (N)    096 48 27.     (W)     SCALED    
 HF0292* NAVD 88     -       421.096  (meters)    1381.55   (feet)  ADJUSTED  
 HF0292  ___________________________________________________________________
 HF0292  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 HF0292  DYNAMIC HT  -         420.765 (meters)    1380.46  (feet)  COMP
 HF0292  MODELED GRAV-     979,831.6   (mgal)                       NAVD 88
 HF0292
 HF0292  VERT ORDER  -  SECOND    CLASS 0
 HF0292
 HF0292.The horizontal coordinates were scaled from a topographic map and have
 HF0292.an estimated accuracy of +/- 6 seconds.
 HF0292
 HF0292.The orthometric height was determined by differential leveling
 HF0292.and adjusted by the National Geodetic Survey in June 1991..
 HF0292
 HF0292.The geoid height was determined by GEOID03.
 HF0292
 HF0292.The dynamic height is computed by dividing the NAVD 88
 HF0292.geopotential number by the normal gravity value computed on the
 HF0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0292.degrees latitude (g = 980.6199 gals.).
 HF0292
 HF0292.The modeled gravity was interpolated from observed gravity values.
 HF0292
 HF0292;                    North         East    Units  Estimated Accuracy
 HF0292;SPC KS S     -   515,080.      549,260.      MT  (+/- 180 meters Scaled)
 HF0292
 HF0292                          SUPERSEDED SURVEY CONTROL
 HF0292
 HF0292  NGVD 29 (??/??/92)  420.961  (m)         1381.10   (f) ADJ UNCH    2 0
 HF0292
 HF0292.Superseded values are not recommended for survey control.
 HF0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0292.See file dsdata.txt to determine how the superseded data were derived.
 HF0292
 HF0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG933738(NAD 83)
 HF0292_MARKER: DB = BENCH MARK DISK
 HF0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0292_STAMPING: D 40 1934
 HF0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0292+STABILITY: SURFACE MOTION
 HF0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF0292+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 HF0292
 HF0292  HISTORY     - Date     Condition        Report By
 HF0292  HISTORY     - 1934     MONUMENTED       CGS
 HF0292  HISTORY     - 1962     GOOD             NGS
 HF0292  HISTORY     - 19910129 POOR             USPSQD
 HF0292  HISTORY     - 20060817 GOOD             INDIV
 HF0292
 HF0292                          STATION DESCRIPTION
 HF0292
 HF0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0292'1.8 MI W FROM LEON.
 HF0292'1.8 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0292'LEON, AT MILEAGE 474.50, AT A ROAD CROSSING, 28 FEET WEST OF THE
 HF0292'CENTERLINE OF THE ROAD, AND 41 FEET SOUTH OF THE CENTERLINE
 HF0292'OF THE TRACK.  A STANDARD DISK, STAMPED D 40 1934 AND SET IN
 HF0292'THE TOP OF A CONCRETE POST.
 HF0292
 HF0292                          STATION RECOVERY (1991)
 HF0292
 HF0292'RECOVERY NOTE BY US POWER SQUADRON 1991 (RC)
 HF0292'MARK RECOVERED IN POOR CONDITION.
 HF0292
 HF0292                          STATION RECOVERY (2006)
 HF0292
 HF0292'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0292'RAILROAD TRACKS AND MARKERS NO LONGER PRESENT.  NEW SITE LOCATION AS
 HF0292'FOLLOWS -
 HF0292' 
 HF0292'T 27 S, R 6 E, 0.1 MILE S OF CORNER SECTIONS 17, 18, 19 AND 20, 28 FT.
 HF0292'W OF CENTERLINE OF ROAD AND 41 FT. S OF CENTERLINE OF ABANDONED
 HF0292'RAILROAD TRACK BED, UNDERNEATH LARGE CEDAR TREE, IN CONCRETE POST
 HF0292'PROJECTING 1 FT. ABOVE GROUND, STANDARD TABLET STAMPED 'D 40 1934'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0296 ***********************************************************************
 HG0296  DESIGNATION -  D 41
 HG0296  PID         -  HG0296
 HG0296  STATE/COUNTY-  KS/STAFFORD
 HG0296  USGS QUAD   -  STAFFORD NW (1972)
 HG0296
 HG0296                         *CURRENT SURVEY CONTROL
 HG0296  ___________________________________________________________________
 HG0296* NAD 83(1986)-  37 58 13.     (N)    098 44 49.     (W)     SCALED    
 HG0296* NAVD 88     -       584.203  (meters)    1916.67   (feet)  ADJUSTED  
 HG0296  ___________________________________________________________________
 HG0296  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 HG0296  DYNAMIC HT  -         583.741 (meters)    1915.16  (feet)  COMP
 HG0296  MODELED GRAV-     979,819.0   (mgal)                       NAVD 88
 HG0296
 HG0296  VERT ORDER  -  SECOND    CLASS 0
 HG0296
 HG0296.The horizontal coordinates were scaled from a topographic map and have
 HG0296.an estimated accuracy of +/- 6 seconds.
 HG0296
 HG0296.The orthometric height was determined by differential leveling
 HG0296.and adjusted by the National Geodetic Survey in June 1991..
 HG0296
 HG0296.The geoid height was determined by GEOID03.
 HG0296
 HG0296.The dynamic height is computed by dividing the NAVD 88
 HG0296.geopotential number by the normal gravity value computed on the
 HG0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0296.degrees latitude (g = 980.6199 gals.).
 HG0296
 HG0296.The modeled gravity was interpolated from observed gravity values.
 HG0296
 HG0296;                    North         East    Units  Estimated Accuracy
 HG0296;SPC KS S     -   544,710.      378,300.      MT  (+/- 180 meters Scaled)
 HG0296
 HG0296                          SUPERSEDED SURVEY CONTROL
 HG0296
 HG0296  NGVD 29 (??/??/92)  583.960  (m)         1915.88   (f) ADJ UNCH    2 0
 HG0296
 HG0296.Superseded values are not recommended for survey control.
 HG0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0296.See file dsdata.txt to determine how the superseded data were derived.
 HG0296
 HG0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH222025(NAD 83)
 HG0296_MARKER: DB = BENCH MARK DISK
 HG0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0296+STABILITY: SURFACE MOTION
 HG0296
 HG0296  HISTORY     - Date     Condition        Report By
 HG0296  HISTORY     - UNK      MONUMENTED       CGS
 HG0296  HISTORY     - 1934     GOOD             NGS
 HG0296  HISTORY     - 1939     GOOD             NGS
 HG0296
 HG0296                          STATION DESCRIPTION
 HG0296
 HG0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HG0296'2 MI S FROM ST JOHN.
 HG0296'2 MILES SOUTH OF ST. JOHN.  SET ON RIGHT OF WAY OF STATE HIGHWAY
 HG0296'NO. 281.  40 FT. EAST OF HIGHWAY NO. 281 (CENTER LINE) 30 FT.
 HG0296'NORTH OF DIRT ROAD.
 HG0296
 HG0296                          STATION RECOVERY (1939)
 HG0296
 HG0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 HG0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0004 ***********************************************************************
 HF0004  DESIGNATION -  D 42
 HF0004  PID         -  HF0004
 HF0004  STATE/COUNTY-  KS/GREENWOOD
 HF0004  USGS QUAD   -  PIEDMONT NW (1964)
 HF0004
 HF0004                         *CURRENT SURVEY CONTROL
 HF0004  ___________________________________________________________________
 HF0004* NAD 83(1986)-  37 38 05.     (N)    096 24 10.     (W)     SCALED    
 HF0004* NAVD 88     -       381.961  (meters)    1253.15   (feet)  ADJUSTED  
 HF0004  ___________________________________________________________________
 HF0004  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HF0004  DYNAMIC HT  -         381.652 (meters)    1252.14  (feet)  COMP
 HF0004  MODELED GRAV-     979,811.6   (mgal)                       NAVD 88
 HF0004
 HF0004  VERT ORDER  -  SECOND    CLASS 0
 HF0004
 HF0004.The horizontal coordinates were scaled from a topographic map and have
 HF0004.an estimated accuracy of +/- 6 seconds.
 HF0004
 HF0004.The orthometric height was determined by differential leveling
 HF0004.and adjusted by the National Geodetic Survey in June 1991..
 HF0004
 HF0004.The geoid height was determined by GEOID03.
 HF0004
 HF0004.The dynamic height is computed by dividing the NAVD 88
 HF0004.geopotential number by the normal gravity value computed on the
 HF0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0004.degrees latitude (g = 980.6199 gals.).
 HF0004
 HF0004.The modeled gravity was interpolated from observed gravity values.
 HF0004
 HF0004;                    North         East    Units  Estimated Accuracy
 HF0004;SPC KS S     -   509,520.      585,090.      MT  (+/- 180 meters Scaled)
 HF0004
 HF0004                          SUPERSEDED SURVEY CONTROL
 HF0004
 HF0004  NGVD 29 (??/??/92)  381.796  (m)         1252.61   (f) ADJ UNCH    2 0
 HF0004
 HF0004.Superseded values are not recommended for survey control.
 HF0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0004.See file dsdata.txt to determine how the superseded data were derived.
 HF0004
 HF0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG291684(NAD 83)
 HF0004_MARKER: DB = BENCH MARK DISK
 HF0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0004_SP_SET: CULVERT
 HF0004_STAMPING: D 42 1934
 HF0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0004
 HF0004  HISTORY     - Date     Condition        Report By
 HF0004  HISTORY     - 1934     MONUMENTED       CGS
 HF0004  HISTORY     - 19910130 GOOD             USPSQD
 HF0004
 HF0004                          STATION DESCRIPTION
 HF0004
 HF0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0004'9.3 MI E FROM BEAUMONT.
 HF0004'IN GREENWOOD COUNTY, 9.3 MILES EAST ALONG THE ST. LOUIS-SAN
 HF0004'FRANCISCO RAILWAY FROM BEAUMONT, BUTLER COUNTY, AT MILEAGE
 HF0004'449.17, AT A CONCRETE CULVERT, IN THE TOP OF THE WEST HEADWALL,
 HF0004'AND 8 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 HF0004'DISK, STAMPED D 42 1934.
 HF0004
 HF0004                          STATION RECOVERY (1991)
 HF0004
 HF0004'RECOVERY NOTE BY US POWER SQUADRON 1991 (RW)
 HF0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0378 ***********************************************************************
 HF0378  DESIGNATION -  D 43
 HF0378  PID         -  HF0378
 HF0378  STATE/COUNTY-  KS/BUTLER
 HF0378  USGS QUAD   -  LATHAM (1979)
 HF0378
 HF0378                         *CURRENT SURVEY CONTROL
 HF0378  ___________________________________________________________________
 HF0378* NAD 83(1986)-  37 35 21.     (N)    096 37 49.     (W)     SCALED    
 HF0378* NAVD 88     -       452.391  (meters)    1484.22   (feet)  ADJUSTED  
 HF0378  ___________________________________________________________________
 HF0378  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 HF0378  DYNAMIC HT  -         452.023 (meters)    1483.01  (feet)  COMP
 HF0378  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 HF0378
 HF0378  VERT ORDER  -  SECOND    CLASS 0
 HF0378
 HF0378.The horizontal coordinates were scaled from a topographic map and have
 HF0378.an estimated accuracy of +/- 6 seconds.
 HF0378
 HF0378.The orthometric height was determined by differential leveling
 HF0378.and adjusted by the National Geodetic Survey in June 1991..
 HF0378
 HF0378.The geoid height was determined by GEOID03.
 HF0378
 HF0378.The dynamic height is computed by dividing the NAVD 88
 HF0378.geopotential number by the normal gravity value computed on the
 HF0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0378.degrees latitude (g = 980.6199 gals.).
 HF0378
 HF0378.The modeled gravity was interpolated from observed gravity values.
 HF0378
 HF0378;                    North         East    Units  Estimated Accuracy
 HF0378;SPC KS S     -   504,040.      565,120.      MT  (+/- 180 meters Scaled)
 HF0378
 HF0378                          SUPERSEDED SURVEY CONTROL
 HF0378
 HF0378  NGVD 29 (??/??/92)  452.207  (m)         1483.62   (f) ADJ UNCH    2 0
 HF0378
 HF0378.Superseded values are not recommended for survey control.
 HF0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0378.See file dsdata.txt to determine how the superseded data were derived.
 HF0378
 HF0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG092628(NAD 83)
 HF0378_MARKER: DB = BENCH MARK DISK
 HF0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0378_SP_SET: CULVERT
 HF0378_STAMPING: D 43 1934
 HF0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0378
 HF0378  HISTORY     - Date     Condition        Report By
 HF0378  HISTORY     - 1934     MONUMENTED       CGS
 HF0378
 HF0378                          STATION DESCRIPTION
 HF0378
 HF0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0378'4 MI NE FROM LATHAM.
 HF0378'ABOUT 4 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HF0378'RAILWAY FROM LATHAM, BUTLER COUNTY, 45 FEET SOUTH OF MILEPOST
 HF0378'467, AT A CONCRETE CULVERT, IN THE TOP OF THE NORTH HEADWALL,
 HF0378'AND 20 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 HF0378'STAMPED D 43 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0953 ***********************************************************************
 JE0953  DESIGNATION -  D 44
 JE0953  PID         -  JE0953
 JE0953  STATE/COUNTY-  KS/DOUGLAS
 JE0953  USGS QUAD   -  BALDWIN CITY (1978)
 JE0953
 JE0953                         *CURRENT SURVEY CONTROL
 JE0953  ___________________________________________________________________
 JE0953* NAD 83(1986)-  38 52 10.     (N)    095 11 22.     (W)     SCALED    
 JE0953* NAVD 88     -       252.906  (meters)     829.74   (feet)  ADJUSTED  
 JE0953  ___________________________________________________________________
 JE0953  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE0953  DYNAMIC HT  -         252.738 (meters)     829.19  (feet)  COMP
 JE0953  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 JE0953
 JE0953  VERT ORDER  -  SECOND    CLASS 0
 JE0953
 JE0953.The horizontal coordinates were scaled from a topographic map and have
 JE0953.an estimated accuracy of +/- 6 seconds.
 JE0953
 JE0953.The orthometric height was determined by differential leveling
 JE0953.and adjusted by the National Geodetic Survey in June 1991..
 JE0953
 JE0953.The geoid height was determined by GEOID03.
 JE0953
 JE0953.The dynamic height is computed by dividing the NAVD 88
 JE0953.geopotential number by the normal gravity value computed on the
 JE0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0953.degrees latitude (g = 980.6199 gals.).
 JE0953
 JE0953.The modeled gravity was interpolated from observed gravity values.
 JE0953
 JE0953;                    North         East    Units  Estimated Accuracy
 JE0953;SPC KS N     -    63,300.      643,870.      MT  (+/- 180 meters Scaled)
 JE0953
 JE0953                          SUPERSEDED SURVEY CONTROL
 JE0953
 JE0953  NGVD 29 (??/??/92)  252.816  (m)          829.45   (f) ADJ UNCH    2 0
 JE0953
 JE0953.Superseded values are not recommended for survey control.
 JE0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0953.See file dsdata.txt to determine how the superseded data were derived.
 JE0953
 JE0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD100045(NAD 83)
 JE0953_MARKER: DB = BENCH MARK DISK
 JE0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0953_STAMPING: D 44 1934
 JE0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0953+STABILITY: SURFACE MOTION
 JE0953
 JE0953  HISTORY     - Date     Condition        Report By
 JE0953  HISTORY     - 1934     MONUMENTED       CGS
 JE0953  HISTORY     - 1950     GOOD             NGS
 JE0953
 JE0953                          STATION DESCRIPTION
 JE0953
 JE0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0953'2.2 MI N FROM SIBLEYVILLE.
 JE0953'2.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE0953'FROM VINLAND, DOUGLAS COUNTY, 1.0 MILE SOUTH OF SIBLEYVILLE, AT
 JE0953'MILEAGE 7.44, AT A SECTION-LINE ROAD CROSSING, 58 FEET SOUTHWEST
 JE0953'OF THE CENTER OF THE CROSSING, 53 FEET SOUTH OF THE CENTER LINE
 JE0953'OF THE ROAD, 43 FEET WEST OF THE WEST RAIL, AND 1.5 FEET EAST
 JE0953'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 44 1934
 JE0953'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 JE0953'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0332 ***********************************************************************
 JF0332  DESIGNATION -  D 45
 JF0332  PID         -  JF0332
 JF0332  STATE/COUNTY-  KS/MARION
 JF0332  USGS QUAD   -  FLORENCE (1989)
 JF0332
 JF0332                         *CURRENT SURVEY CONTROL
 JF0332  ___________________________________________________________________
 JF0332* NAD 83(1986)-  38 09 37.     (N)    096 55 39.     (W)     SCALED    
 JF0332* NAVD 88     -       422.187  (meters)    1385.13   (feet)  ADJUSTED  
 JF0332  ___________________________________________________________________
 JF0332  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 JF0332  DYNAMIC HT  -         421.872 (meters)    1384.09  (feet)  COMP
 JF0332  MODELED GRAV-     979,869.9   (mgal)                       NAVD 88
 JF0332
 JF0332  VERT ORDER  -  SECOND    CLASS 0
 JF0332
 JF0332.The horizontal coordinates were scaled from a topographic map and have
 JF0332.an estimated accuracy of +/- 6 seconds.
 JF0332
 JF0332.The orthometric height was determined by differential leveling
 JF0332.and adjusted by the National Geodetic Survey in June 1991..
 JF0332
 JF0332.The geoid height was determined by GEOID03.
 JF0332
 JF0332.The dynamic height is computed by dividing the NAVD 88
 JF0332.geopotential number by the normal gravity value computed on the
 JF0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0332.degrees latitude (g = 980.6199 gals.).
 JF0332
 JF0332.The modeled gravity was interpolated from observed gravity values.
 JF0332
 JF0332;                    North         East    Units  Estimated Accuracy
 JF0332;SPC KS S     -   566,930.      537,800.      MT  (+/- 180 meters Scaled)
 JF0332
 JF0332                          SUPERSEDED SURVEY CONTROL
 JF0332
 JF0332  NGVD 29 (??/??/92)  422.021  (m)         1384.58   (f) ADJ UNCH    2 0
 JF0332
 JF0332.Superseded values are not recommended for survey control.
 JF0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0332.See file dsdata.txt to determine how the superseded data were derived.
 JF0332
 JF0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH815256(NAD 83)
 JF0332_MARKER: DB = BENCH MARK DISK
 JF0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0332_SP_SET: BRIDGE
 JF0332_STAMPING: D 45 1934
 JF0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0332
 JF0332  HISTORY     - Date     Condition        Report By
 JF0332  HISTORY     - 1934     MONUMENTED       CGS
 JF0332  HISTORY     - 1940     GOOD             NGS
 JF0332
 JF0332                          STATION DESCRIPTION
 JF0332
 JF0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0332'5.7 MI N FROM BURNS.
 JF0332'5.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0332'FROM THE STATION AT BURNS, MARION COUNTY, AT BRIDGE NO. 162 C,
 JF0332'IN THE TOP OF THE WEST CONCRETE HEADWALL, 17 FEET WEST OF THE
 JF0332'CENTERLINE OF THE TRACK, 1.8 FEET NORTH OF THE SOUTH EDGE OF THE
 JF0332'HEADWALL, AND 1.2 FEET EAST OF THE WEST EDGE.  A STANDARD DISK,
 JF0332'STAMPED D 45 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0721 ***********************************************************************
 JF0721  DESIGNATION -  D 50
 JF0721  PID         -  JF0721
 JF0721  STATE/COUNTY-  KS/MARION
 JF0721  USGS QUAD   -  MARION (1985)
 JF0721
 JF0721                         *CURRENT SURVEY CONTROL
 JF0721  ___________________________________________________________________
 JF0721* NAD 83(1986)-  38 20 46.     (N)    097 01 11.     (W)     SCALED    
 JF0721* NAVD 88     -       398.315  (meters)    1306.81   (feet)  ADJUSTED  
 JF0721  ___________________________________________________________________
 JF0721  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 JF0721  DYNAMIC HT  -         398.023 (meters)    1305.85  (feet)  COMP
 JF0721  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 JF0721
 JF0721  VERT ORDER  -  SECOND    CLASS 0
 JF0721
 JF0721.The horizontal coordinates were scaled from a topographic map and have
 JF0721.an estimated accuracy of +/- 6 seconds.
 JF0721
 JF0721.The orthometric height was determined by differential leveling
 JF0721.and adjusted by the National Geodetic Survey in June 1991..
 JF0721
 JF0721.The geoid height was determined by GEOID03.
 JF0721
 JF0721.The dynamic height is computed by dividing the NAVD 88
 JF0721.geopotential number by the normal gravity value computed on the
 JF0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0721.degrees latitude (g = 980.6199 gals.).
 JF0721
 JF0721.The modeled gravity was interpolated from observed gravity values.
 JF0721
 JF0721;                    North         East    Units  Estimated Accuracy
 JF0721;SPC KS S     -   587,420.      529,390.      MT  (+/- 180 meters Scaled)
 JF0721
 JF0721                          SUPERSEDED SURVEY CONTROL
 JF0721
 JF0721  NGVD 29 (??/??/92)  398.156  (m)         1306.28   (f) ADJ UNCH    2 0
 JF0721
 JF0721.Superseded values are not recommended for survey control.
 JF0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0721.See file dsdata.txt to determine how the superseded data were derived.
 JF0721
 JF0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH730460(NAD 83)
 JF0721_MARKER: DB = BENCH MARK DISK
 JF0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0721+STABILITY: SURFACE MOTION
 JF0721
 JF0721  HISTORY     - Date     Condition        Report By
 JF0721  HISTORY     - UNK      MONUMENTED       CGS
 JF0721  HISTORY     - 1934     GOOD             NGS
 JF0721  HISTORY     - 1941     GOOD             NGS
 JF0721
 JF0721                          STATION DESCRIPTION
 JF0721
 JF0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0721'IN MARION.
 JF0721'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  86.6 FT.
 JF0721'S.W. OF THE WEST CORNER OF STATION.  45 FT. S.W. OF THE
 JF0721'CENTER LINE OF THE MAIN TRACK.  8.4 FT. EAST OF THE EAST CURB
 JF0721'OF 3RD STREET.
 JF0721
 JF0721                          STATION RECOVERY (1941)
 JF0721
 JF0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JF0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1146 ***********************************************************************
 JE1146  DESIGNATION -  D 53
 JE1146  PID         -  JE1146
 JE1146  STATE/COUNTY-  KS/COFFEY
 JE1146  USGS QUAD   -  GRIDLEY SE (1967)
 JE1146
 JE1146                         *CURRENT SURVEY CONTROL
 JE1146  ___________________________________________________________________
 JE1146* NAD 83(1986)-  38 05 10.     (N)    095 45 28.     (W)     SCALED    
 JE1146* NAVD 88     -       310.258  (meters)    1017.90   (feet)  ADJUSTED  
 JE1146  ___________________________________________________________________
 JE1146  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JE1146  DYNAMIC HT  -         310.026 (meters)    1017.14  (feet)  COMP
 JE1146  MODELED GRAV-     979,874.8   (mgal)                       NAVD 88
 JE1146
 JE1146  VERT ORDER  -  SECOND    CLASS 0
 JE1146
 JE1146.The horizontal coordinates were scaled from a topographic map and have
 JE1146.an estimated accuracy of +/- 6 seconds.
 JE1146
 JE1146.The orthometric height was determined by differential leveling
 JE1146.and adjusted by the National Geodetic Survey in June 1991..
 JE1146
 JE1146.The geoid height was determined by GEOID03.
 JE1146
 JE1146.The dynamic height is computed by dividing the NAVD 88
 JE1146.geopotential number by the normal gravity value computed on the
 JE1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1146.degrees latitude (g = 980.6199 gals.).
 JE1146
 JE1146.The modeled gravity was interpolated from observed gravity values.
 JE1146
 JE1146;                    North         East    Units  Estimated Accuracy
 JE1146;SPC KS S     -   561,080.      640,530.      MT  (+/- 180 meters Scaled)
 JE1146
 JE1146                          SUPERSEDED SURVEY CONTROL
 JE1146
 JE1146  NGVD 29 (??/??/92)  310.107  (m)         1017.41   (f) ADJ UNCH    2 0
 JE1146
 JE1146.Superseded values are not recommended for survey control.
 JE1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1146.See file dsdata.txt to determine how the superseded data were derived.
 JE1146
 JE1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC581189(NAD 83)
 JE1146_MARKER: DB = BENCH MARK DISK
 JE1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1146+STABILITY: SURFACE MOTION
 JE1146
 JE1146  HISTORY     - Date     Condition        Report By
 JE1146  HISTORY     - UNK      MONUMENTED       CGS
 JE1146  HISTORY     - 1934     GOOD             NGS
 JE1146  HISTORY     - 1951     MARK NOT FOUND   NGS
 JE1146
 JE1146                          STATION DESCRIPTION
 JE1146
 JE1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1146'7.8 MI W FROM GRIDLEY.
 JE1146'7.89 MILES WEST BY RAIL FROM LE ROY ALONG THE RIGHT-OF-WAY OF
 JE1146'THE MO. PACIFIC R.R. CO. 61 FT. NORTHWEST OF NORTHWEST CORNER
 JE1146'OF BRIDGE 130 (R.R.) 55 FT. NORTH OF CENTER-LINE OF TRACK.
 JE1146
 JE1146                          STATION RECOVERY (1951)
 JE1146
 JE1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1102 ***********************************************************************
 JE1102  DESIGNATION -  D 54
 JE1102  PID         -  JE1102
 JE1102  STATE/COUNTY-  KS/LINN
 JE1102  USGS QUAD   -  BLUE MOUND (1966)
 JE1102
 JE1102                         *CURRENT SURVEY CONTROL
 JE1102  ___________________________________________________________________
 JE1102* NAD 83(1986)-  38 05 30.     (N)    095 02 22.     (W)     SCALED    
 JE1102* NAVD 88     -       314.436  (meters)    1031.61   (feet)  ADJUSTED  
 JE1102  ___________________________________________________________________
 JE1102  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JE1102  DYNAMIC HT  -         314.202 (meters)    1030.84  (feet)  COMP
 JE1102  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 JE1102
 JE1102  VERT ORDER  -  SECOND    CLASS 0
 JE1102
 JE1102.The horizontal coordinates were scaled from a topographic map and have
 JE1102.an estimated accuracy of +/- 6 seconds.
 JE1102
 JE1102.The orthometric height was determined by differential leveling
 JE1102.and adjusted by the National Geodetic Survey in June 1991..
 JE1102
 JE1102.The geoid height was determined by GEOID03.
 JE1102
 JE1102.The dynamic height is computed by dividing the NAVD 88
 JE1102.geopotential number by the normal gravity value computed on the
 JE1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1102.degrees latitude (g = 980.6199 gals.).
 JE1102
 JE1102.The modeled gravity was interpolated from observed gravity values.
 JE1102
 JE1102;                    North         East    Units  Estimated Accuracy
 JE1102;SPC KS S     -   563,790.      703,480.      MT  (+/- 180 meters Scaled)
 JE1102
 JE1102                          SUPERSEDED SURVEY CONTROL
 JE1102
 JE1102  NGVD 29 (??/??/92)  314.294  (m)         1031.15   (f) ADJ UNCH    2 0
 JE1102
 JE1102.Superseded values are not recommended for survey control.
 JE1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1102.See file dsdata.txt to determine how the superseded data were derived.
 JE1102
 JE1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC211179(NAD 83)
 JE1102_MARKER: DB = BENCH MARK DISK
 JE1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1102_STAMPING: D 54 1934
 JE1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1102+STABILITY: SURFACE MOTION
 JE1102
 JE1102  HISTORY     - Date     Condition        Report By
 JE1102  HISTORY     - 1934     MONUMENTED       CGS
 JE1102  HISTORY     - 1951     GOOD             NGS
 JE1102
 JE1102                          STATION DESCRIPTION
 JE1102
 JE1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1102'1.6 MI W FROM BLUE MOUND.
 JE1102'1.6 MILES WEST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE1102'RAILROAD FROM THE FARMERS CO-OP ELEVATOR AT BLUE MOUND, LINN
 JE1102'COUNTY, 360 FEET EAST OF A COUNTY-ROAD UNDERPASS, 150 FEET
 JE1102'WEST OF A FENCE CORNER, AND 50 FEET SOUTH OF THE CENTER LINE
 JE1102'OF THE OLD ROADBED.  A STANDARD DISK, STAMPED D 54 1934 AND
 JE1102'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE
 JE1102'GROUND.  THIS BENCH MARK MAY BE REACHED BY ROAD FROM THE FARMERS
 JE1102'CO-OP ELEVATOR BY GOING 0.1 MILE NORTH, THENCE 1.6 MILES WEST
 JE1102'TO A ROAD INTERSECTION, AND THENCE 0.3 MILE SOUTH TO THE OLD
 JE1102'UNDERPASS.
 JE1102
 JE1102                          STATION RECOVERY (1951)
 JE1102
 JE1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0727 ***********************************************************************
 JJ0727  DESIGNATION -  D 556
 JJ0727  PID         -  JJ0727
 JJ0727  STATE/COUNTY-  KS/HAMILTON
 JJ0727  USGS QUAD   -  HOLLY EAST (1978)
 JJ0727
 JJ0727                         *CURRENT SURVEY CONTROL
 JJ0727  ___________________________________________________________________
 JJ0727* NAD 83(1986)-  38 02 31.     (N)    102 01 08.     (W)     SCALED    
 JJ0727* NAVD 88     -      1026.065  (meters)    3366.35   (feet)  ADJUSTED  
 JJ0727  ___________________________________________________________________
 JJ0727  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 JJ0727  DYNAMIC HT  -        1025.110 (meters)    3363.22  (feet)  COMP
 JJ0727  MODELED GRAV-     979,664.2   (mgal)                       NAVD 88
 JJ0727
 JJ0727  VERT ORDER  -  FIRST     CLASS II
 JJ0727
 JJ0727.The horizontal coordinates were scaled from a topographic map and have
 JJ0727.an estimated accuracy of +/- 6 seconds.
 JJ0727
 JJ0727.The orthometric height was determined by differential leveling
 JJ0727.and adjusted by the National Geodetic Survey in June 1991..
 JJ0727
 JJ0727.The geoid height was determined by GEOID03.
 JJ0727
 JJ0727.The dynamic height is computed by dividing the NAVD 88
 JJ0727.geopotential number by the normal gravity value computed on the
 JJ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0727.degrees latitude (g = 980.6199 gals.).
 JJ0727
 JJ0727.The modeled gravity was interpolated from observed gravity values.
 JJ0727
 JJ0727;                    North         East    Units  Estimated Accuracy
 JJ0727;SPC KS S     -   558,460.       91,200.      MT  (+/- 180 meters Scaled)
 JJ0727
 JJ0727                          SUPERSEDED SURVEY CONTROL
 JJ0727
 JJ0727.No superseded survey control is available for this station.
 JJ0727
 JJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC616146(NAD 83)
 JJ0727_MARKER: I = METAL ROD
 JJ0727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0727_SP_SET: STAINLESS STEEL ROD
 JJ0727_STAMPING: D 556 1986
 JJ0727_MARK LOGO: NGS   
 JJ0727_PROJECTION: FLUSH
 JJ0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0727_ROD/PIPE-DEPTH: 14.6 meters
 JJ0727
 JJ0727  HISTORY     - Date     Condition        Report By
 JJ0727  HISTORY     - 1986     MONUMENTED       NGS
 JJ0727
 JJ0727                          STATION DESCRIPTION
 JJ0727
 JJ0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0727'0.8 KM (0.5 MI) WEST FROM COOLIDGE.
 JJ0727'0.8 KM (0.5 MI) WEST ALONG US HIGHWAY 50 FROM THE POST OFFICE AT
 JJ0727'COOLIDGE, AT A ROAD LEADING NORTH, 15.8 METERS (52 FT) SOUTH OF THE
 JJ0727'HIGHWAY CENTERLINE, 64.0 METERS (210 FT) WEST OF THE EXTENDED CENTER
 JJ0727'OF THE ROAD, 16.6 METERS (54.5 FT) WEST OF A FARM LABOR SIGN, 3.4
 JJ0727'METERS (11 FT) NORTHWEST OF A RIGHT OF WAY POST, 2.4 METERS (8 FT)
 JJ0727'WEST OF A RIGHT OF WAY POST AND 0.8 METER (2.5 FT) EAST OF A POWER
 JJ0727'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JJ0727'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JJ0727'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1037 ***********************************************************************
 JE1037  DESIGNATION -  D 56
 JE1037  PID         -  JE1037
 JE1037  STATE/COUNTY-  KS/ANDERSON
 JE1037  USGS QUAD   -  KINCAID (1983)
 JE1037
 JE1037                         *CURRENT SURVEY CONTROL
 JE1037  ___________________________________________________________________
 JE1037* NAD 83(1986)-  38 04 01.     (N)    095 09 36.     (W)     SCALED    
 JE1037* NAVD 88     -       314.080  (meters)    1030.44   (feet)  ADJUSTED  
 JE1037  ___________________________________________________________________
 JE1037  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JE1037  DYNAMIC HT  -         313.857 (meters)    1029.71  (feet)  COMP
 JE1037  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 JE1037
 JE1037  VERT ORDER  -  SECOND    CLASS 0
 JE1037
 JE1037.The horizontal coordinates were scaled from a topographic map and have
 JE1037.an estimated accuracy of +/- 6 seconds.
 JE1037
 JE1037.The orthometric height was determined by differential leveling
 JE1037.and adjusted by the National Geodetic Survey in June 1991..
 JE1037
 JE1037.The geoid height was determined by GEOID03.
 JE1037
 JE1037.The dynamic height is computed by dividing the NAVD 88
 JE1037.geopotential number by the normal gravity value computed on the
 JE1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1037.degrees latitude (g = 980.6199 gals.).
 JE1037
 JE1037.The modeled gravity was interpolated from observed gravity values.
 JE1037
 JE1037;                    North         East    Units  Estimated Accuracy
 JE1037;SPC KS S     -   560,660.      693,010.      MT  (+/- 180 meters Scaled)
 JE1037
 JE1037                          SUPERSEDED SURVEY CONTROL
 JE1037
 JE1037  NGVD 29 (??/??/92)  313.958  (m)         1030.04   (f) ADJ UNCH    2 0
 JE1037
 JE1037.Superseded values are not recommended for survey control.
 JE1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1037.See file dsdata.txt to determine how the superseded data were derived.
 JE1037
 JE1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC105154(NAD 83)
 JE1037_MARKER: DB = BENCH MARK DISK
 JE1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1037_STAMPING: D 56 1934
 JE1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1037+STABILITY: SURFACE MOTION
 JE1037
 JE1037  HISTORY     - Date     Condition        Report By
 JE1037  HISTORY     - 1934     MONUMENTED       CGS
 JE1037  HISTORY     - 1946     GOOD             NGS
 JE1037  HISTORY     - 20031022 MARK NOT FOUND   SKW
 JE1037
 JE1037                          STATION DESCRIPTION
 JE1037
 JE1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1037'1.2 MI S FROM KINCAID.
 JE1037'1.2 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 JE1037'KINCAID, ANDERSON COUNTY, AT MILEAGE 83.77, AT A DIRT-ROAD
 JE1037'CROSSING, 73.6 FEET NORTHEAST OF THE CENTER OF THE CROSSING,
 JE1037'53.9 FEET EAST OF THE CENTER LINE OF THE TRACK, 23 FEET NORTH
 JE1037'OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A WIRE-FENCE
 JE1037'CORNER, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 JE1037'STANDARD DISK, STAMPED D 56 1934 AND SET IN THE TOP OF A CONCRETE
 JE1037'POST.
 JE1037
 JE1037                          STATION RECOVERY (1946)
 JE1037
 JE1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 JE1037'RECOVERED IN GOOD CONDITION.
 JE1037
 JE1037                          STATION RECOVERY (2003)
 JE1037
 JE1037'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC)
 JE1037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0082 ***********************************************************************
 JH0082  DESIGNATION -  D 7
 JH0082  PID         -  JH0082
 JH0082  STATE/COUNTY-  KS/FINNEY
 JH0082  USGS QUAD   -  TENNIS (1976)
 JH0082
 JH0082                         *CURRENT SURVEY CONTROL
 JH0082  ___________________________________________________________________
 JH0082* NAD 83(1986)-  38 12 00.     (N)    100 54 40.     (W)     SCALED    
 JH0082* NAVD 88     -       882.664  (meters)    2895.87   (feet)  POSTED    
 JH0082  ___________________________________________________________________
 JH0082  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 JH0082  DYNAMIC HT  -         881.900 (meters)    2893.37  (feet)  COMP
 JH0082  MODELED GRAV-     979,737.3   (mgal)                       NAVD 88
 JH0082
 JH0082  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JH0082
 JH0082.The horizontal coordinates were scaled from a topographic map and have
 JH0082.an estimated accuracy of +/- 6 seconds.
 JH0082
 JH0082.The orthometric height was determined by differential leveling
 JH0082.and adjusted by the National Geodetic Survey in 1992..
 JH0082.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JH0082.rate of 2.1 thru 3.0 mm/km.
 JH0082
 JH0082.The geoid height was determined by GEOID03.
 JH0082
 JH0082.The dynamic height is computed by dividing the NAVD 88
 JH0082.geopotential number by the normal gravity value computed on the
 JH0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0082.degrees latitude (g = 980.6199 gals.).
 JH0082
 JH0082.The modeled gravity was interpolated from observed gravity values.
 JH0082
 JH0082;                    North         East    Units  Estimated Accuracy
 JH0082;SPC KS S     -   572,910.      188,840.      MT  (+/- 180 meters Scaled)
 JH0082
 JH0082                          SUPERSEDED SURVEY CONTROL
 JH0082
 JH0082  NGVD 29 (??/??/92)  882.341  (m)         2894.81   (f) ADJ UNCH    1 2
 JH0082
 JH0082.Superseded values are not recommended for survey control.
 JH0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0082.See file dsdata.txt to determine how the superseded data were derived.
 JH0082
 JH0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH326297(NAD 83)
 JH0082_MARKER: DB = BENCH MARK DISK
 JH0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0082_STAMPING: D-7 1933
 JH0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0082+STABILITY: SURFACE MOTION
 JH0082
 JH0082  HISTORY     - Date     Condition        Report By
 JH0082  HISTORY     - 1933     MONUMENTED       CGS
 JH0082  HISTORY     - 1976     MARK NOT FOUND   USGS
 JH0082
 JH0082                          STATION DESCRIPTION
 JH0082
 JH0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0082'4.1 MI S FROM FRIEND.
 JH0082'4.1 MILES SOUTH OF AT AND SF DEPOT, 30 FEET SOUTH OF THE FOURTH
 JH0082'TELEGRAPH POLE NORTH OF MILE POST 140.  42 FEET EAST OF CENTERLINE
 JH0082'OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  2 FEET WEST OF
 JH0082'RIGHT-OF-WAY FENCE LINE.
 JH0082
 JH0082                          STATION RECOVERY (1976)
 JH0082
 JH0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JH0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0185 ***********************************************************************
 KH0185  DESIGNATION -  D 77
 KH0185  PID         -  KH0185
 KH0185  STATE/COUNTY-  KS/THOMAS
 KH0185  USGS QUAD   -  SPICA (1979)
 KH0185
 KH0185                         *CURRENT SURVEY CONTROL
 KH0185  ___________________________________________________________________
 KH0185* NAD 83(1986)-  39 13 27.     (N)    100 55 49.     (W)     SCALED    
 KH0185* NAVD 88     -       953.205  (meters)    3127.31   (feet)  ADJUSTED  
 KH0185  ___________________________________________________________________
 KH0185  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 KH0185  DYNAMIC HT  -         952.450 (meters)    3124.83  (feet)  COMP
 KH0185  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 KH0185
 KH0185  VERT ORDER  -  SECOND    CLASS 0
 KH0185
 KH0185.The horizontal coordinates were scaled from a topographic map and have
 KH0185.an estimated accuracy of +/- 6 seconds.
 KH0185
 KH0185.The orthometric height was determined by differential leveling
 KH0185.and adjusted by the National Geodetic Survey in June 1991..
 KH0185
 KH0185.The geoid height was determined by GEOID03.
 KH0185
 KH0185.The dynamic height is computed by dividing the NAVD 88
 KH0185.geopotential number by the normal gravity value computed on the
 KH0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0185.degrees latitude (g = 980.6199 gals.).
 KH0185
 KH0185.The modeled gravity was interpolated from observed gravity values.
 KH0185
 KH0185;                    North         East    Units  Estimated Accuracy
 KH0185;SPC KS N     -   102,990.      147,020.      MT  (+/- 180 meters Scaled)
 KH0185
 KH0185                          SUPERSEDED SURVEY CONTROL
 KH0185
 KH0185  NGVD 29 (??/??/92)  952.857  (m)         3126.16   (f) ADJ UNCH    2 0
 KH0185
 KH0185.Superseded values are not recommended for survey control.
 KH0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0185.See file dsdata.txt to determine how the superseded data were derived.
 KH0185
 KH0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ333434(NAD 83)
 KH0185_MARKER: DB = BENCH MARK DISK
 KH0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0185_STAMPING: D-77 1934
 KH0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0185+STABILITY: SURFACE MOTION
 KH0185
 KH0185  HISTORY     - Date     Condition        Report By
 KH0185  HISTORY     - 1934     MONUMENTED       CGS
 KH0185
 KH0185                          STATION DESCRIPTION
 KH0185
 KH0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0185'4 MI SE FROM MINGO.
 KH0185'4.0 MILES SE OF AND ALONG THE UNION PACIFIC R.R.  0.5 MILE NW
 KH0185'OF MILE POST 217, 47 FT NE OF CENTER OF TRACK AND IN LINE WITH
 KH0185'TELEGRAPH POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0299 ***********************************************************************
 KH0299  DESIGNATION -  D 78
 KH0299  PID         -  KH0299
 KH0299  STATE/COUNTY-  KS/RAWLINS
 KH0299  USGS QUAD   -  ATWOOD (1978)
 KH0299
 KH0299                         *CURRENT SURVEY CONTROL
 KH0299  ___________________________________________________________________
 KH0299* NAD 83(1986)-  39 50 07.     (N)    101 02 48.     (W)     SCALED    
 KH0299* NAVD 88     -       894.180  (meters)    2933.66   (feet)  ADJUSTED  
 KH0299  ___________________________________________________________________
 KH0299  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KH0299  DYNAMIC HT  -         893.527 (meters)    2931.51  (feet)  COMP
 KH0299  MODELED GRAV-     979,866.2   (mgal)                       NAVD 88
 KH0299
 KH0299  VERT ORDER  -  SECOND    CLASS 0
 KH0299
 KH0299.The horizontal coordinates were scaled from a topographic map and have
 KH0299.an estimated accuracy of +/- 6 seconds.
 KH0299
 KH0299.The orthometric height was determined by differential leveling
 KH0299.and adjusted by the National Geodetic Survey in June 1991..
 KH0299
 KH0299.The geoid height was determined by GEOID03.
 KH0299
 KH0299.The dynamic height is computed by dividing the NAVD 88
 KH0299.geopotential number by the normal gravity value computed on the
 KH0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0299.degrees latitude (g = 980.6199 gals.).
 KH0299
 KH0299.The modeled gravity was interpolated from observed gravity values.
 KH0299
 KH0299;                    North         East    Units  Estimated Accuracy
 KH0299;SPC KS N     -   171,130.      139,260.      MT  (+/- 180 meters Scaled)
 KH0299
 KH0299                          SUPERSEDED SURVEY CONTROL
 KH0299
 KH0299  NGVD 29 (??/??/92)  893.845  (m)         2932.56   (f) ADJ UNCH    2 0
 KH0299
 KH0299.Superseded values are not recommended for survey control.
 KH0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0299.See file dsdata.txt to determine how the superseded data were derived.
 KH0299
 KH0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK248114(NAD 83)
 KH0299_MARKER: DB = BENCH MARK DISK
 KH0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0299_STAMPING: D-78 1934
 KH0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0299+STABILITY: SURFACE MOTION
 KH0299
 KH0299  HISTORY     - Date     Condition        Report By
 KH0299  HISTORY     - 1934     MONUMENTED       CGS
 KH0299  HISTORY     - 1949     POOR             USGS
 KH0299
 KH0299                          STATION DESCRIPTION
 KH0299
 KH0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0299'1.9 MI N FROM ATWOOD.
 KH0299'1.9 MILES N OF AND ALONG STATE HWY 25.  53 FT E OF CENTER OF
 KH0299'HIGHWAY, 30 FT S OF R/W FENCE CORNER, 6 FT E OF R/W FENCE.
 KH0299
 KH0299                          STATION RECOVERY (1949)
 KH0299
 KH0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 KH0299'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0179 ***********************************************************************
 HH0179  DESIGNATION -  D 8
 HH0179  PID         -  HH0179
 HH0179  STATE/COUNTY-  KS/HASKELL
 HH0179  USGS QUAD   -  WEST OF COPELAND (1978)
 HH0179
 HH0179                         *CURRENT SURVEY CONTROL
 HH0179  ___________________________________________________________________
 HH0179* NAD 83(1986)-  37 33 44.     (N)    100 52 14.     (W)     SCALED    
 HH0179* NAVD 88     -       897.186  (meters)    2943.52   (feet)  ADJUSTED  
 HH0179  ___________________________________________________________________
 HH0179  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 HH0179  DYNAMIC HT  -         896.346 (meters)    2940.76  (feet)  COMP
 HH0179  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 HH0179
 HH0179  VERT ORDER  -  FIRST     CLASS II
 HH0179
 HH0179.The horizontal coordinates were scaled from a topographic map and have
 HH0179.an estimated accuracy of +/- 6 seconds.
 HH0179
 HH0179.The orthometric height was determined by differential leveling
 HH0179.and adjusted by the National Geodetic Survey in June 1991..
 HH0179
 HH0179.The geoid height was determined by GEOID03.
 HH0179
 HH0179.The dynamic height is computed by dividing the NAVD 88
 HH0179.geopotential number by the normal gravity value computed on the
 HH0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0179.degrees latitude (g = 980.6199 gals.).
 HH0179
 HH0179.The modeled gravity was interpolated from observed gravity values.
 HH0179
 HH0179;                    North         East    Units  Estimated Accuracy
 HH0179;SPC KS S     -   502,060.      190,590.      MT  (+/- 180 meters Scaled)
 HH0179
 HH0179                          SUPERSEDED SURVEY CONTROL
 HH0179
 HH0179  NGVD 29 (??/??/92)  896.808  (m)         2942.28   (f) ADJ UNCH    1 2
 HH0179
 HH0179.Superseded values are not recommended for survey control.
 HH0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0179.See file dsdata.txt to determine how the superseded data were derived.
 HH0179
 HH0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG347588(NAD 83)
 HH0179_MARKER: DB = BENCH MARK DISK
 HH0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0179_STAMPING: D 8 1933
 HH0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0179+STABILITY: SURFACE MOTION
 HH0179
 HH0179  HISTORY     - Date     Condition        Report By
 HH0179  HISTORY     - 1933     MONUMENTED       CGS
 HH0179  HISTORY     - 1962     MARK NOT FOUND   NGS
 HH0179
 HH0179                          STATION DESCRIPTION
 HH0179
 HH0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0179'27.6 MI S FROM GARDEN CITY.
 HH0179'IN HASKELL COUNTY, ABOUT 27.6 MILES SOUTH ALONG U.S. HIGHWAY 83
 HH0179'FROM THE MUNICIPAL WATER PLANT AT GARDEN CITY, FINNEY COUNTY,
 HH0179'ABOUT 6.0 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY 45,
 HH0179'ABOUT 315 FEET SOUTH OF THE SANTA FE SERVICE STATION AND STORE,
 HH0179'60 FEET NORTH OF THE CENTER LINE OF AN EAST-AND-WEST COUNTY ROAD,
 HH0179'AND ABOUT 135 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 HH0179'STANDARD DISK, STAMPED D 8 1933 AND SET IN THE TOP OF A CONCRETE
 HH0179'POST.
 HH0179
 HH0179                          STATION RECOVERY (1962)
 HH0179
 HH0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HH0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0451 ***********************************************************************
 KH0451  DESIGNATION -  D 80
 KH0451  PID         -  KH0451
 KH0451  STATE/COUNTY-  KS/SHERMAN
 KH0451  USGS QUAD   -  GOODLAND (1974)
 KH0451
 KH0451                         *CURRENT SURVEY CONTROL
 KH0451  ___________________________________________________________________
 KH0451* NAD 83(1986)-  39 16 42.     (N)    101 43 35.     (W)     SCALED    
 KH0451* NAVD 88     -      1121.562  (meters)    3679.66   (feet)  ADJUSTED  
 KH0451  ___________________________________________________________________
 KH0451  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 KH0451  DYNAMIC HT  -        1120.611 (meters)    3676.54  (feet)  COMP
 KH0451  MODELED GRAV-     979,741.1   (mgal)                       NAVD 88
 KH0451
 KH0451  VERT ORDER  -  SECOND    CLASS 0
 KH0451
 KH0451.The horizontal coordinates were scaled from a topographic map and have
 KH0451.an estimated accuracy of +/- 6 seconds.
 KH0451
 KH0451.The orthometric height was determined by differential leveling
 KH0451.and adjusted by the National Geodetic Survey in June 1991..
 KH0451
 KH0451.The geoid height was determined by GEOID03.
 KH0451
 KH0451.The dynamic height is computed by dividing the NAVD 88
 KH0451.geopotential number by the normal gravity value computed on the
 KH0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0451.degrees latitude (g = 980.6199 gals.).
 KH0451
 KH0451.The modeled gravity was interpolated from observed gravity values.
 KH0451
 KH0451;                    North         East    Units  Estimated Accuracy
 KH0451;SPC KS N     -   111,520.       78,570.      MT  (+/- 180 meters Scaled)
 KH0451
 KH0451                          SUPERSEDED SURVEY CONTROL
 KH0451
 KH0451  NGVD 29 (??/??/92) 1121.103  (m)         3678.15   (f) ADJ UNCH    2 0
 KH0451
 KH0451.Superseded values are not recommended for survey control.
 KH0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0451.See file dsdata.txt to determine how the superseded data were derived.
 KH0451
 KH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ648512(NAD 83)
 KH0451_MARKER: DB = BENCH MARK DISK
 KH0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0451_STAMPING: D 80 1935
 KH0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0451+STABILITY: SURFACE MOTION
 KH0451
 KH0451  HISTORY     - Date     Condition        Report By
 KH0451  HISTORY     - 1935     MONUMENTED       CGS
 KH0451  HISTORY     - 1940     GOOD             NGS
 KH0451  HISTORY     - 1966     MARK NOT FOUND   USGS
 KH0451
 KH0451                          STATION DESCRIPTION
 KH0451
 KH0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0451'5 MI S FROM GOODLAND.
 KH0451'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0451'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0451'PARALLELING THE RAILROAD TRACKS, GO 0.7 MILES TURN LEFT (SOUTH)
 KH0451'ACROSS THE TRACKS ONTO A SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0451'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 4.0 MILES.  BENCH
 KH0451'MARK IS AT A CROSS-ROAD INTERSECTION OF STATE HIGHWAY NO. 27 AND
 KH0451'AN UNIMPROVED SECTION LINE ROAD, 65 FEET SOUTHWEST OF CENTER
 KH0451'OF INTERSECTION, 60 FEET WEST OF CENTER LINE OF STATE HIGHWAY
 KH0451'NO. 27, 21 FEET SOUTH OF CENTER LINE OF THE EAST-WEST SECTION
 KH0451'LINE ROAD, 15 FEET WEST OF A TELEPHONE POLE, 1.8 FEET EAST OF A
 KH0451'4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 20 FEET.  A
 KH0451'STD. DISK B M IN A CAST-IN-PLACE CONCRETE POST PROJECTING 0.9
 KH0451'FOOT.
 KH0451
 KH0451                          STATION RECOVERY (1966)
 KH0451
 KH0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KH0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0318 ***********************************************************************
 KH0318  DESIGNATION -  D 81
 KH0318  PID         -  KH0318
 KH0318  STATE/COUNTY-  KS/THOMAS
 KH0318  USGS QUAD   -  LEVANT (1967)
 KH0318
 KH0318                         *CURRENT SURVEY CONTROL
 KH0318  ___________________________________________________________________
 KH0318* NAD 83(1986)-  39 22 52.     (N)    101 13 24.     (W)     SCALED    
 KH0318* NAVD 88     -      1013.147  (meters)    3323.97   (feet)  ADJUSTED  
 KH0318  ___________________________________________________________________
 KH0318  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 KH0318  DYNAMIC HT  -        1012.334 (meters)    3321.30  (feet)  COMP
 KH0318  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 KH0318
 KH0318  VERT ORDER  -  SECOND    CLASS 0
 KH0318
 KH0318.The horizontal coordinates were scaled from a topographic map and have
 KH0318.an estimated accuracy of +/- 6 seconds.
 KH0318
 KH0318.The orthometric height was determined by differential leveling
 KH0318.and adjusted by the National Geodetic Survey in June 1991..
 KH0318
 KH0318.The geoid height was determined by GEOID03.
 KH0318
 KH0318.The dynamic height is computed by dividing the NAVD 88
 KH0318.geopotential number by the normal gravity value computed on the
 KH0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0318.degrees latitude (g = 980.6199 gals.).
 KH0318
 KH0318.The modeled gravity was interpolated from observed gravity values.
 KH0318
 KH0318;                    North         East    Units  Estimated Accuracy
 KH0318;SPC KS N     -   121,260.      122,350.      MT  (+/- 180 meters Scaled)
 KH0318
 KH0318                          SUPERSEDED SURVEY CONTROL
 KH0318
 KH0318  NGVD 29 (??/??/92) 1012.756  (m)         3322.68   (f) ADJ UNCH    2 0
 KH0318
 KH0318.Superseded values are not recommended for survey control.
 KH0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0318.See file dsdata.txt to determine how the superseded data were derived.
 KH0318
 KH0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ085614(NAD 83)
 KH0318_MARKER: DB = BENCH MARK DISK
 KH0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0318_STAMPING: D 81 1935
 KH0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0318+STABILITY: SURFACE MOTION
 KH0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0318+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2001
 KH0318
 KH0318  HISTORY     - Date     Condition        Report By
 KH0318  HISTORY     - 1935     MONUMENTED       CGS
 KH0318  HISTORY     - 20010619 GOOD             LOCSUR
 KH0318
 KH0318                          STATION DESCRIPTION
 KH0318
 KH0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0318'1.4 MI W FROM LEVANT.
 KH0318'1.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0318'RAILROAD FROM THE STATION AT LEVANT, THOMAS COUNTY, 3 POLES
 KH0318'WEST OF MILE POLE 397/10, 100 YARDS SOUTH OF A SMALL FRAMEHOUSE,
 KH0318'AT A NORTH-AND-SOUTH ROAD CROSSING, 50 FEET SOUTH OF THE
 KH0318'CENTER LINE OF THE TRACK, 45 FEET EAST OF THE CENTER LINE
 KH0318'OF THE ROAD, AND 1 FOOT NORTH AND 1.5 FEET EAST OF A FENCE
 KH0318'CORNER.  A STANDARD DISK, STAMPED D 81 1935 AND SET IN THE
 KH0318'TOP OF A CONCRETE POST.
 KH0318
 KH0318                          STATION RECOVERY (2001)
 KH0318
 KH0318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (MSJ)
 KH0318'50 FEET SOUTH OF THE CENTER LINE OF THE RAILROAD TRACK, 45 FEET EAST
 KH0318'OF THE CENTER OF COUNTY ROAD 10 (GRAVEL) AND 0.7 FEET NORTHWEST OF A 2
 KH0318'INCH IRON PIPE THAT PROJECTS 5.5 FEET OUT OF THE GROUND.  THE CONCRETE
 KH0318'POST THAT THE DISK SETS IN PROJECTS 1.0 FOOT ABOVE THE GROUND.  THE
 KH0318'HOUSE, POLES AND FENCE REFERRED TO PREVIOUSLY ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0404 ***********************************************************************
 KH0404  DESIGNATION -  D 82
 KH0404  PID         -  KH0404
 KH0404  STATE/COUNTY-  KS/SHERMAN
 KH0404  USGS QUAD   -  GOODLAND (1974)
 KH0404
 KH0404                         *CURRENT SURVEY CONTROL
 KH0404  ___________________________________________________________________
 KH0404* NAD 83(1986)-  39 20 24.     (N)    101 40 14.     (W)     SCALED    
 KH0404* NAVD 88     -      1112.489  (meters)    3649.89   (feet)  ADJUSTED  
 KH0404  ___________________________________________________________________
 KH0404  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 KH0404  DYNAMIC HT  -        1111.555 (meters)    3646.83  (feet)  COMP
 KH0404  MODELED GRAV-     979,749.7   (mgal)                       NAVD 88
 KH0404
 KH0404  VERT ORDER  -  SECOND    CLASS 0
 KH0404
 KH0404.The horizontal coordinates were scaled from a topographic map and have
 KH0404.an estimated accuracy of +/- 6 seconds.
 KH0404
 KH0404.The orthometric height was determined by differential leveling
 KH0404.and adjusted by the National Geodetic Survey in June 1991..
 KH0404
 KH0404.The geoid height was determined by GEOID03.
 KH0404
 KH0404.The dynamic height is computed by dividing the NAVD 88
 KH0404.geopotential number by the normal gravity value computed on the
 KH0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0404.degrees latitude (g = 980.6199 gals.).
 KH0404
 KH0404.The modeled gravity was interpolated from observed gravity values.
 KH0404
 KH0404;                    North         East    Units  Estimated Accuracy
 KH0404;SPC KS N     -   118,160.       83,660.      MT  (+/- 180 meters Scaled)
 KH0404
 KH0404                          SUPERSEDED SURVEY CONTROL
 KH0404
 KH0404  NGVD 29 (??/??/92) 1112.040  (m)         3648.42   (f) ADJ UNCH    2 0
 KH0404
 KH0404.Superseded values are not recommended for survey control.
 KH0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0404.See file dsdata.txt to determine how the superseded data were derived.
 KH0404
 KH0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ698579(NAD 83)
 KH0404_MARKER: DB = BENCH MARK DISK
 KH0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0404_STAMPING: D 82 1935
 KH0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0404+STABILITY: SURFACE MOTION
 KH0404
 KH0404  HISTORY     - Date     Condition        Report By
 KH0404  HISTORY     - 1935     MONUMENTED       CGS
 KH0404
 KH0404                          STATION DESCRIPTION
 KH0404
 KH0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0404'2.2 MI E FROM GOODLAND.
 KH0404'2.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0404'FROM THE STATION AT GOODLAND, SHERMAN COUNTY, 97 FEET SOUTHEAST
 KH0404'OF MILE POLE 421/20, AT A NORTH-AND-SOUTH ROAD CROSSING, 50 FEET
 KH0404'SOUTH OF THE CENTER LINE OF THE TRACK, 35 FEET WEST OF THE
 KH0404'CENTER LINE OF THE ROAD, AND 1.5 FEET NORTH AND 3 FEET WEST OF
 KH0404'A FENCE CORNER.  A STANDARD DISK, STAMPED D 82 1935 AND SET IN
 KH0404'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0070 ***********************************************************************
 JH0070  DESIGNATION -  D 83
 JH0070  PID         -  JH0070
 JH0070  STATE/COUNTY-  KS/SCOTT
 JH0070  USGS QUAD   -  SCOTT CITY (1976)
 JH0070
 JH0070                         *CURRENT SURVEY CONTROL
 JH0070  ___________________________________________________________________
 JH0070* NAD 83(1986)-  38 29 13.     (N)    100 58 51.     (W)     SCALED    
 JH0070* NAVD 88     -       919.352  (meters)    3016.24   (feet)  ADJUSTED  
 JH0070  ___________________________________________________________________
 JH0070  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 JH0070  DYNAMIC HT  -         918.576 (meters)    3013.69  (feet)  COMP
 JH0070  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 JH0070
 JH0070  VERT ORDER  -  SECOND    CLASS 0
 JH0070
 JH0070.The horizontal coordinates were scaled from a topographic map and have
 JH0070.an estimated accuracy of +/- 6 seconds.
 JH0070
 JH0070.The orthometric height was determined by differential leveling
 JH0070.and adjusted by the National Geodetic Survey in June 1991..
 JH0070
 JH0070.The geoid height was determined by GEOID03.
 JH0070
 JH0070.The dynamic height is computed by dividing the NAVD 88
 JH0070.geopotential number by the normal gravity value computed on the
 JH0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0070.degrees latitude (g = 980.6199 gals.).
 JH0070
 JH0070.The modeled gravity was interpolated from observed gravity values.
 JH0070
 JH0070;                    North         East    Units  Estimated Accuracy
 JH0070;SPC KS S     -   604,910.      183,580.      MT  (+/- 180 meters Scaled)
 JH0070
 JH0070                          SUPERSEDED SURVEY CONTROL
 JH0070
 JH0070  NGVD 29 (??/??/92)  919.060  (m)         3015.28   (f) ADJ UNCH    2 0
 JH0070
 JH0070.Superseded values are not recommended for survey control.
 JH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0070.See file dsdata.txt to determine how the superseded data were derived.
 JH0070
 JH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH272617(NAD 83)
 JH0070_MARKER: DB = BENCH MARK DISK
 JH0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0070_STAMPING: D 83 1935
 JH0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0070+STABILITY: SURFACE MOTION
 JH0070
 JH0070  HISTORY     - Date     Condition        Report By
 JH0070  HISTORY     - 1935     MONUMENTED       CGS
 JH0070  HISTORY     - 1940     GOOD             NGS
 JH0070
 JH0070                          STATION DESCRIPTION
 JH0070
 JH0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0070'4 MI W FROM SCOTT CITY.
 JH0070'4.0 MILES WEST OF THE MISSOURI PACIFIC RAILROAD STATION IN SCOTT
 JH0070'CITY ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, AT
 JH0070'A GRADE CROSSING, 5.0 FEET NORTH OF THE FIFTH POLE EAST OF
 JH0070'MILEPOST NO. 686-30, 71 FEET NORTHEAST OF CENTER OF CROSSING,
 JH0070'55 FEET EAST OF CENTER LINE OF ROAD CROSSING THE TRACKS, 45.5
 JH0070'FEET NORTH OF CENTER LINE OF THE TRACK, 35 FEET NORTH OF BLOCK
 JH0070'SIGNAL NO. 6867, 3.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 2.3
 JH0070'FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 JH0070'20 FEET.  MONUMENT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0540 ***********************************************************************
 HH0540  DESIGNATION -  D 84
 HH0540  PID         -  HH0540
 HH0540  STATE/COUNTY-  KS/STANTON
 HH0540  USGS QUAD   -  MANTER (1973)
 HH0540
 HH0540                         *CURRENT SURVEY CONTROL
 HH0540  ___________________________________________________________________
 HH0540* NAD 83(1986)-  37 30 40.     (N)    101 55 05.     (W)     SCALED    
 HH0540* NAVD 88     -      1073.396  (meters)    3521.63   (feet)  ADJUSTED  
 HH0540  ___________________________________________________________________
 HH0540  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 HH0540  DYNAMIC HT  -        1072.353 (meters)    3518.21  (feet)  COMP
 HH0540  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 HH0540
 HH0540  VERT ORDER  -  SECOND    CLASS 0
 HH0540
 HH0540.The horizontal coordinates were scaled from a topographic map and have
 HH0540.an estimated accuracy of +/- 6 seconds.
 HH0540
 HH0540.The orthometric height was determined by differential leveling
 HH0540.and adjusted by the National Geodetic Survey in June 1991..
 HH0540
 HH0540.The geoid height was determined by GEOID03.
 HH0540
 HH0540.The dynamic height is computed by dividing the NAVD 88
 HH0540.geopotential number by the normal gravity value computed on the
 HH0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0540.degrees latitude (g = 980.6199 gals.).
 HH0540
 HH0540.The modeled gravity was interpolated from observed gravity values.
 HH0540
 HH0540;                    North         East    Units  Estimated Accuracy
 HH0540;SPC KS S     -   499,260.       97,880.      MT  (+/- 180 meters Scaled)
 HH0540
 HH0540                          SUPERSEDED SURVEY CONTROL
 HH0540
 HH0540  NGVD 29 (??/??/92) 1072.975  (m)         3520.25   (f) ADJ UNCH    2 0
 HH0540
 HH0540.Superseded values are not recommended for survey control.
 HH0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0540.See file dsdata.txt to determine how the superseded data were derived.
 HH0540
 HH0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG420555(NAD 83)
 HH0540_MARKER: DB = BENCH MARK DISK
 HH0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0540_STAMPING: D 84 1935
 HH0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0540+STABILITY: SURFACE MOTION
 HH0540
 HH0540  HISTORY     - Date     Condition        Report By
 HH0540  HISTORY     - 1935     MONUMENTED       CGS
 HH0540  HISTORY     - 1947     GOOD             NGS
 HH0540
 HH0540                          STATION DESCRIPTION
 HH0540
 HH0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HH0540'2 MI W FROM MANTER.
 HH0540'2.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0540'FROM THE STATION AT MANTER, STANTON COUNTY, 1-1/2 POLES WEST
 HH0540'OF MILEPOST 55, 100 YARDS SOUTHEAST OF A SMALL RANCH HOUSE,
 HH0540'AND 51 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 HH0540'DISK, STAMPED D 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0356 ***********************************************************************
 HH0356  DESIGNATION -  D 85
 HH0356  PID         -  HH0356
 HH0356  STATE/COUNTY-  KS/GRANT
 HH0356  USGS QUAD   -  RYUS (1975)
 HH0356
 HH0356                         *CURRENT SURVEY CONTROL
 HH0356  ___________________________________________________________________
 HH0356* NAD 83(1986)-  37 29 07.     (N)    101 05 03.     (W)     SCALED    
 HH0356* NAVD 88     -       919.237  (meters)    3015.86   (feet)  ADJUSTED  
 HH0356  ___________________________________________________________________
 HH0356  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 HH0356  DYNAMIC HT  -         918.364 (meters)    3013.00  (feet)  COMP
 HH0356  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 HH0356
 HH0356  VERT ORDER  -  SECOND    CLASS 0
 HH0356
 HH0356.The horizontal coordinates were scaled from a topographic map and have
 HH0356.an estimated accuracy of +/- 6 seconds.
 HH0356
 HH0356.The orthometric height was determined by differential leveling
 HH0356.and adjusted by the National Geodetic Survey in June 1991..
 HH0356
 HH0356.The geoid height was determined by GEOID03.
 HH0356
 HH0356.The dynamic height is computed by dividing the NAVD 88
 HH0356.geopotential number by the normal gravity value computed on the
 HH0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0356.degrees latitude (g = 980.6199 gals.).
 HH0356
 HH0356.The modeled gravity was interpolated from observed gravity values.
 HH0356
 HH0356;                    North         East    Units  Estimated Accuracy
 HH0356;SPC KS S     -   494,020.      171,490.      MT  (+/- 180 meters Scaled)
 HH0356
 HH0356                          SUPERSEDED SURVEY CONTROL
 HH0356
 HH0356  NGVD 29 (??/??/92)  918.850  (m)         3014.59   (f) ADJ UNCH    2 0
 HH0356
 HH0356.Superseded values are not recommended for survey control.
 HH0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0356.See file dsdata.txt to determine how the superseded data were derived.
 HH0356
 HH0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG157507(NAD 83)
 HH0356_MARKER: DB = BENCH MARK DISK
 HH0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0356_STAMPING: D 85 1935
 HH0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0356+STABILITY: SURFACE MOTION
 HH0356
 HH0356  HISTORY     - Date     Condition        Report By
 HH0356  HISTORY     - 1935     MONUMENTED       CGS
 HH0356  HISTORY     - 1972     MARK NOT FOUND   USGS
 HH0356
 HH0356                          STATION DESCRIPTION
 HH0356
 HH0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0356'1.5 MI SE FROM RYUS.
 HH0356'1.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0356'RAILWAY FROM THE STATION AT RYUS, GRANT COUNTY, 11 FEET SOUTHWEST
 HH0356'OF MILEPOST 6, 49.5 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 HH0356'AND 1.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 HH0356'DISK, STAMPED D 85 1935 AND SET IN THE TOP OF A CONCRETE POST
 HH0356'PROJECTING 0.6 FOOT ABOVE GROUND.
 HH0356
 HH0356                          STATION RECOVERY (1972)
 HH0356
 HH0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0391 ***********************************************************************
 HH0391  DESIGNATION -  D 87
 HH0391  PID         -  HH0391
 HH0391  STATE/COUNTY-  KS/MORTON
 HH0391  USGS QUAD   -  ROLLA NW (1973)
 HH0391
 HH0391                         *CURRENT SURVEY CONTROL
 HH0391  ___________________________________________________________________
 HH0391* NAD 83(1986)-  37 10 15.     (N)    101 37 40.     (W)     SCALED    
 HH0391* NAVD 88     -       997.684  (meters)    3273.23   (feet)  ADJUSTED  
 HH0391  ___________________________________________________________________
 HH0391  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 HH0391  DYNAMIC HT  -         996.681 (meters)    3269.94  (feet)  COMP
 HH0391  MODELED GRAV-     979,591.8   (mgal)                       NAVD 88
 HH0391
 HH0391  VERT ORDER  -  SECOND    CLASS 0
 HH0391
 HH0391.The horizontal coordinates were scaled from a topographic map and have
 HH0391.an estimated accuracy of +/- 6 seconds.
 HH0391
 HH0391.The orthometric height was determined by differential leveling
 HH0391.and adjusted by the National Geodetic Survey in June 1991..
 HH0391
 HH0391.The geoid height was determined by GEOID03.
 HH0391
 HH0391.The dynamic height is computed by dividing the NAVD 88
 HH0391.geopotential number by the normal gravity value computed on the
 HH0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0391.degrees latitude (g = 980.6199 gals.).
 HH0391
 HH0391.The modeled gravity was interpolated from observed gravity values.
 HH0391
 HH0391;                    North         East    Units  Estimated Accuracy
 HH0391;SPC KS S     -   460,620.      122,260.      MT  (+/- 180 meters Scaled)
 HH0391
 HH0391                          SUPERSEDED SURVEY CONTROL
 HH0391
 HH0391  NGVD 29 (??/??/92)  997.246  (m)         3271.80   (f) ADJ UNCH    2 0
 HH0391
 HH0391.Superseded values are not recommended for survey control.
 HH0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0391.See file dsdata.txt to determine how the superseded data were derived.
 HH0391
 HH0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG666170(NAD 83)
 HH0391_MARKER: DB = BENCH MARK DISK
 HH0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0391_STAMPING: D 87 1935
 HH0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0391+STABILITY: SURFACE MOTION
 HH0391
 HH0391  HISTORY     - Date     Condition        Report By
 HH0391  HISTORY     - 1935     MONUMENTED       CGS
 HH0391  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0391
 HH0391                          STATION DESCRIPTION
 HH0391
 HH0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0391'15.8 MI W FROM HUGOTON.
 HH0391'IN MORTON COUNTY, 15.8 MILES WEST ALONG A COUNTY ROAD (THE 1935
 HH0391'ROUTE OF STATE HIGHWAY 51) FROM THE COURTHOUSE AT HUGOTON,
 HH0391'STEVENS COUNTY, 14.7 MILES SOUTHEAST OF RICHFIELD, MORTON
 HH0391'COUNTY, AT THE NORTH ONE OF TWO TRIANGLES FORMED BY THE JUNCTION
 HH0391'OF STATE HIGHWAY 45, 92 FEET SOUTHWEST OF THE CENTER LINE OF THE
 HH0391'COUNTY ROAD, 90 FEET EAST OF THE CENTER LINE OF THE
 HH0391'NORTH-AND-SOUTH ROAD, 75 FEET NORTH OF THE CENTER LINE OF THE
 HH0391'EAST-AND-WEST ROAD, AND IN THE CENTER OF THE TRIANGLE.  A
 HH0391'STANDARD DISK, STAMPED D 87 1935 AND SET IN THE TOP OF A
 HH0391'CONCRETE POST.
 HH0391
 HH0391                          STATION RECOVERY (1973)
 HH0391
 HH0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0420 ***********************************************************************
 HH0420  DESIGNATION -  D 88
 HH0420  PID         -  HH0420
 HH0420  STATE/COUNTY-  KS/MORTON
 HH0420  USGS QUAD   -  ELKHART NW (1973)
 HH0420
 HH0420                         *CURRENT SURVEY CONTROL
 HH0420  ___________________________________________________________________
 HH0420* NAD 83(1986)-  37 12 53.     (N)    101 53 59.     (W)     SCALED    
 HH0420* NAVD 88     -      1066.759  (meters)    3499.86   (feet)  ADJUSTED  
 HH0420  ___________________________________________________________________
 HH0420  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 HH0420  DYNAMIC HT  -        1065.682 (meters)    3496.32  (feet)  COMP
 HH0420  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 HH0420
 HH0420  VERT ORDER  -  SECOND    CLASS 0
 HH0420
 HH0420.The horizontal coordinates were scaled from a topographic map and have
 HH0420.an estimated accuracy of +/- 6 seconds.
 HH0420
 HH0420.The orthometric height was determined by differential leveling
 HH0420.and adjusted by the National Geodetic Survey in June 1991..
 HH0420
 HH0420.The geoid height was determined by GEOID03.
 HH0420
 HH0420.The dynamic height is computed by dividing the NAVD 88
 HH0420.geopotential number by the normal gravity value computed on the
 HH0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0420.degrees latitude (g = 980.6199 gals.).
 HH0420
 HH0420.The modeled gravity was interpolated from observed gravity values.
 HH0420
 HH0420;                    North         East    Units  Estimated Accuracy
 HH0420;SPC KS S     -   466,330.       98,300.      MT  (+/- 180 meters Scaled)
 HH0420
 HH0420                          SUPERSEDED SURVEY CONTROL
 HH0420
 HH0420  NGVD 29 (??/??/92) 1066.309  (m)         3498.38   (f) ADJ UNCH    2 0
 HH0420
 HH0420.Superseded values are not recommended for survey control.
 HH0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0420.See file dsdata.txt to determine how the superseded data were derived.
 HH0420
 HH0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG426226(NAD 83)
 HH0420_MARKER: DB = BENCH MARK DISK
 HH0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0420_STAMPING: D 88 1935
 HH0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0420+STABILITY: SURFACE MOTION
 HH0420
 HH0420  HISTORY     - Date     Condition        Report By
 HH0420  HISTORY     - 1935     MONUMENTED       CGS
 HH0420  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0420
 HH0420                          STATION DESCRIPTION
 HH0420
 HH0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0420'9.6 MI SW FROM RICHFIELD.
 HH0420'9.6 MILES SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 51
 HH0420'FROM RICHFIELD, MORTON COUNTY, AT THE INTERSECTION OF A DIM ROAD,
 HH0420'118 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, 39 FEET
 HH0420'NORTH OF THE CENTER LINE OF THE DIM ROAD, AND 3 FEET NORTHWEST
 HH0420'OF A FENCE CORNER.  A STANDARD DISK, STAMPED D 88 1935 AND
 HH0420'SET IN THE TOP OF A CONCRETE POST.
 HH0420
 HH0420                          STATION RECOVERY (1973)
 HH0420
 HH0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0477 ***********************************************************************
 HH0477  DESIGNATION -  D 89 RESET
 HH0477  PID         -  HH0477
 HH0477  STATE/COUNTY-  KS/STANTON
 HH0477  USGS QUAD   -  RICHFIELD NE (1973)
 HH0477
 HH0477                         *CURRENT SURVEY CONTROL
 HH0477  ___________________________________________________________________
 HH0477* NAD 83(1986)-  37 26 48.     (N)    101 45 44.     (W)     SCALED    
 HH0477* NAVD 88     -      1023.49   (meters)    3357.9    (feet)  RESET     
 HH0477  ___________________________________________________________________
 HH0477  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 HH0477
 HH0477  VERT ORDER  -  THIRD
 HH0477
 HH0477.The horizontal coordinates were scaled from a topographic map and have
 HH0477.an estimated accuracy of +/- 6 seconds.
 HH0477
 HH0477.The orthometric height was computed from unverified reset data.
 HH0477
 HH0477.The geoid height was determined by GEOID03.
 HH0477
 HH0477;                    North         East    Units  Estimated Accuracy
 HH0477;SPC KS S     -   491,620.      111,400.      MT  (+/- 180 meters Scaled)
 HH0477
 HH0477                          SUPERSEDED SURVEY CONTROL
 HH0477
 HH0477.No superseded survey control is available for this station.
 HH0477
 HH0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG556480(NAD 83)
 HH0477_MARKER: DB = BENCH MARK DISK
 HH0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0477_STAMPING: D 89 RESET 1936
 HH0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0477+STABILITY: SURFACE MOTION
 HH0477
 HH0477  HISTORY     - Date     Condition        Report By
 HH0477  HISTORY     - 1936     MONUMENTED       KSHC
 HH0477
 HH0477                          STATION DESCRIPTION
 HH0477
 HH0477'DESCRIBED BY KS HIGHWAY COMM 1936
 HH0477'9.5 MI S FROM JOHNSON.
 HH0477'9.5 MILES SOUTH ALONG STATE HIGHWAY 27 FROM JOHNSON, STANTON
 HH0477'COUNTY, AT THE NORTHEAST CORNER OF A CROSSROADS, 94 FEET EAST
 HH0477'OF THE CENTERLINE OF THE HIGHWAY, AND 39 FEET NORTH OF THE
 HH0477'CENTERLINE OF THE CROSSROAD.  A STANDARD DISK, STAMPED D 89
 HH0477'RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0091 ***********************************************************************
 JH0091  DESIGNATION -  D 9
 JH0091  PID         -  JH0091
 JH0091  STATE/COUNTY-  KS/LOGAN
 JH0091  USGS QUAD   -  ELKADER NE (1972)
 JH0091
 JH0091                         *CURRENT SURVEY CONTROL
 JH0091  ___________________________________________________________________
 JH0091* NAD 83(1986)-  38 58 29.     (N)    100 51 05.     (W)     SCALED    
 JH0091* NAVD 88     -       913.060  (meters)    2995.60   (feet)  POSTED    
 JH0091  ___________________________________________________________________
 JH0091  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 JH0091  DYNAMIC HT  -         912.330 (meters)    2993.20  (feet)  COMP
 JH0091  MODELED GRAV-     979,796.6   (mgal)                       NAVD 88
 JH0091
 JH0091  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JH0091
 JH0091.The horizontal coordinates were scaled from a topographic map and have
 JH0091.an estimated accuracy of +/- 6 seconds.
 JH0091
 JH0091.The orthometric height was determined by differential leveling
 JH0091.and adjusted by the National Geodetic Survey in 1992..
 JH0091.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JH0091.rate of 0.0 thru 1.0 mm/km.
 JH0091
 JH0091.The geoid height was determined by GEOID03.
 JH0091
 JH0091.The dynamic height is computed by dividing the NAVD 88
 JH0091.geopotential number by the normal gravity value computed on the
 JH0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0091.degrees latitude (g = 980.6199 gals.).
 JH0091
 JH0091.The modeled gravity was interpolated from observed gravity values.
 JH0091
 JH0091;                    North         East    Units  Estimated Accuracy
 JH0091;SPC KS N     -    75,090.      152,960.      MT  (+/- 180 meters Scaled)
 JH0091
 JH0091                          SUPERSEDED SURVEY CONTROL
 JH0091
 JH0091  NGVD 29 (??/??/92)  912.734  (m)         2994.53   (f) ADJ UNCH    1 2
 JH0091
 JH0091.Superseded values are not recommended for survey control.
 JH0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0091.See file dsdata.txt to determine how the superseded data were derived.
 JH0091
 JH0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ396156(NAD 83)
 JH0091_MARKER: DB = BENCH MARK DISK
 JH0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0091_STAMPING: D-9 1933
 JH0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0091+STABILITY: SURFACE MOTION
 JH0091
 JH0091  HISTORY     - Date     Condition        Report By
 JH0091  HISTORY     - 1933     MONUMENTED       CGS
 JH0091  HISTORY     - 1949     GOOD             NGS
 JH0091  HISTORY     - 1986     MARK NOT FOUND   NGS
 JH0091
 JH0091                          STATION DESCRIPTION
 JH0091
 JH0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0091'10.6 MI S FROM OAKLEY.
 JH0091'10.65 MILES SOUTH OF U.P. R.R. STATION AT OAKLEY 54 FEET WEST
 JH0091'OF CENTERLINE OF HIGHWAY U.S. 83, 33 FEET NORTH OF CENTERLINE
 JH0091'OF SECTION ROAD, 3 1/2 FEET NORTH OF TELEPHONE POLE, ON WEST
 JH0091'HIGHWAY RIGHT OF WAY LINE.
 JH0091
 JH0091                          STATION RECOVERY (1949)
 JH0091
 JH0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JH0091'RECOVERED IN GOOD CONDITION.
 JH0091
 JH0091                          STATION RECOVERY (1986)
 JH0091
 JH0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0091'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0526 ***********************************************************************
 HH0526  DESIGNATION -  D 90 RESET
 HH0526  PID         -  HH0526
 HH0526  STATE/COUNTY-  KS/HAMILTON
 HH0526  USGS QUAD   -  SYRACUSE WEST SE (1966)
 HH0526
 HH0526                         *CURRENT SURVEY CONTROL
 HH0526  ___________________________________________________________________
 HH0526* NAD 83(1986)-  37 51 22.     (N)    101 45 42.     (W)     SCALED    
 HH0526* NAVD 88     -      1072.11   (meters)    3517.4    (feet)  RESET     
 HH0526  ___________________________________________________________________
 HH0526  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 HH0526
 HH0526  VERT ORDER  -  THIRD
 HH0526
 HH0526.The horizontal coordinates were scaled from a topographic map and have
 HH0526.an estimated accuracy of +/- 6 seconds.
 HH0526
 HH0526.The orthometric height was computed from unverified reset data.
 HH0526
 HH0526.The geoid height was determined by GEOID03.
 HH0526
 HH0526;                    North         East    Units  Estimated Accuracy
 HH0526;SPC KS S     -   537,030.      113,040.      MT  (+/- 180 meters Scaled)
 HH0526
 HH0526                          SUPERSEDED SURVEY CONTROL
 HH0526
 HH0526.No superseded survey control is available for this station.
 HH0526
 HH0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG570934(NAD 83)
 HH0526_MARKER: DB = BENCH MARK DISK
 HH0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0526_STAMPING: D 90 RESET 1965
 HH0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0526+STABILITY: SURFACE MOTION
 HH0526
 HH0526  HISTORY     - Date     Condition        Report By
 HH0526  HISTORY     - 1965     MONUMENTED       CGS
 HH0526
 HH0526                          STATION DESCRIPTION
 HH0526
 HH0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HH0526'8.6 MI S FROM SYRACUSE.
 HH0526'8.6 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE ATCHISON, TOPEKA
 HH0526'AND SANTA FE RAILWAY STATION AT SYRACUSE, HAMILTON COUNTY,
 HH0526'IN THE SOUTHWEST CORNER OF A TRIANGLE FORMED BY THE ROADS,
 HH0526'60 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 270, 42 FEET
 HH0526'NORTH OF THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD, AND 2
 HH0526'FEET NORTH OF A METAL WITNESS POST.  A STANDARD DISK STAMPED
 HH0526'A 90 RESET 1965, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 HH0526'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0219 ***********************************************************************
 HH0219  DESIGNATION -  D 91 RESET
 HH0219  PID         -  HH0219
 HH0219  STATE/COUNTY-  KS/KEARNY
 HH0219  USGS QUAD   -  LAKIN (1978)
 HH0219
 HH0219                         *CURRENT SURVEY CONTROL
 HH0219  ___________________________________________________________________
 HH0219* NAD 83(1986)-  37 52 43.     (N)    101 18 46.     (W)     SCALED    
 HH0219* NAVD 88     -       925.497  (meters)    3036.40   (feet)  ADJUSTED  
 HH0219  ___________________________________________________________________
 HH0219  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 HH0219  DYNAMIC HT  -         924.642 (meters)    3033.60  (feet)  COMP
 HH0219  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 HH0219
 HH0219  VERT ORDER  -  SECOND    CLASS 0
 HH0219
 HH0219.The horizontal coordinates were scaled from a topographic map and have
 HH0219.an estimated accuracy of +/- 6 seconds.
 HH0219
 HH0219.The orthometric height was determined by differential leveling
 HH0219.and adjusted by the National Geodetic Survey in June 1991..
 HH0219
 HH0219.The geoid height was determined by GEOID03.
 HH0219
 HH0219.The dynamic height is computed by dividing the NAVD 88
 HH0219.geopotential number by the normal gravity value computed on the
 HH0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0219.degrees latitude (g = 980.6199 gals.).
 HH0219
 HH0219.The modeled gravity was interpolated from observed gravity values.
 HH0219
 HH0219;                    North         East    Units  Estimated Accuracy
 HH0219;SPC KS S     -   538,240.      152,590.      MT  (+/- 180 meters Scaled)
 HH0219
 HH0219                          SUPERSEDED SURVEY CONTROL
 HH0219
 HH0219  NGVD 29 (??/??/92)  925.084  (m)         3035.05   (f) ADJ UNCH    2 0
 HH0219
 HH0219.Superseded values are not recommended for survey control.
 HH0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0219.See file dsdata.txt to determine how the superseded data were derived.
 HH0219
 HH0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG965948(NAD 83)
 HH0219_MARKER: DB = BENCH MARK DISK
 HH0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HH0219_SP_SET: BRIDGE
 HH0219_STAMPING: D 91 RESET 1940
 HH0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0219
 HH0219  HISTORY     - Date     Condition        Report By
 HH0219  HISTORY     - 1940     MONUMENTED       CGS
 HH0219  HISTORY     - 1941     GOOD             NGS
 HH0219
 HH0219                          STATION DESCRIPTION
 HH0219
 HH0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0219'1.6 MI S FROM LAKIN.
 HH0219'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE ATCHISON,
 HH0219'TOPEKA AND SANTA FE RAILWAY STATION AT LAKIN, KEARNY COUNTY,
 HH0219'THENCE ABOUT 0.6 MILE WEST, 2.0 MILES SOUTH, 2.4 MILES WEST,
 HH0219'AND 0.6 MILE SOUTH ALONG A GRAVEL ROAD (THE ABANDONED RIGHT-OF-WAY
 HH0219'OF STATE HIGHWAY 25), ABOUT 0.3 MILE SOUTHEAST OF A FARMHOUSE WEST
 HH0219'OF THE HIGHWAY, AT A CONCRETE BRIDGE OVER AN IRRIGATION DITCH,
 HH0219'IN THE TOP OF THE EAST ABUTMENT, AND 13.0 FEET EAST OF THE
 HH0219'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 91
 HH0219'RESET 1940.
 HH0219
 HH0219                          STATION RECOVERY (1941)
 HH0219
 HH0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 HH0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0362 ***********************************************************************
 HH0362  DESIGNATION -  D 92
 HH0362  PID         -  HH0362
 HH0362  STATE/COUNTY-  KS/GRANT
 HH0362  USGS QUAD   -  WAGON BED SPRING (1974)
 HH0362
 HH0362                         *CURRENT SURVEY CONTROL
 HH0362  ___________________________________________________________________
 HH0362* NAD 83(1986)-  37 29 20.     (N)    101 21 44.     (W)     SCALED    
 HH0362* NAVD 88     -       932.645  (meters)    3059.85   (feet)  ADJUSTED  
 HH0362  ___________________________________________________________________
 HH0362  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 HH0362  DYNAMIC HT  -         931.763 (meters)    3056.96  (feet)  COMP
 HH0362  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 HH0362
 HH0362  VERT ORDER  -  SECOND    CLASS 0
 HH0362
 HH0362.The horizontal coordinates were scaled from a topographic map and have
 HH0362.an estimated accuracy of +/- 6 seconds.
 HH0362
 HH0362.The orthometric height was determined by differential leveling
 HH0362.and adjusted by the National Geodetic Survey in June 1991..
 HH0362
 HH0362.The geoid height was determined by GEOID03.
 HH0362
 HH0362.The dynamic height is computed by dividing the NAVD 88
 HH0362.geopotential number by the normal gravity value computed on the
 HH0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0362.degrees latitude (g = 980.6199 gals.).
 HH0362
 HH0362.The modeled gravity was interpolated from observed gravity values.
 HH0362
 HH0362;                    North         East    Units  Estimated Accuracy
 HH0362;SPC KS S     -   495,140.      146,920.      MT  (+/- 180 meters Scaled)
 HH0362
 HH0362                          SUPERSEDED SURVEY CONTROL
 HH0362
 HH0362  NGVD 29 (??/??/92)  932.257  (m)         3058.58   (f) ADJ UNCH    2 0
 HH0362
 HH0362.Superseded values are not recommended for survey control.
 HH0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0362.See file dsdata.txt to determine how the superseded data were derived.
 HH0362
 HH0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG911517(NAD 83)
 HH0362_MARKER: DB = BENCH MARK DISK
 HH0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0362_SP_SET: CULVERT
 HH0362_STAMPING: D 92 1935
 HH0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0362
 HH0362  HISTORY     - Date     Condition        Report By
 HH0362  HISTORY     - 1935     MONUMENTED       CGS
 HH0362
 HH0362                          STATION DESCRIPTION
 HH0362
 HH0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0362'6.2 MI S FROM ULYSSES.
 HH0362'ABOUT 6.2 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE HIGH
 HH0362'SCHOOL AT ULYSSES, GRANT COUNTY, AT THE CROSSING OF A ROAD LEADING
 HH0362'WEST, 66 FEET SOUTHEAST OF THE ROAD, 18 FEET EAST OF THE CENTER
 HH0362'LINE OF THE HIGHWAY, AT A CONCRETE CULVERT, AND IN THE CENTER
 HH0362'OF THE TOP OF THE EAST CONCRETE ABUTMENT.  A STANDARD DISK,
 HH0362'STAMPED D 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0445 ***********************************************************************
 HH0445  DESIGNATION -  D 93
 HH0445  PID         -  HH0445
 HH0445  STATE/COUNTY-  KS/MORTON
 HH0445  USGS QUAD   -  ELKHART NORTH (1973)
 HH0445
 HH0445                         *CURRENT SURVEY CONTROL
 HH0445  ___________________________________________________________________
 HH0445* NAD 83(1986)-  37 01 56.     (N)    101 53 58.     (W)     SCALED    
 HH0445* NAVD 88     -      1088.971  (meters)    3572.73   (feet)  ADJUSTED  
 HH0445  ___________________________________________________________________
 HH0445  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 HH0445  DYNAMIC HT  -        1087.854 (meters)    3569.07  (feet)  COMP
 HH0445  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 HH0445
 HH0445  VERT ORDER  -  SECOND    CLASS 0
 HH0445
 HH0445.The horizontal coordinates were scaled from a topographic map and have
 HH0445.an estimated accuracy of +/- 6 seconds.
 HH0445
 HH0445.The orthometric height was determined by differential leveling
 HH0445.and adjusted by the National Geodetic Survey in June 1991..
 HH0445
 HH0445.The geoid height was determined by GEOID03.
 HH0445
 HH0445.The dynamic height is computed by dividing the NAVD 88
 HH0445.geopotential number by the normal gravity value computed on the
 HH0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0445.degrees latitude (g = 980.6199 gals.).
 HH0445
 HH0445.The modeled gravity was interpolated from observed gravity values.
 HH0445
 HH0445;                    North         East    Units  Estimated Accuracy
 HH0445;SPC KS S     -   446,090.       97,590.      MT  (+/- 180 meters Scaled)
 HH0445
 HH0445                          SUPERSEDED SURVEY CONTROL
 HH0445
 HH0445  NGVD 29 (??/??/92) 1088.507  (m)         3571.21   (f) ADJ UNCH    2 0
 HH0445
 HH0445.Superseded values are not recommended for survey control.
 HH0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0445.See file dsdata.txt to determine how the superseded data were derived.
 HH0445
 HH0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG420023(NAD 83)
 HH0445_MARKER: DB = BENCH MARK DISK
 HH0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0445_STAMPING: D 93 1935
 HH0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0445+STABILITY: SURFACE MOTION
 HH0445
 HH0445  HISTORY     - Date     Condition        Report By
 HH0445  HISTORY     - 1935     MONUMENTED       CGS
 HH0445  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0445
 HH0445                          STATION DESCRIPTION
 HH0445
 HH0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0445'1.9 MI N FROM ELKHART.
 HH0445'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE HIGH
 HH0445'SCHOOL AT ELKHART, MORTON COUNTY, 35 FEET WEST OF THE CENTER
 HH0445'LINE OF THE HIGHWAY, 20 FEET SOUTH OF A SECTION-LINE FENCE,
 HH0445'AND 2 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED D 93 1935
 HH0445'AND SET IN THE TOP OF A CONCRETE POST.
 HH0445
 HH0445                          STATION RECOVERY (1973)
 HH0445
 HH0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0283 ***********************************************************************
 KH0283  DESIGNATION -  D 94
 KH0283  PID         -  KH0283
 KH0283  STATE/COUNTY-  KS/RAWLINS
 KH0283  USGS QUAD   -  ATWOOD (1978)
 KH0283
 KH0283                         *CURRENT SURVEY CONTROL
 KH0283  ___________________________________________________________________
 KH0283* NAD 83(1986)-  39 49 34.     (N)    101 04 10.     (W)     SCALED    
 KH0283* NAVD 88     -       872.959  (meters)    2864.03   (feet)  ADJUSTED  
 KH0283  ___________________________________________________________________
 KH0283  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 KH0283  DYNAMIC HT  -         872.318 (meters)    2861.93  (feet)  COMP
 KH0283  MODELED GRAV-     979,863.5   (mgal)                       NAVD 88
 KH0283
 KH0283  VERT ORDER  -  SECOND    CLASS 0
 KH0283
 KH0283.The horizontal coordinates were scaled from a topographic map and have
 KH0283.an estimated accuracy of +/- 6 seconds.
 KH0283
 KH0283.The orthometric height was determined by differential leveling
 KH0283.and adjusted by the National Geodetic Survey in June 1991..
 KH0283
 KH0283.The geoid height was determined by GEOID03.
 KH0283
 KH0283.The dynamic height is computed by dividing the NAVD 88
 KH0283.geopotential number by the normal gravity value computed on the
 KH0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0283.degrees latitude (g = 980.6199 gals.).
 KH0283
 KH0283.The modeled gravity was interpolated from observed gravity values.
 KH0283
 KH0283;                    North         East    Units  Estimated Accuracy
 KH0283;SPC KS N     -   170,180.      137,270.      MT  (+/- 180 meters Scaled)
 KH0283
 KH0283                          SUPERSEDED SURVEY CONTROL
 KH0283
 KH0283  NGVD 29 (??/??/92)  872.613  (m)         2862.90   (f) ADJ UNCH    2 0
 KH0283
 KH0283.Superseded values are not recommended for survey control.
 KH0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0283.See file dsdata.txt to determine how the superseded data were derived.
 KH0283
 KH0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK228105(NAD 83)
 KH0283_MARKER: DB = BENCH MARK DISK
 KH0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0283_STAMPING: D 94 1935
 KH0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0283+STABILITY: SURFACE MOTION
 KH0283
 KH0283  HISTORY     - Date     Condition        Report By
 KH0283  HISTORY     - 1935     MONUMENTED       CGS
 KH0283
 KH0283                          STATION DESCRIPTION
 KH0283
 KH0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0283'1.3 MI W FROM ATWOOD.
 KH0283'1.3 MI. W. ALONG C.B. AND Q. RY.  ABOUT 100 YDS. W. OF SIGN
 KH0283'ATWOOD, ABOUT 50 FT. E. OF THE CENTER LINE OF A DIM ROAD CROSSING
 KH0283'TRACK, ABOUT 1/4 MI. N. OF A FARMSTEAD, ABOUT 50 FT. S. OF THE
 KH0283'CENTER OF THE TRACK AND 1 FT. N. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0473 ***********************************************************************
 KH0473  DESIGNATION -  D 95
 KH0473  PID         -  KH0473
 KH0473  STATE/COUNTY-  KS/CHEYENNE
 KH0473  USGS QUAD   -  ST FRANCIS SW (1978)
 KH0473
 KH0473                         *CURRENT SURVEY CONTROL
 KH0473  ___________________________________________________________________
 KH0473* NAD 83(1986)-  39 45 22.     (N)    101 59 41.     (W)     SCALED    
 KH0473* NAVD 88     -      1125.446  (meters)    3692.40   (feet)  ADJUSTED  
 KH0473  ___________________________________________________________________
 KH0473  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 KH0473  DYNAMIC HT  -        1124.555 (meters)    3689.48  (feet)  COMP
 KH0473  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 KH0473
 KH0473  VERT ORDER  -  SECOND    CLASS 0
 KH0473
 KH0473.The horizontal coordinates were scaled from a topographic map and have
 KH0473.an estimated accuracy of +/- 6 seconds.
 KH0473
 KH0473.The orthometric height was determined by differential leveling
 KH0473.and adjusted by the National Geodetic Survey in June 1991..
 KH0473
 KH0473.The geoid height was determined by GEOID03.
 KH0473
 KH0473.The dynamic height is computed by dividing the NAVD 88
 KH0473.geopotential number by the normal gravity value computed on the
 KH0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0473.degrees latitude (g = 980.6199 gals.).
 KH0473
 KH0473.The modeled gravity was interpolated from observed gravity values.
 KH0473
 KH0473;                    North         East    Units  Estimated Accuracy
 KH0473;SPC KS N     -   165,500.       57,780.      MT  (+/- 180 meters Scaled)
 KH0473
 KH0473                          SUPERSEDED SURVEY CONTROL
 KH0473
 KH0473  NGVD 29 (??/??/92) 1124.991  (m)         3690.91   (f) ADJ UNCH    2 0
 KH0473
 KH0473.Superseded values are not recommended for survey control.
 KH0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0473.See file dsdata.txt to determine how the superseded data were derived.
 KH0473
 KH0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK434049(NAD 83)
 KH0473_MARKER: DB = BENCH MARK DISK
 KH0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0473_SP_SET: CULVERT
 KH0473_STAMPING: D 95 1935
 KH0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0473
 KH0473  HISTORY     - Date     Condition        Report By
 KH0473  HISTORY     - 1935     MONUMENTED       CGS
 KH0473  HISTORY     - 1963     GOOD             USGS
 KH0473
 KH0473                          STATION DESCRIPTION
 KH0473
 KH0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0473'10.4 MI W FROM ST FRANCIS.
 KH0473'10.4 MI. W. OF DEPOT ALONG U.S. 36 ABOUT 110 FT. S.W. OF THE LAMPE
 KH0473'STORE AND SERVICE STATION, ABOUT 14 FT. E. OF THE CENTER LINE
 KH0473'OF A CROSSROAD, ABOUT 16 FT. S. OF THE CENTER LINE OF THE HWY.
 KH0473'AND SET ON THE S.E. HEADWALL OF A CONCRETE CULVERT.
 KH0473
 KH0473                          STATION RECOVERY (1963)
 KH0473
 KH0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KH0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0498 ***********************************************************************
 KH0498  DESIGNATION -  D 96
 KH0498  PID         -  KH0498
 KH0498  STATE/COUNTY-  KS/CHEYENNE
 KH0498  USGS QUAD   -  BIRD CITY NORTH (1976)
 KH0498
 KH0498                         *CURRENT SURVEY CONTROL
 KH0498  ___________________________________________________________________
 KH0498* NAD 83(1986)-  39 45 26.     (N)    101 32 32.     (W)     SCALED    
 KH0498* NAVD 88     -      1058.539  (meters)    3472.89   (feet)  ADJUSTED  
 KH0498  ___________________________________________________________________
 KH0498  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 KH0498  DYNAMIC HT  -        1057.714 (meters)    3470.18  (feet)  COMP
 KH0498  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 KH0498
 KH0498  VERT ORDER  -  SECOND    CLASS 0
 KH0498
 KH0498.The horizontal coordinates were scaled from a topographic map and have
 KH0498.an estimated accuracy of +/- 6 seconds.
 KH0498
 KH0498.The orthometric height was determined by differential leveling
 KH0498.and adjusted by the National Geodetic Survey in June 1991..
 KH0498
 KH0498.The geoid height was determined by GEOID03.
 KH0498
 KH0498.The dynamic height is computed by dividing the NAVD 88
 KH0498.geopotential number by the normal gravity value computed on the
 KH0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0498.degrees latitude (g = 980.6199 gals.).
 KH0498
 KH0498.The modeled gravity was interpolated from observed gravity values.
 KH0498
 KH0498;                    North         East    Units  Estimated Accuracy
 KH0498;SPC KS N     -   164,010.       96,530.      MT  (+/- 180 meters Scaled)
 KH0498
 KH0498                          SUPERSEDED SURVEY CONTROL
 KH0498
 KH0498  NGVD 29 (??/??/92) 1058.104  (m)         3471.46   (f) ADJ UNCH    2 0
 KH0498
 KH0498.Superseded values are not recommended for survey control.
 KH0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0498.See file dsdata.txt to determine how the superseded data were derived.
 KH0498
 KH0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK822039(NAD 83)
 KH0498_MARKER: DB = BENCH MARK DISK
 KH0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0498_STAMPING: D 96 1935
 KH0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0498+STABILITY: SURFACE MOTION
 KH0498
 KH0498  HISTORY     - Date     Condition        Report By
 KH0498  HISTORY     - 1935     MONUMENTED       CGS
 KH0498  HISTORY     - 1942     GOOD             NGS
 KH0498
 KH0498                          STATION DESCRIPTION
 KH0498
 KH0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0498'0.6 MI W FROM BIRD CITY.
 KH0498'0.6 MI. W. ALONG C.B. AND Q. RY.  ABOUT 4-1/2 POLES E. OF MILEPOLE
 KH0498'119, ABOUT 30 FT. W. OF THE CENTER LINE OF A CROSS-ROAD, ABOUT
 KH0498'32 FT. S. OF THE CENTER LINE OF THE TRACK AND ABOUT 12 FT. N.E.
 KH0498'OF A SMALL TELEPHONE POLE.
 KH0498
 KH0498                          STATION RECOVERY (1942)
 KH0498
 KH0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0151 ***********************************************************************
 JH0151  DESIGNATION -  D 97 RESET
 JH0151  PID         -  JH0151
 JH0151  STATE/COUNTY-  KS/LOGAN
 JH0151  USGS QUAD   -  WEST OF RUSSELL SPRINGS (1969)
 JH0151
 JH0151                         *CURRENT SURVEY CONTROL
 JH0151  ___________________________________________________________________
 JH0151* NAD 83(1986)-  38 54 16.     (N)    101 19 07.     (W)     SCALED    
 JH0151* NAVD 88     -       922.92   (meters)    3027.9    (feet)  RESET     
 JH0151  ___________________________________________________________________
 JH0151  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JH0151
 JH0151  VERT ORDER  -  THIRD
 JH0151
 JH0151.The horizontal coordinates were scaled from a topographic map and have
 JH0151.an estimated accuracy of +/- 6 seconds.
 JH0151
 JH0151.The orthometric height was computed from unverified reset data.
 JH0151
 JH0151.The geoid height was determined by GEOID03.
 JH0151
 JH0151;                    North         East    Units  Estimated Accuracy
 JH0151;SPC KS N     -    68,670.      112,210.      MT  (+/- 180 meters Scaled)
 JH0151
 JH0151                          SUPERSEDED SURVEY CONTROL
 JH0151
 JH0151.No superseded survey control is available for this station.
 JH0151
 JH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ989087(NAD 83)
 JH0151_MARKER: DB = BENCH MARK DISK
 JH0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JH0151_SP_SET: BRIDGE
 JH0151_STAMPING: D 97 RESET 1958
 JH0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0151
 JH0151  HISTORY     - Date     Condition        Report By
 JH0151  HISTORY     - 1958     MONUMENTED       KSHC
 JH0151  HISTORY     - 1959     GOOD             NGS
 JH0151
 JH0151                          STATION DESCRIPTION
 JH0151
 JH0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JH0151'7.7 MI W FROM RUSSELL SPRINGS.
 JH0151'7.7 MILES WEST ALONG STATE HIGHWAY K 25, FROM THE COURTHOUSE
 JH0151'AT RUSSELL SPRINGS, LOGAN COUNTY, 0.1 MILES WEST OF DEEP CUT
 JH0151'ON HIGHWAY AT THE WEST END OF SOUTH HOBGUARD OF A CONCRETE
 JH0151'BOX BRIDGE.  39.0 FEET SOUTH OF THE CENTERLINE OF K 25 HIGHWAY.
 JH0151'A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0179 ***********************************************************************
 JH0179  DESIGNATION -  D 98
 JH0179  PID         -  JH0179
 JH0179  STATE/COUNTY-  KS/WICHITA
 JH0179  USGS QUAD   -  CORONADO CEMETERY (1968)
 JH0179
 JH0179                         *CURRENT SURVEY CONTROL
 JH0179  ___________________________________________________________________
 JH0179* NAD 83(1986)-  38 36 00.     (N)    101 22 05.     (W)     SCALED    
 JH0179* NAVD 88     -      1010.966  (meters)    3316.81   (feet)  ADJUSTED  
 JH0179  ___________________________________________________________________
 JH0179  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JH0179  DYNAMIC HT  -        1010.093 (meters)    3313.95  (feet)  COMP
 JH0179  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 JH0179
 JH0179  VERT ORDER  -  SECOND    CLASS 0
 JH0179
 JH0179.The horizontal coordinates were scaled from a topographic map and have
 JH0179.an estimated accuracy of +/- 6 seconds.
 JH0179
 JH0179.The orthometric height was determined by differential leveling
 JH0179.and adjusted by the National Geodetic Survey in June 1991..
 JH0179
 JH0179.The geoid height was determined by GEOID03.
 JH0179
 JH0179.The dynamic height is computed by dividing the NAVD 88
 JH0179.geopotential number by the normal gravity value computed on the
 JH0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0179.degrees latitude (g = 980.6199 gals.).
 JH0179
 JH0179.The modeled gravity was interpolated from observed gravity values.
 JH0179
 JH0179;                    North         East    Units  Estimated Accuracy
 JH0179;SPC KS S     -   618,420.      150,200.      MT  (+/- 180 meters Scaled)
 JH0179
 JH0179                          SUPERSEDED SURVEY CONTROL
 JH0179
 JH0179  NGVD 29 (??/??/92) 1010.583  (m)         3315.55   (f) ADJ UNCH    2 0
 JH0179
 JH0179.Superseded values are not recommended for survey control.
 JH0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0179.See file dsdata.txt to determine how the superseded data were derived.
 JH0179
 JH0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH937750(NAD 83)
 JH0179_MARKER: DB = BENCH MARK DISK
 JH0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0179_SP_SET: CULVERT
 JH0179_STAMPING: D 98 1935
 JH0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0179
 JH0179  HISTORY     - Date     Condition        Report By
 JH0179  HISTORY     - 1935     MONUMENTED       CGS
 JH0179  HISTORY     - 1940     GOOD             NGS
 JH0179
 JH0179                          STATION DESCRIPTION
 JH0179
 JH0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0179'8.9 MI N FROM LEOTI.
 JH0179'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED NORTHWARD ALONG
 JH0179'STATE HIGHWAY NO. 25, GO 8.9 MILES.  BENCH MARK IS 0.1 MILE
 JH0179'NORTH OF CROSS-INTERSECTION OF STATE HIGHWAY WITH AN EAST-WEST
 JH0179'SECTION LINE ROAD (GRADED EAST OF THE HIGHWAY--UNIMPROVED WEST
 JH0179'OF THE HIGHWAY), AT THE EAST END OF A CONCRETE BOX CULVERT, ON
 JH0179'TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL, SET FLUSH
 JH0179'AND HORIZONTALLY.  NO 4 X 4 INCH WOODEN POST SET--CULVERT
 JH0179'SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0217 ***********************************************************************
 JH0217  DESIGNATION -  D 99 RESET
 JH0217  PID         -  JH0217
 JH0217  STATE/COUNTY-  KS/WICHITA
 JH0217  USGS QUAD   -  LYDIA (1970)
 JH0217
 JH0217                         *CURRENT SURVEY CONTROL
 JH0217  ___________________________________________________________________
 JH0217* NAD 83(1986)-  38 16 43.     (N)    101 19 42.     (W)     SCALED    
 JH0217* NAVD 88     -      1000.254  (meters)    3281.67   (feet)  ADJUSTED  
 JH0217  ___________________________________________________________________
 JH0217  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 JH0217  DYNAMIC HT  -         999.378 (meters)    3278.79  (feet)  COMP
 JH0217  MODELED GRAV-     979,718.3   (mgal)                       NAVD 88
 JH0217
 JH0217  VERT ORDER  -  SECOND    CLASS 0
 JH0217
 JH0217.The horizontal coordinates were scaled from a topographic map and have
 JH0217.an estimated accuracy of +/- 6 seconds.
 JH0217
 JH0217.The orthometric height was determined by differential leveling
 JH0217.and adjusted by the National Geodetic Survey in June 1991..
 JH0217
 JH0217.The geoid height was determined by GEOID03.
 JH0217
 JH0217.The dynamic height is computed by dividing the NAVD 88
 JH0217.geopotential number by the normal gravity value computed on the
 JH0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0217.degrees latitude (g = 980.6199 gals.).
 JH0217
 JH0217.The modeled gravity was interpolated from observed gravity values.
 JH0217
 JH0217;                    North         East    Units  Estimated Accuracy
 JH0217;SPC KS S     -   582,660.      152,570.      MT  (+/- 180 meters Scaled)
 JH0217
 JH0217                          SUPERSEDED SURVEY CONTROL
 JH0217
 JH0217  NGVD 29 (??/??/92)  999.871  (m)         3280.41   (f) ADJ UNCH    2 0
 JH0217
 JH0217.Superseded values are not recommended for survey control.
 JH0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0217.See file dsdata.txt to determine how the superseded data were derived.
 JH0217
 JH0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH963392(NAD 83)
 JH0217_MARKER: DB = BENCH MARK DISK
 JH0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0217_STAMPING: D 99 RESET 1936
 JH0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0217+STABILITY: SURFACE MOTION
 JH0217
 JH0217  HISTORY     - Date     Condition        Report By
 JH0217  HISTORY     - 1936     MONUMENTED       CGS
 JH0217  HISTORY     - 1940     GOOD             NGS
 JH0217  HISTORY     - 1969     MARK NOT FOUND   USGS
 JH0217
 JH0217                          STATION DESCRIPTION
 JH0217
 JH0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0217'15 MI SSE FROM LEOTI.
 JH0217'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED SOUTH SOUTHEAST
 JH0217'ALONG STATE HIGHWAY NO. 25, GO 15.0 MILES.  BENCH MARK IS AT
 JH0217'THE NORTHEAST CORNER OF T-INTERSECTION OF STATE HIGHWAY NO. 25
 JH0217'AND A DIM ROAD NORTHWARD INTO A FIELD, 61 FEET NORTHEAST OF
 JH0217'CENTER OF INTERSECTION, 59 FEET NORTH OF CENTER LINE OF THE
 JH0217'HIGHWAY, 22 FEET EAST OF CENTER LINE OF THE DIM ROAD, 2.0 FEET
 JH0217'SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 JH0217'2.0 FEET, 1.4 FEET EAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 JH0217'MARKER.  MONUMENT PROJECTS 0.3 FOOT.
 JH0217
 JH0217                          STATION RECOVERY (1969)
 JH0217
 JH0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JH0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0927 ***********************************************************************
 HG0927  DESIGNATION -  DAHM
 HG0927  PID         -  HG0927
 HG0927  STATE/COUNTY-  KS/EDWARDS
 HG0927  USGS QUAD   -  CENTERVIEW (1972)
 HG0927
 HG0927                         *CURRENT SURVEY CONTROL
 HG0927  ___________________________________________________________________
 HG0927* NAD 83(1997)-  37 52 26.51610(N)    099 21 06.22692(W)     ADJUSTED  
 HG0927* NAVD 88     -       664.     (meters)    2178.     (feet)  SCALED    
 HG0927  ___________________________________________________________________
 HG0927  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 HG0927  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 HG0927
 HG0927  HORZ ORDER  -  FIRST
 HG0927
 HG0927.The horizontal coordinates were established by classical geodetic methods
 HG0927.and adjusted by the National Geodetic Survey in October 1998..
 HG0927
 HG0927.The orthometric height was scaled from a topographic map.
 HG0927
 HG0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0927
 HG0927.The geoid height was determined by GEOID03.
 HG0927
 HG0927;                    North         East     Units Scale Factor Converg.
 HG0927;SPC KS S     -   534,341.338   325,068.524   MT  0.99993621   -0 31 24.3
 HG0927;UTM  14      - 4,191,897.078   469,066.276   MT  0.99961179   -0 12 57.4
 HG0927
 HG0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0927!SPC KS S     -   0.99989990  x   0.99993621  =   0.99983612
 HG0927!UTM  14      -   0.99989990  x   0.99961179  =   0.99951173
 HG0927
 HG0927:                Primary Azimuth Mark                     Grid Az
 HG0927:SPC KS S     -  LEWIS MUNICIPAL TANK                     051 29 29.7
 HG0927:UTM  14      -  LEWIS MUNICIPAL TANK                     051 11 02.8
 HG0927
 HG0927|---------------------------------------------------------------------|
 HG0927| PID    Reference Object                     Distance      Geod. Az  |
 HG0927|                                                           dddmmss.s |
 HG0927| HG0924 LEWIS MUNICIPAL TANK                APPROX.11.1 KM 0505805.4 |
 HG0927| HG0923 LEWIS FIRST ME CHURCH BELFRY        APPROX.11.1 KM 0513105.1 |
 HG0927| HG0885 BELPRE MUNICIPAL TANK               APPROX.23.7 KM 0690618.3 |
 HG0927| CK8471 DAHM AZ MK                                         1084535.5 |
 HG0927| HG0928 CENTERVIEW SOUTHERN METH CH         APPROX. 9.7 KM 1305422.9 |
 HG0927| HG0896 HAVILAND MUNICIPAL TANK             APPROX.36.0 KM 1424747.4 |
 HG0927| CK8473 DAHM RM 1                            39.636 METERS 15058     |
 HG0927| CK8475 DAHM 2 AZ MK                                       2012546.1 |
 HG0927| CK8472 DAHM AZ MK RESET                                   2342114.9 |
 HG0927| CK8474 DAHM RM 2                            27.185 METERS 24027     |
 HG0927| HG1005 WINDHORST CATHOLIC CHURCH CROSS     APPROX.27.4 KM 2485805.3 |
 HG0927| HG1028 SPEARVILLE ST JOHNS CATH CH         APPROX.35.6 KM 2652031.6 |
 HG0927| HG1027 SPEARVILLE MUNICIPAL TANK           APPROX.35.5 KM 2655750.7 |
 HG0927| HG1000 OFFERLE MUN WATER TANK              APPROX.18.1 KM 2761539.2 |
 HG0927| HG0929 DAHM 2 RESET                         20.076 METERS 27618     |
 HG0927| HG0997 OFFERLE ST JOSEPH CATH CH           APPROX.15.0 KM 2762615.0 |
 HG0927| HG1006 RED BRICK CHURCH LONE SPIRE         APPROX.28.4 KM 2955231.6 |
 HG0927| HG0931 KINSLEY MUNICIPAL STANDPIPE         APPROX. 8.0 KM 3125249.8 |
 HG0927| HG0934 KINSLEY MUN WATER TANK              APPROX. 8.0 KM 3130226.0 |
 HG0927| HG0932 KINSLEY CONGREGATIONAL CHURCH SPIRE APPROX. 7.4 KM 3154543.8 |
 HG0927| HG0933 KINSLEY CO OP GRAIN ELEVATOR        APPROX. 7.8 KM 3171749.7 |
 HG0927| JG0879 ST PETERS AND PAULS CATH CH         APPROX.16.9 KM 3260146.7 |
 HG0927| JG0878 PEACE EVAN LUTHERAN CH SPIRE        APPROX.17.9 KM 3444653.8 |
 HG0927|---------------------------------------------------------------------|
 HG0927
 HG0927                          SUPERSEDED SURVEY CONTROL
 HG0927
 HG0927  NAD 83(1997)-  37 52 26.52391(N)    099 21 06.22641(W) AD(       ) 1
 HG0927  NAD 83(1986)-  37 52 26.52208(N)    099 21 06.22531(W) AD(       ) 1
 HG0927  NAD 27      -  37 52 26.46228(N)    099 21 04.80711(W) AD(       ) 1
 HG0927
 HG0927.Superseded values are not recommended for survey control.
 HG0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0927.See file dsdata.txt to determine how the superseded data were derived.
 HG0927
 HG0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6906691897(NAD 83)
 HG0927_MARKER: DS = TRIANGULATION STATION DISK
 HG0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0927
 HG0927  HISTORY     - Date     Condition        Report By
 HG0927  HISTORY     - 1934     MONUMENTED       CGS
 HG0927  HISTORY     - 1961     GOOD             CGS
 HG0927  HISTORY     - 1964     GOOD             CGS
 HG0927  HISTORY     - 1969     SEE DESCRIPTION  CGS
 HG0927  HISTORY     - 1971     SEE DESCRIPTION  NGS
 HG0927  HISTORY     - 1972     MARK NOT FOUND   USGS
 HG0927
 HG0927                          STATION DESCRIPTION
 HG0927
 HG0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0927'STATION IS IN THE SOUTHEAST QUARTER SEC. 13, T. 25 S., R. 19 W.,
 HG0927'ABOUT 150 YARDS NORTHWEST OF THE HOUSE OF G.W. HEACOCK ON
 HG0927'A KNOLL ON THE PROPERTY OF ANNA DAHM.  STATION IS ABOUT 108
 HG0927'FEET NORTH OF EAST-AND-WEST FENCE AROUND BARN LOT.  TO REACH
 HG0927'STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY
 HG0927'50 S IN KINSLEY, GO EAST ON U.S. HIGHWAY 50 S FOR 1.9 MILES
 HG0927'AND TURN RIGHT ON A DIRT ROAD.  GO 3.1 MILES AND KEEP RIGHT.
 HG0927'GO 1.0 MILE AND KEEP STRAIGHT AHEAD.  GO 0.5 MILE AND TURN
 HG0927'LEFT (NORTH) ON CROSSROADS.  GO 0.25 MILE AND TURN LEFT INTO
 HG0927'LANE AT A WHITE COTTAGE ON LEFT, HOUSE OF MR. HEACOCK.  GO
 HG0927'PAST HOUSE AND THROUGH A GATE TO THE FENCE ON TOP OF RIDGE.
 HG0927'GO THROUGH GAP IN FENCE AND THEN NORTH ALONG FENCE FOR
 HG0927'0.05 MILE TO TOP OF KNOLL AND STATION.
 HG0927'
 HG0927'REFERENCE MARK NO. 1 IS SET IN EAST-WEST FENCE LINE 121 FEET
 HG0927'EAST OF FENCE CORNER.
 HG0927'
 HG0927'REFERENCE MARK NO. 2 IS SET ON SOUTHWEST SIDE OF KNOLL THE
 HG0927'STATION IS LOCATED ON, ABOUT 60 FEET NORTH OF FENCE CORNER.
 HG0927'
 HG0927'AZIMUTH MARK IS SET IN EAST-WEST FENCE LINE, 27 FEET SOUTH
 HG0927'OF CENTERLINE OF EAST-WEST ROAD, 24 FEET WEST OF SCHOOLHOUSE
 HG0927'LOT FENCE, ABOUT 110 FEET WEST-NORTHWEST OF NORTHWEST CORNER
 HG0927'OF SCHOOLHOUSE.  TO REACH FROM STATION GO 0.2 MILE EAST
 HG0927'AND TURN SOUTH FOR 0.9 MILE TO MARK IN EAST-WEST FENCE LINE.
 HG0927'
 HG0927'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HG0927
 HG0927                          STATION RECOVERY (1961)
 HG0927
 HG0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0927'THE STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED IN
 HG0927'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW AZIMUTH
 HG0927'MARK WAS SET.
 HG0927'
 HG0927'THE DIRECTIONS TO THE REFERENCE MARKS AND THE DISTANCE TO REFERENCE
 HG0927'MARK NO. 2 WERE VERIFIED, HOWEVER, THE DISTANCE TO REFERENCE MARK
 HG0927'NO.  1 MISSED THE PREVIOUS DISTANCE BY 0.015 METERS.  (LONGER 1961
 HG0927'DISTANCE)
 HG0927'
 HG0927'A COMPLETE NEW DESCRIPTION FOLLOWS--
 HG0927'
 HG0927'THE STATION IS ABOUT 5 MILES SOUTHEAST OF KINSLEY, 2-1/2 MILES EAST
 HG0927'OF U.S. HIGHWAY 183, IN THE SOUTHEAST QUARTER OF SECTION 13, T 25 S,
 HG0927'R R 19 W, ON THE SUMMIT OF A SAND RIDGE, ABOUT 200 YARDS NORTHWEST OF
 HG0927'AN ABANDONED FARM HOUSE, ON PROPERTY OWNED BY MISS ANNA DAHM.
 HG0927'
 HG0927'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 183,
 HG0927'AT THE SOUTH EDGE OF KINSLEY, GO EAST ON HIGHWAY 50 FOR 0.6 MILE TO
 HG0927'AN ANGLING CROSSROAD.  BEAR RIGHT AND CONTINUE EASTERLY FOR 1.1
 HG0927'MILES TO A FORK, 0.1 MILE AFTER CROSSING A BRIDGE.  BEAR RIGHT 0.1
 HG0927'MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD 3.5
 HG0927'MILES TO A CROSSROAD.  TURN LEFT, EAST 0.5 MILE TO THE AZIMUTH MARK
 HG0927'ON THE LEFT, NEAR A POWER POLE.  CONTINUE EAST 0.5 MILE TO A
 HG0927'CROSSROAD.  TURN LEFT AND GO NORTH 0.3 MILE TO AN OLD FENCE AND A
 HG0927'DIM TRACK ROAD ON THE LEFT, 0.1 MILE NORTH OF THE ABANDONED FARM
 HG0927'HOUSE.  TURN LEFT, UPHILL 0.05 MILE TO THE TOP OF A SAND RIDGE AND
 HG0927'THE STATION.
 HG0927'
 HG0927'STATION MARKS ARE STANDARD DISKS STAMPED DAHM 1934.  THE SURFACE DISK
 HG0927'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 2.2
 HG0927'FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT
 HG0927'INSPECTED.
 HG0927'
 HG0927'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAHM NO 1 1934, IS SET
 HG0927'IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ON THE
 HG0927'SOUTHEAST SLOPE OF THE HILL IN A FENCE.
 HG0927'
 HG0927'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAHM NO 2 1934, IS SET
 HG0927'IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS ON THE
 HG0927'SOUTHWEST SLOPE OF THE HILL.
 HG0927'
 HG0927'AZIMUTH MARK IS A STANDARD DISK STAMPED DAHM 1934 RESET 1961, SET IN
 HG0927'A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 50 FEET EAST OF
 HG0927'A FENCE CORNER, 27 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 HG0927'WEST OF A TELEPHONE POLE AND 1.7 FEET EAST OF A METAL WITNESS
 HG0927'POST.
 HG0927'
 HG0927'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HG0927'
 HG0927'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HG0927
 HG0927                          STATION RECOVERY (1964)
 HG0927
 HG0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0927'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 HG0927'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1961.  THE HORIZONTAL
 HG0927'DISTANCE AND DIRECTION TO ALL MARKS WERE VERIFIED.  THE TO REACH IS
 HG0927'ADEQUATE.
 HG0927
 HG0927                          STATION RECOVERY (1969)
 HG0927
 HG0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HG0927'THE STATION SURFACE AND UNDERGROUND MARKS AND REFERENCE MARK NO. 2
 HG0927'WERE DESTROYED WHEN HILL WAS LOWERED FOR A FEEDING LOT WHICH IS
 HG0927'BEING CONSTRUCTED BY THE AGRICULTURE INDUSTRIAL DEVELOPMENT, INC.,
 HG0927'IN WICHITA, KANSAS.  REFERENCE MARK NO. 1 AND TEH AZIMUTH MARK WERE
 HG0927'RECOVERED AND FOUND IN GOOD CONDITION BUT BOTH MARKS WERE IN THE
 HG0927'WAY OF CONSTRUCTION.
 HG0927'
 HG0927'DAHM 2 WAS ESTABLISHED AFTER DAHM 1934 WAS DETERMINED FROM ANGLES TO
 HG0927'REFERENCE MARK NO. 1, AZIMUTH MARK, AND SEVERAL INTERSECTION
 HG0927'STATION.
 HG0927'
 HG0927'FOR FURTHER INFORMATION SEE THE DESCRIPTION FOR DAHM 2.
 HG0927
 HG0927                          STATION RECOVERY (1971)
 HG0927
 HG0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JEK)
 HG0927'STATION MARK WAS FOUND PROJECTING ABOUT 30 INCHES ABOVE THE GROUND
 HG0927'AND TILTED.  NEW CONSTRUCTION IN THE AREA.  RMS WERE NOT FOUND DUE
 HG0927'TO CONSTRUCTION.
 HG0927
 HG0927                          STATION RECOVERY (1972)
 HG0927
 HG0927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DM)
 HG0927'FEED LOT HAS BEEN CONSTRUCTED AT SITE.  SURFACE MARKS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0929 ***********************************************************************
 HG0929  DESIGNATION -  DAHM 2 RESET
 HG0929  PID         -  HG0929
 HG0929  STATE/COUNTY-  KS/EDWARDS
 HG0929  USGS QUAD   -  CENTERVIEW (1972)
 HG0929
 HG0929                         *CURRENT SURVEY CONTROL
 HG0929  ___________________________________________________________________
 HG0929* NAD 83(1997)-  37 52 26.58750(N)    099 21 07.04343(W)     ADJUSTED  
 HG0929* NAVD 88     -       664.     (meters)    2178.     (feet)  SCALED    
 HG0929  ___________________________________________________________________
 HG0929  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 HG0929  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 HG0929
 HG0929  HORZ ORDER  -  SECOND
 HG0929
 HG0929.The horizontal coordinates were established by classical geodetic methods
 HG0929.and adjusted by the National Geodetic Survey in October 1998..
 HG0929
 HG0929.The orthometric height was scaled from a topographic map.
 HG0929
 HG0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0929
 HG0929.The geoid height was determined by GEOID03.
 HG0929
 HG0929;                    North         East     Units Scale Factor Converg.
 HG0929;SPC KS S     -   534,343.721   325,048.591   MT  0.99993621   -0 31 24.8
 HG0929;UTM  14      - 4,191,899.354   469,046.337   MT  0.99961180   -0 12 57.9
 HG0929
 HG0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0929!SPC KS S     -   0.99989990  x   0.99993621  =   0.99983612
 HG0929!UTM  14      -   0.99989990  x   0.99961180  =   0.99951174
 HG0929
 HG0929:                Primary Azimuth Mark                     Grid Az
 HG0929:SPC KS S     -  LEWIS MUNICIPAL TANK                     051 33 54.3
 HG0929:UTM  14      -  LEWIS MUNICIPAL TANK                     051 15 27.4
 HG0929
 HG0929|---------------------------------------------------------------------|
 HG0929| PID    Reference Object                     Distance      Geod. Az  |
 HG0929|                                                           dddmmss.s |
 HG0929| HG0924 LEWIS MUNICIPAL TANK                APPROX.11.1 KM 0510229.5 |
 HG0929| HG0927 DAHM                                 20.076 METERS 09618     |
 HG0929| CK8478 DAHM 2 RM 5                           9.248 METERS 13259     |
 HG0929| CK8477 DAHM 2 RM 4                          67.379 METERS 18356     |
 HG0929| CK8475 DAHM 2 AZ MK                                       1992713.3 |
 HG0929| CK8472 DAHM AZ MK RESET                                   2332646.5 |
 HG0929| HG1000 OFFERLE MUN WATER TANK              APPROX.18.1 KM 2761538.6 |
 HG0929| HG0934 KINSLEY MUN WATER TANK              APPROX. 8.0 KM 3130735.4 |
 HG0929| HG0933 KINSLEY CO OP GRAIN ELEVATOR        APPROX. 7.7 KM 3172339.9 |
 HG0929| CK8476 DAHM 2 RM 3                         100.434 METERS 35923     |
 HG0929|---------------------------------------------------------------------|
 HG0929
 HG0929                          SUPERSEDED SURVEY CONTROL
 HG0929
 HG0929  NAD 83(1997)-  37 52 26.59530(N)    099 21 07.04291(W) AD(       ) 2
 HG0929  NAD 83(1986)-  37 52 26.59347(N)    099 21 07.04179(W) AD(       ) 2
 HG0929  NAD 27      -  37 52 26.53367(N)    099 21 05.62359(W) AD(       ) 2
 HG0929
 HG0929.Superseded values are not recommended for survey control.
 HG0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0929.See file dsdata.txt to determine how the superseded data were derived.
 HG0929
 HG0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6904691899(NAD 83)
 HG0929_MARKER: DS = TRIANGULATION STATION DISK
 HG0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0929_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0929
 HG0929  HISTORY     - Date     Condition        Report By
 HG0929  HISTORY     - 1969     MONUMENTED       CGS
 HG0929  HISTORY     - 1970     SEE DESCRIPTION  NGS
 HG0929  HISTORY     - 1971     SEE DESCRIPTION  NGS
 HG0929
 HG0929                          STATION DESCRIPTION
 HG0929
 HG0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HG0929'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST OF KINSLEY, IN THE
 HG0929'SOUTHEAST QUARTER OF SECTION 13, T 25 S., R 19 W, AND ON THE HIGHEST
 HG0929'POINT OF A HILL IN A FEEDING LOT OWNED BY THE AGRICULTURE
 HG0929'INDUSTRIAL DEVELOPMENT INC. IN WICHITA KANSAS.
 HG0929'
 HG0929'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 183 AT
 HG0929'THE SOUTH EDGE OF KINSLEY, GO EAST ON U.S. HIGHWAY 50 FOR 0.6 TO AN
 HG0929'ANGLING CROSSROAD.  BEAR RIGHT AND CONTINUE EAST ON A SURFACED ROAD
 HG0929'FOR 1.1 MILES TO A ROAD FORK (0.1 MILE AFTER CROSSING A BRIDGE).
 HG0929'BEAR RIGHT AND CONTINUE EAST FOR 0.1 MILE TO A CROSSROAD.  TURN RIGHT
 HG0929'AND GO SOUTH ON MAIN TRAVELED ROAD FOR 3.5 MILES TO A CROSSROAD.
 HG0929'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.85 MILE TO A GATE
 HG0929'AND CATTLE PENS ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.  THE
 HG0929'STATION IS 0.3 MILE NORTH-NORTHEAST OF THIS POINT NEAR THE EAST
 HG0929'SIDE OF THE FEEDING LOT.
 HG0929'
 HG0929'STATION MARKS ARE STANDARD DISKS STAMPED DAHM 2 1969.  THE SURFACE
 HG0929'DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 HG0929'INCHES.  IT IS 550.5 FEET NORTH OF AN IRON FENCE POST, 448 FEET
 HG0929'SOUTH OF AN IRON FENCE POST, AT THE EAST SIDE OF THE LARGE FEEDING
 HG0929'LOT, AT THE WEST EDGE OF A CONCRETE APRON, IN AN EAST-WEST FENCE,
 HG0929'AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 HG0929'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE
 HG0929'SURFACE OF THE GROUND.
 HG0929'
 HG0929'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DSHM 2 NO. 3 1969, IS
 HG0929'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 HG0929'IS 118.5 FEET SOUTH OF AN IRON POST AND 1 FOOT WEST OF THE WEST
 HG0929'EDGE OF THE CONCRETE APRON.
 HG0929'
 HG0929'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DAHM 2 NO. 4 1969, IS
 HG0929'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 HG0929'SURFACE OF THE GROUND.  IT IS 329.5 FEET NORTH OF AN IRON POST, 11
 HG0929'FEET WEST OF THE WEST EDGE OF A CONCRETE APRON, 1 FOOT NORTH OF A
 HG0929'METAL WITNESS POST, AND IN AN EAST-WEST FENCE.
 HG0929'
 HG0929'AZIMUTH MARK, A STANDARD DISK STAMPED DAHM 2 1969, IS SET IN THE TOP
 HG0929'OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 HG0929'GROUND.  IT IS 38 FEET SOUTH OF THE CENTER OF ROAD, 2.5 FEET WEST
 HG0929'OF A POWERLINE POLE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 HG0929
 HG0929                          STATION RECOVERY (1970)
 HG0929
 HG0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HG0929'STATION, RM 1 AND RM 2 DESTROYED.  AZIMUTH MARK RECOVERED IN GOOD
 HG0929'CONDITION.  A LARGE FEEDER LOT HAS BEEN BUILT IN THE AREA OF THE
 HG0929'STATION AND THE MARKS APPEARED TO HAVE BEEN DESTROYED BY GRADING
 HG0929'OPERATIONS.
 HG0929
 HG0929                          STATION RECOVERY (1971)
 HG0929
 HG0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HG0929'THE STATION MARK WAS FOUND PROJECTING 30 INCHES AND TILTED.
 HG0929'REFERENCE MARK NO. 4 WAS FOUND TILTED AND WAS LEFT IN PLACE.  THE
 HG0929'UNDERGROUND STATION MARK, REFERENCE MARK NO. 3, AND THE AZIMUTH
 HG0929'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 HG0929'AZIMUTH MARK WAS OBSTRUCTED BY A SIGN AT THE ENTRANCE TO
 HG0929'THE FEED LOT AND A TARGET IS NEEDED.  THE DISTANCE AND DIRECTION OT
 HG0929'REFERENCE MARK NO. 3 WAS NOT CHECKED BEACUSE OF CATTLE IN THE
 HG0929'AREA.  THE ANGLE BETWEEN THE OFFERLE, MUNICIPAL WATER TANK AND THE
 HG0929'KINSLEY, MUNICIPAL WATER TANK FAILED TO CHECK BY 12.4 SECONDS AND
 HG0929'THE ANGLE TO THE LEWIS, MUNICIPAL WATER TANK FAILED TO CHECK BY 9.3
 HG0929'SECONDS.
 HG0929'
 HG0929'THE UNDERGROUND STATION MARK WAS LOWERED VERTICALLY, A NEW SURFACE
 HG0929'STATION MARK WAS SET, AND ALSO REFERENCE MARK NO. 5 WAS SET.
 HG0929'
 HG0929'FOLLOWING IS A NEW DESCRIPTION.
 HG0929'
 HG0929'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 183 AT
 HG0929'THE SOUTH SIDE OF KINSLEY, GO SOUTH ON U.S. HIGHWAY 183 FOR 3.75
 HG0929'MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON A
 HG0929'SURFACED ROAD FOR 2.2 MILES TO THE ENTRANCE TO FEEDING LOTS AND THE
 HG0929'AZIMUTH MARK ON THE RIGHT.  TURN LEFT AND THEN RIGHT AND GO EAST
 HG0929'ALONG THE SOUTH EDGE OF THE FEEDING LOTS FOR 0.15 MILE TO A DRIVE
 HG0929'BETWEEN THE LOTS.  TURN LEFT AND GO NORTH FOR 0.3 MILE TO LOT 18
 HG0929'AND THE STATION ON THE LEFT.
 HG0929'
 HG0929'STATION MARKS ARE STANDARD DISKS STAMPED DAHM 2 1969 1971.  THE
 HG0929'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HG0929'PROJECTS 1 INCH.  IT IS 113.5 FEET SOUTH-SOUTHWEST OF THE EAST GATE
 HG0929'POST AT THE NORTHEAST CORNER OF LOT 18, 112.5 FEET NORTH-NORTHWEST
 HG0929'OF THE EAST GATE POST AND THE SOUTHEAST CORNER OF LOT 18, 31.5 FEET
 HG0929'WEST-NORTHWEST OF LOT SIGN 18, AND 20 FEET WEST OF THE WEST EDGE
 HG0929'OF A CONCRETE APRON.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 HG0929'IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE SURFACE OF THE
 HG0929'GROUND.
 HG0929'
 HG0929'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DAHM 2 NO. 3 1969, IS
 HG0929'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HG0929'IS 28 FEET WEST OF THE EAST GATE POST AT THE SOUTHEAST CORNER OF
 HG0929'LOT 16, 2.5 FEET NORTH OF A FENCE BETWEEN LOTS 16 AND 171, AND
 HG0929'CONCRETE IS AT THE EAST SIDE OF THE MARK.
 HG0929'
 HG0929'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED DAHM 2 1969 NO. 5 1971,
 HG0929'IS CEMENTED IN A DRILL HOLE IN A CONCRETE APRON IN FEED LOT.  IT IS
 HG0929'1 FOOT WEST OF LOT SIGN 18.
 HG0929'
 HG0929'AZIMUTH MARK, A STANDARD DISK STAMPED DAHM 2 1969, IS SET IN THE TOP
 HG0929'OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 HG0929'GROUND.  IT IS 38 FEET SOUTH OF THE CENTER OF THE ROAD, 2.5 FEET
 HG0929'WEST OF A POWERLINE POLE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 HG0929'
 HG0929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 HG0929'SE OF KINSLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1351 ***********************************************************************
 HF1351  DESIGNATION -  DALTON
 HF1351  PID         -  HF1351
 HF1351  STATE/COUNTY-  KS/SUMNER
 HF1351  USGS QUAD   -  DALTON (1964)
 HF1351
 HF1351                         *CURRENT SURVEY CONTROL
 HF1351  ___________________________________________________________________
 HF1351* NAD 83(1997)-  37 17 25.08045(N)    097 16 35.68543(W)     ADJUSTED  
 HF1351* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 HF1351  ___________________________________________________________________
 HF1351  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 HF1351  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HF1351
 HF1351  HORZ ORDER  -  SECOND
 HF1351
 HF1351.The horizontal coordinates were established by classical geodetic methods
 HF1351.and adjusted by the National Geodetic Survey in October 1998..
 HF1351
 HF1351.The orthometric height was scaled from a topographic map.
 HF1351
 HF1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1351
 HF1351.The geoid height was determined by GEOID03.
 HF1351
 HF1351;                    North         East     Units Scale Factor Converg.
 HF1351;SPC KS S     -   469,925.979   508,479.716   MT  0.99999544   +0 45 06.6
 HF1351;UTM  14      - 4,128,469.303   652,764.447   MT  0.99988748   +1 02 39.6
 HF1351
 HF1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1351!SPC KS S     -   0.99994251  x   0.99999544  =   0.99993795
 HF1351!UTM  14      -   0.99994251  x   0.99988748  =   0.99982999
 HF1351
 HF1351|---------------------------------------------------------------------|
 HF1351| PID    Reference Object                     Distance      Geod. Az  |
 HF1351|                                                           dddmmss.s |
 HF1351| HF1350 KA 169                               45.786 METERS 04453     |
 HF1351| HF1354 DALTON ATT MICROWAVE TOWER           91.859 METERS 04625     |
 HF1351| CL5005 DALTON AZ MK                                       0881054.2 |
 HF1351| CL5006 DALTON RM 1                          34.988 METERS 16839     |
 HF1351| HF1355 WELLINGTON MUNICIPAL TANK           APPROX.10.4 KM 2603402.4 |
 HF1351| CL5007 DALTON RM 2                          37.679 METERS 29518     |
 HF1351| HF1352 BELLE PLAINE TURNPIKE AUTH TK       APPROX. 9.5 KM 3344812.3 |
 HF1351|---------------------------------------------------------------------|
 HF1351
 HF1351                          SUPERSEDED SURVEY CONTROL
 HF1351
 HF1351  NAD 83(1997)-  37 17 25.08386(N)    097 16 35.68024(W) AD(       ) 2
 HF1351  NAD 83(1986)-  37 17 25.09123(N)    097 16 35.67674(W) AD(       ) 2
 HF1351  NAD 27      -  37 17 25.00961(N)    097 16 34.52152(W) AD(       ) 2
 HF1351
 HF1351.Superseded values are not recommended for survey control.
 HF1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1351.See file dsdata.txt to determine how the superseded data were derived.
 HF1351
 HF1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5276428469(NAD 83)
 HF1351_MARKER: DS = TRIANGULATION STATION DISK
 HF1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1351_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1351
 HF1351  HISTORY     - Date     Condition        Report By
 HF1351  HISTORY     - 1957     MONUMENTED       CGS
 HF1351  HISTORY     - 1962     GOOD             CGS
 HF1351
 HF1351                          STATION DESCRIPTION
 HF1351
 HF1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1351'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES EAST NORTHEAST OF
 HF1351'WELLINGTON, 6 MILES WEST NORTHWEST OF OXFORD, 1 MILE NORTH
 HF1351'OF U.S. HIGHWAY 160 AND ON LAND OWNED BY MRS. DORA BARNES
 HF1351'AND LEASED BY MR. B.W. BARNES WHO LIVES 4 MILES EAST AND 1/4
 HF1351'MILE NORTH OF THE STATION.
 HF1351'
 HF1351'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF U.S. HIGHWAYS
 HF1351'160 AND 81 AT THE NORTH EDGE OF WELLINGTON, GO EAST ON U.S.
 HF1351'HIGHWAY 160 FOR 6.4 MILES TO A CROSSROAD AT THE DALTON STORE,
 HF1351'TURN LEFT ON A SURFACED ROAD AND GO 1.0 MILES TO A CROSSROAD,
 HF1351'A MICRO-WAVE TOWER ON THE RIGHT AND THE STATION ON THE LEFT IN
 HF1351'THE SOUTHWEST ANGLE OF THE CROSSROADS.
 HF1351'
 HF1351'STATION MARK, STAMPED DALTON 1957, IS A STANDARD DISK SET IN THE
 HF1351'TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND 12 INCHES
 HF1351'BELOW THE SURFACE OF THE GROUND.  IT IS 100.5 FEET SOUTHWEST OF
 HF1351'THE CENTERLINE INTERSECTION OF THE CROSSROADS, 60.2 FEET SOUTHWEST
 HF1351'OF A FENCE CORNER POST, 26.9 FEET WEST OF A WITNESS POST AND
 HF1351'25.9 FEET WEST OF A FENCELINE.
 HF1351'
 HF1351'REFERENCE MARK NUMBER 1, STAMPED DALTON NO 1 1957, IS A
 HF1351'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 HF1351'POST THAT PROJECTS 1 INCH AND IS ABOUT 12 INCHES HIGHER THAN
 HF1351'THE STATION.  IT IS 30.0 FEET WEST OF THE CENTERLINE OF THE
 HF1351'ROAD AND 1.0 FEET EAST OF A FENCELINE.
 HF1351'
 HF1351'REFERENCE MARK NUMBER 2, STAMPED DALTON NO 2 1957, IS A STANDARD
 HF1351'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1351'PROJECTS 2 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE
 HF1351'STATION.  IT IS 41.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HF1351'OF A PIPE FENCE AROUND A GAS LINE VALVE, 18.0 FEET SOUTH OF
 HF1351'THE CENTERLINE OF A DEAD END EAST-WEST ROAD AND 1.0 FEET NORTH
 HF1351'OF A FENCELINE.
 HF1351'
 HF1351'KA 169 IS A USE BRONZE DISK, STAMPED KA 169 1949 TULSA DIST.
 HF1351'IT IS SET IN THE TOP OF A ROUND CONCRETE POST 8 INCHES IN
 HF1351'DIAMETER, PROJECTING 15 INCHES AND IS ABOUT 36 INCHES HIGHER
 HF1351'THAN THE STATION.  IT IS 1.0 FEET NORTHWEST OF A ROUND POST
 HF1351'2 FEET IN HEIGHT AND IN THE NORTHEAST ANGLE OF THE CROSSROADS.
 HF1351'
 HF1351'AZIMUTH MARK, STAMPED DALTON 1957, IS A STANDARD DISK SET IN THE
 HF1351'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 HF1351'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.3 MILE
 HF1351'TO A T FENCE CORNER ON THE LEFT.  THE AZIMUTH MARK IS 28.0 FEET
 HF1351'NORTH OF THE CENTERLINE OF THE ROAD AND 1.5 FEET SOUTH OF THE
 HF1351'T FENCE CORNER.
 HF1351'
 HF1351'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HF1351
 HF1351                          STATION RECOVERY (1962)
 HF1351
 HF1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1351'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO
 HF1351'THE MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK NO.1
 HF1351'MISSED THE 1957 DISTANCE BY 0.03 FOOT AND THE DISTANCE TO
 HF1351'REFERENCE MARK NO. 2 MISSED THE 1957 DISTANCE BY 0.07 FOOT.
 HF1351'
 HF1351'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HF1351'
 HF1351'THE STATION IS ABOUT 7 MILES EAST AND 1-1/2 MILES NORTH OF
 HF1351'WELLINGTON, 6 MILES WEST AND 1 MILE NORTH OF OXFORD, 1 MILE
 HF1351'NORTH OF U.S. HIGHWAY 160, 300 FEET SOUTHWEST OF A MICROWAVE
 HF1351'TOWER AND ON PROPERTY OWNED BY MRS. CHRISTIN THOMSON WHO
 HF1351'LIVES IN WINFIELD.
 HF1351'
 HF1351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160 AND
 HF1351'81, ON THE NORTH SIDE OF WELLINGTON, GO EAST ON HIGHWAY 160 FOR
 HF1351'6.5 MILES TO A CROSSROAD.  TURN LEFT, NORTH, ON A BLACKTOP
 HF1351'ROAD FOR 1.0 MILE TO A CROSSROAD, A MICROWAVE TOWER IN THE
 HF1351'NORTHEAST ANGLE OF THE CROSSROAD AND THE STATION IN THE SOUTHWEST
 HF1351'ANGLE OF THE CROSSROAD.
 HF1351'
 HF1351'THE STATION MARK IS A STANDARD DISK STAMPED DALTON 1957 AND
 HF1351'IS SET IN A ROUND CONCRETE POST 12 INCHES BELOW THE SURFACE OF
 HF1351'THE GROUND.  IT IS 100.5 FEET SOUTHWEST OF CENTER OF THE
 HF1351'CROSSROADS, 60 FEET SOUTHWEST OF A CORNER FENCE POST, 53 FEET
 HF1351'SOUTH OF A FENCE, 34 FEET SOUTHWEST OF A TELEPHONE POLE AND
 HF1351'27 FEET WEST OF A METAL WITNESS POST AND FENCE.  THE UNDERGROUND
 HF1351'DISK WAS NOT INSPECTED BY THIS PARTY.
 HF1351'
 HF1351'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DALTON NO 1 1957,
 HF1351'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HF1351'36 FEET WEST OF THE CENTER OF THE BLACKTOP ROAD, 6.5 FEET NORTH
 HF1351'OF A TELEPHONE POLE AND 1 FOOT EAST OF THE FENCE.
 HF1351'
 HF1351'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DALTON NO 2 1957,
 HF1351'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HF1351'IT IS 53 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A PIPE FENCE
 HF1351'AROUND A GAS LINE VALVE, 50.5 FEET EAST OF A POWER POLE, 14
 HF1351'FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 1 FOOT NORTH OF
 HF1351'THE FENCE.
 HF1351'
 HF1351'AZIMUTH MARK, A STANDARD DISK STAMPED DALTON 1957, IS SET IN A
 HF1351'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 32 FEET
 HF1351'NORTH OF THE CENTER OF THE BLACKTOP ROAD, 2.0 FEET SOUTH OF A
 HF1351'T-INTERSECTION IN THE FENCE AND 1.1 FEET WEST OF A METAL
 HF1351'WITNESS POST.
 HF1351'
 HF1351'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 HF1351'BLACKTOP ROAD FOR 0.35 MILE TO A T-INTERSECTION IN A FENCE AND
 HF1351'THE AZIMUTH MARK ON THE LEFT APPROXIMATELY 0.05 MILE BEFORE
 HF1351'REACHING A DRIVEWAY ON THE LEFT.
 HF1351'
 HF1351'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1354 ***********************************************************************
 HF1354  DESIGNATION -  DALTON ATT MICROWAVE TOWER
 HF1354  PID         -  HF1354
 HF1354  STATE/COUNTY-  KS/SUMNER
 HF1354  USGS QUAD   -  DALTON (1964)
 HF1354
 HF1354                         *CURRENT SURVEY CONTROL
 HF1354  ___________________________________________________________________
 HF1354* NAD 83(1997)-  37 17 27.13438(N)    097 16 32.98360(W)     ADJUSTED  
 HF1354* NAVD 88     -                                                        
 HF1354  ___________________________________________________________________
 HF1354  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 HF1354  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HF1354
 HF1354  HORZ ORDER  -  THIRD
 HF1354
 HF1354.The horizontal coordinates were established by classical geodetic methods
 HF1354.and adjusted by the National Geodetic Survey in October 1998..
 HF1354
 HF1354
 HF1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1354
 HF1354.The geoid height was determined by GEOID03.
 HF1354
 HF1354;                    North         East     Units Scale Factor Converg.
 HF1354;SPC KS S     -   469,990.167   508,545.428   MT  0.99999533   +0 45 08.2
 HF1354;UTM  14      - 4,128,533.819   652,829.824   MT  0.99988772   +1 02 41.3
 HF1354
 HF1354                          SUPERSEDED SURVEY CONTROL
 HF1354
 HF1354  NAD 83(1997)-  37 17 27.13779(N)    097 16 32.97842(W) AD(       ) 4
 HF1354  NAD 83(1986)-  37 17 27.14545(N)    097 16 32.97532(W) AD(       ) 4
 HF1354  NAD 27      -  37 17 27.06201(N)    097 16 31.81814(W) AD(       ) 3
 HF1354
 HF1354.Superseded values are not recommended for survey control.
 HF1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1354.See file dsdata.txt to determine how the superseded data were derived.
 HF1354
 HF1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5283028534(NAD 83)
 HF1354_MARKER: 45 = MICROWAVE TOWER
 HF1354
 HF1354  HISTORY     - Date     Condition        Report By
 HF1354  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1354  HISTORY     - 1962     GOOD             CGS
 HF1354
 HF1354                          STATION DESCRIPTION
 HF1354
 HF1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1354'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST NORTHEAST OF
 HF1354'WELLINGTON, 1 MILE NORTH OF THE DALTON CORNERS STORE AND
 HF1354'U.S. HIGHWAY 160.
 HF1354'
 HF1354'THE TOWER IS CONSTRUCTED OF HEAVY STEEL AND IS A FOUR LEGGED
 HF1354'STRUCTURE ABOUT 175 FEET HIGH.  THE CENTER OF THE TOP OF THE
 HF1354'TOWER WAS INTERSECTED.  IT IS 91.855 METERS, 301.36 FEET
 HF1354'NORTHEAST OF TRIANGULATION STATION DALTON.
 HF1354
 HF1354                          STATION RECOVERY (1962)
 HF1354
 HF1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1354'THE 1957 TRAVERSE DESCRIPTION IS ADEQUATE.
 HF1354'
 HF1354'THE STATION WAS NOT TRAVERSED TO, BUT WAS LOCATED BY INTERSECTION.
 HF1354'THE LIGHT ATOP THE TOWER WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0766 ***********************************************************************
 KG0766  DESIGNATION -  DAMAR MUNICIPAL STANDPIPE
 KG0766  PID         -  KG0766
 KG0766  STATE/COUNTY-  KS/ROOKS
 KG0766  USGS QUAD   -  PALCO (1969)
 KG0766
 KG0766                         *CURRENT SURVEY CONTROL
 KG0766  ___________________________________________________________________
 KG0766* NAD 83(1997)-  39 19 08.08994(N)    099 35 07.58889(W)     ADJUSTED  
 KG0766* NAVD 88     -                                                        
 KG0766  ___________________________________________________________________
 KG0766  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 KG0766  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 KG0766
 KG0766  HORZ ORDER  -  THIRD
 KG0766
 KG0766.The horizontal coordinates were established by classical geodetic methods
 KG0766.and adjusted by the National Geodetic Survey in October 1998..
 KG0766
 KG0766
 KG0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0766
 KG0766.The geoid height was determined by GEOID03.
 KG0766
 KG0766;                    North         East     Units Scale Factor Converg.
 KG0766;SPC KS N     -   110,607.819   263,290.370   MT  0.99995756   -1 00 11.3
 KG0766;UTM  14      - 4,352,331.142   449,533.789   MT  0.99963136   -0 22 15.5
 KG0766
 KG0766                          SUPERSEDED SURVEY CONTROL
 KG0766
 KG0766  NAD 83(1986)-  39 19 08.09493(N)    099 35 07.59008(W) AD(       ) 4
 KG0766  NAD 27      -  39 19 08.06900(N)    099 35 06.19600(W) AD(       ) 3
 KG0766
 KG0766.Superseded values are not recommended for survey control.
 KG0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0766.See file dsdata.txt to determine how the superseded data were derived.
 KG0766
 KG0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ4953452331(NAD 83)
 KG0766_MARKER: 52 = STANDPIPE TANK
 KG0766
 KG0766  HISTORY     - Date     Condition        Report By
 KG0766  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0766
 KG0766                          STATION DESCRIPTION
 KG0766
 KG0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0766'THE STATION IS LOCATED AT THE WEST CENTRAL EDGE OF DAMAR AND
 KG0766'75.0 FEET WEST OF THE CENTER OF A GRADED STREET.
 KG0766'
 KG0766'IT IS AN EIGHT SIDED RE-INFORCED CONCRETE STRUCTURE 14.0 FEET
 KG0766'IN DIAMETER AND HAS AN OVER-ALL HEIGHT OF 75.0 FEET.
 KG0766'
 KG0766'THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0765 ***********************************************************************
 KG0765  DESIGNATION -  DAMAR ST JOSEPHS CH N CROSS
 KG0765  PID         -  KG0765
 KG0765  STATE/COUNTY-  KS/ROOKS
 KG0765  USGS QUAD   -  PALCO (1969)
 KG0765
 KG0765                         *CURRENT SURVEY CONTROL
 KG0765  ___________________________________________________________________
 KG0765* NAD 83(1997)-  39 19 06.31556(N)    099 35 12.11918(W)     ADJUSTED  
 KG0765* NAVD 88     -                                                        
 KG0765  ___________________________________________________________________
 KG0765  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KG0765  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 KG0765
 KG0765  HORZ ORDER  -  THIRD
 KG0765
 KG0765.The horizontal coordinates were established by classical geodetic methods
 KG0765.and adjusted by the National Geodetic Survey in October 1998..
 KG0765
 KG0765
 KG0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0765
 KG0765.The geoid height was determined by GEOID03.
 KG0765
 KG0765;                    North         East     Units Scale Factor Converg.
 KG0765;SPC KS N     -   110,555.010   263,180.911   MT  0.99995755   -1 00 14.1
 KG0765;UTM  14      - 4,352,277.146   449,424.955   MT  0.99963149   -0 22 18.3
 KG0765
 KG0765                          SUPERSEDED SURVEY CONTROL
 KG0765
 KG0765  NAD 83(1986)-  39 19 06.32076(N)    099 35 12.12032(W) AD(       ) 4
 KG0765  NAD 27      -  39 19 06.29900(N)    099 35 10.72500(W) AD(       ) 3
 KG0765
 KG0765.Superseded values are not recommended for survey control.
 KG0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0765.See file dsdata.txt to determine how the superseded data were derived.
 KG0765
 KG0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ4942552277(NAD 83)
 KG0765_MARKER: 91 = CHURCH CROSS
 KG0765
 KG0765  HISTORY     - Date     Condition        Report By
 KG0765  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0765
 KG0765                          STATION DESCRIPTION
 KG0765
 KG0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0765'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF DAMAR AND 85.0
 KG0765'FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 18.
 KG0765'
 KG0765'IT IS ATOP THE DOME SHAPED ROOF OF THE MOST NORTHERLY OF
 KG0765'TWO BELFRYS OF IDENTICAL HEIGHT AND HAS AN OVER-ALL HEIGHT
 KG0765'OF 110.0 FEET.
 KG0765'
 KG0765'THE POINT OBSERVED UPON WAS THE CROSS AT THE TOP OF THE BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0781 ***********************************************************************
 HH0781  DESIGNATION -  DANNY
 HH0781  PID         -  HH0781
 HH0781  STATE/COUNTY-  KS/STANTON
 HH0781  USGS QUAD   -  SHORE AIRPORT NE (1974)
 HH0781
 HH0781                         *CURRENT SURVEY CONTROL
 HH0781  ___________________________________________________________________
 HH0781* NAD 83(1997)-  37 23 44.92507(N)    101 35 55.31348(W)     ADJUSTED  
 HH0781* NAVD 88     -       982.8    (meters)    3224.     (feet)  VERTCON   
 HH0781  ___________________________________________________________________
 HH0781  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 HH0781  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HH0781
 HH0781  HORZ ORDER  -  SECOND
 HH0781
 HH0781.The horizontal coordinates were established by classical geodetic methods
 HH0781.and adjusted by the National Geodetic Survey in October 1998..
 HH0781
 HH0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0781
 HH0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0781
 HH0781.The geoid height was determined by GEOID03.
 HH0781
 HH0781;                    North         East     Units Scale Factor Converg.
 HH0781;SPC KS S     -   485,483.355   125,672.771   MT  0.99997712   -1 54 15.3
 HH0781;UTM  14      - 4,141,952.105   269,961.223   MT  1.00025189   -1 34 44.1
 HH0781
 HH0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0781!SPC KS S     -   0.99984977  x   0.99997712  =   0.99982690
 HH0781!UTM  14      -   0.99984977  x   1.00025189  =   1.00010162
 HH0781
 HH0781:                Primary Azimuth Mark                     Grid Az
 HH0781:SPC KS S     -  REBAR 1401                               200 11 06.7
 HH0781:UTM  14      -  REBAR 1401                               199 51 35.5
 HH0781
 HH0781|---------------------------------------------------------------------|
 HH0781| PID    Reference Object                     Distance      Geod. Az  |
 HH0781|                                                           dddmmss.s |
 HH0781| HH0782 REBAR 1401                          APPROX. 7.6 KM 1981651.4 |
 HH0781| CM7910 DANNY RM 1                           12.397 METERS 21101     |
 HH0781| CM7911 DANNY RM 2                           20.202 METERS 34429     |
 HH0781|---------------------------------------------------------------------|
 HH0781
 HH0781                          SUPERSEDED SURVEY CONTROL
 HH0781
 HH0781  NAD 83(1997)-  37 23 44.92678(N)    101 35 55.31198(W) AD(       ) 2
 HH0781  NAD 83(1986)-  37 23 44.93223(N)    101 35 55.30428(W) AD(       ) 2
 HH0781  NAD 27      -  37 23 44.85461(N)    101 35 53.71149(W) AD(       ) 2
 HH0781  NGVD 29 (07/19/86)  982.4    (m)         3223.     (f) VERT ANG       
 HH0781
 HH0781.Superseded values are not recommended for survey control.
 HH0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0781.See file dsdata.txt to determine how the superseded data were derived.
 HH0781
 HH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG6996141952(NAD 83)
 HH0781_MARKER: DD = SURVEY DISK
 HH0781_SETTING: 0 = UNSPECIFIED SETTING
 HH0781
 HH0781  HISTORY     - Date     Condition        Report By
 HH0781  HISTORY     - 1972     MONUMENTED       USGS
 HH0781
 HH0781                          STATION DESCRIPTION
 HH0781
 HH0781'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0781'STATION IS ABOUT 18.8 MI. N. AND 1.6 MI. E. OF INTERSECTION OF U. S.
 HH0781'HIGHWAY 56 AND STATE HIGHWAY 51 AT THE END NE. CORNER OF ROLLA, NEAR
 HH0781'QUARTER CORNER BETWEEN SECS. 32 AND 33, T. 30 S., R. 39 W., AT
 HH0781'CREST IN RD.
 HH0781'
 HH0781'TO REACH FROM INTERSECTION OF U. S. HIGHWAY 56 AND STATE HIGHWAY 51
 HH0781'AT NE. CORNER OF ROLLA, GO 10.0 MI. NNW. ALONG STATE HIGHWAY 51 TO AN
 HH0781'INTERSECTION WHERE STATE HIGHWAY 51 TURNS W., CONTINUE N. ABOUT
 HH0781'9.0 MI. TO T-RD. S., TURN E. AND GO 2.6 MI. TO T-RD. N., THEN TURN
 HH0781'N. AND GO 0.5 MI. TO CREST IN RD. AND STATION IS ON THE LEFT.
 HH0781'
 HH0781'STATION MARK STAMPED ET DANNY 1972 IS 13 FT. W. OF CENTER LINE RD. AT
 HH0781'FENCE ROW W.
 HH0781'
 HH0781'REFERENCE MARK NO. 1 STAMPED DANNY NO 1 1972 IS SSW OF STATION, 35
 HH0781'FT. S. AND 33 FT. W. OF CENTER LINE RE. AT FENCE ROW W., 1 FT. NW. OF
 HH0781'TELEPHONE POLE, 2 FT. W. AND 1 FT. N. OF USGS WITNESS POST.
 HH0781'
 HH0781'REFERENCE MARK NO. 2 STAMPED DANNY NO 2 1972 IS NNW. OF STATION, 67
 HH0781'FT. N. AND 30 FT. W. OF CENTER LINE RE. AT FENCE ROW W.
 HH0781'
 HH0781'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 102-IN. COPPER COATED RODS,
 HH0781'CENTERED IN 6-IN. DIAMETER SECTIONS OF WHITE PLASTIC PIPE 12 IN.
 HH0781'LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP, STATION MARK SET
 HH0781'18 IN. BELOW RD. SURFACE, REFERENCE MARKS ARE FLUSH WITH GROUND.
 HH0781'
 HH0781'REFERENCE AZIMUTH DERMOT STATION GRAIN ELEVATOR LEG ABOUT 200 FT. S.
 HH0781'AND 500 FT. E. OF COR. SECS. 21, 22, 27 AND 28, T. 31 S., R. 39 W.,
 HH0781'ERECTED IN 1966.
 HH0781'
 HH0781'HEIGHT OF INSTRUMENT 6.35 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1408 ***********************************************************************
 HF1408  DESIGNATION -  DANVILLE
 HF1408  PID         -  HF1408
 HF1408  STATE/COUNTY-  KS/HARPER
 HF1408  USGS QUAD   -  BLUFF CITY NW (1971)
 HF1408
 HF1408                         *CURRENT SURVEY CONTROL
 HF1408  ___________________________________________________________________
 HF1408* NAD 83(1997)-  37 14 26.76672(N)    097 53 05.29528(W)     ADJUSTED  
 HF1408* NAVD 88     -       403.     (meters)    1322.     (feet)  SCALED    
 HF1408  ___________________________________________________________________
 HF1408  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 HF1408  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HF1408
 HF1408  HORZ ORDER  -  THIRD
 HF1408
 HF1408.The horizontal coordinates were established by classical geodetic methods
 HF1408.and adjusted by the National Geodetic Survey in October 1998..
 HF1408
 HF1408.The orthometric height was scaled from a topographic map.
 HF1408
 HF1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1408
 HF1408.The geoid height was determined by GEOID03.
 HF1408
 HF1408;                    North         East     Units Scale Factor Converg.
 HF1408;SPC KS S     -   463,897.184   454,586.347   MT  1.00000519   +0 22 41.0
 HF1408;UTM  14      - 4,122,164.737   598,913.680   MT  0.99972052   +0 40 29.8
 HF1408
 HF1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1408!SPC KS S     -   0.99994121  x   1.00000519  =   0.99994640
 HF1408!UTM  14      -   0.99994121  x   0.99972052  =   0.99966175
 HF1408
 HF1408:                Primary Azimuth Mark                     Grid Az
 HF1408:SPC KS S     -  ARGONIA BOTKIN GRAIN ELEVATOR            072 51 34.4
 HF1408:UTM  14      -  ARGONIA BOTKIN GRAIN ELEVATOR            072 33 45.6
 HF1408
 HF1408|---------------------------------------------------------------------|
 HF1408| PID    Reference Object                     Distance      Geod. Az  |
 HF1408|                                                           dddmmss.s |
 HF1408| HF1418 ARGONIA BOTKIN GRAIN ELEVATOR       APPROX.10.7 KM 0731415.4 |
 HF1408| HF1416 ARGONIA MUNICIPAL TANK              APPROX.10.9 KM 0761248.6 |
 HF1408| CL5009 DANVILLE RM 1                        30.590 METERS 13201     |
 HF1408| HF1400 FREEPORT GRAIN CO ELEVATOR          APPROX. 5.4 KM 1510454.2 |
 HF1408| CL5010 DANVILLE RM 2                        28.220 METERS 22023     |
 HF1408| CL5008 DANVILLE AZ MK                                     2791523.1 |
 HF1408| HF1420 DANVILLE CATHOLIC CHURCH SPIRE      APPROX. 5.2 KM 3504131.8 |
 HF1408| HF1422 DANVILLE COOP GRAIN ELEVATOR        APPROX. 5.2 KM 3540251.8 |
 HF1408|---------------------------------------------------------------------|
 HF1408
 HF1408                          SUPERSEDED SURVEY CONTROL
 HF1408
 HF1408  NAD 83(1997)-  37 14 26.77056(N)    097 53 05.29635(W) AD(       ) 3
 HF1408  NAD 83(1986)-  37 14 26.77426(N)    097 53 05.28971(W) AD(       ) 3
 HF1408  NAD 27      -  37 14 26.70224(N)    097 53 04.08616(W) AD(       ) 3
 HF1408
 HF1408.Superseded values are not recommended for survey control.
 HF1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1408.See file dsdata.txt to determine how the superseded data were derived.
 HF1408
 HF1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9891422165(NAD 83)
 HF1408_MARKER: DS = TRIANGULATION STATION DISK
 HF1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1408
 HF1408  HISTORY     - Date     Condition        Report By
 HF1408  HISTORY     - 1957     MONUMENTED       CGS
 HF1408  HISTORY     - 1962     GOOD             CGS
 HF1408  HISTORY     - 1962     GOOD             CGS
 HF1408
 HF1408                          STATION DESCRIPTION
 HF1408
 HF1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1408'THE STATION IS LOCATED ON THE NORTH SIDE OF A GRAVELED EAST-WEST
 HF1408'ROAD, AIRLINE ABOUT 3 MILES SOUTH OF DANVILLE, 3 MILES
 HF1408'NORTH-NORTHWEST OF FREEPORT, AND 6 MILES WEST-SOUTHWEST OF
 HF1408'ARGONIA.
 HF1408'
 HF1408'TO REACH THE STATION FROM THE POST OFFICE IN DANVILLE GO SOUTH
 HF1408'0.2 MILE TO AN INTERSECTION.  TURN RIGHT ONTO U.S. HIGHWAY 160
 HF1408'AND GO WEST 0.2 MILE TO A CROSS ROAD.  TURN LEFT AND GO SOUTH
 HF1408'ON A GRAVELED ROAD 2.8 MILES TO THE AZIMUTH MARK ON THE LEFT.
 HF1408'KEEP STRAIGHT AHEAD, SOUTH, 0.1 MILE TO A CROSS ROAD.  TURN
 HF1408'LEFT AND GO EAST 0.5 MILE TO A FENCE CORNER AND THE STATION ON
 HF1408'THE LEFT.
 HF1408'
 HF1408'THE STATION MARK IS A STANDARD DISK STAMPED DANVILLE 1957
 HF1408'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HF1408'4 INCHES ABOVE THE GROUND.  IT IS 10 FEET WEST OF A WITNESS POST,
 HF1408'1 FOOT SOUTH OF A FENCE LINE, 15 FEET WEST OF A FENCE CORNER,
 HF1408'AND 34 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 HF1408'
 HF1408'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DANVILLE NO 1
 HF1408'1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HF1408'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF A
 HF1408'FENCE LINE, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 HF1408'2 FEET LOWER THAN THE STATION.
 HF1408'
 HF1408'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DANVILLE NO 2
 HF1408'1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HF1408'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF A FENCE
 HF1408'LINE, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND THE SAME
 HF1408'ELEVATION AS THE STATION.
 HF1408'
 HF1408'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF A GRAVELED
 HF1408'NORTH-SOUTH ROAD AND IS A STANDARD DISK STAMPED DANVILLE 1957
 HF1408'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HF1408'5 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTHWEST OF A
 HF1408'TELEPHONE POLE AND 30 FEET EAST OF THE CENTERLINE OF THE ROAD.
 HF1408
 HF1408                          STATION RECOVERY (1962)
 HF1408
 HF1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (REA)
 HF1408'ALL MARKS EXCEPT REFERENCE MARK 2 WERE RECOVERED IN GOOD
 HF1408'CONDITION.
 HF1408'
 HF1408'REFERENCE MARK 2 HAS BEEN HIT BY HEAVY EQUIPMENT AND IS TIPPED
 HF1408'TO ONE SIDE.
 HF1408'
 HF1408'THE TELEPHONE POLE USED AS A REFERENCE POINT FOR THE AZIMUTH
 HF1408'MARK IS NO LONGER THERE.
 HF1408'
 HF1408'THE DESCRIPTION TO REACH THE STATION IS CORRECT AND ADEQUATE.
 HF1408
 HF1408                          STATION RECOVERY (1962)
 HF1408
 HF1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 HF1408'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HF1408'IN GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN
 HF1408'HIT BY ROAD MACHINERY AND WAS TILTED EAST.  THIS MARK WAS
 HF1408'STRAIGHTENED AND THE EARTH WAS PACKED AROUND THE MARK.  THE
 HF1408'DISTANCE FROM THE STATION TO REFERENCE MARK NO. 1 WAS CHECKED
 HF1408'AND THE DISTANCE FROM THE STATION TO REFERENCE MARK NO 2
 HF1408'MEASURED 92.66 FEET AFTER THE MARK WAS STRAIGHTENED.  THE 1957
 HF1408'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1420 ***********************************************************************
 HF1420  DESIGNATION -  DANVILLE CATHOLIC CHURCH SPIRE
 HF1420  PID         -  HF1420
 HF1420  STATE/COUNTY-  KS/HARPER
 HF1420  USGS QUAD   -  DANVILLE (1971)
 HF1420
 HF1420                         *CURRENT SURVEY CONTROL
 HF1420  ___________________________________________________________________
 HF1420* NAD 83(1997)-  37 17 14.50445(N)    097 53 39.70300(W)     ADJUSTED  
 HF1420* NAVD 88     -                                                        
 HF1420  ___________________________________________________________________
 HF1420  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 HF1420  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HF1420
 HF1420  HORZ ORDER  -  THIRD
 HF1420
 HF1420.The horizontal coordinates were established by classical geodetic methods
 HF1420.and adjusted by the National Geodetic Survey in October 1998..
 HF1420
 HF1420
 HF1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1420
 HF1420.The geoid height was determined by GEOID03.
 HF1420
 HF1420;                    North         East     Units Scale Factor Converg.
 HF1420;SPC KS S     -   469,062.627   453,704.713   MT  0.99999600   +0 22 19.9
 HF1420;UTM  14      - 4,127,324.086   598,005.513   MT  0.99971832   +0 40 11.5
 HF1420
 HF1420                          SUPERSEDED SURVEY CONTROL
 HF1420
 HF1420  NAD 83(1997)-  37 17 14.50862(N)    097 53 39.70418(W) AD(       ) 4
 HF1420  NAD 83(1986)-  37 17 14.51222(N)    097 53 39.69775(W) AD(       ) 4
 HF1420  NAD 27      -  37 17 14.44141(N)    097 53 38.49157(W) AD(       ) 3
 HF1420
 HF1420.Superseded values are not recommended for survey control.
 HF1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1420.See file dsdata.txt to determine how the superseded data were derived.
 HF1420
 HF1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9800627324(NAD 83)
 HF1420_MARKER: 90 = CHURCH SPIRE
 HF1420
 HF1420  HISTORY     - Date     Condition        Report By
 HF1420  HISTORY     - 1934     FIRST OBSERVED   CGS
 HF1420  HISTORY     - 1957     GOOD             CGS
 HF1420
 HF1420                          STATION DESCRIPTION
 HF1420
 HF1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HF1420'POINT OBSERVED UPON IS THE TIP OF THE TALL SHINGLED SPIRE OF
 HF1420'THE RED BRICK CONCEPTION CATHOLIC CHURCH, LOCATED IN THE
 HF1420'CENTRAL PORTION OF TOWN.
 HF1420'
 HF1420'STATION OBSERVED UPON FROM MILLER AND BAILEY.
 HF1420
 HF1420                          STATION RECOVERY (1957)
 HF1420
 HF1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1420'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE VILLAGE
 HF1420'OF DANVILLE.
 HF1420'
 HF1420'THE CHURCH IS OF RED BRICK AND HAS A TALL SPIRE WITH ACROSS
 HF1420'ON TOP.  THE SPIRE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1422 ***********************************************************************
 HF1422  DESIGNATION -  DANVILLE COOP GRAIN ELEVATOR
 HF1422  PID         -  HF1422
 HF1422  STATE/COUNTY-  KS/HARPER
 HF1422  USGS QUAD   -  DANVILLE (1971)
 HF1422
 HF1422                         *CURRENT SURVEY CONTROL
 HF1422  ___________________________________________________________________
 HF1422* NAD 83(1997)-  37 17 15.26505(N)    097 53 27.28283(W)     ADJUSTED  
 HF1422* NAVD 88     -                                                        
 HF1422  ___________________________________________________________________
 HF1422  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 HF1422  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HF1422
 HF1422  HORZ ORDER  -  THIRD
 HF1422
 HF1422.The horizontal coordinates were established by classical geodetic methods
 HF1422.and adjusted by the National Geodetic Survey in October 1998..
 HF1422
 HF1422
 HF1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1422
 HF1422.The geoid height was determined by GEOID03.
 HF1422
 HF1422;                    North         East     Units Scale Factor Converg.
 HF1422;SPC KS S     -   469,088.068   454,010.487   MT  0.99999596   +0 22 27.5
 HF1422;UTM  14      - 4,127,351.107   598,311.066   MT  0.99971906   +0 40 19.0
 HF1422
 HF1422                          SUPERSEDED SURVEY CONTROL
 HF1422
 HF1422  NAD 83(1997)-  37 17 15.26921(N)    097 53 27.28392(W) AD(       ) 4
 HF1422  NAD 83(1986)-  37 17 15.27287(N)    097 53 27.27756(W) AD(       ) 4
 HF1422  NAD 27      -  37 17 15.20313(N)    097 53 26.07308(W) AD(       ) 3
 HF1422
 HF1422.Superseded values are not recommended for survey control.
 HF1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1422.See file dsdata.txt to determine how the superseded data were derived.
 HF1422
 HF1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9831127351(NAD 83)
 HF1422_MARKER: 65 = GRAIN ELEVATOR
 HF1422
 HF1422  HISTORY     - Date     Condition        Report By
 HF1422  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1422
 HF1422                          STATION DESCRIPTION
 HF1422
 HF1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1422'THE STATION IS LOCATED IN THE VILLAGE OF DANVILLE.
 HF1422'
 HF1422'THE ELEVATOR IS A GROUP OF CONCRETE TANKS 122 FEET HIGH WITH
 HF1422'A 30 FOOT HEADHOUSE ON TOP.  THE CENTER OF THE HEADHOUSE WAS
 HF1422'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1462 ***********************************************************************
 HF1462  DESIGNATION -  DARLOW
 HF1462  PID         -  HF1462
 HF1462  STATE/COUNTY-  KS/RENO
 HF1462  USGS QUAD   -  ELMER (1961)
 HF1462
 HF1462                         *CURRENT SURVEY CONTROL
 HF1462  ___________________________________________________________________
 HF1462* NAD 83(1997)-  37 55 32.88758(N)    097 58 54.43091(W)     ADJUSTED  
 HF1462* NAVD 88     -       482.     (meters)    1581.     (feet)  SCALED    
 HF1462  ___________________________________________________________________
 HF1462  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HF1462  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 HF1462
 HF1462  HORZ ORDER  -  SECOND
 HF1462
 HF1462.The horizontal coordinates were established by classical geodetic methods
 HF1462.and adjusted by the National Geodetic Survey in October 1998..
 HF1462
 HF1462.The orthometric height was scaled from a topographic map.
 HF1462
 HF1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1462
 HF1462.The geoid height was determined by GEOID03.
 HF1462
 HF1462;                    North         East     Units Scale Factor Converg.
 HF1462;SPC KS S     -   539,871.492   445,558.646   MT  0.99993593   +0 19 06.4
 HF1462;UTM  14      - 4,198,071.422   589,487.596   MT  0.99969863   +0 37 33.2
 HF1462
 HF1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1462!SPC KS S     -   0.99992874  x   0.99993593  =   0.99986468
 HF1462!UTM  14      -   0.99992874  x   0.99969863  =   0.99962739
 HF1462
 HF1462|---------------------------------------------------------------------|
 HF1462| PID    Reference Object                     Distance      Geod. Az  |
 HF1462|                                                           dddmmss.s |
 HF1462| CL5012 DARLOW RM 1                          16.193 METERS 00229     |
 HF1462| HF1460 DARLOW 2                              2.806 METERS 18402     |
 HF1462| HG0795 PRETTY PRAIRIE MUNICIPAL TANK       APPROX.16.6 KM 1913538.0 |
 HF1462| CL5013 DARLOW RM 2                           9.610 METERS 27413     |
 HF1462| CL5011 DARLOW AZ MK                                       2770400.0 |
 HF1462|---------------------------------------------------------------------|
 HF1462
 HF1462                          SUPERSEDED SURVEY CONTROL
 HF1462
 HF1462  NAD 83(1997)-  37 55 32.89414(N)    097 58 54.43271(W) AD(       ) 2
 HF1462  NAD 83(1986)-  37 55 32.89548(N)    097 58 54.43085(W) AD(       ) 2
 HF1462  NAD 27      -  37 55 32.85100(N)    097 58 53.23700(W) AD(       ) 2
 HF1462
 HF1462.Superseded values are not recommended for survey control.
 HF1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1462.See file dsdata.txt to determine how the superseded data were derived.
 HF1462
 HF1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8948898071(NAD 83)
 HF1462_MARKER: DS = TRIANGULATION STATION DISK
 HF1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1462
 HF1462  HISTORY     - Date     Condition        Report By
 HF1462  HISTORY     - 1953     MONUMENTED       CGS
 HF1462  HISTORY     - 1954     GOOD             CGS
 HF1462
 HF1462                          STATION DESCRIPTION
 HF1462
 HF1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HF1462'THE STATION IS ABOUT 4 MILES NORTH OF CASTLETON, IN THE NORTHEAST
 HF1462'1/4 OF SECTION 33, T 24 S, R 6 W, 25 FEET WEST OF A GRAVELED
 HF1462'ROAD, 14 FEET NORTH OF A BOX ELDER TREE, 7 FEET WEST OF A
 HF1462'4 X 4 INCH WHITE WITNESS POST AND 3 FEET NORTH OF A FENCE.
 HF1462'
 HF1462'TO REACH THE STATION FROM THE POST OFFICE IN CASTLETON, GO EAST
 HF1462'FOR 1.5 MILES TO STATE HIGHWAY 17, TURN LEFT AND GO NORTH ON
 HF1462'THE HIGHWAY FOR 4.0 MILES TO A CROSSROADS, TURN LEFT AND GO
 HF1462'WEST ON A GRAVELED ROAD FOR 2.0 MILES TO A CHURCH AT A CROSSROADS,
 HF1462'CONTINUE WEST 0.2 MILE TO THE STATION ON THE LEFT, CONTINUE
 HF1462'WEST 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HF1462'
 HF1462'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HF1462'DARLOW 1953.
 HF1462'
 HF1462'REFERENCE MARK 1 IS 29 FEET NORTH OF THE CENTER OF THE ROAD
 HF1462'AND 2 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 HF1462'DISK IS STAMPED DARLOW NO 1 1953.
 HF1462'
 HF1462'REFERENCE MARK 2 IS 25 FEET SOUTH OF THE CENTER OF THE ROAD
 HF1462'AND 2 FEET NORTH OF THE FENCE.  THE MARK PROJECTS 6 INCHES
 HF1462'AND THE DISK IS STAMPED DARLOW NO 2 1953.
 HF1462'
 HF1462'THE AZIMUTH MARK IS ABOUT 100 FEET NORTH OF A FARMHOUSE, 28 FEET
 HF1462'NORTH OF THE CENTER OF A GRAVELED ROAD, 3 FEET EAST OF A POWERLINE
 HF1462'POLE AND 2 FEET NORTHEAST OF A 4 X 4 INCH WHITE WITNESS POST.
 HF1462'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DARLOW 1953.
 HF1462
 HF1462                          STATION RECOVERY (1954)
 HF1462
 HF1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 HF1462'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 HF1462'GOOD CONDITION.  ROAD CONSTRUCTION WOULD DESTROY THE STATION
 HF1462'MARK AND REFERENCE MARK NO. 2.  THESE MARKS WERE MOVED AND DARLOW
 HF1462'2 WAS ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF DARLOW
 HF1462'2 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1460 ***********************************************************************
 HF1460  DESIGNATION -  DARLOW 2
 HF1460  PID         -  HF1460
 HF1460  STATE/COUNTY-  KS/RENO
 HF1460  USGS QUAD   -  ELMER (1961)
 HF1460
 HF1460                         *CURRENT SURVEY CONTROL
 HF1460  ___________________________________________________________________
 HF1460* NAD 83(1997)-  37 55 32.79679(N)    097 58 54.43899(W)     ADJUSTED  
 HF1460* NAVD 88     -       482.39   (+/-2cm)    1582.6    (feet)  VERTCON   
 HF1460  ___________________________________________________________________
 HF1460  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HF1460  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 HF1460
 HF1460  HORZ ORDER  -  THIRD
 HF1460  VERT ORDER  -  THIRD ? (See Below)
 HF1460
 HF1460.The horizontal coordinates were established by classical geodetic methods
 HF1460.and adjusted by the National Geodetic Survey in October 1998..
 HF1460.No horizontal observational check was made to the station.
 HF1460
 HF1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1460.The vertical order pertains to the NGVD 29 superseded value.
 HF1460
 HF1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1460
 HF1460.The geoid height was determined by GEOID03.
 HF1460
 HF1460;                    North         East     Units Scale Factor Converg.
 HF1460;SPC KS S     -   539,868.692   445,558.465   MT  0.99993593   +0 19 06.4
 HF1460;UTM  14      - 4,198,068.622   589,487.429   MT  0.99969863   +0 37 33.2
 HF1460
 HF1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1460!SPC KS S     -   0.99992870  x   0.99993593  =   0.99986464
 HF1460!UTM  14      -   0.99992870  x   0.99969863  =   0.99962735
 HF1460
 HF1460|---------------------------------------------------------------------|
 HF1460| PID    Reference Object                     Distance      Geod. Az  |
 HF1460|                                                           dddmmss.s |
 HF1460| CL5012 DARLOW RM 1                          18.998 METERS 00243     |
 HF1460| HF1462 DARLOW                                2.806 METERS 00402     |
 HF1460| HG0795 PRETTY PRAIRIE MUNICIPAL TANK       APPROX.16.6 KM 1913542.6 |
 HF1460| CL5014 DARLOW 2 RM 3                        10.881 METERS 27602     |
 HF1460| CL5015 DARLOW 2 RM 4                        42.181 METERS 27636     |
 HF1460| CL5011 DARLOW AZ MK                                       2772454.4 |
 HF1460|---------------------------------------------------------------------|
 HF1460
 HF1460                          SUPERSEDED SURVEY CONTROL
 HF1460
 HF1460  NAD 83(1997)-  37 55 32.80335(N)    097 58 54.44080(W) AD(       ) 3
 HF1460  NAD 83(1986)-  37 55 32.80470(N)    097 58 54.43894(W) AD(       ) 3
 HF1460  NAD 27      -  37 55 32.76000(N)    097 58 53.24500(W) AD(       ) 3
 HF1460  NGVD 29 (07/19/86)  482.25   (m)         1582.2    (f) LEVELING    3  
 HF1460
 HF1460.Superseded values are not recommended for survey control.
 HF1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1460.See file dsdata.txt to determine how the superseded data were derived.
 HF1460
 HF1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8948798069(NAD 83)
 HF1460_MARKER: DS = TRIANGULATION STATION DISK
 HF1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1460_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1460
 HF1460  HISTORY     - Date     Condition        Report By
 HF1460  HISTORY     - 1954     MONUMENTED       CGS
 HF1460  HISTORY     - 1968     GOOD             CGS
 HF1460
 HF1460                          STATION DESCRIPTION
 HF1460
 HF1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GCM)
 HF1460'STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF HUTCHINSON
 HF1460'AND 4 MILES NORTH OF CASTLETON IN THE NORTHEAST 1/4 OF SECTION
 HF1460'33, T 24 S, R 6 W, 31 FEET SOUTH OF THE CENTER OF GRAVEL ROAD,
 HF1460'AND 3 FEET WEST OF WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 HF1460'AND THE DISK IS STAMPED DARLOW 2 1954.
 HF1460'
 HF1460'REFERENCE MARK NO. 1 IS 29 FEET NORTH OF THE CENTER OF GRAVEL
 HF1460'ROAD AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND
 HF1460'THE DISK IS STAMPED DARLOW NO 1 1953.
 HF1460'
 HF1460'REFERENCE MARK NO. 3 IS 31 FEET SOUTH OF THE CENTER OF GRAVEL
 HF1460'ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HF1460'DARLOW 2 NO 3 1954.
 HF1460'
 HF1460'AZIMUTH MARK IS ABOUT 100 FEET NORTH OF A FARM HOUSE, 30 FEET
 HF1460'NORTH OF THE CENTER OF GRAVEL ROAD, 3 FEET EAST OF A POWER
 HF1460'POLE, AND 2 FEET NORTHEAST OF WHITE WITNESS POST.  THE MARK
 HF1460'PROJECTS 6 INCHES AND THE DISK IS STAMPED DARLOW 1953.
 HF1460'
 HF1460'TO REACH THE STATION FROM THE BRIDGE OVER THE ARKANSAS RIVER
 HF1460'IN SOUTH HUTCHINSON, GO SOUTH ON STATE HIGHWAYS 17 AND 61
 HF1460'FOR 0.9 MILE TO THEIR JUNCTION.  CONTINUE SOUTH ON STATE HIGHWAY
 HF1460'17 FOR 7.0 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST ON GRAVEL
 HF1460'ROAD FOR 2.0 MILES TO CROSSROADS AND A CHURCH ON THE RIGHT.
 HF1460'CONTINUE WEST FOR 0.25 MILE TO THE STATION ON THE LEFT.
 HF1460'
 HF1460'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.3
 HF1460'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HF1460'
 HF1460'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HF1460
 HF1460                          STATION RECOVERY (1968)
 HF1460
 HF1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HF1460'STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 HF1460'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3
 HF1460'WAS FOUND WITH THE TOP BROKEN OFF OF THE CONCRETE POST AND THE
 HF1460'DISK WAS RECOVERED.  THE DISTANCE AND DIRECTION THE REFERENCE
 HF1460'MARK NO. 1 CHECKED.
 HF1460'
 HF1460'REFERENCE MARK NO. 4 WAS SET.
 HF1460'
 HF1460'FOLLOWING IS A NEW DESCRIPTION.
 HF1460'
 HF1460'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HF1460'17 AND 61 AT SOUTH SIDE OF HUTCHINSON, GO SOUTH ON STATE
 HF1460'HIGHWAY 17 FOR 3.65 MILES TO THE JUNCTION OF STATE HIGHWAY
 HF1460'96.  CONTINUE SOUTH ON STATE HIGHWAY 17 FOR 3.15 MILES TO A
 HF1460'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 2.0
 HF1460'MILES TO A CROSSROAD.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.3
 HF1460'MILE TO THE STATION ON THE LEFT.  (CONTINUE WEST ON THE
 HF1460'GRAVELED ROAD FOR 0.3 MILE TO A HOUSE ON THE LEFT AND THE
 HF1460'AZIMUTH MARK ON THE RIGHT).
 HF1460'
 HF1460'STATION MARK, A STANDARD DISK STAMPED DARLOW 2 1954, IS SET
 HF1460'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 HF1460'IS 140 FEET EAST OF A POWERLINE POLE, 36 FEET WEST OF THE
 HF1460'CENTER OF A FIELD ENTRANCE, 33 FEET SOUTH OF THE CENTER OF
 HF1460'A GRAVELED ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 HF1460'THE UNDERGROUND MARK WAS NOT INSPECTED.
 HF1460'
 HF1460'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DARLOW NO. 1 1953,
 HF1460'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HF1460'4 INCHES.  IT IS 29 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD
 HF1460'AND SET IN A HEDGE ROW.
 HF1460'
 HF1460'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DARLOW 2 1954
 HF1460'NO. 4 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HF1460'PROJECTS 2 INCHES.  IT IS 32 FEET SOUTH OF THE CENTER OF THE
 HF1460'GRAVELED ROAD AND 1.5 FEET EAST OF A POWERLINE POLE.
 HF1460'
 HF1460'AZIMUTH MARK, A STANDARD DISK STAMPED DARLOW 1953, IS SET
 HF1460'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 HF1460'SURFACE OF THE GROUND.  IT IS ABOUT 100 FEET NORTH OF A HOUSE,
 HF1460'30 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 3 FEET
 HF1460'EAST OF A POWERLINE POLE, AND 1 FOOT WEST OF A METAL WITNESS
 HF1460'POST.
 HF1460'
 HF1460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 8 MILES
 HF1460'SSW OF HUTCHINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0763 ***********************************************************************
 JG0763  DESIGNATION -  DARTMOUTH
 JG0763  PID         -  JG0763
 JG0763  STATE/COUNTY-  KS/BARTON
 JG0763  USGS QUAD   -  ELLINWOOD NW (1979)
 JG0763
 JG0763                         *CURRENT SURVEY CONTROL
 JG0763  ___________________________________________________________________
 JG0763* NAD 83(1997)-  38 23 01.18305(N)    098 39 50.56824(W)     ADJUSTED  
 JG0763* NAVD 88     -       577.     (meters)    1893.     (feet)  SCALED    
 JG0763  ___________________________________________________________________
 JG0763  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 JG0763  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 JG0763
 JG0763  HORZ ORDER  -  THIRD
 JG0763
 JG0763.The horizontal coordinates were established by classical geodetic methods
 JG0763.and adjusted by the National Geodetic Survey in October 1998..
 JG0763
 JG0763.The orthometric height was scaled from a topographic map.
 JG0763
 JG0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0763
 JG0763.The geoid height was determined by GEOID03.
 JG0763
 JG0763;                    North         East     Units Scale Factor Converg.
 JG0763;SPC KS S     -   590,576.976   385,667.214   MT  0.99996893   -0 06 02.9
 JG0763;UTM  14      - 4,248,437.919   529,341.508   MT  0.99961060   +0 12 31.0
 JG0763
 JG0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0763!SPC KS S     -   0.99991356  x   0.99996893  =   0.99988249
 JG0763!UTM  14      -   0.99991356  x   0.99961060  =   0.99952419
 JG0763
 JG0763:                Primary Azimuth Mark                     Grid Az
 JG0763:SPC KS S     -  DARTMOUTH AZ MK                          000 12 15.8
 JG0763:UTM  14      -  DARTMOUTH AZ MK                          359 53 41.9
 JG0763
 JG0763|---------------------------------------------------------------------|
 JG0763| PID    Reference Object                     Distance      Geod. Az  |
 JG0763|                                                           dddmmss.s |
 JG0763| CK8486 DARTMOUTH AZ MK                                    0000612.9 |
 JG0763| CK8487 DARTMOUTH RM 1                       19.057 METERS 00105     |
 JG0763| JG0761 ELLINWOOD MUNICIPAL TANK            APPROX. 7.7 KM 1144846.2 |
 JG0763| CK8488 DARTMOUTH RM 2                       10.598 METERS 17736     |
 JG0763|---------------------------------------------------------------------|
 JG0763
 JG0763                          SUPERSEDED SURVEY CONTROL
 JG0763
 JG0763  NAD 83(1986)-  38 23 01.19032(N)    098 39 50.56794(W) AD(       ) 3
 JG0763  NAD 27      -  38 23 01.14200(N)    098 39 49.27900(W) AD(       ) 3
 JG0763
 JG0763.Superseded values are not recommended for survey control.
 JG0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0763.See file dsdata.txt to determine how the superseded data were derived.
 JG0763
 JG0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH2934248438(NAD 83)
 JG0763_MARKER: DS = TRIANGULATION STATION DISK
 JG0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0763
 JG0763  HISTORY     - Date     Condition        Report By
 JG0763  HISTORY     - 1953     MONUMENTED       CGS
 JG0763
 JG0763                          STATION DESCRIPTION
 JG0763
 JG0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0763'THE STATION IS IN SECTION 21, T 19 N, R 12 W, ABOUT 6 MILES
 JG0763'EAST-NORTHEAST OF GREAT BEND, 1.3 MILES NORTH OF THE SMALL
 JG0763'SETTLEMENT OF DARTMOUTH, 33 FEET EAST OF THE CENTER OF A
 JG0763'GRAVELED ROAD, 25 FEET SOUTH OF THE CENTER OF A FARM ROAD, 7
 JG0763'FEET NORTH OF A WHITE 4 IN X 4 IN WITNESS POST AND 3 FEET WEST OF
 JG0763'A WIRE FENCE.
 JG0763'
 JG0763'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 281 AND
 JG0763'50N IN GREAT BEND, GO EAST ON U.S. HIGHWAY 50N FOR 5.4 MILES
 JG0763'TO A CROSSROAD AT THE SMALL SETTLEMENT OF DARTMOUTH, TURN LEFT
 JG0763'(NORTH) AND GO ON A GRAVELED ROAD FOR 1.3 MILES TO A FARM ROAD ON
 JG0763'THE RIGHT AND THE STATION.
 JG0763'
 JG0763'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 JG0763'GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED
 JG0763'BELOW.
 JG0763'
 JG0763'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JG0763'DARTMOUTH 1953.
 JG0763'
 JG0763'REFERENCE MARK 1 IS 36 FEET NORTH OF THE CENTER OF THE FARM
 JG0763'ROAD, 35 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT
 JG0763'WEST OF THE WIRE FENCE.  THE MARK PROJECTS 7 INCHES AND THE DISK
 JG0763'IS STAMPED DARTMOUTH NO 1 1953.
 JG0763'
 JG0763'REFERENCE MARK 2 IS 35 FEET EAST OF THE CENTER OF THE GRAVELED
 JG0763'ROAD AND 1 FOOT WEST OF THE WIRE FENCE.  THE MARK PROJECTS 6
 JG0763'INCHES AND THE DISK IS STAMPED DARTMOUTH NO 2 1953.
 JG0763'
 JG0763'THE AZIMUTH MARK IS 35 FEET EAST OF THE CENTER OF THE GRAVELED
 JG0763'ROAD, 3 FEET SOUTH OF A WHITE 4 IN X 4 IN WITNESS POST AND 2
 JG0763'FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 7 INCHES AND THE
 JG0763'DISK IS STAMPED DARTMOUTH 1953.
 JG0763'
 JG0763'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1753 ***********************************************************************
 JE1753  DESIGNATION -  DAVIES
 JE1753  PID         -  JE1753
 JE1753  STATE/COUNTY-  KS/OSAGE
 JE1753  USGS QUAD   -  LEBO (1973)
 JE1753
 JE1753                         *CURRENT SURVEY CONTROL
 JE1753  ___________________________________________________________________
 JE1753* NAD 83(1997)-  38 26 32.27766(N)    095 49 14.73180(W)     ADJUSTED  
 JE1753* NAVD 88     -       357.3    (meters)    1172.     (feet)  VERTCON   
 JE1753  ___________________________________________________________________
 JE1753  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 JE1753  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JE1753
 JE1753  HORZ ORDER  -  FIRST
 JE1753
 JE1753.The horizontal coordinates were established by classical geodetic methods
 JE1753.and adjusted by the National Geodetic Survey in October 1998..
 JE1753
 JE1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1753
 JE1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1753
 JE1753.The geoid height was determined by GEOID03.
 JE1753
 JE1753;                    North         East     Units Scale Factor Converg.
 JE1753;SPC KS S     -   600,433.657   633,866.561   MT  0.99997777   +1 38 47.3
 JE1753;UTM  15      - 4,258,660.264   253,816.945   MT  1.00034643   -1 45 16.6
 JE1753
 JE1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1753!SPC KS S     -   0.99994883  x   0.99997777  =   0.99992660
 JE1753!UTM  15      -   0.99994883  x   1.00034643  =   1.00029524
 JE1753
 JE1753:                Primary Azimuth Mark                     Grid Az
 JE1753:SPC KS S     -  MT HERMON EVAN UNITED BRETH CH           012 54 22.8
 JE1753:UTM  15      -  MT HERMON EVAN UNITED BRETH CH           016 18 26.7
 JE1753
 JE1753|---------------------------------------------------------------------|
 JE1753| PID    Reference Object                     Distance      Geod. Az  |
 JE1753|                                                           dddmmss.s |
 JE1753| JE1817 MT HERMON EVAN UNITED BRETH CH      APPROX.12.7 KM 0143310.1 |
 JE1753| CL5018 DAVIES RM 2                         259.600 METERS 01756     |
 JE1753| CL5016 DAVIES AZ MK                                       0980919.4 |
 JE1753| JE1726 WAVERLY MUNICIPAL TANK              APPROX.20.0 KM 1061135.1 |
 JE1753| JE1751 AMARILLO KANSAS CITY AWY BN 39      APPROX. 2.6 KM 1103731.3 |
 JE1753| JE1735 HALLS SUMMIT MICROWAVE TOWER        APPROX.17.5 KM 1325505.8 |
 JE1753| CL5017 DAVIES RM 1                         141.270 METERS 17323     |
 JE1753| CL5019 DAVIES RM 3                          21.104 METERS 22047     |
 JE1753| JE1754 LEBO GRANGE COOP ELEV STAFF         APPROX. 4.6 KM 2272127.6 |
 JE1753| JE1752 LEBO GRANGE COOP GRAIN ELEV         APPROX. 4.7 KM 2272241.6 |
 JE1753| JE1750 LEBO MUNICIPAL TANK                 APPROX. 4.6 KM 2280339.2 |
 JE1753| CL5020 DAVIES RM 4                          19.586 METERS 31459     |
 JE1753|---------------------------------------------------------------------|
 JE1753
 JE1753                          SUPERSEDED SURVEY CONTROL
 JE1753
 JE1753  NAD 83(1986)-  38 26 32.28374(N)    095 49 14.73338(W) AD(       ) 1
 JE1753  NAD 27      -  38 26 32.22874(N)    095 49 13.77702(W) AD(       ) 1
 JE1753  NGVD 29 (07/19/86)  357.1    (m)         1172.     (f) VERT ANG       
 JE1753
 JE1753.Superseded values are not recommended for survey control.
 JE1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1753.See file dsdata.txt to determine how the superseded data were derived.
 JE1753
 JE1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5381758660(NAD 83)
 JE1753_MARKER: DS = TRIANGULATION STATION DISK
 JE1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1753
 JE1753  HISTORY     - Date     Condition        Report By
 JE1753  HISTORY     - 1934     MONUMENTED       CGS
 JE1753  HISTORY     - 1951     GOOD             CGS
 JE1753  HISTORY     - 1956     GOOD             CGS
 JE1753  HISTORY     - 1960     GOOD             CGS
 JE1753  HISTORY     - 1974     GOOD             NGS
 JE1753
 JE1753                          STATION DESCRIPTION
 JE1753
 JE1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JE1753'STATION IS ABOUT 2 MILES NE OF LEBO, 14 MILES SW OF LYNDON,
 JE1753'AND 12 MILES NW OF WAVERLY, IN THE SW CORNER OF THE NW 1/4
 JE1753'SEC. 36, T 18 S, R 14 E, ON LAND OWNED BY MISS SOPHIA DAVIES.
 JE1753'STATION IS 0.6 MILE N OF RAILROAD CROSSING, 26.0 FEET E
 JE1753'OF CENTER LINE OF DIRT ROAD, 8.0 FEET E OF FENCE AND ABOUT
 JE1753'461 FEET N OF FENCE CORNER.
 JE1753'
 JE1753'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JE1753'BRONZE DISKS SET IN CONCRETE.
 JE1753'
 JE1753'REFERENCE MARK NO. 1 IS 463.51 FEET S BY E OF STATION.  IT
 JE1753'IS 6 INCHES N OF FENCE, 62.2 FEET E OF FENCE CORNER, AND
 JE1753'82.8 FEET E OF CENTER LINE OF DIRT ROAD.
 JE1753'
 JE1753'REFERENCE MARK NO. 2 IS 851.89 FEET N BY W OF STATION.  IT
 JE1753'IS 6 INCHES S OF FENCE, 271.7 FEET E OF FENCE CORNER, AND
 JE1753'289.8 FEET E OF CENTER LINE OF DIRT ROAD.
 JE1753'
 JE1753'AZIMUTH MARK IS ABOUT 0.5 MILE E OF STATION.  IT IS 1 FOOT
 JE1753'E OF FENCE AND 20 FEET W OF THE CENTER LINE OF DIRT ROAD.
 JE1753'
 JE1753'TO REACH THE AZIMUTH FROM STATION, GO S 0.6 MILE, CROSS
 JE1753'RAILROAD, TURN E, GO 1.0 MILE, TURN N, GO 0.45 MILE TO MARK
 JE1753'ON W SIDE OF ROAD.
 JE1753'
 JE1753'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAY 75 AND
 JE1753'U.S. HIGHWAY 50, WHICH IS 7.0 MILES W OF WAVERLY, GO N 0.9
 JE1753'MILE AND W 5.0 MILES ON U.S. HIGHWAY 50 TO CROSS ROAD, THEN
 JE1753'N ON DIRT ROAD 2.6 MILES TO STATION ON E SIDE OF ROAD IN
 JE1753'PASTURE.
 JE1753'
 JE1753'HEIGHT OF LIGHT ABOVE STATION MARK - 15.2 METERS.
 JE1753
 JE1753                          STATION RECOVERY (1951)
 JE1753
 JE1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLP)
 JE1753'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 JE1753'CONDITION.  SOME ADDITIONAL REFERENCE MEASUREMENTS WERE MADE.  A
 JE1753'NEW DESCRIPTION FOLLOWS-
 JE1753'
 JE1753'STATION IS LOCATED ABOUT 14 MILES SW OF LYNDON, 12 MILES WNW
 JE1753'OF WAVERLY, 2 MILES NE OF LEBO AND 1-1/2 MILES W AND 1/2 MILE
 JE1753'N OF AIRWAY BEACON AND EMERGENCY LANDING FIELD IN THE SW CORNER OF
 JE1753'THE NW 1/4 SEC. 36, T. 18 S., R. 14 E., ON LAND OWNED BY MISS
 JE1753'SOPHIA DAVIES.  IT IS 0.6 MILE N OF RAILROAD CROSSING AT
 JE1753'CROSSROADS, ABOUT 500 FEET N OF CATTLE LOADING PENS, 461 FEET N
 JE1753'OF FENCE CORNER, 26 FEET E OF THE CENTER OF ROAD, AND 8 FEET E
 JE1753'OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JE1753'DAVIES 1934.
 JE1753'
 JE1753'R.M. 1 IS SSE OF THE STATION, 62 FEET E OF FENCE CORNER, 80
 JE1753'FEET E OF CENTER OF ROAD AND IN AN E-W FENCE.  THE MARK PROJECTS
 JE1753'12 INCHES AND THE DISK IS STAMPED DAVIES NO 1 1934.
 JE1753'
 JE1753'R.M. 2 IS NNE OF THE STATION, 290 FEET E OF THE CENTER OF ROAD,
 JE1753'272 FEET E OF A FENCE CORNER, AND 30 FEET E OF THE E END
 JE1753'OF A ROW OF PERSIMMON TREES.  THE MARK PROJECTS 8 INCHES AND THE
 JE1753'DISK IS STAMPED DAVIES NO 2 1934.
 JE1753'
 JE1753'AZIMUTH MARK IS E OF THE STATION, 35 FEET S OF THE CENTER OF
 JE1753'DRIVEWAY TO FARM BUILDINGS, 20 FEET W OF CENTER OF ROAD, 3 FEET
 JE1753'N OF N GATEPOST AND 1 FOOT E OF FENCE.  THE MARK PROJECTS 4 INCHES
 JE1753'AND THE DISK IS STAMPED DAVIES AZI 1934.
 JE1753'
 JE1753'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JE1753'DISKS SET IN CONCRETE.
 JE1753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50S AND
 JE1753'75 WHERE U.S. HIGHWAY 75 GOES S, (THIS POINT IS ABOUT 7 MILES
 JE1753'W OF WAVERLY) GO W ON U.S. HIGHWAY 50S FOR 5.0 MILES TO
 JE1753'CROSSROADS.  TURN RIGHT AND GO N FOR 2.6 MILES TO THE STATION
 JE1753'ON THE RIGHT.
 JE1753'
 JE1753'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S FOR 0.6 MILE
 JE1753'TO CROSSROADS AT RAILROAD CROSSING.  TURN LEFT AND GO E FOR 1.0
 JE1753'MILE TO A ROAD LEFT.  TURN LEFT AND GO N FOR 0.45 MILE TO THE
 JE1753'AZIMUTH MARK ON THE LEFT.
 JE1753'
 JE1753'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS
 JE1753
 JE1753                          STATION RECOVERY (1956)
 JE1753
 JE1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1753'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN GOOD
 JE1753'CONDITION.  ALL OF THE REFERENCE POINTS MENTIONED IN THE 1951
 JE1753'RECOVERY NOTE ARE ADEQUATE WITH THE EXCEPTION OF THE AIRWAY BEACON,
 JE1753'WHICH IS NO LONGER THERE.  REFERENCE MARKS 3 AND 4 WERE
 JE1753'ESTABLISHED AT THIS TIME.  THE DIRECTIONS TO R.M. 1 AND 2 CHECKED
 JE1753'WITH THE 1934 OBSERVATIONS BY 06 SECONDS AND 06 SECONDS
 JE1753'RESPECTIVELY.  THE DIRECTIONS TO THE AZIMUTH MARK FAILED TO
 JE1753'CHECK BY 08.7 SECONDS.  THE DISTANCE TO R.M. 1 WAS FOUND TO BE
 JE1753'THE SAME AS STATED IN THE 1934 DESCRIPTION, WHILE THE
 JE1753'DISTANCE TO R.M. 2 WAS FOUND TO BE 0.2 FOOT SHORTER.
 JE1753'
 JE1753'A NEW TO REACH FOLLOWS-
 JE1753'
 JE1753'TO REACH THE STATION FROM A CROSSROAD INTERSECTION WHICH IS
 JE1753'0.05 MILE NORTH OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE IN LEBO,
 JE1753'GO EAST ON GRAVEL ROAD FOR 0.85 MILE TO A RAILROAD CROSSING.
 JE1753'CROSS TRACKS AND CONTINUE EAST ON GRAVEL ROAD FOR 1.2 MILES
 JE1753'TO A GRAVEL CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR
 JE1753'0.95 MILE TO A Y-INTERSECTION AT A RAILROAD CROSSING.  CROSS THE
 JE1753'RAILROAD TRACKS AND GO NORTH ON GRAVEL ROAD FOR 0.55 MILE TO
 JE1753'THE STATION ON THE RIGHT.
 JE1753'
 JE1753'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON
 JE1753'GRAVEL ROAD FOR 0.4 MILE TO A T-ROAD INTERSECTION.  TURN RIGHT
 JE1753'AND GO EAST ON GRAVEL ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN
 JE1753'RIGHT AND GO SOUTH ON DIRT ROAD FOR 0.5 MILE TO THE MARK ON THE
 JE1753'RIGHT.
 JE1753'
 JE1753'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1753
 JE1753                          STATION RECOVERY (1960)
 JE1753
 JE1753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1753'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  TO REACH THE STATION
 JE1753'FROM THE SCHOOLHOUSE IN LEBO, GO NORTH ON THE PAVED ROAD FOR 1.0
 JE1753'MILE TO A CROSSROAD, TURN RIGHT ON A DIRT ROAD AND GO EAST FOR
 JE1753'1.8 MILES TO A FORK ON THE WEST SIDE OF A RAILROAD GRADE
 JE1753'CROSSING, TURN LEFT AND GO NORTH FOR 0.55 MILE TO THE STATION ON
 JE1753'THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 JE1753'NORTH FOR 0.4 MILE TO AN INTERSECTION, TURN RIGHT AND GO EAST
 JE1753'FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR 0.5
 JE1753'MILE TO THE MARK ON THE RIGHT.
 JE1753'
 JE1753'THE STATION MARK IS A STANDARD DISK STAMPED DAVIES 1934, SET IN A
 JE1753'CONCRETE CYLINDER THAT PROJECTS 4 INCHES.
 JE1753'
 JE1753'RM 1 IS A STANDARD DISK STAMPED DAVIES NO 1 1934, SET IN A
 JE1753'CONCRETE CYLINDER THAT PROJECTS 18 INCHES.  IT IS IN AN EAST-WEST
 JE1753'FENCE, 62 FEET EAST OF A FENCE CORNER.
 JE1753'
 JE1753'RM 2 IS A STANDARD DISK STAMPED DAVIES NO 2 1934, SET IN A
 JE1753'CONCRETE CYLINDER THAT PROJECTS 12 INCHES AND IS 30 FEET EAST OF,
 JE1753'AND IN LINE WITH, A ROW OF TREES.
 JE1753'
 JE1753'RM 3 IS A STANDARD DISK STAMPED DAVIES NO 3 1934, SET IN A SQUARE
 JE1753'CONCRETE MONUMENT THAT IS FLUSH.  IT IS ON THE WEST SIDE OF THE
 JE1753'ROAD, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 JE1753'
 JE1753'RM 4 IS A STANDARD DISK STAMPED DAVIES NO 4 1934, SET IN A SQUARE
 JE1753'CONCRETE MONUMENT THAT IS FLUSH.  IT IS ON THE WEST SIDE OF THE
 JE1753'ROAD AND 1 FOOT EAST OF THE FENCE.
 JE1753'
 JE1753'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAVIES AZI 1934, SET
 JE1753'IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 35 FEET
 JE1753'SOUTHWEST OF THE CENTER OF A DRIVEWAY, 20 FEET WEST OF THE CENTER
 JE1753'OF THE ROAD, 3 FEET NORTH OF THE NORTH GATEPOST OF A WIRE GATE
 JE1753'AND 1 FOOT EAST OF THE FENCE.
 JE1753
 JE1753                          STATION RECOVERY (1974)
 JE1753
 JE1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1753'RM 3 OBSTRUCTED BY A FENCE, HEDGE ROW AND TREES.
 JE1753'
 JE1753'THE STATION MARK, REFERENCE MARKS 1, 2, 3, 4 AND THE AZIMUTH MARK
 JE1753'WERE RECOVERED.  THE DISTANCE TO REFERENCE MARKS 1 AND 2 WAS NOT
 JE1753'MEASURED DUE TO THE DISTANCE AND TERRAIN.  THE DIRECTION TO
 JE1753'REFERENCE MARKS 1 AND 2 CHECKED THE 1956 DATA.  THE DISTANCE AND
 JE1753'DIRECTION TO REFERENCE MARKS 3 AND 4 CHECKED THE 1956 DATA,
 JE1753'HOWEVER THE DISTANCE TO REFERENCE MARKS 3 AND 4 WAS FOUND TO BE
 JE1753'0.006 METERS SHORTER THAN THE 1960 DATA.  FOLLOWING IS A NEW
 JE1753'DESCRIPTION.
 JE1753'
 JE1753'THE STATION IS ABOUT 12 MILES WEST-NORTHWEST OF WAVERLY, 10-1/2
 JE1753'MILES SOUTHWEST OF MELVERN, 3 MILES NORTHEAST OF LEBO, ON LAND OWNED
 JE1753'BY HAROLD DAVIES, WHO LIVES IN LEBO, KANSAS PHONE NUMBER 256-2635.
 JE1753'IT IS IN THE NW 1/4 OF SEC 36, T 18 S, R 14 E.
 JE1753'
 JE1753'TO REACH THE STATION FROM THE POST OFFICE IN LEBO, GO NORTH ON STATE
 JE1753'HIGHWAY 131 FOR 0.75 MILE TO THE JUNCTION WITH INTERSTATE HIGHWAY
 JE1753'35.  CONTINUE NORTH ON HIGHWAY 131 FOR 0.45 MILE TO A GRAVELED
 JE1753'CROSSROAD.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 2.0
 JE1753'MILES TO A FORK AT A RAILROAD CROSSING.  TAKE THE LEFT FORK AND
 JE1753'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.55 MILE TO THE STATION
 JE1753'ON THE RIGHT.
 JE1753'
 JE1753'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 JE1753'ROAD FOR 0.4 MILE TO A T-ROAD JUNCTION.  TURN RIGHT AND GO EAST ON A
 JE1753'GRAVELED ROAD FOR 1.0 MILE TO A GRAVELED CROSSROAD.  TURN RIGHT AND
 JE1753'GO SOUTH ON THE GRAVELED ROAD FOR 0.55 MILE TO THE MARK ON THE
 JE1753'RIGHT.
 JE1753'
 JE1753'STATION MARK IS A STANDARD DISK, STAMPED, DAVIES 1934, SET IN THE
 JE1753'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 4
 JE1753'INCHES ABOVE THE GROUND.  IT IS 24.0 FEET EAST OF THE CENTER OF THE
 JE1753'GRAVELED ROAD, 9.0 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 10.2
 JE1753'FEET EAST OF A WITNESS POST.
 JE1753'
 JE1753'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAVIES NO 1 1934, SET IN
 JE1753'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 JE1753'18 INCHES ABOVE THE GROUND.  IT IS 80.0 FEET EAST OF THE CENTER OF
 JE1753'THE GRAVELED ROAD AND 62.0 FEET EAST OF A FENCE CORNER.
 JE1753'
 JE1753'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DAVIES NO 2 1934, SET
 JE1753'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 JE1753'8 INCHES ABOVE THE GROUND.  IT IS 99.0 FEET EAST OF THE EAST SIDE
 JE1753'OF A SMALL CORRAL AND 31.6 FEET EAST OF A 36 INCH HEDGE TREE.
 JE1753'
 JE1753'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DAVIES NO 3 1934, SET
 JE1753'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH
 JE1753'THE GROUND.  IT IS 21.0 FEET WEST OF THE CENTER OF THE GRAVELED
 JE1753'ROAD, 1.5 FEET EAST OF A FENCE AND ABOUT 1 FOOT LOWER THAN THE
 JE1753'STATION.
 JE1753'
 JE1753'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED DAVIES NO 4 1934, SET
 JE1753'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH
 JE1753'THE GROUND.  IT IS 21.0 FEET WEST OF THE CENTER OF THE GRAVELED
 JE1753'ROAD, 1.0 FOOT EAST OF THE FENCE AND ABOUT 1 FOOT LOWER THAN THE
 JE1753'STATION.
 JE1753'
 JE1753'AZIMUTH MARK IS A STANDARD DISK, STAMPED DAVIES AZI 1934, SET IN
 JE1753'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4
 JE1753'INCHES ABOVE THE GROUND.  IT IS 21.0 FEET WEST OF THE CENTER OF A
 JE1753'GRAVELED ROAD, 3.0 FEET NORTH OF THE NORTH GATE POST OF A GATE AND
 JE1753'1.2 FEET EAST OF A FENCE.
 JE1753'
 JE1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHEAST
 JE1753'OF LEBO.
 JE1753'
 JE1753'HEIGHT OF LIGHT ABOVE STATION MARK 72.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0663 ***********************************************************************
 HF0663  DESIGNATION -  DAVIS
 HF0663  PID         -  HF0663
 HF0663  STATE/COUNTY-  KS/SUMNER
 HF0663  USGS QUAD   -  ROME (1965)
 HF0663
 HF0663                         *CURRENT SURVEY CONTROL
 HF0663  ___________________________________________________________________
 HF0663* NAD 83(1997)-  37 10 50.44021(N)    097 24 14.12759(W)     ADJUSTED  
 HF0663* NAVD 88     -       377.268  (meters)    1237.75   (feet)  ADJUSTED  
 HF0663  ___________________________________________________________________
 HF0663  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HF0663  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HF0663  DYNAMIC HT  -         376.959 (meters)    1236.74  (feet)  COMP
 HF0663  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 HF0663
 HF0663  HORZ ORDER  -  SECOND
 HF0663  VERT ORDER  -  SECOND    CLASS 0
 HF0663
 HF0663.The horizontal coordinates were established by classical geodetic methods
 HF0663.and adjusted by the National Geodetic Survey in October 1998..
 HF0663
 HF0663.The orthometric height was determined by differential leveling
 HF0663.and adjusted by the National Geodetic Survey in June 1991..
 HF0663
 HF0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0663
 HF0663.The geoid height was determined by GEOID03.
 HF0663
 HF0663.The dynamic height is computed by dividing the NAVD 88
 HF0663.geopotential number by the normal gravity value computed on the
 HF0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0663.degrees latitude (g = 980.6199 gals.).
 HF0663
 HF0663.The modeled gravity was interpolated from observed gravity values.
 HF0663
 HF0663;                    North         East     Units Scale Factor Converg.
 HF0663;SPC KS S     -   457,620.178   497,331.708   MT  1.00001802   +0 40 24.8
 HF0663;UTM  14      - 4,116,108.609   641,680.799   MT  0.99984728   +0 57 53.0
 HF0663
 HF0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0663!SPC KS S     -   0.99994529  x   1.00001802  =   0.99996331
 HF0663!UTM  14      -   0.99994529  x   0.99984728  =   0.99979258
 HF0663
 HF0663|---------------------------------------------------------------------|
 HF0663| PID    Reference Object                     Distance      Geod. Az  |
 HF0663|                                                           dddmmss.s |
 HF0663| HF0662 DAVIS RM 1                           19.255 METERS 01732     |
 HF0663| HF0664 DAVIS RM 3                          192.314 METERS 05230     |
 HF0663| HF0665 DAVIS RM 4                          163.724 METERS 10833     |
 HF0663| HF1341 ROME GRAIN ELEVATOR                 APPROX. 2.5 KM 1555920.5 |
 HF0663| CL5024 DAVIS AZ MK 2                                      1674056.5 |
 HF0663| HF0666 DAVIS RM 2                           15.779 METERS 24913     |
 HF0663|---------------------------------------------------------------------|
 HF0663
 HF0663                          SUPERSEDED SURVEY CONTROL
 HF0663
 HF0663  NAD 83(1997)-  37 10 50.44202(N)    097 24 14.12361(W) AD(       ) 2
 HF0663  NAD 83(1986)-  37 10 50.44898(N)    097 24 14.11827(W) AD(       ) 2
 HF0663  NAD 27      -  37 10 50.36236(N)    097 24 12.95322(W) AD(       ) 2
 HF0663  NGVD 29 (??/??/92)  377.149  (m)         1237.36   (f) ADJ UNCH    2 0
 HF0663
 HF0663.Superseded values are not recommended for survey control.
 HF0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0663.See file dsdata.txt to determine how the superseded data were derived.
 HF0663
 HF0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4168116109(NAD 83)
 HF0663_MARKER: DS = TRIANGULATION STATION DISK
 HF0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0663_STAMPING: DAVIS 1962
 HF0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0663
 HF0663  HISTORY     - Date     Condition        Report By
 HF0663  HISTORY     - 1962     MONUMENTED       CGS
 HF0663  HISTORY     - 1964     GOOD             CGS
 HF0663  HISTORY     - 1964     GOOD             NGS
 HF0663  HISTORY     - 1966     GOOD             CGS
 HF0663
 HF0663                          STATION DESCRIPTION
 HF0663
 HF0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0663'THE STATION IS ABOUT 6.0 MILES SOUTH OF WELLINGTON, 0.1 MILE
 HF0663'WEST OF U.S. HIGHWAY 81 AND ON PROPERTY OWNED BY MRS. DAVIS
 HF0663'WHO LIVES IN WELLINGTON.
 HF0663'
 HF0663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HF0663'160 AND 81, ON THE WEST SIDE OF WELLINGTON, GO SOUTH ON
 HF0663'HIGHWAY 81 FOR 5.8 MILES TO A CROSSROAD.  CONTINUE SOUTH ON
 HF0663'HIGHWAY 81 FOR 0.4 MILE TO A DRIVEWAY ON THE RIGHT.  TURN
 HF0663'RIGHT, WEST, FOR 0.05 MILE TO AN ALUMINUM GATE.  PASS THROUGH
 HF0663'THE GATE AND GO WEST ACROSS THE BARNYARD FOR 0.05 MILE TO
 HF0663'A WIRE GATE.  PASS THROUGH THE GATE, TURN LEFT AND GO SOUTH
 HF0663'ALONG A FENCE FOR 0.05 MILE TO A FENCE CORNER AND THE STATION.
 HF0663'
 HF0663'STATION MARKS ARE STANDARD DISKS STAMPED DAVIS 1962.  THE
 HF0663'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 3 INCHES BELOW
 HF0663'THE SURFACE OF THE GROUND.  IT IS 26.5 FEET NORTHWEST OF A
 HF0663'POWER POLE WHICH IS IN THE FENCE CORNER, 21 FEET WEST OF A
 HF0663'POWER POLE WITH A METER ON IT, 21 FEET WEST OF A METAL WITNESS
 HF0663'POST AND FENCE, AND 18.5 FEET NORTH OF A FENCE.  THE UNDERGROUND
 HF0663'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 HF0663'THE SURFACE OF THE GROUND.
 HF0663'
 HF0663'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAVIS NO 1
 HF0663'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 HF0663'IT IS 60 FEET SOUTH OF THE SOUTHEAST CORNER OF A BUILDING
 HF0663'WHICH IS MADE FROM AN OLD BOX CAR, 56.5 FEET NORTH OF THE
 HF0663'POWER POLE WITH A METER ON IT AND 1 FOOT WEST OF A FENCE.
 HF0663'
 HF0663'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAVIS NO 2
 HF0663'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 HF0663'INCHES.  IT IS 80.5 FEET EAST OF A POWER POLE AND 69 FEET
 HF0663'WEST OF THE POWER POLE IN THE FENCE CORNER.
 HF0663'
 HF0663'AZIMUTH MARK, A STANDARD DISK STAMPED DAVIS 1962, IS SET IN
 HF0663'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 112
 HF0663'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 27.5 FEET WEST OF
 HF0663'THE CENTER OF HIGHWAY 81, 2.2 FEET NORTH OF A METAL WITNESS
 HF0663'POST AND 1.7 FEET WEST OF A POWER POLE.
 HF0663'
 HF0663'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST BACK TO
 HF0663'HIGHWAY 81.  TURN RIGHT, SOUTH, ON HIGHWAY 81 FOR 0.5 MILE
 HF0663'TO THE AZIMUTH MARK ON THE RIGHT, ABOUT 100 FEET BEFORE
 HF0663'REACHING A CROSSROAD.
 HF0663'
 HF0663'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0663'
 HF0663'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 HF0663
 HF0663                          STATION RECOVERY (1964)
 HF0663
 HF0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 HF0663'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HF0663'FOUND IN GOOD CONDITION.  THE NEW LANDOWNER, MR. C.W. PETTIGREW
 HF0663'JR., HAS PUT ALL THE GROUND UNDER CULTIVATION AND REQUESTED
 HF0663'THAT THE REFERENCE MARKS BE MOVED.  HE DID NOT KNOW THE STATION
 HF0663'MARK WAS IN THE IMMEDIATE AREA, BUT HE AGREED TO LEAVE THE
 HF0663'STATION MARK IN ITS PRESENT LOCATION AS LONG AS THE MISSILE
 HF0663'SITE REMAINS ON HIS LAND ABOUT 1/4 MILE NORTHWEST.  THE TWO
 HF0663'REFERENCE MARKS WERE MOVED TO THE ROAD RIGHT-OF-WAY OF U.S.
 HF0663'HIGHWAY 81.  A COMPLETE DESCRIPTION FOLLOWS.
 HF0663'
 HF0663'STATION IS LOCATED ABOUT 6 MILES SOUTH OF WELLINGTON, 1 AND
 HF0663'1/2 MILES NORTH-NORTHWEST OF ROME, AND 200 YARDS WEST OF
 HF0663'U.S. HIGHWAY 81 IN A CULTIVATED FIELD NEAR THE EAST SIDE OF
 HF0663'SEC. 15, T 33 S., R 1 W. AND ON LAND OWNED BY MR. C.W. PETTIGREW,
 HF0663'JR., 379 FEET SOUTHWEST OF THE CENTER OF A WELL AND WINDMILL,
 HF0663'304 FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, AND 1
 HF0663'FOOT WEST OF A NEW STEEL WITNESS POST WITH SIGN, AND 1 FOOT
 HF0663'EAST OF A STEEL POST.  THE SURFACE MARK IS 6 INCHES BELOW THE
 HF0663'SURFACE OF THE GROUND AND THE DISK IS STAMPED DAVIS 1962.
 HF0663'
 HF0663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81
 HF0663'AND 160 ON THE WEST SIDE OF WELLINGTON, GO SOUTH ON U.S.
 HF0663'HIGHWAY 81 FOR 5.8 MILES TO A CROSSROADS.  CONTINUE SOUTH
 HF0663'ON U.S. HIGHWAY 81 FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT
 HF0663'TO FARM BUILDINGS AND A FIELD ENTRANCE ON THE RIGHT AND
 HF0663'REFERENCE MARK NO. 3 WHICH IS A 115 FEET NORTH OF THE CENTER
 HF0663'OF FIELD ENTRANCE.  THE STATION IS ABOUT 200 YARDS
 HF0663'WEST-SOUTHWEST ACROSS A FIELD.
 HF0663'
 HF0663'REFERENCE MARK NO. 3 IS 630.95 FEET EAST-NORTHEAST OF THE
 HF0663'STATION, 115 FEET NORTH OF THE CENTER OF FIELD ENTRANCE, 28
 HF0663'FEET WEST OF THE CENTER OF U.S. HIGHWAY 81, 2 FEET SOUTH
 HF0663'OF TELEPHONE POLE 1435, AND 1 FOOT NORTH OF A NEW STEEL
 HF0663'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 HF0663'STAMPED DAVIS NO 3 1962.
 HF0663'
 HF0663'REFERENCE MARK NO. 4 IS 537.15 FEET EAST-SOUTHEAST OF THE
 HF0663'STATION, 28 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 81,
 HF0663'AND EQUIDISTANT BETWEEN TWIN TELEPHONE POLES SET IN AN
 HF0663'EAST-WEST LINE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 HF0663'IS STAMPED DAVIS NO 4 1962.
 HF0663'
 HF0663'AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION, 112 FEET
 HF0663'NORTH OF THE CENTER OF A GRAVEL ROAD, 28 FEET WEST OF THE
 HF0663'CENTERLINE OF U.S. HIGHWAY 81, 2.2 FEET NORTH OF A METAL
 HF0663'WITNESS POST, AND 1.7 FEET WEST OF A POWER POLE.  THE MARK
 HF0663'PROJECTS 4 INCHES AND THE DISK IS STAMPED DAVIS 1962.
 HF0663'
 HF0663'TO REACH THE AZIMUTH MARK FROM REFERENCE MARK NO. 3, GO SOUTH
 HF0663'ON U.S. HIGHWAY 81 FOR 0.5 MILE TO CROSSROADS AND THE AZIMUTH
 HF0663'MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION AS DESCRIBED.
 HF0663'
 HF0663'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HF0663
 HF0663                          STATION RECOVERY (1964)
 HF0663
 HF0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HF0663'2.7 MI NNW FROM ROME.
 HF0663'1.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0663'FROM THE STATION SIGN AT ROME, THENCE 0.5 MILE WEST ALONG A DIRT
 HF0663'ROAD, THENCE 0.5 MILE SOUTH ALONG U.S. HIGHWAY 81, SET ABOUT 0.1
 HF0663'MILE WEST OF THE HIGHWAY ON THE PROPERTY OF MR. C.W. PETTIGREW,
 HF0663'379 FEET SOUTHWEST OF THE CENTER OF A WELL AND WINDMILL, 304
 HF0663'FEET SOUTH OF A POWER POLE WITH A TRANSFORMER, AND 1 FOOT WEST
 HF0663'OF A NEW STEEL WITNESS POST WITH SIGN AND 1 FOOT EAST OF A STEEL
 HF0663'POST.  THE MARK IS 6 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 HF0663'DISK IS STAMPED DAVIS 1962.
 HF0663
 HF0663                          STATION RECOVERY (1966)
 HF0663
 HF0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 HF0663'STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO.
 HF0663'4 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 HF0663'MARK WAS IN THE WAY OF ROAD CONSTRUCTION AND HAD TO BE RESET.
 HF0663'ALL BUILDINGS AT THE STATION SITE HAVE BEEN DESTROYED.
 HF0663'
 HF0663'A NEW AZIMUTH MARK WAS SET.
 HF0663'
 HF0663'FOLLOWING IS A NEW DESCRIPTION.
 HF0663'
 HF0663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81
 HF0663'AND 160 AT THE WEST SIDE OF WELLINGTON, GO SOUTH ON U.S.
 HF0663'HIGHWAY 81 FOR 6.0 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 HF0663'SOUTH ON U.S. HIGHWAY 81 FOR 0.3 MILE TO THE STATION ON
 HF0663'THE RIGHT.
 HF0663'
 HF0663'STATION MARK, A STANDARD DISK STAMPED DAVIS 1962, IS SET
 HF0663'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 5 INCHES BELOW
 HF0663'THE SURFACE OF THE GROUND.  IT IS ABOUT 0.1 MILE WEST OF
 HF0663'U.S. HIGHWAY 81, 1.5 FEET SOUTH-SOUTHEAST OF A SMALL PIPE
 HF0663'WHICH PROJECTS 8 INCHES, 1 FOOT SOUTH-SOUTHWEST OF A METAL
 HF0663'WITNESS POST, 1 FOOT NORTH OF A METAL POST, AND IN A CULTIVATED
 HF0663'FIELD.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 HF0663'
 HF0663'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DAVIS NO. 3
 HF0663'1962, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HF0663'PROJECTS 8 INCHES.  IT IS 29 FEET WEST OF THE CENTERLINE
 HF0663'OF U.S. HIGHWAY 81, 2.5 FEET SOUTH OF A TELEPHONE POLE, AND
 HF0663'1 FOOT NORTH OF A METAL WITNESS POST.
 HF0663'
 HF0663'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DAVIS NO. 4
 HF0663'1962, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HF0663'PROJECTS 7 INCHES.  IT IS ABOUT MIDWAY BETWEEN TWO TELEPHONE
 HF0663'POLES, 29 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 81, 3.5
 HF0663'FEET EAST-NORTHEAST OF A TELEPHONE POLE, AND 3 FEET
 HF0663'WEST-NORTHWEST OF A TELEPHONE POLE.
 HF0663'
 HF0663'AZIMUTH MARK, A STANDARD DISK STAMPED DAVIS 1962 AZ. 2 1966,
 HF0663'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HF0663'3 INCHES.  IT IS 100.5 FEET NORTH OF THE CENTER OF A BLACKTOP
 HF0663'ROAD, 64 FEET WEST OF THE CENTER OF U.S. HIGHWAY 81, 3 FEET
 HF0663'NORTH-NORTHWEST OF A TELEPHONE POLE, 1.5 FEET EAST OF A METAL
 HF0663'WITNESS POST, AND IN THE NORTHWEST ANGLE OF A CROSSROAD.
 HF0663'
 HF0663'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 HF0663'HIGHWAY 81 FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 HF0663'
 HF0663'NOTE- DIFFERENCE IN ELEVATION FROM AZIMUTH MARK 1962 TO
 HF0663'AZIMUTH MARK 1962 AZ. 2 1966 IS MINUS 0.467 FEET.
 HF0663'
 HF0663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.8 MILES
 HF0663'SOUTH OF WELLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1466 ***********************************************************************
 JF1466  DESIGNATION -  DAVIS
 JF1466  PID         -  JF1466
 JF1466  STATE/COUNTY-  KS/GEARY
 JF1466  USGS QUAD   -  WHITE CITY NW (1971)
 JF1466
 JF1466                         *CURRENT SURVEY CONTROL
 JF1466  ___________________________________________________________________
 JF1466* NAD 83(1997)-  38 53 05.11031(N)    096 42 52.02774(W)     ADJUSTED  
 JF1466* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 JF1466  ___________________________________________________________________
 JF1466  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 JF1466  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 JF1466
 JF1466  HORZ ORDER  -  SECOND
 JF1466
 JF1466.The horizontal coordinates were established by classical geodetic methods
 JF1466.and adjusted by the National Geodetic Survey in October 1998..
 JF1466
 JF1466.The orthometric height was scaled from a topographic map.
 JF1466
 JF1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1466
 JF1466.The geoid height was determined by GEOID03.
 JF1466
 JF1466;                    North         East     Units Scale Factor Converg.
 JF1466;SPC KS N     -    62,005.114   511,536.519   MT  0.99997713   +0 48 48.2
 JF1466;UTM  14      - 4,306,470.467   698,241.506   MT  1.00008395   +1 26 06.8
 JF1466
 JF1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1466!SPC KS N     -   0.99993655  x   0.99997713  =   0.99991368
 JF1466!UTM  14      -   0.99993655  x   1.00008395  =   1.00002049
 JF1466
 JF1466:                Primary Azimuth Mark                     Grid Az
 JF1466:SPC KS N     -  MARION HILL LUTHERAN CH SPIRE            129 05 22.9
 JF1466:UTM  14      -  MARION HILL LUTHERAN CH SPIRE            128 28 04.3
 JF1466
 JF1466|---------------------------------------------------------------------|
 JF1466| PID    Reference Object                     Distance      Geod. Az  |
 JF1466|                                                           dddmmss.s |
 JF1466| JF1460 MARION HILL LUTHERAN CH SPIRE       APPROX. 5.1 KM 1295411.1 |
 JF1466| CL5021 DAVIS AZ MK                                        1792731.7 |
 JF1466| JF1464 WHITE CITY MUNICIPAL TANK           APPROX.10.0 KM 1902359.1 |
 JF1466| CL5023 DAVIS RM 2                            7.823 METERS 26902     |
 JF1466| CL5022 DAVIS RM 1                            7.208 METERS 35817     |
 JF1466|---------------------------------------------------------------------|
 JF1466
 JF1466                          SUPERSEDED SURVEY CONTROL
 JF1466
 JF1466  NAD 83(1986)-  38 53 05.11710(N)    096 42 52.02672(W) AD(       ) 2
 JF1466  NAD 27      -  38 53 05.11028(N)    096 42 51.00382(W) AD(       ) 2
 JF1466
 JF1466.Superseded values are not recommended for survey control.
 JF1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1466.See file dsdata.txt to determine how the superseded data were derived.
 JF1466
 JF1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9824206470(NAD 83)
 JF1466_MARKER: DS = TRIANGULATION STATION DISK
 JF1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1466
 JF1466  HISTORY     - Date     Condition        Report By
 JF1466  HISTORY     - 1956     MONUMENTED       CGS
 JF1466  HISTORY     - 1968     GOOD             CGS
 JF1466
 JF1466                          STATION DESCRIPTION
 JF1466
 JF1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1466'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF DWIGHT, ABOUT
 JF1466'6 MILES NORTH OF WHITE CITY, ON THE WEST SIDE OF A DIRT ROAD
 JF1466'AND ON HIGHWAY PROPERTY.  IT IS 20 FEET WEST OF THE CENTERLINE OF
 JF1466'A DIRT ROAD, 6 FEET SOUTH OF A WHITE WITNESS POST AND 3 FEET
 JF1466'SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE LOADING PEN.  THE
 JF1466'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DAVIS 1956.
 JF1466'
 JF1466'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 JF1466'RAILROAD CROSSING IN WHITE CITY (THIS IS JUST SOUTH OF THE DEPOT
 JF1466'IN WHITE CITY), GO WEST ON HIGHWAY 10 FOR 1.6 MILES TO A GRAVELED
 JF1466'CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 1.6
 JF1466'MILES TO A RAILROAD CROSSING.  CONTINUE NORTH ON THE GRAVELED
 JF1466'ROAD FOR 4.25 MILES TO WHERE THE ROAD TURNS WEST.  CONTINUE WEST
 JF1466'ON THE GRAVELED ROAD FOR 0.5 MILE TO A DIRT SIDE ROAD RIGHT.
 JF1466'TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR 0.7 MILE TO THE
 JF1466'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE DIRT ROAD
 JF1466'FOR 0.3 MILE TO THE MARK ON THE LEFT.
 JF1466'
 JF1466'REFERENCE MARK 1 IS 21 FEET WEST OF THE CENTERLINE OF THE DIRT
 JF1466'ROAD, 1 FOOT EAST OF A FENCE AND 18 FEET NORTH OF A WHITE WITNESS
 JF1466'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DAVIS
 JF1466'NO 1 19569
 JF1466'
 JF1466'REFERENCE MARK 2 IS 47 FEET WEST OF THE CENTERLINE OF THE DIRT
 JF1466'ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 2 INCHES AND
 JF1466'THE DISK IS STAMPED DAVIS NO 2 1956.
 JF1466'
 JF1466'THE AZIMUTH MARK IS 20 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 JF1466'1 FOOT NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTHEAST OF A
 JF1466'FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JF1466'DAVIS 1956.
 JF1466'
 JF1466'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1466
 JF1466                          STATION RECOVERY (1968)
 JF1466
 JF1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1466'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JF1466'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1466'FOUND IN GOOD CONDITION THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1466'RECOVERY EXCEPT STATE HIGHWAY 10 IS NOW STATE HIGHWAY 4.
 JF1466'
 JF1466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES
 JF1466'NORTH OF WHITE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1938 ***********************************************************************
 JE1938  DESIGNATION -  DAVIS
 JE1938  PID         -  JE1938
 JE1938  STATE/COUNTY-  KS/LINN
 JE1938  USGS QUAD   -  PARKER (1963)
 JE1938
 JE1938                         *CURRENT SURVEY CONTROL
 JE1938  ___________________________________________________________________
 JE1938* NAD 83(1997)-  38 18 59.91396(N)    094 55 38.28246(W)     ADJUSTED  
 JE1938* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 JE1938  ___________________________________________________________________
 JE1938  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 JE1938  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JE1938
 JE1938  HORZ ORDER  -  SECOND
 JE1938
 JE1938.The horizontal coordinates were established by classical geodetic methods
 JE1938.and adjusted by the National Geodetic Survey in October 1998..
 JE1938
 JE1938.The orthometric height was scaled from a topographic map.
 JE1938
 JE1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1938
 JE1938.The geoid height was determined by GEOID03.
 JE1938
 JE1938;                    North         East     Units Scale Factor Converg.
 JE1938;SPC KS S     -   589,110.629   712,355.997   MT  0.99996011   +2 11 43.9
 JE1938;UTM  15      - 4,242,705.488   331,510.885   MT  0.99994963   -1 11 42.8
 JE1938
 JE1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1938!SPC KS S     -   0.99995508  x   0.99996011  =   0.99991519
 JE1938!UTM  15      -   0.99995508  x   0.99994963  =   0.99990471
 JE1938
 JE1938:                Primary Azimuth Mark                     Grid Az
 JE1938:SPC KS S     -  JINGO                                    062 06 21.8
 JE1938:UTM  15      -  JINGO                                    065 29 48.5
 JE1938
 JE1938|---------------------------------------------------------------------|
 JE1938| PID    Reference Object                     Distance      Geod. Az  |
 JE1938|                                                           dddmmss.s |
 JE1938| JE1917 JINGO                               APPROX.22.4 KM 0641805.7 |
 JE1938| CN6719 DAVIS RM 1                           17.242 METERS 09230     |
 JE1938| CN6720 DAVIS RM 2                           16.597 METERS 18132     |
 JE1938| CN6718 DAVIS AZ MK                                        2744412.3 |
 JE1938| CN6721 DAVIS RM 3                           10.837 METERS 28143     |
 JE1938|---------------------------------------------------------------------|
 JE1938
 JE1938                          SUPERSEDED SURVEY CONTROL
 JE1938
 JE1938  NAD 83(1986)-  38 18 59.92109(N)    094 55 38.28075(W) AD(       ) 2
 JE1938  NAD 27      -  38 18 59.84900(N)    094 55 37.40800(W) AD(       ) 2
 JE1938
 JE1938.Superseded values are not recommended for survey control.
 JE1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1938.See file dsdata.txt to determine how the superseded data were derived.
 JE1938
 JE1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3151142705(NAD 83)
 JE1938_MARKER: DS = TRIANGULATION STATION DISK
 JE1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1938
 JE1938  HISTORY     - Date     Condition        Report By
 JE1938  HISTORY     - 1948     MONUMENTED       CGS
 JE1938  HISTORY     - 1970     GOOD             NGS
 JE1938
 JE1938                          STATION DESCRIPTION
 JE1938
 JE1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1938'THE STATION IS LOCATED ABOUT 3.5 MILES EAST AND 1.0 MILE SOUTH
 JE1938'OF PARKER, 0.5 MILE EAST OF A SCHOOL HOUSE, 44.5 FEET WEST OF
 JE1938'A FENCE CORNER, 25.5 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 JE1938'8 FEET SOUTH OF A FENCE LINE, AND 7.5 FEET SOUTH OF A WITNESS
 JE1938'POST.  IT PROJECTS 2 INCHES AND IS STAMPED DAVIS 1948.
 JE1938'
 JE1938'REFERENCE MARK NO. 1 IS 24.5 FEET NORTH OF THE CENTER OF A
 JE1938'GRADED ROAD, 13 FEET EAST OF A FENCE CORNER, AND 2 FEET SOUTH
 JE1938'OF A FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED DAVIS
 JE1938'NO. 1 1948.
 JE1938'
 JE1938'REFERENCE MARK NO. 2 IS 27.8 FEET SOUTH OF THE CENTER OF A GRADED
 JE1938'ROAD AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 2 INCHES AND IS
 JE1938'STAMPED DAVIS NO 2 1948.
 JE1938'
 JE1938'AZIMUTH MARK IS 220 FEET NORTH OF THE CENTER OF INTERSECTION
 JE1938'OF A CROSSROAD, 110 FEET NORHT OF THE NORTHEAST CORNER OF A SCHOOL
 JE1938'HOUSE, 25.5 FEET WEST OF THE CENTER OF A GRADED ROAD, AND 2
 JE1938'FEET SOUTH OF A WITNESS POST.  IT IS AT THE EAST EDGE OF THE
 JE1938'SCHOOL YARD AND IS BETWEEN TWO LARGE ELM TREES.  IT PROJECTS 2
 JE1938'INCHES AND IS STAMPED DAVIS 1948.
 JE1938'
 JE1938'TO REACH THE STATION FROM THE MAIN INTERSECTION IN PARKER,
 JE1938'GO NORTH FOR 0.2 MILE, TURN RIGHT AND GO EAST FOR 3.15 MILES TO A
 JE1938'CROSSROAD, TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO A CROSSROAD
 JE1938'AND A SCHOOL HOUSE ON THE RIGHT.  TURN LEFT AND GO EAST FOR
 JE1938'0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JE1938'
 JE1938'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.5
 JE1938'MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 210 FEET
 JE1938'TO THE MARK ON THE LEFT AS DESCRIBED.
 JE1938'
 JE1938'AN 87 FOOT SIGNAL AT JINGO IS VISIBLE AT 37 FEET.
 JE1938'
 JE1938'A 74 FOOT SIGNAL AT LINCOLN IS VISIBLE AT 37 FEET.
 JE1938'
 JE1938'AN 87 FOOT SIGNAL AT PLEASANTON IS VISIBLE AT 15 FEET.
 JE1938'
 JE1938'A 74 FOOT SIGNAL AT FARLIN IS VISIBLE AT 37 FEET.
 JE1938'
 JE1938'A 74 FOOT SIGNAL AT CENTER IS VISIBLE AT 15 FEET.
 JE1938'
 JE1938'AN 87 FOOT SIGNAL AT BLUE MOUND IS VISIBLE AT 15 FEET.
 JE1938'
 JE1938'A 74 FOOT SIGNAL AT SUGAR IS VISIBLE AT 37 FEET.
 JE1938'
 JE1938'A 100 FOOT SIGNAL AT GREELEY IS VISIBLE AT 37 FEET.
 JE1938'
 JE1938'A 74 FOOT SIGNAL AT OSA IS VISIBLE AT 37 FEET.
 JE1938'
 JE1938'AN 87 FOOT SIGNAL AT WEA IS VISIBLE AT 37 FEET.
 JE1938'
 JE1938'A 74 FOOT SIGNAL AT LANCASTER IS VISIBLE AT 50 FEET.
 JE1938'
 JE1938'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1938
 JE1938                          STATION RECOVERY (1970)
 JE1938
 JE1938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1938'THIS STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 JE1938'FOUND AS DESCRIBED.  THE STATION MARK WAS REINFORCED ON THE
 JE1938'TOP AS THE MARK HAD BEEN CHIPPED DUE TO MOWING OPERATIONS.
 JE1938'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE DESTROYED BY
 JE1938'ROAD CONSTRUCTION.  NO OBJECTS WERE VISIBLE FROM THE STATION
 JE1938'SO A NEW AZIMUTH MARK WAS NOT SET.
 JE1938'
 JE1938'REFERENCE MARK NO. 3 WAS SET.
 JE1938'
 JE1938'FOLLOWING IS A NEW DESCRIPTION.
 JE1938'
 JE1938'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LA CYGNE, GO WEST,
 JE1938'SOUTH AND WEST ON STATE HIGHWAY 135 FOR 8.55 MILES TO THE
 JE1938'JUNCTION OF STATE HIGHWAY 7.  TURN LEFT AND GO SOUTH ON STATE
 JE1938'HIGHWAY 7 FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 JE1938'A GRAVELED ROAD FOR 1.55 MILES TO THE STATION ON THE RIGHT.
 JE1938'
 JE1938'STATION MARK, A STANDARD DISK STAMPED DAVIS 1948, IS SET IN
 JE1938'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 JE1938'IT IS ABOUT 125 FEET SOUTHWEST OF A HOUSE, 44.5 FEET WEST OF A
 JE1938'FENCE CORNER, 25.5 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 JE1938'8 FEET SOUTH OF A FENCE, AND 7.5 FEET SOUTH OF A WOODEN WITNESS
 JE1938'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JE1938'
 JE1938'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAVIS NO. 1 1948,
 JE1938'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JE1938'4 INCHES.  IT IS 24.5 FEET NORTH OF THE CENTER OF A GRAVELED
 JE1938'ROAD, 16 FEET SOUTHEAST OF A CORNER FENCE POST, AND 14.5 FEET
 JE1938'EAST OF A TELEPHONE POLE.
 JE1938'
 JE1938'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DAVIS 1948 NO. 3
 JE1938'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JE1938'2 INCHES.  IT IS 32 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 JE1938'1 FOOT EAST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A
 JE1938'FENCE.
 JE1938'
 JE1938'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.5 MI.
 JE1938'EAST AND 1 MI. SOUTH OF PARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0749 ***********************************************************************
 KH0749  DESIGNATION -  DAVIS
 KH0749  PID         -  KH0749
 KH0749  STATE/COUNTY-  KS/SHERIDAN
 KH0749  USGS QUAD   -  LUCERNE (1979)
 KH0749
 KH0749                         *CURRENT SURVEY CONTROL
 KH0749  ___________________________________________________________________
 KH0749* NAD 83(1997)-  39 26 06.42438(N)    100 10 58.25828(W)     ADJUSTED  
 KH0749* NAVD 88     -       840.     (meters)    2756.     (feet)  SCALED    
 KH0749  ___________________________________________________________________
 KH0749  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 KH0749  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 KH0749
 KH0749  HORZ ORDER  -  FIRST
 KH0749
 KH0749.The horizontal coordinates were established by classical geodetic methods
 KH0749.and adjusted by the National Geodetic Survey in October 1998..
 KH0749
 KH0749.The orthometric height was scaled from a topographic map.
 KH0749
 KH0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0749
 KH0749.The geoid height was determined by GEOID03.
 KH0749
 KH0749;                    North         East     Units Scale Factor Converg.
 KH0749;SPC KS N     -   124,576.620   212,096.542   MT  0.99996202   -1 22 52.0
 KH0749;UTM  14      - 4,365,731.396   398,203.861   MT  0.99972758   -0 45 05.1
 KH0749
 KH0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0749!SPC KS N     -   0.99987214  x   0.99996202  =   0.99983416
 KH0749!UTM  14      -   0.99987214  x   0.99972758  =   0.99959975
 KH0749
 KH0749:                Primary Azimuth Mark                     Grid Az
 KH0749:SPC KS N     -  DAVIS AZ MK 2                            081 53 27.1
 KH0749:UTM  14      -  DAVIS AZ MK 2                            081 15 40.2
 KH0749
 KH0749|---------------------------------------------------------------------|
 KH0749| PID    Reference Object                     Distance      Geod. Az  |
 KH0749|                                                           dddmmss.s |
 KH0749| CN9126 DAVIS AZ MK 2                                      0803035.1 |
 KH0749| CN9127 DAVIS RM 1                          188.550 METERS 08134     |
 KH0749| CN9125 DAVIS AZ MK                                        0853404.9 |
 KH0749| CN9129 DAVIS RM 3                          171.364 METERS 08926     |
 KH0749| CN9128 DAVIS RM 2                          193.518 METERS 10642     |
 KH0749| KH0771 HOXIE CEN KAN PWR LT CO RAD TR      APPROX.24.7 KM 2434259.7 |
 KH0749| KH0768 HOXIE MUNICIPAL TANK                APPROX.24.2 KM 2485102.5 |
 KH0749| CN9130 DAVIS RM 4                          152.034 METERS 35950     |
 KH0749|---------------------------------------------------------------------|
 KH0749
 KH0749                          SUPERSEDED SURVEY CONTROL
 KH0749
 KH0749  NAD 83(1986)-  39 26 06.42929(N)    100 10 58.26082(W) AD(       ) 1
 KH0749  NAD 27      -  39 26 06.41800(N)    100 10 56.77300(W) AD(       ) 1
 KH0749
 KH0749.Superseded values are not recommended for survey control.
 KH0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0749.See file dsdata.txt to determine how the superseded data were derived.
 KH0749
 KH0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ9820465731(NAD 83)
 KH0749_MARKER: DS = TRIANGULATION STATION DISK
 KH0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KH0749
 KH0749  HISTORY     - Date     Condition        Report By
 KH0749  HISTORY     - 1934     MONUMENTED       CGS
 KH0749  HISTORY     - 1950     GOOD             CGS
 KH0749
 KH0749                          STATION DESCRIPTION
 KH0749
 KH0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0749'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC. 23, T.
 KH0749'7 S., R. 26 W., 0.1 MILE WEST AND 350 FEET SOUTH OF NORTHEAST
 KH0749'CORNER OF SAID SECTION, ON THE PROPERTY OF MR. CHARLES DAVIS.
 KH0749'
 KH0749'TO REACH FROM THE JUNCTION OF STATE ROUTE 21 AND U.S. ROUTE
 KH0749'24 IN HILL CITY, GO WEST ON U.S. ROUTE 24 FOR 17.5 MILES
 KH0749'OR TO CROSSROADS ON GRAHAM - SHERIDAN COUNTY LINE.  TURN
 KH0749'RIGHT (NORTH), GO 5.55 MILES TO CROSSROADS, TURN LEFT (WEST)
 KH0749'AND GO 1.1 MILES TO TOP OF GRADE.  MARK IS 550 FEET SOUTH OF
 KH0749'CENTERLINE OF EAST-WEST DIRT ROAD, IN HIGHEST POINT IN FIELD,
 KH0749'AND IS 12 INCHES UNDERGROUND.
 KH0749'
 KH0749'REFERENCE MARK NO. 1 IS IN NORTH-SOUTH FENCE LINE, 30 FEET EAST
 KH0749'OF CENTERLINE OF ROAD, 200 FEET SOUTH CENTERLINE OF CROSSROADS,
 KH0749'AND IS FLUSH WITH GROUND.
 KH0749'
 KH0749'REFERENCE MARK NO. 2 IS IN NORTH-SOUTH FENCE LINE, 30 FEET
 KH0749'EAST OF CENTERLINE OF ROAD, ABOUT 500 FEET SOUTH OF CENTERLINE
 KH0749'OF CROSSROADS, AND PROJECTS 3 INCHES.
 KH0749'
 KH0749'TO REACH AZIMUTH MARK FROM STATION, GO EAST 1.1 MILES TO
 KH0749'CROSSROADS.  MARK IS IN THE SOUTHEAST ANGLE, 40 FEET EAST OF
 KH0749'NORTH-SOUTH ROAD, 30 FEET SOUTH OF CENTERLINE OF EAST-WEST
 KH0749'ROAD, AND PROJECTS 8 INCHES.
 KH0749'
 KH0749'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET.
 KH0749'
 KH0749'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KH0749
 KH0749                          STATION RECOVERY (1950)
 KH0749
 KH0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0749'THE SURFACE AND UNDERGROUND STATION MARKS WERE FOUND AS
 KH0749'DESCRIBED AND ARE IN GOOD CONDITION.  REFERENCE MARK NO. 1,
 KH0749'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK HAVE BEEN DESTROYED
 KH0749'AND A NEW REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND
 KH0749'AZIMUTH MARK WERE ESTABLISHED.
 KH0749'
 KH0749'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 KH0749'
 KH0749'THE STATION IS LOCATED ON TOP OF A PROMINENT HILL ABOUT 18.0
 KH0749'MILES WEST-NORTHWEST OF HILL CITY, 16.0 MILES EAST-NORTHEAST
 KH0749'OF HOXIE, 6.0 MILES NORTH-NORTHWEST OF STUDLEY AND 1.1 MILES
 KH0749'WEST OF THE GRAHAM-SHERIDAN COUNTY LINE IN A CULTIVATED
 KH0749'FIELD OWNED BY MR. CHARLES DAVIS OF STUDLEY.  IT IS ABOUT
 KH0749'0.4 MILE EAST-SOUTHEAST OF A GROUP OF FARM BUILDINGS, 580.0
 KH0749'FEET WEST OF THE CENTER OF A FIELD ROAD, 520.0 FEET SOUTH
 KH0749'OF THE CENTER OF A GRADED ROAD AND JUST NORTH OF THE HIGHEST
 KH0749'POINT OF THE HILL.  IT IS SET ABOUT 12 INCHES BELOW THE
 KH0749'SURFACE OF THE GROUND AND IS STAMPED DAVIS 1934.
 KH0749'
 KH0749'REFERENCE MARK NO. 3 IS LOCATED ON THE EAST SLOPE OF THE
 KH0749'HILL NEAR THE EAST EDGE OF A CULTIVATED FIELD AND IS ABOUT
 KH0749'20.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 18.0
 KH0749'FEET WEST OF THE CENTER OF A FARM ROAD AND 1.0 FOOT WEST OF
 KH0749'A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED DAVIS NO 3
 KH0749'1950.
 KH0749'
 KH0749'REFERENCE MARK NO. 4 IS LOCATED ON THE NORTH SLOPE OF THE
 KH0749'HILL NEAR THE NORTH EDGE OF A CULTIVATED FIELD AND IS ABOUT
 KH0749'8.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 32.0
 KH0749'FEET SOUTH OF THE CENTER OF A GRADED ROAD AND 2.0 FEET SOUTH
 KH0749'OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED DAVIS NO 4
 KH0749'1950.
 KH0749'
 KH0749'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 KH0749'NO. 4 IS 649.10 FEET.
 KH0749'
 KH0749'THE AZIMUTH MARK IS 26.0 FEET NORTH OF THE CENTER OF A GRADED
 KH0749'ROAD, 1.5 FEET SOUTH OF A WITNESS POST AND 1.5 FEET NORTH
 KH0749'OF A FENCE BRACE POST BETWEEN TWO FIELDS.  IT PROJECTS 4
 KH0749'INCHES AND IS STAMPED DAVIS 1950.
 KH0749'
 KH0749'TO REACH THE STATION FROM THE POST OFFICE IN STUDLEY, GO EAST
 KH0749'ON THE MAIN STREET FOR 0.1 MILE TO A CROSSROAD, TURN LEFT AND
 KH0749'GO NORTH ON A GRADED ROAD FOR 0.15 MILE TO THE JUNCTION WITH
 KH0749'U.S. HIGHWAY NO. 24.  HERE CONTINUE STRAIGHT AHEAD ON A
 KH0749'GRADED ROAD FOR 5.5 MILES TO A CROSSROAD, TURN LEFT AND GO
 KH0749'WEST ON A GRADED ROAD FOR 0.5 MILE TO A NORTH-SOUTH FENCE
 KH0749'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 KH0749'STRAIGHT AHEAD AND GO WEST ON A GRADED ROAD FOR 1.0 MILE TO
 KH0749'A GATE ON THEN LEFT JUST SOUTH OF A GROUP OF FARM BUILDINGS,
 KH0749'HERE TURN LEFT PASSING THROUGH THIS GATE AND THEN TURN SHARP
 KH0749'LEFT AND GO EAST-SOUTHEASTERLY ACROSS THE FIELD FOR 0.4
 KH0749'MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1080 ***********************************************************************
 KF1080  DESIGNATION -  DAVIS
 KF1080  PID         -  KF1080
 KF1080  STATE/COUNTY-  KS/RILEY
 KF1080  USGS QUAD   -  SWEDE CREEK (1982)
 KF1080
 KF1080                         *CURRENT SURVEY CONTROL
 KF1080  ___________________________________________________________________
 KF1080* NAD 83(1997)-  39 05 02.80610(N)    096 33 33.52819(W)     ADJUSTED  
 KF1080* NAVD 88     -       443.2    (meters)    1454.     (feet)  VERTCON   
 KF1080  ___________________________________________________________________
 KF1080  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 KF1080  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 KF1080
 KF1080  HORZ ORDER  -  SECOND
 KF1080
 KF1080.The horizontal coordinates were established by classical geodetic methods
 KF1080.and adjusted by the National Geodetic Survey in October 1998..
 KF1080
 KF1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1080
 KF1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1080
 KF1080.The geoid height was determined by GEOID03.
 KF1080
 KF1080;                    North         East     Units Scale Factor Converg.
 KF1080;SPC KS N     -    84,336.200   524,643.490   MT  0.99996106   +0 54 41.6
 KF1080;UTM  14      - 4,328,946.464   711,106.111   MT  1.00014878   +1 32 21.6
 KF1080
 KF1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1080!SPC KS N     -   0.99993517  x   0.99996106  =   0.99989623
 KF1080!UTM  14      -   0.99993517  x   1.00014878  =   1.00008394
 KF1080
 KF1080|---------------------------------------------------------------------|
 KF1080| PID    Reference Object                     Distance      Geod. Az  |
 KF1080|                                                           dddmmss.s |
 KF1080| CL6351 DAVIS RM 1                           17.788 METERS 09343     |
 KF1080| CL6350 DAVIS AZ MK                                        1341754.2 |
 KF1080| CL6352 DAVIS RM 2                           17.969 METERS 34026     |
 KF1080| KF1059 MANHATTAN MUNICIPAL TANK            APPROX.10.9 KM 3432728.9 |
 KF1080| KF1062 MANHATTAN SW BELL MICRO TOWER       APPROX.12.8 KM 3540608.1 |
 KF1080|---------------------------------------------------------------------|
 KF1080
 KF1080                          SUPERSEDED SURVEY CONTROL
 KF1080
 KF1080  NAD 83(1986)-  39 05 02.81177(N)    096 33 33.52563(W) AD(       ) 2
 KF1080  NAD 27      -  39 05 02.82600(N)    096 33 32.50800(W) AD(       ) 2
 KF1080  NGVD 29 (07/19/86)  443.1    (m)         1454.     (f) VERT ANG       
 KF1080
 KF1080.Superseded values are not recommended for survey control.
 KF1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1080.See file dsdata.txt to determine how the superseded data were derived.
 KF1080
 KF1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1110628946(NAD 83)
 KF1080_MARKER: DS = TRIANGULATION STATION DISK
 KF1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1080
 KF1080  HISTORY     - Date     Condition        Report By
 KF1080  HISTORY     - 1947     MONUMENTED       CGS
 KF1080  HISTORY     - 1970     GOOD             NGS
 KF1080
 KF1080                          STATION DESCRIPTION
 KF1080
 KF1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1080'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF MANHATTAN, 1 MILE
 KF1080'NORTH OF THE GEARY-RILEY COUNTY LINE AND ABOUT 1 MILE WEST OF
 KF1080'STATE ROUTE 13, ON A HIGH FLAT RIDGE NEAR THE OLD SALT HOUSE OF
 KF1080'THE DAVIS RANCH.  IT IS SITUATED 60 FEET EAST OF THE SOUTHEAST
 KF1080'CORNER OF THE SALT HOUSE, 60 FEET NORTH OF THE EAST GATE AND 10
 KF1080'FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED DAVIS 1947
 KF1080'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KF1080'
 KF1080'REFERENCE MARK NO. 1 IS SET IN THE OPEN PASTURE, 70 FEET EAST OF
 KF1080'THE FENCE LINE.  IT IS STAMPED DAVIS NO 1 1947 AND PROJECTS 3
 KF1080'INCHES.
 KF1080'
 KF1080'REFERENCE MARK NO. 2 IS SET 1 FOOT EAST OF THE FENCE LINE.  IT
 KF1080'IS STAMPED DAVIS NO 2 1947 AND PROJECTS 4 INCHES.
 KF1080'
 KF1080'THE AZIMUTH MARK IS LOCATED 1.2 MILES SOUTHEAST OF THE STATION, 5
 KF1080'FEET WEST OF A WIRE GATE, AND 1 FOOT NORTH OF THE FENCE LINE.
 KF1080'IT IS STAMPED DAVIS 1947 AND PROJECTS 4 INCHES.
 KF1080'
 KF1080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 KF1080'STATE ROUTE 13 IN MANHATTAN, GO SOUTH ON STATE ROUTE 13 FOR
 KF1080'8.5 MILES TO A WIRE GATE ON THE RIGHT, TURN SHARP RIGHT THROUGH
 KF1080'THE GATE AND FOLLOW FIELD ROAD, WESTERLY, FOR 0.75 MILE TO A WIRE
 KF1080'GATE AND THE AZIMUTH MARK AS DESCRIBED, PASS THROUGH THE GATE
 KF1080'AND CONTINUE ON THE FIELD ROAD FOR 1.2 MILES TO THE OLD SALT
 KF1080'HOUSE, DOUBLE GATES AT OLD ROAD AND THE STATION SITE.
 KF1080'
 KF1080'A 74 FOOT SIGNAL AT HUMBOLT 1889 IS V.G.
 KF1080'
 KF1080'A 4 FOOT SIGNAL AT MC DOWELL IS V.G.
 KF1080'
 KF1080'A 47 FOOT SIGNAL AT D.F.Y. IS VISIBLE AT 20 FEET.
 KF1080'
 KF1080'A 74 FOOT SIGNAL AT ERRICSSEN 1889 IS V.G.
 KF1080'
 KF1080'A 47 FOOT SIGNAL AT ROESENER IS V.G.
 KF1080'
 KF1080'A 47 FOOT SIGNAL AT ZEAN DALE 1888 IS V.G.
 KF1080'
 KF1080'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KF1080
 KF1080                          STATION RECOVERY (1970)
 KF1080
 KF1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1080'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 KF1080'DESCRIBED IN THE 1947 DESCRIPTION.  THE AZIMUTH MARK WAS
 KF1080'RECOVERED WITH SOME EROSION HAVING OCCURRED AROUND THE MARK BUT
 KF1080'APPEARED VERY SOLID AT THIS TIME.
 KF1080'
 KF1080'DUE TO A NEW ROUTE TO THE STATION, A NEW DESCRIPTION FOLLOWS-
 KF1080'
 KF1080'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF MANHATTAN, 1 MILE
 KF1080'WEST OF STATE HIGHWAY 177, 1-1/2 MILES NORTH OF INTERSTATE
 KF1080'HIGHWAY 70 ON A LONG FLAT RIDGE IN THE NE 1/4 OF SECTION 19,
 KF1080'T11S, R8E, AND ON PASTURE LAND OWNED BY THE DEWEY RANCH OF
 KF1080'MANHATTAN.
 KF1080'
 KF1080'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 177 AND
 KF1080'INTERSTATE HIGHWAY 70, WHICH IS LOCATED ABOUT 8 MILES SOUTH OF
 KF1080'MANHATTAN, GO NORTH ON STATE HIGHWAY 177 FOR 2.2 MILES TO A LOCKED
 KF1080'GATE ON THE LEFT, TURN LEFT, PASSING THROUGH THE GATE, AND GO
 KF1080'WESTERLY FOLLOWING DIM TRACK ROAD LEADING INTO A DRAW AND ACROSS
 KF1080'A PASTURE FOR 0.5 MILE TO A SMALL DITCH CONTAINING SPRING WATER.
 KF1080'CROSS THE DITCH AND CONTINUE WESTERLY UP HILL FOR 0.4 MILE TO
 KF1080'THE TOP OF THE RIDGE AND A TRAIL.  TURN LEFT AND GO SOUTHERLY
 KF1080'FOLLOWING THE TRAIL FOR 0.5 MILE.  TURN RIGHT AND GO CROSS
 KF1080'COUNTRY FOR 0.2 MILE TO A GATE IN A NORTH-SOUTH FENCELINE
 KF1080'AND THE STATION ON THE RIGHT.
 KF1080'
 KF1080'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.2 MILE
 KF1080'TO A TRAIL, TURN RIGHT AND GO SOUTHERLY CROSS COUNTRY FOR 1.0 MILE
 KF1080'TO A T FENCE CORNER.  TURN LEFT AND GO EASTERLY FOR 0.3 MILE ALONG
 KF1080'THE NORTH SIDE OF THE FENCE TO THE MARK ON THE RIGHT.
 KF1080'
 KF1080'THE STATION MARK IS A STANDARD DISK STAMPED DAVIS 1947 SET IN THE
 KF1080'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 KF1080'THE GROUND SURFACE.  IT IS 43.0 FEET NORTH OF THE NORTH GATE POST
 KF1080'OF A GATE AND 10.5 FEET EAST OF A POST WITH A WITNESS SIGN
 KF1080'ATTACHED IN A NORTH-SOUTH FENCE LINE.
 KF1080'
 KF1080'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DAVIS NO 1 1947 SET
 KF1080'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KF1080'ABOUT 2 INCHES ABOVE THE GROUND SURFACE AND IS ABOUT 1 FOOT LOWER
 KF1080'THAN THE STATION.  IT IS 73.5 FEET NORTHEAST OF THE GATE POST
 KF1080'AND 68.2 FEET EAST OF THE FENCE.
 KF1080'
 KF1080'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAVIS NO 2 1947 SET IN
 KF1080'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KF1080'ABOUT 8 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 KF1080'IT IS 56.5 FEET NORTH OF THE POST WITH THE WITNESS SIGN ATTACHED
 KF1080'AND 0.6 FOOT EAST OF THE FENCE.
 KF1080'
 KF1080'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAVIS 1947 SET IN
 KF1080'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KF1080'ABOUT 16 INCHES.  IT IS 1.0 FOOT NORTH OF AN EAST-WEST FENCELINE.
 KF1080'
 KF1080'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KF1080'
 KF1080'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES SOUTH
 KF1080'OF MANHATTAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0662 ***********************************************************************
 HF0662  DESIGNATION -  DAVIS RM 1
 HF0662  PID         -  HF0662
 HF0662  STATE/COUNTY-  KS/SUMNER
 HF0662  USGS QUAD   -  ROME (1965)
 HF0662
 HF0662                         *CURRENT SURVEY CONTROL
 HF0662  ___________________________________________________________________
 HF0662* NAD 83(1986)-  37 10 50.     (N)    097 24 13.     (W)     SCALED    
 HF0662* NAVD 88     -       377.578  (meters)    1238.77   (feet)  ADJUSTED  
 HF0662  ___________________________________________________________________
 HF0662  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HF0662  DYNAMIC HT  -         377.269 (meters)    1237.76  (feet)  COMP
 HF0662  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 HF0662
 HF0662  VERT ORDER  -  SECOND    CLASS 0
 HF0662
 HF0662.The horizontal coordinates were scaled from a topographic map and have
 HF0662.an estimated accuracy of +/- 6 seconds.
 HF0662
 HF0662.The orthometric height was determined by differential leveling
 HF0662.and adjusted by the National Geodetic Survey in June 1991..
 HF0662
 HF0662.The geoid height was determined by GEOID03.
 HF0662
 HF0662.The dynamic height is computed by dividing the NAVD 88
 HF0662.geopotential number by the normal gravity value computed on the
 HF0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0662.degrees latitude (g = 980.6199 gals.).
 HF0662
 HF0662.The modeled gravity was interpolated from observed gravity values.
 HF0662
 HF0662;                    North         East    Units  Estimated Accuracy
 HF0662;SPC KS S     -   457,610.      497,360.      MT  (+/- 180 meters Scaled)
 HF0662
 HF0662                          SUPERSEDED SURVEY CONTROL
 HF0662
 HF0662  NGVD 29 (??/??/92)  377.459  (m)         1238.38   (f) ADJ UNCH    2 0
 HF0662
 HF0662.Superseded values are not recommended for survey control.
 HF0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0662.See file dsdata.txt to determine how the superseded data were derived.
 HF0662
 HF0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG417160(NAD 83)
 HF0662_MARKER: DR = REFERENCE MARK DISK
 HF0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0662_STAMPING: DAVIS NO 1 1962
 HF0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0662+STABILITY: SURFACE MOTION
 HF0662
 HF0662  HISTORY     - Date     Condition        Report By
 HF0662  HISTORY     - 1962     MONUMENTED       CGS
 HF0662
 HF0662                          STATION DESCRIPTION
 HF0662
 HF0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0662'2.7 MI NW FROM ROME.
 HF0662'1.7 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0662'FROM THE STATION SIGN AT ROME, THENCE 0.5 MILE WEST ALONG A DIRT
 HF0662'ROAD, THENCE 0.5 MILE SOUTH ALONG U.S. HIGHWAY 81, SET ABOUT
 HF0662'0.1 MILE WEST OF THE HIGHWAY ON THE PROPERTY OF MRS. DAVIS, 60
 HF0662'FEET SOUTH OF THE SOUTHEAST CORNER OF A BUILDING WHICH IS MADE
 HF0662'FROM AN OLD BOX CAR, 56.6 FEET NORTH OF A POWER POLE WITH A METER
 HF0662'ON IT, 1.0 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 HF0662'POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0666 ***********************************************************************
 HF0666  DESIGNATION -  DAVIS RM 2
 HF0666  PID         -  HF0666
 HF0666  STATE/COUNTY-  KS/SUMNER
 HF0666  USGS QUAD   -  ROME (1965)
 HF0666
 HF0666                         *CURRENT SURVEY CONTROL
 HF0666  ___________________________________________________________________
 HF0666* NAD 83(1986)-  37 10 50.     (N)    097 24 13.     (W)     SCALED    
 HF0666* NAVD 88     -       377.420  (meters)    1238.25   (feet)  ADJUSTED  
 HF0666  ___________________________________________________________________
 HF0666  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HF0666  DYNAMIC HT  -         377.111 (meters)    1237.24  (feet)  COMP
 HF0666  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 HF0666
 HF0666  VERT ORDER  -  SECOND    CLASS 0
 HF0666
 HF0666.The horizontal coordinates were scaled from a topographic map and have
 HF0666.an estimated accuracy of +/- 6 seconds.
 HF0666
 HF0666.The orthometric height was determined by differential leveling
 HF0666.and adjusted by the National Geodetic Survey in June 1991..
 HF0666
 HF0666.The geoid height was determined by GEOID03.
 HF0666
 HF0666.The dynamic height is computed by dividing the NAVD 88
 HF0666.geopotential number by the normal gravity value computed on the
 HF0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0666.degrees latitude (g = 980.6199 gals.).
 HF0666
 HF0666.The modeled gravity was interpolated from observed gravity values.
 HF0666
 HF0666;                    North         East    Units  Estimated Accuracy
 HF0666;SPC KS S     -   457,610.      497,360.      MT  (+/- 180 meters Scaled)
 HF0666
 HF0666                          SUPERSEDED SURVEY CONTROL
 HF0666
 HF0666  NGVD 29 (??/??/92)  377.301  (m)         1237.86   (f) ADJ UNCH    2 0
 HF0666
 HF0666.Superseded values are not recommended for survey control.
 HF0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0666.See file dsdata.txt to determine how the superseded data were derived.
 HF0666
 HF0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG417160(NAD 83)
 HF0666_MARKER: DR = REFERENCE MARK DISK
 HF0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0666_STAMPING: DAVIS NO 2 1962
 HF0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0666+STABILITY: SURFACE MOTION
 HF0666
 HF0666  HISTORY     - Date     Condition        Report By
 HF0666  HISTORY     - 1962     MONUMENTED       CGS
 HF0666
 HF0666                          STATION DESCRIPTION
 HF0666
 HF0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0666'2.7 MI NW FROM ROME.
 HF0666'1.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0666'FROM THE STATION SIGN AT ROME, THENCE 0.5 MILE WEST ALONG A DIRT
 HF0666'ROAD, THENCE 0.5 MILE SOUTH ALONG U.S. HIGHWAY 81, SET ABOUT
 HF0666'0.1 MILE WEST OF THE HIGHWAY ON THE PROPERTY OF MRS. DAVIS, 80.5
 HF0666'FEET EAST OF A POWER POLE, 69 FEET WEST OF A POWER POLE WHICH IS
 HF0666'SET IN A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0666'PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0664 ***********************************************************************
 HF0664  DESIGNATION -  DAVIS RM 3
 HF0664  PID         -  HF0664
 HF0664  STATE/COUNTY-  KS/SUMNER
 HF0664  USGS QUAD   -  ROME (1965)
 HF0664
 HF0664                         *CURRENT SURVEY CONTROL
 HF0664  ___________________________________________________________________
 HF0664* NAD 83(1986)-  37 10 50.     (N)    097 24 13.     (W)     SCALED    
 HF0664* NAVD 88     -       378.65   (meters)    1242.3    (feet)  RESET     
 HF0664  ___________________________________________________________________
 HF0664  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HF0664
 HF0664  VERT ORDER  -  THIRD
 HF0664
 HF0664.The horizontal coordinates were scaled from a topographic map and have
 HF0664.an estimated accuracy of +/- 6 seconds.
 HF0664
 HF0664.The orthometric height was computed from unverified reset data.
 HF0664
 HF0664.The geoid height was determined by GEOID03.
 HF0664
 HF0664;                    North         East    Units  Estimated Accuracy
 HF0664;SPC KS S     -   457,610.      497,360.      MT  (+/- 180 meters Scaled)
 HF0664
 HF0664                          SUPERSEDED SURVEY CONTROL
 HF0664
 HF0664.No superseded survey control is available for this station.
 HF0664
 HF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG417160(NAD 83)
 HF0664_MARKER: DR = REFERENCE MARK DISK
 HF0664_SETTING: 0 = UNSPECIFIED SETTING
 HF0664_STAMPING: DAVIS NO 3 1962
 HF0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0664
 HF0664  HISTORY     - Date     Condition        Report By
 HF0664  HISTORY     - 1964     MONUMENTED       CGS
 HF0664  HISTORY     - 1966     GOOD             NGS
 HF0664
 HF0664                          STATION DESCRIPTION
 HF0664
 HF0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HF0664'2.7 MI NW FROM ROME.
 HF0664'IT IS ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 81, 29 FEET WEST
 HF0664'OF THE CENTER OF U.S. HIGHWAY 81, 2.5 FEET SOUTH OF A TELEPHONE
 HF0664'POLE, 1 FOOT NORTH OF A METAL WITNESS POST, AND THE MARK PROJECTS
 HF0664'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0665 ***********************************************************************
 HF0665  DESIGNATION -  DAVIS RM 4
 HF0665  PID         -  HF0665
 HF0665  STATE/COUNTY-  KS/SUMNER
 HF0665  USGS QUAD   -  ROME (1965)
 HF0665
 HF0665                         *CURRENT SURVEY CONTROL
 HF0665  ___________________________________________________________________
 HF0665* NAD 83(1986)-  37 10 50.     (N)    097 24 13.     (W)     SCALED    
 HF0665* NAVD 88     -       377.65   (meters)    1239.0    (feet)  RESET     
 HF0665  ___________________________________________________________________
 HF0665  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HF0665
 HF0665  VERT ORDER  -  THIRD
 HF0665
 HF0665.The horizontal coordinates were scaled from a topographic map and have
 HF0665.an estimated accuracy of +/- 6 seconds.
 HF0665
 HF0665.The orthometric height was computed from unverified reset data.
 HF0665
 HF0665.The geoid height was determined by GEOID03.
 HF0665
 HF0665;                    North         East    Units  Estimated Accuracy
 HF0665;SPC KS S     -   457,610.      497,360.      MT  (+/- 180 meters Scaled)
 HF0665
 HF0665                          SUPERSEDED SURVEY CONTROL
 HF0665
 HF0665.No superseded survey control is available for this station.
 HF0665
 HF0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG417160(NAD 83)
 HF0665_MARKER: DR = REFERENCE MARK DISK
 HF0665_SETTING: 0 = UNSPECIFIED SETTING
 HF0665_STAMPING: DAVIS NO 4 1962
 HF0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0665
 HF0665  HISTORY     - Date     Condition        Report By
 HF0665  HISTORY     - 1964     MONUMENTED       CGS
 HF0665  HISTORY     - 1966     GOOD             NGS
 HF0665
 HF0665                          STATION DESCRIPTION
 HF0665
 HF0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HF0665'2.7 MI NW FROM ROME.
 HF0665'IT IS ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 81, 29 FEET WEST OF
 HF0665'THE CENTER OF U.S. HIGHWAY 81, 3.5 FEET EAST-NORTHEAST OF A
 HF0665'TELEPHONE POLE, 3 FEET WEST-NORTHWEST OF A TELEPHONE POLE, ABOUT
 HF0665'MIDWAY BETWEEN TWO TELEPHONE POLES, AND THE MARK PROJECTS 7
 HF0665'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1131 ***********************************************************************
 HF1131  DESIGNATION -  DAY RESET
 HF1131  PID         -  HF1131
 HF1131  STATE/COUNTY-  KS/COWLEY
 HF1131  USGS QUAD   -  DEXTER SW (1962)
 HF1131
 HF1131                         *CURRENT SURVEY CONTROL
 HF1131  ___________________________________________________________________
 HF1131* NAD 83(1997)-  37 05 01.97418(N)    096 43 28.20730(W)     ADJUSTED  
 HF1131* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 HF1131  ___________________________________________________________________
 HF1131  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HF1131  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HF1131
 HF1131  HORZ ORDER  -  FIRST
 HF1131
 HF1131.The horizontal coordinates were established by classical geodetic methods
 HF1131.and adjusted by the National Geodetic Survey in October 1998..
 HF1131
 HF1131.The orthometric height was scaled from a topographic map.
 HF1131
 HF1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1131
 HF1131.The geoid height was determined by GEOID03.
 HF1131
 HF1131;                    North         East     Units Scale Factor Converg.
 HF1131;SPC KS S     -   447,808.450   557,863.191   MT  1.00004095   +1 05 27.9
 HF1131;SPC OK N     -   231,972.742   713,414.417   MT  1.00007328   +0 45 09.8
 HF1131;SPC OK N     -   761,063.90  2,340,593.80   sFT  1.00007328   +0 45 09.8
 HF1131;UTM  14      - 4,106,600.206   702,256.878   MT  1.00010396   +1 22 21.2
 HF1131
 HF1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1131!SPC KS S     -   0.99993740  x   1.00004095  =   0.99997835
 HF1131!SPC OK N     -   0.99993740  x   1.00007328  =   1.00001068
 HF1131!UTM  14      -   0.99993740  x   1.00010396  =   1.00004136
 HF1131
 HF1131|---------------------------------------------------------------------|
 HF1131| PID    Reference Object                     Distance      Geod. Az  |
 HF1131|                                                           dddmmss.s |
 HF1131| CL5026 DAY RM 1                             56.336 METERS 02506     |
 HF1131| HF1133 MICROWAVE 8 MI W CEDAR VALE         APPROX. 8.1 KM 0652216.2 |
 HF1131| CL5025 DAY AZ MK                                          1194809.6 |
 HF1131| GH1001 FORAKER MUNICIPAL TANK              APPROX.27.3 KM 1492428.3 |
 HF1131| CL5027 DAY RM 2                             33.265 METERS 23917     |
 HF1131| CL5028 DAY RM 3                             33.309 METERS 23920     |
 HF1131| HF1139 COUNTRY CHURCH SPIRE                APPROX.18.5 KM 2680128.2 |
 HF1131|---------------------------------------------------------------------|
 HF1131
 HF1131                          SUPERSEDED SURVEY CONTROL
 HF1131
 HF1131  NAD 83(1997)-  37 05 01.97270(N)    096 43 28.20360(W) AD(       ) 1
 HF1131  NAD 83(1986)-  37 05 01.98778(N)    096 43 28.19816(W) AD(       ) 1
 HF1131  NAD 27      -  37 05 01.86952(N)    096 43 27.09452(W) AD(       ) 1
 HF1131
 HF1131.Superseded values are not recommended for survey control.
 HF1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1131.See file dsdata.txt to determine how the superseded data were derived.
 HF1131
 HF1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG0225706600(NAD 83)
 HF1131_MARKER: DS = TRIANGULATION STATION DISK
 HF1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1131
 HF1131  HISTORY     - Date     Condition        Report By
 HF1131  HISTORY     - 1962     MONUMENTED       CGS
 HF1131
 HF1131                          STATION DESCRIPTION
 HF1131
 HF1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HF1131'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED IN
 HF1131'GOOD CONDITION AND AS DESCRIBED.  THE TOPS OF THE STATION
 HF1131'MARK AND REFERENCE MARK 2 HAVE BEEN BROKEN OFF FLUSH WITH
 HF1131'THE GROUND.  THE UNDERGROUND MARK WAS RECOVERED AND THE STATION
 HF1131'MARK ESTABLISHED.  REFERENCE MARK 3 WAS ESTABLISHED IN THE
 HF1131'BROKEN OFF POST THAT REFERENCE MARK 2 WAS IN.
 HF1131'
 HF1131'A COMPLETE DESCRIPTION FOLLOWS-
 HF1131'
 HF1131'THE STATION IS LOCATED 7 MILES NORTHEAST OF MAPLE CITY.  IT
 HF1131'IS ON A PROMINENT RIDGE ON PROPERTY OWNED BY MR. PAUL SAUER.
 HF1131'
 HF1131'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 166,
 HF1131'STATE HIGHWAY 15 AND COWLEY COUNTY ROUTE 11, 18 MILES EAST
 HF1131'OF ARKANSAS CITY, GO SOUTH ON COWLEY COUNTY ROUTE 11 FOR
 HF1131'1.7 MILES TO A CROSSROAD.  TO REACH THE AZIMUTH MARK CONTINUE
 HF1131'SOUTH FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, WEST,
 HF1131'SIDE OF THE ROAD.  AT THE CROSSROAD TURN RIGHT, WEST, FOR
 HF1131'0.5 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO SOUTHERLY
 HF1131'FOR 0.1 MILE TO 3 OIL TANKS ON THE RIGHT AND THE STATION ON
 HF1131'THE RIGHT, WEST, SIDE OF ROAD.
 HF1131'
 HF1131'THE STATION MARK IS A STANDARD DISK, STAMPED DAY 1935 1962,
 HF1131'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS
 HF1131'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 71 FEET WEST OF
 HF1131'THE TRACK ROAD AND 94 FEET SOUTHWEST OF SOUTH ONE OF THREE
 HF1131'OIL TANKS.
 HF1131'
 HF1131'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DAY NO 1 1935,
 HF1131'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 8
 HF1131'INCHES.  IT IS THE SAME ELEVATION AS THE STATION MARK.  THE
 HF1131'MARK IS 38 FEET WEST OF A TRACK ROAD AND 81 FEET NORTH OF THE
 HF1131'NORTH ONE OF 3 OIL TANKS.
 HF1131'
 HF1131'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DAY NO 3 1962,
 HF1131'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE SURFACE
 HF1131'OF THE GROUND.  IT IS THE SAME ELEVATION AS THE STATION MARK.
 HF1131'
 HF1131'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DAY 1935, SET
 HF1131'IN THE TOP OF A SQUARE, CONCRETE POST PROJECTING 8 INCHES.
 HF1131'IT IS 27 FEET WEST OF THE CENTERLINE OF COWLEY COUNTY ROUTE
 HF1131'11, 2 FEET WEST OF THE FENCE LINE AND OPPOSITE THE DRIVEWAY
 HF1131'OF AN ABANDONED FARM YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0051 ***********************************************************************
 JG0051  DESIGNATION -  DD 190
 JG0051  PID         -  JG0051
 JG0051  STATE/COUNTY-  KS/ELLSWORTH
 JG0051  USGS QUAD   -  HOLYROOD NE (1979)
 JG0051
 JG0051                         *CURRENT SURVEY CONTROL
 JG0051  ___________________________________________________________________
 JG0051* NAD 83(1986)-  38 44 30.     (N)    098 18 17.     (W)     SCALED    
 JG0051* NAVD 88     -       473.872  (meters)    1554.70   (feet)  ADJUSTED  
 JG0051  ___________________________________________________________________
 JG0051  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 JG0051  DYNAMIC HT  -         473.540 (meters)    1553.61  (feet)  COMP
 JG0051  MODELED GRAV-     979,912.4   (mgal)                       NAVD 88
 JG0051
 JG0051  VERT ORDER  -  FIRST     CLASS II
 JG0051
 JG0051.The horizontal coordinates were scaled from a topographic map and have
 JG0051.an estimated accuracy of +/- 6 seconds.
 JG0051
 JG0051.The orthometric height was determined by differential leveling
 JG0051.and adjusted by the National Geodetic Survey in June 1991..
 JG0051
 JG0051.The geoid height was determined by GEOID03.
 JG0051
 JG0051.The dynamic height is computed by dividing the NAVD 88
 JG0051.geopotential number by the normal gravity value computed on the
 JG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0051.degrees latitude (g = 980.6199 gals.).
 JG0051
 JG0051.The modeled gravity was interpolated from observed gravity values.
 JG0051
 JG0051;                    North         East    Units  Estimated Accuracy
 JG0051;SPC KS N     -    45,370.      373,510.      MT  (+/- 180 meters Scaled)
 JG0051
 JG0051                          SUPERSEDED SURVEY CONTROL
 JG0051
 JG0051  NGVD 29 (??/??/92)  473.717  (m)         1554.19   (f) ADJ UNCH    1 2
 JG0051
 JG0051.Superseded values are not recommended for survey control.
 JG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0051.See file dsdata.txt to determine how the superseded data were derived.
 JG0051
 JG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH604883(NAD 83)
 JG0051_MARKER: DB = BENCH MARK DISK
 JG0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0051_SP_SET: BRIDGE ABUTMENT
 JG0051_STAMPING: D D 190 1934
 JG0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0051
 JG0051  HISTORY     - Date     Condition        Report By
 JG0051  HISTORY     - 1934     MONUMENTED       CGS
 JG0051  HISTORY     - 1952     GOOD             NGS
 JG0051
 JG0051                          STATION DESCRIPTION
 JG0051
 JG0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JG0051'3.4 MI E FROM BLACK WOLF.
 JG0051'3.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0051'AT BLACK WOLF, 8.3 FEET SOUTH OF THE SOUTH RAIL, 1.0 MILE WEST
 JG0051'OF BENCH MARK D 295, SET IN THE TOP OF THE SOUTH END OF THE
 JG0051'EAST ABUTMENT OF BRIDGE 228.06.  2 1/2 POLES WEST OF MILEPOST
 JG0051'228.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0713 ***********************************************************************
 JE0713  DESIGNATION -  DD 252
 JE0713  PID         -  JE0713
 JE0713  STATE/COUNTY-  KS/MIAMI
 JE0713  USGS QUAD   -  FONTANA (1978)
 JE0713
 JE0713                         *CURRENT SURVEY CONTROL
 JE0713  ___________________________________________________________________
 JE0713* NAD 83(1986)-  38 28 04.     (N)    094 51 56.     (W)     SCALED    
 JE0713* NAVD 88     -       263.808  (meters)     865.51   (feet)  ADJUSTED  
 JE0713  ___________________________________________________________________
 JE0713  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE0713  DYNAMIC HT  -         263.623 (meters)     864.90  (feet)  COMP
 JE0713  MODELED GRAV-     979,922.6   (mgal)                       NAVD 88
 JE0713
 JE0713  VERT ORDER  -  SECOND    CLASS 0
 JE0713
 JE0713.The horizontal coordinates were scaled from a topographic map and have
 JE0713.an estimated accuracy of +/- 6 seconds.
 JE0713
 JE0713.The orthometric height was determined by differential leveling
 JE0713.and adjusted by the National Geodetic Survey in June 1991..
 JE0713
 JE0713.The geoid height was determined by GEOID03.
 JE0713
 JE0713.The dynamic height is computed by dividing the NAVD 88
 JE0713.geopotential number by the normal gravity value computed on the
 JE0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0713.degrees latitude (g = 980.6199 gals.).
 JE0713
 JE0713.The modeled gravity was interpolated from observed gravity values.
 JE0713
 JE0713;                    North         East    Units  Estimated Accuracy
 JE0713;SPC KS S     -   606,080.      717,100.      MT  (+/- 180 meters Scaled)
 JE0713
 JE0713                          SUPERSEDED SURVEY CONTROL
 JE0713
 JE0713  NGVD 29 (??/??/92)  263.658  (m)          865.02   (f) ADJ UNCH    2 0
 JE0713
 JE0713.Superseded values are not recommended for survey control.
 JE0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0713.See file dsdata.txt to determine how the superseded data were derived.
 JE0713
 JE0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC372593(NAD 83)
 JE0713_MARKER: DB = BENCH MARK DISK
 JE0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0713_SP_SET: CULVERT
 JE0713_STAMPING: D D 252 1949
 JE0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0713
 JE0713  HISTORY     - Date     Condition        Report By
 JE0713  HISTORY     - 1949     MONUMENTED       CGS
 JE0713
 JE0713                          STATION DESCRIPTION
 JE0713
 JE0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JE0713'3.4 MI NW FROM FONTANA.
 JE0713'3.45 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILROAD
 JE0713'FROM THE RAILROAD STATION AT FONTANA, AT A ROAD CROSSING, IN
 JE0713'THE SOUTH END OF THE EAST HEADWALL OF A 2 X 6 FOOT CONCRETE
 JE0713'BOX CULVERT, 80.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 JE0713'8.8 FEET EAST OF THE EAST RAIL, 2.0 FEET BELOW THE TOP OF THE
 JE0713'RAIL, 1-1/2 POLES SOUTH OF MILE POST 50-45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0799 ***********************************************************************
 KH0799  DESIGNATION -  DEAN
 KH0799  PID         -  KH0799
 KH0799  STATE/COUNTY-  KS/DECATUR
 KH0799  USGS QUAD   -  OBERLIN NE (1978)
 KH0799
 KH0799                         *CURRENT SURVEY CONTROL
 KH0799  ___________________________________________________________________
 KH0799* NAD 83(1997)-  39 54 02.61727(N)    100 34 05.15446(W)     ADJUSTED  
 KH0799* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 KH0799  ___________________________________________________________________
 KH0799  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 KH0799  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 KH0799
 KH0799  HORZ ORDER  -  THIRD
 KH0799
 KH0799.The horizontal coordinates were established by classical geodetic methods
 KH0799.and adjusted by the National Geodetic Survey in October 1998..
 KH0799
 KH0799.The orthometric height was scaled from a topographic map.
 KH0799
 KH0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0799
 KH0799.The geoid height was determined by GEOID03.
 KH0799
 KH0799;                    North         East     Units Scale Factor Converg.
 KH0799;SPC KS N     -   177,120.806   180,407.715   MT  1.00002115   -1 37 29.5
 KH0799;SPC NE       -     7,642.949   451,415.802   MT  1.00004632   -0 22 35.3
 KH0799;UTM  14      - 4,417,915.812   365,950.952   MT  0.99982122   -1 00 21.7
 KH0799
 KH0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0799!SPC KS N     -   0.99986888  x   1.00002115  =   0.99989003
 KH0799!SPC NE       -   0.99986888  x   1.00004632  =   0.99991519
 KH0799!UTM  14      -   0.99986888  x   0.99982122  =   0.99969012
 KH0799
 KH0799|---------------------------------------------------------------------|
 KH0799| PID    Reference Object                     Distance      Geod. Az  |
 KH0799|                                                           dddmmss.s |
 KH0799| CN9140 DEAN RM 1                            10.932 METERS 09045     |
 KH0799| CN9139 DEAN AZ MK                                         0925105.5 |
 KH0799| KH0802 OBERLIN MUNICIPAL STANDPIPE         APPROX. 8.9 KM 1583543.8 |
 KH0799| CN9141 DEAN RM 2                            18.473 METERS 18009     |
 KH0799|---------------------------------------------------------------------|
 KH0799
 KH0799                          SUPERSEDED SURVEY CONTROL
 KH0799
 KH0799  NAD 83(1997)-  39 54 02.61795(N)    100 34 05.15526(W) AD(       ) 3
 KH0799  NAD 83(1986)-  39 54 02.62177(N)    100 34 05.15783(W) AD(       ) 3
 KH0799  NAD 27      -  39 54 02.60300(N)    100 34 03.63600(W) AD(       ) 3
 KH0799
 KH0799.Superseded values are not recommended for survey control.
 KH0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0799.See file dsdata.txt to determine how the superseded data were derived.
 KH0799
 KH0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK6595117916(NAD 83)
 KH0799_MARKER: DS = TRIANGULATION STATION DISK
 KH0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0799
 KH0799  HISTORY     - Date     Condition        Report By
 KH0799  HISTORY     - 1951     MONUMENTED       CGS
 KH0799
 KH0799                          STATION DESCRIPTION
 KH0799
 KH0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0799'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF OBERLIN,
 KH0799'28 FEET NORTH FROM THE CENTER OF AN EAST-WEST DIRT ROAD,
 KH0799'8 FEET WEST FROM A TELEPHONE POLE, 5 FEET WEST FROM A WITNESS
 KH0799'POST AND 2 FEET SOUTH FROM AN EAST-WEST FENCE LINE.  IT IS
 KH0799'STAMPED DEAN 1951 AND PROJECTS 2 INCHES.
 KH0799'
 KH0799'REFERENCE MARK NO. 1 IS 29 FEET NORTH FROM THE CENTER OF AN
 KH0799'EAST-WEST DIRT ROAD AND 1 FOOT SOUTH FROM AN EAST-WEST FENCE
 KH0799'LINE.  IT IS STAMPED DEAN NO 1 1951 AND PROJECTS 4 INCHES.
 KH0799'
 KH0799'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE AND
 KH0799'IS 25 FEET SOUTH FROM THE CENTER OF AN EAST-WEST DIRT ROAD.
 KH0799'IT IS STAMPED DEAN NO 2 1951 AND PROJECTS 2 INCHES.
 KH0799'
 KH0799'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0799'NO. 2 IS 70.1 FEET.
 KH0799'
 KH0799'THE AZIMUTH MARK IS SET IN THE NORTHWEST CORNER OF A CULTIVATED
 KH0799'FIELD, 33 FEET SOUTH FROM THE CENTER OF AN EAST-WEST DIRT
 KH0799'ROAD, 9 FEET EAST-SOUTHEAST OF A T FENCE CORNER, 2 FEET
 KH0799'SOUTH OF AN EAST-WEST FENCE AND 1.5 FEET NORTH OF A WITNESS
 KH0799'POST.  IT IS STAMPED DEAN 1951 AND PROJECTS 2 INCHES.
 KH0799'
 KH0799'TO REACH THE STATION FROM THE POST OFFICE IN OBERLIN, GO
 KH0799'NORTH FOR 0.6 MILE TO U.S. HIGHWAY 36, TURN LEFT AND GO WEST
 KH0799'ON U.S. HIGHWAY 36 FOR 0.2 MILE TO U.S. HIGHWAY 83, TURN RIGHT
 KH0799'AND GO NORTH ON U.S. HIGHWAY 83 FOR 5.0 MILES TO A CROSSROAD.
 KH0799'TURN LEFT AND GO WEST ON A DIRT ROAD FOR 1.2 MILES TO THE
 KH0799'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE WEST FOR 0.6
 KH0799'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1261 ***********************************************************************
 KE1261  DESIGNATION -  DECKER
 KE1261  PID         -  KE1261
 KE1261  STATE/COUNTY-  KS/JACKSON
 KE1261  USGS QUAD   -  SOLDIER CREEK NE (1960)
 KE1261
 KE1261                         *CURRENT SURVEY CONTROL
 KE1261  ___________________________________________________________________
 KE1261* NAD 83(1997)-  39 24 56.29810(N)    095 50 56.23660(W)     ADJUSTED  
 KE1261* NAVD 88     -       405.     (meters)    1329.     (feet)  SCALED    
 KE1261  ___________________________________________________________________
 KE1261  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 KE1261  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 KE1261
 KE1261  HORZ ORDER  -  FIRST
 KE1261
 KE1261.The horizontal coordinates were established by classical geodetic methods
 KE1261.and adjusted by the National Geodetic Survey in October 1998..
 KE1261
 KE1261.The orthometric height was scaled from a topographic map.
 KE1261
 KE1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1261
 KE1261.The geoid height was determined by GEOID03.
 KE1261
 KE1261;                    North         East     Units Scale Factor Converg.
 KE1261;SPC KS N     -   122,349.113   585,217.588   MT  0.99996098   +1 21 39.6
 KE1261;UTM  15      - 4,366,775.551   254,734.053   MT  1.00034072   -1 48 35.4
 KE1261
 KE1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1261!SPC KS N     -   0.99994127  x   0.99996098  =   0.99990226
 KE1261!UTM  15      -   0.99994127  x   1.00034072  =   1.00028197
 KE1261
 KE1261|---------------------------------------------------------------------|
 KE1261| PID    Reference Object                     Distance      Geod. Az  |
 KE1261|                                                           dddmmss.s |
 KE1261| CL6358 DECKER RM 1                          35.037 METERS 01903     |
 KE1261| CL6357 DECKER AZ MK                                       0502849.3 |
 KE1261| KE1210 HOLTON MUNICIPAL STANDPIPE          APPROX.10.2 KM 0562736.6 |
 KE1261| KE1211 HOLTON COOP ELEVATOR                APPROX.11.8 KM 0614712.2 |
 KE1261| CL6359 DECKER RM 2                          38.054 METERS 07201     |
 KE1261| KE1208 MAYETTA MUNICIPAL TANK              APPROX.13.8 KM 1284137.7 |
 KE1261|---------------------------------------------------------------------|
 KE1261
 KE1261                          SUPERSEDED SURVEY CONTROL
 KE1261
 KE1261  NAD 83(1997)-  39 24 56.30454(N)    095 50 56.23356(W) AD(       ) 1
 KE1261  NAD 83(1986)-  39 24 56.30466(N)    095 50 56.23263(W) AD(       ) 1
 KE1261  NAD 27      -  39 24 56.32200(N)    095 50 55.28200(W) AD(       ) 1
 KE1261
 KE1261.Superseded values are not recommended for survey control.
 KE1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1261.See file dsdata.txt to determine how the superseded data were derived.
 KE1261
 KE1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD5473466776(NAD 83)
 KE1261_MARKER: DS = TRIANGULATION STATION DISK
 KE1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1261_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1261
 KE1261  HISTORY     - Date     Condition        Report By
 KE1261  HISTORY     - 1934     MONUMENTED       CGS
 KE1261  HISTORY     - 1950     GOOD             CGS
 KE1261  HISTORY     - 1960     GOOD             CGS
 KE1261
 KE1261                          STATION DESCRIPTION
 KE1261
 KE1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KE1261'STATION IS ABOUT 9 MILES WEST AND SOUTH OF HOLTON, 12 MILES
 KE1261'NORTH AND WEST OF MAYETTA, IN THE SOUTHWEST QUARTER OF SEC. 27,
 KE1261'T. 7 S., R. 14 E., ON LAND OWNED BY MR. DUNN OF HOLTON AND
 KE1261'OCCUPIED BY A. DECKER.  MARK, NOTE 1B, IS SET IN THE SOUTHWEST
 KE1261'CORNER OF PASTURE LOT WHICH ADJOINS THE DECKER FARMHOUSE
 KE1261'AND IS 23 FEET NORTHEAST OF FENCE CORNER SEPARATING THEM
 KE1261'AND 30 FEET EAST OF CENTERLINE OF DIRT COUNTY ROAD.
 KE1261'
 KE1261'REACHED FROM MAYETTA BY GOING NORTH ON U.S. HIGHWAY 75 FOR 5.2
 KE1261'MILES TO WHITE SCHOOLHOUSE WITH BELL TOWER ON RIGHT, THENCE
 KE1261'WEST 6.0 MILES ON DIRT ROAD TO DIRT CROSSROADS, THENCE NORTH
 KE1261'0.7 MILE TO STATION.
 KE1261'
 KE1261'REFERENCE NO. 1 IS 35.035 METERS (114.95 FEET)
 KE1261'NORTH OF STATION, 35 FEET EAST OF EAST RIGHT-OF-WAY FENCE
 KE1261'OF COUNTY ROAD.
 KE1261'
 KE1261'REFERENCE MARK NO. 2 IS 38.055 METERS (124.84 FEET)
 KE1261'EAST-NORTHEAST OF STATION, 64 FEET NORTHWEST OF FENCE CORNER.
 KE1261'DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 KE1261'IS 108.84 FEET.
 KE1261'
 KE1261'AZIMUTH MARK IS 0.6 MILE, AIRLINE, NORTHEAST OF
 KE1261'STATION.  REACHED FROM STATION BY GOING NORTH 0.4 MILE TO
 KE1261'ROAD LEADING EAST, THENCE EAST 0.5 MILE TO GATE AND MARK ON SOUTH
 KE1261'SIDE OF ROAD, 18 FEET SOUTH OF CENTERLINE OF ROAD, IN A FENCE
 KE1261'LINE, 3 FEET EAST OF GATE.
 KE1261'
 KE1261'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KE1261
 KE1261                          STATION RECOVERY (1950)
 KE1261
 KE1261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KE1261'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 KE1261'AND FOUND IN GOOD CONDITION.  ADDITIONAL REFERENCE MEASURMENTS
 KE1261'WERE MADE, ALSO SOME CORRECTIONS.  A COMPLETE NEW DESCRIPTION
 KE1261'FOLLOWS.
 KE1261'
 KE1261'STATION IS LOCATED ABOUT 12 MILES NORTH AND WEST OF MAYETTA
 KE1261'AND 9 MILES SOUTH AND WEST OF HOLTON IN THE SOUTHWEST 1/4
 KE1261'OF SEC. 27, T. 7 S., R. 14 E. ON LAND OWNED AND OCCUPIED BY
 KE1261'MR. M.C. BARROWS.  IT IS IN THE SOUTHWEST CORNER OF PASTURE
 KE1261'LOT WHICH ADJOINS THE BARROWS FARMHOUSE, 48 FEET NORTH-NORTHEAST
 KE1261'OF FENCE T-INTERSECTION, 34 FEET EAST OF THE CENTERLINE OF
 KE1261'ROAD AND 15 FEET EAST OF FENCE.  THE MARK PROJECTS 4 INCHES
 KE1261'AND THE DISC IS STAMPED DECKER 1934.
 KE1261'
 KE1261'REFERENCE MARK NO. 1 IS 35.035 METERS (114.95 FEET) NORTH
 KE1261'OF THE STATION, 73 FEET SOUTH OF FENCE AND 52 FEET EAST OF
 KE1261'THE EAST RIGHT-OF-WAY OF ROAD.  THE MARK IS FLUSH WITH SURFACE
 KE1261'OF THE GROUND AND THE DISC IS STAMPED DECKER NO 1 1934.
 KE1261'
 KE1261'REFERENCE MARK NO. 2 IS 38.055 METERS (124.84 FEET) EAST-NORTHEAST
 KE1261'OF THE STATION, 134 FEET EAST OF EAST RIGHT-OF-WAY FENCE OF ROAD
 KE1261'AND 92 FEET NORTH-NORTHWEST OF A NORTHEAST FENCE CORNER.  THE
 KE1261'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISC
 KE1261'IS STAMPED DECKER NO 2 1934.
 KE1261'
 KE1261'THE AZIMUTH MARK IS 0.6 MILE, AIRLINE, NORTHEAST OF THE
 KE1261'STATION, 18 FEET SOUTH OF THE CENTERLINE OF ROAD, 3 FEET
 KE1261'EAST OF GATE AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 KE1261'4 INCHES AND THE DISC IS STAMPED DECKER AZIMUTH 1934.
 KE1261'
 KE1261'TO REACH THE STATION FROM MAYETTA, GO NORTH ON U.S. HIGHWAY
 KE1261'75 FOR 5.2 MILES TO WHITE SCHOOLHOUSE WITH BELL TOWER ON THE RIGHT.
 KE1261'TURN LEFT AND GO WEST ON DIRT ROAD FOR 6.0 MILES TO CROSSROADS.
 KE1261'TURN RIGHT AND GO NORTH FOR 0.7 MILE TO THE STATION ON THE
 KE1261'RIGHT.
 KE1261'
 KE1261'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.35
 KE1261'MILE.  TURN RIGHT AND GO EAST FOR 0.5 MILE TO THE AZIMUTH
 KE1261'MARK ON THE SOUTH SIDE OF THE ROAD.
 KE1261
 KE1261                          STATION RECOVERY (1960)
 KE1261
 KE1261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1261'THE STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND
 KE1261'IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0142 ***********************************************************************
 KF0142  CBN         -  This is a Cooperative Base Network Control Station.
 KF0142  DESIGNATION -  DEEP
 KF0142  PID         -  KF0142
 KF0142  STATE/COUNTY-  KS/RILEY
 KF0142  USGS QUAD   -  WAMEGO SW (1978)
 KF0142
 KF0142                         *CURRENT SURVEY CONTROL
 KF0142  ___________________________________________________________________
 KF0142* NAD 83(1997)-  39 04 10.13618(N)    096 29 08.18539(W)     ADJUSTED  
 KF0142* NAVD 88     -       389.063  (meters)    1276.45   (feet)  ADJUSTED  
 KF0142  ___________________________________________________________________
 KF0142  X           -    -560,108.548 (meters)                     COMP
 KF0142  Y           -  -4,927,013.375 (meters)                     COMP
 KF0142  Z           -   3,998,534.977 (meters)                     COMP
 KF0142  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 KF0142  ELLIP HEIGHT-         359.00  (meters)          (08/16/04) GPS OBS
 KF0142  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 KF0142  DYNAMIC HT  -         388.799 (meters)    1275.58  (feet)  COMP
 KF0142  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 KF0142
 KF0142  HORZ ORDER  -  B
 KF0142  VERT ORDER  -  SECOND    CLASS 0
 KF0142  ELLP ORDER  -  FOURTH    CLASS II
 KF0142
 KF0142.The horizontal coordinates were established by GPS observations
 KF0142.and adjusted by the National Geodetic Survey in December 1997..
 KF0142
 KF0142.The orthometric height was determined by differential leveling
 KF0142.and adjusted by the National Geodetic Survey in June 1991..
 KF0142
 KF0142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0142
 KF0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0142
 KF0142.The ellipsoidal height was determined by GPS observations
 KF0142.and is referenced to NAD 83.
 KF0142
 KF0142.The geoid height was determined by GEOID03.
 KF0142
 KF0142.The dynamic height is computed by dividing the NAVD 88
 KF0142.geopotential number by the normal gravity value computed on the
 KF0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0142.degrees latitude (g = 980.6199 gals.).
 KF0142
 KF0142.The modeled gravity was interpolated from observed gravity values.
 KF0142
 KF0142;                    North         East     Units Scale Factor Converg.
 KF0142;SPC KS N     -    82,816.300   531,046.901   MT  0.99996183   +0 57 29.4
 KF0142;UTM  14      - 4,327,496.484   717,527.094   MT  1.00018268   +1 35 07.3
 KF0142
 KF0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0142!SPC KS N     -   0.99994368  x   0.99996183  =   0.99990551
 KF0142!UTM  14      -   0.99994368  x   1.00018268  =   1.00012635
 KF0142
 KF0142|---------------------------------------------------------------------|
 KF0142| PID    Reference Object                     Distance      Geod. Az  |
 KF0142|                                                           dddmmss.s |
 KF0142| KF0144 DEEP RM 1                             8.131 METERS 07239     |
 KF0142| KF0143 DEEP RM 2                             7.398 METERS 12505     |
 KF0142| KF0138 EAST                                APPROX. 2.2 KM 2545156.2 |
 KF0142|---------------------------------------------------------------------|
 KF0142
 KF0142                          SUPERSEDED SURVEY CONTROL
 KF0142
 KF0142  ELLIP H (12/22/97)  359.01   (m)                       GP(       ) 4 1
 KF0142  NAD 83(1986)-  39 04 10.14242(N)    096 29 08.18275(W) AD(       ) 2
 KF0142  NAD 27      -  39 04 10.15271(N)    096 29 07.17798(W) AD(       ) 2
 KF0142  NAVD 88 (12/22/97)  389.06   (m)         1276.4    (f) LEVELING    3  
 KF0142  NGVD 29 (??/??/92)  388.925  (m)         1276.00   (f) ADJ UNCH    2 0
 KF0142
 KF0142.Superseded values are not recommended for survey control.
 KF0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0142.See file dsdata.txt to determine how the superseded data were derived.
 KF0142
 KF0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1752727496(NAD 83)
 KF0142_MARKER: DE = TRAVERSE STATION DISK
 KF0142_SETTING: 66 = SET IN ROCK OUTCROP
 KF0142_SP_SET: ROCK LEDGE
 KF0142_STAMPING: DEEP 1970
 KF0142_MARK LOGO: CGS   
 KF0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0142+STABILITY: POSITION/ELEVATION WELL
 KF0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0142+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1997
 KF0142
 KF0142  HISTORY     - Date     Condition        Report By
 KF0142  HISTORY     - 1970     MONUMENTED       NGS
 KF0142  HISTORY     - 1970     GOOD             NGS
 KF0142  HISTORY     - 19970306 GOOD             NGS
 KF0142
 KF0142                          STATION DESCRIPTION
 KF0142
 KF0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0142'THE STATION IS LOCATED ABOUT 18 MILES EAST-NORTHEAST OF JUNCTION
 KF0142'CITY, 9 MILES SOUTH-SOUTHEAST OF MANHATTAN, ON A CUT-BANK ON THE
 KF0142'NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70, IN THE NE 1/4
 KF0142'SECTION 26, T11S, R8E.
 KF0142'
 KF0142'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY
 KF0142'70 AND STATE HIGHWAY 177, WHICH IS ABOUT 8 MILES SOUTH-SOUTHEAST
 KF0142'OF MANHATTAN GO EAST ON INTERSTATE 70 FOR 2.25 MILES TO THE
 KF0142'DEEP CREEK BRIDGE, CONTINUE EAST ON INTERSTATE 70 FOR 0.75 MILE
 KF0142'TO A CUT-BANK AND THE STATION ON THE NORTH SIDE OF THE HIGHWAY.
 KF0142'
 KF0142'THE STATION MARK, A STANDARD TRAVERSE DISK STAMPED DEEP 1970,
 KF0142'IS CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE
 KF0142'GROUND SURFACE.  IT IS 28 FEET SOUTH OF A BARBED WIRE FENCE AND
 KF0142'19 FEET NORTH OF THE EDGE OF THE CUT-BANK.
 KF0142'
 KF0142'REFERENCE MARK 1, A STANDARD DISK STAMPED DEEP NO 1 1970, IS
 KF0142'CEMENTED IN A DRILL HOLE IN A LARGE OUTCROP WHICH IS FLUSH WITH
 KF0142'THE TERRAIN.  IT IS 25.0 FEET SOUTH OF THE FENCE AND 22 FEET
 KF0142'NORTH OF THE EDGE OF THE CUTBANK.
 KF0142'
 KF0142'REFERENCE MARK 2, A STANDARD DISK STAMPED DEEP NO 2 1970, IS
 KF0142'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE
 KF0142'TERRAIN.  IT IS 42.3 FEET SOUTH OF THE FENCE AND 4 FEET NORTH
 KF0142'OF THE EDGE OF THE CUT-BANK.
 KF0142'
 KF0142'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 KF0142
 KF0142                          STATION RECOVERY (1970)
 KF0142
 KF0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0142'10.6 MI W FROM ALMA.
 KF0142'ABOUT 10.6 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0142'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.7 MILE EAST
 KF0142'OF THE EAST END OF THE HIGHWAY OVERPASS FOR DEEP CREEK ROAD,
 KF0142'87 FEET NORTH (SLOPE MEASUREMENT) OF THE CENTER LINE OF THE
 KF0142'NORTH LANES OF THE HIGHWAY, SET IN THE TOP OF A ROCK LEDGE
 KF0142'ON A ROCK CUT FOR THE HIGHWAY, 27.7 FEET SOUTH OF A METAL BRACE
 KF0142'POLE IN A FENCE, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KF0142'SECTION 26, T 11S, R 8E
 KF0142
 KF0142                          STATION RECOVERY (1997)
 KF0142
 KF0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KF0142'THE STATION IS LOCATED ABOUT 29.0 KM (18.00 MI) EAST-NORTHEAST OF
 KF0142'JUNCTION CITY, 14.5 KM (9.00 MI) SOUTH-SOUTHEAST OF MANHATTAN, ATOP A
 KF0142'HIGH CUT BANK ON THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70, AND
 KF0142'IN THE NORTHEAST PORTION OF SECTION 26, T 11 S, R 8 E.
 KF0142'OWNERSHIP--KANSAS DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 KF0142'FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 177
 KF0142'(EXIT 313), GO EAST ON INTERSTATE HIGHWAY 70 FOR 3.62 KM (2.25 MI) TO
 KF0142'THE EAST END OF THE DEEP CREEK HIGHWAY BRIDGE.  CONTINUE EAST ON
 KF0142'INTERSTATE HIGHWAY 70 FOR 1.13 KM (0.70 MI) TO THE STATION ON THE
 KF0142'LEFT, ATOP THE CUT BANK ON NORTH SIDE OF HIGHWAY.  ALSO, STATION IS
 KF0142'0.40 KM (0.25 MI) WEST FROM HIGHWAY MILE MARKER 317.  THE STATION IS A
 KF0142'STANDARD NGS DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP FLUSH
 KF0142'WITH GROUND.  LOCATED 8.53 M (27.99 FT) SOUTH FROM A FIBERGLASS
 KF0142'WITNESS POST SET IN THE EAST-WEST RIGHT-OF-WAY FENCE LINE AND 5.79 M
 KF0142'(19.00 FT) NORTH FROM THE EDGE OF THE CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0144 ***********************************************************************
 KF0144  DESIGNATION -  DEEP RM 1
 KF0144  PID         -  KF0144
 KF0144  STATE/COUNTY-  KS/RILEY
 KF0144  USGS QUAD   -  WAMEGO SW (1978)
 KF0144
 KF0144                         *CURRENT SURVEY CONTROL
 KF0144  ___________________________________________________________________
 KF0144* NAD 83(1986)-  39 04 10.     (N)    096 29 08.     (W)     SCALED    
 KF0144* NAVD 88     -       388.749  (meters)    1275.42   (feet)  ADJUSTED  
 KF0144  ___________________________________________________________________
 KF0144  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 KF0144  DYNAMIC HT  -         388.484 (meters)    1274.55  (feet)  COMP
 KF0144  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 KF0144
 KF0144  VERT ORDER  -  SECOND    CLASS 0
 KF0144
 KF0144.The horizontal coordinates were scaled from a topographic map and have
 KF0144.an estimated accuracy of +/- 6 seconds.
 KF0144
 KF0144.The orthometric height was determined by differential leveling
 KF0144.and adjusted by the National Geodetic Survey in June 1991..
 KF0144
 KF0144.The geoid height was determined by GEOID03.
 KF0144
 KF0144.The dynamic height is computed by dividing the NAVD 88
 KF0144.geopotential number by the normal gravity value computed on the
 KF0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0144.degrees latitude (g = 980.6199 gals.).
 KF0144
 KF0144.The modeled gravity was interpolated from observed gravity values.
 KF0144
 KF0144;                    North         East    Units  Estimated Accuracy
 KF0144;SPC KS N     -    82,810.      531,050.      MT  (+/- 180 meters Scaled)
 KF0144
 KF0144                          SUPERSEDED SURVEY CONTROL
 KF0144
 KF0144  NGVD 29 (??/??/92)  388.610  (m)         1274.96   (f) ADJ UNCH    2 0
 KF0144
 KF0144.Superseded values are not recommended for survey control.
 KF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0144.See file dsdata.txt to determine how the superseded data were derived.
 KF0144
 KF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ175274(NAD 83)
 KF0144_MARKER: DR = REFERENCE MARK DISK
 KF0144_SETTING: 66 = SET IN ROCK OUTCROP
 KF0144_SP_SET: ROCK LEDGE
 KF0144_STAMPING: DEEP NO 1 1970
 KF0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0144+STABILITY: POSITION/ELEVATION WELL
 KF0144
 KF0144  HISTORY     - Date     Condition        Report By
 KF0144  HISTORY     - 1970     MONUMENTED       NGS
 KF0144
 KF0144                          STATION DESCRIPTION
 KF0144
 KF0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0144'10.6 MI W FROM ALMA.
 KF0144'ABOUT 10.6 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0144'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.7 MILE EAST
 KF0144'OF THE EAST END OF THE HIGHWAY OVERPASS FOR DEEP CREEK ROAD,
 KF0144'94 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 KF0144'HIGHWAY (SLOPE MEASUREMENT), 30.9 FEET SOUTHEAST OF A METAL BRACE
 KF0144'POLE IN A FENCE, 21.3 FEET SOUTH OF THE FENCE, SET IN THE TOP
 KF0144'OF A ROCK LEDGE ON A ROCK CUT FOR THE HIGHWAY, 26.70 FEET
 KF0144'EAST-NORTHEAST OF THE STATION MARK, 22.60 FEET NORTH OF DEEP
 KF0144'RM 2, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KF0144'SECTION 26, T 11S, R 8E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0143 ***********************************************************************
 KF0143  DESIGNATION -  DEEP RM 2
 KF0143  PID         -  KF0143
 KF0143  STATE/COUNTY-  KS/RILEY
 KF0143  USGS QUAD   -  WAMEGO SW (1978)
 KF0143
 KF0143                         *CURRENT SURVEY CONTROL
 KF0143  ___________________________________________________________________
 KF0143* NAD 83(1986)-  39 04 10.     (N)    096 29 08.     (W)     SCALED    
 KF0143* NAVD 88     -       388.729  (meters)    1275.36   (feet)  ADJUSTED  
 KF0143  ___________________________________________________________________
 KF0143  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 KF0143  DYNAMIC HT  -         388.465 (meters)    1274.49  (feet)  COMP
 KF0143  MODELED GRAV-     979,936.7   (mgal)                       NAVD 88
 KF0143
 KF0143  VERT ORDER  -  SECOND    CLASS 0
 KF0143
 KF0143.The horizontal coordinates were scaled from a topographic map and have
 KF0143.an estimated accuracy of +/- 6 seconds.
 KF0143
 KF0143.The orthometric height was determined by differential leveling
 KF0143.and adjusted by the National Geodetic Survey in June 1991..
 KF0143
 KF0143.The geoid height was determined by GEOID03.
 KF0143
 KF0143.The dynamic height is computed by dividing the NAVD 88
 KF0143.geopotential number by the normal gravity value computed on the
 KF0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0143.degrees latitude (g = 980.6199 gals.).
 KF0143
 KF0143.The modeled gravity was interpolated from observed gravity values.
 KF0143
 KF0143;                    North         East    Units  Estimated Accuracy
 KF0143;SPC KS N     -    82,810.      531,050.      MT  (+/- 180 meters Scaled)
 KF0143
 KF0143                          SUPERSEDED SURVEY CONTROL
 KF0143
 KF0143  NGVD 29 (??/??/92)  388.591  (m)         1274.90   (f) ADJ UNCH    2 0
 KF0143
 KF0143.Superseded values are not recommended for survey control.
 KF0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0143.See file dsdata.txt to determine how the superseded data were derived.
 KF0143
 KF0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ175274(NAD 83)
 KF0143_MARKER: DR = REFERENCE MARK DISK
 KF0143_SETTING: 66 = SET IN ROCK OUTCROP
 KF0143_SP_SET: ROCK LEDGE
 KF0143_STAMPING: DEEP NO 2 1970
 KF0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0143+STABILITY: POSITION/ELEVATION WELL
 KF0143
 KF0143  HISTORY     - Date     Condition        Report By
 KF0143  HISTORY     - 1970     MONUMENTED       NGS
 KF0143
 KF0143                          STATION DESCRIPTION
 KF0143
 KF0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0143'10.6 MI W FROM ALMA.
 KF0143'ABOUT 10.6 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0143'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.7 MILE EAST
 KF0143'OF THE EAST END OF THE HIGHWAY OVERPASS FOR DEEP CREEK ROAD,
 KF0143'71 1/2 FEET NORTH (SLOPE MEASUREMENT) OF THE CENTER LINE OF
 KF0143'THE NORTH LANES OF THE HIGHWAY, SET IN THE TOP OF A ROCK LEDGE
 KF0143'IN A ROCK CUT FOR THE HIGHWAY, 24.30 FEET SOUTHEAST OF THE STATION
 KF0143'MARK, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION
 KF0143'26, T 11S, R 8E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0023 ***********************************************************************
 HG0023  DESIGNATION -  DEER
 HG0023  PID         -  HG0023
 HG0023  STATE/COUNTY-  KS/KINGMAN
 HG0023  USGS QUAD   -  KINGMAN (1983)
 HG0023
 HG0023                         *CURRENT SURVEY CONTROL
 HG0023  ___________________________________________________________________
 HG0023* NAD 83(1997)-  37 41 56.16336(N)    098 03 47.60126(W)     ADJUSTED  
 HG0023* NAVD 88     -       481.596  (meters)    1580.04   (feet)  ADJUSTED  
 HG0023  ___________________________________________________________________
 HG0023  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 HG0023  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HG0023  DYNAMIC HT  -         481.206 (meters)    1578.76  (feet)  COMP
 HG0023  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 HG0023
 HG0023  HORZ ORDER  -  SECOND
 HG0023  VERT ORDER  -  SECOND    CLASS 0
 HG0023
 HG0023.The horizontal coordinates were established by classical geodetic methods
 HG0023.and adjusted by the National Geodetic Survey in October 1998..
 HG0023
 HG0023.The orthometric height was determined by differential leveling
 HG0023.and adjusted by the National Geodetic Survey in June 1991..
 HG0023
 HG0023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0023
 HG0023.The geoid height was determined by GEOID03.
 HG0023
 HG0023.The dynamic height is computed by dividing the NAVD 88
 HG0023.geopotential number by the normal gravity value computed on the
 HG0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0023.degrees latitude (g = 980.6199 gals.).
 HG0023
 HG0023.The modeled gravity was interpolated from observed gravity values.
 HG0023
 HG0023;                    North         East     Units Scale Factor Converg.
 HG0023;SPC KS S     -   514,655.931   438,517.212   MT  0.99994317   +0 16 06.3
 HG0023;UTM  14      - 4,172,824.864   582,582.594   MT  0.99968400   +0 34 22.4
 HG0023
 HG0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0023!SPC KS S     -   0.99992886  x   0.99994317  =   0.99987203
 HG0023!UTM  14      -   0.99992886  x   0.99968400  =   0.99961288
 HG0023
 HG0023:                Primary Azimuth Mark                     Grid Az
 HG0023:SPC KS S     -  PRETTY PRAIRIE MUNICIPAL TANK            022 58 34.5
 HG0023:UTM  14      -  PRETTY PRAIRIE MUNICIPAL TANK            022 40 18.4
 HG0023
 HG0023|---------------------------------------------------------------------|
 HG0023| PID    Reference Object                     Distance      Geod. Az  |
 HG0023|                                                           dddmmss.s |
 HG0023| HG0795 PRETTY PRAIRIE MUNICIPAL TANK       APPROX. 9.7 KM 0231440.8 |
 HG0023| HG0802 VARNER COLLINGWOOD ELEVATOR         APPROX. 3.2 KM 0484929.1 |
 HG0023| HG0020 FRANK                               APPROX. 1.0 KM 1793115.8 |
 HG0023| HG0022 DEER RM 1                            19.154 METERS 18432     |
 HG0023| HG0804 KINGMAN MUNICIPAL TANK              APPROX. 6.1 KM 2265021.7 |
 HG0023| HG0024 DEER RM 2                            18.745 METERS 35609     |
 HG0023|---------------------------------------------------------------------|
 HG0023
 HG0023                          SUPERSEDED SURVEY CONTROL
 HG0023
 HG0023  NAD 83(1997)-  37 41 56.17010(N)    098 03 47.60365(W) AD(       ) 2
 HG0023  NAD 83(1986)-  37 41 56.17140(N)    098 03 47.60055(W) AD(       ) 2
 HG0023  NAD 27      -  37 41 56.12118(N)    098 03 46.38642(W) AD(       ) 2
 HG0023  NGVD 29 (??/??/92)  481.413  (m)         1579.44   (f) ADJ UNCH    2 0
 HG0023
 HG0023.Superseded values are not recommended for survey control.
 HG0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0023.See file dsdata.txt to determine how the superseded data were derived.
 HG0023
 HG0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8258372825(NAD 83)
 HG0023_MARKER: DS = TRIANGULATION STATION DISK
 HG0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0023_SP_SET: CONCRETE POST
 HG0023_STAMPING: DEER 1962
 HG0023_MARK LOGO: CGS   
 HG0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0023+STABILITY: SURFACE MOTION
 HG0023
 HG0023  HISTORY     - Date     Condition        Report By
 HG0023  HISTORY     - 1962     MONUMENTED       CGS
 HG0023  HISTORY     - 1962     GOOD             CGS
 HG0023  HISTORY     - 1986     GOOD             NGS
 HG0023
 HG0023                          STATION DESCRIPTION
 HG0023
 HG0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HG0023'THE STATION IS ON THE TOP OF A LOW HILL APPROXIMATELY 5-3/4 MILES
 HG0023'SOUTHWEST OF PRETTY PRAIRIE, 5.0 MILES NORTHEAST OF KINGMAN,
 HG0023'2-1/2 MILES NORTH OF U.S. HIGHWAY 54, ON THE EAST SIDE OF A GRADED
 HG0023'ROAD AND ON PROPERTY OWNED BY MR. DEE SMITH.
 HG0023'
 HG0023'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 HG0023'STATE HIGHWAY 14, IN KINGMAN, GO EASTERLY ON HIGHWAY 54 FOR 3.0
 HG0023'MILES TO A SIDE ROAD ON THE LEFT AND A FIELD ROAD ON THE RIGHT.
 HG0023'TURN LEFT, NORTH, ON A GRADED ROAD FOR 1.55 MILES TO A RAILROAD
 HG0023'CROSSING.  CROSS THE RAILROAD TRACKS AND CONTINUE NORTH ON THE
 HG0023'GRADED ROAD FOR 0.5 MILE TO TRIANGULATION STATION FRANK ON THE
 HG0023'RIGHT, WHICH IS TO BE USED AS THE AZIMUTH MARK.  CONTINUE
 HG0023'NORTH ON THE GRADED ROAD FOR 0.6 MILE TO THE TOP OF A HILL AND
 HG0023'THE STATION ON THE RIGHT, ON THE TOP OF A CUT BANK.
 HG0023'
 HG0023'STATION MARKS ARE STANDARD DISKS STAMPED DEER 1962.  THE SURFACE
 HG0023'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HG0023'OF THE GROUND.  IT IS 35.5 FEET SOUTH OF A POWER POLE, 28 FEET EAST
 HG0023'OF THE CENTER OF THE GRADED ROAD, 9 FEET WEST OF THE CENTER OF A
 HG0023'METAL WATER METER COVER WHICH IS SURROUNDED BY FOUR CONCRETE
 HG0023'POSTS WHICH ARE ABOUT FIVE FEET HIGH, 6 FEET EAST OF A FENCE AND
 HG0023'5.7 FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 HG0023'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE
 HG0023'SURFACE OF THE GROUND.
 HG0023'
 HG0023'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DEER NO 1 1962, IS
 HG0023'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG0023'GROUND.  IT IS 65.5 FEET SOUTH OF THE METAL WITNESS POST, 23
 HG0023'FEET EAST OF THE CENTER OF THE GRADED ROAD AND 1 FOOT EAST OF THE
 HG0023'FENCE.
 HG0023'
 HG0023'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DEER NO 2 1962, IS
 HG0023'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HG0023'OF THE GROUND.  IT IS 23.5 FEET EAST OF THE CENTER OF THE GRADED
 HG0023'ROAD, 6 FEET NORTH OF THE POWER POLE AND 1.5 FEET EAST OF THE
 HG0023'FENCE.
 HG0023'
 HG0023'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HG0023
 HG0023                          STATION RECOVERY (1962)
 HG0023
 HG0023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HG0023'5.8 MI NE FROM KINGMAN.
 HG0023'4.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0023'RAILROAD FROM THE STATION AT KINGMAN, THENCE 1.1 MILES NORTH
 HG0023'ALONG A DIRT ROAD TO THE CREST OF A SMALL HILL, 35.5 FEET SOUTH
 HG0023'OF A POWER POLE, 28 FEET EAST OF THE CENTER OF THE ROAD, 9 FEET
 HG0023'WEST OF THE CENTER OF A METAL WATER METER COVER WHICH IS
 HG0023'SURROUNDED BY FOUR CONCRETE POST WHICH ARE ABOUT 5 FEET HIGH,
 HG0023'6 FEET EAST OF A FENCE, 5.7 FEET SOUTHEAST OF A METAL WITNESS
 HG0023'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 HG0023'THE GROUND.
 HG0023
 HG0023                          STATION RECOVERY (1986)
 HG0023
 HG0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0023'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.3 KM (3.9 MI)
 HG0023'NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM ITS JUNCTION WITH U.S.
 HG0023'HIGHWAY 54 IN KINGMAN, THENCE 1.8 KM (1.1 MI) NORTH ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0743 ***********************************************************************
 HE0743  DESIGNATION -  DEER
 HE0743  PID         -  HE0743
 HE0743  STATE/COUNTY-  KS/CHEROKEE
 HE0743  USGS QUAD   -  OSWEGO (1974)
 HE0743
 HE0743                         *CURRENT SURVEY CONTROL
 HE0743  ___________________________________________________________________
 HE0743* NAD 83(1997)-  37 12 41.44183(N)    095 00 39.72646(W)     ADJUSTED  
 HE0743* NAVD 88     -       269.3    (meters)     884.     (feet)  VERTCON   
 HE0743  ___________________________________________________________________
 HE0743  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 HE0743  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 HE0743
 HE0743  HORZ ORDER  -  SECOND
 HE0743
 HE0743.The horizontal coordinates were established by classical geodetic methods
 HE0743.and adjusted by the National Geodetic Survey in October 1998..
 HE0743
 HE0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0743
 HE0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0743
 HE0743.The geoid height was determined by GEOID03.
 HE0743
 HE0743;                    North         East     Units Scale Factor Converg.
 HE0743;SPC KS S     -   466,264.046   709,627.485   MT  1.00001130   +2 08 38.6
 HE0743;UTM  15      - 4,120,230.814   321,552.921   MT  0.99999227   -1 12 59.4
 HE0743
 HE0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0743!SPC KS S     -   0.99996244  x   1.00001130  =   0.99997374
 HE0743!UTM  15      -   0.99996244  x   0.99999227  =   0.99995471
 HE0743
 HE0743:                Primary Azimuth Mark                     Grid Az
 HE0743:SPC KS S     -  DEER AZ MK                               021 05 20.7
 HE0743:UTM  15      -  DEER AZ MK                               024 26 58.7
 HE0743
 HE0743|---------------------------------------------------------------------|
 HE0743| PID    Reference Object                     Distance      Geod. Az  |
 HE0743|                                                           dddmmss.s |
 HE0743| CL5037 DEER AZ MK                                         0231359.3 |
 HE0743| CL5038 DEER RM 1                                          09709     |
 HE0743| HE0740 OSWEGO MUNICIPAL TANK               APPROX.10.0 KM 2395738.2 |
 HE0743| HE0757 OSWEGO COOP ASSN ELEVATOR EAST      APPROX.11.5 KM 2450513.5 |
 HE0743| CL5039 DEER RM 2                            13.720 METERS 34644     |
 HE0743|---------------------------------------------------------------------|
 HE0743
 HE0743                          SUPERSEDED SURVEY CONTROL
 HE0743
 HE0743  NAD 83(1997)-  37 12 41.44642(N)    095 00 39.72709(W) AD(       ) 2
 HE0743  NAD 83(1986)-  37 12 41.45601(N)    095 00 39.71694(W) AD(       ) 2
 HE0743  NAD 27      -  37 12 41.24157(N)    095 00 38.85507(W) AD(       ) 2
 HE0743  NGVD 29 (07/19/86)  269.2    (m)          883.     (f) VERT ANG       
 HE0743
 HE0743.Superseded values are not recommended for survey control.
 HE0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0743.See file dsdata.txt to determine how the superseded data were derived.
 HE0743
 HE0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2155320231(NAD 83)
 HE0743_MARKER: DS = TRIANGULATION STATION DISK
 HE0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0743_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0743
 HE0743  HISTORY     - Date     Condition        Report By
 HE0743  HISTORY     - 1966     MONUMENTED       CGS
 HE0743
 HE0743                          STATION DESCRIPTION
 HE0743
 HE0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0743'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH AND 3/4 MILE WEST
 HE0743'OF HALLOWELL, IN ROUGH WASTE LAND, ON KANSAS STATE PROPERTY AND
 HE0743'USED AS A PUBLIC HUNTING GROUND.  THE AREA CONSISTS OF MANY
 HE0743'IRREGULAR RIDGES THAT ARE FROM 30 TO 100 FEET IN HEIGHT AND
 HE0743'WERE FORMED BY STRIP COAL MINING.
 HE0743'
 HE0743'TO REACH THE STATION FROM A CROSSROAD ON STATE HIGHWAY NO. 96,
 HE0743'JUST EAST OF ANGELOS STORE AND AT THE NORTH EDGE OF HALLOWELL,
 HE0743'GO NORTH ON A GRAVELED ROAD FOR 2.1 MILES TO A CROSSROAD, THEN
 HE0743'LEFT, WEST, FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT, THEN RIGHT,
 HE0743'NORTH, FOR 0.2 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE AHEAD,
 HE0743'FIRST NORTHERLY THEN WESTERLY FOR 0.25 MILE TO A SIDE ROAD ON
 HE0743'THE RIGHT.  CONTINUE WEST FOR 0.05 MILE TO THE AZIMUTH MARK ON
 HE0743'THE RIGHT.  CONTINUE WESTERLY FOR 0.2 MILE TO A PUBLIC REST
 HE0743'AREA, THEN BEAR LEFT, SOUTHERLY FOR 0.15 MILE TO THE STATION ON
 HE0743'THE LEFT.
 HE0743'
 HE0743'THE STATION MARK IS A STANDARD DISK, STAMPED DEER 1966, SET IN
 HE0743'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER AND
 HE0743'PROJECTING 4 INCHES.  IT IS ON THE CREST OF A NORTH-SOUTH RIDGE
 HE0743'AND 72 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD.  IT
 HE0743'IS ABOUT 25 FEET HIGHER THAN THE ROAD.  A METAL WITNESS POST WAS
 HE0743'SET 3 FEET NORTH OF THE STATION.
 HE0743'
 HE0743'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEER NO 1 1966,
 HE0743'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER
 HE0743'AND PROJECTING 4 INCHES.  IT IS ON THE CREST OF AN EAST-WEST
 HE0743'RIDGE AND IS ABOUT 15 FEET LOWER THAN THE STATION.
 HE0743'
 HE0743'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEER NO 2 1966,
 HE0743'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER
 HE0743'AND PROJECTING 4 INCHES.  IT IS NEAR THE SOUTH EDGE OF THE STATION
 HE0743'RIDGE AND 72 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD.
 HE0743'IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 HE0743'
 HE0743'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DEER 1966, SET IN
 HE0743'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER AND
 HE0743'PROJECTING 4 INCHES.  IT IS 34 FEET WEST OF THE APPROXIMATE
 HE0743'CENTER OF A SMALL GULLY, 20 FEET NORTH OF THE CENTERLINE OF THE
 HE0743'GRAVELED ROAD AND 2 FEET WEST OF A METAL WITNESS POST.
 HE0743'
 HE0743'A TEMPORARY POINT, DESIGNATED AS DEER HUB A, IS ON A RIDGE ABOUT
 HE0743'62 FEET HIGHER AND 0.4 MILE SOUTH-SOUTHEAST OF THE STATION AND
 HE0743'WAS USED IN OBSERVING THE LINE FROM DEER TO CRAIN.  THIS RIDGE
 HE0743'WILL BE REMOVED IN THE NEAR FUTURE BY MINING OPERATIONS.
 HE0743'
 HE0743'HEIGHT OF LIGHT ABOVE STATION MARK 14.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0804 ***********************************************************************
 KG0804  DESIGNATION -  DEER
 KG0804  PID         -  KG0804
 KG0804  STATE/COUNTY-  KS/PHILLIPS
 KG0804  USGS QUAD   -  PRAIRIE VIEW (1978)
 KG0804
 KG0804                         *CURRENT SURVEY CONTROL
 KG0804  ___________________________________________________________________
 KG0804* NAD 83(1997)-  39 47 34.20316(N)    099 32 30.60328(W)     ADJUSTED  
 KG0804* NAVD 88     -       678.     (meters)    2224.     (feet)  SCALED    
 KG0804  ___________________________________________________________________
 KG0804  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 KG0804  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 KG0804
 KG0804  HORZ ORDER  -  THIRD
 KG0804
 KG0804.The horizontal coordinates were established by classical geodetic methods
 KG0804.and adjusted by the National Geodetic Survey in October 1998..
 KG0804
 KG0804.The orthometric height was scaled from a topographic map.
 KG0804
 KG0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0804
 KG0804.The geoid height was determined by GEOID03.
 KG0804
 KG0804;                    North         East     Units Scale Factor Converg.
 KG0804;SPC KS N     -   163,151.422   267,945.981   MT  1.00000156   -0 58 31.9
 KG0804;UTM  14      - 4,404,904.645   453,609.599   MT  0.99962649   -0 20 48.4
 KG0804
 KG0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0804!SPC KS N     -   0.99989754  x   1.00000156  =   0.99989910
 KG0804!UTM  14      -   0.99989754  x   0.99962649  =   0.99952407
 KG0804
 KG0804|---------------------------------------------------------------------|
 KG0804| PID    Reference Object                     Distance      Geod. Az  |
 KG0804|                                                           dddmmss.s |
 KG0804| CN9145 DEER RM 1                            12.655 METERS 11333     |
 KG0804| CN9144 DEER AZ MK                                         1251013.8 |
 KG0804| CN9147 DEER RM 2                            12.165 METERS 29252     |
 KG0804| KG0805 PRAIRIE VIEW MUNICIPAL TANK         APPROX. 5.4 KM 3310255.5 |
 KG0804|---------------------------------------------------------------------|
 KG0804
 KG0804                          SUPERSEDED SURVEY CONTROL
 KG0804
 KG0804  NAD 83(1997)-  39 47 34.20612(N)    099 32 30.60391(W) AD(       ) 3
 KG0804  NAD 83(1986)-  39 47 34.20858(N)    099 32 30.60498(W) AD(       ) 3
 KG0804  NAD 27      -  39 47 34.17700(N)    099 32 29.22700(W) AD(       ) 3
 KG0804
 KG0804.Superseded values are not recommended for survey control.
 KG0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0804.See file dsdata.txt to determine how the superseded data were derived.
 KG0804
 KG0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK5361004905(NAD 83)
 KG0804_MARKER: DS = TRIANGULATION STATION DISK
 KG0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0804
 KG0804  HISTORY     - Date     Condition        Report By
 KG0804  HISTORY     - 1950     MONUMENTED       CGS
 KG0804
 KG0804                          STATION DESCRIPTION
 KG0804
 KG0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0804'THE STATION IS LOCATED ABOUT 11.5 MILES WEST AND 2.5 MILES NORTH
 KG0804'OF PHILLIPSBURG, 3.5 MILES AIRLINE SOUTHEAST OF PRAIRIE VIEW
 KG0804'AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 36 AT SUMMIT OF GRADE
 KG0804'AT THE TOP OF A RATHER HIGH CUT ROAD BANK.  IT IS 41.0 FEET
 KG0804'NORTH OF THE CENTER OF U.S. HIGHWAY NO. 36, 5.5 FEET WEST OF A
 KG0804'WITNESS POST, 4.5 FEET NORTH OF THE SOUTH EDGE OF BANK AND
 KG0804'1.5 FEET SOUTH OF A FENCE LINE.  IT IS STAMPED DEER 1950 AND
 KG0804'PROJECTS 1 INCH.
 KG0804'
 KG0804'REFERENCE MARK NO. 1 IS 41.0 FEET NORTH OF THE CENTER OF U.S.
 KG0804'HIGHWAY NO. 36, 4.0 FEET NORTH OF THE SOUTH EDGE OF BANK AND 1.5
 KG0804'FEET SOUTH OF A FENCE LINE.  IT IS STAMPED DEER NO 1 1950 AND
 KG0804'PROJECTS 2 INCHES.
 KG0804'
 KG0804'REFERENCE MARK NO. 2 IS 41.0 FEET NORTH OF THE CENTER OF U.S.
 KG0804'HIGHWAY NO. 36, 4.5 FEET NORTH OF THE SOUTH EDGE OF BANK AND 1.5
 KG0804'FEET SOUTH OF A FENCE LINE.  IT IS STAMPED DEER NO 2 1950 AND
 KG0804'PROJECTS 2 INCHES.
 KG0804'
 KG0804'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 81.43 FEET.
 KG0804'
 KG0804'THE AZIMUTH MARK IS 78.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 KG0804'NO. 36, 44.0 FEET WEST OF THE CENTER OF GRAVELED ROAD, 9.0 FEET
 KG0804'SOUTH OF A POWER LINE POLE AND 2.0 FEET WEST OF A WITNESS POST.  IT
 KG0804'IS STAMPED DEER 1950 AND PROJECTS 1 INCH.
 KG0804'
 KG0804'TO REACH THE STATION FROM THE POST OFFICE IN PRAIRIE VIEW, GO
 KG0804'SOUTH ON MAIN STREET FOR 0.1 MILE TO A T-ROAD RIGHT, TURN RIGHT
 KG0804'AND WEST AND SOUTH ON GRAVELED ROAD FOR 0.55 MILE TO U.S. HIGHWAY
 KG0804'NO. 36.  TURN LEFT AND GO EAST ON U.S. HIGHWAY NO. 36 FOR 3.5
 KG0804'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  (CONTINUE EAST
 KG0804'ON U.S. HIGHWAY NO. 36 FOR 0.5 MILE TO CROSSROAD AND THE AZIMUTH
 KG0804'MARK IN THE NORTHWEST ANGLE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0022 ***********************************************************************
 HG0022  DESIGNATION -  DEER RM 1
 HG0022  PID         -  HG0022
 HG0022  STATE/COUNTY-  KS/KINGMAN
 HG0022  USGS QUAD   -  KINGMAN (1983)
 HG0022
 HG0022                         *CURRENT SURVEY CONTROL
 HG0022  ___________________________________________________________________
 HG0022* NAD 83(1986)-  37 41 56.     (N)    098 03 47.     (W)     SCALED    
 HG0022* NAVD 88     -       481.151  (meters)    1578.58   (feet)  ADJUSTED  
 HG0022  ___________________________________________________________________
 HG0022  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HG0022  DYNAMIC HT  -         480.761 (meters)    1577.30  (feet)  COMP
 HG0022  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 HG0022
 HG0022  VERT ORDER  -  SECOND    CLASS 0
 HG0022
 HG0022.The horizontal coordinates were scaled from a topographic map and have
 HG0022.an estimated accuracy of +/- 6 seconds.
 HG0022
 HG0022.The orthometric height was determined by differential leveling
 HG0022.and adjusted by the National Geodetic Survey in June 1991..
 HG0022
 HG0022.The geoid height was determined by GEOID03.
 HG0022
 HG0022.The dynamic height is computed by dividing the NAVD 88
 HG0022.geopotential number by the normal gravity value computed on the
 HG0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0022.degrees latitude (g = 980.6199 gals.).
 HG0022
 HG0022.The modeled gravity was interpolated from observed gravity values.
 HG0022
 HG0022;                    North         East    Units  Estimated Accuracy
 HG0022;SPC KS S     -   514,650.      438,530.      MT  (+/- 180 meters Scaled)
 HG0022
 HG0022                          SUPERSEDED SURVEY CONTROL
 HG0022
 HG0022  NGVD 29 (??/??/92)  480.969  (m)         1577.98   (f) ADJ UNCH    2 0
 HG0022
 HG0022.Superseded values are not recommended for survey control.
 HG0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0022.See file dsdata.txt to determine how the superseded data were derived.
 HG0022
 HG0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG825728(NAD 83)
 HG0022_MARKER: DR = REFERENCE MARK DISK
 HG0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0022_SP_SET: CONCRETE POST
 HG0022_STAMPING: DEER NO 1 1962
 HG0022_MARK LOGO: CGS   
 HG0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0022+STABILITY: SURFACE MOTION
 HG0022
 HG0022  HISTORY     - Date     Condition        Report By
 HG0022  HISTORY     - 1962     MONUMENTED       CGS
 HG0022  HISTORY     - 1986     GOOD             NGS
 HG0022
 HG0022                          STATION DESCRIPTION
 HG0022
 HG0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HG0022'5.8 MI NE FROM KINGMAN.
 HG0022'4.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0022'RAILROAD FROM THE STATION AT KINGMAN, THENCE 1.1 MILES NORTH
 HG0022'ALONG A DIRT ROAD TO THE CREST OF A SMALL HILL, 65.5 FEET
 HG0022'SOUTH OF A METAL WITNESS POST, 23 FEET EAST OF THE CENTER OF
 HG0022'THE DIRT ROAD, 1.0 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 HG0022'POST WHICH IS FLUSH WITH THE GROUND.
 HG0022
 HG0022                          STATION RECOVERY (1986)
 HG0022
 HG0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0022'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.3 KM (3.9 MI)
 HG0022'NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM ITS JUNCTION WITH U.S.
 HG0022'HIGHWAY 54, THENCE 1.8 KM (1.1 MI) NORTHERLY ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0024 ***********************************************************************
 HG0024  DESIGNATION -  DEER RM 2
 HG0024  PID         -  HG0024
 HG0024  STATE/COUNTY-  KS/KINGMAN
 HG0024  USGS QUAD   -  KINGMAN (1983)
 HG0024
 HG0024                         *CURRENT SURVEY CONTROL
 HG0024  ___________________________________________________________________
 HG0024* NAD 83(1986)-  37 41 56.     (N)    098 03 47.     (W)     SCALED    
 HG0024* NAVD 88     -       480.587  (meters)    1576.73   (feet)  ADJUSTED  
 HG0024  ___________________________________________________________________
 HG0024  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HG0024  DYNAMIC HT  -         480.198 (meters)    1575.45  (feet)  COMP
 HG0024  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 HG0024
 HG0024  VERT ORDER  -  SECOND    CLASS 0
 HG0024
 HG0024.The horizontal coordinates were scaled from a topographic map and have
 HG0024.an estimated accuracy of +/- 6 seconds.
 HG0024
 HG0024.The orthometric height was determined by differential leveling
 HG0024.and adjusted by the National Geodetic Survey in June 1991..
 HG0024
 HG0024.The geoid height was determined by GEOID03.
 HG0024
 HG0024.The dynamic height is computed by dividing the NAVD 88
 HG0024.geopotential number by the normal gravity value computed on the
 HG0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0024.degrees latitude (g = 980.6199 gals.).
 HG0024
 HG0024.The modeled gravity was interpolated from observed gravity values.
 HG0024
 HG0024;                    North         East    Units  Estimated Accuracy
 HG0024;SPC KS S     -   514,650.      438,530.      MT  (+/- 180 meters Scaled)
 HG0024
 HG0024                          SUPERSEDED SURVEY CONTROL
 HG0024
 HG0024  NGVD 29 (??/??/92)  480.405  (m)         1576.13   (f) ADJ UNCH    2 0
 HG0024
 HG0024.Superseded values are not recommended for survey control.
 HG0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0024.See file dsdata.txt to determine how the superseded data were derived.
 HG0024
 HG0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG825728(NAD 83)
 HG0024_MARKER: DR = REFERENCE MARK DISK
 HG0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0024_SP_SET: CONCRETE POST
 HG0024_STAMPING: DEER NO 2 1962
 HG0024_MARK LOGO: CGS   
 HG0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0024+STABILITY: SURFACE MOTION
 HG0024
 HG0024  HISTORY     - Date     Condition        Report By
 HG0024  HISTORY     - 1962     MONUMENTED       CGS
 HG0024  HISTORY     - 1986     GOOD             NGS
 HG0024
 HG0024                          STATION DESCRIPTION
 HG0024
 HG0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HG0024'5.8 MI NE FROM KINGMAN.
 HG0024'4.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0024'RAILROAD FROM THE STATION AT KINGMAN, THENCE 1.1 MILES NORTH
 HG0024'ALONG A DIRT ROAD TO THE CREST OF A SMALL HILL, 61.5 FEET NORTH
 HG0024'OF THE STATION DEER 1962, 23.5 FEET EAST OF THE CENTER OF THE
 HG0024'DIRT ROAD, 6.0 FEET NORTH OF A POWER POLE, 1.5 FEET EAST OF A
 HG0024'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 HG0024'WITH THE GROUND.
 HG0024
 HG0024                          STATION RECOVERY (1986)
 HG0024
 HG0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0024'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.3 KM (3.9 MI)
 HG0024'NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM ITS JUNCTION WITH U.S.
 HG0024'HIGHWAY 54 IN KINGMAN, THENCE 1.8 KM (1.1 MI) NORTH ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0850 ***********************************************************************
 HG0850  DESIGNATION -  DEERHEAD
 HG0850  PID         -  HG0850
 HG0850  STATE/COUNTY-  KS/BARBER
 HG0850  USGS QUAD   -  SUN CITY SW (1968)
 HG0850
 HG0850                         *CURRENT SURVEY CONTROL
 HG0850  ___________________________________________________________________
 HG0850* NAD 83(1997)-  37 16 02.03475(N)    098 56 16.75499(W)     ADJUSTED  
 HG0850* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 HG0850  ___________________________________________________________________
 HG0850  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 HG0850  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 HG0850
 HG0850  HORZ ORDER  -  FIRST
 HG0850
 HG0850.The horizontal coordinates were established by classical geodetic methods
 HG0850.and adjusted by the National Geodetic Survey in October 1998..
 HG0850
 HG0850.The orthometric height was scaled from a topographic map.
 HG0850
 HG0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0850
 HG0850.The geoid height was determined by GEOID03.
 HG0850
 HG0850;                    North         East     Units Scale Factor Converg.
 HG0850;SPC KS S     -   466,745.317   361,151.008   MT  0.99999989   -0 16 09.0
 HG0850;UTM  14      - 4,124,519.742   505,498.259   MT  0.99960037   +0 02 15.2
 HG0850
 HG0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0850!SPC KS S     -   0.99990752  x   0.99999989  =   0.99990741
 HG0850!UTM  14      -   0.99990752  x   0.99960037  =   0.99950793
 HG0850
 HG0850:                Primary Azimuth Mark                     Grid Az
 HG0850:SPC KS S     -  DEERHEAD AZ MK                           090 17 17.5
 HG0850:UTM  14      -  DEERHEAD AZ MK                           089 58 53.3
 HG0850
 HG0850|---------------------------------------------------------------------|
 HG0850| PID    Reference Object                     Distance      Geod. Az  |
 HG0850|                                                           dddmmss.s |
 HG0850| CK8499 DEERHEAD AZ MK                                     0900108.5 |
 HG0850| CK8500 DEERHEAD RM 1                        37.548 METERS 09347     |
 HG0850| CK8501 DEERHEAD RM 2                        44.480 METERS 35622     |
 HG0850|---------------------------------------------------------------------|
 HG0850
 HG0850                          SUPERSEDED SURVEY CONTROL
 HG0850
 HG0850  NAD 83(1997)-  37 16 02.04056(N)    098 56 16.75401(W) AD(       ) 1
 HG0850  NAD 83(1997)-  37 16 02.03998(N)    098 56 16.75254(W) AD(       ) 1
 HG0850  NAD 83(1986)-  37 16 02.03888(N)    098 56 16.74858(W) AD(       ) 1
 HG0850  NAD 27      -  37 16 01.94972(N)    098 56 15.37999(W) AD(       ) 1
 HG0850
 HG0850.Superseded values are not recommended for survey control.
 HG0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0850.See file dsdata.txt to determine how the superseded data were derived.
 HG0850
 HG0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG0549824520(NAD 83)
 HG0850_MARKER: DS = TRIANGULATION STATION DISK
 HG0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0850
 HG0850  HISTORY     - Date     Condition        Report By
 HG0850  HISTORY     - 1934     MONUMENTED       CGS
 HG0850  HISTORY     - 1943     GOOD             KS-007
 HG0850  HISTORY     - 1972     SEE DESCRIPTION  USGS
 HG0850  HISTORY     - 1980     MARK NOT FOUND   NGS
 HG0850
 HG0850                          STATION DESCRIPTION
 HG0850
 HG0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0850'STATION IS LOCATED NEAR THE CENTER OF THE NORTH SIDE OF SEC.
 HG0850'15, T. 32 S., R. 15 W., ON PROPERTY OF J.T. MARSH, ABOUT 10
 HG0850'MILES SOUTH AND 1 MILE WEST OF SUN CITY.
 HG0850'
 HG0850'TO REACH FROM JUNCTION OF U.S. HIGHWAY 160 AND MAIN STREET IN
 HG0850'WILMORE, GO EAST 0.6 MILE, TURN RIGHT (SOUTH) GO 0.5 MILE,
 HG0850'TURN LEFT (EAST) GO 11.9 MILES ON MAIN ROAD WHICH WILL BE
 HG0850'NORTH-AND-SOUTH AT THIS POINT, TURN RIGHT (EAST) GO 5.1 MILES
 HG0850'TO JUNCTION OF DIRT ROAD, WHICH IS APPROXIMATELY 2.0 MILES
 HG0850'SOUTH OF SUN CITY, TURN RIGHT (SOUTH) AND FOLLOW MAIN ROAD SOUTH
 HG0850'FOR 8.0 MILES.  MARK IS ABOUT 150 FEET WEST OF POINT OF TANGENT
 HG0850'ON EAST-WEST ROAD AT A POINT WHERE ROAD TURNS TO EAST AND
 HG0850'NORTH, 125 FEET SOUTHWEST OF CENTERLINE OF ROAD AND 10 FEET
 HG0850'NORTH OF EAST-WEST FENCE LINE, AND SET.
 HG0850'
 HG0850'REFERENCE MARK NO. 1 IS IN EAST-WEST FENCE LINE, 50 FEET WEST
 HG0850'OF SAID POINT OF TANGENT OF CURVE ON ROAD, 25 FEET SOUTH OF
 HG0850'CENTERLINE OF ROAD AND PROJECTS 8 INCHES.
 HG0850'
 HG0850'REFERENCE MARK NO. 2 IS 25 FEET NORTHEAST OF CENTERLINE OF
 HG0850'GRAVEL ROAD IN EAST RIGHT-OF-WAY FENCE LINE AND PROJECTS 8
 HG0850'INCHES.
 HG0850'
 HG0850'TO REACH AZIMUTH MARK FROM STATION GO EAST 1.4 MILES TO TURN
 HG0850'IN MAIN ROAD.  MARK IS 125 FEET WEST OF CENTERLINE OF
 HG0850'NORTH-SOUTH ROAD, 25 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD
 HG0850'IN EAST-WEST RIGHT-OF-WAY FENCE AND PROJECTS 8 INCHES.
 HG0850'
 HG0850'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HG0850
 HG0850                          STATION RECOVERY (1943)
 HG0850
 HG0850'RECOVERY NOTE BY BARBER COUNTY KANSAS 1943 (LAT)
 HG0850'STATION MARK WAS FOUND LYING ON THE GROUND ABOUT 1/2 MILE
 HG0850'SOUTH OF ORIGINAL LOCATION.
 HG0850'
 HG0850'THE ORIGINAL LOCATION WAS NEAR THE NW CORNER OF SECTION 14
 HG0850'TWP. 32 S RGE 15 W.  THE ROAD TO THE WEST HAS BEEN VACATED
 HG0850'AND THE ORIGINAL MARKER HAS BEEN USED AS A WEIGHT.  IT IS NOW
 HG0850'LOCATED SOUTH ABOUT 1/2 MILE AND ON THE WEST SIDE OF THE ROAD.
 HG0850'SHOULD BE MOVED A FEW FEET EAST FROM ORIGINAL POSITION AND
 HG0850'PLACED UNDER THE WEST FENCE LINE OF THE COUNTY.
 HG0850
 HG0850                          STATION RECOVERY (1972)
 HG0850
 HG0850'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 HG0850'NO SURFACE MKS. WERE FOUND.  ONE CONCRETE POST WITH TABLET GONE WAS
 HG0850'FOUND LYING ON THE GROUND IN THE AREA.  THE UNDERGROUND MK. COULD
 HG0850'NOT BE FOUND.
 HG0850
 HG0850                          STATION RECOVERY (1980)
 HG0850
 HG0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HG0850'THE STATION WAS SEARCHED FOR BUT NO MARKS WERE FOUND.  ONE MONUMENT
 HG0850'WITH THE DISK MISSING WAS FOUND LYING OUT OF THE GROUND AT THE
 HG0850'SITE.  THE ROADS HAVE BEEN LONG ABANDONED AND ARE NO LONGER
 HG0850'DISCERNABLE AND THE FENCES HAVE BEEN MOVED.  THE AREA IS NOW UNDER
 HG0850'CULTIVATION.  THE SON OF THE PROPERTY OWNER WHO HAD THE PROPERTY IN
 HG0850'1934 RECALLED THE MARKS AND KNEW TWO OF THEM HAD BEEN REMOVED.  HE
 HG0850'STATED HE FARMED AROUND THE REMAINING MARK AND THAT HE BELIEVED IT TO
 HG0850'STILL BE IN PLACE ABOUT 2 INCHES BELOW THE SURFACE.  THIS MAN POINTED
 HG0850'OUT WHERE HE BELIEVED THE MARK TO BE AND ASSISTED IN PROBING BUT THE
 HG0850'MARK COULD NOT BE FOUND.  THIS MANS NEPHEW NOW FARMS THE PROPERTY AND
 HG0850'HE KNEW NOTHING OF THE MARKS.  IN ALL PROBABILITY THE UNDERGROUND MARK
 HG0850'REMAINS BUT WOULD BE VIRTUALLY IMPOSSIBLE TO FIND UNLESS A NEW STATION
 HG0850'WERE ESTABLISHED NEARBY AND AN INVERSE COMPUTATION MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0820 ***********************************************************************
 KE0820  DESIGNATION -  DEL
 KE0820  PID         -  KE0820
 KE0820  STATE/COUNTY-  KS/JACKSON
 KE0820  USGS QUAD   -  ROSSVILLE (1982)
 KE0820
 KE0820                         *CURRENT SURVEY CONTROL
 KE0820  ___________________________________________________________________
 KE0820* NAD 83(1997)-  39 14 42.95727(N)    095 55 10.21824(W)     ADJUSTED  
 KE0820* NAVD 88     -       344.442  (meters)    1130.06   (feet)  ADJUSTED  
 KE0820  ___________________________________________________________________
 KE0820  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 KE0820  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KE0820  DYNAMIC HT  -         344.225 (meters)    1129.34  (feet)  COMP
 KE0820  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 KE0820
 KE0820  HORZ ORDER  -  SECOND
 KE0820  VERT ORDER  -  SECOND    CLASS 0
 KE0820
 KE0820.The horizontal coordinates were established by classical geodetic methods
 KE0820.and adjusted by the National Geodetic Survey in October 1998..
 KE0820
 KE0820.The orthometric height was determined by differential leveling
 KE0820.and adjusted by the National Geodetic Survey in June 1991..
 KE0820
 KE0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0820
 KE0820.The geoid height was determined by GEOID03.
 KE0820
 KE0820.The dynamic height is computed by dividing the NAVD 88
 KE0820.geopotential number by the normal gravity value computed on the
 KE0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0820.degrees latitude (g = 980.6199 gals.).
 KE0820
 KE0820.The modeled gravity was interpolated from observed gravity values.
 KE0820
 KE0820;                    North         East     Units Scale Factor Converg.
 KE0820;SPC KS N     -   103,297.906   579,578.381   MT  0.99995686   +1 18 58.9
 KE0820;UTM  15      - 4,348,057.517   248,048.058   MT  1.00038169   -1 50 52.7
 KE0820;UTM  14      - 4,348,518.246   765,847.917   MT  1.00047030   +1 56 60.0
 KE0820
 KE0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0820!SPC KS N     -   0.99995080  x   0.99995686  =   0.99990766
 KE0820!UTM  15      -   0.99995080  x   1.00038169  =   1.00033247
 KE0820!UTM  14      -   0.99995080  x   1.00047030  =   1.00042107
 KE0820
 KE0820|---------------------------------------------------------------------|
 KE0820| PID    Reference Object                     Distance      Geod. Az  |
 KE0820|                                                           dddmmss.s |
 KE0820| KE0821 DEL RM 2                             28.647 METERS 00026     |
 KE0820| KE0822 DEL RM 1                             28.408 METERS 01927     |
 KE0820| KE1262 DEL AZ MK                           APPROX. 2.4 KM 3135544.9 |
 KE0820|---------------------------------------------------------------------|
 KE0820
 KE0820                          SUPERSEDED SURVEY CONTROL
 KE0820
 KE0820  NAD 83(1986)-  39 14 42.96354(N)    095 55 10.21420(W) AD(       ) 2
 KE0820  NAD 27      -  39 14 42.97660(N)    095 55 09.25780(W) AD(       ) 2
 KE0820  NGVD 29 (??/??/92)  344.332  (m)         1129.70   (f) ADJ UNCH    2 0
 KE0820
 KE0820.Superseded values are not recommended for survey control.
 KE0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0820.See file dsdata.txt to determine how the superseded data were derived.
 KE0820
 KE0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD4804848058(NAD 83)
 KE0820_MARKER: DS = TRIANGULATION STATION DISK
 KE0820_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0820_SP_SET: IN CONCRETE
 KE0820_STAMPING: DEL 1960
 KE0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0820
 KE0820  HISTORY     - Date     Condition        Report By
 KE0820  HISTORY     - 1960     MONUMENTED       CGS
 KE0820  HISTORY     - 1961     GOOD             NGS
 KE0820
 KE0820                          STATION DESCRIPTION
 KE0820
 KE0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE0820'THE STATION IS LOCATED ABOUT 2.6 MILES NORTHEAST OF DELIA, ON
 KE0820'PROPERTY OF THE U.S. GOVERNMENT.
 KE0820'
 KE0820'TO REACH THE STATION FROM THE CROSSROADS AT THE SOUTHEAST EDGE OF
 KE0820'THE VILLAGE OF DELIA, GO EAST ON THE PAVED ROAD FOR 2.0 MILES
 KE0820'TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 0.4 TO A CROSSROAD, TURN
 KE0820'RIGHT AND GO EAST FOR 0.15 MILE TO THE SECURITY GATE AND THE
 KE0820'STATION BEYOND.
 KE0820'
 KE0820'THE STATION MARK IS A STANDARD DISK STAMPED DEL 1960, SET IN A
 KE0820'DRILL HOLE IN THE CENTER OF THE CONCRETE HEADER ABOVE THE RAMP.
 KE0820'
 KE0820'RM 1 IS A STANDARD DISK STAMPED DEL NO 1 1960, SET IN A DRILL HOLE
 KE0820'IN THE EAST CURBING OF THE RAMP, ABOUT 20 FEET BELOW THE STATION
 KE0820'MARK.
 KE0820'
 KE0820'RM 2 IS A STANDARD DISK STAMPED DEL NO 2 1960, SET IN A DRILL
 KE0820'HOLE IN THE WEST CURBING OF THE RAMP, ABOUT 20 FEET LOWER THAN
 KE0820'THE STATION MARK.
 KE0820'
 KE0820'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 KE0820'MONUMENT THAT IS FLUSH, AND IS STAMPED DEL 1960.  IT IS 16 FEET
 KE0820'SOUTH OF THE CENTER OF THE ROAD, 3.5 FEET WEST OF A WITNESS POST,
 KE0820'3 FEET EAST OF A GATE AND 1 FOOT NORTH OF A FENCE.
 KE0820'
 KE0820'TO REACH THE AZIMUTH MARK FROM THE STATION, GO TO THE CROSSROADS
 KE0820'THAT IS 0.15 MILE WEST OF THE SECURITY GATE, TURN RIGHT AND GO
 KE0820'NORTH FOR 0.9 MILE TO A CROSSROAD, TURN LEFT AND GO WEST FOR 0.8
 KE0820'MILE TO THE MARK ON THE LEFT.
 KE0820
 KE0820                          STATION RECOVERY (1961)
 KE0820
 KE0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0820'2.5 MI NE FROM DELIA.
 KE0820'2.0 MILES EAST ALONG THE ROAD LEADING TO THE MISSILE SITE FROM
 KE0820'THE SMALL TOWN OF DELIA, THENCE 0.4 MILE NORTH ALONG THE MISSILE
 KE0820'SITE ROAD, THENCE 0.15 MILE EAST ALONG THE ROAD TO THE SECURITY
 KE0820'GATE OF THE MISSILE SITE, THE STATION MARK IS CEMENTED IN A DRILL
 KE0820'HOLE, IN THE CONCRETE OF THE NORTH ENTRANCE TO THE MISSILE BAY,
 KE0820'2 FEET SOUTH OF THE NORTH EDGE AND IN THE CENTER OF THE MISSILE
 KE0820'BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1262 ***********************************************************************
 KE1262  DESIGNATION -  DEL AZ MK
 KE1262  PID         -  KE1262
 KE1262  STATE/COUNTY-  KS/JACKSON
 KE1262  USGS QUAD   -  SOLDIER CREEK SW (1977)
 KE1262
 KE1262                         *CURRENT SURVEY CONTROL
 KE1262  ___________________________________________________________________
 KE1262* NAD 83(1997)-  39 15 36.17678(N)    095 56 21.29162(W)     ADJUSTED  
 KE1262* NAVD 88     -       334.     (meters)    1096.     (feet)  SCALED    
 KE1262  ___________________________________________________________________
 KE1262  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 KE1262  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 KE1262
 KE1262  HORZ ORDER  -  SECOND
 KE1262
 KE1262.The horizontal coordinates were established by classical geodetic methods
 KE1262.and adjusted by the National Geodetic Survey in October 1998..
 KE1262
 KE1262.The orthometric height was scaled from a topographic map.
 KE1262
 KE1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1262
 KE1262.The geoid height was determined by GEOID03.
 KE1262
 KE1262;                    North         East     Units Scale Factor Converg.
 KE1262;SPC KS N     -   104,899.680   577,837.245   MT  0.99995686   +1 18 13.9
 KE1262;UTM  15      - 4,349,753.697   246,397.294   MT  1.00039196   -1 51 39.8
 KE1262;UTM  14      - 4,350,101.462   764,088.273   MT  1.00045881   +1 56 17.1
 KE1262
 KE1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1262!SPC KS N     -   0.99995241  x   0.99995686  =   0.99990927
 KE1262!UTM  15      -   0.99995241  x   1.00039196  =   1.00034435
 KE1262!UTM  14      -   0.99995241  x   1.00045881  =   1.00041120
 KE1262
 KE1262:                Primary Azimuth Mark                     Grid Az
 KE1262:SPC KS N     -  DEL                                      132 36 46.1
 KE1262:UTM  15      -  DEL                                      135 46 39.8
 KE1262:UTM  14      -  DEL                                      131 58 42.9
 KE1262
 KE1262|---------------------------------------------------------------------|
 KE1262| PID    Reference Object                     Distance      Geod. Az  |
 KE1262|                                                           dddmmss.s |
 KE1262| KE0820 DEL                                 APPROX. 2.4 KM 1335500.0 |
 KE1262|---------------------------------------------------------------------|
 KE1262
 KE1262                          SUPERSEDED SURVEY CONTROL
 KE1262
 KE1262  NAD 83(1997)-  39 15 36.18307(N)    095 56 21.28771(W) AD(       ) 2
 KE1262  NAD 83(1986)-  39 15 36.18314(N)    095 56 21.28777(W) AD(       ) 2
 KE1262  NAD 27      -  39 15 36.19670(N)    095 56 20.32930(W) AD(       ) 2
 KE1262
 KE1262.Superseded values are not recommended for survey control.
 KE1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1262.See file dsdata.txt to determine how the superseded data were derived.
 KE1262
 KE1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD4639749754(NAD 83)
 KE1262_MARKER: DZ = AZIMUTH MARK DISK
 KE1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1262_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1262+STABILITY: SURFACE MOTION
 KE1262
 KE1262  HISTORY     - Date     Condition        Report By
 KE1262  HISTORY     - 1960     MONUMENTED       CGS
 KE1262
 KE1262                          STATION DESCRIPTION
 KE1262
 KE1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1262'THE STATION IS ABOUT 1-1/2 MILES NORTH AND ABOUT 1-1/2 MILES EAST
 KE1262'OF DELIA ON THE SOUTH RIGHT-OF-WAY OF A SECTION LINE ROAD.
 KE1262'
 KE1262'TO REACH THE STATION FROM THE POST OFFICE AT DELIA GO NORTH ON
 KE1262'THE MAIN STREET FOR 0.1 MILE TO A CROSS STREET, TURN RIGHT AND
 KE1262'GO EAST 0.3 MILE TO A T ROAD INTERSECTION, TURN LEFT AND GO
 KE1262'NORTH ON THE GRAVELED ROAD FOR 1.3 MILES TO A CROSSROAD, CEMETERY
 KE1262'IN THE NORTHEAST ANGLE.  HERE TURN RIGHT AND GO EAST ON THE DIRT
 KE1262'ROAD FOR 1.2 MILES TO THE STATION ON THE RIGHT.
 KE1262'
 KE1262'THE STATION MARK STAMPED, DEL 1960, IS AN AZIMUTH MARK DISK SET
 KE1262'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS SET FLUSH.
 KE1262'IT IS 18 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 14 FEET EAST
 KE1262'OF THE CENTER OF A WIRE GATE, 3 FEET WEST OF A WITNESS POST AND 1
 KE1262'FOOT NORTH OF AN EAST-WEST FENCE LINE.
 KE1262'
 KE1262'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0822 ***********************************************************************
 KE0822  DESIGNATION -  DEL RM 1
 KE0822  PID         -  KE0822
 KE0822  STATE/COUNTY-  KS/JACKSON
 KE0822  USGS QUAD   -  ROSSVILLE (1982)
 KE0822
 KE0822                         *CURRENT SURVEY CONTROL
 KE0822  ___________________________________________________________________
 KE0822* NAD 83(1986)-  39 14 42.     (N)    095 55 10.     (W)     SCALED    
 KE0822* NAVD 88     -       339.245  (meters)    1113.01   (feet)  ADJUSTED  
 KE0822  ___________________________________________________________________
 KE0822  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KE0822  DYNAMIC HT  -         339.032 (meters)    1112.31  (feet)  COMP
 KE0822  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 KE0822
 KE0822  VERT ORDER  -  SECOND    CLASS 0
 KE0822
 KE0822.The horizontal coordinates were scaled from a topographic map and have
 KE0822.an estimated accuracy of +/- 6 seconds.
 KE0822
 KE0822.The orthometric height was determined by differential leveling
 KE0822.and adjusted by the National Geodetic Survey in June 1991..
 KE0822
 KE0822.The geoid height was determined by GEOID03.
 KE0822
 KE0822.The dynamic height is computed by dividing the NAVD 88
 KE0822.geopotential number by the normal gravity value computed on the
 KE0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0822.degrees latitude (g = 980.6199 gals.).
 KE0822
 KE0822.The modeled gravity was interpolated from observed gravity values.
 KE0822
 KE0822;                    North         East    Units  Estimated Accuracy
 KE0822;SPC KS N     -   103,270.      579,580.      MT  (+/- 180 meters Scaled)
 KE0822
 KE0822                          SUPERSEDED SURVEY CONTROL
 KE0822
 KE0822  NGVD 29 (??/??/92)  339.135  (m)         1112.65   (f) ADJ UNCH    2 0
 KE0822
 KE0822.Superseded values are not recommended for survey control.
 KE0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0822.See file dsdata.txt to determine how the superseded data were derived.
 KE0822
 KE0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD480480(NAD 83)
 KE0822_MARKER: DR = REFERENCE MARK DISK
 KE0822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0822_SP_SET: CURB
 KE0822_STAMPING: DEL NO 1 1960
 KE0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0822
 KE0822  HISTORY     - Date     Condition        Report By
 KE0822  HISTORY     - 1960     MONUMENTED       CGS
 KE0822
 KE0822                          STATION DESCRIPTION
 KE0822
 KE0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KE0822'2.5 MI NE FROM DELIA.
 KE0822'2.0 MILES EAST ALONG THE ROAD LEADING TO THE MISSILE SITE FROM THE
 KE0822'SMALL TOWN OF DELIA, THENCE 0.4 MILE NORTH ALONG THE MISSILE
 KE0822'SITE ROAD, THENCE 0.15 MILE EAST ALONG THE ROAD TO THE SECURITY
 KE0822'GATE, CEMENTED IN A DRILL HOLE IN THE EAST CURBING OF THE RAMP
 KE0822'AND ABOUT 20 BELOW THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0821 ***********************************************************************
 KE0821  DESIGNATION -  DEL RM 2
 KE0821  PID         -  KE0821
 KE0821  STATE/COUNTY-  KS/JACKSON
 KE0821  USGS QUAD   -  ROSSVILLE (1982)
 KE0821
 KE0821                         *CURRENT SURVEY CONTROL
 KE0821  ___________________________________________________________________
 KE0821* NAD 83(1986)-  39 14 42.     (N)    095 55 10.     (W)     SCALED    
 KE0821* NAVD 88     -       339.243  (meters)    1113.00   (feet)  ADJUSTED  
 KE0821  ___________________________________________________________________
 KE0821  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KE0821  DYNAMIC HT  -         339.030 (meters)    1112.30  (feet)  COMP
 KE0821  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 KE0821
 KE0821  VERT ORDER  -  SECOND    CLASS 0
 KE0821
 KE0821.The horizontal coordinates were scaled from a topographic map and have
 KE0821.an estimated accuracy of +/- 6 seconds.
 KE0821
 KE0821.The orthometric height was determined by differential leveling
 KE0821.and adjusted by the National Geodetic Survey in June 1991..
 KE0821
 KE0821.The geoid height was determined by GEOID03.
 KE0821
 KE0821.The dynamic height is computed by dividing the NAVD 88
 KE0821.geopotential number by the normal gravity value computed on the
 KE0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0821.degrees latitude (g = 980.6199 gals.).
 KE0821
 KE0821.The modeled gravity was interpolated from observed gravity values.
 KE0821
 KE0821;                    North         East    Units  Estimated Accuracy
 KE0821;SPC KS N     -   103,270.      579,580.      MT  (+/- 180 meters Scaled)
 KE0821
 KE0821                          SUPERSEDED SURVEY CONTROL
 KE0821
 KE0821  NGVD 29 (??/??/92)  339.147  (m)         1112.68   (f) ADJ UNCH    2 0
 KE0821
 KE0821.Superseded values are not recommended for survey control.
 KE0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0821.See file dsdata.txt to determine how the superseded data were derived.
 KE0821
 KE0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD480480(NAD 83)
 KE0821_MARKER: DR = REFERENCE MARK DISK
 KE0821_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0821_SP_SET: CURB
 KE0821_STAMPING: DEL NO 2 1960
 KE0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0821
 KE0821  HISTORY     - Date     Condition        Report By
 KE0821  HISTORY     - 1960     MONUMENTED       CGS
 KE0821  HISTORY     - 1961     GOOD             NGS
 KE0821
 KE0821                          STATION DESCRIPTION
 KE0821
 KE0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE0821'2.5 MI NE FROM DELIA.
 KE0821'2.0 MILES EAST ALONG THE ROAD LEADING TO THE MISSILE SITE FROM
 KE0821'THE SMALL TOWN OF DELIA, THENCE 0.4 MILE NORTH ALONG THE MISSILE
 KE0821'SITE ROAD, THENCE 0.15 MILE EAST ALONG THE ROAD TO THE SECURITY
 KE0821'GATE, CEMENTED IN A DRILL HOLE OF THE WEST CURBING OF THE RAMP
 KE0821'AND ABOUT 20 FEET BELOW THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0925 ***********************************************************************
 JG0925  DESIGNATION -  DELANEY
 JG0925  PID         -  JG0925
 JG0925  STATE/COUNTY-  KS/NESS
 JG0925  USGS QUAD   -  NESS CITY SW (1970)
 JG0925
 JG0925                         *CURRENT SURVEY CONTROL
 JG0925  ___________________________________________________________________
 JG0925* NAD 83(1997)-  38 20 02.27105(N)    099 53 20.31137(W)     ADJUSTED  
 JG0925* NAVD 88     -       713.2    (meters)    2340.     (feet)  VERTCON   
 JG0925  ___________________________________________________________________
 JG0925  X           -    -860,425.601 (meters)                     COMP
 JG0925  Y           -  -4,935,623.451 (meters)                     COMP
 JG0925  Z           -   3,935,015.109 (meters)                     COMP
 JG0925  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 JG0925  ELLIP HEIGHT-         687.37  (meters)          (10/02/98) GPS OBS
 JG0925  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0925
 JG0925  HORZ ORDER  -  SECOND
 JG0925  ELLP ORDER  -  FOURTH    CLASS I
 JG0925
 JG0925.The horizontal coordinates were established by classical geodetic methods
 JG0925.and adjusted by the National Geodetic Survey in October 1998..
 JG0925
 JG0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0925
 JG0925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JG0925
 JG0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0925
 JG0925.The ellipsoidal height was determined by GPS observations
 JG0925.and is referenced to NAD 83.
 JG0925
 JG0925.The geoid height was determined by GEOID03.
 JG0925
 JG0925;                    North         East     Units Scale Factor Converg.
 JG0925;SPC KS S     -   585,952.480   278,567.278   MT  0.99996226   -0 51 12.8
 JG0925;UTM  14      - 4,243,243.959   422,304.891   MT  0.99967434   -0 33 05.1
 JG0925
 JG0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0925!SPC KS S     -   0.99989216  x   0.99996226  =   0.99985442
 JG0925!UTM  14      -   0.99989216  x   0.99967434  =   0.99956653
 JG0925
 JG0925|---------------------------------------------------------------------|
 JG0925| PID    Reference Object                     Distance      Geod. Az  |
 JG0925|                                                           dddmmss.s |
 JG0925| CK8508 DELANEY RM 1                         15.425 METERS 16317     |
 JG0925| JG0926 NESS CITY RAD STA KAN 69 MAST        35.930 METERS 22308     |
 JG0925| CK8509 DELANEY RM 2                         15.864 METERS 27419     |
 JG0925| CK8507 DELANEY AZ MK                                      3343251.6 |
 JG0925|---------------------------------------------------------------------|
 JG0925
 JG0925                          SUPERSEDED SURVEY CONTROL
 JG0925
 JG0925  NAD 83(1986)-  38 20 02.28044(N)    099 53 20.31123(W) AD(       ) 2
 JG0925  NAD 27      -  38 20 02.22103(N)    099 53 18.85868(W) AD(       ) 2
 JG0925  NGVD 29 (10/18/91)  712.9    (m)         2339.     (f) GPS OBS        
 JG0925
 JG0925.Superseded values are not recommended for survey control.
 JG0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0925.See file dsdata.txt to determine how the superseded data were derived.
 JG0925
 JG0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2230543244(NAD 83)
 JG0925_MARKER: DS = TRIANGULATION STATION DISK
 JG0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0925_SP_SET: CONCRETE POST
 JG0925_STAMPING: DELANEY 1964
 JG0925_MARK LOGO: CGS   
 JG0925_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0925+STABILITY: SURFACE MOTION
 JG0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0925+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1991
 JG0925
 JG0925  HISTORY     - Date     Condition        Report By
 JG0925  HISTORY     - 1964     MONUMENTED       CGS
 JG0925  HISTORY     - 1964     GOOD             CGS
 JG0925  HISTORY     - 19910411 GOOD             NGS
 JG0925
 JG0925                          STATION DESCRIPTION
 JG0925
 JG0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0925'THE STATION IS 8 MILES SOUTH OF NESS CITY, 0.5 MILE EAST OF U.S.
 JG0925'HIGHWAY 283, ON THE NORTH CENTRAL SIDE OF SECTION 8, T 20 S, R 23 W,
 JG0925'AND ON PROPERTY OWNED BY MR. WILBUR DELANEY.
 JG0925'
 JG0925'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND STATE
 JG0925'HIGHWAY 96, IN NESS CITY, GO SOUTH ON HIGHWAY 283 FOR 7.25 MILES TO
 JG0925'A CROSSROAD, (JUNCTION COUNTY ROUTE 528) AND THE AZIMUTH MARK (BM
 JG0925'F 27) IN THE NORTHWEST ANGLE.  CONTINUE SOUTH ON HIGHWAY 283 FOR
 JG0925'1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON A
 JG0925'GRAVEL ROAD FOR 0.5 MILE TO A RADIO MAST AND THE STATION ON THE
 JG0925'RIGHT.
 JG0925'
 JG0925'STATION MARKS ARE STANDARD DISKS STAMPED DELANEY 1964.  THE SURFACE
 JG0925'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 JG0925'IS 36 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 28 FEET WEST OF
 JG0925'THE CENTER OF A FIELD ROAD, 12.5 FEET WEST OF A STONE CORNER FENCE
 JG0925'POST, 4 FEET SOUTH OF A FENCE AND 4 FEET SOUTHEAST OF A METAL
 JG0925'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 JG0925'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 JG0925'
 JG0925'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DELANEY NO 1 1964,
 JG0925'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 JG0925'52 FEET SOUTH OF THE CORNER FENCE POST AND 1 FOOT WEST OF A FENCE.
 JG0925'
 JG0925'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DELANEY NO 2 1964,
 JG0925'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 JG0925'64 FEET WEST OF THE CORNER FENCE POST, 32 FEET SOUTH OF THE CENTER
 JG0925'OF THE GRAVEL ROAD AND 1 FOOT SOUTH OF A FENCE.
 JG0925'
 JG0925'BM F 27, IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 JG0925'DISK STAMPED F 27 1934, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 JG0925'10 INCHES.  IT IS 87 FEET WEST OF THE CENTER OF HIGHWAY 283, 53
 JG0925'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 40 FEET NORTHWEST OF A
 JG0925'FENCE CORNER POST AND 21 FEET NORTH OF A FENCE.
 JG0925'
 JG0925'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 JG0925
 JG0925                          STATION RECOVERY (1964)
 JG0925
 JG0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JG0925'RECOVERED IN GOOD CONDITION.
 JG0925
 JG0925                          STATION RECOVERY (1991)
 JG0925
 JG0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JG0925'STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTH OF NESS CITY, 0.5 MI
 JG0925'(0.8 KM) EAST OF U.S. HIGHWAY 283, ON THE NORTH CENTRAL SIDE OF
 JG0925'SECTION 8, T 20 S, R 23 W,.  OWNERSHIP-MR. WILBUR DELANEY.
 JG0925'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND STATE
 JG0925'ROUTE 96 IN NESS CITY, GO SOUTH ALONG U.S. HIGHWAY 283 FOR 7.25 MI
 JG0925'(11.67 KM) TO A CROSSROADS (JUNCTION OF COUNTY ROAD 528). CONTINUE
 JG0925'SOUTH ALONG U.S.HIGHWAY 283 FOR 1.0 MI (1.6 KM) TO A SIDE ROAD ON THE
 JG0925'LEFT. TURN LEFT, EAST, ALONG GRAVEL ROAD FOR 0.5 MI (0.8 KM) TO THE
 JG0925'STATION ON THE RIGHT AT A FIELD ENTRANCE ROAD.
 JG0925'STATION IS 34.0 FT (10.4 M) SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 JG0925'13.0 FT (4.0 M) WEST OF A STONE FENCE CORNER POST, 28.0 FT (8.5 M)
 JG0925'WEST OF THE CENTER OF THE FIELD ROAD, 4.0 FT (1.2 M) SOUTH OF A
 JG0925'FENCELINE, 5.0 FT (1.5 M) SOUTH OF A METAL WITNESS POST, AND ABOUT
 JG0925'5-CM ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1482 ***********************************************************************
 JF1482  DESIGNATION -  DELAVAN
 JF1482  PID         -  JF1482
 JF1482  STATE/COUNTY-  KS/MORRIS
 JF1482  USGS QUAD   -  HERINGTON (1972)
 JF1482
 JF1482                         *CURRENT SURVEY CONTROL
 JF1482  ___________________________________________________________________
 JF1482* NAD 83(1997)-  38 37 52.56153(N)    096 53 36.28331(W)     ADJUSTED  
 JF1482* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 JF1482  ___________________________________________________________________
 JF1482  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 JF1482  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 JF1482
 JF1482  HORZ ORDER  -  SECOND
 JF1482
 JF1482.The horizontal coordinates were established by classical geodetic methods
 JF1482.and adjusted by the National Geodetic Survey in October 1998..
 JF1482
 JF1482.The orthometric height was scaled from a topographic map.
 JF1482
 JF1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1482
 JF1482.The geoid height was determined by GEOID03.
 JF1482
 JF1482;                    North         East     Units Scale Factor Converg.
 JF1482;SPC KS N     -    33,662.616   496,354.319   MT  1.00001488   +0 42 00.6
 JF1482;SPC KS S     -   619,255.027   539,887.346   MT  1.00001342   +0 59 14.3
 JF1482;UTM  14      - 4,277,964.187   683,365.336   MT  1.00001406   +1 18 55.9
 JF1482
 JF1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1482!SPC KS N     -   0.99993430  x   1.00001488  =   0.99994918
 JF1482!SPC KS S     -   0.99993430  x   1.00001342  =   0.99994772
 JF1482!UTM  14      -   0.99993430  x   1.00001406  =   0.99994836
 JF1482
 JF1482:                Primary Azimuth Mark                     Grid Az
 JF1482:SPC KS N     -  HERINGTON ARMY AIR BASE SPIPE            045 06 35.4
 JF1482:SPC KS S     -  HERINGTON ARMY AIR BASE SPIPE            044 49 21.7
 JF1482:UTM  14      -  HERINGTON ARMY AIR BASE SPIPE            044 29 40.1
 JF1482
 JF1482|---------------------------------------------------------------------|
 JF1482| PID    Reference Object                     Distance      Geod. Az  |
 JF1482|                                                           dddmmss.s |
 JF1482| JF1476 HERINGTON ARMY AIR BASE SPIPE       APPROX. 9.6 KM 0454836.0 |
 JF1482| CL5044 DELAVAN RM 1                         14.519 METERS 17820     |
 JF1482| CL5043 DELAVAN AZ MK                                      1811120.1 |
 JF1482| CL5045 DELAVAN RM 2                         13.699 METERS 26955     |
 JF1482| JF1481 HERINGTON MUNICIPAL TANK            APPROX. 5.9 KM 3141307.1 |
 JF1482|---------------------------------------------------------------------|
 JF1482
 JF1482                          SUPERSEDED SURVEY CONTROL
 JF1482
 JF1482  NAD 83(1986)-  38 37 52.57012(N)    096 53 36.28082(W) AD(       ) 2
 JF1482  NAD 27      -  38 37 52.53721(N)    096 53 35.23676(W) AD(       ) 2
 JF1482
 JF1482.Superseded values are not recommended for survey control.
 JF1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1482.See file dsdata.txt to determine how the superseded data were derived.
 JF1482
 JF1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH8336577964(NAD 83)
 JF1482_MARKER: DS = TRIANGULATION STATION DISK
 JF1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1482
 JF1482  HISTORY     - Date     Condition        Report By
 JF1482  HISTORY     - 1956     MONUMENTED       CGS
 JF1482  HISTORY     - 1968     GOOD             CGS
 JF1482
 JF1482                          STATION DESCRIPTION
 JF1482
 JF1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1482'THE STATION IS LOCATED ON THE EAST SIDE OF A GRAVELED ROAD ABOUT 5
 JF1482'MILES NORTHWEST OF BURDICK, ABOUT 4-1/2 MILES SOUTHWEST OF
 JF1482'DELAVAN, ABOUT 4 MILES SOUTHEAST OF HERINGTON, ON HIGHWAY PROPERTY.
 JF1482'IT IS 22 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 4 FEET
 JF1482'SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET WEST OF A FENCE.
 JF1482'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DELAVAN 1956.
 JF1482'
 JF1482'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DELAVAN, GO NORTH
 JF1482'ON A GRAVELED STREET FOR 0.05 MILE TO THE JUNCTION OF U.S. HIGHWAY
 JF1482'56.  TURN LEFT AND GO WEST ON U.S. HIGHWAY 56 FOR 3.0 MILES TO A
 JF1482'RAILROAD UNDERPASS.  CONTINUE WEST ON U.S. HIGHWAY 56 FOR 1.3
 JF1482'MILES TO A GRAVEL CROSSROAD (THE MITCHELL VALLEY CEMETERY IN THE
 JF1482'SOUTHWEST ANGLE OF THE INTERSECTION).  TURN LEFT AND GO SOUTH ON
 JF1482'A GRAVELED ROAD FOR 1.95 MILES TO A GRAVELED CROSSROAD.  CONTINUE
 JF1482'SOUTH ON GRAVELED ROAD FOR 0.5 MILE TO THE STATION ON THE
 JF1482'LEFT.
 JF1482'
 JF1482'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 JF1482'ROAD FOR 0.5 MILE TO A DIRT CROSSROAD AND THE MARK ON THE RIGHT.
 JF1482'
 JF1482'REFERENCE MARK 1 IS 22 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 JF1482'ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 1 INCH AND THE
 JF1482'DISK IS STAMPED DELAVAN NO 1 1956.
 JF1482'
 JF1482'REFERENCE MARK 2 IS 22 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 JF1482'ROAD, 52 FEET NORTH OF THE CENTERLINE OF A FARM LANE AND 1 FOOT
 JF1482'EAST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JF1482'STAMPED DELAVAN NO 2 1956.
 JF1482'
 JF1482'THE AZIMUTH MARK IS 22 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JF1482'ROAD, 24 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD, 1 FOOT NORTH
 JF1482'OF A WHITE WITNESS POST, 2 FEET EAST OF A FENCE CORNER AND 3 FEET
 JF1482'NORTHEAST OF A POWER LINE POLE.  THE MARK PROJECTS 4 INCHES AND
 JF1482'THE DISK IS STAMPED DELAVAN 1956.
 JF1482'
 JF1482'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1482
 JF1482                          STATION RECOVERY (1968)
 JF1482
 JF1482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1482'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JF1482'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 JF1482'IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1482'RECOVERY.
 JF1482'
 JF1482'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 56 AND 77
 JF1482'AT THE SOUTHEAST SIDE OF HERRINGTON, TO EAST ON U.S. HIGHWAY 56
 JF1482'FOR 2.0 MILES TO A CROSSROAD AND THE MITCHELL VALLEY CEMETERY IN
 JF1482'THE SOUTHEAST ANGLE.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 JF1482'FOR 1.95 MILES TO A GRAVELED CROSSROAD.  CONTINUE SOUTH ON THE
 JF1482'GRAVELED ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 JF1482'(CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH
 JF1482'MARK ON THE RIGHT.)
 JF1482'
 JF1482'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 JF1482'
 JF1482'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1007 ***********************************************************************
 KF1007  DESIGNATION -  DELIA
 KF1007  PID         -  KF1007
 KF1007  STATE/COUNTY-  KS/JACKSON
 KF1007  USGS QUAD   -  EMMETT (1978)
 KF1007
 KF1007                         *CURRENT SURVEY CONTROL
 KF1007  ___________________________________________________________________
 KF1007* NAD 83(1997)-  39 15 13.13249(N)    096 02 04.60237(W)     ADJUSTED  
 KF1007* NAVD 88     -       368.43   (+/-2cm)    1208.8    (feet)  VERTCON   
 KF1007  ___________________________________________________________________
 KF1007  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 KF1007  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 KF1007
 KF1007  HORZ ORDER  -  FIRST
 KF1007  VERT ORDER  -  THIRD ? (See Below)
 KF1007
 KF1007.The horizontal coordinates were established by classical geodetic methods
 KF1007.and adjusted by the National Geodetic Survey in October 1998..
 KF1007
 KF1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1007.The vertical order pertains to the NGVD 29 superseded value.
 KF1007
 KF1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1007
 KF1007.The geoid height was determined by GEOID03.
 KF1007
 KF1007;                    North         East     Units Scale Factor Converg.
 KF1007;SPC KS N     -   104,006.267   569,624.332   MT  0.99995685   +1 14 36.7
 KF1007;UTM  14      - 4,349,116.753   755,881.848   MT  1.00040626   +1 52 38.6
 KF1007;UTM  15      - 4,349,314.873   238,143.778   MT  1.00044436   -1 55 16.5
 KF1007
 KF1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1007!SPC KS N     -   0.99994701  x   0.99995685  =   0.99990386
 KF1007!UTM  14      -   0.99994701  x   1.00040626  =   1.00035325
 KF1007!UTM  15      -   0.99994701  x   1.00044436  =   1.00039134
 KF1007
 KF1007|---------------------------------------------------------------------|
 KF1007| PID    Reference Object                     Distance      Geod. Az  |
 KF1007|                                                           dddmmss.s |
 KF1007| CL6370 DELIA RM 1                           38.062 METERS 09721     |
 KF1007| CL6372 DELIA RM 3                           21.983 METERS 17553     |
 KF1007| CL6369 DELIA AZ MK                                        1824401.2 |
 KF1007| KF1015 ST MARYS CATHOLIC COLLEGE TANK      APPROX. 7.1 KM 1961929.0 |
 KF1007| CL6371 DELIA RM 2                           38.062 METERS 19922     |
 KF1007| KF1016 ST MARYS MUNICIPAL TANK             APPROX. 6.6 KM 2044027.6 |
 KF1007| KF1009 BOMBING RANGE OBSERVATION TWR       APPROX.14.9 KM 3145703.3 |
 KF1007|---------------------------------------------------------------------|
 KF1007
 KF1007                          SUPERSEDED SURVEY CONTROL
 KF1007
 KF1007  NAD 83(1997)-  39 15 13.13874(N)    096 02 04.59851(W) AD(       ) 1
 KF1007  NAD 83(1986)-  39 15 13.13880(N)    096 02 04.59828(W) AD(       ) 1
 KF1007  NAD 27      -  39 15 13.15200(N)    096 02 03.62300(W) AD(       ) 1
 KF1007  NGVD 29 (07/19/86)  368.32   (m)         1208.4    (f) LEVELING    3  
 KF1007
 KF1007.Superseded values are not recommended for survey control.
 KF1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1007.See file dsdata.txt to determine how the superseded data were derived.
 KF1007
 KF1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5588249117(NAD 83)
 KF1007_MARKER: DS = TRIANGULATION STATION DISK
 KF1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1007_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1007
 KF1007  HISTORY     - Date     Condition        Report By
 KF1007  HISTORY     - 1934     MONUMENTED       CGS
 KF1007  HISTORY     - 1947     GOOD             CGS
 KF1007  HISTORY     - 1950     GOOD             CGS
 KF1007  HISTORY     - 1960     GOOD             CGS
 KF1007  HISTORY     - 1965     GOOD             CGS
 KF1007
 KF1007                          STATION DESCRIPTION
 KF1007
 KF1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KF1007'STATION IS IN THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF
 KF1007'SEC. 24, T. 9 S., R. 12 E., 4 MILES WEST AND 1 MILE NORTH OF THE
 KF1007'TOWN OF DELIA, ON A FLAT-TOPPED ROCKY KNOLL THAT DROPS OFF STEEP
 KF1007'TO THE NORTHEAST AND SOUTH AND FLAT TO THE WEST, ON LAND OWNED
 KF1007'BY MIKE BROWN.
 KF1007'
 KF1007'TO REACH FROM THE POST OFFICE IN DELIA, GO ONE BLOCK NORTH, TURN
 KF1007'LEFT AND GO WEST 0.15 MILE THEN RIGHT (NORTH) 0.2 MILE, THEN LEFT
 KF1007'(WEST) ON SECTION-LINE ROAD, 3.5 MILES TO A T-FORK, THEN RIGHT
 KF1007'(NORTH) ON SECTION-LINE ROAD 0.55 MILE TO TOP OF HILL, THEN RIGHT
 KF1007'(EAST) 75 YARDS TO STATION.
 KF1007'
 KF1007'REFERENCE MARK NO. 1 IS EAST OF STATION 35.300 METERS
 KF1007'(115.81 FEET).
 KF1007'
 KF1007'REFERENCE MARK NO. 2 IS SOUTH OF STATION 38.062
 KF1007'METERS (124.88 FEET).
 KF1007'
 KF1007'AZIMUTH MARK IS 0.9 MILE SOUTH OF STATION, 25 FEET
 KF1007'EAST OF CENTERLINE OF ROAD, IN FENCE LINE.
 KF1007'
 KF1007'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 KF1007
 KF1007                          STATION RECOVERY (1947)
 KF1007
 KF1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1007'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO 1 WERE RECOVERED
 KF1007'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS FOUND
 KF1007'AND A NEW REFERENCE MARK NO 3 WAS ESTABLISHED.  A COMPLETE
 KF1007'DESCRIPTION FOLLOWS.
 KF1007'
 KF1007'THE STATION IS LOCATED ABOUT 4.0 MILES WEST AND 1.0 MILE NORTH OF
 KF1007'DELIA AND 4.5 MILES NORTH-NORTHEAST OF ST. MARYS IN THE SOUTHWEST
 KF1007'CORNER OF NORTHWEST 1/4 OF SECTION 24, T. 9 S. R. 12 E. ON THE
 KF1007'EASTERN POINT OF A ROCKY RIDGE WITH STEEP SLOPES TO THE NORTH,
 KF1007'EAST AND SOUTH AND FLAT TO THE WEST.  IT IS ABOUT 0.05 MILE EAST
 KF1007'OF A NORTH-SOUTH SECTION LINE ROAD AND 126 FEET NORTHEAST OF THE
 KF1007'SOUTHWEST BREAK OF THE ROCKY LEDGE.  IT IS STAMPED DELIA 1934
 KF1007'AND PROJECTS 8 INCHES.
 KF1007'
 KF1007'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET IN BEDROCK ON
 KF1007'THE EAST SLOPE OF THE RIDGE.  IT IS STAMPED DELIA 1934 AND SET
 KF1007'FLUSH WITH THE ROCK SURFACE.
 KF1007'
 KF1007'REFERENCE MARK NO 3 IS SOUTH OF THE STATION, SET IN BEDROCK AND
 KF1007'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED DELIA NO 3
 KF1007'1947 AND SET FLUSH WITH THE ROCK SURFACE.
 KF1007'
 KF1007'THE AZIMUTH MARK IS ABOUT 0.9 MILE SOUTH OF THE STATION, SET IN
 KF1007'THE NORTH-SOUTH FENCE LINE, 25 FEET EAST OF THE CENTER OF THE
 KF1007'NORTH-SOUTH SECTION LINE ROAD.  IT IS STAMPED DELIA AZI 1934
 KF1007'AND PROJECTS 10 INCHES.
 KF1007'
 KF1007'TO REACH THE STATION FROM THE RAILROAD STATION IN ST. MARYS, GO
 KF1007'NORTH ON STATE ROUTE 63 FOR 3.2 MILES TO A SIDE ROAD RIGHT
 KF1007'AT A SMALL SCHOOL HOUSE, TURN RIGHT AND GO EAST ON SECTION LINE
 KF1007'ROAD FOR 1.5 MILES, THEN LEFT NORTH FOR 0.2 MILE TO THE AZIMUTH
 KF1007'MARK ON THE RIGHT IN FENCE LINE AS DESCRIBED, CONTINUE NORTH ON
 KF1007'SECTION LINE ROAD FOR 0.9 MILE TO A GATE IN WIRE FENCE LINE ON
 KF1007'THE RIGHT, PASS THROUGH GATE AND BEAR SOUTHEAST FOR ABOUT 0.05
 KF1007'MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 KF1007'
 KF1007'A 4 FOOT SIGNAL AT STATION ADAMS 1888 IS V.G.
 KF1007'
 KF1007'A 4 FOOT SIGNAL AT STATION BEL IS VISIBLE AT 37 FEET.
 KF1007'
 KF1007'A 47 FOOT SIGNAL AT STATION SHAW IS VISIBLE AT 37 FEET.
 KF1007'
 KF1007'A 47 FOOT SIGNAL AT STATION EMMETT IS VISIBLE FROM THE GROUND.
 KF1007'
 KF1007'A 4 FOOT SIGNAL AT STATION RANGE IS VISIBLE FROM THE GROUND.
 KF1007'
 KF1007'A 74 FOOT SIGNAL AT STATION AVOCA 1934 IS VISIBLE FROM THE GROUND.
 KF1007
 KF1007                          STATION RECOVERY (1950)
 KF1007
 KF1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KF1007'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED AS
 KF1007'DESCRIBED BY R.L.E., 1947 AND ALL MARKS WERE FOUND IN GOOD
 KF1007'CONDITION.
 KF1007
 KF1007                          STATION RECOVERY (1960)
 KF1007
 KF1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 KF1007'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 KF1007'THE 1947 DESCRIPTION.  THE 1947 DESCRIPTION TO REACH IS ADEQUATE.
 KF1007
 KF1007                          STATION RECOVERY (1965)
 KF1007
 KF1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1007'THE STATION MARK WAS RECOVERED AS DESCRIBED IN THE 1947 RECOVERY
 KF1007'DESCRIPTION AND FOUND TO BE IN GOOD CONDITION.  THE MARK IS
 KF1007'SURROUNDED BY AN AREA OF LARGE OUTCROP OF ROCK ABOUT 71 PACES EAST
 KF1007'OF THE CENTERLINE OF THE ROAD AND A METAL WITNESS POST AND SIGN IS
 KF1007'3 FEET NORTH OF THE MARK.  IT PROJECTS 12 INCHES.
 KF1007'
 KF1007'REFERENCE MARKS NOS 1 AND 3 WERE RECOVERED AS DESCRIBED AND FOUND TO
 KF1007'BE IN GOOD CONDITION, A METAL WITNESS POST AND SIGN IS 1 FOOT NORTH
 KF1007'OF THE MARK.
 KF1007'
 KF1007'AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION, IT IS
 KF1007'ABOUT 0.9 MILE SOUTH OF THE STATION ON THE HIGH BANK OF THE ROAD,
 KF1007'1 FOOT WEST OF FENCELINE, AND 2 FEET NORTH OF A METAL WITNESS POST
 KF1007'AND SIGN, IT PROJECTS ABOUT 6 INCHES.
 KF1007'
 KF1007'TO REACH THE STATION FROM THE RAILROAD STATION IN ST. MARYS, GO NORTH
 KF1007'ON STATE HIGHWAY 63 FOR 3.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 KF1007'GO EAST AND NORTH ON THE GRAVELED ROAD 3.6 MILES, THE AZIMUTH MARK
 KF1007'IS ON THE HIGH BANK ON EAST SIDE OF THE ROAD, CONTINUE 0.3 MILE TO A
 KF1007'SIDE ROAD LEFT, TURN LEFT, GO NORTH ON A DIRT ROAD 0.65 MILE TO
 KF1007'TOP OF THE GRADE AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0910 ***********************************************************************
 KF0910  DESIGNATION -  DELPHOS MUNICIPAL TANK
 KF0910  PID         -  KF0910
 KF0910  STATE/COUNTY-  KS/OTTAWA
 KF0910  USGS QUAD   -  GLASCO (1979)
 KF0910
 KF0910                         *CURRENT SURVEY CONTROL
 KF0910  ___________________________________________________________________
 KF0910* NAD 83(1997)-  39 16 28.65740(N)    097 46 01.47379(W)     ADJUSTED  
 KF0910* NAVD 88     -                                                        
 KF0910  ___________________________________________________________________
 KF0910  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 KF0910  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 KF0910
 KF0910  HORZ ORDER  -  THIRD
 KF0910
 KF0910.The horizontal coordinates were established by classical geodetic methods
 KF0910.and adjusted by the National Geodetic Survey in October 1998..
 KF0910
 KF0910
 KF0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0910
 KF0910.The geoid height was determined by GEOID03.
 KF0910
 KF0910;                    North         East     Units Scale Factor Converg.
 KF0910;SPC KS N     -   104,520.321   420,098.245   MT  0.99995694   +0 08 50.5
 KF0910;UTM  14      - 4,347,977.370   606,348.762   MT  0.99973926   +0 46 50.0
 KF0910
 KF0910                          SUPERSEDED SURVEY CONTROL
 KF0910
 KF0910  NAD 83(1986)-  39 16 28.66590(N)    097 46 01.47239(W) AD(       ) 4
 KF0910  NAD 27      -  39 16 28.66500(N)    097 46 00.33100(W) AD(       ) 3
 KF0910
 KF0910.Superseded values are not recommended for survey control.
 KF0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0910.See file dsdata.txt to determine how the superseded data were derived.
 KF0910
 KF0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ0634947977(NAD 83)
 KF0910_MARKER: 53 = ELEVATED TANK
 KF0910
 KF0910  HISTORY     - Date     Condition        Report By
 KF0910  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0910  HISTORY     - 1963     GOOD             CGS
 KF0910
 KF0910                          STATION DESCRIPTION
 KF0910
 KF0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0910'THE STATION IS LOCATED ABOUT 1/2 BLOCK NORTHWEST OF THE CENTER
 KF0910'OF THE BUSINESS DISTRICT IN DELPHOS, 100 FEET WEST OF NORTH-SOUTH
 KF0910'STREET.  IT IS AN ALUMINUM COLORED TANK SUPPORTED BY A 4 LEGGED
 KF0910'STEEL STRUCTURE AND HAS AN OVERALL HEIGHT OF 150 FEET.
 KF0910'THE WORD DELPHOS IS ON THE NORTH AND SOUTH SIDES OF THE TANK.
 KF0910'THE POINT OBSERVED UPON WAS THE APEX OF THE TANK.
 KF0910
 KF0910                          STATION RECOVERY (1963)
 KF0910
 KF0910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0910'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0912 ***********************************************************************
 KF0912  DESIGNATION -  DELPHOS NAT GAS MICROWAVE MAST
 KF0912  PID         -  KF0912
 KF0912  STATE/COUNTY-  KS/OTTAWA
 KF0912  USGS QUAD   -  GLASCO SW (1979)
 KF0912
 KF0912                         *CURRENT SURVEY CONTROL
 KF0912  ___________________________________________________________________
 KF0912* NAD 83(1997)-  39 15 47.92565(N)    097 52 44.43598(W)     ADJUSTED  
 KF0912* NAVD 88     -                                                        
 KF0912  ___________________________________________________________________
 KF0912  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 KF0912  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 KF0912
 KF0912  HORZ ORDER  -  THIRD
 KF0912
 KF0912.The horizontal coordinates were established by classical geodetic methods
 KF0912.and adjusted by the National Geodetic Survey in October 1998..
 KF0912.No horizontal observational check was made to the station.
 KF0912
 KF0912
 KF0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0912
 KF0912.The geoid height was determined by GEOID03.
 KF0912
 KF0912;                    North         East     Units Scale Factor Converg.
 KF0912;SPC KS N     -   103,245.373   410,441.518   MT  0.99995688   +0 04 35.6
 KF0912;UTM  14      - 4,346,596.122   596,708.928   MT  0.99971515   +0 42 34.2
 KF0912
 KF0912                          SUPERSEDED SURVEY CONTROL
 KF0912
 KF0912  NAD 83(1986)-  39 15 47.93442(N)    097 52 44.43462(W) AD(       ) 4
 KF0912  NAD 27      -  39 15 47.92939(N)    097 52 43.28646(W) AD(       ) 3
 KF0912
 KF0912.Superseded values are not recommended for survey control.
 KF0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0912.See file dsdata.txt to determine how the superseded data were derived.
 KF0912
 KF0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ9670946596(NAD 83)
 KF0912_MARKER: 44 = MICROWAVE MAST
 KF0912
 KF0912  HISTORY     - Date     Condition        Report By
 KF0912  HISTORY     - 1965     FIRST OBSERVED   CGS
 KF0912
 KF0912                          STATION DESCRIPTION
 KF0912
 KF0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KF0912'THE STATION IS LOCATED ABOUT 6 MILES WEST AND 1 MILE SOUTH OF
 KF0912'DELPHOS, ON THE NORTH SIDE OF COUNTY ROAD 404.
 KF0912'
 KF0912'IT IS A SLENDER STEEL STRUCTURE, PAINTED RED AND WHITE, GUYED, WITH
 KF0912'TWO LARGE REFLECTORS ON THE TOP OF THE MAST, AND HAS AN OVERALL
 KF0912'HEIGHT OF 150 FEET.
 KF0912'
 KF0912'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LIME 1950,
 KF0912'DISTANCE BEING 239.6 FEET NORTHWEST OF STATION LIME.  THE CENTER OF
 KF0912'THE BASE OF THE MICROWAVE MAST WAS THE POINT TRAVERSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1209 ***********************************************************************
 KE1209  DESIGNATION -  DENISON
 KE1209  PID         -  KE1209
 KE1209  STATE/COUNTY-  KS/JACKSON
 KE1209  USGS QUAD   -  MAYETTA (1978)
 KE1209
 KE1209                         *CURRENT SURVEY CONTROL
 KE1209  ___________________________________________________________________
 KE1209* NAD 83(1997)-  39 21 40.87447(N)    095 38 20.77792(W)     ADJUSTED  
 KE1209* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 KE1209  ___________________________________________________________________
 KE1209  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 KE1209  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 KE1209
 KE1209  HORZ ORDER  -  SECOND
 KE1209
 KE1209.The horizontal coordinates were established by classical geodetic methods
 KE1209.and adjusted by the National Geodetic Survey in October 1998..
 KE1209
 KE1209.The orthometric height was scaled from a topographic map.
 KE1209
 KE1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1209
 KE1209.The geoid height was determined by GEOID03.
 KE1209
 KE1209;                    North         East     Units Scale Factor Converg.
 KE1209;SPC KS N     -   116,774.746   603,440.058   MT  0.99995871   +1 29 37.6
 KE1209;UTM  15      - 4,360,200.033   272,626.314   MT  1.00023658   -1 40 28.1
 KE1209
 KE1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1209!SPC KS N     -   0.99994965  x   0.99995871  =   0.99990837
 KE1209!UTM  15      -   0.99994965  x   1.00023658  =   1.00018622
 KE1209
 KE1209|---------------------------------------------------------------------|
 KE1209| PID    Reference Object                     Distance      Geod. Az  |
 KE1209|                                                           dddmmss.s |
 KE1209| CL6377 DENISON RM 1                         25.638 METERS 11729     |
 KE1209| KE1247 HOYT MUNICIPAL TANK                 APPROX.13.8 KM 2042811.2 |
 KE1209| KE1208 MAYETTA MUNICIPAL TANK              APPROX. 7.8 KM 2501217.6 |
 KE1209| CL6378 DENISON RM 2                         18.303 METERS 26808     |
 KE1209| CL6376 DENISON AZ MK                                      2692011.2 |
 KE1209| KE1210 HOLTON MUNICIPAL STANDPIPE          APPROX.15.1 KM 3204809.3 |
 KE1209| KE1211 HOLTON COOP ELEVATOR                APPROX.13.9 KM 3263132.3 |
 KE1209|---------------------------------------------------------------------|
 KE1209
 KE1209                          SUPERSEDED SURVEY CONTROL
 KE1209
 KE1209  NAD 83(1997)-  39 21 40.88138(N)    095 38 20.77405(W) AD(       ) 2
 KE1209  NAD 83(1986)-  39 21 40.88109(N)    095 38 20.77363(W) AD(       ) 2
 KE1209  NAD 27      -  39 21 40.89240(N)    095 38 19.84050(W) AD(       ) 2
 KE1209
 KE1209.Superseded values are not recommended for survey control.
 KE1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1209.See file dsdata.txt to determine how the superseded data were derived.
 KE1209
 KE1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD7262660200(NAD 83)
 KE1209_MARKER: DS = TRIANGULATION STATION DISK
 KE1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1209
 KE1209  HISTORY     - Date     Condition        Report By
 KE1209  HISTORY     - 1960     MONUMENTED       CGS
 KE1209
 KE1209                          STATION DESCRIPTION
 KE1209
 KE1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1209'THE STATION IS ABOUT 4-1/2 MILES EAST AND 1-1/2 MILES NORTH OF
 KE1209'MAYETTA ON THE NORTH RIGHT-OF-WAY OF AN EAST-WEST SECTION
 KE1209'LINE ROAD.
 KE1209'
 KE1209'TO REACH THE STATION FROM THE POST OFFICE IN MAYETTA GO EAST
 KE1209'ON THE MAIN STREET 0.25 MILE TO A T ROAD INTERSECTION, TURN
 KE1209'LEFT AND GO NORTH ON THE GRAVELED ROAD 0.6 MILE TO A FORK,
 KE1209'TAKE RIGHT FORK AND GO EAST ON THE MAIN TRAVELED ROAD FOR 3.0
 KE1209'MILES TO A T ROAD LEFT, FARM BUILDINGS IN THE NORTHEAST
 KE1209'ANGLE.  HERE TURN LEFT AND GO NORTH 1.0 MILE TO A T ROAD RIGHT,
 KE1209'TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 0.9 MILE TO
 KE1209'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE GRAVELED
 KE1209'AND DIRT ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 KE1209'
 KE1209'THE STATION MARK, STAMPED DENISON 1960, IS A STANDARD DISK
 KE1209'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 KE1209'INCHES.  IT IS 20 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 KE1209'4 FEET WEST OF THE WITNESS POST AND 8 INCHES NORTH OF AN
 KE1209'EAST-WEST FENCE LINE.
 KE1209'
 KE1209'REFERENCE MARK NO. 1, STAMPED DENISON NO 1 1960, IS A STANDARD
 KE1209'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 KE1209'PROJECTS 5 INCHES.  IT IS 19 FEET SOUTH OF THE CENTER OF
 KE1209'THE DIRT ROAD.
 KE1209'
 KE1209'REFERENCE MARK NO. 2, STAMPED DENISON NO 2 1960, IS A STANDARD
 KE1209'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 KE1209'PROJECTS 3 INCHES.  IT IS 16 FEET NORTH OF THE CENTER OF THE
 KE1209'DIRT ROAD AND 1-1/2 FEET SOUTH OF THE EAST-WEST FENCE LINE.
 KE1209'
 KE1209'THE AZIMUTH MARK, STAMPED DENISON 1960, IS A STANDARD DISK SET IN
 KE1209'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 KE1209'INCHES.  IT IS 30 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 KE1209'19 FEET EAST OF THE CENTER OF A FIELD ROAD, 2 FEET NORTH
 KE1209'OF A FENCE CORNER AND 2 FEET NORTHEAST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0799 ***********************************************************************
 HE0799  DESIGNATION -  DENNIS ATT CO MICROWAVE MAST
 HE0799  PID         -  HE0799
 HE0799  STATE/COUNTY-  KS/LABETTE
 HE0799  USGS QUAD   -  DENNIS (1973)
 HE0799
 HE0799                         *CURRENT SURVEY CONTROL
 HE0799  ___________________________________________________________________
 HE0799* NAD 83(1997)-  37 17 34.37525(N)    095 24 44.93331(W)     ADJUSTED  
 HE0799* NAVD 88     -                                                        
 HE0799  ___________________________________________________________________
 HE0799  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 HE0799  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 HE0799
 HE0799  HORZ ORDER  -  THIRD
 HE0799
 HE0799.The horizontal coordinates were established by classical geodetic methods
 HE0799.and adjusted by the National Geodetic Survey in October 1998..
 HE0799
 HE0799
 HE0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0799
 HE0799.The geoid height was determined by GEOID03.
 HE0799
 HE0799;                    North         East     Units Scale Factor Converg.
 HE0799;SPC KS S     -   474,033.296   673,716.081   MT  0.99999495   +1 53 50.5
 HE0799;UTM  15      - 4,130,092.183   286,156.045   MT  1.00016334   -1 27 44.1
 HE0799
 HE0799                          SUPERSEDED SURVEY CONTROL
 HE0799
 HE0799  NAD 83(1997)-  37 17 34.37926(N)    095 24 44.93297(W) AD(       ) 4
 HE0799  NAD 83(1986)-  37 17 34.38806(N)    095 24 44.91905(W) AD(       ) 4
 HE0799  NAD 27      -  37 17 34.15575(N)    095 24 43.98602(W) AD(       ) 3
 HE0799
 HE0799.Superseded values are not recommended for survey control.
 HE0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0799.See file dsdata.txt to determine how the superseded data were derived.
 HE0799
 HE0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8615630092(NAD 83)
 HE0799_MARKER: 42 = RADIO/TV MAST
 HE0799
 HE0799  HISTORY     - Date     Condition        Report By
 HE0799  HISTORY     - 1966     FIRST OBSERVED   CGS
 HE0799
 HE0799                          STATION DESCRIPTION
 HE0799
 HE0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0799'THE STATION IS THE CENTER OF THE TOP OF A 225 FOOT HIGH, 4 LEGGED
 HE0799'STEEL MAST, MOUNTING 4 FAN SHAPED ANTENNAS.  IT IS 3-1/2 MILES
 HE0799'SOUTH OF DENNIS AND 50 YARDS WEST OF COUNTY ROAD 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1379 ***********************************************************************
 JE1379  DESIGNATION -  DENNY
 JE1379  PID         -  JE1379
 JE1379  STATE/COUNTY-  KS/JOHNSON
 JE1379  USGS QUAD   -  OLATHE (1991)
 JE1379
 JE1379                         *CURRENT SURVEY CONTROL
 JE1379  ___________________________________________________________________
 JE1379* NAD 83(1997)-  38 53 01.87379(N)    094 47 32.18247(W)     ADJUSTED  
 JE1379* NAVD 88     -       327.745  (meters)    1075.28   (feet)  ADJUSTED  
 JE1379  ___________________________________________________________________
 JE1379  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JE1379  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JE1379  DYNAMIC HT  -         327.525 (meters)    1074.55  (feet)  COMP
 JE1379  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 JE1379
 JE1379  HORZ ORDER  -  SECOND
 JE1379  VERT ORDER  -  SECOND    CLASS 0
 JE1379
 JE1379.The horizontal coordinates were established by classical geodetic methods
 JE1379.and adjusted by the National Geodetic Survey in October 1998..
 JE1379
 JE1379.The orthometric height was determined by differential leveling
 JE1379.and adjusted by the National Geodetic Survey in June 1991..
 JE1379
 JE1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1379
 JE1379.The geoid height was determined by GEOID03.
 JE1379
 JE1379.The dynamic height is computed by dividing the NAVD 88
 JE1379.geopotential number by the normal gravity value computed on the
 JE1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1379.degrees latitude (g = 980.6199 gals.).
 JE1379
 JE1379.The modeled gravity was interpolated from observed gravity values.
 JE1379
 JE1379;                    North         East     Units Scale Factor Converg.
 JE1379;SPC KS N     -    66,042.540   678,263.042   MT  0.99997723   +2 01 46.5
 JE1379;UTM  15      - 4,305,414.418   344,545.108   MT  0.99989758   -1 07 31.1
 JE1379
 JE1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1379!SPC KS N     -   0.99995362  x   0.99997723  =   0.99993085
 JE1379!UTM  15      -   0.99995362  x   0.99989758  =   0.99985120
 JE1379
 JE1379:                Primary Azimuth Mark                     Grid Az
 JE1379:SPC KS N     -  DENNY RM 3 AZIMUTH                       015 31 09.7
 JE1379:UTM  15      -  DENNY RM 3 AZIMUTH                       018 40 27.3
 JE1379
 JE1379|---------------------------------------------------------------------|
 JE1379| PID    Reference Object                     Distance      Geod. Az  |
 JE1379|                                                           dddmmss.s |
 JE1379| JE1381 DENNY RM 3 AZIMUTH                                 0173256.2 |
 JE1379| JE1380 DENNY RM 2                           23.579 METERS 02003     |
 JE1379| JE1378 DENNY RM 1                           27.764 METERS 24623     |
 JE1379|---------------------------------------------------------------------|
 JE1379
 JE1379                          SUPERSEDED SURVEY CONTROL
 JE1379
 JE1379  NAD 83(1986)-  38 53 01.88125(N)    094 47 32.18207(W) AD(       ) 2
 JE1379  NAD 27      -  38 53 01.85569(N)    094 47 31.32176(W) AD(       ) 2
 JE1379  NGVD 29 (??/??/92)  327.619  (m)         1074.86   (f) ADJ UNCH    2 0
 JE1379
 JE1379.Superseded values are not recommended for survey control.
 JE1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1379.See file dsdata.txt to determine how the superseded data were derived.
 JE1379
 JE1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4454505414(NAD 83)
 JE1379_MARKER: DS = TRIANGULATION STATION DISK
 JE1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1379_STAMPING: DENNY 1974
 JE1379_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JE1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1379+STABILITY: SURFACE MOTION
 JE1379
 JE1379  HISTORY     - Date     Condition        Report By
 JE1379  HISTORY     - 1974     MONUMENTED       NGS
 JE1379  HISTORY     - 1974     GOOD             NGS
 JE1379  HISTORY     - 1980     GOOD             NGS
 JE1379
 JE1379                          STATION DESCRIPTION
 JE1379
 JE1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1379'THE STATION IS IN THE NORTHWEST ANGLE OF STATE HIGHWAY 150 AND AN
 JE1379'EXIT RAMP FOR INTERSTATE HIGHWAY 35 IN THE EAST EDGE OF OLATHE.  IT
 JE1379'IS IN THE SW 1/4 OF SEC 30, T 13 S R 24 E.
 JE1379'
 JE1379'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON STATE HIGHWAY
 JE1379'150 FOR 0.05 MILE TO FRONTAGE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 JE1379'NORTHWEST ON FRONTAGE ROAD FOR 0.35 MILE TO PRAIRIE STREET AND THE
 JE1379'MARK ON THE LEFT.
 JE1379'
 JE1379'STATION MARKS ARE STANDARD DISKS, STAMPED DENNY 1974.  THE SURFACE
 JE1379'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JE1379'THAT IS FLUSH WITH THE GROUND.  IT IS 51.8 FEET NORTH OF THE CENTER
 JE1379'OF THE WEST BOUND LANE OF STATE HIGHWAY 150 AND 33.0 FEET
 JE1379'NORTH-NORTHEAST OF A METAL LIGHT POST.  THE UNDERGROUND DISK IS SET
 JE1379'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 JE1379'SURFACE.
 JE1379'
 JE1379'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DENNY NO 1 1974,
 JE1379'CEMENTED IN A DRILL HOLE IN THE WEST CURB OF A TRAFFIC DIVIDER
 JE1379'TRIANGLE.  IT IS 15.6 FEET NORTH OF THE CENTER OF THE WEST BOUND
 JE1379'LANE OF STATE HIGHWAY 150, 12.8 FEET SOUTHEAST OF THE CENTER OF
 JE1379'THE EXIT RAMP FOR INTERSTATE HIGHWAY 35 AND ABOUT 1 FOOT LOWER
 JE1379'THAN THE STATION.
 JE1379'
 JE1379'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DENNY NO 2 1974,
 JE1379'CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF A CURB FOR THE
 JE1379'TRAFFIC DIVIDER TRIANGLE.  IT IS 50.2 FEET SOUTHEAST OF A METAL LIGHT
 JE1379'POST, 15.0 FEET WEST OF THE EAST BOUND OFF RAMP OF INTERSTATE
 JE1379'HIGHWAY 35, 14.0 FEET EAST OF THE CENTER OF THE WEST BOUND OFF
 JE1379'RAMP OF INTERSTATE HIGHWAY 35 AND ABOUT 2 FEET LOWER THAN THE
 JE1379'STATION.
 JE1379'
 JE1379'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DENNY NO 3 1974,
 JE1379'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE STORM
 JE1379'DRAIN.  IT IS 49.0 FEET NORTH OF THE CENTER OF PRAIRIE STREET,
 JE1379'28.5 FEET WEST OF THE CENTER OF FRONTAGE ROAD AND 2.0 FEET SOUTHWEST
 JE1379'OF A WITNESS POST.
 JE1379'
 JE1379'(USE) MARK IS A BRONZE DISK OF THE U.S. CORPS OF ENGINEERS, NOT
 JE1379'STAMPED, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT, THAT
 JE1379'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 34.5 FEET NORTH OF THE
 JE1379'CENTER OF STATE HIGHWAY 150, 8.0 FEET EAST OF A CONCRETE SPILLWAY
 JE1379'AND 3.0 FEET EAST OF A WITNESS POST.
 JE1379'
 JE1379'NEAREST TOWN--IN OLATHE.
 JE1379'
 JE1379'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 JE1379
 JE1379                          STATION RECOVERY (1974)
 JE1379
 JE1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1379'IN OLATHE.
 JE1379'AT THE EAST EDGE OF OLATHE, ABOUT 2.5 MILES NORTH ALONG INTERSTATE
 JE1379'HIGHWAY 35 FROM ITS JUNCTION WITH US HIGHWAY 169 AND STATE HIGHWAY 7
 JE1379'AT THE SOUTH EDGE OF OLATHE, IN THE NORTHWEST LOOP OF THE CLOVERLEAF
 JE1379'AT THE JUNCTION OF INTERSTATE HIGHWAY 35 AND STATE HIGHWAY 150, 55
 JE1379'YARDS WEST OF THE NORTHWEST WINGWALL OF A BRIDGE, 51.8 FEET NORTH OF
 JE1379'THE CENTERLINE OF THE WEST BOUND LANE OF STATE HIGHWAY 150, 91.08 FEET
 JE1379'NORTHEAST OF RM 1, 77.35 FEET SOUTH OF RM 2, AND 33.0 FEET
 JE1379'NORTH-NORTHEAST OF A METAL LAMP POLE.  SET IN THE TOP OF A CONCRETE
 JE1379'POST FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH STATE HIGHWAY 150.
 JE1379
 JE1379                          STATION RECOVERY (1980)
 JE1379
 JE1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JE1379'SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3 WERE
 JE1379'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 JE1379'DESTROYED.  THE 1974 DESCRIPTION NOTES A SQUARE-USE-MARK THAT WAS
 JE1379'UNSTAMPED.  A ROUND USE MARK THAT IS STAMPED WAS FOUND.  1974 LEVELING
 JE1379'DATA INDICATES THIS WAS THE MARK LEVELED TO, HOWEVER, IT HAS
 JE1379'APPARENTLY BEEN DISTURBED AS THE ELEVATION FAILED TO CHECK BY 0.034
 JE1379'METER HIGHER AND THE DIRECTION TO THIS MARK, IF IT IS THE SAME,
 JE1379'DIFFERED BY 15 MINUTES, 39 SECONDS LARGER.  THE DISTANCE THIS MARK WAS
 JE1379'0.015 METER SHORTER THAN THE MEASUREMENT IN 1974.  THE DIRECTION TO
 JE1379'REFERENCE MARK 1 WAS 25 SECONDS LARGER THAN 1974 DATA AND THE DISTANCE
 JE1379'WAS 0.005 METER SHORTER.  THE OLATHE FAA-ARTCC MAST IS NOW OBSTRUCTED
 JE1379'BY A TRAFFIC SIGNAL LIGHT POLE.  THE DIRECTION TO THE OLATHE OLD
 JE1379'MUNICIPAL TANK WAS 1.3 SECONDS SMALLER AND TO THE LENEXA INDUSTRIAL
 JE1379'ESTATES WATER TANK WAS 5.2 SECONDS LARGER.  A NEW DESCRIPTION FOLLOWS.
 JE1379'
 JE1379'THE STATION IS AT OLATHE, IN THE NORTHWEST ANGLE OF THE INTERSECTION
 JE1379'OF INTERSTATE HIGHWAY 35 AND STATE HIGHWAY 150, ON HIGHWAY
 JE1379'RIGHT-OF-WAY AND IN THE SW1/4, SEC 30, T13S, R24E.
 JE1379'
 JE1379'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON HIGHWAY 150
 JE1379'FOR 0.05 MILE TO A FRONTAGE ROAD.  TURN RIGHT AND GO NORTH ON THE
 JE1379'FRONTAGE ROAD FOR 0.35 MILE TO PRAIRIE STREET AND THE MARK ON THE
 JE1379'LEFT.
 JE1379'
 JE1379'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED---DENNY 1974---
 JE1379'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 51.8
 JE1379'FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF HIGHWAY 150,
 JE1379'41.0 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE OFF RAMP TO
 JE1379'HIGHWAY 150 WESTBOUND, 41.0 FEET WEST OF THE CENTERLINE OF THE OFF
 JE1379'RAMP TO HIGHWAY 150 EASTBOUND AND 33.0 FEET NORTH-NORTHEAST OF A
 JE1379'LIGHT POLE.  THE UNDERGROUND MARK WAS NOT INSPECTED.  REBAR WAS
 JE1379'DRIVEN ALONG SIDE THE SURFACE MARK.
 JE1379'
 JE1379'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---DENNY NO 1 1974---
 JE1379'SET IN A DRILLED HOLE IN THE WEST END OF THE CURBING OF A TRIANGULAR
 JE1379'PLOT OF LAND FORMED BY THE OFF RAMPS AND HIGHWAY 150.  IT IS 91.0
 JE1379'FEET WEST OF A TRAFFIC SIGNAL POST, 15.5 FEET NORTH OF THE CENTERLINE
 JE1379'OF WESTBOUND HIGHWAY 150, 13.0 FEET SOUTHEAST OF THE CENTERLINE OF
 JE1379'THE OFF RAMP TO WESTBOUND HIGHWAY 150 AND IS ABOUT 1 FOOT LOWER THAN
 JE1379'THE STATION.
 JE1379'
 JE1379'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---DENNY 1974 NO 4
 JE1379'1980---CEMENTED IN A DRILLED HOLE IN THE NORTHEAST CORNER OF THE 3
 JE1379'BY 3 FOOT CONCRETE BASE OF A TRAFFIC SIGNAL.  IT IS 40.0 FEET NORTH
 JE1379'OF THE CENTER OF THE CONCRETE MEDIAN OF HIGHWAY 150, 34.0 FEET WEST
 JE1379'OF THE CENTERLINE OF THE OFF RAMP TO HIGHWAY 150 EASTBOUND, 1 FOOT
 JE1379'NORTHEAST OF THE TRAFFIC SIGNAL POST AND ABOUT 1 FOOT HIGHER THAN
 JE1379'THE STATION.
 JE1379'
 JE1379'BRIDGE USE IS A BRONZE DISK OF THE U.S. CORP OF ENGINEERS, SET IN
 JE1379'THE TOP OF A 6-INCH ROUND CONCRETE POST THAT PROJECTS 1 INCH AND
 JE1379'STAMPED---BRIDGE 1974---.  IT IS 47.6 FEET WEST OF THE NORTHWEST
 JE1379'WINGWALL OF THE OVERPASS BRIDGE OVER THE INTERSTATE HIGHWAY, 32.0
 JE1379'FEET NORTH OF THE CENTERLINE OF HIGHWAY 150, 8.0 FEET EAST OF THE
 JE1379'CENTER OF A SMALL CONCRETE SPILLWAY, 2.7 FEET EAST OF A WITNESS POST
 JE1379'AND ABOUT 2-1/2 FEET HIGHER THAN THE STATION.
 JE1379'
 JE1379'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---DENNY NO 3 1974---
 JE1379'CEMENTED INTO A DRILLED HOLE IN THE SOUTHEAST CORNER OF A 5 BY 5
 JE1379'FOOT, CONCRETE, STORM DRAIN THAT PROJECTS 18 INCHES ABOVE THE GROUND.
 JE1379'IT IS 49.0 FEET NORTH OF THE CENTERLINE OF PRAIRIE STREET, 28.5 FEET
 JE1379'WEST OF THE CENTERLINE OF THE FRONTAGE ROAD AND 2.0 FEET SOUTHWEST OF
 JE1379'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1378 ***********************************************************************
 JE1378  DESIGNATION -  DENNY RM 1
 JE1378  PID         -  JE1378
 JE1378  STATE/COUNTY-  KS/JOHNSON
 JE1378  USGS QUAD   -  OLATHE (1991)
 JE1378
 JE1378                         *CURRENT SURVEY CONTROL
 JE1378  ___________________________________________________________________
 JE1378* NAD 83(1986)-  38 53 02.     (N)    094 47 32.     (W)     SCALED    
 JE1378* NAVD 88     -       327.183  (meters)    1073.43   (feet)  ADJUSTED  
 JE1378  ___________________________________________________________________
 JE1378  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JE1378  DYNAMIC HT  -         326.963 (meters)    1072.71  (feet)  COMP
 JE1378  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 JE1378
 JE1378  VERT ORDER  -  SECOND    CLASS 0
 JE1378
 JE1378.The horizontal coordinates were scaled from a topographic map and have
 JE1378.an estimated accuracy of +/- 6 seconds.
 JE1378
 JE1378.The orthometric height was determined by differential leveling
 JE1378.and adjusted by the National Geodetic Survey in June 1991..
 JE1378
 JE1378.The geoid height was determined by GEOID03.
 JE1378
 JE1378.The dynamic height is computed by dividing the NAVD 88
 JE1378.geopotential number by the normal gravity value computed on the
 JE1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1378.degrees latitude (g = 980.6199 gals.).
 JE1378
 JE1378.The modeled gravity was interpolated from observed gravity values.
 JE1378
 JE1378;                    North         East    Units  Estimated Accuracy
 JE1378;SPC KS N     -    66,050.      678,270.      MT  (+/- 180 meters Scaled)
 JE1378
 JE1378                          SUPERSEDED SURVEY CONTROL
 JE1378
 JE1378  NGVD 29 (??/??/92)  327.057  (m)         1073.02   (f) ADJ UNCH    2 0
 JE1378
 JE1378.Superseded values are not recommended for survey control.
 JE1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1378.See file dsdata.txt to determine how the superseded data were derived.
 JE1378
 JE1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD445054(NAD 83)
 JE1378_MARKER: DR = REFERENCE MARK DISK
 JE1378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1378_SP_SET: CURB
 JE1378_STAMPING: DENNY NO 1 1974
 JE1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1378
 JE1378  HISTORY     - Date     Condition        Report By
 JE1378  HISTORY     - 1974     MONUMENTED       NGS
 JE1378
 JE1378                          STATION DESCRIPTION
 JE1378
 JE1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1378'IN OLATHE.
 JE1378'AT THE DENNY STATION SITE-- 91.08 FEET WEST OF THE STATION, 15.6 FEET
 JE1378'NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF STATE HIGHWAY 150
 JE1378'AND 12.8 FEET SOUTHEAST OF THE EXIT RAMP.  SET IN THE TOP OF A
 JE1378'CONCRETE CURB OF DIVIDER TRIANGLE AND IS ABOUT LEVEL WITH STATE
 JE1378'HIGHWAY 150.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1380 ***********************************************************************
 JE1380  DESIGNATION -  DENNY RM 2
 JE1380  PID         -  JE1380
 JE1380  STATE/COUNTY-  KS/JOHNSON
 JE1380  USGS QUAD   -  OLATHE (1991)
 JE1380
 JE1380                         *CURRENT SURVEY CONTROL
 JE1380  ___________________________________________________________________
 JE1380* NAD 83(1986)-  38 53 02.     (N)    094 47 32.     (W)     SCALED    
 JE1380* NAVD 88     -       326.952  (meters)    1072.67   (feet)  ADJUSTED  
 JE1380  ___________________________________________________________________
 JE1380  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JE1380  DYNAMIC HT  -         326.732 (meters)    1071.95  (feet)  COMP
 JE1380  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 JE1380
 JE1380  VERT ORDER  -  SECOND    CLASS 0
 JE1380
 JE1380.The horizontal coordinates were scaled from a topographic map and have
 JE1380.an estimated accuracy of +/- 6 seconds.
 JE1380
 JE1380.The orthometric height was determined by differential leveling
 JE1380.and adjusted by the National Geodetic Survey in June 1991..
 JE1380
 JE1380.The geoid height was determined by GEOID03.
 JE1380
 JE1380.The dynamic height is computed by dividing the NAVD 88
 JE1380.geopotential number by the normal gravity value computed on the
 JE1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1380.degrees latitude (g = 980.6199 gals.).
 JE1380
 JE1380.The modeled gravity was interpolated from observed gravity values.
 JE1380
 JE1380;                    North         East    Units  Estimated Accuracy
 JE1380;SPC KS N     -    66,050.      678,270.      MT  (+/- 180 meters Scaled)
 JE1380
 JE1380                          SUPERSEDED SURVEY CONTROL
 JE1380
 JE1380  NGVD 29 (??/??/92)  326.826  (m)         1072.26   (f) ADJ UNCH    2 0
 JE1380
 JE1380.Superseded values are not recommended for survey control.
 JE1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1380.See file dsdata.txt to determine how the superseded data were derived.
 JE1380
 JE1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD445054(NAD 83)
 JE1380_MARKER: DR = REFERENCE MARK DISK
 JE1380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1380_SP_SET: RAMP
 JE1380_STAMPING: DENNY NO 2 1974
 JE1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1380
 JE1380  HISTORY     - Date     Condition        Report By
 JE1380  HISTORY     - 1974     MONUMENTED       NGS
 JE1380
 JE1380                          STATION DESCRIPTION
 JE1380
 JE1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1380'IN OLATHE.
 JE1380'AT THE DENNY STATION SITE-- 77.35 FEET NORTH OF THE STATION, 12.8 FEET
 JE1380'SOUTHEAST OF THE APPROXIMATE CENTER OF THE WEST BOUND SECTION OF THE
 JE1380'RAMP AND 15.6 FEET WEST OF THE APPROXIMATE CENTER OF THE EAST RAMP.
 JE1380'SET IN THE TOP OF THE NORTH END OF THE DEVIDER RAMP AND IS ABOUT LEVEL
 JE1380'WITH STATE HIGHWAY 150.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1381 ***********************************************************************
 JE1381  DESIGNATION -  DENNY RM 3 AZIMUTH
 JE1381  PID         -  JE1381
 JE1381  STATE/COUNTY-  KS/JOHNSON
 JE1381  USGS QUAD   -  OLATHE (1991)
 JE1381
 JE1381                         *CURRENT SURVEY CONTROL
 JE1381  ___________________________________________________________________
 JE1381* NAD 83(1986)-  38 53 19.     (N)    094 47 26.     (W)     SCALED    
 JE1381* NAVD 88     -       322.112  (meters)    1056.80   (feet)  ADJUSTED  
 JE1381  ___________________________________________________________________
 JE1381  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE1381  DYNAMIC HT  -         321.895 (meters)    1056.08  (feet)  COMP
 JE1381  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 JE1381
 JE1381  VERT ORDER  -  SECOND    CLASS 0
 JE1381
 JE1381.The horizontal coordinates were scaled from a topographic map and have
 JE1381.an estimated accuracy of +/- 6 seconds.
 JE1381
 JE1381.The orthometric height was determined by differential leveling
 JE1381.and adjusted by the National Geodetic Survey in June 1991..
 JE1381
 JE1381.The geoid height was determined by GEOID03.
 JE1381
 JE1381.The dynamic height is computed by dividing the NAVD 88
 JE1381.geopotential number by the normal gravity value computed on the
 JE1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1381.degrees latitude (g = 980.6199 gals.).
 JE1381
 JE1381.The modeled gravity was interpolated from observed gravity values.
 JE1381
 JE1381;                    North         East    Units  Estimated Accuracy
 JE1381;SPC KS N     -    66,580.      678,390.      MT  (+/- 180 meters Scaled)
 JE1381
 JE1381                          SUPERSEDED SURVEY CONTROL
 JE1381
 JE1381  NGVD 29 (??/??/92)  321.987  (m)         1056.39   (f) ADJ UNCH    2 0
 JE1381
 JE1381.Superseded values are not recommended for survey control.
 JE1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1381.See file dsdata.txt to determine how the superseded data were derived.
 JE1381
 JE1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD447059(NAD 83)
 JE1381_MARKER: DR = REFERENCE MARK DISK
 JE1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1381_SP_SET: CATCH BASIN
 JE1381_STAMPING: DENNY NO 3 AZ 1974
 JE1381_MARK LOGO: NGS   
 JE1381_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JE1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1381
 JE1381  HISTORY     - Date     Condition        Report By
 JE1381  HISTORY     - 1974     MONUMENTED       NGS
 JE1381  HISTORY     - 19800615 GOOD             NGS
 JE1381
 JE1381                          STATION DESCRIPTION
 JE1381
 JE1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1381'2.8 MI N FROM OLATHE.
 JE1381'ABOUT 2.8 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 JE1381'WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF OLATHE,
 JE1381'AT THE EAST EDGE OF OLATHE, ABOUT 90 YARDS WEST OF THE MEDIA STRIP OF
 JE1381'I-35, 49 FEET NORTH OF THE APPROXIMATE CENTER OF PRAIRIE STREET, 28.5
 JE1381'FEET WEST OF THE APPROXIMATE CENTER OF FRONTAGE ROAD AND 2 FEET
 JE1381'SOUTHWEST OF A METAL WITNESS SIGN.  SET IN THE TOP OF THE SOUTHEAST
 JE1381'CORNER OF A CONCRETE CATCH BASIN AND IS ABOUT LEVEL WITH THE HIGHWAY.
 JE1381
 JE1381                          STATION RECOVERY (1980)
 JE1381
 JE1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JE1381'THE STATION IS AT OLATHE, AT THE INTERSECTION OF THE WEST FRONTAGE
 JE1381'ROAD OF INTERSTATE HIGHWAY 35 AND PRAIRIE STREET.  TO REACH THE
 JE1381'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND STATE HIGHWAY
 JE1381'150 AT OLATHE, GO WEST ON HIGHWAY 150 FOR 0.05 MILE (0.08 KM) TO A
 JE1381'FRONTAGE ROAD.  TURN RIGHT AND GO NORTH ON THE FRONTAGE ROAD FOR 0.35
 JE1381'MILE (0.56 KM) TO PRAIRIE STREET AND THE MARK ON THE LEFT.  THE
 JE1381'STATION IS A STANDARD DISK, STAMPED---DENNY NO 3 1974---, CEMENTED
 JE1381'INTO A DRILL HOLE IN THE SOUTH CORNER OF A 5 X 5 FOOR CONCRETE STORM
 JE1381'DRAIN THAT PROJECTS 18 INCHES ABOVE THE GROUND.  IT IS 49.0 FT (14.9
 JE1381'M) NORTH OF THE CENTERLINE OF PRARIE STREET, 28.5 FT (8.7 M) WEST OF
 JE1381'THE CENTER OF THE FRONTAGE ROAD AND 2 FT (0.6 M) SOUTHWEST OF A
 JE1381'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0814 ***********************************************************************
 KG0814  DESIGNATION -  DENSMORE
 KG0814  PID         -  KG0814
 KG0814  STATE/COUNTY-  KS/NORTON
 KG0814  USGS QUAD   -  LOGAN SW (1979)
 KG0814
 KG0814                         *CURRENT SURVEY CONTROL
 KG0814  ___________________________________________________________________
 KG0814* NAD 83(1997)-  39 34 59.88381(N)    099 44 26.62616(W)     ADJUSTED  
 KG0814* NAVD 88     -       718.     (meters)    2356.     (feet)  SCALED    
 KG0814  ___________________________________________________________________
 KG0814  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KG0814  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 KG0814
 KG0814  HORZ ORDER  -  SECOND
 KG0814
 KG0814.The horizontal coordinates were established by classical geodetic methods
 KG0814.and adjusted by the National Geodetic Survey in October 1998..
 KG0814
 KG0814.The orthometric height was scaled from a topographic map.
 KG0814
 KG0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0814
 KG0814.The geoid height was determined by GEOID03.
 KG0814
 KG0814;                    North         East     Units Scale Factor Converg.
 KG0814;SPC KS N     -   140,200.600   250,465.940   MT  0.99997366   -1 06 05.0
 KG0814;UTM  14      - 4,381,771.396   436,388.563   MT  0.99964982   -0 28 19.2
 KG0814
 KG0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0814!SPC KS N     -   0.99989129  x   0.99997366  =   0.99986495
 KG0814!UTM  14      -   0.99989129  x   0.99964982  =   0.99954115
 KG0814
 KG0814:                Primary Azimuth Mark                     Grid Az
 KG0814:SPC KS N     -  LOGAN MUNICIPAL TANK                     058 53 12.5
 KG0814:UTM  14      -  LOGAN MUNICIPAL TANK                     058 15 26.7
 KG0814
 KG0814|---------------------------------------------------------------------|
 KG0814| PID    Reference Object                     Distance      Geod. Az  |
 KG0814|                                                           dddmmss.s |
 KG0814| KG0810 LOGAN MUNICIPAL TANK                APPROX.17.0 KM 0574707.5 |
 KG0814| CN9152 DENSMORE RM 1                        22.923 METERS 07837     |
 KG0814| CN9153 DENSMORE RM 2                        34.378 METERS 16541     |
 KG0814| CN9151 DENSMORE AZ MK                                     1800326.3 |
 KG0814| KH0729 LENORA MUNICIPAL TANK               APPROX.22.7 KM 2764414.1 |
 KG0814|---------------------------------------------------------------------|
 KG0814
 KG0814                          SUPERSEDED SURVEY CONTROL
 KG0814
 KG0814  NAD 83(1997)-  39 34 59.88805(N)    099 44 26.62753(W) AD(       ) 2
 KG0814  NAD 83(1986)-  39 34 59.88908(N)    099 44 26.62817(W) AD(       ) 2
 KG0814  NAD 27      -  39 34 59.86500(N)    099 44 25.21300(W) AD(       ) 2
 KG0814
 KG0814.Superseded values are not recommended for survey control.
 KG0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0814.See file dsdata.txt to determine how the superseded data were derived.
 KG0814
 KG0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ3638981771(NAD 83)
 KG0814_MARKER: DS = TRIANGULATION STATION DISK
 KG0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0814
 KG0814  HISTORY     - Date     Condition        Report By
 KG0814  HISTORY     - 1950     MONUMENTED       CGS
 KG0814
 KG0814                          STATION DESCRIPTION
 KG0814
 KG0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0814'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF DENSMORE AND
 KG0814'ABOUT 1.0 MILE NORTH OF THE GRAHAM-NORTON COUNTY LINE ON THE ROAD
 KG0814'RIGHT-OF-WAY, 34 FEET WEST OF THE CENTER OF ROAD, 9 FEET EAST
 KG0814'OF A NORTH-SOUTH FENCE LINE AND TELEPHONE POLE AND 5 FEET NORTH
 KG0814'OF A WITNESS POST.  IT IS STAMPED DENSMORE 1950 AND PROJECTS
 KG0814'3 INCHES.
 KG0814'
 KG0814'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF A CULTIVATED FIELD, 34
 KG0814'FEET EAST OF THE CENTER OF ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 KG0814'FENCE LINE.  IT IS STAMPED DENSMORE NO 1 1950 AND PROJECTS 4
 KG0814'INCHES.
 KG0814'
 KG0814'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF A CULTIVATED
 KG0814'FIELD, 34 FEET EAST OF THE CENTER OF ROAD AND 1 FOOT EAST OF A
 KG0814'NORTH-SOUTH FENCE LINE.  IT IS STAMPED DENSMORE NO 2 1950 AND
 KG0814'PROJECTS 5 INCHES.
 KG0814'
 KG0814'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 132.31 FEET.
 KG0814'
 KG0814'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET WEST OF THE
 KG0814'CENTER OF ROAD, 2 FEET NORTH OF A TELEPHONE POLE AND WITNESS
 KG0814'POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KG0814'DENSMORE 1950 AND PROJECTS 5 INCHES.
 KG0814'
 KG0814'TO REACH THE STATION FROM THE POST OFFICE IN DENSMORE, GO WEST
 KG0814'0.05 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON GRADED ROAD
 KG0814'FOR 1.6 MILES TO A FORK.  TAKE LEFT FORK AND GO SOUTHEAST, SOUTH,
 KG0814'AND SOUTHWEST FOR 2.3 MILES TO A POINT WHERE ROAD CURVES SOUTH
 KG0814'AND STATION ON RIGHT AS DESCRIBED.  (CONTINUE SOUTH FOR 0.3 MILE
 KG0814'TO AZIMUTH MARK ON RIGHT AS DESCRIBED.)
 KG0814'
 KG0814'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0775 ***********************************************************************
 JG0775  DESIGNATION -  DENTSPUR SW BELL TEL RAD MAST
 JG0775  PID         -  JG0775
 JG0775  STATE/COUNTY-  KS/BARTON
 JG0775  USGS QUAD   -  GREAT BEND NE (1983)
 JG0775
 JG0775                         *CURRENT SURVEY CONTROL
 JG0775  ___________________________________________________________________
 JG0775* NAD 83(1997)-  38 26 16.21355(N)    098 47 30.64082(W)     ADJUSTED  
 JG0775* NAVD 88     -                                                        
 JG0775  ___________________________________________________________________
 JG0775  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 JG0775  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 JG0775
 JG0775  HORZ ORDER  -  THIRD
 JG0775
 JG0775.The horizontal coordinates were established by classical geodetic methods
 JG0775.and adjusted by the National Geodetic Survey in October 1998..
 JG0775
 JG0775
 JG0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0775
 JG0775.The geoid height was determined by GEOID03.
 JG0775
 JG0775;                    North         East     Units Scale Factor Converg.
 JG0775;SPC KS S     -   596,617.753   374,520.343   MT  0.99997706   -0 10 45.6
 JG0775;UTM  14      - 4,254,416.285   518,166.300   MT  0.99960406   +0 07 45.9
 JG0775
 JG0775                          SUPERSEDED SURVEY CONTROL
 JG0775
 JG0775  NAD 83(1986)-  38 26 16.22090(N)    098 47 30.64012(W) AD(       ) 4
 JG0775  NAD 27      -  38 26 16.18100(N)    098 47 29.32900(W) AD(       ) 3
 JG0775
 JG0775.Superseded values are not recommended for survey control.
 JG0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0775.See file dsdata.txt to determine how the superseded data were derived.
 JG0775
 JG0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH1816654416(NAD 83)
 JG0775_MARKER: 42 = RADIO/TV MAST
 JG0775
 JG0775  HISTORY     - Date     Condition        Report By
 JG0775  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0775  HISTORY     - 1976     GOOD             NGS
 JG0775
 JG0775                          STATION DESCRIPTION
 JG0775
 JG0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0775'THE TOWER IS LOCATED ABOUT 5.5 MILES NORTH OF GREAT BEND, 5.5
 JG0775'MILES SOUTH OF HOISINGTON, 3/4 MILE WEST OF THE SMALL SETTLEMENT
 JG0775'OF DENTSPUR AND 3/4 MILE WEST-SOUTHWEST OF TRIANGULATION
 JG0775'STATION DENTSPUR.
 JG0775'
 JG0775'THE TOWER IS OWNED BY THE SOUTHWESTERN BELL AND AUTOMOBILE
 JG0775'TELEPHONE CO.  IT IS A 250 FOOT HIGH TOWER, WITH 4 STEEL LEGS
 JG0775'(20-FOOT SQUARE AT THE BOTTOM) THAT TAPERED DOWN TO ABOUT A
 JG0775'FOOT AT THE TOP.  THE TOWER IS PAINTED RED AND WHITE.
 JG0775'
 JG0775'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP OF
 JG0775'THE STRUCTURE.
 JG0775
 JG0775                          STATION RECOVERY (1976)
 JG0775
 JG0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 JG0775'RECOVERED AS DESCRIBED.
 JG0775'
 JG0775'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES NORTH
 JG0775'OF GREAT BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1235 ***********************************************************************
 HF1235  DESIGNATION -  DERBY MUNICIPAL TANK
 HF1235  PID         -  HF1235
 HF1235  STATE/COUNTY-  KS/SEDGWICK
 HF1235  USGS QUAD   -  DERBY (1982)
 HF1235
 HF1235                         *CURRENT SURVEY CONTROL
 HF1235  ___________________________________________________________________
 HF1235* NAD 83(1997)-  37 32 54.53950(N)    097 16 08.89660(W)     ADJUSTED  
 HF1235* NAVD 88     -                                                        
 HF1235  ___________________________________________________________________
 HF1235  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 HF1235  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF1235
 HF1235  HORZ ORDER  -  THIRD
 HF1235
 HF1235.The horizontal coordinates were established by classical geodetic methods
 HF1235.and adjusted by the National Geodetic Survey in October 1998..
 HF1235
 HF1235
 HF1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1235
 HF1235.The geoid height was determined by GEOID03.
 HF1235
 HF1235;                    North         East     Units Scale Factor Converg.
 HF1235;SPC KS S     -   498,586.013   508,761.228   MT  0.99995655   +0 45 23.0
 HF1235;UTM  14      - 4,157,127.926   652,898.092   MT  0.99988796   +1 03 18.2
 HF1235
 HF1235                          SUPERSEDED SURVEY CONTROL
 HF1235
 HF1235  NAD 83(1997)-  37 32 54.54479(N)    097 16 08.89165(W) AD(       ) 4
 HF1235  NAD 83(1986)-  37 32 54.55079(N)    097 16 08.89102(W) AD(       ) 4
 HF1235  NAD 27      -  37 32 54.48800(N)    097 16 07.73056(W) AD(       ) 3
 HF1235
 HF1235.Superseded values are not recommended for survey control.
 HF1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1235.See file dsdata.txt to determine how the superseded data were derived.
 HF1235
 HF1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5289857128(NAD 83)
 HF1235_MARKER: 53 = ELEVATED TANK
 HF1235
 HF1235  HISTORY     - Date     Condition        Report By
 HF1235  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1235
 HF1235                          STATION DESCRIPTION
 HF1235
 HF1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1235'THE STATION IS LOCATED IN THE NORTH PART OF THE TOWN OF
 HF1235'DERBY.
 HF1235'
 HF1235'THE TANK IS A STEEL TANK, ORANGE AND WHITE CHECKED, SUPPORTED
 HF1235'BY A FOUR LEGGED STEEL STRUCTURE.  IT IS 120 FEET HIGH.
 HF1235'THE APEX OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1233 ***********************************************************************
 HF1233  DESIGNATION -  DERBY RESET
 HF1233  PID         -  HF1233
 HF1233  STATE/COUNTY-  KS/SEDGWICK
 HF1233  USGS QUAD   -  DERBY (1982)
 HF1233
 HF1233                         *CURRENT SURVEY CONTROL
 HF1233  ___________________________________________________________________
 HF1233* NAD 83(1997)-  37 32 33.93160(N)    097 17 27.68386(W)     ADJUSTED  
 HF1233* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 HF1233  ___________________________________________________________________
 HF1233  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 HF1233  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 HF1233
 HF1233  HORZ ORDER  -  THIRD
 HF1233
 HF1233.The horizontal coordinates were established by classical geodetic methods
 HF1233.and adjusted by the National Geodetic Survey in October 1998..
 HF1233
 HF1233.The orthometric height was scaled from a topographic map.
 HF1233
 HF1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1233
 HF1233.The geoid height was determined by GEOID03.
 HF1233
 HF1233;                    North         East     Units Scale Factor Converg.
 HF1233;SPC KS S     -   497,925.450   506,835.746   MT  0.99995720   +0 44 34.6
 HF1233;UTM  14      - 4,156,457.385   650,976.218   MT  0.99988077   +1 02 29.6
 HF1233
 HF1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1233!SPC KS S     -   0.99994471  x   0.99995720  =   0.99990191
 HF1233!UTM  14      -   0.99994471  x   0.99988077  =   0.99982548
 HF1233
 HF1233|---------------------------------------------------------------------|
 HF1233| PID    Reference Object                     Distance      Geod. Az  |
 HF1233|                                                           dddmmss.s |
 HF1233| AI1221 DERBY RM 1                           29.313 METERS 09742     |
 HF1233| AI1223 DERBY AZ MK                                        1625325.3 |
 HF1233| HF1238 RBN DERBY IAB                        36.180 METERS 19918     |
 HF1233| AI1222 DERBY RM 2                           31.504 METERS 21454     |
 HF1233|---------------------------------------------------------------------|
 HF1233
 HF1233                          SUPERSEDED SURVEY CONTROL
 HF1233
 HF1233  NAD 83(1997)-  37 32 33.93683(N)    097 17 27.67909(W) AD(       ) 3
 HF1233  NAD 83(1986)-  37 32 33.94271(N)    097 17 27.67834(W) AD(       ) 3
 HF1233  NAD 27      -  37 32 33.87946(N)    097 17 26.51820(W) AD(       ) 3
 HF1233
 HF1233.Superseded values are not recommended for survey control.
 HF1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1233.See file dsdata.txt to determine how the superseded data were derived.
 HF1233
 HF1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5097656457(NAD 83)
 HF1233_MARKER: DH = HORIZONTAL CONTROL DISK
 HF1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1233_STAMPING: DERBY 1957 1982
 HF1233_MARK LOGO: NGS   
 HF1233_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1233+STABILITY: SURFACE MOTION
 HF1233
 HF1233  HISTORY     - Date     Condition        Report By
 HF1233  HISTORY     - 1982     MONUMENTED       NGS
 HF1233
 HF1233                          STATION DESCRIPTION
 HF1233
 HF1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HF1233'REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HF1233'CONDITION.  THE SURFACE STATION MARK WAS FOUND WITH THE DISK MISSING.
 HF1233'THERE ARE NUMEROUS BURIED CABLES IN THE IMMEDIATE VICINITY AND THE
 HF1233'CABLE COMPANY WAS CONTACTED ON TWO OCCASSIONS TO LOCATE THE CABLE IN
 HF1233'ORDER THE SURFACE MARK COULD BE REPLACED.  WHEN NO ONE ARRIVED IT WAS
 HF1233'DECIDED TO REPLACED THE DISK BY USING MEASUREMENTS FROM THE REFERENCE
 HF1233'MARKS.  THIS WAS DONE BY REMOVING THE OLD STEM AND SETTING THE NEW
 HF1233'DISK BY THE MEASUREMENTS.  THE DIRECTION TO THE REFERENCE MARKS AGREED
 HF1233'FAVORABLY WITH 1957 DATA.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 HF1233'LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF DERBY AND ON THE NORTH
 HF1233'RIGHT-OF-WAY OF 83RD STREET SOUTH.  TO REACH THE STATION FROM THE CITY
 HF1233'OFFICE BUILDING IN DERBY, GO SOUTH FOR 0.16 KM (0.10 MI) TO WASHINGTON
 HF1233'STREET.  TURN RIGHT AND GO WEST ON WASHINGTON STREET, WHICH BECOMES
 HF1233'83RD STREET SOUTH, FOR 1.92 KM (1.20 MI) TO THE STATION ON THE RIGHT.
 HF1233'THE STATION IS A STANDARD NGS DISK STAMPED---DERBY 1957 1982---, SET
 HF1233'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE,
 HF1233'RECESSED 1 INCH (2 CM) BELOW THE GROUND.  THE STATION IS LOCATED 24.50
 HF1233'METERS (80.38 FT) WEST FROM THE SOUTHWEST CORNER OF A CHAIN LINK
 HF1233'FENCE, 17.38 METERS (57.02 FT) EAST FROM A BURIED CABLE JUNCTION BOX,
 HF1233'17.2 METERS (56.4 FT) NORTH FROM THE CENTERLINE OF 83RD STREET SOUTH,
 HF1233'15.00 METERS (49.21 FT) NORTHEAST FROM A TELEPHONE CABLE POLE.
 HF1233'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---DERBY NO 1
 HF1233'1957---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 HF1233'CM) ON SIDE, PROJECTING 1 INCH (2 CM) ABOVE THE GROUND. THE STATION IS
 HF1233'LOCATED 13.4 METERS (44.0 FT) NORTH FROM THE CENTERLINE OF THE STREET,
 HF1233'6.86 METERS (22.51 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF THE
 HF1233'CHAIN LINK FENCE, 5.00 METERS (16.40 FT) SOUTH FROM THE CHAIN LINK
 HF1233'FENCE.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---DERBY NO
 HF1233'2 1957---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 HF1233'(30 CM) ON SIDE, FLUSH WITH THE GROUND. THE STATION IS LOCATED 12.96
 HF1233'METERS (42.52 FT) WEST FROM A POWERLINE POLE, 8.5 METERS (27.9 FT)
 HF1233'SOUTH FROM THE CENTERLINE OF THE STREET, 0.46 METERS (1.51 FT) NORTH
 HF1233'FROM A FENCE, 0.30 METERS (0.98 FT) EAST FROM A WITNESS POST.  AZIMUTH
 HF1233'MARK NO 1 IS A STANDARD CGS DISK STAMPED---DERBY 1957---, SET INTO THE
 HF1233'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, FLUSH
 HF1233'WITH THE GROUND.  THE STATION IN LOCATED 7.9 METERS (25.9 FT)
 HF1233'SOUTHEAST FROM THE INTERSECTION OF BLUFF AND 87TH STREET SOUTH, 0.3
 HF1233'METERS (1.0 FT) EAST FROM A POWERLINE POLE, 0.3 METERS (1.0 FT) WEST
 HF1233'FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 HF1233'EAST FOR 0.24 KM (0.15 MI) TO BLUFF STREET.  TURN RIGHT AND GO SOUTH
 HF1233'ON BLUFF STREET FOR 0.80 KM (0.50 MI) TO 87TH STREET SOUTH AND THE
 HF1233'MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0989 ***********************************************************************
 HH0989  DESIGNATION -  DESOLATION
 HH0989  PID         -  HH0989
 HH0989  STATE/COUNTY-  KS/FINNEY
 HH0989  USGS QUAD   -  PIERCEVILLE SW (1967)
 HH0989
 HH0989                         *CURRENT SURVEY CONTROL
 HH0989  ___________________________________________________________________
 HH0989* NAD 83(1997)-  37 46 19.55069(N)    100 41 32.36721(W)     ADJUSTED  
 HH0989* NAVD 88     -       874.     (meters)    2867.     (feet)  SCALED    
 HH0989  ___________________________________________________________________
 HH0989  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HH0989  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HH0989
 HH0989  HORZ ORDER  -  SECOND
 HH0989
 HH0989.The horizontal coordinates were established by classical geodetic methods
 HH0989.and adjusted by the National Geodetic Survey in October 1998..
 HH0989
 HH0989.The orthometric height was scaled from a topographic map.
 HH0989
 HH0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0989
 HH0989.The geoid height was determined by GEOID03.
 HH0989
 HH0989;                    North         East     Units Scale Factor Converg.
 HH0989;SPC KS S     -   524,956.344   206,877.940   MT  0.99993913   -1 20 50.1
 HH0989;UTM  14      - 4,181,877.723   350,954.351   MT  0.99987362   -1 02 12.4
 HH0989
 HH0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0989!SPC KS S     -   0.99986687  x   0.99993913  =   0.99980601
 HH0989!UTM  14      -   0.99986687  x   0.99987362  =   0.99974050
 HH0989
 HH0989                          SUPERSEDED SURVEY CONTROL
 HH0989
 HH0989  NAD 83(1997)-  37 46 19.55601(N)    100 41 32.36468(W) AD(       ) 2
 HH0989  NAD 83(1986)-  37 46 19.55462(N)    100 41 32.36620(W) AD(       ) 2
 HH0989  NAD 27      -  37 46 19.46821(N)    100 41 30.79923(W) AD(       ) 2
 HH0989
 HH0989.Superseded values are not recommended for survey control.
 HH0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0989.See file dsdata.txt to determine how the superseded data were derived.
 HH0989
 HH0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG5095481878(NAD 83)
 HH0989_MARKER: DD = SURVEY DISK
 HH0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0989_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0989+STABILITY: SURFACE MOTION
 HH0989
 HH0989  HISTORY     - Date     Condition        Report By
 HH0989  HISTORY     - 1933     MONUMENTED       CGS
 HH0989
 HH0989                          STATION DESCRIPTION
 HH0989
 HH0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 HH0989'ABOUT 17 MILES SOUTHEAST OF GARDEN CITY AND 2 MILES SOUTHEAST
 HH0989'OF STATION KELLER, IN SOUTHEAST QUARTER SEC. 22, T. 26 S.,
 HH0989'R. 31 W. ON SAND KNOLL IN PASTURE OWNED BY JAMES DUNNER.
 HH0989'STATION IS ON SUMMIT OF PROMINENT ROUNDED KNOLL, 48 FEET WEST
 HH0989'OF NORTH-AND-SOUTH FENCE.
 HH0989'
 HH0989'REACHED FROM GARDEN CITY BY U.S. HIGHWAY 83 SOUTH 11.0 MILES
 HH0989'TO STUCCO CHURCH, THENCE EAST ON GRADED ROAD 10.0 MILES.
 HH0989'THENCE SOUTH 2.7 MILES TO A LANE LEADING WEST 0.2 MILE TO
 HH0989'A HOUSE.  STATION IS ABOUT 250 YARDS WEST-NORTHWEST OF THIS
 HH0989'HOUSE, AND REACHED BY PASSING THROUGH CORRAL SOUTH OF BARN
 HH0989'INTO PASTURE, THENCE NORTH ALONG WEST SIDE FENCE TO STATION.
 HH0989'
 HH0989'STATION RECOVERED AS DESCRIBED.  SURFACE-STATION MARK AND
 HH0989'UNDERGROUND-STATION MARK WERE ESTABLISHED.
 HH0989'
 HH0989'NOT VISITED BY OBSERVATION PARTY.  VISITED BY LIGHTKEEPER
 HH0989'ONLY.
 HH0989'
 HH0989'SURFACE AND UNDERGROUND MARKS ARE SET AS DESCRIBED.
 HH0989'
 HH0989'HEIGHT OF LIGHT ABOVE STATION MARK - 1.17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0631 ***********************************************************************
 JF0631  DESIGNATION -  DETROIT
 JF0631  PID         -  JF0631
 JF0631  STATE/COUNTY-  KS/DICKINSON
 JF0631  USGS QUAD   -  ABILENE (1979)
 JF0631
 JF0631                         *CURRENT SURVEY CONTROL
 JF0631  ___________________________________________________________________
 JF0631* NAD 83(1997)-  38 56 50.23639(N)    097 08 16.85276(W)     ADJUSTED  
 JF0631* NAVD 88     -       378.851  (meters)    1242.95   (feet)  ADJUSTED  
 JF0631  ___________________________________________________________________
 JF0631  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 JF0631  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 JF0631  DYNAMIC HT  -         378.588 (meters)    1242.08  (feet)  COMP
 JF0631  MODELED GRAV-     979,922.1   (mgal)                       NAVD 88
 JF0631
 JF0631  HORZ ORDER  -  SECOND
 JF0631  VERT ORDER  -  SECOND    CLASS 0
 JF0631
 JF0631.The horizontal coordinates were established by classical geodetic methods
 JF0631.and adjusted by the National Geodetic Survey in October 1998..
 JF0631
 JF0631.The orthometric height was determined by differential leveling
 JF0631.and adjusted by the National Geodetic Survey in June 1991..
 JF0631
 JF0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0631
 JF0631.The geoid height was determined by GEOID03.
 JF0631
 JF0631.The dynamic height is computed by dividing the NAVD 88
 JF0631.geopotential number by the normal gravity value computed on the
 JF0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0631.degrees latitude (g = 980.6199 gals.).
 JF0631
 JF0631.The modeled gravity was interpolated from observed gravity values.
 JF0631
 JF0631;                    North         East     Units Scale Factor Converg.
 JF0631;SPC KS N     -    68,511.116   474,722.752   MT  0.99997079   +0 32 43.4
 JF0631;UTM  14      - 4,312,575.547   661,358.161   MT  0.99992061   +1 10 14.5
 JF0631
 JF0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0631!SPC KS N     -   0.99994511  x   0.99997079  =   0.99991590
 JF0631!UTM  14      -   0.99994511  x   0.99992061  =   0.99986572
 JF0631
 JF0631:                Primary Azimuth Mark                     Grid Az
 JF0631:SPC KS N     -  MOON                                     001 55 19.4
 JF0631:UTM  14      -  MOON                                     001 17 48.3
 JF0631
 JF0631|---------------------------------------------------------------------|
 JF0631| PID    Reference Object                     Distance      Geod. Az  |
 JF0631|                                                           dddmmss.s |
 JF0631| JF1495 MOON                                APPROX. 2.9 KM 0022802.8 |
 JF0631| JF0632 DETROIT RM 1                          9.955 METERS 06757     |
 JF0631| JF1490 ENTERPRISE MUN TANK                 APPROX. 5.1 KM 1604522.3 |
 JF0631| JF0630 DETROIT RM 2                         10.452 METERS 23922     |
 JF0631| JF1492 ABILENE WEST MUN TANK               APPROX. 9.5 KM 2503406.2 |
 JF0631| JF1494 ABILENE EAST MUN TANK               APPROX. 6.7 KM 2514142.4 |
 JF0631| JF1498 ABILENE VUMORE CO MICROWAVE         APPROX. 6.2 KM 2830229.6 |
 JF0631|---------------------------------------------------------------------|
 JF0631
 JF0631                          SUPERSEDED SURVEY CONTROL
 JF0631
 JF0631  NAD 83(1986)-  38 56 50.24402(N)    097 08 16.85286(W) AD(       ) 2
 JF0631  NAD 27      -  38 56 50.24802(N)    097 08 15.79153(W) AD(       ) 2
 JF0631  NGVD 29 (??/??/92)  378.743  (m)         1242.59   (f) ADJ UNCH    2 0
 JF0631
 JF0631.Superseded values are not recommended for survey control.
 JF0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0631.See file dsdata.txt to determine how the superseded data were derived.
 JF0631
 JF0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6135812576(NAD 83)
 JF0631_MARKER: DE = TRAVERSE STATION DISK
 JF0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0631_STAMPING: DETROIT 1970
 JF0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0631+STABILITY: SURFACE MOTION
 JF0631
 JF0631  HISTORY     - Date     Condition        Report By
 JF0631  HISTORY     - 1970     MONUMENTED       NGS
 JF0631  HISTORY     - 1970     GOOD             NGS
 JF0631
 JF0631                          STATION DESCRIPTION
 JF0631
 JF0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF0631'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF ABILENE
 JF0631'AND 1.2 MILES NORTH-NORTHWEST OF DETROIT, ON A CUT-BANK
 JF0631'ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70, ABOUT 20
 JF0631'FEET ABOVE THE HIGHWAY.  IN THE SOUTHEAST QUARTER OF SECTION
 JF0631'6, T 13 S., R 3 E.
 JF0631'
 JF0631'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE
 JF0631'HIGHWAY 70 AND STATE HIGHWAY 15 AT THE NORTHERN EDGE OF
 JF0631'ABILENE GO EAST ON INTERSTATE 70 FOR 4.3 MILES TO THE STATION
 JF0631'ON THE RIGHT.
 JF0631'
 JF0631'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED DETROIT
 JF0631'1970.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF0631'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 JF0631'IS 13 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE OF A CUT-BANK,
 JF0631'3.7 FEET NORTH-NORTHWEST OF A RIGHT-OF-WAY FENCE AND 3.7 FEET
 JF0631'NORTH-NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK
 JF0631'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 JF0631'38 INCHES BELOW THE GROUND SURFACE.
 JF0631'
 JF0631'REFERENCE MARK 1, A STANDARD DISK STAMPED DETROIT NO 1 1970,
 JF0631'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0631'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 32.8
 JF0631'FEET NORTHEAST OF THE WITNESS POST, 17 FEET SOUTH-SOUTHEAST
 JF0631'OF THE EDGE OF THE CUT-BANK AND 1.2 FEET NORTH-NORTHWEST
 JF0631'OF THE FENCE.
 JF0631'
 JF0631'REFERENCE MARK 2, A STANDARD DISK STAMPED DETROIT NO 2 1970,
 JF0631'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0631'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 34.0
 JF0631'FEET SOUTHWEST OF THE WITNESS POST, 18 FEET SOUTH-SOUTHEAST
 JF0631'OF THE EDGE OF THE CUT-BANK AND 1.4 FEET NORTH-NORTHWEST OF
 JF0631'THE FENCE.
 JF0631'
 JF0631'NOTE, TRIANGULATION STATION MOON 1961 MAY SERVE AS AN AZIMUTH
 JF0631'MARK.
 JF0631'
 JF0631'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 JF0631
 JF0631                          STATION RECOVERY (1970)
 JF0631
 JF0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0631'4.1 MI E FROM ABILENE.
 JF0631'ABOUT 4.1 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0631'HIGHWAY OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 0.5 MILE
 JF0631'SOUTHWEST OF OVERPASS NUMBER 13-3 OVER THE HIGHWAY, ON THE
 JF0631'TOP AND NEAR THE CENTER OF A LOW RIDGE, 104 FEET SOUTHEAST OF
 JF0631'THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 4 FEET WEST OF
 JF0631'A FENCE, 3.9 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 25
 JF0631'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JF0631'CONCRETE POST WHICH PROJECTS 0.1 FOOT.  NOTE-- THIS MARK IS ALSO
 JF0631'6.85 MILES WEST ALONG INTERSTATE HIGHWAY FROM THE HIGHWAY
 JF0631'OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0632 ***********************************************************************
 JF0632  DESIGNATION -  DETROIT RM 1
 JF0632  PID         -  JF0632
 JF0632  STATE/COUNTY-  KS/DICKINSON
 JF0632  USGS QUAD   -  ABILENE (1979)
 JF0632
 JF0632                         *CURRENT SURVEY CONTROL
 JF0632  ___________________________________________________________________
 JF0632* NAD 83(1986)-  38 56 50.     (N)    097 08 16.     (W)     SCALED    
 JF0632* NAVD 88     -       378.909  (meters)    1243.14   (feet)  ADJUSTED  
 JF0632  ___________________________________________________________________
 JF0632  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 JF0632  DYNAMIC HT  -         378.645 (meters)    1242.27  (feet)  COMP
 JF0632  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 JF0632
 JF0632  VERT ORDER  -  SECOND    CLASS 0
 JF0632
 JF0632.The horizontal coordinates were scaled from a topographic map and have
 JF0632.an estimated accuracy of +/- 6 seconds.
 JF0632
 JF0632.The orthometric height was determined by differential leveling
 JF0632.and adjusted by the National Geodetic Survey in June 1991..
 JF0632
 JF0632.The geoid height was determined by GEOID03.
 JF0632
 JF0632.The dynamic height is computed by dividing the NAVD 88
 JF0632.geopotential number by the normal gravity value computed on the
 JF0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0632.degrees latitude (g = 980.6199 gals.).
 JF0632
 JF0632.The modeled gravity was interpolated from observed gravity values.
 JF0632
 JF0632;                    North         East    Units  Estimated Accuracy
 JF0632;SPC KS N     -    68,500.      474,740.      MT  (+/- 180 meters Scaled)
 JF0632
 JF0632                          SUPERSEDED SURVEY CONTROL
 JF0632
 JF0632  NGVD 29 (??/??/92)  378.800  (m)         1242.78   (f) ADJ UNCH    2 0
 JF0632
 JF0632.Superseded values are not recommended for survey control.
 JF0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0632.See file dsdata.txt to determine how the superseded data were derived.
 JF0632
 JF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ613125(NAD 83)
 JF0632_MARKER: DR = REFERENCE MARK DISK
 JF0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0632_STAMPING: DETROIT NO 1 1970
 JF0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0632+STABILITY: SURFACE MOTION
 JF0632
 JF0632  HISTORY     - Date     Condition        Report By
 JF0632  HISTORY     - 1970     MONUMENTED       NGS
 JF0632
 JF0632                          STATION DESCRIPTION
 JF0632
 JF0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0632'4.1 MI E FROM ABILENE.
 JF0632'ABOUT 4.1 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0632'HIGHWAY OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 0.5 MILE
 JF0632'SOUTHWEST OF OVERPASS NUMBER 13-3 OVER THE HIGHWAY, ON THE
 JF0632'TOP OF A LOW RIDGE, 107 FEET SOUTHEAST OF THE CENTER LINE OF
 JF0632'THE SOUTH LANES OF THE HIGHWAY, 1.2 FEET NORTHWEST OF A FENCE,
 JF0632'32.70 FEET NORTHEAST OF TRAVERSE STATION DETROIT, ABOUT 25
 JF0632'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 JF0632'CONCRETE POST WHICH PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0630 ***********************************************************************
 JF0630  DESIGNATION -  DETROIT RM 2
 JF0630  PID         -  JF0630
 JF0630  STATE/COUNTY-  KS/DICKINSON
 JF0630  USGS QUAD   -  ABILENE (1979)
 JF0630
 JF0630                         *CURRENT SURVEY CONTROL
 JF0630  ___________________________________________________________________
 JF0630* NAD 83(1986)-  38 56 50.     (N)    097 08 16.     (W)     SCALED    
 JF0630* NAVD 88     -       378.898  (meters)    1243.10   (feet)  ADJUSTED  
 JF0630  ___________________________________________________________________
 JF0630  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 JF0630  DYNAMIC HT  -         378.635 (meters)    1242.24  (feet)  COMP
 JF0630  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 JF0630
 JF0630  VERT ORDER  -  SECOND    CLASS 0
 JF0630
 JF0630.The horizontal coordinates were scaled from a topographic map and have
 JF0630.an estimated accuracy of +/- 6 seconds.
 JF0630
 JF0630.The orthometric height was determined by differential leveling
 JF0630.and adjusted by the National Geodetic Survey in June 1991..
 JF0630
 JF0630.The geoid height was determined by GEOID03.
 JF0630
 JF0630.The dynamic height is computed by dividing the NAVD 88
 JF0630.geopotential number by the normal gravity value computed on the
 JF0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0630.degrees latitude (g = 980.6199 gals.).
 JF0630
 JF0630.The modeled gravity was interpolated from observed gravity values.
 JF0630
 JF0630;                    North         East    Units  Estimated Accuracy
 JF0630;SPC KS N     -    68,500.      474,740.      MT  (+/- 180 meters Scaled)
 JF0630
 JF0630                          SUPERSEDED SURVEY CONTROL
 JF0630
 JF0630  NGVD 29 (??/??/92)  378.790  (m)         1242.75   (f) ADJ UNCH    2 0
 JF0630
 JF0630.Superseded values are not recommended for survey control.
 JF0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0630.See file dsdata.txt to determine how the superseded data were derived.
 JF0630
 JF0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ613125(NAD 83)
 JF0630_MARKER: DR = REFERENCE MARK DISK
 JF0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0630_STAMPING: DETROIT NO 2 1970
 JF0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0630+STABILITY: SURFACE MOTION
 JF0630
 JF0630  HISTORY     - Date     Condition        Report By
 JF0630  HISTORY     - 1970     MONUMENTED       NGS
 JF0630
 JF0630                          STATION DESCRIPTION
 JF0630
 JF0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0630'4.1 MI E FROM ABILENE.
 JF0630'ABOUT 4.1 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0630'HIGHWAY OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 0.5 MILE
 JF0630'SOUTHWEST OF OVERPASS NUMBER 13-3 OVER THE HIGHWAY, ON THE
 JF0630'TOP OF A LOW RIDGE, 106 1/2 FEET SOUTHEAST OF THE CENTER LINE
 JF0630'OF THE SOUTH LANES OF THE HIGHWAY, 1 1/2 FEET NORTHWEST OF
 JF0630'A FENCE, 34.20 FEET SOUTHWEST OF TRAVERSE STATION DETROIT,
 JF0630'ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 JF0630'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0754 ***********************************************************************
 HH0754  DESIGNATION -  DEWEY
 HH0754  PID         -  HH0754
 HH0754  STATE/COUNTY-  KS/STEVENS
 HH0754  USGS QUAD   -  WOODS SE (1974)
 HH0754
 HH0754                         *CURRENT SURVEY CONTROL
 HH0754  ___________________________________________________________________
 HH0754* NAD 83(1997)-  37 00 11.74837(N)    101 06 10.07259(W)     ADJUSTED  
 HH0754* NAVD 88     -       905.0    (meters)    2969.     (feet)  VERTCON   
 HH0754  ___________________________________________________________________
 HH0754  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 HH0754  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 HH0754
 HH0754  HORZ ORDER  -  SECOND
 HH0754
 HH0754.The horizontal coordinates were established by classical geodetic methods
 HH0754.and adjusted by the National Geodetic Survey in October 1998..
 HH0754
 HH0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0754
 HH0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0754
 HH0754.The geoid height was determined by GEOID03.
 HH0754
 HH0754;                    North         East     Units Scale Factor Converg.
 HH0754;SPC KS S     -   440,591.625   168,346.186   MT  1.00006221   -1 35 58.2
 HH0754;UTM  14      - 4,097,301.353   312,897.624   MT  1.00003127   -1 15 57.4
 HH0754
 HH0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0754!SPC KS S     -   0.99986218  x   1.00006221  =   0.99992438
 HH0754!UTM  14      -   0.99986218  x   1.00003127  =   0.99989345
 HH0754
 HH0754:                Primary Azimuth Mark                     Grid Az
 HH0754:SPC KS S     -  TYRONE COMPTON GRAIN CO ELEV             152 13 46.7
 HH0754:UTM  14      -  TYRONE COMPTON GRAIN CO ELEV             151 53 45.9
 HH0754
 HH0754|---------------------------------------------------------------------|
 HH0754| PID    Reference Object                     Distance      Geod. Az  |
 HH0754|                                                           dddmmss.s |
 HH0754| GK0801 TYRONE COMPTON GRAIN CO ELEV        APPROX. 6.2 KM 1503748.5 |
 HH0754| CM7936 DEWEY RM 1                           17.786 METERS 18528     |
 HH0754| CM7937 DEWEY RM 2                           20.457 METERS 35433     |
 HH0754|---------------------------------------------------------------------|
 HH0754
 HH0754                          SUPERSEDED SURVEY CONTROL
 HH0754
 HH0754  NAD 83(1997)-  37 00 11.75785(N)    101 06 10.07470(W) AD(       ) 2
 HH0754  NAD 83(1986)-  37 00 11.75808(N)    101 06 10.06937(W) AD(       ) 2
 HH0754  NAD 27      -  37 00 11.67506(N)    101 06 08.48162(W) AD(       ) 2
 HH0754  NGVD 29 (07/19/86)  904.6    (m)         2968.     (f) VERT ANG       
 HH0754
 HH0754.Superseded values are not recommended for survey control.
 HH0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0754.See file dsdata.txt to determine how the superseded data were derived.
 HH0754
 HH0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1289897301(NAD 83)
 HH0754_MARKER: DD = SURVEY DISK
 HH0754_SETTING: 0 = UNSPECIFIED SETTING
 HH0754
 HH0754  HISTORY     - Date     Condition        Report By
 HH0754  HISTORY     - 1972     MONUMENTED       USGS
 HH0754
 HH0754                          STATION DESCRIPTION
 HH0754
 HH0754'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0754'STATION IS ABOUT 3.6 MI. N. AND 1.7 MI. W. OF INTERSECTION OF U. S.
 HH0754'HIGHWAY 54 AND A PAVED N.-S. COUNTY RD. AT SW. CORNER OF TYRONE,
 HH0754'OKLAHOMA, 3 FT. S. AND 35 FT. E. OF QUARTER CORNER BETWEEN SECS. 14
 HH0754'AND 15, T. 35 S., R. 35 W.
 HH0754'
 HH0754'TO REACH FROM INTERSECTION OF U. S. HIGHWAY 54 AND A PAVED N.-S.
 HH0754'COUNTY RD. AT SW. CORNER OF TYRONE, OKLAHOMA, GO N. ALONG PAVED
 HH0754'N.-S.  COUNTY RD. ABOUT 2.9 MI. TO POINT WHERE COUNTY RD. CURVES W.,
 HH0754'THEN FOLLOW COUNTY RD. W. ABOUT 1.0 MI. TO CURVE TO N., THEN
 HH0754'FOLLOW COUNTY RD. ABOUT 0.2 MI. N. TO CURVE TO W., THEN FOLLOW
 HH0754'COUNTY RD. W. ABOUT 0.7 MI. TO T-RD. N., THEN TURN RIGHT AND GO N.
 HH0754'ABOUT 0.4 MI. TO SLIGHT RISE AND THE STATION IS ON THE RIGHT.
 HH0754'
 HH0754'STATION MARK STAMPED ET DEWEY 1972 IS 168 FT. N. AND 35 FT. E. OF
 HH0754'CENTER LINE RD. AT NORTHERMOST OF 2 DRIVES W., 3 FT. S. AND 1.5 FT.
 HH0754'W. OF RED AND WHITE PAINTED SCRAPER BLADE PROJECTING 4.5 FT., 1.5
 HH0754'FT., W. OF USGS WITNESS POST.
 HH0754'
 HH0754'REFERENCE MARK NO. 1 STAMPED DEWEY NO 1 1972 IS SSW. OF STATION, 110
 HH0754'FT. N. AND 29 FT. E. OF CENTER LINE RD. AT NORTHERMOST OF 2 DRIVES
 HH0754'W.
 HH0754'
 HH0754'REFERENCE MARK NO. 2 STAMPED DEWEY NO 2 1972 IS NNW. OF STATION, 235
 HH0754'FT. N. AND 28 FT. E. OF CENTER LINE RD. AT NORTHERMOST OF 2 DRIVES
 HH0754'W.
 HH0754'
 HH0754'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS
 HH0754'CENTERED IN 6-IN. DIAMETER SECTIONS OF WHITE PLASTIC PIPE 12 IN.
 HH0754'LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS SET
 HH0754'FLUSH WITH GROUND.
 HH0754'
 HH0754'HEIGHT OF INSTRUMENT 5.05 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1083 ***********************************************************************
 KF1083  DESIGNATION -  DFY
 KF1083  PID         -  KF1083
 KF1083  STATE/COUNTY-  KS/RILEY
 KF1083  USGS QUAD   -  OGDEN (1982)
 KF1083
 KF1083                         *CURRENT SURVEY CONTROL
 KF1083  ___________________________________________________________________
 KF1083* NAD 83(1997)-  39 06 43.01015(N)    096 43 39.91879(W)     ADJUSTED  
 KF1083* NAVD 88     -       387.2    (meters)    1270.     (feet)  VERTCON   
 KF1083  ___________________________________________________________________
 KF1083  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 KF1083  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 KF1083
 KF1083  HORZ ORDER  -  SECOND
 KF1083
 KF1083.The horizontal coordinates were established by classical geodetic methods
 KF1083.and adjusted by the National Geodetic Survey in October 1998..
 KF1083
 KF1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1083
 KF1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1083
 KF1083.The geoid height was determined by GEOID03.
 KF1083
 KF1083;                    North         East     Units Scale Factor Converg.
 KF1083;SPC KS N     -    87,207.585   510,028.066   MT  0.99995977   +0 48 17.9
 KF1083;UTM  14      - 4,331,657.804   696,457.861   MT  1.00007526   +1 26 02.0
 KF1083
 KF1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1083!SPC KS N     -   0.99994392  x   0.99995977  =   0.99990369
 KF1083!UTM  14      -   0.99994392  x   1.00007526  =   1.00001917
 KF1083
 KF1083|---------------------------------------------------------------------|
 KF1083| PID    Reference Object                     Distance      Geod. Az  |
 KF1083|                                                           dddmmss.s |
 KF1083| KF1085 FORT RILEY RNG TWR CENTER OF 5      122.477 METERS 00235     |
 KF1083| CL6387 DFY RM 1                             10.816 METERS 03342     |
 KF1083| KF1062 MANHATTAN SW BELL MICRO TOWER       APPROX.16.4 KM 0535233.9 |
 KF1083| KF1059 MANHATTAN MUNICIPAL TANK            APPROX.13.6 KM 0571210.6 |
 KF1083| KF1086 OGDEN MUNICIPAL STANDPIPE           APPROX. 1.2 KM 0690346.2 |
 KF1083| CL6386 DFY AZ MK                                          0823317.6 |
 KF1083| CL6388 DFY RM 2                             15.964 METERS 14312     |
 KF1083| KF1102 FORT RILEY MARSHALL AIRFIELD BEACON APPROX. 7.3 KM 1980344.9 |
 KF1083| CL6389 DFY RM 3                             23.751 METERS 22156     |
 KF1083| KF1095 JUNCTION CITY MUN TANK              APPROX.14.4 KM 2245903.0 |
 KF1083| KF1094 FORT RILEY CUSTER HILL SE TANK      APPROX. 6.7 KM 2562819.7 |
 KF1083| KF1101 FORT RILEY CUSTER HILL NW TANK      APPROX. 8.1 KM 2700718.8 |
 KF1083| KF1104 FORT RILEY NORTH TANK               APPROX. 7.4 KM 2743516.4 |
 KF1083|---------------------------------------------------------------------|
 KF1083
 KF1083                          SUPERSEDED SURVEY CONTROL
 KF1083
 KF1083  NAD 83(1986)-  39 06 43.01625(N)    096 43 39.91676(W) AD(       ) 2
 KF1083  NAD 27      -  39 06 43.03370(N)    096 43 38.89520(W) AD(       ) 2
 KF1083  NGVD 29 (07/19/86)  387.1    (m)         1270.     (f) VERT ANG       
 KF1083
 KF1083.Superseded values are not recommended for survey control.
 KF1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1083.See file dsdata.txt to determine how the superseded data were derived.
 KF1083
 KF1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9645831658(NAD 83)
 KF1083_MARKER: DS = TRIANGULATION STATION DISK
 KF1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF1083+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 KF1083
 KF1083  HISTORY     - Date     Condition        Report By
 KF1083  HISTORY     - 1947     MONUMENTED       CGS
 KF1083  HISTORY     - 1958     GOOD             CGS
 KF1083  HISTORY     - 1964     GOOD             CGS
 KF1083  HISTORY     - 1966     GOOD             CGS
 KF1083  HISTORY     - 1970     GOOD             NGS
 KF1083  HISTORY     - 20030610 GOOD             KS127
 KF1083
 KF1083                          STATION DESCRIPTION
 KF1083
 KF1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1083'LOCATED ON A HIGH RIDGE ABOUT 1.5 MILES SOUTHWEST OF THE CENTER
 KF1083'OF THE TOWN OF OGDEN AT THE SITE OF THE FT. RILEY RADIO RANGE
 KF1083'TOWERS, 47.5 FEET NORTHEAST OF A SOUTH FENCE CORNER AND 12.5 FEET
 KF1083'SOUTHEAST OF A WIRE FENCE.  IT IS STAMPED D F Y 1947 AND PROJECTS
 KF1083'3 INCHES.
 KF1083'
 KF1083'REFERENCE MARK NO. 1 IS 79.6 FEET NORTHEAST OF THE SOUTH FENCE
 KF1083'CORNER AND 3 INCHES SOUTHEAST OF THE WIRE FENCE.  IT IS A
 KF1083'STANDARD DISK STAMPED D F Y NO 1 1947 SET IN A DRILL HOLE IN
 KF1083'THE CONCRETE OF A FENCE POST BASE.  IT IS FLUSH WITH THE GROUND.
 KF1083'
 KF1083'REFERENCE MARK NO. 2 IS ABOUT 25 FEET SOUTHWEST OF THE SOUTHWEST
 KF1083'EDGE OF A RAVINE AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 KF1083'IT IS STAMPED D F Y NO 2 1947 AND PROJECTS 4 INCHES.
 KF1083'
 KF1083'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF THE TOWN OF OGDEN, 0.05
 KF1083'MILE NORTH OF THE ENTRANCE TO FT. RILEY, 34 FEET EAST OF THE
 KF1083'CENTER OF U.S. HIGHWAY NO. 40, 1.5 FEET SOUTHWEST OF A REFERENCE
 KF1083'POST AND 1 FOOT WEST OF A WIRE FENCE.  IT IS STAMPED D F Y 1947
 KF1083'AND PROJECTS 6 INCHES.
 KF1083'
 KF1083'TO REACH THE STATION FROM THE ENTRANCE TO FT. RILEY AT THE SOUTH
 KF1083'EDGE OF THE TOWN OF OGDEN, GO SOUTHWEST ON U.S. HIGHWAY NO. 40
 KF1083'FOR 1.6 MILES, THEN RIGHT (NORTHWESTERLY) FOR 1.0 MILE TO A FORK,
 KF1083'THEN RIGHT FORK FOR 0.4 MILE TO THE GATE AT THE RADIO RANGE
 KF1083'TOWERS.  TURN RIGHT FOR 0.15 MILE TO THE SOUTH FENCE CORNER AND
 KF1083'THE STATION AS DESCRIBED.
 KF1083'
 KF1083'A 77 FOOT SIGNAL AT ERRICSSEN 1889 IS VISIBLE AT 37 FEET.
 KF1083'
 KF1083'A 4 FOOT SIGNAL AT M M A IS VISIBLE ON THE GROUND.
 KF1083'
 KF1083'A 47 FOOT SIGNAL AT DAVIS IS VISIBLE ON THE GROUND.
 KF1083'
 KF1083'A 4 FOOT SIGNAL AT MC DOWELL IS VISIBLE ON THE GROUND.
 KF1083'
 KF1083'A 74 FOOT SIGNAL AT MARSHALL FIELD IS VISIBLE ON THE GROUND.
 KF1083'
 KF1083'A 10 FOOT SIGNAL AT OGDEN 1935 IS VISIBLE ON THE GROUND.
 KF1083'
 KF1083'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KF1083
 KF1083                          STATION RECOVERY (1958)
 KF1083
 KF1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 KF1083'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 KF1083'CONDITION.  THE AZIMUTH MARK IS IN DANGER OF BEING DESTROYED DUE
 KF1083'TO ROAD CONSTRUCTION ON STATE HIGHWAY 18 WHICH WAS PREVIOUSLY U.S.
 KF1083'HIGHWAY 40.  OBSERVATIONS WERE MADE ON THE MARSHALL FIELD WATER
 KF1083'TANK, WHICH MAY BE USED AS AN AZIMUTH.  THE FORT RILEY RADIO
 KF1083'RANGE TOWERS AT THE STATION SITE HAVE BEEN TORN DOWN.  THE
 KF1083'DISTANCES TO THE REFERENCE MARKS WERE FOUND TO BE THE SAME AS
 KF1083'STATED IN THE ORIGINAL DESCRIPTION.  THE DIRECTIONS TO BOTH
 KF1083'R.M.S CHECKED.  THE ORIGINAL DESCRIPTION IS ADEQUATE, A NEW TO
 KF1083'REACH FOLLOWS.
 KF1083'
 KF1083'TO REACH THE STATION FROM THE ENTRANCE TO FORT RILEY AT THE SOUTH
 KF1083'EDGE OF OGDEN, GO SOUTH ON STATE HIGHWAY 18 FOR 1.5 MILES TO A
 KF1083'CROSSROAD.  TURN RIGHT AND GO NORTHWEST ON GRAVELED ROAD FOR 1.0
 KF1083'MILE TO A Y-INTERSECTION.  TAKE RIGHT FORK AND GO EAST ON GRAVELED
 KF1083'ROAD FOR 0.35 MILE TO A HIGH WOVEN WIRE FENCE.  CONTINUE STRAIGHT
 KF1083'AHEAD AND FOLLOW ROAD EAST ALONG THE SOUTH SIDE OF FENCE FOR 0.1
 KF1083'MILE TO THE SOUTHEAST CORNER OF THE FENCED ENCLOSED AREA AND
 KF1083'THE STATION.
 KF1083
 KF1083                          STATION RECOVERY (1964)
 KF1083
 KF1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KF1083'THIS STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK AND
 KF1083'REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.  REFERENCE
 KF1083'MARK NO. 1 WAS NOT RECOVERED AND THE AZIMUTH MARK WAS DESTROYED.
 KF1083'THE DISK FOR THE AZIMUTH MARK WAS RECOVERED.  THE FORT RILEY RADIO
 KF1083'RANGE TOWERS HAVE BEEN DISMANTLED.  THERE IS A SMALL BRICK
 KF1083'BUILDING ABOUT 150 YARDS NORTH OF THE STATION.  THE FENCE AROUND
 KF1083'THE TOWERS HAS BEEN REMOVED, ALSO.  A COMPLETE DESCRIPTION
 KF1083'FOLLOWS.
 KF1083'
 KF1083'STATION IS LOCATED ABOUT 1 AND 1/2 MILES WEST-SOUTHWEST OF THE
 KF1083'CENTER OF THE TOWN OF OGDEN, AND 1/2 MILE WEST OF THE EAST
 KF1083'ENTRANCE GATE TO FORT RILEY ON A HIGH HILL WHICH WAS THE FORMER
 KF1083'SITE FOR THE FORT RILEY RADIO RANGE TOWERS, IN THE NE 1/4 OF SEC.
 KF1083'11, T 11 S, R 6 E, ON THE FORT RILEY MILITARY RESERVATION, ABOUT
 KF1083'150 YARDS SOUTH-SOUTHWEST OF A DESERTED BRICK BUILDING, ABOUT
 KF1083'100 YARDS SOUTH OF A PERMANENT TARGET RANGE POLE, 101 FEET SOUTH
 KF1083'OF THE CONCRETE BASE FOR THE MOST SOUTH OF THE RADIO RANGE
 KF1083'TOWERS WHICH HAVE BEEN DISMANTLED, 4 FEET WEST OF A STEEL
 KF1083'POST WITH A WOOD SIGN, AND 1 FOOT SOUTH OF A NEW STEEL POST
 KF1083'WITH A SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KF1083'DFY 1947.
 KF1083'
 KF1083'REFERENCE MARK NO. 2 IS 52.29 FEET SOUTH-SOUTHEAST OF THE STATION,
 KF1083'153 FEET SOUTH OF A LARGE CONCRETE BASE USED FOR RADIO RANGE
 KF1083'TOWERS WHICH HAVE DISMANTLED, AND 1 FOOT WEST OF A NEW STEEL
 KF1083'POST WITH SIGN.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 KF1083'STAMPED DFY NO 2 1947.
 KF1083'
 KF1083'REFERENCE MARK NO. 1 WAS NOT RECOVERED AND THE AZIMUTH MARK HAS
 KF1083'BEEN DESTROYED.
 KF1083'
 KF1083'TO REACH THE STATION FROM THE EAST ENTRANCE TO FORT RILEY WHICH
 KF1083'IS ABOUT 1 MILE SOUTHWEST OF THE CENTER OF THE TOWN OF OGDEN,
 KF1083'GO SOUTHWEST ON STATE HIGHWAY 18 IN FORT RILEY MILITARY
 KF1083'RESERVATION FOR 1.5 MILES TO CROSSROADS.  TURN RIGHT AND GO
 KF1083'NORTH-NORTHEAST ON A GRAVEL ROAD FOR 1.0 MILE TO A SIDE ROAD
 KF1083'JUST BEFORE REACHING THE TOP OF THE GRADE.  TURN RIGHT OFF MAIN
 KF1083'GRAVEL ROAD AND FOLLOW FIELD ROAD SOUTHEAST FOR 0.3 MILE TO AN
 KF1083'ABANDONED GATE AT THE FORMER SITE OF THE RADIO RANGE TOWERS.
 KF1083'TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE STATION.
 KF1083'
 KF1083'NOTE- THIS STATION WILL BE VISITED TO SET ANOTHER REFERENCE MARK.
 KF1083'
 KF1083'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF1083
 KF1083                          STATION RECOVERY (1966)
 KF1083
 KF1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1083'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 KF1083'DESCRIBED IN 1964 AND WERE FOUND IN GOOD CONDITION.  THE 1964
 KF1083'LOCATION AND THE TO REACH THE STATION WERE FOUND ADEQUATE.  THE
 KF1083'DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED, BUT THE DISTANCE
 KF1083'FAILED TO CHECK BY 0.09 FEET.  REFERENCE MARK NO. 1 AND THE
 KF1083'AZIMUTH MARK HAVE BEEN DESTROYED.
 KF1083'
 KF1083'INTERSECTION STATIONS CAN BE USED FOR THE AZIMUTH MARK.
 KF1083'
 KF1083'REFERENCE MARK NO. 3 WAS SET.
 KF1083'
 KF1083'A DESCRIPTION FOR THE MARKS FOLLOWS.
 KF1083'
 KF1083'STATION MARK, A STANDARD DISK STAMPED DFY 1947, IS SET IN THE
 KF1083'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 KF1083'ABOUT 150 YARDS SOUTH-SOUTHWEST OF AN OLD ABANDONED BRICK
 KF1083'BUILDING, 70 FEET EAST OF THE CENTER OF A TRACK ROAD, 4 FEET WEST
 KF1083'OF A STEEL POST AND SIGN DFY, AND 1 FOOT SOUTH OF A METAL
 KF1083'WITNESS POST.
 KF1083'
 KF1083'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DFY NO 2 1947, IS
 KF1083'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KF1083'IT IS 153 FEET SOUTH OF A LARGE CONCRETE BASE USED FOR RADIO
 KF1083'RANGE TOWERS WHICH HAVE BEEN DISMANTLED, 61 FEET NORTHEAST OF
 KF1083'A TRACK ROAD, AND 1 FOOT WEST OF A METAL WITNESS POST.
 KF1083'
 KF1083'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DFY NO 3 1947, IS
 KF1083'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 KF1083'SURFACE OF THE GROUND.  IT IS 7 FEET WEST OF THE CENTER OF THE
 KF1083'TRACK ROAD.
 KF1083
 KF1083                          STATION RECOVERY (1970)
 KF1083
 KF1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1083'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED
 KF1083'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO BOTH
 KF1083'REFERENCE MARKS CHECKED FAVORABLE WITH THE 1964 DATA.  THE TO
 KF1083'REACH IS ADEQUATE.
 KF1083
 KF1083                          STATION RECOVERY (2003)
 KF1083
 KF1083'RECOVERY NOTE BY KS NAT GRD 1ST BN 127TH FLD SV 2003 (MLP)
 KF1083'SGT WINSKY RECOVERED REMNANTS OF REFERENCE MARKS 1 AND 2 ON APRIL
 KF1083'2002.  SP4 EASTWOOD, SP4 HOUSE, SP4 NEAL, SGT MUSICK, SSG AHRENS, AND
 KF1083'SFC POMES SET 50 CALIBER MACHINE GUN SHELLS ADJACENT TO THE REMNANTS
 KF1083'AND COMPLETED FIELD WORK TO DETERMINE THE COORDINATES OF THE RESETS ON
 KF1083'10JUN03.
 KF1083' 
 KF1083'THE COORDINATES TO REF 1 RESET ARE 696,467.49 METERS EAST,
 KF1083'4,331,660.81 METERS NORTH IN UTM GRID ZONE 14S USING THE WGS84 DATUM.
 KF1083'THE COORDINATES TO REF 2 RESET ARE 696,468.05 METERS EAST,
 KF1083'4,331,645.62 METERS NORTH.  THE COORDINATES TO REF 3 ARE 696,468.05
 KF1083'METERS EAST, 4,331,645.62 METERS NORTH.  THE PARTY USED A T-16
 KF1083'THEODOLITE TO MEASURE ANGLES AND A 30-METER STEEL TAPE TO MEASURE
 KF1083'DISTANCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0655 ***********************************************************************
 KG0655  DESIGNATION -  DIAL RESET
 KG0655  PID         -  KG0655
 KG0655  STATE/COUNTY-  KS/OSBORNE
 KG0655  USGS QUAD   -  COVERT (1978)
 KG0655
 KG0655                         *CURRENT SURVEY CONTROL
 KG0655  ___________________________________________________________________
 KG0655* NAD 83(1997)-  39 15 03.85039(N)    098 46 08.58983(W)     ADJUSTED  
 KG0655* NAVD 88     -       624.2    (meters)    2048.     (feet)  VERTCON   
 KG0655  ___________________________________________________________________
 KG0655  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 KG0655  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 KG0655
 KG0655  HORZ ORDER  -  FIRST
 KG0655
 KG0655.The horizontal coordinates were established by classical geodetic methods
 KG0655.and adjusted by the National Geodetic Survey in October 1998..
 KG0655
 KG0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0655
 KG0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0655
 KG0655.The geoid height was determined by GEOID03.
 KG0655
 KG0655;                    North         East     Units Scale Factor Converg.
 KG0655;SPC KS N     -   102,161.094   333,619.473   MT  0.99995685   -0 29 11.7
 KG0655;UTM  14      - 4,344,664.054   519,927.272   MT  0.99960489   +0 08 46.1
 KG0655
 KG0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0655!SPC KS N     -   0.99990617  x   0.99995685  =   0.99986302
 KG0655!UTM  14      -   0.99990617  x   0.99960489  =   0.99951109
 KG0655
 KG0655|---------------------------------------------------------------------|
 KG0655| PID    Reference Object                     Distance      Geod. Az  |
 KG0655|                                                           dddmmss.s |
 KG0655| CN9163 DIAL RM 3                           169.844 METERS 14320     |
 KG0655| CN9162 DIAL RM 2                            29.544 METERS 14320     |
 KG0655| CN9160 DIAL AZ MK                                         1853357.5 |
 KG0655| CN9161 DIAL RM 1                            23.706 METERS 23329     |
 KG0655|---------------------------------------------------------------------|
 KG0655
 KG0655                          SUPERSEDED SURVEY CONTROL
 KG0655
 KG0655  NAD 83(1986)-  39 15 03.85818(N)    098 46 08.59066(W) AD(       ) 1
 KG0655  NAD 27      -  39 15 03.82000(N)    098 46 07.31100(W) AD(       ) 1
 KG0655  NGVD 29 (07/19/86)  624.0    (m)         2047.     (f) VERT ANG       
 KG0655
 KG0655.Superseded values are not recommended for survey control.
 KG0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0655.See file dsdata.txt to determine how the superseded data were derived.
 KG0655
 KG0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1992744664(NAD 83)
 KG0655_MARKER: V = STONE MONUMENT
 KG0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0655
 KG0655  HISTORY     - Date     Condition        Report By
 KG0655  HISTORY     - 1897     MONUMENTED       CGS
 KG0655  HISTORY     - 1934     GOOD             CGS
 KG0655  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KG0655  HISTORY     - 1950     GOOD             CGS
 KG0655
 KG0655                          STATION DESCRIPTION
 KG0655
 KG0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (FDG)
 KG0655'ON A PROMINENT HILL KNOWN LOCALLY AS SAND MOUND, NEAR THE
 KG0655'WEST CENTER OF THE SW 1/4 SEC. 22, T. 9 S., R. 13 W.  A
 KG0655'NORTH-SOUTH SECTION-LINE ROAD CROSSES SAND MOUND AT A SHORT
 KG0655'DISTANCE WEST OF THE STATION.  THE SURFACE MARK IS A LIMESTONE
 KG0655'POST 6 INCHES SQUARE AND 2 FEET LONG, PLACED WITH ITS TOP
 KG0655'FLUSH WITH THE SURFACE, MARKED BY A DRILL HOLE AND THE LETTERS
 KG0655'U.S.C.S.  THE UNDERGROUND MARK IS A CROSS IN THE TOP OF A
 KG0655'COPPER BOLT 6 INCHES LONG AND 0.6 INCH IN DIAMETER WEDGED
 KG0655'WITH WIRE NAILS IN A DRILL HOLE IN A FLAT LEDGE OF ROCK
 KG0655'WHICH IS IN ITS ORIGINAL POSITION.  THE BOLT IS 2.03 FEET
 KG0655'BELOW THE TOP OF THE SURFACE MARK.
 KG0655
 KG0655                          STATION RECOVERY (1934)
 KG0655
 KG0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KG0655'ON A PROMINENT HILL KNOWN LOCALLY AS SAND MOUND, IN THE
 KG0655'SOUTHWEST QUARTER OF SEC. 22, T. 9 S., R. 13 W., ABOUT 50
 KG0655'RODS NORTH AND 13 RODS EAST OF THE SOUTHWEST CORNER OF THE
 KG0655'SECTION.  THE ORIGINAL SURFACE MARK HAS BEEN REMOVED.  THE
 KG0655'UNDERGROUND MARK IS A CROSS IN THE TOP OF A COPPER BOLT,
 KG0655'6 INCHES LONG, WEDGED WITH WIRE NAILS IN A DRILL HOLE IN
 KG0655'A FLAT LEDGE OF ROCK IN ITS NATURAL POSITION, ABOUT 2 FEET
 KG0655'BELOW THE SURFACE OF THE GROUND.  IT IS SURROUNDED BY A
 KG0655'CIRCULAR PIT ABOUT 3 FEET IN DIAMETER AND 6 INCHES DEEP.
 KG0655'AN IRREGULARLY SHAPED STONE ABOUT 14- BY 10- BY 8 INCHES
 KG0655'IS PLACED IN THE PIT OVER THE MARK, AND PROJECTS ABOUT 6
 KG0655'INCHES ABOVE THE CIRCULAR PIT.
 KG0655
 KG0655                          STATION RECOVERY (1935)
 KG0655
 KG0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 KG0655'STATION RECOVERED AS DESCRIBED.
 KG0655'
 KG0655'ABOUT 6 MILES, AIRLINE, SOUTHEAST OF TOWN OF COVERT, IN
 KG0655'SOUTHWEST QUARTER OF SEC. 22, T. 9 S., R. 13 W., ON PROPERTY
 KG0655'OWNED BY MR. FRED ROGERS, WHO LIVES IN TOWN OF COVERT.  SURFACE
 KG0655'MARK WAS DESTROYED.  UNDERGROUND MARK, A 1/2-INCH BOLT WITH
 KG0655'CROSS ON TOP, SET IN DRILL HOLE IN ROCK LEDGE 2.03 FEET
 KG0655'BELOW GROUND SURFACE.  THE STATION WAS RE-MARKED AS FOLLOWS-
 KG0655'THE ORIGINAL UNDERGROUND MARK WAS NOT CHANGED.  OVER IT WAS
 KG0655'PLACED A LAYER OF SAND, ABOUT 1 INCH THICK, THEN A STANDARD
 KG0655'STATION TABLET, WITH NAME AND DATE ON IT, SET IN A CONCRETE
 KG0655'BLOCK, WITH TOP 12 INCHES BELOW GROUND SURFACE.
 KG0655'
 KG0655'TO REACH FROM OSBORNE, GO TO TOWN OF COVERT BY PAVED HIGHWAYS,
 KG0655'FROM THERE GO SOUTH FOR 0.6 MILE, TURN LEFT, GO EAST FOR
 KG0655'0.3 MILE, TURN RIGHT, GO SOUTH 0.5 MILE, TURN RIGHT, GO
 KG0655'EAST FOR 1.0 MILE, TURN RIGHT, GO EAST 1.0 MILE, TURN RIGHT,
 KG0655'GO SOUTH 0.9 MILE TO TOP OF RIDGE JUST WEST OF SAND MOUND.
 KG0655'
 KG0655'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 KG0655'IN CONCRETE AS DESCRIBED.  ALL MARKS
 KG0655'ARE STAMPED WITH NAME AND DATE (1897).
 KG0655'
 KG0655'REFERENCE MARK NO. 1 IS SET IN ROCK LEDGE ON SOUTH EDGE
 KG0655'OF HILL.  BEARINGS AND DISTANCES FROM REFERENCE MARK NO. 1
 KG0655'TO CERTAIN POINTS ARE- TO REFERENCE MARK NO. 2, S 87 DEG 09 MIN E,
 KG0655'37.88 METERS (124.30 FEET), TO REFERENCE MARK NO.
 KG0655'3, S 56 DEG 35 MIN E, 172.18 METERS (COMPUTED).
 KG0655'
 KG0655'REFERENCE MARK NO. 2 IS SET IN ROCK LEDGE ON NORTH SIDE
 KG0655'OF SMALL HILL.  BEARING AND DISTANCE TO REFERENCE MARK NO.
 KG0655'3 FROM REFERENCE MARK NO. 2 IS S 48 DEG 30 MIN E, 140.96 METERS.
 KG0655'
 KG0655'BEARINGS AND DISTANCES FROM THE STATION TO CERTAIN POINTS
 KG0655'ARE- TO REFERENCE MARK NO. 1, 41 DEG 30 MIN (MAGNETIC),
 KG0655'23.595 METERS (77.44 FEET), TO REFERENCE MARK NO. 2, S 48
 KG0655'DEG 30 MIN E, 29.52 METERS (96.86 FEET), TO REFERENCE MARK
 KG0655'NO. 3, AZIMUTH MARK, S 48 DEG 30 MIN E, 170.48 METERS, TO POINT
 KG0655'OF NORTH GABLE OF HOUSE TO THE SOUTH, S 18 DEG 33 MIN E.
 KG0655
 KG0655                          STATION RECOVERY (1950)
 KG0655
 KG0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0655'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 KG0655'REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND TO BE IN GOOD
 KG0655'CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A DIFFERENCE
 KG0655'WAS FOUND IN THE DISTANCES TO THE REFERENCE MARKS.
 KG0655'
 KG0655'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KG0655'
 KG0655'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH AND 2.0 MILES
 KG0655'EAST OF WALDO AND ABOUT 6.0 MILES SOUTHEAST OF COVERT ON
 KG0655'THE HIGHEST POINT OF A PROMINENT FLAT TOPPED HILL, 5 FEET
 KG0655'EAST OF A WITNESS POST.  IT IS A STANDARD STATION DISK SET
 KG0655'IN A BLOCK OF CONCRETE AND IS 12 INCHES BELOW THE GROUND
 KG0655'SURFACE.  IT IS STAMPED DIAL 1897.
 KG0655'
 KG0655'REFERENCE MARK NO. 1 IS IN A ROCK LEDGE ON THE SOUTHWEST
 KG0655'SLOPE OF HILL, 7 FEET LOWER IN ELEVATION THAN THE STATION.
 KG0655'IT IS STAMPED DIAL RM 1 1897.
 KG0655'
 KG0655'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE ON THE SAME
 KG0655'ELEVATION AS THE STATION.  IT IS STAMPED DIAL RM 2 1897
 KG0655'AND IS FLUSH WITH THE GROUND SURFACE.
 KG0655'
 KG0655'REFERENCE MARK NO. 3 IS ON THE NORTHEAST SLOPE OF A SHARP
 KG0655'POINTED MOUND ABOUT 10 FEET LOWER IN ELEVATION THAN THE
 KG0655'STATION.  IT IS STAMPED DIAL RM 3 1897.
 KG0655'
 KG0655'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 20 FEET WEST
 KG0655'OF THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET NORTH OF A WITNESS
 KG0655'POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS
 KG0655'STAMPED DIAL 1950 AND PROJECTS 2 INCHES.
 KG0655'
 KG0655'TO REACH THE STATION FROM THE POST OFFICE IN COVERT, GO
 KG0655'NORTH ON GRAVELED ROAD FOR 0.25 MILE TO A FORK, TAKE RIGHT
 KG0655'FORK AND GO EAST FOR 0.75 MILE TO A POINT WHERE MAIN ROAD
 KG0655'TURNS LEFT.  CONTINUE STRAIGHT AHEAD, EAST, ON DIRT ROAD
 KG0655'FOR 0.55 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR
 KG0655'1.5 MILES TO A T INTERSECTION, TURN LEFT AND GO EAST FOR
 KG0655'1.1 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR
 KG0655'0.9 MILE TO TOP OF HILL AND END OF TRUCK TRAVEL.  FROM THIS
 KG0655'POINT THE STATION IS ABOUT 100 YARDS EAST ON THE HIGHEST
 KG0655'POINT OF HILL AS DESCRIBED.  (CONTINUE SOUTH ON DIRT ROAD
 KG0655'FOR 0.5 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0754 ***********************************************************************
 JG0754  DESIGNATION -  DICK
 JG0754  PID         -  JG0754
 JG0754  STATE/COUNTY-  KS/RICE
 JG0754  USGS QUAD   -  CHASE (1970)
 JG0754
 JG0754                         *CURRENT SURVEY CONTROL
 JG0754  ___________________________________________________________________
 JG0754* NAD 83(1997)-  38 18 15.45531(N)    098 18 38.36689(W)     ADJUSTED  
 JG0754* NAVD 88     -       523.     (meters)    1716.     (feet)  SCALED    
 JG0754  ___________________________________________________________________
 JG0754  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 JG0754  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 JG0754
 JG0754  HORZ ORDER  -  THIRD
 JG0754
 JG0754.The horizontal coordinates were established by classical geodetic methods
 JG0754.and adjusted by the National Geodetic Survey in October 1998..
 JG0754
 JG0754.The orthometric height was scaled from a topographic map.
 JG0754
 JG0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0754
 JG0754.The geoid height was determined by GEOID03.
 JG0754
 JG0754;                    North         East     Units Scale Factor Converg.
 JG0754;SPC KS S     -   581,771.326   416,560.771   MT  0.99995863   +0 06 58.9
 JG0754;UTM  14      - 4,239,802.596   560,271.836   MT  0.99964474   +0 25 38.3
 JG0754
 JG0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0754!SPC KS S     -   0.99992216  x   0.99995863  =   0.99988080
 JG0754!UTM  14      -   0.99992216  x   0.99964474  =   0.99956693
 JG0754
 JG0754|---------------------------------------------------------------------|
 JG0754| PID    Reference Object                     Distance      Geod. Az  |
 JG0754|                                                           dddmmss.s |
 JG0754| CK8523 DICK RM 1                             5.213 METERS 09029     |
 JG0754| CK8522 DICK AZ MK                                         1942632.5 |
 JG0754| CK8524 DICK RM 2                             7.930 METERS 26851     |
 JG0754|---------------------------------------------------------------------|
 JG0754
 JG0754                          SUPERSEDED SURVEY CONTROL
 JG0754
 JG0754  NAD 83(1986)-  38 18 15.46294(N)    098 18 38.36715(W) AD(       ) 3
 JG0754  NAD 27      -  38 18 15.42500(N)    098 18 37.13400(W) AD(       ) 3
 JG0754
 JG0754.Superseded values are not recommended for survey control.
 JG0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0754.See file dsdata.txt to determine how the superseded data were derived.
 JG0754
 JG0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6027239803(NAD 83)
 JG0754_MARKER: DS = TRIANGULATION STATION DISK
 JG0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0754_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0754
 JG0754  HISTORY     - Date     Condition        Report By
 JG0754  HISTORY     - 1953     MONUMENTED       CGS
 JG0754
 JG0754                          STATION DESCRIPTION
 JG0754
 JG0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0754'THE STATION IS ABOUT 6 MILES NORTHWEST OF LYONS, 5 MILES SOUTHEAST
 JG0754'OF CHASE, IN THE SOUTHEAST CORNER OF SEC. 15, T 20 S, R 9 W,
 JG0754'AND ON LAND OWNED BY MR. DICK WHO LIVES ABOUT 100 YARDS WEST OF
 JG0754'THE STATION.  IT IS 27 FEET NORTH OF THE CENTER OF A GRAVELED
 JG0754'ROAD, 18 FEET WEST OF A T-INTERSECTION OF FENCE LINES AND 7
 JG0754'FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST.
 JG0754'
 JG0754'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 JG0754'HIGHWAY 50 N IN CHASE, GO SOUTHEASTERLY ON HIGHWAY 50 N FOR 2.0
 JG0754'MILES TO A CROSSROADS, TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 JG0754'FOR 3.0 MILES TO TWO FARMHOUSES AND A CROSSROADS, (THE AZIMUTH
 JG0754'MARK IS 0.3 MILE SOUTH OF THIS POINT) TURN LEFT AND GO EAST 0.1
 JG0754'MILE TO THE STATION ON THE LEFT.
 JG0754'
 JG0754'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DICK
 JG0754'1953.
 JG0754'
 JG0754'REFERENCE MARK 1 IS 27 FEET NORTH OF THE CENTER OF THE ROAD AND 3
 JG0754'FEET SOUTH OF THE INTERSECTION OF FENCE LINES.  THE MARK PROJECTS
 JG0754'6 INCHES AND THE DISK IS STAMPED DICK NO 1 1953.
 JG0754'
 JG0754'REFERENCE MARK 2 IS 27 FEET NORTH OF THE CENTER OF THE ROAD
 JG0754'AND 3 FEET SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 JG0754'DISK IS STAMPED DICK NO 2 1953.
 JG0754'
 JG0754'THE AZIMUTH MARK IS 31 FEET WEST OF THE CENTER OF A GRAVELED
 JG0754'ROAD, 10 FEET SOUTH OF AN OLD WELL, 8 FEET NORTH OF A 10-INCH
 JG0754'ELM TREE AND 3 FEET NORTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.
 JG0754'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DICK 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1338 ***********************************************************************
 JF1338  DESIGNATION -  DICKSON
 JF1338  PID         -  JF1338
 JF1338  STATE/COUNTY-  KS/LYON
 JF1338  USGS QUAD   -  ALLEN SE (1972)
 JF1338
 JF1338                         *CURRENT SURVEY CONTROL
 JF1338  ___________________________________________________________________
 JF1338* NAD 83(1997)-  38 34 01.07538(N)    096 05 50.53681(W)     ADJUSTED  
 JF1338* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 JF1338  ___________________________________________________________________
 JF1338  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 JF1338  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 JF1338
 JF1338  HORZ ORDER  -  FIRST
 JF1338
 JF1338.The horizontal coordinates were established by classical geodetic methods
 JF1338.and adjusted by the National Geodetic Survey in October 1998..
 JF1338
 JF1338.The orthometric height was scaled from a topographic map.
 JF1338
 JF1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1338
 JF1338.The geoid height was determined by GEOID03.
 JF1338
 JF1338;                    North         East     Units Scale Factor Converg.
 JF1338;SPC KS S     -   613,609.556   609,370.590   MT  1.00000006   +1 28 35.3
 JF1338;UTM  14      - 4,272,719.547   752,892.861   MT  1.00038766   +1 48 37.9
 JF1338
 JF1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1338!SPC KS S     -   0.99994627  x   1.00000006  =   0.99994633
 JF1338!UTM  14      -   0.99994627  x   1.00038766  =   1.00033391
 JF1338
 JF1338:                Primary Azimuth Mark                     Grid Az
 JF1338:SPC KS S     -  DICKSON AZ MK                            225 59 50.3
 JF1338:UTM  14      -  DICKSON AZ MK                            225 39 47.7
 JF1338
 JF1338|---------------------------------------------------------------------|
 JF1338| PID    Reference Object                     Distance      Geod. Az  |
 JF1338|                                                           dddmmss.s |
 JF1338| CL5049 DICKSON AZ MK                                      2272825.6 |
 JF1338| CL5050 DICKSON RM 1                         23.026 METERS 27510     |
 JF1338| CL5051 DICKSON RM 2                         21.827 METERS 33833     |
 JF1338|---------------------------------------------------------------------|
 JF1338
 JF1338                          SUPERSEDED SURVEY CONTROL
 JF1338
 JF1338  NAD 83(1986)-  38 34 01.08221(N)    096 05 50.53730(W) AD(       ) 1
 JF1338  NAD 27      -  38 34 01.04341(N)    096 05 49.56266(W) AD(       ) 1
 JF1338
 JF1338.Superseded values are not recommended for survey control.
 JF1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1338.See file dsdata.txt to determine how the superseded data were derived.
 JF1338
 JF1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5289372720(NAD 83)
 JF1338_MARKER: DS = TRIANGULATION STATION DISK
 JF1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1338
 JF1338  HISTORY     - Date     Condition        Report By
 JF1338  HISTORY     - 1956     MONUMENTED       CGS
 JF1338  HISTORY     - 1968     GOOD             CGS
 JF1338
 JF1338                          STATION DESCRIPTION
 JF1338
 JF1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1338'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF EMPORIA, 8.5
 JF1338'MILES NORTHWEST OF READING AND 5 MILES SOUTH OF ADMIRE, ON THE
 JF1338'EAST SIDE OF STATE HIGHWAY 99 AND ON LAND OWNED BY MR. MATTHEW
 JF1338'DICKSON.  IT IS 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JF1338'DICKSON FARM HOUSE, 51 FEET EAST OF THE CENTERLINE OF STATE
 JF1338'HIGHWAY 99, 25 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY
 JF1338'INTO THE YARD AND 19.5 FEET NORTH OF THE CENTERLINE OF A
 JF1338'SOUTH DRIVEWAY INTO THE YARD.  THE MARK IS FLUSH AND THE DISK
 JF1338'IS STAMPED DICKSON 1956.
 JF1338'
 JF1338'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S AND
 JF1338'STATE HIGHWAY 99 (6TH AVENUE AND COMMERCIAL STREET) IN EMPORIA,
 JF1338'GO NORTH ON STATE HIGHWAY 99 FOR 7.3 MILES TO A ROAD FORK.  BEAR
 JF1338'RIGHT AND CONTINUE EAST AND NORTHEAST ON STATE HIGHWAY 99 FOR
 JF1338'4.7 MILES TO A ROAD FORK (JUNCTION WITH STATE HIGHWAY 70).
 JF1338'CONTINUE STRAIGHT AHEAD, NORTH ON STATE HIGHWAY 99 FOR 3.2 MILES
 JF1338'TO A FARM HOUSE ON THE RIGHT AND STATION ON THE RIGHT AS
 JF1338'DESCRIBED.
 JF1338'
 JF1338'REFERENCE MARK 1 IS 25 FEET WEST OF THE CENTERLINE OF STATE
 JF1338'HIGHWAY 99, 4 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 JF1338'OF A NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 JF1338'IS STAMPED DICKSON NO 1 1956.
 JF1338'
 JF1338'REFERENCE MARK 2 IS 74 FEET NORTHEAST OF THE WHITE WITNESS POST,
 JF1338'26 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 99 AND 1 FOOT
 JF1338'SOUTH OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS
 JF1338'STAMPED DICKSON NO 2 1956.
 JF1338'
 JF1338'THE AZIMUTH MARK IS 23 FEET SOUTH OF THE CENTERLINE OF AN
 JF1338'EAST-WEST SECTION LINE ROAD, 3.5 FEET WEST OF A WHITE WITNESS
 JF1338'POST, 3.5 FEET EAST OF A POWER LINE POLE AND 1 FOOT NORTH OF
 JF1338'A FENCE LINE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 JF1338'IS STAMPED DICKSON 1956.
 JF1338'
 JF1338'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 JF1338'HIGHWAY 99 FOR 0.15 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST
 JF1338'ON GRAVELED ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AS
 JF1338'DESCRIBED.
 JF1338'
 JF1338'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JF1338
 JF1338                          STATION RECOVERY (1968)
 JF1338
 JF1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1338'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1338'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1338'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1338'FOR RECOVERY.
 JF1338'
 JF1338'A METAL WITNESS POST WAS SET 1 FOOT NORTHWEST OF REFERENCE
 JF1338'MARK NO. 2.
 JF1338'
 JF1338'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JF1338'
 JF1338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 JF1338'SOUTH OF ADMIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0785 ***********************************************************************
 HE0785  DESIGNATION -  DIEDIKER
 HE0785  PID         -  HE0785
 HE0785  STATE/COUNTY-  KS/LABETTE
 HE0785  USGS QUAD   -  PARSONS WEST (1973)
 HE0785
 HE0785                         *CURRENT SURVEY CONTROL
 HE0785  ___________________________________________________________________
 HE0785* NAD 83(1997)-  37 21 55.22672(N)    095 20 25.62977(W)     ADJUSTED  
 HE0785* NAVD 88     -       293.61   (+/-2cm)     963.3    (feet)  VERTCON   
 HE0785  ___________________________________________________________________
 HE0785  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HE0785  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 HE0785
 HE0785  HORZ ORDER  -  SECOND
 HE0785  VERT ORDER  -  THIRD ? (See Below)
 HE0785
 HE0785.The horizontal coordinates were established by classical geodetic methods
 HE0785.and adjusted by the National Geodetic Survey in October 1998..
 HE0785
 HE0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0785.The vertical order pertains to the NGVD 29 superseded value.
 HE0785
 HE0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0785
 HE0785.The geoid height was determined by GEOID03.
 HE0785
 HE0785;                    North         East     Units Scale Factor Converg.
 HE0785;SPC KS S     -   482,284.257   679,826.728   MT  0.99998207   +1 56 29.9
 HE0785;UTM  15      - 4,137,971.936   292,740.961   MT  1.00012917   -1 25 15.3
 HE0785
 HE0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0785!SPC KS S     -   0.99995868  x   0.99998207  =   0.99994075
 HE0785!UTM  15      -   0.99995868  x   1.00012917  =   1.00008785
 HE0785
 HE0785|---------------------------------------------------------------------|
 HE0785| PID    Reference Object                     Distance      Geod. Az  |
 HE0785|                                                           dddmmss.s |
 HE0785| CL5053 DIEDIKER RM 1                        23.408 METERS 06533     |
 HE0785| HE0732 PARSONS RADIO STA KLKC MAST         APPROX. 9.9 KM 1042058.5 |
 HE0785| HE0790 PARSONS ST PATRICKS CATH CH         APPROX. 7.1 KM 1083156.0 |
 HE0785| HE0791 PARSONS MUNICIPAL TANK              APPROX. 7.7 KM 1162644.5 |
 HE0785| CL5054 DIEDIKER RM 2                        27.478 METERS 12916     |
 HE0785| HE0789 PARSONS KANSAS CATV INC MAST        APPROX.10.5 KM 1334955.7 |
 HE0785| CL5052 DIEDIKER AZ MK                                     1805328.5 |
 HE0785| HE0799 DENNIS ATT CO MICROWAVE MAST        APPROX.10.3 KM 2182753.7 |
 HE0785|---------------------------------------------------------------------|
 HE0785
 HE0785                          SUPERSEDED SURVEY CONTROL
 HE0785
 HE0785  NAD 83(1997)-  37 21 55.23103(N)    095 20 25.62952(W) AD(       ) 2
 HE0785  NAD 83(1986)-  37 21 55.23879(N)    095 20 25.61674(W) AD(       ) 2
 HE0785  NAD 27      -  37 21 55.01309(N)    095 20 24.70655(W) AD(       ) 2
 HE0785  NGVD 29 (07/19/86)  293.47   (m)          962.8    (f) LEVELING    3  
 HE0785
 HE0785.Superseded values are not recommended for survey control.
 HE0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0785.See file dsdata.txt to determine how the superseded data were derived.
 HE0785
 HE0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9274137972(NAD 83)
 HE0785_MARKER: DS = TRIANGULATION STATION DISK
 HE0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0785
 HE0785  HISTORY     - Date     Condition        Report By
 HE0785  HISTORY     - 1966     MONUMENTED       CGS
 HE0785
 HE0785                          STATION DESCRIPTION
 HE0785
 HE0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0785'THE STATION IS ABOUT 4-1/2 MILES WEST-NORTHWEST OF PARSONS,
 HE0785'4 MILES EAST-NORTHEAST OF DENNIS, AND 2 MILES SOUTH OF LAKE
 HE0785'PARSONS, ON PROPERTY OWNED BY MR. J.C. DIEDIKER.
 HE0785'
 HE0785'TO REACH THE STATION FROM THE POST OFFICE IN PARSONS, GO WEST
 HE0785'ON U.S. HIGHWAY 160 FOR 4.35 MILES TO CROSSROAD.  TURN RIGHT
 HE0785'AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD
 HE0785'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.75 MILE
 HE0785'TO A GATE ON THE LEFT JUST BEFORE REACHING MR. DIEDIKERS
 HE0785'DRIVEWAY AND THE STATION AS DESCRIBED.
 HE0785'
 HE0785'THE STATION MARK IS A STANDARD DISK, STAMPED DIEDIKER 1964,
 HE0785'IN THE TOP OF A ROUND CONCRETE POST THAT IS 8 INCHES BELOW THE
 HE0785'GROUND SURFACE.  IT IS 45.9 FEET SOUTH-SOUTHWEST OF A POWERLINE
 HE0785'POLE, 41.4 FEET SOUTH OF AN EAST-WEST FENCE AND 17 FEET WEST
 HE0785'OF A NORTH-SOUTH FENCE.
 HE0785'
 HE0785'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIEDIKER NO 1 1964,
 HE0785'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HE0785'WITH THE GROUND.  IT IS 29 FEET EAST OF THE CENTERLINE OF A
 HE0785'NORTH-SOUTH ROAD, 9 FEET SOUTH OF A 24 INCH TREE AND 1.6
 HE0785'FEET WEST OF A WITNESS POST AND FENCE.  IT IS AT ABOUT THE
 HE0785'SAME ELEVATION AS THE STATION.
 HE0785'
 HE0785'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DIEDIKER NO 2 1964,
 HE0785'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0785'6 INCHES ABOVE THE GROUND.  IT IS 30.5 FEET EAST OF THE
 HE0785'CENTERLINE OF THE NORTH-SOUTH ROAD AND 0.4 FEET WEST OF THE
 HE0785'FENCE.  IT IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE0785'
 HE0785'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DIEDIKER 1964,
 HE0785'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0785'THAT PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 34 FEET WEST
 HE0785'OF A NORTH-SOUTH ROAD, 34 FEET SOUTH OF AN EAST-WEST ROAD,
 HE0785'9.3 FEET WEST OF A FENCE CORNER, AND 1.1 FEET NORTH OF AN
 HE0785'EAST-WEST FENCE.
 HE0785'
 HE0785'ALL OBJECTS VISIBLE FROM 30 FEET.
 HE0785'
 HE0785'HEIGHT OF LIGHT ABOVE STATION MARK 18.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0705 ***********************************************************************
 JH0705  DESIGNATION -  DIGHT
 JH0705  PID         -  JH0705
 JH0705  STATE/COUNTY-  KS/LANE
 JH0705  USGS QUAD   -  AMY (1974)
 JH0705
 JH0705                         *CURRENT SURVEY CONTROL
 JH0705  ___________________________________________________________________
 JH0705* NAD 83(1997)-  38 23 40.32032(N)    100 31 14.36631(W)     ADJUSTED  
 JH0705* NAVD 88     -       866.     (meters)    2841.     (feet)  SCALED    
 JH0705  ___________________________________________________________________
 JH0705  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JH0705  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 JH0705
 JH0705  HORZ ORDER  -  SECOND
 JH0705
 JH0705.The horizontal coordinates were established by classical geodetic methods
 JH0705.and adjusted by the National Geodetic Survey in October 1998..
 JH0705
 JH0705.The orthometric height was scaled from a topographic map.
 JH0705
 JH0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0705
 JH0705.The geoid height was determined by GEOID03.
 JH0705
 JH0705;                    North         East     Units Scale Factor Converg.
 JH0705;SPC KS S     -   593,683.846   223,494.773   MT  0.99997049   -1 14 30.3
 JH0705;UTM  14      - 4,250,685.408   367,205.191   MT  0.99981717   -0 56 40.5
 JH0705
 JH0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0705!SPC KS S     -   0.99986807  x   0.99997049  =   0.99983856
 JH0705!UTM  14      -   0.99986807  x   0.99981717  =   0.99968526
 JH0705
 JH0705:                Primary Azimuth Mark                     Grid Az
 JH0705:SPC KS S     -  DIGHTON CO OP ELEVATOR                   025 32 52.6
 JH0705:UTM  14      -  DIGHTON CO OP ELEVATOR                   025 15 02.8
 JH0705
 JH0705|---------------------------------------------------------------------|
 JH0705| PID    Reference Object                     Distance      Geod. Az  |
 JH0705|                                                           dddmmss.s |
 JH0705| JH0704 DIGHTON CO OP ELEVATOR              APPROX.11.1 KM 0241822.3 |
 JH0705| JH0703 DIGHTON MUNICIPAL WATER TANK        APPROX.11.0 KM 0245612.4 |
 JH0705| CK8528 DIGHT AZ MK                                        0880903.5 |
 JH0705| CK8529 DIGHT RM 1                           38.265 METERS 09134     |
 JH0705| CK8530 DIGHT RM 2                           34.860 METERS 17449     |
 JH0705|---------------------------------------------------------------------|
 JH0705
 JH0705                          SUPERSEDED SURVEY CONTROL
 JH0705
 JH0705  NAD 83(1986)-  38 23 40.32491(N)    100 31 14.36596(W) AD(       ) 2
 JH0705  NAD 27      -  38 23 40.26086(N)    100 31 12.85161(W) AD(       ) 2
 JH0705
 JH0705.Superseded values are not recommended for survey control.
 JH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0705.See file dsdata.txt to determine how the superseded data were derived.
 JH0705
 JH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH6720550685(NAD 83)
 JH0705_MARKER: DS = TRIANGULATION STATION DISK
 JH0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0705
 JH0705  HISTORY     - Date     Condition        Report By
 JH0705  HISTORY     - 1963     MONUMENTED       CGS
 JH0705
 JH0705                          STATION DESCRIPTION
 JH0705
 JH0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (MVM)
 JH0705'THE STATION IS LOCATED ON COUNTY ROAD RIGHT-OF-WAY PROPERTY ABOUT
 JH0705'12 MILES SOUTHEAST OF GRIGSTON, 7 MILES SOUTH-SOUTHEAST OF AMY AND
 JH0705'7 MILES SOUTH-SOUTHWEST OF DIGHTON.
 JH0705'
 JH0705'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 96
 JH0705'IN DIGHTON, DRIVE SOUTH ON STATE HIGHWAY 23 FOR 6.0 MILES TO A
 JH0705'CROSSROAD.  TURN RIGHT AND DRIVE WEST ON A GRADED DIRT ROAD FOR 2.5
 JH0705'MILES TO THE AZIMUTH MARK ON THE NORTH SIDE OF THE ROAD.  CONTINUE
 JH0705'WEST ON THE GRADED DIRT ROAD FOR 0.5 MILE TO THE STATION ON THE
 JH0705'SOUTH SIDE OF THE ROAD AND A CROSSROAD JUST WEST OF THE STATION.
 JH0705'
 JH0705'THE STATION MARK IS A STANDARD DISK STAMPED, DIGHT 1963, SET IN THE
 JH0705'TOP OF A CYLINDRICAL MONUMENT WHICH IS 12 INCHES IN DIAMETER AND IS
 JH0705'SET FLUSH WITH THE GROUND SURFACE.  IT IS 127.5 FEET WEST OF A
 JH0705'METAL WITNESS POST WITH A SIGN ATTACHED, 116.0 FEET NORTH OF A
 JH0705'METAL WITNESS POST WITH A SIGN ATTACHED, 58 FEET EAST OF THE CENTER
 JH0705'OF A GRADED NORTH-SOUTH DIRT ROAD AND 55 FEET SOUTH OF THE
 JH0705'CENTER OF A GRADAD EASTWEST DIRT ROAD.
 JH0705'
 JH0705'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, DIGHT NO 1 1963, SET IN
 JH0705'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0705'DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 58
 JH0705'FEET SOUTH OF THE CENTER OF AN EAST-WEST GRADED DIRT ROAD, 2.0
 JH0705'FEET NORTHWEST OF A FENCE AND 2.0 FEET WEST OF A METAL WITNESS
 JH0705'POST WITH A SIGN ATTACHED.
 JH0705'
 JH0705'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, DIGHT NO 2 1963, SET IN
 JH0705'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0705'DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 66
 JH0705'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRADED DIRT ROAD, 1.7
 JH0705'FEET NORTHWEST OF A FENCE AND 1.5FEET NORTHEAST OF A METAL WITNESS
 JH0705'POST WITH A SIGN ATTACHED.
 JH0705'
 JH0705'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, DIGHT 1963, SET IN THE
 JH0705'TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0705'DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 31
 JH0705'FEET NORTH OF THE CENTER OF AN EAST-WEST GRADED ROAD, 24 FEET EAST
 JH0705'OF THE CENTER OF A FIELD ENTRANCE DRIVE, 2-1/2 FEET WEST OF A
 JH0705'TELEPHONE POLE AND 2.2 FEET EAST OF A METAL WITNESS POST WITH A
 JH0705'SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0702 ***********************************************************************
 JH0702  DESIGNATION -  DIGHTON
 JH0702  PID         -  JH0702
 JH0702  STATE/COUNTY-  KS/LANE
 JH0702  USGS QUAD   -  DIGHTON (1974)
 JH0702
 JH0702                         *CURRENT SURVEY CONTROL
 JH0702  ___________________________________________________________________
 JH0702* NAD 83(1997)-  38 28 55.92666(N)    100 27 17.36364(W)     ADJUSTED  
 JH0702* NAVD 88     -       847.     (meters)    2779.     (feet)  SCALED    
 JH0702  ___________________________________________________________________
 JH0702  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 JH0702  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 JH0702
 JH0702  HORZ ORDER  -  SECOND
 JH0702
 JH0702.The horizontal coordinates were established by classical geodetic methods
 JH0702.and adjusted by the National Geodetic Survey in October 1998..
 JH0702
 JH0702.The orthometric height was scaled from a topographic map.
 JH0702
 JH0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0702
 JH0702.The geoid height was determined by GEOID03.
 JH0702
 JH0702;                    North         East     Units Scale Factor Converg.
 JH0702;SPC KS S     -   603,290.500   229,448.568   MT  0.99998439   -1 12 04.7
 JH0702;UTM  14      - 4,260,321.110   373,108.189   MT  0.99979829   -0 54 19.5
 JH0702
 JH0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0702!SPC KS S     -   0.99987106  x   0.99998439  =   0.99985545
 JH0702!UTM  14      -   0.99987106  x   0.99979829  =   0.99966938
 JH0702
 JH0702|---------------------------------------------------------------------|
 JH0702| PID    Reference Object                     Distance      Geod. Az  |
 JH0702|                                                           dddmmss.s |
 JH0702| CK8532 DIGHTON RM 1                         28.594 METERS 00916     |
 JH0702| CK8531 DIGHTON AZ MK                                      0932845.5 |
 JH0702| CK8533 DIGHTON RM 2                         27.638 METERS 27131     |
 JH0702| JH0703 DIGHTON MUNICIPAL WATER TANK        APPROX. 1.1 KM 2824013.3 |
 JH0702| JH0704 DIGHTON CO OP ELEVATOR              APPROX. 1.2 KM 2901912.4 |
 JH0702|---------------------------------------------------------------------|
 JH0702
 JH0702                          SUPERSEDED SURVEY CONTROL
 JH0702
 JH0702  NAD 83(1986)-  38 28 55.93144(N)    100 27 17.36369(W) AD(       ) 2
 JH0702  NAD 27      -  38 28 55.87181(N)    100 27 15.86085(W) AD(       ) 2
 JH0702
 JH0702.Superseded values are not recommended for survey control.
 JH0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0702.See file dsdata.txt to determine how the superseded data were derived.
 JH0702
 JH0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH7310860321(NAD 83)
 JH0702_MARKER: DS = TRIANGULATION STATION DISK
 JH0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0702_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0702
 JH0702  HISTORY     - Date     Condition        Report By
 JH0702  HISTORY     - 1964     MONUMENTED       CGS
 JH0702
 JH0702                          STATION DESCRIPTION
 JH0702
 JH0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0702'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE JOHN DEERE
 JH0702'IMPLEMENT PARKING LOT, ABOUT 9 MILES SOUTH OF SHIELDS, 7-1/2 MILES
 JH0702'EAST OF AMY AND 0.55 MILE EAST OF THE POST OFFICE IN DIGHTON.
 JH0702'
 JH0702'TO REACH THE STATION FROM THE POST OFFICE IN DIGHTON, DRIVE EAST ON
 JH0702'STATE HIGHWAY 96 FOR 0.55 MILE TO THE STATION ON THE NORTH SIDE OF
 JH0702'THE HIGHWAY.
 JH0702'
 JH0702'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE EAST ON STATE
 JH0702'HIGHWAY 96 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE SOUTH SIDE OF THE
 JH0702'HIGHWAY NEAR THE SOUTH RIGHT-OF-WAY LINE.
 JH0702'
 JH0702'THE STATION MARK IS A STANDARD DISK, STAMPED DIGHTON 1963, SET IN THE
 JH0702'TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0702'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 65
 JH0702'FEET NORTH OF THE CENTER OF STATE HIGHWAY 96, 16.6 FEET
 JH0702'WEST-SOUTHWEST OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 16
 JH0702'FEET WEST OF A CORNER FENCE POST.
 JH0702'
 JH0702'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIGHTON NO 1 1963, SET
 JH0702'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0702'DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 86
 JH0702'FEET NORTH OF A METAL WITNESS POST WITH A SIGN ATTACHED AND 2.0 FEET
 JH0702'WEST OF A NORTH-SOUTH FENCE.
 JH0702'
 JH0702'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DIGHTON NO 1 1963, SET
 JH0702'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0702'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 106
 JH0702'FEET WEST OF A METAL WITNESS POST WITH A WITNESS SIGN ATTACHED AND
 JH0702'67 FEET NORTH OF THE CENTER OF STATE HIGHWAY 96.
 JH0702'
 JH0702'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DIGHTON 1963, SET IN THE
 JH0702'TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0702'DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 84
 JH0702'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 96, 4.0 FEET
 JH0702'WEST-NORTHWEST OF A TELEPHONE POLE AND 3.5 FEET EAST OF A
 JH0702'METAL WITNESS POST WITH A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0704 ***********************************************************************
 JH0704  DESIGNATION -  DIGHTON CO OP ELEVATOR
 JH0704  PID         -  JH0704
 JH0704  STATE/COUNTY-  KS/LANE
 JH0704  USGS QUAD   -  DIGHTON (1974)
 JH0704
 JH0704                         *CURRENT SURVEY CONTROL
 JH0704  ___________________________________________________________________
 JH0704* NAD 83(1997)-  38 29 09.79500(N)    100 28 05.02042(W)     ADJUSTED  
 JH0704* NAVD 88     -                                                        
 JH0704  ___________________________________________________________________
 JH0704  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JH0704  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 JH0704
 JH0704  HORZ ORDER  -  THIRD
 JH0704
 JH0704.The horizontal coordinates were established by classical geodetic methods
 JH0704.and adjusted by the National Geodetic Survey in October 1998..
 JH0704
 JH0704
 JH0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0704
 JH0704.The geoid height was determined by GEOID03.
 JH0704
 JH0704;                    North         East     Units Scale Factor Converg.
 JH0704;SPC KS S     -   603,742.324   228,302.796   MT  0.99998505   -1 12 33.9
 JH0704;UTM  14      - 4,260,766.931   371,960.312   MT  0.99980189   -0 54 49.4
 JH0704
 JH0704                          SUPERSEDED SURVEY CONTROL
 JH0704
 JH0704  NAD 83(1986)-  38 29 09.79971(N)    100 28 05.01997(W) AD(       ) 4
 JH0704  NAD 27      -  38 29 09.73993(N)    100 28 03.51563(W) AD(       ) 3
 JH0704
 JH0704.Superseded values are not recommended for survey control.
 JH0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0704.See file dsdata.txt to determine how the superseded data were derived.
 JH0704
 JH0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH7196060767(NAD 83)
 JH0704_MARKER: 65 = GRAIN ELEVATOR
 JH0704
 JH0704  HISTORY     - Date     Condition        Report By
 JH0704  HISTORY     - 1963     FIRST OBSERVED   CGS
 JH0704
 JH0704                          STATION DESCRIPTION
 JH0704
 JH0704'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0703 ***********************************************************************
 JH0703  DESIGNATION -  DIGHTON MUNICIPAL WATER TANK
 JH0703  PID         -  JH0703
 JH0703  STATE/COUNTY-  KS/LANE
 JH0703  USGS QUAD   -  DIGHTON (1974)
 JH0703
 JH0703                         *CURRENT SURVEY CONTROL
 JH0703  ___________________________________________________________________
 JH0703* NAD 83(1997)-  38 29 03.96864(N)    100 28 02.88762(W)     ADJUSTED  
 JH0703* NAVD 88     -                                                        
 JH0703  ___________________________________________________________________
 JH0703  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JH0703  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 JH0703
 JH0703  HORZ ORDER  -  THIRD
 JH0703
 JH0703.The horizontal coordinates were established by classical geodetic methods
 JH0703.and adjusted by the National Geodetic Survey in October 1998..
 JH0703
 JH0703
 JH0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0703
 JH0703.The geoid height was determined by GEOID03.
 JH0703
 JH0703;                    North         East     Units Scale Factor Converg.
 JH0703;SPC KS S     -   603,561.621   228,350.684   MT  0.99998477   -1 12 32.6
 JH0703;UTM  14      - 4,260,586.510   372,009.123   MT  0.99980174   -0 54 48.0
 JH0703
 JH0703                          SUPERSEDED SURVEY CONTROL
 JH0703
 JH0703  NAD 83(1986)-  38 29 03.97335(N)    100 28 02.88716(W) AD(       ) 4
 JH0703  NAD 27      -  38 29 03.91367(N)    100 28 01.38337(W) AD(       ) 3
 JH0703
 JH0703.Superseded values are not recommended for survey control.
 JH0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0703.See file dsdata.txt to determine how the superseded data were derived.
 JH0703
 JH0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH7200960587(NAD 83)
 JH0703_MARKER: 53 = ELEVATED TANK
 JH0703
 JH0703  HISTORY     - Date     Condition        Report By
 JH0703  HISTORY     - 1963     FIRST OBSERVED   CGS
 JH0703
 JH0703                          STATION DESCRIPTION
 JH0703
 JH0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0703'THE STATION IS IN DIGHTON, IN THE NORTHWEST QUADRANT OF THE
 JH0703'INTERSECTION OF N. MAIN AND ANNABELLA STREETS.
 JH0703'
 JH0703'THE STATION IS A SILVER TANK ATOP A FOUR-LEGGED STEEL STRUCTURE AND
 JH0703'IS 125 FEET HIGH.  THE INSCRIPTION DIGHTON IS ON THE TANK IN BLACK.
 JH0703'
 JH0703'THE POINT INTERSECTED IS THE BALL ON TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0883 ***********************************************************************
 HG0883  DESIGNATION -  DILLWYN
 HG0883  PID         -  HG0883
 HG0883  STATE/COUNTY-  KS/STAFFORD
 HG0883  USGS QUAD   -  MACKSVILLE (1972)
 HG0883
 HG0883                         *CURRENT SURVEY CONTROL
 HG0883  ___________________________________________________________________
 HG0883* NAD 83(1997)-  37 58 14.76518(N)    098 52 32.76198(W)     ADJUSTED  
 HG0883* NAVD 88     -       604.     (meters)    1982.     (feet)  SCALED    
 HG0883  ___________________________________________________________________
 HG0883  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 HG0883  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 HG0883
 HG0883  HORZ ORDER  -  SECOND
 HG0883
 HG0883.The horizontal coordinates were established by classical geodetic methods
 HG0883.and adjusted by the National Geodetic Survey in October 1998..
 HG0883
 HG0883.The orthometric height was scaled from a topographic map.
 HG0883
 HG0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0883
 HG0883.The geoid height was determined by GEOID03.
 HG0883
 HG0883;                    North         East     Units Scale Factor Converg.
 HG0883;SPC KS S     -   544,802.118   366,984.535   MT  0.99993635   -0 13 51.3
 HG0883;UTM  14      - 4,202,578.967   510,911.637   MT  0.99960147   +0 04 35.2
 HG0883
 HG0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0883!SPC KS S     -   0.99990936  x   0.99993635  =   0.99984572
 HG0883!UTM  14      -   0.99990936  x   0.99960147  =   0.99951087
 HG0883
 HG0883|---------------------------------------------------------------------|
 HG0883| PID    Reference Object                     Distance      Geod. Az  |
 HG0883|                                                           dddmmss.s |
 HG0883| CK8539 DILLWYN RM 1                         28.116 METERS 04119     |
 HG0883| CK8538 DILLWYN AZ MK                                      0810830.3 |
 HG0883| CK8540 DILLWYN RM 2                         22.382 METERS 28413     |
 HG0883|---------------------------------------------------------------------|
 HG0883
 HG0883                          SUPERSEDED SURVEY CONTROL
 HG0883
 HG0883  NAD 83(1997)-  37 58 14.77226(N)    098 52 32.76235(W) AD(       ) 2
 HG0883  NAD 83(1986)-  37 58 14.77165(N)    098 52 32.76126(W) AD(       ) 2
 HG0883  NAD 27      -  37 58 14.71900(N)    098 52 31.42300(W) AD(       ) 2
 HG0883
 HG0883.Superseded values are not recommended for survey control.
 HG0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0883.See file dsdata.txt to determine how the superseded data were derived.
 HG0883
 HG0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH1091202579(NAD 83)
 HG0883_MARKER: DS = TRIANGULATION STATION DISK
 HG0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0883_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0883
 HG0883  HISTORY     - Date     Condition        Report By
 HG0883  HISTORY     - 1953     MONUMENTED       CGS
 HG0883
 HG0883                          STATION DESCRIPTION
 HG0883
 HG0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0883'THE STATION IS IN THE NORTHWEST CORNER OF THE NORTHEAST
 HG0883'QUARTER OF SECTION 16, T 24 S, R 14 W, ABOUT 6.5 MILES
 HG0883'WEST-SOUTHWEST OF ST. JOHN, 5 MILES EAST OF MACKSVILLE,
 HG0883'0.5 MILE EAST OF THE SMALL SETTLEMENT OF DILLWYN, 45 FEET
 HG0883'SOUTH OF THE CENTER OF A GRAVELED ROAD, 31 FEET NORTHEAST
 HG0883'OF THE NORTHEAST CORNER OF A SMALL WAREHOUSE, 27 FEET SOUTHEAST
 HG0883'OF A TELEPHONE POLE, 19.5 FEET SOUTH-SOUTHWEST OF A WHITE
 HG0883'4 IN X 4 IN WITNESS POST AND ON LAND OWNED BY MR. L.R. THUROW.
 HG0883'
 HG0883'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DILLWYN,
 HG0883'GO EAST ON A GRAVELED ROAD FOR 0.45 MILE TO A T-INTERSECTION,
 HG0883'TURN RIGHT (SOUTH) CROSS TRACK, THENCE LEFT (EAST) FOR 0.05
 HG0883'MILE TO THE STATION ON THE RIGHT.
 HG0883'
 HG0883'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 HG0883'GRAVELED ROAD FOR 0.1 MILE TO U.S. HIGHWAY 50S, CONTINUE
 HG0883'EASTERLY ON U.S. HIGHWAY 50S FOR 0.2 MILE TO THE MARK ON
 HG0883'THE LEFT AS DESCRIBED BELOW.
 HG0883'
 HG0883'THE STATION MARK IS 12-INCHES BELOW THE SURFACE OF THE GROUND
 HG0883'AND THE DISK IS STAMPED DILLWYN 1953.
 HG0883'
 HG0883'REFERENCE MARK 1 IS 57 FEET SOUTH OF THE SOUTH RAIL OF THE
 HG0883'RAILROAD TRACK, 45 FEET EAST OF A POWERLINE POLE, AND 22
 HG0883'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.  THE MARK
 HG0883'PROJECTS 6 INCHES AND THE DISK IS STAMPED DILLWYN NO 1 1953.
 HG0883'
 HG0883'REFERENCE MARK 2 IS 51 FEET NORTHWEST OF THE NORTHWEST CORNER
 HG0883'OF THE WAREHOUSE, 27 FEET WEST OF A TELEPHONE POLE AND 23
 HG0883'FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.  THE MARK
 HG0883'PROJECTS 6 INCHES AND THE DISK IS STAMPED DILLWYN NO 2 1953.
 HG0883'
 HG0883'THE AZIMUTH MARK IS 67 FEET EAST OF A TELEPHONE POLE, 42
 HG0883'FEET NORTH OF THE CENTER OF THE HIGHWAY AND 3 FEET WEST
 HG0883'OF A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS
 HG0883'7 INCHES AND THE DISK IS STAMPED DILLWYN 1953.
 HG0883'
 HG0883'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0677 ***********************************************************************
 JH0677  DESIGNATION -  DINGES
 JH0677  PID         -  JH0677
 JH0677  STATE/COUNTY-  KS/NESS
 JH0677  USGS QUAD   -  LAIRD (1966)
 JH0677
 JH0677                         *CURRENT SURVEY CONTROL
 JH0677  ___________________________________________________________________
 JH0677* NAD 83(1997)-  38 22 44.75594(N)    100 05 47.45728(W)     ADJUSTED  
 JH0677* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 JH0677  ___________________________________________________________________
 JH0677  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 JH0677  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 JH0677
 JH0677  HORZ ORDER  -  SECOND
 JH0677
 JH0677.The horizontal coordinates were established by classical geodetic methods
 JH0677.and adjusted by the National Geodetic Survey in October 1998..
 JH0677
 JH0677.The orthometric height was scaled from a topographic map.
 JH0677
 JH0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0677
 JH0677.The geoid height was determined by GEOID03.
 JH0677
 JH0677;                    North         East     Units Scale Factor Converg.
 JH0677;SPC KS S     -   591,252.168   260,510.257   MT  0.99996828   -0 58 52.0
 JH0677;UTM  14      - 4,248,447.223   404,225.180   MT  0.99971296   -0 40 51.0
 JH0677
 JH0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0677!SPC KS S     -   0.99987943  x   0.99996828  =   0.99984771
 JH0677!UTM  14      -   0.99987943  x   0.99971296  =   0.99959242
 JH0677
 JH0677:                Primary Azimuth Mark                     Grid Az
 JH0677:SPC KS S     -  LAIRD BONDURANT GRAIN CO ELEV            026 39 26.4
 JH0677:UTM  14      -  LAIRD BONDURANT GRAIN CO ELEV            026 21 25.4
 JH0677
 JH0677|---------------------------------------------------------------------|
 JH0677| PID    Reference Object                     Distance      Geod. Az  |
 JH0677|                                                           dddmmss.s |
 JH0677| JH0676 LAIRD BONDURANT GRAIN CO ELEV       APPROX. 8.4 KM 0254034.4 |
 JH0677| CK8542 DINGES RM 1                          14.371 METERS 07732     |
 JH0677| CK8541 DINGES AZ MK                                       1135740.3 |
 JH0677| CK8543 DINGES RM 2                          14.635 METERS 18657     |
 JH0677|---------------------------------------------------------------------|
 JH0677
 JH0677                          SUPERSEDED SURVEY CONTROL
 JH0677
 JH0677  NAD 83(1986)-  38 22 44.76304(N)    100 05 47.45734(W) AD(       ) 2
 JH0677  NAD 27      -  38 22 44.70275(N)    100 05 45.98522(W) AD(       ) 2
 JH0677
 JH0677.Superseded values are not recommended for survey control.
 JH0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0677.See file dsdata.txt to determine how the superseded data were derived.
 JH0677
 JH0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH0422548447(NAD 83)
 JH0677_MARKER: DS = TRIANGULATION STATION DISK
 JH0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0677
 JH0677  HISTORY     - Date     Condition        Report By
 JH0677  HISTORY     - 1964     MONUMENTED       CGS
 JH0677
 JH0677                          STATION DESCRIPTION
 JH0677
 JH0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0677'THE STATION IS 12 MILES SOUTHWEST OF NESS CITY, 6-1/2 MILES SOUTHEAST
 JH0677'OF BEELER, 4-3/4 MILES SOUTH OF STATE HIGHWAY 96, IN THE SOUTH
 JH0677'CENTRAL PART OF SECTION 20, T 19 S, R 25 W, ON PROPERTY OWNED BY
 JH0677'MR. CRIS DINGES.
 JH0677'
 JH0677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND STATE
 JH0677'HIGHWAY 96, IN NESS CITY, GO SOUTH ON HIGHWAY 283 FOR 7.25 MILES TO
 JH0677'A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD (COUNTY ROUTE
 JH0677'528) FOR 9.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 JH0677'GRAVEL ROAD (COUNTY ROUTE 525) FOR 2.0 MILES TO A SIDE ROAD ON
 JH0677'THE LEFT.  TURN LEFT AND GO WEST AND SOUTH ON A GRAVEL ROAD FOR
 JH0677'1.3 MILES TO A FARM HOUSE.  PASS TO THE SOUTH SIDE OF THE HOUSE,
 JH0677'BEAR RIGHT, NORTHWEST A GATE IN A FENCE CORNER.  PASS
 JH0677'THROUGH THE GATE, PASS TO THE SOUTH OF A SILO TO THE AZIMUTH MARK
 JH0677'ON THE LEFT.  A DISTANCE OF 0.1 MILE.  GO WEST AND NORTHWEST ON A
 JH0677'TRACK ROAD FOR 0.45 MILE TO A GATE ON THE LEFT, NEAR A T-FENCE
 JH0677'CORNER.  TURN LEFT, PASS THROUGH THE GATE AND GO WEST ALONG THE
 JH0677'NORTH SIDE OF A FENCE FOR 0.35 MILE.  TURN RIGHT AND GO NORTH ACROSS
 JH0677'PASTURE FOR 0.1 MILE TO THE STATION ON THE HIGHEST PART OF THE
 JH0677'HILL.
 JH0677'
 JH0677'STATION MARKS ARE STANDARD DISK STAMPED DINGES 1964.  THE SURFACE
 JH0677'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  THE
 JH0677'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 38
 JH0677'INCHES BELOW THE SURFACE OF THE GROUND.
 JH0677'
 JH0677'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DINGES NO 1 1964, IS
 JH0677'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 JH0677'
 JH0677'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DINGES NO 2 1964, IS
 JH0677'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 JH0677'
 JH0677'AZIMUTH MARK IS A STANDARD DISK STAMPED DINGES 1964, SET IN A SQUARE
 JH0677'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 83 FEET SOUTHWEST OF
 JH0677'THE SILO, 24.5 FEET SOUTH OF A FENCE CORNER AND 1 FOOT WEST OF A
 JH0677'NORTH-SOUTH FENCE.
 JH0677'
 JH0677'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0949 ***********************************************************************
 HG0949  DESIGNATION -  DIRKS
 HG0949  PID         -  HG0949
 HG0949  STATE/COUNTY-  KS/KIOWA
 HG0949  USGS QUAD   -  COLDWATER NE (1980)
 HG0949
 HG0949                         *CURRENT SURVEY CONTROL
 HG0949  ___________________________________________________________________
 HG0949* NAD 83(1997)-  37 25 39.57360(N)    099 16 22.79013(W)     ADJUSTED  
 HG0949* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 HG0949  ___________________________________________________________________
 HG0949  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 HG0949  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 HG0949
 HG0949  HORZ ORDER  -  FIRST
 HG0949
 HG0949.The horizontal coordinates were established by classical geodetic methods
 HG0949.and adjusted by the National Geodetic Survey in October 1998..
 HG0949
 HG0949.The orthometric height was scaled from a topographic map.
 HG0949
 HG0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0949
 HG0949.The geoid height was determined by GEOID03.
 HG0949
 HG0949;                    North         East     Units Scale Factor Converg.
 HG0949;SPC KS S     -   484,742.328   331,584.170   MT  0.99997225   -0 28 30.1
 HG0949;UTM  14      - 4,142,350.698   475,846.468   MT  0.99960719   -0 09 57.3
 HG0949
 HG0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0949!SPC KS S     -   0.99990145  x   0.99997225  =   0.99987370
 HG0949!UTM  14      -   0.99990145  x   0.99960719  =   0.99950868
 HG0949
 HG0949:                Primary Azimuth Mark                     Grid Az
 HG0949:SPC KS S     -  HAVILAND MUNICIPAL TANK                  035 47 10.9
 HG0949:UTM  14      -  HAVILAND MUNICIPAL TANK                  035 28 38.1
 HG0949
 HG0949|---------------------------------------------------------------------|
 HG0949| PID    Reference Object                     Distance      Geod. Az  |
 HG0949|                                                           dddmmss.s |
 HG0949| HG0896 HAVILAND MUNICIPAL TANK             APPROX.25.6 KM 0351840.8 |
 HG0949| CK8547 DIRKS RM 3                           40.657 METERS 05136     |
 HG0949| CK8545 DIRKS RM 1                           34.475 METERS 09516     |
 HG0949| CK8544 DIRKS LAPLACE AZI                                  1192959.6 |
 HG0949| HG0938 WILMORE PUBLIC SCHOOL CHIMNEY       APPROX.12.0 KM 1524621.5 |
 HG0949| HG0955 COLDWATER MUNICIPAL WATER TANK      APPROX.17.8 KM 1963858.4 |
 HG0949| HG0954 SANDBURR SCHOOL CUPOLA              APPROX. 8.9 KM 2012045.5 |
 HG0949| HG0950 REEDER SCHOOL CUPOLA                APPROX. 6.8 KM 2444153.7 |
 HG0949| HG0951 FRIENDS CHURCH CUPOLA               APPROX. 4.6 KM 2771831.2 |
 HG0949| CK8548 DIRKS RM 4                           17.388 METERS 30802     |
 HG0949| HG0948 SPIRE D 15 MI N OF COLDWATER        APPROX.10.0 KM 3212824.5 |
 HG0949| HG0909 SPIRE E 3 MI SW OF GREENSBURG       APPROX.17.2 KM 3335346.4 |
 HG0949| CK8546 DIRKS RM 2                           59.425 METERS 35406     |
 HG0949| HG0908 GREENSBURG MUNICIPAL TANK           APPROX.19.6 KM 3542514.4 |
 HG0949| HG0910 GREENSBURG FARMERS ELEV             APPROX.20.2 KM 3544927.9 |
 HG0949|---------------------------------------------------------------------|
 HG0949
 HG0949                          SUPERSEDED SURVEY CONTROL
 HG0949
 HG0949  NAD 83(1997)-  37 25 39.58067(N)    099 16 22.79007(W) AD(       ) 1
 HG0949  NAD 83(1986)-  37 25 39.57672(N)    099 16 22.78574(W) AD(       ) 1
 HG0949  NAD 27      -  37 25 39.50161(N)    099 16 21.38210(W) AD(       ) 1
 HG0949
 HG0949.Superseded values are not recommended for survey control.
 HG0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0949.See file dsdata.txt to determine how the superseded data were derived.
 HG0949
 HG0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7584642351(NAD 83)
 HG0949_MARKER: DS = TRIANGULATION STATION DISK
 HG0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0949
 HG0949  HISTORY     - Date     Condition        Report By
 HG0949  HISTORY     - 1934     MONUMENTED       CGS
 HG0949  HISTORY     - 1935     GOOD             CGS
 HG0949  HISTORY     - 1964     GOOD             CGS
 HG0949
 HG0949                          STATION DESCRIPTION
 HG0949
 HG0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0949'STATION IS LOCATED 0.1 MILE NORTH OF THE SOUTHEAST CORNER
 HG0949'OF THE SOUTHWEST QUARTER OF SEC. 15, T. 30 S., R. 18 W., ON
 HG0949'PROPERTY OWNED BY SAM DIRKS AND RENTED BY JOE UNRICH.
 HG0949'
 HG0949'TO REACH FROM JUNCTION OF STATE HIGHWAY 1 AND U.S. HIGHWAY 160
 HG0949'JUST NORTH OF COLDWATER GO NORTH ON STATE HIGHWAY 1 FOR 9.5
 HG0949'MILES OR 2.0 MILES NORTH OF POINT WHERE STATE HIGHWAY 1 TURNS
 HG0949'EAST AT THE COUNTY LINE.  TURN RIGHT (EAST) ON CROSS ROAD
 HG0949'(WITH WHITE HOUSE ON THE WEST).  GO 2.0 MILES AND TURN LEFT
 HG0949'(NORTH) AT CROSSROADS.  GO 1.0 MILE, TURN RIGHT (EAST) AND
 HG0949'GO 0.5 MILE.  TURN LEFT (NORTH) AND GO 0.1 MILE TO MR. UNRICHS
 HG0949'HOUSE.  MARK IS IN BARNYARD, 100 FEET SOUTHEAST OF SOUTHEAST
 HG0949'CORNER OF HOUSE, 27 FEET EAST-NORTHEAST OF NORTHWEST CORNER
 HG0949'OF FENCE, 12 FEET NORTH OF EAST-WEST FENCE AND PROJECTS 6
 HG0949'INCHES, SET AS DESCRIBED.
 HG0949'
 HG0949'REFERENCE MARK NO. 1 IS 150 FEET EAST OF NORTHWEST CORNER OF
 HG0949'FENCE, 200 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF HOUSE
 HG0949'IN EAST-WEST FENCE LINE.
 HG0949'
 HG0949'REFERENCE MARK NO. 2 IS IN EAST-WEST FENCE LINE JUST NORTH OF
 HG0949'HOUSE IN LINE WITH NORTH-SOUTH FENCE LINE, JUST SOUTHEAST OF
 HG0949'HOUSE, 125 FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE, 55 FEET
 HG0949'WEST OF WEST SIDE OF BARN AND PROJECTS 6 INCHES.
 HG0949'
 HG0949'TO REACH LA PLACE AZIMUTH FROM STATION, GO SOUTH 0.1 MILE
 HG0949'TO ROAD, TURN LEFT (EAST) GO 0.4 MILE, TURN RIGHT (SOUTH) AND
 HG0949'GO 2.0 MILES TO CROSSROADS, TURN LEFT (EAST) GO 4.3 MILES TO
 HG0949'POINT WHERE ROAD TURNS TO THE NORTH.  MARK IS 83 FEET WEST OF
 HG0949'SOUTHEAST CORNER OF FENCE, 28 FEET SOUTH OF CENTERLINE OF
 HG0949'EAST-WEST ROAD, IN EAST-WEST RIGHT-OF-WAY FENCE LINE, ABOUT
 HG0949'3 FEET ABOVE SURFACE OF ROAD, AND PROJECTS 4 INCHES.  STAMPED
 HG0949'LA PLACE AZIMUTH DIRKS 1934.
 HG0949'
 HG0949'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HG0949
 HG0949                          STATION RECOVERY (1935)
 HG0949
 HG0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAW)
 HG0949'THE ORIGINAL DESCRIPTION READS- THE DIRECTIONS TO REACH LA
 HG0949'PLACE AZIMUTH MARK- .....TURN LEFT (EAST) GO 4.3 MILES....
 HG0949'THIS DISTANCE SHOULD READ 3.3 MILES.
 HG0949
 HG0949                          STATION RECOVERY (1964)
 HG0949
 HG0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0949'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 HG0949'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO REFERENCE
 HG0949'MARK NO. 2 WAS VERIFIED, HOWEVER A SMALL BUILDING ON LINE
 HG0949'PREVENTED MEASUREMENT TO THE MARK.  REFERENCE MARK NO. 1 WAS
 HG0949'FOUND TO BE DESTROYED.  THE DIRECTION TO THE AZIMUTH MARK WAS
 HG0949'VERIFIED.  REFERENCE MARKS NOS. 3 AND 4 WERE SET BY THIS
 HG0949'PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 HG0949'
 HG0949'THE STATION IS 12 MILES SOUTH OF GREENSBURG, 7 MILES NORTHWEST
 HG0949'OF WILMORE, 2-1/2 MILES EAST OF U.S. HIGHWAY 183, IN THE
 HG0949'SOUTHEAST QUARTER OF SECTION 15, T 30 S, R 18 W, AND ON PROPERTY
 HG0949'OWNED BY MR. JOE UNRUH.
 HG0949'
 HG0949'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND
 HG0949'183, 1-1/2 MILES WEST OF GREENSBURG, GO SOUTH ON HIGHWAY 183
 HG0949'FOR 10.5 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVEL
 HG0949'ROAD FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH FOR
 HG0949'1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 HG0949'AND SOUTH ON A GRAVEL ROAD FOR 2.0 MILES TO A T-ROAD.  TURN
 HG0949'LEFT AND GO EAST FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT.
 HG0949'TURN LEFT AND GO NORTH TOWARD FARM BUILDINGS FOR 0.1 MILE TO
 HG0949'A FENCE CORNER ON THE LEFT AND THE STATION ON THE RIGHT.
 HG0949'
 HG0949'STATION MARKS ARE STANDARD DISKS STAMPED DIRKS 1934.  THE SURFACE
 HG0949'DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 HG0949'IT IS 49 FEET EAST OF A CORNER FENCE POST, 30 FEET EAST OF
 HG0949'THE CENTER OF BLADED ROAD, 26 FEET SOUTH OF THE SOUTHWEST
 HG0949'CORNER OF A SMALL SHED AND 3.5 FEET EAST OF A METAL WITNESS
 HG0949'POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 HG0949'
 HG0949'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DIRKS NO 2 1934,
 HG0949'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 HG0949'IS 51 FEET WEST OF THE NORTHWEST CORNER OF A BARN, AND 15.5 FEET
 HG0949'NORTH OF A BOARD FENCE.
 HG0949'
 HG0949'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DIRKS NO 3
 HG0949'1934, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HG0949'IT IS 82 FEET EAST OF A POWER POLE AND 1 FOOT SOUTH OF THE
 HG0949'SOUTHWEST CORNER OF A BARN.
 HG0949'
 HG0949'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DIRKS NO 4 1934,
 HG0949'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HG0949'THE GROUND.  IT IS 79.5 FEET SOUTHWEST OF THE POWER POLE,
 HG0949'29 FEET SOUTH OF A SOUTH GATE POST, 20 FEET NORTH OF THE CORNER
 HG0949'FENCE POST, AND 1 FOOT EAST OF A FENCE.
 HG0949'
 HG0949'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED DIRKS
 HG0949'LAPLACE AZI 1934, IS SET IN A ROUND CONCRETE POST WHICH
 HG0949'PROJECTS 3 INCHES.  IT IS 46.5 FEET WEST OF A NORTH-SOUTH
 HG0949'FENCE, 50 FEET NORTHWEST OF A TELEPHONE POLE, 44 FEET NORTH
 HG0949'OF AN EAST-WEST FENCE, AND 1.5 FEET SOUTH OF A METAL WITNESS
 HG0949'POST.
 HG0949'
 HG0949'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.1
 HG0949'MILE TO A T-ROAD.  TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR
 HG0949'0.4 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 HG0949'ON A GRAVEL ROAD FOR 1.9 MILES TO A CROSSROAD.  TURN LEFT AND
 HG0949'GO EAST ON A GRAVEL ROAD FOR 3.25 MILES TO A SIDE ROAD ON THE
 HG0949'LEFT AND THE AZIMUTH MARK ON THE LEFT, IN THE NORTHWEST ANGLE
 HG0949'OF THE INTERSECTION.
 HG0949'
 HG0949'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0490 ***********************************************************************
 JH0490  DESIGNATION -  DITCH
 JH0490  PID         -  JH0490
 JH0490  STATE/COUNTY-  KS/SCOTT
 JH0490  USGS QUAD   -  PENCE SE (1978)
 JH0490
 JH0490                         *CURRENT SURVEY CONTROL
 JH0490  ___________________________________________________________________
 JH0490* NAD 83(1997)-  38 36 44.54324(N)    101 06 35.84115(W)     ADJUSTED  
 JH0490* NAVD 88     -       962.     (meters)    3156.     (feet)  SCALED    
 JH0490  ___________________________________________________________________
 JH0490  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 JH0490  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 JH0490
 JH0490  HORZ ORDER  -  SECOND
 JH0490
 JH0490.The horizontal coordinates were established by classical geodetic methods
 JH0490.and adjusted by the National Geodetic Survey in October 1998..
 JH0490
 JH0490.The orthometric height was scaled from a topographic map.
 JH0490
 JH0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0490
 JH0490.The geoid height was determined by GEOID03.
 JH0490
 JH0490;                    North         East     Units Scale Factor Converg.
 JH0490;SPC KS S     -   619,133.871   172,708.056   MT  1.00000936   -1 36 14.0
 JH0490;SPC KS N     -    35,627.314   129,180.203   MT  1.00001847   -1 58 03.8
 JH0490;UTM  14      - 4,275,874.060   316,293.260   MT  1.00001561   -1 19 01.5
 JH0490
 JH0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0490!SPC KS S     -   0.99985287  x   1.00000936  =   0.99986223
 JH0490!SPC KS N     -   0.99985287  x   1.00001847  =   0.99987134
 JH0490!UTM  14      -   0.99985287  x   1.00001561  =   0.99986848
 JH0490
 JH0490|---------------------------------------------------------------------|
 JH0490| PID    Reference Object                     Distance      Geod. Az  |
 JH0490|                                                           dddmmss.s |
 JH0490| CM7947 DITCH RM 1                           19.575 METERS 00429     |
 JH0490| CM7948 DITCH RM 2                           14.480 METERS 09030     |
 JH0490| JH0523 MODOC GANO ELEVATOR VENT            APPROX.14.2 KM 1693018.5 |
 JH0490|---------------------------------------------------------------------|
 JH0490
 JH0490                          SUPERSEDED SURVEY CONTROL
 JH0490
 JH0490  NAD 83(1986)-  38 36 44.54641(N)    101 06 35.83938(W) AD(       ) 2
 JH0490  NAD 27      -  38 36 44.48256(N)    101 06 34.27688(W) AD(       ) 2
 JH0490
 JH0490.Superseded values are not recommended for survey control.
 JH0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0490.See file dsdata.txt to determine how the superseded data were derived.
 JH0490
 JH0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH1629375874(NAD 83)
 JH0490_MARKER: DD = SURVEY DISK
 JH0490_SETTING: 0 = UNSPECIFIED SETTING
 JH0490
 JH0490  HISTORY     - Date     Condition        Report By
 JH0490  HISTORY     - 1967     MONUMENTED       USGS
 JH0490
 JH0490                          STATION DESCRIPTION
 JH0490
 JH0490'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0490'THE STATION IS LOCATED ABOUT 9.0 MI N. AND 11.0 MI W. OF
 JH0490'SCOTT CITY, TS. 16 AND 17 S., R. 34 W., NEAR THE COR. OF SECS.
 JH0490'5, 6, 31 AND 32.
 JH0490'
 JH0490'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY.
 JH0490'96 AND U.S. HWY. 83 IN SCOTT CITY, GO N. ON U.S. HWY. 83,
 JH0490'8.0 MI TO A CROSSROAD, TURN LEFT AND GO 4.0 MI W. TO A CROSSROAD,
 JH0490'TURN RIGHT AND GO 1.0 MI N. TO A CROSSROAD, TURN LEFT AND
 JH0490'GO W. 7.0 MI TO A T-RD. N. AND STATION ON THE LEFT.
 JH0490'
 JH0490'STATION MARK IS 31 FT S. AND 32 FT E. OF CENTER OF T-RD. N.,
 JH0490'1 FT N. OF USGS WITNESS POST STAMPED ET DITCH 1967.
 JH0490'
 JH0490'REFERENCE MARK NO. 1 IS NNE. OF STATION, 34 FT N. AND 38 FT
 JH0490'E. OF CENTER OF T-RD. N., 1.5 FT S. AND 2.0 FT W. OF GASOLINE
 JH0490'PIPE MARKER POST STAMPED DITCH NO. 1 1967.
 JH0490'
 JH0490'REFERENCE MARK NO. 2 IS E. OF STATION, 31 FT S. AND 80 FT
 JH0490'E. OF CENTER OF T-RD. N. STAMPED DITCH NO. 2 1967.
 JH0490'
 JH0490'AZIMUTH MARK IS LOCATED ABOUT 9.0 MI SSE. OF STATION IN MODOC.
 JH0490'VENTILATOR ON TOP OF GANO ELEVATOR.
 JH0490'
 JH0490'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JH0490'ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON 1/2
 JH0490'IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES
 JH0490'12 IN. LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0522 ***********************************************************************
 JH0522  DESIGNATION -  DOC
 JH0522  PID         -  JH0522
 JH0522  STATE/COUNTY-  KS/SCOTT
 JH0522  USGS QUAD   -  MODOC (1976)
 JH0522
 JH0522                         *CURRENT SURVEY CONTROL
 JH0522  ___________________________________________________________________
 JH0522* NAD 83(1997)-  38 29 11.50382(N)    101 04 48.98250(W)     ADJUSTED  
 JH0522* NAVD 88     -       955.     (meters)    3133.     (feet)  SCALED    
 JH0522  ___________________________________________________________________
 JH0522  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 JH0522  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 JH0522
 JH0522  HORZ ORDER  -  SECOND
 JH0522
 JH0522.The horizontal coordinates were established by classical geodetic methods
 JH0522.and adjusted by the National Geodetic Survey in October 1998..
 JH0522
 JH0522.The orthometric height was scaled from a topographic map.
 JH0522
 JH0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0522
 JH0522.The geoid height was determined by GEOID03.
 JH0522
 JH0522;                    North         East     Units Scale Factor Converg.
 JH0522;SPC KS S     -   605,097.730   174,905.823   MT  0.99998513   -1 35 08.3
 JH0522;UTM  14      - 4,261,848.982   318,561.766   MT  1.00000542   -1 17 41.9
 JH0522
 JH0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0522!SPC KS S     -   0.99985398  x   0.99998513  =   0.99983911
 JH0522!UTM  14      -   0.99985398  x   1.00000542  =   0.99985940
 JH0522
 JH0522|---------------------------------------------------------------------|
 JH0522| PID    Reference Object                     Distance      Geod. Az  |
 JH0522|                                                           dddmmss.s |
 JH0522| CM7952 DOC RM 1                              4.878 METERS 01428     |
 JH0522| JH0736 SCOTT CITY MUNICIPAL TANK           APPROX.15.2 KM 0914924.3 |
 JH0522| CM7953 DOC RM 2                              6.477 METERS 18448     |
 JH0522|---------------------------------------------------------------------|
 JH0522
 JH0522                          SUPERSEDED SURVEY CONTROL
 JH0522
 JH0522  NAD 83(1986)-  38 29 11.50697(N)    101 04 48.98187(W) AD(       ) 2
 JH0522  NAD 27      -  38 29 11.42962(N)    101 04 47.42084(W) AD(       ) 2
 JH0522
 JH0522.Superseded values are not recommended for survey control.
 JH0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0522.See file dsdata.txt to determine how the superseded data were derived.
 JH0522
 JH0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH1856261849(NAD 83)
 JH0522_MARKER: DD = SURVEY DISK
 JH0522_SETTING: 0 = UNSPECIFIED SETTING
 JH0522
 JH0522  HISTORY     - Date     Condition        Report By
 JH0522  HISTORY     - 1967     MONUMENTED       USGS
 JH0522
 JH0522                          STATION DESCRIPTION
 JH0522
 JH0522'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0522'THE STATION IS LOCATED IN MODOC, KANSAS, T. 18 S., R. 34 W., NEAR
 JH0522'THE CENTER OF THE S 1/2 OF SEC. 16, ON TOP OF HEAD HOUSE OF
 JH0522'GANO ELEVATOR, 18.57 FT S. OF N. EDGE, 7.48 FT W. OF E. EDGE,
 JH0522'11.44 FT E. OF W. EDGE, STAMPED ET DOC 1967.
 JH0522'
 JH0522'REFERENCE MARK NO. 1 IS NNE. OF THE STATION, 3.18 FT S. OF N.
 JH0522'EDGE, 3.20 FT W. OF E. EDGE, STAMPED DOC NO. 1 1967.
 JH0522'
 JH0522'REFERENCE MARK NO. 2 IS SSW. OF THE STATION, 6.57 FT N. OF
 JH0522'S. EDGE AND 9.50 FT W. OF E. EDGE, STAMPED DOC NO. 2 1967.
 JH0522'
 JH0522'USE SCOTT CITY MWT AS AZIMUTH MARK, LOCATED ABOUT 9.5 MI ESE.
 JH0522'
 JH0522'STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE
 JH0522'STANDARD TABLETS CEMENTED FLUSH WITH THE TOP OF HEAD HOUSE OF
 JH0522'ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0691 ***********************************************************************
 HE0691  DESIGNATION -  DODD
 HE0691  PID         -  HE0691
 HE0691  STATE/COUNTY-  KS/NEOSHO
 HE0691  USGS QUAD   -  SHAW (1973)
 HE0691
 HE0691                         *CURRENT SURVEY CONTROL
 HE0691  ___________________________________________________________________
 HE0691* NAD 83(1997)-  37 32 37.55951(N)    095 17 24.90526(W)     ADJUSTED  
 HE0691* NAVD 88     -       306.14   (+/-2cm)    1004.4    (feet)  VERTCON   
 HE0691  ___________________________________________________________________
 HE0691  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 HE0691  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HE0691
 HE0691  HORZ ORDER  -  SECOND
 HE0691  VERT ORDER  -  THIRD ? (See Below)
 HE0691
 HE0691.The horizontal coordinates were established by classical geodetic methods
 HE0691.and adjusted by the National Geodetic Survey in October 1998..
 HE0691
 HE0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0691.The vertical order pertains to the NGVD 29 superseded value.
 HE0691
 HE0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0691
 HE0691.The geoid height was determined by GEOID03.
 HE0691
 HE0691;                    North         East     Units Scale Factor Converg.
 HE0691;SPC KS S     -   502,226.566   683,589.501   MT  0.99995708   +1 58 20.9
 HE0691;UTM  15      - 4,157,661.863   297,668.718   MT  1.00010428   -1 23 45.9
 HE0691
 HE0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0691!SPC KS S     -   0.99995678  x   0.99995708  =   0.99991386
 HE0691!UTM  15      -   0.99995678  x   1.00010428  =   1.00006105
 HE0691
 HE0691:                Primary Azimuth Mark                     Grid Az
 HE0691:SPC KS S     -  ERIE MUNICIPAL TANK                      058 56 59.5
 HE0691:UTM  15      -  ERIE MUNICIPAL TANK                      062 19 06.3
 HE0691
 HE0691|---------------------------------------------------------------------|
 HE0691| PID    Reference Object                     Distance      Geod. Az  |
 HE0691|                                                           dddmmss.s |
 HE0691| HE0685 ERIE MUNICIPAL TANK                 APPROX. 5.3 KM 0605520.4 |
 HE0691| CL5056 DODD RM 1                            30.572 METERS 08904     |
 HE0691| HE0683 ST PAUL MUNICIPAL TANK              APPROX.10.7 KM 1045537.5 |
 HE0691| HE0682 ST PAUL ST FRANCIS CATH CH CUP      APPROX.11.7 KM 1054135.8 |
 HE0691| CL5055 DODD AZ MK                                         1612707.8 |
 HE0691| CL5057 DODD RM 2                             6.589 METERS 31446     |
 HE0691|---------------------------------------------------------------------|
 HE0691
 HE0691                          SUPERSEDED SURVEY CONTROL
 HE0691
 HE0691  NAD 83(1997)-  37 32 37.56409(N)    095 17 24.90516(W) AD(       ) 2
 HE0691  NAD 83(1986)-  37 32 37.56951(N)    095 17 24.89390(W) AD(       ) 2
 HE0691  NAD 27      -  37 32 37.39200(N)    095 17 23.96532(W) AD(       ) 2
 HE0691  NGVD 29 (07/19/86)  306.01   (m)         1004.0    (f) LEVELING    3  
 HE0691
 HE0691.Superseded values are not recommended for survey control.
 HE0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0691.See file dsdata.txt to determine how the superseded data were derived.
 HE0691
 HE0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9766957662(NAD 83)
 HE0691_MARKER: DS = TRIANGULATION STATION DISK
 HE0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0691
 HE0691  HISTORY     - Date     Condition        Report By
 HE0691  HISTORY     - 1966     MONUMENTED       CGS
 HE0691
 HE0691                          STATION DESCRIPTION
 HE0691
 HE0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0691'THE STATION IS ABOUT 7 MILES WEST-NORTHWEST OF ST. PAUL,
 HE0691'6 MILES NORTHEAST OF GALESBURG AND 3 MILES SOUTHWEST OF ERIE,
 HE0691'IN THE NORTHWEST CORNER OF THE DOANE DODD SCHOOL YARD.
 HE0691'
 HE0691'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 HE0691'AND STATE HIGHWAY 57 IN THE SOUTHWEST EDGE OF ERIE, GO SOUTHERLY
 HE0691'ON HIGHWAY 59 FOR 2.75 MILES TO THE JUNCTION WITH STATE
 HE0691'HIGHWAY 47.  TURN RIGHT AND GO WEST ON HIGHWAY 47 FOR 1.0
 HE0691'MILE TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO NORTH ON
 HE0691'GRAVELED ROAD FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HE0691'CONTINUE NORTH ON GRAVELED ROAD FOR 0.25 MILE TO A T-ROAD
 HE0691'JUNCTION.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 0.1
 HE0691'MILE TO THE DOANE DODD SCHOOL HOUSE AND THE STATION ON THE
 HE0691'LEFT.
 HE0691'
 HE0691'STATION MARK IS A STANDARD DISK, STAMPED DODD 1964, SET
 HE0691'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 HE0691'WITH THE GROUND.  IT IS 50 FEET NORTHWEST OF THE NORTHWEST
 HE0691'CORNER OF THE SCHOOL HOUSE, 27 FEET SOUTH OF THE CENTERLINE
 HE0691'OF A GRAVELED ROAD AND 15 FEET EAST OF A FENCE CORNER POST.
 HE0691'
 HE0691'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DODD NO 1 1964,
 HE0691'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 HE0691'IS FLUSH WITH THE GROUND.  IT IS 56 FEET NORTHEAST OF THE
 HE0691'NORTHEAST CORNER OF THE SCHOOL HOUSE, 25 FEET SOUTH OF THE
 HE0691'CENTERLINE OF THE GRAVELED ROAD AND ABOUT 1 FOOT LOWER THAN
 HE0691'THE STATION.
 HE0691'
 HE0691'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DODD NO 2 1964,
 HE0691'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 HE0691'2 INCHES ABOVE THE GROUND.  IT IS 60 FEET NORTHWEST OF THE
 HE0691'FENCE CORNER POST, 24 FEET NORTH OF THE CENTERLINE OF THE
 HE0691'GRAVELED ROAD AND ABOUT 2 FEET HIGHER THAN THE STATION.
 HE0691'
 HE0691'AZIMUTH MARK IS A STANDARD DISK, STAMPED DODD 1964, CEMENTED
 HE0691'IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.
 HE0691'IT IS 23 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD,
 HE0691'4 FEET NORTHWEST OF A WITNESS POST AND 2.7 FEET WEST OF
 HE0691'A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0857 ***********************************************************************
 HH0857  DESIGNATION -  DODGE
 HH0857  PID         -  HH0857
 HH0857  STATE/COUNTY-  KS/FORD
 HH0857  USGS QUAD   -  DODGE CITY (1984)
 HH0857
 HH0857                         *CURRENT SURVEY CONTROL
 HH0857  ___________________________________________________________________
 HH0857* NAD 83(1997)-  37 46 31.06230(N)    100 00 37.64339(W)     ADJUSTED  
 HH0857* NAVD 88     -       796.     (meters)    2612.     (feet)  SCALED    
 HH0857  ___________________________________________________________________
 HH0857  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 HH0857  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 HH0857
 HH0857  HORZ ORDER  -  SECOND
 HH0857
 HH0857.The horizontal coordinates were established by classical geodetic methods
 HH0857.and adjusted by the National Geodetic Survey in October 1998..
 HH0857
 HH0857.The orthometric height was scaled from a topographic map.
 HH0857
 HH0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0857
 HH0857.The geoid height was determined by GEOID03.
 HH0857
 HH0857;                    North         East     Units Scale Factor Converg.
 HH0857;SPC KS S     -   524,118.428   266,943.044   MT  0.99993899   -0 55 41.6
 HH0857;UTM  14      - 4,181,364.713   411,013.444   MT  0.99969753   -0 37 08.4
 HH0857
 HH0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0857!SPC KS S     -   0.99987914  x   0.99993899  =   0.99981814
 HH0857!UTM  14      -   0.99987914  x   0.99969753  =   0.99957670
 HH0857
 HH0857:                Primary Azimuth Mark                     Grid Az
 HH0857:SPC KS S     -  DODGE CITY RAD STA KGNO MAST             002 23 41.8
 HH0857:UTM  14      -  DODGE CITY RAD STA KGNO MAST             002 05 08.6
 HH0857
 HH0857|---------------------------------------------------------------------|
 HH0857| PID    Reference Object                     Distance      Geod. Az  |
 HH0857|                                                           dddmmss.s |
 HH0857| HH0856 DODGE CITY RAD STA KGNO MAST        APPROX. 2.0 KM 0012800.2 |
 HH0857| CK8551 DODGE RM 2                           25.536 METERS 00216     |
 HH0857| HH0854 VOR DODGE CITY RADIO DDC            APPROX. 8.4 KM 0025432.5 |
 HH0857| CK8549 DODGE AZ MK                                        0681436.6 |
 HH0857| HG1031 WRIGHT MICROWAVE KAP 39             APPROX.11.0 KM 0873800.7 |
 HH0857| HG1023 FORT DODGE MUN WATER TANK           APPROX. 8.2 KM 1242657.9 |
 HH0857| HG1024 DODGE CITY WEST LT AND TEL STK      APPROX. 7.1 KM 1313122.2 |
 HH0857| HG1039 DODGE CITY GRAIN PRODUCTS ELEV      APPROX. 3.0 KM 1503007.7 |
 HH0857| HH0644 DODGE 2                              45.930 METERS 17511     |
 HH0857| HH0859 DODGE CITY MUN WATER TANK           APPROX. 0.8 KM 2125223.1 |
 HH0857| HH0863 DODGE CITY RAD STA KAA 262 MAS      APPROX. 2.2 KM 2393034.5 |
 HH0857| HH0865 DODGE ATT MICROWAVE TWR KAM 47      APPROX. 2.4 KM 2441432.1 |
 HH0857| HH0861 DODGE CITY RAD STA KAB 211 MAS      APPROX. 1.9 KM 2614947.4 |
 HH0857| CK8550 DODGE RM 1                           28.301 METERS 26543     |
 HH0857| HH0864 DODGE CITY RAD STA KEDD W MAST      APPROX. 2.3 KM 3040331.3 |
 HH0857| HH0862 DODGE CITY RAD STA KEDD E MAST      APPROX. 2.3 KM 3041553.8 |
 HH0857|---------------------------------------------------------------------|
 HH0857
 HH0857                          SUPERSEDED SURVEY CONTROL
 HH0857
 HH0857  NAD 83(1997)-  37 46 31.06976(N)    100 00 37.64291(W) AD(       ) 2
 HH0857  NAD 83(1986)-  37 46 31.06528(N)    100 00 37.64401(W) AD(       ) 2
 HH0857  NAD 27      -  37 46 30.99266(N)    100 00 36.16197(W) AD(       ) 2
 HH0857
 HH0857.Superseded values are not recommended for survey control.
 HH0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0857.See file dsdata.txt to determine how the superseded data were derived.
 HH0857
 HH0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1101381365(NAD 83)
 HH0857_MARKER: DS = TRIANGULATION STATION DISK
 HH0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0857
 HH0857  HISTORY     - Date     Condition        Report By
 HH0857  HISTORY     - 1961     MONUMENTED       CGS
 HH0857  HISTORY     - 1969     SEE DESCRIPTION  CGS
 HH0857
 HH0857                          STATION DESCRIPTION
 HH0857
 HH0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0857'THE STATION IS APPROXIMATELY 300 FEET SOUTH OF THE SOUTH SIDE OF THE
 HH0857'ST. MARYS OF THE PLAINS COLLEGE WHICH IS APPROXIMATELY 1-1/2 MILES
 HH0857'NORTH OF THE POST OFFICE IN DODGE CITY, 1/4 MILE EAST OF CENTRAL
 HH0857'AVENUE, 0.15 MILE SOUTH OF ALTERNATE U. S. HIGHWAY 50 AND ON THE
 HH0857'NORTH EDGE OF DODGE CITY.
 HH0857'
 HH0857'TO REACH THE STATION FROM THE POST OFFICE AT THE INTERSECTION OF
 HH0857'SPRUCE STREET AND CENTRAL AVENUE, IN DODGE CITY, GO NORTH ON CENTRAL
 HH0857'AVENUE FOR 1.0 MILE TO A CROSS STREET AND A WATER TANK ON THE
 HH0857'RIGHT.  CONTINUE NORTH ON CENTRAL AVENUE FOR 0.55 MILE TO A BLACKTOP
 HH0857'STREET ON THE RIGHT, LEADING EAST TOWARD THE ST. MARYS OF THE
 HH0857'PLAINS COLLEGE. TURN RIGHT, EAST, ON THE BLACKTOP STREET FOR 0.2 MILE
 HH0857'TO A SIDE ROAD ON THE RIGHT, AT THE NORTHWEST SIDE OF THE COLLEGE.
 HH0857'TURN RIGHT AND GO SOUTH AND EAST AROUND THE WEST AND SOUTH SIDE OF
 HH0857'THE COLLEGE FOR 0.2 MILE TO THE SOUTHEAST SIDE OF A CIRCLE DRIVE
 HH0857'AND THE STATION ON THE LEFT.
 HH0857'
 HH0857'STATION MARKS ARE STANDARD DISKS STAMPED DODGE 1961.  THE SURFACE
 HH0857'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HH0857'GROUND. IT IS 236.5 FEET SOUTHEAST OF A FLAG POLE, 154.4 FEET SOUTH
 HH0857'OF A CONCRETE LAMP POST, 106.5 FEET SOUTHEAST OF A STATUE WHICH
 HH0857'IS IN THE CENTER OF A CIRLCE DRIVE AND ON THE SOUTHEAST SIDE OF THE
 HH0857'CIRCLE DRIVE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 HH0857'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0857'
 HH0857'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DODGE NO 1 1961, IS SET
 HH0857'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HH0857'IS 70.5 FEET SOUTH OF THE CENTER OF THE STATUE IN THE CENTER OF THE
 HH0857'CIRCLE DRIVE, 19.5 FEET NORTH OF A ROW OF SMALL NEWLY PLANTED
 HH0857'TREES AND 10 FEET SOUTH OF THE SOUTH EDGE OF THE CIRCLE DRIVE.
 HH0857'
 HH0857'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DODGE NO 2 1961, IS SET
 HH0857'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HH0857'IS 91 FEET NORTHEAST OF THE CENTER OF THE STATUE IN THE CENTER OF THE
 HH0857'CIRCLE DRIVE, 70.5 FEET SOUTH OF THE CONCRETE LAMP POST AND 66.5
 HH0857'FEET SOUTHWEST OF A FIRE PLUG.
 HH0857'
 HH0857'AZIMUTH MARK, A STANDARD DISK STAMPED DODGE 1961, IS SET IN A SQUARE
 HH0857'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 76 FEET SOUTH OF THE
 HH0857'CENTER LINE OF ALTERNATE HIGHWAY 50, 46 FEET WEST OF THE CENTER OF
 HH0857'A DIRT ROAD, 6 FEET WEST OF CORNER FENCE POST, 2.4 FEET EAST OF A
 HH0857'METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 HH0857'
 HH0857'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST, NORTH AND WEST
 HH0857'FOR 0.4 MILE TO CENTRAL AVENUE.  TURN RIGHT, NORTH, ON CENTRAL
 HH0857'AVENUE FOR 0.1 MILE TO ALTERNATE HIGHWAY 50.  TURN RIGHT, EAST, ON
 HH0857'ALTERNATE HIGHWAY 50 FOR 1.05 MILES TO A CROSSROAD AND THE AZIMUTH
 HH0857'MARK IN THE SOUTHWEST ANGLE.
 HH0857'
 HH0857'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HH0857'
 HH0857'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0857
 HH0857                          STATION RECOVERY (1969)
 HH0857
 HH0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HH0857'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 HH0857'IN GOOD CONDITION BUT WERE IN DANGER OF BEING DESTROYED WHEN A NEW
 HH0857'BUILDING IS CONSTRUCTED ON THE CAMPUS OR WOULD BE COVERED WITH AN
 HH0857'ASPHALT BASE FOR A NEW PARKING AREA.  REFERENCE MARK NO. 2 WAS NOT
 HH0857'RECOVERED AND WILL ALSO BE DESTROYED.  A CAR WAS PARKED OVER THE
 HH0857'MARK. THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AND
 HH0857'WAS USED AT DODGE 2.
 HH0857'
 HH0857'DODGE 2 WAS ESTABLISHED.  FOR FURTHER INFORMATION SEE THE DESCRIPTION
 HH0857'FOR THIS STATION.
 HH0857'
 HH0857'NOTE--THE STATION MARK AND REFERENCE MARK NO. 1 WERE DESTROYED AND
 HH0857'DISKS WERE RECOVERED.
 HH0857'
 HH0857'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DODGE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0644 ***********************************************************************
 HH0644  DESIGNATION -  DODGE 2
 HH0644  PID         -  HH0644
 HH0644  STATE/COUNTY-  KS/FORD
 HH0644  USGS QUAD   -  DODGE CITY (1984)
 HH0644
 HH0644                         *CURRENT SURVEY CONTROL
 HH0644  ___________________________________________________________________
 HH0644* NAD 83(1997)-  37 46 29.57781(N)    100 00 37.48602(W)     ADJUSTED  
 HH0644* NAVD 88     -       796.017  (meters)    2611.60   (feet)  ADJUSTED  
 HH0644  ___________________________________________________________________
 HH0644  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 HH0644  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 HH0644  DYNAMIC HT  -         795.330 (meters)    2609.35  (feet)  COMP
 HH0644  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 HH0644
 HH0644  HORZ ORDER  -  THIRD
 HH0644  VERT ORDER  -  FIRST     CLASS II
 HH0644
 HH0644.The horizontal coordinates were established by classical geodetic methods
 HH0644.and adjusted by the National Geodetic Survey in October 1998..
 HH0644.No horizontal observational check was made to the station.
 HH0644
 HH0644.The orthometric height was determined by differential leveling
 HH0644.and adjusted by the National Geodetic Survey in June 1991..
 HH0644
 HH0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0644
 HH0644.The geoid height was determined by GEOID03.
 HH0644
 HH0644.The dynamic height is computed by dividing the NAVD 88
 HH0644.geopotential number by the normal gravity value computed on the
 HH0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0644.degrees latitude (g = 980.6199 gals.).
 HH0644
 HH0644.The modeled gravity was interpolated from observed gravity values.
 HH0644
 HH0644;                    North         East     Units Scale Factor Converg.
 HH0644;SPC KS S     -   524,072.606   266,946.153   MT  0.99993901   -0 55 41.5
 HH0644;UTM  14      - 4,181,318.919   411,016.799   MT  0.99969752   -0 37 08.3
 HH0644
 HH0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0644!SPC KS S     -   0.99987919  x   0.99993901  =   0.99981820
 HH0644!UTM  14      -   0.99987919  x   0.99969752  =   0.99957674
 HH0644
 HH0644:                Primary Azimuth Mark                     Grid Az
 HH0644:SPC KS S     -  DODGE AZ MK                              067 15 57.4
 HH0644:UTM  14      -  DODGE AZ MK                              066 57 24.2
 HH0644
 HH0644|---------------------------------------------------------------------|
 HH0644| PID    Reference Object                     Distance      Geod. Az  |
 HH0644|                                                           dddmmss.s |
 HH0644| CK8549 DODGE AZ MK                                        0662015.9 |
 HH0644| CK8552 DODGE 2 RM 3                         15.485 METERS 13108     |
 HH0644| HH0859 DODGE CITY MUN WATER TANK           APPROX. 0.8 KM 2145601.5 |
 HH0644| CK8553 DODGE 2 RM 4                         15.492 METERS 22913     |
 HH0644| HH0857 DODGE                                45.930 METERS 35511     |
 HH0644|---------------------------------------------------------------------|
 HH0644
 HH0644                          SUPERSEDED SURVEY CONTROL
 HH0644
 HH0644  NAD 83(1997)-  37 46 29.58527(N)    100 00 37.48554(W) AD(       ) 3
 HH0644  NAD 83(1986)-  37 46 29.58080(N)    100 00 37.48664(W) AD(       ) 3
 HH0644  NAD 27      -  37 46 29.50796(N)    100 00 36.00458(W) AD(       ) 3
 HH0644
 HH0644.Superseded values are not recommended for survey control.
 HH0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0644.See file dsdata.txt to determine how the superseded data were derived.
 HH0644
 HH0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1101781319(NAD 83)
 HH0644_MARKER: DS = TRIANGULATION STATION DISK
 HH0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0644_SP_SET: CONCRETE POST
 HH0644_STAMPING: DODGE 2 1969
 HH0644_MARK LOGO: CGS   
 HH0644_PROJECTION: FLUSH
 HH0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0644+STABILITY: SURFACE MOTION
 HH0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0644+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 HH0644
 HH0644  HISTORY     - Date     Condition        Report By
 HH0644  HISTORY     - 1969     MONUMENTED       CGS
 HH0644  HISTORY     - 1986     GOOD             NGS
 HH0644  HISTORY     - 20040412 GOOD             INDIV
 HH0644
 HH0644                          STATION DESCRIPTION
 HH0644
 HH0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0644'2.6 KM (1.6 MI) NORTH FROM DODGE CITY.
 HH0644'2.0 KM (1.26 MI) NORTH ALONG CENTERAL AVENUE FROM THE POST OFFICE IN
 HH0644'DODGE CITY, THENCE 0.43 KM (0.26 MI) EAST ALONG UNIVERSITY DRIVE,
 HH0644'THENCE 0.24 KM (0.15 MI) NORTH ALONG PICAYUNE STREET, IN THE NORTHEAST
 HH0644'CORNER OF THE JUNCTION OF PICAYUNE STREET AND CAMPUS DRIVE, AT THE
 HH0644'SOUTH SIDE OF THE ST. MARYS OF THE PLAINS COLLEGE CAMPUS, 92.3 METERS
 HH0644'(303 FT) EAST OF THE CENTER OF PICAYUNE STREET, 37.1 METERS (122 FT)
 HH0644'NORTH OF THE NORTH CURB OF CAMPUS DRIVE, 15.5 METERS (51 FT) NORTHWEST
 HH0644'OF RM 3 AND 15.5 METERS (51 FT) NORTHEAST OF RM 4.
 HH0644
 HH0644                          STATION RECOVERY (2004)
 HH0644
 HH0644'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LPD)
 HH0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0865 ***********************************************************************
 HH0865  DESIGNATION -  DODGE ATT MICROWAVE TWR KAM 47
 HH0865  PID         -  HH0865
 HH0865  STATE/COUNTY-  KS/FORD
 HH0865  USGS QUAD   -  DODGE CITY (1984)
 HH0865
 HH0865                         *CURRENT SURVEY CONTROL
 HH0865  ___________________________________________________________________
 HH0865* NAD 83(1997)-  37 45 57.85856(N)    100 02 04.30539(W)     ADJUSTED  
 HH0865* NAVD 88     -                                                        
 HH0865  ___________________________________________________________________
 HH0865  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 HH0865  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 HH0865
 HH0865  HORZ ORDER  -  THIRD
 HH0865
 HH0865.The horizontal coordinates were established by classical geodetic methods
 HH0865.and adjusted by the National Geodetic Survey in October 1998..
 HH0865
 HH0865
 HH0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0865
 HH0865.The geoid height was determined by GEOID03.
 HH0865
 HH0865;                    North         East     Units Scale Factor Converg.
 HH0865;SPC KS S     -   523,129.547   264,805.803   MT  0.99993940   -0 56 34.8
 HH0865;UTM  14      - 4,180,364.549   408,882.082   MT  0.99970226   -0 38 01.1
 HH0865
 HH0865                          SUPERSEDED SURVEY CONTROL
 HH0865
 HH0865  NAD 83(1997)-  37 45 57.86604(N)    100 02 04.30473(W) AD(       ) 4
 HH0865  NAD 83(1986)-  37 45 57.86119(N)    100 02 04.30553(W) AD(       ) 4
 HH0865  NAD 27      -  37 45 57.78793(N)    100 02 02.81857(W) AD(       ) 3
 HH0865
 HH0865.Superseded values are not recommended for survey control.
 HH0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0865.See file dsdata.txt to determine how the superseded data were derived.
 HH0865
 HH0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG0888280365(NAD 83)
 HH0865_MARKER: 45 = MICROWAVE TOWER
 HH0865
 HH0865  HISTORY     - Date     Condition        Report By
 HH0865  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0865
 HH0865                          STATION DESCRIPTION
 HH0865
 HH0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0865'THE STATION IS THE RED LIGHT ATOP OF THE A. T. AND T. MICROWAVE
 HH0865'TOWER, LOCATED AT THE NORTHWEST PART OF DODGE CITY, AT THE NORTHWEST
 HH0865'CORNER OF WEST COMANCHE STREET.  IT IS A FOUR-LEGGED STEEL
 HH0865'STRUCTURE, PAINTED RED AND WHITE, AND HAS AN OVERALL HEIGHT OF 266
 HH0865'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0860 ***********************************************************************
 HH0860  DESIGNATION -  DODGE CITY CATH SCHOOL CROSS
 HH0860  PID         -  HH0860
 HH0860  STATE/COUNTY-  KS/FORD
 HH0860  USGS QUAD   -  DODGE CITY (1984)
 HH0860
 HH0860                         *CURRENT SURVEY CONTROL
 HH0860  ___________________________________________________________________
 HH0860* NAD 83(1997)-  37 45 23.57876(N)    100 01 01.60072(W)     ADJUSTED  
 HH0860* NAVD 88     -                                                        
 HH0860  ___________________________________________________________________
 HH0860  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 HH0860  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 HH0860
 HH0860  HORZ ORDER  -  THIRD
 HH0860
 HH0860.The horizontal coordinates were established by classical geodetic methods
 HH0860.and adjusted by the National Geodetic Survey in October 1998..
 HH0860
 HH0860
 HH0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0860
 HH0860.The geoid height was determined by GEOID03.
 HH0860
 HH0860;                    North         East     Units Scale Factor Converg.
 HH0860;SPC KS S     -   522,047.754   266,323.018   MT  0.99993985   -0 55 56.3
 HH0860;UTM  14      - 4,179,291.222   410,404.753   MT  0.99969887   -0 37 22.2
 HH0860
 HH0860                          SUPERSEDED SURVEY CONTROL
 HH0860
 HH0860  NAD 83(1997)-  37 45 23.58627(N)    100 01 01.60026(W) AD(       ) 4
 HH0860  NAD 83(1986)-  37 45 23.58113(N)    100 01 01.60130(W) AD(       ) 4
 HH0860  NAD 27      -  37 45 23.50832(N)    100 01 00.11759(W) AD(       ) 3
 HH0860
 HH0860.Superseded values are not recommended for survey control.
 HH0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0860.See file dsdata.txt to determine how the superseded data were derived.
 HH0860
 HH0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1040579291(NAD 83)
 HH0860_MARKER: 74 = LARGE CROSS
 HH0860
 HH0860  HISTORY     - Date     Condition        Report By
 HH0860  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0860
 HH0860                          STATION DESCRIPTION
 HH0860
 HH0860'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1039 ***********************************************************************
 HG1039  DESIGNATION -  DODGE CITY GRAIN PRODUCTS ELEV
 HG1039  PID         -  HG1039
 HG1039  STATE/COUNTY-  KS/FORD
 HG1039  USGS QUAD   -  WRIGHT (1972)
 HG1039
 HG1039                         *CURRENT SURVEY CONTROL
 HG1039  ___________________________________________________________________
 HG1039* NAD 83(1997)-  37 45 05.36775(N)    099 59 36.58959(W)     ADJUSTED  
 HG1039* NAVD 88     -                                                        
 HG1039  ___________________________________________________________________
 HG1039  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 HG1039  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 HG1039
 HG1039  HORZ ORDER  -  THIRD
 HG1039
 HG1039.The horizontal coordinates were established by classical geodetic methods
 HG1039.and adjusted by the National Geodetic Survey in October 1998..
 HG1039
 HG1039
 HG1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1039
 HG1039.The geoid height was determined by GEOID03.
 HG1039
 HG1039;                    North         East     Units Scale Factor Converg.
 HG1039;SPC KS S     -   521,452.801   268,394.560   MT  0.99994010   -0 55 04.1
 HG1039;UTM  14      - 4,178,707.610   412,478.974   MT  0.99969435   -0 36 29.9
 HG1039
 HG1039                          SUPERSEDED SURVEY CONTROL
 HG1039
 HG1039  NAD 83(1997)-  37 45 05.37526(N)    099 59 36.58916(W) AD(       ) 4
 HG1039  NAD 83(1986)-  37 45 05.37031(N)    099 59 36.58976(W) AD(       ) 4
 HG1039  NAD 27      -  37 45 05.29807(N)    099 59 35.11043(W) AD(       ) 3
 HG1039
 HG1039.Superseded values are not recommended for survey control.
 HG1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1039.See file dsdata.txt to determine how the superseded data were derived.
 HG1039
 HG1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1247978708(NAD 83)
 HG1039_MARKER: 65 = GRAIN ELEVATOR
 HG1039
 HG1039  HISTORY     - Date     Condition        Report By
 HG1039  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG1039  HISTORY     - 1964     GOOD             CGS
 HG1039
 HG1039                          STATION DESCRIPTION
 HG1039
 HG1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1039'THE STATION IS THE LARGE VENTILATOR ON THE TOP OF THE HEADHOUSE OF
 HG1039'THE GRAIN PRODUCTS GRAIN ELEVATOR, LOCATED AT THE EAST EDGE OF DODGE
 HG1039'CITY, ABOUT 1/4 MILE WEST OF THE JUNCTION OF U.S. ALTERNATE HIGHWAY
 HG1039'50 AND U.S. HIGHWAY 56.  IT IS A LARGE CONCRETE STRUCTURE, PAINTED
 HG1039'WHITE, WITH A RED AND BLACK MONOGRAM ON THE BENDS AND THE
 HG1039'HEADHOUSE, AND HAS AN OVERALL HEIGHT OF ABOUT 212 FEET.  IT IS THE
 HG1039'MOST EASTERN ELEVATOR IN DODGE CITY.
 HG1039
 HG1039                          STATION RECOVERY (1964)
 HG1039
 HG1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 HG1039'THE STATION WAS VISITED AND FOUND AS DESCRIBED IN UNADJUSTED
 HG1039'HORIZONTAL CONTROL DATA G-12745, PAGE 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0868 ***********************************************************************
 HH0868  DESIGNATION -  DODGE CITY MICROWAVE KAS 51
 HH0868  PID         -  HH0868
 HH0868  STATE/COUNTY-  KS/FORD
 HH0868  USGS QUAD   -  DODGE CITY SW (1984)
 HH0868
 HH0868                         *CURRENT SURVEY CONTROL
 HH0868  ___________________________________________________________________
 HH0868* NAD 83(1997)-  37 49 32.75741(N)    100 10 42.39423(W)     ADJUSTED  
 HH0868* NAVD 88     -                                                        
 HH0868  ___________________________________________________________________
 HH0868  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HH0868  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 HH0868
 HH0868  HORZ ORDER  -  THIRD
 HH0868
 HH0868.The horizontal coordinates were established by classical geodetic methods
 HH0868.and adjusted by the National Geodetic Survey in October 1998..
 HH0868
 HH0868
 HH0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0868
 HH0868.The geoid height was determined by GEOID03.
 HH0868
 HH0868;                    North         East     Units Scale Factor Converg.
 HH0868;SPC KS S     -   529,972.135   252,247.387   MT  0.99993720   -1 01 53.2
 HH0868;UTM  14      - 4,187,137.798   396,289.725   MT  0.99973248   -0 43 21.9
 HH0868
 HH0868                          SUPERSEDED SURVEY CONTROL
 HH0868
 HH0868  NAD 83(1997)-  37 49 32.76445(N)    100 10 42.39322(W) AD(       ) 4
 HH0868  NAD 83(1986)-  37 49 32.76059(N)    100 10 42.39409(W) AD(       ) 4
 HH0868  NAD 27      -  37 49 32.68697(N)    100 10 40.89503(W) AD(       ) 3
 HH0868
 HH0868.Superseded values are not recommended for survey control.
 HH0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0868.See file dsdata.txt to determine how the superseded data were derived.
 HH0868
 HH0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG9629087138(NAD 83)
 HH0868_MARKER: 44 = MICROWAVE MAST
 HH0868
 HH0868  HISTORY     - Date     Condition        Report By
 HH0868  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0868
 HH0868                          STATION DESCRIPTION
 HH0868
 HH0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0868'THE STATION IS THE RED LIGHT ATOP OF THE TRI-CIRCLE TV NETWORK MAST
 HH0868'OF GREAT BEND, KANSAS, LOCATED ABOUT 8-1/2 MILES WEST OF DODGE CITY
 HH0868'AND 3 MILES NORTH OF HOWELL, IT IS A SLENDER STEEL STRUCTURE,
 HH0868'GUYED, PAINTED RED AND WHITE, AND HAS AN OVERALL HEIGHT OF 300
 HH0868'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1035 ***********************************************************************
 HG1035  DESIGNATION -  DODGE CITY MUN APT ARP
 HG1035  PID         -  HG1035
 HG1035  STATE/COUNTY-  KS/FORD
 HG1035  USGS QUAD   -  WRIGHT (1972)
 HG1035
 HG1035                         *CURRENT SURVEY CONTROL
 HG1035  ___________________________________________________________________
 HG1035* NAD 83(1997)-  37 45 41.76729(N)    099 57 52.03469(W)     ADJUSTED  
 HG1035* NAVD 88     -       788.     (meters)    2585.     (feet)  SCALED    
 HG1035  ___________________________________________________________________
 HG1035  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 HG1035  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 HG1035
 HG1035  HORZ ORDER  -  THIRD
 HG1035
 HG1035.This mark is at Dodge City Regional Airport (DDC)
 HG1035
 HG1035.The horizontal coordinates were established by classical geodetic methods
 HG1035.and adjusted by the National Geodetic Survey in October 1998..
 HG1035
 HG1035.The orthometric height was scaled from a topographic map.
 HG1035
 HG1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1035
 HG1035.The geoid height was determined by GEOID03.
 HG1035
 HG1035;                    North         East     Units Scale Factor Converg.
 HG1035;SPC KS S     -   522,534.235   270,971.215   MT  0.99993961   -0 53 59.8
 HG1035;UTM  14      - 4,179,802.670   415,049.113   MT  0.99968889   -0 35 26.3
 HG1035
 HG1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1035!SPC KS S     -   0.99988040  x   0.99993961  =   0.99982002
 HG1035!UTM  14      -   0.99988040  x   0.99968889  =   0.99956933
 HG1035
 HG1035:                Primary Azimuth Mark                     Grid Az
 HG1035:SPC KS S     -  DODGE CITY MUN APT AP ST B               160 16 18.1
 HG1035:UTM  14      -  DODGE CITY MUN APT AP ST B               159 57 44.6
 HG1035
 HG1035|---------------------------------------------------------------------|
 HG1035| PID    Reference Object                     Distance      Geod. Az  |
 HG1035|                                                           dddmmss.s |
 HG1035| HG1034 DODGE CITY MUN APT AP ST B          APPROX. 0.7 KM 1592218.3 |
 HG1035| HG1037 DODGE CITY MUNICIPAL AIRPORT BEACON 321.667 METERS 23914     |
 HG1035| HG0637 PORT                                331.554 METERS 24551     |
 HG1035|---------------------------------------------------------------------|
 HG1035
 HG1035                          SUPERSEDED SURVEY CONTROL
 HG1035
 HG1035  NAD 83(1997)-  37 45 41.77481(N)    099 57 52.03441(W) AD(       ) 3
 HG1035  NAD 83(1986)-  37 45 41.77009(N)    099 57 52.03492(W) AD(       ) 3
 HG1035  NAD 27      -  37 45 41.69665(N)    099 57 50.56112(W) AD(       ) 3
 HG1035
 HG1035.Superseded values are not recommended for survey control.
 HG1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1035.See file dsdata.txt to determine how the superseded data were derived.
 HG1035
 HG1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1504979803(NAD 83)
 HG1035_MARKER: DT = TOPOGRAPHIC STATION DISK
 HG1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG1035_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG1035+STABILITY: SURFACE MOTION
 HG1035
 HG1035  HISTORY     - Date     Condition        Report By
 HG1035  HISTORY     - 1964     MONUMENTED       CGS
 HG1035
 HG1035                          STATION DESCRIPTION
 HG1035
 HG1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JVT)
 HG1035'THE STATION IS ABOUT 540 FEET NNW OF THE INTERSECTION OF RUNWAYS
 HG1035'14-32 AND 2-20, 368.0 FEET SSW OF THE ANNEMOMETER TOWER, 55.8 FEET NE
 HG1035'OF THE NE EDGE OF RUNWAY 14-32.  THE STATION IS A STANDARD
 HG1035'TOPOGRAPHIC DISK STAMPED ARP 1964 AND IS SET IN THE TOP OF A SQUARE
 HG1035'CONCRETE MONUMENT SET 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0859 ***********************************************************************
 HH0859  DESIGNATION -  DODGE CITY MUN WATER TANK
 HH0859  PID         -  HH0859
 HH0859  STATE/COUNTY-  KS/FORD
 HH0859  USGS QUAD   -  DODGE CITY (1984)
 HH0859
 HH0859                         *CURRENT SURVEY CONTROL
 HH0859  ___________________________________________________________________
 HH0859* NAD 83(1997)-  37 46 08.81448(N)    100 00 55.75556(W)     ADJUSTED  
 HH0859* NAVD 88     -                                                        
 HH0859  ___________________________________________________________________
 HH0859  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 HH0859  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 HH0859
 HH0859  HORZ ORDER  -  THIRD
 HH0859
 HH0859.The horizontal coordinates were established by classical geodetic methods
 HH0859.and adjusted by the National Geodetic Survey in October 1998..
 HH0859
 HH0859
 HH0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0859
 HH0859.The geoid height was determined by GEOID03.
 HH0859
 HH0859;                    North         East     Units Scale Factor Converg.
 HH0859;SPC KS S     -   523,439.826   266,488.738   MT  0.99993926   -0 55 52.7
 HH0859;UTM  14      - 4,180,683.833   410,562.915   MT  0.99969852   -0 37 19.2
 HH0859
 HH0859                          SUPERSEDED SURVEY CONTROL
 HH0859
 HH0859  NAD 83(1997)-  37 46 08.82197(N)    100 00 55.75502(W) AD(       ) 4
 HH0859  NAD 83(1986)-  37 46 08.81710(N)    100 00 55.75577(W) AD(       ) 4
 HH0859  NAD 27      -  37 46 08.74469(N)    100 00 54.27281(W) AD(       ) 3
 HH0859
 HH0859.Superseded values are not recommended for survey control.
 HH0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0859.See file dsdata.txt to determine how the superseded data were derived.
 HH0859
 HH0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1056380684(NAD 83)
 HH0859_MARKER: 53 = ELEVATED TANK
 HH0859
 HH0859  HISTORY     - Date     Condition        Report By
 HH0859  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0859  HISTORY     - 1964     GOOD             CGS
 HH0859
 HH0859                          STATION DESCRIPTION
 HH0859
 HH0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0859'THE STATION IS THE FINIAL ATOP THE TANK, LOCATED ON THE CORNER OF
 HH0859'AVE. A AND LA MESA DR. IN DODGE CITY.  IT HAS A NETWORK OF STEEL LEGS
 HH0859'WHICH SUPPORTS THE TANK, IT IS A SILVER COLOR AN HAS THE LEGEND
 HH0859'DODGE CITY IN BLACK LETTERS ON THE NORTH SIDE.  IT HAS AN OVERALL
 HH0859'HEIGHT OF 84 FEET.
 HH0859
 HH0859                          STATION RECOVERY (1964)
 HH0859
 HH0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 HH0859'THE STATION WAS VISITED AND FOUND AS DESCRIBED IN UNADJUSTED
 HH0859'HORIZONTAL CONTROL DATA G-12745, PAGE 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1037 ***********************************************************************
 HG1037  DESIGNATION -  DODGE CITY MUNICIPAL AIRPORT BEACON
 HG1037  PID         -  HG1037
 HG1037  STATE/COUNTY-  KS/FORD
 HG1037  USGS QUAD   -  WRIGHT (1972)
 HG1037
 HG1037                         *CURRENT SURVEY CONTROL
 HG1037  ___________________________________________________________________
 HG1037* NAD 83(1997)-  37 45 36.43095(N)    099 58 03.32726(W)     ADJUSTED  
 HG1037* NAVD 88     -       791.     (meters)    2595.     (feet)  SCALED    
 HG1037  ___________________________________________________________________
 HG1037  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HG1037  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 HG1037
 HG1037  HORZ ORDER  -  THIRD
 HG1037
 HG1037.The horizontal coordinates were established by classical geodetic methods
 HG1037.and adjusted by the National Geodetic Survey in October 1998..
 HG1037
 HG1037.The orthometric height was scaled from a topographic map.
 HG1037
 HG1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1037
 HG1037.The geoid height was determined by GEOID03.
 HG1037
 HG1037;                    North         East     Units Scale Factor Converg.
 HG1037;SPC KS S     -   522,374.086   270,692.272   MT  0.99993968   -0 54 06.8
 HG1037;UTM  14      - 4,179,641.058   414,771.108   MT  0.99968947   -0 35 33.2
 HG1037
 HG1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1037!SPC KS S     -   0.99987993  x   0.99993968  =   0.99981962
 HG1037!UTM  14      -   0.99987993  x   0.99968947  =   0.99956944
 HG1037
 HG1037                          SUPERSEDED SURVEY CONTROL
 HG1037
 HG1037  NAD 83(1997)-  37 45 36.43847(N)    099 58 03.32695(W) AD(       ) 4
 HG1037  NAD 83(1986)-  37 45 36.43315(N)    099 58 03.32825(W) AD(       ) 4
 HG1037  NAD 27      -  37 45 36.36070(N)    099 58 01.85363(W) AD(       ) 3
 HG1037
 HG1037.Superseded values are not recommended for survey control.
 HG1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1037.See file dsdata.txt to determine how the superseded data were derived.
 HG1037
 HG1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1477179641(NAD 83)
 HG1037_MARKER: 21 = AIRPORT BEACON
 HG1037
 HG1037  HISTORY     - Date     Condition        Report By
 HG1037  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG1037  HISTORY     - 1964     GOOD             CGS
 HG1037  HISTORY     - 1970     GOOD             NGS
 HG1037
 HG1037                          STATION DESCRIPTION
 HG1037
 HG1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JVT)
 HG1037'THE STATION IS APPROXIMATELY 2-1/2 MILES EAST OF DODGE CITY, ON THE
 HG1037'DODGE CITY MUNICIPAL AIRPORT, IN THE NORTHEAST QUARTER OF SECTION
 HG1037'29, T 26 S, R 24 W, AND APPROXIMATELY 125 FEET WEST OF THE AIRPORT
 HG1037'TERMINAL BUILDING.
 HG1037'
 HG1037'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PORT,
 HG1037'DISTANCE BEING 127.69 FEET (38.920 METERS) SOUTHEAST OF STATION
 HG1037'PORT.  THE CENTER OF THE BASE IS THE POINT MEASURED TO.  THE BEACON
 HG1037'IS A REVOLVING LIGHT SUPPORTED BY A FOUR LEGGED STEEL TOWER AND
 HG1037'IS APPROXIMATELY 50 FEET HIGH.
 HG1037
 HG1037                          STATION RECOVERY (1964)
 HG1037
 HG1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 HG1037'THE STATION WAS RECOVERED AS DESCRIBED IN 1961, AND FOUND TO BE IN
 HG1037'GOOD CONDITION.
 HG1037
 HG1037                          STATION RECOVERY (1970)
 HG1037
 HG1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FBN)
 HG1037'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, SEPT 1970
 HG1037'BY F.B.M.
 HG1037'
 HG1037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 HG1037'DODGE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0856 ***********************************************************************
 HH0856  DESIGNATION -  DODGE CITY RAD STA KGNO MAST
 HH0856  PID         -  HH0856
 HH0856  STATE/COUNTY-  KS/FORD
 HH0856  USGS QUAD   -  DODGE CITY (1984)
 HH0856
 HH0856                         *CURRENT SURVEY CONTROL
 HH0856  ___________________________________________________________________
 HH0856* NAD 83(1997)-  37 47 36.68369(N)    100 00 35.52604(W)     ADJUSTED  
 HH0856* NAVD 88     -                                                        
 HH0856  ___________________________________________________________________
 HH0856  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HH0856  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 HH0856
 HH0856  HORZ ORDER  -  THIRD
 HH0856
 HH0856.The horizontal coordinates were established by classical geodetic methods
 HH0856.and adjusted by the National Geodetic Survey in October 1998..
 HH0856
 HH0856
 HH0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0856
 HH0856.The geoid height was determined by GEOID03.
 HH0856
 HH0856;                    North         East     Units Scale Factor Converg.
 HH0856;SPC KS S     -   526,140.387   267,027.611   MT  0.99993825   -0 55 40.3
 HH0856;UTM  14      - 4,183,386.611   411,087.084   MT  0.99969737   -0 37 08.1
 HH0856
 HH0856                          SUPERSEDED SURVEY CONTROL
 HH0856
 HH0856  NAD 83(1997)-  37 47 36.69112(N)    100 00 35.52559(W) AD(       ) 4
 HH0856  NAD 83(1986)-  37 47 36.68631(N)    100 00 35.52618(W) AD(       ) 4
 HH0856  NAD 27      -  37 47 36.61505(N)    100 00 34.04414(W) AD(       ) 3
 HH0856
 HH0856.Superseded values are not recommended for survey control.
 HH0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0856.See file dsdata.txt to determine how the superseded data were derived.
 HH0856
 HH0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1108783387(NAD 83)
 HH0856_MARKER: 42 = RADIO/TV MAST
 HH0856
 HH0856  HISTORY     - Date     Condition        Report By
 HH0856  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0856
 HH0856                          STATION DESCRIPTION
 HH0856
 HH0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0856'THE STATION IS THE RED LIGHT ATOP THE CENTER ONE OF THREE MASTS OF
 HH0856'THE DODGE CITY BROADCASTING CO., LOCATED ABOUT 3 MILES NORH OF DODGE
 HH0856'CITY. CITY.  IT IS A SLENDER STEEL STRUCTURE, PAINTED RED AD WHITE
 HH0856'AND HAS AN OVERALL HEIGHT OF ABOUT 163 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0861 ***********************************************************************
 HH0861  DESIGNATION -  DODGE CITY RAD STA KAB 211 MAS
 HH0861  PID         -  HH0861
 HH0861  STATE/COUNTY-  KS/FORD
 HH0861  USGS QUAD   -  DODGE CITY (1984)
 HH0861
 HH0861                         *CURRENT SURVEY CONTROL
 HH0861  ___________________________________________________________________
 HH0861* NAD 83(1997)-  37 46 22.24302(N)    100 01 54.96907(W)     ADJUSTED  
 HH0861* NAVD 88     -                                                        
 HH0861  ___________________________________________________________________
 HH0861  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 HH0861  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 HH0861
 HH0861  HORZ ORDER  -  THIRD
 HH0861
 HH0861.The horizontal coordinates were established by classical geodetic methods
 HH0861.and adjusted by the National Geodetic Survey in October 1998..
 HH0861
 HH0861
 HH0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0861
 HH0861.The geoid height was determined by GEOID03.
 HH0861
 HH0861;                    North         East     Units Scale Factor Converg.
 HH0861;SPC KS S     -   523,877.444   265,046.618   MT  0.99993910   -0 56 29.1
 HH0861;UTM  14      - 4,181,113.557   409,118.799   MT  0.99970173   -0 37 55.7
 HH0861
 HH0861                          SUPERSEDED SURVEY CONTROL
 HH0861
 HH0861  NAD 83(1997)-  37 46 22.25045(N)    100 01 54.96842(W) AD(       ) 4
 HH0861  NAD 83(1986)-  37 46 22.24564(N)    100 01 54.96933(W) AD(       ) 4
 HH0861  NAD 27      -  37 46 22.17269(N)    100 01 53.48480(W) AD(       ) 3
 HH0861
 HH0861.Superseded values are not recommended for survey control.
 HH0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0861.See file dsdata.txt to determine how the superseded data were derived.
 HH0861
 HH0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG0911981114(NAD 83)
 HH0861_MARKER: 42 = RADIO/TV MAST
 HH0861
 HH0861  HISTORY     - Date     Condition        Report By
 HH0861  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0861
 HH0861                          STATION DESCRIPTION
 HH0861
 HH0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0861'THE STATION IS THE LIGHT ATOP OF THE WESTERN LIGHT AND POWER CO.
 HH0861'MAST, LOCATED 1/2 MILE NORTH OF THE INTERSECTION OF 14TH STREET AND
 HH0861'COMANCHE AVE. IT IS A SLENDER STEEL STRUCTURE, PAINTED RED AND
 HH0861'WHITE, AND HAS AN OVERALL HEIGHT OF 320 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0862 ***********************************************************************
 HH0862  DESIGNATION -  DODGE CITY RAD STA KEDD E MAST
 HH0862  PID         -  HH0862
 HH0862  STATE/COUNTY-  KS/FORD
 HH0862  USGS QUAD   -  DODGE CITY (1984)
 HH0862
 HH0862                         *CURRENT SURVEY CONTROL
 HH0862  ___________________________________________________________________
 HH0862* NAD 83(1997)-  37 47 12.88097(N)    100 01 55.00367(W)     ADJUSTED  
 HH0862* NAVD 88     -                                                        
 HH0862  ___________________________________________________________________
 HH0862  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HH0862  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 HH0862
 HH0862  HORZ ORDER  -  THIRD
 HH0862
 HH0862.The horizontal coordinates were established by classical geodetic methods
 HH0862.and adjusted by the National Geodetic Survey in October 1998..
 HH0862
 HH0862
 HH0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0862
 HH0862.The geoid height was determined by GEOID03.
 HH0862
 HH0862;                    North         East     Units Scale Factor Converg.
 HH0862;SPC KS S     -   525,438.380   265,071.421   MT  0.99993851   -0 56 29.1
 HH0862;UTM  14      - 4,182,674.234   409,135.175   MT  0.99970169   -0 37 56.4
 HH0862
 HH0862                          SUPERSEDED SURVEY CONTROL
 HH0862
 HH0862  NAD 83(1997)-  37 47 12.88836(N)    100 01 55.00315(W) AD(       ) 4
 HH0862  NAD 83(1986)-  37 47 12.88357(N)    100 01 55.00376(W) AD(       ) 4
 HH0862  NAD 27      -  37 47 12.81194(N)    100 01 53.52084(W) AD(       ) 3
 HH0862
 HH0862.Superseded values are not recommended for survey control.
 HH0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0862.See file dsdata.txt to determine how the superseded data were derived.
 HH0862
 HH0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG0913582674(NAD 83)
 HH0862_MARKER: 42 = RADIO/TV MAST
 HH0862
 HH0862  HISTORY     - Date     Condition        Report By
 HH0862  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0862
 HH0862                          STATION DESCRIPTION
 HH0862
 HH0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0862'THE STATION IS THE LIGHT ATOP OF THE RADIO STATION KEDD EAST MAST,
 HH0862'LOCATED ABOUT 2-1/2 MILES NORTH OF DODGE CITY.  IT IS A SLENDER
 HH0862'STEEL STRUCTURE, PAINTED RED AND WHITE, AND HAS AN OVERALL HEIGHT OF
 HH0862'166 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0863 ***********************************************************************
 HH0863  DESIGNATION -  DODGE CITY RAD STA KAA 262 MAS
 HH0863  PID         -  HH0863
 HH0863  STATE/COUNTY-  KS/FORD
 HH0863  USGS QUAD   -  DODGE CITY (1984)
 HH0863
 HH0863                         *CURRENT SURVEY CONTROL
 HH0863  ___________________________________________________________________
 HH0863* NAD 83(1997)-  37 45 54.31765(N)    100 01 56.23633(W)     ADJUSTED  
 HH0863* NAVD 88     -                                                        
 HH0863  ___________________________________________________________________
 HH0863  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 HH0863  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 HH0863
 HH0863  HORZ ORDER  -  THIRD
 HH0863
 HH0863.The horizontal coordinates were established by classical geodetic methods
 HH0863.and adjusted by the National Geodetic Survey in October 1998..
 HH0863
 HH0863
 HH0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0863
 HH0863.The geoid height was determined by GEOID03.
 HH0863
 HH0863;                    North         East     Units Scale Factor Converg.
 HH0863;SPC KS S     -   523,017.151   265,001.462   MT  0.99993945   -0 56 29.9
 HH0863;UTM  14      - 4,180,253.237   409,078.298   MT  0.99970182   -0 37 56.1
 HH0863
 HH0863                          SUPERSEDED SURVEY CONTROL
 HH0863
 HH0863  NAD 83(1997)-  37 45 54.32513(N)    100 01 56.23569(W) AD(       ) 4
 HH0863  NAD 83(1986)-  37 45 54.32023(N)    100 01 56.23664(W) AD(       ) 4
 HH0863  NAD 27      -  37 45 54.24714(N)    100 01 54.75084(W) AD(       ) 3
 HH0863
 HH0863.Superseded values are not recommended for survey control.
 HH0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0863.See file dsdata.txt to determine how the superseded data were derived.
 HH0863
 HH0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG0907880253(NAD 83)
 HH0863_MARKER: 42 = RADIO/TV MAST
 HH0863
 HH0863  HISTORY     - Date     Condition        Report By
 HH0863  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0863
 HH0863                          STATION DESCRIPTION
 HH0863
 HH0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0863'THE STATION IS THE LIGHT ATOP THE 230 FOOT HIGH MAST OF THE REA
 HH0863'DODGE CITY.  IT IS A THREE LEGGED STEEL STRUCTURE, GUYED, PAINTED
 HH0863'RED AND WHITE.
 HH0863'
 HH0863'IT IS LOCATED ON THE SOUTHEAST CORNER OF 14TH AND COMANCHE ST. IN THE
 HH0863'NORTHWEST PART OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0864 ***********************************************************************
 HH0864  DESIGNATION -  DODGE CITY RAD STA KEDD W MAST
 HH0864  PID         -  HH0864
 HH0864  STATE/COUNTY-  KS/FORD
 HH0864  USGS QUAD   -  DODGE CITY (1984)
 HH0864
 HH0864                         *CURRENT SURVEY CONTROL
 HH0864  ___________________________________________________________________
 HH0864* NAD 83(1997)-  37 47 13.42558(N)    100 01 56.62122(W)     ADJUSTED  
 HH0864* NAVD 88     -                                                        
 HH0864  ___________________________________________________________________
 HH0864  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HH0864  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 HH0864
 HH0864  HORZ ORDER  -  THIRD
 HH0864
 HH0864.The horizontal coordinates were established by classical geodetic methods
 HH0864.and adjusted by the National Geodetic Survey in October 1998..
 HH0864
 HH0864
 HH0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0864
 HH0864.The geoid height was determined by GEOID03.
 HH0864
 HH0864;                    North         East     Units Scale Factor Converg.
 HH0864;SPC KS S     -   525,455.818   265,032.126   MT  0.99993850   -0 56 30.1
 HH0864;UTM  14      - 4,182,691.456   409,095.796   MT  0.99970178   -0 37 57.4
 HH0864
 HH0864                          SUPERSEDED SURVEY CONTROL
 HH0864
 HH0864  NAD 83(1997)-  37 47 13.43294(N)    100 01 56.62068(W) AD(       ) 4
 HH0864  NAD 83(1986)-  37 47 13.42817(N)    100 01 56.62130(W) AD(       ) 4
 HH0864  NAD 27      -  37 47 13.35716(N)    100 01 55.13991(W) AD(       ) 3
 HH0864
 HH0864.Superseded values are not recommended for survey control.
 HH0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0864.See file dsdata.txt to determine how the superseded data were derived.
 HH0864
 HH0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG0909682691(NAD 83)
 HH0864_MARKER: 42 = RADIO/TV MAST
 HH0864
 HH0864  HISTORY     - Date     Condition        Report By
 HH0864  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0864
 HH0864                          STATION DESCRIPTION
 HH0864
 HH0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0864'THE STATION IS THE LIGHT ATOP OF THE RADIO STATION KEDD WEST MAST,
 HH0864'LOCATED ABOUT 2-1/2 MILES NORTH OF DODGE CITY.  IT IS A SLENDER
 HH0864'STEEL STRUCTURE, PAINTED RED AND WHITE, AND HAS AN OVERALL HEIGHT OF
 HH0864'166 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0642 ***********************************************************************
 HH0642  DESIGNATION -  DODGE CITY RESET
 HH0642  PID         -  HH0642
 HH0642  STATE/COUNTY-  KS/FORD
 HH0642  USGS QUAD   -  SOUTH DODGE (1984)
 HH0642
 HH0642                         *CURRENT SURVEY CONTROL
 HH0642  ___________________________________________________________________
 HH0642* NAD 83(1986)-  37 44 59.     (N)    100 01 11.     (W)     SCALED    
 HH0642* NAVD 88     -       757.030  (meters)    2483.69   (feet)  ADJUSTED  
 HH0642  ___________________________________________________________________
 HH0642  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HH0642  DYNAMIC HT  -         756.373 (meters)    2481.53  (feet)  COMP
 HH0642  MODELED GRAV-     979,736.7   (mgal)                       NAVD 88
 HH0642
 HH0642  VERT ORDER  -  FIRST     CLASS II
 HH0642
 HH0642.The horizontal coordinates were scaled from a topographic map and have
 HH0642.an estimated accuracy of +/- 6 seconds.
 HH0642
 HH0642.The orthometric height was determined by differential leveling
 HH0642.and adjusted by the National Geodetic Survey in June 1991..
 HH0642
 HH0642.The geoid height was determined by GEOID03.
 HH0642
 HH0642.The dynamic height is computed by dividing the NAVD 88
 HH0642.geopotential number by the normal gravity value computed on the
 HH0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0642.degrees latitude (g = 980.6199 gals.).
 HH0642
 HH0642.The modeled gravity was interpolated from observed gravity values.
 HH0642
 HH0642;                    North         East    Units  Estimated Accuracy
 HH0642;SPC KS S     -   521,290.      266,080.      MT  (+/- 180 meters Scaled)
 HH0642
 HH0642                          SUPERSEDED SURVEY CONTROL
 HH0642
 HH0642.No superseded survey control is available for this station.
 HH0642
 HH0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG101785(NAD 83)
 HH0642_MARKER: DB = BENCH MARK DISK
 HH0642_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HH0642+WITH SETTING: PAVEMENT
 HH0642_SP_SET: FOUNDATION
 HH0642_STAMPING: DODGE CITY RESET 1980
 HH0642_MARK LOGO: NGS   
 HH0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0642+STABILITY: SURFACE MOTION
 HH0642
 HH0642  HISTORY     - Date     Condition        Report By
 HH0642  HISTORY     - 1980     MONUMENTED       NGS
 HH0642  HISTORY     - 1986     GOOD             NGS
 HH0642
 HH0642                          STATION DESCRIPTION
 HH0642
 HH0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0642'0.3 KM (0.2 MI) SOUTH FROM DODGE CITY.
 HH0642'0.3 KM (0.2 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 HH0642'HIGHWAY 50 IN DODGE CITY, 47 METERS (154 FT) WEST OF THE HIGHWAY
 HH0642'CENTERLINE, 14 METERS (46 FT) NORTH OF THE CENTERLINE OF THE EAST
 HH0642'ENTRANCE ROAD TO THE WRIGHT PARK, IN TOP OF THE NORTHWEST CORNER OF
 HH0642'THE CONCRETE BASE OF THE SANTA FE TRAIL MONUMENT.  NOTE--THE ORIGINAL
 HH0642'STAMPING HAS BEEN HAMMERED ALMOST SMOOTH AND THE RESET STAMPING PLACED
 HH0642'OVER THE OLD.
 HH0642'THE MARK IS 0.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0858 ***********************************************************************
 HH0858  DESIGNATION -  DODGE CITY ST MARYS COLL CROSS
 HH0858  PID         -  HH0858
 HH0858  STATE/COUNTY-  KS/FORD
 HH0858  USGS QUAD   -  DODGE CITY (1984)
 HH0858
 HH0858                         *CURRENT SURVEY CONTROL
 HH0858  ___________________________________________________________________
 HH0858* NAD 83(1997)-  37 46 33.68141(N)    100 00 41.47296(W)     ADJUSTED  
 HH0858* NAVD 88     -                                                        
 HH0858  ___________________________________________________________________
 HH0858  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 HH0858  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 HH0858
 HH0858  HORZ ORDER  -  THIRD
 HH0858
 HH0858.The horizontal coordinates were established by classical geodetic methods
 HH0858.and adjusted by the National Geodetic Survey in October 1998..
 HH0858
 HH0858
 HH0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0858
 HH0858.The geoid height was determined by GEOID03.
 HH0858
 HH0858;                    North         East     Units Scale Factor Converg.
 HH0858;SPC KS S     -   524,200.681   266,850.653   MT  0.99993896   -0 55 43.9
 HH0858;UTM  14      - 4,181,446.447   410,920.633   MT  0.99969773   -0 37 10.8
 HH0858
 HH0858                          SUPERSEDED SURVEY CONTROL
 HH0858
 HH0858  NAD 83(1997)-  37 46 33.68907(N)    100 00 41.47246(W) AD(       ) 4
 HH0858  NAD 83(1986)-  37 46 33.68418(N)    100 00 41.47290(W) AD(       ) 4
 HH0858  NAD 27      -  37 46 33.61191(N)    100 00 39.99071(W) AD(       ) 3
 HH0858
 HH0858.Superseded values are not recommended for survey control.
 HH0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0858.See file dsdata.txt to determine how the superseded data were derived.
 HH0858
 HH0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1092181446(NAD 83)
 HH0858_MARKER: 74 = LARGE CROSS
 HH0858
 HH0858  HISTORY     - Date     Condition        Report By
 HH0858  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0858
 HH0858                          STATION DESCRIPTION
 HH0858
 HH0858'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1024 ***********************************************************************
 HG1024  DESIGNATION -  DODGE CITY WEST LT AND TEL STK
 HG1024  PID         -  HG1024
 HG1024  STATE/COUNTY-  KS/FORD
 HG1024  USGS QUAD   -  FORT DODGE (1978)
 HG1024
 HG1024                         *CURRENT SURVEY CONTROL
 HG1024  ___________________________________________________________________
 HG1024* NAD 83(1997)-  37 43 58.16127(N)    099 57 00.29172(W)     ADJUSTED  
 HG1024* NAVD 88     -                                                        
 HG1024  ___________________________________________________________________
 HG1024  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 HG1024  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 HG1024
 HG1024  HORZ ORDER  -  THIRD
 HG1024
 HG1024.The horizontal coordinates were established by classical geodetic methods
 HG1024.and adjusted by the National Geodetic Survey in October 1998..
 HG1024
 HG1024
 HG1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1024
 HG1024.The geoid height was determined by GEOID03.
 HG1024
 HG1024;                    North         East     Units Scale Factor Converg.
 HG1024;SPC KS S     -   519,320.739   272,187.804   MT  0.99994109   -0 53 28.0
 HG1024;UTM  14      - 4,176,596.603   416,282.730   MT  0.99968632   -0 34 53.3
 HG1024
 HG1024                          SUPERSEDED SURVEY CONTROL
 HG1024
 HG1024  NAD 83(1997)-  37 43 58.16892(N)    099 57 00.29126(W) AD(       ) 4
 HG1024  NAD 83(1986)-  37 43 58.16357(N)    099 57 00.29131(W) AD(       ) 4
 HG1024  NAD 27      -  37 43 58.08828(N)    099 56 58.82367(W) AD(       ) 3
 HG1024
 HG1024.Superseded values are not recommended for survey control.
 HG1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1024.See file dsdata.txt to determine how the superseded data were derived.
 HG1024
 HG1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1628376597(NAD 83)
 HG1024_MARKER: 63 = STACK
 HG1024
 HG1024  HISTORY     - Date     Condition        Report By
 HG1024  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG1024
 HG1024                          STATION DESCRIPTION
 HG1024
 HG1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1024'THE STATION IS THE TOP CENTER OF STACK OF THE WESTERN LIGHT AND
 HG1024'TELEPHONE CO., LOCATED ABOUT 4 MILES EAST AND 1 MILE SOUTH OF DODGE
 HG1024'CITY AND 1/2 MILE SOUTH OF U.S. HIGHWAY 154.  IT IS A LARGE BRICK
 HG1024'STRUCTURE, CREAM COLORED AND HAS AN OVERALL HEIGHT OF ABOUT 142
 HG1024'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0942 ***********************************************************************
 HG0942  DESIGNATION -  DODSON
 HG0942  PID         -  HG0942
 HG0942  STATE/COUNTY-  KS/COMANCHE
 HG0942  USGS QUAD   -  PROTECTION NE (1979)
 HG0942
 HG0942                         *CURRENT SURVEY CONTROL
 HG0942  ___________________________________________________________________
 HG0942* NAD 83(1997)-  37 11 34.86273(N)    099 19 04.91498(W)     ADJUSTED  
 HG0942* NAVD 88     -       647.     (meters)    2123.     (feet)  SCALED    
 HG0942  ___________________________________________________________________
 HG0942  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HG0942  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 HG0942
 HG0942  HORZ ORDER  -  FIRST
 HG0942
 HG0942.The horizontal coordinates were established by classical geodetic methods
 HG0942.and adjusted by the National Geodetic Survey in October 1998..
 HG0942
 HG0942.The orthometric height was scaled from a topographic map.
 HG0942
 HG0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0942
 HG0942.The geoid height was determined by GEOID03.
 HG0942
 HG0942;                    North         East     Units Scale Factor Converg.
 HG0942;SPC KS S     -   458,736.165   327,369.898   MT  1.00001529   -0 30 09.7
 HG0942;UTM  14      - 4,116,332.125   471,774.417   MT  0.99960981   -0 11 32.1
 HG0942
 HG0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0942!SPC KS S     -   0.99990278  x   1.00001529  =   0.99991806
 HG0942!UTM  14      -   0.99990278  x   0.99960981  =   0.99951262
 HG0942
 HG0942|---------------------------------------------------------------------|
 HG0942| PID    Reference Object                     Distance      Geod. Az  |
 HG0942|                                                           dddmmss.s |
 HG0942| CK8555 DODSON RM 1                          25.048 METERS 05130     |
 HG0942| CK8554 DODSON AZ MK                                       0863729.5 |
 HG0942| HG0947 PROTECTION TV MAST                  APPROX.15.1 KM 2752133.4 |
 HG0942| HG0945 PROTECTION MUN WATER TANK           APPROX.14.8 KM 2753118.6 |
 HG0942| CK8556 DODSON RM 2                          22.447 METERS 31219     |
 HG0942| HG0957 COLDWATER COMMUNITY TV MAST         APPROX. 9.0 KM 3471928.2 |
 HG0942| HG0956 COLDWATER PROTECTION COOP ELEV      APPROX. 8.1 KM 3514201.2 |
 HG0942|---------------------------------------------------------------------|
 HG0942
 HG0942                          SUPERSEDED SURVEY CONTROL
 HG0942
 HG0942  NAD 83(1997)-  37 11 34.86874(N)    099 19 04.91516(W) AD(       ) 1
 HG0942  NAD 83(1986)-  37 11 34.86422(N)    099 19 04.90917(W) AD(       ) 1
 HG0942  NAD 27      -  37 11 34.77229(N)    099 19 03.49767(W) AD(       ) 1
 HG0942
 HG0942.Superseded values are not recommended for survey control.
 HG0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0942.See file dsdata.txt to determine how the superseded data were derived.
 HG0942
 HG0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7177416332(NAD 83)
 HG0942_MARKER: DS = TRIANGULATION STATION DISK
 HG0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0942
 HG0942  HISTORY     - Date     Condition        Report By
 HG0942  HISTORY     - 1964     MONUMENTED       CGS
 HG0942  HISTORY     - 1970     GOOD             NGS
 HG0942
 HG0942                          STATION DESCRIPTION
 HG0942
 HG0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0942'THE STATION IS 9 MILES EAST OF PROTECTION, 5 MILES SOUTH OF
 HG0942'COLDWATER, 0.5 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 160, 183 AND
 HG0942'STATE HIGHWAY 1, ALONG THE SOUTH SIDE OF A GRAVELED ROAD, IN AN
 HG0942'OPEN PASTURE, IN SECTION 7, T 33 S, R 18 W, ON PROPERTY OWNED
 HG0942'BY MR. FRANK DODSON.
 HG0942'
 HG0942'TO REACH THE STATION FROM THE RAILROAD DEPOT IN COLDWATER, GO SOUTH
 HG0942'ON U.S. HIGHWAY 160 AND 183 FOR 4.95 MILES TO A CROSSROAD AT THE
 HG0942'JUNCTION OF U.S. HIGHWAY 160, 183 AND STATE HIGHWAY 1.  TURN LEFT
 HG0942'AND GO EAST ON A GRAVELED ROAD FOR 0.3 MILE TO A WIRE GATE ON THE
 HG0942'RIGHT.  TURN RIGHT THROUGH THE WIRE GATE, THENCE LEFT AND GO EAST
 HG0942'ALONG THE SOUTH SIDE OF THE FENCE FOR 0.2 MILE TO THE STATION AS
 HG0942'DESCRIBED.
 HG0942'
 HG0942'THE STATION MARKS ARE STANDARD DISKS STAMPED DODSON 1964.  THE
 HG0942'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HG0942'WHICH IS SET FLUSH.  IT IS 146 FEET SOUTHEAST OF A POWER POLE,
 HG0942'141 FEET SOUTHWEST OF A POWER POLE, 78 FEET SOUTH OF THE
 HG0942'CENTER OF A GRAVELED ROAD, 51.8 FEET SOUTH OF A METAL WITNESS POST
 HG0942'AND 51 FEET SOUTH OF AN EASTWEST FENCE.  THE UNDERGROUND DISK IS SET
 HG0942'IN A MASS OF CONCRETE 39 INCHES BELOW THE SURFACE OF THE GROUND.
 HG0942'
 HG0942'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DODSON NO 1 1964, IS
 HG0942'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 HG0942'INCHES.  IT IS 66 FEET WEST OF A POWER POLE, 62 FEET EAST OF A METAL
 HG0942'WITNESS POST, 27 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND
 HG0942'0.5 FOOT SOUTH OF AN EAST-WEST FENCE.
 HG0942'
 HG0942'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DODSON NO 2 1964, IS
 HG0942'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 HG0942'INCHES.  IT IS 83 FEET EAST OF A POWER POLE, 57 FEET WEST OF A METAL
 HG0942'WITNESS POST, 27 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND
 HG0942'0.5 FOOT SOUTH OF AN EAST-WEST FENCE.
 HG0942'
 HG0942'THE AZIMUTH MARK, A STANDARD DISK STAMPED DODSON 1964, IS SET IN THE
 HG0942'TOP OF A 12-INCH CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 26
 HG0942'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 4 FEET SOUTHEAST OF A
 HG0942'METAL WITNESS POST, 2.5 FEET SOUTH OF A FENCE CORNER AND 0.5 FEET
 HG0942'WEST OF A NORTH-SOUTH FENCE.
 HG0942'
 HG0942'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG THE SOUTH
 HG0942'SIDE OF THE FENCE FOR 0.2 MILE TO THE MARK IN A FENCE CORNER.
 HG0942'
 HG0942'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 HG0942'
 HG0942'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HG0942
 HG0942                          STATION RECOVERY (1970)
 HG0942
 HG0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0942'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 HG0942'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1964.  A DIFFERENCE WAS
 HG0942'NOTED IN THE DISTANCE TO REFERENCE MARKS 1 AND 2.  THIS DISTANCE
 HG0942'WAS CHECKED AND THE 1970 DISTANCE WAS FOUND TO BE CORRECT.  THE
 HG0942'STATION IS LOCATED ON THE SOUTH SIDE OF A GRAVELED ROAD IN A OPEN
 HG0942'PASTURE.  THIS PROPERTY IS NOW IN THE DODSON ESTATE.  MR. GENE
 HG0942'GATES, WHO LIVES 1-1/2 MILES EAST AND 1/4 MILE NORTH OF THE STATION,
 HG0942'LEASES THE LAND AND GAVE PERMISSION.
 HG0942'
 HG0942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 HG0942'COLDWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1301 ***********************************************************************
 JF1301  DESIGNATION -  DORA
 JF1301  PID         -  JF1301
 JF1301  STATE/COUNTY-  KS/MCPHERSON
 JF1301  USGS QUAD   -  BUHLER (1965)
 JF1301
 JF1301                         *CURRENT SURVEY CONTROL
 JF1301  ___________________________________________________________________
 JF1301* NAD 83(1997)-  38 10 57.88491(N)    097 48 54.33902(W)     ADJUSTED  
 JF1301* NAVD 88     -       471.026  (meters)    1545.36   (feet)  ADJUSTED  
 JF1301  ___________________________________________________________________
 JF1301  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 JF1301  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF1301  DYNAMIC HT  -         470.668 (meters)    1544.18  (feet)  COMP
 JF1301  MODELED GRAV-     979,854.5   (mgal)                       NAVD 88
 JF1301
 JF1301  HORZ ORDER  -  SECOND
 JF1301  VERT ORDER  -  FIRST     CLASS II
 JF1301
 JF1301.The horizontal coordinates were established by classical geodetic methods
 JF1301.and adjusted by the National Geodetic Survey in October 1998..
 JF1301
 JF1301.The orthometric height was determined by differential leveling
 JF1301.and adjusted by the National Geodetic Survey in June 1991..
 JF1301
 JF1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1301
 JF1301.The geoid height was determined by GEOID03.
 JF1301
 JF1301.The dynamic height is computed by dividing the NAVD 88
 JF1301.geopotential number by the normal gravity value computed on the
 JF1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1301.degrees latitude (g = 980.6199 gals.).
 JF1301
 JF1301.The modeled gravity was interpolated from observed gravity values.
 JF1301
 JF1301;                    North         East     Units Scale Factor Converg.
 JF1301;SPC KS S     -   568,483.662   460,003.631   MT  0.99994659   +0 25 15.2
 JF1301;UTM  14      - 4,226,754.749   603,774.639   MT  0.99973263   +0 43 57.1
 JF1301
 JF1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1301!SPC KS S     -   0.99993049  x   0.99994659  =   0.99987708
 JF1301!UTM  14      -   0.99993049  x   0.99973263  =   0.99966314
 JF1301
 JF1301:                Primary Azimuth Mark                     Grid Az
 JF1301:SPC KS S     -  K 297                                    034 10 23.0
 JF1301:UTM  14      -  K 297                                    033 51 41.1
 JF1301
 JF1301|---------------------------------------------------------------------|
 JF1301| PID    Reference Object                     Distance      Geod. Az  |
 JF1301|                                                           dddmmss.s |
 JF1301| JF0824 K 297                               453.473 METERS 0343538.2 |
 JF1301| JF1557 INMAN SOUTH MUN TANK                APPROX. 5.9 KM 0375905.4 |
 JF1301| CL5064 DORA RM 1                            16.385 METERS 04428     |
 JF1301| CL5065 DORA RM 2                            18.977 METERS 20351     |
 JF1301| JF1583 HUTCHINSON SW BELL MICROWAVE        APPROX.12.9 KM 2510555.3 |
 JF1301|---------------------------------------------------------------------|
 JF1301
 JF1301                          SUPERSEDED SURVEY CONTROL
 JF1301
 JF1301  NAD 83(1997)-  38 10 57.89415(N)    097 48 54.33968(W) AD(       ) 2
 JF1301  NAD 83(1986)-  38 10 57.89424(N)    097 48 54.33936(W) AD(       ) 2
 JF1301  NAD 27      -  38 10 57.86004(N)    097 48 53.16197(W) AD(       ) 2
 JF1301  NGVD 29 (07/19/86)  470.8    (m)         1545.     (f) VERT ANG       
 JF1301
 JF1301.Superseded values are not recommended for survey control.
 JF1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1301.See file dsdata.txt to determine how the superseded data were derived.
 JF1301
 JF1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH0377526755(NAD 83)
 JF1301_MARKER: DE = TRAVERSE STATION DISK
 JF1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1301_SP_SET: CONCRETE POST
 JF1301_STAMPING: DORA 1970
 JF1301_MARK LOGO: NGS   
 JF1301_PROJECTION: FLUSH
 JF1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1301+STABILITY: SURFACE MOTION
 JF1301
 JF1301  HISTORY     - Date     Condition        Report By
 JF1301  HISTORY     - 1970     MONUMENTED       NGS
 JF1301  HISTORY     - 1972     GOOD             NGS
 JF1301  HISTORY     - 1986     GOOD             NGS
 JF1301
 JF1301                          STATION DESCRIPTION
 JF1301
 JF1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1301'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF INMAN, 3 MILES
 JF1301'NORTHEAST OF MEDORA, ON THE ROAD RIGHT OF WAY AND ON THE
 JF1301'SOUTHEAST SIDE OF STATE HIGHWAY 61.
 JF1301'
 JF1301'TO REACH THE STATION FROM THE POST OFFICE IN INMAN, GO NORTH ON
 JF1301'MAIN STREET FOR 0.05 MILE TO CENTER STREET, TURN LEFT AND GO
 JF1301'WEST ON CENTER STREET FOR 0.1 MILE TO STATE HIGHWAY 61, TURN LEFT
 JF1301'AND GO SOUTH ON STATE HIGHWAY 61 FOR 3.6 MILES TO A DIAGONAL
 JF1301'CROSSROAD, (TO REACH BENCH MARK K 297 (AZIMUTH MARK) FROM THIS
 JF1301'POINT, TURN LEFT AND GO SOUTH ON A GRAVELED ROAD, CROSSING A
 JF1301'RAILROAD TRACK, FOR 0.1 MILE TO THE MARK ON THE RIGHT AS
 JF1301'DESCRIBED) CONTINUE SOUTHWEST ON STATE HIGHWAY 61 FOR 0.4 MILE
 JF1301'TO THE STATION ON THE LEFT AS DESCRIBED.
 JF1301'
 JF1301'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED DORA
 JF1301'1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 JF1301'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 JF1301'THE GROUND.  IT IS 65 FEET SOUTHEAST OF THE CENTER OF STATE
 JF1301'HIGHWAY 61, 53.5 FEET SOUTHWEST OF A GUYED TELEPHONE POLE WITH A
 JF1301'TRIANGULAR SHAPED BLAZE ON THE WEST SIDE, 42.3 FEET NORTHWEST
 JF1301'OF THE NORTHWEST RAIL OF A RAILROAD TRACK AND 4.9 FEET
 JF1301'NORTHWEST OF A WITNESS POST.
 JF1301'
 JF1301'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DORA NO 1 1970, SET
 JF1301'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 JF1301'PROJECTS 3 INCHES.  IT IS 76.5 FEET SOUTHEAST OF THE CENTER OF
 JF1301'THE HIGHWAY, 53.0 FEET NORTHEAST OF THE WITNESS POST WHICH IS
 JF1301'NEAR THE STATION MARK, 31.0 FEET NORTHWEST OF THE NORTHWEST
 JF1301'RAIL OF THE RAILROAD TRACK AND 3.8 FEET SOUTHEAST OF THE GUYED
 JF1301'TELEPHONE POLE WITH THE TRIANGULAR SHAPED BLAZE.
 JF1301'
 JF1301'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DORA NO 2 1970, SET
 JF1301'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 JF1301'PROJECTS 2 INCHES.  IT IS 114.5 FEET SOUTHWEST OF THE GUYED
 JF1301'TELEPHONE POLE WITH THE TRIANGULAR SHAPED BLAZE, 74 FEET SOUTHEAST
 JF1301'OF THE CENTER OF THE HIGHWAY, 51.5 FEET SOUTH OF THE WITNESS POST
 JF1301'WHICH IS NEAR THE STATION MARK, 33.0 FEET NORTHWEST OF THE
 JF1301'NORTHWEST RAIL OF THE RAILROAD TRACK, 17.0 FEET NORTHEAST OF
 JF1301'ANOTHER TELEPHONE POLE AND 1.5 FEET SOUTHEAST OF ANOTHER
 JF1301'WITNESS POST.
 JF1301'
 JF1301'BENCH MARK 297 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK
 JF1301'STAMPED K 297 1953, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 JF1301'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 43.0 FEET
 JF1301'SOUTHEAST OF THE SOUTHEAST RAIL OF A RAILROAD TRACK, 6.5 FEET
 JF1301'WEST OF A POWERLINE POLE AND 2.5 FEET WEST OF A WITNESS POST
 JF1301'WHICH IS SET IN A FENCELINE.
 JF1301'
 JF1301'THE GEODIMETER TRAVERSE DISTANCE FROM TRAVERSE STATION DORA
 JF1301'TO BM K 297 IS 453.471 METERS OR (1,487.75 FEET.)
 JF1301'
 JF1301'THE UNDERGROUND STATION MARK IS A STANDARD TRAVERSE DISK
 JF1301'STAMPED DORA 1970, SET IN A IRREGULAR MASS OF CONCRETE 42 INCHES
 JF1301'BELOW THE SURFACE OF THE GROUND.
 JF1301'
 JF1301'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 JF1301
 JF1301                          STATION RECOVERY (1972)
 JF1301
 JF1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1301'THE SURFACE STATION MARK, BENCH MARK AND REFERENCE MARKS 1 AND 2
 JF1301'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 JF1301'TO THE REFERENCE MARKS CHECKED.  THE DIRECTION TO BENCH MARK K
 JF1301'297 CHECKED.  A 1970 DESCRIPTION WAS NOT AVAILABLE, THEREFORE
 JF1301'THE FOLLOWING DESCRIPTION FOLLOWS-
 JF1301'
 JF1301'THE STATION IS ABOUT 2.0 MILES NORTH AND 1.5 MILES EAST OF
 JF1301'MEDORA, ABOUT 3.5 MILES SOUTH AND 2.5 MILES WEST OF INMAN, IN
 JF1301'SECTION 36, T. 21 S., R. 5 W., IN THE EAST RIGHT-OF-WAY OF
 JF1301'STATE HIGHWAY 61.
 JF1301'
 JF1301'TO REACH THE STATION FROM THE RAILROAD CROSSING WITH STATE
 JF1301'HIGHWAY 61 IN MEDORA, GO NORTHEAST ON STATE HIGHWAY 61 FOR 2.9
 JF1301'MILES TO THE STATION ON THE RIGHT.
 JF1301'
 JF1301'THE STATION SURFACE MARK IS A STANDARD DISK, STAMPED DORA 1970.
 JF1301'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF1301'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 JF1301'IT IS 65.0 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 61,
 JF1301'45.0 FEET NORTHWEST OF THE CENTER OF THE RAILROAD TRACKS AND
 JF1301'5.0 FEET NORTH-NORTHWEST OF THE WITNESS POST.
 JF1301'
 JF1301'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DORA NO 1 1970,
 JF1301'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JF1301'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 76.5 FEET
 JF1301'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 61, 33.5 FEET NORTHWEST
 JF1301'OF THE CENTER THE RAILROAD TRACKS AND 4.0 SOUTH-SOUTHEAST OF
 JF1301'A TELEPHONE POLE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 JF1301'
 JF1301'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DORA NO 2 1970, SET
 JF1301'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JF1301'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 73.5 FEET
 JF1301'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 61, 33.5 FEET NORTHWEST
 JF1301'OF THE CENTER OF THE RAILROAD TRACKS, 17.2 FEET SOUTH-SOUTHEAST
 JF1301'OF A TELEPHONE POLE, 1.5 FEET SOUTH-SOUTHEAST OF A WITNESS POST
 JF1301'AND ABOUT 1.5 FEET HIGHER THAN THE STATION.
 JF1301'
 JF1301'THE BENCH MARK STAMPED K 297 1953 WAS USED AS THE AZIMUTH MARK,
 JF1301'IT IS A STANDARD DISK THAT PROJECTS 4 INCHES ABOVE THE GROUND
 JF1301'SURFACE.  IT IS 45.5 FEET SOUTHEAST OF THE CENTER OF THE
 JF1301'RAILROAD TRACKS, 7.0 FEET WEST OF A POWER LINE POLE, 2.5 FEET
 JF1301'NORTH-NORTHWEST OF A METAL WITNESS POST IN THE FENCE LINE AND
 JF1301'1.8 FEET NORTHEAST OF A 4 X 4 INCH WOODEN WITNESS POST.
 JF1301'
 JF1301'TO REACH BENCH MARK K 297 FROM THE STATION, CONTINUE NORTHEAST
 JF1301'ON STATE HIGHWAY 61 FOR 0.2 MILE TO THE MARK ON THE RIGHT IN
 JF1301'THE EAST RAILROAD RIGHT-OF-WAY.
 JF1301'
 JF1301'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.5 MILES
 JF1301'NORTHEAST OF MEDORA.
 JF1301'
 JF1301'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 FEET.
 JF1301
 JF1301                          STATION RECOVERY (1986)
 JF1301
 JF1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1301'19.8 KM (12.3 MI) NE FROM HUTCHINSON.
 JF1301'19.8 KM (12.3 MI) NORTHEASTERLY ALONG STATE HIGHWAY 61 FROM ITS
 JF1301'JUNCTION WITH U.S. HIGHWAY 50 IN HUTCHINSON, 19.8 M (65.0 FT)
 JF1301'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16.3 M (53.5 FT) SOUTHWEST
 JF1301'OF A UTILITY POLE WITH A GUY WIRE AND A TRIANGULAR BLAZE, AND 12.9 M
 JF1301'(42.3 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 JF1301'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JF1301'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0790 ***********************************************************************
 JG0790  DESIGNATION -  DORRANCE MUNICIPAL TANK
 JG0790  PID         -  JG0790
 JG0790  STATE/COUNTY-  KS/RUSSELL
 JG0790  USGS QUAD   -  DORRANCE (1979)
 JG0790
 JG0790                         *CURRENT SURVEY CONTROL
 JG0790  ___________________________________________________________________
 JG0790* NAD 83(1997)-  38 50 46.83090(N)    098 35 22.66267(W)     ADJUSTED  
 JG0790* NAVD 88     -                                                        
 JG0790  ___________________________________________________________________
 JG0790  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 JG0790  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 JG0790
 JG0790  HORZ ORDER  -  THIRD
 JG0790
 JG0790.The horizontal coordinates were established by classical geodetic methods
 JG0790.and adjusted by the National Geodetic Survey in October 1998..
 JG0790
 JG0790
 JG0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0790
 JG0790.The geoid height was determined by GEOID03.
 JG0790
 JG0790;                    North         East     Units Scale Factor Converg.
 JG0790;SPC KS N     -    57,116.022   348,813.614   MT  0.99998160   -0 22 23.0
 JG0790;UTM  14      - 4,299,805.198   535,611.582   MT  0.99961562   +0 15 26.6
 JG0790
 JG0790                          SUPERSEDED SURVEY CONTROL
 JG0790
 JG0790  NAD 83(1986)-  38 50 46.83886(N)    098 35 22.66229(W) AD(       ) 4
 JG0790  NAD 27      -  38 50 46.80200(N)    098 35 21.39500(W) AD(       ) 3
 JG0790
 JG0790.Superseded values are not recommended for survey control.
 JG0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0790.See file dsdata.txt to determine how the superseded data were derived.
 JG0790
 JG0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH3561299805(NAD 83)
 JG0790_MARKER: 53 = ELEVATED TANK
 JG0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JG0790+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 JG0790
 JG0790  HISTORY     - Date     Condition        Report By
 JG0790  HISTORY     - 1952     FIRST OBSERVED   CGS
 JG0790  HISTORY     - 20030711 GOOD             USPSQD
 JG0790
 JG0790                          STATION DESCRIPTION
 JG0790
 JG0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0790'THE STATION IS LOCATED IN THE TOWN OF DORRANCE, 0.05 MILE
 JG0790'SOUTH OF A RAILROAD TRACK AND 250 FEET SOUTH OF U.S. HIGHWAY
 JG0790'40.  IT IS AN ELEVATED TANK ABOUT 110 FEET HIGH SUPPORTED
 JG0790'BY FOUR STRUCTURAL STEEL LEGS.  THE TANK IS SILVER IN COLOR
 JG0790'AND THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
 JG0790
 JG0790                          STATION RECOVERY (2003)
 JG0790
 JG0790'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 JG0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1393 ***********************************************************************
 HF1393  DESIGNATION -  DOSTER MORRIS GRAIN CO ELEV
 HF1393  PID         -  HF1393
 HF1393  STATE/COUNTY-  KS/SUMNER
 HF1393  USGS QUAD   -  DOSTER (1971)
 HF1393
 HF1393                         *CURRENT SURVEY CONTROL
 HF1393  ___________________________________________________________________
 HF1393* NAD 83(1997)-  37 03 39.66112(N)    097 42 42.04681(W)     ADJUSTED  
 HF1393* NAVD 88     -                                                        
 HF1393  ___________________________________________________________________
 HF1393  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 HF1393  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HF1393
 HF1393  HORZ ORDER  -  THIRD
 HF1393
 HF1393.The horizontal coordinates were established by classical geodetic methods
 HF1393.and adjusted by the National Geodetic Survey in October 1998..
 HF1393
 HF1393
 HF1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1393
 HF1393.The geoid height was determined by GEOID03.
 HF1393
 HF1393;                    North         East     Units Scale Factor Converg.
 HF1393;SPC KS S     -   444,064.102   470,116.045   MT  1.00004678   +0 29 04.0
 HF1393;SPC OK N     -   228,728.127   625,645.033   MT  1.00006697   +0 10 12.5
 HF1393;SPC OK N     -   750,418.86  2,052,637.08   sFT  1.00006697   +0 10 12.5
 HF1393;UTM  14      - 4,102,417.373   614,540.681   MT  0.99976162   +0 46 35.4
 HF1393
 HF1393                          SUPERSEDED SURVEY CONTROL
 HF1393
 HF1393  NAD 83(1997)-  37 03 39.66384(N)    097 42 42.04677(W) AD(       ) 4
 HF1393  NAD 83(1986)-  37 03 39.66953(N)    097 42 42.03894(W) AD(       ) 4
 HF1393  NAD 27      -  37 03 39.58792(N)    097 42 40.86080(W) AD(       ) 3
 HF1393
 HF1393.Superseded values are not recommended for survey control.
 HF1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1393.See file dsdata.txt to determine how the superseded data were derived.
 HF1393
 HF1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1454102417(NAD 83)
 HF1393_MARKER: 53 = ELEVATED TANK
 HF1393
 HF1393  HISTORY     - Date     Condition        Report By
 HF1393  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1393
 HF1393                          STATION DESCRIPTION
 HF1393
 HF1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1393'STATION IS THE TOP CENTER OF THE HEADHOUSE ATOP THE ELEVATOR.
 HF1393'IT IS LOCATED ABOUT 5 MILES WEST-NORTHWEST OF CALDWELL, 10
 HF1393'MILES EAST OF BLUFF CITY, 0.5 MILE NORTH OF STATE HIGHWAY 58, 225
 HF1393'FEET EAST OF A SECTION LINE ROAD AND 75 FEET SOUTH OF RAILROAD
 HF1393'TRACKS.  IT IS A WOOD FRAME BUILDING COVERED WITH SHEET METAL AND
 HF1393'42 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1414 ***********************************************************************
 JF1414  DESIGNATION -  DOUBLE
 JF1414  PID         -  JF1414
 JF1414  STATE/COUNTY-  KS/CHASE
 JF1414  USGS QUAD   -  PLYMOUTH (1989)
 JF1414
 JF1414                         *CURRENT SURVEY CONTROL
 JF1414  ___________________________________________________________________
 JF1414* NAD 83(1997)-  38 22 54.34155(N)    096 22 24.24700(W)     ADJUSTED  
 JF1414* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 JF1414  ___________________________________________________________________
 JF1414  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 JF1414  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 JF1414
 JF1414  HORZ ORDER  -  SECOND
 JF1414
 JF1414.The horizontal coordinates were established by classical geodetic methods
 JF1414.and adjusted by the National Geodetic Survey in October 1998..
 JF1414
 JF1414.The orthometric height was scaled from a topographic map.
 JF1414
 JF1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1414
 JF1414.The geoid height was determined by GEOID03.
 JF1414
 JF1414;                    North         East     Units Scale Factor Converg.
 JF1414;SPC KS S     -   592,472.345   585,789.962   MT  0.99996866   +1 18 24.7
 JF1414;UTM  14      - 4,251,440.083   729,426.272   MT  1.00024828   +1 37 53.6
 JF1414
 JF1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1414!SPC KS S     -   0.99994494  x   0.99996866  =   0.99991360
 JF1414!UTM  14      -   0.99994494  x   1.00024828  =   1.00019321
 JF1414
 JF1414|---------------------------------------------------------------------|
 JF1414| PID    Reference Object                     Distance      Geod. Az  |
 JF1414|                                                           dddmmss.s |
 JF1414| CL5067 DOUBLE RM 1                           9.440 METERS 00003     |
 JF1414| JF1386 EMPORIA MICROWAVE RELAY MAST        APPROX.12.5 KM 0733710.4 |
 JF1414| JF1416 BLOODY CREEK MICROWAVE MAST         APPROX.12.1 KM 1795040.7 |
 JF1414| CL5068 DOUBLE RM 2                           9.313 METERS 18051     |
 JF1414| CL5066 DOUBLE AZ MK                                       2850516.1 |
 JF1414|---------------------------------------------------------------------|
 JF1414
 JF1414                          SUPERSEDED SURVEY CONTROL
 JF1414
 JF1414  NAD 83(1986)-  38 22 54.35028(N)    096 22 24.24906(W) AD(       ) 2
 JF1414  NAD 27      -  38 22 54.29522(N)    096 22 23.24730(W) AD(       ) 2
 JF1414
 JF1414.Superseded values are not recommended for survey control.
 JF1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1414.See file dsdata.txt to determine how the superseded data were derived.
 JF1414
 JF1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH2942651440(NAD 83)
 JF1414_MARKER: DS = TRIANGULATION STATION DISK
 JF1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1414
 JF1414  HISTORY     - Date     Condition        Report By
 JF1414  HISTORY     - 1956     MONUMENTED       CGS
 JF1414
 JF1414                          STATION DESCRIPTION
 JF1414
 JF1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1414'THE STATION IS ABOUT 11 MILES WEST OF EMPORIA, ABOUT 9 MILES
 JF1414'EAST OF STRONG CITY AND IS ON COUNTY PROPERTY.  IT IS 44 FEET
 JF1414'EAST OF A TELEPHONE POLE, 23 FEET EAST OF THE CENTERLINE
 JF1414'OF A GRAVEL ROAD, 4 FEET NORTHWEST OF A WHITE WITNESS POST
 JF1414'AND 2 FEET WEST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 JF1414'AND THE DISK IS STAMPED DOUBLE 1956.
 JF1414'
 JF1414'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S
 JF1414'AND STATE HIGHWAY 99 (6TH AVENUE AND COMMERCIAL STREET)
 JF1414'IN EMPORIA, GO WEST ON HIGHWAY 50S (6TH AVENUE) FOR 11.35 MILES
 JF1414'TO A GRAVEL CROSSROAD AND SIGN STAFFORDVILLE.  TURN LEFT AND GO
 JF1414'SOUTH AND EAST ON THE GRAVEL ROAD FOR 1.45 MILES TO A FORK.
 JF1414'TAKE LEFT FORK AND CONTINUE EAST ON THE GRAVEL ROAD FOR 0.5 MILE
 JF1414'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE GRAVEL
 JF1414'ROAD FOR 0.5 MILE TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO
 JF1414'SOUTH ON THE GRAVEL ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT
 JF1414'AS DESCRIBED.
 JF1414'
 JF1414'REFERENCE MARK 1 IS 23 FEET EAST OF THE CENTER OF THE ROAD AND
 JF1414'2 FEET WEST OF THE FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND
 JF1414'THE DISK IS STAMPED DOUBLE NO 1 1956.
 JF1414'
 JF1414'REFERENCE MARK 2 IS 23 FEET EAST OF THE CENTERLINE OF THE
 JF1414'ROAD AND 2 FEET WEST OF THE FENCE.  THE MARK PROJECTS ABOUT
 JF1414'2 INCHES AND THE DISK IS STAMPED DOUBLE NO 2 1956.
 JF1414'
 JF1414'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTERLINE OF A GRAVEL
 JF1414'ROAD, 14 FEET EAST OF A FENCE CORNER, 1 FOOT EAST OF A WHITE
 JF1414'WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 JF1414'ABOUT 4 INCHES AND THE DISK IS STAMPED DOUBLE 1956.
 JF1414'
 JF1414'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1281 ***********************************************************************
 HF1281  DESIGNATION -  DOUGLASS
 HF1281  PID         -  HF1281
 HF1281  STATE/COUNTY-  KS/BUTLER
 HF1281  USGS QUAD   -  UDALL (1983)
 HF1281
 HF1281                         *CURRENT SURVEY CONTROL
 HF1281  ___________________________________________________________________
 HF1281* NAD 83(1997)-  37 28 58.13685(N)    097 00 30.20167(W)     ADJUSTED  
 HF1281* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 HF1281  ___________________________________________________________________
 HF1281  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 HF1281  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF1281
 HF1281  HORZ ORDER  -  SECOND
 HF1281
 HF1281.The horizontal coordinates were established by classical geodetic methods
 HF1281.and adjusted by the National Geodetic Survey in October 1998..
 HF1281
 HF1281.The orthometric height was scaled from a topographic map.
 HF1281
 HF1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1281
 HF1281.The geoid height was determined by GEOID03.
 HF1281
 HF1281;                    North         East     Units Scale Factor Converg.
 HF1281;SPC KS S     -   491,635.369   531,916.248   MT  0.99996454   +0 54 59.9
 HF1281;UTM  14      - 4,150,297.652   676,088.235   MT  0.99998195   +1 12 44.1
 HF1281
 HF1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1281!SPC KS S     -   0.99994444  x   0.99996454  =   0.99990898
 HF1281!UTM  14      -   0.99994444  x   0.99998195  =   0.99992639
 HF1281
 HF1281|---------------------------------------------------------------------|
 HF1281| PID    Reference Object                     Distance      Geod. Az  |
 HF1281|                                                           dddmmss.s |
 HF1281| AI1195 DOUGLASS RM 1                        43.397 METERS 09156     |
 HF1281| HF1126 ATLANTA MICROWAVE TOWER KAY 72      APPROX.23.8 KM 0993310.7 |
 HF1281| HF1150 ATLANTA COOP GRAIN ELEVATOR         APPROX.22.2 KM 1032710.6 |
 HF1281| AI1197 DOUGLASS AZ MK                                     1790831.7 |
 HF1281| AI1196 DOUGLASS RM 2                        11.152 METERS 18751     |
 HF1281| HF1283 UDALL MUNICIPAL TANK                APPROX.14.2 KM 2233909.6 |
 HF1281|---------------------------------------------------------------------|
 HF1281
 HF1281                          SUPERSEDED SURVEY CONTROL
 HF1281
 HF1281  NAD 83(1997)-  37 28 58.14101(N)    097 00 30.19321(W) AD(       ) 2
 HF1281  NAD 83(1986)-  37 28 58.14866(N)    097 00 30.19431(W) AD(       ) 2
 HF1281  NAD 27      -  37 28 58.07456(N)    097 00 29.06198(W) AD(       ) 2
 HF1281
 HF1281.Superseded values are not recommended for survey control.
 HF1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1281.See file dsdata.txt to determine how the superseded data were derived.
 HF1281
 HF1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7608850298(NAD 83)
 HF1281_MARKER: DS = TRIANGULATION STATION DISK
 HF1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1281_STAMPING: DOUGLASS 1957
 HF1281_MARK LOGO: CGS   
 HF1281_PROJECTION: PROJECTING 12 CENTIMETERS
 HF1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1281+STABILITY: SURFACE MOTION
 HF1281
 HF1281  HISTORY     - Date     Condition        Report By
 HF1281  HISTORY     - 1957     MONUMENTED       CGS
 HF1281  HISTORY     - 1962     GOOD             CGS
 HF1281  HISTORY     - 19620812 GOOD             NGS
 HF1281
 HF1281                          STATION DESCRIPTION
 HF1281
 HF1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1281'THE STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 77,
 HF1281'ABOUT 2-1/2 MILES SOUTH OF DOUGLASS, 1/2 MILE NORTH OF THE
 HF1281'BUTLER-COWLEY COUNTY LINE, 74 FEET WEST OF THE CENTERLINE OF
 HF1281'THE HIGHWAY, 34 SOUTH OF THE CENTERLINE OF THE FIELD ROAD AND
 HF1281'5.3 FEET WEST OF A WHITE WITNESS POST.
 HF1281'
 HF1281'TO REACH, FROM THE TOWN OF ROCK, GO NORTH, ON U.S. HIGHWAY 77,
 HF1281'FOR 2.45 MILES TO THE AZIMUTH MARK ON WEST SIDE OF HIGHWAY,
 HF1281'CONTINUE NORTH, ON U.S. HIGHWAY 77, FOR 0.5 MILE TO THE STATION.
 HF1281'
 HF1281'THE STATION MARK IS A STANDARD DISK, STAMPED DOUGLASS 1957,
 HF1281'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HF1281'PROJECTS ABOUT 2 INCHES.
 HF1281'
 HF1281'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED DOUGLASS
 HF1281'NO 1 1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HF1281'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 HF1281'STATION.  IT IS LOCATED 75 FEET EAST OF THE CENTERLINE OF THE
 HF1281'HIGHWAY AND 18 INCHES WEST OF THE NORTH-SOUTH FENCELINE.
 HF1281'
 HF1281'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED DOUGLASS NO
 HF1281'2 1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HF1281'WHICH PROJECTS ABOUT 6 INCHES AND IS ABOUT THE SAME ELEVATION
 HF1281'AS THE STATION.  IT IS LOCATED 75 FEET WEST OF THE CENTERLINE OF
 HF1281'THE HIGHWAY AND 3-1/2 FEET EAST OF THE NORTH-SOUTH FENCELINE.
 HF1281'
 HF1281'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DOUGLASS 1957,
 HF1281'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1281'ABOUT 4 INCHES.  IT IS LOCATED 43 FEET WEST OF THE CENTERLINE OF
 HF1281'U.S. HIGHWAY 77, ABOUT 150 YARDS SOUTH OF THE BUTLER-COWLEY
 HF1281'COUNTY LINE AND 24 INCHES EAST OF THE NORTH-SOUTH FENCELINE.
 HF1281
 HF1281                          STATION RECOVERY (1962)
 HF1281
 HF1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1281'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 HF1281'DIRECTIONS TO ALL THE MARKS WERE VERIFIED, WITH THE EXCEPTION,
 HF1281'THE DIRECTION TO REFERENCE MARK NO. 2 MISSED THE PREVIOUS
 HF1281'DIRECTION BY 3 MINUTES 05.0 SECONDS.
 HF1281'
 HF1281'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 HF1281'
 HF1281'THE STATION IS APPROXIMATELY 3 MILES NORTH OF ROCK, 2-1/2 MILES SOUTH
 HF1281'OF DOUGLASS, 1/2 MILE NORTH OF THE BUTLER-COWLEY COUNTY LINE, ON
 HF1281'THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 77.
 HF1281'
 HF1281'TO REACH THE STATION FROM THE POST OFFICE IN ROCK, GO NORTH
 HF1281'ON U.S. HIGHWAY 77 FOR 2.4 MILES TO A FIELD ENTRANCE AND THE
 HF1281'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 77 FOR
 HF1281'0.5 MILE TO A FIELD ROAD AND THE STATION ON THE LEFT, WEST
 HF1281'SIDE OF THE HIGHWAY.
 HF1281'
 HF1281'STATION MARK IS A STANDARD DISK STAMPED DOUGLASS 1957,
 HF1281'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HF1281'74 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 34 FEET SOUTH
 HF1281'OF THE CENTER OF A FIELD ENTRANCE AND 3.5 FEET SOUTHEAST OF A
 HF1281'METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT
 HF1281'INSPECTED.
 HF1281'
 HF1281'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DOUGLASS NO 1
 HF1281'1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HF1281'IT IS 75 FEET EAST OF THE CENTER LINE OF HIGHWAY 77 AND 1.5
 HF1281'FEET WEST OF A FENCE.
 HF1281'
 HF1281'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DOUGLASS NO 2 1957,
 HF1281'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HF1281'75 FEET WEST OF THE CENTER LINE OF HIGHWAY 77 AND 3.5 FEET EAST
 HF1281'OF A FENCE.
 HF1281'
 HF1281'AZIMUTH MARK IS A STANDARD DISK STAMPED DOUGLASS 1957, SET IN A
 HF1281'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 43 FEET
 HF1281'WEST OF THE CENTER LINE OF HIGHWAY 77 AND 1.5 FEET EAST OF A
 HF1281'METAL WITNESS POST.
 HF1281'
 HF1281'NOTE- REFERENCE MARK NO. 1 WAS MEASURED WITH A 300 FOOT TAPE AND
 HF1281'PULLING 7 KG. TAPE TENSION.
 HF1281'
 HF1281'REFERENCE MARK NO. 2 WAS MEASURED WITH A 30 METER TAPE AND
 HF1281'PULLING 5 KG. TAPE TENSION.
 HF1281
 HF1281                          STATION RECOVERY (1962)
 HF1281
 HF1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 (CLN)
 HF1281'SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HF1281'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NO LONGER GROUND
 HF1281'VISIBLE AND IS IN THE WAY OF ROAD CONSTRUCTION, THEREFORE AN AZIMUTH
 HF1281'MARK 2 WAS ESTABLISHED.  AN ADEQUATE CHECK WAS OBTAINED TO THE
 HF1281'REFERENCE MARKS.  SINCE NO DISTANCE OBJECTS ARE GROUND VISIBLE, A
 HF1281'POLARIS OBSERVATION WAS TAKEN TO THE AZIMUTH MARK.  A NEW DESCRIPTION
 HF1281'FOLLOWS.  THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH OF ROCK,
 HF1281'4.0 KM (2.50 MI) SOUTH OF ROCK, 0.8 KM (0.50 MI) NORTH OF THE
 HF1281'BUTLER/COWLEY COUNTY LINE AND ON THE WEST RIGHT-OF-WAY OF U.S HIGHWAY
 HF1281'77.  TO REACH THE STATION FROM THE POST OFFICE IN DOUGLAS, GO NORTH ON
 HF1281'FOREST STREET FOR 0.24 KM (0.15 MI) TO 1ST STREET.  TURN RIGHT AND GO
 HF1281'EAST FOR 1.2 KM (0.75 MI) TO U.S HIGHWAY 77.  TURN RIGHT AND GO SOUTH
 HF1281'ON THE HIGHWAY FOR 3.70 KM (2.30 MI) TO THE AZIMUTH MARK 2 ON THE
 HF1281'LEFT, OPPOSITE A BRICK HOUSE.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.42
 HF1281'KM (0.25 MI) TO FIELD ENTRANCES ON THE LEFT AND RIGHT AND THE STATION
 HF1281'ON THE RIGHT.  THE STATION IS A STANDARD CGS DISK STAMPED---DOUGLASS
 HF1281'1957---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 HF1281'CM) ON SIDE, PROJECTING, 5 INCHES (12 CM) ABOVE THE GROUND.  THE
 HF1281'STATION IS LOCATED 22.65 METERS (74.31 FT) WEST FROM THE CENTERLINE OF
 HF1281'THE HIGHWAY, 10.4 METERS (34.1 FT) SOUTH FROM THE CENTERLINE OF THE
 HF1281'FIELD ENTRANCE, 2.29 METERS (7.51 FT) EAST FROM A FENCE, 0.61 METERS
 HF1281'(2.00 FT) WEST FROM A WITNESS POST.  REFERENCE MARK NO 1, IS A
 HF1281'STANDARD CGS DISK STAMPED---DOUGLASS NO 1 1957---, SET INTO THE TOP OF
 HF1281'A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING, 3
 HF1281'INCHES (8 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 22.9 METERS
 HF1281'(75.1 FT) EAST FROM CENTERLINE OF THE HIGHWAY, 8.84 METERS (29.00 FT)
 HF1281'SOUTH FROM THE CENTER OF A METAL GATE, 0.46 METERS (1.51 FT) WEST FROM
 HF1281'A FENCE.  REFERENCE MARK NO 2, IS A STANDARD CGS DISK
 HF1281'STAMPED---DOUGLASS NO 2 1957---, SET INTO THE TOP OF A SQUARE CONCRETE
 HF1281'MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 4 INCHES (10 CM) ABOVE
 HF1281'THE GROUND.  THE STATION IS LOCATED 22.9 METERS (75.1 FT) WEST FROM
 HF1281'THE CENTERLINE OF THE HIGHWAY, 21.6 METERS (70.9 FT) SOUTH FROM THE
 HF1281'CENTERLINE OF THE FIELD ENTRANCE, 1.7 METERS (5.6 FT) EAST FROM THE
 HF1281'FENCE.  AZIMUTH MARK NO 2, IS A STANDARD NGS DISK STAMPED---DOUGLASS
 HF1281'1957 NO 2 1982---, CEMENTED INTO A DRILL HOLE IN THE CENTER OF THE
 HF1281'NORTH END OF THE EAST HEADWALL OF A 4 FT (1.2 M) BY 4 FT (1.2 M)
 HF1281'CONCRETE BOX CULVERY UNDER THE HIGHWAY.  THE STATION IS LOCATED 7.45
 HF1281'METERS (24.44 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 1.10 METERS
 HF1281'(3.61 FT) NORTH FROM THE SOUTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1749 ***********************************************************************
 JE1749  DESIGNATION -  DOUGLASS
 JE1749  PID         -  JE1749
 JE1749  STATE/COUNTY-  KS/COFFEY
 JE1749  USGS QUAD   -  JOHN REDMOND DAM (1966)
 JE1749
 JE1749                         *CURRENT SURVEY CONTROL
 JE1749  ___________________________________________________________________
 JE1749* NAD 83(1997)-  38 09 39.10267(N)    095 46 48.26855(W)     ADJUSTED  
 JE1749* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 JE1749  ___________________________________________________________________
 JE1749  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 JE1749  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JE1749
 JE1749  HORZ ORDER  -  FIRST
 JE1749
 JE1749.The horizontal coordinates were established by classical geodetic methods
 JE1749.and adjusted by the National Geodetic Survey in October 1998..
 JE1749
 JE1749.The orthometric height was scaled from a topographic map.
 JE1749
 JE1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1749
 JE1749.The geoid height was determined by GEOID03.
 JE1749
 JE1749;                    North         East     Units Scale Factor Converg.
 JE1749;SPC KS S     -   569,310.865   638,328.014   MT  0.99994490   +1 40 17.3
 JE1749;UTM  15      - 4,227,315.981   256,428.192   MT  1.00033073   -1 43 06.9
 JE1749
 JE1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1749!SPC KS S     -   0.99994836  x   0.99994490  =   0.99989327
 JE1749!UTM  15      -   0.99994836  x   1.00033073  =   1.00027908
 JE1749
 JE1749|---------------------------------------------------------------------|
 JE1749| PID    Reference Object                     Distance      Geod. Az  |
 JE1749|                                                           dddmmss.s |
 JE1749| CL5076 DOUGLASS RM 1                        61.269 METERS 04610     |
 JE1749| CL5075 DOUGLASS AZ MK                                     1165557.5 |
 JE1749| CL5077 DOUGLASS RM 2                        40.190 METERS 20841     |
 JE1749|---------------------------------------------------------------------|
 JE1749
 JE1749                          SUPERSEDED SURVEY CONTROL
 JE1749
 JE1749  NAD 83(1997)-  38 09 39.10683(N)    095 46 48.26956(W) AD(       ) 1
 JE1749  NAD 83(1986)-  38 09 39.10429(N)    095 46 48.26613(W) AD(       ) 1
 JE1749  NAD 27      -  38 09 39.02200(N)    095 46 47.31500(W) AD(       ) 1
 JE1749
 JE1749.Superseded values are not recommended for survey control.
 JE1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1749.See file dsdata.txt to determine how the superseded data were derived.
 JE1749
 JE1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5642827316(NAD 83)
 JE1749_MARKER: DS = TRIANGULATION STATION DISK
 JE1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1749
 JE1749  HISTORY     - Date     Condition        Report By
 JE1749  HISTORY     - 1934     MONUMENTED       CGS
 JE1749  HISTORY     - 1951     GOOD             CGS
 JE1749
 JE1749                          STATION DESCRIPTION
 JE1749
 JE1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JE1749'STATION IS ABOUT 3 MILES SW OF BURLINGTON, IN SE 1/4 SEC. 5,
 JE1749'T 22, R 15 E, ON LAND OWNED BY ROBERT DOUGLAS.  STATION IS ON
 JE1749'HIGH GRASS KNOLL.
 JE1749'
 JE1749'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JE1749'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1B, 7A, 11B
 JE1749'AND 11A.
 JE1749'
 JE1749'AZIMUTH MARK WAS OBSERVED UPON FROM STATION DOUGLASS WITH FIRST
 JE1749'ORDER ACCURACY FOR USE AS INITIAL FOR LA PLACE AZIMUTH.
 JE1749'
 JE1749'LA PLACE AZIMUTH REACHED FROM STATION DOUGLASS BY GOING SW TO
 JE1749'CORNER OF FIELD.  GO THROUGH GATE AND TURN LEFT ON SECTION LINE
 JE1749'ROAD, GO 0.5 MILE TO N-S ROAD, GO S 1.0 MILE TO SECTION LINE
 JE1749'ROAD, TURN E 2.0 MILES TO U.S. HIGHWAY 75.  TURN RIGHT AND GO 0.5
 JE1749'MILE TO SECTION LINE ROAD E.  TURN E AND GO 1.5 MILES TO TOP OF
 JE1749'HILL AND HOUSE ON LEFT.  MARK IS 27 FEET S OF CENTER LINE OF
 JE1749'ROAD IN FENCE LINE.
 JE1749'
 JE1749'STATION IS REACHED FROM BURLINGTON BY GOING S ON U.S. HIGHWAY 75
 JE1749'FOR 1.5 MILES TO GRAVEL ROAD LEADING W.  THIS ROAD IS JUST N OF
 JE1749'MISSOURI-KANSAS-TEXAS RAILROAD CROSSING.  FOLLOWING THIS ROAD W
 JE1749'1.0 MILE, THENCE S ON DIRT ROAD 1.5 MILES TO GATE ON N SIDE OF
 JE1749'ROAD.  GO THROUGH GATE AND ACROSS PASTURE 0.5 MILE TO TOP OF HILL
 JE1749'AND STATION.
 JE1749'
 JE1749'HEIGHT OF LIGHT ABOVE STATION MARK - 10 METERS.
 JE1749
 JE1749                          STATION RECOVERY (1951)
 JE1749
 JE1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLP)
 JE1749'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JE1749'GOOD CONDITION.  THERE ARE SOME CORRECTIONS IN THE TO REACH
 JE1749'DESCRIPTION.  A COMPLETE DESCRIPTION FOLLOWS.
 JE1749'
 JE1749'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF BURLINGTON ON
 JE1749'THE HIGHEST GRASSY KNOLL IN THE VICINITY, IN THE SE 1/4 OF SEC.
 JE1749'5, T 22 S., R 15 E., ON LAND OWNED BY ROBERT DOUGLASS, 30 FEET
 JE1749'SOUTHEAST OF THE LARGEST PERSIMMON TREE IN A GROUP OF FIVE, 24
 JE1749'FEET SOUTHEAST OF THE NEAREST PERSIMMON TREE AND 15 FEET SOUTH
 JE1749'OF A 3-FOOT STUMP.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JE1749'STAMPED DOUGLASS 1934.
 JE1749'
 JE1749'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JE1749'BRONZE DISKS SET IN CONCRETE.
 JE1749'
 JE1749'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  THE MARK
 JE1749'PROJECTS 6 INCHES AND THE DISK IS STAMPED DOUGLASS NO 1 1934.
 JE1749'
 JE1749'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION.  THE
 JE1749'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DOUGLAS NO 2 1934.
 JE1749'
 JE1749'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION ABOUT 100 YARDS
 JE1749'SOUTH OF FARM BUILDINGS, 122 FEET WEST OF FENCE CORNER, 90 FEET
 JE1749'EAST OF TELEPHONE POLE AND 27 FEET SOUTH OF THE CENTER OF GRAVEL
 JE1749'ROAD IN FENCELINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JE1749'STAMPED DOUGLASS AZIMUTH 1934.  NOTE- AZIMUTH MARK WAS OBSERVED
 JE1749'UPON FROM STATION DOUGLASS WITH FIRST-ORDER ACCURACY FOR USE AS
 JE1749'INITIAL FOR LA PLACE AZIMUTH.
 JE1749'
 JE1749'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN BURLINGTON, GO
 JE1749'SOUTH FROM MAIN STREET ON U.S. HIGHWAY 75 FOR 1.7 MILES TO A
 JE1749'GRAVEL ROAD RIGHT.  THIS ROAD IS JUST NORTH OF THE CROSSING OF
 JE1749'THE MKT RAILROAD ON U.S. HIGHWAY 75.  TURN RIGHT AND GO WEST ON
 JE1749'GRAVEL ROAD FOR 1.0 MILE TO CROSSROADS.  TURN LEFT AND GO SOUTH
 JE1749'FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR
 JE1749'1.5 MILES TO A GATE ON THE RIGHT AT THE SOUTHWEST CORNER OF A
 JE1749'PASTURE.  TURN RIGHT THROUGH GATE AND GO NORTHEAST ACROSS
 JE1749'PASTURE FOR 0.5 MILE TO PERSIMMON TREES ON HIGHEST KNOLL AND
 JE1749'THE STATION.
 JE1749'
 JE1749'TO REACH THE AZIMUTH MARK FROM THE TRAFFIC LIGHT AT MAIN
 JE1749'STREET IN BURLINGTON, GO SOUTH ON U.S. HIGHWAY 75 FOR 4.2 MILES
 JE1749'TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.5 MILES
 JE1749'TO FARM BUILDINGS ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT.
 JE1749'
 JE1749'HEIGHT OF LIGHT ABOVE STATION MARK-- 10 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1206 ***********************************************************************
 HF1206  DESIGNATION -  DOUGLASS TANK
 HF1206  PID         -  HF1206
 HF1206  STATE/COUNTY-  KS/BUTLER
 HF1206  USGS QUAD   -  DOUGLASS (1983)
 HF1206
 HF1206                         *CURRENT SURVEY CONTROL
 HF1206  ___________________________________________________________________
 HF1206* NAD 83(1997)-  37 31 22.21813(N)    097 00 58.09220(W)     ADJUSTED  
 HF1206* NAVD 88     -                                                        
 HF1206  ___________________________________________________________________
 HF1206  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 HF1206  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF1206
 HF1206  HORZ ORDER  -  THIRD
 HF1206
 HF1206.The horizontal coordinates were established by classical geodetic methods
 HF1206.and adjusted by the National Geodetic Survey in October 1998..
 HF1206
 HF1206
 HF1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1206
 HF1206.The geoid height was determined by GEOID03.
 HF1206
 HF1206;                    North         East     Units Scale Factor Converg.
 HF1206;SPC KS S     -   496,065.694   531,160.449   MT  0.99995952   +0 54 42.8
 HF1206;UTM  14      - 4,154,724.092   675,309.528   MT  0.99997857   +1 12 31.1
 HF1206
 HF1206                          SUPERSEDED SURVEY CONTROL
 HF1206
 HF1206  NAD 83(1997)-  37 31 22.22187(N)    097 00 58.08343(W) AD(       ) 4
 HF1206  NAD 83(1986)-  37 31 22.22993(N)    097 00 58.08493(W) AD(       ) 4
 HF1206  NAD 27      -  37 31 22.15887(N)    097 00 56.95207(W) AD(       ) 3
 HF1206
 HF1206.Superseded values are not recommended for survey control.
 HF1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1206.See file dsdata.txt to determine how the superseded data were derived.
 HF1206
 HF1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7531054724(NAD 83)
 HF1206_MARKER: 53 = ELEVATED TANK
 HF1206
 HF1206  HISTORY     - Date     Condition        Report By
 HF1206  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1206  HISTORY     - 1940     GOOD             CGS
 HF1206  HISTORY     - 1957     GOOD             CGS
 HF1206  HISTORY     - 19820615 GOOD             NGS
 HF1206
 HF1206                          STATION DESCRIPTION
 HF1206
 HF1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1206'OBJECT SIGHTED UPON WAS FINIAL ATOP DOUGLASS MUNICIPAL WATER
 HF1206'TANK WHICH IS ABOUT 100 FEET HIGH.
 HF1206'
 HF1206'STATION OBSERVED UPON FROM WHEEL, GLAVES AND SEIBERT.
 HF1206
 HF1206                          STATION RECOVERY (1940)
 HF1206
 HF1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1206'STATION IS LOCATED IN THE NW CORNER OF THE TOWN OF DOUGLAS,
 HF1206'KANSAS.  IT WAS BUILT IN 1914 AND IS OWNED BY THE CITY.
 HF1206'IT IS APPROXIMATELY 120 FEET HIGH, IS PAINTED BLACK FROM THE BASE
 HF1206'TO THE CATWALK AND ALUMINUM FROM THE CATWALK TO THE TOP
 HF1206'OF THE TANK PROPER.  THE NAME DOUGLAS IS PAINTED IN BLACK
 HF1206'LETTERS ON THE S SIDE OF THE TANK.
 HF1206
 HF1206                          STATION RECOVERY (1957)
 HF1206
 HF1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1206'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE VILLAGE
 HF1206'OF DOUGLASS.
 HF1206'
 HF1206'THE TANK IS A METAL TANK, PAINTED SILVER, MOUNTED ON A
 HF1206'FOUR LEGGED STEEL STRUCTURE AND IS ABOUT 120 FEET HIGH.
 HF1206'THE NAME DOUGLASS IS PAINTED ON THE SIDE IN BLACK LETTERS.
 HF1206'THE APEX OF THE TANK WAS INTERSECTED.
 HF1206
 HF1206                          STATION RECOVERY (1982)
 HF1206
 HF1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HF1206'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  IT IS IN THE
 HF1206'SOUTHEAST QUADRANT OF THE INTERSECTION OF EAST OAK AND NORTH FOREST
 HF1206'STREETS IN DOUGLAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1093 ***********************************************************************
 HE1093  DESIGNATION -  DOUTHAT
 HE1093  PID         -  HE1093
 HE1093  STATE/COUNTY-  KS/CHEROKEE
 HE1093  USGS QUAD   -  MELROSE (1974)
 HE1093
 HE1093                         *CURRENT SURVEY CONTROL
 HE1093  ___________________________________________________________________
 HE1093* NAD 83(1997)-  37 00 29.02950(N)    094 57 32.35527(W)     ADJUSTED  
 HE1093* NAVD 88     -       274.7    (meters)     901.     (feet)  VERTCON   
 HE1093  ___________________________________________________________________
 HE1093  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 HE1093  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 HE1093
 HE1093  HORZ ORDER  -  SECOND
 HE1093
 HE1093.The horizontal coordinates were established by classical geodetic methods
 HE1093.and adjusted by the National Geodetic Survey in October 1998..
 HE1093
 HE1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1093
 HE1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1093
 HE1093.The geoid height was determined by GEOID03.
 HE1093
 HE1093;                    North         East     Units Scale Factor Converg.
 HE1093;SPC KS S     -   443,875.087   715,101.572   MT  1.00006089   +2 10 33.8
 HE1093;SPC OK N     -   227,051.737   870,627.090   MT  1.00005296   +1 47 40.7
 HE1093;SPC OK N     -   744,918.91  2,856,382.38   sFT  1.00005296   +1 47 40.7
 HE1093;UTM  15      - 4,097,560.828   325,705.959   MT  0.99997424   -1 10 46.1
 HE1093
 HE1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1093!SPC KS S     -   0.99996153  x   1.00006089  =   1.00002242
 HE1093!SPC OK N     -   0.99996153  x   1.00005296  =   1.00001449
 HE1093!UTM  15      -   0.99996153  x   0.99997424  =   0.99993577
 HE1093
 HE1093:                Primary Azimuth Mark                     Grid Az
 HE1093:SPC KS S     -  DOUTHAT AZ MK                            359 51 45.3
 HE1093:SPC OK N     -  DOUTHAT AZ MK                            000 14 38.4
 HE1093:UTM  15      -  DOUTHAT AZ MK                            003 13 05.2
 HE1093
 HE1093|---------------------------------------------------------------------|
 HE1093| PID    Reference Object                     Distance      Geod. Az  |
 HE1093|                                                           dddmmss.s |
 HE1093| CN6766 DOUTHAT AZ MK                                      0020219.1 |
 HE1093| CN6767 DOUTHAT RM 1                         24.538 METERS 07042     |
 HE1093| GG0724 PICHER SOUTH MUNICIPAL TANK         APPROX.12.2 KM 1162043.1 |
 HE1093| CN6768 DOUTHAT RM 2                         39.411 METERS 16934     |
 HE1093|---------------------------------------------------------------------|
 HE1093
 HE1093                          SUPERSEDED SURVEY CONTROL
 HE1093
 HE1093  NAD 83(1997)-  37 00 29.03349(N)    094 57 32.35614(W) AD(       ) 2
 HE1093  NAD 83(1986)-  37 00 29.04633(N)    094 57 32.34682(W) AD(       ) 2
 HE1093  NAD 27      -  37 00 28.79836(N)    094 57 31.50781(W) AD(       ) 2
 HE1093  NGVD 29 (07/19/86)  274.6    (m)          901.     (f) VERT ANG       
 HE1093
 HE1093.Superseded values are not recommended for survey control.
 HE1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1093.See file dsdata.txt to determine how the superseded data were derived.
 HE1093
 HE1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA2570697561(NAD 83)
 HE1093_MARKER: DS = TRIANGULATION STATION DISK
 HE1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1093
 HE1093  HISTORY     - Date     Condition        Report By
 HE1093  HISTORY     - 1966     MONUMENTED       CGS
 HE1093
 HE1093                          STATION DESCRIPTION
 HE1093
 HE1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1093'THE STATION IS ABOUT 7-1/2 MILES EAST-SOUTHEAST OF CHETOPA AND
 HE1093'1-3/4 MILES SOUTH OF MELROSE, AND ON A SMALL HILL IN PASTURE
 HE1093'LAND, ON PROPERTY OWNED BY MR. MORTON Z. DOUTHAT.
 HE1093'
 HE1093'TO REACH THE STATION FROM A CROSSROAD IN MELROSE, GO SOUTH ON
 HE1093'PAVED AND GRAVELED ROAD FOR 1.3 MILES TO A SMALL BRIDGE AND
 HE1093'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON GRAVELED ROAD
 HE1093'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 HE1093'
 HE1093'STATION MARK IS A STANDARD DISK, STAMPED DOUTHAT 1964, SET IN
 HE1093'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH
 HE1093'THE GROUND.  IT IS 78 FEET WEST OF A TELEPHONE LINE POLE, 56
 HE1093'FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 28 FEET WEST
 HE1093'OF THE WEST RIGHT-OF-WAY FENCE.
 HE1093'
 HE1093'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOUTHAT NO 1
 HE1093'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 HE1093'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 20 FEET NORTH OF THE
 HE1093'TELEPHONE LINE POLE, 20 FEET EAST OF THE CENTERLINE OF THE
 HE1093'GRAVELED ROAD, 1.7 FEET NORTHWEST OF A WITNESS POST, 1 FOOT
 HE1093'WEST OF THE EAST RIGHT-OF-WAY FENCE AND ABOUT 2 FEET LOWER
 HE1093'THAN THE STATION.
 HE1093'
 HE1093'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOUTHAT NO 2 1964,
 HE1093'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 HE1093'1 INCH ABOVE THE GROUND.  IT IS 34 FEET WEST OF THE CENTERLINE OF
 HE1093'THE GRAVELED ROAD, 7 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE
 HE1093'AND ABOUT 3 FEET LOWER THAN THE STATION.
 HE1093'
 HE1093'AZIMUTH MARK IS A STANDARD DISK, STAMPED DOUTHAT 1964, CEMENTED
 HE1093'IN A DRILL HOLE IN THE TOP OF THE SOUTH POST OF A CONCRETE
 HE1093'BRIDGE, THAT PROJECTS 4 FEET.  IT IS 14 FEET EAST OF THE
 HE1093'CENTERLINE OF A GRAVELED ROAD AND 1 FOOT NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1841 ***********************************************************************
 JE1841  DESIGNATION -  DOVER RURAL WATER DIST 1 SPIPE
 JE1841  PID         -  JE1841
 JE1841  STATE/COUNTY-  KS/SHAWNEE
 JE1841  USGS QUAD   -  DOVER (1982)
 JE1841
 JE1841                         *CURRENT SURVEY CONTROL
 JE1841  ___________________________________________________________________
 JE1841* NAD 83(1997)-  38 57 53.14577(N)    095 55 23.47459(W)     ADJUSTED  
 JE1841* NAVD 88     -                                                        
 JE1841  ___________________________________________________________________
 JE1841  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 JE1841  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JE1841
 JE1841  HORZ ORDER  -  THIRD
 JE1841
 JE1841.The horizontal coordinates were established by classical geodetic methods
 JE1841.and adjusted by the National Geodetic Survey in October 1998..
 JE1841
 JE1841
 JE1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1841
 JE1841.The geoid height was determined by GEOID03.
 JE1841
 JE1841;                    North         East     Units Scale Factor Converg.
 JE1841;SPC KS N     -    72,159.252   579,974.693   MT  0.99996924   +1 18 50.5
 JE1841;SPC KS S     -   658,160.000   623,325.266   MT  1.00010305   +1 35 00.7
 JE1841;UTM  15      - 4,316,931.119   246,727.365   MT  1.00038995   -1 50 21.1
 JE1841;UTM  14      - 4,317,369.873   766,585.760   MT  1.00047520   +1 56 09.5
 JE1841
 JE1841                          SUPERSEDED SURVEY CONTROL
 JE1841
 JE1841  NAD 83(1986)-  38 57 53.15300(N)    095 55 23.47155(W) AD(       ) 4
 JE1841  NAD 27      -  38 57 53.15000(N)    095 55 22.51500(W) AD(       ) 3
 JE1841
 JE1841.Superseded values are not recommended for survey control.
 JE1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1841.See file dsdata.txt to determine how the superseded data were derived.
 JE1841
 JE1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD4672716931(NAD 83)
 JE1841_MARKER: 52 = STANDPIPE TANK
 JE1841
 JE1841  HISTORY     - Date     Condition        Report By
 JE1841  HISTORY     - 1960     FIRST OBSERVED   CGS
 JE1841
 JE1841                          STATION DESCRIPTION
 JE1841
 JE1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1841'THE STATION IS PAINTED SILVER, HAVING AN OVER-ALL HEIGHT OF 50
 JE1841'FEET.  THE CUPOLA AT THE TOP AND CENTER WAS THE POINT OBSERVED
 JE1841'UPON.
 JE1841'
 JE1841'TO REACH THE STATION FROM THE POST OFFICE IN DOVER, GO EAST ON
 JE1841'THE GRAVELED ROAD FOR 1.0 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0215 ***********************************************************************
 KG0215  DESIGNATION -  DOWNS
 KG0215  PID         -  KG0215
 KG0215  STATE/COUNTY-  KS/OSBORNE
 KG0215  USGS QUAD   -  DOWNS NORTH (1980)
 KG0215
 KG0215                         *CURRENT SURVEY CONTROL
 KG0215  ___________________________________________________________________
 KG0215* NAD 83(1997)-  39 30 09.81254(N)    098 32 39.45003(W)     ADJUSTED  
 KG0215* NAVD 88     -       452.462  (meters)    1484.45   (feet)  ADJUSTED  
 KG0215  ___________________________________________________________________
 KG0215  X           -    -732,223.074 (meters)                     COMP
 KG0215  Y           -  -4,873,644.018 (meters)                     COMP
 KG0215  Z           -   4,035,808.080 (meters)                     COMP
 KG0215  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 KG0215  ELLIP HEIGHT-         426.11  (meters)          (08/16/04) GPS OBS
 KG0215  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 KG0215  DYNAMIC HT  -         452.172 (meters)    1483.50  (feet)  COMP
 KG0215  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 KG0215
 KG0215  HORZ ORDER  -  FIRST
 KG0215  VERT ORDER  -  SECOND    CLASS 0
 KG0215  ELLP ORDER  -  FOURTH    CLASS II
 KG0215
 KG0215.The horizontal coordinates were established by GPS observations
 KG0215.and adjusted by the National Geodetic Survey in December 1997..
 KG0215.No horizontal observational check was made to the station.
 KG0215
 KG0215.The orthometric height was determined by differential leveling
 KG0215.and adjusted by the National Geodetic Survey in June 1991..
 KG0215
 KG0215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KG0215
 KG0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0215
 KG0215.The ellipsoidal height was determined by GPS observations
 KG0215.and is referenced to NAD 83.
 KG0215
 KG0215.The geoid height was determined by GEOID03.
 KG0215
 KG0215.The dynamic height is computed by dividing the NAVD 88
 KG0215.geopotential number by the normal gravity value computed on the
 KG0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0215.degrees latitude (g = 980.6199 gals.).
 KG0215
 KG0215.The modeled gravity was interpolated from observed gravity values.
 KG0215
 KG0215;                    North         East     Units Scale Factor Converg.
 KG0215;SPC KS N     -   129,958.332   353,187.291   MT  0.99996650   -0 20 39.8
 KG0215;UTM  14      - 4,372,666.123   539,179.902   MT  0.99961890   +0 17 23.6
 KG0215
 KG0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0215!SPC KS N     -   0.99993315  x   0.99996650  =   0.99989966
 KG0215!UTM  14      -   0.99993315  x   0.99961890  =   0.99955208
 KG0215
 KG0215                          SUPERSEDED SURVEY CONTROL
 KG0215
 KG0215  ELLIP H (12/22/97)  426.17   (m)                       GP(       ) 4 1
 KG0215  NAVD 88 (12/22/97)  452.46   (m)         1484.4    (f) LEVELING    3  
 KG0215  NGVD 29 (??/??/92)  452.276  (m)         1483.84   (f) ADJ UNCH    2 0
 KG0215
 KG0215.Superseded values are not recommended for survey control.
 KG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0215.See file dsdata.txt to determine how the superseded data were derived.
 KG0215
 KG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ3918072666(NAD 83)
 KG0215_MARKER: DB = BENCH MARK DISK
 KG0215_SETTING: 0 = UNSPECIFIED SETTING
 KG0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0215_STAMPING: C.L. CUSHING DOWNS MAYOR 1934
 KG0215_MARK LOGO: CGS   
 KG0215_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0215+STABILITY: SURFACE MOTION
 KG0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0215+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1997
 KG0215
 KG0215  HISTORY     - Date     Condition        Report By
 KG0215  HISTORY     - 1934     MONUMENTED       CGS
 KG0215  HISTORY     - 1934     GOOD             NGS
 KG0215  HISTORY     - 19970324 GOOD             NGS
 KG0215
 KG0215                          STATION DESCRIPTION
 KG0215
 KG0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0215'AT DOWNS.
 KG0215'AT DOWNS, OSBORNE COUNTY, 250 FEET SOUTH OF THE MISSOURI PACIFIC
 KG0215'RAILROAD STATION, 150 FEET NORTH OF THE TRACK, IN THE NORTHWEST
 KG0215'CORNER OF THE CITY PARK, AT THE INTERSECTION OF RAILROAD STREET
 KG0215'AND MORGAN AVENUE, 40 FEET EAST OF THE CENTERLINE OF MORGAN
 KG0215'AVENUE, AND 20 FEET SOUTH OF THE CENTERLINE OF RAILROAD STREET.
 KG0215'A STANDARD DISK, STAMPED DOWNS 1934 AND SET IN THE TOP OF A
 KG0215'MARBLE POST.
 KG0215
 KG0215                          STATION RECOVERY (1997)
 KG0215
 KG0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KG0215'THE STATION IS LOCATED IN THE CENTER OF DOWNS, AT THE NORTHWEST CORNER
 KG0215'OF THE CITY PARK, AT THE NORTHEAST CORNER OF A BRICK SIDEWALK,
 KG0215'ADJACENT TO A LARGE GAZEBO, AND IN THE SOUTHEAST QUADRANT OF THE
 KG0215'JUNCTION OF MORGAN AVENUE AND RAILROAD STREET.  OWNERSHIP--CITY OF
 KG0215'DOWNS.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 KG0215'HIGHWAY 181 (MORGAN AVENUE) ON THE NORTH SIDE OF DOWNS, GO SOUTH ON
 KG0215'HIGHWAY 181 FOR 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT.  THE
 KG0215'STATION IS SET IN THE TOP OF A 30 CM X 15 CM CONCRETE POST FLUSH WITH
 KG0215'GROUND.  IT IS 38.7 M (127.0 FT) NORTH OF THE NORTH RAIL OF THE NORTH
 KG0215'SET OF RAILROAD TRACKS, 12.5 M (41.0 FT) EAST OF THE CENTER OF MORGAN
 KG0215'AVENUE, 11.05 M (36.25 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 KG0215'A BRICK AND CONCRETE FOUNDATION HOUSING A LARGE BELL, 6.3 M (20.7 FT)
 KG0215'SOUTH OF THE CENTER OF RAILROAD STREET AND 4.7 M (15.4 FT) NORTH OF A
 KG0215'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0837 ***********************************************************************
 KG0837  DESIGNATION -  DOWNS
 KG0837  PID         -  KG0837
 KG0837  STATE/COUNTY-  KS/OSBORNE
 KG0837  USGS QUAD   -  DOWNS NORTH (1980)
 KG0837
 KG0837                         *CURRENT SURVEY CONTROL
 KG0837  ___________________________________________________________________
 KG0837* NAD 83(1997)-  39 30 34.09995(N)    098 30 23.79727(W)     ADJUSTED  
 KG0837* NAVD 88     -       454.82   (+/-2cm)    1492.2    (feet)  VERTCON   
 KG0837  ___________________________________________________________________
 KG0837  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 KG0837  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 KG0837
 KG0837  HORZ ORDER  -  THIRD
 KG0837  VERT ORDER  -  THIRD ? (See Below)
 KG0837
 KG0837.The horizontal coordinates were established by classical geodetic methods
 KG0837.and adjusted by the National Geodetic Survey in October 1998..
 KG0837
 KG0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0837.The vertical order pertains to the NGVD 29 superseded value.
 KG0837
 KG0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0837
 KG0837.The geoid height was determined by GEOID03.
 KG0837
 KG0837;                    North         East     Units Scale Factor Converg.
 KG0837;SPC KS N     -   130,688.522   356,432.291   MT  0.99996702   -0 19 13.9
 KG0837;UTM  14      - 4,373,431.929   542,415.498   MT  0.99962215   +0 18 50.0
 KG0837
 KG0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0837!SPC KS N     -   0.99993278  x   0.99996702  =   0.99989980
 KG0837!UTM  14      -   0.99993278  x   0.99962215  =   0.99955495
 KG0837
 KG0837|---------------------------------------------------------------------|
 KG0837| PID    Reference Object                     Distance      Geod. Az  |
 KG0837|                                                           dddmmss.s |
 KG0837| CN9187 DOWNS RM 1                           11.708 METERS 08619     |
 KG0837| KG0627 QUARRY                              APPROX. 8.8 KM 2485111.1 |
 KG0837| CN9186 DOWNS AZ MK                                        2650323.0 |
 KG0837| CN9188 DOWNS RM 2                           18.713 METERS 33359     |
 KG0837|---------------------------------------------------------------------|
 KG0837
 KG0837                          SUPERSEDED SURVEY CONTROL
 KG0837
 KG0837  NAD 83(1997)-  39 30 34.10734(N)    098 30 23.79984(W) AD(       ) 3
 KG0837  NAD 83(1986)-  39 30 34.10759(N)    098 30 23.79823(W) AD(       ) 3
 KG0837  NAD 27      -  39 30 34.06700(N)    098 30 22.57100(W) AD(       ) 3
 KG0837  NGVD 29 (07/19/86)  454.64   (m)         1491.6    (f) LEVELING    3  
 KG0837
 KG0837.Superseded values are not recommended for survey control.
 KG0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0837.See file dsdata.txt to determine how the superseded data were derived.
 KG0837
 KG0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ4241573432(NAD 83)
 KG0837_MARKER: DS = TRIANGULATION STATION DISK
 KG0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0837
 KG0837  HISTORY     - Date     Condition        Report By
 KG0837  HISTORY     - 1950     MONUMENTED       CGS
 KG0837  HISTORY     - 1960     GOOD             USGS
 KG0837
 KG0837                          STATION DESCRIPTION
 KG0837
 KG0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0837'THE STATION IS LOCATED ABOUT 4.0 MILES WEST OF CAWKER CITY, 2.0
 KG0837'MILES EAST OF DOWNS AND NEAR CROSSROADS ON THE RIGHT-OF-WAY OF
 KG0837'U.S. HIGHWAY NO. 24.  IT IS 93.0 FEET WEST OF AN OLD WALL, 57.0
 KG0837'FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO 24, 56.0 FEET EAST OF
 KG0837'A NORTH AND SOUTH SECTION LINE ROAD, 29.0 FEET EAST OF A CORNER
 KG0837'POST, 6.0 FEET SOUTHWEST OF A WITNESS POST AND 3.0 FEET SOUTH
 KG0837'OF A FENCE LINE.  IT IS STAMPED DOWNS 1950 AND PROJECTS 4
 KG0837'INCHES.
 KG0837'
 KG0837'REFERENCE MARK NO. 1 IS 59.0 FEET NORTH OF THE CENTER OF U.S.
 KG0837'HIGHWAY NO. 24 AND 1.0 FOOT SOUTH OF A FENCE LINE.  IT IS STAMPED
 KG0837'DOWNS NO 1 1950 AND PROJECTS 3 INCHES.
 KG0837'
 KG0837'REFERENCE MARK NO. 2 IS 27.0 FEET EAST OF A NORTH AND SOUTH
 KG0837'SECTION LINE ROAD AND 8 INCHES EAST OF A FENCE LINE.  IT IS
 KG0837'STAMPED DOWNS NO 2 1950 AND PROJECTS 3 INCHES.
 KG0837'
 KG0837'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 83.91 FEET.
 KG0837'
 KG0837'THE AZIMUTH MARK IS 59.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 KG0837'NO. 24, 24.0 FEET EAST OF A CORNER POST AND 2.0 FEET NORTH OF A
 KG0837'POWER LINE POLE.  IT IS STAMPED DOWNS 1950 AND PROJECTS 3 INCHES.
 KG0837'
 KG0837'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 24 AND
 KG0837'STATE HIGHWAY NO. 181 JUST NORTH OF THE BUSINESS DISTRICT IN
 KG0837'DOWNS, TURN RIGHT AND GO EAST ON U.S. HIGHWAY NO. 24 FOR 1.8
 KG0837'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 KG0837'EAST ON U.S. HIGHWAY NO. 24 FOR 0.3 MILE TO THE STATION ON THE
 KG0837'LEFT AS DESCRIBED.
 KG0837
 KG0837                          STATION RECOVERY (1960)
 KG0837
 KG0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KG0837'AZIMUTH MARK NOT FOUND.  A 2-HOUR SEARCH FAILED TO DISCOSE ANY
 KG0837'EVIDENCE OF THE AZIMUTH MARKS PRESENCE OR DESTRUCTION.  DISTANCES
 KG0837'WERE TAPED OFF AND THE SNOW REMOVED WITHIN A 3-FOOT RADIUS OF THE
 KG0837'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0676 ***********************************************************************
 KG0676  DESIGNATION -  DOWNS MUNICIPAL STANDPIPE
 KG0676  PID         -  KG0676
 KG0676  STATE/COUNTY-  KS/OSBORNE
 KG0676  USGS QUAD   -  DOWNS NORTH (1980)
 KG0676
 KG0676                         *CURRENT SURVEY CONTROL
 KG0676  ___________________________________________________________________
 KG0676* NAD 83(1997)-  39 30 34.74421(N)    098 32 41.17523(W)     ADJUSTED  
 KG0676* NAVD 88     -                                                        
 KG0676  ___________________________________________________________________
 KG0676  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KG0676  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 KG0676
 KG0676  HORZ ORDER  -  THIRD
 KG0676
 KG0676.The horizontal coordinates were established by classical geodetic methods
 KG0676.and adjusted by the National Geodetic Survey in October 1998..
 KG0676
 KG0676
 KG0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0676
 KG0676.The geoid height was determined by GEOID03.
 KG0676
 KG0676;                    North         East     Units Scale Factor Converg.
 KG0676;SPC KS N     -   130,727.441   353,150.701   MT  0.99996704   -0 20 40.9
 KG0676;UTM  14      - 4,373,434.513   539,134.815   MT  0.99961886   +0 17 22.6
 KG0676
 KG0676                          SUPERSEDED SURVEY CONTROL
 KG0676
 KG0676  NAD 83(1997)-  39 30 34.75120(N)    098 32 41.17768(W) AD(       ) 4
 KG0676  NAD 83(1986)-  39 30 34.75160(N)    098 32 41.17616(W) AD(       ) 4
 KG0676  NAD 27      -  39 30 34.71500(N)    098 32 39.94000(W) AD(       ) 3
 KG0676
 KG0676.Superseded values are not recommended for survey control.
 KG0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0676.See file dsdata.txt to determine how the superseded data were derived.
 KG0676
 KG0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ3913573435(NAD 83)
 KG0676_MARKER: 52 = STANDPIPE TANK
 KG0676
 KG0676  HISTORY     - Date     Condition        Report By
 KG0676  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0676  HISTORY     - 1967     GOOD             CGS
 KG0676
 KG0676                          STATION DESCRIPTION
 KG0676
 KG0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0676'THE STATION IS LOCATED IN THE NORTH EDGE OF DOWNS, 120 FEET NORTH
 KG0676'OF U.S. HIGHWAY NO. 24 AND 120 FEET WEST OF STATE HIGHWAY 181.
 KG0676'IT IS A CYLINDRICAL STEEL STRUCTURE WITH A FLAT TOP.  IT IS 12
 KG0676'FEET IN DIAMETER AND HAS AN OVERALL HEIGHT OF 125 FEET.  THE
 KG0676'POINT OBSERVED UPON WAS THE CENTER OF THE STANDPIPE.
 KG0676
 KG0676                          STATION RECOVERY (1967)
 KG0676
 KG0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0676'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1809 ***********************************************************************
 JE1809  CBN         -  This is a Cooperative Base Network Control Station.
 JE1809  DESIGNATION -  DRAG
 JE1809  PID         -  JE1809
 JE1809  STATE/COUNTY-  KS/OSAGE
 JE1809  USGS QUAD   -  OSAGE CITY (1971)
 JE1809
 JE1809                         *CURRENT SURVEY CONTROL
 JE1809  ___________________________________________________________________
 JE1809* NAD 83(1997)-  38 43 27.59922(N)    095 45 08.67797(W)     ADJUSTED  
 JE1809* NAVD 88     -       339.9    (meters)    1115.     (feet)  GPS OBS   
 JE1809  ___________________________________________________________________
 JE1809  X           -    -499,422.622 (meters)                     COMP
 JE1809  Y           -  -4,957,678.025 (meters)                     COMP
 JE1809  Z           -   3,968,681.269 (meters)                     COMP
 JE1809  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 JE1809  ELLIP HEIGHT-         308.75  (meters)          (08/16/04) GPS OBS
 JE1809  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JE1809
 JE1809  HORZ ORDER  -  B
 JE1809  ELLP ORDER  -  FOURTH    CLASS II
 JE1809
 JE1809.The horizontal coordinates were established by GPS observations
 JE1809.and adjusted by the National Geodetic Survey in December 1997..
 JE1809
 JE1809.The orthometric height was determined by GPS observations and a
 JE1809.high-resolution geoid model.
 JE1809
 JE1809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE1809
 JE1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1809
 JE1809.The ellipsoidal height was determined by GPS observations
 JE1809.and is referenced to NAD 83.
 JE1809
 JE1809.The geoid height was determined by GEOID03.
 JE1809
 JE1809;                    North         East     Units Scale Factor Converg.
 JE1809;SPC KS S     -   631,901.702   638,908.371   MT  1.00003499   +1 41 18.5
 JE1809;UTM  15      - 4,289,783.165   260,721.695   MT  1.00030510   -1 43 21.6
 JE1809
 JE1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1809!SPC KS S     -   0.99995156  x   1.00003499  =   0.99998655
 JE1809!UTM  15      -   0.99995156  x   1.00030510  =   1.00025664
 JE1809
 JE1809:                Primary Azimuth Mark                     Grid Az
 JE1809:SPC KS S     -  SCRANTON MUNICIPAL TANK                  009 26 55.6
 JE1809:UTM  15      -  SCRANTON MUNICIPAL TANK                  012 51 35.7
 JE1809
 JE1809|---------------------------------------------------------------------|
 JE1809| PID    Reference Object                     Distance      Geod. Az  |
 JE1809|                                                           dddmmss.s |
 JE1809| JE1765 SCRANTON MUNICIPAL TANK             APPROX. 6.4 KM 0110814.1 |
 JE1809| CL5083 DRAG RM 2                             8.260 METERS 09308     |
 JE1809| JE1812 OSAGE CITY MUNICIPAL TANK           APPROX.12.1 KM 2125743.4 |
 JE1809| JE1811 OSAGE CITY RADIO KAF 981 MAST       APPROX.11.6 KM 2145133.3 |
 JE1809| CL5084 DRAG RM 3                            14.452 METERS 27102     |
 JE1809| CL5081 DRAG AZ MK                                         2710834.4 |
 JE1809| JE1810 BURLINGAME MUNICIPAL TANK           APPROX. 7.8 KM 2883259.8 |
 JE1809| CL5082 DRAG RM 1                            13.495 METERS 35835     |
 JE1809|---------------------------------------------------------------------|
 JE1809
 JE1809                          SUPERSEDED SURVEY CONTROL
 JE1809
 JE1809  ELLIP H (12/22/97)  308.77   (m)                       GP(       ) 4 1
 JE1809  NAD 83(1986)-  38 43 27.60687(N)    095 45 08.67682(W) AD(       ) 1
 JE1809  NAD 27      -  38 43 27.58442(N)    095 45 07.73062(W) AD(       ) 1
 JE1809
 JE1809.Superseded values are not recommended for survey control.
 JE1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1809.See file dsdata.txt to determine how the superseded data were derived.
 JE1809
 JE1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6072289783(NAD 83)
 JE1809_MARKER: DS = TRIANGULATION STATION DISK
 JE1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1809_STAMPING: DRAG 1957
 JE1809_MARK LOGO: CGS   
 JE1809_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1809+STABILITY: SURFACE MOTION
 JE1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1809+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1997
 JE1809
 JE1809  HISTORY     - Date     Condition        Report By
 JE1809  HISTORY     - 1957     MONUMENTED       CGS
 JE1809  HISTORY     - 1960     GOOD             CGS
 JE1809  HISTORY     - 19970510 GOOD             NGS
 JE1809
 JE1809                          STATION DESCRIPTION
 JE1809
 JE1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 JE1809'THE STATION IS ABOUT 6-1/2 MILES NORTHEAST OF OSAGE CITY,
 JE1809'5 MILES EAST-SOUTHEAST OF BURLINGAME ON ROAD RIGHT-OF-WAY.
 JE1809'IT IS 24 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 3 FEET
 JE1809'NORTH OF A WIRE FENCE, 5 FEET WEST OF A POWER LINE POLE AND 6 FEET
 JE1809'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 JE1809'DISK IS STAMPED DRAG 1957.
 JE1809'
 JE1809'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56
 JE1809'AND STATE HIGHWAY 31 IN BURLINGAME, GO EAST ON HIGHWAY 56
 JE1809'FOR 4.8 MILES TO A Y-INTERSECTION WHERE HIGHWAY 56 TURNS
 JE1809'NORTH.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 0.05 MILE
 JE1809'TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVEL ROAD
 JE1809'FOR 2.0 MILES TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST ON
 JE1809'GRAVEL ROAD FOR 0.55 MILE TO THE STATION ON THE LEFT.  CONTINUE
 JE1809'WEST ON GRAVEL ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 JE1809'RIGHT.
 JE1809'
 JE1809'REFERENCE MARK 1 IS 21 FEET NORTH OF THE CENTERLINE OF THE
 JE1809'GRAVEL ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK
 JE1809'PROJECTS 4 INCHES AND THE DISK IS STAMPED DRAG NO 1 1957.
 JE1809'
 JE1809'REFERENCE MARK 2 IS 26 FEET SOUTH OF THE CENTERLINE OF THE
 JE1809'GRAVEL ROAD AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK
 JE1809'PROJECTS 2 INCHES AND THE DISK IS STAMPED DRAG NO 2 1957.
 JE1809'
 JE1809'THE AZIMUTH MARK IS 17 FEET NORTH OF THE CENTERLINE OF THE
 JE1809'GRAVEL ROAD, 2 FEET SOUTH OF A WIRE FENCE AND 5 FEET SOUTHEAST
 JE1809'OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 JE1809'THE DISK IS STAMPED DRAG 1957.
 JE1809'
 JE1809'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE1809
 JE1809                          STATION RECOVERY (1960)
 JE1809
 JE1809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1809'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JE1809'FOUND TO BE IN GOOD CONDITION, THE ORIGINAL ROUTE TO THE
 JE1809'STATION IS ADEQUATE.  A METAL WITNESS POST WAS SET 1 FOOT
 JE1809'NORTH OF THE AZIMUTH MARK AND A NEW REFERENCE MARK 3 WAS
 JE1809'ESTABLISHED.
 JE1809'
 JE1809'REFERENCE MARK 3, STAMPED DRAG NO 3 1957 1960, IS A STANDARD
 JE1809'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JE1809'IS FLUSH.  IT IS 23 FEET SOUTH OF THE CENTER OF
 JE1809'A DIRT ROAD AND 4 FEET NORTH OF A WIRE FENCE.
 JE1809
 JE1809                          STATION RECOVERY (1997)
 JE1809
 JE1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JE1809'STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) NORTHEAST OF OSAGE CITY,
 JE1809'8.0 KM (4.95 MI) EAST-SOUTHEAST OF BURLINGAME, 5.6 KM (3.45 MI) SOUTH
 JE1809'OF SCRANTON, AND IN THE NORTH CENTRAL PORTION OF SEC 28, T 15 S, R 15
 JE1809'E.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.  TO REACH FROM THE JUNCTION
 JE1809'OF U.S. HIGHWAY 56 AND STATE HIGHWAY 31 IN BURLINGAME, WHICH IS 0.2 KM
 JE1809'(0.10 MI) NORTH FROM THE U.S. POST OFFICE, GO EAST ON U.S. HIGHWAY 56
 JE1809'FOR 8.0 KM (4.95 MI) TO A Y-INTERSECTION WHERE THE HIGHWAY TURNS
 JE1809'NORTH.  CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 0.1 KM (0.05
 JE1809'MI) TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD
 JE1809'FOR 3.2 KM (2.00 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST ON
 JE1809'THE GRAVEL ROAD FOR 0.9 KM (0.55 MI) TO THE STATION ON THE LEFT.
 JE1809'ALSO, TO REACH STATION FROM THE POST OFFICE IN SCRANTON, GO SOUTH,
 JE1809'WEST, THEN SOUTH ON U.S. HIGHWAY 56 FOR 3.1 KM (1.90 MI) TO A
 JE1809'Y-INTERSECTION WHERE THE HIGHWAY CURVES WEST AT MILE MARKER 400.
 JE1809'CONTINUE STRAIGHT AHEAD, SOUTH ON THE GRAVEL ROAD FOR 0.1 KM (0.05 MI)
 JE1809'TO A GRAVEL CROSSROAD.  CONTINUE SOUTH ON THE GRAVEL ROAD FOR 3.2 KM
 JE1809'(2.00 MI) TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST ON THE GRAVEL
 JE1809'ROAD FOR 0.9 KM (0.55 MI) TO THE STATION ON THE LEFT. THE STATION MARK
 JE1809'IS A STANDARD CGS DISK SET IN TOP OF A 28 CM SQUARE CONCRETE MONUMENT
 JE1809'FLUSH WITH GROUND.  LOCATED 14.63 M (48.00 FT) WEST FROM THE CENTER OF
 JE1809'A PASTURE ENTRANCE ROAD, 7.16 M (23.49 FT) SOUTH FROM THE CENTER OF
 JE1809'THE GRAVEL ROAD, 1.25 M (4.10 FT) WEST FROM A WOOD POWERLINE POLE AND
 JE1809'0.91 M (2.99 FT) NORTH FROM A FIBERGLASS WITNESS POST IN THE EAST-WEST
 JE1809'BARBED WIRE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1792 ***********************************************************************
 JE1792  DESIGNATION -  DRAGOON
 JE1792  PID         -  JE1792
 JE1792  STATE/COUNTY-  KS/OSAGE
 JE1792  USGS QUAD   -  VASSAR (1965)
 JE1792
 JE1792                         *CURRENT SURVEY CONTROL
 JE1792  ___________________________________________________________________
 JE1792* NAD 83(1997)-  38 38 58.09963(N)    095 34 13.30740(W)     ADJUSTED  
 JE1792* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 JE1792  ___________________________________________________________________
 JE1792  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 JE1792  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JE1792
 JE1792  HORZ ORDER  -  THIRD
 JE1792
 JE1792.The horizontal coordinates were established by classical geodetic methods
 JE1792.and adjusted by the National Geodetic Survey in October 1998..
 JE1792
 JE1792.The orthometric height was scaled from a topographic map.
 JE1792
 JE1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1792
 JE1792.The geoid height was determined by GEOID03.
 JE1792
 JE1792;                    North         East     Units Scale Factor Converg.
 JE1792;SPC KS S     -   624,077.236   654,993.794   MT  1.00001743   +1 48 01.2
 JE1792;SPC KS N     -    37,932.069   611,482.280   MT  1.00001152   +1 32 14.2
 JE1792;UTM  15      - 4,281,014.083   276,317.083   MT  1.00021618   -1 36 21.6
 JE1792
 JE1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1792!SPC KS S     -   0.99995470  x   1.00001743  =   0.99997213
 JE1792!SPC KS N     -   0.99995470  x   1.00001152  =   0.99996622
 JE1792!UTM  15      -   0.99995470  x   1.00021618  =   1.00017087
 JE1792
 JE1792:                Primary Azimuth Mark                     Grid Az
 JE1792:SPC KS S     -  DRAGOON AZ MK                            074 56 07.4
 JE1792:SPC KS N     -  DRAGOON AZ MK                            075 11 54.4
 JE1792:UTM  15      -  DRAGOON AZ MK                            078 20 30.2
 JE1792
 JE1792|---------------------------------------------------------------------|
 JE1792| PID    Reference Object                     Distance      Geod. Az  |
 JE1792|                                                           dddmmss.s |
 JE1792| CL5085 DRAGOON AZ MK                                      0764408.6 |
 JE1792| CL5086 DRAGOON RM 1                         14.240 METERS 21245     |
 JE1792| CL5087 DRAGOON RM 2                          9.981 METERS 30312     |
 JE1792|---------------------------------------------------------------------|
 JE1792
 JE1792                          SUPERSEDED SURVEY CONTROL
 JE1792
 JE1792  NAD 83(1986)-  38 38 58.10641(N)    095 34 13.30876(W) AD(       ) 3
 JE1792  NAD 27      -  38 38 58.07500(N)    095 34 12.37200(W) AD(       ) 3
 JE1792
 JE1792.Superseded values are not recommended for survey control.
 JE1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1792.See file dsdata.txt to determine how the superseded data were derived.
 JE1792
 JE1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7631781014(NAD 83)
 JE1792_MARKER: P = PIPE CAP
 JE1792_SETTING: 0 = UNSPECIFIED SETTING
 JE1792
 JE1792  HISTORY     - Date     Condition        Report By
 JE1792  HISTORY     - 1948     MONUMENTED       CGS
 JE1792
 JE1792                          STATION DESCRIPTION
 JE1792
 JE1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1792'LOCATED ABOUT 7 MILES WEST-NORTHWEST OF POMONA AND 5 MILES
 JE1792'NORTHWEST OF QUENEMO NEAR THE NORTH END OF A HIGH RIDGE IN
 JE1792'PASTURE LAND.  THE STATION IS ON LAND OWNED BY MR. HAROLD
 JE1792'FEATHERSTON AND IS ABOUT 0.25 MILE SOUTHWEST OF THE FARM
 JE1792'HOUSE.  THE MARK IS SET IN CONCRETE IN TOP OF A 3-INCH CAST IRON
 JE1792'PIPE AND IS STAMPED DRAGOON 1948.  IT PROJECTS 3 INCHES.
 JE1792'
 JE1792'REFERENCE MARK NO. 1 IS STAMPED DRAGOON NO 1 1948.  THE MARK
 JE1792'IS SET IN CONCRETE IN TOP OF A 3-INCH CAST IRON PIPE AND
 JE1792'PROJECTS 4 INCHES.
 JE1792'
 JE1792'REFERENCE MARK NO. 2 IS STAMPED DRAGOON NO 2 1948.  THE MARK
 JE1792'IS WELDED ON TOP OF A 3-INCH CAST IRON PIPE AND PROJECTS
 JE1792'5 INCHES.
 JE1792'
 JE1792'AZIMUTH MARK IS AT THE NORTHEAST CORNER OF A FARM YARD, 39.5
 JE1792'FEET EAST OF THE CENTER OF THE DRIVEWAY SOUTH, 24.5 FEET
 JE1792'SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND 1 FOOT WEST
 JE1792'OF A POWER LINE POLE.  IT IS STAMPED DRAGOON 1948 AND PROJECTS
 JE1792'4 INCHES.
 JE1792'
 JE1792'TO REACH FROM THE POST OFFICE IN POMONA, GO WEST ON STATE
 JE1792'HIGHWAY 68 FOR 4.2 MILES TO A CROSSROAD AT A POINT WHERE
 JE1792'STATE 68 TURNS SOUTH, TURN RIGHT, NORTH, FOR 3.15 MILES
 JE1792'TO A CROSSROAD AND A SCHOOL HOUSE IN THE NORTHEAST ANGLE,
 JE1792'TURN LEFT, WEST, FOR 1.5 MILES TO THE AZIMUTH MARK ON THE
 JE1792'LEFT, CONTINUE WEST AND NORTH FOR 0.4 MILE TO AN INTERSECTION
 JE1792'AND A BRIDGE TO THE SOUTHWEST, TURN SHARP LEFT ACROSS BRIDGE
 JE1792'AND FOLLOW MAIN ROAD WEST FOR 0.4 MILE TO A REVERSE
 JE1792'Y-INTERSECTION, CONTINUE WEST FOR 0.05 MILE TO A WIRE GATE ON THE
 JE1792'LEFT IN AN EAST-WEST FENCE LINE.  PASS THROUGH GATE AND
 JE1792'GO SOUTH-SOUTHEAST ALONG THE EAST SIDE OF A DITCH FOR ABOUT 0.1
 JE1792'MILE TO THE SOUTH END OF THE RIDGE, CIRCLE LEFT,
 JE1792'NORTHEASTERLY, ALONG THE TOP OF THE RIDGE FOR 0.1 MILE
 JE1792'TO THE STATION NEAR THE NORTH END OF THE RIDGE.
 JE1792'
 JE1792'A 4 FOOT SIGNAL AT MICHIGAN IS VISIBLE FROM THE GROUND.
 JE1792'
 JE1792'A 100 FOOT SIGNAL AT LOMAX IS VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0739 ***********************************************************************
 KH0739  DESIGNATION -  DRESDEN
 KH0739  PID         -  KH0739
 KH0739  STATE/COUNTY-  KS/DECATUR
 KH0739  USGS QUAD   -  DRESDEN SOUTH (1978)
 KH0739
 KH0739                         *CURRENT SURVEY CONTROL
 KH0739  ___________________________________________________________________
 KH0739* NAD 83(1997)-  39 36 11.75367(N)    100 26 30.30684(W)     ADJUSTED  
 KH0739* NAVD 88     -       828.     (meters)    2717.     (feet)  SCALED    
 KH0739  ___________________________________________________________________
 KH0739  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 KH0739  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 KH0739
 KH0739  HORZ ORDER  -  THIRD
 KH0739
 KH0739.The horizontal coordinates were established by classical geodetic methods
 KH0739.and adjusted by the National Geodetic Survey in October 1998..
 KH0739
 KH0739.The orthometric height was scaled from a topographic map.
 KH0739
 KH0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0739
 KH0739.The geoid height was determined by GEOID03.
 KH0739
 KH0739;                    North         East     Units Scale Factor Converg.
 KH0739;SPC KS N     -   143,806.909   190,318.199   MT  0.99997574   -1 32 41.8
 KH0739;UTM  14      - 4,384,717.889   376,220.753   MT  0.99978863   -0 55 09.1
 KH0739
 KH0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0739!SPC KS N     -   0.99987395  x   0.99997574  =   0.99984969
 KH0739!UTM  14      -   0.99987395  x   0.99978863  =   0.99966261
 KH0739
 KH0739|---------------------------------------------------------------------|
 KH0739| PID    Reference Object                     Distance      Geod. Az  |
 KH0739|                                                           dddmmss.s |
 KH0739| CN9191 DRESDEN RM 1                         15.017 METERS 02837     |
 KH0739| KH0028 L 153                                37.916 METERS 20907     |
 KH0739| KH0029 M 153                                              2334958.2 |
 KH0739| KH0810 SELDEN MUNICIPAL TANK               APPROX.12.9 KM 2373538.0 |
 KH0739|---------------------------------------------------------------------|
 KH0739
 KH0739                          SUPERSEDED SURVEY CONTROL
 KH0739
 KH0739  NAD 83(1997)-  39 36 11.75703(N)    100 26 30.30915(W) AD(       ) 3
 KH0739  NAD 83(1986)-  39 36 11.75812(N)    100 26 30.30959(W) AD(       ) 3
 KH0739  NAD 27      -  39 36 11.74600(N)    100 26 28.80900(W) AD(       ) 3
 KH0739
 KH0739.Superseded values are not recommended for survey control.
 KH0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0739.See file dsdata.txt to determine how the superseded data were derived.
 KH0739
 KH0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7622184718(NAD 83)
 KH0739_MARKER: DS = TRIANGULATION STATION DISK
 KH0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0739
 KH0739  HISTORY     - Date     Condition        Report By
 KH0739  HISTORY     - 1950     MONUMENTED       CGS
 KH0739
 KH0739                          STATION DESCRIPTION
 KH0739
 KH0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0739'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF DRESDEN,
 KH0739'71 FEET EAST OF CENTER OF A NORTH-SOUTH ROAD, 42 FEET SOUTH
 KH0739'OF THE SOUTH RAIL OF THE RAIL ROAD TRACKS, 39 FEET NORTH OF
 KH0739'CENTER OF U.S. HIGHWAY NO. 383, AND 10 FEET NORTHEAST OF A
 KH0739'TELEPHONE POLE BEARING A TRIANGLE BLAZE.  IT PROJECTS 4 INCHES
 KH0739'AND IS STAMPED DRESDEN 1950.
 KH0739'
 KH0739'REFERENCE MARK NO. 1 IS 115 FEET EAST OF CENTER OF A NORTH-SOUTH
 KH0739'ROAD, 50 FEET NORTH OF CENTER OF U.S. HIGHWAY NO. 383, AND 31
 KH0739'FEET SOUTH OF THE SOUTH RAIL OF THE RAIL ROAD TRACKS.  IT PROJECTS
 KH0739'4 INCHES AND IS STAMPED DRESDEN NO 1 1950.
 KH0739'
 KH0739'REFERENCE MARK NO. 2 (BENCH MARK L 153) IS A STANDARD U.S.
 KH0739'COAST AND GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN THE NORTH
 KH0739'END OF A CONCRETE CULVERT.  34 FEET WEST OF CENTER OF A
 KH0739'NORTH-SOUTH ROAD, 16 FEET NORTH OF CENTER OF U.S. HIGHWAY NO.
 KH0739'383, AND 4 FEET WEST OF A CULVERT GUARD POST.  IT IS STAMPED
 KH0739'L 153 1934.
 KH0739'
 KH0739'THE AZIMUTH MARK (BENCH MARK M 153) IS A STANDARD U.S. COAST
 KH0739'AND GEODETIC SURVEY BENCH MARK DISK SET IN A ROUND CEMENT
 KH0739'POST 12 INCHES IN DIAMETER, PROJECTING 4 INCHES, AND IS STAMPED
 KH0739'M 153 1934.  IT IS 44 FEET SOUTH OF THE SOUTH RAIL OF THE RAIL
 KH0739'ROAD TRACKS 37 FEET NORTH OF CENTER OF U.S. HIGHWAY NO. 383,
 KH0739'AND 1 FOOT EAST OF A WITNESS POST.
 KH0739'
 KH0739'TO REACH THE STATION FROM THE RAIL ROAD DEPOT IN DRESDEN GO
 KH0739'SOUTHWEST ON U.S. HIGHWAY NO. 383 FOR 1.5 MILES TO THE STATION
 KH0739'ON THE RIGHT AS DESCRIBED.
 KH0739'
 KH0739'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON
 KH0739'U.S. HIGHWAY NO. 383 FOR 2.1 MILES TO THE AZIMUTH MARK ON
 KH0739'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0740 ***********************************************************************
 KH0740  DESIGNATION -  DRESDEN R IS RR SHORTWAVE TWR
 KH0740  PID         -  KH0740
 KH0740  STATE/COUNTY-  KS/DECATUR
 KH0740  USGS QUAD   -  DRESDEN SOUTH (1978)
 KH0740
 KH0740                         *CURRENT SURVEY CONTROL
 KH0740  ___________________________________________________________________
 KH0740* NAD 83(1997)-  39 37 21.26970(N)    100 25 11.66185(W)     ADJUSTED  
 KH0740* NAVD 88     -                                                        
 KH0740  ___________________________________________________________________
 KH0740  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 KH0740  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 KH0740
 KH0740  HORZ ORDER  -  THIRD
 KH0740
 KH0740.The horizontal coordinates were established by classical geodetic methods
 KH0740.and adjusted by the National Geodetic Survey in October 1998..
 KH0740
 KH0740
 KH0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0740
 KH0740.The geoid height was determined by GEOID03.
 KH0740
 KH0740;                    North         East     Units Scale Factor Converg.
 KH0740;SPC KS N     -   145,899.672   192,251.012   MT  0.99997787   -1 31 52.0
 KH0740;UTM  14      - 4,386,831.228   378,130.236   MT  0.99978286   -0 54 20.2
 KH0740
 KH0740                          SUPERSEDED SURVEY CONTROL
 KH0740
 KH0740  NAD 83(1997)-  39 37 21.27352(N)    100 25 11.66380(W) AD(       ) 4
 KH0740  NAD 83(1986)-  39 37 21.27403(N)    100 25 11.66440(W) AD(       ) 4
 KH0740  NAD 27      -  39 37 21.26200(N)    100 25 10.16500(W) AD(       ) 3
 KH0740
 KH0740.Superseded values are not recommended for survey control.
 KH0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0740.See file dsdata.txt to determine how the superseded data were derived.
 KH0740
 KH0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7813086831(NAD 83)
 KH0740_MARKER: 43 = RADIO/TV TOWER
 KH0740
 KH0740  HISTORY     - Date     Condition        Report By
 KH0740  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0740
 KH0740                          STATION DESCRIPTION
 KH0740
 KH0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0740'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF TOWN, 150 FEET
 KH0740'WEST OF THE RAIL ROAD TRACKS.
 KH0740'
 KH0740'IT IS A TWO-LEGGED WOODEN POLE STRUCTURE WITH TWO STEEL PLATES
 KH0740'FORMING A V, SITUATED ON TOP OF THE STRUCTURE.  ITS OVER ALL
 KH0740'HEIGHT IS APPROXIMATE 100 FEET.
 KH0740'
 KH0740'THE CENTER AND TOP OF THE TOWER WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0759 ***********************************************************************
 KH0759  DESIGNATION -  DRILL
 KH0759  PID         -  KH0759
 KH0759  STATE/COUNTY-  KS/SHERIDAN
 KH0759  USGS QUAD   -  MIDWAY DRAW EAST (1979)
 KH0759
 KH0759                         *CURRENT SURVEY CONTROL
 KH0759  ___________________________________________________________________
 KH0759* NAD 83(1997)-  39 13 09.31446(N)    100 18 02.70722(W)     ADJUSTED  
 KH0759* NAVD 88     -       821.     (meters)    2694.     (feet)  SCALED    
 KH0759  ___________________________________________________________________
 KH0759  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 KH0759  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 KH0759
 KH0759  HORZ ORDER  -  THIRD
 KH0759
 KH0759.The horizontal coordinates were established by classical geodetic methods
 KH0759.and adjusted by the National Geodetic Survey in October 1998..
 KH0759
 KH0759.The orthometric height was scaled from a topographic map.
 KH0759
 KH0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0759
 KH0759.The geoid height was determined by GEOID03.
 KH0759
 KH0759;                    North         East     Units Scale Factor Converg.
 KH0759;SPC KS N     -   100,871.027   201,340.615   MT  0.99995700   -1 27 20.6
 KH0759;UTM  14      - 4,341,913.891   387,712.091   MT  0.99975525   -0 49 21.1
 KH0759
 KH0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0759!SPC KS N     -   0.99987512  x   0.99995700  =   0.99983212
 KH0759!UTM  14      -   0.99987512  x   0.99975525  =   0.99963040
 KH0759
 KH0759|---------------------------------------------------------------------|
 KH0759| PID    Reference Object                     Distance      Geod. Az  |
 KH0759|                                                           dddmmss.s |
 KH0759| CN9193 DRILL RM 1                           13.005 METERS 15304     |
 KH0759| KH0760 PARK SAC HEART CATH CH CROSS        APPROX.12.7 KM 2025841.6 |
 KH0759| CN9194 DRILL RM 2                            8.644 METERS 26701     |
 KH0759| CN9192 DRILL AZ MK                                        2712943.7 |
 KH0759|---------------------------------------------------------------------|
 KH0759
 KH0759                          SUPERSEDED SURVEY CONTROL
 KH0759
 KH0759  NAD 83(1986)-  39 13 09.31907(N)    100 18 02.70917(W) AD(       ) 3
 KH0759  NAD 27      -  39 13 09.31100(N)    100 18 01.21800(W) AD(       ) 3
 KH0759
 KH0759.Superseded values are not recommended for survey control.
 KH0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0759.See file dsdata.txt to determine how the superseded data were derived.
 KH0759
 KH0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ8771241914(NAD 83)
 KH0759_MARKER: DS = TRIANGULATION STATION DISK
 KH0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0759
 KH0759  HISTORY     - Date     Condition        Report By
 KH0759  HISTORY     - 1950     MONUMENTED       CGS
 KH0759
 KH0759                          STATION DESCRIPTION
 KH0759
 KH0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0759'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTHEAST OF HOXIE,
 KH0759'10.5 MILES NORTH-NORTHWEST OF QUINTER AND 8.0 MILES NORTH-NORTHEAST
 KH0759'OF PARK.  IT IS 20 FEET SOUTH OF THE CENTER OF TRACK ROAD,
 KH0759'18 FEET WEST OF FENCE CORNER, 4 FEET NORTHEAST OF WITNESS
 KH0759'POST AND 3 FEET NORTH OF FENCE LINE.  IT IS STAMPED DRILL
 KH0759'1950 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KH0759'
 KH0759'REFERENCE MARK NO. 1 IS 59 FEET SOUTH OF THE CENTER OF TRACK
 KH0759'ROAD, 35 FEET SOUTH OF FENCE CORNER AND 1 FOOT EAST OF FENCE
 KH0759'LINE.  IT IS STAMPED DRILL NO 1 1950 AND PROJECTS 4 INCHES.
 KH0759'
 KH0759'REFERENCE MARK NO. 2 IS 22 FEET SOUTH OF THE CENTER OF TRACK
 KH0759'ROAD AND 2 FEET NORTH OF FENCE LINE.  IT IS STAMPED DRILL
 KH0759'NO 2 1950 AND PROJECTS 4 INCHES.
 KH0759'
 KH0759'THE AZIMUTH MARK IS 50 FEET SOUTH OF WINDMILL, 17 FEET NORTH
 KH0759'OF THE CENTER OF TRACK ROAD, 1 FOOT EAST OF FENCE CORNER AND
 KH0759'1 FOOT EAST OF WITNESS POST.  IT IS STAMPED DRILL 1950 AND
 KH0759'PROJECTS 5 INCHES.
 KH0759'
 KH0759'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO.
 KH0759'2 IS 60.0 FEET.
 KH0759'
 KH0759'TO REACH THE STATION FROM THE POST OFFICE IN PARK, GO EAST
 KH0759'FOR 0.1 MILE TO CROSS STREET, TURN LEFT AND GO NORTH ON
 KH0759'GRAVELED ROAD FOR 4.4 MILES TO T-ROAD, TURN RIGHT AND GO
 KH0759'EAST ON DIRT ROAD FOR 0.5 MILE TO CROSSROAD, TURN LEFT AND
 KH0759'GO NORTH FOR 3.0 MILES TO CROSSROADS, TURN RIGHT AND GO EAST
 KH0759'FOR 2.0 MILES TO CROSSROADS, CONTINUE EAST ON TRACK ROAD FOR
 KH0759'0.25 MILE TO AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 KH0759'EAST ON TRACK ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT
 KH0759'AS DESCRIBED.
 KH0759'
 KH0759'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1333 ***********************************************************************
 HF1333  DESIGNATION -  DRURY
 HF1333  PID         -  HF1333
 HF1333  STATE/COUNTY-  KS/SUMNER
 HF1333  USGS QUAD   -  SOUTH HAVEN (1965)
 HF1333
 HF1333                         *CURRENT SURVEY CONTROL
 HF1333  ___________________________________________________________________
 HF1333* NAD 83(1997)-  37 02 09.57476(N)    097 27 13.87642(W)     ADJUSTED  
 HF1333* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 HF1333  ___________________________________________________________________
 HF1333  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 HF1333  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 HF1333
 HF1333  HORZ ORDER  -  THIRD
 HF1333
 HF1333.The horizontal coordinates were established by classical geodetic methods
 HF1333.and adjusted by the National Geodetic Survey in October 1998..
 HF1333
 HF1333.The orthometric height was scaled from a topographic map.
 HF1333
 HF1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1333
 HF1333.The geoid height was determined by GEOID03.
 HF1333
 HF1333;                    North         East     Units Scale Factor Converg.
 HF1333;SPC KS S     -   441,512.611   493,078.256   MT  1.00005334   +0 38 34.4
 HF1333;SPC OK N     -   226,049.421   648,593.066   MT  1.00006024   +0 19 20.3
 HF1333;SPC OK N     -   741,630.48  2,127,925.75   sFT  1.00006024   +0 19 20.3
 HF1333;UTM  14      - 4,099,982.879   637,509.693   MT  0.99983294   +0 55 53.1
 HF1333
 HF1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1333!SPC KS S     -   0.99995048  x   1.00005334  =   1.00000382
 HF1333!SPC OK N     -   0.99995048  x   1.00006024  =   1.00001072
 HF1333!UTM  14      -   0.99995048  x   0.99983294  =   0.99978343
 HF1333
 HF1333|---------------------------------------------------------------------|
 HF1333| PID    Reference Object                     Distance      Geod. Az  |
 HF1333|                                                           dddmmss.s |
 HF1333| CL5089 DRURY RM 1                           10.144 METERS 06124     |
 HF1333| HF1337 HUNNEWELL GOLDEN RULE N ELEV        APPROX. 5.2 KM 1304320.8 |
 HF1333| HF1335 DRURY NEW ERA MILLING CO ELEV       APPROX. 2.0 KM 2690206.3 |
 HF1333| CL5090 DRURY RM 2                            8.674 METERS 30245     |
 HF1333| CL5088 DRURY AZ MK                                        3524434.4 |
 HF1333|---------------------------------------------------------------------|
 HF1333
 HF1333                          SUPERSEDED SURVEY CONTROL
 HF1333
 HF1333  NAD 83(1997)-  37 02 09.57691(N)    097 27 13.87512(W) AD(       ) 3
 HF1333  NAD 83(1986)-  37 02 09.58424(N)    097 27 13.86788(W) AD(       ) 3
 HF1333  NAD 27      -  37 02 09.49806(N)    097 27 12.69396(W) AD(       ) 3
 HF1333
 HF1333.Superseded values are not recommended for survey control.
 HF1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1333.See file dsdata.txt to determine how the superseded data were derived.
 HF1333
 HF1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3751099983(NAD 83)
 HF1333_MARKER: DS = TRIANGULATION STATION DISK
 HF1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1333
 HF1333  HISTORY     - Date     Condition        Report By
 HF1333  HISTORY     - 1957     MONUMENTED       CGS
 HF1333  HISTORY     - 1960     GOOD             CGS
 HF1333
 HF1333                          STATION DESCRIPTION
 HF1333
 HF1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1333'LOCATED ABOUT 1-1/2 MILES EAST OF THE VILLAGE OF DRURY,
 HF1333'ABOUT 4 MILES WEST AND 1 MILE SOUTH OF SOUTH HAVEN, 0.35
 HF1333'MILE SOUTH OF U.S. HIGHWAY 81, ON THE RIGHT-OF-WAY OF THE
 HF1333'ATCHISON, TOPEKA AND SANTA FE RAILROAD, IN THE NORTHWEST
 HF1333'1/4 OF SECTION 5, T 35 S, R 1 W.
 HF1333'
 HF1333'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 81 AND 177 IN
 HF1333'SOUTH HAVEN, BY GOING WESTERLY ON HIGHWAY 81 FOR 2.3 MILES TO
 HF1333'CROSSROADS, CONTINUE WEST ON HIGHWAY 81 FOR 0.95 MILE TO THE
 HF1333'AZIMUTH MARK ON THE LEFT, CONTINUE WEST FOR 229 FEET TO
 HF1333'CROSSROADS, TURN LEFT, SOUTH, FOR 0.35 MILE TO A DIM TRACK
 HF1333'ROAD LEFT, JUST AFTER CROSSING RAILROAD TRACKS, TURN LEFT
 HF1333'ON DIM TRACKS FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 HF1333'
 HF1333'STATION MARKS ARE STANDARD DISKS, STAMPED DRURY 1957.  THE
 HF1333'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 HF1333'POST PROJECTING 1 INCH.  IT IS 452 FEET EAST OF THE CENTER
 HF1333'OF A NORTH-SOUTH ROAD, 43 FEET SOUTH OF THE SOUTH RAIL OF
 HF1333'THE RAILROAD TRACKS, 6 FEET SOUTH OF A TRIANGLE BLAZE ON THE
 HF1333'NORTH SIDE OF A TELEPHONE POLE AND 5 FEET NORTH OF AN
 HF1333'EAST-WEST FENCE.  THE UNDERGROUND MARK WAS SET IN AN
 HF1333'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 HF1333'A WHITE POST WAS SET 5 FEET SOUTH OF THE MARK.
 HF1333'
 HF1333'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DRURY NO 1
 HF1333'1957, SET IN THE TOP OF A 8-INCH, SQUARE, CONCRETE POST PROJECTING
 HF1333'6 INCHES.  IT IS 470 FEET EAST OF THE CENTER OF THE
 HF1333'NORTH-SOUTH ROAD, 31 FEET EAST-NORTHEAST OF THE TRIANGLE
 HF1333'BLAZE, 22 FEET SOUTH OF THE SOUTH RAIL AND 21 FEET NORTH
 HF1333'OF THE FENCE.
 HF1333'
 HF1333'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DRURY NO 2 1957,
 HF1333'SET IN THE TOP OF A 8-INCH, SQUARE, CONCRETE POST PROJECTING
 HF1333'5 INCHES.  IT IS 431 FEET EAST OF THE CENTER OF THE ROAD,
 HF1333'25 FEET NORTHWEST OF THE TRIANGLE BLAZE, 22 FEET SOUTH OF THE
 HF1333'SOUTH RAIL AND 21 FEET NORTH OF THE EAST-WEST FENCE.
 HF1333'
 HF1333'AZIMUTH MARK IS A STANDARD DISK, STAMPED DRURY 1957, SET
 HF1333'IN THE TOP OF A 8-INCH, SQUARE, CONCRETE POST PROJECTING
 HF1333'6 INCHES.  IT IS 229 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 HF1333'ROAD, 69 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 48 FEET
 HF1333'WEST OF A POWERLINE POLE, 28 FEET SOUTH OF THE CENTER OF
 HF1333'U.S. HIGHWAY 81 AND 1 FOOT NORTH OF A ROAD RIGHT-OF-WAY FENCE.
 HF1333'A WHITE POST WAS SET 1 FOOT EAST OF THE MARK.
 HF1333
 HF1333                          STATION RECOVERY (1960)
 HF1333
 HF1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 HF1333'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HF1333'AS DESCRIBED.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY
 HF1333'81 WILL DESTROY THE AZIMUTH MARK, SO IT WAS MOVED ON LINE
 HF1333'TOWARD THE STATION.  A DESCRIPTION OF THE AZIMUTH MARK
 HF1333'FOLLOWS.
 HF1333'
 HF1333'AZIMUTH MARK (RESET) IS 0.35 MILE NORTH OF THE STATION,
 HF1333'230 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD,
 HF1333'49 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 81, 4 FEET WEST OF THE
 HF1333'SECOND POWER POLE EAST OF THE CROSSROADS, AND 1 FOOT EAST
 HF1333'OF A STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 HF1333'THE DISK IS STAMPED DRURY 1957 RESET 1960.
 HF1333'
 HF1333'A NEW STEEL WITNESS POST WAS PLACED 5 FEET SOUTH OF THE
 HF1333'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1335 ***********************************************************************
 HF1335  DESIGNATION -  DRURY NEW ERA MILLING CO ELEV
 HF1335  PID         -  HF1335
 HF1335  STATE/COUNTY-  KS/SUMNER
 HF1335  USGS QUAD   -  SOUTH HAVEN (1965)
 HF1335
 HF1335                         *CURRENT SURVEY CONTROL
 HF1335  ___________________________________________________________________
 HF1335* NAD 83(1997)-  37 02 08.45128(N)    097 28 36.49059(W)     ADJUSTED  
 HF1335* NAVD 88     -                                                        
 HF1335  ___________________________________________________________________
 HF1335  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 HF1335  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HF1335
 HF1335  HORZ ORDER  -  THIRD
 HF1335
 HF1335.The horizontal coordinates were established by classical geodetic methods
 HF1335.and adjusted by the National Geodetic Survey in October 1998..
 HF1335
 HF1335
 HF1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1335
 HF1335.The geoid height was determined by GEOID03.
 HF1335
 HF1335;                    North         East     Units Scale Factor Converg.
 HF1335;SPC KS S     -   441,455.319   491,036.942   MT  1.00005343   +0 37 43.6
 HF1335;SPC OK N     -   226,003.541   646,551.450   MT  1.00006016   +0 18 31.5
 HF1335;SPC OK N     -   741,479.95  2,121,227.55   sFT  1.00006016   +0 18 31.5
 HF1335;UTM  14      - 4,099,915.318   635,469.151   MT  0.99982608   +0 55 03.3
 HF1335
 HF1335                          SUPERSEDED SURVEY CONTROL
 HF1335
 HF1335  NAD 83(1997)-  37 02 08.45350(N)    097 28 36.48921(W) AD(       ) 4
 HF1335  NAD 83(1986)-  37 02 08.46068(N)    097 28 36.48175(W) AD(       ) 4
 HF1335  NAD 27      -  37 02 08.37639(N)    097 28 35.31471(W) AD(       ) 3
 HF1335
 HF1335.Superseded values are not recommended for survey control.
 HF1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1335.See file dsdata.txt to determine how the superseded data were derived.
 HF1335
 HF1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF3546999915(NAD 83)
 HF1335
 HF1335  HISTORY     - Date     Condition        Report By
 HF1335  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1335
 HF1335                          STATION DESCRIPTION
 HF1335
 HF1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1335'LOCATED IN THE NORTH EDGE OF THE VILLAGE OF DRURY, 0.2 MILE
 HF1335'WEST OF U.S. HIGHWAY 81 AND 0.15 MILE NORTH OF U.S. HIGHWAY
 HF1335'81.  (NEAR THE VILLAGE THE HIGHWAY GOES SOUTH THEN WEST).
 HF1335'
 HF1335'IT IS A WOOD FRAME BUILDING, COVERED WITH SHEET METAL,
 HF1335'75 FEET HIGH.  THE POINT INTERSECTED WAS THE CENTER OF THE
 HF1335'HEADHOUSE OF THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0876 ***********************************************************************
 KE0876  CBN         -  This is a Cooperative Base Network Control Station.
 KE0876  DESIGNATION -  DRY
 KE0876  PID         -  KE0876
 KE0876  STATE/COUNTY-  KS/WABAUNSEE
 KE0876  USGS QUAD   -  WILLARD (1972)
 KE0876
 KE0876                         *CURRENT SURVEY CONTROL
 KE0876  ___________________________________________________________________
 KE0876* NAD 83(1997)-  39 03 29.56117(N)    095 59 14.02560(W)     ADJUSTED  
 KE0876* NAVD 88     -       327.035  (meters)    1072.95   (feet)  ADJUSTED  
 KE0876  ___________________________________________________________________
 KE0876  X           -    -517,308.270 (meters)                     COMP
 KE0876  Y           -  -4,932,434.730 (meters)                     COMP
 KE0876  Z           -   3,997,523.850 (meters)                     COMP
 KE0876  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 KE0876  ELLIP HEIGHT-         296.24  (meters)          (08/16/04) GPS OBS
 KE0876  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 KE0876  DYNAMIC HT  -         326.823 (meters)    1072.25  (feet)  COMP
 KE0876  MODELED GRAV-     979,967.7   (mgal)                       NAVD 88
 KE0876
 KE0876  HORZ ORDER  -  B
 KE0876  VERT ORDER  -  SECOND    CLASS 0
 KE0876  ELLP ORDER  -  FOURTH    CLASS II
 KE0876
 KE0876.The horizontal coordinates were established by GPS observations
 KE0876.and adjusted by the National Geodetic Survey in December 1997..
 KE0876
 KE0876.The orthometric height was determined by differential leveling
 KE0876.and adjusted by the National Geodetic Survey in June 1991..
 KE0876
 KE0876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE0876
 KE0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0876
 KE0876.The ellipsoidal height was determined by GPS observations
 KE0876.and is referenced to NAD 83.
 KE0876
 KE0876.The geoid height was determined by GEOID03.
 KE0876
 KE0876.The dynamic height is computed by dividing the NAVD 88
 KE0876.geopotential number by the normal gravity value computed on the
 KE0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0876.degrees latitude (g = 980.6199 gals.).
 KE0876
 KE0876.The modeled gravity was interpolated from observed gravity values.
 KE0876
 KE0876;                    North         East     Units Scale Factor Converg.
 KE0876;SPC KS N     -    82,405.290   574,195.243   MT  0.99996247   +1 16 24.6
 KE0876;UTM  15      - 4,327,484.363   241,518.298   MT  1.00042277   -1 52 60.0
 KE0876;UTM  14      - 4,327,557.360   760,692.187   MT  1.00043690   +1 53 58.0
 KE0876
 KE0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0876!SPC KS N     -   0.99995352  x   0.99996247  =   0.99991600
 KE0876!UTM  15      -   0.99995352  x   1.00042277  =   1.00037627
 KE0876!UTM  14      -   0.99995352  x   1.00043690  =   1.00039040
 KE0876
 KE0876:                Primary Azimuth Mark                     Grid Az
 KE0876:SPC KS N     -  TOPEKA TV STA KTSB TOWER                 076 20 36.6
 KE0876:UTM  15      -  TOPEKA TV STA KTSB TOWER                 079 30 01.2
 KE0876:UTM  14      -  TOPEKA TV STA KTSB TOWER                 075 43 03.2
 KE0876
 KE0876|---------------------------------------------------------------------|
 KE0876| PID    Reference Object                     Distance      Geod. Az  |
 KE0876|                                                           dddmmss.s |
 KE0876| KE1258 TOPEKA TV STA KTSB TOWER            APPROX.17.9 KM 0773701.2 |
 KE0876| KE1256 TOPEKA TV STA KTWU MAST             APPROX.19.4 KM 0880301.8 |
 KE0876| KE1252 TOPEKA SECURITY ASSN FLAGPOLE       APPROX.19.9 KM 0883223.9 |
 KE0876| KE0877 DRY RM 1                             13.464 METERS 09054     |
 KE0876| KE1259 TOPEKA RURAL DIST 2 TANK            APPROX.14.9 KM 0942447.4 |
 KE0876| KF1023 MAPLE HILL TV STA WIBW TOWER        APPROX. 7.9 KM 2225827.9 |
 KE0876| KE0875 DRY RM 2                             13.820 METERS 26918     |
 KE0876| KF0197 MAPLE                               APPROX. 2.5 KM 2703615.6 |
 KE0876|---------------------------------------------------------------------|
 KE0876
 KE0876                          SUPERSEDED SURVEY CONTROL
 KE0876
 KE0876  ELLIP H (12/22/97)  296.25   (m)                       GP(       ) 4 1
 KE0876  NAD 83(1986)-  39 03 29.56775(N)    095 59 14.02206(W) AD(       ) 2
 KE0876  NAD 27      -  39 03 29.56992(N)    095 59 13.06089(W) AD(       ) 2
 KE0876  NAVD 88 (12/22/97)  327.04   (m)         1073.0    (f) LEVELING    3  
 KE0876  NGVD 29 (??/??/92)  326.894  (m)         1072.48   (f) ADJ UNCH    2 0
 KE0876
 KE0876.Superseded values are not recommended for survey control.
 KE0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0876.See file dsdata.txt to determine how the superseded data were derived.
 KE0876
 KE0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD4151827484(NAD 83)
 KE0876_MARKER: DE = TRAVERSE STATION DISK
 KE0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0876_STAMPING: DRY 1970
 KE0876_MARK LOGO: CGS   
 KE0876_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0876+STABILITY: SURFACE MOTION
 KE0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0876+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1997
 KE0876
 KE0876  HISTORY     - Date     Condition        Report By
 KE0876  HISTORY     - 1970     MONUMENTED       NGS
 KE0876  HISTORY     - 1970     GOOD             NGS
 KE0876  HISTORY     - 19970306 GOOD             NGS
 KE0876  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KE0876
 KE0876                          STATION DESCRIPTION
 KE0876
 KE0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KE0876'THE STATION IS LOCATED APPROXIMATELY 20 MILES SOUTHEAST
 KE0876'OF WAMEGO, 15 MILES WEST OF TOPEKA, 6 MILES NORTH-NORTHWEST
 KE0876'OF DOVER, ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 KE0876'70, IN THE NE 1/4 SECTION 32, T11S, R13E.
 KE0876'
 KE0876'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE
 KE0876'HIGHWAY 70 AND STATE HIGHWAY 99, WHICH IS 9 MILES EAST-SOUTHEAST
 KE0876'OF WAMEGO, GO EAST ON INTERSTATE 70 FOR 13.7 MILES TO WHERE
 KE0876'STATE HIGHWAY 30 CROSSES INTERSTATE 70, CONTINUE EAST ON
 KE0876'INTERSTATE 70 FOR 2.75 MILES TO THE STATION ATOP A GRASS
 KE0876'KNOLL ON THE RIGHT.
 KE0876'
 KE0876'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED DRY 1970.
 KE0876'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KE0876'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 KE0876'IT IS 70 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 KE0876'LANES OF INTERSTATE 70, 4.2 FEET NORTH OF A METAL WITNESS
 KE0876'POST AND 4.2 FEET NORTH OF A BARBED WIRE FENCE.  THE UNDERGROUND
 KE0876'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 KE0876'MONUMENT THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 KE0876'
 KE0876'REFERENCE MARK 1, A STANDARD DISK STAMPED DRY NO 1 1970,
 KE0876'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KE0876'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET SOUTH
 KE0876'OF THE CENTER LINE OF THE EASTBOUND LANES OF INTERSTATE
 KE0876'70, 44.5 FEET EAST OF THE WITNESS POST AND 4.0 FEET NORTH
 KE0876'OF THE FENCE.
 KE0876'
 KE0876'REFERENCE MARK 2, A STANDARD DISK STAMPED DRY NO 2 1970,
 KE0876'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KE0876'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET SOUTH
 KE0876'OF THE CENTER LINE OF THE EASTBOUND LANES OF INTERSTATE
 KE0876'70, 45.0 FEET WEST OF THE WITNESS POST AND 3.8 FEET NORTH
 KE0876'OF THE FENCE.
 KE0876'
 KE0876'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 KE0876
 KE0876                          STATION RECOVERY (1970)
 KE0876
 KE0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KE0876'16.3 MI E FROM ALMA.
 KE0876'ABOUT 16.3 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0876'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ON THE TOP OF A
 KE0876'SLOPING CUT THAT IS ABOUT 0.15 MILE LONG AND 8 FEET HIGH, 69 1/2
 KE0876'FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 KE0876'5 1/2 FEET NORTHEAST OF THE MORE WESTERLY OF TWO BRACE POLES IN
 KE0876'A FENCE, 4.2 FEET NORTH OF THE FENCE, 4.2 FEET NORTH OF A METAL
 KE0876'WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 KE0876'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT.
 KE0876'SECTION 32, T 11S, R 13E
 KE0876
 KE0876                          STATION RECOVERY (1997)
 KE0876
 KE0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KE0876'THE STATION IS LOCATED ABOUT 32.19 KM (20.00 MI) SOUTHEAST OF WAMEGO,
 KE0876'24.14 KM (15.00 MI) WEST OF TOPEKA, 9.66 KM (6.00 MI) NORTH-NORTHWEST
 KE0876'OF DOVER, ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70 AND IN
 KE0876'THE NORTHEAST PORTION OF SECTION 32, T 11 S, R 13 E. OWNERSHIP--KANSAS
 KE0876'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 KE0876'INTERCHANGE OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 99 (EXIT 328),
 KE0876'GO EAST ON INTERSTATE HIGHWAY 70 FOR 22.21 KM (13.80 MI) TO THE STATE
 KE0876'HIGHWAY 30 OVERPASS (EXIT 341).  CONTINUE EAST ON INTERSTATE HIGHWAY
 KE0876'70 FOR 4.43 KM (2.75 MI) TO THE STATION ON THE RIGHT, ON TOP OF GRASS
 KE0876'KNOLL, AT THE SOUTH RIGHT-OF-WAY FENCE.  ALSO, TO REACH FROM
 KE0876'INTERSTATE HIGHWAY 70 EXIT 346 (WILLARD, DOVER, ROSSVILLE EXIT AND
 KE0876'SHAWNEE-WABAUNSEE COUNTY LINE), GO WEST ON INTERSTATE HIGHWAY 70 FOR
 KE0876'3.3 KM (2.05 MI) TO MILE MARKER 344. CONTINUE WEST ON THE HIGHWAY FOR
 KE0876'0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.  THE STATION IS A
 KE0876'STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND CONCRETE MONUMENT
 KE0876'FLUSH WITH GROUND.  LOCATED 21.34 M (70.01 FT) SOUTH FROM THE CENTER
 KE0876'OF THE EASTBOUND LANES OF THE HIGHWAY AND 1.28 M (4.20 FT) NORTH FROM
 KE0876'A METAL WITNESS POST IN THE EAST-WEST RIGHT-OF-WAY FENCE LINE.
 KE0876
 KE0876                          STATION RECOVERY (2005)
 KE0876
 KE0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KE0876'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE KANSAS STATE
 KE0876'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KE0876'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0804 ***********************************************************************
 HE0804  DESIGNATION -  DRY
 HE0804  PID         -  HE0804
 HE0804  STATE/COUNTY-  KS/WILSON
 HE0804  USGS QUAD   -  MOREHEAD (1979)
 HE0804
 HE0804                         *CURRENT SURVEY CONTROL
 HE0804  ___________________________________________________________________
 HE0804* NAD 83(1997)-  37 23 57.19827(N)    095 33 43.47870(W)     ADJUSTED  
 HE0804* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 HE0804  ___________________________________________________________________
 HE0804  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 HE0804  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HE0804
 HE0804  HORZ ORDER  -  SECOND
 HE0804
 HE0804.The horizontal coordinates were established by classical geodetic methods
 HE0804.and adjusted by the National Geodetic Survey in October 1998..
 HE0804
 HE0804.The orthometric height was scaled from a topographic map.
 HE0804
 HE0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0804
 HE0804.The geoid height was determined by GEOID03.
 HE0804
 HE0804;                    North         East     Units Scale Factor Converg.
 HE0804;SPC KS S     -   485,400.748   660,086.712   MT  0.99997658   +1 48 19.6
 HE0804;UTM  15      - 4,142,241.686   273,213.780   MT  1.00023358   -1 33 24.4
 HE0804
 HE0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0804!SPC KS S     -   0.99995751  x   0.99997658  =   0.99993409
 HE0804!UTM  15      -   0.99995751  x   1.00023358  =   1.00019108
 HE0804
 HE0804:                Primary Azimuth Mark                     Grid Az
 HE0804:SPC KS S     -  THAYER MUNICIPAL TANK                    037 00 10.7
 HE0804:UTM  15      -  THAYER MUNICIPAL TANK                    040 21 54.7
 HE0804
 HE0804|---------------------------------------------------------------------|
 HE0804| PID    Reference Object                     Distance      Geod. Az  |
 HE0804|                                                           dddmmss.s |
 HE0804| HE0803 THAYER MUNICIPAL TANK               APPROX.12.8 KM 0384830.3 |
 HE0804| HE0810 CHERRYVALE MUNICIPAL STANDPIPE      APPROX.16.4 KM 1742709.2 |
 HE0804| CL5092 DRY RM 1                             28.608 METERS 21230     |
 HE0804| CL5091 DRY AZ MK                                          2653205.4 |
 HE0804| CL5093 DRY RM 2                             25.998 METERS 32347     |
 HE0804|---------------------------------------------------------------------|
 HE0804
 HE0804                          SUPERSEDED SURVEY CONTROL
 HE0804
 HE0804  NAD 83(1997)-  37 23 57.20236(N)    095 33 43.47818(W) AD(       ) 2
 HE0804  NAD 83(1986)-  37 23 57.20847(N)    095 33 43.46281(W) AD(       ) 2
 HE0804  NAD 27      -  37 23 56.98600(N)    095 33 42.53669(W) AD(       ) 2
 HE0804
 HE0804.Superseded values are not recommended for survey control.
 HE0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0804.See file dsdata.txt to determine how the superseded data were derived.
 HE0804
 HE0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7321442242(NAD 83)
 HE0804_MARKER: DS = TRIANGULATION STATION DISK
 HE0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0804
 HE0804  HISTORY     - Date     Condition        Report By
 HE0804  HISTORY     - 1965     MONUMENTED       CGS
 HE0804
 HE0804                          STATION DESCRIPTION
 HE0804
 HE0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0804'THE STATION IS 6-1/2 MILES EAST AND 1-1/2 MILES SOUTH OF NEODESHA,
 HE0804'3 MILES NORTHWEST OF MOREHEAD, IN THE SOUTHWEST QUARTER OF
 HE0804'SECTION 28, T 30 S, R 17 E, AND ON PROPERTY OWNED BY MR.
 HE0804'FRED IMEL.
 HE0804'
 HE0804'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF U.S.
 HE0804'HIGHWAYS 169 AND 160, WHICH IS 5 MILES NORTH OF CHERRYVALE AND
 HE0804'3 MILES SOUTH OF MOREHEAD, GO WEST ON HIGHWAY 160 FOR 0.35 MILE TO
 HE0804'THE JUNCTION OF STATE HIGHWAY 37.  TURN RIGHT AND GO NORTH
 HE0804'AND WEST ON HIGHWAY 37 FOR 4.3 MILES TO A SIDE ROAD ON THE
 HE0804'RIGHT, 0.2 MILE AFTER CROSSING A BRIDGE.  TURN RIGHT AND GO
 HE0804'NORTH ON A GRAVEL ROAD FOR 1.0 MILE TO A CROSSROAD AND CORRAL
 HE0804'IN THE NORTHWEST ANGLE.  CONTINUE NORTH FOR 0.05 MILE TO THE
 HE0804'STATION ON THE RIGHT.
 HE0804'
 HE0804'STATION MARK IS A STANDARD DISK STAMPED DRY 1964, SET IN THE
 HE0804'TOP OF A CONCRETE POST 14 INCHES BELOW THE SURFACE OF THE
 HE0804'GROUND.  IT IS 95 FEET NORTHEAST OF THE NORTHEAST CORNER
 HE0804'FENCE POST OF CORRAL, 85.5 FEET SOUTHEAST OF A NORTH GATE
 HE0804'POST, 29 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 HE0804'GRAVEL ROAD AND 4.5 FEET EAST OF A NORTH-SOUTH FENCE.
 HE0804'
 HE0804'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DRY NO 1 1964,
 HE0804'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0804'1 INCH.  IT IS 20 WEST OF THE CENTERLINE OF THE GRAVEL ROAD,
 HE0804'AND 1.5 FEET NORTHEAST OF THE NORTHEAST CORNER FENCE POST OF
 HE0804'CORRAL.
 HE0804'
 HE0804'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DRY NO 2 1964,
 HE0804'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 HE0804'PROJECTS 2 INCHES.  IT IS 20 FEET WEST OF THE CENTERLINE OF
 HE0804'THE GRAVEL ROAD, 7 FEET NORTHEAST OF THE NORTH GATE POST, AND
 HE0804'3 FEET SOUTHEAST OF A METAL WITNESS POST.
 HE0804'
 HE0804'AZIMUTH MARK IS A STANDARD DISK STAMPED DRY 1964, SET IN THE
 HE0804'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 HE0804'IT IS 48 FEET SOUTHWEST OF THE EAST GATE POST ACROSS GRAVEL
 HE0804'ROAD, 20 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD,
 HE0804'1 FOOT NORTH OF AN EAST-WEST FENCE AND 1 FOOT NORTH OF A METAL
 HE0804'WITNESS POST.
 HE0804'
 HE0804'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, 0.05 MILE SOUTH
 HE0804'OF THE STATION, GO WEST ON A GRAVEL ROAD FOR 0.6 MILE TO A
 HE0804'WIRE GATE ON THE RIGHT AND THE MARK ON THE LEFT.
 HE0804'
 HE0804'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0869 ***********************************************************************
 KF0869  DESIGNATION -  DRY
 KF0869  PID         -  KF0869
 KF0869  STATE/COUNTY-  KS/OTTAWA
 KF0869  USGS QUAD   -  AURORA SW (1965)
 KF0869
 KF0869                         *CURRENT SURVEY CONTROL
 KF0869  ___________________________________________________________________
 KF0869* NAD 83(1997)-  39 17 00.75104(N)    097 40 02.28697(W)     ADJUSTED  
 KF0869* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 KF0869  ___________________________________________________________________
 KF0869  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 KF0869  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 KF0869
 KF0869  HORZ ORDER  -  THIRD
 KF0869
 KF0869.The horizontal coordinates were established by classical geodetic methods
 KF0869.and adjusted by the National Geodetic Survey in October 1998..
 KF0869
 KF0869.The orthometric height was scaled from a topographic map.
 KF0869
 KF0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0869
 KF0869.The geoid height was determined by GEOID03.
 KF0869
 KF0869;                    North         East     Units Scale Factor Converg.
 KF0869;SPC KS N     -   105,536.898   428,703.757   MT  0.99995701   +0 12 37.8
 KF0869;UTM  14      - 4,349,088.771   614,940.741   MT  0.99976267   +0 50 38.0
 KF0869
 KF0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0869!SPC KS N     -   0.99993630  x   0.99995701  =   0.99989331
 KF0869!UTM  14      -   0.99993630  x   0.99976267  =   0.99969899
 KF0869
 KF0869|---------------------------------------------------------------------|
 KF0869| PID    Reference Object                     Distance      Geod. Az  |
 KF0869|                                                           dddmmss.s |
 KF0869| CN9196 DRY RM 1                              8.301 METERS 21815     |
 KF0869| CN9197 DRY RM 2                              8.740 METERS 32530     |
 KF0869| CN9195 DRY AZ MK                                          3585346.1 |
 KF0869|---------------------------------------------------------------------|
 KF0869
 KF0869                          SUPERSEDED SURVEY CONTROL
 KF0869
 KF0869  NAD 83(1986)-  39 17 00.75961(N)    097 40 02.28581(W) AD(       ) 3
 KF0869  NAD 27      -  39 17 00.77000(N)    097 40 01.16200(W) AD(       ) 3
 KF0869
 KF0869.Superseded values are not recommended for survey control.
 KF0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0869.See file dsdata.txt to determine how the superseded data were derived.
 KF0869
 KF0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1494149089(NAD 83)
 KF0869_MARKER: DS = TRIANGULATION STATION DISK
 KF0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0869_STAMPING: DRY 1950
 KF0869_MARK LOGO: CGS   
 KF0869_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0869+STABILITY: SURFACE MOTION
 KF0869
 KF0869  HISTORY     - Date     Condition        Report By
 KF0869  HISTORY     - 1950     MONUMENTED       CGS
 KF0869  HISTORY     - 1969     GOOD             CGS
 KF0869  HISTORY     - 1989     GOOD             KSDT
 KF0869  HISTORY     - 19890301 GOOD             KSDT
 KF0869
 KF0869                          STATION DESCRIPTION
 KF0869
 KF0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0869'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF DELPHOS AND
 KF0869'11.0 MILES NORTH AND 2.0 MILES EAST OF MINNEAPOLIS ON THE EAST
 KF0869'SIDE OF U.S. HIGHWAY NO 81.  IT IS 70 FEET EAST OF THE CENTER OF
 KF0869'U.S. HIGHWAY NO 81, 50 FEET NORTH OF DRIVEWAY INTO FIELD AND
 KF0869'51.6 FEET SOUTH OF POWER LINE POLE.  IT IS STAMPED DRY 1950 AND
 KF0869'SET FLUSH WITH THE GROUND SURFACE.
 KF0869'
 KF0869'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 53 FEET EAST OF
 KF0869'THE CENTER OF U.S. HIGHWAY NO 81.  IT IS STAMPED DRY NO 1 1950
 KF0869'AND SET FLUSH WITH THE GROUND SURFACE.
 KF0869'
 KF0869'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 53 FEET EAST OF
 KF0869'THE CENTER OF U.S. HIGHWAY NO 81 AND 35 FEET SOUTHWEST OF POWER
 KF0869'LINE POLE.  IT IS STAMPED DRY NO 2 1950 AND SET FLUSH WITH THE
 KF0869'GROUND SURFACE.
 KF0869'
 KF0869'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 44.98 FEET.
 KF0869'
 KF0869'THE AZIMUTH MARK IS ABOUT 0.95 MILE NORTH OF THE STATION, 60
 KF0869'FEET WEST OF THE CENTER OF U.S. HIGHWAY NO 81, 2 FEET SOUTHEAST
 KF0869'OF WITNESS POST AND 1 FOOT EAST OF POWER LINE POLE.  IT IS STAMPED
 KF0869'DRY 1950 AND PROJECTS 5 INCHES.
 KF0869'
 KF0869'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 81 AND
 KF0869'STATE ROUTE NO 41 ABOUT 5.0 MILES EAST OF DELPHOS, GO NORTH ON
 KF0869'U.S. HIGHWAY NO 81 FOR 0.45 MILE TO THE STATION ON THE EAST SIDE
 KF0869'AS DESCRIBED, CONTINUE NORTH ON U.S. HIGHWAY NO 81 FOR 0.95 MILE
 KF0869'TO THE AZIMUTH MARK ON THE WEST SIDE AS DESCRIBED.
 KF0869'
 KF0869'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 81
 KF0869'ABOUT 12-1/2 MILES SOUTH OF CONCORDIA, GO SOUTH ON U.S. HIGHWAY
 KF0869'81 FOR 4.65 MILES TO THE AZIMUTH MARK ON THE WEST SIDE AS
 KF0869'DESCRIBED, CONTINUE SOUTH ON U.S. HIGHWAY 81 FOR 0.9 MILE TO
 KF0869'THE STATION ON THE EAST SIDE AS DESCRIBED.
 KF0869'
 KF0869'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0869
 KF0869                          STATION RECOVERY (1969)
 KF0869
 KF0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0869'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KF0869'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KF0869'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KF0869'
 KF0869'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 KF0869'
 KF0869'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 KF0869'
 KF0869'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2 MILES
 KF0869'EAST-NORTHEAST OF DELPHOS.
 KF0869
 KF0869                          STATION RECOVERY (1989)
 KF0869
 KF0869'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0869'RECOVERED IN GOOD CONDITION.
 KF0869
 KF0869                          STATION RECOVERY (1989)
 KF0869
 KF0869'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0869'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0877 ***********************************************************************
 KE0877  DESIGNATION -  DRY RM 1
 KE0877  PID         -  KE0877
 KE0877  STATE/COUNTY-  KS/WABAUNSEE
 KE0877  USGS QUAD   -  WILLARD (1972)
 KE0877
 KE0877                         *CURRENT SURVEY CONTROL
 KE0877  ___________________________________________________________________
 KE0877* NAD 83(1986)-  39 03 29.     (N)    095 59 14.     (W)     SCALED    
 KE0877* NAVD 88     -       326.958  (meters)    1072.69   (feet)  ADJUSTED  
 KE0877  ___________________________________________________________________
 KE0877  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 KE0877  DYNAMIC HT  -         326.745 (meters)    1072.00  (feet)  COMP
 KE0877  MODELED GRAV-     979,967.7   (mgal)                       NAVD 88
 KE0877
 KE0877  VERT ORDER  -  SECOND    CLASS 0
 KE0877
 KE0877.The horizontal coordinates were scaled from a topographic map and have
 KE0877.an estimated accuracy of +/- 6 seconds.
 KE0877
 KE0877.The orthometric height was determined by differential leveling
 KE0877.and adjusted by the National Geodetic Survey in June 1991..
 KE0877
 KE0877.The geoid height was determined by GEOID03.
 KE0877
 KE0877.The dynamic height is computed by dividing the NAVD 88
 KE0877.geopotential number by the normal gravity value computed on the
 KE0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0877.degrees latitude (g = 980.6199 gals.).
 KE0877
 KE0877.The modeled gravity was interpolated from observed gravity values.
 KE0877
 KE0877;                    North         East    Units  Estimated Accuracy
 KE0877;SPC KS N     -    82,390.      574,200.      MT  (+/- 180 meters Scaled)
 KE0877
 KE0877                          SUPERSEDED SURVEY CONTROL
 KE0877
 KE0877  NGVD 29 (??/??/92)  326.816  (m)         1072.23   (f) ADJ UNCH    2 0
 KE0877
 KE0877.Superseded values are not recommended for survey control.
 KE0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0877.See file dsdata.txt to determine how the superseded data were derived.
 KE0877
 KE0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD415274(NAD 83)
 KE0877_MARKER: DR = REFERENCE MARK DISK
 KE0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0877_STAMPING: DRY NO 1 1970
 KE0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0877+STABILITY: SURFACE MOTION
 KE0877
 KE0877  HISTORY     - Date     Condition        Report By
 KE0877  HISTORY     - 1970     MONUMENTED       NGS
 KE0877  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KE0877
 KE0877                          STATION DESCRIPTION
 KE0877
 KE0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0877'16.3 MI E FROM ALMA.
 KE0877'ABOUT 16.3 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0877'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ON THE TOP OF A
 KE0877'SLOPING CUT THAT IS ABOUT 0.15 MILE LONG AND 8 FEET HIGH, 70 FEET
 KE0877'SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 4 FEET
 KE0877'NORTH OF A FENCE, 44.20 FEET EAST OF THE STATION MARK, ABOUT LEVEL
 KE0877'WITH THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST
 KE0877'LEVEL WITH THE GROUND.  SECTION 32, T 11S, R 13E
 KE0877
 KE0877                          STATION RECOVERY (2005)
 KE0877
 KE0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KE0877'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. THE KANSAS STATE
 KE0877'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KE0877'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0875 ***********************************************************************
 KE0875  DESIGNATION -  DRY RM 2
 KE0875  PID         -  KE0875
 KE0875  STATE/COUNTY-  KS/WABAUNSEE
 KE0875  USGS QUAD   -  WILLARD (1972)
 KE0875
 KE0875                         *CURRENT SURVEY CONTROL
 KE0875  ___________________________________________________________________
 KE0875* NAD 83(1986)-  39 03 29.     (N)    095 59 14.     (W)     SCALED    
 KE0875* NAVD 88     -       327.019  (meters)    1072.89   (feet)  ADJUSTED  
 KE0875  ___________________________________________________________________
 KE0875  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 KE0875  DYNAMIC HT  -         326.806 (meters)    1072.20  (feet)  COMP
 KE0875  MODELED GRAV-     979,967.7   (mgal)                       NAVD 88
 KE0875
 KE0875  VERT ORDER  -  SECOND    CLASS 0
 KE0875
 KE0875.The horizontal coordinates were scaled from a topographic map and have
 KE0875.an estimated accuracy of +/- 6 seconds.
 KE0875
 KE0875.The orthometric height was determined by differential leveling
 KE0875.and adjusted by the National Geodetic Survey in June 1991..
 KE0875
 KE0875.The geoid height was determined by GEOID03.
 KE0875
 KE0875.The dynamic height is computed by dividing the NAVD 88
 KE0875.geopotential number by the normal gravity value computed on the
 KE0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0875.degrees latitude (g = 980.6199 gals.).
 KE0875
 KE0875.The modeled gravity was interpolated from observed gravity values.
 KE0875
 KE0875;                    North         East    Units  Estimated Accuracy
 KE0875;SPC KS N     -    82,390.      574,200.      MT  (+/- 180 meters Scaled)
 KE0875
 KE0875                          SUPERSEDED SURVEY CONTROL
 KE0875
 KE0875  NGVD 29 (??/??/92)  326.878  (m)         1072.43   (f) ADJ UNCH    2 0
 KE0875
 KE0875.Superseded values are not recommended for survey control.
 KE0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0875.See file dsdata.txt to determine how the superseded data were derived.
 KE0875
 KE0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD415274(NAD 83)
 KE0875_MARKER: DR = REFERENCE MARK DISK
 KE0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0875_STAMPING: DRY NO 2 1970
 KE0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0875+STABILITY: SURFACE MOTION
 KE0875
 KE0875  HISTORY     - Date     Condition        Report By
 KE0875  HISTORY     - 1970     MONUMENTED       NGS
 KE0875  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KE0875
 KE0875                          STATION DESCRIPTION
 KE0875
 KE0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0875'16.3 MI E FROM ALMA.
 KE0875'ABOUT 16.3 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0875'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ON THE TOP OF A
 KE0875'SLOPING CUT THAT IS ABOUT 0.15 MILE LONG AND 8 FEET HIGH, 70 FEET
 KE0875'SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 KE0875'3 1/2 FEET NORTH OF A FENCE, 45.30 FEET WEST OF THE STATION
 KE0875'MARK, ABOUT 1 FOOT BELOW THE LEVEL OF THE STATION MARK, AND SET
 KE0875'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.  SECTION
 KE0875'32, T 11S, R 13E
 KE0875
 KE0875                          STATION RECOVERY (2005)
 KE0875
 KE0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KE0875'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. THE KANSAS STATE
 KE0875'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KE0875'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0804 ***********************************************************************
 JG0804  DESIGNATION -  DUBUQUE
 JG0804  PID         -  JG0804
 JG0804  STATE/COUNTY-  KS/RUSSELL
 JG0804  USGS QUAD   -  BEAVER (1969)
 JG0804
 JG0804                         *CURRENT SURVEY CONTROL
 JG0804  ___________________________________________________________________
 JG0804* NAD 83(1997)-  38 41 48.87166(N)    098 39 36.58978(W)     ADJUSTED  
 JG0804* NAVD 88     -       571.     (meters)    1873.     (feet)  SCALED    
 JG0804  ___________________________________________________________________
 JG0804  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JG0804  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 JG0804
 JG0804  HORZ ORDER  -  THIRD
 JG0804
 JG0804.The horizontal coordinates were established by classical geodetic methods
 JG0804.and adjusted by the National Geodetic Survey in October 1998..
 JG0804
 JG0804.The orthometric height was scaled from a topographic map.
 JG0804
 JG0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0804
 JG0804.The geoid height was determined by GEOID03.
 JG0804
 JG0804;                    North         East     Units Scale Factor Converg.
 JG0804;SPC KS N     -    40,570.113   342,569.526   MT  1.00000325   -0 25 03.7
 JG0804;SPC KS S     -   625,348.706   386,066.197   MT  1.00002836   -0 05 54.3
 JG0804;UTM  14      - 4,283,197.895   529,552.180   MT  0.99961075   +0 12 44.9
 JG0804
 JG0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0804!SPC KS N     -   0.99991447  x   1.00000325  =   0.99991772
 JG0804!SPC KS S     -   0.99991447  x   1.00002836  =   0.99994283
 JG0804!UTM  14      -   0.99991447  x   0.99961075  =   0.99952525
 JG0804
 JG0804|---------------------------------------------------------------------|
 JG0804| PID    Reference Object                     Distance      Geod. Az  |
 JG0804|                                                           dddmmss.s |
 JG0804| CK8581 DUBUQUE RM 1                          8.420 METERS 08724     |
 JG0804| CK8582 DUBUQUE RM 2                         12.339 METERS 26931     |
 JG0804| AI1250 DUBUQUE AZ MK                                      2730853.9 |
 JG0804|---------------------------------------------------------------------|
 JG0804
 JG0804                          SUPERSEDED SURVEY CONTROL
 JG0804
 JG0804  NAD 83(1986)-  38 41 48.87940(N)    098 39 36.58993(W) AD(       ) 3
 JG0804  NAD 27      -  38 41 48.84100(N)    098 39 35.31800(W) AD(       ) 3
 JG0804
 JG0804.Superseded values are not recommended for survey control.
 JG0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0804.See file dsdata.txt to determine how the superseded data were derived.
 JG0804
 JG0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH2955283198(NAD 83)
 JG0804_MARKER: DS = TRIANGULATION STATION DISK
 JG0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0804_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0804_STAMPING: DUBUQUE 1952
 JG0804_MARK LOGO: CGS   
 JG0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0804+STABILITY: SURFACE MOTION
 JG0804
 JG0804  HISTORY     - Date     Condition        Report By
 JG0804  HISTORY     - 1952     MONUMENTED       CGS
 JG0804  HISTORY     - 19810714 GOOD             NGS
 JG0804
 JG0804                          STATION DESCRIPTION
 JG0804
 JG0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0804'THE STATION IS ABOUT 10 MILES NORTH-NORTHWEST OF ODIN, 7-1/2
 JG0804'MILES NORTHEAST OF SUSANK, IN SECTION 33, T 15 S, R 12 W, NEAR
 JG0804'THE BARTON-RUSSELL COUNTY LINE, 30 FEET NORTH OF CENTER OF
 JG0804'GRAVELED ROAD, AND 4 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 JG0804'
 JG0804'TO REACH THE STATION FROM THE POST OFFICE IN ODIN, GO NORTH
 JG0804'ON A BLACKTOP ROAD FOR 9.0 MILES TO A T-INTERSECTION AT A CHURCH
 JG0804'AND SCHOOL ON THE LEFT, TURN LEFT AND GO WEST ON GRAVELED ROAD FOR
 JG0804'0.4 MILE TO A FORK, BEAR LEFT AND GO WEST FOR 2.4 MILES TO THE
 JG0804'STATION ON THE RIGHT, CONTINUE WEST FOR 0.6 MILE TO A SIDE ROAD
 JG0804'RIGHT, TURN RIGHT AND GO NORTH FOR 0.05 MILE TO THE AZIMUTH MARK
 JG0804'ON RIGHT.
 JG0804'
 JG0804'THE STAION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 JG0804'DUBUQUE 1952.
 JG0804'
 JG0804'REFERENCE MARK 1 IS 30 FEET NORTH OF CENTER OF GRAVELED ROAD
 JG0804'IN A FENCE LINE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS
 JG0804'STAMPED DUBUQUE NO 1 1952.
 JG0804'
 JG0804'REFERENCE MARK 2 IS 30 FEET NORTH OF CENTER OF GRAVELED ROAD
 JG0804'AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES,
 JG0804'AND THE DISK IS STAMPED DUBUQUE NO 2 1952.
 JG0804'
 JG0804'THE AZIMUTH MARK IS 35 FEET EAST OF THE CENTER OF A GRAVELED
 JG0804'ROAD, 3 FEET SOUTH OF A 4 X 4 INCH WITNESS POST, AND 1 FOOT
 JG0804'EAST OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES, AND THE DISK
 JG0804'IS STAMPED DUBUQUE 1952.
 JG0804
 JG0804                          STATION RECOVERY (1981)
 JG0804
 JG0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JG0804'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 JG0804'DESCRIBED.  THE AZIMUTH MARK WILL PROBABLY BE DESTROYED BY ROAD
 JG0804'CONSTRUCTION IN 1982, THEREFORE AN AZIMUTH MARK 2 WAS ESTABLISHED.
 JG0804'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AGREED WITH 1952 DATA.
 JG0804'A NEW ROUTE TO THE STATION WAS DETERMINED, THEREFORE, A NEW
 JG0804'DESCRIPTION FOLLOWS.  UNDERGROUND MARK WAS NOT INSPECTED.  THE STATION
 JG0804'IS ABOUT 7-1/2 MILES NORTHEAST OF SUSANK, 4 MILES (6.4 KM) NORTH OF
 JG0804'BEAVER, AT THE RUSSELL/BARTON COUNTY LINE, IN SEC 33, T 15 S, R 12 W
 JG0804'AND ON ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE POST OFFICE
 JG0804'IN BEAVER, GO EAST ON A GRADED STREET FOR 0.15 MILE (0.24 KM) TO A
 JG0804'PAVED COUNTY ROAD.  TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 3.9
 JG0804'MILES (6.3 KM) TO A T-ROAD AT THE COUNTY LINE. TURN RIGHT AND GO EAST
 JG0804'ON A GRADED ROAD FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE LEFT.
 JG0804'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRADED ROAD
 JG0804'FOR 0.5 MILE (0.8 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 JG0804'ON A GRADED ROAD FOR 0.1 MILE (0.2 KM) TO THE MARK ON THE RIGHT, 10.7
 JG0804'M (35.1 FT) EAST OF THE ROAD.  TO REACH AZIMUTH MARK 2 FROM THE
 JG0804'STATION, GO EAST ON THE GRADED ROAD FOR 0.4 MILE (0.6 KM) TO A SIDE
 JG0804'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRADED ROAD FOR 0.1
 JG0804'MILE (0.2 KM) TO THE MARK ON THE RIGHT.  SURFACE STATION MARK IS A
 JG0804'STANDARD DISK, STAMPED---DUBUQUE 1952---, SET IN THE TOP OF A ROUND
 JG0804'CONCRETE POST THAT IS FLUSH.  IT IS 9.1 M (29.9 FT) NORTH OF THE
 JG0804'CENERLINE OF THE ROAD AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 JG0804'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---DUBUQUE NO 1 1952---,
 JG0804'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 9.1 M
 JG0804'(29.9 FT) NORTH OF THE CENTERLINE OF THE ROAD AND 8.48 M (27.82 FT)
 JG0804'EAST OF THE WITNESS POST.  REFERENCE MARK 2 IS A STANDARD DISK,
 JG0804'STAMPED---DUBUQUE NO 2 1952---, SET IN THE TOP OF A ROUND CONCRETE
 JG0804'POST THAT IS FLUSH.  IT IS 9.1 M (29.9 FT) NORTH OF THE CENTERLINE OF
 JG0804'THE ROAD AND 12.44 M (40.81 FT) WEST OF THE WITNESS POST.  AZIMUTH
 JG0804'MARK 2 IS A STANDARD DISK, STAMPED---DUBUQUE 1952 NO 2 1981---, SET IN
 JG0804'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 14 CM.  IT IS 9.0 M
 JG0804'(29.5 FT) EAST OF THE CENTERLINE OF THE ROAD, 5.4 M (17.7 FT) SOUTH OF
 JG0804'THE CENTER OF THE GATE, 0.76 M (2.49 FT) WEST OF A FENCE, 0.73 M (2.40
 JG0804'FT) SOUTHWEST OF THE SOUTH GATE POST AND 0.49 M (1.61 FT) NORTH OF A
 JG0804'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0798 ***********************************************************************
 JG0798  DESIGNATION -  DUBUQUE ST CATHERINES CATH CH
 JG0798  PID         -  JG0798
 JG0798  STATE/COUNTY-  KS/RUSSELL
 JG0798  USGS QUAD   -  DUBUQUE (1969)
 JG0798
 JG0798                         *CURRENT SURVEY CONTROL
 JG0798  ___________________________________________________________________
 JG0798* NAD 83(1997)-  38 41 46.47800(N)    098 36 32.72427(W)     ADJUSTED  
 JG0798* NAVD 88     -                                                        
 JG0798  ___________________________________________________________________
 JG0798  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JG0798  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 JG0798
 JG0798  HORZ ORDER  -  THIRD
 JG0798
 JG0798.The horizontal coordinates were established by classical geodetic methods
 JG0798.and adjusted by the National Geodetic Survey in October 1998..
 JG0798
 JG0798
 JG0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0798
 JG0798.The geoid height was determined by GEOID03.
 JG0798
 JG0798;                    North         East     Units Scale Factor Converg.
 JG0798;SPC KS N     -    40,465.166   347,012.084   MT  1.00000336   -0 23 07.4
 JG0798;SPC KS S     -   625,268.477   390,509.381   MT  1.00002820   -0 04 01.3
 JG0798;UTM  14      - 4,283,141.821   533,993.887   MT  0.99961423   +0 14 39.8
 JG0798
 JG0798                          SUPERSEDED SURVEY CONTROL
 JG0798
 JG0798  NAD 83(1986)-  38 41 46.48564(N)    098 36 32.72354(W) AD(       ) 4
 JG0798  NAD 27      -  38 41 46.44600(N)    098 36 31.46200(W) AD(       ) 3
 JG0798
 JG0798.Superseded values are not recommended for survey control.
 JG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0798.See file dsdata.txt to determine how the superseded data were derived.
 JG0798
 JG0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH3399483142(NAD 83)
 JG0798_MARKER: 90 = CHURCH SPIRE
 JG0798
 JG0798  HISTORY     - Date     Condition        Report By
 JG0798  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0798
 JG0798                          STATION DESCRIPTION
 JG0798
 JG0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0798'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE SMALL
 JG0798'SETTLEMENT OF DUBUQUE, AND 0.1 MILE SOUTHWEST OF A T-ROAD
 JG0798'INTERSECTION.
 JG0798'
 JG0798'IT IS A SMALL BUILDING (75 X 40 FOOT), 100 FOOT IN HEIGHT,
 JG0798'YELLOW WALLS, GREEN SHINGLED ROOF AND WITH A SPIRE ON THE
 JG0798'FRONT (EAST END) OF THE BUILDING.
 JG0798'
 JG0798'THE POINT INTERSECTED WAS THE TOP OF THE CROSS ON THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0837 ***********************************************************************
 KE0837  DESIGNATION -  DUCK
 KE0837  PID         -  KE0837
 KE0837  STATE/COUNTY-  KS/JEFFERSON
 KE0837  USGS QUAD   -  HOLTON SE (1978)
 KE0837
 KE0837                         *CURRENT SURVEY CONTROL
 KE0837  ___________________________________________________________________
 KE0837* NAD 83(1997)-  39 16 50.56384(N)    095 31 48.67125(W)     ADJUSTED  
 KE0837* NAVD 88     -       336.903  (meters)    1105.32   (feet)  ADJUSTED  
 KE0837  ___________________________________________________________________
 KE0837  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 KE0837  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KE0837  DYNAMIC HT  -         336.687 (meters)    1104.61  (feet)  COMP
 KE0837  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 KE0837
 KE0837  HORZ ORDER  -  SECOND
 KE0837  VERT ORDER  -  SECOND    CLASS 0
 KE0837
 KE0837.The horizontal coordinates were established by classical geodetic methods
 KE0837.and adjusted by the National Geodetic Survey in October 1998..
 KE0837
 KE0837.The orthometric height was determined by differential leveling
 KE0837.and adjusted by the National Geodetic Survey in June 1991..
 KE0837
 KE0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0837
 KE0837.The geoid height was determined by GEOID03.
 KE0837
 KE0837.The dynamic height is computed by dividing the NAVD 88
 KE0837.geopotential number by the normal gravity value computed on the
 KE0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0837.degrees latitude (g = 980.6199 gals.).
 KE0837
 KE0837.The modeled gravity was interpolated from observed gravity values.
 KE0837
 KE0837;                    North         East     Units Scale Factor Converg.
 KE0837;SPC KS N     -   108,075.804   613,067.515   MT  0.99995699   +1 33 45.7
 KE0837;UTM  15      - 4,350,980.202   281,760.844   MT  1.00018647   -1 36 09.2
 KE0837
 KE0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0837!SPC KS N     -   0.99995207  x   0.99995699  =   0.99990907
 KE0837!UTM  15      -   0.99995207  x   1.00018647  =   1.00013854
 KE0837
 KE0837|---------------------------------------------------------------------|
 KE0837| PID    Reference Object                     Distance      Geod. Az  |
 KE0837|                                                           dddmmss.s |
 KE0837| KE0836 DUCK RM 2                            33.034 METERS 10122     |
 KE0837| KE1205 ROCK AZ MK                          APPROX. 1.4 KM 2930538.6 |
 KE0837| KE0835 DUCK RM 1                            46.192 METERS 35824     |
 KE0837|---------------------------------------------------------------------|
 KE0837
 KE0837                          SUPERSEDED SURVEY CONTROL
 KE0837
 KE0837  NAD 83(1997)-  39 16 50.57093(N)    095 31 48.66679(W) AD(       ) 2
 KE0837  NAD 83(1986)-  39 16 50.57041(N)    095 31 48.66668(W) AD(       ) 2
 KE0837  NAD 27      -  39 16 50.57860(N)    095 31 47.75250(W) AD(       ) 2
 KE0837  NGVD 29 (??/??/92)  336.805  (m)         1105.00   (f) ADJ UNCH    2 0
 KE0837
 KE0837.Superseded values are not recommended for survey control.
 KE0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0837.See file dsdata.txt to determine how the superseded data were derived.
 KE0837
 KE0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD8176150980(NAD 83)
 KE0837_MARKER: DS = TRIANGULATION STATION DISK
 KE0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0837_STAMPING: DUCK 1960
 KE0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0837+STABILITY: SURFACE MOTION
 KE0837
 KE0837  HISTORY     - Date     Condition        Report By
 KE0837  HISTORY     - 1960     MONUMENTED       CGS
 KE0837  HISTORY     - 1961     GOOD             NGS
 KE0837
 KE0837                          STATION DESCRIPTION
 KE0837
 KE0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE0837'STATION IS LOCATED AT FORBES A.F.B. ABOUT 4-1/2 MILES SOUTH
 KE0837'AND 3-1/2 MILES WEST OF VALLEY FALLS, AND 2-1/2 MILES NORTH AND
 KE0837'3/4 MILE EAST OF THE SMALL VILLAGE OF ROCK CREEK, IN THE
 KE0837'SOUTHWEST 1/4 OF SECTION 9, T 9 S, R 17 E.
 KE0837'
 KE0837'REACHED FROM THE CROSSROADS IN ROCK CREEK (SERVICE STATION
 KE0837'IN THE NORTHEAST ANGLE OF INTERSECTION) BY GOING NORTHERLY
 KE0837'ON STATE HIGHWAY 4 FOR 3.0 MILES TO A MACADAM SIDE ROAD LEFT JUST
 KE0837'AFTER CROSSING RAILROAD TRACKS, TURN LEFT AND FOLLOW MACADAM
 KE0837'ROAD WEST NORTH AND WEST FOR 1.3 MILES TO THE SECURITY GATE.
 KE0837'THE STATION IS ABOUT 150 YARDS NORTH OF THIS POINT.
 KE0837'
 KE0837'STATION MARKS ARE STANDARD DISKS, STAMPED DUCK 1960.  THE
 KE0837'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 KE0837'POST PROJECTING 5 INCHES.  IT IS 149 FEET WEST OF THE CENTER
 KE0837'OF A NORTH-SOUTH MACADAM ROAD, 12 FEET EAST OF A TELEPHONE POLE
 KE0837'AND 2.9 FEET SOUTH OF A METAL WITNESS POST.
 KE0837'
 KE0837'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUCK NO 1 1960,
 KE0837'SET IN THE TOP OF A 10-INCH, SQUARE CONCRETE POST PROJECTING
 KE0837'6 INCHES.  IT IS 152 FEET WEST OF THE CENTER OF THE MACADAM ROAD
 KE0837'AND 2 FEET EAST OF A TELEPHONE POLE.  IT IS SET IN THE EXTREME
 KE0837'NORTH EDGE OF THE LAWN.
 KE0837'
 KE0837'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUCK NO 2 1960,
 KE0837'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 KE0837'6 INCHES.  IT IS 42 FEET WEST OF THE CENTER OF THE MACADAM
 KE0837'ROAD AND 120 FEET EAST OF A TELEPHONE POLE.  IT IS SET IN THE
 KE0837'EXTREME EAST EDGE OF THE LAWN.
 KE0837'
 KE0837'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.  THE AZIMUTH
 KE0837'MARK FOR TRIANGULATION STATION ROCK MAY BE USED.  SEE DESCRIPTION
 KE0837'THEREOF.
 KE0837
 KE0837                          STATION RECOVERY (1961)
 KE0837
 KE0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0837'3 MI N FROM ROCK CREEK.
 KE0837'3.0 MILES NORTH ALONG STATE HIGHWAY 4 FROM THE SERVICE STATION
 KE0837'AT ROCK CREEK, TO THE ROAD LEADING TO THE MISSILE SITE, FOLLOW
 KE0837'THE MISSILE SITE ROAD WEST, NORTH AND WEST TO THE SECURITY GATE,
 KE0837'THE STATION IS ABOUT 150 YARDS NORTH OF THE SECURITY GATE, 149
 KE0837'FEET WEST OF THE CENTER OF THE ROAD, 12 FEET EAST OF A TELEPHONE
 KE0837'POLE, 3 FEET SOUTH OF THE WITNESS POST, SET IN THE TOP OF A
 KE0837'SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0855 ***********************************************************************
 HH0855  DESIGNATION -  DUCK
 HH0855  PID         -  HH0855
 HH0855  STATE/COUNTY-  KS/FORD
 HH0855  USGS QUAD   -  DODGE CITY (1984)
 HH0855
 HH0855                         *CURRENT SURVEY CONTROL
 HH0855  ___________________________________________________________________
 HH0855* NAD 83(1997)-  37 51 50.26519(N)    100 00 33.68821(W)     ADJUSTED  
 HH0855* NAVD 88     -       781.7    (meters)    2565.     (feet)  VERTCON   
 HH0855  ___________________________________________________________________
 HH0855  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 HH0855  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 HH0855
 HH0855  HORZ ORDER  -  SECOND
 HH0855  VERT ORDER  -  THIRD ? (See Below)
 HH0855
 HH0855.The horizontal coordinates were established by classical geodetic methods
 HH0855.and adjusted by the National Geodetic Survey in October 1998..
 HH0855
 HH0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0855.The vertical order pertains to the NGVD 29 superseded value.
 HH0855
 HH0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0855
 HH0855.The geoid height was determined by GEOID03.
 HH0855
 HH0855;                    North         East     Units Scale Factor Converg.
 HH0855;SPC KS S     -   533,956.430   267,199.121   MT  0.99993636   -0 55 39.2
 HH0855;UTM  14      - 4,191,201.588   411,216.482   MT  0.99969708   -0 37 10.5
 HH0855
 HH0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0855!SPC KS S     -   0.99988141  x   0.99993636  =   0.99981778
 HH0855!UTM  14      -   0.99988141  x   0.99969708  =   0.99957853
 HH0855
 HH0855|---------------------------------------------------------------------|
 HH0855| PID    Reference Object                     Distance      Geod. Az  |
 HH0855|                                                           dddmmss.s |
 HH0855| CK8584 DUCK RM 1                            20.723 METERS 04617     |
 HH0855| CK8583 DUCK AZ MK                                         1784805.5 |
 HH0855| CK8585 DUCK RM 2                            23.061 METERS 18120     |
 HH0855|---------------------------------------------------------------------|
 HH0855
 HH0855                          SUPERSEDED SURVEY CONTROL
 HH0855
 HH0855  NAD 83(1997)-  37 51 50.27252(N)    100 00 33.68779(W) AD(       ) 2
 HH0855  NAD 83(1986)-  37 51 50.26897(N)    100 00 33.68862(W) AD(       ) 2
 HH0855  NAD 27      -  37 51 50.19974(N)    100 00 32.20793(W) AD(       ) 2
 HH0855  NGVD 29 (07/19/86)  781.4    (m)         2564.     (f) LEVELING    3  
 HH0855
 HH0855.Superseded values are not recommended for survey control.
 HH0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0855.See file dsdata.txt to determine how the superseded data were derived.
 HH0855
 HH0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1121691202(NAD 83)
 HH0855_MARKER: DS = TRIANGULATION STATION DISK
 HH0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0855
 HH0855  HISTORY     - Date     Condition        Report By
 HH0855  HISTORY     - 1961     MONUMENTED       CGS
 HH0855  HISTORY     - 1964     GOOD             CGS
 HH0855
 HH0855                          STATION DESCRIPTION
 HH0855
 HH0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0855'THE STATION IS ABOUT 8-1/2 MILES NORTHWEST OF WRIGHT, 7 MILES NORTH
 HH0855'OF DODGE CITY, IN THE NORTHEAST QUARTER OF SECTION 24, T 25 S, R 25
 HH0855'W, AND ON PROPERTY OWNED BY MR. FOREST FAULKNER.
 HH0855'
 HH0855'TO REACH THE STATION FROM THE POST OFFICE, IN DODGE CITY, GO NORTH
 HH0855'ON CENTRAL AVENUE FOR 1.8 MILES TO A T-ROAD (U. S. HIGHWAY 50
 HH0855'BY-PASS).  TURN RIGHT, EAST, ON HIGHWAY 50 BY-PASS FOR 0.05 MILE TO
 HH0855'A CROSSROAD.  TURN LEFT, NORTH, ON A GRADED ROAD FOR 3.1 MILES TO A
 HH0855'T-ROAD.  TURN RIGHT, EAST, ON A GRADED ROAD FOR 0.3 MILE TO A
 HH0855'SIDE ROAD LEFT.  TURN LEFT, NORTH, ON A GRADED ROAD FOR 2.2 MILES
 HH0855'TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHEAST CORNER OF
 HH0855'THE CROSSROAD.  CONTINUE NORTH ON A FIELD ROAD 0.7 MILE TO
 HH0855'STATION ON THE LEFT.
 HH0855'
 HH0855'STATION MARKS ARE STANDARD DISKS STAMPED DUCK 1961.  THE SURFACE DISK
 HH0855'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 HH0855'32 FEET WEST OF THE CENTER OF THE FARM ROAD AND 3.5 FEET SOUTH OF A
 HH0855'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HH0855'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0855'
 HH0855'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUCK NO 1 1961, IS SET
 HH0855'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 17 FEET
 HH0855'EAST OF THE CENTER OF THE FIELD ROAD AND 1.5 FEET SOUTH OF A METAL
 HH0855'WITNESS POST.
 HH0855'
 HH0855'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUCK NO 2 1961, IS
 HH0855'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 32.5
 HH0855'FEET WEST OF THE CENTER OF THE FIELD ROAD AND 2 FEET NORTH OF A
 HH0855'METAL WITNESS POST.
 HH0855'
 HH0855'AZIMUTH MARK, A STANDARD DISKS STAMPED DUCK 1961, IS SET IN A SQUARE
 HH0855'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 66 FEET SOUTHEAST OF
 HH0855'THE CENTER OF THE CROSSROAD, 4 FEET NORTHWEST OF THE EAST ONE OF
 HH0855'TWO TELEPHONE POLES AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 HH0855'
 HH0855'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HH0855
 HH0855                          STATION RECOVERY (1964)
 HH0855
 HH0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HH0855'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 HH0855'AZIMUTH WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HH0855'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2 WERE VERIFIED.
 HH0855'THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.  THE DISTANCE TO
 HH0855'REFERENCE MARK NO. 1 WAS VERIFIED, THE DIRECTION MISSED THE
 HH0855'1961 DIRECTION BY 4 MINUTES 50 SECONDS.
 HH0855'
 HH0855'THE DESCRIPTION WAS ENTIRELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0835 ***********************************************************************
 KE0835  DESIGNATION -  DUCK RM 1
 KE0835  PID         -  KE0835
 KE0835  STATE/COUNTY-  KS/JEFFERSON
 KE0835  USGS QUAD   -  HOLTON SE (1978)
 KE0835
 KE0835                         *CURRENT SURVEY CONTROL
 KE0835  ___________________________________________________________________
 KE0835* NAD 83(1986)-  39 16 50.     (N)    095 31 48.     (W)     SCALED    
 KE0835* NAVD 88     -       338.233  (meters)    1109.69   (feet)  ADJUSTED  
 KE0835  ___________________________________________________________________
 KE0835  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KE0835  DYNAMIC HT  -         338.016 (meters)    1108.97  (feet)  COMP
 KE0835  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 KE0835
 KE0835  VERT ORDER  -  SECOND    CLASS 0
 KE0835
 KE0835.The horizontal coordinates were scaled from a topographic map and have
 KE0835.an estimated accuracy of +/- 6 seconds.
 KE0835
 KE0835.The orthometric height was determined by differential leveling
 KE0835.and adjusted by the National Geodetic Survey in June 1991..
 KE0835
 KE0835.The geoid height was determined by GEOID03.
 KE0835
 KE0835.The dynamic height is computed by dividing the NAVD 88
 KE0835.geopotential number by the normal gravity value computed on the
 KE0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0835.degrees latitude (g = 980.6199 gals.).
 KE0835
 KE0835.The modeled gravity was interpolated from observed gravity values.
 KE0835
 KE0835;                    North         East    Units  Estimated Accuracy
 KE0835;SPC KS N     -   108,060.      613,080.      MT  (+/- 180 meters Scaled)
 KE0835
 KE0835                          SUPERSEDED SURVEY CONTROL
 KE0835
 KE0835  NGVD 29 (??/??/92)  338.135  (m)         1109.36   (f) ADJ UNCH    2 0
 KE0835
 KE0835.Superseded values are not recommended for survey control.
 KE0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0835.See file dsdata.txt to determine how the superseded data were derived.
 KE0835
 KE0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD817509(NAD 83)
 KE0835_MARKER: DR = REFERENCE MARK DISK
 KE0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0835_STAMPING: DUCK NO 1 1960
 KE0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0835+STABILITY: SURFACE MOTION
 KE0835
 KE0835  HISTORY     - Date     Condition        Report By
 KE0835  HISTORY     - 1960     MONUMENTED       CGS
 KE0835  HISTORY     - 1961     GOOD             NGS
 KE0835
 KE0835                          STATION DESCRIPTION
 KE0835
 KE0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE0835'3 MI N FROM ROCK CREEK.
 KE0835'3.0 MILES NORTH ALONG STATE HIGHWAY 4 FROM THE SERVICE STATION
 KE0835'AT ROCK CREEK, TO THE ROAD FOLLOW THE MISSILE SITE ROAD WEST,
 KE0835'NORTH AND WEST 1.3 MILES, 152 FEET WEST OF THE CENTER OF THE
 KE0835'ROAD, 151 FEET NORTH OF THE STATION MARK, 2 FEET EAST OF THE
 KE0835'TELEPHONE POLE, SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 KE0835'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0836 ***********************************************************************
 KE0836  DESIGNATION -  DUCK RM 2
 KE0836  PID         -  KE0836
 KE0836  STATE/COUNTY-  KS/JEFFERSON
 KE0836  USGS QUAD   -  HOLTON SE (1978)
 KE0836
 KE0836                         *CURRENT SURVEY CONTROL
 KE0836  ___________________________________________________________________
 KE0836* NAD 83(1986)-  39 16 50.     (N)    095 31 48.     (W)     SCALED    
 KE0836* NAVD 88     -       335.286  (meters)    1100.02   (feet)  ADJUSTED  
 KE0836  ___________________________________________________________________
 KE0836  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KE0836  DYNAMIC HT  -         335.071 (meters)    1099.31  (feet)  COMP
 KE0836  MODELED GRAV-     979,977.9   (mgal)                       NAVD 88
 KE0836
 KE0836  VERT ORDER  -  SECOND    CLASS 0
 KE0836
 KE0836.The horizontal coordinates were scaled from a topographic map and have
 KE0836.an estimated accuracy of +/- 6 seconds.
 KE0836
 KE0836.The orthometric height was determined by differential leveling
 KE0836.and adjusted by the National Geodetic Survey in June 1991..
 KE0836
 KE0836.The geoid height was determined by GEOID03.
 KE0836
 KE0836.The dynamic height is computed by dividing the NAVD 88
 KE0836.geopotential number by the normal gravity value computed on the
 KE0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0836.degrees latitude (g = 980.6199 gals.).
 KE0836
 KE0836.The modeled gravity was interpolated from observed gravity values.
 KE0836
 KE0836;                    North         East    Units  Estimated Accuracy
 KE0836;SPC KS N     -   108,060.      613,080.      MT  (+/- 180 meters Scaled)
 KE0836
 KE0836                          SUPERSEDED SURVEY CONTROL
 KE0836
 KE0836  NGVD 29 (??/??/92)  335.188  (m)         1099.70   (f) ADJ UNCH    2 0
 KE0836
 KE0836.Superseded values are not recommended for survey control.
 KE0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0836.See file dsdata.txt to determine how the superseded data were derived.
 KE0836
 KE0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD817509(NAD 83)
 KE0836_MARKER: DR = REFERENCE MARK DISK
 KE0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0836_STAMPING: DUCK NO 2 1960
 KE0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0836+STABILITY: SURFACE MOTION
 KE0836
 KE0836  HISTORY     - Date     Condition        Report By
 KE0836  HISTORY     - 1960     MONUMENTED       CGS
 KE0836  HISTORY     - 1961     GOOD             NGS
 KE0836
 KE0836                          STATION DESCRIPTION
 KE0836
 KE0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE0836'3 MI N FROM ROCK CREEK.
 KE0836'3.0 MILES NORTH ALONG STATE HIGHWAY 4 FROM THE SERVICE STATION AT
 KE0836'ROCK CREEK, TO THE ROAD LEADING TO THE MISSILE SITE, FOLLOW
 KE0836'THE MISSILE SITE ROAD WEST, NORTH AND WEST 1.3 MILES, 120 FEET
 KE0836'EAST OF A TELEPHONE POLE, 42 FEET WEST OF THE CENTER OF THE
 KE0836'ROAD, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 KE0836'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0899 ***********************************************************************
 KF0899  DESIGNATION -  DUFFY
 KF0899  PID         -  KF0899
 KF0899  STATE/COUNTY-  KS/OTTAWA
 KF0899  USGS QUAD   -  TESCOTT SE (1965)
 KF0899
 KF0899                         *CURRENT SURVEY CONTROL
 KF0899  ___________________________________________________________________
 KF0899* NAD 83(1997)-  39 00 50.45938(N)    097 49 02.98706(W)     ADJUSTED  
 KF0899* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 KF0899  ___________________________________________________________________
 KF0899  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 KF0899  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 KF0899
 KF0899  HORZ ORDER  -  SECOND
 KF0899
 KF0899.The horizontal coordinates were established by classical geodetic methods
 KF0899.and adjusted by the National Geodetic Survey in October 1998..
 KF0899
 KF0899.The orthometric height was scaled from a topographic map.
 KF0899
 KF0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0899
 KF0899.The geoid height was determined by GEOID03.
 KF0899
 KF0899;                    North         East     Units Scale Factor Converg.
 KF0899;SPC KS N     -    75,579.049   415,805.952   MT  0.99996534   +0 06 55.7
 KF0899;UTM  14      - 4,318,997.110   602,376.379   MT  0.99972905   +0 44 40.1
 KF0899
 KF0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0899!SPC KS N     -   0.99993792  x   0.99996534  =   0.99990327
 KF0899!UTM  14      -   0.99993792  x   0.99972905  =   0.99966699
 KF0899
 KF0899|---------------------------------------------------------------------|
 KF0899| PID    Reference Object                     Distance      Geod. Az  |
 KF0899|                                                           dddmmss.s |
 KF0899| CN9201 DUFFY RM 1                           17.450 METERS 18740     |
 KF0899| KF0897 TESCOTT MUNICIPAL TANK              APPROX. 5.0 KM 2642604.9 |
 KF0899| CN9202 DUFFY RM 2                           14.263 METERS 32332     |
 KF0899|---------------------------------------------------------------------|
 KF0899
 KF0899                          SUPERSEDED SURVEY CONTROL
 KF0899
 KF0899  NAD 83(1986)-  39 00 50.46884(N)    097 49 02.98592(W) AD(       ) 2
 KF0899  NAD 27      -  39 00 50.46020(N)    097 49 01.84180(W) AD(       ) 2
 KF0899
 KF0899.Superseded values are not recommended for survey control.
 KF0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0899.See file dsdata.txt to determine how the superseded data were derived.
 KF0899
 KF0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ0237618997(NAD 83)
 KF0899_MARKER: DS = TRIANGULATION STATION DISK
 KF0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0899
 KF0899  HISTORY     - Date     Condition        Report By
 KF0899  HISTORY     - 1960     MONUMENTED       CGS
 KF0899  HISTORY     - 1969     GOOD             CGS
 KF0899
 KF0899                          STATION DESCRIPTION
 KF0899
 KF0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WH)
 KF0899'ON A LOW GRASSY KNOLL ABOUT 3 MILES EAST FROM TESCOTT, OFF THE
 KF0899'SOUTH SIDE OF STATE ROUTE 18, ABOUT IN THE CENTER OF THE KNOLL, A
 KF0899'STANDARD TRIANGULATION STATION DISK SET IN A SQUARE TOPPED
 KF0899'CONCRETE MONUMENT FLUSH WITH THE SURFACE, ABOUT 100 YARDS
 KF0899'NORTHEAST FROM SOME OLD FARM BUILDINGS WITH SILO AT BASE OF THE
 KF0899'KNOLL, 96 FEET SOUTHWEST FROM A TELEPHONE POLE, 18 FEET WEST
 KF0899'FROM THE POWER LINE, SURFACE AND UNDERGROUND MARKS STAMPED DUFFY
 KF0899'1960.
 KF0899'
 KF0899'THE REFERENCE MARKS ARE SET IN OUTCROPPING ROCK FLUSH WITH THE
 KF0899'GROUND, STAMPED DUFFY 1960, AND NO 1 AND NO 2 RESPECTIVELY.
 KF0899'
 KF0899'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 81 AND STATE ROUTE 18,
 KF0899'11.0 MILES WESTWARD TO A CROSS ROAD ALONG STATE ROUTE 18, THENCE
 KF0899'SOUTH AROUND EAST BASE OF THE KNOLL 0.2 MILE TO ENTERING THE
 KF0899'FARM YARD, THEN SHARP RIGHT AND UP THE SLOPE TO THE TOP OF THE
 KF0899'KNOLL A DISTANCE OF 75 YARDS.
 KF0899
 KF0899                          STATION RECOVERY (1969)
 KF0899
 KF0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0899'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 KF0899'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KF0899'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KF0899'
 KF0899'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 KF0899'
 KF0899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES EAST
 KF0899'OF TESCOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0975 ***********************************************************************
 KF0975  DESIGNATION -  DULUTH ST PAULS LUTHERAN CH
 KF0975  PID         -  KF0975
 KF0975  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0975  USGS QUAD   -  DULUTH (1969)
 KF0975
 KF0975                         *CURRENT SURVEY CONTROL
 KF0975  ___________________________________________________________________
 KF0975* NAD 83(1997)-  39 31 34.32661(N)    096 13 17.33924(W)     ADJUSTED  
 KF0975* NAVD 88     -                                                        
 KF0975  ___________________________________________________________________
 KF0975  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 KF0975  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 KF0975
 KF0975  HORZ ORDER  -  THIRD
 KF0975
 KF0975.The horizontal coordinates were established by classical geodetic methods
 KF0975.and adjusted by the National Geodetic Survey in October 1998..
 KF0975
 KF0975
 KF0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0975
 KF0975.The geoid height was determined by GEOID03.
 KF0975
 KF0975;                    North         East     Units Scale Factor Converg.
 KF0975;SPC KS N     -   133,925.579   552,904.198   MT  0.99996838   +1 07 31.1
 KF0975;UTM  14      - 4,378,859.424   738,822.390   MT  1.00030228   +1 46 09.0
 KF0975
 KF0975                          SUPERSEDED SURVEY CONTROL
 KF0975
 KF0975  NAD 83(1997)-  39 31 34.33198(N)    096 13 17.33686(W) AD(       ) 4
 KF0975  NAD 83(1986)-  39 31 34.33263(N)    096 13 17.33560(W) AD(       ) 4
 KF0975  NAD 27      -  39 31 34.35200(N)    096 13 16.32800(W) AD(       ) 3
 KF0975
 KF0975.Superseded values are not recommended for survey control.
 KF0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0975.See file dsdata.txt to determine how the superseded data were derived.
 KF0975
 KF0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3882278859(NAD 83)
 KF0975_MARKER: 90 = CHURCH SPIRE
 KF0975
 KF0975  HISTORY     - Date     Condition        Report By
 KF0975  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF0975  HISTORY     - 1965     GOOD             CGS
 KF0975
 KF0975                          STATION DESCRIPTION
 KF0975
 KF0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0975'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF DULUTH AND 75
 KF0975'FEET NORTH OF THE CENTER OF INTERSECTION OF A T ROAD.  IT IS A
 KF0975'SHINGLED ROOFED SPIRE ON THE TOP OF A BELL TOWER WITH A CROSS AT
 KF0975'ITS APEX.  IT HAS AN OVER-ALL HEIGHT OF ABOUT 65 FEET.  THE
 KF0975'POINT OBSERVED WAS THE CROSS AT THE APEX OF THE SPIRE.
 KF0975
 KF0975                          STATION RECOVERY (1965)
 KF0975
 KF0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0975'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0781 ***********************************************************************
 JG0781  DESIGNATION -  DUNDEE EAST BASE
 JG0781  PID         -  JG0781
 JG0781  STATE/COUNTY-  KS/BARTON
 JG0781  USGS QUAD   -  GREAT BEND (1983)
 JG0781
 JG0781                         *CURRENT SURVEY CONTROL
 JG0781  ___________________________________________________________________
 JG0781* NAD 83(1997)-  38 20 46.63469(N)    098 48 41.18097(W)     ADJUSTED  
 JG0781* NAVD 88     -       568.24   (+/-2cm)    1864.3    (feet)  VERTCON   
 JG0781  ___________________________________________________________________
 JG0781  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JG0781  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0781
 JG0781  HORZ ORDER  -  SECOND
 JG0781  VERT ORDER  -  THIRD ? (See Below)
 JG0781
 JG0781.The horizontal coordinates were established by classical geodetic methods
 JG0781.and adjusted by the National Geodetic Survey in October 1998..
 JG0781
 JG0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0781.The vertical order pertains to the NGVD 29 superseded value.
 JG0781
 JG0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0781
 JG0781.The geoid height was determined by GEOID03.
 JG0781
 JG0781;                    North         East     Units Scale Factor Converg.
 JG0781;SPC KS S     -   586,461.274   372,775.697   MT  0.99996384   -0 11 29.0
 JG0781;UTM  14      - 4,244,254.285   516,476.995   MT  0.99960334   +0 07 01.1
 JG0781
 JG0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0781!SPC KS S     -   0.99991494  x   0.99996384  =   0.99987878
 JG0781!UTM  14      -   0.99991494  x   0.99960334  =   0.99951831
 JG0781
 JG0781:                Primary Azimuth Mark                     Grid Az
 JG0781:SPC KS S     -  DENTSPUR SW BELL TEL RAD MAST            009 44 48.8
 JG0781:UTM  14      -  DENTSPUR SW BELL TEL RAD MAST            009 26 18.7
 JG0781
 JG0781|---------------------------------------------------------------------|
 JG0781| PID    Reference Object                     Distance      Geod. Az  |
 JG0781|                                                           dddmmss.s |
 JG0781| JG0775 DENTSPUR SW BELL TEL RAD MAST       APPROX.10.3 KM 0093319.8 |
 JG0781| CK8590 DUNDEE EAST BASE RM 1                24.311 METERS 02736     |
 JG0781| JG0779 GREAT BEND ST ROSE HOSP CUP         APPROX. 3.1 KM 0402518.1 |
 JG0781| JG0764 GREAT BEND LANE OIL CO MAST         APPROX. 9.0 KM 0441324.4 |
 JG0781| CK8591 DUNDEE EAST BASE RM 2                27.280 METERS 14824     |
 JG0781| CK8589 DUNDEE EAST BASE AZ MK                             2393954.7 |
 JG0781| JG0778 GREAT BEND MUNICIPAL APT BCN        APPROX. 3.6 KM 2663139.2 |
 JG0781| JG0780 GREAT BEND MUN AIRPORT TANK         APPROX. 3.5 KM 2714447.9 |
 JG0781| JG0783 GREAT BEND REA RADIO MAST           APPROX. 1.8 KM 3580738.9 |
 JG0781|---------------------------------------------------------------------|
 JG0781
 JG0781                          SUPERSEDED SURVEY CONTROL
 JG0781
 JG0781  NAD 83(1986)-  38 20 46.64211(N)    098 48 41.18036(W) AD(       ) 2
 JG0781  NAD 27      -  38 20 46.59900(N)    098 48 39.86500(W) AD(       ) 2
 JG0781  NGVD 29 (07/19/86)  568.10   (m)         1863.8    (f) LEVELING    3  
 JG0781
 JG0781.Superseded values are not recommended for survey control.
 JG0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0781.See file dsdata.txt to determine how the superseded data were derived.
 JG0781
 JG0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH1647744254(NAD 83)
 JG0781_MARKER: DS = TRIANGULATION STATION DISK
 JG0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0781
 JG0781  HISTORY     - Date     Condition        Report By
 JG0781  HISTORY     - 1953     MONUMENTED       CGS
 JG0781  HISTORY     - 1953     GOOD             CGS
 JG0781  HISTORY     - 1976     GOOD             NGS
 JG0781
 JG0781                          STATION DESCRIPTION
 JG0781
 JG0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0781'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF THE CENTER OF
 JG0781'GREAT BEND, NEAR THE POINT WHERE U.S. HIGHWAY NO. 50 N BEARS FROM
 JG0781'THE NORTH TO THE SOUTHWEST, 106 FEET NORTHWEST OF THE NORTHWEST
 JG0781'RAIL OF A RAILROAD TRACK, 62 FEET WEST OF THE CENTER OF A
 JG0781'GRAVELED CROSSROADS, 38 FEET SOUTHEAST OF THE CENTER OF U.S.
 JG0781'50 N, 37 FEET SOUTHWEST OF A POWER LINE POLE, AND 6 FEET
 JG0781'SOUTHWEST OF A 4 IN X 4 IN WITNESS POST.
 JG0781'
 JG0781'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 281
 JG0781'AND 50 N AT THE SOUTH EDGE OF THE BUSINESS DISTRICT IN GREAT
 JG0781'BEND, GO WEST ON NO. 50 N FOR 2.4 MILES, THEN SOUTH ON THE
 JG0781'HIGHWAY FOR 1.0 MILE TO THE STATION.
 JG0781'
 JG0781'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 JG0781'DUNDEE E.B. 1953.
 JG0781'
 JG0781'REFERENCE MARK NO. 1 IS 68 FEET NORTH OF THE CENTER OF THE
 JG0781'GRAVELED CROSSROADS, 47 FEET NORTH OF THE POWER LINE POLE, AND 34
 JG0781'FEET SOUTHEAST OF THE CENTER OF U.S. 50 N.  IT PROJECTS 3
 JG0781'INCHES, AND THE DISK IS STAMPED DUNDEE E.B. NO 1 1953.
 JG0781'
 JG0781'REFERENCE MARK NO. 2 IS 14 FEET NORTHWEST OF THE NORTHWEST RAIL
 JG0781'OF THE RAILROAD TRACK, AND 3 FEET NORTHEAST OF THE RAILROAD
 JG0781'CROSSING SIGN.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 JG0781'DUNDEE E.B. NO 2 1953.
 JG0781'
 JG0781'THE AZIMUTH MARK IS 65 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY
 JG0781'NO. 50 N, 2 FEET NORTHEAST OF A TELEPHONE POLE, AND 2 FEET
 JG0781'NORTHEAST OF A 4 IN. X 4 IN. WITNESS POST.  IT PROJECTS 4 INCHES,
 JG0781'AND THE DISK IS STAMPED DUNDEE E.B. 1953.
 JG0781'
 JG0781'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JG0781
 JG0781                          STATION RECOVERY (1953)
 JG0781
 JG0781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LVS)
 JG0781'STATION, AZIMUTH, AND RMS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JG0781
 JG0781                          STATION RECOVERY (1976)
 JG0781
 JG0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 JG0781'STATION AND AZIMARK RECOVERED IN GOOD CONDITION, REFERENCE MARKS
 JG0781'SEARCHED FOR BUT NOT FOUND.
 JG0781'
 JG0781'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SW OF
 JG0781'GREAT BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0784 ***********************************************************************
 JG0784  DESIGNATION -  DUNDEE WEST BASE
 JG0784  PID         -  JG0784
 JG0784  STATE/COUNTY-  KS/BARTON
 JG0784  USGS QUAD   -  PAWNEE ROCK (1974)
 JG0784
 JG0784                         *CURRENT SURVEY CONTROL
 JG0784  ___________________________________________________________________
 JG0784* NAD 83(1997)-  38 17 33.20079(N)    098 55 18.25067(W)     ADJUSTED  
 JG0784* NAVD 88     -       583.     (meters)    1913.     (feet)  SCALED    
 JG0784  ___________________________________________________________________
 JG0784  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 JG0784  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0784
 JG0784  HORZ ORDER  -  SECOND
 JG0784
 JG0784.The horizontal coordinates were established by classical geodetic methods
 JG0784.and adjusted by the National Geodetic Survey in October 1998..
 JG0784
 JG0784.The orthometric height was scaled from a topographic map.
 JG0784
 JG0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0784
 JG0784.The geoid height was determined by GEOID03.
 JG0784
 JG0784;                    North         East     Units Scale Factor Converg.
 JG0784;SPC KS S     -   580,535.132   363,107.205   MT  0.99995727   -0 15 33.0
 JG0784;UTM  14      - 4,238,278.398   506,843.957   MT  0.99960058   +0 02 54.6
 JG0784
 JG0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0784!SPC KS S     -   0.99991259  x   0.99995727  =   0.99986987
 JG0784!UTM  14      -   0.99991259  x   0.99960058  =   0.99951321
 JG0784
 JG0784:                Primary Azimuth Mark                     Grid Az
 JG0784:SPC KS S     -  GREAT BEND MUN AIRPORT TANK              045 32 21.5
 JG0784:UTM  14      -  GREAT BEND MUN AIRPORT TANK              045 13 53.9
 JG0784
 JG0784|---------------------------------------------------------------------|
 JG0784| PID    Reference Object                     Distance      Geod. Az  |
 JG0784|                                                           dddmmss.s |
 JG0784| JG0780 GREAT BEND MUN AIRPORT TANK         APPROX. 8.6 KM 0451648.5 |
 JG0784| JG0778 GREAT BEND MUNICIPAL APT BCN        APPROX. 8.3 KM 0461813.1 |
 JG0784| CK8593 DUNDEE WEST BASE RM 1                22.722 METERS 15008     |
 JG0784| CK8592 DUNDEE WEST BASE AZ MK                             2432822.6 |
 JG0784| CK8594 DUNDEE WEST BASE RM 2                21.993 METERS 24418     |
 JG0784|---------------------------------------------------------------------|
 JG0784
 JG0784                          SUPERSEDED SURVEY CONTROL
 JG0784
 JG0784  NAD 83(1986)-  38 17 33.20814(N)    098 55 18.25008(W) AD(       ) 2
 JG0784  NAD 27      -  38 17 33.16000(N)    098 55 16.92100(W) AD(       ) 2
 JG0784
 JG0784.Superseded values are not recommended for survey control.
 JG0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0784.See file dsdata.txt to determine how the superseded data were derived.
 JG0784
 JG0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH0684438278(NAD 83)
 JG0784_MARKER: DS = TRIANGULATION STATION DISK
 JG0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0784
 JG0784  HISTORY     - Date     Condition        Report By
 JG0784  HISTORY     - 1953     MONUMENTED       CGS
 JG0784  HISTORY     - 1953     MARK NOT FOUND   CGS
 JG0784  HISTORY     - 1976     MARK NOT FOUND   NGS
 JG0784
 JG0784                          STATION DESCRIPTION
 JG0784
 JG0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0784'THE STATION IS ABOUT 10 MILES SOUTHEAST OF GREAT BEND, 4 MILES
 JG0784'NORTHEAST OF PAWNEE ROCK, 2 MILES SOUTHWEST OF DUNDEE, NEAR THE
 JG0784'NORTHWEST CORNER OF SEC. 19, T 20 S, R 15 W.  IT IS ABOUT 200
 JG0784'FEET SOUTH OF THE CENTER OF A CROSSROADS, 57 FEET SOUTH OF
 JG0784'THE SOUTH RAIL OF THE RAILROAD TRACKS, 27.4 FEET SOUTHEAST OF
 JG0784'A TELEPHONE POLE, 23 FEET WEST OF THE CENTER OF A GRAVELED
 JG0784'ROAD AND 9 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.
 JG0784'
 JG0784'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 281 AND
 JG0784'50N IN GREAT BEND, GO SOUTHWEST ON HIGHWAY 50 N FOR 8.5 MILES
 JG0784'TO THE VILLAGE OF DUNDEE, CONTINUE WEST ON THE HIGHWAY 1.9
 JG0784'MILES TO A CROSSROADS AND THE STATION ON THE LEFT, CONTINUE
 JG0784'WESTERLY 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JG0784'
 JG0784'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 JG0784'AND THE DISK IS STAMPED DUNDEE W.B. 1953.
 JG0784'
 JG0784'REFERENCE MARK 1 IS 94 FEET SOUTHEAST OF THE TELEPHONE POLE,
 JG0784'19 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT WEST
 JG0784'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JG0784'DUNDEE W.B. NO 1 1953.
 JG0784'
 JG0784'REFERENCE MARK 2 IS 52 FEET SOUTHWEST OF THE TELEPHONE POLE, 48
 JG0784'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS AND 1 FOOT
 JG0784'SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JG0784'STAMPED DUNDEE W.B. NO 2 1953.
 JG0784'
 JG0784'THE AZIMUTH MARK IS 70 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 JG0784'42 FEET WEST OF A TELEPHONE POLE, 21 FEET NORTH OF THE NORTH
 JG0784'END OF A SMALL BRIDGE AND 4 FEET EAST OF A 4 X 4 INCH WHITE
 JG0784'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JG0784'DUNDEE W.B. 1953.
 JG0784'
 JG0784'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JG0784
 JG0784                          STATION RECOVERY (1953)
 JG0784
 JG0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LV)
 JG0784'STATION MARK SEARCHED FOR BUT NOT RECOVERED BY THIS PARTY,
 JG0784'ACCORDING TO DISTANCES MEASURED FROM THE REFERENCE MARKS THE
 JG0784'STATION MARK FALL ON THE EDGE OF AN ACESS ROAD TO AN OIL WELL,
 JG0784'THIS ROAD APPEARS NEW.  AZIMUTH MARK NOT SEARCHED FOR.
 JG0784
 JG0784                          STATION RECOVERY (1976)
 JG0784
 JG0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 JG0784'STATION, REFERENCE MARKS, AND AZIMUTH MARK SEARCHED FOR BUT NOT
 JG0784'FOUND.
 JG0784'
 JG0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SE OF
 JG0784'GREAT BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1353 ***********************************************************************
 JF1353  DESIGNATION -  DUNLAP
 JF1353  PID         -  JF1353
 JF1353  STATE/COUNTY-  KS/LYON
 JF1353  USGS QUAD   -  AMERICUS (1972)
 JF1353
 JF1353                         *CURRENT SURVEY CONTROL
 JF1353  ___________________________________________________________________
 JF1353* NAD 83(1997)-  38 36 31.69319(N)    096 20 53.12108(W)     ADJUSTED  
 JF1353* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 JF1353  ___________________________________________________________________
 JF1353  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 JF1353  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 JF1353
 JF1353  HORZ ORDER  -  SECOND
 JF1353
 JF1353.The horizontal coordinates were established by classical geodetic methods
 JF1353.and adjusted by the National Geodetic Survey in October 1998..
 JF1353
 JF1353.The orthometric height was scaled from a topographic map.
 JF1353
 JF1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1353
 JF1353.The geoid height was determined by GEOID03.
 JF1353
 JF1353;                    North         East     Units Scale Factor Converg.
 JF1353;SPC KS S     -   617,719.062   587,419.381   MT  1.00000861   +1 19 20.7
 JF1353;SPC KS N     -    31,892.566   543,878.494   MT  1.00001916   +1 02 42.7
 JF1353;UTM  14      - 4,276,702.433   730,911.132   MT  1.00025666   +1 39 19.9
 JF1353
 JF1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1353!SPC KS S     -   0.99994462  x   1.00000861  =   0.99995323
 JF1353!SPC KS N     -   0.99994462  x   1.00001916  =   0.99996378
 JF1353!UTM  14      -   0.99994462  x   1.00025666  =   1.00020127
 JF1353
 JF1353|---------------------------------------------------------------------|
 JF1353| PID    Reference Object                     Distance      Geod. Az  |
 JF1353|                                                           dddmmss.s |
 JF1353| CL5098 DUNLAP RM 1                          14.276 METERS 00614     |
 JF1353| CL5097 DUNLAP AZ MK                                       0885858.4 |
 JF1353| CL5099 DUNLAP RM 2                           8.742 METERS 09305     |
 JF1353|---------------------------------------------------------------------|
 JF1353
 JF1353                          SUPERSEDED SURVEY CONTROL
 JF1353
 JF1353  NAD 83(1986)-  38 36 31.70097(N)    096 20 53.12197(W) AD(       ) 2
 JF1353  NAD 27      -  38 36 31.66648(N)    096 20 52.11825(W) AD(       ) 2
 JF1353
 JF1353.Superseded values are not recommended for survey control.
 JF1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1353.See file dsdata.txt to determine how the superseded data were derived.
 JF1353
 JF1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH3091176702(NAD 83)
 JF1353_MARKER: DS = TRIANGULATION STATION DISK
 JF1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1353
 JF1353  HISTORY     - Date     Condition        Report By
 JF1353  HISTORY     - 1956     MONUMENTED       CGS
 JF1353  HISTORY     - 1968     GOOD             CGS
 JF1353
 JF1353                          STATION DESCRIPTION
 JF1353
 JF1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1353'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF AMERICUS,
 JF1353'ABOUT 8 MILES SOUTHEAST OF COUNCIL GROVE, ABOUT 3 MILES NORTH
 JF1353'OF THE SMALL VILLAGE OF DUNLAP, ON THE SOUTH SIDE OF A GRAVELED
 JF1353'ROAD AND ON HIGHWAY PROPERTY.  IT IS 23 FEET SOUTH OF THE
 JF1353'CENTERLINE OF A GRAVELED ROAD, 4 FEET NORTHEAST OF A WHITE
 JF1353'WITNESS POST, 7 FEET EAST OF A STONE GATE POST, 2 FEET NORTH OF
 JF1353'A FENCE AND 3 FEET NORTH OF A TELEPHONE POLE.  THE MARK IS FLUSH
 JF1353'AND THE DISK IS STAMPED DUNLAP 1956.
 JF1353'
 JF1353'TO REACH THE STATION FROM THE CITY HALL IN DUNLAP, GO EAST
 JF1353'ON A GRAVEL STREET FOR 0.05 MILE TO A RAILROAD CROSSING.  CONTINUE
 JF1353'EAST ON THE GRAVELED STREET FOR 0.1 MILE TO A T ROAD.  TURN
 JF1353'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.25 MILE TO A GRAVELED
 JF1353'SIDE ROAD RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 2.0
 JF1353'MILES TO A T ROAD.  TURN RIGHT AND GO EAST ON THE GRAVELED
 JF1353'ROAD FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 JF1353'
 JF1353'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 JF1353'GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 JF1353'
 JF1353'REFERENCE MARK 1 IS 23 FEET NORTH OF THE CENTERLINE OF THE
 JF1353'GRAVELED ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS
 JF1353'2 INCHES AND THE DISK IS STAMPED DUNLAP NO 1 1956.
 JF1353'
 JF1353'REFERENCE MARK 2 IS 24 FEET SOUTH OF THE CENTERLINE OF THE
 JF1353'GRAVELED ROAD AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 JF1353'2 INCHES AND THE DISK IS STAMPED DUNLAP NO 2 1956.
 JF1353'
 JF1353'THE AZIMUTH MARK IS 28 FEET NORTH OF THE CENTERLINE OF THE
 JF1353'GRAVELED ROAD, 2 FEET WEST OF A WHITE WITNESS POST, 1 FOOT
 JF1353'SOUTH OF A FENCE AND 2 FEET SOUTHWEST OF A TELEPHONE POLE.  THE
 JF1353'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DUNLAP 1956.
 JF1353'
 JF1353'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1353
 JF1353                          STATION RECOVERY (1968)
 JF1353
 JF1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1353'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JF1353'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1353'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1353'FOR RECOVERY.
 JF1353'
 JF1353'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 JF1353'
 JF1353'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 JF1353'
 JF1353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 JF1353'NORTH OF DUNLAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0981 ***********************************************************************
 HG0981  DESIGNATION -  DUNNE
 HG0981  PID         -  HG0981
 HG0981  STATE/COUNTY-  KS/CLARK
 HG0981  USGS QUAD   -  ASHLAND SE (1972)
 HG0981
 HG0981                         *CURRENT SURVEY CONTROL
 HG0981  ___________________________________________________________________
 HG0981* NAD 83(1997)-  37 00 29.36633(N)    099 47 18.91814(W)     ADJUSTED  
 HG0981* NAVD 88     -       609.     (meters)    1998.     (feet)  SCALED    
 HG0981  ___________________________________________________________________
 HG0981  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 HG0981  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 HG0981
 HG0981  HORZ ORDER  -  FIRST
 HG0981
 HG0981.The horizontal coordinates were established by classical geodetic methods
 HG0981.and adjusted by the National Geodetic Survey in October 1998..
 HG0981
 HG0981.The orthometric height was scaled from a topographic map.
 HG0981
 HG0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0981
 HG0981.The geoid height was determined by GEOID03.
 HG0981
 HG0981;                    North         East     Units Scale Factor Converg.
 HG0981;SPC KS S     -   438,693.659   285,309.520   MT  1.00006086   -0 47 30.7
 HG0981;SPC OK N     -   224,289.779   440,812.338   MT  1.00005299   -1 03 19.9
 HG0981;SPC OK N     -   735,857.38  1,446,231.81   sFT  1.00005299   -1 03 19.9
 HG0981;UTM  14      - 4,096,067.918   429,841.388   MT  0.99966064   -0 28 28.9
 HG0981
 HG0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0981!SPC KS S     -   0.99990873  x   1.00006086  =   0.99996959
 HG0981!SPC OK N     -   0.99990873  x   1.00005299  =   0.99996172
 HG0981!UTM  14      -   0.99990873  x   0.99966064  =   0.99956940
 HG0981
 HG0981|---------------------------------------------------------------------|
 HG0981| PID    Reference Object                     Distance      Geod. Az  |
 HG0981|                                                           dddmmss.s |
 HG0981| HG0980 REDOUBT                               8.725 METERS 04852     |
 HG0981| CK8601 DUNNE RM 1                           26.074 METERS 13415     |
 HG0981| CK8600 DUNNE AZ MK                                        2891731.8 |
 HG0981|---------------------------------------------------------------------|
 HG0981
 HG0981                          SUPERSEDED SURVEY CONTROL
 HG0981
 HG0981  NAD 83(1997)-  37 00 29.37271(N)    099 47 18.91817(W) AD(       ) 1
 HG0981  NAD 83(1986)-  37 00 29.36534(N)    099 47 18.91402(W) AD(       ) 1
 HG0981  NAD 27      -  37 00 29.25635(N)    099 47 17.44993(W) AD(       ) 1
 HG0981
 HG0981.Superseded values are not recommended for survey control.
 HG0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0981.See file dsdata.txt to determine how the superseded data were derived.
 HG0981
 HG0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2984196068(NAD 83)
 HG0981_MARKER: DS = TRIANGULATION STATION DISK
 HG0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0981
 HG0981  HISTORY     - Date     Condition        Report By
 HG0981  HISTORY     - 1970     MONUMENTED       NGS
 HG0981
 HG0981                          STATION DESCRIPTION
 HG0981
 HG0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0981'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF ASHLAND, 11 MILES OF
 HG0981'ENGLEWOOD ON PASTURE LAND OWNED BY MR. DUNNE AND ON THE HIGHEST
 HG0981'POINT OF A KNOLL.
 HG0981'
 HG0981'TO REACH THE STATION FROM THE POST OFFICE IN ASHLAND GO SOUTH ON MAIN
 HG0981'STREET FOR 0.5 MILE TO EIGHTH AVENUE.  TURN RIGHT AND GO WEST FOR
 HG0981'0.7 MILE TO KENTUCKY STREET.  TURN LEFT AND GO SOUTH ON GRADED ROAD
 HG0981'FOR 10.6 MILES TO WHERE THE ROAD CURVES TO THE LEFT.  CONTINUE
 HG0981'SOUTH FOR 1.3 MILES TO A SIDE ROAD RIGHT AND CATTLE GUARD.  TURN
 HG0981'RIGHT, CROSSING CATTLE GUARD, AND GO WEST ON A BLADED ROAD FOR 0.7
 HG0981'MILE TO SUMMIT OF RIDGE AND DIM TRACK ROAD ON THE LEFT.  TURN LEFT
 HG0981'AND GO SOUTH ON DIM TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE
 HG0981'HIGHEST PART OF KNOLL.  FROM INTERSECTION OF BLADED AND DIM TRACK
 HG0981'ROADS GO WEST ON BLADED ROAD FOR 0.35 MILE TO WHERE THE
 HG0981'POWERLINE CROSSES THE ROAD AND THE AZIMUTH MARK ON THE LEFT.
 HG0981'
 HG0981'THE STATION MARK IS A STANDARD DISK STAMPED DUNNE 1970 SET IN THE
 HG0981'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 HG0981'INCHES ABOVE THE GROUND SURFACE.
 HG0981'
 HG0981'REFERENCE MARK 1 IS A U.S. BUREAU OF RECLAMATION MARK, A 1-INCH BOLT
 HG0981'WITH A PUNCH HOLE IN THE CENTER (NO STAMPING), SET IN THE TOP OF A
 HG0981'4-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 HG0981'SURFACE.
 HG0981'
 HG0981'REFERENCE MARK 2 IS A U.S. BUREAU OF RECLAMATION TRIANGULATION
 HG0981'STATION REDOUBT, A 1-INCH BOLT WITH A PUNCH HOLE IN THE CENTER (NO
 HG0981'STAMPING), SET IN THE TOP OF A 4-INCH CYLINDRICAL CONCRETE MONUMENT
 HG0981'THAT IS FLUSH WITH THE GROUND SURFACE.
 HG0981'
 HG0981'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUNNE 1970 SET IN THE TOP
 HG0981'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 HG0981'GROUND SURFACE.  IT IS 41 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 HG0981'DIRT ROAD, 6.5 FEET NORTHWEST OF A GUY WIRE FOR A TELEPHONE POLE
 HG0981'AND 5.0 FEET SOUTH OF A POWER POLE.
 HG0981'
 HG0981'RM 1 TO RM 2 IS 87.97 FEET AND 26.812 M.
 HG0981'
 HG0981'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0646 ***********************************************************************
 KH0646  DESIGNATION -  DUSTY
 KH0646  PID         -  KH0646
 KH0646  STATE/COUNTY-  KS/THOMAS
 KH0646  USGS QUAD   -  COLBY SW (1967)
 KH0646
 KH0646                         *CURRENT SURVEY CONTROL
 KH0646  ___________________________________________________________________
 KH0646* NAD 83(1997)-  39 19 21.18182(N)    101 08 26.00758(W)     ADJUSTED  
 KH0646* NAVD 88     -       984.     (meters)    3228.     (feet)  SCALED    
 KH0646  ___________________________________________________________________
 KH0646  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KH0646  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 KH0646
 KH0646  HORZ ORDER  -  SECOND
 KH0646
 KH0646.The horizontal coordinates were established by classical geodetic methods
 KH0646.and adjusted by the National Geodetic Survey in October 1998..
 KH0646
 KH0646.The orthometric height was scaled from a topographic map.
 KH0646
 KH0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0646
 KH0646.The geoid height was determined by GEOID03.
 KH0646
 KH0646;                    North         East     Units Scale Factor Converg.
 KH0646;SPC KS N     -   114,510.178   129,250.061   MT  0.99995763   -1 59 13.5
 KH0646;UTM  14      - 4,354,756.095   315,481.313   MT  1.00001922   -1 21 24.6
 KH0646
 KH0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0646!SPC KS N     -   0.99984940  x   0.99995763  =   0.99980704
 KH0646!UTM  14      -   0.99984940  x   1.00001922  =   0.99986862
 KH0646
 KH0646:                Primary Azimuth Mark                     Grid Az
 KH0646:SPC KS N     -  COLBY STATE POLICE RADIO MAST            038 45 15.3
 KH0646:UTM  14      -  COLBY STATE POLICE RADIO MAST            038 07 26.4
 KH0646
 KH0646|---------------------------------------------------------------------|
 KH0646| PID    Reference Object                     Distance      Geod. Az  |
 KH0646|                                                           dddmmss.s |
 KH0646| KH0640 COLBY STATE POLICE RADIO MAST       APPROX. 9.6 KM 0364601.8 |
 KH0646| KH0641 COLBY MUNICIPAL TANK                APPROX.10.7 KM 0412041.8 |
 KH0646| KH0643 COLBY THOMAS CO CTHSE CLOCK TR      APPROX.11.7 KM 0454911.9 |
 KH0646| KH0642 COLBY RADIO STATION KXXX MAST       APPROX.14.2 KM 0565900.4 |
 KH0646| CP7054 DUSTY AZ MK                                        0913957.8 |
 KH0646| CP7057 DUSTY AZ MK RESET                                  0914547.0 |
 KH0646| KH0794 MINGO FARMERS COOP ELEVATOR         APPROX.16.3 KM 1075051.2 |
 KH0646| CP7055 DUSTY RM 1                           17.745 METERS 18124     |
 KH0646| CP7056 DUSTY RM 2                           21.862 METERS 26919     |
 KH0646| KH0669 BREWSTER MUNICIPAL TANK             APPROX.21.0 KM 2832148.7 |
 KH0646| KH0650 LEVANT HBS GRAIN CO ELEVATOR        APPROX. 8.5 KM 3263143.1 |
 KH0646|---------------------------------------------------------------------|
 KH0646
 KH0646                          SUPERSEDED SURVEY CONTROL
 KH0646
 KH0646  NAD 83(1986)-  39 19 21.18362(N)    101 08 26.00973(W) AD(       ) 2
 KH0646  NAD 27      -  39 19 21.17000(N)    101 08 24.44600(W) AD(       ) 2
 KH0646
 KH0646.Superseded values are not recommended for survey control.
 KH0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0646.See file dsdata.txt to determine how the superseded data were derived.
 KH0646
 KH0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ1548154756(NAD 83)
 KH0646_MARKER: DS = TRIANGULATION STATION DISK
 KH0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0646
 KH0646  HISTORY     - Date     Condition        Report By
 KH0646  HISTORY     - 1951     MONUMENTED       CGS
 KH0646  HISTORY     - 1963     GOOD             CGS
 KH0646  HISTORY     - 1974     GOOD             USAF
 KH0646
 KH0646                          STATION DESCRIPTION
 KH0646
 KH0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0646'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST FROM COLBY,
 KH0646'ABOUT 5 MILES SOUTHEAST OF LEVANT AND IS SITUATED ON THE
 KH0646'SUMMIT OF A RISE.  IT IS SET IN AN EAST-WEST FENCE LINE, 31
 KH0646'FEET NORTH FROM THE CENTER OF THE ROAD AND 6 FEET WEST OF A
 KH0646'WITNESS POST.  IT IS STAMPED DUSTY 1951 AND PROJECTS 5 INCHES
 KH0646'ABOVE THE SURFACE OF THE GROUND.
 KH0646'
 KH0646'REFERENCE MARK NO. 1 IS SET AT THE NORTH EDGE OF A FIELD,
 KH0646'28 FEET SOUTH FROM THE CENTER OF THE ROAD.  IT IS STAMPED
 KH0646'DUSTY NO 1 1951 AND PROJECTS 4 INCHES.
 KH0646'
 KH0646'REFERENCE MARK NO. 2 IS 29 FEET NORTH FROM THE CENTER OF THE
 KH0646'ROAD AND 2 FEET SOUTH OF THE FENCE LINE.  IT IS STAMPED DUSTY NO
 KH0646'2 1951 AND PROJECTS 3 INCHES.
 KH0646'
 KH0646'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND NUMBER 2
 KH0646'IS 90.7 FEET.
 KH0646'
 KH0646'THE AZIMUTH MARK IS LOCATED 45 FEET SOUTHEAST FROM THE CENTER
 KH0646'OF A CROSSROAD INTERSECTION, 1 FOOT NORTH OF A TELEPHONE
 KH0646'POLE AND FENCE CORNER, AND 1 FOOT WEST OF A WITNESS POST.
 KH0646'IT IS STAMPED DUSTY 1951 AND PROJECTS 4 INCHES.
 KH0646'
 KH0646'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE TRAFFIC
 KH0646'LIGHTS IN COLBY, GO WEST ON U.S. HIGHWAY 24 FOR 0.55 MILE
 KH0646'TO A CROSS STREET AND A SIGN ON THE RIGHT ATWOOD, TURN LEFT
 KH0646'AND GO SOUTH ON RANGE AVENUE (PASSING THE ST. THOMAS HOSPITAL
 KH0646'ON THE RIGHT) FOR 1.2 MILES TO A T-ROAD, TURN RIGHT AND GO WEST
 KH0646'FOR 4.1 MILES TO A CROSSROAD, TURN LEFT AND GO SOUTH FOR 4.0
 KH0646'MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT.  TURN
 KH0646'RIGHT AND GO WEST FOR 0.6 MILE TO THE TOP OF A RISE AND THE
 KH0646'STATION AS DESCRIBED.
 KH0646'
 KH0646'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KH0646
 KH0646                          STATION RECOVERY (1963)
 KH0646
 KH0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KH0646'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KH0646'FOUND IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH REQUIRED
 KH0646'MOVING BECAUSE THE ROAD WAS BEING WIDENED AND GRADED.  A
 KH0646'COMPLETE DESCRIPTION FOLLOWS.
 KH0646'
 KH0646'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF COLBY AND 5
 KH0646'MILES SOUTHEAST OF THE SMALL TOWN OF LEVANT IN THE SW 1/4
 KH0646'OF SEC. 29, T 8 S., R 34 W. ALONG THE NORTH SIDE OF AN EAST-WEST
 KH0646'SECTION-LINE ROAD, AND ALONG THE SOUTH EDGE OF FIELD FARMED
 KH0646'AND OWNED BY RONALD FRAHM WHOSE FARM BUILDINGS ARE 1/2 MILE
 KH0646'EAST AND 1 MILE NORTH.  THE STATION MARK IS ABOUT 200 YARDS
 KH0646'WEST OF VACANT FARM BUILDINGS, 29 FEET NORTH OF THE CENTER
 KH0646'OF EAST-WEST ROAD, AND 1 FOOT EAST OF A STEEL WITNESS POST
 KH0646'WITH SIGN IN A FENCELINE.  THE MARK PROJECTS 1 INCH AND THE
 KH0646'DISK IS STAMPED DUSTY 1951.
 KH0646'
 KH0646'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND 28 FEET SOUTH
 KH0646'OF THE CENTER OF ROAD.  THE MARK PROJECTS 2 INCHES AND THE
 KH0646'DISK IS STAMPED DUSTY NO 1 1951.
 KH0646'
 KH0646'REFERENCE MARK NO. 2 IS WEST OF THE STATION IN FENCELINE
 KH0646'AND 29 FEET NORTH OF THE CENTER OF ROAD.  THE MARK PROJECTS
 KH0646'3 INCHES AND THE DISK IS STAMPED DUSTY NO 2 1951.
 KH0646'
 KH0646'AZIMUTH MARK (RESET) IS 0.55 MILE EAST OF THE STATION, 50
 KH0646'FEET EAST OF THE CENTER OF NORTH-SOUTH GRADED ROAD, 28 FEET
 KH0646'SOUTH OF THE CENTER OF EAST-WEST ROAD, 17 FEET EAST OF THE
 KH0646'SOUTH END OF STEEL CULVERT, 7 FEET SOUTH OF A TELEPHONE POLE,
 KH0646'5 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, AND
 KH0646'1 FOOT NORTH OF A STEEL WITNESS POST WITH SIGN.  THE MARK
 KH0646'PROJECTS 6 INCHES AND THE DISK IS STAMPED DUSTY 1951 RESET
 KH0646'1963.
 KH0646'
 KH0646'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KH0646'MAIN STREET IN COLBY, GO WEST ON U.S. HIGHWAY 24 FOR 0.55
 KH0646'MILE TO THE JUNCTION OF STATE HIGHWAY 25.  CONTINUE WEST ON
 KH0646'U.S. HIGHWAY 24 FOR 4.0 MILES TO CROSSROADS.  TURN LEFT AND
 KH0646'GO SOUTH ON GRADED ROAD FOR 5.0 MILES TO CROSSROADS AND
 KH0646'THE AZIMUTH MARK IN THE SOUTHEAST OF THE INTERSECTION AS
 KH0646'DESCRIBED.  TURN RIGHT AND GO WEST ON SECTION-LINE ROAD FOR
 KH0646'0.55 MILE TO THE TOP OF GRADE AND THE STATION ON THE RIGHT
 KH0646'AS DESCRIBED.
 KH0646'
 KH0646'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KH0646
 KH0646                          STATION RECOVERY (1974)
 KH0646
 KH0646'RECOVERY NOTE BY US AIR FORCE 1974
 KH0646'STATION, AZIMUTH MARK, AND R.M. 2 WERE RECOVERED IN GOOD CONDITION
 KH0646'AS DESCRIBED.
 KH0646'
 KH0646'R.M. 1 WAS NOT RECOVERED, AND MAY HAVE BEEN DESTROYED DURING
 KH0646'FARMING OPERATIONS.
 KH0646'
 KH0646'THE 1963 ROUTE DESCRIPTION WAS ADEQUATE.
 KH0646'
 KH0646'RECOVERED BY USAF, 1974
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0866 ***********************************************************************
 HG0866  DESIGNATION -  DUSTY
 HG0866  PID         -  HG0866
 HG0866  STATE/COUNTY-  KS/PRATT
 HG0866  USGS QUAD   -  PRATT SW (1968)
 HG0866
 HG0866                         *CURRENT SURVEY CONTROL
 HG0866  ___________________________________________________________________
 HG0866* NAD 83(1997)-  37 34 14.07660(N)    098 37 47.08738(W)     ADJUSTED  
 HG0866* NAVD 88     -       579.     (meters)    1900.     (feet)  SCALED    
 HG0866  ___________________________________________________________________
 HG0866  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 HG0866  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 HG0866
 HG0866  HORZ ORDER  -  FIRST
 HG0866
 HG0866.The horizontal coordinates were established by classical geodetic methods
 HG0866.and adjusted by the National Geodetic Survey in October 1998..
 HG0866
 HG0866.The orthometric height was scaled from a topographic map.
 HG0866
 HG0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0866
 HG0866.The geoid height was determined by GEOID03.
 HG0866
 HG0866;                    North         East     Units Scale Factor Converg.
 HG0866;SPC KS S     -   500,328.086   388,538.445   MT  0.99995416   -0 04 47.0
 HG0866;UTM  14      - 4,158,235.784   532,695.966   MT  0.99961317   +0 13 32.7
 HG0866
 HG0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0866!SPC KS S     -   0.99991346  x   0.99995416  =   0.99986762
 HG0866!UTM  14      -   0.99991346  x   0.99961317  =   0.99952666
 HG0866
 HG0866|---------------------------------------------------------------------|
 HG0866| PID    Reference Object                     Distance      Geod. Az  |
 HG0866|                                                           dddmmss.s |
 HG0866| CK8604 DUSTY RM 1                           22.438 METERS 00205     |
 HG0866| CK8605 DUSTY RM 2                           24.230 METERS 17716     |
 HG0866| CK8603 DUSTY AZ MK                                        3595620.2 |
 HG0866|---------------------------------------------------------------------|
 HG0866
 HG0866                          SUPERSEDED SURVEY CONTROL
 HG0866
 HG0866  NAD 83(1997)-  37 34 14.08320(N)    098 37 47.09037(W) AD(       ) 1
 HG0866  NAD 83(1986)-  37 34 14.08335(N)    098 37 47.08867(W) AD(       ) 1
 HG0866  NAD 27      -  37 34 14.01600(N)    098 37 45.77700(W) AD(       ) 1
 HG0866
 HG0866.Superseded values are not recommended for survey control.
 HG0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0866.See file dsdata.txt to determine how the superseded data were derived.
 HG0866
 HG0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG3269658236(NAD 83)
 HG0866_MARKER: DS = TRIANGULATION STATION DISK
 HG0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0866
 HG0866  HISTORY     - Date     Condition        Report By
 HG0866  HISTORY     - 1938     MONUMENTED       CGS
 HG0866  HISTORY     - 1951     MARK NOT FOUND   CGS
 HG0866  HISTORY     - 1964     MARK NOT FOUND   CGS
 HG0866  HISTORY     - 1972     SEE DESCRIPTION  USGS
 HG0866
 HG0866                          STATION DESCRIPTION
 HG0866
 HG0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0866'STATION IS ABOUT 6 MILES EAST AND 5 MILES SOUTH OF PRATT,
 HG0866'2 MILES SOUTH OF THE GLENDARE METHODIST CHURCH NEAR THE
 HG0866'WEST SIDE OF SECTION 34, T 28 S, R 12 W.  IT IS 25 FEET
 HG0866'WEST OF THE CENTER LINE OF A GRAVEL ROAD AND 6 FEET WEST
 HG0866'OF A NORTH-SOUTH FENCE.
 HG0866'
 HG0866'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0866'BRONZE DISKS SET IN CONCRETE.
 HG0866'
 HG0866'REFERENCE MARKS ARE IN THE NORTH-SOUTH FENCE LINE.
 HG0866'
 HG0866'AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, 25 FEET
 HG0866'WEST OF CENTER OF GRAVEL ROAD IN FENCE CORNER.
 HG0866'
 HG0866'STATION IS REACHED FROM THE INTERSECTION OF HIGHWAYS U.S.
 HG0866'54 AND STATE 8 IN PRATT BY GOING EAST ON U.S. 54 FOR 6.0
 HG0866'MILES TO A GRAVEL ROAD SOUTH.  GO SOUTH 3.0 MILES TO GLENDARE
 HG0866'METHODIST CHURCH AND CONTINUE 2.0 MILES TO STATION.
 HG0866'
 HG0866'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HG0866
 HG0866                          STATION RECOVERY (1951)
 HG0866
 HG0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 HG0866'AS THE ROAD HAS BEEN WIDENED TO A 60-FOOT RIGHT-OF-WAY AND
 HG0866'ELEVATED ABOUT 3 FEET TO TOP OF CROWN, IT IS ASSUMED THAT
 HG0866'ALL MARKS HAVE BEEN DESTROYED.  STATION WOULD HAVE BEEN
 HG0866'ON THE E SIDE OF SEC. 33 INSTEAD OF ON THE W SIDE OF SEC.
 HG0866'34 IF THE STATION MARK WAS ON THE W SIDE OF THE ROAD AS
 HG0866'PREVIOUSLY DESCRIBED.
 HG0866
 HG0866                          STATION RECOVERY (1964)
 HG0866
 HG0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 HG0866'THIS STATION WAS NOT RECOVERED AND IT IS BELIEVED THAT ALL
 HG0866'THE MARKS HAVE BEEN DESTROYED DUE TO ROAD CONSTRUCTION.
 HG0866
 HG0866                          STATION RECOVERY (1972)
 HG0866
 HG0866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 HG0866'ALL SURFACE MKS. APPEAR TO BE DESTROYED.  UNDERGROUND MK. WAS NOT
 HG0866'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1398 ***********************************************************************
 HF1398  DESIGNATION -  DUWE
 HF1398  PID         -  HF1398
 HF1398  STATE/COUNTY-  KS/HARPER
 HF1398  USGS QUAD   -  FREEPORT (1971)
 HF1398
 HF1398                         *CURRENT SURVEY CONTROL
 HF1398  ___________________________________________________________________
 HF1398* NAD 83(1997)-  37 08 03.22156(N)    097 52 30.27562(W)     ADJUSTED  
 HF1398* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 HF1398  ___________________________________________________________________
 HF1398  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 HF1398  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 HF1398
 HF1398  HORZ ORDER  -  THIRD
 HF1398
 HF1398.The horizontal coordinates were established by classical geodetic methods
 HF1398.and adjusted by the National Geodetic Survey in October 1998..
 HF1398
 HF1398.The orthometric height was scaled from a topographic map.
 HF1398
 HF1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1398
 HF1398.The geoid height was determined by GEOID03.
 HF1398
 HF1398;                    North         East     Units Scale Factor Converg.
 HF1398;SPC KS S     -   452,079.024   455,528.724   MT  1.00002867   +0 23 02.5
 HF1398;UTM  14      - 4,110,355.087   599,916.804   MT  0.99972298   +0 40 45.0
 HF1398
 HF1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1398!SPC KS S     -   0.99994293  x   1.00002867  =   0.99997160
 HF1398!UTM  14      -   0.99994293  x   0.99972298  =   0.99966592
 HF1398
 HF1398|---------------------------------------------------------------------|
 HF1398| PID    Reference Object                     Distance      Geod. Az  |
 HF1398|                                                           dddmmss.s |
 HF1398| CL5101 DUWE RM 1                             9.573 METERS 08958     |
 HF1398| CL5100 DUWE AZ MK                                         1794558.6 |
 HF1398| CL5102 DUWE RM 2                            12.987 METERS 18039     |
 HF1398| HF1407 ATT MICROWAVE SSW BLUFF CITY        APPROX.10.3 KM 1910655.6 |
 HF1398|---------------------------------------------------------------------|
 HF1398
 HF1398                          SUPERSEDED SURVEY CONTROL
 HF1398
 HF1398  NAD 83(1997)-  37 08 03.22501(N)    097 52 30.27740(W) AD(       ) 3
 HF1398  NAD 83(1986)-  37 08 03.22907(N)    097 52 30.26957(W) AD(       ) 3
 HF1398  NAD 27      -  37 08 03.14989(N)    097 52 29.06006(W) AD(       ) 3
 HF1398
 HF1398.Superseded values are not recommended for survey control.
 HF1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1398.See file dsdata.txt to determine how the superseded data were derived.
 HF1398
 HF1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9991710355(NAD 83)
 HF1398_MARKER: DS = TRIANGULATION STATION DISK
 HF1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1398
 HF1398  HISTORY     - Date     Condition        Report By
 HF1398  HISTORY     - 1957     MONUMENTED       CGS
 HF1398
 HF1398                          STATION DESCRIPTION
 HF1398
 HF1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1398'STATION IS ABOUT 4 MILES NORTH OF BLUFF CITY, ON THE EAST SIDE
 HF1398'OF THE NORTHEAST 1/4 OF SECTION 32, T 33 S, R 5 W AND ON LAND
 HF1398'OWNED AND OCCUPIED BY HENRY DUWE.
 HF1398'
 HF1398'REACHED FROM THE POST OFFICE IN BLUFF CITY BY GOING NORTH ON
 HF1398'A PAVED ROAD FOR 3.25 MILE TO A CROSSROADS AND THE AZIMUTH MARK.
 HF1398'CONTINUE NORTH ON THE PAVED ROAD FOR 0.65 MILE TO THE FARM HOUSE
 HF1398'OF HENRY DUWE AND THE STATION ON THE LEFT.
 HF1398'
 HF1398'STATION MARKS ARE STANDARD DISKS, STAMPED DUWE 1957.  SURFACE
 HF1398'MARK IS SET IN A 9-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 HF1398'THE GROUND.  IT IS 196 FEET EAST OF THE SOUTHEAST CORNER OF A
 HF1398'BARN, 73 FEET WEST OF THE CENTER OF THE PAVED ROAD, ABOUT 40
 HF1398'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 30 FEET
 HF1398'WEST OF A TRANSFORMER POLE IN THE YARD FENCE CORNER, 27 FEET
 HF1398'NORTH OF THE CENTER OF THE DRIVEWAY AND 3 FEET SOUTH OF THE
 HF1398'YARD FENCE.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS
 HF1398'OF CONCRETE 30 INCHES BELOW THE GROUND SURFACE.  NO WITNESS
 HF1398'POST WAS SET.
 HF1398'
 HF1398'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUWE NO 1 1957,
 HF1398'SET IN A 9-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HF1398'GROUND.  IT IS 42 FEET WEST OF THE CENTER OF THE PAVED ROAD, 23
 HF1398'FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 3 FEET SOUTHEAST
 HF1398'OF THE TRANSFORMER POLE.
 HF1398'
 HF1398'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUWE NO 2 1957,
 HF1398'SET IN A 9-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HF1398'GROUND.  IT IS 74 FEET WEST OF THE CENTER OF THE PAVED ROAD,
 HF1398'55 FEET SOUTHWEST OF THE TRANSFORMER POLE, 46 FEET SOUTH OF
 HF1398'THE YARD FENCE AND 15 FEET SOUTH OF THE CENTER OF THE DRIVEWAY.
 HF1398'
 HF1398'AZIMUTH MARK IS A STANDARD DISK, STAMPED DUWE 1957 SET IN A
 HF1398'9-INCH SQUARE CONCRETE POST PROJECTING 8 INCHES.  IT IS AT THE
 HF1398'SOUTHEAST CORNER OF A CULTIVATED FIELD, 120 FEET NORTH OF THE
 HF1398'CENTER OF AN EAST-WEST GRAVELED ROAD, 50 FEET WEST OF THE
 HF1398'CENTER OF THE PAVED ROAD AND 10 FEET NORTHEAST OF A WALNUT
 HF1398'TREE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET EAST
 HF1398'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0529 ***********************************************************************
 KH0529  DESIGNATION -  E 100
 KH0529  PID         -  KH0529
 KH0529  STATE/COUNTY-  KS/CHEYENNE
 KH0529  USGS QUAD   -  BIRD CITY SOUTH NW (1981)
 KH0529
 KH0529                         *CURRENT SURVEY CONTROL
 KH0529  ___________________________________________________________________
 KH0529* NAD 83(1986)-  39 41 56.     (N)    101 42 45.     (W)     SCALED    
 KH0529* NAVD 88     -      1067.463  (meters)    3502.17   (feet)  ADJUSTED  
 KH0529  ___________________________________________________________________
 KH0529  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 KH0529  DYNAMIC HT  -        1066.617 (meters)    3499.39  (feet)  COMP
 KH0529  MODELED GRAV-     979,797.7   (mgal)                       NAVD 88
 KH0529
 KH0529  VERT ORDER  -  SECOND    CLASS 0
 KH0529
 KH0529.The horizontal coordinates were scaled from a topographic map and have
 KH0529.an estimated accuracy of +/- 6 seconds.
 KH0529
 KH0529.The orthometric height was determined by differential leveling
 KH0529.and adjusted by the National Geodetic Survey in June 1991..
 KH0529
 KH0529.The geoid height was determined by GEOID03.
 KH0529
 KH0529.The dynamic height is computed by dividing the NAVD 88
 KH0529.geopotential number by the normal gravity value computed on the
 KH0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0529.degrees latitude (g = 980.6199 gals.).
 KH0529
 KH0529.The modeled gravity was interpolated from observed gravity values.
 KH0529
 KH0529;                    North         East    Units  Estimated Accuracy
 KH0529;SPC KS N     -   158,120.       81,680.      MT  (+/- 180 meters Scaled)
 KH0529
 KH0529                          SUPERSEDED SURVEY CONTROL
 KH0529
 KH0529  NGVD 29 (??/??/92) 1067.020  (m)         3500.71   (f) ADJ UNCH    2 0
 KH0529
 KH0529.Superseded values are not recommended for survey control.
 KH0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0529.See file dsdata.txt to determine how the superseded data were derived.
 KH0529
 KH0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ674978(NAD 83)
 KH0529_MARKER: DB = BENCH MARK DISK
 KH0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0529_STAMPING: E 100 1935
 KH0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0529+STABILITY: SURFACE MOTION
 KH0529
 KH0529  HISTORY     - Date     Condition        Report By
 KH0529  HISTORY     - 1935     MONUMENTED       CGS
 KH0529  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0529
 KH0529                          STATION DESCRIPTION
 KH0529
 KH0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0529'4.5 MI S FROM WHEELER.
 KH0529'4.5 MI. S. OF DEPOT ALONG STATE HWY. 27 ABOUT 0.3 MI. E. OF A
 KH0529'SMALL FARM HOUSE, AT A CROSS ROAD, 55 FT. W. OF THE CENTER LINE
 KH0529'OF THE HWY., 35 FT. N. OF THE CENTER LINE OF AN E-W CROSS ROAD,
 KH0529'20 FT. W. OF A FENCE CORNER, AND 1 1/2 FT. S. OF THE FENCE LINE.
 KH0529
 KH0529                          STATION RECOVERY (1975)
 KH0529
 KH0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0260 ***********************************************************************
 JH0260  DESIGNATION -  E 103
 JH0260  PID         -  JH0260
 JH0260  STATE/COUNTY-  KS/WICHITA
 JH0260  USGS QUAD   -  MARIENTHAL (1976)
 JH0260
 JH0260                         *CURRENT SURVEY CONTROL
 JH0260  ___________________________________________________________________
 JH0260* NAD 83(1986)-  38 29 10.     (N)    101 14 18.     (W)     SCALED    
 JH0260* NAVD 88     -       978.732  (meters)    3211.06   (feet)  ADJUSTED  
 JH0260  ___________________________________________________________________
 JH0260  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 JH0260  DYNAMIC HT  -         977.900 (meters)    3208.33  (feet)  COMP
 JH0260  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 JH0260
 JH0260  VERT ORDER  -  SECOND    CLASS 0
 JH0260
 JH0260.The horizontal coordinates were scaled from a topographic map and have
 JH0260.an estimated accuracy of +/- 6 seconds.
 JH0260
 JH0260.The orthometric height was determined by differential leveling
 JH0260.and adjusted by the National Geodetic Survey in June 1991..
 JH0260
 JH0260.The geoid height was determined by GEOID03.
 JH0260
 JH0260.The dynamic height is computed by dividing the NAVD 88
 JH0260.geopotential number by the normal gravity value computed on the
 JH0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0260.degrees latitude (g = 980.6199 gals.).
 JH0260
 JH0260.The modeled gravity was interpolated from observed gravity values.
 JH0260
 JH0260;                    North         East    Units  Estimated Accuracy
 JH0260;SPC KS S     -   605,450.      161,120.      MT  (+/- 180 meters Scaled)
 JH0260
 JH0260                          SUPERSEDED SURVEY CONTROL
 JH0260
 JH0260  NGVD 29 (??/??/92)  978.394  (m)         3209.95   (f) ADJ UNCH    2 0
 JH0260
 JH0260.Superseded values are not recommended for survey control.
 JH0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0260.See file dsdata.txt to determine how the superseded data were derived.
 JH0260
 JH0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH047621(NAD 83)
 JH0260_MARKER: DB = BENCH MARK DISK
 JH0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0260_STAMPING: E 103 1935
 JH0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0260+STABILITY: SURFACE MOTION
 JH0260
 JH0260  HISTORY     - Date     Condition        Report By
 JH0260  HISTORY     - 1935     MONUMENTED       CGS
 JH0260  HISTORY     - 1940     GOOD             NGS
 JH0260
 JH0260                          STATION DESCRIPTION
 JH0260
 JH0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0260'1.5 MI W FROM MARIENTHAL.
 JH0260'1.5 MILES WEST OF MISSOURI PACIFIC RAILROAD STATION IN MARIENTHAL.
 JH0260'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0260'RAILROAD, AT A GRADE CROSSING, 3.0 FEET SOUTH OF THE THIRD POLE
 JH0260'WEST OF MILEPOST NO. 700-20, 51 FEET NORTHEAST OF CENTER OF THE
 JH0260'CROSSING, 37.4 FEET NORTH OF CENTER LINE OF THE TRACK, 34 FEET
 JH0260'EAST OF CENTER LINE OF THE ROAD CROSSING THE TRACK, 24 FEET EAST
 JH0260'OF FENCE CORNER, 13.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE
 JH0260'LINE, 2.0 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 JH0260'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0612 ***********************************************************************
 KF0612  DESIGNATION -  E 106
 KF0612  PID         -  KF0612
 KF0612  STATE/COUNTY-  KS/REPUBLIC
 KF0612  USGS QUAD   -  MUNDEN (1968)
 KF0612
 KF0612                         *CURRENT SURVEY CONTROL
 KF0612  ___________________________________________________________________
 KF0612* NAD 83(1986)-  39 59 13.     (N)    097 32 14.     (W)     SCALED    
 KF0612* NAVD 88     -       463.549  (meters)    1520.83   (feet)  ADJUSTED  
 KF0612  ___________________________________________________________________
 KF0612  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 KF0612  DYNAMIC HT  -         463.279 (meters)    1519.94  (feet)  COMP
 KF0612  MODELED GRAV-     980,028.7   (mgal)                       NAVD 88
 KF0612
 KF0612  VERT ORDER  -  SECOND    CLASS 0
 KF0612
 KF0612.The horizontal coordinates were scaled from a topographic map and have
 KF0612.an estimated accuracy of +/- 6 seconds.
 KF0612
 KF0612.The orthometric height was determined by differential leveling
 KF0612.and adjusted by the National Geodetic Survey in June 1991..
 KF0612
 KF0612.The geoid height was determined by GEOID03.
 KF0612
 KF0612.The dynamic height is computed by dividing the NAVD 88
 KF0612.geopotential number by the normal gravity value computed on the
 KF0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0612.degrees latitude (g = 980.6199 gals.).
 KF0612
 KF0612.The modeled gravity was interpolated from observed gravity values.
 KF0612
 KF0612;                    North         East    Units  Estimated Accuracy
 KF0612;SPC KS N     -   183,680.      439,530.      MT  (+/- 180 meters Scaled)
 KF0612
 KF0612                          SUPERSEDED SURVEY CONTROL
 KF0612
 KF0612  NGVD 29 (??/??/92)  463.390  (m)         1520.31   (f) ADJ UNCH    2 0
 KF0612
 KF0612.Superseded values are not recommended for survey control.
 KF0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0612.See file dsdata.txt to determine how the superseded data were derived.
 KF0612
 KF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK248273(NAD 83)
 KF0612_MARKER: DB = BENCH MARK DISK
 KF0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0612_STAMPING: E-106 1934
 KF0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0612+STABILITY: SURFACE MOTION
 KF0612
 KF0612  HISTORY     - Date     Condition        Report By
 KF0612  HISTORY     - 1934     MONUMENTED       CGS
 KF0612
 KF0612                          STATION DESCRIPTION
 KF0612
 KF0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0612'2.5 MI W FROM HUBBELL.
 KF0612'2.5 MILES WEST OF BURLINGTON STATION, HUBBELL.  ALONG CHICAGO,
 KF0612'BURLINGTON AND QUINCY RAILROAD.  IN THE TOP OF CONCRETE PIER
 KF0612'AT THE SOUTHEAST CORNER OF RAILROAD UNDERPASS.  2 RAILS EAST
 KF0612'OF MILEPOST 141.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0550 ***********************************************************************
 KE0550  DESIGNATION -  E 107
 KE0550  PID         -  KE0550
 KE0550  STATE/COUNTY-  KS/DONIPHAN
 KE0550  USGS QUAD   -  DENTON (1961)
 KE0550
 KE0550                         *CURRENT SURVEY CONTROL
 KE0550  ___________________________________________________________________
 KE0550* NAD 83(1997)-  39 41 47.40708(N)    095 19 08.53609(W)     ADJUSTED  
 KE0550* NAVD 88     -       353.862  (meters)    1160.96   (feet)  ADJUSTED  
 KE0550  ___________________________________________________________________
 KE0550  X           -    -455,585.635 (meters)                     COMP
 KE0550  Y           -  -4,893,385.581 (meters)                     COMP
 KE0550  Z           -   4,052,320.211 (meters)                     COMP
 KE0550  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 KE0550  ELLIP HEIGHT-         322.49  (meters)          (10/02/98) GPS OBS
 KE0550  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KE0550  DYNAMIC HT  -         353.649 (meters)    1160.26  (feet)  COMP
 KE0550  MODELED GRAV-     980,015.0   (mgal)                       NAVD 88
 KE0550
 KE0550  HORZ ORDER  -  THIRD
 KE0550  VERT ORDER  -  SECOND    CLASS 0
 KE0550  ELLP ORDER  -  FOURTH    CLASS I
 KE0550
 KE0550.The horizontal coordinates were established by GPS observations
 KE0550.and adjusted by the National Geodetic Survey in October 1998..
 KE0550
 KE0550.The orthometric height was determined by differential leveling
 KE0550.and adjusted by the National Geodetic Survey in June 1991..
 KE0550
 KE0550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE0550
 KE0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0550
 KE0550.The ellipsoidal height was determined by GPS observations
 KE0550.and is referenced to NAD 83.
 KE0550
 KE0550.The geoid height was determined by GEOID03.
 KE0550
 KE0550.The dynamic height is computed by dividing the NAVD 88
 KE0550.geopotential number by the normal gravity value computed on the
 KE0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0550.degrees latitude (g = 980.6199 gals.).
 KE0550
 KE0550.The modeled gravity was interpolated from observed gravity values.
 KE0550
 KE0550;                    North         East     Units Scale Factor Converg.
 KE0550;SPC KS N     -   154,735.111   629,911.469   MT  0.99998707   +1 41 46.6
 KE0550;UTM  15      - 4,396,643.730   301,163.932   MT  1.00008677   -1 28 54.1
 KE0550
 KE0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0550!SPC KS N     -   0.99994941  x   0.99998707  =   0.99993648
 KE0550!UTM  15      -   0.99994941  x   1.00008677  =   1.00003617
 KE0550
 KE0550                          SUPERSEDED SURVEY CONTROL
 KE0550
 KE0550  NAD 83(1997)-  39 41 47.40826(N)    095 19 08.53431(W) AD(       ) 3
 KE0550  NAD 83(1986)-  39 41 47.41403(N)    095 19 08.53232(W) AD(       ) 3
 KE0550  NGVD 29 (??/??/92)  353.754  (m)         1160.61   (f) ADJ UNCH    2 0
 KE0550
 KE0550.Superseded values are not recommended for survey control.
 KE0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0550.See file dsdata.txt to determine how the superseded data were derived.
 KE0550
 KE0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD0116496644(NAD 83)
 KE0550_MARKER: DB = BENCH MARK DISK
 KE0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0550_SP_SET: CONCRETE POST
 KE0550_STAMPING: E 107 1934
 KE0550_MARK LOGO: CGS   
 KE0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0550+STABILITY: SURFACE MOTION
 KE0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0550+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1989
 KE0550
 KE0550  HISTORY     - Date     Condition        Report By
 KE0550  HISTORY     - 1934     MONUMENTED       CGS
 KE0550  HISTORY     - 1950     GOOD             NGS
 KE0550  HISTORY     - 19890701 GOOD             NGS
 KE0550
 KE0550                          STATION DESCRIPTION
 KE0550
 KE0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0550'1.4 MI NE FROM PURCELL.
 KE0550'1.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0550'RAILROAD FROM THE STATION SIGN AT PURCELL, DONIPHAN COUNTY, AT
 KE0550'A ROAD CROSSING, 40 FEET WEST OF THE WEST RAIL, 31 FEET SOUTH
 KE0550'OF THE CENTERLINE OF THE ROAD, 7 FEET SOUTHEAST OF A FENCE CORNER,
 KE0550'AND 6 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 KE0550'STAMPED E 107 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KE0550'WITH THE GROUND.
 KE0550
 KE0550                          STATION RECOVERY (1989)
 KE0550
 KE0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0550'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) NORTH OF ATCHINSON, 20
 KE0550'KM (12.45 MI) WEST OF TROY, 1.8 KM (1.10 MI) EAST OF THE
 KE0550'BROWN-DONIPHAN COUNTY LINE, IN THE NORTHWEST 1/4 OF SECTION 20, T 4 S,
 KE0550'R 19 E.  OWNERSHIP--UNKNOWN.
 KE0550'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 20,
 KE0550'ABOUT 8 KM (4.95 MI) SOUTHWEST OF TROY, GO WEST ON HIGHWAY 20 FOR 8.85
 KE0550'KM (5.50 MI) TO ITS JUNCTION WITH STATE HIGHWAY 120 ON THE RIGHT.
 KE0550'CONTINUE WEST, THEN SOUTH, ON HIGHWAY 20 FOR 6.45 KM (4.00 MI) TO A
 KE0550'GRAVEL CROSSROAD.  TURN RIGHT AND GO WEST FOR 3.2 KM (2.00 MI) TO A
 KE0550'ROAD LEFT.  CONTINUE WEST FOR 1.45 KM (0.90 MI) TO THE OLD RAILROAD
 KE0550'GRADE AND THE STATION ON THE LEFT.
 KE0550'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 KE0550'CONCRETE POST FLUSH WITH THE GROUND AND 1 METER ABOVE THE ROAD.
 KE0550'LOCATED 11.2 M (36.7 FT) NORTHWEST OF WEST EDGE OF GRADE, 9.5 M
 KE0550'(31.2 FT) SOUTH OF THE ROAD CENTER, 8.2 M (26.9 FT) SOUTHEAST OF A
 KE0550'TELEPHONE POLE AND 0.5 M (1.6 FT) NORTH OF A CARSONITE WITNESS POST.
 KE0550'DESCRIBED BY M.J. WELLSLAGER, TYPED BY HJS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0960 ***********************************************************************
 KE0960  DESIGNATION -  E 108
 KE0960  PID         -  KE0960
 KE0960  STATE/COUNTY-  KS/BROWN
 KE0960  USGS QUAD   -  HORTON (1961)
 KE0960
 KE0960                         *CURRENT SURVEY CONTROL
 KE0960  ___________________________________________________________________
 KE0960* NAD 83(1986)-  39 39 10.     (N)    095 34 00.     (W)     SCALED    
 KE0960* NAVD 88     -       331.999  (meters)    1089.23   (feet)  ADJUSTED  
 KE0960  ___________________________________________________________________
 KE0960  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 KE0960  DYNAMIC HT  -         331.795 (meters)    1088.56  (feet)  COMP
 KE0960  MODELED GRAV-     980,005.3   (mgal)                       NAVD 88
 KE0960
 KE0960  VERT ORDER  -  SECOND    CLASS 0
 KE0960
 KE0960.The horizontal coordinates were scaled from a topographic map and have
 KE0960.an estimated accuracy of +/- 6 seconds.
 KE0960
 KE0960.The orthometric height was determined by differential leveling
 KE0960.and adjusted by the National Geodetic Survey in June 1991..
 KE0960
 KE0960.The geoid height was determined by GEOID03.
 KE0960
 KE0960.The dynamic height is computed by dividing the NAVD 88
 KE0960.geopotential number by the normal gravity value computed on the
 KE0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0960.degrees latitude (g = 980.6199 gals.).
 KE0960
 KE0960.The modeled gravity was interpolated from observed gravity values.
 KE0960
 KE0960;                    North         East    Units  Estimated Accuracy
 KE0960;SPC KS N     -   149,280.      608,810.      MT  (+/- 180 meters Scaled)
 KE0960
 KE0960                          SUPERSEDED SURVEY CONTROL
 KE0960
 KE0960  NGVD 29 (??/??/92)  331.887  (m)         1088.87   (f) ADJ UNCH    2 0
 KE0960
 KE0960.Superseded values are not recommended for survey control.
 KE0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0960.See file dsdata.txt to determine how the superseded data were derived.
 KE0960
 KE0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD797923(NAD 83)
 KE0960_MARKER: DB = BENCH MARK DISK
 KE0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0960_STAMPING: E 108 1934
 KE0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0960+STABILITY: SURFACE MOTION
 KE0960
 KE0960  HISTORY     - Date     Condition        Report By
 KE0960  HISTORY     - 1934     MONUMENTED       CGS
 KE0960
 KE0960                          STATION DESCRIPTION
 KE0960
 KE0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0960'2.9 MI SW FROM HORTON.
 KE0960'2.9 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0960'RAILWAY FROM THE CITY HALL AT HORTON, BROWN COUNTY, AT THE
 KE0960'BROWN-JACKSON COUNTY LINE, AT A ROAD CROSSING, 42 FEET NORTH
 KE0960'OF THE CENTER LINE OF THE ROAD, 38 FEET NORTHWEST OF THE CENTER
 KE0960'LINE OF THE TRACK, 26 FEET NORTH OF A CROSSING-WARNING SIGN, 18
 KE0960'FEET SOUTHWEST OF A POLE, AND IN LINE WITH THE ROW OF POLES.  A
 KE0960'STANDARD DISK, STAMPED E 108 1934 AND SET IN THE TOP OF A
 KE0960'CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0989 ***********************************************************************
 KE0989  DESIGNATION -  E 109
 KE0989  PID         -  KE0989
 KE0989  STATE/COUNTY-  KS/NEMAHA
 KE0989  USGS QUAD   -  BERN (1960)
 KE0989
 KE0989                         *CURRENT SURVEY CONTROL
 KE0989  ___________________________________________________________________
 KE0989* NAD 83(1986)-  39 56 56.     (N)    095 52 56.     (W)     SCALED    
 KE0989* NAVD 88     -       414.689  (meters)    1360.53   (feet)  ADJUSTED  
 KE0989  ___________________________________________________________________
 KE0989  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 KE0989  DYNAMIC HT  -         414.444 (meters)    1359.72  (feet)  COMP
 KE0989  MODELED GRAV-     980,023.1   (mgal)                       NAVD 88
 KE0989
 KE0989  VERT ORDER  -  SECOND    CLASS 0
 KE0989
 KE0989.The horizontal coordinates were scaled from a topographic map and have
 KE0989.an estimated accuracy of +/- 6 seconds.
 KE0989
 KE0989.The orthometric height was determined by differential leveling
 KE0989.and adjusted by the National Geodetic Survey in June 1991..
 KE0989
 KE0989.The geoid height was determined by GEOID03.
 KE0989
 KE0989.The dynamic height is computed by dividing the NAVD 88
 KE0989.geopotential number by the normal gravity value computed on the
 KE0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0989.degrees latitude (g = 980.6199 gals.).
 KE0989
 KE0989.The modeled gravity was interpolated from observed gravity values.
 KE0989
 KE0989;                    North         East    Units  Estimated Accuracy
 KE0989;SPC KS N     -   181,470.      580,970.      MT  (+/- 180 meters Scaled)
 KE0989
 KE0989                          SUPERSEDED SURVEY CONTROL
 KE0989
 KE0989  NGVD 29 (??/??/92)  414.567  (m)         1360.13   (f) ADJ UNCH    2 0
 KE0989
 KE0989.Superseded values are not recommended for survey control.
 KE0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0989.See file dsdata.txt to determine how the superseded data were derived.
 KE0989
 KE0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE537260(NAD 83)
 KE0989_MARKER: DB = BENCH MARK DISK
 KE0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0989_STAMPING: E 109 1934
 KE0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0989+STABILITY: SURFACE MOTION
 KE0989
 KE0989  HISTORY     - Date     Condition        Report By
 KE0989  HISTORY     - 1934     MONUMENTED       CGS
 KE0989  HISTORY     - 1950     GOOD             NGS
 KE0989
 KE0989                          STATION DESCRIPTION
 KE0989
 KE0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0989'2.1 MI W FROM BERWICK.
 KE0989'2.1 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0989'RAILROAD FROM THE STATION AT BERWICK, NEMAHA COUNTY, AT A
 KE0989'GRAVEL-ROAD CROSSING, 42 FEET NORTH OF THE NORTH RAIL OF THE
 KE0989'TRACK, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET
 KE0989'SOUTHEAST OF A POWER-TRANSMISSION LINE POLE, AND 4 FEET SOUTH
 KE0989'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 109 1934
 KE0989'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 KE0989'GROUND.
 KE0989
 KE0989                          STATION RECOVERY (1950)
 KE0989
 KE0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0373 ***********************************************************************
 KG0373  DESIGNATION -  E 11 RESET
 KG0373  PID         -  KG0373
 KG0373  STATE/COUNTY-  KS/NORTON
 KG0373  USGS QUAD   -  NORTON (1978)
 KG0373
 KG0373                         *CURRENT SURVEY CONTROL
 KG0373  ___________________________________________________________________
 KG0373* NAD 83(1986)-  39 52 16.     (N)    099 53 20.     (W)     SCALED    
 KG0373* NAVD 88     -       725.95   (meters)    2381.7    (feet)  RESET     
 KG0373  ___________________________________________________________________
 KG0373  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 KG0373
 KG0373  VERT ORDER  -  THIRD
 KG0373
 KG0373.The horizontal coordinates were scaled from a topographic map and have
 KG0373.an estimated accuracy of +/- 6 seconds.
 KG0373
 KG0373.The orthometric height was computed from unverified reset data.
 KG0373
 KG0373.The geoid height was determined by GEOID03.
 KG0373
 KG0373;                    North         East    Units  Estimated Accuracy
 KG0373;SPC KS N     -   172,400.      238,410.      MT  (+/- 180 meters Scaled)
 KG0373
 KG0373                          SUPERSEDED SURVEY CONTROL
 KG0373
 KG0373.No superseded survey control is available for this station.
 KG0373
 KG0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK239138(NAD 83)
 KG0373_MARKER: DB = BENCH MARK DISK
 KG0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0373_STAMPING: E 11 RESET 1946
 KG0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0373+STABILITY: SURFACE MOTION
 KG0373
 KG0373  HISTORY     - Date     Condition        Report By
 KG0373  HISTORY     - 1946     MONUMENTED       KSHC
 KG0373  HISTORY     - 1986     MARK NOT FOUND   NGS
 KG0373
 KG0373                          STATION DESCRIPTION
 KG0373
 KG0373'DESCRIBED BY KS HIGHWAY COMM 1946
 KG0373'2.9 MI N FROM NORTON.
 KG0373'2.9 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE COUNTY COURTHOUSE
 KG0373'AT NORTON, AT THE INTERSECTION OF A SECTION-LINE ROAD, 150 FEET
 KG0373'WEST OF THE CENTERLINE OF THE HIGHWAY, 38 FEET SOUTH OF THE
 KG0373'EAST-AND-WEST SECTION LINE, AT THE SOUTH FENCE OF THE
 KG0373'SECTION-LINE ROAD, AND 1 FOOT EAST OF A RIGHT-OF-WAY MARKER.  A
 KG0373'STANDARD DISK, STAMPED E 11 RESET 1946 AND SET IN THE TOP OF A
 KG0373'CONCRETE POST.
 KG0373
 KG0373                          STATION RECOVERY (1986)
 KG0373
 KG0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0373'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0353 ***********************************************************************
 KF0353  DESIGNATION -  E 110
 KF0353  PID         -  KF0353
 KF0353  STATE/COUNTY-  KS/MARSHALL
 KF0353  USGS QUAD   -  HOME (1966)
 KF0353
 KF0353                         *CURRENT SURVEY CONTROL
 KF0353  ___________________________________________________________________
 KF0353* NAD 83(1986)-  39 50 29.     (N)    096 31 06.     (W)     SCALED    
 KF0353* NAVD 88     -       408.196  (meters)    1339.22   (feet)  ADJUSTED  
 KF0353  ___________________________________________________________________
 KF0353  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 KF0353  DYNAMIC HT  -         407.955 (meters)    1338.43  (feet)  COMP
 KF0353  MODELED GRAV-     980,022.9   (mgal)                       NAVD 88
 KF0353
 KF0353  VERT ORDER  -  SECOND    CLASS 0
 KF0353
 KF0353.The horizontal coordinates were scaled from a topographic map and have
 KF0353.an estimated accuracy of +/- 6 seconds.
 KF0353
 KF0353.The orthometric height was determined by differential leveling
 KF0353.and adjusted by the National Geodetic Survey in June 1991..
 KF0353
 KF0353.The geoid height was determined by GEOID03.
 KF0353
 KF0353.The dynamic height is computed by dividing the NAVD 88
 KF0353.geopotential number by the normal gravity value computed on the
 KF0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0353.degrees latitude (g = 980.6199 gals.).
 KF0353
 KF0353.The modeled gravity was interpolated from observed gravity values.
 KF0353
 KF0353;                    North         East    Units  Estimated Accuracy
 KF0353;SPC KS N     -   168,460.      526,810.      MT  (+/- 180 meters Scaled)
 KF0353
 KF0353                          SUPERSEDED SURVEY CONTROL
 KF0353
 KF0353  NGVD 29 (??/??/92)  408.074  (m)         1338.82   (f) ADJ UNCH    2 0
 KF0353
 KF0353.Superseded values are not recommended for survey control.
 KF0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0353.See file dsdata.txt to determine how the superseded data were derived.
 KF0353
 KF0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK123131(NAD 83)
 KF0353_MARKER: DB = BENCH MARK DISK
 KF0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0353_STAMPING: E 110 1934
 KF0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0353+STABILITY: SURFACE MOTION
 KF0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0353+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 KF0353
 KF0353  HISTORY     - Date     Condition        Report By
 KF0353  HISTORY     - 1934     MONUMENTED       CGS
 KF0353  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0353  HISTORY     - 20050721 GOOD             INDIV
 KF0353
 KF0353                          STATION DESCRIPTION
 KF0353
 KF0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0353'AT HOME CITY.
 KF0353'AT HOME, MARSHALL-COUNTY, ON THE UNION PACIFIC RAILROAD AT
 KF0353'MILEPOST 105, AT THE CROSSING OF U.S. HIGHWAY 36, 38 FEET
 KF0353'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTHWEST OF
 KF0353'THE CENTER LINE OF THE MAIN TRACK, AND 38 FEET SOUTHWEST OF
 KF0353'AN ELECTRIC WARNING SIGNAL.  A STANDARD DISK, STAMPED, E 110
 KF0353'1934, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 KF0353'ABOVE GROUND.  NOTE-- BELIEVED TO HAVE BEEN DESTROYED BY THE
 KF0353'WIDENING
 KF0353
 KF0353                          STATION RECOVERY (2005)
 KF0353
 KF0353'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLH)
 KF0353'RECOVERED AS DESCRIBED. WITNESS POST WAS BROKEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0382 ***********************************************************************
 KF0382  DESIGNATION -  E 112
 KF0382  PID         -  KF0382
 KF0382  STATE/COUNTY-  KS/WASHINGTON
 KF0382  USGS QUAD   -  WASHINGTON (1966)
 KF0382
 KF0382                         *CURRENT SURVEY CONTROL
 KF0382  ___________________________________________________________________
 KF0382* NAD 83(1986)-  39 49 05.     (N)    097 03 02.     (W)     SCALED    
 KF0382* NAVD 88     -       407.028  (meters)    1335.39   (feet)  ADJUSTED  
 KF0382  ___________________________________________________________________
 KF0382  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 KF0382  DYNAMIC HT  -         406.800 (meters)    1334.64  (feet)  COMP
 KF0382  MODELED GRAV-     980,052.2   (mgal)                       NAVD 88
 KF0382
 KF0382  VERT ORDER  -  SECOND    CLASS 0
 KF0382
 KF0382.The horizontal coordinates were scaled from a topographic map and have
 KF0382.an estimated accuracy of +/- 6 seconds.
 KF0382
 KF0382.The orthometric height was determined by differential leveling
 KF0382.and adjusted by the National Geodetic Survey in June 1991..
 KF0382
 KF0382.The geoid height was determined by GEOID03.
 KF0382
 KF0382.The dynamic height is computed by dividing the NAVD 88
 KF0382.geopotential number by the normal gravity value computed on the
 KF0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0382.degrees latitude (g = 980.6199 gals.).
 KF0382
 KF0382.The modeled gravity was interpolated from observed gravity values.
 KF0382
 KF0382;                    North         East    Units  Estimated Accuracy
 KF0382;SPC KS N     -   165,250.      481,290.      MT  (+/- 180 meters Scaled)
 KF0382
 KF0382                          SUPERSEDED SURVEY CONTROL
 KF0382
 KF0382  NGVD 29 (??/??/92)  406.906  (m)         1334.99   (f) ADJ UNCH    2 0
 KF0382
 KF0382.Superseded values are not recommended for survey control.
 KF0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0382.See file dsdata.txt to determine how the superseded data were derived.
 KF0382
 KF0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK668093(NAD 83)
 KF0382_MARKER: DB = BENCH MARK DISK
 KF0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0382_SP_SET: PILASTER
 KF0382_STAMPING: E 112 1934
 KF0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KF0382+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2003
 KF0382
 KF0382  HISTORY     - Date     Condition        Report By
 KF0382  HISTORY     - 1934     MONUMENTED       CGS
 KF0382  HISTORY     - 1965     GOOD             NGS
 KF0382  HISTORY     - 20020531 GOOD             INDIV
 KF0382  HISTORY     - 20030531 GOOD             SCGS
 KF0382
 KF0382                          STATION DESCRIPTION
 KF0382
 KF0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0382'AT WASHINGTON.
 KF0382'AT WASHINGTON, WASHINGTON COUNTY, AT THE WEST ENTRANCE TO THE
 KF0382'COUNTY COURTHOUSE, IN THE TOP OF THE SOUTH STONE PILASTER,
 KF0382'15 FEET SOUTH OF THE DOORWAY AND 6 FEET WEST OF THE WEST WALL.
 KF0382'A STANDARD DISK, STAMPED, E 112 1934, SET IN A DRILL HOLE.
 KF0382
 KF0382                          STATION RECOVERY (2002)
 KF0382
 KF0382'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DDW)
 KF0382'RECOVERED AS DESCRIBED.
 KF0382
 KF0382                          STATION RECOVERY (2003)
 KF0382
 KF0382'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (JWR)
 KF0382'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0363 ***********************************************************************
 KF0363  DESIGNATION -  E 113
 KF0363  PID         -  KF0363
 KF0363  STATE/COUNTY-  KS/WASHINGTON
 KF0363  USGS QUAD   -  CLIFTON (1965)
 KF0363
 KF0363                         *CURRENT SURVEY CONTROL
 KF0363  ___________________________________________________________________
 KF0363* NAD 83(1986)-  39 34 02.     (N)    097 16 44.     (W)     SCALED    
 KF0363* NAVD 88     -       396.894  (meters)    1302.14   (feet)  ADJUSTED  
 KF0363  ___________________________________________________________________
 KF0363  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 KF0363  DYNAMIC HT  -         396.663 (meters)    1301.39  (feet)  COMP
 KF0363  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 KF0363
 KF0363  VERT ORDER  -  SECOND    CLASS 0
 KF0363
 KF0363.The horizontal coordinates were scaled from a topographic map and have
 KF0363.an estimated accuracy of +/- 6 seconds.
 KF0363
 KF0363.The orthometric height was determined by differential leveling
 KF0363.and adjusted by the National Geodetic Survey in June 1991..
 KF0363
 KF0363.The geoid height was determined by GEOID03.
 KF0363
 KF0363.The dynamic height is computed by dividing the NAVD 88
 KF0363.geopotential number by the normal gravity value computed on the
 KF0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0363.degrees latitude (g = 980.6199 gals.).
 KF0363
 KF0363.The modeled gravity was interpolated from observed gravity values.
 KF0363
 KF0363;                    North         East    Units  Estimated Accuracy
 KF0363;SPC KS N     -   137,230.      461,960.      MT  (+/- 180 meters Scaled)
 KF0363
 KF0363                          SUPERSEDED SURVEY CONTROL
 KF0363
 KF0363  NGVD 29 (??/??/92)  396.779  (m)         1301.77   (f) ADJ UNCH    2 0
 KF0363
 KF0363.Superseded values are not recommended for survey control.
 KF0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0363.See file dsdata.txt to determine how the superseded data were derived.
 KF0363
 KF0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ478811(NAD 83)
 KF0363_MARKER: DB = BENCH MARK DISK
 KF0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0363_SP_SET: CULVERT
 KF0363_STAMPING: E 113 1934
 KF0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0363
 KF0363  HISTORY     - Date     Condition        Report By
 KF0363  HISTORY     - 1934     MONUMENTED       CGS
 KF0363  HISTORY     - 1965     GOOD             NGS
 KF0363  HISTORY     - 1979     MARK NOT FOUND   KSDT
 KF0363
 KF0363                          STATION DESCRIPTION
 KF0363
 KF0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0363'AT CLIFTON.
 KF0363'AT CLIFTON, ON THE MISSOURI PACIFIC RAILROAD, 100 FEET WEST
 KF0363'OF THE STATION, 20 FEET NORTH OF THE CENTER OF THE TRACK, IN
 KF0363'THE TOP OF THE NORTH HEADWALL OF A CONCRETE CULVERT.  A STANDARD
 KF0363'DISK, STAMPED, E 113 1934.  NOTE-- IT APPEARS BY THE LOOKS OF
 KF0363'THE DIFFERENT CONCRETE, THAT THE HEADWALL OF THE CONCRETE
 KF0363'CULVERT HAS BEEN RAISED RECENTLY AND THE DISK RESET IN THE NEW
 KF0363'PART.
 KF0363
 KF0363                          STATION RECOVERY (1979)
 KF0363
 KF0363'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1979
 KF0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0014 ***********************************************************************
 KF0014  DESIGNATION -  E 114
 KF0014  PID         -  KF0014
 KF0014  STATE/COUNTY-  KS/MARSHALL
 KF0014  USGS QUAD   -  BEATTIE (1966)
 KF0014
 KF0014                         *CURRENT SURVEY CONTROL
 KF0014  ___________________________________________________________________
 KF0014* NAD 83(1986)-  39 46 01.     (N)    096 28 57.     (W)     SCALED    
 KF0014* NAVD 88     -       363.555  (meters)    1192.76   (feet)  ADJUSTED  
 KF0014  ___________________________________________________________________
 KF0014  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 KF0014  DYNAMIC HT  -         363.334 (meters)    1192.04  (feet)  COMP
 KF0014  MODELED GRAV-     980,010.1   (mgal)                       NAVD 88
 KF0014
 KF0014  VERT ORDER  -  SECOND    CLASS 0
 KF0014
 KF0014.The horizontal coordinates were scaled from a topographic map and have
 KF0014.an estimated accuracy of +/- 6 seconds.
 KF0014
 KF0014.The orthometric height was determined by differential leveling
 KF0014.and adjusted by the National Geodetic Survey in June 1991..
 KF0014
 KF0014.The geoid height was determined by GEOID03.
 KF0014
 KF0014.The dynamic height is computed by dividing the NAVD 88
 KF0014.geopotential number by the normal gravity value computed on the
 KF0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0014.degrees latitude (g = 980.6199 gals.).
 KF0014
 KF0014.The modeled gravity was interpolated from observed gravity values.
 KF0014
 KF0014;                    North         East    Units  Estimated Accuracy
 KF0014;SPC KS N     -   160,240.      530,020.      MT  (+/- 180 meters Scaled)
 KF0014
 KF0014                          SUPERSEDED SURVEY CONTROL
 KF0014
 KF0014  NGVD 29 (??/??/92)  363.429  (m)         1192.35   (f) ADJ UNCH    2 0
 KF0014
 KF0014.Superseded values are not recommended for survey control.
 KF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0014.See file dsdata.txt to determine how the superseded data were derived.
 KF0014
 KF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK156049(NAD 83)
 KF0014_MARKER: DB = BENCH MARK DISK
 KF0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0014_SP_SET: BRIDGE
 KF0014_STAMPING: E 114 1934
 KF0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0014
 KF0014  HISTORY     - Date     Condition        Report By
 KF0014  HISTORY     - 1934     MONUMENTED       CGS
 KF0014  HISTORY     - 1965     GOOD             NGS
 KF0014  HISTORY     - 1981     GOOD             LOCENG
 KF0014  HISTORY     - 20050624 MARK NOT FOUND   GEOCAC
 KF0014
 KF0014                          STATION DESCRIPTION
 KF0014
 KF0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0014'AT WINIFRED.
 KF0014'AT WINIFRED, 300 YARDS SOUTH OF THE RAILROAD CROSSING AT WINIFRED,
 KF0014'IN THE TOP OF THE SOUTHEAST WING WALL OF THE HIGHWAY BRIDGE.
 KF0014'A STANDARD DISK SET IN A DRILL HOLE.
 KF0014
 KF0014                          STATION RECOVERY (1981)
 KF0014
 KF0014'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0014'RECOVERED IN GOOD CONDITION.
 KF0014
 KF0014                          STATION RECOVERY (2005)
 KF0014
 KF0014'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0014'THE HIGHWAY BRIDGE HAS BEEN REPLACED.  A NGS DISK STAMPED E114 RESET
 KF0014'1999 IS IN THE APPROXIMATE LOCATION AS KF0014.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0779 ***********************************************************************
 KE0779  DESIGNATION -  E 116
 KE0779  PID         -  KE0779
 KE0779  STATE/COUNTY-  KS/SHAWNEE
 KE0779  USGS QUAD   -  TOPEKA (1983)
 KE0779
 KE0779                         *CURRENT SURVEY CONTROL
 KE0779  ___________________________________________________________________
 KE0779* NAD 83(1986)-  39 04 54.     (N)    095 43 00.     (W)     SCALED    
 KE0779* NAVD 88     -       270.821  (meters)     888.52   (feet)  ADJUSTED  
 KE0779  ___________________________________________________________________
 KE0779  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KE0779  DYNAMIC HT  -         270.646 (meters)     887.94  (feet)  COMP
 KE0779  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 KE0779
 KE0779  VERT ORDER  -  SECOND    CLASS 0
 KE0779
 KE0779.The horizontal coordinates were scaled from a topographic map and have
 KE0779.an estimated accuracy of +/- 6 seconds.
 KE0779
 KE0779.The orthometric height was determined by differential leveling
 KE0779.and adjusted by the National Geodetic Survey in June 1991..
 KE0779
 KE0779.The geoid height was determined by GEOID03.
 KE0779
 KE0779.The dynamic height is computed by dividing the NAVD 88
 KE0779.geopotential number by the normal gravity value computed on the
 KE0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0779.degrees latitude (g = 980.6199 gals.).
 KE0779
 KE0779.The modeled gravity was interpolated from observed gravity values.
 KE0779
 KE0779;                    North         East    Units  Estimated Accuracy
 KE0779;SPC KS N     -    85,560.      597,540.      MT  (+/- 180 meters Scaled)
 KE0779
 KE0779                          SUPERSEDED SURVEY CONTROL
 KE0779
 KE0779  NGVD 29 (??/??/92)  270.733  (m)          888.23   (f) ADJ UNCH    2 0
 KE0779
 KE0779.Superseded values are not recommended for survey control.
 KE0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0779.See file dsdata.txt to determine how the superseded data were derived.
 KE0779
 KE0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD650293(NAD 83)
 KE0779_MARKER: DB = BENCH MARK DISK
 KE0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0779_STAMPING: E 116 1934
 KE0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0779+STABILITY: SURFACE MOTION
 KE0779
 KE0779  HISTORY     - Date     Condition        Report By
 KE0779  HISTORY     - 1934     MONUMENTED       CGS
 KE0779  HISTORY     - 1950     MARK NOT FOUND   NGS
 KE0779
 KE0779                          STATION DESCRIPTION
 KE0779
 KE0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0779'2.7 MI W FROM TOPEKA.
 KE0779'2.7 MILES WEST OF TOPEKA STATION AT SEMAPHORE 707, 40 FEET NORTH
 KE0779'EAST OF CENTER LINE OF TRACK 100 FEET NORTH OF HIGHWAY CROSSING.
 KE0779
 KE0779                          STATION RECOVERY (1950)
 KE0779
 KE0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0398 ***********************************************************************
 KF0398  DESIGNATION -  E 117
 KF0398  PID         -  KF0398
 KF0398  STATE/COUNTY-  KS/CLAY
 KF0398  USGS QUAD   -  CLAY CENTER SE (1964)
 KF0398
 KF0398                         *CURRENT SURVEY CONTROL
 KF0398  ___________________________________________________________________
 KF0398* NAD 83(1986)-  39 19 34.     (N)    097 03 43.     (W)     SCALED    
 KF0398* NAVD 88     -       358.481  (meters)    1176.12   (feet)  ADJUSTED  
 KF0398  ___________________________________________________________________
 KF0398  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 KF0398  DYNAMIC HT  -         358.267 (meters)    1175.41  (feet)  COMP
 KF0398  MODELED GRAV-     980,019.5   (mgal)                       NAVD 88
 KF0398
 KF0398  VERT ORDER  -  SECOND    CLASS 0
 KF0398
 KF0398.The horizontal coordinates were scaled from a topographic map and have
 KF0398.an estimated accuracy of +/- 6 seconds.
 KF0398
 KF0398.The orthometric height was determined by differential leveling
 KF0398.and adjusted by the National Geodetic Survey in June 1991..
 KF0398
 KF0398.The geoid height was determined by GEOID03.
 KF0398
 KF0398.The dynamic height is computed by dividing the NAVD 88
 KF0398.geopotential number by the normal gravity value computed on the
 KF0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0398.degrees latitude (g = 980.6199 gals.).
 KF0398
 KF0398.The modeled gravity was interpolated from observed gravity values.
 KF0398
 KF0398;                    North         East    Units  Estimated Accuracy
 KF0398;SPC KS N     -   110,630.      480,880.      MT  (+/- 180 meters Scaled)
 KF0398
 KF0398                          SUPERSEDED SURVEY CONTROL
 KF0398
 KF0398  NGVD 29 (??/??/92)  358.374  (m)         1175.77   (f) ADJ UNCH    2 0
 KF0398
 KF0398.Superseded values are not recommended for survey control.
 KF0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0398.See file dsdata.txt to determine how the superseded data were derived.
 KF0398
 KF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ670547(NAD 83)
 KF0398_MARKER: DB = BENCH MARK DISK
 KF0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0398_STAMPING: E 117 1934
 KF0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0398+STABILITY: SURFACE MOTION
 KF0398
 KF0398  HISTORY     - Date     Condition        Report By
 KF0398  HISTORY     - 1934     MONUMENTED       CGS
 KF0398  HISTORY     - 1961     MARK NOT FOUND   USGS
 KF0398
 KF0398                          STATION DESCRIPTION
 KF0398
 KF0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0398'4.8 MI SE FROM CLAY CENTER.
 KF0398'4.8 MILES SOUTHEAST OF UNION PAC. STATION AT CLAY CENTER ON
 KF0398'UNION PACIFIC RAILROAD AND ROCK ISLAND RAILROAD.  20 FEET NORTH
 KF0398'OF CENTERLINE OF UNION PACIFIC TRACKS.  1/2 MILE NORTH OF
 KF0398'STATION AT BROUGHTON.
 KF0398
 KF0398                          STATION RECOVERY (1961)
 KF0398
 KF0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KF0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0209 ***********************************************************************
 KF0209  DESIGNATION -  E 119
 KF0209  PID         -  KF0209
 KF0209  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0209  USGS QUAD   -  OLSBURG NW (1983)
 KF0209
 KF0209                         *CURRENT SURVEY CONTROL
 KF0209  ___________________________________________________________________
 KF0209* NAD 83(1986)-  39 25 36.     (N)    096 38 36.     (W)     SCALED    
 KF0209* NAVD 88     -       423.075  (meters)    1388.04   (feet)  ADJUSTED  
 KF0209  ___________________________________________________________________
 KF0209  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 KF0209  DYNAMIC HT  -         422.796 (meters)    1387.12  (feet)  COMP
 KF0209  MODELED GRAV-     979,955.7   (mgal)                       NAVD 88
 KF0209
 KF0209  VERT ORDER  -  SECOND    CLASS 0
 KF0209
 KF0209.The horizontal coordinates were scaled from a topographic map and have
 KF0209.an estimated accuracy of +/- 6 seconds.
 KF0209
 KF0209.The orthometric height was determined by differential leveling
 KF0209.and adjusted by the National Geodetic Survey in June 1991..
 KF0209
 KF0209.The geoid height was determined by GEOID03.
 KF0209
 KF0209.The dynamic height is computed by dividing the NAVD 88
 KF0209.geopotential number by the normal gravity value computed on the
 KF0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0209.degrees latitude (g = 980.6199 gals.).
 KF0209
 KF0209.The modeled gravity was interpolated from observed gravity values.
 KF0209
 KF0209;                    North         East    Units  Estimated Accuracy
 KF0209;SPC KS N     -   122,250.      516,810.      MT  (+/- 180 meters Scaled)
 KF0209
 KF0209                          SUPERSEDED SURVEY CONTROL
 KF0209
 KF0209  NGVD 29 (??/??/92)  422.943  (m)         1387.61   (f) ADJ UNCH    2 0
 KF0209
 KF0209.Superseded values are not recommended for survey control.
 KF0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0209.See file dsdata.txt to determine how the superseded data were derived.
 KF0209
 KF0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ028667(NAD 83)
 KF0209_MARKER: DD = SURVEY DISK
 KF0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0209_STAMPING: E 119 1934
 KF0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0209+STABILITY: SURFACE MOTION
 KF0209
 KF0209  HISTORY     - Date     Condition        Report By
 KF0209  HISTORY     - 1934     MONUMENTED       KSGS
 KF0209  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0209
 KF0209                          STATION DESCRIPTION
 KF0209
 KF0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0209'1.7 MI SW FROM OLSBURG.
 KF0209'1.7 MILES SOUTHWEST ALONG THE OLD ROADBED OF THE KANSAS CITY,
 KF0209'LEAVENWORTH AND WESTERN RAILROAD FROM THE STATION AT OLSBURG,
 KF0209'POTTAWATOMIE COUNTY, AT A ROAD CROSSING 50 FEET NORTH OF THE
 KF0209'CENTERLINE OF THE TRACK, AND 38 FEET EAST OF THE CENTERLINE OF
 KF0209'THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED, E 119 1934, AND
 KF0209'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0127 ***********************************************************************
 KF0127  DESIGNATION -  E 120
 KF0127  PID         -  KF0127
 KF0127  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0127  USGS QUAD   -  EMMETT (1978)
 KF0127
 KF0127                         *CURRENT SURVEY CONTROL
 KF0127  ___________________________________________________________________
 KF0127* NAD 83(1986)-  39 21 59.     (N)    096 06 43.     (W)     SCALED    
 KF0127* NAVD 88     -       357.378  (meters)    1172.50   (feet)  ADJUSTED  
 KF0127  ___________________________________________________________________
 KF0127  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 KF0127  DYNAMIC HT  -         357.149 (meters)    1171.75  (feet)  COMP
 KF0127  MODELED GRAV-     979,975.6   (mgal)                       NAVD 88
 KF0127
 KF0127  VERT ORDER  -  SECOND    CLASS 0
 KF0127
 KF0127.The horizontal coordinates were scaled from a topographic map and have
 KF0127.an estimated accuracy of +/- 6 seconds.
 KF0127
 KF0127.The orthometric height was determined by differential leveling
 KF0127.and adjusted by the National Geodetic Survey in June 1991..
 KF0127
 KF0127.The geoid height was determined by GEOID03.
 KF0127
 KF0127.The dynamic height is computed by dividing the NAVD 88
 KF0127.geopotential number by the normal gravity value computed on the
 KF0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0127.degrees latitude (g = 980.6199 gals.).
 KF0127
 KF0127.The modeled gravity was interpolated from observed gravity values.
 KF0127
 KF0127;                    North         East    Units  Estimated Accuracy
 KF0127;SPC KS N     -   116,380.      562,690.      MT  (+/- 180 meters Scaled)
 KF0127
 KF0127                          SUPERSEDED SURVEY CONTROL
 KF0127
 KF0127  NGVD 29 (??/??/92)  357.260  (m)         1172.11   (f) ADJ UNCH    2 0
 KF0127
 KF0127.Superseded values are not recommended for survey control.
 KF0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0127.See file dsdata.txt to determine how the superseded data were derived.
 KF0127
 KF0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ488614(NAD 83)
 KF0127_MARKER: DD = SURVEY DISK
 KF0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0127_STAMPING: E 120 1934
 KF0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0127+STABILITY: SURFACE MOTION
 KF0127
 KF0127  HISTORY     - Date     Condition        Report By
 KF0127  HISTORY     - 1934     MONUMENTED       CGS
 KF0127  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0127  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 KF0127
 KF0127                          STATION DESCRIPTION
 KF0127
 KF0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0127'3.4 MI NW FROM EMMETT.
 KF0127'5.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0127'STATION AT EMMETT, POTTAWATOMIE COUNTY, 66 FEET NORTHWEST OF
 KF0127'MILEPOST 28, 125 FEET NORTHEAST OF THE STATION SIGN AT ATKINS,
 KF0127'AT A ROAD CROSSING, 100 FEET EAST OF THE CENTER LINE OF TRACK,
 KF0127'44 FEET NORTH OF CENTER LINE OF THE ROAD, 35 FEET WEST OF THE
 KF0127'CENTER LINE OF A NORTH-SOUTH GRAVEL ROAD, AND 10 FEET NORTH OF A
 KF0127'CONCRETE POST AT A FENCE CORNER.  A STATE SURVEY STANDARD DISK,
 KF0127'STAMPED E 120 1934 AND SET IN THE TOP OF A CONCRETE POST
 KF0127'PROJECTING 6 INCHES ABOVE GROUND.
 KF0127
 KF0127                          STATION RECOVERY (1981)
 KF0127
 KF0127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0733 ***********************************************************************
 KE0733  DESIGNATION -  E 121
 KE0733  PID         -  KE0733
 KE0733  STATE/COUNTY-  KS/SHAWNEE
 KE0733  USGS QUAD   -  ELMONT (1985)
 KE0733
 KE0733                         *CURRENT SURVEY CONTROL
 KE0733  ___________________________________________________________________
 KE0733* NAD 83(1986)-  39 11 16.     (N)    095 42 34.     (W)     SCALED    
 KE0733* NAVD 88     -       301.775  (meters)     990.07   (feet)  ADJUSTED  
 KE0733  ___________________________________________________________________
 KE0733  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KE0733  DYNAMIC HT  -         301.580 (meters)     989.43  (feet)  COMP
 KE0733  MODELED GRAV-     979,973.4   (mgal)                       NAVD 88
 KE0733
 KE0733  VERT ORDER  -  SECOND    CLASS 0
 KE0733
 KE0733.The horizontal coordinates were scaled from a topographic map and have
 KE0733.an estimated accuracy of +/- 6 seconds.
 KE0733
 KE0733.The orthometric height was determined by differential leveling
 KE0733.and adjusted by the National Geodetic Survey in June 1991..
 KE0733
 KE0733.The geoid height was determined by GEOID03.
 KE0733
 KE0733.The dynamic height is computed by dividing the NAVD 88
 KE0733.geopotential number by the normal gravity value computed on the
 KE0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0733.degrees latitude (g = 980.6199 gals.).
 KE0733
 KE0733.The modeled gravity was interpolated from observed gravity values.
 KE0733
 KE0733;                    North         East    Units  Estimated Accuracy
 KE0733;SPC KS N     -    97,360.      597,870.      MT  (+/- 180 meters Scaled)
 KE0733
 KE0733                          SUPERSEDED SURVEY CONTROL
 KE0733
 KE0733  NGVD 29 (??/??/92)  301.679  (m)          989.76   (f) ADJ UNCH    2 0
 KE0733
 KE0733.Superseded values are not recommended for survey control.
 KE0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0733.See file dsdata.txt to determine how the superseded data were derived.
 KE0733
 KE0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD659411(NAD 83)
 KE0733_MARKER: DB = BENCH MARK DISK
 KE0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0733_STAMPING: E 121 1934
 KE0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0733+STABILITY: SURFACE MOTION
 KE0733
 KE0733  HISTORY     - Date     Condition        Report By
 KE0733  HISTORY     - 1934     MONUMENTED       CGS
 KE0733  HISTORY     - 1950     GOOD             NGS
 KE0733  HISTORY     - 1969     GOOD             LOCENG
 KE0733
 KE0733                          STATION DESCRIPTION
 KE0733
 KE0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0733'1.7 MI N FROM ELMONT.
 KE0733'ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD ABOUT 5
 KE0733'POLES SOUTH OF BRIDGE 80.1, 44 FEET EAST OF THE CENTER OF TRACK,
 KE0733'36 FEET SOUTH OF THE CENTER OF ROAD, 22 FEET SOUTH OF FENCE
 KE0733'CORNER AND 1 FOOT WEST OF RIGHT-OF-WAY FENCE.  THE DISK IS
 KE0733'SET IN THE TOP OF CONCRETE POST PROJECTING 3 INCHES.
 KE0733
 KE0733                          STATION RECOVERY (1969)
 KE0733
 KE0733'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 KE0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0568 ***********************************************************************
 KE0568  DESIGNATION -  E 122
 KE0568  PID         -  KE0568
 KE0568  STATE/COUNTY-  KS/ATCHISON
 KE0568  USGS QUAD   -  ATCHISON WEST (1978)
 KE0568
 KE0568                         *CURRENT SURVEY CONTROL
 KE0568  ___________________________________________________________________
 KE0568* NAD 83(1986)-  39 31 14.     (N)    095 12 00.     (W)     SCALED    
 KE0568* NAVD 88     -       305.812  (meters)    1003.32   (feet)  ADJUSTED  
 KE0568  ___________________________________________________________________
 KE0568  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KE0568  DYNAMIC HT  -         305.623 (meters)    1002.70  (feet)  COMP
 KE0568  MODELED GRAV-     979,999.1   (mgal)                       NAVD 88
 KE0568
 KE0568  VERT ORDER  -  SECOND    CLASS 0
 KE0568
 KE0568.The horizontal coordinates were scaled from a topographic map and have
 KE0568.an estimated accuracy of +/- 6 seconds.
 KE0568
 KE0568.The orthometric height was determined by differential leveling
 KE0568.and adjusted by the National Geodetic Survey in June 1991..
 KE0568
 KE0568.The geoid height was determined by GEOID03.
 KE0568
 KE0568.The dynamic height is computed by dividing the NAVD 88
 KE0568.geopotential number by the normal gravity value computed on the
 KE0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0568.degrees latitude (g = 980.6199 gals.).
 KE0568
 KE0568.The modeled gravity was interpolated from observed gravity values.
 KE0568
 KE0568;                    North         East    Units  Estimated Accuracy
 KE0568;SPC KS N     -   135,520.      640,720.      MT  (+/- 180 meters Scaled)
 KE0568
 KE0568                          SUPERSEDED SURVEY CONTROL
 KE0568
 KE0568  NGVD 29 (??/??/92)  305.698  (m)         1002.94   (f) ADJ UNCH    2 0
 KE0568
 KE0568.Superseded values are not recommended for survey control.
 KE0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0568.See file dsdata.txt to determine how the superseded data were derived.
 KE0568
 KE0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD108768(NAD 83)
 KE0568_MARKER: DB = BENCH MARK DISK
 KE0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0568_SP_SET: CULVERT
 KE0568_STAMPING: E 122 1934
 KE0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0568
 KE0568  HISTORY     - Date     Condition        Report By
 KE0568  HISTORY     - 1934     MONUMENTED       CGS
 KE0568  HISTORY     - 1950     GOOD             NGS
 KE0568
 KE0568                          STATION DESCRIPTION
 KE0568
 KE0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0568'5.8 MI W FROM ATCHISON.
 KE0568'5.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0568'UNION STATION AT ATCHISON, ATCHISON COUNTY, 0.3 MILE WEST OF
 KE0568'ATCHISON, TOPEKA AND SANTA FE RAILWAY MILEPOST 6, 3-1/2 POLES
 KE0568'WEST OF M.P.R.R. MILEAGE POLE 336/10, 210 FEET WEST OF A DIRT
 KE0568'ROAD CROSSING, AT A CONCRETE CULVERT UNDER THE TRACK, AND IN
 KE0568'THE CENTER OF THE TOP OF THE SOUTH HEAD WALL.  A STANDARD DISK,
 KE0568'STAMPED E 122 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1259 ***********************************************************************
 JE1259  DESIGNATION -  E 13
 JE1259  PID         -  JE1259
 JE1259  STATE/COUNTY-  KS/OSAGE
 JE1259  USGS QUAD   -  OSAGE CITY SE (1971)
 JE1259
 JE1259                         *CURRENT SURVEY CONTROL
 JE1259  ___________________________________________________________________
 JE1259* NAD 83(1986)-  38 35 35.     (N)    095 51 01.     (W)     SCALED    
 JE1259* NAVD 88     -       340.728  (meters)    1117.87   (feet)  ADJUSTED  
 JE1259  ___________________________________________________________________
 JE1259  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JE1259  DYNAMIC HT  -         340.487 (meters)    1117.08  (feet)  COMP
 JE1259  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 JE1259
 JE1259  VERT ORDER  -  FIRST     CLASS II
 JE1259
 JE1259.The horizontal coordinates were scaled from a topographic map and have
 JE1259.an estimated accuracy of +/- 6 seconds.
 JE1259
 JE1259.The orthometric height was determined by differential leveling
 JE1259.and adjusted by the National Geodetic Survey in June 1991..
 JE1259
 JE1259.The geoid height was determined by GEOID03.
 JE1259
 JE1259.The dynamic height is computed by dividing the NAVD 88
 JE1259.geopotential number by the normal gravity value computed on the
 JE1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1259.degrees latitude (g = 980.6199 gals.).
 JE1259
 JE1259.The modeled gravity was interpolated from observed gravity values.
 JE1259
 JE1259;                    North         East    Units  Estimated Accuracy
 JE1259;SPC KS S     -   617,090.      630,820.      MT  (+/- 180 meters Scaled)
 JE1259
 JE1259                          SUPERSEDED SURVEY CONTROL
 JE1259
 JE1259  NGVD 29 (??/??/92)  340.583  (m)         1117.40   (f) ADJ UNCH    1 2
 JE1259
 JE1259.Superseded values are not recommended for survey control.
 JE1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1259.See file dsdata.txt to determine how the superseded data were derived.
 JE1259
 JE1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC517754(NAD 83)
 JE1259_MARKER: DB = BENCH MARK DISK
 JE1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1259_STAMPING: E 13 1933
 JE1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1259+STABILITY: SURFACE MOTION
 JE1259
 JE1259  HISTORY     - Date     Condition        Report By
 JE1259  HISTORY     - 1933     MONUMENTED       CGS
 JE1259  HISTORY     - 1951     GOOD             NGS
 JE1259  HISTORY     - 1971     MARK NOT FOUND   USGS
 JE1259
 JE1259                          STATION DESCRIPTION
 JE1259
 JE1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1259'3.2 MI SW FROM OSAGE CITY.
 JE1259'3.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE1259'RAILWAY FROM THE STATION AT OSAGE CITY, OSAGE COUNTY, 9-1/2 POLES
 JE1259'SOUTH OF MILEPOST 88, 57 FEET NORTH OF THE TENTH POLE SOUTH OF
 JE1259'THE MILEPOST, AT A GRAVEL-ROAD CROSSING, 58 FEET SOUTH OF THE
 JE1259'CENTERLINE OF THE ROAD, 41 FEET EAST OF THE EAST RAIL, AND 7
 JE1259'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 JE1259'E 13 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JE1259'INCHES ABOVE GROUND.
 JE1259
 JE1259                          STATION RECOVERY (1971)
 JE1259
 JE1259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JE1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0832 ***********************************************************************
 HF0832  DESIGNATION -  E 14
 HF0832  PID         -  HF0832
 HF0832  STATE/COUNTY-  KS/SUMNER
 HF0832  USGS QUAD   -  CALDWELL (1971)
 HF0832
 HF0832                         *CURRENT SURVEY CONTROL
 HF0832  ___________________________________________________________________
 HF0832* NAD 83(1986)-  37 02 35.     (N)    097 32 45.     (W)     SCALED    
 HF0832* NAVD 88     -       346.048  (meters)    1135.33   (feet)  ADJUSTED  
 HF0832  ___________________________________________________________________
 HF0832  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HF0832  DYNAMIC HT  -         345.760 (meters)    1134.38  (feet)  COMP
 HF0832  MODELED GRAV-     979,789.9   (mgal)                       NAVD 88
 HF0832
 HF0832  VERT ORDER  -  FIRST     CLASS II
 HF0832
 HF0832.The horizontal coordinates were scaled from a topographic map and have
 HF0832.an estimated accuracy of +/- 6 seconds.
 HF0832
 HF0832.The orthometric height was determined by differential leveling
 HF0832.and adjusted by the National Geodetic Survey in June 1991..
 HF0832
 HF0832.The geoid height was determined by GEOID03.
 HF0832
 HF0832.The dynamic height is computed by dividing the NAVD 88
 HF0832.geopotential number by the normal gravity value computed on the
 HF0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0832.degrees latitude (g = 980.6199 gals.).
 HF0832
 HF0832.The modeled gravity was interpolated from observed gravity values.
 HF0832
 HF0832;                    North         East    Units  Estimated Accuracy
 HF0832;SPC KS S     -   442,210.      484,890.      MT  (+/- 180 meters Scaled)
 HF0832
 HF0832                          SUPERSEDED SURVEY CONTROL
 HF0832
 HF0832  NGVD 29 (??/??/92)  345.940  (m)         1134.97   (f) ADJ UNCH    1 2
 HF0832
 HF0832.Superseded values are not recommended for survey control.
 HF0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0832.See file dsdata.txt to determine how the superseded data were derived.
 HF0832
 HF0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG293006(NAD 83)
 HF0832_MARKER: DB = BENCH MARK DISK
 HF0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0832_STAMPING: E 14 1933
 HF0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0832+STABILITY: SURFACE MOTION
 HF0832
 HF0832  HISTORY     - Date     Condition        Report By
 HF0832  HISTORY     - 1933     MONUMENTED       CGS
 HF0832  HISTORY     - 1960     MARK NOT FOUND   LOCENG
 HF0832
 HF0832                          STATION DESCRIPTION
 HF0832
 HF0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0832'4 MI E FROM CALDWELL.
 HF0832'ABOUT 4.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0832'RAILWAY FROM CALDWELL, SUMNER COUNTY, ABOUT 3/4 MILE WEST OF
 HF0832'FALLS, ABOUT 0.5 MILE WEST OF MILEPOST 29, ABOUT 19 YARDS EAST
 HF0832'OF THE CENTER LINE OF A CROSS ROAD, AND ABOUT 13 YARDS NORTH OF
 HF0832'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED E 14 1933
 HF0832'AND SET IN THE TOP OF A CONCRETE POST.
 HF0832
 HF0832                          STATION RECOVERY (1960)
 HF0832
 HF0832'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 HF0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0173 ***********************************************************************
 HF0173  DESIGNATION -  E 15
 HF0173  PID         -  HF0173
 HF0173  STATE/COUNTY-  KS/COWLEY
 HF0173  USGS QUAD   -  MAPLE CITY (1964)
 HF0173
 HF0173                         *CURRENT SURVEY CONTROL
 HF0173  ___________________________________________________________________
 HF0173* NAD 83(1986)-  37 05 47.     (N)    096 50 33.     (W)     SCALED    
 HF0173* NAVD 88     -       335.542  (meters)    1100.86   (feet)  ADJUSTED  
 HF0173  ___________________________________________________________________
 HF0173  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HF0173  DYNAMIC HT  -         335.262 (meters)    1099.94  (feet)  COMP
 HF0173  MODELED GRAV-     979,786.5   (mgal)                       NAVD 88
 HF0173
 HF0173  VERT ORDER  -  FIRST     CLASS II
 HF0173
 HF0173.The horizontal coordinates were scaled from a topographic map and have
 HF0173.an estimated accuracy of +/- 6 seconds.
 HF0173
 HF0173.The orthometric height was determined by differential leveling
 HF0173.and adjusted by the National Geodetic Survey in June 1991..
 HF0173
 HF0173.The geoid height was determined by GEOID03.
 HF0173
 HF0173.The dynamic height is computed by dividing the NAVD 88
 HF0173.geopotential number by the normal gravity value computed on the
 HF0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0173.degrees latitude (g = 980.6199 gals.).
 HF0173
 HF0173.The modeled gravity was interpolated from observed gravity values.
 HF0173
 HF0173;                    North         East    Units  Estimated Accuracy
 HF0173;SPC KS S     -   449,000.      547,350.      MT  (+/- 180 meters Scaled)
 HF0173
 HF0173                          SUPERSEDED SURVEY CONTROL
 HF0173
 HF0173  NGVD 29 (??/??/92)  335.419  (m)         1100.45   (f) ADJ UNCH    1 2
 HF0173
 HF0173.Superseded values are not recommended for survey control.
 HF0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0173.See file dsdata.txt to determine how the superseded data were derived.
 HF0173
 HF0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG917077(NAD 83)
 HF0173_MARKER: DB = BENCH MARK DISK
 HF0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0173_STAMPING: E 15 1933
 HF0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0173+STABILITY: SURFACE MOTION
 HF0173
 HF0173  HISTORY     - Date     Condition        Report By
 HF0173  HISTORY     - 1933     MONUMENTED       CGS
 HF0173
 HF0173                          STATION DESCRIPTION
 HF0173
 HF0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0173'1.7 MI NE FROM CAMERON CITY.
 HF0173'ABOUT 1.7 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 HF0173'FROM CAMERON CITY, COWLEY COUNTY, ABOUT 1/2 POLE WEST OF MILEPOST
 HF0173'508, 20 FEET EAST OF A ROAD CROSSING, AND ABOUT 35 FEET WEST
 HF0173'OF THE TRACK.  A STANDARD DISK, STAMPED E 15 1933 AND SET IN
 HF0173'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0508 ***********************************************************************
 KH0508  DESIGNATION -  E 150
 KH0508  PID         -  KH0508
 KH0508  STATE/COUNTY-  KS/CHEYENNE
 KH0508  USGS QUAD   -  ST FRANCIS NW (1978)
 KH0508
 KH0508                         *CURRENT SURVEY CONTROL
 KH0508  ___________________________________________________________________
 KH0508* NAD 83(1986)-  39 52 41.     (N)    101 56 11.     (W)     SCALED    
 KH0508* NAVD 88     -      1092.957  (meters)    3585.81   (feet)  ADJUSTED  
 KH0508  ___________________________________________________________________
 KH0508  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 KH0508  DYNAMIC HT  -        1092.105 (meters)    3583.01  (feet)  COMP
 KH0508  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 KH0508
 KH0508  VERT ORDER  -  SECOND    CLASS 0
 KH0508
 KH0508.The horizontal coordinates were scaled from a topographic map and have
 KH0508.an estimated accuracy of +/- 6 seconds.
 KH0508
 KH0508.The orthometric height was determined by differential leveling
 KH0508.and adjusted by the National Geodetic Survey in June 1991..
 KH0508
 KH0508.The geoid height was determined by GEOID03.
 KH0508
 KH0508.The dynamic height is computed by dividing the NAVD 88
 KH0508.geopotential number by the normal gravity value computed on the
 KH0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0508.degrees latitude (g = 980.6199 gals.).
 KH0508
 KH0508.The modeled gravity was interpolated from observed gravity values.
 KH0508
 KH0508;                    North         East    Units  Estimated Accuracy
 KH0508;SPC KS N     -   178,810.       63,360.      MT  (+/- 180 meters Scaled)
 KH0508
 KH0508                          SUPERSEDED SURVEY CONTROL
 KH0508
 KH0508  NGVD 29 (??/??/92) 1092.489  (m)         3584.27   (f) ADJ UNCH    2 0
 KH0508
 KH0508.Superseded values are not recommended for survey control.
 KH0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0508.See file dsdata.txt to determine how the superseded data were derived.
 KH0508
 KH0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK488183(NAD 83)
 KH0508_MARKER: DB = BENCH MARK DISK
 KH0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0508_STAMPING: E 150 1934
 KH0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0508+STABILITY: SURFACE MOTION
 KH0508
 KH0508  HISTORY     - Date     Condition        Report By
 KH0508  HISTORY     - 1934     MONUMENTED       CGS
 KH0508
 KH0508                          STATION DESCRIPTION
 KH0508
 KH0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0508'9.8 MI S FROM HAIGLER.
 KH0508'9.8 MILES SOUTH OF BURLINGTON STATION AT HAIGLER 0.3 MILE SOUTH OF
 KH0508'FARM HOUSE AND LARGE RED BARN, 33 FEET EAST OF CENTERLINE OF
 KH0508'STATE HIGHWAY 27, 25 FEET SOUTH OF FENCE CORNER, 18 FEET SOUTH
 KH0508'OF LANE GOING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0509 ***********************************************************************
 KH0509  DESIGNATION -  E 150 RESET
 KH0509  PID         -  KH0509
 KH0509  STATE/COUNTY-  KS/CHEYENNE
 KH0509  USGS QUAD   -  ST FRANCIS NW (1978)
 KH0509
 KH0509                         *CURRENT SURVEY CONTROL
 KH0509  ___________________________________________________________________
 KH0509* NAD 83(1986)-  39 52 41.     (N)    101 56 11.     (W)     SCALED    
 KH0509* NAVD 88     -      1092.87   (+/-2cm)    3585.5    (feet)  VERTCON   
 KH0509  ___________________________________________________________________
 KH0509  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 KH0509
 KH0509  VERT ORDER  -  ? (See Below)
 KH0509
 KH0509.The horizontal coordinates were scaled from a topographic map and have
 KH0509.an estimated accuracy of +/- 6 seconds.
 KH0509
 KH0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0509.The vertical order pertains to the NGVD 29 superseded value.
 KH0509
 KH0509.The geoid height was determined by GEOID03.
 KH0509
 KH0509;                    North         East    Units  Estimated Accuracy
 KH0509;SPC KS N     -   178,810.       63,360.      MT  (+/- 180 meters Scaled)
 KH0509
 KH0509                          SUPERSEDED SURVEY CONTROL
 KH0509
 KH0509  NGVD 29 (??/??/92) 1092.41   (m)         3584.0    (f) ADJ UNCH    ?  
 KH0509
 KH0509.Superseded values are not recommended for survey control.
 KH0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0509.See file dsdata.txt to determine how the superseded data were derived.
 KH0509
 KH0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK488183(NAD 83)
 KH0509_MARKER: DB = BENCH MARK DISK
 KH0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0509_STAMPING: E 150 RESET 1935
 KH0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0509+STABILITY: SURFACE MOTION
 KH0509
 KH0509  HISTORY     - Date     Condition        Report By
 KH0509  HISTORY     - 1935     MONUMENTED       CGS
 KH0509  HISTORY     - 1948     MARK NOT FOUND   NGS
 KH0509  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0509
 KH0509                          STATION DESCRIPTION
 KH0509
 KH0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KH0509'9.8 MI S FROM HAIGLER.
 KH0509'9.8 MILES SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO, BURLINGTON
 KH0509'AND QUINCY RAILROAD STATION AT HAIGLER NEBRASKA.  0.3 MILE SOUTH
 KH0509'OF A FARMHOUSE AND A LARGE RED BARN.  62.2 FEET EAST AND 9 FEET
 KH0509'NORTH OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION
 KH0509'16, T 2 S, R 41 W, AND NEAR THE JUNCTION OF A LANE LEADING EAST,
 KH0509'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED
 KH0509'AT THAT TIME IT HAS APPARENTLY BEEN DESTROYED DURING ROAD
 KH0509'CONSTRUCTION.
 KH0509
 KH0509                          STATION RECOVERY (1975)
 KH0509
 KH0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0006 ***********************************************************************
 JH0006  DESIGNATION -  E 151
 JH0006  PID         -  JH0006
 JH0006  STATE/COUNTY-  KS/GOVE
 JH0006  USGS QUAD   -  GOVE SW (1974)
 JH0006
 JH0006                         *CURRENT SURVEY CONTROL
 JH0006  ___________________________________________________________________
 JH0006* NAD 83(1986)-  38 46 04.     (N)    100 26 51.     (W)     SCALED    
 JH0006* NAVD 88     -       774.681  (meters)    2541.60   (feet)  ADJUSTED  
 JH0006  ___________________________________________________________________
 JH0006  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 JH0006  DYNAMIC HT  -         774.063 (meters)    2539.57  (feet)  COMP
 JH0006  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 JH0006
 JH0006  VERT ORDER  -  SECOND    CLASS 0
 JH0006
 JH0006.The horizontal coordinates were scaled from a topographic map and have
 JH0006.an estimated accuracy of +/- 6 seconds.
 JH0006
 JH0006.The orthometric height was determined by differential leveling
 JH0006.and adjusted by the National Geodetic Survey in June 1991..
 JH0006
 JH0006.The geoid height was determined by GEOID03.
 JH0006
 JH0006.The dynamic height is computed by dividing the NAVD 88
 JH0006.geopotential number by the normal gravity value computed on the
 JH0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0006.degrees latitude (g = 980.6199 gals.).
 JH0006
 JH0006.The modeled gravity was interpolated from observed gravity values.
 JH0006
 JH0006;                    North         East    Units  Estimated Accuracy
 JH0006;SPC KS N     -    51,100.      187,320.      MT  (+/- 180 meters Scaled)
 JH0006
 JH0006                          SUPERSEDED SURVEY CONTROL
 JH0006
 JH0006  NGVD 29 (??/??/92)  774.390  (m)         2540.64   (f) ADJ UNCH    2 0
 JH0006
 JH0006.Superseded values are not recommended for survey control.
 JH0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0006.See file dsdata.txt to determine how the superseded data were derived.
 JH0006
 JH0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH742920(NAD 83)
 JH0006_MARKER: DB = BENCH MARK DISK
 JH0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0006_STAMPING: E 151 1934
 JH0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0006+STABILITY: SURFACE MOTION
 JH0006
 JH0006  HISTORY     - Date     Condition        Report By
 JH0006  HISTORY     - 1934     MONUMENTED       CGS
 JH0006
 JH0006                          STATION DESCRIPTION
 JH0006
 JH0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0006'10.7 MI N FROM SHIELDS.
 JH0006'IN GOVE COUNTY, 10.7 MILES NORTH ALONG A SURFACED ROAD (OLD STATE
 JH0006'HIGHWAY 23) FROM THE MISSOURI PACIFIC RAILROAD STATION AT
 JH0006'SHIELDS, LANE COUNTY, 1.3 MILES NORTH OF A CONCRETE BRIDGE, ON
 JH0006'THE TOP OF A SMALL HILL, IN THE SOUTHWEST QUARTER OF THE SOUTHWEST
 JH0006'QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, T 15 S, R 28 W,
 JH0006'AND 42 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD
 JH0006'DISK, STAMPED E 151 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0048 ***********************************************************************
 KH0048  DESIGNATION -  E 152
 KH0048  PID         -  KH0048
 KH0048  STATE/COUNTY-  KS/SHERIDAN
 KH0048  USGS QUAD   -  HOXIE (1979)
 KH0048
 KH0048                         *CURRENT SURVEY CONTROL
 KH0048  ___________________________________________________________________
 KH0048* NAD 83(1986)-  39 21 20.     (N)    100 26 32.     (W)     SCALED    
 KH0048* NAVD 88     -       824.163  (meters)    2703.94   (feet)  ADJUSTED  
 KH0048  ___________________________________________________________________
 KH0048  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 KH0048  DYNAMIC HT  -         823.537 (meters)    2701.89  (feet)  COMP
 KH0048  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 KH0048
 KH0048  VERT ORDER  -  SECOND    CLASS 0
 KH0048
 KH0048.The horizontal coordinates were scaled from a topographic map and have
 KH0048.an estimated accuracy of +/- 6 seconds.
 KH0048
 KH0048.The orthometric height was determined by differential leveling
 KH0048.and adjusted by the National Geodetic Survey in June 1991..
 KH0048
 KH0048.The geoid height was determined by GEOID03.
 KH0048
 KH0048.The dynamic height is computed by dividing the NAVD 88
 KH0048.geopotential number by the normal gravity value computed on the
 KH0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0048.degrees latitude (g = 980.6199 gals.).
 KH0048
 KH0048.The modeled gravity was interpolated from observed gravity values.
 KH0048
 KH0048;                    North         East    Units  Estimated Accuracy
 KH0048;SPC KS N     -   116,320.      189,540.      MT  (+/- 180 meters Scaled)
 KH0048
 KH0048                          SUPERSEDED SURVEY CONTROL
 KH0048
 KH0048  NGVD 29 (??/??/92)  823.852  (m)         2702.92   (f) ADJ UNCH    2 0
 KH0048
 KH0048.Superseded values are not recommended for survey control.
 KH0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0048.See file dsdata.txt to determine how the superseded data were derived.
 KH0048
 KH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ757572(NAD 83)
 KH0048_MARKER: DB = BENCH MARK DISK
 KH0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0048_SP_SET: BUILDING
 KH0048_STAMPING: E-152 1934
 KH0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0048
 KH0048  HISTORY     - Date     Condition        Report By
 KH0048  HISTORY     - 1934     MONUMENTED       CGS
 KH0048  HISTORY     - 1946     GOOD             NGS
 KH0048  HISTORY     - 19881115 MARK NOT FOUND   USPSQD
 KH0048
 KH0048                          STATION DESCRIPTION
 KH0048
 KH0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 KH0048'AT HOXIE.
 KH0048'AT HOXIE, SHERIDAN COUNTY, IN THE FACE OF THE WEST SIDE OF THE
 KH0048'I.O.O.F. LODGE BUILDING, 2 FEET NORTH OF THE SW CORNER OF THE
 KH0048'BUILDING AND ABOUT 4 FEET ABOVE THE GROUND.  A STANDARD DISK
 KH0048'STAMPED E-152 - 1934 AND SET VERTICALLY.
 KH0048
 KH0048                          STATION RECOVERY (1988)
 KH0048
 KH0048'RECOVERY NOTE BY US POWER SQUADRON 1988 (CC)
 KH0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0021 ***********************************************************************
 KH0021  DESIGNATION -  E 153
 KH0021  PID         -  KH0021
 KH0021  STATE/COUNTY-  KS/DECATUR
 KH0021  USGS QUAD   -  CLAYTON (1978)
 KH0021
 KH0021                         *CURRENT SURVEY CONTROL
 KH0021  ___________________________________________________________________
 KH0021* NAD 83(1986)-  39 42 42.     (N)    100 14 48.     (W)     SCALED    
 KH0021* NAVD 88     -       747.727  (meters)    2453.17   (feet)  ADJUSTED  
 KH0021  ___________________________________________________________________
 KH0021  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 KH0021  DYNAMIC HT  -         747.207 (meters)    2451.46  (feet)  COMP
 KH0021  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 KH0021
 KH0021  VERT ORDER  -  SECOND    CLASS 0
 KH0021
 KH0021.The horizontal coordinates were scaled from a topographic map and have
 KH0021.an estimated accuracy of +/- 6 seconds.
 KH0021
 KH0021.The orthometric height was determined by differential leveling
 KH0021.and adjusted by the National Geodetic Survey in June 1991..
 KH0021
 KH0021.The geoid height was determined by GEOID03.
 KH0021
 KH0021.The dynamic height is computed by dividing the NAVD 88
 KH0021.geopotential number by the normal gravity value computed on the
 KH0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0021.degrees latitude (g = 980.6199 gals.).
 KH0021
 KH0021.The modeled gravity was interpolated from observed gravity values.
 KH0021
 KH0021;                    North         East    Units  Estimated Accuracy
 KH0021;SPC KS N     -   155,410.      207,370.      MT  (+/- 180 meters Scaled)
 KH0021
 KH0021                          SUPERSEDED SURVEY CONTROL
 KH0021
 KH0021  NGVD 29 (??/??/92)  747.435  (m)         2452.21   (f) ADJ UNCH    2 0
 KH0021
 KH0021.Superseded values are not recommended for survey control.
 KH0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0021.See file dsdata.txt to determine how the superseded data were derived.
 KH0021
 KH0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ931964(NAD 83)
 KH0021_MARKER: DB = BENCH MARK DISK
 KH0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0021_STAMPING: E 153 1934
 KH0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0021+STABILITY: SURFACE MOTION
 KH0021
 KH0021  HISTORY     - Date     Condition        Report By
 KH0021  HISTORY     - 1934     MONUMENTED       CGS
 KH0021  HISTORY     - 1976     GOOD             KSDT
 KH0021
 KH0021                          STATION DESCRIPTION
 KH0021
 KH0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0021'3.2 MI NE FROM JENNINGS.
 KH0021'3.2 MILES NORTHEAST OF ROCK ISLAND STATION AT JENNINGS 3 1/2
 KH0021'POLES WEST OF MILEPOST 339, AT A ROAD CROSSING, 39 FEET SOUTH
 KH0021'OF CENTERLINE OF C.R.I. AND P. RR TRACK, 45 FEET NORTH OF
 KH0021'CENTERLINE OF U.S. HIGHWAY 83, 33 FEET WEST OF CENTERLINE OF
 KH0021'SIDE ROAD.
 KH0021
 KH0021                          STATION RECOVERY (1976)
 KH0021
 KH0021'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1976
 KH0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0391 ***********************************************************************
 KH0391  DESIGNATION -  E 154 RESET
 KH0391  PID         -  KH0391
 KH0391  STATE/COUNTY-  KS/THOMAS
 KH0391  USGS QUAD   -  COLBY (1967)
 KH0391
 KH0391                         *CURRENT SURVEY CONTROL
 KH0391  ___________________________________________________________________
 KH0391* NAD 83(1986)-  39 24 24.     (N)    101 01 11.     (W)     SCALED    
 KH0391* NAVD 88     -       943.31   (meters)    3094.8    (feet)  RESET     
 KH0391  ___________________________________________________________________
 KH0391  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 KH0391
 KH0391  VERT ORDER  -  THIRD
 KH0391
 KH0391.The horizontal coordinates were scaled from a topographic map and have
 KH0391.an estimated accuracy of +/- 6 seconds.
 KH0391
 KH0391.The orthometric height was computed from unverified reset data.
 KH0391
 KH0391.The geoid height was determined by GEOID03.
 KH0391
 KH0391;                    North         East    Units  Estimated Accuracy
 KH0391;SPC KS N     -   123,490.      139,980.      MT  (+/- 180 meters Scaled)
 KH0391
 KH0391                          SUPERSEDED SURVEY CONTROL
 KH0391
 KH0391.No superseded survey control is available for this station.
 KH0391
 KH0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ261638(NAD 83)
 KH0391_MARKER: DB = BENCH MARK DISK
 KH0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0391_SP_SET: TRESTLE PIER
 KH0391_STAMPING: E 154 RESET 1942
 KH0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0391
 KH0391  HISTORY     - Date     Condition        Report By
 KH0391  HISTORY     - 1942     MONUMENTED       RIRR
 KH0391  HISTORY     - 1943     GOOD             NGS
 KH0391
 KH0391                          STATION DESCRIPTION
 KH0391
 KH0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KH0391'1.5 MI NE FROM COLBY.
 KH0391'ABOUT 1.5 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 KH0391'PACIFIC RAILWAY FROM THE STATION AT COLBY, THOMAS COUNTY, AT
 KH0391'MILEAGE 386.10, ABOUT 5 POLES WEST OF A ROAD CROSSING, AT A
 KH0391'TRESTLE, IN THE CENTER OF THE SECOND PIER FROM THE EAST END, AND
 KH0391'SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED E 154 RESET 1942.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0114 ***********************************************************************
 KH0114  DESIGNATION -  E 155
 KH0114  PID         -  KH0114
 KH0114  STATE/COUNTY-  KS/SHERIDAN
 KH0114  USGS QUAD   -  STUDLEY (1979)
 KH0114
 KH0114                         *CURRENT SURVEY CONTROL
 KH0114  ___________________________________________________________________
 KH0114* NAD 83(1986)-  39 21 03.     (N)    100 12 22.     (W)     SCALED    
 KH0114* NAVD 88     -       736.841  (meters)    2417.45   (feet)  ADJUSTED  
 KH0114  ___________________________________________________________________
 KH0114  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 KH0114  DYNAMIC HT  -         736.295 (meters)    2415.66  (feet)  COMP
 KH0114  MODELED GRAV-     979,862.0   (mgal)                       NAVD 88
 KH0114
 KH0114  VERT ORDER  -  SECOND    CLASS 0
 KH0114
 KH0114.The horizontal coordinates were scaled from a topographic map and have
 KH0114.an estimated accuracy of +/- 6 seconds.
 KH0114
 KH0114.The orthometric height was determined by differential leveling
 KH0114.and adjusted by the National Geodetic Survey in June 1991..
 KH0114
 KH0114.The geoid height was determined by GEOID03.
 KH0114
 KH0114.The dynamic height is computed by dividing the NAVD 88
 KH0114.geopotential number by the normal gravity value computed on the
 KH0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0114.degrees latitude (g = 980.6199 gals.).
 KH0114
 KH0114.The modeled gravity was interpolated from observed gravity values.
 KH0114
 KH0114;                    North         East    Units  Estimated Accuracy
 KH0114;SPC KS N     -   115,270.      209,870.      MT  (+/- 180 meters Scaled)
 KH0114
 KH0114                          SUPERSEDED SURVEY CONTROL
 KH0114
 KH0114  NGVD 29 (??/??/92)  736.557  (m)         2416.52   (f) ADJ UNCH    2 0
 KH0114
 KH0114.Superseded values are not recommended for survey control.
 KH0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0114.See file dsdata.txt to determine how the superseded data were derived.
 KH0114
 KH0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ960564(NAD 83)
 KH0114_MARKER: DB = BENCH MARK DISK
 KH0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0114_STAMPING: E 155 1934
 KH0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0114+STABILITY: SURFACE MOTION
 KH0114
 KH0114  HISTORY     - Date     Condition        Report By
 KH0114  HISTORY     - 1934     MONUMENTED       CGS
 KH0114  HISTORY     - 1958     GOOD             NGS
 KH0114
 KH0114                          STATION DESCRIPTION
 KH0114
 KH0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KH0114'2 MI W FROM STUDLEY.
 KH0114'IN SHERIDAN COUNTY, 7.1 MILES WEST ALONG THE UNION PACIFIC RR
 KH0114'FROM THE STATION AT MORLAND, GRAHAM COUNTY, ABOUT 7 1/2 POLES
 KH0114'WEST OF MILEPOST 157, AT A ROAD CROSSING, 30 FEET EAST OF THE
 KH0114'ROAD, AND 45 FEET NORTH OF THE CENTER OF THE TRACK.  A STANDARD
 KH0114'DISK, STAMPED E 155 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KH0114'NOTE-- IT IS 4 FEET SOUTH OF THE LINE OF POLES ALONG THE NORTH
 KH0114'SIDE OF THE RAILROAD RIGHT OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0245 ***********************************************************************
 KH0245  DESIGNATION -  E 156 RESET
 KH0245  PID         -  KH0245
 KH0245  STATE/COUNTY-  KS/DECATUR
 KH0245  USGS QUAD   -  OBERLIN NE (1978)
 KH0245
 KH0245                         *CURRENT SURVEY CONTROL
 KH0245  ___________________________________________________________________
 KH0245* NAD 83(1986)-  39 53 15.     (N)    100 32 05.     (W)     SCALED    
 KH0245* NAVD 88     -       816.63   (meters)    2679.2    (feet)  RESET     
 KH0245  ___________________________________________________________________
 KH0245  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 KH0245
 KH0245  VERT ORDER  -  THIRD
 KH0245
 KH0245.The horizontal coordinates were scaled from a topographic map and have
 KH0245.an estimated accuracy of +/- 6 seconds.
 KH0245
 KH0245.The orthometric height was computed from unverified reset data.
 KH0245
 KH0245.The geoid height was determined by GEOID03.
 KH0245
 KH0245;                    North         East    Units  Estimated Accuracy
 KH0245;SPC KS N     -   175,570.      183,220.      MT  (+/- 180 meters Scaled)
 KH0245
 KH0245                          SUPERSEDED SURVEY CONTROL
 KH0245
 KH0245.No superseded survey control is available for this station.
 KH0245
 KH0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK687163(NAD 83)
 KH0245_MARKER: DB = BENCH MARK DISK
 KH0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0245_STAMPING: E 156 RESET 1971
 KH0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0245+STABILITY: SURFACE MOTION
 KH0245
 KH0245  HISTORY     - Date     Condition        Report By
 KH0245  HISTORY     - 1971     MONUMENTED       NGS
 KH0245
 KH0245                          STATION DESCRIPTION
 KH0245
 KH0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KH0245'5 MI N FROM OBERLIN.
 KH0245'ABOUT 4.15 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE JUNCTION
 KH0245'OF U.S. HIGHWAYS 36 AND 83 AT OBERLINE, 160.5 FEET WEST OF THE
 KH0245'CENTER OF U.S. HIGHWAY 83, 11 FEET NORTH OF THE CENTER OF A
 KH0245'DRIVEWAY, 6 FEET SOUTHWEST OF HIGHWAY STATION 213+2, .05 MILE
 KH0245'NORTH OF A CROSSROAD, 4 FEET NORTHEAST OF A CORNER POST AT THE
 KH0245'SOUTHEAST CORNER OF A FEED LOT, 2 FEET EAST OF A BOARD FENCE, 1
 KH0245'FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 KH0245'ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0236 ***********************************************************************
 KG0236  DESIGNATION -  E 157
 KG0236  PID         -  KG0236
 KG0236  STATE/COUNTY-  KS/PHILLIPS
 KG0236  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0236
 KG0236                         *CURRENT SURVEY CONTROL
 KG0236  ___________________________________________________________________
 KG0236* NAD 83(1986)-  39 43 30.     (N)    099 18 34.     (W)     SCALED    
 KG0236* NAVD 88     -       563.831  (meters)    1849.84   (feet)  ADJUSTED  
 KG0236  ___________________________________________________________________
 KG0236  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 KG0236  DYNAMIC HT  -         563.468 (meters)    1848.64  (feet)  COMP
 KG0236  MODELED GRAV-     979,965.0   (mgal)                       NAVD 88
 KG0236
 KG0236  VERT ORDER  -  SECOND    CLASS 0
 KG0236
 KG0236.The horizontal coordinates were scaled from a topographic map and have
 KG0236.an estimated accuracy of +/- 6 seconds.
 KG0236
 KG0236.The orthometric height was determined by differential leveling
 KG0236.and adjusted by the National Geodetic Survey in June 1991..
 KG0236
 KG0236.The geoid height was determined by GEOID03.
 KG0236
 KG0236.The dynamic height is computed by dividing the NAVD 88
 KG0236.geopotential number by the normal gravity value computed on the
 KG0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0236.degrees latitude (g = 980.6199 gals.).
 KG0236
 KG0236.The modeled gravity was interpolated from observed gravity values.
 KG0236
 KG0236;                    North         East    Units  Estimated Accuracy
 KG0236;SPC KS N     -   155,310.      287,740.      MT  (+/- 180 meters Scaled)
 KG0236
 KG0236                          SUPERSEDED SURVEY CONTROL
 KG0236
 KG0236  NGVD 29 (??/??/92)  563.598  (m)         1849.07   (f) ADJ UNCH    2 0
 KG0236
 KG0236.Superseded values are not recommended for survey control.
 KG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0236.See file dsdata.txt to determine how the superseded data were derived.
 KG0236
 KG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ734972(NAD 83)
 KG0236_MARKER: DB = BENCH MARK DISK
 KG0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0236_SP_SET: BRIDGE ABUTMENT
 KG0236_STAMPING: E 157 1934
 KG0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0236
 KG0236  HISTORY     - Date     Condition        Report By
 KG0236  HISTORY     - 1934     MONUMENTED       CGS
 KG0236  HISTORY     - 1976     GOOD             KSDT
 KG0236  HISTORY     - 1985     SEE DESCRIPTION  NGS
 KG0236
 KG0236                          STATION DESCRIPTION
 KG0236
 KG0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0236'2.7 MI N FROM GLADE.
 KG0236'2.7 MILES NORTH OF CHURCH AT GLADE ON STATE HWY. 1 IN THE
 KG0236'SOUTHWEST ABUTMENT OF LARGE CONCRETE BRIDGE 1-20 ON STATE
 KG0236'HIGHWAY 1.
 KG0236
 KG0236                          STATION RECOVERY (1976)
 KG0236
 KG0236'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1976
 KG0236'RECOVERED IN GOOD CONDITION.
 KG0236
 KG0236                          STATION RECOVERY (1985)
 KG0236
 KG0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KG0236'IT WILL BE DESTROYED IN THE FALL OF 1985 DURING ROAD CONSTRUCTION ON
 KG0236'U.S. HIGHWAY 183 WHICH WILL RESULT IN THE BRIDGE THE MARK IS ON BEING
 KG0236'REPLACED. A NEW DISK, STAMPED E 157 RESET 1985 WAS FURNISHED TO THE
 KG0236'KANSAS DEPARTMENT OF TRANSPORTATION OFFICE AT PHILLIPSBURG. THAT
 KG0236'OFFICE WILL PLACE THE NEW DISK IN THE NEW STRUCTURE AND DETERMINE ITS
 KG0236'ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0554 ***********************************************************************
 KG0554  DESIGNATION -  E 157 RESET
 KG0554  PID         -  KG0554
 KG0554  STATE/COUNTY-  KS/PHILLIPS
 KG0554  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0554
 KG0554                         *CURRENT SURVEY CONTROL
 KG0554  ___________________________________________________________________
 KG0554* NAD 83(1986)-  39 43 30.     (N)    099 18 31.     (W)     SCALED    
 KG0554* NAVD 88     -       566.556  (meters)    1858.78   (feet)  ADJUSTED  
 KG0554  ___________________________________________________________________
 KG0554  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 KG0554  DYNAMIC HT  -         566.192 (meters)    1857.58  (feet)  COMP
 KG0554  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 KG0554
 KG0554  VERT ORDER  -  THIRD
 KG0554
 KG0554.The horizontal coordinates were scaled from a topographic map and have
 KG0554.an estimated accuracy of +/- 6 seconds.
 KG0554
 KG0554.The orthometric height was determined by differential leveling
 KG0554.and adjusted by the National Geodetic Survey in June 1991..
 KG0554
 KG0554.The geoid height was determined by GEOID03.
 KG0554
 KG0554.The dynamic height is computed by dividing the NAVD 88
 KG0554.geopotential number by the normal gravity value computed on the
 KG0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0554.degrees latitude (g = 980.6199 gals.).
 KG0554
 KG0554.The modeled gravity was interpolated from observed gravity values.
 KG0554
 KG0554;                    North         East    Units  Estimated Accuracy
 KG0554;SPC KS N     -   155,310.      287,810.      MT  (+/- 180 meters Scaled)
 KG0554
 KG0554                          SUPERSEDED SURVEY CONTROL
 KG0554
 KG0554.No superseded survey control is available for this station.
 KG0554
 KG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ735972(NAD 83)
 KG0554_MARKER: DB = BENCH MARK DISK
 KG0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0554_SP_SET: CONCRETE POST
 KG0554_STAMPING: E 157 RESET 1985
 KG0554_MARK LOGO: NGS   
 KG0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0554+STABILITY: SURFACE MOTION
 KG0554
 KG0554  HISTORY     - Date     Condition        Report By
 KG0554  HISTORY     - 1985     MONUMENTED       NGS
 KG0554  HISTORY     - 1987     GOOD             NOS
 KG0554
 KG0554                          STATION DESCRIPTION
 KG0554
 KG0554'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 KG0554'3.2 KM (2.00 MI) SSE FROM PHILLIPSBURG.
 KG0554'A NEW DISK, STAMPED E 157 RESET 1985 WAS FRUNISHED TO THE KANSAS
 KG0554'DEPARTMENT OF TRANSPORTATION OFFFICE AT PHILLIPSBURG.  THAT
 KG0554'OFFICE SET THE NEW DISK IN THE VICINITY OF THE ORIGINAL DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6218 ***********************************************************************
 AB6218  DESIGNATION -  E 158 RESET
 AB6218  PID         -  AB6218
 AB6218  STATE/COUNTY-  KS/ELLIS
 AB6218  USGS QUAD   -  PLAINVILLE SE (1978)
 AB6218
 AB6218                         *CURRENT SURVEY CONTROL
 AB6218  ___________________________________________________________________
 AB6218* NAD 83(1986)-  39 05 47.     (N)    099 18 21.     (W)     SCALED    
 AB6218* NAVD 88     -       580.90   (meters)    1905.8    (feet)  RESET     
 AB6218  ___________________________________________________________________
 AB6218  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 AB6218
 AB6218  VERT ORDER  -  THIRD
 AB6218
 AB6218.The horizontal coordinates were scaled from a topographic map and have
 AB6218.an estimated accuracy of +/- 6 seconds.
 AB6218
 AB6218.The orthometric height was computed from unverified reset data.
 AB6218
 AB6218.The geoid height was determined by GEOID03.
 AB6218
 AB6218;                    North         East    Units  Estimated Accuracy
 AB6218;SPC KS N     -    85,520.      287,040.      MT  (+/- 180 meters Scaled)
 AB6218
 AB6218                          SUPERSEDED SURVEY CONTROL
 AB6218
 AB6218.No superseded survey control is available for this station.
 AB6218
 AB6218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ735275(NAD 83)
 AB6218_MARKER: DB = BENCH MARK DISK
 AB6218_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6218_SP_SET: BRIDGE HUBGUARD
 AB6218_STAMPING: E 158 RESET 1963
 AB6218_MARK LOGO: CGS   
 AB6218_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6218
 AB6218  HISTORY     - Date     Condition        Report By
 AB6218  HISTORY     - 1967     MONUMENTED       KSDT
 AB6218
 AB6218                          STATION DESCRIPTION
 AB6218
 AB6218'DESCRIBED BY KANSAS DEPARTMENT OF TRANSPORTATION 1967 (FRS)
 AB6218'ABOUT 14.0 MILES (22.5 KM) NORTH FROM THE NORTH CITY LIMITS OF HAYS,
 AB6218'ON US HIGHWAY 183 TO THE SALINE RIVER BRIDGE.  ON THE SOUTH END OF THE
 AB6218'WEST HUBGUARD OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0418 ***********************************************************************
 KG0418  DESIGNATION -  E 159
 KG0418  PID         -  KG0418
 KG0418  STATE/COUNTY-  KS/NORTON
 KG0418  USGS QUAD   -  ALMENA (1967)
 KG0418
 KG0418                         *CURRENT SURVEY CONTROL
 KG0418  ___________________________________________________________________
 KG0418* NAD 83(1986)-  39 52 36.     (N)    099 43 33.     (W)     SCALED    
 KG0418* NAVD 88     -       658.697  (meters)    2161.08   (feet)  ADJUSTED  
 KG0418  ___________________________________________________________________
 KG0418  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 KG0418  DYNAMIC HT  -         658.271 (meters)    2159.68  (feet)  COMP
 KG0418  MODELED GRAV-     979,957.5   (mgal)                       NAVD 88
 KG0418
 KG0418  VERT ORDER  -  SECOND    CLASS 0
 KG0418
 KG0418.The horizontal coordinates were scaled from a topographic map and have
 KG0418.an estimated accuracy of +/- 6 seconds.
 KG0418
 KG0418.The orthometric height was determined by differential leveling
 KG0418.and adjusted by the National Geodetic Survey in June 1991..
 KG0418
 KG0418.The geoid height was determined by GEOID03.
 KG0418
 KG0418.The dynamic height is computed by dividing the NAVD 88
 KG0418.geopotential number by the normal gravity value computed on the
 KG0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0418.degrees latitude (g = 980.6199 gals.).
 KG0418
 KG0418.The modeled gravity was interpolated from observed gravity values.
 KG0418
 KG0418;                    North         East    Units  Estimated Accuracy
 KG0418;SPC KS N     -   172,740.      252,370.      MT  (+/- 180 meters Scaled)
 KG0418
 KG0418                          SUPERSEDED SURVEY CONTROL
 KG0418
 KG0418  NGVD 29 (??/??/92)  658.447  (m)         2160.25   (f) ADJ UNCH    2 0
 KG0418
 KG0418.Superseded values are not recommended for survey control.
 KG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0418.See file dsdata.txt to determine how the superseded data were derived.
 KG0418
 KG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK379143(NAD 83)
 KG0418_MARKER: DB = BENCH MARK DISK
 KG0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0418_STAMPING: E 159 1934
 KG0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0418+STABILITY: SURFACE MOTION
 KG0418
 KG0418  HISTORY     - Date     Condition        Report By
 KG0418  HISTORY     - 1934     MONUMENTED       CGS
 KG0418  HISTORY     - 1966     MARK NOT FOUND   USGS
 KG0418
 KG0418                          STATION DESCRIPTION
 KG0418
 KG0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0418'1.5 MI SW FROM ALMENA.
 KG0418'1.5 MILES SOUTHWEST OF BURLINGTON STATION AT ALMENA, 400 FEET
 KG0418'WEST OF MILEPOST 29, 40 FEET NORTH OF CENTERLINE OF C.B. AND
 KG0418'Q. RR. TRACK, 20 FEET WEST OF GATE, IN FENCE LINE.  NOTE-- 1966
 KG0418'REPORT-- ORIGINAL SITE IS NOW IN A DITCH.
 KG0418
 KG0418                          STATION RECOVERY (1966)
 KG0418
 KG0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KG0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0118 ***********************************************************************
 HF0118  DESIGNATION -  E 16
 HF0118  PID         -  HF0118
 HF0118  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0118  USGS QUAD   -  CHAUTAUQUA (1979)
 HF0118
 HF0118                         *CURRENT SURVEY CONTROL
 HF0118  ___________________________________________________________________
 HF0118* NAD 83(1986)-  37 07 23.     (N)    096 13 19.     (W)     SCALED    
 HF0118* NAVD 88     -       258.674  (meters)     848.67   (feet)  ADJUSTED  
 HF0118  ___________________________________________________________________
 HF0118  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 HF0118  DYNAMIC HT  -         258.466 (meters)     847.98  (feet)  COMP
 HF0118  MODELED GRAV-     979,821.0   (mgal)                       NAVD 88
 HF0118
 HF0118  VERT ORDER  -  FIRST     CLASS II
 HF0118
 HF0118.The horizontal coordinates were scaled from a topographic map and have
 HF0118.an estimated accuracy of +/- 6 seconds.
 HF0118
 HF0118.The orthometric height was determined by differential leveling
 HF0118.and adjusted by the National Geodetic Survey in June 1991..
 HF0118
 HF0118.The geoid height was determined by GEOID03.
 HF0118
 HF0118.The dynamic height is computed by dividing the NAVD 88
 HF0118.geopotential number by the normal gravity value computed on the
 HF0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0118.degrees latitude (g = 980.6199 gals.).
 HF0118
 HF0118.The modeled gravity was interpolated from observed gravity values.
 HF0118
 HF0118;                    North         East    Units  Estimated Accuracy
 HF0118;SPC KS S     -   453,130.      602,430.      MT  (+/- 180 meters Scaled)
 HF0118
 HF0118                          SUPERSEDED SURVEY CONTROL
 HF0118
 HF0118  NGVD 29 (??/??/92)  258.537  (m)          848.22   (f) ADJ UNCH    1 2
 HF0118
 HF0118.Superseded values are not recommended for survey control.
 HF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0118.See file dsdata.txt to determine how the superseded data were derived.
 HF0118
 HF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG468121(NAD 83)
 HF0118_MARKER: DB = BENCH MARK DISK
 HF0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0118_STAMPING: E 16 1933
 HF0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0118+STABILITY: SURFACE MOTION
 HF0118
 HF0118  HISTORY     - Date     Condition        Report By
 HF0118  HISTORY     - 1933     MONUMENTED       CGS
 HF0118
 HF0118                          STATION DESCRIPTION
 HF0118
 HF0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0118'2 MI W FROM SEDAN.
 HF0118'ABOUT 2.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0118'SEDAN, CHAUTAUQUA COUNTY, ABOUT 3 YARDS WEST OF THE THIRTH-FIFTH
 HF0118'POLE WEST OF MILEPOST 460, ABOUT 50 YARDS EAST OF THE CENTER
 HF0118'LINE OF A ROAD CROSSING THE TRACK, ABOUT 11 YARDS NORTH OF THE
 HF0118'CENTER LINE OF THE TRACK, AND 3 YARDS SOUTH OF A FENCE.  A
 HF0118'STANDARD DISK, STAMPED E 16 1933 AND SET IN THE TOP OF A CONCRETE
 HF0118'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0259 ***********************************************************************
 KG0259  DESIGNATION -  E 160
 KG0259  PID         -  KG0259
 KG0259  STATE/COUNTY-  KS/SMITH
 KG0259  USGS QUAD   -  KIRWIN (1972)
 KG0259
 KG0259                         *CURRENT SURVEY CONTROL
 KG0259  ___________________________________________________________________
 KG0259* NAD 83(1986)-  39 40 07.     (N)    099 03 58.     (W)     SCALED    
 KG0259* NAVD 88     -       512.912  (meters)    1682.78   (feet)  ADJUSTED  
 KG0259  ___________________________________________________________________
 KG0259  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 KG0259  DYNAMIC HT  -         512.583 (meters)    1681.70  (feet)  COMP
 KG0259  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 KG0259
 KG0259  VERT ORDER  -  SECOND    CLASS 0
 KG0259
 KG0259.The horizontal coordinates were scaled from a topographic map and have
 KG0259.an estimated accuracy of +/- 6 seconds.
 KG0259
 KG0259.The orthometric height was determined by differential leveling
 KG0259.and adjusted by the National Geodetic Survey in June 1991..
 KG0259
 KG0259.The geoid height was determined by GEOID03.
 KG0259
 KG0259.The dynamic height is computed by dividing the NAVD 88
 KG0259.geopotential number by the normal gravity value computed on the
 KG0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0259.degrees latitude (g = 980.6199 gals.).
 KG0259
 KG0259.The modeled gravity was interpolated from observed gravity values.
 KG0259
 KG0259;                    North         East    Units  Estimated Accuracy
 KG0259;SPC KS N     -   148,770.      308,530.      MT  (+/- 180 meters Scaled)
 KG0259
 KG0259                          SUPERSEDED SURVEY CONTROL
 KG0259
 KG0259  NGVD 29 (??/??/92)  512.694  (m)         1682.06   (f) ADJ UNCH    2 0
 KG0259
 KG0259.Superseded values are not recommended for survey control.
 KG0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0259.See file dsdata.txt to determine how the superseded data were derived.
 KG0259
 KG0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ943909(NAD 83)
 KG0259_MARKER: DB = BENCH MARK DISK
 KG0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0259_STAMPING: E 160 1934
 KG0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0259+STABILITY: SURFACE MOTION
 KG0259
 KG0259  HISTORY     - Date     Condition        Report By
 KG0259  HISTORY     - 1934     MONUMENTED       CGS
 KG0259
 KG0259                          STATION DESCRIPTION
 KG0259
 KG0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0259'2 MI W FROM CLAUDELL.
 KG0259'2.0 MILES WEST OF MISSOURI PACIFIC STATION AT CLAUDELL AT
 KG0259'MILEAGE 569.35 AND 75 FEET NORTHEAST OF SMITH-PHILLIPS COUNTY
 KG0259'LINE MARKER, 45 FEET NORTH OF MISSOURI PACIFIC RR. TRACK AND 25
 KG0259'FEET EAST OF CROSSING, IN FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0246 ***********************************************************************
 KG0246  DESIGNATION -  E 161
 KG0246  PID         -  KG0246
 KG0246  STATE/COUNTY-  KS/PHILLIPS
 KG0246  USGS QUAD   -  SPEED (1972)
 KG0246
 KG0246                         *CURRENT SURVEY CONTROL
 KG0246  ___________________________________________________________________
 KG0246* NAD 83(1986)-  39 40 21.     (N)    099 28 45.     (W)     SCALED    
 KG0246* NAVD 88     -       577.014  (meters)    1893.09   (feet)  ADJUSTED  
 KG0246  ___________________________________________________________________
 KG0246  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 KG0246  DYNAMIC HT  -         576.634 (meters)    1891.84  (feet)  COMP
 KG0246  MODELED GRAV-     979,949.5   (mgal)                       NAVD 88
 KG0246
 KG0246  VERT ORDER  -  SECOND    CLASS 0
 KG0246
 KG0246.The horizontal coordinates were scaled from a topographic map and have
 KG0246.an estimated accuracy of +/- 6 seconds.
 KG0246
 KG0246.The orthometric height was determined by differential leveling
 KG0246.and adjusted by the National Geodetic Survey in June 1991..
 KG0246
 KG0246.The geoid height was determined by GEOID03.
 KG0246
 KG0246.The dynamic height is computed by dividing the NAVD 88
 KG0246.geopotential number by the normal gravity value computed on the
 KG0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0246.degrees latitude (g = 980.6199 gals.).
 KG0246
 KG0246.The modeled gravity was interpolated from observed gravity values.
 KG0246
 KG0246;                    North         East    Units  Estimated Accuracy
 KG0246;SPC KS N     -   149,700.      273,100.      MT  (+/- 180 meters Scaled)
 KG0246
 KG0246                          SUPERSEDED SURVEY CONTROL
 KG0246
 KG0246  NGVD 29 (??/??/92)  576.776  (m)         1892.31   (f) ADJ UNCH    2 0
 KG0246
 KG0246.Superseded values are not recommended for survey control.
 KG0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0246.See file dsdata.txt to determine how the superseded data were derived.
 KG0246
 KG0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ589915(NAD 83)
 KG0246_MARKER: DB = BENCH MARK DISK
 KG0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0246_STAMPING: E 161 1934
 KG0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0246+STABILITY: SURFACE MOTION
 KG0246
 KG0246  HISTORY     - Date     Condition        Report By
 KG0246  HISTORY     - 1934     MONUMENTED       CGS
 KG0246  HISTORY     - 1971     MARK NOT FOUND   USGS
 KG0246
 KG0246                          STATION DESCRIPTION
 KG0246
 KG0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0246'3.9 MI W FROM SPEED.
 KG0246'3.9 MILES WEST OF MISSOURI PACIFIC STATION AT SPEED 375 FEET
 KG0246'WEST OF CROSSING, 100 FEET NORTH OF MILEAGE POST 593.30.  30
 KG0246'FEET NORTH OF CENTERLINE OF MISSOURI PACIFIC RR. TRACK, IN
 KG0246'RIGHT OF WAY FENCE LINE.
 KG0246
 KG0246                          STATION RECOVERY (1971)
 KG0246
 KG0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KG0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0204 ***********************************************************************
 KG0204  DESIGNATION -  E 163
 KG0204  PID         -  KG0204
 KG0204  STATE/COUNTY-  KS/OSBORNE
 KG0204  USGS QUAD   -  PORTIS (1961)
 KG0204
 KG0204                         *CURRENT SURVEY CONTROL
 KG0204  ___________________________________________________________________
 KG0204* NAD 83(1986)-  39 33 15.     (N)    098 40 07.     (W)     SCALED    
 KG0204* NAVD 88     -       471.931  (meters)    1548.33   (feet)  ADJUSTED  
 KG0204  ___________________________________________________________________
 KG0204  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 KG0204  DYNAMIC HT  -         471.630 (meters)    1547.34  (feet)  COMP
 KG0204  MODELED GRAV-     979,973.8   (mgal)                       NAVD 88
 KG0204
 KG0204  VERT ORDER  -  SECOND    CLASS 0
 KG0204
 KG0204.The horizontal coordinates were scaled from a topographic map and have
 KG0204.an estimated accuracy of +/- 6 seconds.
 KG0204
 KG0204.The orthometric height was determined by differential leveling
 KG0204.and adjusted by the National Geodetic Survey in June 1991..
 KG0204
 KG0204.The geoid height was determined by GEOID03.
 KG0204
 KG0204.The dynamic height is computed by dividing the NAVD 88
 KG0204.geopotential number by the normal gravity value computed on the
 KG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0204.degrees latitude (g = 980.6199 gals.).
 KG0204
 KG0204.The modeled gravity was interpolated from observed gravity values.
 KG0204
 KG0204;                    North         East    Units  Estimated Accuracy
 KG0204;SPC KS N     -   135,740.      342,540.      MT  (+/- 180 meters Scaled)
 KG0204
 KG0204                          SUPERSEDED SURVEY CONTROL
 KG0204
 KG0204  NGVD 29 (??/??/92)  471.738  (m)         1547.69   (f) ADJ UNCH    2 0
 KG0204
 KG0204.Superseded values are not recommended for survey control.
 KG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0204.See file dsdata.txt to determine how the superseded data were derived.
 KG0204
 KG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ284783(NAD 83)
 KG0204_MARKER: DB = BENCH MARK DISK
 KG0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0204_SP_SET: CULVERT
 KG0204_STAMPING: E 163 1934
 KG0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0204
 KG0204  HISTORY     - Date     Condition        Report By
 KG0204  HISTORY     - 1934     MONUMENTED       CGS
 KG0204  HISTORY     - 1960     MARK NOT FOUND   NGS
 KG0204
 KG0204                          STATION DESCRIPTION
 KG0204
 KG0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0204'1.5 MI SE FROM PORTIS.
 KG0204'1.5 MILES SOUTHEAST OF MISSOURI PACIFIC STA. AT PORTIS 1 POLE
 KG0204'EAST OF MILEAGE 546.15, ABOUT 500 FEET WEST OF RAILROAD CROSSING,
 KG0204'IN THE SOUTHWEST SIDE OF A GRANITE CULVERT.  NOTE-- CULVERT
 KG0204'APPEARS TO HAVE BEEN REPLACED.
 KG0204
 KG0204                          STATION RECOVERY (1960)
 KG0204
 KG0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KG0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0338 ***********************************************************************
 JG0338  DESIGNATION -  E 164
 JG0338  PID         -  JG0338
 JG0338  STATE/COUNTY-  KS/ELLIS
 JG0338  USGS QUAD   -  VICTORIA (1961)
 JG0338
 JG0338                         *CURRENT SURVEY CONTROL
 JG0338  ___________________________________________________________________
 JG0338* NAD 83(1986)-  38 50 44.     (N)    099 11 56.     (W)     SCALED    
 JG0338* NAVD 88     -       613.135  (meters)    2011.59   (feet)  ADJUSTED  
 JG0338  ___________________________________________________________________
 JG0338  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 JG0338  DYNAMIC HT  -         612.684 (meters)    2010.11  (feet)  COMP
 JG0338  MODELED GRAV-     979,872.9   (mgal)                       NAVD 88
 JG0338
 JG0338  VERT ORDER  -  FIRST     CLASS II
 JG0338
 JG0338.The horizontal coordinates were scaled from a topographic map and have
 JG0338.an estimated accuracy of +/- 6 seconds.
 JG0338
 JG0338.The orthometric height was determined by differential leveling
 JG0338.and adjusted by the National Geodetic Survey in June 1991..
 JG0338
 JG0338.The geoid height was determined by GEOID03.
 JG0338
 JG0338.The dynamic height is computed by dividing the NAVD 88
 JG0338.geopotential number by the normal gravity value computed on the
 JG0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0338.degrees latitude (g = 980.6199 gals.).
 JG0338
 JG0338.The modeled gravity was interpolated from observed gravity values.
 JG0338
 JG0338;                    North         East    Units  Estimated Accuracy
 JG0338;SPC KS N     -    57,550.      295,920.      MT  (+/- 180 meters Scaled)
 JG0338
 JG0338                          SUPERSEDED SURVEY CONTROL
 JG0338
 JG0338  NGVD 29 (??/??/92)  612.882  (m)         2010.76   (f) ADJ UNCH    1 2
 JG0338
 JG0338.Superseded values are not recommended for survey control.
 JG0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0338.See file dsdata.txt to determine how the superseded data were derived.
 JG0338
 JG0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH827996(NAD 83)
 JG0338_MARKER: DB = BENCH MARK DISK
 JG0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0338_SP_SET: CULVERT
 JG0338_STAMPING: E 164 1934
 JG0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0338
 JG0338  HISTORY     - Date     Condition        Report By
 JG0338  HISTORY     - 1934     MONUMENTED       CGS
 JG0338  HISTORY     - 1953     GOOD             NGS
 JG0338
 JG0338                          STATION DESCRIPTION
 JG0338
 JG0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0338'2.8 MI W FROM VICTORIA.
 JG0338'2.85 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0338'RAILROAD STATION AT VICTORIA, 0.2 MILE EAST OF A JUNCTION WITH
 JG0338'A DIRT ROAD LEADING NORTH, 102 FEET SOUTH OF A FENCE, 11 FEET
 JG0338'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.0 MILE EAST OF BENCH
 JG0338'MARK T 303, SET IN THE TOP OF THE CENTER OF THE NORTH HEADWALL
 JG0338'OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0106 ***********************************************************************
 KG0106  DESIGNATION -  E 165
 KG0106  PID         -  KG0106
 KG0106  STATE/COUNTY-  KS/OSBORNE
 KG0106  USGS QUAD   -  VINCENT (1978)
 KG0106
 KG0106                         *CURRENT SURVEY CONTROL
 KG0106  ___________________________________________________________________
 KG0106* NAD 83(1986)-  39 11 24.     (N)    098 41 42.     (W)     SCALED    
 KG0106* NAVD 88     -       526.891  (meters)    1728.64   (feet)  ADJUSTED  
 KG0106  ___________________________________________________________________
 KG0106  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 KG0106  DYNAMIC HT  -         526.537 (meters)    1727.48  (feet)  COMP
 KG0106  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 KG0106
 KG0106  VERT ORDER  -  SECOND    CLASS 0
 KG0106
 KG0106.The horizontal coordinates were scaled from a topographic map and have
 KG0106.an estimated accuracy of +/- 6 seconds.
 KG0106
 KG0106.The orthometric height was determined by differential leveling
 KG0106.and adjusted by the National Geodetic Survey in June 1991..
 KG0106
 KG0106.The geoid height was determined by GEOID03.
 KG0106
 KG0106.The dynamic height is computed by dividing the NAVD 88
 KG0106.geopotential number by the normal gravity value computed on the
 KG0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0106.degrees latitude (g = 980.6199 gals.).
 KG0106
 KG0106.The modeled gravity was interpolated from observed gravity values.
 KG0106
 KG0106;                    North         East    Units  Estimated Accuracy
 KG0106;SPC KS N     -    95,330.      339,960.      MT  (+/- 180 meters Scaled)
 KG0106
 KG0106                          SUPERSEDED SURVEY CONTROL
 KG0106
 KG0106  NGVD 29 (??/??/92)  526.694  (m)         1728.00   (f) ADJ UNCH    2 0
 KG0106
 KG0106.Superseded values are not recommended for survey control.
 KG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0106.See file dsdata.txt to determine how the superseded data were derived.
 KG0106
 KG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ263379(NAD 83)
 KG0106_MARKER: DB = BENCH MARK DISK
 KG0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0106_STAMPING: E 165 1934
 KG0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0106+STABILITY: SURFACE MOTION
 KG0106
 KG0106  HISTORY     - Date     Condition        Report By
 KG0106  HISTORY     - 1934     MONUMENTED       CGS
 KG0106  HISTORY     - 1949     MARK NOT FOUND   NGS
 KG0106
 KG0106                          STATION DESCRIPTION
 KG0106
 KG0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0106'6.1 MI N FROM LURAY.
 KG0106'6.1 MILES NORTH OF WATER TOWER AT LURAY ON TOP OF SMALL HILL, 400
 KG0106'FEET SOUTH OF A CROSS ROAD, 21 FEET WEST OF CENTERLINE OF STATE
 KG0106'HIGHWAY 8, IN FENCE LINE.
 KG0106
 KG0106                          STATION RECOVERY (1949)
 KG0106
 KG0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 KG0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0082 ***********************************************************************
 KG0082  DESIGNATION -  E 166
 KG0082  PID         -  KG0082
 KG0082  STATE/COUNTY-  KS/MITCHELL
 KG0082  USGS QUAD   -  BELOIT (1978)
 KG0082
 KG0082                         *CURRENT SURVEY CONTROL
 KG0082  ___________________________________________________________________
 KG0082* NAD 83(1986)-  39 27 21.     (N)    098 06 21.     (W)     SCALED    
 KG0082* NAVD 88     -       422.658  (meters)    1386.67   (feet)  ADJUSTED  
 KG0082  ___________________________________________________________________
 KG0082  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 KG0082  DYNAMIC HT  -         422.388 (meters)    1385.78  (feet)  COMP
 KG0082  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 KG0082
 KG0082  VERT ORDER  -  SECOND    CLASS 0
 KG0082
 KG0082.The horizontal coordinates were scaled from a topographic map and have
 KG0082.an estimated accuracy of +/- 6 seconds.
 KG0082
 KG0082.The orthometric height was determined by differential leveling
 KG0082.and adjusted by the National Geodetic Survey in June 1991..
 KG0082
 KG0082.The geoid height was determined by GEOID03.
 KG0082
 KG0082.The dynamic height is computed by dividing the NAVD 88
 KG0082.geopotential number by the normal gravity value computed on the
 KG0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0082.degrees latitude (g = 980.6199 gals.).
 KG0082
 KG0082.The modeled gravity was interpolated from observed gravity values.
 KG0082
 KG0082;                    North         East    Units  Estimated Accuracy
 KG0082;SPC KS N     -   124,620.      390,890.      MT  (+/- 180 meters Scaled)
 KG0082
 KG0082                          SUPERSEDED SURVEY CONTROL
 KG0082
 KG0082  NGVD 29 (??/??/92)  422.498  (m)         1386.15   (f) ADJ UNCH    2 0
 KG0082
 KG0082.Superseded values are not recommended for survey control.
 KG0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0082.See file dsdata.txt to determine how the superseded data were derived.
 KG0082
 KG0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ769677(NAD 83)
 KG0082_MARKER: DB = BENCH MARK DISK
 KG0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0082_SP_SET: WALL
 KG0082_STAMPING: E 166 1934
 KG0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0082
 KG0082  HISTORY     - Date     Condition        Report By
 KG0082  HISTORY     - 1934     MONUMENTED       CGS
 KG0082  HISTORY     - 1941     GOOD             NGS
 KG0082
 KG0082                          STATION DESCRIPTION
 KG0082
 KG0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0082'AT BELOIT.
 KG0082'AT BELOIT, MITCHELL COUNTY, AT THE MISSOURI PACIFIC RAILROAD
 KG0082'STATION, IN THE EAST WALL, 1 FOOT NORTH OF THE SOUTHEAST CORNER,
 KG0082'AND 3 FEET 6 INCHES ABOVE THE BRICK WALL.  A STANDARD DISK, STAMPED
 KG0082'E 166 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0528 ***********************************************************************
 KG0528  DESIGNATION -  E 166 RESET
 KG0528  PID         -  KG0528
 KG0528  STATE/COUNTY-  KS/MITCHELL
 KG0528  USGS QUAD   -  BELOIT (1978)
 KG0528
 KG0528                         *CURRENT SURVEY CONTROL
 KG0528  ___________________________________________________________________
 KG0528* NAD 83(1986)-  39 27 20.     (N)    098 06 19.     (W)     SCALED    
 KG0528* NAVD 88     -       420.913  (meters)    1380.95   (feet)  ADJUSTED  
 KG0528  ___________________________________________________________________
 KG0528  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 KG0528  DYNAMIC HT  -         420.644 (meters)    1380.06  (feet)  COMP
 KG0528  MODELED GRAV-     979,976.9   (mgal)                       NAVD 88
 KG0528
 KG0528  VERT ORDER  -  THIRD
 KG0528
 KG0528.The horizontal coordinates were scaled from a topographic map and have
 KG0528.an estimated accuracy of +/- 6 seconds.
 KG0528
 KG0528.The orthometric height was determined by differential leveling
 KG0528.and adjusted by the National Geodetic Survey in June 1991..
 KG0528
 KG0528.The geoid height was determined by GEOID03.
 KG0528
 KG0528.The dynamic height is computed by dividing the NAVD 88
 KG0528.geopotential number by the normal gravity value computed on the
 KG0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0528.degrees latitude (g = 980.6199 gals.).
 KG0528
 KG0528.The modeled gravity was interpolated from observed gravity values.
 KG0528
 KG0528;                    North         East    Units  Estimated Accuracy
 KG0528;SPC KS N     -   124,590.      390,940.      MT  (+/- 180 meters Scaled)
 KG0528
 KG0528                          SUPERSEDED SURVEY CONTROL
 KG0528
 KG0528.No superseded survey control is available for this station.
 KG0528
 KG0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ769677(NAD 83)
 KG0528_MARKER: DB = BENCH MARK DISK
 KG0528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KG0528_SP_SET: IN A CULVERT HEADWALL
 KG0528_STAMPING: E 166 RESET 1986
 KG0528_MARK LOGO: NGS   
 KG0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0528+STABILITY: SURFACE MOTION
 KG0528
 KG0528  HISTORY     - Date     Condition        Report By
 KG0528  HISTORY     - 1986     MONUMENTED       NGS
 KG0528  HISTORY     - 1987     GOOD             NOSAMC
 KG0528
 KG0528                          STATION DESCRIPTION
 KG0528
 KG0528'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1987
 KG0528'IN BELOIT.
 KG0528'IN BELOIT, ABOUT MIDWAY BETWEEN SOUTH RIVER AND SOUTH POPLAR STREETS,
 KG0528'SOUTH OF TWO SIDING TRACKS, NORTH OF THREE SIDING TRACKS AND THE
 KG0528'MAINLLINE OF THE BURLINGTON NORTHERN RAILROAD, 30.48 M (100.0 FT)
 KG0528'WEST FROM THE EXTENDED CENTERLINE OF SOUTH PINE STREET, 5.03 M (16.5
 KG0528'FT) NORTH OF THE NORTHERNMOST RAIL OF THE SOUTHERN SET OF TRACKS, AND
 KG0528'SET IN THE TOP OF THE WEST END OF A 6-BY-6-FOOT CONCRETE BOX CULVERT
 KG0528'DATED 1917.
 KG0528'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0497 ***********************************************************************
 KF0497  DESIGNATION -  E 167
 KF0497  PID         -  KF0497
 KF0497  STATE/COUNTY-  KS/OTTAWA
 KF0497  USGS QUAD   -  BENNINGTON (1965)
 KF0497
 KF0497                         *CURRENT SURVEY CONTROL
 KF0497  ___________________________________________________________________
 KF0497* NAD 83(1986)-  39 01 48.     (N)    097 35 37.     (W)     SCALED    
 KF0497* NAVD 88     -       372.123  (meters)    1220.87   (feet)  ADJUSTED  
 KF0497  ___________________________________________________________________
 KF0497  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 KF0497  DYNAMIC HT  -         371.882 (meters)    1220.08  (feet)  COMP
 KF0497  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 KF0497
 KF0497  VERT ORDER  -  SECOND    CLASS 0
 KF0497
 KF0497.The horizontal coordinates were scaled from a topographic map and have
 KF0497.an estimated accuracy of +/- 6 seconds.
 KF0497
 KF0497.The orthometric height was determined by differential leveling
 KF0497.and adjusted by the National Geodetic Survey in June 1991..
 KF0497
 KF0497.The geoid height was determined by GEOID03.
 KF0497
 KF0497.The dynamic height is computed by dividing the NAVD 88
 KF0497.geopotential number by the normal gravity value computed on the
 KF0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0497.degrees latitude (g = 980.6199 gals.).
 KF0497
 KF0497.The modeled gravity was interpolated from observed gravity values.
 KF0497
 KF0497;                    North         East    Units  Estimated Accuracy
 KF0497;SPC KS N     -    77,420.      435,190.      MT  (+/- 180 meters Scaled)
 KF0497
 KF0497                          SUPERSEDED SURVEY CONTROL
 KF0497
 KF0497  NGVD 29 (??/??/92)  372.021  (m)         1220.54   (f) ADJ UNCH    2 0
 KF0497
 KF0497.Superseded values are not recommended for survey control.
 KF0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0497.See file dsdata.txt to determine how the superseded data were derived.
 KF0497
 KF0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ217210(NAD 83)
 KF0497_MARKER: DB = BENCH MARK DISK
 KF0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0497_STAMPING: E 167 1934
 KF0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0497+STABILITY: SURFACE MOTION
 KF0497
 KF0497  HISTORY     - Date     Condition        Report By
 KF0497  HISTORY     - 1934     MONUMENTED       CGS
 KF0497  HISTORY     - 1963     GOOD             USGS
 KF0497
 KF0497                          STATION DESCRIPTION
 KF0497
 KF0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0497'AT BENNINGTON.
 KF0497'AT BENNINGTON, OTTAWA COUNTY, ON THE UNION PACIFIC RAILROAD, 500
 KF0497'FEET EAST OF THE STATION, AT THE CROSSING OF U.S. HIGHWAY 81,
 KF0497'52 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 27 FEET WEST
 KF0497'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KF0497'E 167 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KF0497
 KF0497                          STATION RECOVERY (1963)
 KF0497
 KF0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KF0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0093 ***********************************************************************
 KG0093  DESIGNATION -  E 168
 KG0093  PID         -  KG0093
 KG0093  STATE/COUNTY-  KS/LINCOLN
 KG0093  USGS QUAD   -  LINCOLN (1962)
 KG0093
 KG0093                         *CURRENT SURVEY CONTROL
 KG0093  ___________________________________________________________________
 KG0093* NAD 83(1986)-  39 02 11.     (N)    098 14 40.     (W)     SCALED    
 KG0093* NAVD 88     -       423.834  (meters)    1390.53   (feet)  ADJUSTED  
 KG0093  ___________________________________________________________________
 KG0093  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 KG0093  DYNAMIC HT  -         423.543 (meters)    1389.57  (feet)  COMP
 KG0093  MODELED GRAV-     979,929.8   (mgal)                       NAVD 88
 KG0093
 KG0093  VERT ORDER  -  SECOND    CLASS 0
 KG0093
 KG0093.The horizontal coordinates were scaled from a topographic map and have
 KG0093.an estimated accuracy of +/- 6 seconds.
 KG0093
 KG0093.The orthometric height was determined by differential leveling
 KG0093.and adjusted by the National Geodetic Survey in June 1991..
 KG0093
 KG0093.The geoid height was determined by GEOID03.
 KG0093
 KG0093.The dynamic height is computed by dividing the NAVD 88
 KG0093.geopotential number by the normal gravity value computed on the
 KG0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0093.degrees latitude (g = 980.6199 gals.).
 KG0093
 KG0093.The modeled gravity was interpolated from observed gravity values.
 KG0093
 KG0093;                    North         East    Units  Estimated Accuracy
 KG0093;SPC KS N     -    78,080.      378,840.      MT  (+/- 180 meters Scaled)
 KG0093
 KG0093                          SUPERSEDED SURVEY CONTROL
 KG0093
 KG0093  NGVD 29 (??/??/92)  423.676  (m)         1390.01   (f) ADJ UNCH    2 0
 KG0093
 KG0093.Superseded values are not recommended for survey control.
 KG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0093.See file dsdata.txt to determine how the superseded data were derived.
 KG0093
 KG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ653210(NAD 83)
 KG0093_MARKER: DB = BENCH MARK DISK
 KG0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0093_STAMPING: E 168 1934
 KG0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0093+STABILITY: SURFACE MOTION
 KG0093
 KG0093  HISTORY     - Date     Condition        Report By
 KG0093  HISTORY     - 1934     MONUMENTED       CGS
 KG0093  HISTORY     - 1941     GOOD             NGS
 KG0093
 KG0093                          STATION DESCRIPTION
 KG0093
 KG0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0093'2 MI E FROM VESPER.
 KG0093'2.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0093'AT VESPER, LINCOLN COUNTY, 0.3 MILE EAST OF MILEPOST 39, AT A
 KG0093'ROAD CROSSING, 15 FEET WEST OF THE ROAD, 45 FEET NORTH OF THE
 KG0093'CENTERLINE OF THE TRACK, AND IN A FENCE CORNER.  A STANDARD DISK,
 KG0093'STAMPED E 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0066 ***********************************************************************
 KG0066  DESIGNATION -  E 169
 KG0066  PID         -  KG0066
 KG0066  STATE/COUNTY-  KS/LINCOLN
 KG0066  USGS QUAD   -  LINCOLN NW (1980)
 KG0066
 KG0066                         *CURRENT SURVEY CONTROL
 KG0066  ___________________________________________________________________
 KG0066* NAD 83(1986)-  39 12 22.     (N)    098 09 14.     (W)     SCALED    
 KG0066* NAVD 88     -       415.507  (meters)    1363.21   (feet)  ADJUSTED  
 KG0066  ___________________________________________________________________
 KG0066  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 KG0066  DYNAMIC HT  -         415.231 (meters)    1362.30  (feet)  COMP
 KG0066  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 KG0066
 KG0066  VERT ORDER  -  SECOND    CLASS 0
 KG0066
 KG0066.The horizontal coordinates were scaled from a topographic map and have
 KG0066.an estimated accuracy of +/- 6 seconds.
 KG0066
 KG0066.The orthometric height was determined by differential leveling
 KG0066.and adjusted by the National Geodetic Survey in June 1991..
 KG0066
 KG0066.The geoid height was determined by GEOID03.
 KG0066
 KG0066.The dynamic height is computed by dividing the NAVD 88
 KG0066.geopotential number by the normal gravity value computed on the
 KG0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0066.degrees latitude (g = 980.6199 gals.).
 KG0066
 KG0066.The modeled gravity was interpolated from observed gravity values.
 KG0066
 KG0066;                    North         East    Units  Estimated Accuracy
 KG0066;SPC KS N     -    96,900.      386,710.      MT  (+/- 180 meters Scaled)
 KG0066
 KG0066                          SUPERSEDED SURVEY CONTROL
 KG0066
 KG0066  NGVD 29 (??/??/92)  415.352  (m)         1362.70   (f) ADJ UNCH    2 0
 KG0066
 KG0066.Superseded values are not recommended for survey control.
 KG0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0066.See file dsdata.txt to determine how the superseded data were derived.
 KG0066
 KG0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ730399(NAD 83)
 KG0066_MARKER: DB = BENCH MARK DISK
 KG0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0066_SP_SET: BRIDGE ABUTMENT
 KG0066_STAMPING: E 169 1934
 KG0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0066
 KG0066  HISTORY     - Date     Condition        Report By
 KG0066  HISTORY     - 1934     MONUMENTED       CGS
 KG0066  HISTORY     - 20050126 MARK NOT FOUND   SKW
 KG0066
 KG0066                          STATION DESCRIPTION
 KG0066
 KG0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0066'12 MI N FROM LINCOLN.
 KG0066'12.0 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE COUNTY COURTHOUSE
 KG0066'AT LINCOLN, LINCOLN COUNTY, AT THE FOOT OF THE SOUTH SLOPE OF
 KG0066'A HILL, AT THE NORTH SIDE OF A LARGE FLAT, AT A LONG CONCRETE
 KG0066'BRIDGE, AND IN THE TOP OF THE NORTHEAST ABUTMENT.  A STANDARD
 KG0066'DISK, STAMPED E 169 1934.
 KG0066
 KG0066                          STATION RECOVERY (2005)
 KG0066
 KG0066'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 KG0066'THE OLD BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0547 ***********************************************************************
 HE0547  DESIGNATION -  E 17
 HE0547  PID         -  HE0547
 HE0547  STATE/COUNTY-  KS/MONTGOMERY
 HE0547  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0547
 HE0547                         *CURRENT SURVEY CONTROL
 HE0547  ___________________________________________________________________
 HE0547* NAD 83(1986)-  37 04 39.     (N)    095 32 24.     (W)     SCALED    
 HE0547* NAVD 88     -       235.174  (meters)     771.57   (feet)  ADJUSTED  
 HE0547  ___________________________________________________________________
 HE0547  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HE0547  DYNAMIC HT  -         234.989 (meters)     770.96  (feet)  COMP
 HE0547  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 HE0547
 HE0547  VERT ORDER  -  FIRST     CLASS II
 HE0547
 HE0547.The horizontal coordinates were scaled from a topographic map and have
 HE0547.an estimated accuracy of +/- 6 seconds.
 HE0547
 HE0547.The orthometric height was determined by differential leveling
 HE0547.and adjusted by the National Geodetic Survey in June 1991..
 HE0547
 HE0547.The geoid height was determined by GEOID03.
 HE0547
 HE0547.The dynamic height is computed by dividing the NAVD 88
 HE0547.geopotential number by the normal gravity value computed on the
 HE0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0547.degrees latitude (g = 980.6199 gals.).
 HE0547
 HE0547.The modeled gravity was interpolated from observed gravity values.
 HE0547
 HE0547;                    North         East    Units  Estimated Accuracy
 HE0547;SPC KS S     -   449,780.      663,170.      MT  (+/- 180 meters Scaled)
 HE0547
 HE0547                          SUPERSEDED SURVEY CONTROL
 HE0547
 HE0547  NGVD 29 (??/??/92)  235.039  (m)          771.12   (f) ADJ UNCH    1 2
 HE0547
 HE0547.Superseded values are not recommended for survey control.
 HE0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0547.See file dsdata.txt to determine how the superseded data were derived.
 HE0547
 HE0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB742064(NAD 83)
 HE0547_MARKER: DB = BENCH MARK DISK
 HE0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0547_SP_SET: CONCRETE POST
 HE0547_STAMPING: E 17 1933
 HE0547_MARK LOGO: CGS   
 HE0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0547+STABILITY: SURFACE MOTION
 HE0547
 HE0547  HISTORY     - Date     Condition        Report By
 HE0547  HISTORY     - 1933     MONUMENTED       CGS
 HE0547  HISTORY     - 1951     GOOD             NGS
 HE0547  HISTORY     - 1980     GOOD             NGS
 HE0547  HISTORY     - 1980     GOOD             NGS
 HE0547  HISTORY     - 1987     GOOD             NOS
 HE0547
 HE0547                          STATION DESCRIPTION
 HE0547
 HE0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HE0547'5.2 MI NE FROM COFFEYVILLE.
 HE0547'ABOUT 5.2 MILES NORTHEAST ALONG THE MISSOURI-KANSAS-TEXAS
 HE0547'RR FROM COFFEYVILLE, MONTGOMERY COUNTY, ABOUT 9 POLES EAST OF
 HE0547'MILEPOST 163, AT A ROAD CROSSING, ABOUT 50 FEET NORTH OF THE
 HE0547'NORTH RAIL OF THE TRACK, AND ABOUT 44 FEET WEST OF THE CENTERLINE
 HE0547'OF THE ROAD, 3.6 FEET NNW OF THE 9TH POLE.  A STANDARD DISK,
 HE0547'STAMPED E 17 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HE0547
 HE0547                          STATION RECOVERY (1980)
 HE0547
 HE0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0547'1.5 MILES NORTH ALONG U.S. HIGHWAY 169 FROM ITS JUNCTION WITH U.S.
 HE0547'HIGHWAY 166, ABOUT 2 MILES EAST OF COFFEYVILLE, THENCE RIGHT AND EAST
 HE0547'ALONG A GRAVELED ROAD FOR 2.5 MILES TO A PAVED CROSSROAD, THENCE LEFT
 HE0547'AND NORTH ALONG THE PAVED ROAD FOR 1.0 MILE TO A GRAVELD CROSSROAD,
 HE0547'AN ABANDONED RAILROAD CROSSING AND THE MARK ON THE LEFT 50.0 FEET
 HE0547'WEST OF THE CENTERLINE OF THE PAVED ROAD, 33.0 FEET SOUTH OF THE
 HE0547'CENTERLINE OF THE GRAVELED ROAD AND 4.0 FEET SOUTHEAST OF A FENCE
 HE0547'CORNER. MARK HAS SERVED AS THE AZIMUTH MARK FOR TRIANGULATION STATION
 HE0547'HUNTER, WHICH IS 0.3 MILE EAST OF THIS MARK.
 HE0547
 HE0547                          STATION RECOVERY (1980)
 HE0547
 HE0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0547'1.5 MILES NORTH ALONG U.S. HIGHWAY 169 FROM ITS JUNCTION WITH U.S.
 HE0547'HIGHWAY 166, ABOUT 2 MILES EAST OF COFFEYVILLE, THENCE RIGHT AND EAST
 HE0547'ALONG A GRAVELED ROAD FOR 2.5 MILES TO A PAVED CROSSROAD, THENCE LEFT
 HE0547'AND NORTH ALONG THE PAVED ROAD FOR 1.0 MILE TO A GRAVELD CROSSROAD,
 HE0547'AN ABANDONED RAILROAD CROSSING AND THE MARK ON THE LEFT 50.0 FEET
 HE0547'WEST OF THE CENTERLINE OF THE PAVED ROAD, 33.0 FEET SOUTH OF THE
 HE0547'CENTERLINE OF THE GRAVELED ROAD AND 4.0 FEET SOUTHEAST OF A FENCE
 HE0547'CORNER. MARK HAS SERVED AS THE AZIMUTH MARK FOR TRIANGULATION STATION
 HE0547'HUNTER, WHICH IS 0.3 MILE EAST OF THIS MARK.
 HE0547
 HE0547                          STATION RECOVERY (1987)
 HE0547
 HE0547'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HE0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0022 ***********************************************************************
 KG0022  DESIGNATION -  E 171 RESET
 KG0022  PID         -  KG0022
 KG0022  STATE/COUNTY-  KS/JEWELL
 KG0022  USGS QUAD   -  NORTH BRANCH (1969)
 KG0022
 KG0022                         *CURRENT SURVEY CONTROL
 KG0022  ___________________________________________________________________
 KG0022* NAD 83(1986)-  39 52 31.     (N)    098 18 21.     (W)     SCALED    
 KG0022* NAVD 88     -       506.86   (meters)    1662.9    (feet)  RESET     
 KG0022  ___________________________________________________________________
 KG0022  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 KG0022
 KG0022  VERT ORDER  -  THIRD
 KG0022
 KG0022.The horizontal coordinates were scaled from a topographic map and have
 KG0022.an estimated accuracy of +/- 6 seconds.
 KG0022
 KG0022.The orthometric height was computed from unverified reset data.
 KG0022.No vertical observational check was made to the station.
 KG0022
 KG0022.The geoid height was determined by GEOID03.
 KG0022
 KG0022;                    North         East    Units  Estimated Accuracy
 KG0022;SPC KS N     -   171,230.      373,840.      MT  (+/- 180 meters Scaled)
 KG0022
 KG0022                          SUPERSEDED SURVEY CONTROL
 KG0022
 KG0022  NGVD 29 (??/??/??)  506.65   (m)         1662.2    (f) RESET       3  
 KG0022
 KG0022.Superseded values are not recommended for survey control.
 KG0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0022.See file dsdata.txt to determine how the superseded data were derived.
 KG0022
 KG0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK593141(NAD 83)
 KG0022_MARKER: DB = BENCH MARK DISK
 KG0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0022_SP_SET: BRIDGE
 KG0022_STAMPING: E 171 RESET 1959
 KG0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0022
 KG0022  HISTORY     - Date     Condition        Report By
 KG0022  HISTORY     - 1959     MONUMENTED       CGS
 KG0022  HISTORY     - 1960     GOOD             NGS
 KG0022
 KG0022                          STATION DESCRIPTION
 KG0022
 KG0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KG0022'AT BURR OAK.
 KG0022'THE MARK IS LOCATED AT BURR OAK, NEAR THE NORTH END OF A CONCRETE
 KG0022'GIRDER BRIDGE IN THE EAST HUBGUARD OF THE BRIDGE, SAID 240 FEET
 KG0022'REINFORCED CONCRETE GIRDER BRIDGE BEING LOCATED AT THE NORTH
 KG0022'EDGE OF BURR OAK, ON STATE HIGHWAY 28 SPANNING THE WHITE ROCK
 KG0022'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0567 ***********************************************************************
 KF0567  DESIGNATION -  E 172
 KF0567  PID         -  KF0567
 KF0567  STATE/COUNTY-  KS/CLOUD
 KF0567  USGS QUAD   -  JAMESTOWN (1966)
 KF0567
 KF0567                         *CURRENT SURVEY CONTROL
 KF0567  ___________________________________________________________________
 KF0567* NAD 83(1986)-  39 36 59.     (N)    097 45 46.     (W)     SCALED    
 KF0567* NAVD 88     -       418.904  (meters)    1374.35   (feet)  ADJUSTED  
 KF0567  ___________________________________________________________________
 KF0567  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 KF0567  DYNAMIC HT  -         418.643 (meters)    1373.50  (feet)  COMP
 KF0567  MODELED GRAV-     979,991.0   (mgal)                       NAVD 88
 KF0567
 KF0567  VERT ORDER  -  FIRST     CLASS II
 KF0567
 KF0567.The horizontal coordinates were scaled from a topographic map and have
 KF0567.an estimated accuracy of +/- 6 seconds.
 KF0567
 KF0567.The orthometric height was determined by differential leveling
 KF0567.and adjusted by the National Geodetic Survey in June 1991..
 KF0567
 KF0567.The geoid height was determined by GEOID03.
 KF0567
 KF0567.The dynamic height is computed by dividing the NAVD 88
 KF0567.geopotential number by the normal gravity value computed on the
 KF0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0567.degrees latitude (g = 980.6199 gals.).
 KF0567
 KF0567.The modeled gravity was interpolated from observed gravity values.
 KF0567
 KF0567;                    North         East    Units  Estimated Accuracy
 KF0567;SPC KS N     -   142,460.      420,370.      MT  (+/- 180 meters Scaled)
 KF0567
 KF0567                          SUPERSEDED SURVEY CONTROL
 KF0567
 KF0567  NGVD 29 (??/??/92)  418.756  (m)         1373.87   (f) ADJ UNCH    1 2
 KF0567
 KF0567.Superseded values are not recommended for survey control.
 KF0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0567.See file dsdata.txt to determine how the superseded data were derived.
 KF0567
 KF0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ061859(NAD 83)
 KF0567_MARKER: DB = BENCH MARK DISK
 KF0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0567_STAMPING: E 172 1934
 KF0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0567+STABILITY: SURFACE MOTION
 KF0567
 KF0567  HISTORY     - Date     Condition        Report By
 KF0567  HISTORY     - 1934     MONUMENTED       CGS
 KF0567  HISTORY     - 1947     GOOD             NGS
 KF0567
 KF0567                          STATION DESCRIPTION
 KF0567
 KF0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0567'6.2 MI NW FROM CONCORDIA.
 KF0567'6.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0567'RAILROAD FROM THE STATION AT CONCORDIA, AT A ROAD CROSSING,
 KF0567'ABOUT 125.0 FEET EAST OF THE CROSSING OF THE ATCHISON, TOPEKA
 KF0567'AND SANTA FE RAILROAD AND THE MISSOURI PACIFIC RAILROAD, 45.4
 KF0567'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 22.0 FEET WEST OF
 KF0567'THE CENTER LINE OF THE ROAD, 3.9 FEET SOUTHEAST OF R.E.A. POLE
 KF0567'NO. 120, 2.3 FEET SOUTHWEST OF AN IRON RAIL MARKING THE RAILROAD
 KF0567'RIGHT OF WAY, 0.6 FOOT EAST OF A REFERENCE POST, SET IN THE TOP
 KF0567'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0252 ***********************************************************************
 HE0252  DESIGNATION -  E 18
 HE0252  PID         -  HE0252
 HE0252  STATE/COUNTY-  KS/CHEROKEE
 HE0252  USGS QUAD   -  HALLOWELL (1974)
 HE0252
 HE0252                         *CURRENT SURVEY CONTROL
 HE0252  ___________________________________________________________________
 HE0252* NAD 83(1986)-  37 10 45.     (N)    094 56 43.     (W)     SCALED    
 HE0252* NAVD 88     -       263.035  (meters)     862.97   (feet)  ADJUSTED  
 HE0252  ___________________________________________________________________
 HE0252  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HE0252  DYNAMIC HT  -         262.826 (meters)     862.29  (feet)  COMP
 HE0252  MODELED GRAV-     979,829.0   (mgal)                       NAVD 88
 HE0252
 HE0252  VERT ORDER  -  FIRST     CLASS II
 HE0252
 HE0252.The horizontal coordinates were scaled from a topographic map and have
 HE0252.an estimated accuracy of +/- 6 seconds.
 HE0252
 HE0252.The orthometric height was determined by differential leveling
 HE0252.and adjusted by the National Geodetic Survey in June 1991..
 HE0252
 HE0252.The geoid height was determined by GEOID03.
 HE0252
 HE0252.The dynamic height is computed by dividing the NAVD 88
 HE0252.geopotential number by the normal gravity value computed on the
 HE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0252.degrees latitude (g = 980.6199 gals.).
 HE0252
 HE0252.The modeled gravity was interpolated from observed gravity values.
 HE0252
 HE0252;                    North         East    Units  Estimated Accuracy
 HE0252;SPC KS S     -   462,900.      715,600.      MT  (+/- 180 meters Scaled)
 HE0252
 HE0252                          SUPERSEDED SURVEY CONTROL
 HE0252
 HE0252  NGVD 29 (??/??/92)  262.923  (m)          862.61   (f) ADJ UNCH    1 2
 HE0252
 HE0252.Superseded values are not recommended for survey control.
 HE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0252.See file dsdata.txt to determine how the superseded data were derived.
 HE0252
 HE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB273165(NAD 83)
 HE0252_MARKER: DB = BENCH MARK DISK
 HE0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0252_STAMPING: E 18 1933
 HE0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0252+STABILITY: SURFACE MOTION
 HE0252
 HE0252  HISTORY     - Date     Condition        Report By
 HE0252  HISTORY     - 1933     MONUMENTED       CGS
 HE0252  HISTORY     - 1973     MARK NOT FOUND   USGS
 HE0252
 HE0252                          STATION DESCRIPTION
 HE0252
 HE0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0252'AT SHERWIN.
 HE0252'AT SHERWIN, CHEROKEE COUNTY, 1000 FEET EAST OF THE ST. LOUIS-SAN
 HE0252'FRANCISCO RAILWAY STATION, 17 POLES WEST OF MILEPOST 349, 35
 HE0252'FEET EAST OF A GRADE CROSSING, AND 45 FEET NORTH OF THE TRACK.
 HE0252'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 HE0252
 HE0252                          STATION RECOVERY (1973)
 HE0252
 HE0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HE0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0515 ***********************************************************************
 HG0515  DESIGNATION -  E 180 RESET
 HG0515  PID         -  HG0515
 HG0515  STATE/COUNTY-  KS/CLARK
 HG0515  USGS QUAD   -  ENGLEWOOD (1972)
 HG0515
 HG0515                         *CURRENT SURVEY CONTROL
 HG0515  ___________________________________________________________________
 HG0515* NAD 83(1986)-  37 06 40.     (N)    099 58 51.     (W)     SCALED    
 HG0515* NAVD 88     -       609.30   (meters)    1999.0    (feet)  RESET     
 HG0515  ___________________________________________________________________
 HG0515  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 HG0515
 HG0515  VERT ORDER  -  THIRD
 HG0515
 HG0515.The horizontal coordinates were scaled from a topographic map and have
 HG0515.an estimated accuracy of +/- 6 seconds.
 HG0515
 HG0515.The orthometric height was computed from unverified reset data.
 HG0515
 HG0515.The geoid height was determined by GEOID03.
 HG0515
 HG0515;                    North         East    Units  Estimated Accuracy
 HG0515;SPC KS S     -   450,370.      268,380.      MT  (+/- 180 meters Scaled)
 HG0515
 HG0515                          SUPERSEDED SURVEY CONTROL
 HG0515
 HG0515.No superseded survey control is available for this station.
 HG0515
 HG0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG128076(NAD 83)
 HG0515_MARKER: DB = BENCH MARK DISK
 HG0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0515_STAMPING: E 180 RESET 1963
 HG0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0515+STABILITY: SURFACE MOTION
 HG0515
 HG0515  HISTORY     - Date     Condition        Report By
 HG0515  HISTORY     - 1963     MONUMENTED       KSHC
 HG0515  HISTORY     - 1970     GOOD             NGS
 HG0515
 HG0515                          STATION DESCRIPTION
 HG0515
 HG0515'DESCRIBED BY KS HIGHWAY COMM 1963
 HG0515'5.8 MI N FROM ENGLEWOOD.
 HG0515'5.7 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE ATCHISON,
 HG0515'TOPEKA, AND SANTA FE RAILWAY STATION AT ENGLEWOOD, CLARK COUNTY,
 HG0515'0.1 MILE NORTH OF A CUT THROUGH THE TOP OF A SAND HILL, 119.40
 HG0515'FEET WEST OF CENTERLINE STATION 315+94.60, PROJECT 283-13-F021-1
 HG0515'(9) IN N-S FENCE, AND SET IN THE TOP OF A RECTANGULAR CONCRETE
 HG0515'POST.
 HG0515
 HG0515                          STATION RECOVERY (1970)
 HG0515
 HG0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HG0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0982 ***********************************************************************
 HG0982  DESIGNATION -  E 180 RESET
 HG0982  PID         -  HG0982
 HG0982  STATE/COUNTY-  KS/CLARK
 HG0982  USGS QUAD   -  ENGLEWOOD (1972)
 HG0982
 HG0982                         *CURRENT SURVEY CONTROL
 HG0982  ___________________________________________________________________
 HG0982* NAD 83(1997)-  37 06 40.54784(N)    099 58 51.33424(W)     ADJUSTED  
 HG0982* NAVD 88     -       658.11   (+/-2cm)    2159.1    (feet)  VERTCON   
 HG0982  ___________________________________________________________________
 HG0982  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 HG0982  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 HG0982
 HG0982  HORZ ORDER  -  SECOND
 HG0982  VERT ORDER  -  THIRD ? (See Below)
 HG0982
 HG0982.The horizontal coordinates were established by classical geodetic methods
 HG0982.and adjusted by the National Geodetic Survey in October 1998..
 HG0982
 HG0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0982.The vertical order pertains to the NGVD 29 superseded value.
 HG0982
 HG0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0982
 HG0982.The geoid height was determined by GEOID03.
 HG0982
 HG0982;                    North         East     Units Scale Factor Converg.
 HG0982;SPC KS S     -   450,389.584   268,373.641   MT  1.00003418   -0 54 36.3
 HG0982;UTM  14      - 4,107,665.447   412,847.214   MT  0.99969357   -0 35 30.8
 HG0982
 HG0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0982!SPC KS S     -   0.99990102  x   1.00003418  =   0.99993520
 HG0982!UTM  14      -   0.99990102  x   0.99969357  =   0.99959462
 HG0982
 HG0982                          SUPERSEDED SURVEY CONTROL
 HG0982
 HG0982  NAD 83(1997)-  37 06 40.55392(N)    099 58 51.33475(W) AD(       ) 2
 HG0982  NAD 83(1986)-  37 06 40.54653(N)    099 58 51.33053(W) AD(       ) 2
 HG0982  NAD 27      -  37 06 40.44617(N)    099 58 49.84174(W) AD(       ) 2
 HG0982  NGVD 29 (07/19/86)  657.81   (m)         2158.2    (f) LEVELING    3  
 HG0982
 HG0982.Superseded values are not recommended for survey control.
 HG0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0982.See file dsdata.txt to determine how the superseded data were derived.
 HG0982
 HG0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1284707665(NAD 83)
 HG0982_MARKER: DB = BENCH MARK DISK
 HG0982_SETTING: 0 = UNSPECIFIED SETTING
 HG0982
 HG0982  HISTORY     - Date     Condition        Report By
 HG0982  HISTORY     - 1970     MONUMENTED       NGS
 HG0982
 HG0982                          STATION DESCRIPTION
 HG0982
 HG0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0982'5.7 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE ATCHISON, TOPEKA, AND
 HG0982'SANTA FE RAILWAY STATION AT ENGLEWOOD, CLARK COUNTY, 0.1 MILE NORTH
 HG0982'OF A CUT THROUGH THE TOP OF A SAND HILL, 119.40 FEET WEST OF
 HG0982'CENTERLINE STATION 315+94.60, PROJECT 283-13-F021-1 (9) IN N-S
 HG0982'FENSE, AND SET IN THE TOP OF A RECTANGULAR CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0451 ***********************************************************************
 HG0451  DESIGNATION -  E 181
 HG0451  PID         -  HG0451
 HG0451  STATE/COUNTY-  KS/COMANCHE
 HG0451  USGS QUAD   -  COLDWATER (1979)
 HG0451
 HG0451                         *CURRENT SURVEY CONTROL
 HG0451  ___________________________________________________________________
 HG0451* NAD 83(1986)-  37 20 19.     (N)    099 19 39.     (W)     SCALED    
 HG0451* NAVD 88     -       668.389  (meters)    2192.87   (feet)  ADJUSTED  
 HG0451  ___________________________________________________________________
 HG0451  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 HG0451  DYNAMIC HT  -         667.798 (meters)    2190.93  (feet)  COMP
 HG0451  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 HG0451
 HG0451  VERT ORDER  -  SECOND    CLASS 0
 HG0451
 HG0451.The horizontal coordinates were scaled from a topographic map and have
 HG0451.an estimated accuracy of +/- 6 seconds.
 HG0451
 HG0451.The orthometric height was determined by differential leveling
 HG0451.and adjusted by the National Geodetic Survey in June 1991..
 HG0451
 HG0451.The geoid height was determined by GEOID03.
 HG0451
 HG0451.The dynamic height is computed by dividing the NAVD 88
 HG0451.geopotential number by the normal gravity value computed on the
 HG0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0451.degrees latitude (g = 980.6199 gals.).
 HG0451
 HG0451.The modeled gravity was interpolated from observed gravity values.
 HG0451
 HG0451;                    North         East    Units  Estimated Accuracy
 HG0451;SPC KS S     -   474,900.      326,670.      MT  (+/- 180 meters Scaled)
 HG0451
 HG0451                          SUPERSEDED SURVEY CONTROL
 HG0451
 HG0451  NGVD 29 (??/??/92)  668.106  (m)         2191.94   (f) ADJ UNCH    2 0
 HG0451
 HG0451.Superseded values are not recommended for survey control.
 HG0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0451.See file dsdata.txt to determine how the superseded data were derived.
 HG0451
 HG0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG709324(NAD 83)
 HG0451_MARKER: DB = BENCH MARK DISK
 HG0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0451_STAMPING: E-181 1934
 HG0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0451+STABILITY: SURFACE MOTION
 HG0451
 HG0451  HISTORY     - Date     Condition        Report By
 HG0451  HISTORY     - 1934     MONUMENTED       CGS
 HG0451
 HG0451                          STATION DESCRIPTION
 HG0451
 HG0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0451'5 MI N FROM COLDWATER.
 HG0451'5.0 MILES NORTH OF COLDWATER A.T. AND SF. RR. STATION 42 FEET
 HG0451'NORTH OF CENTER LINE OF SECTION LINE ROAD, 40 FEET EAST OF
 HG0451'STATE HIGHWAY 1, INSIDE OF SECTION LINE FENCE CORNER.  NOTE-- THE
 HG0451'MARK COULD BE BURIED, THE GROUND WAS FROZEN WHICH MADE PROBING
 HG0451'AND DIGGING DIFFICULT.  A PIECE OF CONCRETE, WHICH APPEARED
 HG0451'TO BE PART OF THE POST WAS FOUND NEAR THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0506 ***********************************************************************
 HG0506  DESIGNATION -  E 182
 HG0506  PID         -  HG0506
 HG0506  STATE/COUNTY-  KS/CLARK
 HG0506  USGS QUAD   -  SUGARLOAF (1979)
 HG0506
 HG0506                         *CURRENT SURVEY CONTROL
 HG0506  ___________________________________________________________________
 HG0506* NAD 83(1986)-  37 10 57.     (N)    099 35 31.     (W)     SCALED    
 HG0506* NAVD 88     -       590.317  (meters)    1936.73   (feet)  ADJUSTED  
 HG0506  ___________________________________________________________________
 HG0506  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 HG0506  DYNAMIC HT  -         589.792 (meters)    1935.01  (feet)  COMP
 HG0506  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 HG0506
 HG0506  VERT ORDER  -  SECOND    CLASS 0
 HG0506
 HG0506.The horizontal coordinates were scaled from a topographic map and have
 HG0506.an estimated accuracy of +/- 6 seconds.
 HG0506
 HG0506.The orthometric height was determined by differential leveling
 HG0506.and adjusted by the National Geodetic Survey in June 1991..
 HG0506
 HG0506.The geoid height was determined by GEOID03.
 HG0506
 HG0506.The dynamic height is computed by dividing the NAVD 88
 HG0506.geopotential number by the normal gravity value computed on the
 HG0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0506.degrees latitude (g = 980.6199 gals.).
 HG0506
 HG0506.The modeled gravity was interpolated from observed gravity values.
 HG0506
 HG0506;                    North         East    Units  Estimated Accuracy
 HG0506;SPC KS S     -   457,820.      303,040.      MT  (+/- 180 meters Scaled)
 HG0506
 HG0506                          SUPERSEDED SURVEY CONTROL
 HG0506
 HG0506  NGVD 29 (??/??/92)  590.047  (m)         1935.85   (f) ADJ UNCH    2 0
 HG0506
 HG0506.Superseded values are not recommended for survey control.
 HG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0506.See file dsdata.txt to determine how the superseded data were derived.
 HG0506
 HG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG474152(NAD 83)
 HG0506_MARKER: DB = BENCH MARK DISK
 HG0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0506_STAMPING: E-182 1934
 HG0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0506+STABILITY: SURFACE MOTION
 HG0506
 HG0506  HISTORY     - Date     Condition        Report By
 HG0506  HISTORY     - 1934     MONUMENTED       CGS
 HG0506  HISTORY     - 1975     MARK NOT FOUND   USGS
 HG0506  HISTORY     - 1975     MARK NOT FOUND   USGS
 HG0506
 HG0506                          STATION DESCRIPTION
 HG0506
 HG0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0506'3.7 MI NE FROM SITKA.
 HG0506'3.7 MILES NORTHEAST OF SITKA A.T. AND SF. RR. STATION 165 FEET
 HG0506'NORTHWEST OF 4TH POLE EAST OF MILEPOST 141, 110 FEET NORTH OF
 HG0506'NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 3 FEET
 HG0506'SOUTH OF FENCE LINE.
 HG0506
 HG0506                          STATION RECOVERY (1975)
 HG0506
 HG0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HG0506'MARK NOT FOUND.
 HG0506
 HG0506                          STATION RECOVERY (1975)
 HG0506
 HG0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HG0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0245 ***********************************************************************
 HG0245  DESIGNATION -  E 183
 HG0245  PID         -  HG0245
 HG0245  STATE/COUNTY-  KS/BARBER
 HG0245  USGS QUAD   -  SUN CITY (1968)
 HG0245
 HG0245                         *CURRENT SURVEY CONTROL
 HG0245  ___________________________________________________________________
 HG0245* NAD 83(1986)-  37 22 42.     (N)    098 54 56.     (W)     SCALED    
 HG0245* NAVD 88     -       511.113  (meters)    1676.88   (feet)  ADJUSTED  
 HG0245  ___________________________________________________________________
 HG0245  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 HG0245  DYNAMIC HT  -         510.674 (meters)    1675.44  (feet)  COMP
 HG0245  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 HG0245
 HG0245  VERT ORDER  -  SECOND    CLASS 0
 HG0245
 HG0245.The horizontal coordinates were scaled from a topographic map and have
 HG0245.an estimated accuracy of +/- 6 seconds.
 HG0245
 HG0245.The orthometric height was determined by differential leveling
 HG0245.and adjusted by the National Geodetic Survey in June 1991..
 HG0245
 HG0245.The geoid height was determined by GEOID03.
 HG0245
 HG0245.The dynamic height is computed by dividing the NAVD 88
 HG0245.geopotential number by the normal gravity value computed on the
 HG0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0245.degrees latitude (g = 980.6199 gals.).
 HG0245
 HG0245.The modeled gravity was interpolated from observed gravity values.
 HG0245
 HG0245;                    North         East    Units  Estimated Accuracy
 HG0245;SPC KS S     -   479,070.      363,200.      MT  (+/- 180 meters Scaled)
 HG0245
 HG0245                          SUPERSEDED SURVEY CONTROL
 HG0245
 HG0245  NGVD 29 (??/??/92)  510.877  (m)         1676.10   (f) ADJ UNCH    2 0
 HG0245
 HG0245.Superseded values are not recommended for survey control.
 HG0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0245.See file dsdata.txt to determine how the superseded data were derived.
 HG0245
 HG0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG074368(NAD 83)
 HG0245_MARKER: DB = BENCH MARK DISK
 HG0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0245_STAMPING: E 183 1934
 HG0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0245+STABILITY: SURFACE MOTION
 HG0245
 HG0245  HISTORY     - Date     Condition        Report By
 HG0245  HISTORY     - 1934     MONUMENTED       CGS
 HG0245  HISTORY     - 1940     GOOD             NGS
 HG0245
 HG0245                          STATION DESCRIPTION
 HG0245
 HG0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0245'AT SUN CITY.
 HG0245'AT SUN CITY.  ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA, AND SANTA
 HG0245'FE RR.  77.2 FEET NORTH NORTHEAST OF NORTHEAST CORNER OF DEPOT
 HG0245'TICKET WINDOW.  43.5 FEET NORTH OF THE MOST NORTHERN RAIL.  20.5
 HG0245'FEET NORTHWEST OF A POWER LINE POLE.  3.5 FEET SOUTH OF A WIRE
 HG0245'FENCE.  NO WOODEN POST SET, DEPOT ACTS AS LANDMARK.  STD. DISK
 HG0245'BM IN CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0276 ***********************************************************************
 HG0276  DESIGNATION -  E 184
 HG0276  PID         -  HG0276
 HG0276  STATE/COUNTY-  KS/BARBER
 HG0276  USGS QUAD   -  STUBBS (1973)
 HG0276
 HG0276                         *CURRENT SURVEY CONTROL
 HG0276  ___________________________________________________________________
 HG0276* NAD 83(1986)-  37 06 32.     (N)    098 32 57.     (W)     SCALED    
 HG0276* NAVD 88     -       432.108  (meters)    1417.67   (feet)  ADJUSTED  
 HG0276  ___________________________________________________________________
 HG0276  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HG0276  DYNAMIC HT  -         431.737 (meters)    1416.46  (feet)  COMP
 HG0276  MODELED GRAV-     979,759.9   (mgal)                       NAVD 88
 HG0276
 HG0276  VERT ORDER  -  SECOND    CLASS 0
 HG0276
 HG0276.The horizontal coordinates were scaled from a topographic map and have
 HG0276.an estimated accuracy of +/- 6 seconds.
 HG0276
 HG0276.The orthometric height was determined by differential leveling
 HG0276.and adjusted by the National Geodetic Survey in June 1991..
 HG0276
 HG0276.The geoid height was determined by GEOID03.
 HG0276
 HG0276.The dynamic height is computed by dividing the NAVD 88
 HG0276.geopotential number by the normal gravity value computed on the
 HG0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0276.degrees latitude (g = 980.6199 gals.).
 HG0276
 HG0276.The modeled gravity was interpolated from observed gravity values.
 HG0276
 HG0276;                    North         East    Units  Estimated Accuracy
 HG0276;SPC KS S     -   449,080.      395,630.      MT  (+/- 180 meters Scaled)
 HG0276
 HG0276                          SUPERSEDED SURVEY CONTROL
 HG0276
 HG0276  NGVD 29 (??/??/92)  431.916  (m)         1417.04   (f) ADJ UNCH    2 0
 HG0276
 HG0276.Superseded values are not recommended for survey control.
 HG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0276.See file dsdata.txt to determine how the superseded data were derived.
 HG0276
 HG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG400070(NAD 83)
 HG0276_MARKER: DB = BENCH MARK DISK
 HG0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0276_STAMPING: E-184 1934
 HG0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0276+STABILITY: SURFACE MOTION
 HG0276
 HG0276  HISTORY     - Date     Condition        Report By
 HG0276  HISTORY     - 1934     MONUMENTED       CGS
 HG0276
 HG0276                          STATION DESCRIPTION
 HG0276
 HG0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0276'9.5 MI NW FROM KIOWA.
 HG0276'9.5 MILES NORTHWEST OF KIOWA A.T. AND S.F. RR. STATION, 0.5
 HG0276'MILE SOUTH OF BLINK SCHOOL HOUSE, 60 FEET SOUTHWEST OF
 HG0276'CENTER LINE OF KANSAS STATE HIGHWAY 8, WHERE HIGHWAY MAKES A
 HG0276'CURVE AT SECTION CORNER.  27 FEET NORTH OF CENTER LINE OF SECTION
 HG0276'LINE ROAD TO WEST, AND 27 FEET WEST OF SECTION LINE ROAD TO
 HG0276'SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0038 ***********************************************************************
 JH0038  DESIGNATION -  E 190
 JH0038  PID         -  JH0038
 JH0038  STATE/COUNTY-  KS/HODGEMAN
 JH0038  USGS QUAD   -  HORSE THIEF CANYON (1970)
 JH0038
 JH0038                         *CURRENT SURVEY CONTROL
 JH0038  ___________________________________________________________________
 JH0038* NAD 83(1986)-  38 04 22.     (N)    100 02 43.     (W)     SCALED    
 JH0038* NAVD 88     -       745.518  (meters)    2445.92   (feet)  ADJUSTED  
 JH0038  ___________________________________________________________________
 JH0038  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 JH0038  DYNAMIC HT  -         744.897 (meters)    2443.88  (feet)  COMP
 JH0038  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 JH0038
 JH0038  VERT ORDER  -  SECOND    CLASS 0
 JH0038
 JH0038.The horizontal coordinates were scaled from a topographic map and have
 JH0038.an estimated accuracy of +/- 6 seconds.
 JH0038
 JH0038.The orthometric height was determined by differential leveling
 JH0038.and adjusted by the National Geodetic Survey in June 1991..
 JH0038
 JH0038.The geoid height was determined by GEOID03.
 JH0038
 JH0038.The dynamic height is computed by dividing the NAVD 88
 JH0038.geopotential number by the normal gravity value computed on the
 JH0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0038.degrees latitude (g = 980.6199 gals.).
 JH0038
 JH0038.The modeled gravity was interpolated from observed gravity values.
 JH0038
 JH0038;                    North         East    Units  Estimated Accuracy
 JH0038;SPC KS S     -   557,180.      264,420.      MT  (+/- 180 meters Scaled)
 JH0038
 JH0038                          SUPERSEDED SURVEY CONTROL
 JH0038
 JH0038  NGVD 29 (??/??/92)  745.249  (m)         2445.04   (f) ADJ UNCH    2 0
 JH0038
 JH0038.Superseded values are not recommended for survey control.
 JH0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0038.See file dsdata.txt to determine how the superseded data were derived.
 JH0038
 JH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH083144(NAD 83)
 JH0038_MARKER: DB = BENCH MARK DISK
 JH0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0038_STAMPING: E-190 1934
 JH0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0038+STABILITY: SURFACE MOTION
 JH0038
 JH0038  HISTORY     - Date     Condition        Report By
 JH0038  HISTORY     - 1934     MONUMENTED       CGS
 JH0038  HISTORY     - 1942     MARK NOT FOUND   LOCENG
 JH0038
 JH0038                          STATION DESCRIPTION
 JH0038
 JH0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0038'9.3 MI W FROM JETMORE.
 JH0038'9.3 MILES WEST OF COURTHOUSE, AT JETMORE 700 FEET WEST OF THE
 JH0038'JUNCTION OF MAIN HIGHWAY AND COUNTY ROAD.  69 FEET NORTH OF THE
 JH0038'CENTERLINE OF U.S. HIGHWAY 50-N.
 JH0038
 JH0038                          STATION RECOVERY (1942)
 JH0038
 JH0038'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 JH0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0203 ***********************************************************************
 HH0203  DESIGNATION -  E 191
 HH0203  PID         -  HH0203
 HH0203  STATE/COUNTY-  KS/FINNEY
 HH0203  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0203
 HH0203                         *CURRENT SURVEY CONTROL
 HH0203  ___________________________________________________________________
 HH0203* NAD 83(1986)-  37 58 31.     (N)    100 49 46.     (W)     SCALED    
 HH0203* NAVD 88     -       860.402  (meters)    2822.84   (feet)  ADJUSTED  
 HH0203  ___________________________________________________________________
 HH0203  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HH0203  DYNAMIC HT  -         859.639 (meters)    2820.33  (feet)  COMP
 HH0203  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 HH0203
 HH0203  VERT ORDER  -  SECOND    CLASS 0
 HH0203
 HH0203.The horizontal coordinates were scaled from a topographic map and have
 HH0203.an estimated accuracy of +/- 6 seconds.
 HH0203
 HH0203.The orthometric height was determined by differential leveling
 HH0203.and adjusted by the National Geodetic Survey in June 1991..
 HH0203
 HH0203.The geoid height was determined by GEOID03.
 HH0203
 HH0203.The dynamic height is computed by dividing the NAVD 88
 HH0203.geopotential number by the normal gravity value computed on the
 HH0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0203.degrees latitude (g = 980.6199 gals.).
 HH0203
 HH0203.The modeled gravity was interpolated from observed gravity values.
 HH0203
 HH0203;                    North         East    Units  Estimated Accuracy
 HH0203;SPC KS S     -   547,790.      195,370.      MT  (+/- 180 meters Scaled)
 HH0203
 HH0203                          SUPERSEDED SURVEY CONTROL
 HH0203
 HH0203  NGVD 29 (??/??/92)  860.022  (m)         2821.59   (f) ADJ UNCH    2 0
 HH0203
 HH0203.Superseded values are not recommended for survey control.
 HH0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0203.See file dsdata.txt to determine how the superseded data were derived.
 HH0203
 HH0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH393046(NAD 83)
 HH0203_MARKER: DB = BENCH MARK DISK
 HH0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0203_STAMPING: E 191 1934
 HH0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0203+STABILITY: SURFACE MOTION
 HH0203
 HH0203  HISTORY     - Date     Condition        Report By
 HH0203  HISTORY     - 1934     MONUMENTED       CGS
 HH0203  HISTORY     - 1967     MARK NOT FOUND   NGS
 HH0203  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0203
 HH0203                          STATION DESCRIPTION
 HH0203
 HH0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0203'2.9 MI E FROM GARDEN CITY.
 HH0203'ABOUT 2.9 MILES EAST ALONG U.S. HIGHWAY 50 N FROM THE POST
 HH0203'OFFICE AT GARDEN CITY, FINNEY COUNTY, AT THE INTERSECTION OF
 HH0203'A COUNTY ROAD, 75 FEET EAST OF TWO COTTONWOOD TREES, AND 60 FEET
 HH0203'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 HH0203'STAMPED E 191 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0203
 HH0203                          STATION RECOVERY (1967)
 HH0203
 HH0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HH0203'MARK NOT FOUND.
 HH0203
 HH0203                          STATION RECOVERY (1986)
 HH0203
 HH0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0203'AFTER A PROLONGED SEARCH.  EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS
 HH0203'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0013 ***********************************************************************
 HH0013  DESIGNATION -  E 192
 HH0013  PID         -  HH0013
 HH0013  STATE/COUNTY-  KS/FORD
 HH0013  USGS QUAD   -  SOUTH DODGE (1984)
 HH0013
 HH0013                         *CURRENT SURVEY CONTROL
 HH0013  ___________________________________________________________________
 HH0013* NAD 83(1986)-  37 42 47.     (N)    100 06 28.     (W)     SCALED    
 HH0013* NAVD 88     -       793.731  (meters)    2604.10   (feet)  ADJUSTED  
 HH0013  ___________________________________________________________________
 HH0013  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 HH0013  DYNAMIC HT  -         793.040 (meters)    2601.83  (feet)  COMP
 HH0013  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 HH0013
 HH0013  VERT ORDER  -  SECOND    CLASS 0
 HH0013
 HH0013.The horizontal coordinates were scaled from a topographic map and have
 HH0013.an estimated accuracy of +/- 6 seconds.
 HH0013
 HH0013.The orthometric height was determined by differential leveling
 HH0013.and adjusted by the National Geodetic Survey in June 1991..
 HH0013
 HH0013.The geoid height was determined by GEOID03.
 HH0013
 HH0013.The dynamic height is computed by dividing the NAVD 88
 HH0013.geopotential number by the normal gravity value computed on the
 HH0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0013.degrees latitude (g = 980.6199 gals.).
 HH0013
 HH0013.The modeled gravity was interpolated from observed gravity values.
 HH0013
 HH0013;                    North         East    Units  Estimated Accuracy
 HH0013;SPC KS S     -   517,360.      258,250.      MT  (+/- 180 meters Scaled)
 HH0013
 HH0013                          SUPERSEDED SURVEY CONTROL
 HH0013
 HH0013  NGVD 29 (??/??/92)  793.392  (m)         2602.99   (f) ADJ UNCH    2 0
 HH0013
 HH0013.Superseded values are not recommended for survey control.
 HH0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0013.See file dsdata.txt to determine how the superseded data were derived.
 HH0013
 HH0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG023745(NAD 83)
 HH0013_MARKER: DB = BENCH MARK DISK
 HH0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0013_STAMPING: E-192 1934
 HH0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0013+STABILITY: SURFACE MOTION
 HH0013
 HH0013  HISTORY     - Date     Condition        Report By
 HH0013  HISTORY     - 1934     MONUMENTED       CGS
 HH0013
 HH0013                          STATION DESCRIPTION
 HH0013
 HH0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0013'6.4 MI SW FROM DODGE CITY.
 HH0013'6.4 MILES SOUTHWEST OF AT AND SF RR DEPOT, AT DODGE CITY 66 FEET
 HH0013'NORTHEAST OF MILEPOST 6.  47 FEET SOUTHWEST OF CENTER LINE OF
 HH0013'ATCHISON TOPEKA AND SANTA FE RAILROAD.  3 FEET NORTH WEST OF
 HH0013'RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0340 ***********************************************************************
 HG0340  DESIGNATION -  E 193
 HG0340  PID         -  HG0340
 HG0340  STATE/COUNTY-  KS/STAFFORD
 HG0340  USGS QUAD   -  SAINT JOHN SOUTH (1972)
 HG0340
 HG0340                         *CURRENT SURVEY CONTROL
 HG0340  ___________________________________________________________________
 HG0340* NAD 83(1986)-  37 59 24.     (N)    098 46 43.     (W)     SCALED    
 HG0340* NAVD 88     -       584.324  (meters)    1917.07   (feet)  ADJUSTED  
 HG0340  ___________________________________________________________________
 HG0340  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 HG0340  DYNAMIC HT  -         583.862 (meters)    1915.55  (feet)  COMP
 HG0340  MODELED GRAV-     979,819.4   (mgal)                       NAVD 88
 HG0340
 HG0340  VERT ORDER  -  SECOND    CLASS 0
 HG0340
 HG0340.The horizontal coordinates were scaled from a topographic map and have
 HG0340.an estimated accuracy of +/- 6 seconds.
 HG0340
 HG0340.The orthometric height was determined by differential leveling
 HG0340.and adjusted by the National Geodetic Survey in June 1991..
 HG0340
 HG0340.The geoid height was determined by GEOID03.
 HG0340
 HG0340.The dynamic height is computed by dividing the NAVD 88
 HG0340.geopotential number by the normal gravity value computed on the
 HG0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0340.degrees latitude (g = 980.6199 gals.).
 HG0340
 HG0340.The modeled gravity was interpolated from observed gravity values.
 HG0340
 HG0340;                    North         East    Units  Estimated Accuracy
 HG0340;SPC KS S     -   546,910.      375,530.      MT  (+/- 180 meters Scaled)
 HG0340
 HG0340                          SUPERSEDED SURVEY CONTROL
 HG0340
 HG0340  NGVD 29 (??/??/92)  584.080  (m)         1916.27   (f) ADJ UNCH    2 0
 HG0340
 HG0340.Superseded values are not recommended for survey control.
 HG0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0340.See file dsdata.txt to determine how the superseded data were derived.
 HG0340
 HG0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH194047(NAD 83)
 HG0340_MARKER: DB = BENCH MARK DISK
 HG0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0340_STAMPING: E 193 1934
 HG0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0340+STABILITY: SURFACE MOTION
 HG0340
 HG0340  HISTORY     - Date     Condition        Report By
 HG0340  HISTORY     - 1934     MONUMENTED       CGS
 HG0340
 HG0340                          STATION DESCRIPTION
 HG0340
 HG0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0340'1.1 MI W FROM SAINT JOHN.
 HG0340'ABOUT 1.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0340'RAILWAY FROM THE STATION AT SAINT JOHN, STAFFORD COUNTY, 6 FEET
 HG0340'NORTHEAST OF MILEPOST 267, ABOUT 4 RAILS WEST OF A SEMAPHORE,
 HG0340'AND 33 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 HG0340'DISK, STAMPED E 193 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0434 ***********************************************************************
 JG0434  DESIGNATION -  E 194
 JG0434  PID         -  JG0434
 JG0434  STATE/COUNTY-  KS/PAWNEE
 JG0434  USGS QUAD   -  GARFIELD (1972)
 JG0434
 JG0434                         *CURRENT SURVEY CONTROL
 JG0434  ___________________________________________________________________
 JG0434* NAD 83(1986)-  38 07 03.     (N)    099 10 55.     (W)     SCALED    
 JG0434* NAVD 88     -       620.908  (meters)    2037.10   (feet)  ADJUSTED  
 JG0434  ___________________________________________________________________
 JG0434  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 JG0434  DYNAMIC HT  -         620.419 (meters)    2035.49  (feet)  COMP
 JG0434  MODELED GRAV-     979,821.9   (mgal)                       NAVD 88
 JG0434
 JG0434  VERT ORDER  -  SECOND    CLASS 0
 JG0434
 JG0434.The horizontal coordinates were scaled from a topographic map and have
 JG0434.an estimated accuracy of +/- 6 seconds.
 JG0434
 JG0434.The orthometric height was determined by differential leveling
 JG0434.and adjusted by the National Geodetic Survey in June 1991..
 JG0434
 JG0434.The geoid height was determined by GEOID03.
 JG0434
 JG0434.The dynamic height is computed by dividing the NAVD 88
 JG0434.geopotential number by the normal gravity value computed on the
 JG0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0434.degrees latitude (g = 980.6199 gals.).
 JG0434
 JG0434.The modeled gravity was interpolated from observed gravity values.
 JG0434
 JG0434;                    North         East    Units  Estimated Accuracy
 JG0434;SPC KS S     -   561,240.      340,200.      MT  (+/- 180 meters Scaled)
 JG0434
 JG0434                          SUPERSEDED SURVEY CONTROL
 JG0434
 JG0434  NGVD 29 (??/??/92)  620.720  (m)         2036.48   (f) ADJ UNCH    2 0
 JG0434
 JG0434.Superseded values are not recommended for survey control.
 JG0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0434.See file dsdata.txt to determine how the superseded data were derived.
 JG0434
 JG0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH840188(NAD 83)
 JG0434_MARKER: DB = BENCH MARK DISK
 JG0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0434_STAMPING: E 194 1934
 JG0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0434+STABILITY: SURFACE MOTION
 JG0434
 JG0434  HISTORY     - Date     Condition        Report By
 JG0434  HISTORY     - 1934     MONUMENTED       CGS
 JG0434  HISTORY     - 1940     GOOD             NGS
 JG0434
 JG0434                          STATION DESCRIPTION
 JG0434
 JG0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0434'4.3 MI NE FROM GARFIELD.
 JG0434'4.3 MILES NORTHEAST, ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA, AND
 JG0434'SANTA FE RR.  85 FEET NORTHWEST OF MILE POST NO. 298.  72 FEET
 JG0434'SOUTHEAST OF CENTER LINE OF STATE HIGHWAY NO. 45.  40 FEET
 JG0434'NORTHWEST OF CENTER LINE OF TRACK.  3.0 FEET SOUTH OF 4 X 4
 JG0434'INCH WHITE WOODEN POST PROJECTING 1.5 FOOT.  STD. DISK BM IN
 JG0434'CONCRETE POST PROJECTING 0.25 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0292 ***********************************************************************
 JG0292  DESIGNATION -  E 195
 JG0292  PID         -  JG0292
 JG0292  STATE/COUNTY-  KS/RUSH
 JG0292  USGS QUAD   -  BISON (1966)
 JG0292
 JG0292                         *CURRENT SURVEY CONTROL
 JG0292  ___________________________________________________________________
 JG0292* NAD 83(1986)-  38 31 23.     (N)    099 13 52.     (W)     SCALED    
 JG0292* NAVD 88     -       613.151  (meters)    2011.65   (feet)  ADJUSTED  
 JG0292  ___________________________________________________________________
 JG0292  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0292  DYNAMIC HT  -         612.682 (meters)    2010.11  (feet)  COMP
 JG0292  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 JG0292
 JG0292  VERT ORDER  -  SECOND    CLASS 0
 JG0292
 JG0292.The horizontal coordinates were scaled from a topographic map and have
 JG0292.an estimated accuracy of +/- 6 seconds.
 JG0292
 JG0292.The orthometric height was determined by differential leveling
 JG0292.and adjusted by the National Geodetic Survey in June 1991..
 JG0292
 JG0292.The geoid height was determined by GEOID03.
 JG0292
 JG0292.The dynamic height is computed by dividing the NAVD 88
 JG0292.geopotential number by the normal gravity value computed on the
 JG0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0292.degrees latitude (g = 980.6199 gals.).
 JG0292
 JG0292.The modeled gravity was interpolated from observed gravity values.
 JG0292
 JG0292;                    North         East    Units  Estimated Accuracy
 JG0292;SPC KS S     -   606,290.      336,250.      MT  (+/- 180 meters Scaled)
 JG0292
 JG0292                          SUPERSEDED SURVEY CONTROL
 JG0292
 JG0292  NGVD 29 (??/??/92)  612.900  (m)         2010.82   (f) ADJ UNCH    2 0
 JG0292
 JG0292.Superseded values are not recommended for survey control.
 JG0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0292.See file dsdata.txt to determine how the superseded data were derived.
 JG0292
 JG0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH798638(NAD 83)
 JG0292_MARKER: DB = BENCH MARK DISK
 JG0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0292_STAMPING: E 195 1934
 JG0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0292+STABILITY: SURFACE MOTION
 JG0292
 JG0292  HISTORY     - Date     Condition        Report By
 JG0292  HISTORY     - 1934     MONUMENTED       CGS
 JG0292  HISTORY     - 1940     GOOD             NGS
 JG0292
 JG0292                          STATION DESCRIPTION
 JG0292
 JG0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0292'4.4 MI E FROM LA CROSSE.
 JG0292'4.4 MILES EAST OF THE CITY HALL.  ALONG THE RIGHT-OF-WAY OF THE
 JG0292'MISSOURI PACIFIC RR.  1 POLE WEST OF MILE POST NO. 586.  18
 JG0292'FEET SOUTH OF CENTER LINE OF TRACK.  2.0 FEET SOUTH OF TELEPHONE
 JG0292'POLE.  1.0 FEET WEST OF A PRIVATE ROAD WHICH CROSSES THE TRACK.
 JG0292'2.0 FEET EAST OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0
 JG0292'FEET.  1.0 FOOT NORTH OF A WIRE FENCE.  STD. DISK BM IN 8 INCH
 JG0292'SQUARE CONCRETE POST FLUSH WITH SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0393 ***********************************************************************
 JG0393  DESIGNATION -  E 196 RESET
 JG0393  PID         -  JG0393
 JG0393  STATE/COUNTY-  KS/ELLIS
 JG0393  USGS QUAD   -  HAYS SOUTH (1983)
 JG0393
 JG0393                         *CURRENT SURVEY CONTROL
 JG0393  ___________________________________________________________________
 JG0393* NAD 83(1986)-  38 45 17.     (N)    099 19 10.     (W)     SCALED    
 JG0393* NAVD 88     -       618.67   (meters)    2029.8    (feet)  RESET     
 JG0393  ___________________________________________________________________
 JG0393  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 JG0393
 JG0393  VERT ORDER  -  THIRD
 JG0393
 JG0393.The horizontal coordinates were scaled from a topographic map and have
 JG0393.an estimated accuracy of +/- 6 seconds.
 JG0393
 JG0393.The orthometric height was computed from unverified reset data.
 JG0393
 JG0393.The geoid height was determined by GEOID03.
 JG0393
 JG0393;                    North         East    Units  Estimated Accuracy
 JG0393;SPC KS N     -    47,610.      285,310.      MT  (+/- 180 meters Scaled)
 JG0393
 JG0393                          SUPERSEDED SURVEY CONTROL
 JG0393
 JG0393.No superseded survey control is available for this station.
 JG0393
 JG0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH722896(NAD 83)
 JG0393_MARKER: DB = BENCH MARK DISK
 JG0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0393_STAMPING: E 196 RESET 1969
 JG0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0393+STABILITY: SURFACE MOTION
 JG0393
 JG0393  HISTORY     - Date     Condition        Report By
 JG0393  HISTORY     - 1969     MONUMENTED       CGS
 JG0393
 JG0393                          STATION DESCRIPTION
 JG0393
 JG0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JG0393'6.7 MI N FROM LIEBENTHAL.
 JG0393'ABOUT 6.7 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE BANK
 JG0393'BUILDING AT LIEBENTHAL, IN THE NORTHWEST ANGLE OF AN INTERSECTION,
 JG0393'110 FEET WEST OF THE CENTER OF U.S. HIGHWAY 183, 23 FEET NORTH
 JG0393'OF THE CENTER OF AND EAST-WEST ROAD, 4 FEET NORTH OF A CONCRETE
 JG0393'RIGHT-OF-WAY POST, 1 FOOT SOUTH OF A METAL WITNESS POST, AND SET
 JG0393'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1102 ***********************************************************************
 JF1102  DESIGNATION -  E 197
 JF1102  PID         -  JF1102
 JF1102  STATE/COUNTY-  KS/MCPHERSON
 JF1102  USGS QUAD   -  LANGLEY (1978)
 JF1102
 JF1102                         *CURRENT SURVEY CONTROL
 JF1102  ___________________________________________________________________
 JF1102* NAD 83(1986)-  38 33 33.     (N)    097 56 31.     (W)     SCALED    
 JF1102* NAVD 88     -       462.607  (meters)    1517.74   (feet)  ADJUSTED  
 JF1102  ___________________________________________________________________
 JF1102  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 JF1102  DYNAMIC HT  -         462.272 (meters)    1516.64  (feet)  COMP
 JF1102  MODELED GRAV-     979,890.6   (mgal)                       NAVD 88
 JF1102
 JF1102  VERT ORDER  -  SECOND    CLASS 0
 JF1102
 JF1102.The horizontal coordinates were scaled from a topographic map and have
 JF1102.an estimated accuracy of +/- 6 seconds.
 JF1102
 JF1102.The orthometric height was determined by differential leveling
 JF1102.and adjusted by the National Geodetic Survey in June 1991..
 JF1102
 JF1102.The geoid height was determined by GEOID03.
 JF1102
 JF1102.The dynamic height is computed by dividing the NAVD 88
 JF1102.geopotential number by the normal gravity value computed on the
 JF1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1102.degrees latitude (g = 980.6199 gals.).
 JF1102
 JF1102.The modeled gravity was interpolated from observed gravity values.
 JF1102
 JF1102;                    North         East    Units  Estimated Accuracy
 JF1102;SPC KS S     -   610,190.      448,640.      MT  (+/- 180 meters Scaled)
 JF1102
 JF1102                          SUPERSEDED SURVEY CONTROL
 JF1102
 JF1102  NGVD 29 (??/??/92)  462.463  (m)         1517.26   (f) ADJ UNCH    2 0
 JF1102
 JF1102.Superseded values are not recommended for survey control.
 JF1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1102.See file dsdata.txt to determine how the superseded data were derived.
 JF1102
 JF1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH921683(NAD 83)
 JF1102_MARKER: DB = BENCH MARK DISK
 JF1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1102_STAMPING: E-197 1934
 JF1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1102+STABILITY: SURFACE MOTION
 JF1102
 JF1102  HISTORY     - Date     Condition        Report By
 JF1102  HISTORY     - 1934     MONUMENTED       CGS
 JF1102  HISTORY     - 1964     MARK NOT FOUND   USGS
 JF1102
 JF1102                          STATION DESCRIPTION
 JF1102
 JF1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF1102'15.5 MI W FROM LINDSBORG.
 JF1102'15.5 MILES WEST OF LINDSBORG GRIST MILL AT LINDSBORG 49 FEET
 JF1102'NORTHEAST OF TELEGRAPH POLE 511-30.  40 FEET EAST OF CENTERLINE
 JF1102'OF MISSOURI PACIFIC RAILROAD.  110 FEET EAST OF CENTERLINE OF
 JF1102'NORTH AND SOUTH SECTION LINE ROAD.
 JF1102
 JF1102                          STATION RECOVERY (1964)
 JF1102
 JF1102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JF1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0141 ***********************************************************************
 JG0141  DESIGNATION -  E 198
 JG0141  PID         -  JG0141
 JG0141  STATE/COUNTY-  KS/RICE
 JG0141  USGS QUAD   -  LYONS NW (1970)
 JG0141
 JG0141                         *CURRENT SURVEY CONTROL
 JG0141  ___________________________________________________________________
 JG0141* NAD 83(1986)-  38 23 38.     (N)    098 12 39.     (W)     SCALED    
 JG0141* NAVD 88     -       527.249  (meters)    1729.82   (feet)  ADJUSTED  
 JG0141  ___________________________________________________________________
 JG0141  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 JG0141  DYNAMIC HT  -         526.854 (meters)    1728.52  (feet)  COMP
 JG0141  MODELED GRAV-     979,864.3   (mgal)                       NAVD 88
 JG0141
 JG0141  VERT ORDER  -  SECOND    CLASS 0
 JG0141
 JG0141.The horizontal coordinates were scaled from a topographic map and have
 JG0141.an estimated accuracy of +/- 6 seconds.
 JG0141
 JG0141.The orthometric height was determined by differential leveling
 JG0141.and adjusted by the National Geodetic Survey in June 1991..
 JG0141
 JG0141.The geoid height was determined by GEOID03.
 JG0141
 JG0141.The dynamic height is computed by dividing the NAVD 88
 JG0141.geopotential number by the normal gravity value computed on the
 JG0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0141.degrees latitude (g = 980.6199 gals.).
 JG0141
 JG0141.The modeled gravity was interpolated from observed gravity values.
 JG0141
 JG0141;                    North         East    Units  Estimated Accuracy
 JG0141;SPC KS S     -   591,740.      425,260.      MT  (+/- 180 meters Scaled)
 JG0141
 JG0141                          SUPERSEDED SURVEY CONTROL
 JG0141
 JG0141  NGVD 29 (??/??/92)  527.096  (m)         1729.31   (f) ADJ UNCH    2 0
 JG0141
 JG0141.Superseded values are not recommended for survey control.
 JG0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0141.See file dsdata.txt to determine how the superseded data were derived.
 JG0141
 JG0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH689498(NAD 83)
 JG0141_MARKER: DB = BENCH MARK DISK
 JG0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0141_STAMPING: E 198 1934
 JG0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0141+STABILITY: SURFACE MOTION
 JG0141
 JG0141  HISTORY     - Date     Condition        Report By
 JG0141  HISTORY     - 1934     MONUMENTED       CGS
 JG0141
 JG0141                          STATION DESCRIPTION
 JG0141
 JG0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0141'3.4 MI N FROM LYONS.
 JG0141'3.4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JG0141'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT LYONS,
 JG0141'RICE COUNTY, 81 FEET WEST OF MILEPOST 580, 45 FEET WEST OF THE
 JG0141'CENTER LINE OF THE TRACK, AND 2 FEET EAST OF A FENCE.  A STANDARD
 JG0141'DISK, STAMPED E 198 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0903 ***********************************************************************
 JF0903  DESIGNATION -  E 199
 JF0903  PID         -  JF0903
 JF0903  STATE/COUNTY-  KS/RENO
 JF0903  USGS QUAD   -  HUTCHINSON (1978)
 JF0903
 JF0903                         *CURRENT SURVEY CONTROL
 JF0903  ___________________________________________________________________
 JF0903* NAD 83(1986)-  38 04 42.     (N)    097 55 37.     (W)     SCALED    
 JF0903* NAVD 88     -       468.992  (meters)    1538.68   (feet)  ADJUSTED  
 JF0903  ___________________________________________________________________
 JF0903  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF0903  DYNAMIC HT  -         468.628 (meters)    1537.49  (feet)  COMP
 JF0903  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 JF0903
 JF0903  VERT ORDER  -  SECOND    CLASS 0
 JF0903
 JF0903.The horizontal coordinates were scaled from a topographic map and have
 JF0903.an estimated accuracy of +/- 6 seconds.
 JF0903
 JF0903.The orthometric height was determined by differential leveling
 JF0903.and adjusted by the National Geodetic Survey in June 1991..
 JF0903
 JF0903.The geoid height was determined by GEOID03.
 JF0903
 JF0903.The dynamic height is computed by dividing the NAVD 88
 JF0903.geopotential number by the normal gravity value computed on the
 JF0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0903.degrees latitude (g = 980.6199 gals.).
 JF0903
 JF0903.The modeled gravity was interpolated from observed gravity values.
 JF0903
 JF0903;                    North         East    Units  Estimated Accuracy
 JF0903;SPC KS S     -   556,830.      450,280.      MT  (+/- 180 meters Scaled)
 JF0903
 JF0903                          SUPERSEDED SURVEY CONTROL
 JF0903
 JF0903  NGVD 29 (??/??/92)  468.838  (m)         1538.18   (f) ADJ UNCH    2 0
 JF0903
 JF0903.Superseded values are not recommended for survey control.
 JF0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0903.See file dsdata.txt to determine how the superseded data were derived.
 JF0903
 JF0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH941150(NAD 83)
 JF0903_MARKER: DB = BENCH MARK DISK
 JF0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0903_STAMPING: E 199 1934
 JF0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0903+STABILITY: SURFACE MOTION
 JF0903
 JF0903  HISTORY     - Date     Condition        Report By
 JF0903  HISTORY     - 1934     MONUMENTED       CGS
 JF0903  HISTORY     - 1960     GOOD             LOCENG
 JF0903
 JF0903                          STATION DESCRIPTION
 JF0903
 JF0903'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 JF0903'AT HUTCHINSON.
 JF0903'AT HUTCHINSON, RENO COUNTY, AT THE STATE FAIR GROUNDS, 24 FT.
 JF0903'SE OF CENTER OF DOORS, AT THE SOUTH ENTRANCE TO THE 4-H CLUB
 JF0903'BUILDING, 17.3 FT. SE OF THE SE COR. OF RECESSED ENTRANCE AT
 JF0903'THE SOUTH ENTRANCE TO 4-H BUILDING, AND 3 FT. EAST OF A WALK LEADING
 JF0903'TO SOUTH ENTRANCE OF THE 4-H CLUB BUILDING.  A STANDARD DISK,
 JF0903'STAMPED E 199 1934 AND SET IN TOP OF CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0035 ***********************************************************************
 JH0035  DESIGNATION -  E 20
 JH0035  PID         -  JH0035
 JH0035  STATE/COUNTY-  KS/NESS
 JH0035  USGS QUAD   -  ARNOLD (1981)
 JH0035
 JH0035                         *CURRENT SURVEY CONTROL
 JH0035  ___________________________________________________________________
 JH0035* NAD 83(1986)-  38 38 31.     (N)    100 00 38.     (W)     SCALED    
 JH0035* NAVD 88     -       777.369  (meters)    2550.42   (feet)  ADJUSTED  
 JH0035  ___________________________________________________________________
 JH0035  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 JH0035  DYNAMIC HT  -         776.751 (meters)    2548.39  (feet)  COMP
 JH0035  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 JH0035
 JH0035  VERT ORDER  -  SECOND    CLASS 0
 JH0035
 JH0035.The horizontal coordinates were scaled from a topographic map and have
 JH0035.an estimated accuracy of +/- 6 seconds.
 JH0035
 JH0035.The orthometric height was determined by differential leveling
 JH0035.and adjusted by the National Geodetic Survey in June 1991..
 JH0035
 JH0035.The geoid height was determined by GEOID03.
 JH0035
 JH0035.The dynamic height is computed by dividing the NAVD 88
 JH0035.geopotential number by the normal gravity value computed on the
 JH0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0035.degrees latitude (g = 980.6199 gals.).
 JH0035
 JH0035.The modeled gravity was interpolated from observed gravity values.
 JH0035
 JH0035;                    North         East    Units  Estimated Accuracy
 JH0035;SPC KS S     -   620,300.      268,490.      MT  (+/- 180 meters Scaled)
 JH0035
 JH0035                          SUPERSEDED SURVEY CONTROL
 JH0035
 JH0035  NGVD 29 (??/??/92)  777.066  (m)         2549.42   (f) ADJ UNCH    2 0
 JH0035
 JH0035.Superseded values are not recommended for survey control.
 JH0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0035.See file dsdata.txt to determine how the superseded data were derived.
 JH0035
 JH0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH120775(NAD 83)
 JH0035_MARKER: DB = BENCH MARK DISK
 JH0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0035+STABILITY: SURFACE MOTION
 JH0035
 JH0035  HISTORY     - Date     Condition        Report By
 JH0035  HISTORY     - UNK      MONUMENTED       CGS
 JH0035  HISTORY     - 1934     GOOD             NGS
 JH0035  HISTORY     - 1977     POOR             USGS
 JH0035
 JH0035                          STATION DESCRIPTION
 JH0035
 JH0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0035'2 MI E FROM ARNOLD.
 JH0035'2.0 MILES EAST BY RAIL.  LOCATED ALONG THE R. OF W. OF THE
 JH0035'M.P.R.R. CO.  52 FT. EAST OF MILE POST 631-33.  43 FT. NORTH
 JH0035'OF THE CENTER LINE OF THE TRACK.  39 FT. WEST OF THE CENTER OF
 JH0035'A SECTION LINE ROAD.  ALONG THE EAST SIDE OF SECTION 19 R 24 W
 JH0035'T 16 S.
 JH0035
 JH0035                          STATION RECOVERY (1977)
 JH0035
 JH0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JH0035'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0124 ***********************************************************************
 HH0124  DESIGNATION -  E 21
 HH0124  PID         -  HH0124
 HH0124  STATE/COUNTY-  KS/SEWARD
 HH0124  USGS QUAD   -  LIBERAL (1983)
 HH0124
 HH0124                         *CURRENT SURVEY CONTROL
 HH0124  ___________________________________________________________________
 HH0124* NAD 83(1986)-  37 03 16.     (N)    100 53 29.     (W)     SCALED    
 HH0124* NAVD 88     -       857.155  (meters)    2812.18   (feet)  ADJUSTED  
 HH0124  ___________________________________________________________________
 HH0124  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 HH0124  DYNAMIC HT  -         856.314 (meters)    2809.42  (feet)  COMP
 HH0124  MODELED GRAV-     979,621.6   (mgal)                       NAVD 88
 HH0124
 HH0124  VERT ORDER  -  SECOND    CLASS 0
 HH0124
 HH0124.The horizontal coordinates were scaled from a topographic map and have
 HH0124.an estimated accuracy of +/- 6 seconds.
 HH0124
 HH0124.The orthometric height was determined by differential leveling
 HH0124.and adjusted by the National Geodetic Survey in June 1991..
 HH0124
 HH0124.The geoid height was determined by GEOID03.
 HH0124
 HH0124.The dynamic height is computed by dividing the NAVD 88
 HH0124.geopotential number by the normal gravity value computed on the
 HH0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0124.degrees latitude (g = 980.6199 gals.).
 HH0124
 HH0124.The modeled gravity was interpolated from observed gravity values.
 HH0124
 HH0124;                    North         East    Units  Estimated Accuracy
 HH0124;SPC KS S     -   445,770.      187,300.      MT  (+/- 180 meters Scaled)
 HH0124
 HH0124                          SUPERSEDED SURVEY CONTROL
 HH0124
 HH0124  NGVD 29 (??/??/92)  856.786  (m)         2810.97   (f) ADJ UNCH    2 0
 HH0124
 HH0124.Superseded values are not recommended for survey control.
 HH0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0124.See file dsdata.txt to determine how the superseded data were derived.
 HH0124
 HH0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG318025(NAD 83)
 HH0124_MARKER: DB = BENCH MARK DISK
 HH0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0124_STAMPING: E 21 1933
 HH0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0124+STABILITY: SURFACE MOTION
 HH0124
 HH0124  HISTORY     - Date     Condition        Report By
 HH0124  HISTORY     - 1933     MONUMENTED       CGS
 HH0124  HISTORY     - 1971     MARK NOT FOUND   USGS
 HH0124
 HH0124                          STATION DESCRIPTION
 HH0124
 HH0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0124'2.1 MI NE FROM LIBERAL.
 HH0124'ABOUT 2.1 MILES NORTHEAST ALONG THE CHIGAGO, ROCK ISLAND AND
 HH0124'PACIFIC RAILWAY FROM THE STATION AT LIBERAL, SEWARD COUNTY,
 HH0124'ABOUT 5 POLES SOUTHWEST OF MILEPOST 432, AT A HIGHWAY CROSSING,
 HH0124'38 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AND 8 FEET
 HH0124'NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED E 21 1933 AND
 HH0124'SET IN THE TOP OF A CONCRETE POST.
 HH0124
 HH0124                          STATION RECOVERY (1971)
 HH0124
 HH0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HH0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0735 ***********************************************************************
 JF0735  DESIGNATION -  E 212
 JF0735  PID         -  JF0735
 JF0735  STATE/COUNTY-  KS/HARVEY
 JF0735  USGS QUAD   -  HESSTON (1978)
 JF0735
 JF0735                         *CURRENT SURVEY CONTROL
 JF0735  ___________________________________________________________________
 JF0735* NAD 83(1986)-  38 09 32.     (N)    097 27 30.     (W)     SCALED    
 JF0735* NAVD 88     -       446.871  (meters)    1466.11   (feet)  ADJUSTED  
 JF0735  ___________________________________________________________________
 JF0735  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 JF0735  DYNAMIC HT  -         446.530 (meters)    1464.99  (feet)  COMP
 JF0735  MODELED GRAV-     979,850.7   (mgal)                       NAVD 88
 JF0735
 JF0735  VERT ORDER  -  SECOND    CLASS 0
 JF0735
 JF0735.The horizontal coordinates were scaled from a topographic map and have
 JF0735.an estimated accuracy of +/- 6 seconds.
 JF0735
 JF0735.The orthometric height was determined by differential leveling
 JF0735.and adjusted by the National Geodetic Survey in June 1991..
 JF0735
 JF0735.The geoid height was determined by GEOID03.
 JF0735
 JF0735.The dynamic height is computed by dividing the NAVD 88
 JF0735.geopotential number by the normal gravity value computed on the
 JF0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0735.degrees latitude (g = 980.6199 gals.).
 JF0735
 JF0735.The modeled gravity was interpolated from observed gravity values.
 JF0735
 JF0735;                    North         East    Units  Estimated Accuracy
 JF0735;SPC KS S     -   566,130.      491,290.      MT  (+/- 180 meters Scaled)
 JF0735
 JF0735                          SUPERSEDED SURVEY CONTROL
 JF0735
 JF0735  NGVD 29 (??/??/92)  446.712  (m)         1465.59   (f) ADJ UNCH    2 0
 JF0735
 JF0735.Superseded values are not recommended for survey control.
 JF0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0735.See file dsdata.txt to determine how the superseded data were derived.
 JF0735
 JF0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH350245(NAD 83)
 JF0735_MARKER: DB = BENCH MARK DISK
 JF0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0735_STAMPING: E 212 1934
 JF0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0735+STABILITY: SURFACE MOTION
 JF0735
 JF0735  HISTORY     - Date     Condition        Report By
 JF0735  HISTORY     - 1934     MONUMENTED       CGS
 JF0735  HISTORY     - 1953     GOOD             NGS
 JF0735  HISTORY     - 1972     GOOD             USGS
 JF0735
 JF0735                          STATION DESCRIPTION
 JF0735
 JF0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JF0735'2 MI NW FROM HESSTON.
 JF0735'2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JF0735'HESSTON, HARVEY COUNTY, 3 POLES NORTHWEST OF MILEPOST 497, 150
 JF0735'FEET WEST OF THE MRS. CHARLES DILLAU FARM RESIDENCE, 45 FEET
 JF0735'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 44 FEET NORTHEAST OF THE
 JF0735'NEAR RAIL OF TRACK, ON THE WEST SIDE OF A FARM LANE, AND IN
 JF0735'LINE WITH THE RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED
 JF0735'E 212 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JF0735
 JF0735                          STATION RECOVERY (1972)
 JF0735
 JF0735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JF0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0672 ***********************************************************************
 JF0672  DESIGNATION -  E 213
 JF0672  PID         -  JF0672
 JF0672  STATE/COUNTY-  KS/MARION
 JF0672  USGS QUAD   -  PEABODY (1989)
 JF0672
 JF0672                         *CURRENT SURVEY CONTROL
 JF0672  ___________________________________________________________________
 JF0672* NAD 83(1986)-  38 11 15.     (N)    097 02 45.     (W)     SCALED    
 JF0672* NAVD 88     -       406.708  (meters)    1334.34   (feet)  ADJUSTED  
 JF0672  ___________________________________________________________________
 JF0672  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 JF0672  DYNAMIC HT  -         406.404 (meters)    1333.34  (feet)  COMP
 JF0672  MODELED GRAV-     979,869.8   (mgal)                       NAVD 88
 JF0672
 JF0672  VERT ORDER  -  SECOND    CLASS 0
 JF0672
 JF0672.The horizontal coordinates were scaled from a topographic map and have
 JF0672.an estimated accuracy of +/- 6 seconds.
 JF0672
 JF0672.The orthometric height was determined by differential leveling
 JF0672.and adjusted by the National Geodetic Survey in June 1991..
 JF0672
 JF0672.The geoid height was determined by GEOID03.
 JF0672
 JF0672.The dynamic height is computed by dividing the NAVD 88
 JF0672.geopotential number by the normal gravity value computed on the
 JF0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0672.degrees latitude (g = 980.6199 gals.).
 JF0672
 JF0672.The modeled gravity was interpolated from observed gravity values.
 JF0672
 JF0672;                    North         East    Units  Estimated Accuracy
 JF0672;SPC KS S     -   569,780.      527,390.      MT  (+/- 180 meters Scaled)
 JF0672
 JF0672                          SUPERSEDED SURVEY CONTROL
 JF0672
 JF0672  NGVD 29 (??/??/92)  406.547  (m)         1333.81   (f) ADJ UNCH    2 0
 JF0672
 JF0672.Superseded values are not recommended for survey control.
 JF0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0672.See file dsdata.txt to determine how the superseded data were derived.
 JF0672
 JF0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH711284(NAD 83)
 JF0672_MARKER: DB = BENCH MARK DISK
 JF0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0672_MARK LOGO: CGS   
 JF0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0672+STABILITY: SURFACE MOTION
 JF0672
 JF0672  HISTORY     - Date     Condition        Report By
 JF0672  HISTORY     - UNK      MONUMENTED       CGS
 JF0672  HISTORY     - 1934     GOOD             NGS
 JF0672  HISTORY     - 1941     GOOD             NGS
 JF0672  HISTORY     - 1989     POOR             USPSQD
 JF0672  HISTORY     - 19890601 POOR             KSDT
 JF0672
 JF0672                          STATION DESCRIPTION
 JF0672
 JF0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0672'AT HORNERS.
 JF0672'ON THE SANTA FE R.R. ONE TENTH OF A MILE WEST OF STATION BOARD,
 JF0672'2 1/2 RAILS WEST OF ROAD CROSSING AND 50 FEET SOUTH OF THE SOUTH
 JF0672'TRACK, 400 YARDS SOUTHEAST OF T.B. TOWNSENDS RANCH HOUSE.
 JF0672
 JF0672                          STATION RECOVERY (1941)
 JF0672
 JF0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JF0672'RECOVERED IN GOOD CONDITION.
 JF0672
 JF0672                          STATION RECOVERY (1989)
 JF0672
 JF0672'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRL)
 JF0672'MARK RECOVERED IN POOR CONDITION.
 JF0672
 JF0672                          STATION RECOVERY (1989)
 JF0672
 JF0672'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 JF0672'THIS BENCH MARK WAS RECOVERED AND FOUND TO BE IN POOR CONDITION THIS
 JF0672'DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0412 ***********************************************************************
 JF0412  DESIGNATION -  E 215
 JF0412  PID         -  JF0412
 JF0412  STATE/COUNTY-  KS/MORRIS
 JF0412  USGS QUAD   -  DELAVAN (1972)
 JF0412
 JF0412                         *CURRENT SURVEY CONTROL
 JF0412  ___________________________________________________________________
 JF0412* NAD 83(1986)-  38 44 43.     (N)    096 48 59.     (W)     SCALED    
 JF0412* NAVD 88     -       436.206  (meters)    1431.12   (feet)  ADJUSTED  
 JF0412  ___________________________________________________________________
 JF0412  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 JF0412  DYNAMIC HT  -         435.901 (meters)    1430.12  (feet)  COMP
 JF0412  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 JF0412
 JF0412  VERT ORDER  -  SECOND    CLASS 0
 JF0412
 JF0412.The horizontal coordinates were scaled from a topographic map and have
 JF0412.an estimated accuracy of +/- 6 seconds.
 JF0412
 JF0412.The orthometric height was determined by differential leveling
 JF0412.and adjusted by the National Geodetic Survey in June 1991..
 JF0412
 JF0412.The geoid height was determined by GEOID03.
 JF0412
 JF0412.The dynamic height is computed by dividing the NAVD 88
 JF0412.geopotential number by the normal gravity value computed on the
 JF0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0412.degrees latitude (g = 980.6199 gals.).
 JF0412
 JF0412.The modeled gravity was interpolated from observed gravity values.
 JF0412
 JF0412;                    North         East    Units  Estimated Accuracy
 JF0412;SPC KS N     -    46,400.      502,900.      MT  (+/- 180 meters Scaled)
 JF0412
 JF0412                          SUPERSEDED SURVEY CONTROL
 JF0412
 JF0412  NGVD 29 (??/??/92)  436.055  (m)         1430.62   (f) ADJ UNCH    2 0
 JF0412
 JF0412.Superseded values are not recommended for survey control.
 JF0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0412.See file dsdata.txt to determine how the superseded data were derived.
 JF0412
 JF0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH897907(NAD 83)
 JF0412_MARKER: DB = BENCH MARK DISK
 JF0412_SETTING: 0 = UNSPECIFIED SETTING
 JF0412_STAMPING: E 215 1934
 JF0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0412
 JF0412  HISTORY     - Date     Condition        Report By
 JF0412  HISTORY     - 1934     MONUMENTED       CGS
 JF0412  HISTORY     - 1968     GOOD             NGS
 JF0412
 JF0412                          STATION DESCRIPTION
 JF0412
 JF0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JF0412'2 MI NE FROM LATIMER.
 JF0412'ABOUT 2.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 JF0412'PACIFIC RAILROAD FROM THE STATION AT LATIMER, 3 POLES SOUTHWEST
 JF0412'OF MILEPOST 162, 100 FEET SOUTH OF THE CENTER OF THE TRACK,
 JF0412'34 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 11 FEET
 JF0412'SOUTHWEST OF THE NORTHEAST BRACE POST, 1.5 FEET NORTH OF A
 JF0412'RIGHT-OF-WAY FENCE POST, AND 1 FOOT NORTHEAST OF A METAL WITNESS
 JF0412'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0029 ***********************************************************************
 HF0029  DESIGNATION -  E 216
 HF0029  PID         -  HF0029
 HF0029  STATE/COUNTY-  KS/ELK
 HF0029  USGS QUAD   -  SEVERY SOUTH (1975)
 HF0029
 HF0029                         *CURRENT SURVEY CONTROL
 HF0029  ___________________________________________________________________
 HF0029* NAD 83(1986)-  37 35 29.     (N)    096 13 14.     (W)     SCALED    
 HF0029* NAVD 88     -       333.925  (meters)    1095.55   (feet)  ADJUSTED  
 HF0029  ___________________________________________________________________
 HF0029  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 HF0029  DYNAMIC HT  -         333.657 (meters)    1094.67  (feet)  COMP
 HF0029  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 HF0029
 HF0029  VERT ORDER  -  SECOND    CLASS 0
 HF0029
 HF0029.The horizontal coordinates were scaled from a topographic map and have
 HF0029.an estimated accuracy of +/- 6 seconds.
 HF0029
 HF0029.The orthometric height was determined by differential leveling
 HF0029.and adjusted by the National Geodetic Survey in June 1991..
 HF0029
 HF0029.The geoid height was determined by GEOID03.
 HF0029
 HF0029.The dynamic height is computed by dividing the NAVD 88
 HF0029.geopotential number by the normal gravity value computed on the
 HF0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0029.degrees latitude (g = 980.6199 gals.).
 HF0029
 HF0029.The modeled gravity was interpolated from observed gravity values.
 HF0029
 HF0029;                    North         East    Units  Estimated Accuracy
 HF0029;SPC KS S     -   505,090.      601,290.      MT  (+/- 180 meters Scaled)
 HF0029
 HF0029                          SUPERSEDED SURVEY CONTROL
 HF0029
 HF0029  NGVD 29 (??/??/92)  333.768  (m)         1095.04   (f) ADJ UNCH    2 0
 HF0029
 HF0029.Superseded values are not recommended for survey control.
 HF0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0029.See file dsdata.txt to determine how the superseded data were derived.
 HF0029
 HF0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG454641(NAD 83)
 HF0029_MARKER: DB = BENCH MARK DISK
 HF0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0029_STAMPING: E 216 1935
 HF0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0029+STABILITY: SURFACE MOTION
 HF0029
 HF0029  HISTORY     - Date     Condition        Report By
 HF0029  HISTORY     - 1935     MONUMENTED       CGS
 HF0029
 HF0029                          STATION DESCRIPTION
 HF0029
 HF0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0029'2.1 MI S FROM SEVERY.
 HF0029'IN ELK COUNTY, 2.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND
 HF0029'SANTA FE RAILWAY FROM SEVERY, GREENWOOD COUNTY, 1-1/2 POLES
 HF0029'SOUTH OF MILEPOST 65, AT A COUNTY-ROAD CROSSING, 48 FEET WEST OF
 HF0029'THE CENTERLINE OF THE TRACK, 40 FEET SOUTH OF THE ROAD, AND 10
 HF0029'FEET SOUTH OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 HF0029'STAMPED E 216 1935 AND SET IN THE TOP OF A CONCRETE POST
 HF0029'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0182 ***********************************************************************
 JF0182  DESIGNATION -  E 217
 JF0182  PID         -  JF0182
 JF0182  STATE/COUNTY-  KS/GREENWOOD
 JF0182  USGS QUAD   -  LAMONT (1967)
 JF0182
 JF0182                         *CURRENT SURVEY CONTROL
 JF0182  ___________________________________________________________________
 JF0182* NAD 83(1986)-  38 04 13.     (N)    096 06 22.     (W)     SCALED    
 JF0182* NAVD 88     -       340.046  (meters)    1115.63   (feet)  ADJUSTED  
 JF0182  ___________________________________________________________________
 JF0182  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF0182  DYNAMIC HT  -         339.793 (meters)    1114.80  (feet)  COMP
 JF0182  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 JF0182
 JF0182  VERT ORDER  -  SECOND    CLASS 0
 JF0182
 JF0182.The horizontal coordinates were scaled from a topographic map and have
 JF0182.an estimated accuracy of +/- 6 seconds.
 JF0182
 JF0182.The orthometric height was determined by differential leveling
 JF0182.and adjusted by the National Geodetic Survey in June 1991..
 JF0182
 JF0182.The geoid height was determined by GEOID03.
 JF0182
 JF0182.The dynamic height is computed by dividing the NAVD 88
 JF0182.geopotential number by the normal gravity value computed on the
 JF0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0182.degrees latitude (g = 980.6199 gals.).
 JF0182
 JF0182.The modeled gravity was interpolated from observed gravity values.
 JF0182
 JF0182;                    North         East    Units  Estimated Accuracy
 JF0182;SPC KS S     -   558,480.      610,030.      MT  (+/- 180 meters Scaled)
 JF0182
 JF0182                          SUPERSEDED SURVEY CONTROL
 JF0182
 JF0182  NGVD 29 (??/??/92)  339.906  (m)         1115.17   (f) ADJ UNCH    2 0
 JF0182
 JF0182.Superseded values are not recommended for survey control.
 JF0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0182.See file dsdata.txt to determine how the superseded data were derived.
 JF0182
 JF0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH538175(NAD 83)
 JF0182_MARKER: DB = BENCH MARK DISK
 JF0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0182_STAMPING: E 217 1935
 JF0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0182+STABILITY: SURFACE MOTION
 JF0182
 JF0182  HISTORY     - Date     Condition        Report By
 JF0182  HISTORY     - 1935     MONUMENTED       CGS
 JF0182  HISTORY     - 1943     GOOD             NGS
 JF0182  HISTORY     - 1976     GOOD             NGS
 JF0182
 JF0182                          STATION DESCRIPTION
 JF0182
 JF0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JF0182'1 MI N FROM BISBEE.
 JF0182'1.0 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0182'FROM BISBEE, GREENWOOD COUNTY, 7-1/2 POLES NORTH OF MILEPOST 25,
 JF0182'AT A COUNTY-ROAD CROSSING, AND 48 FEET WEST OF THE CENTERLINE
 JF0182'OF THE TRACK, 25 FEET SOUTH OF THE ROAD, AND 6 FEET SOUTH OF A
 JF0182'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED E 217 1935
 JF0182'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 JF0182'ABOVE GROUND.
 JF0182
 JF0182                          STATION RECOVERY (1976)
 JF0182
 JF0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0058 ***********************************************************************
 HH0058  DESIGNATION -  E 22
 HH0058  PID         -  HH0058
 HH0058  STATE/COUNTY-  KS/MEADE
 HH0058  USGS QUAD   -  MISSLER (1963)
 HH0058
 HH0058                         *CURRENT SURVEY CONTROL
 HH0058  ___________________________________________________________________
 HH0058* NAD 83(1986)-  37 18 22.     (N)    100 23 29.     (W)     SCALED    
 HH0058* NAVD 88     -       799.880  (meters)    2624.27   (feet)  ADJUSTED  
 HH0058  ___________________________________________________________________
 HH0058  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 HH0058  DYNAMIC HT  -         799.138 (meters)    2621.84  (feet)  COMP
 HH0058  MODELED GRAV-     979,676.9   (mgal)                       NAVD 88
 HH0058
 HH0058  VERT ORDER  -  SECOND    CLASS 0
 HH0058
 HH0058.The horizontal coordinates were scaled from a topographic map and have
 HH0058.an estimated accuracy of +/- 6 seconds.
 HH0058
 HH0058.The orthometric height was determined by differential leveling
 HH0058.and adjusted by the National Geodetic Survey in June 1991..
 HH0058
 HH0058.The geoid height was determined by GEOID03.
 HH0058
 HH0058.The dynamic height is computed by dividing the NAVD 88
 HH0058.geopotential number by the normal gravity value computed on the
 HH0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0058.degrees latitude (g = 980.6199 gals.).
 HH0058
 HH0058.The modeled gravity was interpolated from observed gravity values.
 HH0058
 HH0058;                    North         East    Units  Estimated Accuracy
 HH0058;SPC KS S     -   472,670.      232,330.      MT  (+/- 180 meters Scaled)
 HH0058
 HH0058                          SUPERSEDED SURVEY CONTROL
 HH0058
 HH0058  NGVD 29 (??/??/92)  799.539  (m)         2623.15   (f) ADJ UNCH    2 0
 HH0058
 HH0058.Superseded values are not recommended for survey control.
 HH0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0058.See file dsdata.txt to determine how the superseded data were derived.
 HH0058
 HH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG766297(NAD 83)
 HH0058_MARKER: DB = BENCH MARK DISK
 HH0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0058_STAMPING: E 22 1933
 HH0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0058+STABILITY: SURFACE MOTION
 HH0058
 HH0058  HISTORY     - Date     Condition        Report By
 HH0058  HISTORY     - 1933     MONUMENTED       CGS
 HH0058
 HH0058                          STATION DESCRIPTION
 HH0058
 HH0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0058'3 MI SW FROM MEADE.
 HH0058'ABOUT 3.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0058'PACIFIC RAILWAY FROM THE STATION AT MEADE, MEADE COUNTY, ABOUT 1
 HH0058'POLE SOUTH OF MILEPOST 394, AT THE SOUTHEAST END OF A LONG FILL,
 HH0058'48 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 2 FEET
 HH0058'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 HH0058'E 22 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0995 ***********************************************************************
 JE0995  DESIGNATION -  E 221
 JE0995  PID         -  JE0995
 JE0995  STATE/COUNTY-  KS/FRANKLIN
 JE0995  USGS QUAD   -  PEORIA (1983)
 JE0995
 JE0995                         *CURRENT SURVEY CONTROL
 JE0995  ___________________________________________________________________
 JE0995* NAD 83(1986)-  38 36 13.     (N)    095 12 41.     (W)     SCALED    
 JE0995* NAVD 88     -       273.536  (meters)     897.43   (feet)  ADJUSTED  
 JE0995  ___________________________________________________________________
 JE0995  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JE0995  DYNAMIC HT  -         273.347 (meters)     896.81  (feet)  COMP
 JE0995  MODELED GRAV-     979,929.9   (mgal)                       NAVD 88
 JE0995
 JE0995  VERT ORDER  -  SECOND    CLASS 0
 JE0995
 JE0995.The horizontal coordinates were scaled from a topographic map and have
 JE0995.an estimated accuracy of +/- 6 seconds.
 JE0995
 JE0995.The orthometric height was determined by differential leveling
 JE0995.and adjusted by the National Geodetic Survey in June 1991..
 JE0995
 JE0995.The geoid height was determined by GEOID03.
 JE0995
 JE0995.The dynamic height is computed by dividing the NAVD 88
 JE0995.geopotential number by the normal gravity value computed on the
 JE0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0995.degrees latitude (g = 980.6199 gals.).
 JE0995
 JE0995.The modeled gravity was interpolated from observed gravity values.
 JE0995
 JE0995;                    North         East    Units  Estimated Accuracy
 JE0995;SPC KS S     -   620,030.      686,410.      MT  (+/- 180 meters Scaled)
 JE0995
 JE0995                          SUPERSEDED SURVEY CONTROL
 JE0995
 JE0995  NGVD 29 (??/??/92)  273.410  (m)          897.01   (f) ADJ UNCH    2 0
 JE0995
 JE0995.Superseded values are not recommended for survey control.
 JE0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0995.See file dsdata.txt to determine how the superseded data were derived.
 JE0995
 JE0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC074751(NAD 83)
 JE0995_MARKER: DB = BENCH MARK DISK
 JE0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0995_STAMPING: E 221 1934
 JE0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0995+STABILITY: SURFACE MOTION
 JE0995
 JE0995  HISTORY     - Date     Condition        Report By
 JE0995  HISTORY     - 1934     MONUMENTED       CGS
 JE0995  HISTORY     - 1951     GOOD             NGS
 JE0995
 JE0995                          STATION DESCRIPTION
 JE0995
 JE0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0995'3.6 MI SE FROM OTTAWA.
 JE0995'3.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0995'THE STATION AT OTTAWA, FRANKLIN COUNTY, 25 FEET NORTHWEST OF
 JE0995'POLE 350/24, AT A FARM-ROAD CROSSING, 45 FEET EAST OF THE
 JE0995'CENTERLINE OF THE ROAD, 46 FEET NORTH OF THE CENTERLINE OF
 JE0995'THE TRACK, AND 3 FEET EAST OF A WHITE WOODEN WITNESS POST.
 JE0995'A STANDARD DISK, STAMPED E 221 1934 AND SET IN THE TOP OF A
 JE0995'CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0846 ***********************************************************************
 JE0846  DESIGNATION -  E 222 RESET
 JE0846  PID         -  JE0846
 JE0846  STATE/COUNTY-  KS/JOHNSON
 JE0846  USGS QUAD   -  OLATHE (1991)
 JE0846
 JE0846                         *CURRENT SURVEY CONTROL
 JE0846  ___________________________________________________________________
 JE0846* NAD 83(1986)-  38 52 57.     (N)    094 49 13.     (W)     SCALED    
 JE0846* NAVD 88     -       316.20   (meters)    1037.4    (feet)  RESET     
 JE0846  ___________________________________________________________________
 JE0846  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0846
 JE0846  VERT ORDER  -  THIRD
 JE0846
 JE0846.The horizontal coordinates were scaled from a topographic map and have
 JE0846.an estimated accuracy of +/- 6 seconds.
 JE0846
 JE0846.The orthometric height was computed from unverified reset data.
 JE0846.No vertical observational check was made to the station.
 JE0846
 JE0846.The geoid height was determined by GEOID03.
 JE0846
 JE0846;                    North         East    Units  Estimated Accuracy
 JE0846;SPC KS N     -    65,810.      675,840.      MT  (+/- 180 meters Scaled)
 JE0846
 JE0846                          SUPERSEDED SURVEY CONTROL
 JE0846
 JE0846  NGVD 29 (??/??/??)  316.08   (m)         1037.0    (f) RESET       3  
 JE0846
 JE0846.Superseded values are not recommended for survey control.
 JE0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0846.See file dsdata.txt to determine how the superseded data were derived.
 JE0846
 JE0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD421053(NAD 83)
 JE0846_MARKER: DB = BENCH MARK DISK
 JE0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0846_SP_SET: CONCRETE
 JE0846_STAMPING: E 222 1934 RESET 1952
 JE0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0846
 JE0846  HISTORY     - Date     Condition        Report By
 JE0846  HISTORY     - 1952     MONUMENTED       CGS
 JE0846  HISTORY     - 1969     GOOD             KSWRB
 JE0846  HISTORY     - 1976     GOOD             NGS
 JE0846  HISTORY     - 20060422 MARK NOT FOUND   GEOCAC
 JE0846
 JE0846                          STATION DESCRIPTION
 JE0846
 JE0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JE0846'AT OLATHE.
 JE0846'AT OLATHE, AT THE SOUTH ENTRANCE OF THE NEW JOHNSON COUNTY
 JE0846'COURTHOUSE, AT THE BASE OF THE SOUTH END OF A BRICK COPING WALL
 JE0846'ON THE EAST SIDE OF THE ENTRANCE STEPS, AND AT THE EAST END OF THE
 JE0846'BOTTOM STEP.  A STANDARD DISK SET IN CONCRETE.
 JE0846
 JE0846                          STATION RECOVERY (1969)
 JE0846
 JE0846'RECOVERY NOTE BY KANSAS WATER RESOURCES BOARD 1969
 JE0846'RECOVERED IN GOOD CONDITION.
 JE0846
 JE0846                          STATION RECOVERY (1976)
 JE0846
 JE0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JE0846'RECOVERED IN GOOD CONDITION.
 JE0846
 JE0846                          STATION RECOVERY (2006)
 JE0846
 JE0846'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0107 ***********************************************************************
 JF0107  DESIGNATION -  E 223
 JF0107  PID         -  JF0107
 JF0107  STATE/COUNTY-  KS/MORRIS
 JF0107  USGS QUAD   -  AMERICUS (1972)
 JF0107
 JF0107                         *CURRENT SURVEY CONTROL
 JF0107  ___________________________________________________________________
 JF0107* NAD 83(1986)-  38 33 54.     (N)    096 20 58.     (W)     SCALED    
 JF0107* NAVD 88     -       358.252  (meters)    1175.37   (feet)  ADJUSTED  
 JF0107  ___________________________________________________________________
 JF0107  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 JF0107  DYNAMIC HT  -         357.997 (meters)    1174.53  (feet)  COMP
 JF0107  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 JF0107
 JF0107  VERT ORDER  -  SECOND    CLASS 0
 JF0107
 JF0107.The horizontal coordinates were scaled from a topographic map and have
 JF0107.an estimated accuracy of +/- 6 seconds.
 JF0107
 JF0107.The orthometric height was determined by differential leveling
 JF0107.and adjusted by the National Geodetic Survey in June 1991..
 JF0107
 JF0107.The geoid height was determined by GEOID03.
 JF0107
 JF0107.The dynamic height is computed by dividing the NAVD 88
 JF0107.geopotential number by the normal gravity value computed on the
 JF0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0107.degrees latitude (g = 980.6199 gals.).
 JF0107
 JF0107.The modeled gravity was interpolated from observed gravity values.
 JF0107
 JF0107;                    North         East    Units  Estimated Accuracy
 JF0107;SPC KS N     -    27,030.      543,850.      MT  (+/- 180 meters Scaled)
 JF0107
 JF0107                          SUPERSEDED SURVEY CONTROL
 JF0107
 JF0107  NGVD 29 (??/??/92)  358.114  (m)         1174.91   (f) ADJ UNCH    2 0
 JF0107
 JF0107.Superseded values are not recommended for survey control.
 JF0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0107.See file dsdata.txt to determine how the superseded data were derived.
 JF0107
 JF0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH309718(NAD 83)
 JF0107_MARKER: DB = BENCH MARK DISK
 JF0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0107+STABILITY: SURFACE MOTION
 JF0107
 JF0107  HISTORY     - Date     Condition        Report By
 JF0107  HISTORY     - UNK      MONUMENTED       CGS
 JF0107  HISTORY     - 1935     GOOD             NGS
 JF0107
 JF0107                          STATION DESCRIPTION
 JF0107
 JF0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0107'1.2 MI SE FROM DUNLAP.
 JF0107'1.2 MILES S.E. OF DUNLAP STATION ALONG M.K.T. RR. 1/2 MILE N.
 JF0107'OF MP 110.  MARK IS AT FENCE, 15 YDS. W. OF CENTER LINE OF
 JF0107'TRACK AND 15 YDS. S. OF CENTER LINE OF CROSSING.  NOTE-- OLD
 JF0107'RAILROAD HAS BEEN ABANDONED.  A METAL WITNESS POST WAS SET
 JF0107'1 FOOT SOUTHEAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0579 ***********************************************************************
 HG0579  DESIGNATION -  E 23
 HG0579  PID         -  HG0579
 HG0579  STATE/COUNTY-  KS/FORD
 HG0579  USGS QUAD   -  KINGSDOWN (1969)
 HG0579
 HG0579                         *CURRENT SURVEY CONTROL
 HG0579  ___________________________________________________________________
 HG0579* NAD 83(1997)-  37 30 11.36365(N)    099 51 02.08840(W)     ADJUSTED  
 HG0579* NAVD 88     -       791.557  (meters)    2596.97   (feet)  ADJUSTED  
 HG0579  ___________________________________________________________________
 HG0579  X           -    -866,824.518 (meters)                     COMP
 HG0579  Y           -  -4,992,099.823 (meters)                     COMP
 HG0579  Z           -   3,862,307.753 (meters)                     COMP
 HG0579  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 HG0579  ELLIP HEIGHT-         764.97  (meters)          (10/02/98) GPS OBS
 HG0579  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 HG0579  DYNAMIC HT  -         790.853 (meters)    2594.66  (feet)  COMP
 HG0579  MODELED GRAV-     979,714.0   (mgal)                       NAVD 88
 HG0579
 HG0579  HORZ ORDER  -  THIRD
 HG0579  VERT ORDER  -  SECOND    CLASS 0
 HG0579  ELLP ORDER  -  FOURTH    CLASS I
 HG0579
 HG0579.The horizontal coordinates were established by GPS observations
 HG0579.and adjusted by the National Geodetic Survey in October 1998..
 HG0579
 HG0579.The orthometric height was determined by differential leveling
 HG0579.and adjusted by the National Geodetic Survey in June 1991..
 HG0579
 HG0579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG0579
 HG0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0579
 HG0579.The ellipsoidal height was determined by GPS observations
 HG0579.and is referenced to NAD 83.
 HG0579
 HG0579.The geoid height was determined by GEOID03.
 HG0579
 HG0579.The dynamic height is computed by dividing the NAVD 88
 HG0579.geopotential number by the normal gravity value computed on the
 HG0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0579.degrees latitude (g = 980.6199 gals.).
 HG0579
 HG0579.The modeled gravity was interpolated from observed gravity values.
 HG0579
 HG0579;                    North         East     Units Scale Factor Converg.
 HG0579;SPC KS S     -   493,702.501   280,588.105   MT  0.99996192   -0 49 47.9
 HG0579;UTM  14      - 4,151,031.293   424,819.604   MT  0.99966962   -0 31 04.3
 HG0579
 HG0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0579!SPC KS S     -   0.99987997  x   0.99996192  =   0.99984190
 HG0579!UTM  14      -   0.99987997  x   0.99966962  =   0.99954963
 HG0579
 HG0579                          SUPERSEDED SURVEY CONTROL
 HG0579
 HG0579  NAD 83(1997)-  37 30 11.37165(N)    099 51 02.08856(W) AD(       ) 3
 HG0579  NAD 83(1986)-  37 30 11.36384(N)    099 51 02.08819(W) AD(       ) 3
 HG0579  NGVD 29 (??/??/92)  791.223  (m)         2595.87   (f) ADJ UNCH    2 0
 HG0579
 HG0579.Superseded values are not recommended for survey control.
 HG0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0579.See file dsdata.txt to determine how the superseded data were derived.
 HG0579
 HG0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG2482051031(NAD 83)
 HG0579_MARKER: DB = BENCH MARK DISK
 HG0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0579_SP_SET: CULVERT
 HG0579_STAMPING: E 23 1933
 HG0579_MARK LOGO: CGS   
 HG0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0579+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1991
 HG0579
 HG0579  HISTORY     - Date     Condition        Report By
 HG0579  HISTORY     - 1933     MONUMENTED       CGS
 HG0579  HISTORY     - 19910407 GOOD             NGS
 HG0579
 HG0579                          STATION DESCRIPTION
 HG0579
 HG0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0579'2.6 MI E FROM BLOOM.
 HG0579'ABOUT 2.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0579'RAILWAY FROM THE STATION AT BLOOM, FORD COUNTY, ABOUT 6 POLES
 HG0579'SOUTHWEST OF MILEPOST 360, AT A ROAD CROSSING, 40 FEET SOUTH OF
 HG0579'THE CENTER LINE OF THE TRACK, AND IN THE TOP OF THE NORTH
 HG0579'SIDE OF THE WEST CONCRETE HEAD WALL OF A CONCRETE BOX ROAD
 HG0579'CULVERT.  A STANDARD DISK, STAMPED E 23 1933.
 HG0579
 HG0579                          STATION RECOVERY (1991)
 HG0579
 HG0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HG0579'STATION IS LOCATED ABOUT 18 MI (29.0 KM) SOUTH-SOUTHEAST OF DODGE
 HG0579'CITY, 12 MI (19.3 KM) WEST OF BUCKLIN, 0.3 MI (0.5 KM) SOUTH OF BLOOM
 HG0579'MICROWAVE MAST, 31 MI (49.9 KM) WEST OF GREENSBURG, 11 MI (17.7 KM)
 HG0579'EAST-NORTHEAST OF MINNEOLA, NEAR THE JUNCTION OF A DIRT SECTION LINE
 HG0579'ROAD CROSSING OF THE SANTA FE RAILROAD AND U.S. HIGHWAY 54.
 HG0579'OWNERSHIP-KANSAS DEPARTMENT OF TRANSPORTATION.
 HG0579'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND U.S.
 HG0579'HIGHWAY 54 IN MINNEOLA, GO EAST ALONG U.S. HIGHWAY 54 FOR 10.35 MI
 HG0579'(16.66 KM) (3.8 MI EAST OF MILE MARKER NUMBER 72) TO A DIRT ROAD ON
 HG0579'THE LEFT LEADING NORTH OVER THE SANTA FE RAILROAD. TURN LEFT, NORTH,
 HG0579'ALONG DIRT ROAD FOR 152 FT (46.3 M) TO THE STATION ON THE LEFT.
 HG0579'STATION IS SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 HG0579'HEADWALL OF A SMALL BRIDGE CULVERT UNDER THE SECTION LINE ROAD, 152.0
 HG0579'FT (46.3 M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 54, 87.0 FT
 HG0579'(26.5 M) NORTH OF A POWERLINE POLE, 33.0 FT (10.1 M) SOUTH OF THE
 HG0579'SOUTH RAIL OF THE SANTA FE RAILROAD, 16.0 FT (4.9 M) WEST OF THE
 HG0579'CENTER OF THE SECTION LINE ROAD, AND 0.5 FT (0.2 M) EAST OF A
 HG0579'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1300 ***********************************************************************
 JE1300  DESIGNATION -  E 230
 JE1300  PID         -  JE1300
 JE1300  STATE/COUNTY-  KS/OSAGE
 JE1300  USGS QUAD   -  LYNDON NW (1965)
 JE1300
 JE1300                         *CURRENT SURVEY CONTROL
 JE1300  ___________________________________________________________________
 JE1300* NAD 83(1986)-  38 38 30.     (N)    095 42 37.     (W)     SCALED    
 JE1300* NAVD 88     -       340.800  (meters)    1118.11   (feet)  ADJUSTED  
 JE1300  ___________________________________________________________________
 JE1300  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JE1300  DYNAMIC HT  -         340.562 (meters)    1117.33  (feet)  COMP
 JE1300  MODELED GRAV-     979,919.7   (mgal)                       NAVD 88
 JE1300
 JE1300  VERT ORDER  -  SECOND    CLASS 0
 JE1300
 JE1300.The horizontal coordinates were scaled from a topographic map and have
 JE1300.an estimated accuracy of +/- 6 seconds.
 JE1300
 JE1300.The orthometric height was determined by differential leveling
 JE1300.and adjusted by the National Geodetic Survey in June 1991..
 JE1300
 JE1300.The geoid height was determined by GEOID03.
 JE1300
 JE1300.The dynamic height is computed by dividing the NAVD 88
 JE1300.geopotential number by the normal gravity value computed on the
 JE1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1300.degrees latitude (g = 980.6199 gals.).
 JE1300
 JE1300.The modeled gravity was interpolated from observed gravity values.
 JE1300
 JE1300;                    North         East    Units  Estimated Accuracy
 JE1300;SPC KS S     -   622,840.      642,850.      MT  (+/- 180 meters Scaled)
 JE1300
 JE1300                          SUPERSEDED SURVEY CONTROL
 JE1300
 JE1300  NGVD 29 (??/??/92)  340.655  (m)         1117.63   (f) ADJ UNCH    2 0
 JE1300
 JE1300.Superseded values are not recommended for survey control.
 JE1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1300.See file dsdata.txt to determine how the superseded data were derived.
 JE1300
 JE1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC641804(NAD 83)
 JE1300_MARKER: DB = BENCH MARK DISK
 JE1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1300+STABILITY: SURFACE MOTION
 JE1300
 JE1300  HISTORY     - Date     Condition        Report By
 JE1300  HISTORY     - UNK      MONUMENTED       CGS
 JE1300  HISTORY     - 1935     GOOD             NGS
 JE1300  HISTORY     - 1951     MARK NOT FOUND   NGS
 JE1300
 JE1300                          STATION DESCRIPTION
 JE1300
 JE1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1300'1.4 MI W FROM LYNDON.
 JE1300'1.4 MILES W. OF LYNDON STATION ALONG MO. PAC. RR. AT MP 380/03.
 JE1300'MARK IS 3 YDS. N. OF CENTER LINE OF TRACK AND 8 YDS. E. OF CENTER
 JE1300'LINE OF CROSSING.
 JE1300
 JE1300                          STATION RECOVERY (1951)
 JE1300
 JE1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0011 ***********************************************************************
 JF0011  DESIGNATION -  E 231
 JF0011  PID         -  JF0011
 JF0011  STATE/COUNTY-  KS/WABAUNSEE
 JF0011  USGS QUAD   -  ESKRIDGE (1983)
 JF0011
 JF0011                         *CURRENT SURVEY CONTROL
 JF0011  ___________________________________________________________________
 JF0011* NAD 83(1986)-  38 50 05.     (N)    096 03 34.     (W)     SCALED    
 JF0011* NAVD 88     -       380.368  (meters)    1247.92   (feet)  ADJUSTED  
 JF0011  ___________________________________________________________________
 JF0011  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JF0011  DYNAMIC HT  -         380.105 (meters)    1247.06  (feet)  COMP
 JF0011  MODELED GRAV-     979,923.8   (mgal)                       NAVD 88
 JF0011
 JF0011  VERT ORDER  -  SECOND    CLASS 0
 JF0011
 JF0011.The horizontal coordinates were scaled from a topographic map and have
 JF0011.an estimated accuracy of +/- 6 seconds.
 JF0011
 JF0011.The orthometric height was determined by differential leveling
 JF0011.and adjusted by the National Geodetic Survey in June 1991..
 JF0011
 JF0011.The geoid height was determined by GEOID03.
 JF0011
 JF0011.The dynamic height is computed by dividing the NAVD 88
 JF0011.geopotential number by the normal gravity value computed on the
 JF0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0011.degrees latitude (g = 980.6199 gals.).
 JF0011
 JF0011.The modeled gravity was interpolated from observed gravity values.
 JF0011
 JF0011;                    North         East    Units  Estimated Accuracy
 JF0011;SPC KS N     -    57,470.      568,480.      MT  (+/- 180 meters Scaled)
 JF0011
 JF0011                          SUPERSEDED SURVEY CONTROL
 JF0011
 JF0011  NGVD 29 (??/??/92)  380.216  (m)         1247.43   (f) ADJ UNCH    2 0
 JF0011
 JF0011.Superseded values are not recommended for survey control.
 JF0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0011.See file dsdata.txt to determine how the superseded data were derived.
 JF0011
 JF0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ552025(NAD 83)
 JF0011_MARKER: DB = BENCH MARK DISK
 JF0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0011+STABILITY: SURFACE MOTION
 JF0011
 JF0011  HISTORY     - Date     Condition        Report By
 JF0011  HISTORY     - UNK      MONUMENTED       CGS
 JF0011  HISTORY     - 1934     GOOD             NGS
 JF0011  HISTORY     - 1968     GOOD             NGS
 JF0011
 JF0011                          STATION DESCRIPTION
 JF0011
 JF0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0011'3.2 MI SE FROM ESKRIDGE.
 JF0011'ALONG A.T. AND S.F. R.R., 0.2 MILE SE. OF MP 15.  MARK IS 9 YDS.
 JF0011'N. OF CENTERLINE OF TRACK, 1 YD. S. OF TELEGRAPH POLE, 200 YDS.
 JF0011'W. OF FARM CROSSING AND 95 YDS. E. OF CULVERT 14-F.
 JF0011
 JF0011                          STATION RECOVERY (1968)
 JF0011
 JF0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1289 ***********************************************************************
 JE1289  DESIGNATION -  E 232
 JE1289  PID         -  JE1289
 JE1289  STATE/COUNTY-  KS/OSAGE
 JE1289  USGS QUAD   -  OSAGE CITY (1971)
 JE1289
 JE1289                         *CURRENT SURVEY CONTROL
 JE1289  ___________________________________________________________________
 JE1289* NAD 83(1986)-  38 38 01.     (N)    095 49 33.     (W)     SCALED    
 JE1289* NAVD 88     -       330.905  (meters)    1085.64   (feet)  ADJUSTED  
 JE1289  ___________________________________________________________________
 JE1289  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JE1289  DYNAMIC HT  -         330.672 (meters)    1084.88  (feet)  COMP
 JE1289  MODELED GRAV-     979,916.4   (mgal)                       NAVD 88
 JE1289
 JE1289  VERT ORDER  -  SECOND    CLASS 0
 JE1289
 JE1289.The horizontal coordinates were scaled from a topographic map and have
 JE1289.an estimated accuracy of +/- 6 seconds.
 JE1289
 JE1289.The orthometric height was determined by differential leveling
 JE1289.and adjusted by the National Geodetic Survey in June 1991..
 JE1289
 JE1289.The geoid height was determined by GEOID03.
 JE1289
 JE1289.The dynamic height is computed by dividing the NAVD 88
 JE1289.geopotential number by the normal gravity value computed on the
 JE1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1289.degrees latitude (g = 980.6199 gals.).
 JE1289
 JE1289.The modeled gravity was interpolated from observed gravity values.
 JE1289
 JE1289;                    North         East    Units  Estimated Accuracy
 JE1289;SPC KS S     -   621,650.      632,820.      MT  (+/- 180 meters Scaled)
 JE1289
 JE1289                          SUPERSEDED SURVEY CONTROL
 JE1289
 JE1289  NGVD 29 (??/??/92)  330.760  (m)         1085.17   (f) ADJ UNCH    2 0
 JE1289
 JE1289.Superseded values are not recommended for survey control.
 JE1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1289.See file dsdata.txt to determine how the superseded data were derived.
 JE1289
 JE1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC540799(NAD 83)
 JE1289_MARKER: DB = BENCH MARK DISK
 JE1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1289+STABILITY: SURFACE MOTION
 JE1289
 JE1289  HISTORY     - Date     Condition        Report By
 JE1289  HISTORY     - UNK      MONUMENTED       CGS
 JE1289  HISTORY     - 1934     GOOD             NGS
 JE1289
 JE1289                          STATION DESCRIPTION
 JE1289
 JE1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1289'IN OSAGE CITY.
 JE1289'AT ANGLE OF CONCRETE RETAINING CURB AT S.E. CORNER OF POST
 JE1289'OFFICE LAWN AT N.W. CORNER OF MAIN AND SIXTH STR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0491 ***********************************************************************
 HF0491  DESIGNATION -  E 237
 HF0491  PID         -  HF0491
 HF0491  STATE/COUNTY-  KS/SEDGWICK
 HF0491  USGS QUAD   -  DERBY (1982)
 HF0491
 HF0491                         *CURRENT SURVEY CONTROL
 HF0491  ___________________________________________________________________
 HF0491* NAD 83(1986)-  37 36 03.     (N)    097 20 31.     (W)     SCALED    
 HF0491* NAVD 88     -       388.693  (meters)    1275.24   (feet)  ADJUSTED  
 HF0491  ___________________________________________________________________
 HF0491  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 HF0491  DYNAMIC HT  -         388.386 (meters)    1274.23  (feet)  COMP
 HF0491  MODELED GRAV-     979,829.1   (mgal)                       NAVD 88
 HF0491
 HF0491  VERT ORDER  -  SECOND    CLASS 0
 HF0491
 HF0491.The horizontal coordinates were scaled from a topographic map and have
 HF0491.an estimated accuracy of +/- 6 seconds.
 HF0491
 HF0491.The orthometric height was determined by differential leveling
 HF0491.and adjusted by the National Geodetic Survey in June 1991..
 HF0491
 HF0491.The geoid height was determined by GEOID03.
 HF0491
 HF0491.The dynamic height is computed by dividing the NAVD 88
 HF0491.geopotential number by the normal gravity value computed on the
 HF0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0491.degrees latitude (g = 980.6199 gals.).
 HF0491
 HF0491.The modeled gravity was interpolated from observed gravity values.
 HF0491
 HF0491;                    North         East    Units  Estimated Accuracy
 HF0491;SPC KS S     -   504,310.      502,260.      MT  (+/- 180 meters Scaled)
 HF0491
 HF0491                          SUPERSEDED SURVEY CONTROL
 HF0491
 HF0491  NGVD 29 (??/??/92)  388.553  (m)         1274.78   (f) ADJ UNCH    2 0
 HF0491
 HF0491.Superseded values are not recommended for survey control.
 HF0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0491.See file dsdata.txt to determine how the superseded data were derived.
 HF0491
 HF0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG463628(NAD 83)
 HF0491_MARKER: DB = BENCH MARK DISK
 HF0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0491_STAMPING: E 237 1934
 HF0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0491+STABILITY: SURFACE MOTION
 HF0491
 HF0491  HISTORY     - Date     Condition        Report By
 HF0491  HISTORY     - 1934     MONUMENTED       CGS
 HF0491  HISTORY     - 1961     MARK NOT FOUND   NGS
 HF0491
 HF0491                          STATION DESCRIPTION
 HF0491
 HF0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HF0491'2.6 MI N FROM HAYSVILLE.
 HF0491'2.6 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0491'RAILWAY FROM HAYSVILLE, SEDGWICK COUNTY, AT POLE 250+04-1/2,
 HF0491'30 FEET NORTH OF THE CROSSING OF THE MIDLAND VALLEY RAILROAD,
 HF0491'36 FEET WEST OF THE CENTERLINE OF A SWITCH TRACK, AND 20 FEET
 HF0491'EAST OF THE CENTERLINE OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0491'RAIWLAY TRACK.  A STANDARD DISK, STAMPED E 237 1934 AND SET IN
 HF0491'THE TOP OF A CONCRETE POST.  NOTE-- THERE ARE LARGE PILES OF
 HF0491'TIES NEAR THE AREA, AND THE MARK MAY BE COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0669 ***********************************************************************
 HF0669  DESIGNATION -  E 238
 HF0669  PID         -  HF0669
 HF0669  STATE/COUNTY-  KS/SUMNER
 HF0669  USGS QUAD   -  SOUTH HAVEN (1965)
 HF0669
 HF0669                         *CURRENT SURVEY CONTROL
 HF0669  ___________________________________________________________________
 HF0669* NAD 83(1986)-  37 06 02.     (N)    097 23 31.     (W)     SCALED    
 HF0669* NAVD 88     -       361.496  (meters)    1186.01   (feet)  ADJUSTED  
 HF0669  ___________________________________________________________________
 HF0669  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0669  DYNAMIC HT  -         361.198 (meters)    1185.03  (feet)  COMP
 HF0669  MODELED GRAV-     979,795.9   (mgal)                       NAVD 88
 HF0669
 HF0669  VERT ORDER  -  SECOND    CLASS 0
 HF0669
 HF0669.The horizontal coordinates were scaled from a topographic map and have
 HF0669.an estimated accuracy of +/- 6 seconds.
 HF0669
 HF0669.The orthometric height was determined by differential leveling
 HF0669.and adjusted by the National Geodetic Survey in June 1991..
 HF0669
 HF0669.The geoid height was determined by GEOID03.
 HF0669
 HF0669.The dynamic height is computed by dividing the NAVD 88
 HF0669.geopotential number by the normal gravity value computed on the
 HF0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0669.degrees latitude (g = 980.6199 gals.).
 HF0669
 HF0669.The modeled gravity was interpolated from observed gravity values.
 HF0669
 HF0669;                    North         East    Units  Estimated Accuracy
 HF0669;SPC KS S     -   448,740.      498,500.      MT  (+/- 180 meters Scaled)
 HF0669
 HF0669                          SUPERSEDED SURVEY CONTROL
 HF0669
 HF0669  NGVD 29 (??/??/92)  361.382  (m)         1185.63   (f) ADJ UNCH    2 0
 HF0669
 HF0669.Superseded values are not recommended for survey control.
 HF0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0669.See file dsdata.txt to determine how the superseded data were derived.
 HF0669
 HF0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG428072(NAD 83)
 HF0669_MARKER: DB = BENCH MARK DISK
 HF0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0669_STAMPING: E 238 1934
 HF0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0669+STABILITY: SURFACE MOTION
 HF0669
 HF0669  HISTORY     - Date     Condition        Report By
 HF0669  HISTORY     - 1934     MONUMENTED       CGS
 HF0669
 HF0669                          STATION DESCRIPTION
 HF0669
 HF0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0669'2.6 MI N FROM SOUTH HAVEN.
 HF0669'2.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0669'FROM SOUTH HAVEN, SUMNER COUNTY, AT MILEAGE 11.1, AT A ROAD
 HF0669'CROSSING, 23 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30 FEET
 HF0669'EAST OF THE CENTERLINE OF THE TRACK, AND 14 FEET EAST AND 1 FOOT
 HF0669'SOUTH OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED
 HF0669'E 238 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0717 ***********************************************************************
 HF0717  DESIGNATION -  E 239
 HF0717  PID         -  HF0717
 HF0717  STATE/COUNTY-  KS/SUMNER
 HF0717  USGS QUAD   -  WELLINGTON (1983)
 HF0717
 HF0717                         *CURRENT SURVEY CONTROL
 HF0717  ___________________________________________________________________
 HF0717* NAD 83(1986)-  37 15 53.     (N)    097 27 34.     (W)     SCALED    
 HF0717* NAVD 88     -       384.178  (meters)    1260.42   (feet)  ADJUSTED  
 HF0717  ___________________________________________________________________
 HF0717  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0717  DYNAMIC HT  -         383.865 (meters)    1259.40  (feet)  COMP
 HF0717  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 HF0717
 HF0717  VERT ORDER  -  SECOND    CLASS 0
 HF0717
 HF0717.The horizontal coordinates were scaled from a topographic map and have
 HF0717.an estimated accuracy of +/- 6 seconds.
 HF0717
 HF0717.The orthometric height was determined by differential leveling
 HF0717.and adjusted by the National Geodetic Survey in June 1991..
 HF0717
 HF0717.The geoid height was determined by GEOID03.
 HF0717
 HF0717.The dynamic height is computed by dividing the NAVD 88
 HF0717.geopotential number by the normal gravity value computed on the
 HF0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0717.degrees latitude (g = 980.6199 gals.).
 HF0717
 HF0717.The modeled gravity was interpolated from observed gravity values.
 HF0717
 HF0717;                    North         East    Units  Estimated Accuracy
 HF0717;SPC KS S     -   466,890.      492,300.      MT  (+/- 180 meters Scaled)
 HF0717
 HF0717                          SUPERSEDED SURVEY CONTROL
 HF0717
 HF0717  NGVD 29 (??/??/92)  384.060  (m)         1260.04   (f) ADJ UNCH    2 0
 HF0717
 HF0717.Superseded values are not recommended for survey control.
 HF0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0717.See file dsdata.txt to determine how the superseded data were derived.
 HF0717
 HF0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG366253(NAD 83)
 HF0717_MARKER: DB = BENCH MARK DISK
 HF0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0717_STAMPING: E 239 1934
 HF0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0717+STABILITY: SURFACE MOTION
 HF0717
 HF0717  HISTORY     - Date     Condition        Report By
 HF0717  HISTORY     - 1934     MONUMENTED       CGS
 HF0717  HISTORY     - 1965     MARK NOT FOUND   USGS
 HF0717
 HF0717                          STATION DESCRIPTION
 HF0717
 HF0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0717'4.5 MI E FROM MAYFIELD.
 HF0717'4.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0717'FROM MAYFIELD, SUMNER COUNTY, NEAR MILEAGE 242.45, AT THE BRIDGE
 HF0717'OF U.S. HIGHWAY 160 OVER THE TRACK, 5-1/2 FEET NORTH OF THE
 HF0717'EAST ONE OF TWO PIERS SOUTH OF THE TRACK, AND 18 FEET SOUTH OF THE
 HF0717'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED E 239 1934 AND
 HF0717'SET IN THE TOP OF A CONCRETE POST.
 HF0717
 HF0717                          STATION RECOVERY (1965)
 HF0717
 HF0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HF0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0222 ***********************************************************************
 JF0222  DESIGNATION -  E 240
 JF0222  PID         -  JF0222
 JF0222  STATE/COUNTY-  KS/CHASE
 JF0222  USGS QUAD   -  GLADSTONE (1973)
 JF0222
 JF0222                         *CURRENT SURVEY CONTROL
 JF0222  ___________________________________________________________________
 JF0222* NAD 83(1986)-  38 20 38.     (N)    096 29 39.     (W)     SCALED    
 JF0222* NAVD 88     -       355.434  (meters)    1166.12   (feet)  ADJUSTED  
 JF0222  ___________________________________________________________________
 JF0222  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 JF0222  DYNAMIC HT  -         355.174 (meters)    1165.27  (feet)  COMP
 JF0222  MODELED GRAV-     979,888.4   (mgal)                       NAVD 88
 JF0222
 JF0222  VERT ORDER  -  SECOND    CLASS 0
 JF0222
 JF0222.The horizontal coordinates were scaled from a topographic map and have
 JF0222.an estimated accuracy of +/- 6 seconds.
 JF0222
 JF0222.The orthometric height was determined by differential leveling
 JF0222.and adjusted by the National Geodetic Survey in June 1991..
 JF0222.WARNING-Repeat measurements at this control monument indicate possible
 JF0222.vertical movement.
 JF0222
 JF0222.The geoid height was determined by GEOID03.
 JF0222
 JF0222.The dynamic height is computed by dividing the NAVD 88
 JF0222.geopotential number by the normal gravity value computed on the
 JF0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0222.degrees latitude (g = 980.6199 gals.).
 JF0222
 JF0222.The modeled gravity was interpolated from observed gravity values.
 JF0222
 JF0222;                    North         East    Units  Estimated Accuracy
 JF0222;SPC KS S     -   588,040.      575,330.      MT  (+/- 180 meters Scaled)
 JF0222
 JF0222                          SUPERSEDED SURVEY CONTROL
 JF0222
 JF0222  NGVD 29 (??/??/92)  355.298  (m)         1165.67   (f) ADJ UNCH    2 0
 JF0222
 JF0222.Superseded values are not recommended for survey control.
 JF0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0222.See file dsdata.txt to determine how the superseded data were derived.
 JF0222
 JF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH189469(NAD 83)
 JF0222_MARKER: DB = BENCH MARK DISK
 JF0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0222_STAMPING: E 240 1934
 JF0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0222+STABILITY: SURFACE MOTION
 JF0222
 JF0222  HISTORY     - Date     Condition        Report By
 JF0222  HISTORY     - 1934     MONUMENTED       CGS
 JF0222  HISTORY     - 1940     GOOD             NGS
 JF0222  HISTORY     - 1972     MARK NOT FOUND   USGS
 JF0222
 JF0222                          STATION DESCRIPTION
 JF0222
 JF0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0222'IN GLADSTONE.
 JF0222'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE ATCHISON, TOPEKA
 JF0222'AND SANTA FE RAILROAD.  ON LINE WITH THE NORTH FACE OF THE SMALL
 JF0222'GLADSTONE DEPOT 54 FEET EAST OF THE MOST EASTERLY RAIL.  35 FEET
 JF0222'NORTH OF CENTER LINE OF A PRIVATE ROAD CROSSING THE TRACKS.
 JF0222'4.0 FEET ELOW TOP OF THE RAILS.  3.0 FEET NORTH OF A 4 X 4 INCH
 JF0222'WOODEN POST PAINTED WHITE PROJECTING 3 FEET 1.0 FOOT WEST OF A WIRE
 JF0222'FENCE.  STD. DISK B M IN CONCRETE POST PROJECTING 0.5 FOOT.
 JF0222
 JF0222                          STATION RECOVERY (1972)
 JF0222
 JF0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JF0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0325 ***********************************************************************
 HF0325  DESIGNATION -  E 241
 HF0325  PID         -  HF0325
 HF0325  STATE/COUNTY-  KS/BUTLER
 HF0325  USGS QUAD   -  EL DORADO (1979)
 HF0325
 HF0325                         *CURRENT SURVEY CONTROL
 HF0325  ___________________________________________________________________
 HF0325* NAD 83(1986)-  37 49 02.     (N)    096 50 55.     (W)     SCALED    
 HF0325* NAVD 88     -       394.528  (meters)    1294.38   (feet)  ADJUSTED  
 HF0325  ___________________________________________________________________
 HF0325  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HF0325  DYNAMIC HT  -         394.227 (meters)    1293.39  (feet)  COMP
 HF0325  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 HF0325
 HF0325  VERT ORDER  -  SECOND    CLASS 0
 HF0325
 HF0325.The horizontal coordinates were scaled from a topographic map and have
 HF0325.an estimated accuracy of +/- 6 seconds.
 HF0325
 HF0325.The orthometric height was determined by differential leveling
 HF0325.and adjusted by the National Geodetic Survey in June 1991..
 HF0325
 HF0325.The geoid height was determined by GEOID03.
 HF0325
 HF0325.The dynamic height is computed by dividing the NAVD 88
 HF0325.geopotential number by the normal gravity value computed on the
 HF0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0325.degrees latitude (g = 980.6199 gals.).
 HF0325
 HF0325.The modeled gravity was interpolated from observed gravity values.
 HF0325
 HF0325;                    North         East    Units  Estimated Accuracy
 HF0325;SPC KS S     -   528,980.      545,390.      MT  (+/- 180 meters Scaled)
 HF0325
 HF0325                          SUPERSEDED SURVEY CONTROL
 HF0325
 HF0325  NGVD 29 (??/??/92)  394.390  (m)         1293.93   (f) ADJ UNCH    2 0
 HF0325
 HF0325.Superseded values are not recommended for survey control.
 HF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0325.See file dsdata.txt to determine how the superseded data were derived.
 HF0325
 HF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG893877(NAD 83)
 HF0325_MARKER: DB = BENCH MARK DISK
 HF0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0325_SP_SET: BUILDING
 HF0325_STAMPING: E 241 1934
 HF0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF0325+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 HF0325
 HF0325  HISTORY     - Date     Condition        Report By
 HF0325  HISTORY     - 1934     MONUMENTED       CGS
 HF0325  HISTORY     - 1940     GOOD             NGS
 HF0325  HISTORY     - 20060825 GOOD             INDIV
 HF0325
 HF0325                          STATION DESCRIPTION
 HF0325
 HF0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HF0325'IN ELDORADO.
 HF0325'IN ELDORADO, BENCH MARK IS IN THE CITZENS BANK BUILDING.  IN
 HF0325'THE NORTH WALL AT THE NORTHWEST CORNER OF THE BUILIDNG.  STD.
 HF0325'DISK B M SET FLUSH AND VERTICALLY.  NO 4 X 4 INCH WOODEN
 HF0325'POST SET--MARK ON THE BUILDING.
 HF0325
 HF0325                          STATION RECOVERY (2006)
 HF0325
 HF0325'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0325'BENCHMARK ON WHAT IS NOW THE INTRUST BANK BUILDING.  LOCATED AT THE SE
 HF0325'QUADRANT OF THE INTERSECTION OF MAIN STREET AND CENTRAL AVENUE IN
 HF0325'DOWNTOWN EL DORADO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0225 ***********************************************************************
 HF0225  DESIGNATION -  E 242
 HF0225  PID         -  HF0225
 HF0225  STATE/COUNTY-  KS/COWLEY
 HF0225  USGS QUAD   -  NEW SALEM (1979)
 HF0225
 HF0225                         *CURRENT SURVEY CONTROL
 HF0225  ___________________________________________________________________
 HF0225* NAD 83(1986)-  37 15 56.     (N)    096 58 51.     (W)     SCALED    
 HF0225* NAVD 88     -       348.664  (meters)    1143.91   (feet)  ADJUSTED  
 HF0225  ___________________________________________________________________
 HF0225  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HF0225  DYNAMIC HT  -         348.378 (meters)    1142.97  (feet)  COMP
 HF0225  MODELED GRAV-     979,799.7   (mgal)                       NAVD 88
 HF0225
 HF0225  VERT ORDER  -  SECOND    CLASS 0
 HF0225
 HF0225.The horizontal coordinates were scaled from a topographic map and have
 HF0225.an estimated accuracy of +/- 6 seconds.
 HF0225
 HF0225.The orthometric height was determined by differential leveling
 HF0225.and adjusted by the National Geodetic Survey in June 1991..
 HF0225
 HF0225.The geoid height was determined by GEOID03.
 HF0225
 HF0225.The dynamic height is computed by dividing the NAVD 88
 HF0225.geopotential number by the normal gravity value computed on the
 HF0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0225.degrees latitude (g = 980.6199 gals.).
 HF0225
 HF0225.The modeled gravity was interpolated from observed gravity values.
 HF0225
 HF0225;                    North         East    Units  Estimated Accuracy
 HF0225;SPC KS S     -   467,570.      534,750.      MT  (+/- 180 meters Scaled)
 HF0225
 HF0225                          SUPERSEDED SURVEY CONTROL
 HF0225
 HF0225  NGVD 29 (??/??/92)  348.548  (m)         1143.53   (f) ADJ UNCH    2 0
 HF0225
 HF0225.Superseded values are not recommended for survey control.
 HF0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0225.See file dsdata.txt to determine how the superseded data were derived.
 HF0225
 HF0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG790262(NAD 83)
 HF0225_MARKER: DB = BENCH MARK DISK
 HF0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0225_STAMPING: E 242 1934
 HF0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0225+STABILITY: SURFACE MOTION
 HF0225
 HF0225  HISTORY     - Date     Condition        Report By
 HF0225  HISTORY     - 1934     MONUMENTED       CGS
 HF0225  HISTORY     - 1965     MARK NOT FOUND   USGS
 HF0225
 HF0225                          STATION DESCRIPTION
 HF0225
 HF0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0225'1.4 MI W FROM WINFIELD.
 HF0225'1.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0225'FROM WINFIELD, COWLEY COUNTY, NEAR MILEAGE 245.6, 7 RAILS WEST
 HF0225'OF THE WEST END OF BRIDGE NO. 245 A, 22 FEET SOUTH OF THE
 HF0225'CENTERLINE OF THE TRACK, 24 FEET NORTH OF THE RIGHT-OF-WAY
 HF0225'FENCE, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 HF0225'STAMPED E 242 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0225
 HF0225                          STATION RECOVERY (1965)
 HF0225
 HF0225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HF0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0567 ***********************************************************************
 HE0567  DESIGNATION -  E 244
 HE0567  PID         -  HE0567
 HE0567  STATE/COUNTY-  KS/MONTGOMERY
 HE0567  USGS QUAD   -  INDEPENDENCE (1979)
 HE0567
 HE0567                         *CURRENT SURVEY CONTROL
 HE0567  ___________________________________________________________________
 HE0567* NAD 83(1986)-  37 13 42.     (N)    095 42 43.     (W)     SCALED    
 HE0567* NAVD 88     -       243.940  (meters)     800.33   (feet)  ADJUSTED  
 HE0567  ___________________________________________________________________
 HE0567  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HE0567  DYNAMIC HT  -         243.746 (meters)     799.69  (feet)  COMP
 HE0567  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 HE0567
 HE0567  VERT ORDER  -  SECOND    CLASS 0
 HE0567
 HE0567.The horizontal coordinates were scaled from a topographic map and have
 HE0567.an estimated accuracy of +/- 6 seconds.
 HE0567
 HE0567.The orthometric height was determined by differential leveling
 HE0567.and adjusted by the National Geodetic Survey in June 1991..
 HE0567
 HE0567.The geoid height was determined by GEOID03.
 HE0567
 HE0567.The dynamic height is computed by dividing the NAVD 88
 HE0567.geopotential number by the normal gravity value computed on the
 HE0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0567.degrees latitude (g = 980.6199 gals.).
 HE0567
 HE0567.The modeled gravity was interpolated from observed gravity values.
 HE0567
 HE0567;                    North         East    Units  Estimated Accuracy
 HE0567;SPC KS S     -   466,040.      647,390.      MT  (+/- 180 meters Scaled)
 HE0567
 HE0567                          SUPERSEDED SURVEY CONTROL
 HE0567
 HE0567  NGVD 29 (??/??/92)  243.800  (m)          799.87   (f) ADJ UNCH    2 0
 HE0567
 HE0567.Superseded values are not recommended for survey control.
 HE0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0567.See file dsdata.txt to determine how the superseded data were derived.
 HE0567
 HE0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB594236(NAD 83)
 HE0567_MARKER: DB = BENCH MARK DISK
 HE0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0567_STAMPING: E 244 1935
 HE0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0567+STABILITY: SURFACE MOTION
 HE0567
 HE0567  HISTORY     - Date     Condition        Report By
 HE0567  HISTORY     - 1935     MONUMENTED       CGS
 HE0567  HISTORY     - 1958     GOOD             NGS
 HE0567
 HE0567                          STATION DESCRIPTION
 HE0567
 HE0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HE0567'AT INDEPENDENCE.
 HE0567'AT INDEPENDENCE, MONTGOMERY COUNTY, ON THE BOARD OF EDUCATION
 HE0567'GROUNDS, T 32 S., R 15 E, IN THE SOUTHEAST 1/4 OF SECTION 25,
 HE0567'110 FEET SOUTH, 29 FEET EAST AND 2.3 FEET HIGHER THAN THE
 HE0567'INTERSECTION OF ELEVENTH STREET AND WEST PINE STREET.  A STANDARD
 HE0567'DISK, STAMPED E 244 1935 AND SET IN THE TOP OF A CONCRETE POST
 HE0567'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0612 ***********************************************************************
 HE0612  DESIGNATION -  E 245
 HE0612  PID         -  HE0612
 HE0612  STATE/COUNTY-  KS/WOODSON
 HE0612  USGS QUAD   -  BUFFALO (1959)
 HE0612
 HE0612                         *CURRENT SURVEY CONTROL
 HE0612  ___________________________________________________________________
 HE0612* NAD 83(1986)-  37 44 52.     (N)    095 41 59.     (W)     SCALED    
 HE0612* NAVD 88     -       289.484  (meters)     949.75   (feet)  ADJUSTED  
 HE0612  ___________________________________________________________________
 HE0612  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HE0612  DYNAMIC HT  -         289.260 (meters)     949.01  (feet)  COMP
 HE0612  MODELED GRAV-     979,849.2   (mgal)                       NAVD 88
 HE0612
 HE0612  VERT ORDER  -  SECOND    CLASS 0
 HE0612
 HE0612.The horizontal coordinates were scaled from a topographic map and have
 HE0612.an estimated accuracy of +/- 6 seconds.
 HE0612
 HE0612.The orthometric height was determined by differential leveling
 HE0612.and adjusted by the National Geodetic Survey in June 1991..
 HE0612
 HE0612.The geoid height was determined by GEOID03.
 HE0612
 HE0612.The dynamic height is computed by dividing the NAVD 88
 HE0612.geopotential number by the normal gravity value computed on the
 HE0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0612.degrees latitude (g = 980.6199 gals.).
 HE0612
 HE0612.The modeled gravity was interpolated from observed gravity values.
 HE0612
 HE0612;                    North         East    Units  Estimated Accuracy
 HE0612;SPC KS S     -   523,690.      646,740.      MT  (+/- 180 meters Scaled)
 HE0612
 HE0612                          SUPERSEDED SURVEY CONTROL
 HE0612
 HE0612  NGVD 29 (??/??/92)  289.334  (m)          949.26   (f) ADJ UNCH    2 0
 HE0612
 HE0612.Superseded values are not recommended for survey control.
 HE0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0612.See file dsdata.txt to determine how the superseded data were derived.
 HE0612
 HE0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB621812(NAD 83)
 HE0612_MARKER: DB = BENCH MARK DISK
 HE0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0612+STABILITY: SURFACE MOTION
 HE0612
 HE0612  HISTORY     - Date     Condition        Report By
 HE0612  HISTORY     - UNK      MONUMENTED       CGS
 HE0612  HISTORY     - 1934     GOOD             NGS
 HE0612  HISTORY     - 1964     GOOD             NGS
 HE0612
 HE0612                          STATION DESCRIPTION
 HE0612
 HE0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0612'2.8 MI N FROM BUFFALO.
 HE0612'2.8 MILES N. OF BUFFALO.  MARK IS LOCATED ALONG THE MO. P. RAILROAD
 HE0612'AT MILE POLE 408-20.  15 YDS. W. OF CENTER OF TRACK, 8 1/2
 HE0612'YDS. N. OF FARM ROAD CROSSING AND 1 YDS. E. OF FENCE LINE.
 HE0612
 HE0612                          STATION RECOVERY (1964)
 HE0612
 HE0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0393 ***********************************************************************
 HE0393  DESIGNATION -  E 246
 HE0393  PID         -  HE0393
 HE0393  STATE/COUNTY-  KS/NEOSHO
 HE0393  USGS QUAD   -  SHAW (1973)
 HE0393
 HE0393                         *CURRENT SURVEY CONTROL
 HE0393  ___________________________________________________________________
 HE0393* NAD 83(1986)-  37 34 49.     (N)    095 15 57.     (W)     SCALED    
 HE0393* NAVD 88     -       272.435  (meters)     893.81   (feet)  ADJUSTED  
 HE0393  ___________________________________________________________________
 HE0393  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HE0393  DYNAMIC HT  -         272.222 (meters)     893.12  (feet)  COMP
 HE0393  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 HE0393
 HE0393  VERT ORDER  -  SECOND    CLASS 0
 HE0393
 HE0393.The horizontal coordinates were scaled from a topographic map and have
 HE0393.an estimated accuracy of +/- 6 seconds.
 HE0393
 HE0393.The orthometric height was determined by differential leveling
 HE0393.and adjusted by the National Geodetic Survey in June 1991..
 HE0393
 HE0393.The geoid height was determined by GEOID03.
 HE0393
 HE0393.The dynamic height is computed by dividing the NAVD 88
 HE0393.geopotential number by the normal gravity value computed on the
 HE0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0393.degrees latitude (g = 980.6199 gals.).
 HE0393
 HE0393.The modeled gravity was interpolated from observed gravity values.
 HE0393
 HE0393;                    North         East    Units  Estimated Accuracy
 HE0393;SPC KS S     -   506,350.      685,610.      MT  (+/- 180 meters Scaled)
 HE0393
 HE0393                          SUPERSEDED SURVEY CONTROL
 HE0393
 HE0393  NGVD 29 (??/??/92)  272.309  (m)          893.40   (f) ADJ UNCH    2 0
 HE0393
 HE0393.Superseded values are not recommended for survey control.
 HE0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0393.See file dsdata.txt to determine how the superseded data were derived.
 HE0393
 HE0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB999616(NAD 83)
 HE0393_MARKER: DB = BENCH MARK DISK
 HE0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0393_STAMPING: E 246 1934
 HE0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0393+STABILITY: SURFACE MOTION
 HE0393
 HE0393  HISTORY     - Date     Condition        Report By
 HE0393  HISTORY     - 1934     MONUMENTED       CGS
 HE0393  HISTORY     - 1964     GOOD             NGS
 HE0393
 HE0393                          STATION DESCRIPTION
 HE0393
 HE0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0393'1.3 MI NW FROM ERIE.
 HE0393'1.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0393'RAILWAY FROM THE STATION AT ERIE, NEOSHO COUNTY, 300 YARDS EAST
 HE0393'OF MILEPOST 13, AT A COUNTY-ROAD CROSSING, 36 FEET SOUTH OF
 HE0393'THE CENTER LINE OF THE TRACK, AND 30 FEET EAST OF THE CENTER
 HE0393'LINE OF THE ROAD.  A STANDARD DISK, STAMPED E 246 1934 AND
 HE0393'SET IN THE TOP OF A CONCRETE POST.
 HE0393
 HE0393                          STATION RECOVERY (1964)
 HE0393
 HE0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0237 ***********************************************************************
 HE0237  DESIGNATION -  E 247
 HE0237  PID         -  HE0237
 HE0237  STATE/COUNTY-  KS/CRAWFORD
 HE0237  USGS QUAD   -  RADLEY (1977)
 HE0237
 HE0237                         *CURRENT SURVEY CONTROL
 HE0237  ___________________________________________________________________
 HE0237* NAD 83(1986)-  37 22 53.     (N)    094 45 18.     (W)     SCALED    
 HE0237* NAVD 88     -       282.311  (meters)     926.22   (feet)  ADJUSTED  
 HE0237  ___________________________________________________________________
 HE0237  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 HE0237  DYNAMIC HT  -         282.087 (meters)     925.48  (feet)  COMP
 HE0237  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 HE0237
 HE0237  VERT ORDER  -  SECOND    CLASS 0
 HE0237
 HE0237.The horizontal coordinates were scaled from a topographic map and have
 HE0237.an estimated accuracy of +/- 6 seconds.
 HE0237
 HE0237.The orthometric height was determined by differential leveling
 HE0237.and adjusted by the National Geodetic Survey in June 1991..
 HE0237
 HE0237.The geoid height was determined by GEOID03.
 HE0237
 HE0237.The dynamic height is computed by dividing the NAVD 88
 HE0237.geopotential number by the normal gravity value computed on the
 HE0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0237.degrees latitude (g = 980.6199 gals.).
 HE0237
 HE0237.The modeled gravity was interpolated from observed gravity values.
 HE0237
 HE0237;                    North         East    Units  Estimated Accuracy
 HE0237;SPC KS S     -   485,980.      731,580.      MT  (+/- 180 meters Scaled)
 HE0237
 HE0237                          SUPERSEDED SURVEY CONTROL
 HE0237
 HE0237  NGVD 29 (??/??/92)  282.197  (m)          925.84   (f) ADJ UNCH    2 0
 HE0237
 HE0237.Superseded values are not recommended for survey control.
 HE0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0237.See file dsdata.txt to determine how the superseded data were derived.
 HE0237
 HE0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB446386(NAD 83)
 HE0237_MARKER: DB = BENCH MARK DISK
 HE0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0237_STAMPING: E 247 1935
 HE0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0237+STABILITY: SURFACE MOTION
 HE0237
 HE0237  HISTORY     - Date     Condition        Report By
 HE0237  HISTORY     - 1935     MONUMENTED       CGS
 HE0237  HISTORY     - 1953     GOOD             NGS
 HE0237
 HE0237                          STATION DESCRIPTION
 HE0237
 HE0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0237'3.8 MI E FROM CHEROKEE.
 HE0237'3.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0237'STATION AT CHEROKEE, CRAWFORD COUNTY, 5 RAILS WEST OF THE STATION
 HE0237'SIGN AT CHICOPEE, 36 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 HE0237'TRACK, AND 15 FEET NORTHWEST OF A POLE.  A STANDARD DISK SET IN
 HE0237'THE TOP OF A CONCRETE POST.
 HE0237
 HE0237                          STATION RECOVERY (1953)
 HE0237
 HE0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HE0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0577 ***********************************************************************
 HE0577  DESIGNATION -  E 25
 HE0577  PID         -  HE0577
 HE0577  STATE/COUNTY-  KS/GREENWOOD
 HE0577  USGS QUAD   -  QUINCY (1968)
 HE0577
 HE0577                         *CURRENT SURVEY CONTROL
 HE0577  ___________________________________________________________________
 HE0577* NAD 83(1986)-  37 53 42.     (N)    095 59 47.     (W)     SCALED    
 HE0577* NAVD 88     -       288.547  (meters)     946.67   (feet)  ADJUSTED  
 HE0577  ___________________________________________________________________
 HE0577  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HE0577  DYNAMIC HT  -         288.327 (meters)     945.95  (feet)  COMP
 HE0577  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 HE0577
 HE0577  VERT ORDER  -  FIRST     CLASS II
 HE0577
 HE0577.The horizontal coordinates were scaled from a topographic map and have
 HE0577.an estimated accuracy of +/- 6 seconds.
 HE0577
 HE0577.The orthometric height was determined by differential leveling
 HE0577.and adjusted by the National Geodetic Survey in June 1991..
 HE0577
 HE0577.The geoid height was determined by GEOID03.
 HE0577
 HE0577.The dynamic height is computed by dividing the NAVD 88
 HE0577.geopotential number by the normal gravity value computed on the
 HE0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0577.degrees latitude (g = 980.6199 gals.).
 HE0577
 HE0577.The modeled gravity was interpolated from observed gravity values.
 HE0577
 HE0577;                    North         East    Units  Estimated Accuracy
 HE0577;SPC KS S     -   539,280.      620,170.      MT  (+/- 180 meters Scaled)
 HE0577
 HE0577                          SUPERSEDED SURVEY CONTROL
 HE0577
 HE0577  NGVD 29 (??/??/92)  288.406  (m)          946.21   (f) ADJ UNCH    1 2
 HE0577
 HE0577.Superseded values are not recommended for survey control.
 HE0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0577.See file dsdata.txt to determine how the superseded data were derived.
 HE0577
 HE0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB365983(NAD 83)
 HE0577_MARKER: DB = BENCH MARK DISK
 HE0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0577_STAMPING: E 25 1933
 HE0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0577+STABILITY: SURFACE MOTION
 HE0577
 HE0577  HISTORY     - Date     Condition        Report By
 HE0577  HISTORY     - 1933     MONUMENTED       CGS
 HE0577  HISTORY     - 1952     GOOD             NGS
 HE0577
 HE0577                          STATION DESCRIPTION
 HE0577
 HE0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HE0577'0.9 MI N FROM QUINCY.
 HE0577'0.9 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0577'FROM THE STATION AT QUINCY, GREENWOOD COUNTY, AT A ROAD CROSSING,
 HE0577'22 YARDS SOUTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD,
 HE0577'44 FEET WEST OF THE WEST RAIL, 33 FEET EAST OF THE CENTERLINE
 HE0577'OF A COUNTY ROAD PARALLELING THE TRACK, AND 2 FEET EAST OF THE
 HE0577'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 25 1933 AND
 HE0577'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HE0577'GROUND.  NOTE-- THE RAILS AND THE RIGHT-OF-WAY FENCE HAVE BEEN
 HE0577'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0290 ***********************************************************************
 HE0290  DESIGNATION -  E 251
 HE0290  PID         -  HE0290
 HE0290  STATE/COUNTY-  KS/BOURBON
 HE0290  USGS QUAD   -  HAMMOND (1977)
 HE0290
 HE0290                         *CURRENT SURVEY CONTROL
 HE0290  ___________________________________________________________________
 HE0290* NAD 83(1986)-  37 56 13.     (N)    094 41 43.     (W)     SCALED    
 HE0290* NAVD 88     -       266.621  (meters)     874.74   (feet)  ADJUSTED  
 HE0290  ___________________________________________________________________
 HE0290  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 HE0290  DYNAMIC HT  -         266.424 (meters)     874.09  (feet)  COMP
 HE0290  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 HE0290
 HE0290  VERT ORDER  -  SECOND    CLASS 0
 HE0290
 HE0290.The horizontal coordinates were scaled from a topographic map and have
 HE0290.an estimated accuracy of +/- 6 seconds.
 HE0290
 HE0290.The orthometric height was determined by differential leveling
 HE0290.and adjusted by the National Geodetic Survey in June 1991..
 HE0290
 HE0290.The geoid height was determined by GEOID03.
 HE0290
 HE0290.The dynamic height is computed by dividing the NAVD 88
 HE0290.geopotential number by the normal gravity value computed on the
 HE0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0290.degrees latitude (g = 980.6199 gals.).
 HE0290
 HE0290.The modeled gravity was interpolated from observed gravity values.
 HE0290
 HE0290;                    North         East    Units  Estimated Accuracy
 HE0290;SPC KS S     -   547,810.      734,350.      MT  (+/- 180 meters Scaled)
 HE0290
 HE0290                          SUPERSEDED SURVEY CONTROL
 HE0290
 HE0290  NGVD 29 (??/??/92)  266.497  (m)          874.33   (f) ADJ UNCH    2 0
 HE0290
 HE0290.Superseded values are not recommended for survey control.
 HE0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0290.See file dsdata.txt to determine how the superseded data were derived.
 HE0290
 HE0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC510001(NAD 83)
 HE0290_MARKER: DB = BENCH MARK DISK
 HE0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0290_STAMPING: E 251 1934
 HE0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0290+STABILITY: SURFACE MOTION
 HE0290
 HE0290  HISTORY     - Date     Condition        Report By
 HE0290  HISTORY     - 1934     MONUMENTED       CGS
 HE0290  HISTORY     - 1974     MARK NOT FOUND   KSDT
 HE0290  HISTORY     - 1974     MARK NOT FOUND   KSDT
 HE0290
 HE0290                          STATION DESCRIPTION
 HE0290
 HE0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0290'AT HAMMOND.
 HE0290'AT HAMMOND, BOURBON COUNTY, 3-1/2 RAILS NORTH OF THE NORTH
 HE0290'LINE OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 29 POLES
 HE0290'SOUTH OF MILEPOST 91, AND 38 FEET EAST OF THE CENTERLINE OF THE
 HE0290'MAIN TRACK.  A STANDARD DISK, STAMPED E 251 1934 AND SET IN
 HE0290'THE TOP OF A CONCRETE POST.
 HE0290
 HE0290                          STATION RECOVERY (1974)
 HE0290
 HE0290'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1974
 HE0290'MARK NOT FOUND.
 HE0290
 HE0290                          STATION RECOVERY (1974)
 HE0290
 HE0290'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1974
 HE0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0711 ***********************************************************************
 JE0711  DESIGNATION -  E 252
 JE0711  PID         -  JE0711
 JE0711  STATE/COUNTY-  KS/MIAMI
 JE0711  USGS QUAD   -  FONTANA (1978)
 JE0711
 JE0711                         *CURRENT SURVEY CONTROL
 JE0711  ___________________________________________________________________
 JE0711* NAD 83(1986)-  38 28 57.     (N)    094 51 59.     (W)     SCALED    
 JE0711* NAVD 88     -       259.555  (meters)     851.56   (feet)  ADJUSTED  
 JE0711  ___________________________________________________________________
 JE0711  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE0711  DYNAMIC HT  -         259.373 (meters)     850.96  (feet)  COMP
 JE0711  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 JE0711
 JE0711  VERT ORDER  -  SECOND    CLASS 0
 JE0711
 JE0711.The horizontal coordinates were scaled from a topographic map and have
 JE0711.an estimated accuracy of +/- 6 seconds.
 JE0711
 JE0711.The orthometric height was determined by differential leveling
 JE0711.and adjusted by the National Geodetic Survey in June 1991..
 JE0711
 JE0711.The geoid height was determined by GEOID03.
 JE0711
 JE0711.The dynamic height is computed by dividing the NAVD 88
 JE0711.geopotential number by the normal gravity value computed on the
 JE0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0711.degrees latitude (g = 980.6199 gals.).
 JE0711
 JE0711.The modeled gravity was interpolated from observed gravity values.
 JE0711
 JE0711;                    North         East    Units  Estimated Accuracy
 JE0711;SPC KS S     -   607,710.      716,960.      MT  (+/- 180 meters Scaled)
 JE0711
 JE0711                          SUPERSEDED SURVEY CONTROL
 JE0711
 JE0711  NGVD 29 (??/??/92)  259.409  (m)          851.08   (f) ADJ UNCH    2 0
 JE0711
 JE0711.Superseded values are not recommended for survey control.
 JE0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0711.See file dsdata.txt to determine how the superseded data were derived.
 JE0711
 JE0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC372610(NAD 83)
 JE0711_MARKER: DB = BENCH MARK DISK
 JE0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0711_SP_SET: BRIDGE
 JE0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0711
 JE0711  HISTORY     - Date     Condition        Report By
 JE0711  HISTORY     - UNK      MONUMENTED       CGS
 JE0711  HISTORY     - 1934     GOOD             NGS
 JE0711
 JE0711                          STATION DESCRIPTION
 JE0711
 JE0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE0711'1.7 MI S FROM BENSON.
 JE0711'1.7 MILES SOUTH.  IN SOUTHWEST CORNER OF WINGWALL OF BRIDGE
 JE0711'NUMBER 49.3, OVER MARIAS DE CYGNE RIVER.  7 FT. WEST OF TRACK.
 JE0711'1 1/2 FT. EAST OF WEST END OF WALL.  AT MILE POST 49-43.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0712 ***********************************************************************
 JE0712  DESIGNATION -  E 252 RESET
 JE0712  PID         -  JE0712
 JE0712  STATE/COUNTY-  KS/MIAMI
 JE0712  USGS QUAD   -  FONTANA (1978)
 JE0712
 JE0712                         *CURRENT SURVEY CONTROL
 JE0712  ___________________________________________________________________
 JE0712* NAD 83(1986)-  38 28 57.     (N)    094 51 59.     (W)     SCALED    
 JE0712* NAVD 88     -       259.538  (meters)     851.50   (feet)  ADJUSTED  
 JE0712  ___________________________________________________________________
 JE0712  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE0712  DYNAMIC HT  -         259.357 (meters)     850.91  (feet)  COMP
 JE0712  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 JE0712
 JE0712  VERT ORDER  -  SECOND    CLASS 0
 JE0712
 JE0712.The horizontal coordinates were scaled from a topographic map and have
 JE0712.an estimated accuracy of +/- 6 seconds.
 JE0712
 JE0712.The orthometric height was determined by differential leveling
 JE0712.and adjusted by the National Geodetic Survey in June 1991..
 JE0712
 JE0712.The geoid height was determined by GEOID03.
 JE0712
 JE0712.The dynamic height is computed by dividing the NAVD 88
 JE0712.geopotential number by the normal gravity value computed on the
 JE0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0712.degrees latitude (g = 980.6199 gals.).
 JE0712
 JE0712.The modeled gravity was interpolated from observed gravity values.
 JE0712
 JE0712;                    North         East    Units  Estimated Accuracy
 JE0712;SPC KS S     -   607,710.      716,960.      MT  (+/- 180 meters Scaled)
 JE0712
 JE0712                          SUPERSEDED SURVEY CONTROL
 JE0712
 JE0712  NGVD 29 (??/??/92)  259.390  (m)          851.02   (f) ADJ UNCH    2 0
 JE0712
 JE0712.Superseded values are not recommended for survey control.
 JE0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0712.See file dsdata.txt to determine how the superseded data were derived.
 JE0712
 JE0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC372610(NAD 83)
 JE0712_MARKER: DB = BENCH MARK DISK
 JE0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0712_SP_SET: BRIDGE
 JE0712_STAMPING: E 252 RESET 1937
 JE0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0712
 JE0712  HISTORY     - Date     Condition        Report By
 JE0712  HISTORY     - 1937     MONUMENTED       CGS
 JE0712  HISTORY     - 1949     GOOD             NGS
 JE0712
 JE0712                          STATION DESCRIPTION
 JE0712
 JE0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JE0712'4.4 MI NW FROM FONTANA.
 JE0712'4.45 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILROAD
 JE0712'FROM THE RAILROAD STATION AT FONTANA, SET IN THE SOUTHWEST END
 JE0712'OF THE SOUTHEAST ABUTMENT OF BRIDGE 49.8 OVER THE MARIS DE
 JE0712'CYGNE RIVER, 5.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.7 FEET
 JE0712'NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, 1.6 FEET BELOW
 JE0712'THE LEVEL OF THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0222 ***********************************************************************
 HE0222  DESIGNATION -  E 253
 HE0222  PID         -  HE0222
 HE0222  STATE/COUNTY-  KS/CRAWFORD
 HE0222  USGS QUAD   -  RADLEY (1977)
 HE0222
 HE0222                         *CURRENT SURVEY CONTROL
 HE0222  ___________________________________________________________________
 HE0222* NAD 83(1986)-  37 27 21.     (N)    094 49 43.     (W)     SCALED    
 HE0222* NAVD 88     -       293.469  (meters)     962.82   (feet)  ADJUSTED  
 HE0222  ___________________________________________________________________
 HE0222  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HE0222  DYNAMIC HT  -         293.238 (meters)     962.07  (feet)  COMP
 HE0222  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 HE0222
 HE0222  VERT ORDER  -  SECOND    CLASS 0
 HE0222
 HE0222.The horizontal coordinates were scaled from a topographic map and have
 HE0222.an estimated accuracy of +/- 6 seconds.
 HE0222
 HE0222.The orthometric height was determined by differential leveling
 HE0222.and adjusted by the National Geodetic Survey in June 1991..
 HE0222
 HE0222.The geoid height was determined by GEOID03.
 HE0222
 HE0222.The dynamic height is computed by dividing the NAVD 88
 HE0222.geopotential number by the normal gravity value computed on the
 HE0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0222.degrees latitude (g = 980.6199 gals.).
 HE0222
 HE0222.The modeled gravity was interpolated from observed gravity values.
 HE0222
 HE0222;                    North         East    Units  Estimated Accuracy
 HE0222;SPC KS S     -   493,980.      724,740.      MT  (+/- 180 meters Scaled)
 HE0222
 HE0222                          SUPERSEDED SURVEY CONTROL
 HE0222
 HE0222  NGVD 29 (??/??/92)  293.352  (m)          962.44   (f) ADJ UNCH    2 0
 HE0222
 HE0222.Superseded values are not recommended for survey control.
 HE0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0222.See file dsdata.txt to determine how the superseded data were derived.
 HE0222
 HE0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB382470(NAD 83)
 HE0222_MARKER: DB = BENCH MARK DISK
 HE0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0222_STAMPING: E 253 1934
 HE0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0222+STABILITY: SURFACE MOTION
 HE0222
 HE0222  HISTORY     - Date     Condition        Report By
 HE0222  HISTORY     - 1934     MONUMENTED       CGS
 HE0222
 HE0222                          STATION DESCRIPTION
 HE0222
 HE0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0222'3.9 MI S FROM GIRARD.
 HE0222'3.9 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0222'THE STATION AT GIRARD, CRAWFORD COUNTY, 75 FEET SOUTH OF THE
 HE0222'SIXTEENTH POLE SOUTH OF MILEPOST 128, 27 FEET NORTH OF THE
 HE0222'CENTERLINE OF A ROAD, 42 FEET EAST OF THE CENTERLINE OF THE
 HE0222'MAIN TRACK, AND 6 FEET NORTHWEST OF A CORNER FENCE POST.  A
 HE0222'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0657 ***********************************************************************
 KE0657  DESIGNATION -  E 256
 KE0657  PID         -  KE0657
 KE0657  STATE/COUNTY-  KS/JEFFERSON
 KE0657  USGS QUAD   -  OSKALOOSA (1974)
 KE0657
 KE0657                         *CURRENT SURVEY CONTROL
 KE0657  ___________________________________________________________________
 KE0657* NAD 83(1986)-  39 12 05.     (N)    095 18 09.     (W)     SCALED    
 KE0657* NAVD 88     -       328.039  (meters)    1076.24   (feet)  ADJUSTED  
 KE0657  ___________________________________________________________________
 KE0657  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KE0657  DYNAMIC HT  -         327.826 (meters)    1075.54  (feet)  COMP
 KE0657  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 KE0657
 KE0657  VERT ORDER  -  SECOND    CLASS 0
 KE0657
 KE0657.The horizontal coordinates were scaled from a topographic map and have
 KE0657.an estimated accuracy of +/- 6 seconds.
 KE0657
 KE0657.The orthometric height was determined by differential leveling
 KE0657.and adjusted by the National Geodetic Survey in June 1991..
 KE0657
 KE0657.The geoid height was determined by GEOID03.
 KE0657
 KE0657.The dynamic height is computed by dividing the NAVD 88
 KE0657.geopotential number by the normal gravity value computed on the
 KE0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0657.degrees latitude (g = 980.6199 gals.).
 KE0657
 KE0657.The modeled gravity was interpolated from observed gravity values.
 KE0657
 KE0657;                    North         East    Units  Estimated Accuracy
 KE0657;SPC KS N     -    99,830.      632,970.      MT  (+/- 180 meters Scaled)
 KE0657
 KE0657                          SUPERSEDED SURVEY CONTROL
 KE0657
 KE0657  NGVD 29 (??/??/92)  327.955  (m)         1075.97   (f) ADJ UNCH    2 0
 KE0657
 KE0657.Superseded values are not recommended for survey control.
 KE0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0657.See file dsdata.txt to determine how the superseded data were derived.
 KE0657
 KE0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD011416(NAD 83)
 KE0657_MARKER: DB = BENCH MARK DISK
 KE0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0657_SP_SET: CULVERT
 KE0657_STAMPING: E 256 1938
 KE0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0657
 KE0657  HISTORY     - Date     Condition        Report By
 KE0657  HISTORY     - 1938     MONUMENTED       CGS
 KE0657  HISTORY     - 1950     GOOD             NGS
 KE0657
 KE0657                          STATION DESCRIPTION
 KE0657
 KE0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0657'1.6 MI SE FROM OSKALOOSA.
 KE0657'1.6 MILES SOUTHEAST ALONG STATE HIGHWAYS 16 AND 92 FROM THE
 KE0657'COUNTY COURTHOUSE AT OSKALOOSA, JEFFERSON COUNTY, AT A GULLY
 KE0657'BETWEEN TWO HILLS, IN THE TOP OF THE SOUTHWEST WING WALL OF
 KE0657'A CONCRETE-BOX CULVERT, 15.6 FEET SOUTH OF THE CENTERLINE OF
 KE0657'THE HIGHWAY, AND 6 INCHES LOWER THAN THE HIGHWAY.  A STANDARD
 KE0657'DISK, STAMPED E 256 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1062 ***********************************************************************
 JE1062  DESIGNATION -  E 257
 JE1062  PID         -  JE1062
 JE1062  STATE/COUNTY-  KS/FRANKLIN
 JE1062  USGS QUAD   -  GARNETT NW (1983)
 JE1062
 JE1062                         *CURRENT SURVEY CONTROL
 JE1062  ___________________________________________________________________
 JE1062* NAD 83(1986)-  38 23 23.     (N)    095 14 55.     (W)     SCALED    
 JE1062* NAVD 88     -       311.784  (meters)    1022.91   (feet)  ADJUSTED  
 JE1062  ___________________________________________________________________
 JE1062  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JE1062  DYNAMIC HT  -         311.564 (meters)    1022.19  (feet)  COMP
 JE1062  MODELED GRAV-     979,913.5   (mgal)                       NAVD 88
 JE1062
 JE1062  VERT ORDER  -  SECOND    CLASS 0
 JE1062
 JE1062.The horizontal coordinates were scaled from a topographic map and have
 JE1062.an estimated accuracy of +/- 6 seconds.
 JE1062
 JE1062.The orthometric height was determined by differential leveling
 JE1062.and adjusted by the National Geodetic Survey in June 1991..
 JE1062
 JE1062.The geoid height was determined by GEOID03.
 JE1062
 JE1062.The dynamic height is computed by dividing the NAVD 88
 JE1062.geopotential number by the normal gravity value computed on the
 JE1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1062.degrees latitude (g = 980.6199 gals.).
 JE1062
 JE1062.The modeled gravity was interpolated from observed gravity values.
 JE1062
 JE1062;                    North         East    Units  Estimated Accuracy
 JE1062;SPC KS S     -   596,190.      683,990.      MT  (+/- 180 meters Scaled)
 JE1062
 JE1062                          SUPERSEDED SURVEY CONTROL
 JE1062
 JE1062  NGVD 29 (??/??/92)  311.657  (m)         1022.49   (f) ADJ UNCH    2 0
 JE1062
 JE1062.Superseded values are not recommended for survey control.
 JE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1062.See file dsdata.txt to determine how the superseded data were derived.
 JE1062
 JE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC036514(NAD 83)
 JE1062_MARKER: DB = BENCH MARK DISK
 JE1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1062_SP_SET: OVERPASS
 JE1062_STAMPING: E 257 1938
 JE1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1062
 JE1062  HISTORY     - Date     Condition        Report By
 JE1062  HISTORY     - 1938     MONUMENTED       CGS
 JE1062  HISTORY     - 1950     GOOD             NGS
 JE1062  HISTORY     - 1981     GOOD             KSDT
 JE1062
 JE1062                          STATION DESCRIPTION
 JE1062
 JE1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JE1062'0.8 MI S FROM RICHMOND.
 JE1062'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1062'FROM THE STATION AT RICHMOND, FRANKLIN COUNTY, AT A DIRT-ROAD
 JE1062'CROSSING, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 JE1062'22.5 FEET NORTH OF THE CENTER LINE OF THE EAST-AND-WEST DIRT
 JE1062'ROAD, AT THE U.S.HIGHWAY 59 CONCRETE OVERPASS, IN THE EAST FACE
 JE1062'OF THE SECOND CONCRETE COLUMN NORTH OF THE EAST SIDE OF THE
 JE1062'SOUTH ABUTMENT, AND 5 FEET ABOVE THE TOP OF THE RAIL.  A STANDARD
 JE1062'DISK, STAMPED E 257 1938 AND SET VERTICALLY.
 JE1062
 JE1062                          STATION RECOVERY (1950)
 JE1062
 JE1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1062'RECOVERED IN GOOD CONDITION.
 JE1062
 JE1062                          STATION RECOVERY (1981)
 JE1062
 JE1062'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 JE1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0466 ***********************************************************************
 JG0466  DESIGNATION -  E 258
 JG0466  PID         -  JG0466
 JG0466  STATE/COUNTY-  KS/NESS
 JG0466  USGS QUAD   -  NESS CITY (1966)
 JG0466
 JG0466                         *CURRENT SURVEY CONTROL
 JG0466  ___________________________________________________________________
 JG0466* NAD 83(1986)-  38 29 46.     (N)    099 55 04.     (W)     SCALED    
 JG0466* NAVD 88     -       704.375  (meters)    2310.94   (feet)  ADJUSTED  
 JG0466  ___________________________________________________________________
 JG0466  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 JG0466  DYNAMIC HT  -         703.812 (meters)    2309.09  (feet)  COMP
 JG0466  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 JG0466
 JG0466  VERT ORDER  -  SECOND    CLASS 0
 JG0466
 JG0466.The horizontal coordinates were scaled from a topographic map and have
 JG0466.an estimated accuracy of +/- 6 seconds.
 JG0466
 JG0466.The orthometric height was determined by differential leveling
 JG0466.and adjusted by the National Geodetic Survey in June 1991..
 JG0466
 JG0466.The geoid height was determined by GEOID03.
 JG0466
 JG0466.The dynamic height is computed by dividing the NAVD 88
 JG0466.geopotential number by the normal gravity value computed on the
 JG0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0466.degrees latitude (g = 980.6199 gals.).
 JG0466
 JG0466.The modeled gravity was interpolated from observed gravity values.
 JG0466
 JG0466;                    North         East    Units  Estimated Accuracy
 JG0466;SPC KS S     -   603,990.      276,320.      MT  (+/- 180 meters Scaled)
 JG0466
 JG0466                          SUPERSEDED SURVEY CONTROL
 JG0466
 JG0466  NGVD 29 (??/??/92)  704.090  (m)         2310.00   (f) ADJ UNCH    2 0
 JG0466
 JG0466.Superseded values are not recommended for survey control.
 JG0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0466.See file dsdata.txt to determine how the superseded data were derived.
 JG0466
 JG0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH199612(NAD 83)
 JG0466_MARKER: DB = BENCH MARK DISK
 JG0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0466_SP_SET: CULVERT
 JG0466_STAMPING: E 258 1938
 JG0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0466
 JG0466  HISTORY     - Date     Condition        Report By
 JG0466  HISTORY     - 1938     MONUMENTED       CGS
 JG0466  HISTORY     - 1942     GOOD             NGS
 JG0466
 JG0466                          STATION DESCRIPTION
 JG0466
 JG0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JG0466'3.6 MI N FROM NESS CITY.
 JG0466'3.6 MILES NORTH BY HIGHWAY.  ALONG COUNTY ROAD.  SET IN CENTER
 JG0466'OF TOP OF WEST HEADWALL OF A CONCRETE HIGHWAY CULVERT.  18 FT.
 JG0466'WEST OF CENTER-LINE OF COUNTY ROAD.  1 FT. ABOVE ROAD LEVEL.
 JG0466'SET HORIZONTALLY.
 JG0466
 JG0466                          STATION RECOVERY (1942)
 JG0466
 JG0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JG0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0260 ***********************************************************************
 KE0260  DESIGNATION -  E 259
 KE0260  PID         -  KE0260
 KE0260  STATE/COUNTY-  KS/WYANDOTTE
 KE0260  USGS QUAD   -  SHAWNEE (1991)
 KE0260
 KE0260                         *CURRENT SURVEY CONTROL
 KE0260  ___________________________________________________________________
 KE0260* NAD 83(1986)-  39 04 51.     (N)    094 40 38.     (W)     SCALED    
 KE0260* NAVD 88     -       232.471  (meters)     762.70   (feet)  ADJUSTED  
 KE0260  ___________________________________________________________________
 KE0260  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE0260  DYNAMIC HT  -         232.319 (meters)     762.20  (feet)  COMP
 KE0260  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 KE0260
 KE0260  VERT ORDER  -  FIRST     CLASS II
 KE0260
 KE0260.The horizontal coordinates were scaled from a topographic map and have
 KE0260.an estimated accuracy of +/- 6 seconds.
 KE0260
 KE0260.The orthometric height was determined by differential leveling
 KE0260.and adjusted by the National Geodetic Survey in June 1991..
 KE0260
 KE0260.The geoid height was determined by GEOID03.
 KE0260
 KE0260.The dynamic height is computed by dividing the NAVD 88
 KE0260.geopotential number by the normal gravity value computed on the
 KE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0260.degrees latitude (g = 980.6199 gals.).
 KE0260
 KE0260.The modeled gravity was interpolated from observed gravity values.
 KE0260
 KE0260;                    North         East    Units  Estimated Accuracy
 KE0260;SPC KS N     -    88,260.      687,440.      MT  (+/- 180 meters Scaled)
 KE0260
 KE0260                          SUPERSEDED SURVEY CONTROL
 KE0260
 KE0260  NGVD 29 (??/??/92)  232.375  (m)          762.38   (f) ADJ UNCH    1 2
 KE0260
 KE0260.Superseded values are not recommended for survey control.
 KE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0260.See file dsdata.txt to determine how the superseded data were derived.
 KE0260
 KE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD549270(NAD 83)
 KE0260_MARKER: DB = BENCH MARK DISK
 KE0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0260_SP_SET: CONCRETE BASE
 KE0260_STAMPING: E 259 1940
 KE0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0260
 KE0260  HISTORY     - Date     Condition        Report By
 KE0260  HISTORY     - 1940     MONUMENTED       CGS
 KE0260  HISTORY     - 1951     GOOD             NGS
 KE0260  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0260
 KE0260                          STATION DESCRIPTION
 KE0260
 KE0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0260'1 MI W FROM ARGENTINE.
 KE0260'1.0 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0260'FROM THE STATION AT ARGENTINE, WYANDOTTE COUNTY, 200 YARDS
 KE0260'SOUTH OF THE RAILWAYS ICE CO. ICEHOUSE, AT THE SOUTH END OF
 KE0260'THE FORTY SECOND STREET VIADUCT OVER THE RAILROAD YARDS, AT
 KE0260'THE EAST STEEL PIER, IN THE TOP OF THE SOUTHWEST CORNER OF THE
 KE0260'CONCRETE BASE, 7.8 FEET NORTH OF THE CENTERLINE OF A SIDE
 KE0260'TRACK, 1.3 FEET EAST OF THE WEST EDGE OF THE CONCRETE BASE,
 KE0260'AND 0.8 FOOT NORTH OF THE SOUTH EDGE.  A STANDARD DISK, STAMPED
 KE0260'E 259 1940.
 KE0260
 KE0260                          STATION RECOVERY (1986)
 KE0260
 KE0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0487 ***********************************************************************
 HE0487  DESIGNATION -  E 26
 HE0487  PID         -  HE0487
 HE0487  STATE/COUNTY-  KS/MONTGOMERY
 HE0487  USGS QUAD   -  INDEPENDENCE (1979)
 HE0487
 HE0487                         *CURRENT SURVEY CONTROL
 HE0487  ___________________________________________________________________
 HE0487* NAD 83(1986)-  37 12 51.     (N)    095 43 29.     (W)     SCALED    
 HE0487* NAVD 88     -       232.489  (meters)     762.76   (feet)  ADJUSTED  
 HE0487  ___________________________________________________________________
 HE0487  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HE0487  DYNAMIC HT  -         232.304 (meters)     762.15  (feet)  COMP
 HE0487  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 HE0487
 HE0487  VERT ORDER  -  FIRST     CLASS II
 HE0487
 HE0487.The horizontal coordinates were scaled from a topographic map and have
 HE0487.an estimated accuracy of +/- 6 seconds.
 HE0487
 HE0487.The orthometric height was determined by differential leveling
 HE0487.and adjusted by the National Geodetic Survey in June 1991..
 HE0487
 HE0487.The geoid height was determined by GEOID03.
 HE0487
 HE0487.The dynamic height is computed by dividing the NAVD 88
 HE0487.geopotential number by the normal gravity value computed on the
 HE0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0487.degrees latitude (g = 980.6199 gals.).
 HE0487
 HE0487.The modeled gravity was interpolated from observed gravity values.
 HE0487
 HE0487;                    North         East    Units  Estimated Accuracy
 HE0487;SPC KS S     -   464,430.      646,300.      MT  (+/- 180 meters Scaled)
 HE0487
 HE0487                          SUPERSEDED SURVEY CONTROL
 HE0487
 HE0487  NGVD 29 (??/??/92)  232.348  (m)          762.30   (f) ADJ UNCH    1 2
 HE0487
 HE0487.Superseded values are not recommended for survey control.
 HE0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0487.See file dsdata.txt to determine how the superseded data were derived.
 HE0487
 HE0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB582221(NAD 83)
 HE0487_MARKER: DB = BENCH MARK DISK
 HE0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0487_STAMPING: E 26 1933
 HE0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0487+STABILITY: SURFACE MOTION
 HE0487
 HE0487  HISTORY     - Date     Condition        Report By
 HE0487  HISTORY     - 1933     MONUMENTED       CGS
 HE0487
 HE0487                          STATION DESCRIPTION
 HE0487
 HE0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0487'0.5 MI S FROM INDEPENDENCE.
 HE0487'0.5 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0487'STATION AT INDEPENDENCE, MONTGOMERY COUNTY, AT THE CROSSING
 HE0487'OF AN EAST-AND-WEST ROAD, 43.2 FEET WEST OF THE WEST RAIL OF
 HE0487'THE MAIN TRACK, 28.3 FEET WEST OF THE WEST RAIL OF THE MOST
 HE0487'WESTERLY PASSING TRACK, 34 FEET SOUTH OF THE CENTERLINE OF THE
 HE0487'ROAD, AND 10 FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD
 HE0487'DISK, STAMPED E 26 1933 AND SET IN THE TOP OF A CONCRETE POST
 HE0487'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1006 ***********************************************************************
 JE1006  DESIGNATION -  E 260
 JE1006  PID         -  JE1006
 JE1006  STATE/COUNTY-  KS/FRANKLIN
 JE1006  USGS QUAD   -  RANTOUL (1983)
 JE1006
 JE1006                         *CURRENT SURVEY CONTROL
 JE1006  ___________________________________________________________________
 JE1006* NAD 83(1986)-  38 31 24.     (N)    095 04 20.     (W)     SCALED    
 JE1006* NAVD 88     -       264.057  (meters)     866.33   (feet)  ADJUSTED  
 JE1006  ___________________________________________________________________
 JE1006  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JE1006  DYNAMIC HT  -         263.871 (meters)     865.72  (feet)  COMP
 JE1006  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 JE1006
 JE1006  VERT ORDER  -  SECOND    CLASS 0
 JE1006
 JE1006.The horizontal coordinates were scaled from a topographic map and have
 JE1006.an estimated accuracy of +/- 6 seconds.
 JE1006
 JE1006.The orthometric height was determined by differential leveling
 JE1006.and adjusted by the National Geodetic Survey in June 1991..
 JE1006
 JE1006.The geoid height was determined by GEOID03.
 JE1006
 JE1006.The dynamic height is computed by dividing the NAVD 88
 JE1006.geopotential number by the normal gravity value computed on the
 JE1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1006.degrees latitude (g = 980.6199 gals.).
 JE1006
 JE1006.The modeled gravity was interpolated from observed gravity values.
 JE1006
 JE1006;                    North         East    Units  Estimated Accuracy
 JE1006;SPC KS S     -   611,560.      698,850.      MT  (+/- 180 meters Scaled)
 JE1006
 JE1006                          SUPERSEDED SURVEY CONTROL
 JE1006
 JE1006  NGVD 29 (??/??/92)  263.926  (m)          865.90   (f) ADJ UNCH    2 0
 JE1006
 JE1006.Superseded values are not recommended for survey control.
 JE1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1006.See file dsdata.txt to determine how the superseded data were derived.
 JE1006
 JE1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC193659(NAD 83)
 JE1006_MARKER: DB = BENCH MARK DISK
 JE1006_SETTING: 66 = SET IN ROCK OUTCROP
 JE1006_SP_SET: LIMESTONE OUTCROP
 JE1006_STAMPING: E 260 1940
 JE1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE1006+STABILITY: POSITION/ELEVATION WELL
 JE1006
 JE1006  HISTORY     - Date     Condition        Report By
 JE1006  HISTORY     - 1940     MONUMENTED       CGS
 JE1006  HISTORY     - 1951     GOOD             NGS
 JE1006
 JE1006                          STATION DESCRIPTION
 JE1006
 JE1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1006'2.3 MI SE FROM RANTOUL.
 JE1006'2.3 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE1006'THE STATION AT RANTOUL, FRANKLIN COUNTY, 225 FEET SOUTHEAST
 JE1006'OF MILEPOST 341, 24.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 JE1006'OF BRIDGE 18, 28 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 JE1006'IN THE TOP OF A LIMESTONE OUTCROP, 1 FOOT SOUTH OF THE NORTH
 JE1006'EDGE, AND LEVEL WITH THE TOP OF THE BRIDGE.  A STANDARD DISK,
 JE1006'STAMPED E 260 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1022 ***********************************************************************
 JE1022  DESIGNATION -  E 261
 JE1022  PID         -  JE1022
 JE1022  STATE/COUNTY-  KS/DOUGLAS
 JE1022  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1022
 JE1022                         *CURRENT SURVEY CONTROL
 JE1022  ___________________________________________________________________
 JE1022* NAD 83(1986)-  38 57 43.     (N)    095 12 35.     (W)     SCALED    
 JE1022* NAVD 88     -       250.757  (meters)     822.69   (feet)  ADJUSTED  
 JE1022  ___________________________________________________________________
 JE1022  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JE1022  DYNAMIC HT  -         250.591 (meters)     822.15  (feet)  COMP
 JE1022  MODELED GRAV-     979,962.2   (mgal)                       NAVD 88
 JE1022
 JE1022  VERT ORDER  -  SECOND    CLASS 0
 JE1022
 JE1022.The horizontal coordinates were scaled from a topographic map and have
 JE1022.an estimated accuracy of +/- 6 seconds.
 JE1022
 JE1022.The orthometric height was determined by differential leveling
 JE1022.and adjusted by the National Geodetic Survey in June 1991..
 JE1022
 JE1022.The geoid height was determined by GEOID03.
 JE1022
 JE1022.The dynamic height is computed by dividing the NAVD 88
 JE1022.geopotential number by the normal gravity value computed on the
 JE1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1022.degrees latitude (g = 980.6199 gals.).
 JE1022
 JE1022.The modeled gravity was interpolated from observed gravity values.
 JE1022
 JE1022;                    North         East    Units  Estimated Accuracy
 JE1022;SPC KS N     -    73,510.      641,800.      MT  (+/- 180 meters Scaled)
 JE1022
 JE1022                          SUPERSEDED SURVEY CONTROL
 JE1022
 JE1022  NGVD 29 (??/??/92)  250.671  (m)          822.41   (f) ADJ UNCH    2 0
 JE1022
 JE1022.Superseded values are not recommended for survey control.
 JE1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1022.See file dsdata.txt to determine how the superseded data were derived.
 JE1022
 JE1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD085148(NAD 83)
 JE1022_MARKER: DB = BENCH MARK DISK
 JE1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1022_SP_SET: ABUTMENT
 JE1022_STAMPING: E 261 1940
 JE1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1022
 JE1022  HISTORY     - Date     Condition        Report By
 JE1022  HISTORY     - 1940     MONUMENTED       CGS
 JE1022  HISTORY     - 1951     GOOD             NGS
 JE1022  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE1022
 JE1022                          STATION DESCRIPTION
 JE1022
 JE1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JE1022'1.2 MI E FROM LAWRENCE.
 JE1022'1.2 MILES EAST ALONG RAILROAD FROM STATION IN LAWRENCE.  BENCH
 JE1022'MARK IS ALONG THE RIGHT-OF-WAY OF THE ATCHISON TOPEKA AND SANTA
 JE1022'FE RAILROAD, AT THE WEST END OF RAILROAD BRIDGE NO. 25A, 8.6 FEET
 JE1022'NORTH OF CENTER LINE OF TRACK, APPROXIMATELY 2 FEET BELOW LEVEL
 JE1022'OF RAILS, SET FLUSH AND HORIZONTALLY IN TOP OF THE NORTH END
 JE1022'OF CONCRETE ABUTMENT.  STAMPED, E 261 1940.
 JE1022
 JE1022                          STATION RECOVERY (1951)
 JE1022
 JE1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1022'RECOVERED IN GOOD CONDITION.
 JE1022
 JE1022                          STATION RECOVERY (1986)
 JE1022
 JE1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0799 ***********************************************************************
 KE0799  DESIGNATION -  E 262
 KE0799  PID         -  KE0799
 KE0799  STATE/COUNTY-  KS/SHAWNEE
 KE0799  USGS QUAD   -  ROSSVILLE (1982)
 KE0799
 KE0799                         *CURRENT SURVEY CONTROL
 KE0799  ___________________________________________________________________
 KE0799* NAD 83(1986)-  39 09 08.     (N)    095 58 56.     (W)     SCALED    
 KE0799* NAVD 88     -       284.401  (meters)     933.07   (feet)  ADJUSTED  
 KE0799  ___________________________________________________________________
 KE0799  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 KE0799  DYNAMIC HT  -         284.218 (meters)     932.47  (feet)  COMP
 KE0799  MODELED GRAV-     979,978.9   (mgal)                       NAVD 88
 KE0799
 KE0799  VERT ORDER  -  FIRST     CLASS II
 KE0799
 KE0799.The horizontal coordinates were scaled from a topographic map and have
 KE0799.an estimated accuracy of +/- 6 seconds.
 KE0799
 KE0799.The orthometric height was determined by differential leveling
 KE0799.and adjusted by the National Geodetic Survey in June 1991..
 KE0799.WARNING-Repeat measurements at this control monument indicate possible
 KE0799.vertical movement.
 KE0799
 KE0799.The geoid height was determined by GEOID03.
 KE0799
 KE0799.The dynamic height is computed by dividing the NAVD 88
 KE0799.geopotential number by the normal gravity value computed on the
 KE0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0799.degrees latitude (g = 980.6199 gals.).
 KE0799
 KE0799.The modeled gravity was interpolated from observed gravity values.
 KE0799
 KE0799;                    North         East    Units  Estimated Accuracy
 KE0799;SPC KS N     -    92,850.      574,400.      MT  (+/- 180 meters Scaled)
 KE0799
 KE0799                          SUPERSEDED SURVEY CONTROL
 KE0799
 KE0799  NGVD 29 (??/??/92)  284.245  (m)          932.56   (f) ADJ UNCH    1 2
 KE0799
 KE0799.Superseded values are not recommended for survey control.
 KE0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0799.See file dsdata.txt to determine how the superseded data were derived.
 KE0799
 KE0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD422379(NAD 83)
 KE0799_MARKER: DB = BENCH MARK DISK
 KE0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0799_SP_SET: CONCRETE POST
 KE0799_STAMPING: E 262 1940
 KE0799_MARK LOGO: CGS   
 KE0799_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0799+STABILITY: SURFACE MOTION
 KE0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0799+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 KE0799
 KE0799  HISTORY     - Date     Condition        Report By
 KE0799  HISTORY     - 1940     MONUMENTED       CGS
 KE0799  HISTORY     - 1970     GOOD             NGS
 KE0799  HISTORY     - 1986     GOOD             NGS
 KE0799  HISTORY     - 20050504 GOOD             NGS
 KE0799
 KE0799                          STATION DESCRIPTION
 KE0799
 KE0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0799'2 MI NW FROM ROSSVILLE.
 KE0799'ABOUT 2.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD
 KE0799'FROM THE STATION AT ROSSVILLE, ABOUT 0.15 MILE NORTHWEST OF
 KE0799'A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 3 1/2 RAILS
 KE0799'NORTHWEST OF MILEPOST 86, 35 FEET SOUTHWEST OF THE SOUTHWEST
 KE0799'RAIL, 45 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 KE0799'24, 9 FEET NORTHWEST OF A COMBINATION POWER AND TELEPHONE
 KE0799'POLE, IN LINE WITH A ROW OF POLES, 0.8 FOOT SOUTHWEST OF A
 KE0799'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 2 FEET
 KE0799'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 KE0799'POST PROJECTING 0.4 FOOT.  SEC 29, T 16S, R 13E
 KE0799
 KE0799                          STATION RECOVERY (1986)
 KE0799
 KE0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0799'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  29.3 KM (18.2
 KE0799'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KE0799'TOPEKA.
 KE0799
 KE0799                          STATION RECOVERY (2005)
 KE0799
 KE0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KE0799'14.7 KM WESTERLY ALONG INTERSTATE HIGHWAY 70 FROM THE JUNCTION OF
 KE0799'INTERSTATE HIGHWAY  470 SOUTHBOUND LANES IN TOPEKA, THENCE 0.3 KM
 KE0799'WESTERLY ALONG AN EXIT RAMP FOR CARLSON  ROAD (EXIT 346), THENCE 9.0
 KE0799'KM NORTHERLY ALONG CARLSON ROAD, THENCE 3.2 KM WESTERLY  ALONG U.S.
 KE0799'HIGHWAY 24, 13.5 M NORTHEAST OF THE HIGHWAY CENTERLIANE, 10.9 M
 KE0799'SOUTHWEST OF  THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 0.3 M
 KE0799'ABOVE THE LEVEL OF THE HIGHWAY, 0.1  M SOUTHWEST OF A WITNESS POST,
 KE0799'AND THE MONUMENT PROJECTS 0.1 M ABOVE THE GROUND  SURFACE.  NOTE--THE
 KE0799'MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1025 ***********************************************************************
 JE1025  DESIGNATION -  E 264
 JE1025  PID         -  JE1025
 JE1025  STATE/COUNTY-  KS/DOUGLAS
 JE1025  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1025
 JE1025                         *CURRENT SURVEY CONTROL
 JE1025  ___________________________________________________________________
 JE1025* NAD 83(1986)-  38 58 48.     (N)    095 14 34.     (W)     SCALED    
 JE1025* NAVD 88     -       251.799  (meters)     826.11   (feet)  ADJUSTED  
 JE1025  ___________________________________________________________________
 JE1025  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE1025  DYNAMIC HT  -         251.634 (meters)     825.57  (feet)  COMP
 JE1025  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 JE1025
 JE1025  VERT ORDER  -  FIRST     CLASS II
 JE1025
 JE1025.The horizontal coordinates were scaled from a topographic map and have
 JE1025.an estimated accuracy of +/- 6 seconds.
 JE1025
 JE1025.The orthometric height was determined by differential leveling
 JE1025.and adjusted by the National Geodetic Survey in June 1991..
 JE1025
 JE1025.The geoid height was determined by GEOID03.
 JE1025
 JE1025.The dynamic height is computed by dividing the NAVD 88
 JE1025.geopotential number by the normal gravity value computed on the
 JE1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1025.degrees latitude (g = 980.6199 gals.).
 JE1025
 JE1025.The modeled gravity was interpolated from observed gravity values.
 JE1025
 JE1025;                    North         East    Units  Estimated Accuracy
 JE1025;SPC KS N     -    75,420.      638,870.      MT  (+/- 180 meters Scaled)
 JE1025
 JE1025                          SUPERSEDED SURVEY CONTROL
 JE1025
 JE1025  NGVD 29 (??/??/92)  251.714  (m)          825.83   (f) ADJ UNCH    1 2
 JE1025
 JE1025.Superseded values are not recommended for survey control.
 JE1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1025.See file dsdata.txt to determine how the superseded data were derived.
 JE1025
 JE1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD057169(NAD 83)
 JE1025_MARKER: DB = BENCH MARK DISK
 JE1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1025_STAMPING: E 264 1940
 JE1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1025+STABILITY: SURFACE MOTION
 JE1025
 JE1025  HISTORY     - Date     Condition        Report By
 JE1025  HISTORY     - 1940     MONUMENTED       CGS
 JE1025  HISTORY     - 1951     GOOD             NGS
 JE1025  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE1025
 JE1025                          STATION DESCRIPTION
 JE1025
 JE1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1025'1 MI W FROM LAWRENCE.
 JE1025'1.0 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1025'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, IN THE NORTHWEST
 JE1025'PART OF TOWN, AT THE FOURTH POLE NORTHWEST OF SEMAPHORE 271,
 JE1025'AT THE WYE FORMED BY THE MAIN TRACK AND A SPUR TRACK, AT THE
 JE1025'INTERSECTION OF INDIANA STREET AND SECOND STREET, 41 YARDS SOUTH
 JE1025'OF THE CENTER OF THE CROSSING OF THE MAIN TRACK AND INDIANA
 JE1025'STREET, 24 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK,
 JE1025'26 FEET EAST OF THE CROSSING OF INDIANA STREET AND THE SPUR
 JE1025'TRACK, 9.6 FEET EAST OF A POWER-TRANSMISSION LINE POLE, AND
 JE1025'2.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JE1025'DISK, STAMPED E 264 1940 AND SET IN THE TOP OF A CONCRETE POST
 JE1025'PROJECTING 2 INCHES ABOVE GROUND.
 JE1025
 JE1025                          STATION RECOVERY (1986)
 JE1025
 JE1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0307 ***********************************************************************
 JF0307  DESIGNATION -  E 265
 JF0307  PID         -  JF0307
 JF0307  STATE/COUNTY-  KS/CHASE
 JF0307  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF0307
 JF0307                         *CURRENT SURVEY CONTROL
 JF0307  ___________________________________________________________________
 JF0307* NAD 83(1986)-  38 17 38.     (N)    096 31 03.     (W)     SCALED    
 JF0307* NAVD 88     -       366.272  (meters)    1201.68   (feet)  ADJUSTED  
 JF0307  ___________________________________________________________________
 JF0307  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 JF0307  DYNAMIC HT  -         366.003 (meters)    1200.79  (feet)  COMP
 JF0307  MODELED GRAV-     979,883.9   (mgal)                       NAVD 88
 JF0307
 JF0307  VERT ORDER  -  SECOND    CLASS 0
 JF0307
 JF0307.The horizontal coordinates were scaled from a topographic map and have
 JF0307.an estimated accuracy of +/- 6 seconds.
 JF0307
 JF0307.The orthometric height was determined by differential leveling
 JF0307.and adjusted by the National Geodetic Survey in June 1991..
 JF0307
 JF0307.The geoid height was determined by GEOID03.
 JF0307
 JF0307.The dynamic height is computed by dividing the NAVD 88
 JF0307.geopotential number by the normal gravity value computed on the
 JF0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0307.degrees latitude (g = 980.6199 gals.).
 JF0307
 JF0307.The modeled gravity was interpolated from observed gravity values.
 JF0307
 JF0307;                    North         East    Units  Estimated Accuracy
 JF0307;SPC KS S     -   582,440.      573,410.      MT  (+/- 180 meters Scaled)
 JF0307
 JF0307                          SUPERSEDED SURVEY CONTROL
 JF0307
 JF0307  NGVD 29 (??/??/92)  366.132  (m)         1201.22   (f) ADJ UNCH    2 0
 JF0307
 JF0307.Superseded values are not recommended for survey control.
 JF0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0307.See file dsdata.txt to determine how the superseded data were derived.
 JF0307
 JF0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH171413(NAD 83)
 JF0307_MARKER: DB = BENCH MARK DISK
 JF0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0307_SP_SET: BRIDGE
 JF0307_STAMPING: F 265 1940
 JF0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0307
 JF0307  HISTORY     - Date     Condition        Report By
 JF0307  HISTORY     - 1940     MONUMENTED       CGS
 JF0307  HISTORY     - 1968     GOOD             NGS
 JF0307
 JF0307                          STATION DESCRIPTION
 JF0307
 JF0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JF0307'2.1 MI N FROM BAZAR.
 JF0307'2.1 MILES NORTH OF ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JF0307'STATION IN BAZAR BENCH MARK IS ALONG THE ATCHISON, TOPEKA AND
 JF0307'SANTA FE RAILROAD RIGHT-OF-WAY.  AT A COUNTY HIGHWAY BRIDGE.
 JF0307'97 FEET WEST OF CENTER LINE OF RAILROAD TRACKS.  43 FEET
 JF0307'SOUTHWEST OF POWER LINE POLE.  17 FEET EAST OF CENTER LINE OF
 JF0307'COUNTY HIGHWAY.  SET FLUSH AND HORIZONTALLY IN TOP OF EAST
 JF0307'CORNER OF THE NORTH CONCRETE HEADWALL.  NO 4 X 4 INCH WOODEN
 JF0307'POST SET--BRIDGE INDENTIFIES THE LOCATION OF THE MARK.
 JF0307
 JF0307                          STATION RECOVERY (1968)
 JF0307
 JF0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0475 ***********************************************************************
 HG0475  DESIGNATION -  E 266
 HG0475  PID         -  HG0475
 HG0475  STATE/COUNTY-  KS/COMANCHE
 HG0475  USGS QUAD   -  WILMORE (1980)
 HG0475
 HG0475                         *CURRENT SURVEY CONTROL
 HG0475  ___________________________________________________________________
 HG0475* NAD 83(1986)-  37 20 11.     (N)    099 11 31.     (W)     SCALED    
 HG0475* NAVD 88     -       617.791  (meters)    2026.87   (feet)  ADJUSTED  
 HG0475  ___________________________________________________________________
 HG0475  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 HG0475  DYNAMIC HT  -         617.249 (meters)    2025.09  (feet)  COMP
 HG0475  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 HG0475
 HG0475  VERT ORDER  -  SECOND    CLASS 0
 HG0475
 HG0475.The horizontal coordinates were scaled from a topographic map and have
 HG0475.an estimated accuracy of +/- 6 seconds.
 HG0475
 HG0475.The orthometric height was determined by differential leveling
 HG0475.and adjusted by the National Geodetic Survey in June 1991..
 HG0475
 HG0475.The geoid height was determined by GEOID03.
 HG0475
 HG0475.The dynamic height is computed by dividing the NAVD 88
 HG0475.geopotential number by the normal gravity value computed on the
 HG0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0475.degrees latitude (g = 980.6199 gals.).
 HG0475
 HG0475.The modeled gravity was interpolated from observed gravity values.
 HG0475
 HG0475;                    North         East    Units  Estimated Accuracy
 HG0475;SPC KS S     -   474,560.      338,680.      MT  (+/- 180 meters Scaled)
 HG0475
 HG0475                          SUPERSEDED SURVEY CONTROL
 HG0475
 HG0475  NGVD 29 (??/??/92)  617.530  (m)         2026.01   (f) ADJ UNCH    2 0
 HG0475
 HG0475.Superseded values are not recommended for survey control.
 HG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0475.See file dsdata.txt to determine how the superseded data were derived.
 HG0475
 HG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG829322(NAD 83)
 HG0475_MARKER: DB = BENCH MARK DISK
 HG0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0475_STAMPING: E 266 1940
 HG0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0475+STABILITY: SURFACE MOTION
 HG0475
 HG0475  HISTORY     - Date     Condition        Report By
 HG0475  HISTORY     - 1940     MONUMENTED       CGS
 HG0475
 HG0475                          STATION DESCRIPTION
 HG0475
 HG0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0475'1.1 MI NE FROM WILMORE.
 HG0475'1.1 MILE NORTHEAST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0475'TOPEKA, AND SANTA FE RR.  3 POLES SOUTHWEST OF BRIDGE NO. 115A.  20.0
 HG0475'FEET NORTHWEST OF CENTER LINE OF TRACK.  60.0 FEET EAST OF
 HG0475'RIGHT-OF-WAY FENCE.  8 FEET BELOW TOP OF RAIL.  3.0 FEET NORTH OF 4X4
 HG0475'INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0423 ***********************************************************************
 JG0423  DESIGNATION -  E 267
 JG0423  PID         -  JG0423
 JG0423  STATE/COUNTY-  KS/PAWNEE
 JG0423  USGS QUAD   -  ROZEL SE (1972)
 JG0423
 JG0423                         *CURRENT SURVEY CONTROL
 JG0423  ___________________________________________________________________
 JG0423* NAD 83(1986)-  38 01 31.     (N)    099 17 52.     (W)     SCALED    
 JG0423* NAVD 88     -       641.502  (meters)    2104.66   (feet)  ADJUSTED  
 JG0423  ___________________________________________________________________
 JG0423  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0423  DYNAMIC HT  -         640.985 (meters)    2102.97  (feet)  COMP
 JG0423  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 JG0423
 JG0423  VERT ORDER  -  SECOND    CLASS 0
 JG0423
 JG0423.The horizontal coordinates were scaled from a topographic map and have
 JG0423.an estimated accuracy of +/- 6 seconds.
 JG0423
 JG0423.The orthometric height was determined by differential leveling
 JG0423.and adjusted by the National Geodetic Survey in June 1991..
 JG0423
 JG0423.The geoid height was determined by GEOID03.
 JG0423
 JG0423.The dynamic height is computed by dividing the NAVD 88
 JG0423.geopotential number by the normal gravity value computed on the
 JG0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0423.degrees latitude (g = 980.6199 gals.).
 JG0423
 JG0423.The modeled gravity was interpolated from observed gravity values.
 JG0423
 JG0423;                    North         East    Units  Estimated Accuracy
 JG0423;SPC KS S     -   551,090.      329,960.      MT  (+/- 180 meters Scaled)
 JG0423
 JG0423                          SUPERSEDED SURVEY CONTROL
 JG0423
 JG0423  NGVD 29 (??/??/92)  641.276  (m)         2103.92   (f) ADJ UNCH    2 0
 JG0423
 JG0423.Superseded values are not recommended for survey control.
 JG0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0423.See file dsdata.txt to determine how the superseded data were derived.
 JG0423
 JG0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH738086(NAD 83)
 JG0423_MARKER: DB = BENCH MARK DISK
 JG0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0423_STAMPING: E 267 1940
 JG0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0423+STABILITY: SURFACE MOTION
 JG0423
 JG0423  HISTORY     - Date     Condition        Report By
 JG0423  HISTORY     - 1940     MONUMENTED       CGS
 JG0423
 JG0423                          STATION DESCRIPTION
 JG0423
 JG0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0423'4.6 MI SW FROM GARFIELD.
 JG0423'4.6 MILES SOUTHWEST BY RAIL ALONG RIGHT-OF-WAY OF ATCHISON,
 JG0423'TOPEKA AND SANTA FE RR.  85 FEET WEST OF MILEPOST NO. 307.
 JG0423'80 FEET EAST OF CENTERLINE OF STATE HIGHWAY NO. 45.  48 FEET
 JG0423'WEST OF CENTERLINE OF TRACK.  2.9 FEET SOUTH OF A 4 X 4 INCH
 JG0423'WHITE WOODEN POST PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0303 ***********************************************************************
 JG0303  DESIGNATION -  E 268
 JG0303  PID         -  JG0303
 JG0303  STATE/COUNTY-  KS/RUSH
 JG0303  USGS QUAD   -  LA CROSSE (1983)
 JG0303
 JG0303                         *CURRENT SURVEY CONTROL
 JG0303  ___________________________________________________________________
 JG0303* NAD 83(1986)-  38 32 38.     (N)    099 21 50.     (W)     SCALED    
 JG0303* NAVD 88     -       645.369  (meters)    2117.35   (feet)  ADJUSTED  
 JG0303  ___________________________________________________________________
 JG0303  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0303  DYNAMIC HT  -         644.875 (meters)    2115.73  (feet)  COMP
 JG0303  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 JG0303
 JG0303  VERT ORDER  -  SECOND    CLASS 0
 JG0303
 JG0303.The horizontal coordinates were scaled from a topographic map and have
 JG0303.an estimated accuracy of +/- 6 seconds.
 JG0303
 JG0303.The orthometric height was determined by differential leveling
 JG0303.and adjusted by the National Geodetic Survey in June 1991..
 JG0303
 JG0303.The geoid height was determined by GEOID03.
 JG0303
 JG0303.The dynamic height is computed by dividing the NAVD 88
 JG0303.geopotential number by the normal gravity value computed on the
 JG0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0303.degrees latitude (g = 980.6199 gals.).
 JG0303
 JG0303.The modeled gravity was interpolated from observed gravity values.
 JG0303
 JG0303;                    North         East    Units  Estimated Accuracy
 JG0303;SPC KS S     -   608,700.      324,690.      MT  (+/- 180 meters Scaled)
 JG0303
 JG0303                          SUPERSEDED SURVEY CONTROL
 JG0303
 JG0303  NGVD 29 (??/??/92)  645.114  (m)         2116.51   (f) ADJ UNCH    2 0
 JG0303
 JG0303.Superseded values are not recommended for survey control.
 JG0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0303.See file dsdata.txt to determine how the superseded data were derived.
 JG0303
 JG0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH682662(NAD 83)
 JG0303_MARKER: DB = BENCH MARK DISK
 JG0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0303_STAMPING: E 268 1940
 JG0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0303+STABILITY: SURFACE MOTION
 JG0303
 JG0303  HISTORY     - Date     Condition        Report By
 JG0303  HISTORY     - 1940     MONUMENTED       CGS
 JG0303
 JG0303                          STATION DESCRIPTION
 JG0303
 JG0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0303'3.3 MI W FROM LA CROSSE.
 JG0303'3.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CITY
 JG0303'HALL AT LA CROSSE, RUSH COUNTY, 42 FEET WEST OF THE CENTER LINE OF
 JG0303'A SECTION-LINE ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE
 JG0303'TRACK, 2 FEET SOUTHEAST OF A POLE, AND 3 FEET WEST OF A WHITE
 JG0303'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 268 1940 AND
 JG0303'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 JG0303'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0476 ***********************************************************************
 JG0476  DESIGNATION -  E 27
 JG0476  PID         -  JG0476
 JG0476  STATE/COUNTY-  KS/NESS
 JG0476  USGS QUAD   -  NESS CITY (1966)
 JG0476
 JG0476                         *CURRENT SURVEY CONTROL
 JG0476  ___________________________________________________________________
 JG0476* NAD 83(1997)-  38 22 41.26630(N)    099 53 52.03577(W)     ADJUSTED  
 JG0476* NAVD 88     -       697.261  (meters)    2287.60   (feet)  ADJUSTED  
 JG0476  ___________________________________________________________________
 JG0476  X           -    -860,659.583 (meters)                     COMP
 JG0476  Y           -  -4,932,481.523 (meters)                     COMP
 JG0476  Z           -   3,938,850.054 (meters)                     COMP
 JG0476  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 JG0476  ELLIP HEIGHT-         671.49  (meters)          (10/02/98) GPS OBS
 JG0476  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JG0476  DYNAMIC HT  -         696.699 (meters)    2285.75  (feet)  COMP
 JG0476  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 JG0476
 JG0476  HORZ ORDER  -  THIRD
 JG0476  VERT ORDER  -  SECOND    CLASS 0
 JG0476  ELLP ORDER  -  FOURTH    CLASS I
 JG0476
 JG0476.The horizontal coordinates were established by GPS observations
 JG0476.and adjusted by the National Geodetic Survey in October 1998..
 JG0476
 JG0476.The orthometric height was determined by differential leveling
 JG0476.and adjusted by the National Geodetic Survey in June 1991..
 JG0476
 JG0476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JG0476
 JG0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0476
 JG0476.The ellipsoidal height was determined by GPS observations
 JG0476.and is referenced to NAD 83.
 JG0476
 JG0476.The geoid height was determined by GEOID03.
 JG0476
 JG0476.The dynamic height is computed by dividing the NAVD 88
 JG0476.geopotential number by the normal gravity value computed on the
 JG0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0476.degrees latitude (g = 980.6199 gals.).
 JG0476
 JG0476.The modeled gravity was interpolated from observed gravity values.
 JG0476
 JG0476;                    North         East     Units Scale Factor Converg.
 JG0476;SPC KS S     -   590,865.768   277,870.400   MT  0.99996815   -0 51 32.3
 JG0476;UTM  14      - 4,248,152.083   421,582.347   MT  0.99967573   -0 33 26.7
 JG0476
 JG0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0476!SPC KS S     -   0.99989465  x   0.99996815  =   0.99986280
 JG0476!UTM  14      -   0.99989465  x   0.99967573  =   0.99957041
 JG0476
 JG0476                          SUPERSEDED SURVEY CONTROL
 JG0476
 JG0476  NAD 83(1986)-  38 22 41.27566(N)    099 53 52.03560(W) AD(       ) 3
 JG0476  NGVD 29 (??/??/92)  696.991  (m)         2286.71   (f) ADJ UNCH    2 0
 JG0476
 JG0476.Superseded values are not recommended for survey control.
 JG0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0476.See file dsdata.txt to determine how the superseded data were derived.
 JG0476
 JG0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2158248152(NAD 83)
 JG0476_MARKER: DB = BENCH MARK DISK
 JG0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0476_SP_SET: CONCRETE POST
 JG0476_STAMPING: E 27 1934
 JG0476_MARK LOGO: CGS   
 JG0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0476+STABILITY: SURFACE MOTION
 JG0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0476+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1997
 JG0476
 JG0476  HISTORY     - Date     Condition        Report By
 JG0476  HISTORY     - 1934     MONUMENTED       CGS
 JG0476  HISTORY     - 1934     GOOD             NGS
 JG0476  HISTORY     - 1938     GOOD             NGS
 JG0476  HISTORY     - 19910331 GOOD             NGS
 JG0476  HISTORY     - 19970318 GOOD             NGS
 JG0476
 JG0476                          STATION DESCRIPTION
 JG0476
 JG0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0476'5.3 MI S FROM NESS CITY.
 JG0476'5.3 MILES SOUTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF
 JG0476'STATE HIGHWAY NO. 21.  67.3 FT. EAST OF THE CENTER LINE OF THE
 JG0476'HIGHWAY.  30 FT. NORTH OF THE CENTER OF AN EAST AND WEST SECTION
 JG0476'LINE ROAD.  IN THE S.W. CORNER OF SECTION 20 R 23 W T 19 S.
 JG0476'NOTE-- HWY 21 IS NOW U.S. 283.
 JG0476
 JG0476                          STATION RECOVERY (1938)
 JG0476
 JG0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JG0476'RECOVERED IN GOOD CONDITION.
 JG0476
 JG0476                          STATION RECOVERY (1991)
 JG0476
 JG0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JG0476'FOUND NORTHEAST CORNER OF MONUMENT CHIPPED OFF BY FARM EQUIPEMENT.
 JG0476'MONUMENT APPEARS STABLE THIS SURVEY.
 JG0476'STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH OF NESS CITY, ALONG THE
 JG0476'EAST R-O-W OF U.S.HIGHWAY 283, NORTH R-O-W OF AN EAST-WEST SECTION
 JG0476'LINE ROAD AND IN THE S.W. CORNER OF SECTION 20 R 23 W T 19 S.
 JG0476'OWNERSHIP-KANSAS DEPARTMENT OF TRANSPORTATION.
 JG0476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND STATE
 JG0476'ROUTE 96 IN THE MIDDLE OF NESS CITY, GO SOUTH ALONG U.S. HIGHWAY 283
 JG0476'FOR 5.3 MI (8.5 KM) TO AN EAST-WEST SECTION LINE ROAD AND THE STATION
 JG0476'ON THE LEFT AS DESCRIBED (ABOUT 0.8 MI (1.3 KM) NORTH OF MILE MARKER
 JG0476'NUMBER 101).
 JG0476'STATION IS 67.5 FT (20.6 M) EAST OF THE CENTERLINE OF U.S. HIGHWAY
 JG0476'283, 35.0 FT (10.7 M) NORTH OF THE CENTER OF SECTION LINE ROAD, 30.5
 JG0476'FT (9.3 M) NORTHEAST OF THE NORTH END OF A 30-INCH CONCRETE CULVERT,
 JG0476'1.0 FT (0.3 M) EAST OF A METAL WITNESS POST, AND ABOUT 1.0 FT
 JG0476'(0.3 M) BELOW THE LEVEL OF THE SECTION LINE ROAD.
 JG0476
 JG0476                          STATION RECOVERY (1997)
 JG0476
 JG0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 JG0476'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  ADD 0.2 MI (0.3
 JG0476'KM) SOUTH OF MILE POST 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0389 ***********************************************************************
 JH0389  DESIGNATION -  E 271
 JH0389  PID         -  JH0389
 JH0389  STATE/COUNTY-  KS/WALLACE
 JH0389  USGS QUAD   -  SHARON SPRINGS EAST (1979)
 JH0389
 JH0389                         *CURRENT SURVEY CONTROL
 JH0389  ___________________________________________________________________
 JH0389* NAD 83(1986)-  38 53 38.     (N)    101 44 21.     (W)     SCALED    
 JH0389* NAVD 88     -      1046.151  (meters)    3432.25   (feet)  ADJUSTED  
 JH0389  ___________________________________________________________________
 JH0389  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 JH0389  DYNAMIC HT  -        1045.250 (meters)    3429.29  (feet)  COMP
 JH0389  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 JH0389
 JH0389  VERT ORDER  -  FIRST     CLASS II
 JH0389
 JH0389.The horizontal coordinates were scaled from a topographic map and have
 JH0389.an estimated accuracy of +/- 6 seconds.
 JH0389
 JH0389.The orthometric height was determined by differential leveling
 JH0389.and adjusted by the National Geodetic Survey in June 1991..
 JH0389
 JH0389.The geoid height was determined by GEOID03.
 JH0389
 JH0389.The dynamic height is computed by dividing the NAVD 88
 JH0389.geopotential number by the normal gravity value computed on the
 JH0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0389.degrees latitude (g = 980.6199 gals.).
 JH0389
 JH0389.The modeled gravity was interpolated from observed gravity values.
 JH0389
 JH0389;                    North         East    Units  Estimated Accuracy
 JH0389;SPC KS N     -    68,920.       75,710.      MT  (+/- 180 meters Scaled)
 JH0389
 JH0389                          SUPERSEDED SURVEY CONTROL
 JH0389
 JH0389  NGVD 29 (??/??/92) 1045.733  (m)         3430.88   (f) ADJ UNCH    1 2
 JH0389
 JH0389.Superseded values are not recommended for survey control.
 JH0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0389.See file dsdata.txt to determine how the superseded data were derived.
 JH0389
 JH0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ624085(NAD 83)
 JH0389_MARKER: DB = BENCH MARK DISK
 JH0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0389_STAMPING: E 271 1940
 JH0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0389+STABILITY: SURFACE MOTION
 JH0389
 JH0389  HISTORY     - Date     Condition        Report By
 JH0389  HISTORY     - 1940     MONUMENTED       CGS
 JH0389  HISTORY     - 1952     GOOD             NGS
 JH0389
 JH0389                          STATION DESCRIPTION
 JH0389
 JH0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0389'0.6 MI E FROM SHARON SPRINGS.
 JH0389'0.65 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0389'AT SHARON SPRINGS, 0.25 MILE WEST OF A GROUP OF STOCK PENS,
 JH0389'88 FEET SOUTH OF THE SOUTH RAIL, 11 FEET WEST OF A TELEPHONE
 JH0389'POLE, IN LINE WITH A ROW OF POLES, 3.2 FEET EAST OF A WITNESS
 JH0389'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 JH0389'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0332 ***********************************************************************
 JH0332  DESIGNATION -  E 272
 JH0332  PID         -  JH0332
 JH0332  STATE/COUNTY-  KS/GREELEY
 JH0332  USGS QUAD   -  SELKIRK NW (1970)
 JH0332
 JH0332                         *CURRENT SURVEY CONTROL
 JH0332  ___________________________________________________________________
 JH0332* NAD 83(1997)-  38 27 18.19618(N)    101 40 45.37749(W)     ADJUSTED  
 JH0332* NAVD 88     -      1081.780  (meters)    3549.14   (feet)  ADJUSTED  
 JH0332  ___________________________________________________________________
 JH0332  X           -  -1,012,570.355 (meters)                     COMP
 JH0332  Y           -  -4,898,441.059 (meters)                     COMP
 JH0332  Z           -   3,945,781.385 (meters)                     COMP
 JH0332  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JH0332  ELLIP HEIGHT-        1057.72  (meters)          (08/16/04) GPS OBS
 JH0332  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 JH0332  DYNAMIC HT  -        1080.807 (meters)    3545.95  (feet)  COMP
 JH0332  MODELED GRAV-     979,692.2   (mgal)                       NAVD 88
 JH0332
 JH0332  HORZ ORDER  -  B
 JH0332  VERT ORDER  -  SECOND    CLASS 0
 JH0332  ELLP ORDER  -  FOURTH    CLASS II
 JH0332
 JH0332.The horizontal coordinates were established by GPS observations
 JH0332.and adjusted by the National Geodetic Survey in December 1997..
 JH0332
 JH0332.The orthometric height was determined by differential leveling
 JH0332.and adjusted by the National Geodetic Survey in June 1991..
 JH0332
 JH0332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JH0332
 JH0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0332
 JH0332.The ellipsoidal height was determined by GPS observations
 JH0332.and is referenced to NAD 83.
 JH0332
 JH0332.The geoid height was determined by GEOID03.
 JH0332
 JH0332.The dynamic height is computed by dividing the NAVD 88
 JH0332.geopotential number by the normal gravity value computed on the
 JH0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0332.degrees latitude (g = 980.6199 gals.).
 JH0332
 JH0332.The modeled gravity was interpolated from observed gravity values.
 JH0332
 JH0332;                    North         East     Units Scale Factor Converg.
 JH0332;SPC KS S     -   603,219.940   122,550.468   MT  0.99997983   -1 57 13.5
 JH0332;UTM  14      - 4,259,707.102   266,208.625   MT  1.00027317   -1 40 01.2
 JH0332
 JH0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0332!SPC KS S     -   0.99983406  x   0.99997983  =   0.99981390
 JH0332!UTM  14      -   0.99983406  x   1.00027317  =   1.00010719
 JH0332
 JH0332                          SUPERSEDED SURVEY CONTROL
 JH0332
 JH0332  ELLIP H (12/22/97) 1057.71   (m)                       GP(       ) 4 1
 JH0332  NAVD 88 (12/22/97) 1081.78   (m)         3549.1    (f) LEVELING    3  
 JH0332  NGVD 29 (??/??/92) 1081.345  (m)         3547.71   (f) ADJ UNCH    2 0
 JH0332
 JH0332.Superseded values are not recommended for survey control.
 JH0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0332.See file dsdata.txt to determine how the superseded data were derived.
 JH0332
 JH0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH6620959707(NAD 83)
 JH0332_MARKER: DB = BENCH MARK DISK
 JH0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0332_STAMPING: E 272 1940
 JH0332_MARK LOGO: CGS   
 JH0332_MAGNETIC: N = NO MAGNETIC MATERIAL
 JH0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0332+STABILITY: SURFACE MOTION
 JH0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0332+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1997
 JH0332
 JH0332  HISTORY     - Date     Condition        Report By
 JH0332  HISTORY     - 1940     MONUMENTED       CGS
 JH0332  HISTORY     - 1941     GOOD             NGS
 JH0332  HISTORY     - 19970317 GOOD             NGS
 JH0332
 JH0332                          STATION DESCRIPTION
 JH0332
 JH0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0332'4.1 MI E FROM TRIBUNE.
 JH0332'4.1 MILES EAST OF MISSOURI PACIFIC RAILROAD STATION IN TRIBUNE.
 JH0332'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0332'RAILROAD, AT THE WHITELAW SIDING, 100 YARDS WEST OF THE GRADE
 JH0332'CROSSING AT THE SIDING, 5.3 FEET EAST OF FIRST POLE WEST OF
 JH0332'MILEPOST NO. 724-30, 40.5 FEET NORTH OF CENTER LINE OF MAIN TRACK,
 JH0332'9.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 3.0 FEET WEST OF A
 JH0332'4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT
 JH0332'PROJECTS 0.3 FOOT.
 JH0332
 JH0332                          STATION RECOVERY (1941)
 JH0332
 JH0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JH0332'RECOVERED IN GOOD CONDITION.
 JH0332
 JH0332                          STATION RECOVERY (1997)
 JH0332
 JH0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JH0332'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF TRIBUNE, AT
 JH0332'WHITELAW, JUST NORTH OF THE CO-OP FARMCO INC GRAIN ELEVATORS, NORTH OF
 JH0332'THE MAIN SET OF RAILROAD TRACKS OF THE MISSOURI PACIFIC RAILROAD, AT
 JH0332'THE SIDING.  OWNERSHIP--MISSOURI PACIFIC RAILROAD.  TO REACH THE
 JH0332'STATION FROM THE JUNCTION OF STATE HIGHWAY 96 AND A DIRT COUNTY ROAD
 JH0332'IN WHITELAW, BETWEEN THE GRAIN ELEVATORS AND THE CO-OP SCALE BUILDING
 JH0332'(ONLY JUNCTION AND ROAD IN WHITELAW), GO NORTH FOR 0.08 KM (0.05 MI)
 JH0332'ON THE DIRT ROAD, CROSSING THE RAILROAD TRACKS TO A TRACK ROAD ON THE
 JH0332'NORTH SIDE OF THE TRACKS.  TURN LEFT, WEST FOR 0.08 KM (0.05 MI) ON
 JH0332'THE TRACK ROAD TO THE STATION ON THE RIGHT.  STATION IS 29.2 M (95.8
 JH0332'FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE LONG METAL CO-OP
 JH0332'BUILDING, 11.5 M (37.7 FT) NORTH OF THE NORTH RAIL OF MAIN TRACKS, 2.9
 JH0332'M (9.5 FT) SOUTH OF A RIGHT-OF-WAY FENCE, 1.4 M (4.6 FT) EAST OF A
 JH0332'UTILITY POLE MARKED B.M., ABOUT 0.8 M (2.6 FT) BELOW THE MAIN TRACK
 JH0332'LEVEL AND PROJECTING 20 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0271 ***********************************************************************
 HH0271  DESIGNATION -  E 273
 HH0271  PID         -  HH0271
 HH0271  STATE/COUNTY-  KS/GRANT
 HH0271  USGS QUAD   -  HICKOK (1959)
 HH0271
 HH0271                         *CURRENT SURVEY CONTROL
 HH0271  ___________________________________________________________________
 HH0271* NAD 83(1986)-  37 31 29.     (N)    101 09 39.     (W)     SCALED    
 HH0271* NAVD 88     -       924.821  (meters)    3034.18   (feet)  ADJUSTED  
 HH0271  ___________________________________________________________________
 HH0271  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 HH0271  DYNAMIC HT  -         923.953 (meters)    3031.34  (feet)  COMP
 HH0271  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 HH0271
 HH0271  VERT ORDER  -  SECOND    CLASS 0
 HH0271
 HH0271.The horizontal coordinates were scaled from a topographic map and have
 HH0271.an estimated accuracy of +/- 6 seconds.
 HH0271
 HH0271.The orthometric height was determined by differential leveling
 HH0271.and adjusted by the National Geodetic Survey in June 1991..
 HH0271
 HH0271.The geoid height was determined by GEOID03.
 HH0271
 HH0271.The dynamic height is computed by dividing the NAVD 88
 HH0271.geopotential number by the normal gravity value computed on the
 HH0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0271.degrees latitude (g = 980.6199 gals.).
 HH0271
 HH0271.The modeled gravity was interpolated from observed gravity values.
 HH0271
 HH0271;                    North         East    Units  Estimated Accuracy
 HH0271;SPC KS S     -   498,590.      164,830.      MT  (+/- 180 meters Scaled)
 HH0271
 HH0271                          SUPERSEDED SURVEY CONTROL
 HH0271
 HH0271  NGVD 29 (??/??/92)  924.439  (m)         3032.93   (f) ADJ UNCH    2 0
 HH0271
 HH0271.Superseded values are not recommended for survey control.
 HH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0271.See file dsdata.txt to determine how the superseded data were derived.
 HH0271
 HH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG090552(NAD 83)
 HH0271_MARKER: DB = BENCH MARK DISK
 HH0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0271_STAMPING: E 273 1940
 HH0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0271+STABILITY: SURFACE MOTION
 HH0271
 HH0271  HISTORY     - Date     Condition        Report By
 HH0271  HISTORY     - 1940     MONUMENTED       CGS
 HH0271  HISTORY     - 1963     MARK NOT FOUND   LOCSUR
 HH0271
 HH0271                          STATION DESCRIPTION
 HH0271
 HH0271'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 HH0271'4.8 MI SE FROM HICKOK.
 HH0271'4.8 MILES SOUTHEAST ALONG THE AT AND SF RY. FROM THE C. M. CLARK
 HH0271'GRAIN ELEVATOR AT HICKOK, GRANT COUNTY, 4 POLES SOUTHEAST OF A
 HH0271'ROAD CROSSING, 5.4 FEET SOUTHWEST OF MILEPOST 11, 39 FEET
 HH0271'SOUTHWEST OF THE CENTER LINE OF THE TRACK, AND 7 FEET NORTHEAST
 HH0271'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 273 1940
 HH0271'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK WAS
 HH0271'FOUND DESTROYED.  BASE WAS UPROOTED LYING ON TOP OF GROUND, AND
 HH0271'THE TOP WAS BROKEN OFF.  CAP BEING FORWARDED UNDER SEPARATE
 HH0271'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1118 ***********************************************************************
 JE1118  DESIGNATION -  E 274
 JE1118  PID         -  JE1118
 JE1118  STATE/COUNTY-  KS/ANDERSON
 JE1118  USGS QUAD   -  GARNETT EAST (1983)
 JE1118
 JE1118                         *CURRENT SURVEY CONTROL
 JE1118  ___________________________________________________________________
 JE1118* NAD 83(1986)-  38 21 37.     (N)    095 07 52.     (W)     SCALED    
 JE1118* NAVD 88     -       273.353  (meters)     896.83   (feet)  ADJUSTED  
 JE1118  ___________________________________________________________________
 JE1118  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JE1118  DYNAMIC HT  -         273.157 (meters)     896.18  (feet)  COMP
 JE1118  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 JE1118
 JE1118  VERT ORDER  -  SECOND    CLASS 0
 JE1118
 JE1118.The horizontal coordinates were scaled from a topographic map and have
 JE1118.an estimated accuracy of +/- 6 seconds.
 JE1118
 JE1118.The orthometric height was determined by differential leveling
 JE1118.and adjusted by the National Geodetic Survey in June 1991..
 JE1118
 JE1118.The geoid height was determined by GEOID03.
 JE1118
 JE1118.The dynamic height is computed by dividing the NAVD 88
 JE1118.geopotential number by the normal gravity value computed on the
 JE1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1118.degrees latitude (g = 980.6199 gals.).
 JE1118
 JE1118.The modeled gravity was interpolated from observed gravity values.
 JE1118
 JE1118;                    North         East    Units  Estimated Accuracy
 JE1118;SPC KS S     -   593,290.      694,370.      MT  (+/- 180 meters Scaled)
 JE1118
 JE1118                          SUPERSEDED SURVEY CONTROL
 JE1118
 JE1118  NGVD 29 (??/??/92)  273.220  (m)          896.39   (f) ADJ UNCH    2 0
 JE1118
 JE1118.Superseded values are not recommended for survey control.
 JE1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1118.See file dsdata.txt to determine how the superseded data were derived.
 JE1118
 JE1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC138479(NAD 83)
 JE1118_MARKER: DB = BENCH MARK DISK
 JE1118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1118_SP_SET: ABUTMENT
 JE1118_STAMPING: E 274 1945
 JE1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1118
 JE1118  HISTORY     - Date     Condition        Report By
 JE1118  HISTORY     - 1945     MONUMENTED       CGS
 JE1118  HISTORY     - 1950     GOOD             NGS
 JE1118  HISTORY     - 20010611 MARK NOT FOUND   SKW
 JE1118
 JE1118                          STATION DESCRIPTION
 JE1118
 JE1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1118'AT GREELEY.
 JE1118'AT GREELEY, KANSAS, ON U.S. HIGHWAY NO. 169, IN THE TOP OF THE
 JE1118'NORTH END OF THE WEST ABUTMENT OF THE STEEL AND CONCRETE BRIDGE
 JE1118'ACROSS THE SOUTH FORK POTTAWATOMIE CREEK, 13.0 FEET NORTH OF
 JE1118'AND 1.0 FOOT HIGHER THAN THE CENTER LINE HIGHWAY.  STAMPED
 JE1118'E--274-1945.
 JE1118
 JE1118                          STATION RECOVERY (1950)
 JE1118
 JE1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1118'RECOVERED IN GOOD CONDITION.
 JE1118
 JE1118                          STATION RECOVERY (2001)
 JE1118
 JE1118'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE1118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0716 ***********************************************************************
 KE0716  DESIGNATION -  E 276
 KE0716  PID         -  KE0716
 KE0716  STATE/COUNTY-  KS/DOUGLAS
 KE0716  USGS QUAD   -  MIDLAND (1978)
 KE0716
 KE0716                         *CURRENT SURVEY CONTROL
 KE0716  ___________________________________________________________________
 KE0716* NAD 83(1986)-  39 00 21.     (N)    095 13 22.     (W)     SCALED    
 KE0716* NAVD 88     -       253.625  (meters)     832.10   (feet)  ADJUSTED  
 KE0716  ___________________________________________________________________
 KE0716  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 KE0716  DYNAMIC HT  -         253.459 (meters)     831.56  (feet)  COMP
 KE0716  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 KE0716
 KE0716  VERT ORDER  -  FIRST     CLASS II
 KE0716
 KE0716.This mark is at Lawrence Municipal Airport (LWC)
 KE0716
 KE0716.The horizontal coordinates were scaled from a topographic map and have
 KE0716.an estimated accuracy of +/- 6 seconds.
 KE0716
 KE0716.The orthometric height was determined by differential leveling
 KE0716.and adjusted by the National Geodetic Survey in June 1991..
 KE0716.WARNING-Repeat measurements at this control monument indicate possible
 KE0716.vertical movement.
 KE0716
 KE0716.The geoid height was determined by GEOID03.
 KE0716
 KE0716.The dynamic height is computed by dividing the NAVD 88
 KE0716.geopotential number by the normal gravity value computed on the
 KE0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0716.degrees latitude (g = 980.6199 gals.).
 KE0716
 KE0716.The modeled gravity was interpolated from observed gravity values.
 KE0716
 KE0716;                    North         East    Units  Estimated Accuracy
 KE0716;SPC KS N     -    78,340.      640,520.      MT  (+/- 180 meters Scaled)
 KE0716
 KE0716                          SUPERSEDED SURVEY CONTROL
 KE0716
 KE0716  NGVD 29 (??/??/92)  253.552  (m)          831.86   (f) ADJ UNCH    1 2
 KE0716
 KE0716.Superseded values are not recommended for survey control.
 KE0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0716.See file dsdata.txt to determine how the superseded data were derived.
 KE0716
 KE0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD075197(NAD 83)
 KE0716_MARKER: DB = BENCH MARK DISK
 KE0716_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KE0716_SP_SET: FOOTING
 KE0716_STAMPING: E 276 1945
 KE0716_MARK LOGO: CGS   
 KE0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0716+STABILITY: SURFACE MOTION
 KE0716
 KE0716  HISTORY     - Date     Condition        Report By
 KE0716  HISTORY     - 1945     MONUMENTED       CGS
 KE0716  HISTORY     - 1958     GOOD             NGS
 KE0716  HISTORY     - 1986     GOOD             NGS
 KE0716
 KE0716                          STATION DESCRIPTION
 KE0716
 KE0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0716'AT LAWRENCE.
 KE0716'AT LAWRENCE MUNICIPAL AIRPORT, DOUGLAS COUNTY, AT THE MAIN
 KE0716'HANGAR, IN THE CONCRETE FOUNDATION, 3.5 FEET WEST OF THE SOUTHEAST
 KE0716'CORNER OF THE BUILDING, AND 0.3 FOOT SOUTH OF THE CENTER OF
 KE0716'THE EAST SECTION OF A FOLDING DOOR.  A STANDARD DISK, STAMPED
 KE0716'E 276 1945.
 KE0716
 KE0716                          STATION RECOVERY (1986)
 KE0716
 KE0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1104 ***********************************************************************
 JE1104  DESIGNATION -  E 277
 JE1104  PID         -  JE1104
 JE1104  STATE/COUNTY-  KS/LINN
 JE1104  USGS QUAD   -  BLUE MOUND (1966)
 JE1104
 JE1104                         *CURRENT SURVEY CONTROL
 JE1104  ___________________________________________________________________
 JE1104* NAD 83(1986)-  38 05 44.     (N)    095 00 24.     (W)     SCALED    
 JE1104* NAVD 88     -       320.093  (meters)    1050.17   (feet)  ADJUSTED  
 JE1104  ___________________________________________________________________
 JE1104  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JE1104  DYNAMIC HT  -         319.855 (meters)    1049.39  (feet)  COMP
 JE1104  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 JE1104
 JE1104  VERT ORDER  -  SECOND    CLASS 0
 JE1104
 JE1104.The horizontal coordinates were scaled from a topographic map and have
 JE1104.an estimated accuracy of +/- 6 seconds.
 JE1104
 JE1104.The orthometric height was determined by differential leveling
 JE1104.and adjusted by the National Geodetic Survey in June 1991..
 JE1104
 JE1104.The geoid height was determined by GEOID03.
 JE1104
 JE1104.The dynamic height is computed by dividing the NAVD 88
 JE1104.geopotential number by the normal gravity value computed on the
 JE1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1104.degrees latitude (g = 980.6199 gals.).
 JE1104
 JE1104.The modeled gravity was interpolated from observed gravity values.
 JE1104
 JE1104;                    North         East    Units  Estimated Accuracy
 JE1104;SPC KS S     -   564,330.      706,340.      MT  (+/- 180 meters Scaled)
 JE1104
 JE1104                          SUPERSEDED SURVEY CONTROL
 JE1104
 JE1104  NGVD 29 (??/??/92)  319.952  (m)         1049.71   (f) ADJ UNCH    2 0
 JE1104
 JE1104.Superseded values are not recommended for survey control.
 JE1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1104.See file dsdata.txt to determine how the superseded data were derived.
 JE1104
 JE1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC240183(NAD 83)
 JE1104_MARKER: DB = BENCH MARK DISK
 JE1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1104_SP_SET: CULVERT
 JE1104_STAMPING: E 277 1945
 JE1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1104+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 JE1104
 JE1104  HISTORY     - Date     Condition        Report By
 JE1104  HISTORY     - 1945     MONUMENTED       CGS
 JE1104  HISTORY     - 1951     GOOD             NGS
 JE1104  HISTORY     - 20010611 GOOD             SKW
 JE1104
 JE1104                          STATION DESCRIPTION
 JE1104
 JE1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1104'0.3 MI E FROM BLUE MOUND.
 JE1104'0.3 MILE EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE1104'RAILROAD FROM THE FARMERS CO-OP ELEVATOR AT BLUE MOUND, LINN
 JE1104'COUNTY, 83 YARDS EAST OF THE CROSSING OF AN EAST-AND-WEST DIRT
 JE1104'ROAD, 140 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD ROADBED,
 JE1104'AT THE NORTHWEST SIDE OF A CURVE IN STATE HIGHWAY 52, 16 FEET
 JE1104'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT A 2- BY 8-FOOT
 JE1104'CONCRETE CULVERT, IN THE TOP OF THE NORTHWEST WING WALL, AND
 JE1104'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED E 277 1945.
 JE1104
 JE1104                          STATION RECOVERY (1951)
 JE1104
 JE1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1104'RECOVERED IN GOOD CONDITION.
 JE1104
 JE1104                          STATION RECOVERY (2001)
 JE1104
 JE1104'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE1104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2084 ***********************************************************************
 JE2084  DESIGNATION -  E 278 RESET
 JE2084  PID         -  JE2084
 JE2084  STATE/COUNTY-  KS/COFFEY
 JE2084  USGS QUAD   -  LE ROY (1971)
 JE2084
 JE2084                         *CURRENT SURVEY CONTROL
 JE2084  ___________________________________________________________________
 JE2084* NAD 83(1986)-  38 04 54.     (N)    095 40 16.     (W)     SCALED    
 JE2084* NAVD 88     -       306.42   (meters)    1005.3    (feet)  RESET     
 JE2084  ___________________________________________________________________
 JE2084  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JE2084
 JE2084  VERT ORDER  -  THIRD
 JE2084
 JE2084.The horizontal coordinates were scaled from a topographic map and have
 JE2084.an estimated accuracy of +/- 6 seconds.
 JE2084
 JE2084.The orthometric height was computed from unverified reset data.
 JE2084
 JE2084.The geoid height was determined by GEOID03.
 JE2084
 JE2084;                    North         East    Units  Estimated Accuracy
 JE2084;SPC KS S     -   560,810.      648,140.      MT  (+/- 180 meters Scaled)
 JE2084
 JE2084                          SUPERSEDED SURVEY CONTROL
 JE2084
 JE2084  NGVD 29 (03/09/04)  306.27   (m)         1004.8    (f) RESET       3  
 JE2084
 JE2084.Superseded values are not recommended for survey control.
 JE2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2084.See file dsdata.txt to determine how the superseded data were derived.
 JE2084
 JE2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC657182(NAD 83)
 JE2084_MARKER: DV = VERTICAL CONTROL DISK
 JE2084_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JE2084_SP_SET: PREFAB CONC. POST IN EARTH
 JE2084_STAMPING: E 278 RESET 1985
 JE2084_MARK LOGO: NGS   
 JE2084_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE2084
 JE2084  HISTORY     - Date     Condition        Report By
 JE2084  HISTORY     - 1985     MONUMENTED       KSDT
 JE2084
 JE2084                          STATION DESCRIPTION
 JE2084
 JE2084'DESCRIBED BY KANSAS DEPARTMENT OF TRANSPORTATION 1985
 JE2084'2.2 MILES WEST ALONG STATE HIGHWAY 57 FROM MISSOURI PACIFIC RAILROAD
 JE2084'CROSSING IN LEROY, AT HIGHWAY BRIDGE 57-16-17.85 IN THE TOP OF THE
 JE2084'NORTHEAST CONCRETE GUARDRAIL POST, 19 FEET NORTH OF THE CENTERLINE OF
 JE2084'THE HIGHWAY AND ABOUT 2.5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0444 ***********************************************************************
 JF0444  DESIGNATION -  E 279
 JF0444  PID         -  JF0444
 JF0444  STATE/COUNTY-  KS/DICKINSON
 JF0444  USGS QUAD   -  CHAPMAN (1979)
 JF0444
 JF0444                         *CURRENT SURVEY CONTROL
 JF0444  ___________________________________________________________________
 JF0444* NAD 83(1986)-  38 57 59.     (N)    097 02 34.     (W)     SCALED    
 JF0444* NAVD 88     -       341.926  (meters)    1121.80   (feet)  ADJUSTED  
 JF0444  ___________________________________________________________________
 JF0444  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 JF0444  DYNAMIC HT  -         341.686 (meters)    1121.01  (feet)  COMP
 JF0444  MODELED GRAV-     979,917.9   (mgal)                       NAVD 88
 JF0444
 JF0444  VERT ORDER  -  FIRST     CLASS II
 JF0444
 JF0444.The horizontal coordinates were scaled from a topographic map and have
 JF0444.an estimated accuracy of +/- 6 seconds.
 JF0444
 JF0444.The orthometric height was determined by differential leveling
 JF0444.and adjusted by the National Geodetic Survey in June 1991..
 JF0444
 JF0444.The geoid height was determined by GEOID03.
 JF0444
 JF0444.The dynamic height is computed by dividing the NAVD 88
 JF0444.geopotential number by the normal gravity value computed on the
 JF0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0444.degrees latitude (g = 980.6199 gals.).
 JF0444
 JF0444.The modeled gravity was interpolated from observed gravity values.
 JF0444
 JF0444;                    North         East    Units  Estimated Accuracy
 JF0444;SPC KS N     -    70,710.      482,960.      MT  (+/- 180 meters Scaled)
 JF0444
 JF0444                          SUPERSEDED SURVEY CONTROL
 JF0444
 JF0444  NGVD 29 (??/??/92)  341.804  (m)         1121.40   (f) ADJ UNCH    1 2
 JF0444
 JF0444.Superseded values are not recommended for survey control.
 JF0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0444.See file dsdata.txt to determine how the superseded data were derived.
 JF0444
 JF0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ695148(NAD 83)
 JF0444_MARKER: DB = BENCH MARK DISK
 JF0444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0444_SP_SET: ABUTMENT
 JF0444_STAMPING: E 279 1947
 JF0444_MARK LOGO: CGS   
 JF0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0444+STABILITY: SURFACE MOTION
 JF0444
 JF0444  HISTORY     - Date     Condition        Report By
 JF0444  HISTORY     - 1947     MONUMENTED       CGS
 JF0444  HISTORY     - 1961     GOOD             NGS
 JF0444  HISTORY     - 1986     GOOD             NGS
 JF0444
 JF0444                          STATION DESCRIPTION
 JF0444
 JF0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0444'1.4 MI SW FROM CHAPMAN.
 JF0444'1.35 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0444'STATION AT CHAPMAN, AT THE NORTHEAST END OF STEEL PLATE BRIDGE
 JF0444'NO. 153.66, 4.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 JF0444'TRACK, 3.4 FEET BELOW THE BASE OF THE RAILS, SET IN THE TOP OF
 JF0444'AND 5.0 FEET NORTHWEST OF THE SOUTHEAST END OF AND 1.9 FOOT
 JF0444'NORTHEAST OF THE SOUTHWEST SIDE OF THE BRIDGE SOCKET PORTION
 JF0444'OF THE NORTHEAST CONCRETE ABUTMENT OF THE BRIDGE.
 JF0444
 JF0444                          STATION RECOVERY (1961)
 JF0444
 JF0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0444'RECOVERED IN GOOD CONDITION.
 JF0444
 JF0444                          STATION RECOVERY (1986)
 JF0444
 JF0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0444'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.2 KM (10.0
 JF0444'MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0444'ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0017 ***********************************************************************
 HH0017  DESIGNATION -  E 28
 HH0017  PID         -  HH0017
 HH0017  STATE/COUNTY-  KS/FORD
 HH0017  USGS QUAD   -  DODGE CITY (1984)
 HH0017
 HH0017                         *CURRENT SURVEY CONTROL
 HH0017  ___________________________________________________________________
 HH0017* NAD 83(1986)-  37 46 48.     (N)    100 00 53.     (W)     SCALED    
 HH0017* NAVD 88     -       789.818  (meters)    2591.26   (feet)  ADJUSTED  
 HH0017  ___________________________________________________________________
 HH0017  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 HH0017  DYNAMIC HT  -         789.136 (meters)    2589.02  (feet)  COMP
 HH0017  MODELED GRAV-     979,739.6   (mgal)                       NAVD 88
 HH0017
 HH0017  VERT ORDER  -  SECOND    CLASS 0
 HH0017
 HH0017.The horizontal coordinates were scaled from a topographic map and have
 HH0017.an estimated accuracy of +/- 6 seconds.
 HH0017
 HH0017.The orthometric height was determined by differential leveling
 HH0017.and adjusted by the National Geodetic Survey in June 1991..
 HH0017
 HH0017.The geoid height was determined by GEOID03.
 HH0017
 HH0017.The dynamic height is computed by dividing the NAVD 88
 HH0017.geopotential number by the normal gravity value computed on the
 HH0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0017.degrees latitude (g = 980.6199 gals.).
 HH0017
 HH0017.The modeled gravity was interpolated from observed gravity values.
 HH0017
 HH0017;                    North         East    Units  Estimated Accuracy
 HH0017;SPC KS S     -   524,650.      266,580.      MT  (+/- 180 meters Scaled)
 HH0017
 HH0017                          SUPERSEDED SURVEY CONTROL
 HH0017
 HH0017  NGVD 29 (??/??/92)  789.489  (m)         2590.18   (f) ADJ UNCH    2 0
 HH0017
 HH0017.Superseded values are not recommended for survey control.
 HH0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0017.See file dsdata.txt to determine how the superseded data were derived.
 HH0017
 HH0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG106818(NAD 83)
 HH0017_MARKER: DB = BENCH MARK DISK
 HH0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0017_STAMPING: E 28 1934
 HH0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0017+STABILITY: SURFACE MOTION
 HH0017
 HH0017  HISTORY     - Date     Condition        Report By
 HH0017  HISTORY     - 1934     MONUMENTED       CGS
 HH0017  HISTORY     - 1964     GOOD             NGS
 HH0017  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0017
 HH0017                          STATION DESCRIPTION
 HH0017
 HH0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0017'1.9 MI N FROM DODGE CITY.
 HH0017'1.9 MILES NORTH BY HIGHWAY 283.  LOCATED ALONG THE R. OF W. OF
 HH0017'HIGHWAY NO. U.S. 50S.  IN THE NE CORNER OF SECTION 23 R 25 W.
 HH0017'T 26 S.  124 FEET SOUTH OF THE CENTER OF SECTION LINE ROAD.  74
 HH0017'FEET SOUTH OF THE CENTER OF HIGHWAY 50S.  66 FEET SOUTH BY EAST
 HH0017'OF THE CENTER OF HIGHWAY NO. U.S. 50S ON CURVE.  45 FEET WEST OF
 HH0017'THE CENTER OF SECTION LINE ROAD.  25 FEET SW OF KT AND T CO.
 HH0017'POLE NO. RS 133.  APPROX. 100 YARDS SW OF MAYTIUM COTTAGE
 HH0017'COURT.  A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT.
 HH0017
 HH0017                          STATION RECOVERY (1964)
 HH0017
 HH0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HH0017'RECOVERED IN GOOD CONDITION.
 HH0017
 HH0017                          STATION RECOVERY (1986)
 HH0017
 HH0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0017'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0175 ***********************************************************************
 KE0175  DESIGNATION -  E 280
 KE0175  PID         -  KE0175
 KE0175  STATE/COUNTY-  KS/LEAVENWORTH
 KE0175  USGS QUAD   -  LEAVENWORTH (1984)
 KE0175
 KE0175                         *CURRENT SURVEY CONTROL
 KE0175  ___________________________________________________________________
 KE0175* NAD 83(1986)-  39 20 10.     (N)    094 54 57.     (W)     SCALED    
 KE0175* NAVD 88     -       243.530  (meters)     798.98   (feet)  ADJUSTED  
 KE0175  ___________________________________________________________________
 KE0175  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KE0175  DYNAMIC HT  -         243.377 (meters)     798.48  (feet)  COMP
 KE0175  MODELED GRAV-     979,993.3   (mgal)                       NAVD 88
 KE0175
 KE0175  VERT ORDER  -  FIRST     CLASS II
 KE0175
 KE0175.The horizontal coordinates were scaled from a topographic map and have
 KE0175.an estimated accuracy of +/- 6 seconds.
 KE0175
 KE0175.The orthometric height was determined by differential leveling
 KE0175.and adjusted by the National Geodetic Survey in June 1991..
 KE0175
 KE0175.The geoid height was determined by GEOID03.
 KE0175
 KE0175.The dynamic height is computed by dividing the NAVD 88
 KE0175.geopotential number by the normal gravity value computed on the
 KE0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0175.degrees latitude (g = 980.6199 gals.).
 KE0175
 KE0175.The modeled gravity was interpolated from observed gravity values.
 KE0175
 KE0175;                    North         East    Units  Estimated Accuracy
 KE0175;SPC KS N     -   115,850.      665,840.      MT  (+/- 180 meters Scaled)
 KE0175
 KE0175                          SUPERSEDED SURVEY CONTROL
 KE0175
 KE0175  NGVD 29 (??/??/92)  243.443  (m)          798.70   (f) ADJ UNCH    1 2
 KE0175
 KE0175.Superseded values are not recommended for survey control.
 KE0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0175.See file dsdata.txt to determine how the superseded data were derived.
 KE0175
 KE0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD348558(NAD 83)
 KE0175_MARKER: DB = BENCH MARK DISK
 KE0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0175_SP_SET: BUILDING
 KE0175_STAMPING: E 280 1948
 KE0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0175
 KE0175  HISTORY     - Date     Condition        Report By
 KE0175  HISTORY     - 1948     MONUMENTED       CGS
 KE0175  HISTORY     - 1951     GOOD             NGS
 KE0175
 KE0175                          STATION DESCRIPTION
 KE0175
 KE0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0175'AT FORT LEAVENWORTH.
 KE0175'AT FORT LEAVENWORTH, ABOUT 0.3 MILE EAST OF STATE HIGHWAY 92,
 KE0175'ABOUT 0.2 MILE WEST OF A POINT ON THE MISSOURI PACIFIC RAILWAY
 KE0175'MAIN TRACK WHICH IS 0.35 MILE SOUTH OF STATE HIGHWAY 92 BRIDGE
 KE0175'OVER THE MISSOURI RIVER, IN THE SOUTH FACE OF AND AT THE SOUTHEAST
 KE0175'CORNER OF THE POST ENGINEERS WAREHOUSE BUILDING 341 WHICH IS
 KE0175'LOCATED NORTH OF CORRAL CREEK, 4.4 FEET WEST OF THE SOUTHEAST
 KE0175'CORNER OF THE BUILDING, AND 2.8 FEET ABOVE LOADING DOCK LEVEL.
 KE0175
 KE0175                          STATION RECOVERY (1951)
 KE0175
 KE0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0585 ***********************************************************************
 KE0585  DESIGNATION -  E 281
 KE0585  PID         -  KE0585
 KE0585  STATE/COUNTY-  KS/ATCHISON
 KE0585  USGS QUAD   -  OAK MILLS (1984)
 KE0585
 KE0585                         *CURRENT SURVEY CONTROL
 KE0585  ___________________________________________________________________
 KE0585* NAD 83(1986)-  39 27 07.     (N)    095 01 07.     (W)     SCALED    
 KE0585* NAVD 88     -       238.443  (meters)     782.29   (feet)  ADJUSTED  
 KE0585  ___________________________________________________________________
 KE0585  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 KE0585  DYNAMIC HT  -         238.295 (meters)     781.81  (feet)  COMP
 KE0585  MODELED GRAV-     979,999.9   (mgal)                       NAVD 88
 KE0585
 KE0585  VERT ORDER  -  FIRST     CLASS II
 KE0585
 KE0585.The horizontal coordinates were scaled from a topographic map and have
 KE0585.an estimated accuracy of +/- 6 seconds.
 KE0585
 KE0585.The orthometric height was determined by differential leveling
 KE0585.and adjusted by the National Geodetic Survey in June 1991..
 KE0585
 KE0585.The geoid height was determined by GEOID03.
 KE0585
 KE0585.The dynamic height is computed by dividing the NAVD 88
 KE0585.geopotential number by the normal gravity value computed on the
 KE0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0585.degrees latitude (g = 980.6199 gals.).
 KE0585
 KE0585.The modeled gravity was interpolated from observed gravity values.
 KE0585
 KE0585;                    North         East    Units  Estimated Accuracy
 KE0585;SPC KS N     -   128,400.      656,560.      MT  (+/- 180 meters Scaled)
 KE0585
 KE0585                          SUPERSEDED SURVEY CONTROL
 KE0585
 KE0585  NGVD 29 (??/??/92)  238.346  (m)          781.97   (f) ADJ UNCH    1 2
 KE0585
 KE0585.Superseded values are not recommended for survey control.
 KE0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0585.See file dsdata.txt to determine how the superseded data were derived.
 KE0585
 KE0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD263688(NAD 83)
 KE0585_MARKER: DB = BENCH MARK DISK
 KE0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0585_STAMPING: E 281 1948
 KE0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0585+STABILITY: SURFACE MOTION
 KE0585
 KE0585  HISTORY     - Date     Condition        Report By
 KE0585  HISTORY     - 1948     MONUMENTED       CGS
 KE0585  HISTORY     - 1951     GOOD             NGS
 KE0585
 KE0585                          STATION DESCRIPTION
 KE0585
 KE0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0585'0.6 MI NW FROM OAK MILLS.
 KE0585'0.6 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0585'STONE GARAGE OF ELMER RHODES AT OAK MILLS, 4 1/2 POLES SOUTHEAST
 KE0585'OF MILEPOST 321-10, AT THE NORTHWEST END OF OAK MILLS SIDING,
 KE0585'15 RAILS SOUTHEAST OF SIDING SWITCH 11, 168.5 FEET SOUTHEAST OF
 KE0585'A RAILWAY SIGNAL CASE, 90.0 FEET SOUTHWEST OF THE MISSOURI RIVER
 KE0585'BANK, 34.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI
 KE0585'PACIFIC TRACK, 1.6 FEET NORTHWEST OF A REFERENCE POST, AND SET
 KE0585'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 KE0585'GROUND.  NOTE-- USGS REPORT - MAY 1961 - BM PRESUMED DESTROYED.
 KE0585'NEW CONSTRUCTION AROUND AREA WHERE BM IS DESCRIBED.
 KE0585
 KE0585                          STATION RECOVERY (1951)
 KE0585
 KE0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0203 ***********************************************************************
 KE0203  DESIGNATION -  E 282
 KE0203  PID         -  KE0203
 KE0203  STATE/COUNTY-  KS/WYANDOTTE
 KE0203  USGS QUAD   -  PARKVILLE (1991)
 KE0203
 KE0203                         *CURRENT SURVEY CONTROL
 KE0203  ___________________________________________________________________
 KE0203* NAD 83(1986)-  39 10 01.     (N)    094 44 04.     (W)     SCALED    
 KE0203* NAVD 88     -       231.964  (meters)     761.04   (feet)  ADJUSTED  
 KE0203  ___________________________________________________________________
 KE0203  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KE0203  DYNAMIC HT  -         231.814 (meters)     760.54  (feet)  COMP
 KE0203  MODELED GRAV-     979,975.8   (mgal)                       NAVD 88
 KE0203
 KE0203  VERT ORDER  -  FIRST     CLASS II
 KE0203
 KE0203.The horizontal coordinates were scaled from a topographic map and have
 KE0203.an estimated accuracy of +/- 6 seconds.
 KE0203
 KE0203.The orthometric height was determined by differential leveling
 KE0203.and adjusted by the National Geodetic Survey in June 1991..
 KE0203
 KE0203.The geoid height was determined by GEOID03.
 KE0203
 KE0203.The dynamic height is computed by dividing the NAVD 88
 KE0203.geopotential number by the normal gravity value computed on the
 KE0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0203.degrees latitude (g = 980.6199 gals.).
 KE0203
 KE0203.The modeled gravity was interpolated from observed gravity values.
 KE0203
 KE0203;                    North         East    Units  Estimated Accuracy
 KE0203;SPC KS N     -    97,630.      682,140.      MT  (+/- 180 meters Scaled)
 KE0203
 KE0203                          SUPERSEDED SURVEY CONTROL
 KE0203
 KE0203  NGVD 29 (??/??/92)  231.879  (m)          760.76   (f) ADJ UNCH    1 2
 KE0203
 KE0203.Superseded values are not recommended for survey control.
 KE0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0203.See file dsdata.txt to determine how the superseded data were derived.
 KE0203
 KE0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD501367(NAD 83)
 KE0203_MARKER: DB = BENCH MARK DISK
 KE0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0203_SP_SET: CULVERT
 KE0203_STAMPING: E 282 1948
 KE0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0203
 KE0203  HISTORY     - Date     Condition        Report By
 KE0203  HISTORY     - 1948     MONUMENTED       CGS
 KE0203  HISTORY     - 1951     GOOD             NGS
 KE0203
 KE0203                          STATION DESCRIPTION
 KE0203
 KE0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0203'1.5 MI E FROM POMEROY.
 KE0203'1.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0203'CROSSING OF THE DIRT ROAD AND RAILROAD AT POMEROY, SET IN THE
 KE0203'WEST END OF THE SOUTH HEADWALL OF CONCRETE CULVERT UNDER THE
 KE0203'MISSOURI PACIFIC TRACK, 1 1/2 POLES WEST OF MILEPOST 294-30,
 KE0203'13.0 FEET SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC TRACK,
 KE0203'1.2 FEET EAST OF THE WEST END OF THE HEADWALL.
 KE0203
 KE0203                          STATION RECOVERY (1951)
 KE0203
 KE0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0435 ***********************************************************************
 JF0435  DESIGNATION -  E 283
 JF0435  PID         -  JF0435
 JF0435  STATE/COUNTY-  KS/DICKINSON
 JF0435  USGS QUAD   -  CHAPMAN (1979)
 JF0435
 JF0435                         *CURRENT SURVEY CONTROL
 JF0435  ___________________________________________________________________
 JF0435* NAD 83(1986)-  38 58 17.     (N)    097 00 01.     (W)     SCALED    
 JF0435* NAVD 88     -       338.090  (meters)    1109.22   (feet)  ADJUSTED  
 JF0435  ___________________________________________________________________
 JF0435  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 JF0435  DYNAMIC HT  -         337.853 (meters)    1108.44  (feet)  COMP
 JF0435  MODELED GRAV-     979,918.5   (mgal)                       NAVD 88
 JF0435
 JF0435  VERT ORDER  -  FIRST     CLASS II
 JF0435
 JF0435.The horizontal coordinates were scaled from a topographic map and have
 JF0435.an estimated accuracy of +/- 6 seconds.
 JF0435
 JF0435.The orthometric height was determined by differential leveling
 JF0435.and adjusted by the National Geodetic Survey in June 1991..
 JF0435
 JF0435.The geoid height was determined by GEOID03.
 JF0435
 JF0435.The dynamic height is computed by dividing the NAVD 88
 JF0435.geopotential number by the normal gravity value computed on the
 JF0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0435.degrees latitude (g = 980.6199 gals.).
 JF0435
 JF0435.The modeled gravity was interpolated from observed gravity values.
 JF0435
 JF0435;                    North         East    Units  Estimated Accuracy
 JF0435;SPC KS N     -    71,310.      486,630.      MT  (+/- 180 meters Scaled)
 JF0435
 JF0435                          SUPERSEDED SURVEY CONTROL
 JF0435
 JF0435  NGVD 29 (??/??/92)  337.967  (m)         1108.81   (f) ADJ UNCH    1 2
 JF0435
 JF0435.Superseded values are not recommended for survey control.
 JF0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0435.See file dsdata.txt to determine how the superseded data were derived.
 JF0435
 JF0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ732155(NAD 83)
 JF0435_MARKER: DB = BENCH MARK DISK
 JF0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0435_SP_SET: CONCRETE POST
 JF0435_STAMPING: E 283 1947
 JF0435_MARK LOGO: CGS   
 JF0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0435+STABILITY: SURFACE MOTION
 JF0435
 JF0435  HISTORY     - Date     Condition        Report By
 JF0435  HISTORY     - 1947     MONUMENTED       CGS
 JF0435  HISTORY     - 1986     GOOD             NGS
 JF0435
 JF0435                          STATION DESCRIPTION
 JF0435
 JF0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0435'1 MI E FROM CHAPMAN.
 JF0435'1.0 MILE EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 JF0435'AT CHAPMAN, AT A ROAD CROSSING, 12 POLES WEST OF MILEPOST 151,
 JF0435'175.0 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 45.0 FEET
 JF0435'SOUTH OF THE SOUTH RAIL OF THE TRACK AND 2 FEET LOWER, 41.0 FEET
 JF0435'WEST OF THE THIRD TELEGRAPH POLE EAST OF THE ROAD CROSSING
 JF0435'(THIS POLE IS IN THE MOST SOUTHERLY ROW OF POLES), 2.0 FEET EAST
 JF0435'OF A REFERENCE POST, 1.5 FEET NORTH OF A FENCE, SET IN THE TOP
 JF0435'OF A CONCRETE POST AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JF0435
 JF0435                          STATION RECOVERY (1986)
 JF0435
 JF0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0435'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  18.9 KM (11.7
 JF0435'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0435'JUNCTION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0545 ***********************************************************************
 KF0545  DESIGNATION -  E 286
 KF0545  PID         -  KF0545
 KF0545  STATE/COUNTY-  KS/CLOUD
 KF0545  USGS QUAD   -  RICE (1965)
 KF0545
 KF0545                         *CURRENT SURVEY CONTROL
 KF0545  ___________________________________________________________________
 KF0545* NAD 83(1986)-  39 31 28.     (N)    097 35 19.     (W)     SCALED    
 KF0545* NAVD 88     -       444.883  (meters)    1459.59   (feet)  ADJUSTED  
 KF0545  ___________________________________________________________________
 KF0545  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 KF0545  DYNAMIC HT  -         444.605 (meters)    1458.67  (feet)  COMP
 KF0545  MODELED GRAV-     979,987.0   (mgal)                       NAVD 88
 KF0545
 KF0545  VERT ORDER  -  FIRST     CLASS II
 KF0545
 KF0545.The horizontal coordinates were scaled from a topographic map and have
 KF0545.an estimated accuracy of +/- 6 seconds.
 KF0545
 KF0545.The orthometric height was determined by differential leveling
 KF0545.and adjusted by the National Geodetic Survey in June 1991..
 KF0545
 KF0545.The geoid height was determined by GEOID03.
 KF0545
 KF0545.The dynamic height is computed by dividing the NAVD 88
 KF0545.geopotential number by the normal gravity value computed on the
 KF0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0545.degrees latitude (g = 980.6199 gals.).
 KF0545
 KF0545.The modeled gravity was interpolated from observed gravity values.
 KF0545
 KF0545;                    North         East    Units  Estimated Accuracy
 KF0545;SPC KS N     -   132,310.      435,370.      MT  (+/- 180 meters Scaled)
 KF0545
 KF0545                          SUPERSEDED SURVEY CONTROL
 KF0545
 KF0545  NGVD 29 (??/??/92)  444.743  (m)         1459.13   (f) ADJ UNCH    1 2
 KF0545
 KF0545.Superseded values are not recommended for survey control.
 KF0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0545.See file dsdata.txt to determine how the superseded data were derived.
 KF0545
 KF0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ213759(NAD 83)
 KF0545_MARKER: DB = BENCH MARK DISK
 KF0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0545_SP_SET: BRIDGE
 KF0545_STAMPING: E 286 1947
 KF0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0545
 KF0545  HISTORY     - Date     Condition        Report By
 KF0545  HISTORY     - 1947     MONUMENTED       CGS
 KF0545
 KF0545                          STATION DESCRIPTION
 KF0545
 KF0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0545'5.4 MI SE FROM CONCORDIA.
 KF0545'5.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0545'RAILROAD FROM THE STATION AT CONCORDIA, AT HUSCHER, IN THE WEST
 KF0545'END OF THE SOUTH WALL OF AN EAST-WEST SECTION LINE ROAD BRIDGE,
 KF0545'121.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 KF0545'20.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.2 FEET EAST
 KF0545'OF THE WEST END OF THE WALL AND ABOUT LEVEL WITH THE ROAD, SET
 KF0545'IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0605 ***********************************************************************
 KF0605  DESIGNATION -  E 287
 KF0605  PID         -  KF0605
 KF0605  STATE/COUNTY-  KS/JEWELL
 KF0605  USGS QUAD   -  COURTLAND (1969)
 KF0605
 KF0605                         *CURRENT SURVEY CONTROL
 KF0605  ___________________________________________________________________
 KF0605* NAD 83(1986)-  39 46 40.     (N)    097 58 05.     (W)     SCALED    
 KF0605* NAVD 88     -       446.801  (meters)    1465.88   (feet)  ADJUSTED  
 KF0605  ___________________________________________________________________
 KF0605  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 KF0605  DYNAMIC HT  -         446.535 (meters)    1465.01  (feet)  COMP
 KF0605  MODELED GRAV-     980,017.5   (mgal)                       NAVD 88
 KF0605
 KF0605  VERT ORDER  -  FIRST     CLASS II
 KF0605
 KF0605.The horizontal coordinates were scaled from a topographic map and have
 KF0605.an estimated accuracy of +/- 6 seconds.
 KF0605
 KF0605.The orthometric height was determined by differential leveling
 KF0605.and adjusted by the National Geodetic Survey in June 1991..
 KF0605
 KF0605.The geoid height was determined by GEOID03.
 KF0605
 KF0605.The dynamic height is computed by dividing the NAVD 88
 KF0605.geopotential number by the normal gravity value computed on the
 KF0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0605.degrees latitude (g = 980.6199 gals.).
 KF0605
 KF0605.The modeled gravity was interpolated from observed gravity values.
 KF0605
 KF0605;                    North         East    Units  Estimated Accuracy
 KF0605;SPC KS N     -   160,360.      402,740.      MT  (+/- 180 meters Scaled)
 KF0605
 KF0605                          SUPERSEDED SURVEY CONTROL
 KF0605
 KF0605  NGVD 29 (??/??/92)  446.653  (m)         1465.39   (f) ADJ UNCH    1 2
 KF0605
 KF0605.Superseded values are not recommended for survey control.
 KF0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0605.See file dsdata.txt to determine how the superseded data were derived.
 KF0605
 KF0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK883036(NAD 83)
 KF0605_MARKER: DB = BENCH MARK DISK
 KF0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0605_STAMPING: E 287 1947
 KF0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0605+STABILITY: SURFACE MOTION
 KF0605
 KF0605  HISTORY     - Date     Condition        Report By
 KF0605  HISTORY     - 1947     MONUMENTED       CGS
 KF0605
 KF0605                          STATION DESCRIPTION
 KF0605
 KF0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0605'1.3 MI E FROM FORMOSO.
 KF0605'1.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KF0605'RAILROAD FROM THE STATION AT FORMOSO, 0.1 MILE EAST OF RAILROAD
 KF0605'OVERPASS NO. 208.7, 1 1/2 POLES WEST OF MILEPOST 208.5, 43.8
 KF0605'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, AT THE EAST END OF
 KF0605'LONG FILL, 1.0 FOOT NORTH OF A FENCE, 1.4 FEET WEST OF A REFERENCE
 KF0605'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 KF0605'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0033 ***********************************************************************
 KG0033  DESIGNATION -  E 288
 KG0033  PID         -  KG0033
 KG0033  STATE/COUNTY-  KS/JEWELL
 KG0033  USGS QUAD   -  WEBBER (1969)
 KG0033
 KG0033                         *CURRENT SURVEY CONTROL
 KG0033  ___________________________________________________________________
 KG0033* NAD 83(1986)-  39 56 49.     (N)    098 02 34.     (W)     SCALED    
 KG0033* NAVD 88     -       508.802  (meters)    1669.29   (feet)  ADJUSTED  
 KG0033  ___________________________________________________________________
 KG0033  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 KG0033  DYNAMIC HT  -         508.500 (meters)    1668.30  (feet)  COMP
 KG0033  MODELED GRAV-     980,016.2   (mgal)                       NAVD 88
 KG0033
 KG0033  VERT ORDER  -  FIRST     CLASS II
 KG0033
 KG0033.The horizontal coordinates were scaled from a topographic map and have
 KG0033.an estimated accuracy of +/- 6 seconds.
 KG0033
 KG0033.The orthometric height was determined by differential leveling
 KG0033.and adjusted by the National Geodetic Survey in June 1991..
 KG0033
 KG0033.The geoid height was determined by GEOID03.
 KG0033
 KG0033.The dynamic height is computed by dividing the NAVD 88
 KG0033.geopotential number by the normal gravity value computed on the
 KG0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0033.degrees latitude (g = 980.6199 gals.).
 KG0033
 KG0033.The modeled gravity was interpolated from observed gravity values.
 KG0033
 KG0033;                    North         East    Units  Estimated Accuracy
 KG0033;SPC KS N     -   179,140.      396,340.      MT  (+/- 180 meters Scaled)
 KG0033
 KG0033                          SUPERSEDED SURVEY CONTROL
 KG0033
 KG0033  NGVD 29 (??/??/92)  508.629  (m)         1668.73   (f) ADJ UNCH    1 2
 KG0033
 KG0033.Superseded values are not recommended for survey control.
 KG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0033.See file dsdata.txt to determine how the superseded data were derived.
 KG0033
 KG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK817223(NAD 83)
 KG0033_MARKER: DB = BENCH MARK DISK
 KG0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0033_STAMPING: E 288 1947
 KG0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0033
 KG0033  HISTORY     - Date     Condition        Report By
 KG0033  HISTORY     - 1947     MONUMENTED       CGS
 KG0033  HISTORY     - 1968     MARK NOT FOUND   USGS
 KG0033
 KG0033                          STATION DESCRIPTION
 KG0033
 KG0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KG0033'1 MI NW FROM WEBBER.
 KG0033'1.0 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KG0033'RAILROAD FROM THE STATION AT WEBBER, IN THE SOUTH END OF THE
 KG0033'WEST HEADWALL OF THE CONCRETE BRIDGE ALONG A SECTION LINE ROAD,
 KG0033'AT MILEPOST 148, 96.4 FEET EAST OF THE EAST RAIL OF THE TRACK,
 KG0033'43.7 FEET SOUTH OF THE SECOND POWER LINE POLE NORTH OF A CROSSING,
 KG0033'12.0 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH
 KG0033'OF THE SOUTH END OF THE HEADWALL, 2.0 FEET ABOVE ROAD LEVEL,
 KG0033'SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 KG0033'CONCRETE BRIDGE.  NOTE-- ENTIRE AREA ALTERED, NO CONCRETE BRIDGE.
 KG0033
 KG0033                          STATION RECOVERY (1968)
 KG0033
 KG0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KG0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0417 ***********************************************************************
 KF0417  DESIGNATION -  E 289
 KF0417  PID         -  KF0417
 KF0417  STATE/COUNTY-  KS/CLAY
 KF0417  USGS QUAD   -  LONGFORD (1965)
 KF0417
 KF0417                         *CURRENT SURVEY CONTROL
 KF0417  ___________________________________________________________________
 KF0417* NAD 83(1986)-  39 09 53.     (N)    097 19 47.     (W)     SCALED    
 KF0417* NAVD 88     -       400.521  (meters)    1314.04   (feet)  ADJUSTED  
 KF0417  ___________________________________________________________________
 KF0417  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 KF0417  DYNAMIC HT  -         400.276 (meters)    1313.24  (feet)  COMP
 KF0417  MODELED GRAV-     980,003.0   (mgal)                       NAVD 88
 KF0417
 KF0417  VERT ORDER  -  FIRST     CLASS II
 KF0417
 KF0417.The horizontal coordinates were scaled from a topographic map and have
 KF0417.an estimated accuracy of +/- 6 seconds.
 KF0417
 KF0417.The orthometric height was determined by differential leveling
 KF0417.and adjusted by the National Geodetic Survey in June 1991..
 KF0417
 KF0417.The geoid height was determined by GEOID03.
 KF0417
 KF0417.The dynamic height is computed by dividing the NAVD 88
 KF0417.geopotential number by the normal gravity value computed on the
 KF0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0417.degrees latitude (g = 980.6199 gals.).
 KF0417
 KF0417.The modeled gravity was interpolated from observed gravity values.
 KF0417
 KF0417;                    North         East    Units  Estimated Accuracy
 KF0417;SPC KS N     -    92,510.      457,930.      MT  (+/- 180 meters Scaled)
 KF0417
 KF0417                          SUPERSEDED SURVEY CONTROL
 KF0417
 KF0417  NGVD 29 (??/??/92)  400.422  (m)         1313.72   (f) ADJ UNCH    1 2
 KF0417
 KF0417.Superseded values are not recommended for survey control.
 KF0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0417.See file dsdata.txt to determine how the superseded data were derived.
 KF0417
 KF0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ443363(NAD 83)
 KF0417_MARKER: DB = BENCH MARK DISK
 KF0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0417_STAMPING: E 289 1947
 KF0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0417+STABILITY: SURFACE MOTION
 KF0417
 KF0417  HISTORY     - Date     Condition        Report By
 KF0417  HISTORY     - 1947     MONUMENTED       CGS
 KF0417
 KF0417                          STATION DESCRIPTION
 KF0417
 KF0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0417'0.5 MI S FROM LONGFORD.
 KF0417'0.5 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0417'FROM THE STATION AT LONGFORD, ON TOP OF A SMALL KNOLL, BETWEEN
 KF0417'THE SECOND AND THIRD POLES NORTHWEST OF A PRIVATE ROAD CROSSING,
 KF0417'56.2 FEET SOUTHEAST OF THE SECOND POLE SOUTHEAST OF MILEPOST
 KF0417'78, 45.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK,
 KF0417'1.0 FOOT NORTHEAST OF A FENCE, 1.4 FEET SOUTHEAST OF A REFERENCE
 KF0417'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 KF0417'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0451 ***********************************************************************
 JG0451  DESIGNATION -  E 29
 JG0451  PID         -  JG0451
 JG0451  STATE/COUNTY-  KS/PAWNEE
 JG0451  USGS QUAD   -  FORT LARNED (1970)
 JG0451
 JG0451                         *CURRENT SURVEY CONTROL
 JG0451  ___________________________________________________________________
 JG0451* NAD 83(1986)-  38 09 46.     (N)    099 09 17.     (W)     SCALED    
 JG0451* NAVD 88     -       614.349  (meters)    2015.58   (feet)  ADJUSTED  
 JG0451  ___________________________________________________________________
 JG0451  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0451  DYNAMIC HT  -         613.871 (meters)    2014.01  (feet)  COMP
 JG0451  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 JG0451
 JG0451  VERT ORDER  -  SECOND    CLASS 0
 JG0451
 JG0451.The horizontal coordinates were scaled from a topographic map and have
 JG0451.an estimated accuracy of +/- 6 seconds.
 JG0451
 JG0451.The orthometric height was determined by differential leveling
 JG0451.and adjusted by the National Geodetic Survey in June 1991..
 JG0451
 JG0451.The geoid height was determined by GEOID03.
 JG0451
 JG0451.The dynamic height is computed by dividing the NAVD 88
 JG0451.geopotential number by the normal gravity value computed on the
 JG0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0451.degrees latitude (g = 980.6199 gals.).
 JG0451
 JG0451.The modeled gravity was interpolated from observed gravity values.
 JG0451
 JG0451;                    North         East    Units  Estimated Accuracy
 JG0451;SPC KS S     -   566,250.      342,630.      MT  (+/- 180 meters Scaled)
 JG0451
 JG0451                          SUPERSEDED SURVEY CONTROL
 JG0451
 JG0451  NGVD 29 (??/??/92)  614.178  (m)         2015.02   (f) ADJ UNCH    2 0
 JG0451
 JG0451.Superseded values are not recommended for survey control.
 JG0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0451.See file dsdata.txt to determine how the superseded data were derived.
 JG0451
 JG0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH864238(NAD 83)
 JG0451_MARKER: DB = BENCH MARK DISK
 JG0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0451_STAMPING: E 29 1934
 JG0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0451+STABILITY: SURFACE MOTION
 JG0451
 JG0451  HISTORY     - Date     Condition        Report By
 JG0451  HISTORY     - 1934     MONUMENTED       CGS
 JG0451  HISTORY     - 1969     MARK NOT FOUND   USGS
 JG0451
 JG0451                          STATION DESCRIPTION
 JG0451
 JG0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0451'3.4 MI W FROM LARNED.
 JG0451'3.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0451'FROM LARNED, PAWNEE COUNTY, 49 FEET SOUTHWEST OF THE CENTER OF
 JG0451'A COUNTY GRADED ROAD CROSSING, 20 FEET WEST OF THE CENTERLINE
 JG0451'OF THE ROAD, AND 46 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 JG0451'TRACK.  A STANDARD DISK, STAMPED E 29 1934 AND SET IN THE TOP
 JG0451'OF A CONCRETE POST.
 JG0451
 JG0451                          STATION RECOVERY (1969)
 JG0451
 JG0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JG0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0490 ***********************************************************************
 JF0490  DESIGNATION -  E 290
 JF0490  PID         -  JF0490
 JF0490  STATE/COUNTY-  KS/DICKINSON
 JF0490  USGS QUAD   -  SOLOMON (1979)
 JF0490
 JF0490                         *CURRENT SURVEY CONTROL
 JF0490  ___________________________________________________________________
 JF0490* NAD 83(1986)-  38 54 17.     (N)    097 18 13.     (W)     SCALED    
 JF0490* NAVD 88     -       353.051  (meters)    1158.30   (feet)  POSTED    
 JF0490  ___________________________________________________________________
 JF0490  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 JF0490  DYNAMIC HT  -         352.810 (meters)    1157.51  (feet)  COMP
 JF0490  MODELED GRAV-     979,942.6   (mgal)                       NAVD 88
 JF0490
 JF0490  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0490
 JF0490.The horizontal coordinates were scaled from a topographic map and have
 JF0490.an estimated accuracy of +/- 6 seconds.
 JF0490
 JF0490.The orthometric height was determined by differential leveling
 JF0490.and adjusted by the National Geodetic Survey in 1992..
 JF0490.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0490.rate of 0.0 thru 1.0 mm/km.
 JF0490
 JF0490.The geoid height was determined by GEOID03.
 JF0490
 JF0490.The dynamic height is computed by dividing the NAVD 88
 JF0490.geopotential number by the normal gravity value computed on the
 JF0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0490.degrees latitude (g = 980.6199 gals.).
 JF0490
 JF0490.The modeled gravity was interpolated from observed gravity values.
 JF0490
 JF0490;                    North         East    Units  Estimated Accuracy
 JF0490;SPC KS N     -    63,660.      460,400.      MT  (+/- 180 meters Scaled)
 JF0490
 JF0490                          SUPERSEDED SURVEY CONTROL
 JF0490
 JF0490  NGVD 29 (??/??/92)  352.946  (m)         1157.96   (f) ADJ UNCH    1 2
 JF0490
 JF0490.Superseded values are not recommended for survey control.
 JF0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0490.See file dsdata.txt to determine how the superseded data were derived.
 JF0490
 JF0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ470075(NAD 83)
 JF0490_MARKER: DB = BENCH MARK DISK
 JF0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0490_STAMPING: E 290 1947
 JF0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0490+STABILITY: SURFACE MOTION
 JF0490
 JF0490  HISTORY     - Date     Condition        Report By
 JF0490  HISTORY     - 1947     MONUMENTED       CGS
 JF0490  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0490  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0490
 JF0490                          STATION DESCRIPTION
 JF0490
 JF0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0490'3.9 MI E FROM SOLOMON.
 JF0490'3.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JF0490'AT SOLOMON, AT CULVERT 168.40, 45.0 FEET EAST OF THE SEVENTH
 JF0490'POLE EAST OF A ROAD CROSSING WHICH IS AT A LARGE CONCRETE
 JF0490'SILO, 26.4 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 1.2 FEET
 JF0490'NORTH OF A FENCE, 1.5 FEET EAST OF A REFERENCE POST, ABOUT
 JF0490'3.0 FEET BELOW TRACK LEVEL, SET IN TOP OF A CONCRETE POST
 JF0490'PROJECTING 0.6 FOOT ABOVE GROUND.
 JF0490
 JF0490                          STATION RECOVERY (1968)
 JF0490
 JF0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0490'MARK NOT FOUND.
 JF0490
 JF0490                          STATION RECOVERY (1986)
 JF0490
 JF0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0974 ***********************************************************************
 JF0974  DESIGNATION -  E 291
 JF0974  PID         -  JF0974
 JF0974  STATE/COUNTY-  KS/SALINE
 JF0974  USGS QUAD   -  SALINA SW (1978)
 JF0974
 JF0974                         *CURRENT SURVEY CONTROL
 JF0974  ___________________________________________________________________
 JF0974* NAD 83(1986)-  38 49 07.     (N)    097 42 43.     (W)     SCALED    
 JF0974* NAVD 88     -       381.567  (meters)    1251.86   (feet)  ADJUSTED  
 JF0974  ___________________________________________________________________
 JF0974  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 JF0974  DYNAMIC HT  -         381.307 (meters)    1251.00  (feet)  COMP
 JF0974  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 JF0974
 JF0974  VERT ORDER  -  FIRST     CLASS II
 JF0974
 JF0974.The horizontal coordinates were scaled from a topographic map and have
 JF0974.an estimated accuracy of +/- 6 seconds.
 JF0974
 JF0974.The orthometric height was determined by differential leveling
 JF0974.and adjusted by the National Geodetic Survey in June 1991..
 JF0974
 JF0974.The geoid height was determined by GEOID03.
 JF0974
 JF0974.The dynamic height is computed by dividing the NAVD 88
 JF0974.geopotential number by the normal gravity value computed on the
 JF0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0974.degrees latitude (g = 980.6199 gals.).
 JF0974
 JF0974.The modeled gravity was interpolated from observed gravity values.
 JF0974
 JF0974;                    North         East    Units  Estimated Accuracy
 JF0974;SPC KS N     -    53,910.      425,020.      MT  (+/- 180 meters Scaled)
 JF0974
 JF0974                          SUPERSEDED SURVEY CONTROL
 JF0974
 JF0974  NGVD 29 (??/??/92)  381.468  (m)         1251.53   (f) ADJ UNCH    1 2
 JF0974
 JF0974.Superseded values are not recommended for survey control.
 JF0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0974.See file dsdata.txt to determine how the superseded data were derived.
 JF0974
 JF0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH118974(NAD 83)
 JF0974_MARKER: DB = BENCH MARK DISK
 JF0974_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0974_SP_SET: BRIDGE
 JF0974_STAMPING: E 291 1952
 JF0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0974
 JF0974  HISTORY     - Date     Condition        Report By
 JF0974  HISTORY     - 1952     MONUMENTED       CGS
 JF0974
 JF0974                          STATION DESCRIPTION
 JF0974
 JF0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0974'5.5 MI SW FROM SALINA.
 JF0974'5.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0974'STATION AT SALINE, 5 POLES WEST OF MILEPOST 192, 9 FEET NORTHWEST
 JF0974'OF THE NORTHWEST RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET IN
 JF0974'THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF BRIDGE
 JF0974'192.12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1066 ***********************************************************************
 JF1066  DESIGNATION -  E 292
 JF1066  PID         -  JF1066
 JF1066  STATE/COUNTY-  KS/SALINE
 JF1066  USGS QUAD   -  SALINA (1978)
 JF1066
 JF1066                         *CURRENT SURVEY CONTROL
 JF1066  ___________________________________________________________________
 JF1066* NAD 83(1986)-  38 45 15.     (N)    097 36 14.     (W)     SCALED    
 JF1066* NAVD 88     -       383.009  (meters)    1256.59   (feet)  ADJUSTED  
 JF1066  ___________________________________________________________________
 JF1066  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 JF1066  DYNAMIC HT  -         382.749 (meters)    1255.74  (feet)  COMP
 JF1066  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 JF1066
 JF1066  VERT ORDER  -  FIRST     CLASS II
 JF1066
 JF1066.The horizontal coordinates were scaled from a topographic map and have
 JF1066.an estimated accuracy of +/- 6 seconds.
 JF1066
 JF1066.The orthometric height was determined by differential leveling
 JF1066.and adjusted by the National Geodetic Survey in June 1991..
 JF1066
 JF1066.The geoid height was determined by GEOID03.
 JF1066
 JF1066.The dynamic height is computed by dividing the NAVD 88
 JF1066.geopotential number by the normal gravity value computed on the
 JF1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1066.degrees latitude (g = 980.6199 gals.).
 JF1066
 JF1066.The modeled gravity was interpolated from observed gravity values.
 JF1066
 JF1066;                    North         East    Units  Estimated Accuracy
 JF1066;SPC KS N     -    46,790.      434,430.      MT  (+/- 180 meters Scaled)
 JF1066
 JF1066                          SUPERSEDED SURVEY CONTROL
 JF1066
 JF1066  NGVD 29 (??/??/92)  382.908  (m)         1256.26   (f) ADJ UNCH    1 2
 JF1066
 JF1066.Superseded values are not recommended for survey control.
 JF1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1066.See file dsdata.txt to determine how the superseded data were derived.
 JF1066
 JF1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH213904(NAD 83)
 JF1066_MARKER: DB = BENCH MARK DISK
 JF1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1066_STAMPING: E 292 1952
 JF1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1066+STABILITY: SURFACE MOTION
 JF1066
 JF1066  HISTORY     - Date     Condition        Report By
 JF1066  HISTORY     - 1952     MONUMENTED       CGS
 JF1066
 JF1066                          STATION DESCRIPTION
 JF1066
 JF1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1066'7 MI S FROM SALINA.
 JF1066'7.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1066'STATION AT SALINA, AT A ROAD CROSSING, 87 FEET SOUTH OF THE
 JF1066'CENTER LINE OF AN EAST AND WEST ROAD, 21.6 FEET WEST OF THE
 JF1066'WEST RAIL, 4.8 FEET NORTH OF THE 3RD POLE SOUTH OF MILEPOST
 JF1066'7, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JF1066'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1223 ***********************************************************************
 JF1223  DESIGNATION -  E 293
 JF1223  PID         -  JF1223
 JF1223  STATE/COUNTY-  KS/MCPHERSON
 JF1223  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF1223
 JF1223                         *CURRENT SURVEY CONTROL
 JF1223  ___________________________________________________________________
 JF1223* NAD 83(1986)-  38 24 20.     (N)    097 40 33.     (W)     SCALED    
 JF1223* NAVD 88     -       460.694  (meters)    1511.46   (feet)  POSTED    
 JF1223  ___________________________________________________________________
 JF1223  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 JF1223  DYNAMIC HT  -         460.360 (meters)    1510.36  (feet)  COMP
 JF1223  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 JF1223
 JF1223  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF1223
 JF1223.The horizontal coordinates were scaled from a topographic map and have
 JF1223.an estimated accuracy of +/- 6 seconds.
 JF1223
 JF1223.The orthometric height was determined by differential leveling
 JF1223.and adjusted by the National Geodetic Survey in 1992..
 JF1223.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF1223.rate of 0.0 thru 1.0 mm/km.
 JF1223
 JF1223.The geoid height was determined by GEOID03.
 JF1223
 JF1223.The dynamic height is computed by dividing the NAVD 88
 JF1223.geopotential number by the normal gravity value computed on the
 JF1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1223.degrees latitude (g = 980.6199 gals.).
 JF1223
 JF1223.The modeled gravity was interpolated from observed gravity values.
 JF1223
 JF1223;                    North         East    Units  Estimated Accuracy
 JF1223;SPC KS S     -   593,310.      471,990.      MT  (+/- 180 meters Scaled)
 JF1223
 JF1223                          SUPERSEDED SURVEY CONTROL
 JF1223
 JF1223  NGVD 29 (??/??/92)  460.560  (m)         1511.02   (f) ADJ UNCH    1 2
 JF1223
 JF1223.Superseded values are not recommended for survey control.
 JF1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1223.See file dsdata.txt to determine how the superseded data were derived.
 JF1223
 JF1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH156516(NAD 83)
 JF1223_MARKER: DB = BENCH MARK DISK
 JF1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1223_SP_SET: CONCRETE POST
 JF1223_STAMPING: E 293 1952
 JF1223_MARK LOGO: CGS   
 JF1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1223+STABILITY: SURFACE MOTION
 JF1223
 JF1223  HISTORY     - Date     Condition        Report By
 JF1223  HISTORY     - UNK      MONUMENTED
 JF1223  HISTORY     - 1986     GOOD             NGS
 JF1223
 JF1223                          STATION DESCRIPTION
 JF1223
 JF1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1223'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.1 KM (3.8 MI)
 JF1223'NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH THE
 JF1223'SOUTHERN PACIFIC RAILROAD IN MCPHERSON.  DELETE--30 FEET SOUTH OF A
 JF1223'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1038 ***********************************************************************
 JF1038  DESIGNATION -  E 294
 JF1038  PID         -  JF1038
 JF1038  STATE/COUNTY-  KS/SALINE
 JF1038  USGS QUAD   -  ASSARIA (1978)
 JF1038
 JF1038                         *CURRENT SURVEY CONTROL
 JF1038  ___________________________________________________________________
 JF1038* NAD 83(1986)-  38 39 06.     (N)    097 31 08.     (W)     SCALED    
 JF1038* NAVD 88     -       416.998  (meters)    1368.10   (feet)  ADJUSTED  
 JF1038  ___________________________________________________________________
 JF1038  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 JF1038  DYNAMIC HT  -         416.703 (meters)    1367.13  (feet)  COMP
 JF1038  MODELED GRAV-     979,908.7   (mgal)                       NAVD 88
 JF1038
 JF1038  VERT ORDER  -  FIRST     CLASS II
 JF1038
 JF1038.The horizontal coordinates were scaled from a topographic map and have
 JF1038.an estimated accuracy of +/- 6 seconds.
 JF1038
 JF1038.The orthometric height was determined by differential leveling
 JF1038.and adjusted by the National Geodetic Survey in June 1991..
 JF1038
 JF1038.The geoid height was determined by GEOID03.
 JF1038
 JF1038.The dynamic height is computed by dividing the NAVD 88
 JF1038.geopotential number by the normal gravity value computed on the
 JF1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1038.degrees latitude (g = 980.6199 gals.).
 JF1038
 JF1038.The modeled gravity was interpolated from observed gravity values.
 JF1038
 JF1038;                    North         East    Units  Estimated Accuracy
 JF1038;SPC KS N     -    35,450.      441,880.      MT  (+/- 180 meters Scaled)
 JF1038
 JF1038                          SUPERSEDED SURVEY CONTROL
 JF1038
 JF1038  NGVD 29 (??/??/92)  416.863  (m)         1367.66   (f) ADJ UNCH    1 2
 JF1038
 JF1038.Superseded values are not recommended for survey control.
 JF1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1038.See file dsdata.txt to determine how the superseded data were derived.
 JF1038
 JF1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH288791(NAD 83)
 JF1038_MARKER: DB = BENCH MARK DISK
 JF1038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1038_SP_SET: CULVERT
 JF1038_STAMPING: E 294 1952
 JF1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1038
 JF1038  HISTORY     - Date     Condition        Report By
 JF1038  HISTORY     - 1952     MONUMENTED       CGS
 JF1038
 JF1038                          STATION DESCRIPTION
 JF1038
 JF1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1038'5.6 MI NE FROM BRIDGEPORT.
 JF1038'5.65 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JF1038'THE FARMERS UNION ELEVATOR AT BRIDGEPORT, 16.7 FEET NORTHWEST OF
 JF1038'THE NORTHWEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN
 JF1038'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A
 JF1038'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0048 ***********************************************************************
 JG0048  DESIGNATION -  E 295
 JG0048  PID         -  JG0048
 JG0048  STATE/COUNTY-  KS/ELLSWORTH
 JG0048  USGS QUAD   -  HOLYROOD NE (1979)
 JG0048
 JG0048                         *CURRENT SURVEY CONTROL
 JG0048  ___________________________________________________________________
 JG0048* NAD 83(1986)-  38 44 10.     (N)    098 15 09.     (W)     SCALED    
 JG0048* NAVD 88     -       469.730  (meters)    1541.11   (feet)  ADJUSTED  
 JG0048  ___________________________________________________________________
 JG0048  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 JG0048  DYNAMIC HT  -         469.401 (meters)    1540.03  (feet)  COMP
 JG0048  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 JG0048
 JG0048  VERT ORDER  -  FIRST     CLASS II
 JG0048
 JG0048.The horizontal coordinates were scaled from a topographic map and have
 JG0048.an estimated accuracy of +/- 6 seconds.
 JG0048
 JG0048.The orthometric height was determined by differential leveling
 JG0048.and adjusted by the National Geodetic Survey in June 1991..
 JG0048
 JG0048.The geoid height was determined by GEOID03.
 JG0048
 JG0048.The dynamic height is computed by dividing the NAVD 88
 JG0048.geopotential number by the normal gravity value computed on the
 JG0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0048.degrees latitude (g = 980.6199 gals.).
 JG0048
 JG0048.The modeled gravity was interpolated from observed gravity values.
 JG0048
 JG0048;                    North         East    Units  Estimated Accuracy
 JG0048;SPC KS N     -    44,740.      378,050.      MT  (+/- 180 meters Scaled)
 JG0048
 JG0048                          SUPERSEDED SURVEY CONTROL
 JG0048
 JG0048  NGVD 29 (??/??/92)  469.579  (m)         1540.61   (f) ADJ UNCH    1 2
 JG0048
 JG0048.Superseded values are not recommended for survey control.
 JG0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0048.See file dsdata.txt to determine how the superseded data were derived.
 JG0048
 JG0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH649877(NAD 83)
 JG0048_MARKER: DB = BENCH MARK DISK
 JG0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0048_SP_SET: BRIDGE ABUTMENT
 JG0048_STAMPING: E 295 1952
 JG0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0048
 JG0048  HISTORY     - Date     Condition        Report By
 JG0048  HISTORY     - 1952     MONUMENTED       CGS
 JG0048
 JG0048                          STATION DESCRIPTION
 JG0048
 JG0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0048'1.3 MI W FROM ELLSWORTH.
 JG0048'1.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0048'AT ELLSWORTH, SET IN THE TOP OF THE SOUTH END OF THE WEST
 JG0048'ABUTMENT OF BRIDGE 225.15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0844 ***********************************************************************
 JF0844  DESIGNATION -  E 296
 JF0844  PID         -  JF0844
 JF0844  STATE/COUNTY-  KS/RENO
 JF0844  USGS QUAD   -  HUTCHINSON (1978)
 JF0844
 JF0844                         *CURRENT SURVEY CONTROL
 JF0844  ___________________________________________________________________
 JF0844* NAD 83(1986)-  38 02 53.     (N)    097 55 25.     (W)     SCALED    
 JF0844* NAVD 88     -       465.228  (meters)    1526.34   (feet)  ADJUSTED  
 JF0844  ___________________________________________________________________
 JF0844  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF0844  DYNAMIC HT  -         464.868 (meters)    1525.15  (feet)  COMP
 JF0844  MODELED GRAV-     979,840.7   (mgal)                       NAVD 88
 JF0844
 JF0844  VERT ORDER  -  FIRST     CLASS II
 JF0844
 JF0844.The horizontal coordinates were scaled from a topographic map and have
 JF0844.an estimated accuracy of +/- 6 seconds.
 JF0844
 JF0844.The orthometric height was determined by differential leveling
 JF0844.and adjusted by the National Geodetic Survey in June 1991..
 JF0844.WARNING-Repeat measurements at this control monument indicate possible
 JF0844.vertical movement.
 JF0844
 JF0844.The geoid height was determined by GEOID03.
 JF0844
 JF0844.The dynamic height is computed by dividing the NAVD 88
 JF0844.geopotential number by the normal gravity value computed on the
 JF0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0844.degrees latitude (g = 980.6199 gals.).
 JF0844
 JF0844.The modeled gravity was interpolated from observed gravity values.
 JF0844
 JF0844;                    North         East    Units  Estimated Accuracy
 JF0844;SPC KS S     -   553,470.      450,590.      MT  (+/- 180 meters Scaled)
 JF0844
 JF0844                          SUPERSEDED SURVEY CONTROL
 JF0844
 JF0844  NGVD 29 (??/??/92)  465.073  (m)         1525.83   (f) ADJ UNCH    1 2
 JF0844
 JF0844.Superseded values are not recommended for survey control.
 JF0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0844.See file dsdata.txt to determine how the superseded data were derived.
 JF0844
 JF0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH944116(NAD 83)
 JF0844_MARKER: DB = BENCH MARK DISK
 JF0844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0844_SP_SET: HEADWALL
 JF0844_STAMPING: E 296 1953
 JF0844_MARK LOGO: CGS   
 JF0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0844+STABILITY: SURFACE MOTION
 JF0844
 JF0844  HISTORY     - Date     Condition        Report By
 JF0844  HISTORY     - 1953     MONUMENTED       CGS
 JF0844  HISTORY     - 1986     GOOD             NGS
 JF0844
 JF0844                          STATION DESCRIPTION
 JF0844
 JF0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0844'0.5 MI E FROM HUTCHINSON.
 JF0844'0.5 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JF0844'STATION AT HUTCHINSON, 9.6 FEET SOUTH OF THE SOUTH RAIL, AT THE
 JF0844'INTERSECTION OF SOUTH ELM STREET AND AVENUE C EAST, SET IN
 JF0844'THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE
 JF0844'CULVERT.
 JF0844
 JF0844                          STATION RECOVERY (1986)
 JF0844
 JF0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0815 ***********************************************************************
 JF0815  DESIGNATION -  E 297
 JF0815  PID         -  JF0815
 JF0815  STATE/COUNTY-  KS/MCPHERSON
 JF0815  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0815
 JF0815                         *CURRENT SURVEY CONTROL
 JF0815  ___________________________________________________________________
 JF0815* NAD 83(1986)-  38 16 22.     (N)    097 44 45.     (W)     SCALED    
 JF0815* NAVD 88     -       446.995  (meters)    1466.52   (feet)  ADJUSTED  
 JF0815  ___________________________________________________________________
 JF0815  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF0815  DYNAMIC HT  -         446.663 (meters)    1465.43  (feet)  COMP
 JF0815  MODELED GRAV-     979,872.7   (mgal)                       NAVD 88
 JF0815
 JF0815  VERT ORDER  -  FIRST     CLASS II
 JF0815
 JF0815.The horizontal coordinates were scaled from a topographic map and have
 JF0815.an estimated accuracy of +/- 6 seconds.
 JF0815
 JF0815.The orthometric height was determined by differential leveling
 JF0815.and adjusted by the National Geodetic Survey in June 1991..
 JF0815
 JF0815.The geoid height was determined by GEOID03.
 JF0815
 JF0815.The dynamic height is computed by dividing the NAVD 88
 JF0815.geopotential number by the normal gravity value computed on the
 JF0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0815.degrees latitude (g = 980.6199 gals.).
 JF0815
 JF0815.The modeled gravity was interpolated from observed gravity values.
 JF0815
 JF0815;                    North         East    Units  Estimated Accuracy
 JF0815;SPC KS S     -   578,520.      465,990.      MT  (+/- 180 meters Scaled)
 JF0815
 JF0815                          SUPERSEDED SURVEY CONTROL
 JF0815
 JF0815  NGVD 29 (??/??/92)  446.845  (m)         1466.02   (f) ADJ UNCH    1 2
 JF0815
 JF0815.Superseded values are not recommended for survey control.
 JF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0815.See file dsdata.txt to determine how the superseded data were derived.
 JF0815
 JF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH097368(NAD 83)
 JF0815_MARKER: DB = BENCH MARK DISK
 JF0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0815_SP_SET: CONCRETE POST
 JF0815_STAMPING: E 297 1953
 JF0815_MARK LOGO: CGS   
 JF0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0815+STABILITY: SURFACE MOTION
 JF0815
 JF0815  HISTORY     - Date     Condition        Report By
 JF0815  HISTORY     - 1953     MONUMENTED       CGS
 JF0815  HISTORY     - 1960     GOOD             NGS
 JF0815  HISTORY     - 1986     GOOD             NGS
 JF0815
 JF0815                          STATION DESCRIPTION
 JF0815
 JF0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JF0815'3.4 MI NE FROM INMAN.
 JF0815'3.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0815'RAILROAD FROM THE STATION AT INMAN, 6 POLES SOUTHWEST OF A
 JF0815'ROAD CROSSING, ACROSS THE TRACK FROM MILEPOST 226, 45 FEET
 JF0815'SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET NORTHWEST OF A FENCE,
 JF0815'3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JF0815'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 JF0815
 JF0815                          STATION RECOVERY (1986)
 JF0815
 JF0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0815'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.7 KM (6.65
 JF0815'MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 JF0815'JUNCTION WITH THE UNION PACIFIC RAILROAD IN MCPHERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0025 ***********************************************************************
 JJ0025  DESIGNATION -  E 298
 JJ0025  PID         -  JJ0025
 JJ0025  STATE/COUNTY-  KS/WALLACE
 JJ0025  USGS QUAD   -  ARAPAHOE SE (1969)
 JJ0025
 JJ0025                         *CURRENT SURVEY CONTROL
 JJ0025  ___________________________________________________________________
 JJ0025* NAD 83(1986)-  38 51 28.     (N)    102 02 44.     (W)     SCALED    
 JJ0025* NAVD 88     -      1181.718  (meters)    3877.02   (feet)  ADJUSTED  
 JJ0025  ___________________________________________________________________
 JJ0025  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 JJ0025  DYNAMIC HT  -        1180.671 (meters)    3873.58  (feet)  COMP
 JJ0025  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 JJ0025
 JJ0025  VERT ORDER  -  FIRST     CLASS II
 JJ0025
 JJ0025.The horizontal coordinates were scaled from a topographic map and have
 JJ0025.an estimated accuracy of +/- 6 seconds.
 JJ0025
 JJ0025.The orthometric height was determined by differential leveling
 JJ0025.and adjusted by the National Geodetic Survey in June 1991..
 JJ0025
 JJ0025.The geoid height was determined by GEOID03.
 JJ0025
 JJ0025.The dynamic height is computed by dividing the NAVD 88
 JJ0025.geopotential number by the normal gravity value computed on the
 JJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0025.degrees latitude (g = 980.6199 gals.).
 JJ0025
 JJ0025.The modeled gravity was interpolated from observed gravity values.
 JJ0025
 JJ0025;                    North         East    Units  Estimated Accuracy
 JJ0025;SPC KS N     -    66,060.       48,970.      MT  (+/- 180 meters Scaled)
 JJ0025
 JJ0025                          SUPERSEDED SURVEY CONTROL
 JJ0025
 JJ0025  NGVD 29 (??/??/92) 1181.256  (m)         3875.50   (f) ADJ UNCH    1 2
 JJ0025
 JJ0025.Superseded values are not recommended for survey control.
 JJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0025.See file dsdata.txt to determine how the superseded data were derived.
 JJ0025
 JJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD563051(NAD 83)
 JJ0025_MARKER: DB = BENCH MARK DISK
 JJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0025_STAMPING: E 298 1952
 JJ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0025+STABILITY: SURFACE MOTION
 JJ0025
 JJ0025  HISTORY     - Date     Condition        Report By
 JJ0025  HISTORY     - 1952     MONUMENTED       CGS
 JJ0025
 JJ0025                          STATION DESCRIPTION
 JJ0025
 JJ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JJ0025'4.3 MI W FROM WESKAN.
 JJ0025'4.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JJ0025'WESKAN, AT THE COLORADO AND KANSAS STATE LINE, 192 FEET NORTH OF THE
 JJ0025'NORTHEAST CORNER OF A PORT OF ENTRY BUILDING, 219.3 FEET NORTHEAST
 JJ0025'OF THE NORTHEAST CORNER OF A STONE MONUMENT, 116.7 FEET NORTH OF THE
 JJ0025'CENTER LINE OF U.S. HIGHWAY 40, 91.7 FEET SOUTHEAST OF A BOUNDARY
 JJ0025'POST, 50 FEET SOUTH OF THE SOUTH RAIL, 2.6 FEET SOUTH OF A FENCE, 3
 JJ0025'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JJ0025'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0375 ***********************************************************************
 KH0375  DESIGNATION -  E 299
 KH0375  PID         -  KH0375
 KH0375  STATE/COUNTY-  KS/LOGAN
 KH0375  USGS QUAD   -  MC ALLASTER (1965)
 KH0375
 KH0375                         *CURRENT SURVEY CONTROL
 KH0375  ___________________________________________________________________
 KH0375* NAD 83(1986)-  39 00 21.     (N)    101 23 28.     (W)     SCALED    
 KH0375* NAVD 88     -       962.895  (meters)    3159.10   (feet)  ADJUSTED  
 KH0375  ___________________________________________________________________
 KH0375  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0375  DYNAMIC HT  -         962.087 (meters)    3156.45  (feet)  COMP
 KH0375  MODELED GRAV-     979,755.9   (mgal)                       NAVD 88
 KH0375
 KH0375  VERT ORDER  -  FIRST     CLASS II
 KH0375
 KH0375.The horizontal coordinates were scaled from a topographic map and have
 KH0375.an estimated accuracy of +/- 6 seconds.
 KH0375
 KH0375.The orthometric height was determined by differential leveling
 KH0375.and adjusted by the National Geodetic Survey in June 1991..
 KH0375
 KH0375.The geoid height was determined by GEOID03.
 KH0375
 KH0375.The dynamic height is computed by dividing the NAVD 88
 KH0375.geopotential number by the normal gravity value computed on the
 KH0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0375.degrees latitude (g = 980.6199 gals.).
 KH0375
 KH0375.The modeled gravity was interpolated from observed gravity values.
 KH0375
 KH0375;                    North         East    Units  Estimated Accuracy
 KH0375;SPC KS N     -    80,150.      106,340.      MT  (+/- 180 meters Scaled)
 KH0375
 KH0375                          SUPERSEDED SURVEY CONTROL
 KH0375
 KH0375  NGVD 29 (??/??/92)  962.506  (m)         3157.82   (f) ADJ UNCH    1 2
 KH0375
 KH0375.Superseded values are not recommended for survey control.
 KH0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0375.See file dsdata.txt to determine how the superseded data were derived.
 KH0375
 KH0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ929201(NAD 83)
 KH0375_MARKER: DB = BENCH MARK DISK
 KH0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0375_SP_SET: CONCRETE BLOCK
 KH0375_STAMPING: E 299 1952
 KH0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0375
 KH0375  HISTORY     - Date     Condition        Report By
 KH0375  HISTORY     - 1952     MONUMENTED       CGS
 KH0375
 KH0375                          STATION DESCRIPTION
 KH0375
 KH0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0375'AT MC ALLASTER.
 KH0375'AT MC ALLASTER, 430 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 KH0375'THE UNION PACIFIC RAILROAD STATION, 228 FEET WEST OF THE WEST
 KH0375'ENTRANCE TO A LARGE CONCRETE GRAIN ELEVATOR, 151 FEET NORTHWEST
 KH0375'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 40.2 FEET SOUTHEAST OF A
 KH0375'FENCE, 2.0 FEET ABOVE THE GROUND, IN THE TOP OF THE MOST NORTHERLY
 KH0375'ONE OF 8, 2 X 2 FOOT CONCRETE FOUNDATION BLOCKS OF A WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0181 ***********************************************************************
 JG0181  DESIGNATION -  E 30
 JG0181  PID         -  JG0181
 JG0181  STATE/COUNTY-  KS/BARTON
 JG0181  USGS QUAD   -  ELLINWOOD (1979)
 JG0181
 JG0181                         *CURRENT SURVEY CONTROL
 JG0181  ___________________________________________________________________
 JG0181* NAD 83(1986)-  38 21 06.     (N)    098 31 01.     (W)     SCALED    
 JG0181* NAVD 88     -       540.136  (meters)    1772.10   (feet)  ADJUSTED  
 JG0181  ___________________________________________________________________
 JG0181  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 JG0181  DYNAMIC HT  -         539.737 (meters)    1770.79  (feet)  COMP
 JG0181  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 JG0181
 JG0181  VERT ORDER  -  SECOND    CLASS 0
 JG0181
 JG0181.The horizontal coordinates were scaled from a topographic map and have
 JG0181.an estimated accuracy of +/- 6 seconds.
 JG0181
 JG0181.The orthometric height was determined by differential leveling
 JG0181.and adjusted by the National Geodetic Survey in June 1991..
 JG0181
 JG0181.The geoid height was determined by GEOID03.
 JG0181
 JG0181.The dynamic height is computed by dividing the NAVD 88
 JG0181.geopotential number by the normal gravity value computed on the
 JG0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0181.degrees latitude (g = 980.6199 gals.).
 JG0181
 JG0181.The modeled gravity was interpolated from observed gravity values.
 JG0181
 JG0181;                    North         East    Units  Estimated Accuracy
 JG0181;SPC KS S     -   587,010.      398,520.      MT  (+/- 180 meters Scaled)
 JG0181
 JG0181                          SUPERSEDED SURVEY CONTROL
 JG0181
 JG0181  NGVD 29 (??/??/92)  540.003  (m)         1771.66   (f) ADJ UNCH    2 0
 JG0181
 JG0181.Superseded values are not recommended for survey control.
 JG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0181.See file dsdata.txt to determine how the superseded data were derived.
 JG0181
 JG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH422449(NAD 83)
 JG0181_MARKER: DB = BENCH MARK DISK
 JG0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0181_STAMPING: E 30 1934
 JG0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0181+STABILITY: SURFACE MOTION
 JG0181
 JG0181  HISTORY     - Date     Condition        Report By
 JG0181  HISTORY     - 1934     MONUMENTED       CGS
 JG0181
 JG0181                          STATION DESCRIPTION
 JG0181
 JG0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0181'2.5 MI W FROM SILICA.
 JG0181'2.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0181'FROM SILICA, RICE COUNTY, AT MILEAGE 95.06, 25 FEET WEST OF THE
 JG0181'CENTER OF A COUNTY ROAD CROSSING, 48 FEET SOUTH OF THE CENTERLINE
 JG0181'OF THE TRACK, AND 2 FEET NORTH OF A FENCE CORNER.  A STANDARD
 JG0181'DISK, STAMPED E 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0057 ***********************************************************************
 KH0057  DESIGNATION -  E 300
 KH0057  PID         -  KH0057
 KH0057  STATE/COUNTY-  KS/TREGO
 KH0057  USGS QUAD   -  COLLYER (1979)
 KH0057
 KH0057                         *CURRENT SURVEY CONTROL
 KH0057  ___________________________________________________________________
 KH0057* NAD 83(1986)-  39 01 49.     (N)    100 01 09.     (W)     SCALED    
 KH0057* NAVD 88     -       765.330  (meters)    2510.92   (feet)  ADJUSTED  
 KH0057  ___________________________________________________________________
 KH0057  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 KH0057  DYNAMIC HT  -         764.749 (meters)    2509.01  (feet)  COMP
 KH0057  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 KH0057
 KH0057  VERT ORDER  -  FIRST     CLASS II
 KH0057
 KH0057.The horizontal coordinates were scaled from a topographic map and have
 KH0057.an estimated accuracy of +/- 6 seconds.
 KH0057
 KH0057.The orthometric height was determined by differential leveling
 KH0057.and adjusted by the National Geodetic Survey in June 1991..
 KH0057
 KH0057.The geoid height was determined by GEOID03.
 KH0057
 KH0057.The dynamic height is computed by dividing the NAVD 88
 KH0057.geopotential number by the normal gravity value computed on the
 KH0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0057.degrees latitude (g = 980.6199 gals.).
 KH0057
 KH0057.The modeled gravity was interpolated from observed gravity values.
 KH0057
 KH0057;                    North         East    Units  Estimated Accuracy
 KH0057;SPC KS N     -    79,320.      225,180.      MT  (+/- 180 meters Scaled)
 KH0057
 KH0057                          SUPERSEDED SURVEY CONTROL
 KH0057
 KH0057  NGVD 29 (02/14/92)  765.025  (m)         2509.92   (f) ADJUSTED    1 2
 KH0057
 KH0057.Superseded values are not recommended for survey control.
 KH0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0057.See file dsdata.txt to determine how the superseded data were derived.
 KH0057
 KH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ117206(NAD 83)
 KH0057_MARKER: DB = BENCH MARK DISK
 KH0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0057_SP_SET: CONCRETE POST
 KH0057_STAMPING: E 300 1952
 KH0057_MARK LOGO: CGS   
 KH0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0057+STABILITY: SURFACE MOTION
 KH0057
 KH0057  HISTORY     - Date     Condition        Report By
 KH0057  HISTORY     - 1952     MONUMENTED       CGS
 KH0057  HISTORY     - 1986     GOOD             NGS
 KH0057
 KH0057                          STATION DESCRIPTION
 KH0057
 KH0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0057'7.5 MI W FROM WAKEENEY.
 KH0057'7.5 MILES WEST ALONG U.S. HIGHWAY 40 FROM ITS INTERSECTION WITH
 KH0057'MAIN STREET AT WAKEENEY, AT A JUNCTION WITH A GRAVELED ROAD
 KH0057'LEADING NORTH TO VODA, 81 FEET EAST OF THE CENTER LINE OF THE
 KH0057'GRAVELED ROAD, 64 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KH0057'24.5 FEET EAST OF A POWER POLE, 5 FEET NORTH OF A TELEPHONE POLE,
 KH0057'3.1 FEET NORTH OF A FENCE, 2.7 FEET EAST OF A WITNESS POST, SET
 KH0057'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 KH0057'GROUND.
 KH0057
 KH0057                          STATION RECOVERY (1986)
 KH0057
 KH0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0057'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE EXCEPT
 KH0057'TELEPHONE POLE NO LONGER EXISTS AND A NEW WITNESS POST WAS ADDED.
 KH0057'THE MARK IS 1.0 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0096 ***********************************************************************
 KH0096  DESIGNATION -  E 301
 KH0096  PID         -  KH0096
 KH0096  STATE/COUNTY-  KS/GOVE
 KH0096  USGS QUAD   -  GRAINFIELD (1979)
 KH0096
 KH0096                         *CURRENT SURVEY CONTROL
 KH0096  ___________________________________________________________________
 KH0096* NAD 83(1986)-  39 06 20.     (N)    100 24 22.     (W)     SCALED    
 KH0096* NAVD 88     -       846.993  (meters)    2778.84   (feet)  ADJUSTED  
 KH0096  ___________________________________________________________________
 KH0096  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 KH0096  DYNAMIC HT  -         846.336 (meters)    2776.69  (feet)  COMP
 KH0096  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 KH0096
 KH0096  VERT ORDER  -  FIRST     CLASS II
 KH0096
 KH0096.The horizontal coordinates were scaled from a topographic map and have
 KH0096.an estimated accuracy of +/- 6 seconds.
 KH0096
 KH0096.The orthometric height was determined by differential leveling
 KH0096.and adjusted by the National Geodetic Survey in June 1991..
 KH0096.WARNING-Repeat measurements at this control monument indicate possible
 KH0096.vertical movement.
 KH0096
 KH0096.The geoid height was determined by GEOID03.
 KH0096
 KH0096.The dynamic height is computed by dividing the NAVD 88
 KH0096.geopotential number by the normal gravity value computed on the
 KH0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0096.degrees latitude (g = 980.6199 gals.).
 KH0096
 KH0096.The modeled gravity was interpolated from observed gravity values.
 KH0096
 KH0096;                    North         East    Units  Estimated Accuracy
 KH0096;SPC KS N     -    88,490.      191,910.      MT  (+/- 180 meters Scaled)
 KH0096
 KH0096                          SUPERSEDED SURVEY CONTROL
 KH0096
 KH0096  NGVD 29 (02/14/92)  846.670  (m)         2777.78   (f) ADJUSTED    1 2
 KH0096
 KH0096.Superseded values are not recommended for survey control.
 KH0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0096.See file dsdata.txt to determine how the superseded data were derived.
 KH0096
 KH0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ784294(NAD 83)
 KH0096_MARKER: DB = BENCH MARK DISK
 KH0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0096_SP_SET: CONCRETE POST
 KH0096_STAMPING: E 301 1952
 KH0096_MARK LOGO: CGS   
 KH0096_PROJECTION: FLUSH
 KH0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0096+STABILITY: SURFACE MOTION
 KH0096
 KH0096  HISTORY     - Date     Condition        Report By
 KH0096  HISTORY     - 1952     MONUMENTED       CGS
 KH0096  HISTORY     - 1986     GOOD             NGS
 KH0096
 KH0096                          STATION DESCRIPTION
 KH0096
 KH0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0096'2.2 MI W FROM BUFFALO PARK.
 KH0096'2.25 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0096'RAILROAD STATION AT BUFFALO PARK, 121 FEET NORTH OF THE CENTER
 KH0096'LINE OF THE HIGHWAY, 100 FEET EAST OF THE CENTER LINE OF A NORTH
 KH0096'AND SOUTH DIRT ROAD, 63 FEET EAST OF A FENCE CORNER, 44 FEET
 KH0096'SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 3.3 FEET
 KH0096'NORTH OF A FENCE, 2.8 FEET EAST OF A WITNESS POST, SET IN THE
 KH0096'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 KH0096
 KH0096                          STATION RECOVERY (1986)
 KH0096
 KH0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0096'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.73 KM (2.33
 KH0096'MI) WEST ALONG OLD US HIGHWAY 40 FROM THE PARK GRAIN COMPANY ELEVATORS
 KH0096'IN PARK, IN THE NORTHEAST CORNER OF THE JUNCTION OF A DIRT ROAD, 36.8
 KH0096'METERS (121 FT) NORTH OF THE HIGHWAY CENTERLINE, 30.4 METERS (100 FT)
 KH0096'EAST OF THE CENTER OF THE ROAD AND 13.4 METERS (44 FT) SOUTH OF THE
 KH0096'SOUTH RAIL OF THE UNION PACIFIC RAILROAD.
 KH0096'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KH0096'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0587 ***********************************************************************
 JG0587  DESIGNATION -  E 302
 JG0587  PID         -  JG0587
 JG0587  STATE/COUNTY-  KS/TREGO
 JG0587  USGS QUAD   -  TREGO CENTER (1960)
 JG0587
 JG0587                         *CURRENT SURVEY CONTROL
 JG0587  ___________________________________________________________________
 JG0587* NAD 83(1986)-  38 58 23.     (N)    099 53 25.     (W)     SCALED    
 JG0587* NAVD 88     -       720.134  (meters)    2362.64   (feet)  ADJUSTED  
 JG0587  ___________________________________________________________________
 JG0587  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 JG0587  DYNAMIC HT  -         719.584 (meters)    2360.84  (feet)  COMP
 JG0587  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 JG0587
 JG0587  VERT ORDER  -  FIRST     CLASS II
 JG0587
 JG0587.The horizontal coordinates were scaled from a topographic map and have
 JG0587.an estimated accuracy of +/- 6 seconds.
 JG0587
 JG0587.The orthometric height was determined by differential leveling
 JG0587.and adjusted by the National Geodetic Survey in June 1991..
 JG0587
 JG0587.The geoid height was determined by GEOID03.
 JG0587
 JG0587.The dynamic height is computed by dividing the NAVD 88
 JG0587.geopotential number by the normal gravity value computed on the
 JG0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0587.degrees latitude (g = 980.6199 gals.).
 JG0587
 JG0587.The modeled gravity was interpolated from observed gravity values.
 JG0587
 JG0587;                    North         East    Units  Estimated Accuracy
 JG0587;SPC KS N     -    72,730.      236,210.      MT  (+/- 180 meters Scaled)
 JG0587
 JG0587                          SUPERSEDED SURVEY CONTROL
 JG0587
 JG0587  NGVD 29 (??/??/92)  719.832  (m)         2361.65   (f) ADJ UNCH    1 2
 JG0587
 JG0587.Superseded values are not recommended for survey control.
 JG0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0587.See file dsdata.txt to determine how the superseded data were derived.
 JG0587
 JG0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ228141(NAD 83)
 JG0587_MARKER: DB = BENCH MARK DISK
 JG0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0587_SP_SET: CULVERT
 JG0587_STAMPING: E 302 1953
 JG0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0587
 JG0587  HISTORY     - Date     Condition        Report By
 JG0587  HISTORY     - 1953     MONUMENTED       CGS
 JG0587
 JG0587                          STATION DESCRIPTION
 JG0587
 JG0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0587'3.4 MI S FROM WAKEENEY.
 JG0587'3.35 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0587'U.S. HIGHWAY 40 AT WAKEENEY, 28 FEET WEST OF THE CENTER LINE
 JG0587'OF THE HIGHWAY, 0.1 MILE NORTH OF A CORRAL, 0.3 MILE SOUTHEAST
 JG0587'OF A WINDMILL, SET IN THE TOP OF THE NORTH END OF THE WEST
 JG0587'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0602 ***********************************************************************
 JG0602  DESIGNATION -  E 303
 JG0602  PID         -  JG0602
 JG0602  STATE/COUNTY-  KS/TREGO
 JG0602  USGS QUAD   -  FORT DOWNER (1974)
 JG0602
 JG0602                         *CURRENT SURVEY CONTROL
 JG0602  ___________________________________________________________________
 JG0602* NAD 83(1986)-  38 51 14.     (N)    099 53 31.     (W)     SCALED    
 JG0602* NAVD 88     -       703.343  (meters)    2307.55   (feet)  ADJUSTED  
 JG0602  ___________________________________________________________________
 JG0602  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 JG0602  DYNAMIC HT  -         702.802 (meters)    2305.78  (feet)  COMP
 JG0602  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 JG0602
 JG0602  VERT ORDER  -  FIRST     CLASS II
 JG0602
 JG0602.The horizontal coordinates were scaled from a topographic map and have
 JG0602.an estimated accuracy of +/- 6 seconds.
 JG0602
 JG0602.The orthometric height was determined by differential leveling
 JG0602.and adjusted by the National Geodetic Survey in June 1991..
 JG0602
 JG0602.The geoid height was determined by GEOID03.
 JG0602
 JG0602.The dynamic height is computed by dividing the NAVD 88
 JG0602.geopotential number by the normal gravity value computed on the
 JG0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0602.degrees latitude (g = 980.6199 gals.).
 JG0602
 JG0602.The modeled gravity was interpolated from observed gravity values.
 JG0602
 JG0602;                    North         East    Units  Estimated Accuracy
 JG0602;SPC KS N     -    59,500.      235,790.      MT  (+/- 180 meters Scaled)
 JG0602
 JG0602                          SUPERSEDED SURVEY CONTROL
 JG0602
 JG0602  NGVD 29 (??/??/92)  703.050  (m)         2306.59   (f) ADJ UNCH    1 2
 JG0602
 JG0602.Superseded values are not recommended for survey control.
 JG0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0602.See file dsdata.txt to determine how the superseded data were derived.
 JG0602
 JG0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ226009(NAD 83)
 JG0602_MARKER: DB = BENCH MARK DISK
 JG0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0602_SP_SET: BRIDGE
 JG0602_STAMPING: E 303 1953
 JG0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0602
 JG0602  HISTORY     - Date     Condition        Report By
 JG0602  HISTORY     - 1953     MONUMENTED       CGS
 JG0602
 JG0602                          STATION DESCRIPTION
 JG0602
 JG0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0602'11.5 MI S FROM WAKEENEY.
 JG0602'11.5 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS INTERSECTION
 JG0602'WITH U.S. HIGHWAY 40 AT WAKEENEY, 16 FEET EAST OF THE CENTER
 JG0602'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE
 JG0602'EAST HEADWALL OF A SMALL CONCRETE BRIDGE.  0.1 MILE SOUTH
 JG0602'OF AN INTERSECTION WITH AN EAST AND WEST DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0256 ***********************************************************************
 JG0256  DESIGNATION -  E 304
 JG0256  PID         -  JG0256
 JG0256  STATE/COUNTY-  KS/RUSSELL
 JG0256  USGS QUAD   -  RUSSELL NW (1967)
 JG0256
 JG0256                         *CURRENT SURVEY CONTROL
 JG0256  ___________________________________________________________________
 JG0256* NAD 83(1986)-  38 53 11.     (N)    098 57 53.     (W)     SCALED    
 JG0256* NAVD 88     -       580.148  (meters)    1903.37   (feet)  ADJUSTED  
 JG0256  ___________________________________________________________________
 JG0256  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0256  DYNAMIC HT  -         579.733 (meters)    1902.01  (feet)  COMP
 JG0256  MODELED GRAV-     979,894.6   (mgal)                       NAVD 88
 JG0256
 JG0256  VERT ORDER  -  FIRST     CLASS II
 JG0256
 JG0256.The horizontal coordinates were scaled from a topographic map and have
 JG0256.an estimated accuracy of +/- 6 seconds.
 JG0256
 JG0256.The orthometric height was determined by differential leveling
 JG0256.and adjusted by the National Geodetic Survey in June 1991..
 JG0256
 JG0256.The geoid height was determined by GEOID03.
 JG0256
 JG0256.The dynamic height is computed by dividing the NAVD 88
 JG0256.geopotential number by the normal gravity value computed on the
 JG0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0256.degrees latitude (g = 980.6199 gals.).
 JG0256
 JG0256.The modeled gravity was interpolated from observed gravity values.
 JG0256
 JG0256;                    North         East    Units  Estimated Accuracy
 JG0256;SPC KS N     -    61,840.      316,300.      MT  (+/- 180 meters Scaled)
 JG0256
 JG0256                          SUPERSEDED SURVEY CONTROL
 JG0256
 JG0256  NGVD 29 (??/??/92)  579.923  (m)         1902.63   (f) ADJ UNCH    1 2
 JG0256
 JG0256.Superseded values are not recommended for survey control.
 JG0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0256.See file dsdata.txt to determine how the superseded data were derived.
 JG0256
 JG0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ030041(NAD 83)
 JG0256_MARKER: DB = BENCH MARK DISK
 JG0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0256_STAMPING: E 304 1953
 JG0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0256+STABILITY: SURFACE MOTION
 JG0256
 JG0256  HISTORY     - Date     Condition        Report By
 JG0256  HISTORY     - 1953     MONUMENTED       CGS
 JG0256
 JG0256                          STATION DESCRIPTION
 JG0256
 JG0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0256'3.2 MI E FROM GORHAM.
 JG0256'3.25 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JG0256'GORHAM, AT A ROAD INTERSECTION, 49 FEET SOUTH OF THE SOUTH
 JG0256'RAIL OF THE UNION PACIFIC RAILROAD, 32 FEET NORTH OF THE CENTER
 JG0256'LINE OF THE HIGHWAY, 40 FEET EAST OF THE CENTER LINE OF A DIRT
 JG0256'ROAD LEADING NORTH, 27 FEET SOUTHWEST OF A POWER POLE, 8 FEET
 JG0256'EAST OF A FENCE CORNER, 2.4 FEET SOUTH OF A FENCE, 1.3 FEET
 JG0256'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JG0256'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0225 ***********************************************************************
 JG0225  DESIGNATION -  E 305
 JG0225  PID         -  JG0225
 JG0225  STATE/COUNTY-  KS/RUSSELL
 JG0225  USGS QUAD   -  DORRANCE SW (1979)
 JG0225
 JG0225                         *CURRENT SURVEY CONTROL
 JG0225  ___________________________________________________________________
 JG0225* NAD 83(1986)-  38 52 24.     (N)    098 41 16.     (W)     SCALED    
 JG0225* NAVD 88     -       563.796  (meters)    1849.72   (feet)  ADJUSTED  
 JG0225  ___________________________________________________________________
 JG0225  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 JG0225  DYNAMIC HT  -         563.401 (meters)    1848.42  (feet)  COMP
 JG0225  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 JG0225
 JG0225  VERT ORDER  -  FIRST     CLASS II
 JG0225
 JG0225.The horizontal coordinates were scaled from a topographic map and have
 JG0225.an estimated accuracy of +/- 6 seconds.
 JG0225
 JG0225.The orthometric height was determined by differential leveling
 JG0225.and adjusted by the National Geodetic Survey in June 1991..
 JG0225
 JG0225.The geoid height was determined by GEOID03.
 JG0225
 JG0225.The dynamic height is computed by dividing the NAVD 88
 JG0225.geopotential number by the normal gravity value computed on the
 JG0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0225.degrees latitude (g = 980.6199 gals.).
 JG0225
 JG0225.The modeled gravity was interpolated from observed gravity values.
 JG0225
 JG0225;                    North         East    Units  Estimated Accuracy
 JG0225;SPC KS N     -    60,170.      340,320.      MT  (+/- 180 meters Scaled)
 JG0225
 JG0225                          SUPERSEDED SURVEY CONTROL
 JG0225
 JG0225  NGVD 29 (??/??/92)  563.596  (m)         1849.06   (f) ADJ UNCH    1 2
 JG0225
 JG0225.Superseded values are not recommended for survey control.
 JG0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0225.See file dsdata.txt to determine how the superseded data were derived.
 JG0225
 JG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ270027(NAD 83)
 JG0225_MARKER: DB = BENCH MARK DISK
 JG0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0225_STAMPING: E 305 1953
 JG0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0225+STABILITY: SURFACE MOTION
 JG0225
 JG0225  HISTORY     - Date     Condition        Report By
 JG0225  HISTORY     - 1953     MONUMENTED       CGS
 JG0225
 JG0225                          STATION DESCRIPTION
 JG0225
 JG0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0225'0.9 MI E FROM BUNKER HILL.
 JG0225'0.9 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0225'AT BUNKER HILL, AT A ROAD CROSSING, 43 FEET EAST OF THE CENTER
 JG0225'LINE OF A DIRT ROAD, 48 FEET SOUTH OF THE SOUTH RAIL, 8 FEET
 JG0225'SOUTHEAST OF A FENCE CORNER, 21.5 FEET SOUTHWEST OF A POWER
 JG0225'POLE, 1.3 FEET SOUTH OF A FENCE, 1.2 FEET NORTH OF A WITNESS
 JG0225'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 JG0225'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0026 ***********************************************************************
 HG0026  DESIGNATION -  E 307
 HG0026  PID         -  HG0026
 HG0026  STATE/COUNTY-  KS/KINGMAN
 HG0026  USGS QUAD   -  KINGMAN (1983)
 HG0026
 HG0026                         *CURRENT SURVEY CONTROL
 HG0026  ___________________________________________________________________
 HG0026* NAD 83(1986)-  37 40 09.     (N)    098 05 49.     (W)     SCALED    
 HG0026* NAVD 88     -       485.437  (meters)    1592.64   (feet)  ADJUSTED  
 HG0026  ___________________________________________________________________
 HG0026  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HG0026  DYNAMIC HT  -         485.040 (meters)    1591.34  (feet)  COMP
 HG0026  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 HG0026
 HG0026  VERT ORDER  -  FIRST     CLASS II
 HG0026
 HG0026.The horizontal coordinates were scaled from a topographic map and have
 HG0026.an estimated accuracy of +/- 6 seconds.
 HG0026
 HG0026.The orthometric height was determined by differential leveling
 HG0026.and adjusted by the National Geodetic Survey in June 1991..
 HG0026
 HG0026.The geoid height was determined by GEOID03.
 HG0026
 HG0026.The dynamic height is computed by dividing the NAVD 88
 HG0026.geopotential number by the normal gravity value computed on the
 HG0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0026.degrees latitude (g = 980.6199 gals.).
 HG0026
 HG0026.The modeled gravity was interpolated from observed gravity values.
 HG0026
 HG0026;                    North         East    Units  Estimated Accuracy
 HG0026;SPC KS S     -   511,340.      435,560.      MT  (+/- 180 meters Scaled)
 HG0026
 HG0026                          SUPERSEDED SURVEY CONTROL
 HG0026
 HG0026  NGVD 29 (??/??/92)  485.258  (m)         1592.05   (f) ADJ UNCH    1 2
 HG0026
 HG0026.Superseded values are not recommended for survey control.
 HG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0026.See file dsdata.txt to determine how the superseded data were derived.
 HG0026
 HG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG796694(NAD 83)
 HG0026_MARKER: DB = BENCH MARK DISK
 HG0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0026_SP_SET: CONCRETE POST
 HG0026_STAMPING: E 307 1953
 HG0026_MARK LOGO: CGS   
 HG0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0026+STABILITY: SURFACE MOTION
 HG0026
 HG0026  HISTORY     - Date     Condition        Report By
 HG0026  HISTORY     - 1953     MONUMENTED       CGS
 HG0026  HISTORY     - 1965     MARK NOT FOUND   USGS
 HG0026  HISTORY     - 1986     GOOD             NGS
 HG0026
 HG0026                          STATION DESCRIPTION
 HG0026
 HG0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0026'2.6 MI NE FROM KINGMAN.
 HG0026'2.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0026'RAILROAD FROM THE STATION AT KINGMAN, ACROSS THE TRACK FROM THE
 HG0026'8TH POLE SOUTHWEST OF MILEPOST 29, 4 POLES NORTHEAST OF A ROAD
 HG0026'CROSSING, 45 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET
 HG0026'NORTHWEST OF A FENCE, 2.6 FEET NORTHEAST OF A WITNESS POST,
 HG0026'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 HG0026'THE GROUND.
 HG0026
 HG0026                          STATION RECOVERY (1965)
 HG0026
 HG0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HG0026'MARK NOT FOUND.
 HG0026
 HG0026                          STATION RECOVERY (1986)
 HG0026
 HG0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0026'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.9 KM (1.8 MI)
 HG0026'NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM ITS JUNCTION WITH U.S.
 HG0026'HIGHWAY 54 IN KINGMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0001 ***********************************************************************
 HG0001  DESIGNATION -  E 308
 HG0001  PID         -  HG0001
 HG0001  STATE/COUNTY-  KS/RENO
 HG0001  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0001
 HG0001                         *CURRENT SURVEY CONTROL
 HG0001  ___________________________________________________________________
 HG0001* NAD 83(1986)-  37 48 50.     (N)    098 00 03.     (W)     SCALED    
 HG0001* NAVD 88     -       474.668  (meters)    1557.31   (feet)  ADJUSTED  
 HG0001  ___________________________________________________________________
 HG0001  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 HG0001  DYNAMIC HT  -         474.295 (meters)    1556.08  (feet)  COMP
 HG0001  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 HG0001
 HG0001  VERT ORDER  -  FIRST     CLASS II
 HG0001
 HG0001.The horizontal coordinates were scaled from a topographic map and have
 HG0001.an estimated accuracy of +/- 6 seconds.
 HG0001
 HG0001.The orthometric height was determined by differential leveling
 HG0001.and adjusted by the National Geodetic Survey in June 1991..
 HG0001
 HG0001.The geoid height was determined by GEOID03.
 HG0001
 HG0001.The dynamic height is computed by dividing the NAVD 88
 HG0001.geopotential number by the normal gravity value computed on the
 HG0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0001.degrees latitude (g = 980.6199 gals.).
 HG0001
 HG0001.The modeled gravity was interpolated from observed gravity values.
 HG0001
 HG0001;                    North         East    Units  Estimated Accuracy
 HG0001;SPC KS S     -   527,440.      443,950.      MT  (+/- 180 meters Scaled)
 HG0001
 HG0001                          SUPERSEDED SURVEY CONTROL
 HG0001
 HG0001  NGVD 29 (??/??/92)  474.504  (m)         1556.77   (f) ADJ UNCH    1 2
 HG0001
 HG0001.Superseded values are not recommended for survey control.
 HG0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0001.See file dsdata.txt to determine how the superseded data were derived.
 HG0001
 HG0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG879856(NAD 83)
 HG0001_MARKER: DB = BENCH MARK DISK
 HG0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0001_STAMPING: E 308 1953
 HG0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0001+STABILITY: SURFACE MOTION
 HG0001
 HG0001  HISTORY     - Date     Condition        Report By
 HG0001  HISTORY     - 1953     MONUMENTED       CGS
 HG0001  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0001
 HG0001                          STATION DESCRIPTION
 HG0001
 HG0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0001'2.8 MI NE FROM PRETTY PRAIRIE.
 HG0001'2.8 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0001'RAILROAD FROM THE STATION AT PRETTY PRAIRIE, 96 FEET SOUTHEAST
 HG0001'OF MILEPOST 17, 44.6 FEET EAST OF THE EAST RAIL, 2.7 FEET WEST
 HG0001'OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, SET IN THE
 HG0001'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0001
 HG0001                          STATION RECOVERY (1986)
 HG0001
 HG0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0166 ***********************************************************************
 HG0166  DESIGNATION -  E 309
 HG0166  PID         -  HG0166
 HG0166  STATE/COUNTY-  KS/HARPER
 HG0166  USGS QUAD   -  HARPER (1973)
 HG0166
 HG0166                         *CURRENT SURVEY CONTROL
 HG0166  ___________________________________________________________________
 HG0166* NAD 83(1986)-  37 22 10.     (N)    098 04 13.     (W)     SCALED    
 HG0166* NAVD 88     -       478.210  (meters)    1568.93   (feet)  ADJUSTED  
 HG0166  ___________________________________________________________________
 HG0166  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HG0166  DYNAMIC HT  -         477.808 (meters)    1567.61  (feet)  COMP
 HG0166  MODELED GRAV-     979,776.4   (mgal)                       NAVD 88
 HG0166
 HG0166  VERT ORDER  -  FIRST     CLASS II
 HG0166
 HG0166.The horizontal coordinates were scaled from a topographic map and have
 HG0166.an estimated accuracy of +/- 6 seconds.
 HG0166
 HG0166.The orthometric height was determined by differential leveling
 HG0166.and adjusted by the National Geodetic Survey in June 1991..
 HG0166
 HG0166.The geoid height was determined by GEOID03.
 HG0166
 HG0166.The dynamic height is computed by dividing the NAVD 88
 HG0166.geopotential number by the normal gravity value computed on the
 HG0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0166.degrees latitude (g = 980.6199 gals.).
 HG0166
 HG0166.The modeled gravity was interpolated from observed gravity values.
 HG0166
 HG0166;                    North         East    Units  Estimated Accuracy
 HG0166;SPC KS S     -   478,090.      438,060.      MT  (+/- 180 meters Scaled)
 HG0166
 HG0166                          SUPERSEDED SURVEY CONTROL
 HG0166
 HG0166  NGVD 29 (??/??/92)  478.063  (m)         1568.44   (f) ADJ UNCH    1 2
 HG0166
 HG0166.Superseded values are not recommended for survey control.
 HG0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0166.See file dsdata.txt to determine how the superseded data were derived.
 HG0166
 HG0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG823362(NAD 83)
 HG0166_MARKER: DB = BENCH MARK DISK
 HG0166_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HG0166_SP_SET: SMALL BRIDGE ABUTMENT
 HG0166_STAMPING: E 309 1953
 HG0166_MARK LOGO: CGS   
 HG0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0166
 HG0166  HISTORY     - Date     Condition        Report By
 HG0166  HISTORY     - 1953     MONUMENTED       CGS
 HG0166  HISTORY     - 1985     GOOD             NGS
 HG0166
 HG0166                          STATION DESCRIPTION
 HG0166
 HG0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0166'5.8 MI S FROM RAGO.
 HG0166'5.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0166'FROM THE STATION AT RAGO, 45 FEET EAST OF THE EAST RAIL, 15
 HG0166'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 14, SET IN THE
 HG0166'TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A CONCRETE BRIDGE.
 HG0166
 HG0166                          STATION RECOVERY (1985)
 HG0166
 HG0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0803 ***********************************************************************
 JF0803  DESIGNATION -  E 31
 JF0803  PID         -  JF0803
 JF0803  STATE/COUNTY-  KS/MCPHERSON
 JF0803  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0803
 JF0803                         *CURRENT SURVEY CONTROL
 JF0803  ___________________________________________________________________
 JF0803* NAD 83(1986)-  38 22 16.     (N)    097 40 25.     (W)     SCALED    
 JF0803* NAVD 88     -       457.076  (meters)    1499.59   (feet)  ADJUSTED  
 JF0803  ___________________________________________________________________
 JF0803  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF0803  DYNAMIC HT  -         456.744 (meters)    1498.50  (feet)  COMP
 JF0803  MODELED GRAV-     979,889.4   (mgal)                       NAVD 88
 JF0803
 JF0803  VERT ORDER  -  FIRST     CLASS II
 JF0803
 JF0803.The horizontal coordinates were scaled from a topographic map and have
 JF0803.an estimated accuracy of +/- 6 seconds.
 JF0803
 JF0803.The orthometric height was determined by differential leveling
 JF0803.and adjusted by the National Geodetic Survey in June 1991..
 JF0803.WARNING-Repeat measurements at this control monument indicate possible
 JF0803.vertical movement.
 JF0803
 JF0803.The geoid height was determined by GEOID03.
 JF0803
 JF0803.The dynamic height is computed by dividing the NAVD 88
 JF0803.geopotential number by the normal gravity value computed on the
 JF0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0803.degrees latitude (g = 980.6199 gals.).
 JF0803
 JF0803.The modeled gravity was interpolated from observed gravity values.
 JF0803
 JF0803;                    North         East    Units  Estimated Accuracy
 JF0803;SPC KS S     -   589,490.      472,210.      MT  (+/- 180 meters Scaled)
 JF0803
 JF0803                          SUPERSEDED SURVEY CONTROL
 JF0803
 JF0803  NGVD 29 (??/??/92)  456.923  (m)         1499.09   (f) ADJ UNCH    1 2
 JF0803
 JF0803.Superseded values are not recommended for survey control.
 JF0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0803.See file dsdata.txt to determine how the superseded data were derived.
 JF0803
 JF0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH158478(NAD 83)
 JF0803_MARKER: DB = BENCH MARK DISK
 JF0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0803_SP_SET: CONCRETE POST
 JF0803_STAMPING: E 31 1934
 JF0803_MARK LOGO: CGS   
 JF0803_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0803+STABILITY: SURFACE MOTION
 JF0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0803+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1998
 JF0803
 JF0803  HISTORY     - Date     Condition        Report By
 JF0803  HISTORY     - 1934     MONUMENTED       CGS
 JF0803  HISTORY     - 1952     GOOD             NGS
 JF0803  HISTORY     - 1986     GOOD             NGS
 JF0803  HISTORY     - 19980115 GOOD             NGS
 JF0803
 JF0803                          STATION DESCRIPTION
 JF0803
 JF0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JF0803'AT MC PHERSON.
 JF0803'AT MC PHERSON, AT THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA
 JF0803'FE RAILROAD AND THE UNION PACIFIC RAILROAD, 0.3 MILE NORTH OF
 JF0803'THE UNION PACIFIC RAILROAD STATION, 300 FEET WEST OF THE ATCHISON,
 JF0803'TOPEKA AND SANTA FE RAILROAD STATION, 50.2 FEET EAST OF THE
 JF0803'EAST RAIL OF THE UNION PACIFIC RAILROAD, 55 FEET NORTH OF THE
 JF0803'NORTH RAIL OF THE MAIN TRACK OF THE ATCHISON, TOPEKA AND SANTA
 JF0803'FE RAILROAD, 27 FEET NORTH OF A TELEGRAPH POLE, 2 FEET NORTH
 JF0803'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 JF0803'FLUSH WITH THE GROUND.
 JF0803
 JF0803                          STATION RECOVERY (1986)
 JF0803
 JF0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0803'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--0.3
 JF0803'MI NORTH OF THE UNION PACIFIC RAILROAD STATION.
 JF0803
 JF0803                          STATION RECOVERY (1998)
 JF0803
 JF0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 JF0803'IN MCPHERSON, AT THE INTERSECTION OF THE BURLINGTON NORTHERN AND UNION
 JF0803'PACIFIC RAILROADS, 44.5 M (146.0 FT) WEST OF THE WEST LEG OF A DOUBLE
 JF0803'UTILITY POLE, 16.8 M (55.1 FT) NORTH OF THE NEAR RAIL OF THE
 JF0803'BURLINGTON NORTHERN RAILROAD, 15.3 M (50.2 FT) EAST OF THE NEAR RAIL
 JF0803'OF THE UNION PACIFIC RAILROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST,
 JF0803'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0193 ***********************************************************************
 HG0193  DESIGNATION -  E 310
 HG0193  PID         -  HG0193
 HG0193  STATE/COUNTY-  KS/HARPER
 HG0193  USGS QUAD   -  ANTHONY (1983)
 HG0193
 HG0193                         *CURRENT SURVEY CONTROL
 HG0193  ___________________________________________________________________
 HG0193* NAD 83(1986)-  37 09 11.     (N)    098 04 35.     (W)     SCALED    
 HG0193* NAVD 88     -       403.565  (meters)    1324.03   (feet)  ADJUSTED  
 HG0193  ___________________________________________________________________
 HG0193  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HG0193  DYNAMIC HT  -         403.227 (meters)    1322.92  (feet)  COMP
 HG0193  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 HG0193
 HG0193  VERT ORDER  -  FIRST     CLASS II
 HG0193
 HG0193.This mark is at Anthony Municipal Airport (ANY)
 HG0193
 HG0193.The horizontal coordinates were scaled from a topographic map and have
 HG0193.an estimated accuracy of +/- 6 seconds.
 HG0193
 HG0193.The orthometric height was determined by differential leveling
 HG0193.and adjusted by the National Geodetic Survey in June 1991..
 HG0193.WARNING-Repeat measurements at this control monument indicate possible
 HG0193.vertical movement.
 HG0193
 HG0193.The geoid height was determined by GEOID03.
 HG0193
 HG0193.The dynamic height is computed by dividing the NAVD 88
 HG0193.geopotential number by the normal gravity value computed on the
 HG0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0193.degrees latitude (g = 980.6199 gals.).
 HG0193
 HG0193.The modeled gravity was interpolated from observed gravity values.
 HG0193
 HG0193;                    North         East    Units  Estimated Accuracy
 HG0193;SPC KS S     -   454,070.      437,630.      MT  (+/- 180 meters Scaled)
 HG0193
 HG0193                          SUPERSEDED SURVEY CONTROL
 HG0193
 HG0193  NGVD 29 (??/??/92)  403.438  (m)         1323.61   (f) ADJ UNCH    1 2
 HG0193
 HG0193.Superseded values are not recommended for survey control.
 HG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0193.See file dsdata.txt to determine how the superseded data were derived.
 HG0193
 HG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG820122(NAD 83)
 HG0193_MARKER: DB = BENCH MARK DISK
 HG0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0193_SP_SET: CONCRETE POST
 HG0193_STAMPING: E 310 1953
 HG0193_MARK LOGO: CGS   
 HG0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0193+STABILITY: SURFACE MOTION
 HG0193
 HG0193  HISTORY     - Date     Condition        Report By
 HG0193  HISTORY     - 1953     MONUMENTED       CGS
 HG0193  HISTORY     - 1986     GOOD             NGS
 HG0193
 HG0193                          STATION DESCRIPTION
 HG0193
 HG0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0193'2.2 MI W FROM ANTHONY.
 HG0193'2.2 MILES WEST ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0193'AND SANTA FE RAILROAD STATION AT ANTHONY, AT THE ANTHONY
 HG0193'MUNICIPAL AIRPORT, 8 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 HG0193'THE NORTH HANGAR, ON THE EAST SIDE OF THE AIRPORT, SET IN THE
 HG0193'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 HG0193
 HG0193                          STATION RECOVERY (1986)
 HG0193
 HG0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0107 ***********************************************************************
 HG0107  DESIGNATION -  E 311
 HG0107  PID         -  HG0107
 HG0107  STATE/COUNTY-  KS/KINGMAN
 HG0107  USGS QUAD   -  KINGMAN (1983)
 HG0107
 HG0107                         *CURRENT SURVEY CONTROL
 HG0107  ___________________________________________________________________
 HG0107* NAD 83(1986)-  37 37 58.     (N)    098 02 26.     (W)     SCALED    
 HG0107* NAVD 88     -       449.288  (meters)    1474.04   (feet)  ADJUSTED  
 HG0107  ___________________________________________________________________
 HG0107  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 HG0107  DYNAMIC HT  -         448.921 (meters)    1472.84  (feet)  COMP
 HG0107  MODELED GRAV-     979,799.8   (mgal)                       NAVD 88
 HG0107
 HG0107  VERT ORDER  -  SECOND    CLASS 0
 HG0107
 HG0107.The horizontal coordinates were scaled from a topographic map and have
 HG0107.an estimated accuracy of +/- 6 seconds.
 HG0107
 HG0107.The orthometric height was determined by differential leveling
 HG0107.and adjusted by the National Geodetic Survey in June 1991..
 HG0107
 HG0107.The geoid height was determined by GEOID03.
 HG0107
 HG0107.The dynamic height is computed by dividing the NAVD 88
 HG0107.geopotential number by the normal gravity value computed on the
 HG0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0107.degrees latitude (g = 980.6199 gals.).
 HG0107
 HG0107.The modeled gravity was interpolated from observed gravity values.
 HG0107
 HG0107;                    North         East    Units  Estimated Accuracy
 HG0107;SPC KS S     -   507,320.      440,550.      MT  (+/- 180 meters Scaled)
 HG0107
 HG0107                          SUPERSEDED SURVEY CONTROL
 HG0107
 HG0107  NGVD 29 (??/??/92)  449.133  (m)         1473.53   (f) ADJ UNCH    2 0
 HG0107
 HG0107.Superseded values are not recommended for survey control.
 HG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0107.See file dsdata.txt to determine how the superseded data were derived.
 HG0107
 HG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG846655(NAD 83)
 HG0107_MARKER: DB = BENCH MARK DISK
 HG0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0107_STAMPING: E 311 1956
 HG0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0107+STABILITY: SURFACE MOTION
 HG0107
 HG0107  HISTORY     - Date     Condition        Report By
 HG0107  HISTORY     - 1956     MONUMENTED       CGS
 HG0107  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0107
 HG0107                          STATION DESCRIPTION
 HG0107
 HG0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HG0107'4.6 MI E FROM KINGMAN.
 HG0107'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0107'AND SANTA FE RAILROAD STATION AT KINGMAN, THENCE 3.95 MILES
 HG0107'EAST ALONG A GRADED DIRT ROAD, 99 FEET WEST OF A FENCE CORNER,
 HG0107'25 FEET SOUTH OF THE CENTER LINE OF A ROAD, 18 FEET EAST OF A
 HG0107'48 INCH COTTONWOOD TREE, 1.7 FEET NORTH OF A FENCE, 2.2 FEET
 HG0107'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HG0107'PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF
 HG0107'SECTION 12, TOWNSHIP 28 SOUTH, RANGE 7 WEST.
 HG0107
 HG0107                          STATION RECOVERY (1986)
 HG0107
 HG0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0107'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0952 ***********************************************************************
 HF0952  DESIGNATION -  E 312
 HF0952  PID         -  HF0952
 HF0952  STATE/COUNTY-  KS/SEDGWICK
 HF0952  USGS QUAD   -  LAKE AFTON (1980)
 HF0952
 HF0952                         *CURRENT SURVEY CONTROL
 HF0952  ___________________________________________________________________
 HF0952* NAD 83(1986)-  37 31 58.     (N)    097 40 48.     (W)     SCALED    
 HF0952* NAVD 88     -       399.635  (meters)    1311.14   (feet)  ADJUSTED  
 HF0952  ___________________________________________________________________
 HF0952  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HF0952  DYNAMIC HT  -         399.308 (meters)    1310.06  (feet)  COMP
 HF0952  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 HF0952
 HF0952  VERT ORDER  -  SECOND    CLASS 0
 HF0952
 HF0952.The horizontal coordinates were scaled from a topographic map and have
 HF0952.an estimated accuracy of +/- 6 seconds.
 HF0952
 HF0952.The orthometric height was determined by differential leveling
 HF0952.and adjusted by the National Geodetic Survey in June 1991..
 HF0952
 HF0952.The geoid height was determined by GEOID03.
 HF0952
 HF0952.The dynamic height is computed by dividing the NAVD 88
 HF0952.geopotential number by the normal gravity value computed on the
 HF0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0952.degrees latitude (g = 980.6199 gals.).
 HF0952
 HF0952.The modeled gravity was interpolated from observed gravity values.
 HF0952
 HF0952;                    North         East    Units  Estimated Accuracy
 HF0952;SPC KS S     -   496,440.      472,470.      MT  (+/- 180 meters Scaled)
 HF0952
 HF0952                          SUPERSEDED SURVEY CONTROL
 HF0952
 HF0952  NGVD 29 (??/??/92)  399.500  (m)         1310.69   (f) ADJ UNCH    2 0
 HF0952
 HF0952.Superseded values are not recommended for survey control.
 HF0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0952.See file dsdata.txt to determine how the superseded data were derived.
 HF0952
 HF0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG166547(NAD 83)
 HF0952_MARKER: DB = BENCH MARK DISK
 HF0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0952_STAMPING: E 312 1956
 HF0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0952+STABILITY: SURFACE MOTION
 HF0952
 HF0952  HISTORY     - Date     Condition        Report By
 HF0952  HISTORY     - 1956     MONUMENTED       CGS
 HF0952
 HF0952                          STATION DESCRIPTION
 HF0952
 HF0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0952'5.4 MI NW FROM VIOLA.
 HF0952'0.25 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0952'RAILROAD FROM THE STATION AT VIOLA, THENCE 3.15 MILES NORTH ALONG
 HF0952'AN OILED ROAD, THENCE 2.0 MILES WEST ALONG A GRADED DIRT ROAD, 89
 HF0952'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 35 FEET
 HF0952'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 21 FEET
 HF0952'NORTH OF A POWER POLE, 2 FEET WEST OF A FENCE, 1.4 FEET SOUTH
 HF0952'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0952'PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF
 HF0952'SECTION 7, TOWNSHIP 29 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1032 ***********************************************************************
 HF1032  DESIGNATION -  E 313 RESET
 HF1032  PID         -  HF1032
 HF1032  STATE/COUNTY-  KS/SEDGWICK
 HF1032  USGS QUAD   -  CHENEY (1982)
 HF1032
 HF1032                         *CURRENT SURVEY CONTROL
 HF1032  ___________________________________________________________________
 HF1032* NAD 83(1986)-  37 41 27.     (N)    097 47 22.     (W)     SCALED    
 HF1032* NAVD 88     -       425.66   (meters)    1396.5    (feet)  RESET     
 HF1032  ___________________________________________________________________
 HF1032  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 HF1032
 HF1032  VERT ORDER  -  THIRD
 HF1032
 HF1032.The horizontal coordinates were scaled from a topographic map and have
 HF1032.an estimated accuracy of +/- 6 seconds.
 HF1032
 HF1032.The orthometric height was computed from unverified reset data.
 HF1032
 HF1032.The geoid height was determined by GEOID03.
 HF1032
 HF1032;                    North         East    Units  Estimated Accuracy
 HF1032;SPC KS S     -   513,910.      462,670.      MT  (+/- 180 meters Scaled)
 HF1032
 HF1032                          SUPERSEDED SURVEY CONTROL
 HF1032
 HF1032.No superseded survey control is available for this station.
 HF1032
 HF1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG067722(NAD 83)
 HF1032_MARKER: DB = BENCH MARK DISK
 HF1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1032_STAMPING: E 313 RESET 1967
 HF1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1032+STABILITY: SURFACE MOTION
 HF1032
 HF1032  HISTORY     - Date     Condition        Report By
 HF1032  HISTORY     - 1967     MONUMENTED       CGS
 HF1032
 HF1032                          STATION DESCRIPTION
 HF1032
 HF1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HF1032'6.8 MI N FROM CHENEY.
 HF1032'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1032'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A
 HF1032'GRADED DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54,
 HF1032'THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 HF1032'WEST ALONG A GRAVELED ROAD, IN THE NORTHEAST QUARTER OF SECTION
 HF1032'19, T 27 S, R 4 W, IN THE NORTHWEST ANGLE OF A CROSSROAD, 140
 HF1032'FEET WEST OF THE CENTER OF A SURFACED ROAD, 110 FEET NORTH OF
 HF1032'AN EAST-WEST GRAVELED ROAD, 2 FEET SOUTHEAST OF A METAL WITNESS
 HF1032'POST, 1.5 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST, AND
 HF1032'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0851 ***********************************************************************
 HF0851  DESIGNATION -  E 314
 HF0851  PID         -  HF0851
 HF0851  STATE/COUNTY-  KS/SUMNER
 HF0851  USGS QUAD   -  CALDWELL NW (1971)
 HF0851
 HF0851                         *CURRENT SURVEY CONTROL
 HF0851  ___________________________________________________________________
 HF0851* NAD 83(1986)-  37 12 47.     (N)    097 39 22.     (W)     SCALED    
 HF0851* NAVD 88     -       370.715  (meters)    1216.25   (feet)  ADJUSTED  
 HF0851  ___________________________________________________________________
 HF0851  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 HF0851  DYNAMIC HT  -         370.407 (meters)    1215.24  (feet)  COMP
 HF0851  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 HF0851
 HF0851  VERT ORDER  -  SECOND    CLASS 0
 HF0851
 HF0851.The horizontal coordinates were scaled from a topographic map and have
 HF0851.an estimated accuracy of +/- 6 seconds.
 HF0851
 HF0851.The orthometric height was determined by differential leveling
 HF0851.and adjusted by the National Geodetic Survey in June 1991..
 HF0851
 HF0851.The geoid height was determined by GEOID03.
 HF0851
 HF0851.The dynamic height is computed by dividing the NAVD 88
 HF0851.geopotential number by the normal gravity value computed on the
 HF0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0851.degrees latitude (g = 980.6199 gals.).
 HF0851
 HF0851.The modeled gravity was interpolated from observed gravity values.
 HF0851
 HF0851;                    North         East    Units  Estimated Accuracy
 HF0851;SPC KS S     -   460,980.      474,910.      MT  (+/- 180 meters Scaled)
 HF0851
 HF0851                          SUPERSEDED SURVEY CONTROL
 HF0851
 HF0851  NGVD 29 (??/??/92)  370.604  (m)         1215.89   (f) ADJ UNCH    2 0
 HF0851
 HF0851.Superseded values are not recommended for survey control.
 HF0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0851.See file dsdata.txt to determine how the superseded data were derived.
 HF0851
 HF0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG192193(NAD 83)
 HF0851_MARKER: DB = BENCH MARK DISK
 HF0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0851_STAMPING: E 314 1956
 HF0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0851+STABILITY: SURFACE MOTION
 HF0851
 HF0851  HISTORY     - Date     Condition        Report By
 HF0851  HISTORY     - 1956     MONUMENTED       CGS
 HF0851
 HF0851                          STATION DESCRIPTION
 HF0851
 HF0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0851'4 MI S FROM MILAN.
 HF0851'3.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 HF0851'MILAN, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, 21 FEET
 HF0851'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 32 FEET WEST OF
 HF0851'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 4.5 FEET WEST OF A
 HF0851'POWER POLE, 1.4 FEET SOUTH OF A FENCE, 2.5 FEET EAST OF A WITNESS
 HF0851'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 HF0851'ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 32, TOWNSHIP 32
 HF0851'SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1048 ***********************************************************************
 HF1048  DESIGNATION -  E 315
 HF1048  PID         -  HF1048
 HF1048  STATE/COUNTY-  KS/RENO
 HF1048  USGS QUAD   -  CASTLETON (1965)
 HF1048
 HF1048                         *CURRENT SURVEY CONTROL
 HF1048  ___________________________________________________________________
 HF1048* NAD 83(1986)-  37 49 28.     (N)    097 55 04.     (W)     SCALED    
 HF1048* NAVD 88     -       442.126  (meters)    1450.54   (feet)  ADJUSTED  
 HF1048  ___________________________________________________________________
 HF1048  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 HF1048  DYNAMIC HT  -         441.782 (meters)    1449.41  (feet)  COMP
 HF1048  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 HF1048
 HF1048  VERT ORDER  -  SECOND    CLASS 0
 HF1048
 HF1048.The horizontal coordinates were scaled from a topographic map and have
 HF1048.an estimated accuracy of +/- 6 seconds.
 HF1048
 HF1048.The orthometric height was determined by differential leveling
 HF1048.and adjusted by the National Geodetic Survey in June 1991..
 HF1048
 HF1048.The geoid height was determined by GEOID03.
 HF1048
 HF1048.The dynamic height is computed by dividing the NAVD 88
 HF1048.geopotential number by the normal gravity value computed on the
 HF1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1048.degrees latitude (g = 980.6199 gals.).
 HF1048
 HF1048.The modeled gravity was interpolated from observed gravity values.
 HF1048
 HF1048;                    North         East    Units  Estimated Accuracy
 HF1048;SPC KS S     -   528,660.      451,260.      MT  (+/- 180 meters Scaled)
 HF1048
 HF1048                          SUPERSEDED SURVEY CONTROL
 HF1048
 HF1048  NGVD 29 (??/??/92)  441.977  (m)         1450.05   (f) ADJ UNCH    2 0
 HF1048
 HF1048.Superseded values are not recommended for survey control.
 HF1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1048.See file dsdata.txt to determine how the superseded data were derived.
 HF1048
 HF1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG952868(NAD 83)
 HF1048_MARKER: DB = BENCH MARK DISK
 HF1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF1048_SP_SET: CULVERT
 HF1048_STAMPING: E 315 1956
 HF1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1048
 HF1048  HISTORY     - Date     Condition        Report By
 HF1048  HISTORY     - 1956     MONUMENTED       CGS
 HF1048
 HF1048                          STATION DESCRIPTION
 HF1048
 HF1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1048'6.1 MI SE FROM CASTLETON.
 HF1048'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF1048'RAILROAD FROM THE STATION AT CASTLETON, THENCE 0.9 MILE EAST
 HF1048'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 HF1048'ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0
 HF1048'MILE SOUTH ALONG STATE HIGHWAY 17, THENCE 1.0 MILE EAST ALONG
 HF1048'A GRAVELED ROAD, 144 FEET SOUTH OF THE CENTER LINE OF A ROAD
 HF1048'LEADING WEST, 13 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 HF1048'SOUTH, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A
 HF1048'CONCRETE CULVERT, IN THE NORTHEAST 1/4 OF SECTION 1, TOWNSHIP
 HF1048'26 SOUTH, RANGE 6 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0835 ***********************************************************************
 HF0835  DESIGNATION -  E 316
 HF0835  PID         -  HF0835
 HF0835  STATE/COUNTY-  KS/SUMNER
 HF0835  USGS QUAD   -  CALDWELL (1971)
 HF0835
 HF0835                         *CURRENT SURVEY CONTROL
 HF0835  ___________________________________________________________________
 HF0835* NAD 83(1986)-  37 02 00.     (N)    097 35 01.     (W)     SCALED    
 HF0835* NAVD 88     -       347.521  (meters)    1140.16   (feet)  ADJUSTED  
 HF0835  ___________________________________________________________________
 HF0835  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HF0835  DYNAMIC HT  -         347.231 (meters)    1139.21  (feet)  COMP
 HF0835  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 HF0835
 HF0835  VERT ORDER  -  SECOND    CLASS 0
 HF0835
 HF0835.The horizontal coordinates were scaled from a topographic map and have
 HF0835.an estimated accuracy of +/- 6 seconds.
 HF0835
 HF0835.The orthometric height was determined by differential leveling
 HF0835.and adjusted by the National Geodetic Survey in June 1991..
 HF0835
 HF0835.The geoid height was determined by GEOID03.
 HF0835
 HF0835.The dynamic height is computed by dividing the NAVD 88
 HF0835.geopotential number by the normal gravity value computed on the
 HF0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0835.degrees latitude (g = 980.6199 gals.).
 HF0835
 HF0835.The modeled gravity was interpolated from observed gravity values.
 HF0835
 HF0835;                    North         East    Units  Estimated Accuracy
 HF0835;SPC KS S     -   441,100.      481,540.      MT  (+/- 180 meters Scaled)
 HF0835
 HF0835                          SUPERSEDED SURVEY CONTROL
 HF0835
 HF0835  NGVD 29 (??/??/92)  347.412  (m)         1139.80   (f) ADJ UNCH    2 0
 HF0835
 HF0835.Superseded values are not recommended for survey control.
 HF0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0835.See file dsdata.txt to determine how the superseded data were derived.
 HF0835
 HF0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF259995(NAD 83)
 HF0835_MARKER: DB = BENCH MARK DISK
 HF0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0835_STAMPING: E 316 1956
 HF0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0835+STABILITY: SURFACE MOTION
 HF0835
 HF0835  HISTORY     - Date     Condition        Report By
 HF0835  HISTORY     - 1956     MONUMENTED       CGS
 HF0835
 HF0835                          STATION DESCRIPTION
 HF0835
 HF0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0835'1.2 MI E FROM CALDWELL.
 HF0835'1.2 MILES EAST ALONG U.S. HIGHWAY 81 FROM THE ATCHISON, TOPEKA
 HF0835'AND SANTA FE RAILROAD STATION AT CALDWELL, AT THE CALDWELL AIRPORT,
 HF0835'19 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SOUTHWEST HANGAR,
 HF0835'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 HF0835'THE GROUND, IN SECTION 1, TOWNSHIP 35 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0343 ***********************************************************************
 JH0343  DESIGNATION -  E 32
 JH0343  PID         -  JH0343
 JH0343  STATE/COUNTY-  KS/HAMILTON
 JH0343  USGS QUAD   -  EAST BRIDGE CREEK SOUTH (1966)
 JH0343
 JH0343                         *CURRENT SURVEY CONTROL
 JH0343  ___________________________________________________________________
 JH0343* NAD 83(1986)-  38 01 18.     (N)    101 54 40.     (W)     SCALED    
 JH0343* NAVD 88     -      1011.748  (meters)    3319.38   (feet)  ADJUSTED  
 JH0343  ___________________________________________________________________
 JH0343  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 JH0343  DYNAMIC HT  -        1010.811 (meters)    3316.30  (feet)  COMP
 JH0343  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 JH0343
 JH0343  VERT ORDER  -  FIRST     CLASS II
 JH0343
 JH0343.The horizontal coordinates were scaled from a topographic map and have
 JH0343.an estimated accuracy of +/- 6 seconds.
 JH0343
 JH0343.The orthometric height was determined by differential leveling
 JH0343.and adjusted by the National Geodetic Survey in June 1991..
 JH0343
 JH0343.The geoid height was determined by GEOID03.
 JH0343
 JH0343.The dynamic height is computed by dividing the NAVD 88
 JH0343.geopotential number by the normal gravity value computed on the
 JH0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0343.degrees latitude (g = 980.6199 gals.).
 JH0343
 JH0343.The modeled gravity was interpolated from observed gravity values.
 JH0343
 JH0343;                    North         East    Units  Estimated Accuracy
 JH0343;SPC KS S     -   555,860.      100,570.      MT  (+/- 180 meters Scaled)
 JH0343
 JH0343                          SUPERSEDED SURVEY CONTROL
 JH0343
 JH0343  NGVD 29 (??/??/92) 1011.332  (m)         3318.01   (f) ADJ UNCH    1 2
 JH0343
 JH0343.Superseded values are not recommended for survey control.
 JH0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0343.See file dsdata.txt to determine how the superseded data were derived.
 JH0343
 JH0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH444122(NAD 83)
 JH0343_MARKER: DB = BENCH MARK DISK
 JH0343_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JH0343_SP_SET: BRIDGE ABUTMENT
 JH0343_STAMPING: E 32 1934
 JH0343_MARK LOGO: CGS   
 JH0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0343+STABILITY: SURFACE MOTION
 JH0343
 JH0343  HISTORY     - Date     Condition        Report By
 JH0343  HISTORY     - 1934     MONUMENTED       CGS
 JH0343  HISTORY     - 1986     GOOD             NGS
 JH0343
 JH0343                          STATION DESCRIPTION
 JH0343
 JH0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0343'5.6 MI E FROM COOLIDGE.
 JH0343'ABOUT 5.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JH0343'RAILWAY FROM THE STATION AT COOLIDGE, HAMILTON COUNTY, AT MILEAGE
 JH0343'463.15, AT BRIDGE 463 A, IN THE TOP OF THE NORTH END OF THE EAST
 JH0343'ABUTMENT, AND 10 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 JH0343'STANDARD DISK, STAMPED E 32 1934.
 JH0343
 JH0343                          STATION RECOVERY (1986)
 JH0343
 JH0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0343'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 JH0343'ADD--9.1 KM (5.65 MI) EAST ALONG US HIGHWAY 50 FROM THE POST OFFICE AT
 JH0343'COOLIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1195 ***********************************************************************
 JE1195  DESIGNATION -  E 324
 JE1195  PID         -  JE1195
 JE1195  STATE/COUNTY-  KS/COFFEY
 JE1195  USGS QUAD   -  WAVERLY NW (1983)
 JE1195
 JE1195                         *CURRENT SURVEY CONTROL
 JE1195  ___________________________________________________________________
 JE1195* NAD 83(1986)-  38 25 09.     (N)    095 39 20.     (W)     SCALED    
 JE1195* NAVD 88     -       338.953  (meters)    1112.05   (feet)  ADJUSTED  
 JE1195  ___________________________________________________________________
 JE1195  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 JE1195  DYNAMIC HT  -         338.709 (meters)    1111.25  (feet)  COMP
 JE1195  MODELED GRAV-     979,899.6   (mgal)                       NAVD 88
 JE1195
 JE1195  VERT ORDER  -  SECOND    CLASS 0
 JE1195
 JE1195.The horizontal coordinates were scaled from a topographic map and have
 JE1195.an estimated accuracy of +/- 6 seconds.
 JE1195
 JE1195.The orthometric height was determined by differential leveling
 JE1195.and adjusted by the National Geodetic Survey in June 1991..
 JE1195
 JE1195.The geoid height was determined by GEOID03.
 JE1195
 JE1195.The dynamic height is computed by dividing the NAVD 88
 JE1195.geopotential number by the normal gravity value computed on the
 JE1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1195.degrees latitude (g = 980.6199 gals.).
 JE1195
 JE1195.The modeled gravity was interpolated from observed gravity values.
 JE1195
 JE1195;                    North         East    Units  Estimated Accuracy
 JE1195;SPC KS S     -   598,290.      648,360.      MT  (+/- 180 meters Scaled)
 JE1195
 JE1195                          SUPERSEDED SURVEY CONTROL
 JE1195
 JE1195  NGVD 29 (??/??/92)  338.787  (m)         1111.50   (f) ADJ UNCH    2 0
 JE1195
 JE1195.Superseded values are not recommended for survey control.
 JE1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1195.See file dsdata.txt to determine how the superseded data were derived.
 JE1195
 JE1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC681556(NAD 83)
 JE1195_MARKER: DB = BENCH MARK DISK
 JE1195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1195_SP_SET: CULVERT
 JE1195_STAMPING: 324 1960
 JE1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1195
 JE1195  HISTORY     - Date     Condition        Report By
 JE1195  HISTORY     - 1960     MONUMENTED       CGS
 JE1195
 JE1195                          STATION DESCRIPTION
 JE1195
 JE1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1195'5 MI NW FROM WAVERLY.
 JE1195'0.15 MILE SOUTH ALONG OILED ROAD FROM THE RAILROAD DEPOT AT
 JE1195'WAVERLY, THENCE 2.15 MILES WEST ALONG A GRAVELED ROAD, THENCE
 JE1195'1.0 MILE NORTH ALONG A GRAVELED ROAD, THNCE 1.0 WEST ALONG U.S.
 JE1195'HIGHWAY 50, THENCE 1.0 MILE NORTH ALONG GRAVELED ROAD, ABOUT
 JE1195'125 FEET WEST OF THE INTERSECTION OF A NORTH-SOUTH EAST-WEST
 JE1195'X-ROAD, 12 FEET SOUTH OF THE CENTER OF THE ROAD, CEMENTED IN
 JE1195'THE WEST END OF THE SOUTH ABUTMENT OF A SMALL CULVERT AND ABOUT
 JE1195'1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0128 ***********************************************************************
 JF0128  DESIGNATION -  E 325
 JF0128  PID         -  JF0128
 JF0128  STATE/COUNTY-  KS/WABAUNSEE
 JF0128  USGS QUAD   -  KEENE (1983)
 JF0128
 JF0128                         *CURRENT SURVEY CONTROL
 JF0128  ___________________________________________________________________
 JF0128* NAD 83(1986)-  38 57 24.     (N)    096 03 30.     (W)     SCALED    
 JF0128* NAVD 88     -       348.213  (meters)    1142.43   (feet)  ADJUSTED  
 JF0128  ___________________________________________________________________
 JF0128  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JF0128  DYNAMIC HT  -         347.975 (meters)    1141.65  (feet)  COMP
 JF0128  MODELED GRAV-     979,933.7   (mgal)                       NAVD 88
 JF0128
 JF0128  VERT ORDER  -  SECOND    CLASS 0
 JF0128
 JF0128.The horizontal coordinates were scaled from a topographic map and have
 JF0128.an estimated accuracy of +/- 6 seconds.
 JF0128
 JF0128.The orthometric height was determined by differential leveling
 JF0128.and adjusted by the National Geodetic Survey in June 1991..
 JF0128
 JF0128.The geoid height was determined by GEOID03.
 JF0128
 JF0128.The dynamic height is computed by dividing the NAVD 88
 JF0128.geopotential number by the normal gravity value computed on the
 JF0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0128.degrees latitude (g = 980.6199 gals.).
 JF0128
 JF0128.The modeled gravity was interpolated from observed gravity values.
 JF0128
 JF0128;                    North         East    Units  Estimated Accuracy
 JF0128;SPC KS N     -    71,000.      568,280.      MT  (+/- 180 meters Scaled)
 JF0128
 JF0128                          SUPERSEDED SURVEY CONTROL
 JF0128
 JF0128  NGVD 29 (??/??/92)  348.064  (m)         1141.94   (f) ADJ UNCH    2 0
 JF0128
 JF0128.Superseded values are not recommended for survey control.
 JF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0128.See file dsdata.txt to determine how the superseded data were derived.
 JF0128
 JF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ549160(NAD 83)
 JF0128_MARKER: DB = BENCH MARK DISK
 JF0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0128_SP_SET: BRIDGE
 JF0128_STAMPING: E 325 1960
 JF0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0128
 JF0128  HISTORY     - Date     Condition        Report By
 JF0128  HISTORY     - 1960     MONUMENTED       CGS
 JF0128  HISTORY     - 1961     GOOD             NGS
 JF0128  HISTORY     - 20050504 MARK NOT FOUND   NGS
 JF0128
 JF0128                          STATION DESCRIPTION
 JF0128
 JF0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JF0128'8.8 MI NE FROM ESKRIDGE.
 JF0128'8.8 MILES EAST AND NORTH ALONG STATE HIGHWAY 4 FROM THE POST
 JF0128'OFFICE AT ESKRIDGE, 0.1 MILE WEST OF A CROSS-ROAD, 14 FEET
 JF0128'SOUTH OF THE CENTER OF THE HIGHWAY, CEMENTED IN A DRILL HOLE
 JF0128'2 FEET WEST OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE
 JF0128'BRIDGE, ABOUT LEVEL WITH THE HIGHWAY.
 JF0128
 JF0128                          STATION RECOVERY (2005)
 JF0128
 JF0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 JF0128'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE KANSAS STATE
 JF0128'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 JF0128'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0227 ***********************************************************************
 JF0227  DESIGNATION -  E 326
 JF0227  PID         -  JF0227
 JF0227  STATE/COUNTY-  KS/LYON
 JF0227  USGS QUAD   -  LANG (1979)
 JF0227
 JF0227                         *CURRENT SURVEY CONTROL
 JF0227  ___________________________________________________________________
 JF0227* NAD 83(1986)-  38 24 42.     (N)    096 07 09.     (W)     SCALED    
 JF0227* NAVD 88     -       338.107  (meters)    1109.27   (feet)  ADJUSTED  
 JF0227  ___________________________________________________________________
 JF0227  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 JF0227  DYNAMIC HT  -         337.861 (meters)    1108.47  (feet)  COMP
 JF0227  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 JF0227
 JF0227  VERT ORDER  -  SECOND    CLASS 0
 JF0227
 JF0227.The horizontal coordinates were scaled from a topographic map and have
 JF0227.an estimated accuracy of +/- 6 seconds.
 JF0227
 JF0227.The orthometric height was determined by differential leveling
 JF0227.and adjusted by the National Geodetic Survey in June 1991..
 JF0227
 JF0227.The geoid height was determined by GEOID03.
 JF0227
 JF0227.The dynamic height is computed by dividing the NAVD 88
 JF0227.geopotential number by the normal gravity value computed on the
 JF0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0227.degrees latitude (g = 980.6199 gals.).
 JF0227
 JF0227.The modeled gravity was interpolated from observed gravity values.
 JF0227
 JF0227;                    North         East    Units  Estimated Accuracy
 JF0227;SPC KS S     -   596,330.      607,910.      MT  (+/- 180 meters Scaled)
 JF0227
 JF0227                          SUPERSEDED SURVEY CONTROL
 JF0227
 JF0227  NGVD 29 (??/??/92)  337.959  (m)         1108.79   (f) ADJ UNCH    2 0
 JF0227
 JF0227.Superseded values are not recommended for survey control.
 JF0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0227.See file dsdata.txt to determine how the superseded data were derived.
 JF0227
 JF0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH515554(NAD 83)
 JF0227_MARKER: DB = BENCH MARK DISK
 JF0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0227_SP_SET: BRIDGE BANNISTER
 JF0227_STAMPING: E 326 1974
 JF0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0227
 JF0227  HISTORY     - Date     Condition        Report By
 JF0227  HISTORY     - 1974     MONUMENTED       NGS
 JF0227
 JF0227                          STATION DESCRIPTION
 JF0227
 JF0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JF0227'1.1 MI E FROM EMPORIA.
 JF0227'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35
 JF0227'AND THE BUSINESS ROUTE OF U.S. HIGHWAY 50, WHICH IS ABOUT 2.5
 JF0227'MILES EAST OF DOWNTOWN EMPORIA, GO EAST ALONG U.S. HIGHWAY 50 FOR
 JF0227'1.1 MILE TO THE MARK SET IN THE TOP OF THE WEST END OF SOUTH
 JF0227'BANISTER OF A BRIDGE OVER THE NEOSHO RIVER.  THE MARK IS 15 FEET
 JF0227'SOUTH OF THE CENTERLINE OF HIGHWAY, 12.0 FEET EAST OF THE WEST
 JF0227'END OF BANISTER AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1409 ***********************************************************************
 JE1409  DESIGNATION -  E 327
 JE1409  PID         -  JE1409
 JE1409  STATE/COUNTY-  KS/FRANKLIN
 JE1409  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE1409
 JE1409                         *CURRENT SURVEY CONTROL
 JE1409  ___________________________________________________________________
 JE1409* NAD 83(1986)-  38 33 24.     (N)    095 20 16.     (W)     SCALED    
 JE1409* NAVD 88     -       284.107  (meters)     932.11   (feet)  ADJUSTED  
 JE1409  ___________________________________________________________________
 JE1409  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JE1409  DYNAMIC HT  -         283.908 (meters)     931.45  (feet)  COMP
 JE1409  MODELED GRAV-     979,921.6   (mgal)                       NAVD 88
 JE1409
 JE1409  VERT ORDER  -  SECOND    CLASS 0
 JE1409
 JE1409.The horizontal coordinates were scaled from a topographic map and have
 JE1409.an estimated accuracy of +/- 6 seconds.
 JE1409
 JE1409.The orthometric height was determined by differential leveling
 JE1409.and adjusted by the National Geodetic Survey in June 1991..
 JE1409
 JE1409.The geoid height was determined by GEOID03.
 JE1409
 JE1409.The dynamic height is computed by dividing the NAVD 88
 JE1409.geopotential number by the normal gravity value computed on the
 JE1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1409.degrees latitude (g = 980.6199 gals.).
 JE1409
 JE1409.The modeled gravity was interpolated from observed gravity values.
 JE1409
 JE1409;                    North         East    Units  Estimated Accuracy
 JE1409;SPC KS S     -   614,440.      675,580.      MT  (+/- 180 meters Scaled)
 JE1409
 JE1409                          SUPERSEDED SURVEY CONTROL
 JE1409
 JE1409  NGVD 29 (??/??/92)  283.986  (m)          931.71   (f) ADJ UNCH    2 0
 JE1409
 JE1409.Superseded values are not recommended for survey control.
 JE1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1409.See file dsdata.txt to determine how the superseded data were derived.
 JE1409
 JE1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC962701(NAD 83)
 JE1409_MARKER: DB = BENCH MARK DISK
 JE1409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1409_SP_SET: BRIDGE
 JE1409_STAMPING: E 327 1974
 JE1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1409
 JE1409  HISTORY     - Date     Condition        Report By
 JE1409  HISTORY     - 1974     MONUMENTED       NGS
 JE1409
 JE1409                          STATION DESCRIPTION
 JE1409
 JE1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1409'4.2 MI W FROM OTTAWA.
 JE1409'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND US
 JE1409'HIGHWAY 59, WHICH IS ABOUT 2.0 MILES SOUTH OF OTTAWA, GO WEST ALONG
 JE1409'I-35 FOR 4.2 MILES TO THE MARK SET IN THE TOP OF THE NORTHEAST
 JE1409'WINGWALL OF THE SOUTH ONE OF TWO BRIDGES OVER A SMALL CREEK.  THE MARK
 JE1409'IS 19.5 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND LANE OF I-35
 JE1409'AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1451 ***********************************************************************
 JE1451  DESIGNATION -  E 328
 JE1451  PID         -  JE1451
 JE1451  STATE/COUNTY-  KS/MIAMI
 JE1451  USGS QUAD   -  WELLSVILLE (1973)
 JE1451
 JE1451                         *CURRENT SURVEY CONTROL
 JE1451  ___________________________________________________________________
 JE1451* NAD 83(1986)-  38 43 25.     (N)    095 02 17.     (W)     SCALED    
 JE1451* NAVD 88     -       315.480  (meters)    1035.04   (feet)  ADJUSTED  
 JE1451  ___________________________________________________________________
 JE1451  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JE1451  DYNAMIC HT  -         315.265 (meters)    1034.33  (feet)  COMP
 JE1451  MODELED GRAV-     979,937.7   (mgal)                       NAVD 88
 JE1451
 JE1451  VERT ORDER  -  SECOND    CLASS 0
 JE1451
 JE1451.The horizontal coordinates were scaled from a topographic map and have
 JE1451.an estimated accuracy of +/- 6 seconds.
 JE1451
 JE1451.The orthometric height was determined by differential leveling
 JE1451.and adjusted by the National Geodetic Survey in June 1991..
 JE1451
 JE1451.The geoid height was determined by GEOID03.
 JE1451
 JE1451.The dynamic height is computed by dividing the NAVD 88
 JE1451.geopotential number by the normal gravity value computed on the
 JE1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1451.degrees latitude (g = 980.6199 gals.).
 JE1451
 JE1451.The modeled gravity was interpolated from observed gravity values.
 JE1451
 JE1451;                    North         East    Units  Estimated Accuracy
 JE1451;SPC KS S     -   633,890.      701,000.      MT  (+/- 180 meters Scaled)
 JE1451
 JE1451                          SUPERSEDED SURVEY CONTROL
 JE1451
 JE1451  NGVD 29 (??/??/92)  315.357  (m)         1034.63   (f) ADJ UNCH    2 0
 JE1451
 JE1451.Superseded values are not recommended for survey control.
 JE1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1451.See file dsdata.txt to determine how the superseded data were derived.
 JE1451
 JE1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC228880(NAD 83)
 JE1451_MARKER: DB = BENCH MARK DISK
 JE1451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1451_SP_SET: BRIDGE
 JE1451_STAMPING: E 328 1974
 JE1451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1451
 JE1451  HISTORY     - Date     Condition        Report By
 JE1451  HISTORY     - 1974     MONUMENTED       NGS
 JE1451
 JE1451                          STATION DESCRIPTION
 JE1451
 JE1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1451'2.6 MI NE FROM WELLSVILLE.
 JE1451'ABOUT 2.6 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1451'JUNCTION WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE SOUTH OF
 JE1451'WELLSVILLE, 17.0 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHEAST
 JE1451'BOUND LANE OF HIGHWAY AND 6.0 FEET SOUTH OF THE NORTHEAST END OF
 JE1451'BANISTER.  SET IN THE TOP OF THE BASE OF THE NORTHWEST BANISTER OF THE
 JE1451'SOUTHEAST ONE OF TWO BRIDGES OVER A GRAVEL ROAD AND IS ABOUT 1 FOOT
 JE1451'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0309 ***********************************************************************
 HH0309  DESIGNATION -  E 33
 HH0309  PID         -  HH0309
 HH0309  STATE/COUNTY-  KS/FINNEY
 HH0309  USGS QUAD   -  DEERFIELD NE (1978)
 HH0309
 HH0309                         *CURRENT SURVEY CONTROL
 HH0309  ___________________________________________________________________
 HH0309* NAD 83(1986)-  37 59 46.     (N)    101 02 54.     (W)     SCALED    
 HH0309* NAVD 88     -       886.452  (meters)    2908.30   (feet)  ADJUSTED  
 HH0309  ___________________________________________________________________
 HH0309  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 HH0309  DYNAMIC HT  -         885.659 (meters)    2905.70  (feet)  COMP
 HH0309  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 HH0309
 HH0309  VERT ORDER  -  FIRST     CLASS II
 HH0309
 HH0309.The horizontal coordinates were scaled from a topographic map and have
 HH0309.an estimated accuracy of +/- 6 seconds.
 HH0309
 HH0309.The orthometric height was determined by differential leveling
 HH0309.and adjusted by the National Geodetic Survey in June 1991..
 HH0309
 HH0309.The geoid height was determined by GEOID03.
 HH0309
 HH0309.The dynamic height is computed by dividing the NAVD 88
 HH0309.geopotential number by the normal gravity value computed on the
 HH0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0309.degrees latitude (g = 980.6199 gals.).
 HH0309
 HH0309.The modeled gravity was interpolated from observed gravity values.
 HH0309
 HH0309;                    North         East    Units  Estimated Accuracy
 HH0309;SPC KS S     -   550,610.      176,200.      MT  (+/- 180 meters Scaled)
 HH0309
 HH0309                          SUPERSEDED SURVEY CONTROL
 HH0309
 HH0309  NGVD 29 (??/??/92)  886.056  (m)         2907.00   (f) ADJ UNCH    1 2
 HH0309
 HH0309.Superseded values are not recommended for survey control.
 HH0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0309.See file dsdata.txt to determine how the superseded data were derived.
 HH0309
 HH0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH201073(NAD 83)
 HH0309_MARKER: DB = BENCH MARK DISK
 HH0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0309_STAMPING: E 33 1934
 HH0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0309+STABILITY: SURFACE MOTION
 HH0309
 HH0309  HISTORY     - Date     Condition        Report By
 HH0309  HISTORY     - 1934     MONUMENTED       CGS
 HH0309  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0309
 HH0309                          STATION DESCRIPTION
 HH0309
 HH0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0309'3.3 MI W FROM HOLCOMB.
 HH0309'ABOUT 3.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0309'RAILWAY FROM HOLCOMB, FINNEY COUNTY, AT MILEAGE 412.12, ABOUT
 HH0309'100 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND ABOUT
 HH0309'40 FEET SOUTHEAST OF AN IRRIGATION DITCH.  A STANDARD DISK,
 HH0309'STAMPED E 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0309
 HH0309                          STATION RECOVERY (1986)
 HH0309
 HH0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0309'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0470 ***********************************************************************
 KF0470  DESIGNATION -  E 331
 KF0470  PID         -  KF0470
 KF0470  STATE/COUNTY-  KS/OTTAWA
 KF0470  USGS QUAD   -  MINNEAPOLIS NORTH (1965)
 KF0470
 KF0470                         *CURRENT SURVEY CONTROL
 KF0470  ___________________________________________________________________
 KF0470* NAD 83(1986)-  39 08 18.     (N)    097 42 20.     (W)     SCALED    
 KF0470* NAVD 88     -       386.921  (meters)    1269.42   (feet)  ADJUSTED  
 KF0470  ___________________________________________________________________
 KF0470  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 KF0470  DYNAMIC HT  -         386.672 (meters)    1268.61  (feet)  COMP
 KF0470  MODELED GRAV-     979,972.0   (mgal)                       NAVD 88
 KF0470
 KF0470  VERT ORDER  -  SECOND    CLASS 0
 KF0470
 KF0470.The horizontal coordinates were scaled from a topographic map and have
 KF0470.an estimated accuracy of +/- 6 seconds.
 KF0470
 KF0470.The orthometric height was determined by differential leveling
 KF0470.and adjusted by the National Geodetic Survey in June 1991..
 KF0470
 KF0470.The geoid height was determined by GEOID03.
 KF0470
 KF0470.The dynamic height is computed by dividing the NAVD 88
 KF0470.geopotential number by the normal gravity value computed on the
 KF0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0470.degrees latitude (g = 980.6199 gals.).
 KF0470
 KF0470.The modeled gravity was interpolated from observed gravity values.
 KF0470
 KF0470;                    North         East    Units  Estimated Accuracy
 KF0470;SPC KS N     -    89,410.      425,460.      MT  (+/- 180 meters Scaled)
 KF0470
 KF0470                          SUPERSEDED SURVEY CONTROL
 KF0470
 KF0470  NGVD 29 (??/??/92)  386.814  (m)         1269.07   (f) ADJ UNCH    2 0
 KF0470
 KF0470.Superseded values are not recommended for survey control.
 KF0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0470.See file dsdata.txt to determine how the superseded data were derived.
 KF0470
 KF0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ118329(NAD 83)
 KF0470_MARKER: DB = BENCH MARK DISK
 KF0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0470_STAMPING: E 331 1960
 KF0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0470+STABILITY: SURFACE MOTION
 KF0470
 KF0470  HISTORY     - Date     Condition        Report By
 KF0470  HISTORY     - 1960     MONUMENTED       CGS
 KF0470
 KF0470                          STATION DESCRIPTION
 KF0470
 KF0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0470'1 MI NE FROM MINNEAPOLIS.
 KF0470'1 MILE NORTHEAST ALONG THE SANTA FE RAILROAD FROM THE STATION
 KF0470'AT MINNEAPOLIS TO A PAVED ROAD CROSSING, 5 POLES SOUTHEAST FROM
 KF0470'MILE POST 23, 59 FEET EAST OF CENTER LINE OF THE ROAD, 42 FEET
 KF0470'SOUTH FROM THE SOUTH RAIL, 2.2 FEET SOUTHEAST FROM A METAL
 KF0470'WITNESS POST WITH SIGN, SET IN THE TOP OF A CYLINDRICAL CONCRETE
 KF0470'MONUMENT PROJECTING 8-INCHES ABOVE GROUND, AND ABOUT 1 FOOT LOWER
 KF0470'THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0138 ***********************************************************************
 JG0138  DESIGNATION -  E 332
 JG0138  PID         -  JG0138
 JG0138  STATE/COUNTY-  KS/RICE
 JG0138  USGS QUAD   -  LITTLE RIVER (1970)
 JG0138
 JG0138                         *CURRENT SURVEY CONTROL
 JG0138  ___________________________________________________________________
 JG0138* NAD 83(1986)-  38 23 28.     (N)    098 05 06.     (W)     SCALED    
 JG0138* NAVD 88     -       527.785  (meters)    1731.57   (feet)  ADJUSTED  
 JG0138  ___________________________________________________________________
 JG0138  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 JG0138  DYNAMIC HT  -         527.390 (meters)    1730.28  (feet)  COMP
 JG0138  MODELED GRAV-     979,864.2   (mgal)                       NAVD 88
 JG0138
 JG0138  VERT ORDER  -  SECOND    CLASS 0
 JG0138
 JG0138.The horizontal coordinates were scaled from a topographic map and have
 JG0138.an estimated accuracy of +/- 6 seconds.
 JG0138
 JG0138.The orthometric height was determined by differential leveling
 JG0138.and adjusted by the National Geodetic Survey in June 1991..
 JG0138
 JG0138.The geoid height was determined by GEOID03.
 JG0138
 JG0138.The dynamic height is computed by dividing the NAVD 88
 JG0138.geopotential number by the normal gravity value computed on the
 JG0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0138.degrees latitude (g = 980.6199 gals.).
 JG0138
 JG0138.The modeled gravity was interpolated from observed gravity values.
 JG0138
 JG0138;                    North         East    Units  Estimated Accuracy
 JG0138;SPC KS S     -   591,470.      436,260.      MT  (+/- 180 meters Scaled)
 JG0138
 JG0138                          SUPERSEDED SURVEY CONTROL
 JG0138
 JG0138  NGVD 29 (??/??/92)  527.630  (m)         1731.07   (f) ADJ UNCH    2 0
 JG0138
 JG0138.Superseded values are not recommended for survey control.
 JG0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0138.See file dsdata.txt to determine how the superseded data were derived.
 JG0138
 JG0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH799496(NAD 83)
 JG0138_MARKER: DB = BENCH MARK DISK
 JG0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0138_STAMPING: E 332 1961
 JG0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0138+STABILITY: SURFACE MOTION
 JG0138
 JG0138  HISTORY     - Date     Condition        Report By
 JG0138  HISTORY     - 1961     MONUMENTED       CGS
 JG0138
 JG0138                          STATION DESCRIPTION
 JG0138
 JG0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JG0138'1 MI NE FROM MITCHELL.
 JG0138'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0138'STATION AT MITCHELL TO A ROAD CROSSING, THENCE 0.3 MILE EAST ALONG
 JG0138'A COUNTY ROAD ON THE SECTION LINE, 100 YARDS SOUTHEAST FROM THE
 JG0138'SOUTHEAST CORNER OF A FARM HOUSE, 29 FEET NORTH FROM THE CENTER
 JG0138'OF THE ROAD, 3 FEET EAST OF A POLE, 2 FEET SOUTH FROM THE FENCE,
 JG0138'2 FEET NORTH FROM A METAL WITNESS POST WITH SIGN, SET IN A 10-INCH
 JG0138'SQUARE TOPPED CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0334 ***********************************************************************
 HF0334  DESIGNATION -  E 334
 HF0334  PID         -  HF0334
 HF0334  STATE/COUNTY-  KS/BUTLER
 HF0334  USGS QUAD   -  EL DORADO NW (1961)
 HF0334
 HF0334                         *CURRENT SURVEY CONTROL
 HF0334  ___________________________________________________________________
 HF0334* NAD 83(1986)-  37 59 04.     (N)    096 57 26.     (W)     SCALED    
 HF0334* NAVD 88     -       432.063  (meters)    1417.53   (feet)  ADJUSTED  
 HF0334  ___________________________________________________________________
 HF0334  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0334  DYNAMIC HT  -         431.731 (meters)    1416.44  (feet)  COMP
 HF0334  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 HF0334
 HF0334  VERT ORDER  -  SECOND    CLASS 0
 HF0334
 HF0334.The horizontal coordinates were scaled from a topographic map and have
 HF0334.an estimated accuracy of +/- 6 seconds.
 HF0334
 HF0334.The orthometric height was determined by differential leveling
 HF0334.and adjusted by the National Geodetic Survey in June 1991..
 HF0334
 HF0334.The geoid height was determined by GEOID03.
 HF0334
 HF0334.The dynamic height is computed by dividing the NAVD 88
 HF0334.geopotential number by the normal gravity value computed on the
 HF0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0334.degrees latitude (g = 980.6199 gals.).
 HF0334
 HF0334.The modeled gravity was interpolated from observed gravity values.
 HF0334
 HF0334;                    North         East    Units  Estimated Accuracy
 HF0334;SPC KS S     -   547,380.      535,520.      MT  (+/- 180 meters Scaled)
 HF0334
 HF0334                          SUPERSEDED SURVEY CONTROL
 HF0334
 HF0334  NGVD 29 (??/??/92)  431.923  (m)         1417.07   (f) ADJ UNCH    2 0
 HF0334
 HF0334.Superseded values are not recommended for survey control.
 HF0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0334.See file dsdata.txt to determine how the superseded data were derived.
 HF0334
 HF0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH793060(NAD 83)
 HF0334_MARKER: DB = BENCH MARK DISK
 HF0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0334_STAMPING: E 334 1962
 HF0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0334+STABILITY: SURFACE MOTION
 HF0334
 HF0334  HISTORY     - Date     Condition        Report By
 HF0334  HISTORY     - 1962     MONUMENTED       CGS
 HF0334  HISTORY     - 20060613 MARK NOT FOUND   INDIV
 HF0334  HISTORY     - 20060613 MARK NOT FOUND   INDIV
 HF0334
 HF0334                          STATION DESCRIPTION
 HF0334
 HF0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0334'5.8 MI W FROM DE GRAFF.
 HF0334'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0334'DE GRAFF, THENCE 5.5 MILES WEST ALONG A BLACKTOP ROAD, 59.8
 HF0334'FEET WEST OF A TELEPHONE POLE, 42 1/2 FEET SOUTH OF THE CENTER
 HF0334'OF ROAD, 2 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN, 0.5
 HF0334'FOOT NORTH OF A FENCE LINE, SET IN TOP OF A SQUARE CONCRETE
 HF0334'POST PROJECTING 4 INCHES ABOVE GROUND, SECTION 11, TOWNSHIP
 HF0334'24 SOUTH, RANGE 4 EAST.
 HF0334
 HF0334                          STATION RECOVERY (2006)
 HF0334
 HF0334'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HF0334'MARK NOT FOUND.
 HF0334
 HF0334                          STATION RECOVERY (2006)
 HF0334
 HF0334'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0334'SCHOOLHOUSE IN DEGRAFF NO LONGER EXISTS.  UNABLE TO LOCATE BENCHMARK
 HF0334'BECAUSE THERE ARE NO TELEPHONE POLES ALONG THE ROAD IN SECTION 11 AND
 HF0334'THE WITNESS POST WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0397 ***********************************************************************
 HF0397  DESIGNATION -  E 335
 HF0397  PID         -  HF0397
 HF0397  STATE/COUNTY-  KS/BUTLER
 HF0397  USGS QUAD   -  GORDON (1979)
 HF0397
 HF0397                         *CURRENT SURVEY CONTROL
 HF0397  ___________________________________________________________________
 HF0397* NAD 83(1986)-  37 31 11.     (N)    096 52 51.     (W)     SCALED    
 HF0397* NAVD 88     -       404.272  (meters)    1326.35   (feet)  ADJUSTED  
 HF0397  ___________________________________________________________________
 HF0397  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HF0397  DYNAMIC HT  -         403.947 (meters)    1325.28  (feet)  COMP
 HF0397  MODELED GRAV-     979,813.0   (mgal)                       NAVD 88
 HF0397
 HF0397  VERT ORDER  -  SECOND    CLASS 0
 HF0397
 HF0397.The horizontal coordinates were scaled from a topographic map and have
 HF0397.an estimated accuracy of +/- 6 seconds.
 HF0397
 HF0397.The orthometric height was determined by differential leveling
 HF0397.and adjusted by the National Geodetic Survey in June 1991..
 HF0397
 HF0397.The geoid height was determined by GEOID03.
 HF0397
 HF0397.The dynamic height is computed by dividing the NAVD 88
 HF0397.geopotential number by the normal gravity value computed on the
 HF0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0397.degrees latitude (g = 980.6199 gals.).
 HF0397
 HF0397.The modeled gravity was interpolated from observed gravity values.
 HF0397
 HF0397;                    North         East    Units  Estimated Accuracy
 HF0397;SPC KS S     -   495,920.      543,130.      MT  (+/- 180 meters Scaled)
 HF0397
 HF0397                          SUPERSEDED SURVEY CONTROL
 HF0397
 HF0397  NGVD 29 (??/??/92)  404.126  (m)         1325.87   (f) ADJ UNCH    2 0
 HF0397
 HF0397.Superseded values are not recommended for survey control.
 HF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0397.See file dsdata.txt to determine how the superseded data were derived.
 HF0397
 HF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG872546(NAD 83)
 HF0397_MARKER: DB = BENCH MARK DISK
 HF0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0397_STAMPING: E 335 1962
 HF0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0397+STABILITY: SURFACE MOTION
 HF0397
 HF0397  HISTORY     - Date     Condition        Report By
 HF0397  HISTORY     - 1962     MONUMENTED       CGS
 HF0397  HISTORY     - 20060724 MARK NOT FOUND   INDIV
 HF0397
 HF0397                          STATION DESCRIPTION
 HF0397
 HF0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0397'7.2 MI E FROM DOUGLASS.
 HF0397'0.2 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0397'FROM THE STATION AT DOUGLASS, THENCE 7.0 MILES EAST ALONG A
 HF0397'BLACKTOP ROAD TO THE INTERSECTION OF A NORTH AND SOUTH ROAD, AT A
 HF0397'LOCATION CALLED SMILLY, 175.5 FEET NORTHWEST OF THE CENTER OF
 HF0397'THE INTERSECTION, 146 FEET WEST OF THE ROAD LEADING SOUTH, 108.5
 HF0397'FEET NORTH OF THE CENTER OF THE BLACKTOP ROAD, 2.0 FEET SOUTHWEST
 HF0397'OF A METAL WITNESS POST, AND PROJECTS 0.3 FEET ABOVE THE
 HF0397'GROUND.  SET IN TOP OF A CONCRETE POST.
 HF0397
 HF0397                          STATION RECOVERY (2006)
 HF0397
 HF0397'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0610 ***********************************************************************
 HF0610  DESIGNATION -  E 336
 HF0610  PID         -  HF0610
 HF0610  STATE/COUNTY-  KS/COWLEY
 HF0610  USGS QUAD   -  HACKNEY (1979)
 HF0610
 HF0610                         *CURRENT SURVEY CONTROL
 HF0610  ___________________________________________________________________
 HF0610* NAD 83(1986)-  37 14 41.     (N)    097 04 40.     (W)     SCALED    
 HF0610* NAVD 88     -       360.604  (meters)    1183.08   (feet)  ADJUSTED  
 HF0610  ___________________________________________________________________
 HF0610  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 HF0610  DYNAMIC HT  -         360.309 (meters)    1182.11  (feet)  COMP
 HF0610  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 HF0610
 HF0610  VERT ORDER  -  SECOND    CLASS 0
 HF0610
 HF0610.The horizontal coordinates were scaled from a topographic map and have
 HF0610.an estimated accuracy of +/- 6 seconds.
 HF0610
 HF0610.The orthometric height was determined by differential leveling
 HF0610.and adjusted by the National Geodetic Survey in June 1991..
 HF0610
 HF0610.The geoid height was determined by GEOID03.
 HF0610
 HF0610.The dynamic height is computed by dividing the NAVD 88
 HF0610.geopotential number by the normal gravity value computed on the
 HF0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0610.degrees latitude (g = 980.6199 gals.).
 HF0610
 HF0610.The modeled gravity was interpolated from observed gravity values.
 HF0610
 HF0610;                    North         East    Units  Estimated Accuracy
 HF0610;SPC KS S     -   465,120.      526,180.      MT  (+/- 180 meters Scaled)
 HF0610
 HF0610                          SUPERSEDED SURVEY CONTROL
 HF0610
 HF0610  NGVD 29 (??/??/92)  360.489  (m)         1182.70   (f) ADJ UNCH    2 0
 HF0610
 HF0610.Superseded values are not recommended for survey control.
 HF0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0610.See file dsdata.txt to determine how the superseded data were derived.
 HF0610
 HF0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG704237(NAD 83)
 HF0610_MARKER: DB = BENCH MARK DISK
 HF0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0610_STAMPING: E 336 1962
 HF0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0610+STABILITY: SURFACE MOTION
 HF0610
 HF0610  HISTORY     - Date     Condition        Report By
 HF0610  HISTORY     - 1962     MONUMENTED       CGS
 HF0610  HISTORY     - 20030716 MARK NOT FOUND   USPSQD
 HF0610
 HF0610                          STATION DESCRIPTION
 HF0610
 HF0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0610'4.7 MI W FROM WINFIELD.
 HF0610'0.6 MILE SOUTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0610'FROM THE STATION AT WINFIELD, THENCE 4.1 MILES WEST ALONG U.S.
 HF0610'HIGHWAY 160 TO THE INTERSECTION OF A NORTH AND SOUTH GRAVEL ROAD,
 HF0610'SET IN THE SOUTHWEST CORNER OF A 4-H SPONSERED ROADSIDE PARK,
 HF0610'68.0 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 58.0 FEET
 HF0610'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.4 FEET EAST OF A
 HF0610'TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 HF0610'FLUSH WITH THE GROUND.
 HF0610
 HF0610                          STATION RECOVERY (2003)
 HF0610
 HF0610'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 HF0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0884 ***********************************************************************
 HF0884  DESIGNATION -  E 337
 HF0884  PID         -  HF0884
 HF0884  STATE/COUNTY-  KS/SUMNER
 HF0884  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0884
 HF0884                         *CURRENT SURVEY CONTROL
 HF0884  ___________________________________________________________________
 HF0884* NAD 83(1986)-  37 28 30.     (N)    097 38 32.     (W)     SCALED    
 HF0884* NAVD 88     -       410.007  (meters)    1345.16   (feet)  ADJUSTED  
 HF0884  ___________________________________________________________________
 HF0884  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HF0884  DYNAMIC HT  -         409.672 (meters)    1344.07  (feet)  COMP
 HF0884  MODELED GRAV-     979,801.6   (mgal)                       NAVD 88
 HF0884
 HF0884  VERT ORDER  -  SECOND    CLASS 0
 HF0884
 HF0884.The horizontal coordinates were scaled from a topographic map and have
 HF0884.an estimated accuracy of +/- 6 seconds.
 HF0884
 HF0884.The orthometric height was determined by differential leveling
 HF0884.and adjusted by the National Geodetic Survey in June 1991..
 HF0884
 HF0884.The geoid height was determined by GEOID03.
 HF0884
 HF0884.The dynamic height is computed by dividing the NAVD 88
 HF0884.geopotential number by the normal gravity value computed on the
 HF0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0884.degrees latitude (g = 980.6199 gals.).
 HF0884
 HF0884.The modeled gravity was interpolated from observed gravity values.
 HF0884
 HF0884;                    North         East    Units  Estimated Accuracy
 HF0884;SPC KS S     -   490,060.      475,870.      MT  (+/- 180 meters Scaled)
 HF0884
 HF0884                          SUPERSEDED SURVEY CONTROL
 HF0884
 HF0884  NGVD 29 (??/??/92)  409.878  (m)         1344.74   (f) ADJ UNCH    2 0
 HF0884
 HF0884.Superseded values are not recommended for survey control.
 HF0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0884.See file dsdata.txt to determine how the superseded data were derived.
 HF0884
 HF0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG200484(NAD 83)
 HF0884_MARKER: DB = BENCH MARK DISK
 HF0884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0884_SP_SET: BRIDGE
 HF0884_STAMPING: E 337 1962
 HF0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0884
 HF0884  HISTORY     - Date     Condition        Report By
 HF0884  HISTORY     - 1962     MONUMENTED       CGS
 HF0884
 HF0884                          STATION DESCRIPTION
 HF0884
 HF0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0884'0.9 MI S FROM VIOLA.
 HF0884'0.1 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0884'FROM THE RAILROAD STATION AT VIOLA, THENCE 0.8 MILE SOUTH ALONG
 HF0884'THE STATE HIGHWAY 49, SET IN THE TOP OF THE WEST END OF THE
 HF0884'NORTH WINGWALL OF CONCRETE BRIDGE, 98.4 FEET EAST OF THE
 HF0884'CENTERLINE OF STATE HIGHWAY 49 AND EAST AND WEST DIRT ROAD,
 HF0884'12 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 2.0 FEET EAST
 HF0884'OF THE WEST END OF THE BRIDGE, AND 0.6 FEET ABOVE THE
 HF0884'SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0885 ***********************************************************************
 HF0885  DESIGNATION -  E 337 RESET
 HF0885  PID         -  HF0885
 HF0885  STATE/COUNTY-  KS/SUMNER
 HF0885  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0885
 HF0885                         *CURRENT SURVEY CONTROL
 HF0885  ___________________________________________________________________
 HF0885* NAD 83(1986)-  37 28 30.     (N)    097 38 32.     (W)     SCALED    
 HF0885* NAVD 88     -       409.93   (meters)    1344.9    (feet)  RESET     
 HF0885  ___________________________________________________________________
 HF0885  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HF0885
 HF0885  VERT ORDER  -  THIRD
 HF0885
 HF0885.The horizontal coordinates were scaled from a topographic map and have
 HF0885.an estimated accuracy of +/- 6 seconds.
 HF0885
 HF0885.The orthometric height was computed from unverified reset data.
 HF0885
 HF0885.The geoid height was determined by GEOID03.
 HF0885
 HF0885;                    North         East    Units  Estimated Accuracy
 HF0885;SPC KS S     -   490,060.      475,870.      MT  (+/- 180 meters Scaled)
 HF0885
 HF0885                          SUPERSEDED SURVEY CONTROL
 HF0885
 HF0885.No superseded survey control is available for this station.
 HF0885
 HF0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG200484(NAD 83)
 HF0885_MARKER: DB = BENCH MARK DISK
 HF0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0885_SP_SET: CULVERT
 HF0885_STAMPING: E 337 RESET 1964
 HF0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0885
 HF0885  HISTORY     - Date     Condition        Report By
 HF0885  HISTORY     - 1964     MONUMENTED       CGS
 HF0885
 HF0885                          STATION DESCRIPTION
 HF0885
 HF0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HF0885'0.8 MI S FROM VIOLA.
 HF0885'ABOUT 0.1 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0885'RAILROAD FROM THE RAILROAD STATION IN VIOLA, THENCE 0.8 MILE
 HF0885'SOUTH ALONG STATE HIGHWAY K-49, SET IN THE CENTER OF THE NORTH
 HF0885'HUBGUARD WALL OF THE CONCRETE 6 FT X 3 FT X 32 FT BOX CULVERT
 HF0885'BUILT IN 1964, 135 FEET EAST OF CENTERLINE OF RECONSTRUCTED
 HF0885'K-49, 16 FEET NORTH OF THE CENTER OF THE ROAD AND 0.75 FEET
 HF0885'ABOVE TOP OF THE DECK OF THE CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1111 ***********************************************************************
 JF1111  DESIGNATION -  E 338
 JF1111  PID         -  JF1111
 JF1111  STATE/COUNTY-  KS/SALINE
 JF1111  USGS QUAD   -  TRENTON (1978)
 JF1111
 JF1111                         *CURRENT SURVEY CONTROL
 JF1111  ___________________________________________________________________
 JF1111* NAD 83(1986)-  38 52 31.     (N)    097 38 05.     (W)     SCALED    
 JF1111* NAVD 88     -       380.708  (meters)    1249.04   (feet)  ADJUSTED  
 JF1111  ___________________________________________________________________
 JF1111  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 JF1111  DYNAMIC HT  -         380.454 (meters)    1248.21  (feet)  COMP
 JF1111  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 JF1111
 JF1111  VERT ORDER  -  SECOND    CLASS 0
 JF1111
 JF1111.The horizontal coordinates were scaled from a topographic map and have
 JF1111.an estimated accuracy of +/- 6 seconds.
 JF1111
 JF1111.The orthometric height was determined by differential leveling
 JF1111.and adjusted by the National Geodetic Survey in June 1991..
 JF1111
 JF1111.The geoid height was determined by GEOID03.
 JF1111
 JF1111.The dynamic height is computed by dividing the NAVD 88
 JF1111.geopotential number by the normal gravity value computed on the
 JF1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1111.degrees latitude (g = 980.6199 gals.).
 JF1111
 JF1111.The modeled gravity was interpolated from observed gravity values.
 JF1111
 JF1111;                    North         East    Units  Estimated Accuracy
 JF1111;SPC KS N     -    60,230.      431,700.      MT  (+/- 180 meters Scaled)
 JF1111
 JF1111                          SUPERSEDED SURVEY CONTROL
 JF1111
 JF1111  NGVD 29 (??/??/92)  380.614  (m)         1248.73   (f) ADJ UNCH    2 0
 JF1111
 JF1111.Superseded values are not recommended for survey control.
 JF1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1111.See file dsdata.txt to determine how the superseded data were derived.
 JF1111
 JF1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ184038(NAD 83)
 JF1111_MARKER: DB = BENCH MARK DISK
 JF1111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1111_SP_SET: ABUTMENT
 JF1111_STAMPING: E 338 1970
 JF1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1111
 JF1111  HISTORY     - Date     Condition        Report By
 JF1111  HISTORY     - 1970     MONUMENTED       NGS
 JF1111
 JF1111                          STATION DESCRIPTION
 JF1111
 JF1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1111'1.2 MI W FROM SALINA.
 JF1111'ABOUT 1.2 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE I-70
 JF1111'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, ABOUT 0.6 MILE EAST OF
 JF1111'THE I-35W OVERPASS OVER I-70, 19 1/2 FEET NORTH OF THE CENTER
 JF1111'LINE OF THE EASTBOUND LANE OF THE HIGHWAY, SET IN TOP OF THE
 JF1111'NORTH END OF THE EAST ABUTMENT FOR THE EASTBOUND LANE OF THE
 JF1111'HIGHWAY OVERPASS OVER THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 JF1111'AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 34, T 13 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1146 ***********************************************************************
 JF1146  DESIGNATION -  E 339
 JF1146  PID         -  JF1146
 JF1146  STATE/COUNTY-  KS/SALINE
 JF1146  USGS QUAD   -  SALINA (1978)
 JF1146
 JF1146                         *CURRENT SURVEY CONTROL
 JF1146  ___________________________________________________________________
 JF1146* NAD 83(1986)-  38 45 16.     (N)    097 37 04.     (W)     SCALED    
 JF1146* NAVD 88     -       382.749  (meters)    1255.74   (feet)  ADJUSTED  
 JF1146  ___________________________________________________________________
 JF1146  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 JF1146  DYNAMIC HT  -         382.490 (meters)    1254.89  (feet)  COMP
 JF1146  MODELED GRAV-     979,938.1   (mgal)                       NAVD 88
 JF1146
 JF1146  VERT ORDER  -  FIRST     CLASS II
 JF1146
 JF1146.The horizontal coordinates were scaled from a topographic map and have
 JF1146.an estimated accuracy of +/- 6 seconds.
 JF1146
 JF1146.The orthometric height was determined by differential leveling
 JF1146.and adjusted by the National Geodetic Survey in June 1991..
 JF1146
 JF1146.The geoid height was determined by GEOID03.
 JF1146
 JF1146.The dynamic height is computed by dividing the NAVD 88
 JF1146.geopotential number by the normal gravity value computed on the
 JF1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1146.degrees latitude (g = 980.6199 gals.).
 JF1146
 JF1146.The modeled gravity was interpolated from observed gravity values.
 JF1146
 JF1146;                    North         East    Units  Estimated Accuracy
 JF1146;SPC KS N     -    46,820.      433,220.      MT  (+/- 180 meters Scaled)
 JF1146
 JF1146                          SUPERSEDED SURVEY CONTROL
 JF1146
 JF1146  NGVD 29 (??/??/92)  382.641  (m)         1255.38   (f) ADJ UNCH    1 2
 JF1146
 JF1146.Superseded values are not recommended for survey control.
 JF1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1146.See file dsdata.txt to determine how the superseded data were derived.
 JF1146
 JF1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH201904(NAD 83)
 JF1146_MARKER: DB = BENCH MARK DISK
 JF1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1146_SP_SET: CONCRETE POST
 JF1146_STAMPING: E 339 1970
 JF1146_MARK LOGO: CGS   
 JF1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1146+STABILITY: SURFACE MOTION
 JF1146
 JF1146  HISTORY     - Date     Condition        Report By
 JF1146  HISTORY     - 1970     MONUMENTED       NGS
 JF1146  HISTORY     - 1986     GOOD             NGS
 JF1146
 JF1146                          STATION DESCRIPTION
 JF1146
 JF1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1146'6.3 MI S FROM SALINA.
 JF1146'ABOUT 6.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1146'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, AT
 JF1146'HIGHWAY UNDERPASS NUMBER 35W85 10-24 FOR A PAVED ROAD, IN THE
 JF1146'MEDIAN BETWEEN THE TWO LANES OF THE HIGHWAY, 38 1/2 FEET WEST OF
 JF1146'THE CENTER LINE OF THE EAST TRAFFIC LANES OF THE HIGHWAY, 7.7
 JF1146'FEET SOUTHEAST OF THE SOUTHEAST FACE OF THE NORTH LEG OF THE
 JF1146'CENTER PIER OF THE UNDERPASS, 6.1 FEET NORTHEAST OF THE NORTHEAST
 JF1146'FACE OF THE SOUTH LEG OF THE PIER, 1.3 FEET SOUTH OF A METAL
 JF1146'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 JF1146'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 JF1146'SECTION 14 AND 11, T 15S, R 3 W.
 JF1146
 JF1146                          STATION RECOVERY (1986)
 JF1146
 JF1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0039 ***********************************************************************
 HH0039  DESIGNATION -  E 34
 HH0039  PID         -  HH0039
 HH0039  STATE/COUNTY-  KS/GRAY
 HH0039  USGS QUAD   -  CIMARRON (1968)
 HH0039
 HH0039                         *CURRENT SURVEY CONTROL
 HH0039  ___________________________________________________________________
 HH0039* NAD 83(1986)-  37 47 50.     (N)    100 15 57.     (W)     SCALED    
 HH0039* NAVD 88     -       790.053  (meters)    2592.03   (feet)  ADJUSTED  
 HH0039  ___________________________________________________________________
 HH0039  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HH0039  DYNAMIC HT  -         789.366 (meters)    2589.78  (feet)  COMP
 HH0039  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 HH0039
 HH0039  VERT ORDER  -  FIRST     CLASS II
 HH0039
 HH0039.The horizontal coordinates were scaled from a topographic map and have
 HH0039.an estimated accuracy of +/- 6 seconds.
 HH0039
 HH0039.The orthometric height was determined by differential leveling
 HH0039.and adjusted by the National Geodetic Survey in June 1991..
 HH0039
 HH0039.The geoid height was determined by GEOID03.
 HH0039
 HH0039.The dynamic height is computed by dividing the NAVD 88
 HH0039.geopotential number by the normal gravity value computed on the
 HH0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0039.degrees latitude (g = 980.6199 gals.).
 HH0039
 HH0039.The modeled gravity was interpolated from observed gravity values.
 HH0039
 HH0039;                    North         East    Units  Estimated Accuracy
 HH0039;SPC KS S     -   526,950.      244,500.      MT  (+/- 180 meters Scaled)
 HH0039
 HH0039                          SUPERSEDED SURVEY CONTROL
 HH0039
 HH0039  NGVD 29 (??/??/92)  789.697  (m)         2590.86   (f) ADJ UNCH    1 2
 HH0039
 HH0039.Superseded values are not recommended for survey control.
 HH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0039.See file dsdata.txt to determine how the superseded data were derived.
 HH0039
 HH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG885840(NAD 83)
 HH0039_MARKER: DB = BENCH MARK DISK
 HH0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0039_STAMPING: E 34 1934
 HH0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0039+STABILITY: SURFACE MOTION
 HH0039
 HH0039  HISTORY     - Date     Condition        Report By
 HH0039  HISTORY     - 1934     MONUMENTED       CGS
 HH0039  HISTORY     - 1965     MARK NOT FOUND   USGS
 HH0039  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0039
 HH0039                          STATION DESCRIPTION
 HH0039
 HH0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0039'4.6 MI E FROM CIMARRON.
 HH0039'ABOUT 4.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0039'RAILWAY FROM THE STATION AT CIMARRON, GRAY COUNTY, ABOUT400 YARDS
 HH0039'WEST OF THE STATION AT WETTICK, ABOUT 60 FEET NORTHWEST OF THE
 HH0039'NORTH END OF CULVERT 366 B, 12 FEET EAST OF THE CENTER OF A ROAD
 HH0039'CROSSING, 43 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, AND
 HH0039'30 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 50 S.  A STANDARD
 HH0039'DISK, STAMPED E 34 1934 AND ET IN THE TOP OF A CONCRETE POST.
 HH0039
 HH0039                          STATION RECOVERY (1965)
 HH0039
 HH0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HH0039'MARK NOT FOUND.
 HH0039
 HH0039                          STATION RECOVERY (1986)
 HH0039
 HH0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0039'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0927 ***********************************************************************
 JF0927  DESIGNATION -  E 340
 JF0927  PID         -  JF0927
 JF0927  STATE/COUNTY-  KS/MCPHERSON
 JF0927  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0927
 JF0927                         *CURRENT SURVEY CONTROL
 JF0927  ___________________________________________________________________
 JF0927* NAD 83(1986)-  38 26 56.     (N)    097 38 53.     (W)     SCALED    
 JF0927* NAVD 88     -       463.682  (meters)    1521.26   (feet)  ADJUSTED  
 JF0927  ___________________________________________________________________
 JF0927  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 JF0927  DYNAMIC HT  -         463.349 (meters)    1520.17  (feet)  COMP
 JF0927  MODELED GRAV-     979,897.7   (mgal)                       NAVD 88
 JF0927
 JF0927  VERT ORDER  -  FIRST     CLASS II
 JF0927
 JF0927.The horizontal coordinates were scaled from a topographic map and have
 JF0927.an estimated accuracy of +/- 6 seconds.
 JF0927
 JF0927.The orthometric height was determined by differential leveling
 JF0927.and adjusted by the National Geodetic Survey in June 1991..
 JF0927
 JF0927.The geoid height was determined by GEOID03.
 JF0927
 JF0927.The dynamic height is computed by dividing the NAVD 88
 JF0927.geopotential number by the normal gravity value computed on the
 JF0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0927.degrees latitude (g = 980.6199 gals.).
 JF0927
 JF0927.The modeled gravity was interpolated from observed gravity values.
 JF0927
 JF0927;                    North         East    Units  Estimated Accuracy
 JF0927;SPC KS S     -   598,140.      474,370.      MT  (+/- 180 meters Scaled)
 JF0927
 JF0927                          SUPERSEDED SURVEY CONTROL
 JF0927
 JF0927  NGVD 29 (??/??/92)  463.515  (m)         1520.72   (f) ADJ UNCH    1 2
 JF0927
 JF0927.Superseded values are not recommended for survey control.
 JF0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0927.See file dsdata.txt to determine how the superseded data were derived.
 JF0927
 JF0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH179564(NAD 83)
 JF0927_MARKER: DB = BENCH MARK DISK
 JF0927_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0927_SP_SET: HEADWALL
 JF0927_STAMPING: E 340 1970
 JF0927_MARK LOGO: CGS   
 JF0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0927+STABILITY: SURFACE MOTION
 JF0927
 JF0927  HISTORY     - Date     Condition        Report By
 JF0927  HISTORY     - 1970     MONUMENTED       NGS
 JF0927  HISTORY     - 1986     GOOD             NGS
 JF0927
 JF0927                          STATION DESCRIPTION
 JF0927
 JF0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0927'6.5 MI NW FROM MC PHERSON.
 JF0927'ABOUT 5.0 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0927'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, THENCE 1.5
 JF0927'MILES WEST ALONG NEW GOTTLAND ROAD WHICH IS COUNTY ROAD 448,
 JF0927'111 FEET SOUTHEAST OF THE CENTER OF AN INTERSECTION OF NEW
 JF0927'GOTTLAND ROAD AND A NORTH-SOUTH GRAVELED ROAD, SET IN THE TOP
 JF0927'OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A 4-FOOT
 JF0927'CONCRETE BOX CULVERT UNDER NEW GOTTLAND ROAD, 14 FEET SOUTH OF THE
 JF0927'CENTER LINE OF THE ROAD, 0.7 FOOT WEST OF THE EAST END OF THE
 JF0927'HEADWALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 JF0927'SECTION 34, T 18 S, R 3 W.
 JF0927
 JF0927                          STATION RECOVERY (1986)
 JF0927
 JF0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0619 ***********************************************************************
 JF0619  DESIGNATION -  E 341
 JF0619  PID         -  JF0619
 JF0619  STATE/COUNTY-  KS/DICKINSON
 JF0619  USGS QUAD   -  ABILENE (1979)
 JF0619
 JF0619                         *CURRENT SURVEY CONTROL
 JF0619  ___________________________________________________________________
 JF0619* NAD 83(1986)-  38 56 19.     (N)    097 13 20.     (W)     SCALED    
 JF0619* NAVD 88     -       365.394  (meters)    1198.80   (feet)  ADJUSTED  
 JF0619  ___________________________________________________________________
 JF0619  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 JF0619  DYNAMIC HT  -         365.145 (meters)    1197.98  (feet)  COMP
 JF0619  MODELED GRAV-     979,936.3   (mgal)                       NAVD 88
 JF0619
 JF0619  VERT ORDER  -  SECOND    CLASS 0
 JF0619
 JF0619.The horizontal coordinates were scaled from a topographic map and have
 JF0619.an estimated accuracy of +/- 6 seconds.
 JF0619
 JF0619.The orthometric height was determined by differential leveling
 JF0619.and adjusted by the National Geodetic Survey in June 1991..
 JF0619
 JF0619.The geoid height was determined by GEOID03.
 JF0619
 JF0619.The dynamic height is computed by dividing the NAVD 88
 JF0619.geopotential number by the normal gravity value computed on the
 JF0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0619.degrees latitude (g = 980.6199 gals.).
 JF0619
 JF0619.The modeled gravity was interpolated from observed gravity values.
 JF0619
 JF0619;                    North         East    Units  Estimated Accuracy
 JF0619;SPC KS N     -    67,480.      467,430.      MT  (+/- 180 meters Scaled)
 JF0619
 JF0619                          SUPERSEDED SURVEY CONTROL
 JF0619
 JF0619  NGVD 29 (??/??/92)  365.292  (m)         1198.46   (f) ADJ UNCH    2 0
 JF0619
 JF0619.Superseded values are not recommended for survey control.
 JF0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0619.See file dsdata.txt to determine how the superseded data were derived.
 JF0619
 JF0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ540114(NAD 83)
 JF0619_MARKER: DB = BENCH MARK DISK
 JF0619_SETTING: 66 = SET IN ROCK OUTCROP
 JF0619_SP_SET: ROCK LEDGE
 JF0619_STAMPING: E 341 1970
 JF0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0619+STABILITY: POSITION/ELEVATION WELL
 JF0619
 JF0619  HISTORY     - Date     Condition        Report By
 JF0619  HISTORY     - 1970     MONUMENTED       NGS
 JF0619
 JF0619                          STATION DESCRIPTION
 JF0619
 JF0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0619'0.5 MI W FROM ABILENE.
 JF0619'ABOUT 0.5 MILE WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0619'HIGHWAY OVERPASS FOR STATE HIGHWAY 15, 61 1/2 FEET NORTH OF THE
 JF0619'CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, SET IN THE TOP OF
 JF0619'ROCK LEDGE ON A 15-FOOT HIGH CUT ALONG THE NORTH SIDE OF THE
 JF0619'HIGHWAY, 125 FEET NORTHEAST OF THE NORTH END OF A 12-INCH
 JF0619'TUBULAR CULVERT UNDER THE HIGHWAY, AND ABOUT LEVEL WITH THE
 JF0619'HIGHWAY.  SECTION 9, T 13 S, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0251 ***********************************************************************
 KF0251  DESIGNATION -  E 342
 KF0251  PID         -  KF0251
 KF0251  STATE/COUNTY-  KS/GEARY
 KF0251  USGS QUAD   -  JUNCTION CITY (1982)
 KF0251
 KF0251                         *CURRENT SURVEY CONTROL
 KF0251  ___________________________________________________________________
 KF0251* NAD 83(1986)-  39 01 49.     (N)    096 46 57.     (W)     SCALED    
 KF0251* NAVD 88     -       341.578  (meters)    1120.66   (feet)  ADJUSTED  
 KF0251  ___________________________________________________________________
 KF0251  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 KF0251  DYNAMIC HT  -         341.343 (meters)    1119.89  (feet)  COMP
 KF0251  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 KF0251
 KF0251  VERT ORDER  -  FIRST     CLASS II
 KF0251
 KF0251.The horizontal coordinates were scaled from a topographic map and have
 KF0251.an estimated accuracy of +/- 6 seconds.
 KF0251
 KF0251.The orthometric height was determined by differential leveling
 KF0251.and adjusted by the National Geodetic Survey in June 1991..
 KF0251
 KF0251.The geoid height was determined by GEOID03.
 KF0251
 KF0251.The dynamic height is computed by dividing the NAVD 88
 KF0251.geopotential number by the normal gravity value computed on the
 KF0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0251.degrees latitude (g = 980.6199 gals.).
 KF0251
 KF0251.The modeled gravity was interpolated from observed gravity values.
 KF0251
 KF0251;                    North         East    Units  Estimated Accuracy
 KF0251;SPC KS N     -    78,080.      505,420.      MT  (+/- 180 meters Scaled)
 KF0251
 KF0251                          SUPERSEDED SURVEY CONTROL
 KF0251
 KF0251  NGVD 29 (??/??/92)  341.464  (m)         1120.29   (f) ADJ UNCH    1 2
 KF0251
 KF0251.Superseded values are not recommended for survey control.
 KF0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0251.See file dsdata.txt to determine how the superseded data were derived.
 KF0251
 KF0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ919224(NAD 83)
 KF0251_MARKER: DB = BENCH MARK DISK
 KF0251_SETTING: 66 = SET IN ROCK OUTCROP
 KF0251_SP_SET: ROCK OUTCROP
 KF0251_STAMPING: E 342 1970
 KF0251_MARK LOGO: NGS   
 KF0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0251+STABILITY: POSITION/ELEVATION WELL
 KF0251
 KF0251  HISTORY     - Date     Condition        Report By
 KF0251  HISTORY     - 1970     MONUMENTED       NGS
 KF0251  HISTORY     - 1986     GOOD             NGS
 KF0251
 KF0251                          STATION DESCRIPTION
 KF0251
 KF0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0251'3 MI E FROM JUNCTION CITY.
 KF0251'ABOUT 2.95 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0251'OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY, 95
 KF0251'YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE HIGHWAY OVERPASS
 KF0251'FOR STATE HIGHWAY 57, 20 FEET SOUTHWEST OF THE NORTHEAST END OF A
 KF0251'ROCK CUT THAT IS ABOUT 110 FEET LONG AND 4 FEET HIGH AT THE HIGHEST
 KF0251'POINT, 75 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ENTRANCE
 KF0251'RAMP TO THE SOUTH LANES OF THE HIGHWAY FROM THE STATE HIGHWAY,
 KF0251'SET IN THE TOP OF A 1 1/2- X 1 1/2-FOOT EXPOSED PORTION OF ROCK,
 KF0251'6 1/2 FEET NORTHWEST OF A FENCE, 6.0 FEET NORTHWEST OF A METAL
 KF0251'WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KF0251'SEC 5, T 12 S, R 6 E.
 KF0251
 KF0251                          STATION RECOVERY (1986)
 KF0251
 KF0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0145 ***********************************************************************
 KF0145  DESIGNATION -  E 343
 KF0145  PID         -  KF0145
 KF0145  STATE/COUNTY-  KS/RILEY
 KF0145  USGS QUAD   -  WAMEGO SW (1978)
 KF0145
 KF0145                         *CURRENT SURVEY CONTROL
 KF0145  ___________________________________________________________________
 KF0145* NAD 83(1986)-  39 04 07.     (N)    096 28 25.     (W)     SCALED    
 KF0145* NAVD 88     -       367.724  (meters)    1206.44   (feet)  ADJUSTED  
 KF0145  ___________________________________________________________________
 KF0145  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 KF0145  DYNAMIC HT  -         367.474 (meters)    1205.62  (feet)  COMP
 KF0145  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 KF0145
 KF0145  VERT ORDER  -  SECOND    CLASS 0
 KF0145
 KF0145.The horizontal coordinates were scaled from a topographic map and have
 KF0145.an estimated accuracy of +/- 6 seconds.
 KF0145
 KF0145.The orthometric height was determined by differential leveling
 KF0145.and adjusted by the National Geodetic Survey in June 1991..
 KF0145
 KF0145.The geoid height was determined by GEOID03.
 KF0145
 KF0145.The dynamic height is computed by dividing the NAVD 88
 KF0145.geopotential number by the normal gravity value computed on the
 KF0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0145.degrees latitude (g = 980.6199 gals.).
 KF0145
 KF0145.The modeled gravity was interpolated from observed gravity values.
 KF0145
 KF0145;                    North         East    Units  Estimated Accuracy
 KF0145;SPC KS N     -    82,740.      532,090.      MT  (+/- 180 meters Scaled)
 KF0145
 KF0145                          SUPERSEDED SURVEY CONTROL
 KF0145
 KF0145  NGVD 29 (??/??/92)  367.586  (m)         1205.99   (f) ADJ UNCH    2 0
 KF0145
 KF0145.Superseded values are not recommended for survey control.
 KF0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0145.See file dsdata.txt to determine how the superseded data were derived.
 KF0145
 KF0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ185274(NAD 83)
 KF0145_MARKER: DB = BENCH MARK DISK
 KF0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0145_SP_SET: CULVERT
 KF0145_STAMPING: E 343 1970
 KF0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0145
 KF0145  HISTORY     - Date     Condition        Report By
 KF0145  HISTORY     - 1970     MONUMENTED       NGS
 KF0145
 KF0145                          STATION DESCRIPTION
 KF0145
 KF0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0145'10 MI W FROM ALMA.
 KF0145'ABOUT 9.95 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0145'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.65 MILE WEST
 KF0145'OF HIGHWAY BRIDGE NUMBER 2-11 OVER A SMALL STREAM, 41 FEET NORTH
 KF0145'OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, SET
 KF0145'IN THE TOP AND 1 FOOT EAST OF THE WEST END OF THE NORTH CONCRETE
 KF0145'HEADWALL OF AN 8-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 KF0145'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 25,
 KF0145'T 11S, R 8E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0061 ***********************************************************************
 KF0061  DESIGNATION -  E 344
 KF0061  PID         -  KF0061
 KF0061  STATE/COUNTY-  KS/WABAUNSEE
 KF0061  USGS QUAD   -  WAMEGO (1978)
 KF0061
 KF0061                         *CURRENT SURVEY CONTROL
 KF0061  ___________________________________________________________________
 KF0061* NAD 83(1986)-  39 08 28.     (N)    096 18 19.     (W)     SCALED    
 KF0061* NAVD 88     -       323.376  (meters)    1060.94   (feet)  ADJUSTED  
 KF0061  ___________________________________________________________________
 KF0061  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 KF0061  DYNAMIC HT  -         323.161 (meters)    1060.24  (feet)  COMP
 KF0061  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 KF0061
 KF0061  VERT ORDER  -  SECOND    CLASS 0
 KF0061
 KF0061.The horizontal coordinates were scaled from a topographic map and have
 KF0061.an estimated accuracy of +/- 6 seconds.
 KF0061
 KF0061.The orthometric height was determined by differential leveling
 KF0061.and adjusted by the National Geodetic Survey in June 1991..
 KF0061
 KF0061.The geoid height was determined by GEOID03.
 KF0061
 KF0061.The dynamic height is computed by dividing the NAVD 88
 KF0061.geopotential number by the normal gravity value computed on the
 KF0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0061.degrees latitude (g = 980.6199 gals.).
 KF0061
 KF0061.The modeled gravity was interpolated from observed gravity values.
 KF0061
 KF0061;                    North         East    Units  Estimated Accuracy
 KF0061;SPC KS N     -    91,040.      546,500.      MT  (+/- 180 meters Scaled)
 KF0061
 KF0061                          SUPERSEDED SURVEY CONTROL
 KF0061
 KF0061  NGVD 29 (??/??/92)  323.252  (m)         1060.54   (f) ADJ UNCH    2 0
 KF0061
 KF0061.Superseded values are not recommended for survey control.
 KF0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0061.See file dsdata.txt to determine how the superseded data were derived.
 KF0061
 KF0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ328358(NAD 83)
 KF0061_MARKER: DB = BENCH MARK DISK
 KF0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0061_SP_SET: CULVERT
 KF0061_STAMPING: E 344 1970
 KF0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0061
 KF0061  HISTORY     - Date     Condition        Report By
 KF0061  HISTORY     - 1970     MONUMENTED       NGS
 KF0061
 KF0061                          STATION DESCRIPTION
 KF0061
 KF0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0061'4.2 MI S FROM WAMEGO.
 KF0061'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 99 FROM THE CROSSING
 KF0061'OF THE HIGHWAY AND THE UNION PACIFIC RAILROAD AT WAMEGO, OR
 KF0061'ABOUT 5.45 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE HIGHWAY
 KF0061'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT ALMA, 100 YARDS SOUTHEAST
 KF0061'OF A JUNCTION OF THE HIGHWAY AND A GRAVELED ROAD WHICH LEADS SOUTH,
 KF0061'26 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 KF0061'THE TOP AND 1 FOOT SOUTH OF THE NORTH END OF THE NORTHEAST
 KF0061'CONCRETE HEADWALL OF A 10-FOOT CONCRETE BOX CULVERT UNDER THE
 KF0061'HIGHWAY, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KF0061'SECTION 33, T 10S, R 10E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0890 ***********************************************************************
 KE0890  DESIGNATION -  E 345
 KE0890  PID         -  KE0890
 KE0890  STATE/COUNTY-  KS/SHAWNEE
 KE0890  USGS QUAD   -  WILLARD (1972)
 KE0890
 KE0890                         *CURRENT SURVEY CONTROL
 KE0890  ___________________________________________________________________
 KE0890* NAD 83(1986)-  39 03 30.     (N)    095 55 08.     (W)     SCALED    
 KE0890* NAVD 88     -       300.929  (meters)     987.30   (feet)  ADJUSTED  
 KE0890  ___________________________________________________________________
 KE0890  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 KE0890  DYNAMIC HT  -         300.734 (meters)     986.66  (feet)  COMP
 KE0890  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 KE0890
 KE0890  VERT ORDER  -  SECOND    CLASS 0
 KE0890
 KE0890.The horizontal coordinates were scaled from a topographic map and have
 KE0890.an estimated accuracy of +/- 6 seconds.
 KE0890
 KE0890.The orthometric height was determined by differential leveling
 KE0890.and adjusted by the National Geodetic Survey in June 1991..
 KE0890
 KE0890.The geoid height was determined by GEOID03.
 KE0890
 KE0890.The dynamic height is computed by dividing the NAVD 88
 KE0890.geopotential number by the normal gravity value computed on the
 KE0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0890.degrees latitude (g = 980.6199 gals.).
 KE0890
 KE0890.The modeled gravity was interpolated from observed gravity values.
 KE0890
 KE0890;                    North         East    Units  Estimated Accuracy
 KE0890;SPC KS N     -    82,550.      580,110.      MT  (+/- 180 meters Scaled)
 KE0890
 KE0890                          SUPERSEDED SURVEY CONTROL
 KE0890
 KE0890  NGVD 29 (??/??/92)  300.788  (m)          986.84   (f) ADJ UNCH    2 0
 KE0890
 KE0890.Superseded values are not recommended for survey control.
 KE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0890.See file dsdata.txt to determine how the superseded data were derived.
 KE0890
 KE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD474273(NAD 83)
 KE0890_MARKER: DB = BENCH MARK DISK
 KE0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0890_SP_SET: ABUTMENT
 KE0890_STAMPING: E 345 1970
 KE0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0890
 KE0890  HISTORY     - Date     Condition        Report By
 KE0890  HISTORY     - 1970     MONUMENTED       NGS
 KE0890  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KE0890
 KE0890                          STATION DESCRIPTION
 KE0890
 KE0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0890'13.6 MI W FROM TOPEKA.
 KE0890'ABOUT 13.6 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0890'HIGHWAY OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 23 1/2 FEET NORTH
 KE0890'OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN
 KE0890'THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 KE0890'MORE SOUTHERLY OF TWO HIGHWAY OVERPASSES FOR WEST UNION ROAD,
 KE0890'AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 36, T 11S, R 13E
 KE0890
 KE0890                          STATION RECOVERY (2005)
 KE0890
 KE0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KE0890'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. THE KANSAS STATE
 KE0890'ADVISOR STATED  THET THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KE0890'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0910 ***********************************************************************
 KE0910  DESIGNATION -  E 346
 KE0910  PID         -  KE0910
 KE0910  STATE/COUNTY-  KS/SHAWNEE
 KE0910  USGS QUAD   -  TOPEKA (1983)
 KE0910
 KE0910                         *CURRENT SURVEY CONTROL
 KE0910  ___________________________________________________________________
 KE0910* NAD 83(1986)-  39 00 59.     (N)    095 44 56.     (W)     SCALED    
 KE0910* NAVD 88     -       289.846  (meters)     950.94   (feet)  ADJUSTED  
 KE0910  ___________________________________________________________________
 KE0910  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KE0910  DYNAMIC HT  -         289.655 (meters)     950.31  (feet)  COMP
 KE0910  MODELED GRAV-     979,963.6   (mgal)                       NAVD 88
 KE0910
 KE0910  VERT ORDER  -  SECOND    CLASS 0
 KE0910
 KE0910.The horizontal coordinates were scaled from a topographic map and have
 KE0910.an estimated accuracy of +/- 6 seconds.
 KE0910
 KE0910.The orthometric height was determined by differential leveling
 KE0910.and adjusted by the National Geodetic Survey in June 1991..
 KE0910
 KE0910.The geoid height was determined by GEOID03.
 KE0910
 KE0910.The dynamic height is computed by dividing the NAVD 88
 KE0910.geopotential number by the normal gravity value computed on the
 KE0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0910.degrees latitude (g = 980.6199 gals.).
 KE0910
 KE0910.The modeled gravity was interpolated from observed gravity values.
 KE0910
 KE0910;                    North         East    Units  Estimated Accuracy
 KE0910;SPC KS N     -    78,250.      594,930.      MT  (+/- 180 meters Scaled)
 KE0910
 KE0910                          SUPERSEDED SURVEY CONTROL
 KE0910
 KE0910  NGVD 29 (??/??/92)  289.705  (m)          950.47   (f) ADJ UNCH    2 0
 KE0910
 KE0910.Superseded values are not recommended for survey control.
 KE0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0910.See file dsdata.txt to determine how the superseded data were derived.
 KE0910
 KE0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD620221(NAD 83)
 KE0910_MARKER: DB = BENCH MARK DISK
 KE0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0910_SP_SET: ABUTMENT
 KE0910_STAMPING: E 346 1970
 KE0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0910
 KE0910  HISTORY     - Date     Condition        Report By
 KE0910  HISTORY     - 1970     MONUMENTED       NGS
 KE0910
 KE0910                          STATION DESCRIPTION
 KE0910
 KE0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0910'1.2 MI NW FROM TOPEKA.
 KE0910'ABOUT 1.2 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 470 FROM THE
 KE0910'HIGHWAY OVERPASS FOR GAGE STREET AT TOPEKA, 17 FEET WEST OF THE
 KE0910'CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, SET IN THE TOP
 KE0910'OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE MORE
 KE0910'NORTHERLY OF TWO HIGHWAY BRIDGES OVER SHUNGANUNGA CREEK, AND
 KE0910'ABOUT LEVEL WITH THE HIGHWAY.  SECTION 9, T 12S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0962 ***********************************************************************
 JF0962  DESIGNATION -  E 347
 JF0962  PID         -  JF0962
 JF0962  STATE/COUNTY-  KS/MCPHERSON
 JF0962  USGS QUAD   -  MC PHERSON SE (1985)
 JF0962
 JF0962                         *CURRENT SURVEY CONTROL
 JF0962  ___________________________________________________________________
 JF0962* NAD 83(1986)-  38 15 12.     (N)    097 32 42.     (W)     SCALED    
 JF0962* NAVD 88     -       459.145  (meters)    1506.38   (feet)  ADJUSTED  
 JF0962  ___________________________________________________________________
 JF0962  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 JF0962  DYNAMIC HT  -         458.802 (meters)    1505.25  (feet)  COMP
 JF0962  MODELED GRAV-     979,868.1   (mgal)                       NAVD 88
 JF0962
 JF0962  VERT ORDER  -  SECOND    CLASS 0
 JF0962
 JF0962.The horizontal coordinates were scaled from a topographic map and have
 JF0962.an estimated accuracy of +/- 6 seconds.
 JF0962
 JF0962.The orthometric height was determined by differential leveling
 JF0962.and adjusted by the National Geodetic Survey in June 1991..
 JF0962
 JF0962.The geoid height was determined by GEOID03.
 JF0962
 JF0962.The dynamic height is computed by dividing the NAVD 88
 JF0962.geopotential number by the normal gravity value computed on the
 JF0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0962.degrees latitude (g = 980.6199 gals.).
 JF0962
 JF0962.The modeled gravity was interpolated from observed gravity values.
 JF0962
 JF0962;                    North         East    Units  Estimated Accuracy
 JF0962;SPC KS S     -   576,530.      483,590.      MT  (+/- 180 meters Scaled)
 JF0962
 JF0962                          SUPERSEDED SURVEY CONTROL
 JF0962
 JF0962  NGVD 29 (??/??/92)  458.983  (m)         1505.85   (f) ADJ UNCH    2 0
 JF0962
 JF0962.Superseded values are not recommended for survey control.
 JF0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0962.See file dsdata.txt to determine how the superseded data were derived.
 JF0962
 JF0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH273349(NAD 83)
 JF0962_MARKER: DB = BENCH MARK DISK
 JF0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0962_SP_SET: CULVERT
 JF0962_STAMPING: E 347 1972
 JF0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0962
 JF0962  HISTORY     - Date     Condition        Report By
 JF0962  HISTORY     - 1972     MONUMENTED       NGS
 JF0962
 JF0962                          STATION DESCRIPTION
 JF0962
 JF0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0962'9.9 MI SE FROM MC PHERSON.
 JF0962'ABOUT 9.90 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0962'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, SET IN
 JF0962'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL
 JF0962'OF A 3 X 6 CONCRETE BOX CULVERT WHICH PASSES UNDER BOTH LANES
 JF0962'OF THE HIGHWAY, 42.3 FEET NORTHEAST OF THE CENTER LINE OF THE NORTH
 JF0962'BOUND TRAFFIC LANE, 4.4 FEET SOUTHWEST OF A METAL WITNESS POST,
 JF0962'0.7 FOOT SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL, AND ABOUT
 JF0962'3 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 4, T 21 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0517 ***********************************************************************
 HF0517  DESIGNATION -  E 348
 HF0517  PID         -  HF0517
 HF0517  STATE/COUNTY-  KS/HARVEY
 HF0517  USGS QUAD   -  SEDGWICK NE (1978)
 HF0517
 HF0517                         *CURRENT SURVEY CONTROL
 HF0517  ___________________________________________________________________
 HF0517* NAD 83(1986)-  37 56 29.     (N)    097 19 41.     (W)     SCALED    
 HF0517* NAVD 88     -       432.527  (meters)    1419.05   (feet)  ADJUSTED  
 HF0517  ___________________________________________________________________
 HF0517  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0517  DYNAMIC HT  -         432.192 (meters)    1417.95  (feet)  COMP
 HF0517  MODELED GRAV-     979,842.9   (mgal)                       NAVD 88
 HF0517
 HF0517  VERT ORDER  -  SECOND    CLASS 0
 HF0517
 HF0517.The horizontal coordinates were scaled from a topographic map and have
 HF0517.an estimated accuracy of +/- 6 seconds.
 HF0517
 HF0517.The orthometric height was determined by differential leveling
 HF0517.and adjusted by the National Geodetic Survey in June 1991..
 HF0517
 HF0517.The geoid height was determined by GEOID03.
 HF0517
 HF0517.The dynamic height is computed by dividing the NAVD 88
 HF0517.geopotential number by the normal gravity value computed on the
 HF0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0517.degrees latitude (g = 980.6199 gals.).
 HF0517
 HF0517.The modeled gravity was interpolated from observed gravity values.
 HF0517
 HF0517;                    North         East    Units  Estimated Accuracy
 HF0517;SPC KS S     -   542,120.      503,010.      MT  (+/- 180 meters Scaled)
 HF0517
 HF0517                          SUPERSEDED SURVEY CONTROL
 HF0517
 HF0517  NGVD 29 (??/??/92)  432.370  (m)         1418.53   (f) ADJ UNCH    2 0
 HF0517
 HF0517.Superseded values are not recommended for survey control.
 HF0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0517.See file dsdata.txt to determine how the superseded data were derived.
 HF0517
 HF0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH469006(NAD 83)
 HF0517_MARKER: DB = BENCH MARK DISK
 HF0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0517_STAMPING: E 348 1972
 HF0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0517+STABILITY: SURFACE MOTION
 HF0517
 HF0517  HISTORY     - Date     Condition        Report By
 HF0517  HISTORY     - 1972     MONUMENTED       NGS
 HF0517
 HF0517                          STATION DESCRIPTION
 HF0517
 HF0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0517'8.2 MI S FROM NEWTON.
 HF0517'ABOUT 8.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0517'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, 46.5 FEET WEST OF THE
 HF0517'CENTER LINE OF THE NORTH BOUND LANE, 38.0 FEET EAST OF THE
 HF0517'CENTER LINE OF THE SOUTHBOUND LANE, 5.8 FEET NORTHWEST OF THE
 HF0517'SOUTH CONCRETE COLUMN IN MEDIAN FOR BRIDGE NUMBER 2.00, 2 FEET
 HF0517'BELOW THE SOUTH BOUND LANE SET IN THE TOP OF A CONCRETE POST
 HF0517'FLUSH WITH THE GROUND.  SECTION 21, T 24 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0551 ***********************************************************************
 HF0551  DESIGNATION -  E 349
 HF0551  PID         -  HF0551
 HF0551  STATE/COUNTY-  KS/SEDGWICK
 HF0551  USGS QUAD   -  DERBY (1982)
 HF0551
 HF0551                         *CURRENT SURVEY CONTROL
 HF0551  ___________________________________________________________________
 HF0551* NAD 83(1997)-  37 37 21.93328(N)    097 20 11.12639(W)     ADJUSTED  
 HF0551* NAVD 88     -       389.052  (meters)    1276.41   (feet)  ADJUSTED  
 HF0551  ___________________________________________________________________
 HF0551  X           -    -645,931.129 (meters)                     COMP
 HF0551  Y           -  -5,016,973.611 (meters)                     COMP
 HF0551  Z           -   3,872,584.431 (meters)                     COMP
 HF0551  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HF0551  ELLIP HEIGHT-         360.26  (meters)          (07/29/04) GPS OBS
 HF0551  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0551  DYNAMIC HT  -         388.745 (meters)    1275.41  (feet)  COMP
 HF0551  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 HF0551
 HF0551  HORZ ORDER  -  FIRST
 HF0551  VERT ORDER  -  SECOND    CLASS 0
 HF0551  ELLP ORDER  -  FOURTH    CLASS II
 HF0551
 HF0551.The horizontal coordinates were established by GPS observations
 HF0551.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 HF0551
 HF0551.The orthometric height was determined by differential leveling
 HF0551.and adjusted by the National Geodetic Survey in June 1991..
 HF0551
 HF0551.Photographs are available for this station.
 HF0551
 HF0551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF0551
 HF0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0551
 HF0551.The ellipsoidal height was determined by GPS observations
 HF0551.and is referenced to NAD 83.
 HF0551
 HF0551.The geoid height was determined by GEOID03.
 HF0551
 HF0551.The dynamic height is computed by dividing the NAVD 88
 HF0551.geopotential number by the normal gravity value computed on the
 HF0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0551.degrees latitude (g = 980.6199 gals.).
 HF0551
 HF0551.The modeled gravity was interpolated from observed gravity values.
 HF0551
 HF0551;                    North         East     Units Scale Factor Converg.
 HF0551;SPC KS S     -   506,752.434   502,713.152   MT  0.99994909   +0 42 54.2
 HF0551;UTM  14      - 4,165,261.984   646,807.849   MT  0.99986547   +1 00 56.6
 HF0551
 HF0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0551!SPC KS S     -   0.99994347  x   0.99994909  =   0.99989256
 HF0551!UTM  14      -   0.99994347  x   0.99986547  =   0.99980895
 HF0551
 HF0551                          SUPERSEDED SURVEY CONTROL
 HF0551
 HF0551  ELLIP H (03/07/02)  360.28   (m)                       GP(       ) 4 2
 HF0551  NAVD 88 (03/07/02)  389.05   (m)         1276.4    (f) LEVELING    3  
 HF0551  NGVD 29 (??/??/92)  388.911  (m)         1275.95   (f) ADJ UNCH    2 0
 HF0551
 HF0551.Superseded values are not recommended for survey control.
 HF0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0551.See file dsdata.txt to determine how the superseded data were derived.
 HF0551
 HF0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4680865262(NAD 83)
 HF0551_MARKER: DB = BENCH MARK DISK
 HF0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0551_STAMPING: E 349 1972
 HF0551_MARK LOGO: NGS   
 HF0551_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HF0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0551+STABILITY: SURFACE MOTION
 HF0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0551+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2001
 HF0551
 HF0551  HISTORY     - Date     Condition        Report By
 HF0551  HISTORY     - 1972     MONUMENTED       NGS
 HF0551  HISTORY     - 20010423 GOOD             MSAM
 HF0551
 HF0551                          STATION DESCRIPTION
 HF0551
 HF0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0551'4.4 MI S FROM WICHITA.
 HF0551'ABOUT 4.40 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0551'RAILROAD FROM THE UNION STATION AT WICHITA.  AT THE CROSSING
 HF0551'OF THE MAC ARTHER BLVD.  47 FEET WEST OF THE WEST RAIL OF THE
 HF0551'TRACK, 45 FEET WEST OF THE WEST BOUND LANE OF THE BLVD, 2 FEET
 HF0551'EAST OF A METAL WITNESS POST, 1.9 FEET SOUTHEAST OF A FENCE
 HF0551'CORNER, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 HF0551'AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.  SECTION 9,
 HF0551'T 28 S, R 1 E.
 HF0551
 HF0551                          STATION RECOVERY (2001)
 HF0551
 HF0551'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 HF0551'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 HF0551' 
 HF0551'RECOVERED AS DESCRIBED.
 HF0551'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0577 ***********************************************************************
 HG0577  DESIGNATION -  E 35
 HG0577  PID         -  HG0577
 HG0577  STATE/COUNTY-  KS/FORD
 HG0577  USGS QUAD   -  BUCKLIN SE (1969)
 HG0577
 HG0577                         *CURRENT SURVEY CONTROL
 HG0577  ___________________________________________________________________
 HG0577* NAD 83(1986)-  37 33 55.     (N)    099 34 31.     (W)     SCALED    
 HG0577* NAVD 88     -       714.154  (meters)    2343.02   (feet)  ADJUSTED  
 HG0577  ___________________________________________________________________
 HG0577  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 HG0577  DYNAMIC HT  -         713.526 (meters)    2340.96  (feet)  COMP
 HG0577  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 HG0577
 HG0577  VERT ORDER  -  FIRST     CLASS II
 HG0577
 HG0577.The horizontal coordinates were scaled from a topographic map and have
 HG0577.an estimated accuracy of +/- 6 seconds.
 HG0577
 HG0577.The orthometric height was determined by differential leveling
 HG0577.and adjusted by the National Geodetic Survey in June 1991..
 HG0577
 HG0577.The geoid height was determined by GEOID03.
 HG0577
 HG0577.The dynamic height is computed by dividing the NAVD 88
 HG0577.geopotential number by the normal gravity value computed on the
 HG0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0577.degrees latitude (g = 980.6199 gals.).
 HG0577
 HG0577.The modeled gravity was interpolated from observed gravity values.
 HG0577
 HG0577;                    North         East    Units  Estimated Accuracy
 HG0577;SPC KS S     -   500,280.      305,010.      MT  (+/- 180 meters Scaled)
 HG0577
 HG0577                          SUPERSEDED SURVEY CONTROL
 HG0577
 HG0577  NGVD 29 (??/??/92)  713.833  (m)         2341.97   (f) ADJ UNCH    1 2
 HG0577
 HG0577.Superseded values are not recommended for survey control.
 HG0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0577.See file dsdata.txt to determine how the superseded data were derived.
 HG0577
 HG0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG491577(NAD 83)
 HG0577_MARKER: DB = BENCH MARK DISK
 HG0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0577_STAMPING: E 35 1934
 HG0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0577+STABILITY: SURFACE MOTION
 HG0577
 HG0577  HISTORY     - Date     Condition        Report By
 HG0577  HISTORY     - 1934     MONUMENTED       CGS
 HG0577
 HG0577                          STATION DESCRIPTION
 HG0577
 HG0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0577'3.3 MI E FROM BUCKLIN.
 HG0577'ABOUT 3.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0577'RAILWAY FROM THE STATION AT BUCKLIN, FORD COUNTY, ABOUT 250
 HG0577'FEET EAST OF THE TWENTIETH POLE WEST OF MILEPOST 344, 36 FEET
 HG0577'EAST OF THE CENTER OF A ROAD CROSSING, AND 24 FEET NORTH OF
 HG0577'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED E 35
 HG0577'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0614 ***********************************************************************
 HH0614  DESIGNATION -  E 352
 HH0614  PID         -  HH0614
 HH0614  STATE/COUNTY-  KS/FINNEY
 HH0614  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0614
 HH0614                         *CURRENT SURVEY CONTROL
 HH0614  ___________________________________________________________________
 HH0614* NAD 83(1986)-  37 57 36.     (N)    100 50 16.     (W)     SCALED    
 HH0614* NAVD 88     -       860.822  (meters)    2824.21   (feet)  ADJUSTED  
 HH0614  ___________________________________________________________________
 HH0614  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 HH0614  DYNAMIC HT  -         860.057 (meters)    2821.70  (feet)  COMP
 HH0614  MODELED GRAV-     979,711.7   (mgal)                       NAVD 88
 HH0614
 HH0614  VERT ORDER  -  FIRST     CLASS II
 HH0614
 HH0614.The horizontal coordinates were scaled from a topographic map and have
 HH0614.an estimated accuracy of +/- 6 seconds.
 HH0614
 HH0614.The orthometric height was determined by differential leveling
 HH0614.and adjusted by the National Geodetic Survey in June 1991..
 HH0614
 HH0614.The geoid height was determined by GEOID03.
 HH0614
 HH0614.The dynamic height is computed by dividing the NAVD 88
 HH0614.geopotential number by the normal gravity value computed on the
 HH0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0614.degrees latitude (g = 980.6199 gals.).
 HH0614
 HH0614.The modeled gravity was interpolated from observed gravity values.
 HH0614
 HH0614;                    North         East    Units  Estimated Accuracy
 HH0614;SPC KS S     -   546,120.      194,590.      MT  (+/- 180 meters Scaled)
 HH0614
 HH0614                          SUPERSEDED SURVEY CONTROL
 HH0614
 HH0614.No superseded survey control is available for this station.
 HH0614
 HH0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH385029(NAD 83)
 HH0614_MARKER: DB = BENCH MARK DISK
 HH0614_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HH0614+WITH SETTING: PAVEMENT
 HH0614_SP_SET: WELL PAD
 HH0614_STAMPING: E 352 1986
 HH0614_MARK LOGO: NGS   
 HH0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0614+STABILITY: POSITION/ELEVATION WELL
 HH0614
 HH0614  HISTORY     - Date     Condition        Report By
 HH0614  HISTORY     - 1986     MONUMENTED       NGS
 HH0614
 HH0614                          STATION DESCRIPTION
 HH0614
 HH0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0614'3.3 KM (2.05 MI) EAST FROM GARDEN CITY.
 HH0614'3.30 KM (2.05 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 HH0614'HIGHWAY 83 IN GARDEN CITY, IN THE NORTHEAST EDGE OF A 4-FOOT IN
 HH0614'DIAMETER WELL PAD ATTACHED TO A WELL CASING WHICH IS 260-FOOT DEEP,
 HH0614'44.5 METERS (146 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES,
 HH0614'16.8 METERS (55 FT) EAST OF THE CENTER OF A PAVED ROAD LEADING TO THE
 HH0614'BUNGE ELEVATORS AND 2.7 METERS (9 FT) SOUTH OF THE SOUTHWEST CORNER OF
 HH0614'THE PUMP HOUSE.
 HH0614'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0638 ***********************************************************************
 HH0638  DESIGNATION -  E 353
 HH0638  PID         -  HH0638
 HH0638  STATE/COUNTY-  KS/FORD
 HH0638  USGS QUAD   -  DODGE CITY (1984)
 HH0638
 HH0638                         *CURRENT SURVEY CONTROL
 HH0638  ___________________________________________________________________
 HH0638* NAD 83(1986)-  37 45 31.     (N)    100 05 15.     (W)     SCALED    
 HH0638* NAVD 88     -       767.377  (meters)    2517.64   (feet)  ADJUSTED  
 HH0638  ___________________________________________________________________
 HH0638  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 HH0638  DYNAMIC HT  -         766.713 (meters)    2515.46  (feet)  COMP
 HH0638  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 HH0638
 HH0638  VERT ORDER  -  FIRST     CLASS II
 HH0638
 HH0638.The horizontal coordinates were scaled from a topographic map and have
 HH0638.an estimated accuracy of +/- 6 seconds.
 HH0638
 HH0638.The orthometric height was determined by differential leveling
 HH0638.and adjusted by the National Geodetic Survey in June 1991..
 HH0638
 HH0638.The geoid height was determined by GEOID03.
 HH0638
 HH0638.The dynamic height is computed by dividing the NAVD 88
 HH0638.geopotential number by the normal gravity value computed on the
 HH0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0638.degrees latitude (g = 980.6199 gals.).
 HH0638
 HH0638.The modeled gravity was interpolated from observed gravity values.
 HH0638
 HH0638;                    North         East    Units  Estimated Accuracy
 HH0638;SPC KS S     -   522,380.      260,130.      MT  (+/- 180 meters Scaled)
 HH0638
 HH0638                          SUPERSEDED SURVEY CONTROL
 HH0638
 HH0638.No superseded survey control is available for this station.
 HH0638
 HH0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG042795(NAD 83)
 HH0638_MARKER: I = METAL ROD
 HH0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0638_SP_SET: STAINLESS STEEL ROD
 HH0638_STAMPING: E 353 1986
 HH0638_MARK LOGO: NGS   
 HH0638_PROJECTION: FLUSH
 HH0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0638_ROD/PIPE-DEPTH: 10.9 meters
 HH0638
 HH0638  HISTORY     - Date     Condition        Report By
 HH0638  HISTORY     - 1986     MONUMENTED       NGS
 HH0638
 HH0638                          STATION DESCRIPTION
 HH0638
 HH0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0638'6.1 KM (3.8 MI) WEST FROM DODGE CITY.
 HH0638'6.16 KM (3.84 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 HH0638'HIGHWAYS 56 AND 283 AT DODGE CITY, AT A LARGE CONCRETE HISTORICAL
 HH0638'MONUMENT, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A GRAVEL ROAD
 HH0638'LEADING NORTH, 27.7 METERS (91 FT) NORTH OF THE HIGHWAY CENTERLINE,
 HH0638'8.2 METERS (27 FT) EAST OF THE CENTER OF THE ROAD AND 0.7 METERS (2.5
 HH0638'FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE MONUMENT.  NOTE--ACCESS
 HH0638'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0638'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 HH0638'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0656 ***********************************************************************
 HG0656  DESIGNATION -  E 354
 HG0656  PID         -  HG0656
 HG0656  STATE/COUNTY-  KS/FORD
 HG0656  USGS QUAD   -  BUCKLIN (1969)
 HG0656
 HG0656                         *CURRENT SURVEY CONTROL
 HG0656  ___________________________________________________________________
 HG0656* NAD 83(1986)-  37 34 18.     (N)    099 39 51.     (W)     SCALED    
 HG0656* NAVD 88     -       744.176  (meters)    2441.52   (feet)  ADJUSTED  
 HG0656  ___________________________________________________________________
 HG0656  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 HG0656  DYNAMIC HT  -         743.521 (meters)    2439.37  (feet)  COMP
 HG0656  MODELED GRAV-     979,726.2   (mgal)                       NAVD 88
 HG0656
 HG0656  VERT ORDER  -  FIRST     CLASS II
 HG0656
 HG0656.The horizontal coordinates were scaled from a topographic map and have
 HG0656.an estimated accuracy of +/- 6 seconds.
 HG0656
 HG0656.The orthometric height was determined by differential leveling
 HG0656.and adjusted by the National Geodetic Survey in June 1991..
 HG0656
 HG0656.The geoid height was determined by GEOID03.
 HG0656
 HG0656.The dynamic height is computed by dividing the NAVD 88
 HG0656.geopotential number by the normal gravity value computed on the
 HG0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0656.degrees latitude (g = 980.6199 gals.).
 HG0656
 HG0656.The modeled gravity was interpolated from observed gravity values.
 HG0656
 HG0656;                    North         East    Units  Estimated Accuracy
 HG0656;SPC KS S     -   501,080.      297,160.      MT  (+/- 180 meters Scaled)
 HG0656
 HG0656                          SUPERSEDED SURVEY CONTROL
 HG0656
 HG0656.No superseded survey control is available for this station.
 HG0656
 HG0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG413585(NAD 83)
 HG0656_MARKER: I = METAL ROD
 HG0656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0656_SP_SET: STAINLESS STEEL ROD
 HG0656_STAMPING: E 354 1986
 HG0656_MARK LOGO: NGS   
 HG0656_PROJECTION: FLUSH
 HG0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0656_ROD/PIPE-DEPTH: 12.2 meters
 HG0656
 HG0656  HISTORY     - Date     Condition        Report By
 HG0656  HISTORY     - 1986     MONUMENTED       NGS
 HG0656
 HG0656                          STATION DESCRIPTION
 HG0656
 HG0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0656'3.4 KM (2.1 MI) NW FROM BUCKLIN.
 HG0656'3.4 KM (2.15 MI) NORTHWEST ALONG STATE HIGHWAY 34 FROM THE WEST
 HG0656'JUNCTION OF US HIGHWAY 54 AT BUCKLIN, IN THE NORTHEAST CORNER OF THE
 HG0656'INTERSECTION OF A EAST-WEST DIRT ROAD, 0.5 KM (0.3 MI) NORTHWEST OF
 HG0656'MILEPOST 41, 16.7 METERS (55 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 HG0656'16.9 METERS (55.5 FT) NORTH OF THE CENTER OF THE ROAD AND 0.5 METER
 HG0656'(1.5 FT) SOUTHEAST OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO
 HG0656'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0656'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 HG0656'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0754 ***********************************************************************
 HG0754  DESIGNATION -  E 355
 HG0754  PID         -  HG0754
 HG0754  STATE/COUNTY-  KS/HARPER
 HG0754  USGS QUAD   -  SPRING (1972)
 HG0754
 HG0754                         *CURRENT SURVEY CONTROL
 HG0754  ___________________________________________________________________
 HG0754* NAD 83(1986)-  37 05 12.     (N)    098 02 18.     (W)     SCALED    
 HG0754* NAVD 88     -       408.629  (meters)    1340.64   (feet)  ADJUSTED  
 HG0754  ___________________________________________________________________
 HG0754  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HG0754  DYNAMIC HT  -         408.285 (meters)    1339.52  (feet)  COMP
 HG0754  MODELED GRAV-     979,778.3   (mgal)                       NAVD 88
 HG0754
 HG0754  VERT ORDER  -  FIRST     CLASS II
 HG0754
 HG0754.The horizontal coordinates were scaled from a topographic map and have
 HG0754.an estimated accuracy of +/- 6 seconds.
 HG0754
 HG0754.The orthometric height was determined by differential leveling
 HG0754.and adjusted by the National Geodetic Survey in June 1991..
 HG0754
 HG0754.The geoid height was determined by GEOID03.
 HG0754
 HG0754.The dynamic height is computed by dividing the NAVD 88
 HG0754.geopotential number by the normal gravity value computed on the
 HG0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0754.degrees latitude (g = 980.6199 gals.).
 HG0754
 HG0754.The modeled gravity was interpolated from observed gravity values.
 HG0754
 HG0754;                    North         East    Units  Estimated Accuracy
 HG0754;SPC KS S     -   446,720.      441,050.      MT  (+/- 180 meters Scaled)
 HG0754
 HG0754                          SUPERSEDED SURVEY CONTROL
 HG0754
 HG0754.No superseded survey control is available for this station.
 HG0754
 HG0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG854049(NAD 83)
 HG0754_MARKER: I = METAL ROD
 HG0754_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HG0754+WITH SETTING: INFORMATION.
 HG0754_SP_SET: SHALLOW-SET METAL ROD
 HG0754_STAMPING: E 355 1986
 HG0754_MARK LOGO: NGS   
 HG0754_PROJECTION: FLUSH
 HG0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0754_ROD/PIPE-DEPTH: 1.8  meters
 HG0754
 HG0754  HISTORY     - Date     Condition        Report By
 HG0754  HISTORY     - 1986     MONUMENTED       NGS
 HG0754
 HG0754                          STATION DESCRIPTION
 HG0754
 HG0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0754'7.8 KM (4.85 MI) SOUTH FROM ANTHONY.
 HG0754'7.8 KM (4.88 MI) SOUTH ALONG STATE HIGHWAY 179 FROM THE JUNCTION OF
 HG0754'STATE HIGHWAYS 44 AND 179 AT ANTHONY, AT A WIRE GATE, 15.8 METERS
 HG0754'(51.9 FT) WEST OF THE HIGHWAY CENTERLINE, 9.8 METERS (32.1 FT) EAST OF
 HG0754'A WATER HYDRANT, 4.6 METERS (15 FT) NORTH-NORTHWEST OF THE CENTER OF A
 HG0754'FIELD ROAD AND 0.31 METER (1 FT) SOUTHWEST OF A FENCE CORNER.  ROD SET
 HG0754'TO ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0754'5-INCH LOGO CAP.
 HG0754'THE MARK IS 0.47 METERS  WSW FROM  A WITNESS POST
 HG0754'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0680 ***********************************************************************
 HG0680  DESIGNATION -  E 357
 HG0680  PID         -  HG0680
 HG0680  STATE/COUNTY-  KS/KIOWA
 HG0680  USGS QUAD   -  BRENHAM (1968)
 HG0680
 HG0680                         *CURRENT SURVEY CONTROL
 HG0680  ___________________________________________________________________
 HG0680* NAD 83(1986)-  37 36 49.     (N)    099 07 45.     (W)     SCALED    
 HG0680* NAVD 88     -       659.681  (meters)    2164.30   (feet)  ADJUSTED  
 HG0680  ___________________________________________________________________
 HG0680  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 HG0680  DYNAMIC HT  -         659.117 (meters)    2162.45  (feet)  COMP
 HG0680  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 HG0680
 HG0680  VERT ORDER  -  FIRST     CLASS II
 HG0680
 HG0680.The horizontal coordinates were scaled from a topographic map and have
 HG0680.an estimated accuracy of +/- 6 seconds.
 HG0680
 HG0680.The orthometric height was determined by differential leveling
 HG0680.and adjusted by the National Geodetic Survey in July 2002..
 HG0680
 HG0680.The geoid height was determined by GEOID03.
 HG0680
 HG0680.The dynamic height is computed by dividing the NAVD 88
 HG0680.geopotential number by the normal gravity value computed on the
 HG0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0680.degrees latitude (g = 980.6199 gals.).
 HG0680
 HG0680.The modeled gravity was interpolated from observed gravity values.
 HG0680
 HG0680;                    North         East    Units  Estimated Accuracy
 HG0680;SPC KS S     -   505,280.      344,450.      MT  (+/- 180 meters Scaled)
 HG0680
 HG0680                          SUPERSEDED SURVEY CONTROL
 HG0680
 HG0680  NAVD 88 (06/15/91)  659.672  (m)         2164.27   (f) UNKNOWN     1 2
 HG0680
 HG0680.Superseded values are not recommended for survey control.
 HG0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0680.See file dsdata.txt to determine how the superseded data were derived.
 HG0680
 HG0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG886629(NAD 83)
 HG0680_MARKER: I = METAL ROD
 HG0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0680_SP_SET: STAINLESS STEEL ROD
 HG0680_STAMPING: E 357 1986
 HG0680_MARK LOGO: NGS   
 HG0680_PROJECTION: FLUSH
 HG0680_MAGNETIC: I = MARKER IS A STEEL ROD
 HG0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0680+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1997
 HG0680_ROD/PIPE-DEPTH: 12.2 meters
 HG0680
 HG0680  HISTORY     - Date     Condition        Report By
 HG0680  HISTORY     - 1986     MONUMENTED       NGS
 HG0680  HISTORY     - 1988     GOOD             USPSQD
 HG0680  HISTORY     - 19971022 GOOD             NGS
 HG0680
 HG0680                          STATION DESCRIPTION
 HG0680
 HG0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0680'2.0 KM (1.25 MI) WEST FROM HAVILAND.
 HG0680'2.05 KM (1.3 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN
 HG0680'STREET AT HAVILAND, 0.7 KM (0.45 MI) WEST OF MILEPOST 117, 0.5 KM (0.3
 HG0680'MI) WEST OF THE JUNCTION OF A DIRT ROAD, 42.2 METERS (138.5 FT) NORTH
 HG0680'OF THE HIGHWAY CENTERLINE, 31.7 METERS (104 FT) SOUTHEAST ACROSS THE
 HG0680'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD FROM THE 14TH TELEPHONE POLE
 HG0680'EAST OF RAILROAD MILEPOLE 320, 14.5 METERS (47.5 FT) SOUTH OF THE
 HG0680'SOUTH RAIL AND 0.6 METER (2 FT) WEST OF A CONCRETE RIGHT OF WAY POST.
 HG0680'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0680'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0680'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 HG0680
 HG0680                          STATION RECOVERY (1988)
 HG0680
 HG0680'RECOVERY NOTE BY US POWER SQUADRON 1988 (DRL)
 HG0680'RECOVERED IN GOOD CONDITION.
 HG0680
 HG0680                          STATION RECOVERY (1997)
 HG0680
 HG0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HG0680'2.0 KM (1.25 MI) WESTERLY ALONG U.S.  HIGHWAY 54 FROM THE JUNCTION OF
 HG0680'MAIN STREET IN HAVILAND, 68.0 M (223.1 FT) NORTH OF THE HIGHWAY
 HG0680'CENTERLINE, 14.5 M (47.6 FT) SOUTH OF THE NEAR RAIL OF THE UNION
 HG0680'PACIFIC RAILROAD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 HG0680'(2.0 FT) WEST OF A RIGHT-OF-WAY POST AND A METAL GUARD POST, AND 0.3 M
 HG0680'(1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 HG0680'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0434 ***********************************************************************
 JH0434  DESIGNATION -  E 358
 JH0434  PID         -  JH0434
 JH0434  STATE/COUNTY-  KS/FINNEY
 JH0434  USGS QUAD   -  TENNIS (1976)
 JH0434
 JH0434                         *CURRENT SURVEY CONTROL
 JH0434  ___________________________________________________________________
 JH0434* NAD 83(1986)-  38 08 57.     (N)    100 53 02.     (W)     SCALED    
 JH0434* NAVD 88     -       879.439  (meters)    2885.29   (feet)  ADJUSTED  
 JH0434  ___________________________________________________________________
 JH0434  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 JH0434  DYNAMIC HT  -         878.673 (meters)    2882.78  (feet)  COMP
 JH0434  MODELED GRAV-     979,728.8   (mgal)                       NAVD 88
 JH0434
 JH0434  VERT ORDER  -  FIRST     CLASS II
 JH0434
 JH0434.The horizontal coordinates were scaled from a topographic map and have
 JH0434.an estimated accuracy of +/- 6 seconds.
 JH0434
 JH0434.The orthometric height was determined by differential leveling
 JH0434.and adjusted by the National Geodetic Survey in June 1991..
 JH0434
 JH0434.The geoid height was determined by GEOID03.
 JH0434
 JH0434.The dynamic height is computed by dividing the NAVD 88
 JH0434.geopotential number by the normal gravity value computed on the
 JH0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0434.degrees latitude (g = 980.6199 gals.).
 JH0434
 JH0434.The modeled gravity was interpolated from observed gravity values.
 JH0434
 JH0434;                    North         East    Units  Estimated Accuracy
 JH0434;SPC KS S     -   567,210.      191,080.      MT  (+/- 180 meters Scaled)
 JH0434
 JH0434                          SUPERSEDED SURVEY CONTROL
 JH0434
 JH0434.No superseded survey control is available for this station.
 JH0434
 JH0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH349240(NAD 83)
 JH0434_MARKER: I = METAL ROD
 JH0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0434_SP_SET: STAINLESS STEEL ROD
 JH0434_STAMPING: E 358 1986
 JH0434_MARK LOGO: NGS   
 JH0434_PROJECTION: FLUSH
 JH0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0434_ROD/PIPE-DEPTH: 11.0 meters
 JH0434
 JH0434  HISTORY     - Date     Condition        Report By
 JH0434  HISTORY     - 1986     MONUMENTED       NGS
 JH0434
 JH0434                          STATION DESCRIPTION
 JH0434
 JH0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0434'19.5 KM (12.1 MI) NORTH FROM GARDEN CITY.
 JH0434'19.5 KM (12.2 MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0434'HIGHWAY 50 WEST AT GARDEN CITY, AT A UNDER GROUND GAS PIPELINE
 JH0434'CROSSING, NEAR MILEPOST 83, 22.5 METERS (74 FT) WEST OF THE HIGHWAY
 JH0434'CENTERLINE, 70.1 METERS (230 FT) NORTHWEST OF THE MILEPOST, 34.0
 JH0434'METERS (111.5 FT) NORTH OF THE EXTENDED CENTER OF A ROAD LEADING EAST,
 JH0434'4.2 METERS (14 FT) NORTH OF THE GAS LINE VENT PIPE AND 0.5 METER (1.5
 JH0434'FT) NORTH OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM
 JH0434'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0434'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0434'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0708 ***********************************************************************
 HG0708  DESIGNATION -  E 359
 HG0708  PID         -  HG0708
 HG0708  STATE/COUNTY-  KS/PRATT
 HG0708  USGS QUAD   -  PRATT (1968)
 HG0708
 HG0708                         *CURRENT SURVEY CONTROL
 HG0708  ___________________________________________________________________
 HG0708* NAD 83(1986)-  37 38 44.     (N)    098 40 27.     (W)     SCALED    
 HG0708* NAVD 88     -       558.955  (meters)    1833.84   (feet)  ADJUSTED  
 HG0708  ___________________________________________________________________
 HG0708  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 HG0708  DYNAMIC HT  -         558.486 (meters)    1832.30  (feet)  COMP
 HG0708  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 HG0708
 HG0708  VERT ORDER  -  FIRST     CLASS II
 HG0708
 HG0708.The horizontal coordinates were scaled from a topographic map and have
 HG0708.an estimated accuracy of +/- 6 seconds.
 HG0708
 HG0708.The orthometric height was determined by differential leveling
 HG0708.and adjusted by the National Geodetic Survey in June 1991..
 HG0708
 HG0708.The geoid height was determined by GEOID03.
 HG0708
 HG0708.The dynamic height is computed by dividing the NAVD 88
 HG0708.geopotential number by the normal gravity value computed on the
 HG0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0708.degrees latitude (g = 980.6199 gals.).
 HG0708
 HG0708.The modeled gravity was interpolated from observed gravity values.
 HG0708
 HG0708;                    North         East    Units  Estimated Accuracy
 HG0708;SPC KS S     -   508,660.      384,630.      MT  (+/- 180 meters Scaled)
 HG0708
 HG0708                          SUPERSEDED SURVEY CONTROL
 HG0708
 HG0708.No superseded survey control is available for this station.
 HG0708
 HG0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG287665(NAD 83)
 HG0708_MARKER: I = METAL ROD
 HG0708_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0708_SP_SET: STAINLESS STEEL ROD
 HG0708_STAMPING: E 359 1986
 HG0708_MARK LOGO: NGS   
 HG0708_PROJECTION: FLUSH
 HG0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0708_ROD/PIPE-DEPTH: 6.1  meters
 HG0708
 HG0708  HISTORY     - Date     Condition        Report By
 HG0708  HISTORY     - 1986     MONUMENTED       NGS
 HG0708
 HG0708                          STATION DESCRIPTION
 HG0708
 HG0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0708'5.6 KM (3.5 MI) EAST FROM PRATT.
 HG0708'5.64 KM (3.52 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US
 HG0708'HIGHWAY 281 AT PRATT, AT THE SOUTHWEST CORNER OF THE PRATT LIVESTOCK
 HG0708'PROPERTY, 0.5 KM (0.3 MI) WEST OF MILEPOST 142, 22.8 METERS (75 FT)
 HG0708'NORTH OF THE HIGHWAY CENTERLINE, 29.2 METERS (96 FT) WEST OF THE
 HG0708'CENTER OF THE WEST ONE OF TWO DRIVEWAYS, 4.9 METERS (16.5 FT) SOUTH OF
 HG0708'A POWER POLE WITH A GUY WIRE AND 0.6 METER (2 FT) NORTHWEST OF THE
 HG0708'BASE OF THE GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0708'5-INCH LOGO CAP.
 HG0708'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0708'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0352 ***********************************************************************
 HG0352  DESIGNATION -  E 36
 HG0352  PID         -  HG0352
 HG0352  STATE/COUNTY-  KS/PRATT
 HG0352  USGS QUAD   -  PRATT (1968)
 HG0352
 HG0352                         *CURRENT SURVEY CONTROL
 HG0352  ___________________________________________________________________
 HG0352* NAD 83(1986)-  37 38 37.     (N)    098 44 26.     (W)     SCALED    
 HG0352* NAVD 88     -       576.612  (meters)    1891.77   (feet)  ADJUSTED  
 HG0352  ___________________________________________________________________
 HG0352  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 HG0352  DYNAMIC HT  -         576.128 (meters)    1890.18  (feet)  COMP
 HG0352  MODELED GRAV-     979,772.2   (mgal)                       NAVD 88
 HG0352
 HG0352  VERT ORDER  -  FIRST     CLASS II
 HG0352
 HG0352.The horizontal coordinates were scaled from a topographic map and have
 HG0352.an estimated accuracy of +/- 6 seconds.
 HG0352
 HG0352.The orthometric height was determined by differential leveling
 HG0352.and adjusted by the National Geodetic Survey in June 1991..
 HG0352
 HG0352.The geoid height was determined by GEOID03.
 HG0352
 HG0352.The dynamic height is computed by dividing the NAVD 88
 HG0352.geopotential number by the normal gravity value computed on the
 HG0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0352.degrees latitude (g = 980.6199 gals.).
 HG0352
 HG0352.The modeled gravity was interpolated from observed gravity values.
 HG0352
 HG0352;                    North         East    Units  Estimated Accuracy
 HG0352;SPC KS S     -   508,450.      378,770.      MT  (+/- 180 meters Scaled)
 HG0352
 HG0352                          SUPERSEDED SURVEY CONTROL
 HG0352
 HG0352  NGVD 29 (??/??/92)  576.375  (m)         1890.99   (f) ADJ UNCH    1 2
 HG0352
 HG0352.Superseded values are not recommended for survey control.
 HG0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0352.See file dsdata.txt to determine how the superseded data were derived.
 HG0352
 HG0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG228663(NAD 83)
 HG0352_MARKER: DB = BENCH MARK DISK
 HG0352_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HG0352_SP_SET: BUILDING
 HG0352_STAMPING: E 36 1934 1890.99
 HG0352_MARK LOGO: CGS   
 HG0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0352+STABILITY: POSITION/ELEVATION WELL
 HG0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0352+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG0352
 HG0352  HISTORY     - Date     Condition        Report By
 HG0352  HISTORY     - 1934     MONUMENTED       CGS
 HG0352  HISTORY     - 1986     GOOD             NGS
 HG0352  HISTORY     - 20040821 GOOD             USPSQD
 HG0352
 HG0352                          STATION DESCRIPTION
 HG0352
 HG0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0352'AT PRATT.
 HG0352'AT PRATT, PRATT COUNTY, IN THE NORTHWEST CORNER OF THE MUNICIPAL
 HG0352'BUILDING, 41 FEET EAST OF THE CENTER LINE OF JACKSON STREET, AND
 HG0352'41 FEET SOUTH OF THE CENTER LINE OF THIRD STREET.  A STANDARD DISK,
 HG0352'STAMPED 1890.99 E 36 1934 AND SET VERTICALLY.
 HG0352
 HG0352                          STATION RECOVERY (1986)
 HG0352
 HG0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0352'RECOVERED IN GOOD CONDITION.
 HG0352
 HG0352                          STATION RECOVERY (2004)
 HG0352
 HG0352'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HG0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0731 ***********************************************************************
 HG0731  DESIGNATION -  E 360
 HG0731  PID         -  HG0731
 HG0731  STATE/COUNTY-  KS/KINGMAN
 HG0731  USGS QUAD   -  PENALOSA (1967)
 HG0731
 HG0731                         *CURRENT SURVEY CONTROL
 HG0731  ___________________________________________________________________
 HG0731* NAD 83(1986)-  37 38 40.     (N)    098 16 56.     (W)     SCALED    
 HG0731* NAVD 88     -       481.271  (meters)    1578.97   (feet)  ADJUSTED  
 HG0731  ___________________________________________________________________
 HG0731  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 HG0731  DYNAMIC HT  -         480.869 (meters)    1577.65  (feet)  COMP
 HG0731  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 HG0731
 HG0731  VERT ORDER  -  FIRST     CLASS II
 HG0731
 HG0731.The horizontal coordinates were scaled from a topographic map and have
 HG0731.an estimated accuracy of +/- 6 seconds.
 HG0731
 HG0731.The orthometric height was determined by differential leveling
 HG0731.and adjusted by the National Geodetic Survey in June 1991..
 HG0731
 HG0731.The geoid height was determined by GEOID03.
 HG0731
 HG0731.The dynamic height is computed by dividing the NAVD 88
 HG0731.geopotential number by the normal gravity value computed on the
 HG0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0731.degrees latitude (g = 980.6199 gals.).
 HG0731
 HG0731.The modeled gravity was interpolated from observed gravity values.
 HG0731
 HG0731;                    North         East    Units  Estimated Accuracy
 HG0731;SPC KS S     -   508,540.      419,220.      MT  (+/- 180 meters Scaled)
 HG0731
 HG0731                          SUPERSEDED SURVEY CONTROL
 HG0731
 HG0731.No superseded survey control is available for this station.
 HG0731
 HG0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG633666(NAD 83)
 HG0731_MARKER: I = METAL ROD
 HG0731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0731_SP_SET: STAINLESS STEEL ROD
 HG0731_STAMPING: E 360 1986
 HG0731_MARK LOGO: NGS   
 HG0731_PROJECTION: FLUSH
 HG0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0731_ROD/PIPE-DEPTH: 16.7 meters
 HG0731
 HG0731  HISTORY     - Date     Condition        Report By
 HG0731  HISTORY     - 1986     MONUMENTED       NGS
 HG0731
 HG0731                          STATION DESCRIPTION
 HG0731
 HG0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0731'12.8 KM (7.95 MI) EAST FROM CUNNINGHAM.
 HG0731'12.86 KM (8.03 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF
 HG0731'COUNTY ROAD 359 AT CUNNINGHAM, IN THE SOUTHEAST CORNER OF OF THE T
 HG0731'JUNCTION OF COUNTY ROAD 296, 0.28 KM (0.17 MI) EAST OF MILEPOST 163,
 HG0731'124.6 METERS (409 FT) SOUTH OF THE HIGHWAY CENTERLINE, 14.9 METERS (49
 HG0731'FT) EAST OF THE CENTER OF THE ROAD AND 0.4 METER (1.5 FT) WEST OF THE
 HG0731'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0731'5-INCH LOGO CAP.
 HG0731'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HG0731'THE MARK IS 0.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0480 ***********************************************************************
 JH0480  DESIGNATION -  E 361
 JH0480  PID         -  JH0480
 JH0480  STATE/COUNTY-  KS/LOGAN
 JH0480  USGS QUAD   -  ELKADER NE (1972)
 JH0480
 JH0480                         *CURRENT SURVEY CONTROL
 JH0480  ___________________________________________________________________
 JH0480* NAD 83(1986)-  38 54 00.     (N)    100 51 11.     (W)     SCALED    
 JH0480* NAVD 88     -       914.558  (meters)    3000.51   (feet)  ADJUSTED  
 JH0480  ___________________________________________________________________
 JH0480  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 JH0480  DYNAMIC HT  -         913.821 (meters)    2998.09  (feet)  COMP
 JH0480  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 JH0480
 JH0480  VERT ORDER  -  FIRST     CLASS II
 JH0480
 JH0480.The horizontal coordinates were scaled from a topographic map and have
 JH0480.an estimated accuracy of +/- 6 seconds.
 JH0480
 JH0480.The orthometric height was determined by differential leveling
 JH0480.and adjusted by the National Geodetic Survey in June 1991..
 JH0480
 JH0480.The geoid height was determined by GEOID03.
 JH0480
 JH0480.The dynamic height is computed by dividing the NAVD 88
 JH0480.geopotential number by the normal gravity value computed on the
 JH0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0480.degrees latitude (g = 980.6199 gals.).
 JH0480
 JH0480.The modeled gravity was interpolated from observed gravity values.
 JH0480
 JH0480;                    North         East    Units  Estimated Accuracy
 JH0480;SPC KS N     -    66,800.      152,550.      MT  (+/- 180 meters Scaled)
 JH0480
 JH0480                          SUPERSEDED SURVEY CONTROL
 JH0480
 JH0480  NGVD 29 (02/14/92)  914.217  (m)         2999.39   (f) ADJUSTED    1 2
 JH0480
 JH0480.Superseded values are not recommended for survey control.
 JH0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0480.See file dsdata.txt to determine how the superseded data were derived.
 JH0480
 JH0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ393073(NAD 83)
 JH0480_MARKER: I = METAL ROD
 JH0480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0480_SP_SET: STAINLESS STEEL ROD
 JH0480_STAMPING: E 361 1986
 JH0480_MARK LOGO: NGS   
 JH0480_PROJECTION: FLUSH
 JH0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0480_ROD/PIPE-DEPTH: 14.6 meters
 JH0480
 JH0480  HISTORY     - Date     Condition        Report By
 JH0480  HISTORY     - 1986     MONUMENTED       NGS
 JH0480
 JH0480                          STATION DESCRIPTION
 JH0480
 JH0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0480'24.0 KM (14.9 MI) SOUTH FROM OAKLEY.
 JH0480'24.08 KM (15.05 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0480'HIGHWAY 40 AT OAKLEY, NEAR A STOCK PEN, 0.23 KM (0.14 MI) SOUTH OF THE
 JH0480'JUNCTION OF A DIRT ROAD, 0.27 KM (0.17 MI) NORTH OF MILEPOST 136, 15.5
 JH0480'METERS (51 FT) WEST OF THE HIGHWAY CENTERLINE, 0.4 METER (1.5 FT) EAST
 JH0480'OF THE NORTHEAST FENCE CORNER OF THE STOCK PEN AND 61.7 METERS
 JH0480'(202.5 FT) EAST OF THE SOUTHEAST LEG OF A WIND MILL.  NOTE--ACCESS TO
 JH0480'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0480'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0480'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0573 ***********************************************************************
 KH0573  DESIGNATION -  E 362
 KH0573  PID         -  KH0573
 KH0573  STATE/COUNTY-  KS/GOVE
 KH0573  USGS QUAD   -  GRAINFIELD (1979)
 KH0573
 KH0573                         *CURRENT SURVEY CONTROL
 KH0573  ___________________________________________________________________
 KH0573* NAD 83(1986)-  39 06 28.     (N)    100 26 36.     (W)     SCALED    
 KH0573* NAVD 88     -       853.304  (meters)    2799.55   (feet)  ADJUSTED  
 KH0573  ___________________________________________________________________
 KH0573  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 KH0573  DYNAMIC HT  -         852.640 (meters)    2797.37  (feet)  COMP
 KH0573  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 KH0573
 KH0573  VERT ORDER  -  FIRST     CLASS II
 KH0573
 KH0573.The horizontal coordinates were scaled from a topographic map and have
 KH0573.an estimated accuracy of +/- 6 seconds.
 KH0573
 KH0573.The orthometric height was determined by differential leveling
 KH0573.and adjusted by the National Geodetic Survey in June 1991..
 KH0573
 KH0573.The geoid height was determined by GEOID03.
 KH0573
 KH0573.The dynamic height is computed by dividing the NAVD 88
 KH0573.geopotential number by the normal gravity value computed on the
 KH0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0573.degrees latitude (g = 980.6199 gals.).
 KH0573
 KH0573.The modeled gravity was interpolated from observed gravity values.
 KH0573
 KH0573;                    North         East    Units  Estimated Accuracy
 KH0573;SPC KS N     -    88,820.      188,700.      MT  (+/- 180 meters Scaled)
 KH0573
 KH0573                          SUPERSEDED SURVEY CONTROL
 KH0573
 KH0573  NGVD 29 (02/14/92)  852.978  (m)         2798.48   (f) ADJUSTED    1 2
 KH0573
 KH0573.Superseded values are not recommended for survey control.
 KH0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0573.See file dsdata.txt to determine how the superseded data were derived.
 KH0573
 KH0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ752297(NAD 83)
 KH0573_MARKER: I = METAL ROD
 KH0573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KH0573_SP_SET: STAINLESS STEEL ROD
 KH0573_STAMPING: E 362 1986
 KH0573_MARK LOGO: NGS   
 KH0573_PROJECTION: FLUSH
 KH0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0573_ROD/PIPE-DEPTH: 6.1  meters
 KH0573
 KH0573  HISTORY     - Date     Condition        Report By
 KH0573  HISTORY     - 1986     MONUMENTED       NGS
 KH0573
 KH0573                          STATION DESCRIPTION
 KH0573
 KH0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KH0573'1.8 KM (1.1 MI) EAST FROM GRAINFIELD.
 KH0573'1.79 KM (1.12 MI) EAST ALONG OLD US HIGHWAY 40 FROM THE T JUNCTION OF
 KH0573'MAIN STREET AT GRAINFIELD, IN THE NORTHWEST CORNER OF THE JUNCTION OF
 KH0573'STATE HIGHWAY 23, 31.3 METERS (103 FT) NORTH OF THE HIGHWAY
 KH0573'CENTERLINE, 17.3 METERS (57 FT) SOUTH OF THE SOUTH RAIL OF THE UNION
 KH0573'PACIFIC RAILROAD, 13.7 METERS (45 FT) WEST OF THE CENTER OF STATE
 KH0573'HIGHWAY 23, 1.8 METERS (6 FT) WEST-NORTHWEST OF A POWER POLE WITH 4
 KH0573'GUY WIRES AND 1.8 METERS (6 FT) EAST-NORTHEAST OF THE BASE OF THE WEST
 KH0573'ONE OF THE GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KH0573'5-INCH LOGO CAP.
 KH0573'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KH0573'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0665 ***********************************************************************
 HH0665  DESIGNATION -  E 363
 HH0665  PID         -  HH0665
 HH0665  STATE/COUNTY-  KS/KEARNY
 HH0665  USGS QUAD   -  LAKIN (1978)
 HH0665
 HH0665                         *CURRENT SURVEY CONTROL
 HH0665  ___________________________________________________________________
 HH0665* NAD 83(1986)-  37 56 38.     (N)    101 18 14.     (W)     SCALED    
 HH0665* NAVD 88     -       947.199  (meters)    3107.60   (feet)  ADJUSTED  
 HH0665  ___________________________________________________________________
 HH0665  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 HH0665  DYNAMIC HT  -         946.326 (meters)    3104.74  (feet)  COMP
 HH0665  MODELED GRAV-     979,675.0   (mgal)                       NAVD 88
 HH0665
 HH0665  VERT ORDER  -  FIRST     CLASS II
 HH0665
 HH0665.The horizontal coordinates were scaled from a topographic map and have
 HH0665.an estimated accuracy of +/- 6 seconds.
 HH0665
 HH0665.The orthometric height was determined by differential leveling
 HH0665.and adjusted by the National Geodetic Survey in June 1991..
 HH0665
 HH0665.The geoid height was determined by GEOID03.
 HH0665
 HH0665.The dynamic height is computed by dividing the NAVD 88
 HH0665.geopotential number by the normal gravity value computed on the
 HH0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0665.degrees latitude (g = 980.6199 gals.).
 HH0665
 HH0665.The modeled gravity was interpolated from observed gravity values.
 HH0665
 HH0665;                    North         East    Units  Estimated Accuracy
 HH0665;SPC KS S     -   545,460.      153,590.      MT  (+/- 180 meters Scaled)
 HH0665
 HH0665                          SUPERSEDED SURVEY CONTROL
 HH0665
 HH0665.No superseded survey control is available for this station.
 HH0665
 HH0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH975020(NAD 83)
 HH0665_MARKER: I = METAL ROD
 HH0665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0665_SP_SET: STAINLESS STEEL ROD
 HH0665_STAMPING: E 363 1986
 HH0665_MARK LOGO: NGS   
 HH0665_PROJECTION: FLUSH
 HH0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0665_ROD/PIPE-DEPTH: 16.5 meters
 HH0665
 HH0665  HISTORY     - Date     Condition        Report By
 HH0665  HISTORY     - 1986     MONUMENTED       NGS
 HH0665
 HH0665                          STATION DESCRIPTION
 HH0665
 HH0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0665'4.1 KM (2.55 MI) WEST FROM LAKIN.
 HH0665'4.1 KM (2.55 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0665'ROUTE 25 IN LAKIN, AT ROAD N 23 LEADING NORTH, 18.8 METERS (61.6 FT)
 HH0665'SOUTH OF THE HIGHWAY CENTERLINE, 8.2 METERS (27 FT) EAST OF THE CENTER
 HH0665'OF A FIELD ROAD LEADING SOUTH, 2.1 METERS (7 FT) EAST OF A CONCRETE
 HH0665'RIGHT OF WAY POST AND 0.45 METER (1.5 FT) WEST OF A POWER POLE.
 HH0665'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0665'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HH0665'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0459 ***********************************************************************
 JH0459  DESIGNATION -  E 364
 JH0459  PID         -  JH0459
 JH0459  STATE/COUNTY-  KS/SCOTT
 JH0459  USGS QUAD   -  LAKE SCOTT SW (1978)
 JH0459
 JH0459                         *CURRENT SURVEY CONTROL
 JH0459  ___________________________________________________________________
 JH0459* NAD 83(1986)-  38 33 18.     (N)    100 54 25.     (W)     SCALED    
 JH0459* NAVD 88     -       909.382  (meters)    2983.53   (feet)  ADJUSTED  
 JH0459  ___________________________________________________________________
 JH0459  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 JH0459  DYNAMIC HT  -         908.618 (meters)    2981.02  (feet)  COMP
 JH0459  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 JH0459
 JH0459  VERT ORDER  -  FIRST     CLASS II
 JH0459
 JH0459.The horizontal coordinates were scaled from a topographic map and have
 JH0459.an estimated accuracy of +/- 6 seconds.
 JH0459
 JH0459.The orthometric height was determined by differential leveling
 JH0459.and adjusted by the National Geodetic Survey in June 1991..
 JH0459
 JH0459.The geoid height was determined by GEOID03.
 JH0459
 JH0459.The dynamic height is computed by dividing the NAVD 88
 JH0459.geopotential number by the normal gravity value computed on the
 JH0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0459.degrees latitude (g = 980.6199 gals.).
 JH0459
 JH0459.The modeled gravity was interpolated from observed gravity values.
 JH0459
 JH0459;                    North         East    Units  Estimated Accuracy
 JH0459;SPC KS S     -   612,290.      190,220.      MT  (+/- 180 meters Scaled)
 JH0459
 JH0459                          SUPERSEDED SURVEY CONTROL
 JH0459
 JH0459.No superseded survey control is available for this station.
 JH0459
 JH0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH338691(NAD 83)
 JH0459_MARKER: I = METAL ROD
 JH0459_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0459_SP_SET: STAINLESS STEEL ROD
 JH0459_STAMPING: E 364 1986
 JH0459_MARK LOGO: NGS   
 JH0459_PROJECTION: FLUSH
 JH0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0459_ROD/PIPE-DEPTH: 9.7  meters
 JH0459
 JH0459  HISTORY     - Date     Condition        Report By
 JH0459  HISTORY     - 1986     MONUMENTED       NGS
 JH0459
 JH0459                          STATION DESCRIPTION
 JH0459
 JH0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0459'7.8 KM (4.85 MI) NORTH FROM SCOTT CITY.
 JH0459'7.85 KM (4.9 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0459'SCOTT CITY, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD
 JH0459'LEADING EAST, 0.78 KM (0.5 MI) SOUTH OF MILEPOST 112, 17.8 METERS
 JH0459'(58.5 FT) EAST OF THE HIGHWAY CENTERLINE, 27.1 METERS (89 FT) NORTH OF
 JH0459'THE CENTER OF THE ROAD, 2.5 METERS (8.5 FT) SOUTH OF A POWER POLE WITH
 JH0459'A GUY WIRE AND 2.7 METERS (9 FT) NORTH OF A CONTINENTAL TELEPHONE
 JH0459'CABLE WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JH0459'5-INCH LOGO CAP.
 JH0459'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JH0459'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0484 ***********************************************************************
 KG0484  DESIGNATION -  E 365
 KG0484  PID         -  KG0484
 KG0484  STATE/COUNTY-  KS/GRAHAM
 KG0484  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0484
 KG0484                         *CURRENT SURVEY CONTROL
 KG0484  ___________________________________________________________________
 KG0484* NAD 83(1986)-  39 21 15.     (N)    099 50 41.     (W)     SCALED    
 KG0484* NAVD 88     -       651.253  (meters)    2136.65   (feet)  ADJUSTED  
 KG0484  ___________________________________________________________________
 KG0484  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 KG0484  DYNAMIC HT  -         650.788 (meters)    2135.13  (feet)  COMP
 KG0484  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 KG0484
 KG0484  VERT ORDER  -  FIRST     CLASS II
 KG0484
 KG0484.The horizontal coordinates were scaled from a topographic map and have
 KG0484.an estimated accuracy of +/- 6 seconds.
 KG0484
 KG0484.The orthometric height was determined by differential leveling
 KG0484.and adjusted by the National Geodetic Survey in June 1991..
 KG0484
 KG0484.The geoid height was determined by GEOID03.
 KG0484
 KG0484.The dynamic height is computed by dividing the NAVD 88
 KG0484.geopotential number by the normal gravity value computed on the
 KG0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0484.degrees latitude (g = 980.6199 gals.).
 KG0484
 KG0484.The modeled gravity was interpolated from observed gravity values.
 KG0484
 KG0484;                    North         East    Units  Estimated Accuracy
 KG0484;SPC KS N     -   114,940.      241,020.      MT  (+/- 180 meters Scaled)
 KG0484
 KG0484                          SUPERSEDED SURVEY CONTROL
 KG0484
 KG0484  NGVD 29 (02/14/92)  650.965  (m)         2135.71   (f) ADJUSTED    1 2
 KG0484
 KG0484.Superseded values are not recommended for survey control.
 KG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0484.See file dsdata.txt to determine how the superseded data were derived.
 KG0484
 KG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ272564(NAD 83)
 KG0484_MARKER: DB = BENCH MARK DISK
 KG0484_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KG0484_SP_SET: GRAIN ELEVATOR
 KG0484_STAMPING: E 365 1986
 KG0484_MARK LOGO: NGS   
 KG0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KG0484+STABILITY: POSITION/ELEVATION WELL
 KG0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KG0484+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 KG0484
 KG0484  HISTORY     - Date     Condition        Report By
 KG0484  HISTORY     - 1986     MONUMENTED       NGS
 KG0484  HISTORY     - 20060512 GOOD             GEOCAC
 KG0484
 KG0484                          STATION DESCRIPTION
 KG0484
 KG0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0484'1.2 KM (0.75 MI) SOUTH FROM HILL CITY.
 KG0484'1.18 KM (0.73 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0484'24 AT HILL CITY, THENCE 0.09 KM (0.05 MI) EAST ALONG A GRAVEL ROAD,
 KG0484'VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTHWEST SILO OF THE PENOKEE
 KG0484'CO-OP ELEVATOR, 20.1 METERS (66 FT) NORTH OF THE CENTER OF THE ROAD
 KG0484'AND 5.0 METERS (16.5 FT) SOUTH OF THE SOUTH EDGE OF A DRIVE THRU DOOR.
 KG0484'THE MARK IS 1.4 M ABOVE THE GROUND.
 KG0484
 KG0484                          STATION RECOVERY (2006)
 KG0484
 KG0484'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0484'HANDHELD COORDINATES ARE N39-21-15.36 W099-50-42.42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1591 ***********************************************************************
 JE1591  DESIGNATION -  E 367
 JE1591  PID         -  JE1591
 JE1591  STATE/COUNTY-  KS/DOUGLAS
 JE1591  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1591
 JE1591                         *CURRENT SURVEY CONTROL
 JE1591  ___________________________________________________________________
 JE1591* NAD 83(1986)-  38 59 34.     (N)    095 14 00.     (W)     SCALED    
 JE1591* NAVD 88     -       252.340  (meters)     827.89   (feet)  ADJUSTED  
 JE1591  ___________________________________________________________________
 JE1591  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JE1591  DYNAMIC HT  -         252.175 (meters)     827.34  (feet)  COMP
 JE1591  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 JE1591
 JE1591  VERT ORDER  -  FIRST     CLASS II
 JE1591
 JE1591.The horizontal coordinates were scaled from a topographic map and have
 JE1591.an estimated accuracy of +/- 6 seconds.
 JE1591
 JE1591.The orthometric height was determined by differential leveling
 JE1591.and adjusted by the National Geodetic Survey in June 1991..
 JE1591
 JE1591.The geoid height was determined by GEOID03.
 JE1591
 JE1591.The dynamic height is computed by dividing the NAVD 88
 JE1591.geopotential number by the normal gravity value computed on the
 JE1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1591.degrees latitude (g = 980.6199 gals.).
 JE1591
 JE1591.The modeled gravity was interpolated from observed gravity values.
 JE1591
 JE1591;                    North         East    Units  Estimated Accuracy
 JE1591;SPC KS N     -    76,870.      639,650.      MT  (+/- 180 meters Scaled)
 JE1591
 JE1591                          SUPERSEDED SURVEY CONTROL
 JE1591
 JE1591.No superseded survey control is available for this station.
 JE1591
 JE1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD065183(NAD 83)
 JE1591_MARKER: DB = BENCH MARK DISK
 JE1591_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1591_SP_SET: PIER
 JE1591_STAMPING: E 367 1986
 JE1591_MARK LOGO: NGS   
 JE1591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE1591+STABILITY: POSITION/ELEVATION WELL
 JE1591
 JE1591  HISTORY     - Date     Condition        Report By
 JE1591  HISTORY     - 1986     MONUMENTED       NGS
 JE1591
 JE1591                          STATION DESCRIPTION
 JE1591
 JE1591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1591'IN LAWRENCE.
 JE1591'IN LAWRENCE, AT THE INTERSECTION OF U.S. HIGHWAY 40 AND INTERSTATE
 JE1591'HIGHWAY 70, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1
 JE1591'OF 2 COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE WEST
 JE1591'BOUND INTERSTATE HIGHWAY OVERPASS OF THE HIGHWAY, 6.0 M (19.7 FT) EAST
 JE1591'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE U.S. HIGHWAY, AND
 JE1591'2.8 M (9.2 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE
 JE1591'INTERSTATE HIGHWAY.
 JE1591'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1080 ***********************************************************************
 KE1080  DESIGNATION -  E 368
 KE1080  PID         -  KE1080
 KE1080  STATE/COUNTY-  KS/DOUGLAS
 KE1080  USGS QUAD   -  PERRY (1975)
 KE1080
 KE1080                         *CURRENT SURVEY CONTROL
 KE1080  ___________________________________________________________________
 KE1080* NAD 83(1986)-  39 00 41.     (N)    095 24 36.     (W)     SCALED    
 KE1080* NAVD 88     -       308.368  (meters)    1011.70   (feet)  ADJUSTED  
 KE1080  ___________________________________________________________________
 KE1080  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KE1080  DYNAMIC HT  -         308.165 (meters)    1011.04  (feet)  COMP
 KE1080  MODELED GRAV-     979,961.3   (mgal)                       NAVD 88
 KE1080
 KE1080  VERT ORDER  -  FIRST     CLASS II
 KE1080
 KE1080.The horizontal coordinates were scaled from a topographic map and have
 KE1080.an estimated accuracy of +/- 6 seconds.
 KE1080
 KE1080.The orthometric height was determined by differential leveling
 KE1080.and adjusted by the National Geodetic Survey in June 1991..
 KE1080
 KE1080.The geoid height was determined by GEOID03.
 KE1080
 KE1080.The dynamic height is computed by dividing the NAVD 88
 KE1080.geopotential number by the normal gravity value computed on the
 KE1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1080.degrees latitude (g = 980.6199 gals.).
 KE1080
 KE1080.The modeled gravity was interpolated from observed gravity values.
 KE1080
 KE1080;                    North         East    Units  Estimated Accuracy
 KE1080;SPC KS N     -    78,480.      624,290.      MT  (+/- 180 meters Scaled)
 KE1080
 KE1080                          SUPERSEDED SURVEY CONTROL
 KE1080
 KE1080.No superseded survey control is available for this station.
 KE1080
 KE1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD913208(NAD 83)
 KE1080_MARKER: I = METAL ROD
 KE1080_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KE1080+WITH SETTING: INFORMATION.
 KE1080_SP_SET: SHALLOW-SET METAL ROD
 KE1080_STAMPING: E 368 1986
 KE1080_MARK LOGO: NGS   
 KE1080_PROJECTION: FLUSH
 KE1080_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1080+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1997
 KE1080_ROD/PIPE-DEPTH: 1.7  meters
 KE1080
 KE1080  HISTORY     - Date     Condition        Report By
 KE1080  HISTORY     - 1986     MONUMENTED       NGS
 KE1080  HISTORY     - 19971107 GOOD             NGS
 KE1080
 KE1080                          STATION DESCRIPTION
 KE1080
 KE1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1080'16.5 KM (10.25 MI) WEST FROM LAWRENCE.
 KE1080'15.0 KM (9.3 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 KE1080'U.S. HIGHWAY 59 IN LAWRENCE, THENCE 1.5 KM (0.95 MI) NORTH ALONG
 KE1080'COUNTY ROAD 500 E, 11.7 M (38.4 FT) NORTH OF THE CENTER OF A GRAVELED
 KE1080'ROAD LEADING WEST, 6.0 M (19.7 FT) WEST OF THE CENTER OF THE ROAD,
 KE1080'4.6 M (15.1 FT) NORTH OF A FENCE CORNER, AND 0.9 M (3.0 FT) SOUTH OF A
 KE1080'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KE1080'LOGO CAP.
 KE1080'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KE1080'THE MARK IS 0.6 M ABOVE THE ROAD.
 KE1080
 KE1080                          STATION RECOVERY (1997)
 KE1080
 KE1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 KE1080'1.4 KM (0.85 MI) WESTERLY ALONG WOODSON AVENUE AND THEN COUNTY ROAD
 KE1080'2100 NORTH FROM THE POST OFFICE IN LECOMPTON, THENCE 3.6 KM (2.25 MI)
 KE1080'SOUTHERLY ALONG COUNTY ROAD 500 EAST, 11.4 M (37.4 FT) NORTH OF THE
 KE1080'CENTER OF COUNTY ROAD 1875 NORTH, 5.5 M (18.0 FT) WEST OF THE ROAD
 KE1080'CENTER, 0.8 M (2.6 FT) SOUTH OF A UTILITY POLE WITH A GUY CABLE AND A
 KE1080'TRANSFORMER, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD.
 KE1080'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD
 KE1080'WAS DRIVEN 1.7 METERS TO REFUSAL, FLUSH AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1300 ***********************************************************************
 JF1300  DESIGNATION -  E 369
 JF1300  PID         -  JF1300
 JF1300  STATE/COUNTY-  KS/RENO
 JF1300  USGS QUAD   -  BUHLER (1965)
 JF1300
 JF1300                         *CURRENT SURVEY CONTROL
 JF1300  ___________________________________________________________________
 JF1300* NAD 83(1986)-  38 08 44.     (N)    097 50 55.     (W)     SCALED    
 JF1300* NAVD 88     -       454.662  (meters)    1491.67   (feet)  ADJUSTED  
 JF1300  ___________________________________________________________________
 JF1300  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF1300  DYNAMIC HT  -         454.313 (meters)    1490.53  (feet)  COMP
 JF1300  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 JF1300
 JF1300  VERT ORDER  -  FIRST     CLASS II
 JF1300
 JF1300.The horizontal coordinates were scaled from a topographic map and have
 JF1300.an estimated accuracy of +/- 6 seconds.
 JF1300
 JF1300.The orthometric height was determined by differential leveling
 JF1300.and adjusted by the National Geodetic Survey in June 1991..
 JF1300
 JF1300.The geoid height was determined by GEOID03.
 JF1300
 JF1300.The dynamic height is computed by dividing the NAVD 88
 JF1300.geopotential number by the normal gravity value computed on the
 JF1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1300.degrees latitude (g = 980.6199 gals.).
 JF1300
 JF1300.The modeled gravity was interpolated from observed gravity values.
 JF1300
 JF1300;                    North         East    Units  Estimated Accuracy
 JF1300;SPC KS S     -   564,340.      457,100.      MT  (+/- 180 meters Scaled)
 JF1300
 JF1300                          SUPERSEDED SURVEY CONTROL
 JF1300
 JF1300.No superseded survey control is available for this station.
 JF1300
 JF1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH008225(NAD 83)
 JF1300_MARKER: I = METAL ROD
 JF1300_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JF1300_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JF1300_STAMPING: E 369 1986
 JF1300_MARK LOGO: NGS   
 JF1300_PROJECTION: FLUSH
 JF1300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF1300+STABILITY: POSITION/ELEVATION WELL
 JF1300_ROD/PIPE-DEPTH: 19.5 meters
 JF1300_SLEEVE-DEPTH  : 13.0 meters
 JF1300
 JF1300  HISTORY     - Date     Condition        Report By
 JF1300  HISTORY     - 1986     MONUMENTED       NGS
 JF1300
 JF1300                          STATION DESCRIPTION
 JF1300
 JF1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1300'IN MEDORA.
 JF1300'IN MEDORA, AT THE INTERSECTION OF STATE HIGHWAY 61 AND MEDORA ROAD,
 JF1300'66.8 M (219.2 FT) SOUTH OF THE CENTER OF THE SOUTH ENTRANCE TO THE
 JF1300'MEDORA COMMUNITY BIBLE CHURCH PARKING LOT, 22.3 M (73.2 FT) NORTHWEST
 JF1300'OF THE CENTERLINE OF THE HIGHWAY, 12.8 M (42.0 FT) WEST OF THE
 JF1300'CENTERLINE OF THE ROAD, AND 5.6 M (18.4 FT) NORTH OF A FENCE CORNER.
 JF1300'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JF1300'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST AND FENCE
 JF1300'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0020 ***********************************************************************
 JH0020  DESIGNATION -  E 37
 JH0020  PID         -  JH0020
 JH0020  STATE/COUNTY-  KS/LANE
 JH0020  USGS QUAD   -  SHIELDS (1974)
 JH0020
 JH0020                         *CURRENT SURVEY CONTROL
 JH0020  ___________________________________________________________________
 JH0020* NAD 83(1986)-  38 36 41.     (N)    100 29 15.     (W)     SCALED    
 JH0020* NAVD 88     -       851.927  (meters)    2795.03   (feet)  ADJUSTED  
 JH0020  ___________________________________________________________________
 JH0020  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 JH0020  DYNAMIC HT  -         851.228 (meters)    2792.74  (feet)  COMP
 JH0020  MODELED GRAV-     979,779.8   (mgal)                       NAVD 88
 JH0020
 JH0020  VERT ORDER  -  SECOND    CLASS 0
 JH0020
 JH0020.The horizontal coordinates were scaled from a topographic map and have
 JH0020.an estimated accuracy of +/- 6 seconds.
 JH0020
 JH0020.The orthometric height was determined by differential leveling
 JH0020.and adjusted by the National Geodetic Survey in June 1991..
 JH0020
 JH0020.The geoid height was determined by GEOID03.
 JH0020
 JH0020.The dynamic height is computed by dividing the NAVD 88
 JH0020.geopotential number by the normal gravity value computed on the
 JH0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0020.degrees latitude (g = 980.6199 gals.).
 JH0020
 JH0020.The modeled gravity was interpolated from observed gravity values.
 JH0020
 JH0020;                    North         East    Units  Estimated Accuracy
 JH0020;SPC KS S     -   617,690.      226,900.      MT  (+/- 180 meters Scaled)
 JH0020
 JH0020                          SUPERSEDED SURVEY CONTROL
 JH0020
 JH0020  NGVD 29 (??/??/92)  851.626  (m)         2794.04   (f) ADJ UNCH    2 0
 JH0020
 JH0020.Superseded values are not recommended for survey control.
 JH0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0020.See file dsdata.txt to determine how the superseded data were derived.
 JH0020
 JH0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH704747(NAD 83)
 JH0020_MARKER: DB = BENCH MARK DISK
 JH0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0020+STABILITY: SURFACE MOTION
 JH0020
 JH0020  HISTORY     - Date     Condition        Report By
 JH0020  HISTORY     - UNK      MONUMENTED       CGS
 JH0020  HISTORY     - 1934     GOOD             NGS
 JH0020
 JH0020                          STATION DESCRIPTION
 JH0020
 JH0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0020'2.3 MI W FROM SHIELDS.
 JH0020'2.3 MILES WEST BY RAIL LOCATED ALONG THE R. OF W. OF THE MO. P.
 JH0020'R. R., IN N. E. CORNER SECTION 2 R29W T17S, 100 FT SOUTH OF MILE
 JH0020'POST 658, 50 FT SOUTH CENTER LINE OF TRACK, 35 FT WEST CENTER
 JH0020'LINE OF COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0783 ***********************************************************************
 KF0783  DESIGNATION -  E 370
 KF0783  PID         -  KF0783
 KF0783  STATE/COUNTY-  KS/SHAWNEE
 KF0783  USGS QUAD   -  ST MARYS (1978)
 KF0783
 KF0783                         *CURRENT SURVEY CONTROL
 KF0783  ___________________________________________________________________
 KF0783* NAD 83(1986)-  39 10 14.     (N)    096 01 02.     (W)     SCALED    
 KF0783* NAVD 88     -       288.202  (meters)     945.54   (feet)  ADJUSTED  
 KF0783  ___________________________________________________________________
 KF0783  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 KF0783  DYNAMIC HT  -         288.017 (meters)     944.94  (feet)  COMP
 KF0783  MODELED GRAV-     979,979.4   (mgal)                       NAVD 88
 KF0783
 KF0783  VERT ORDER  -  FIRST     CLASS II
 KF0783
 KF0783.The horizontal coordinates were scaled from a topographic map and have
 KF0783.an estimated accuracy of +/- 6 seconds.
 KF0783
 KF0783.The orthometric height was determined by differential leveling
 KF0783.and adjusted by the National Geodetic Survey in June 1991..
 KF0783
 KF0783.The geoid height was determined by GEOID03.
 KF0783
 KF0783.The dynamic height is computed by dividing the NAVD 88
 KF0783.geopotential number by the normal gravity value computed on the
 KF0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0783.degrees latitude (g = 980.6199 gals.).
 KF0783
 KF0783.The modeled gravity was interpolated from observed gravity values.
 KF0783
 KF0783;                    North         East    Units  Estimated Accuracy
 KF0783;SPC KS N     -    94,820.      571,330.      MT  (+/- 180 meters Scaled)
 KF0783
 KF0783                          SUPERSEDED SURVEY CONTROL
 KF0783
 KF0783.No superseded survey control is available for this station.
 KF0783
 KF0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ576399(NAD 83)
 KF0783_MARKER: I = METAL ROD
 KF0783_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KF0783_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KF0783_STAMPING: E 370 1986
 KF0783_MARK LOGO: NGS   
 KF0783_PROJECTION: FLUSH
 KF0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0783+STABILITY: POSITION/ELEVATION WELL
 KF0783_ROD/PIPE-DEPTH: 19.5 meters
 KF0783_SLEEVE-DEPTH  : 7.3 meters
 KF0783
 KF0783  HISTORY     - Date     Condition        Report By
 KF0783  HISTORY     - 1986     MONUMENTED       NGS
 KF0783
 KF0783                          STATION DESCRIPTION
 KF0783
 KF0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0783'33.5 KM (20.8 MI) WEST FROM TOPEKA.
 KF0783'33.5 KM (20.8 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0783'STATION IN TOPEKA, 18.4 M (60.4 FT) WEST OF THE CENTER OF A GRAVELED
 KF0783'ROAD, 14.2 M (46.6 FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 24,
 KF0783'10.6 M (34.8 FT) SOUTHWEST OF THE NEAR RAIL, AND 1.2 M (3.9 FT)
 KF0783'EAST-SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KF0783'THROUGH A 5-INCH LOGO CAP.
 KF0783'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 KF0783'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1588 ***********************************************************************
 JE1588  DESIGNATION -  E 371
 JE1588  PID         -  JE1588
 JE1588  STATE/COUNTY-  KS/DOUGLAS
 JE1588  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1588
 JE1588                         *CURRENT SURVEY CONTROL
 JE1588  ___________________________________________________________________
 JE1588* NAD 83(1986)-  38 58 26.     (N)    095 14 39.     (W)     SCALED    
 JE1588* NAVD 88     -       257.109  (meters)     843.53   (feet)  ADJUSTED  
 JE1588  ___________________________________________________________________
 JE1588  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE1588  DYNAMIC HT  -         256.941 (meters)     842.98  (feet)  COMP
 JE1588  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 JE1588
 JE1588  VERT ORDER  -  FIRST     CLASS II
 JE1588
 JE1588.The horizontal coordinates were scaled from a topographic map and have
 JE1588.an estimated accuracy of +/- 6 seconds.
 JE1588
 JE1588.The orthometric height was determined by differential leveling
 JE1588.and adjusted by the National Geodetic Survey in June 1991..
 JE1588
 JE1588.The geoid height was determined by GEOID03.
 JE1588
 JE1588.The dynamic height is computed by dividing the NAVD 88
 JE1588.geopotential number by the normal gravity value computed on the
 JE1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1588.degrees latitude (g = 980.6199 gals.).
 JE1588
 JE1588.The modeled gravity was interpolated from observed gravity values.
 JE1588
 JE1588;                    North         East    Units  Estimated Accuracy
 JE1588;SPC KS N     -    74,740.      638,770.      MT  (+/- 180 meters Scaled)
 JE1588
 JE1588                          SUPERSEDED SURVEY CONTROL
 JE1588
 JE1588.No superseded survey control is available for this station.
 JE1588
 JE1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD055162(NAD 83)
 JE1588_MARKER: I = METAL ROD
 JE1588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JE1588_SP_SET: STAINLESS STEEL ROD
 JE1588_STAMPING: E 371 1986
 JE1588_MARK LOGO: NGS   
 JE1588_PROJECTION: RECESSED 1 CENTIMETERS
 JE1588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1588_ROD/PIPE-DEPTH: 8.2  meters
 JE1588
 JE1588  HISTORY     - Date     Condition        Report By
 JE1588  HISTORY     - 1986     MONUMENTED       NGS
 JE1588
 JE1588                          STATION DESCRIPTION
 JE1588
 JE1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1588'IN LAWRENCE.
 JE1588'IN LAWRENCE, AT THE JUNCTION OF 6TH AND MISSISSIPPI STREET, 70.7 M
 JE1588'(232.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF 6TH
 JE1588'STREET, 13.8 M (45.3 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK LEADING
 JE1588'WEST TO PINCKNEY SCHOOL, 12.7 M (41.7 FT) WEST OF THE CENTER OF
 JE1588'MISSISSIPPI STREET, 4.2 M (13.8 FT) SOUTH OF THE CENTER OF A DRIVEWAY,
 JE1588'0.7 M (2.3 FT) WEST OF THE WEST EDGE OF A SIDEWALK, AND 0.7 M (2.3 FT)
 JE1588'SOUTHWEST OF THE NORTH END OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 JE1588'HAD THROUGH A 5-INCH LOGO CAP.
 JE1588'THE MARK IS 0.6 M ABOVE MISSISSIPPI STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1092 ***********************************************************************
 KE1092  DESIGNATION -  E 372
 KE1092  PID         -  KE1092
 KE1092  STATE/COUNTY-  KS/JOHNSON
 KE1092  USGS QUAD   -  EDWARDSVILLE (1991)
 KE1092
 KE1092                         *CURRENT SURVEY CONTROL
 KE1092  ___________________________________________________________________
 KE1092* NAD 83(1986)-  39 00 30.     (N)    094 46 14.     (W)     SCALED    
 KE1092* NAVD 88     -       312.243  (meters)    1024.42   (feet)  ADJUSTED  
 KE1092  ___________________________________________________________________
 KE1092  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KE1092  DYNAMIC HT  -         312.036 (meters)    1023.74  (feet)  COMP
 KE1092  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 KE1092
 KE1092  VERT ORDER  -  FIRST     CLASS II
 KE1092
 KE1092.The horizontal coordinates were scaled from a topographic map and have
 KE1092.an estimated accuracy of +/- 6 seconds.
 KE1092
 KE1092.The orthometric height was determined by differential leveling
 KE1092.and adjusted by the National Geodetic Survey in June 1991..
 KE1092
 KE1092.The geoid height was determined by GEOID03.
 KE1092
 KE1092.The dynamic height is computed by dividing the NAVD 88
 KE1092.geopotential number by the normal gravity value computed on the
 KE1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1092.degrees latitude (g = 980.6199 gals.).
 KE1092
 KE1092.The modeled gravity was interpolated from observed gravity values.
 KE1092
 KE1092;                    North         East    Units  Estimated Accuracy
 KE1092;SPC KS N     -    79,920.      679,650.      MT  (+/- 180 meters Scaled)
 KE1092
 KE1092                          SUPERSEDED SURVEY CONTROL
 KE1092
 KE1092.No superseded survey control is available for this station.
 KE1092
 KE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD466191(NAD 83)
 KE1092_MARKER: DB = BENCH MARK DISK
 KE1092_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1092_SP_SET: PIER
 KE1092_STAMPING: E 372 1986
 KE1092_MARK LOGO: NGS   
 KE1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1092
 KE1092  HISTORY     - Date     Condition        Report By
 KE1092  HISTORY     - 1986     MONUMENTED       NGS
 KE1092
 KE1092                          STATION DESCRIPTION
 KE1092
 KE1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1092'6.9 KM (4.3 MI) WEST FROM SHAWNEE.
 KE1092'6.9 KM (4.3 MI) WESTERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION WITH
 KE1092'INTERSTATE HIGHWAY 35 IN SHAWNEE, SET VERTICALLY IN THE EAST FACE OF
 KE1092'THE CENTER PIER OF A PAVED ROAD OVERPASS OF THE HIGHWAY, 13.2 M (43.3
 KE1092'FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 KE1092'AND 12.4 M (40.7 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES
 KE1092'OF THE HIGHWAY.
 KE1092'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5897 ***********************************************************************
 AA5897  DESIGNATION -  E 374
 AA5897  PID         -  AA5897
 AA5897  STATE/COUNTY-  KS/JOHNSON
 AA5897  USGS QUAD   -  OLATHE (1991)
 AA5897
 AA5897                         *CURRENT SURVEY CONTROL
 AA5897  ___________________________________________________________________
 AA5897* NAD 83(1986)-  38 53 01.     (N)    094 48 44.     (W)     SCALED    
 AA5897* NAVD 88     -       313.198  (meters)    1027.55   (feet)  ADJUSTED  
 AA5897  ___________________________________________________________________
 AA5897  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 AA5897  DYNAMIC HT  -         312.988 (meters)    1026.86  (feet)  COMP
 AA5897  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 AA5897
 AA5897  VERT ORDER  -  FIRST     CLASS II
 AA5897
 AA5897.The horizontal coordinates were scaled from a topographic map and have
 AA5897.an estimated accuracy of +/- 6 seconds.
 AA5897
 AA5897.The orthometric height was determined by differential leveling
 AA5897.and adjusted by the National Geodetic Survey in April 2001..
 AA5897
 AA5897.The geoid height was determined by GEOID03.
 AA5897
 AA5897.The dynamic height is computed by dividing the NAVD 88
 AA5897.geopotential number by the normal gravity value computed on the
 AA5897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5897.degrees latitude (g = 980.6199 gals.).
 AA5897
 AA5897.The modeled gravity was interpolated from observed gravity values.
 AA5897
 AA5897;                    North         East    Units  Estimated Accuracy
 AA5897;SPC KS N     -    65,960.      676,530.      MT  (+/- 180 meters Scaled)
 AA5897
 AA5897                          SUPERSEDED SURVEY CONTROL
 AA5897
 AA5897.No superseded survey control is available for this station.
 AA5897
 AA5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD428054(NAD 83)
 AA5897_MARKER: DB = BENCH MARK DISK
 AA5897_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA5897_SP_SET: LOADING DOCK
 AA5897_STAMPING: E 374 1995
 AA5897_MARK LOGO: NOS   
 AA5897_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5897+STABILITY: SURFACE MOTION
 AA5897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5897+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2005
 AA5897
 AA5897  HISTORY     - Date     Condition        Report By
 AA5897  HISTORY     - 1995     MONUMENTED       NGS
 AA5897  HISTORY     - 20050827 GOOD             GEOCAC
 AA5897
 AA5897                          STATION DESCRIPTION
 AA5897
 AA5897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RPB)
 AA5897'THE STATION IS LOCATED IN OLATHE ON THE SOUTH SIDE OF SANTA FE ON THE
 AA5897'RECEIVING DOCK OF THE KANSAS SCHOOL FOR THE DEAF.  TO REACH THE
 AA5897'STATION FROM THE JOHNSON COUNTY COURTHOUSE IN OLATHE, PROCEED EAST ON
 AA5897'SANTA FE FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT.  THE STATION
 AA5897'IS A STANDARD BRASS NOS BENCHMARK DISK SET INTO A DRILL HOLE IN THE
 AA5897'TOP OF THE CONCRETE RECEIVING DOCK ON THE NORTH SIDE OF THE SCHOOL.
 AA5897'IT IS 30.38 M (99.67 FT) EAST OF THE CENTERLINE OF THE DRIVEWAY
 AA5897'LEADING INTO THE SCHOOL, 5.56 M (18.24 FT) NORTH OF THE NORTH SIDE OF
 AA5897'THE BRICK BUILDING TO WHICH THE DOCK IS ATTACHED, AND 2.5 M (8.2 FT)
 AA5897'SOUTH OF THE NORTH EDGE OF A CURB ON THE SOUTH SIDE OF SANTA FE.
 AA5897
 AA5897                          STATION RECOVERY (2005)
 AA5897
 AA5897'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 AA5897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8179 ***********************************************************************
 AE8179  DESIGNATION -  E 375
 AE8179  PID         -  AE8179
 AE8179  STATE/COUNTY-  KS/JEFFERSON
 AE8179  USGS QUAD   -  PERRY (1975)
 AE8179
 AE8179                         *CURRENT SURVEY CONTROL
 AE8179  ___________________________________________________________________
 AE8179* NAD 83(1986)-  39 03 45.     (N)    095 22 56.     (W)     SCALED    
 AE8179* NAVD 88     -       256.667  (meters)     842.08   (feet)  ADJUSTED  
 AE8179  ___________________________________________________________________
 AE8179  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 AE8179  DYNAMIC HT  -         256.501 (meters)     841.54  (feet)  COMP
 AE8179  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 AE8179
 AE8179  VERT ORDER  -  FIRST     CLASS II
 AE8179
 AE8179.The horizontal coordinates were scaled from a topographic map and have
 AE8179.an estimated accuracy of +/- 6 seconds.
 AE8179
 AE8179.The orthometric height was determined by differential leveling
 AE8179.and adjusted by the National Geodetic Survey in July 2002..
 AE8179
 AE8179.The geoid height was determined by GEOID03.
 AE8179
 AE8179.The dynamic height is computed by dividing the NAVD 88
 AE8179.geopotential number by the normal gravity value computed on the
 AE8179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8179.degrees latitude (g = 980.6199 gals.).
 AE8179
 AE8179.The modeled gravity was interpolated from observed gravity values.
 AE8179
 AE8179;                    North         East    Units  Estimated Accuracy
 AE8179;SPC KS N     -    84,220.      626,530.      MT  (+/- 180 meters Scaled)
 AE8179
 AE8179                          SUPERSEDED SURVEY CONTROL
 AE8179
 AE8179.No superseded survey control is available for this station.
 AE8179
 AE8179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD938264(NAD 83)
 AE8179_MARKER: I = METAL ROD
 AE8179_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8179_STAMPING: E 375 1997
 AE8179_MARK LOGO: NGS   
 AE8179_PROJECTION: FLUSH
 AE8179_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8179+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8179_ROD/PIPE-DEPTH: 23.2 meters
 AE8179_SLEEVE-DEPTH  : 0.9 meters
 AE8179
 AE8179  HISTORY     - Date     Condition        Report By
 AE8179  HISTORY     - 1997     MONUMENTED       NGS
 AE8179
 AE8179                          STATION DESCRIPTION
 AE8179
 AE8179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE8179'0.3 KM (0.20 MI) EASTERLY ALONG WOODSON AVENUE FROM THE POST OFFICE IN
 AE8179'LECOMPTON, THENCE 2.2 KM (1.35 MI) NORTHERLY ALONG COUNTY ROAD 600
 AE8179'EAST AND THEN LECOMPTON ROAD, 23.6 M (77.4 FT) EAST OF THE ROAD
 AE8179'CENTERLINE, 12.4 M (40.7 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY
 AE8179'CABLES, 12.1 M (39.7 FT) NORTH OF THE CENTER OF 12TH STREET, 1.0 M
 AE8179'(3.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.6 M (2.0 FT) SOUTHWEST OF
 AE8179'A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AE8179'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE8179'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0264 ***********************************************************************
 JG0264  DESIGNATION -  E 38 RESET
 JG0264  PID         -  JG0264
 JG0264  STATE/COUNTY-  KS/BARTON
 JG0264  USGS QUAD   -  HOISINGTON (1969)
 JG0264
 JG0264                         *CURRENT SURVEY CONTROL
 JG0264  ___________________________________________________________________
 JG0264* NAD 83(1986)-  38 37 25.     (N)    098 50 54.     (W)     SCALED    
 JG0264* NAVD 88     -       592.78   (meters)    1944.8    (feet)  RESET     
 JG0264  ___________________________________________________________________
 JG0264  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0264
 JG0264  VERT ORDER  -  THIRD
 JG0264
 JG0264.The horizontal coordinates were scaled from a topographic map and have
 JG0264.an estimated accuracy of +/- 6 seconds.
 JG0264
 JG0264.The orthometric height was computed from unverified reset data.
 JG0264
 JG0264.The geoid height was determined by GEOID03.
 JG0264
 JG0264;                    North         East    Units  Estimated Accuracy
 JG0264;SPC KS S     -   617,260.      369,670.      MT  (+/- 180 meters Scaled)
 JG0264
 JG0264                          SUPERSEDED SURVEY CONTROL
 JG0264
 JG0264.No superseded survey control is available for this station.
 JG0264
 JG0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH132750(NAD 83)
 JG0264_MARKER: DB = BENCH MARK DISK
 JG0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0264_STAMPING: E 38 1934 RESET 1962
 JG0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0264+STABILITY: SURFACE MOTION
 JG0264
 JG0264  HISTORY     - Date     Condition        Report By
 JG0264  HISTORY     - 1962     MONUMENTED       CGS
 JG0264
 JG0264                          STATION DESCRIPTION
 JG0264
 JG0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JG0264'7 MI N FROM BOYD.
 JG0264'ABOUT 7 MILES NORTH ALONG U.S. HIGHWAY 281 FROM BOYD, BARTON
 JG0264'COUNTY, AND 6 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE
 JG0264'JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 4, AT A ROAD
 JG0264'INTERSECTION, 155 FEET NORTH OF THE CENTER OF AN EAST-WEST
 JG0264'GRAVEL ROAD, 115 FEET NORTH OF A FENCE CORNER, 70 FEET EAST
 JG0264'OF THE CENTERLINE OF U.S. HIGHWAY 281, 8 FEET SOUTH OF THE SOUTH
 JG0264'GATE POST IN A FENCE, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY
 JG0264'FENCE.  THE MARK PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0887 ***********************************************************************
 HF0887  DESIGNATION -  E 39
 HF0887  PID         -  HF0887
 HF0887  STATE/COUNTY-  KS/SEDGWICK
 HF0887  USGS QUAD   -  CLEARWATER (1975)
 HF0887
 HF0887                         *CURRENT SURVEY CONTROL
 HF0887  ___________________________________________________________________
 HF0887* NAD 83(1986)-  37 32 00.     (N)    097 35 19.     (W)     SCALED    
 HF0887* NAVD 88     -       401.598  (meters)    1317.58   (feet)  ADJUSTED  
 HF0887  ___________________________________________________________________
 HF0887  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HF0887  DYNAMIC HT  -         401.271 (meters)    1316.50  (feet)  COMP
 HF0887  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 HF0887
 HF0887  VERT ORDER  -  SECOND    CLASS 0
 HF0887
 HF0887.The horizontal coordinates were scaled from a topographic map and have
 HF0887.an estimated accuracy of +/- 6 seconds.
 HF0887
 HF0887.The orthometric height was determined by differential leveling
 HF0887.and adjusted by the National Geodetic Survey in June 1991..
 HF0887
 HF0887.The geoid height was determined by GEOID03.
 HF0887
 HF0887.The dynamic height is computed by dividing the NAVD 88
 HF0887.geopotential number by the normal gravity value computed on the
 HF0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0887.degrees latitude (g = 980.6199 gals.).
 HF0887
 HF0887.The modeled gravity was interpolated from observed gravity values.
 HF0887
 HF0887;                    North         East    Units  Estimated Accuracy
 HF0887;SPC KS S     -   496,580.      480,550.      MT  (+/- 180 meters Scaled)
 HF0887
 HF0887                          SUPERSEDED SURVEY CONTROL
 HF0887
 HF0887  NGVD 29 (??/??/92)  401.464  (m)         1317.14   (f) ADJ UNCH    2 0
 HF0887
 HF0887.Superseded values are not recommended for survey control.
 HF0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0887.See file dsdata.txt to determine how the superseded data were derived.
 HF0887
 HF0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG247549(NAD 83)
 HF0887_MARKER: DB = BENCH MARK DISK
 HF0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0887_STAMPING: E 39 1934
 HF0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0887+STABILITY: SURFACE MOTION
 HF0887
 HF0887  HISTORY     - Date     Condition        Report By
 HF0887  HISTORY     - 1934     MONUMENTED       CGS
 HF0887  HISTORY     - 1936     GOOD             NGS
 HF0887  HISTORY     - 1985     GOOD             KSDT
 HF0887
 HF0887                          STATION DESCRIPTION
 HF0887
 HF0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 HF0887'2.8 MI W FROM CLONMEL.
 HF0887'2.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0887'FROM CLONMEL, AT MILEAGE 226.56 ABOUT 335.0 FEET WEST OF A
 HF0887'COUNTY-ROAD CROSSING, 38.0 FEET EAST OF THE CENTERLINE OF A ROAD,
 HF0887'AND 43.0 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 HF0887'DISK, STAMPED E 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0887
 HF0887                          STATION RECOVERY (1985)
 HF0887
 HF0887'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1985
 HF0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0465 ***********************************************************************
 JG0465  DESIGNATION -  E 40
 JG0465  PID         -  JG0465
 JG0465  STATE/COUNTY-  KS/PAWNEE
 JG0465  USGS QUAD   -  LARNED (1970)
 JG0465
 JG0465                         *CURRENT SURVEY CONTROL
 JG0465  ___________________________________________________________________
 JG0465* NAD 83(1986)-  38 10 48.     (N)    099 02 15.     (W)     SCALED    
 JG0465* NAVD 88     -       602.792  (meters)    1977.66   (feet)  ADJUSTED  
 JG0465  ___________________________________________________________________
 JG0465  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0465  DYNAMIC HT  -         602.326 (meters)    1976.13  (feet)  COMP
 JG0465  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 JG0465
 JG0465  VERT ORDER  -  SECOND    CLASS 0
 JG0465
 JG0465.The horizontal coordinates were scaled from a topographic map and have
 JG0465.an estimated accuracy of +/- 6 seconds.
 JG0465
 JG0465.The orthometric height was determined by differential leveling
 JG0465.and adjusted by the National Geodetic Survey in June 1991..
 JG0465
 JG0465.The geoid height was determined by GEOID03.
 JG0465
 JG0465.The dynamic height is computed by dividing the NAVD 88
 JG0465.geopotential number by the normal gravity value computed on the
 JG0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0465.degrees latitude (g = 980.6199 gals.).
 JG0465
 JG0465.The modeled gravity was interpolated from observed gravity values.
 JG0465
 JG0465;                    North         East    Units  Estimated Accuracy
 JG0465;SPC KS S     -   568,090.      352,910.      MT  (+/- 180 meters Scaled)
 JG0465
 JG0465                          SUPERSEDED SURVEY CONTROL
 JG0465
 JG0465  NGVD 29 (??/??/92)  602.629  (m)         1977.13   (f) ADJ UNCH    2 0
 JG0465
 JG0465.Superseded values are not recommended for survey control.
 JG0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0465.See file dsdata.txt to determine how the superseded data were derived.
 JG0465
 JG0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH967257(NAD 83)
 JG0465_MARKER: DB = BENCH MARK DISK
 JG0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0465_STAMPING: E 40 1934
 JG0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0465+STABILITY: SURFACE MOTION
 JG0465
 JG0465  HISTORY     - Date     Condition        Report By
 JG0465  HISTORY     - 1934     MONUMENTED       CGS
 JG0465  HISTORY     - 1940     GOOD             NGS
 JG0465
 JG0465                          STATION DESCRIPTION
 JG0465
 JG0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0465'1 MI NE FROM LARNED.
 JG0465'1.0 MILE NORTHEAST BY RAIL FROM A.T. AND S.F. RR. DEPOT, TURN
 JG0465'RIGHT, GO 2.7 MILES BY RAIL ALONG MISSOURI PACIFIC RR.  BENCH
 JG0465'MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RR.
 JG0465'240 FEET SOUTHWEST OF A TWO STORY WHITE HOUSE OWNED BY PROWERS.
 JG0465'47 FEET NORTH OF THE CENTERLINE OF THE TRACK.  15 FEET WEST OF
 JG0465'THE CENTER OF INTERSECTION OF A PRIVATE ROAD AND TRACK.  3.0 FEET
 JG0465'EAST OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING 1.5 FEET.
 JG0465'2.0 FEET SOUTH OF A WIRE FENCE.  STD. DISK B.M. IN THE TOP OF AN
 JG0465'8 X 8 INCH CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0297 ***********************************************************************
 HG0297  DESIGNATION -  E 41
 HG0297  PID         -  HG0297
 HG0297  STATE/COUNTY-  KS/STAFFORD
 HG0297  USGS QUAD   -  STAFFORD NW (1972)
 HG0297
 HG0297                         *CURRENT SURVEY CONTROL
 HG0297  ___________________________________________________________________
 HG0297* NAD 83(1986)-  37 56 28.     (N)    098 44 49.     (W)     SCALED    
 HG0297* NAVD 88     -       589.234  (meters)    1933.18   (feet)  ADJUSTED  
 HG0297  ___________________________________________________________________
 HG0297  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 HG0297  DYNAMIC HT  -         588.766 (meters)    1931.64  (feet)  COMP
 HG0297  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 HG0297
 HG0297  VERT ORDER  -  SECOND    CLASS 0
 HG0297
 HG0297.The horizontal coordinates were scaled from a topographic map and have
 HG0297.an estimated accuracy of +/- 6 seconds.
 HG0297
 HG0297.The orthometric height was determined by differential leveling
 HG0297.and adjusted by the National Geodetic Survey in June 1991..
 HG0297
 HG0297.The geoid height was determined by GEOID03.
 HG0297
 HG0297.The dynamic height is computed by dividing the NAVD 88
 HG0297.geopotential number by the normal gravity value computed on the
 HG0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0297.degrees latitude (g = 980.6199 gals.).
 HG0297
 HG0297.The modeled gravity was interpolated from observed gravity values.
 HG0297
 HG0297;                    North         East    Units  Estimated Accuracy
 HG0297;SPC KS S     -   541,470.      378,290.      MT  (+/- 180 meters Scaled)
 HG0297
 HG0297                          SUPERSEDED SURVEY CONTROL
 HG0297
 HG0297  NGVD 29 (??/??/92)  588.989  (m)         1932.37   (f) ADJ UNCH    2 0
 HG0297
 HG0297.Superseded values are not recommended for survey control.
 HG0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0297.See file dsdata.txt to determine how the superseded data were derived.
 HG0297
 HG0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG222993(NAD 83)
 HG0297_MARKER: DB = BENCH MARK DISK
 HG0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0297+STABILITY: SURFACE MOTION
 HG0297
 HG0297  HISTORY     - Date     Condition        Report By
 HG0297  HISTORY     - UNK      MONUMENTED       CGS
 HG0297  HISTORY     - 1934     GOOD             NGS
 HG0297  HISTORY     - 1970     MARK NOT FOUND   USGS
 HG0297
 HG0297                          STATION DESCRIPTION
 HG0297
 HG0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HG0297'4 MI S FROM ST JOHN.
 HG0297'4 MILES SOUTH OF ST. JOHN.  SET ON RIGHT OF WAY OF STATE HIGHWAY
 HG0297'NO. 284.  40 FT. EAST OF HIGHWAY NO. 281.  (CENTER LINE)
 HG0297'30 FT. NORTH OF CENTER LINE OF DIRT ROAD CROSSING.
 HG0297
 HG0297                          STATION RECOVERY (1970)
 HG0297
 HG0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HG0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0005 ***********************************************************************
 HF0005  DESIGNATION -  E 42
 HF0005  PID         -  HF0005
 HF0005  STATE/COUNTY-  KS/GREENWOOD
 HF0005  USGS QUAD   -  PIEDMONT (1964)
 HF0005
 HF0005                         *CURRENT SURVEY CONTROL
 HF0005  ___________________________________________________________________
 HF0005* NAD 83(1986)-  37 37 26.     (N)    096 21 58.     (W)     SCALED    
 HF0005* NAVD 88     -       365.840  (meters)    1200.26   (feet)  ADJUSTED  
 HF0005  ___________________________________________________________________
 HF0005  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HF0005  DYNAMIC HT  -         365.546 (meters)    1199.30  (feet)  COMP
 HF0005  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 HF0005
 HF0005  VERT ORDER  -  SECOND    CLASS 0
 HF0005
 HF0005.The horizontal coordinates were scaled from a topographic map and have
 HF0005.an estimated accuracy of +/- 6 seconds.
 HF0005
 HF0005.The orthometric height was determined by differential leveling
 HF0005.and adjusted by the National Geodetic Survey in June 1991..
 HF0005
 HF0005.The geoid height was determined by GEOID03.
 HF0005
 HF0005.The dynamic height is computed by dividing the NAVD 88
 HF0005.geopotential number by the normal gravity value computed on the
 HF0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0005.degrees latitude (g = 980.6199 gals.).
 HF0005
 HF0005.The modeled gravity was interpolated from observed gravity values.
 HF0005
 HF0005;                    North         East    Units  Estimated Accuracy
 HF0005;SPC KS S     -   508,390.      588,350.      MT  (+/- 180 meters Scaled)
 HF0005
 HF0005                          SUPERSEDED SURVEY CONTROL
 HF0005
 HF0005  NGVD 29 (??/??/92)  365.680  (m)         1199.74   (f) ADJ UNCH    2 0
 HF0005
 HF0005.Superseded values are not recommended for survey control.
 HF0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0005.See file dsdata.txt to determine how the superseded data were derived.
 HF0005
 HF0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG324673(NAD 83)
 HF0005_MARKER: DB = BENCH MARK DISK
 HF0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0005_STAMPING: E 42 1934
 HF0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0005+STABILITY: SURFACE MOTION
 HF0005
 HF0005  HISTORY     - Date     Condition        Report By
 HF0005  HISTORY     - 1934     MONUMENTED       CGS
 HF0005  HISTORY     - 1943     GOOD             NGS
 HF0005  HISTORY     - 19910130 GOOD             USPSQD
 HF0005
 HF0005                          STATION DESCRIPTION
 HF0005
 HF0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HF0005'11.7 MI E FROM BEAUMONT.
 HF0005'IN GREENWOOD COUNTY, 11.7 MILES EAST ALONG THE ST. LOUIS-SAN
 HF0005'FRANCISCO RAILWAY FROM THE STATION AT BEAUMONT, BUTLER COUNTY, 74
 HF0005'FEET SOUTH OF THE STATION AT PIEDMONT, GREENWOOD COUNTY, AT
 HF0005'MILEAGE 446.81, 7 FEET WEST OF THE SEMAPHORE SIGNAL, AND 50 FEET
 HF0005'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HF0005'E 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0005
 HF0005                          STATION RECOVERY (1991)
 HF0005
 HF0005'RECOVERY NOTE BY US POWER SQUADRON 1991 (JB)
 HF0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0379 ***********************************************************************
 HF0379  DESIGNATION -  E 43
 HF0379  PID         -  HF0379
 HF0379  STATE/COUNTY-  KS/BUTLER
 HF0379  USGS QUAD   -  LATHAM (1979)
 HF0379
 HF0379                         *CURRENT SURVEY CONTROL
 HF0379  ___________________________________________________________________
 HF0379* NAD 83(1986)-  37 33 38.     (N)    096 38 02.     (W)     SCALED    
 HF0379* NAVD 88     -       468.270  (meters)    1536.32   (feet)  ADJUSTED  
 HF0379  ___________________________________________________________________
 HF0379  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 HF0379  DYNAMIC HT  -         467.888 (meters)    1535.06  (feet)  COMP
 HF0379  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 HF0379
 HF0379  VERT ORDER  -  SECOND    CLASS 0
 HF0379
 HF0379.The horizontal coordinates were scaled from a topographic map and have
 HF0379.an estimated accuracy of +/- 6 seconds.
 HF0379
 HF0379.The orthometric height was determined by differential leveling
 HF0379.and adjusted by the National Geodetic Survey in June 1991..
 HF0379
 HF0379.The geoid height was determined by GEOID03.
 HF0379
 HF0379.The dynamic height is computed by dividing the NAVD 88
 HF0379.geopotential number by the normal gravity value computed on the
 HF0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0379.degrees latitude (g = 980.6199 gals.).
 HF0379
 HF0379.The modeled gravity was interpolated from observed gravity values.
 HF0379
 HF0379;                    North         East    Units  Estimated Accuracy
 HF0379;SPC KS S     -   500,860.      564,860.      MT  (+/- 180 meters Scaled)
 HF0379
 HF0379                          SUPERSEDED SURVEY CONTROL
 HF0379
 HF0379  NGVD 29 (??/??/92)  468.080  (m)         1535.69   (f) ADJ UNCH    2 0
 HF0379
 HF0379.Superseded values are not recommended for survey control.
 HF0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0379.See file dsdata.txt to determine how the superseded data were derived.
 HF0379
 HF0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG089596(NAD 83)
 HF0379_MARKER: DB = BENCH MARK DISK
 HF0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0379_STAMPING: E 43 1934
 HF0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0379+STABILITY: SURFACE MOTION
 HF0379
 HF0379  HISTORY     - Date     Condition        Report By
 HF0379  HISTORY     - 1934     MONUMENTED       CGS
 HF0379  HISTORY     - 1962     GOOD             NGS
 HF0379
 HF0379                          STATION DESCRIPTION
 HF0379
 HF0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0379'1.9 MI NE FROM LATHAM.
 HF0379'1.9 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HF0379'FROM LATHAM, BUTLER COUNTY, AT MILEAGE 469.1, AT A PRIVATE-ROAD
 HF0379'CROSSING, 30 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 20
 HF0379'FEET NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 HF0379'STAMPED E 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0379
 HF0379                          STATION RECOVERY (1962)
 HF0379
 HF0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0951 ***********************************************************************
 JE0951  DESIGNATION -  E 44
 JE0951  PID         -  JE0951
 JE0951  STATE/COUNTY-  KS/DOUGLAS
 JE0951  USGS QUAD   -  BALDWIN CITY (1978)
 JE0951
 JE0951                         *CURRENT SURVEY CONTROL
 JE0951  ___________________________________________________________________
 JE0951* NAD 83(1986)-  38 50 21.     (N)    095 10 58.     (W)     SCALED    
 JE0951* NAVD 88     -       269.650  (meters)     884.68   (feet)  ADJUSTED  
 JE0951  ___________________________________________________________________
 JE0951  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JE0951  DYNAMIC HT  -         269.470 (meters)     884.09  (feet)  COMP
 JE0951  MODELED GRAV-     979,952.3   (mgal)                       NAVD 88
 JE0951
 JE0951  VERT ORDER  -  SECOND    CLASS 0
 JE0951
 JE0951.The horizontal coordinates were scaled from a topographic map and have
 JE0951.an estimated accuracy of +/- 6 seconds.
 JE0951
 JE0951.The orthometric height was determined by differential leveling
 JE0951.and adjusted by the National Geodetic Survey in June 1991..
 JE0951
 JE0951.The geoid height was determined by GEOID03.
 JE0951
 JE0951.The dynamic height is computed by dividing the NAVD 88
 JE0951.geopotential number by the normal gravity value computed on the
 JE0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0951.degrees latitude (g = 980.6199 gals.).
 JE0951
 JE0951.The modeled gravity was interpolated from observed gravity values.
 JE0951
 JE0951;                    North         East    Units  Estimated Accuracy
 JE0951;SPC KS N     -    59,960.      644,550.      MT  (+/- 180 meters Scaled)
 JE0951
 JE0951                          SUPERSEDED SURVEY CONTROL
 JE0951
 JE0951  NGVD 29 (??/??/92)  269.554  (m)          884.36   (f) ADJ UNCH    2 0
 JE0951
 JE0951.Superseded values are not recommended for survey control.
 JE0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0951.See file dsdata.txt to determine how the superseded data were derived.
 JE0951
 JE0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD105011(NAD 83)
 JE0951_MARKER: DB = BENCH MARK DISK
 JE0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0951_STAMPING: E 44 1934
 JE0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0951+STABILITY: SURFACE MOTION
 JE0951
 JE0951  HISTORY     - Date     Condition        Report By
 JE0951  HISTORY     - 1934     MONUMENTED       CGS
 JE0951  HISTORY     - 1950     GOOD             NGS
 JE0951
 JE0951                          STATION DESCRIPTION
 JE0951
 JE0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0951'AT VINLAND.
 JE0951'AT VINLAND, DOUGLAS COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 JE0951'FE RAILWAY, 6-1/2 POLES SOUTH OF THE VINLAND SIGN, AT MILEAGE
 JE0951'9.62, AT A ROAD CROSSING, 48 FEET SOUTHEAST OF THE CENTER OF THE
 JE0951'CROSSING, 20 FEET EAST OF THE EAST RAIL, 52 FEET WEST OF THE
 JE0951'CENTER LINE OF MAIN STREET, 13 FEET NORTH OF A POLE, AND 1 FOOT
 JE0951'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 JE0951'E 44 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 JE0951'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0334 ***********************************************************************
 JF0334  DESIGNATION -  E 45
 JF0334  PID         -  JF0334
 JF0334  STATE/COUNTY-  KS/MARION
 JF0334  USGS QUAD   -  FLORENCE (1989)
 JF0334
 JF0334                         *CURRENT SURVEY CONTROL
 JF0334  ___________________________________________________________________
 JF0334* NAD 83(1986)-  38 07 45.     (N)    096 54 17.     (W)     SCALED    
 JF0334* NAVD 88     -       447.240  (meters)    1467.32   (feet)  ADJUSTED  
 JF0334  ___________________________________________________________________
 JF0334  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 JF0334  DYNAMIC HT  -         446.905 (meters)    1466.22  (feet)  COMP
 JF0334  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 JF0334
 JF0334  VERT ORDER  -  SECOND    CLASS 0
 JF0334
 JF0334.The horizontal coordinates were scaled from a topographic map and have
 JF0334.an estimated accuracy of +/- 6 seconds.
 JF0334
 JF0334.The orthometric height was determined by differential leveling
 JF0334.and adjusted by the National Geodetic Survey in June 1991..
 JF0334
 JF0334.The geoid height was determined by GEOID03.
 JF0334
 JF0334.The dynamic height is computed by dividing the NAVD 88
 JF0334.geopotential number by the normal gravity value computed on the
 JF0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0334.degrees latitude (g = 980.6199 gals.).
 JF0334
 JF0334.The modeled gravity was interpolated from observed gravity values.
 JF0334
 JF0334;                    North         East    Units  Estimated Accuracy
 JF0334;SPC KS S     -   563,510.      539,860.      MT  (+/- 180 meters Scaled)
 JF0334
 JF0334                          SUPERSEDED SURVEY CONTROL
 JF0334
 JF0334  NGVD 29 (??/??/92)  447.057  (m)         1466.72   (f) ADJ UNCH    2 0
 JF0334
 JF0334.Superseded values are not recommended for survey control.
 JF0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0334.See file dsdata.txt to determine how the superseded data were derived.
 JF0334
 JF0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH836222(NAD 83)
 JF0334_MARKER: DB = BENCH MARK DISK
 JF0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0334_STAMPING: E 45 1934
 JF0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0334+STABILITY: SURFACE MOTION
 JF0334
 JF0334  HISTORY     - Date     Condition        Report By
 JF0334  HISTORY     - 1934     MONUMENTED       CGS
 JF0334  HISTORY     - 1940     GOOD             NGS
 JF0334
 JF0334                          STATION DESCRIPTION
 JF0334
 JF0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0334'3 MI N FROM BURNS.
 JF0334'3.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0334'FROM THE STATION AT BURNS, MARION COUNTY, AT THE CROSSING OF A
 JF0334'COUNTY ROAD, 36 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD,
 JF0334'31 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET NORTH OF
 JF0334'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 45 1934
 JF0334'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0723 ***********************************************************************
 JF0723  DESIGNATION -  E 50
 JF0723  PID         -  JF0723
 JF0723  STATE/COUNTY-  KS/MARION
 JF0723  USGS QUAD   -  MARION (1985)
 JF0723
 JF0723                         *CURRENT SURVEY CONTROL
 JF0723  ___________________________________________________________________
 JF0723* NAD 83(1986)-  38 19 36.     (N)    097 00 55.     (W)     SCALED    
 JF0723* NAVD 88     -       400.115  (meters)    1312.71   (feet)  ADJUSTED  
 JF0723  ___________________________________________________________________
 JF0723  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 JF0723  DYNAMIC HT  -         399.821 (meters)    1311.75  (feet)  COMP
 JF0723  MODELED GRAV-     979,882.2   (mgal)                       NAVD 88
 JF0723
 JF0723  VERT ORDER  -  SECOND    CLASS 0
 JF0723
 JF0723.The horizontal coordinates were scaled from a topographic map and have
 JF0723.an estimated accuracy of +/- 6 seconds.
 JF0723
 JF0723.The orthometric height was determined by differential leveling
 JF0723.and adjusted by the National Geodetic Survey in June 1991..
 JF0723
 JF0723.The geoid height was determined by GEOID03.
 JF0723
 JF0723.The dynamic height is computed by dividing the NAVD 88
 JF0723.geopotential number by the normal gravity value computed on the
 JF0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0723.degrees latitude (g = 980.6199 gals.).
 JF0723
 JF0723.The modeled gravity was interpolated from observed gravity values.
 JF0723
 JF0723;                    North         East    Units  Estimated Accuracy
 JF0723;SPC KS S     -   585,270.      529,820.      MT  (+/- 180 meters Scaled)
 JF0723
 JF0723                          SUPERSEDED SURVEY CONTROL
 JF0723
 JF0723  NGVD 29 (??/??/92)  399.955  (m)         1312.19   (f) ADJ UNCH    2 0
 JF0723
 JF0723.Superseded values are not recommended for survey control.
 JF0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0723.See file dsdata.txt to determine how the superseded data were derived.
 JF0723
 JF0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH734439(NAD 83)
 JF0723_MARKER: DB = BENCH MARK DISK
 JF0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0723+STABILITY: SURFACE MOTION
 JF0723
 JF0723  HISTORY     - Date     Condition        Report By
 JF0723  HISTORY     - UNK      MONUMENTED       CGS
 JF0723  HISTORY     - 1934     GOOD             NGS
 JF0723
 JF0723                          STATION DESCRIPTION
 JF0723
 JF0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0723'1.8 MI S FROM MARION.
 JF0723'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  121 FT.
 JF0723'NORTH OF THE NORTHEAST CORNER OF STONE MILL BUILDING OWNED
 JF0723'BY EHRLICH AND SONS.  23 FT. SOUTH OF THE CENTER OF ROAD CROSSING.
 JF0723'24 FT. WEST OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0202 ***********************************************************************
 JF0202  DESIGNATION -  E 51
 JF0202  PID         -  JF0202
 JF0202  STATE/COUNTY-  KS/CHASE
 JF0202  USGS QUAD   -  SAFFORDVILLE (1989)
 JF0202
 JF0202                         *CURRENT SURVEY CONTROL
 JF0202  ___________________________________________________________________
 JF0202* NAD 83(1986)-  38 24 05.     (N)    096 23 50.     (W)     SCALED    
 JF0202* NAVD 88     -       349.476  (meters)    1146.57   (feet)  ADJUSTED  
 JF0202  ___________________________________________________________________
 JF0202  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JF0202  DYNAMIC HT  -         349.224 (meters)    1145.75  (feet)  COMP
 JF0202  MODELED GRAV-     979,896.4   (mgal)                       NAVD 88
 JF0202
 JF0202  VERT ORDER  -  SECOND    CLASS 0
 JF0202
 JF0202.The horizontal coordinates were scaled from a topographic map and have
 JF0202.an estimated accuracy of +/- 6 seconds.
 JF0202
 JF0202.The orthometric height was determined by differential leveling
 JF0202.and adjusted by the National Geodetic Survey in June 1991..
 JF0202
 JF0202.The geoid height was determined by GEOID03.
 JF0202
 JF0202.The dynamic height is computed by dividing the NAVD 88
 JF0202.geopotential number by the normal gravity value computed on the
 JF0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0202.degrees latitude (g = 980.6199 gals.).
 JF0202
 JF0202.The modeled gravity was interpolated from observed gravity values.
 JF0202
 JF0202;                    North         East    Units  Estimated Accuracy
 JF0202;SPC KS S     -   594,600.      583,660.      MT  (+/- 180 meters Scaled)
 JF0202
 JF0202                          SUPERSEDED SURVEY CONTROL
 JF0202
 JF0202  NGVD 29 (??/??/92)  349.333  (m)         1146.10   (f) ADJ UNCH    2 0
 JF0202
 JF0202.Superseded values are not recommended for survey control.
 JF0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0202.See file dsdata.txt to determine how the superseded data were derived.
 JF0202
 JF0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH272535(NAD 83)
 JF0202_MARKER: DB = BENCH MARK DISK
 JF0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0202+STABILITY: SURFACE MOTION
 JF0202
 JF0202  HISTORY     - Date     Condition        Report By
 JF0202  HISTORY     - UNK      MONUMENTED       CGS
 JF0202  HISTORY     - 1934     GOOD             NGS
 JF0202  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0202
 JF0202                          STATION DESCRIPTION
 JF0202
 JF0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0202'0 MI W FROM SAFFORDVILLE.
 JF0202'0 MILES WEST BY RAIL, 55 FT. NORTH CENTER-LINE U.S. HIGHWAY NO.
 JF0202'50 SOUTH, 50 FT. SOUTH CENTER-LINE SOUTH MAIN TRACK, 45 FT. EAST
 JF0202'CENTER-LINE OF CROSSING
 JF0202
 JF0202                          STATION RECOVERY (1968)
 JF0202
 JF0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0500 ***********************************************************************
 KE0500  DESIGNATION -  E 51/1
 KE0500  PID         -  KE0500
 KE0500  STATE/COUNTY-  KS/ATCHISON
 KE0500  USGS QUAD   -  ATCHISON EAST (1984)
 KE0500
 KE0500                         *CURRENT SURVEY CONTROL
 KE0500  ___________________________________________________________________
 KE0500* NAD 83(1986)-  39 31 07.     (N)    095 05 28.     (W)     SCALED    
 KE0500* NAVD 88     -       240.841  (meters)     790.16   (feet)  ADJUSTED  
 KE0500  ___________________________________________________________________
 KE0500  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KE0500  DYNAMIC HT  -         240.693 (meters)     789.67  (feet)  COMP
 KE0500  MODELED GRAV-     980,007.1   (mgal)                       NAVD 88
 KE0500
 KE0500  VERT ORDER  -  FIRST     CLASS II
 KE0500
 KE0500.The horizontal coordinates were scaled from a topographic map and have
 KE0500.an estimated accuracy of +/- 6 seconds.
 KE0500
 KE0500.The orthometric height was determined by differential leveling
 KE0500.and adjusted by the National Geodetic Survey in June 1991..
 KE0500
 KE0500.The geoid height was determined by GEOID03.
 KE0500
 KE0500.The dynamic height is computed by dividing the NAVD 88
 KE0500.geopotential number by the normal gravity value computed on the
 KE0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0500.degrees latitude (g = 980.6199 gals.).
 KE0500
 KE0500.The modeled gravity was interpolated from observed gravity values.
 KE0500
 KE0500;                    North         East    Units  Estimated Accuracy
 KE0500;SPC KS N     -   135,600.      650,090.      MT  (+/- 180 meters Scaled)
 KE0500
 KE0500                          SUPERSEDED SURVEY CONTROL
 KE0500
 KE0500  NGVD 29 (??/??/92)  240.740  (m)          789.83   (f) ADJ UNCH    1 2
 KE0500
 KE0500.Superseded values are not recommended for survey control.
 KE0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0500.See file dsdata.txt to determine how the superseded data were derived.
 KE0500
 KE0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD202764(NAD 83)
 KE0500_MARKER: Q = CHISELED SQUARE
 KE0500_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KE0500_SP_SET: HEADWALL
 KE0500_MARK LOGO: NONE  
 KE0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0500+STABILITY: SURFACE MOTION
 KE0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0500+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1989
 KE0500
 KE0500  HISTORY     - Date     Condition        Report By
 KE0500  HISTORY     - 1892     MONUMENTED       DOD
 KE0500  HISTORY     - 1948     GOOD             NGS
 KE0500  HISTORY     - 1957     GOOD             NGS
 KE0500  HISTORY     - 19890820 GOOD             NGS
 KE0500
 KE0500                          STATION DESCRIPTION
 KE0500
 KE0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0500'3.3 MI SE FROM ATCHISON.
 KE0500'3.3 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0500'THE UNION STATION AT ATCHISON, 3.5 POLES SOUTHEAST OF MILEPOST
 KE0500'327/20, 350.0 FEET SOUTHEAST OF A FARM HOUSE, 50.0 FEET NORTHEAST
 KE0500'OF THE CENTER LINE OF A DIRT ROAD, 9.0 FEET SOUTHWEST OF THE
 KE0500'SOUTHWEST RAIL OF THE MISSOURI PACIFIC TRACK, A TWO INCH CHISELED
 KE0500'SQUARE CUT IN THE CENTER OF THE SOUTHWEST HEADWALL OF A TEN
 KE0500'FOOT CONCRETE CULVERT.
 KE0500
 KE0500                          STATION RECOVERY (1957)
 KE0500
 KE0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0500'RECOVERED IN GOOD CONDITION.
 KE0500
 KE0500                          STATION RECOVERY (1989)
 KE0500
 KE0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0516 ***********************************************************************
 JF0516  DESIGNATION -  E 52
 JF0516  PID         -  JF0516
 JF0516  STATE/COUNTY-  KS/DICKINSON
 JF0516  USGS QUAD   -  HOPE (1985)
 JF0516
 JF0516                         *CURRENT SURVEY CONTROL
 JF0516  ___________________________________________________________________
 JF0516* NAD 83(1986)-  38 41 20.     (N)    097 04 56.     (W)     SCALED    
 JF0516* NAVD 88     -       428.913  (meters)    1407.19   (feet)  ADJUSTED  
 JF0516  ___________________________________________________________________
 JF0516  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JF0516  DYNAMIC HT  -         428.605 (meters)    1406.18  (feet)  COMP
 JF0516  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 JF0516
 JF0516  VERT ORDER  -  SECOND    CLASS 0
 JF0516
 JF0516.The horizontal coordinates were scaled from a topographic map and have
 JF0516.an estimated accuracy of +/- 6 seconds.
 JF0516
 JF0516.The orthometric height was determined by differential leveling
 JF0516.and adjusted by the National Geodetic Survey in June 1991..
 JF0516
 JF0516.The geoid height was determined by GEOID03.
 JF0516
 JF0516.The dynamic height is computed by dividing the NAVD 88
 JF0516.geopotential number by the normal gravity value computed on the
 JF0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0516.degrees latitude (g = 980.6199 gals.).
 JF0516
 JF0516.The modeled gravity was interpolated from observed gravity values.
 JF0516
 JF0516;                    North         East    Units  Estimated Accuracy
 JF0516;SPC KS N     -    39,880.      479,850.      MT  (+/- 180 meters Scaled)
 JF0516
 JF0516                          SUPERSEDED SURVEY CONTROL
 JF0516
 JF0516  NGVD 29 (??/??/92)  428.768  (m)         1406.72   (f) ADJ UNCH    2 0
 JF0516
 JF0516.Superseded values are not recommended for survey control.
 JF0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0516.See file dsdata.txt to determine how the superseded data were derived.
 JF0516
 JF0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH667839(NAD 83)
 JF0516_MARKER: DB = BENCH MARK DISK
 JF0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0516+STABILITY: SURFACE MOTION
 JF0516
 JF0516  HISTORY     - Date     Condition        Report By
 JF0516  HISTORY     - UNK      MONUMENTED       CGS
 JF0516  HISTORY     - 1934     GOOD             NGS
 JF0516  HISTORY     - 1968     GOOD             NGS
 JF0516
 JF0516                          STATION DESCRIPTION
 JF0516
 JF0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0516'IN HOPE.
 JF0516'IN TOWN.  LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.
 JF0516'150 YDS. EAST OF THE EAST END OF STATION HOPE.  147 FT. NORTH
 JF0516'OF THE CENTER LINE OF THE MAIN TRACK.  40 FT. SOUTH OF THE CENTER
 JF0516'OF AN EAST AND WEST STREET.
 JF0516
 JF0516                          STATION RECOVERY (1968)
 JF0516
 JF0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1149 ***********************************************************************
 JE1149  DESIGNATION -  E 53
 JE1149  PID         -  JE1149
 JE1149  STATE/COUNTY-  KS/COFFEY
 JE1149  USGS QUAD   -  LE ROY (1971)
 JE1149
 JE1149                         *CURRENT SURVEY CONTROL
 JE1149  ___________________________________________________________________
 JE1149* NAD 83(1986)-  38 04 30.     (N)    095 43 14.     (W)     SCALED    
 JE1149* NAVD 88     -       320.156  (meters)    1050.38   (feet)  ADJUSTED  
 JE1149  ___________________________________________________________________
 JE1149  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JE1149  DYNAMIC HT  -         319.917 (meters)    1049.59  (feet)  COMP
 JE1149  MODELED GRAV-     979,874.5   (mgal)                       NAVD 88
 JE1149
 JE1149  VERT ORDER  -  SECOND    CLASS 0
 JE1149
 JE1149.The horizontal coordinates were scaled from a topographic map and have
 JE1149.an estimated accuracy of +/- 6 seconds.
 JE1149
 JE1149.The orthometric height was determined by differential leveling
 JE1149.and adjusted by the National Geodetic Survey in June 1991..
 JE1149
 JE1149.The geoid height was determined by GEOID03.
 JE1149
 JE1149.The dynamic height is computed by dividing the NAVD 88
 JE1149.geopotential number by the normal gravity value computed on the
 JE1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1149.degrees latitude (g = 980.6199 gals.).
 JE1149
 JE1149.The modeled gravity was interpolated from observed gravity values.
 JE1149
 JE1149;                    North         East    Units  Estimated Accuracy
 JE1149;SPC KS S     -   559,940.      643,830.      MT  (+/- 180 meters Scaled)
 JE1149
 JE1149                          SUPERSEDED SURVEY CONTROL
 JE1149
 JE1149  NGVD 29 (??/??/92)  320.003  (m)         1049.88   (f) ADJ UNCH    2 0
 JE1149
 JE1149.Superseded values are not recommended for survey control.
 JE1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1149.See file dsdata.txt to determine how the superseded data were derived.
 JE1149
 JE1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC613176(NAD 83)
 JE1149_MARKER: DB = BENCH MARK DISK
 JE1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1149_STAMPING: E 53 1934
 JE1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1149+STABILITY: SURFACE MOTION
 JE1149
 JE1149  HISTORY     - Date     Condition        Report By
 JE1149  HISTORY     - 1934     MONUMENTED       CGS
 JE1149  HISTORY     - 1951     GOOD             NGS
 JE1149
 JE1149                          STATION DESCRIPTION
 JE1149
 JE1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1149'5 MI W FROM LE ROY.
 JE1149'ALONG THE ABANDONED MISSOURI PACIFIC RAILROAD, ABOUT 100 YARDS
 JE1149'SOUTH OF THE CRANDALL CHURCH, 47 FEET NORTH OF THE CENTER OF
 JE1149'ROADBED, 28 FEET EAST OF THE CENTER OF ROAD, 7 FEET EAST OF A
 JE1149'POINT 2 FEET SOUTH OF A FENCE CORNER AND 1 FOOT WEST OF WITNESS
 JE1149'POST.  THE DISK IS SET IN A CONCRETE POST, PROJECTING 6 INCHES.
 JE1149'TO REACH THE STATION, GO WEST ON STATE HIGHWAY 57 FOR 3.2 MILES
 JE1149'TO M-K-T RAILROAD CROSSING.  CONTINUE WEST ON STATE HIGHWAY 57
 JE1149'FOR 1.8 MILES.  TURN LEFT AND GO SOUTH FOR 0.5 MILE TO CRANDALL AND
 JE1149'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0497 ***********************************************************************
 KE0497  DESIGNATION -  E 5311
 KE0497  PID         -  KE0497
 KE0497  STATE/COUNTY-  KS/ATCHISON
 KE0497  USGS QUAD   -  ATCHISON EAST (1984)
 KE0497
 KE0497                         *CURRENT SURVEY CONTROL
 KE0497  ___________________________________________________________________
 KE0497* NAD 83(1986)-  39 32 11.     (N)    095 06 29.     (W)     SCALED    
 KE0497* NAVD 88     -       241.243  (meters)     791.48   (feet)  ADJUSTED  
 KE0497  ___________________________________________________________________
 KE0497  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KE0497  DYNAMIC HT  -         241.095 (meters)     790.99  (feet)  COMP
 KE0497  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 KE0497
 KE0497  VERT ORDER  -  FIRST     CLASS II
 KE0497
 KE0497.The horizontal coordinates were scaled from a topographic map and have
 KE0497.an estimated accuracy of +/- 6 seconds.
 KE0497
 KE0497.The orthometric height was determined by differential leveling
 KE0497.and adjusted by the National Geodetic Survey in June 1991..
 KE0497
 KE0497.The geoid height was determined by GEOID03.
 KE0497
 KE0497.The dynamic height is computed by dividing the NAVD 88
 KE0497.geopotential number by the normal gravity value computed on the
 KE0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0497.degrees latitude (g = 980.6199 gals.).
 KE0497
 KE0497.The modeled gravity was interpolated from observed gravity values.
 KE0497
 KE0497;                    North         East    Units  Estimated Accuracy
 KE0497;SPC KS N     -   137,520.      648,570.      MT  (+/- 180 meters Scaled)
 KE0497
 KE0497                          SUPERSEDED SURVEY CONTROL
 KE0497
 KE0497  NGVD 29 (??/??/92)  241.140  (m)          791.14   (f) ADJ UNCH    1 2
 KE0497
 KE0497.Superseded values are not recommended for survey control.
 KE0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0497.See file dsdata.txt to determine how the superseded data were derived.
 KE0497
 KE0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD188784(NAD 83)
 KE0497_MARKER: Q = CHISELED SQUARE
 KE0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0497_SP_SET: BRIDGE
 KE0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0497
 KE0497  HISTORY     - Date     Condition        Report By
 KE0497  HISTORY     - 1892     MONUMENTED       DOD
 KE0497  HISTORY     - 1948     GOOD             NGS
 KE0497
 KE0497                          STATION DESCRIPTION
 KE0497
 KE0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0497'1.7 MI SE FROM ATCHISON.
 KE0497'1.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KE0497'THE UNION STATION AT ATCHISON, 4 POLES SOUTHEAST OF MILEPOST
 KE0497'329, AT THE BRIDGE OVER WHISKEY CREEK, 4.3 FEET NORTHEAST
 KE0497'OF THE NORTHEAST RAIL OF THE TRACK, 1.0 FOOT SOUTHWEST OF THE
 KE0497'NORTHEAST END OF THE SOUTHEAST HEADWALL OF BRIDGE 106, A THREE
 KE0497'INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0418 ***********************************************************************
 HE0418  DESIGNATION -  E 55
 HE0418  PID         -  HE0418
 HE0418  STATE/COUNTY-  KS/NEOSHO
 HE0418  USGS QUAD   -  SOUTH MOUND (1973)
 HE0418
 HE0418                         *CURRENT SURVEY CONTROL
 HE0418  ___________________________________________________________________
 HE0418* NAD 83(1986)-  37 28 15.     (N)    095 14 36.     (W)     SCALED    
 HE0418* NAVD 88     -       282.678  (meters)     927.42   (feet)  ADJUSTED  
 HE0418  ___________________________________________________________________
 HE0418  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HE0418  DYNAMIC HT  -         282.457 (meters)     926.69  (feet)  COMP
 HE0418  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 HE0418
 HE0418  VERT ORDER  -  SECOND    CLASS 0
 HE0418
 HE0418.The horizontal coordinates were scaled from a topographic map and have
 HE0418.an estimated accuracy of +/- 6 seconds.
 HE0418
 HE0418.The orthometric height was determined by differential leveling
 HE0418.and adjusted by the National Geodetic Survey in June 1991..
 HE0418
 HE0418.The geoid height was determined by GEOID03.
 HE0418
 HE0418.The dynamic height is computed by dividing the NAVD 88
 HE0418.geopotential number by the normal gravity value computed on the
 HE0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0418.degrees latitude (g = 980.6199 gals.).
 HE0418
 HE0418.The modeled gravity was interpolated from observed gravity values.
 HE0418
 HE0418;                    North         East    Units  Estimated Accuracy
 HE0418;SPC KS S     -   494,280.      688,020.      MT  (+/- 180 meters Scaled)
 HE0418
 HE0418                          SUPERSEDED SURVEY CONTROL
 HE0418
 HE0418  NGVD 29 (??/??/92)  282.544  (m)          926.98   (f) ADJ UNCH    2 0
 HE0418
 HE0418.Superseded values are not recommended for survey control.
 HE0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0418.See file dsdata.txt to determine how the superseded data were derived.
 HE0418
 HE0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB016494(NAD 83)
 HE0418_MARKER: DB = BENCH MARK DISK
 HE0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0418_STAMPING: E 55 1934
 HE0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0418+STABILITY: SURFACE MOTION
 HE0418
 HE0418  HISTORY     - Date     Condition        Report By
 HE0418  HISTORY     - 1934     MONUMENTED       CGS
 HE0418  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0418
 HE0418                          STATION DESCRIPTION
 HE0418
 HE0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HE0418'7 MI S FROM ERIE.
 HE0418'7.0 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0418'ERIE, NEOSHO COUNTY, AT MILEAGE 127.32, AT A ROAD CROSSING, 75
 HE0418'FEET EAST OF THE CENTER LINE OF THE TRACK, AND 36 FEET NORTH
 HE0418'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED E 55
 HE0418'1934 AND SET IN THE TOP OF A CONCRETE POST.  MEASUREMENTS FROM
 HE0418'TRACK AND ROAD PLACES THE MONUMENT IN CULTIVATED FIELD.
 HE0418'NOTE-- THIS BENCH MARK IS ALSO 8.7 MILES NORTH OF PARSONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0413 ***********************************************************************
 JH0413  DESIGNATION -  E 556
 JH0413  PID         -  JH0413
 JH0413  STATE/COUNTY-  KS/HAMILTON
 JH0413  USGS QUAD   -  EAST BRIDGE CREEK SOUTH (1966)
 JH0413
 JH0413                         *CURRENT SURVEY CONTROL
 JH0413  ___________________________________________________________________
 JH0413* NAD 83(1986)-  38 02 10.     (N)    101 59 27.     (W)     SCALED    
 JH0413* NAVD 88     -      1017.600  (meters)    3338.58   (feet)  ADJUSTED  
 JH0413  ___________________________________________________________________
 JH0413  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 JH0413  DYNAMIC HT  -        1016.655 (meters)    3335.48  (feet)  COMP
 JH0413  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 JH0413
 JH0413  VERT ORDER  -  FIRST     CLASS II
 JH0413
 JH0413.The horizontal coordinates were scaled from a topographic map and have
 JH0413.an estimated accuracy of +/- 6 seconds.
 JH0413
 JH0413.The orthometric height was determined by differential leveling
 JH0413.and adjusted by the National Geodetic Survey in June 1991..
 JH0413
 JH0413.The geoid height was determined by GEOID03.
 JH0413
 JH0413.The dynamic height is computed by dividing the NAVD 88
 JH0413.geopotential number by the normal gravity value computed on the
 JH0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0413.degrees latitude (g = 980.6199 gals.).
 JH0413
 JH0413.The modeled gravity was interpolated from observed gravity values.
 JH0413
 JH0413;                    North         East    Units  Estimated Accuracy
 JH0413;SPC KS S     -   557,720.       93,630.      MT  (+/- 180 meters Scaled)
 JH0413
 JH0413                          SUPERSEDED SURVEY CONTROL
 JH0413
 JH0413.No superseded survey control is available for this station.
 JH0413
 JH0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH375140(NAD 83)
 JH0413_MARKER: I = METAL ROD
 JH0413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0413_SP_SET: STAINLESS STEEL ROD
 JH0413_STAMPING: E 556 1986
 JH0413_MARK LOGO: NGS   
 JH0413_PROJECTION: FLUSH
 JH0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0413_ROD/PIPE-DEPTH: 17.7 meters
 JH0413
 JH0413  HISTORY     - Date     Condition        Report By
 JH0413  HISTORY     - 1986     MONUMENTED       NGS
 JH0413
 JH0413                          STATION DESCRIPTION
 JH0413
 JH0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0413'1.8 KM (1.1 MI) EAST FROM COOLIDGE.
 JH0413'1.8 KM (1.1 MI) EAST ALONG US HIGHWAY 50 FROM THE POST OFFICE AT
 JH0413'COOLIDGE, AT A DRIVE LEADING NORTH TO A FARM, 21.2 METERS (69.7 FT)
 JH0413'NORTHEAST OF THE HIGHWAY CENTERLINE, 16.6 METERS (54.5 FT) NORTHWEST
 JH0413'OF THE CENTER OF THE DRIVE, 12.6 METERS (41.5 FT) NORTHWEST OF A FENCE
 JH0413'CORNER, 1.1 METERS (3.5 FT) SOUTHEAST OF A POWER POLE AND 0.3 METER (1
 JH0413'FT) SOUTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 JH0413'A 5-INCH LOGO CAP.
 JH0413'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JH0413'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1049 ***********************************************************************
 JE1049  DESIGNATION -  E 56
 JE1049  PID         -  JE1049
 JE1049  STATE/COUNTY-  KS/ANDERSON
 JE1049  USGS QUAD   -  GARNETT EAST (1983)
 JE1049
 JE1049                         *CURRENT SURVEY CONTROL
 JE1049  ___________________________________________________________________
 JE1049* NAD 83(1986)-  38 16 39.     (N)    095 14 24.     (W)     SCALED    
 JE1049* NAVD 88     -       319.962  (meters)    1049.74   (feet)  ADJUSTED  
 JE1049  ___________________________________________________________________
 JE1049  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JE1049  DYNAMIC HT  -         319.733 (meters)    1048.99  (feet)  COMP
 JE1049  MODELED GRAV-     979,903.7   (mgal)                       NAVD 88
 JE1049
 JE1049  VERT ORDER  -  SECOND    CLASS 0
 JE1049
 JE1049.The horizontal coordinates were scaled from a topographic map and have
 JE1049.an estimated accuracy of +/- 6 seconds.
 JE1049
 JE1049.The orthometric height was determined by differential leveling
 JE1049.and adjusted by the National Geodetic Survey in June 1991..
 JE1049
 JE1049.The geoid height was determined by GEOID03.
 JE1049
 JE1049.The dynamic height is computed by dividing the NAVD 88
 JE1049.geopotential number by the normal gravity value computed on the
 JE1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1049.degrees latitude (g = 980.6199 gals.).
 JE1049
 JE1049.The modeled gravity was interpolated from observed gravity values.
 JE1049
 JE1049;                    North         East    Units  Estimated Accuracy
 JE1049;SPC KS S     -   583,770.      685,180.      MT  (+/- 180 meters Scaled)
 JE1049
 JE1049                          SUPERSEDED SURVEY CONTROL
 JE1049
 JE1049  NGVD 29 (??/??/92)  319.812  (m)         1049.25   (f) ADJ UNCH    2 0
 JE1049
 JE1049.Superseded values are not recommended for survey control.
 JE1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1049.See file dsdata.txt to determine how the superseded data were derived.
 JE1049
 JE1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC040389(NAD 83)
 JE1049_MARKER: DB = BENCH MARK DISK
 JE1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1049_STAMPING: E 56 1934
 JE1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1049+STABILITY: SURFACE MOTION
 JE1049
 JE1049  HISTORY     - Date     Condition        Report By
 JE1049  HISTORY     - 1934     MONUMENTED       CGS
 JE1049  HISTORY     - 1950     GOOD             NGS
 JE1049  HISTORY     - 20031222 MARK NOT FOUND   SKW
 JE1049
 JE1049                          STATION DESCRIPTION
 JE1049
 JE1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1049'AT GARNETT.
 JE1049'AT GARNETT, ANDERSON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 JE1049'FE RAILWAY, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD,
 JE1049'65 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 42 FEET
 JE1049'NORTHWEST OF THE CENTER LINE OF THE M.P.R.R. TRACK, 17 FEET EAST
 JE1049'OF THE CENTER LINE OF THE A.T. AND S.F. RY. TRACK, 2 FEET SOUTH
 JE1049'OF A WHITE WOODEN WITNESS POST, AND 6 INCHES UNDER GROUND.  A
 JE1049'STANDARD DISK, STAMPED E 56 1934 AND SET IN THE TOP OF A CONCRETE
 JE1049'POST.
 JE1049
 JE1049                          STATION RECOVERY (1950)
 JE1049
 JE1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1049'RECOVERED IN GOOD CONDITION.
 JE1049
 JE1049                          STATION RECOVERY (2003)
 JE1049
 JE1049'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC)
 JE1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0333 ***********************************************************************
 KH0333  DESIGNATION -  E 6
 KH0333  PID         -  KH0333
 KH0333  STATE/COUNTY-  KS/LOGAN
 KH0333  USGS QUAD   -  MONUMENT (1972)
 KH0333
 KH0333                         *CURRENT SURVEY CONTROL
 KH0333  ___________________________________________________________________
 KH0333* NAD 83(1986)-  39 06 26.     (N)    101 00 42.     (W)     SCALED    
 KH0333* NAVD 88     -       969.183  (meters)    3179.73   (feet)  ADJUSTED  
 KH0333  ___________________________________________________________________
 KH0333  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 KH0333  DYNAMIC HT  -         968.407 (meters)    3177.18  (feet)  COMP
 KH0333  MODELED GRAV-     979,793.6   (mgal)                       NAVD 88
 KH0333
 KH0333  VERT ORDER  -  FIRST     CLASS II
 KH0333
 KH0333.The horizontal coordinates were scaled from a topographic map and have
 KH0333.an estimated accuracy of +/- 6 seconds.
 KH0333
 KH0333.The orthometric height was determined by differential leveling
 KH0333.and adjusted by the National Geodetic Survey in June 1991..
 KH0333
 KH0333.The geoid height was determined by GEOID03.
 KH0333
 KH0333.The dynamic height is computed by dividing the NAVD 88
 KH0333.geopotential number by the normal gravity value computed on the
 KH0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0333.degrees latitude (g = 980.6199 gals.).
 KH0333
 KH0333.The modeled gravity was interpolated from observed gravity values.
 KH0333
 KH0333;                    North         East    Units  Estimated Accuracy
 KH0333;SPC KS N     -    90,240.      139,560.      MT  (+/- 180 meters Scaled)
 KH0333
 KH0333                          SUPERSEDED SURVEY CONTROL
 KH0333
 KH0333  NGVD 29 (??/??/92)  968.826  (m)         3178.56   (f) ADJ UNCH    1 2
 KH0333
 KH0333.Superseded values are not recommended for survey control.
 KH0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0333.See file dsdata.txt to determine how the superseded data were derived.
 KH0333
 KH0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ260306(NAD 83)
 KH0333_MARKER: DB = BENCH MARK DISK
 KH0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0333_STAMPING: E 6 1933
 KH0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0333+STABILITY: SURFACE MOTION
 KH0333
 KH0333  HISTORY     - Date     Condition        Report By
 KH0333  HISTORY     - 1933     MONUMENTED       CGS
 KH0333  HISTORY     - 1952     GOOD             NGS
 KH0333
 KH0333                          STATION DESCRIPTION
 KH0333
 KH0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0333'0.1 MI E FROM MONUMENT.
 KH0333'0.1 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0333'AT MONUMENT, 184.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 KH0333'GRAIN ELEVATOR, 82 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 KH0333'TRACK, 96 FEET SOUTH OF A FENCE, 6.3 FEET EAST OF MILEPOST 386,
 KH0333'1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KH0333'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0186 ***********************************************************************
 KH0186  DESIGNATION -  E 77
 KH0186  PID         -  KH0186
 KH0186  STATE/COUNTY-  KS/THOMAS
 KH0186  USGS QUAD   -  MINGO (1979)
 KH0186
 KH0186                         *CURRENT SURVEY CONTROL
 KH0186  ___________________________________________________________________
 KH0186* NAD 83(1986)-  39 15 03.     (N)    100 56 54.     (W)     SCALED    
 KH0186* NAVD 88     -       950.286  (meters)    3117.73   (feet)  ADJUSTED  
 KH0186  ___________________________________________________________________
 KH0186  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 KH0186  DYNAMIC HT  -         949.533 (meters)    3115.26  (feet)  COMP
 KH0186  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 KH0186
 KH0186  VERT ORDER  -  SECOND    CLASS 0
 KH0186
 KH0186.The horizontal coordinates were scaled from a topographic map and have
 KH0186.an estimated accuracy of +/- 6 seconds.
 KH0186
 KH0186.The orthometric height was determined by differential leveling
 KH0186.and adjusted by the National Geodetic Survey in June 1991..
 KH0186
 KH0186.The geoid height was determined by GEOID03.
 KH0186
 KH0186.The dynamic height is computed by dividing the NAVD 88
 KH0186.geopotential number by the normal gravity value computed on the
 KH0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0186.degrees latitude (g = 980.6199 gals.).
 KH0186
 KH0186.The modeled gravity was interpolated from observed gravity values.
 KH0186
 KH0186;                    North         East    Units  Estimated Accuracy
 KH0186;SPC KS N     -   106,000.      145,560.      MT  (+/- 180 meters Scaled)
 KH0186
 KH0186                          SUPERSEDED SURVEY CONTROL
 KH0186
 KH0186  NGVD 29 (??/??/92)  949.935  (m)         3116.58   (f) ADJ UNCH    2 0
 KH0186
 KH0186.Superseded values are not recommended for survey control.
 KH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0186.See file dsdata.txt to determine how the superseded data were derived.
 KH0186
 KH0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ318464(NAD 83)
 KH0186_MARKER: DB = BENCH MARK DISK
 KH0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0186_STAMPING: E-77 1934
 KH0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0186+STABILITY: SURFACE MOTION
 KH0186
 KH0186  HISTORY     - Date     Condition        Report By
 KH0186  HISTORY     - 1934     MONUMENTED       CGS
 KH0186  HISTORY     - 1965     MARK NOT FOUND   USGS
 KH0186  HISTORY     - 1976     MARK NOT FOUND   USGS
 KH0186
 KH0186                          STATION DESCRIPTION
 KH0186
 KH0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0186'2 MI SE FROM MINGO.
 KH0186'2.0 MILES SE OF AND ALONG THE UNION PACIFIC R.R.  0.5 MILE NW
 KH0186'OF MILE POST 215, 24 FT SW OF CENTER OF TRACK AND ON THE R.R. R/W.
 KH0186
 KH0186                          STATION RECOVERY (1965)
 KH0186
 KH0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KH0186'MARK NOT FOUND.
 KH0186
 KH0186                          STATION RECOVERY (1976)
 KH0186
 KH0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KH0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0300 ***********************************************************************
 KH0300  DESIGNATION -  E 78
 KH0300  PID         -  KH0300
 KH0300  STATE/COUNTY-  KS/RAWLINS
 KH0300  USGS QUAD   -  ATWOOD (1978)
 KH0300
 KH0300                         *CURRENT SURVEY CONTROL
 KH0300  ___________________________________________________________________
 KH0300* NAD 83(1986)-  39 52 18.     (N)    101 02 46.     (W)     SCALED    
 KH0300* NAVD 88     -       936.018  (meters)    3070.92   (feet)  ADJUSTED  
 KH0300  ___________________________________________________________________
 KH0300  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 KH0300  DYNAMIC HT  -         935.335 (meters)    3068.68  (feet)  COMP
 KH0300  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 KH0300
 KH0300  VERT ORDER  -  SECOND    CLASS 0
 KH0300
 KH0300.The horizontal coordinates were scaled from a topographic map and have
 KH0300.an estimated accuracy of +/- 6 seconds.
 KH0300
 KH0300.The orthometric height was determined by differential leveling
 KH0300.and adjusted by the National Geodetic Survey in June 1991..
 KH0300
 KH0300.The geoid height was determined by GEOID03.
 KH0300
 KH0300.The dynamic height is computed by dividing the NAVD 88
 KH0300.geopotential number by the normal gravity value computed on the
 KH0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0300.degrees latitude (g = 980.6199 gals.).
 KH0300
 KH0300.The modeled gravity was interpolated from observed gravity values.
 KH0300
 KH0300;                    North         East    Units  Estimated Accuracy
 KH0300;SPC KS N     -   175,160.      139,440.      MT  (+/- 180 meters Scaled)
 KH0300
 KH0300                          SUPERSEDED SURVEY CONTROL
 KH0300
 KH0300  NGVD 29 (??/??/92)  935.673  (m)         3069.79   (f) ADJ UNCH    2 0
 KH0300
 KH0300.Superseded values are not recommended for survey control.
 KH0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0300.See file dsdata.txt to determine how the superseded data were derived.
 KH0300
 KH0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK250155(NAD 83)
 KH0300_MARKER: DB = BENCH MARK DISK
 KH0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0300_STAMPING: E-78 1934
 KH0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0300+STABILITY: SURFACE MOTION
 KH0300
 KH0300  HISTORY     - Date     Condition        Report By
 KH0300  HISTORY     - 1934     MONUMENTED       CGS
 KH0300
 KH0300                          STATION DESCRIPTION
 KH0300
 KH0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0300'4.4 MI N FROM ATWOOD.
 KH0300'4.4 MILES N OF AND ALONG STATE HWY 25.  15 FT N OF A T ROAD
 KH0300'E, 50 FT E OF CENTER OF HIGHWAY, 6 FT N OF E AND W FENCE LINE
 KH0300'CORNER AND 2 FT E OF R/W FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0180 ***********************************************************************
 HH0180  DESIGNATION -  E 8
 HH0180  PID         -  HH0180
 HH0180  STATE/COUNTY-  KS/HASKELL
 HH0180  USGS QUAD   -  WEST OF COPELAND (1978)
 HH0180
 HH0180                         *CURRENT SURVEY CONTROL
 HH0180  ___________________________________________________________________
 HH0180* NAD 83(1986)-  37 31 59.     (N)    100 52 14.     (W)     SCALED    
 HH0180* NAVD 88     -       891.627  (meters)    2925.28   (feet)  ADJUSTED  
 HH0180  ___________________________________________________________________
 HH0180  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 HH0180  DYNAMIC HT  -         890.789 (meters)    2922.53  (feet)  COMP
 HH0180  MODELED GRAV-     979,660.5   (mgal)                       NAVD 88
 HH0180
 HH0180  VERT ORDER  -  FIRST     CLASS II
 HH0180
 HH0180.The horizontal coordinates were scaled from a topographic map and have
 HH0180.an estimated accuracy of +/- 6 seconds.
 HH0180
 HH0180.The orthometric height was determined by differential leveling
 HH0180.and adjusted by the National Geodetic Survey in June 1991..
 HH0180
 HH0180.The geoid height was determined by GEOID03.
 HH0180
 HH0180.The dynamic height is computed by dividing the NAVD 88
 HH0180.geopotential number by the normal gravity value computed on the
 HH0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0180.degrees latitude (g = 980.6199 gals.).
 HH0180
 HH0180.The modeled gravity was interpolated from observed gravity values.
 HH0180
 HH0180;                    North         East    Units  Estimated Accuracy
 HH0180;SPC KS S     -   498,820.      190,510.      MT  (+/- 180 meters Scaled)
 HH0180
 HH0180                          SUPERSEDED SURVEY CONTROL
 HH0180
 HH0180  NGVD 29 (??/??/92)  891.251  (m)         2924.05   (f) ADJ UNCH    1 2
 HH0180
 HH0180.Superseded values are not recommended for survey control.
 HH0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0180.See file dsdata.txt to determine how the superseded data were derived.
 HH0180
 HH0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG347556(NAD 83)
 HH0180_MARKER: DB = BENCH MARK DISK
 HH0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0180_STAMPING: E 8 1933
 HH0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0180+STABILITY: SURFACE MOTION
 HH0180
 HH0180  HISTORY     - Date     Condition        Report By
 HH0180  HISTORY     - 1933     MONUMENTED       CGS
 HH0180  HISTORY     - 1962     MARK NOT FOUND   NGS
 HH0180
 HH0180                          STATION DESCRIPTION
 HH0180
 HH0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0180'29.6 MI S FROM GARDEN CITY.
 HH0180'IN HASKELL COUNTY, ABOUT 29.6 MILES SOUTH ALONG U.S. HIGHWAY 83
 HH0180'FROM THE MUNICIPAL WATER PLANT AT GARDEN CITY, FINNEY COUNTY,
 HH0180'ABOUT 4.0 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY 45,
 HH0180'36 FEET NORTH OF THE CENTER LINE OF AN EAST-AND-WEST COUNTY ROAD,
 HH0180'42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A
 HH0180'FENCE CORNER, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A
 HH0180'STANDARD DISK, STAMPED E 8 1933 AND SET IN THE TOP OF A CONCRETE
 HH0180'POST.
 HH0180
 HH0180                          STATION RECOVERY (1962)
 HH0180
 HH0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HH0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0452 ***********************************************************************
 KH0452  DESIGNATION -  E 80
 KH0452  PID         -  KH0452
 KH0452  STATE/COUNTY-  KS/SHERMAN
 KH0452  USGS QUAD   -  GOODLAND (1974)
 KH0452
 KH0452                         *CURRENT SURVEY CONTROL
 KH0452  ___________________________________________________________________
 KH0452* NAD 83(1986)-  39 15 50.     (N)    101 43 34.     (W)     SCALED    
 KH0452* NAVD 88     -      1135.863  (meters)    3726.58   (feet)  ADJUSTED  
 KH0452  ___________________________________________________________________
 KH0452  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 KH0452  DYNAMIC HT  -        1134.900 (meters)    3723.42  (feet)  COMP
 KH0452  MODELED GRAV-     979,739.8   (mgal)                       NAVD 88
 KH0452
 KH0452  VERT ORDER  -  SECOND    CLASS 0
 KH0452
 KH0452.The horizontal coordinates were scaled from a topographic map and have
 KH0452.an estimated accuracy of +/- 6 seconds.
 KH0452
 KH0452.The orthometric height was determined by differential leveling
 KH0452.and adjusted by the National Geodetic Survey in June 1991..
 KH0452
 KH0452.The geoid height was determined by GEOID03.
 KH0452
 KH0452.The dynamic height is computed by dividing the NAVD 88
 KH0452.geopotential number by the normal gravity value computed on the
 KH0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0452.degrees latitude (g = 980.6199 gals.).
 KH0452
 KH0452.The modeled gravity was interpolated from observed gravity values.
 KH0452
 KH0452;                    North         East    Units  Estimated Accuracy
 KH0452;SPC KS N     -   109,920.       78,530.      MT  (+/- 180 meters Scaled)
 KH0452
 KH0452                          SUPERSEDED SURVEY CONTROL
 KH0452
 KH0452  NGVD 29 (??/??/92) 1135.404  (m)         3725.07   (f) ADJ UNCH    2 0
 KH0452
 KH0452.Superseded values are not recommended for survey control.
 KH0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0452.See file dsdata.txt to determine how the superseded data were derived.
 KH0452
 KH0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ648496(NAD 83)
 KH0452_MARKER: DB = BENCH MARK DISK
 KH0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0452_STAMPING: E 80 1935
 KH0452_MARK LOGO: CGS   
 KH0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0452+STABILITY: SURFACE MOTION
 KH0452
 KH0452  HISTORY     - Date     Condition        Report By
 KH0452  HISTORY     - 1935     MONUMENTED       CGS
 KH0452  HISTORY     - 1940     GOOD             NGS
 KH0452  HISTORY     - 20000503 GOOD             NGS
 KH0452
 KH0452                          STATION DESCRIPTION
 KH0452
 KH0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0452'6 MI SW FROM GOODLAND.
 KH0452'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0452'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0452'PARALLELING THE RAILROAD TRACKS, GO 0.7 MILE, TURN LEFT (SOUTH)
 KH0452'ACROSS THE TRACKS ONTO A SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0452'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 5.0 MILES.  BENCH
 KH0452'MARK IS AT A CROSS-INTERSECTION OF STATE HIGHWAY NO. 27 AND AN
 KH0452'EAST-WEST SECTION LINE ROAD, 58 FEET NORTHEAST OF CENTER OF THE
 KH0452'INTERSECTION, 54 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 KH0452'NO. 27, 23 FEET NORTH OF CENTER LINE OF THE EAST-WEST ROAD, 21
 KH0452'FEET EAST OF A TELEPHONE POLE, 1.3 FEET WEST OF A 4 X 4 INCH
 KH0452'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  STD. DISK B M
 KH0452'IN CAST-IN-PLACE CONCRETE POST PROJECTING 0.4 FOOT.
 KH0452
 KH0452                          STATION RECOVERY (2000)
 KH0452
 KH0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JS)
 KH0452'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0319 ***********************************************************************
 KH0319  DESIGNATION -  E 81
 KH0319  PID         -  KH0319
 KH0319  STATE/COUNTY-  KS/THOMAS
 KH0319  USGS QUAD   -  LEVANT (1967)
 KH0319
 KH0319                         *CURRENT SURVEY CONTROL
 KH0319  ___________________________________________________________________
 KH0319* NAD 83(1986)-  39 22 54.     (N)    101 14 25.     (W)     SCALED    
 KH0319* NAVD 88     -      1008.569  (meters)    3308.95   (feet)  ADJUSTED  
 KH0319  ___________________________________________________________________
 KH0319  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KH0319  DYNAMIC HT  -        1007.758 (meters)    3306.29  (feet)  COMP
 KH0319  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 KH0319
 KH0319  VERT ORDER  -  SECOND    CLASS 0
 KH0319
 KH0319.The horizontal coordinates were scaled from a topographic map and have
 KH0319.an estimated accuracy of +/- 6 seconds.
 KH0319
 KH0319.The orthometric height was determined by differential leveling
 KH0319.and adjusted by the National Geodetic Survey in June 1991..
 KH0319
 KH0319.The geoid height was determined by GEOID03.
 KH0319
 KH0319.The dynamic height is computed by dividing the NAVD 88
 KH0319.geopotential number by the normal gravity value computed on the
 KH0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0319.degrees latitude (g = 980.6199 gals.).
 KH0319
 KH0319.The modeled gravity was interpolated from observed gravity values.
 KH0319
 KH0319;                    North         East    Units  Estimated Accuracy
 KH0319;SPC KS N     -   121,370.      120,890.      MT  (+/- 180 meters Scaled)
 KH0319
 KH0319                          SUPERSEDED SURVEY CONTROL
 KH0319
 KH0319  NGVD 29 (??/??/92) 1008.177  (m)         3307.66   (f) ADJ UNCH    2 0
 KH0319
 KH0319.Superseded values are not recommended for survey control.
 KH0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0319.See file dsdata.txt to determine how the superseded data were derived.
 KH0319
 KH0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ070615(NAD 83)
 KH0319_MARKER: DB = BENCH MARK DISK
 KH0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0319_STAMPING: E 81 1935
 KH0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0319+STABILITY: SURFACE MOTION
 KH0319
 KH0319  HISTORY     - Date     Condition        Report By
 KH0319  HISTORY     - 1935     MONUMENTED       CGS
 KH0319
 KH0319                          STATION DESCRIPTION
 KH0319
 KH0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0319'2.4 MI W FROM LEVANT.
 KH0319'2.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0319'RAILROAD FROM THE STATION AT LEVANT, THOMAS COUNTY, 5-3/4
 KH0319'POLES EAST OF MILE POLE 398/20, AT A NORTH-AND-SOUTH ROAD
 KH0319'CROSSING, 85 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 34
 KH0319'FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A ROW
 KH0319'OF POLES, AND 1 FOOT NORTH AND 1.5 FEET EAST OF A FENCE CORNER.
 KH0319'A STANDARD DISK, STAMPED E 81 1935 AND SET IN THE TOP OF A CONCRETE
 KH0319'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0405 ***********************************************************************
 KH0405  DESIGNATION -  E 82
 KH0405  PID         -  KH0405
 KH0405  STATE/COUNTY-  KS/SHERMAN
 KH0405  USGS QUAD   -  GOODLAND (1974)
 KH0405
 KH0405                         *CURRENT SURVEY CONTROL
 KH0405  ___________________________________________________________________
 KH0405* NAD 83(1986)-  39 20 25.     (N)    101 41 21.     (W)     SCALED    
 KH0405* NAVD 88     -      1114.877  (meters)    3657.73   (feet)  ADJUSTED  
 KH0405  ___________________________________________________________________
 KH0405  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 KH0405  DYNAMIC HT  -        1113.940 (meters)    3654.65  (feet)  COMP
 KH0405  MODELED GRAV-     979,748.8   (mgal)                       NAVD 88
 KH0405
 KH0405  VERT ORDER  -  SECOND    CLASS 0
 KH0405
 KH0405.The horizontal coordinates were scaled from a topographic map and have
 KH0405.an estimated accuracy of +/- 6 seconds.
 KH0405
 KH0405.The orthometric height was determined by differential leveling
 KH0405.and adjusted by the National Geodetic Survey in June 1991..
 KH0405
 KH0405.The geoid height was determined by GEOID03.
 KH0405
 KH0405.The dynamic height is computed by dividing the NAVD 88
 KH0405.geopotential number by the normal gravity value computed on the
 KH0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0405.degrees latitude (g = 980.6199 gals.).
 KH0405
 KH0405.The modeled gravity was interpolated from observed gravity values.
 KH0405
 KH0405;                    North         East    Units  Estimated Accuracy
 KH0405;SPC KS N     -   118,260.       82,060.      MT  (+/- 180 meters Scaled)
 KH0405
 KH0405                          SUPERSEDED SURVEY CONTROL
 KH0405
 KH0405  NGVD 29 (??/??/92) 1114.426  (m)         3656.25   (f) ADJ UNCH    2 0
 KH0405
 KH0405.Superseded values are not recommended for survey control.
 KH0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0405.See file dsdata.txt to determine how the superseded data were derived.
 KH0405
 KH0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ682579(NAD 83)
 KH0405_MARKER: DB = BENCH MARK DISK
 KH0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0405_STAMPING: E 82 1935
 KH0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0405+STABILITY: SURFACE MOTION
 KH0405
 KH0405  HISTORY     - Date     Condition        Report By
 KH0405  HISTORY     - 1935     MONUMENTED       CGS
 KH0405
 KH0405                          STATION DESCRIPTION
 KH0405
 KH0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0405'1.2 MI E FROM GOODLAND.
 KH0405'1.2 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0405'FROM THE STATION AT GOODLAND, SHERMAN COUNTY, 94 FEET SOUTH OF
 KH0405'MILE POLE 422/20, AT A NORTH-AND-SOUTH ROAD CROSSING, 45 FEET
 KH0405'SOUTH OF THE CENTER LINE OF THE TRACK, 30 FEET WEST OF THE CENTER
 KH0405'LINE OF THE ROAD, AND 1.5 FEET NORTH AND 3 FEET WEST OF A FENCE
 KH0405'CORNER.  A STANDARD DISK, STAMPED E 82 1935 AND SET IN THE
 KH0405'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0541 ***********************************************************************
 HH0541  DESIGNATION -  E 84
 HH0541  PID         -  HH0541
 HH0541  STATE/COUNTY-  KS/STANTON
 HH0541  USGS QUAD   -  MANTER (1973)
 HH0541
 HH0541                         *CURRENT SURVEY CONTROL
 HH0541  ___________________________________________________________________
 HH0541* NAD 83(1986)-  37 31 20.     (N)    101 53 06.     (W)     SCALED    
 HH0541* NAVD 88     -      1064.160  (meters)    3491.33   (feet)  ADJUSTED  
 HH0541  ___________________________________________________________________
 HH0541  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 HH0541  DYNAMIC HT  -        1063.128 (meters)    3487.95  (feet)  COMP
 HH0541  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 HH0541
 HH0541  VERT ORDER  -  SECOND    CLASS 0
 HH0541
 HH0541.The horizontal coordinates were scaled from a topographic map and have
 HH0541.an estimated accuracy of +/- 6 seconds.
 HH0541
 HH0541.The orthometric height was determined by differential leveling
 HH0541.and adjusted by the National Geodetic Survey in June 1991..
 HH0541
 HH0541.The geoid height was determined by GEOID03.
 HH0541
 HH0541.The dynamic height is computed by dividing the NAVD 88
 HH0541.geopotential number by the normal gravity value computed on the
 HH0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0541.degrees latitude (g = 980.6199 gals.).
 HH0541
 HH0541.The modeled gravity was interpolated from observed gravity values.
 HH0541
 HH0541;                    North         East    Units  Estimated Accuracy
 HH0541;SPC KS S     -   500,390.      100,850.      MT  (+/- 180 meters Scaled)
 HH0541
 HH0541                          SUPERSEDED SURVEY CONTROL
 HH0541
 HH0541  NGVD 29 (??/??/92) 1063.739  (m)         3489.95   (f) ADJ UNCH    2 0
 HH0541
 HH0541.Superseded values are not recommended for survey control.
 HH0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0541.See file dsdata.txt to determine how the superseded data were derived.
 HH0541
 HH0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG450567(NAD 83)
 HH0541_MARKER: DB = BENCH MARK DISK
 HH0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0541_STAMPING: E 84 1935
 HH0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0541+STABILITY: SURFACE MOTION
 HH0541
 HH0541  HISTORY     - Date     Condition        Report By
 HH0541  HISTORY     - 1935     MONUMENTED       CGS
 HH0541  HISTORY     - 1947     GOOD             NGS
 HH0541
 HH0541                          STATION DESCRIPTION
 HH0541
 HH0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HH0541'AT MANTER.
 HH0541'AT MANTER, STANTON COUNTY, 66 FEET SOUTH OF THE SOUTHWEST CORNER
 HH0541'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 4 POLES
 HH0541'WEST OF MILEPOST 53, 38 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 HH0541'TRACK, AND 2 FEET EAST OF A TELEPHONE POLE.  A STANDARD DISK,
 HH0541'STAMPED E 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0358 ***********************************************************************
 HH0358  DESIGNATION -  E 85
 HH0358  PID         -  HH0358
 HH0358  STATE/COUNTY-  KS/HASKELL
 HH0358  USGS QUAD   -  RYUS (1975)
 HH0358
 HH0358                         *CURRENT SURVEY CONTROL
 HH0358  ___________________________________________________________________
 HH0358* NAD 83(1986)-  37 28 10.     (N)    101 03 12.     (W)     SCALED    
 HH0358* NAVD 88     -       911.181  (meters)    2989.43   (feet)  ADJUSTED  
 HH0358  ___________________________________________________________________
 HH0358  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 HH0358  DYNAMIC HT  -         910.315 (meters)    2986.59  (feet)  COMP
 HH0358  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 HH0358
 HH0358  VERT ORDER  -  SECOND    CLASS 0
 HH0358
 HH0358.The horizontal coordinates were scaled from a topographic map and have
 HH0358.an estimated accuracy of +/- 6 seconds.
 HH0358
 HH0358.The orthometric height was determined by differential leveling
 HH0358.and adjusted by the National Geodetic Survey in June 1991..
 HH0358
 HH0358.The geoid height was determined by GEOID03.
 HH0358
 HH0358.The dynamic height is computed by dividing the NAVD 88
 HH0358.geopotential number by the normal gravity value computed on the
 HH0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0358.degrees latitude (g = 980.6199 gals.).
 HH0358
 HH0358.The modeled gravity was interpolated from observed gravity values.
 HH0358
 HH0358;                    North         East    Units  Estimated Accuracy
 HH0358;SPC KS S     -   492,190.      174,160.      MT  (+/- 180 meters Scaled)
 HH0358
 HH0358                          SUPERSEDED SURVEY CONTROL
 HH0358
 HH0358  NGVD 29 (??/??/92)  910.797  (m)         2988.17   (f) ADJ UNCH    2 0
 HH0358
 HH0358.Superseded values are not recommended for survey control.
 HH0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0358.See file dsdata.txt to determine how the superseded data were derived.
 HH0358
 HH0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG184489(NAD 83)
 HH0358_MARKER: DB = BENCH MARK DISK
 HH0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0358_STAMPING: E 85 1935
 HH0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0358+STABILITY: SURFACE MOTION
 HH0358
 HH0358  HISTORY     - Date     Condition        Report By
 HH0358  HISTORY     - 1935     MONUMENTED       CGS
 HH0358  HISTORY     - 1940     GOOD             NGS
 HH0358  HISTORY     - 1972     MARK NOT FOUND   USGS
 HH0358
 HH0358                          STATION DESCRIPTION
 HH0358
 HH0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HH0358'3.5 MI SE FROM RYUS.
 HH0358'IN HASKELL COUNTY, 3.5 MILES SOUTHEAST ALONG THE ATCHISON,
 HH0358'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT RYUS, GRANT
 HH0358'COUNTY, 4.2 MILES NORTHWEST OF THE STATION AT SATANTA, HASKELL
 HH0358'COUNTY, 12.5 FEET SOUTH OF THE FIRST POLE SOUTHEAST OF MILEPOST
 HH0358'4, AT A ROAD CROSSING, 48.5 FEET SOUTHWEST OF THE CENTERLINE
 HH0358'OF THE TRACK, 37 FEET NORTHWEST OF A FENCE CORNER, 1.8 FEET
 HH0358'NORTHEAST OF THE RIGHT-OF-WAY FENCE, 2.5 FEET SOUTHEAST OF A
 HH0358'WHITE WOODEN WITNESS POST, AND 18 INCHES UNDER A SAND DRIFT.
 HH0358'A STANDARD DISK, STAMPED E 85 1935 AND SET IN THE TOP OF A
 HH0358'CONCRETE POST.
 HH0358
 HH0358                          STATION RECOVERY (1972)
 HH0358
 HH0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0335 ***********************************************************************
 HH0335  DESIGNATION -  E 86 RESET
 HH0335  PID         -  HH0335
 HH0335  STATE/COUNTY-  KS/STEVENS
 HH0335  USGS QUAD   -  WOODS NW (1974)
 HH0335
 HH0335                         *CURRENT SURVEY CONTROL
 HH0335  ___________________________________________________________________
 HH0335* NAD 83(1986)-  37 10 11.     (N)    101 13 58.     (W)     SCALED    
 HH0335* NAVD 88     -       925.93   (meters)    3037.8    (feet)  RESET     
 HH0335  ___________________________________________________________________
 HH0335  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 HH0335
 HH0335  VERT ORDER  -  THIRD
 HH0335
 HH0335.The horizontal coordinates were scaled from a topographic map and have
 HH0335.an estimated accuracy of +/- 6 seconds.
 HH0335
 HH0335.The orthometric height was computed from unverified reset data.
 HH0335
 HH0335.The geoid height was determined by GEOID03.
 HH0335
 HH0335;                    North         East    Units  Estimated Accuracy
 HH0335;SPC KS S     -   459,390.      157,320.      MT  (+/- 180 meters Scaled)
 HH0335
 HH0335                          SUPERSEDED SURVEY CONTROL
 HH0335
 HH0335.No superseded survey control is available for this station.
 HH0335
 HH0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG017160(NAD 83)
 HH0335_MARKER: DB = BENCH MARK DISK
 HH0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0335_STAMPING: E 86 RESET 1968
 HH0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0335+STABILITY: SURFACE MOTION
 HH0335
 HH0335  HISTORY     - Date     Condition        Report By
 HH0335  HISTORY     - 1968     MONUMENTED       CGS
 HH0335
 HH0335                          STATION DESCRIPTION
 HH0335
 HH0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HH0335'6.9 MI E FROM HUGOTON.
 HH0335'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE COUNTY
 HH0335'COURTHOUSE AT HUGOTON, 0.1 MILE WEST OF A SECTION LINE ROAD,
 HH0335'60 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 270, 1.5 FEET EAST
 HH0335'OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 HH0335'POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0392 ***********************************************************************
 HH0392  DESIGNATION -  E 87
 HH0392  PID         -  HH0392
 HH0392  STATE/COUNTY-  KS/MORTON
 HH0392  USGS QUAD   -  ROLLA NW (1973)
 HH0392
 HH0392                         *CURRENT SURVEY CONTROL
 HH0392  ___________________________________________________________________
 HH0392* NAD 83(1986)-  37 11 07.     (N)    101 37 42.     (W)     SCALED    
 HH0392* NAVD 88     -       999.604  (meters)    3279.53   (feet)  ADJUSTED  
 HH0392  ___________________________________________________________________
 HH0392  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 HH0392  DYNAMIC HT  -         998.601 (meters)    3276.24  (feet)  COMP
 HH0392  MODELED GRAV-     979,593.2   (mgal)                       NAVD 88
 HH0392
 HH0392  VERT ORDER  -  SECOND    CLASS 0
 HH0392
 HH0392.The horizontal coordinates were scaled from a topographic map and have
 HH0392.an estimated accuracy of +/- 6 seconds.
 HH0392
 HH0392.The orthometric height was determined by differential leveling
 HH0392.and adjusted by the National Geodetic Survey in June 1991..
 HH0392
 HH0392.The geoid height was determined by GEOID03.
 HH0392
 HH0392.The dynamic height is computed by dividing the NAVD 88
 HH0392.geopotential number by the normal gravity value computed on the
 HH0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0392.degrees latitude (g = 980.6199 gals.).
 HH0392
 HH0392.The modeled gravity was interpolated from observed gravity values.
 HH0392
 HH0392;                    North         East    Units  Estimated Accuracy
 HH0392;SPC KS S     -   462,220.      122,270.      MT  (+/- 180 meters Scaled)
 HH0392
 HH0392                          SUPERSEDED SURVEY CONTROL
 HH0392
 HH0392  NGVD 29 (??/??/92)  999.171  (m)         3278.11   (f) ADJ UNCH    2 0
 HH0392
 HH0392.Superseded values are not recommended for survey control.
 HH0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0392.See file dsdata.txt to determine how the superseded data were derived.
 HH0392
 HH0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG666186(NAD 83)
 HH0392_MARKER: DB = BENCH MARK DISK
 HH0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0392_STAMPING: E 87 1935
 HH0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0392+STABILITY: SURFACE MOTION
 HH0392
 HH0392  HISTORY     - Date     Condition        Report By
 HH0392  HISTORY     - 1935     MONUMENTED       CGS
 HH0392  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0392
 HH0392                          STATION DESCRIPTION
 HH0392
 HH0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0392'13.7 MI SE FROM RICHFIELD.
 HH0392'13.7 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM RICHFIELD,
 HH0392'MORTON COUNTY, AT THE T-JUNCTION OF A ROAD LEADING EAST, 27
 HH0392'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTH OF
 HH0392'THE CENTER LINE OF THE EAST-AND-WEST ROAD, AND 1 FOOT NORTHWEST
 HH0392'OF A FENCE CORNER.  A STANDARD DISK, STAMPED E 87 1935 AND SET
 HH0392'IN THE TOP OF A CONCRETE POST.
 HH0392
 HH0392                          STATION RECOVERY (1973)
 HH0392
 HH0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0421 ***********************************************************************
 HH0421  DESIGNATION -  E 88
 HH0421  PID         -  HH0421
 HH0421  STATE/COUNTY-  KS/MORTON
 HH0421  USGS QUAD   -  ELKHART NW (1973)
 HH0421
 HH0421                         *CURRENT SURVEY CONTROL
 HH0421  ___________________________________________________________________
 HH0421* NAD 83(1986)-  37 12 00.     (N)    101 54 01.     (W)     SCALED    
 HH0421* NAVD 88     -      1071.399  (meters)    3515.08   (feet)  ADJUSTED  
 HH0421  ___________________________________________________________________
 HH0421  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 HH0421  DYNAMIC HT  -        1070.318 (meters)    3511.53  (feet)  COMP
 HH0421  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 HH0421
 HH0421  VERT ORDER  -  SECOND    CLASS 0
 HH0421
 HH0421.The horizontal coordinates were scaled from a topographic map and have
 HH0421.an estimated accuracy of +/- 6 seconds.
 HH0421
 HH0421.The orthometric height was determined by differential leveling
 HH0421.and adjusted by the National Geodetic Survey in June 1991..
 HH0421
 HH0421.The geoid height was determined by GEOID03.
 HH0421
 HH0421.The dynamic height is computed by dividing the NAVD 88
 HH0421.geopotential number by the normal gravity value computed on the
 HH0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0421.degrees latitude (g = 980.6199 gals.).
 HH0421
 HH0421.The modeled gravity was interpolated from observed gravity values.
 HH0421
 HH0421;                    North         East    Units  Estimated Accuracy
 HH0421;SPC KS S     -   464,700.       98,190.      MT  (+/- 180 meters Scaled)
 HH0421
 HH0421                          SUPERSEDED SURVEY CONTROL
 HH0421
 HH0421  NGVD 29 (??/??/92) 1070.951  (m)         3513.61   (f) ADJ UNCH    2 0
 HH0421
 HH0421.Superseded values are not recommended for survey control.
 HH0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0421.See file dsdata.txt to determine how the superseded data were derived.
 HH0421
 HH0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG425210(NAD 83)
 HH0421_MARKER: DB = BENCH MARK DISK
 HH0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0421_STAMPING: E 88 1935
 HH0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0421+STABILITY: SURFACE MOTION
 HH0421
 HH0421  HISTORY     - Date     Condition        Report By
 HH0421  HISTORY     - 1935     MONUMENTED       CGS
 HH0421
 HH0421                          STATION DESCRIPTION
 HH0421
 HH0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0421'10.6 MI SW FROM RICHFIELD.
 HH0421'10.6 MI. S.W. ALONG STATE 12.  ABOUT 18 FT. N. OF A SECOND-CLASS
 HH0421'CROSS-ROAD, ABOUT 54 FT. W. OF THE CENTER LINE OF THE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0422 ***********************************************************************
 HH0422  DESIGNATION -  E 88 RESET
 HH0422  PID         -  HH0422
 HH0422  STATE/COUNTY-  KS/MORTON
 HH0422  USGS QUAD   -  ELKHART NW (1973)
 HH0422
 HH0422                         *CURRENT SURVEY CONTROL
 HH0422  ___________________________________________________________________
 HH0422* NAD 83(1986)-  37 12 00.     (N)    101 54 01.     (W)     SCALED    
 HH0422* NAVD 88     -      1071.27   (meters)    3514.7    (feet)  RESET     
 HH0422  ___________________________________________________________________
 HH0422  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 HH0422
 HH0422  VERT ORDER  -  THIRD
 HH0422
 HH0422.The horizontal coordinates were scaled from a topographic map and have
 HH0422.an estimated accuracy of +/- 6 seconds.
 HH0422
 HH0422.The orthometric height was computed from unverified reset data.
 HH0422
 HH0422.The geoid height was determined by GEOID03.
 HH0422
 HH0422;                    North         East    Units  Estimated Accuracy
 HH0422;SPC KS S     -   464,700.       98,190.      MT  (+/- 180 meters Scaled)
 HH0422
 HH0422                          SUPERSEDED SURVEY CONTROL
 HH0422
 HH0422.No superseded survey control is available for this station.
 HH0422
 HH0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG425210(NAD 83)
 HH0422_MARKER: DB = BENCH MARK DISK
 HH0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0422_STAMPING: E 88 RESET 1941
 HH0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0422+STABILITY: SURFACE MOTION
 HH0422
 HH0422  HISTORY     - Date     Condition        Report By
 HH0422  HISTORY     - 1941     MONUMENTED       KSHC
 HH0422  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0422
 HH0422                          STATION DESCRIPTION
 HH0422
 HH0422'DESCRIBED BY KS HIGHWAY COMM 1941
 HH0422'10.6 MI SW FROM RICHFIELD.
 HH0422'10.6 MILES SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 51
 HH0422'FROM RICHFIELD, MORTON COUNTY, AT A ROAD INTERSECTION, 128
 HH0422'FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY, AND 58 FEET
 HH0422'NORTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED
 HH0422'E 88 RESET 1941 AND SET IN THE TOP OF A CONCRETE POST.
 HH0422
 HH0422                          STATION RECOVERY (1973)
 HH0422
 HH0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0479 ***********************************************************************
 HH0479  DESIGNATION -  E 89 RESET
 HH0479  PID         -  HH0479
 HH0479  STATE/COUNTY-  KS/STANTON
 HH0479  USGS QUAD   -  RICHFIELD NE (1973)
 HH0479
 HH0479                         *CURRENT SURVEY CONTROL
 HH0479  ___________________________________________________________________
 HH0479* NAD 83(1986)-  37 27 41.     (N)    101 45 44.     (W)     SCALED    
 HH0479* NAVD 88     -      1026.97   (meters)    3369.3    (feet)  RESET     
 HH0479  ___________________________________________________________________
 HH0479  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 HH0479
 HH0479  VERT ORDER  -  THIRD
 HH0479
 HH0479.The horizontal coordinates were scaled from a topographic map and have
 HH0479.an estimated accuracy of +/- 6 seconds.
 HH0479
 HH0479.The orthometric height was computed from unverified reset data.
 HH0479
 HH0479.The geoid height was determined by GEOID03.
 HH0479
 HH0479;                    North         East    Units  Estimated Accuracy
 HH0479;SPC KS S     -   493,250.      111,460.      MT  (+/- 180 meters Scaled)
 HH0479
 HH0479                          SUPERSEDED SURVEY CONTROL
 HH0479
 HH0479.No superseded survey control is available for this station.
 HH0479
 HH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG556496(NAD 83)
 HH0479_MARKER: DB = BENCH MARK DISK
 HH0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0479_STAMPING: E 89 RESET 1936
 HH0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0479+STABILITY: SURFACE MOTION
 HH0479
 HH0479  HISTORY     - Date     Condition        Report By
 HH0479  HISTORY     - UNK      MONUMENTED       KSHC
 HH0479  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0479
 HH0479                          STATION DESCRIPTION
 HH0479
 HH0479'DESCRIBED BY KS HIGHWAY COMM UNK
 HH0479'8.5 MI S FROM JOHNSON.
 HH0479'8.5 MILES SOUTH ALONG STATE HIGHWAY 27 FROM JOHNSON, STANTON
 HH0479'COUNTY, AT THE NORTHEAST CORNER OF A CROSSROADS, 81 FEET EAST OF
 HH0479'THE CENTERLINE OF THE HIGHWAY, 33 FEET NORTH OF THE CENTERLINE
 HH0479'OF THE CROSSROAD, AND 9 FEET SOUTH OF A ROW OF TREES.  A STANDARD
 HH0479'DISK, STAMPED E 89 RESET 1936 AND SET IN THE TOP OF A CONCRETE
 HH0479'POST.
 HH0479
 HH0479                          STATION RECOVERY (1973)
 HH0479
 HH0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0090 ***********************************************************************
 JH0090  DESIGNATION -  E 9
 JH0090  PID         -  JH0090
 JH0090  STATE/COUNTY-  KS/LOGAN
 JH0090  USGS QUAD   -  ELKADER NE (1972)
 JH0090
 JH0090                         *CURRENT SURVEY CONTROL
 JH0090  ___________________________________________________________________
 JH0090* NAD 83(1986)-  38 56 45.     (N)    100 51 08.     (W)     SCALED    
 JH0090* NAVD 88     -       920.753  (meters)    3020.84   (feet)  POSTED    
 JH0090  ___________________________________________________________________
 JH0090  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 JH0090  DYNAMIC HT  -         920.010 (meters)    3018.40  (feet)  COMP
 JH0090  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 JH0090
 JH0090  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JH0090
 JH0090.The horizontal coordinates were scaled from a topographic map and have
 JH0090.an estimated accuracy of +/- 6 seconds.
 JH0090
 JH0090.The orthometric height was determined by differential leveling
 JH0090.and adjusted by the National Geodetic Survey in 1992..
 JH0090.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JH0090.rate of 0.0 thru 1.0 mm/km.
 JH0090
 JH0090.The geoid height was determined by GEOID03.
 JH0090
 JH0090.The dynamic height is computed by dividing the NAVD 88
 JH0090.geopotential number by the normal gravity value computed on the
 JH0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0090.degrees latitude (g = 980.6199 gals.).
 JH0090
 JH0090.The modeled gravity was interpolated from observed gravity values.
 JH0090
 JH0090;                    North         East    Units  Estimated Accuracy
 JH0090;SPC KS N     -    71,890.      152,780.      MT  (+/- 180 meters Scaled)
 JH0090
 JH0090                          SUPERSEDED SURVEY CONTROL
 JH0090
 JH0090  NGVD 29 (??/??/92)  920.424  (m)         3019.76   (f) ADJ UNCH    1 2
 JH0090
 JH0090.Superseded values are not recommended for survey control.
 JH0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0090.See file dsdata.txt to determine how the superseded data were derived.
 JH0090
 JH0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ394123(NAD 83)
 JH0090_MARKER: DB = BENCH MARK DISK
 JH0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0090_STAMPING: E-9 1933
 JH0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0090+STABILITY: SURFACE MOTION
 JH0090
 JH0090  HISTORY     - Date     Condition        Report By
 JH0090  HISTORY     - 1933     MONUMENTED       CGS
 JH0090  HISTORY     - 1942     GOOD             NGS
 JH0090  HISTORY     - 1986     MARK NOT FOUND   NGS
 JH0090
 JH0090                          STATION DESCRIPTION
 JH0090
 JH0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0090'12.7 MI S FROM OAKLEY.
 JH0090'12.69 MILES SOUTH OF U.P.R.R. STATION AT OAKLEY 57 FEET WEST
 JH0090'OF CENTERLINE OF HIGHWAY U.S. 83, 24 FEET NORTH OF CENTERLINE
 JH0090'OF SECTION ROAD, 18 FEET SOUTH OF TELEPHONE POLE, ON WEST
 JH0090'HIGHWAY RIGHT OF WAY LINE.
 JH0090
 JH0090                          STATION RECOVERY (1942)
 JH0090
 JH0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0090'RECOVERED IN GOOD CONDITION.
 JH0090
 JH0090                          STATION RECOVERY (1986)
 JH0090
 JH0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0090'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0528 ***********************************************************************
 HH0528  DESIGNATION -  E 90 RESET
 HH0528  PID         -  HH0528
 HH0528  STATE/COUNTY-  KS/HAMILTON
 HH0528  USGS QUAD   -  SYRACUSE WEST SE (1966)
 HH0528
 HH0528                         *CURRENT SURVEY CONTROL
 HH0528  ___________________________________________________________________
 HH0528* NAD 83(1986)-  37 52 14.     (N)    101 45 43.     (W)     SCALED    
 HH0528* NAVD 88     -      1065.86   (meters)    3496.9    (feet)  RESET     
 HH0528  ___________________________________________________________________
 HH0528  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 HH0528
 HH0528  VERT ORDER  -  THIRD
 HH0528
 HH0528.The horizontal coordinates were scaled from a topographic map and have
 HH0528.an estimated accuracy of +/- 6 seconds.
 HH0528
 HH0528.The orthometric height was computed from unverified reset data.
 HH0528
 HH0528.The geoid height was determined by GEOID03.
 HH0528
 HH0528;                    North         East    Units  Estimated Accuracy
 HH0528;SPC KS S     -   538,630.      113,070.      MT  (+/- 180 meters Scaled)
 HH0528
 HH0528                          SUPERSEDED SURVEY CONTROL
 HH0528
 HH0528.No superseded survey control is available for this station.
 HH0528
 HH0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG570950(NAD 83)
 HH0528_MARKER: DB = BENCH MARK DISK
 HH0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0528_STAMPING: E 90 RESET 1965
 HH0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0528+STABILITY: SURFACE MOTION
 HH0528
 HH0528  HISTORY     - Date     Condition        Report By
 HH0528  HISTORY     - 1965     MONUMENTED       CGS
 HH0528
 HH0528                          STATION DESCRIPTION
 HH0528
 HH0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HH0528'7.6 MI S FROM SYRACUSE.
 HH0528'7.6 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE ATCHISON, TOPEKA
 HH0528'AND SANTA FE RAILWAY STATION AT SYRACUSE, HAMILTON COUNTY, 60
 HH0528'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 270, 24 FEET
 HH0528'NORTH OF AN EAST-WEST SECTION LINE FENCE, 2 FEET SOUTH OF A
 HH0528'METAL WITNESS POST, AND 2 FEET NORTH OF A CONCRETE RIGHT-OF-WAY
 HH0528'POST.  A STANDARD DISK STAMPED E 90 RESET 1965, IS SET IN THE
 HH0528'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0220 ***********************************************************************
 HH0220  DESIGNATION -  E 91
 HH0220  PID         -  HH0220
 HH0220  STATE/COUNTY-  KS/KEARNY
 HH0220  USGS QUAD   -  LAKIN SE (1978)
 HH0220
 HH0220                         *CURRENT SURVEY CONTROL
 HH0220  ___________________________________________________________________
 HH0220* NAD 83(1986)-  37 51 43.     (N)    101 19 16.     (W)     SCALED    
 HH0220* NAVD 88     -       931.373  (meters)    3055.68   (feet)  ADJUSTED  
 HH0220  ___________________________________________________________________
 HH0220  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 HH0220  DYNAMIC HT  -         930.511 (meters)    3052.85  (feet)  COMP
 HH0220  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 HH0220
 HH0220  VERT ORDER  -  SECOND    CLASS 0
 HH0220
 HH0220.The horizontal coordinates were scaled from a topographic map and have
 HH0220.an estimated accuracy of +/- 6 seconds.
 HH0220
 HH0220.The orthometric height was determined by differential leveling
 HH0220.and adjusted by the National Geodetic Survey in June 1991..
 HH0220
 HH0220.The geoid height was determined by GEOID03.
 HH0220
 HH0220.The dynamic height is computed by dividing the NAVD 88
 HH0220.geopotential number by the normal gravity value computed on the
 HH0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0220.degrees latitude (g = 980.6199 gals.).
 HH0220
 HH0220.The modeled gravity was interpolated from observed gravity values.
 HH0220
 HH0220;                    North         East    Units  Estimated Accuracy
 HH0220;SPC KS S     -   536,410.      151,810.      MT  (+/- 180 meters Scaled)
 HH0220
 HH0220                          SUPERSEDED SURVEY CONTROL
 HH0220
 HH0220  NGVD 29 (??/??/92)  930.961  (m)         3054.33   (f) ADJ UNCH    2 0
 HH0220
 HH0220.Superseded values are not recommended for survey control.
 HH0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0220.See file dsdata.txt to determine how the superseded data were derived.
 HH0220
 HH0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG958930(NAD 83)
 HH0220_MARKER: DB = BENCH MARK DISK
 HH0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0220_STAMPING: E 91 1935
 HH0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0220+STABILITY: SURFACE MOTION
 HH0220
 HH0220  HISTORY     - Date     Condition        Report By
 HH0220  HISTORY     - 1935     MONUMENTED       CGS
 HH0220
 HH0220                          STATION DESCRIPTION
 HH0220
 HH0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0220'1.6 MI S FROM LAKIN.
 HH0220'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE ATCHISON,
 HH0220'TOPEKA AND SANTA FE RAILWAY STATION AT LAKIN, KEARNY COUNTY,
 HH0220'THENCE ABOUT 0.6 MILE WEST, 2.0 MILES SOUTH, 2.4 MILES WEST,
 HH0220'AND 1.8 MILES SOUTH ALONG A GRAVEL ROAD (THE ABANDONED RIGHT-OF-WAY
 HH0220'OF STATE HIGHWAY 25), MIDWAY BETWEEN TWO SIGNS, 37 FEET WEST
 HH0220'OF THE CENTER LINE OF THE OLD HIGHWAY BED, 1.0 FOOT WEST OF A
 HH0220'FENCE, AND 2.0 FEET SOUTH OF A 4- BY 4-INCH WHITE POST PROJECTING
 HH0220'ABOUT 2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED E 91
 HH0220'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 HH0220'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0363 ***********************************************************************
 HH0363  DESIGNATION -  E 92
 HH0363  PID         -  HH0363
 HH0363  STATE/COUNTY-  KS/GRANT
 HH0363  USGS QUAD   -  WAGON BED SPRING (1974)
 HH0363
 HH0363                         *CURRENT SURVEY CONTROL
 HH0363  ___________________________________________________________________
 HH0363* NAD 83(1986)-  37 28 29.     (N)    101 21 44.     (W)     SCALED    
 HH0363* NAVD 88     -       937.809  (meters)    3076.80   (feet)  ADJUSTED  
 HH0363  ___________________________________________________________________
 HH0363  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 HH0363  DYNAMIC HT  -         936.921 (meters)    3073.88  (feet)  COMP
 HH0363  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 HH0363
 HH0363  VERT ORDER  -  SECOND    CLASS 0
 HH0363
 HH0363.The horizontal coordinates were scaled from a topographic map and have
 HH0363.an estimated accuracy of +/- 6 seconds.
 HH0363
 HH0363.The orthometric height was determined by differential leveling
 HH0363.and adjusted by the National Geodetic Survey in June 1991..
 HH0363
 HH0363.The geoid height was determined by GEOID03.
 HH0363
 HH0363.The dynamic height is computed by dividing the NAVD 88
 HH0363.geopotential number by the normal gravity value computed on the
 HH0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0363.degrees latitude (g = 980.6199 gals.).
 HH0363
 HH0363.The modeled gravity was interpolated from observed gravity values.
 HH0363
 HH0363;                    North         East    Units  Estimated Accuracy
 HH0363;SPC KS S     -   493,570.      146,870.      MT  (+/- 180 meters Scaled)
 HH0363
 HH0363                          SUPERSEDED SURVEY CONTROL
 HH0363
 HH0363  NGVD 29 (??/??/92)  937.418  (m)         3075.51   (f) ADJ UNCH    2 0
 HH0363
 HH0363.Superseded values are not recommended for survey control.
 HH0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0363.See file dsdata.txt to determine how the superseded data were derived.
 HH0363
 HH0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG911501(NAD 83)
 HH0363_MARKER: DB = BENCH MARK DISK
 HH0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0363_STAMPING: E 92 1935
 HH0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0363+STABILITY: SURFACE MOTION
 HH0363
 HH0363  HISTORY     - Date     Condition        Report By
 HH0363  HISTORY     - 1935     MONUMENTED       CGS
 HH0363  HISTORY     - 1972     MARK NOT FOUND   USGS
 HH0363
 HH0363                          STATION DESCRIPTION
 HH0363
 HH0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0363'7.2 MI S FROM ULYSSES.
 HH0363'ABOUT 7.2 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE HIGH
 HH0363'SCHOOL AT ULYSSES, GRANT COUNTY, 63 FEET SOUTHEAST OF THE CENTER
 HH0363'OF THE CROSSING OF AN EAST-AND-WEST ROAD, 15 FEET SOUTH OF THE
 HH0363'CENTER OF THE ROAD, 61 FEET EAST OF THE CENTER LINE OF THE
 HH0363'HIGHWAY, AND 1.3 FEET WEST OF A 4- BY 4-INCH WHITE POST PROJECTING
 HH0363'ABOUT 2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED E 92 1935
 HH0363'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT
 HH0363'ABOVE GROUND.
 HH0363
 HH0363                          STATION RECOVERY (1972)
 HH0363
 HH0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0446 ***********************************************************************
 HH0446  DESIGNATION -  E 93
 HH0446  PID         -  HH0446
 HH0446  STATE/COUNTY-  KS/MORTON
 HH0446  USGS QUAD   -  ELKHART NORTH (1973)
 HH0446
 HH0446                         *CURRENT SURVEY CONTROL
 HH0446  ___________________________________________________________________
 HH0446* NAD 83(1986)-  37 02 50.     (N)    101 53 57.     (W)     SCALED    
 HH0446* NAVD 88     -      1076.216  (meters)    3530.89   (feet)  ADJUSTED  
 HH0446  ___________________________________________________________________
 HH0446  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 HH0446  DYNAMIC HT  -        1075.115 (meters)    3527.27  (feet)  COMP
 HH0446  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 HH0446
 HH0446  VERT ORDER  -  SECOND    CLASS 0
 HH0446
 HH0446.The horizontal coordinates were scaled from a topographic map and have
 HH0446.an estimated accuracy of +/- 6 seconds.
 HH0446
 HH0446.The orthometric height was determined by differential leveling
 HH0446.and adjusted by the National Geodetic Survey in June 1991..
 HH0446
 HH0446.The geoid height was determined by GEOID03.
 HH0446
 HH0446.The dynamic height is computed by dividing the NAVD 88
 HH0446.geopotential number by the normal gravity value computed on the
 HH0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0446.degrees latitude (g = 980.6199 gals.).
 HH0446
 HH0446.The modeled gravity was interpolated from observed gravity values.
 HH0446
 HH0446;                    North         East    Units  Estimated Accuracy
 HH0446;SPC KS S     -   447,750.       97,670.      MT  (+/- 180 meters Scaled)
 HH0446
 HH0446                          SUPERSEDED SURVEY CONTROL
 HH0446
 HH0446  NGVD 29 (??/??/92) 1075.758  (m)         3529.38   (f) ADJ UNCH    2 0
 HH0446
 HH0446.Superseded values are not recommended for survey control.
 HH0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0446.See file dsdata.txt to determine how the superseded data were derived.
 HH0446
 HH0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG421040(NAD 83)
 HH0446_MARKER: DB = BENCH MARK DISK
 HH0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0446_SP_SET: CULVERT
 HH0446_STAMPING: E 93 1935
 HH0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0446
 HH0446  HISTORY     - Date     Condition        Report By
 HH0446  HISTORY     - 1935     MONUMENTED       CGS
 HH0446  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0446
 HH0446                          STATION DESCRIPTION
 HH0446
 HH0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0446'2.9 MI N FROM ELKHART.
 HH0446'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE HIGH
 HH0446'SCHOOL AT ELKHART, MORTON COUNTY, ABOUT 250 FEET NORTH OF A
 HH0446'SECTION-LINE FENCE, IN THE TOP OF A CONCRETE BOX CULVERT, AT THE
 HH0446'NORTH END OF THE EAST CURB, AND 30 FEET EAST OF THE CENTER LINE
 HH0446'OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 93 1935.
 HH0446
 HH0446                          STATION RECOVERY (1973)
 HH0446
 HH0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0284 ***********************************************************************
 KH0284  DESIGNATION -  E 94
 KH0284  PID         -  KH0284
 KH0284  STATE/COUNTY-  KS/RAWLINS
 KH0284  USGS QUAD   -  ATWOOD (1978)
 KH0284
 KH0284                         *CURRENT SURVEY CONTROL
 KH0284  ___________________________________________________________________
 KH0284* NAD 83(1986)-  39 49 22.     (N)    101 02 41.     (W)     SCALED    
 KH0284* NAVD 88     -       867.304  (meters)    2845.48   (feet)  ADJUSTED  
 KH0284  ___________________________________________________________________
 KH0284  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 KH0284  DYNAMIC HT  -         866.670 (meters)    2843.40  (feet)  COMP
 KH0284  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 KH0284
 KH0284  VERT ORDER  -  SECOND    CLASS 0
 KH0284
 KH0284.The horizontal coordinates were scaled from a topographic map and have
 KH0284.an estimated accuracy of +/- 6 seconds.
 KH0284
 KH0284.The orthometric height was determined by differential leveling
 KH0284.and adjusted by the National Geodetic Survey in June 1991..
 KH0284
 KH0284.The geoid height was determined by GEOID03.
 KH0284
 KH0284.The dynamic height is computed by dividing the NAVD 88
 KH0284.geopotential number by the normal gravity value computed on the
 KH0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0284.degrees latitude (g = 980.6199 gals.).
 KH0284
 KH0284.The modeled gravity was interpolated from observed gravity values.
 KH0284
 KH0284;                    North         East    Units  Estimated Accuracy
 KH0284;SPC KS N     -   169,730.      139,380.      MT  (+/- 180 meters Scaled)
 KH0284
 KH0284                          SUPERSEDED SURVEY CONTROL
 KH0284
 KH0284  NGVD 29 (??/??/92)  866.962  (m)         2844.36   (f) ADJ UNCH    2 0
 KH0284
 KH0284.Superseded values are not recommended for survey control.
 KH0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0284.See file dsdata.txt to determine how the superseded data were derived.
 KH0284
 KH0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK250100(NAD 83)
 KH0284_MARKER: DB = BENCH MARK DISK
 KH0284_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KH0284_SP_SET: BUILDING WALL
 KH0284_STAMPING: E 94 1935
 KH0284_MARK LOGO: CGS   
 KH0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0284+STABILITY: SURFACE MOTION
 KH0284
 KH0284  HISTORY     - Date     Condition        Report By
 KH0284  HISTORY     - 1935     MONUMENTED       CGS
 KH0284  HISTORY     - 1942     GOOD             NGS
 KH0284  HISTORY     - 1987     GOOD             NOSAMC
 KH0284
 KH0284                          STATION DESCRIPTION
 KH0284
 KH0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0284'AT ATWOOD.
 KH0284'ALONG THE C.B. AND Q. RY., ABOUT 100 YDS. E. OF THE DEPOT, AT THE
 KH0284'OFFICE AND WAREHOUSE OF THE ATWOOD EQUITY GRAIN ELEVATOR, ABOUT
 KH0284'28 FT. N. OF THE CENTER OF THE TRACK, IN THE S. WALL, ABOUT 8
 KH0284'FT. W. OF THE E. END AND ABOUT 3 1/2 FT. ABOVE THE TOP OF THE RAIL.
 KH0284
 KH0284                          STATION RECOVERY (1942)
 KH0284
 KH0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0284'RECOVERED IN GOOD CONDITION.
 KH0284
 KH0284                          STATION RECOVERY (1987)
 KH0284
 KH0284'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KH0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0499 ***********************************************************************
 KH0499  DESIGNATION -  E 96
 KH0499  PID         -  KH0499
 KH0499  STATE/COUNTY-  KS/CHEYENNE
 KH0499  USGS QUAD   -  BIRD CITY NORTH (1976)
 KH0499
 KH0499                         *CURRENT SURVEY CONTROL
 KH0499  ___________________________________________________________________
 KH0499* NAD 83(1986)-  39 45 22.     (N)    101 31 53.     (W)     SCALED    
 KH0499* NAVD 88     -      1052.571  (meters)    3453.31   (feet)  ADJUSTED  
 KH0499  ___________________________________________________________________
 KH0499  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 KH0499  DYNAMIC HT  -        1051.752 (meters)    3450.62  (feet)  COMP
 KH0499  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 KH0499
 KH0499  VERT ORDER  -  SECOND    CLASS 0
 KH0499
 KH0499.The horizontal coordinates were scaled from a topographic map and have
 KH0499.an estimated accuracy of +/- 6 seconds.
 KH0499
 KH0499.The orthometric height was determined by differential leveling
 KH0499.and adjusted by the National Geodetic Survey in June 1991..
 KH0499
 KH0499.The geoid height was determined by GEOID03.
 KH0499
 KH0499.The dynamic height is computed by dividing the NAVD 88
 KH0499.geopotential number by the normal gravity value computed on the
 KH0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0499.degrees latitude (g = 980.6199 gals.).
 KH0499
 KH0499.The modeled gravity was interpolated from observed gravity values.
 KH0499
 KH0499;                    North         East    Units  Estimated Accuracy
 KH0499;SPC KS N     -   163,850.       97,450.      MT  (+/- 180 meters Scaled)
 KH0499
 KH0499                          SUPERSEDED SURVEY CONTROL
 KH0499
 KH0499  NGVD 29 (??/??/92) 1052.138  (m)         3451.89   (f) ADJ UNCH    2 0
 KH0499
 KH0499.Superseded values are not recommended for survey control.
 KH0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0499.See file dsdata.txt to determine how the superseded data were derived.
 KH0499
 KH0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK831037(NAD 83)
 KH0499_MARKER: DB = BENCH MARK DISK
 KH0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0499_SP_SET: CONCRETE FOUNDATION
 KH0499_STAMPING: E 96 1935
 KH0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0499
 KH0499  HISTORY     - Date     Condition        Report By
 KH0499  HISTORY     - 1935     MONUMENTED       CGS
 KH0499
 KH0499                          STATION DESCRIPTION
 KH0499
 KH0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0499'IN BIRD CITY.
 KH0499'IN TOWN.  ALONG THE C.B. AND Q. RY., ABOUT 100 YDS. E. OF THE
 KH0499'DEPOT, AT THE MORRISON GRAIN CO. ELEVATOR, ON THE S. SIDE, ABOUT
 KH0499'42 FT. N. OF THE CENTER LINE OF THE MAIN TRACK, AT THE S.E.
 KH0499'CORNER, 1 FT. S. OF THE S. WALL, AND SET ON THE CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0152 ***********************************************************************
 JH0152  DESIGNATION -  E 97
 JH0152  PID         -  JH0152
 JH0152  STATE/COUNTY-  KS/LOGAN
 JH0152  USGS QUAD   -  WEST OF RUSSELL SPRINGS (1969)
 JH0152
 JH0152                         *CURRENT SURVEY CONTROL
 JH0152  ___________________________________________________________________
 JH0152* NAD 83(1986)-  38 54 16.     (N)    101 20 00.     (W)     SCALED    
 JH0152* NAVD 88     -       918.892  (meters)    3014.73   (feet)  ADJUSTED  
 JH0152  ___________________________________________________________________
 JH0152  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 JH0152  DYNAMIC HT  -         918.129 (meters)    3012.23  (feet)  COMP
 JH0152  MODELED GRAV-     979,766.3   (mgal)                       NAVD 88
 JH0152
 JH0152  VERT ORDER  -  SECOND    CLASS 0
 JH0152
 JH0152.The horizontal coordinates were scaled from a topographic map and have
 JH0152.an estimated accuracy of +/- 6 seconds.
 JH0152
 JH0152.The orthometric height was determined by differential leveling
 JH0152.and adjusted by the National Geodetic Survey in June 1991..
 JH0152
 JH0152.The geoid height was determined by GEOID03.
 JH0152
 JH0152.The dynamic height is computed by dividing the NAVD 88
 JH0152.geopotential number by the normal gravity value computed on the
 JH0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0152.degrees latitude (g = 980.6199 gals.).
 JH0152
 JH0152.The modeled gravity was interpolated from observed gravity values.
 JH0152
 JH0152;                    North         East    Units  Estimated Accuracy
 JH0152;SPC KS N     -    68,720.      110,930.      MT  (+/- 180 meters Scaled)
 JH0152
 JH0152                          SUPERSEDED SURVEY CONTROL
 JH0152
 JH0152  NGVD 29 (??/??/92)  918.524  (m)         3013.52   (f) ADJ UNCH    2 0
 JH0152
 JH0152.Superseded values are not recommended for survey control.
 JH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0152.See file dsdata.txt to determine how the superseded data were derived.
 JH0152
 JH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ976087(NAD 83)
 JH0152_MARKER: DB = BENCH MARK DISK
 JH0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0152_STAMPING: E 97 1935
 JH0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0152+STABILITY: SURFACE MOTION
 JH0152
 JH0152  HISTORY     - Date     Condition        Report By
 JH0152  HISTORY     - 1935     MONUMENTED       CGS
 JH0152  HISTORY     - 1940     GOOD             NGS
 JH0152  HISTORY     - 1966     GOOD             USGS
 JH0152
 JH0152                          STATION DESCRIPTION
 JH0152
 JH0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0152'8.8 MI SW FROM RUSSELL SPRINGS.
 JH0152'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0152'SOUTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 8.8 MILES.  BENCH
 JH0152'MARK IS AT THE NORTHEAST CORNER OF A T-INTERSECTION OF STATE
 JH0152'HIGHWAY WITH A ROAD TO THE NORTH, APPROXIMATELY 110 YARDS
 JH0152'NORTHEAST ACROSS THE HIGHWAY FROM A WINDMILL, 170 FEET NORTH
 JH0152'OF CENTER OF THE HIGHWAY, 73 FEET NORTH OF CENTER LINE OF THE
 JH0152'HIGHWAY, 26.5 FEET NORTH OF A FENCE CORNER, 11 FEET EAST OF CENTER
 JH0152'LINE OF THE NORTH-SOUTH ROAD, 2.4 FEET SOUTH OF A 4 X 4 INCH
 JH0152'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET, 1.2 FEET WEST
 JH0152'OF A FENCE.  MONUMENT PROJECTS 0.4 FOOT.
 JH0152
 JH0152                          STATION RECOVERY (1966)
 JH0152
 JH0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JH0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0181 ***********************************************************************
 JH0181  DESIGNATION -  E 98 RESET
 JH0181  PID         -  JH0181
 JH0181  STATE/COUNTY-  KS/WICHITA
 JH0181  USGS QUAD   -  CORONADO CEMETERY (1968)
 JH0181
 JH0181                         *CURRENT SURVEY CONTROL
 JH0181  ___________________________________________________________________
 JH0181* NAD 83(1986)-  38 34 55.     (N)    101 22 05.     (W)     SCALED    
 JH0181* NAVD 88     -       991.96   (+/-2cm)    3254.5    (feet)  VERTCON   
 JH0181  ___________________________________________________________________
 JH0181  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JH0181
 JH0181  VERT ORDER  -  ? (See Below)
 JH0181
 JH0181.The horizontal coordinates were scaled from a topographic map and have
 JH0181.an estimated accuracy of +/- 6 seconds.
 JH0181
 JH0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0181.The vertical order pertains to the NGVD 29 superseded value.
 JH0181
 JH0181.The geoid height was determined by GEOID03.
 JH0181
 JH0181;                    North         East    Units  Estimated Accuracy
 JH0181;SPC KS S     -   616,420.      150,130.      MT  (+/- 180 meters Scaled)
 JH0181
 JH0181                          SUPERSEDED SURVEY CONTROL
 JH0181
 JH0181  NGVD 29 (??/??/92)  991.578  (m)         3253.20   (f) ADJ UNCH    ?  
 JH0181
 JH0181.Superseded values are not recommended for survey control.
 JH0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0181.See file dsdata.txt to determine how the superseded data were derived.
 JH0181
 JH0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH937730(NAD 83)
 JH0181_MARKER: DB = BENCH MARK DISK
 JH0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0181_SP_SET: STEP
 JH0181_STAMPING: E 98 1940
 JH0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0181
 JH0181  HISTORY     - Date     Condition        Report By
 JH0181  HISTORY     - 1940     MONUMENTED       CGS
 JH0181
 JH0181                          STATION DESCRIPTION
 JH0181
 JH0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0181'7.7 MI N FROM LEOTI.
 JH0181'7.7 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE
 JH0181'AT LEOTI, WICHITA COUNTY, AT THE NORTH END OF CONCRETE
 JH0181'BRIDGE NO. 25.102 25.8 OVER BEAVER CREEK, AT THE CENTER OF
 JH0181'THE OUTSIDE CURVED PORTION OF THE CONCRETE CURBING, AND IN THE
 JH0181'TOP OF THE FIRST STEP ABOVE THE HIGHWAY.  A STANDARD DISK,
 JH0181'STAMPED E 98 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0219 ***********************************************************************
 JH0219  DESIGNATION -  E 99 RESET
 JH0219  PID         -  JH0219
 JH0219  STATE/COUNTY-  KS/WICHITA
 JH0219  USGS QUAD   -  LYDIA (1970)
 JH0219
 JH0219                         *CURRENT SURVEY CONTROL
 JH0219  ___________________________________________________________________
 JH0219* NAD 83(1986)-  38 16 43.     (N)    101 18 35.     (W)     SCALED    
 JH0219* NAVD 88     -       995.844  (meters)    3267.20   (feet)  ADJUSTED  
 JH0219  ___________________________________________________________________
 JH0219  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 JH0219  DYNAMIC HT  -         994.975 (meters)    3264.35  (feet)  COMP
 JH0219  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 JH0219
 JH0219  VERT ORDER  -  SECOND    CLASS 0
 JH0219
 JH0219.The horizontal coordinates were scaled from a topographic map and have
 JH0219.an estimated accuracy of +/- 6 seconds.
 JH0219
 JH0219.The orthometric height was determined by differential leveling
 JH0219.and adjusted by the National Geodetic Survey in June 1991..
 JH0219
 JH0219.The geoid height was determined by GEOID03.
 JH0219
 JH0219.The dynamic height is computed by dividing the NAVD 88
 JH0219.geopotential number by the normal gravity value computed on the
 JH0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0219.degrees latitude (g = 980.6199 gals.).
 JH0219
 JH0219.The modeled gravity was interpolated from observed gravity values.
 JH0219
 JH0219;                    North         East    Units  Estimated Accuracy
 JH0219;SPC KS S     -   582,610.      154,200.      MT  (+/- 180 meters Scaled)
 JH0219
 JH0219                          SUPERSEDED SURVEY CONTROL
 JH0219
 JH0219  NGVD 29 (??/??/92)  995.465  (m)         3265.95   (f) ADJ UNCH    2 0
 JH0219
 JH0219.Superseded values are not recommended for survey control.
 JH0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0219.See file dsdata.txt to determine how the superseded data were derived.
 JH0219
 JH0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH979392(NAD 83)
 JH0219_MARKER: DB = BENCH MARK DISK
 JH0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0219_STAMPING: E 99 RESET 1936
 JH0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0219+STABILITY: SURFACE MOTION
 JH0219
 JH0219  HISTORY     - Date     Condition        Report By
 JH0219  HISTORY     - 1936     MONUMENTED       CGS
 JH0219  HISTORY     - 1940     GOOD             NGS
 JH0219
 JH0219                          STATION DESCRIPTION
 JH0219
 JH0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0219'16 MI SSE FROM LEOTI.
 JH0219'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED SOUTH-SOUTHEAST
 JH0219'ALONG STATE HIGHWAY NO. 25, GO 16.0 MILES.  BENCH MARK IS AT
 JH0219'THE NORTHEAST CORNER OF T-INTERSECTION OF STATE HIGHWAY NO. 25
 JH0219'WITH DIM NORTH-SOUTH ROAD INTO FIELD AT SECTION CORNER, 0.4 MILE
 JH0219'EAST OF A ZION LUTHERN CHURCH BUILDING, 64 FEET NORTHEAST OF
 JH0219'CENTER OF THE INTERSECTION, 61 FEET NORTH OF CENTER LINE OF THE
 JH0219'HIGHWAY, 15 FEET EAST OF CENTER LINE OF THE DIM ROAD, NORTH OF
 JH0219'CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF CENTER LINE OF THE
 JH0219'DIM ROAD, 2.0 FEET SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED
 JH0219'WHITE PROJECTING 2.0 FEET, 1.0 FOOT NORTH OF A CONCRETE HIGHWAY
 JH0219'RIGHT-OF-WAY MARKER.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0644 ***********************************************************************
 JH0644  DESIGNATION -  EAGLE
 JH0644  PID         -  JH0644
 JH0644  STATE/COUNTY-  KS/WALLACE
 JH0644  USGS QUAD   -  SHARON SPRINGS WEST (1979)
 JH0644
 JH0644                         *CURRENT SURVEY CONTROL
 JH0644  ___________________________________________________________________
 JH0644* NAD 83(1997)-  38 52 36.69169(N)    101 45 01.72703(W)     ADJUSTED  
 JH0644* NAVD 88     -      1076.     (meters)    3530.     (feet)  SCALED    
 JH0644  ___________________________________________________________________
 JH0644  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 JH0644  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JH0644
 JH0644  HORZ ORDER  -  SECOND
 JH0644
 JH0644.The horizontal coordinates were established by classical geodetic methods
 JH0644.and adjusted by the National Geodetic Survey in October 1998..
 JH0644
 JH0644.The orthometric height was scaled from a topographic map.
 JH0644
 JH0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0644
 JH0644.The geoid height was determined by GEOID03.
 JH0644
 JH0644;                    North         East     Units Scale Factor Converg.
 JH0644;SPC KS N     -    67,075.505    74,647.222   MT  0.99997801   -2 22 22.7
 JH0644;UTM  14      - 4,306,707.704   261,399.222   MT  1.00030109   -1 43 37.7
 JH0644
 JH0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0644!SPC KS N     -   0.99983489  x   0.99997801  =   0.99981291
 JH0644!UTM  14      -   0.99983489  x   1.00030109  =   1.00013593
 JH0644
 JH0644|---------------------------------------------------------------------|
 JH0644| PID    Reference Object                     Distance      Geod. Az  |
 JH0644|                                                           dddmmss.s |
 JH0644| CM8000 EAGLE RM 1                           14.580 METERS 07526     |
 JH0644| CM8001 EAGLE RM 2                           15.683 METERS 18139     |
 JH0644| JH0642 SHARON SPRINGS MUNICIPAL TANK       APPROX. 2.5 KM 3553854.0 |
 JH0644|---------------------------------------------------------------------|
 JH0644
 JH0644                          SUPERSEDED SURVEY CONTROL
 JH0644
 JH0644  NAD 83(1986)-  38 52 36.69270(N)    101 45 01.72648(W) AD(       ) 2
 JH0644  NAD 27      -  38 52 36.65994(N)    101 45 00.11319(W) AD(       ) 2
 JH0644
 JH0644.Superseded values are not recommended for survey control.
 JH0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0644.See file dsdata.txt to determine how the superseded data were derived.
 JH0644
 JH0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6139906708(NAD 83)
 JH0644_MARKER: DD = SURVEY DISK
 JH0644_SETTING: 0 = UNSPECIFIED SETTING
 JH0644
 JH0644  HISTORY     - Date     Condition        Report By
 JH0644  HISTORY     - 1967     MONUMENTED       USGS
 JH0644  HISTORY     - 1974     GOOD             USAF
 JH0644
 JH0644                          STATION DESCRIPTION
 JH0644
 JH0644'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0644'THE STATION IS LOCATED ABOUT 1.5 MI S. OF SHARON SPRINGS, T.
 JH0644'13 S., R. 40 W., NEAR THE CENTER OF THE S. HALF OF SEC. 34.
 JH0644'
 JH0644'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 40 AND
 JH0644'STATE HWY. 27 IN SHARON SPRINGS, GO S. ON STATE HWY. 27 1.75 MI
 JH0644'TO CREST OF SMALL HILL AND STATION ON THE LEFT.
 JH0644'
 JH0644'STATION MARK IS 263 FT N. AND 93 FT E. OF CENTER OF HWY. AT
 JH0644'FENCE LINE W., 12 FT S. AND 2 FT W. OF S. T-FENCE E. AROUND SMALL
 JH0644'RADIO RELAY BUILDING.  2.2 FT W. OF E. RIGHT-OF-WAY FENCE AND USGS
 JH0644'WITNESS POST.  STAMPED ET EAGLE 1967.
 JH0644'
 JH0644'REFERENCE MARK NO. 1 IS ENE. OF STATION, 1.5 FT N. AND 47 FT E.
 JH0644'OF S. T-FENCE E. AROUND SMALL RADIO RELAY BUILDING, 12 FT S. AND
 JH0644'14 FT W. OF SW. COR. OF SMALL RADIO RELAY BUILDING.  STAMPED EAGLE
 JH0644'NO. 1 1967.
 JH0644'
 JH0644'REFERENCE MARK NO. 2 IS S. OF STATION, 211 FT N. AND 88 FT E.
 JH0644'OF CENTER OF HWY. AT FENCE LINE W., 2.5 FT W. OF E. RIGHT-OF-WAY
 JH0644'FENCE.  STAMPED EAGLE NO. 2 1967.
 JH0644'
 JH0644'AZIMUTH MARK IS LOCATED ABOUT 1.7 MI NNW. OF STATION--SHARON
 JH0644'SPRINGS MWT LOCATED JUST W. OF SHARON SPRINGS GRADE SCHOOL.  POINT
 JH0644'SIGHTED ON - RED LIGHT ON TOP OF WATER TANK, BUILT IN 1919.
 JH0644'
 JH0644'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE
 JH0644'FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER
 JH0644'COATED RODS, CENTERED IN 6 IN. DIAMETER TILES 12 IN. LONG FILLED
 JH0644'WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 JH0644
 JH0644                          STATION RECOVERY (1974)
 JH0644
 JH0644'RECOVERY NOTE BY US AIR FORCE 1974
 JH0644'STATION AND BOTH R.M.S WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JH0644'
 JH0644'THE 1967 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1454 ***********************************************************************
 HF1454  DESIGNATION -  EAGLE
 HF1454  PID         -  HF1454
 HF1454  STATE/COUNTY-  KS/KINGMAN
 HF1454  USGS QUAD   -  MURDOCK (1965)
 HF1454
 HF1454                         *CURRENT SURVEY CONTROL
 HF1454  ___________________________________________________________________
 HF1454* NAD 83(1997)-  37 31 13.91072(N)    097 58 19.06343(W)     ADJUSTED  
 HF1454* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 HF1454  ___________________________________________________________________
 HF1454  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 HF1454  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HF1454
 HF1454  HORZ ORDER  -  FIRST
 HF1454
 HF1454.The horizontal coordinates were established by classical geodetic methods
 HF1454.and adjusted by the National Geodetic Survey in October 1998..
 HF1454
 HF1454.The orthometric height was scaled from a topographic map.
 HF1454
 HF1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1454
 HF1454.The geoid height was determined by GEOID03.
 HF1454
 HF1454;                    North         East     Units Scale Factor Converg.
 HF1454;SPC KS S     -   494,898.019   446,677.076   MT  0.99995979   +0 19 28.2
 HF1454;UTM  14      - 4,153,115.483   590,844.735   MT  0.99970165   +0 37 34.2
 HF1454
 HF1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1454!SPC KS S     -   0.99992911  x   0.99995979  =   0.99988890
 HF1454!UTM  14      -   0.99992911  x   0.99970165  =   0.99963078
 HF1454
 HF1454|---------------------------------------------------------------------|
 HF1454| PID    Reference Object                     Distance      Geod. Az  |
 HF1454|                                                           dddmmss.s |
 HF1454| CL5104 EAGLE RM 1                           27.672 METERS 02748     |
 HF1454| HF1441 CHENEY CO LT PWR W RAD MAST         APPROX.20.6 KM 0544215.1 |
 HF1454| HF1445 CHENEY COOP GRAIN ELEVATOR          APPROX.20.3 KM 0544550.6 |
 HF1454| HF1440 GARDEN PLAIN ST ANTHONY CH          APPROX.29.7 KM 0584710.0 |
 HF1454| CL5106 EAGLE RM 3                           13.720 METERS 09151     |
 HF1454| CL5105 EAGLE RM 2                           40.825 METERS 18004     |
 HF1454| CL5103 EAGLE AZ MK                                        2475340.6 |
 HF1454| HF1453 BELMONT COOP GRAIN ELEVATOR         APPROX. 1.4 KM 2875711.3 |
 HF1454|---------------------------------------------------------------------|
 HF1454
 HF1454                          SUPERSEDED SURVEY CONTROL
 HF1454
 HF1454  NAD 83(1997)-  37 31 13.91643(N)    097 58 19.06504(W) AD(       ) 1
 HF1454  NAD 83(1986)-  37 31 13.91860(N)    097 58 19.06095(W) AD(       ) 1
 HF1454  NAD 27      -  37 31 13.86047(N)    097 58 17.85651(W) AD(       ) 1
 HF1454
 HF1454.Superseded values are not recommended for survey control.
 HF1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1454.See file dsdata.txt to determine how the superseded data were derived.
 HF1454
 HF1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9084553115(NAD 83)
 HF1454_MARKER: DS = TRIANGULATION STATION DISK
 HF1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1454
 HF1454  HISTORY     - Date     Condition        Report By
 HF1454  HISTORY     - 1940     MONUMENTED       CGS
 HF1454  HISTORY     - 1957     GOOD             CGS
 HF1454  HISTORY     - 1962     GOOD             CGS
 HF1454  HISTORY     - 1965     MARK NOT FOUND   CGS
 HF1454
 HF1454                          STATION DESCRIPTION
 HF1454
 HF1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1454'STATION IS LOCATED ABOUT 0.75 MILE E OF BELMONT, AT THE
 HF1454'E EDGE OF A CULTIVATED FIELD, NEAR THE SE CORNER OF THE SE
 HF1454'1/4 OF SECTION 16, T 29 S, R 6 W.
 HF1454'
 HF1454'THE STATION MARK IS STAMPED EAGLE 1940 AND PROJECTS 6 INCHES.
 HF1454'IT IS 4 FEET S OF A WHITE REFERENCE POST, AND 20 FEET W
 HF1454'OF THE CENTER OF A GRAVEL ROAD.
 HF1454'
 HF1454'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 HF1454'STANDARD BRONZE DISKS SET IN CONCRETE.
 HF1454'
 HF1454'REFERENCE MARK NO. 1 IS STAMPED EAGLE NO. 1 1940 AND PROJECTS
 HF1454'6 INCHES.  IT IS 20 FEET E OF THE CENTER OF A GRAVEL ROAD AND
 HF1454'1 FOOT W OF A FENCE.
 HF1454'
 HF1454'REFERENCE MARK NO. 2 IS STAMPED EAGLE NO. 2 1940 AND PROJECTS
 HF1454'6 INCHES.  IT IS 20 FEET W OF THE CENTER OF A GRAVEL ROAD.
 HF1454'
 HF1454'THE AZIMUTH MARK IS STAMPED EAGLE 1940 AND PROJECTS 6 INCHES.
 HF1454'IT IS 2 FEET NE OF A WHITE REFERENCE POST, 2 FEET N OF A
 HF1454'TELEPHONE POLE, 31 FEET N OF THE CENTER OF A GRAVEL ROAD AND
 HF1454'28 FEET E OF A FENCE CORNER.
 HF1454'
 HF1454'TO REACH STATION FROM THE RAILROAD DEPOT IN BELMONT, GO W 0.15
 HF1454'MILE TO MAIN ROAD, TURN LEFT (S) AND GO 0.5 MILE TO A ROAD
 HF1454'TO THE LEFT (E), TURN LEFT AND GO 0.5 MILE TO THE AZIMUTH
 HF1454'MARK ON THE LEFT, (N), SIDE OF THE ROAD, CONTINUE E 0.5 MILE
 HF1454'TO A CROSS ROAD, TURN LEFT, (N), AND GO 0.2 MILE TO THE
 HF1454'STATION ON THE LEFT, (W) SIDE OF ROAD.
 HF1454'
 HF1454'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HF1454
 HF1454                          STATION RECOVERY (1957)
 HF1454
 HF1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1454'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HF1454'FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 HF1454'
 HF1454'THE STATION IS LOCATED AIRLINE, ABOUT 6-1/2 MILES SOUTH-SOUTHWEST
 HF1454'OF MURDOCK AND ABOUT 3/4 MILE EAST-SOUTHEAST OF BELMONT ALONG
 HF1454'THE WEST SIDE OF A NORTH-SOUTH FARM ROAD.
 HF1454'
 HF1454'THE STATION IS A STANDARD DISK STAMPED EAGLE 1940 SET IN
 HF1454'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 2
 HF1454'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 20 FEET WEST OF THE
 HF1454'CENTER LINE OF THE FARM ROAD.
 HF1454'
 HF1454'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EAGLE NO 1
 HF1454'1940 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 HF1454'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND AND IS ABOUT THE
 HF1454'SAME ELEVATION AS THE STATION.  IT IS 20 FEET EAST OF THE CENTER
 HF1454'LINE OF THE FARM ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE
 HF1454'LINE.
 HF1454'
 HF1454'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EAGLE
 HF1454'NO 2 1940 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HF1454'IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 HF1454'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 20 FEET
 HF1454'WEST OF THE CENTER LINE OF A FARM ROAD.
 HF1454'
 HF1454'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EAGLE 1940 SET IN
 HF1454'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1454'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 31 FEET NORTH OF THE
 HF1454'CENTER LINE OF THE FARM ROAD, 28 FEET EAST OF A FENCE CORNER
 HF1454'AND 2 FEET NORTHEAST OF A WHITE WITNESS POST.
 HF1454'
 HF1454'TO REACH THE STATION FROM THE MISSOURI PACIFIC RAILROAD DEPOT
 HF1454'IN BELMONT, GO WEST FOR 0.15 MILE, TURN LEFT AND GO SOUTH FOR
 HF1454'0.5 MILE, TURN LEFT AND GO EAST FOR 0.5 MILE TO A WHITE
 HF1454'WITNESS POST ON THE LEFT, NORTH SIDE AND THE AZIMUTH MARK.
 HF1454'CONTINUE EAST ON THE DIRT ROAD FOR 0.5 MILE, TURN LEFT AND GO
 HF1454'NORTH FOR 0.2 MILE TO THE STATION ON THE LEFT, WEST SIDE OF
 HF1454'THE ROAD.
 HF1454'
 HF1454'THERE WAS NO AVAILABLE MATERIAL TO MAKE A COMPARISON BETWEEN THE
 HF1454'NEW AND OLD WORK.
 HF1454
 HF1454                          STATION RECOVERY (1962)
 HF1454
 HF1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1454'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HF1454'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HF1454'THE DIRECTION TO ALL MARKS WERE VERIFIED.  THE DISTANCE TO
 HF1454'REFERENCE MARK NO. 1 WAS VERIFIED.  THE DISTANCE TO REFERENCE
 HF1454'MARK NO. 2 MISSED THE 1957 MEASUREMENT BY .034 METERS.
 HF1454'
 HF1454'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 HF1454'
 HF1454'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HF1454'
 HF1454'THE STATION IS ABOUT 6-1/2 MILES SOUTH OF MURDOCK, 3/4 MILE
 HF1454'EAST OF BELMONT, ON THE WEST SIDE OF A GRAVELED ROAD AND
 HF1454'ON LAND OWNED BY THE KURT ESTATE.
 HF1454'
 HF1454'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE
 HF1454'OF BELMONT, GO WEST ON A GRAVELED ROAD FOR 0.15 MILE TO
 HF1454'A T-INTERSECTION.  TURN LEFT, SOUTH, ON A BLACKTOP ROAD FOR
 HF1454'0.3 MILE TO A CROSSROAD.  TURN LEFT, EAST, ON A GRAVELED
 HF1454'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 HF1454'AHEAD, EAST, ON THE GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD.
 HF1454'TURN LEFT, NORTH, ON A GRAVELED ROAD FOR 0.3 MILE TO THE
 HF1454'STATION ON THE LEFT.
 HF1454'
 HF1454'STATION MARK, A STANDARD DISK STAMPED EAGLE 1940.  THE SURFACE DISK
 HF1454'IS SET IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW
 HF1454'THE SURFACE OF THE GROUND.  IT IS 17 FEET WEST OF THE CENTER
 HF1454'OF THE GRAVELED ROAD AND AT THE EAST EDGE OF A CULTIVATED
 HF1454'FIELD.  THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 HF1454'
 HF1454'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EAGLE RM 1 1940,
 HF1454'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HF1454'OF THE GROUND.  IT IS 24 FEET EAST OF THE CENTER OF THE
 HF1454'GRAVELED ROAD.
 HF1454'
 HF1454'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EAGLE RM 2 1940, IS
 HF1454'SET IN A SQUARE CONCRETE POST WHICH IS 4 INCHES BELOW THE
 HF1454'SURFACE OF THE GROUND.  IT IS 17.5 FEET WEST OF THE CENTER
 HF1454'OF THE GRAVELED ROAD AND AT THE EAST EDGE OF THE CULTIVATED
 HF1454'FIELD.
 HF1454'
 HF1454'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED EAGLE NO 3 1940
 HF1454'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HF1454'IS 27 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND 3 FEET
 HF1454'NORTH OF A METAL WITNESS POST.
 HF1454'
 HF1454'AZIMUTH MARK, A STANDARD DISK STAMPED EAGLE 1940, IS SET IN
 HF1454'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 31 FEET
 HF1454'NORTH OF THE CENTER OF A GRAVELED ROAD, 28 FEET EAST OF
 HF1454'A CORNER FENCE POST, 1.5 FEET EAST OF A METAL WITNESS POST
 HF1454'AND AT THE SOUTH EDGE OF A CULTIVATED FIELD.
 HF1454'
 HF1454'NOTE, REFERENCE MARKS NO. 1 AND NO. 3 WERE MEASURED WITH A
 HF1454'30 METER TAPE PULLING 5 KG. TAPE TENSION.
 HF1454'
 HF1454'REFERENCE MARK NO. 2 WAS MEASURED WITH A 300 FOOT TAPE PULLING
 HF1454'7 KG. TAPE TENSION.
 HF1454'
 HF1454'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HF1454
 HF1454                          STATION RECOVERY (1965)
 HF1454
 HF1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HF1454'THE MARK WOULD BE IN A CULTIVATED FIELD.  COULD NOT FIND IT WITH THE
 HF1454'DESCRIPTION.  FOUND A MARK STAMPED EAGLE NO. 3 ON EAST SIDE OF
 HF1454'ROAD OPPOSITE FROM WHERE THE STATION SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0774 ***********************************************************************
 KG0774  DESIGNATION -  EAGLE
 KG0774  PID         -  KG0774
 KG0774  STATE/COUNTY-  KS/ELLIS
 KG0774  USGS QUAD   -  MOUTH OF WILD HORSE CREEK (1963)
 KG0774
 KG0774                         *CURRENT SURVEY CONTROL
 KG0774  ___________________________________________________________________
 KG0774* NAD 83(1997)-  39 04 35.78758(N)    099 34 29.66823(W)     ADJUSTED  
 KG0774* NAVD 88     -       700.     (meters)    2297.     (feet)  SCALED    
 KG0774  ___________________________________________________________________
 KG0774  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 KG0774  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 KG0774
 KG0774  HORZ ORDER  -  THIRD
 KG0774
 KG0774.The horizontal coordinates were established by classical geodetic methods
 KG0774.and adjusted by the National Geodetic Survey in October 1998..
 KG0774
 KG0774.The orthometric height was scaled from a topographic map.
 KG0774
 KG0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0774
 KG0774.The geoid height was determined by GEOID03.
 KG0774
 KG0774;                    North         East     Units Scale Factor Converg.
 KG0774;SPC KS N     -    83,696.512   263,730.760   MT  0.99996144   -0 59 47.3
 KG0774;UTM  14      - 4,325,435.145   450,271.275   MT  0.99963045   -0 21 44.7
 KG0774
 KG0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0774!SPC KS N     -   0.99989420  x   0.99996144  =   0.99985565
 KG0774!UTM  14      -   0.99989420  x   0.99963045  =   0.99952469
 KG0774
 KG0774|---------------------------------------------------------------------|
 KG0774| PID    Reference Object                     Distance      Geod. Az  |
 KG0774|                                                           dddmmss.s |
 KG0774| CN9204 EAGLE RM 1                           13.869 METERS 09129     |
 KG0774| KG0775 ST JOHNS LUTHERAN CHURCH CROSS      APPROX. 6.0 KM 1494044.7 |
 KG0774| CN9205 EAGLE RM 2                           11.486 METERS 17724     |
 KG0774| CN9203 EAGLE AZ MK                                        1785104.3 |
 KG0774|---------------------------------------------------------------------|
 KG0774
 KG0774                          SUPERSEDED SURVEY CONTROL
 KG0774
 KG0774  NAD 83(1986)-  39 04 35.79372(N)    099 34 29.66809(W) AD(       ) 3
 KG0774  NAD 27      -  39 04 35.76000(N)    099 34 28.26500(W) AD(       ) 3
 KG0774
 KG0774.Superseded values are not recommended for survey control.
 KG0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0774.See file dsdata.txt to determine how the superseded data were derived.
 KG0774
 KG0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ5027125435(NAD 83)
 KG0774_MARKER: DS = TRIANGULATION STATION DISK
 KG0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0774
 KG0774  HISTORY     - Date     Condition        Report By
 KG0774  HISTORY     - 1950     MONUMENTED       CGS
 KG0774  HISTORY     - 1962     GOOD             USGS
 KG0774
 KG0774                          STATION DESCRIPTION
 KG0774
 KG0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0774'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTH AND 1.0 MILE WEST
 KG0774'OF PALCO AND 9.5 MILES NORTH OF THE WEST EDGE OF ELLIS.  IT IS
 KG0774'ALONG THE EAST EDGE OF A CULTIVATED FIELD, 56.0 FEET
 KG0774'WEST-NORTHWEST OF A TRIANGULAR BLAZED TELEPHONE POLE, 22.0 FEET
 KG0774'WEST OF THE CENTER OF A GRADED ROAD, 4.0 FEET NORTH-NORTHWEST OF
 KG0774'A WITNESS POST AND 2.5 FEET WEST OF A FENCE.  IT PROJECTS 5
 KG0774'INCHES AND IS STAMPED EAGLE 1950.
 KG0774'
 KG0774'REFERENCE MARK NO. 1 IS LOCATED ACROSS THE ROAD FROM THE STATION
 KG0774'ALONG THE WEST EDGE OF A CULTIVATED FIELD, 35.0 FEET NORTH OF
 KG0774'A TRIANGULAR BLAZED TELEPHONE POLE, 22.0 FEET EAST OF THE CENTER
 KG0774'OF A GRADED ROAD AND 10.0 FEET NORTH OF THE CENTER OF A FIELD
 KG0774'DRIVEWAY.  IT PROJECTS 4 INCHES AND IS STAMPED EAGLE NO 1 1950.
 KG0774'
 KG0774'REFERENCE MARK NO. 2 IS LOCATED ALONG THE EAST EDGE OF A
 KG0774'CULTIVATED FIELD, 20.5 FEET WEST OF THE CENTER OF A GRADED ROAD
 KG0774'AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 5 INCHES AND IS
 KG0774'STAMPED EAGLE NO 2 1950.
 KG0774'
 KG0774'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KG0774'2 IS 56.96 FEET.
 KG0774'
 KG0774'THE AZIMUTH MARK IS 40.0 FEET SOUTH OF THE CENTER OF A T ROAD,
 KG0774'19.0 FEET EAST OF THE CENTER OF A GRADED ROAD, 2.0 FEET NORTH
 KG0774'OF A TELEPHONE POLE AND 1.5 FEET NORTHEAST OF A WITNESS POST.  IT
 KG0774'PROJECTS 3 INCHES AND IS STAMPED EAGLE 1950.
 KG0774'
 KG0774'TO REACH THE STATION FROM THE POST OFFICE IN ELLIS, GO NORTH ON
 KG0774'WASHINGTON AVENUE FOR 0.45 MILE TO SIXTH STREET, TURN RIGHT AND GO
 KG0774'EAST ON SIXTH STREET FOR 0.15 MILE TO A CROSS STREET.  HERE TURN
 KG0774'LEFT AND GO NORTH ON A GRADED ROAD FOR 3.0 MILES TO A CROSSROAD,
 KG0774'TURN RIGHT AND FOLLOW THE MAIN ROAD EAST FOR 1.0 MILE TO A FORK,
 KG0774'TURN LEFT AND GO NORTH ON A ROCK ROAD FOR 3.1 MILES TO A
 KG0774'CROSSROAD AND ST. JOHNS LUTHERAN CHURCH ON THE LEFT, CONTINUE
 KG0774'NORTH ON THE MAIN TRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD,
 KG0774'TURN LEFT AND GO WEST FOR 2.0 MILES TO A CROSSROAD.  HERE
 KG0774'TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR 1.05 MILE TO A T ROAD
 KG0774'RIGHT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 KG0774'NORTH ON THIS GRADED ROAD FOR 0.2 MILE TO THE TOP OF THE RISE
 KG0774'AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0774
 KG0774                          STATION RECOVERY (1962)
 KG0774
 KG0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 KG0774'THE REFERENCE MARKS 1 AND 2 ARE BROKEN OFF AND LYING NEAR
 KG0774'LOCATION.  BOTH CAPS IN PLACE.  THE MARKS APPEAR TO HAVE BEEN HIT
 KG0774'WITH GRADING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0692 ***********************************************************************
 HE0692  DESIGNATION -  EARLTON
 HE0692  PID         -  HE0692
 HE0692  STATE/COUNTY-  KS/NEOSHO
 HE0692  USGS QUAD   -  EARLTON (1984)
 HE0692
 HE0692                         *CURRENT SURVEY CONTROL
 HE0692  ___________________________________________________________________
 HE0692* NAD 83(1997)-  37 35 25.79249(N)    095 24 58.31015(W)     ADJUSTED  
 HE0692* NAVD 88     -       306.87   (+/-2cm)    1006.8    (feet)  VERTCON   
 HE0692  ___________________________________________________________________
 HE0692  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 HE0692  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HE0692
 HE0692  HORZ ORDER  -  SECOND
 HE0692  VERT ORDER  -  THIRD ? (See Below)
 HE0692
 HE0692.The horizontal coordinates were established by classical geodetic methods
 HE0692.and adjusted by the National Geodetic Survey in October 1998..
 HE0692
 HE0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0692.The vertical order pertains to the NGVD 29 superseded value.
 HE0692
 HE0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0692
 HE0692.The geoid height was determined by GEOID03.
 HE0692
 HE0692;                    North         East     Units Scale Factor Converg.
 HE0692;SPC KS S     -   507,034.561   672,294.497   MT  0.99995213   +1 53 42.3
 HE0692;UTM  15      - 4,163,126.292   286,673.833   MT  1.00016058   -1 28 28.1
 HE0692
 HE0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0692!SPC KS S     -   0.99995667  x   0.99995213  =   0.99990880
 HE0692!UTM  15      -   0.99995667  x   1.00016058  =   1.00011724
 HE0692
 HE0692:                Primary Azimuth Mark                     Grid Az
 HE0692:SPC KS S     -  EARLTON AZ MK                            001 49 06.3
 HE0692:UTM  15      -  EARLTON AZ MK                            005 11 16.7
 HE0692
 HE0692|---------------------------------------------------------------------|
 HE0692| PID    Reference Object                     Distance      Geod. Az  |
 HE0692|                                                           dddmmss.s |
 HE0692| CL5107 EARLTON AZ MK                                      0034248.6 |
 HE0692| CL5108 EARLTON RM 1                         23.972 METERS 06808     |
 HE0692| CL5109 EARLTON RM 2                         28.456 METERS 12715     |
 HE0692| CL5111 EARLTON RM 4                         17.261 METERS 15443     |
 HE0692| CL5110 EARLTON RM 3 AZIMUTH                               2053548.6 |
 HE0692| HE0862 EARLTON MICROWAVE MAST              APPROX. 8.1 KM 2720827.4 |
 HE0692| HE0702 CHANUTE S MUNICIPAL TANK            APPROX.10.3 KM 3351654.5 |
 HE0692| HE0695 CHANUTE KAN HWY COMM RAD MAST       APPROX. 9.1 KM 3355505.5 |
 HE0692| HE0698 CHANUTE ASH GROVE CEMENT W STK      APPROX.12.6 KM 3404245.9 |
 HE0692| HE0699 CHANUTE GENERAL COM RADIO MAST      APPROX.10.5 KM 3452705.7 |
 HE0692|---------------------------------------------------------------------|
 HE0692
 HE0692                          SUPERSEDED SURVEY CONTROL
 HE0692
 HE0692  NAD 83(1997)-  37 35 25.79684(N)    095 24 58.30993(W) AD(       ) 2
 HE0692  NAD 83(1986)-  37 35 25.80197(N)    095 24 58.29743(W) AD(       ) 2
 HE0692  NAD 27      -  37 35 25.61650(N)    095 24 57.37411(W) AD(       ) 2
 HE0692  NGVD 29 (07/19/86)  306.73   (m)         1006.3    (f) LEVELING    3  
 HE0692
 HE0692.Superseded values are not recommended for survey control.
 HE0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0692.See file dsdata.txt to determine how the superseded data were derived.
 HE0692
 HE0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8667463126(NAD 83)
 HE0692_MARKER: DS = TRIANGULATION STATION DISK
 HE0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0692+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 HE0692
 HE0692  HISTORY     - Date     Condition        Report By
 HE0692  HISTORY     - 1965     MONUMENTED       CGS
 HE0692  HISTORY     - 1966     GOOD             CGS
 HE0692  HISTORY     - 1972     GOOD             KSHC
 HE0692  HISTORY     - 1973     GOOD             NGS
 HE0692  HISTORY     - 20000215 GOOD             LOCENG
 HE0692
 HE0692                          STATION DESCRIPTION
 HE0692
 HE0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0692'THE STATION IS LOCATED ABOUT 9-1/2 MILES WEST-NORTHWEST OF
 HE0692'ERIE, 6-1/2 MILES SOUTH-SOUTHEAST OF CHANUTE.  3 MILES EAST
 HE0692'OF EARLTON, ON LAND OWNED BY MR. LEWIS TAYLOR.
 HE0692'
 HE0692'TO REACH THE STATION FROM THE RAILROAD CROSSING IN EARLTON,
 HE0692'GO EAST, ON U.S. HIGHWAY 169 FOR 0.9 MILE TO WHERE THE MAIN
 HE0692'HIGHWAY TURNS NORTH, CONTINUE STRAIGHT AHEAD, EAST, FOR
 HE0692'2.0 MILES TO AZIMUTH MARK ON THE RIGHT JUST NORTH OF SEVERAL
 HE0692'GRAIN TANK AND SOME OLD BOX CARS.  CONTINUE AHEAD, EAST
 HE0692'FOR 0.1 MILE TO CROSSROADS, TURN LEFT, NORTH, FOR 0.2 MILES
 HE0692'TO THE STATION ON THE LEFT.
 HE0692'
 HE0692'THE STATION IS A STANDARD DISK, STAMPED EARLTON 1964, SET
 HE0692'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0692'WHICH IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 50.5
 HE0692'FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 29,7 FEET
 HE0692'WEST-SOUTHWEST OF A POWER LINE POLE, 26.0 FEET WEST OF A WITNESS
 HE0692'POST, AND ABOUT THE SAME ELEVATION AS THE ROAD.,
 HE0692'
 HE0692'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EARLTON NO 1
 HE0692'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, FLUSH
 HE0692'WITH THE GROUND.  IT IS 50.0 FEET EAST OF THE POWER LINE
 HE0692'POLE, 27.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 5.0 FEET
 HE0692'WEST OF A ROW OF TREES, AND ABOUT 2 FEET LOWER THAN THE STATION.
 HE0692'
 HE0692'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EARLTON NO 2
 HE0692'1964, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, FLUSH WITH
 HE0692'THE GROUND.  IT IS 89.5 FEET SOUTH-SOUTHEAST OF THE POWER LINE
 HE0692'POLE, 27.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 5.0 FEET
 HE0692'WEST OF THE ROW OF TREES, AND ABOUT 2 FEET LOWER THAN THE
 HE0692'STATION.
 HE0692'
 HE0692'AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED EARLTON NO
 HE0692'3 1964, SET IN THE TOP OF A 12 INCH SQUARE POST THAT PROJECTS
 HE0692'3 INCHES.  IT IS 54.0 FEET WEST OF THE CENTERLINE OF A
 HE0692'SIDE ROAD LEADING TO THE GRAIN TANKS, 24.5 FEET SOUTH OF THE
 HE0692'CENTERLINE OF THE MAIN ROAD, 1.8 FEET WEST OF A WITNESS
 HE0692'POST, 1.5 FEET EAST OF A POWER LINE POLE, AND ABOUT 2 FEET
 HE0692'HIGHER THAN THE ROAD.
 HE0692'
 HE0692'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 HE0692
 HE0692                          STATION RECOVERY (1966)
 HE0692
 HE0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0692'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED
 HE0692'AS DESCRIBED BY JOHN C. CHILDS IN 1965.  REFERENCE MARK 1
 HE0692'SHOWS EVIDENCE THAT IT HAS BEEN DISTURBED BY ROAD MACHINERY.
 HE0692'THE DISTANCE AGREED WITH THE ORIGINAL MEASUREMENT.  HOWEVER,
 HE0692'THE DIRECTION FAILED TO AGREE WITH THE ORIGINAL RESULTS BY
 HE0692'APPROXIMATELY 6 MINUTES.  THE MARK IS SOLID AND APPEARS
 HE0692'TO BE IN GOOD CONDITION.
 HE0692'
 HE0692'ALL OBJECTS VISIBLE AT 30 FEET.
 HE0692
 HE0692                          STATION RECOVERY (1972)
 HE0692
 HE0692'RECOVERY NOTE BY KS HIGHWAY COMM 1972
 HE0692'EARLTON, 1964 RECOVERED IN GOOD CONDITION.
 HE0692'
 HE0692'REFERENCE MARK NO. 1-78.54 TO STA DOUBLE CHAINED.
 HE0692'
 HE0692'REFERENCE MARK NO 2-93.34 TO STA DOUBLE CHAINED.
 HE0692'
 HE0692'AZM. MARK IN GOOD CONDITION.
 HE0692'
 HE0692'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST AND 1/4 NO.
 HE0692'OF EARLTON KANS.
 HE0692
 HE0692                          STATION RECOVERY (1973)
 HE0692
 HE0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HE0692'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND FOUND IN
 HE0692'GOOD CONDITION.  REFERENCE MARK 1 AND 2 WERE FOUND TO BE CHIPPED
 HE0692'AND COULD HAVE BEEN DISTURBED BY FARM MACHINERY, BOTH REFERENCE
 HE0692'MARKS ARE IN A FENCE LINE AND ARE OUT OF DANGER OF MORE DAMAGE AT
 HE0692'THIS TIME AND WERE LEFT INTACT.  REFERENCE MARK 4 WAS ESTABLISHED
 HE0692'THIS DATE.  THIS STATION WAS OCCUPIED THIS DATE TO ESTABLISH A
 HE0692'NEW AZIMUTH TO REFERENCE MARK 3 AS THE PUBLISHED AZIMUTH IS IN
 HE0692'ERROR.  THE DESCRIPTION OF THE ROUTE TO REACH THE STATION IS
 HE0692'ADEQUATE.  FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK 4 AND
 HE0692'ADDITIONAL NOTES FOR THE MARKS.
 HE0692'
 HE0692'THE STATION MARK IS 29.5 FEET WEST-SOUTHWEST OF A POWER POLE, 48
 HE0692'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 24.5 FEET WEST OF A
 HE0692'METAL WITNESS POST AND 23 FEET WEST OF A NORTH-SOUTH FENCE.
 HE0692'
 HE0692'REFERENCE MARK 1 IS 24 FEET EAST OF THE CENTER OF THE GRAVELED ROAD
 HE0692'AND 6 INCHES EAST OF A NORTH-SOUTH FENCE.
 HE0692'
 HE0692'REFERENCE MARK 2 IS 24 FEET EAST OF THE CENTER OF THE GRAVELED ROAD
 HE0692'AND IS IN THE NORTH-SOUTH FENCE LINE AND THE CONCRETE MONUMENT IS
 HE0692'TILTED SLIGHTLY.
 HE0692'
 HE0692'REFERENCE MARK 3 IS 2 FEET EAST OF A POWER POLE, 2 FEET WEST OF A
 HE0692'METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 HE0692'
 HE0692'REFERENCE MARK 4 IS A STANDARD DISK STAMPED EARLTON 1965 NO 4 1973,
 HE0692'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10 INCH
 HE0692'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND
 HE0692'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET WEST OF
 HE0692'THE CENTER OF THE GRAVELED ROAD, 1 FOOT NORTH OF A METAL WITNESS
 HE0692'POST AND 6 INCHES EAST OF THE NORTH-SOUTH FENCE.
 HE0692'
 HE0692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 HE0692'EARLTON.
 HE0692
 HE0692                          STATION RECOVERY (2000)
 HE0692
 HE0692'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 HE0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0862 ***********************************************************************
 HE0862  DESIGNATION -  EARLTON MICROWAVE MAST
 HE0862  PID         -  HE0862
 HE0862  STATE/COUNTY-  KS/NEOSHO
 HE0862  USGS QUAD   -  FIVE MOUNDS (1963)
 HE0862
 HE0862                         *CURRENT SURVEY CONTROL
 HE0862  ___________________________________________________________________
 HE0862* NAD 83(1997)-  37 35 35.48245(N)    095 30 28.36590(W)     ADJUSTED  
 HE0862* NAVD 88     -                                                        
 HE0862  ___________________________________________________________________
 HE0862  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HE0862  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HE0862
 HE0862  HORZ ORDER  -  THIRD
 HE0862
 HE0862.The horizontal coordinates were established by classical geodetic methods
 HE0862.and adjusted by the National Geodetic Survey in October 1998..
 HE0862
 HE0862
 HE0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0862
 HE0862.The geoid height was determined by GEOID03.
 HE0862
 HE0862;                    North         East     Units Scale Factor Converg.
 HE0862;SPC KS S     -   507,069.357   664,192.357   MT  0.99995186   +1 50 19.5
 HE0862;UTM  15      - 4,163,637.338   278,585.883   MT  1.00020389   -1 31 50.0
 HE0862
 HE0862                          SUPERSEDED SURVEY CONTROL
 HE0862
 HE0862  NAD 83(1997)-  37 35 35.48669(N)    095 30 28.36535(W) AD(       ) 4
 HE0862  NAD 83(1986)-  37 35 35.49183(N)    095 30 28.35216(W) AD(       ) 4
 HE0862  NAD 27      -  37 35 35.30404(N)    095 30 27.42243(W) AD(       ) 3
 HE0862
 HE0862.Superseded values are not recommended for survey control.
 HE0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0862.See file dsdata.txt to determine how the superseded data were derived.
 HE0862
 HE0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7858663637(NAD 83)
 HE0862_MARKER: 44 = MICROWAVE MAST
 HE0862
 HE0862  HISTORY     - Date     Condition        Report By
 HE0862  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0862
 HE0862                          STATION DESCRIPTION
 HE0862
 HE0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0862'STATION IS THE TOP CENTER OF THE MAST, 135 FEET IN HEIGHT,
 HE0862'PAINTED ALTERNATELY RED AND WHITE, MADE OF STRUCTURAL STEEL
 HE0862'AND HAS 2 REFLECTORS ABOUT 2/3 OF THE WAY UP.  IT IS LOCATED
 HE0862'ON HIGH GROUND, 2 MILES WEST AND 0.4 MILE NORTH OF EARLTON
 HE0862'AND 125 FEET WEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1503 ***********************************************************************
 JE1503  DESIGNATION -  EAST
 JE1503  PID         -  JE1503
 JE1503  STATE/COUNTY-  KS/OSAGE
 JE1503  USGS QUAD   -  WAVERLY (1973)
 JE1503
 JE1503                         *CURRENT SURVEY CONTROL
 JE1503  ___________________________________________________________________
 JE1503* NAD 83(1997)-  38 27 17.74176(N)    095 35 59.89284(W)     ADJUSTED  
 JE1503* NAVD 88     -       334.463  (meters)    1097.32   (feet)  ADJUSTED  
 JE1503  ___________________________________________________________________
 JE1503  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JE1503  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JE1503  DYNAMIC HT  -         334.222 (meters)    1096.53  (feet)  COMP
 JE1503  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 JE1503
 JE1503  HORZ ORDER  -  SECOND
 JE1503  VERT ORDER  -  SECOND    CLASS 0
 JE1503
 JE1503.The horizontal coordinates were established by classical geodetic methods
 JE1503.and adjusted by the National Geodetic Survey in October 1998..
 JE1503
 JE1503.The orthometric height was determined by differential leveling
 JE1503.and adjusted by the National Geodetic Survey in June 1991..
 JE1503
 JE1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1503
 JE1503.The geoid height was determined by GEOID03.
 JE1503
 JE1503.The dynamic height is computed by dividing the NAVD 88
 JE1503.geopotential number by the normal gravity value computed on the
 JE1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1503.degrees latitude (g = 980.6199 gals.).
 JE1503
 JE1503.The modeled gravity was interpolated from observed gravity values.
 JE1503
 JE1503;                    North         East     Units Scale Factor Converg.
 JE1503;SPC KS S     -   602,411.448   653,089.260   MT  0.99997981   +1 46 55.7
 JE1503;UTM  15      - 4,259,494.660   273,129.107   MT  1.00023390   -1 37 03.4
 JE1503
 JE1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1503!SPC KS S     -   0.99995244  x   0.99997981  =   0.99993226
 JE1503!UTM  15      -   0.99995244  x   1.00023390  =   1.00018633
 JE1503
 JE1503:                Primary Azimuth Mark                     Grid Az
 JE1503:SPC KS S     -  WILLIAMSBURG MICROWAVE                   091 11 03.4
 JE1503:UTM  15      -  WILLIAMSBURG MICROWAVE                   094 35 02.5
 JE1503
 JE1503|---------------------------------------------------------------------|
 JE1503| PID    Reference Object                     Distance      Geod. Az  |
 JE1503|                                                           dddmmss.s |
 JE1503| JE1724 WILLIAMSBURG MICROWAVE              APPROX.12.5 KM 0925759.1 |
 JE1503| JE1729 WAVERLY RWD NO 4 STANDPIPE          APPROX. 8.6 KM 1460732.5 |
 JE1503| JE1504 EAST RM 1                            18.634 METERS 16327     |
 JE1503| CL5114 EAST RM 3 AZIMUTH                                  1793601.6 |
 JE1503| JE1732 WAVERLY NEW MUN TANK                APPROX. 7.2 KM 1800336.9 |
 JE1503| JE1502 EAST RM 2                            41.959 METERS 27505     |
 JE1503| JE1806 LYNDON CS GAS MICROWAVE             APPROX.16.3 KM 3180958.2 |
 JE1503|---------------------------------------------------------------------|
 JE1503
 JE1503                          SUPERSEDED SURVEY CONTROL
 JE1503
 JE1503  NAD 83(1986)-  38 27 17.74797(N)    095 35 59.89447(W) AD(       ) 2
 JE1503  NAD 27      -  38 27 17.69605(N)    095 35 58.95346(W) AD(       ) 2
 JE1503  NGVD 29 (??/??/92)  334.303  (m)         1096.79   (f) ADJ UNCH    2 0
 JE1503
 JE1503.Superseded values are not recommended for survey control.
 JE1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1503.See file dsdata.txt to determine how the superseded data were derived.
 JE1503
 JE1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7312959495(NAD 83)
 JE1503_MARKER: DS = TRIANGULATION STATION DISK
 JE1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1503_STAMPING: EAST 1974
 JE1503
 JE1503  HISTORY     - Date     Condition        Report By
 JE1503  HISTORY     - 1974     MONUMENTED       NGS
 JE1503  HISTORY     - 1974     GOOD             NGS
 JE1503
 JE1503                          STATION DESCRIPTION
 JE1503
 JE1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1503'THE STATION IS ABOUT 4-1/2 MILES NORTH OF WAVERLY, 3-1/2 MILES SOUTH
 JE1503'AND 2 MILES EAST OF MELVERN, ALONG HIGHWAY RIGHT-OF-WAY AND IS IN
 JE1503'THE NORTHWEST PORTION OF THE SOUTHWEST QUARTER OF SECTION 2 R16E,
 JE1503'T18S.
 JE1503'
 JE1503'TO REACH THE STATION FROM THE POST OFFICE IN WAVERLY, GO NORTH ON
 JE1503'STATE HIGHWAY 31 FOR 0.8 MILE TO THE JUNCTION WITH U.S. HIGHWAY 50
 JE1503'AND WHERE STATE HIGHWAY 31 TURNS WEST.  CONTINUE NORTH ON A PAVED
 JE1503'ROAD FOR 3.0 MILES TO A GRAVELLED CROSSROAD AND REFERENCE MARK 3 IN
 JE1503'THE NORTHEAST QUADRANT, CONTINUE NORTH ON THE PAVED ROAD FOR 0.2
 JE1503'MILES TO AN OVERPASS, AT THE JUNCTION WITH INTERSTATE HIGHWAY 35.
 JE1503'CONTINUE NORTH OVER THE BRIDGE AND ONTO A GRAVELLED ROAD FOR 0.2
 JE1503'MILES TO THE STATION ON THE RIGHT.
 JE1503'
 JE1503'STATION MARK IS A STANDARD DISK STAMPED, EAST 1974, SET IN THE TOP OF
 JE1503'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JE1503'GROUND.  IT IS 11.7 FEET WEST OF A METAL WITNESS POST IN A
 JE1503'FENCELINE, 19.0 FEET SOUTHWEST OF THE FENCELINE END POST AND
 JE1503'RIGHT-OF-WAY MARKER, 64.5 FEET EAST OF THE APPROXIMATE CENTER OF A
 JE1503'GRAVELLED ROAD.
 JE1503'
 JE1503'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, EAST NO 1 1974, SET IN
 JE1503'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JE1503'WITH THE GROUND.  IT IS 0.9 FEET WEST OF THE FENCELINE, 60.9 FEET
 JE1503'SOUTH OF THE METAL WITNESS POST, 83.1 FEET EAST OF THE APPROXIMATE
 JE1503'CENTER OF THE GRAVELLED ROAD AND IS ABOUT THE SAME ELEVATION AS
 JE1503'THE STATION.
 JE1503'
 JE1503'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, EAST NO 2 1974, SET IN
 JE1503'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 0.1
 JE1503'FEET ABOVE THE GROUND.  IT IS 1.5 FEET EAST OF A FENCELINE, 3.3
 JE1503'FEET SOUTH-SOUTH-EAST OF THE END OF THE FENCE AT A RIGHT-OF-WAY
 JE1503'MARKER, 73.0 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELLED
 JE1503'ROAD AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JE1503'
 JE1503'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, EAST NO 3 AZ 1974, SET
 JE1503'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JE1503'WITH THE GROUND.  IT IS 1.0 FEET NORTH OF A STOP SIGN POST, 1.5
 JE1503'FEET WEST OF A METAL WITNESS POST AND 53.5 FEET EAST OF THE
 JE1503'APPROXIMATE CENTER OF A PAVED ROAD.
 JE1503'
 JE1503'NEAREST TOWN--WAVERLY.
 JE1503'
 JE1503'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 JE1503
 JE1503                          STATION RECOVERY (1974)
 JE1503
 JE1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1503'4.0 MI N FROM WAVERLY.
 JE1503'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1503'STATE HIGHWAY 31 SOUTH (EXIT NO. 162), WHICH IS ABOUT 4 MILES NORTH OF
 JE1503'WAVERLY, GO NORTH ALONG A GRAVELED ROAD FOR 0.2 MILE TO THE MARK SET
 JE1503'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS
 JE1503'137.7 FEET EAST OF RM 2, 61.14 FEET NORTH OF RM 1, 64.5 FEET EAST OF
 JE1503'THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 11.7 FEET WEST OF A METAL
 JE1503'WITNESS SIGN, 11.8 FEET WEST OF THE RIGHT-OF-WAY FENCE, 19.0 FEET
 JE1503'SOUTHWEST OF THE NORTH END OF THE RIGHT-OF-WAY FENCE, 19 FEET
 JE1503'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND IS ABOUT LEVEL WITH THE
 JE1503'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0138 ***********************************************************************
 KF0138  CBN         -  This is a Cooperative Base Network Control Station.
 KF0138  DESIGNATION -  EAST
 KF0138  PID         -  KF0138
 KF0138  STATE/COUNTY-  KS/GEARY
 KF0138  USGS QUAD   -  SWEDE CREEK (1982)
 KF0138
 KF0138                         *CURRENT SURVEY CONTROL
 KF0138  ___________________________________________________________________
 KF0138* NAD 83(1997)-  39 03 51.61462(N)    096 30 35.98319(W)     ADJUSTED  
 KF0138* NAVD 88     -       416.406  (meters)    1366.16   (feet)  ADJUSTED  
 KF0138  ___________________________________________________________________
 KF0138  X           -    -562,248.932 (meters)                     COMP
 KF0138  Y           -  -4,927,153.294 (meters)                     COMP
 KF0138  Z           -   3,998,108.740 (meters)                     COMP
 KF0138  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 KF0138  ELLIP HEIGHT-         386.37  (meters)          (08/16/04) GPS OBS
 KF0138  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 KF0138  DYNAMIC HT  -         416.122 (meters)    1365.23  (feet)  COMP
 KF0138  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 KF0138
 KF0138  HORZ ORDER  -  B
 KF0138  VERT ORDER  -  SECOND    CLASS 0
 KF0138  ELLP ORDER  -  FOURTH    CLASS II
 KF0138
 KF0138.The horizontal coordinates were established by GPS observations
 KF0138.and adjusted by the National Geodetic Survey in December 1997..
 KF0138
 KF0138.The orthometric height was determined by differential leveling
 KF0138.and adjusted by the National Geodetic Survey in June 1991..
 KF0138
 KF0138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0138
 KF0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0138
 KF0138.The ellipsoidal height was determined by GPS observations
 KF0138.and is referenced to NAD 83.
 KF0138
 KF0138.The geoid height was determined by GEOID03.
 KF0138
 KF0138.The dynamic height is computed by dividing the NAVD 88
 KF0138.geopotential number by the normal gravity value computed on the
 KF0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0138.degrees latitude (g = 980.6199 gals.).
 KF0138
 KF0138.The modeled gravity was interpolated from observed gravity values.
 KF0138
 KF0138;                    North         East     Units Scale Factor Converg.
 KF0138;SPC KS N     -    82,210.222   528,946.069   MT  0.99996211   +0 56 33.9
 KF0138;UTM  14      - 4,326,867.314   715,432.570   MT  1.00017151   +1 34 11.2
 KF0138
 KF0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0138!SPC KS N     -   0.99993938  x   0.99996211  =   0.99990150
 KF0138!UTM  14      -   0.99993938  x   1.00017151  =   1.00011088
 KF0138
 KF0138|---------------------------------------------------------------------|
 KF0138| PID    Reference Object                     Distance      Geod. Az  |
 KF0138|                                                           dddmmss.s |
 KF0138| CL6434 EAST RM 1                            10.284 METERS 00538     |
 KF0138| KF0142 DEEP                                APPROX. 2.2 KM 0745100.9 |
 KF0138| CL6435 EAST RM 2                            10.988 METERS 07731     |
 KF0138| KF1038 MANHATTAN M W PIPE MICROWAVE        APPROX. 4.3 KM 1572218.9 |
 KF0138|---------------------------------------------------------------------|
 KF0138
 KF0138                          SUPERSEDED SURVEY CONTROL
 KF0138
 KF0138  ELLIP H (12/22/97)  386.38   (m)                       GP(       ) 4 1
 KF0138  NAD 83(1986)-  39 03 51.62081(N)    096 30 35.98049(W) AD(       ) 2
 KF0138  NAD 27      -  39 03 51.63144(N)    096 30 34.97233(W) AD(       ) 2
 KF0138  NGVD 29 (??/??/92)  416.268  (m)         1365.71   (f) ADJ UNCH    2 0
 KF0138
 KF0138.Superseded values are not recommended for survey control.
 KF0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0138.See file dsdata.txt to determine how the superseded data were derived.
 KF0138
 KF0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1543326867(NAD 83)
 KF0138_MARKER: DE = TRAVERSE STATION DISK
 KF0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0138_STAMPING: EAST 1970
 KF0138_MARK LOGO: CGS   
 KF0138_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0138+STABILITY: SURFACE MOTION
 KF0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0138+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1997
 KF0138
 KF0138  HISTORY     - Date     Condition        Report By
 KF0138  HISTORY     - 1970     MONUMENTED       NGS
 KF0138  HISTORY     - 1970     GOOD             NGS
 KF0138  HISTORY     - 19970306 GOOD             NGS
 KF0138
 KF0138                          STATION DESCRIPTION
 KF0138
 KF0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0138'THE STATION IS LOCATED ABOUT 17 MILES EAST-NORTHEAST OF
 KF0138'JUNCTION CITY, 14 MILES SOUTH-SOUTHWEST OF WAMEGO, 11-1/2
 KF0138'MILES WEST-NORTHWEST OF ALMA, 9 MILES SOUTH-SOUTHEAST OF
 KF0138'MANHATTAN AND ON THE RIGHT-OF-WAY OF A CUTBANK ON INTERSTATE
 KF0138'HIGHWAY 70 IN THE SOUTHEAST 1/4 SECTION 27, T. 11 S., R. 8 E.
 KF0138'
 KF0138'TO REACH THE STATION FROM THE INTERCHANGE OF STATE HIGHWAY
 KF0138'177 AND INTERSTATE HIGHWAY 70 GO EAST ON INTERSTATE HIGHWAY
 KF0138'70 FOR 1.55 MILES TO A CUTBANK AND THE STATION ON THE RIGHT
 KF0138'ABOUT 25 FEET HIGHER THAN THE ROAD.
 KF0138'
 KF0138'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED EAST 1970.
 KF0138'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0138'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 KF0138'SURFACE.  IT IS 49.0 FEET SOUTH OF THE NORTH EDGE OF A CUTBANK,
 KF0138'1.3 FEET NORTH OF A METAL WITNESS POST SET IN A FENCE LINE
 KF0138'ON THE SOUTH SIDE OF INTERSTATE 70.
 KF0138'
 KF0138'REFERENCE MARK 1, A STANDARD DISK STAMPED EAST NO 1 1970,
 KF0138'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KF0138'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 KF0138'36.8 FEET NORTH-NORTHEAST OF THE METAL WITNESS POST, 34.8
 KF0138'FEET NORTH OF A FENCE LINE, 12 FEET SOUTH OF THE NORTH EDGE
 KF0138'OF A CUTBANK AND ABOUT THE SAME ELEVATION AS THE STATION.
 KF0138'
 KF0138'REFERENCE MARK 2, A STANDARD DISK STAMPED EAST NO 2 1970,
 KF0138'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 KF0138'FLUSH WITH THE GROUND SURFACE.  IT IS 46.5 FEET SOUTH OF
 KF0138'THE NORTH EDGE OF A CUTBANK, 36.0 FEET EAST OF THE METAL
 KF0138'WITNESS POST AND APPROXIMATELY THE SAME ELEVATION AS THE
 KF0138'STATION.
 KF0138'
 KF0138'DISTANCE MEASURED R.M. 1 TO R.M. 2 41.00 FT. OR 12.499 METERS.
 KF0138'
 KF0138'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0138
 KF0138                          STATION RECOVERY (1970)
 KF0138
 KF0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0138'12 MI W FROM ALMA.
 KF0138'ABOUT 11.95 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0138'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.6 MILE WEST
 KF0138'OF THE HIGHWAY OVERPASS FOR DEEP CREEK ROAD, ON THE TOP OF A
 KF0138'15-FOOT HIGH CUT ON THE SOUTH SIDE OF THE HIGHWAY, 0.5 MILE
 KF0138'WEST OF THE GEARY-RILEY COUNTY LINE, 103 FEET SOUTH (SLOPE
 KF0138'MEASUREMENT) OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 KF0138'3 1/2 FEET NORTH OF A CORNER FENCE POST, 3.2 FEET NORTH OF A
 KF0138'METAL WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KF0138'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT.
 KF0138'SECTION 27, T 11S, R 8E
 KF0138
 KF0138                          STATION RECOVERY (1997)
 KF0138
 KF0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KF0138'THE STATION IS LOCATED ABOUT 27.4 KM (17.00 MI) EAST-NORTHEAST OF
 KF0138'JUNCTION CITY, 22.5 KM (14.00 MI) SOUTH-SOUTHWEST OF WAMEGO, 18.5 KM
 KF0138'(11.50 MI) WEST-NORTHWEST OF ALMA, 14.5 KM (9.00 MI) SOUTH-SOUTHEAST
 KF0138'OF MANHATTAN, ATOP A CUT BANK ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE
 KF0138'HIGHWAY 70, AND IN THE SOUTHEAST QUARTER OF SECTION 27, T 11 S, R 8 E.
 KF0138'OWNERSHIP--KANSAS DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 KF0138'FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 177
 KF0138'(EXIT 313), GO EAST ON INTERSTATE HIGHWAY 70 FOR 2.49 KM (1.55 MI) TO
 KF0138'THE STATION ON THE RIGHT, AT THE SOUTH RIGHT-OF-WAY FENCE, AND
 KF0138'APPROXIMATELY 7.62 M (25.00 FT) ABOVE ROAD SURFACE.  THE STATION IS A
 KF0138'STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND CONCRETE MONUMENT
 KF0138'PROJECTING 5 CM ABOVE GROUND.  LOCATED 14.94 M (49.02 FT) SOUTH FROM
 KF0138'THE EDGE OF THE CUT BANK AND 0.40 M (1.31 FT) NORTH FROM A METAL
 KF0138'WITNESS POST IN THE EAST-WEST RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1509 ***********************************************************************
 JF1509  DESIGNATION -  EAST
 JF1509  PID         -  JF1509
 JF1509  STATE/COUNTY-  KS/MARION
 JF1509  USGS QUAD   -  MARION (1985)
 JF1509
 JF1509                         *CURRENT SURVEY CONTROL
 JF1509  ___________________________________________________________________
 JF1509* NAD 83(1997)-  38 21 07.09860(N)    097 00 10.32558(W)     ADJUSTED  
 JF1509* NAVD 88     -       414.5    (meters)    1360.     (feet)  VERTCON   
 JF1509  ___________________________________________________________________
 JF1509  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JF1509  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JF1509
 JF1509  HORZ ORDER  -  SECOND
 JF1509
 JF1509.The horizontal coordinates were established by classical geodetic methods
 JF1509.and adjusted by the National Geodetic Survey in October 1998..
 JF1509
 JF1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1509
 JF1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1509
 JF1509.The geoid height was determined by GEOID03.
 JF1509
 JF1509;                    North         East     Units Scale Factor Converg.
 JF1509;SPC KS S     -   588,097.402   530,855.538   MT  0.99996459   +0 55 12.1
 JF1509;UTM  14      - 4,246,755.789   674,509.682   MT  0.99997506   +1 14 22.3
 JF1509
 JF1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1509!SPC KS S     -   0.99993956  x   0.99996459  =   0.99990415
 JF1509!UTM  14      -   0.99993956  x   0.99997506  =   0.99991462
 JF1509
 JF1509:                Primary Azimuth Mark                     Grid Az
 JF1509:SPC KS S     -  EAST RM 3 AZIMUTH                        128 25 04.0
 JF1509:UTM  14      -  EAST RM 3 AZIMUTH                        128 05 53.8
 JF1509
 JF1509|---------------------------------------------------------------------|
 JF1509| PID    Reference Object                     Distance      Geod. Az  |
 JF1509|                                                           dddmmss.s |
 JF1509| CL5113 EAST RM 3 AZIMUTH                                  1292016.1 |
 JF1509| JF1510 MARION E MUN TANK                    18.961 METERS 19944     |
 JF1509| CL5112 EAST RM 1                            18.500 METERS 20258     |
 JF1509| JF1511 EAST RM 2                            10.495 METERS 30955     |
 JF1509|---------------------------------------------------------------------|
 JF1509
 JF1509                          SUPERSEDED SURVEY CONTROL
 JF1509
 JF1509  NAD 83(1986)-  38 21 07.10876(N)    097 00 10.32409(W) AD(       ) 2
 JF1509  NAD 27      -  38 21 07.03955(N)    097 00 09.24961(W) AD(       ) 2
 JF1509  NGVD 29 (07/19/86)  414.3    (m)         1359.     (f) VERT ANG       
 JF1509
 JF1509.Superseded values are not recommended for survey control.
 JF1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1509.See file dsdata.txt to determine how the superseded data were derived.
 JF1509
 JF1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7451046756(NAD 83)
 JF1509_MARKER: DS = TRIANGULATION STATION DISK
 JF1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1509
 JF1509  HISTORY     - Date     Condition        Report By
 JF1509  HISTORY     - 1972     MONUMENTED       NGS
 JF1509
 JF1509                          STATION DESCRIPTION
 JF1509
 JF1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1509'THE STATION IS IN THE EAST EDGE OF MARION, NEAR THE NEW MUNICIPAL
 JF1509'WATER TANK, IN THE SOUTHWEST 1/4 OF SEC. 33, T. 19 S., R. 4 E.
 JF1509'AND ON CITY PROPERTY.
 JF1509'
 JF1509'TO REACH THE STATION FROM THE POST OFFICE IN MARION, GO EAST ON
 JF1509'U.S. HIGHWAY 56 FOR 0.85 MILE TO A PAVED SIDE ROAD LEFT.*
 JF1509'TURN LEFT AND GO NORTHERLY ON A PAVED ROAD FOR 0.2 MILE TO A
 JF1509'GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE AND GO
 JF1509'NORTHEAST ON GRAVELED ROAD FOR 0.05 MILE TO THE STATION.
 JF1509'
 JF1509'*TO REACH REFERENCE MARK 3 FROM THIS POINT, CONTINUE EAST ON U.S.
 JF1509'HIGHWAY 56 FOR 0.35 MILE TO A GRAVELED DRIVEWAY AND THE MARK ON
 JF1509'THE RIGHT.
 JF1509'
 JF1509'STATION MARKS ARE STANDARD DISK, STAMPED EAST 1972.  THE SURFACE
 JF1509'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JF1509'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 133.0 FEET
 JF1509'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A METAL BUILDING,
 JF1509'86.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 JF1509'BLOCK BUILDING AND 19.0 FEET NORTH-NORTHEAST OF THE CENTER
 JF1509'OF THE FILLER PIPE FOR THE WATER TANK.  THE UNDERGROUND
 JF1509'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 JF1509'THE GROUND SURFACE.
 JF1509'
 JF1509'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EAST NO 1 1972,
 JF1509'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE FILLER
 JF1509'PIPE FOR THE WATER TANK.  IT IS ABOUT THE SAME ELEVATION AS THE
 JF1509'STATION.
 JF1509'
 JF1509'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EAST NO 2 1972,
 JF1509'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JF1509'IS FLUSH WITH THE GROUND.  IT IS 156.0 FEET WEST OF THE NORTHWEST
 JF1509'CORNER OF THE METAL BUILDING, 87.4 FEET NORTH-NORTHEAST OF THE
 JF1509'NORTHEAST CORNER OF THE CONCRETE BLOCK BUILDING, 81.0 FEET NORTH
 JF1509'OF THE CENTER OF THE FILLER PIPE FOR THE WATER TANK AND ABOUT
 JF1509'THE SAME ELEVATION AS THE STATION.
 JF1509'
 JF1509'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED EAST NO 3 1972, SET
 JF1509'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 JF1509'FLUSH WITH THE GROUND.  IT IS 31.0 FEET SOUTH OF THE CENTER OF
 JF1509'U.S. HIGHWAY 56, 15.0 FEET EAST OF THE CENTER OF A GRAVELED
 JF1509'DRIVEWAY, 1.7 FEET SOUTHWEST OF A WITNESS POST AND 1.3 FEET WEST
 JF1509'OF A TELEPHONE LINE POLE.
 JF1509'
 JF1509'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0588 ***********************************************************************
 JH0588  DESIGNATION -  EAST BRIDGE
 JH0588  PID         -  JH0588
 JH0588  STATE/COUNTY-  KS/HAMILTON
 JH0588  USGS QUAD   -  EAST BRIDGE CREEK SOUTH (1966)
 JH0588
 JH0588                         *CURRENT SURVEY CONTROL
 JH0588  ___________________________________________________________________
 JH0588* NAD 83(1997)-  38 05 15.84640(N)    101 53 09.57842(W)     ADJUSTED  
 JH0588* NAVD 88     -      1068.03   (+/-2cm)    3504.0    (feet)  VERTCON   
 JH0588  ___________________________________________________________________
 JH0588  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 JH0588  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 JH0588
 JH0588  HORZ ORDER  -  FIRST
 JH0588  VERT ORDER  -  THIRD ? (See Below)
 JH0588
 JH0588.The horizontal coordinates were established by classical geodetic methods
 JH0588.and adjusted by the National Geodetic Survey in October 1998..
 JH0588
 JH0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0588.The vertical order pertains to the NGVD 29 superseded value.
 JH0588
 JH0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0588
 JH0588.The geoid height was determined by GEOID03.
 JH0588
 JH0588;                    North         East     Units Scale Factor Converg.
 JH0588;SPC KS S     -   563,110.700   103,037.495   MT  0.99994031   -2 04 50.8
 JH0588;UTM  14      - 4,219,483.580   246,893.790   MT  1.00038907   -1 46 52.4
 JH0588
 JH0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0588!SPC KS S     -   0.99983623  x   0.99994031  =   0.99977655
 JH0588!UTM  14      -   0.99983623  x   1.00038907  =   1.00022524
 JH0588
 JH0588|---------------------------------------------------------------------|
 JH0588| PID    Reference Object                     Distance      Geod. Az  |
 JH0588|                                                           dddmmss.s |
 JH0588| CM8009 EAST BRIDGE RM 1                     34.686 METERS 02548     |
 JH0588| CM8008 EAST BRIDGE AZ MK                                  0884634.8 |
 JH0588| CM8010 EAST BRIDGE RM 2                     27.295 METERS 13327     |
 JH0588|---------------------------------------------------------------------|
 JH0588
 JH0588                          SUPERSEDED SURVEY CONTROL
 JH0588
 JH0588  NAD 83(1997)-  38 05 15.84686(N)    101 53 09.57820(W) AD(       ) 1
 JH0588  NAD 83(1997)-  38 05 15.84693(N)    101 53 09.57773(W) AD(       ) 1
 JH0588  NAD 83(1986)-  38 05 15.84800(N)    101 53 09.57365(W) AD(       ) 1
 JH0588  NAD 27      -  38 05 15.79612(N)    101 53 07.94714(W) AD(       ) 1
 JH0588  NGVD 29 (07/19/86) 1067.60   (m)         3502.6    (f) LEVELING    3  
 JH0588
 JH0588.Superseded values are not recommended for survey control.
 JH0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0588.See file dsdata.txt to determine how the superseded data were derived.
 JH0588
 JH0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH4689419484(NAD 83)
 JH0588_MARKER: DS = TRIANGULATION STATION DISK
 JH0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0588
 JH0588  HISTORY     - Date     Condition        Report By
 JH0588  HISTORY     - 1934     MONUMENTED       CGS
 JH0588  HISTORY     - 1971     GOOD             LOCSUR
 JH0588
 JH0588                          STATION DESCRIPTION
 JH0588
 JH0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JH0588'STATION IS LOCATED ON THE N END OF A PROMINENT RIDGE WHICH
 JH0588'BREAKS OFF SHARPLY IN A STEEP BLUFF AT THE N END AND OVERLOOKS
 JH0588'EAST BRIDGE CREEK TO THE W.  IT IS IN SEC. 36, T 22 S, R 42
 JH0588'W, AND IS 5 MILES AIRLINE N OF MEDWAY.  STATION MARK PROJECTS
 JH0588'4 INCHES.
 JH0588'
 JH0588'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JH0588'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 JH0588'
 JH0588'REFERENCE MARK NO. 1 IS NNE OF STATION AND PROJECTS 4 INCHES.
 JH0588'
 JH0588'REFERENCE MARK NO. 2 IS SE OF STATION AND PROJECTS 6 INCHES.
 JH0588'
 JH0588'AZIMUTH MARK IS ENE OF STATION AT POINT WHERE TRACK ROAD
 JH0588'CROSSES E-W FENCE.  IT IS 1 FOOT S OF E-W FENCE, AND 6 FEET
 JH0588'W OF W GATEPOST IN FENCE.  THE MARK PROJECTS 8 INCHES.
 JH0588'
 JH0588'THE STATION IS REACHED FROM MEDWAY BY DRIVING E ON U.S. HIGHWAY
 JH0588'50 FOR 0.6 MILE TO T-INTERSECTION OF GRADED TOWNSHIP ROAD.
 JH0588'TURN N AND FOLLOW GRADED ROAD 5.2 MILES TO STONE RUINS ON
 JH0588'W SIDE OF ROAD.  TURN W HERE AND FOLLOW WINDING TRACK ROAD
 JH0588'ALONG S SIDE OF E-W FENCE FOR ABOUT 1 MILE TO TOP OF RIDGE
 JH0588'AND STATION.
 JH0588'
 JH0588'A 20-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 JH0588
 JH0588                          STATION RECOVERY (1971)
 JH0588
 JH0588'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 (ATL)
 JH0588'RECOVERED BY M.J. HARDEN ASSOC INC.
 JH0588'
 JH0588'EAST BRIDGE 1961-GOOD
 JH0588'
 JH0588'R.M. NO. 1-GOOD
 JH0588'
 JH0588'R.M. NO. 2-GOOD
 JH0588'
 JH0588'DID NOT LOOK FOR AZ. MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1504 ***********************************************************************
 JE1504  DESIGNATION -  EAST RM 1
 JE1504  PID         -  JE1504
 JE1504  STATE/COUNTY-  KS/OSAGE
 JE1504  USGS QUAD   -  WAVERLY (1973)
 JE1504
 JE1504                         *CURRENT SURVEY CONTROL
 JE1504  ___________________________________________________________________
 JE1504* NAD 83(1986)-  38 27 18.     (N)    095 36 01.     (W)     SCALED    
 JE1504* NAVD 88     -       334.208  (meters)    1096.48   (feet)  ADJUSTED  
 JE1504  ___________________________________________________________________
 JE1504  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JE1504  DYNAMIC HT  -         333.967 (meters)    1095.69  (feet)  COMP
 JE1504  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 JE1504
 JE1504  VERT ORDER  -  SECOND    CLASS 0
 JE1504
 JE1504.The horizontal coordinates were scaled from a topographic map and have
 JE1504.an estimated accuracy of +/- 6 seconds.
 JE1504
 JE1504.The orthometric height was determined by differential leveling
 JE1504.and adjusted by the National Geodetic Survey in June 1991..
 JE1504
 JE1504.The geoid height was determined by GEOID03.
 JE1504
 JE1504.The dynamic height is computed by dividing the NAVD 88
 JE1504.geopotential number by the normal gravity value computed on the
 JE1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1504.degrees latitude (g = 980.6199 gals.).
 JE1504
 JE1504.The modeled gravity was interpolated from observed gravity values.
 JE1504
 JE1504;                    North         East    Units  Estimated Accuracy
 JE1504;SPC KS S     -   602,420.      653,060.      MT  (+/- 180 meters Scaled)
 JE1504
 JE1504                          SUPERSEDED SURVEY CONTROL
 JE1504
 JE1504  NGVD 29 (??/??/92)  334.048  (m)         1095.96   (f) ADJ UNCH    2 0
 JE1504
 JE1504.Superseded values are not recommended for survey control.
 JE1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1504.See file dsdata.txt to determine how the superseded data were derived.
 JE1504
 JE1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC731595(NAD 83)
 JE1504_MARKER: DR = REFERENCE MARK DISK
 JE1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1504_STAMPING: EAST NO 1 1974
 JE1504
 JE1504  HISTORY     - Date     Condition        Report By
 JE1504  HISTORY     - 1974     MONUMENTED       NGS
 JE1504
 JE1504                          STATION DESCRIPTION
 JE1504
 JE1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1504'4.0 MI N FROM WAVERLY.
 JE1504'AT THE EAST STATION SITE.  THE MARK IS SET IN THE TOP OF A CONCRETE
 JE1504'POST FLUSH WITH THE GROUND, 61.14 FEET SOUTH-SOUTHEAST OF THE STATION,
 JE1504'169.87 FEET SOUTHEAST OF RM 2, 0.9 FOOT WEST OF THE FENCE, 83 FEET
 JE1504'EAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 60.9 FEET SOUTH OF
 JE1504'A METAL WITNESS SIGN AND IS ABOUT LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0140 ***********************************************************************
 KF0140  DESIGNATION -  EAST RM 1
 KF0140  PID         -  KF0140
 KF0140  STATE/COUNTY-  KS/GEARY
 KF0140  USGS QUAD   -  SWEDE CREEK (1982)
 KF0140
 KF0140                         *CURRENT SURVEY CONTROL
 KF0140  ___________________________________________________________________
 KF0140* NAD 83(1986)-  39 03 52.     (N)    096 30 35.     (W)     SCALED    
 KF0140* NAVD 88     -       416.519  (meters)    1366.53   (feet)  ADJUSTED  
 KF0140  ___________________________________________________________________
 KF0140  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 KF0140  DYNAMIC HT  -         416.234 (meters)    1365.59  (feet)  COMP
 KF0140  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 KF0140
 KF0140  VERT ORDER  -  SECOND    CLASS 0
 KF0140
 KF0140.The horizontal coordinates were scaled from a topographic map and have
 KF0140.an estimated accuracy of +/- 6 seconds.
 KF0140
 KF0140.The orthometric height was determined by differential leveling
 KF0140.and adjusted by the National Geodetic Survey in June 1991..
 KF0140
 KF0140.The geoid height was determined by GEOID03.
 KF0140
 KF0140.The dynamic height is computed by dividing the NAVD 88
 KF0140.geopotential number by the normal gravity value computed on the
 KF0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0140.degrees latitude (g = 980.6199 gals.).
 KF0140
 KF0140.The modeled gravity was interpolated from observed gravity values.
 KF0140
 KF0140;                    North         East    Units  Estimated Accuracy
 KF0140;SPC KS N     -    82,220.      528,970.      MT  (+/- 180 meters Scaled)
 KF0140
 KF0140                          SUPERSEDED SURVEY CONTROL
 KF0140
 KF0140  NGVD 29 (??/??/92)  416.381  (m)         1366.08   (f) ADJ UNCH    2 0
 KF0140
 KF0140.Superseded values are not recommended for survey control.
 KF0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0140.See file dsdata.txt to determine how the superseded data were derived.
 KF0140
 KF0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ154268(NAD 83)
 KF0140_MARKER: DR = REFERENCE MARK DISK
 KF0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0140_STAMPING: EAST NO 1 1970
 KF0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0140+STABILITY: SURFACE MOTION
 KF0140
 KF0140  HISTORY     - Date     Condition        Report By
 KF0140  HISTORY     - 1970     MONUMENTED       NGS
 KF0140
 KF0140                          STATION DESCRIPTION
 KF0140
 KF0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0140'12 MI W FROM ALMA.
 KF0140'ABOUT 11.95 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0140'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.6 MILE WEST
 KF0140'OF THE HIGHWAY OVERPASS FOR DEEP CREEK ROAD, ON THE TOP OF A
 KF0140'15-FOOT HIGH CUT ON THE SOUTH SIDE OF THE HIGHWAY, 0.5 MILE
 KF0140'WEST OF THE GEARY-RILEY COUNTY LINE, 69 FEET SOUTH (SLOPE
 KF0140'MEASUREMENT) OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 KF0140'16 FEET SOUTH OF THE TOP OF THE CUT, 33.80 FEET NORTH OF THE
 KF0140'STATION MARK, ABOUT LEVEL WITH THE STATION MARK, AND SET IN
 KF0140'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.  SECTION
 KF0140'27, T 11S, R 8E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1502 ***********************************************************************
 JE1502  DESIGNATION -  EAST RM 2
 JE1502  PID         -  JE1502
 JE1502  STATE/COUNTY-  KS/OSAGE
 JE1502  USGS QUAD   -  WAVERLY (1973)
 JE1502
 JE1502                         *CURRENT SURVEY CONTROL
 JE1502  ___________________________________________________________________
 JE1502* NAD 83(1986)-  38 27 18.     (N)    095 36 01.     (W)     SCALED    
 JE1502* NAVD 88     -       334.363  (meters)    1096.99   (feet)  ADJUSTED  
 JE1502  ___________________________________________________________________
 JE1502  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JE1502  DYNAMIC HT  -         334.123 (meters)    1096.20  (feet)  COMP
 JE1502  MODELED GRAV-     979,900.9   (mgal)                       NAVD 88
 JE1502
 JE1502  VERT ORDER  -  SECOND    CLASS 0
 JE1502
 JE1502.The horizontal coordinates were scaled from a topographic map and have
 JE1502.an estimated accuracy of +/- 6 seconds.
 JE1502
 JE1502.The orthometric height was determined by differential leveling
 JE1502.and adjusted by the National Geodetic Survey in June 1991..
 JE1502
 JE1502.The geoid height was determined by GEOID03.
 JE1502
 JE1502.The dynamic height is computed by dividing the NAVD 88
 JE1502.geopotential number by the normal gravity value computed on the
 JE1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1502.degrees latitude (g = 980.6199 gals.).
 JE1502
 JE1502.The modeled gravity was interpolated from observed gravity values.
 JE1502
 JE1502;                    North         East    Units  Estimated Accuracy
 JE1502;SPC KS S     -   602,420.      653,060.      MT  (+/- 180 meters Scaled)
 JE1502
 JE1502                          SUPERSEDED SURVEY CONTROL
 JE1502
 JE1502  NGVD 29 (??/??/92)  334.204  (m)         1096.47   (f) ADJ UNCH    2 0
 JE1502
 JE1502.Superseded values are not recommended for survey control.
 JE1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1502.See file dsdata.txt to determine how the superseded data were derived.
 JE1502
 JE1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC731595(NAD 83)
 JE1502_MARKER: DR = REFERENCE MARK DISK
 JE1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1502_STAMPING: EAST NO 2 1974
 JE1502
 JE1502  HISTORY     - Date     Condition        Report By
 JE1502  HISTORY     - 1974     MONUMENTED       NGS
 JE1502
 JE1502                          STATION DESCRIPTION
 JE1502
 JE1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1502'4.0 MI N FROM WAVERLY.
 JE1502'AT THE EAST STATION SITE.  THE MARK IS SET IN THE TOP OF A CONCRETE
 JE1502'POST FLUSH WITH THE GROUND, 137.7 FEET WEST OF THE STATION, 169.87
 JE1502'FEET NORTHWEST OF RM 1, 73 FEET WEST OF THE APPROXIMATE CENTER OF THE
 JE1502'GRAVELED ROAD, 1.5 FOOT EAST OF A FENCE, 3.3 FEET SOUTH-SOUTHEAST OF
 JE1502'THE NORTH END OF FENCE, 3.3 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST
 JE1502'AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0139 ***********************************************************************
 KF0139  DESIGNATION -  EAST RM 2
 KF0139  PID         -  KF0139
 KF0139  STATE/COUNTY-  KS/GEARY
 KF0139  USGS QUAD   -  SWEDE CREEK (1982)
 KF0139
 KF0139                         *CURRENT SURVEY CONTROL
 KF0139  ___________________________________________________________________
 KF0139* NAD 83(1986)-  39 03 52.     (N)    096 30 36.     (W)     SCALED    
 KF0139* NAVD 88     -       416.217  (meters)    1365.54   (feet)  ADJUSTED  
 KF0139  ___________________________________________________________________
 KF0139  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 KF0139  DYNAMIC HT  -         415.933 (meters)    1364.61  (feet)  COMP
 KF0139  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 KF0139
 KF0139  VERT ORDER  -  SECOND    CLASS 0
 KF0139
 KF0139.The horizontal coordinates were scaled from a topographic map and have
 KF0139.an estimated accuracy of +/- 6 seconds.
 KF0139
 KF0139.The orthometric height was determined by differential leveling
 KF0139.and adjusted by the National Geodetic Survey in June 1991..
 KF0139
 KF0139.The geoid height was determined by GEOID03.
 KF0139
 KF0139.The dynamic height is computed by dividing the NAVD 88
 KF0139.geopotential number by the normal gravity value computed on the
 KF0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0139.degrees latitude (g = 980.6199 gals.).
 KF0139
 KF0139.The modeled gravity was interpolated from observed gravity values.
 KF0139
 KF0139;                    North         East    Units  Estimated Accuracy
 KF0139;SPC KS N     -    82,220.      528,950.      MT  (+/- 180 meters Scaled)
 KF0139
 KF0139                          SUPERSEDED SURVEY CONTROL
 KF0139
 KF0139  NGVD 29 (??/??/92)  416.079  (m)         1365.09   (f) ADJ UNCH    2 0
 KF0139
 KF0139.Superseded values are not recommended for survey control.
 KF0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0139.See file dsdata.txt to determine how the superseded data were derived.
 KF0139
 KF0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ154268(NAD 83)
 KF0139_MARKER: DR = REFERENCE MARK DISK
 KF0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0139_STAMPING: EAST NO 2 1970
 KF0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0139+STABILITY: SURFACE MOTION
 KF0139
 KF0139  HISTORY     - Date     Condition        Report By
 KF0139  HISTORY     - 1970     MONUMENTED       NGS
 KF0139
 KF0139                          STATION DESCRIPTION
 KF0139
 KF0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0139'12 MI W FROM ALMA.
 KF0139'ABOUT 11.95 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0139'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.6 MILE WEST OF
 KF0139'THE HIGHWAY OVERPASS FOR DEEP CREEK ROAD, ON THE TOP OF A 15-FOOT
 KF0139'HIGH CUT ON THE SOUTH SIDE OF THE HIGHWAY, 0.5 MILE WEST OF
 KF0139'THE GEARY-RILEY COUNTY LINE, 104 1/2 FEET SOUTH OF THE CENTER
 KF0139'LINE OF THE SOUTH LANES OF THE HIGHWAY (SLOPE MEASUREMENT),
 KF0139'1 1/2 FEET NORTH OF A FENCE, 36.10 FEET EAST OF THE STATION
 KF0139'MARK, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE STATION MARK, AND
 KF0139'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 KF0139'SECTION 27, T 11S, R 8E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1129 ***********************************************************************
 KF1129  DESIGNATION -  EBENEZER
 KF1129  PID         -  KF1129
 KF1129  STATE/COUNTY-  KS/CLAY
 KF1129  USGS QUAD   -  LASITA (1983)
 KF1129
 KF1129                         *CURRENT SURVEY CONTROL
 KF1129  ___________________________________________________________________
 KF1129* NAD 83(1997)-  39 22 47.78484(N)    096 59 51.75151(W)     ADJUSTED  
 KF1129* NAVD 88     -       409.96   (+/-2cm)    1345.0    (feet)  VERTCON   
 KF1129  ___________________________________________________________________
 KF1129  LAPLACE CORR-         -10.30  (seconds)                    DEFLEC99
 KF1129  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 KF1129
 KF1129  HORZ ORDER  -  SECOND
 KF1129  VERT ORDER  -  THIRD ? (See Below)
 KF1129
 KF1129.The horizontal coordinates were established by classical geodetic methods
 KF1129.and adjusted by the National Geodetic Survey in October 1998..
 KF1129
 KF1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1129.The vertical order pertains to the NGVD 29 superseded value.
 KF1129
 KF1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1129
 KF1129.The geoid height was determined by GEOID03.
 KF1129
 KF1129;                    North         East     Units Scale Factor Converg.
 KF1129;SPC KS N     -   116,663.927   486,353.357   MT  0.99995939   +0 38 03.0
 KF1129;UTM  14      - 4,360,852.652   672,457.751   MT  0.99996620   +1 16 14.5
 KF1129
 KF1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1129!SPC KS N     -   0.99994006  x   0.99995939  =   0.99989945
 KF1129!UTM  14      -   0.99994006  x   0.99996620  =   0.99990626
 KF1129
 KF1129|---------------------------------------------------------------------|
 KF1129| PID    Reference Object                     Distance      Geod. Az  |
 KF1129|                                                           dddmmss.s |
 KF1129| CL6437 EBENEZER RM 1                        26.460 METERS 08725     |
 KF1129| KF0704 R 118 RESET                                        0891001.6 |
 KF1129| CL6436 EBENEZER AZ MK                                     0915334.8 |
 KF1129| KF1122 LEONARDVILLE MUNICIPAL TANK         APPROX.12.1 KM 0972026.7 |
 KF1129| KF1123 GATESVILLE BETHONY CH SPIRE         APPROX.12.2 KM 1724337.2 |
 KF1129| KF1130 EBENEZER METH EPISCOPAL CH           34.013 METERS 28305     |
 KF1129| CL6438 EBENEZER RM 2                        24.622 METERS 35018     |
 KF1129| KF1128 GREEN MUNICIPAL STANDPIPE           APPROX. 5.7 KM 3594857.0 |
 KF1129|---------------------------------------------------------------------|
 KF1129
 KF1129                          SUPERSEDED SURVEY CONTROL
 KF1129
 KF1129  NAD 83(1997)-  39 22 47.79142(N)    096 59 51.74982(W) AD(       ) 2
 KF1129  NAD 83(1986)-  39 22 47.79192(N)    096 59 51.74995(W) AD(       ) 2
 KF1129  NAD 27      -  39 22 47.81000(N)    096 59 50.70600(W) AD(       ) 2
 KF1129  NGVD 29 (07/19/86)  409.85   (m)         1344.6    (f) LEVELING    3  
 KF1129
 KF1129.Superseded values are not recommended for survey control.
 KF1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1129.See file dsdata.txt to determine how the superseded data were derived.
 KF1129
 KF1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ7245860853(NAD 83)
 KF1129_MARKER: DS = TRIANGULATION STATION DISK
 KF1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1129
 KF1129  HISTORY     - Date     Condition        Report By
 KF1129  HISTORY     - 1947     MONUMENTED       CGS
 KF1129  HISTORY     - 1961     GOOD             CGS
 KF1129  HISTORY     - 1963     GOOD             CGS
 KF1129  HISTORY     - 1965     GOOD             CGS
 KF1129
 KF1129                          STATION DESCRIPTION
 KF1129
 KF1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1129'STATION IS LOCATED ABOUT 7 MILES EAST OF CLAY CENTER AND 7 MILES
 KF1129'WEST OF LEONARDVILLE ALONG U.S. HIGHWAY 24, NEAR THE EBENEZER
 KF1129'METHODIST CHURCH.  IT IS 46.5 FEET NORTH OF THE CENTER OF THE
 KF1129'HIGHWAY, 86 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KF1129'CHURCH, 45 FEET EAST OF THE CENTER OF THE ROAD LEADING INTO THE
 KF1129'CHURCH YARD, 17.5 FEET EAST OF A FENCE CORNER AND 6 FEET SOUTH
 KF1129'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED EBENEZER 1947 AND IS
 KF1129'FLUSH WITH THE GROUND.
 KF1129'
 KF1129'REFERENCE MARK NO. 1 IS 51.5 FEET NORTH OF THE CENTER OF U.S.
 KF1129'HIGHWAY 24 AND 1.5 FEET SOUTH OF AN EAST-WEST FENCE AT THE EAST
 KF1129'END OF A WIRE GATE.  IT IS STAMPED EBENEZER NO 1 1947 AND PROJECTS
 KF1129'5 INCHES.
 KF1129'
 KF1129'REFERENCE MARK NO. 2 IS 53 FEET EAST-NORTHEAST OF THE NORTHEAST
 KF1129'CORNER OF THE EBENEZER METHODIST CHURCH AND 1 FOOT WEST OF A
 KF1129'NORTH-SOUTH FENCE LINE.  IT IS STAMPED EBENEZER NO 2 1947 AND
 KF1129'PROJECTS 3 INCHES.
 KF1129'
 KF1129'AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 24,
 KF1129'1 FOOT NORTH OF AN EAST-WEST FENCE LINE AT A T FENCE CORNER AND
 KF1129'TWO WIRE GATES, AND 1.5 FEET WEST OF A 4-INCH SQUARE WHITE WOODEN
 KF1129'WITNESS POST THAT PROJECTS 1.5 FEET.  IT IS STAMPED EBENEZER
 KF1129'1947 AND PROJECTS 6 INCHES.
 KF1129'
 KF1129'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KF1129'KANSAS HIGHWAY 15 IN CLAY CENTER, GO EAST ON U.S. 24 FOR 6.7
 KF1129'MILES TO A CROSSROAD AT THE EBENEZER METHODIST CHURCH AND
 KF1129'THE STATION AS DESCRIBED.
 KF1129'
 KF1129'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON
 KF1129'U.S. 24 FOR 0.9 MILE.
 KF1129'
 KF1129'A 74 FOOT SIGNAL AT LEONARD IS VISIBLE FROM THE GROUND.
 KF1129'
 KF1129'A 74 FOOT SIGNAL AT BALA IS VISIBLE AT 37 FEET.
 KF1129'
 KF1129'AN 87 FOOT SIGNAL AT SWEN 1935 IS VISIBLE FROM THE GROUND.
 KF1129'
 KF1129'47 FOOT SIGNAL AT SAM 1935 IS VISIBLE AT 37 FEET.
 KF1129'
 KF1129'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KF1129
 KF1129                          STATION RECOVERY (1961)
 KF1129
 KF1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KF1129'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KF1129'CONDITION.  THE STATION MARK IS 2 MILES WEST OF THE CLAY-RILEY
 KF1129'COUNTY LINE AND FLUSH WITH THE GROUND.
 KF1129
 KF1129                          STATION RECOVERY (1963)
 KF1129
 KF1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF1129'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF1129'FOUND IN GOOD CONDITION.  A NEW STEEL WITNESS POST WAS PLACED 1
 KF1129'FOOT WEST OF THE STATION MARK WHICH IS FLUSH WITH THE GROUND AND
 KF1129'ANOTHER STEEL POST WITH SIGN WAS PLACED 1 FOOT SOUTH OF THE
 KF1129'AZIMUTH MARK.
 KF1129
 KF1129                          STATION RECOVERY (1965)
 KF1129
 KF1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1129'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED AS
 KF1129'DESCRIBED AND FOUND TO BE IN GOOD CONDITION, THE AZIMUTH MARK
 KF1129'HAS BEEN DESTROYED BY NEW CONSTRUTION WORK ON U.S. HIGHWAY 24.
 KF1129'A NEW AZIMUTH MARK WAS ESTABLISHED.
 KF1129'
 KF1129'THE AZIMUTH MARK IS BENCH MARK R 118 RESET 1965, LOCTED AT THE
 KF1129'CROSSROAD 1.0 MILE EAST OF THE STATION, ABOUT 200 FEET NORTH
 KF1129'OF CENTER LINE OF U.S. HIGHWAY 24, 58 FEET WEST OF CENTER LINE
 KF1129'OF THE GRAVEL ROAD, 1.0 FOOT NORTH OF A POWER LINE POLE, 1.0 FOOT
 KF1129'WEST OF THE FENCE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.
 KF1129'A STANDARD BENCH MARK DISK, STAMPED R 118 RESET 1965 SET IN
 KF1129'THE TOP OF A CONCRETE MONUMENT AND PROJECTING ABOUT 3 INCHES.
 KF1129'
 KF1129'TO REACH THE STATION FROM THE POST OFFICE IN GREEN, GO SOUTH ON
 KF1129'THE MACADAM ROAD 3.5 MILES TO THE JUNCTION OF U.S. HIGHWAY 24
 KF1129'AND THE EBENEZER METHODIST CHURCH ON THE LEFT AND STATION AS
 KF1129'PREVIOUSLY DESCRIBED.
 KF1129'
 KF1129'THE NEW ELEVATION FOR R 118 RESET 1965 IS 1326.880 FEET.
 KF1129'
 KF1129'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KF1129'
 KF1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.5 MILES
 KF1129'SOUTH OF GREEN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1130 ***********************************************************************
 KF1130  DESIGNATION -  EBENEZER METH EPISCOPAL CH
 KF1130  PID         -  KF1130
 KF1130  STATE/COUNTY-  KS/CLAY
 KF1130  USGS QUAD   -  LASITA (1983)
 KF1130
 KF1130                         *CURRENT SURVEY CONTROL
 KF1130  ___________________________________________________________________
 KF1130* NAD 83(1997)-  39 22 48.03439(N)    096 59 53.13580(W)     ADJUSTED  
 KF1130* NAVD 88     -                                                        
 KF1130  ___________________________________________________________________
 KF1130  LAPLACE CORR-         -10.29  (seconds)                    DEFLEC99
 KF1130  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 KF1130
 KF1130  HORZ ORDER  -  THIRD
 KF1130
 KF1130.The horizontal coordinates were established by classical geodetic methods
 KF1130.and adjusted by the National Geodetic Survey in October 1998..
 KF1130
 KF1130
 KF1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1130
 KF1130.The geoid height was determined by GEOID03.
 KF1130
 KF1130;                    North         East     Units Scale Factor Converg.
 KF1130;SPC KS N     -   116,671.256   486,320.144   MT  0.99995939   +0 38 02.1
 KF1130;UTM  14      - 4,360,859.611   672,424.458   MT  0.99996606   +1 16 13.6
 KF1130
 KF1130                          SUPERSEDED SURVEY CONTROL
 KF1130
 KF1130  NAD 83(1997)-  39 22 48.04099(N)    096 59 53.13425(W) AD(       ) 4
 KF1130  NAD 83(1986)-  39 22 48.04109(N)    096 59 53.13343(W) AD(       ) 4
 KF1130  NAD 27      -  39 22 48.06000(N)    096 59 52.09400(W) AD(       ) 3
 KF1130
 KF1130.Superseded values are not recommended for survey control.
 KF1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1130.See file dsdata.txt to determine how the superseded data were derived.
 KF1130
 KF1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ7242460860(NAD 83)
 KF1130_MARKER: 90 = CHURCH SPIRE
 KF1130
 KF1130  HISTORY     - Date     Condition        Report By
 KF1130  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1130  HISTORY     - 1965     GOOD             CGS
 KF1130
 KF1130                          STATION DESCRIPTION
 KF1130
 KF1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1130'LOCATED 4.0 MILES SOUTH OF GREEN, 100 FEET NORTH OF U.S. HIGHWAY
 KF1130'NO. 24 AND 100 FEET EAST OF COUNTY ROAD NO. 859 (MACADAM).
 KF1130'
 KF1130'SPIRE IS ABOUT 75 FEET HIGH.  IT HAS A ROOF CONSTRUCTED OF
 KF1130'LIGHT METAL SHINGLES AND A FINIAL AT ITS APEX.  THE FINIAL
 KF1130'IS CONSTRUCTED OF LIGHT METAL.
 KF1130'
 KF1130'POINT OBSERVED WAS THE FINIAL.
 KF1130
 KF1130                          STATION RECOVERY (1965)
 KF1130
 KF1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1130'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0389 ***********************************************************************
 KJ0389  DESIGNATION -  ECKLUND
 KJ0389  PID         -  KJ0389
 KJ0389  STATE/COUNTY-  KS/CHEYENNE
 KJ0389  USGS QUAD   -  WILLOW CREEK RANCH (1963)
 KJ0389
 KJ0389                         *CURRENT SURVEY CONTROL
 KJ0389  ___________________________________________________________________
 KJ0389* NAD 83(1997)-  39 53 48.24920(N)    102 02 58.78665(W)     ADJUSTED  
 KJ0389* NAVD 88     -      1136.5    (meters)    3729.     (feet)  VERTCON   
 KJ0389  ___________________________________________________________________
 KJ0389  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 KJ0389  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 KJ0389
 KJ0389  HORZ ORDER  -  SECOND
 KJ0389
 KJ0389.The horizontal coordinates were established by classical geodetic methods
 KJ0389.and adjusted by the National Geodetic Survey in October 1998..
 KJ0389
 KJ0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0389
 KJ0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0389
 KJ0389.The geoid height was determined by GEOID03.
 KJ0389
 KJ0389;                    North         East     Units Scale Factor Converg.
 KJ0389;SPC KS N     -   181,306.687    53,771.682   MT  1.00002037   -2 33 44.2
 KJ0389;SPC CO N     -   373,094.951 1,209,401.178   MT  0.99997582   +2 13 45.8
 KJ0389;SPC CO N     - 1,224,062.35  3,967,843.70   sFT  0.99997582   +2 13 45.8
 KJ0389;SPC NE       -     9,117.982   324,715.970   MT  1.00004824   -1 21 29.9
 KJ0389;UTM  13      - 4,420,463.503   752,238.805   MT  1.00038335   +1 53 36.1
 KJ0389;UTM  14      - 4,420,749.004   239,267.924   MT  1.00043700   -1 57 25.8
 KJ0389
 KJ0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0389!SPC KS N     -   0.99982529  x   1.00002037  =   0.99984565
 KJ0389!SPC CO N     -   0.99982529  x   0.99997582  =   0.99980111
 KJ0389!SPC NE       -   0.99982529  x   1.00004824  =   0.99987352
 KJ0389!UTM  13      -   0.99982529  x   1.00038335  =   1.00020857
 KJ0389!UTM  14      -   0.99982529  x   1.00043700  =   1.00026221
 KJ0389
 KJ0389|---------------------------------------------------------------------|
 KJ0389| PID    Reference Object                     Distance      Geod. Az  |
 KJ0389|                                                           dddmmss.s |
 KJ0389| CP7066 ECKLUND RM 1                         85.954 METERS 09017     |
 KJ0389| CP7065 ECKLUND AZ MK                                      1340118.2 |
 KJ0389| CP7067 ECKLUND RM 2                         87.173 METERS 20613     |
 KJ0389|---------------------------------------------------------------------|
 KJ0389
 KJ0389                          SUPERSEDED SURVEY CONTROL
 KJ0389
 KJ0389  NAD 83(1997)-  39 53 48.24928(N)    102 02 58.78653(W) AD(       ) 2
 KJ0389  NAD 83(1997)-  39 53 48.24904(N)    102 02 58.78666(W) AD(       ) 2
 KJ0389  NAD 83(1986)-  39 53 48.24877(N)    102 02 58.78646(W) AD(       ) 2
 KJ0389  NAD 27      -  39 53 48.28300(N)    102 02 57.11800(W) AD(       ) 2
 KJ0389  NGVD 29 (01/21/92) 1136.0    (m)         3727.     (f) VERT ANG       
 KJ0389
 KJ0389.Superseded values are not recommended for survey control.
 KJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0389.See file dsdata.txt to determine how the superseded data were derived.
 KJ0389
 KJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE5223920464(NAD 83)
 KJ0389_MARKER: DS = TRIANGULATION STATION DISK
 KJ0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0389
 KJ0389  HISTORY     - Date     Condition        Report By
 KJ0389  HISTORY     - 1933     MONUMENTED       CGS
 KJ0389  HISTORY     - 1963     GOOD             USGS
 KJ0389
 KJ0389                          STATION DESCRIPTION
 KJ0389
 KJ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 KJ0389'STATION IS ABOUT 11 MILES SW OF HAIGLER, 16 MILES NW OF SAINT
 KJ0389'FRANCIS AND 3 MILES NW OF STATION NORTHRUP, IN SE 1/4 SEC. 5,
 KJ0389'T 2 S, R 42 W, AND JUST E OF COLORADO STATE LINE.  LAND IS
 KJ0389'OWNED BY MARTHA ECKLUND.
 KJ0389'
 KJ0389'STATION IS ON N BANK OF DEEP RAVINE RUNNING E AND W AT S
 KJ0389'EDGE OF SMALL TABLELAND.
 KJ0389'
 KJ0389'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KJ0389'BRONZE DISKS SET IN CONCRETE.
 KJ0389'
 KJ0389'REFERENCE MARK NO. 1 IS ESE OF STATION ON E BANK OF SMALL WASH,
 KJ0389'RUNNING N AND S, EMPTYING INTO A LARGER WASH RUNNING N AND S.
 KJ0389'
 KJ0389'REFERENCE MARK NO. 2 IS SW ON POINT OF KNOLL DROPPING OFF
 KJ0389'SHARPLY TO SE.
 KJ0389'
 KJ0389'AZIMUTH MARK IS SE OF STATION IN E AND W FENCE, NEAR THE SUMMIT
 KJ0389'OF ROUNDED HILL.
 KJ0389'
 KJ0389'TO REACH FROM SAINT FRANCIS FOLLOW STATE HIGHWAY 27 NW 13.2
 KJ0389'MILES TO CROSSROADS, 1 MILE N OF SCHOOL BUILDING, THENCE W
 KJ0389'5.0 MILES TO RANCH ON N, PASS THROUGH CORRALS AND FOLLOW TRAILS
 KJ0389'N AND NW ABOUT 2.4 MILES TO SUMMIT OF HILL AND STATION.
 KJ0389'
 KJ0389'HEIGHT OF LIGHT ABOVE STATION MARK - 2.11 METERS.
 KJ0389
 KJ0389                          STATION RECOVERY (1963)
 KJ0389
 KJ0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KJ0389'REFERENCE MARK NO. 1 WAS NOT RECOVERED.
 KJ0389'
 KJ0389'STATION MARK--STANDARD USC AND GS DISK STAMPED---ECKLUND 1933---, IN
 KJ0389'CONCRETE POST SET 0.2 FT. BELOW SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1204 ***********************************************************************
 KE1204  DESIGNATION -  ECKMAN RESET
 KE1204  PID         -  KE1204
 KE1204  STATE/COUNTY-  KS/LEAVENWORTH
 KE1204  USGS QUAD   -  TONGANOXIE (1978)
 KE1204
 KE1204                         *CURRENT SURVEY CONTROL
 KE1204  ___________________________________________________________________
 KE1204* NAD 83(1997)-  39 02 32.57856(N)    095 00 07.21337(W)     ADJUSTED  
 KE1204* NAVD 88     -       306.40   (+/-2cm)    1005.2    (feet)  VERTCON   
 KE1204  ___________________________________________________________________
 KE1204  X           -    -432,515.679 (meters)                     COMP
 KE1204  Y           -  -4,941,686.392 (meters)                     COMP
 KE1204  Z           -   3,996,145.356 (meters)                     COMP
 KE1204  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 KE1204  ELLIP HEIGHT-         274.36  (meters)          (10/02/98) GPS OBS
 KE1204  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 KE1204
 KE1204  HORZ ORDER  -  FIRST
 KE1204  VERT ORDER  -  THIRD ? (See Below)
 KE1204  ELLP ORDER  -  FOURTH    CLASS I
 KE1204
 KE1204.The horizontal coordinates were established by classical geodetic methods
 KE1204.and adjusted by the National Geodetic Survey in October 1998..
 KE1204
 KE1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1204.The vertical order pertains to the NGVD 29 superseded value.
 KE1204
 KE1204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1204
 KE1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1204
 KE1204.The ellipsoidal height was determined by GPS observations
 KE1204.and is referenced to NAD 83.
 KE1204
 KE1204.The geoid height was determined by GEOID03.
 KE1204
 KE1204;                    North         East     Units Scale Factor Converg.
 KE1204;SPC KS N     -    83,008.026   659,493.727   MT  0.99996343   +1 53 48.8
 KE1204;UTM  15      - 4,323,387.006   326,739.098   MT  0.99996965   -1 15 40.9
 KE1204
 KE1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1204!SPC KS N     -   0.99995696  x   0.99996343  =   0.99992039
 KE1204!UTM  15      -   0.99995696  x   0.99996965  =   0.99992661
 KE1204
 KE1204:                Primary Azimuth Mark                     Grid Az
 KE1204:SPC KS N     -  ECKMAN AZ MK                             359 34 40.3
 KE1204:UTM  15      -  ECKMAN AZ MK                             002 44 10.0
 KE1204
 KE1204|---------------------------------------------------------------------|
 KE1204| PID    Reference Object                     Distance      Geod. Az  |
 KE1204|                                                           dddmmss.s |
 KE1204| CL6439 ECKMAN AZ MK                                       0012829.1 |
 KE1204| CL6440 ECKMAN RM 3                          20.778 METERS 07041     |
 KE1204| CL6441 ECKMAN RM 4                          28.362 METERS 16312     |
 KE1204|---------------------------------------------------------------------|
 KE1204
 KE1204                          SUPERSEDED SURVEY CONTROL
 KE1204
 KE1204  NAD 83(1986)-  39 02 32.58602(N)    095 00 07.21310(W) AD(       ) 1
 KE1204  NAD 27      -  39 02 32.57650(N)    095 00 06.32573(W) AD(       ) 1
 KE1204  NGVD 29 (07/19/86)  306.30   (m)         1004.9    (f) LEVELING    3  
 KE1204
 KE1204.Superseded values are not recommended for survey control.
 KE1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1204.See file dsdata.txt to determine how the superseded data were derived.
 KE1204
 KE1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD2673923387(NAD 83)
 KE1204_MARKER: DS = TRIANGULATION STATION DISK
 KE1204_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KE1204_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KE1204_STAMPING: ECKMAN 1885
 KE1204_MARK LOGO: CGS   
 KE1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1204+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 KE1204
 KE1204  HISTORY     - Date     Condition        Report By
 KE1204  HISTORY     - 1934     MONUMENTED       CGS
 KE1204  HISTORY     - 1934     GOOD             CGS
 KE1204  HISTORY     - 1950     GOOD             CGS
 KE1204  HISTORY     - 1960     GOOD             CGS
 KE1204  HISTORY     - 1974     GOOD             USE
 KE1204  HISTORY     - 19880727 GOOD             KS-209
 KE1204  HISTORY     - 19890726 GOOD             NGS
 KE1204  HISTORY     - 20000505 GOOD             LOCSUR
 KE1204  HISTORY     - 20020826 GOOD             SKW
 KE1204
 KE1204                          STATION DESCRIPTION
 KE1204
 KE1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1204'ABOUT 8 MILES NORTH-NORTHWEST OF DE SOTO, ABOUT 6-1/2 MILES
 KE1204'WEST-SOUTHWEST OF BONNER SPRINGS, NEAR THE NORTHEAST CORNER
 KE1204'OF SEC. 6, T. 12 S., R. 22 E., ON LAND OWNED BY CHARLES
 KE1204'OELSCHLAEGER WHO LIVES ACROSS THE ROAD FROM THE STATION, IN THE
 KE1204'GARDEN JUST NORTH OF THE OLD DAISY HOTEL, 78 FEET NORTH-NORTHEAST
 KE1204'OF ITS NORTHWEST CORNER, 79 FEET NORTH-NORTHWEST OF ITS
 KE1204'NORTHEAST CORNER, 36 FEET NORTH OF THE SOUTH GARDEN FENCE, 34
 KE1204'FEET EAST OF THE WEST FENCE, 23 FEET SOUTH OF THE NORTH FENCE,
 KE1204'69 FEET WEST OF THE EAST FENCE WHICH IS ON THE RIGHT-OF-WAY
 KE1204'LINE, 95 FEET WEST OF THE CENTER LINE OF THE SECTION-LINE
 KE1204'ROAD, AND IS FLUSH WITH THE SURFACE.  THE STATION MARK, WHICH
 KE1204'WAS ORIGINALLY A 6-INCH SQUARE MARBLE POST WITH A STANDARD
 KE1204'DISK IN THE CENTER, HAS BEEN REINFORCED WITH CONCRETE, AND
 KE1204'IS NOW MARKED.
 KE1204'
 KE1204'THE UNDERGROUND MARK WAS LEFT AS ORIGINALLY ESTABLISHED.
 KE1204'IT IS A BOTTLE FILLED WITH ASHES, ABOUT 3 FEET BELOW THE
 KE1204'SURFACE OF THE GROUND.
 KE1204'
 KE1204'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 32 AT THE
 KE1204'NORTH EDGE OF BONNER SPRINGS, GO WEST AND SOUTH ON HIGHWAY 32
 KE1204'FOR 5.7 MILES TO CROSSROADS, THENCE WEST ON DIRT ROAD 1.5 MILES
 KE1204'TO ANOTHER CROSSROADS, THENCE SOUTH FOR 0.1 MILE TO THE
 KE1204'OLD HOTEL AND THE STATION ON THE WEST SIDE OF THE ROAD.
 KE1204'
 KE1204'THE WITNESS MARKS ARE 6-INCH SQUARE SANDSTONE POSTS.  BOTH
 KE1204'OF THEM WERE FOUND IN THEIR ORIGINAL POSITIONS, 6 FEET NORTH
 KE1204'AND SOUTH RESPECTIVELY FROM THE STATION.  THEY ARE NOW ABOUT
 KE1204'6 INCHES BELOW THE SURFACE, PROBABLY HAVING BEEN BROKEN
 KE1204'OFF.
 KE1204'
 KE1204'REFERENCE MARK NO. 3 (1934) IS EAST-NORTHEAST OF THE STATION,
 KE1204'NEAR THE NORTHEAST CORNER OF THE GARDEN, 4 FEET WEST OF THE
 KE1204'NORTHEAST CORNER POST, 32 FEET WEST OF THE CENTER LINE OF THE
 KE1204'ROAD, PROJECTS 4 INCHES ABOVE GROUND AND IS MARKED.
 KE1204'
 KE1204'REFERENCE MARK NO. 4 (1934) IS SOUTH-SOUTHEAST OF THE STATION,
 KE1204'IN THE FRONT YARD OF THE OLD DAISY HOTEL, 24 FEET EAST-SOUTHEAST
 KE1204'OF THE NORTHEAST CORNER OF THE HOTEL, 14 FEET EAST OF ITS
 KE1204'CONCRETE PORCH, 25 FEET NORTHWEST OF THE CONCRETE WELL, IS
 KE1204'FLUSH WITH SURFACE AND IS MARKED ACCORDING TO STANDARD
 KE1204'
 KE1204'AZIMUTH MARK (1934) IS NORTH OF THE STATION, ABOUT 0.6 MILE
 KE1204'NORTH OF THE CROSSROADS, 30 FEET WEST OF THE CENTER LINE OF
 KE1204'THE ROAD, AT THE SOUTHEAST CORNER OF OLD BARBWIRE PASTURE
 KE1204'FENCE, PROJECTS 3 INCHES ABOVE GROUND, AND IS MARKED.
 KE1204'
 KE1204'AN 87-FOOT SIGNAL AT MARTY 2 COMES INTO VIEW AT 40 FEET.  A
 KE1204'74-FOOT SIGNAL AT THOMAS (1885) COMES INTO VIEW AT 30 FEET.  A 100
 KE1204'FOOT SIGNAL AT PIPER COMES INTO VIEW AT 45 FEET.  A 100-FOOT
 KE1204'SIGNAL AT MT. HOPE COMES INTO VIEW AT 90 FEET.
 KE1204
 KE1204                          STATION RECOVERY (1934)
 KE1204
 KE1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KE1204'RECOVERED IN GOOD CONDITION.
 KE1204
 KE1204                          STATION RECOVERY (1950)
 KE1204
 KE1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KE1204'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 KE1204'AS DESCRIBED BY C.A.S. IN 1934 AND ALL MARKS WERE FOUND IN
 KE1204'GOOD CONDITION.  THE TOPOGRAPHIC DETAIL NEAR THE STATION HAS
 KE1204'CHANGED AND SOME ADDITIONAL REFERENCE MEASUREMENTS WERE
 KE1204'MADE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KE1204'
 KE1204'STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF DESOTO
 KE1204'AND 6 AND 1/2 MILES WEST-SOUTHWEST OF BONNER SPRINGS NEAR
 KE1204'THE NORTHEAST CORNER OF SEC. 6, T. 12 S., R. 22 E., ON LAND
 KE1204'OWNED BY CHARLES OELSCHLAEGER WHO LIVES ACROSS THE ROAD.  IT IS
 KE1204'IN A CULTIVATED FIELD, 122 FEET WEST OF A TREE USED AS A
 KE1204'FENCE CORNER AT DRIVEWAY TO FARM BUILDINGS ON THE EAST SIDE
 KE1204'OF ROAD, 79 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 KE1204'THE OLD DAISY HOTEL WHICH IS VACANT AND 51 FEET
 KE1204'NORTH-NORTHEAST OF A 24 INCH OAK TREE. IT IS STAMPED ECKMAN
 KE1204'1885 AND IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 KE1204'THE UNDERGROUND MARK IS A BOTTLE FILLED WITH ASHES ABOUT 3
 KE1204'FEET BELOW THE SURFACE OF THE GROUND.  SURFACE MARK IS
 KE1204'DESCRIBED.
 KE1204'
 KE1204'WITNESS MARKS ARE 6 BY 6-INCH SANDSTONE POSTS WHICH WERE FOUND
 KE1204'IN THEIR ORIGINAL POSITIONS, 6 FEET NORTH AND SOUTH OF THE
 KE1204'STATION AND ABOUT 8 INCHES BELOW THE SURFACE OF THE GROUND.
 KE1204'
 KE1204'REFERENCE MARK NO. 3 IS 68.17 FEET (20.778 METERS) EAST-NORTHEAST
 KE1204'OF THE STATION, 61 FEET WEST-NORTHWEST OF TREE USED AS FENCE
 KE1204'CORNER AT DRIVEWAY, 30 FEET WEST OF THE CENTER OF ROAD AND 11
 KE1204'FEET SOUTH OF TRACK ROAD INTO FIELD.  IT IS STAMPED ECKMAN
 KE1204'NO 3 1934 AND PROJECTS 2 INCHES.
 KE1204'
 KE1204'REFERENCE MARK NO. 4 IS 93.05 FEET (28.363 METERS) SOUTH-SOUTHEAST
 KE1204'OF THE STATION, 55 FEET NORTH OF A PINE TREE, 23 FEET
 KE1204'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE OLD DAISY HOTEL AND
 KE1204'20 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF CONCRETE WALL
 KE1204'AROUND WELL.  IT IS STAMPED ECKMAN NO 4 1934 AND IS 1 INCH
 KE1204'BELOW THE SURFACE OF THE GROUND.
 KE1204'
 KE1204'AZIMUTH MARK IS 0.6 MILE NORTH OF THE STATION, 34 FEET WEST OF THE
 KE1204'CENTER OF ROAD, 23 FEET NORTHWEST OF THE SOUTH GATE POST, 14 FEET
 KE1204'WEST OF A NORTHEAST FENCE CORNER AND 1 FOOT NORTH OF FENCE.  IT IS
 KE1204'STAMPED ECKMAN AZIMUTH 1934 AND PROJECTS 2 INCHES.
 KE1204'
 KE1204'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 32
 KE1204'AT THE SCHOOL IN BONNER SPRINGS, GO WEST AND SOUTH ON STATE
 KE1204'HIGHWAY 32 FOR 5.7 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST
 KE1204'ON DIRT ROAD FOR 1.5 MILES TO CROSSROADS.  TURN LEFT AND GO SOUTH
 KE1204'FOR 0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 KE1204'
 KE1204'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.1 MILE
 KE1204'TO CROSSROADS.  CONTINUE STRAIGHT AHEAD NORTH FOR 0.5 MILE TO
 KE1204'THE AZIMUTH MARK ON THE LEFT.
 KE1204
 KE1204                          STATION RECOVERY (1960)
 KE1204
 KE1204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 KE1204'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 KE1204'AS DESCRIBED.  THE STATION IS ON THE OELSCHLAEGER PROPERTY,
 KE1204'AND ACROSS THE ROAD FROM THE DAN OELSCHLAEGER HOME.
 KE1204
 KE1204                          STATION RECOVERY (1974)
 KE1204
 KE1204'RECOVERY NOTE BY US ENGINEERS 1974 (RLA)
 KE1204'ECKMAN 1885 RECOVERED EXCELLENT.
 KE1204'
 KE1204'ECKMAN REF. NO. 3 1934 RECOVERED EXCELLENT.
 KE1204'
 KE1204'ECKMAN REF. NO. 4 1934 RECOVERED EXCELLENT.
 KE1204'
 KE1204'DAISY HOTEL NO LONGER EXISTS, 24 INCHES OAK TREE IS GONE.
 KE1204'SURROUNDING AREA IS NO LONGER CULTIVATED, AND IS IN GRASS.
 KE1204'
 KE1204'DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES, WSW OF BONNER
 KE1204'SPRINGS.
 KE1204
 KE1204                          STATION RECOVERY (1988)
 KE1204
 KE1204'RECOVERY NOTE BY WYANDOTTE COUNTY KANSAS 1988
 KE1204'RECOVERED IN GOOD CONDITION.
 KE1204
 KE1204                          STATION RECOVERY (1989)
 KE1204
 KE1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE1204'A NEW TO REACH FOLLOWS.
 KE1204'LAND IS NOW OWNED BY MARVIN DOVE.  PHONE (913)723-3427.
 KE1204'TO REACH THE STATION FROM THE POST OFFICE IN BONNER SPRINGS, GO WEST
 KE1204'ON STATE HIGHWAY 32 FOR 0.3 KM (0.20 MI) TO A STOPLIGHT.  CONTINUE
 KE1204'WEST ON HIGHWAY 32 FOR 5.65 KM (3.50 MI) TO COUNTY ROAD 2.  CONTINUE
 KE1204'AHEAD, WEST AND SOUTH, ON HIGHWAY 32 FOR 4.8 KM (3.00 MI) TO A PAVED
 KE1204'ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.8 KM (0.50 MI) TO A
 KE1204'CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 0.25 KM
 KE1204'(0.15 MI), PASSING THE MAILBOX AND FIRST DRIVEWAY.  TURN RIGHT FOR 0.1
 KE1204'KM (0.05 MI) ON PRIVATE DRIVEWAY TO A Y-INTERSECTION.  BEAR RIGHT
 KE1204'THROUGH THE FIELD AND UP THE HILL TO THE STATION.
 KE1204'DESCRIBED BY R.K. WEGNER, TYPED BY HJS.
 KE1204
 KE1204                          STATION RECOVERY (2000)
 KE1204
 KE1204'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 KE1204'RECOVERED IN GOOD CONDITION.
 KE1204
 KE1204                          STATION RECOVERY (2002)
 KE1204
 KE1204'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE1204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1452 ***********************************************************************
 JE1452  DESIGNATION -  EDGERTON
 JE1452  PID         -  JE1452
 JE1452  STATE/COUNTY-  KS/MIAMI
 JE1452  USGS QUAD   -  WELLSVILLE (1973)
 JE1452
 JE1452                         *CURRENT SURVEY CONTROL
 JE1452  ___________________________________________________________________
 JE1452* NAD 83(1997)-  38 44 10.51184(N)    095 01 10.71543(W)     ADJUSTED  
 JE1452* NAVD 88     -       319.555  (meters)    1048.41   (feet)  ADJUSTED  
 JE1452  ___________________________________________________________________
 JE1452  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JE1452  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JE1452  DYNAMIC HT  -         319.338 (meters)    1047.69  (feet)  COMP
 JE1452  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 JE1452
 JE1452  HORZ ORDER  -  SECOND
 JE1452  VERT ORDER  -  SECOND    CLASS 0
 JE1452
 JE1452.The horizontal coordinates were established by classical geodetic methods
 JE1452.and adjusted by the National Geodetic Survey in October 1998..
 JE1452
 JE1452.The orthometric height was determined by differential leveling
 JE1452.and adjusted by the National Geodetic Survey in June 1991..
 JE1452
 JE1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1452
 JE1452.The geoid height was determined by GEOID03.
 JE1452
 JE1452.The dynamic height is computed by dividing the NAVD 88
 JE1452.geopotential number by the normal gravity value computed on the
 JE1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1452.degrees latitude (g = 980.6199 gals.).
 JE1452
 JE1452.The modeled gravity was interpolated from observed gravity values.
 JE1452
 JE1452;                    North         East     Units Scale Factor Converg.
 JE1452;SPC KS S     -   635,352.037   702,548.086   MT  1.00003795   +2 08 19.6
 JE1452;UTM  15      - 4,289,445.365   324,460.185   MT  0.99997946   -1 15 50.7
 JE1452
 JE1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1452!SPC KS S     -   0.99995486  x   1.00003795  =   0.99999281
 JE1452!UTM  15      -   0.99995486  x   0.99997946  =   0.99993432
 JE1452
 JE1452:                Primary Azimuth Mark                     Grid Az
 JE1452:SPC KS S     -  EDGERTON MUN TANK                        011 25 36.3
 JE1452:UTM  15      -  EDGERTON MUN TANK                        014 49 46.6
 JE1452
 JE1452|---------------------------------------------------------------------|
 JE1452| PID    Reference Object                     Distance      Geod. Az  |
 JE1452|                                                           dddmmss.s |
 JE1452| JE1628 EDGERTON MUN TANK                   APPROX. 3.2 KM 0133355.9 |
 JE1452| JE1627 EDGERTON CO OP GRAIN ELEVATOR       APPROX. 2.6 KM 0185704.6 |
 JE1452| JE1453 EDGERTON RM 1                        12.375 METERS 03641     |
 JE1452| JE1454 EDGERTON RM 2                        11.558 METERS 11524     |
 JE1452| CL5115 EDGERTON RM 3 AZIMUTH                              1781110.9 |
 JE1452| JE1643 WELLSVILLE MUNICIPAL TANK           APPROX. 5.7 KM 2512703.1 |
 JE1452|---------------------------------------------------------------------|
 JE1452
 JE1452                          SUPERSEDED SURVEY CONTROL
 JE1452
 JE1452  NAD 83(1986)-  38 44 10.51997(N)    095 01 10.71745(W) AD(       ) 2
 JE1452  NAD 27      -  38 44 10.48926(N)    095 01 09.83688(W) AD(       ) 2
 JE1452  NGVD 29 (??/??/92)  319.432  (m)         1048.00   (f) ADJ UNCH    2 0
 JE1452
 JE1452.Superseded values are not recommended for survey control.
 JE1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1452.See file dsdata.txt to determine how the superseded data were derived.
 JE1452
 JE1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2446089445(NAD 83)
 JE1452_MARKER: DS = TRIANGULATION STATION DISK
 JE1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1452_STAMPING: EDGERTON 1974
 JE1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1452+STABILITY: SURFACE MOTION
 JE1452
 JE1452  HISTORY     - Date     Condition        Report By
 JE1452  HISTORY     - 1974     MONUMENTED       NGS
 JE1452  HISTORY     - 1974     GOOD             NGS
 JE1452
 JE1452                          STATION DESCRIPTION
 JE1452
 JE1452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1452'THE STATION IS ABOUT 9 MILES EAST-SOUTHEAST OF BALDWIN, 3-1/2 MILES
 JE1452'WEST-NORTHWEST OF WELLSVILLE, 2 MILES SOUTH OF EDGERTON, ON HIGHWAY
 JE1452'RIGHT-OF-WAY AND IN THE NE 1/4 OF SEC 24, R 21 E, T 15 S.
 JE1452'
 JE1452'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 JE1452'STATE HIGHWAY 33, ABOUT 1-1/4 MILES SOUTH OF WELLSVILLE, GO NORTH ON
 JE1452'STATE HIGHWAY 33 FOR 0.35 MILE TO A GRAVELED CROSSROAD.  TURN RIGHT
 JE1452'AND GO EAST FOR 0.95 MILE TO AN OVERPASS OVER INTERSTATE HIGHWAY
 JE1452'35.  CONTINUE EAST ON GRAVELED ROAD FOR 1.15 MILES TO A GRAVELED
 JE1452'CROSSROAD AND A BRICK CHURCH IN THE NORTHEAST ANGLE OF THE
 JE1452'ROADS.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.5 MILE TO A
 JE1452'GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVELED ROAD
 JE1452'FOR 1.0 MILE TO A GRAVELED CROSSROAD.  CONTINUE NORTH ON GRAVELED
 JE1452'ROAD FOR 0.45 MILE TO REFERENCE MARK 3 ON THE LEFT.  CONTINUE NORTH
 JE1452'FOR 0.4 MILE TO THE SOUTH END OF AN OVERPASS OVER INTERSTATE
 JE1452'HIGHWAY 35 AND THE STATION ON THE LEFT.
 JE1452'
 JE1452'STATION MARKS ARE STANDARD DISKS, STAMPED EDGERTON 1974.  THE SURFACE
 JE1452'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JE1452'THAT IS FLUSH WITH THE GROUND.  IT IS 16.5 FEET WEST OF THE CENTER
 JE1452'OF THE GRAVELED ROAD, 5.5 FEET SOUTH OF THE SOUTHWEST END OF THE
 JE1452'OVERPASS AND 3.0 FEET WEST OF A GUARD RAIL.  THE UNDERGROUND DISK IS
 JE1452'SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE GROUND
 JE1452'SURFACE.
 JE1452'
 JE1452'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EDGERTON NO 1 1974,
 JE1452'CEMENTED IN A DRILL HOLE ON THE EAST SIDE OF THE BRIDGE AND ABOUT 1
 JE1452'FOOT HIGHER THAN THE ROAD.  IT IS 22.5 FEET NORTH OF THE SOUTHEAST
 JE1452'END OF THE BRIDGE, 13.0 FOOT EAST OF THE CENTER OF THE BRIDGE, 1.0
 JE1452'FOOT WEST OF THE BRIDGE RAIL AND ABOUT 1 FOOT HIGHER THAN THE
 JE1452'STATION.
 JE1452'
 JE1452'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EDGERTON NO 2 1974,
 JE1452'CEMENTED IN A DRILL HOLE IN A CONCRETE DRAINAGE DITCH.  IT IS 28.0
 JE1452'FEET SOUTH OF THE SOUTHEAST END OF THE BRIDGE, 14.0 FEET EAST OF
 JE1452'THE CENTER OF THE GRAVELED ROAD, 3.5 FEET WEST OF A GUARD RAIL AND
 JE1452'ABOUT 1 FOOT LOWER THAN THE STATION.
 JE1452'
 JE1452'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED EDGERTON AZ NO 3 1974,
 JE1452'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 JE1452'FLUSH WITH THE GROUND.  IT IS 15.0 FEET WEST OF THE CENTER OF THE
 JE1452'GRAVELED ROAD, 1.9 FEET NORTHEAST OF A WITNESS POST AND 1.3 FEET
 JE1452'SOUTHEAST OF A FENCE CORNER POST.
 JE1452'
 JE1452'STATION MARK IS 4.5 FEET SOUTHEAST OF A WITNESS POST.
 JE1452'
 JE1452'NEAREST TOWN--EDGERTON.
 JE1452'
 JE1452'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 JE1452
 JE1452                          STATION RECOVERY (1974)
 JE1452
 JE1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1452'4.0 MI NE FROM WELLSVILLE.
 JE1452'ABOUT 4.0 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1452'JUNCTION WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE SOUTH OF
 JE1452'WELLSVILLE, 40.60 FEET SOUTHWEST OF RM 1, 37.92 FEET WEST OF RM 2,
 JE1452'16.5 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD, 5.5 FEET
 JE1452'SOUTH OF THE SOUTHWEST CORNER OF A OVERPASS, AND 3 FEET WEST OF A
 JE1452'GUARD RAIL.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 JE1452'AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE GRAVEL ROAD.  ABOUT 0.25
 JE1452'MILE WEST OF THE JOHNSON-MIAMI COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1627 ***********************************************************************
 JE1627  DESIGNATION -  EDGERTON CO OP GRAIN ELEVATOR
 JE1627  PID         -  JE1627
 JE1627  STATE/COUNTY-  KS/JOHNSON
 JE1627  USGS QUAD   -  EDGERTON (1978)
 JE1627
 JE1627                         *CURRENT SURVEY CONTROL
 JE1627  ___________________________________________________________________
 JE1627* NAD 83(1997)-  38 45 31.27427(N)    095 00 35.29664(W)     ADJUSTED  
 JE1627* NAVD 88     -                                                        
 JE1627  ___________________________________________________________________
 JE1627  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JE1627  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JE1627
 JE1627  HORZ ORDER  -  THIRD
 JE1627
 JE1627.The horizontal coordinates were established by classical geodetic methods
 JE1627.and adjusted by the National Geodetic Survey in October 1998..
 JE1627
 JE1627
 JE1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1627
 JE1627.The geoid height was determined by GEOID03.
 JE1627
 JE1627;                    North         East     Units Scale Factor Converg.
 JE1627;SPC KS N     -    51,509.542   659,858.499   MT  0.99999348   +1 53 31.0
 JE1627;SPC KS S     -   637,872.779   703,309.746   MT  1.00004363   +2 08 41.4
 JE1627;UTM  15      - 4,291,916.293   325,370.077   MT  0.99997554   -1 15 30.7
 JE1627
 JE1627                          SUPERSEDED SURVEY CONTROL
 JE1627
 JE1627  NAD 83(1986)-  38 45 31.28218(N)    095 00 35.29888(W) AD(       ) 4
 JE1627  NAD 27      -  38 45 31.24682(N)    095 00 34.41773(W) AD(       ) 3
 JE1627
 JE1627.Superseded values are not recommended for survey control.
 JE1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1627.See file dsdata.txt to determine how the superseded data were derived.
 JE1627
 JE1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2537091916(NAD 83)
 JE1627_MARKER: 65 = GRAIN ELEVATOR
 JE1627
 JE1627  HISTORY     - Date     Condition        Report By
 JE1627  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1627  HISTORY     - 20051015 GOOD             GEOCAC
 JE1627
 JE1627                          STATION DESCRIPTION
 JE1627
 JE1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1627'EDGERTON, CO OP GRAIN ELEVATOR IS A CONCRETE BUILDING, 150 FEET HIGH,
 JE1627'PAINTED WHITE WITH EDGERTON CO OP PAINTED ON THE NORTHEAST SIDE.
 JE1627'
 JE1627'STATION IS THE TOP CENTER OF THE ELEVATOR AND IS LOCATED ALONG THE
 JE1627'RAILROAD AT THE SOUTHWEST EDGE OF EDGERTON.
 JE1627'
 JE1627'TO REACH THE STATION FROM THE POST OFFICE IN EDGERTON, GO WEST ALONG
 JE1627'NELSON STREET FOR 0.15 MILE, THENCE, SOUTH ALONG SECOND STREET FOR
 JE1627'0.4 MILE TO THE STATION ON THE LEFT.
 JE1627
 JE1627                          STATION RECOVERY (2005)
 JE1627
 JE1627'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1628 ***********************************************************************
 JE1628  DESIGNATION -  EDGERTON MUN TANK
 JE1628  PID         -  JE1628
 JE1628  STATE/COUNTY-  KS/JOHNSON
 JE1628  USGS QUAD   -  EDGERTON (1978)
 JE1628
 JE1628                         *CURRENT SURVEY CONTROL
 JE1628  ___________________________________________________________________
 JE1628* NAD 83(1997)-  38 45 51.66856(N)    095 00 39.53970(W)     ADJUSTED  
 JE1628* NAVD 88     -                                                        
 JE1628  ___________________________________________________________________
 JE1628  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 JE1628  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JE1628
 JE1628  HORZ ORDER  -  THIRD
 JE1628
 JE1628.The horizontal coordinates were established by classical geodetic methods
 JE1628.and adjusted by the National Geodetic Survey in October 1998..
 JE1628
 JE1628
 JE1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1628
 JE1628.The geoid height was determined by GEOID03.
 JE1628
 JE1628;                    North         East     Units Scale Factor Converg.
 JE1628;SPC KS N     -    52,134.699   659,735.355   MT  0.99999265   +1 53 28.3
 JE1628;SPC KS S     -   638,497.419   703,183.837   MT  1.00004509   +2 08 38.8
 JE1628;UTM  15      - 4,292,547.263   325,281.480   MT  0.99997592   -1 15 34.0
 JE1628
 JE1628                          SUPERSEDED SURVEY CONTROL
 JE1628
 JE1628  NAD 83(1986)-  38 45 51.67576(N)    095 00 39.54218(W) AD(       ) 4
 JE1628  NAD 27      -  38 45 51.64802(N)    095 00 38.66204(W) AD(       ) 3
 JE1628
 JE1628.Superseded values are not recommended for survey control.
 JE1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1628.See file dsdata.txt to determine how the superseded data were derived.
 JE1628
 JE1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2528192547(NAD 83)
 JE1628_MARKER: 53 = ELEVATED TANK
 JE1628
 JE1628  HISTORY     - Date     Condition        Report By
 JE1628  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1628  HISTORY     - 20051015 GOOD             GEOCAC
 JE1628
 JE1628                          STATION DESCRIPTION
 JE1628
 JE1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1628'EDGERTON, MUNICIPAL WATER TANK IS A 4 LEGGED STEEL TANK, 140 FEET
 JE1628'HIGH, AND PAINTED SILVER WITH EDGERTON PAINTED IN BLACK ON THE
 JE1628'NORTHEAST SIDE OF THE TANK.
 JE1628'
 JE1628'STATION IS THE BALL ATOP THE TANK AND LOCATED IN THE SOUTHWEST ANGLE
 JE1628'OF NELSON AND FIRST STREETS IN THE WEST SECTION OF EDGERTON.
 JE1628'
 JE1628'TO REACH THE STATION FROM THE POST OFFICE IN EDGERTON, GO WEST ALONG
 JE1628'NELSON STREET FOR 0.25 MILE TO THE STATION ON THE LEFT.
 JE1628
 JE1628                          STATION RECOVERY (2005)
 JE1628
 JE1628'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1628'THE TANK IS SILVER WITH A GREEN ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1453 ***********************************************************************
 JE1453  DESIGNATION -  EDGERTON RM 1
 JE1453  PID         -  JE1453
 JE1453  STATE/COUNTY-  KS/MIAMI
 JE1453  USGS QUAD   -  WELLSVILLE (1973)
 JE1453
 JE1453                         *CURRENT SURVEY CONTROL
 JE1453  ___________________________________________________________________
 JE1453* NAD 83(1986)-  38 44 10.     (N)    095 01 11.     (W)     SCALED    
 JE1453* NAVD 88     -       320.094  (meters)    1050.18   (feet)  ADJUSTED  
 JE1453  ___________________________________________________________________
 JE1453  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JE1453  DYNAMIC HT  -         319.876 (meters)    1049.46  (feet)  COMP
 JE1453  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 JE1453
 JE1453  VERT ORDER  -  SECOND    CLASS 0
 JE1453
 JE1453.The horizontal coordinates were scaled from a topographic map and have
 JE1453.an estimated accuracy of +/- 6 seconds.
 JE1453
 JE1453.The orthometric height was determined by differential leveling
 JE1453.and adjusted by the National Geodetic Survey in June 1991..
 JE1453
 JE1453.The geoid height was determined by GEOID03.
 JE1453
 JE1453.The dynamic height is computed by dividing the NAVD 88
 JE1453.geopotential number by the normal gravity value computed on the
 JE1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1453.degrees latitude (g = 980.6199 gals.).
 JE1453
 JE1453.The modeled gravity was interpolated from observed gravity values.
 JE1453
 JE1453;                    North         East    Units  Estimated Accuracy
 JE1453;SPC KS S     -   635,340.      702,540.      MT  (+/- 180 meters Scaled)
 JE1453
 JE1453                          SUPERSEDED SURVEY CONTROL
 JE1453
 JE1453  NGVD 29 (??/??/92)  319.970  (m)         1049.77   (f) ADJ UNCH    2 0
 JE1453
 JE1453.Superseded values are not recommended for survey control.
 JE1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1453.See file dsdata.txt to determine how the superseded data were derived.
 JE1453
 JE1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC244894(NAD 83)
 JE1453_MARKER: DR = REFERENCE MARK DISK
 JE1453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1453_SP_SET: OVERPASS
 JE1453_STAMPING: EDGERTON NO 1 1974
 JE1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1453
 JE1453  HISTORY     - Date     Condition        Report By
 JE1453  HISTORY     - 1974     MONUMENTED       NGS
 JE1453
 JE1453                          STATION DESCRIPTION
 JE1453
 JE1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1453'4.0 MI NE FROM WELLSVILLE.
 JE1453'AT THE EDGERTON STATION SITE.  40.60 FEET NORTHEAST OF THE STATION,
 JE1453'22.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE OVERPASS, 13.0 FEET
 JE1453'EAST OF THE APPROXIMATE CENTER OF THE BRIDGE AND ROAD, 1.0 FOOT WEST
 JE1453'OF THE OVERPASS BANISTER AND 0.25 MILE WEST OF THE JOHNSON-MIAMI
 JE1453'COUNTY LINE.  SET IN THE TOP OF THE BASE OF THE EAST BANISTER OF A
 JE1453'OVERPASS AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1454 ***********************************************************************
 JE1454  DESIGNATION -  EDGERTON RM 2
 JE1454  PID         -  JE1454
 JE1454  STATE/COUNTY-  KS/MIAMI
 JE1454  USGS QUAD   -  WELLSVILLE (1973)
 JE1454
 JE1454                         *CURRENT SURVEY CONTROL
 JE1454  ___________________________________________________________________
 JE1454* NAD 83(1986)-  38 44 10.     (N)    095 01 11.     (W)     SCALED    
 JE1454* NAVD 88     -       319.324  (meters)    1047.65   (feet)  ADJUSTED  
 JE1454  ___________________________________________________________________
 JE1454  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JE1454  DYNAMIC HT  -         319.107 (meters)    1046.94  (feet)  COMP
 JE1454  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 JE1454
 JE1454  VERT ORDER  -  SECOND    CLASS 0
 JE1454
 JE1454.The horizontal coordinates were scaled from a topographic map and have
 JE1454.an estimated accuracy of +/- 6 seconds.
 JE1454
 JE1454.The orthometric height was determined by differential leveling
 JE1454.and adjusted by the National Geodetic Survey in June 1991..
 JE1454
 JE1454.The geoid height was determined by GEOID03.
 JE1454
 JE1454.The dynamic height is computed by dividing the NAVD 88
 JE1454.geopotential number by the normal gravity value computed on the
 JE1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1454.degrees latitude (g = 980.6199 gals.).
 JE1454
 JE1454.The modeled gravity was interpolated from observed gravity values.
 JE1454
 JE1454;                    North         East    Units  Estimated Accuracy
 JE1454;SPC KS S     -   635,340.      702,540.      MT  (+/- 180 meters Scaled)
 JE1454
 JE1454                          SUPERSEDED SURVEY CONTROL
 JE1454
 JE1454  NGVD 29 (??/??/92)  319.201  (m)         1047.25   (f) ADJ UNCH    2 0
 JE1454
 JE1454.Superseded values are not recommended for survey control.
 JE1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1454.See file dsdata.txt to determine how the superseded data were derived.
 JE1454
 JE1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC244894(NAD 83)
 JE1454_MARKER: DR = REFERENCE MARK DISK
 JE1454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1454_SP_SET: DRAIN
 JE1454_STAMPING: EDGERTON NO 2 1974
 JE1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1454
 JE1454  HISTORY     - Date     Condition        Report By
 JE1454  HISTORY     - 1974     MONUMENTED       NGS
 JE1454
 JE1454                          STATION DESCRIPTION
 JE1454
 JE1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1454'4.0 MI NE FROM WELLSVILLE.
 JE1454'AT THE EDGERTON STATION SITE, 37.92 FEET EAST OF THE STATION, 28.0
 JE1454'FEET SOUTH OF THE SOUTHEAST CORNER OF THE OVERPASS, 14 FEET EAST OF
 JE1454'THE APPROXIMATE CENTER OF THE GRAVEL ROAD, 3.5 FEET WEST OF THE GUARD
 JE1454'RAIL AND ABOUT 0.25 MILE WEST OF THE JOHNSON-MIAMI COUNTY LINE.  SET
 JE1454'IN THE TOP OF A LARGE CONCRETE DRAIN AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0815 ***********************************************************************
 KG0815  DESIGNATION -  EDMOND
 KG0815  PID         -  KG0815
 KG0815  STATE/COUNTY-  KS/NORTON
 KG0815  USGS QUAD   -  EDMOND (1978)
 KG0815
 KG0815                         *CURRENT SURVEY CONTROL
 KG0815  ___________________________________________________________________
 KG0815* NAD 83(1997)-  39 41 05.55887(N)    099 48 56.83663(W)     ADJUSTED  
 KG0815* NAVD 88     -       724.     (meters)    2375.     (feet)  SCALED    
 KG0815  ___________________________________________________________________
 KG0815  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 KG0815  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 KG0815
 KG0815  HORZ ORDER  -  SECOND
 KG0815
 KG0815.The horizontal coordinates were established by classical geodetic methods
 KG0815.and adjusted by the National Geodetic Survey in October 1998..
 KG0815
 KG0815.The orthometric height was scaled from a topographic map.
 KG0815
 KG0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0815
 KG0815.The geoid height was determined by GEOID03.
 KG0815
 KG0815;                    North         East     Units Scale Factor Converg.
 KG0815;SPC KS N     -   151,602.501   244,245.150   MT  0.99998551   -1 08 56.0
 KG0815;UTM  14      - 4,393,100.679   430,045.103   MT  0.99966025   -0 31 15.4
 KG0815
 KG0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0815!SPC KS N     -   0.99989031  x   0.99998551  =   0.99987582
 KG0815!UTM  14      -   0.99989031  x   0.99966025  =   0.99955059
 KG0815
 KG0815|---------------------------------------------------------------------|
 KG0815| PID    Reference Object                     Distance      Geod. Az  |
 KG0815|                                                           dddmmss.s |
 KG0815| CN9222 EDMOND RM 1                          52.097 METERS 05534     |
 KG0815| CN9223 EDMOND RM 2                          76.716 METERS 14622     |
 KG0815| CN9221 EDMOND AZ MK                                       2591437.0 |
 KG0815|---------------------------------------------------------------------|
 KG0815
 KG0815                          SUPERSEDED SURVEY CONTROL
 KG0815
 KG0815  NAD 83(1997)-  39 41 05.56138(N)    099 48 56.83737(W) AD(       ) 2
 KG0815  NAD 83(1986)-  39 41 05.56396(N)    099 48 56.83896(W) AD(       ) 2
 KG0815  NAD 27      -  39 41 05.54300(N)    099 48 55.41100(W) AD(       ) 2
 KG0815
 KG0815.Superseded values are not recommended for survey control.
 KG0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0815.See file dsdata.txt to determine how the superseded data were derived.
 KG0815
 KG0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ3004593101(NAD 83)
 KG0815_MARKER: DS = TRIANGULATION STATION DISK
 KG0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0815
 KG0815  HISTORY     - Date     Condition        Report By
 KG0815  HISTORY     - 1950     MONUMENTED       CGS
 KG0815
 KG0815                          STATION DESCRIPTION
 KG0815
 KG0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0815'THE STATION IS LOCATED ABOUT 10.5 MILES SOUTH AND 4.0 MILES EAST
 KG0815'OF NORTON AND 4.0 MILES NORTH OF THE VILLAGE OF EDMOND ON THE
 KG0815'HIGHEST POINT OF A PROMINENT HILL BETWEEN SAND AND GAME CREEKS
 KG0815'IN PASTURE LAND OWNED BY EMMA J. BOWERS OF NORTON.  IT IS 155.0
 KG0815'FEET WEST OF THE CENTER OF A LANE AND 142.0 FEET WEST OF A FENCE.
 KG0815'IT PROJECTS 6 INCHES AND IS STAMPED EDMOND 1950.
 KG0815'
 KG0815'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTHEAST SLOPE OF THE
 KG0815'HILL ABOUT 5.0 FEET BELOW THE ELEVATION OF THE STATION.  IT
 KG0815'IS 14.0 FEET WEST OF THE CENTER OF A LANE AND 1.0 FOOT WEST OF
 KG0815'A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED EDMOND NO 1 1950.
 KG0815'
 KG0815'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTHEAST SLOPE OF THE
 KG0815'HILL ABOUT 4.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS
 KG0815'14.0 FEET WEST OF THE CENTER OF A LANE AND 1.0 FOOT WEST OF A
 KG0815'FENCE.  IT PROJECTS 7 INCHES AND IS STAMPED EDMOND NO 2 1950.
 KG0815'
 KG0815'THE AZIMUTH MARK IS 29.0 FEET NORTH OF THE CENTER OF A GRADED
 KG0815'ROAD, 21.0 FEET EAST-SOUTHEAST OF A T FENCE CORNER BETWEEN TWO
 KG0815'WIRE GATES, 1.5 FEET EAST OF A WITNESS POST AND 1.0 FOOT SOUTH OF
 KG0815'A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED EDMOND 1950.
 KG0815'
 KG0815'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE JUNCTION
 KG0815'OF E. MAIN STREET AND U.S. HIGHWAY NO. 283 1 BLOCK WEST OF THE
 KG0815'NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN NORTON, GO SOUTH ON
 KG0815'U.S. HIGHWAY NO. 283 FOR 8.25 MILES TO A CROSSROAD, TURN LEFT
 KG0815'AND GO EAST ON A GRADED ROAD FOR 3.0 MILES TO A CROSSROAD.  HERE
 KG0815'TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR 2.0 MILES TO A
 KG0815'CROSSROAD, TURN LEFT AND GO EAST FOR 0.3 MILE TO A FARM
 KG0815'DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS
 KG0815'DESCRIBED.  CONTINUE EAST FOR 0.75 MILE TO A WIRE GATE AT
 KG0815'THE SUMMIT OF A RISE ON THE LEFT JUST NORTH OF A FARM HOUSE
 KG0815'ON THE RIGHT, TURN LEFT PASSING THROUGH WIRE GATE AND GO
 KG0815'NORTHERLY ACROSS PASTURE FOR 0.2 MILE TO THE HIGHEST POINT
 KG0815'AND THE STATION AS DESCRIBED.
 KG0815'
 KG0815'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0773 ***********************************************************************
 HE0773  DESIGNATION -  EDNA
 HE0773  PID         -  HE0773
 HE0773  STATE/COUNTY-  KS/LABETTE
 HE0773  USGS QUAD   -  VALEDA (1974)
 HE0773
 HE0773                         *CURRENT SURVEY CONTROL
 HE0773  ___________________________________________________________________
 HE0773* NAD 83(1997)-  37 02 55.74125(N)    095 22 45.84634(W)     ADJUSTED  
 HE0773* NAVD 88     -       300.4    (meters)     986.     (feet)  VERTCON   
 HE0773  ___________________________________________________________________
 HE0773  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 HE0773  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 HE0773
 HE0773  HORZ ORDER  -  SECOND
 HE0773
 HE0773.The horizontal coordinates were established by classical geodetic methods
 HE0773.and adjusted by the National Geodetic Survey in October 1998..
 HE0773
 HE0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0773
 HE0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0773
 HE0773.The geoid height was determined by GEOID03.
 HE0773
 HE0773;                    North         East     Units Scale Factor Converg.
 HE0773;SPC KS S     -   447,058.992   677,554.028   MT  1.00004996   +1 55 03.7
 HE0773;SPC OK N     -   230,482.170   833,101.155   MT  1.00006367   +1 32 47.5
 HE0773;SPC OK N     -   756,173.59  2,733,266.04   sFT  1.00006367   +1 32 47.5
 HE0773;UTM  15      - 4,102,935.771   288,408.793   MT  1.00015156   -1 26 02.8
 HE0773
 HE0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0773!SPC KS S     -   0.99995751  x   1.00004996  =   1.00000747
 HE0773!SPC OK N     -   0.99995751  x   1.00006367  =   1.00002118
 HE0773!UTM  15      -   0.99995751  x   1.00015156  =   1.00010906
 HE0773
 HE0773|---------------------------------------------------------------------|
 HE0773| PID    Reference Object                     Distance      Geod. Az  |
 HE0773|                                                           dddmmss.s |
 HE0773| HE0775 EDNA 2                                7.148 METERS 06400     |
 HE0773| HE0769 EDNA MUNICIPAL TANK                 APPROX. 2.1 KM 0645259.0 |
 HE0773| HE0771 EDNA 2 AZ MK                        APPROX. 0.6 KM 0895947.8 |
 HE0773| CL5122 EDNA AZ MK                                         0922734.2 |
 HE0773| CL5123 EDNA RM 1                            28.804 METERS 15208     |
 HE0773| CL5124 EDNA RM 2                            21.281 METERS 24539     |
 HE0773|---------------------------------------------------------------------|
 HE0773
 HE0773                          SUPERSEDED SURVEY CONTROL
 HE0773
 HE0773  NAD 83(1997)-  37 02 55.74457(N)    095 22 45.84657(W) AD(       ) 2
 HE0773  NAD 83(1986)-  37 02 55.75767(N)    095 22 45.83163(W) AD(       ) 2
 HE0773  NAD 27      -  37 02 55.48660(N)    095 22 44.93997(W) AD(       ) 2
 HE0773  NGVD 29 (07/19/86)  300.3    (m)          985.     (f) VERT ANG       
 HE0773
 HE0773.Superseded values are not recommended for survey control.
 HE0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0773.See file dsdata.txt to determine how the superseded data were derived.
 HE0773
 HE0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8840902936(NAD 83)
 HE0773_MARKER: DS = TRIANGULATION STATION DISK
 HE0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0773
 HE0773  HISTORY     - Date     Condition        Report By
 HE0773  HISTORY     - 1958     MONUMENTED       CGS
 HE0773  HISTORY     - 1965     GOOD             CGS
 HE0773  HISTORY     - 1966     GOOD             CGS
 HE0773  HISTORY     - 1978     GOOD             NGS
 HE0773
 HE0773                          STATION DESCRIPTION
 HE0773
 HE0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 HE0773'STATION IS LOCATED ABOUT 9 MILES WEST OF BARTLETT, 1-1/2
 HE0773'MILE WEST-SOUTHWEST OF EDNA.  IT IS 111 FEET EAST OF A DRIVEWAY
 HE0773'TO FARM HOUSE, 55 FEET NORTH OF U.S. HIGHWAY 166, 49 FEET
 HE0773'NORTHWEST OF A TELEPHONE POLE AND 8 FEET WEST OF A WHITE
 HE0773'WITNESS POST.  THE MARK IS 11 INCHES BELOW THE SURFACE OF THE
 HE0773'GROUND AND IS STAMPED EDNA 1958.
 HE0773'
 HE0773'REFERENCE MARK NO. 1 IS 33 FEET SOUTH OF THE CENTER OF U.S.
 HE0773'HIGHWAY 166 AND 1 FOOT SOUTH OF A WIRE FENCE LINE.  THE MARK
 HE0773'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 HE0773'STAMPED EDNA NO 1 1958.
 HE0773'
 HE0773'REFERENCE MARK NO. 2 IS 41 FEET EAST OF THE CENTER OF A
 HE0773'DRIVEWAY TO FARM HOUSE, 40 FEET SOUTHWEST OF A POWERLINE
 HE0773'POLE, 28 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 166 AND
 HE0773'1 FOOT NORTH OF A WIRE FENCE LINE.  THE MARK IS SET FLUSH
 HE0773'WITH THE SURFACE OF THE GROUND AND IS STAMPED EDNA NO 2 1958.
 HE0773'
 HE0773'AZIMUTH MARK IS 23 FEET NORTH OF A FENCE CORNER POST TO A
 HE0773'GATE, 22 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 166 AND 11
 HE0773'FEET WEST OF THE CENTER OF A DRIVEWAY.  THE MARK IS A STANDARD
 HE0773'AZIMUTH DISK CEMENTED IN A DRILL HOLE SET IN THE TOP SURFACE
 HE0773'OF A CEMENT CULVERT, IT PROJECTS 10 INCHES ABOVE THE SURFACE
 HE0773'OF THE GROUND AND IS STAMPED EDNA 1958.
 HE0773'
 HE0773'TO REACH FROM THE POST OFFICE IN EDNA, GO SOUTH ON STATE
 HE0773'HIGHWAY 101 FOR 0.6 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 HE0773'166, TURN RIGHT ON U.S. HIGHWAY 166 AND GO 0.75 MILE TO
 HE0773'AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE ON U.S. HIGHWAY
 HE0773'166 FOR 0.35 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 HE0773'
 HE0773'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 HE0773
 HE0773                          STATION RECOVERY (1965)
 HE0773
 HE0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0773'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 HE0773'MARK WERE RECOVERED.  A DIFFERENCE IN DISTANCE TO REFERENCE
 HE0773'MARK 1 WAS NOTED.  ADDITIONAL MEASUREMENTS WERE MADE TO NATURAL
 HE0773'OBJECTS.  SOME OF THE DISTANCES TO NATURAL OBJECTS DID NOT
 HE0773'AGREE WITH THE 1958 MEASUREMENTS.  FOLLOWING IS A COMPLETE NEW
 HE0773'DESCRIPTION.
 HE0773'
 HE0773'THE STATION IS ABOUT 1-1/2 MILES WEST AND 3/4 MILE SOUTH
 HE0773'OF EDNA, ON PROPERTY OWNED AND OCCUPIED BY ROBERT A. MOORE.
 HE0773'
 HE0773'TO REACH THE STATION FROM THE POST OFFICE IN EDNA, GO SOUTH
 HE0773'ON STATE HIGHWAY 101 FOR 0.6 MILE TO U.S. HIGHWAY 166.  TURN
 HE0773'RIGHT AND GO WEST ON HIGHWAY 166 FOR 0.75 MILE TO THE AZIMUTH
 HE0773'MARK ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.35
 HE0773'MILE TO THE STATION ON THE RIGHT.
 HE0773'
 HE0773'THE STATION MARK IS A STANDARD DISK, STAMPED EDNA 1958, SET
 HE0773'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST 12 INCHES BELOW
 HE0773'THE GROUND SURFACE.  IT IS 49 FEET NORTHWEST OF A TELEPHONE
 HE0773'LINE POLE, 107.9 FEET EAST OF THE CENTERLINE OF A DRIVEWAY,
 HE0773'90.3 FEET EAST OF A TRANSFORMER POLE, 54.5 FEET NORTH OF THE
 HE0773'CENTERLINE OF THE HIGHWAY, 29.7 FEET NORTH-NORTHWEST OF A
 HE0773'FENCE CORNER AND 9.4 FEET WEST OF A WITNESS POST.
 HE0773'
 HE0773'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EDNA NO 1 1958,
 HE0773'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HE0773'1 INCH ABOVE THE GROUND SURFACE.  IT IS 65.3 FEET SOUTH-SOUTHEAST
 HE0773'OF THE FENCE CORNER, 30.6 FEET SOUTH OF THE CENTERLINE OF
 HE0773'THE HIGHWAY, 1.0 FEET NORTH OF A SOUTH RIGHT-OF-WAY FENCE
 HE0773'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE0773'
 HE0773'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EDNA NO 2 1958,
 HE0773'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE0773'GROUND SURFACE.  IT IS 42.7 FEET EAST OF THE CENTERLINE OF
 HE0773'THE DRIVEWAY, 39.7 FEET SOUTHEAST OF THE TRANSFORMER POLE,
 HE0773'27.9 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND ABOUT
 HE0773'1 FOOT LOWER IN ELEVATION THAN THE STATION.
 HE0773'
 HE0773'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EDNA 1958,
 HE0773'CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST HEADWALL
 HE0773'OF A CONCRETE CULVERT THAT PROJECTS ABOUT 12 INCHES ABOVE
 HE0773'THE SURFACE OF A DRIVEWAY.  IT IS 23 FEET NORTH OF AN EAST
 HE0773'GATE POST, 20.6 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 166
 HE0773'AND 9.7 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY.
 HE0773'
 HE0773'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 HE0773
 HE0773                          STATION RECOVERY (1966)
 HE0773
 HE0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0773'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 HE0773'MARK WERE RECOVERED AND ARE IN GOOD CONDITION.  THE DESCRIPTION
 HE0773'SUBMITTED IN 1965 IS ACCURATE AND ADEQUATE.
 HE0773
 HE0773                          STATION RECOVERY (1978)
 HE0773
 HE0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HE0773'STATION MARKS, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HE0773'RECOVERED AS DESCRIBED BY J.C. CHILDS IN 1965.  ALL MARKS WILL BE IN
 HE0773'THE WAY OF THE WIDENING OF U.S. HIGHWAY 166, THEREFORE, EDNA 2,
 HE0773'REFERENCE MARKS 3, 4 AND EDNA 2 AZ MK WERE ESTABLISHED.  EDNA STATION
 HE0773'MARKS WERE LEFT INTACT BUT THE REFERENCE MARKS AND AZIMUTH MARK WERE
 HE0773'DESTROYED AND THE DISKS SALVAGED.  EDNA STATION MARKS WILL BE
 HE0773'DESTROYED IN THE IMMEDIATE FUTURE BUT WAS LEFT FOR USE BY THE
 HE0773'CONSTRUCTION PERSONNELL UNTIL DESTRUCTION OCCURS.
 HE0773'
 HE0773'THE DIRECTION TO THE AZIMUTH MARK FROM THE EDNA MUNICIPAL WATER TANK
 HE0773'WAS 6 SECONDS LARGER THAN THE 1965 DATA AND THE DIRECTION TO REFERENCE
 HE0773'MARKS 1 AND 2 WERE 9 SECONDS LARGER AND 1 MINUTE, 28 SECONDS LARGER
 HE0773'RESPECTIVELY.  THE DISTANCE FROM THE STATION TO REFERENCE MARK 1 WAS
 HE0773'0.003 METER LONGER AND THE DISTANCE TO REFERENCE MARK 2 AGREED WITH
 HE0773'THE 1965 DATA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0775 ***********************************************************************
 HE0775  DESIGNATION -  EDNA 2
 HE0775  PID         -  HE0775
 HE0775  STATE/COUNTY-  KS/LABETTE
 HE0775  USGS QUAD   -  VALEDA (1974)
 HE0775
 HE0775                         *CURRENT SURVEY CONTROL
 HE0775  ___________________________________________________________________
 HE0775* NAD 83(1997)-  37 02 55.84290(N)    095 22 45.58633(W)     ADJUSTED  
 HE0775* NAVD 88     -       302.2    (meters)     991.     (feet)  VERTCON   
 HE0775  ___________________________________________________________________
 HE0775  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 HE0775  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 HE0775
 HE0775  HORZ ORDER  -  SECOND
 HE0775
 HE0775.The horizontal coordinates were established by classical geodetic methods
 HE0775.and adjusted by the National Geodetic Survey in October 1998..
 HE0775
 HE0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0775
 HE0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0775
 HE0775.The geoid height was determined by GEOID03.
 HE0775
 HE0775;                    North         East     Units Scale Factor Converg.
 HE0775;SPC KS S     -   447,062.339   677,560.345   MT  1.00004995   +1 55 03.9
 HE0775;SPC OK N     -   230,485.476   833,107.493   MT  1.00006367   +1 32 47.7
 HE0775;SPC OK N     -   756,184.43  2,733,286.83   sFT  1.00006367   +1 32 47.7
 HE0775;UTM  15      - 4,102,938.744   288,415.295   MT  1.00015153   -1 26 02.6
 HE0775
 HE0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0775!SPC KS S     -   0.99995723  x   1.00004995  =   1.00000718
 HE0775!SPC OK N     -   0.99995723  x   1.00006367  =   1.00002089
 HE0775!UTM  15      -   0.99995723  x   1.00015153  =   1.00010875
 HE0775
 HE0775:                Primary Azimuth Mark                     Grid Az
 HE0775:SPC KS S     -  EDNA MUNICIPAL TANK                      062 58 06.3
 HE0775:SPC OK N     -  EDNA MUNICIPAL TANK                      063 20 22.5
 HE0775:UTM  15      -  EDNA MUNICIPAL TANK                      066 19 12.8
 HE0775
 HE0775|---------------------------------------------------------------------|
 HE0775| PID    Reference Object                     Distance      Geod. Az  |
 HE0775|                                                           dddmmss.s |
 HE0775| HE0769 EDNA MUNICIPAL TANK                 APPROX. 2.1 KM 0645310.2 |
 HE0775| CL5125 EDNA 2 RM 3                           9.351 METERS 08643     |
 HE0775| HE0771 EDNA 2 AZ MK                        APPROX. 0.6 KM 0901655.2 |
 HE0775| CL5122 EDNA AZ MK                                         0924853.7 |
 HE0775| HE0773 EDNA                                  7.148 METERS 24400     |
 HE0775| CL5126 EDNA 2 RM 4                           9.622 METERS 34346     |
 HE0775|---------------------------------------------------------------------|
 HE0775
 HE0775                          SUPERSEDED SURVEY CONTROL
 HE0775
 HE0775  NAD 83(1997)-  37 02 55.84621(N)    095 22 45.58656(W) AD(       ) 2
 HE0775  NAD 83(1986)-  37 02 55.85942(N)    095 22 45.57135(W) AD(       ) 2
 HE0775  NAD 27      -  37 02 55.58825(N)    095 22 44.67997(W) AD(       ) 2
 HE0775  NGVD 29 (07/19/86)  302.1    (m)          991.     (f) VERT ANG       
 HE0775
 HE0775.Superseded values are not recommended for survey control.
 HE0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0775.See file dsdata.txt to determine how the superseded data were derived.
 HE0775
 HE0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8841502939(NAD 83)
 HE0775_MARKER: DS = TRIANGULATION STATION DISK
 HE0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0775
 HE0775  HISTORY     - Date     Condition        Report By
 HE0775  HISTORY     - 1978     MONUMENTED       NGS
 HE0775
 HE0775                          STATION DESCRIPTION
 HE0775
 HE0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HE0775'STATION IS ABOUT 13 MILES EAST OF COFFEYVILLE, 1-1/2 MILES
 HE0775'WEST-SOUTHWEST OF EDNA AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 HE0775'166, ABOUT 50 YARDS SOUTH-SOUTHEAST OF THE FARM HOUSE OF MR. BOB
 HE0775'MOORE.
 HE0775'
 HE0775'TO REACH THE STATION FROM THE POST OFFICE IN EDNA, GO SOUTH ON STATE
 HE0775'HIGHWAY 101 FOR 0.6 MILE TO THE JUNCTION OF U.S. HIGHWAY 166.  TURN
 HE0775'RIGHT AND GO WEST ON HIGHWAY 166 FOR 0.7 MILE TO THE AZIMUTH MARK ON
 HE0775'THE RIGHT.  CONTINUE WEST FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 HE0775'
 HE0775'STATION MARKS ARE STANDARD DISKS, STAMPED---EDNA 2 1978.  SURFACE
 HE0775'DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING
 HE0775'3 INCHES ABOVE THE GROUND.  IT IS 79.5 FEET WEST OF A TELEPHONE POLE,
 HE0775'63.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.3 FEET EAST OF A
 HE0775'FENCE CORNER, 2.0 FEET WEST OF A WITNESS POST AND 1.5 FEET SOUTH OF A
 HE0775'FENCE.  UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT
 HE0775'IS 24 INCHES BELOW THE GROUND SURFACE AND SETTING ON ROCK.
 HE0775'
 HE0775'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---EDNA 2 NO 3 1978---SET
 HE0775'IN THE TOP OF A 10-INCH ROUND CONCRETE POST PROJECTING 1 INCH ABOVE
 HE0775'THE GROUND SURFACE.  IT IS 64.0 FEET N OF THE CENTERLINE OF THE
 HE0775'HIGHWAY, 48.7 FEET WEST OF THE TELEPHONE POLE, 29.0 FEET EAST OF THE
 HE0775'WITNESS POST, 1.0 FOOT SOUTH OF THE FENCE AND ABOUT 1 FOOT LOWER IN
 HE0775'ELEVATION THAN THE STATION.
 HE0775'
 HE0775'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---EDNA 2 NO 4 1978---SET
 HE0775'IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 HE0775'GROUND SURFACE.  IT IS 94.5 FEET NORTH OF THE CENTERLINE OF THE
 HE0775'HIGHWAY, 32.0 FEET NORTH-NORTHWEST OF THE WITNESS POST, 29.2 FEET
 HE0775'NORTH OF THE FENCE CORNER, 1.0 FOOT EAST OF A FENCE AND ABOUT THE
 HE0775'SAME ELEVATION AS THE STATION.
 HE0775'
 HE0775'AZIMUTH MARK IS A STANDARD DISK, STAMPED---EDNA 2 1978---SET IN THE
 HE0775'TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 HE0775'GROUND SURFACE.  IT IS 63 FEET NORTH OF THE CENTERLINE OF THE
 HE0775'HIGHWAY, 2 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET WEST OF A
 HE0775'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0769 ***********************************************************************
 HE0769  DESIGNATION -  EDNA MUNICIPAL TANK
 HE0769  PID         -  HE0769
 HE0769  STATE/COUNTY-  KS/LABETTE
 HE0769  USGS QUAD   -  EDNA (1974)
 HE0769
 HE0769                         *CURRENT SURVEY CONTROL
 HE0769  ___________________________________________________________________
 HE0769* NAD 83(1997)-  37 03 24.14770(N)    095 21 30.22378(W)     ADJUSTED  
 HE0769* NAVD 88     -                                                        
 HE0769  ___________________________________________________________________
 HE0769  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 HE0769  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 HE0769
 HE0769  HORZ ORDER  -  THIRD
 HE0769
 HE0769.The horizontal coordinates were established by classical geodetic methods
 HE0769.and adjusted by the National Geodetic Survey in October 1998..
 HE0769
 HE0769
 HE0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0769
 HE0769.The geoid height was determined by GEOID03.
 HE0769
 HE0769;                    North         East     Units Scale Factor Converg.
 HE0769;SPC KS S     -   447,996.979   679,392.172   MT  1.00004790   +1 55 50.2
 HE0769;SPC OK N     -   231,408.236   834,945.369   MT  1.00006580   +1 33 32.2
 HE0769;SPC OK N     -   759,211.85  2,739,316.60   sFT  1.00006580   +1 33 32.2
 HE0769;UTM  15      - 4,103,764.756   290,298.821   MT  1.00014175   -1 25 18.1
 HE0769
 HE0769                          SUPERSEDED SURVEY CONTROL
 HE0769
 HE0769  NAD 83(1997)-  37 03 24.15102(N)    095 21 30.22394(W) AD(       ) 4
 HE0769  NAD 83(1986)-  37 03 24.16423(N)    095 21 30.20928(W) AD(       ) 4
 HE0769  NAD 27      -  37 03 23.89454(N)    095 21 29.31917(W) AD(       ) 3
 HE0769
 HE0769.Superseded values are not recommended for survey control.
 HE0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0769.See file dsdata.txt to determine how the superseded data were derived.
 HE0769
 HE0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9029903765(NAD 83)
 HE0769_MARKER: 53 = ELEVATED TANK
 HE0769
 HE0769  HISTORY     - Date     Condition        Report By
 HE0769  HISTORY     - 1958     FIRST OBSERVED   CGS
 HE0769  HISTORY     - 1966     GOOD             CGS
 HE0769  HISTORY     - 1978     GOOD             NGS
 HE0769
 HE0769                          STATION DESCRIPTION
 HE0769
 HE0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 HE0769'THE STATION IS LOCATED IN ABOUT THE CENTER OF EDNA.  THE
 HE0769'TANK IS SUPPORTED BY A 4-LEGGED STEEL STRUCTURE AND ITS OVER-ALL
 HE0769'HEIGHT IS ABOUT 100 FEET.  IT IS PAINTED SILVER IN COLOR.  THE
 HE0769'TOP AND CENTER WAS THE POINT INTERSECTED.
 HE0769
 HE0769                          STATION RECOVERY (1966)
 HE0769
 HE0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0769'STATION RECOVERED AS DESCRIBED.
 HE0769
 HE0769                          STATION RECOVERY (1978)
 HE0769
 HE0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HE0769'THE STATION, EDNA MUNICIPAL WATER TANK, WAS RECOVERED AS
 HE0769'DESCRIBED.  TOP IS NOW PAINTED LIGHT GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0672 ***********************************************************************
 KH0672  DESIGNATION -  EDSON
 KH0672  PID         -  KH0672
 KH0672  STATE/COUNTY-  KS/SHERMAN
 KH0672  USGS QUAD   -  EDSON (1974)
 KH0672
 KH0672                         *CURRENT SURVEY CONTROL
 KH0672  ___________________________________________________________________
 KH0672* NAD 83(1997)-  39 20 21.10595(N)    101 32 37.09847(W)     ADJUSTED  
 KH0672* NAVD 88     -      1085.     (meters)    3560.     (feet)  SCALED    
 KH0672  ___________________________________________________________________
 KH0672  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KH0672  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KH0672
 KH0672  HORZ ORDER  -  SECOND
 KH0672
 KH0672.The horizontal coordinates were established by classical geodetic methods
 KH0672.and adjusted by the National Geodetic Survey in October 1998..
 KH0672
 KH0672.The orthometric height was scaled from a topographic map.
 KH0672
 KH0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0672
 KH0672.The geoid height was determined by GEOID03.
 KH0672
 KH0672;                    North         East     Units Scale Factor Converg.
 KH0672;SPC KS N     -   117,639.176    94,589.174   MT  0.99995804   -2 14 31.6
 KH0672;UTM  14      - 4,357,504.398   280,783.098   MT  1.00019173   -1 36 47.1
 KH0672
 KH0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0672!SPC KS N     -   0.99983349  x   0.99995804  =   0.99979154
 KH0672!UTM  14      -   0.99983349  x   1.00019173  =   1.00002519
 KH0672
 KH0672:                Primary Azimuth Mark                     Grid Az
 KH0672:SPC KS N     -  BREWSTER MUNICIPAL TANK                  080 21 36.4
 KH0672:UTM  14      -  BREWSTER MUNICIPAL TANK                  079 43 51.9
 KH0672
 KH0672|---------------------------------------------------------------------|
 KH0672| PID    Reference Object                     Distance      Geod. Az  |
 KH0672|                                                           dddmmss.s |
 KH0672| KH0669 BREWSTER MUNICIPAL TANK             APPROX.14.6 KM 0780704.8 |
 KH0672| CP7069 EDSON RM 1                            3.929 METERS 08611     |
 KH0672| CP7068 EDSON AZ MK                                        1024201.4 |
 KH0672| CP7070 EDSON RM 2                           39.953 METERS 17604     |
 KH0672| KH0673 EDSON 2                              10.885 METERS 21057     |
 KH0672| KH0692 GOODLAND RADIO STA KWGB TOWER       APPROX.18.5 KM 2682713.0 |
 KH0672| KH0679 GOODLAND MUNICIPAL TANK             APPROX.13.9 KM 2711201.4 |
 KH0672| KH0678 GOODLAND MUNICIPAL STANDPIPE        APPROX.14.7 KM 2744109.6 |
 KH0672|---------------------------------------------------------------------|
 KH0672
 KH0672                          SUPERSEDED SURVEY CONTROL
 KH0672
 KH0672  NAD 83(1986)-  39 20 21.10650(N)    101 32 37.09886(W) AD(       ) 2
 KH0672  NAD 27      -  39 20 21.10100(N)    101 32 35.49700(W) AD(       ) 2
 KH0672
 KH0672.Superseded values are not recommended for survey control.
 KH0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0672.See file dsdata.txt to determine how the superseded data were derived.
 KH0672
 KH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ8078357504(NAD 83)
 KH0672_MARKER: DS = TRIANGULATION STATION DISK
 KH0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0672
 KH0672  HISTORY     - Date     Condition        Report By
 KH0672  HISTORY     - 1951     MONUMENTED       CGS
 KH0672  HISTORY     - 1955     GOOD             CGS
 KH0672  HISTORY     - 1966     SEE DESCRIPTION  USGS
 KH0672
 KH0672                          STATION DESCRIPTION
 KH0672
 KH0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0672'THE STATION IS LOCATED 0.25 MILE EAST-NORTHEAST OF THE POST
 KH0672'OFFICE, IN THE NORTHEAST CORNER OF YARD OF EDSON CONSOLIDATED
 KH0672'SCHOOL, 25 FEET SOUTH OF THE SOUTH SIDE OF A STEEL GRAIN BIN
 KH0672'AND 13.5 FEET WEST OF A NORTH-SOUTH FENCE LINE AND WITNESS POST.
 KH0672'IT IS STAMPED EDSON 1951 AND PROJECTS 2 INCHES.
 KH0672'
 KH0672'REFERENCE MARK NO. 1 IS NEAR THE NORTHEAST CORNER OF SCHOOLYARD,
 KH0672'27 FEET SOUTH-SOUTHEAST OF THE SOUTH SIDE OF A STEEL GRAIN BIN,
 KH0672'1 FOOT SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH
 KH0672'FENCE LINE.  IT IS STAMPED EDSON NO 1 1951 AND PROJECTS 3
 KH0672'INCHES.
 KH0672'
 KH0672'REFERENCE MARK NO. 2 IS IN THE EAST EDGE OF SCHOOLYARD, 1 FOOT
 KH0672'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED EDSON NO 2 1951
 KH0672'AND PROJECTS 3 INCHES.
 KH0672'
 KH0672'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 131.65 FEET.
 KH0672'
 KH0672'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 34 FEET SOUTH OF THE
 KH0672'CENTER OF U.S. HIGHWAY 24, 1 FOOT NORTH OF A FENCE CORNER AND
 KH0672'1 FOOT WEST OF A WITNESS POST.  IT IS STAMPED EDSON 1951 AND
 KH0672'PROJECTS 4 INCHES.
 KH0672'
 KH0672'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH THROUGH
 KH0672'SCHOOLYARD FOR 0.15 MILE TO U.S. HIGHWAY 24, TURN LEFT AND GO
 KH0672'EAST ON U.S. HIGHWAY 24 FOR 0.7 MILE TO MARK ON RIGHT AS
 KH0672'DESCRIBED.
 KH0672'
 KH0672'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KH0672
 KH0672                          STATION RECOVERY (1955)
 KH0672
 KH0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 KH0672'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 KH0672'CONDITION.  THE CONSTRUCTION AND RELOCATION OF U.S. HIGHWAY 24
 KH0672'IN THIS AREA WILL DESTROY THE STATION AND REFERENCE MARK NO. 1.
 KH0672'THEY WERE MOVED AT THE REQUEST OF THE KANSAS HIGHWAY DEPT.
 KH0672'AND EDSON 2 WAS ESTABLISHED.  THERE WAS A GRAIN BIN ON LINE
 KH0672'BETWEEN EDSON 2 AND THE BREWSTER, MUNI., WATER TANK.  THESE
 KH0672'GRAIN BINS WERE IN THE PROCESS OF BEING MOVED.  WHEN THE
 KH0672'MOVEMENT OF THE GRAIN BINS IS COMPLETED, THE BREWSTER, MUNI.,
 KH0672'WATER TANK SHOULD BE VISIBLE FROM THE GROUND AT EDSON 2.  FOR
 KH0672'DETAILS, SEE THE DESCRIPTION OF EDSON 2 1955.
 KH0672
 KH0672                          STATION RECOVERY (1966)
 KH0672
 KH0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KH0672'STATION WAS NOT FOUND AND PRESUMED DESTROYED BY HIGHWAY CONSTRUCTION.
 KH0672'EDSON 2 LOCATED AND MEASUREMENTS PUT THE POSITION OF EDSON
 KH0672'UNDER THE SHOULDER OF U.S. HWY. 24.
 KH0672'
 KH0672'R.M. 1 ALSO NOT FOUND AND PRESUMED LOST.  LOCATION SHOULD
 KH0672'BE CLOSE TO SHOULDER OF ROAD.  R.M. 2 HAS THE CAP GONE, BUT
 KH0672'STEM IS STILL IN TOP OF CONCRETE.  R.M. 3 HAS THE TOP BROKEN,
 KH0672'BUT IS STILL IN PLACE.
 KH0672'
 KH0672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE NE
 KH0672'CORNER OF THE EDSON CONSOLIDATED SCHOOL YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0673 ***********************************************************************
 KH0673  DESIGNATION -  EDSON 2
 KH0673  PID         -  KH0673
 KH0673  STATE/COUNTY-  KS/SHERMAN
 KH0673  USGS QUAD   -  EDSON (1974)
 KH0673
 KH0673                         *CURRENT SURVEY CONTROL
 KH0673  ___________________________________________________________________
 KH0673* NAD 83(1997)-  39 20 20.80326(N)    101 32 37.33227(W)     ADJUSTED  
 KH0673* NAVD 88     -      1085.     (meters)    3560.     (feet)  SCALED    
 KH0673  ___________________________________________________________________
 KH0673  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KH0673  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 KH0673
 KH0673  HORZ ORDER  -  THIRD
 KH0673
 KH0673.The horizontal coordinates were established by classical geodetic methods
 KH0673.and adjusted by the National Geodetic Survey in October 1998..
 KH0673.No horizontal observational check was made to the station.
 KH0673
 KH0673.The orthometric height was scaled from a topographic map.
 KH0673
 KH0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0673
 KH0673.The geoid height was determined by GEOID03.
 KH0673
 KH0673;                    North         East     Units Scale Factor Converg.
 KH0673;SPC KS N     -   117,630.068    94,583.215   MT  0.99995804   -2 14 31.8
 KH0673;UTM  14      - 4,357,495.223   280,777.237   MT  1.00019176   -1 36 47.2
 KH0673
 KH0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0673!SPC KS N     -   0.99983349  x   0.99995804  =   0.99979154
 KH0673!UTM  14      -   0.99983349  x   1.00019176  =   1.00002522
 KH0673
 KH0673|---------------------------------------------------------------------|
 KH0673| PID    Reference Object                     Distance      Geod. Az  |
 KH0673|                                                           dddmmss.s |
 KH0673| KH0672 EDSON                                10.885 METERS 03057     |
 KH0673| CP7072 EDSON 2 RM 4                          8.879 METERS 07913     |
 KH0673| CP7071 EDSON 2 RM 3                          8.947 METERS 09145     |
 KH0673| CP7068 EDSON AZ MK                                        1021046.5 |
 KH0673| CP7070 EDSON RM 2                           31.639 METERS 16444     |
 KH0673| KH0679 GOODLAND MUNICIPAL TANK             APPROX.13.9 KM 2711421.9 |
 KH0673| CP7073 EDSON 2 RM 5                          9.767 METERS 27147     |
 KH0673|---------------------------------------------------------------------|
 KH0673
 KH0673                          SUPERSEDED SURVEY CONTROL
 KH0673
 KH0673  NAD 83(1986)-  39 20 20.80381(N)    101 32 37.33265(W) AD(       ) 3
 KH0673  NAD 27      -  39 20 20.79800(N)    101 32 35.73100(W) AD(       ) 3
 KH0673
 KH0673.Superseded values are not recommended for survey control.
 KH0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0673.See file dsdata.txt to determine how the superseded data were derived.
 KH0673
 KH0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ8077757495(NAD 83)
 KH0673_MARKER: DS = TRIANGULATION STATION DISK
 KH0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0673
 KH0673  HISTORY     - Date     Condition        Report By
 KH0673  HISTORY     - 1955     MONUMENTED       CGS
 KH0673  HISTORY     - 1966     GOOD             CGS
 KH0673  HISTORY     - 1974     GOOD             USAF
 KH0673
 KH0673                          STATION DESCRIPTION
 KH0673
 KH0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 KH0673'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE EDSON CONSOLIDATED
 KH0673'SCHOOL YARD, ABOUT 100 YARDS NORTH OF THE SCHOOL, 126 FEET
 KH0673'NORTH OF THE NORTHEAST CORNER OF A NATURAL GAS SHED, 62 FEET
 KH0673'SOUTH OF THE CENTER OF NEW U.S. HIGHWAY 24, 30 FEET WEST OF A
 KH0673'FENCE, AND 29.3 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 KH0673'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KH0673'EDSON 2 1955.
 KH0673'
 KH0673'REFERENCE MARK NO. 2 IS 27 FEET NORTHEAST OF THE NORTHEAST
 KH0673'CORNER OF NATURAL GAS SHED AND 1 FOOT WEST OF FENCE.  THE
 KH0673'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED EDSON NO 2 1951.
 KH0673'
 KH0673'REFERENCE MARK NO. 3 IS 62 FEET SOUTH OF THE CENTER OF NEW
 KH0673'U.S. HIGHWAY 24, 2 FEET SOUTH OF A WHITE WITNESS POST, AND 1
 KH0673'FOOT WEST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 KH0673'IS STAMPED EDSON 2 NO 3 1955.
 KH0673'
 KH0673'AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF OLD U.S. HIGHWAY
 KH0673'24 AND 1 FOOT WEST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 KH0673'AND THE DISK IS STAMPED EDSON 1951.
 KH0673'
 KH0673'TO REACH THE STATION FROM THE POST OFFICE IN EDSON, GO EAST
 KH0673'ON NEW U.S. HIGHWAY 24 FOR 0.25 MILE TO THE STATION ON THE
 KH0673'RIGHT AS DESCRIBED.
 KH0673'
 KH0673'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH THROUGH
 KH0673'THE SCHOOLYARD FOR 0.15 MILE TO OLD U.S. HIGHWAY 24.  TURN
 KH0673'LEFT AND GO EAST ON U.S. HIGHWAY 24 FOR 0.7 MILE TO THE AZIMUTH
 KH0673'MARK ON THE RIGHT.
 KH0673'
 KH0673'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KH0673
 KH0673                          STATION RECOVERY (1966)
 KH0673
 KH0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KH0673'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 KH0673'FOUND IN GOOD CONDITION.  A MILO CROP NEAR THE STATION OBSTRUCTED
 KH0673'THE LINE OF SITE TO THE AZIMUTH MARK.
 KH0673'
 KH0673'REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE FOUND
 KH0673'DESTROYED.
 KH0673'
 KH0673'REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5 WERE SET.
 KH0673'
 KH0673'TO REACH THE STATION FROM THE POST OFFICE IN EDSON, GO EAST
 KH0673'ON U.S. HIGHWAY 24 FOR 0.25 MILE TO A SCHOOL AND THE STATION
 KH0673'ON THE RIGHT.
 KH0673'
 KH0673'STATION SURFACE MARK, A STANDARD DISK STAMPED EDSON 2 1955, IS
 KH0673'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 KH0673'THE SURFACE OF THE GROUND.  IT IS 77 FEET NORTH-NORTHWEST OF
 KH0673'AN IRON POST AT THE NORTHEAST CORNER OF A FOOTBALL FIELD, 62.5
 KH0673'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 24, AND ABOUT ON
 KH0673'A PROJECTED LINE WHERE THE OLD AND NEW SCHOOL WERE CONSTRUCTED
 KH0673'TOGETHER.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KH0673'
 KH0673'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED EDSON 2 1955
 KH0673'NO. 4 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KH0673'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 80 FEET NORTH
 KH0673'OF THE IRON POST AT THE NORTHEAST CORNER OF THE FOOTBALL FIELD,
 KH0673'59 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 24, AND 2 FEET
 KH0673'WEST-SOUTHWEST OF A FENCE POST.
 KH0673'
 KH0673'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED EDSON 2 1955
 KH0673'NO. 5 1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KH0673'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 92.5 FEET
 KH0673'NORTHWEST OF THE IRON POST AT THE NORTHEAST CORNER OF THE
 KH0673'FOOTBALL FIELD AND 59 FEET SOUTH OF THE CENTERLINE OF U.S.
 KH0673'HIGHWAY 24.
 KH0673'
 KH0673'AZIMUTH MARK, A STANDARD DISK STAMPED EDSON 1951, IS SET IN
 KH0673'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 KH0673'IT IS 34 FEET SOUTH OF THE CENTER OF OLD U.S. HIGHWAY 24, 1
 KH0673'FOOT EAST OF A METAL WITNESS POST.
 KH0673'
 KH0673'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH THROUGH
 KH0673'SCHOOLYARD FOR 0.15 MILE TO OLD U.S. HIGHWAY 24.  TURN LEFT
 KH0673'AND GO EAST ON OLD U.S. HIGHWAY 24 FOR 0.7 MILE TO THE MARK ON
 KH0673'THE RIGHT.
 KH0673'
 KH0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EDSON
 KH0673
 KH0673                          STATION RECOVERY (1974)
 KH0673
 KH0673'RECOVERY NOTE BY US AIR FORCE 1974
 KH0673'STATION, AZIMUTH MARK, AND BOTH R.M.S WERE RECOVERED IN GOOD
 KH0673'CONDITION AS DESCRIBED.
 KH0673'
 KH0673'THE 1966 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0049 ***********************************************************************
 JG0049  DESIGNATION -  EE 190
 JG0049  PID         -  JG0049
 JG0049  STATE/COUNTY-  KS/ELLSWORTH
 JG0049  USGS QUAD   -  HOLYROOD NE (1979)
 JG0049
 JG0049                         *CURRENT SURVEY CONTROL
 JG0049  ___________________________________________________________________
 JG0049* NAD 83(1986)-  38 44 19.     (N)    098 16 28.     (W)     SCALED    
 JG0049* NAVD 88     -       472.219  (meters)    1549.27   (feet)  ADJUSTED  
 JG0049  ___________________________________________________________________
 JG0049  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 JG0049  DYNAMIC HT  -         471.888 (meters)    1548.19  (feet)  COMP
 JG0049  MODELED GRAV-     979,911.8   (mgal)                       NAVD 88
 JG0049
 JG0049  VERT ORDER  -  FIRST     CLASS II
 JG0049
 JG0049.The horizontal coordinates were scaled from a topographic map and have
 JG0049.an estimated accuracy of +/- 6 seconds.
 JG0049
 JG0049.The orthometric height was determined by differential leveling
 JG0049.and adjusted by the National Geodetic Survey in June 1991..
 JG0049
 JG0049.The geoid height was determined by GEOID03.
 JG0049
 JG0049.The dynamic height is computed by dividing the NAVD 88
 JG0049.geopotential number by the normal gravity value computed on the
 JG0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0049.degrees latitude (g = 980.6199 gals.).
 JG0049
 JG0049.The modeled gravity was interpolated from observed gravity values.
 JG0049
 JG0049;                    North         East    Units  Estimated Accuracy
 JG0049;SPC KS N     -    45,030.      376,140.      MT  (+/- 180 meters Scaled)
 JG0049
 JG0049                          SUPERSEDED SURVEY CONTROL
 JG0049
 JG0049  NGVD 29 (??/??/92)  472.066  (m)         1548.77   (f) ADJ UNCH    1 2
 JG0049
 JG0049.Superseded values are not recommended for survey control.
 JG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0049.See file dsdata.txt to determine how the superseded data were derived.
 JG0049
 JG0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH630880(NAD 83)
 JG0049_MARKER: DB = BENCH MARK DISK
 JG0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0049_SP_SET: BRIDGE ABUTMENT
 JG0049_STAMPING: E E 190 1934
 JG0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0049
 JG0049  HISTORY     - Date     Condition        Report By
 JG0049  HISTORY     - 1934     MONUMENTED       CGS
 JG0049  HISTORY     - 1952     GOOD             NGS
 JG0049
 JG0049                          STATION DESCRIPTION
 JG0049
 JG0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JG0049'2.5 MI W FROM ELLSWORTH.
 JG0049'2.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0049'AT ELLSWORTH, AT A PRIVATE ROAD CROSSING, 5.3 FEET SOUTH OF THE
 JG0049'SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT
 JG0049'OF BRIDGE 226.36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0710 ***********************************************************************
 JE0710  CBN         -  This is a Cooperative Base Network Control Station.
 JE0710  DESIGNATION -  EE 252
 JE0710  PID         -  JE0710
 JE0710  STATE/COUNTY-  KS/MIAMI
 JE0710  USGS QUAD   -  FONTANA (1978)
 JE0710
 JE0710                         *CURRENT SURVEY CONTROL
 JE0710  ___________________________________________________________________
 JE0710* NAD 83(1997)-  38 29 33.52700(N)    094 52 00.91844(W)     ADJUSTED  
 JE0710* NAVD 88     -       254.798  (meters)     835.95   (feet)  ADJUSTED  
 JE0710  ___________________________________________________________________
 JE0710  X           -    -424,102.584 (meters)                     COMP
 JE0710  Y           -  -4,980,728.606 (meters)                     COMP
 JE0710  Z           -   3,948,529.241 (meters)                     COMP
 JE0710  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 JE0710  ELLIP HEIGHT-         222.87  (meters)          (08/12/03) GPS OBS
 JE0710  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE0710  DYNAMIC HT  -         254.621 (meters)     835.37  (feet)  COMP
 JE0710  MODELED GRAV-     979,925.0   (mgal)                       NAVD 88
 JE0710
 JE0710  HORZ ORDER  -  A
 JE0710  VERT ORDER  -  SECOND    CLASS 0
 JE0710  ELLP ORDER  -  FOURTH    CLASS I
 JE0710
 JE0710.The horizontal coordinates were established by GPS observations
 JE0710.and adjusted by the National Geodetic Survey in August 2003..
 JE0710
 JE0710.The orthometric height was determined by differential leveling
 JE0710.and adjusted by the National Geodetic Survey in June 1991..
 JE0710
 JE0710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE0710
 JE0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0710
 JE0710.The ellipsoidal height was determined by GPS observations
 JE0710.and is referenced to NAD 83.
 JE0710
 JE0710.The geoid height was determined by GEOID03.
 JE0710
 JE0710.The dynamic height is computed by dividing the NAVD 88
 JE0710.geopotential number by the normal gravity value computed on the
 JE0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0710.degrees latitude (g = 980.6199 gals.).
 JE0710
 JE0710.The modeled gravity was interpolated from observed gravity values.
 JE0710
 JE0710;                    North         East     Units Scale Factor Converg.
 JE0710;SPC KS S     -   608,836.380   716,871.103   MT  0.99998620   +2 13 57.5
 JE0710;UTM  15      - 4,262,128.785   337,185.284   MT  0.99992646   -1 09 44.1
 JE0710
 JE0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0710!SPC KS S     -   0.99996503  x   0.99998620  =   0.99995123
 JE0710!UTM  15      -   0.99996503  x   0.99992646  =   0.99989149
 JE0710
 JE0710                          SUPERSEDED SURVEY CONTROL
 JE0710
 JE0710  NAVD 88 (08/12/03)  254.80   (m)          836.0    (f) LEVELING    3  
 JE0710  NGVD 29 (??/??/92)  254.652  (m)          835.47   (f) ADJ UNCH    2 0
 JE0710
 JE0710.Superseded values are not recommended for survey control.
 JE0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0710.See file dsdata.txt to determine how the superseded data were derived.
 JE0710
 JE0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3718562129(NAD 83)
 JE0710_MARKER: DB = BENCH MARK DISK
 JE0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0710_SP_SET: CONCRETE CULVERT
 JE0710_STAMPING: EE 252 1949
 JE0710_MARK LOGO: CGS   
 JE0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0710+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2002
 JE0710
 JE0710  HISTORY     - Date     Condition        Report By
 JE0710  HISTORY     - 1949     MONUMENTED       CGS
 JE0710  HISTORY     - 20021109 GOOD             WILSON
 JE0710
 JE0710                          STATION DESCRIPTION
 JE0710
 JE0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JE0710'5.2 MI NW FROM FONTANA.
 JE0710'5.15 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILROAD
 JE0710'FROM THE RAILROAD STATION AT FONTANA, IN THE NORTH END OF THE
 JE0710'WEST HEADWALL OF A 6 X 8 FOOT CONCRETE BOX CULVERT WHICH IS
 JE0710'UNDER THE ROAD, AT TRESTLE 49.2, 60.0 FEET EAST OF THE EAST
 JE0710'RAIL, 11.0 FEET WEST OF THE CENTER LINE OF THE ROAD 2 POLES
 JE0710'NORTH OF MILE POST 49-10.
 JE0710
 JE0710                          STATION RECOVERY (2002)
 JE0710
 JE0710'RECOVERY NOTE BY WILSON AND COMPANY 2002 (KD)
 JE0710'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH-SOUTHEAST OF PAOLA, 4.5
 JE0710'MILES
 JE0710'EAST-SOUTHEAST OF OSAWTOMIE, ON ROAD RIGHT-OF-WAY.  OWNERSHIP--MIAMI
 JE0710'COUNTY.  TO REACH
 JE0710'THE STATION FROM THE INTERSECTION OF SILVER AND WEA STREETS, AT THE
 JE0710'SOUTHWEST CORNER
 JE0710'OF THE PARK SQUARE IN PAOLA, GO SOUTH ON SILVER STREET FOR
 JE0710'APPROXIMATELY 0.6 MILE TO
 JE0710'WHERE IT BECOMES OLD KC ROAD.  CONTINUE SOUTHWEST AND SOUTH ON OLD KC
 JE0710'ROAD FOR 2.2
 JE0710'MILES TO ITS INTERSECTION WITH U.S. HIGHWAY 169 AND 327TH STREET.  GO
 JE0710'EAST ON 327TH
 JE0710'STREET FOR 1.5 MILES TO HOSPITAL DRIVE.   GO SOUTH ON HOSPITAL DRIVE
 JE0710'FOR 2.0 MILES TO 343RD
 JE0710'STREET AT HENSON.  GO EAST ACROSS RAILROAD TRACKS FOR 0.1 MILE TO
 JE0710'HEDGE LANE.  GO SOUTH
 JE0710'ON HEDGE LANE FOR 0.5 MILE TO 347TH STREET.  GO WEST ON 347TH STREET
 JE0710'FOR 0.1 MILE TO
 JE0710'HOSPITAL DRIVE ON THE EAST SIDE OF THE RAILROAD TRACKS.  GO SOUTH FOR
 JE0710'0.4 MILES TO A
 JE0710'CONCRETE CULVERT AND STATION ON THE RIGHT.  THE STATION IS SET IN THE
 JE0710'TOP OF THE
 JE0710'NORTHWEST WINGWALL OF CULVERT.
 JE0710' 
 JE0710' 
 JE0710'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1106 ***********************************************************************
 HF1106  DESIGNATION -  EGT A
 HF1106  PID         -  HF1106
 HF1106  STATE/COUNTY-  KS/SUMNER
 HF1106  USGS QUAD   -  WELLINGTON (1983)
 HF1106
 HF1106                         *CURRENT SURVEY CONTROL
 HF1106  ___________________________________________________________________
 HF1106* NAD 83(1997)-  37 19 44.16943(N)    097 23 12.35157(W)     ADJUSTED  
 HF1106* NAVD 88     -       387.647  (meters)    1271.81   (feet)  ADJUSTED  
 HF1106  ___________________________________________________________________
 HF1106  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 HF1106  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HF1106  DYNAMIC HT  -         387.334 (meters)    1270.78  (feet)  COMP
 HF1106  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 HF1106
 HF1106  HORZ ORDER  -  THIRD
 HF1106  VERT ORDER  -  THIRD
 HF1106
 HF1106.This mark is at Wellington Municipal Airport (EGT)
 HF1106
 HF1106.The horizontal coordinates were established by classical geodetic methods
 HF1106.and adjusted by the National Geodetic Survey in October 1998..
 HF1106
 HF1106.The orthometric height was determined by differential leveling
 HF1106.and adjusted by the National Geodetic Survey in June 1991..
 HF1106
 HF1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1106
 HF1106.The geoid height was determined by GEOID03.
 HF1106
 HF1106.The dynamic height is computed by dividing the NAVD 88
 HF1106.geopotential number by the normal gravity value computed on the
 HF1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1106.degrees latitude (g = 980.6199 gals.).
 HF1106
 HF1106.The modeled gravity was interpolated from observed gravity values.
 HF1106
 HF1106;                    North         East     Units Scale Factor Converg.
 HF1106;SPC KS S     -   474,091.148   498,658.989   MT  0.99998834   +0 41 02.8
 HF1106;UTM  14      - 4,132,583.621   642,923.725   MT  0.99985163   +0 58 42.3
 HF1106
 HF1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1106!SPC KS S     -   0.99994367  x   0.99998834  =   0.99993201
 HF1106!UTM  14      -   0.99994367  x   0.99985163  =   0.99979531
 HF1106
 HF1106:                Primary Azimuth Mark                     Grid Az
 HF1106:SPC KS S     -  EGT B                                    178 23 33.1
 HF1106:UTM  14      -  EGT B                                    178 05 53.6
 HF1106
 HF1106|---------------------------------------------------------------------|
 HF1106| PID    Reference Object                     Distance      Geod. Az  |
 HF1106|                                                           dddmmss.s |
 HF1106| HF1105 EGT B                               APPROX. 0.6 KM 1790435.9 |
 HF1106| HF1355 WELLINGTON MUNICIPAL TANK           APPROX. 6.0 KM 1845338.0 |
 HF1106|---------------------------------------------------------------------|
 HF1106
 HF1106                          SUPERSEDED SURVEY CONTROL
 HF1106
 HF1106  NAD 83(1997)-  37 19 44.17518(N)    097 23 12.34733(W) AD(       ) 3
 HF1106  NAD 83(1986)-  37 19 44.18120(N)    097 23 12.34388(W) AD(       ) 3
 HF1106  NAD 27      -  37 19 44.10608(N)    097 23 11.18011(W) AD(       ) 3
 HF1106
 HF1106.Superseded values are not recommended for survey control.
 HF1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1106.See file dsdata.txt to determine how the superseded data were derived.
 HF1106
 HF1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4292432584(NAD 83)
 HF1106_MARKER: DD = SURVEY DISK
 HF1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1106_SP_SET: CONCRETE POST
 HF1106_STAMPING: EGT A 1987
 HF1106_MARK LOGO: NOSAMC
 HF1106_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1106+STABILITY: SURFACE MOTION
 HF1106
 HF1106  HISTORY     - Date     Condition        Report By
 HF1106  HISTORY     - 1987     MONUMENTED       NOS
 HF1106  HISTORY     - 1987     GOOD             NOS
 HF1106
 HF1106                          STATION DESCRIPTION
 HF1106
 HF1106'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 HF1106'STATION IS LOCATED AT THE WELLINGTON MUNICIPAL AIRPORT, NEAR THE
 HF1106'NORTH END OF THE TAXIWAY.
 HF1106'
 HF1106'TO REACH THE STATION PROCEED TO WELLINGTON AIRPORT, SEE AIRPORT
 HF1106'MANAGER.
 HF1106'
 HF1106'STATION IS A STANDARD NOS DISK STAMPED---EGT A 1987---, SET IN
 HF1106'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 HF1106'64.9 M (213.2 FT) SE OF CENTERLINE END RUNWAY 17, 46.3 M (152.0 FT)
 HF1106'E OF E EDGE OF RUNWAY 17-35, 29.26 M (96.0 FT) ESE OF SE CORNER OF
 HF1106'HOLDING PAD FOR RUNWAY 17, AND 3.87 M (12.7 FT) W OF W EDGE OF
 HF1106'TAXIWAY TO RUNWAY 17.
 HF1106'
 HF1106'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HF1106'
 HF1106'DESCRIBED BY PBW.
 HF1106
 HF1106                          STATION RECOVERY (1987)
 HF1106
 HF1106'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HF1106'IN WELLINGTON.
 HF1106'THE STATION IS A STANDARD NOS ALUMINUM DISK SET INTO THE TOP OF A 10
 HF1106'INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND NEAR THE NORTH
 HF1106'END OF THE WELLINGTON MUNICIPAL AIRPORT.  CONTACT THE AIRPORT MANAGER
 HF1106'FOR PERMISSION TO ENTER THE AIRPORT PROPER.  THE STATION IS LOCATED
 HF1106'213.2 FEET SOUTHEAST FROM THE CENTERLINE END OF RUNWAY 17, 12.7 FEET
 HF1106'WEST FROM THE WEST EDGE OF THE TAXIWAY TO RUNWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1105 ***********************************************************************
 HF1105  DESIGNATION -  EGT B
 HF1105  PID         -  HF1105
 HF1105  STATE/COUNTY-  KS/SUMNER
 HF1105  USGS QUAD   -  WELLINGTON (1983)
 HF1105
 HF1105                         *CURRENT SURVEY CONTROL
 HF1105  ___________________________________________________________________
 HF1105* NAD 83(1997)-  37 19 24.28812(N)    097 23 11.95034(W)     ADJUSTED  
 HF1105* NAVD 88     -       388.135  (meters)    1273.41   (feet)  ADJUSTED  
 HF1105  ___________________________________________________________________
 HF1105  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HF1105  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HF1105  DYNAMIC HT  -         387.822 (meters)    1272.38  (feet)  COMP
 HF1105  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 HF1105
 HF1105  HORZ ORDER  -  THIRD
 HF1105  VERT ORDER  -  THIRD
 HF1105
 HF1105.This mark is at Wellington Municipal Airport (EGT)
 HF1105
 HF1105.The horizontal coordinates were established by classical geodetic methods
 HF1105.and adjusted by the National Geodetic Survey in October 1998..
 HF1105
 HF1105.The orthometric height was determined by differential leveling
 HF1105.and adjusted by the National Geodetic Survey in June 1991..
 HF1105
 HF1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1105
 HF1105.The geoid height was determined by GEOID03.
 HF1105
 HF1105.The dynamic height is computed by dividing the NAVD 88
 HF1105.geopotential number by the normal gravity value computed on the
 HF1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1105.degrees latitude (g = 980.6199 gals.).
 HF1105
 HF1105.The modeled gravity was interpolated from observed gravity values.
 HF1105
 HF1105;                    North         East     Units Scale Factor Converg.
 HF1105;SPC KS S     -   473,478.399   498,676.185   MT  0.99998933   +0 41 03.1
 HF1105;UTM  14      - 4,131,971.053   642,944.064   MT  0.99985170   +0 58 42.1
 HF1105
 HF1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1105!SPC KS S     -   0.99994359  x   0.99998933  =   0.99993292
 HF1105!UTM  14      -   0.99994359  x   0.99985170  =   0.99979530
 HF1105
 HF1105:                Primary Azimuth Mark                     Grid Az
 HF1105:SPC KS S     -  WELLINGTON MUNICIPAL TANK                184 52 01.5
 HF1105:UTM  14      -  WELLINGTON MUNICIPAL TANK                184 34 22.5
 HF1105
 HF1105|---------------------------------------------------------------------|
 HF1105| PID    Reference Object                     Distance      Geod. Az  |
 HF1105|                                                           dddmmss.s |
 HF1105| HF1355 WELLINGTON MUNICIPAL TANK           APPROX. 5.4 KM 1853304.6 |
 HF1105| HF1106 EGT A                               APPROX. 0.6 KM 3590436.2 |
 HF1105|---------------------------------------------------------------------|
 HF1105
 HF1105                          SUPERSEDED SURVEY CONTROL
 HF1105
 HF1105  NAD 83(1997)-  37 19 24.29395(N)    097 23 11.94611(W) AD(       ) 3
 HF1105  NAD 83(1986)-  37 19 24.29996(N)    097 23 11.94262(W) AD(       ) 3
 HF1105  NAD 27      -  37 19 24.22448(N)    097 23 10.77897(W) AD(       ) 3
 HF1105
 HF1105.Superseded values are not recommended for survey control.
 HF1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1105.See file dsdata.txt to determine how the superseded data were derived.
 HF1105
 HF1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4294431971(NAD 83)
 HF1105_MARKER: DD = SURVEY DISK
 HF1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1105_SP_SET: CONCRETE POST
 HF1105_STAMPING: EGT B 1987
 HF1105_MARK LOGO: NOSAMC
 HF1105_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1105+STABILITY: SURFACE MOTION
 HF1105
 HF1105  HISTORY     - Date     Condition        Report By
 HF1105  HISTORY     - 1987     MONUMENTED       NOS
 HF1105  HISTORY     - 1987     GOOD             NOS
 HF1105
 HF1105                          STATION DESCRIPTION
 HF1105
 HF1105'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 HF1105'STATION IS LOCATED AT THE WELLINGTON MUNICIPAL AIRPORT, AT THE SW
 HF1105'CORNER OF THE TAXIWAY.
 HF1105'
 HF1105'TO REACH STATION PROCEED TO THE WELLINGTON AIRPORT, SEE AIRPORT
 HF1105'MANAGER.
 HF1105'
 HF1105'STATION IS A STANDARD NOS DISK STAMPED---EGT B 1987---, SET IN A
 HF1105'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 HF1105'LOCATED 50.0 M (164 FT) E OF E EDGE OF RUNWAY 17-35, 48.2 M
 HF1105'(158 FT) W OF A N-S FENCE, 27 M (88.7 FT) SW OF CENTER OF THE
 HF1105'COMPASS ROSE, AND 0.61 M (2 FT) SW OF SW CORNER OF THE TAXIWAY.
 HF1105'
 HF1105'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HF1105'
 HF1105'DESCRIBED BY PBW.
 HF1105
 HF1105                          STATION RECOVERY (1987)
 HF1105
 HF1105'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HF1105'IN WELLINGTON.
 HF1105'THE STATION IS A STANDARD NOS ALUMINUM DISK SET INTO THE TOP OF A 10
 HF1105'INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE EXISTING GROUND AT THE
 HF1105'WELLINGTON MUNICIPAL AIRPORT.  CONTACT THE AIRPORT MANAGER FOR
 HF1105'PERMISSION TO ENTER THE AIRPORT PROPER.  THE STATION IS LOCATED NEAR
 HF1105'THE SW CORNER OF THE TAXIWAY, 164 FEET EAST FROM THE EAST EDGE OF THE
 HF1105'RUNWAY, AND 158 FEET WEST FROM A NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0682 ***********************************************************************
 HH0682  DESIGNATION -  EHA A
 HH0682  PID         -  HH0682
 HH0682  STATE/COUNTY-  KS/MORTON
 HH0682  USGS QUAD   -  ELKHART NORTH (1973)
 HH0682
 HH0682                         *CURRENT SURVEY CONTROL
 HH0682  ___________________________________________________________________
 HH0682* NAD 83(1997)-  37 00 10.24693(N)    101 52 51.49798(W)     ADJUSTED  
 HH0682* NAVD 88     -      1103.918  (meters)    3621.77   (feet)  ADJUSTED  
 HH0682  ___________________________________________________________________
 HH0682  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 HH0682  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 HH0682  DYNAMIC HT  -        1102.783 (meters)    3618.05  (feet)  COMP
 HH0682  MODELED GRAV-     979,564.5   (mgal)                       NAVD 88
 HH0682
 HH0682  HORZ ORDER  -  THIRD
 HH0682  VERT ORDER  -  THIRD
 HH0682
 HH0682.This mark is at Elkhart-Morton County Airport (EHA)
 HH0682
 HH0682.The horizontal coordinates were established by classical geodetic methods
 HH0682.and adjusted by the National Geodetic Survey in October 1998..
 HH0682
 HH0682.The orthometric height was determined by differential leveling
 HH0682.and adjusted by the National Geodetic Survey in June 1991..
 HH0682
 HH0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0682
 HH0682.The geoid height was determined by GEOID03.
 HH0682
 HH0682.The dynamic height is computed by dividing the NAVD 88
 HH0682.geopotential number by the normal gravity value computed on the
 HH0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0682.degrees latitude (g = 980.6199 gals.).
 HH0682
 HH0682.The modeled gravity was interpolated from observed gravity values.
 HH0682
 HH0682;                    North         East     Units Scale Factor Converg.
 HH0682;SPC KS S     -   442,767.757    99,112.478   MT  1.00006232   -2 04 39.7
 HH0682;SPC OK N     -   229,137.726   254,635.262   MT  1.00005163   -2 17 25.2
 HH0682;SPC OK N     -   751,762.69    835,415.86   sFT  1.00005163   -2 17 25.2
 HH0682;UTM  14      - 4,099,069.050   243,641.997   MT  1.00040968   -1 44 05.5
 HH0682
 HH0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0682!SPC KS S     -   0.99983071  x   1.00006232  =   0.99989302
 HH0682!SPC OK N     -   0.99983071  x   1.00005163  =   0.99988233
 HH0682!UTM  14      -   0.99983071  x   1.00040968  =   1.00024032
 HH0682
 HH0682:                Primary Azimuth Mark                     Grid Az
 HH0682:SPC KS S     -  EHA B                                    182 09 50.0
 HH0682:SPC OK N     -  EHA B                                    182 22 35.5
 HH0682:UTM  14      -  EHA B                                    181 49 15.8
 HH0682
 HH0682|---------------------------------------------------------------------|
 HH0682| PID    Reference Object                     Distance      Geod. Az  |
 HH0682|                                                           dddmmss.s |
 HH0682| GK0798 EHA B                               APPROX. 0.9 KM 1800510.3 |
 HH0682| HH0800 ELKHART MUNICIPAL STANDPIPE         APPROX. 1.6 KM 2611918.6 |
 HH0682| HH1036 ELKHART SCAT COM MAST               APPROX. 2.5 KM 2633333.9 |
 HH0682| HH1035 ELKHART MUNICIPAL TANK              APPROX. 1.7 KM 2681222.0 |
 HH0682|---------------------------------------------------------------------|
 HH0682
 HH0682                          SUPERSEDED SURVEY CONTROL
 HH0682
 HH0682  NAD 83(1997)-  37 00 10.24641(N)    101 52 51.49779(W) AD(       ) 3
 HH0682  NAD 83(1997)-  37 00 10.25550(N)    101 52 51.48681(W) AD(       ) 3
 HH0682  NAD 83(1986)-  37 00 10.25797(N)    101 52 51.48594(W) AD(       ) 3
 HH0682  NAD 27      -  37 00 10.17480(N)    101 52 49.89389(W) AD(       ) 3
 HH0682  NGVD 29 (12/08/88) 1103.45   (m)         3620.2    (f) LEVELING    3  
 HH0682
 HH0682.Superseded values are not recommended for survey control.
 HH0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0682.See file dsdata.txt to determine how the superseded data were derived.
 HH0682
 HH0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4364299069(NAD 83)
 HH0682_MARKER: DD = SURVEY DISK
 HH0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0682_SP_SET: CONCRETE POST
 HH0682_STAMPING: EHA A 1987
 HH0682_MARK LOGO: NOSAMC
 HH0682_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0682+STABILITY: SURFACE MOTION
 HH0682
 HH0682  HISTORY     - Date     Condition        Report By
 HH0682  HISTORY     - 1987     MONUMENTED       NOS
 HH0682  HISTORY     - 1987     GOOD             NOS
 HH0682
 HH0682                          STATION DESCRIPTION
 HH0682
 HH0682'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HH0682'THE STATION IS LOCATED AT THE ELKHART MORTON COUNTY AIRPORT
 HH0682'WEST OF ELKHART.
 HH0682'
 HH0682'TO REACH THE STATION CONTACT THE AIRPORT MANAGER.  THE STATION IS
 HH0682'ON A RISE EAST OF RUNWAY 17-35 AND NORTH OF THE WIND SOCK BETWEEN
 HH0682'THE 10TH AND 11TH RUNWAY LIGHTS SOUTH OF RUNWAY END 17.
 HH0682'
 HH0682'THE STATION IS A NOS DISK STAMPED---EHA A 1987---, SET INTO
 HH0682'THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH
 HH0682'THE EXISTING GROUND.  IT IS LOCATED 104.2 METERS (342 FT) EAST
 HH0682'FROM THE CENTERLINE OF RUNWAY 17-35, 40.5 METERS (133 FT) SOUTHWEST
 HH0682'FROM THE SOUTHERLY OF TWO GRAIN BINS EAST OF A FENCE LINE, AND
 HH0682'1.7 METERS (5.6 FT) WEST FROM A NORTH-SOUTH FENCE LINE.
 HH0682'
 HH0682'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 HH0682'
 HH0682'DESCRIBED BY JWB.
 HH0682
 HH0682                          STATION RECOVERY (1987)
 HH0682
 HH0682'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HH0682'IN ELKHART.
 HH0682'THE STATION IS LOCATED AT THE ELKHART MORTON COUNTY AIRPORT
 HH0682'EAST OF THE TOWN OF ELKHART.  TO REACH THE STATION FIRST CONTACT
 HH0682'THE AIRPORT MANAGER.  THE STATION IS LOCATED ON A RISE EAST OF
 HH0682'RUNWAY 17-35 AND NORTH OF THE WINDSOCK BETWEEN THE 10TH AND 11TH
 HH0682'RUNWAY LIGHTS SOUTH OF THE END OF RUNWAY 17.  THE STATION IS AN
 HH0682'ALUMINUM DISK SET INTO A 10 INCH DIAMETER CONCRETE POST FLUSH WITH
 HH0682'THE EXISTING GROUND.  IT IS LOCATED 342.2 FEET EAST OF THE CENTERLINE
 HH0682'OF RUNWAY 17-35, 133 FEET SOUTHWEST OF THE SOUTHERLY OF TWO GRAIN
 HH0682'BINSEAST OF A FENCE LINE, AND 5.6 FEET WEST OF A NORTH-SOUTH FENCE
 HH0682'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0798 ***********************************************************************
 GK0798  DESIGNATION -  EHA B
 GK0798  PID         -  GK0798
 GK0798  STATE/COUNTY-  KS/MORTON
 GK0798  USGS QUAD   -  ELKHART SOUTH (1973)
 GK0798
 GK0798                         *CURRENT SURVEY CONTROL
 GK0798  ___________________________________________________________________
 GK0798* NAD 83(1997)-  36 59 42.47139(N)    101 52 51.55007(W)     ADJUSTED  
 GK0798* NAVD 88     -      1101.918  (meters)    3615.21   (feet)  ADJUSTED  
 GK0798  ___________________________________________________________________
 GK0798  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 GK0798  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 GK0798  DYNAMIC HT  -        1100.778 (meters)    3611.47  (feet)  COMP
 GK0798  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 GK0798
 GK0798  HORZ ORDER  -  THIRD
 GK0798  VERT ORDER  -  THIRD
 GK0798
 GK0798.This mark is at Elkhart-Morton County Airport (EHA)
 GK0798
 GK0798.The horizontal coordinates were established by classical geodetic methods
 GK0798.and adjusted by the National Geodetic Survey in October 1998..
 GK0798
 GK0798.The orthometric height was determined by differential leveling
 GK0798.and adjusted by the National Geodetic Survey in June 1991..
 GK0798
 GK0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0798
 GK0798.The geoid height was determined by GEOID03.
 GK0798
 GK0798.The dynamic height is computed by dividing the NAVD 88
 GK0798.geopotential number by the normal gravity value computed on the
 GK0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GK0798.degrees latitude (g = 980.6199 gals.).
 GK0798
 GK0798.The modeled gravity was interpolated from observed gravity values.
 GK0798
 GK0798;                    North         East     Units Scale Factor Converg.
 GK0798;SPC KS S     -   441,912.073    99,080.146   MT  1.00006446   -2 04 39.8
 GK0798;SPC OK N     -   228,282.178   254,599.755   MT  1.00004967   -2 17 25.3
 GK0798;SPC OK N     -   748,955.78    835,299.36   sFT  1.00004967   -2 17 25.3
 GK0798;UTM  14      - 4,098,212.891   243,614.778   MT  1.00040986   -1 44 04.5
 GK0798
 GK0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0798!SPC KS S     -   0.99983103  x   1.00006446  =   0.99989548
 GK0798!SPC OK N     -   0.99983103  x   1.00004967  =   0.99988069
 GK0798!UTM  14      -   0.99983103  x   1.00040986  =   1.00024082
 GK0798
 GK0798:                Primary Azimuth Mark                     Grid Az
 GK0798:SPC KS S     -  EHA A                                    002 09 50.0
 GK0798:SPC OK N     -  EHA A                                    002 22 35.5
 GK0798:UTM  14      -  EHA A                                    001 49 14.7
 GK0798
 GK0798|---------------------------------------------------------------------|
 GK0798| PID    Reference Object                     Distance      Geod. Az  |
 GK0798|                                                           dddmmss.s |
 GK0798| HH0682 EHA A                               APPROX. 0.9 KM 0000510.2 |
 GK0798| HH1036 ELKHART SCAT COM MAST               APPROX. 2.5 KM 2831241.1 |
 GK0798| HH0800 ELKHART MUNICIPAL STANDPIPE         APPROX. 1.7 KM 2910651.9 |
 GK0798| HH1035 ELKHART MUNICIPAL TANK              APPROX. 1.9 KM 2953244.2 |
 GK0798|---------------------------------------------------------------------|
 GK0798
 GK0798                          SUPERSEDED SURVEY CONTROL
 GK0798
 GK0798  NAD 83(1997)-  36 59 42.47086(N)    101 52 51.54988(W) AD(       ) 3
 GK0798  NAD 83(1997)-  36 59 42.47996(N)    101 52 51.53882(W) AD(       ) 3
 GK0798  NAD 83(1986)-  36 59 42.48246(N)    101 52 51.53818(W) AD(       ) 3
 GK0798  NAD 27      -  36 59 42.39877(N)    101 52 49.94616(W) AD(       ) 3
 GK0798  NGVD 29 (12/08/88) 1101.44   (m)         3613.6    (f) LEVELING    3  
 GK0798
 GK0798.Superseded values are not recommended for survey control.
 GK0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0798.See file dsdata.txt to determine how the superseded data were derived.
 GK0798
 GK0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4361598213(NAD 83)
 GK0798_MARKER: DD = SURVEY DISK
 GK0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GK0798_SP_SET: CONCRETE POST
 GK0798_STAMPING: EHA B 1987
 GK0798_MARK LOGO: NOSAMC
 GK0798_MAGNETIC: N = NO MAGNETIC MATERIAL
 GK0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GK0798+STABILITY: SURFACE MOTION
 GK0798
 GK0798  HISTORY     - Date     Condition        Report By
 GK0798  HISTORY     - 1987     MONUMENTED       NOS
 GK0798  HISTORY     - 1987     GOOD             NOS
 GK0798
 GK0798                          STATION DESCRIPTION
 GK0798
 GK0798'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 GK0798'THE STATION IS LOCATED AT THE ELKHART MORTON COUNTY AIRPORT.
 GK0798'
 GK0798'TO REACH THE STATION CONTACT THE AIRPORT MANAGER.  THE STATION
 GK0798'IS LOCATED AT THE SOUTH END OF THE AIRPORT EAST OF RUNWAY 17-35
 GK0798'AND ON LINE WITH THE THRESHOLD LIGHTS AT RUNWAY END 35.
 GK0798'
 GK0798'THE STATION IS A NOS DISK STAMPED---EHA B 1987---, SET INTO THE
 GK0798'TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE
 GK0798'EXISTING GROUND.  IT IS LOCATED 92.54 METERS (303.6 FT) EAST FROM
 GK0798'THE CENTERLINE END OF RUNWAY 35, 2.16 METERS (7.1 FT) WEST FROM A
 GK0798'NORTH-SOUTH FENCE LINE, AND 0.91 METER (3.0 FT) SOUTHWEST FROM
 GK0798'A TWO BY SIX WITNESS POST.
 GK0798'
 GK0798'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 GK0798'
 GK0798'DESCRIBED BY JWB.
 GK0798
 GK0798                          STATION RECOVERY (1987)
 GK0798
 GK0798'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 GK0798'IN ELKHART.
 GK0798'THE STATION IS LOCATED AT THE ELKHART MORTON COUNTY AIRPORT.
 GK0798'TO REACH THE STATION CONTACT THE AIRPORT MANAGER.  THE STATION IS
 GK0798'LOCATED AT THE SOUTH END OF THE AIRPORT, EAST OF RUNWAY 17-35 AND
 GK0798'ON LINE WITH THE THRESHOLD LIGHTS AT RUNWAY END 35.  THE STATION
 GK0798'IS A STANDARD NOS ALUMINUM DISK SET INTO THE CENTER OF A 10 INCH
 GK0798'DIAMETER CONCRETE POST FLUSH WITH THE EXISTING GROUND.  IT IS
 GK0798'LOCATED 303.6 FEET EAST OF THE CENTERLINE END OF RUNWAY 35, 7.1
 GK0798'FEET WEST OF A NORTH-SOUTH FENCE LINE, AND 3.0 FEET SOUTHWEST FROM
 GK0798'A TWO BY SIX WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0580 ***********************************************************************
 KG0580  DESIGNATION -  ELDER
 KG0580  PID         -  KG0580
 KG0580  STATE/COUNTY-  KS/MITCHELL
 KG0580  USGS QUAD   -  GLEN ELDER NORTH (1980)
 KG0580
 KG0580                         *CURRENT SURVEY CONTROL
 KG0580  ___________________________________________________________________
 KG0580* NAD 83(1997)-  39 30 33.79967(N)    098 19 19.89529(W)     ADJUSTED  
 KG0580* NAVD 88     -       461.     (meters)    1512.     (feet)  SCALED    
 KG0580  ___________________________________________________________________
 KG0580  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 KG0580  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 KG0580
 KG0580  HORZ ORDER  -  SECOND
 KG0580
 KG0580.The horizontal coordinates were established by classical geodetic methods
 KG0580.and adjusted by the National Geodetic Survey in October 1998..
 KG0580
 KG0580.The orthometric height was scaled from a topographic map.
 KG0580
 KG0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0580
 KG0580.The geoid height was determined by GEOID03.
 KG0580
 KG0580;                    North         East     Units Scale Factor Converg.
 KG0580;SPC KS N     -   130,606.684   372,291.768   MT  0.99996702   -0 12 13.9
 KG0580;UTM  14      - 4,373,525.765   558,269.586   MT  0.99964180   +0 25 52.4
 KG0580
 KG0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0580!SPC KS N     -   0.99993180  x   0.99996702  =   0.99989882
 KG0580!UTM  14      -   0.99993180  x   0.99964180  =   0.99957363
 KG0580
 KG0580|---------------------------------------------------------------------|
 KG0580| PID    Reference Object                     Distance      Geod. Az  |
 KG0580|                                                           dddmmss.s |
 KG0580| KG0581 ELDER 2                              40.202 METERS 02936     |
 KG0580| AI1238 ELDER RM 1                           20.485 METERS 08111     |
 KG0580| AI1240 ELDER AZ MK                                        1034323.7 |
 KG0580| KG0621 GLEN ELDER MUNICIPAL STANDPIPE      APPROX. 1.4 KM 1410337.9 |
 KG0580| AI1239 ELDER RM 2                           24.345 METERS 19627     |
 KG0580| KG0676 DOWNS MUNICIPAL STANDPIPE           APPROX.19.1 KM 2700928.8 |
 KG0580| KG0583 CAWKER CITY MUNICIPAL TANK          APPROX. 9.4 KM 2701837.5 |
 KG0580|---------------------------------------------------------------------|
 KG0580
 KG0580                          SUPERSEDED SURVEY CONTROL
 KG0580
 KG0580  NAD 83(1997)-  39 30 33.80570(N)    098 19 19.89602(W) AD(       ) 2
 KG0580  NAD 83(1986)-  39 30 33.80655(N)    098 19 19.89613(W) AD(       ) 2
 KG0580  NAD 27      -  39 30 33.76600(N)    098 19 18.69600(W) AD(       ) 2
 KG0580
 KG0580.Superseded values are not recommended for survey control.
 KG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0580.See file dsdata.txt to determine how the superseded data were derived.
 KG0580
 KG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ5827073526(NAD 83)
 KG0580_MARKER: DS = TRIANGULATION STATION DISK
 KG0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0580
 KG0580  HISTORY     - Date     Condition        Report By
 KG0580  HISTORY     - 1950     MONUMENTED       CGS
 KG0580  HISTORY     - 1961     GOOD             CGS
 KG0580  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KG0580
 KG0580                          STATION DESCRIPTION
 KG0580
 KG0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0580'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE CENTER
 KG0580'OF GLEN ELDER AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 24.
 KG0580'IT IS 39.0 FEET NORTH OF THE CENTER OF THE HIGHWAY, 12.0 FEET
 KG0580'SOUTH-SOUTHWEST OF A WITNESS POST AND 10.0 FEET SOUTH OF A
 KG0580'TELEPHONE POLE.  IT IS STAMPED ELDER 1950 AND SET FLUSH WITH
 KG0580'THE GROUND.
 KG0580'
 KG0580'REFERENCE MARK NO. 1 IS 48.0 FEET NORTH OF THE CENTER OF THE
 KG0580'HIGHWAY AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT
 KG0580'IS STAMPED ELDER NO 1 1950 AND PROJECTS 3 INCHES.
 KG0580'
 KG0580'REFERENCE MARK NO. 2 IS 41.0 FEET SOUTH OF THE CENTER OF THE
 KG0580'HIGHWAY AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 KG0580'STAMPED ELDER NO 2 1950 AND PROJECTS 3 INCHES.
 KG0580'
 KG0580'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 124.3 FEET.
 KG0580'
 KG0580'THE AZIMUTH MARK IS 240.0 FEET WEST OF A DRIVEWAY, 44.0 FEET NORTH
 KG0580'OF THE CENTER OF THE HIGHWAY, 2.0 FEET WEST OF A WITNESS
 KG0580'POST AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 KG0580'STAMPED ELDER 1950 AND PROJECTS 5 INCHES.
 KG0580'
 KG0580'TO REACH THE STATION FROM THE T INTERSECTION JUST NORTH OF GLEN
 KG0580'ELDER AND JUST WEST OF A LARGE CONCRETE BRIDGE ON U.S. HIGHWAY 24,
 KG0580'GO WEST NORTHWEST AND WEST ON THE HIGHWAY FOR 0.5 MILE TO THE
 KG0580'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON THE
 KG0580'HIGHWAY FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 KG0580'HIGHWAY 128, CONTINUE WEST ON U.S. HIGHWAY 24 FOR 0.15 MILE TO
 KG0580'THE STATION ON THE RIGHT AS DESCRIBED.
 KG0580'
 KG0580'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KG0580
 KG0580                          STATION RECOVERY (1961)
 KG0580
 KG0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KG0580'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KG0580'IN GOOD CONDITION.  THE STATION IS 9 FEET SOUTH OF A NEW
 KG0580'TELEPHONE POLE AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.
 KG0580'THE MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 KG0580
 KG0580                          STATION RECOVERY (1966)
 KG0580
 KG0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KG0580'DUE TO CONSTRUCTION FOR NEW U.S. HIGHWAY 24 THE STATION MARK,
 KG0580'REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 HAD TO BE MOVED
 KG0580'OUT OF THE WAY OF CONSTRUCTION.  THE AZIMUTH MARK WAS NOT IN THE
 KG0580'WAY OF CONSTRUCTION.
 KG0580'
 KG0580'THE STATION MARK AND REFERENCE MARKS WERE DESTROYED AND ELDER 2
 KG0580'WAS ESTABLISHED NORTH-NORTHEAST OF THE OLD STATION.  THE AZIMUTH
 KG0580'MARK WAS USED AT ELDER 2.
 KG0580'
 KG0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE
 KG0580'NORTHWEST OF GLEN ELDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0581 ***********************************************************************
 KG0581  DESIGNATION -  ELDER 2
 KG0581  PID         -  KG0581
 KG0581  STATE/COUNTY-  KS/MITCHELL
 KG0581  USGS QUAD   -  GLEN ELDER NORTH (1980)
 KG0581
 KG0581                         *CURRENT SURVEY CONTROL
 KG0581  ___________________________________________________________________
 KG0581* NAD 83(1997)-  39 30 34.93304(N)    098 19 19.06395(W)     ADJUSTED  
 KG0581* NAVD 88     -       461.     (meters)    1512.     (feet)  SCALED    
 KG0581  ___________________________________________________________________
 KG0581  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 KG0581  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 KG0581
 KG0581  HORZ ORDER  -  THIRD
 KG0581
 KG0581.The horizontal coordinates were established by classical geodetic methods
 KG0581.and adjusted by the National Geodetic Survey in October 1998..
 KG0581.No horizontal observational check was made to the station.
 KG0581
 KG0581.The orthometric height was scaled from a topographic map.
 KG0581
 KG0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0581
 KG0581.The geoid height was determined by GEOID03.
 KG0581
 KG0581;                    North         East     Units Scale Factor Converg.
 KG0581;SPC KS N     -   130,641.566   372,311.752   MT  0.99996704   -0 12 13.4
 KG0581;UTM  14      - 4,373,560.855   558,289.176   MT  0.99964183   +0 25 53.0
 KG0581
 KG0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0581!SPC KS N     -   0.99993180  x   0.99996704  =   0.99989884
 KG0581!UTM  14      -   0.99993180  x   0.99964183  =   0.99957366
 KG0581
 KG0581:                Primary Azimuth Mark                     Grid Az
 KG0581:SPC KS N     -  ELDER AZ MK                              107 01 41.3
 KG0581:UTM  14      -  ELDER AZ MK                              106 23 34.9
 KG0581
 KG0581|---------------------------------------------------------------------|
 KG0581| PID    Reference Object                     Distance      Geod. Az  |
 KG0581|                                                           dddmmss.s |
 KG0581| AI1240 ELDER AZ MK                                        1064927.9 |
 KG0581| AI1236 ELDER 2 RM 3                         15.651 METERS 11726     |
 KG0581| KG0621 GLEN ELDER MUNICIPAL STANDPIPE      APPROX. 1.4 KM 1423354.5 |
 KG0581| KG0580 ELDER                                40.202 METERS 20936     |
 KG0581| KG0583 CAWKER CITY MUNICIPAL TANK          APPROX. 9.4 KM 2700547.8 |
 KG0581| AI1237 ELDER 2 RM 4                         15.647 METERS 29522     |
 KG0581|---------------------------------------------------------------------|
 KG0581
 KG0581                          SUPERSEDED SURVEY CONTROL
 KG0581
 KG0581  NAD 83(1997)-  39 30 34.93909(N)    098 19 19.06467(W) AD(       ) 3
 KG0581  NAD 83(1986)-  39 30 34.93992(N)    098 19 19.06479(W) AD(       ) 3
 KG0581  NAD 27      -  39 30 34.89900(N)    098 19 17.86500(W) AD(       ) 3
 KG0581
 KG0581.Superseded values are not recommended for survey control.
 KG0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0581.See file dsdata.txt to determine how the superseded data were derived.
 KG0581
 KG0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ5828973561(NAD 83)
 KG0581_MARKER: DS = TRIANGULATION STATION DISK
 KG0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0581_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0581_STAMPING: ELDER 2 1966
 KG0581_MARK LOGO: CGS   
 KG0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0581+STABILITY: SURFACE MOTION
 KG0581
 KG0581  HISTORY     - Date     Condition        Report By
 KG0581  HISTORY     - 1966     MONUMENTED       CGS
 KG0581  HISTORY     - 1969     GOOD             CGS
 KG0581  HISTORY     - 1981     GOOD             LOCENG
 KG0581  HISTORY     - 19820317 GOOD             NGS
 KG0581
 KG0581                          STATION DESCRIPTION
 KG0581
 KG0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KG0581'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF GLEN ELDER AND
 KG0581'ON THE NORTHEAST EDGE OF THE RIGHT-OF-WAY OF NEW U.S. HIGHWAY 24.
 KG0581'
 KG0581'TO REACH THE STATION FROM THE MAIN INTERSECTION NORTH OF GLEN
 KG0581'ELDER, GO WESTERLY ON OLD U.S. HIGHWAY 24 FOR 0.45 MILE TO
 KG0581'SEVERAL GRAIN BINS AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 KG0581'WESTERLY ON OLD U.S. HIGHWAY 24 FOR 0.45 MILE TO THE STATION
 KG0581'ON THE RIGHT.
 KG0581'
 KG0581'STATION MARKS ARE STANDARD DISK STAMPED ELDER 2 1966.  THE
 KG0581'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KG0581'PROJECTS 3 INCHES.  IT IS 109 FEET NORTHEAST OF THE CENTER OF NEW
 KG0581'U.S. HIGHWAY 24 AND 1.5 FEET WEST OF A METAL WITNESS POST.  THE
 KG0581'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 KG0581'INCHES BELOW THE SURFACE OF THE GROUND.
 KG0581'
 KG0581'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ELDER 2 NO 3 1966,
 KG0581'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 KG0581'IT IS 110 FEET NORTHEAST OF THE CENTER OF NEW U.S. HIGHWAY 24.
 KG0581'
 KG0581'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ELDER 2 NO 4 1966,
 KG0581'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 KG0581'INCHES.  IT IS 109 FEET NORTHEAST OF THE CENTER OF NEW U.S.
 KG0581'HIGHWAY 24.
 KG0581'
 KG0581'AZIMUTH MARK, A STANDARD DISK STAMPED ELDER 1950, IS SET IN THE
 KG0581'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 240
 KG0581'FEET WEST OF THE CENTER OF A DRIVEWAY, 44 FEET NORTH OF OLD U.S.
 KG0581'HIGHWAY 24, 3 FEET WEST OF A METAL WITNESS POST, 1 FOOT SOUTH
 KG0581'OF A FENCE, AND MIDWAY BETWEEN THE THIRD AND FOURTH GRAIN BINS
 KG0581'FROM THE WEST END OF THE SOUTH ROW.
 KG0581
 KG0581                          STATION RECOVERY (1969)
 KG0581
 KG0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0581'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 KG0581'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 KG0581'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 KG0581'ADEQUATE FOR RECOVERY.
 KG0581'
 KG0581'STATION MARK IS 5.5 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST.
 KG0581'
 KG0581'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE NORTH SIDE
 KG0581'OF GLEN ELDER, GO WEST ON U.S. HIGHWAY 24 FOR 0.95 MILE TO THE TOP
 KG0581'OF HILL AND THE STATION ON THE RIGHT.
 KG0581'
 KG0581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 KG0581'NORTHWEST OF GLEN ELDER.
 KG0581
 KG0581                          STATION RECOVERY (1981)
 KG0581
 KG0581'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (ELT)
 KG0581'ELDER 1950 (AZ MRK) RECOVERED EXCELLENT.
 KG0581'
 KG0581'ELDER 2 1966 (STA MRK) RECOVERED EXCELLENT.
 KG0581'
 KG0581'REF MRK NO. 3 TOP OF CONC. POST CONTAINING STD. DISC BROKEN OFF AND
 KG0581'LYING BESIDE REMAINING POST.
 KG0581'
 KG0581'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MI N.W. GLEN ELDER.
 KG0581
 KG0581                          STATION RECOVERY (1982)
 KG0581
 KG0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KG0581'THE SURFACE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE
 KG0581'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND DESTROYED.
 KG0581'REFERENCE MARK 5 WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 4
 KG0581'WAS 0.025 METER (0.082 FT) SHORTER THAN 1966 DATA AND THE DIRECTION
 KG0581'WAS 9 MINUTES AND 23 SECONDS LARGER.  A NEW DESCRIPTION FOLLOWS.  THE
 KG0581'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF GLEN ELDER AND
 KG0581'ON THE NORTHEAST RIGHT-OF-WAY OF U.S HIGHWAY 24.  TO REACH THE STATION
 KG0581'FROM THE GLEN ELDER POST OFFICE, GO EAST ON MAIN STREET FOR 0.16 KM
 KG0581'(0.10 MI) TO HOBART AVENUE.  TURN LEFT AND GO NORTH FOR 0.8 KM (0.50
 KG0581'MI) TO U.S HIGHWAY 24.  TURN LEFT AND GO WESTERLY ON U.S HIGHWAY 24
 KG0581'FOR 1.13 KM (0.70 MI) TO THE STATION ON THE RIGHT, ON TOP OF A CUTBANK
 KG0581'AND ABOUT 6 M (19.7 FT) HIGHER THAN THE HIGHWAY AND OPPOSITE A
 KG0581'RECREATION AREA BUILDING FOR A LAKE.  THE STATION IS A STANDARD NGS
 KG0581'DISK STAMPED--ELDER 2 1966--, SET INTO THE TOP OF A ROUND CONCRETE
 KG0581'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 3 INCHES (8 CM)
 KG0581'ABOVE THE GROUND.  THE STATION IS LOCATED 33.2 METERS (108.9 FT)
 KG0581'NORTHEAST FROM THE CENTERLINE OF U.S HIGHWAY 24, 1.67 METERS (5.48 FT)
 KG0581'NORTHWEST FROM A RIGHT-OF-WAY MARKER, 0.46 METERS (1.51 FT) NORTHWEST
 KG0581'FROM A WITNESS POST. REFERENCE MARK NO 4 IS A STANDARD CGS DISK
 KG0581'STAMPED--ELDER 2 NO 4 1966-, SET INTO THE TOP OF A SQUARE CONCRETE
 KG0581'MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 3 INCHES (8 CM) ABOVE
 KG0581'THE GROUND. THE STATION IS LOCATED 33.2 METERS (108.9 FT) NORTHEAST
 KG0581'FROM THE CENTERLINE OF THE HIGHWAY, 16.09 METERS (52.79 FT) NORTHWEST
 KG0581'FROM THE WITNESS POST, 34.29 METERS (112.50 FT) SOUTHEAST FROM A
 KG0581'RIGHT-OF-WAY MARKER, AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 KG0581'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--ELDER 2 1966 NO 5
 KG0581'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 KG0581'CM) IN DIAMETER, FLUSH WITH HE GROUND.  THE STATION IS LOCATED 32.3
 KG0581'METERS (106.0 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY, 12.90
 KG0581'METERS (42.32 FT) SOUTHEAST FROM THE RIGHT-OF-WAY MARKER NEAR THE
 KG0581'STATION, AND 0.5 METERS (1.6 FT) LOWER THAN THE STATION.  AZIMUTHH
 KG0581'MARK NO 1 IS A STANDARD CGS DISK STAMPED--ELDER 1950--, SET INTO THE
 KG0581'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30) CM ON SIDE, FLUSH
 KG0581'WITH THE GROUND.  THE STATION IS LOCATED 73.2 METERS (240.2 FT) WEST
 KG0581'FROM THE CENTERLINE OF A FIELD ENTRANCE, 13.7 METERS (44.9 FT) NORTH
 KG0581'FROM THE CENTERLINE OF A TRACK ROAD, WHICH WAS HIGHWAY 24, 0.91 METERS
 KG0581'(2.99 FT) WEST FROM A WITNESS POST, 0.30 METERS (0.98 FT) SOUTH FROM A
 KG0581'FENCE.  TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HOBART AVENUE
 KG0581'AND U.S HIGHWAY 24 AT GLEN ELDER, GO WEST ON U.S HIGHWAY 24 FOR 0.32
 KG0581'KM (0.20 MI) TO OLD HIGHWAY 24 ON THE RIGHT.  BEAR RIGHT AND CONTINUE
 KG0581'WEST ON THE OLD HIGHWAY, WHICH BECOMES A TRACK ROAD, FOR 0.40 KM (0.25
 KG0581'MI) TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0363 ***********************************************************************
 HF0363  DESIGNATION -  ELDORADO
 HF0363  PID         -  HF0363
 HF0363  STATE/COUNTY-  KS/BUTLER
 HF0363  USGS QUAD   -  EL DORADO (1979)
 HF0363
 HF0363                         *CURRENT SURVEY CONTROL
 HF0363  ___________________________________________________________________
 HF0363* NAD 83(1997)-  37 48 49.09935(N)    096 51 47.43048(W)     ADJUSTED  
 HF0363* NAVD 88     -       409.690  (meters)    1344.12   (feet)  ADJUSTED  
 HF0363  ___________________________________________________________________
 HF0363  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 HF0363  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HF0363  DYNAMIC HT  -         409.377 (meters)    1343.10  (feet)  COMP
 HF0363  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 HF0363
 HF0363  HORZ ORDER  -  FIRST
 HF0363  VERT ORDER  -  SECOND    CLASS 0
 HF0363
 HF0363.The horizontal coordinates were established by classical geodetic methods
 HF0363.and adjusted by the National Geodetic Survey in October 1998..
 HF0363
 HF0363.The orthometric height was determined by differential leveling
 HF0363.and adjusted by the National Geodetic Survey in June 1991..
 HF0363
 HF0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0363
 HF0363.The geoid height was determined by GEOID03.
 HF0363
 HF0363.The dynamic height is computed by dividing the NAVD 88
 HF0363.geopotential number by the normal gravity value computed on the
 HF0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0363.degrees latitude (g = 980.6199 gals.).
 HF0363
 HF0363.The modeled gravity was interpolated from observed gravity values.
 HF0363
 HF0363;                    North         East     Units Scale Factor Converg.
 HF0363;SPC KS S     -   528,561.252   544,113.010   MT  0.99993756   +1 00 21.1
 HF0363;UTM  14      - 4,187,289.120   688,092.214   MT  1.00003577   +1 18 37.7
 HF0363
 HF0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0363!SPC KS S     -   0.99994030  x   0.99993756  =   0.99987786
 HF0363!UTM  14      -   0.99994030  x   1.00003577  =   0.99997607
 HF0363
 HF0363:                Primary Azimuth Mark                     Grid Az
 HF0363:SPC KS S     -  AIKMAN ATSF RR STANDPIPE                 038 08 14.1
 HF0363:UTM  14      -  AIKMAN ATSF RR STANDPIPE                 037 49 57.5
 HF0363
 HF0363|---------------------------------------------------------------------|
 HF0363| PID    Reference Object                     Distance      Geod. Az  |
 HF0363|                                                           dddmmss.s |
 HF0363| HF1168 AIKMAN ATSF RR STANDPIPE            APPROX.25.1 KM 0390835.2 |
 HF0363| HF1191 ELDORADO ST JOHNS CHURCH CROSS      APPROX. 0.9 KM 0394906.1 |
 HF0363| HF1165 PHILLIPS PETROLEM CO TANK           APPROX.27.7 KM 0495806.2 |
 HF0363| HF1188 ELDORADO COURTHOUSE CLOCKTOWER      APPROX. 1.1 KM 0692804.1 |
 HF0363| HF0364 ELDORADO RM 1                        11.825 METERS 07627     |
 HF0363| HF0365 ELDORADO RM 2                        18.170 METERS 17431     |
 HF0363| CL5135 ELDORADO RM 3                        22.713 METERS 21639     |
 HF0363| HF1190 ELDORADO MUNICIPAL TANK              12.612 METERS 25121     |
 HF0363| JF1442 BURNS MUN WATER TANK                APPROX.31.2 KM 3560757.8 |
 HF0363| HF1185 ERWIN                               APPROX.12.0 KM 3565115.5 |
 HF0363|---------------------------------------------------------------------|
 HF0363
 HF0363                          SUPERSEDED SURVEY CONTROL
 HF0363
 HF0363  NAD 83(1997)-  37 48 49.10627(N)    096 51 47.41961(W) AD(       ) 1
 HF0363  NAD 83(1986)-  37 48 49.11118(N)    096 51 47.42284(W) AD(       ) 1
 HF0363  NAD 27      -  37 48 49.03809(N)    096 51 46.30788(W) AD(       ) 1
 HF0363  NGVD 29 (??/??/92)  409.551  (m)         1343.67   (f) ADJ UNCH    2 0
 HF0363
 HF0363.Superseded values are not recommended for survey control.
 HF0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0363.See file dsdata.txt to determine how the superseded data were derived.
 HF0363
 HF0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8809287289(NAD 83)
 HF0363_MARKER: DS = TRIANGULATION STATION DISK
 HF0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0363_SP_SET: CONCRETE POST
 HF0363_STAMPING: ELDORADO 1935
 HF0363_MARK LOGO: CGS   
 HF0363_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0363+STABILITY: SURFACE MOTION
 HF0363
 HF0363  HISTORY     - Date     Condition        Report By
 HF0363  HISTORY     - 1935     MONUMENTED       CGS
 HF0363  HISTORY     - 1935     GOOD             CGS
 HF0363  HISTORY     - 1940     GOOD             CGS
 HF0363  HISTORY     - 1975     GOOD             KSHC
 HF0363  HISTORY     - 1975     GOOD             NGS
 HF0363  HISTORY     - 1987     GOOD             NOS
 HF0363  HISTORY     - 1987     GOOD             NOSAMC
 HF0363  HISTORY     - 20060605 GOOD             INDIV
 HF0363
 HF0363                          STATION DESCRIPTION
 HF0363
 HF0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF0363'STATION IS IN THE TOWN OF ELDORADO, AT THE MUNICIPAL WATER
 HF0363'TANK, T. 26 S., R. 5 E., SOUTHEAST QUARTER OF SECTION 3.
 HF0363'
 HF0363'TO REACH FROM THE INTERSECTION OF CENTRAL AVENUE AND MAIN STREET,
 HF0363'GO 0.75 MILE WEST ON CENTRAL AVENUE, THENCE LEFT 0.25 MILE TO WATER
 HF0363'TANK AND STATION.  MARK IS 37 FEET SOUTH OF CENTER LINE OF
 HF0363'EAST-WEST CINDER ROAD, ON LINE WITH NORTH LEGS OF TANK,
 HF0363'24 FEET EAST OF NORTHEAST CORNER LEG TO TANK, AND 6.6 FEET
 HF0363'WEST OF BASE TO OLD FLAGPOLE, AND IS FLUSH WITH GROUND.
 HF0363'
 HF0363'REFERENCE MARK NO. 1 IS 28 FEET SOUTH OF CENTER LINE OF
 HF0363'CINDER ROAD, 15 FEET NORTH AND 15 FEET WEST FROM NORTHWEST
 HF0363'CORNER OF BUNGALOW, AND 15 FEET SOUTHWEST OF WATER METER
 HF0363'COVER AND PROJECTS 6 INCHES.
 HF0363'
 HF0363'REFERENCE MARK NO. 2 IS 85 FEET SOUTH OF CENTER LINE OF
 HF0363'CINDER ROAD, 42 FEET SOUTHEAST OF SOUTHEAST CORNER LEG OF
 HF0363'TANK, IN MIDDLE OF OLD FOUNDATION AND PROJECTS 6 INCHES.
 HF0363'
 HF0363'REFERENCE MARK NO. 3 IS 33 FEET SOUTH FROM MIDDLE POINT
 HF0363'OF LINE JOINING SOUTH LEGS OF TANK AND PROJECTS 6 INCHES.
 HF0363'
 HF0363'DISTANCE TO SOUTHEAST CORNER OF SQUARE FEED PIPE OF ELDORADO
 HF0363'MUNICIPAL WATER TANK, 41.35 FEET (12.603 METERS).
 HF0363'
 HF0363'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET AS DESCRIBED.
 HF0363'
 HF0363'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HF0363
 HF0363                          STATION RECOVERY (1935)
 HF0363
 HF0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 HF0363'AT ELDORADO.
 HF0363'AT ELDORADO, BUTLER COUNTY, NEAR THE INTERSECTION OF SUMMIT AND
 HF0363'LOCUST STREEETS, 144 FEET EAST OF THE CENTERLINE OF SUMMIT STREET,
 HF0363'30 FEET SOUTH OF THE CENTERLINE OF LOCUST STREET, AT THE CITY
 HF0363'WATER TOWER, AND 18 FEET EAST OF THE NORTHEAST LEG.  A STANDARD
 HF0363'TRIANGULATION-STATION DISK, STAMPED ELDORADO 1935 AND SET IN THE TOP
 HF0363'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 HF0363
 HF0363                          STATION RECOVERY (1940)
 HF0363
 HF0363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 HF0363'STATION IS IN THE TOWN OF ELDORADO, AT THE MUNICIPAL WATER
 HF0363'TANK, T. 26 S., R. 5 E., IN THE SOUTHEAST QUARTER OF SECTION
 HF0363'NO. 3.
 HF0363'
 HF0363'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE
 HF0363'AND MAIN STREET, GO 0.75 MILE WEST ON CENTRAL AVENUE, THENCE
 HF0363'LEFT 0.25 MILE TO WATER TANK AND THE STATION.
 HF0363'
 HF0363'STATION MARK IS 48 YARDS EAST OF THE CENTER LINE OF SUMMIT
 HF0363'STREET, 30 FEET SOUTH OF CENTER LINE OF LOCUST STREET, 18
 HF0363'FEET EAST OF THE NORTHEAST LEG OF THE CITY WATER TOWER,
 HF0363'6.6 FEET WEST OF THE BASE TO OLD FLAGPOLE.  STANDARD DISK
 HF0363'IN TOP OF CIRCULAR CONCRETE POST 12 INCHES IN DIAMETER
 HF0363'PROJECTING 0.5 FOOT, STAMPED ELDORADO 1935.
 HF0363'
 HF0363'STATION UNDERGROUND MARK IS STANDARD DISK STAMPED ELDORADO
 HF0363'1935.
 HF0363'
 HF0363'REFERENCE MARK NO. 1 IS 177 FEET EAST OF CENTER LINE OF
 HF0363'SUMMIT STREET, 51 FEET EAST OF THE NORTHEAST LEG OF THE
 HF0363'CITY WATER TOWER, 24 FEET SOUTH OF THE CENTER LINE OF LOCUST
 HF0363'STREET, 19 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE
 HF0363'BUNGALOW. STANDARD DISK IN TOP OF CIRCULAR CONCRETE POST PROJECTING
 HF0363'0.5 FOOT, STAMPED ELDORADO NO 1 1935.
 HF0363'
 HF0363'REFERENCE MARK NO. 2 IS 50 YARDS EAST OF THE CENTER LINE
 HF0363'OF SUMMIT STREET, 29 YARDS SOUTH OF THE CENTER LINE OF LOCUST
 HF0363'STREET, 42 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF LEG
 HF0363'OF CITY WATER TANK.  STANDARD DISK IN MIDDLE OF OLD CONCRETE
 HF0363'FOUNDATION PROJECTING 0.5 FOOT, STAMPED ELDORADO NO 2 1935.
 HF0363'
 HF0363'REFERENCE MARK NO. 3 IS LOST.  HOLES TO A DEPTH OF THREE
 HF0363'FEET WERE DUG IN AN EFFORT TO LOCATE IT, BUT NOTHING WAS
 HF0363'FOUND.  A RESIDENT STATED THAT AN EARTH FILL HAD BEEN MADE
 HF0363'IN THE AREA.
 HF0363'
 HF0363'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HF0363
 HF0363                          STATION RECOVERY (1975)
 HF0363
 HF0363'RECOVERY NOTE BY KS HIGHWAY COMM 1975 (LJG)
 HF0363'ELDORADO RECOVERED IN GOOD CONDITION.
 HF0363'
 HF0363'WE MISSED THE NEW WATER TOWER BY 10 MINUTES - .
 HF0363'
 HF0363'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ELDORADO, KANS.
 HF0363
 HF0363                          STATION RECOVERY (1975)
 HF0363
 HF0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (MSB)
 HF0363'STATION, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED AND IN GOOD
 HF0363'CONDITION.
 HF0363
 HF0363                          STATION RECOVERY (1987)
 HF0363
 HF0363'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF0363'THE STATION WAS RECOVERED AT THIS DATE.
 HF0363'RECOVERD AS DESCRIBED.  RM NO 1 AND NO 2 WERE ALSO RECOVERD IN GOOD
 HF0363'CONDITION.  THE STATION CAN NOT BE USED AS A GROUND VISIBLE STATION
 HF0363'DUE TO TREES AND BUILDINGS SURROUNDING THE STATION.
 HF0363'
 HF0363'RECOVERD BY R DECROIX.
 HF0363
 HF0363                          STATION RECOVERY (1987)
 HF0363
 HF0363'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 HF0363'RECOVERED IN GOOD CONDITION.
 HF0363
 HF0363                          STATION RECOVERY (2006)
 HF0363
 HF0363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HF0363'EL DORADO, 144 FT. E OF CENTERLINE OF SUMMIT STREET, 30 FT. S OF
 HF0363'CENTERLINE OF LOCUST STREET, NEAR NE CORNER OF PARK, IN CONCRETE POST
 HF0363'PROJECTING 4 INCHES ABOVE GROUND, STANDARD TABLET STAMPED ELDORADO
 HF0363'1935
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0362 ***********************************************************************
 HF0362  DESIGNATION -  ELDORADO
 HF0362  PID         -  HF0362
 HF0362  STATE/COUNTY-  KS/BUTLER
 HF0362  USGS QUAD   -  EL DORADO (1979)
 HF0362
 HF0362                         *CURRENT SURVEY CONTROL
 HF0362  ___________________________________________________________________
 HF0362* NAD 83(1986)-  37 49 01.     (N)    096 51 07.     (W)     SCALED    
 HF0362* NAVD 88     -       396.736  (meters)    1301.62   (feet)  ADJUSTED  
 HF0362  ___________________________________________________________________
 HF0362  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HF0362  DYNAMIC HT  -         396.433 (meters)    1300.63  (feet)  COMP
 HF0362  MODELED GRAV-     979,854.7   (mgal)                       NAVD 88
 HF0362
 HF0362  VERT ORDER  -  SECOND    CLASS 0
 HF0362
 HF0362.The horizontal coordinates were scaled from a topographic map and have
 HF0362.an estimated accuracy of +/- 6 seconds.
 HF0362
 HF0362.The orthometric height was determined by differential leveling
 HF0362.and adjusted by the National Geodetic Survey in June 1991..
 HF0362
 HF0362.The geoid height was determined by GEOID03.
 HF0362
 HF0362.The dynamic height is computed by dividing the NAVD 88
 HF0362.geopotential number by the normal gravity value computed on the
 HF0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0362.degrees latitude (g = 980.6199 gals.).
 HF0362
 HF0362.The modeled gravity was interpolated from observed gravity values.
 HF0362
 HF0362;                    North         East    Units  Estimated Accuracy
 HF0362;SPC KS S     -   528,950.      545,100.      MT  (+/- 180 meters Scaled)
 HF0362
 HF0362                          SUPERSEDED SURVEY CONTROL
 HF0362
 HF0362  NGVD 29 (??/??/92)  396.597  (m)         1301.17   (f) ADJ UNCH    2 0
 HF0362
 HF0362.Superseded values are not recommended for survey control.
 HF0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0362.See file dsdata.txt to determine how the superseded data were derived.
 HF0362
 HF0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG890876(NAD 83)
 HF0362_MARKER: DB = BENCH MARK DISK
 HF0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0362_STAMPING: ELDORADO 1934
 HF0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0362+STABILITY: SURFACE MOTION
 HF0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF0362+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 HF0362
 HF0362  HISTORY     - Date     Condition        Report By
 HF0362  HISTORY     - 1934     MONUMENTED       CGS
 HF0362  HISTORY     - 1940     GOOD             NGS
 HF0362  HISTORY     - 1977     GOOD             LOCENG
 HF0362  HISTORY     - 20060825 GOOD             INDIV
 HF0362
 HF0362                          STATION DESCRIPTION
 HF0362
 HF0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0362'AT ELDORADO, BUTLER COUNTY, AT THE COUNTY COURTHOUSE, IN THE LAWN,
 HF0362'23.3 FEET WEST OF THE CENTER OF THE NORTH ENTRANCE, 9.6 FEET
 HF0362'NORTH OF THE NORTH WALL, AND 1.3 FEET WEST OF THE FACE OF THE
 HF0362'STONE PILLAR UNDER THE NORTHWEST CORNER OF THE PORCH.  A STANDARD
 HF0362'DISK, STAMPED ELDORADO 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0362
 HF0362                          STATION RECOVERY (1940)
 HF0362
 HF0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 HF0362'AT ELDORADO.
 HF0362'AT ELDORADO, BUTLER COUNTY, AT THE COUNTY COURTHOUSE, IN THE LAWN,
 HF0362'23.3 FEET WEST OF THE CENTER OF THE NORTH ENTRANCE, 9.6 FEET
 HF0362'NORTH OF THE NORTH WALL, AND 1.3 FEET WEST OF THE FACE OF THE
 HF0362'STONE PILLAR UNDER THE NORTHWEST CORNER OF THE PORCH.  A STANDARD
 HF0362'DISK, STAMPED ELDORADO 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0362
 HF0362                          STATION RECOVERY (1977)
 HF0362
 HF0362'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (EBH)
 HF0362'ELDORADO RECOVERED IN GOOD CONDITION.
 HF0362'
 HF0362'1934 RECOVERED IN GOOD CONDITION.
 HF0362'
 HF0362'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT COURT HOUSE.
 HF0362
 HF0362                          STATION RECOVERY (2006)
 HF0362
 HF0362'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1188 ***********************************************************************
 HF1188  DESIGNATION -  ELDORADO COURTHOUSE CLOCKTOWER
 HF1188  PID         -  HF1188
 HF1188  STATE/COUNTY-  KS/BUTLER
 HF1188  USGS QUAD   -  EL DORADO (1979)
 HF1188
 HF1188                         *CURRENT SURVEY CONTROL
 HF1188  ___________________________________________________________________
 HF1188* NAD 83(1997)-  37 49 01.13560(N)    096 51 06.91280(W)     ADJUSTED  
 HF1188* NAVD 88     -                                                        
 HF1188  ___________________________________________________________________
 HF1188  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 HF1188  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HF1188
 HF1188  HORZ ORDER  -  THIRD
 HF1188
 HF1188.The horizontal coordinates were established by classical geodetic methods
 HF1188.and adjusted by the National Geodetic Survey in October 1998..
 HF1188
 HF1188
 HF1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1188
 HF1188.The geoid height was determined by GEOID03.
 HF1188
 HF1188;                    North         East     Units Scale Factor Converg.
 HF1188;SPC KS S     -   528,949.721   545,097.278   MT  0.99993745   +1 00 46.0
 HF1188;UTM  14      - 4,187,682.856   689,074.501   MT  1.00004033   +1 19 02.9
 HF1188
 HF1188                          SUPERSEDED SURVEY CONTROL
 HF1188
 HF1188  NAD 83(1997)-  37 49 01.14276(N)    096 51 06.90207(W) AD(       ) 4
 HF1188  NAD 83(1986)-  37 49 01.14762(N)    096 51 06.90609(W) AD(       ) 4
 HF1188  NAD 27      -  37 49 01.07395(N)    096 51 05.79721(W) AD(       ) 3
 HF1188
 HF1188.Superseded values are not recommended for survey control.
 HF1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1188.See file dsdata.txt to determine how the superseded data were derived.
 HF1188
 HF1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8907587683(NAD 83)
 HF1188
 HF1188  HISTORY     - Date     Condition        Report By
 HF1188  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1188
 HF1188                          STATION DESCRIPTION
 HF1188
 HF1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1188'POINT SIGHTED UPON WAS FINIAL ATOP PYRAMIDAL TOPPED CLOCK TOWER
 HF1188'WITH SQUARE BASE, APPROXIMATELY 75 FEET HIGH AT NORTH EDGE
 HF1188'OF COURTHOUSE BUILDING, LOCATED IN CENTRAL PORTION OF ELDORADO.
 HF1188'BUILT 1908.
 HF1188'
 HF1188'STATION OBSERVED UPON FROM ELDORADO, BOYER, ERWIN LAPLACE AZIMUTH,
 HF1188'PONTIAC AND ERWIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1189 ***********************************************************************
 HF1189  DESIGNATION -  ELDORADO HALLIBURTON RAD MAST
 HF1189  PID         -  HF1189
 HF1189  STATE/COUNTY-  KS/BUTLER
 HF1189  USGS QUAD   -  EL DORADO (1979)
 HF1189
 HF1189                         *CURRENT SURVEY CONTROL
 HF1189  ___________________________________________________________________
 HF1189* NAD 83(1997)-  37 49 56.30207(N)    096 50 46.54699(W)     ADJUSTED  
 HF1189* NAVD 88     -                                                        
 HF1189  ___________________________________________________________________
 HF1189  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 HF1189  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HF1189
 HF1189  HORZ ORDER  -  THIRD
 HF1189
 HF1189.The horizontal coordinates were established by classical geodetic methods
 HF1189.and adjusted by the National Geodetic Survey in October 1998..
 HF1189
 HF1189
 HF1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1189
 HF1189.The geoid height was determined by GEOID03.
 HF1189
 HF1189;                    North         East     Units Scale Factor Converg.
 HF1189;SPC KS S     -   530,659.027   545,565.119   MT  0.99993702   +1 00 58.6
 HF1189;UTM  14      - 4,189,394.806   689,533.288   MT  1.00004247   +1 19 17.0
 HF1189
 HF1189                          SUPERSEDED SURVEY CONTROL
 HF1189
 HF1189  NAD 83(1997)-  37 49 56.30937(N)    096 50 46.53638(W) AD(       ) 4
 HF1189  NAD 83(1986)-  37 49 56.31316(N)    096 50 46.54044(W) AD(       ) 4
 HF1189  NAD 27      -  37 49 56.24470(N)    096 50 45.43071(W) AD(       ) 3
 HF1189
 HF1189.Superseded values are not recommended for survey control.
 HF1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1189.See file dsdata.txt to determine how the superseded data were derived.
 HF1189
 HF1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8953389395(NAD 83)
 HF1189_MARKER: 42 = RADIO/TV MAST
 HF1189
 HF1189  HISTORY     - Date     Condition        Report By
 HF1189  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1189
 HF1189                          STATION DESCRIPTION
 HF1189
 HF1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1189'THE STATION IS THE RED LIGHT ATOP A SLENDER, GUYED MAST, PAINTED
 HF1189'RED AND WHITE AND 290 FEET IN HEIGHT.
 HF1189'
 HF1189'IT IS LOCATED IN THE NORTHEAST PART OF ELDORADO, 0.2 MILE
 HF1189'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1190 ***********************************************************************
 HF1190  DESIGNATION -  ELDORADO MUNICIPAL TANK
 HF1190  PID         -  HF1190
 HF1190  STATE/COUNTY-  KS/BUTLER
 HF1190  USGS QUAD   -  EL DORADO (1979)
 HF1190
 HF1190                         *CURRENT SURVEY CONTROL
 HF1190  ___________________________________________________________________
 HF1190* NAD 83(1997)-  37 48 48.96856(N)    096 51 47.91904(W)     ADJUSTED  
 HF1190* NAVD 88     -                                                        
 HF1190  ___________________________________________________________________
 HF1190  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 HF1190  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HF1190
 HF1190  HORZ ORDER  -  THIRD
 HF1190
 HF1190.The horizontal coordinates were established by classical geodetic methods
 HF1190.and adjusted by the National Geodetic Survey in October 1998..
 HF1190
 HF1190
 HF1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1190
 HF1190.The geoid height was determined by GEOID03.
 HF1190
 HF1190;                    North         East     Units Scale Factor Converg.
 HF1190;SPC KS S     -   528,557.010   544,101.133   MT  0.99993756   +1 00 20.8
 HF1190;UTM  14      - 4,187,284.815   688,080.359   MT  1.00003571   +1 18 37.4
 HF1190
 HF1190                          SUPERSEDED SURVEY CONTROL
 HF1190
 HF1190  NAD 83(1997)-  37 48 48.97549(N)    096 51 47.90815(W) AD(       ) 4
 HF1190  NAD 83(1986)-  37 48 48.98260(N)    096 51 47.91225(W) AD(       ) 4
 HF1190  NAD 27      -  37 48 48.90732(N)    096 51 46.79605(W) AD(       ) 3
 HF1190
 HF1190.Superseded values are not recommended for survey control.
 HF1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1190.See file dsdata.txt to determine how the superseded data were derived.
 HF1190
 HF1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8808087285(NAD 83)
 HF1190_MARKER: 53 = ELEVATED TANK
 HF1190
 HF1190  HISTORY     - Date     Condition        Report By
 HF1190  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1190  HISTORY     - 1962     GOOD             CGS
 HF1190
 HF1190                          STATION DESCRIPTION
 HF1190
 HF1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1190'POINT SIGHTED UPON FINIAL ATOP ELDORADO MUNICIPAL WATER
 HF1190'TANK, LOCATED IN THE SOUTHWEST PORTION OF ELDORADO, APPROXIMATELY
 HF1190'90 FEET HIGH.
 HF1190'
 HF1190'STATION OBSERVED UPON FROM ELDORADO, BOYER, ERWIN LAPLACE
 HF1190'AZIMUTH, PONTIAC, SEIBERT, LEON, ERWIN, AND MANKA.
 HF1190
 HF1190                          STATION RECOVERY (1962)
 HF1190
 HF1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1190'THE STATION IS THE FINIAL OF A FOUR-LEGGED WATER TANK, PAINTED
 HF1190'SILVER AND ABOUT 100 FEET IN HEIGHT.
 HF1190'
 HF1190'IT IS LOCATED IN THE SOUTHWEST PART OF ELDORADO, ABOUT 100
 HF1190'FEET EAST OF THE INTERSECTION OF SUMMIT AND LOCUST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1192 ***********************************************************************
 HF1192  DESIGNATION -  ELDORADO NEW MUNICIPAL TANK
 HF1192  PID         -  HF1192
 HF1192  STATE/COUNTY-  KS/BUTLER
 HF1192  USGS QUAD   -  EL DORADO (1979)
 HF1192
 HF1192                         *CURRENT SURVEY CONTROL
 HF1192  ___________________________________________________________________
 HF1192* NAD 83(1997)-  37 49 27.59941(N)    096 51 23.07558(W)     ADJUSTED  
 HF1192* NAVD 88     -                                                        
 HF1192  ___________________________________________________________________
 HF1192  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 HF1192  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HF1192
 HF1192  HORZ ORDER  -  THIRD
 HF1192
 HF1192.The horizontal coordinates were established by classical geodetic methods
 HF1192.and adjusted by the National Geodetic Survey in October 1998..
 HF1192
 HF1192
 HF1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1192
 HF1192.The geoid height was determined by GEOID03.
 HF1192
 HF1192;                    North         East     Units Scale Factor Converg.
 HF1192;SPC KS S     -   529,758.482   544,687.667   MT  0.99993724   +1 00 36.1
 HF1192;UTM  14      - 4,188,489.509   688,660.552   MT  1.00003841   +1 18 53.7
 HF1192
 HF1192                          SUPERSEDED SURVEY CONTROL
 HF1192
 HF1192  NAD 83(1997)-  37 49 27.60645(N)    096 51 23.06474(W) AD(       ) 4
 HF1192  NAD 83(1986)-  37 49 27.59714(N)    096 51 23.07420(W) AD(       ) 4
 HF1192  NAD 27      -  37 49 27.53982(N)    096 51 21.96273(W) AD(       ) 3
 HF1192
 HF1192.Superseded values are not recommended for survey control.
 HF1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1192.See file dsdata.txt to determine how the superseded data were derived.
 HF1192
 HF1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8866188490(NAD 83)
 HF1192_MARKER: 53 = ELEVATED TANK
 HF1192
 HF1192  HISTORY     - Date     Condition        Report By
 HF1192  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1192  HISTORY     - 1987     GOOD             NOS
 HF1192
 HF1192                          STATION DESCRIPTION
 HF1192
 HF1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1192'THE STATION IS THE BALL ATOP A LARGE, BOWL-SHAPED, SIX-LEGGED
 HF1192'WATER TANK, PAINTED SILVER AND ABOUT 125 FEET IN HEIGHT.
 HF1192'
 HF1192'IT IS LOCATED IN THE NORTH CENTRAL PART OF ELDORADO, IN THE
 HF1192'SOUTHEAST CORNER OF THE INTERSECTION OF SIXTH AND DENVER STREET.
 HF1192
 HF1192                          STATION RECOVERY (1987)
 HF1192
 HF1192'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF1192'THE STATION WAS RECOVERED AT THIS DATE.
 HF1192'RECOVERD AS DESCRIBED.
 HF1192'
 HF1192'RECOVERD BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1194 ***********************************************************************
 HF1194  DESIGNATION -  ELDORADO RJ GRAHAM RAD MAST
 HF1194  PID         -  HF1194
 HF1194  STATE/COUNTY-  KS/BUTLER
 HF1194  USGS QUAD   -  EL DORADO SW (1979)
 HF1194
 HF1194                         *CURRENT SURVEY CONTROL
 HF1194  ___________________________________________________________________
 HF1194* NAD 83(1997)-  37 49 20.96110(N)    096 52 31.58516(W)     ADJUSTED  
 HF1194* NAVD 88     -                                                        
 HF1194  ___________________________________________________________________
 HF1194  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 HF1194  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF1194
 HF1194  HORZ ORDER  -  THIRD
 HF1194
 HF1194.The horizontal coordinates were established by classical geodetic methods
 HF1194.and adjusted by the National Geodetic Survey in October 1998..
 HF1194
 HF1194
 HF1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1194
 HF1194.The geoid height was determined by GEOID03.
 HF1194
 HF1194;                    North         East     Units Scale Factor Converg.
 HF1194;SPC KS S     -   529,524.496   543,016.125   MT  0.99993729   +0 59 54.0
 HF1194;UTM  14      - 4,188,246.609   686,990.116   MT  1.00003068   +1 18 11.5
 HF1194
 HF1194                          SUPERSEDED SURVEY CONTROL
 HF1194
 HF1194  NAD 83(1997)-  37 49 20.96799(N)    096 52 31.57441(W) AD(       ) 4
 HF1194  NAD 83(1986)-  37 49 20.97255(N)    096 52 31.57855(W) AD(       ) 4
 HF1194  NAD 27      -  37 49 20.89751(N)    096 52 30.46736(W) AD(       ) 3
 HF1194
 HF1194.Superseded values are not recommended for survey control.
 HF1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1194.See file dsdata.txt to determine how the superseded data were derived.
 HF1194
 HF1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8699088247(NAD 83)
 HF1194_MARKER: 42 = RADIO/TV MAST
 HF1194
 HF1194  HISTORY     - Date     Condition        Report By
 HF1194  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1194
 HF1194                          STATION DESCRIPTION
 HF1194
 HF1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1194'THE STATION IS THE RED LIGHT ATOP A SLENDER, GUYED MAST, PAINTED
 HF1194'RED AND WHITE AND 300 FEET IN HEIGHT.
 HF1194'
 HF1194'IT IS LOCATED IN THE NORTHWEST PART OF ELDORADO, 0.05 MILE
 HF1194'EAST OF THE INTERSECTION OF OIL HILL RD. AND FOURTH ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0364 ***********************************************************************
 HF0364  DESIGNATION -  ELDORADO RM 1
 HF0364  PID         -  HF0364
 HF0364  STATE/COUNTY-  KS/BUTLER
 HF0364  USGS QUAD   -  EL DORADO (1979)
 HF0364
 HF0364                         *CURRENT SURVEY CONTROL
 HF0364  ___________________________________________________________________
 HF0364* NAD 83(1986)-  37 48 49.     (N)    096 51 47.     (W)     SCALED    
 HF0364* NAVD 88     -       409.600  (meters)    1343.83   (feet)  ADJUSTED  
 HF0364  ___________________________________________________________________
 HF0364  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HF0364  DYNAMIC HT  -         409.287 (meters)    1342.80  (feet)  COMP
 HF0364  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 HF0364
 HF0364  VERT ORDER  -  SECOND    CLASS 0
 HF0364
 HF0364.The horizontal coordinates were scaled from a topographic map and have
 HF0364.an estimated accuracy of +/- 6 seconds.
 HF0364
 HF0364.The orthometric height was determined by differential leveling
 HF0364.and adjusted by the National Geodetic Survey in June 1991..
 HF0364
 HF0364.The geoid height was determined by GEOID03.
 HF0364
 HF0364.The dynamic height is computed by dividing the NAVD 88
 HF0364.geopotential number by the normal gravity value computed on the
 HF0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0364.degrees latitude (g = 980.6199 gals.).
 HF0364
 HF0364.The modeled gravity was interpolated from observed gravity values.
 HF0364
 HF0364;                    North         East    Units  Estimated Accuracy
 HF0364;SPC KS S     -   528,560.      544,120.      MT  (+/- 180 meters Scaled)
 HF0364
 HF0364                          SUPERSEDED SURVEY CONTROL
 HF0364
 HF0364  NGVD 29 (??/??/92)  409.461  (m)         1343.37   (f) ADJ UNCH    2 0
 HF0364
 HF0364.Superseded values are not recommended for survey control.
 HF0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0364.See file dsdata.txt to determine how the superseded data were derived.
 HF0364
 HF0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG881872(NAD 83)
 HF0364_MARKER: DR = REFERENCE MARK DISK
 HF0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0364_SP_SET: CONCRETE POST
 HF0364_STAMPING: ELDORADO NO 1 1935
 HF0364_MARK LOGO: CGS   
 HF0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0364+STABILITY: SURFACE MOTION
 HF0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF0364+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 HF0364
 HF0364  HISTORY     - Date     Condition        Report By
 HF0364  HISTORY     - 1935     MONUMENTED       CGS
 HF0364  HISTORY     - 1987     GOOD             NOS
 HF0364  HISTORY     - 20060605 GOOD             INDIV
 HF0364
 HF0364                          STATION DESCRIPTION
 HF0364
 HF0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0364'NEAR ELDORADO.
 HF0364'51 FEET EAST OF THE NORTHEAST LEG OF THE CITY WATER TOWER, 177
 HF0364'FEET EAST OF THE CENTERLINE OF SUMMIT STREET, 24 FEET SOUTH OF THE
 HF0364'CENTERLINE OF LOCUST STREET, AND 19 FEET NORTHWEST OF THE NORTHWEST
 HF0364'CORNER OF A WHITE BUNGALOW.  A STANDARD REFERENCE-MARK DISK, STAMPED
 HF0364'ELDORADO NO 1 1935 AND SET IN THE TOP OF A CONCRETE POST
 HF0364'PROJECTING 0.5 FOOT ABOVE GROUND.
 HF0364
 HF0364                          STATION RECOVERY (1987)
 HF0364
 HF0364'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HF0364'RECOVERED IN GOOD CONDITION.
 HF0364
 HF0364                          STATION RECOVERY (2006)
 HF0364
 HF0364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HF0364'EL DORADO, 177 FT. E OF CENTERLINE OF SUMMIT STREET, 24 FT. S OF
 HF0364'CENTERLINE OF LOCUST STREET, AND 19 FT. NW OF NW CORNER OF WHITE
 HF0364'BUNGALOW, UNDER NE CORNER OF CARPORT, IN CONCRETE POST PROJECTING 6
 HF0364'IN. ABOVE GROUND, STANDARD TABLET STAMPED ELDORADO NO1 1935
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0365 ***********************************************************************
 HF0365  DESIGNATION -  ELDORADO RM 2
 HF0365  PID         -  HF0365
 HF0365  STATE/COUNTY-  KS/BUTLER
 HF0365  USGS QUAD   -  EL DORADO (1979)
 HF0365
 HF0365                         *CURRENT SURVEY CONTROL
 HF0365  ___________________________________________________________________
 HF0365* NAD 83(1986)-  37 48 49.     (N)    096 51 47.     (W)     SCALED    
 HF0365* NAVD 88     -       409.265  (meters)    1342.73   (feet)  ADJUSTED  
 HF0365  ___________________________________________________________________
 HF0365  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HF0365  DYNAMIC HT  -         408.952 (meters)    1341.70  (feet)  COMP
 HF0365  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 HF0365
 HF0365  VERT ORDER  -  SECOND    CLASS 0
 HF0365
 HF0365.The horizontal coordinates were scaled from a topographic map and have
 HF0365.an estimated accuracy of +/- 6 seconds.
 HF0365
 HF0365.The orthometric height was determined by differential leveling
 HF0365.and adjusted by the National Geodetic Survey in June 1991..
 HF0365.WARNING-Repeat measurements at this control monument indicate possible
 HF0365.vertical movement.
 HF0365
 HF0365.The geoid height was determined by GEOID03.
 HF0365
 HF0365.The dynamic height is computed by dividing the NAVD 88
 HF0365.geopotential number by the normal gravity value computed on the
 HF0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0365.degrees latitude (g = 980.6199 gals.).
 HF0365
 HF0365.The modeled gravity was interpolated from observed gravity values.
 HF0365
 HF0365;                    North         East    Units  Estimated Accuracy
 HF0365;SPC KS S     -   528,560.      544,120.      MT  (+/- 180 meters Scaled)
 HF0365
 HF0365                          SUPERSEDED SURVEY CONTROL
 HF0365
 HF0365  NGVD 29 (??/??/92)  409.143  (m)         1342.33   (f) ADJ UNCH    2 0
 HF0365
 HF0365.Superseded values are not recommended for survey control.
 HF0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0365.See file dsdata.txt to determine how the superseded data were derived.
 HF0365
 HF0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG881872(NAD 83)
 HF0365_MARKER: DR = REFERENCE MARK DISK
 HF0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0365_SP_SET: CONCRETE POST
 HF0365_STAMPING: ELDORADO NO 2 1935
 HF0365_MARK LOGO: CGS   
 HF0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0365+STABILITY: SURFACE MOTION
 HF0365
 HF0365  HISTORY     - Date     Condition        Report By
 HF0365  HISTORY     - 1935     MONUMENTED       CGS
 HF0365  HISTORY     - 1987     GOOD             NOS
 HF0365  HISTORY     - 20060605 GOOD             INDIV
 HF0365
 HF0365                          STATION DESCRIPTION
 HF0365
 HF0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0365'NEAR ELDORADO.
 HF0365'42 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE CITY WATER TOWER, 150
 HF0365'FEET EAST OF THE CENTERLINE OF SUMMIT STREET, 87 FEET SOUTH OF
 HF0365'THE CENTERLINE OF LOCUST STREET, AND IN THE CENTER OF THE TOP
 HF0365'OF AN OLD CONCRETE FOUNDATION.  A STANDARD REFERENCE-MARK DISK,
 HF0365'STAMPED ELDORADO NO 2 1935.
 HF0365
 HF0365                          STATION RECOVERY (1987)
 HF0365
 HF0365'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HF0365'RECOVERED IN GOOD CONDITION.
 HF0365
 HF0365                          STATION RECOVERY (2006)
 HF0365
 HF0365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HF0365'EL DORADO, 150 FT. E OF CENTERLINE OF SUMMIT STREET AND 87 FT. S OF
 HF0365'CENTERLINE OF LOCUST STREET, NEAR SE CORNER OF PARK, IN CENTER OF OLD
 HF0365'CONCRETE FOUNDATION PROJECTING 4 INCHES ABOVE GROUND, STANDARD TABLET
 HF0365'STAMPED ELDORADO NO 2 1935
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1191 ***********************************************************************
 HF1191  DESIGNATION -  ELDORADO ST JOHNS CHURCH CROSS
 HF1191  PID         -  HF1191
 HF1191  STATE/COUNTY-  KS/BUTLER
 HF1191  USGS QUAD   -  EL DORADO (1979)
 HF1191
 HF1191                         *CURRENT SURVEY CONTROL
 HF1191  ___________________________________________________________________
 HF1191* NAD 83(1997)-  37 49 12.06175(N)    096 51 23.29651(W)     ADJUSTED  
 HF1191* NAVD 88     -                                                        
 HF1191  ___________________________________________________________________
 HF1191  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 HF1191  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HF1191
 HF1191  HORZ ORDER  -  THIRD
 HF1191
 HF1191.The horizontal coordinates were established by classical geodetic methods
 HF1191.and adjusted by the National Geodetic Survey in October 1998..
 HF1191
 HF1191
 HF1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1191
 HF1191.The geoid height was determined by GEOID03.
 HF1191
 HF1191;                    North         East     Units Scale Factor Converg.
 HF1191;SPC KS S     -   529,279.444   544,690.709   MT  0.99993736   +1 00 36.0
 HF1191;UTM  14      - 4,188,010.445   688,666.142   MT  1.00003843   +1 18 53.1
 HF1191
 HF1191                          SUPERSEDED SURVEY CONTROL
 HF1191
 HF1191  NAD 83(1997)-  37 49 12.06956(N)    096 51 23.28508(W) AD(       ) 4
 HF1191  NAD 83(1986)-  37 49 12.07479(N)    096 51 23.28822(W) AD(       ) 4
 HF1191  NAD 27      -  37 49 12.01306(N)    096 51 22.16355(W) AD(       ) 3
 HF1191
 HF1191.Superseded values are not recommended for survey control.
 HF1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1191.See file dsdata.txt to determine how the superseded data were derived.
 HF1191
 HF1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8866688010(NAD 83)
 HF1191_MARKER: 89 = SPIRE
 HF1191
 HF1191  HISTORY     - Date     Condition        Report By
 HF1191  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1191
 HF1191                          STATION DESCRIPTION
 HF1191
 HF1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1191'POINT SIGHTED UPON WAS TIP OF WOODEN CROSS ATOP WOODEN SPIRE,
 HF1191'ABOUT 60 FEET HIGH, ON SAINT JOHNS CHURCH LOCATED AT DENVER
 HF1191'AND WEST 2ND AVENUE, LOCATED IN NORTHWEST PORTION OF ELDORADO.
 HF1191'
 HF1191'STATION OBSERVED UPON FROM ELDORADO, BOYER, ERWIN LAPLACE
 HF1191'AZIMUTH AND PONTIAC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0644 ***********************************************************************
 KH0644  DESIGNATION -  ELECTRIC
 KH0644  PID         -  KH0644
 KH0644  STATE/COUNTY-  KS/THOMAS
 KH0644  USGS QUAD   -  COLBY SE (1967)
 KH0644
 KH0644                         *CURRENT SURVEY CONTROL
 KH0644  ___________________________________________________________________
 KH0644* NAD 83(1997)-  39 18 52.20976(N)    101 02 12.87734(W)     ADJUSTED  
 KH0644* NAVD 88     -       986.     (meters)    3235.     (feet)  SCALED    
 KH0644  ___________________________________________________________________
 KH0644  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KH0644  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 KH0644
 KH0644  HORZ ORDER  -  THIRD
 KH0644
 KH0644.The horizontal coordinates were established by classical geodetic methods
 KH0644.and adjusted by the National Geodetic Survey in October 1998..
 KH0644
 KH0644.The orthometric height was scaled from a topographic map.
 KH0644
 KH0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0644
 KH0644.The geoid height was determined by GEOID03.
 KH0644
 KH0644;                    North         East     Units Scale Factor Converg.
 KH0644;SPC KS N     -   113,312.458   138,152.210   MT  0.99995747   -1 55 17.4
 KH0644;UTM  14      - 4,353,656.353   324,396.475   MT  0.99997969   -1 17 27.1
 KH0644
 KH0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0644!SPC KS N     -   0.99984911  x   0.99995747  =   0.99980658
 KH0644!UTM  14      -   0.99984911  x   0.99997969  =   0.99982880
 KH0644
 KH0644|---------------------------------------------------------------------|
 KH0644| PID    Reference Object                     Distance      Geod. Az  |
 KH0644|                                                           dddmmss.s |
 KH0644| CP7971 ELECTRIC RM 1                        10.585 METERS 00455     |
 KH0644| KH0645 ELECTRIC 2                           19.858 METERS 03231     |
 KH0644| CP7972 ELECTRIC RM 2                        13.003 METERS 26059     |
 KH0644| AI0989 ELECTRIC AZ MK                                     3175543.0 |
 KH0644| KH0643 COLBY THOMAS CO CTHSE CLOCK TR      APPROX. 9.1 KM 3564158.2 |
 KH0644|---------------------------------------------------------------------|
 KH0644
 KH0644                          SUPERSEDED SURVEY CONTROL
 KH0644
 KH0644  NAD 83(1986)-  39 18 52.21177(N)    101 02 12.87999(W) AD(       ) 3
 KH0644  NAD 27      -  39 18 52.19700(N)    101 02 11.32600(W) AD(       ) 3
 KH0644
 KH0644.Superseded values are not recommended for survey control.
 KH0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0644.See file dsdata.txt to determine how the superseded data were derived.
 KH0644
 KH0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2439653656(NAD 83)
 KH0644_MARKER: DS = TRIANGULATION STATION DISK
 KH0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0644
 KH0644  HISTORY     - Date     Condition        Report By
 KH0644  HISTORY     - 1951     MONUMENTED       CGS
 KH0644  HISTORY     - 1958     GOOD             CGS
 KH0644
 KH0644                          STATION DESCRIPTION
 KH0644
 KH0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0644'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF A NORTH-SOUTH
 KH0644'ROAD ABOUT 5.5 MILES SOUTH OF COLBY AND 0.5 MILE SOUTH OF
 KH0644'COUNTY ROUTE NO. 388.  IT IS 19.0 FEET EAST OF THE CENTER
 KH0644'OF A ROAD, 8.5 FEET NORTH-NORTHWEST OF A T FENCE CORNER,
 KH0644'5.0 FEET NORTH-NORTHWEST OF A WITNESS POST AND 5.0 FEET
 KH0644'WEST OF A FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 KH0644'GROUND AND IS STAMPED ELECTRIC 1951.
 KH0644'
 KH0644'REFERENCE MARK NO. 1 IS 23.0 FEET EAST OF THE CENTER OF A
 KH0644'ROAD AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 6 INCHES
 KH0644'AND IS STAMPED ELECTRIC NO 1 1951.
 KH0644'
 KH0644'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE ROAD FROM THE
 KH0644'STATION AT THE EAST EDGE OF A CULTIVATED FIELD AND IS ABOUT
 KH0644'1.5 FEET ABOVE THE ELEVATION OF THE STATION.  IT IS 23.0
 KH0644'FEET WEST OF THE CENTER OF A ROAD AND IS DIRECTLY ON THE
 KH0644'LINE DIVIDING TWO FIELDS.  IT PROJECTS 6 INCHES AND IS STAMPED
 KH0644'ELECTRIC NO 2 1951.
 KH0644'
 KH0644'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0644'NO. 2 IS 61.15 FEET.
 KH0644'
 KH0644'THE AZIMUTH MARK IS 42.0 FEET NORTH OF THE CENTER OF COUNTY
 KH0644'ROUTE NO. 388, 22.0 FEET EAST OF THE CENTER OF A FARM DRIVE,
 KH0644'2.0 FEET EAST OF A LARGE FENCE POST AND 1.0 FOOT EAST OF A
 KH0644'WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED ELECTRIC
 KH0644'1951.
 KH0644'
 KH0644'TO REACH THE STATION FROM THE STOP LIGHT AT THE INTERSECTION
 KH0644'OF THE MAIN STREET AND U.S. HIGHWAY NO. 24 ONE BLOCK SOUTH
 KH0644'OF THE POST OFFICE IN COLBY, GO WEST ON U.S. HIGHWAY NO. 24
 KH0644'FOR 0.5 MILE TO WHERE STATE ROUTE NO. 25 GOES NORTH AND COUNTY
 KH0644'ROUTE NO. 423 GOES SOUTH.  HERE TURN LEFT AND GO SOUTH ON COUNTY
 KH0644'ROUTE NO. 423 FOR 1.15 MILES TO WHERE THE OILED ROAD TURNS
 KH0644'TO THE RIGHT AND A GRAVELED ROAD CONTINUES STRAIGHT AHEAD.
 KH0644'CONTINUE SOUTH ON COUNTY ROUTE NO. 423 FOR 4.05 MILES TO A
 KH0644'CROSSROAD AT COUNTY ROUTE NO. 388.  HERE TURN LEFT AND GO
 KH0644'EAST ON COUNTY ROUTE NO. 338 FOR 0.5 MILE TO A FIELD DRIVE
 KH0644'ON THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE
 KH0644'EAST ON COUNTY ROUTE NO. 388 FOR 0.5 MILE TO A CROSSROAD,
 KH0644'TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.5 MILE TO A
 KH0644'T FENCE CORNER ON THE LEFT AND THE STATION AS DESCRIBED.
 KH0644
 KH0644                          STATION RECOVERY (1958)
 KH0644
 KH0644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KH0644'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KH0644'FOUND IN GOOD CONDITION, EXCEPT THAT THE STATION MARK WAS IN
 KH0644'THE MIDDLE OF A SECTION-LINE ROAD WHICH IS TO BE GRADED.
 KH0644'THE STATION MARK AND BOTH REFERENCE MARKS WERE MOVED BECAUSE
 KH0644'OF THE ROAD CONSTRUCTION.  FOR DETAILS, SEE THE DESCRIPTION
 KH0644'OF ELECTRIC 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0645 ***********************************************************************
 KH0645  DESIGNATION -  ELECTRIC 2
 KH0645  PID         -  KH0645
 KH0645  STATE/COUNTY-  KS/THOMAS
 KH0645  USGS QUAD   -  COLBY SE (1967)
 KH0645
 KH0645                         *CURRENT SURVEY CONTROL
 KH0645  ___________________________________________________________________
 KH0645* NAD 83(1997)-  39 18 52.75274(N)    101 02 12.43176(W)     ADJUSTED  
 KH0645* NAVD 88     -       988.     (meters)    3241.     (feet)  SCALED    
 KH0645  ___________________________________________________________________
 KH0645  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KH0645  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 KH0645
 KH0645  HORZ ORDER  -  THIRD
 KH0645
 KH0645.The horizontal coordinates were established by classical geodetic methods
 KH0645.and adjusted by the National Geodetic Survey in October 1998..
 KH0645.No horizontal observational check was made to the station.
 KH0645
 KH0645.The orthometric height was scaled from a topographic map.
 KH0645
 KH0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0645
 KH0645.The geoid height was determined by GEOID03.
 KH0645
 KH0645;                    North         East     Units Scale Factor Converg.
 KH0645;SPC KS N     -   113,328.835   138,163.439   MT  0.99995747   -1 55 17.1
 KH0645;UTM  14      - 4,353,672.853   324,407.523   MT  0.99997964   -1 17 26.9
 KH0645
 KH0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0645!SPC KS N     -   0.99984879  x   0.99995747  =   0.99980627
 KH0645!UTM  14      -   0.99984879  x   0.99997964  =   0.99982844
 KH0645
 KH0645|---------------------------------------------------------------------|
 KH0645| PID    Reference Object                     Distance      Geod. Az  |
 KH0645|                                                           dddmmss.s |
 KH0645| CP7973 ELECTRIC 2 RM 3                      40.758 METERS 00010     |
 KH0645| CP7974 ELECTRIC 2 RM 4                      13.076 METERS 17909     |
 KH0645| KH0644 ELECTRIC                             19.858 METERS 21231     |
 KH0645| AI0989 ELECTRIC AZ MK                                     3165441.6 |
 KH0645| KH0641 COLBY MUNICIPAL TANK                APPROX. 9.1 KM 3481240.8 |
 KH0645| KH0643 COLBY THOMAS CO CTHSE CLOCK TR      APPROX. 9.1 KM 3563733.8 |
 KH0645|---------------------------------------------------------------------|
 KH0645
 KH0645                          SUPERSEDED SURVEY CONTROL
 KH0645
 KH0645  NAD 83(1986)-  39 18 52.75475(N)    101 02 12.43441(W) AD(       ) 3
 KH0645  NAD 27      -  39 18 52.74000(N)    101 02 10.88040(W) AD(       ) 3
 KH0645
 KH0645.Superseded values are not recommended for survey control.
 KH0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0645.See file dsdata.txt to determine how the superseded data were derived.
 KH0645
 KH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2440853673(NAD 83)
 KH0645_MARKER: DS = TRIANGULATION STATION DISK
 KH0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0645_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KH0645
 KH0645  HISTORY     - Date     Condition        Report By
 KH0645  HISTORY     - 1958     MONUMENTED       CGS
 KH0645  HISTORY     - 1974     GOOD             USAF
 KH0645  HISTORY     - 1980     GOOD             NGS
 KH0645
 KH0645                          STATION DESCRIPTION
 KH0645
 KH0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KH0645'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF A NORTH-SOUTH
 KH0645'GRADED ROAD BETWEEN SECTIONS 31 AND 32, TOWNSHIP 8, RANGE 33
 KH0645'W, ABOUT 6 MILES SOUTH OF COLBY AND 1/2 MILE SOUTH OF COUNTY
 KH0645'ROUTE 388, 62 FEET NORTH OF A HALF-SECTION LINE FENCE AND FENCE
 KH0645'CORNER, 34 FEET EAST OF THE CENTER OF A GRADED ROAD, 2.5
 KH0645'FEET NORTH OF A WITNESS POST, AND 1 FOOT WEST OF A FENCE.
 KH0645'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 KH0645'ELECTRIC 2 1958.
 KH0645'
 KH0645'REFERENCE MARK NO. 3 IS 34 FEET EAST OF THE CENTER OF A GRADED
 KH0645'ROAD AND 4 FEET SOUTH OF A POWER POLE.  THE MARK PROJECTS 6
 KH0645'INCHES AND THE DISK IS STAMPED ELECTRIC 2 NO 3 1958.
 KH0645'
 KH0645'REFERENCE MARK NO. 4 IS 34 FEET EAST OF THE CENTER OF A GRADED
 KH0645'ROAD AND 19 FEET NORTH OF A HALF-SECTION EAST-WEST FENCE
 KH0645'AND FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND THE DISK
 KH0645'IS STAMPED ELECTRIC 2 NO 4 1958.
 KH0645'
 KH0645'AZIMUTH MARK IS 42 FEET NORTH OF THE CENTER OF COUNTY ROUTE
 KH0645'388, 22 FEET EAST OF THE CENTER OF A FARM DRIVEWAY, 2 FEET
 KH0645'EAST OF A LARGE POST WHICH IS EAST GATE POST, AND 1 FOOT EAST
 KH0645'OF A WITNESS POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 KH0645'GROUND AND THE DISK IS STAMPED ELECTRIC 1951.
 KH0645'
 KH0645'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 KH0645'AND U.S. HIGHWAY 24, GO WEST ON U.S. HIGHWAY 24 FOR 0.5
 KH0645'MILE TO THE JUNCTION OF STATE HIGHWAY 25.  TURN LEFT AND
 KH0645'GO SOUTH ON STATE HIGHWAY 25 FOR 5.1 MILES TO CROSSROADS AT
 KH0645'COUNTY ROUTE 388.  TURN LEFT AND GO EAST ON COUNTY ROUTE
 KH0645'388 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 KH0645'EAST ON COUNTY ROUTE 388 FOR 0.5 MILE TO CROSSROADS.  TURN
 KH0645'RIGHT AND GO SOUTH FOR 0.5 MILE TO THE STATION ON THE LEFT
 KH0645'AS DESCRIBED.
 KH0645'
 KH0645'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KH0645
 KH0645                          STATION RECOVERY (1974)
 KH0645
 KH0645'RECOVERY NOTE BY US AIR FORCE 1974
 KH0645'STATION AND BOTH R.M.S WERE RECOVERED IN GOOD CONDITION AS
 KH0645'DESCRIBED.  AZIMUTH MARK WAS NOT RECOVERED, AND IS PRESUMED
 KH0645'DESTROYED.
 KH0645'
 KH0645'THE 1958 ROUTE DESCRIPTION WAS ADEQUATE.
 KH0645
 KH0645                          STATION RECOVERY (1980)
 KH0645
 KH0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KH0645'THE SURFACE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE
 KH0645'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND
 KH0645'DESTROYED.  REFERENCE MARK 5 WAS ESTABLISHED.  THE DISTANCE TO
 KH0645'REFERENCE MARK 4 WAS 0.006 METER SHORTER THAN 1951 DATE AND THE
 KH0645'DIRECTION FAILED TO AGREE BY 3 MINUTES, 09 SECONDS LARGER, HOWEVER,
 KH0645'THE DIRECTION TO THE COLBY MUNICIPAL TANK WAS 5.1 SECONDS SMALLER AND
 KH0645'THE DIRECTION TO THE THOMAS COUNTY COURTHOUSE CLOCK TOWER WAS 0.8
 KH0645'SECOND LARGER.  A NEW DESCRIPTION FOLLOWS.
 KH0645'
 KH0645'THE STATION IS ABOUT 6 MILES SOUTH OF COLBY, 1.0 MILE EAST OF STATE
 KH0645'HIGHWAY 25 AND ON ROAD RIGHT-OF-WAY BETWEEN SECTIONS 31 AND 32, T8N,
 KH0645'R23W.
 KH0645'
 KH0645'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 KH0645'HIGHWAY 25 IN COLBY, GO SOUTH ON STATE HIGHWAY 25 FOR 5.3 MILES TO A
 KH0645'GRADED CROSSROAD, COUNTY ROAD 388.  TURN LEFT AND GO EAST ON COUNTY
 KH0645'ROAD 388, FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT AT A FIELD
 KH0645'ENTRANCE.  CONTINUE EAST ON ROAD 388 FOR 0.45 MILES TO A GRADED DIRT
 KH0645'CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE DIRT ROAD FOR 0.5 MILE TO
 KH0645'THE STATION ON THE LEFT AT THE NORTHWEST OF AN ELECTRIC SUB-STATION.
 KH0645'
 KH0645'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---ELECTRIC 2 1958---
 KH0645'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 3 INCHES BELOW THE
 KH0645'GROUND SURFACE.  IT IS 26.0 FEET EAST OF THE CENTERLINE OF THE ROAD,
 KH0645'3.1 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE CHAINLINK FENCE
 KH0645'AROUND THE SUB-STATION AND 3.0 FEET SOUTH OF A WITNESS POST.  THE
 KH0645'UNDERGROUND MARK WAS NOT INSPECTED.  REBAR WAS DRIVEN ALONGSIDE THE
 KH0645'SURFACE MARK.
 KH0645'
 KH0645'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---ELECTRIC 2 NO 4
 KH0645'1958---SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3
 KH0645'INCHES.  IT IS 44.3 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF
 KH0645'THE FENCE, 16.0 FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 KH0645'FENCE, 2.3 FEET WEST OF THE FENCE AND 25.0 FEET EAST OF THE CENTERLINE
 KH0645'OF THE ROAD.  REBAR WAS DRIVEN ALONGSIDE THE MARK.
 KH0645'
 KH0645'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---ELECTRIC 2 1958 NO 5
 KH0645'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2
 KH0645'INCHES.  IT IS 65.0 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 KH0645'FENCE, 34.5 FEET WEST OF THE CENTERLINE OF THE ROAD AND 1.2 FEET NORTH
 KH0645'OF A POWERLINE POLE.  REBAR WAS PLACED IN THE MARK.
 KH0645'
 KH0645'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---ELECTRIC 1951--- SET
 KH0645'IN THE TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE
 KH0645'GROUND.  IT IS 42.8 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 388,
 KH0645'36.5 FEET WEST OF A POWERLINE POLE, 21.0 FEET EAST OF THE CENTERLINE
 KH0645'OF THE FIELD ENTRANCE, 4.0 FEET WEST OF A WITNESS POST AND 3.0 FEET
 KH0645'EAST-SOUTHEAST OF A LARGE SQUARE POST.
 KH0645'
 KH0645'THE CENTER OF THE RISER, AS IT JOINS THE TANK, WAS THE POINT
 KH0645'OBSERVED UPON AT THE COLBY MUNICIPAL SOUTH WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1193 ***********************************************************************
 KE1193  DESIGNATION -  ELIAS
 KE1193  PID         -  KE1193
 KE1193  STATE/COUNTY-  KS/DONIPHAN
 KE1193  USGS QUAD   -  ATCHISON NE (1972)
 KE1193
 KE1193                         *CURRENT SURVEY CONTROL
 KE1193  ___________________________________________________________________
 KE1193* NAD 83(1997)-  39 38 56.20802(N)    095 02 54.20905(W)     ADJUSTED  
 KE1193* NAVD 88     -       299.     (meters)     981.     (feet)  VERTCON   
 KE1193  ___________________________________________________________________
 KE1193  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 KE1193  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KE1193
 KE1193  HORZ ORDER  -  SECOND
 KE1193
 KE1193.The horizontal coordinates were established by classical geodetic methods
 KE1193.and adjusted by the National Geodetic Survey in October 1998..
 KE1193
 KE1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1193
 KE1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1193
 KE1193.The geoid height was determined by GEOID03.
 KE1193
 KE1193;                    North         East     Units Scale Factor Converg.
 KE1193;SPC KS N     -   150,179.832   653,285.534   MT  0.99998096   +1 52 03.1
 KE1193;UTM  15      - 4,390,799.997   324,250.795   MT  0.99998029   -1 18 26.6
 KE1193
 KE1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1193!SPC KS N     -   0.99995806  x   0.99998096  =   0.99993902
 KE1193!UTM  15      -   0.99995806  x   0.99998029  =   0.99993835
 KE1193
 KE1193:                Primary Azimuth Mark                     Grid Az
 KE1193:SPC KS N     -  DEKOL WATER TANK                         119 40 10.9
 KE1193:UTM  15      -  DEKOL WATER TANK                         122 50 40.6
 KE1193
 KE1193|---------------------------------------------------------------------|
 KE1193| PID    Reference Object                     Distance      Geod. Az  |
 KE1193|                                                           dddmmss.s |
 KE1193| CL6368 DEKOL WATER TANK                                   1213214.0 |
 KE1193|---------------------------------------------------------------------|
 KE1193
 KE1193                          SUPERSEDED SURVEY CONTROL
 KE1193
 KE1193  NAD 83(1997)-  39 38 56.20997(N)    095 02 54.18921(W) AD(       ) 2
 KE1193  NAD 83(1986)-  39 38 56.20987(N)    095 02 54.18912(W) AD(       ) 2
 KE1193  NAD 27      -  39 38 56.23829(N)    095 02 53.29744(W) AD(       ) 2
 KE1193  NGVD 29 (07/19/86)  299.     (m)          981.     (f) VERT ANG       
 KE1193
 KE1193.Superseded values are not recommended for survey control.
 KE1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1193.See file dsdata.txt to determine how the superseded data were derived.
 KE1193
 KE1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD2425190800(NAD 83)
 KE1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1193+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 KE1193
 KE1193  HISTORY     - Date     Condition        Report By
 KE1193  HISTORY     - 1974     MONUMENTED       USE
 KE1193  HISTORY     - 20011010 GOOD             MODNR
 KE1193
 KE1193                          STATION DESCRIPTION
 KE1193
 KE1193'DESCRIBED BY US ENGINEERS 1974
 KE1193'THE STATION IS A STANDARD US CORPS OF ENGINEERS BRASS DISK
 KE1193'STAMPED==ELIAS 1974--,SET INTO THE TOP OF 6 INCH CONCRETE POST
 KE1193'FLUSH WITH THE GROUND SURFACE.
 KE1193'
 KE1193'THE STATION IS LOCATED ABOUT 7.9 MILES NORTHEASTERLY OF
 KE1193'ATCHISON, KS, ABOUT 1.8 MILES EASTERLY OF DONIPHAN, KS AND ON
 KE1193'A RIDGE OVERLOOKING THE MISSOURI RIVER.  IT IS 1.7 FEET
 KE1193'SOUTHEAST OF A USCE METAL WITNESS SIGN AND POST.
 KE1193'
 KE1193'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 (MAIN
 KE1193'STREET) AND KANSAS HIGHWAY 7 (NORTH)LOCATED IN THE NORTHWEST
 KE1193'PART OF ATCHINSON, KS.  GO NORTH ON HIGHWAY 7 FOR 6.3 MILES
 KE1193'TO COUNTY ROAD NUMBER 330TH ON THE RIGHT.  GO WEST ON NUMBER
 KE1193'330TH ROAD FOR 1.1 MILE TO A T INTERSECTION WITH LARKINBURG
 KE1193'ROAD.  VEER LEFT AND FOLLOW LARKINBURG ROAD FOR 0.75 MILE
 KE1193'NORTHEASTERLY WHERE LARKINBURG ROAD JOGS NORTH AND JOINS
 KE1193'COUNTY ROAD NUMBER 100TH ROAD.  CONTINUE EAST ON 100TH ROAD
 KE1193'FRO 1.65 MILES TO MINERAL POINT ROAD.  TURN RIGHT AND GO SOUTH
 KE1193'FOR 1.25 MILES TO MONUMENT ROAD.  TURN LEFT AND FOLLOW
 KE1193'MONUMENT ROAD NORTHEAST FOR 1.9 MILES TO A GATE ON THE LEFT.
 KE1193'PARK AND HIKE ALONG A TRAIL THAT IS PARALLEL WITH A NORTHEAST
 KE1193'FENCE LINE FOR ABOUT 0.25 MILES TO A TRAIL THAT VEERS LEFT.
 KE1193'FOLLOW TRAIL ON THE LEFT TO THE TOP OF THE RIDGE.  THEN FOLLOW
 KE1193'RIDGE NORTHEASTERLY FOR 0.1 MILE TO MONUMENT AS DESCRIBED.
 KE1193'
 KE1193'IT IS RECOMMENDED THAT YOU DO NOT USE THIS MONUMENT DURING
 KE1193'DEER HUNTING SEASON.  PROPERTY IS OWNED BY THE KEARNY FAMILY
 KE1193'PO BOX 70, VALLEYFALLS, KS 66088.
 KE1193
 KE1193                          STATION RECOVERY (2001)
 KE1193
 KE1193'RECOVERY NOTE BY MO DEPT OF NAT RES 2001 (RWR)
 KE1193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LG0754 ***********************************************************************
 LG0754  FBN         -  This is a Federal Base Network Control Station.
 LG0754  DESIGNATION -  ELK RESET
 LG0754  PID         -  LG0754
 LG0754  STATE/COUNTY-  KS/MARSHALL
 LG0754  USGS QUAD   -  BARNESTON (1970)
 LG0754
 LG0754                         *CURRENT SURVEY CONTROL
 LG0754  ___________________________________________________________________
 LG0754* NAD 83(1997)-  40 00 02.59354(N)    096 34 55.11910(W)     ADJUSTED  
 LG0754* NAVD 88     -       390.4    (meters)    1281.     (feet)  GPS OBS   
 LG0754  ___________________________________________________________________
 LG0754  X           -    -560,850.985 (meters)                     COMP
 LG0754  Y           -  -4,860,684.044 (meters)                     COMP
 LG0754  Z           -   4,078,279.979 (meters)                     COMP
 LG0754  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 LG0754  ELLIP HEIGHT-         362.68  (meters)          (08/12/03) GPS OBS
 LG0754  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 LG0754
 LG0754  HORZ ORDER  -  B
 LG0754  ELLP ORDER  -  FOURTH    CLASS I
 LG0754
 LG0754.The horizontal coordinates were established by GPS observations
 LG0754.and adjusted by the National Geodetic Survey in August 2003..
 LG0754
 LG0754.The orthometric height was determined by GPS observations and a
 LG0754.high-resolution geoid model.
 LG0754
 LG0754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LG0754
 LG0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0754
 LG0754.The ellipsoidal height was determined by GPS observations
 LG0754.and is referenced to NAD 83.
 LG0754
 LG0754.The geoid height was determined by GEOID03.
 LG0754
 LG0754;                    North         East     Units Scale Factor Converg.
 LG0754;SPC KS N     -   186,057.931   521,089.333   MT  1.00004250   +0 53 49.9
 LG0754;SPC NE       -    24,354.914   791,798.936   MT  0.99999967   +2 15 54.4
 LG0754;UTM  14      - 4,430,637.799   706,410.268   MT  1.00012452   +1 33 17.4
 LG0754
 LG0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0754!SPC KS N     -   0.99994311  x   1.00004250  =   0.99998560
 LG0754!SPC NE       -   0.99994311  x   0.99999967  =   0.99994278
 LG0754!UTM  14      -   0.99994311  x   1.00012452  =   1.00006762
 LG0754
 LG0754:                Primary Azimuth Mark                     Grid Az
 LG0754:SPC KS N     -  ELK AZ MK                                086 25 03.2
 LG0754:SPC NE       -  ELK AZ MK                                085 02 58.7
 LG0754:UTM  14      -  ELK AZ MK                                085 45 35.7
 LG0754
 LG0754|---------------------------------------------------------------------|
 LG0754| PID    Reference Object                     Distance      Geod. Az  |
 LG0754|                                                           dddmmss.s |
 LG0754| CL6447 ELK AZ MK                                          0871853.1 |
 LG0754| KF1132 OKETO MUNICIPAL TANK                APPROX. 4.4 KM 1944310.1 |
 LG0754| CL6448 ELK RM 1                             12.305 METERS 21157     |
 LG0754| LG1066 WYMORE IMMANUELS FRIEDHOF CH        APPROX. 6.4 KM 2704902.8 |
 LG0754| CL6449 ELK RM 2                             12.749 METERS 33113     |
 LG0754|---------------------------------------------------------------------|
 LG0754
 LG0754                          SUPERSEDED SURVEY CONTROL
 LG0754
 LG0754  ELLIP H (07/10/01)  362.65   (m)                       GP(       ) 4 1
 LG0754  NAD 83(1997)-  40 00 02.59334(N)    096 34 55.11664(W) AD(       ) B
 LG0754  ELLIP H (06/25/96)  362.75   (m)                       GP(       ) 1 1
 LG0754  NAD 83(1986)-  40 00 02.59937(N)    096 34 55.11139(W) AD(       ) 2
 LG0754  NAD 27      -  40 00 02.58600(N)    096 34 54.04000(W) AD(       ) 2
 LG0754
 LG0754.Superseded values are not recommended for survey control.
 LG0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0754.See file dsdata.txt to determine how the superseded data were derived.
 LG0754
 LG0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK0641030638(NAD 83)
 LG0754_MARKER: DS = TRIANGULATION STATION DISK
 LG0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0754_STAMPING: ELK 1947 1965
 LG0754_MARK LOGO: CGS   
 LG0754_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LG0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LG0754+STABILITY: SURFACE MOTION
 LG0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LG0754+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2002
 LG0754
 LG0754  HISTORY     - Date     Condition        Report By
 LG0754  HISTORY     - 1965     MONUMENTED       CGS
 LG0754  HISTORY     - 1965     GOOD             CGS
 LG0754  HISTORY     - 1966     GOOD             CGS
 LG0754  HISTORY     - 19950413 GOOD             NGS
 LG0754  HISTORY     - 19970324 GOOD             NGS
 LG0754  HISTORY     - 20000601 GOOD             NEDR
 LG0754  HISTORY     - 20020715 GOOD             NGS
 LG0754
 LG0754                          STATION DESCRIPTION
 LG0754
 LG0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RLE)
 LG0754'THE STATION IS LOCATED ABOUT 2.75 MILES NORTH-NORTHEAST OF
 LG0754'OKETO ON THE RIGHT-OF-WAY OF STATE LINE ROAD, BETWEEN ELK CREEK
 LG0754'AND BIG BLUE RIVER.  IT IS 25 FEET WEST OF THE CENTER OF THE
 LG0754'NORTH-SOUTH ROAD, 18 FEET EAST OF NORTH-SOUTH FENCE LINE
 LG0754'AND 7 FEET SOUTH-SOUTHEAST OF WHITE WITNESS POST.  IT IS
 LG0754'STAMPED ELK 1947 AND PROJECTS 6 INCHES.
 LG0754'
 LG0754'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 40 FEET
 LG0754'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT EAST
 LG0754'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED ELK NO 1 1947 AND
 LG0754'PROJECTS 2 INCHES.
 LG0754'
 LG0754'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 45
 LG0754'FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT
 LG0754'EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED ELK NO 2
 LG0754'1947 AND PROJECTS 4 INCHES.
 LG0754'
 LG0754'THE AZIMUTH MARK IS ABOUT 0.6 MILE EAST-NORTHEAST OF THE
 LG0754'STATION, 20 FEET NORTH OF THE CENTER OF EAST-WEST SECTION
 LG0754'LINE ROAD, 3 FEET WEST OF WHITE WITNESS POST AND 1 FOOT SOUTH
 LG0754'OF EAST-WEST FENCE LINE.  IT IS STAMPED ELK 1947 AND PROJECTS
 LG0754'8 INCHES.  TO REACH FROM THE STATION, CONTINUE EAST AND
 LG0754'NORTHEAST ON STATE LINE ROAD FOR 0.25 MILE TO WHERE ROAD
 LG0754'MAKES A LEFT TURN AND SECTION LINE ROAD STRAIGHT AHEAD,
 LG0754'CONTINUE STRAIGHT AHEAD ON SECTION LINE ROAD FOR 0.35 MILE
 LG0754'TO THE MARK ON THE LEFT IN FENCE LINE AS DESCRIBED.
 LG0754'
 LG0754'TO REACH THE STATION FROM THE POST OFFICE IN OKETO, GO EAST
 LG0754'FOR 0.25 MILE TO T-INTERSECTION, TURN LEFT AND FOLLOW MAIN
 LG0754'TRAVELED ROAD NORTH FOR 3.3 MILES TO THE STATION ON THE LEFT
 LG0754'IN RIGHT TURN IN ROAD AS DESCRIBED.
 LG0754'
 LG0754'A 74 FOOT SIGNAL AT STATION OKETO IS V.G
 LG0754'
 LG0754'A 4 FOOT SIGNAL AT STATION WRIGHT IS V.G
 LG0754'
 LG0754'A 74 FOOT SIGNAL AT STATION LINE IS V.G
 LG0754'
 LG0754'A 74 FOOT SIGNAL AT STATION MALICKY IS V.G
 LG0754'
 LG0754'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 LG0754
 LG0754                          STATION RECOVERY (1965)
 LG0754
 LG0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LG0754'THE STATION MARK SURFACE MARK WAS FOUND LYING NEAR THE STATION,
 LG0754'THE SUB-SURFACE MARK WAS RECOVERED AND APPEARED TO BE NOT
 LG0754'DISTURBED.  A NEW SURFACE MARK WAS ESTABLISHED.
 LG0754'
 LG0754'THE TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND IN
 LG0754'GOOD CONDITION EXCEPT REFERENCE MARK 2 APPEARED TO LEAN SOME
 LG0754'TO THE NORTH.  THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND
 LG0754'IN GOOD CONDITION, IT WAS NOT V.G. FROM THE STATION.
 LG0754'
 LG0754'THE STATION MARK IS 157 FEET SOUTH OF A FENCE CORNER POST,
 LG0754'19.5 FEET WEST OF A METAL WITNESS POST IN FENCE LINE AND
 LG0754'8 FEET WEST OF THE CENTER LINE OF THE STRAIGHT PORTION OF THE
 LG0754'NORTH-SOUTH ROAD.  A STANDARD DISK, STAMPED, ELK 1947-1965
 LG0754'IN THE TOP OF A CONCRETE MONUMENT AND FLUSH WITH THE GROUND.
 LG0754'
 LG0754'REFERENCE MARK NO. 1 IS 27.5 FEET WEST OF THE CENTER LINE
 LG0754'OF THE STRAIGHT PART OF THE NORTH-SOUTH ROAD, 35 FEET
 LG0754'SOUTH OF A METAL WITNESS POST, 1.5 FEET WEST OF A METAL POST IN THE
 LG0754'FENCE LINE.  A STANDARD DISK, STAMPED, ELK NO 1 1947 AND IT
 LG0754'IS FLUSH WITH THE GROUND.
 LG0754'
 LG0754'REFERENCE MARK NO. 2 IS WEST OF THE CENTER LINE OF THE
 LG0754'PROLONGATION OF THE NORTH-SOUTH ROAD, 36 FEET NORTH OF A
 LG0754'METAL WITNESS POST AND 0.5 FEET WEST OF THE FENCE LINE.  A
 LG0754'STANDARD DISK, STAMPED, ELK NO 2 1947 IN THE TOP OF A CONCRETE
 LG0754'MONUMENT FLUSH WITH THE GROUND.
 LG0754'
 LG0754'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS CORRECT.
 LG0754'
 LG0754'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.75 MILES
 LG0754'NNE OF OKETO
 LG0754'
 LG0754'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LG0754
 LG0754                          STATION RECOVERY (1966)
 LG0754
 LG0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG0754'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 LG0754'CONDITION.  SOME CLEARING WOULD BE REQUIRED TO SEE THE AZIMUTH
 LG0754'MARK FROM THE GROUND.  AT LEAST TWO OBJECTS ARE VISIBLE FROM
 LG0754'THE GROUND THAT CAN BE USED FOR AZIMUTHS.
 LG0754'
 LG0754'THE ORIGINAL DESCRIPTION TO REACH THE STATION FROM OKETO
 LG0754'IS ADEQUATE FOR RECOVERY.
 LG0754
 LG0754                          STATION RECOVERY (1995)
 LG0754
 LG0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (JAO)
 LG0754'TO REACH THE MARK FROM THE INTERSECTION OF 1ST AND GRAND STREETS AT
 LG0754'THE BARNESTON, NEBRASKA POST OFFICE, GO SOUTH ON 1ST STREET FOR 0.25
 LG0754'MI (0.40 KM) TO STATE HIGHWAY 8.  CONTINUE SOUTH ON A GRAVELED COUNTY
 LG0754'ROAD FOR 3.1 MI (5.0 KM) TO A CURVE RIGHT, AND WEST, AT THE KANSAS
 LG0754'STATE LINE.  CONTINUE WEST ON STATE LINE ROAD FOR 0.3 MI (0.5 KM) TO A
 LG0754'CURVE LEFT, AND SOUTH, AND THE STATION ON THE RIGHT, ABOUT 2/3 OF THE
 LG0754'WAY THROUGH THE CURVE, ON COUNTY ROAD RIGHT-OF-WAY, IN THE NORTHEAST
 LG0754'CORNER, SEC1, T1S, R7E.  THE DISK IS SET INTO THE TOP OF A 25-INCH
 LG0754'DIAMETER, ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 LG0754'IS 192.0 FT (58.5 M) SOUTH FROM THE EXTENDED CENTERLINE OF THE STATE
 LG0754'LINE ROAD, 176.0 FT (53.6 M) SOUTH FROM AN EAST/WEST FENCE, 28.0 FT
 LG0754'(8.5 M) NORTHWEST FROM THE CENTERLINE OF THE ROAD, 18.9 FT (5.8 M)
 LG0754'EAST FROM A WITNESS POST AND A NORTH/SOUTH FENCE, 5.0 FT (1.5 M) WEST
 LG0754'FROM THE EXTENDED CENTERLINE OF THE ROAD AS IT LEADS NORTH AND 2.0 FT
 LG0754'(0.6 M) EAST FROM A WITNESS POST.  A LENGTH OF REBAR WAS DRIVEN
 LG0754'ALONGSIDE THE MARK.
 LG0754
 LG0754                          STATION RECOVERY (1997)
 LG0754
 LG0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LG0754'THE STATION IS LOCATED ABOUT 18 KM (11.20 MI) NORTH-NORTHEAST OF
 LG0754'MARYSVILLE, 5 KM (3.10 MI) NORTHEAST OF OKETO, IN GRASS NEAR THE EDGE
 LG0754'OF A CURVE AND IN THE ROAD RIGHT-OF-WAY.  OWNERSHIP--KANSAS DEPARTMENT
 LG0754'OF TRANSPORTATION.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 LG0754'STATE HIGHWAY 233 ABOUT 13 KM (8.05 MI) NORTH OF MARYSVILLE, GO EAST
 LG0754'ON HIGHWAY 233 FOR 5.47 KM (3.40 MI) TO THE END OF HIGHWAY 233 AT THE
 LG0754'SOUTH CITY LIMITS FOR OKETO.  CONTINUE AHEAD, NORTH ON CENTER STREET
 LG0754'FOR 0.16 KM (0.10 MI) TO THE END OF PAVEMENT ON THE NORTH SIDE OF
 LG0754'OKETO.  CONTINUE AHEAD, NORTHERLY ON THE GRAVEL ROAD FOR 4.91 KM (3.05
 LG0754'MI) TO THE STATION ON THE LEFT, AT THE START OF A CURVE IN THE ROAD.
 LG0754'THE STATION IS SET IN THE TOP OF A 60 CM ROUND CONCRETE POST SET FLUSH
 LG0754'WITH THE GROUND.  IT IS 9.1 M (29.9 FT) WEST-NORTHWEST OF THE ROAD
 LG0754'CENTER AT A CURVE, 5.3 M (17.4 FT) EAST OF A STEEL WITNESS POST, 1.6 M
 LG0754'(5.2 FT) WEST OF THE EXTENSION OF THE NORTH-SOUTH ROAD AND 0.6 M (2.0
 LG0754'FT) EAST OF A FIBERGLASS WITNESS POST.
 LG0754
 LG0754                          STATION RECOVERY (2000)
 LG0754
 LG0754'RECOVERY NOTE BY NEBRASKA ROADS DEPARTMENT 2000 (JAO)
 LG0754'RECOVERED AS DESCRIBED.
 LG0754
 LG0754                          STATION RECOVERY (2002)
 LG0754
 LG0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 LG0754'RECOVERED AS DESCRIBED.
 LG0754' 
 LG0754' 
 LG0754'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0799 ***********************************************************************
 HH0799  DESIGNATION -  ELKHART AT PLUS SF RR WATER TK
 HH0799  PID         -  HH0799
 HH0799  STATE/COUNTY-  KS/MORTON
 HH0799  USGS QUAD   -  ELKHART NORTH (1973)
 HH0799
 HH0799                         *CURRENT SURVEY CONTROL
 HH0799  ___________________________________________________________________
 HH0799* NAD 83(1997)-  37 00 05.02714(N)    101 53 24.95421(W)     ADJUSTED  
 HH0799* NAVD 88     -                                                        
 HH0799  ___________________________________________________________________
 HH0799  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 HH0799  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 HH0799
 HH0799  HORZ ORDER  -  THIRD
 HH0799
 HH0799.The horizontal coordinates were established by classical geodetic methods
 HH0799.and adjusted by the National Geodetic Survey in October 1998..
 HH0799
 HH0799
 HH0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0799
 HH0799.The geoid height was determined by GEOID03.
 HH0799
 HH0799;                    North         East     Units Scale Factor Converg.
 HH0799;SPC KS S     -   442,636.975    98,279.932   MT  1.00006272   -2 05 00.3
 HH0799;SPC OK N     -   229,010.034   253,802.246   MT  1.00005126   -2 17 45.0
 HH0799;SPC OK N     -   751,343.75    832,682.87   sFT  1.00005126   -2 17 45.0
 HH0799;UTM  14      - 4,098,933.240   242,809.957   MT  1.00041495   -1 44 25.5
 HH0799
 HH0799                          SUPERSEDED SURVEY CONTROL
 HH0799
 HH0799  NAD 83(1997)-  37 00 05.02676(N)    101 53 24.95396(W) AD(       ) 4
 HH0799  NAD 83(1997)-  37 00 05.03603(N)    101 53 24.94288(W) AD(       ) 4
 HH0799  NAD 83(1986)-  37 00 05.03742(N)    101 53 24.94090(W) AD(       ) 4
 HH0799  NAD 27      -  37 00 04.95178(N)    101 53 23.35362(W) AD(       ) 3
 HH0799
 HH0799.Superseded values are not recommended for survey control.
 HH0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0799.See file dsdata.txt to determine how the superseded data were derived.
 HH0799
 HH0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4281098933(NAD 83)
 HH0799_MARKER: 51 = TANK
 HH0799_SETTING: 0 = UNSPECIFIED SETTING
 HH0799
 HH0799  HISTORY     - Date     Condition        Report By
 HH0799  HISTORY     - 1934     FIRST OBSERVED   CGS
 HH0799
 HH0799                          STATION DESCRIPTION
 HH0799
 HH0799'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0440 ***********************************************************************
 HH0440  DESIGNATION -  ELKHART AZ MK
 HH0440  PID         -  HH0440
 HH0440  STATE/COUNTY-  KS/MORTON
 HH0440  USGS QUAD   -  ELKHART NORTH (1973)
 HH0440
 HH0440                         *CURRENT SURVEY CONTROL
 HH0440  ___________________________________________________________________
 HH0440* NAD 83(1986)-  37 00 53.     (N)    101 53 57.     (W)     SCALED    
 HH0440* NAVD 88     -      1100.268  (meters)    3609.80   (feet)  ADJUSTED  
 HH0440  ___________________________________________________________________
 HH0440  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 HH0440  DYNAMIC HT  -        1099.137 (meters)    3606.09  (feet)  COMP
 HH0440  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 HH0440
 HH0440  VERT ORDER  -  SECOND    CLASS 0
 HH0440
 HH0440.The horizontal coordinates were scaled from a topographic map and have
 HH0440.an estimated accuracy of +/- 6 seconds.
 HH0440
 HH0440.The orthometric height was determined by differential leveling
 HH0440.and adjusted by the National Geodetic Survey in June 1991..
 HH0440
 HH0440.The geoid height was determined by GEOID03.
 HH0440
 HH0440.The dynamic height is computed by dividing the NAVD 88
 HH0440.geopotential number by the normal gravity value computed on the
 HH0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0440.degrees latitude (g = 980.6199 gals.).
 HH0440
 HH0440.The modeled gravity was interpolated from observed gravity values.
 HH0440
 HH0440;                    North         East    Units  Estimated Accuracy
 HH0440;SPC KS S     -   444,140.       97,540.      MT  (+/- 180 meters Scaled)
 HH0440
 HH0440                          SUPERSEDED SURVEY CONTROL
 HH0440
 HH0440  NGVD 29 (??/??/92) 1099.801  (m)         3608.26   (f) ADJ UNCH    2 0
 HH0440
 HH0440.Superseded values are not recommended for survey control.
 HH0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0440.See file dsdata.txt to determine how the superseded data were derived.
 HH0440
 HH0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG420004(NAD 83)
 HH0440_MARKER: DZ = AZIMUTH MARK DISK
 HH0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0440_STAMPING: ELKHART AZIMUTH 1934
 HH0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0440+STABILITY: SURFACE MOTION
 HH0440
 HH0440  HISTORY     - Date     Condition        Report By
 HH0440  HISTORY     - 1934     MONUMENTED       CGS
 HH0440  HISTORY     - 19730511 MARK NOT FOUND   USGS
 HH0440
 HH0440                          STATION DESCRIPTION
 HH0440
 HH0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0440'0.5 MI N FROM ELKHART.
 HH0440'ABOUT 0.5 MILE NORTH ALONG STATE HIGHWAY 27 FROM THE HIGH SCHOOL
 HH0440'AT ELKHART, MORTON COUNTY, ABOUT 150 FEET SOUTH OF THE CENTER
 HH0440'OF THE CROSSING OF THE OLD HIGHWAY, ABOUT 58 FEET EAST OF THE
 HH0440'CENTER LINE OF THE OLD HIGHWAY, ABOUT 85 FEET EAST OF A ROW
 HH0440'OF POLES, AND 10 FEET EAST OF A FENCE CORNER.  A STANDARD
 HH0440'REFERENCE-MARK DISK, STAMPED ELKHART AZIMUTH 1934 AND SET IN
 HH0440'THE TOP OF A CONCRETE POST.
 HH0440
 HH0440                          STATION RECOVERY (1973)
 HH0440
 HH0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEB)
 HH0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0798 ***********************************************************************
 HH0798  DESIGNATION -  ELKHART GRADE SCHOOL CUPOLA
 HH0798  PID         -  HH0798
 HH0798  STATE/COUNTY-  KS/MORTON
 HH0798  USGS QUAD   -  ELKHART NORTH (1973)
 HH0798
 HH0798                         *CURRENT SURVEY CONTROL
 HH0798  ___________________________________________________________________
 HH0798* NAD 83(1997)-  37 00 15.18230(N)    101 53 49.85689(W)     ADJUSTED  
 HH0798* NAVD 88     -                                                        
 HH0798  ___________________________________________________________________
 HH0798  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 HH0798  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 HH0798
 HH0798  HORZ ORDER  -  THIRD
 HH0798
 HH0798.The horizontal coordinates were established by classical geodetic methods
 HH0798.and adjusted by the National Geodetic Survey in October 1998..
 HH0798
 HH0798
 HH0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0798
 HH0798.The geoid height was determined by GEOID03.
 HH0798
 HH0798;                    North         East     Units Scale Factor Converg.
 HH0798;SPC KS S     -   442,972.250    97,675.987   MT  1.00006194   -2 05 15.6
 HH0798;SPC OK N     -   229,347.541   253,199.554   MT  1.00005198   -2 17 59.7
 HH0798;SPC OK N     -   752,451.06    830,705.54   sFT  1.00005198   -2 17 59.7
 HH0798;UTM  14      - 4,099,265.010   242,203.801   MT  1.00041879   -1 44 40.9
 HH0798
 HH0798                          SUPERSEDED SURVEY CONTROL
 HH0798
 HH0798  NAD 83(1997)-  37 00 15.18192(N)    101 53 49.85664(W) AD(       ) 4
 HH0798  NAD 83(1997)-  37 00 15.19111(N)    101 53 49.84550(W) AD(       ) 4
 HH0798  NAD 83(1986)-  37 00 15.19252(N)    101 53 49.84352(W) AD(       ) 4
 HH0798  NAD 27      -  37 00 15.10678(N)    101 53 48.25438(W) AD(       ) 3
 HH0798
 HH0798.Superseded values are not recommended for survey control.
 HH0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0798.See file dsdata.txt to determine how the superseded data were derived.
 HH0798
 HH0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4220499265(NAD 83)
 HH0798_MARKER: 86 = CUPOLA
 HH0798_SETTING: 0 = UNSPECIFIED SETTING
 HH0798
 HH0798  HISTORY     - Date     Condition        Report By
 HH0798  HISTORY     - 1934     FIRST OBSERVED   CGS
 HH0798
 HH0798                          STATION DESCRIPTION
 HH0798
 HH0798'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0801 ***********************************************************************
 HH0801  DESIGNATION -  ELKHART HIGH SCHOOL STACK
 HH0801  PID         -  HH0801
 HH0801  STATE/COUNTY-  KS/MORTON
 HH0801  USGS QUAD   -  ELKHART NORTH (1973)
 HH0801
 HH0801                         *CURRENT SURVEY CONTROL
 HH0801  ___________________________________________________________________
 HH0801* NAD 83(1997)-  37 00 28.48982(N)    101 54 17.19617(W)     ADJUSTED  
 HH0801* NAVD 88     -                                                        
 HH0801  ___________________________________________________________________
 HH0801  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 HH0801  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 HH0801
 HH0801  HORZ ORDER  -  THIRD
 HH0801
 HH0801.The horizontal coordinates were established by classical geodetic methods
 HH0801.and adjusted by the National Geodetic Survey in October 1998..
 HH0801
 HH0801
 HH0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0801
 HH0801.The geoid height was determined by GEOID03.
 HH0801
 HH0801;                    North         East     Units Scale Factor Converg.
 HH0801;SPC KS S     -   443,406.887    97,015.434   MT  1.00006093   -2 05 32.4
 HH0801;SPC OK N     -   229,784.617   252,540.621   MT  1.00005292   -2 18 15.8
 HH0801;SPC OK N     -   753,885.03    828,543.69   sFT  1.00005292   -2 18 15.8
 HH0801;UTM  14      - 4,099,695.841   241,540.421   MT  1.00042301   -1 44 57.9
 HH0801
 HH0801                          SUPERSEDED SURVEY CONTROL
 HH0801
 HH0801  NAD 83(1997)-  37 00 28.48945(N)    101 54 17.19593(W) AD(       ) 4
 HH0801  NAD 83(1997)-  37 00 28.49854(N)    101 54 17.18470(W) AD(       ) 4
 HH0801  NAD 83(1986)-  37 00 28.49998(N)    101 54 17.18273(W) AD(       ) 4
 HH0801  NAD 27      -  37 00 28.41412(N)    101 54 15.59158(W) AD(       ) 3
 HH0801
 HH0801.Superseded values are not recommended for survey control.
 HH0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0801.See file dsdata.txt to determine how the superseded data were derived.
 HH0801
 HH0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4154099696(NAD 83)
 HH0801_MARKER: 63 = STACK
 HH0801_SETTING: 0 = UNSPECIFIED SETTING
 HH0801
 HH0801  HISTORY     - Date     Condition        Report By
 HH0801  HISTORY     - 1934     FIRST OBSERVED   CGS
 HH0801
 HH0801                          STATION DESCRIPTION
 HH0801
 HH0801'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0800 ***********************************************************************
 HH0800  DESIGNATION -  ELKHART MUNICIPAL STANDPIPE
 HH0800  PID         -  HH0800
 HH0800  STATE/COUNTY-  KS/MORTON
 HH0800  USGS QUAD   -  ELKHART NORTH (1973)
 HH0800
 HH0800                         *CURRENT SURVEY CONTROL
 HH0800  ___________________________________________________________________
 HH0800* NAD 83(1997)-  37 00 02.36910(N)    101 53 55.80946(W)     ADJUSTED  
 HH0800* NAVD 88     -                                                        
 HH0800  ___________________________________________________________________
 HH0800  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 HH0800  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 HH0800
 HH0800  HORZ ORDER  -  THIRD
 HH0800
 HH0800.The horizontal coordinates were established by classical geodetic methods
 HH0800.and adjusted by the National Geodetic Survey in October 1998..
 HH0800
 HH0800
 HH0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0800
 HH0800.The geoid height was determined by GEOID03.
 HH0800
 HH0800;                    North         East     Units Scale Factor Converg.
 HH0800;SPC KS S     -   442,582.856    97,514.507   MT  1.00006292   -2 05 19.2
 HH0800;SPC OK N     -   228,958.753   253,036.634   MT  1.00005107   -2 18 03.2
 HH0800;SPC OK N     -   751,175.51    830,171.02   sFT  1.00005107   -2 18 03.2
 HH0800;UTM  14      - 4,098,874.518   242,044.599   MT  1.00041981   -1 44 44.0
 HH0800
 HH0800                          SUPERSEDED SURVEY CONTROL
 HH0800
 HH0800  NAD 83(1997)-  37 00 02.36866(N)    101 53 55.80925(W) AD(       ) 4
 HH0800  NAD 83(1997)-  37 00 02.37755(N)    101 53 55.79803(W) AD(       ) 4
 HH0800  NAD 83(1986)-  37 00 02.37843(N)    101 53 55.79747(W) AD(       ) 4
 HH0800  NAD 27      -  37 00 02.29636(N)    101 53 54.20081(W) AD(       ) 3
 HH0800
 HH0800.Superseded values are not recommended for survey control.
 HH0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0800.See file dsdata.txt to determine how the superseded data were derived.
 HH0800
 HH0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4204598875(NAD 83)
 HH0800_MARKER: 52 = STANDPIPE TANK
 HH0800_SETTING: 0 = UNSPECIFIED SETTING
 HH0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HH0800+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 HH0800
 HH0800  HISTORY     - Date     Condition        Report By
 HH0800  HISTORY     - 1934     FIRST OBSERVED   CGS
 HH0800  HISTORY     - 1987     GOOD             NOS
 HH0800  HISTORY     - 20040822 GOOD             USPSQD
 HH0800
 HH0800                          STATION DESCRIPTION
 HH0800
 HH0800'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HH0800'RECOVERED BY JWB IN GOOD CONDITION.
 HH0800
 HH0800                          STATION RECOVERY (2004)
 HH0800
 HH0800'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HH0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1035 ***********************************************************************
 HH1035  DESIGNATION -  ELKHART MUNICIPAL TANK
 HH1035  PID         -  HH1035
 HH1035  STATE/COUNTY-  KS/MORTON
 HH1035  USGS QUAD   -  ELKHART NORTH (1973)
 HH1035
 HH1035                         *CURRENT SURVEY CONTROL
 HH1035  ___________________________________________________________________
 HH1035* NAD 83(1997)-  37 00 08.53213(N)    101 53 59.54762(W)     ADJUSTED  
 HH1035* NAVD 88     -                                                        
 HH1035  ___________________________________________________________________
 HH1035  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 HH1035  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 HH1035
 HH1035  HORZ ORDER  -  THIRD
 HH1035
 HH1035.The horizontal coordinates were established by classical geodetic methods
 HH1035.and adjusted by the National Geodetic Survey in October 1998..
 HH1035
 HH1035
 HH1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1035
 HH1035.The geoid height was determined by GEOID03.
 HH1035
 HH1035;                    North         East     Units Scale Factor Converg.
 HH1035;SPC KS S     -   442,776.099    97,429.062   MT  1.00006245   -2 05 21.5
 HH1035;SPC OK N     -   229,152.309   252,951.907   MT  1.00005151   -2 18 05.4
 HH1035;SPC OK N     -   751,810.53    829,893.05   sFT  1.00005151   -2 18 05.4
 HH1035;UTM  14      - 4,099,067.315   241,957.968   MT  1.00042036   -1 44 46.5
 HH1035
 HH1035                          SUPERSEDED SURVEY CONTROL
 HH1035
 HH1035  NAD 83(1997)-  37 00 08.53169(N)    101 53 59.54742(W) AD(       ) 4
 HH1035  NAD 83(1997)-  37 00 08.54057(N)    101 53 59.53625(W) AD(       ) 4
 HH1035  NAD 83(1986)-  37 00 08.54367(N)    101 53 59.53312(W) AD(       ) 4
 HH1035  NAD 27      -  37 00 08.46013(N)    101 53 57.93739(W) AD(       ) 3
 HH1035
 HH1035.Superseded values are not recommended for survey control.
 HH1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1035.See file dsdata.txt to determine how the superseded data were derived.
 HH1035
 HH1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4195899067(NAD 83)
 HH1035_MARKER: 51 = TANK
 HH1035
 HH1035  HISTORY     - Date     Condition        Report By
 HH1035  HISTORY     - 1987     FIRST OBSERVED   NOS
 HH1035
 HH1035                          STATION DESCRIPTION
 HH1035
 HH1035'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HH1035'THE STATION IS LOCATED IN THE CENTER OF ELKHART KANSAS.
 HH1035'
 HH1035'THE STATION CAN BE REACHED BY TRUCK.
 HH1035'
 HH1035'THE POINT INTERSECTED WAS THE VENT ATOP THE CENTER OF THE
 HH1035'SILVER TANK.  THE TANK IS SUPPORTED BY FOUR LEGS AND HAS TWO ANTENNA
 HH1035'AND A OBSTRUCTION LIGHT ON TOP.
 HH1035'
 HH1035'DESCRIBED BY JWB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0444 ***********************************************************************
 HH0444  DESIGNATION -  ELKHART RESET
 HH0444  PID         -  HH0444
 HH0444  STATE/COUNTY-  KS/MORTON
 HH0444  USGS QUAD   -  ELKHART NORTH (1973)
 HH0444
 HH0444                         *CURRENT SURVEY CONTROL
 HH0444  ___________________________________________________________________
 HH0444* NAD 83(1997)-  37 01 08.67163(N)    101 53 56.26834(W)     ADJUSTED  
 HH0444* NAVD 88     -      1090.     (meters)    3576.     (feet)  SCALED    
 HH0444  ___________________________________________________________________
 HH0444  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 HH0444  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 HH0444
 HH0444  HORZ ORDER  -  FIRST
 HH0444
 HH0444.The horizontal coordinates were established by classical geodetic methods
 HH0444.and adjusted by the National Geodetic Survey in October 1998..
 HH0444
 HH0444.The orthometric height was scaled from a topographic map.
 HH0444
 HH0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0444
 HH0444.The geoid height was determined by GEOID03.
 HH0444
 HH0444;                    North         East     Units Scale Factor Converg.
 HH0444;SPC KS S     -   444,625.955    97,577.668   MT  1.00005788   -2 05 19.5
 HH0444;SPC OK N     -   231,001.589   253,107.361   MT  1.00005580   -2 18 03.5
 HH0444;SPC OK N     -   757,877.71    830,403.07   sFT  1.00005580   -2 18 03.5
 HH0444;UTM  14      - 4,100,918.692   242,095.555   MT  1.00041948   -1 44 46.9
 HH0444
 HH0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0444!SPC KS S     -   0.99983281  x   1.00005788  =   0.99989068
 HH0444!SPC OK N     -   0.99983281  x   1.00005580  =   0.99988861
 HH0444!UTM  14      -   0.99983281  x   1.00041948  =   1.00025222
 HH0444
 HH0444|---------------------------------------------------------------------|
 HH0444| PID    Reference Object                     Distance      Geod. Az  |
 HH0444|                                                           dddmmss.s |
 HH0444| HH0442 ELKHART RM 1                         44.050 METERS 00017     |
 HH0444| CM8033 ELKHART AZ MK 2                                    1771353.0 |
 HH0444| HH0800 ELKHART MUNICIPAL STANDPIPE         APPROX. 2.0 KM 1794055.0 |
 HH0444| HH0440 ELKHART AZ MK                                      1800248.5 |
 HH0444| CM8034 ELKHART RM 3                         19.725 METERS 20613     |
 HH0444| HH0441 ELKHART RM 2                         38.640 METERS 26907     |
 HH0444| CM8035 ELKHART RM 4                         29.169 METERS 33725     |
 HH0444|---------------------------------------------------------------------|
 HH0444
 HH0444                          SUPERSEDED SURVEY CONTROL
 HH0444
 HH0444  NAD 83(1997)-  37 01 08.67115(N)    101 53 56.26808(W) AD(       ) 1
 HH0444  NAD 83(1997)-  37 01 08.67996(N)    101 53 56.25685(W) AD(       ) 1
 HH0444  NAD 83(1986)-  37 01 08.68209(N)    101 53 56.25752(W) AD(       ) 1
 HH0444
 HH0444.Superseded values are not recommended for survey control.
 HH0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0444.See file dsdata.txt to determine how the superseded data were derived.
 HH0444
 HH0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4209600919(NAD 83)
 HH0444_MARKER: DB = BENCH MARK DISK
 HH0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0444_STAMPING: ELKHART 1934 1965
 HH0444_PROJECTION: RECESSED 30 CENTIMETERS
 HH0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0444+STABILITY: SURFACE MOTION
 HH0444
 HH0444  HISTORY     - Date     Condition        Report By
 HH0444  HISTORY     - 1965     MONUMENTED       CGS
 HH0444  HISTORY     - 1965     GOOD             NGS
 HH0444  HISTORY     - 1965     SEE DESCRIPTION  CGS
 HH0444  HISTORY     - 1973     SEE DESCRIPTION  USGS
 HH0444  HISTORY     - 1987     GOOD             NOS
 HH0444
 HH0444                          STATION DESCRIPTION
 HH0444
 HH0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HH0444'1 MI N FROM ELKHART.
 HH0444'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 27 FROM ITS JUNCTION
 HH0444'WITH MORTON AVENUE IN ELKHART TO THE VFW BUILDING ON THE LEFT
 HH0444'AND THE STATION ON THE RIGHT, 70 FEET EAST OF THE CENTER LINE
 HH0444'OF THE HIGHWAY, 60 FEET NORTH OF A PROJECTING LINE OF THE NORTH
 HH0444'SIDE OF THE VFW BUILDING, AND SET IN THE TOP OF A ROUND CONCRETE
 HH0444'POST ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0444
 HH0444                          STATION RECOVERY (1965)
 HH0444
 HH0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 HH0444'THE STATION SURFACE MARK WAS RECOVERED AND THE MARK WAS TILTED.
 HH0444'THE UNDERGROUND MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 HH0444'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 HH0444'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 HAVE BEEN DESTROYED.
 HH0444'
 HH0444'A NEW SURFACE MARK WAS PLACED DIRECTLY OVER THE UNDERGROUND
 HH0444'MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4 WERE SET BY
 HH0444'THIS PARTY.
 HH0444'
 HH0444'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HH0444'
 HH0444'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF ELKHART, IN A
 HH0444'CULTIVATED FIELD, IN SECTION 9, T 35 S, R 42 W, AND ON THE EAST
 HH0444'SIDE OF STATE HIGHWAY 27.
 HH0444'
 HH0444'TO REACH THE STATION FROM THE JUNCTION OF MORTON AVENUE AND
 HH0444'STATE HIGHWAY 27 IN ELKHART, GO NORTH ON STATE HIGHWAY 27 FOR
 HH0444'1.0 MILE TO THE VFW BUILDING ON THE LEFT AND THE STATION ON THE
 HH0444'RIGHT.
 HH0444'
 HH0444'THE STATION SURFACE MARK IS STAMPED ELKHART 1934 1965, SET IN
 HH0444'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 12 INCHES BELOW
 HH0444'THE SURFACE OF THE GROUND.  IT IS 70 FEET EAST OF THE CENTER LINE
 HH0444'OF STATE HIGHWAY 27 AND 60 FEET NORTH OF A PROJECTING LINE OF
 HH0444'THE NORTH SIDE OF THE VFW BUILDING.  THE UNDERGROUND DISK IS
 HH0444'SET IN AN IRREGULAR MAS OF CONCRETE 36 INCHES BELOW THE SURFACE
 HH0444'OF THE GROUND.  IT IS STAMPED ELKHART 1934.
 HH0444'
 HH0444'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ELKHART NO 3
 HH0444'1934, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 HH0444'PROJECTS 3 INCHES.  IT IS 37 FEET EAST OF THE CENTER LINE OF
 HH0444'STATE HIGHWAY 27 AND 1.5 FEET NORTH OF A POWER LINE POLE.
 HH0444'
 HH0444'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ELKHART NO 4 1934,
 HH0444'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 HH0444'4 INCHES.  IT IS 37 FEET EAST OF THE CENTER LINE OF STATE
 HH0444'HIGHWAY 27 AND 1 FOOT SOUTH OF A TELEPHONE POLE.
 HH0444'
 HH0444'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED ELKHART
 HH0444'AZIMUTH 1934, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 HH0444'WHICH PROJECTS 14 INCHES.  IT IS AT THE SOUTHWEST CORNER OF
 HH0444'A CULTIVATED FIELD, 37 FEET EAST OF THE CENTER OF A SURFACED
 HH0444'ROAD, 13.5 FEET EAST OF A POWER LINE POLE WITH A TRANSFORMER,
 HH0444'1.5 FEET NORTHEAST OF A IRON PIPE WHICH PROJECTS ABOUT 5 FEET,
 HH0444'AND 1 FOOT NORTH OF AN ALUMINIUM FENCE.
 HH0444'
 HH0444'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 HH0444'HIGHWAY 27 FOR 0.3 MILE TO A ROAD FORK.  LEAVE STATE HIGHWAY
 HH0444'27 AND GO SOUTH ON A SURFACED ROAD FOR 0.05 MILE TO THE AZIMUTH
 HH0444'MARK ON THE LEFT.
 HH0444
 HH0444                          STATION RECOVERY (1973)
 HH0444
 HH0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JEB)
 HH0444'NOTE--REPORTED DESTROYED.
 HH0444'
 HH0444'NOT FOUND
 HH0444
 HH0444                          STATION RECOVERY (1987)
 HH0444
 HH0444'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HH0444'THE STATION WAS RECOVERED AT THIS DATE.
 HH0444'STATION AND RM3 AND RM4 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HH0444'AZ MK SEARCHED FOR BUT NOT FOUND AND IS BELEIVED DESTROYED.
 HH0444'
 HH0444'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 HH0444'
 HH0444'RECOVERED BY JWB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1036 ***********************************************************************
 HH1036  DESIGNATION -  ELKHART SCAT COM MAST
 HH1036  PID         -  HH1036
 HH1036  STATE/COUNTY-  KS/MORTON
 HH1036  USGS QUAD   -  ELKHART NORTH (1973)
 HH1036
 HH1036                         *CURRENT SURVEY CONTROL
 HH1036  ___________________________________________________________________
 HH1036* NAD 83(1997)-  37 00 01.21297(N)    101 54 31.14676(W)     ADJUSTED  
 HH1036* NAVD 88     -                                                        
 HH1036  ___________________________________________________________________
 HH1036  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 HH1036  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 HH1036
 HH1036  HORZ ORDER  -  THIRD
 HH1036
 HH1036.The horizontal coordinates were established by classical geodetic methods
 HH1036.and adjusted by the National Geodetic Survey in October 1998..
 HH1036
 HH1036
 HH1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1036
 HH1036.The geoid height was determined by GEOID03.
 HH1036
 HH1036;                    North         East     Units Scale Factor Converg.
 HH1036;SPC KS S     -   442,579.129    96,640.007   MT  1.00006301   -2 05 41.0
 HH1036;SPC OK N     -   228,958.263   252,162.137   MT  1.00005099   -2 18 24.0
 HH1036;SPC OK N     -   751,173.90    827,301.94   sFT  1.00005099   -2 18 24.0
 HH1036;UTM  14      - 4,098,865.550   241,169.823   MT  1.00042538   -1 45 05.2
 HH1036
 HH1036                          SUPERSEDED SURVEY CONTROL
 HH1036
 HH1036  NAD 83(1997)-  37 00 01.21253(N)    101 54 31.14657(W) AD(       ) 4
 HH1036  NAD 83(1997)-  37 00 01.22135(N)    101 54 31.13529(W) AD(       ) 4
 HH1036  NAD 83(1986)-  37 00 01.22455(N)    101 54 31.13170(W) AD(       ) 4
 HH1036  NAD 27      -  37 00 01.14087(N)    101 54 29.53421(W) AD(       ) 3
 HH1036
 HH1036.Superseded values are not recommended for survey control.
 HH1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1036.See file dsdata.txt to determine how the superseded data were derived.
 HH1036
 HH1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF4117098866(NAD 83)
 HH1036_MARKER: 42 = RADIO/TV MAST
 HH1036
 HH1036  HISTORY     - Date     Condition        Report By
 HH1036  HISTORY     - 1987     FIRST OBSERVED   NOS
 HH1036
 HH1036                          STATION DESCRIPTION
 HH1036
 HH1036'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HH1036'THE STATION IS LOCATED IN THE SOUTHWEST SIDE OF ELKHART KANSAS.
 HH1036'
 HH1036'THE STATION CAN BE REACHED BY TRUCK.
 HH1036'
 HH1036'THE POINT INTERSECTED WAS THE OBSTRUCTION LIGHT ATOP THE CENTER
 HH1036'OF THE MAST.  THE MAST IS A SKELETON STEEL MAST PAINTED ALTERNATE
 HH1036'RED AND WHITE.  THE MAST IS OWNED BY SCAT COMMUNICATIONS OF LIBERAL
 HH1036'KANSAS.
 HH1036'
 HH1036'DESCRIBED BY JWB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0681 ***********************************************************************
 JG0681  DESIGNATION -  ELKHORNE
 JG0681  PID         -  JG0681
 JG0681  STATE/COUNTY-  KS/ELLSWORTH
 JG0681  USGS QUAD   -  WESTFALL SW (1979)
 JG0681
 JG0681                         *CURRENT SURVEY CONTROL
 JG0681  ___________________________________________________________________
 JG0681* NAD 83(1997)-  38 50 29.87936(N)    098 11 49.21271(W)     ADJUSTED  
 JG0681* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 JG0681  ___________________________________________________________________
 JG0681  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 JG0681  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 JG0681
 JG0681  HORZ ORDER  -  THIRD
 JG0681
 JG0681.The horizontal coordinates were established by classical geodetic methods
 JG0681.and adjusted by the National Geodetic Survey in October 1998..
 JG0681
 JG0681.The orthometric height was scaled from a topographic map.
 JG0681
 JG0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0681
 JG0681.The geoid height was determined by GEOID03.
 JG0681
 JG0681;                    North         East     Units Scale Factor Converg.
 JG0681;SPC KS N     -    56,445.260   382,896.634   MT  0.99998218   -0 07 28.7
 JG0681;UTM  14      - 4,299,508.965   569,688.099   MT  0.99965980   +0 30 13.1
 JG0681
 JG0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0681!SPC KS N     -   0.99991696  x   0.99998218  =   0.99989914
 JG0681!UTM  14      -   0.99991696  x   0.99965980  =   0.99957678
 JG0681
 JG0681|---------------------------------------------------------------------|
 JG0681| PID    Reference Object                     Distance      Geod. Az  |
 JG0681|                                                           dddmmss.s |
 JG0681| CK8617 ELKHORNE RM 1                         8.831 METERS 10726     |
 JG0681| JG0694 ELLSWORTH MUNICIPAL TANK            APPROX.12.1 KM 1944825.9 |
 JG0681| CK8618 ELKHORNE RM 2                         9.548 METERS 25136     |
 JG0681| JG0718 WILSON MUNICIPAL TANK               APPROX.24.2 KM 2660049.3 |
 JG0681| CK8616 ELKHORNE AZ MK                                     2695644.0 |
 JG0681|---------------------------------------------------------------------|
 JG0681
 JG0681                          SUPERSEDED SURVEY CONTROL
 JG0681
 JG0681  NAD 83(1986)-  38 50 29.88744(N)    098 11 49.21306(W) AD(       ) 3
 JG0681  NAD 27      -  38 50 29.85500(N)    098 11 48.01700(W) AD(       ) 3
 JG0681
 JG0681.Superseded values are not recommended for survey control.
 JG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0681.See file dsdata.txt to determine how the superseded data were derived.
 JG0681
 JG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6968899509(NAD 83)
 JG0681_MARKER: DS = TRIANGULATION STATION DISK
 JG0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0681
 JG0681  HISTORY     - Date     Condition        Report By
 JG0681  HISTORY     - 1952     MONUMENTED       CGS
 JG0681  HISTORY     - 1955     GOOD             CGS
 JG0681  HISTORY     - 1963     GOOD             CGS
 JG0681  HISTORY     - 1964     GOOD             LOCENG
 JG0681  HISTORY     - 1983     GOOD             KSDT
 JG0681
 JG0681                          STATION DESCRIPTION
 JG0681
 JG0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0681'THE STATION IS IN SECTION 10, T 14 S, R 8 W, AT THE HEAD OF
 JG0681'ELKHORNE CREEK, ABOUT 8 MILES NORTH OF ELLSWORTH, 2 MILES SOUTH
 JG0681'OF THE ELLSWORTH-LINCOLN COUNTY LINE, 32 FEET NORTH OF THE
 JG0681'CENTER OF STATE HIGHWAY 14 AND 10 FEET NORTHEAST OF A 4 X 4 INCH
 JG0681'WITNESS POST.
 JG0681'
 JG0681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 JG0681'STATE HIGHWAY 14 AT THE NORTHEAST EDGE OF ELLSWORTH, GO NORTH
 JG0681'ON STATE HIGHWAY 14 FOR 7.0 MILES TO A POINT WHERE THE MAIN
 JG0681'ROAD TURNS RIGHT, TURN RIGHT AND GO EAST ON THE HIGHWAY FOR 1.3
 JG0681'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 JG0681'EAST FOR 0.2 MILE TO THE STATION ON THE LEFT.
 JG0681'
 JG0681'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JG0681'STAMPED ELKHORNE 1952.
 JG0681'
 JG0681'REFERENCE MARK 1 IS 23 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 JG0681'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED ELKHORNE
 JG0681'NO 1 1952.
 JG0681'
 JG0681'REFERENCE MARK 2 IS 22 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 JG0681'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ELKHORNE
 JG0681'NO 2 1952.
 JG0681'
 JG0681'THE AZIMUTH MARK IS 23 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 JG0681'4 FEET NORTHEAST OF A 4 X 4 INCH WITNESS POST AND 2 FEET EAST
 JG0681'OF A TELEPHONE POLE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 JG0681'IS STAMPED ELKHORNE 1952.
 JG0681
 JG0681                          STATION RECOVERY (1955)
 JG0681
 JG0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 JG0681'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JG0681'GOOD CONDITION.  A NEW TO REACH DESCRIPTION FOLLOWS BECAUSE STATE
 JG0681'HIGHWAY 14 WHICH IS BEING IMPROVED, IS BEING REROUTED IN THIS
 JG0681'AREA.
 JG0681'
 JG0681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 JG0681'STATE HIGHWAY 14 AT THE NORTHEAST EDGE OF ELLSWORTH, GO NORTH ON
 JG0681'STATE HIGHWAY 14 FOR 7.0 MILES TO A GRAVEL ROAD RIGHT (OLD
 JG0681'STATE HIGHWAY 14).  NEW STATE HIGHWAY 14 WILL CONTINUE NORTH
 JG0681'AT THIS POINT.  TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR
 JG0681'1.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 JG0681'GRAVEL ROAD FOR 0.2 MILE TO A FENCE CORNER AND THE STATION
 JG0681'MARK ON THE LEFT.
 JG0681
 JG0681                          STATION RECOVERY (1963)
 JG0681
 JG0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JG0681'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JG0681'IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 JG0681'CHECKED AND ADDITIONAL REFERENCE MEASUREMENTS AND ANGLES TO NEW
 JG0681'OBJECTS WERE MADE.  A COMPLETE DESCRIPTION FOLLOWS.
 JG0681'
 JG0681'STATION IS LOCATED ABOUT 8 MILES NORTH OF ELLSWORTH AND 2 MILES
 JG0681'SOUTH OF THE ELLSWORTH-LINCOLN COUNTY LINE IN SEC. 10, T 14 S.,
 JG0681'R 8 W. ALONG THE NORTH SIDE OF A GRAVEL ROAD AND ABOUT 1/2 MILE
 JG0681'SOUTH OF NEW INTERSTATE HIGHWAY 70, 61 FEET NORTH OF THE NORTHWEST
 JG0681'CORNER OF A STEEL STORM FENCE AROUND A CONCRETE BLOCK BUILDING,
 JG0681'153 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF SAME STORM
 JG0681'FENCE, 32 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 9 FEET
 JG0681'NORTH-NORTHEAST OF TELEPHONE POLE 16, 1.5 FEET WEST OF A
 JG0681'GUY POLE FOR A POWER LINE, AND 1 FOOT SOUTH OF A STEEL
 JG0681'WITNESS POST.  THE MARK IS 4 INCHES BELOW THE SURFACE OF THE
 JG0681'GROUND AND THE DISK IS STAMPED ELKHORNE 1952.
 JG0681'
 JG0681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 JG0681'STATE HIGHWAY 14 AT THE NORTHEAST EDGE OF ELLSWORTH, GO NORTH ON
 JG0681'STATE HIGHWAY 14 FOR 7.0 MILES TO CROSSROADS.  STATE HIGHWAY 14
 JG0681'CONTINUES NORTH.  TURN RIGHT AT CROSSROADS AND GO EAST ON A
 JG0681'GRAVEL ROAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 JG0681'DESCRIBED.  CONTINUE EAST ON GRAVEL ROAD FOR 0.2 MILE TO THE
 JG0681'STATION ON THE LEFT AS DESCRIBED.
 JG0681'
 JG0681'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 124 FEET
 JG0681'WEST-NORTHWEST OF THE NORTHEAST CORNER OF STEEL STORM FENCE
 JG0681'AROUND BLOCK BUILDING, 58 FEET NORTH-NORTHEAST OF THE NORTHWEST
 JG0681'CORNER OF SAME FENCE, AND 23 FEET NORTH OF THE CENTER OF GRAVEL
 JG0681'ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 JG0681'ELKHORNE NO 1 1952.
 JG0681'
 JG0681'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 59 FEET
 JG0681'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF STEEL STORM FENCE
 JG0681'AROUND CONCRETE BLOCK BUILDING, AND 22 FEET NORTH OF THE CENTER
 JG0681'OF GRAVEL ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JG0681'STAMPED ELKHORNE NO 2 1952.
 JG0681'
 JG0681'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION WEST OF THE STATION,
 JG0681'23 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 4 FEET NORTHEAST OF
 JG0681'A WHITE WITNESS POST, AND 2 FEET EAST OF A TELEPHONE POLE.
 JG0681'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ELKHORNE 1952.
 JG0681'
 JG0681'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JG0681
 JG0681                          STATION RECOVERY (1964)
 JG0681
 JG0681'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 (MGB)
 JG0681'RECOVERED BY NATURAL GAS PIPELINE.
 JG0681'
 JG0681'ALL MARKS WERE FOUND IN GOOD CONDITION.  STATION IS N-S FENCE
 JG0681'LINE NEAR STEEL FENCE POST MARKER, ON E-W ROAD BETWEEN SEC. 10 AND
 JG0681'15, T14S, R8W, ON N SIDE OF ROAD.  STAKED MICROWAVE TOWER, TO BE
 JG0681'200 FEET HIGH AT 180.7 FEET S AND 175 FEET W OF STATION.  TOWER
 JG0681'TO BE BUILT IN 1964 ON WEST SIDE OF OLD US RADAR STATION SITE.
 JG0681'
 JG0681'R.M. 1 IS E OF STATION AND AT S EDGE OF FIELD.  R.M. 2 IS W OF
 JG0681'STATION AT S EDGE OF FIELD.  AZIMUTH MARK IS APPROXIMATELY
 JG0681'800 FEET W OF STATION AT SOUTH EDGE OF FIELD.
 JG0681
 JG0681                          STATION RECOVERY (1983)
 JG0681
 JG0681'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983 (JHB)
 JG0681'STATION MARK ELKHORNE RECOVERED GOOD.  DESCRIPTION ADEQUATE.
 JG0681'
 JG0681'RM NO. 1 RECOVERED IN GOOD CONDITION.
 JG0681'
 JG0681'RM NO. 2 HAS BEEN HIT AND NOT IN GOOD CONDITION.
 JG0681'
 JG0681'AZM LOOKED FOR BUT NOT FOUND NO POST, NO TEL. POLES.
 JG0681'
 JG0681'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI. N ELLSWORTH, KS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0844 ***********************************************************************
 KF0844  DESIGNATION -  ELKINS
 KF0844  PID         -  KF0844
 KF0844  STATE/COUNTY-  KS/CLAY
 KF0844  USGS QUAD   -  WAKEFIELD (1964)
 KF0844
 KF0844                         *CURRENT SURVEY CONTROL
 KF0844  ___________________________________________________________________
 KF0844* NAD 83(1997)-  39 11 21.74355(N)    097 00 27.40442(W)     ADJUSTED  
 KF0844* NAVD 88     -       363.79   (+/-2cm)    1193.5    (feet)  VERTCON   
 KF0844  ___________________________________________________________________
 KF0844  LAPLACE CORR-         -10.96  (seconds)                    DEFLEC99
 KF0844  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 KF0844
 KF0844  HORZ ORDER  -  SECOND
 KF0844  VERT ORDER  -  THIRD ? (See Below)
 KF0844
 KF0844.The horizontal coordinates were established by classical geodetic methods
 KF0844.and adjusted by the National Geodetic Survey in October 1998..
 KF0844
 KF0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0844.The vertical order pertains to the NGVD 29 superseded value.
 KF0844
 KF0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0844
 KF0844.The geoid height was determined by GEOID03.
 KF0844
 KF0844;                    North         East     Units Scale Factor Converg.
 KF0844;SPC KS N     -    95,499.774   485,731.980   MT  0.99995742   +0 37 40.4
 KF0844;UTM  14      - 4,339,682.751   672,070.573   MT  0.99996457   +1 15 33.4
 KF0844
 KF0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0844!SPC KS N     -   0.99994742  x   0.99995742  =   0.99990485
 KF0844!UTM  14      -   0.99994742  x   0.99996457  =   0.99991200
 KF0844
 KF0844|---------------------------------------------------------------------|
 KF0844| PID    Reference Object                     Distance      Geod. Az  |
 KF0844|                                                           dddmmss.s |
 KF0844| CN9230 ELKINS RM 1                          18.497 METERS 04518     |
 KF0844| CN9231 ELKINS RM 2                          19.583 METERS 13708     |
 KF0844| CN9232 ELKINS RM 3                          19.718 METERS 13714     |
 KF0844| CN9229 ELKINS AZ MK                                       2820446.3 |
 KF0844| KF0846 WAKEFIELD TANK                      APPROX. 2.6 KM 3440322.5 |
 KF0844|---------------------------------------------------------------------|
 KF0844
 KF0844                          SUPERSEDED SURVEY CONTROL
 KF0844
 KF0844  NAD 83(1986)-  39 11 21.75081(N)    097 00 27.40337(W) AD(       ) 2
 KF0844  NAD 27      -  39 11 21.76600(N)    097 00 26.35600(W) AD(       ) 2
 KF0844  NGVD 29 (07/19/86)  363.67   (m)         1193.1    (f) LEVELING    3  
 KF0844
 KF0844.Superseded values are not recommended for survey control.
 KF0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0844.See file dsdata.txt to determine how the superseded data were derived.
 KF0844
 KF0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ7207139683(NAD 83)
 KF0844_MARKER: DS = TRIANGULATION STATION DISK
 KF0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0844
 KF0844  HISTORY     - Date     Condition        Report By
 KF0844  HISTORY     - 1947     MONUMENTED       CGS
 KF0844  HISTORY     - 1963     GOOD             CGS
 KF0844  HISTORY     - 1965     GOOD             CGS
 KF0844  HISTORY     - 1966     GOOD             CGS
 KF0844
 KF0844                          STATION DESCRIPTION
 KF0844
 KF0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0844'THE STATION IS ABOUT 1.5 MILES SOUTH OF THE TOWN OF WAKEFIELD,
 KF0844'1 MILE SOUTH OF THE ELKINS AIRPORT, 70 FEET NORTH OF THE CENTER
 KF0844'OF A DRIVEWAY, 60 FEET EAST OF THE CENTER OF THE HIGHWAY, AND
 KF0844'34 FEET EAST-NORTHEAST OF A FENCE CORNER.  IT IS IN THE FRONT
 KF0844'YARD OF MR. HOWARD E. ELKINS AND NEAR THE CENTER OF SEC. 8,
 KF0844'T. 10 S., R. 4 E.  IT IS SET FLUSH WITH THE GROUND AND IS
 KF0844'STAMPED ELKINS 1947.
 KF0844'
 KF0844'REFERENCE MARK NO. 1 IS AT THE SOUTH EDGE OF A CULTIVATED FIELD
 KF0844'AND 69.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH
 KF0844'WITH THE GROUND AND IS STAMPED ELKINS NO 1 1947.
 KF0844'
 KF0844'REFERENCE MARK NO. 2 IS 52 FEET NORTHEAST OF THE CENTER OF A
 KF0844'GATE AND 20.5 FEET NORTH OF THE CENTER OF A DRIVEWAY.  IT IS SET
 KF0844'FLUSH WITH THE GROUND AND IS STAMPED ELKINS NO 2 1947.
 KF0844'
 KF0844'AZIMUTH MARK IS 24 FEET SOUTH OF AN EAST-WEST GRADED ROAD, 5.5
 KF0844'FEET EAST-NORTHEAST OF A FENCE CORNER AND 5 FEET SOUTHEAST OF
 KF0844'A POWER LINE POLE.  IT PROJECTS 3 INCHES AND IS STAMPED ELKINS
 KF0844'1947.
 KF0844'
 KF0844'TO REACH THE STATION FROM THE MOBILGAS SERVICE STATION AT THE
 KF0844'INTERSECTION OF COUNTY ROUTE NO. 857 AND THE MAIN STREET IN
 KF0844'WAKEFIELD, GO SOUTH ON COUNTY ROUTE NO. 857 FOR 1.6 MILE TO THE
 KF0844'STATION ON THE LEFT AS DESCRIBED.
 KF0844'
 KF0844'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH, TOWARDS
 KF0844'WAKEFIELD, FOR 0.1 MILE, TURN LEFT, WEST, ON GRADED ROAD AND
 KF0844'GO 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KF0844'
 KF0844'A 74 FOOT SIGNAL AT PLEASANT IS VISIBLE AT 37 FEET.
 KF0844'
 KF0844'A 10 FOOT SIGNAL AT WILMER 2 1935 IS VISIBLE AT 15 FEET.
 KF0844'
 KF0844'A 4 FOOT SIGNAL AT HOWARD IS VISIBLE AT 15 FEET.
 KF0844'
 KF0844'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KF0844
 KF0844                          STATION RECOVERY (1963)
 KF0844
 KF0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0844'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KF0844'IN GOOD CONDITION.  THE COMPASS DIRECTIONS TO THE REFERENCE MARKS
 KF0844'WERE REVERSED AND THERE ARE ADDITIONAL REFERENCE MEASUREMENTS,
 KF0844'SO A COMPLETE DESCRIPTION FOLLOWS.
 KF0844'
 KF0844'STATION IS LOCATED ABOUT 1 AND 1/2 MILES SOUTH OF THE TOWN OF
 KF0844'WAKEFIELD NEAR THE CENTER OF SEC. 8, T 10 S., R 4 E, AND 70
 KF0844'FEET NORTH OF THE CENTER OF DRIVEWAY TO MR. HOWARD E. ELKINS
 KF0844'FARM BUILDINGS, AND IN THE TREE SHELTER ALONG THE NORTH SIDE OF
 KF0844'FARMYARD, 180 FEET NORTHWEST OF THE SOUTHEAST CORNER OF FRONT
 KF0844'PORCH ON THE ELKINS WHITE FRAME HOUSE, 58 FEET NORTH OF THE
 KF0844'NORTH CONCRETE POST FOR DRIVEWAY GATE, 60 FEET EAST OF THE
 KF0844'CENTER OF GRAVEL ROAD, 34 FEET EAST-NORTHEAST OF A SOUTHWEST
 KF0844'FENCE CORNER, 26 FEET EAST OF A FENCE, 21 FEET NORTH OF A
 KF0844'FENCE ALONG THE NORTH SIDE OF FARMYARD, AND 15 FEET SOUTH OF A
 KF0844'10-INCH CEDAR TREE.  THE MARK IS FLUSH WITH SURFACE OF
 KF0844'THE GROUND AND THE DISK IS STAMPED ELKINS 1947.
 KF0844'
 KF0844'TO REACH THE STATION FROM THE MOBILGAS SERVICE STATION IN
 KF0844'WAKEFIELD AT THE INTERSECTION OF COUNTY ROAD 857 AND MAIN STREET,
 KF0844'GO SOUTH ON COUNTY ROAD 857 FOR 1.6 MILES TO THE ELKINS FARM ON
 KF0844'THE LEFT AND THE STATION AS DESCRIBED.
 KF0844'
 KF0844'REFERENCE MARK NO. 1 IS 60.60 FEET NORTHEAST OF THE STATION
 KF0844'ALONG THE SOUTH EDGE OF CULTIVATED FIELD AND THE NORTH EDGE
 KF0844'OF TREE SHELTER, 70 FEET EAST OF A NORTH-SOUTH FENCE, AND 6
 KF0844'FEET WEST OF A 10-INCH CEDAR TREE.  THE MARK PROJECTS 1 INCH
 KF0844'AND THE DISK IS STAMPED ELKINS NO 1 1947.
 KF0844'
 KF0844'REFERENCE MARK NO. 2 IS 64.25 FEET SOUTHEAST OF THE STATION, 116
 KF0844'FEET NORTHWEST OF THE SOUTHEAST CORNER OF FRONT PORCH OF ELKINS
 KF0844'FARMHOUSE, 52 FEET EAST-NORTHEAST OF DRIVEWAY GATE, AND 20 FEET
 KF0844'NORTH OF THE CENTER OF DRIVEWAY.  THE MARK PROJECTS 1 INCH AND THE
 KF0844'DISK IS STAMPED ELKINS NO 2 1947.
 KF0844'
 KF0844'AZIMUTH MARK IS 0.6 MILE WEST-NORTHWEST OF THE STATION, 24 FEET
 KF0844'SOUTH OF THE CENTER OF AN EAST-WEST GRADED ROAD, 5 FEET SOUTH OF
 KF0844'A POWER POLE, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST.  THE
 KF0844'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ELKINS 1947.
 KF0844'
 KF0844'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.1
 KF0844'MILE TO A T-ROAD WEST.  TURN LEFT AND GO WEST FOR 0.6 MILE TO THE
 KF0844'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KF0844'
 KF0844'NOTE- THIS STATION WILL BE NEAR THE SOUTHWEST EDGE OF THE
 KF0844'MILFORD DAM RESERVIOR.
 KF0844
 KF0844                          STATION RECOVERY (1965)
 KF0844
 KF0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0844'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KF0844'IT IS 70 FEET NORTH OF CENTER LINE OF DRIVEWAY TO THE FARM
 KF0844'HOUSE, 58 FEET EAST OF THE CENTER LINE OF THE ROAD AND 58 FEET
 KF0844'NORTH OF THE NORTH CONCRETE GATE POST.  IN A SMALL CULTIVATED
 KF0844'AREA AND THE MONUMENT PROJECTS 2-INCHES ABOVE THE GROUND.
 KF0844'
 KF0844'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND TO BE IN GOOD
 KF0844'CONDITION.  IT IS 110 FEET NORTH OF THE CENTER LINE OF THE
 KF0844'DRIVEWAY, 99 FEET EAST OF THE CENTER LINE OF THE ROAD AND 5
 KF0844'FEET WEST OF A CEDAR TREE.  MONUMENT IS FLUSH WITH THE GROUND.
 KF0844'
 KF0844'REFERENCE MARK NO. 2 THE TOP PART OF THE MONUMENT HAS BEEN
 KF0844'BROKEN OFF AT ABOUT THE GROUND LEVEL.
 KF0844'
 KF0844'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTER LINE OF THE
 KF0844'ROAD, 6 FEET EAST-NORTHEAST OF THE FENCE CORNER AND 1 FOOT EAST
 KF0844'OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 4-INCHES ABOVE
 KF0844'THE GROUND.
 KF0844
 KF0844                          STATION RECOVERY (1966)
 KF0844
 KF0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF0844'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 KF0844'RECOVERED AND FOUND IN GOOD CONDITION.  THE TOP WAS FOUND BROKEN
 KF0844'OFF OF REFERENCE MARK NO. 2.
 KF0844'
 KF0844'THE DIRECTION TO REFERENCE MARK NO. 1 FAILED TO CHECK BY 3
 KF0844'MINUTES 54 SECONDS AND THE DISTANCE FAILED TO CHECK BY 0.09 FEET.
 KF0844'
 KF0844'REFERENCE MARK NO. 3 WAS SET.
 KF0844'
 KF0844'FOLLOWING IS A NEW TO REACH THE STATION AND NOTES FOR ALL MARKS.
 KF0844'
 KF0844'TO REACH THE STATION FROM THE SOUTH SIDE OF THE SCHOOL IN THE
 KF0844'WEST EDGE OF WAKEFIELD, GO WEST ON A SURFACED ROAD FOR 1.05 MILES
 KF0844'TO A T-INTERSECTION.  TURN LEFT AND GO SOUTH ON COUNTY ROAD
 KF0844'837 FOR 1.45 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 KF0844'GRAVELED ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KF0844'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.5 MILE TO A
 KF0844'T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.1
 KF0844'MILE TO THE ELKINS FARM AND THE STATION ON THE LEFT.
 KF0844'
 KF0844'THE STATION MARK, A STANDARD DISK STAMPED ELKINS 1947, IS SET
 KF0844'IN TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 KF0844'OF THE GROUND.  IT IS 70 FEET NORTH OF THE CENTER OF THE DRIVEWAY
 KF0844'LEADING TO MR. ELKINS FARMHOME, 60 FEET EAST OF THE CENTER OF A
 KF0844'NORTH-SOUTH GRAVELED ROAD, AND 58 FEET NORTH OF THE NORTH
 KF0844'CONCRETE GATE POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KF0844'
 KF0844'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELKINS NO 1 1947,
 KF0844'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KF0844'THE SURFACE OF THE GROUND.  IT IS 69.5 FEET EAST OF A RIGHT-OF-WAY
 KF0844'FENCE LINE AND 6 FEET WEST OF THE WEST ONE OF TWO CEDAR TREES.
 KF0844'
 KF0844'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELKINS NO 3 1947,
 KF0844'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 KF0844'SURFACE OF THE GROUND.  IT IS 49.5 FEET EAST-NORTHEAST OF THE
 KF0844'NORTH CONCRETE GATE POST, 35.5 FEET WEST-SOUTHWEST OF A
 KF0844'TELEPHONE POLE, AND 21 FEET NORTH OF THE CENTER OF THE DRIVEWAY.
 KF0844'
 KF0844'AZIMUTH MARK, A STANDARD DISK STAMPED ELKINS 1947, IS SET IN THE
 KF0844'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 KF0844'28 FEET NORTH OF A POWERLINE POLE, 24 FEET SOUTH OF THE CENTER
 KF0844'OF A GRAVELED ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5423 ***********************************************************************
 AE5423  CBN         -  This is a Cooperative Base Network Control Station.
 AE5423  DESIGNATION -  ELLE
 AE5423  PID         -  AE5423
 AE5423  STATE/COUNTY-  KS/FINNEY
 AE5423  USGS QUAD   -  GARDEN CITY EAST (1983)
 AE5423
 AE5423                         *CURRENT SURVEY CONTROL
 AE5423  ___________________________________________________________________
 AE5423* NAD 83(1997)-  37 57 45.02017(N)    100 50 18.29306(W)     ADJUSTED  
 AE5423* NAVD 88     -       859.5    (meters)    2820.     (feet)  GPS OBS   
 AE5423  ___________________________________________________________________
 AE5423  X           -    -946,902.547 (meters)                     COMP
 AE5423  Y           -  -4,945,819.081 (meters)                     COMP
 AE5423  Z           -   3,902,676.672 (meters)                     COMP
 AE5423  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AE5423  ELLIP HEIGHT-         834.00  (meters)          (08/16/04) GPS OBS
 AE5423  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 AE5423
 AE5423  HORZ ORDER  -  B
 AE5423  ELLP ORDER  -  FOURTH    CLASS II
 AE5423
 AE5423.The horizontal coordinates were established by GPS observations
 AE5423.and adjusted by the National Geodetic Survey in December 1997..
 AE5423
 AE5423.The orthometric height was determined by GPS observations and a
 AE5423.high-resolution geoid model.
 AE5423
 AE5423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5423
 AE5423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5423
 AE5423.The ellipsoidal height was determined by GPS observations
 AE5423.and is referenced to NAD 83.
 AE5423
 AE5423.The geoid height was determined by GEOID03.
 AE5423
 AE5423;                    North         East     Units Scale Factor Converg.
 AE5423;SPC KS S     -   546,395.205   194,541.398   MT  0.99993622   -1 26 13.3
 AE5423;UTM  14      - 4,203,249.058   338,503.145   MT  0.99992123   -1 07 52.1
 AE5423
 AE5423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5423!SPC KS S     -   0.99986915  x   0.99993622  =   0.99980538
 AE5423!UTM  14      -   0.99986915  x   0.99992123  =   0.99979039
 AE5423
 AE5423                          SUPERSEDED SURVEY CONTROL
 AE5423
 AE5423  ELLIP H (12/22/97)  834.02   (m)                       GP(       ) 4 1
 AE5423
 AE5423.Superseded values are not recommended for survey control.
 AE5423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5423.See file dsdata.txt to determine how the superseded data were derived.
 AE5423
 AE5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3850303249(NAD 83)
 AE5423_MARKER: A = ALUMINUM MARKER
 AE5423_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE5423_STAMPING: ELLE 1997
 AE5423_MARK LOGO: KS1950
 AE5423_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5423+STABILITY: SURFACE MOTION
 AE5423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5423+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE5423
 AE5423  HISTORY     - Date     Condition        Report By
 AE5423  HISTORY     - 1997     MONUMENTED       KS1950
 AE5423
 AE5423                          STATION DESCRIPTION
 AE5423
 AE5423'DESCRIBED BY CITY OF GARDEN CITY KANSAS 1997 (HLW)
 AE5423'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF GARDEN CITY, ON
 AE5423'HIGHWAY RIGHT-OF-WAY, AND IN THE SOUTH CENTRAL EDGE OF SECTION 16, T
 AE5423'24 S, R 32 W.  NOTE, CITY SURVEYOR, HAROLD L. WILLIAMS, R.L.S.  PHONE
 AE5423'(316) 276-1130.  OWNERSHIP--KANSAS DEPARTMENT OF TRANSPORTATION.  TO
 AE5423'REACH THE STATION FROM THE UNDERPASS AT THE INTERSECTION OF U.S.
 AE5423'HIGHWAY 83/50 BYPASS AND U.S. HIGHWAY 50/400 (FULTON ST), IN THE
 AE5423'SOUTHEAST EDGE OF GARDEN CITY, GO EAST ON FULTON ST FOR 0.16 KM (0.10
 AE5423'MI) TO THE ENTRANCE RAMP FOR U.S. HIGHWAY 83/50 BYPASS NORTH. TURN
 AE5423'LEFT AND GO NORTHERLY ON ENTRANCE RAMP FOR 0.24 KM (0.15 MI) TO THE
 AE5423'STATION ON THE RIGHT, JUST BEFORE REACHING A GRAVELED ENTRANCE TO A
 AE5423'HIGHWAY STORAGE AREA ON THE RIGHT.  THE STATION IS A 2-1/2 INCH
 AE5423'ALUMINUM CAP CEMENTED IN THE TOP OF A 2-INCH DIAMETER PVC PIPE
 AE5423'SURROUNDED BY AN IRREGULAR MASS OF CONCRETE.  ACCESS IS HAD THROUGH A
 AE5423'5-INCH LOGO CAP.  THE UNDERGROUND MARK IS A 2-1/2 INCH ALUMINUM CAP
 AE5423'CEMENTED IN THE TOP OF A 2-INCH DIAMETER PVC PIPE SURROUNDED BY AN
 AE5423'IRREGULAR MASS OF CONCRETE AND IS 1.46 M (4.79 FT) BELOW GROUND
 AE5423'SURFACE.  LOCATED APPROXIMATELY 233.2 M (765.1 FT) NORTH FROM THE
 AE5423'CENTER OF FULTON ST, 108.5 M (356.0 FT) EAST FROM THE CENTER OF THE
 AE5423'HIGHWAY, 1.08 M (3.54 FT) WEST-NORTHWEST FROM THE SOUTHERN 1 OF 2 WOOD
 AE5423'RIGHT-OF-WAY FENCE POSTS, 0.95 M (3.12 FT) EAST-SOUTHEAST FROM A
 AE5423'CONCRETE RIGHT-OF-WAY MARKER AND 0.52 M (1.71 FT) WEST FROM A
 AE5423'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0179 ***********************************************************************
 JG0179  DESIGNATION -  ELLINWOOD
 JG0179  PID         -  JG0179
 JG0179  STATE/COUNTY-  KS/BARTON
 JG0179  USGS QUAD   -  ELLINWOOD (1979)
 JG0179
 JG0179                         *CURRENT SURVEY CONTROL
 JG0179  ___________________________________________________________________
 JG0179* NAD 83(1986)-  38 21 16.     (N)    098 35 09.     (W)     SCALED    
 JG0179* NAVD 88     -       545.335  (meters)    1789.15   (feet)  ADJUSTED  
 JG0179  ___________________________________________________________________
 JG0179  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 JG0179  DYNAMIC HT  -         544.933 (meters)    1787.83  (feet)  COMP
 JG0179  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 JG0179
 JG0179  VERT ORDER  -  SECOND    CLASS 0
 JG0179
 JG0179.The horizontal coordinates were scaled from a topographic map and have
 JG0179.an estimated accuracy of +/- 6 seconds.
 JG0179
 JG0179.The orthometric height was determined by differential leveling
 JG0179.and adjusted by the National Geodetic Survey in June 1991..
 JG0179
 JG0179.The geoid height was determined by GEOID03.
 JG0179
 JG0179.The dynamic height is computed by dividing the NAVD 88
 JG0179.geopotential number by the normal gravity value computed on the
 JG0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0179.degrees latitude (g = 980.6199 gals.).
 JG0179
 JG0179.The modeled gravity was interpolated from observed gravity values.
 JG0179
 JG0179;                    North         East    Units  Estimated Accuracy
 JG0179;SPC KS S     -   587,330.      392,500.      MT  (+/- 180 meters Scaled)
 JG0179
 JG0179                          SUPERSEDED SURVEY CONTROL
 JG0179
 JG0179  NGVD 29 (??/??/92)  545.204  (m)         1788.72   (f) ADJ UNCH    2 0
 JG0179
 JG0179.Superseded values are not recommended for survey control.
 JG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0179.See file dsdata.txt to determine how the superseded data were derived.
 JG0179
 JG0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH361452(NAD 83)
 JG0179_MARKER: DB = BENCH MARK DISK
 JG0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0179_STAMPING: ELLINWOOD 1934
 JG0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0179+STABILITY: SURFACE MOTION
 JG0179
 JG0179  HISTORY     - Date     Condition        Report By
 JG0179  HISTORY     - 1934     MONUMENTED       CGS
 JG0179  HISTORY     - 1934     GOOD             NGS
 JG0179
 JG0179                          STATION DESCRIPTION
 JG0179
 JG0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0179'AT ELLINWOOD.
 JG0179'AT ELLINWOOD, BARTON COUNTY, AT THE WEST END OF THE CITY PARK,
 JG0179'NEAR THE MODERN SERVICE STATION, IN 1934, 55 YARDS WEST OF A
 JG0179'WATER TANK, 56 FEET EAST OF THE CENTERLINE OF A PAVED STREET,
 JG0179'53 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 50 N, AND 33
 JG0179'FEET WEST OF THE WEST END OF A PUMP HOUSE.  A STANDARD DISK,
 JG0179'STAMPED ELLINWOOD 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0959 ***********************************************************************
 JG0959  DESIGNATION -  ELLINWOOD
 JG0959  PID         -  JG0959
 JG0959  STATE/COUNTY-  KS/BARTON
 JG0959  USGS QUAD   -  ELLINWOOD (1979)
 JG0959
 JG0959                         *CURRENT SURVEY CONTROL
 JG0959  ___________________________________________________________________
 JG0959* NAD 83(1997)-  38 20 57.59120(N)    098 33 47.53197(W)     ADJUSTED  
 JG0959* NAVD 88     -       543.     (meters)    1781.     (feet)  SCALED    
 JG0959  ___________________________________________________________________
 JG0959  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 JG0959  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 JG0959
 JG0959  HORZ ORDER  -  THIRD
 JG0959
 JG0959.The horizontal coordinates were established by classical geodetic methods
 JG0959.and adjusted by the National Geodetic Survey in October 1998..
 JG0959
 JG0959.The orthometric height was scaled from a topographic map.
 JG0959
 JG0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0959
 JG0959.The geoid height was determined by GEOID03.
 JG0959
 JG0959;                    North         East     Units Scale Factor Converg.
 JG0959;SPC KS S     -   586,755.500   394,475.331   MT  0.99996424   -0 02 19.8
 JG0959;UTM  14      - 4,244,665.430   538,167.037   MT  0.99961794   +0 16 15.7
 JG0959
 JG0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0959!SPC KS S     -   0.99991893  x   0.99996424  =   0.99988317
 JG0959!UTM  14      -   0.99991893  x   0.99961794  =   0.99953690
 JG0959
 JG0959|---------------------------------------------------------------------|
 JG0959| PID    Reference Object                     Distance      Geod. Az  |
 JG0959|                                                           dddmmss.s |
 JG0959| CK8619 ELLINWOOD RM 1                       20.194 METERS 11351     |
 JG0959| JG0761 ELLINWOOD MUNICIPAL TANK            APPROX. 1.9 KM 2872806.4 |
 JG0959| CK8620 ELLINWOOD RM 2                       21.409 METERS 34838     |
 JG0959|---------------------------------------------------------------------|
 JG0959
 JG0959                          SUPERSEDED SURVEY CONTROL
 JG0959
 JG0959  NAD 83(1986)-  38 20 57.59858(N)    098 33 47.53176(W) AD(       ) 3
 JG0959  NAD 27      -  38 20 57.55600(N)    098 33 46.25800(W) AD(       ) 3
 JG0959
 JG0959.Superseded values are not recommended for survey control.
 JG0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0959.See file dsdata.txt to determine how the superseded data were derived.
 JG0959
 JG0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH3816744665(NAD 83)
 JG0959_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JG0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0959_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0959+STABILITY: SURFACE MOTION
 JG0959
 JG0959  HISTORY     - Date     Condition        Report By
 JG0959  HISTORY     - 1953     MONUMENTED       CGS
 JG0959
 JG0959                          STATION DESCRIPTION
 JG0959
 JG0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0959'THE STATION IS IN SEC. 32, T 19 S, R 11 W, ABOUT 1 MILE EAST
 JG0959'OF ELLINWOOD, 76 FEET SOUTHWEST OF U.S. HIGHWAY 50N,
 JG0959'(AT THIS POINT THE HIGHWAY IS CURVING FROM THE SOUTH TO THE EAST)
 JG0959'55 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, 42 FEET
 JG0959'EAST OF THE SOUTHEAST CORNER OF A CULTIVATED FIELD, AND 5 FEET
 JG0959'SOUTHEAST OF A 4 IN. X 4 IN. WITNESS POST.
 JG0959'
 JG0959'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 JG0959'U.S. HIGHWAY 50N IN ELLINWOOD GO EAST ON THE HIGHWAY FOR 1.0
 JG0959'MILE TO A POINT WHERE THE HIGHWAY TURNS SOUTH, TURN RIGHT AND GO
 JG0959'SOUTH ON THE HIGHWAY FOR 0.3 MILE TO A POINT WHERE THE HIGHWAY
 JG0959'TURNS EAST AND THE STATION MARK ON THE RIGHT AS DESCRIBED, TURN
 JG0959'LEFT AND GO EAST ON THE HIGHWAY FOR 0.45 MILE TO THE AZIMUTH
 JG0959'MARK ON THE RIGHT AS DESCRIBED.
 JG0959'
 JG0959'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JG0959'ELLINWOOD 1953.
 JG0959'
 JG0959'REFERENCE MARK NO. 1 IS 54 FEET SOUTH OF THE HIGHWAY, 45 FEET
 JG0959'NORTH OF THE NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, AND
 JG0959'13 FEET NORTH OF A DIRT ROAD.  THE MARK PROJECTS 2 INCHES AND
 JG0959'THE DISK IS STAMPED ELLINWOOD NO 1 1953.
 JG0959'
 JG0959'REFERENCE MARK NO. 2 IS 51 FEET NORTHWEST OF THE NORTHWEST
 JG0959'EDGE OF AN OLD CULVERT, 50 FEET NORTH OF THE SOUTHEAST CORNER
 JG0959'OF THE CULTIVATED FIELD, AND 60 FEET WEST OF THE HIGHWAY.  THE
 JG0959'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ELLINWOOD NO 2
 JG0959'1953.
 JG0959'
 JG0959'BENCH MARK G 198 IS 80 FEET SOUTH OF THE HIGHWAY, 35 FEET SOUTH
 JG0959'OF A GRAVELED ROAD, 25 FEET SOUTH OF THE SOUTH RAIL OF THE
 JG0959'RAILROAD TRACK, 22 FEET EAST OF A RAILROAD CROSSING SIGN,
 JG0959'AND 2 FEET NORTH OF A 4 IN. X 4 IN. WITNESS POST.  THE DISK
 JG0959'IS SET IN A 12-INCH SQUARE CONCRETE POST AND IS STAMPED G 198
 JG0959'1934.  THE MARK PROJECTS 1 INCH.
 JG0959'
 JG0959'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0761 ***********************************************************************
 JG0761  DESIGNATION -  ELLINWOOD MUNICIPAL TANK
 JG0761  PID         -  JG0761
 JG0761  STATE/COUNTY-  KS/BARTON
 JG0761  USGS QUAD   -  ELLINWOOD (1979)
 JG0761
 JG0761                         *CURRENT SURVEY CONTROL
 JG0761  ___________________________________________________________________
 JG0761* NAD 83(1997)-  38 21 16.05857(N)    098 35 02.08344(W)     ADJUSTED  
 JG0761* NAVD 88     -                                                        
 JG0761  ___________________________________________________________________
 JG0761  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 JG0761  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 JG0761
 JG0761  HORZ ORDER  -  THIRD
 JG0761
 JG0761.The horizontal coordinates were established by classical geodetic methods
 JG0761.and adjusted by the National Geodetic Survey in October 1998..
 JG0761
 JG0761
 JG0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0761
 JG0761.The geoid height was determined by GEOID03.
 JG0761
 JG0761;                    North         East     Units Scale Factor Converg.
 JG0761;SPC KS S     -   587,326.335   392,665.671   MT  0.99996492   -0 03 05.6
 JG0761;UTM  14      - 4,245,226.276   536,354.947   MT  0.99961628   +0 15 29.5
 JG0761
 JG0761                          SUPERSEDED SURVEY CONTROL
 JG0761
 JG0761  NAD 83(1986)-  38 21 16.06566(N)    098 35 02.08274(W) AD(       ) 4
 JG0761  NAD 27      -  38 21 16.02300(N)    098 35 00.80500(W) AD(       ) 3
 JG0761
 JG0761.Superseded values are not recommended for survey control.
 JG0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0761.See file dsdata.txt to determine how the superseded data were derived.
 JG0761
 JG0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH3635545226(NAD 83)
 JG0761_MARKER: 53 = ELEVATED TANK
 JG0761
 JG0761  HISTORY     - Date     Condition        Report By
 JG0761  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0761
 JG0761                          STATION DESCRIPTION
 JG0761
 JG0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0761'THE STATION IS LOCATED IN THE TOWN OF ELLINWOOD, ON A TRIANGULAR
 JG0761'PLOT OF GROUND BETWEEN U.S. HIGHWAY 50 N AND 1ST. AVENUE AND
 JG0761'ADJACENT TO THE CITY POWER PLANT AND WATER WORKS.  IT IS AN
 JG0761'ELEVATED TANK SUPPORTED BY FOUR STEEL LEGS AND ABOUT 100 FEET
 JG0761'HIGH.  THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0934 ***********************************************************************
 JG0934  DESIGNATION -  ELLIS
 JG0934  PID         -  JG0934
 JG0934  STATE/COUNTY-  KS/ELLIS
 JG0934  USGS QUAD   -  ELLIS (1979)
 JG0934
 JG0934                         *CURRENT SURVEY CONTROL
 JG0934  ___________________________________________________________________
 JG0934* NAD 83(1997)-  38 55 52.87160(N)    099 33 38.19587(W)     ADJUSTED  
 JG0934* NAVD 88     -       663.     (meters)    2175.     (feet)  SCALED    
 JG0934  ___________________________________________________________________
 JG0934  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 JG0934  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0934
 JG0934  HORZ ORDER  -  THIRD
 JG0934
 JG0934.The horizontal coordinates were established by classical geodetic methods
 JG0934.and adjusted by the National Geodetic Survey in October 1998..
 JG0934
 JG0934.The orthometric height was scaled from a topographic map.
 JG0934
 JG0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0934
 JG0934.The geoid height was determined by GEOID03.
 JG0934
 JG0934;                    North         East     Units Scale Factor Converg.
 JG0934;SPC KS N     -    67,552.528   264,689.884   MT  0.99997230   -0 59 14.7
 JG0934;UTM  14      - 4,309,308.205   451,408.763   MT  0.99962907   -0 21 08.2
 JG0934
 JG0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0934!SPC KS N     -   0.99990002  x   0.99997230  =   0.99987232
 JG0934!UTM  14      -   0.99990002  x   0.99962907  =   0.99952913
 JG0934
 JG0934:                Primary Azimuth Mark                     Grid Az
 JG0934:SPC KS N     -  ELLIS ST MARYS CATHOLIC CHURCH           015 12 43.7
 JG0934:UTM  14      -  ELLIS ST MARYS CATHOLIC CHURCH           014 34 37.2
 JG0934
 JG0934|---------------------------------------------------------------------|
 JG0934| PID    Reference Object                     Distance      Geod. Az  |
 JG0934|                                                           dddmmss.s |
 JG0934| JG0931 ELLIS ST MARYS CATHOLIC CHURCH      APPROX. 1.2 KM 0141329.0 |
 JG0934| CK8624 ELLIS RM 1                           25.427 METERS 05145     |
 JG0934| CK8623 ELLIS AZ MK                                        1011825.3 |
 JG0934| JG0933 ELLIS MUNICIPAL STANDPIPE            23.365 METERS 19144     |
 JG0934| CK8625 ELLIS RM 2                            8.348 METERS 27458     |
 JG0934|---------------------------------------------------------------------|
 JG0934
 JG0934                          SUPERSEDED SURVEY CONTROL
 JG0934
 JG0934  NAD 83(1986)-  38 55 52.87823(N)    099 33 38.19553(W) AD(       ) 3
 JG0934  NAD 27      -  38 55 52.84100(N)    099 33 36.79600(W) AD(       ) 3
 JG0934
 JG0934.Superseded values are not recommended for survey control.
 JG0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0934.See file dsdata.txt to determine how the superseded data were derived.
 JG0934
 JG0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ5140909308(NAD 83)
 JG0934_MARKER: DS = TRIANGULATION STATION DISK
 JG0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0934
 JG0934  HISTORY     - Date     Condition        Report By
 JG0934  HISTORY     - 1950     MONUMENTED       CGS
 JG0934  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 JG0934
 JG0934                          STATION DESCRIPTION
 JG0934
 JG0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0934'THE STATION IS LOCATED AT THE SOUTH EDGE OF ELLIS, 225 FEET SOUTH
 JG0934'FROM THE CENTER OF EAST FIFTEENTH STREET, 76.65 FEET NORTH OF THE
 JG0934'CENTER OF THE MUNICIPAL STANDPIPE, AND 3 FEET SOUTH OF AN
 JG0934'EAST-WEST FENCE.  IT IS STAMPED ELLIS 1950 AND IS SET FLUSH WITH
 JG0934'THE SURFACE OF THE GROUND.
 JG0934'
 JG0934'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE AND IS 18
 JG0934'INCHES LOWER THAN THE STATION.  IT IS STAMPED ELLIS NO 1 1950 AND
 JG0934'IS FLUSH WITH THE GROUND.
 JG0934'
 JG0934'REFERENCE MARK NO. 2 IS SET IN THE EAST-WEST FENCE LINE.  IT IS
 JG0934'STAMPED ELLIS NO 2 1950 AND IS FLUSH WITH THE GROUND.
 JG0934'
 JG0934'THE AZIMUTH MARK IS LOCATED AT THE INTERSECTION OF MAPLE AND
 JG0934'SIXTEENTH STREETS.  IT IS SITUATED IN THE SOUTHEAST CURB AND IS
 JG0934'SET FLUSH.  THE DISK IS STAMPED ELLIS 1950.
 JG0934'
 JG0934'TO REACH THE STATION FROM THE ELLIS SCHOOL, GO SOUTH FOR 0.1 MILE
 JG0934'TO THE STANDPIPE AND THE STATION AS DESCRIBED.  TO REACH THE
 JG0934'AZIMUTH MARK FROM THE STATION, GO EAST ON EAST FIFTEENTH
 JG0934'STREET FOR 0.1 MILE, TURN RIGHT AND GO 0.05 MILE TO EAST SIXTEENTH
 JG0934'STREET, TURN LEFT AND GO 0.15 MILE (2 BLOCKS) TO THE INTERSECTION
 JG0934'AND THE MARK AS DESCRIBED.
 JG0934
 JG0934                          STATION RECOVERY (2006)
 JG0934
 JG0934'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0934'DID NOT FIND EITHER THE STATION OR REFERENCE MARK NO. 2.  FOUND
 JG0934'REFERENCE MARK NO. 1.  FOUND THE AZIMUTH MARK AS PREVIOUSLY DESCRIBED
 JG0934'AND AT HANDHELD COORDINATES N38-55-49.92 W099-33-19.32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0933 ***********************************************************************
 JG0933  DESIGNATION -  ELLIS MUNICIPAL STANDPIPE
 JG0933  PID         -  JG0933
 JG0933  STATE/COUNTY-  KS/ELLIS
 JG0933  USGS QUAD   -  ELLIS (1979)
 JG0933
 JG0933                         *CURRENT SURVEY CONTROL
 JG0933  ___________________________________________________________________
 JG0933* NAD 83(1997)-  38 55 52.12975(N)    099 33 38.39326(W)     ADJUSTED  
 JG0933* NAVD 88     -       660.     (meters)    2165.     (feet)  SCALED    
 JG0933  ___________________________________________________________________
 JG0933  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 JG0933  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0933
 JG0933  HORZ ORDER  -  THIRD
 JG0933
 JG0933.The horizontal coordinates were established by classical geodetic methods
 JG0933.and adjusted by the National Geodetic Survey in October 1998..
 JG0933
 JG0933.The orthometric height was scaled from a topographic map.
 JG0933
 JG0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0933
 JG0933.The geoid height was determined by GEOID03.
 JG0933
 JG0933;                    North         East     Units Scale Factor Converg.
 JG0933;SPC KS N     -    67,529.738   264,684.736   MT  0.99997232   -0 59 14.8
 JG0933;UTM  14      - 4,309,285.366   451,403.870   MT  0.99962908   -0 21 08.4
 JG0933
 JG0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0933!SPC KS N     -   0.99990049  x   0.99997232  =   0.99987282
 JG0933!UTM  14      -   0.99990049  x   0.99962908  =   0.99952961
 JG0933
 JG0933                          SUPERSEDED SURVEY CONTROL
 JG0933
 JG0933  NAD 83(1986)-  38 55 52.13655(N)    099 33 38.39389(W) AD(       ) 4
 JG0933  NAD 27      -  38 55 52.09900(N)    099 33 36.99300(W) AD(       ) 3
 JG0933
 JG0933.Superseded values are not recommended for survey control.
 JG0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0933.See file dsdata.txt to determine how the superseded data were derived.
 JG0933
 JG0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ5140409285(NAD 83)
 JG0933_MARKER: 52 = STANDPIPE TANK
 JG0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JG0933+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 JG0933
 JG0933  HISTORY     - Date     Condition        Report By
 JG0933  HISTORY     - 1950     FIRST OBSERVED   CGS
 JG0933  HISTORY     - 20030712 GOOD             USPSQD
 JG0933  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 JG0933
 JG0933                          STATION DESCRIPTION
 JG0933
 JG0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0933'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE TOWN OF ELLIS,
 JG0933'0.1 MILE SOUTH FROM THE ELLIS SCHOOL, 225 FEET SOUTH FROM THE
 JG0933'CENTER OF EAST FIFTEENTH STREET AND 76.5 FEET SOUTH OF THE
 JG0933'TRIANGULATION STATION ELLIS.  IT IS 20 FEET IN DIAMETER AND HAS AN
 JG0933'OVERALL HEIGHT OF 55 FEET.  THE POINT OBSERVED UPON WAS THE
 JG0933'CENTER OF THE TANK.
 JG0933
 JG0933                          STATION RECOVERY (2003)
 JG0933
 JG0933'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 JG0933'RECOVERED IN GOOD CONDITION.
 JG0933
 JG0933                          STATION RECOVERY (2006)
 JG0933
 JG0933'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0933'THE SITE IS NOW OCCUPIED BY AN ELEVATED TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0931 ***********************************************************************
 JG0931  DESIGNATION -  ELLIS ST MARYS CATHOLIC CHURCH
 JG0931  PID         -  JG0931
 JG0931  STATE/COUNTY-  KS/ELLIS
 JG0931  USGS QUAD   -  ELLIS (1979)
 JG0931
 JG0931                         *CURRENT SURVEY CONTROL
 JG0931  ___________________________________________________________________
 JG0931* NAD 83(1997)-  38 56 31.09721(N)    099 33 25.78776(W)     ADJUSTED  
 JG0931* NAVD 88     -                                                        
 JG0931  ___________________________________________________________________
 JG0931  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 JG0931  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0931
 JG0931  HORZ ORDER  -  THIRD
 JG0931
 JG0931.The horizontal coordinates were established by classical geodetic methods
 JG0931.and adjusted by the National Geodetic Survey in October 1998..
 JG0931
 JG0931
 JG0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0931
 JG0931.The geoid height was determined by GEOID03.
 JG0931
 JG0931;                    North         East     Units Scale Factor Converg.
 JG0931;SPC KS N     -    68,725.951   265,008.963   MT  0.99997129   -0 59 06.9
 JG0931;UTM  14      - 4,310,484.688   451,714.711   MT  0.99962871   -0 21 00.7
 JG0931
 JG0931                          SUPERSEDED SURVEY CONTROL
 JG0931
 JG0931  NAD 83(1986)-  38 56 31.10393(N)    099 33 25.78725(W) AD(       ) 4
 JG0931  NAD 27      -  38 56 31.06600(N)    099 33 24.38800(W) AD(       ) 3
 JG0931
 JG0931.Superseded values are not recommended for survey control.
 JG0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0931.See file dsdata.txt to determine how the superseded data were derived.
 JG0931
 JG0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ5171510485(NAD 83)
 JG0931_MARKER: 91 = CHURCH CROSS
 JG0931
 JG0931  HISTORY     - Date     Condition        Report By
 JG0931  HISTORY     - 1950     FIRST OBSERVED   CGS
 JG0931  HISTORY     - 20060921 POOR             GEOCAC
 JG0931
 JG0931                          STATION DESCRIPTION
 JG0931
 JG0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0931'THE STATION IS LOCATED IN THE NORTHEAST PART OF ELLIS.  IT IS
 JG0931'100 FEET EAST OF THE CENTER OF MONROE STREET AND 60 FEET SOUTH
 JG0931'OF THE DRIVEWAY INTO ST. MARYS SCHOOLYARD.  IT IS A 40 FOOT SPIRE
 JG0931'ON THE WEST END OF A ROCK CHURCH AND HAS AN OVERALL HEIGHT OF
 JG0931'90 FEET.  THE POINT OBSERVED UPON WAS THE CROSS ON THE TOP OF
 JG0931'THE SPIRE.
 JG0931
 JG0931                          STATION RECOVERY (2006)
 JG0931
 JG0931'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0931'USE WITH CAUTION.  THE DESCRIPTION REFERES TO A SPIRE AT THE NORTHWEST
 JG0931'CORNER OF THE 1909 CHURCH BUILDING, BUT THE LOCATION OF THE PUBLISHED
 JG0931'COORDINATES IS OCCUPIED BY A MUCH LARGER SPIRE AT THE SOUTHEAST CORNER
 JG0931'OF THE BUILDING AND ABOUT 225 FEET EAST OF THE CENTER OF MONROE
 JG0931'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0692 ***********************************************************************
 JG0692  DESIGNATION -  ELLSWORTH
 JG0692  PID         -  JG0692
 JG0692  STATE/COUNTY-  KS/ELLSWORTH
 JG0692  USGS QUAD   -  ELLSWORTH (1979)
 JG0692
 JG0692                         *CURRENT SURVEY CONTROL
 JG0692  ___________________________________________________________________
 JG0692* NAD 83(1997)-  38 43 48.69727(N)    098 13 45.81466(W)     ADJUSTED  
 JG0692* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 JG0692  ___________________________________________________________________
 JG0692  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 JG0692  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 JG0692
 JG0692  HORZ ORDER  -  SECOND
 JG0692
 JG0692.The horizontal coordinates were established by classical geodetic methods
 JG0692.and adjusted by the National Geodetic Survey in October 1998..
 JG0692
 JG0692.The orthometric height was scaled from a topographic map.
 JG0692
 JG0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0692
 JG0692.The geoid height was determined by GEOID03.
 JG0692
 JG0692;                    North         East     Units Scale Factor Converg.
 JG0692;SPC KS N     -    44,080.996   380,053.330   MT  0.99999784   -0 08 42.5
 JG0692;UTM  14      - 4,287,118.407   566,981.336   MT  0.99965525   +0 28 55.7
 JG0692
 JG0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0692!SPC KS N     -   0.99993075  x   0.99999784  =   0.99992859
 JG0692!UTM  14      -   0.99993075  x   0.99965525  =   0.99958603
 JG0692
 JG0692|---------------------------------------------------------------------|
 JG0692| PID    Reference Object                     Distance      Geod. Az  |
 JG0692|                                                           dddmmss.s |
 JG0692| CK8626 ELLSWORTH RM 1                       24.159 METERS 01218     |
 JG0692| JG0698 KANOPOLIS MUNICIPAL TANK            APPROX. 6.5 KM 1060702.0 |
 JG0692| CK8627 ELLSWORTH RM 2                       26.216 METERS 14207     |
 JG0692| JG0696 ELLSWORTH HOME FOR THE AGED TK      APPROX. 1.9 KM 1984119.5 |
 JG0692| JG0704 BOSSING RESET                       APPROX.15.2 KM 2111441.0 |
 JG0692| JG0697 ELLSWORTH ASTRO STATION RESET         8.068 METERS 29332     |
 JG0692| JG0694 ELLSWORTH MUNICIPAL TANK            APPROX. 0.7 KM 3374155.6 |
 JG0692|---------------------------------------------------------------------|
 JG0692
 JG0692                          SUPERSEDED SURVEY CONTROL
 JG0692
 JG0692  NAD 83(1986)-  38 43 48.70527(N)    098 13 45.81490(W) AD(       ) 2
 JG0692  NAD 27      -  38 43 48.67100(N)    098 13 44.61000(W) AD(       ) 2
 JG0692
 JG0692.Superseded values are not recommended for survey control.
 JG0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0692.See file dsdata.txt to determine how the superseded data were derived.
 JG0692
 JG0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6698187118(NAD 83)
 JG0692_MARKER: DS = TRIANGULATION STATION DISK
 JG0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0692+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 JG0692
 JG0692  HISTORY     - Date     Condition        Report By
 JG0692  HISTORY     - 1952     MONUMENTED       CGS
 JG0692  HISTORY     - 1957     MARK NOT FOUND   USGS
 JG0692  HISTORY     - 1973     GOOD             USE
 JG0692  HISTORY     - 20050805 GOOD             GEOCAC
 JG0692
 JG0692                          STATION DESCRIPTION
 JG0692
 JG0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0692'THE STATION IS IN THE TOWN OF ELLSWORTH, ON THE GROUNDS OF THE
 JG0692'ELLSWORTH ELEMENTARY SCHOOL, 122 FEET NORTHWEST OF THE NORTHWEST
 JG0692'CORNER OF THE WEST WING OF THE SCHOOL BUILDING, 51 FEET NORTHEAST
 JG0692'OF THE CENTER OF SECOND STREET, 33 FEET SOUTHEAST OF A 10 INCH
 JG0692'ELM TREE, AND 22.2 FEET NORTHEAST OF A FENCE.  NO SUITABLE
 JG0692'LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 JG0692'
 JG0692'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JG0692'ELLSWORTH 1952.
 JG0692'
 JG0692'REFERENCE MARK 1 IS 56 FEET NORTHWEST OF A POWERLINE POLE AND
 JG0692'29 FEET NORTHEAST OF A 14 INCH ELM TREE.  THE MARK PROJECTS 4
 JG0692'INCHES AND THE DISK IS STAMPED ELLSWORTH NO 1 1952.
 JG0692'
 JG0692'REFERENCE MARK 2 IS 88 FEET WEST OF THE NORTHWEST CORNER OF THE
 JG0692'SCHOOL BUILDING, 31 FEET NORTHEAST OF THE CENTER OF SECOND STREET
 JG0692'AND 1 FOOT NORTHEAST OF THE FENCE.  THE MARK PROJECTS 4 INCHES
 JG0692'AND THE DISK IS STAMPED ELLSWORTH NO 2 1952.
 JG0692'
 JG0692'ELLSWORTH ASTRO. STATION IS 149 FEET NORTHWEST OF THE NORTHWEST
 JG0692'CORNER OF THE WEST WING OF THE SCHOOL BUILDING, 44 FEET NORTHEAST
 JG0692'OF THE CENTER OF SECOND STREET AND 13.2 FEET NORTHEAST OF THE
 JG0692'FENCE.  THE MARK IS A STANDARD TRIANGULATION STATION DISK SET IN
 JG0692'A DRILL HOLE IN THE CENTER OF THE TOP OF THE MARBLE BLOCK WHICH
 JG0692'IS 1-1/2 FEET LONG, 7 INCHES WIDE AND 6 INCHES THICK.  THE DISK
 JG0692'IS STAMPED ELLSWORTH ASTRO 1885.
 JG0692'
 JG0692'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JG0692
 JG0692                          STATION RECOVERY (1957)
 JG0692
 JG0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JG0692'FROM THE DESCRIPTION GIVEN, THIS MARK COULD BE FOUND.  ELLSWORTH
 JG0692'ASTRONOMICAL STATION WAS FOUND, BUT UNABLE TO LOCATE STATION
 JG0692'MARK.  BEING THIS MARK IS FLUSH WITH GROUND AND GRAVEL HAS BEEN
 JG0692'ADDED TO THE PLAYGROUNDS, UNABLE TO LOCATE FROM GROUND
 JG0692'OBSERVATIONS.
 JG0692
 JG0692                          STATION RECOVERY (1973)
 JG0692
 JG0692'RECOVERY NOTE BY US ENGINEERS 1973 (MB)
 JG0692'ELLSWORTH 1952 RECOVERED GOOD.  FOUND AS DESCRIBED TO REFS. EXCEPT.
 JG0692'APPROX. 170 FEET FROM INTERSECTION OF 2ND. AND DOUGLAS.
 JG0692'
 JG0692'NOTE NO AZ. TIES AVAIL.
 JG0692'
 JG0692'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ELLSWORTH.
 JG0692
 JG0692                          STATION RECOVERY (2005)
 JG0692
 JG0692'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JG0692'STATION AND REFERENCE MARK 2 FOUND.  A VISUAL SEARCH FOR REFERENCE
 JG0692'MARK 1WAS CONDUCTED BUT REFERENCE MARK 1 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0697 ***********************************************************************
 JG0697  DESIGNATION -  ELLSWORTH ASTRO STATION RESET
 JG0697  PID         -  JG0697
 JG0697  STATE/COUNTY-  KS/ELLSWORTH
 JG0697  USGS QUAD   -  ELLSWORTH (1979)
 JG0697
 JG0697                         *CURRENT SURVEY CONTROL
 JG0697  ___________________________________________________________________
 JG0697* NAD 83(1997)-  38 43 48.80176(N)    098 13 46.12090(W)     ADJUSTED  
 JG0697* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 JG0697  ___________________________________________________________________
 JG0697  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 JG0697  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 JG0697
 JG0697  HORZ ORDER  -  SECOND
 JG0697
 JG0697.The horizontal coordinates were established by classical geodetic methods
 JG0697.and adjusted by the National Geodetic Survey in October 1998..
 JG0697
 JG0697.The orthometric height was scaled from a topographic map.
 JG0697
 JG0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0697
 JG0697.The geoid height was determined by GEOID03.
 JG0697
 JG0697;                    North         East     Units Scale Factor Converg.
 JG0697;SPC KS N     -    44,084.237   380,045.941   MT  0.99999784   -0 08 42.7
 JG0697;UTM  14      - 4,287,121.566   566,973.915   MT  0.99965523   +0 28 55.6
 JG0697
 JG0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0697!SPC KS N     -   0.99993075  x   0.99999784  =   0.99992859
 JG0697!UTM  14      -   0.99993075  x   0.99965523  =   0.99958601
 JG0697
 JG0697                          SUPERSEDED SURVEY CONTROL
 JG0697
 JG0697  NAD 83(1986)-  38 43 48.80976(N)    098 13 46.12113(W) AD(       ) 2
 JG0697  NAD 27      -  38 43 48.77544(N)    098 13 44.91628(W) AD(       ) 2
 JG0697
 JG0697.Superseded values are not recommended for survey control.
 JG0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0697.See file dsdata.txt to determine how the superseded data were derived.
 JG0697
 JG0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6697487122(NAD 83)
 JG0697_MARKER: DS = TRIANGULATION STATION DISK
 JG0697_SETTING: 0 = UNSPECIFIED SETTING
 JG0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0697+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 JG0697
 JG0697  HISTORY     - Date     Condition        Report By
 JG0697  HISTORY     - 1952     MONUMENTED       CGS
 JG0697  HISTORY     - 1973     GOOD             USE
 JG0697  HISTORY     - 20050805 GOOD             GEOCAC
 JG0697
 JG0697                          STATION DESCRIPTION
 JG0697
 JG0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0697'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE TWO
 JG0697'LIMESTONE POSTS HAVE BEEN REMOVED AND A STANDARD TRIANGULATION
 JG0697'STATION DISK WAS SET IN A DRILLED HOLE IN THE CENTER OF THE
 JG0697'MARBLE BLOCK.  THE DISK IS STAMPED ELLSWORTH ASTRO 1885.
 JG0697'
 JG0697'NEAR THE SOUTH SIDE OF THE CITY SCHOOL SQUARE, NEAR DOUGLASS
 JG0697'AVENUE AND SECOND STREET.  THE STATION IS 4.02 METERS (13.2 FEET)
 JG0697'FROM THE NORTHERN LINE OF SECOND STREET, 34.793 METERS (114.15
 JG0697'FEET) FROM THE NEAREST CORNER OF DOUGLASS AVENUE AND SECOND
 JG0697'STREET, 36.73 METERS (120.5 FEET) FROM THE WEST CORNER OF THE
 JG0697'SCHOOL BUILDING AND 40.0 METERS (131 FEET) SOUTH AND 20.3 METERS
 JG0697'(67 FEET) WEST FROM ELLSWORTH SCHOOLHOUSE CUPOLA.  THE STATION
 JG0697'WAS MARKED BY A DRILL HOLE IN A BLOCK OF MARBLE.
 JG0697
 JG0697                          STATION RECOVERY (1973)
 JG0697
 JG0697'RECOVERY NOTE BY US ENGINEERS 1973 (MB)
 JG0697'RECOVERED IN GOOD CONDITION.
 JG0697
 JG0697                          STATION RECOVERY (2005)
 JG0697
 JG0697'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JG0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0694 ***********************************************************************
 JG0694  DESIGNATION -  ELLSWORTH MUNICIPAL TANK
 JG0694  PID         -  JG0694
 JG0694  STATE/COUNTY-  KS/ELLSWORTH
 JG0694  USGS QUAD   -  ELLSWORTH (1979)
 JG0694
 JG0694                         *CURRENT SURVEY CONTROL
 JG0694  ___________________________________________________________________
 JG0694* NAD 83(1997)-  38 44 10.52049(N)    098 13 57.24288(W)     ADJUSTED  
 JG0694* NAVD 88     -                                                        
 JG0694  ___________________________________________________________________
 JG0694  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 JG0694  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 JG0694
 JG0694  HORZ ORDER  -  THIRD
 JG0694
 JG0694.The horizontal coordinates were established by classical geodetic methods
 JG0694.and adjusted by the National Geodetic Survey in October 1998..
 JG0694
 JG0694
 JG0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0694
 JG0694.The geoid height was determined by GEOID03.
 JG0694
 JG0694;                    North         East     Units Scale Factor Converg.
 JG0694;SPC KS N     -    44,754.642   379,779.023   MT  0.99999690   -0 08 49.7
 JG0694;UTM  14      - 4,287,788.780   566,699.766   MT  0.99965478   +0 28 48.8
 JG0694
 JG0694                          SUPERSEDED SURVEY CONTROL
 JG0694
 JG0694  NAD 83(1986)-  38 44 10.52845(N)    098 13 57.24265(W) AD(       ) 4
 JG0694  NAD 27      -  38 44 10.49500(N)    098 13 56.03800(W) AD(       ) 3
 JG0694
 JG0694.Superseded values are not recommended for survey control.
 JG0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0694.See file dsdata.txt to determine how the superseded data were derived.
 JG0694
 JG0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6670087789(NAD 83)
 JG0694_MARKER: 53 = ELEVATED TANK
 JG0694
 JG0694  HISTORY     - Date     Condition        Report By
 JG0694  HISTORY     - 1952     FIRST OBSERVED   CGS
 JG0694  HISTORY     - 20050805 GOOD             GEOCAC
 JG0694
 JG0694                          STATION DESCRIPTION
 JG0694
 JG0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0694'THE STATION IS LOCATED IN THE NORTH PART OF ELLSWORTH, ON A HILL
 JG0694'WHICH IS THE HIGHEST POINT IN THE VICINITY.  IT IS AN ELEVATED
 JG0694'WATER TANK ABOUT 130 FEET HIGH SUPPORTED BY 4 STRUCTURAL STEEL
 JG0694'LEGS.  THE TANK IS SILVER IN COLOR AND THE POINT OBSERVED ON WAS
 JG0694'THE APEX OF THE ROOF.
 JG0694
 JG0694                          STATION RECOVERY (2005)
 JG0694
 JG0694'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JG0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0767 ***********************************************************************
 HE0767  DESIGNATION -  ELM
 HE0767  PID         -  HE0767
 HE0767  STATE/COUNTY-  KS/LABETTE
 HE0767  USGS QUAD   -  EDNA (1974)
 HE0767
 HE0767                         *CURRENT SURVEY CONTROL
 HE0767  ___________________________________________________________________
 HE0767* NAD 83(1997)-  37 04 37.91959(N)    095 21 20.04097(W)     ADJUSTED  
 HE0767* NAVD 88     -       293.7    (meters)     964.     (feet)  VERTCON   
 HE0767  ___________________________________________________________________
 HE0767  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 HE0767  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HE0767
 HE0767  HORZ ORDER  -  SECOND
 HE0767
 HE0767.The horizontal coordinates were established by classical geodetic methods
 HE0767.and adjusted by the National Geodetic Survey in October 1998..
 HE0767
 HE0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0767
 HE0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0767
 HE0767.The geoid height was determined by GEOID03.
 HE0767
 HE0767;                    North         East     Units Scale Factor Converg.
 HE0767;SPC KS S     -   450,278.469   679,566.941   MT  1.00004264   +1 55 56.4
 HE0767;UTM  15      - 4,106,032.338   290,606.745   MT  1.00014016   -1 25 14.4
 HE0767
 HE0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0767!SPC KS S     -   0.99995857  x   1.00004264  =   1.00000120
 HE0767!UTM  15      -   0.99995857  x   1.00014016  =   1.00009872
 HE0767
 HE0767|---------------------------------------------------------------------|
 HE0767| PID    Reference Object                     Distance      Geod. Az  |
 HE0767|                                                           dddmmss.s |
 HE0767| CL5146 ELM RM 1                             22.371 METERS 14326     |
 HE0767| HE0769 EDNA MUNICIPAL TANK                 APPROX. 2.3 KM 1861846.0 |
 HE0767| CL5147 ELM RM 2                             23.271 METERS 21924     |
 HE0767| CL5145 ELM AZ MK                                          3190914.9 |
 HE0767|---------------------------------------------------------------------|
 HE0767
 HE0767                          SUPERSEDED SURVEY CONTROL
 HE0767
 HE0767  NAD 83(1997)-  37 04 37.92298(N)    095 21 20.04108(W) AD(       ) 2
 HE0767  NAD 83(1986)-  37 04 37.93587(N)    095 21 20.02660(W) AD(       ) 2
 HE0767  NAD 27      -  37 04 37.66847(N)    095 21 19.13583(W) AD(       ) 2
 HE0767  NGVD 29 (07/19/86)  293.6    (m)          963.     (f) VERT ANG       
 HE0767
 HE0767.Superseded values are not recommended for survey control.
 HE0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0767.See file dsdata.txt to determine how the superseded data were derived.
 HE0767
 HE0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9060706032(NAD 83)
 HE0767_MARKER: DS = TRIANGULATION STATION DISK
 HE0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0767
 HE0767  HISTORY     - Date     Condition        Report By
 HE0767  HISTORY     - 1966     MONUMENTED       CGS
 HE0767
 HE0767                          STATION DESCRIPTION
 HE0767
 HE0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0767'THE STATION IS ABOUT 8 MILES WEST OF BARTLETT, 5-1/2 MILES
 HE0767'EAST-NORTHEAST OF VALEDA AND 1-1/2 MILES NORTH OF EDNA, ON THE
 HE0767'NORTH SIDE OF A GRAVELED ROAD, ON PROPERTY OWNED BY MR. WARREN
 HE0767'MITCHELL.
 HE0767'
 HE0767'TO REACH THE STATION FROM THE POST OFFICE IN EDNA, GO NORTH
 HE0767'ON STATE HIGHWAY 101 FOR 1.4 MILES TO GRAVELED CROSSROAD.
 HE0767'(TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON
 HE0767'THE HIGHWAY FOR 0.25 MILE TO THE MARK ON THE RIGHT).  TURN
 HE0767'RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.2 MILE TO A FIELD
 HE0767'ENTRANCE AND THE STATION ON THE LEFT.
 HE0767'
 HE0767'STATION MARK IS A STANDARD DISK, STAMPED ELM 1964, SET IN THE
 HE0767'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS 8 INCHES BELOW
 HE0767'THE GROUND SURFACE.  IT IS 38 FEET NORTH OF THE CENTERLINE OF
 HE0767'A GRAVELED ROAD, 33 FEET WEST-NORTHWEST OF A FENCE CORNER POST
 HE0767'AND 11 FEET NORTH OF A HEDGEROW.
 HE0767'
 HE0767'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELM NO 1 1964,
 HE0767'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 HE0767'WITH THE GROUND.  IT IS 25 FEET SOUTH OF THE CENTERLINE OF
 HE0767'THE GRAVELED ROAD, 1 FOOT NORTH OF A FENCE AND ABOUT THE SAME
 HE0767'ELEVATION AS THE STATION.
 HE0767'
 HE0767'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELM NO 2 1964, SET
 HE0767'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 HE0767'WITH THE GROUND.  IT IS 24 FEET SOUTH OF THE CENTERLINE OF THE
 HE0767'GRAVELED ROAD, 4.5 FEET WEST OF A POWER LINE POLE, 4 FEET EAST
 HE0767'OF A WITNESS POST, 1 FOOT NORTH OF A FENCE AND ABOUT THE SAME
 HE0767'ELEVATION AS THE STATION.
 HE0767'
 HE0767'AZIMUTH MARK IS A STANDARD DISK, STAMPED ELM 1964, SET IN THE TOP
 HE0767'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 HE0767'3 INCHES ABOVE THE GROUND.  IT IS 43 FEET EAST OF THE CENTERLINE
 HE0767'OF STATE HIGHWAY 101, 14 FEET SOUTH OF A FENCE CORNER POST, 2.2
 HE0767'FEET NORTH OF A WITNESS POST AND 2 FEET SOUTH OF A POWER LINE
 HE0767'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1288 ***********************************************************************
 HF1288  DESIGNATION -  ELM
 HF1288  PID         -  HF1288
 HF1288  STATE/COUNTY-  KS/COWLEY
 HF1288  USGS QUAD   -  AKRON (1965)
 HF1288
 HF1288                         *CURRENT SURVEY CONTROL
 HF1288  ___________________________________________________________________
 HF1288* NAD 83(1997)-  37 18 10.47318(N)    097 00 57.00659(W)     ADJUSTED  
 HF1288* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 HF1288  ___________________________________________________________________
 HF1288  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 HF1288  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HF1288
 HF1288  HORZ ORDER  -  THIRD
 HF1288
 HF1288.The horizontal coordinates were established by classical geodetic methods
 HF1288.and adjusted by the National Geodetic Survey in October 1998..
 HF1288
 HF1288.The orthometric height was scaled from a topographic map.
 HF1288
 HF1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1288
 HF1288.The geoid height was determined by GEOID03.
 HF1288
 HF1288;                    North         East     Units Scale Factor Converg.
 HF1288;SPC KS S     -   471,660.894   531,575.628   MT  0.99999307   +0 54 43.4
 HF1288;UTM  14      - 4,130,321.628   675,849.819   MT  0.99998093   +1 12 10.0
 HF1288
 HF1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1288!SPC KS S     -   0.99994757  x   0.99999307  =   0.99994065
 HF1288!UTM  14      -   0.99994757  x   0.99998093  =   0.99992851
 HF1288
 HF1288:                Primary Azimuth Mark                     Grid Az
 HF1288:SPC KS S     -  WINFIELD ST TNG SCH TANK                 137 39 47.9
 HF1288:UTM  14      -  WINFIELD ST TNG SCH TANK                 137 22 21.3
 HF1288
 HF1288|---------------------------------------------------------------------|
 HF1288| PID    Reference Object                     Distance      Geod. Az  |
 HF1288|                                                           dddmmss.s |
 HF1288| HF1161 WINFIELD ST TNG SCH TANK            APPROX. 5.6 KM 1383431.3 |
 HF1288| HF1158 WINFIELD ST TNG SCH STK             APPROX. 5.6 KM 1384731.6 |
 HF1288| CL5142 ELM AZ MK                                          1783528.2 |
 HF1288| CL5143 ELM RM 1                              8.183 METERS 18520     |
 HF1288| CL5144 ELM RM 2                             13.482 METERS 25424     |
 HF1288| HF1283 UDALL MUNICIPAL TANK                APPROX.13.3 KM 3163906.7 |
 HF1288|---------------------------------------------------------------------|
 HF1288
 HF1288                          SUPERSEDED SURVEY CONTROL
 HF1288
 HF1288  NAD 83(1997)-  37 18 10.47495(N)    097 00 57.00010(W) AD(       ) 3
 HF1288  NAD 83(1986)-  37 18 10.48461(N)    097 00 56.99854(W) AD(       ) 3
 HF1288  NAD 27      -  37 18 10.39741(N)    097 00 55.86418(W) AD(       ) 3
 HF1288
 HF1288.Superseded values are not recommended for survey control.
 HF1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1288.See file dsdata.txt to determine how the superseded data were derived.
 HF1288
 HF1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7585030322(NAD 83)
 HF1288_MARKER: DS = TRIANGULATION STATION DISK
 HF1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1288_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1288+STABILITY: SURFACE MOTION
 HF1288
 HF1288  HISTORY     - Date     Condition        Report By
 HF1288  HISTORY     - 1957     MONUMENTED       CGS
 HF1288
 HF1288                          STATION DESCRIPTION
 HF1288
 HF1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1288'THE STATION IS LOCATED AT A JOG IN U.S. HIGHWAY 77 ON A SMALL
 HF1288'RISE ON THE EAST SIDE OF THE HIGHWAY.  IT IS ABOUT 4 MILES
 HF1288'AIRLINE NORTHWEST OF WINFIELD.
 HF1288'
 HF1288'TO REACH FROM THE U.S. POST OFFICE IN WINFIELD, GO WEST ON
 HF1288'EAST 10TH STREET ONE BLOCK TO U.S. HIGHWAY 77.  TURN RIGHT AND
 HF1288'GO NORTH ON U.S. HIGHWAY 77 FOR 4.7 MILES TO A FARM HOME ON THE
 HF1288'LEFT AND THE AZIMUTH MARK.  CONTINUE NORTH FOR 0.5 MILE TO A
 HF1288'JOG IN THE HIGHWAY AND THE STATION ON THE RIGHT ON A SMALL RISE.
 HF1288'
 HF1288'THE STATION MARK IS A STANDARD DISK STAMPED ELM 1957, SET IN
 HF1288'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 HF1288'2 INCHES.  IT IS 80 FEET NORTH OF THE NORTH END OF AN EXCAVATION,
 HF1288'219 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 77, 63 FEET
 HF1288'WEST-SOUTHWEST OF THE INTERSECTION OF TWO DIRT ROADS, AND 6.4
 HF1288'FEET EAST OF A STANDARD WITNESS POST.
 HF1288'
 HF1288'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ELM NO 1
 HF1288'1957, CEMENTED IN A DRILL HOLE IN A 10 X 12-INCH BOULDER THAT
 HF1288'IS FLUSH WITH THE GROUND.  IT IS 24 FEET WEST OF A PILE OF
 HF1288'LARGE BOULDERS, 28.8 FEET SOUTH OF THE WITNESS POST, AND AT THE
 HF1288'SAME ELEVATION AS THE STATION.
 HF1288'
 HF1288'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ELM NO 2
 HF1288'1957, CEMENTED IN A DRILL HOLE IN AN 8 X 30-INCH BOULDER THAT
 HF1288'IS FLUSH WITH THE GROUND.  IT IS 27 FEET SOUTH OF THE CENTER
 HF1288'LINE OF A DIRT ROAD, 39 FEET WEST-SOUTHWEST OF THE WITNESS POST,
 HF1288'AND AT THE SAME ELEVATION AS THE STATION.
 HF1288'
 HF1288'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELM 1957, SET IN
 HF1288'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH THE
 HF1288'GROUND.  IT IS LOCATED IN A FARM YARD, 50 FEET NORTHEAST OF A
 HF1288'HOUSE, 48 WEST OF THE CENTER LINE OF U.S. HIGHWAY 77, 15 FEET
 HF1288'NORTH OF THE CENTER LINE OF THE FARM DRIVEWAY, AND 1 FOOT SOUTH
 HF1288'OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0758 ***********************************************************************
 KG0758  DESIGNATION -  ELM
 KG0758  PID         -  KG0758
 KG0758  STATE/COUNTY-  KS/ROOKS
 KG0758  USGS QUAD   -  STOCKTON (1979)
 KG0758
 KG0758                         *CURRENT SURVEY CONTROL
 KG0758  ___________________________________________________________________
 KG0758* NAD 83(1997)-  39 22 44.30504(N)    099 17 49.29701(W)     ADJUSTED  
 KG0758* NAVD 88     -       648.     (meters)    2126.     (feet)  SCALED    
 KG0758  ___________________________________________________________________
 KG0758  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 KG0758  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 KG0758
 KG0758  HORZ ORDER  -  THIRD
 KG0758
 KG0758.The horizontal coordinates were established by classical geodetic methods
 KG0758.and adjusted by the National Geodetic Survey in October 1998..
 KG0758
 KG0758.The orthometric height was scaled from a topographic map.
 KG0758
 KG0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0758
 KG0758.The geoid height was determined by GEOID03.
 KG0758
 KG0758;                    North         East     Units Scale Factor Converg.
 KG0758;SPC KS N     -   116,879.008   288,253.411   MT  0.99995935   -0 49 14.3
 KG0758;UTM  14      - 4,358,875.135   474,417.660   MT  0.99960806   -0 11 18.4
 KG0758
 KG0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0758!SPC KS N     -   0.99990236  x   0.99995935  =   0.99986172
 KG0758!UTM  14      -   0.99990236  x   0.99960806  =   0.99951046
 KG0758
 KG0758:                Primary Azimuth Mark                     Grid Az
 KG0758:SPC KS N     -  STOCKTON MUNICIPAL STANDPIPE             018 33 18.4
 KG0758:UTM  14      -  STOCKTON MUNICIPAL STANDPIPE             017 55 22.5
 KG0758
 KG0758|---------------------------------------------------------------------|
 KG0758| PID    Reference Object                     Distance      Geod. Az  |
 KG0758|                                                           dddmmss.s |
 KG0758| KG0756 STOCKTON MUNICIPAL STANDPIPE        APPROX. 7.2 KM 0174404.1 |
 KG0758| CN9240 ELM RM 1                             28.939 METERS 09207     |
 KG0758| CN9239 ELM AZ MK                                          1784102.5 |
 KG0758| CN9241 ELM RM 2                             11.392 METERS 35329     |
 KG0758|---------------------------------------------------------------------|
 KG0758
 KG0758                          SUPERSEDED SURVEY CONTROL
 KG0758
 KG0758  NAD 83(1986)-  39 22 44.31129(N)    099 17 49.29810(W) AD(       ) 3
 KG0758  NAD 27      -  39 22 44.27200(N)    099 17 47.93800(W) AD(       ) 3
 KG0758
 KG0758.Superseded values are not recommended for survey control.
 KG0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0758.See file dsdata.txt to determine how the superseded data were derived.
 KG0758
 KG0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7441858875(NAD 83)
 KG0758_MARKER: DS = TRIANGULATION STATION DISK
 KG0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0758
 KG0758  HISTORY     - Date     Condition        Report By
 KG0758  HISTORY     - 1950     MONUMENTED       CGS
 KG0758  HISTORY     - 1965     GOOD             CGS
 KG0758  HISTORY     - 1966     GOOD             CGS
 KG0758
 KG0758                          STATION DESCRIPTION
 KG0758
 KG0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0758'THE STATION IS LOCATED ABOUT 10.0 MILES NORTH OF PLAINVILLE, 4.0
 KG0758'MILES SOUTH AND 1.0 MILE WEST OF STOCKTON AND ON THE WEST SIDE OF
 KG0758'THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 183.  IT IS 45.0 FEET WEST
 KG0758'OF THE CENTER OF U.S. HIGHWAY NO. 183, 25.0 FEET NORTH OF THE
 KG0758'CENTER OF A FIELD ENTRANCE, 7.0 FEET EAST OF A WITNESS POST, 7.0
 KG0758'FEET EAST OF A TELEPHONE POLE USED FOR A CORNER POST AND 6.5
 KG0758'FEET EAST OF A HIGHWAY RIGHT-OF-WAY POST.  IT IS STAMPED ELM
 KG0758'1950 AND PROJECTS 1 INCH.
 KG0758'
 KG0758'REFERENCE MARK NO. 1 IS 50.0 FEET EAST OF THE CENTER OF U.S.
 KG0758'HIGHWAY NO. 183, 19.0 FEET NORTH OF THE CENTER OF A FIELD
 KG0758'ENTRANCE, 3.0 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY POST AND 1.0
 KG0758'FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED ELM NO 1
 KG0758'1950 AND PROJECTS 4 INCHES.
 KG0758'
 KG0758'REFERENCE MARK NO. 2 IS 49.0 FEET WEST OF THE CENTER OF U.S.
 KG0758'HIGHWAY NO. 183 AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 KG0758'IT IS STAMPED ELM NO 2 1950 AND PROJECTS 4 INCHES.
 KG0758'
 KG0758'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 107.1 FEET.
 KG0758'
 KG0758'THE AZIMUTH MARK IS 50.0 FEET EAST OF THE CENTER OF U.S.
 KG0758'HIGHWAY NO. 183, 28.0 FEET SOUTH OF THE CENTER OF A EAST-WEST
 KG0758'ROCK ROAD, 2.0 FEET WEST OF A CORNER POST AND 1.5 FEET NORTH OF A
 KG0758'WITNESS POST.  IT IS STAMPED ELM 1950 AND PROJECTS 4 INCHES.
 KG0758'
 KG0758'TO REACH THE STATION FROM THE POST OFFICE IN PLAINVILLE, GO
 KG0758'EAST ON MAIN STREET FOR 0.2 MILE TO U.S. HIGHWAY NO. 183, TURN
 KG0758'LEFT AND GO NORTH ON U.S. HIGHWAY NO. 183 FOR 9.55 MILES TO THE
 KG0758'AZIMUTH MARK IN THE SOUTHEAST ANGLE OF CROSSROAD AS DESCRIBED.
 KG0758'CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY NO. 183 FOR 0.5 MILE TO
 KG0758'THE STATION ON THE LEFT AS DESCRIBED.
 KG0758
 KG0758                          STATION RECOVERY (1965)
 KG0758
 KG0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KG0758'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL RECOVERED
 KG0758'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION, EXCEPT REFERENCE
 KG0758'MARK NO. 2 HAS BEEN HIT BY MACHINERY AND PART OF THE MONUMENT IS
 KG0758'BROKEN OFF.
 KG0758
 KG0758                          STATION RECOVERY (1966)
 KG0758
 KG0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KG0758'THE STATION MARK, R.M. NO. 1 AND THE AZIMUTH MARK WERE RECOVERED
 KG0758'AND FOUND IN GOOD CONDITION.  A CORNER HAD BEEN BROKEN OFF R.M.
 KG0758'NO. 2 BUT THE MARK WAS IN GOOD CONDITION.
 KG0758'
 KG0758'A METAL WITNESS POST WAS SET 0.5 FOOT NORTH OF THE STATION MARK.  A
 KG0758'METAL RIGHT OF WAY STAKE HAS BEEN SET 0.5 FOOT SOUTH OF R.M. NO. 1.
 KG0758'A METAL WITNESS POST WAS ALSO SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 KG0758'
 KG0758'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 KG0758'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1030 ***********************************************************************
 HG1030  DESIGNATION -  ELM
 HG1030  PID         -  HG1030
 HG1030  STATE/COUNTY-  KS/FORD
 HG1030  USGS QUAD   -  WRIGHT (1972)
 HG1030
 HG1030                         *CURRENT SURVEY CONTROL
 HG1030  ___________________________________________________________________
 HG1030* NAD 83(1997)-  37 52 10.23615(N)    099 53 04.29818(W)     ADJUSTED  
 HG1030* NAVD 88     -       748.     (meters)    2454.     (feet)  SCALED    
 HG1030  ___________________________________________________________________
 HG1030  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HG1030  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 HG1030
 HG1030  HORZ ORDER  -  SECOND
 HG1030
 HG1030.The horizontal coordinates were established by classical geodetic methods
 HG1030.and adjusted by the National Geodetic Survey in October 1998..
 HG1030
 HG1030.The orthometric height was scaled from a topographic map.
 HG1030
 HG1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1030
 HG1030.The geoid height was determined by GEOID03.
 HG1030
 HG1030;                    North         East     Units Scale Factor Converg.
 HG1030;SPC KS S     -   534,401.609   278,190.640   MT  0.99993627   -0 51 03.0
 HG1030;UTM  14      - 4,191,705.700   422,202.694   MT  0.99967454   -0 32 34.8
 HG1030
 HG1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1030!SPC KS S     -   0.99988668  x   0.99993627  =   0.99982296
 HG1030!UTM  14      -   0.99988668  x   0.99967454  =   0.99956126
 HG1030
 HG1030:                Primary Azimuth Mark                     Grid Az
 HG1030:SPC KS S     -  SPEARVILLE RADAR MICROWAVE               075 26 44.8
 HG1030:UTM  14      -  SPEARVILLE RADAR MICROWAVE               075 08 16.6
 HG1030
 HG1030|---------------------------------------------------------------------|
 HG1030| PID    Reference Object                     Distance      Geod. Az  |
 HG1030|                                                           dddmmss.s |
 HG1030| HG1025 SPEARVILLE RADAR MICROWAVE          APPROX.11.9 KM 0743541.8 |
 HG1030| HG1027 SPEARVILLE MUNICIPAL TANK           APPROX.11.7 KM 1000917.9 |
 HG1030| HG1028 SPEARVILLE ST JOHNS CATH CH         APPROX.11.7 KM 1020701.1 |
 HG1030| HG1031 WRIGHT MICROWAVE KAP 39             APPROX.10.0 KM 1805120.1 |
 HG1030| CK8632 ELM RM 1                             40.398 METERS 23023     |
 HG1030| HH0854 VOR DODGE CITY RADIO DDC            APPROX.10.9 KM 2585221.6 |
 HG1030| CK8631 ELM AZ MK                                          2701242.4 |
 HG1030| CK8633 ELM RM 2                             27.222 METERS 29853     |
 HG1030|---------------------------------------------------------------------|
 HG1030
 HG1030                          SUPERSEDED SURVEY CONTROL
 HG1030
 HG1030  NAD 83(1997)-  37 52 10.24371(N)    099 53 04.29773(W) AD(       ) 2
 HG1030  NAD 83(1986)-  37 52 10.24046(N)    099 53 04.29767(W) AD(       ) 2
 HG1030  NAD 27      -  37 52 10.17076(N)    099 53 02.82890(W) AD(       ) 2
 HG1030
 HG1030.Superseded values are not recommended for survey control.
 HG1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1030.See file dsdata.txt to determine how the superseded data were derived.
 HG1030
 HG1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG2220391706(NAD 83)
 HG1030_MARKER: DS = TRIANGULATION STATION DISK
 HG1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG1030
 HG1030  HISTORY     - Date     Condition        Report By
 HG1030  HISTORY     - 1961     MONUMENTED       CGS
 HG1030  HISTORY     - 1964     GOOD             CGS
 HG1030
 HG1030                          STATION DESCRIPTION
 HG1030
 HG1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1030'THE STATION IS ABOUT 10 MILES NORTHEAST OF DODGE CITY, 7-1/2 MILES
 HG1030'WEST AND 1-1/4 MILES NORTH OF SPEARVILLE AND 6 MILES NORTH OF
 HG1030'WRIGHT, IN THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION
 HG1030'19, T 25 S, R 23 W, AND ON PROPERTY OWNED BY MR. CHARLES HOLLIDAY.
 HG1030'
 HG1030'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50, 56, AND
 HG1030'283 ABOUT 1/2 MILE WEST OF WRIGHT, GO NORTH ON HIGHWAY 283 FOR 6.4
 HG1030'MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF
 HG1030'THE INTERSECTION.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.75
 HG1030'MILE AND THE STATION ON THE RIGHT, SOUTH, SIDE OF THE ROAD.
 HG1030'
 HG1030'STATION MARKS ARE STANDARD DISKS STAMPED ELM 1961.  THE SURFACE DISK
 HG1030'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 25
 HG1030'FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 2.5 FEET NORTHEAST OF A
 HG1030'METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE UNDERGROUND
 HG1030'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 HG1030'SURFACE OF THE GROUND.
 HG1030'
 HG1030'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELM NO 1 1961, IS SET
 HG1030'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 110 FEET
 HG1030'SOUTH OF THE CENTER OF THE DIRT ROAD AND 1 FOOT EAST OF A FENCE.
 HG1030'
 HG1030'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELM NO 2 1961, IS SET
 HG1030'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 18 FEET
 HG1030'NORTH OF THE CENTER OF THE DIRT ROAD AND 1.5 FEET SOUTH OF A FENCE.
 HG1030'
 HG1030'AZIMUTH MARK, A STANDARD DISK STAMPED ELM 1961, IS SET IN A SQUARE
 HG1030'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 53 FEET EAST OF THE
 HG1030'CENTER OF HIGHWAY 283, 34 FEET SOUTH OF THE CENTER OF THE DIRT
 HG1030'ROAD, 12.5 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET NORTHEAST OF A
 HG1030'CORNER FENCE POST AND 2 FEET EAST OF A METAL WITNESS POST.
 HG1030'
 HG1030'NOTE--REFERENCE MARKS MEASURED WITH 5 AND 7 KG. TAPE TENSION.
 HG1030'
 HG1030'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HG1030
 HG1030                          STATION RECOVERY (1964)
 HG1030
 HG1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG1030'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND THE AZIMUTH MARK
 HG1030'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE DISTANCES
 HG1030'AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.  THE DIRECTION
 HG1030'TO THE AZIMUTH MARK WAS VERIFIED.  THE TO REACH IS ENTIRELY
 HG1030'ADEQUATE.
 HG1030'
 HG1030'NOTE--THE STATION MARK IS NORTHWEST OF THE METAL WITNESS POST INSTEAD
 HG1030'OF NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1502 ***********************************************************************
 JF1502  DESIGNATION -  ELMO
 JF1502  PID         -  JF1502
 JF1502  STATE/COUNTY-  KS/DICKINSON
 JF1502  USGS QUAD   -  CARLTON (1985)
 JF1502
 JF1502                         *CURRENT SURVEY CONTROL
 JF1502  ___________________________________________________________________
 JF1502* NAD 83(1997)-  38 41 25.27542(N)    097 15 46.84086(W)     ADJUSTED  
 JF1502* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 JF1502  ___________________________________________________________________
 JF1502  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 JF1502  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 JF1502
 JF1502  HORZ ORDER  -  SECOND
 JF1502
 JF1502.The horizontal coordinates were established by classical geodetic methods
 JF1502.and adjusted by the National Geodetic Survey in October 1998..
 JF1502
 JF1502.The orthometric height was scaled from a topographic map.
 JF1502
 JF1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1502
 JF1502.The geoid height was determined by GEOID03.
 JF1502
 JF1502;                    North         East     Units Scale Factor Converg.
 JF1502;SPC KS N     -    39,894.078   464,119.575   MT  1.00000435   +0 27 58.7
 JF1502;SPC KS S     -   625,323.039   507,621.083   MT  1.00002681   +0 45 36.6
 JF1502;UTM  14      - 4,283,847.461   651,067.368   MT  0.99988103   +1 05 09.7
 JF1502
 JF1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1502!SPC KS N     -   0.99993768  x   1.00000435  =   0.99994203
 JF1502!SPC KS S     -   0.99993768  x   1.00002681  =   0.99996449
 JF1502!UTM  14      -   0.99993768  x   0.99988103  =   0.99981872
 JF1502
 JF1502|---------------------------------------------------------------------|
 JF1502| PID    Reference Object                     Distance      Geod. Az  |
 JF1502|                                                           dddmmss.s |
 JF1502| CL5149 ELMO RM 1                            15.447 METERS 09020     |
 JF1502| CL5148 ELMO AZ MK                                         1671247.2 |
 JF1502| CL5150 ELMO RM 2                            17.002 METERS 35155     |
 JF1502|---------------------------------------------------------------------|
 JF1502
 JF1502                          SUPERSEDED SURVEY CONTROL
 JF1502
 JF1502  NAD 83(1986)-  38 41 25.28423(N)    097 15 46.84185(W) AD(       ) 2
 JF1502  NAD 27      -  38 41 25.27400(N)    097 15 45.75450(W) AD(       ) 2
 JF1502
 JF1502.Superseded values are not recommended for survey control.
 JF1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1502.See file dsdata.txt to determine how the superseded data were derived.
 JF1502
 JF1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH5106783847(NAD 83)
 JF1502_MARKER: DS = TRIANGULATION STATION DISK
 JF1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1502
 JF1502  HISTORY     - Date     Condition        Report By
 JF1502  HISTORY     - 1961     MONUMENTED       CGS
 JF1502  HISTORY     - 1968     GOOD             CGS
 JF1502
 JF1502                          STATION DESCRIPTION
 JF1502
 JF1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF1502'THE STATION IS LOCATED 2-1/2 MILES NORTHWEST OF ELMO, 2
 JF1502'MILES EAST OF CARLTON, 0.7 MILE NORTH OF STATE HIGHWAY
 JF1502'4, ON A PROMINENT RIDGE WHICH IS JUST NORTH OF A STOCK POND.
 JF1502'
 JF1502'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4
 JF1502'AND A PAVED NORTH-SOUTH ROAD WHICH IS 1/2 MILE SOUTHWEST OF
 JF1502'CARLTON, GO EASTERLY ON STATE HIGHWAY 4 FOR 2.1 MILE TO A
 JF1502'CROSSROAD, TURN LEFT AND GO NORTH FOR .05 MILE TO THE AZIMUTH
 JF1502'MARK ON THE LEFT, CONTINUE NORTH CROSSING RAILROAD TRACKS AND
 JF1502'GO .05 MILE TO A GATE ON THE LEFT, TURN LEFT PASS THROUGH
 JF1502'GATE AND TAKE LEFT ROAD WESTERLY FOR 0.3 MILE TO A FORK, TAKE
 JF1502'RIGHT ROAD AND GO NORTH ON THE EAST SIDE OF A NORTH-SOUTH
 JF1502'FENCE FOR 0.45 MILE, TURN RIGHT ACROSS PASTURE FOR 0.1 MILE TO
 JF1502'THE HIGHEST POINT AND THE STATION.
 JF1502'
 JF1502'THE STATION MARKS ARE STANDARD DISKS STAMPED ELMO 1961, THE
 JF1502'SURFACE DISK IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JF1502'MONUMENT THAT PROJECTS 4 INCHES.  IT IS SOUTHWEST EDGE OF THE
 JF1502'RIDGE AND 4-1/2 FEET NORTHEAST OF A METAL WITNESS POST WITH
 JF1502'SIGN.
 JF1502'
 JF1502'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ELMO NO 1 1961,
 JF1502'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 JF1502'PROJECTS 6 INCHES.
 JF1502'
 JF1502'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ELMO NO 2 1961,
 JF1502'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 JF1502'PROJECTS 4 INCHES.
 JF1502'
 JF1502'AZIMUTH MARK IS A STANDARD DISK STAMPED ELMO 1961, SET IN
 JF1502'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JF1502'2 INCHES.  IT IS 118 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD
 JF1502'TRACKS, 37 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT
 JF1502'ROAD, 10 FEET NORTH OF A POWERLINE POLE, 2-1/2 FEET NORTHWEST
 JF1502'OF A FENCE CORNER AND 2-1/2 FEET NORTHWEST OF A METAL WITNESS
 JF1502'POST WITH SIGN.
 JF1502
 JF1502                          STATION RECOVERY (1968)
 JF1502
 JF1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1502'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1502'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1961
 JF1502'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 JF1502'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JF1502'
 JF1502'TO REACH THE STATION FROM THE PAVED CROSSROAD WHICH IS 1/2
 JF1502'MILE SOUTHWEST OF CARLTON, GO EAST ON STATE HIGHWAY 4 FOR 2.1
 JF1502'MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A DIRT ROAD
 JF1502'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH
 JF1502'ON THE DIRT ROAD, CROSSING RAILROAD TRACKS, FOR 0.55 MILE TO
 JF1502'A WIRE GATE ON THE LEFT.  TURN LEFT PASSING THROUGH THE GATE
 JF1502'AND GO WEST ACROSS PASTURE FOR 0.15 MILE TO THE HIGHEST
 JF1502'POINT OF HILL AND THE STATION.
 JF1502'
 JF1502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 JF1502'MILES NORTHWEST OF ELMO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0671 ***********************************************************************
 HE0671  DESIGNATION -  ELSMORE RESET
 HE0671  PID         -  HE0671
 HE0671  STATE/COUNTY-  KS/ALLEN
 HE0671  USGS QUAD   -  ELSMORE (1966)
 HE0671
 HE0671                         *CURRENT SURVEY CONTROL
 HE0671  ___________________________________________________________________
 HE0671* NAD 83(1997)-  37 48 19.77017(N)    095 09 08.81189(W)     ADJUSTED  
 HE0671* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 HE0671  ___________________________________________________________________
 HE0671  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 HE0671  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 HE0671
 HE0671  HORZ ORDER  -  SECOND
 HE0671
 HE0671.The horizontal coordinates were established by classical geodetic methods
 HE0671.and adjusted by the National Geodetic Survey in October 1998..
 HE0671
 HE0671.The orthometric height was scaled from a topographic map.
 HE0671
 HE0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0671
 HE0671.The geoid height was determined by GEOID03.
 HE0671
 HE0671;                    North         East     Units Scale Factor Converg.
 HE0671;SPC KS S     -   531,683.378   694,716.986   MT  0.99993783   +2 03 25.8
 HE0671;UTM  15      - 4,186,416.640   310,511.603   MT  1.00004226   -1 19 11.3
 HE0671
 HE0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0671!SPC KS S     -   0.99995293  x   0.99993783  =   0.99989077
 HE0671!UTM  15      -   0.99995293  x   1.00004226  =   0.99999519
 HE0671
 HE0671|---------------------------------------------------------------------|
 HE0671| PID    Reference Object                     Distance      Geod. Az  |
 HE0671|                                                           dddmmss.s |
 HE0671| CL5154 ELSMORE RM 3                         19.347 METERS 03156     |
 HE0671| CL5152 ELSMORE RM 1                         16.354 METERS 11119     |
 HE0671| CL5153 ELSMORE RM 2                         21.385 METERS 25438     |
 HE0671| CL5151 ELSMORE AZ MK                                      2681616.3 |
 HE0671| HE0673 MORAN MUNICIPAL STANDPIPE           APPROX.12.5 KM 3543903.0 |
 HE0671|---------------------------------------------------------------------|
 HE0671
 HE0671                          SUPERSEDED SURVEY CONTROL
 HE0671
 HE0671  NAD 83(1997)-  37 48 19.77518(N)    095 09 08.81127(W) AD(       ) 2
 HE0671  NAD 83(1986)-  37 48 19.77788(N)    095 09 08.80364(W) AD(       ) 2
 HE0671  NAD 27      -  37 48 19.62400(N)    095 09 07.88300(W) AD(       ) 2
 HE0671
 HE0671.Superseded values are not recommended for survey control.
 HE0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0671.See file dsdata.txt to determine how the superseded data were derived.
 HE0671
 HE0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1051286417(NAD 83)
 HE0671_MARKER: DS = TRIANGULATION STATION DISK
 HE0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0671
 HE0671  HISTORY     - Date     Condition        Report By
 HE0671  HISTORY     - 1948     MONUMENTED       CGS
 HE0671  HISTORY     - 1966     MARK NOT FOUND   CGS
 HE0671
 HE0671                          STATION DESCRIPTION
 HE0671
 HE0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0671'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH OF MORAN AND 1.0
 HE0671'MILE NORTH OF ELSMORE IN THE NORTHWEST ANGLE FORMED BY EAST-WEST
 HE0671'ROAD AND MISSOURI-KANSAS AND TEXAS RAILROAD.  IT IS 46 FEET
 HE0671'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 81 FEET WEST
 HE0671'OF THE WEST RAIL OF THE MAIN LINE TRACK AND 3 FEET SOUTH OF
 HE0671'WITNESS POST.  IT IS STAMPED ELSMORE 1948 AND PROJECTS 4 INCHES.
 HE0671'
 HE0671'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, 29.5
 HE0671'FEET WEST OF THE WEST RAIL OF THE MAIN LINE TRACK AND 27
 HE0671'FEET NORTH OF THE CENTER OF EAST-WEST ROAD.  IT IS STAMPED
 HE0671'ELSMORE NO 1 1948 AND PROJECTS 2 INCHES.
 HE0671'
 HE0671'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, 25
 HE0671'FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD.  IT IS STAMPED
 HE0671'ELSMORE NO 2 1948 AND PROJECTS 4 INCHES.
 HE0671'
 HE0671'THE AZIMUTH MARK IS ABOUT 0.25 MILE WEST OF THE STATION,
 HE0671'25 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 10 FEET
 HE0671'EAST OF WILD CHERRY TREE AND 3 FEET EAST OF WITNESS POST.
 HE0671'IT IS STAMPED ELSMORE 1948 AND PROJECTS 2 INCHES.  TO REACH FROM
 HE0671'THE STATION, GO WEST FOR 0.25 MILE TO THE MARK ON THE NORTH SIDE
 HE0671'OF ROAD AS DESCRIBED.
 HE0671'
 HE0671'TO REACH THE STATION FROM THE RAILROAD STATION IN ELSMORE,
 HE0671'GO NORTH ON GRAVELED ROAD ON EAST SIDE OF TRACKS FOR 1.0
 HE0671'MILE TO T-ROAD JUNCTION, TURN LEFT AND CROSS RAILROAD TRACK TO
 HE0671'THE STATION ON THE NORTH SIDE OF ROAD AND IN THE NORTHWEST
 HE0671'ANGLE AS DESCRIBED.
 HE0671'
 HE0671'AN 87 FOOT SIGNAL AT STATION CATION 1940 IS VISIBLE AT 37
 HE0671'FEET.
 HE0671'
 HE0671'A 74 FOOT SIGNAL AT STATION LA HARPE IS VISIBLE AT 37 FEET.
 HE0671'
 HE0671'AN 87 FOOT SIGNAL AT STATION MORAN IS VISIBLE AT 37 FEET.
 HE0671'
 HE0671'AN 87 FOOT SIGNAL AT STATION BRONSON IS VISIBLE AT 37 FEET.
 HE0671'
 HE0671'A 74 FOOT SIGNAL AT STATION SAVON 1940 IS VISIBLE AT 20 FEET.
 HE0671'
 HE0671'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE0671
 HE0671                          STATION RECOVERY (1966)
 HE0671
 HE0671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 HE0671'THE STATION SURFACE MARK AND REFERENCE MARK NO. 2 WERE FOUND
 HE0671'DESTROYED.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 HE0671'RECOVERED AND FOUND IN GOOD CONDITION.  THE UNDERGROUND DISK
 HE0671'WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO
 HE0671'REFERENCE MARK NO. 1 WAS VERIFIED BUT THE DISTANCE FAILED
 HE0671'TO CHECK BY 0.03 FEET.
 HE0671'
 HE0671'A NEW SURFACE MARK AND REFERENCE MARK NO. 3 WERE SET.
 HE0671'
 HE0671'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HE0671'
 HE0671'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF MORAN, 1 MILE
 HE0671'NORTH OF ELSMORE, IN THE CITY DUMP WHICH IS IN THE NORTHWEST
 HE0671'ANGLE FORMED BY AN EAST-WEST ROAD AND THE MISSOURI-KANSAS AND
 HE0671'TEXAS RAILROAD.
 HE0671'
 HE0671'THE SURFACE MARK, A STANDARD DISK STAMPED ELSMORE 1948 1966,
 HE0671'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 4 INCHES
 HE0671'BELOW THE SURFACE OF THE GROUND.  IT IS 81 FEET WEST OF THE
 HE0671'WEST RAIL OF RAILROAD TRACK, 46 FEET NORTH OF THE CENTER OF
 HE0671'THE EAST-WEST GRAVELED ROAD, AND 2 FEET WEST OF A METAL
 HE0671'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HE0671'MASS OF CONCRETE WHICH IS SURROUNDED BY ROCK, THE DISK IS
 HE0671'STAMPED ELSMORE 1948 AND IS ABOUT 2 FEET BELOW THE SURFACE
 HE0671'OF THE GROUND.
 HE0671'
 HE0671'TO REACH THE STATION FROM THE RAILROAD STATION IN ELSMORE,
 HE0671'GO NORTH ON A GRAVELED ROAD ON THE EAST SIDE OF TRACKS FOR
 HE0671'1.0 MILE TO A T-INTERSECTION.  TURN LEFT AND CROSS RAILROAD
 HE0671'TRACK AND THE STATION ON THE NORTH SIDE OF THE ROAD AS DESCRIBED.
 HE0671'(CONTINUE WEST ON THE GRAVELED ROAD FOR 0.25 MILE TO THE
 HE0671'AZIMUTH MARK ON THE RIGHT.)
 HE0671'
 HE0671'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELSMORE NO 1
 HE0671'1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HE0671'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 29.5 FEET WEST OF
 HE0671'THE WEST RAIL, 26 FEET NORTH OF THE CENTER OF THE EAST-WEST
 HE0671'ROAD, AND 17 FEET SOUTHWEST OF A TELEGRAPH POLE.
 HE0671'
 HE0671'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ELSMORE NO 3 1948
 HE0671'1966, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HE0671'3 INCHES.  IT IS 100 FEET NORTH OF THE CENTER OF THE EAST-WEST
 HE0671'GRAVELED ROAD, AND 45.5 FEET WEST OF THE WEST RAIL.
 HE0671'
 HE0671'AZIMUTH MARK, A STANDARD DISK STAMPED ELSMORE 1948, IS SET IN THE
 HE0671'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 HE0671'20 FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD, 8
 HE0671'FEET EAST OF A WILD CHERRY TREE, AND 1 FOOT NORTH OF A METAL
 HE0671'WITNESS POST AND A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0710 ***********************************************************************
 JH0710  DESIGNATION -  ELYTE RESET
 JH0710  PID         -  JH0710
 JH0710  STATE/COUNTY-  KS/SCOTT
 JH0710  USGS QUAD   -  AMY SW (1974)
 JH0710
 JH0710                         *CURRENT SURVEY CONTROL
 JH0710  ___________________________________________________________________
 JH0710* NAD 83(1997)-  38 21 26.28894(N)    100 43 18.77201(W)     ADJUSTED  
 JH0710* NAVD 88     -       904.     (meters)    2966.     (feet)  SCALED    
 JH0710  ___________________________________________________________________
 JH0710  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 JH0710  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 JH0710
 JH0710  HORZ ORDER  -  SECOND
 JH0710
 JH0710.The horizontal coordinates were established by classical geodetic methods
 JH0710.and adjusted by the National Geodetic Survey in October 1998..
 JH0710
 JH0710.The orthometric height was scaled from a topographic map.
 JH0710
 JH0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0710
 JH0710.The geoid height was determined by GEOID03.
 JH0710
 JH0710;                    North         East     Units Scale Factor Converg.
 JH0710;SPC KS S     -   589,952.288   205,822.495   MT  0.99996530   -1 21 55.5
 JH0710;UTM  14      - 4,246,862.783   349,554.614   MT  0.99987875   -1 04 07.5
 JH0710
 JH0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0710!SPC KS S     -   0.99986207  x   0.99996530  =   0.99982737
 JH0710!UTM  14      -   0.99986207  x   0.99987875  =   0.99974084
 JH0710
 JH0710|---------------------------------------------------------------------|
 JH0710| PID    Reference Object                     Distance      Geod. Az  |
 JH0710|                                                           dddmmss.s |
 JH0710| CK8637 ELYTE RM 3                           15.051 METERS 00134     |
 JH0710| JH0712 GRIGSTON GANO ELEVATOR              APPROX.14.2 KM 0013414.1 |
 JH0710| JH0732 SHALLOW WATER CENTURY REF STK       APPROX.17.4 KM 2532942.2 |
 JH0710| CK8635 ELYTE RM 1                           21.123 METERS 25553     |
 JH0710| CK8636 ELYTE RM 2                           97.841 METERS 34735     |
 JH0710| CK8634 ELYTE AZ MK                                        3582609.6 |
 JH0710|---------------------------------------------------------------------|
 JH0710
 JH0710                          SUPERSEDED SURVEY CONTROL
 JH0710
 JH0710  NAD 83(1986)-  38 21 26.29280(N)    100 43 18.77120(W) AD(       ) 2
 JH0710  NAD 27      -  38 21 26.22347(N)    100 43 17.23235(W) AD(       ) 2
 JH0710
 JH0710.Superseded values are not recommended for survey control.
 JH0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0710.See file dsdata.txt to determine how the superseded data were derived.
 JH0710
 JH0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH4955546863(NAD 83)
 JH0710_MARKER: DS = TRIANGULATION STATION DISK
 JH0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0710
 JH0710  HISTORY     - Date     Condition        Report By
 JH0710  HISTORY     - 1963     MONUMENTED       CGS
 JH0710  HISTORY     - 1974     POOR             USGS
 JH0710  HISTORY     - 1976     SEE DESCRIPTION  NGS
 JH0710
 JH0710                          STATION DESCRIPTION
 JH0710
 JH0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0710'THE STATION IS LOCATED 13-1/2 MILES SOUTHEAST OF SCOTT CITY, 9 MILES
 JH0710'SOUTH OF GRIGSTON, ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH
 JH0710'GRAVELED ROAD.
 JH0710'
 JH0710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 JH0710'HIGHWAY 96 IN SCOTT CITY, GO SOUTH ON U.S. HIGHWAY 83 FOR 7.8 MILES
 JH0710'TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 9.75
 JH0710'MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT AS
 JH0710'DESCRIBED.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.6
 JH0710'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JH0710'
 JH0710'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 14-INCH
 JH0710'CONCRETE CYLINDER WHICH IS 14 INCHES BELOW THE SURFACE OF THE GROUND
 JH0710'AND IS STAMPED ELYTE 1963.  IT IS 28 FEET EAST OF THE CENTER OF A
 JH0710'NORTH-SOUTH GRAVELED ROAD.
 JH0710'
 JH0710'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0710'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED ELYTE NO 1
 JH0710'1963.  IT IS 39 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 JH0710'ROAD, 3 FEET SOUTH OF A TELEPHONE POLE AND 1.9 FEET NORTH OF A
 JH0710'METAL WITNESS POST.
 JH0710'
 JH0710'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0710'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED ELYTE NO 2
 JH0710'1963.  IT IS 39 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 JH0710'ROAD, 3.8 FEET NORTH OF A METAL WITNESS POST AND 3 FEET SOUTH OF A
 JH0710'TELEPHONE POLE.
 JH0710'
 JH0710'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0710'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED ELYTE
 JH0710'1963.  IT IS 68 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED
 JH0710'ROAD, 39 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD,
 JH0710'3 FEET SOUTH OF A TELEPHONE POLE AND 2.1 FEET NORTH OF A METAL
 JH0710'WITNESS POST.
 JH0710
 JH0710                          STATION RECOVERY (1974)
 JH0710
 JH0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (GS)
 JH0710'THE STATION MARK WAS DESCRIBED AS BEING SET 14 INCHES BELOW THE
 JH0710'SURFACE OF THE GROUND.  THE STATION MARK WAS FOUND IN THE BOTTOM OF
 JH0710'THE ROAD DITCH AND FLUSH WITH THE GROUND.  IT HAS BEEN HIT AND IS
 JH0710'LEANING SLIGHTLY.  POSITION MIGHT BE OKAY.  RM NO. 2 WAS
 JH0710'DESTROYED.  THE CONCRETE POST WITH THE DISK WAS LYING AT THE SITE.
 JH0710'RM NO. 1 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 JH0710'
 JH0710'DIRECTION AND DISTANCE THE STATION IS LOCATED 13-1/2 MILES SOUTHEAST
 JH0710'OF SCOTT CITY.
 JH0710
 JH0710                          STATION RECOVERY (1976)
 JH0710
 JH0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JH0710'THE SUB-SURFACE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 JH0710'WERE RECOVERED AND FOUND IN GOOD CONDITION.  IT IS BELIEVED THAT
 JH0710'ROAD IMPROVEMENT HAD TILTED THE SURFACE STATION MARK OUT OF POSITION
 JH0710'AND DESTROYED REFERENCE MARK 2 WHICH WAS FOUND BROKEN OFF AND
 JH0710'LYING ON TOP THE GROUND IN A ROAD DITCH AND THE DISK WAS
 JH0710'RECLAIMED THIS DATE.  THE STATION MARK WAS SET DIRECTLY ABOVE
 JH0710'THE UNDERGROUND MARK AND REFERENCE MARK 3 WAS ESTABLISHED THIS
 JH0710'DATE.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED
 JH0710'THE PREVIOUS DATA.  FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 JH0710'
 JH0710'THE STATION IS LOCATED 13-1/2 MILES SOUTHEAST OF SCOTT CITY, 9 MILES
 JH0710'SOUTH OF GRIGSTON AND IN A ROAD DITCH ON THE EAST SIDE OF A GRAVELED
 JH0710'ROAD.
 JH0710'
 JH0710'TO REACH THE STATION FROM THE JUNCTION OF THE ROAD LEADING TO
 JH0710'GRIGSTON AND STATE HIGHWAY 96 ABOUT 0.15 MILE SOUTH OF GRIGSTON, GO
 JH0710'WEST ON HIGHWAY 96 FOR 0.4 MILE TO A GRAVELED CROSSROAD, TURN
 JH0710'LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 8.0 MILES TO A
 JH0710'CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE
 JH0710'CROSSROAD, CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.6 MILE TO THE
 JH0710'STATION ON THE LEFT.
 JH0710'
 JH0710'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ELYTE 1963
 JH0710'1976, SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS 2
 JH0710'INCHES BELOW THE GROUND SURFACE.  IT IS 29 FEET EAST OF THE CENTER OF
 JH0710'THE GRAVELED ROAD AND 4 FEET WEST OF A METAL WITNESS POST.  THE
 JH0710'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 JH0710'INCHES BELOW THE GROUND AND THE DISK IS STAMPED ELYTE 1963.
 JH0710'
 JH0710'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ELYTE NO 1 1963, SET IN
 JH0710'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 6 INCHES
 JH0710'ABOVE THE GROUND SURFACE.  IT IS 40 FEET WEST OF THE CENTER OF THE
 JH0710'GRAVELED ROAD AND 2 FEET NORTH OF A METAL WITNESS POST.
 JH0710'
 JH0710'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 JH0710'ELYTE 1963 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 JH0710'31 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 0.8 FOOT WEST OF
 JH0710'A METAL WITNESS POST.
 JH0710'
 JH0710'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELYTE 1963, SET IN THE
 JH0710'TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 JH0710'THE GROUND SURFACE.  IT IS 68 FEET SOUTH OF AN EAST-WEST GRAVELED
 JH0710'ROAD, 40 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 2
 JH0710'FEET NORTH OF A METAL WITNESS POST.
 JH0710'
 JH0710'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.0 MILES SOUTH OF
 JH0710'GRIGSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1721 ***********************************************************************
 JE1721  DESIGNATION -  EMERALD
 JE1721  PID         -  JE1721
 JE1721  STATE/COUNTY-  KS/ANDERSON
 JE1721  USGS QUAD   -  WILLIAMSBURG (1983)
 JE1721
 JE1721                         *CURRENT SURVEY CONTROL
 JE1721  ___________________________________________________________________
 JE1721* NAD 83(1997)-  38 23 05.41979(N)    095 27 14.62520(W)     ADJUSTED  
 JE1721* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 JE1721  ___________________________________________________________________
 JE1721  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JE1721  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JE1721
 JE1721  HORZ ORDER  -  SECOND
 JE1721
 JE1721.The horizontal coordinates were established by classical geodetic methods
 JE1721.and adjusted by the National Geodetic Survey in October 1998..
 JE1721
 JE1721.The orthometric height was scaled from a topographic map.
 JE1721
 JE1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1721
 JE1721.The geoid height was determined by GEOID03.
 JE1721
 JE1721;                    North         East     Units Scale Factor Converg.
 JE1721;SPC KS S     -   595,041.590   666,072.509   MT  0.99996910   +1 52 18.5
 JE1721;UTM  15      - 4,251,366.400   285,655.533   MT  1.00016584   -1 31 27.9
 JE1721
 JE1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1721!SPC KS S     -   0.99995470  x   0.99996910  =   0.99992380
 JE1721!UTM  15      -   0.99995470  x   1.00016584  =   1.00012053
 JE1721
 JE1721|---------------------------------------------------------------------|
 JE1721| PID    Reference Object                     Distance      Geod. Az  |
 JE1721|                                                           dddmmss.s |
 JE1721| JE1723 EMERALD ST PATRICKS CATH CH          62.142 METERS 04502     |
 JE1721| CL5157 EMERALD RM 1                         22.311 METERS 07528     |
 JE1721| CL5155 EMERALD AZ MK                                      1681822.5 |
 JE1721| CL5156 EMERALD AZ MK RESET                                1734538.3 |
 JE1721| CL5158 EMERALD RM 2                         18.618 METERS 22521     |
 JE1721|---------------------------------------------------------------------|
 JE1721
 JE1721                          SUPERSEDED SURVEY CONTROL
 JE1721
 JE1721  NAD 83(1986)-  38 23 05.42656(N)    095 27 14.62511(W) AD(       ) 2
 JE1721  NAD 27      -  38 23 05.36900(N)    095 27 13.69500(W) AD(       ) 2
 JE1721
 JE1721.Superseded values are not recommended for survey control.
 JE1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1721.See file dsdata.txt to determine how the superseded data were derived.
 JE1721
 JE1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC8565651366(NAD 83)
 JE1721_MARKER: DS = TRIANGULATION STATION DISK
 JE1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1721
 JE1721  HISTORY     - Date     Condition        Report By
 JE1721  HISTORY     - 1948     MONUMENTED       CGS
 JE1721  HISTORY     - 1955     GOOD             CGS
 JE1721  HISTORY     - 1970     GOOD             NGS
 JE1721
 JE1721                          STATION DESCRIPTION
 JE1721
 JE1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1721'THE STATION IS LOCATED ABOUT 14.0 MILES NORTHWEST OF GARNETT, 8.0
 JE1721'MILES EAST OF WAVERLY AND 0.3 MILE SOUTH OF THE ANDERSON-FRANKLIN
 JE1721'COUNTY LINE ON THE HIGH POINT OF A PROMINENT RIDGE ON THE WEST
 JE1721'SIDE OF STATE ROUTE 31 OVERLOOKING THE VALLEY TO THE NORTH,
 JE1721'EAST AND SOUTH AND ON LAND OWNED BY THE ST. PATRICKS CATHOLIC
 JE1721'CHURCH.  IT IS 129 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JE1721'OF THE CHURCH, 25 FEET SOUTH OF THE SOUTH END OF STEEL GATE
 JE1721'INTO CEMETERY AND 17 FEET SOUTH OF FENCE LINE.  IT IS STAMPED
 JE1721'EMERALD 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE1721'
 JE1721'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, 27 FEET
 JE1721'SOUTH OF THE DRIVEWAY INTO THE CEMETERY AND 1 FOOT SOUTH OF
 JE1721'EAST-WEST FENCE LINE.  IT IS STAMPED EMERALD NO 1 1948 AND
 JE1721'SET FLUSH WITH THE GROUND SURFACE.
 JE1721'
 JE1721'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, SET IN THE
 JE1721'OPEN PASTURE ABOUT 86 FEET SOUTH OF THE STEEL GATE INTO THE
 JE1721'CEMETERY.  IT IS STAMPED EMERALD NO 2 1948 AND SET FLUSH WITH
 JE1721'THE GROUND SURFACE.
 JE1721'
 JE1721'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHEAST OF THE STATION,
 JE1721'30 FEET EAST OF THE CENTER OF STATE ROUTE 31, 2 FEET SOUTHWEST OF
 JE1721'SOUTH END OF GATE INTO FIELD AND 2 FEET NORTH OF WITNESS POST.
 JE1721'IT IS STAMPED EMERALD 1948 AND PROJECTS 4 INCHES.
 JE1721'
 JE1721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 JE1721'AND STATE ROUTE 31 IN THE WEST EDGE OF GARNETT, GO WEST, NORTH AND
 JE1721'WEST ON STATE ROUTE 31 FOR 12.7 MILES TO THE VILLAGE OF HARRIS,
 JE1721'CONTINUE WEST AND NORTH ON STATE ROUTE 31 FOR 4.7 MILES TO THE
 JE1721'AZIMUTH MARK ON THE EAST SIDE AS DESCRIBED, CONTINUE NORTH
 JE1721'ON STATE ROUTE 31 FOR 0.45 MILE TO THE DRIVEWAY INTO THE ST
 JE1721'PATRICKS CATHOLIC CHURCH ON THE WEST SIDE OF THE ROAD, TURN LEFT
 JE1721'INTO DRIVEWAY AND FOLLOW AROUND TO THE ENTRANCE TO THE CEMETERY AT
 JE1721'THE SOUTHWEST SIDE OF THE GROUNDS AND STATION AS DESCRIBED.
 JE1721'
 JE1721'A 113 FOOT SIGNAL AT STATION WELDA IS VISIBLE AT 4 FEET.
 JE1721'
 JE1721'A 4 FOOT SIGNAL AT STATION WESTPHALIA IS VISIBLE AT 37 FEET.
 JE1721'
 JE1721'AN 87 FOOT SIGNAL AT STATION HATCH 1934 IS VISIBLE AT 37 FEET.
 JE1721'
 JE1721'A 4 FOOT SIGNAL AT STATION MOUND IS VISIBLE AT 4 FEET.
 JE1721'
 JE1721'AN 87 FOOT SIGNAL AT STATION WAVERLY 1934 IS VISIBLE AT 10 FEET.
 JE1721'
 JE1721'A 74 FOOT SIGNAL AT STATION AGRICOLA IS VISIBLE AT 37 FEET.
 JE1721'
 JE1721'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1721
 JE1721                          STATION RECOVERY (1955)
 JE1721
 JE1721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 JE1721'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JE1721'GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WILL BE DESTROYED BY
 JE1721'ROAD CONSTRUCTION ON STATE HIGHWAY 31.  THE OLD AZIMUTH
 JE1721'MARK WAS NOT VISIBLE FROM THE STATION AS IT WOULD REQUIRE A
 JE1721'40-FOOT TARGET.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THE
 JE1721'REQUEST OF THE KANSAS STATE HIGHWAY DEPARTMENT.  A COMPLETE
 JE1721'DESCRIPTION FOLLOWS.
 JE1721'
 JE1721'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF GARNETT, 8 MILES
 JE1721'EAST OF WAVERLY, 4 MILES NORTH-NORTHWEST OF THE SMALL VILLAGE
 JE1721'OF HARRIS, AND 1/4 MILE SOUTH OF THE ANDERSON-FRANKLIN COUNTY
 JE1721'LINE ON THE HIGH POINT OF A PROMINENT RIDGE ON LAND OWNED AND
 JE1721'OCCUPIED BY ST. PATRICKS CATHOLIC CHURCH.  IT IS ABOUT 100
 JE1721'YARDS WEST OF STATE HIGHWAY 31, 129 FEET SOUTHWEST OF THE
 JE1721'SOUTHWEST CORNER OF THE CHURCH, 40 FEET WEST-SOUTHWEST OF A
 JE1721'POWER POLE, 31 FEET SOUTH OF THE CENTER OF ROCK ROAD LEADING TO
 JE1721'THE CEMETERY, 27 FEET NORTH OF A 12-INCH OAK TREE, AND 17
 JE1721'FEET SOUTH OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND
 JE1721'AND THE DISK IS STAMPED EMERALD 1948.
 JE1721'
 JE1721'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, 35
 JE1721'FEET EAST OF A POWER POLE AND 1 FOOT SOUTH OF A FENCE.  THE
 JE1721'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED EMERALD
 JE1721'NO 1 1948.
 JE1721'
 JE1721'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, SET IN OPEN
 JE1721'PASTURE 60 FEET SOUTH OF FENCE AND 42 FEET WEST-SOUTHWEST OF
 JE1721'12-INCH OAK.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 JE1721'IS STAMPED EMERALD NO 2 1948.
 JE1721'
 JE1721'THE AZIMUTH MARK (RESET) IS 0.8 MILE SOUTH OF STATION, 150
 JE1721'YARDS SOUTH OF CROSSROADS, 50 FEET EAST OF THE CENTER OF STATE
 JE1721'HIGHWAY 31, 11 FEET NORTH OF A FENCE T-INTERSECTION, 2 FEET SOUTH
 JE1721'OF WITNESS POST, AND 1 FOOT WEST OF RIGHT-OF-WAY FENCE.  THE
 JE1721'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EMERALD 1948
 JE1721'RESET 1955.
 JE1721'
 JE1721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 JE1721'AND STATE HIGHWAY 31 IN THE WEST EDGE OF GARNETT, GO WEST,
 JE1721'NORTH AND WEST ON STATE HIGHWAY 31 FOR 12.7 MILES TO THE SMALL
 JE1721'VILLAGE OF HARRIS.  CONTINUE WEST AND NORTH ON STATE HIGHWAY 31
 JE1721'FOR 4.4 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH
 JE1721'ON STATE HIGHWAY 31 FOR 0.8 MILE TO ST. PATRICKS CATHOLIC
 JE1721'CHURCH ON THE WEST SIDE OF HIGHWAY.  TURN LEFT INTO DRIVEWAY
 JE1721'AND FOLLOW AROUND FRONT OF CHURCH TO THE SOUTHSIDE FOR 0.05
 JE1721'MILE TO ROAD LEADING TO CEMETERY AND THE STATION.
 JE1721
 JE1721                          STATION RECOVERY (1970)
 JE1721
 JE1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1721'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1721'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JE1721'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1721'
 JE1721'FOLLOWING ARE ADDITIONAL NOTES.
 JE1721'
 JE1721'STATION IS 15.5 FEET WEST-NORTHWEST OF THE WEST EDGE OF A CONCRETE
 JE1721'BASE FOR THE EMERALD STANDPIPE, 0.5 FEET WEST OF A METAL WITNESS
 JE1721'POST, AND 2 INCHES BELOW THE SURFACE OF THE GROUND.
 JE1721'
 JE1721'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 JE1721'
 JE1721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 JE1721'NORTHWEST OF GARNETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1723 ***********************************************************************
 JE1723  DESIGNATION -  EMERALD ST PATRICKS CATH CH
 JE1723  PID         -  JE1723
 JE1723  STATE/COUNTY-  KS/ANDERSON
 JE1723  USGS QUAD   -  WILLIAMSBURG (1983)
 JE1723
 JE1723                         *CURRENT SURVEY CONTROL
 JE1723  ___________________________________________________________________
 JE1723* NAD 83(1997)-  38 23 06.84387(N)    095 27 12.81343(W)     ADJUSTED  
 JE1723* NAVD 88     -                                                        
 JE1723  ___________________________________________________________________
 JE1723  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 JE1723  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JE1723
 JE1723  HORZ ORDER  -  THIRD
 JE1723
 JE1723.The horizontal coordinates were established by classical geodetic methods
 JE1723.and adjusted by the National Geodetic Survey in October 1998..
 JE1723
 JE1723
 JE1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1723
 JE1723.The geoid height was determined by GEOID03.
 JE1723
 JE1723;                    North         East     Units Scale Factor Converg.
 JE1723;SPC KS S     -   595,086.912   666,115.021   MT  0.99996915   +1 52 19.6
 JE1723;UTM  15      - 4,251,409.132   285,700.664   MT  1.00016560   -1 31 26.8
 JE1723
 JE1723                          SUPERSEDED SURVEY CONTROL
 JE1723
 JE1723  NAD 83(1986)-  38 23 06.85072(N)    095 27 12.81292(W) AD(       ) 4
 JE1723  NAD 27      -  38 23 06.79400(N)    095 27 11.88300(W) AD(       ) 3
 JE1723
 JE1723.Superseded values are not recommended for survey control.
 JE1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1723.See file dsdata.txt to determine how the superseded data were derived.
 JE1723
 JE1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC8570151409(NAD 83)
 JE1723_MARKER: 91 = CHURCH CROSS
 JE1723
 JE1723  HISTORY     - Date     Condition        Report By
 JE1723  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1723
 JE1723                          STATION DESCRIPTION
 JE1723
 JE1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 JE1723'LOCATED ABOUT 5 MILES NORTH OF THE VILLAGE OF HARRIS AND ABOUT
 JE1723'14 MILES NORTHWEST OF GARNETT ON A HIGH PROMINENT RIDGE
 JE1723'OVERLOOKING A VALLEY TO THE NORTH, EAST, AND SOUTH AND ON THE
 JE1723'WEST SIDE OF STATE ROUTE 31.  IT IS A RED BRICK STRUCTURE WITH
 JE1723'A BELFRY AND CROSS OVER THE MAIN ENTRANCE.  POINT OBSERVED
 JE1723'UPON WAS THE CROSS ATOP THE BELFRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1537 ***********************************************************************
 JF1537  DESIGNATION -  EMMA
 JF1537  PID         -  JF1537
 JF1537  STATE/COUNTY-  KS/HARVEY
 JF1537  USGS QUAD   -  ZIMMERDALE (1989)
 JF1537
 JF1537                         *CURRENT SURVEY CONTROL
 JF1537  ___________________________________________________________________
 JF1537* NAD 83(1997)-  38 01 41.82698(N)    097 24 14.93726(W)     ADJUSTED  
 JF1537* NAVD 88     -       439.9    (meters)    1443.     (feet)  VERTCON   
 JF1537  ___________________________________________________________________
 JF1537  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 JF1537  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 JF1537
 JF1537  HORZ ORDER  -  FIRST
 JF1537
 JF1537.The horizontal coordinates were established by classical geodetic methods
 JF1537.and adjusted by the National Geodetic Survey in October 1998..
 JF1537
 JF1537.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1537
 JF1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1537
 JF1537.The geoid height was determined by GEOID03.
 JF1537
 JF1537;                    North         East     Units Scale Factor Converg.
 JF1537;SPC KS S     -   551,684.776   496,206.086   MT  0.99993778   +0 40 24.4
 JF1537;UTM  14      - 4,210,155.158   640,062.009   MT  0.99984161   +0 58 59.8
 JF1537
 JF1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1537!SPC KS S     -   0.99993549  x   0.99993778  =   0.99987328
 JF1537!UTM  14      -   0.99993549  x   0.99984161  =   0.99977712
 JF1537
 JF1537:                Primary Azimuth Mark                     Grid Az
 JF1537:SPC KS S     -  NEWTON NW MUN TANK                       044 05 29.5
 JF1537:UTM  14      -  NEWTON NW MUN TANK                       043 46 54.1
 JF1537
 JF1537|---------------------------------------------------------------------|
 JF1537| PID    Reference Object                     Distance      Geod. Az  |
 JF1537|                                                           dddmmss.s |
 JF1537| JF1535 NEWTON NW MUN TANK                  APPROX. 5.4 KM 0444553.9 |
 JF1537| JF1536 NEWTON RAD STA KJRG MAST            APPROX. 3.3 KM 0570951.1 |
 JF1537| JF1534 NEWTON ST MARYS CATH CH CROSS       APPROX. 5.9 KM 0624316.7 |
 JF1537| JF1533 NEWTON SANTE FE RR MICROWAVE TOWER  APPROX. 5.9 KM 0673640.6 |
 JF1537| JF1531 NEWTON SE MUN TANK                  APPROX. 7.6 KM 0792835.1 |
 JF1537| CL5159 J 110                                19.401 METERS 09518     |
 JF1537| CL5160 EMMA RM 2                            19.076 METERS 23637     |
 JF1537| HF1426 HALSTEAD S MUN TANK                 APPROX. 9.9 KM 2491604.0 |
 JF1537| CL5161 EMMA RM 3                                          2713011.9 |
 JF1537|---------------------------------------------------------------------|
 JF1537
 JF1537                          SUPERSEDED SURVEY CONTROL
 JF1537
 JF1537  NAD 83(1997)-  38 01 41.83619(N)    097 24 14.93732(W) AD(       ) 1
 JF1537  NAD 83(1986)-  38 01 41.83840(N)    097 24 14.93646(W) AD(       ) 1
 JF1537  NAD 27      -  38 01 41.79826(N)    097 24 13.80351(W) AD(       ) 1
 JF1537  NGVD 29 (07/19/86)  439.7    (m)         1443.     (f) VERT ANG       
 JF1537
 JF1537.Superseded values are not recommended for survey control.
 JF1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1537.See file dsdata.txt to determine how the superseded data were derived.
 JF1537
 JF1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4006210155(NAD 83)
 JF1537_MARKER: DS = TRIANGULATION STATION DISK
 JF1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1537
 JF1537  HISTORY     - Date     Condition        Report By
 JF1537  HISTORY     - 1972     MONUMENTED       NGS
 JF1537
 JF1537                          STATION DESCRIPTION
 JF1537
 JF1537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1537'THE STATION IS ABOUT 7-1/2 MILES SOUTH AND 1 MILE EAST OF
 JF1537'HESSTON, 5-1/2 MILES EAST AND 1-1/2 MILES NORTH OF HALSTEAD, 3
 JF1537'MILES WEST AND 1-1/2 MILES SOUTH OF NEWTON, IN THE NORTHWEST 1/4
 JF1537'OF SEC. 26, T. 23 S., R. 1 W., ON THE SOUTH RIGHT-OF-WAY OF U.S.
 JF1537'HIGHWAY 50.
 JF1537'
 JF1537'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND
 JF1537'FIRST STREET IN NEWTON, GO WEST ON FIRST STREET FOR 1.4 MILES TO
 JF1537'THE JUNCTION WITH U.S. HIGHWAY 50.  TURN LEFT AND GO SOUTH AND
 JF1537'WEST ON U.S. HIGHWAY 50 FOR 2.4 MILES TO THE STATION ON THE LEFT.
 JF1537'
 JF1537'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON U.S.
 JF1537'HIGHWAY 50 FOR 0.25 MILE TO THE MARK ON THE LEFT.
 JF1537'
 JF1537'STATION MARKS ARE STANDARD DISKS, STAMPED EMMA 1972.  THE
 JF1537'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF1537'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS
 JF1537'53.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 50, 19.5 FEET
 JF1537'EAST OF THE CENTER OF A DRIVEWAY, 19.3 FEET EAST OF THE EAST END
 JF1537'OF A WIRE FENCE AND 9.0 FEET NORTHWEST OF A WITNESS POST.
 JF1537'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 JF1537'INCHES BELOW THE GROUND SURFACE.
 JF1537'
 JF1537'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EMMA NO 1 1972, SET
 JF1537'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JF1537'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 58.0 FEET SOUTH OF THE
 JF1537'CENTER OF U.S. HIGHWAY 50, 57.2 FEET WEST OF THE WITNESS POST, 1.0
 JF1537'FOOT NORTH OF A FENCE AND ABOUT THE SAME ELEVATION AS THE
 JF1537'STATION.
 JF1537'
 JF1537'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EMMA NO 2 1972,
 JF1537'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1537'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 65.0 FEET
 JF1537'WEST-SOUTHWEST OF THE WITNESS POST, 40.2 FEET SOUTH OF THE EAST
 JF1537'END OF THE WIRE FENCE, 1.0 FEET EAST OF A POWER LINE POLE AND
 JF1537'ABOUT THE SAME ELEVATION AS THE STATION.
 JF1537'
 JF1537'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED EMMA NO 3 1972,
 JF1537'CEMENTED IN A DRILL HOLE IN A HEADWALL AT THE NORTHEAST CORNER OF
 JF1537'A CONCRETE CULVERT.  IT IS 41.0 FEET SOUTH OF THE CENTER OF
 JF1537'U.S. HIGHWAY 50, 24.0 FEET EAST OF THE CENTER OF A PAVED
 JF1537'ROAD, 20.2 FEET WEST-NORTHWEST OF THE WEST END OF A WIRE
 JF1537'FENCE AND 2.0 FEET SOUTHWEST OF A WITNESS POST.
 JF1537'
 JF1537'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0822 ***********************************************************************
 KG0822  DESIGNATION -  EMMET
 KG0822  PID         -  KG0822
 KG0822  STATE/COUNTY-  KS/NORTON
 KG0822  USGS QUAD   -  CALVERT (1978)
 KG0822
 KG0822                         *CURRENT SURVEY CONTROL
 KG0822  ___________________________________________________________________
 KG0822* NAD 83(1997)-  39 51 10.74538(N)    099 48 18.41216(W)     ADJUSTED  
 KG0822* NAVD 88     -       694.2    (meters)    2278.     (feet)  VERTCON   
 KG0822  ___________________________________________________________________
 KG0822  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 KG0822  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 KG0822
 KG0822  HORZ ORDER  -  THIRD
 KG0822
 KG0822.The horizontal coordinates were established by classical geodetic methods
 KG0822.and adjusted by the National Geodetic Survey in October 1998..
 KG0822
 KG0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0822
 KG0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0822
 KG0822.The geoid height was determined by GEOID03.
 KG0822
 KG0822;                    North         East     Units Scale Factor Converg.
 KG0822;SPC KS N     -   170,245.446   245,532.616   MT  1.00001204   -1 08 31.6
 KG0822;UTM  14      - 4,411,750.278   431,128.103   MT  0.99965839   -0 30 57.4
 KG0822
 KG0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0822!SPC KS N     -   0.99989498  x   1.00001204  =   0.99990702
 KG0822!UTM  14      -   0.99989498  x   0.99965839  =   0.99955341
 KG0822
 KG0822:                Primary Azimuth Mark                     Grid Az
 KG0822:SPC KS N     -  EMMET AZ MK                              088 26 23.8
 KG0822:UTM  14      -  EMMET AZ MK                              087 48 49.6
 KG0822
 KG0822|---------------------------------------------------------------------|
 KG0822| PID    Reference Object                     Distance      Geod. Az  |
 KG0822|                                                           dddmmss.s |
 KG0822| CN9245 EMMET AZ MK                                        0871752.2 |
 KG0822| KG0823 NORTON ST TB SANITARIUM W TANK      APPROX. 1.3 KM 2305429.5 |
 KG0822| CN9247 EMMET RM 2                           17.983 METERS 26624     |
 KG0822| CN9246 EMMET RM 1                           11.918 METERS 35928     |
 KG0822|---------------------------------------------------------------------|
 KG0822
 KG0822                          SUPERSEDED SURVEY CONTROL
 KG0822
 KG0822  NAD 83(1997)-  39 51 10.74677(N)    099 48 18.41201(W) AD(       ) 3
 KG0822  NAD 83(1986)-  39 51 10.74983(N)    099 48 18.41465(W) AD(       ) 3
 KG0822  NAD 27      -  39 51 10.72800(N)    099 48 16.99100(W) AD(       ) 3
 KG0822  NGVD 29 (12/08/88)  694.0    (m)         2277.     (f) VERT ANG       
 KG0822
 KG0822.Superseded values are not recommended for survey control.
 KG0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0822.See file dsdata.txt to determine how the superseded data were derived.
 KG0822
 KG0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK3112811750(NAD 83)
 KG0822_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KG0822_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KG0822_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KG0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0822
 KG0822  HISTORY     - Date     Condition        Report By
 KG0822  HISTORY     - 1950     MONUMENTED       CGS
 KG0822  HISTORY     - 1987     GOOD             NOS
 KG0822
 KG0822                          STATION DESCRIPTION
 KG0822
 KG0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0822'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST-NORTHEAST OF
 KG0822'NORTON AND ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST SECTION
 KG0822'LINE ROAD.  IT IS 73 FEET WEST OF A T FENCE CORNER, 39.5 FEET
 KG0822'SOUTH OF A WITNESS POST, 20 FEET SOUTH OF THE CENTER OF THE ROAD,
 KG0822'8 FEET WEST OF A TRIANGULAR BLAZED FENCE POST AND 3 FEET NORTH OF
 KG0822'AN EAST-WEST FENCE LINE.  IT IS STAMPED EMMET 1950 AND PROJECTS
 KG0822'3 INCHES.
 KG0822'
 KG0822'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTER OF THE ROAD
 KG0822'AND 2 FEET WEST OF A WITNESS POST.  IT IS STAMPED EMMET NO 1 1950
 KG0822'AND PROJECTS 3 INCHES.
 KG0822'
 KG0822'REFERENCE MARK NO. 2 IS 21 FEET SOUTH OF THE CENTER OF THE ROAD
 KG0822'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KG0822'EMMET NO 2 1950 AND PROJECTS 4 INCHES.
 KG0822'
 KG0822'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 72.5 FEET.
 KG0822'
 KG0822'THE AZIMUTH MARK IS 43 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KG0822'ROAD, 38 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 6 FEET
 KG0822'NORTH OF A TELEPHONE POLE AND 1.5 FEET WEST OF A WITNESS POST.
 KG0822'IT IS STAMPED EMMET 1950 AND PROJECTS 3 INCHES.
 KG0822'
 KG0822'TO REACH THE STATION FROM THE POST OFFICE IN NORTON, GO WEST
 KG0822'FOR 0.1 MILE TO A STREET INTERSECTION, TURN RIGHT AND GO NORTH
 KG0822'FOR 0.75 MILE TO THE JUNCTION OF U.S. HIGHWAY 36, TURN RIGHT AND
 KG0822'GO EAST ON U.S. HIGHWAY 36 FOR 5.15 MILES TO A CROSSROAD.  TURN
 KG0822'LEFT AND GO NORTH FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH
 KG0822'MARK AT A NORTHEAST ANGLE AS DESCRIBED, TURN LEFT AND GO WEST
 KG0822'FOR 0.55 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 KG0822'
 KG0822'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0822
 KG0822                          STATION RECOVERY (1987)
 KG0822
 KG0822'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KG0822'THE STATION WAS RECOVERED AT THIS DATE.
 KG0822'STATION ABD RM 2 RECOVERED IN GOOD CONDITION.
 KG0822'
 KG0822'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KG0822'
 KG0822'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1006 ***********************************************************************
 KF1006  DESIGNATION -  EMMETT
 KF1006  PID         -  KF1006
 KF1006  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1006  USGS QUAD   -  EMMETT (1978)
 KF1006
 KF1006                         *CURRENT SURVEY CONTROL
 KF1006  ___________________________________________________________________
 KF1006* NAD 83(1997)-  39 16 28.26794(N)    096 06 16.81546(W)     ADJUSTED  
 KF1006* NAVD 88     -       401.     (meters)    1316.     (feet)  SCALED    
 KF1006  ___________________________________________________________________
 KF1006  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 KF1006  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 KF1006
 KF1006  HORZ ORDER  -  THIRD
 KF1006
 KF1006.The horizontal coordinates were established by classical geodetic methods
 KF1006.and adjusted by the National Geodetic Survey in October 1998..
 KF1006
 KF1006.The orthometric height was scaled from a topographic map.
 KF1006
 KF1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1006
 KF1006.The geoid height was determined by GEOID03.
 KF1006
 KF1006;                    North         East     Units Scale Factor Converg.
 KF1006;SPC KS N     -   106,193.872   563,530.228   MT  0.99995694   +1 11 57.1
 KF1006;UTM  14      - 4,351,237.680   749,761.270   MT  1.00036814   +1 50 01.7
 KF1006
 KF1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1006!SPC KS N     -   0.99994186  x   0.99995694  =   0.99989880
 KF1006!UTM  14      -   0.99994186  x   1.00036814  =   1.00030998
 KF1006
 KF1006|---------------------------------------------------------------------|
 KF1006| PID    Reference Object                     Distance      Geod. Az  |
 KF1006|                                                           dddmmss.s |
 KF1006| CL6475 EMMETT RM 1                          30.641 METERS 04735     |
 KF1006| CL6474 EMMETT AZ MK                                       1224928.4 |
 KF1006| KF1015 ST MARYS CATHOLIC COLLEGE TANK      APPROX.10.0 KM 1555605.6 |
 KF1006| KF1017 ST MARY ST MARYS COLLEGE STACK      APPROX. 9.9 KM 1575949.0 |
 KF1006| KF1016 ST MARYS MUNICIPAL TANK             APPROX. 9.0 KM 1582928.8 |
 KF1006| KF1014 ST MARYS CATHOLIC CHURCH SPIRE      APPROX. 9.8 KM 1595415.1 |
 KF1006| KF1026 WELLS CREEK IMMANUELS CHURCH        APPROX.15.2 KM 2222815.7 |
 KF1006| CL6476 EMMETT RM 2                          28.709 METERS 31552     |
 KF1006|---------------------------------------------------------------------|
 KF1006
 KF1006                          SUPERSEDED SURVEY CONTROL
 KF1006
 KF1006  NAD 83(1997)-  39 16 28.27415(N)    096 06 16.81204(W) AD(       ) 3
 KF1006  NAD 83(1986)-  39 16 28.27419(N)    096 06 16.81148(W) AD(       ) 3
 KF1006  NAD 27      -  39 16 28.29100(N)    096 06 15.82900(W) AD(       ) 3
 KF1006
 KF1006.Superseded values are not recommended for survey control.
 KF1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1006.See file dsdata.txt to determine how the superseded data were derived.
 KF1006
 KF1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ4976151238(NAD 83)
 KF1006_MARKER: DS = TRIANGULATION STATION DISK
 KF1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1006
 KF1006  HISTORY     - Date     Condition        Report By
 KF1006  HISTORY     - 1947     MONUMENTED       CGS
 KF1006  HISTORY     - 1965     GOOD             CGS
 KF1006  HISTORY     - 1966     GOOD             CGS
 KF1006
 KF1006                          STATION DESCRIPTION
 KF1006
 KF1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1006'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH KNOLL IN PASTURE
 KF1006'LAND ABOUT 5.5 MILES NORTH-NORTHWEST OF ST. MARYS, 3.5 MILES
 KF1006'SOUTHWEST OF EMMETT AND 69 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 KF1006'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED EMMETT 1947.
 KF1006'
 KF1006'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION
 KF1006'AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 5 INCHES
 KF1006'AND IS STAMPED EMMETT NO 1 1947.
 KF1006'
 KF1006'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION,
 KF1006'3 FEET EAST OF A 4 X 4 INCH WITNESS POST AND 1 FOOT SOUTH OF AN
 KF1006'EAST-WEST FENCE LINE.  IT IS STAMPED EMMETT NO 2 1947.
 KF1006'
 KF1006'THE AZIMUTH MARK IS AT THE SOUTHEAST EDGE OF A MEADOW, 100 FEET
 KF1006'NORTH-NORTHWEST OF A FENCE CORNER, 11 FEET WEST OF THE CENTER OF
 KF1006'A WIRE GATE, 2.5 FEET WEST OF A GATE POST, 1.5 FEET WEST OF A
 KF1006'WITNESS POST, AND 1 FOOT NORTH OF A FENCE LINE.  IT PROJECTS 6
 KF1006'INCHES AND IS STAMPED EMMETT 1947.
 KF1006'
 KF1006'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 24
 KF1006'AND NO. 40 AND STATE HIGHWAY NO. 63 IN ST. MARYS, GO NORTH ON
 KF1006'STATE HIGHWAY NO. 63 FOR 5.4 MILES TO A SIDE ROAD LEFT, WEST,
 KF1006'WHICH IS 2.6 MILES SOUTH OF EMMETT, AND AT A POINT WHERE THE
 KF1006'TELEPHONE LINE CROSSES THE ROAD, TURN LEFT AND FOLLOW A GRADED
 KF1006'ROAD WEST FOR 1.5 MILES TO A T INTERSECTION, TURN RIGHT, NORTH,
 KF1006'AND GO 0.1 MILE, ABOUT 50 YARDS NORTH OF A DIM ROAD TO THE LEFT
 KF1006'LEADING INTO A DILAPIDATED FARM YARD.  TURN LEFT INTO A MEADOW
 KF1006'AND GO 0.05 MILE CROSSING A SMALL DRAW, GO SOUTHWEST ABOUT 50
 KF1006'YARDS AND CROSS A SMALL DRAW, TURN RIGHT AND GO NORTHWEST
 KF1006'FOR 0.25 MILE TO A GATE AT A T FENCE INTERSECTION, PASS THROUGH
 KF1006'GATE AND GO SOUTHWEST TO A DRAW, CROSS DRAW, TURN RIGHT
 KF1006'AND GO NORTHWEST FOR 0.15 MILE TO A GATE IN AN EAST-WEST
 KF1006'FENCE, ABOUT 100 FEET NORTH-NORTHWEST OF A FENCE
 KF1006'CORNER, AZIMUTH MARK ON THE LEFT AS DESCRIBED ABOVE.  PASS
 KF1006'THROUGH GATE AND GO WEST-NORTHWEST, PASSING THROUGH
 KF1006'ONE DRAW, TO A WIRE GATE, PASS THROUGH GATE, TURN RIGHT AND
 KF1006'GO NORTHWEST FOR 0.3 MILE TO THE SUMMIT OF THE HILL AND THE
 KF1006'STATION AS DESCRIBED.
 KF1006'
 KF1006'A 47 FOOT SIGNAL AT DELIA 1934 IS VISIBLE AT 4 FEET.
 KF1006'
 KF1006'A 47 FOOT SIGNAL AT SHAW IS VISIBLE AT 4 FEET.
 KF1006'
 KF1006'A 4 FOOT SIGNAL AT BEL IS VISIBLE AT 4 FEET.
 KF1006'
 KF1006'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KF1006
 KF1006                          STATION RECOVERY (1965)
 KF1006
 KF1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1006'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED AS DESCRIBED
 KF1006'AND FOUND TO BE IN GOOD CONDITION, A METAL WITNESS POST AND SIGN WAS
 KF1006'SET 1.5 FEET SOUTH OF THE STATION MARK.
 KF1006'
 KF1006'THE AZIMUTH MARK WAS NOT CHECKED DUE TO THE ROADS BEING MUDDY AND
 KF1006'NOT POSSIBLE AT THIS TIME TO REACH THE STATION VIA THE DESCRIPTION
 KF1006'ROUTE.
 KF1006
 KF1006                          STATION RECOVERY (1966)
 KF1006
 KF1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1006'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KF1006'CONDITION.  THE STATION MARK IS 1.5 FEET NORTH OF A METAL WITNESS
 KF1006'POST AND A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH
 KF1006'MARK.
 KF1006'
 KF1006'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 KF1006'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5750 ***********************************************************************
 AH5750  FBN         -  This is a Federal Base Network Control Station.
 AH5750  PACS        -  This is a Primary Airport Control Station.
 AH5750  DESIGNATION -  EMP A
 AH5750  PID         -  AH5750
 AH5750  STATE/COUNTY-  KS/LYON
 AH5750  USGS QUAD   -  OLPE (1973)
 AH5750
 AH5750                         *CURRENT SURVEY CONTROL
 AH5750  ___________________________________________________________________
 AH5750* NAD 83(1997)-  38 19 57.43476(N)    096 11 23.41946(W)     ADJUSTED  
 AH5750* NAVD 88     -       367.73   (meters)    1206.5    (feet)  GPS OBS   
 AH5750  ___________________________________________________________________
 AH5750  X           -    -540,180.375 (meters)                     COMP
 AH5750  Y           -  -4,980,671.658 (meters)                     COMP
 AH5750  Z           -   3,934,680.888 (meters)                     COMP
 AH5750  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 AH5750  ELLIP HEIGHT-         337.12  (meters)          (08/12/03) GPS OBS
 AH5750  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AH5750
 AH5750  HORZ ORDER  -  B
 AH5750  ELLP ORDER  -  FOURTH    CLASS I
 AH5750
 AH5750.This mark is at Emporia Municipal Airport (EMP)
 AH5750
 AH5750.The horizontal coordinates were established by GPS observations
 AH5750.and adjusted by the National Geodetic Survey in November 1998..
 AH5750
 AH5750.The orthometric height was determined by GPS observations and a
 AH5750.high-resolution geoid model.
 AH5750
 AH5750.GPS derived orthometric heights for airport stations designated as
 AH5750.PACS or SACS are published to 2 decimal places.  This maintains
 AH5750.centimeter relative accuracy between the PACS and SACS.  It does
 AH5750.not indicate centimeter accuracy relative to other marks which are
 AH5750.part of the NAVD 88 network.
 AH5750
 AH5750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5750
 AH5750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5750
 AH5750.The ellipsoidal height was determined by GPS observations
 AH5750.and is referenced to NAD 83.
 AH5750
 AH5750.The geoid height was determined by GEOID03.
 AH5750
 AH5750;                    North         East     Units Scale Factor Converg.
 AH5750;SPC KS S     -   587,400.993   601,958.925   MT  0.99996209   +1 25 10.8
 AH5750;UTM  14      - 4,246,458.728   745,629.035   MT  1.00034309   +1 44 37.7
 AH5750
 AH5750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5750!SPC KS S     -   0.99994711  x   0.99996209  =   0.99990920
 AH5750!UTM  14      -   0.99994711  x   1.00034309  =   1.00029018
 AH5750
 AH5750:                Primary Azimuth Mark                     Grid Az
 AH5750:SPC KS S     -  EMP C                                    011 18 22.5
 AH5750:UTM  14      -  EMP C                                    010 58 55.6
 AH5750
 AH5750|---------------------------------------------------------------------|
 AH5750| PID    Reference Object                     Distance      Geod. Az  |
 AH5750|                                                           dddmmss.s |
 AH5750| AH5752 EMP C                               APPROX. 0.6 KM 0124333.3 |
 AH5750|---------------------------------------------------------------------|
 AH5750
 AH5750                          SUPERSEDED SURVEY CONTROL
 AH5750
 AH5750  ELLIP H (11/30/98)  337.15   (m)                       GP(       ) 1 2
 AH5750
 AH5750.Superseded values are not recommended for survey control.
 AH5750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5750.See file dsdata.txt to determine how the superseded data were derived.
 AH5750
 AH5750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4562946459(NAD 83)
 AH5750_MARKER: I = METAL ROD
 AH5750_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH5750_STAMPING: EMP A 1998
 AH5750_MARK LOGO: NGS   
 AH5750_PROJECTION: FLUSH
 AH5750_MAGNETIC: I = MARKER IS A STEEL ROD
 AH5750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5750+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2002
 AH5750_ROD/PIPE-DEPTH: 9.3  meters
 AH5750_SLEEVE-DEPTH  : 0.9 meters
 AH5750
 AH5750  HISTORY     - Date     Condition        Report By
 AH5750  HISTORY     - 1998     MONUMENTED       NGS
 AH5750  HISTORY     - 20020829 GOOD             NGS
 AH5750
 AH5750                          STATION DESCRIPTION
 AH5750
 AH5750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AH5750'THE STATION IS LOCATED ABOUT 8.3 KM (5.15 MI) SOUTH OF EMPORIA, 7.25
 AH5750'KM (4.50 MI) NORTH OF OLPE, AT THE EMPORIA MUNICIPAL AIRPORT, IN THE
 AH5750'MEDIUM BETWEEN THE RUNWAY AND THE TAXIWAY, JUST NORTH OF THE TAXIWAY
 AH5750'CONNECTOR NEAR MID FIELD.  OWNERSHIP--CITY OF EMPORIA, C/O EMPORIA
 AH5750'MUNICIPAL AIRPORT, 1013 COUNTY ROAD 120, EMPORIA KS 66801.  AIRPORT
 AH5750'MANAGER DON TEVIS, PHONE 316-342-3598.  TO REACH THE STATION FROM THE
 AH5750'JUNCTION OF U.S HIGHWAY 50 AND STATE HIGHWAYS 57 AND 99 IN EMPORIA, GO
 AH5750'SOUTH FOR 8.2 KM (5.10 MI) ON HIGHWAYS 57 AND 99 TO THE AIRPORT
 AH5750'ENTRANCE ROAD 120 ON THE RIGHT.  TURN RIGHT AND GO WEST 0.65 KM (0.40
 AH5750'MI) ON THE ENTRANCE ROAD TO THE AIRPORT OFFICE AND PARKING LOT.  PASS
 AH5750'THRU GATE ONTO AIRPORT TARMAC AND GO WEST 0.1 MI (0.2 KM) CROSSING
 AH5750'TAXIWAY TO THE STATION STRAIGHT AHEAD IN THE GRASS MEDIUM. STATION IS
 AH5750'A PUNCH MARK SET IN THE TOP OF A 9/16 INCH STAINLESS STEEL ROD WITH
 AH5750'ACCESS THROUGH A NGS LOGO CAP WITH ACCESS COVER.  LOCATED 386.8 FT
 AH5750'(117.9 M) WEST FROM THE NORTHWEST CORNER OF THE TERMINAL, 338.3 FT
 AH5750'(103.1 M) EAST FROM THE CENTERLINE OF RUNWAY, 170.0 FT (51.8 M) NORTH
 AH5750'OF TAXIWAY CONNECTOR, 61.5 FT (18.7 M) WEST OF TAXIWAY.  THIS STATION
 AH5750'HAS BEEN SELECTED AS A PRIMARY AIRPORT CONTROL STATION (PACS) .
 AH5750
 AH5750                          STATION RECOVERY (2002)
 AH5750
 AH5750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 AH5750'RECOVERED AS DESCRIBED.  NOTE--AREA CODE IS NOW 620.  THE STATION IS A
 AH5750'PRIMARY AIRPORT
 AH5750'CONTROL STATION.
 AH5750' 
 AH5750' 
 AH5750' 
 AH5750' 
 AH5750'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5751 ***********************************************************************
 AH5751  SACS        -  This is a Secondary Airport Control Station.
 AH5751  DESIGNATION -  EMP B
 AH5751  PID         -  AH5751
 AH5751  STATE/COUNTY-  KS/LYON
 AH5751  USGS QUAD   -  OLPE (1973)
 AH5751
 AH5751                         *CURRENT SURVEY CONTROL
 AH5751  ___________________________________________________________________
 AH5751* NAD 83(1997)-  38 19 31.84339(N)    096 11 31.41539(W)     ADJUSTED  
 AH5751* NAVD 88     -       366.03   (meters)    1200.9    (feet)  GPS OBS   
 AH5751  ___________________________________________________________________
 AH5751  X           -    -540,426.099 (meters)                     COMP
 AH5751  Y           -  -4,981,135.963 (meters)                     COMP
 AH5751  Z           -   3,934,060.817 (meters)                     COMP
 AH5751  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 AH5751  ELLIP HEIGHT-         335.46  (meters)          (11/30/98) GPS OBS
 AH5751  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 AH5751
 AH5751  HORZ ORDER  -  FIRST
 AH5751  ELLP ORDER  -  FOURTH    CLASS I
 AH5751
 AH5751.This mark is at Emporia Municipal Airport (EMP)
 AH5751
 AH5751.The horizontal coordinates were established by GPS observations
 AH5751.and adjusted by the National Geodetic Survey in November 1998..
 AH5751
 AH5751.The orthometric height was determined by GPS observations and a
 AH5751.high-resolution geoid model.
 AH5751
 AH5751.GPS derived orthometric heights for airport stations designated as
 AH5751.PACS or SACS are published to 2 decimal places.  This maintains
 AH5751.centimeter relative accuracy between the PACS and SACS.  It does
 AH5751.not indicate centimeter accuracy relative to other marks which are
 AH5751.part of the NAVD 88 network.
 AH5751
 AH5751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5751
 AH5751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5751
 AH5751.The ellipsoidal height was determined by GPS observations
 AH5751.and is referenced to NAD 83.
 AH5751
 AH5751.The geoid height was determined by GEOID03.
 AH5751
 AH5751;                    North         East     Units Scale Factor Converg.
 AH5751;SPC KS S     -   586,607.369   601,784.322   MT  0.99996120   +1 25 05.9
 AH5751;UTM  14      - 4,245,663.827   745,458.858   MT  1.00034207   +1 44 31.7
 AH5751
 AH5751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5751!SPC KS S     -   0.99994737  x   0.99996120  =   0.99990857
 AH5751!UTM  14      -   0.99994737  x   1.00034207  =   1.00028942
 AH5751
 AH5751                          SUPERSEDED SURVEY CONTROL
 AH5751
 AH5751.No superseded survey control is available for this station.
 AH5751
 AH5751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4545945664(NAD 83)
 AH5751_MARKER: DT = TOPOGRAPHIC STATION DISK
 AH5751_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH5751_SP_SET: 3FT SQUARE CONCRETE DRAIN
 AH5751_STAMPING: EMP B 1998
 AH5751_MARK LOGO: NOS   
 AH5751_PROJECTION: FLUSH
 AH5751_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5751+STABILITY: SURFACE MOTION
 AH5751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5751+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5751
 AH5751  HISTORY     - Date     Condition        Report By
 AH5751  HISTORY     - 1998     MONUMENTED       NOS
 AH5751
 AH5751                          STATION DESCRIPTION
 AH5751
 AH5751'DESCRIBED BY NATIONAL OCEAN SERVICE 1998 (DH)
 AH5751'THE STATION IS LOCATED ABOUT 8.3 KM (5.15 MI) SOUTH OF EMPORIA, 7.25
 AH5751'KM (4.50 MI) NORTH OF OLPE, AT THE EMPORIA MUNICIPAL AIRPORT, IN THE
 AH5751'MEDIUM BETWEEN THE RUNWAY AND THE TAXIWAY, JUST NORTH OF THE TAXIWAY
 AH5751'CONNECTOR AT THE SOUTH END OF THE AIRPORT JUST EAST OF RUNWAY END 1,
 AH5751'SET IN THE NORTHEAST CORNER OF A 3 FOOT (0.9 M) SQUARE CONCRETE DRAIN.
 AH5751'FIELD.  OWNERSHIP--CITY OF EMPORIA, C/O EMPORIA MUNICIPAL AIRPORT,
 AH5751'1013 COUNTY ROAD 120, EMPORIA KS 66801.  AIRPORT MANAGER DON TEVIS,
 AH5751'PHONE 316-342-3598.  TO REACH THE STATION FROM THE JUNCTION OF U.S
 AH5751'HIGHWAY 50 AND STATE HIGHWAYS 57 AND 99 IN EMPORIA, GO SOUTH FOR 8.2
 AH5751'KM (5.10 MI) ON HIGHWAYS 57 AND 99 TO THE AIRPORT ENTRANCE ROAD 120 ON
 AH5751'THE RIGHT.  TURN RIGHT AND GO WEST 0.65 KM (0.40 MI) ON THE ENTRANCE
 AH5751'ROAD TO THE AIRPORT OFFICE AND PARKING LOT.  PASS THRU GATE ONTO
 AH5751'AIRPORT TARMAC AND GO WEST 0.1 MI (0.2 KM) TO TAXIWAY.  TURN LEFT AND
 AH5751'GO SOUTH 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT. LOCATED 254.8 FT
 AH5751'(77.7 M) EAST FROM THE CENTERLINE OF RUNWAY, 142.5 FT (43.4 M) WEST
 AH5751'FROM CENTERLINE OF TAXIWAY, 73.9 FT (22.5 M) NORTH FROM CENTERLINE OF
 AH5751'TAXIWAY CONNECTOR.  THIS STATION HAS BEEN SELECTED AS A SECONDARY
 AH5751'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5752 ***********************************************************************
 AH5752  SACS        -  This is a Secondary Airport Control Station.
 AH5752  DESIGNATION -  EMP C
 AH5752  PID         -  AH5752
 AH5752  STATE/COUNTY-  KS/LYON
 AH5752  USGS QUAD   -  OLPE (1973)
 AH5752
 AH5752                         *CURRENT SURVEY CONTROL
 AH5752  ___________________________________________________________________
 AH5752* NAD 83(1997)-  38 20 15.96381(N)    096 11 18.10660(W)     ADJUSTED  
 AH5752* NAVD 88     -       361.56   (meters)    1186.2    (feet)  GPS OBS   
 AH5752  ___________________________________________________________________
 AH5752  X           -    -540,013.363 (meters)                     COMP
 AH5752  Y           -  -4,980,328.448 (meters)                     COMP
 AH5752  Z           -   3,935,125.243 (meters)                     COMP
 AH5752  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 AH5752  ELLIP HEIGHT-         330.97  (meters)          (11/30/98) GPS OBS
 AH5752  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AH5752
 AH5752  HORZ ORDER  -  FIRST
 AH5752  ELLP ORDER  -  FOURTH    CLASS I
 AH5752
 AH5752.This mark is at Emporia Municipal Airport (EMP)
 AH5752
 AH5752.The horizontal coordinates were established by GPS observations
 AH5752.and adjusted by the National Geodetic Survey in November 1998..
 AH5752
 AH5752.The orthometric height was determined by GPS observations and a
 AH5752.high-resolution geoid model.
 AH5752
 AH5752.GPS derived orthometric heights for airport stations designated as
 AH5752.PACS or SACS are published to 2 decimal places.  This maintains
 AH5752.centimeter relative accuracy between the PACS and SACS.  It does
 AH5752.not indicate centimeter accuracy relative to other marks which are
 AH5752.part of the NAVD 88 network.
 AH5752
 AH5752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5752
 AH5752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5752
 AH5752.The ellipsoidal height was determined by GPS observations
 AH5752.and is referenced to NAD 83.
 AH5752
 AH5752.The geoid height was determined by GEOID03.
 AH5752
 AH5752;                    North         East     Units Scale Factor Converg.
 AH5752;SPC KS S     -   587,975.320   602,073.752   MT  0.99996274   +1 25 14.0
 AH5752;UTM  14      - 4,247,033.915   745,740.652   MT  1.00034377   +1 44 41.7
 AH5752
 AH5752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5752!SPC KS S     -   0.99994807  x   0.99996274  =   0.99991081
 AH5752!UTM  14      -   0.99994807  x   1.00034377  =   1.00029182
 AH5752
 AH5752:                Primary Azimuth Mark                     Grid Az
 AH5752:SPC KS S     -  EMP A                                    191 18 22.6
 AH5752:UTM  14      -  EMP A                                    190 58 54.9
 AH5752
 AH5752|---------------------------------------------------------------------|
 AH5752| PID    Reference Object                     Distance      Geod. Az  |
 AH5752|                                                           dddmmss.s |
 AH5752| AH5750 EMP A                               APPROX. 0.6 KM 1924336.6 |
 AH5752|---------------------------------------------------------------------|
 AH5752
 AH5752                          SUPERSEDED SURVEY CONTROL
 AH5752
 AH5752.No superseded survey control is available for this station.
 AH5752
 AH5752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4574147034(NAD 83)
 AH5752_MARKER: DT = TOPOGRAPHIC STATION DISK
 AH5752_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH5752_SP_SET: 3FT SQUARE CONCRETE DRAIN
 AH5752_STAMPING: EMP C 1998
 AH5752_MARK LOGO: NOS   
 AH5752_PROJECTION: FLUSH
 AH5752_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5752+STABILITY: SURFACE MOTION
 AH5752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5752+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5752
 AH5752  HISTORY     - Date     Condition        Report By
 AH5752  HISTORY     - 1998     MONUMENTED       NOS
 AH5752
 AH5752                          STATION DESCRIPTION
 AH5752
 AH5752'DESCRIBED BY NATIONAL OCEAN SERVICE 1998 (DH)
 AH5752'THE STATION IS LOCATED ABOUT 8.3 KM (5.15 MI) SOUTH OF EMPORIA, 7.25
 AH5752'KM (4.50 MI) NORTH OF OLPE, AT THE EMPORIA MUNICIPAL AIRPORT, IN THE
 AH5752'MEDIUM BETWEEN THE RUNWAY AND THE TAXIWAY, JUST SOUTH OF THE TAXIWAY
 AH5752'CONNECTOR AT THE NORTH END OF THE AIRPORT JUST SOUTHEAST OF RUNWAY END
 AH5752'19, SET IN THE NORTHWEST CORNER OF A 3 FOOT (0.9 M) SQUARE CONCRETE
 AH5752'DRAIN.  FIELD.  OWNERSHIP--CITY OF EMPORIA, C/O EMPORIA MUNICIPAL
 AH5752'AIRPORT, 1013 COUNTY ROAD 120, EMPORIA KS 66801.  AIRPORT MANAGER DON
 AH5752'TEVIS, PHONE 316-342-3598.  TO REACH THE STATION FROM THE JUNCTION OF
 AH5752'U.S HIGHWAY 50 AND STATE HIGHWAYS 57 AND 99 IN EMPORIA, GO SOUTH FOR
 AH5752'8.2 KM (5.10 MI) ON HIGHWAYS 57 AND 99 TO THE AIRPORT ENTRANCE ROAD
 AH5752'120 ON THE RIGHT.  TURN RIGHT AND GO WEST 0.65 KM (0.40 MI) ON THE
 AH5752'ENTRANCE ROAD TO THE AIRPORT OFFICE AND PARKING LOT.  PASS THRU GATE
 AH5752'ONTO AIRPORT TARMAC AND GO WEST 0.1 MI (0.2 KM) TO TAXIWAY.  TURN
 AH5752'RIGHT AND GO NORTH ON TAXIWAY 0.4 MI (0.6 KM) TO THE STATION ON THE
 AH5752'LEFT.  LOCATED 356.5 FT (108.7 M) EAST OF THE CENTERLINE OF RUNWAY,
 AH5752'292.1 FT (89.0 M) SOUTH-SOUTHEAST FROM RUNWAY SIGN AT HOLD BAR, 116.6
 AH5752'FT (35.5 M) WEST-SOUTHWEST FROM THE SOUTHEAST CORNER OF RUNUP PAD,
 AH5752'43.5 FT (13.3 M) WEST OF CENTERLINE OF TAXIWAY. THIS STATION HAS BEEN
 AH5752'SELECTED AS A SECONDARY CONTROL STATION (SACS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1378 ***********************************************************************
 JF1378  DESIGNATION -  EMPORIA
 JF1378  PID         -  JF1378
 JF1378  STATE/COUNTY-  KS/LYON
 JF1378  USGS QUAD   -  EMPORIA (1979)
 JF1378
 JF1378                         *CURRENT SURVEY CONTROL
 JF1378  ___________________________________________________________________
 JF1378* NAD 83(1997)-  38 25 52.99758(N)    096 12 47.56329(W)     ADJUSTED  
 JF1378* NAVD 88     -       372.3    (meters)    1221.     (feet)  VERTCON   
 JF1378  ___________________________________________________________________
 JF1378  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 JF1378  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 JF1378
 JF1378  HORZ ORDER  -  SECOND
 JF1378
 JF1378.The horizontal coordinates were established by classical geodetic methods
 JF1378.and adjusted by the National Geodetic Survey in October 1998..
 JF1378
 JF1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1378
 JF1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1378
 JF1378.The geoid height was determined by GEOID03.
 JF1378
 JF1378;                    North         East     Units Scale Factor Converg.
 JF1378;SPC KS S     -   598,310.534   599,647.129   MT  0.99997604   +1 24 19.1
 JF1378;UTM  14      - 4,257,358.941   743,254.341   MT  1.00032878   +1 43 59.0
 JF1378
 JF1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1378!SPC KS S     -   0.99994637  x   0.99997604  =   0.99992242
 JF1378!UTM  14      -   0.99994637  x   1.00032878  =   1.00027514
 JF1378
 JF1378:                Primary Azimuth Mark                     Grid Az
 JF1378:SPC KS S     -  KANSAS TURNPIKE WATER TANK               027 44 02.6
 JF1378:UTM  14      -  KANSAS TURNPIKE WATER TANK               027 24 22.7
 JF1378
 JF1378|---------------------------------------------------------------------|
 JF1378| PID    Reference Object                     Distance      Geod. Az  |
 JF1378|                                                           dddmmss.s |
 JF1378| JF1383 KANSAS TURNPIKE WATER TANK          APPROX. 4.8 KM 0290821.7 |
 JF1378| AI1679 EMPORIA AZ MK                                      0752110.7 |
 JF1378| AI1677 EMPORIA RM 1                         54.904 METERS 10956     |
 JF1378| JF1399 EMPORIA KANSAS STC PLANT STACK      APPROX. 3.5 KM 1205021.8 |
 JF1378| JF1395 EMPORIA FIRST CONG CH SPIRE         APPROX. 3.2 KM 1295444.8 |
 JF1378| JF1389 EMPORIA MUNICIPAL TANK              APPROX. 2.4 KM 1352913.6 |
 JF1378| JF1379 EMPORIA                               5.032 METERS 23219     |
 JF1378| JF1415 EMPORIA CS GAS MICROWAVE            APPROX. 7.4 KM 3040914.8 |
 JF1378| AI1678 EMPORIA RM 2                         33.193 METERS 32739     |
 JF1378|---------------------------------------------------------------------|
 JF1378
 JF1378                          SUPERSEDED SURVEY CONTROL
 JF1378
 JF1378  NAD 83(1986)-  38 25 53.00538(N)    096 12 47.56549(W) AD(       ) 2
 JF1378  NAD 27      -  38 25 52.95681(N)    096 12 46.57658(W) AD(       ) 2
 JF1378  NGVD 29 (07/19/86)  372.2    (m)         1221.     (f) VERT ANG       
 JF1378
 JF1378.Superseded values are not recommended for survey control.
 JF1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1378.See file dsdata.txt to determine how the superseded data were derived.
 JF1378
 JF1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4325457359(NAD 83)
 JF1378_MARKER: DS = TRIANGULATION STATION DISK
 JF1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1378_MARK LOGO: USGS  
 JF1378_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1378+STABILITY: SURFACE MOTION
 JF1378
 JF1378  HISTORY     - Date     Condition        Report By
 JF1378  HISTORY     - 1956     MONUMENTED       CGS
 JF1378  HISTORY     - 1968     GOOD             CGS
 JF1378  HISTORY     - 1974     GOOD             NGS
 JF1378  HISTORY     - 19860717 GOOD             NGS
 JF1378
 JF1378                          STATION DESCRIPTION
 JF1378
 JF1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1378'THE STATION IS ABOUT 2 MILES NORTHWEST OF EMPORIA, 5 MILES
 JF1378'SOUTHEAST OF AMERICUS, ON A HIGH HILL, IN A PASTURE FIELD.  IT IS
 JF1378'111 FEET SOUTHEAST OF A POWERLINE POLE AND 4 FEET SOUTHEAST OF
 JF1378'A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 JF1378'DISK IS STAMPED EMPORIA 1956.
 JF1378'
 JF1378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S
 JF1378'(6TH AVENUE) AND STATE HIGHWAY 99 (COMMERCIAL STREET) IN
 JF1378'EMPORIA, GO WEST ON HIGHWAY 50S FOR 1.6 MILES TO A PAVED
 JF1378'CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 1.4
 JF1378'MILES TO A POINT WHERE THE PAVED ROAD CURVES TO THE LEFT.
 JF1378'CONTINUE NORTH ON A GRAVEL ROAD FOR 0.45 MILE TO A WIRE GATE
 JF1378'ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  PASS THROUGH
 JF1378'THE GATE AND GO SOUTHWEST, UP HILL, FOR 0.35 MILE TO THE
 JF1378'TOP OF THE HILL AND THE STATION.
 JF1378'
 JF1378'EMPORIA (USGS) IS SET ON THE TOP OF THE HILL AND IS ABOUT
 JF1378'THE SAME ELEVATION AS THE STATION MARK.  IT IS 110 FEET EAST OF A
 JF1378'POWERLINE POLE AND 16 FEET SOUTHWEST OF A WHITE WITNESS POST.
 JF1378'THE MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK SET
 JF1378'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
 JF1378'6 INCHES AND THE DISK IS STAMPED EMPORIA 1956.
 JF1378'
 JF1378'REFERENCE MARK 1 IS 189.5 FEET SOUTHEAST OF EMPORIA
 JF1378'(USGS) AND 184 FEET EAST OF A WHITE WITNESS POST.  THE MARK
 JF1378'IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK SET IN THE
 JF1378'TOP OF A 6 INCH SQUARE CONCRETE POST WITH THE ARROW POINTING
 JF1378'TOWARD EMPORIA (USGS).  THE MARK PROJECTS 6 INCHES AND
 JF1378'THE DISK IS STAMPED EMPORIA NO 1 1956.
 JF1378'
 JF1378'REFERENCE MARK 2 IS 111.7 FEET NORTHWEST OF EMPORIA (USGS)
 JF1378'AND 2 FEET NORTH OF A POWERLINE POLE.  THE MARK IS A U.S.
 JF1378'GEOLOGICAL SURVEY REFERENCE MARK DISK SET IN THE TOP OF A 6
 JF1378'INCH SQUARE CONCRETE POST WITH THE ARROW POINTING TOWARD
 JF1378'EMPORIA (USGS).  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JF1378'STAMPED EMPORIA NO 2 1956.
 JF1378'
 JF1378'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF A
 JF1378'GRAVEL ROAD, 13 FEET NORTH OF A GATE POST, 3 FEET NORTH OF A
 JF1378'POWERLINE POLE AND 1 FOOT NORTH OF A WHITE WITNESS POST.
 JF1378'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED EMPORIA 1956.
 JF1378'
 JF1378'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1378
 JF1378                          STATION RECOVERY (1968)
 JF1378
 JF1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1378'THE STATION MARK, REFERENCE MARK NO. 1 (USGS), REFERENCE MARK
 JF1378'NO. 2 (USGS), EMPORIA (USGS), AND THE AZIMUTH MARK WERE
 JF1378'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 JF1378'THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 JF1378'
 JF1378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S
 JF1378'AND STATE HIGHWAY 99 IN EMPORIA, GO WEST ON U.S. HIGHWAY 50S
 JF1378'FOR 1.55 MILES TO A CROSSROAD (PRAIRIE STREET).  TURN RIGHT
 JF1378'AND GO NORTH ON PRAIRIE STREET FOR 1.5 MILE TO AN OVERPASS.
 JF1378'CONTINUE NORTH FOR 0.45 MILE TO A GATE AND THE AZIMUTH MARK
 JF1378'ON THE LEFT.  TURN LEFT AND PASS THROUGH THE GATE AND GO
 JF1378'SOUTHWEST THROUGH PASTURE FOR 0.35 MILE TO THE HIGHEST POINT
 JF1378'OF HILL AND THE STATION.
 JF1378'
 JF1378'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK
 JF1378'AND THE MARK IS 14 FEET NORTH-NORTHEAST OF THE NORTH STEEL
 JF1378'GATE POST.
 JF1378'
 JF1378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2
 JF1378'MILES NORTHWEST OF EMPORIA.
 JF1378
 JF1378                          STATION RECOVERY (1974)
 JF1378
 JF1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JF1378'THE STATION MARK, EMPORIA (USGS) 1956, EMPORIA (USGS) RM 1 AND THE
 JF1378'AZIMUTH MARK WERE RECOVERED AS DESCRIBED BY W.N.M. IN 1956.
 JF1378'
 JF1378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 JF1378'NORTHWEST OF EMPORIA.
 JF1378
 JF1378                          STATION RECOVERY (1986)
 JF1378
 JF1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 JF1378'THE SURFACE STATION MARK, EMPORIA USGS 1956 AND THE AZIMUTH MARK WERE
 JF1378'RECOVERED.  THE AZIMUTH WAS FOUND PROJECTING ABOUT 0.6 M (2.0 FT)
 JF1378'ABOVE THE SURFACE DUE TO RECENT ROAD CONSTRUCTION.  A CHECK ANGLE WAS
 JF1378'OBTAINED TO DISTANCE LANDMARKS AND A NEW AZIMUTH MARK WAS ESTABLISHED.
 JF1378'REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED.  THE PROPERTY OWNER
 JF1378'COULD NOT BE LOCATED TO GET PERMISSION FOR NEW REFERENCE MARKS.  A NEW
 JF1378'TRAVERSE CONNECTION WAS NOT MADE TO THE OLD USGS MARK.  THE
 JF1378'UNDERGROUND MARK WAS NOT INSPECTED.  THE STATION SITE IS IN AN AREA
 JF1378'THAT IS BEING DEVELOPED AS A HOUSING AREA.  AT SOME TIME IN THE FUTURE
 JF1378'THE STATION WILL NEED TO BE MOVED.  THE IMMEDIATE AREA HAS NOT BEEN
 JF1378'SUB-DIVIDED YET SO A NEW SITE COULD NOT BE SELECTED AT THIS TIME.  THE
 JF1378'ROUTING TO THE STATION IS ADEQUATE.  AZIMUTH MARK NO 2 IS A STANDARD
 JF1378'NGS DISK STAMPED ---EMPORIA 1956 NO 2 1986---, CEMENTED INTO A DRILLED
 JF1378'IN THE WINGWALL AT THE SOUTHEAST CORNER ON AN OVERPASS BRIDGE OF A
 JF1378'GRAVELED ROAD OVER THE KANSAS TURNPIKE.  TO REACH THE AZIMUTH MARK
 JF1378'FROM THE INTERSECTION OF BUSINESS ROUTE U.S HIGHWAY 50 AND PRAIRIE
 JF1378'STREET, IN EMPORIA, GO NORTH ON PRAIRIE STREET FOR 3.21 KM (2.00 MI)
 JF1378'TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED
 JF1378'ROAD FOR 1.45 KM (0.90 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1379 ***********************************************************************
 JF1379  DESIGNATION -  EMPORIA
 JF1379  PID         -  JF1379
 JF1379  STATE/COUNTY-  KS/LYON
 JF1379  USGS QUAD   -  EMPORIA (1979)
 JF1379
 JF1379                         *CURRENT SURVEY CONTROL
 JF1379  ___________________________________________________________________
 JF1379* NAD 83(1997)-  38 25 52.89784(N)    096 12 47.72749(W)     ADJUSTED  
 JF1379* NAVD 88     -       372.5    (meters)    1222.     (feet)  VERTCON   
 JF1379  ___________________________________________________________________
 JF1379  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 JF1379  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 JF1379
 JF1379  HORZ ORDER  -  SECOND
 JF1379
 JF1379.The horizontal coordinates were established by classical geodetic methods
 JF1379.and adjusted by the National Geodetic Survey in October 1998..
 JF1379
 JF1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1379
 JF1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1379
 JF1379.The geoid height was determined by GEOID03.
 JF1379
 JF1379;                    North         East     Units Scale Factor Converg.
 JF1379;SPC KS S     -   598,307.362   599,643.223   MT  0.99997604   +1 24 19.0
 JF1379;UTM  14      - 4,257,355.746   743,250.452   MT  1.00032875   +1 43 58.9
 JF1379
 JF1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1379!SPC KS S     -   0.99994634  x   0.99997604  =   0.99992238
 JF1379!UTM  14      -   0.99994634  x   1.00032875  =   1.00027508
 JF1379
 JF1379                          SUPERSEDED SURVEY CONTROL
 JF1379
 JF1379  NAD 83(1986)-  38 25 52.90564(N)    096 12 47.72970(W) AD(       ) 2
 JF1379  NAD 27      -  38 25 52.85702(N)    096 12 46.74079(W) AD(       ) 2
 JF1379  NGVD 29 (07/19/86)  372.4    (m)         1222.     (f) VERT ANG       
 JF1379
 JF1379.Superseded values are not recommended for survey control.
 JF1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1379.See file dsdata.txt to determine how the superseded data were derived.
 JF1379
 JF1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4325057356(NAD 83)
 JF1379_MARKER: DS = TRIANGULATION STATION DISK
 JF1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1379_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1379+STABILITY: SURFACE MOTION
 JF1379
 JF1379  HISTORY     - Date     Condition        Report By
 JF1379  HISTORY     - 1956     MONUMENTED       USGS
 JF1379  HISTORY     - 1974     GOOD             NGS
 JF1379
 JF1379                          STATION DESCRIPTION
 JF1379
 JF1379'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WNM)
 JF1379'THE STATION IS ABOUT 2 MILES NORTHWEST OF EMPORIA, 5 MILES
 JF1379'SOUTHEAST OF AMERICUS ON A HIGH HILL IN A PASTURE.  IT IS
 JF1379'110 FEET SOUTHEAST OF A POWERLINE POLE, 16 FEET SOUTH OF A
 JF1379'WHITE WITNESS POST, 189.47 FEET, 57.750 METERS NORTHWEST
 JF1379'OF EMPORIA NO 1 1956 (USGS) AND 111.68 FEET 34.040 METERS
 JF1379'SOUTHEAST OF EMPORIA NO 2 1956 (USGS).
 JF1379'
 JF1379'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 JF1379'EMPORIA 1956 TO EMPORIA (USGS).  THE DISTANCE IS 16.512 FEET,
 JF1379'5.0330 METERS SOUTHWEST OF EMPORIA 1956.
 JF1379'
 JF1379'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S
 JF1379'(6TH AVENUE) AND STATE HIGHWAY 99 (COMMERCIAL STREET) IN
 JF1379'EMPORIA, GO WEST ON HIGHWAY 50S 1.6 MILE TO A PAVED CROSSROAD.
 JF1379'TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 1.4 MILES TO A
 JF1379'POINT WHERE THE PAVED ROAD CURVES TO THE LEFT.  CONTINUE
 JF1379'NORTH ON A GRAVEL ROAD FOR 0.45 MILE TO A WIRE GATE ON THE
 JF1379'LEFT.  PASS THROUGH THE GATE AND GO WEST UP HILL FOR 0.35
 JF1379'MILE TO THE HIGHEST POINT AND THE STATION.
 JF1379
 JF1379                          STATION RECOVERY (1974)
 JF1379
 JF1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JF1379'THE MARK WAS RECOVERED AS DESCRIBED BY W.N.M. IN 1956.
 JF1379'
 JF1379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 JF1379'NORTHWEST OF EMPORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0189 ***********************************************************************
 JF0189  DESIGNATION -  EMPORIA 1
 JF0189  PID         -  JF0189
 JF0189  STATE/COUNTY-  KS/LYON
 JF0189  USGS QUAD   -  EMPORIA (1979)
 JF0189
 JF0189                         *CURRENT SURVEY CONTROL
 JF0189  ___________________________________________________________________
 JF0189* NAD 83(1986)-  38 24 16.     (N)    096 10 09.     (W)     SCALED    
 JF0189* NAVD 88     -       349.960  (meters)    1148.16   (feet)  ADJUSTED  
 JF0189  ___________________________________________________________________
 JF0189  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JF0189  DYNAMIC HT  -         349.706 (meters)    1147.33  (feet)  COMP
 JF0189  MODELED GRAV-     979,892.4   (mgal)                       NAVD 88
 JF0189
 JF0189  VERT ORDER  -  SECOND    CLASS 0
 JF0189
 JF0189.The horizontal coordinates were scaled from a topographic map and have
 JF0189.an estimated accuracy of +/- 6 seconds.
 JF0189
 JF0189.The orthometric height was determined by differential leveling
 JF0189.and adjusted by the National Geodetic Survey in June 1991..
 JF0189
 JF0189.The geoid height was determined by GEOID03.
 JF0189
 JF0189.The dynamic height is computed by dividing the NAVD 88
 JF0189.geopotential number by the normal gravity value computed on the
 JF0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0189.degrees latitude (g = 980.6199 gals.).
 JF0189
 JF0189.The modeled gravity was interpolated from observed gravity values.
 JF0189
 JF0189;                    North         East    Units  Estimated Accuracy
 JF0189;SPC KS S     -   595,420.      603,570.      MT  (+/- 180 meters Scaled)
 JF0189
 JF0189                          SUPERSEDED SURVEY CONTROL
 JF0189
 JF0189  NGVD 29 (??/??/92)  349.827  (m)         1147.72   (f) ADJ UNCH    2 0
 JF0189
 JF0189.Superseded values are not recommended for survey control.
 JF0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0189.See file dsdata.txt to determine how the superseded data were derived.
 JF0189
 JF0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH471544(NAD 83)
 JF0189_MARKER: X = CHISELED CROSS
 JF0189_SETTING: 66 = SET IN ROCK OUTCROP
 JF0189_SP_SET: STONE
 JF0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0189+STABILITY: POSITION/ELEVATION WELL
 JF0189
 JF0189  HISTORY     - Date     Condition        Report By
 JF0189  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0189  HISTORY     - 1935     GOOD             NGS
 JF0189
 JF0189                          STATION DESCRIPTION
 JF0189
 JF0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0189'IN EMPORIA.
 JF0189'IN EMPORIA, MARK IS 2 INCHES N. OF S.E. CORNER OF EMPORIA M-K-T
 JF0189'STATION AND 4 FT. ABOVE BRICK PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0190 ***********************************************************************
 JF0190  DESIGNATION -  EMPORIA 2
 JF0190  PID         -  JF0190
 JF0190  STATE/COUNTY-  KS/LYON
 JF0190  USGS QUAD   -  EMPORIA (1979)
 JF0190
 JF0190                         *CURRENT SURVEY CONTROL
 JF0190  ___________________________________________________________________
 JF0190* NAD 83(1986)-  38 24 21.     (N)    096 10 09.     (W)     SCALED    
 JF0190* NAVD 88     -       348.515  (meters)    1143.42   (feet)  ADJUSTED  
 JF0190  ___________________________________________________________________
 JF0190  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JF0190  DYNAMIC HT  -         348.262 (meters)    1142.59  (feet)  COMP
 JF0190  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 JF0190
 JF0190  VERT ORDER  -  SECOND    CLASS 0
 JF0190
 JF0190.The horizontal coordinates were scaled from a topographic map and have
 JF0190.an estimated accuracy of +/- 6 seconds.
 JF0190
 JF0190.The orthometric height was determined by differential leveling
 JF0190.and adjusted by the National Geodetic Survey in June 1991..
 JF0190
 JF0190.The geoid height was determined by GEOID03.
 JF0190
 JF0190.The dynamic height is computed by dividing the NAVD 88
 JF0190.geopotential number by the normal gravity value computed on the
 JF0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0190.degrees latitude (g = 980.6199 gals.).
 JF0190
 JF0190.The modeled gravity was interpolated from observed gravity values.
 JF0190
 JF0190;                    North         East    Units  Estimated Accuracy
 JF0190;SPC KS S     -   595,570.      603,560.      MT  (+/- 180 meters Scaled)
 JF0190
 JF0190                          SUPERSEDED SURVEY CONTROL
 JF0190
 JF0190  NGVD 29 (??/??/92)  348.382  (m)         1142.98   (f) ADJ UNCH    2 0
 JF0190
 JF0190.Superseded values are not recommended for survey control.
 JF0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0190.See file dsdata.txt to determine how the superseded data were derived.
 JF0190
 JF0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH471546(NAD 83)
 JF0190_MARKER: B = BOLT
 JF0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0190_SP_SET: CULVERT
 JF0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0190
 JF0190  HISTORY     - Date     Condition        Report By
 JF0190  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0190  HISTORY     - 1935     GOOD             NGS
 JF0190
 JF0190                          STATION DESCRIPTION
 JF0190
 JF0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0190'IN EMPORIA.
 JF0190'IN EMPORIA, MARK IS IN S.W. CORNER OF W. HEADWALL OF CONC. 3 X 3
 JF0190'CULVERT UNDER PASSENGER TRACK AND 125 YDS. N. OF M-K-T PASSENGER
 JF0190'STATION IN EMPORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1406 ***********************************************************************
 JF1406  DESIGNATION -  EMPORIA BLACKTOP CONSTR MAST
 JF1406  PID         -  JF1406
 JF1406  STATE/COUNTY-  KS/LYON
 JF1406  USGS QUAD   -  EMPORIA (1979)
 JF1406
 JF1406                         *CURRENT SURVEY CONTROL
 JF1406  ___________________________________________________________________
 JF1406* NAD 83(1997)-  38 24 07.92949(N)    096 09 55.83700(W)     ADJUSTED  
 JF1406* NAVD 88     -                                                        
 JF1406  ___________________________________________________________________
 JF1406  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 JF1406  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JF1406
 JF1406  HORZ ORDER  -  THIRD
 JF1406
 JF1406.The horizontal coordinates were established by classical geodetic methods
 JF1406.and adjusted by the National Geodetic Survey in October 1998..
 JF1406
 JF1406
 JF1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1406
 JF1406.The geoid height was determined by GEOID03.
 JF1406
 JF1406;                    North         East     Units Scale Factor Converg.
 JF1406;SPC KS S     -   595,175.117   603,891.958   MT  0.99997161   +1 26 04.6
 JF1406;UTM  14      - 4,254,246.686   747,518.584   MT  1.00035456   +1 45 41.8
 JF1406
 JF1406                          SUPERSEDED SURVEY CONTROL
 JF1406
 JF1406  NAD 83(1986)-  38 24 07.93699(N)    096 09 55.83912(W) AD(       ) 4
 JF1406  NAD 27      -  38 24 07.88407(N)    096 09 54.86018(W) AD(       ) 3
 JF1406
 JF1406.Superseded values are not recommended for survey control.
 JF1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1406.See file dsdata.txt to determine how the superseded data were derived.
 JF1406
 JF1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4751954247(NAD 83)
 JF1406_MARKER: 42 = RADIO/TV MAST
 JF1406
 JF1406  HISTORY     - Date     Condition        Report By
 JF1406  HISTORY     - 1974     FIRST OBSERVED   NGS
 JF1406
 JF1406                          STATION DESCRIPTION
 JF1406
 JF1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1406'EMPORIA, BLACKTOP CONSTRUCTION COMPANY KAM 322 RADIO MAST IS A
 JF1406'TRIANGULAR SHAPED STEEL MAST, 290 FEET HIGH AND PAINTED IN ALTERNATE
 JF1406'SECTION OF RED AND WHITE.
 JF1406'
 JF1406'STATION IS THE LIGHT ATOP THE MAST AND IS LOCATED IN THE SOUTHEAST
 JF1406'SECTION OF THE CITY OF EMPORIA.
 JF1406'
 JF1406'TO REACH THE STATION FROM THE JUNCTION OF THE BUSINESS ROUTE OF US
 JF1406'HIGHWAY 50 AND STATE HIGHWAY 99 IN EMPORIA, GO EAST ALONG THE
 JF1406'BUSINESS ROUTE OF US HIGHWAY 50 FOR 1.1 MILE, THENCE SOUTH FOR 0.25
 JF1406'MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1388 ***********************************************************************
 JF1388  DESIGNATION -  EMPORIA BROADVIEW HOTEL LIGHT
 JF1388  PID         -  JF1388
 JF1388  STATE/COUNTY-  KS/LYON
 JF1388  USGS QUAD   -  EMPORIA (1979)
 JF1388
 JF1388                         *CURRENT SURVEY CONTROL
 JF1388  ___________________________________________________________________
 JF1388* NAD 83(1997)-  38 24 18.76038(N)    096 10 54.24907(W)     ADJUSTED  
 JF1388* NAVD 88     -                                                        
 JF1388  ___________________________________________________________________
 JF1388  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 JF1388  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JF1388
 JF1388  HORZ ORDER  -  THIRD
 JF1388
 JF1388.The horizontal coordinates were established by classical geodetic methods
 JF1388.and adjusted by the National Geodetic Survey in October 1998..
 JF1388
 JF1388
 JF1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1388
 JF1388.The geoid height was determined by GEOID03.
 JF1388
 JF1388;                    North         East     Units Scale Factor Converg.
 JF1388;SPC KS S     -   595,473.610   602,466.823   MT  0.99997206   +1 25 28.7
 JF1388;UTM  14      - 4,254,537.150   746,091.228   MT  1.00034588   +1 45 05.9
 JF1388
 JF1388                          SUPERSEDED SURVEY CONTROL
 JF1388
 JF1388  NAD 83(1986)-  38 24 18.76813(N)    096 10 54.25138(W) AD(       ) 4
 JF1388  NAD 27      -  38 24 18.71890(N)    096 10 53.26871(W) AD(       ) 3
 JF1388
 JF1388.Superseded values are not recommended for survey control.
 JF1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1388.See file dsdata.txt to determine how the superseded data were derived.
 JF1388
 JF1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4609154537(NAD 83)
 JF1388
 JF1388  HISTORY     - Date     Condition        Report By
 JF1388  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1388
 JF1388                          STATION DESCRIPTION
 JF1388
 JF1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1388'THE STATION IS THE CENTER OF THE TOP OF THE AERIAL LIGHT, LOCATED
 JF1388'ON THE SOUTHEAST CORNER OF THE PENTHOUSE ROOF OF THE BROADVIEW
 JF1388'HOTEL, AT THE INTERSECTION OF 6TH AVE. AND MERCHANT STREET IN
 JF1388'EMPORIA.
 JF1388'
 JF1388'IT IS A 3 LEGGED, SELF SUPPORTING STEEL STRUCTURE 20 FEET HIGH.
 JF1388'THE RED BRICK BUILDING IS 105 FEET HIGH.  THE ENTIRE HEIGHT IS
 JF1388'125 FEET.
 JF1388'
 JF1388'THE ENGINEER OF THE BUILDING STATES THAT IN THE VERY NEAR FUTURE A
 JF1388'REVOLVING RED LIGHT WILL BE MOUNTED AT THE TOP OF THE STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1407 ***********************************************************************
 JF1407  DESIGNATION -  EMPORIA CABLEVISION MAST
 JF1407  PID         -  JF1407
 JF1407  STATE/COUNTY-  KS/LYON
 JF1407  USGS QUAD   -  EMPORIA (1979)
 JF1407
 JF1407                         *CURRENT SURVEY CONTROL
 JF1407  ___________________________________________________________________
 JF1407* NAD 83(1997)-  38 25 01.72383(N)    096 12 11.15887(W)     ADJUSTED  
 JF1407* NAVD 88     -                                                        
 JF1407  ___________________________________________________________________
 JF1407  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 JF1407  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JF1407
 JF1407  HORZ ORDER  -  THIRD
 JF1407
 JF1407.The horizontal coordinates were established by classical geodetic methods
 JF1407.and adjusted by the National Geodetic Survey in October 1998..
 JF1407
 JF1407
 JF1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1407
 JF1407.The geoid height was determined by GEOID03.
 JF1407
 JF1407;                    North         East     Units Scale Factor Converg.
 JF1407;SPC KS S     -   596,751.750   600,568.748   MT  0.99997385   +1 24 41.4
 JF1407;UTM  14      - 4,255,804.897   744,185.187   MT  1.00033437   +1 44 19.7
 JF1407
 JF1407                          SUPERSEDED SURVEY CONTROL
 JF1407
 JF1407  NAD 83(1986)-  38 25 01.73153(N)    096 12 11.16084(W) AD(       ) 4
 JF1407  NAD 27      -  38 25 01.68202(N)    096 12 10.17609(W) AD(       ) 3
 JF1407
 JF1407.Superseded values are not recommended for survey control.
 JF1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1407.See file dsdata.txt to determine how the superseded data were derived.
 JF1407
 JF1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4418555805(NAD 83)
 JF1407_MARKER: 42 = RADIO/TV MAST
 JF1407
 JF1407  HISTORY     - Date     Condition        Report By
 JF1407  HISTORY     - 1974     FIRST OBSERVED   NGS
 JF1407
 JF1407                          STATION DESCRIPTION
 JF1407
 JF1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1407'EMPORIA, DIVISION OF ATC, CABLEVISION MAST IS A TRIANGULAR STEEL
 JF1407'MAST, 400 FEET HIGH AND PAINTED IN ALTERNATE SECTIONS OF RED AND
 JF1407'WHITE.
 JF1407'
 JF1407'STATION IS THE LIGHT ATOP THE MAST AND IS LOCATED ABOUT 100 YARDS
 JF1407'NORTH-NORTHEAST OF THE INTERSECTION OF WEST 15TH STREET AND WILLIBY
 JF1407'AVENUE IN THE NORTHWEST SECTION OF EMPORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1397 ***********************************************************************
 JF1397  DESIGNATION -  EMPORIA COLL EMPORIA PWR STACK
 JF1397  PID         -  JF1397
 JF1397  STATE/COUNTY-  KS/LYON
 JF1397  USGS QUAD   -  EMPORIA (1979)
 JF1397
 JF1397                         *CURRENT SURVEY CONTROL
 JF1397  ___________________________________________________________________
 JF1397* NAD 83(1997)-  38 24 52.95751(N)    096 11 48.08879(W)     ADJUSTED  
 JF1397* NAVD 88     -                                                        
 JF1397  ___________________________________________________________________
 JF1397  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 JF1397  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF1397
 JF1397  HORZ ORDER  -  THIRD
 JF1397
 JF1397.The horizontal coordinates were established by classical geodetic methods
 JF1397.and adjusted by the National Geodetic Survey in October 1998..
 JF1397
 JF1397
 JF1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1397
 JF1397.The geoid height was determined by GEOID03.
 JF1397
 JF1397;                    North         East     Units Scale Factor Converg.
 JF1397;SPC KS S     -   596,495.339   601,134.899   MT  0.99997348   +1 24 55.6
 JF1397;UTM  14      - 4,255,551.632   744,752.999   MT  1.00033779   +1 44 33.7
 JF1397
 JF1397                          SUPERSEDED SURVEY CONTROL
 JF1397
 JF1397  NAD 83(1986)-  38 24 52.96522(N)    096 11 48.09035(W) AD(       ) 4
 JF1397  NAD 27      -  38 24 52.91734(N)    096 11 47.10508(W) AD(       ) 3
 JF1397
 JF1397.Superseded values are not recommended for survey control.
 JF1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1397.See file dsdata.txt to determine how the superseded data were derived.
 JF1397
 JF1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4475355552(NAD 83)
 JF1397_MARKER: 63 = STACK
 JF1397
 JF1397  HISTORY     - Date     Condition        Report By
 JF1397  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1397
 JF1397                          STATION DESCRIPTION
 JF1397
 JF1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1397'THE STATION IS THE CENTER OF THE TOP OF THE COLLEGE OF EMPORIA
 JF1397'POWER PLANT STACK.  IT IS LOCATED ON THE GROUNDS OF THE COLLEGE,
 JF1397'IN THE NORTHWEST SECTION OF EMPORIA BETWEEN W. 12TH AND 15TH
 JF1397'AVENUES AND ON THE WEST SIDE OF CHESTNUT STREET.  IT IS AN ALL
 JF1397'STEEL STRUCTURE 120 FEET HIGH PAINTED ALUMINUM WITH A SECTION OF
 JF1397'THE TOP OF THE STACK PAINTED BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4695 ***********************************************************************
 DG4695  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4695  DESIGNATION -  EMPORIA COOP CORS ARP
 DG4695  CORS_ID     -  EMP1
 DG4695  PID         -  DG4695
 DG4695  STATE/COUNTY-  KS/LYON
 DG4695  USGS QUAD   -  EMPORIA (1979)
 DG4695
 DG4695                         *CURRENT SURVEY CONTROL
 DG4695  ___________________________________________________________________
 DG4695* NAD 83(CORS)-  38 24 14.59451(N)    096 10 42.29107(W)     ADJUSTED  
 DG4695* NAVD 88     -                                                        
 DG4695  ___________________________________________________________________
 DG4695  EPOCH DATE  -        2002.00
 DG4695  X           -    -538,657.937 (meters)                     COMP
 DG4695  Y           -  -4,975,889.816 (meters)                     COMP
 DG4695  Z           -   3,940,901.358 (meters)                     COMP
 DG4695  ELLIP HEIGHT-         342.35  (meters)          (01/??/04) GPS OBS
 DG4695  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DG4695
 DG4695  HORZ ORDER  -  SPECIAL (CORS)
 DG4695  ELLP ORDER  -  SPECIAL (CORS)
 DG4695
 DG4695.ITRF positions are available for this station.
 DG4695.The coordinates were established by GPS observations
 DG4695.and adjusted by the National Geodetic Survey in January 2004..
 DG4695.The coordinates are valid at the epoch date displayed above.
 DG4695.The epoch date for horizontal control is a decimal equivalence
 DG4695.of Year/Month/Day.
 DG4695
 DG4695
 DG4695.The PID for the CORS L1 Phase Center is DG4696.
 DG4695
 DG4695.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4695
 DG4695.The ellipsoidal height was determined by GPS observations
 DG4695.and is referenced to NAD 83.
 DG4695
 DG4695.The geoid height was determined by GEOID03.
 DG4695
 DG4695;                    North         East     Units Scale Factor Converg.
 DG4695;SPC KS S     -   595,352.419   602,760.060   MT  0.99997188   +1 25 36.0
 DG4695
 DG4695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4695!SPC KS S     -   0.99994629  x   0.99997188  =   0.99991817
 DG4695
 DG4695                          SUPERSEDED SURVEY CONTROL
 DG4695
 DG4695.No superseded survey control is available for this station.
 DG4695
 DG4695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4638554418(NAD 83)
 DG4695_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG4695
 DG4695                          STATION DESCRIPTION
 DG4695
 DG4695'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG4695'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4695'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4695'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4695'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4695'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4696 ***********************************************************************
 DG4696  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4696  DESIGNATION -  EMPORIA COOP CORS L1 PHASE CENTER
 DG4696  CORS_ID     -  EMP1
 DG4696  PID         -  DG4696
 DG4696  STATE/COUNTY-  KS/LYON
 DG4696  USGS QUAD   -  EMPORIA (1979)
 DG4696
 DG4696                         *CURRENT SURVEY CONTROL
 DG4696  ___________________________________________________________________
 DG4696* NAD 83(CORS)-  38 24 14.59459(N)    096 10 42.29102(W)     ADJUSTED  
 DG4696* NAVD 88     -                                                        
 DG4696  ___________________________________________________________________
 DG4696  EPOCH DATE  -        2002.00
 DG4696  X           -    -538,657.944 (meters)                     COMP
 DG4696  Y           -  -4,975,889.892 (meters)                     COMP
 DG4696  Z           -   3,940,901.422 (meters)                     COMP
 DG4696  ELLIP HEIGHT-         342.45  (meters)          (01/??/04) GPS OBS
 DG4696  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DG4696
 DG4696  HORZ ORDER  -  SPECIAL (CORS)
 DG4696  ELLP ORDER  -  SPECIAL (CORS)
 DG4696
 DG4696.ITRF positions are available for this station.
 DG4696.The coordinates were established by GPS observations
 DG4696.and adjusted by the National Geodetic Survey in January 2004..
 DG4696.The coordinates are valid at the epoch date displayed above.
 DG4696.The epoch date for horizontal control is a decimal equivalence
 DG4696.of Year/Month/Day.
 DG4696
 DG4696
 DG4696.The PID for the CORS ARP is DG4695.
 DG4696
 DG4696.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4696
 DG4696.The ellipsoidal height was determined by GPS observations
 DG4696.and is referenced to NAD 83.
 DG4696
 DG4696.The geoid height was determined by GEOID03.
 DG4696
 DG4696;                    North         East     Units Scale Factor Converg.
 DG4696;SPC KS S     -   595,352.422   602,760.061   MT  0.99997188   +1 25 36.0
 DG4696
 DG4696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4696!SPC KS S     -   0.99994627  x   0.99997188  =   0.99991815
 DG4696
 DG4696                          SUPERSEDED SURVEY CONTROL
 DG4696
 DG4696.No superseded survey control is available for this station.
 DG4696
 DG4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4638554418(NAD 83)
 DG4696_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4696
 DG4696                          STATION DESCRIPTION
 DG4696
 DG4696'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4696'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4696'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4696'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4696'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4696'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1415 ***********************************************************************
 JF1415  DESIGNATION -  EMPORIA CS GAS MICROWAVE
 JF1415  PID         -  JF1415
 JF1415  STATE/COUNTY-  KS/LYON
 JF1415  USGS QUAD   -  PLYMOUTH (1989)
 JF1415
 JF1415                         *CURRENT SURVEY CONTROL
 JF1415  ___________________________________________________________________
 JF1415* NAD 83(1997)-  38 28 07.90781(N)    096 17 00.64493(W)     ADJUSTED  
 JF1415* NAVD 88     -                                                        
 JF1415  ___________________________________________________________________
 JF1415  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 JF1415  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JF1415
 JF1415  HORZ ORDER  -  THIRD
 JF1415
 JF1415.The horizontal coordinates were established by classical geodetic methods
 JF1415.and adjusted by the National Geodetic Survey in October 1998..
 JF1415
 JF1415
 JF1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1415
 JF1415.The geoid height was determined by GEOID03.
 JF1415
 JF1415;                    North         East     Units Scale Factor Converg.
 JF1415;SPC KS S     -   602,320.969   593,411.867   MT  0.99998212   +1 21 43.5
 JF1415;UTM  14      - 4,261,334.912   736,994.138   MT  1.00029174   +1 41 26.5
 JF1415
 JF1415                          SUPERSEDED SURVEY CONTROL
 JF1415
 JF1415  NAD 83(1986)-  38 28 07.91605(N)    096 17 00.64653(W) AD(       ) 4
 JF1415  NAD 27      -  38 28 07.86978(N)    096 16 59.64978(W) AD(       ) 3
 JF1415
 JF1415.Superseded values are not recommended for survey control.
 JF1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1415.See file dsdata.txt to determine how the superseded data were derived.
 JF1415
 JF1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH3699461335(NAD 83)
 JF1415_MARKER: 44 = MICROWAVE MAST
 JF1415
 JF1415  HISTORY     - Date     Condition        Report By
 JF1415  HISTORY     - 1974     FIRST OBSERVED   NGS
 JF1415
 JF1415                          STATION DESCRIPTION
 JF1415
 JF1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JF1415'THE STATION, EMPORIA CITIES SERVICE GAS COMPANY MICROWAVE KLE 30, IS
 JF1415'THE LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST, THAT IS PAINTED RED
 JF1415'AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 365 FEET AND HAS
 JF1415'TWO FAN TYPE ANTENNAS MOUNTED AT THE TOP.  IT IS OWNED BY THE
 JF1415'CITIES SERVICE GAS COMPANY AND IS LOCATED ABOUT 7 MILES
 JF1415'NORTHWEST OF EMPORIA AND 4 MILES NORTH OF U. S. HIGHWAY 50.
 JF1415'
 JF1415'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 99 AND U.S.
 JF1415'HIGHWAY 50 IN DOWNTOWN EMPORIA, GO WEST ON HIGHWAY 50 FOR 5.6 MILES
 JF1415'TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED
 JF1415'ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT ABOUT 300 YARDS WEST
 JF1415'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1385 ***********************************************************************
 JF1385  DESIGNATION -  EMPORIA EAST MUN STANDPIPE
 JF1385  PID         -  JF1385
 JF1385  STATE/COUNTY-  KS/LYON
 JF1385  USGS QUAD   -  EMPORIA (1979)
 JF1385
 JF1385                         *CURRENT SURVEY CONTROL
 JF1385  ___________________________________________________________________
 JF1385* NAD 83(1997)-  38 25 40.25578(N)    096 13 04.93837(W)     ADJUSTED  
 JF1385* NAVD 88     -                                                        
 JF1385  ___________________________________________________________________
 JF1385  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 JF1385  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 JF1385
 JF1385  HORZ ORDER  -  THIRD
 JF1385
 JF1385.The horizontal coordinates were established by classical geodetic methods
 JF1385.and adjusted by the National Geodetic Survey in October 1998..
 JF1385
 JF1385
 JF1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1385
 JF1385.The geoid height was determined by GEOID03.
 JF1385
 JF1385;                    North         East     Units Scale Factor Converg.
 JF1385;SPC KS S     -   597,907.449   599,235.460   MT  0.99997549   +1 24 08.4
 JF1385;UTM  14      - 4,256,953.366   742,844.840   MT  1.00032633   +1 43 47.7
 JF1385
 JF1385                          SUPERSEDED SURVEY CONTROL
 JF1385
 JF1385  NAD 83(1986)-  38 25 40.26363(N)    096 13 04.94016(W) AD(       ) 4
 JF1385  NAD 27      -  38 25 40.21553(N)    096 13 03.95262(W) AD(       ) 3
 JF1385
 JF1385.Superseded values are not recommended for survey control.
 JF1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1385.See file dsdata.txt to determine how the superseded data were derived.
 JF1385
 JF1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4284556953(NAD 83)
 JF1385_MARKER: 52 = STANDPIPE TANK
 JF1385
 JF1385  HISTORY     - Date     Condition        Report By
 JF1385  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1385  HISTORY     - 1974     GOOD             NGS
 JF1385
 JF1385                          STATION DESCRIPTION
 JF1385
 JF1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1385'THE STATIONS ARE THE CENTERS OF THE TOPS OF THE TWO STANDPIPES
 JF1385'LOCATED IN THE NORTHWESTERN EDGE OF DRYER PARK IN THE
 JF1385'NORTHWESTERN EDGE OF DRYER PARK IN THE NORTHWESTERN EDGE OF
 JF1385'EMPORIA.  THEY ARE APPROXIMATELY 85 FEET HIGH, ARE 70.9 FEET
 JF1385'APART AND ARE ALUMINUM COLORED.
 JF1385'
 JF1385'TO REACH THE STANDPIPES FROM COMMERCIAL STREET AND WEST 6TH
 JF1385'AVENUE, IN EMPORIA, GO WEST ON WEST 6TH AVENUE FOR 1.45 MILES.
 JF1385'TURN RIGHT AND GO NORTH FOR 1.45 MILES TO A GRAVEL CROSSROAD.
 JF1385'TURN LEFT AND GO WEST FOR 0.55 MILE TO DRYER PARK AND THE
 JF1385'STANDPIPES ON TOP OF THE HILL.
 JF1385
 JF1385                          STATION RECOVERY (1974)
 JF1385
 JF1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1385'EMPORIA, EAST AND WEST MUNICIPAL STANDPIPES WAS RECOVERED AS
 JF1385'DESCRIBED.
 JF1385'
 JF1385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 JF1385'NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1391 ***********************************************************************
 JF1391  DESIGNATION -  EMPORIA ELEV AND FEED CO ELEV
 JF1391  PID         -  JF1391
 JF1391  STATE/COUNTY-  KS/LYON
 JF1391  USGS QUAD   -  EMPORIA (1979)
 JF1391
 JF1391                         *CURRENT SURVEY CONTROL
 JF1391  ___________________________________________________________________
 JF1391* NAD 83(1997)-  38 24 06.36696(N)    096 13 15.93333(W)     ADJUSTED  
 JF1391* NAVD 88     -                                                        
 JF1391  ___________________________________________________________________
 JF1391  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 JF1391  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 JF1391
 JF1391  HORZ ORDER  -  THIRD
 JF1391
 JF1391.The horizontal coordinates were established by classical geodetic methods
 JF1391.and adjusted by the National Geodetic Survey in October 1998..
 JF1391
 JF1391
 JF1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1391
 JF1391.The geoid height was determined by GEOID03.
 JF1391
 JF1391;                    North         East     Units Scale Factor Converg.
 JF1391;SPC KS S     -   595,006.850   599,039.611   MT  0.99997155   +1 24 01.6
 JF1391;UTM  14      - 4,254,050.674   742,665.489   MT  1.00032526   +1 43 37.3
 JF1391
 JF1391                          SUPERSEDED SURVEY CONTROL
 JF1391
 JF1391  NAD 83(1986)-  38 24 06.37511(N)    096 13 15.93489(W) AD(       ) 4
 JF1391  NAD 27      -  38 24 06.32878(N)    096 13 14.94259(W) AD(       ) 3
 JF1391
 JF1391.Superseded values are not recommended for survey control.
 JF1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1391.See file dsdata.txt to determine how the superseded data were derived.
 JF1391
 JF1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4266554051(NAD 83)
 JF1391_MARKER: 65 = GRAIN ELEVATOR
 JF1391
 JF1391  HISTORY     - Date     Condition        Report By
 JF1391  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1391
 JF1391                          STATION DESCRIPTION
 JF1391
 JF1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1391'THE STATION IS THE CENTER OF THE TANK ON THE TOP OF THE EAST END
 JF1391'OF A DOUBLE ROW OF METAL GRAIN TANKS.  IT IS LOCATED ABOUT 3
 JF1391'MILES SOUTHWEST OF THE CENTER OF EMPORIA AND AT THE WEST END OF
 JF1391'THE SANTA FE STOCKYARDS.  IT IS AN ALL STEEL STRUCTURE PAINTED
 JF1391'ALUMINUM.  THE OVERALL HEIGHT OF THE STRUCTURE IS 112 FEET.
 JF1391'
 JF1391'THIS ELEVATOR IS LOCALLY KNOWN AS ANDERSONS GRAIN ELEVATOR AND IS
 JF1391'OWNED BY MR. E.T. ANDERSON AND SON OF EMPORIA, BUT LISTED IN
 JF1391'TELEPHONE DIRECTORY AS ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1395 ***********************************************************************
 JF1395  DESIGNATION -  EMPORIA FIRST CONG CH SPIRE
 JF1395  PID         -  JF1395
 JF1395  STATE/COUNTY-  KS/LYON
 JF1395  USGS QUAD   -  EMPORIA (1979)
 JF1395
 JF1395                         *CURRENT SURVEY CONTROL
 JF1395  ___________________________________________________________________
 JF1395* NAD 83(1997)-  38 24 45.59388(N)    096 11 05.16902(W)     ADJUSTED  
 JF1395* NAVD 88     -                                                        
 JF1395  ___________________________________________________________________
 JF1395  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 JF1395  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JF1395
 JF1395  HORZ ORDER  -  THIRD
 JF1395
 JF1395.The horizontal coordinates were established by classical geodetic methods
 JF1395.and adjusted by the National Geodetic Survey in October 1998..
 JF1395
 JF1395
 JF1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1395
 JF1395.The geoid height was determined by GEOID03.
 JF1395
 JF1395;                    North         East     Units Scale Factor Converg.
 JF1395;SPC KS S     -   596,294.147   602,181.417   MT  0.99997317   +1 25 22.0
 JF1395;UTM  14      - 4,255,356.349   745,801.035   MT  1.00034412   +1 45 00.1
 JF1395
 JF1395                          SUPERSEDED SURVEY CONTROL
 JF1395
 JF1395  NAD 83(1986)-  38 24 45.60150(N)    096 11 05.17101(W) AD(       ) 4
 JF1395  NAD 27      -  38 24 45.55299(N)    096 11 04.18741(W) AD(       ) 3
 JF1395
 JF1395.Superseded values are not recommended for survey control.
 JF1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1395.See file dsdata.txt to determine how the superseded data were derived.
 JF1395
 JF1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4580155356(NAD 83)
 JF1395_MARKER: 90 = CHURCH SPIRE
 JF1395
 JF1395  HISTORY     - Date     Condition        Report By
 JF1395  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1395  HISTORY     - 1974     GOOD             NGS
 JF1395
 JF1395                          STATION DESCRIPTION
 JF1395
 JF1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1395'THE STATION IS THE SPIRE ON THE TOP OF THE FIRST CONGREGATIONAL
 JF1395'CHURCH.  IT IS LOCATED IN THE NORTH SECTION OF EMPORIA, ON THE
 JF1395'NORTH SIDE OF W 12TH AVENUE BETWEEN STATE AND CONGRESS STREETS.
 JF1395'IT IS A RED BRICK STRUCTURE WITH A SPIRE OVER THE SOUTH AND MAIN
 JF1395'ENTRANCE INTO THE CHURCH.  THE BELFRY IS PAINTED WHITE AND THE
 JF1395'CONICAL ROOF IS COVERED WITH SHEET COPPER.  THE OVERALL HEIGHT
 JF1395'OF THE STRUCTURE IS ABOUT 100 FEET.
 JF1395
 JF1395                          STATION RECOVERY (1974)
 JF1395
 JF1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1395'EMPORIA, FIRST CONGREGATIONAL CHURCH SPIRE WAS RECOVERED AS
 JF1395'DESCRIBED.
 JF1395'
 JF1395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EMPORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1404 ***********************************************************************
 JF1404  DESIGNATION -  EMPORIA KANS PWR LT CO STACK
 JF1404  PID         -  JF1404
 JF1404  STATE/COUNTY-  KS/LYON
 JF1404  USGS QUAD   -  EMPORIA (1979)
 JF1404
 JF1404                         *CURRENT SURVEY CONTROL
 JF1404  ___________________________________________________________________
 JF1404* NAD 83(1997)-  38 24 04.07305(N)    096 10 40.73444(W)     ADJUSTED  
 JF1404* NAVD 88     -                                                        
 JF1404  ___________________________________________________________________
 JF1404  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 JF1404  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 JF1404
 JF1404  HORZ ORDER  -  THIRD
 JF1404
 JF1404.The horizontal coordinates were established by classical geodetic methods
 JF1404.and adjusted by the National Geodetic Survey in October 1998..
 JF1404
 JF1404
 JF1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1404
 JF1404.The geoid height was determined by GEOID03.
 JF1404
 JF1404;                    North         East     Units Scale Factor Converg.
 JF1404;SPC KS S     -   595,029.046   602,805.895   MT  0.99997145   +1 25 37.0
 JF1404;UTM  14      - 4,254,094.362   746,432.960   MT  1.00034796   +1 45 13.7
 JF1404
 JF1404                          SUPERSEDED SURVEY CONTROL
 JF1404
 JF1404  NAD 83(1986)-  38 24 04.08074(N)    096 10 40.73679(W) AD(       ) 4
 JF1404  NAD 27      -  38 24 04.03445(N)    096 10 39.75545(W) AD(       ) 3
 JF1404
 JF1404.Superseded values are not recommended for survey control.
 JF1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1404.See file dsdata.txt to determine how the superseded data were derived.
 JF1404
 JF1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4643354094(NAD 83)
 JF1404_MARKER: 63 = STACK
 JF1404
 JF1404  HISTORY     - Date     Condition        Report By
 JF1404  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1404
 JF1404                          STATION DESCRIPTION
 JF1404
 JF1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1404'THE STATION IS THE CENTER OF THE TOP OF THE STACK OWNED BY THE
 JF1404'KANSAS POWER AND LIGHT CO., LOCATED AT THE NORTH END OF THE POWER
 JF1404'HOUSE PLANT AT 3 RD. AND MARKET STREETS IN THE SOUTHEAST SECTION
 JF1404'OF EMPORIA.
 JF1404'
 JF1404'IT IS A ROUND RED TILE STACK 120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1396 ***********************************************************************
 JF1396  DESIGNATION -  EMPORIA KANS SOYA PROD CO ELEV
 JF1396  PID         -  JF1396
 JF1396  STATE/COUNTY-  KS/LYON
 JF1396  USGS QUAD   -  EMPORIA (1979)
 JF1396
 JF1396                         *CURRENT SURVEY CONTROL
 JF1396  ___________________________________________________________________
 JF1396* NAD 83(1997)-  38 24 14.03193(N)    096 10 10.53461(W)     ADJUSTED  
 JF1396* NAVD 88     -                                                        
 JF1396  ___________________________________________________________________
 JF1396  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 JF1396  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JF1396
 JF1396  HORZ ORDER  -  THIRD
 JF1396
 JF1396.The horizontal coordinates were established by classical geodetic methods
 JF1396.and adjusted by the National Geodetic Survey in October 1998..
 JF1396
 JF1396
 JF1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1396
 JF1396.The geoid height was determined by GEOID03.
 JF1396
 JF1396;                    North         East     Units Scale Factor Converg.
 JF1396;SPC KS S     -   595,354.298   603,530.753   MT  0.99997186   +1 25 55.6
 JF1396;UTM  14      - 4,254,423.870   747,156.224   MT  1.00035235   +1 45 32.9
 JF1396
 JF1396                          SUPERSEDED SURVEY CONTROL
 JF1396
 JF1396  NAD 83(1986)-  38 24 14.03955(N)    096 10 10.53697(W) AD(       ) 4
 JF1396  NAD 27      -  38 24 13.99026(N)    096 10 09.55547(W) AD(       ) 3
 JF1396
 JF1396.Superseded values are not recommended for survey control.
 JF1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1396.See file dsdata.txt to determine how the superseded data were derived.
 JF1396
 JF1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4715654424(NAD 83)
 JF1396_MARKER: 65 = GRAIN ELEVATOR
 JF1396
 JF1396  HISTORY     - Date     Condition        Report By
 JF1396  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1396
 JF1396                          STATION DESCRIPTION
 JF1396
 JF1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1396'THE STATION IS THE CENTER OF THE TOP OF THE GRAIN ELEVATOR,
 JF1396'LOCATED ON THE SOUTH SIDE OF EAST 6TH AVE. AND JUST SOUTH OF THE
 JF1396'M.K. AND T. FREIGHT DEPOT, IN THE EAST SECTION OF EMPORIA.
 JF1396'
 JF1396'IT IS A RECTANGULAR CONCRETE BUILDING ON THE TOP OF THE SOUTH END
 JF1396'OF A TRIPLE ROW OF CONCRETE GRAIN TANKS.  THE TANKS ARE ABOUT
 JF1396'94 FEET HIGH AND THE BUILDING AT THE TOP IS 39 FEET HIGH.  THE
 JF1396'ENTIRE HEIGHT IS 133 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1399 ***********************************************************************
 JF1399  DESIGNATION -  EMPORIA KANSAS STC PLANT STACK
 JF1399  PID         -  JF1399
 JF1399  STATE/COUNTY-  KS/LYON
 JF1399  USGS QUAD   -  EMPORIA (1979)
 JF1399
 JF1399                         *CURRENT SURVEY CONTROL
 JF1399  ___________________________________________________________________
 JF1399* NAD 83(1997)-  38 24 54.52903(N)    096 10 43.13299(W)     ADJUSTED  
 JF1399* NAVD 88     -                                                        
 JF1399  ___________________________________________________________________
 JF1399  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 JF1399  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JF1399
 JF1399  HORZ ORDER  -  THIRD
 JF1399
 JF1399.The horizontal coordinates were established by classical geodetic methods
 JF1399.and adjusted by the National Geodetic Survey in October 1998..
 JF1399
 JF1399
 JF1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1399
 JF1399.The geoid height was determined by GEOID03.
 JF1399
 JF1399;                    North         East     Units Scale Factor Converg.
 JF1399;SPC KS S     -   596,582.857   602,708.985   MT  0.99997354   +1 25 35.5
 JF1399;SPC KS N     -    10,681.986   559,066.979   MT  1.00006233   +1 09 08.6
 JF1399;UTM  14      - 4,255,648.177   746,327.140   MT  1.00034731   +1 45 14.2
 JF1399
 JF1399                          SUPERSEDED SURVEY CONTROL
 JF1399
 JF1399  NAD 83(1986)-  38 24 54.53664(N)    096 10 43.13503(W) AD(       ) 4
 JF1399  NAD 27      -  38 24 54.51000(N)    096 10 42.17000(W) AD(       ) 3
 JF1399
 JF1399.Superseded values are not recommended for survey control.
 JF1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1399.See file dsdata.txt to determine how the superseded data were derived.
 JF1399
 JF1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4632755648(NAD 83)
 JF1399_MARKER: 63 = STACK
 JF1399
 JF1399  HISTORY     - Date     Condition        Report By
 JF1399  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1399
 JF1399                          STATION DESCRIPTION
 JF1399
 JF1399'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1408 ***********************************************************************
 JF1408  DESIGNATION -  EMPORIA MA TV MAST
 JF1408  PID         -  JF1408
 JF1408  STATE/COUNTY-  KS/LYON
 JF1408  USGS QUAD   -  EMPORIA (1979)
 JF1408
 JF1408                         *CURRENT SURVEY CONTROL
 JF1408  ___________________________________________________________________
 JF1408* NAD 83(1997)-  38 24 35.01070(N)    096 13 30.67673(W)     ADJUSTED  
 JF1408* NAVD 88     -                                                        
 JF1408  ___________________________________________________________________
 JF1408  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 JF1408  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 JF1408
 JF1408  HORZ ORDER  -  THIRD
 JF1408
 JF1408.The horizontal coordinates were established by classical geodetic methods
 JF1408.and adjusted by the National Geodetic Survey in October 1998..
 JF1408
 JF1408
 JF1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1408
 JF1408.The geoid height was determined by GEOID03.
 JF1408
 JF1408;                    North         East     Units Scale Factor Converg.
 JF1408;SPC KS S     -   595,881.042   598,660.444   MT  0.99997273   +1 23 52.6
 JF1408;UTM  14      - 4,254,922.997   742,281.209   MT  1.00032296   +1 43 29.2
 JF1408
 JF1408                          SUPERSEDED SURVEY CONTROL
 JF1408
 JF1408  NAD 83(1986)-  38 24 35.01841(N)    096 13 30.67888(W) AD(       ) 4
 JF1408  NAD 27      -  38 24 34.96988(N)    096 13 29.69165(W) AD(       ) 3
 JF1408
 JF1408.Superseded values are not recommended for survey control.
 JF1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1408.See file dsdata.txt to determine how the superseded data were derived.
 JF1408
 JF1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4228154923(NAD 83)
 JF1408_MARKER: 42 = RADIO/TV MAST
 JF1408
 JF1408  HISTORY     - Date     Condition        Report By
 JF1408  HISTORY     - 1974     FIRST OBSERVED   NGS
 JF1408
 JF1408                          STATION DESCRIPTION
 JF1408
 JF1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1408'EMPORIA, ARTS MA CABLE TELEVISION MAST IS A TRIANGULAR STEEL MAST,
 JF1408'300 FEET HIGH, PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND IS
 JF1408'OWNED AND OPERATED BY MR. ARTHUR CRABB.
 JF1408'
 JF1408'STATION IS THE LIGHT ATOP THE MAST AND IS LOCATED IN THE APPROXIMATE
 JF1408'CENTER OF MR. ARTHUR CRABBS TRAILER PARK AT 930 GRAPHIC ARTS ROAD.
 JF1408'
 JF1408'TO REACH THE STATION FROM THE JUNCTION OF THE KANSAS TURNPIKE AND
 JF1408'US HIGHWAY 50, WHICH IS ABOUT 1.5 MILES WEST OF EMPORIA, GO EAST
 JF1408'ALONG US HIGHWAY 50 FOR 0.7 MILE THENCE, GO SOUTH FOR 0.25 MILE TO
 JF1408'THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1386 ***********************************************************************
 JF1386  DESIGNATION -  EMPORIA MICROWAVE RELAY MAST
 JF1386  PID         -  JF1386
 JF1386  STATE/COUNTY-  KS/LYON
 JF1386  USGS QUAD   -  EMPORIA (1979)
 JF1386
 JF1386                         *CURRENT SURVEY CONTROL
 JF1386  ___________________________________________________________________
 JF1386* NAD 83(1997)-  38 24 48.50155(N)    096 14 09.37826(W)     ADJUSTED  
 JF1386* NAVD 88     -                                                        
 JF1386  ___________________________________________________________________
 JF1386  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 JF1386  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 JF1386
 JF1386  HORZ ORDER  -  THIRD
 JF1386
 JF1386.The horizontal coordinates were established by classical geodetic methods
 JF1386.and adjusted by the National Geodetic Survey in October 1998..
 JF1386
 JF1386
 JF1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1386
 JF1386.The geoid height was determined by GEOID03.
 JF1386
 JF1386;                    North         East     Units Scale Factor Converg.
 JF1386;SPC KS S     -   596,274.040   597,711.689   MT  0.99997329   +1 23 28.8
 JF1386;UTM  14      - 4,255,310.710   741,329.897   MT  1.00031729   +1 43 05.6
 JF1386
 JF1386                          SUPERSEDED SURVEY CONTROL
 JF1386
 JF1386  NAD 83(1986)-  38 24 48.50958(N)    096 14 09.38039(W) AD(       ) 4
 JF1386  NAD 27      -  38 24 48.46185(N)    096 14 08.39193(W) AD(       ) 3
 JF1386
 JF1386.Superseded values are not recommended for survey control.
 JF1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1386.See file dsdata.txt to determine how the superseded data were derived.
 JF1386
 JF1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4133055311(NAD 83)
 JF1386_MARKER: 44 = MICROWAVE MAST
 JF1386
 JF1386  HISTORY     - Date     Condition        Report By
 JF1386  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1386  HISTORY     - 1974     GOOD             NGS
 JF1386
 JF1386                          STATION DESCRIPTION
 JF1386
 JF1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1386'THE STATION IS LOCATED AT THE KANSAS TURNPIKE ENTRANCE, 1.55
 JF1386'MILES WEST OF THE MAIN INTERSECTION IN EMPORIA, ON THE NORTH SIDE
 JF1386'OF U.S. HIGHWAY 50.  THE POINT INTERSECTED WAS THE CENTER OF THE
 JF1386'TOP OF THE MAST.  THE MAST IS A UNIFORM CROSS-SECTION STEEL
 JF1386'STRUCTURE SUPPORTED BY GUY WIRES AND IS PAINTED IN ALTERNATE
 JF1386'SECTIONS OF ORANGE AND WHITE.  THERE ARE TWO LARGE ROUND
 JF1386'MICRO-WAVE REFLECTORS NEAR THE TOP AND A RED LIGHT ON THE TOP.
 JF1386'THE MAST IS 120 FEET HIGH AND IS OWNED AND OPERATED BY THE
 JF1386'KANSAS TURNPIKE AUTHORITY.
 JF1386'
 JF1386'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JF1386'STATE HIGHWAY 99 (6TH AVENUE AND COMMERCIAL STREET) IN EMPORIA,
 JF1386'GO WEST ON U.S. HIGHWAY 50 FOR 1.55 MILES TO THE ENTRANCE TO THE
 JF1386'TURNPIKE AND THE MAST ON THE RIGHT.
 JF1386
 JF1386                          STATION RECOVERY (1974)
 JF1386
 JF1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1386'EMPORIA, MICRO-WAVE RELAY STATION KAO 87 MAST WAS RECOVERED AS
 JF1386'DESCRIBED.
 JF1386'
 JF1386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILE WEST OF
 JF1386'EMPORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1409 ***********************************************************************
 JF1409  DESIGNATION -  EMPORIA MOBILFONE MAST
 JF1409  PID         -  JF1409
 JF1409  STATE/COUNTY-  KS/LYON
 JF1409  USGS QUAD   -  EMPORIA (1979)
 JF1409
 JF1409                         *CURRENT SURVEY CONTROL
 JF1409  ___________________________________________________________________
 JF1409* NAD 83(1997)-  38 24 34.23313(N)    096 14 10.49008(W)     ADJUSTED  
 JF1409* NAVD 88     -                                                        
 JF1409  ___________________________________________________________________
 JF1409  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 JF1409  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 JF1409
 JF1409  HORZ ORDER  -  THIRD
 JF1409
 JF1409.The horizontal coordinates were established by classical geodetic methods
 JF1409.and adjusted by the National Geodetic Survey in October 1998..
 JF1409
 JF1409
 JF1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1409
 JF1409.The geoid height was determined by GEOID03.
 JF1409
 JF1409;                    North         East     Units Scale Factor Converg.
 JF1409;SPC KS S     -   595,833.567   597,695.406   MT  0.99997270   +1 23 28.1
 JF1409;UTM  14      - 4,254,870.000   741,316.121   MT  1.00031721   +1 43 04.4
 JF1409
 JF1409                          SUPERSEDED SURVEY CONTROL
 JF1409
 JF1409  NAD 83(1986)-  38 24 34.24097(N)    096 14 10.49222(W) AD(       ) 4
 JF1409  NAD 27      -  38 24 34.19184(N)    096 14 09.50530(W) AD(       ) 3
 JF1409
 JF1409.Superseded values are not recommended for survey control.
 JF1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1409.See file dsdata.txt to determine how the superseded data were derived.
 JF1409
 JF1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4131654870(NAD 83)
 JF1409_MARKER: 41 = ANTENNA MAST
 JF1409
 JF1409  HISTORY     - Date     Condition        Report By
 JF1409  HISTORY     - 1974     FIRST OBSERVED   NGS
 JF1409
 JF1409                          STATION DESCRIPTION
 JF1409
 JF1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1409'EMPORIA, MOBILFONE MAST IS A TRIANGULAR STEEL MAST, 450 FEET HIGH,
 JF1409'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND IS OWNED AND
 JF1409'OPERATED BY MR. PHIL WOODBURRY.
 JF1409'
 JF1409'STATION IS THE LIGHT ATOP THE MAST AND IS LOCATED ABOUT 1.4 MILE WEST
 JF1409'OF EMPORIA ALONG THE SOUTH SIDE OF US HIGHWAY 50.
 JF1409'
 JF1409'TO REACH THE STATION FROM THE JUNCTION OF THE KANSAS TURNPIKE AND US
 JF1409'HIGHWAY 50, GO EAST ALONG US HIGHWAY 50 FOR 0.15 MILE TO THE STATION
 JF1409'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1389 ***********************************************************************
 JF1389  DESIGNATION -  EMPORIA MUNICIPAL TANK
 JF1389  PID         -  JF1389
 JF1389  STATE/COUNTY-  KS/LYON
 JF1389  USGS QUAD   -  EMPORIA (1979)
 JF1389
 JF1389                         *CURRENT SURVEY CONTROL
 JF1389  ___________________________________________________________________
 JF1389* NAD 83(1997)-  38 24 56.77767(N)    096 11 37.31820(W)     ADJUSTED  
 JF1389* NAVD 88     -                                                        
 JF1389  ___________________________________________________________________
 JF1389  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 JF1389  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF1389
 JF1389  HORZ ORDER  -  THIRD
 JF1389
 JF1389.The horizontal coordinates were established by classical geodetic methods
 JF1389.and adjusted by the National Geodetic Survey in October 1998..
 JF1389
 JF1389
 JF1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1389
 JF1389.The geoid height was determined by GEOID03.
 JF1389
 JF1389;                    North         East     Units Scale Factor Converg.
 JF1389;SPC KS S     -   596,619.551   601,393.192   MT  0.99997364   +1 25 02.2
 JF1389;UTM  14      - 4,255,677.364   745,010.672   MT  1.00033934   +1 44 40.6
 JF1389
 JF1389                          SUPERSEDED SURVEY CONTROL
 JF1389
 JF1389  NAD 83(1986)-  38 24 56.78539(N)    096 11 37.32022(W) AD(       ) 4
 JF1389  NAD 27      -  38 24 56.73595(N)    096 11 36.33438(W) AD(       ) 3
 JF1389
 JF1389.Superseded values are not recommended for survey control.
 JF1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1389.See file dsdata.txt to determine how the superseded data were derived.
 JF1389
 JF1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4501155677(NAD 83)
 JF1389_MARKER: 53 = ELEVATED TANK
 JF1389
 JF1389  HISTORY     - Date     Condition        Report By
 JF1389  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1389  HISTORY     - 1974     GOOD             NGS
 JF1389
 JF1389                          STATION DESCRIPTION
 JF1389
 JF1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1389'THE STATION IS THE FINIAL ON THE APEX OF THE MUNICIPAL WATER
 JF1389'TANK OF EMPORIA.  IT IS LOCATED IN THE NORTHWEST SECTION, ON THE
 JF1389'SOUTH SIDE OF W 15TH AVENUE AT THE INTERSECTION OF DOVER ROAD.
 JF1389'IT IS AN ALL STEEL STRUCTURE SUPPORTED BY FOUR LEGS.  THE OVERALL
 JF1389'HEIGHT OF THE STRUCTURE IS ABOUT 120 FEET.  THE ENTIRE STRUCTURE
 JF1389'IS PAINTED ALUMINUM.
 JF1389
 JF1389                          STATION RECOVERY (1974)
 JF1389
 JF1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1389'EMPORIA, MUNICIPAL WATER TANK WAS RECOVERED AS DESCRIBED.
 JF1389'
 JF1389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EMPORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1398 ***********************************************************************
 JF1398  DESIGNATION -  EMPORIA NEWMAN HOSP PWR STACK
 JF1398  PID         -  JF1398
 JF1398  STATE/COUNTY-  KS/LYON
 JF1398  USGS QUAD   -  EMPORIA (1979)
 JF1398
 JF1398                         *CURRENT SURVEY CONTROL
 JF1398  ___________________________________________________________________
 JF1398* NAD 83(1997)-  38 24 40.67033(N)    096 11 44.65582(W)     ADJUSTED  
 JF1398* NAVD 88     -                                                        
 JF1398  ___________________________________________________________________
 JF1398  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 JF1398  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF1398
 JF1398  HORZ ORDER  -  THIRD
 JF1398
 JF1398.The horizontal coordinates were established by classical geodetic methods
 JF1398.and adjusted by the National Geodetic Survey in October 1998..
 JF1398
 JF1398
 JF1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1398
 JF1398.The geoid height was determined by GEOID03.
 JF1398
 JF1398;                    North         East     Units Scale Factor Converg.
 JF1398;SPC KS S     -   596,118.653   601,227.517   MT  0.99997296   +1 24 57.7
 JF1398;UTM  14      - 4,255,175.344   744,847.801   MT  1.00033836   +1 44 35.4
 JF1398
 JF1398                          SUPERSEDED SURVEY CONTROL
 JF1398
 JF1398  NAD 83(1986)-  38 24 40.67812(N)    096 11 44.65747(W) AD(       ) 4
 JF1398  NAD 27      -  38 24 40.63009(N)    096 11 43.67350(W) AD(       ) 3
 JF1398
 JF1398.Superseded values are not recommended for survey control.
 JF1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1398.See file dsdata.txt to determine how the superseded data were derived.
 JF1398
 JF1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4484855175(NAD 83)
 JF1398_MARKER: 63 = STACK
 JF1398
 JF1398  HISTORY     - Date     Condition        Report By
 JF1398  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1398
 JF1398                          STATION DESCRIPTION
 JF1398
 JF1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1398'THE STATION IS THE CENTER OF THE TOP OF THE NEWMAN MEMORIAL
 JF1398'HOSPITAL POWER PLANT STACK.  IT IS LOCATED IN THE NORTHWEST
 JF1398'SECTION OF EMPORIA ON THE HOSPITAL GROUNDS, ON THE SOUTH SIDE OF
 JF1398'W. 12TH AVENUE BETWEEN OAK AND ELM STREETS.  IT IS A BRICK
 JF1398'STRUCTURE 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1382 ***********************************************************************
 JF1382  DESIGNATION -  EMPORIA RADIO STA KVOE MAST
 JF1382  PID         -  JF1382
 JF1382  STATE/COUNTY-  KS/LYON
 JF1382  USGS QUAD   -  EMPORIA (1979)
 JF1382
 JF1382                         *CURRENT SURVEY CONTROL
 JF1382  ___________________________________________________________________
 JF1382* NAD 83(1997)-  38 23 09.19315(N)    096 10 35.30061(W)     ADJUSTED  
 JF1382* NAVD 88     -                                                        
 JF1382  ___________________________________________________________________
 JF1382  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 JF1382  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 JF1382
 JF1382  HORZ ORDER  -  THIRD
 JF1382
 JF1382.The horizontal coordinates were established by classical geodetic methods
 JF1382.and adjusted by the National Geodetic Survey in October 1998..
 JF1382
 JF1382
 JF1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1382
 JF1382.The geoid height was determined by GEOID03.
 JF1382
 JF1382;                    North         East     Units Scale Factor Converg.
 JF1382;SPC KS S     -   593,340.716   602,979.865   MT  0.99996924   +1 25 40.3
 JF1382;UTM  14      - 4,252,406.412   746,616.620   MT  1.00034907   +1 45 15.0
 JF1382
 JF1382                          SUPERSEDED SURVEY CONTROL
 JF1382
 JF1382  NAD 83(1986)-  38 23 09.20081(N)    096 10 35.30303(W) AD(       ) 4
 JF1382  NAD 27      -  38 23 09.14791(N)    096 10 34.32028(W) AD(       ) 3
 JF1382
 JF1382.Superseded values are not recommended for survey control.
 JF1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1382.See file dsdata.txt to determine how the superseded data were derived.
 JF1382
 JF1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4661752406(NAD 83)
 JF1382_MARKER: 42 = RADIO/TV MAST
 JF1382
 JF1382  HISTORY     - Date     Condition        Report By
 JF1382  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1382  HISTORY     - 1974     GOOD             NGS
 JF1382
 JF1382                          STATION DESCRIPTION
 JF1382
 JF1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1382'THE POINT INTERSECTED WAS THE CENTER OF THE ANTENNA ON THE TOP OF
 JF1382'THE LYON COUNTY BROADCASTING CO. INC. MAST.  IT IS LOCATED AT THE
 JF1382'BROADCASTING COMPANY TRANSMITTING BUILDING, 0.2 MILE EAST OF
 JF1382'STATE HIGHWAY 99 AND 57 AT THE SOUTH EDGE OF THE CITY LIMITS OF
 JF1382'EMPORIA.
 JF1382'
 JF1382'THE MAST IS OF TUBULAR STEEL CONSTRUCTION, PAINTED IN ALTERNATE
 JF1382'SECTIONS OF RED AND WHITE, HAS TWO FLASHING RED LIGHTS ATTACHED
 JF1382'AT THE TOP AND IS SUPPORTED BY GUY WIRES.  IT IS 170 FEET HIGH,
 JF1382'OVERALL HEIGHT OF MAST AND ANTENNA IS 185 FEET.
 JF1382
 JF1382                          STATION RECOVERY (1974)
 JF1382
 JF1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1382'EMPORIA, RADIO STATION KVOE MAST WAS RECOVERED AS DESCRIBED.
 JF1382'
 JF1382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EMPORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1393 ***********************************************************************
 JF1393  DESIGNATION -  EMPORIA RADIO STA KAA 433 MAST
 JF1393  PID         -  JF1393
 JF1393  STATE/COUNTY-  KS/LYON
 JF1393  USGS QUAD   -  EMPORIA (1979)
 JF1393
 JF1393                         *CURRENT SURVEY CONTROL
 JF1393  ___________________________________________________________________
 JF1393* NAD 83(1997)-  38 24 15.42821(N)    096 10 44.56224(W)     ADJUSTED  
 JF1393* NAVD 88     -                                                        
 JF1393  ___________________________________________________________________
 JF1393  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 JF1393  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JF1393
 JF1393  HORZ ORDER  -  THIRD
 JF1393
 JF1393.The horizontal coordinates were established by classical geodetic methods
 JF1393.and adjusted by the National Geodetic Survey in October 1998..
 JF1393
 JF1393
 JF1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1393
 JF1393.The geoid height was determined by GEOID03.
 JF1393
 JF1393;                    North         East     Units Scale Factor Converg.
 JF1393;SPC KS S     -   595,376.746   602,704.333   MT  0.99997192   +1 25 34.7
 JF1393;UTM  14      - 4,254,441.607   746,329.377   MT  1.00034733   +1 45 11.8
 JF1393
 JF1393                          SUPERSEDED SURVEY CONTROL
 JF1393
 JF1393  NAD 83(1986)-  38 24 15.43591(N)    096 10 44.56461(W) AD(       ) 4
 JF1393  NAD 27      -  38 24 15.38653(N)    096 10 43.58219(W) AD(       ) 3
 JF1393
 JF1393.Superseded values are not recommended for survey control.
 JF1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1393.See file dsdata.txt to determine how the superseded data were derived.
 JF1393
 JF1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4632954442(NAD 83)
 JF1393_MARKER: 42 = RADIO/TV MAST
 JF1393
 JF1393  HISTORY     - Date     Condition        Report By
 JF1393  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1393
 JF1393                          STATION DESCRIPTION
 JF1393
 JF1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1393'THE STATION IS THE CENTER OF THE TOP OF THE EMPORIA, CITY POLICE
 JF1393'DEPARTMENT MAST, LOCATED ON THE WEST SIDE OF MECHINAC STREET
 JF1393'BETWEEN 5 TH AVE. AND 6 TH AVE. IN EMPORIA.
 JF1393'
 JF1393'IT IS A 3 LEGGED, SELF SUPPORTING STEEL STRUCTURE 100 FEET HIGH
 JF1393'WITH A 20 FOOT ANTENNA AT THE TOP.  THE ENTIRE HEIGHT IS 120
 JF1393'FEET.  THE STEEL TOWER IS PAINTED IN ALTERNATE SECTIONS OF RED
 JF1393'AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1401 ***********************************************************************
 JF1401  DESIGNATION -  EMPORIA RADIO STA KSTE FM MAST
 JF1401  PID         -  JF1401
 JF1401  STATE/COUNTY-  KS/LYON
 JF1401  USGS QUAD   -  EMPORIA (1979)
 JF1401
 JF1401                         *CURRENT SURVEY CONTROL
 JF1401  ___________________________________________________________________
 JF1401* NAD 83(1997)-  38 24 50.53975(N)    096 10 48.68531(W)     ADJUSTED  
 JF1401* NAVD 88     -                                                        
 JF1401  ___________________________________________________________________
 JF1401  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 JF1401  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JF1401
 JF1401  HORZ ORDER  -  THIRD
 JF1401
 JF1401.The horizontal coordinates were established by classical geodetic methods
 JF1401.and adjusted by the National Geodetic Survey in October 1998..
 JF1401
 JF1401
 JF1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1401
 JF1401.The geoid height was determined by GEOID03.
 JF1401
 JF1401;                    North         East     Units Scale Factor Converg.
 JF1401;SPC KS S     -   596,456.539   602,577.393   MT  0.99997338   +1 25 32.1
 JF1401;UTM  14      - 4,255,521.061   746,196.223   MT  1.00034652   +1 45 10.6
 JF1401
 JF1401                          SUPERSEDED SURVEY CONTROL
 JF1401
 JF1401  NAD 83(1986)-  38 24 50.54744(N)    096 10 48.68745(W) AD(       ) 4
 JF1401  NAD 27      -  38 24 50.49962(N)    096 10 47.70332(W) AD(       ) 3
 JF1401
 JF1401.Superseded values are not recommended for survey control.
 JF1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1401.See file dsdata.txt to determine how the superseded data were derived.
 JF1401
 JF1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4619655521(NAD 83)
 JF1401_MARKER: 42 = RADIO/TV MAST
 JF1401
 JF1401  HISTORY     - Date     Condition        Report By
 JF1401  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1401
 JF1401                          STATION DESCRIPTION
 JF1401
 JF1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1401'THE STATION IS THE CENTER OF THE TOP OF THE KANSAS STATE
 JF1401'TEACHERS COLLEGE RADIO MAST, LOCATED ON THE TOP OF THE COLLEGE
 JF1401'ADMINISTRATION BUILDING AT 12TH. AND COMMERCIAL STREETS IN THE
 JF1401'NORTH SECTION OF EMPORIA.
 JF1401'
 JF1401'IT IS A UNIFORM CROSS-SECTION STEEL TOWER, SUPPORTED BY GUY WIRES
 JF1401'AND PAINTED SILVER.  THE BUILDING IS 80 FEET HIGH, THE TOWER IS
 JF1401'36 FEET HIGH AND AN 11 FOOT ANTENNA EXTENDS ABOVE THE TOWER.  THE
 JF1401'OVERALL HEIGHT IS 127 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1381 ***********************************************************************
 JF1381  DESIGNATION -  EMPORIA SACRED HEART CATH CH
 JF1381  PID         -  JF1381
 JF1381  STATE/COUNTY-  KS/LYON
 JF1381  USGS QUAD   -  EMPORIA (1979)
 JF1381
 JF1381                         *CURRENT SURVEY CONTROL
 JF1381  ___________________________________________________________________
 JF1381* NAD 83(1997)-  38 23 56.67006(N)    096 10 29.39937(W)     ADJUSTED  
 JF1381* NAVD 88     -                                                        
 JF1381  ___________________________________________________________________
 JF1381  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 JF1381  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 JF1381
 JF1381  HORZ ORDER  -  THIRD
 JF1381
 JF1381.The horizontal coordinates were established by classical geodetic methods
 JF1381.and adjusted by the National Geodetic Survey in October 1998..
 JF1381
 JF1381
 JF1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1381
 JF1381.The geoid height was determined by GEOID03.
 JF1381
 JF1381;                    North         East     Units Scale Factor Converg.
 JF1381;SPC KS S     -   594,807.710   603,086.533   MT  0.99997115   +1 25 44.0
 JF1381;UTM  14      - 4,253,874.547   746,714.962   MT  1.00034967   +1 45 20.5
 JF1381
 JF1381                          SUPERSEDED SURVEY CONTROL
 JF1381
 JF1381  NAD 83(1986)-  38 23 56.67789(N)    096 10 29.40177(W) AD(       ) 4
 JF1381  NAD 27      -  38 23 56.62842(N)    096 10 28.41910(W) AD(       ) 3
 JF1381
 JF1381.Superseded values are not recommended for survey control.
 JF1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1381.See file dsdata.txt to determine how the superseded data were derived.
 JF1381
 JF1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4671553875(NAD 83)
 JF1381_MARKER: 90 = CHURCH SPIRE
 JF1381
 JF1381  HISTORY     - Date     Condition        Report By
 JF1381  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1381  HISTORY     - 1974     GOOD             NGS
 JF1381
 JF1381                          STATION DESCRIPTION
 JF1381
 JF1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1381'THE POINT LOCATED WAS THE BASE OF THE CROSS AT THE APEX OF THE
 JF1381'SPIRE OF THE SACRED HEART CHURCH, LOCATED AT THE INTERSECTION OF
 JF1381'EXCHANGE STREET AND EAST FIRST AVENUE IN THE SOUTHEAST SECTION OF
 JF1381'EMPORIA.
 JF1381'
 JF1381'THE CROSS IS PAINTED GOLD, THE SPIRE IS COVERED WITH WHITE
 JF1381'SHINGLES AND IS ON THE TOP OF THE SOUTHWEST CORNER OF THE RED
 JF1381'BRICK CHURCH.  THE ENTIRE HEIGHT IS ABOUT 110 FEET.
 JF1381
 JF1381                          STATION RECOVERY (1974)
 JF1381
 JF1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1381'EMPORIA, SACRED HEART CATHOLIC CHURCH SPIRE WAS RECOVERED AS
 JF1381'DESCRIBED.
 JF1381'
 JF1381'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EMPORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1390 ***********************************************************************
 JF1390  DESIGNATION -  EMPORIA SANTA FE RR CEN STACK
 JF1390  PID         -  JF1390
 JF1390  STATE/COUNTY-  KS/LYON
 JF1390  USGS QUAD   -  EMPORIA (1979)
 JF1390
 JF1390                         *CURRENT SURVEY CONTROL
 JF1390  ___________________________________________________________________
 JF1390* NAD 83(1997)-  38 23 55.08835(N)    096 11 40.27769(W)     ADJUSTED  
 JF1390* NAVD 88     -                                                        
 JF1390  ___________________________________________________________________
 JF1390  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 JF1390  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF1390
 JF1390  HORZ ORDER  -  THIRD
 JF1390
 JF1390.The horizontal coordinates were established by classical geodetic methods
 JF1390.and adjusted by the National Geodetic Survey in October 1998..
 JF1390
 JF1390
 JF1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1390
 JF1390.The geoid height was determined by GEOID03.
 JF1390
 JF1390;                    North         East     Units Scale Factor Converg.
 JF1390;SPC KS S     -   594,716.251   601,368.449   MT  0.99997109   +1 25 00.4
 JF1390;UTM  14      - 4,253,773.255   744,996.787   MT  1.00033926   +1 44 36.4
 JF1390
 JF1390                          SUPERSEDED SURVEY CONTROL
 JF1390
 JF1390  NAD 83(1986)-  38 23 55.09615(N)    096 11 40.28000(W) AD(       ) 4
 JF1390  NAD 27      -  38 23 55.04609(N)    096 11 39.29670(W) AD(       ) 3
 JF1390
 JF1390.Superseded values are not recommended for survey control.
 JF1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1390.See file dsdata.txt to determine how the superseded data were derived.
 JF1390
 JF1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4499753773(NAD 83)
 JF1390_MARKER: 63 = STACK
 JF1390
 JF1390  HISTORY     - Date     Condition        Report By
 JF1390  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1390
 JF1390                          STATION DESCRIPTION
 JF1390
 JF1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1390'THE STATION IS THE TOP OF THE CENTER STACK OF THREE STACKS OF THE
 JF1390'SANTA FE RAILROAD POWER PLANT, EMPORIA TERMINAL.  IT IS LOCATED
 JF1390'IN THE SOUTHWEST SECTION OF EMPORIA, ON THE NORTH SIDE OF W. SOUTH
 JF1390'STREET.  THE STACKS ARE ON THE TOP OF THE POWER PLANT AND ARE
 JF1390'IN LINE IN AN EAST-WEST DIRECTION.  THE STACKS ARE OF STEEL
 JF1390'CONSTRUCTION, ARE PAINTED ALUMINUM, AND THE TOP 10 FEET ARE
 JF1390'PAINTED BLACK.  THE STACKS ARE ABOUT 100 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1380 ***********************************************************************
 JF1380  DESIGNATION -  EMPORIA SANTA FE STOCKYDS ELEV
 JF1380  PID         -  JF1380
 JF1380  STATE/COUNTY-  KS/LYON
 JF1380  USGS QUAD   -  EMPORIA (1979)
 JF1380
 JF1380                         *CURRENT SURVEY CONTROL
 JF1380  ___________________________________________________________________
 JF1380* NAD 83(1997)-  38 23 54.69682(N)    096 12 49.41493(W)     ADJUSTED  
 JF1380* NAVD 88     -                                                        
 JF1380  ___________________________________________________________________
 JF1380  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 JF1380  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 JF1380
 JF1380  HORZ ORDER  -  THIRD
 JF1380
 JF1380.The horizontal coordinates were established by classical geodetic methods
 JF1380.and adjusted by the National Geodetic Survey in October 1998..
 JF1380
 JF1380
 JF1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1380
 JF1380.The geoid height was determined by GEOID03.
 JF1380
 JF1380;                    North         East     Units Scale Factor Converg.
 JF1380;SPC KS S     -   594,662.877   599,691.670   MT  0.99997107   +1 24 17.9
 JF1380;UTM  14      - 4,253,710.301   743,319.731   MT  1.00032918   +1 43 53.3
 JF1380
 JF1380                          SUPERSEDED SURVEY CONTROL
 JF1380
 JF1380  NAD 83(1986)-  38 23 54.70480(N)    096 12 49.41698(W) AD(       ) 4
 JF1380  NAD 27      -  38 23 54.69705(N)    096 12 48.33945(W) AD(       ) 3
 JF1380
 JF1380.Superseded values are not recommended for survey control.
 JF1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1380.See file dsdata.txt to determine how the superseded data were derived.
 JF1380
 JF1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4332053710(NAD 83)
 JF1380_MARKER: 65 = GRAIN ELEVATOR
 JF1380
 JF1380  HISTORY     - Date     Condition        Report By
 JF1380  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1380
 JF1380                          STATION DESCRIPTION
 JF1380
 JF1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1380'THE STATION IS THE CENTER OF THE TOP OF THE SANTA FE RAILROAD
 JF1380'STOCKYARDS GRAIN ELEVATOR.  IT IS LOCATED ABOUT 2 MILES SOUTHWEST
 JF1380'OF THE CENTER OF EMPORIA, ON THE NORTH SIDE OF W. SOUTH AVENUE
 JF1380'AND ON THE SOUTH SIDE OF THE SANTA FE STOCKYARDS.  IT IS A
 JF1380'CONCRETE ELEVATOR ON THE TOP OF THE EAST END OF A DOUBLE ROW OF
 JF1380'CONCRETE GRAIN TANKS.  THE ENTIRE STRUCTURE IS PAINTED ALUMINUM
 JF1380'WITH BLACK LETTERING SANTA FE FEED YARD ON THE NORTH SIDE OF
 JF1380'THE ELEVATOR.  THE OVERALL HEIGHT OF THE STRUCTURE IS 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1384 ***********************************************************************
 JF1384  DESIGNATION -  EMPORIA ST MARYS HOSPITAL STK
 JF1384  PID         -  JF1384
 JF1384  STATE/COUNTY-  KS/LYON
 JF1384  USGS QUAD   -  EMPORIA (1979)
 JF1384
 JF1384                         *CURRENT SURVEY CONTROL
 JF1384  ___________________________________________________________________
 JF1384* NAD 83(1997)-  38 25 00.90070(N)    096 11 07.51262(W)     ADJUSTED  
 JF1384* NAVD 88     -                                                        
 JF1384  ___________________________________________________________________
 JF1384  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 JF1384  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JF1384
 JF1384  HORZ ORDER  -  THIRD
 JF1384
 JF1384.The horizontal coordinates were established by classical geodetic methods
 JF1384.and adjusted by the National Geodetic Survey in October 1998..
 JF1384
 JF1384
 JF1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1384
 JF1384.The geoid height was determined by GEOID03.
 JF1384
 JF1384;                    North         East     Units Scale Factor Converg.
 JF1384;SPC KS S     -   596,764.557   602,112.864   MT  0.99997381   +1 25 20.5
 JF1384;UTM  14      - 4,255,826.533   745,729.768   MT  1.00034369   +1 44 59.3
 JF1384
 JF1384                          SUPERSEDED SURVEY CONTROL
 JF1384
 JF1384  NAD 83(1986)-  38 25 00.90871(N)    096 11 07.51549(W) AD(       ) 4
 JF1384  NAD 27      -  38 25 00.89395(N)    096 11 06.60902(W) AD(       ) 3
 JF1384
 JF1384.Superseded values are not recommended for survey control.
 JF1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1384.See file dsdata.txt to determine how the superseded data were derived.
 JF1384
 JF1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4573055827(NAD 83)
 JF1384_MARKER: 63 = STACK
 JF1384
 JF1384  HISTORY     - Date     Condition        Report By
 JF1384  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1384
 JF1384                          STATION DESCRIPTION
 JF1384
 JF1384'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1394 ***********************************************************************
 JF1394  DESIGNATION -  EMPORIA STATE
 JF1394  PID         -  JF1394
 JF1394  STATE/COUNTY-  KS/LYON
 JF1394  USGS QUAD   -  EMPORIA (1979)
 JF1394
 JF1394                         *CURRENT SURVEY CONTROL
 JF1394  ___________________________________________________________________
 JF1394* NAD 83(1997)-  38 24 44.65989(N)    096 10 50.84706(W)     ADJUSTED  
 JF1394* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 JF1394  ___________________________________________________________________
 JF1394  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 JF1394  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 JF1394
 JF1394  HORZ ORDER  -  FIRST
 JF1394
 JF1394.The horizontal coordinates were established by classical geodetic methods
 JF1394.and adjusted by the National Geodetic Survey in October 1998..
 JF1394
 JF1394.The orthometric height was scaled from a topographic map.
 JF1394
 JF1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1394
 JF1394.The geoid height was determined by GEOID03.
 JF1394
 JF1394;                    North         East     Units Scale Factor Converg.
 JF1394;SPC KS S     -   596,273.992   602,529.476   MT  0.99997313   +1 25 30.8
 JF1394;UTM  14      - 4,255,338.176   746,149.332   MT  1.00034623   +1 45 09.0
 JF1394
 JF1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1394!SPC KS S     -   0.99994783  x   0.99997313  =   0.99992096
 JF1394!UTM  14      -   0.99994783  x   1.00034623  =   1.00029404
 JF1394
 JF1394|---------------------------------------------------------------------|
 JF1394| PID    Reference Object                     Distance      Geod. Az  |
 JF1394|                                                           dddmmss.s |
 JF1394| CL5163 EMPORIA STATE RM 1                   28.234 METERS 02545     |
 JF1394| JF1403 EMPORIA TEICHGRAEBER CO MILL        APPROX. 1.7 KM 2245744.0 |
 JF1394| JF1392 EMPORIA TEICHGRAEBER MILL ELEV      APPROX. 1.7 KM 2265321.9 |
 JF1394| JF1380 EMPORIA SANTA FE STOCKYDS ELEV      APPROX. 3.3 KM 2415025.2 |
 JF1394| CL5162 EMPORIA STATE AZ MK                                2652005.6 |
 JF1394| CL5164 EMPORIA STATE RM 2                   26.817 METERS 28628     |
 JF1394|---------------------------------------------------------------------|
 JF1394
 JF1394                          SUPERSEDED SURVEY CONTROL
 JF1394
 JF1394  NAD 83(1986)-  38 24 44.66751(N)    096 10 50.84952(W) AD(       ) 1
 JF1394  NAD 27      -  38 24 44.61938(N)    096 10 49.86666(W) AD(       ) 1
 JF1394
 JF1394.Superseded values are not recommended for survey control.
 JF1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1394.See file dsdata.txt to determine how the superseded data were derived.
 JF1394
 JF1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4614955338(NAD 83)
 JF1394_MARKER: DS = TRIANGULATION STATION DISK
 JF1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1394
 JF1394  HISTORY     - Date     Condition        Report By
 JF1394  HISTORY     - 1956     MONUMENTED       CGS
 JF1394  HISTORY     - 1968     GOOD             CGS
 JF1394
 JF1394                          STATION DESCRIPTION
 JF1394
 JF1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1394'THE STATION IS LOCATED IN THE NORTH SECTION OF EMPORIA, ON THE
 JF1394'GROUNDS OF THE STATE TEACHERS COLLEGE.  IT IS 120 FEET EAST OF
 JF1394'THE CENTERLINE OF THE DRIVEWAY INTO THE COLLEGE, 53 FEET NORTH
 JF1394'OF THE CENTERLINE OF 12TH AVENUE, 30 FEET NORTHWEST OF A 15 INCH
 JF1394'PINE TREE AND 9.5 FEET NORTH OF A HEDGE ROW.  THE MARK IS FLUSH
 JF1394'AND THE DISK IS STAMPED EMPORIA STATE 1956.
 JF1394'
 JF1394'REFERENCE MARK 1 IS 23 FEET SOUTHWEST OF THE CENTER OF THE
 JF1394'SIDEWALK AND 11 FEET WEST OF A 15 INCH ELM TREE.  THE MARK IS
 JF1394'FLUSH AND THE DISK IS STAMPED EMPORIA STATE NO 1 1956.
 JF1394'
 JF1394'REFERENCE MARK 2 IS 78 FEET NORTH OF THE CENTERLINE OF 12TH
 JF1394'AVENUE AND 35 FEET EAST OF THE CENTERLINE OF DRIVEWAY INTO
 JF1394'COLLEGE.  THE MARK IS FLUSH AND THE DISK IS STAMPED EMPORIA
 JF1394'STATE NO 2 1956.
 JF1394'
 JF1394'THE AZIMUTH MARK IS SET IN THE SOUTHWEST ANGLE OF W. 12TH
 JF1394'AVENUE AND CONGRESS STREET, 32 FEET SOUTH OF THE CENTERLINE OF
 JF1394'W. 12TH AVENUE, 28 FEET WEST OF THE CENTERLINE OF CONGRESS
 JF1394'STREET, 8.5 FEET WEST OF A LIGHT POLE AND 3 FEET SOUTHWEST OF THE
 JF1394'STREET SIGN POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JF1394'EMPORIA STATE 1956.
 JF1394'
 JF1394'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON W. 12TH
 JF1394'AVENUE FOR 0.2 MILE TO CONGRESS STREET AND AZIMUTH MARK IN
 JF1394'SOUTHWEST ANGLE AS DESCRIBED.
 JF1394'
 JF1394'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JF1394
 JF1394                          STATION RECOVERY (1968)
 JF1394
 JF1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1394'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1394'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JF1394'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1394'FOR RECOVERY.
 JF1394'
 JF1394'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT EMPORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1392 ***********************************************************************
 JF1392  DESIGNATION -  EMPORIA TEICHGRAEBER MILL ELEV
 JF1392  PID         -  JF1392
 JF1392  STATE/COUNTY-  KS/LYON
 JF1392  USGS QUAD   -  EMPORIA (1979)
 JF1392
 JF1392                         *CURRENT SURVEY CONTROL
 JF1392  ___________________________________________________________________
 JF1392* NAD 83(1997)-  38 24 06.27052(N)    096 11 42.95565(W)     ADJUSTED  
 JF1392* NAVD 88     -                                                        
 JF1392  ___________________________________________________________________
 JF1392  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 JF1392  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF1392
 JF1392  HORZ ORDER  -  THIRD
 JF1392
 JF1392.The horizontal coordinates were established by classical geodetic methods
 JF1392.and adjusted by the National Geodetic Survey in October 1998..
 JF1392
 JF1392
 JF1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1392
 JF1392.The geoid height was determined by GEOID03.
 JF1392
 JF1392;                    North         East     Units Scale Factor Converg.
 JF1392;SPC KS S     -   595,059.325   601,294.967   MT  0.99997154   +1 24 58.8
 JF1392;UTM  14      - 4,254,116.031   744,921.322   MT  1.00033881   +1 44 35.1
 JF1392
 JF1392                          SUPERSEDED SURVEY CONTROL
 JF1392
 JF1392  NAD 83(1986)-  38 24 06.27845(N)    096 11 42.95772(W) AD(       ) 4
 JF1392  NAD 27      -  38 24 06.22873(N)    096 11 41.97262(W) AD(       ) 3
 JF1392
 JF1392.Superseded values are not recommended for survey control.
 JF1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1392.See file dsdata.txt to determine how the superseded data were derived.
 JF1392
 JF1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4492154116(NAD 83)
 JF1392_MARKER: 65 = GRAIN ELEVATOR
 JF1392
 JF1392  HISTORY     - Date     Condition        Report By
 JF1392  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1392
 JF1392                          STATION DESCRIPTION
 JF1392
 JF1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1392'THE STATION IS THE CENTER OF THE TOP OF THE TEICHGRAEBER
 JF1392'MILLING COMPANY GRAIN ELEVATOR.  IT IS LOCATED IN THE WEST
 JF1392'SECTION OF EMPORIA AT THE SOUTH END OF OAK STREET AND ON THE
 JF1392'MILLING COMPANY GROUNDS.  THE GRAIN ELEVATOR IS ON THE TOP OF THE
 JF1392'EAST END OF A DOUBLE ROW OF CONCRETE GRAIN TANKS.  THE OVERALL
 JF1392'HEIGHT OF THE ENTIRE STRUCTURE IS ABOUT 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1403 ***********************************************************************
 JF1403  DESIGNATION -  EMPORIA TEICHGRAEBER CO MILL
 JF1403  PID         -  JF1403
 JF1403  STATE/COUNTY-  KS/LYON
 JF1403  USGS QUAD   -  EMPORIA (1979)
 JF1403
 JF1403                         *CURRENT SURVEY CONTROL
 JF1403  ___________________________________________________________________
 JF1403* NAD 83(1997)-  38 24 06.05353(N)    096 11 39.83897(W)     ADJUSTED  
 JF1403* NAVD 88     -                                                        
 JF1403  ___________________________________________________________________
 JF1403  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 JF1403  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF1403
 JF1403  HORZ ORDER  -  THIRD
 JF1403
 JF1403.The horizontal coordinates were established by classical geodetic methods
 JF1403.and adjusted by the National Geodetic Survey in October 1998..
 JF1403
 JF1403
 JF1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1403
 JF1403.The geoid height was determined by GEOID03.
 JF1403
 JF1403;                    North         East     Units Scale Factor Converg.
 JF1403;SPC KS S     -   595,054.506   601,370.731   MT  0.99997153   +1 25 00.7
 JF1403;UTM  14      - 4,254,111.642   744,997.140   MT  1.00033926   +1 44 37.0
 JF1403
 JF1403                          SUPERSEDED SURVEY CONTROL
 JF1403
 JF1403  NAD 83(1986)-  38 24 06.06138(N)    096 11 39.84117(W) AD(       ) 4
 JF1403  NAD 27      -  38 24 06.01204(N)    096 11 38.85693(W) AD(       ) 3
 JF1403
 JF1403.Superseded values are not recommended for survey control.
 JF1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1403.See file dsdata.txt to determine how the superseded data were derived.
 JF1403
 JF1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4499754112(NAD 83)
 JF1403
 JF1403  HISTORY     - Date     Condition        Report By
 JF1403  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1403
 JF1403                          STATION DESCRIPTION
 JF1403
 JF1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1403'THE STATION IS THE CENTER OF THE TOP OF THE TEICHGRAEBER MILLING
 JF1403'COMPANY GRAIN MILL.  IT IS LOCATED IN THE WEST SECTION OF
 JF1403'EMPORIA AT THE SOUTH END OF OAK STREET AND ON THE MILLING
 JF1403'COMPANY GROUNDS.  IT IS A LARGE SQUARE CONCRETE STRUCTURE ABOUT
 JF1403'120 FEET HIGH, WITH A FLAG POLE ON THE TOP OF THE BUILDING AND
 JF1403'A RED LIGHT ON THE TOP OF THE FLAG POLE.
 JF1403'
 JF1403'THIS BUILDING IS JUST EAST OF THE GRAIN ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1387 ***********************************************************************
 JF1387  DESIGNATION -  EMPORIA W MUNICIPAL STANDPIPE
 JF1387  PID         -  JF1387
 JF1387  STATE/COUNTY-  KS/LYON
 JF1387  USGS QUAD   -  EMPORIA (1979)
 JF1387
 JF1387                         *CURRENT SURVEY CONTROL
 JF1387  ___________________________________________________________________
 JF1387* NAD 83(1997)-  38 25 40.25512(N)    096 13 05.82640(W)     ADJUSTED  
 JF1387* NAVD 88     -                                                        
 JF1387  ___________________________________________________________________
 JF1387  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 JF1387  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 JF1387
 JF1387  HORZ ORDER  -  THIRD
 JF1387
 JF1387.The horizontal coordinates were established by classical geodetic methods
 JF1387.and adjusted by the National Geodetic Survey in October 1998..
 JF1387
 JF1387
 JF1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1387
 JF1387.The geoid height was determined by GEOID03.
 JF1387
 JF1387;                    North         East     Units Scale Factor Converg.
 JF1387;SPC KS S     -   597,906.901   599,213.928   MT  0.99997549   +1 24 07.8
 JF1387;UTM  14      - 4,256,952.695   742,823.304   MT  1.00032620   +1 43 47.1
 JF1387
 JF1387                          SUPERSEDED SURVEY CONTROL
 JF1387
 JF1387  NAD 83(1986)-  38 25 40.26077(N)    096 13 05.81964(W) AD(       ) 4
 JF1387  NAD 27      -  38 25 40.21332(N)    096 13 04.83204(W) AD(       ) 3
 JF1387
 JF1387.Superseded values are not recommended for survey control.
 JF1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1387.See file dsdata.txt to determine how the superseded data were derived.
 JF1387
 JF1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4282356953(NAD 83)
 JF1387_MARKER: 52 = STANDPIPE TANK
 JF1387
 JF1387  HISTORY     - Date     Condition        Report By
 JF1387  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1387  HISTORY     - 1974     GOOD             NGS
 JF1387
 JF1387                          STATION DESCRIPTION
 JF1387
 JF1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1387'THE STATIONS ARE THE CENTERS OF THE TOPS OF THE TWO STANDPIPES
 JF1387'LOCATED IN THE NORTHWESTERN EDGE OF DRYER PARK IN THE
 JF1387'NORTHWESTERN EDGE OF DRYER PARK IN THE NORTHWESTERN EDGE OF
 JF1387'EMPORIA.  THEY ARE APPROXIMATELY 85 FEET HIGH, ARE 70.9 FEET
 JF1387'APART AND ARE ALUMINUM COLORED.
 JF1387'
 JF1387'TO REACH THE STANDPIPES FROM COMMERCIAL STREET AND WEST 6TH
 JF1387'AVENUE, IN EMPORIA, GO WEST ON WEST 6TH AVENUE FOR 1.45 MILES.
 JF1387'TURN RIGHT AND GO NORTH FOR 1.45 MILES TO A GRAVEL CROSSROAD.
 JF1387'TURN LEFT AND GO WEST FOR 0.55 MILE TO DRYER PARK AND THE
 JF1387'STANDPIPES ON TOP OF THE HILL.
 JF1387
 JF1387                          STATION RECOVERY (1974)
 JF1387
 JF1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1387'EMPORIA, EAST AND WEST MUNICIPAL STANDPIPES WAS RECOVERED AS
 JF1387'DESCRIBED.
 JF1387'
 JF1387'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 JF1387'NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0987 ***********************************************************************
 HG0987  DESIGNATION -  ENGLEWOOD
 HG0987  PID         -  HG0987
 HG0987  STATE/COUNTY-  KS/CLARK
 HG0987  USGS QUAD   -  ENGLEWOOD (1972)
 HG0987
 HG0987                         *CURRENT SURVEY CONTROL
 HG0987  ___________________________________________________________________
 HG0987* NAD 83(1997)-  37 03 43.74303(N)    099 59 51.92407(W)     ADJUSTED  
 HG0987* NAVD 88     -       626.     (meters)    2054.     (feet)  SCALED    
 HG0987  ___________________________________________________________________
 HG0987  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 HG0987  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 HG0987
 HG0987  HORZ ORDER  -  FIRST
 HG0987
 HG0987.The horizontal coordinates were established by classical geodetic methods
 HG0987.and adjusted by the National Geodetic Survey in October 1998..
 HG0987
 HG0987.The orthometric height was scaled from a topographic map.
 HG0987
 HG0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0987
 HG0987.The geoid height was determined by GEOID03.
 HG0987
 HG0987;                    North         East     Units Scale Factor Converg.
 HG0987;SPC KS S     -   444,963.500   266,790.297   MT  1.00004649   -0 55 13.5
 HG0987;SPC OK N     -   230,643.991   422,321.760   MT  1.00006728   -1 10 44.3
 HG0987;SPC OK N     -   756,704.49  1,385,567.31   sFT  1.00006728   -1 10 44.3
 HG0987;UTM  14      - 4,102,232.518   411,294.604   MT  0.99969693   -0 36 04.9
 HG0987
 HG0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0987!SPC KS S     -   0.99990602  x   1.00004649  =   0.99995251
 HG0987!SPC OK N     -   0.99990602  x   1.00006728  =   0.99997330
 HG0987!UTM  14      -   0.99990602  x   0.99969693  =   0.99960298
 HG0987
 HG0987:                Primary Azimuth Mark                     Grid Az
 HG0987:SPC KS S     -  ENGLEWOOD AZ MK                          059 48 54.4
 HG0987:SPC OK N     -  ENGLEWOOD AZ MK                          060 04 25.2
 HG0987:UTM  14      -  ENGLEWOOD AZ MK                          059 29 45.8
 HG0987
 HG0987|---------------------------------------------------------------------|
 HG0987| PID    Reference Object                     Distance      Geod. Az  |
 HG0987|                                                           dddmmss.s |
 HG0987| CK8641 ENGLEWOOD AZ MK                                    0585340.9 |
 HG0987| HG0984 ENGLEWOOD MUN TANK                  APPROX. 2.8 KM 1645352.5 |
 HG0987| CK8642 ENGLEWOOD RM 1                       29.861 METERS 23611     |
 HG0987| CK8643 ENGLEWOOD RM 2                       29.834 METERS 30158     |
 HG0987|---------------------------------------------------------------------|
 HG0987
 HG0987                          SUPERSEDED SURVEY CONTROL
 HG0987
 HG0987  NAD 83(1997)-  37 03 43.74886(N)    099 59 51.92453(W) AD(       ) 1
 HG0987  NAD 83(1986)-  37 03 43.74196(N)    099 59 51.92020(W) AD(       ) 1
 HG0987  NAD 27      -  37 03 43.63937(N)    099 59 50.43037(W) AD(       ) 1
 HG0987
 HG0987.Superseded values are not recommended for survey control.
 HG0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0987.See file dsdata.txt to determine how the superseded data were derived.
 HG0987
 HG0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1129502233(NAD 83)
 HG0987_MARKER: DS = TRIANGULATION STATION DISK
 HG0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0987
 HG0987  HISTORY     - Date     Condition        Report By
 HG0987  HISTORY     - 1970     MONUMENTED       NGS
 HG0987
 HG0987                          STATION DESCRIPTION
 HG0987
 HG0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0987'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO CREST OF RIDGE.
 HG0987'
 HG0987'STATION IS LOCATED ABOUT 15.0 MILES SOUTHWEST OF ASHLAND, 15.0 MILES
 HG0987'NORTH-NORTHEAST OF GATE, OKLAHOMA, 4-1/2 MILES NORTH OF THE KANSAS-
 HG0987'OKLAHOMA STATE LINE, 2.0 MILES NORTH OF ENGLEWOOD AND ON A LOW
 HG0987'KNOLL, IN PASTURE LAND OWNED BY MR. LEONARD COX WHO LIVES IN
 HG0987'ENGLEWOOD.
 HG0987'
 HG0987'TO REACH FROM THE POST OFFICE IN ENGLEWOOD, GO WEST FOR 0.05 MILE TO
 HG0987'U.S. HIGHWAY 283, TURN RIGHT AND GO NORTH ON THE HIGHWAY FOR 1.0
 HG0987'MILE TO A CROSSROAD, TURN LEFT AND GO WEST ON A BLADED ROAD FOR 0.6
 HG0987'MILE TO A BLADED ROAD LEFT AND WIRE GATE ON THE RIGHT WHICH IS
 HG0987'JUST EAST OF AN OLD LANE ROAD LEADING NORTH, TURN RIGHT, PASS THROUGH
 HG0987'THE GATE AND FOLLOW TRACK ROAD NORTHERLY THROUGH THE PASTURE FOR
 HG0987'1.15 MILES TO A WIRE GATE IN AN EAST-WEST FENCE LINE. (TO REACH
 HG0987'ENGLEWOOD (USBR) AZIMUTH MARK, TURN RIGHT AND GO EAST ALONG THE
 HG0987'SOUTH SIDE OF THE FENCE FOR 0.1 MILE TO THE MARK ON THE RIGHT, ON THE
 HG0987'HIGHEST PART OF THE KNOLL.) TURN LEFT ABOUT 0.05 MILE BEFORE
 HG0987'REACHING THE GATE AND FOLLOW TRACK ROAD WEST ALONG CREST OF
 HG0987'RIDGE FOR 0.2 MILE TO THE HIGHEST PART OF HILL AND STATION.
 HG0987'
 HG0987'STATION MARK IS A STANDARD TRAVERSE STATION MARK DISK, STAMPED
 HG0987'ENGLEWOOD 1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 HG0987'PROJECTS ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT IS ON THE
 HG0987'HIGHEST PART OF THE HILL AND 84.5 FEET EAST OF A NORTH-SOUTH FENCE.
 HG0987'
 HG0987'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ENGLEWOOD NO 1 1970, SET
 HG0987'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 HG0987'GROUND SURFACE.  IT IS 10.0 FEET EAST OF THE CENTER OF A TRACK ROAD
 HG0987'AND 0.5 FOOT EAST OF THE FENCE.
 HG0987'
 HG0987'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ENGLEWOOD NO 2 1970, SET
 HG0987'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 HG0987'INCHES ABOVE THE GROUND SURFACE.  IT IS 10.0 FEET EAST OF THE CENTER
 HG0987'OF THE TRACK ROAD AND 1.0 FOOT EAST OF THE FENCE.
 HG0987'
 HG0987'ENGLEWOOD (USBR) IS A 1-INCH BOLT SET IN THE TOP OF A 4-INCH CONCRETE
 HG0987'CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 19.4 FEET
 HG0987'SOUTH OF A FENCE.  THERE IS NO STAMPING ON THE MARK AND THE POINT
 HG0987'INTERSECTED WAS THE TOP-CENTER OF THE BOLT.
 HG0987'
 HG0987'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0984 ***********************************************************************
 HG0984  DESIGNATION -  ENGLEWOOD MUN TANK
 HG0984  PID         -  HG0984
 HG0984  STATE/COUNTY-  KS/CLARK
 HG0984  USGS QUAD   -  ENGLEWOOD (1972)
 HG0984
 HG0984                         *CURRENT SURVEY CONTROL
 HG0984  ___________________________________________________________________
 HG0984* NAD 83(1997)-  37 02 14.78887(N)    099 59 21.98042(W)     ADJUSTED  
 HG0984* NAVD 88     -                                                        
 HG0984  ___________________________________________________________________
 HG0984  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 HG0984  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 HG0984
 HG0984  HORZ ORDER  -  THIRD
 HG0984
 HG0984.The horizontal coordinates were established by classical geodetic methods
 HG0984.and adjusted by the National Geodetic Survey in October 1998..
 HG0984
 HG0984
 HG0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0984
 HG0984.The geoid height was determined by GEOID03.
 HG0984
 HG0984;                    North         East     Units Scale Factor Converg.
 HG0984;SPC KS S     -   442,209.639   267,486.197   MT  1.00005296   -0 54 55.1
 HG0984;SPC OK N     -   227,886.977   423,005.230   MT  1.00006063   -1 10 26.6
 HG0984;SPC OK N     -   747,659.19  1,387,809.66   sFT  1.00006063   -1 10 26.6
 HG0984;UTM  14      - 4,099,483.548   412,005.582   MT  0.99969538   -0 35 45.6
 HG0984
 HG0984                          SUPERSEDED SURVEY CONTROL
 HG0984
 HG0984  NAD 83(1997)-  37 02 14.79468(N)    099 59 21.98096(W) AD(       ) 4
 HG0984  NAD 83(1986)-  37 02 14.78747(N)    099 59 21.97610(W) AD(       ) 4
 HG0984  NAD 27      -  37 02 14.68369(N)    099 59 20.48701(W) AD(       ) 3
 HG0984
 HG0984.Superseded values are not recommended for survey control.
 HG0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0984.See file dsdata.txt to determine how the superseded data were derived.
 HG0984
 HG0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF1200699484(NAD 83)
 HG0984_MARKER: 53 = ELEVATED TANK
 HG0984
 HG0984  HISTORY     - Date     Condition        Report By
 HG0984  HISTORY     - 1970     FIRST OBSERVED   NGS
 HG0984
 HG0984                          STATION DESCRIPTION
 HG0984
 HG0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0984'THE STATION IS THE BALL ON THE TOP CENTER OF THE ENGLEWOOD MUNICIPAL
 HG0984'WATER TANK, WHICH IS LOCATED IN THE NORTHWEST AREA OF ENGLEWOOD, 0.1
 HG0984'MILE WEST OF U.S. HIGHWAY 283.  IT IS A STEEL STRUCTURE PAINTED
 HG0984'SILVER, AND IS 110 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0820 ***********************************************************************
 KH0820  DESIGNATION -  ENNE LUTHERAN CHURCH SPIRE
 KH0820  PID         -  KH0820
 KH0820  STATE/COUNTY-  KS/RAWLINS
 KH0820  USGS QUAD   -  MIDWAY (1978)
 KH0820
 KH0820                         *CURRENT SURVEY CONTROL
 KH0820  ___________________________________________________________________
 KH0820* NAD 83(1997)-  39 47 33.26261(N)    100 46 42.02411(W)     ADJUSTED  
 KH0820* NAVD 88     -                                                        
 KH0820  ___________________________________________________________________
 KH0820  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 KH0820  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 KH0820
 KH0820  HORZ ORDER  -  THIRD
 KH0820
 KH0820.The horizontal coordinates were established by classical geodetic methods
 KH0820.and adjusted by the National Geodetic Survey in October 1998..
 KH0820
 KH0820
 KH0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0820
 KH0820.The geoid height was determined by GEOID03.
 KH0820
 KH0820;                    North         East     Units Scale Factor Converg.
 KH0820;SPC KS N     -   165,648.483   162,067.481   MT  1.00000151   -1 45 28.4
 KH0820;UTM  14      - 4,406,247.827   347,738.642   MT  0.99988542   -1 08 18.1
 KH0820
 KH0820                          SUPERSEDED SURVEY CONTROL
 KH0820
 KH0820  NAD 83(1997)-  39 47 33.26382(N)    100 46 42.02613(W) AD(       ) 4
 KH0820  NAD 83(1986)-  39 47 33.26581(N)    100 46 42.02739(W) AD(       ) 4
 KH0820  NAD 27      -  39 47 33.25000(N)    100 46 40.49000(W) AD(       ) 3
 KH0820
 KH0820.Superseded values are not recommended for survey control.
 KH0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0820.See file dsdata.txt to determine how the superseded data were derived.
 KH0820
 KH0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK4773906248(NAD 83)
 KH0820_MARKER: 90 = CHURCH SPIRE
 KH0820
 KH0820  HISTORY     - Date     Condition        Report By
 KH0820  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0820
 KH0820                          STATION DESCRIPTION
 KH0820
 KH0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0820'THE STATION IS LOCATED 5 MILES NORTH FROM ACHILLES, 8-1/2 MILES
 KH0820'SOUTH FROM HERNDON, AND 120 FEET WEST OF A NORTH-SOUTH ROAD.
 KH0820'
 KH0820'IT IS A FRAME BUILDING WITH A SPIRE PROJECTING FROM ITS EAST
 KH0820'END.  THE OVER ALL HEIGHT IS APPROXIMATELY 50 FEET.
 KH0820'
 KH0820'THE TIP OF THE SPIRE WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0808 ***********************************************************************
 KF0808  DESIGNATION -  ENOS RESET
 KF0808  PID         -  KF0808
 KF0808  STATE/COUNTY-  KS/WASHINGTON
 KF0808  USGS QUAD   -  MORROWVILLE (1966)
 KF0808
 KF0808                         *CURRENT SURVEY CONTROL
 KF0808  ___________________________________________________________________
 KF0808* NAD 83(1997)-  39 46 02.32965(N)    097 10 53.96851(W)     ADJUSTED  
 KF0808* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 KF0808  ___________________________________________________________________
 KF0808  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 KF0808  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 KF0808
 KF0808  HORZ ORDER  -  FIRST
 KF0808
 KF0808.The horizontal coordinates were established by classical geodetic methods
 KF0808.and adjusted by the National Geodetic Survey in October 1998..
 KF0808
 KF0808.The orthometric height was scaled from a topographic map.
 KF0808
 KF0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0808
 KF0808.The geoid height was determined by GEOID03.
 KF0808
 KF0808;                    North         East     Units Scale Factor Converg.
 KF0808;SPC KS N     -   159,510.473   470,116.870   MT  0.99999744   +0 31 04.0
 KF0808;UTM  14      - 4,403,512.984   655,743.490   MT  0.99989863   +1 09 48.1
 KF0808
 KF0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0808!SPC KS N     -   0.99993173  x   0.99999744  =   0.99992917
 KF0808!UTM  14      -   0.99993173  x   0.99989863  =   0.99983037
 KF0808
 KF0808|---------------------------------------------------------------------|
 KF0808| PID    Reference Object                     Distance      Geod. Az  |
 KF0808|                                                           dddmmss.s |
 KF0808| CN9252 ENOS RM 1                            49.038 METERS 00939     |
 KF0808| CN9254 ENOS RM 3                           113.008 METERS 04012     |
 KF0808| CN9253 ENOS RM 2                            34.650 METERS 05826     |
 KF0808| KF0804 WASHINGTON MUNICIPAL STANDPIPE      APPROX.12.6 KM 0624418.6 |
 KF0808| KF1167 GREENLEAF MUNICIPAL STANDPIPE       APPROX.17.8 KM 1030423.0 |
 KF0808| CN9255 ENOS RM 4                            77.663 METERS 10821     |
 KF0808| KF0810 LINN TANK                           APPROX.13.0 KM 1394606.1 |
 KF0808| KF0811 LINN ZION LUTHERAN CHURCH           APPROX.12.5 KM 1402057.0 |
 KF0808| KF0813 ST JOHNS LUTHERAN CHURCH SPIRE      APPROX.18.5 KM 1592530.2 |
 KF0808| CN9251 ENOS AZ MK                                         3024017.2 |
 KF0808|---------------------------------------------------------------------|
 KF0808
 KF0808                          SUPERSEDED SURVEY CONTROL
 KF0808
 KF0808  NAD 83(1997)-  39 46 02.33269(N)    097 10 53.96766(W) AD(       ) 1
 KF0808  NAD 83(1986)-  39 46 02.33571(N)    097 10 53.96686(W) AD(       ) 1
 KF0808  NAD 27      -  39 46 02.32400(N)    097 10 52.85600(W) AD(       ) 1
 KF0808
 KF0808.Superseded values are not recommended for survey control.
 KF0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0808.See file dsdata.txt to determine how the superseded data were derived.
 KF0808
 KF0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK5574303513(NAD 83)
 KF0808_MARKER: DS = TRIANGULATION STATION DISK
 KF0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF0808
 KF0808  HISTORY     - Date     Condition        Report By
 KF0808  HISTORY     - 1935     MONUMENTED       CGS
 KF0808  HISTORY     - 1947     GOOD             CGS
 KF0808  HISTORY     - 1959     GOOD             CGS
 KF0808  HISTORY     - 1965     GOOD             USGS
 KF0808  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KF0808
 KF0808                          STATION DESCRIPTION
 KF0808
 KF0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0808'STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF MORROWVILLE, 1.0
 KF0808'MILE WEST OF ENOSDALE, IN NORTHEAST QUARTER SEC. 27, T. 3
 KF0808'S., R. 2 E., ON A RIDGE JUST WEST OF FARMHOUSE, IN BARN LOT.
 KF0808'
 KF0808'REACHED FROM MORROWVILLE (RAILROAD CROSSING ON U.S. HIGHWAY
 KF0808'36 AND STATE HIGHWAY 15 W AT GEORGE ROSE ELEVATOR) BY GOING
 KF0808'SOUTH ON U.S. HIGHWAY 36 AND STATE HIGHWAY 15 W FOR 2.75
 KF0808'MILES, CONTINUE STRAIGHT AHEAD (SOUTH), WHERE U.S. HIGHWAY
 KF0808'36 AND STATE HIGHWAY 15 W TURNS LEFT (EAST), FOR 3.0 MILES,
 KF0808'TURN RIGHT (WEST) AT ENOSDALE STORE AND GO 1.0 MILE, TURN
 KF0808'LEFT (SOUTH) FOR 0.2 MILE, TURN RIGHT (WEST) TOWARDS HOUSE
 KF0808'AND GO 0.05 MILE TO BARN AND STATION.
 KF0808'
 KF0808'STATION IS 42.5 METERS DUE WEST OF WINDMILL WHICH IS AT THE
 KF0808'SOUTHEAST CORNER OF THE FARMHOUSE, 8.6 METERS NORTHWEST OF
 KF0808'NORTHWEST CORNER OF BARN, 3.6 METERS EAST OF EAST SIDE OF
 KF0808'A LOW TINNED-ROOF SHED, 3.0 METERS NORTH WOVEN-WIRE FENCE,
 KF0808'AND IS FLUSH WITH SURFACE OF GROUND.
 KF0808'
 KF0808'REFERENCE MARK NO. 1 IS 49.038 METERS (160.90 FEET) NORTH OF
 KF0808'STATION, AT SOUTHWEST CORNER OF SMALL SHED, PROJECTING ABOUT
 KF0808'6 INCHES ABOVE SURFACE OF GROUND.
 KF0808'
 KF0808'REFERENCE MARK NO. 2 IS 35.640 METERS (113.66 FEET) *
 KF0808'NORTHEAST OF STATION, ABOUT 15 METERS NORTHWEST OF NORTHWEST
 KF0808'CORNER OF FARMHOUSE, PROJECTING ABOUT 6 INCHES ABOVE SURFACE
 KF0808'OF GROUND.
 KF0808'
 KF0808'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF STATION,
 KF0808'ABOUT 75 METERS SOUTHWEST OF LARGE WHITE BARN, AND 7 METERS
 KF0808'SOUTH OF CENTERLINE OF EAST-WEST ROAD ON SOUTH RIGHT-OF-WAY
 KF0808'FENCE LINE, PROJECTING ABOUT 6 INCHES ABOVE SURFACE OF GROUND.
 KF0808'REACHED FROM STATION BY GOING EAST FOR 0.05 MILE, THEN LEFT
 KF0808'(NORTH) FOR 0.2 MILE, THEN LEFT (WEST) FOR 0.35 MILE, TO THE
 KF0808'AZIMUTH MARK ON THE LEFT.
 KF0808'
 KF0808'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KF0808'
 KF0808'*EITHER THE DISTANCE IN METERS OF FEET IS WRONG ON THE ORIGINAL.
 KF0808
 KF0808                          STATION RECOVERY (1947)
 KF0808
 KF0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0808'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KF0808'CONDITION.  THE 1935 DIRECTIONS TO THE AZIMUTH MARK AND
 KF0808'REFERENCE MARKS COULD NOT BE CHECKED.  THERE HAS BEEN A
 KF0808'CHICKEN HOUSE BUILT ON LINE WITH THE STATION AND REFERENCE
 KF0808'MARK NO. 1, WHICH ACCOUNTS FOR NO 1947 MEASUREMENT TO THIS MARK.
 KF0808'
 KF0808'A DESCRIPTION FOLLOWS.
 KF0808'
 KF0808'THE STATION IS LOCATED ON A RIDGE ABOUT 8 MILES SOUTHWEST OF
 KF0808'WASHINGTON, 3 MILES SOUTH OF U.S. HIGHWAY NO. 36, 200 FEET
 KF0808'WEST OF A FARM HOUSE, 28.8 FEET WEST-NORTHWEST OF THE NORTHWEST
 KF0808'CORNER OF A BARN, AND 9.5 FEET NORTH OF A WIRE FENCE.  IT IS
 KF0808'SET FLUSH WITH THE GROUND AND
 KF0808'IS STAMPED ENOS 1935.
 KF0808'
 KF0808'REFERENCE MARK NO. 1 IS LOCATED IN A SMALL WOODED AREA NORTH
 KF0808'OF THE STATION.  IT PROJECTS 10
 KF0808'INCHES AND IS STAMPED ENOS 1935 NO 1.
 KF0808'
 KF0808'REFERENCE MARK NO. 2 IS 49 FEET NORTHWEST OF THE NORTHWEST
 KF0808'CORNER OF A FARM HOUSE AND IS 1 FOOT WEST OF A WIRE FENCE.  IT
 KF0808'PROJECTS 6 INCHES AND IS STAMPED
 KF0808'ENOS 1935 NO 2.
 KF0808'
 KF0808'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTHWEST OF THE
 KF0808'STATION, 27.5 FEET SOUTH OF THE CENTER OF A GRADED ROAD AND
 KF0808'IS IN THE SOUTH RIGHT-OF-WAY FENCE LINE.  IT
 KF0808'PROJECTS 4 INCHES AND IS STAMPED ENOS AZI 1935.
 KF0808'
 KF0808'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 36
 KF0808'AND STATE HIGHWAY NO. 15 W, WHICH IS 5 MILES WEST OF WASHINGTON,
 KF0808'GO SOUTH ON A GRAVELED ROAD FOR 2.9 MILES TO CROSSROAD, AT
 KF0808'ENOSDALE, TURN RIGHT, WEST, AND GO 1.0 MILE TO A CROSSROAD,
 KF0808'TURN LEFT, SOUTH, AND GO 0.15 MILE TO A FARM LANE ON THE RIGHT,
 KF0808'TURN RIGHT INTO FARM LANE AND GO 0.05 MILE TO THE STATION
 KF0808'NORTHWEST OF A BARN AS DESCRIBED.
 KF0808'
 KF0808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.05 MILE,
 KF0808'TURN LEFT AND GO 0.15 MILE, TURN LEFT AND GO WEST FOR 0.35
 KF0808'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KF0808'NOTE- THE 1935 MEASUREMENT IN METERS IS WRONG.  FOR RM 2 AND
 KF0808'RM 1.
 KF0808'
 KF0808'A 74 FOOT SIGNAL AT SHARP 1935 IS VISIBLE AT 37 FEET.
 KF0808'
 KF0808'A 74 FOOT SIGNAL AT KLING 1935 IS VISIBLE AT 37 FEET.
 KF0808'
 KF0808'A 74 FOOT SIGNAL AT GREENLEAF IS VISIBLE AT 37 FEET.
 KF0808'
 KF0808'A 74 FOOT SIGNAL AT BOTT 1935 IS VISIBLE AT 37 FEET.
 KF0808
 KF0808                          STATION RECOVERY (1959)
 KF0808
 KF0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KF0808'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KF0808'IN GOOD CONDITION.  THE REFERENCE MARKS WERE MOVED AT THE
 KF0808'REQUEST OF MR. NORMAN KRAMER WHO OWNS THE LAND BECAUSE THEY
 KF0808'WERE A HAZARD TO FARM OPERATIONS.  A COMPLETE DESCRIPTION
 KF0808'FOLLOWS.
 KF0808'
 KF0808'STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF WASHINGTON,
 KF0808'3 MILES SOUTH OF U.S. HIGHWAY 36, AND 1 MILE WEST OF ENOSDALE
 KF0808'IN THE NE 1/4 OF SEC. 27, T. 3 S., R. 2 E., 100 YARDS WEST
 KF0808'OF A NORTH-SOUTH ROAD, 140 FEET WEST OF THE CENTER OF A
 KF0808'WINDMILL AND WELL AT THE SOUTHWEST CORNER OF AN ABANDONED
 KF0808'HOUSE, 28 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD
 KF0808'BARN, 9 FEET NORTH OF A FENCE, AND 1 FOOT NORTH OF A NEW
 KF0808'WITNESS POST SIGN.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 KF0808'GROUND AND THE DISK IS STAMPED ENOS 1935.
 KF0808'
 KF0808'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KF0808'STATE HIGHWAY 15 W IN WASHINGTON, GO WEST ON U.S. HIGHWAY 36
 KF0808'AND STATE HIGHWAY 15 W FOR 6.0 MILES TO GRAVEL CROSSROADS.
 KF0808'TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 3.0 MILES TO
 KF0808'CROSSROADS AND THE SMALL VILLAGE OF ENOSDALE.  TURN RIGHT AND
 KF0808'GO WEST ON GRAVEL ROAD FOR 1.0 MILE TO CROSSROADS.  TURN LEFT
 KF0808'AND GO SOUTH ON GRADED ROAD FOR 0.15 MILE TO A GATE AND OLD FARM
 KF0808'BUILDING ON THE RIGHT AND THE STATION AS DESCRIBED.
 KF0808'
 KF0808'REFERENCE MARK NO. 3 IS 370.89 FEET NORTHEAST OF THE STATION,
 KF0808'30 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, AND 3 FEET
 KF0808'SOUTH OF THE THIRD POWER POLE SOUTH OF CROSSROADS.  THE MARK
 KF0808'PROJECTS 6 INCHES AND THE DISK IS STAMPED ENOS NO 3 1935.
 KF0808'
 KF0808'REFERENCE MARK NO. 4 IS 255.14 FEET EAST-SOUTHEAST OF THE
 KF0808'STATION, 76 FEET SOUTH OF A POWER POLE, 60 FEET SOUTH OF THE
 KF0808'CENTER OF A WIRE GATE, AND 25 FEET WEST OF THE CENTER OF A
 KF0808'NORTH-SOUTH ROAD IN A FENCELINE.  THE MARK PROJECTS 4 INCHES
 KF0808'AND THE DISK IS STAMPED ENOS NO 4 1935.
 KF0808'
 KF0808'AZIMUTH MARK IS 0.35 MILE WEST-NORTHWEST OF THE STATION, ABOUT
 KF0808'100 YARDS WEST OF FARM BUILDINGS ON THE NORTH SIDE OF ROAD,
 KF0808'75 FEET SOUTHWEST OF A POWER POLE ON NORTH SIDE OF ROAD, 28
 KF0808'FEET SOUTH OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT SOUTH OF
 KF0808'A FENCE AND NEW WITNESS SIGNPOST.  THE MARK PROJECTS 4 INCHES
 KF0808'AND THE DISK IS STAMPED ENOS AZI 1935.
 KF0808'
 KF0808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.15
 KF0808'MILE TO CROSSROADS.  TURN LEFT AND GO WEST ON GRAVEL ROAD FOR
 KF0808'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KF0808
 KF0808                          STATION RECOVERY (1965)
 KF0808
 KF0808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (JSA)
 KF0808'STATION AND AZIMUTH MK. FOUND IN GOOD CONDITION.  R.M. 1 AND R.M.
 KF0808'2 NOT FOUND, BULLDOZING IN AREA.
 KF0808'
 KF0808'STATION IS LOCATED ON A RIDGE ABOUT 8 MI. SW OF WASHINGTON,
 KF0808'3 MI. S OF US 36, T3S, R2E, NEAR THE CENTER OF THE S EDGE
 KF0808'OF THE NE 1/4 OF SEC 27, ABOUT 100 FT. NW OF A SHED, 30 FT.
 KF0808'WNW OF STEEL GRAIN BIN, 1 FT. N OF STEEL WITNESS POST, SET
 KF0808'FLUSH AND STAMPED ENOS 1935.
 KF0808'
 KF0808'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MI. S
 KF0808'OF MORROWVILLE.
 KF0808
 KF0808                          STATION RECOVERY (1966)
 KF0808
 KF0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF0808'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4,
 KF0808'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KF0808'ALL FARM BUILDINGS WERE REMOVED FROM THE VICINITY OF THE STATION
 KF0808'AND THE LAND WAS PUT INTO CULTIVATION.  THE PROPERTY OWNER
 KF0808'MR. NORMAN KRAMER REQUESTED FOR THE STATION MARK TO BE LOWERED
 KF0808'BELOW PLOW DEPTH.  THE STATION MARKS WERE LOWERED VERTICALLY
 KF0808'HOLDING THE POSITION OF THE UNDERGROUND MARK BECAUSE THE
 KF0808'SURFACE MARK WAS FOUND TO BE 0.008 METER NORTHWEST OF THE
 KF0808'UNDERGROUND MARK.
 KF0808'
 KF0808'THE 1959 TO REACH AND LOCATION FOR THE STATION WERE FOUND ADEQUATE.
 KF0808'
 KF0808'FOLLOWING ARE ADDITIONAL NOTES FOR ALL MARKS.
 KF0808'
 KF0808'STATION MARKS ARE STANDARD DISKS STAMPED ENOS 1935 1966.  THE
 KF0808'SURFACE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE
 KF0808'CONCRETE POST WHICH IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 KF0808'IT IS ABOUT 300 FEET WEST OF A NORTH-SOUTH GRAVELED ROAD AND ON
 KF0808'THE HIGHEST POINT OF THE HILL.  THE UNDERGROUND DISK IS SET IN
 KF0808'AN IRREGULAR MASS OF CONCRETE 50 INCHES BELOW THE SURFACE OF THE
 KF0808'GROUND.
 KF0808'
 KF0808'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ENOS NO 3 1935,
 KF0808'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 KF0808'INCHES.  IT IS 30 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 KF0808'ROAD AND 3 FEET SOUTH OF THE THIRD POWERLINE POLE SOUTH OF A
 KF0808'CROSSROAD.
 KF0808'
 KF0808'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ENOS NO 4 1935,
 KF0808'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 KF0808'INCHES.  IT IS 76 FEET SOUTH OF A POWERLINE POLE, 60 FEET SOUTH
 KF0808'OF THE CENTER OF A FIELD ENTRANCE, 25 FEET WEST OF THE CENTER
 KF0808'OF THE NORTH-SOUTH ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS
 KF0808'POST.
 KF0808'
 KF0808'AZIMUTH MARK, A STANDARD DISK STAMPED ENOS AZI 1935, IS SET
 KF0808'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KF0808'IT IS ABOUT 100 YARDS WEST OF FARM BUILDINGS ON THE NORTH SIDE
 KF0808'OF ROAD, 75 FEET SOUTHWEST OF A POWERLINE POLE ON THE NORTH SIDE
 KF0808'OF ROAD, 28 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, AND
 KF0808'1 FOOT SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0880 ***********************************************************************
 HH0880  DESIGNATION -  ENSIGN MUN WATER TANK
 HH0880  PID         -  HH0880
 HH0880  STATE/COUNTY-  KS/GRAY
 HH0880  USGS QUAD   -  ENSIGN (1969)
 HH0880
 HH0880                         *CURRENT SURVEY CONTROL
 HH0880  ___________________________________________________________________
 HH0880* NAD 83(1997)-  37 39 14.72019(N)    100 13 49.62889(W)     ADJUSTED  
 HH0880* NAVD 88     -                                                        
 HH0880  ___________________________________________________________________
 HH0880  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 HH0880  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HH0880
 HH0880  HORZ ORDER  -  THIRD
 HH0880
 HH0880.The horizontal coordinates were established by classical geodetic methods
 HH0880.and adjusted by the National Geodetic Survey in October 1998..
 HH0880
 HH0880
 HH0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0880
 HH0880.The geoid height was determined by GEOID03.
 HH0880
 HH0880;                    North         East     Units Scale Factor Converg.
 HH0880;SPC KS S     -   511,005.538   247,315.904   MT  0.99994644   -1 03 48.3
 HH0880;UTM  14      - 4,168,148.628   391,461.963   MT  0.99974510   -0 45 06.3
 HH0880
 HH0880                          SUPERSEDED SURVEY CONTROL
 HH0880
 HH0880  NAD 83(1997)-  37 39 14.72766(N)    100 13 49.62814(W) AD(       ) 4
 HH0880  NAD 83(1986)-  37 39 14.72132(N)    100 13 49.62967(W) AD(       ) 4
 HH0880  NAD 27      -  37 39 14.64632(N)    100 13 48.12194(W) AD(       ) 3
 HH0880
 HH0880.Superseded values are not recommended for survey control.
 HH0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0880.See file dsdata.txt to determine how the superseded data were derived.
 HH0880
 HH0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG9146268149(NAD 83)
 HH0880_MARKER: 53 = ELEVATED TANK
 HH0880
 HH0880  HISTORY     - Date     Condition        Report By
 HH0880  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0880
 HH0880                          STATION DESCRIPTION
 HH0880
 HH0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0880'THE STATION IS THE FINIAL ATOP THE 110-FOOT HIGH, SILVER COLORED
 HH0880'WATER TANK, ABOUT 200 FEET SOUTH OF U. S. HIGHWAY 56 IN THE
 HH0880'NORTHEASTERN PART OF THE TOWN OF ENSIGN.  IT IS SUPPORTED BY A
 HH0880'FOUR-LEGGED STEEL STRUCTURE AND HAS ENSIGN PAINTED IN BLACK
 HH0880'LETTERS ON THE EAST AND WEST SIDES OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0881 ***********************************************************************
 HH0881  DESIGNATION -  ENSIGN RAD STA KAY 75 MAST
 HH0881  PID         -  HH0881
 HH0881  STATE/COUNTY-  KS/GRAY
 HH0881  USGS QUAD   -  ENSIGN (1969)
 HH0881
 HH0881                         *CURRENT SURVEY CONTROL
 HH0881  ___________________________________________________________________
 HH0881* NAD 83(1997)-  37 38 51.06172(N)    100 14 03.49390(W)     ADJUSTED  
 HH0881* NAVD 88     -                                                        
 HH0881  ___________________________________________________________________
 HH0881  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 HH0881  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 HH0881
 HH0881  HORZ ORDER  -  THIRD
 HH0881
 HH0881.The horizontal coordinates were established by classical geodetic methods
 HH0881.and adjusted by the National Geodetic Survey in October 1998..
 HH0881
 HH0881
 HH0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0881
 HH0881.The geoid height was determined by GEOID03.
 HH0881
 HH0881;                    North         East     Units Scale Factor Converg.
 HH0881;SPC KS S     -   510,282.615   246,962.555   MT  0.99994697   -1 03 56.8
 HH0881;UTM  14      - 4,167,423.938   391,112.622   MT  0.99974604   -0 45 14.4
 HH0881
 HH0881                          SUPERSEDED SURVEY CONTROL
 HH0881
 HH0881  NAD 83(1997)-  37 38 51.06923(N)    100 14 03.49315(W) AD(       ) 4
 HH0881  NAD 83(1986)-  37 38 51.06272(N)    100 14 03.49464(W) AD(       ) 4
 HH0881  NAD 27      -  37 38 50.98841(N)    100 14 01.98557(W) AD(       ) 3
 HH0881
 HH0881.Superseded values are not recommended for survey control.
 HH0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0881.See file dsdata.txt to determine how the superseded data were derived.
 HH0881
 HH0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG9111367424(NAD 83)
 HH0881_MARKER: 42 = RADIO/TV MAST
 HH0881
 HH0881  HISTORY     - Date     Condition        Report By
 HH0881  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0881
 HH0881                          STATION DESCRIPTION
 HH0881
 HH0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0881'THE STATION IS THE TOP CENTER OF THE 200-FOOT RED AND WHITE,
 HH0881'SOUTHWESTERN BELL TELEPHONE COMPANY MICROWAVE MAST WHICH IS 1/4 MILE
 HH0881'SOUTH OF THE BUSINESS DISTRICT IN ENSIGN.  THERE IS A SMALL CEMENT
 HH0881'BLOCK BUILDING AT THE BASE OF THE MAST, A LARGE, ROUND REFLECTOR
 HH0881'ABOUT 1/4 THE WAY UP AND A RECTANGULAR REFLECTOR AND LIGHT AT THE
 HH0881'TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1490 ***********************************************************************
 JF1490  DESIGNATION -  ENTERPRISE MUN TANK
 JF1490  PID         -  JF1490
 JF1490  STATE/COUNTY-  KS/DICKINSON
 JF1490  USGS QUAD   -  CHAPMAN (1979)
 JF1490
 JF1490                         *CURRENT SURVEY CONTROL
 JF1490  ___________________________________________________________________
 JF1490* NAD 83(1997)-  38 54 12.62251(N)    097 07 06.43865(W)     ADJUSTED  
 JF1490* NAVD 88     -                                                        
 JF1490  ___________________________________________________________________
 JF1490  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 JF1490  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 JF1490
 JF1490  HORZ ORDER  -  THIRD
 JF1490
 JF1490.The horizontal coordinates were established by classical geodetic methods
 JF1490.and adjusted by the National Geodetic Survey in October 1998..
 JF1490
 JF1490
 JF1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1490
 JF1490.The geoid height was determined by GEOID03.
 JF1490
 JF1490;                    North         East     Units Scale Factor Converg.
 JF1490;SPC KS N     -    63,667.424   476,465.561   MT  0.99997510   +0 33 28.0
 JF1490;UTM  14      - 4,307,751.380   663,153.590   MT  0.99992779   +1 10 54.8
 JF1490
 JF1490                          SUPERSEDED SURVEY CONTROL
 JF1490
 JF1490  NAD 83(1986)-  38 54 12.62983(N)    097 07 06.43849(W) AD(       ) 4
 JF1490  NAD 27      -  38 54 12.63009(N)    097 07 05.37989(W) AD(       ) 3
 JF1490
 JF1490.Superseded values are not recommended for survey control.
 JF1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1490.See file dsdata.txt to determine how the superseded data were derived.
 JF1490
 JF1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6315407751(NAD 83)
 JF1490_MARKER: 53 = ELEVATED TANK
 JF1490
 JF1490  HISTORY     - Date     Condition        Report By
 JF1490  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1490
 JF1490                          STATION DESCRIPTION
 JF1490
 JF1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1490'THE ENTERPRISE MUNICIPAL TANK IS A CYLINDRICAL WATER TANK
 JF1490'SUPPORTED BY FOUR STEEL LEGS, PAINTED SILVER, AND IS ABOUT 50 FEET
 JF1490'IN HEIGHT.  IT IS LOCATED IN THE SOUTHWEST PART OF ENTERPRISE AT
 JF1490'THE CORNER OF WEST NORTH STREET AND COURT STREET.  THE POINT
 JF1490'INTERSECTED WAS THE BALL ON TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2874 ***********************************************************************
 AA2874  DESIGNATION -  EPA BASE STATION   KANSAS CITY
 AA2874  PID         -  AA2874
 AA2874  STATE/COUNTY-  KS/WYANDOTTE
 AA2874  USGS QUAD   -  NORTH KANSAS CITY (1997)
 AA2874
 AA2874                         *CURRENT SURVEY CONTROL
 AA2874  ___________________________________________________________________
 AA2874* NAD 83(1997)-  39 08 33.94267(N)    094 36 44.18518(W)     ADJUSTED  
 AA2874* NAVD 88     -       239.7    (meters)     786.     (feet)  GPS OBS   
 AA2874  ___________________________________________________________________
 AA2874  X           -    -398,322.948 (meters)                     COMP
 AA2874  Y           -  -4,937,457.542 (meters)                     COMP
 AA2874  Z           -   4,004,752.305 (meters)                     COMP
 AA2874  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AA2874  ELLIP HEIGHT-         207.14  (meters)          (08/10/04) GPS OBS
 AA2874  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 AA2874
 AA2874  HORZ ORDER  -  A
 AA2874  ELLP ORDER  -  THIRD     CLASS II
 AA2874
 AA2874.The horizontal coordinates were established by GPS observations
 AA2874.and adjusted by the National Geodetic Survey in September 1995..
 AA2874
 AA2874.The orthometric height was determined by GPS observations and a
 AA2874.high-resolution geoid model.
 AA2874
 AA2874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2874
 AA2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2874
 AA2874.The ellipsoidal height was determined by GPS observations
 AA2874.and is referenced to NAD 83.
 AA2874
 AA2874.The geoid height was determined by GEOID03.
 AA2874
 AA2874;                    North         East     Units Scale Factor Converg.
 AA2874;SPC KS N     -    95,332.945   692,795.478   MT  0.99995862   +2 08 36.5
 AA2874;UTM  15      - 4,333,856.889   360,667.605   MT  0.99983904   -1 01 04.5
 AA2874
 AA2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2874!SPC KS N     -   0.99996750  x   0.99995862  =   0.99992612
 AA2874!UTM  15      -   0.99996750  x   0.99983904  =   0.99980655
 AA2874
 AA2874                          SUPERSEDED SURVEY CONTROL
 AA2874
 AA2874  ELLIP H (09/21/95)  207.24   (m)                       GP(       ) 2 1
 AA2874  NAD 83(1997)-  39 08 33.94270(N)    094 36 44.18518(W) AD(       ) A
 AA2874  ELLIP H (11/28/94)  207.24   (m)                       GP(       ) 1 1
 AA2874
 AA2874.Superseded values are not recommended for survey control.
 AA2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2874.See file dsdata.txt to determine how the superseded data were derived.
 AA2874
 AA2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6066833857(NAD 83)
 AA2874_MARKER: Z = SEE DESCRIPTION
 AA2874_SETTING: 0 = UNSPECIFIED SETTING
 AA2874_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2874+STABILITY: SURFACE MOTION
 AA2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2874+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1997
 AA2874
 AA2874  HISTORY     - Date     Condition        Report By
 AA2874  HISTORY     - 1991     MONUMENTED       EPA
 AA2874  HISTORY     - 19970527 GOOD             NGS
 AA2874
 AA2874                          STATION DESCRIPTION
 AA2874
 AA2874'DESCRIBED BY ENVIRONMENTAL PROTECTION AGENCY 1991 (BG)
 AA2874'THE STATION IS LOCATED IN THE NORTHEASTERN PORTION OF KANSAS CITY,
 AA2874'KANSAS, LOCALLY KNOWN AS THE FIARFAX INDUSTRIAL DISTRICT, AND IS ON
 AA2874'THE ROOF OF THE EPA REGION VII ENSV OFFICE BUILDING - ADDRESS 25
 AA2874'FUNSTON ROAD.  OWNERSHIP--U.S. ENVIRONMENTAL PROTECTION AGENCY, REGION
 AA2874'VII, 25 FUNSTON ROAD, KANSAS CITY, KS 66115.  CONTACT JEFFREY A.
 AA2874'WANDTKE, PHONE 913-551-5136 OR BRENDA GROSKINSKY, PHONE 913-551-7188
 AA2874'FOR ACCESS OR INFORMATION.
 AA2874' 
 AA2874'THE EPA BASE STATION GPS ANTENNA IS MOUNTED ON A BRACKET THAT IS
 AA2874'ATTACHED TO THE ROOF LEDGE ON THE SOUTH SIDE OF THE THREE-STORY
 AA2874'EPA/ENSV BUILDING AND CENTERED OVER A METAL SCREW IN LEDGE THAT MARKS
 AA2874'THE POINT HELD.  THE ANTENNA CABLE IS ATTACHED TO A TRIMBLE 4000SST
 AA2874'GEODETIC GPS RECEIVER LOCATED IN A ROOM ON THE THIRD FLOOR OF THE
 AA2874'BUILDING.
 AA2874' 
 AA2874'NOTE-THE RECEIVER IS CONTINUOUSLY LOGGING DATA.
 AA2874
 AA2874                          STATION RECOVERY (1997)
 AA2874
 AA2874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA2874'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1095 ***********************************************************************
 HF1095  DESIGNATION -  EQA A
 HF1095  PID         -  HF1095
 HF1095  STATE/COUNTY-  KS/BUTLER
 HF1095  USGS QUAD   -  EL DORADO (1979)
 HF1095
 HF1095                         *CURRENT SURVEY CONTROL
 HF1095  ___________________________________________________________________
 HF1095* NAD 83(1997)-  37 46 21.70493(N)    096 49 17.42024(W)     ADJUSTED  
 HF1095* NAVD 88     -       417.967  (meters)    1371.28   (feet)  ADJUSTED  
 HF1095  ___________________________________________________________________
 HF1095  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 HF1095  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HF1095  DYNAMIC HT  -         417.647 (meters)    1370.23  (feet)  COMP
 HF1095  MODELED GRAV-     979,849.6   (mgal)                       NAVD 88
 HF1095
 HF1095  HORZ ORDER  -  THIRD
 HF1095  VERT ORDER  -  THIRD
 HF1095
 HF1095.This mark is at Captain Jack Thomas/el Dorado Airport (EQA)
 HF1095
 HF1095.The horizontal coordinates were established by classical geodetic methods
 HF1095.and adjusted by the National Geodetic Survey in October 1998..
 HF1095
 HF1095.The orthometric height was determined by differential leveling
 HF1095.and adjusted by the National Geodetic Survey in June 1991..
 HF1095
 HF1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1095
 HF1095.The geoid height was determined by GEOID03.
 HF1095
 HF1095.The dynamic height is computed by dividing the NAVD 88
 HF1095.geopotential number by the normal gravity value computed on the
 HF1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1095.degrees latitude (g = 980.6199 gals.).
 HF1095
 HF1095.The modeled gravity was interpolated from observed gravity values.
 HF1095
 HF1095;                    North         East     Units Scale Factor Converg.
 HF1095;SPC KS S     -   524,083.139   547,863.180   MT  0.99993910   +1 01 53.3
 HF1095;UTM  14      - 4,182,830.491   691,866.489   MT  1.00005344   +1 20 05.3
 HF1095
 HF1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1095!SPC KS S     -   0.99993901  x   0.99993910  =   0.99987811
 HF1095!UTM  14      -   0.99993901  x   1.00005344  =   0.99999244
 HF1095
 HF1095:                Primary Azimuth Mark                     Grid Az
 HF1095:SPC KS S     -  EQA B                                    071 59 24.8
 HF1095:UTM  14      -  EQA B                                    071 41 12.8
 HF1095
 HF1095|---------------------------------------------------------------------|
 HF1095| PID    Reference Object                     Distance      Geod. Az  |
 HF1095|                                                           dddmmss.s |
 HF1095| HF1098 EQA B                               459.943 METERS 0730118.1 |
 HF1095|---------------------------------------------------------------------|
 HF1095
 HF1095                          SUPERSEDED SURVEY CONTROL
 HF1095
 HF1095  NAD 83(1997)-  37 46 21.71186(N)    096 49 17.40896(W) AD(       ) 3
 HF1095  NAD 83(1986)-  37 46 21.71980(N)    096 49 17.41518(W) AD(       ) 3
 HF1095  NAD 27      -  37 46 21.65640(N)    096 49 16.30934(W) AD(       ) 3
 HF1095  NGVD 29 (12/08/88)  417.83   (m)         1370.8    (f) LEVELING    3  
 HF1095
 HF1095.Superseded values are not recommended for survey control.
 HF1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1095.See file dsdata.txt to determine how the superseded data were derived.
 HF1095
 HF1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9186682830(NAD 83)
 HF1095_MARKER: DD = SURVEY DISK
 HF1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1095_SP_SET: CONCRETE POST
 HF1095_STAMPING: EQA A 1987
 HF1095_MARK LOGO: NOS   
 HF1095_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1095+STABILITY: SURFACE MOTION
 HF1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1095+SATELLITE: SATELLITE OBSERVATIONS - 1987
 HF1095
 HF1095  HISTORY     - Date     Condition        Report By
 HF1095  HISTORY     - 1987     MONUMENTED       NOS
 HF1095  HISTORY     - 1987     GOOD             NOSAMC
 HF1095
 HF1095                          STATION DESCRIPTION
 HF1095
 HF1095'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF1095'THE STATION IS LOCATED ABOUT 3.0 MILES (4.8 KM)
 HF1095'SOUTHEAST OF ELDORADO,KANSAS WEST OF THE NORTHEAST-SOUTHWEST EDGE
 HF1095'OF THE ELDORADO MUNICIPAL AIRPORT RUNWAY 4-22 NEAR THE SOUTHERLY
 HF1095'END ON THE PROPERTY OF THE MUNICIPAL AIRPORT.
 HF1095'OWNERSHIP--THE PROPERTY IS OWNED BY THE AIRPORT.
 HF1095'
 HF1095'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND MAIN
 HF1095'STREETS IN ELDORADO DRIVE SOUTH ON MAIN STREET ,US 54, CROSSING
 HF1095'OVER THE WALNUT RIVER FOR 2.6 MILES TO A ROAD TO THE LEFT EAST.
 HF1095'TURN LEFT AND PROCEED FOR 1.5 MILES TO THE ENTRANCE TO THE
 HF1095'MUNICIPAL AIRPORT ON THE RIGHT.  TURN RIGHT SOUTH AND DRIVE 0.2
 HF1095'MILE TO THE AIRPORT CONTROL BUILDING.  AFTER OBTAINING PERMISSION
 HF1095'DRIVE FIRST NORTHWESTERLY AROUND THE HANGAR BUILDINGS AND THEN
 HF1095'SOUTHEAST TO THE ASPHALT TAXIWAY.  FOLLOW THE TAXIWAY SOUTH TO THE
 HF1095'WESTERLY EDGE OF RUNWAY 4-22.  TURN RIGHT SOUTHWESTERLY AND DRIVE
 HF1095'ALONG THE EDGE OF THE RUNWAY TO AN AREA WHERE A NORTH AND WEST
 HF1095'FENCE CORNER IS PERPENDICULAR WITH THE RUNWAY.  TURN 90 DEGREES AND  C
 HF1095'GO FOR APPROXIMATELY 244 FEET TO THE STATION 19.9 FEET SOUTH FROM
 HF1095'THE CORNER.
 HF1095'
 HF1095'THE STATION IS A STANDARD NOS DISK
 HF1095'STAMPED---EQA A 1987---, SET INTO THE TOP OF A 10 INCH
 HF1095'DIAMETER ROUND CONCRETE MONUMENT. THE STATION IS FLUSH
 HF1095'WITH THE GROUND.  IT IS LOCATED 74.43 METERS (244.2 FEET) WEST
 HF1095'FROM THE WESTERLY EDGE OF THE 4-22 RUNWAY, AND 6.07 METERS
 HF1095'(19.9 FT) SOUTH FROM A NOS WITNESS SIGN NAILED TO A WOOD FENCE
 HF1095'CORNER.
 HF1095'
 HF1095'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HF1095'DESCRIBED BY R DECROIX.
 HF1095
 HF1095                          STATION RECOVERY (1987)
 HF1095
 HF1095'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 HF1095'4.8 KM (3.00 MI) NW FROM ELDORADO.
 HF1095'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES SOUTHEAST FROM ELDORADO
 HF1095'KANSAS WEST OF THE NORTH-EAST SOUTHWEST EDGE OF THE ELDORADO
 HF1095'MUNICIPAL AIRPORT 4-22 RUNWAY NEAR THE SOUTHERLY EDGE OF THE AIRPORT
 HF1095'PROPERTY.  TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 HF1095'MAIN STREET IN ELDORADO DRIVE SOUTH ON MAIN STREET, US 54, CROSSING
 HF1095'OVER THE WALNUT RIVER FOR 2.6 MILES TO AN ASPHALT ROAD TO THE LEFT.
 HF1095'TURN LEFT AND PROCEED FOR 1.5 MILES TO THE ENTRANCE TO THE AIRPORT ON
 HF1095'THE RIGHT.  TURN RIGHT, SOUTH, AND DRIVE 0.2 MILE TO THE AIRPORT
 HF1095'CONTROL BUILDING.  AFTER OBTAINING PERMISSION FROM THE AIRPORT
 HF1095'MANAGER TO GO ONTO THE AIRPORT PROPER DRIVE FIRST NORTHWESTERLY
 HF1095'AROUND HANGAR BUILDINGS AND THEN SOUTHEAST TO THE RUNWAY TAXIWAY.
 HF1095'FOLLOW THE TAXIWAY SOUTH TO THE WESTERLY EDGE OF RUNWAY 4-22.  TURN
 HF1095'RIGHT, SOUTHWESTERLY, AND DRIVE ALONG THE EDGE OF THE RUNWAY TO AN
 HF1095'AREA WHERE A NORTH AND WEST FENCE CORNER IS PERPENDICULAR WITH THE
 HF1095'RUNWAY.  TURN 90 DEGREES AND WALK FRO APPROXIMATELY 244 FEET TO THE
 HF1095'STATION 19.9 FEET SOUTH FROM THE FENCE CORNER.  THE STATION IS A
 HF1095'STANDARD NOS ALUMINUM DISK STAMPED EQA A 1987 SET INTO A CONCRETE
 HF1095'POST FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 244.2 FEET WEST
 HF1095'OF THE WESTERLY EDGE OF THE 4-22 RUNWAY AND 19.9 FEET SOUTH FROM A
 HF1095'NGS WITNESS SIGN NAILED TO A WOOD FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1098 ***********************************************************************
 HF1098  DESIGNATION -  EQA B
 HF1098  PID         -  HF1098
 HF1098  STATE/COUNTY-  KS/BUTLER
 HF1098  USGS QUAD   -  EL DORADO (1979)
 HF1098
 HF1098                         *CURRENT SURVEY CONTROL
 HF1098  ___________________________________________________________________
 HF1098* NAD 83(1997)-  37 46 26.06078(N)    096 48 59.44519(W)     ADJUSTED  
 HF1098* NAVD 88     -       419.790  (meters)    1377.26   (feet)  ADJUSTED  
 HF1098  ___________________________________________________________________
 HF1098  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 HF1098  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HF1098  DYNAMIC HT  -         419.468 (meters)    1376.20  (feet)  COMP
 HF1098  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 HF1098
 HF1098  HORZ ORDER  -  THIRD
 HF1098  VERT ORDER  -  THIRD
 HF1098
 HF1098.This mark is at Captain Jack Thomas/el Dorado Airport (EQA)
 HF1098
 HF1098.The horizontal coordinates were established by classical geodetic methods
 HF1098.and adjusted by the National Geodetic Survey in October 1998..
 HF1098
 HF1098.The orthometric height was determined by differential leveling
 HF1098.and adjusted by the National Geodetic Survey in June 1991..
 HF1098
 HF1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1098
 HF1098.The geoid height was determined by GEOID03.
 HF1098
 HF1098.The dynamic height is computed by dividing the NAVD 88
 HF1098.geopotential number by the normal gravity value computed on the
 HF1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1098.degrees latitude (g = 980.6199 gals.).
 HF1098
 HF1098.The modeled gravity was interpolated from observed gravity values.
 HF1098
 HF1098;                    North         East     Units Scale Factor Converg.
 HF1098;SPC KS S     -   524,225.336   548,300.561   MT  0.99993905   +1 02 04.4
 HF1098;UTM  14      - 4,182,975.018   692,303.161   MT  1.00005550   +1 20 16.4
 HF1098
 HF1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1098!SPC KS S     -   0.99993872  x   0.99993905  =   0.99987778
 HF1098!UTM  14      -   0.99993872  x   1.00005550  =   0.99999422
 HF1098
 HF1098:                Primary Azimuth Mark                     Grid Az
 HF1098:SPC KS S     -  EQA RWY 22                               028 43 34.0
 HF1098:UTM  14      -  EQA RWY 22                               028 25 22.0
 HF1098
 HF1098|---------------------------------------------------------------------|
 HF1098| PID    Reference Object                     Distance      Geod. Az  |
 HF1098|                                                           dddmmss.s |
 HF1098| HF1100 EQA RWY 22                          APPROX. 0.6 KM 0294538.4 |
 HF1098|---------------------------------------------------------------------|
 HF1098
 HF1098                          SUPERSEDED SURVEY CONTROL
 HF1098
 HF1098  NAD 83(1997)-  37 46 26.06772(N)    096 48 59.43393(W) AD(       ) 3
 HF1098  NAD 83(1986)-  37 46 26.07577(N)    096 48 59.44017(W) AD(       ) 3
 HF1098  NAD 27      -  37 46 26.01267(N)    096 48 58.33495(W) AD(       ) 3
 HF1098  NGVD 29 (12/08/88)  419.65   (m)         1376.8    (f) LEVELING    3  
 HF1098
 HF1098.Superseded values are not recommended for survey control.
 HF1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1098.See file dsdata.txt to determine how the superseded data were derived.
 HF1098
 HF1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9230382975(NAD 83)
 HF1098_MARKER: DD = SURVEY DISK
 HF1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1098_SP_SET: CONCRETE POST
 HF1098_STAMPING: EQA B 1987
 HF1098_MARK LOGO: NOS   
 HF1098_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1098+STABILITY: SURFACE MOTION
 HF1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1098+SATELLITE: SATELLITE OBSERVATIONS - 1987
 HF1098
 HF1098  HISTORY     - Date     Condition        Report By
 HF1098  HISTORY     - 1987     MONUMENTED       NOS
 HF1098  HISTORY     - 1987     GOOD             NOS
 HF1098
 HF1098                          STATION DESCRIPTION
 HF1098
 HF1098'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF1098'THE STATION IS LOCATED NEAR THE MIDDLE OF THE ELDORADO MUNICIPAL
 HF1098'AIRPORT SOUTH FROM THE 8-26 SOD RUNWAY, SOUTHWEST FROM THE
 HF1098'SOUTHWEST CORNER OF THE SOUTH END OF SOD RUNWAY 18-36, AND
 HF1098'APPROXIMATELY 490 FEET EAST FROM THE EASTERLY EDGE OF THE 4-22
 HF1098'RUNWAY NEAR THE WINDSOCK.
 HF1098'
 HF1098'TO REACH THE STATION FROM THE AIRPORT MUNICIPAL BUILDING FOLLOW THE
 HF1098'HARD SURFACE TAXIWAY SOUTH TO THE 4-22 HARD SURFACE RUNWAY.
 HF1098'PROCEED WITH CAUTION ACROSS THE RUNWAY AND TURN SOUTHWESTERLY ALONG
 HF1098'THE RUNWAY EDGE.  CROSS OVER THE SOD RUNWAY 8-26 AND CONTINUE ON TO
 HF1098'A POINT PERPENDICULAR TO THE WINDSOCK TO THE LEFT.  TURN LEFT
 HF1098'SOUTHEASTERLY TO THE WINDSOCK AND THE STATION 112.8 FEET TO THE
 HF1098'EAST.
 HF1098'
 HF1098'THE STATION IS A STANDARD NOS DISK STAMPED---EQA B 1987---, SET
 HF1098'INTOTHE TOP OF A 10 INCH DIAMETER ROUND MONUMENT RECESSED 2 INCHES
 HF1098'BELOW THE GROUND.  IT IS LOCATED 149.35 METERS ( 490 FEET ) EAST
 HF1098'FROM THE EAST EDGE OF RUNWAY 4-22, 34.38 METERS ( 112.8 FEET ) EAST
 HF1098'FROM A WINDSOCK ON A STEEL POLE, AND 31.09 METERS (102.0 FEET )
 HF1098'EASTERLY FROM A WOOD FENCE CORNER, AND 7.32 METERS (24.0 FEET )
 HF1098'NORTH FROM A EAST-WEST FENCE LINE.
 HF1098'
 HF1098'HEIGHT OF LIGHT WAS 1.5 METERS.
 HF1098'DESCRIBED BY R DECROIX.
 HF1098
 HF1098                          STATION RECOVERY (1987)
 HF1098
 HF1098'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HF1098'4.8 KM (3.00 MI) NE FROM ELDORADO.
 HF1098'THE STATION IS LOCATED NEAR THE MIDDLE OF THE ELDORADO MUNICIPAL
 HF1098'AIRPORT SOUTH OF THE 8-26 RUNWAY, SOUTHWEST OF THE SOUTHWEST CORNER
 HF1098'OF THE SOUTH END OF THE 18-36 RUNWAY AND APPROXIMATELY 490 FEET EAST
 HF1098'FROM THE EASTERLY EDGE OF THE 4-22 RUNWAY NEAR THE WINDSOCK.  TO USE
 HF1098'THE STATION CONTACT THE AIRPORT MANAGER.  THE STATION IS A STANDARD
 HF1098'NOS ALUMINUM DISK SET INTO A CONCRETE POST FLUSH WITH THE EXISTING
 HF1098'GROUND.  IT IS LOCATED 490 FEET EAST OF THE EAST EDGE OF THE 4-22
 HF1098'RUNWAY, 112.8 FEET EAST OF A WINDSOCK ON A STEEL POLE, 102.0 FEET
 HF1098'EASTERLY FROM A WOOD FENCE CORNER, AND 24.0 FEET NORTH OF A EAST-WEST
 HF1098'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0875 ***********************************************************************
 JG0875  DESIGNATION -  ERICKSON
 JG0875  PID         -  JG0875
 JG0875  STATE/COUNTY-  KS/EDWARDS
 JG0875  USGS QUAD   -  ROZEL SE (1972)
 JG0875
 JG0875                         *CURRENT SURVEY CONTROL
 JG0875  ___________________________________________________________________
 JG0875* NAD 83(1997)-  38 00 55.11448(N)    099 22 30.69642(W)     ADJUSTED  
 JG0875* NAVD 88     -       675.     (meters)    2215.     (feet)  SCALED    
 JG0875  ___________________________________________________________________
 JG0875  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 JG0875  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 JG0875
 JG0875  HORZ ORDER  -  FIRST
 JG0875
 JG0875.The horizontal coordinates were established by classical geodetic methods
 JG0875.and adjusted by the National Geodetic Survey in October 1998..
 JG0875
 JG0875.The orthometric height was scaled from a topographic map.
 JG0875
 JG0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0875
 JG0875.The geoid height was determined by GEOID03.
 JG0875
 JG0875;                    North         East     Units Scale Factor Converg.
 JG0875;SPC KS S     -   550,039.902   323,151.531   MT  0.99993737   -0 32 16.2
 JG0875;UTM  14      - 4,207,580.063   467,065.809   MT  0.99961336   -0 13 51.9
 JG0875
 JG0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0875!SPC KS S     -   0.99989815  x   0.99993737  =   0.99983552
 JG0875!UTM  14      -   0.99989815  x   0.99961336  =   0.99951155
 JG0875
 JG0875:                Primary Azimuth Mark                     Grid Az
 JG0875:SPC KS S     -  KANSAS STATE HOSPITAL WATER TANK         048 32 39.0
 JG0875:UTM  14      -  KANSAS STATE HOSPITAL WATER TANK         048 14 14.7
 JG0875
 JG0875|---------------------------------------------------------------------|
 JG0875| PID    Reference Object                     Distance      Geod. Az  |
 JG0875|                                                           dddmmss.s |
 JG0875| JG0871 KANSAS STATE HOSPITAL WATER TANK    APPROX.25.9 KM 0480022.8 |
 JG0875| JG0872 KANSAS STATE HOSP TALL STACK        APPROX.25.8 KM 0481257.7 |
 JG0875| JG0866 LARNED MUNICIPAL STANDPIPE          APPROX.29.4 KM 0522006.1 |
 JG0875| JG0863 LARNED MUN ELEC LT PLANT STACK      APPROX.30.0 KM 0532404.0 |
 JG0875| CK8647 ERICKSON AZ MK                                     0870125.4 |
 JG0875| CK8650 ERICKSON RM 3                        29.580 METERS 08840     |
 JG0875| HG0885 BELPRE MUNICIPAL TANK               APPROX.25.3 KM 1063700.7 |
 JG0875| CK8648 ERICKSON RM 1                        19.885 METERS 11502     |
 JG0875| HG0924 LEWIS MUNICIPAL TANK                APPROX.13.8 KM 1290251.8 |
 JG0875| HG0932 KINSLEY CONGREGATIONAL CHURCH SPIRE APPROX.10.8 KM 1962943.6 |
 JG0875| HG0934 KINSLEY MUN WATER TANK              APPROX.10.9 KM 2002144.6 |
 JG0875| HG0931 KINSLEY MUNICIPAL STANDPIPE         APPROX.10.9 KM 2002603.4 |
 JG0875| HG0997 OFFERLE ST JOSEPH CATH CH           APPROX.19.0 KM 2223743.3 |
 JG0875| CK8649 ERICKSON RM 2                        17.726 METERS 24032     |
 JG0875| HG1028 SPEARVILLE ST JOHNS CATH CH         APPROX.38.2 KM 2405433.0 |
 JG0875| HG1027 SPEARVILLE MUNICIPAL TANK           APPROX.38.0 KM 2412209.8 |
 JG0875| JG0879 ST PETERS AND PAULS CATH CH         APPROX. 7.6 KM 2572152.3 |
 JG0875| HG1006 RED BRICK CHURCH LONE SPIRE         APPROX.23.7 KM 2615907.2 |
 JG0875| CK8651 ERICKSON RM 4                        30.194 METERS 27004     |
 JG0875| JG0878 PEACE EVAN LUTHERAN CH SPIRE        APPROX. 3.0 KM 3002828.5 |
 JG0875| JG0880 KINSLEY FAA RADAR MICROWAVE         APPROX. 3.4 KM 3430852.4 |
 JG0875|---------------------------------------------------------------------|
 JG0875
 JG0875                          SUPERSEDED SURVEY CONTROL
 JG0875
 JG0875  NAD 83(1997)-  38 00 55.12235(N)    099 22 30.69561(W) AD(       ) 1
 JG0875  NAD 83(1986)-  38 00 55.12162(N)    099 22 30.69521(W) AD(       ) 1
 JG0875  NAD 27      -  38 00 55.06149(N)    099 22 29.27903(W) AD(       ) 1
 JG0875
 JG0875.Superseded values are not recommended for survey control.
 JG0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0875.See file dsdata.txt to determine how the superseded data were derived.
 JG0875
 JG0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6706607580(NAD 83)
 JG0875_MARKER: DS = TRIANGULATION STATION DISK
 JG0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0875_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0875
 JG0875  HISTORY     - Date     Condition        Report By
 JG0875  HISTORY     - 1934     MONUMENTED       CGS
 JG0875  HISTORY     - 1964     GOOD             CGS
 JG0875
 JG0875                          STATION DESCRIPTION
 JG0875
 JG0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0875'STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE SOUTHEAST
 JG0875'QUARTER OF SEC. 26, R. 19 W., T. 23 S., ON PROPERTY OWNED BY
 JG0875'L. ERICKSON.  MARK SET AS DESCRIBED IN NOTES 1B AND 7A.
 JG0875'
 JG0875'TO REACH FROM RAILROAD CROSSING ON STATE HIGHWAY 1 IN
 JG0875'EAST PART OF KINSLEY, GO EAST ON STATE HIGHWAY 1 FOR 0.5
 JG0875'MILE, CONTINUE NORTH ON SAID ROUTE FOR 6.0 MILES, TURN LEFT
 JG0875'(EAST) AT CROSSROADS AND GO 1.55 MILES OR 0.55 MILE PAST
 JG0875'SCHOOLHOUSE ON SOUTH TO HIGHEST POINT ON SECOND HILL.  MARK IS
 JG0875'15 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD IN EAST-WEST
 JG0875'FENCE LINE AND PROJECTS 6 INCHES.
 JG0875'
 JG0875'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF CENTERLINE OF ROAD,
 JG0875'IN EAST-WEST FENCE LINE AND PROJECTS 6 INCHES.
 JG0875'
 JG0875'REFERENCE MARK NO. 2 IS 15 FEET SOUTH OF CENTERLINE OF ROAD IN
 JG0875'EAST-WEST FENCE LINE AND PROJECTS 6 INCHES.
 JG0875'
 JG0875'TO REACH AZIMUTH MARK FROM STATION, GO EAST 1.1 MILES, MARK IS
 JG0875'400 FEET NORTH OF CENTERLINE OF ROAD, 200 FEET WEST OF WEST
 JG0875'SIDE OF BARN, 150 FEET NORTH OF NORTH END OF DIPPING VAT IN THE
 JG0875'NORTHEAST CORNER OF FENCE AROUND BARNYARD AND PROJECTS 6 INCHES.
 JG0875'
 JG0875'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 JG0875
 JG0875                          STATION RECOVERY (1964)
 JG0875
 JG0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0875'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 JG0875'GOOD CONDITION.  BOTH REFERENCE MARKS HAVE BEEN DESTROYED BY
 JG0875'FARMING IN THE AREA.  THE HORIZONTAL DIRECTION TO THE AZIMUTH MARK
 JG0875'WAS CHECKED.  TWO NEW REFERENCE MARKS WERE ESTABLISHED AT THIS
 JG0875'TIME.  A NEW DESCRIPTION FOLLOWS.
 JG0875'
 JG0875'THE STATION IS 9 MILES SOUTHWEST OF GARFIELD, 7 MILES NORTHEAST OF
 JG0875'KINSLEY, ALONG THE SOUTH EDGE OF A CULTIVATED FIELD, IN SECTION 26,
 JG0875'T. 23 S., R. 19 W., ON PROPERTY OWNED BY MR. RUSSELL ERICKSON.
 JG0875'
 JG0875'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND 183
 JG0875'IN THE NORTHEAST EDGE OF KINSLEY, GO NORTH ON U.S. HIGHWAY 183 FOR
 JG0875'5.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRADED ROAD
 JG0875'FOR 1.0 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, EAST ON A
 JG0875'GRADED ROAD FOR 0.6 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JG0875'
 JG0875'THE STATION MARK, A STANDARD DISK STAMPED ERICKSON 1934, IS SET IN
 JG0875'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS 6 INCHES BELOW THE
 JG0875'SURFACE OF THE GROUND.  IT IS 21 FEET NORTH OF THE CENTER OF A
 JG0875'GRADED ROAD, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ALONG THE
 JG0875'SOUTH EDGE OF A CULTIVATED FIELD.  THE UNDERGROUND MARK WAS NOT
 JG0875'INSPECTED.
 JG0875'
 JG0875'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ERICKSON NO 3 1934,
 JG0875'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS SET
 JG0875'FLUSH.  IT IS 22 FEET NORTH OF THE CENTER OF A GRADED ROAD, 2.3
 JG0875'FEET WEST OF A METAL WITNESS POST, ALONG THE SOUTH EDGE OF A
 JG0875'CULTIVATED FIELD.
 JG0875'
 JG0875'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ERICKSON NO 4 1934, IS
 JG0875'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS SET
 JG0875'FLUSH.  IT IS 21 FEET NORTH OF THE CENTER OF A GRADED ROAD, 2 FEET
 JG0875'EAST OF A METAL WITNESS POST, ALONG THE SOUTH EDGE OF A CULTIVATED
 JG0875'FIELD.
 JG0875'
 JG0875'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED ERICKSON
 JG0875'AZI 1934, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 JG0875'PROJECTS 12 INCHES.  IT IS 174 FEET WEST OF THE SOUTHWEST CORNER OF
 JG0875'A BARN, 22 FEET SOUTH OF AN EAST-WEST FENCE AND 15-1/2 FEET EAST OF
 JG0875'A NORTH-SOUTH FENCE.
 JG0875'
 JG0875'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A TRACK ROAD
 JG0875'FOR 1.1 MILES TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH FOR
 JG0875'0.05 MILE TO A FARM HOUSE.  TURN LEFT AND GO WEST PASSING THROUGH A
 JG0875'FEED LOT FOR 0.1 MILE TO THE MARK AS DESCRIBED.
 JG0875'
 JG0875'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0347 ***********************************************************************
 HE0347  DESIGNATION -  ERIE
 HE0347  PID         -  HE0347
 HE0347  STATE/COUNTY-  KS/NEOSHO
 HE0347  USGS QUAD   -  ERIE (1973)
 HE0347
 HE0347                         *CURRENT SURVEY CONTROL
 HE0347  ___________________________________________________________________
 HE0347* NAD 83(1986)-  37 33 59.     (N)    095 14 30.     (W)     SCALED    
 HE0347* NAVD 88     -       271.308  (meters)     890.12   (feet)  ADJUSTED  
 HE0347  ___________________________________________________________________
 HE0347  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HE0347  DYNAMIC HT  -         271.096 (meters)     889.42  (feet)  COMP
 HE0347  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 HE0347
 HE0347  VERT ORDER  -  SECOND    CLASS 0
 HE0347
 HE0347.The horizontal coordinates were scaled from a topographic map and have
 HE0347.an estimated accuracy of +/- 6 seconds.
 HE0347
 HE0347.The orthometric height was determined by differential leveling
 HE0347.and adjusted by the National Geodetic Survey in June 1991..
 HE0347
 HE0347.The geoid height was determined by GEOID03.
 HE0347
 HE0347.The dynamic height is computed by dividing the NAVD 88
 HE0347.geopotential number by the normal gravity value computed on the
 HE0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0347.degrees latitude (g = 980.6199 gals.).
 HE0347
 HE0347.The modeled gravity was interpolated from observed gravity values.
 HE0347
 HE0347;                    North         East    Units  Estimated Accuracy
 HE0347;SPC KS S     -   504,890.      687,790.      MT  (+/- 180 meters Scaled)
 HE0347
 HE0347                          SUPERSEDED SURVEY CONTROL
 HE0347
 HE0347  NGVD 29 (??/??/92)  271.182  (m)          889.70   (f) ADJ UNCH    2 0
 HE0347
 HE0347.Superseded values are not recommended for survey control.
 HE0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0347.See file dsdata.txt to determine how the superseded data were derived.
 HE0347
 HE0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB020600(NAD 83)
 HE0347_MARKER: DB = BENCH MARK DISK
 HE0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0347_STAMPING: ERIE 1934
 HE0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0347+STABILITY: SURFACE MOTION
 HE0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0347+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 HE0347
 HE0347  HISTORY     - Date     Condition        Report By
 HE0347  HISTORY     - 1934     MONUMENTED       CGS
 HE0347  HISTORY     - 1964     GOOD             NGS
 HE0347  HISTORY     - 20050804 GOOD             GEOCAC
 HE0347
 HE0347                          STATION DESCRIPTION
 HE0347
 HE0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0347'AT ERIE.
 HE0347'AT ERIE NEOSHO COUNTY, IN THE CITY PARK, 47 FEET NORTH OF THE
 HE0347'CENTER LINE OF EAST THIRD STREET, AND 146 FEET EAST OF THE
 HE0347'CENTER LINE OF A GRAVEL STREET.  A STANDARD DISK, STAMPED
 HE0347'ERIE 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 HE0347'BENCH MARK WAS FOUND TO BE ABOUT 1 INCH UNDER THE SURFACE, 32.0
 HE0347'FEET NORTHEAST OF LIGHT POLE AND 28.0 FEET EAST OF WATER FOUNTAIN.
 HE0347
 HE0347                          STATION RECOVERY (1964)
 HE0347
 HE0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0347'RECOVERED IN GOOD CONDITION.
 HE0347
 HE0347                          STATION RECOVERY (2005)
 HE0347
 HE0347'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE0347'IN THE CITY PARK PLAYGROUND, 18.8 METERS WEST OF A NORTH-SOUTH FENCE
 HE0347'ON THE EAST SIDE OF THE PARK, 10.46 METERS SOUTHEAST OF THE SOUTHEAST
 HE0347'CORNER POST OF A FENCE SURROUNDING A SWIMMING POOL, 9.3 METERS WNW OF
 HE0347'THE SOUTHEAST CORNER OF A SLAB FOR COVERED BLEACHERS, AND 8.3 METERS
 HE0347'NORTH OF AN EAST-WEST FENCE ON THE SOUTH SIDE OF THE PARK.
 HE0347' 
 HE0347'A STANDARD DISK STAMPED ERIE 1934 AND SET IN THE TOP OF A CONCRETE
 HE0347'POST AND FLUSH WITH THE GROUND.
 HE0347' 
 HE0347'HANDHELD GPS COORDINATES (NAD 83) N37 33 59.2 W95 14 29.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1164 ***********************************************************************
 HE1164  DESIGNATION -  ERIE
 HE1164  PID         -  HE1164
 HE1164  STATE/COUNTY-  KS/NEOSHO
 HE1164  USGS QUAD   -  ERIE (1973)
 HE1164
 HE1164                         *CURRENT SURVEY CONTROL
 HE1164  ___________________________________________________________________
 HE1164* NAD 83(1997)-  37 33 40.69971(N)    095 10 45.95477(W)     ADJUSTED  
 HE1164* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 HE1164  ___________________________________________________________________
 HE1164  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 HE1164  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HE1164
 HE1164  HORZ ORDER  -  SECOND
 HE1164
 HE1164.The horizontal coordinates were established by classical geodetic methods
 HE1164.and adjusted by the National Geodetic Survey in October 1998..
 HE1164
 HE1164.The orthometric height was scaled from a topographic map.
 HE1164
 HE1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1164
 HE1164.The geoid height was determined by GEOID03.
 HE1164
 HE1164;                    North         East     Units Scale Factor Converg.
 HE1164;SPC KS S     -   504,514.750   693,307.313   MT  0.99995514   +2 02 26.1
 HE1164;UTM  15      - 4,159,375.211   307,505.426   MT  1.00005643   -1 19 44.4
 HE1164
 HE1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1164!SPC KS S     -   0.99995836  x   0.99995514  =   0.99991350
 HE1164!UTM  15      -   0.99995836  x   1.00005643  =   1.00001478
 HE1164
 HE1164:                Primary Azimuth Mark                     Grid Az
 HE1164:SPC KS S     -  ST PAUL ST FRANCIS CATH CH CUP           162 15 36.3
 HE1164:UTM  15      -  ST PAUL ST FRANCIS CATH CH CUP           165 37 46.8
 HE1164
 HE1164|---------------------------------------------------------------------|
 HE1164| PID    Reference Object                     Distance      Geod. Az  |
 HE1164|                                                           dddmmss.s |
 HE1164| HE0682 ST PAUL ST FRANCIS CATH CH CUP      APPROX. 5.3 KM 1641802.4 |
 HE1164| HE0683 ST PAUL MUNICIPAL TANK              APPROX. 4.7 KM 1735624.7 |
 HE1164| CL5168 ERIE RM 1                            27.883 METERS 24333     |
 HE1164| HE0685 ERIE MUNICIPAL TANK                 APPROX. 5.2 KM 2771459.2 |
 HE1164| CL5170 ERIE RM 3                            25.783 METERS 28901     |
 HE1164| CL5169 ERIE RM 2                            26.873 METERS 29159     |
 HE1164| CL5167 ERIE AZ MK                                         3560948.0 |
 HE1164|---------------------------------------------------------------------|
 HE1164
 HE1164                          SUPERSEDED SURVEY CONTROL
 HE1164
 HE1164  NAD 83(1997)-  37 33 40.70447(N)    095 10 45.95489(W) AD(       ) 2
 HE1164  NAD 83(1986)-  37 33 40.70961(N)    095 10 45.94418(W) AD(       ) 2
 HE1164  NAD 27      -  37 33 40.52818(N)    095 10 45.02823(W) AD(       ) 2
 HE1164
 HE1164.Superseded values are not recommended for survey control.
 HE1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1164.See file dsdata.txt to determine how the superseded data were derived.
 HE1164
 HE1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0750559375(NAD 83)
 HE1164_MARKER: DS = TRIANGULATION STATION DISK
 HE1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1164
 HE1164  HISTORY     - Date     Condition        Report By
 HE1164  HISTORY     - 1965     MONUMENTED       CGS
 HE1164  HISTORY     - 1974     GOOD             NGS
 HE1164
 HE1164                          STATION DESCRIPTION
 HE1164
 HE1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1164'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF WALNUT, 3-1/2
 HE1164'MILES EAST OF ERIE AND 3 MILES NORTH OF ST. PAUL, IN PASTURE
 HE1164'LAND.
 HE1164'
 HE1164'TO REACH THE STATION FROM THE COURTHOUSE IN ERIE, GO SOUTH
 HE1164'ON STATE HIGHWAY 108 FOR 0.2 MILE TO WHERE HIGHWAY 108 TURNS
 HE1164'RIGHT.  TURN LEFT AND GO EAST ON PAVED ROAD FOR 1.5 MILES TO A
 HE1164'T-ROAD JUNCTION AT A CEMETERY.  TURN RIGHT AND GO SOUTH
 HE1164'ON PAVED AND GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN
 HE1164'LEFT AND GO EAST ON GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD
 HE1164'AND AN OLD ABANDONED SCHOOLHOUSE IN THE NORTHWEST ANGLE OF
 HE1164'THE ROADS.  TURN RIGHT AND GO NORTH OF GRAVELED ROAD FOR 0.2
 HE1164'MILE TO AN IRON GATE AND THE STATION ON THE RIGHT.  TO
 HE1164'REACH THE AZIMUTH MARK, CONTINUE NORTH ON GRAVELED ROAD
 HE1164'FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 HE1164'
 HE1164'STATION MARK IS A STANDARD DISK, STAMPED ERIE 1964, SET IN
 HE1164'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 HE1164'GROUND SURFACE.  IT IS 110 FEET EAST OF THE CENTERLINE OF
 HE1164'THE GRAVELED ROAD, 83 FEET EAST OF A NORTH-SOUTH FENCE LINE
 HE1164'AND 42 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 HE1164'
 HE1164'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ERIE NO 1 1964,
 HE1164'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 HE1164'THE GROUND SURFACE.  IT IS 29 FEET EAST OF THE CENTERLINE
 HE1164'OF THE GRAVELED ROAD, 15 FEET SOUTH OF THE SOUTH GATE POST,
 HE1164'1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE, 1 FOOT EAST
 HE1164'OF A WITNESS POST AND ABOUT 3 FEET LOWER THAN THE STATION.
 HE1164'
 HE1164'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ERIE NO 2 1964,
 HE1164'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 HE1164'FLUSH WITH THE GROUNJD SURFACE.  IT IS 2M FEET EAST OF THE
 HE1164'CENTERLINE OF THE GRAVLED ROAD, 2 FEET SOUTHEAST OF A
 HE1164'T-JUNCTION OF FENCE LINES AND ABOUT 2 FEET LOWER THAN THE
 HE1164'STATION.
 HE1164'
 HE1164'AZIMUTH MARK IS A STANDARD DISK, STAMPED ERIE 1964, SET INL
 HE1164'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HE1164'WITH THE GROUND SURFACE.  IT IS 26 FEET EAST OF THE CENTERLINE
 HE1164'OF A GRAVELED ROAD, 9 FEET SOUTH OF THE CENTERLINE OF A
 HE1164'DRIVEWAY, 1 FOOT WEST OF A WIRE FENCE LINE AND 1 FOOT NORTHWEST
 HE1164'OF A WITNESS POST.
 HE1164'
 HE1164'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HE1164
 HE1164                          STATION RECOVERY (1974)
 HE1164
 HE1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HE1164'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 HE1164'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 HE1164'LYING ON TOP THE GROUND.  THE DISTANCE AND DIRECTION TO REFERENCE
 HE1164'MARK 1 COMPARED GOOD WITH THE PREVIOUS DATA.  REFERENCE MARK 3 WAS
 HE1164'ESTABLISHED THIS DATE.  DUE TO SEVERAL CORRECTION FOR THE
 HE1164'DESCRIPTION, A NEW COMPLETE DESCRIPTION FOLLOWS--
 HE1164'
 HE1164'THE STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF WALNUT, 3-1/2 MILES
 HE1164'EAST OF ERIE AND 3 MILES NORTH OF ST. PAUL, ON A HILL IN PASTURE
 HE1164'LAND OWNED BY A MR. OBRIAN WHO LIVES AT ST. PAUL.
 HE1164'
 HE1164'TO REACH THE STATION FROM THE COURTHOUSE IN ERIE, GO SOUTH ON STATE
 HE1164'HIGHWAY 108 FOR 0.2 MILE TO WHERE THE HIGHWAY TURNS RIGHT.  TURN
 HE1164'LEFT AND GO EAST ON A PAVED ROAD FOR 1.5 MILES TO A T-ROAD JUNCTION
 HE1164'AT A CEMETERY.  TURN RIGHT AND GO SOUTH ON PAVED AND GRAVELED ROAD
 HE1164'FOR 0.5 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED
 HE1164'ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 HE1164'GRAVELED ROAD FOR 0.2 MILE TO AN IRON GATE, OIL STORAGE TANKS
 HE1164'AND THE STATION ON THE RIGHT.
 HE1164'
 HE1164'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ERIE 1964, SET
 HE1164'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 HE1164'BELOW THE GROUND SURFACE.  IT IS 112 FEET EAST OF THE CENTER OF THE
 HE1164'GRAVELED ROAD, 84.5 FEET EAST-SOUTHEAST OF THE METAL WITNESS POST
 HE1164'AT REFERENCE MARK 3, 44.5 FEET SOUTH OF AN EAST-WEST FENCE, AND 8
 HE1164'FEET WEST-NORTHWEST OF THE CENTER OF A LARGE PILE OF ROCKS.
 HE1164'
 HE1164'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ERIE NO 1 1964, SET IN
 HE1164'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 HE1164'THE GROUND SURFACE.  IT IS 15 FEET SOUTH OF THE SOUTH END GATE
 HE1164'POST, 7 FEET NORTH OF THE NORTH EDGE OF A 3 BY 6 FOOT ROCK
 HE1164'PROJECTING ABOUT 18 INCHES AND 2.5 FEET NORTHEAST OF A METAL
 HE1164'WITNESS POST.
 HE1164'
 HE1164'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ERIE 1964 NO 3 1974,
 HE1164'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 HE1164'WITH THE GROUND SURFACE.  IT IS 35.5 FEET NORTH OF THE NORTH END
 HE1164'GATE POST, 30 FEET EAST OF THE CENTER OF THE ROAD, 6 FEET SOUTH OF
 HE1164'A T-CORNER FENCE POST, 1.5 FEET SOUTH OF THE METAL WITNESS POST
 HE1164'AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE.
 HE1164'
 HE1164'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ERIE 1964, SET IN THE
 HE1164'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 HE1164'GROUND SURFACE.  IT IS 26 FEET EAST OF THE CENTER OF THE GRAVELED
 HE1164'ROAD, 7 FEET SOUTH OF THE CENTER OF A DRIVEWAY INTO A PASTURE, 2
 HE1164'FEET WEST OF THE SOUTH END GATE POST AND 1 FOOT NORTHWEST OF A
 HE1164'METAL WITNESS POST.
 HE1164'
 HE1164'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 HE1164'GRAVELED ROAD FOR 0.25 MILE TO A GATE AND THE AZIMUTH MARK ON THE
 HE1164'RIGHT.
 HE1164'
 HE1164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES EAST
 HE1164'OF ERIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0685 ***********************************************************************
 HE0685  DESIGNATION -  ERIE MUNICIPAL TANK
 HE0685  PID         -  HE0685
 HE0685  STATE/COUNTY-  KS/NEOSHO
 HE0685  USGS QUAD   -  ERIE (1973)
 HE0685
 HE0685                         *CURRENT SURVEY CONTROL
 HE0685  ___________________________________________________________________
 HE0685* NAD 83(1997)-  37 34 01.77187(N)    095 14 14.55887(W)     ADJUSTED  
 HE0685* NAVD 88     -                                                        
 HE0685  ___________________________________________________________________
 HE0685  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HE0685  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HE0685
 HE0685  HORZ ORDER  -  THIRD
 HE0685
 HE0685.The horizontal coordinates were established by classical geodetic methods
 HE0685.and adjusted by the National Geodetic Survey in October 1998..
 HE0685
 HE0685
 HE0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0685
 HE0685.The geoid height was determined by GEOID03.
 HE0685
 HE0685;                    North         East     Units Scale Factor Converg.
 HE0685;SPC KS S     -   504,983.279   688,168.333   MT  0.99995452   +2 00 17.9
 HE0685;UTM  15      - 4,160,145.067   302,402.288   MT  1.00008096   -1 21 52.4
 HE0685
 HE0685                          SUPERSEDED SURVEY CONTROL
 HE0685
 HE0685  NAD 83(1997)-  37 34 01.77656(N)    095 14 14.55870(W) AD(       ) 4
 HE0685  NAD 83(1986)-  37 34 01.78179(N)    095 14 14.54781(W) AD(       ) 4
 HE0685  NAD 27      -  37 34 01.60201(N)    095 14 13.62094(W) AD(       ) 3
 HE0685
 HE0685.Superseded values are not recommended for survey control.
 HE0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0685.See file dsdata.txt to determine how the superseded data were derived.
 HE0685
 HE0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0240260145(NAD 83)
 HE0685_MARKER: 53 = ELEVATED TANK
 HE0685
 HE0685  HISTORY     - Date     Condition        Report By
 HE0685  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0685  HISTORY     - 20050804 GOOD             GEOCAC
 HE0685
 HE0685                          STATION DESCRIPTION
 HE0685
 HE0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0685'THE STATION IS THE CENTER OF THE TOP OF A 120 FOOT HIGH
 HE0685'ELEVATED TANK, LOCATED AT THE EAST EDGE OF TOWN, 0.8 MILE
 HE0685'EAST OF U.S. HIGHWAY 59 AND STATE HIGHWAY 57 AND ABOUT 200
 HE0685'FEET WEST OF THE RAILROAD TRACKS.
 HE0685
 HE0685                          STATION RECOVERY (2005)
 HE0685
 HE0685'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE0685'A SILVER TANK WITH A GREEN ROOF, AND ERIE ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0902 ***********************************************************************
 KF0902  DESIGNATION -  ERLY
 KF0902  PID         -  KF0902
 KF0902  STATE/COUNTY-  KS/LINCOLN
 KF0902  USGS QUAD   -  TESCOTT (1965)
 KF0902
 KF0902                         *CURRENT SURVEY CONTROL
 KF0902  ___________________________________________________________________
 KF0902* NAD 83(1997)-  39 03 23.22666(N)    097 59 47.32817(W)     ADJUSTED  
 KF0902* NAVD 88     -       496.     (meters)    1627.     (feet)  SCALED    
 KF0902  ___________________________________________________________________
 KF0902  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 KF0902  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 KF0902
 KF0902  HORZ ORDER  -  THIRD
 KF0902
 KF0902.The horizontal coordinates were established by classical geodetic methods
 KF0902.and adjusted by the National Geodetic Survey in October 1998..
 KF0902
 KF0902.The orthometric height was scaled from a topographic map.
 KF0902
 KF0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0902
 KF0902.The geoid height was determined by GEOID03.
 KF0902
 KF0902;                    North         East     Units Scale Factor Converg.
 KF0902;SPC KS N     -    80,273.968   400,304.667   MT  0.99996257   +0 00 08.0
 KF0902;UTM  14      - 4,323,520.273   586,828.385   MT  0.99969283   +0 37 56.4
 KF0902
 KF0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0902!SPC KS N     -   0.99992644  x   0.99996257  =   0.99988902
 KF0902!UTM  14      -   0.99992644  x   0.99969283  =   0.99961930
 KF0902
 KF0902|---------------------------------------------------------------------|
 KF0902| PID    Reference Object                     Distance      Geod. Az  |
 KF0902|                                                           dddmmss.s |
 KF0902| CN9256 ERLY RM 1                            17.056 METERS 13955     |
 KF0902| JF1637 BEVERLY                             APPROX. 8.2 KM 1723653.4 |
 KF0902| CN9257 ERLY RM 2                            17.932 METERS 22252     |
 KF0902|---------------------------------------------------------------------|
 KF0902
 KF0902                          SUPERSEDED SURVEY CONTROL
 KF0902
 KF0902  NAD 83(1986)-  39 03 23.23622(N)    097 59 47.32781(W) AD(       ) 3
 KF0902  NAD 27      -  39 03 23.21970(N)    097 59 46.16010(W) AD(       ) 3
 KF0902
 KF0902.Superseded values are not recommended for survey control.
 KF0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0902.See file dsdata.txt to determine how the superseded data were derived.
 KF0902
 KF0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ8682823520(NAD 83)
 KF0902_MARKER: DS = TRIANGULATION STATION DISK
 KF0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0902
 KF0902  HISTORY     - Date     Condition        Report By
 KF0902  HISTORY     - 1960     MONUMENTED       CGS
 KF0902  HISTORY     - 1969     GOOD             CGS
 KF0902
 KF0902                          STATION DESCRIPTION
 KF0902
 KF0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 KF0902'THE STATION IS 2-1/2 MILES NORTH-NORTHWEST OF BEVERLY, ON THE
 KF0902'SUMMIT OF A HIGH CULTIVATED RIDGE, ON THE NORTH SIDE OF A
 KF0902'GRAVELED ROAD WINDING FROM EAST TO WEST ALONG THE SUMMIT OF
 KF0902'THIS RIDGE.
 KF0902'
 KF0902'TO REACH FROM THE POST OFFICE IN BEVERLY, DRIVE NORTH ON A
 KF0902'GRAVELED ROAD FOR 0.6 MILE TO STATE HIGHWAY K 18.  TURN LEFT
 KF0902'AND DRIVE WEST FOR 0.45 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 KF0902'RIGHT AND DRIVE NORTH FOR 1.5 MILES TO A SIDE ROAD ON THE LEFT.
 KF0902'TURN LEFT AND DRIVE WESTERLY UP-GRADE FOR 1.1 MILES TO THE
 KF0902'STATION ON THE RIGHT.
 KF0902'
 KF0902'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 KF0902'STAMPED ERLY 1960.  THE SURFACE MARK IS SET IN THE TOP OF A
 KF0902'SQUARE CONCRETE POST, 12 INCHES BELOW THE SURFACE OF THE GROUND.
 KF0902'IT IS 25.5 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD AND
 KF0902'4.5 FEET NORTHEAST OF A POWER POLE.
 KF0902'
 KF0902'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS, STAMPED ERLY NO 1
 KF0902'1960 AND ERLY NO 2 1960, EACH SET IN THE TOP OF A SQUARE CONCRETE
 KF0902'POST, PROJECTING 2 INCHES, 18.0 FEET SOUTH OF THE CENTER OF THE
 KF0902'EAST-WEST ROAD AND 1.0 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 KF0902'FENCE.  NUMBER 1 IS 3 FEET NORTHEAST OF A STONE FENCE POST AND
 KF0902'NUMBER 2 IS 2 FEET NORTHEAST OF A STONE FENCE POST.
 KF0902
 KF0902                          STATION RECOVERY (1969)
 KF0902
 KF0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0902'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 KF0902'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KF0902'
 KF0902'A METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF THE STATION MARK.
 KF0902'
 KF0902'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 KF0902'NORTH-NORTHWEST OF BEVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1087 ***********************************************************************
 KF1087  DESIGNATION -  ERRICSSEN RESET
 KF1087  PID         -  KF1087
 KF1087  STATE/COUNTY-  KS/RILEY
 KF1087  USGS QUAD   -  KEATS (1992)
 KF1087
 KF1087                         *CURRENT SURVEY CONTROL
 KF1087  ___________________________________________________________________
 KF1087* NAD 83(1997)-  39 11 26.13708(N)    096 42 44.38215(W)     ADJUSTED  
 KF1087* NAVD 88     -       412.4    (meters)    1353.     (feet)  VERTCON   
 KF1087  ___________________________________________________________________
 KF1087  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 KF1087  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 KF1087
 KF1087  HORZ ORDER  -  FIRST
 KF1087
 KF1087.The horizontal coordinates were established by classical geodetic methods
 KF1087.and adjusted by the National Geodetic Survey in October 1998..
 KF1087
 KF1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1087
 KF1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1087
 KF1087.The geoid height was determined by GEOID03.
 KF1087
 KF1087;                    North         East     Units Scale Factor Converg.
 KF1087;SPC KS N     -    95,956.389   511,237.997   MT  0.99995740   +0 48 53.0
 KF1087;UTM  14      - 4,340,420.432   697,571.639   MT  1.00008065   +1 26 45.8
 KF1087
 KF1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1087!SPC KS N     -   0.99993996  x   0.99995740  =   0.99989736
 KF1087!UTM  14      -   0.99993996  x   1.00008065  =   1.00002060
 KF1087
 KF1087|---------------------------------------------------------------------|
 KF1087| PID    Reference Object                     Distance      Geod. Az  |
 KF1087|                                                           dddmmss.s |
 KF1087| CL6481 ERRICSSEN RM SOUTH                    2.393 METERS 17930     |
 KF1087| CL6477 ERRICSSEN AZ MK                                    1832753.1 |
 KF1087| KF1089 ERRICSSEN AZ MK RESET               APPROX. 0.5 KM 1852304.8 |
 KF1087| KF1085 FORT RILEY RNG TWR CENTER OF 5      APPROX. 8.7 KM 1884626.9 |
 KF1087| KF1094 FORT RILEY CUSTER HILL SE TANK      APPROX.12.9 KM 2171542.2 |
 KF1087| KF1101 FORT RILEY CUSTER HILL NW TANK      APPROX.12.8 KM 2271016.5 |
 KF1087| CL6478 ERRICSSEN RM 3                       25.560 METERS 27858     |
 KF1087| CL6479 ERRICSSEN RM 4                       62.585 METERS 30444     |
 KF1087| KF1119 RILEY MUNICIPAL TANK                APPROX.15.3 KM 3205120.4 |
 KF1087| CL6480 ERRICSSEN RM NORTH                    2.360 METERS 35934     |
 KF1087|---------------------------------------------------------------------|
 KF1087
 KF1087                          SUPERSEDED SURVEY CONTROL
 KF1087
 KF1087  NAD 83(1986)-  39 11 26.14339(N)    096 42 44.37992(W) AD(       ) 1
 KF1087  NAD 27      -  39 11 26.16420(N)    096 42 43.35850(W) AD(       ) 1
 KF1087  NGVD 29 (07/19/86)  412.3    (m)         1353.     (f) VERT ANG       
 KF1087
 KF1087.Superseded values are not recommended for survey control.
 KF1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1087.See file dsdata.txt to determine how the superseded data were derived.
 KF1087
 KF1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9757240420(NAD 83)
 KF1087_MARKER: DS = TRIANGULATION STATION DISK
 KF1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1087_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF1087
 KF1087  HISTORY     - Date     Condition        Report By
 KF1087  HISTORY     - 1979     MONUMENTED       NGS
 KF1087  HISTORY     - 1980     GOOD             NGS
 KF1087
 KF1087                          STATION DESCRIPTION
 KF1087
 KF1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KF1087'AZIMUTH MARK, REFERENCE MARK 4 AND REFERENCE MARK NORTH WERE
 KF1087'RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND WITH
 KF1087'THE DISK MISSING, BUT THE STEM REMAINING.  THE DISTANCES TO THE
 KF1087'REFERENCE MARKS AGREED TO THE CENTER OF THE STEM.  CHECK ANGLES FROM
 KF1087'THE AZIMUTH MARK, AS OBSERVED FROM THE CENTER OF THE STEM, WERE TO THE
 KF1087'FORT RILEY CUSTER HILL SE TANK-10.9 SECONDS LARGER, TO THE FORT RILEY
 KF1087'CUSTER HILL NE TANK-7.7 SECONDS LARGER, TO REFERENCE MARK 4-55 SECONDS
 KF1087'LARGER, TO THE RILEY MUN TANK-8.4 SECONDS LARGER AND TO REFERENCE MARK
 KF1087'NORTH-23 SECONDS SMALLER.  HOWEVER, WHEN CHECK ANGLES ARE REFERENCED
 KF1087'FROM THE FORT RILEY CUSTER HILL SE TANK, THEY ARE 3.2 SECONDS LESS,
 KF1087'44 SECONDS LARGER, 3.5 SECONDS LESS, 4 SECONDS LESS AND TO THE AZIMUTH
 KF1087'MARK, 10.9 SECONDS LESS.  THE OLD STEM WAS DRILLED OUT OF THE MARBLE
 KF1087'POST AND A NEW DISK CEMENTED IN THE HOLE, HOLDING THE CENTER OF THE
 KF1087'OLD STEM AS THE PLUMB POINT.  THE REFERENCE MARKS WERE THEN
 KF1087'REMEASURED AND STILL AGREED.  UNDERGROUND MARK WAS NOT INSPECTED.  A
 KF1087'NEW DESCRIPTION FOLLOWS.
 KF1087'
 KF1087'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---ERRICSSEN 1889
 KF1087'1979--- CEMENTED IN A DRILL HOLE IN A MARBLE POST WHICH HAS BEEN
 KF1087'RE-INFORCED WITH CONCRETE.  THE MONUMENT IS FLUSH AND IS 120.0 FEET
 KF1087'EAST OF THE CENTERLINE OF A PAVED ROAD, 39.5 FEET SOUTH OF THE
 KF1087'CENTERLINE OF A TRACK ROAD, 18.0 FEET WEST OF A TRACK ROAD, WHICH
 KF1087'PARALLELS THE PAVED ROAD, 8.7 FEET SOUTH OF A WITNESS POST AND 3.0
 KF1087'FEET NORTH OF A WITNESS POST.
 KF1087'
 KF1087'REFERENCE MARK NORTH IS A STANDARD DISK, STAMPED---ERRICSSEN 1889---
 KF1087'CEMENTED IN THE TOP OF A 6-INCH SQUARE MARBLE POST THAT IS 1 INCH
 KF1087'BELOW THE GROUND SURFACE.  IT IS 120.0 FEET EAST OF THE CENTERLINE OF
 KF1087'THE PAVED ROAD, 32.0 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD,
 KF1087'17.0 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 10.7 FEET NORTH OF
 KF1087'A WITNESS POST AND 1.0 FOOT SOUTH OF A WITNESS POST.
 KF1087'
 KF1087'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---ERRICSSEN NO 4
 KF1087'1889--- SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT PROJECTS
 KF1087'5 INCHES ABOVE THE GROUND.  IT IS 50 FEET NORTH OF THE CENTERLINE OF A
 KF1087'GRAVELED ROAD, 42.0 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD AND
 KF1087'1.5 FEET SOUTH OF AN OLD FLAGPOLE BASE.
 KF1087'
 KF1087'AZIMUTH MARK IS A STANDARD DISK, STAMPED---ERRICSSEN 1947 RESET
 KF1087'1965--- SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS
 KF1087'5 INCHES.  IT IS 100 FEET SOUTH OF A CURVE IN THE ROAD, 61.5 FEET WEST
 KF1087'OF THE CENTERLINE OF THE PAVED ROAD, 14.0 FEET EAST OF THE CENTERLINE
 KF1087'OF A BLADED ROAD AND 1.5 FEET EAST OF A WITNESS POST.
 KF1087'
 KF1087'STATION IS ABOUT 10 MILES SOUTHEAST OF RILEY, 9 MILES WEST OF
 KF1087'MANHATTAN, 3 MILES SOUTH OF KEATS AND ON THE NORTHERN EDGE OF THE
 KF1087'FORT RILEY MILITARY RESERVATION.
 KF1087'
 KF1087'TO REACH THE STATION FROM THE JUNCTION OF RILEY COUNTY ROAD 412 AND
 KF1087'RESERVATION ROAD, IN THE SMALL VILLAGE OF KEATS, GO SOUTH AND WEST ON
 KF1087'RESERVATION ROAD FOR 0.8 MILE TO A FORK, TAKE THE LEFT FORK AND GO
 KF1087'SOUTH ON A WINDING PAVED ROAD, ENTERING THE FORT RILEY MILITARY
 KF1087'RESERVATION, FOR 2.3 MILES TO THE STATION ON THE LEFT, ON TOP OF A
 KF1087'HILL WHICH IS THE HIGHEST HILL IN THE IMMEDIATE VICINITY.
 KF1087'
 KF1087'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH FOR 0.35
 KF1087'MILE TO THE MARK ON THE RIGHT.
 KF1087'
 KF1087'NOTICE, CARE SHOULD BE TAKEN NOT TO APPROACH OR TOUCH ANY METALLIC
 KF1087'OBJECTS IN THE AREA AS THIS IS AN ARTILLERY PRACTICE AREA AND THERE
 KF1087'ARE DUDS AND OTHER DANGEROUS OBJECTS AROUND.
 KF1087
 KF1087                          STATION RECOVERY (1980)
 KF1087
 KF1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 KF1087'THE STATION, NORTH REFERENCE MARK, REFERENCE MARK 4, AND THE 1947
 KF1087'RESET 1965 AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 KF1087'DESCRIBED.  THE STATION IS NOW MARKED WITH A NGS HORIZONTAL CONTROL
 KF1087'MARK DISK, ERRICSSEN 1889 1979.
 KF1087'
 KF1087'TO REACH THE STATION FROM THE JUNCTION OF RILEY COUNTY HIGHWAY 412
 KF1087'AND RESERVATION ROAD IN KEATS, GO SOUTH AND WEST ON RESERVATION ROAD
 KF1087'FOR 0.8 MILE TO A FORK.  TURN LEFT AND GO SOUTHWEST FOR 0.4 MILE TO
 KF1087'THE JUNCTION WITH ENGINEER ROAD.  TURN LEFT AND GO SOUTH FOR 1.8
 KF1087'MILE TO THE STATION ON LEFT.
 KF1087'
 KF1087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON FORT RILEY
 KF1087'MILITARY RESERVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0585 ***********************************************************************
 KG0585  DESIGNATION -  ERVING
 KG0585  PID         -  KG0585
 KG0585  STATE/COUNTY-  KS/JEWELL
 KG0585  USGS QUAD   -  CAWKER CITY NW (1969)
 KG0585
 KG0585                         *CURRENT SURVEY CONTROL
 KG0585  ___________________________________________________________________
 KG0585* NAD 83(1997)-  39 39 15.36419(N)    098 25 53.36736(W)     ADJUSTED  
 KG0585* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 KG0585  ___________________________________________________________________
 KG0585  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 KG0585  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 KG0585
 KG0585  HORZ ORDER  -  THIRD
 KG0585
 KG0585.The horizontal coordinates were established by classical geodetic methods
 KG0585.and adjusted by the National Geodetic Survey in October 1998..
 KG0585
 KG0585.The orthometric height was scaled from a topographic map.
 KG0585
 KG0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0585
 KG0585.The geoid height was determined by GEOID03.
 KG0585
 KG0585;                    North         East     Units Scale Factor Converg.
 KG0585;SPC KS N     -   146,730.623   362,968.991   MT  0.99998161   -0 16 22.8
 KG0585;UTM  14      - 4,389,539.891   548,771.766   MT  0.99962928   +0 21 46.1
 KG0585
 KG0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0585!SPC KS N     -   0.99991733  x   0.99998161  =   0.99989894
 KG0585!UTM  14      -   0.99991733  x   0.99962928  =   0.99954664
 KG0585
 KG0585:                Primary Azimuth Mark                     Grid Az
 KG0585:SPC KS N     -  ERVING AZ MK                             026 43 39.1
 KG0585:UTM  14      -  ERVING AZ MK                             026 05 30.2
 KG0585
 KG0585|---------------------------------------------------------------------|
 KG0585| PID    Reference Object                     Distance      Geod. Az  |
 KG0585|                                                           dddmmss.s |
 KG0585| CN9258 ERVING AZ MK                                       0262716.3 |
 KG0585| CN9259 ERVING RM 1                          10.235 METERS 08818     |
 KG0585| CN9260 ERVING RM 2                          10.961 METERS 17706     |
 KG0585| KG0583 CAWKER CITY MUNICIPAL TANK          APPROX.16.0 KM 1795325.0 |
 KG0585|---------------------------------------------------------------------|
 KG0585
 KG0585                          SUPERSEDED SURVEY CONTROL
 KG0585
 KG0585  NAD 83(1997)-  39 39 15.36621(N)    098 25 53.36894(W) AD(       ) 3
 KG0585  NAD 83(1986)-  39 39 15.37052(N)    098 25 53.36782(W) AD(       ) 3
 KG0585  NAD 27      -  39 39 15.32400(N)    098 25 52.14500(W) AD(       ) 3
 KG0585
 KG0585.Superseded values are not recommended for survey control.
 KG0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0585.See file dsdata.txt to determine how the superseded data were derived.
 KG0585
 KG0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ4877289540(NAD 83)
 KG0585_MARKER: DS = TRIANGULATION STATION DISK
 KG0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0585
 KG0585  HISTORY     - Date     Condition        Report By
 KG0585  HISTORY     - 1950     MONUMENTED       CGS
 KG0585  HISTORY     - 1969     GOOD             CGS
 KG0585  HISTORY     - 1981     GOOD             LOCENG
 KG0585
 KG0585                          STATION DESCRIPTION
 KG0585
 KG0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0585'THE STATION IS LOCATED ABOUT 10.0 MILES NORTH AND 0.5 MILE
 KG0585'EAST OF CAWKER CITY AND ABOUT 4.5 MILES WEST AND 0.5 MILE SOUTH
 KG0585'OF IONIA NEAR THE SUMMIT OF THE HIGHEST HILL IN THE VICINITY.
 KG0585'THERE IS SLIGHTLY HIGHER GROUND ABOUT 30 YARDS SOUTHEAST OF THE
 KG0585'STATION.  IT IS 0.1 MILE WEST OF A T FENCE CORNER, 23.0 FEET
 KG0585'SOUTH OF THE CENTER OF A TRACK ROAD AND 6.0 FEET EAST OF A
 KG0585'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED ERVING 1950.
 KG0585'
 KG0585'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL ABOUT 1.0
 KG0585'FOOT BELOW THE ELEVATION OF THE STATION AND 23.0 FEET SOUTH OF
 KG0585'THE CENTER OF A TRACK ROAD.  IT PROJECTS 6 INCHES AND IS STAMPED
 KG0585'ERVING NO 1 1950.
 KG0585'
 KG0585'REFERENCE MARK NO. 2 IS ON THE NORTH SLOPE OF THE HILL ABOUT 1.0
 KG0585'FOOT ABOVE THE ELEVATION OF THE STATION.  IT PROJECTS 6 INCHES
 KG0585'AND IS STAMPED ERVING NO 2 1950.
 KG0585'
 KG0585'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KG0585'NO. 2 IS 48.68 FEET.
 KG0585'
 KG0585'THE AZIMUTH MARK IS ABOUT 200.0 FEET SOUTH OF THE SOUTHWEST CORNER
 KG0585'OF A BARN, 17.0 FEET EAST OF THE CENTER OF A TRACK ROAD, AND 3.0
 KG0585'FEET SOUTH-SOUTHWEST OF A WITNESS POST AND 1.5 FEET WEST OF A
 KG0585'NORTH-SOUTH FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED ERVING
 KG0585'1950.
 KG0585'
 KG0585'TO REACH THE STATION FROM THE MAIN INTERSECTION JUST EAST OF THE
 KG0585'POST OFFICE IN IONIA, GO WEST ON STATE HIGHWAY NO. 128 AND
 KG0585'STATE HIGHWAY NO. 228 FOR 0.4 MILE TO WHERE STATE HIGHWAY NO. 128
 KG0585'TURNS LEFT AND STATE HIGHWAY NO. 228 GOES STRAIGHT AHEAD.  HERE
 KG0585'CONTINUE STRAIGHT AHEAD AND GO WEST ON STATE HIGHWAY NO. 228 FOR
 KG0585'2.0 MILES TO A T INTERSECTION, TURN RIGHT AND GO NORTH FOR 0.55
 KG0585'MILE TO A CROSSROAD, TURN LEFT AND GO WEST ON A GRADED ROAD FOR
 KG0585'2.0 MILES TO A FORK, TAKE LEFT FORK AND GO SOUTHWESTERLY AND
 KG0585'SOUTH ON A TRACK ROAD FOR 0.9 MILE TO A POINT JUST SOUTH OF A
 KG0585'BARN AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 KG0585'SOUTH ON TRACK ROAD FOR 0.15 MILE TO A DIM T ROAD RIGHT,
 KG0585'HERE TURN RIGHT AND FOLLOW TRACK ROAD WEST FOR 0.1 MILE TO THE
 KG0585'TOP OF THE HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0585
 KG0585                          STATION RECOVERY (1969)
 KG0585
 KG0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0585'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KG0585'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 KG0585'MARKS WERE FOUND IN GOOD CONDITION.  THE OLD DESCRIPTION WAS
 KG0585'ADEQUATE FOR RECOVERED BUT THE OLD BARN MENTIONED AT THE AZIMUTH
 KG0585'MARK IS GONE BUT THE OLD FOUNDATION STILL REMAINS.
 KG0585'
 KG0585'A METAL WITNESS POST WAS SET IN AN EAST-WEST FENCE LINE 35.5 FEET
 KG0585'NORTH OF THE STATION MARK.
 KG0585'
 KG0585'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KG0585'
 KG0585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 KG0585'WSW OF IONIA.
 KG0585
 KG0585                          STATION RECOVERY (1981)
 KG0585
 KG0585'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (ELT)
 KG0585'ERVING 1950 STA, AZ, AND REF MARKS ALL IN GOOD SHAPE.
 KG0585'
 KG0585'DISTANCE AND DIRECTION FROM NEAREST TOWN--10.0 MI NORTH AND 0.5
 KG0585'MI EAST OF CAWKER CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0649 ***********************************************************************
 KH0649  DESIGNATION -  ERWIN
 KH0649  PID         -  KH0649
 KH0649  STATE/COUNTY-  KS/THOMAS
 KH0649  USGS QUAD   -  LEVANT (1967)
 KH0649
 KH0649                         *CURRENT SURVEY CONTROL
 KH0649  ___________________________________________________________________
 KH0649* NAD 83(1997)-  39 29 10.13963(N)    101 14 27.98719(W)     ADJUSTED  
 KH0649* NAVD 88     -      1015.61   (+/-2cm)    3332.0    (feet)  VERTCON   
 KH0649  ___________________________________________________________________
 KH0649  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 KH0649  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KH0649
 KH0649  HORZ ORDER  -  SECOND
 KH0649  VERT ORDER  -  THIRD ? (See Below)
 KH0649
 KH0649.The horizontal coordinates were established by classical geodetic methods
 KH0649.and adjusted by the National Geodetic Survey in October 1998..
 KH0649
 KH0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0649.The vertical order pertains to the NGVD 29 superseded value.
 KH0649
 KH0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0649
 KH0649.The geoid height was determined by GEOID03.
 KH0649
 KH0649;                    North         East     Units Scale Factor Converg.
 KH0649;SPC KS N     -   132,966.605   121,235.147   MT  0.99996527   -2 03 02.5
 KH0649;UTM  14      - 4,373,125.025   307,264.037   MT  1.00005738   -1 25 31.9
 KH0649
 KH0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0649!SPC KS N     -   0.99984449  x   0.99996527  =   0.99980976
 KH0649!UTM  14      -   0.99984449  x   1.00005738  =   0.99990186
 KH0649
 KH0649:                Primary Azimuth Mark                     Grid Az
 KH0649:SPC KS N     -  ERWIN AZ MK                              004 21 00.5
 KH0649:UTM  14      -  ERWIN AZ MK                              003 43 29.9
 KH0649
 KH0649|---------------------------------------------------------------------|
 KH0649| PID    Reference Object                     Distance      Geod. Az  |
 KH0649|                                                           dddmmss.s |
 KH0649| CP7983 ERWIN AZ MK                                        0021758.0 |
 KH0649| CP7984 ERWIN RM 1                           27.896 METERS 00520     |
 KH0649| CP7985 ERWIN RM 2                           31.086 METERS 14244     |
 KH0649| KH0650 LEVANT HBS GRAIN CO ELEVATOR        APPROX.11.8 KM 1601516.1 |
 KH0649| KH0669 BREWSTER MUNICIPAL TANK             APPROX.17.8 KM 2213326.6 |
 KH0649|---------------------------------------------------------------------|
 KH0649
 KH0649                          SUPERSEDED SURVEY CONTROL
 KH0649
 KH0649  NAD 83(1986)-  39 29 10.14045(N)    101 14 27.98939(W) AD(       ) 2
 KH0649  NAD 27      -  39 29 10.13600(N)    101 14 26.41300(W) AD(       ) 2
 KH0649  NGVD 29 (07/19/86) 1015.21   (m)         3330.7    (f) LEVELING    3  
 KH0649
 KH0649.Superseded values are not recommended for survey control.
 KH0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0649.See file dsdata.txt to determine how the superseded data were derived.
 KH0649
 KH0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ0726473125(NAD 83)
 KH0649_MARKER: DS = TRIANGULATION STATION DISK
 KH0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0649
 KH0649  HISTORY     - Date     Condition        Report By
 KH0649  HISTORY     - 1951     MONUMENTED       CGS
 KH0649
 KH0649                          STATION DESCRIPTION
 KH0649
 KH0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0649'THE STATION IS LOCATED ABOUT 11.0 MILES NORTHEAST OF BREWSTER
 KH0649'AND ABOUT 7.5 MILES NORTH-NORTHWEST OF LEVANT IN THE NORTHEAST
 KH0649'CORNER OF A FARMYARD, 36 FEET NORTH OF THE NORTHEAST CORNER OF
 KH0649'A GARAGE, 34 FEET WEST OF THE CENTER OF A DIRT ROAD AND 11
 KH0649'FEET SOUTHWEST OF A FENCE CORNER.  IT IS STAMPED ERWIN 1951
 KH0649'AND IS FLUSH WITH THE GROUND SURFACE.
 KH0649'
 KH0649'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A FIELD, 59 FEET
 KH0649'NORTH OF THE NORTH END OF A WIRE GATE, 29 FEET WEST OF THE
 KH0649'CENTER OF A DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE
 KH0649'LINE.  IT IS STAMPED ERWIN NO 1 1951 AND PROJECTS 3 INCHES.
 KH0649'
 KH0649'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 28 FEET EAST
 KH0649'OF THE CENTER OF A DIRT ROAD AND 1 FOOT NORTH OF A POWER LINE
 KH0649'POLE.  IT IS STAMPED ERWIN NO 2 1951 AND PROJECTS 2 INCHES.
 KH0649'
 KH0649'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 180.32 FEET.
 KH0649'
 KH0649'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET EAST
 KH0649'OF THE CENTER OF A DIRT ROAD AND 1 FOOT SOUTH OF A POWER LINE
 KH0649'POLE.  IT IS STAMPED ERWIN 1951 AND PROJECTS 3 INCHES.
 KH0649'
 KH0649'TO REACH THE STATION FROM THE POST OFFICE IN LEVANT, GO WEST
 KH0649'FOR 0.25 MILE TO A T INTERSECTION, TURN RIGHT, CROSSING RAILROAD
 KH0649'TRACKS AND GO NORTH ON GRAVELED ROAD FOR 3.75 MILES TO A
 KH0649'CROSSROAD.  TURN LEFT AND GO WEST ON DIRT ROAD FOR 2.0 MILES TO
 KH0649'A CROSSROAD, TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 3.2 MILES
 KH0649'TO STATION ON LEFT IN NORTHEAST CORNER OF FARMYARD AS DESCRIBED.
 KH0649'(CONTINUE NORTH FOR 0.35 MILE TO AZIMUTH MARK ON RIGHT AS
 KH0649'DESCRIBED.)
 KH0649'
 KH0649'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1185 ***********************************************************************
 HF1185  DESIGNATION -  ERWIN
 HF1185  PID         -  HF1185
 HF1185  STATE/COUNTY-  KS/BUTLER
 HF1185  USGS QUAD   -  DE GRAFF (1961)
 HF1185
 HF1185                         *CURRENT SURVEY CONTROL
 HF1185  ___________________________________________________________________
 HF1185* NAD 83(1997)-  37 55 17.20401(N)    096 52 14.35576(W)     ADJUSTED  
 HF1185* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 HF1185  ___________________________________________________________________
 HF1185  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 HF1185  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HF1185
 HF1185  HORZ ORDER  -  FIRST
 HF1185
 HF1185.The horizontal coordinates were established by classical geodetic methods
 HF1185.and adjusted by the National Geodetic Survey in October 1998..
 HF1185
 HF1185.The orthometric height was scaled from a topographic map.
 HF1185
 HF1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1185
 HF1185.The geoid height was determined by GEOID03.
 HF1185
 HF1185;                    North         East     Units Scale Factor Converg.
 HF1185;SPC KS S     -   540,513.041   543,245.485   MT  0.99993592   +1 00 04.6
 HF1185;UTM  14      - 4,199,237.263   687,160.744   MT  1.00003145   +1 18 32.5
 HF1185
 HF1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1185!SPC KS S     -   0.99993726  x   0.99993592  =   0.99987319
 HF1185!UTM  14      -   0.99993726  x   1.00003145  =   0.99996871
 HF1185
 HF1185:                Primary Azimuth Mark                     Grid Az
 HF1185:SPC KS S     -  ERWIN LAPLACE AZI                        143 57 43.3
 HF1185:UTM  14      -  ERWIN LAPLACE AZI                        143 39 15.4
 HF1185
 HF1185|---------------------------------------------------------------------|
 HF1185| PID    Reference Object                     Distance      Geod. Az  |
 HF1185|                                                           dddmmss.s |
 HF1185| HF1184 ERWIN LAPLACE AZI                   APPROX. 6.2 KM 1445747.9 |
 HF1185| CL5171 ERWIN RM 1                           35.304 METERS 15605     |
 HF1185| HF1197 ATT MICROWAVE TOWER KAC 68          APPROX. 6.1 KM 2432918.7 |
 HF1185| CL5172 ERWIN RM 2                           35.635 METERS 26124     |
 HF1185| JF1442 BURNS MUN WATER TANK                APPROX.19.2 KM 3554037.8 |
 HF1185|---------------------------------------------------------------------|
 HF1185
 HF1185                          SUPERSEDED SURVEY CONTROL
 HF1185
 HF1185  NAD 83(1997)-  37 55 17.21122(N)    096 52 14.34707(W) AD(       ) 1
 HF1185  NAD 83(1986)-  37 55 17.21550(N)    096 52 14.35009(W) AD(       ) 1
 HF1185  NAD 27      -  37 55 17.14485(N)    096 52 13.24071(W) AD(       ) 1
 HF1185
 HF1185.Superseded values are not recommended for survey control.
 HF1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1185.See file dsdata.txt to determine how the superseded data were derived.
 HF1185
 HF1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8716199237(NAD 83)
 HF1185_MARKER: DS = TRIANGULATION STATION DISK
 HF1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1185_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1185
 HF1185  HISTORY     - Date     Condition        Report By
 HF1185  HISTORY     - 1935     MONUMENTED       CGS
 HF1185  HISTORY     - 1962     GOOD             CGS
 HF1185  HISTORY     - 1975     GOOD             KSHC
 HF1185
 HF1185                          STATION DESCRIPTION
 HF1185
 HF1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1185'STATION IS ABOUT 7 MILES NORTH OF ELDORADO, ON FIRST RIDGE
 HF1185'WEST OF WEST BRANCH CREEK, IN THE NORTHWEST QUARTER OF SECTION
 HF1185'34, T. 24 S., R. 5 E.
 HF1185'
 HF1185'TO REACH FROM INTERSECTION OF MAIN STREET AND CENTRAL AVENUE
 HF1185'IN ELDORADO, GO NORTH ON U.S. HIGHWAY 77 FOR 6.5 MILES, THENCE
 HF1185'LEFT (WEST) AT A RED BRICK SCHOOLHOUSE FOR 1.0 MILE, THENCE
 HF1185'RIGHT (NORTH) FOR 0.6 MILE TO T-ROAD EAST AND GATE ON LEFT
 HF1185'(WEST).  STATION IS ABOUT 80 DEG WEST OF NORTH AT THIS POINT.
 HF1185'GO THROUGH GATE WESTERLY FOR 0.25 MILE TO TOP OF RIDGE AND
 HF1185'STATION.  MARK IS ABOUT 500 FEET WEST OF ROCKS WHICH ARE
 HF1185'ALONG EAST SIDE OF RIDGE AND PROJECTS 6 INCHES.
 HF1185'
 HF1185'REFERENCE MARK NO. 1 IS SOUTH OF STATION AND PROJECTS 6
 HF1185'INCHES.
 HF1185'
 HF1185'REFERENCE MARK NO. 2 IS WEST OF STATION AND PROJECTS 6
 HF1185'INCHES.
 HF1185'
 HF1185'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET AS DESCRIBED.
 HF1185'
 HF1185'ERWIN LAPLACE AZIMUTH WAS USED AS THE AZIMUTH FOR THIS STATION.
 HF1185'IT IS LOCATED 3 MILES NORTH AND 1 MILE EAST OF NORTH EDGE
 HF1185'OF THE CITY OF ELDORADO, ON LAND OWNED BY ROBERT H. HAZLETT WHO
 HF1185'LIVES IN ELDORADO.
 HF1185'
 HF1185'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HF1185
 HF1185                          STATION RECOVERY (1962)
 HF1185
 HF1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1185'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 HF1185'2 WERE RECOVERED IN GOOD CONDITION.
 HF1185'
 HF1185'THE DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.  THE
 HF1185'DIRECTION TO REFERENCE MARK NO. 1 MISSED THE PREVIOUS DIRECTION
 HF1185'BY 2 MINUTES 52 SECONDS.  THE DISTANCE TO REFERENCE MARK NO.
 HF1185'1 MISSED THE PREVIOUS DISTANCE BY .016 METER AND THE DISTANCE
 HF1185'TO REFERENCE MARK NO. 2 MISSED THE PREVIOUS DISTANCE BY
 HF1185'.013 METER.
 HF1185'
 HF1185'FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 HF1185'
 HF1185'THE STATION IS APPROXIMATELY 8-1/2 MILES EAST OF POTWIN,
 HF1185'7 MILES NORTH OF ELDORADO, 1 MILE WEST OF U.S. HIGHWAY 77
 HF1185'AND ON PROPERTY OWNED BY THE RAMSEY RANCH CO. OF DALLAS,
 HF1185'TEXAS.
 HF1185'
 HF1185'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77
 HF1185'AND 54, IN DOWNTOWN ELDORADO, GO NORTH ON HIGHWAY 77 FOR 6.4
 HF1185'MILES TO A CROSSROAD AND A SMALL BRICK SCHOOL BUILDING ON
 HF1185'THE LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD 1.0
 HF1185'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH
 HF1185'ON A GRAVELED ROAD 1.0 MILE TO A FENCE CORNER AND A WIRE
 HF1185'GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO
 HF1185'SOUTH AND SOUTHWEST, ALONG A ROCKY RIDGE AND THROUGH PASTURE
 HF1185'LAND (FOLLOWING A POWER LINE) FOR 0.4 MILE TO THE STATION
 HF1185'126 FEET EAST OF POWER POLE NO. 73.
 HF1185'
 HF1185'STATION MARK IS A STANDARD DISK STAMPED ERWIN 1935, SET IN
 HF1185'A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS ON
 HF1185'THE HIGHEST PART OF THE RIDGE AND 126 FEET EAST OF THE SOUTH
 HF1185'ONE OF TWO POWER POLES.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 HF1185'
 HF1185'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ERWIN NO 1
 HF1185'1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 8
 HF1185'INCHES.  IT IS 212 FEET SOUTHEAST OF THE SOUTH ONE OF TWO POWER
 HF1185'POLES.
 HF1185'
 HF1185'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ERWIN NO 2 1935,
 HF1185'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.
 HF1185'IT IS 38 FEET SOUTHWEST OF THE SOUTH ONE OF TWO POWER POLES
 HF1185'AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 HF1185'
 HF1185'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HF1185'
 HF1185'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HF1185
 HF1185                          STATION RECOVERY (1975)
 HF1185
 HF1185'RECOVERY NOTE BY KS HIGHWAY COMM 1975 (LJG)
 HF1185'TRI. STA. ERWIN 1935 RECOVERED IN GOOD CONDITION.
 HF1185'
 HF1185'RMS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1184 ***********************************************************************
 HF1184  DESIGNATION -  ERWIN LAPLACE AZI
 HF1184  PID         -  HF1184
 HF1184  STATE/COUNTY-  KS/BUTLER
 HF1184  USGS QUAD   -  DE GRAFF (1961)
 HF1184
 HF1184                         *CURRENT SURVEY CONTROL
 HF1184  ___________________________________________________________________
 HF1184* NAD 83(1997)-  37 52 32.72778(N)    096 49 48.88650(W)     ADJUSTED  
 HF1184* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 HF1184  ___________________________________________________________________
 HF1184  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 HF1184  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HF1184
 HF1184  HORZ ORDER  -  FIRST
 HF1184
 HF1184.The horizontal coordinates were established by classical geodetic methods
 HF1184.and adjusted by the National Geodetic Survey in October 1998..
 HF1184
 HF1184.The orthometric height was scaled from a topographic map.
 HF1184
 HF1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1184
 HF1184.The geoid height was determined by GEOID03.
 HF1184
 HF1184;                    North         East     Units Scale Factor Converg.
 HF1184;SPC KS S     -   535,505.929   546,888.437   MT  0.99993618   +1 01 34.0
 HF1184;UTM  14      - 4,194,249.229   690,830.862   MT  1.00004855   +1 19 57.1
 HF1184
 HF1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1184!SPC KS S     -   0.99993742  x   0.99993618  =   0.99987361
 HF1184!UTM  14      -   0.99993742  x   1.00004855  =   0.99998597
 HF1184
 HF1184|---------------------------------------------------------------------|
 HF1184| PID    Reference Object                     Distance      Geod. Az  |
 HF1184|                                                           dddmmss.s |
 HF1184| CL5173 ERWIN LAPLACE AZI RM 1               43.660 METERS 14321     |
 HF1184| CL5175 ERWIN LAPLACE AZI RM 3               35.552 METERS 17841     |
 HF1184| HF1189 ELDORADO HALLIBURTON RAD MAST       APPROX. 5.0 KM 1961749.2 |
 HF1184| HF1188 ELDORADO COURTHOUSE CLOCKTOWER      APPROX. 6.8 KM 1961823.2 |
 HF1184| HF1191 ELDORADO ST JOHNS CHURCH CROSS      APPROX. 6.6 KM 2002802.4 |
 HF1184| HF1192 ELDORADO NEW MUNICIPAL TANK         APPROX. 6.2 KM 2015842.9 |
 HF1184| HF1194 ELDORADO RJ GRAHAM RAD MAST         APPROX. 7.1 KM 2135640.8 |
 HF1184| CL5174 ERWIN LAPLACE AZI RM 2               42.721 METERS 21420     |
 HF1184| HF1197 ATT MICROWAVE TOWER KAC 68          APPROX. 9.3 KM 2843458.7 |
 HF1184| HF1185 ERWIN                               APPROX. 6.2 KM 3245917.3 |
 HF1184|---------------------------------------------------------------------|
 HF1184
 HF1184                          SUPERSEDED SURVEY CONTROL
 HF1184
 HF1184  NAD 83(1997)-  37 52 32.73536(N)    096 49 48.87676(W) AD(       ) 1
 HF1184  NAD 83(1986)-  37 52 32.74025(N)    096 49 48.88063(W) AD(       ) 1
 HF1184  NAD 27      -  37 52 32.66946(N)    096 49 47.77597(W) AD(       ) 1
 HF1184
 HF1184.Superseded values are not recommended for survey control.
 HF1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1184.See file dsdata.txt to determine how the superseded data were derived.
 HF1184
 HF1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9083194249(NAD 83)
 HF1184_MARKER: DS = TRIANGULATION STATION DISK
 HF1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1184
 HF1184  HISTORY     - Date     Condition        Report By
 HF1184  HISTORY     - 1935     MONUMENTED       CGS
 HF1184  HISTORY     - 1962     GOOD             CGS
 HF1184  HISTORY     - 1975     GOOD             NGS
 HF1184  HISTORY     - 1975     GOOD             NGS
 HF1184
 HF1184                          STATION DESCRIPTION
 HF1184
 HF1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1184'STATION IS LOCATED 3 MILES NORTH AND 1 MILE EAST OF THE
 HF1184'NORTH EDGE OF THE CITY OF ELDORADO ON LAND OWNED BY ROBERT
 HF1184'H. HAZLETT, WHO LIVES IN ELDORADO, KANSAS.
 HF1184'
 HF1184'REACHED FROM THE UNDERPASS ON U.S. HIGHWAY 77 ON THE NORTH
 HF1184'EDGE OF ELDORADO BY GOING NORTH ON U.S. HIGHWAY 77 FOR 2.8
 HF1184'MILES TO SECTION-LINE ROAD, THENCE EAST 1.1 MILES TO TOP
 HF1184'OF GRADE AND STATION.  MARK IS PLACED 130 FEET NORTH OF
 HF1184'THE CENTER LINE OF DIRT ROAD, MIDWAY BETWEEN TWO NORTH-SOUTH
 HF1184'FENCE LINES WHICH ARE SPACED 10 FEET APART AND PROJECTS 6
 HF1184'INCHES.  UNDERGROUND MARK IS 32 INCHES BELOW GROUND.
 HF1184'
 HF1184'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION SET 1 FOOT NORTH
 HF1184'OF RIGHT-OF-WAY FENCE LINE OF ROAD, AND 79 FEET EAST OF
 HF1184'FENCE CORNER AND GATE AND PROJECTS 8 INCHES.
 HF1184'
 HF1184'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, SET 1 FOOT
 HF1184'NORTH OF RIGHT-OF-WAY FENCE LINE OF ROAD, 75 FEET WEST OF
 HF1184'FENCE CORNER AND GATE AND PROJECTS 8 INCHES.
 HF1184'
 HF1184'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET AS DESCRIBED.
 HF1184'
 HF1184'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 HF1184
 HF1184                          STATION RECOVERY (1962)
 HF1184
 HF1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1184'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 HF1184'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION
 HF1184'TO REFERENCE MARK NO. 1 WAS VERIFIED.  THE DIRECTION TO
 HF1184'REFERENCE MARK NO. 2 MISSED THE PREVIOUS DIRECTION BY 3
 HF1184'MINUTES 34 SECONDS.  THE DISTANCE TO REFERENCE MARK NO. 1
 HF1184'MISSED THE PREVIOUS DISTANCE BY .072 METER AND THE DISTANCE
 HF1184'TO REFERENCE MARK NO. 2 MISSED THE PREVIOUS DISTANCE BY
 HF1184'.090 METER.
 HF1184'
 HF1184'FOLLOWING IS A COMPLETE NEW DESCRIPTION-
 HF1184'
 HF1184'THE STATION IS ABOUT 3-1/2 MILES NORTH AND 1 MILE EAST OF
 HF1184'ELDORADO, 1 MILE EAST OF U.S. HIGHWAY 77, ON PROPERTY OWNED
 HF1184'BY SENATOR CHARLES JOSEPH OF POTWIN.
 HF1184'
 HF1184'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HF1184'77 AND 54, IN DOWNTOWN ELDORADO, GO NORTH ON HIGHWAY 77
 HF1184'FOR 3.8 MILES TO A SIDE ROAD ON THE RIGHT.  (APPROX. 0.1
 HF1184'MILE BEFORE CROSSING A TURNPIKE OVERPASS) TURN RIGHT, EAST
 HF1184'AND NORTHEAST ON A GRAVELED ROAD FOR 1.3 MILES TO A WIRE
 HF1184'GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO
 HF1184'NORTH 139 FEET TO THE STATION IN A CORRAL AND NEAR A FENCE
 HF1184'LINE.
 HF1184'
 HF1184'STATION MARK, A STANDARD DISK STAMPED ERWIN LAPLACE AZIMUTH
 HF1184'1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 HF1184'INCHES.  IT IS 161.5 FEET SOUTH OF A WINDMILL, 69 FEET
 HF1184'SOUTHEAST OF THE NORTHWEST CORNER OF A CORRAL AND 3.5 FEET
 HF1184'WEST OF A FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED
 HF1184'BY THIS PARTY.
 HF1184'
 HF1184'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ERWIN LAPLACE
 HF1184'AZIMUTH 1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HF1184'6 INCHES.  IT IS 84 FEET WEST OF A TELEPHONE POLE, 80 FEET
 HF1184'SOUTH OF THE SOUTHWEST CORNER OF A CORRAL AND 20 FEET NORTH
 HF1184'OF THE CENTER OF THE GRAVELED ROAD.
 HF1184'
 HF1184'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ERWIN LAPLACE
 HF1184'AZIMUTH 1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HF1184'7 INCHES.  IT IS 80.5 FEET EAST OF THE TELEPHONE POLE AND
 HF1184'20.5 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 HF1184'
 HF1184'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HF1184
 HF1184                          STATION RECOVERY (1975)
 HF1184
 HF1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (MSB)
 HF1184'STATION, RM 1, AND RM 2 WERE RECOVERED AS DESCRIBED.  STATION MARK
 HF1184'WAS IN GOOD CONDITION.  BOTH RMS LOOKED AS IF THEY HAD BEEN HIT BY
 HF1184'A PLOW.
 HF1184
 HF1184                          STATION RECOVERY (1975)
 HF1184
 HF1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HF1184'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 HF1184'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, BUT BOTH CONCRETE
 HF1184'MONUMENTS ARE TILTED SLIGHTLY TO THE SOUTH.  TRIANGULATION STATION
 HF1184'ERWIN 1935 USED AS THE AZIMUTH MARK WAS NOT VISITED THIS DATE.
 HF1184'NEW DISTANCES AND DIRECTION WERE OBSERVED FOR REFERENCE MARK 1 AND
 HF1184'2 THIS DATE AND REFERENCE MARK 3 WAS ESTABLISHED.  THE 1962
 HF1184'DESCRIPTION IS ADEQUATE FOR RECOVERY OF THIS STATION WITH THE
 HF1184'ADDITIONAL NOTES FOR THE MARKS AND A DESCRIPTION FOR REFERENCE
 HF1184'MARK 3.
 HF1184'
 HF1184'THE STATION MARK IS 116.6 FEET NORTH OF A METAL WITNESS POST SET AT
 HF1184'REFERENCE MARK 3.
 HF1184'
 HF1184'REFERENCE MARK 1 IS 1.5 FEET NORTH OF AN EAST-WEST FENCELINE AND IN
 HF1184'PASTURE.
 HF1184'
 HF1184'REFERENCE MARK 2 IS 1.5 FEET NORTH OF THE EAST-WEST FENCELINE AND
 HF1184'IN PASTURE.
 HF1184'
 HF1184'REFERENCE MARK 3 IS A 4 INCH CAST ALUMINUM REFERENCE MARK STAMPED
 HF1184'ERWIN LAPLACE AZIMUTH 1935 NO 3 1975 AND SET FLUSH WITH THE GROUND
 HF1184'SURFACE.  IT IS 5 FEET EAST OF THE EAST END GATE POST, 4 FEET WEST
 HF1184'OF A CORNER FENCE POST AND WEST GATE POST FOR ANOTHER GATE, 2.5 FEET
 HF1184'WEST OF A TELEPHONE POLE, 2.5 FEET EAST OF THE METAL WITNESS POST AND
 HF1184'1 FOOT SOUTH OF A PIPE SECTION IN FENCELINE.
 HF1184'
 HF1184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES N
 HF1184'AND 1 MILE E OF ELDORADO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0592 ***********************************************************************
 KG0592  DESIGNATION -  ESBON MUNICIPAL TANK
 KG0592  PID         -  KG0592
 KG0592  STATE/COUNTY-  KS/JEWELL
 KG0592  USGS QUAD   -  ESBON (1978)
 KG0592
 KG0592                         *CURRENT SURVEY CONTROL
 KG0592  ___________________________________________________________________
 KG0592* NAD 83(1997)-  39 49 18.67295(N)    098 26 11.63495(W)     ADJUSTED  
 KG0592* NAVD 88     -                                                        
 KG0592  ___________________________________________________________________
 KG0592  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 KG0592  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 KG0592
 KG0592  HORZ ORDER  -  THIRD
 KG0592
 KG0592.The horizontal coordinates were established by classical geodetic methods
 KG0592.and adjusted by the National Geodetic Survey in October 1998..
 KG0592
 KG0592
 KG0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0592
 KG0592.The geoid height was determined by GEOID03.
 KG0592
 KG0592;                    North         East     Units Scale Factor Converg.
 KG0592;SPC KS N     -   165,339.351   362,623.213   MT  1.00000648   -0 16 34.4
 KG0592;UTM  14      - 4,408,136.851   548,219.510   MT  0.99962862   +0 21 39.0
 KG0592
 KG0592                          SUPERSEDED SURVEY CONTROL
 KG0592
 KG0592  NAD 83(1997)-  39 49 18.67636(N)    098 26 11.63600(W) AD(       ) 4
 KG0592  NAD 83(1986)-  39 49 18.67936(N)    098 26 11.63473(W) AD(       ) 4
 KG0592  NAD 27      -  39 49 18.63900(N)    098 26 10.42300(W) AD(       ) 3
 KG0592
 KG0592.Superseded values are not recommended for survey control.
 KG0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0592.See file dsdata.txt to determine how the superseded data were derived.
 KG0592
 KG0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK4822008137(NAD 83)
 KG0592_MARKER: 53 = ELEVATED TANK
 KG0592
 KG0592  HISTORY     - Date     Condition        Report By
 KG0592  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0592
 KG0592                          STATION DESCRIPTION
 KG0592
 KG0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0592'LOCATED ABOUT 1/2 BLOCK SOUTHWEST OF THE CENTER OF TOWN IN
 KG0592'THE CENTER OF A VACANT LOT.  IT IS A 4 LEGGED STEEL STRUCTURE
 KG0592'ABOUT 100 FEET HIGH WITH THE LETTERING ESBON ON THE NORTH AND
 KG0592'SOUTH SIDES OF THE TANK.  POINT OBSERVED UPON, FINIAL ON THE
 KG0592'APEX OF THE TANK ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0591 ***********************************************************************
 KG0591  DESIGNATION -  ESBON RESET
 KG0591  PID         -  KG0591
 KG0591  STATE/COUNTY-  KS/JEWELL
 KG0591  USGS QUAD   -  ESBON (1978)
 KG0591
 KG0591                         *CURRENT SURVEY CONTROL
 KG0591  ___________________________________________________________________
 KG0591* NAD 83(1997)-  39 47 04.83982(N)    098 25 36.37307(W)     ADJUSTED  
 KG0591* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 KG0591  ___________________________________________________________________
 KG0591  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 KG0591  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 KG0591
 KG0591  HORZ ORDER  -  THIRD
 KG0591
 KG0591.The horizontal coordinates were established by classical geodetic methods
 KG0591.and adjusted by the National Geodetic Survey in October 1998..
 KG0591
 KG0591.The orthometric height was scaled from a topographic map.
 KG0591
 KG0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0591
 KG0591.The geoid height was determined by GEOID03.
 KG0591
 KG0591;                    North         East     Units Scale Factor Converg.
 KG0591;SPC KS N     -   161,207.717   363,442.356   MT  1.00000022   -0 16 12.1
 KG0591;UTM  14      - 4,404,016.121   549,084.208   MT  0.99962966   +0 22 00.5
 KG0591
 KG0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0591!SPC KS N     -   0.99991778  x   1.00000022  =   0.99991800
 KG0591!UTM  14      -   0.99991778  x   0.99962966  =   0.99954747
 KG0591
 KG0591|---------------------------------------------------------------------|
 KG0591| PID    Reference Object                     Distance      Geod. Az  |
 KG0591|                                                           dddmmss.s |
 KG0591| CN9265 ESBON RM 3                           12.788 METERS 08901     |
 KG0591| CN9263 ESBON RM 1                           10.662 METERS 26929     |
 KG0591| CN9261 ESBON AZ MK                                        2715606.2 |
 KG0591| CN9262 ESBON AZ MK RESET                                  3350739.3 |
 KG0591| KG0592 ESBON MUNICIPAL TANK                APPROX. 4.2 KM 3483057.3 |
 KG0591| CN9264 ESBON RM 2                           21.938 METERS 35912     |
 KG0591|---------------------------------------------------------------------|
 KG0591
 KG0591                          SUPERSEDED SURVEY CONTROL
 KG0591
 KG0591  NAD 83(1997)-  39 47 04.84280(N)    098 25 36.37408(W) AD(       ) 3
 KG0591  NAD 83(1986)-  39 47 04.84638(N)    098 25 36.37320(W) AD(       ) 3
 KG0591  NAD 27      -  39 47 04.80900(N)    098 25 35.16400(W) AD(       ) 3
 KG0591
 KG0591.Superseded values are not recommended for survey control.
 KG0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0591.See file dsdata.txt to determine how the superseded data were derived.
 KG0591
 KG0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK4908404016(NAD 83)
 KG0591_MARKER: DS = TRIANGULATION STATION DISK
 KG0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0591
 KG0591  HISTORY     - Date     Condition        Report By
 KG0591  HISTORY     - 1950     MONUMENTED       CGS
 KG0591  HISTORY     - 1957     GOOD             CGS
 KG0591  HISTORY     - 1969     POOR             CGS
 KG0591
 KG0591                          STATION DESCRIPTION
 KG0591
 KG0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0591'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF ESBON, ON THE
 KG0591'RIGHT-OF-WAY OF U.S. HIGHWAY NO. 36 AND 0.45 MILE EAST OF ST.
 KG0591'ELIZABETHS CEMETERY.  IT IS 110.0 FEET WEST OF A FIELD ENTRANCE,
 KG0591'38.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 36 AND 5.5
 KG0591'FEET WEST OF A WITNESS POST.  IT IS STAMPED ESBON 1950 AND
 KG0591'PROJECTS 3 INCHES.
 KG0591'
 KG0591'REFERENCE MARK NO. 1 IS 38.0 FEET SOUTH OF THE CENTER OF U.S.
 KG0591'HIGHWAY NO. 36.  IT IS STAMPED ESBON NO 1 1950 AND PROJECTS 3
 KG0591'INCHES.
 KG0591'
 KG0591'REFERENCE MARK NO. 2 IS 33.0 FEET NORTH OF THE CENTER OF U.S.
 KG0591'HIGHWAY NO. 36 AND 1.5 FEET WEST OF A SIGN POST.  IT IS STAMPED
 KG0591'ESBON NO 2 1950 AND PROJECTS 3 INCHES.
 KG0591'
 KG0591'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 79.94 FEET.
 KG0591'
 KG0591'THE AZIMUTH MARK IS 71.0 FEET NORTH OF THE CENTER OF ST.
 KG0591'ELIZABETHS CEMETERY GATE, 35.0 FEET NORTH OF THE CENTER OF U.S.
 KG0591'HIGHWAY NO. 36, 3.0 FEET EAST OF A TELEPHONE POLE NO. E8 1670 AND
 KG0591'2.0 FEET EAST OF A WITNESS POST.  IT IS STAMPED ESBON 1950 AND
 KG0591'PROJECTS 4 INCHES.
 KG0591'
 KG0591'TO REACH THE STATION FROM ESBON, GO SOUTH FOR 2.5 MILES TO THE
 KG0591'JUNCTION OF U.S. HIGHWAY NO. 36, TURN LEFT AND GO EAST FOR 0.1
 KG0591'MILE TO THE TOP OF HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 KG0591'
 KG0591'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 KG0591'HIGHWAY NO. 36 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT
 KG0591'AS DESCRIBED.
 KG0591
 KG0591                          STATION RECOVERY (1957)
 KG0591
 KG0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KG0591'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KG0591'GOOD CONDITION.  ROAD CONSTRUCTION ON U.S. HIGHWAY 36 WILL
 KG0591'DESTROY REFERENCE MARK NO. 2 AND THE AZIMUTH MARK.  THEY WERE
 KG0591'MOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 KG0591'
 KG0591'STATION IS LOCATED ABOUT 2 AND 1/2 MILES SOUTH OF ESBON, 1/2
 KG0591'MILE EAST OF ST. ELIZABETHS CEMETERY, AND 250 YARDS EAST OF THE
 KG0591'JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 112, ON THE
 KG0591'RIGHT-OF-WAY OF U.S. HIGHWAY 36, 117 FEET WEST OF THE CENTER
 KG0591'OF A FIELD ENTRANCE, 38 FEET SOUTH OF THE CENTER OF OLD U.S.
 KG0591'HIGHWAY 36, AND 5.5 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 KG0591'PROJECTS 1 INCH AND THE DISK IS STAMPED ESBON 1950.
 KG0591'
 KG0591'STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE DESCRIBED.
 KG0591'
 KG0591'REFERENCE MARK NO. 1 IS WEST OF THE STATION AND 38 FEET SOUTH
 KG0591'OF THE CENTER OF OLD U.S. HIGHWAY 36.  THE MARK IS FLUSH WITH
 KG0591'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ESBON NO 1 1950.
 KG0591'
 KG0591'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 75 FEET WEST OF A
 KG0591'FIELD ENTRANCE, AND 38 FEET SOUTH OF THE CENTER OF OLD U.S.
 KG0591'HIGHWAY 36.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KG0591'ESBON NO 3 1950.
 KG0591'
 KG0591'AZIMUTH MARK (RESET) IS 0.3 MILE NORTH-NORTHWEST OF THE STATION,
 KG0591'48 FEET EAST OF THE CENTER OF STATE HIGHWAY 112, 2 FEET SOUTH
 KG0591'OF TELEPHONE POLE NO. 10, AND 2 FEET NORTH OF A WHITE WITNESS
 KG0591'POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED ESBON
 KG0591'1950 RESET 1957.
 KG0591'
 KG0591'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN OF
 KG0591'ESBON, GO SOUTH, EAST, AND SOUTH ON STATE HIGHWAY 112 FOR 2.5
 KG0591'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON
 KG0591'STATE HIGHWAY 112 FOR 0.3 MILE TO THE JUNCTION OF U.S. HIGHWAY
 KG0591'36.  TURN LEFT ON U.S. HIGHWAY 36 AND GO EAST FOR 0.15 MILE TO
 KG0591'THE STATION ON THE RIGHT AS DESCRIBED.
 KG0591'
 KG0591'THE ESBON, MUNICIPAL WATER TANK AS LISTED IN THE ORIGINAL
 KG0591'DESCRIPTION IS VISIBLE FROM THE GROUND AND MAY BE USED AS A
 KG0591'NATURAL AZIMUTH.
 KG0591
 KG0591                          STATION RECOVERY (1969)
 KG0591
 KG0591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0591'THE STATION SURFACE MARK WAS FOUND WITH THE TOP BROKEN OFF OF
 KG0591'THE CONCRETE POST.  THE UNDERGROUND MARK, REFERENCE MARK NO. 1,
 KG0591'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KG0591'REFERENCE MARK NO. 3 WAS RECOVERED AND FOUND IN GOOD CONDITION
 KG0591'BUT THE ARROW WAS POINTING NORTH OF THE STATION.  THE DISTANCE
 KG0591'AND THE DIRECTION TO THE REFERENCE MARKS DID NOT CHECK.  THE
 KG0591'ANGLE BETWEEN THE AZIMUTH MARK AND THE TANK SHOWN IN THE BOX
 KG0591'SCORE CHECKED.
 KG0591'
 KG0591'A NEW SURFACE MARK WAS SET OVER THE UNDERGROUND STATION MARK.
 KG0591'
 KG0591'THE 1957 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KG0591'
 KG0591'FOLLOWING ARE ADDITIONAL NOTES.
 KG0591'
 KG0591'STATION SURFACE MARK, A STANDARD DISK STAMPED ESBON 1950 1969,
 KG0591'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 KG0591'INCHES.  THE UNDERGROUND DISK IS STAMPED ESBON 1950, SET IN
 KG0591'THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE
 KG0591'OF THE GROUND.  A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE
 KG0591'MARK.
 KG0591'
 KG0591'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 KG0591'
 KG0591'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 KG0591'ARE NOW AT THE NORTH EDGE OF A CULTIVATED FIELD.
 KG0591'
 KG0591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 KG0591'MILES SOUTH OF ESBON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1839 ***********************************************************************
 JE1839  DESIGNATION -  ESKRIDGE
 JE1839  PID         -  JE1839
 JE1839  STATE/COUNTY-  KS/WABAUNSEE
 JE1839  USGS QUAD   -  HARVEYVILLE (1972)
 JE1839
 JE1839                         *CURRENT SURVEY CONTROL
 JE1839  ___________________________________________________________________
 JE1839* NAD 83(1997)-  38 51 44.27402(N)    095 59 00.75441(W)     ADJUSTED  
 JE1839* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 JE1839  ___________________________________________________________________
 JE1839  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 JE1839  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JE1839
 JE1839  HORZ ORDER  -  SECOND
 JE1839
 JE1839.The horizontal coordinates were established by classical geodetic methods
 JE1839.and adjusted by the National Geodetic Survey in October 1998..
 JE1839
 JE1839.The orthometric height was scaled from a topographic map.
 JE1839
 JE1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1839
 JE1839.The geoid height was determined by GEOID03.
 JE1839
 JE1839;                    North         East     Units Scale Factor Converg.
 JE1839;SPC KS N     -    60,669.192   574,998.483   MT  0.99997969   +1 16 33.0
 JE1839;SPC KS S     -   646,645.313   618,402.709   MT  1.00007187   +1 32 47.2
 JE1839;UTM  15      - 4,305,727.115   241,124.654   MT  1.00042531   -1 52 23.0
 JE1839;UTM  14      - 4,305,821.045   761,731.801   MT  1.00044363   +1 53 37.5
 JE1839
 JE1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1839!SPC KS N     -   0.99994237  x   0.99997969  =   0.99992206
 JE1839!SPC KS S     -   0.99994237  x   1.00007187  =   1.00001423
 JE1839!UTM  15      -   0.99994237  x   1.00042531  =   1.00036765
 JE1839!UTM  14      -   0.99994237  x   1.00044363  =   1.00038597
 JE1839
 JE1839|---------------------------------------------------------------------|
 JE1839| PID    Reference Object                     Distance      Geod. Az  |
 JE1839|                                                           dddmmss.s |
 JE1839| CL5177 ESKRIDGE RM 1                         8.547 METERS 17806     |
 JE1839| CL5176 ESKRIDGE AZ MK                                     2051518.0 |
 JE1839| JF1327 ESKRIDGE MUNICIPAL TANK             APPROX.11.3 KM 2690810.9 |
 JE1839| CL5178 ESKRIDGE RM 2                        13.226 METERS 26940     |
 JE1839|---------------------------------------------------------------------|
 JE1839
 JE1839                          SUPERSEDED SURVEY CONTROL
 JE1839
 JE1839  NAD 83(1986)-  38 51 44.28054(N)    095 59 00.75326(W) AD(       ) 2
 JE1839  NAD 27      -  38 51 44.27052(N)    095 58 59.79226(W) AD(       ) 2
 JE1839
 JE1839.Superseded values are not recommended for survey control.
 JE1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1839.See file dsdata.txt to determine how the superseded data were derived.
 JE1839
 JE1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD4112505727(NAD 83)
 JE1839_MARKER: DS = TRIANGULATION STATION DISK
 JE1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1839
 JE1839  HISTORY     - Date     Condition        Report By
 JE1839  HISTORY     - 1957     MONUMENTED       CGS
 JE1839  HISTORY     - 1968     GOOD             CGS
 JE1839
 JE1839                          STATION DESCRIPTION
 JE1839
 JE1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 JE1839'THE STATION IS LOCATED ABOUT 6.5 MILES EAST OF ESKRIDGE AND
 JE1839'5 MILES NORTH OF HARVEYVILLE, ON THE EAST RIGHT-OF-WAY OF A
 JE1839'NORTH-SOUTH SECTION LINE ROAD AND ON STATE OWNED PROPERTY.  IT IS
 JE1839'21 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 6 FEET
 JE1839'SOUTH OF A WHITE WITNESS POST AND 2 FEET WEST OF A NORTH-SOUTH
 JE1839'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JE1839'ESKRIDGE 1957.
 JE1839'
 JE1839'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4
 JE1839'AND 99 IN ESKRIDGE, GO SOUTHEAST ON STATE HIGHWAY 99 FOR 0.6
 JE1839'MILE TO WHERE THE HIGHWAY MAKES A RIGHT TURN SOUTH AND A GRAVELED
 JE1839'ROAD CONTINUES STRAIGHT AHEAD, EAST.  CONTINUE STRAIGHT AHEAD,
 JE1839'EAST ON GRAVELED ROAD, CROSSING RAILROAD TRACKS FOR 6.0 MILES
 JE1839'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON GRAVELED
 JE1839'ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH ON
 JE1839'GRAVELED ROAD FOR 0.45 MILE TO THE STATION ON THE RIGHT AS
 JE1839'DESCRIBED.
 JE1839'
 JE1839'REFERENCE MARK 1 IS 21 FEET EAST OF THE CENTERLINE OF THE
 JE1839'NORTH-SOUTH SECTION LINE ROAD, 34 FEET SOUTH OF THE WHITE
 JE1839'WITNESS POST AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  THE
 JE1839'MARK IS FLUSH AND THE DISK IS STAMPED ESKRIDGE NO 1 1957.
 JE1839'
 JE1839'REFERENCE MARK 2 IS 44 FEET WEST OF THE WHITE WITNESS POST, 23
 JE1839'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 1 FOOT
 JE1839'EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT
 JE1839'3 INCHES AND THE DISK IS STAMPED ESKRIDGE NO 2 1957.
 JE1839'
 JE1839'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTERLINE OF THE
 JE1839'EAST-WEST GRAVELED ROAD, 3 FEET WEST OF A POWER LINE POLE, 2 FEET
 JE1839'NORTH OF A FENCE LINE AND 2 FEET EAST OF A WHITE WITNESS POST.
 JE1839'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 JE1839'ESKRIDGE 1957.
 JE1839'
 JE1839'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE1839
 JE1839                          STATION RECOVERY (1968)
 JE1839
 JE1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JE1839'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JE1839'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JE1839'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JE1839'RECOVERY.
 JE1839'
 JE1839'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 JE1839'
 JE1839'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JE1839'
 JE1839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6-1/2
 JE1839'MILES EAST OF ESKRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1327 ***********************************************************************
 JF1327  DESIGNATION -  ESKRIDGE MUNICIPAL TANK
 JF1327  PID         -  JF1327
 JF1327  STATE/COUNTY-  KS/WABAUNSEE
 JF1327  USGS QUAD   -  ESKRIDGE (1983)
 JF1327
 JF1327                         *CURRENT SURVEY CONTROL
 JF1327  ___________________________________________________________________
 JF1327* NAD 83(1997)-  38 51 38.48579(N)    096 06 49.67579(W)     ADJUSTED  
 JF1327* NAVD 88     -                                                        
 JF1327  ___________________________________________________________________
 JF1327  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 JF1327  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 JF1327
 JF1327  HORZ ORDER  -  THIRD
 JF1327
 JF1327.The horizontal coordinates were established by classical geodetic methods
 JF1327.and adjusted by the National Geodetic Survey in October 1998..
 JF1327
 JF1327
 JF1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1327
 JF1327.The geoid height was determined by GEOID03.
 JF1327
 JF1327;                    North         East     Units Scale Factor Converg.
 JF1327;SPC KS N     -    60,247.152   563,699.614   MT  0.99997988   +1 11 36.3
 JF1327;UTM  14      - 4,305,276.899   750,433.310   MT  1.00037236   +1 48 42.6
 JF1327
 JF1327                          SUPERSEDED SURVEY CONTROL
 JF1327
 JF1327  NAD 83(1986)-  38 51 38.49248(N)    096 06 49.67313(W) AD(       ) 4
 JF1327  NAD 27      -  38 51 38.48134(N)    096 06 48.70207(W) AD(       ) 3
 JF1327
 JF1327.Superseded values are not recommended for survey control.
 JF1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1327.See file dsdata.txt to determine how the superseded data were derived.
 JF1327
 JF1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5043305277(NAD 83)
 JF1327_MARKER: 53 = ELEVATED TANK
 JF1327
 JF1327  HISTORY     - Date     Condition        Report By
 JF1327  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1327
 JF1327                          STATION DESCRIPTION
 JF1327
 JF1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1327'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER
 JF1327'TANK OF ESKRIDGE.  IT IS LOCATED ON A HIGH HILL, ABOUT 0.3 MILE
 JF1327'NORTHWEST OF THE CENTER OF TOWN, ABOUT 150 FEET SOUTHWEST OF THE
 JF1327'CENTERLINE OF STATE HIGHWAY 99 AND 4.  THE TANK IS SUPPORTED
 JF1327'BY A 4 LEGGED STEEL STRUCTURE, OVERALL HEIGHT IS ABOUT 80 FEET.
 JF1327'THE TOP OF THE TANK IS PAINTED RED, WHILE THE LOWER PART OF THE
 JF1327'TANK AND THE SUPPORTING STRUCTURE ARE PAINTED SILVER.  THE
 JF1327'WORD ESKRIDGE IS PAINTED IN BLACK ON THE NORTHWEST SIDE OF THE
 JF1327'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1186 ***********************************************************************
 HF1186  DESIGNATION -  ESTATE
 HF1186  PID         -  HF1186
 HF1186  STATE/COUNTY-  KS/BUTLER
 HF1186  USGS QUAD   -  DE GRAFF (1961)
 HF1186
 HF1186                         *CURRENT SURVEY CONTROL
 HF1186  ___________________________________________________________________
 HF1186* NAD 83(1997)-  37 55 50.36302(N)    096 50 35.01521(W)     ADJUSTED  
 HF1186* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 HF1186  ___________________________________________________________________
 HF1186  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 HF1186  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 HF1186
 HF1186  HORZ ORDER  -  SECOND
 HF1186
 HF1186.The horizontal coordinates were established by classical geodetic methods
 HF1186.and adjusted by the National Geodetic Survey in October 1998..
 HF1186
 HF1186.The orthometric height was scaled from a topographic map.
 HF1186
 HF1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1186
 HF1186.The geoid height was determined by GEOID03.
 HF1186
 HF1186;                    North         East     Units Scale Factor Converg.
 HF1186;SPC KS S     -   541,577.926   545,653.070   MT  0.99993594   +1 01 05.7
 HF1186;UTM  14      - 4,200,315.180   689,562.815   MT  1.00004260   +1 19 34.6
 HF1186
 HF1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1186!SPC KS S     -   0.99993743  x   0.99993594  =   0.99987337
 HF1186!UTM  14      -   0.99993743  x   1.00004260  =   0.99998002
 HF1186
 HF1186|---------------------------------------------------------------------|
 HF1186| PID    Reference Object                     Distance      Geod. Az  |
 HF1186|                                                           dddmmss.s |
 HF1186| CL5180 ESTATE RM 1                           9.086 METERS 07932     |
 HF1186| HF0355 PORT                                APPROX. 0.6 KM 1912705.5 |
 HF1186| CL5181 ESTATE RM 2                           7.862 METERS 28151     |
 HF1186| CL5179 ESTATE AZ MK                                       3273909.4 |
 HF1186|---------------------------------------------------------------------|
 HF1186
 HF1186                          SUPERSEDED SURVEY CONTROL
 HF1186
 HF1186  NAD 83(1997)-  37 55 50.37061(N)    096 50 35.00663(W) AD(       ) 2
 HF1186  NAD 83(1986)-  37 55 50.37462(N)    096 50 35.00997(W) AD(       ) 2
 HF1186  NAD 27      -  37 55 50.30502(N)    096 50 33.90537(W) AD(       ) 2
 HF1186
 HF1186.Superseded values are not recommended for survey control.
 HF1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1186.See file dsdata.txt to determine how the superseded data were derived.
 HF1186
 HF1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH8956300315(NAD 83)
 HF1186_MARKER: DS = TRIANGULATION STATION DISK
 HF1186_SETTING: 80 = SET IN A BOULDER
 HF1186_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HF1186
 HF1186  HISTORY     - Date     Condition        Report By
 HF1186  HISTORY     - 1962     MONUMENTED       CGS
 HF1186
 HF1186                          STATION DESCRIPTION
 HF1186
 HF1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1186'THE STATION IS ABOUT 10 MILES EAST OF POTWIN, 8 MILES NORTH
 HF1186'OF ELDORADO, 1/2 MILE EAST OF U.S. HIGHWAY 77, NEAR THE
 HF1186'SOUTHWEST EDGE OF A KNOLL, AND IN PASTURE LAND LEASED BY
 HF1186'MR. EVERETT G. GIFFORD.
 HF1186'
 HF1186'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HF1186'54 AND 77 IN ELDORADO, GO NORTH ON HIGHWAY 77 FOR 6.6 MILES
 HF1186'TO A CROSSROAD AND A SCHOOLHOUSE IN THE SOUTHWEST ANGLE
 HF1186'OF THE CROSSROAD.  CONTINUE AHEAD, NORTH, ON HIGHWAY 77
 HF1186'FOR 0.9 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE AHEAD,
 HF1186'NORTH, ON HIGHWAY 77 FOR 0.3 MILE TO A CONCRETE BRIDGE.
 HF1186'CONTINUE AHEAD, NORTH, ON HIGHWAY 77 FOR 0.3 MILE TO A SIDE
 HF1186'ROAD ON THE RIGHT.* TURN RIGHT, EAST, PASSING TO THE NORTH
 HF1186'SIDE OF FARM BUILDINGS FOR 0.25 MILE TO A CONCRETE CULVERT.
 HF1186'CONTINUE EAST ON A TRACK ROAD FOR 0.15 MILE TO A WIRE GATE
 HF1186'AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT, PASSING THROUGH
 HF1186'THE GATE AND GO SOUTHERLY ON A TRACK ROAD, THROUGH
 HF1186'PASTURE, FOR 0.2 MILE TO THE STATION, ABOUT 200 FEET EAST
 HF1186'OF THE TRACK ROAD.
 HF1186'
 HF1186'STATION MARK, A STANDARD DISK STAMPED ESTATE 1962, IS CEMENTED
 HF1186'IN A DRILLHOLE IN A 2 BY 2 FOOT BOULDER WHICH PROJECTS 3
 HF1186'INCHES.  IT IS ABOUT 330 FEET EAST OF A NORTH-SOUTH FENCE,
 HF1186'250 FEET SOUTHWEST OF THE HIGHEST POINT OF THE KNOLL AND
 HF1186'65 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE KNOLL.
 HF1186'
 HF1186'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ESTATE NO
 HF1186'1 1962, IS CEMENTED IN A DRILLHOLE IN A 2 BY 3 FOOT BOULDER
 HF1186'WHICH PROJECTS 3 INCHES.
 HF1186'
 HF1186'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ESTATE NO
 HF1186'2 1962, IS CEMENTED IN A DRILLHOLE IN AN 18 BY 18 INCH BOULDER
 HF1186'WHICH PROJECTS 3 INCHES.
 HF1186'
 HF1186'AZIMUTH MARK, A STANDARD DISK STAMPED ESTATE 1962, IS SET
 HF1186'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HF1186'38 FEET WEST OF THE CENTER OF HIGHWAY 77, 12.5 FEET NORTH
 HF1186'OF A TELEPHONE POLE, 1.6 FEET SOUTH OF A METAL WITNESS POST
 HF1186'AND 1 FOOT EAST OF A FENCE.
 HF1186'
 HF1186'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH
 HF1186'ON HIGHWAY 77 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HF1186'
 HF1186'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1008 ***********************************************************************
 HH1008  DESIGNATION -  ET 1 ES
 HH1008  PID         -  HH1008
 HH1008  STATE/COUNTY-  KS/HASKELL
 HH1008  USGS QUAD   -  WEST OF COPELAND (1978)
 HH1008
 HH1008                         *CURRENT SURVEY CONTROL
 HH1008  ___________________________________________________________________
 HH1008* NAD 83(1997)-  37 37 12.76126(N)    100 52 13.83251(W)     ADJUSTED  
 HH1008* NAVD 88     -       900.     (meters)    2953.     (feet)  SCALED    
 HH1008  ___________________________________________________________________
 HH1008  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HH1008  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 HH1008
 HH1008  HORZ ORDER  -  SECOND
 HH1008
 HH1008.The horizontal coordinates were established by classical geodetic methods
 HH1008.and adjusted by the National Geodetic Survey in October 1998..
 HH1008
 HH1008.The orthometric height was scaled from a topographic map.
 HH1008
 HH1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1008
 HH1008.The geoid height was determined by GEOID03.
 HH1008
 HH1008;                    North         East     Units Scale Factor Converg.
 HH1008;SPC KS S     -   508,488.886   190,756.336   MT  0.99994932   -1 27 24.3
 HH1008;UTM  14      - 4,165,323.231   334,923.439   MT  0.99993566   -1 08 31.4
 HH1008
 HH1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1008!SPC KS S     -   0.99986281  x   0.99994932  =   0.99981213
 HH1008!UTM  14      -   0.99986281  x   0.99993566  =   0.99979848
 HH1008
 HH1008                          SUPERSEDED SURVEY CONTROL
 HH1008
 HH1008  NAD 83(1997)-  37 37 12.76785(N)    100 52 13.82844(W) AD(       ) 2
 HH1008  NAD 83(1986)-  37 37 12.76650(N)    100 52 13.83171(W) AD(       ) 2
 HH1008  NAD 27      -  37 37 12.68213(N)    100 52 12.23342(W) AD(       ) 2
 HH1008
 HH1008.Superseded values are not recommended for survey control.
 HH1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1008.See file dsdata.txt to determine how the superseded data were derived.
 HH1008
 HH1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG3492365323(NAD 83)
 HH1008_MARKER: DB = BENCH MARK DISK
 HH1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH1008_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH1008+STABILITY: SURFACE MOTION
 HH1008
 HH1008  HISTORY     - Date     Condition        Report By
 HH1008  HISTORY     - 1961     MONUMENTED       USGS
 HH1008
 HH1008                          STATION DESCRIPTION
 HH1008
 HH1008'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (HWK)
 HH1008'THE STATION IS APPROXIMATELY 24 MILES SOUTH OF GARDEN CITY, 9-1/2
 HH1008'MILES NORTH OF SUBLETTE, ON THE EAST SIDE OF U. S. HIGHWAY 83, IN
 HH1008'THE NORTHWEST CORNER OF SECTION 18, T 28 S, R 32 W, AND ON PROPERTY
 HH1008'OWNED BY MR. L. G. MEAIRS.
 HH1008'
 HH1008'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MEAIRS,
 HH1008'DISTANCE BEING 206.37 FT. (62.902 METERS) WEST OF STATION MEAIRS.
 HH1008'THE MARK IS A U. S. GEOLOGICAL SURVEY BENCH MARK DISK WHICH IS STAMP
 HH1008'ET ES 1 1959 AND IS SET IN A 4 BY 4 INCH CONCRETE POST WHICH
 HH1008'PROJECTS 2 INCHES.  IT IS BETWEEN TWO POWER POLES WHICH ARE IN
 HH1008'THE NORTHWEST CORNER OF THE YARD, 45 FEET EAST OF THE CENTER LINE
 HH1008'OF HIGHWAY 83 AND 1 FOOT EAST OF THE WEST ONE OF TWO POWER
 HH1008'POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0756 ***********************************************************************
 HH0756  DESIGNATION -  ET 1 JA
 HH0756  PID         -  HH0756
 HH0756  STATE/COUNTY-  KS/STEVENS
 HH0756  USGS QUAD   -  WOODS SE (1974)
 HH0756
 HH0756                         *CURRENT SURVEY CONTROL
 HH0756  ___________________________________________________________________
 HH0756* NAD 83(1997)-  37 00 38.26144(N)    101 07 29.67061(W)     ADJUSTED  
 HH0756* NAVD 88     -       913.     (meters)    2995.     (feet)  SCALED    
 HH0756  ___________________________________________________________________
 HH0756  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 HH0756  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 HH0756
 HH0756  HORZ ORDER  -  THIRD
 HH0756
 HH0756.The horizontal coordinates were established by classical geodetic methods
 HH0756.and adjusted by the National Geodetic Survey in October 1998..
 HH0756
 HH0756.The orthometric height was scaled from a topographic map.
 HH0756
 HH0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0756
 HH0756.The geoid height was determined by GEOID03.
 HH0756
 HH0756;                    North         East     Units Scale Factor Converg.
 HH0756;SPC KS S     -   441,463.843   166,401.832   MT  1.00006018   -1 36 47.1
 HH0756;UTM  14      - 4,098,162.216   310,948.275   MT  1.00004031   -1 16 46.2
 HH0756
 HH0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0756!SPC KS S     -   0.99986086  x   1.00006018  =   0.99992103
 HH0756!UTM  14      -   0.99986086  x   1.00004031  =   0.99990116
 HH0756
 HH0756:                Primary Azimuth Mark                     Grid Az
 HH0756:SPC KS S     -  TYRONE MUNICIPAL WATER TANK              141 59 22.4
 HH0756:UTM  14      -  TYRONE MUNICIPAL WATER TANK              141 39 21.5
 HH0756
 HH0756|---------------------------------------------------------------------|
 HH0756| PID    Reference Object                     Distance      Geod. Az  |
 HH0756|                                                           dddmmss.s |
 HH0756| GK0800 TYRONE MUNICIPAL WATER TANK         APPROX. 8.1 KM 1402235.3 |
 HH0756|---------------------------------------------------------------------|
 HH0756
 HH0756                          SUPERSEDED SURVEY CONTROL
 HH0756
 HH0756  NAD 83(1997)-  37 00 38.27084(N)    101 07 29.67534(W) AD(       ) 3
 HH0756  NAD 83(1986)-  37 00 38.27129(N)    101 07 29.67039(W) AD(       ) 3
 HH0756  NAD 27      -  37 00 38.18631(N)    101 07 28.04533(W) AD(       ) 3
 HH0756
 HH0756.Superseded values are not recommended for survey control.
 HH0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0756.See file dsdata.txt to determine how the superseded data were derived.
 HH0756
 HH0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF1094898162(NAD 83)
 HH0756_MARKER: DE = TRAVERSE STATION DISK
 HH0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0756_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0756+STABILITY: SURFACE MOTION
 HH0756
 HH0756  HISTORY     - Date     Condition        Report By
 HH0756  HISTORY     - 1966     MONUMENTED       USGS
 HH0756
 HH0756                          STATION DESCRIPTION
 HH0756
 HH0756'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 HH0756'TYRONE, 3.7 MI N. AND 3.0 MI W. OF, 1134 FT W. OF T - RD. S. AT COR.
 HH0756'SECS. 9, 10, 15 AND 16, T. 35 S., R. 35 W., 32 FT N. OF RD., 3 FT E.
 HH0756'OF METAL WITNESS POST.  IN CONCRETE POST.  STANDARD TABLET STAMPED---
 HH0756'ET 1 JA 1966---  TO TYRONE MUNICIPAL WATER TANK ABOUT 5.0 MI
 HH0756'DISTANT--S 39 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0934 ***********************************************************************
 HH0934  DESIGNATION -  ET 1 JS
 HH0934  PID         -  HH0934
 HH0934  STATE/COUNTY-  KS/MEADE
 HH0934  USGS QUAD   -  MISSLER (1963)
 HH0934
 HH0934                         *CURRENT SURVEY CONTROL
 HH0934  ___________________________________________________________________
 HH0934* NAD 83(1997)-  37 22 20.63734(N)    100 22 49.95687(W)     ADJUSTED  
 HH0934* NAVD 88     -       816.     (meters)    2677.     (feet)  SCALED    
 HH0934  ___________________________________________________________________
 HH0934  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 HH0934  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 HH0934
 HH0934  HORZ ORDER  -  THIRD
 HH0934
 HH0934.The horizontal coordinates were established by classical geodetic methods
 HH0934.and adjusted by the National Geodetic Survey in October 1998..
 HH0934.No horizontal observational check was made to the station.
 HH0934
 HH0934.The orthometric height was scaled from a topographic map.
 HH0934
 HH0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0934
 HH0934.The geoid height was determined by GEOID03.
 HH0934
 HH0934;                    North         East     Units Scale Factor Converg.
 HH0934;SPC KS S     -   480,005.572   233,444.024   MT  0.99998089   -1 09 20.3
 HH0934;UTM  14      - 4,137,079.119   377,763.165   MT  0.99978405   -0 50 17.1
 HH0934
 HH0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0934!SPC KS S     -   0.99987607  x   0.99998089  =   0.99985696
 HH0934!UTM  14      -   0.99987607  x   0.99978405  =   0.99966015
 HH0934
 HH0934                          SUPERSEDED SURVEY CONTROL
 HH0934
 HH0934  NAD 83(1997)-  37 22 20.64597(N)    100 22 49.95708(W) AD(       ) 3
 HH0934  NAD 83(1986)-  37 22 20.64386(N)    100 22 49.95671(W) AD(       ) 3
 HH0934  NAD 27      -  37 22 20.56008(N)    100 22 48.42508(W) AD(       ) 3
 HH0934
 HH0934.Superseded values are not recommended for survey control.
 HH0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0934.See file dsdata.txt to determine how the superseded data were derived.
 HH0934
 HH0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG7776337079(NAD 83)
 HH0934_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0934_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0934+STABILITY: SURFACE MOTION
 HH0934
 HH0934  HISTORY     - Date     Condition        Report By
 HH0934  HISTORY     - 1962     MONUMENTED       USGS
 HH0934
 HH0934                          STATION DESCRIPTION
 HH0934
 HH0934'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HH0934'MEADE, 6.0 MI N. AND 2.0 MI W. OF.  NEAR COR. SECS. 4, 5, 8 AND 9.
 HH0934'T. 31 S., R. 28 W..  104 FT E. AND 38 FT S. OF CROSSROADS, 3 FT W. OF
 HH0934'POWER POLE.  IN CONCRETE POST.  STANDARD TABLET STAMPED---ET 1 JS 1962
 HH0934'---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0735 ***********************************************************************
 JH0735  DESIGNATION -  ET 13 B
 JH0735  PID         -  JH0735
 JH0735  STATE/COUNTY-  KS/FINNEY
 JH0735  USGS QUAD   -  SHALLOW WATER (1976)
 JH0735
 JH0735                         *CURRENT SURVEY CONTROL
 JH0735  ___________________________________________________________________
 JH0735* NAD 83(1997)-  38 15 01.30450(N)    100 59 35.69422(W)     ADJUSTED  
 JH0735* NAVD 88     -       892.4    (meters)    2928.     (feet)  VERTCON   
 JH0735  ___________________________________________________________________
 JH0735  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JH0735  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JH0735
 JH0735  HORZ ORDER  -  THIRD
 JH0735  VERT ORDER  -  THIRD ? (See Below)
 JH0735
 JH0735.The horizontal coordinates were established by classical geodetic methods
 JH0735.and adjusted by the National Geodetic Survey in October 1998..
 JH0735
 JH0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0735.The vertical order pertains to the NGVD 29 superseded value.
 JH0735
 JH0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0735
 JH0735.The geoid height was determined by GEOID03.
 JH0735
 JH0735;                    North         East     Units Scale Factor Converg.
 JH0735;SPC KS S     -   578,686.100   181,794.774   MT  0.99995273   -1 31 55.8
 JH0735;UTM  14      - 4,235,472.495   325,586.451   MT  0.99997465   -1 14 03.6
 JH0735
 JH0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0735!SPC KS S     -   0.99986390  x   0.99995273  =   0.99981664
 JH0735!UTM  14      -   0.99986390  x   0.99997465  =   0.99983855
 JH0735
 JH0735:                Primary Azimuth Mark                     Grid Az
 JH0735:SPC KS S     -  STA 229 DM                               082 59 32.3
 JH0735:UTM  14      -  STA 229 DM                               082 41 40.1
 JH0735
 JH0735|---------------------------------------------------------------------|
 JH0735| PID    Reference Object                     Distance      Geod. Az  |
 JH0735|                                                           dddmmss.s |
 JH0735| JH0733 STA 229 DM                          APPROX. 7.2 KM 0812736.5 |
 JH0735|---------------------------------------------------------------------|
 JH0735
 JH0735                          SUPERSEDED SURVEY CONTROL
 JH0735
 JH0735  NAD 83(1986)-  38 15 01.30729(N)    100 59 35.69286(W) AD(       ) 3
 JH0735  NAD 27      -  38 15 01.22176(N)    100 59 34.11995(W) AD(       ) 3
 JH0735  NGVD 29 (07/19/86)  892.0    (m)         2927.     (f) LEVELING    3  
 JH0735
 JH0735.Superseded values are not recommended for survey control.
 JH0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0735.See file dsdata.txt to determine how the superseded data were derived.
 JH0735
 JH0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH2558635472(NAD 83)
 JH0735_MARKER: DH = HORIZONTAL CONTROL DISK
 JH0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0735+STABILITY: SURFACE MOTION
 JH0735
 JH0735  HISTORY     - Date     Condition        Report By
 JH0735  HISTORY     - 1938     MONUMENTED       USGS
 JH0735
 JH0735                          STATION DESCRIPTION
 JH0735
 JH0735'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 JH0735'FRIEND, 0.7 MI S., 4.5 MI W. OF.  T. 21 S., RS. 33 AND 34 W., AT COR.
 JH0735'SECS. 1, 6, 7 AND 12, 31 FT S., 41 FT E. AND 1.2 FT LOWER THAN T - RD.
 JH0735'S..  19 FT E. OF FENCE COR. POST.  1 FT N. OF A WITNESS POST.  IN
 JH0735'CONCRETE POST.  A STANDARD TABLET STAMPED---TT 13 B 1938 2927---
 JH0735'CENTER OF TOP OF GANO ELEVATOR IN FRIEND ABOUT
 JH0735'5.0 MI DISTANT--N 81 DEG 28 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0568 ***********************************************************************
 JH0568  DESIGNATION -  ET 147 B
 JH0568  PID         -  JH0568
 JH0568  STATE/COUNTY-  KS/KEARNY
 JH0568  USGS QUAD   -  NORTH OF SHIRLEY (1966)
 JH0568
 JH0568                         *CURRENT SURVEY CONTROL
 JH0568  ___________________________________________________________________
 JH0568* NAD 83(1997)-  38 13 10.63483(N)    101 31 26.64258(W)     ADJUSTED  
 JH0568* NAVD 88     -      1040.0    (meters)    3412.     (feet)  VERTCON   
 JH0568  ___________________________________________________________________
 JH0568  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JH0568  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 JH0568
 JH0568  HORZ ORDER  -  THIRD
 JH0568  VERT ORDER  -  THIRD ? (See Below)
 JH0568
 JH0568.The horizontal coordinates were established by classical geodetic methods
 JH0568.and adjusted by the National Geodetic Survey in October 1998..
 JH0568
 JH0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0568.The vertical order pertains to the NGVD 29 superseded value.
 JH0568
 JH0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0568
 JH0568.The geoid height was determined by GEOID03.
 JH0568
 JH0568;                    North         East     Units Scale Factor Converg.
 JH0568;SPC KS S     -   576,650.237   135,242.529   MT  0.99994977   -1 51 30.1
 JH0568;UTM  14      - 4,233,195.074   279,039.225   MT  1.00020134   -1 33 44.0
 JH0568
 JH0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0568!SPC KS S     -   0.99984067  x   0.99994977  =   0.99979045
 JH0568!UTM  14      -   0.99984067  x   1.00020134  =   1.00004198
 JH0568
 JH0568:                Primary Azimuth Mark                     Grid Az
 JH0568:SPC KS S     -  STA 209 DM                               307 25 28.9
 JH0568:UTM  14      -  STA 209 DM                               307 07 42.8
 JH0568
 JH0568|---------------------------------------------------------------------|
 JH0568| PID    Reference Object                     Distance      Geod. Az  |
 JH0568|                                                           dddmmss.s |
 JH0568| JH0569 STA 209 DM                          APPROX. 1.4 KM 3053358.8 |
 JH0568|---------------------------------------------------------------------|
 JH0568
 JH0568                          SUPERSEDED SURVEY CONTROL
 JH0568
 JH0568  NAD 83(1997)-  38 13 10.63660(N)    101 31 26.64153(W) AD(       ) 3
 JH0568  NAD 83(1986)-  38 13 10.63699(N)    101 31 26.64001(W) AD(       ) 3
 JH0568  NAD 27      -  38 13 10.53297(N)    101 31 25.04031(W) AD(       ) 3
 JH0568  NGVD 29 (07/19/86) 1039.6    (m)         3411.     (f) LEVELING    3  
 JH0568
 JH0568.Superseded values are not recommended for survey control.
 JH0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0568.See file dsdata.txt to determine how the superseded data were derived.
 JH0568
 JH0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH7903933195(NAD 83)
 JH0568_MARKER: DH = HORIZONTAL CONTROL DISK
 JH0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0568_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0568+STABILITY: SURFACE MOTION
 JH0568
 JH0568  HISTORY     - Date     Condition        Report By
 JH0568  HISTORY     - 1940     MONUMENTED       USGS
 JH0568
 JH0568                          STATION DESCRIPTION
 JH0568
 JH0568'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 JH0568'T. 21 S., R. 38 W., NEAR NW. COR. SEC. 20. 94 FT S. AND 45 FT E. OF
 JH0568'JUNCTION OF T - RD. E., IN CONCRETE POST.  STANDARD TABLET STAMPED---
 JH0568'ET 147 B 1940---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0552 ***********************************************************************
 JH0552  DESIGNATION -  ET 15 KEE
 JH0552  PID         -  JH0552
 JH0552  STATE/COUNTY-  KS/KEARNY
 JH0552  USGS QUAD   -  MATTOX DRAW NW (1969)
 JH0552
 JH0552                         *CURRENT SURVEY CONTROL
 JH0552  ___________________________________________________________________
 JH0552* NAD 83(1997)-  38 07 59.97723(N)    101 23 43.45255(W)     ADJUSTED  
 JH0552* NAVD 88     -       989.6    (meters)    3247.     (feet)  VERTCON   
 JH0552  ___________________________________________________________________
 JH0552  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JH0552  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 JH0552
 JH0552  HORZ ORDER  -  THIRD
 JH0552  VERT ORDER  -  THIRD ? (See Below)
 JH0552
 JH0552.The horizontal coordinates were established by classical geodetic methods
 JH0552.and adjusted by the National Geodetic Survey in October 1998..
 JH0552
 JH0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0552.The vertical order pertains to the NGVD 29 superseded value.
 JH0552
 JH0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0552
 JH0552.The geoid height was determined by GEOID03.
 JH0552
 JH0552;                    North         East     Units Scale Factor Converg.
 JH0552;SPC KS S     -   566,719.185   146,205.970   MT  0.99994298   -1 46 45.5
 JH0552;UTM  14      - 4,223,318.933   290,056.641   MT  1.00014287   -1 28 46.9
 JH0552
 JH0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0552!SPC KS S     -   0.99984862  x   0.99994298  =   0.99979161
 JH0552!UTM  14      -   0.99984862  x   1.00014287  =   0.99999147
 JH0552
 JH0552:                Primary Azimuth Mark                     Grid Az
 JH0552:SPC KS S     -  STA 246 DM                               271 26 41.5
 JH0552:UTM  14      -  STA 246 DM                               271 08 42.9
 JH0552
 JH0552|---------------------------------------------------------------------|
 JH0552| PID    Reference Object                     Distance      Geod. Az  |
 JH0552|                                                           dddmmss.s |
 JH0552| JH0554 STA 246 DM                          APPROX. 2.1 KM 2693956.0 |
 JH0552|---------------------------------------------------------------------|
 JH0552
 JH0552                          SUPERSEDED SURVEY CONTROL
 JH0552
 JH0552  NAD 83(1997)-  38 07 59.97950(N)    101 23 43.45087(W) AD(       ) 3
 JH0552  NAD 83(1986)-  38 07 59.98015(N)    101 23 43.44929(W) AD(       ) 3
 JH0552  NAD 27      -  38 07 59.90442(N)    101 23 41.83975(W) AD(       ) 3
 JH0552  NGVD 29 (07/19/86)  989.1    (m)         3245.     (f) LEVELING    3  
 JH0552
 JH0552.Superseded values are not recommended for survey control.
 JH0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0552.See file dsdata.txt to determine how the superseded data were derived.
 JH0552
 JH0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH9005723319(NAD 83)
 JH0552_MARKER: DH = HORIZONTAL CONTROL DISK
 JH0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0552+STABILITY: SURFACE MOTION
 JH0552
 JH0552  HISTORY     - Date     Condition        Report By
 JH0552  HISTORY     - 1965     MONUMENTED       USGS
 JH0552
 JH0552                          STATION DESCRIPTION
 JH0552
 JH0552'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JH0552'HARTLAND, 17.0 MI N., 1.5 MI W. OF, T. 22 S., R. 37 W.. AT COR. SECS.
 JH0552'16, 17, 20 AND 21.  40 FT N., 68 FT E. AND 0.5 FT HIGHER THAN
 JH0552'CROSSROADS.  1.5 FT S. OF WITNESS POST.  STANDARD TABLET SET IN
 JH0552'CONCRETE POST.  STAMPED---ET 15 KEE 1965---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0548 ***********************************************************************
 JH0548  DESIGNATION -  ET 19 KEE
 JH0548  PID         -  JH0548
 JH0548  STATE/COUNTY-  KS/KEARNY
 JH0548  USGS QUAD   -  MATTOX DRAW NE (1965)
 JH0548
 JH0548                         *CURRENT SURVEY CONTROL
 JH0548  ___________________________________________________________________
 JH0548* NAD 83(1997)-  38 14 57.20406(N)    101 21 35.04079(W)     ADJUSTED  
 JH0548* NAVD 88     -      1006.3    (meters)    3302.     (feet)  VERTCON   
 JH0548  ___________________________________________________________________
 JH0548  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 JH0548  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 JH0548
 JH0548  HORZ ORDER  -  THIRD
 JH0548  VERT ORDER  -  THIRD ? (See Below)
 JH0548
 JH0548.The horizontal coordinates were established by classical geodetic methods
 JH0548.and adjusted by the National Geodetic Survey in October 1998..
 JH0548
 JH0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0548.The vertical order pertains to the NGVD 29 superseded value.
 JH0548
 JH0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0548
 JH0548.The geoid height was determined by GEOID03.
 JH0548
 JH0548;                    North         East     Units Scale Factor Converg.
 JH0548;SPC KS S     -   579,480.465   149,726.100   MT  0.99995262   -1 45 26.6
 JH0548;UTM  14      - 4,236,100.721   293,511.040   MT  1.00012514   -1 27 41.0
 JH0548
 JH0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0548!SPC KS S     -   0.99984595  x   0.99995262  =   0.99979858
 JH0548!UTM  14      -   0.99984595  x   1.00012514  =   0.99997107
 JH0548
 JH0548:                Primary Azimuth Mark                     Grid Az
 JH0548:SPC KS S     -  STA 215 DM                               271 54 50.9
 JH0548:UTM  14      -  STA 215 DM                               271 37 05.3
 JH0548
 JH0548|---------------------------------------------------------------------|
 JH0548| PID    Reference Object                     Distance      Geod. Az  |
 JH0548|                                                           dddmmss.s |
 JH0548| JH0551 STA 215 DM                          APPROX. 1.6 KM 2700924.3 |
 JH0548|---------------------------------------------------------------------|
 JH0548
 JH0548                          SUPERSEDED SURVEY CONTROL
 JH0548
 JH0548  NAD 83(1997)-  38 14 57.20658(N)    101 21 35.03938(W) AD(       ) 3
 JH0548  NAD 83(1986)-  38 14 57.20669(N)    101 21 35.03871(W) AD(       ) 3
 JH0548  NAD 27      -  38 14 57.10282(N)    101 21 33.44561(W) AD(       ) 3
 JH0548  NGVD 29 (07/19/86) 1005.9    (m)         3300.     (f) LEVELING    3  
 JH0548
 JH0548.Superseded values are not recommended for survey control.
 JH0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0548.See file dsdata.txt to determine how the superseded data were derived.
 JH0548
 JH0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH9351136101(NAD 83)
 JH0548_MARKER: DH = HORIZONTAL CONTROL DISK
 JH0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0548+STABILITY: SURFACE MOTION
 JH0548
 JH0548  HISTORY     - Date     Condition        Report By
 JH0548  HISTORY     - 1965     MONUMENTED       USGS
 JH0548
 JH0548                          STATION DESCRIPTION
 JH0548
 JH0548'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JH0548'HARTLAND, 25.0 MI N., 0.5 MI E. OF, T. 21 S., R. 37 W., AT COR. SECS.
 JH0548'2, 3, 10 AND 11.  36 FT S., 46 FT W. AND 2.7 FT LOWER THAN CROSSROADS.
 JH0548'5 FT E. OF A TELEPHONE POLE.  1 FT S. OF A WITNESS POST.  IN CONCRETE
 JH0548'POST.  A STANDARD TABLET STAMPED---19 KEE 1965 E.T.---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0947 ***********************************************************************
 HH0947  DESIGNATION -  ET 2 JS
 HH0947  PID         -  HH0947
 HH0947  STATE/COUNTY-  KS/MEADE
 HH0947  USGS QUAD   -  KISMET NE (1963)
 HH0947
 HH0947                         *CURRENT SURVEY CONTROL
 HH0947  ___________________________________________________________________
 HH0947* NAD 83(1997)-  37 07 34.81793(N)    100 30 58.90050(W)     ADJUSTED  
 HH0947* NAVD 88     -       810.     (meters)    2657.     (feet)  SCALED    
 HH0947  ___________________________________________________________________
 HH0947  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HH0947  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 HH0947
 HH0947  HORZ ORDER  -  THIRD
 HH0947
 HH0947.The horizontal coordinates were established by classical geodetic methods
 HH0947.and adjusted by the National Geodetic Survey in October 1998..
 HH0947.No horizontal observational check was made to the station.
 HH0947
 HH0947.The orthometric height was scaled from a topographic map.
 HH0947
 HH0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0947
 HH0947.The geoid height was determined by GEOID03.
 HH0947
 HH0947;                    North         East     Units Scale Factor Converg.
 HH0947;SPC KS S     -   452,954.814   220,826.193   MT  1.00003055   -1 14 20.8
 HH0947;UTM  14      - 4,109,963.631   365,299.383   MT  0.99982352   -0 54 55.3
 HH0947
 HH0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0947!SPC KS S     -   0.99987706  x   1.00003055  =   0.99990761
 HH0947!UTM  14      -   0.99987706  x   0.99982352  =   0.99970060
 HH0947
 HH0947                          SUPERSEDED SURVEY CONTROL
 HH0947
 HH0947  NAD 83(1997)-  37 07 34.82541(N)    100 30 58.90082(W) AD(       ) 3
 HH0947  NAD 83(1986)-  37 07 34.82659(N)    100 30 58.90105(W) AD(       ) 3
 HH0947  NAD 27      -  37 07 34.72874(N)    100 30 57.35636(W) AD(       ) 3
 HH0947
 HH0947.Superseded values are not recommended for survey control.
 HH0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0947.See file dsdata.txt to determine how the superseded data were derived.
 HH0947
 HH0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG6529909964(NAD 83)
 HH0947_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0947_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0947+STABILITY: SURFACE MOTION
 HH0947
 HH0947  HISTORY     - Date     Condition        Report By
 HH0947  HISTORY     - 1962     MONUMENTED       USGS
 HH0947
 HH0947                          STATION DESCRIPTION
 HH0947
 HH0947'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HH0947'MEADE, 10.0 MI W. OF AND 11.0 MI S. OF.  NEAR QUARTER COR. BETWEEN
 HH0947'SECS. 6 AND 31, TPS. 33 AND 34 S., R 29 W..  IN PASTURE LAND AT END OF
 HH0947'COUNTY RD..  50 FT N. OF CENTER OF RD. AND CATTLE GUARD AT ENTRANCE TO
 HH0947'OIL WELLS.  0.5 FT W. OF N. - S. FENCE.  IN CONCRETE POST.  STANDARD
 HH0947'TABLET STAMPED---ET 2 JS 1962---.  RADIO MAST 3.0 MI DISTANT
 HH0947'--N 71 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0550 ***********************************************************************
 JH0550  DESIGNATION -  ET 22 KEE
 JH0550  PID         -  JH0550
 JH0550  STATE/COUNTY-  KS/KEARNY
 JH0550  USGS QUAD   -  MATTOX DRAW SW (1966)
 JH0550
 JH0550                         *CURRENT SURVEY CONTROL
 JH0550  ___________________________________________________________________
 JH0550* NAD 83(1997)-  38 06 09.75136(N)    101 29 11.58095(W)     ADJUSTED  
 JH0550* NAVD 88     -      1026.6    (meters)    3368.     (feet)  VERTCON   
 JH0550  ___________________________________________________________________
 JH0550  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 JH0550  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 JH0550
 JH0550  HORZ ORDER  -  THIRD
 JH0550  VERT ORDER  -  THIRD ? (See Below)
 JH0550
 JH0550.The horizontal coordinates were established by classical geodetic methods
 JH0550.and adjusted by the National Geodetic Survey in October 1998..
 JH0550
 JH0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0550.The vertical order pertains to the NGVD 29 superseded value.
 JH0550
 JH0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0550
 JH0550.The geoid height was determined by GEOID03.
 JH0550
 JH0550;                    North         East     Units Scale Factor Converg.
 JH0550;SPC KS S     -   563,574.546   138,110.431   MT  0.99994112   -1 50 07.1
 JH0550;UTM  14      - 4,220,131.246   281,975.883   MT  1.00018547   -1 32 06.0
 JH0550
 JH0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0550!SPC KS S     -   0.99984280  x   0.99994112  =   0.99978393
 JH0550!UTM  14      -   0.99984280  x   1.00018547  =   1.00002824
 JH0550
 JH0550:                Primary Azimuth Mark                     Grid Az
 JH0550:SPC KS S     -  STA 249 DM                               304 51 16.0
 JH0550:UTM  14      -  STA 249 DM                               304 33 14.9
 JH0550
 JH0550|---------------------------------------------------------------------|
 JH0550| PID    Reference Object                     Distance      Geod. Az  |
 JH0550|                                                           dddmmss.s |
 JH0550| JH0574 STA 249 DM                          APPROX. 3.9 KM 3030108.9 |
 JH0550|---------------------------------------------------------------------|
 JH0550
 JH0550                          SUPERSEDED SURVEY CONTROL
 JH0550
 JH0550  NAD 83(1997)-  38 06 09.75299(N)    101 29 11.57904(W) AD(       ) 3
 JH0550  NAD 83(1986)-  38 06 09.75370(N)    101 29 11.57700(W) AD(       ) 3
 JH0550  NAD 27      -  38 06 09.68328(N)    101 29 09.96866(W) AD(       ) 3
 JH0550  NGVD 29 (07/19/86) 1026.2    (m)         3367.     (f) LEVELING    3  
 JH0550
 JH0550.Superseded values are not recommended for survey control.
 JH0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0550.See file dsdata.txt to determine how the superseded data were derived.
 JH0550
 JH0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH8197620131(NAD 83)
 JH0550_MARKER: DH = HORIZONTAL CONTROL DISK
 JH0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0550_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0550+STABILITY: SURFACE MOTION
 JH0550
 JH0550  HISTORY     - Date     Condition        Report By
 JH0550  HISTORY     - 1965     MONUMENTED       USGS
 JH0550
 JH0550                          STATION DESCRIPTION
 JH0550
 JH0550'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JH0550'KENDALL, 11.7 MI N., 3.3 MI E. OF.  T. 22 N., R. 38  W..  AT COR.
 JH0550'SECS. 27, 28, 33 AND 34.  50 FT N., 33 FT W. AND 0.8 FT HIGHER THAN
 JH0550'PRIVATE DRIVE E..  3 FT E. OF A POWER POLE.  IN CONCRETE POST.
 JH0550'STANDARD TABLET STAMPED---ET 22 KEE 1965---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0830 ***********************************************************************
 HH0830  DESIGNATION -  ET 23 ES
 HH0830  PID         -  HH0830
 HH0830  STATE/COUNTY-  KS/STANTON
 HH0830  USGS QUAD   -  BIG BOW NW (1978)
 HH0830
 HH0830                         *CURRENT SURVEY CONTROL
 HH0830  ___________________________________________________________________
 HH0830* NAD 83(1997)-  37 43 19.11116(N)    101 42 28.03467(W)     ADJUSTED  
 HH0830* NAVD 88     -       987.7    (meters)    3240.     (feet)  VERTCON   
 HH0830  ___________________________________________________________________
 HH0830  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 HH0830  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 HH0830
 HH0830  HORZ ORDER  -  THIRD
 HH0830  VERT ORDER  -  THIRD ? (See Below)
 HH0830
 HH0830.The horizontal coordinates were established by classical geodetic methods
 HH0830.and adjusted by the National Geodetic Survey in October 1998..
 HH0830
 HH0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0830.The vertical order pertains to the NGVD 29 superseded value.
 HH0830
 HH0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0830
 HH0830.The geoid height was determined by GEOID03.
 HH0830
 HH0830;                    North         East     Units Scale Factor Converg.
 HH0830;SPC KS S     -   521,987.194   117,264.044   MT  0.99994172   -1 58 16.6
 HH0830;UTM  14      - 4,178,420.128   261,346.236   MT  1.00030158   -1 39 27.0
 HH0830
 HH0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0830!SPC KS S     -   0.99984892  x   0.99994172  =   0.99979065
 HH0830!UTM  14      -   0.99984892  x   1.00030158  =   1.00015046
 HH0830
 HH0830:                Primary Azimuth Mark                     Grid Az
 HH0830:SPC KS S     -  STA 64 IGT                               090 21 20.9
 HH0830:UTM  14      -  STA 64 IGT                               090 02 31.3
 HH0830
 HH0830|---------------------------------------------------------------------|
 HH0830| PID    Reference Object                     Distance      Geod. Az  |
 HH0830|                                                           dddmmss.s |
 HH0830| HH0829 STA 64 IGT                          APPROX. 2.3 KM 0882304.3 |
 HH0830|---------------------------------------------------------------------|
 HH0830
 HH0830                          SUPERSEDED SURVEY CONTROL
 HH0830
 HH0830  NAD 83(1997)-  37 43 19.11286(N)    101 42 28.03616(W) AD(       ) 3
 HH0830  NAD 83(1986)-  37 43 19.11791(N)    101 42 28.03299(W) AD(       ) 3
 HH0830  NAD 27      -  37 43 19.03267(N)    101 42 26.34818(W) AD(       ) 3
 HH0830  NGVD 29 (07/19/86)  987.3    (m)         3239.     (f) LEVELING    3  
 HH0830
 HH0830.Superseded values are not recommended for survey control.
 HH0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0830.See file dsdata.txt to determine how the superseded data were derived.
 HH0830
 HH0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG6134678420(NAD 83)
 HH0830_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0830+STABILITY: SURFACE MOTION
 HH0830
 HH0830  HISTORY     - Date     Condition        Report By
 HH0830  HISTORY     - 1958     MONUMENTED       USGS
 HH0830
 HH0830                          STATION DESCRIPTION
 HH0830
 HH0830'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HH0830'JOHNSON, 10.5 MI N. AND 2.5 MI E. OF.  T. 27 S., R. 40 W., NEAR COR.
 HH0830'SECS. 4, 5, 8 AND 9.  197 FT S. AND 210 FT E. AND 0.5 FT BELOW E. - W.
 HH0830'RD. AT CROPLINE N., 1 FT S. OF 5 IN. IRON WELL PIPE, IN CONCRETE POST.
 HH0830'A STANDARD TABLET STAMPED---ET 23 ES 1958 3239---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0827 ***********************************************************************
 HH0827  DESIGNATION -  ET 25 ES
 HH0827  PID         -  HH0827
 HH0827  STATE/COUNTY-  KS/STANTON
 HH0827  USGS QUAD   -  BIG BOW NW (1978)
 HH0827
 HH0827                         *CURRENT SURVEY CONTROL
 HH0827  ___________________________________________________________________
 HH0827* NAD 83(1997)-  37 44 12.53588(N)    101 38 08.55202(W)     ADJUSTED  
 HH0827* NAVD 88     -      1008.0    (meters)    3307.     (feet)  VERTCON   
 HH0827  ___________________________________________________________________
 HH0827  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 HH0827  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 HH0827
 HH0827  HORZ ORDER  -  THIRD
 HH0827  VERT ORDER  -  THIRD ? (See Below)
 HH0827
 HH0827.The horizontal coordinates were established by classical geodetic methods
 HH0827.and adjusted by the National Geodetic Survey in October 1998..
 HH0827
 HH0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0827.The vertical order pertains to the NGVD 29 superseded value.
 HH0827
 HH0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0827
 HH0827.The geoid height was determined by GEOID03.
 HH0827
 HH0827;                    North         East     Units Scale Factor Converg.
 HH0827;SPC KS S     -   523,417.176   123,670.040   MT  0.99994087   -1 55 37.1
 HH0827;UTM  14      - 4,179,885.635   267,746.499   MT  1.00026445   -1 36 49.9
 HH0827
 HH0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0827!SPC KS S     -   0.99984577  x   0.99994087  =   0.99978665
 HH0827!UTM  14      -   0.99984577  x   1.00026445  =   1.00011018
 HH0827
 HH0827:                Primary Azimuth Mark                     Grid Az
 HH0827:SPC KS S     -  STA 63 IGT                               227 12 18.3
 HH0827:UTM  14      -  STA 63 IGT                               226 53 31.1
 HH0827
 HH0827|---------------------------------------------------------------------|
 HH0827| PID    Reference Object                     Distance      Geod. Az  |
 HH0827|                                                           dddmmss.s |
 HH0827| HH0828 STA 63 IGT                          APPROX. 2.3 KM 2251641.2 |
 HH0827|---------------------------------------------------------------------|
 HH0827
 HH0827                          SUPERSEDED SURVEY CONTROL
 HH0827
 HH0827  NAD 83(1997)-  37 44 12.53847(N)    101 38 08.55313(W) AD(       ) 3
 HH0827  NAD 83(1986)-  37 44 12.54488(N)    101 38 08.55082(W) AD(       ) 3
 HH0827  NAD 27      -  37 44 12.42107(N)    101 38 06.86310(W) AD(       ) 3
 HH0827  NGVD 29 (07/19/86) 1007.6    (m)         3306.     (f) LEVELING    3  
 HH0827
 HH0827.Superseded values are not recommended for survey control.
 HH0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0827.See file dsdata.txt to determine how the superseded data were derived.
 HH0827
 HH0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG6774679886(NAD 83)
 HH0827_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0827+STABILITY: SURFACE MOTION
 HH0827
 HH0827  HISTORY     - Date     Condition        Report By
 HH0827  HISTORY     - 1958     MONUMENTED       USGS
 HH0827
 HH0827                          STATION DESCRIPTION
 HH0827
 HH0827'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HH0827'JOHNSON, 11.5 MI N. AND 6.5 MI E. OF.  TS. 26 AND 27 S., RS. 39 AND 40
 HH0827'W., NEAR COR. SECS. 1, 6, 31 AND 36.  30 FT S. AND 36 FT W. AND 0.6 FT
 HH0827'ABOVE T - RD. E., 1 FT N. OF A POWER POLE, IN CONCRETE POST.  A
 HH0827'STANDARD TABLET STAMPED---ET 25 ES 1958 3306---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0746 ***********************************************************************
 HH0746  DESIGNATION -  ET 26 ES
 HH0746  PID         -  HH0746
 HH0746  STATE/COUNTY-  KS/KEARNY
 HH0746  USGS QUAD   -  ULYSSES NW (1959)
 HH0746
 HH0746                         *CURRENT SURVEY CONTROL
 HH0746  ___________________________________________________________________
 HH0746* NAD 83(1997)-  37 44 10.86415(N)    101 25 04.91015(W)     ADJUSTED  
 HH0746* NAVD 88     -       944.0    (meters)    3097.     (feet)  VERTCON   
 HH0746  ___________________________________________________________________
 HH0746  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 HH0746  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 HH0746
 HH0746  HORZ ORDER  -  THIRD
 HH0746  VERT ORDER  -  THIRD ? (See Below)
 HH0746
 HH0746.The horizontal coordinates were established by classical geodetic methods
 HH0746.and adjusted by the National Geodetic Survey in October 1998..
 HH0746.No horizontal observational check was made to the station.
 HH0746
 HH0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0746.The vertical order pertains to the NGVD 29 superseded value.
 HH0746
 HH0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0746
 HH0746.The geoid height was determined by GEOID03.
 HH0746
 HH0746;                    North         East     Units Scale Factor Converg.
 HH0746;SPC KS S     -   522,742.896   142,844.525   MT  0.99994090   -1 47 35.6
 HH0746;UTM  14      - 4,179,315.937   286,929.563   MT  1.00015921   -1 28 49.7
 HH0746
 HH0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0746!SPC KS S     -   0.99985586  x   0.99994090  =   0.99979677
 HH0746!UTM  14      -   0.99985586  x   1.00015921  =   1.00001505
 HH0746
 HH0746                          SUPERSEDED SURVEY CONTROL
 HH0746
 HH0746  NAD 83(1997)-  37 44 10.86821(N)    101 25 04.91007(W) AD(       ) 3
 HH0746  NAD 83(1986)-  37 44 10.87433(N)    101 25 04.90914(W) AD(       ) 3
 HH0746  NAD 27      -  37 44 10.71237(N)    101 25 03.24661(W) AD(       ) 3
 HH0746  NGVD 29 (07/19/86)  943.6    (m)         3096.     (f) LEVELING    3  
 HH0746
 HH0746.Superseded values are not recommended for survey control.
 HH0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0746.See file dsdata.txt to determine how the superseded data were derived.
 HH0746
 HH0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG8693079316(NAD 83)
 HH0746_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0746+STABILITY: SURFACE MOTION
 HH0746
 HH0746  HISTORY     - Date     Condition        Report By
 HH0746  HISTORY     - 1958     MONUMENTED       USGS
 HH0746
 HH0746                          STATION DESCRIPTION
 HH0746
 HH0746'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HH0746'ULYSSES, 11.0 MI N. AND 3.0 MI W. OF.  TS. 26 AND 27 S., RS. 37 AND 38
 HH0746'W., NEAR COR. SECS. 1, 6, 31 AND 36.  40 FT N. AND 3 FT W. AND 1.2 FT
 HH0746'BELOW E. - W. RD. AT FENCE N., 3 FT NW. OF COR. FENCE POST, IN
 HH0746'CONCRETE POST.  A STANDARD TABLET STAMPED---ET 26 ES 1958---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0942 ***********************************************************************
 HH0942  DESIGNATION -  ET 269 L
 HH0942  PID         -  HH0942
 HH0942  STATE/COUNTY-  KS/MEADE
 HH0942  USGS QUAD   -  PLAINS (1963)
 HH0942
 HH0942                         *CURRENT SURVEY CONTROL
 HH0942  ___________________________________________________________________
 HH0942* NAD 83(1997)-  37 22 22.71378(N)    100 31 29.69373(W)     ADJUSTED  
 HH0942* NAVD 88     -       835.1    (meters)    2740.     (feet)  VERTCON   
 HH0942  ___________________________________________________________________
 HH0942  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 HH0942  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 HH0942
 HH0942  HORZ ORDER  -  THIRD
 HH0942  VERT ORDER  -  THIRD ? (See Below)
 HH0942
 HH0942.The horizontal coordinates were established by classical geodetic methods
 HH0942.and adjusted by the National Geodetic Survey in October 1998..
 HH0942.No horizontal observational check was made to the station.
 HH0942
 HH0942.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0942.The vertical order pertains to the NGVD 29 superseded value.
 HH0942
 HH0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0942
 HH0942.The geoid height was determined by GEOID03.
 HH0942
 HH0942;                    North         East     Units Scale Factor Converg.
 HH0942;SPC KS S     -   480,337.375   220,660.671   MT  0.99998080   -1 14 39.7
 HH0942;UTM  14      - 4,137,339.902   364,980.429   MT  0.99982456   -0 55 32.8
 HH0942
 HH0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0942!SPC KS S     -   0.99987311  x   0.99998080  =   0.99985391
 HH0942!UTM  14      -   0.99987311  x   0.99982456  =   0.99969769
 HH0942
 HH0942                          SUPERSEDED SURVEY CONTROL
 HH0942
 HH0942  NAD 83(1997)-  37 22 22.72249(N)    100 31 29.69472(W) AD(       ) 3
 HH0942  NAD 83(1986)-  37 22 22.72292(N)    100 31 29.69379(W) AD(       ) 3
 HH0942  NAD 27      -  37 22 22.63895(N)    100 31 28.14570(W) AD(       ) 3
 HH0942  NGVD 29 (07/19/86)  834.8    (m)         2739.     (f) LEVELING    3  
 HH0942
 HH0942.Superseded values are not recommended for survey control.
 HH0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0942.See file dsdata.txt to determine how the superseded data were derived.
 HH0942
 HH0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG6498037340(NAD 83)
 HH0942_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0942+STABILITY: SURFACE MOTION
 HH0942
 HH0942  HISTORY     - Date     Condition        Report By
 HH0942  HISTORY     - 1940     MONUMENTED       USGS
 HH0942
 HH0942                          STATION DESCRIPTION
 HH0942
 HH0942'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 HH0942'MEADE, 10.0 MI W. AND 6.0 MI N. OF.  NEAR COR. SECS. 1, 6, 7 AND 12.
 HH0942'T 31 S., RS. 29 AND 30 W..  147 FT E. AND 36 FT N. OF CROSSROADS.  IN
 HH0942'CONCRETE POST.  STANDARD TABLET STAMPED---269 L 1940---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0576 ***********************************************************************
 JH0576  DESIGNATION -  ET 27 KEE
 JH0576  PID         -  JH0576
 JH0576  STATE/COUNTY-  KS/HAMILTON
 JH0576  USGS QUAD   -  NORTH OF SAND CREEK (1966)
 JH0576
 JH0576                         *CURRENT SURVEY CONTROL
 JH0576  ___________________________________________________________________
 JH0576* NAD 83(1997)-  38 07 36.93056(N)    101 39 05.88180(W)     ADJUSTED  
 JH0576* NAVD 88     -      1066.0    (meters)    3497.     (feet)  VERTCON   
 JH0576  ___________________________________________________________________
 JH0576  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JH0576  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 JH0576
 JH0576  HORZ ORDER  -  THIRD
 JH0576  VERT ORDER  -  THIRD ? (See Below)
 JH0576
 JH0576.The horizontal coordinates were established by classical geodetic methods
 JH0576.and adjusted by the National Geodetic Survey in October 1998..
 JH0576
 JH0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0576.The vertical order pertains to the NGVD 29 superseded value.
 JH0576
 JH0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0576
 JH0576.The geoid height was determined by GEOID03.
 JH0576
 JH0576;                    North         East     Units Scale Factor Converg.
 JH0576;SPC KS S     -   566,737.362   123,730.519   MT  0.99994257   -1 56 12.4
 JH0576;UTM  14      - 4,223,219.695   267,575.551   MT  1.00026537   -1 38 16.3
 JH0576
 JH0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0576!SPC KS S     -   0.99983660  x   0.99994257  =   0.99977918
 JH0576!UTM  14      -   0.99983660  x   1.00026537  =   1.00010193
 JH0576
 JH0576:                Primary Azimuth Mark                     Grid Az
 JH0576:SPC KS S     -  STA 253 DM                               076 05 24.8
 JH0576:UTM  14      -  STA 253 DM                               075 47 28.7
 JH0576
 JH0576|---------------------------------------------------------------------|
 JH0576| PID    Reference Object                     Distance      Geod. Az  |
 JH0576|                                                           dddmmss.s |
 JH0576| JH0575 STA 253 DM                          APPROX. 2.2 KM 0740912.4 |
 JH0576|---------------------------------------------------------------------|
 JH0576
 JH0576                          SUPERSEDED SURVEY CONTROL
 JH0576
 JH0576  NAD 83(1997)-  38 07 36.93169(N)    101 39 05.88065(W) AD(       ) 3
 JH0576  NAD 83(1986)-  38 07 36.93246(N)    101 39 05.87776(W) AD(       ) 3
 JH0576  NAD 27      -  38 07 36.87456(N)    101 39 04.26298(W) AD(       ) 3
 JH0576  NGVD 29 (07/19/86) 1065.5    (m)         3496.     (f) LEVELING    3  
 JH0576
 JH0576.Superseded values are not recommended for survey control.
 JH0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0576.See file dsdata.txt to determine how the superseded data were derived.
 JH0576
 JH0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH6757623220(NAD 83)
 JH0576_MARKER: DH = HORIZONTAL CONTROL DISK
 JH0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0576+STABILITY: SURFACE MOTION
 JH0576
 JH0576  HISTORY     - Date     Condition        Report By
 JH0576  HISTORY     - 1965     MONUMENTED       USGS
 JH0576
 JH0576                          STATION DESCRIPTION
 JH0576
 JH0576'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JH0576'SYRACUSE, 10.1 MI N., 5.5 MI E. OF.  T. 22 N., RS. 39 AND 40 W..  0.1
 JH0576'MI N. OF QUARTER COR. SECS. 19 AND 24, 36 FT E. OF CENTER OF RD., 3 FT
 JH0576'E. OF A COLORADO - INTERSTATE GAS PIPELINE MARKER.  IN TOP OF A 42 IN.
 JH0576'CONCRETE POST, STAMPED---ET 27 KEE 1965---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0939 ***********************************************************************
 HH0939  DESIGNATION -  ET 280 L
 HH0939  PID         -  HH0939
 HH0939  STATE/COUNTY-  KS/MEADE
 HH0939  USGS QUAD   -  PLAINS NE (1967)
 HH0939
 HH0939                         *CURRENT SURVEY CONTROL
 HH0939  ___________________________________________________________________
 HH0939* NAD 83(1997)-  37 23 15.32562(N)    100 30 25.17478(W)     ADJUSTED  
 HH0939* NAVD 88     -       834.4    (meters)    2738.     (feet)  VERTCON   
 HH0939  ___________________________________________________________________
 HH0939  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 HH0939  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 HH0939
 HH0939  HORZ ORDER  -  THIRD
 HH0939  VERT ORDER  -  THIRD ? (See Below)
 HH0939
 HH0939.The horizontal coordinates were established by classical geodetic methods
 HH0939.and adjusted by the National Geodetic Survey in October 1998..
 HH0939.No horizontal observational check was made to the station.
 HH0939
 HH0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0939.The vertical order pertains to the NGVD 29 superseded value.
 HH0939
 HH0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0939
 HH0939.The geoid height was determined by GEOID03.
 HH0939
 HH0939;                    North         East     Units Scale Factor Converg.
 HH0939;SPC KS S     -   481,924.621   222,282.617   MT  0.99997843   -1 14 00.1
 HH0939;UTM  14      - 4,138,935.885   366,593.274   MT  0.99981923   -0 54 54.7
 HH0939
 HH0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0939!SPC KS S     -   0.99987321  x   0.99997843  =   0.99985165
 HH0939!UTM  14      -   0.99987321  x   0.99981923  =   0.99969247
 HH0939
 HH0939                          SUPERSEDED SURVEY CONTROL
 HH0939
 HH0939  NAD 83(1997)-  37 23 15.33443(N)    100 30 25.17568(W) AD(       ) 3
 HH0939  NAD 83(1986)-  37 23 15.33457(N)    100 30 25.17442(W) AD(       ) 3
 HH0939  NAD 27      -  37 23 15.25151(N)    100 30 23.62834(W) AD(       ) 3
 HH0939  NGVD 29 (07/19/86)  834.1    (m)         2737.     (f) LEVELING    3  
 HH0939
 HH0939.Superseded values are not recommended for survey control.
 HH0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0939.See file dsdata.txt to determine how the superseded data were derived.
 HH0939
 HH0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG6659338936(NAD 83)
 HH0939_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0939_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0939+STABILITY: SURFACE MOTION
 HH0939
 HH0939  HISTORY     - Date     Condition        Report By
 HH0939  HISTORY     - 1940     MONUMENTED       USGS
 HH0939
 HH0939                          STATION DESCRIPTION
 HH0939
 HH0939'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 HH0939'MEADE, 7.0 MI N. AND 9.0 MI W. OF.  NEAR COR. SEC. 5, 6, 32 AND 33.
 HH0939'T. 30 AND 31 S., R. 29 W..  NEAR MIDDLE OF REVERSE CURVE IN N. - S.
 HH0939'RD..  111 FT NE. OF INTERSECTION OF FIELD RD. AND MAIN N. - S. RD..
 HH0939'47 FT E. OF CENTER OF RD..  IN CONCRETE POST.  STANDARD TABLET STAMPED
 HH0939'---280 L 1940---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0577 ***********************************************************************
 JH0577  DESIGNATION -  ET 29 KEE
 JH0577  PID         -  JH0577
 JH0577  STATE/COUNTY-  KS/HAMILTON
 JH0577  USGS QUAD   -  NORTH OF SAND CREEK (1966)
 JH0577
 JH0577                         *CURRENT SURVEY CONTROL
 JH0577  ___________________________________________________________________
 JH0577* NAD 83(1997)-  38 14 01.50101(N)    101 39 08.93219(W)     ADJUSTED  
 JH0577* NAVD 88     -      1070.9    (meters)    3513.     (feet)  VERTCON   
 JH0577  ___________________________________________________________________
 JH0577  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 JH0577  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 JH0577
 JH0577  HORZ ORDER  -  THIRD
 JH0577  VERT ORDER  -  THIRD ? (See Below)
 JH0577
 JH0577.The horizontal coordinates were established by classical geodetic methods
 JH0577.and adjusted by the National Geodetic Survey in October 1998..
 JH0577
 JH0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0577.The vertical order pertains to the NGVD 29 superseded value.
 JH0577
 JH0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0577
 JH0577.The geoid height was determined by GEOID03.
 JH0577
 JH0577;                    North         East     Units Scale Factor Converg.
 JH0577;SPC KS S     -   578,590.040   124,057.102   MT  0.99995110   -1 56 14.2
 JH0577;UTM  14      - 4,235,077.676   267,840.783   MT  1.00026384   -1 38 32.2
 JH0577
 JH0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0577!SPC KS S     -   0.99983581  x   0.99995110  =   0.99978691
 JH0577!UTM  14      -   0.99983581  x   1.00026384  =   1.00009960
 JH0577
 JH0577:                Primary Azimuth Mark                     Grid Az
 JH0577:SPC KS S     -  STA 206 DM                               281 18 48.7
 JH0577:UTM  14      -  STA 206 DM                               281 01 06.7
 JH0577
 JH0577|---------------------------------------------------------------------|
 JH0577| PID    Reference Object                     Distance      Geod. Az  |
 JH0577|                                                           dddmmss.s |
 JH0577| JH0578 STA 206 DM                          APPROX. 2.5 KM 2792234.5 |
 JH0577|---------------------------------------------------------------------|
 JH0577
 JH0577                          SUPERSEDED SURVEY CONTROL
 JH0577
 JH0577  NAD 83(1997)-  38 14 01.50234(N)    101 39 08.93174(W) AD(       ) 3
 JH0577  NAD 83(1986)-  38 14 01.50306(N)    101 39 08.92954(W) AD(       ) 3
 JH0577  NAD 27      -  38 14 01.40983(N)    101 39 07.32030(W) AD(       ) 3
 JH0577  NGVD 29 (07/19/86) 1070.5    (m)         3512.     (f) LEVELING    3  
 JH0577
 JH0577.Superseded values are not recommended for survey control.
 JH0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0577.See file dsdata.txt to determine how the superseded data were derived.
 JH0577
 JH0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH6784135078(NAD 83)
 JH0577_MARKER: DH = HORIZONTAL CONTROL DISK
 JH0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0577+STABILITY: SURFACE MOTION
 JH0577
 JH0577  HISTORY     - Date     Condition        Report By
 JH0577  HISTORY     - 1965     MONUMENTED       USGS
 JH0577
 JH0577                          STATION DESCRIPTION
 JH0577
 JH0577'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JH0577'SYRACUSE, 17.5 MI N., 5.5 MI E. OF.  T. 21 N., RS. 39 AND 40 W., AT
 JH0577'COR. SECS. 12, 13, 7 AND 18, 32 FT N., 9 FT W. AND 0.3 FT HIGHER THAN
 JH0577'T - RD. S..  15 FT E. OF A RD. N..  3 FT NW. OF A POWER POLE.  IN A
 JH0577'CONCRETE POST.  A STANDARD TABLET STAMPED---ET 29 KEE 1965---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0951 ***********************************************************************
 HH0951  DESIGNATION -  ET 3 JS
 HH0951  PID         -  HH0951
 HH0951  STATE/COUNTY-  KS/MEADE
 HH0951  USGS QUAD   -  KISMET SW (1971)
 HH0951
 HH0951                         *CURRENT SURVEY CONTROL
 HH0951  ___________________________________________________________________
 HH0951* NAD 83(1997)-  37 00 00.63400(N)    100 37 55.80394(W)     ADJUSTED  
 HH0951* NAVD 88     -       814.     (meters)    2671.     (feet)  SCALED    
 HH0951  ___________________________________________________________________
 HH0951  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HH0951  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 HH0951
 HH0951  HORZ ORDER  -  THIRD
 HH0951
 HH0951.The horizontal coordinates were established by classical geodetic methods
 HH0951.and adjusted by the National Geodetic Survey in October 1998..
 HH0951
 HH0951.The orthometric height was scaled from a topographic map.
 HH0951
 HH0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0951
 HH0951.The geoid height was determined by GEOID03.
 HH0951
 HH0951;                    North         East     Units Scale Factor Converg.
 HH0951;SPC KS S     -   439,185.431   210,217.196   MT  1.00006306   -1 18 37.0
 HH0951;UTM  14      - 4,096,136.988   354,771.001   MT  0.99985983   -0 58 56.8
 HH0951
 HH0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0951!SPC KS S     -   0.99987646  x   1.00006306  =   0.99993951
 HH0951!UTM  14      -   0.99987646  x   0.99985983  =   0.99973631
 HH0951
 HH0951:                Primary Azimuth Mark                     Grid Az
 HH0951:SPC KS S     -  MEADE MICH WISC PIPE MICROWAVE           061 24 50.0
 HH0951:UTM  14      -  MEADE MICH WISC PIPE MICROWAVE           061 05 09.8
 HH0951
 HH0951|---------------------------------------------------------------------|
 HH0951| PID    Reference Object                     Distance      Geod. Az  |
 HH0951|                                                           dddmmss.s |
 HH0951| HH0921 MEADE MICH WISC PIPE MICROWAVE      APPROX.16.3 KM 0600613.0 |
 HH0951|---------------------------------------------------------------------|
 HH0951
 HH0951                          SUPERSEDED SURVEY CONTROL
 HH0951
 HH0951  NAD 83(1997)-  37 00 00.64249(N)    100 37 55.80544(W) AD(       ) 3
 HH0951  NAD 83(1986)-  37 00 00.64190(N)    100 37 55.80261(W) AD(       ) 3
 HH0951  NAD 27      -  37 00 00.54227(N)    100 37 54.24391(W) AD(       ) 3
 HH0951
 HH0951.Superseded values are not recommended for survey control.
 HH0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0951.See file dsdata.txt to determine how the superseded data were derived.
 HH0951
 HH0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF5477196137(NAD 83)
 HH0951_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0951+STABILITY: SURFACE MOTION
 HH0951
 HH0951  HISTORY     - Date     Condition        Report By
 HH0951  HISTORY     - 1962     MONUMENTED       USGS
 HH0951
 HH0951                          STATION DESCRIPTION
 HH0951
 HH0951'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HH0951'LIBERAL, 16.0 MI E. AND 2.6 MI S. OF.  NEAR S. COR. SECS. 8 AND 13,
 HH0951'T. 35 S., R. 30 AND 31 W., 573 FT W. OF CATTLEGUARD ENTRANCE TO ADAMS
 HH0951'CATTLE CO. LAND, 328 FT E. OF E. - W. RD. AND FENCE N..  29 FT N. OF
 HH0951'CENTER OF E. - W. RD. AND APPROX. OKLAHOMA - KANSAS STATE BOUNDARY.
 HH0951'1 FT S. OF RIGHT - OF - WAY FENCE.  IN CONCRETE POST STANDARD TABLET
 HH0951'STAMPED---ET 3 JS 1962---.  RADIO MAST AT MICHIGAN -
 HH0951'WISCONSIN GAS CO. COMPRESSION STATION NO. 1, ABOUT 10.0 MI DISTANT--
 HH0951'N 60 DEG 06 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0815 ***********************************************************************
 HH0815  DESIGNATION -  ET 30 M
 HH0815  PID         -  HH0815
 HH0815  STATE/COUNTY-  KS/GRANT
 HH0815  USGS QUAD   -  BIG BOW NE (1959)
 HH0815
 HH0815                         *CURRENT SURVEY CONTROL
 HH0815  ___________________________________________________________________
 HH0815* NAD 83(1997)-  37 44 10.47588(N)    101 31 36.97988(W)     ADJUSTED  
 HH0815* NAVD 88     -       981.4    (meters)    3220.     (feet)  VERTCON   
 HH0815  ___________________________________________________________________
 HH0815  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 HH0815  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 HH0815
 HH0815  HORZ ORDER  -  THIRD
 HH0815  VERT ORDER  -  THIRD ? (See Below)
 HH0815
 HH0815.The horizontal coordinates were established by classical geodetic methods
 HH0815.and adjusted by the National Geodetic Survey in October 1998..
 HH0815
 HH0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0815.The vertical order pertains to the NGVD 29 superseded value.
 HH0815
 HH0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0815
 HH0815.The geoid height was determined by GEOID03.
 HH0815
 HH0815;                    North         East     Units Scale Factor Converg.
 HH0815;SPC KS S     -   523,036.920   133,249.757   MT  0.99994090   -1 51 36.5
 HH0815;UTM  14      - 4,179,557.625   277,330.993   MT  1.00021074   -1 32 49.9
 HH0815
 HH0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0815!SPC KS S     -   0.99984996  x   0.99994090  =   0.99979087
 HH0815!UTM  14      -   0.99984996  x   1.00021074  =   1.00006067
 HH0815
 HH0815:                Primary Azimuth Mark                     Grid Az
 HH0815:SPC KS S     -  STA 55 IGT                               091 23 23.3
 HH0815:UTM  14      -  STA 55 IGT                               091 04 36.7
 HH0815
 HH0815|---------------------------------------------------------------------|
 HH0815| PID    Reference Object                     Distance      Geod. Az  |
 HH0815|                                                           dddmmss.s |
 HH0815| HH0814 STA 55 IGT                          APPROX. 1.5 KM 0893146.8 |
 HH0815|---------------------------------------------------------------------|
 HH0815
 HH0815                          SUPERSEDED SURVEY CONTROL
 HH0815
 HH0815  NAD 83(1997)-  37 44 10.47932(N)    101 31 36.98025(W) AD(       ) 3
 HH0815  NAD 83(1986)-  37 44 10.48643(N)    101 31 36.97863(W) AD(       ) 3
 HH0815  NAD 27      -  37 44 10.32941(N)    101 31 35.30364(W) AD(       ) 3
 HH0815  NGVD 29 (07/19/86)  981.0    (m)         3218.     (f) LEVELING    3  
 HH0815
 HH0815.Superseded values are not recommended for survey control.
 HH0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0815.See file dsdata.txt to determine how the superseded data were derived.
 HH0815
 HH0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG7733179558(NAD 83)
 HH0815_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0815+STABILITY: SURFACE MOTION
 HH0815
 HH0815  HISTORY     - Date     Condition        Report By
 HH0815  HISTORY     - 1941     MONUMENTED       USGS
 HH0815
 HH0815                          STATION DESCRIPTION
 HH0815
 HH0815'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 HH0815'TS. 26 AND 27 S., RS. 38 AND 39 W., NEAR COR. SECS. 1, 6, 31 AND 36.
 HH0815'AT COR. OF GRANT, HAMILTON, KEARNY AND STANTON COUNTIES, 31 FT S. AND
 HH0815'22 FT E. OF E. - W. RD. AT N. - S. FENCE LINE, IN CONCRETE POST.  A
 HH0815'STANDARD TABLET STAMPED---ET 30 M 1941---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0817 ***********************************************************************
 HH0817  DESIGNATION -  ET 31 M
 HH0817  PID         -  HH0817
 HH0817  STATE/COUNTY-  KS/STANTON
 HH0817  USGS QUAD   -  BIG BOW NE (1959)
 HH0817
 HH0817                         *CURRENT SURVEY CONTROL
 HH0817  ___________________________________________________________________
 HH0817* NAD 83(1997)-  37 44 10.64329(N)    101 33 48.71285(W)     ADJUSTED  
 HH0817* NAVD 88     -       980.9    (meters)    3218.     (feet)  VERTCON   
 HH0817  ___________________________________________________________________
 HH0817  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 HH0817  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 HH0817
 HH0817  HORZ ORDER  -  THIRD
 HH0817  VERT ORDER  -  THIRD ? (See Below)
 HH0817
 HH0817.The horizontal coordinates were established by classical geodetic methods
 HH0817.and adjusted by the National Geodetic Survey in October 1998..
 HH0817.No horizontal observational check was made to the station.
 HH0817
 HH0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0817.The vertical order pertains to the NGVD 29 superseded value.
 HH0817
 HH0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0817
 HH0817.The geoid height was determined by GEOID03.
 HH0817
 HH0817;                    North         East     Units Scale Factor Converg.
 HH0817;SPC KS S     -   523,147.403   130,026.352   MT  0.99994090   -1 52 57.5
 HH0817;UTM  14      - 4,179,650.525   274,106.133   MT  1.00022856   -1 34 10.6
 HH0817
 HH0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0817!SPC KS S     -   0.99985004  x   0.99994090  =   0.99979095
 HH0817!UTM  14      -   0.99985004  x   1.00022856  =   1.00007857
 HH0817
 HH0817                          SUPERSEDED SURVEY CONTROL
 HH0817
 HH0817  NAD 83(1997)-  37 44 10.64650(N)    101 33 48.71372(W) AD(       ) 3
 HH0817  NAD 83(1986)-  37 44 10.65359(N)    101 33 48.71183(W) AD(       ) 3
 HH0817  NAD 27      -  37 44 10.50427(N)    101 33 47.03256(W) AD(       ) 3
 HH0817  NGVD 29 (07/19/86)  980.5    (m)         3217.     (f) LEVELING    3  
 HH0817
 HH0817.Superseded values are not recommended for survey control.
 HH0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0817.See file dsdata.txt to determine how the superseded data were derived.
 HH0817
 HH0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG7410679651(NAD 83)
 HH0817_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0817+STABILITY: SURFACE MOTION
 HH0817
 HH0817  HISTORY     - Date     Condition        Report By
 HH0817  HISTORY     - 1941     MONUMENTED       USGS
 HH0817
 HH0817                          STATION DESCRIPTION
 HH0817
 HH0817'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 HH0817'TS. 26 AND 27 S., R. 39 W., NEAR COR. SECS. 2, 3, 34 AND 35.  85 FT S.
 HH0817'AND 61 FT E. OF T - RD. W., IN CONCRETE POST.  A STANDARD TABLET
 HH0817'STAMPED---ET 31 M 1941---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0749 ***********************************************************************
 HH0749  DESIGNATION -  ET 37 ES
 HH0749  PID         -  HH0749
 HH0749  STATE/COUNTY-  KS/KEARNY
 HH0749  USGS QUAD   -  ULYSSES NW (1959)
 HH0749
 HH0749                         *CURRENT SURVEY CONTROL
 HH0749  ___________________________________________________________________
 HH0749* NAD 83(1997)-  37 44 11.15944(N)    101 28 22.51687(W)     ADJUSTED  
 HH0749* NAVD 88     -       971.6    (meters)    3188.     (feet)  VERTCON   
 HH0749  ___________________________________________________________________
 HH0749  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 HH0749  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HH0749
 HH0749  HORZ ORDER  -  THIRD
 HH0749  VERT ORDER  -  THIRD ? (See Below)
 HH0749
 HH0749.The horizontal coordinates were established by classical geodetic methods
 HH0749.and adjusted by the National Geodetic Survey in October 1998..
 HH0749
 HH0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0749.The vertical order pertains to the NGVD 29 superseded value.
 HH0749
 HH0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0749
 HH0749.The geoid height was determined by GEOID03.
 HH0749
 HH0749;                    North         East     Units Scale Factor Converg.
 HH0749;SPC KS S     -   522,904.815   138,009.116   MT  0.99994089   -1 49 37.0
 HH0749;UTM  14      - 4,179,451.486   282,092.224   MT  1.00018490   -1 30 50.8
 HH0749
 HH0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0749!SPC KS S     -   0.99985153  x   0.99994089  =   0.99979242
 HH0749!UTM  14      -   0.99985153  x   1.00018490  =   1.00003640
 HH0749
 HH0749:                Primary Azimuth Mark                     Grid Az
 HH0749:SPC KS S     -  STA 53 IGT                               092 23 40.8
 HH0749:UTM  14      -  STA 53 IGT                               092 04 54.6
 HH0749
 HH0749|---------------------------------------------------------------------|
 HH0749| PID    Reference Object                     Distance      Geod. Az  |
 HH0749|                                                           dddmmss.s |
 HH0749| HH0748 STA 53 IGT                          APPROX. 1.2 KM 0903403.8 |
 HH0749|---------------------------------------------------------------------|
 HH0749
 HH0749                          SUPERSEDED SURVEY CONTROL
 HH0749
 HH0749  NAD 83(1997)-  37 44 11.16323(N)    101 28 22.51695(W) AD(       ) 3
 HH0749  NAD 83(1986)-  37 44 11.17000(N)    101 28 22.51566(W) AD(       ) 3
 HH0749  NAD 27      -  37 44 11.00777(N)    101 28 20.84683(W) AD(       ) 3
 HH0749  NGVD 29 (07/19/86)  971.2    (m)         3186.     (f) LEVELING    3  
 HH0749
 HH0749.Superseded values are not recommended for survey control.
 HH0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0749.See file dsdata.txt to determine how the superseded data were derived.
 HH0749
 HH0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG8209279451(NAD 83)
 HH0749_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0749_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0749+STABILITY: SURFACE MOTION
 HH0749
 HH0749  HISTORY     - Date     Condition        Report By
 HH0749  HISTORY     - 1958     MONUMENTED       USGS
 HH0749
 HH0749                          STATION DESCRIPTION
 HH0749
 HH0749'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HH0749'ULYSSES, 11.0 MI N. AND 6.0 MI W. OF.  TS. 26 AND 27 S., R. 38 W.,
 HH0749'NEAR COR. SECS. 3, 4, 33 AND 34.  30 FT N. AND 14 FT E. AND 1.5 FT
 HH0749'ABOVE CROSSROADS, 1 FT S. OF COR. FENCE POST, IN CONCRETE POST.  A
 HH0749'STANDARD TABLET STAMPED---ET 37 ES 1958 3186---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0731 ***********************************************************************
 HH0731  DESIGNATION -  ET 38 ES
 HH0731  PID         -  HH0731
 HH0731  STATE/COUNTY-  KS/GRANT
 HH0731  USGS QUAD   -  ULYSSES NE (1959)
 HH0731
 HH0731                         *CURRENT SURVEY CONTROL
 HH0731  ___________________________________________________________________
 HH0731* NAD 83(1997)-  37 44 10.02466(N)    101 18 33.27541(W)     ADJUSTED  
 HH0731* NAVD 88     -       941.2    (meters)    3088.     (feet)  VERTCON   
 HH0731  ___________________________________________________________________
 HH0731  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 HH0731  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 HH0731
 HH0731  HORZ ORDER  -  THIRD
 HH0731  VERT ORDER  -  THIRD ? (See Below)
 HH0731
 HH0731.The horizontal coordinates were established by classical geodetic methods
 HH0731.and adjusted by the National Geodetic Survey in October 1998..
 HH0731.No horizontal observational check was made to the station.
 HH0731
 HH0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0731.The vertical order pertains to the NGVD 29 superseded value.
 HH0731
 HH0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0731
 HH0731.The geoid height was determined by GEOID03.
 HH0731
 HH0731;                    North         East     Units Scale Factor Converg.
 HH0731;SPC KS S     -   522,422.569   152,427.830   MT  0.99994091   -1 43 34.9
 HH0731;UTM  14      - 4,179,047.856   296,516.328   MT  1.00011002   -1 24 49.7
 HH0731
 HH0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0731!SPC KS S     -   0.99985632  x   0.99994091  =   0.99979724
 HH0731!UTM  14      -   0.99985632  x   1.00011002  =   0.99996632
 HH0731
 HH0731                          SUPERSEDED SURVEY CONTROL
 HH0731
 HH0731  NAD 83(1997)-  37 44 10.02919(N)    101 18 33.27456(W) AD(       ) 3
 HH0731  NAD 83(1986)-  37 44 10.03353(N)    101 18 33.27435(W) AD(       ) 3
 HH0731  NAD 27      -  37 44 09.88255(N)    101 18 31.62431(W) AD(       ) 3
 HH0731  NGVD 29 (07/19/86)  940.8    (m)         3087.     (f) LEVELING    3  
 HH0731
 HH0731.Superseded values are not recommended for survey control.
 HH0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0731.See file dsdata.txt to determine how the superseded data were derived.
 HH0731
 HH0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG9651679048(NAD 83)
 HH0731_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0731_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0731+STABILITY: SURFACE MOTION
 HH0731
 HH0731  HISTORY     - Date     Condition        Report By
 HH0731  HISTORY     - 1958     MONUMENTED       USGS
 HH0731
 HH0731                          STATION DESCRIPTION
 HH0731
 HH0731'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HH0731'ULYSSES, 11.0 MI N. AND 3.0 MI E. OF.  TS. 27 AND 28 S., RS. 36 AND 37
 HH0731'W., NEAR COR. SECS. 1, 6, 31 AND 36.  27 FT S. AND 52 FT W. AND 2.4 FT
 HH0731'ABOVE CROSSROADS, 1 FT E. OF GRADER BLADE, IN CONCRETE POST.  A
 HH0731'STANDARD TABLET STAMPED---ET 38 ES 1958 3087---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0925 ***********************************************************************
 HH0925  DESIGNATION -  ET 4 JS
 HH0925  PID         -  HH0925
 HH0925  STATE/COUNTY-  KS/MEADE
 HH0925  USGS QUAD   -  IRISH FLATS (1983)
 HH0925
 HH0925                         *CURRENT SURVEY CONTROL
 HH0925  ___________________________________________________________________
 HH0925* NAD 83(1997)-  37 00 25.60979(N)    100 29 10.42480(W)     ADJUSTED  
 HH0925* NAVD 88     -       722.8    (meters)    2371.     (feet)  VERTCON   
 HH0925  ___________________________________________________________________
 HH0925  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 HH0925  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 HH0925
 HH0925  HORZ ORDER  -  THIRD
 HH0925  VERT ORDER  -  THIRD ? (See Below)
 HH0925
 HH0925.The horizontal coordinates were established by classical geodetic methods
 HH0925.and adjusted by the National Geodetic Survey in October 1998..
 HH0925
 HH0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0925.The vertical order pertains to the NGVD 29 superseded value.
 HH0925
 HH0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0925
 HH0925.The geoid height was determined by GEOID03.
 HH0925
 HH0925;                    North         East     Units Scale Factor Converg.
 HH0925;SPC KS S     -   439,668.339   223,221.461   MT  1.00006115   -1 13 14.1
 HH0925;UTM  14      - 4,096,693.949   367,769.376   MT  0.99981540   -0 53 41.0
 HH0925
 HH0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0925!SPC KS S     -   0.99989083  x   1.00006115  =   0.99995197
 HH0925!UTM  14      -   0.99989083  x   0.99981540  =   0.99970625
 HH0925
 HH0925:                Primary Azimuth Mark                     Grid Az
 HH0925:SPC KS S     -  MEADE MICH WISC PIPE MICROWAVE           010 20 37.6
 HH0925:UTM  14      -  MEADE MICH WISC PIPE MICROWAVE           010 01 04.5
 HH0925
 HH0925|---------------------------------------------------------------------|
 HH0925| PID    Reference Object                     Distance      Geod. Az  |
 HH0925|                                                           dddmmss.s |
 HH0925| HH0921 MEADE MICH WISC PIPE MICROWAVE      APPROX. 7.5 KM 0090723.5 |
 HH0925|---------------------------------------------------------------------|
 HH0925
 HH0925                          SUPERSEDED SURVEY CONTROL
 HH0925
 HH0925  NAD 83(1997)-  37 00 25.61701(N)    100 29 10.42559(W) AD(       ) 3
 HH0925  NAD 83(1986)-  37 00 25.61378(N)    100 29 10.42306(W) AD(       ) 3
 HH0925  NAD 27      -  37 00 25.51043(N)    100 29 08.88123(W) AD(       ) 3
 HH0925  NGVD 29 (07/19/86)  722.5    (m)         2370.     (f) LEVELING    3  
 HH0925
 HH0925.Superseded values are not recommended for survey control.
 HH0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0925.See file dsdata.txt to determine how the superseded data were derived.
 HH0925
 HH0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF6776996694(NAD 83)
 HH0925_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0925_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0925+STABILITY: SURFACE MOTION
 HH0925
 HH0925  HISTORY     - Date     Condition        Report By
 HH0925  HISTORY     - 1962     MONUMENTED       USGS
 HH0925
 HH0925                          STATION DESCRIPTION
 HH0925
 HH0925'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HH0925'FORGAN, OKLAHOMA, 7.0 MI N. AND 3.0 MI E. OF.  IN NW. QUARTER SEC. 16,
 HH0925'T. 35 S., R. 29 W..  0.6 MI NORTHEASTERLY ALONG STATE HWY. 23 FROM
 HH0925'OKLAHOMA - KANSAS STATE BOUNDARY.  317 FT NE. OF CENTER OF CONCRETE
 HH0925'CULVERT CROSSING THE HWY..  65 FT NW. (NORMAL TO) CENTER OF HWY..  2
 HH0925'FT NW. OF RIGHT - OF - WAY FENCE.  IN CONCRETE POST.  PROJECTING 3
 HH0925'IN.  STANDARD TABLET STAMPED---ET 4 JS 1962---.  RADIO MAST
 HH0925'AT MICHIGAN - WISCONSIN GAS COMPANY COMPRESSOR STATION NO. 1, 4.5 MI
 HH0925'DISTANT--N 09 DEG 07 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0922 ***********************************************************************
 HH0922  DESIGNATION -  ET 5 JS
 HH0922  PID         -  HH0922
 HH0922  STATE/COUNTY-  KS/MEADE
 HH0922  USGS QUAD   -  IRISH FLATS (1983)
 HH0922
 HH0922                         *CURRENT SURVEY CONTROL
 HH0922  ___________________________________________________________________
 HH0922* NAD 83(1997)-  37 01 27.69656(N)    100 22 45.63133(W)     ADJUSTED  
 HH0922* NAVD 88     -       748.     (meters)    2454.     (feet)  SCALED    
 HH0922  ___________________________________________________________________
 HH0922  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 HH0922  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 HH0922
 HH0922  HORZ ORDER  -  THIRD
 HH0922
 HH0922.The horizontal coordinates were established by classical geodetic methods
 HH0922.and adjusted by the National Geodetic Survey in October 1998..
 HH0922
 HH0922.The orthometric height was scaled from a topographic map.
 HH0922
 HH0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0922
 HH0922.The geoid height was determined by GEOID03.
 HH0922
 HH0922;                    North         East     Units Scale Factor Converg.
 HH0922;SPC KS S     -   441,384.814   232,771.888   MT  1.00005646   -1 09 17.7
 HH0922;UTM  14      - 4,098,464.120   377,307.445   MT  0.99978544   -0 49 50.5
 HH0922
 HH0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0922!SPC KS S     -   0.99988683  x   1.00005646  =   0.99994329
 HH0922!UTM  14      -   0.99988683  x   0.99978544  =   0.99967230
 HH0922
 HH0922:                Primary Azimuth Mark                     Grid Az
 HH0922:SPC KS S     -  STA 21 JFS                               295 04 17.4
 HH0922:UTM  14      -  STA 21 JFS                               294 44 50.2
 HH0922
 HH0922|---------------------------------------------------------------------|
 HH0922| PID    Reference Object                     Distance      Geod. Az  |
 HH0922|                                                           dddmmss.s |
 HH0922| HH0924 STA 21 JFS                          APPROX. 4.9 KM 2935459.7 |
 HH0922|---------------------------------------------------------------------|
 HH0922
 HH0922                          SUPERSEDED SURVEY CONTROL
 HH0922
 HH0922  NAD 83(1997)-  37 01 27.70301(N)    100 22 45.63133(W) AD(       ) 3
 HH0922  NAD 83(1986)-  37 01 27.69787(N)    100 22 45.62867(W) AD(       ) 3
 HH0922  NAD 27      -  37 01 27.59389(N)    100 22 44.09823(W) AD(       ) 3
 HH0922
 HH0922.Superseded values are not recommended for survey control.
 HH0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0922.See file dsdata.txt to determine how the superseded data were derived.
 HH0922
 HH0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF7730798464(NAD 83)
 HH0922_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0922_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0922+STABILITY: SURFACE MOTION
 HH0922
 HH0922  HISTORY     - Date     Condition        Report By
 HH0922  HISTORY     - 1962     MONUMENTED       USGS
 HH0922
 HH0922                          STATION DESCRIPTION
 HH0922
 HH0922'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HH0922'MEADE, KANSAS, ABOUT 18.0 MI S. AND 2.0 MI W. OF.  ABOUT 1.5 MI N. OF
 HH0922'OKLAHOMA - KANSAS STATE LINE AND 2.0 MI N. OF THE CIMARRON RIVER.
 HH0922'NEAR COR. SECS. 4, 5, 8 AND 9, T. 35 S., R. 28 W..  ON SANDY KNOLL IN
 HH0922'GRASSLAND.  117 FT S. OF WIRE GATE ENTRANCE TO ADAMS CATTLE COMPANY
 HH0922'LAND, 35 FT E. OF A TRACK RD..  IN CONCRETE POST PROJECTING 4 IN.,
 HH0922'STANDARD TABLET STAMPED---ET 5 JS 1962---.  FINIAL ON
 HH0922'CHURCH STEEPLE 2.0 MI DISTANT--N 02 DEG 17 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0705 ***********************************************************************
 HH0705  DESIGNATION -  ET 53 ES
 HH0705  PID         -  HH0705
 HH0705  STATE/COUNTY-  KS/GRANT
 HH0705  USGS QUAD   -  HICKOK NE (1978)
 HH0705
 HH0705                         *CURRENT SURVEY CONTROL
 HH0705  ___________________________________________________________________
 HH0705* NAD 83(1997)-  37 38 04.20713(N)    101 06 31.36367(W)     ADJUSTED  
 HH0705* NAVD 88     -       938.64   (+/-2cm)    3079.5    (feet)  VERTCON   
 HH0705  ___________________________________________________________________
 HH0705  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 HH0705  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 HH0705
 HH0705  HORZ ORDER  -  SECOND
 HH0705  VERT ORDER  -  THIRD ? (See Below)
 HH0705
 HH0705.The horizontal coordinates were established by classical geodetic methods
 HH0705.and adjusted by the National Geodetic Survey in October 1998..
 HH0705
 HH0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0705.The vertical order pertains to the NGVD 29 superseded value.
 HH0705
 HH0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0705
 HH0705.The geoid height was determined by GEOID03.
 HH0705
 HH0705;                    North         East     Units Scale Factor Converg.
 HH0705;SPC KS S     -   510,635.721   169,779.873   MT  0.99994806   -1 36 11.3
 HH0705;UTM  14      - 4,167,354.805   313,934.833   MT  1.00002644   -1 17 16.8
 HH0705
 HH0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0705!SPC KS S     -   0.99985677  x   0.99994806  =   0.99980484
 HH0705!UTM  14      -   0.99985677  x   1.00002644  =   0.99988321
 HH0705
 HH0705                          SUPERSEDED SURVEY CONTROL
 HH0705
 HH0705  NAD 83(1997)-  37 38 04.21358(N)    101 06 31.36083(W) AD(       ) 2
 HH0705  NAD 83(1986)-  37 38 04.21323(N)    101 06 31.36152(W) AD(       ) 2
 HH0705  NAD 27      -  37 38 04.13977(N)    101 06 29.74342(W) AD(       ) 2
 HH0705  NGVD 29 (07/19/86)  938.25   (m)         3078.2    (f) LEVELING    3  
 HH0705
 HH0705.Superseded values are not recommended for survey control.
 HH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0705.See file dsdata.txt to determine how the superseded data were derived.
 HH0705
 HH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG1393567355(NAD 83)
 HH0705_MARKER: DB = BENCH MARK DISK
 HH0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0705
 HH0705  HISTORY     - Date     Condition        Report By
 HH0705  HISTORY     - 1961     MONUMENTED       USGS
 HH0705
 HH0705                          STATION DESCRIPTION
 HH0705
 HH0705'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (HWK)
 HH0705'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 HH0705'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HH0705'THE DISK IS STAMPED 53 ES ET 3078 1958.  IT IS 44 FEET SOUTHWEST
 HH0705'OF THE CENTER OF A CROSSROAD, 34 FEET SOUTH OF THE CENTER OF
 HH0705'A GRAVELED ROAD, 33 FEET WEST OF THE CENTER OF A GRAVELED
 HH0705'ROAD AND 1.5 FEET NORTH OF A POWER POLE.
 HH0705'
 HH0705'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HH0705'STANLEY, THE DISTANCE BEING 70.99 FEET (21.639 METERS) SOUTH
 HH0705'OF STATION STANLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0720 ***********************************************************************
 HH0720  DESIGNATION -  ET 56 ES
 HH0720  PID         -  HH0720
 HH0720  STATE/COUNTY-  KS/GRANT
 HH0720  USGS QUAD   -  HICKOK NW (1959)
 HH0720
 HH0720                         *CURRENT SURVEY CONTROL
 HH0720  ___________________________________________________________________
 HH0720* NAD 83(1997)-  37 44 10.76112(N)    101 08 40.39954(W)     ADJUSTED  
 HH0720* NAVD 88     -       926.2    (meters)    3039.     (feet)  VERTCON   
 HH0720  ___________________________________________________________________
 HH0720  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 HH0720  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 HH0720
 HH0720  HORZ ORDER  -  THIRD
 HH0720  VERT ORDER  -  THIRD ? (See Below)
 HH0720
 HH0720.The horizontal coordinates were established by classical geodetic methods
 HH0720.and adjusted by the National Geodetic Survey in October 1998..
 HH0720.No horizontal observational check was made to the station.
 HH0720
 HH0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0720.The vertical order pertains to the NGVD 29 superseded value.
 HH0720
 HH0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0720
 HH0720.The geoid height was determined by GEOID03.
 HH0720
 HH0720;                    North         East     Units Scale Factor Converg.
 HH0720;SPC KS S     -   522,020.776   166,938.014   MT  0.99994090   -1 37 30.6
 HH0720;UTM  14      - 4,178,725.141   311,030.426   MT  1.00003985   -1 18 46.5
 HH0720
 HH0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0720!SPC KS S     -   0.99985870  x   0.99994090  =   0.99979961
 HH0720!UTM  14      -   0.99985870  x   1.00003985  =   0.99989854
 HH0720
 HH0720                          SUPERSEDED SURVEY CONTROL
 HH0720
 HH0720  NAD 83(1997)-  37 44 10.76614(N)    101 08 40.39767(W) AD(       ) 3
 HH0720  NAD 83(1986)-  37 44 10.76749(N)    101 08 40.39850(W) AD(       ) 3
 HH0720  NAD 27      -  37 44 10.64893(N)    101 08 38.76742(W) AD(       ) 3
 HH0720  NGVD 29 (07/19/86)  925.8    (m)         3037.     (f) LEVELING    3  
 HH0720
 HH0720.Superseded values are not recommended for survey control.
 HH0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0720.See file dsdata.txt to determine how the superseded data were derived.
 HH0720
 HH0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG1103078725(NAD 83)
 HH0720_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0720_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0720+STABILITY: SURFACE MOTION
 HH0720
 HH0720  HISTORY     - Date     Condition        Report By
 HH0720  HISTORY     - 1958     MONUMENTED       USGS
 HH0720
 HH0720                          STATION DESCRIPTION
 HH0720
 HH0720'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HH0720'HICKOK, 12.0 MI N. AND 5.0 MI E. OF, TPS. 26 AND 27 S., R. 35 W., NEAR
 HH0720'COR. SECS. 3, 4, 33 AND 34, 6 FT S. AND 39 FT E. AND 0.5 FT ABOVE T -
 HH0720'RD. W., 26 FT S. AND 1 FT W. OF CORNER FENCE POST, IN CONCRETE POST.
 HH0720'A STANDARD TABLET STAMPED---ET 56 ES 1958 - 3037---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0723 ***********************************************************************
 HH0723  DESIGNATION -  ET 57 ES
 HH0723  PID         -  HH0723
 HH0723  STATE/COUNTY-  KS/GRANT
 HH0723  USGS QUAD   -  HICKOK NW (1959)
 HH0723
 HH0723                         *CURRENT SURVEY CONTROL
 HH0723  ___________________________________________________________________
 HH0723* NAD 83(1997)-  37 44 10.27939(N)    101 11 54.35356(W)     ADJUSTED  
 HH0723* NAVD 88     -       946.5    (meters)    3105.     (feet)  VERTCON   
 HH0723  ___________________________________________________________________
 HH0723  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 HH0723  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 HH0723
 HH0723  HORZ ORDER  -  THIRD
 HH0723  VERT ORDER  -  THIRD ? (See Below)
 HH0723
 HH0723.The horizontal coordinates were established by classical geodetic methods
 HH0723.and adjusted by the National Geodetic Survey in October 1998..
 HH0723.No horizontal observational check was made to the station.
 HH0723
 HH0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0723.The vertical order pertains to the NGVD 29 superseded value.
 HH0723
 HH0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0723
 HH0723.The geoid height was determined by GEOID03.
 HH0723
 HH0723;                    North         East     Units Scale Factor Converg.
 HH0723;SPC KS S     -   522,141.977   162,190.849   MT  0.99994091   -1 39 29.7
 HH0723;UTM  14      - 4,178,820.476   306,282.149   MT  1.00006224   -1 20 45.3
 HH0723
 HH0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0723!SPC KS S     -   0.99985550  x   0.99994091  =   0.99979642
 HH0723!UTM  14      -   0.99985550  x   1.00006224  =   0.99991773
 HH0723
 HH0723                          SUPERSEDED SURVEY CONTROL
 HH0723
 HH0723  NAD 83(1997)-  37 44 10.28429(N)    101 11 54.35225(W) AD(       ) 3
 HH0723  NAD 83(1986)-  37 44 10.28655(N)    101 11 54.35272(W) AD(       ) 3
 HH0723  NAD 27      -  37 44 10.15674(N)    101 11 52.71542(W) AD(       ) 3
 HH0723  NGVD 29 (07/19/86)  946.1    (m)         3104.     (f) LEVELING    3  
 HH0723
 HH0723.Superseded values are not recommended for survey control.
 HH0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0723.See file dsdata.txt to determine how the superseded data were derived.
 HH0723
 HH0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG0628278820(NAD 83)
 HH0723_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0723_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0723+STABILITY: SURFACE MOTION
 HH0723
 HH0723  HISTORY     - Date     Condition        Report By
 HH0723  HISTORY     - 1958     MONUMENTED       USGS
 HH0723
 HH0723                          STATION DESCRIPTION
 HH0723
 HH0723'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HH0723'HICKOK, 12.0 MI N. AND 2.0 MI E. OF, TPS. 26 AND 27 S., RS. 35 AND 36
 HH0723'W., NEAR COR. SECS. 1, 6, 31 AND 36, 34 FT S. AND 28 FT E. AND 1.0 FT
 HH0723'ABOVE CROSSROADS, 0.5 FT N. OF CORNER FENCE POST, IN CONCRETE POST.  A
 HH0723'STANDARD TABLET STAMPED---ET 57 ES 1958 - 3104---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1011 ***********************************************************************
 HH1011  DESIGNATION -  ET 68 ES
 HH1011  PID         -  HH1011
 HH1011  STATE/COUNTY-  KS/HASKELL
 HH1011  USGS QUAD   -  WEST OF WILD HORSE (1978)
 HH1011
 HH1011                         *CURRENT SURVEY CONTROL
 HH1011  ___________________________________________________________________
 HH1011* NAD 83(1997)-  37 44 12.55438(N)    100 59 53.88913(W)     ADJUSTED  
 HH1011* NAVD 88     -       902.0    (meters)    2959.     (feet)  VERTCON   
 HH1011  ___________________________________________________________________
 HH1011  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 HH1011  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 HH1011
 HH1011  HORZ ORDER  -  THIRD
 HH1011  VERT ORDER  -  THIRD ? (See Below)
 HH1011
 HH1011.The horizontal coordinates were established by classical geodetic methods
 HH1011.and adjusted by the National Geodetic Survey in October 1998..
 HH1011.No horizontal observational check was made to the station.
 HH1011
 HH1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH1011.The vertical order pertains to the NGVD 29 superseded value.
 HH1011
 HH1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1011
 HH1011.The geoid height was determined by GEOID03.
 HH1011
 HH1011;                    North         East     Units Scale Factor Converg.
 HH1011;SPC KS S     -   521,720.557   179,825.439   MT  0.99994087   -1 32 07.0
 HH1011;UTM  14      - 4,178,495.106   323,920.193   MT  0.99998189   -1 13 24.0
 HH1011
 HH1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1011!SPC KS S     -   0.99986251  x   0.99994087  =   0.99980339
 HH1011!UTM  14      -   0.99986251  x   0.99998189  =   0.99984440
 HH1011
 HH1011                          SUPERSEDED SURVEY CONTROL
 HH1011
 HH1011  NAD 83(1997)-  37 44 12.55972(N)    100 59 53.88593(W) AD(       ) 3
 HH1011  NAD 83(1986)-  37 44 12.55922(N)    100 59 53.88753(W) AD(       ) 3
 HH1011  NAD 27      -  37 44 12.46619(N)    100 59 52.27478(W) AD(       ) 3
 HH1011  NGVD 29 (07/19/86)  901.6    (m)         2958.     (f) LEVELING    3  
 HH1011
 HH1011.Superseded values are not recommended for survey control.
 HH1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1011.See file dsdata.txt to determine how the superseded data were derived.
 HH1011
 HH1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2392078495(NAD 83)
 HH1011_MARKER: DH = HORIZONTAL CONTROL DISK
 HH1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH1011_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH1011+STABILITY: SURFACE MOTION
 HH1011
 HH1011  HISTORY     - Date     Condition        Report By
 HH1011  HISTORY     - 1958     MONUMENTED       USGS
 HH1011
 HH1011                          STATION DESCRIPTION
 HH1011
 HH1011'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HH1011'SATANTA, 20.5 MI N. AND 0.5 MI W. OF, TPS. 26 AND 27 S., R. 34 W.,
 HH1011'NEAR COR. SECS. 1, 2, 35 AND 36, 1 FT SW. OF CROSS FENCE AT E. - W.
 HH1011'HASKELL - FINNEY COUNTY LINE, IN CONCRETE POST.  A STANDARD TABLET
 HH1011'STAMPED---ET 68 ES 1948 - 2958---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0718 ***********************************************************************
 HH0718  DESIGNATION -  ET 72 ES
 HH0718  PID         -  HH0718
 HH0718  STATE/COUNTY-  KS/KEARNY
 HH0718  USGS QUAD   -  HICKOK NW (1959)
 HH0718
 HH0718                         *CURRENT SURVEY CONTROL
 HH0718  ___________________________________________________________________
 HH0718* NAD 83(1997)-  37 44 37.21209(N)    101 07 35.18275(W)     ADJUSTED  
 HH0718* NAVD 88     -       928.5    (meters)    3046.     (feet)  VERTCON   
 HH0718  ___________________________________________________________________
 HH0718  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 HH0718  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 HH0718
 HH0718  HORZ ORDER  -  THIRD
 HH0718  VERT ORDER  -  THIRD ? (See Below)
 HH0718
 HH0718.The horizontal coordinates were established by classical geodetic methods
 HH0718.and adjusted by the National Geodetic Survey in October 1998..
 HH0718.No horizontal observational check was made to the station.
 HH0718
 HH0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0718.The vertical order pertains to the NGVD 29 superseded value.
 HH0718
 HH0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0718
 HH0718.The geoid height was determined by GEOID03.
 HH0718
 HH0718;                    North         East     Units Scale Factor Converg.
 HH0718;SPC KS S     -   522,790.784   168,557.083   MT  0.99994050   -1 36 50.5
 HH0718;UTM  14      - 4,179,504.032   312,645.431   MT  1.00003236   -1 18 07.3
 HH0718
 HH0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0718!SPC KS S     -   0.99985835  x   0.99994050  =   0.99979886
 HH0718!UTM  14      -   0.99985835  x   1.00003236  =   0.99989070
 HH0718
 HH0718                          SUPERSEDED SURVEY CONTROL
 HH0718
 HH0718  NAD 83(1997)-  37 44 37.21728(N)    101 07 35.18059(W) AD(       ) 3
 HH0718  NAD 83(1986)-  37 44 37.21832(N)    101 07 35.18139(W) AD(       ) 3
 HH0718  NAD 27      -  37 44 37.10388(N)    101 07 33.55465(W) AD(       ) 3
 HH0718  NGVD 29 (07/19/86)  928.1    (m)         3045.     (f) LEVELING    3  
 HH0718
 HH0718.Superseded values are not recommended for survey control.
 HH0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0718.See file dsdata.txt to determine how the superseded data were derived.
 HH0718
 HH0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG1264579504(NAD 83)
 HH0718_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0718_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0718+STABILITY: SURFACE MOTION
 HH0718
 HH0718  HISTORY     - Date     Condition        Report By
 HH0718  HISTORY     - 1958     MONUMENTED       USGS
 HH0718
 HH0718                          STATION DESCRIPTION
 HH0718
 HH0718'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HH0718'DEERFIELD, 15.7 MI S. AND 0.5 MI E. OF, T. 26 S., R. 35 W., NEAR
 HH0718'QUARTER COR. SECS. 34 AND 35, 0.5 MI N. OF KEARNY - GRANT COUNTY LINE,
 HH0718'9 FT S. AND 46 FT W. AND 0.2 FT ABOVE T - RD. W., 2 FT S. AND 1 FT E.
 HH0718'OF T - FENCE W., IN CONCRETE POST.  A STANDARD TABLET STAMPED---ET 72
 HH0718'ES 1958 - 3045---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0915 ***********************************************************************
 HH0915  DESIGNATION -  ET 75 B
 HH0915  PID         -  HH0915
 HH0915  STATE/COUNTY-  KS/MEADE
 HH0915  USGS QUAD   -  PROFFITT LAKE SW (1972)
 HH0915
 HH0915                         *CURRENT SURVEY CONTROL
 HH0915  ___________________________________________________________________
 HH0915* NAD 83(1997)-  37 01 24.89391(N)    100 14 05.63727(W)     ADJUSTED  
 HH0915* NAVD 88     -       708.5    (meters)    2324.     (feet)  VERTCON   
 HH0915  ___________________________________________________________________
 HH0915  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 HH0915  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 HH0915
 HH0915  HORZ ORDER  -  THIRD
 HH0915  VERT ORDER  -  THIRD ? (See Below)
 HH0915
 HH0915.The horizontal coordinates were established by classical geodetic methods
 HH0915.and adjusted by the National Geodetic Survey in October 1998..
 HH0915.No horizontal observational check was made to the station.
 HH0915
 HH0915.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0915.The vertical order pertains to the NGVD 29 superseded value.
 HH0915
 HH0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0915
 HH0915.The geoid height was determined by GEOID03.
 HH0915
 HH0915;                    North         East     Units Scale Factor Converg.
 HH0915;SPC KS S     -   441,049.307   245,621.582   MT  1.00005667   -1 03 58.1
 HH0915;SPC OK N     -   226,824.255   401,135.566   MT  1.00005698   -1 19 08.1
 HH0915;SPC OK N     -   744,172.58  1,316,058.94   sFT  1.00005698   -1 19 08.1
 HH0915;UTM  14      - 4,098,201.213   390,155.103   MT  0.99974864   -0 44 37.2
 HH0915
 HH0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0915!SPC KS S     -   0.99989310  x   1.00005667  =   0.99994976
 HH0915!SPC OK N     -   0.99989310  x   1.00005698  =   0.99995007
 HH0915!UTM  14      -   0.99989310  x   0.99974864  =   0.99964176
 HH0915
 HH0915                          SUPERSEDED SURVEY CONTROL
 HH0915
 HH0915  NAD 83(1997)-  37 01 24.89924(N)    100 14 05.63690(W) AD(       ) 3
 HH0915  NAD 83(1986)-  37 01 24.89180(N)    100 14 05.63570(W) AD(       ) 3
 HH0915  NAD 27      -  37 01 24.78718(N)    100 14 04.12349(W) AD(       ) 3
 HH0915  NGVD 29 (07/19/86)  708.2    (m)         2323.     (f) LEVELING    3  
 HH0915
 HH0915.Superseded values are not recommended for survey control.
 HH0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0915.See file dsdata.txt to determine how the superseded data were derived.
 HH0915
 HH0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF9015598201(NAD 83)
 HH0915_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0915_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0915+STABILITY: SURFACE MOTION
 HH0915
 HH0915  HISTORY     - Date     Condition        Report By
 HH0915  HISTORY     - 1941     MONUMENTED       USGS
 HH0915
 HH0915                          STATION DESCRIPTION
 HH0915
 HH0915'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 HH0915'MEADE, ABOUT 6.0 MI E. AND 18.0 MI S. OF.  NEAR COR. SECS. 2, 3, 10
 HH0915'AND 11, T. 35 S., R. 27 W..  IN GRASSLAND, 161 FT W. AND 75 FT N. OF
 HH0915'T - RD. W..  IN CONCRETE POST PROJECTING 5 IN..  STANDARD TABLET
 HH0915'STAMPED---ET 75 B 1941---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0690 ***********************************************************************
 KH0690  DESIGNATION -  ET 9 GT
 KH0690  PID         -  KH0690
 KH0690  STATE/COUNTY-  KS/SHERMAN
 KH0690  USGS QUAD   -  HORSETHIEF DRAW NW (1979)
 KH0690
 KH0690                         *CURRENT SURVEY CONTROL
 KH0690  ___________________________________________________________________
 KH0690* NAD 83(1997)-  39 07 59.85608(N)    101 59 51.02355(W)     ADJUSTED  
 KH0690* NAVD 88     -      1199.87   (+/-2cm)    3936.6    (feet)  VERTCON   
 KH0690  ___________________________________________________________________
 KH0690  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 KH0690  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 KH0690
 KH0690  HORZ ORDER  -  SECOND
 KH0690  VERT ORDER  -  THIRD ? (See Below)
 KH0690
 KH0690.The horizontal coordinates were established by classical geodetic methods
 KH0690.and adjusted by the National Geodetic Survey in October 1998..
 KH0690
 KH0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0690.The vertical order pertains to the NGVD 29 superseded value.
 KH0690
 KH0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0690
 KH0690.The geoid height was determined by GEOID03.
 KH0690
 KH0690;                    North         East     Units Scale Factor Converg.
 KH0690;SPC KS N     -    96,431.800    54,487.485   MT  0.99995894   -2 31 45.4
 KH0690;SPC CO C     -   454,942.386 1,217,145.773   MT  0.99993607   +2 12 32.3
 KH0690;SPC CO C     - 1,492,590.14  3,993,252.42   sFT  0.99993607   +2 12 32.3
 KH0690;UTM  14      - 4,335,848.074   240,904.073   MT  1.00042667   -1 53 34.3
 KH0690;UTM  13      - 4,335,862.334   759,527.062   MT  1.00042942   +1 53 45.6
 KH0690
 KH0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0690!SPC KS N     -   0.99981547  x   0.99995894  =   0.99977442
 KH0690!SPC CO C     -   0.99981547  x   0.99993607  =   0.99975155
 KH0690!UTM  14      -   0.99981547  x   1.00042667  =   1.00024206
 KH0690!UTM  13      -   0.99981547  x   1.00042942  =   1.00024481
 KH0690
 KH0690:                Primary Azimuth Mark                     Grid Az
 KH0690:SPC KS N     -  GOLDEN                                   087 59 00.2
 KH0690:SPC CO C     -  GOLDEN                                   083 14 42.5
 KH0690:UTM  14      -  GOLDEN                                   087 20 49.1
 KH0690:UTM  13      -  GOLDEN                                   083 33 29.2
 KH0690
 KH0690|---------------------------------------------------------------------|
 KH0690| PID    Reference Object                     Distance      Geod. Az  |
 KH0690|                                                           dddmmss.s |
 KH0690| KH0689 GOLDEN                              APPROX. 4.0 KM 0852714.8 |
 KH0690| CP7986 ET 9 GT RM 1                         21.456 METERS 18114     |
 KH0690| CP7987 ET 9 GT RM 2                         15.552 METERS 26900     |
 KH0690|---------------------------------------------------------------------|
 KH0690
 KH0690                          SUPERSEDED SURVEY CONTROL
 KH0690
 KH0690  NAD 83(1997)-  39 07 59.85607(N)    101 59 51.02305(W) AD(       ) 2
 KH0690  NAD 83(1986)-  39 07 59.85548(N)    101 59 51.02253(W) AD(       ) 2
 KH0690  NAD 27      -  39 07 59.84658(N)    101 59 49.37830(W) AD(       ) 2
 KH0690  NGVD 29 (07/19/86) 1199.38   (m)         3935.0    (f) LEVELING    3  
 KH0690
 KH0690.Superseded values are not recommended for survey control.
 KH0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0690.See file dsdata.txt to determine how the superseded data were derived.
 KH0690
 KH0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ4090435848(NAD 83)
 KH0690_MARKER: DD = SURVEY DISK
 KH0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0690_STAMPING: ET 9 GT 1958 1969
 KH0690_MARK LOGO: USGS  
 KH0690_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0690
 KH0690  HISTORY     - Date     Condition        Report By
 KH0690  HISTORY     - 1969     MONUMENTED       USGS
 KH0690  HISTORY     - 20000503 GOOD             NGS
 KH0690
 KH0690                          STATION DESCRIPTION
 KH0690
 KH0690'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KH0690'THE STATION IS LOCATED SOUTH 9 DEG EAST, ABOUT 14 MILES AIRLINE
 KH0690'FROM KANORADO, KANSAS, NEAR SOUTHEAST CORNER OF T.10S., R.42W.,
 KH0690'SECTION 32.
 KH0690'
 KH0690'TO REACH FROM U.S. HIGHWAY 24 OPPOSITE THE COFFEE AND REID
 KH0690'GRAIN ELEVATOR GO EAST ON U.S. HIGHWAY 24 0.6 MILE TO GRAVEL ROAD
 KH0690'SOUTH, GO SOUTH 15.0 MILES TO ROAD BEND EAST, CONTINUE EAST 1.4
 KH0690'MILES TO STATION SITE ON THE LEFT.  THE STATION IS 38 FEET NORTH
 KH0690'OF CENTERLINE OF ROAD, 51 FEET WEST OF CENTERLINE FIELD ROAD
 KH0690'NORTH, 5.5 FEET SOUTH OF A USGS WITNESS SIGN MOUNTED ON A METAL
 KH0690'POST.
 KH0690'
 KH0690'THE STATION MARK IS A STANDARD ALUMINUM USGS TABLET SET IN THE TOP
 KH0690'OF A 10 INCH CONCRETE POST THAT PROJECTS ABOUT 4 INCHES ABOVE
 KH0690'GROUND STAMPED ET 9 GT 1958 1969.
 KH0690'
 KH0690'REFERENCE MARK NO. 1 IS A STANDARD BRONZE USGS TABLET SOLDERED
 KH0690'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET), CENTERED
 KH0690'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 KH0690'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 KH0690'ET 9 GT 1958 NO. 1 1969.  TABLET IS 32.5 FEET SOUTH CENTERLINE
 KH0690'OF ROAD AND 1.0 FOOT NORTH OF RIGHT-OF-WAY FENCE AND 18 FEET
 KH0690'WEST OF FENCE CORNER.
 KH0690'
 KH0690'REFERENCE MARK NO. 2 IS A STANDARD BRONZE USGS TABLET SOLDERED TO
 KH0690'A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET), CENTERED IN
 KH0690'AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 KH0690'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 KH0690'ET 9 GT 1958 NO. 2 1969.  TABLET IS 38 FEET NORTH OF CENTERLINE
 KH0690'OF ROAD.
 KH0690'
 KH0690'USC AND GS STATION GOLDEN 1933 IS VISIBLE FROM THE GROUND AND
 KH0690'WILL SERVE AS THE AZIMUTH MARK.
 KH0690'
 KH0690'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 KH0690
 KH0690                          STATION RECOVERY (2000)
 KH0690
 KH0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JS)
 KH0690'GOOD LAND QUADRANGLE 307-KANSAS LINE 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0538 ***********************************************************************
 JH0538  DESIGNATION -  ET 9 KEE
 JH0538  PID         -  JH0538
 JH0538  STATE/COUNTY-  KS/KEARNY
 JH0538  USGS QUAD   -  WOLF NW (1965)
 JH0538
 JH0538                         *CURRENT SURVEY CONTROL
 JH0538  ___________________________________________________________________
 JH0538* NAD 83(1997)-  38 14 59.85340(N)    101 08 23.35965(W)     ADJUSTED  
 JH0538* NAVD 88     -       955.7    (meters)    3135.     (feet)  VERTCON   
 JH0538  ___________________________________________________________________
 JH0538  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 JH0538  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 JH0538
 JH0538  HORZ ORDER  -  THIRD
 JH0538  VERT ORDER  -  THIRD ? (See Below)
 JH0538
 JH0538.The horizontal coordinates were established by classical geodetic methods
 JH0538.and adjusted by the National Geodetic Survey in October 1998..
 JH0538
 JH0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0538.The vertical order pertains to the NGVD 29 superseded value.
 JH0538
 JH0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0538
 JH0538.The geoid height was determined by GEOID03.
 JH0538
 JH0538;                    North         East     Units Scale Factor Converg.
 JH0538;SPC KS S     -   578,994.495   168,968.936   MT  0.99995269   -1 37 20.1
 JH0538;UTM  14      - 4,235,714.307   312,758.540   MT  1.00003179   -1 19 30.5
 JH0538
 JH0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0538!SPC KS S     -   0.99985393  x   0.99995269  =   0.99980662
 JH0538!UTM  14      -   0.99985393  x   1.00003179  =   0.99988571
 JH0538
 JH0538:                Primary Azimuth Mark                     Grid Az
 JH0538:SPC KS S     -  STA 225 DM                               271 27 48.5
 JH0538:UTM  14      -  STA 225 DM                               271 09 58.9
 JH0538
 JH0538|---------------------------------------------------------------------|
 JH0538| PID    Reference Object                     Distance      Geod. Az  |
 JH0538|                                                           dddmmss.s |
 JH0538| JH0539 STA 225 DM                          APPROX. 1.7 KM 2695028.4 |
 JH0538|---------------------------------------------------------------------|
 JH0538
 JH0538                          SUPERSEDED SURVEY CONTROL
 JH0538
 JH0538  NAD 83(1997)-  38 14 59.85623(N)    101 08 23.35814(W) AD(       ) 3
 JH0538  NAD 83(1986)-  38 14 59.85624(N)    101 08 23.35814(W) AD(       ) 3
 JH0538  NAD 27      -  38 14 59.76235(N)    101 08 21.77669(W) AD(       ) 3
 JH0538  NGVD 29 (07/19/86)  955.4    (m)         3135.     (f) LEVELING    3  
 JH0538
 JH0538.Superseded values are not recommended for survey control.
 JH0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0538.See file dsdata.txt to determine how the superseded data were derived.
 JH0538
 JH0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH1275935714(NAD 83)
 JH0538_MARKER: DH = HORIZONTAL CONTROL DISK
 JH0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0538+STABILITY: SURFACE MOTION
 JH0538
 JH0538  HISTORY     - Date     Condition        Report By
 JH0538  HISTORY     - 1965     MONUMENTED       USGS
 JH0538
 JH0538                          STATION DESCRIPTION
 JH0538
 JH0538'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JH0538'WOLF, 15.0 MI N., 2.0 MI W. OF.  T. 21 S., R. 35 W..  AT COR. SECS. 2,
 JH0538'3, 10 AND 11, 9 FT N., 49 FT W. AND 0.6 FT HIGHER THAN CROSSROADS.  3
 JH0538'FT S., 24 FT W. OF A SE. COR. OF A CORRAL.  IN CONCRETE POST, STANDARD
 JH0538'TABLET STAMPED---ET 9 KEE 1965---
 JH0538'ELEVATOR IN FRIEND ABOUT 14.0 MI DISTANT--N 86 DEG 44 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0728 ***********************************************************************
 HH0728  DESIGNATION -  ET G 48
 HH0728  PID         -  HH0728
 HH0728  STATE/COUNTY-  KS/GRANT
 HH0728  USGS QUAD   -  ULYSSES NE (1959)
 HH0728
 HH0728                         *CURRENT SURVEY CONTROL
 HH0728  ___________________________________________________________________
 HH0728* NAD 83(1997)-  37 44 09.91305(N)    101 15 13.31543(W)     ADJUSTED  
 HH0728* NAVD 88     -       944.2    (meters)    3098.     (feet)  VERTCON   
 HH0728  ___________________________________________________________________
 HH0728  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 HH0728  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 HH0728
 HH0728  HORZ ORDER  -  THIRD
 HH0728  VERT ORDER  -  THIRD ? (See Below)
 HH0728
 HH0728.The horizontal coordinates were established by classical geodetic methods
 HH0728.and adjusted by the National Geodetic Survey in October 1998..
 HH0728.No horizontal observational check was made to the station.
 HH0728
 HH0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0728.The vertical order pertains to the NGVD 29 superseded value.
 HH0728
 HH0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0728
 HH0728.The geoid height was determined by GEOID03.
 HH0728
 HH0728;                    North         East     Units Scale Factor Converg.
 HH0728;SPC KS S     -   522,273.098   157,321.295   MT  0.99994091   -1 41 32.0
 HH0728;UTM  14      - 4,178,925.058   301,411.304   MT  1.00008577   -1 22 47.2
 HH0728
 HH0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0728!SPC KS S     -   0.99985587  x   0.99994091  =   0.99979678
 HH0728!UTM  14      -   0.99985587  x   1.00008577  =   0.99994162
 HH0728
 HH0728                          SUPERSEDED SURVEY CONTROL
 HH0728
 HH0728  NAD 83(1997)-  37 44 09.91779(N)    101 15 13.31438(W) AD(       ) 3
 HH0728  NAD 83(1986)-  37 44 09.92108(N)    101 15 13.31447(W) AD(       ) 3
 HH0728  NAD 27      -  37 44 09.78009(N)    101 15 11.67080(W) AD(       ) 3
 HH0728  NGVD 29 (07/19/86)  943.8    (m)         3096.     (f) LEVELING    3  
 HH0728
 HH0728.Superseded values are not recommended for survey control.
 HH0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0728.See file dsdata.txt to determine how the superseded data were derived.
 HH0728
 HH0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG0141178925(NAD 83)
 HH0728_MARKER: DH = HORIZONTAL CONTROL DISK
 HH0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0728+STABILITY: SURFACE MOTION
 HH0728
 HH0728  HISTORY     - Date     Condition        Report By
 HH0728  HISTORY     - 1958     MONUMENTED       USGS
 HH0728
 HH0728                          STATION DESCRIPTION
 HH0728
 HH0728'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HH0728'ULYSSES, 11.0 MI N. AND 6.0 MI E. OF, T. 27 S., R. 36 W., NEAR NE.
 HH0728'COR. SEC. 4, 58 FT S. AND 48 FT W. OF CROSSROADS.  A STANDARD IRON
 HH0728'POST STAMPED---ET G 48 - 3084---
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0047 ***********************************************************************
 HF0047  DESIGNATION -  EUREKA
 HF0047  PID         -  HF0047
 HF0047  STATE/COUNTY-  KS/GREENWOOD
 HF0047  USGS QUAD   -  EUREKA (1971)
 HF0047
 HF0047                         *CURRENT SURVEY CONTROL
 HF0047  ___________________________________________________________________
 HF0047* NAD 83(1986)-  37 49 26.     (N)    096 17 20.     (W)     SCALED    
 HF0047* NAVD 88     -       330.088  (meters)    1082.96   (feet)  ADJUSTED  
 HF0047  ___________________________________________________________________
 HF0047  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HF0047  DYNAMIC HT  -         329.836 (meters)    1082.14  (feet)  COMP
 HF0047  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 HF0047
 HF0047  VERT ORDER  -  SECOND    CLASS 0
 HF0047
 HF0047.The horizontal coordinates were scaled from a topographic map and have
 HF0047.an estimated accuracy of +/- 6 seconds.
 HF0047
 HF0047.The orthometric height was determined by differential leveling
 HF0047.and adjusted by the National Geodetic Survey in June 1991..
 HF0047
 HF0047.The geoid height was determined by GEOID03.
 HF0047
 HF0047.The dynamic height is computed by dividing the NAVD 88
 HF0047.geopotential number by the normal gravity value computed on the
 HF0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0047.degrees latitude (g = 980.6199 gals.).
 HF0047
 HF0047.The modeled gravity was interpolated from observed gravity values.
 HF0047
 HF0047;                    North         East    Units  Estimated Accuracy
 HF0047;SPC KS S     -   530,740.      594,640.      MT  (+/- 180 meters Scaled)
 HF0047
 HF0047                          SUPERSEDED SURVEY CONTROL
 HF0047
 HF0047  NGVD 29 (??/??/92)  329.937  (m)         1082.47   (f) ADJ UNCH    2 0
 HF0047
 HF0047.Superseded values are not recommended for survey control.
 HF0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0047.See file dsdata.txt to determine how the superseded data were derived.
 HF0047
 HF0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG386897(NAD 83)
 HF0047_MARKER: Z = SEE DESCRIPTION
 HF0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0047_SP_SET: IRON GUARD
 HF0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0047
 HF0047  HISTORY     - Date     Condition        Report By
 HF0047  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0047  HISTORY     - 1935     GOOD             NGS
 HF0047  HISTORY     - 1976     GOOD             NGS
 HF0047  HISTORY     - 1976     GOOD             NGS
 HF0047  HISTORY     - 20041103 MARK NOT FOUND   GEOCAC
 HF0047
 HF0047                          STATION DESCRIPTION
 HF0047
 HF0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0047'AT EUREKA.
 HF0047'AT EUREKA, GREENWOOD COUNTY, AT THE NORTHEAST CORNER OF THE
 HF0047'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 29 FEET WEST OF
 HF0047'THE CENTERLINE OF THE MAIN TRACK, AND AT AN IRON GUARD.  THE
 HF0047'TOP OF THE IRON GUARD.
 HF0047
 HF0047                          STATION RECOVERY (1976)
 HF0047
 HF0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0047'RECOVERED IN GOOD CONDITION.
 HF0047
 HF0047                          STATION RECOVERY (1976)
 HF0047
 HF0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0047'RECOVERED IN GOOD CONDITION.
 HF0047
 HF0047                          STATION RECOVERY (2004)
 HF0047
 HF0047'RECOVERY NOTE BY GEOCACHING 2004 (MEW)
 HF0047'NO IRON GUARD OR BENCHMARK PRESENT AT LOCATION WHEN NEW OWNERS
 HF0047'ACQUIRED PROPERTY IN 2000
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1117 ***********************************************************************
 HF1117  DESIGNATION -  EUREKA
 HF1117  PID         -  HF1117
 HF1117  STATE/COUNTY-  KS/GREENWOOD
 HF1117  USGS QUAD   -  EUREKA (1971)
 HF1117
 HF1117                         *CURRENT SURVEY CONTROL
 HF1117  ___________________________________________________________________
 HF1117* NAD 83(1997)-  37 50 13.17455(N)    096 17 38.98963(W)     ADJUSTED  
 HF1117* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 HF1117  ___________________________________________________________________
 HF1117  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 HF1117  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HF1117
 HF1117  HORZ ORDER  -  SECOND
 HF1117
 HF1117.The horizontal coordinates were established by classical geodetic methods
 HF1117.and adjusted by the National Geodetic Survey in October 1998..
 HF1117
 HF1117.The orthometric height was scaled from a topographic map.
 HF1117
 HF1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1117
 HF1117.The geoid height was determined by GEOID03.
 HF1117
 HF1117;                    North         East     Units Scale Factor Converg.
 HF1117;SPC KS S     -   532,184.890   594,141.725   MT  0.99993690   +1 21 20.0
 HF1117;UTM  14      - 4,191,179.697   738,112.184   MT  1.00029838   +1 39 38.1
 HF1117
 HF1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1117!SPC KS S     -   0.99994902  x   0.99993690  =   0.99988592
 HF1117!UTM  14      -   0.99994902  x   1.00029838  =   1.00024738
 HF1117
 HF1117|---------------------------------------------------------------------|
 HF1117| PID    Reference Object                     Distance      Geod. Az  |
 HF1117|                                                           dddmmss.s |
 HF1117| CL5183 EUREKA RM 1                           8.164 METERS 01221     |
 HF1117| HF1116 EUREKA MUN SPIPE WEST OF TWO          8.230 METERS 04626     |
 HF1117| CL5184 EUREKA RM 2                           6.972 METERS 07623     |
 HF1117| HF1112 TRIMMELL                            APPROX.10.7 KM 1791917.9 |
 HF1117| CL5182 EUREKA AZ MK                                       1795246.3 |
 HF1117|---------------------------------------------------------------------|
 HF1117
 HF1117                          SUPERSEDED SURVEY CONTROL
 HF1117
 HF1117  NAD 83(1997)-  37 50 13.17418(N)    096 17 38.97747(W) AD(       ) 2
 HF1117  NAD 83(1986)-  37 50 13.18646(N)    096 17 38.96993(W) AD(       ) 2
 HF1117  NAD 27      -  37 50 13.08459(N)    096 17 37.94105(W) AD(       ) 2
 HF1117
 HF1117.Superseded values are not recommended for survey control.
 HF1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1117.See file dsdata.txt to determine how the superseded data were derived.
 HF1117
 HF1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG3811291180(NAD 83)
 HF1117_MARKER: DS = TRIANGULATION STATION DISK
 HF1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1117
 HF1117  HISTORY     - Date     Condition        Report By
 HF1117  HISTORY     - 1940     MONUMENTED       CGS
 HF1117  HISTORY     - 1956     GOOD             CGS
 HF1117  HISTORY     - 1968     GOOD             CGS
 HF1117
 HF1117                          STATION DESCRIPTION
 HF1117
 HF1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1117'STATION IS ABOUT 0.5 MILE N OF THE COURTHOUSE IN EUREKA,
 HF1117'ON A PROMINENT HILL NEAR THE MUNICIPAL STANDPIPE.  THE LAND IS
 HF1117'OWNED BY THE CITY.  STATION MARK IS STAMPED EUREKA 1940 AND
 HF1117'PROJECTS 4 INCHES.  IT IS 14 FEET SW OF THE STANDPIPE, AND
 HF1117'3 FEET N OF A FENCE.
 HF1117'
 HF1117'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1117'BRONZE DISKS SET IN CONCRETE.
 HF1117'
 HF1117'REFERENCE MARK NO. 1 IS STAMPED EUREKA NO. 1 1940 AND IS SET
 HF1117'FLUSH IN THE CONCRETE, BASE OF THE STANDPIPE.  IT IS ON THE W
 HF1117'SIDE OF THE STANDPIPE.
 HF1117'
 HF1117'REFERENCE MARK NO. 2 IS STAMPED EUREKA NO. 2 1940 AND IS SET
 HF1117'FLUSH IN THE CONCRETE BASE OF THE STANDPIPE.  IT IS ON THE
 HF1117'SE SIDE OF THE STANDPIPE.
 HF1117'
 HF1117'AZIMUTH MARK IS STAMPED EUREKA 1940 AND PROJECTS 4 INCHES.
 HF1117'IT IS 4.5 FEET N OF A 20-INCH ELM TREE, 200 FEET S OF THE
 HF1117'MAIN ENTRANCE TO THE PARK AND 40 FEET S OF THE CENTER OF THE
 HF1117'PARK ROAD TO REACH THE AZIMUTH MARK FROM THE COURTHOUSE, GO S ON
 HF1117'THE MAIN STREET 0.5 MILE TO THE ENTRANCE TO THE PARK AND
 HF1117'AZIMUTH MARK JUST S OF THE ENTRANCE NEAR A LARGE ELM TREE.
 HF1117'
 HF1117'TO REACH THE STATION FROM THE COURTHOUSE IN EUREKA, GO N ON THE
 HF1117'MAIN STREET 0.5 MILE TO ITS END, BEAR LEFT INTO YARD PASSING
 HF1117'THROUGH HOG LOT AND BEAR N UPHILL 0.05 MILE TO HIGHEST POINT
 HF1117'NEAR STANDPIPE AND STATION.
 HF1117
 HF1117                          STATION RECOVERY (1956)
 HF1117
 HF1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 HF1117'THE STATION AND REFERENCE MARKS WERE ALL RECOVERED AS PREVIOUSLY
 HF1117'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK
 HF1117'WAS NOT RECOVERED, EVIDENTLY IT HAS BEEN DESTROYED OR COVERED OVER
 HF1117'IN IMPROVEMENT OF THE PARK AREA AT THE LOCATION OF THIS MARK.
 HF1117
 HF1117                          STATION RECOVERY (1968)
 HF1117
 HF1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HF1117'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 HF1117'2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 HF1117'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND
 HF1117'WAS ASSUMED THE MARK WAS DESTROYED DURING PARK IMPROVEMENTS,
 HF1117'AT TIME OF RECOVERY NO OBJECTS WERE VISIBLE AT STATION SITE SO
 HF1117'A NEW AZIMUTH MARK WAS NOT SET.  THE DESCRIPTION WAS FOUND
 HF1117'ADEQUATE FOR RECOVERY.
 HF1117'
 HF1117'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.5 MILE
 HF1117'NORTH OF EUREKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0597 ***********************************************************************
 KG0597  DESIGNATION -  EUREKA
 KG0597  PID         -  KG0597
 KG0597  STATE/COUNTY-  KS/MITCHELL
 KG0597  USGS QUAD   -  BELOIT SE (1964)
 KG0597
 KG0597                         *CURRENT SURVEY CONTROL
 KG0597  ___________________________________________________________________
 KG0597* NAD 83(1997)-  39 16 38.43185(N)    098 00 13.17914(W)     ADJUSTED  
 KG0597* NAVD 88     -       467.77   (+/-2cm)    1534.7    (feet)  VERTCON   
 KG0597  ___________________________________________________________________
 KG0597  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 KG0597  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 KG0597
 KG0597  HORZ ORDER  -  THIRD
 KG0597  VERT ORDER  -  THIRD ? (See Below)
 KG0597
 KG0597.The horizontal coordinates were established by classical geodetic methods
 KG0597.and adjusted by the National Geodetic Survey in October 1998..
 KG0597
 KG0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0597.The vertical order pertains to the NGVD 29 superseded value.
 KG0597
 KG0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0597
 KG0597.The geoid height was determined by GEOID03.
 KG0597
 KG0597;                    North         East     Units Scale Factor Converg.
 KG0597;SPC KS N     -   104,795.901   399,684.127   MT  0.99995696   -0 00 08.3
 KG0597;UTM  14      - 4,348,027.339   585,937.801   MT  0.99969093   +0 37 50.9
 KG0597
 KG0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0597!SPC KS N     -   0.99993086  x   0.99995696  =   0.99988783
 KG0597!UTM  14      -   0.99993086  x   0.99969093  =   0.99962182
 KG0597
 KG0597|---------------------------------------------------------------------|
 KG0597| PID    Reference Object                     Distance      Geod. Az  |
 KG0597|                                                           dddmmss.s |
 KG0597| CN9267 EUREKA RM 1                          10.990 METERS 08913     |
 KG0597| CN9268 EUREKA RM 2                          16.366 METERS 17450     |
 KG0597| CN9266 EUREKA AZ MK                                       2012643.3 |
 KG0597|---------------------------------------------------------------------|
 KG0597
 KG0597                          SUPERSEDED SURVEY CONTROL
 KG0597
 KG0597  NAD 83(1986)-  39 16 38.44029(N)    098 00 13.17914(W) AD(       ) 3
 KG0597  NAD 27      -  39 16 38.42400(N)    098 00 12.02200(W) AD(       ) 3
 KG0597  NGVD 29 (07/19/86)  467.61   (m)         1534.2    (f) LEVELING    3  
 KG0597
 KG0597.Superseded values are not recommended for survey control.
 KG0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0597.See file dsdata.txt to determine how the superseded data were derived.
 KG0597
 KG0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ8593848027(NAD 83)
 KG0597_MARKER: DS = TRIANGULATION STATION DISK
 KG0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0597
 KG0597  HISTORY     - Date     Condition        Report By
 KG0597  HISTORY     - 1950     MONUMENTED       CGS
 KG0597  HISTORY     - 1969     GOOD             CGS
 KG0597
 KG0597                          STATION DESCRIPTION
 KG0597
 KG0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0597'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF ASHERVILLE
 KG0597'AND 7 MILES NORTH-NORTHEAST OF BARNARD ON THE RIGHT-OF-WAY
 KG0597'OF AN EAST-WEST DIRT ROAD, 30 FEET NORTH OF THE CENTER OF THE
 KG0597'ROAD, 27 FEET WEST OF A TRIANGULAR BLAZED STONE FENCE POST,
 KG0597'5 FEET WEST OF A WITNESS POST AND 2 FEET SOUTH OF AN EAST-WEST
 KG0597'FENCE LINE.  IT IS STAMPED EUREKA 1950 AND PROJECTS 3 INCHES.
 KG0597'
 KG0597'REFERENCE MARK NO. 1 IS 30 FEET NORTH OF THE CENTER OF THE
 KG0597'ROAD, 9 FEET EAST OF A TRIANGULAR BLAZED STONE FENCE POST AND
 KG0597'1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED EUREKA NO
 KG0597'1 1950 AND PROJECTS 3 INCHES.
 KG0597'
 KG0597'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE CENTER OF THE
 KG0597'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 KG0597'STAMPED EUREKA NO 2 1950 AND PROJECTS 4 INCHES.
 KG0597'
 KG0597'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 62.35 FEET.
 KG0597'
 KG0597'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 KG0597'ROAD, 14 FEET NORTH OF A T FENCE INTERSECTION, 2 FEET NORTH OF
 KG0597'A WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 KG0597'IT IS STAMPED EUREKA 1950 AND PROJECTS 3 INCHES.  TO REACH
 KG0597'FROM THE STATION GO WEST 0.1 MILE TO A CROSSROADS, TURN LEFT
 KG0597'AND GO SOUTH 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 KG0597'DESCRIBED.
 KG0597'
 KG0597'TO REACH THE STATION FROM THE CROSSROADS ON U.S. HIGHWAY 24
 KG0597'AT THE HIGH-SCHOOL IN THE NORTHEAST EDGE OF ASHERVILLE, GO
 KG0597'SOUTH, WEST AND SOUTH ON THE MAIN GRAVELED ROAD FOR 7.6 MILES
 KG0597'TO A CROSSROADS AT THE GREEN MOUND CHURCH ON THE LEFT, CONTINUE
 KG0597'SOUTH ON A DIRT ROAD FOR 3.1 MILES TO A CROSSROADS, TURN LEFT
 KG0597'AND GO EAST FOR 0.1 MILE TO THE STATION ON THE LEFT AS
 KG0597'DESCRIBED.
 KG0597'
 KG0597'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KG0597
 KG0597                          STATION RECOVERY (1969)
 KG0597
 KG0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0597'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KG0597'THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 KG0597'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KG0597'
 KG0597'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 KG0597'
 KG0597'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 KG0597'
 KG0597'TO REACH THE STATION FROM THE OLD HIGH SCHOOL IN THE NORTHEAST EDGE
 KG0597'OF ASHERVILLE, GO SOUTHERLY ON A BLACKTOP ROAD FOR 5.75 MILES TO A
 KG0597'POINT WHERE THE BLACKTOP ROAD CURVES SOUTHEAST AND A GRAVELED ROAD
 KG0597'STRAIGHT AHEAD.  LEAVE THE MAIN HIGHWAY AND GO SOUTH ON A GRAVELED
 KG0597'ROAD FOR 0.1 MILE TO A CROSSROAD AND THE GREEN MOUND CHURCH.
 KG0597'CONTINUE SOUTH ON A GRAVELED ROAD FOR 3.1 MILES TO
 KG0597'A CROSSROAD.  (CONTINUE SOUTH ON THE ROAD FOR 0.3 MILE TO
 KG0597'THE AZIMUTH MARK ON THE RIGHT.)
 KG0597'TURN LEFT AND GO EAST ON A DIRT ROAD FOR 0.1 MILE TO
 KG0597'THE STATION ON THE LEFT.
 KG0597'
 KG0597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES NNE
 KG0597'OF BARNARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1116 ***********************************************************************
 HF1116  DESIGNATION -  EUREKA MUN SPIPE WEST OF TWO
 HF1116  PID         -  HF1116
 HF1116  STATE/COUNTY-  KS/GREENWOOD
 HF1116  USGS QUAD   -  EUREKA (1971)
 HF1116
 HF1116                         *CURRENT SURVEY CONTROL
 HF1116  ___________________________________________________________________
 HF1116* NAD 83(1997)-  37 50 13.35851(N)    096 17 38.74574(W)     ADJUSTED  
 HF1116* NAVD 88     -                                                        
 HF1116  ___________________________________________________________________
 HF1116  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 HF1116  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HF1116
 HF1116  HORZ ORDER  -  THIRD
 HF1116
 HF1116.The horizontal coordinates were established by classical geodetic methods
 HF1116.and adjusted by the National Geodetic Survey in October 1998..
 HF1116
 HF1116
 HF1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1116
 HF1116.The geoid height was determined by GEOID03.
 HF1116
 HF1116;                    North         East     Units Scale Factor Converg.
 HF1116;SPC KS S     -   532,190.700   594,147.552   MT  0.99993690   +1 21 20.1
 HF1116;UTM  14      - 4,191,185.541   738,117.983   MT  1.00029842   +1 39 38.3
 HF1116
 HF1116                          SUPERSEDED SURVEY CONTROL
 HF1116
 HF1116  NAD 83(1997)-  37 50 13.35814(N)    096 17 38.73357(W) AD(       ) 4
 HF1116  NAD 83(1986)-  37 50 13.37042(N)    096 17 38.72603(W) AD(       ) 4
 HF1116  NAD 27      -  37 50 13.26854(N)    096 17 37.69716(W) AD(       ) 3
 HF1116
 HF1116.Superseded values are not recommended for survey control.
 HF1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1116.See file dsdata.txt to determine how the superseded data were derived.
 HF1116
 HF1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG3811891186(NAD 83)
 HF1116_MARKER: 52 = STANDPIPE TANK
 HF1116
 HF1116  HISTORY     - Date     Condition        Report By
 HF1116  HISTORY     - 1940     FIRST OBSERVED   CGS
 HF1116
 HF1116                          STATION DESCRIPTION
 HF1116
 HF1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1116'STATION IS THE MUNICIPAL STANDPIPE, LOCATED IN THE NORTHERN
 HF1116'PART OF THE TOWN OF EUREKA.  IT IS ON A HIGH HILL AT THE
 HF1116'N END OF MAIN STREET.
 HF1116'
 HF1116'THE STANDPIPE IS PAINTED BLACK AND IS 65 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1490 ***********************************************************************
 HF1490  DESIGNATION -  EUREPORT
 HF1490  PID         -  HF1490
 HF1490  STATE/COUNTY-  KS/GREENWOOD
 HF1490  USGS QUAD   -  EUREKA (1971)
 HF1490
 HF1490                         *CURRENT SURVEY CONTROL
 HF1490  ___________________________________________________________________
 HF1490* NAD 83(1997)-  37 51 04.55527(N)    096 17 27.90785(W)     ADJUSTED  
 HF1490* NAVD 88     -       367.7    (meters)    1206.     (feet)  VERTCON   
 HF1490  ___________________________________________________________________
 HF1490  X           -    -552,593.012 (meters)                     COMP
 HF1490  Y           -  -5,012,474.897 (meters)                     COMP
 HF1490  Z           -   3,892,628.807 (meters)                     COMP
 HF1490  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 HF1490  ELLIP HEIGHT-         337.57  (meters)          (10/02/98) GPS OBS
 HF1490  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HF1490
 HF1490  HORZ ORDER  -  THIRD
 HF1490  ELLP ORDER  -  FOURTH    CLASS I
 HF1490
 HF1490.This mark is at Eureka Municipal Airport (13K)
 HF1490
 HF1490.The horizontal coordinates were established by GPS observations
 HF1490.and adjusted by the National Geodetic Survey in October 1998..
 HF1490
 HF1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1490
 HF1490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF1490
 HF1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1490
 HF1490.The ellipsoidal height was determined by GPS observations
 HF1490.and is referenced to NAD 83.
 HF1490
 HF1490.The geoid height was determined by GEOID03.
 HF1490
 HF1490;                    North         East     Units Scale Factor Converg.
 HF1490;SPC KS S     -   533,774.906   594,375.076   MT  0.99993659   +1 21 26.8
 HF1490;UTM  14      - 4,192,771.510   738,337.141   MT  1.00029970   +1 39 46.8
 HF1490
 HF1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1490!SPC KS S     -   0.99994703  x   0.99993659  =   0.99988363
 HF1490!UTM  14      -   0.99994703  x   1.00029970  =   1.00024672
 HF1490
 HF1490:                Primary Azimuth Mark                     Grid Az
 HF1490:SPC KS S     -  EUREPORT AZ MK                           008 50 16.0
 HF1490:UTM  14      -  EUREPORT AZ MK                           008 31 56.0
 HF1490
 HF1490|---------------------------------------------------------------------|
 HF1490| PID    Reference Object                     Distance      Geod. Az  |
 HF1490|                                                           dddmmss.s |
 HF1490| HF1491 EUREPORT AZ MK                      436.006 METERS 0101142.8 |
 HF1490|---------------------------------------------------------------------|
 HF1490
 HF1490                          SUPERSEDED SURVEY CONTROL
 HF1490
 HF1490  NAD 83(1997)-  37 51 04.56159(N)    096 17 27.90741(W) AD(       ) 3
 HF1490  NAD 83(1986)-  37 51 04.56337(N)    096 17 27.90171(W) AD(       ) 3
 HF1490  NGVD 29 (02/23/90)  367.5    (m)         1206.     (f) GPS OBS        
 HF1490
 HF1490.Superseded values are not recommended for survey control.
 HF1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1490.See file dsdata.txt to determine how the superseded data were derived.
 HF1490
 HF1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG3833792772(NAD 83)
 HF1490_MARKER: I = METAL ROD
 HF1490_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HF1490_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HF1490_STAMPING: EUREPORT 1989
 HF1490_MARK LOGO: NGS   
 HF1490_PROJECTION: FLUSH
 HF1490_MAGNETIC: I = MARKER IS A STEEL ROD
 HF1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1490+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HF1490_ROD/PIPE-DEPTH: 2.50 meters
 HF1490_SLEEVE-DEPTH  : 01.0 meters
 HF1490
 HF1490  HISTORY     - Date     Condition        Report By
 HF1490  HISTORY     - 1989     MONUMENTED       NGS
 HF1490
 HF1490                          STATION DESCRIPTION
 HF1490
 HF1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HF1490'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) NORTH OF EUREKA, AT THE
 HF1490'EUREKA MUNICIPAL AIRPORT, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 HF1490'THE PAVED RUNWAY AND THE CONNECTING TAXIWAY.  OWNERSHIP--CITY OF
 HF1490'EUREKA, C/O AIRPORT MANAGER ROBERT KENNESON, RR 2 BOX 77, EUREKA KS
 HF1490'67045.  PHONE (316)583-7732.
 HF1490'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND MAIN
 HF1490'STREET, SOUTH OF EUREKA, GO NORTH FOR 1.6 KM (1.00 MI) ON MAIN STREET
 HF1490'TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.6 KM (0.35 MI) ON 13TH
 HF1490'STREET TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.9 KM (1.20 MI) ON
 HF1490'A PAVED ROAD, WHICH TURNS TO GRAVEL, TO A GRAVEL ROAD LEFT.  TURN LEFT
 HF1490'AND GO WEST FOR 60 METERS TO A FORK.  BEAR RIGHT AND GO NORTHWEST FOR
 HF1490'0.1 KM (0.05 MI) ON THE GRAVEL ROAD TO A FORK.  BEAR RIGHT AND
 HF1490'CONTINUE NORTHWEST FOR 75 METERS ON THE GRAVEL ROAD TO A FORK.  BEAR
 HF1490'RIGHT AND CONTINUE NORTHWEST FOR 30 METERS ON THE GRAVEL ROAD TO A
 HF1490'PAVED ROAD LEFT.  TURN LEFT AND GO WEST FOR 20 METERS ON THE PAVED
 HF1490'ROAD TO AN APRON.  TURN LEFT AND GO SOUTHWEST FOR 60 METERS ACROSS THE
 HF1490'APRON TO A CONNECTING TAXIWAY.  TURN RIGHT AND GO WEST FOR 50 METERS
 HF1490'ON THE CONNECTING TAXIWAY TO THE STATION ON THE LEFT, JUST BEFORE THE
 HF1490'PAVED RUNWAY.
 HF1490'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HF1490'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 2.5 METERS IN A GREASE
 HF1490'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HF1490'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HF1490'10.3 M (33.8 FT) NORTH-NORTHEAST FROM A WHITE RUNWAY LIGHT, 8.8 M
 HF1490'(28.9 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 7.2 M (23.6 FT)
 HF1490'WEST-SOUTHWEST FROM A BLUE TAXIWAY LIGHT AND 4.6 M (15.1 FT) SOUTH
 HF1490'FROM THE CURVING SOUTH EDGE OF THE CONNECTING TAXIWAY.
 HF1490'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1491 ***********************************************************************
 HF1491  DESIGNATION -  EUREPORT AZ MK
 HF1491  PID         -  HF1491
 HF1491  STATE/COUNTY-  KS/GREENWOOD
 HF1491  USGS QUAD   -  EUREKA (1971)
 HF1491
 HF1491                         *CURRENT SURVEY CONTROL
 HF1491  ___________________________________________________________________
 HF1491* NAD 83(1997)-  37 51 18.47351(N)    096 17 24.75090(W)     ADJUSTED  
 HF1491* NAVD 88     -       367.0    (meters)    1204.     (feet)  VERTCON   
 HF1491  ___________________________________________________________________
 HF1491  X           -    -552,487.380 (meters)                     COMP
 HF1491  Y           -  -5,012,221.042 (meters)                     COMP
 HF1491  Z           -   3,892,967.217 (meters)                     COMP
 HF1491  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 HF1491  ELLIP HEIGHT-         336.86  (meters)          (10/02/98) GPS OBS
 HF1491  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HF1491
 HF1491  HORZ ORDER  -  THIRD
 HF1491  ELLP ORDER  -  FOURTH    CLASS I
 HF1491
 HF1491.This mark is at Eureka Municipal Airport (13K)
 HF1491
 HF1491.The horizontal coordinates were established by GPS observations
 HF1491.and adjusted by the National Geodetic Survey in October 1998..
 HF1491
 HF1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1491
 HF1491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF1491
 HF1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1491
 HF1491.The ellipsoidal height was determined by GPS observations
 HF1491.and is referenced to NAD 83.
 HF1491
 HF1491.The geoid height was determined by GEOID03.
 HF1491
 HF1491;                    North         East     Units Scale Factor Converg.
 HF1491;SPC KS S     -   534,205.708   594,442.059   MT  0.99993651   +1 21 28.7
 HF1491;UTM  14      - 4,193,202.820   738,401.848   MT  1.00030008   +1 39 49.3
 HF1491
 HF1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1491!SPC KS S     -   0.99994714  x   0.99993651  =   0.99988366
 HF1491!UTM  14      -   0.99994714  x   1.00030008  =   1.00024721
 HF1491
 HF1491:                Primary Azimuth Mark                     Grid Az
 HF1491:SPC KS S     -  EUREPORT                                 188 50 16.0
 HF1491:UTM  14      -  EUREPORT                                 188 31 55.4
 HF1491
 HF1491|---------------------------------------------------------------------|
 HF1491| PID    Reference Object                     Distance      Geod. Az  |
 HF1491|                                                           dddmmss.s |
 HF1491| HF1490 EUREPORT                            436.006 METERS 1901144.7 |
 HF1491|---------------------------------------------------------------------|
 HF1491
 HF1491                          SUPERSEDED SURVEY CONTROL
 HF1491
 HF1491  NAD 83(1997)-  37 51 18.47930(N)    096 17 24.75038(W) AD(       ) 3
 HF1491  NAD 83(1986)-  37 51 18.48165(N)    096 17 24.74469(W) AD(       ) 3
 HF1491  NGVD 29 (02/23/90)  366.8    (m)         1203.     (f) GPS OBS        
 HF1491
 HF1491.Superseded values are not recommended for survey control.
 HF1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1491.See file dsdata.txt to determine how the superseded data were derived.
 HF1491
 HF1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG3840293203(NAD 83)
 HF1491_MARKER: I = METAL ROD
 HF1491_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HF1491_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HF1491_STAMPING: EUREPORT AZ MK 1989
 HF1491_MARK LOGO: NGS   
 HF1491_PROJECTION: FLUSH
 HF1491_MAGNETIC: I = MARKER IS A STEEL ROD
 HF1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1491+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HF1491_ROD/PIPE-DEPTH: 3.50 meters
 HF1491_SLEEVE-DEPTH  : 01.0 meters
 HF1491
 HF1491  HISTORY     - Date     Condition        Report By
 HF1491  HISTORY     - 1989     MONUMENTED       NGS
 HF1491
 HF1491                          STATION DESCRIPTION
 HF1491
 HF1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HF1491'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) NORTH OF EUREKA, AT THE
 HF1491'EUREKA MUNICIPAL AIRPORT, ALONG THE EAST SIDE AND NEAR THE NORTH END
 HF1491'OF THE PAVED RUNWAY.  OWNERSHIP--CITY OF EUREKA, C/O AIRPORT MANAGER
 HF1491'ROBERT KENNESON, RR 2 BOX 77, EUREKA KS 67045.  PHONE (316)583-7732.
 HF1491'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND MAIN
 HF1491'STREET, SOUTH OF EUREKA, GO NORTH FOR 1.6 KM (1.00 MI) ON MAIN STREET
 HF1491'TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 0.6 KM (0.35 MI) ON 13TH
 HF1491'STREET TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 1.9 KM (1.20 MI) ON
 HF1491'THE PAVED ROAD, WHICH TURNS TO GRAVEL, TO A GRAVEL ROAD LEFT.  TURN
 HF1491'LEFT AND GO WEST FOR 60 METERS ON THE AIRPORT ENTRANCE ROAD TO A FORK.
 HF1491'BEAR RIGHT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) ON THE GRAVEL ROAD
 HF1491'TO A FORK.  BEAR RIGHT AND CONTINUE NORTHWEST FOR 75 METERS ON THE
 HF1491'GRAVEL ROAD TO A FORK.  BEAR RIGHT AND CONTINUE NORTHWEST FOR 30
 HF1491'METERS ON THE GRAVEL ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO WEST
 HF1491'FOR 20 METERS ON THE PAVED ROAD TO AN APRON.  TURN LEFT AND GO
 HF1491'SOUTHWEST FOR 60 METERS ACROSS THE APRON TO A CONNECTING TAXIWAY.
 HF1491'TURN RIGHT AND GO WEST FOR 50 METERS ON THE CONNECTING TAXIWAY TO THE
 HF1491'PAVED RUNWAY.  TURN RIGHT AND GO NORTH FOR 0.4 KM (0.25 MI) ON THE
 HF1491'RUNWAY TO THE STATION ON THE RIGHT, JUST BEFORE A TURN-AROUND ON THE
 HF1491'RIGHT.
 HF1491'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HF1491'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.5 METERS IN A GREASE
 HF1491'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HF1491'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HF1491'30.6 M (100.4 FT) SOUTHEAST FROM THE CENTER OF THE NORTH END OF THE
 HF1491'RUNWAY, 7.9 M (25.9 FT) SOUTH FROM THE CURVING SOUTH EDGE OF THE
 HF1491'TURN-AROUND AND 5.7 M (18.7 FT) EAST FROM THE EAST EDGE OF THE RUNWAY.
 HF1491'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1276 ***********************************************************************
 KE1276  DESIGNATION -  EVANS
 KE1276  PID         -  KE1276
 KE1276  STATE/COUNTY-  KS/NEMAHA
 KE1276  USGS QUAD   -  WOODLAWN (1961)
 KE1276
 KE1276                         *CURRENT SURVEY CONTROL
 KE1276  ___________________________________________________________________
 KE1276* NAD 83(1997)-  39 46 58.00259(N)    095 49 24.89510(W)     ADJUSTED  
 KE1276* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 KE1276  ___________________________________________________________________
 KE1276  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 KE1276  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 KE1276
 KE1276  HORZ ORDER  -  FIRST
 KE1276
 KE1276.The horizontal coordinates were established by classical geodetic methods
 KE1276.and adjusted by the National Geodetic Survey in October 1998..
 KE1276
 KE1276.The orthometric height was scaled from a topographic map.
 KE1276
 KE1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1276
 KE1276.The geoid height was determined by GEOID03.
 KE1276
 KE1276;                    North         East     Units Scale Factor Converg.
 KE1276;SPC KS N     -   163,151.053   586,422.331   MT  0.99999991   +1 22 37.4
 KE1276;UTM  15      - 4,407,462.335   258,199.990   MT  1.00031987   -1 48 27.4
 KE1276
 KE1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1276!SPC KS N     -   0.99994137  x   0.99999991  =   0.99994128
 KE1276!UTM  15      -   0.99994137  x   1.00031987  =   1.00026122
 KE1276
 KE1276:                Primary Azimuth Mark                     Grid Az
 KE1276:SPC KS N     -  EVANS AZ MK                              002 18 41.3
 KE1276:UTM  15      -  EVANS AZ MK                              005 29 46.1
 KE1276
 KE1276|---------------------------------------------------------------------|
 KE1276| PID    Reference Object                     Distance      Geod. Az  |
 KE1276|                                                           dddmmss.s |
 KE1276| CL6489 EVANS AZ MK                                        0034118.7 |
 KE1276| CL6490 EVANS RM 1                           63.958 METERS 09133     |
 KE1276| KF0969 KELLY ST BEADS CATH CH SPIRE        APPROX.16.0 KM 2523140.6 |
 KE1276| CL6491 EVANS RM 2                           50.394 METERS 35622     |
 KE1276|---------------------------------------------------------------------|
 KE1276
 KE1276                          SUPERSEDED SURVEY CONTROL
 KE1276
 KE1276  NAD 83(1997)-  39 46 58.00480(N)    095 49 24.89595(W) AD(       ) 1
 KE1276  NAD 83(1986)-  39 46 58.00948(N)    095 49 24.89196(W) AD(       ) 1
 KE1276  NAD 27      -  39 46 58.01500(N)    095 49 23.93500(W) AD(       ) 1
 KE1276
 KE1276.Superseded values are not recommended for survey control.
 KE1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1276.See file dsdata.txt to determine how the superseded data were derived.
 KE1276
 KE1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE5820007462(NAD 83)
 KE1276_MARKER: DS = TRIANGULATION STATION DISK
 KE1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1276_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1276
 KE1276  HISTORY     - Date     Condition        Report By
 KE1276  HISTORY     - 1934     MONUMENTED       CGS
 KE1276  HISTORY     - 1950     GOOD             CGS
 KE1276
 KE1276                          STATION DESCRIPTION
 KE1276
 KE1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KE1276'STATION IS LOCATED ABOUT 8 MILES SOUTH AND 1 MILE WEST OF
 KE1276'SABETHA, 10 MILES NORTH AND 1 MILE WEST OF WETMORE IN T. 3 S., R.
 KE1276'14 E., NORTHWEST QUARTER OF SEC. 23 ON LAND OWNED AND OCCUPIED
 KE1276'BY MR. EVANS.
 KE1276'
 KE1276'TO REACH FROM WETMORE (RAILROAD DEPOT) BY GOING WEST ON STATE
 KE1276'HIGHWAY 9, TURN RIGHT (NORTH) AND GO 10.8 MILES, TURN RIGHT
 KE1276'(EAST) AND GO 0.25 MILE TO WHITE HOUSE WITH LARGE RED BARNS
 KE1276'TO EAST, TURN RIGHT (SOUTH), PASS THROUGH GATES BETWEEN BARNS
 KE1276'AND CONTINUE SOUTH 0.55 MILE, FOLLOWING DIM ROAD THROUGH
 KE1276'PASTURE TO SOUTHWEST CORNER OF PASTURE AND STATION.
 KE1276'
 KE1276'MARK IS SET 16 FEET NORTH OF EAST-AND-WEST WIRE FENCE,
 KE1276'15 FEET EAST OF NORTH-AND-SOUTH WIRE FENCE, AND PROJECTS
 KE1276'ABOUT 6 INCHES ABOVE SURFACE OF GROUND.  UNDERGROUND MARK
 KE1276'IS SET AS DESCRIBED.
 KE1276'
 KE1276'REFERENCE MARK NO. 1 IS 63.958 METERS (209.84 FEET)
 KE1276'EAST OF STATION, 4 FEET NORTHWEST OF INTERSECTION OF EAST-AND-WEST
 KE1276'WIRE FENCES AND PROJECTS ABOUT 10 INCHES ABOVE SURFACE OF GROUND.
 KE1276'
 KE1276'REFERENCE MARK NO. 2 IS 50.394 METERS (165.33 FEET)
 KE1276'NORTH OF STATION, 2 FEET EAST OF NORTH-AND-SOUTH WIRE FENCE
 KE1276'AND PROJECTS ABOUT 8 INCHES ABOVE SURFACE OF GROUND.
 KE1276'
 KE1276'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NORTH OF
 KE1276'STATION, 30 FEET WEST OF CENTERLINE OF DIM ROAD LEADING TO
 KE1276'STATION, 2 FEET SOUTH OF EAST-AND-WEST WIRE FENCE AND PROJECTS
 KE1276'ABOUT 6 INCHES ABOVE SURFACE OF GROUND.
 KE1276'
 KE1276'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KE1276
 KE1276                          STATION RECOVERY (1950)
 KE1276
 KE1276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KE1276'THE STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED
 KE1276'AS DESCRIBED AND FOUND IN GOOD CONDITION.  SOME NEW REFERENCE
 KE1276'MEASUREMENTS WERE MADE TO THE AZIMUTH MARK AND A NEW TO REACH
 KE1276'DESCRIPTION IS NECESSARY.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 KE1276'
 KE1276'STATION IS LOCATED ABOUT 11 MILES N OF WETMORE AND 8 MILES S
 KE1276'OF SABETHA, IN THE NW 1/4 SEC. 23, T. 3 S., R. 14 E., ON LAND
 KE1276'OWNED AND OCCUPIED BY MR. CHARLES EVANS.  IT IS 16 FEET N
 KE1276'OF E-W FENCE AND 15 FEET E OF N-S FENCE.  STATION MARK IS A
 KE1276'STANDARD STATION DISK SET IN THE TOP OF A CONCRETE CYLINDER
 KE1276'STAMPED EVANS 1934 AND PROJECTS 2 INCHES.  UNDERGROUND MARK IS
 KE1276'A STANDARD STATION DISK SET IN CONCRETE.
 KE1276'
 KE1276'R.M. 1 IS 63.958 METERS (209.84 FEET) E OF THE STATION AND 4
 KE1276'FEET NW OF A FENCE T-INTERSECTION.  IT IS A STANDARD REFERENCE
 KE1276'DISK SET IN CONCRETE STAMPED EVANS NO 1 1934 AND PROJECTS 8
 KE1276'INCHES.
 KE1276'
 KE1276'R.M. 2 IS 50.393 METERS (165.33 FEET) NNW OF THE STATION,
 KE1276'AND 2 FEET E OF A N-S FENCE.  IT IS A STANDARD REFERENCE DISK
 KE1276'SET IN CONCRETE STAMPED EVANS NO 2 1934 AND IS 1 INCH BELOW
 KE1276'THE SURFACE OF THE GROUND.
 KE1276'
 KE1276'AZIMUTH MARK IS 0.3 MILE N OF THE STATION, 40 FEET W OF N-S
 KE1276'FENCE, AND 15 FEET SE OF A SW-NE FENCE.  IT IS A STANDARD
 KE1276'DISK SET IN CONCRETE STAMPED EVANS AZI 1934 AND PROJECTS 12 INCHES.
 KE1276'
 KE1276'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WETMORE, GO
 KE1276'W FOR 1.0 MILE.  TURN RIGHT AND GO N ON GRAVEL ROAD FOR 11.0
 KE1276'MILES TO CROSSROADS.  TURN RIGHT AND GO E FOR 0.25 MILE TO
 KE1276'MR. EVANS HOUSE ON RIGHT.  TURN RIGHT INTO FARMYARD AND GO S
 KE1276'FOR 0.2 MILE TO AZIMUTH MARK.  CONTINUE S IN PASTURE FOR 0.3
 KE1276'MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GH1006 ***********************************************************************
 GH1006  DESIGNATION -  EVANS 1935
 GH1006  PID         -  GH1006
 GH1006  STATE/COUNTY-  KS/COWLEY
 GH1006  USGS QUAD   -  GRAINOLA (1976)
 GH1006
 GH1006                         *CURRENT SURVEY CONTROL
 GH1006  ___________________________________________________________________
 GH1006* NAD 83(1997)-  36 59 57.40208(N)    096 44 28.96077(W)     ADJUSTED  
 GH1006* NAVD 88     -       403.39   (+/-2cm)    1323.5    (feet)  VERTCON   
 GH1006  ___________________________________________________________________
 GH1006  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 GH1006  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 GH1006
 GH1006  HORZ ORDER  -  FIRST
 GH1006  VERT ORDER  -  THIRD ? (See Below)
 GH1006
 GH1006.The horizontal coordinates were established by classical geodetic methods
 GH1006.and adjusted by the National Geodetic Survey in October 1998..
 GH1006
 GH1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH1006.The vertical order pertains to the NGVD 29 superseded value.
 GH1006
 GH1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 GH1006
 GH1006.The geoid height was determined by GEOID03.
 GH1006
 GH1006;                    North         East     Units Scale Factor Converg.
 GH1006;SPC KS S     -   438,392.047   556,539.991   MT  1.00006331   +1 04 50.6
 GH1006;SPC OK N     -   222,564.219   712,035.652   MT  1.00005072   +0 44 34.0
 GH1006;SPC OK N     -   730,196.11  2,336,070.30   sFT  1.00005072   +0 44 34.0
 GH1006;UTM  14      - 4,097,176.984   700,979.685   MT  1.00009763   +1 21 34.9
 GH1006
 GH1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH1006!SPC KS S     -   0.99994127  x   1.00006331  =   1.00000458
 GH1006!SPC OK N     -   0.99994127  x   1.00005072  =   0.99999199
 GH1006!UTM  14      -   0.99994127  x   1.00009763  =   1.00003889
 GH1006
 GH1006|---------------------------------------------------------------------|
 GH1006| PID    Reference Object                     Distance      Geod. Az  |
 GH1006|                                                           dddmmss.s |
 GH1006| CI0850 EVANS RM 1                           24.064 METERS 12214     |
 GH1006| GH1001 FORAKER MUNICIPAL TANK              APPROX.20.9 KM 1323155.9 |
 GH1006| GH1002 SHIDLER MUNICIPAL TANK              APPROX.25.2 KM 1635357.8 |
 GH1006| GH1024 HARDY                               APPROX. 8.4 KM 2004011.8 |
 GH1006| CI0851 EVANS RM 2                           30.272 METERS 24506     |
 GH1006| CI0849 EVANS AZ MK                                        2962511.7 |
 GH1006|---------------------------------------------------------------------|
 GH1006
 GH1006                          SUPERSEDED SURVEY CONTROL
 GH1006
 GH1006  NAD 83(1997)-  36 59 57.40084(N)    096 44 28.95792(W) AD(       ) 1
 GH1006  NAD 83(1986)-  36 59 57.41500(N)    096 44 28.95094(W) AD(       ) 1
 GH1006  NAD 27      -  36 59 57.29850(N)    096 44 27.84915(W) AD(       ) 1
 GH1006  NGVD 29 (07/19/86)  403.25   (m)         1323.0    (f) LEVELING    3  
 GH1006
 GH1006.Superseded values are not recommended for survey control.
 GH1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH1006.See file dsdata.txt to determine how the superseded data were derived.
 GH1006
 GH1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQF0098097177(NAD 83)
 GH1006_MARKER: DS = TRIANGULATION STATION DISK
 GH1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GH1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GH1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GH1006+STABILITY: SURFACE MOTION
 GH1006
 GH1006  HISTORY     - Date     Condition        Report By
 GH1006  HISTORY     - 1935     MONUMENTED       CGS
 GH1006  HISTORY     - 1939     GOOD             SCS
 GH1006
 GH1006                          STATION DESCRIPTION
 GH1006
 GH1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 GH1006'STATION IS IN THE SOUTHEAST QUARTER OF SECTION 14, T. 35 S.,
 GH1006'R. 6 E., ABOUT 4 MILES SOUTH AND 2 MILES EAST OF MAPLE CITY,
 GH1006'KANSAS, ABOUT 2 MILES NORTH AND 3 MILES EAST OF HARDY, OKLAHOMA,
 GH1006'ON KANSAS-OKLAHOMA LINE.  MARK IS IN NORTH RIGHT-OF-WAY FENCE
 GH1006'LINE, 20 FEET NORTH OF CENTER LINE OF STATE LINE DIRT ROAD,
 GH1006'ON PROPERTY OF EVANS BROTHERS.
 GH1006'
 GH1006'FROM CROSSROADS IN MAPLE CITY, GO SOUTH ON DIRT ROAD FOR 1.0
 GH1006'MILE TO T-ROAD, THENCE LEFT (EAST) FOR 1.0 MILE TO CORNER, THENCE
 GH1006'RIGHT (SOUTH) FOR 1.1 MILES TO CORNER, THENCE LEFT (EAST)
 GH1006'FOR 0.5 MILE TO T-ROAD, THENCE RIGHT (SOUTH) FOR 0.5 MILE
 GH1006'TO CORNER, THENCE LEFT (EAST) FOR 0.3 MILE TO CORNER, THENCE
 GH1006'RIGHT (SOUTH) FOR 1.5 MILES TO STATE LINE, THENCE RIGHT (WEST)
 GH1006'FOR 0.25 MILE TO MARK, ABOUT 0.1 MILE WEST OF FARMHOUSE.
 GH1006'
 GH1006'REFERENCE MARK NO. 1 IS 78.95 FEET (24.064 METERS) SOUTHEAST
 GH1006'OF STATION, 20 FEET SOUTH OF CENTER LINE OF STATE-LINE ROAD.
 GH1006'
 GH1006'REFERENCE MARK NO. 2 IS 99.32 FEET (30.272 METERS) SOUTHWEST
 GH1006'OF STATION, 20 FEET SOUTH OF CENTER LINE OF STATE-LINE ROAD.
 GH1006'
 GH1006'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF STATION IN FENCE LINE.
 GH1006'TO REACH FROM STATION, GO WEST ON STATE-LINE ROAD FOR 0.25 MILE
 GH1006'TO GATE, THENCE RIGHT (NORTH) FOR 0.15 MILE TO MARK ON RIGHT.
 GH1006'
 GH1006'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 GH1006'DESCRIBED.
 GH1006'
 GH1006'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GH1006
 GH1006                          STATION RECOVERY (1939)
 GH1006
 GH1006'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1939 (ELF)
 GH1006'STATION, TWO REFERENCE MARKS AND AZIMUTH MARKS RECOVERED IN GOOD
 GH1006'CONDITION IN JULY, 1939.  AT THIS TIME AZIMUTH MARK WAS NOT
 GH1006'VISIBLE FROM GROUND BECAUSE OF CORN FIELD TO NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9439 ***********************************************************************
 AC9439  SACS        -  This is a Secondary Airport Control Station.
 AC9439  DESIGNATION -  EWK A
 AC9439  PID         -  AC9439
 AC9439  STATE/COUNTY-  KS/HARVEY
 AC9439  USGS QUAD   -  NEWTON (1989)
 AC9439
 AC9439                         *CURRENT SURVEY CONTROL
 AC9439  ___________________________________________________________________
 AC9439* NAD 83(1997)-  38 03 40.14879(N)    097 16 42.88637(W)     ADJUSTED  
 AC9439* NAVD 88     -       466.68   (meters)    1531.1    (feet)  GPS OBS   
 AC9439  ___________________________________________________________________
 AC9439  X           -    -637,091.323 (meters)                     COMP
 AC9439  Y           -  -4,988,071.239 (meters)                     COMP
 AC9439  Z           -   3,911,060.479 (meters)                     COMP
 AC9439  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AC9439  ELLIP HEIGHT-         437.84  (meters)          (07/29/04) GPS OBS
 AC9439  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AC9439
 AC9439  HORZ ORDER  -  FIRST
 AC9439  ELLP ORDER  -  FOURTH    CLASS II
 AC9439
 AC9439.This mark is at Newton-City-Co Airport (EWK)
 AC9439
 AC9439.The horizontal coordinates were established by GPS observations
 AC9439.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AC9439
 AC9439.The orthometric height was determined by GPS observations and a
 AC9439.high-resolution geoid model.
 AC9439
 AC9439.GPS derived orthometric heights for airport stations designated as
 AC9439.PACS or SACS are published to 2 decimal places.  This maintains
 AC9439.centimeter relative accuracy between the PACS and SACS.  It does
 AC9439.not indicate centimeter accuracy relative to other marks which are
 AC9439.part of the NAVD 88 network.
 AC9439
 AC9439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9439
 AC9439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9439
 AC9439.The ellipsoidal height was determined by GPS observations
 AC9439.and is referenced to NAD 83.
 AC9439
 AC9439.The geoid height was determined by GEOID03.
 AC9439
 AC9439;                    North         East     Units Scale Factor Converg.
 AC9439;SPC KS S     -   555,469.400   507,181.618   MT  0.99993904   +0 45 02.1
 AC9439;UTM  14      - 4,213,998.878   651,016.032   MT  0.99988088   +1 03 41.3
 AC9439
 AC9439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9439!SPC KS S     -   0.99993130  x   0.99993904  =   0.99987035
 AC9439!UTM  14      -   0.99993130  x   0.99988088  =   0.99981219
 AC9439
 AC9439                          SUPERSEDED SURVEY CONTROL
 AC9439
 AC9439  ELLIP H (03/07/02)  437.85   (m)                       GP(       ) 4 2
 AC9439
 AC9439.Superseded values are not recommended for survey control.
 AC9439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9439.See file dsdata.txt to determine how the superseded data were derived.
 AC9439
 AC9439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH5101613999(NAD 83)
 AC9439_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC9439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9439_STAMPING: EWK A 1982
 AC9439_MARK LOGO: NOS   
 AC9439_PROJECTION: FLUSH
 AC9439_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9439+STABILITY: SURFACE MOTION
 AC9439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9439+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 AC9439
 AC9439  HISTORY     - Date     Condition        Report By
 AC9439  HISTORY     - 1982     MONUMENTED       NOS
 AC9439  HISTORY     - 19920521 GOOD             NGS
 AC9439  HISTORY     - 20010418 GOOD             MSAM
 AC9439
 AC9439                          STATION DESCRIPTION
 AC9439
 AC9439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC9439'THE STATION IS LOCATED ON THE NORTH END OF NEWTON-CITY-COUNTY AIRPORT.
 AC9439'THE STATION IS 141.2 FT (43.0 M) NORTH OF THE CENTERLINE OF RUNWAY
 AC9439'8-26, 93.0 FT (28.3 M) NORTH OF THE NORTH EDGE OF RWY 8-26, 9.3 FT
 AC9439'(2.8 M) NORTHEAST OF A TAXIWAY LIGHT, 18.5 FT (5.6 M) EAST OF THE EAST
 AC9439'EDGE OF THE NORTH-SOUTH TAXIWAY, AND 20.5 FT (6.2 M) SOUTHEAST OF THE
 AC9439'SOUTHEAST CORNER OF A CONCRETE SLAB.  THE STATION IS A STANDARD NOS
 AC9439'TOPOGRAPHIC DISK STAMPED, EWK A 1982 AND SET IN THE TOP OF A CONCRETE
 AC9439'MONUMENT FLUSH WITH THE GROUND.
 AC9439
 AC9439                          STATION RECOVERY (2001)
 AC9439
 AC9439'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AC9439'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AC9439'THE STATION IS LOCATED ABOUT 5.9 KM (3.8 MI) EAST NORTHEAST OF
 AC9439'NEWTON, KANSAS, AT NEWTON CITY/COUNTY AIRPORT. IT IS NEAR THE
 AC9439'NORTH SIDE OF THE AIRPORT, NORTH OF RUNWAY 826, EAST OF THE RAMP
 AC9439'AND TAXIWAY. THIS IS NOT A CONTROLLED AIRPORT. PERMISSION TO USE
 AC9439'THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. CONTACT
 AC9439'MR. KEVIN TIMMERMEYER 316-284-6089. OWNERSHIP-NEWTON CITY/COUNTY
 AC9439'AIRPORT.
 AC9439' 
 AC9439'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 AC9439'35 AT EXIT 31 AND FIRST STREET IN NEWTON, KANSAS GO EAST ON FIRST
 AC9439'STREET FOR 3.5 KM (2.2 MI) TO COUNTY ROAD 827. TURN LEFT, NORTH,
 AC9439'ALONG COUNTY ROAD 827 FOR 1.4 KM (0.85 MI) TO THE ENTRANCE OF THE
 AC9439'NEWTON CITY/COUNTY AIRPORT TERMINAL. GO THROUGH THE GATE ON THE
 AC9439'NORTH SIDE OF THE TERMINAL BUILDING, TO A SIGN MARKED -RAMP- ABOUT
 AC9439'0.16 KM (0.10 MI). TURN LEFT, NORTH ALONG TAXIWAY A PAST RUNWAY 826
 AC9439'ABOUT 8.0 M (26.2 FT). STATION ON YOUR RIGHT, EAST, ABOUT 5.6 M OFF OF
 AC9439'TAXIWAY A.
 AC9439' 
 AC9439'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP
 AC9439'CENTER OF A CONCRETE POST FLUSH WITH THE GROUND. IT IS 5.0 M (16.4 FT)
 AC9439'NORTH OF A RUNWAY SIGN MARKED -D - 8-, 2.8 M (9.2 FT) NORTH NORTHEAST
 AC9439'OF A TAXI LIGHT, 5.6 M (18.4 FT) EAST 0F THE EAST EDGE OF TAXIWAY A.
 AC9439'THIS
 AC9439'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AC9439' 
 AC9439'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8116 ***********************************************************************
 AJ8116  PACS        -  This is a Primary Airport Control Station.
 AJ8116  DESIGNATION -  EWK B 2001
 AJ8116  PID         -  AJ8116
 AJ8116  STATE/COUNTY-  KS/HARVEY
 AJ8116  USGS QUAD   -  NEWTON (1989)
 AJ8116
 AJ8116                         *CURRENT SURVEY CONTROL
 AJ8116  ___________________________________________________________________
 AJ8116* NAD 83(1997)-  38 03 09.97080(N)    097 16 41.60375(W)     ADJUSTED  
 AJ8116* NAVD 88     -       464.98   (meters)    1525.5    (feet)  GPS OBS   
 AJ8116  ___________________________________________________________________
 AJ8116  X           -    -637,132.806 (meters)                     COMP
 AJ8116  Y           -  -4,988,642.864 (meters)                     COMP
 AJ8116  Z           -   3,910,326.726 (meters)                     COMP
 AJ8116  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AJ8116  ELLIP HEIGHT-         436.13  (meters)          (07/29/04) GPS OBS
 AJ8116  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AJ8116
 AJ8116  HORZ ORDER  -  B
 AJ8116  ELLP ORDER  -  FOURTH    CLASS II
 AJ8116
 AJ8116.This mark is at Newton-City-Co Airport (EWK)
 AJ8116
 AJ8116.The horizontal coordinates were established by GPS observations
 AJ8116.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8116
 AJ8116.The orthometric height was determined by GPS observations and a
 AJ8116.high-resolution geoid model.
 AJ8116
 AJ8116.GPS derived orthometric heights for airport stations designated as
 AJ8116.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8116.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8116.not indicate centimeter accuracy relative to other marks which are
 AJ8116.part of the NAVD 88 network.
 AJ8116
 AJ8116.Photographs are available for this station.
 AJ8116
 AJ8116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8116
 AJ8116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8116
 AJ8116.The ellipsoidal height was determined by GPS observations
 AJ8116.and is referenced to NAD 83.
 AJ8116
 AJ8116.The geoid height was determined by GEOID03.
 AJ8116
 AJ8116;                    North         East     Units Scale Factor Converg.
 AJ8116;SPC KS S     -   554,539.479   507,225.072   MT  0.99993869   +0 45 02.9
 AJ8116;UTM  14      - 4,213,069.260   651,064.527   MT  0.99988106   +1 03 41.3
 AJ8116
 AJ8116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8116!SPC KS S     -   0.99993157  x   0.99993869  =   0.99987026
 AJ8116!UTM  14      -   0.99993157  x   0.99988106  =   0.99981264
 AJ8116
 AJ8116                          SUPERSEDED SURVEY CONTROL
 AJ8116
 AJ8116  ELLIP H (03/07/02)  436.15   (m)                       GP(       ) 4 2
 AJ8116
 AJ8116.Superseded values are not recommended for survey control.
 AJ8116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8116.See file dsdata.txt to determine how the superseded data were derived.
 AJ8116
 AJ8116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH5106513069(NAD 83)
 AJ8116_MARKER: I = METAL ROD
 AJ8116_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8116_STAMPING: EWK B 2001
 AJ8116_MARK LOGO: NGS   
 AJ8116_PROJECTION: FLUSH
 AJ8116_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8116+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 AJ8116_ROD/PIPE-DEPTH: 8.84 meters
 AJ8116_SLEEVE-DEPTH  : 0.9 meters
 AJ8116
 AJ8116  HISTORY     - Date     Condition        Report By
 AJ8116  HISTORY     - 20010418 MONUMENTED       MSAM
 AJ8116
 AJ8116                          STATION DESCRIPTION
 AJ8116
 AJ8116'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8116'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AJ8116'THE STATION IS LOCATED ABOUT 5.9 KM (3.7 MI) EAST NORTHEAST OF
 AJ8116'NEWTON, KANSAS, AT NEWTON CITY/COUNTY AIRPORT. IT IS NEAR THE
 AJ8116'CENTER OF THE AIRPORT, NORTH OF TAXIWAY B, EAST OF THE RAMP AND
 AJ8116'TAXIWAY A, IN THE SEGEMENT CIRCLE OF THE WINDSOCK. THIS IS NOT A
 AJ8116'CONTROLLED AIRPORT. PERMISSION TO USE THIS STATION MUST BE
 AJ8116'OBTAINED FROM THE AIRPORT MANAGER. CONTACT MR. KEVIN
 AJ8116'TIMMERMEYER 316-284-6089. OWNERSHIP-NEWTON CITY/COUNTY AIRPORT.
 AJ8116' 
 AJ8116'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 AJ8116'35 AT EXIT 31 AND FIRST STREET IN NEWTON, KANSAS GO EAST ON FIRST
 AJ8116'STREET FOR 3.5 KM (2.2 MI) TO COUNTY ROAD 827. TURN LEFT, NORTH,
 AJ8116'ALONG COUNTY ROAD 827 FOR 1.4 KM (0.85 MI) TO THE ENTRANCE OF THE
 AJ8116'NEWTON CITY/COUNTY AIRPORT TERMINAL. GO THROUGH THE GATE ON THE
 AJ8116'NORTH SIDE OF THE TERMINAL BUILDING, GO EAST ACROSS THE RAMP TO
 AJ8116'THE WIND SOCK AND THE STATION ON YOUR RIGHT.
 AJ8116' 
 AJ8116'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD
 AJ8116'DRIVEN TO REFUSAL AT A DEPTH OF 8.84 M (29.0 FT), ENCASED IN A 0.9 M
 AJ8116'(3.0
 AJ8116'FT) LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO
 AJ8116'LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND. THE
 AJ8116'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AJ8116'IT IS 45.5 M (149.3 FT) NORTH OF THE NORTH EDGE OF TAXIWAY B, 37.0 M
 AJ8116'(121.4 FT) EAST OF THE EAST EDGE OF TAXIWAY A,  12.8 M (42.0 FT)
 AJ8116'SOUTHWEST OF THE WINDSOCK AND 0.61 M (2.0 FT) WEST OF A CARSONITE
 AJ8116'WITNESS POST.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT
 AJ8116'CONTROL STATION.
 AJ8116' 
 AJ8116' 
 AJ8116' 
 AJ8116'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8117 ***********************************************************************
 AJ8117  SACS        -  This is a Secondary Airport Control Station.
 AJ8117  DESIGNATION -  EWK C 2001
 AJ8117  PID         -  AJ8117
 AJ8117  STATE/COUNTY-  KS/HARVEY
 AJ8117  USGS QUAD   -  NEWTON (1989)
 AJ8117
 AJ8117                         *CURRENT SURVEY CONTROL
 AJ8117  ___________________________________________________________________
 AJ8117* NAD 83(1997)-  38 02 47.90061(N)    097 16 44.29719(W)     ADJUSTED  
 AJ8117* NAVD 88     -       464.52   (meters)    1524.0    (feet)  GPS OBS   
 AJ8117  ___________________________________________________________________
 AJ8117  X           -    -637,251.047 (meters)                     COMP
 AJ8117  Y           -  -4,989,050.252 (meters)                     COMP
 AJ8117  Z           -   3,909,790.549 (meters)                     COMP
 AJ8117  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AJ8117  ELLIP HEIGHT-         435.68  (meters)          (07/29/04) GPS OBS
 AJ8117  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AJ8117
 AJ8117  HORZ ORDER  -  FIRST
 AJ8117  ELLP ORDER  -  FOURTH    CLASS II
 AJ8117
 AJ8117.This mark is at Newton-City-Co Airport (EWK)
 AJ8117
 AJ8117.The horizontal coordinates were established by GPS observations
 AJ8117.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8117
 AJ8117.The orthometric height was determined by GPS observations and a
 AJ8117.high-resolution geoid model.
 AJ8117
 AJ8117.GPS derived orthometric heights for airport stations designated as
 AJ8117.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8117.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8117.not indicate centimeter accuracy relative to other marks which are
 AJ8117.part of the NAVD 88 network.
 AJ8117
 AJ8117.Photographs are available for this station.
 AJ8117
 AJ8117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8117
 AJ8117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8117
 AJ8117.The ellipsoidal height was determined by GPS observations
 AJ8117.and is referenced to NAD 83.
 AJ8117
 AJ8117.The geoid height was determined by GEOID03.
 AJ8117
 AJ8117;                    North         East     Units Scale Factor Converg.
 AJ8117;SPC KS S     -   553,858.237   507,168.326   MT  0.99993844   +0 45 01.3
 AJ8117;UTM  14      - 4,212,387.760   651,011.477   MT  0.99988087   +1 03 39.1
 AJ8117
 AJ8117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8117!SPC KS S     -   0.99993164  x   0.99993844  =   0.99987008
 AJ8117!UTM  14      -   0.99993164  x   0.99988087  =   0.99981252
 AJ8117
 AJ8117                          SUPERSEDED SURVEY CONTROL
 AJ8117
 AJ8117  ELLIP H (03/07/02)  435.69   (m)                       GP(       ) 4 2
 AJ8117
 AJ8117.Superseded values are not recommended for survey control.
 AJ8117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8117.See file dsdata.txt to determine how the superseded data were derived.
 AJ8117
 AJ8117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH5101112388(NAD 83)
 AJ8117_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8117_STAMPING: EWK C 2001
 AJ8117_MARK LOGO: NGS   
 AJ8117_PROJECTION: FLUSH
 AJ8117_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8117+STABILITY: SURFACE MOTION
 AJ8117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8117+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 AJ8117
 AJ8117  HISTORY     - Date     Condition        Report By
 AJ8117  HISTORY     - 20010418 MONUMENTED       MSAM
 AJ8117
 AJ8117                          STATION DESCRIPTION
 AJ8117
 AJ8117'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8117'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AJ8117'THE STATION IS LOCATED ABOUT 5.9 KM (3.6 MI) EAST NORTHEAST OF
 AJ8117'NEWTON, KANSAS, AT NEWTON CITY/COUNTY AIRPORT. IT IS NEAR THE
 AJ8117'SOUTH SIDE OF THE AIRPORT, WEST OF THE SOUTH END OF THE RAMP AND
 AJ8117'TAXIWAY A. THIS IS NOT A CONTROLLED AIRPORT. PERMISSION TO USE THIS
 AJ8117'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. CONTACT MR.
 AJ8117'KEVIN TIMMERMEYER 316-284-6089. OWNERSHIP-NEWTON CITY/COUNTY
 AJ8117'AIRPORT.
 AJ8117' 
 AJ8117'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 AJ8117'35 AT EXIT 31 AND FIRST STREET IN NEWTON, KANSAS GO EAST ON FIRST
 AJ8117'STREET FOR 3.5 KM (2.2 MI) TO COUNTY ROAD 827. TURN LEFT, NORTH,
 AJ8117'ALONG COUNTY ROAD 827 FOR 1.4 KM (0.85 MI) TO THE ENTRANCE OF THE
 AJ8117'NEWTON CITY/COUNTY AIRPORT TERMINAL. GO THROUGH THE GATE ON THE
 AJ8117'NORTH SIDE OF THE TERMINAL BUILDING, TO A SIGN MARKED -RAMP- ABOUT
 AJ8117'0.10 MILES EAST. TURN RIGHT, SOUTH, ALONG TAXIWAY A FOR 0.72 KM
 AJ8117'(0.45 MI) TO THE STATION ON YOUR RIGHT OF TAXIWAY A.
 AJ8117' 
 AJ8117'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP
 AJ8117'CENTER OF A CONCRETE POST FLUSH WITH THE GROUND. IT IS 19.0 M (62.3
 AJ8117'FT) NORTHWEST OF A TAXIWAY LIGHT, 13.4 M (44.0 FT) WEST OF A TAXIWAY
 AJ8117'LIGHT, 12.8 M (42.0 FT) WEST 0F THE WEST EDGE OF TAXIWAY A  AND  0.61
 AJ8117'M
 AJ8117'(2.0 FT) EAST OF A CARSONITE WITNESS POST. THIS STATION IS DESIGNATED
 AJ8117'AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8117' 
 AJ8117' 
 AJ8117' 
 AJ8117' 
 AJ8117'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0912 ***********************************************************************
 JG0912  DESIGNATION -  EWY
 JG0912  PID         -  JG0912
 JG0912  STATE/COUNTY-  KS/HODGEMAN
 JG0912  USGS QUAD   -  JETMORE NE (1970)
 JG0912
 JG0912                         *CURRENT SURVEY CONTROL
 JG0912  ___________________________________________________________________
 JG0912* NAD 83(1997)-  38 07 30.38670(N)    099 47 53.06714(W)     ADJUSTED  
 JG0912* NAVD 88     -       721.8    (meters)    2368.     (feet)  VERTCON   
 JG0912  ___________________________________________________________________
 JG0912  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 JG0912  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0912
 JG0912  HORZ ORDER  -  SECOND
 JG0912  VERT ORDER  -  THIRD ? (See Below)
 JG0912
 JG0912.The horizontal coordinates were established by classical geodetic methods
 JG0912.and adjusted by the National Geodetic Survey in October 1998..
 JG0912
 JG0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0912.The vertical order pertains to the NGVD 29 superseded value.
 JG0912
 JG0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0912
 JG0912.The geoid height was determined by GEOID03.
 JG0912
 JG0912;                    North         East     Units Scale Factor Converg.
 JG0912;SPC KS S     -   562,658.065   286,191.139   MT  0.99994245   -0 47 51.7
 JG0912;UTM  14      - 4,219,996.875   430,049.878   MT  0.99966026   -0 29 33.8
 JG0912
 JG0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0912!SPC KS S     -   0.99989082  x   0.99994245  =   0.99983328
 JG0912!UTM  14      -   0.99989082  x   0.99966026  =   0.99955112
 JG0912
 JG0912:                Primary Azimuth Mark                     Grid Az
 JG0912:SPC KS S     -  HANSTON RAD STA KAA 213 TOWER            092 43 52.0
 JG0912:UTM  14      -  HANSTON RAD STA KAA 213 TOWER            092 25 34.1
 JG0912
 JG0912|---------------------------------------------------------------------|
 JG0912| PID    Reference Object                     Distance      Geod. Az  |
 JG0912|                                                           dddmmss.s |
 JG0912| JG0909 HANSTON RAD STA KAA 213 TOWER       APPROX. 7.4 KM 0915600.3 |
 JG0912| JG0908 HANSTON CO OP GRAIN ELEVATOR        APPROX. 7.5 KM 0925337.0 |
 JG0912| JG0907 HANSTON TRI CIRCLE TV MAST          APPROX.10.2 KM 1143425.6 |
 JG0912| JG0914 KORF                                APPROX. 6.7 KM 1731521.5 |
 JG0912| CK8653 EWY RM 2                              8.281 METERS 21947     |
 JG0912| JG0916 JETMORE CO OP GRAIN ELEVATOR        APPROX. 9.9 KM 2371148.5 |
 JG0912| JG0917 JETMORE MUN WATER TANK              APPROX. 9.7 KM 2421351.3 |
 JG0912| CK8652 EWY RM 1                             10.293 METERS 35751     |
 JG0912|---------------------------------------------------------------------|
 JG0912
 JG0912                          SUPERSEDED SURVEY CONTROL
 JG0912
 JG0912  NAD 83(1997)-  38 07 30.39439(N)    099 47 53.06639(W) AD(       ) 2
 JG0912  NAD 83(1986)-  38 07 30.39378(N)    099 47 53.06614(W) AD(       ) 2
 JG0912  NAD 27      -  38 07 30.33060(N)    099 47 51.61685(W) AD(       ) 2
 JG0912  NGVD 29 (07/19/86)  721.6    (m)         2367.     (f) LEVELING    3  
 JG0912
 JG0912.Superseded values are not recommended for survey control.
 JG0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0912.See file dsdata.txt to determine how the superseded data were derived.
 JG0912
 JG0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH3005019997(NAD 83)
 JG0912_MARKER: DS = TRIANGULATION STATION DISK
 JG0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0912
 JG0912  HISTORY     - Date     Condition        Report By
 JG0912  HISTORY     - 1964     MONUMENTED       CGS
 JG0912
 JG0912                          STATION DESCRIPTION
 JG0912
 JG0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0912'THE STATION IS LOCATED 6-1/2 MILES NORTHEAST OF JETMORE, 4-1/2 MILES
 JG0912'WEST OF HANSTON, IN SECTION 24, T 22 S, R 23 W, ON THE WEST SIDE OF
 JG0912'A NORTH-SOUTH ROAD, NEAR SOME ABANDONED FARM BUILDINGS, ON PROPERTY
 JG0912'OWNED BY MR. ALFORD EWY.
 JG0912'
 JG0912'TO REACH THE STATION FROM THE COURTHOUSE IN JETMORE, GO NORTH ON
 JG0912'U.S. HIGHWAY 283 FOR 0.2 MILE TO A FORK IN THE ROAD AND THE JUNCTION
 JG0912'OF U.S. HIGHWAY 156 AND 283.  TURN RIGHT AND GO EAST ON U.S.
 JG0912'HIGHWAY 156 FOR 4.7 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH
 JG0912'ON A GRAVELED ROAD FOR 1.5 MILES TO A T-ROAD.  TURN RIGHT AND
 JG0912'GO EAST ON A GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN
 JG0912'LEFT AND GO NORTH ON A GRADED ROAD FOR 0.6 MILE TO THE STATION ON
 JG0912'THE LEFT.
 JG0912'
 JG0912'THE STATION MARKS ARE STANDARD DISKS STAMPED EWY 1964.  THE SURFACE
 JG0912'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 JG0912'PROJECTS 1 INCH.  IT IS 36 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JG0912'OFA SMALL SHED, 31 FEET WEST OF THE CENTER OF A GRADED ROAD, 28 FEET
 JG0912'NORTHEAST OF A T-FENCE CORNER, 12 FEET EAST OF A FENCE AND 11.4
 JG0912'FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 JG0912'SET IN A MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 JG0912'GROUND.
 JG0912'
 JG0912'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EWY NO 1 1964, IS SET
 JG0912'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 JG0912'INCHES.  IT IS 35 FEET WEST OF THE CENTER OF A GRADED ROAD, 31 FEET
 JG0912'NORTH OF A METAL WITNESS POST, 10 FEET EAST OF THE SOUTHEAST
 JG0912'CORNER OF A SMALL SHED AND 1 FOOT EAST OF A FENCE.
 JG0912'
 JG0912'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EWY NO 2 1964, IS SET
 JG0912'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 JG0912'INCHES.  IT IS 48 FEET WEST OF THE CENTER OF A GRADED ROAD, 26 FEET
 JG0912'SOUTH OF A METAL WITNESS POST AND 1.5 FEET SOUTHEAST OF A T-FENCE
 JG0912'CORNER.
 JG0912'
 JG0912'TRIANGULATION STATION KORF MAY BE USED FOR THE AZIMUTH MARK.
 JG0912'
 JG0912'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 JG0912'
 JG0912'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0715 ***********************************************************************
 JG0715  DESIGNATION -  EXCELSIOR
 JG0715  PID         -  JG0715
 JG0715  STATE/COUNTY-  KS/ELLSWORTH
 JG0715  USGS QUAD   -  BLACK WOLF (1979)
 JG0715
 JG0715                         *CURRENT SURVEY CONTROL
 JG0715  ___________________________________________________________________
 JG0715* NAD 83(1997)-  38 49 44.17785(N)    098 20 07.68733(W)     ADJUSTED  
 JG0715* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 JG0715  ___________________________________________________________________
 JG0715  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 JG0715  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 JG0715
 JG0715  HORZ ORDER  -  SECOND
 JG0715
 JG0715.The horizontal coordinates were established by classical geodetic methods
 JG0715.and adjusted by the National Geodetic Survey in October 1998..
 JG0715
 JG0715.The orthometric height was scaled from a topographic map.
 JG0715
 JG0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0715
 JG0715.The geoid height was determined by GEOID03.
 JG0715
 JG0715;                    North         East     Units Scale Factor Converg.
 JG0715;SPC KS N     -    55,071.350   370,870.248   MT  0.99998378   -0 12 44.1
 JG0715;UTM  14      - 4,298,003.698   557,681.509   MT  0.99964097   +0 25 00.0
 JG0715
 JG0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0715!SPC KS N     -   0.99991958  x   0.99998378  =   0.99990336
 JG0715!UTM  14      -   0.99991958  x   0.99964097  =   0.99956058
 JG0715
 JG0715|---------------------------------------------------------------------|
 JG0715| PID    Reference Object                     Distance      Geod. Az  |
 JG0715|                                                           dddmmss.s |
 JG0715| CK8655 EXCELSIOR RM 1                       17.858 METERS 03015     |
 JG0715| JG0694 ELLSWORTH MUNICIPAL TANK            APPROX.13.6 KM 1385835.4 |
 JG0715| CK8656 EXCELSIOR RM 2                       15.397 METERS 15753     |
 JG0715| CK8654 EXCELSIOR AZ MK                                    2435917.8 |
 JG0715| JG0718 WILSON MUNICIPAL TANK               APPROX.12.2 KM 2683408.3 |
 JG0715|---------------------------------------------------------------------|
 JG0715
 JG0715                          SUPERSEDED SURVEY CONTROL
 JG0715
 JG0715  NAD 83(1986)-  38 49 44.18583(N)    098 20 07.68773(W) AD(       ) 2
 JG0715  NAD 27      -  38 49 44.15200(N)    098 20 06.46800(W) AD(       ) 2
 JG0715
 JG0715.Superseded values are not recommended for survey control.
 JG0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0715.See file dsdata.txt to determine how the superseded data were derived.
 JG0715
 JG0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5768298004(NAD 83)
 JG0715_MARKER: DS = TRIANGULATION STATION DISK
 JG0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0715_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0715
 JG0715  HISTORY     - Date     Condition        Report By
 JG0715  HISTORY     - 1952     MONUMENTED       CGS
 JG0715  HISTORY     - 1961     GOOD             CGS
 JG0715
 JG0715                          STATION DESCRIPTION
 JG0715
 JG0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0715'THE STATION IS ABOUT 9 MILES NORTHWEST OF ELLSWORTH, 8 MILES EAST
 JG0715'OF WILSON, IN SECTION 16, T 14 S, R 9 W, ON LAND OWNED BY JOHN
 JG0715'PFIEFFER, AND 0.1 MILE NORTH OF HIS HOUSE.
 JG0715'
 JG0715'TO REACH THE STATION FROM THE DEPOT IN WILSON, GO NORTH ON THE
 JG0715'MAIN STREET FOR 0.15 MILE TO A CROSS STREET AT SCHOOLHOUSE, TURN
 JG0715'RIGHT AND GO EAST ON GRAVELED ROAD FOR 7.0 MILES TO THE AZIMUTH
 JG0715'MARK ON RIGHT, CONTINUE EAST FOR 0.2 MILE TO A CROSS ROAD,
 JG0715'CONTINUE EAST FOR 0.1 MILE TO WIRE GATE AT THE WEST END OF A
 JG0715'SMALL BARN, TURN LEFT THROUGH GATE AND GO NORTH ON DIM TRACK
 JG0715'ROAD FOR 0.1 MILE TO TOP OF KNOLL AND STATION.
 JG0715'
 JG0715'THE STATION MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 JG0715'EXCELSIOR 1952.
 JG0715'
 JG0715'REFERENCE MARK 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 JG0715'EXCELSIOR NO 1 1952.
 JG0715'
 JG0715'REFERENCE MARK 2 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 JG0715'EXCELSIOR NO 2 1952.
 JG0715'
 JG0715'THE AZIMUTH MARK IS 30 FEET SOUTH OF THE CENTER OF A GRAVELED
 JG0715'ROAD AND 2 FEET EAST OF A 4 X 4 INCH WITNESS POST.  THE MARK
 JG0715'PROJECTS 6 INCHES, AND THE DISK IS STAMPED EXCELSIOR 1952.
 JG0715'
 JG0715'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 JG0715
 JG0715                          STATION RECOVERY (1961)
 JG0715
 JG0715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JG0715'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 JG0715'WERE RECOVERED, AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED
 JG0715'IN 1952.  A SLIGHT DIFFERENCE WAS FOUND IN THE DIRECTION TO THE
 JG0715'AZIMUTH MARK.
 JG0715'
 JG0715'THE 1952 ROUTE TO THE STATION WAS USED AND FOUND TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1026 ***********************************************************************
 JF1026  DESIGNATION -  F 1
 JF1026  PID         -  JF1026
 JF1026  STATE/COUNTY-  KS/SALINE
 JF1026  USGS QUAD   -  SALINA (1978)
 JF1026
 JF1026                         *CURRENT SURVEY CONTROL
 JF1026  ___________________________________________________________________
 JF1026* NAD 83(1986)-  38 50 49.     (N)    097 36 39.     (W)     SCALED    
 JF1026* NAVD 88     -       373.247  (meters)    1224.56   (feet)  ADJUSTED  
 JF1026  ___________________________________________________________________
 JF1026  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 JF1026  DYNAMIC HT  -         372.997 (meters)    1223.74  (feet)  COMP
 JF1026  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 JF1026
 JF1026  VERT ORDER  -  FIRST     CLASS II
 JF1026
 JF1026.The horizontal coordinates were scaled from a topographic map and have
 JF1026.an estimated accuracy of +/- 6 seconds.
 JF1026
 JF1026.The orthometric height was determined by differential leveling
 JF1026.and adjusted by the National Geodetic Survey in June 1991..
 JF1026.WARNING-Repeat measurements at this control monument indicate possible
 JF1026.vertical movement.
 JF1026
 JF1026.The geoid height was determined by GEOID03.
 JF1026
 JF1026.The dynamic height is computed by dividing the NAVD 88
 JF1026.geopotential number by the normal gravity value computed on the
 JF1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1026.degrees latitude (g = 980.6199 gals.).
 JF1026
 JF1026.The modeled gravity was interpolated from observed gravity values.
 JF1026
 JF1026;                    North         East    Units  Estimated Accuracy
 JF1026;SPC KS N     -    57,090.      433,780.      MT  (+/- 180 meters Scaled)
 JF1026
 JF1026                          SUPERSEDED SURVEY CONTROL
 JF1026
 JF1026  NGVD 29 (??/??/92)  373.172  (m)         1224.32   (f) ADJ UNCH    1 2
 JF1026
 JF1026.Superseded values are not recommended for survey control.
 JF1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1026.See file dsdata.txt to determine how the superseded data were derived.
 JF1026
 JF1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ205007(NAD 83)
 JF1026_MARKER: X = CHISELED CROSS
 JF1026_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JF1026+WITH SETTING: PAVEMENT
 JF1026_SP_SET: WINDOW SILL
 JF1026_MARK LOGO: NONE  
 JF1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1026+STABILITY: SURFACE MOTION
 JF1026
 JF1026  HISTORY     - Date     Condition        Report By
 JF1026  HISTORY     - UNK      MONUMENTED       CGS
 JF1026  HISTORY     - 1947     GOOD             NGS
 JF1026  HISTORY     - 1953     GOOD             NGS
 JF1026  HISTORY     - 1986     GOOD             NGS
 JF1026
 JF1026                          STATION DESCRIPTION
 JF1026
 JF1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF1026'AT SALINA.
 JF1026'AT SALINA, AT THE OLD ROUGH STONE PASSENGER STATION OF THE
 JF1026'MISSOURI PACIFIC RAILROAD, AND WHICH IS NOW THE RAILROAD TRAFFIC
 JF1026'OFFICE, 170.0 FEET NORTHEAST OF AND ACROSS SANTA FE AVENUE FROM
 JF1026'THE H.D. LEE FLOUR MILL AND ELEVATOR, AT THE WINDOW ON THE WEST
 JF1026'SIDE OF THE BOX OR BAY WINDOW WHICH IS ON THE NORTH SIDE OF THE
 JF1026'BUILDING, 74.0 FEET EAST OF THE CENTER OF SANTA FE AVENUE, 2.5
 JF1026'FEET ABOVE THE BRICK WALK AND PLATFORM, 1.4 FEET NORTH OF THE
 JF1026'NORTH WALL OF THE BUILDING, THE HORIZONTAL LINE OF A CHISELED
 JF1026'CROSS CUT IN THE CENTER OF THE WEST FACE OF THE STONE WINDOW
 JF1026'SILL, SURROUNDED BY THE LETTERS USC AND GS BM.
 JF1026
 JF1026                          STATION RECOVERY (1953)
 JF1026
 JF1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JF1026'RECOVERED IN GOOD CONDITION.
 JF1026
 JF1026                          STATION RECOVERY (1986)
 JF1026
 JF1026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0530 ***********************************************************************
 KH0530  DESIGNATION -  F 100
 KH0530  PID         -  KH0530
 KH0530  STATE/COUNTY-  KS/CHEYENNE
 KH0530  USGS QUAD   -  BIRD CITY SOUTH NW (1981)
 KH0530
 KH0530                         *CURRENT SURVEY CONTROL
 KH0530  ___________________________________________________________________
 KH0530* NAD 83(1986)-  39 41 04.     (N)    101 42 46.     (W)     SCALED    
 KH0530* NAVD 88     -      1071.621  (meters)    3515.81   (feet)  ADJUSTED  
 KH0530  ___________________________________________________________________
 KH0530  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 KH0530  DYNAMIC HT  -        1070.770 (meters)    3513.02  (feet)  COMP
 KH0530  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 KH0530
 KH0530  VERT ORDER  -  SECOND    CLASS 0
 KH0530
 KH0530.The horizontal coordinates were scaled from a topographic map and have
 KH0530.an estimated accuracy of +/- 6 seconds.
 KH0530
 KH0530.The orthometric height was determined by differential leveling
 KH0530.and adjusted by the National Geodetic Survey in June 1991..
 KH0530
 KH0530.The geoid height was determined by GEOID03.
 KH0530
 KH0530.The dynamic height is computed by dividing the NAVD 88
 KH0530.geopotential number by the normal gravity value computed on the
 KH0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0530.degrees latitude (g = 980.6199 gals.).
 KH0530
 KH0530.The modeled gravity was interpolated from observed gravity values.
 KH0530
 KH0530;                    North         East    Units  Estimated Accuracy
 KH0530;SPC KS N     -   156,520.       81,590.      MT  (+/- 180 meters Scaled)
 KH0530
 KH0530                          SUPERSEDED SURVEY CONTROL
 KH0530
 KH0530  NGVD 29 (??/??/92) 1071.178  (m)         3514.36   (f) ADJ UNCH    2 0
 KH0530
 KH0530.Superseded values are not recommended for survey control.
 KH0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0530.See file dsdata.txt to determine how the superseded data were derived.
 KH0530
 KH0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ673962(NAD 83)
 KH0530_MARKER: DB = BENCH MARK DISK
 KH0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0530_SP_SET: BUILDING
 KH0530_STAMPING: F 100 1935
 KH0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0530
 KH0530  HISTORY     - Date     Condition        Report By
 KH0530  HISTORY     - 1935     MONUMENTED       CGS
 KH0530  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0530
 KH0530                          STATION DESCRIPTION
 KH0530
 KH0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0530'5.5 MI S FROM WHEELER.
 KH0530'5.5 MI. S. OF DEPOT ALONG STATE HWY. 27 AT THE STANDARD SCHOOL,
 KH0530'ABOUT 104 FT. W. OF THE CENTER LINE OF THE HWY., IN THE E.
 KH0530'FOUNDATION WALL OF THE SCHOOL, 6 INCHES S. OF THE N.E. CORNER,
 KH0530'3 FT. ABOVE THE GROUND, AND SET VERTICALLY.
 KH0530
 KH0530                          STATION RECOVERY (1975)
 KH0530
 KH0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0471 ***********************************************************************
 KH0471  DESIGNATION -  F 101
 KH0471  PID         -  KH0471
 KH0471  STATE/COUNTY-  KS/WALLACE
 KH0471  USGS QUAD   -  HARRIS DRAW WEST (1979)
 KH0471
 KH0471                         *CURRENT SURVEY CONTROL
 KH0471  ___________________________________________________________________
 KH0471* NAD 83(1986)-  39 01 56.     (N)    101 44 19.     (W)     SCALED    
 KH0471* NAVD 88     -      1117.324  (meters)    3665.75   (feet)  ADJUSTED  
 KH0471  ___________________________________________________________________
 KH0471  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 KH0471  DYNAMIC HT  -        1116.361 (meters)    3662.59  (feet)  COMP
 KH0471  MODELED GRAV-     979,727.1   (mgal)                       NAVD 88
 KH0471
 KH0471  VERT ORDER  -  SECOND    CLASS 0
 KH0471
 KH0471.The horizontal coordinates were scaled from a topographic map and have
 KH0471.an estimated accuracy of +/- 6 seconds.
 KH0471
 KH0471.The orthometric height was determined by differential leveling
 KH0471.and adjusted by the National Geodetic Survey in June 1991..
 KH0471
 KH0471.The geoid height was determined by GEOID03.
 KH0471
 KH0471.The dynamic height is computed by dividing the NAVD 88
 KH0471.geopotential number by the normal gravity value computed on the
 KH0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0471.degrees latitude (g = 980.6199 gals.).
 KH0471
 KH0471.The modeled gravity was interpolated from observed gravity values.
 KH0471
 KH0471;                    North         East    Units  Estimated Accuracy
 KH0471;SPC KS N     -    84,270.       76,390.      MT  (+/- 180 meters Scaled)
 KH0471
 KH0471                          SUPERSEDED SURVEY CONTROL
 KH0471
 KH0471  NGVD 29 (??/??/92) 1116.879  (m)         3664.29   (f) ADJ UNCH    2 0
 KH0471
 KH0471.Superseded values are not recommended for survey control.
 KH0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0471.See file dsdata.txt to determine how the superseded data were derived.
 KH0471
 KH0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ629239(NAD 83)
 KH0471_MARKER: DB = BENCH MARK DISK
 KH0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0471_STAMPING: F 101 1935
 KH0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0471+STABILITY: SURFACE MOTION
 KH0471
 KH0471  HISTORY     - Date     Condition        Report By
 KH0471  HISTORY     - 1935     MONUMENTED       CGS
 KH0471  HISTORY     - 1940     GOOD             NGS
 KH0471
 KH0471                          STATION DESCRIPTION
 KH0471
 KH0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0471'9.6 MI N FROM SHARON SPRINGS.
 KH0471'TO REACH FROM THE WALLACE COUNTY COURTHOUSE IN SHARON SPRINGS,
 KH0471'PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 27, GO 9.6 MILES.
 KH0471'BENCH MARK IS AT A T-INTERSECTION OF STATE HIGHWAY NO. 27 WITH AN
 KH0471'EAST-WEST TRUCK TRAIL ACROSS A FIELD, 49 FEET NORTHWEST OF CENTER
 KH0471'OF INTERSECTION, 47 FEET WEST OF CENTER LINE OF THE HIGHWAY, 16
 KH0471'FEET NORTH OF CENTER LINE OF THE TRUCK TRAIL, 2.3 FEET SOUTH OF A
 KH0471'4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 20 FEET.  A STD.
 KH0471'DISK B M IN CAST-IN-PLACE CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0261 ***********************************************************************
 JH0261  DESIGNATION -  F 103
 JH0261  PID         -  JH0261
 JH0261  STATE/COUNTY-  KS/WICHITA
 JH0261  USGS QUAD   -  LEOTI (1970)
 JH0261
 JH0261                         *CURRENT SURVEY CONTROL
 JH0261  ___________________________________________________________________
 JH0261* NAD 83(1997)-  38 29 09.47920(N)    101 15 22.04198(W)     ADJUSTED  
 JH0261* NAVD 88     -       981.348  (meters)    3219.64   (feet)  ADJUSTED  
 JH0261  ___________________________________________________________________
 JH0261  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JH0261  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 JH0261  DYNAMIC HT  -         980.514 (meters)    3216.90  (feet)  COMP
 JH0261  MODELED GRAV-     979,744.3   (mgal)                       NAVD 88
 JH0261
 JH0261  HORZ ORDER  -  SECOND
 JH0261  VERT ORDER  -  SECOND    CLASS 0
 JH0261
 JH0261.The horizontal coordinates were established by classical geodetic methods
 JH0261.and adjusted by the National Geodetic Survey in October 1998..
 JH0261
 JH0261.The orthometric height was determined by differential leveling
 JH0261.and adjusted by the National Geodetic Survey in June 1991..
 JH0261
 JH0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0261
 JH0261.The geoid height was determined by GEOID03.
 JH0261
 JH0261.The dynamic height is computed by dividing the NAVD 88
 JH0261.geopotential number by the normal gravity value computed on the
 JH0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0261.degrees latitude (g = 980.6199 gals.).
 JH0261
 JH0261.The modeled gravity was interpolated from observed gravity values.
 JH0261
 JH0261;                    North         East     Units Scale Factor Converg.
 JH0261;SPC KS S     -   605,474.339   159,567.764   MT  0.99998504   -1 41 37.4
 JH0261;UTM  14      - 4,262,147.982   303,221.146   MT  1.00007688   -1 24 16.2
 JH0261
 JH0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0261!SPC KS S     -   0.99984986  x   0.99998504  =   0.99983490
 JH0261!UTM  14      -   0.99984986  x   1.00007688  =   0.99992673
 JH0261
 JH0261|---------------------------------------------------------------------|
 JH0261| PID    Reference Object                     Distance      Geod. Az  |
 JH0261|                                                           dddmmss.s |
 JH0261| JH0558 F 103                                83.241 METERS 26545     |
 JH0261| JH0560 LEOTI MUNICIPAL TANK                APPROX. 9.5 KM 2681614.6 |
 JH0261| CM7874 CORONADO RM 1                        20.582 METERS 35942     |
 JH0261|---------------------------------------------------------------------|
 JH0261
 JH0261                          SUPERSEDED SURVEY CONTROL
 JH0261
 JH0261  NAD 83(1986)-  38 29 09.48060(N)    101 15 22.04089(W) AD(       ) 2
 JH0261  NAD 27      -  38 29 09.40704(N)    101 15 20.47911(W) AD(       ) 2
 JH0261  NGVD 29 (??/??/92)  981.008  (m)         3218.52   (f) ADJ UNCH    2 0
 JH0261
 JH0261.Superseded values are not recommended for survey control.
 JH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0261.See file dsdata.txt to determine how the superseded data were derived.
 JH0261
 JH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH0322162148(NAD 83)
 JH0261_MARKER: DB = BENCH MARK DISK
 JH0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0261_STAMPING: F 103 1935
 JH0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0261+STABILITY: SURFACE MOTION
 JH0261
 JH0261  HISTORY     - Date     Condition        Report By
 JH0261  HISTORY     - 1967     MONUMENTED       USGS
 JH0261  HISTORY     - 1940     GOOD             NGS
 JH0261
 JH0261                          STATION DESCRIPTION
 JH0261
 JH0261'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0261'THE STATION IS LOCATED ABOUT 0.3 MI N. AND 5.6 MI E. OF LEOTI,
 JH0261'T. 18 S., R. 36 W., NEAR THE CENTER OF THE SW 1/4 OF SEC. 13.
 JH0261'
 JH0261'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS. 96
 JH0261'AND 25 IN LEOTI, GO E. ON STATE HWY. 96, 5.6 MI TO T-RD. S. TURN
 JH0261'LEFT ON FIELD RD. AND GO N. 0.3 MI TO RR., TURN RIGHT AND GO
 JH0261'0.05 MI E. TO TOP OF SMALL HILL AND STATION ON THE LEFT.
 JH0261'
 JH0261'STATION MARK IS 29.5 FT S. OF CENTER OF RR. TRACK, 21.5 FT N. AND
 JH0261'190 FT E. OF S. RIGHT-OF-WAY FENCE AT FIELD RD. S., 1.7 FT S.
 JH0261'OF USGS WITNESS POST, STAMPED ET CORONADO 1967.
 JH0261'
 JH0261'REFERENCE MARK NO. 1 IS N. OF THE STATION, 39 FT N. OF CENTER
 JH0261'OF RR. TRACK, 46 FT S. OF N. RIGHT-OF-WAY FENCE, 1.5 FT S. AND 29
 JH0261'FT W. OF TELEGRAPH POLE, 1.6 FT S. OF USGS WITNESS POST, STAMPED
 JH0261'CORONADO NO. 1 1967.
 JH0261'
 JH0261'REFERENCE MARK NO. 2--F 103 1935 IS WSW. OF THE STATION, 2.5
 JH0261'MI W. ALONG THE MISSOURI PACIFIC RR. FROM THE STATION AT
 JH0261'MARIENTHAL, WICHITA COUNTY, AT SHELBY SIDING, 33 FT S. OF A
 JH0261'STATION SIGN, 95 FT SW. OF THE 4TH POLE W. OF POLE 701/20, 48
 JH0261'FT S. OF THE CENTER OF THE MAIN TRACK, 2.5 FT N. OF S.
 JH0261'RIGHT-OF-WAY FENCE, 2 FT E. OF A WHITE WOODEN WITNESS POST, A
 JH0261'STANDARD DISK, STAMPED F 103 1935 AND SET IN THE TOP OF
 JH0261'A CONCRETE POST SET FLUSH WITH THE GROUND.  (981.008 M
 JH0261'OR 3218.524 FT).
 JH0261'
 JH0261'AZIMUTH MARK LEOTI MWT, ABOUT 6.0 MI WSW, LOCATED IN THE WESTERN
 JH0261'EDGE OF LEOTI, 66 FT S. AND 112 FT W. OF COR. OF W.I. STREET
 JH0261'AND N. GENESSE STREET.
 JH0261'
 JH0261'STATION AND REFERENCE MARK NO. 1 ARE FLUSH WITH THE GROUND,
 JH0261'STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS, CENTERED
 JH0261'IN 6 IN. DIAMETER TILES 12 IN. LONG AND FILLED WITH GRAVEL TO
 JH0261'WITHIN 1 IN. OF CAP.
 JH0261
 JH0261                          STATION RECOVERY (1940)
 JH0261
 JH0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 JH0261'2.5 MI W FROM MARIENTHAL.
 JH0261'2.5 MILES WEST OF MISSOURI PACIFIC RAILROAD STATION IN MARIENTHAL.
 JH0261'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0261'RAILROAD, AT SHELBY SIDING, 95 FEET SOUTHWEST ACROSS TRACKS FROM
 JH0261'THE FOURTH POLE WEST OF MILEPOST NO. 701-20, 48 FEET SOUTH OF
 JH0261'CENTER LINE OF THE MAIN TRACK, 33 FEET SOUTH OF SIDING SIGN
 JH0261'SHELBY, 2.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 2.0 FEET EAST
 JH0261'OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.4 FEET.
 JH0261'MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0558 ***********************************************************************
 JH0558  DESIGNATION -  F 103
 JH0558  PID         -  JH0558
 JH0558  STATE/COUNTY-  KS/WICHITA
 JH0558  USGS QUAD   -  LEOTI (1970)
 JH0558
 JH0558                         *CURRENT SURVEY CONTROL
 JH0558  ___________________________________________________________________
 JH0558* NAD 83(1997)-  38 29 09.27902(N)    101 15 25.46713(W)     ADJUSTED  
 JH0558* NAVD 88     -       981.35   (+/-2cm)    3219.6    (feet)  VERTCON   
 JH0558  ___________________________________________________________________
 JH0558  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JH0558  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 JH0558
 JH0558  HORZ ORDER  -  SECOND
 JH0558  VERT ORDER  -  THIRD ? (See Below)
 JH0558
 JH0558.The horizontal coordinates were established by classical geodetic methods
 JH0558.and adjusted by the National Geodetic Survey in October 1998..
 JH0558
 JH0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0558.The vertical order pertains to the NGVD 29 superseded value.
 JH0558
 JH0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0558
 JH0558.The geoid height was determined by GEOID03.
 JH0558
 JH0558;                    North         East     Units Scale Factor Converg.
 JH0558;SPC KS S     -   605,470.623   159,484.607   MT  0.99998503   -1 41 39.5
 JH0558;UTM  14      - 4,262,143.846   303,138.001   MT  1.00007728   -1 24 18.3
 JH0558
 JH0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0558!SPC KS S     -   0.99984986  x   0.99998503  =   0.99983489
 JH0558!UTM  14      -   0.99984986  x   1.00007728  =   0.99992713
 JH0558
 JH0558                          SUPERSEDED SURVEY CONTROL
 JH0558
 JH0558  NAD 83(1986)-  38 29 09.28042(N)    101 15 25.46603(W) AD(       ) 2
 JH0558  NAD 27      -  38 29 09.20690(N)    101 15 23.90417(W) AD(       ) 2
 JH0558  NGVD 29 (07/19/86)  981.01   (m)         3218.5    (f) LEVELING    3  
 JH0558
 JH0558.Superseded values are not recommended for survey control.
 JH0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0558.See file dsdata.txt to determine how the superseded data were derived.
 JH0558
 JH0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH0313862144(NAD 83)
 JH0558_MARKER: DD = SURVEY DISK
 JH0558_SETTING: 0 = UNSPECIFIED SETTING
 JH0558
 JH0558  HISTORY     - Date     Condition        Report By
 JH0558  HISTORY     - 1967     MONUMENTED       USGS
 JH0558
 JH0558                          STATION DESCRIPTION
 JH0558
 JH0558'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JH0558'THE STATION IS LOCATED ABOUT 0.3 MI N. AND 5.6 MI E. OF LEOTI,
 JH0558'T. 18 S., R. 36 W., NEAR THE CENTER OF THE SW 1/4 OF SEC. 13.
 JH0558'
 JH0558'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS. 96
 JH0558'AND 25 IN LEOTI, GO E. ON STATE HWY. 96, 5.6 MI TO T-RD. S. TURN
 JH0558'LEFT ON FIELD RD. AND GO N. 0.3 MI TO RR., TURN RIGHT AND GO
 JH0558'0.05 MI E. TO TOP OF SMALL HILL AND STATION ON THE LEFT.
 JH0558'
 JH0558'MARK NO. 2--F 103 1935 IS WSW. OF THE STATION, 2.5
 JH0558'MI W. ALONG THE MISSOURI PACIFIC RR. FROM THE STATION AT
 JH0558'MARIENTHAL, WICHITA COUNTY, AT SHELBY SIDING, 33 FT S. OF A
 JH0558'STATION SIGN, 95 FT SW. OF THE 4TH POLE W. OF POLE 701/20, 48
 JH0558'FT S. OF THE CENTER OF THE MAIN TRACK, 2.5 FT N. OF S.
 JH0558'RIGHT-OF-WAY FENCE, 2 FT E. OF A WHITE WOODEN WITNESS POST, A
 JH0558'STANDARD DISK, STAMPED F 103 1935 AND SET IN THE TOP OF
 JH0558'A CONCRETE POST SET FLUSH WITH THE GROUND.  (981.008 M
 JH0558'OR 3218.524 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0338 ***********************************************************************
 KF0338  DESIGNATION -  F 106
 KF0338  PID         -  KF0338
 KF0338  STATE/COUNTY-  KS/MARSHALL
 KF0338  USGS QUAD   -  MARYSVILLE (1983)
 KF0338
 KF0338                         *CURRENT SURVEY CONTROL
 KF0338  ___________________________________________________________________
 KF0338* NAD 83(1986)-  39 51 30.     (N)    096 39 12.     (W)     SCALED    
 KF0338* NAVD 88     -       351.382  (meters)    1152.83   (feet)  ADJUSTED  
 KF0338  ___________________________________________________________________
 KF0338  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 KF0338  DYNAMIC HT  -         351.183 (meters)    1152.17  (feet)  COMP
 KF0338  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 KF0338
 KF0338  VERT ORDER  -  SECOND    CLASS 0
 KF0338
 KF0338.The horizontal coordinates were scaled from a topographic map and have
 KF0338.an estimated accuracy of +/- 6 seconds.
 KF0338
 KF0338.The orthometric height was determined by differential leveling
 KF0338.and adjusted by the National Geodetic Survey in June 1991..
 KF0338
 KF0338.The geoid height was determined by GEOID03.
 KF0338
 KF0338.The dynamic height is computed by dividing the NAVD 88
 KF0338.geopotential number by the normal gravity value computed on the
 KF0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0338.degrees latitude (g = 980.6199 gals.).
 KF0338
 KF0338.The modeled gravity was interpolated from observed gravity values.
 KF0338
 KF0338;                    North         East    Units  Estimated Accuracy
 KF0338;SPC KS N     -   170,160.      515,230.      MT  (+/- 180 meters Scaled)
 KF0338
 KF0338                          SUPERSEDED SURVEY CONTROL
 KF0338
 KF0338  NGVD 29 (??/??/92)  351.272  (m)         1152.46   (f) ADJ UNCH    2 0
 KF0338
 KF0338.Superseded values are not recommended for survey control.
 KF0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0338.See file dsdata.txt to determine how the superseded data were derived.
 KF0338
 KF0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK007146(NAD 83)
 KF0338_MARKER: DB = BENCH MARK DISK
 KF0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0338_SP_SET: DRAIN WINGWALL
 KF0338_STAMPING: F 106 1934
 KF0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0338
 KF0338  HISTORY     - Date     Condition        Report By
 KF0338  HISTORY     - 1934     MONUMENTED       CGS
 KF0338  HISTORY     - 1965     GOOD             NGS
 KF0338  HISTORY     - 1981     GOOD             LOCENG
 KF0338
 KF0338                          STATION DESCRIPTION
 KF0338
 KF0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0338'1 MI N FROM MARYSVILLE.
 KF0338'1.0 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0338'AT MARYSVILLE, AT THE SOUTH SIDE OF THE STOCKYARDS, 84 FEET
 KF0338'SOUTH OF THE EAST EDGE OF A LARGE DOOR OF THE HAY BARN, 22
 KF0338'FEET EAST OF EAST RAIL OF THE SIDING, 17 FEET SOUTHEAST
 KF0338'OF A UTILITY POLE.  IN A LARGE CONCRETE DRAIN, IN THE TOP OF
 KF0338'THE WEST WINGWALL AND 5 FEET NORTH OF THE SOUTH END OF THE
 KF0338'WINGWALL.  A STANDARD DISK, STAMPED, G 106 1934.
 KF0338
 KF0338                          STATION RECOVERY (1981)
 KF0338
 KF0338'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0551 ***********************************************************************
 KE0551  DESIGNATION -  F 107
 KE0551  PID         -  KE0551
 KE0551  STATE/COUNTY-  KS/DONIPHAN
 KE0551  USGS QUAD   -  DENTON (1961)
 KE0551
 KE0551                         *CURRENT SURVEY CONTROL
 KE0551  ___________________________________________________________________
 KE0551* NAD 83(1986)-  39 40 48.     (N)    095 19 43.     (W)     SCALED    
 KE0551* NAVD 88     -       352.800  (meters)    1157.48   (feet)  ADJUSTED  
 KE0551  ___________________________________________________________________
 KE0551  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KE0551  DYNAMIC HT  -         352.587 (meters)    1156.78  (feet)  COMP
 KE0551  MODELED GRAV-     980,012.7   (mgal)                       NAVD 88
 KE0551
 KE0551  VERT ORDER  -  SECOND    CLASS 0
 KE0551
 KE0551.The horizontal coordinates were scaled from a topographic map and have
 KE0551.an estimated accuracy of +/- 6 seconds.
 KE0551
 KE0551.The orthometric height was determined by differential leveling
 KE0551.and adjusted by the National Geodetic Survey in June 1991..
 KE0551
 KE0551.The geoid height was determined by GEOID03.
 KE0551
 KE0551.The dynamic height is computed by dividing the NAVD 88
 KE0551.geopotential number by the normal gravity value computed on the
 KE0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0551.degrees latitude (g = 980.6199 gals.).
 KE0551
 KE0551.The modeled gravity was interpolated from observed gravity values.
 KE0551
 KE0551;                    North         East    Units  Estimated Accuracy
 KE0551;SPC KS N     -   152,880.      629,150.      MT  (+/- 180 meters Scaled)
 KE0551
 KE0551                          SUPERSEDED SURVEY CONTROL
 KE0551
 KE0551  NGVD 29 (??/??/92)  352.692  (m)         1157.12   (f) ADJ UNCH    2 0
 KE0551
 KE0551.Superseded values are not recommended for survey control.
 KE0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0551.See file dsdata.txt to determine how the superseded data were derived.
 KE0551
 KE0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD002948(NAD 83)
 KE0551_MARKER: DB = BENCH MARK DISK
 KE0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0551_SP_SET: BRIDGE
 KE0551_STAMPING: F 107 1934
 KE0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0551
 KE0551  HISTORY     - Date     Condition        Report By
 KE0551  HISTORY     - 1934     MONUMENTED       CGS
 KE0551  HISTORY     - 1950     GOOD             NGS
 KE0551
 KE0551                          STATION DESCRIPTION
 KE0551
 KE0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0551'AT PURCELL.
 KE0551'AT PURCELL, DONIPHAN COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 KE0551'PACIFIC RAILROAD, 5 POLES NORTH OF THE STATION SIGN (THE STATION
 KE0551'HAS BEEN REMOVED), 7 RAILS SOUTH OF MILEPOST 29, AT THE SOUTHEAST
 KE0551'CORNER OF A STONE BRIDGE USED AS AN UNDERPASS FOR CATTLE, AND
 KE0551'IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL.  A STANDARD
 KE0551'DISK, STAMPED F 107 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0961 ***********************************************************************
 KE0961  DESIGNATION -  F 108
 KE0961  PID         -  KE0961
 KE0961  STATE/COUNTY-  KS/JACKSON
 KE0961  USGS QUAD   -  HORTON (1961)
 KE0961
 KE0961                         *CURRENT SURVEY CONTROL
 KE0961  ___________________________________________________________________
 KE0961* NAD 83(1986)-  39 38 16.     (N)    095 34 58.     (W)     SCALED    
 KE0961* NAVD 88     -       325.846  (meters)    1069.05   (feet)  ADJUSTED  
 KE0961  ___________________________________________________________________
 KE0961  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 KE0961  DYNAMIC HT  -         325.646 (meters)    1068.39  (feet)  COMP
 KE0961  MODELED GRAV-     980,003.2   (mgal)                       NAVD 88
 KE0961
 KE0961  VERT ORDER  -  SECOND    CLASS 0
 KE0961
 KE0961.The horizontal coordinates were scaled from a topographic map and have
 KE0961.an estimated accuracy of +/- 6 seconds.
 KE0961
 KE0961.The orthometric height was determined by differential leveling
 KE0961.and adjusted by the National Geodetic Survey in June 1991..
 KE0961
 KE0961.The geoid height was determined by GEOID03.
 KE0961
 KE0961.The dynamic height is computed by dividing the NAVD 88
 KE0961.geopotential number by the normal gravity value computed on the
 KE0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0961.degrees latitude (g = 980.6199 gals.).
 KE0961
 KE0961.The modeled gravity was interpolated from observed gravity values.
 KE0961
 KE0961;                    North         East    Units  Estimated Accuracy
 KE0961;SPC KS N     -   147,580.      607,470.      MT  (+/- 180 meters Scaled)
 KE0961
 KE0961                          SUPERSEDED SURVEY CONTROL
 KE0961
 KE0961  NGVD 29 (??/??/92)  325.736  (m)         1068.69   (f) ADJ UNCH    2 0
 KE0961
 KE0961.Superseded values are not recommended for survey control.
 KE0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0961.See file dsdata.txt to determine how the superseded data were derived.
 KE0961
 KE0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD783907(NAD 83)
 KE0961_MARKER: DB = BENCH MARK DISK
 KE0961_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0961_SP_SET: CULVERT
 KE0961_STAMPING: F 108 1934
 KE0961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0961
 KE0961  HISTORY     - Date     Condition        Report By
 KE0961  HISTORY     - 1934     MONUMENTED       CGS
 KE0961
 KE0961                          STATION DESCRIPTION
 KE0961
 KE0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0961'4.3 MI SW FROM HORTON.
 KE0961'IN JACKSON COUNTY, 4.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK
 KE0961'ISLAND AND PACIFIC RAILWAY FROM THE CITY HALL AT HORTON, BROWN
 KE0961'COUNTY, 100 YARDS SOUTH OF A ROAD CROSSING, 20 FEET WEST OF THE
 KE0961'CENTER LINE OF A ROAD, AND IN THE SOUTHEAST END OF A STONE
 KE0961'CULVERT.  A STANDARD DISK, STAMPED F 108 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0987 ***********************************************************************
 KE0987  DESIGNATION -  F 109
 KE0987  PID         -  KE0987
 KE0987  STATE/COUNTY-  KS/NEMAHA
 KE0987  USGS QUAD   -  SABETHA (1960)
 KE0987
 KE0987                         *CURRENT SURVEY CONTROL
 KE0987  ___________________________________________________________________
 KE0987* NAD 83(1986)-  39 55 59.     (N)    095 50 40.     (W)     SCALED    
 KE0987* NAVD 88     -       416.561  (meters)    1366.67   (feet)  ADJUSTED  
 KE0987  ___________________________________________________________________
 KE0987  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 KE0987  DYNAMIC HT  -         416.315 (meters)    1365.86  (feet)  COMP
 KE0987  MODELED GRAV-     980,023.5   (mgal)                       NAVD 88
 KE0987
 KE0987  VERT ORDER  -  SECOND    CLASS 0
 KE0987
 KE0987.The horizontal coordinates were scaled from a topographic map and have
 KE0987.an estimated accuracy of +/- 6 seconds.
 KE0987
 KE0987.The orthometric height was determined by differential leveling
 KE0987.and adjusted by the National Geodetic Survey in June 1991..
 KE0987
 KE0987.The geoid height was determined by GEOID03.
 KE0987
 KE0987.The dynamic height is computed by dividing the NAVD 88
 KE0987.geopotential number by the normal gravity value computed on the
 KE0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0987.degrees latitude (g = 980.6199 gals.).
 KE0987
 KE0987.The modeled gravity was interpolated from observed gravity values.
 KE0987
 KE0987;                    North         East    Units  Estimated Accuracy
 KE0987;SPC KS N     -   179,790.      584,240.      MT  (+/- 180 meters Scaled)
 KE0987
 KE0987                          SUPERSEDED SURVEY CONTROL
 KE0987
 KE0987  NGVD 29 (??/??/92)  416.439  (m)         1366.27   (f) ADJ UNCH    2 0
 KE0987
 KE0987.Superseded values are not recommended for survey control.
 KE0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0987.See file dsdata.txt to determine how the superseded data were derived.
 KE0987
 KE0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE569242(NAD 83)
 KE0987_MARKER: DB = BENCH MARK DISK
 KE0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0987_STAMPING: F 109 1934
 KE0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0987+STABILITY: SURFACE MOTION
 KE0987
 KE0987  HISTORY     - Date     Condition        Report By
 KE0987  HISTORY     - 1934     MONUMENTED       CGS
 KE0987  HISTORY     - 1960     GOOD             NGS
 KE0987
 KE0987                          STATION DESCRIPTION
 KE0987
 KE0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0987'AT BERWICK.
 KE0987'AT BERWICK, NEMAHA COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 KE0987'PACIFIC RAILROAD, AT A GRAVEL-ROAD CROSSING (THE FIRST CROSSING
 KE0987'EAST OF THE STATION,) 41 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 KE0987'THE MAIN TRACK, 27 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KE0987'25 FEET NORTHWEST OF A POLE, AND 13 FEET SOUTH OF ANOTHER
 KE0987'POLE.  A STANDARD DISK, STAMPED F 109 1934 AND SET IN THE TOP
 KE0987'OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 KE0987
 KE0987                          STATION RECOVERY (1960)
 KE0987
 KE0987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0348 ***********************************************************************
 KF0348  DESIGNATION -  F 110
 KF0348  PID         -  KF0348
 KF0348  STATE/COUNTY-  KS/MARSHALL
 KF0348  USGS QUAD   -  HOME (1966)
 KF0348
 KF0348                         *CURRENT SURVEY CONTROL
 KF0348  ___________________________________________________________________
 KF0348* NAD 83(1986)-  39 49 27.     (N)    096 33 22.     (W)     SCALED    
 KF0348* NAVD 88     -       378.794  (meters)    1242.76   (feet)  ADJUSTED  
 KF0348  ___________________________________________________________________
 KF0348  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 KF0348  DYNAMIC HT  -         378.570 (meters)    1242.03  (feet)  COMP
 KF0348  MODELED GRAV-     980,023.8   (mgal)                       NAVD 88
 KF0348
 KF0348  VERT ORDER  -  SECOND    CLASS 0
 KF0348
 KF0348.The horizontal coordinates were scaled from a topographic map and have
 KF0348.an estimated accuracy of +/- 6 seconds.
 KF0348
 KF0348.The orthometric height was determined by differential leveling
 KF0348.and adjusted by the National Geodetic Survey in June 1991..
 KF0348
 KF0348.The geoid height was determined by GEOID03.
 KF0348
 KF0348.The dynamic height is computed by dividing the NAVD 88
 KF0348.geopotential number by the normal gravity value computed on the
 KF0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0348.degrees latitude (g = 980.6199 gals.).
 KF0348
 KF0348.The modeled gravity was interpolated from observed gravity values.
 KF0348
 KF0348;                    North         East    Units  Estimated Accuracy
 KF0348;SPC KS N     -   166,490.      523,610.      MT  (+/- 180 meters Scaled)
 KF0348
 KF0348                          SUPERSEDED SURVEY CONTROL
 KF0348
 KF0348  NGVD 29 (??/??/92)  378.672  (m)         1242.36   (f) ADJ UNCH    2 0
 KF0348
 KF0348.Superseded values are not recommended for survey control.
 KF0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0348.See file dsdata.txt to determine how the superseded data were derived.
 KF0348
 KF0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK091110(NAD 83)
 KF0348_MARKER: DB = BENCH MARK DISK
 KF0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0348_SP_SET: ABUTMENT
 KF0348_STAMPING: F 110 1934
 KF0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0348
 KF0348  HISTORY     - Date     Condition        Report By
 KF0348  HISTORY     - 1934     MONUMENTED       CGS
 KF0348  HISTORY     - 1965     POOR             NGS
 KF0348  HISTORY     - 1981     GOOD             LOCENG
 KF0348
 KF0348                          STATION DESCRIPTION
 KF0348
 KF0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0348'1.4 MI E FROM CARDEN RAILWAY SIDING.
 KF0348'1.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0348'SIDING AT CARDEN, MARSHALL COUNTY, 100 YARDS EAST OF FORKS
 KF0348'OF THE RAILROADS, AT BRIDGE 107.46, IN THE TOP OF THE SOUTHWEST
 KF0348'STONE ABUTMENT, 10.5 FEET SOUTH OF THE SOUTH RAIL.  THE STONE
 KF0348'IS ERODING AWAY AND THE CEMENT IS BROKEN AWAY FROM THE DISK.
 KF0348'A STANDARD DISK, STAMPED, F 110 1934.
 KF0348
 KF0348                          STATION RECOVERY (1981)
 KF0348
 KF0348'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0322 ***********************************************************************
 KF0322  DESIGNATION -  F 111
 KF0322  PID         -  KF0322
 KF0322  STATE/COUNTY-  KS/MARSHALL
 KF0322  USGS QUAD   -  BLUE RAPIDS SE (1968)
 KF0322
 KF0322                         *CURRENT SURVEY CONTROL
 KF0322  ___________________________________________________________________
 KF0322* NAD 83(1986)-  39 36 10.     (N)    096 34 44.     (W)     SCALED    
 KF0322* NAVD 88     -       333.669  (meters)    1094.71   (feet)  ADJUSTED  
 KF0322  ___________________________________________________________________
 KF0322  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 KF0322  DYNAMIC HT  -         333.460 (meters)    1094.03  (feet)  COMP
 KF0322  MODELED GRAV-     979,992.5   (mgal)                       NAVD 88
 KF0322
 KF0322  VERT ORDER  -  SECOND    CLASS 0
 KF0322
 KF0322.The horizontal coordinates were scaled from a topographic map and have
 KF0322.an estimated accuracy of +/- 6 seconds.
 KF0322
 KF0322.The orthometric height was determined by differential leveling
 KF0322.and adjusted by the National Geodetic Survey in June 1991..
 KF0322
 KF0322.The geoid height was determined by GEOID03.
 KF0322
 KF0322.The dynamic height is computed by dividing the NAVD 88
 KF0322.geopotential number by the normal gravity value computed on the
 KF0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0322.degrees latitude (g = 980.6199 gals.).
 KF0322
 KF0322.The modeled gravity was interpolated from observed gravity values.
 KF0322
 KF0322;                    North         East    Units  Estimated Accuracy
 KF0322;SPC KS N     -   141,880.      522,050.      MT  (+/- 180 meters Scaled)
 KF0322
 KF0322                          SUPERSEDED SURVEY CONTROL
 KF0322
 KF0322  NGVD 29 (??/??/92)  333.544  (m)         1094.30   (f) ADJ UNCH    2 0
 KF0322
 KF0322.Superseded values are not recommended for survey control.
 KF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0322.See file dsdata.txt to determine how the superseded data were derived.
 KF0322
 KF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ078864(NAD 83)
 KF0322_MARKER: DD = SURVEY DISK
 KF0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0322_STAMPING: F 111 1934
 KF0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0322+STABILITY: SURFACE MOTION
 KF0322
 KF0322  HISTORY     - Date     Condition        Report By
 KF0322  HISTORY     - UNK      MONUMENTED       KSGS
 KF0322  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0322
 KF0322                          STATION DESCRIPTION
 KF0322
 KF0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0322'2.6 MI S FROM IRVING.
 KF0322'2.6 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0322'AT IRVING, MARSHALL COUNTY, 1.1 MILE SOUTHEAST OF THE CROSSING
 KF0322'OF THE MISSOURI PACIFIC RAILROAD, 5 POLES NORTHWEST OF MILEPOST
 KF0322'154, AND 40 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STATE
 KF0322'SURVEY STANDARD DISK, STAMPED, F 111 1934, SET IN THE TOP OF A
 KF0322'CONCRETE POST.  NOTE-- THIS AREA IS NOW IN THE FLOOD STAGE OF
 KF0322'THE TUTTLE CREEK DAM RESERVOIR, THE TOWN HAS BEEN REMOVED AND
 KF0322'THE RAILROAD IS MOVED OR DISCONTINUED, TRACKS, BRIDGES AND FENCES
 KF0322'ALSO MOVED, THE RAILROAD BED IS VISIBLE.  NOTE-- THIS BENCH
 KF0322'MARK WAS SEARCHED FOR AND NOT RECOVERED IN JANUARY 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0365 ***********************************************************************
 KF0365  DESIGNATION -  F 113 RESET
 KF0365  PID         -  KF0365
 KF0365  STATE/COUNTY-  KS/WASHINGTON
 KF0365  USGS QUAD   -  CLIFTON (1965)
 KF0365
 KF0365                         *CURRENT SURVEY CONTROL
 KF0365  ___________________________________________________________________
 KF0365* NAD 83(1986)-  39 34 03.     (N)    097 16 41.     (W)     SCALED    
 KF0365* NAVD 88     -       393.24   (meters)    1290.2    (feet)  RESET     
 KF0365  ___________________________________________________________________
 KF0365  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 KF0365
 KF0365  VERT ORDER  -  THIRD
 KF0365
 KF0365.The horizontal coordinates were scaled from a topographic map and have
 KF0365.an estimated accuracy of +/- 6 seconds.
 KF0365
 KF0365.The orthometric height was computed from unverified reset data.
 KF0365
 KF0365.The geoid height was determined by GEOID03.
 KF0365
 KF0365;                    North         East    Units  Estimated Accuracy
 KF0365;SPC KS N     -   137,260.      462,030.      MT  (+/- 180 meters Scaled)
 KF0365
 KF0365                          SUPERSEDED SURVEY CONTROL
 KF0365
 KF0365.No superseded survey control is available for this station.
 KF0365
 KF0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ479811(NAD 83)
 KF0365_MARKER: DB = BENCH MARK DISK
 KF0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0365_SP_SET: RETAINING WALL
 KF0365_STAMPING: F 113 RESET 1969
 KF0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0365
 KF0365  HISTORY     - Date     Condition        Report By
 KF0365  HISTORY     - 1969     MONUMENTED       CGS
 KF0365
 KF0365                          STATION DESCRIPTION
 KF0365
 KF0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 KF0365'AT CLIFTON.
 KF0365'LOCATED AT THE NORTH SIDE OF THE POST OFFICE IN CLIFTON, AT
 KF0365'THE NORTHEAST CORNER OF A RETAINING WALL FOR THE PARKING AREA,
 KF0365'62.5 FEET NORTH OF THE NORTHEAST CORNER OF THE POST OFFICE,
 KF0365'1.15 FEET SOUTH OF THE NORTHEAST CORNER OF THE RETAINING WALL,
 KF0365'CEMENTED IN A DRILL HOLE ON THE TOP OF THE CONCRETE RETAINING
 KF0365'WALL, AND SET FLUSH WITH THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0013 ***********************************************************************
 KF0013  DESIGNATION -  F 114
 KF0013  PID         -  KF0013
 KF0013  STATE/COUNTY-  KS/MARSHALL
 KF0013  USGS QUAD   -  FRANKFORT (1969)
 KF0013
 KF0013                         *CURRENT SURVEY CONTROL
 KF0013  ___________________________________________________________________
 KF0013* NAD 83(1986)-  39 44 21.     (N)    096 26 47.     (W)     SCALED    
 KF0013* NAVD 88     -       356.743  (meters)    1170.41   (feet)  ADJUSTED  
 KF0013  ___________________________________________________________________
 KF0013  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 KF0013  DYNAMIC HT  -         356.527 (meters)    1169.71  (feet)  COMP
 KF0013  MODELED GRAV-     980,011.6   (mgal)                       NAVD 88
 KF0013
 KF0013  VERT ORDER  -  SECOND    CLASS 0
 KF0013
 KF0013.The horizontal coordinates were scaled from a topographic map and have
 KF0013.an estimated accuracy of +/- 6 seconds.
 KF0013
 KF0013.The orthometric height was determined by differential leveling
 KF0013.and adjusted by the National Geodetic Survey in June 1991..
 KF0013
 KF0013.The geoid height was determined by GEOID03.
 KF0013
 KF0013.The dynamic height is computed by dividing the NAVD 88
 KF0013.geopotential number by the normal gravity value computed on the
 KF0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0013.degrees latitude (g = 980.6199 gals.).
 KF0013
 KF0013.The modeled gravity was interpolated from observed gravity values.
 KF0013
 KF0013;                    North         East    Units  Estimated Accuracy
 KF0013;SPC KS N     -   157,210.      533,170.      MT  (+/- 180 meters Scaled)
 KF0013
 KF0013                          SUPERSEDED SURVEY CONTROL
 KF0013
 KF0013  NGVD 29 (??/??/92)  356.617  (m)         1170.00   (f) ADJ UNCH    2 0
 KF0013
 KF0013.Superseded values are not recommended for survey control.
 KF0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0013.See file dsdata.txt to determine how the superseded data were derived.
 KF0013
 KF0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK188019(NAD 83)
 KF0013_MARKER: DB = BENCH MARK DISK
 KF0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0013_STAMPING: F 114 1934
 KF0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0013+STABILITY: SURFACE MOTION
 KF0013
 KF0013  HISTORY     - Date     Condition        Report By
 KF0013  HISTORY     - 1934     MONUMENTED       CGS
 KF0013  HISTORY     - 1965     GOOD             NGS
 KF0013  HISTORY     - 1981     GOOD             LOCENG
 KF0013
 KF0013                          STATION DESCRIPTION
 KF0013
 KF0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0013'2.7 MI NW FROM FRANKFORT.
 KF0013'2.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0013'STATION AT FRANKFORT, 4 RAILS SOUTHEAST OF SOUTH END OF BRIDGE
 KF0013'61.60, 62 FEET NORTHEAST OF THE NORTHEAST RAIL, 42 FEET SOUTHEAST
 KF0013'OF THE 2ND TELEPHONE LINE POLE NORTH OF MILEPOST 61.5, IN LINE
 KF0013'WITH THE POLES, 11 FEET WEST OF THE RIGHT-OF-WAY FENCE AND 1
 KF0013'FOOT NORTH OF A METAL WITNESS POST AND SIGN.  A STATE SURVEY
 KF0013'STANDARD DISK IN THE TOP OF A 6 INCH SQUARE CONCRETE POST AND
 KF0013'PROJECTS 3 INCHES.
 KF0013
 KF0013                          STATION RECOVERY (1981)
 KF0013
 KF0013'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0698 ***********************************************************************
 KF0698  DESIGNATION -  F 115
 KF0698  PID         -  KF0698
 KF0698  STATE/COUNTY-  KS/GEARY
 KF0698  USGS QUAD   -  JUNCTION CITY (1982)
 KF0698
 KF0698                         *CURRENT SURVEY CONTROL
 KF0698  ___________________________________________________________________
 KF0698* NAD 83(1986)-  39 01 42.     (N)    096 49 51.     (W)     SCALED    
 KF0698* NAVD 88     -       338.004  (meters)    1108.93   (feet)  ADJUSTED  
 KF0698  ___________________________________________________________________
 KF0698  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 KF0698  DYNAMIC HT  -         337.771 (meters)    1108.17  (feet)  COMP
 KF0698  MODELED GRAV-     979,928.5   (mgal)                       NAVD 88
 KF0698
 KF0698  VERT ORDER  -  FIRST     CLASS II
 KF0698
 KF0698.The horizontal coordinates were scaled from a topographic map and have
 KF0698.an estimated accuracy of +/- 6 seconds.
 KF0698
 KF0698.The orthometric height was determined by differential leveling
 KF0698.and adjusted by the National Geodetic Survey in June 1991..
 KF0698
 KF0698.The geoid height was determined by GEOID03.
 KF0698
 KF0698.The dynamic height is computed by dividing the NAVD 88
 KF0698.geopotential number by the normal gravity value computed on the
 KF0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0698.degrees latitude (g = 980.6199 gals.).
 KF0698
 KF0698.The modeled gravity was interpolated from observed gravity values.
 KF0698
 KF0698;                    North         East    Units  Estimated Accuracy
 KF0698;SPC KS N     -    77,810.      501,230.      MT  (+/- 180 meters Scaled)
 KF0698
 KF0698                          SUPERSEDED SURVEY CONTROL
 KF0698
 KF0698  NGVD 29 (??/??/92)  337.878  (m)         1108.52   (f) ADJ UNCH    1 2
 KF0698
 KF0698.Superseded values are not recommended for survey control.
 KF0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0698.See file dsdata.txt to determine how the superseded data were derived.
 KF0698
 KF0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ877221(NAD 83)
 KF0698_MARKER: DB = BENCH MARK DISK
 KF0698_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KF0698_SP_SET: BUILDING
 KF0698_STAMPING: F 115 1934
 KF0698_MARK LOGO: CGS   
 KF0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0698+STABILITY: POSITION/ELEVATION WELL
 KF0698
 KF0698  HISTORY     - Date     Condition        Report By
 KF0698  HISTORY     - 1934     MONUMENTED       CGS
 KF0698  HISTORY     - 1970     GOOD             NGS
 KF0698  HISTORY     - 1976     GOOD             NGS
 KF0698  HISTORY     - 1986     GOOD             NGS
 KF0698  HISTORY     - 1987     GOOD             NOS
 KF0698
 KF0698                          STATION DESCRIPTION
 KF0698
 KF0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0698'AT JUNCTION CITY.
 KF0698'AT JUNCTION CITY, 0.35 MILE WEST OF THE UNION PACIFIC RAILROAD
 KF0698'UNDERPASS FOR 6TH STREET, AT THE NORTHEAST CORNER OF THE
 KF0698'INTERSECTION OF 6TH STREET AND JEFFERSON STREET, 28 1/2 FEET
 KF0698'NORTH OF THE NORTH CURB OF 6TH STREET, SET VERTICALLY IN THE
 KF0698'SOUTH FACE OF THE SOUTHEAST CORNER OF A 1 1/2-FOOT OFFSET ON
 KF0698'THE SOUTH WALL OF THE OLD POST OFFICE BUILDING WHICH IS NOW THE
 KF0698'TELEPHONE COMPANY BUILDING, 23 FEET WEST OF THE SOUTHEAST CORNER
 KF0698'OF THE BUILDING, 1.3 FEET WEST OF THE SOUTHEAST CORNER OF THE
 KF0698'OFFSET, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, AND
 KF0698'ABOUT 3 FEET ABOVE THE LEVEL OF 6TH STREET.
 KF0698
 KF0698                          STATION RECOVERY (1976)
 KF0698
 KF0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KF0698'RECOVERED IN GOOD CONDITION.
 KF0698
 KF0698                          STATION RECOVERY (1986)
 KF0698
 KF0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0698'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  NOTE--THE
 KF0698'OLD POST OFFOCE BUILDING IS NOW THE TELEPHONE COMPANY.
 KF0698
 KF0698                          STATION RECOVERY (1987)
 KF0698
 KF0698'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KF0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0392 ***********************************************************************
 KF0392  DESIGNATION -  F 116
 KF0392  PID         -  KF0392
 KF0392  STATE/COUNTY-  KS/CLAY
 KF0392  USGS QUAD   -  CLAY CENTER NW (1964)
 KF0392
 KF0392                         *CURRENT SURVEY CONTROL
 KF0392  ___________________________________________________________________
 KF0392* NAD 83(1986)-  39 24 30.     (N)    097 10 04.     (W)     SCALED    
 KF0392* NAVD 88     -       369.595  (meters)    1212.58   (feet)  ADJUSTED  
 KF0392  ___________________________________________________________________
 KF0392  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 KF0392  DYNAMIC HT  -         369.384 (meters)    1211.89  (feet)  COMP
 KF0392  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 KF0392
 KF0392  VERT ORDER  -  SECOND    CLASS 0
 KF0392
 KF0392.The horizontal coordinates were scaled from a topographic map and have
 KF0392.an estimated accuracy of +/- 6 seconds.
 KF0392
 KF0392.The orthometric height was determined by differential leveling
 KF0392.and adjusted by the National Geodetic Survey in June 1991..
 KF0392
 KF0392.The geoid height was determined by GEOID03.
 KF0392
 KF0392.The dynamic height is computed by dividing the NAVD 88
 KF0392.geopotential number by the normal gravity value computed on the
 KF0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0392.degrees latitude (g = 980.6199 gals.).
 KF0392
 KF0392.The modeled gravity was interpolated from observed gravity values.
 KF0392
 KF0392;                    North         East    Units  Estimated Accuracy
 KF0392;SPC KS N     -   119,670.      471,670.      MT  (+/- 180 meters Scaled)
 KF0392
 KF0392                          SUPERSEDED SURVEY CONTROL
 KF0392
 KF0392  NGVD 29 (??/??/92)  369.495  (m)         1212.25   (f) ADJ UNCH    2 0
 KF0392
 KF0392.Superseded values are not recommended for survey control.
 KF0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0392.See file dsdata.txt to determine how the superseded data were derived.
 KF0392
 KF0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ577636(NAD 83)
 KF0392_MARKER: DB = BENCH MARK DISK
 KF0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0392_STAMPING: F 116 1934
 KF0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0392+STABILITY: SURFACE MOTION
 KF0392
 KF0392  HISTORY     - Date     Condition        Report By
 KF0392  HISTORY     - 1934     MONUMENTED       CGS
 KF0392  HISTORY     - 1961     POOR             USGS
 KF0392
 KF0392                          STATION DESCRIPTION
 KF0392
 KF0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0392'3.3 MI N FROM CLAY CENTER.
 KF0392'3.3 MILES NORTH OF UNION PAC. STATION AT CLAY CENTER ON UNION
 KF0392'PACIFIC RAILROAD 25 FEET WEST OF CENTERLINE OF TRACKS, AND 40
 KF0392'FEET NORTH OF CENTERLINE OF CROSSING.  300 YARDS WEST OF A FARM
 KF0392'HOUSE.  IN PROPERTY LINE.
 KF0392
 KF0392                          STATION RECOVERY (1961)
 KF0392
 KF0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KF0392'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0399 ***********************************************************************
 KF0399  DESIGNATION -  F 117
 KF0399  PID         -  KF0399
 KF0399  STATE/COUNTY-  KS/CLAY
 KF0399  USGS QUAD   -  CLAY CENTER SE (1964)
 KF0399
 KF0399                         *CURRENT SURVEY CONTROL
 KF0399  ___________________________________________________________________
 KF0399* NAD 83(1986)-  39 18 28.     (N)    097 02 26.     (W)     SCALED    
 KF0399* NAVD 88     -       354.788  (meters)    1164.00   (feet)  ADJUSTED  
 KF0399  ___________________________________________________________________
 KF0399  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 KF0399  DYNAMIC HT  -         354.573 (meters)    1163.29  (feet)  COMP
 KF0399  MODELED GRAV-     980,010.7   (mgal)                       NAVD 88
 KF0399
 KF0399  VERT ORDER  -  SECOND    CLASS 0
 KF0399
 KF0399.The horizontal coordinates were scaled from a topographic map and have
 KF0399.an estimated accuracy of +/- 6 seconds.
 KF0399
 KF0399.The orthometric height was determined by differential leveling
 KF0399.and adjusted by the National Geodetic Survey in June 1991..
 KF0399
 KF0399.The geoid height was determined by GEOID03.
 KF0399
 KF0399.The dynamic height is computed by dividing the NAVD 88
 KF0399.geopotential number by the normal gravity value computed on the
 KF0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0399.degrees latitude (g = 980.6199 gals.).
 KF0399
 KF0399.The modeled gravity was interpolated from observed gravity values.
 KF0399
 KF0399;                    North         East    Units  Estimated Accuracy
 KF0399;SPC KS N     -   108,610.      482,750.      MT  (+/- 180 meters Scaled)
 KF0399
 KF0399                          SUPERSEDED SURVEY CONTROL
 KF0399
 KF0399  NGVD 29 (??/??/92)  354.679  (m)         1163.64   (f) ADJ UNCH    2 0
 KF0399
 KF0399.Superseded values are not recommended for survey control.
 KF0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0399.See file dsdata.txt to determine how the superseded data were derived.
 KF0399
 KF0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ689527(NAD 83)
 KF0399_MARKER: DB = BENCH MARK DISK
 KF0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0399_STAMPING: F-117 1934
 KF0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0399+STABILITY: SURFACE MOTION
 KF0399
 KF0399  HISTORY     - Date     Condition        Report By
 KF0399  HISTORY     - 1934     MONUMENTED       CGS
 KF0399
 KF0399                          STATION DESCRIPTION
 KF0399
 KF0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0399'6.5 MI SE FROM CLAY CENTER.
 KF0399'6.5 MILES SOUTHEAST OF UNION PAC. STATION AT CLAY CENTER ON
 KF0399'UNION PACIFIC RAILROAD 38 FEET WEST CENTER LINE OF THE TRACKS,
 KF0399'AND 44 FEET NORTH OF A CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0130 ***********************************************************************
 KF0130  DESIGNATION -  F 120
 KF0130  PID         -  KF0130
 KF0130  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0130  USGS QUAD   -  ONAGA (1964)
 KF0130
 KF0130                         *CURRENT SURVEY CONTROL
 KF0130  ___________________________________________________________________
 KF0130* NAD 83(1986)-  39 26 33.     (N)    096 08 59.     (W)     SCALED    
 KF0130* NAVD 88     -       324.273  (meters)    1063.89   (feet)  ADJUSTED  
 KF0130  ___________________________________________________________________
 KF0130  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 KF0130  DYNAMIC HT  -         324.067 (meters)    1063.21  (feet)  COMP
 KF0130  MODELED GRAV-     979,982.6   (mgal)                       NAVD 88
 KF0130
 KF0130  VERT ORDER  -  SECOND    CLASS 0
 KF0130
 KF0130.The horizontal coordinates were scaled from a topographic map and have
 KF0130.an estimated accuracy of +/- 6 seconds.
 KF0130
 KF0130.The orthometric height was determined by differential leveling
 KF0130.and adjusted by the National Geodetic Survey in June 1991..
 KF0130
 KF0130.The geoid height was determined by GEOID03.
 KF0130
 KF0130.The dynamic height is computed by dividing the NAVD 88
 KF0130.geopotential number by the normal gravity value computed on the
 KF0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0130.degrees latitude (g = 980.6199 gals.).
 KF0130
 KF0130.The modeled gravity was interpolated from observed gravity values.
 KF0130
 KF0130;                    North         East    Units  Estimated Accuracy
 KF0130;SPC KS N     -   124,760.      559,260.      MT  (+/- 180 meters Scaled)
 KF0130
 KF0130                          SUPERSEDED SURVEY CONTROL
 KF0130
 KF0130  NGVD 29 (??/??/92)  324.159  (m)         1063.51   (f) ADJ UNCH    2 0
 KF0130
 KF0130.Superseded values are not recommended for survey control.
 KF0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0130.See file dsdata.txt to determine how the superseded data were derived.
 KF0130
 KF0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ452697(NAD 83)
 KF0130_MARKER: DD = SURVEY DISK
 KF0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0130_STAMPING: F 120 1934
 KF0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0130+STABILITY: SURFACE MOTION
 KF0130
 KF0130  HISTORY     - Date     Condition        Report By
 KF0130  HISTORY     - 1934     MONUMENTED       CGS
 KF0130  HISTORY     - 1965     GOOD             NGS
 KF0130  HISTORY     - 1981     POOR             LOCENG
 KF0130
 KF0130                          STATION DESCRIPTION
 KF0130
 KF0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0130'3.1 MI SE FROM ONAGA.
 KF0130'ABOUT 3.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 KF0130'THE STATION AT ONAGA, 4 POLES SOUTH OF MILEPOST 34, AT A ROAD
 KF0130'CROSSING, 44 FEET WEST OF THE WEST RAIL, 25 FEET SOUTH OF THE
 KF0130'CENTER LINE OF ROAD, 5 FEET SOUTHEAST OF THE CONCRETE
 KF0130'RIGHT-OF-WAY FENCE CORNER POST AND 3 FEET EAST OF THE RAILROAD
 KF0130'RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED F
 KF0130'120 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 KF0130'INCHES.
 KF0130
 KF0130                          STATION RECOVERY (1981)
 KF0130
 KF0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0130'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0732 ***********************************************************************
 KE0732  DESIGNATION -  F 121
 KE0732  PID         -  KE0732
 KE0732  STATE/COUNTY-  KS/JACKSON
 KE0732  USGS QUAD   -  ELMONT (1985)
 KE0732
 KE0732                         *CURRENT SURVEY CONTROL
 KE0732  ___________________________________________________________________
 KE0732* NAD 83(1986)-  39 13 51.     (N)    095 42 27.     (W)     SCALED    
 KE0732* NAVD 88     -       339.880  (meters)    1115.09   (feet)  ADJUSTED  
 KE0732  ___________________________________________________________________
 KE0732  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KE0732  DYNAMIC HT  -         339.660 (meters)    1114.37  (feet)  COMP
 KE0732  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 KE0732
 KE0732  VERT ORDER  -  SECOND    CLASS 0
 KE0732
 KE0732.The horizontal coordinates were scaled from a topographic map and have
 KE0732.an estimated accuracy of +/- 6 seconds.
 KE0732
 KE0732.The orthometric height was determined by differential leveling
 KE0732.and adjusted by the National Geodetic Survey in June 1991..
 KE0732
 KE0732.The geoid height was determined by GEOID03.
 KE0732
 KE0732.The dynamic height is computed by dividing the NAVD 88
 KE0732.geopotential number by the normal gravity value computed on the
 KE0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0732.degrees latitude (g = 980.6199 gals.).
 KE0732
 KE0732.The modeled gravity was interpolated from observed gravity values.
 KE0732
 KE0732;                    North         East    Units  Estimated Accuracy
 KE0732;SPC KS N     -   102,140.      597,910.      MT  (+/- 180 meters Scaled)
 KE0732
 KE0732                          SUPERSEDED SURVEY CONTROL
 KE0732
 KE0732  NGVD 29 (??/??/92)  339.779  (m)         1114.76   (f) ADJ UNCH    2 0
 KE0732
 KE0732.Superseded values are not recommended for survey control.
 KE0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0732.See file dsdata.txt to determine how the superseded data were derived.
 KE0732
 KE0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD662458(NAD 83)
 KE0732_MARKER: DB = BENCH MARK DISK
 KE0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0732_STAMPING: F 121 1934
 KE0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0732+STABILITY: SURFACE MOTION
 KE0732
 KE0732  HISTORY     - Date     Condition        Report By
 KE0732  HISTORY     - 1934     MONUMENTED       CGS
 KE0732  HISTORY     - 1950     MARK NOT FOUND   NGS
 KE0732
 KE0732                          STATION DESCRIPTION
 KE0732
 KE0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0732'1.3 MI S FROM HOYT.
 KE0732'1.3 MILES SOUTH OF CROSSING OF ROCK ISLAND RAILROAD AND U.S.
 KE0732'HIGHWAY 75 AT HOYT.  ALONG ROCK ISLAND RAILROAD 1 MILE NORTH OF
 KE0732'SHAWNEE-JACKSON COUNTY LINE, 36 FEET EAST OF CENTERLINE OF
 KE0732'TRACKS, AND 15 FEET NORTH OF CENTERLINE OF A CROSS ROAD.
 KE0732
 KE0732                          STATION RECOVERY (1950)
 KE0732
 KE0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0576 ***********************************************************************
 KE0576  DESIGNATION -  F 122
 KE0576  PID         -  KE0576
 KE0576  STATE/COUNTY-  KS/ATCHISON
 KE0576  USGS QUAD   -  ATCHISON WEST (1978)
 KE0576
 KE0576                         *CURRENT SURVEY CONTROL
 KE0576  ___________________________________________________________________
 KE0576* NAD 83(1986)-  39 30 21.     (N)    095 12 24.     (W)     SCALED    
 KE0576* NAVD 88     -       315.211  (meters)    1034.15   (feet)  ADJUSTED  
 KE0576  ___________________________________________________________________
 KE0576  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KE0576  DYNAMIC HT  -         315.015 (meters)    1033.51  (feet)  COMP
 KE0576  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 KE0576
 KE0576  VERT ORDER  -  SECOND    CLASS 0
 KE0576
 KE0576.The horizontal coordinates were scaled from a topographic map and have
 KE0576.an estimated accuracy of +/- 6 seconds.
 KE0576
 KE0576.The orthometric height was determined by differential leveling
 KE0576.and adjusted by the National Geodetic Survey in June 1991..
 KE0576
 KE0576.The geoid height was determined by GEOID03.
 KE0576
 KE0576.The dynamic height is computed by dividing the NAVD 88
 KE0576.geopotential number by the normal gravity value computed on the
 KE0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0576.degrees latitude (g = 980.6199 gals.).
 KE0576
 KE0576.The modeled gravity was interpolated from observed gravity values.
 KE0576
 KE0576;                    North         East    Units  Estimated Accuracy
 KE0576;SPC KS N     -   133,870.      640,200.      MT  (+/- 180 meters Scaled)
 KE0576
 KE0576                          SUPERSEDED SURVEY CONTROL
 KE0576
 KE0576  NGVD 29 (??/??/92)  315.099  (m)         1033.79   (f) ADJ UNCH    2 0
 KE0576
 KE0576.Superseded values are not recommended for survey control.
 KE0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0576.See file dsdata.txt to determine how the superseded data were derived.
 KE0576
 KE0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD102752(NAD 83)
 KE0576_MARKER: DB = BENCH MARK DISK
 KE0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0576_STAMPING: F 122 1934
 KE0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0576+STABILITY: SURFACE MOTION
 KE0576
 KE0576  HISTORY     - Date     Condition        Report By
 KE0576  HISTORY     - 1934     MONUMENTED       CGS
 KE0576  HISTORY     - 1950     GOOD             NGS
 KE0576
 KE0576                          STATION DESCRIPTION
 KE0576
 KE0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0576'AT PARNELL.
 KE0576'AT PARNELL, ATCHISON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 KE0576'FE RAILWAY, AT THE CROSSING OF U.S. HIGHWAY 59 AND STATE HIGHWAY
 KE0576'4, 62 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 45 FEET WEST
 KE0576'OF THE WEST RAIL, 32 FEET SOUTH OF A FENCE CORNER, 27 FEET NORTH
 KE0576'OF THE NORTHWEST LEG OF A STEEL TOWER, AND 3 FEET EAST OF THE
 KE0576'RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED F 122
 KE0576'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 KE0576'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0668 ***********************************************************************
 KE0668  DESIGNATION -  F 123
 KE0668  PID         -  KE0668
 KE0668  STATE/COUNTY-  KS/JEFFERSON
 KE0668  USGS QUAD   -  WINCHESTER (1979)
 KE0668
 KE0668                         *CURRENT SURVEY CONTROL
 KE0668  ___________________________________________________________________
 KE0668* NAD 83(1986)-  39 18 06.     (N)    095 19 47.     (W)     SCALED    
 KE0668* NAVD 88     -       347.598  (meters)    1140.41   (feet)  ADJUSTED  
 KE0668  ___________________________________________________________________
 KE0668  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KE0668  DYNAMIC HT  -         347.374 (meters)    1139.68  (feet)  COMP
 KE0668  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 KE0668
 KE0668  VERT ORDER  -  SECOND    CLASS 0
 KE0668
 KE0668.The horizontal coordinates were scaled from a topographic map and have
 KE0668.an estimated accuracy of +/- 6 seconds.
 KE0668
 KE0668.The orthometric height was determined by differential leveling
 KE0668.and adjusted by the National Geodetic Survey in June 1991..
 KE0668
 KE0668.The geoid height was determined by GEOID03.
 KE0668
 KE0668.The dynamic height is computed by dividing the NAVD 88
 KE0668.geopotential number by the normal gravity value computed on the
 KE0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0668.degrees latitude (g = 980.6199 gals.).
 KE0668
 KE0668.The modeled gravity was interpolated from observed gravity values.
 KE0668
 KE0668;                    North         East    Units  Estimated Accuracy
 KE0668;SPC KS N     -   110,890.      630,290.      MT  (+/- 180 meters Scaled)
 KE0668
 KE0668                          SUPERSEDED SURVEY CONTROL
 KE0668
 KE0668  NGVD 29 (??/??/92)  347.508  (m)         1140.12   (f) ADJ UNCH    2 0
 KE0668
 KE0668.Superseded values are not recommended for survey control.
 KE0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0668.See file dsdata.txt to determine how the superseded data were derived.
 KE0668
 KE0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD991528(NAD 83)
 KE0668_MARKER: DB = BENCH MARK DISK
 KE0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0668_SP_SET: CULVERT
 KE0668_STAMPING: F 123 1934
 KE0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0668
 KE0668  HISTORY     - Date     Condition        Report By
 KE0668  HISTORY     - 1934     MONUMENTED       CGS
 KE0668  HISTORY     - 1950     GOOD             NGS
 KE0668  HISTORY     - 1965     GOOD             USGS
 KE0668
 KE0668                          STATION DESCRIPTION
 KE0668
 KE0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0668'AT DUNAVANT.
 KE0668'AT DUNAVANT, JEFFERSON COUNTY, ON U.S. HIGHWAY 59, 35 YARDS
 KE0668'SOUTHWEST OF THE CENTER OF A NORTH-TO-EAST CURVE, 33 FEET
 KE0668'SOUTHEAST OF THE SOUTHEAST CORNER OF THE MC GEHEE GENERAL STORE,
 KE0668'12 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD LEADING WEST,
 KE0668'IN THE CENTER OF THE TOP OF THE NORTH HEADWALL OF A CONCRETE
 KE0668'CULVERT, AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK,
 KE0668'STAMPED F 123 1934.
 KE0668
 KE0668                          STATION RECOVERY (1965)
 KE0668
 KE0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KE0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1260 ***********************************************************************
 JE1260  DESIGNATION -  F 13
 JE1260  PID         -  JE1260
 JE1260  STATE/COUNTY-  KS/OSAGE
 JE1260  USGS QUAD   -  READING (1971)
 JE1260
 JE1260                         *CURRENT SURVEY CONTROL
 JE1260  ___________________________________________________________________
 JE1260* NAD 83(1986)-  38 34 31.     (N)    095 52 47.     (W)     SCALED    
 JE1260* NAVD 88     -       360.826  (meters)    1183.81   (feet)  ADJUSTED  
 JE1260  ___________________________________________________________________
 JE1260  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 JE1260  DYNAMIC HT  -         360.569 (meters)    1182.97  (feet)  COMP
 JE1260  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 JE1260
 JE1260  VERT ORDER  -  FIRST     CLASS II
 JE1260
 JE1260.The horizontal coordinates were scaled from a topographic map and have
 JE1260.an estimated accuracy of +/- 6 seconds.
 JE1260
 JE1260.The orthometric height was determined by differential leveling
 JE1260.and adjusted by the National Geodetic Survey in June 1991..
 JE1260
 JE1260.The geoid height was determined by GEOID03.
 JE1260
 JE1260.The dynamic height is computed by dividing the NAVD 88
 JE1260.geopotential number by the normal gravity value computed on the
 JE1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1260.degrees latitude (g = 980.6199 gals.).
 JE1260
 JE1260.The modeled gravity was interpolated from observed gravity values.
 JE1260
 JE1260;                    North         East    Units  Estimated Accuracy
 JE1260;SPC KS S     -   615,040.      628,310.      MT  (+/- 180 meters Scaled)
 JE1260
 JE1260                          SUPERSEDED SURVEY CONTROL
 JE1260
 JE1260  NGVD 29 (??/??/92)  360.677  (m)         1183.32   (f) ADJ UNCH    1 2
 JE1260
 JE1260.Superseded values are not recommended for survey control.
 JE1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1260.See file dsdata.txt to determine how the superseded data were derived.
 JE1260
 JE1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC491735(NAD 83)
 JE1260_MARKER: DB = BENCH MARK DISK
 JE1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1260_STAMPING: F 13 1933
 JE1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1260+STABILITY: SURFACE MOTION
 JE1260
 JE1260  HISTORY     - Date     Condition        Report By
 JE1260  HISTORY     - 1933     MONUMENTED       CGS
 JE1260  HISTORY     - 1951     GOOD             NGS
 JE1260  HISTORY     - 1971     MARK NOT FOUND   USGS
 JE1260
 JE1260                          STATION DESCRIPTION
 JE1260
 JE1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1260'AT BARCLAY.
 JE1260'AT BARCLAY, OSAGE COUNTY, ON THE ATCHISON, TOPEKA SANTA FE
 JE1260'RAILWAY, 118 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SHED
 JE1260'WHICH REPLACED THE BARCLAY STATION, AT THE CROSSING OF THE MAIN
 JE1260'STREET, 59 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 JE1260'40 FEET NORTH OF THE CENTERLINE OF THE STREET.  A STANDARD DISK,
 JE1260'STAMPED F 13 1933 AND SET IN THE TOP OF A CONCRETE POST
 JE1260'PROJECTING 4 INCHES ABOVE GROUND.
 JE1260
 JE1260                          STATION RECOVERY (1971)
 JE1260
 JE1260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JE1260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0586 ***********************************************************************
 HF0586  DESIGNATION -  F 14
 HF0586  PID         -  HF0586
 HF0586  STATE/COUNTY-  KS/SUMNER
 HF0586  USGS QUAD   -  CALDWELL (1971)
 HF0586
 HF0586                         *CURRENT SURVEY CONTROL
 HF0586  ___________________________________________________________________
 HF0586* NAD 83(1986)-  37 02 26.     (N)    097 30 34.     (W)     SCALED    
 HF0586* NAVD 88     -       340.792  (meters)    1118.08   (feet)  ADJUSTED  
 HF0586  ___________________________________________________________________
 HF0586  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 HF0586  DYNAMIC HT  -         340.509 (meters)    1117.15  (feet)  COMP
 HF0586  MODELED GRAV-     979,791.2   (mgal)                       NAVD 88
 HF0586
 HF0586  VERT ORDER  -  FIRST     CLASS II
 HF0586
 HF0586.The horizontal coordinates were scaled from a topographic map and have
 HF0586.an estimated accuracy of +/- 6 seconds.
 HF0586
 HF0586.The orthometric height was determined by differential leveling
 HF0586.and adjusted by the National Geodetic Survey in June 1991..
 HF0586
 HF0586.The geoid height was determined by GEOID03.
 HF0586
 HF0586.The dynamic height is computed by dividing the NAVD 88
 HF0586.geopotential number by the normal gravity value computed on the
 HF0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0586.degrees latitude (g = 980.6199 gals.).
 HF0586
 HF0586.The modeled gravity was interpolated from observed gravity values.
 HF0586
 HF0586;                    North         East    Units  Estimated Accuracy
 HF0586;SPC KS S     -   441,970.      488,130.      MT  (+/- 180 meters Scaled)
 HF0586
 HF0586                          SUPERSEDED SURVEY CONTROL
 HF0586
 HF0586  NGVD 29 (??/??/92)  340.683  (m)         1117.72   (f) ADJ UNCH    1 2
 HF0586
 HF0586.Superseded values are not recommended for survey control.
 HF0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0586.See file dsdata.txt to determine how the superseded data were derived.
 HF0586
 HF0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG325004(NAD 83)
 HF0586_MARKER: DB = BENCH MARK DISK
 HF0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0586_STAMPING: F 14 1933
 HF0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0586+STABILITY: SURFACE MOTION
 HF0586
 HF0586  HISTORY     - Date     Condition        Report By
 HF0586  HISTORY     - 1933     MONUMENTED       CGS
 HF0586  HISTORY     - 1943     GOOD             LOCSUR
 HF0586
 HF0586                          STATION DESCRIPTION
 HF0586
 HF0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0586'5 MI E FROM CALDWELL.
 HF0586'ABOUT 5.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0586'RAILWAY FROM CALDWELL, SUMNER COUNTY, ABOUT 2.0 MILES WEST OF
 HF0586'DRURY, ABOUT 0.5 MILE WEST OF MILEPOST 27, ABOUT 21 YARDS EAST
 HF0586'OF THE CENTER LINE OF A CROSS ROAD, AND ABOUT 14 YARDS NORTH
 HF0586'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HF0586'F 14 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HF0586
 HF0586                          STATION RECOVERY (1943)
 HF0586
 HF0586'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 HF0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0180 ***********************************************************************
 HF0180  DESIGNATION -  F 15
 HF0180  PID         -  HF0180
 HF0180  STATE/COUNTY-  KS/COWLEY
 HF0180  USGS QUAD   -  EATON (1976)
 HF0180
 HF0180                         *CURRENT SURVEY CONTROL
 HF0180  ___________________________________________________________________
 HF0180* NAD 83(1986)-  37 08 10.     (N)    096 47 17.     (W)     SCALED    
 HF0180* NAVD 88     -       344.559  (meters)    1130.44   (feet)  ADJUSTED  
 HF0180  ___________________________________________________________________
 HF0180  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 HF0180  DYNAMIC HT  -         344.271 (meters)    1129.50  (feet)  COMP
 HF0180  MODELED GRAV-     979,785.9   (mgal)                       NAVD 88
 HF0180
 HF0180  VERT ORDER  -  FIRST     CLASS II
 HF0180
 HF0180.The horizontal coordinates were scaled from a topographic map and have
 HF0180.an estimated accuracy of +/- 6 seconds.
 HF0180
 HF0180.The orthometric height was determined by differential leveling
 HF0180.and adjusted by the National Geodetic Survey in June 1991..
 HF0180
 HF0180.The geoid height was determined by GEOID03.
 HF0180
 HF0180.The dynamic height is computed by dividing the NAVD 88
 HF0180.geopotential number by the normal gravity value computed on the
 HF0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0180.degrees latitude (g = 980.6199 gals.).
 HF0180
 HF0180.The modeled gravity was interpolated from observed gravity values.
 HF0180
 HF0180;                    North         East    Units  Estimated Accuracy
 HF0180;SPC KS S     -   453,500.      552,110.      MT  (+/- 180 meters Scaled)
 HF0180
 HF0180                          SUPERSEDED SURVEY CONTROL
 HF0180
 HF0180  NGVD 29 (??/??/92)  344.430  (m)         1130.02   (f) ADJ UNCH    1 2
 HF0180
 HF0180.Superseded values are not recommended for survey control.
 HF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0180.See file dsdata.txt to determine how the superseded data were derived.
 HF0180
 HF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG964122(NAD 83)
 HF0180_MARKER: DB = BENCH MARK DISK
 HF0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0180_STAMPING: F 15 1933
 HF0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0180+STABILITY: SURFACE MOTION
 HF0180
 HF0180  HISTORY     - Date     Condition        Report By
 HF0180  HISTORY     - 1933     MONUMENTED       CGS
 HF0180  HISTORY     - 1964     POOR             USGS
 HF0180
 HF0180                          STATION DESCRIPTION
 HF0180
 HF0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0180'6 MI SW FROM DEXTER.
 HF0180'ABOUT 6.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 HF0180'FROM DEXTER, COWLEY COUNTY, ABOUT 27 POLES SOUTHWEST OF MILEPOST
 HF0180'503, ABOUT 200 FEET SOUTHEAST OF THE STOCK PENS, ABOUT 180
 HF0180'FEET NORTH OF A ROAD CROSSING, AND 30 FEET EAST OF THE TRACK.
 HF0180'A STANDARD DISK, STAMPED F 15 1933 AND SET IN THE TOP OF A
 HF0180'CONCRETE POST.  NOTE-- THE BM HAS BEEN HIT AND IS LEANING AT
 HF0180'AN ANGLE.
 HF0180
 HF0180                          STATION RECOVERY (1964)
 HF0180
 HF0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HF0180'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0510 ***********************************************************************
 KH0510  DESIGNATION -  F 150
 KH0510  PID         -  KH0510
 KH0510  STATE/COUNTY-  KS/CHEYENNE
 KH0510  USGS QUAD   -  ST FRANCIS SW (1978)
 KH0510
 KH0510                         *CURRENT SURVEY CONTROL
 KH0510  ___________________________________________________________________
 KH0510* NAD 83(1986)-  39 51 29.     (N)    101 56 12.     (W)     SCALED    
 KH0510* NAVD 88     -      1122.573  (meters)    3682.97   (feet)  ADJUSTED  
 KH0510  ___________________________________________________________________
 KH0510  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 KH0510  DYNAMIC HT  -        1121.696 (meters)    3680.10  (feet)  COMP
 KH0510  MODELED GRAV-     979,805.9   (mgal)                       NAVD 88
 KH0510
 KH0510  VERT ORDER  -  SECOND    CLASS 0
 KH0510
 KH0510.The horizontal coordinates were scaled from a topographic map and have
 KH0510.an estimated accuracy of +/- 6 seconds.
 KH0510
 KH0510.The orthometric height was determined by differential leveling
 KH0510.and adjusted by the National Geodetic Survey in June 1991..
 KH0510
 KH0510.The geoid height was determined by GEOID03.
 KH0510
 KH0510.The dynamic height is computed by dividing the NAVD 88
 KH0510.geopotential number by the normal gravity value computed on the
 KH0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0510.degrees latitude (g = 980.6199 gals.).
 KH0510
 KH0510.The modeled gravity was interpolated from observed gravity values.
 KH0510
 KH0510;                    North         East    Units  Estimated Accuracy
 KH0510;SPC KS N     -   176,590.       63,240.      MT  (+/- 180 meters Scaled)
 KH0510
 KH0510                          SUPERSEDED SURVEY CONTROL
 KH0510
 KH0510  NGVD 29 (??/??/92) 1122.107  (m)         3681.45   (f) ADJ UNCH    2 0
 KH0510
 KH0510.Superseded values are not recommended for survey control.
 KH0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0510.See file dsdata.txt to determine how the superseded data were derived.
 KH0510
 KH0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK487161(NAD 83)
 KH0510_MARKER: DB = BENCH MARK DISK
 KH0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0510_STAMPING: F 150 1934
 KH0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0510+STABILITY: SURFACE MOTION
 KH0510
 KH0510  HISTORY     - Date     Condition        Report By
 KH0510  HISTORY     - 1934     MONUMENTED       CGS
 KH0510
 KH0510                          STATION DESCRIPTION
 KH0510
 KH0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0510'11.3 MI S FROM HAIGLER.
 KH0510'11.3 MILES SOUTH OF BURLINGTON STATION AT HAIGLER 175 FEET SOUTHEAST
 KH0510'OF NORTHRUP SCHOOL HOUSE, 35 FEET SOUTH OF CROSS ROAD GOING EAST,
 KH0510'30 FEET EAST OF STATE HIGHWAY 27, IN A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0007 ***********************************************************************
 JH0007  DESIGNATION -  F 151
 JH0007  PID         -  JH0007
 JH0007  STATE/COUNTY-  KS/GOVE
 JH0007  USGS QUAD   -  GOVE SW (1974)
 JH0007
 JH0007                         *CURRENT SURVEY CONTROL
 JH0007  ___________________________________________________________________
 JH0007* NAD 83(1986)-  38 48 00.     (N)    100 26 50.     (W)     SCALED    
 JH0007* NAVD 88     -       787.052  (meters)    2582.19   (feet)  ADJUSTED  
 JH0007  ___________________________________________________________________
 JH0007  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 JH0007  DYNAMIC HT  -         786.424 (meters)    2580.13  (feet)  COMP
 JH0007  MODELED GRAV-     979,804.6   (mgal)                       NAVD 88
 JH0007
 JH0007  VERT ORDER  -  SECOND    CLASS 0
 JH0007
 JH0007.The horizontal coordinates were scaled from a topographic map and have
 JH0007.an estimated accuracy of +/- 6 seconds.
 JH0007
 JH0007.The orthometric height was determined by differential leveling
 JH0007.and adjusted by the National Geodetic Survey in June 1991..
 JH0007
 JH0007.The geoid height was determined by GEOID03.
 JH0007
 JH0007.The dynamic height is computed by dividing the NAVD 88
 JH0007.geopotential number by the normal gravity value computed on the
 JH0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0007.degrees latitude (g = 980.6199 gals.).
 JH0007
 JH0007.The modeled gravity was interpolated from observed gravity values.
 JH0007
 JH0007;                    North         East    Units  Estimated Accuracy
 JH0007;SPC KS N     -    54,680.      187,440.      MT  (+/- 180 meters Scaled)
 JH0007
 JH0007                          SUPERSEDED SURVEY CONTROL
 JH0007
 JH0007  NGVD 29 (??/??/92)  786.757  (m)         2581.22   (f) ADJ UNCH    2 0
 JH0007
 JH0007.Superseded values are not recommended for survey control.
 JH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0007.See file dsdata.txt to determine how the superseded data were derived.
 JH0007
 JH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH743955(NAD 83)
 JH0007_MARKER: DB = BENCH MARK DISK
 JH0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0007_STAMPING: F 151 1934
 JH0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0007+STABILITY: SURFACE MOTION
 JH0007
 JH0007  HISTORY     - Date     Condition        Report By
 JH0007  HISTORY     - 1934     MONUMENTED       CGS
 JH0007
 JH0007                          STATION DESCRIPTION
 JH0007
 JH0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0007'13.3 MI N FROM SHIELDS.
 JH0007'IN GOVE COUNTY, 13.3 MILES NORTH ALONG A SURFACED ROAD (OLD
 JH0007'STATE HIGHWAY 23) FROM THE MISSOURI PACIFIC RAILROAD STATION
 JH0007'AT SHIELDS, LANE COUNTY, AT A LARGE RIGHT-ANGLE CURVE IN THE
 JH0007'ROAD, IN THE NORTHWEST CORNER OF SECTION 33, T 14 S, R 28 W,
 JH0007'AT THE JUNCTION OF A ROAD LEADING EAST, 100 FEET EAST OF THE
 JH0007'CENTER LINE OF THE MAIN ROAD, 21 FEET SOUTH OF THE CENTER LINE
 JH0007'OF THE SIDE ROAD, AND IN A FENCE CORNER.  A STANDARD DISK,
 JH0007'STAMPED F 151 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0049 ***********************************************************************
 KH0049  DESIGNATION -  F 152
 KH0049  PID         -  KH0049
 KH0049  STATE/COUNTY-  KS/SHERIDAN
 KH0049  USGS QUAD   -  HOXIE (1979)
 KH0049
 KH0049                         *CURRENT SURVEY CONTROL
 KH0049  ___________________________________________________________________
 KH0049* NAD 83(1986)-  39 21 20.     (N)    100 26 32.     (W)     SCALED    
 KH0049* NAVD 88     -       827.354  (meters)    2714.41   (feet)  ADJUSTED  
 KH0049  ___________________________________________________________________
 KH0049  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 KH0049  DYNAMIC HT  -         826.725 (meters)    2712.35  (feet)  COMP
 KH0049  MODELED GRAV-     979,839.8   (mgal)                       NAVD 88
 KH0049
 KH0049  VERT ORDER  -  SECOND    CLASS 0
 KH0049
 KH0049.The horizontal coordinates were scaled from a topographic map and have
 KH0049.an estimated accuracy of +/- 6 seconds.
 KH0049
 KH0049.The orthometric height was determined by differential leveling
 KH0049.and adjusted by the National Geodetic Survey in June 1991..
 KH0049
 KH0049.The geoid height was determined by GEOID03.
 KH0049
 KH0049.The dynamic height is computed by dividing the NAVD 88
 KH0049.geopotential number by the normal gravity value computed on the
 KH0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0049.degrees latitude (g = 980.6199 gals.).
 KH0049
 KH0049.The modeled gravity was interpolated from observed gravity values.
 KH0049
 KH0049;                    North         East    Units  Estimated Accuracy
 KH0049;SPC KS N     -   116,320.      189,540.      MT  (+/- 180 meters Scaled)
 KH0049
 KH0049                          SUPERSEDED SURVEY CONTROL
 KH0049
 KH0049  NGVD 29 (??/??/92)  827.043  (m)         2713.39   (f) ADJ UNCH    2 0
 KH0049
 KH0049.Superseded values are not recommended for survey control.
 KH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0049.See file dsdata.txt to determine how the superseded data were derived.
 KH0049
 KH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ757572(NAD 83)
 KH0049_MARKER: DB = BENCH MARK DISK
 KH0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0049_SP_SET: BUILDING
 KH0049_STAMPING: F-152 1934
 KH0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0049
 KH0049  HISTORY     - Date     Condition        Report By
 KH0049  HISTORY     - 1934     MONUMENTED       CGS
 KH0049  HISTORY     - 1946     GOOD             NGS
 KH0049
 KH0049                          STATION DESCRIPTION
 KH0049
 KH0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 KH0049'AT HOXIE.
 KH0049'AT HOXIE, SHERIDAN COUNTY.  LOCATED IN THE NORTH WALL OF A BRICK
 KH0049'BUILDING OCCUPIED BY A FILLING STATION AND GARAGE.  FORMERLY
 KH0049'OCCUPIED BY TURNER AND ENGLISH, SERVICE STATION.  ABOUT 30 FT WEST
 KH0049'OF THE EAST SIDE OF THE BUILDING, MIDWAY BETWEEN WINDOWS AND
 KH0049'ABOUT 4 FT ABOVE THE GROUND.  BUILDING LOCATED ON THE SW CORNER
 KH0049'OF THE INTER-SECTION OF MAIN STREET (K-23) AND SECOND STREET.
 KH0049'A STANDARD DISK STAMPED F-152 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0022 ***********************************************************************
 KH0022  DESIGNATION -  F 153
 KH0022  PID         -  KH0022
 KH0022  STATE/COUNTY-  KS/DECATUR
 KH0022  USGS QUAD   -  JENNINGS (1978)
 KH0022
 KH0022                         *CURRENT SURVEY CONTROL
 KH0022  ___________________________________________________________________
 KH0022* NAD 83(1986)-  39 41 33.     (N)    100 16 20.     (W)     SCALED    
 KH0022* NAVD 88     -       754.135  (meters)    2474.19   (feet)  ADJUSTED  
 KH0022  ___________________________________________________________________
 KH0022  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 KH0022  DYNAMIC HT  -         753.608 (meters)    2472.46  (feet)  COMP
 KH0022  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 KH0022
 KH0022  VERT ORDER  -  SECOND    CLASS 0
 KH0022
 KH0022.The horizontal coordinates were scaled from a topographic map and have
 KH0022.an estimated accuracy of +/- 6 seconds.
 KH0022
 KH0022.The orthometric height was determined by differential leveling
 KH0022.and adjusted by the National Geodetic Survey in June 1991..
 KH0022
 KH0022.The geoid height was determined by GEOID03.
 KH0022
 KH0022.The dynamic height is computed by dividing the NAVD 88
 KH0022.geopotential number by the normal gravity value computed on the
 KH0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0022.degrees latitude (g = 980.6199 gals.).
 KH0022
 KH0022.The modeled gravity was interpolated from observed gravity values.
 KH0022
 KH0022;                    North         East    Units  Estimated Accuracy
 KH0022;SPC KS N     -   153,330.      205,120.      MT  (+/- 180 meters Scaled)
 KH0022
 KH0022                          SUPERSEDED SURVEY CONTROL
 KH0022
 KH0022  NGVD 29 (??/??/92)  753.841  (m)         2473.23   (f) ADJ UNCH    2 0
 KH0022
 KH0022.Superseded values are not recommended for survey control.
 KH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0022.See file dsdata.txt to determine how the superseded data were derived.
 KH0022
 KH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ909944(NAD 83)
 KH0022_MARKER: DB = BENCH MARK DISK
 KH0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0022_STAMPING: F 153 1934
 KH0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0022+STABILITY: SURFACE MOTION
 KH0022
 KH0022  HISTORY     - Date     Condition        Report By
 KH0022  HISTORY     - 1934     MONUMENTED       CGS
 KH0022  HISTORY     - 1976     GOOD             KSDT
 KH0022
 KH0022                          STATION DESCRIPTION
 KH0022
 KH0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0022'1.3 MI NE FROM JENNINGS.
 KH0022'1.3 MILES NORTHEAST OF ROCK ISLAND STATION AT JENNINGS AT MILE
 KH0022'POST 341, 36 FEET SOUTH OF CENTERLINE OF C.R.I. AND P. RR TRACK,
 KH0022'39 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY 83, 20 FEET WEST
 KH0022'OF COTTONWOOD TREE.
 KH0022
 KH0022                          STATION RECOVERY (1976)
 KH0022
 KH0022'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1976
 KH0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0392 ***********************************************************************
 KH0392  DESIGNATION -  F 154
 KH0392  PID         -  KH0392
 KH0392  STATE/COUNTY-  KS/THOMAS
 KH0392  USGS QUAD   -  COLBY (1967)
 KH0392
 KH0392                         *CURRENT SURVEY CONTROL
 KH0392  ___________________________________________________________________
 KH0392* NAD 83(1986)-  39 24 05.     (N)    101 02 46.     (W)     SCALED    
 KH0392* NAVD 88     -       957.646  (meters)    3141.88   (feet)  ADJUSTED  
 KH0392  ___________________________________________________________________
 KH0392  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 KH0392  DYNAMIC HT  -         956.889 (meters)    3139.39  (feet)  COMP
 KH0392  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 KH0392
 KH0392  VERT ORDER  -  SECOND    CLASS 0
 KH0392
 KH0392.The horizontal coordinates were scaled from a topographic map and have
 KH0392.an estimated accuracy of +/- 6 seconds.
 KH0392
 KH0392.The orthometric height was determined by differential leveling
 KH0392.and adjusted by the National Geodetic Survey in June 1991..
 KH0392
 KH0392.The geoid height was determined by GEOID03.
 KH0392
 KH0392.The dynamic height is computed by dividing the NAVD 88
 KH0392.geopotential number by the normal gravity value computed on the
 KH0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0392.degrees latitude (g = 980.6199 gals.).
 KH0392
 KH0392.The modeled gravity was interpolated from observed gravity values.
 KH0392
 KH0392;                    North         East    Units  Estimated Accuracy
 KH0392;SPC KS N     -   122,980.      137,680.      MT  (+/- 180 meters Scaled)
 KH0392
 KH0392                          SUPERSEDED SURVEY CONTROL
 KH0392
 KH0392  NGVD 29 (??/??/92)  957.279  (m)         3140.67   (f) ADJ UNCH    2 0
 KH0392
 KH0392.Superseded values are not recommended for survey control.
 KH0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0392.See file dsdata.txt to determine how the superseded data were derived.
 KH0392
 KH0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ238633(NAD 83)
 KH0392_MARKER: DB = BENCH MARK DISK
 KH0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0392_SP_SET: CONCRETE BLOCK
 KH0392_STAMPING: F 154 1934
 KH0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0392
 KH0392  HISTORY     - Date     Condition        Report By
 KH0392  HISTORY     - 1934     MONUMENTED       CGS
 KH0392  HISTORY     - 1942     GOOD             NGS
 KH0392
 KH0392                          STATION DESCRIPTION
 KH0392
 KH0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0392'AT COLBY.
 KH0392'1 1/2 POLES WEST OF MILEPOST 387.30, 200 FEET WEST OF ROCK ISLAND
 KH0392'RAILROAD STATION, 55 FEET NORTH OF CENTERLINE OF MAIN TRACK OF
 KH0392'C.R.I. AND P. RR, 6 FEET SOUTH OF ROCK ISLAND WATER TANK,
 KH0392'CENTER OF LARGE CONCRETE BLOCK.
 KH0392
 KH0392                          STATION RECOVERY (1942)
 KH0392
 KH0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0115 ***********************************************************************
 KH0115  DESIGNATION -  F 155
 KH0115  PID         -  KH0115
 KH0115  STATE/COUNTY-  KS/SHERIDAN
 KH0115  USGS QUAD   -  STUDLEY (1979)
 KH0115
 KH0115                         *CURRENT SURVEY CONTROL
 KH0115  ___________________________________________________________________
 KH0115* NAD 83(1986)-  39 21 04.     (N)    100 10 06.     (W)     SCALED    
 KH0115* NAVD 88     -       725.354  (meters)    2379.77   (feet)  ADJUSTED  
 KH0115  ___________________________________________________________________
 KH0115  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 KH0115  DYNAMIC HT  -         724.818 (meters)    2378.01  (feet)  COMP
 KH0115  MODELED GRAV-     979,863.8   (mgal)                       NAVD 88
 KH0115
 KH0115  VERT ORDER  -  SECOND    CLASS 0
 KH0115
 KH0115.The horizontal coordinates were scaled from a topographic map and have
 KH0115.an estimated accuracy of +/- 6 seconds.
 KH0115
 KH0115.The orthometric height was determined by differential leveling
 KH0115.and adjusted by the National Geodetic Survey in June 1991..
 KH0115
 KH0115.The geoid height was determined by GEOID03.
 KH0115
 KH0115.The dynamic height is computed by dividing the NAVD 88
 KH0115.geopotential number by the normal gravity value computed on the
 KH0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0115.degrees latitude (g = 980.6199 gals.).
 KH0115
 KH0115.The modeled gravity was interpolated from observed gravity values.
 KH0115
 KH0115;                    North         East    Units  Estimated Accuracy
 KH0115;SPC KS N     -   115,220.      213,120.      MT  (+/- 180 meters Scaled)
 KH0115
 KH0115                          SUPERSEDED SURVEY CONTROL
 KH0115
 KH0115  NGVD 29 (??/??/92)  725.075  (m)         2378.85   (f) ADJ UNCH    2 0
 KH0115
 KH0115.Superseded values are not recommended for survey control.
 KH0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0115.See file dsdata.txt to determine how the superseded data were derived.
 KH0115
 KH0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ993563(NAD 83)
 KH0115_MARKER: DB = BENCH MARK DISK
 KH0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0115_STAMPING: F 155 1934
 KH0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0115+STABILITY: SURFACE MOTION
 KH0115
 KH0115  HISTORY     - Date     Condition        Report By
 KH0115  HISTORY     - 1934     MONUMENTED       CGS
 KH0115  HISTORY     - 1949     GOOD             NGS
 KH0115
 KH0115                          STATION DESCRIPTION
 KH0115
 KH0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KH0115'5.1 MI W FROM MORLAND.
 KH0115'IN SHERIDAN COUNTY, 5.1 MILES WEST ALONG THE UNION PACIFIC
 KH0115'RAILROAD FROM THE STATION AT MORLAND, GRAHAM COUNTY, 0.2 MILE
 KH0115'EAST OF THE STATION AT STUDLEY, SHERIDAN COUNTY, 7 POLES WEST OF
 KH0115'MILEPOST 155, AT THE EAST END OF A SWITCH, AT A ROAD CROSSING,
 KH0115'AND 36 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 KH0115'DISK, STAMPED F 155 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0246 ***********************************************************************
 KH0246  DESIGNATION -  F 156
 KH0246  PID         -  KH0246
 KH0246  STATE/COUNTY-  KS/DECATUR
 KH0246  USGS QUAD   -  OBERLIN NE (1978)
 KH0246
 KH0246                         *CURRENT SURVEY CONTROL
 KH0246  ___________________________________________________________________
 KH0246* NAD 83(1986)-  39 54 59.     (N)    100 32 06.     (W)     SCALED    
 KH0246* NAVD 88     -       828.743  (meters)    2718.97   (feet)  ADJUSTED  
 KH0246  ___________________________________________________________________
 KH0246  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 KH0246  DYNAMIC HT  -         828.161 (meters)    2717.06  (feet)  COMP
 KH0246  MODELED GRAV-     979,896.1   (mgal)                       NAVD 88
 KH0246
 KH0246  VERT ORDER  -  SECOND    CLASS 0
 KH0246
 KH0246.The horizontal coordinates were scaled from a topographic map and have
 KH0246.an estimated accuracy of +/- 6 seconds.
 KH0246
 KH0246.The orthometric height was determined by differential leveling
 KH0246.and adjusted by the National Geodetic Survey in June 1991..
 KH0246
 KH0246.The geoid height was determined by GEOID03.
 KH0246
 KH0246.The dynamic height is computed by dividing the NAVD 88
 KH0246.geopotential number by the normal gravity value computed on the
 KH0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0246.degrees latitude (g = 980.6199 gals.).
 KH0246
 KH0246.The modeled gravity was interpolated from observed gravity values.
 KH0246
 KH0246;                    North         East    Units  Estimated Accuracy
 KH0246;SPC KS N     -   178,780.      183,290.      MT  (+/- 180 meters Scaled)
 KH0246
 KH0246                          SUPERSEDED SURVEY CONTROL
 KH0246
 KH0246  NGVD 29 (??/??/92)  828.433  (m)         2717.95   (f) ADJ UNCH    2 0
 KH0246
 KH0246.Superseded values are not recommended for survey control.
 KH0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0246.See file dsdata.txt to determine how the superseded data were derived.
 KH0246
 KH0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK688196(NAD 83)
 KH0246_MARKER: DB = BENCH MARK DISK
 KH0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0246_STAMPING: F 156 1934
 KH0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0246+STABILITY: SURFACE MOTION
 KH0246
 KH0246  HISTORY     - Date     Condition        Report By
 KH0246  HISTORY     - 1934     MONUMENTED       CGS
 KH0246  HISTORY     - 1977     MARK NOT FOUND   USGS
 KH0246
 KH0246                          STATION DESCRIPTION
 KH0246
 KH0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0246'4.9 MI S FROM CEDAR BLUFFS.
 KH0246'4.9 MILES SOUTH OF BURLINGTON RR STATION AT CEDAR BLUFFS ABOUT
 KH0246'400 FEET NORTHWEST OF A WHITE FARM HOUSE, ON TOP OF SMALL HILL,
 KH0246'45 FEET WEST OF CENTERLINE OF U.S. HIGHWAY 183, IN FENCE LINE.
 KH0246
 KH0246                          STATION RECOVERY (1977)
 KH0246
 KH0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KH0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0557 ***********************************************************************
 KG0557  DESIGNATION -  F 157 RESET
 KG0557  PID         -  KG0557
 KG0557  STATE/COUNTY-  KS/PHILLIPS
 KG0557  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0557
 KG0557                         *CURRENT SURVEY CONTROL
 KG0557  ___________________________________________________________________
 KG0557* NAD 83(1997)-  39 41 17.00795(N)    099 18 32.73057(W)     ADJUSTED  
 KG0557* NAVD 88     -       554.860  (meters)    1820.40   (feet)  ADJUSTED  
 KG0557  ___________________________________________________________________
 KG0557  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 KG0557  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 KG0557  DYNAMIC HT  -         554.500 (meters)    1819.22  (feet)  COMP
 KG0557  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 KG0557
 KG0557  HORZ ORDER  -  THIRD
 KG0557  VERT ORDER  -  THIRD
 KG0557
 KG0557.The horizontal coordinates were established by classical geodetic methods
 KG0557.and adjusted by the National Geodetic Survey in October 1998..
 KG0557
 KG0557.The orthometric height was determined by differential leveling
 KG0557.and adjusted by the National Geodetic Survey in June 1991..
 KG0557
 KG0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0557
 KG0557.The geoid height was determined by GEOID03.
 KG0557
 KG0557.The dynamic height is computed by dividing the NAVD 88
 KG0557.geopotential number by the normal gravity value computed on the
 KG0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0557.degrees latitude (g = 980.6199 gals.).
 KG0557
 KG0557.The modeled gravity was interpolated from observed gravity values.
 KG0557
 KG0557;                    North         East     Units Scale Factor Converg.
 KG0557;SPC KS N     -   151,205.635   287,710.074   MT  0.99998593   -0 49 41.8
 KG0557;UTM  14      - 4,393,181.269   473,496.326   MT  0.99960865   -0 11 50.6
 KG0557
 KG0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0557!SPC KS N     -   0.99991696  x   0.99998593  =   0.99990289
 KG0557!UTM  14      -   0.99991696  x   0.99960865  =   0.99952564
 KG0557
 KG0557                          SUPERSEDED SURVEY CONTROL
 KG0557
 KG0557  NAD 83(1997)-  39 41 17.01179(N)    099 18 32.73154(W) AD(       ) 3
 KG0557  NAD 83(1986)-  39 41 17.01367(N)    099 18 32.73349(W) AD(       ) 3
 KG0557  NGVD 29 (12/08/88)  554.57   (m)         1819.5    (f) LEVELING    3  
 KG0557
 KG0557.Superseded values are not recommended for survey control.
 KG0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0557.See file dsdata.txt to determine how the superseded data were derived.
 KG0557
 KG0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7349693181(NAD 83)
 KG0557_MARKER: DB = BENCH MARK DISK
 KG0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0557_SP_SET: CONCRETE POST
 KG0557_STAMPING: F 157 RESET 1985
 KG0557_MARK LOGO: NGS   
 KG0557_PROJECTION: PROJECTING 15 CENTIMETERS
 KG0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0557+STABILITY: SURFACE MOTION
 KG0557
 KG0557  HISTORY     - Date     Condition        Report By
 KG0557  HISTORY     - 1985     MONUMENTED       NGS
 KG0557  HISTORY     - 19850621 GOOD             NGS
 KG0557  HISTORY     - 1987     GOOD             NOS
 KG0557
 KG0557                          STATION DESCRIPTION
 KG0557
 KG0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KG0557'THE STATION IS LOCATED AT THE NORTH EDGE OF GLADE, 0.64 KM (0.40 MI)
 KG0557'NORTH OF THE JUNCTION OF U.S HIGHWAY 183 WITH STATE HIGHWAY 9 AND ON
 KG0557'THE EAST RIGHT-OF-WAY OF HIGHWAY 183.  CONTACT THE AREA ENGINEER,
 KG0557'KANSAS DEPARTMENT OF TRANSPORTATION, POST OFFICE BOX 268,
 KG0557'PHILLIPSBURG, KANSAS 67661.  THE STATION MARK IS A STANDARD NGS BENCH
 KG0557'MARK DISK, STAMPED---F 157 RESET 1985---SET INTO THE TOP OF A 12-INCH
 KG0557'ROUND CONCRETE POST.  WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 KG0557'22.6 M (74.1 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 0.30 M (0.98
 KG0557'FT) WEST FROM A GRADER BLADE RIGHT-OF-WAY MARKER AND 0.30 M (0.98 FT)
 KG0557'NORTH FROM A WITNESS POST.  THE STATION WAS POSITIONED BY ELETRONIC
 KG0557'TRAVERSE FROM STATION--GLADE 2--AND WILL SERVE AS AN ADDITIONAL
 KG0557'AZIMUTH MARK FOR THAT STATION.
 KG0557
 KG0557                          STATION RECOVERY (1987)
 KG0557
 KG0557'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KG0557'7.2 KM (4.50 MI) SOUTH FROM PHILLIPSBURG.
 KG0557'0.64 KM (0.4 MI) NORTH ALONG US HIGHWAY 183 FROM THE JUNCTION WITH
 KG0557'STATE HIGHWAY 9 IN GLADE, 22.6 M (74.0 FT) EAST FROM THE CENTERLINE
 KG0557'OF HIGHWAY 183, 0.30 M (1.0 FT) WEST FROM A BLADE GRADED RIGHT-OF-WAY
 KG0557'MARKER, 0.30 M (1.0 FT) NORTH FROM A WITNESS POST, ABOUT LEVEL WITH
 KG0557'THE HIGHWAY, AND A CONCRETE POST PROJECTING 15 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0284 ***********************************************************************
 KG0284  DESIGNATION -  F 158
 KG0284  PID         -  KG0284
 KG0284  STATE/COUNTY-  KS/ELLIS
 KG0284  USGS QUAD   -  PLAINVILLE SE (1978)
 KG0284
 KG0284                         *CURRENT SURVEY CONTROL
 KG0284  ___________________________________________________________________
 KG0284* NAD 83(1986)-  39 04 15.     (N)    099 18 57.     (W)     SCALED    
 KG0284* NAVD 88     -       608.928  (meters)    1997.79   (feet)  ADJUSTED  
 KG0284  ___________________________________________________________________
 KG0284  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 KG0284  DYNAMIC HT  -         608.491 (meters)    1996.36  (feet)  COMP
 KG0284  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 KG0284
 KG0284  VERT ORDER  -  SECOND    CLASS 0
 KG0284
 KG0284.The horizontal coordinates were scaled from a topographic map and have
 KG0284.an estimated accuracy of +/- 6 seconds.
 KG0284
 KG0284.The orthometric height was determined by differential leveling
 KG0284.and adjusted by the National Geodetic Survey in June 1991..
 KG0284
 KG0284.The geoid height was determined by GEOID03.
 KG0284
 KG0284.The dynamic height is computed by dividing the NAVD 88
 KG0284.geopotential number by the normal gravity value computed on the
 KG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0284.degrees latitude (g = 980.6199 gals.).
 KG0284
 KG0284.The modeled gravity was interpolated from observed gravity values.
 KG0284
 KG0284;                    North         East    Units  Estimated Accuracy
 KG0284;SPC KS N     -    82,700.      286,140.      MT  (+/- 180 meters Scaled)
 KG0284
 KG0284                          SUPERSEDED SURVEY CONTROL
 KG0284
 KG0284  NGVD 29 (??/??/92)  608.679  (m)         1996.97   (f) ADJ UNCH    2 0
 KG0284
 KG0284.Superseded values are not recommended for survey control.
 KG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0284.See file dsdata.txt to determine how the superseded data were derived.
 KG0284
 KG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ726246(NAD 83)
 KG0284_MARKER: DB = BENCH MARK DISK
 KG0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0284_SP_SET: CULVERT
 KG0284_STAMPING: F 158 1934
 KG0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0284
 KG0284  HISTORY     - Date     Condition        Report By
 KG0284  HISTORY     - 1934     MONUMENTED       CGS
 KG0284
 KG0284                          STATION DESCRIPTION
 KG0284
 KG0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0284'11.9 MI S FROM PLAINVILLE.
 KG0284'11.9 MILES SOUTH OF UNION PACIFIC STATION AT PLAINVILLE, ABOUT
 KG0284'HALFWAY UP A LONG GRADE ON NORTH SIDE OF HILL, IN CENTER AT
 KG0284'WEST END OF HEADWALL OF LARGE CONCRETE CULVERT ON STATE HIGHWAY
 KG0284'1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0419 ***********************************************************************
 KG0419  DESIGNATION -  F 159
 KG0419  PID         -  KG0419
 KG0419  STATE/COUNTY-  KS/NORTON
 KG0419  USGS QUAD   -  CALVERT (1978)
 KG0419
 KG0419                         *CURRENT SURVEY CONTROL
 KG0419  ___________________________________________________________________
 KG0419* NAD 83(1986)-  39 51 05.     (N)    099 45 27.     (W)     SCALED    
 KG0419* NAVD 88     -       667.469  (meters)    2189.85   (feet)  ADJUSTED  
 KG0419  ___________________________________________________________________
 KG0419  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 KG0419  DYNAMIC HT  -         667.034 (meters)    2188.43  (feet)  COMP
 KG0419  MODELED GRAV-     979,951.9   (mgal)                       NAVD 88
 KG0419
 KG0419  VERT ORDER  -  SECOND    CLASS 0
 KG0419
 KG0419.The horizontal coordinates were scaled from a topographic map and have
 KG0419.an estimated accuracy of +/- 6 seconds.
 KG0419
 KG0419.The orthometric height was determined by differential leveling
 KG0419.and adjusted by the National Geodetic Survey in June 1991..
 KG0419
 KG0419.The geoid height was determined by GEOID03.
 KG0419
 KG0419.The dynamic height is computed by dividing the NAVD 88
 KG0419.geopotential number by the normal gravity value computed on the
 KG0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0419.degrees latitude (g = 980.6199 gals.).
 KG0419
 KG0419.The modeled gravity was interpolated from observed gravity values.
 KG0419
 KG0419;                    North         East    Units  Estimated Accuracy
 KG0419;SPC KS N     -   169,990.      249,600.      MT  (+/- 180 meters Scaled)
 KG0419
 KG0419                          SUPERSEDED SURVEY CONTROL
 KG0419
 KG0419  NGVD 29 (??/??/92)  667.215  (m)         2189.02   (f) ADJ UNCH    2 0
 KG0419
 KG0419.Superseded values are not recommended for survey control.
 KG0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0419.See file dsdata.txt to determine how the superseded data were derived.
 KG0419
 KG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK352115(NAD 83)
 KG0419_MARKER: DB = BENCH MARK DISK
 KG0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0419_STAMPING: F 159 1934
 KG0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0419+STABILITY: SURFACE MOTION
 KG0419
 KG0419  HISTORY     - Date     Condition        Report By
 KG0419  HISTORY     - 1934     MONUMENTED       CGS
 KG0419  HISTORY     - 1941     GOOD             NGS
 KG0419  HISTORY     - 1975     MARK NOT FOUND   USGS
 KG0419
 KG0419                          STATION DESCRIPTION
 KG0419
 KG0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0419'3.9 MI SW FROM ALMENA.
 KG0419'3.9 MILES SOUTHWEST OF BURLINGTON STATION AT ALMENA, AT CALVERT,
 KG0419'27 FEET SOUTH OF CENTERLINE OF C.B. AND Q. RR. TRACK, 30 FEET
 KG0419'EAST OF RAILROAD CROSSING.
 KG0419
 KG0419                          STATION RECOVERY (1941)
 KG0419
 KG0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KG0419'RECOVERED IN GOOD CONDITION.
 KG0419
 KG0419                          STATION RECOVERY (1975)
 KG0419
 KG0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KG0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0120 ***********************************************************************
 HF0120  DESIGNATION -  F 16
 HF0120  PID         -  HF0120
 HF0120  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0120  USGS QUAD   -  CHAUTAUQUA (1979)
 HF0120
 HF0120                         *CURRENT SURVEY CONTROL
 HF0120  ___________________________________________________________________
 HF0120* NAD 83(1986)-  37 07 21.     (N)    096 11 13.     (W)     SCALED    
 HF0120* NAVD 88     -       252.187  (meters)     827.38   (feet)  ADJUSTED  
 HF0120  ___________________________________________________________________
 HF0120  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HF0120  DYNAMIC HT  -         251.983 (meters)     826.71  (feet)  COMP
 HF0120  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 HF0120
 HF0120  VERT ORDER  -  FIRST     CLASS II
 HF0120
 HF0120.The horizontal coordinates were scaled from a topographic map and have
 HF0120.an estimated accuracy of +/- 6 seconds.
 HF0120
 HF0120.The orthometric height was determined by differential leveling
 HF0120.and adjusted by the National Geodetic Survey in June 1991..
 HF0120
 HF0120.The geoid height was determined by GEOID03.
 HF0120
 HF0120.The dynamic height is computed by dividing the NAVD 88
 HF0120.geopotential number by the normal gravity value computed on the
 HF0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0120.degrees latitude (g = 980.6199 gals.).
 HF0120
 HF0120.The modeled gravity was interpolated from observed gravity values.
 HF0120
 HF0120;                    North         East    Units  Estimated Accuracy
 HF0120;SPC KS S     -   453,140.      605,540.      MT  (+/- 180 meters Scaled)
 HF0120
 HF0120                          SUPERSEDED SURVEY CONTROL
 HF0120
 HF0120  NGVD 29 (??/??/92)  252.047  (m)          826.92   (f) ADJ UNCH    1 2
 HF0120
 HF0120.Superseded values are not recommended for survey control.
 HF0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0120.See file dsdata.txt to determine how the superseded data were derived.
 HF0120
 HF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG499121(NAD 83)
 HF0120_MARKER: DB = BENCH MARK DISK
 HF0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0120_SP_SET: RETAINING WALL
 HF0120_STAMPING: F 16 1933
 HF0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0120
 HF0120  HISTORY     - Date     Condition        Report By
 HF0120  HISTORY     - 1933     MONUMENTED       CGS
 HF0120  HISTORY     - 1960     GOOD             USGS
 HF0120
 HF0120                          STATION DESCRIPTION
 HF0120
 HF0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0120'AT SEDAN.
 HF0120'AT SEDAN, CHAUTAUQUA COUNTY, ABOUT 30 YARDS EAST OF THE MISSOURI
 HF0120'PACIFIC RAILROAD STATION, ABOUT 47 YARDS NORTH OF THE CENTER
 HF0120'LINE OF THE MAIN TRACK, 3 YARDS EAST OF THE EAST CURB OF A
 HF0120'STREET LEADING TO THE STATION, AND IN THE TOP OF THE SOUTHWEST
 HF0120'CORNER OF THE RETAINING WALL AROUND THE YARD OF THE FIRST HOUSE
 HF0120'NORTH OF THE STANDARD OIL CO. BULK PLANT.  A STANDARD DISK,
 HF0120'STAMPED F 16 1933.  NOTE-- BM IS IN CONCRETE POST BUT AT WEST
 HF0120'EDGE OF CORNER OF RETAINING WALL.
 HF0120
 HF0120                          STATION RECOVERY (1960)
 HF0120
 HF0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 HF0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0260 ***********************************************************************
 KG0260  DESIGNATION -  F 160
 KG0260  PID         -  KG0260
 KG0260  STATE/COUNTY-  KS/SMITH
 KG0260  USGS QUAD   -  KIRWIN (1972)
 KG0260
 KG0260                         *CURRENT SURVEY CONTROL
 KG0260  ___________________________________________________________________
 KG0260* NAD 83(1986)-  39 39 49.     (N)    099 01 43.     (W)     SCALED    
 KG0260* NAVD 88     -       506.285  (meters)    1661.04   (feet)  ADJUSTED  
 KG0260  ___________________________________________________________________
 KG0260  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 KG0260  DYNAMIC HT  -         505.960 (meters)    1659.97  (feet)  COMP
 KG0260  MODELED GRAV-     979,969.1   (mgal)                       NAVD 88
 KG0260
 KG0260  VERT ORDER  -  SECOND    CLASS 0
 KG0260
 KG0260.The horizontal coordinates were scaled from a topographic map and have
 KG0260.an estimated accuracy of +/- 6 seconds.
 KG0260
 KG0260.The orthometric height was determined by differential leveling
 KG0260.and adjusted by the National Geodetic Survey in June 1991..
 KG0260
 KG0260.The geoid height was determined by GEOID03.
 KG0260
 KG0260.The dynamic height is computed by dividing the NAVD 88
 KG0260.geopotential number by the normal gravity value computed on the
 KG0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0260.degrees latitude (g = 980.6199 gals.).
 KG0260
 KG0260.The modeled gravity was interpolated from observed gravity values.
 KG0260
 KG0260;                    North         East    Units  Estimated Accuracy
 KG0260;SPC KS N     -   148,180.      311,740.      MT  (+/- 180 meters Scaled)
 KG0260
 KG0260                          SUPERSEDED SURVEY CONTROL
 KG0260
 KG0260  NGVD 29 (??/??/92)  506.067  (m)         1660.32   (f) ADJ UNCH    2 0
 KG0260
 KG0260.Superseded values are not recommended for survey control.
 KG0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0260.See file dsdata.txt to determine how the superseded data were derived.
 KG0260
 KG0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ975904(NAD 83)
 KG0260_MARKER: DB = BENCH MARK DISK
 KG0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0260_STAMPING: F 160 1934
 KG0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0260+STABILITY: SURFACE MOTION
 KG0260
 KG0260  HISTORY     - Date     Condition        Report By
 KG0260  HISTORY     - 1934     MONUMENTED       CGS
 KG0260
 KG0260                          STATION DESCRIPTION
 KG0260
 KG0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0260'AT CLAUDELL.
 KG0260'AT CLAUDELL 1 POLE EAST OF MILEAGE 567.35 AND 100 FEET EAST OF
 KG0260'MISSOURI PACIFIC RR. STATION, 40 FEET SOUTH OF CENTERLINE OF
 KG0260'TRACK, 30 FEET EAST OF CROSSING, 4 FEET NORTH OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0247 ***********************************************************************
 KG0247  DESIGNATION -  F 161
 KG0247  PID         -  KG0247
 KG0247  STATE/COUNTY-  KS/PHILLIPS
 KG0247  USGS QUAD   -  SPEED (1972)
 KG0247
 KG0247                         *CURRENT SURVEY CONTROL
 KG0247  ___________________________________________________________________
 KG0247* NAD 83(1986)-  39 40 30.     (N)    099 27 34.     (W)     SCALED    
 KG0247* NAVD 88     -       577.110  (meters)    1893.40   (feet)  ADJUSTED  
 KG0247  ___________________________________________________________________
 KG0247  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 KG0247  DYNAMIC HT  -         576.730 (meters)    1892.15  (feet)  COMP
 KG0247  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 KG0247
 KG0247  VERT ORDER  -  SECOND    CLASS 0
 KG0247
 KG0247.The horizontal coordinates were scaled from a topographic map and have
 KG0247.an estimated accuracy of +/- 6 seconds.
 KG0247
 KG0247.The orthometric height was determined by differential leveling
 KG0247.and adjusted by the National Geodetic Survey in June 1991..
 KG0247
 KG0247.The geoid height was determined by GEOID03.
 KG0247
 KG0247.The dynamic height is computed by dividing the NAVD 88
 KG0247.geopotential number by the normal gravity value computed on the
 KG0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0247.degrees latitude (g = 980.6199 gals.).
 KG0247
 KG0247.The modeled gravity was interpolated from observed gravity values.
 KG0247
 KG0247;                    North         East    Units  Estimated Accuracy
 KG0247;SPC KS N     -   149,950.      274,790.      MT  (+/- 180 meters Scaled)
 KG0247
 KG0247                          SUPERSEDED SURVEY CONTROL
 KG0247
 KG0247  NGVD 29 (??/??/92)  576.871  (m)         1892.62   (f) ADJ UNCH    2 0
 KG0247
 KG0247.Superseded values are not recommended for survey control.
 KG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0247.See file dsdata.txt to determine how the superseded data were derived.
 KG0247
 KG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ605917(NAD 83)
 KG0247_MARKER: DB = BENCH MARK DISK
 KG0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0247_SP_SET: BRIDGE
 KG0247_STAMPING: F 161 1934
 KG0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0247
 KG0247  HISTORY     - Date     Condition        Report By
 KG0247  HISTORY     - 1934     MONUMENTED       CGS
 KG0247
 KG0247                          STATION DESCRIPTION
 KG0247
 KG0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0247'2.8 MI W FROM SPEED.
 KG0247'2.8 MILES WEST OF MISSOURI PACIFIC STATION AT SPEED 2 1/2 POLES
 KG0247'WEST OF MILEAGE POST 592.25.  100 FEET WEST OF CROSSING, 10
 KG0247'FEET SOUTH OF CENTERLINE OF MISSOURI PACIFIC RR. TRACK, IN
 KG0247'SOUTHEAST STONE HEADWALL OF RAILROAD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0356 ***********************************************************************
 KG0356  DESIGNATION -  F 162
 KG0356  PID         -  KG0356
 KG0356  STATE/COUNTY-  KS/GRAHAM
 KG0356  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0356
 KG0356                         *CURRENT SURVEY CONTROL
 KG0356  ___________________________________________________________________
 KG0356* NAD 83(1986)-  39 21 43.     (N)    099 45 13.     (W)     SCALED    
 KG0356* NAVD 88     -       630.695  (meters)    2069.21   (feet)  ADJUSTED  
 KG0356  ___________________________________________________________________
 KG0356  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 KG0356  DYNAMIC HT  -         630.250 (meters)    2067.75  (feet)  COMP
 KG0356  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 KG0356
 KG0356  VERT ORDER  -  SECOND    CLASS 0
 KG0356
 KG0356.The horizontal coordinates were scaled from a topographic map and have
 KG0356.an estimated accuracy of +/- 6 seconds.
 KG0356
 KG0356.The orthometric height was determined by differential leveling
 KG0356.and adjusted by the National Geodetic Survey in June 1991..
 KG0356
 KG0356.The geoid height was determined by GEOID03.
 KG0356
 KG0356.The dynamic height is computed by dividing the NAVD 88
 KG0356.geopotential number by the normal gravity value computed on the
 KG0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0356.degrees latitude (g = 980.6199 gals.).
 KG0356
 KG0356.The modeled gravity was interpolated from observed gravity values.
 KG0356
 KG0356;                    North         East    Units  Estimated Accuracy
 KG0356;SPC KS N     -   115,650.      248,880.      MT  (+/- 180 meters Scaled)
 KG0356
 KG0356                          SUPERSEDED SURVEY CONTROL
 KG0356
 KG0356  NGVD 29 (??/??/92)  630.460  (m)         2068.43   (f) ADJ UNCH    2 0
 KG0356
 KG0356.Superseded values are not recommended for survey control.
 KG0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0356.See file dsdata.txt to determine how the superseded data were derived.
 KG0356
 KG0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ350572(NAD 83)
 KG0356_MARKER: DB = BENCH MARK DISK
 KG0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0356_STAMPING: F 162 1934
 KG0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0356+STABILITY: SURFACE MOTION
 KG0356
 KG0356  HISTORY     - Date     Condition        Report By
 KG0356  HISTORY     - 1934     MONUMENTED       CGS
 KG0356  HISTORY     - 1941     GOOD             NGS
 KG0356  HISTORY     - 1974     MARK NOT FOUND   USGS
 KG0356
 KG0356                          STATION DESCRIPTION
 KG0356
 KG0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0356'3.5 MI W FROM BOGUE.
 KG0356'3.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0356'AT BOGUE, GRAHAM COUNTY, 3-1/2 POLES EAST OF MILEPOST 133, AT A
 KG0356'ROAD CROSSING, 20 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 KG0356'AND 5 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED F 162
 KG0356'1934 AND SET IN THE TOP OF A CONCRETE POST.
 KG0356
 KG0356                          STATION RECOVERY (1974)
 KG0356
 KG0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KG0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0205 ***********************************************************************
 KG0205  DESIGNATION -  F 163
 KG0205  PID         -  KG0205
 KG0205  STATE/COUNTY-  KS/OSBORNE
 KG0205  USGS QUAD   -  PORTIS (1961)
 KG0205
 KG0205                         *CURRENT SURVEY CONTROL
 KG0205  ___________________________________________________________________
 KG0205* NAD 83(1986)-  39 32 20.     (N)    098 38 15.     (W)     SCALED    
 KG0205* NAVD 88     -       464.875  (meters)    1525.18   (feet)  ADJUSTED  
 KG0205  ___________________________________________________________________
 KG0205  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 KG0205  DYNAMIC HT  -         464.578 (meters)    1524.20  (feet)  COMP
 KG0205  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 KG0205
 KG0205  VERT ORDER  -  SECOND    CLASS 0
 KG0205
 KG0205.The horizontal coordinates were scaled from a topographic map and have
 KG0205.an estimated accuracy of +/- 6 seconds.
 KG0205
 KG0205.The orthometric height was determined by differential leveling
 KG0205.and adjusted by the National Geodetic Survey in June 1991..
 KG0205
 KG0205.The geoid height was determined by GEOID03.
 KG0205
 KG0205.The dynamic height is computed by dividing the NAVD 88
 KG0205.geopotential number by the normal gravity value computed on the
 KG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0205.degrees latitude (g = 980.6199 gals.).
 KG0205
 KG0205.The modeled gravity was interpolated from observed gravity values.
 KG0205
 KG0205;                    North         East    Units  Estimated Accuracy
 KG0205;SPC KS N     -   134,030.      345,200.      MT  (+/- 180 meters Scaled)
 KG0205
 KG0205                          SUPERSEDED SURVEY CONTROL
 KG0205
 KG0205  NGVD 29 (??/??/92)  464.684  (m)         1524.55   (f) ADJ UNCH    2 0
 KG0205
 KG0205.Superseded values are not recommended for survey control.
 KG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0205.See file dsdata.txt to determine how the superseded data were derived.
 KG0205
 KG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ311766(NAD 83)
 KG0205_MARKER: DB = BENCH MARK DISK
 KG0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0205_STAMPING: F 163 1934
 KG0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0205+STABILITY: SURFACE MOTION
 KG0205
 KG0205  HISTORY     - Date     Condition        Report By
 KG0205  HISTORY     - 1934     MONUMENTED       CGS
 KG0205  HISTORY     - 1941     GOOD             NGS
 KG0205
 KG0205                          STATION DESCRIPTION
 KG0205
 KG0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0205'3.5 MI SE FROM PORTIS.
 KG0205'3.5 MILES SOUTHEAST MISSOURI PACIFIC STATION AT PORT 1 POLE
 KG0205'EAST OF MILEAGE 544.15 AND 60 FEET WEST OF CROSSING, 45 FEET
 KG0205'SOUTH OF CENTERLINE OF MISSOURI PACIFIC RR. TRACK, 5 FEET WEST
 KG0205'OF FENCE CORNER.
 KG0205
 KG0205                          STATION RECOVERY (1941)
 KG0205
 KG0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KG0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0069 ***********************************************************************
 KG0069  DESIGNATION -  F 166
 KG0069  PID         -  KG0069
 KG0069  STATE/COUNTY-  KS/MITCHELL
 KG0069  USGS QUAD   -  BELOIT (1978)
 KG0069
 KG0069                         *CURRENT SURVEY CONTROL
 KG0069  ___________________________________________________________________
 KG0069* NAD 83(1986)-  39 27 31.     (N)    098 06 29.     (W)     SCALED    
 KG0069* NAVD 88     -       425.477  (meters)    1395.92   (feet)  ADJUSTED  
 KG0069  ___________________________________________________________________
 KG0069  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 KG0069  DYNAMIC HT  -         425.206 (meters)    1395.03  (feet)  COMP
 KG0069  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 KG0069
 KG0069  VERT ORDER  -  SECOND    CLASS 0
 KG0069
 KG0069.The horizontal coordinates were scaled from a topographic map and have
 KG0069.an estimated accuracy of +/- 6 seconds.
 KG0069
 KG0069.The orthometric height was determined by differential leveling
 KG0069.and adjusted by the National Geodetic Survey in June 1991..
 KG0069
 KG0069.The geoid height was determined by GEOID03.
 KG0069
 KG0069.The dynamic height is computed by dividing the NAVD 88
 KG0069.geopotential number by the normal gravity value computed on the
 KG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0069.degrees latitude (g = 980.6199 gals.).
 KG0069
 KG0069.The modeled gravity was interpolated from observed gravity values.
 KG0069
 KG0069;                    North         East    Units  Estimated Accuracy
 KG0069;SPC KS N     -   124,930.      390,700.      MT  (+/- 180 meters Scaled)
 KG0069
 KG0069                          SUPERSEDED SURVEY CONTROL
 KG0069
 KG0069  NGVD 29 (??/??/92)  425.317  (m)         1395.39   (f) ADJ UNCH    2 0
 KG0069
 KG0069.Superseded values are not recommended for survey control.
 KG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0069.See file dsdata.txt to determine how the superseded data were derived.
 KG0069
 KG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ767680(NAD 83)
 KG0069_MARKER: DB = BENCH MARK DISK
 KG0069_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KG0069_SP_SET: IN A WALL
 KG0069_STAMPING: F 166 1934
 KG0069_MARK LOGO: CGS   
 KG0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0069+STABILITY: SURFACE MOTION
 KG0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KG0069+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 KG0069
 KG0069  HISTORY     - Date     Condition        Report By
 KG0069  HISTORY     - 1934     MONUMENTED       CGS
 KG0069  HISTORY     - 1955     GOOD             NGS
 KG0069  HISTORY     - 1977     GOOD             KSDT
 KG0069  HISTORY     - 1987     GOOD             NOSAMC
 KG0069  HISTORY     - 19920821 GOOD             NGS
 KG0069  HISTORY     - 20031001 GOOD             NGS
 KG0069
 KG0069                          STATION DESCRIPTION
 KG0069
 KG0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0069'AT BELOIT.
 KG0069'AT BELOIT.  MITCHELL COUNTY, AT THE CENTER OF THE EAST SIDE OF
 KG0069'THE COUNTY COURTHOUSE, IN THE TOP OF THE NORTH CONCRETE WALL
 KG0069'OF THE ENTRANCE TO THE BASEMENT, 3 FEET EAST OF THE EAST WALL
 KG0069'OF THE BUILDING.  NOT SET VERTICALLY.  50 FEET NORTH AND 18 FEET
 KG0069'EAST OF THE SOUTHEAST CORNER OF THE BUILDING.  A STANDARD DISK,
 KG0069'STAMPED F 166 1934 AND SET VERTICALLY.
 KG0069
 KG0069                          STATION RECOVERY (1955)
 KG0069
 KG0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KG0069'RECOVERED IN GOOD CONDITION.
 KG0069
 KG0069                          STATION RECOVERY (1977)
 KG0069
 KG0069'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1977
 KG0069'RECOVERED IN GOOD CONDITION.
 KG0069
 KG0069                          STATION RECOVERY (1987)
 KG0069
 KG0069'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KG0069'RECOVERED IN GOOD CONDITION.
 KG0069
 KG0069                          STATION RECOVERY (1992)
 KG0069
 KG0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 KG0069'RECOVERED IN GOOD CONDITION.
 KG0069
 KG0069                          STATION RECOVERY (2003)
 KG0069
 KG0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KG0069'THIS IS GRAVITY BASE STATION 'BELOIT F 166'.  IT IS NOT SET
 KG0069'VERTICALLY.  BASEMENT ENTRANCE HAS BEEN RENOVATED, BUT MARK IS IN
 KG0069'ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0498 ***********************************************************************
 KF0498  DESIGNATION -  F 167
 KF0498  PID         -  KF0498
 KF0498  STATE/COUNTY-  KS/OTTAWA
 KF0498  USGS QUAD   -  BENNINGTON (1965)
 KF0498
 KF0498                         *CURRENT SURVEY CONTROL
 KF0498  ___________________________________________________________________
 KF0498* NAD 83(1986)-  39 00 20.     (N)    097 35 31.     (W)     SCALED    
 KF0498* NAVD 88     -       373.054  (meters)    1223.93   (feet)  ADJUSTED  
 KF0498  ___________________________________________________________________
 KF0498  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 KF0498  DYNAMIC HT  -         372.811 (meters)    1223.13  (feet)  COMP
 KF0498  MODELED GRAV-     979,964.9   (mgal)                       NAVD 88
 KF0498
 KF0498  VERT ORDER  -  SECOND    CLASS 0
 KF0498
 KF0498.The horizontal coordinates were scaled from a topographic map and have
 KF0498.an estimated accuracy of +/- 6 seconds.
 KF0498
 KF0498.The orthometric height was determined by differential leveling
 KF0498.and adjusted by the National Geodetic Survey in June 1991..
 KF0498
 KF0498.The geoid height was determined by GEOID03.
 KF0498
 KF0498.The dynamic height is computed by dividing the NAVD 88
 KF0498.geopotential number by the normal gravity value computed on the
 KF0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0498.degrees latitude (g = 980.6199 gals.).
 KF0498
 KF0498.The modeled gravity was interpolated from observed gravity values.
 KF0498
 KF0498;                    North         East    Units  Estimated Accuracy
 KF0498;SPC KS N     -    74,700.      435,340.      MT  (+/- 180 meters Scaled)
 KF0498
 KF0498                          SUPERSEDED SURVEY CONTROL
 KF0498
 KF0498  NGVD 29 (??/??/92)  372.954  (m)         1223.60   (f) ADJ UNCH    2 0
 KF0498
 KF0498.Superseded values are not recommended for survey control.
 KF0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0498.See file dsdata.txt to determine how the superseded data were derived.
 KF0498
 KF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ219183(NAD 83)
 KF0498_MARKER: DB = BENCH MARK DISK
 KF0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0498_SP_SET: CONCRETE RIM
 KF0498_STAMPING: F 167 1934
 KF0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0498
 KF0498  HISTORY     - Date     Condition        Report By
 KF0498  HISTORY     - 1934     MONUMENTED       CGS
 KF0498
 KF0498                          STATION DESCRIPTION
 KF0498
 KF0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0498'1.7 MI S FROM BENNINGTON.
 KF0498'1.7 MILES SOUTH ALONG U.S. HIGHWAY 81 FROM THE UNION PACIFIC
 KF0498'RAILROAD STATION AT BENNINGTON, OTTAWA COUNTY, AT THE LARGE
 KF0498'CONCRETE BRIDGE OVER SOLOMON RIVER, 25 FEET NORTH OF THE SOUTH
 KF0498'END OF THE BRIDGE, ON THE WEST SIDE OF THE BRIDGE, AT THE FOOT
 KF0498'OF THE CONCRETE GUARDRAIL, AND IN THE CONCRETE RIM.  A STANDARD
 KF0498'DISK, STAMPED F 167 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0094 ***********************************************************************
 KG0094  DESIGNATION -  F 168
 KG0094  PID         -  KG0094
 KG0094  STATE/COUNTY-  KS/LINCOLN
 KG0094  USGS QUAD   -  LINCOLN (1962)
 KG0094
 KG0094                         *CURRENT SURVEY CONTROL
 KG0094  ___________________________________________________________________
 KG0094* NAD 83(1986)-  39 02 14.     (N)    098 11 52.     (W)     SCALED    
 KG0094* NAVD 88     -       419.502  (meters)    1376.32   (feet)  ADJUSTED  
 KG0094  ___________________________________________________________________
 KG0094  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 KG0094  DYNAMIC HT  -         419.214 (meters)    1375.37  (feet)  COMP
 KG0094  MODELED GRAV-     979,927.2   (mgal)                       NAVD 88
 KG0094
 KG0094  VERT ORDER  -  SECOND    CLASS 0
 KG0094
 KG0094.The horizontal coordinates were scaled from a topographic map and have
 KG0094.an estimated accuracy of +/- 6 seconds.
 KG0094
 KG0094.The orthometric height was determined by differential leveling
 KG0094.and adjusted by the National Geodetic Survey in June 1991..
 KG0094
 KG0094.The geoid height was determined by GEOID03.
 KG0094
 KG0094.The dynamic height is computed by dividing the NAVD 88
 KG0094.geopotential number by the normal gravity value computed on the
 KG0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0094.degrees latitude (g = 980.6199 gals.).
 KG0094
 KG0094.The modeled gravity was interpolated from observed gravity values.
 KG0094
 KG0094;                    North         East    Units  Estimated Accuracy
 KG0094;SPC KS N     -    78,160.      382,880.      MT  (+/- 180 meters Scaled)
 KG0094
 KG0094                          SUPERSEDED SURVEY CONTROL
 KG0094
 KG0094  NGVD 29 (??/??/92)  419.345  (m)         1375.80   (f) ADJ UNCH    2 0
 KG0094
 KG0094.Superseded values are not recommended for survey control.
 KG0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0094.See file dsdata.txt to determine how the superseded data were derived.
 KG0094
 KG0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ694212(NAD 83)
 KG0094_MARKER: DB = BENCH MARK DISK
 KG0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0094_STAMPING: F 168 1934
 KG0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0094+STABILITY: SURFACE MOTION
 KG0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KG0094+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 KG0094
 KG0094  HISTORY     - Date     Condition        Report By
 KG0094  HISTORY     - 1934     MONUMENTED       CGS
 KG0094  HISTORY     - 1941     GOOD             NGS
 KG0094  HISTORY     - 20050126 GOOD             SKW
 KG0094
 KG0094                          STATION DESCRIPTION
 KG0094
 KG0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0094'2.1 MI W FROM LINCOLN.
 KG0094'2.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0094'AT LINCOLN, LINCOLN COUNTY, 6-1/2 POLES WEST OF MILEPOST 36,
 KG0094'120 FEET SOUTH OF THE SOUTH END OF A ROW OF LARGE COTTONWOOD
 KG0094'TREES, AT THE CROSSING OF A FARM ROAD LEADING TO A TWO-STORY
 KG0094'WHITE FARMHOUSE, 50 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 KG0094'IN LINE WITH A FENCE, AT THE EAST END OF A GATE, AND 5 FEET LOWER
 KG0094'THAN THE TRACK.  A STANDARD DISK, STAMPED F 168 1934 AND SET IN THE
 KG0094'TOP OF A CONCRETE POST.
 KG0094
 KG0094                          STATION RECOVERY (2005)
 KG0094
 KG0094'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 KG0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0199 ***********************************************************************
 KG0199  DESIGNATION -  F 169
 KG0199  PID         -  KG0199
 KG0199  STATE/COUNTY-  KS/SMITH
 KG0199  USGS QUAD   -  HARLAN (1961)
 KG0199
 KG0199                         *CURRENT SURVEY CONTROL
 KG0199  ___________________________________________________________________
 KG0199* NAD 83(1986)-  39 36 12.     (N)    098 46 00.     (W)     SCALED    
 KG0199* NAVD 88     -       480.635  (meters)    1576.88   (feet)  ADJUSTED  
 KG0199  ___________________________________________________________________
 KG0199  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 KG0199  DYNAMIC HT  -         480.326 (meters)    1575.87  (feet)  COMP
 KG0199  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 KG0199
 KG0199  VERT ORDER  -  SECOND    CLASS 0
 KG0199
 KG0199.The horizontal coordinates were scaled from a topographic map and have
 KG0199.an estimated accuracy of +/- 6 seconds.
 KG0199
 KG0199.The orthometric height was determined by differential leveling
 KG0199.and adjusted by the National Geodetic Survey in June 1991..
 KG0199
 KG0199.The geoid height was determined by GEOID03.
 KG0199
 KG0199.The dynamic height is computed by dividing the NAVD 88
 KG0199.geopotential number by the normal gravity value computed on the
 KG0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0199.degrees latitude (g = 980.6199 gals.).
 KG0199
 KG0199.The modeled gravity was interpolated from observed gravity values.
 KG0199
 KG0199;                    North         East    Units  Estimated Accuracy
 KG0199;SPC KS N     -   141,270.      334,160.      MT  (+/- 180 meters Scaled)
 KG0199
 KG0199                          SUPERSEDED SURVEY CONTROL
 KG0199
 KG0199  NGVD 29 (??/??/92)  480.432  (m)         1576.22   (f) ADJ UNCH    2 0
 KG0199
 KG0199.Superseded values are not recommended for survey control.
 KG0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0199.See file dsdata.txt to determine how the superseded data were derived.
 KG0199
 KG0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ200837(NAD 83)
 KG0199_MARKER: DB = BENCH MARK DISK
 KG0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0199_STAMPING: F 169 1934
 KG0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0199+STABILITY: SURFACE MOTION
 KG0199
 KG0199  HISTORY     - Date     Condition        Report By
 KG0199  HISTORY     - 1934     MONUMENTED       CGS
 KG0199  HISTORY     - 1960     GOOD             NGS
 KG0199
 KG0199                          STATION DESCRIPTION
 KG0199
 KG0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KG0199'AT HARLAN.
 KG0199'AT HARLAN, SMITH COUNTY.  T. 5 S., R. 13 W., NEAR THE S 1/16
 KG0199'COR. BETWEEN SECS. 22 AND 23.  223 FT. S. AND 29 FT. W. OF U.S.
 KG0199'HWY. 281 AT CROSSROADS, 150 FT. N. OF CENTER LINE OF TRACK,
 KG0199'45 FT. N. OF OLD STATE HWY. 9, 6 FT. N. AND 6 FT. W. OF TELEPHONE
 KG0199'POLE, IN CONC. POST, A STD. TABLET STAMPED F 169 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0548 ***********************************************************************
 HE0548  DESIGNATION -  F 17
 HE0548  PID         -  HE0548
 HE0548  STATE/COUNTY-  KS/LABETTE
 HE0548  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0548
 HE0548                         *CURRENT SURVEY CONTROL
 HE0548  ___________________________________________________________________
 HE0548* NAD 83(1986)-  37 05 23.     (N)    095 30 11.     (W)     SCALED    
 HE0548* NAVD 88     -       230.127  (meters)     755.01   (feet)  ADJUSTED  
 HE0548  ___________________________________________________________________
 HE0548  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 HE0548  DYNAMIC HT  -         229.945 (meters)     754.41  (feet)  COMP
 HE0548  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 HE0548
 HE0548  VERT ORDER  -  FIRST     CLASS II
 HE0548
 HE0548.The horizontal coordinates were scaled from a topographic map and have
 HE0548.an estimated accuracy of +/- 6 seconds.
 HE0548
 HE0548.The orthometric height was determined by differential leveling
 HE0548.and adjusted by the National Geodetic Survey in June 1991..
 HE0548
 HE0548.The geoid height was determined by GEOID03.
 HE0548
 HE0548.The dynamic height is computed by dividing the NAVD 88
 HE0548.geopotential number by the normal gravity value computed on the
 HE0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0548.degrees latitude (g = 980.6199 gals.).
 HE0548
 HE0548.The modeled gravity was interpolated from observed gravity values.
 HE0548
 HE0548;                    North         East    Units  Estimated Accuracy
 HE0548;SPC KS S     -   451,240.      666,410.      MT  (+/- 180 meters Scaled)
 HE0548
 HE0548                          SUPERSEDED SURVEY CONTROL
 HE0548
 HE0548  NGVD 29 (??/??/92)  229.994  (m)          754.57   (f) ADJ UNCH    1 2
 HE0548
 HE0548.Superseded values are not recommended for survey control.
 HE0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0548.See file dsdata.txt to determine how the superseded data were derived.
 HE0548
 HE0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB775077(NAD 83)
 HE0548_MARKER: DB = BENCH MARK DISK
 HE0548_SETTING: 0 = UNSPECIFIED SETTING
 HE0548_STAMPING: F-17-1933
 HE0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0548
 HE0548  HISTORY     - Date     Condition        Report By
 HE0548  HISTORY     - 1933     MONUMENTED       CGS
 HE0548  HISTORY     - 1980     MARK NOT FOUND   NGS
 HE0548  HISTORY     - 1980     MARK NOT FOUND   NGS
 HE0548
 HE0548                          STATION DESCRIPTION
 HE0548
 HE0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0548'3.4 MI SW FROM ANGOLA.
 HE0548'3.4 MILES S/W OF ON M.K.T.R.R. .2 OF MILE NORTH OF BRIDGE
 HE0548'160.7 ACROSS THIRD PUMPKIN CREEK, 30 FT NORTH OF ROAD, 75 FT
 HE0548'N/E OF GAS METER HOUSE.
 HE0548
 HE0548                          STATION RECOVERY (1980)
 HE0548
 HE0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0548'MARK NOT FOUND.
 HE0548
 HE0548                          STATION RECOVERY (1980)
 HE0548
 HE0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0023 ***********************************************************************
 KG0023  DESIGNATION -  F 171
 KG0023  PID         -  KG0023
 KG0023  STATE/COUNTY-  KS/JEWELL
 KG0023  USGS QUAD   -  NORTH BRANCH (1969)
 KG0023
 KG0023                         *CURRENT SURVEY CONTROL
 KG0023  ___________________________________________________________________
 KG0023* NAD 83(1986)-  39 54 28.     (N)    098 18 21.     (W)     SCALED    
 KG0023* NAVD 88     -       543.022  (meters)    1781.56   (feet)  ADJUSTED  
 KG0023  ___________________________________________________________________
 KG0023  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 KG0023  DYNAMIC HT  -         542.693 (meters)    1780.49  (feet)  COMP
 KG0023  MODELED GRAV-     980,001.6   (mgal)                       NAVD 88
 KG0023
 KG0023  VERT ORDER  -  SECOND    CLASS 0
 KG0023
 KG0023.The horizontal coordinates were scaled from a topographic map and have
 KG0023.an estimated accuracy of +/- 6 seconds.
 KG0023
 KG0023.The orthometric height was determined by differential leveling
 KG0023.and adjusted by the National Geodetic Survey in June 1991..
 KG0023
 KG0023.The geoid height was determined by GEOID03.
 KG0023
 KG0023.The dynamic height is computed by dividing the NAVD 88
 KG0023.geopotential number by the normal gravity value computed on the
 KG0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0023.degrees latitude (g = 980.6199 gals.).
 KG0023
 KG0023.The modeled gravity was interpolated from observed gravity values.
 KG0023
 KG0023;                    North         East    Units  Estimated Accuracy
 KG0023;SPC KS N     -   174,830.      373,850.      MT  (+/- 180 meters Scaled)
 KG0023
 KG0023                          SUPERSEDED SURVEY CONTROL
 KG0023
 KG0023  NGVD 29 (??/??/92)  542.821  (m)         1780.91   (f) ADJ UNCH    2 0
 KG0023
 KG0023.Superseded values are not recommended for survey control.
 KG0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0023.See file dsdata.txt to determine how the superseded data were derived.
 KG0023
 KG0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK593177(NAD 83)
 KG0023_MARKER: DD = SURVEY DISK
 KG0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0023_STAMPING: F 171 1934
 KG0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0023+STABILITY: SURFACE MOTION
 KG0023
 KG0023  HISTORY     - Date     Condition        Report By
 KG0023  HISTORY     - 1934     MONUMENTED       KSGS
 KG0023  HISTORY     - 1959     GOOD             NGS
 KG0023
 KG0023                          STATION DESCRIPTION
 KG0023
 KG0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KG0023'2.8 MI N FROM BURR OAK.
 KG0023'2.8 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE CITY WATER TOWER
 KG0023'AT BURR OAK, JEWELL COUNTY, AT THE SOUTH END OF A CUT, NEAR
 KG0023'THE TOP OF A HILL, 60 FEET WEST OF THE CENTER LINE OF THE
 KG0023'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED F 171 1934 AND
 KG0023'SET IN THE TOP OF A CONCRETE POST.  NOTE-- 2 FT S OF COR POST
 KG0023'OF FENCE S AND W 4 FT E OF W ROW FENCE, 46 FT W OF CENTERLINE
 KG0023'HWY 28 9 FT S OF CENTERLINE T-FIELD RD W, NEAR A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0263 ***********************************************************************
 HE0263  DESIGNATION -  F 18
 HE0263  PID         -  HE0263
 HE0263  STATE/COUNTY-  KS/CHEROKEE
 HE0263  USGS QUAD   -  CRESTLINE (1978)
 HE0263
 HE0263                         *CURRENT SURVEY CONTROL
 HE0263  ___________________________________________________________________
 HE0263* NAD 83(1986)-  37 10 14.     (N)    094 44 29.     (W)     SCALED    
 HE0263* NAVD 88     -       279.111  (meters)     915.72   (feet)  ADJUSTED  
 HE0263  ___________________________________________________________________
 HE0263  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HE0263  DYNAMIC HT  -         278.888 (meters)     914.99  (feet)  COMP
 HE0263  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 HE0263
 HE0263  VERT ORDER  -  FIRST     CLASS II
 HE0263
 HE0263.The horizontal coordinates were scaled from a topographic map and have
 HE0263.an estimated accuracy of +/- 6 seconds.
 HE0263
 HE0263.The orthometric height was determined by differential leveling
 HE0263.and adjusted by the National Geodetic Survey in June 1991..
 HE0263
 HE0263.The geoid height was determined by GEOID03.
 HE0263
 HE0263.The dynamic height is computed by dividing the NAVD 88
 HE0263.geopotential number by the normal gravity value computed on the
 HE0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0263.degrees latitude (g = 980.6199 gals.).
 HE0263
 HE0263.The modeled gravity was interpolated from observed gravity values.
 HE0263
 HE0263;                    North         East    Units  Estimated Accuracy
 HE0263;SPC KS S     -   462,650.      733,730.      MT  (+/- 180 meters Scaled)
 HE0263
 HE0263                          SUPERSEDED SURVEY CONTROL
 HE0263
 HE0263  NGVD 29 (??/??/92)  279.006  (m)          915.37   (f) ADJ UNCH    1 2
 HE0263
 HE0263.Superseded values are not recommended for survey control.
 HE0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0263.See file dsdata.txt to determine how the superseded data were derived.
 HE0263
 HE0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB453152(NAD 83)
 HE0263_MARKER: DB = BENCH MARK DISK
 HE0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0263_STAMPING: F 18 1933
 HE0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0263+STABILITY: SURFACE MOTION
 HE0263
 HE0263  HISTORY     - Date     Condition        Report By
 HE0263  HISTORY     - 1933     MONUMENTED       CGS
 HE0263  HISTORY     - 1944     GOOD             NGS
 HE0263
 HE0263                          STATION DESCRIPTION
 HE0263
 HE0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0263'5.5 MI E FROM COLUMBUS.
 HE0263'5.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0263'COLUMBUS, CHEROKEE COUNTY, 5 POLES WEST OF MILEPOST 338, 5-1/2
 HE0263'RAILS WEST OF THE CENTER OF A GRADE CROSSING, 4-1/2 RAILS WEST
 HE0263'OF A CATTLE GUARD, AND 3 FEET SOUTH OF A FENCE.  A STANDARD DISK
 HE0263'SET IN THE TOP OF A CONCRETE POST.  NOTE-- 45 FEET NORTH OF THE
 HE0263'CENTERLINE OF THE FRISCO TRACK.
 HE0263
 HE0263                          STATION RECOVERY (1944)
 HE0263
 HE0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HE0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0517 ***********************************************************************
 HG0517  DESIGNATION -  F 180 RESET
 HG0517  PID         -  HG0517
 HG0517  STATE/COUNTY-  KS/CLARK
 HG0517  USGS QUAD   -  ASHLAND NW (1972)
 HG0517
 HG0517                         *CURRENT SURVEY CONTROL
 HG0517  ___________________________________________________________________
 HG0517* NAD 83(1986)-  37 08 19.     (N)    099 58 52.     (W)     SCALED    
 HG0517* NAVD 88     -       616.40   (meters)    2022.3    (feet)  RESET     
 HG0517  ___________________________________________________________________
 HG0517  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 HG0517
 HG0517  VERT ORDER  -  THIRD
 HG0517
 HG0517.The horizontal coordinates were scaled from a topographic map and have
 HG0517.an estimated accuracy of +/- 6 seconds.
 HG0517
 HG0517.The orthometric height was computed from unverified reset data.
 HG0517
 HG0517.The geoid height was determined by GEOID03.
 HG0517
 HG0517;                    North         East    Units  Estimated Accuracy
 HG0517;SPC KS S     -   453,430.      268,410.      MT  (+/- 180 meters Scaled)
 HG0517
 HG0517                          SUPERSEDED SURVEY CONTROL
 HG0517
 HG0517.No superseded survey control is available for this station.
 HG0517
 HG0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG128107(NAD 83)
 HG0517_MARKER: DB = BENCH MARK DISK
 HG0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0517_STAMPING: F 180 RESET 1963
 HG0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0517+STABILITY: SURFACE MOTION
 HG0517
 HG0517  HISTORY     - Date     Condition        Report By
 HG0517  HISTORY     - 1963     MONUMENTED       KSHC
 HG0517
 HG0517                          STATION DESCRIPTION
 HG0517
 HG0517'DESCRIBED BY KS HIGHWAY COMM 1963
 HG0517'7.7 MI N FROM ENGLEWOOD.
 HG0517'7.6 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE ATCHISON, TOPEKA,
 HG0517'AND SANTA FE RAILWAY STATION AT ENGLEWOOD, CLARK COUNTY, 0.1
 HG0517'MILE NORTH OF THE INTERSECTION OF A SECTION-LINE ROAD LEADING
 HG0517'EAST AND A DRIVEWAY LEADING WEST TO A FARMHOUSE, 108.60 FEET
 HG0517'WEST OF THE CENTERLINE STATION 414+00 PROJECT 283-13-F021-1
 HG0517'(9) AND IN N-S FENCE, ALONG EAST SIDE OF A SHELTER BELT, AND
 HG0517'SET IN THE TOP OF A RECTANGULAR CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0452 ***********************************************************************
 HG0452  DESIGNATION -  F 181
 HG0452  PID         -  HG0452
 HG0452  STATE/COUNTY-  KS/COMANCHE
 HG0452  USGS QUAD   -  COLDWATER (1979)
 HG0452
 HG0452                         *CURRENT SURVEY CONTROL
 HG0452  ___________________________________________________________________
 HG0452* NAD 83(1986)-  37 22 02.     (N)    099 19 37.     (W)     SCALED    
 HG0452* NAVD 88     -       667.921  (meters)    2191.34   (feet)  ADJUSTED  
 HG0452  ___________________________________________________________________
 HG0452  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 HG0452  DYNAMIC HT  -         667.333 (meters)    2189.41  (feet)  COMP
 HG0452  MODELED GRAV-     979,727.4   (mgal)                       NAVD 88
 HG0452
 HG0452  VERT ORDER  -  SECOND    CLASS 0
 HG0452
 HG0452.The horizontal coordinates were scaled from a topographic map and have
 HG0452.an estimated accuracy of +/- 6 seconds.
 HG0452
 HG0452.The orthometric height was determined by differential leveling
 HG0452.and adjusted by the National Geodetic Survey in June 1991..
 HG0452
 HG0452.The geoid height was determined by GEOID03.
 HG0452
 HG0452.The dynamic height is computed by dividing the NAVD 88
 HG0452.geopotential number by the normal gravity value computed on the
 HG0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0452.degrees latitude (g = 980.6199 gals.).
 HG0452
 HG0452.The modeled gravity was interpolated from observed gravity values.
 HG0452
 HG0452;                    North         East    Units  Estimated Accuracy
 HG0452;SPC KS S     -   478,080.      326,750.      MT  (+/- 180 meters Scaled)
 HG0452
 HG0452                          SUPERSEDED SURVEY CONTROL
 HG0452
 HG0452  NGVD 29 (??/??/92)  667.638  (m)         2190.41   (f) ADJ UNCH    2 0
 HG0452
 HG0452.Superseded values are not recommended for survey control.
 HG0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0452.See file dsdata.txt to determine how the superseded data were derived.
 HG0452
 HG0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG710356(NAD 83)
 HG0452_MARKER: DB = BENCH MARK DISK
 HG0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0452_SP_SET: CULVERT
 HG0452_STAMPING: F-181 1934
 HG0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0452
 HG0452  HISTORY     - Date     Condition        Report By
 HG0452  HISTORY     - 1934     MONUMENTED       CGS
 HG0452
 HG0452                          STATION DESCRIPTION
 HG0452
 HG0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0452'7 MI N FROM COLDWATER.
 HG0452'7.0 MILES NORTH OF COLDWATER A.T. AND SF. RR. STATION 108 FEET
 HG0452'SOUTH OF SECTION LINE ROAD, 18 FEET EAST OF CENTER LINE OF STATE
 HG0452'HIGHWAY 1, SET ON SOUTH END OF EAST HEAD WALL OF HIGHWAY CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0507 ***********************************************************************
 HG0507  DESIGNATION -  F 182
 HG0507  PID         -  HG0507
 HG0507  STATE/COUNTY-  KS/CLARK
 HG0507  USGS QUAD   -  SUGARLOAF (1979)
 HG0507
 HG0507                         *CURRENT SURVEY CONTROL
 HG0507  ___________________________________________________________________
 HG0507* NAD 83(1997)-  37 11 31.80139(N)    099 33 41.18615(W)     ADJUSTED  
 HG0507* NAVD 88     -       560.399  (meters)    1838.58   (feet)  ADJUSTED  
 HG0507  ___________________________________________________________________
 HG0507  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HG0507  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 HG0507  DYNAMIC HT  -         559.902 (meters)    1836.95  (feet)  COMP
 HG0507  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 HG0507
 HG0507  HORZ ORDER  -  SECOND
 HG0507  VERT ORDER  -  SECOND    CLASS 0
 HG0507
 HG0507.The horizontal coordinates were established by classical geodetic methods
 HG0507.and adjusted by the National Geodetic Survey in October 1998..
 HG0507
 HG0507.The orthometric height was determined by differential leveling
 HG0507.and adjusted by the National Geodetic Survey in June 1991..
 HG0507
 HG0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0507
 HG0507.The geoid height was determined by GEOID03.
 HG0507
 HG0507.The dynamic height is computed by dividing the NAVD 88
 HG0507.geopotential number by the normal gravity value computed on the
 HG0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0507.degrees latitude (g = 980.6199 gals.).
 HG0507
 HG0507.The modeled gravity was interpolated from observed gravity values.
 HG0507
 HG0507;                    North         East     Units Scale Factor Converg.
 HG0507;SPC KS S     -   458,859.618   305,758.274   MT  1.00001548   -0 39 08.2
 HG0507;UTM  14      - 4,116,338.013   450,171.003   MT  0.99963059   -0 20 21.8
 HG0507
 HG0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0507!SPC KS S     -   0.99991639  x   1.00001548  =   0.99993186
 HG0507!UTM  14      -   0.99991639  x   0.99963059  =   0.99954701
 HG0507
 HG0507                          SUPERSEDED SURVEY CONTROL
 HG0507
 HG0507  NAD 83(1997)-  37 11 31.80802(N)    099 33 41.18668(W) AD(       ) 2
 HG0507  NAD 83(1986)-  37 11 31.80127(N)    099 33 41.18156(W) AD(       ) 2
 HG0507  NAD 27      -  37 11 31.70792(N)    099 33 39.74165(W) AD(       ) 2
 HG0507  NGVD 29 (??/??/92)  560.134  (m)         1837.71   (f) ADJ UNCH    2 0
 HG0507
 HG0507.Superseded values are not recommended for survey control.
 HG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0507.See file dsdata.txt to determine how the superseded data were derived.
 HG0507
 HG0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5017116338(NAD 83)
 HG0507_MARKER: DB = BENCH MARK DISK
 HG0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HG0507_SP_SET: BRIDGE
 HG0507_STAMPING: F 182 1934
 HG0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0507
 HG0507  HISTORY     - Date     Condition        Report By
 HG0507  HISTORY     - 1970     MONUMENTED       NGS
 HG0507  HISTORY     - 1970     GOOD             NGS
 HG0507
 HG0507                          STATION DESCRIPTION
 HG0507
 HG0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0507'TO REACH FROM THE INTERSECTION OF US HIGHWAYS 183, 160 AND STATE
 HG0507'HIGHWAY 162 AT THE SOUTH EDGE OF PROTECTION, GO WEST ON US HIGHWAYS
 HG0507'183 AND 160 FOR 3.95 MILES TO A RAILROAD CROSSING, CONTINUE WEST ON
 HG0507'THE HIGHWAY FOR 0.3 MILE TO THE EAST END OF THE EAST ONE OF TWO
 HG0507'CONCRETE BRIDGES AND BENCH MARK F 182 1934 ON THE LEFT.
 HG0507'
 HG0507'BENCH MARK F 182 IS A STANDARD BENCH MARK DISK, STAMPED F 182 1934,
 HG0507'CEMENTED IN A DRILL HOLE IN THE EAST END OF THE SOUTH BRIDGE
 HG0507'ABUTMENT. IT IS 15.5 FEET SOUTH OF THE CENTER OF US HIGHWAY 160 AND
 HG0507'2.6 FEET WEST OF THE EAST END OF THE ABUTMENT.  A GEODIMETER
 HG0507'TRAVERSE WAS MADE FROM STATION SUGAR 1964 TO BENCH MARK F 182 1934.
 HG0507'
 HG0507'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HG0507'
 HG0507'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 HG0507'SOUTHWEST OF PROTECTION.
 HG0507
 HG0507                          STATION RECOVERY (1970)
 HG0507
 HG0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HG0507'4.2 MI W FROM PROTECTION.
 HG0507'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 183, 160 AND STATE
 HG0507'HIGHWAY 162 IN THE SOUTH EDGE OF PROTECTION GO WEST ON U.S.
 HG0507'HIGHWAY 160 AND 183 FOR 4.25 MILES TO THE MARK ON THE LEFT.
 HG0507'IT IS 15.5 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 2.6
 HG0507'FEET WEST OF THE EAST END OF THE BRIDGE ABUTMENT.  NOTE-- THIS
 HG0507'MARK WILL SERVE FOR AN ADDITIONAL AZIMUTH MARK FOR STATION SUGAR
 HG0507'1964
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0247 ***********************************************************************
 HG0247  DESIGNATION -  F 183
 HG0247  PID         -  HG0247
 HG0247  STATE/COUNTY-  KS/BARBER
 HG0247  USGS QUAD   -  SUN CITY SW (1968)
 HG0247
 HG0247                         *CURRENT SURVEY CONTROL
 HG0247  ___________________________________________________________________
 HG0247* NAD 83(1986)-  37 22 03.     (N)    098 52 57.     (W)     SCALED    
 HG0247* NAVD 88     -       503.465  (meters)    1651.78   (feet)  ADJUSTED  
 HG0247  ___________________________________________________________________
 HG0247  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 HG0247  DYNAMIC HT  -         503.034 (meters)    1650.37  (feet)  COMP
 HG0247  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 HG0247
 HG0247  VERT ORDER  -  SECOND    CLASS 0
 HG0247
 HG0247.The horizontal coordinates were scaled from a topographic map and have
 HG0247.an estimated accuracy of +/- 6 seconds.
 HG0247
 HG0247.The orthometric height was determined by differential leveling
 HG0247.and adjusted by the National Geodetic Survey in June 1991..
 HG0247
 HG0247.The geoid height was determined by GEOID03.
 HG0247
 HG0247.The dynamic height is computed by dividing the NAVD 88
 HG0247.geopotential number by the normal gravity value computed on the
 HG0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0247.degrees latitude (g = 980.6199 gals.).
 HG0247
 HG0247.The modeled gravity was interpolated from observed gravity values.
 HG0247
 HG0247;                    North         East    Units  Estimated Accuracy
 HG0247;SPC KS S     -   477,850.      366,120.      MT  (+/- 180 meters Scaled)
 HG0247
 HG0247                          SUPERSEDED SURVEY CONTROL
 HG0247
 HG0247  NGVD 29 (??/??/92)  503.232  (m)         1651.02   (f) ADJ UNCH    2 0
 HG0247
 HG0247.Superseded values are not recommended for survey control.
 HG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0247.See file dsdata.txt to determine how the superseded data were derived.
 HG0247
 HG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG104356(NAD 83)
 HG0247_MARKER: DB = BENCH MARK DISK
 HG0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0247_STAMPING: F 183 1934
 HG0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0247+STABILITY: SURFACE MOTION
 HG0247
 HG0247  HISTORY     - Date     Condition        Report By
 HG0247  HISTORY     - 1934     MONUMENTED       CGS
 HG0247  HISTORY     - 1940     GOOD             NGS
 HG0247
 HG0247                          STATION DESCRIPTION
 HG0247
 HG0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0247'2 MI W FROM SUN CITY.
 HG0247'2.0 MILES SE FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA,
 HG0247'AND SANTA FE RR.  0.6 MILE EAST OF MILE POST NO. 38.  42 FEET
 HG0247'NORTH OF NEAREST RAIL.  52 FEET WEST OF CENTERLINE OF GATE IN
 HG0247'NORTH PROPERTY FENCE LINE.  A ROAD PASSES THROUGH THIS GATE TO A
 HG0247'FARM YARD.  35 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 HG0247'NO. 160.  ON THE INSIDE OF PROPERTY FENCE LINE.  2.5 FEET SOUTH
 HG0247'OF 4X4 INCH WOODEN POST PROJECTING 2.0 FEET, AND PAINTED WHITE.
 HG0247'STD. DISK BM IN CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0275 ***********************************************************************
 HG0275  DESIGNATION -  F 184
 HG0275  PID         -  HG0275
 HG0275  STATE/COUNTY-  KS/BARBER
 HG0275  USGS QUAD   -  GERLANE (1973)
 HG0275
 HG0275                         *CURRENT SURVEY CONTROL
 HG0275  ___________________________________________________________________
 HG0275* NAD 83(1986)-  37 08 17.     (N)    098 32 57.     (W)     SCALED    
 HG0275* NAVD 88     -       430.392  (meters)    1412.04   (feet)  ADJUSTED  
 HG0275  ___________________________________________________________________
 HG0275  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HG0275  DYNAMIC HT  -         430.022 (meters)    1410.83  (feet)  COMP
 HG0275  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 HG0275
 HG0275  VERT ORDER  -  SECOND    CLASS 0
 HG0275
 HG0275.The horizontal coordinates were scaled from a topographic map and have
 HG0275.an estimated accuracy of +/- 6 seconds.
 HG0275
 HG0275.The orthometric height was determined by differential leveling
 HG0275.and adjusted by the National Geodetic Survey in June 1991..
 HG0275
 HG0275.The geoid height was determined by GEOID03.
 HG0275
 HG0275.The dynamic height is computed by dividing the NAVD 88
 HG0275.geopotential number by the normal gravity value computed on the
 HG0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0275.degrees latitude (g = 980.6199 gals.).
 HG0275
 HG0275.The modeled gravity was interpolated from observed gravity values.
 HG0275
 HG0275;                    North         East    Units  Estimated Accuracy
 HG0275;SPC KS S     -   452,320.      395,630.      MT  (+/- 180 meters Scaled)
 HG0275
 HG0275                          SUPERSEDED SURVEY CONTROL
 HG0275
 HG0275  NGVD 29 (??/??/92)  430.198  (m)         1411.41   (f) ADJ UNCH    2 0
 HG0275
 HG0275.Superseded values are not recommended for survey control.
 HG0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0275.See file dsdata.txt to determine how the superseded data were derived.
 HG0275
 HG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG400102(NAD 83)
 HG0275_MARKER: DB = BENCH MARK DISK
 HG0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0275_STAMPING: F 184 1934
 HG0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0275+STABILITY: SURFACE MOTION
 HG0275
 HG0275  HISTORY     - Date     Condition        Report By
 HG0275  HISTORY     - 1934     MONUMENTED       CGS
 HG0275
 HG0275                          STATION DESCRIPTION
 HG0275
 HG0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0275'11.5 MI NW FROM KIOWA.
 HG0275'11.5 MILES NORTHWEST OF KIOWA A.T. AND S.F. STATION, 35 FEET
 HG0275'WEST OF THE CENTERLINE OF KANSAS STATE HIGHWAY 8 AND 30 FEET
 HG0275'SOUTH OF THE CENTERLINE OF SECTION LINE ROAD TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0131 ***********************************************************************
 HG0131  DESIGNATION -  F 185
 HG0131  PID         -  HG0131
 HG0131  STATE/COUNTY-  KS/HARPER
 HG0131  USGS QUAD   -  CRISFIELD (1972)
 HG0131
 HG0131                         *CURRENT SURVEY CONTROL
 HG0131  ___________________________________________________________________
 HG0131* NAD 83(1986)-  37 10 19.     (N)    098 18 41.     (W)     SCALED    
 HG0131* NAVD 88     -       412.904  (meters)    1354.67   (feet)  ADJUSTED  
 HG0131  ___________________________________________________________________
 HG0131  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 HG0131  DYNAMIC HT  -         412.555 (meters)    1353.52  (feet)  COMP
 HG0131  MODELED GRAV-     979,772.0   (mgal)                       NAVD 88
 HG0131
 HG0131  VERT ORDER  -  SECOND    CLASS 0
 HG0131
 HG0131.The horizontal coordinates were scaled from a topographic map and have
 HG0131.an estimated accuracy of +/- 6 seconds.
 HG0131
 HG0131.The orthometric height was determined by differential leveling
 HG0131.and adjusted by the National Geodetic Survey in June 1991..
 HG0131
 HG0131.The geoid height was determined by GEOID03.
 HG0131
 HG0131.The dynamic height is computed by dividing the NAVD 88
 HG0131.geopotential number by the normal gravity value computed on the
 HG0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0131.degrees latitude (g = 980.6199 gals.).
 HG0131
 HG0131.The modeled gravity was interpolated from observed gravity values.
 HG0131
 HG0131;                    North         East    Units  Estimated Accuracy
 HG0131;SPC KS S     -   456,100.      416,750.      MT  (+/- 180 meters Scaled)
 HG0131
 HG0131                          SUPERSEDED SURVEY CONTROL
 HG0131
 HG0131  NGVD 29 (??/??/92)  412.744  (m)         1354.14   (f) ADJ UNCH    2 0
 HG0131
 HG0131.Superseded values are not recommended for survey control.
 HG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0131.See file dsdata.txt to determine how the superseded data were derived.
 HG0131
 HG0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG611141(NAD 83)
 HG0131_MARKER: DB = BENCH MARK DISK
 HG0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0131_STAMPING: F 185 1934
 HG0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0131+STABILITY: SURFACE MOTION
 HG0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0131+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 HG0131
 HG0131  HISTORY     - Date     Condition        Report By
 HG0131  HISTORY     - 1934     MONUMENTED       CGS
 HG0131  HISTORY     - 1940     GOOD             NGS
 HG0131  HISTORY     - 1972     MARK NOT FOUND   USGS
 HG0131  HISTORY     - 20060415 GOOD             INDIV
 HG0131
 HG0131                          STATION DESCRIPTION
 HG0131
 HG0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0131'AT CRISFIELD.
 HG0131'AT CRISFIELD, HARPER COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 HG0131'FE RAILWAY, 175 FEET SOUTHWEST OF THE STATION, 100 FEET EAST OF A
 HG0131'GRAIN ELEVATOR, AND 30 FEET WEST OF THE NEAR RAIL.  A STANDARD
 HG0131'DISK, STAMPED F 185 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0131
 HG0131                          STATION RECOVERY (1972)
 HG0131
 HG0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HG0131'MARK NOT FOUND.
 HG0131
 HG0131                          STATION RECOVERY (2006)
 HG0131
 HG0131'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JBP)
 HG0131'FOUND IN GOOD CONDITION, BUT WILL SOON BE BURIED BY NEW RR
 HG0131'CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0039 ***********************************************************************
 JH0039  DESIGNATION -  F 190
 JH0039  PID         -  JH0039
 JH0039  STATE/COUNTY-  KS/HODGEMAN
 JH0039  USGS QUAD   -  HORSE THIEF CANYON (1970)
 JH0039
 JH0039                         *CURRENT SURVEY CONTROL
 JH0039  ___________________________________________________________________
 JH0039* NAD 83(1986)-  38 04 21.     (N)    100 05 09.     (W)     SCALED    
 JH0039* NAVD 88     -       774.266  (meters)    2540.24   (feet)  ADJUSTED  
 JH0039  ___________________________________________________________________
 JH0039  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 JH0039  DYNAMIC HT  -         773.621 (meters)    2538.12  (feet)  COMP
 JH0039  MODELED GRAV-     979,769.9   (mgal)                       NAVD 88
 JH0039
 JH0039  VERT ORDER  -  SECOND    CLASS 0
 JH0039
 JH0039.The horizontal coordinates were scaled from a topographic map and have
 JH0039.an estimated accuracy of +/- 6 seconds.
 JH0039
 JH0039.The orthometric height was determined by differential leveling
 JH0039.and adjusted by the National Geodetic Survey in June 1991..
 JH0039
 JH0039.The geoid height was determined by GEOID03.
 JH0039
 JH0039.The dynamic height is computed by dividing the NAVD 88
 JH0039.geopotential number by the normal gravity value computed on the
 JH0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0039.degrees latitude (g = 980.6199 gals.).
 JH0039
 JH0039.The modeled gravity was interpolated from observed gravity values.
 JH0039
 JH0039;                    North         East    Units  Estimated Accuracy
 JH0039;SPC KS S     -   557,210.      260,870.      MT  (+/- 180 meters Scaled)
 JH0039
 JH0039                          SUPERSEDED SURVEY CONTROL
 JH0039
 JH0039  NGVD 29 (??/??/92)  773.995  (m)         2539.35   (f) ADJ UNCH    2 0
 JH0039
 JH0039.Superseded values are not recommended for survey control.
 JH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0039.See file dsdata.txt to determine how the superseded data were derived.
 JH0039
 JH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH047144(NAD 83)
 JH0039_MARKER: DB = BENCH MARK DISK
 JH0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0039_STAMPING: F-190 1934
 JH0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0039+STABILITY: SURFACE MOTION
 JH0039
 JH0039  HISTORY     - Date     Condition        Report By
 JH0039  HISTORY     - 1934     MONUMENTED       CGS
 JH0039  HISTORY     - 1965     MARK NOT FOUND   USGS
 JH0039
 JH0039                          STATION DESCRIPTION
 JH0039
 JH0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0039'11.3 MI E FROM KALVESTA.
 JH0039'11.3 MILES EAST OF POST OFFICE AT KALVESTA 55 FEET SOUTH OF
 JH0039'CENTERLINE OF U.S. HIGHWAY 50-N.
 JH0039
 JH0039                          STATION RECOVERY (1965)
 JH0039
 JH0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JH0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0121 ***********************************************************************
 HH0121  DESIGNATION -  F 191
 HH0121  PID         -  HH0121
 HH0121  STATE/COUNTY-  KS/HASKELL
 HH0121  USGS QUAD   -  SUBLETTE (1977)
 HH0121
 HH0121                         *CURRENT SURVEY CONTROL
 HH0121  ___________________________________________________________________
 HH0121* NAD 83(1986)-  37 29 05.     (N)    100 50 29.     (W)     SCALED    
 HH0121* NAVD 88     -       886.705  (meters)    2909.13   (feet)  ADJUSTED  
 HH0121  ___________________________________________________________________
 HH0121  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 HH0121  DYNAMIC HT  -         885.871 (meters)    2906.40  (feet)  COMP
 HH0121  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 HH0121
 HH0121  VERT ORDER  -  SECOND    CLASS 0
 HH0121
 HH0121.The horizontal coordinates were scaled from a topographic map and have
 HH0121.an estimated accuracy of +/- 6 seconds.
 HH0121
 HH0121.The orthometric height was determined by differential leveling
 HH0121.and adjusted by the National Geodetic Survey in June 1991..
 HH0121
 HH0121.The geoid height was determined by GEOID03.
 HH0121
 HH0121.The dynamic height is computed by dividing the NAVD 88
 HH0121.geopotential number by the normal gravity value computed on the
 HH0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0121.degrees latitude (g = 980.6199 gals.).
 HH0121
 HH0121.The modeled gravity was interpolated from observed gravity values.
 HH0121
 HH0121;                    North         East    Units  Estimated Accuracy
 HH0121;SPC KS S     -   493,390.      192,950.      MT  (+/- 180 meters Scaled)
 HH0121
 HH0121                          SUPERSEDED SURVEY CONTROL
 HH0121
 HH0121  NGVD 29 (??/??/92)  886.335  (m)         2907.92   (f) ADJ UNCH    2 0
 HH0121
 HH0121.Superseded values are not recommended for survey control.
 HH0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0121.See file dsdata.txt to determine how the superseded data were derived.
 HH0121
 HH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG371502(NAD 83)
 HH0121_MARKER: DB = BENCH MARK DISK
 HH0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0121_STAMPING: F 191 1934
 HH0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0121+STABILITY: SURFACE MOTION
 HH0121
 HH0121  HISTORY     - Date     Condition        Report By
 HH0121  HISTORY     - 1934     MONUMENTED       CGS
 HH0121  HISTORY     - 1959     MARK NOT FOUND   USGS
 HH0121
 HH0121                          STATION DESCRIPTION
 HH0121
 HH0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0121'AT SUBLETTE.
 HH0121'AT SUBLETTE, HASKELL COUNTY, ABOUT 270 FEET NORTHWEST OF THE
 HH0121'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 2 FEET SOUTH OF
 HH0121'POLE 2175, AND ABOUT 90 FEET NORTH OF THE CENTER LINE OF THE
 HH0121'MAIN TRACK.  A STANDARD DISK, STAMPED F 191 1934 AND SET IN THE
 HH0121'TOP OF A CONCRETE POST.
 HH0121
 HH0121                          STATION RECOVERY (1959)
 HH0121
 HH0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HH0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0014 ***********************************************************************
 HH0014  DESIGNATION -  F 192
 HH0014  PID         -  HH0014
 HH0014  STATE/COUNTY-  KS/FORD
 HH0014  USGS QUAD   -  SOUTH DODGE (1984)
 HH0014
 HH0014                         *CURRENT SURVEY CONTROL
 HH0014  ___________________________________________________________________
 HH0014* NAD 83(1986)-  37 43 14.     (N)    100 04 12.     (W)     SCALED    
 HH0014* NAVD 88     -       772.968  (meters)    2535.98   (feet)  ADJUSTED  
 HH0014  ___________________________________________________________________
 HH0014  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 HH0014  DYNAMIC HT  -         772.295 (meters)    2533.77  (feet)  COMP
 HH0014  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 HH0014
 HH0014  VERT ORDER  -  SECOND    CLASS 0
 HH0014
 HH0014.The horizontal coordinates were scaled from a topographic map and have
 HH0014.an estimated accuracy of +/- 6 seconds.
 HH0014
 HH0014.The orthometric height was determined by differential leveling
 HH0014.and adjusted by the National Geodetic Survey in June 1991..
 HH0014
 HH0014.The geoid height was determined by GEOID03.
 HH0014
 HH0014.The dynamic height is computed by dividing the NAVD 88
 HH0014.geopotential number by the normal gravity value computed on the
 HH0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0014.degrees latitude (g = 980.6199 gals.).
 HH0014
 HH0014.The modeled gravity was interpolated from observed gravity values.
 HH0014
 HH0014;                    North         East    Units  Estimated Accuracy
 HH0014;SPC KS S     -   518,130.      261,600.      MT  (+/- 180 meters Scaled)
 HH0014
 HH0014                          SUPERSEDED SURVEY CONTROL
 HH0014
 HH0014  NGVD 29 (??/??/92)  772.630  (m)         2534.87   (f) ADJ UNCH    2 0
 HH0014
 HH0014.Superseded values are not recommended for survey control.
 HH0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0014.See file dsdata.txt to determine how the superseded data were derived.
 HH0014
 HH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG057753(NAD 83)
 HH0014_MARKER: DB = BENCH MARK DISK
 HH0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0014_STAMPING: F-192 1934
 HH0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0014+STABILITY: SURFACE MOTION
 HH0014
 HH0014  HISTORY     - Date     Condition        Report By
 HH0014  HISTORY     - 1934     MONUMENTED       CGS
 HH0014
 HH0014                          STATION DESCRIPTION
 HH0014
 HH0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0014'4.1 MI SW FROM DODGE CITY.
 HH0014'4.1 MILES SOUTHWEST OF AT AND SF RR DEPOT, AT DODGE CITY 198 FEET
 HH0014'NORTHEAST OF ATCHISON TOPEKA AND SANTA FE RAILROAD BRIDGE 3B.
 HH0014'65 FEET NORTH OF CENTERLINE OF TRACK.  40 FEET WEST OF NORTH AND
 HH0014'SOUTH SECTION LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0372 ***********************************************************************
 HG0372  DESIGNATION -  F 193
 HG0372  PID         -  HG0372
 HG0372  STATE/COUNTY-  KS/KIOWA
 HG0372  USGS QUAD   -  GREENSBURG (1969)
 HG0372
 HG0372                         *CURRENT SURVEY CONTROL
 HG0372  ___________________________________________________________________
 HG0372* NAD 83(1986)-  37 36 58.     (N)    099 17 39.     (W)     SCALED    
 HG0372* NAVD 88     -       678.020  (meters)    2224.47   (feet)  ADJUSTED  
 HG0372  ___________________________________________________________________
 HG0372  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 HG0372  DYNAMIC HT  -         677.437 (meters)    2222.56  (feet)  COMP
 HG0372  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 HG0372
 HG0372  VERT ORDER  -  FIRST     CLASS II
 HG0372
 HG0372.The horizontal coordinates were scaled from a topographic map and have
 HG0372.an estimated accuracy of +/- 6 seconds.
 HG0372
 HG0372.The orthometric height was determined by differential leveling
 HG0372.and adjusted by the National Geodetic Survey in June 1991..
 HG0372
 HG0372.The geoid height was determined by GEOID03.
 HG0372
 HG0372.The dynamic height is computed by dividing the NAVD 88
 HG0372.geopotential number by the normal gravity value computed on the
 HG0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0372.degrees latitude (g = 980.6199 gals.).
 HG0372
 HG0372.The modeled gravity was interpolated from observed gravity values.
 HG0372
 HG0372;                    North         East    Units  Estimated Accuracy
 HG0372;SPC KS S     -   505,670.      329,890.      MT  (+/- 180 meters Scaled)
 HG0372
 HG0372                          SUPERSEDED SURVEY CONTROL
 HG0372
 HG0372  NGVD 29 (??/??/92)  677.731  (m)         2223.52   (f) ADJ UNCH    1 2
 HG0372
 HG0372.Superseded values are not recommended for survey control.
 HG0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0372.See file dsdata.txt to determine how the superseded data were derived.
 HG0372
 HG0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG740632(NAD 83)
 HG0372_MARKER: DB = BENCH MARK DISK
 HG0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0372_SP_SET: CONCRETE POST
 HG0372_STAMPING: F 193 1934
 HG0372_MARK LOGO: CGS   
 HG0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0372+STABILITY: SURFACE MOTION
 HG0372
 HG0372  HISTORY     - Date     Condition        Report By
 HG0372  HISTORY     - 1934     MONUMENTED       CGS
 HG0372  HISTORY     - 1986     GOOD             NGS
 HG0372
 HG0372                          STATION DESCRIPTION
 HG0372
 HG0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0372'0.5 MI N FROM GREENSBURG.
 HG0372'0.5 MILE NORTH OF GREENSBURG C.R.I. AND P. RR. STATION 40 FEET
 HG0372'WEST OF CENTERLINE OF STATE HIGHWAY 1.  36 FEET SOUTH OF EAST
 HG0372'AND WEST ROAD.  AT POINT WHERE FIVE ROADS CROSS.  2 FEET NORTH
 HG0372'OF TELEPHONE POLE.
 HG0372
 HG0372                          STATION RECOVERY (1986)
 HG0372
 HG0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0436 ***********************************************************************
 JG0436  DESIGNATION -  F 194
 JG0436  PID         -  JG0436
 JG0436  STATE/COUNTY-  KS/PAWNEE
 JG0436  USGS QUAD   -  FORT LARNED (1970)
 JG0436
 JG0436                         *CURRENT SURVEY CONTROL
 JG0436  ___________________________________________________________________
 JG0436* NAD 83(1986)-  38 08 12.     (N)    099 09 16.     (W)     SCALED    
 JG0436* NAVD 88     -       617.381  (meters)    2025.52   (feet)  ADJUSTED  
 JG0436  ___________________________________________________________________
 JG0436  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 JG0436  DYNAMIC HT  -         616.898 (meters)    2023.94  (feet)  COMP
 JG0436  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 JG0436
 JG0436  VERT ORDER  -  SECOND    CLASS 0
 JG0436
 JG0436.The horizontal coordinates were scaled from a topographic map and have
 JG0436.an estimated accuracy of +/- 6 seconds.
 JG0436
 JG0436.The orthometric height was determined by differential leveling
 JG0436.and adjusted by the National Geodetic Survey in June 1991..
 JG0436
 JG0436.The geoid height was determined by GEOID03.
 JG0436
 JG0436.The dynamic height is computed by dividing the NAVD 88
 JG0436.geopotential number by the normal gravity value computed on the
 JG0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0436.degrees latitude (g = 980.6199 gals.).
 JG0436
 JG0436.The modeled gravity was interpolated from observed gravity values.
 JG0436
 JG0436;                    North         East    Units  Estimated Accuracy
 JG0436;SPC KS S     -   563,350.      342,630.      MT  (+/- 180 meters Scaled)
 JG0436
 JG0436                          SUPERSEDED SURVEY CONTROL
 JG0436
 JG0436  NGVD 29 (??/??/92)  617.200  (m)         2024.93   (f) ADJ UNCH    2 0
 JG0436
 JG0436.Superseded values are not recommended for survey control.
 JG0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0436.See file dsdata.txt to determine how the superseded data were derived.
 JG0436
 JG0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH864209(NAD 83)
 JG0436_MARKER: DB = BENCH MARK DISK
 JG0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0436_STAMPING: F 194 1934
 JG0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0436+STABILITY: SURFACE MOTION
 JG0436
 JG0436  HISTORY     - Date     Condition        Report By
 JG0436  HISTORY     - 1934     MONUMENTED       CGS
 JG0436  HISTORY     - 1940     GOOD             NGS
 JG0436  HISTORY     - 1969     MARK NOT FOUND   USGS
 JG0436
 JG0436                          STATION DESCRIPTION
 JG0436
 JG0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0436'4.1 MI SW FROM LARNED.
 JG0436'ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA, AND SANTA FE RR.  82
 JG0436'FEET SOUTHEAST OF CENTER LINE OF STATE HIGHWAY NO. 45.  75
 JG0436'FEET NORTHWEST OF MILE POST NO. 296.  30 FEET NORTHWEST OF
 JG0436'CENTER LINE OF TRACK.  3.0 FEET SOUTH OF 4 X 4 INCH WHITE
 JG0436'WOODEN POST PROJECTING 1.5 FOOT.  STD. DISK BM IN CONCRETE POST
 JG0436'PROJECTING 0.25 FOOT.
 JG0436
 JG0436                          STATION RECOVERY (1969)
 JG0436
 JG0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JG0436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0290 ***********************************************************************
 JG0290  DESIGNATION -  F 195
 JG0290  PID         -  JG0290
 JG0290  STATE/COUNTY-  KS/RUSH
 JG0290  USGS QUAD   -  BISON (1966)
 JG0290
 JG0290                         *CURRENT SURVEY CONTROL
 JG0290  ___________________________________________________________________
 JG0290* NAD 83(1986)-  38 31 22.     (N)    099 11 50.     (W)     SCALED    
 JG0290* NAVD 88     -       613.262  (meters)    2012.01   (feet)  ADJUSTED  
 JG0290  ___________________________________________________________________
 JG0290  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0290  DYNAMIC HT  -         612.794 (meters)    2010.47  (feet)  COMP
 JG0290  MODELED GRAV-     979,845.8   (mgal)                       NAVD 88
 JG0290
 JG0290  VERT ORDER  -  SECOND    CLASS 0
 JG0290
 JG0290.The horizontal coordinates were scaled from a topographic map and have
 JG0290.an estimated accuracy of +/- 6 seconds.
 JG0290
 JG0290.The orthometric height was determined by differential leveling
 JG0290.and adjusted by the National Geodetic Survey in June 1991..
 JG0290
 JG0290.The geoid height was determined by GEOID03.
 JG0290
 JG0290.The dynamic height is computed by dividing the NAVD 88
 JG0290.geopotential number by the normal gravity value computed on the
 JG0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0290.degrees latitude (g = 980.6199 gals.).
 JG0290
 JG0290.The modeled gravity was interpolated from observed gravity values.
 JG0290
 JG0290;                    North         East    Units  Estimated Accuracy
 JG0290;SPC KS S     -   606,230.      339,200.      MT  (+/- 180 meters Scaled)
 JG0290
 JG0290                          SUPERSEDED SURVEY CONTROL
 JG0290
 JG0290  NGVD 29 (??/??/92)  613.012  (m)         2011.19   (f) ADJ UNCH    2 0
 JG0290
 JG0290.Superseded values are not recommended for survey control.
 JG0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0290.See file dsdata.txt to determine how the superseded data were derived.
 JG0290
 JG0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH828638(NAD 83)
 JG0290_MARKER: DB = BENCH MARK DISK
 JG0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0290_STAMPING: F 195 1934
 JG0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0290+STABILITY: SURFACE MOTION
 JG0290
 JG0290  HISTORY     - Date     Condition        Report By
 JG0290  HISTORY     - 1934     MONUMENTED       CGS
 JG0290
 JG0290                          STATION DESCRIPTION
 JG0290
 JG0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0290'6.2 MI E FROM LA CROSSE.
 JG0290'6.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0290'CITY HALL AT LA CROSSE, RUSH COUNTY, 127 FEET EAST OF THE EAST
 JG0290'END OF THE STATION AT BISON, 2 FEET SOUTH OF THE EIGHTH POLE
 JG0290'WEST OF MILEPOST 584, AND 42 FEET SOUTH OF THE CENTER LINE OF
 JG0290'THE MAIN TRACK.  A STANDARD DISK, STAMPED F 195 1934 AND SET
 JG0290'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0397 ***********************************************************************
 JG0397  DESIGNATION -  F 196 RESET
 JG0397  PID         -  JG0397
 JG0397  STATE/COUNTY-  KS/ELLIS
 JG0397  USGS QUAD   -  LIEBENTHAL (1968)
 JG0397
 JG0397                         *CURRENT SURVEY CONTROL
 JG0397  ___________________________________________________________________
 JG0397* NAD 83(1986)-  38 43 32.     (N)    099 19 12.     (W)     SCALED    
 JG0397* NAVD 88     -       614.12   (meters)    2014.8    (feet)  RESET     
 JG0397  ___________________________________________________________________
 JG0397  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 JG0397
 JG0397  VERT ORDER  -  THIRD
 JG0397
 JG0397.The horizontal coordinates were scaled from a topographic map and have
 JG0397.an estimated accuracy of +/- 6 seconds.
 JG0397
 JG0397.The orthometric height was computed from unverified reset data.
 JG0397
 JG0397.The geoid height was determined by GEOID03.
 JG0397
 JG0397;                    North         East    Units  Estimated Accuracy
 JG0397;SPC KS N     -    44,380.      285,220.      MT  (+/- 180 meters Scaled)
 JG0397
 JG0397                          SUPERSEDED SURVEY CONTROL
 JG0397
 JG0397.No superseded survey control is available for this station.
 JG0397
 JG0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH721863(NAD 83)
 JG0397_MARKER: DB = BENCH MARK DISK
 JG0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0397_STAMPING: F 196 RESET 1969
 JG0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0397+STABILITY: SURFACE MOTION
 JG0397
 JG0397  HISTORY     - Date     Condition        Report By
 JG0397  HISTORY     - 1969     MONUMENTED       CGS
 JG0397
 JG0397                          STATION DESCRIPTION
 JG0397
 JG0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JG0397'4.8 MI N FROM LIEBENTHAL.
 JG0397'ABOUT 4.8 MILES NORTH ALONG U.S. HIGHWAY 183 FROM THE BANK
 JG0397'BUILDING AT LIEBENTHAL, IN THE SOUTHWEST ANGLE OF AN INTERSECTION,
 JG0397'132.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY 183, 46 FEET
 JG0397'SOUTH OF THE CENTER OF A SECTION LINE ROAD, 26 FEET SOUTH OF A
 JG0397'CORNER FENCE POST, 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT
 JG0397'EAST OF A FENCE, AND SET IN THE TOP OF A ROUND CONCRETE POST
 JG0397'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1100 ***********************************************************************
 JF1100  DESIGNATION -  F 197
 JF1100  PID         -  JF1100
 JF1100  STATE/COUNTY-  KS/MCPHERSON
 JF1100  USGS QUAD   -  LANGLEY (1978)
 JF1100
 JF1100                         *CURRENT SURVEY CONTROL
 JF1100  ___________________________________________________________________
 JF1100* NAD 83(1986)-  38 33 13.     (N)    097 54 21.     (W)     SCALED    
 JF1100* NAVD 88     -       441.816  (meters)    1449.52   (feet)  ADJUSTED  
 JF1100  ___________________________________________________________________
 JF1100  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 JF1100  DYNAMIC HT  -         441.497 (meters)    1448.48  (feet)  COMP
 JF1100  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 JF1100
 JF1100  VERT ORDER  -  SECOND    CLASS 0
 JF1100
 JF1100.The horizontal coordinates were scaled from a topographic map and have
 JF1100.an estimated accuracy of +/- 6 seconds.
 JF1100
 JF1100.The orthometric height was determined by differential leveling
 JF1100.and adjusted by the National Geodetic Survey in June 1991..
 JF1100
 JF1100.The geoid height was determined by GEOID03.
 JF1100
 JF1100.The dynamic height is computed by dividing the NAVD 88
 JF1100.geopotential number by the normal gravity value computed on the
 JF1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1100.degrees latitude (g = 980.6199 gals.).
 JF1100
 JF1100.The modeled gravity was interpolated from observed gravity values.
 JF1100
 JF1100;                    North         East    Units  Estimated Accuracy
 JF1100;SPC KS S     -   609,590.      451,790.      MT  (+/- 180 meters Scaled)
 JF1100
 JF1100                          SUPERSEDED SURVEY CONTROL
 JF1100
 JF1100  NGVD 29 (??/??/92)  441.674  (m)         1449.06   (f) ADJ UNCH    2 0
 JF1100
 JF1100.Superseded values are not recommended for survey control.
 JF1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1100.See file dsdata.txt to determine how the superseded data were derived.
 JF1100
 JF1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH953678(NAD 83)
 JF1100_MARKER: DB = BENCH MARK DISK
 JF1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1100_STAMPING: F 197 1934
 JF1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1100+STABILITY: SURFACE MOTION
 JF1100
 JF1100  HISTORY     - Date     Condition        Report By
 JF1100  HISTORY     - 1934     MONUMENTED       CGS
 JF1100  HISTORY     - 1962     MARK NOT FOUND   USGS
 JF1100
 JF1100                          STATION DESCRIPTION
 JF1100
 JF1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF1100'13.4 MI W FROM LINDSBORG.
 JF1100'13.4 MILES WEST OF LINDSBORG GRIST MILL AT LINDSBORG 1500 FEET
 JF1100'EAST OF MILE POST 510.  49 FEET NORTH OF CENTERLINE OF MISSOURI
 JF1100'PACIFIC RAILROAD TRACK, 45 FEET EAST OF CENTERLINE OF NORTH AND
 JF1100'SOUTH SECTION LINE ROAD.  1 FOOT SOUTH OF FENCE CORNER.
 JF1100
 JF1100                          STATION RECOVERY (1962)
 JF1100
 JF1100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JF1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0140 ***********************************************************************
 JG0140  DESIGNATION -  F 198
 JG0140  PID         -  JG0140
 JG0140  STATE/COUNTY-  KS/RICE
 JG0140  USGS QUAD   -  LYONS (1970)
 JG0140
 JG0140                         *CURRENT SURVEY CONTROL
 JG0140  ___________________________________________________________________
 JG0140* NAD 83(1986)-  38 21 56.     (N)    098 12 37.     (W)     SCALED    
 JG0140* NAVD 88     -       522.288  (meters)    1713.54   (feet)  ADJUSTED  
 JG0140  ___________________________________________________________________
 JG0140  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 JG0140  DYNAMIC HT  -         521.896 (meters)    1712.25  (feet)  COMP
 JG0140  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 JG0140
 JG0140  VERT ORDER  -  SECOND    CLASS 0
 JG0140
 JG0140.The horizontal coordinates were scaled from a topographic map and have
 JG0140.an estimated accuracy of +/- 6 seconds.
 JG0140
 JG0140.The orthometric height was determined by differential leveling
 JG0140.and adjusted by the National Geodetic Survey in June 1991..
 JG0140
 JG0140.The geoid height was determined by GEOID03.
 JG0140
 JG0140.The dynamic height is computed by dividing the NAVD 88
 JG0140.geopotential number by the normal gravity value computed on the
 JG0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0140.degrees latitude (g = 980.6199 gals.).
 JG0140
 JG0140.The modeled gravity was interpolated from observed gravity values.
 JG0140
 JG0140;                    North         East    Units  Estimated Accuracy
 JG0140;SPC KS S     -   588,590.      425,320.      MT  (+/- 180 meters Scaled)
 JG0140
 JG0140                          SUPERSEDED SURVEY CONTROL
 JG0140
 JG0140  NGVD 29 (??/??/92)  522.138  (m)         1713.05   (f) ADJ UNCH    2 0
 JG0140
 JG0140.Superseded values are not recommended for survey control.
 JG0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0140.See file dsdata.txt to determine how the superseded data were derived.
 JG0140
 JG0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH689466(NAD 83)
 JG0140_MARKER: DB = BENCH MARK DISK
 JG0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0140_STAMPING: F 198 1934
 JG0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0140+STABILITY: SURFACE MOTION
 JG0140
 JG0140  HISTORY     - Date     Condition        Report By
 JG0140  HISTORY     - 1934     MONUMENTED       CGS
 JG0140
 JG0140                          STATION DESCRIPTION
 JG0140
 JG0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0140'1.4 MI N FROM LYONS.
 JG0140'1.4 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JG0140'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT LYONS, RICE
 JG0140'COUNTY, 12 FEET EAST OF MILEPOST 578, 45 FEET EAST OF THE CENTERLINE
 JG0140'OF THE TRACK, AND 3 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED
 JG0140'F 193 1934 AND SET IN THE TOP OF A CONCRETE POST.  OPPOSITE POLE
 JG0140'578+23, TOP OF EAST RAIL OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JG0140'AT THE CROSSING OF THE CENTERLINE OF A ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0366 ***********************************************************************
 HG0366  DESIGNATION -  F 199
 HG0366  PID         -  HG0366
 HG0366  STATE/COUNTY-  KS/STAFFORD
 HG0366  USGS QUAD   -  STAFFORD (1971)
 HG0366
 HG0366                         *CURRENT SURVEY CONTROL
 HG0366  ___________________________________________________________________
 HG0366* NAD 83(1986)-  37 57 42.     (N)    098 31 39.     (W)     SCALED    
 HG0366* NAVD 88     -       555.213  (meters)    1821.56   (feet)  ADJUSTED  
 HG0366  ___________________________________________________________________
 HG0366  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 HG0366  DYNAMIC HT  -         554.775 (meters)    1820.12  (feet)  COMP
 HG0366  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 HG0366
 HG0366  VERT ORDER  -  SECOND    CLASS 0
 HG0366
 HG0366.The horizontal coordinates were scaled from a topographic map and have
 HG0366.an estimated accuracy of +/- 6 seconds.
 HG0366
 HG0366.The orthometric height was determined by differential leveling
 HG0366.and adjusted by the National Geodetic Survey in June 1991..
 HG0366
 HG0366.The geoid height was determined by GEOID03.
 HG0366
 HG0366.The dynamic height is computed by dividing the NAVD 88
 HG0366.geopotential number by the normal gravity value computed on the
 HG0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0366.degrees latitude (g = 980.6199 gals.).
 HG0366
 HG0366.The modeled gravity was interpolated from observed gravity values.
 HG0366
 HG0366;                    North         East    Units  Estimated Accuracy
 HG0366;SPC KS S     -   543,730.      397,580.      MT  (+/- 180 meters Scaled)
 HG0366
 HG0366                          SUPERSEDED SURVEY CONTROL
 HG0366
 HG0366  NGVD 29 (??/??/92)  555.069  (m)         1821.09   (f) ADJ UNCH    2 0
 HG0366
 HG0366.Superseded values are not recommended for survey control.
 HG0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0366.See file dsdata.txt to determine how the superseded data were derived.
 HG0366
 HG0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH415016(NAD 83)
 HG0366_MARKER: DB = BENCH MARK DISK
 HG0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0366_STAMPING: F-199 1934
 HG0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0366+STABILITY: SURFACE MOTION
 HG0366
 HG0366  HISTORY     - Date     Condition        Report By
 HG0366  HISTORY     - 1934     MONUMENTED       CGS
 HG0366  HISTORY     - 1943     GOOD             NGS
 HG0366
 HG0366                          STATION DESCRIPTION
 HG0366
 HG0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0366'4.2 MI E FROM STAFFORD.
 HG0366'4.2 MILES EAST OF AT AND SF RR DEPOT AT STAFFORD 90 FEET NORTH
 HG0366'OF THIRD TELEGRAPH POLE EAST OF MILE POST 253.  230 FEET EAST OF
 HG0366'CENTERLINE OF NORTH-AND-SOUTH SECTION ROAD.  50 FEET NORTH OF
 HG0366'CENTERLINE OF ATCHINSON TOPEKA AND SANTA FE RAILROAD.
 HG0366
 HG0366                          STATION RECOVERY (1943)
 HG0366
 HG0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 HG0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0036 ***********************************************************************
 JH0036  DESIGNATION -  F 20
 JH0036  PID         -  JH0036
 JH0036  STATE/COUNTY-  KS/NESS
 JH0036  USGS QUAD   -  ARNOLD (1981)
 JH0036
 JH0036                         *CURRENT SURVEY CONTROL
 JH0036  ___________________________________________________________________
 JH0036* NAD 83(1986)-  38 38 29.     (N)    100 02 48.     (W)     SCALED    
 JH0036* NAVD 88     -       781.470  (meters)    2563.87   (feet)  ADJUSTED  
 JH0036  ___________________________________________________________________
 JH0036  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 JH0036  DYNAMIC HT  -         780.849 (meters)    2561.84  (feet)  COMP
 JH0036  MODELED GRAV-     979,807.2   (mgal)                       NAVD 88
 JH0036
 JH0036  VERT ORDER  -  SECOND    CLASS 0
 JH0036
 JH0036.The horizontal coordinates were scaled from a topographic map and have
 JH0036.an estimated accuracy of +/- 6 seconds.
 JH0036
 JH0036.The orthometric height was determined by differential leveling
 JH0036.and adjusted by the National Geodetic Survey in June 1991..
 JH0036
 JH0036.The geoid height was determined by GEOID03.
 JH0036
 JH0036.The dynamic height is computed by dividing the NAVD 88
 JH0036.geopotential number by the normal gravity value computed on the
 JH0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0036.degrees latitude (g = 980.6199 gals.).
 JH0036
 JH0036.The modeled gravity was interpolated from observed gravity values.
 JH0036
 JH0036;                    North         East    Units  Estimated Accuracy
 JH0036;SPC KS S     -   620,290.      265,350.      MT  (+/- 180 meters Scaled)
 JH0036
 JH0036                          SUPERSEDED SURVEY CONTROL
 JH0036
 JH0036  NGVD 29 (??/??/92)  781.169  (m)         2562.89   (f) ADJ UNCH    2 0
 JH0036
 JH0036.Superseded values are not recommended for survey control.
 JH0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0036.See file dsdata.txt to determine how the superseded data were derived.
 JH0036
 JH0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH089775(NAD 83)
 JH0036_MARKER: DB = BENCH MARK DISK
 JH0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0036_STAMPING: F-20 1934
 JH0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0036+STABILITY: SURFACE MOTION
 JH0036
 JH0036  HISTORY     - Date     Condition        Report By
 JH0036  HISTORY     - 1934     MONUMENTED       CGS
 JH0036  HISTORY     - 1973     GOOD             USGS
 JH0036
 JH0036                          STATION DESCRIPTION
 JH0036
 JH0036'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JH0036'AT ARNOLD.
 JH0036'AT ARNOLD, NEAR S. 1/16TH. BETWEEN SEC. 24 AND 25, T. 16 S.,
 JH0036'R. 25 W., 49 FT. N. AND 37 FT. W. OF JCT. OF N-S CO. RD. AT
 JH0036'E-W FE. 7 IN. S. OF METAL WITNESS POST, SET FLUSH WITH GROUND,
 JH0036'A STANDARD USC AND GS TABLET IN CONC. POST, STAMPED F-20 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0125 ***********************************************************************
 HH0125  DESIGNATION -  F 21
 HH0125  PID         -  HH0125
 HH0125  STATE/COUNTY-  KS/SEWARD
 HH0125  USGS QUAD   -  HAYNE (1971)
 HH0125
 HH0125                         *CURRENT SURVEY CONTROL
 HH0125  ___________________________________________________________________
 HH0125* NAD 83(1986)-  37 04 08.     (N)    100 51 51.     (W)     SCALED    
 HH0125* NAVD 88     -       854.585  (meters)    2803.75   (feet)  ADJUSTED  
 HH0125  ___________________________________________________________________
 HH0125  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 HH0125  DYNAMIC HT  -         853.751 (meters)    2801.01  (feet)  COMP
 HH0125  MODELED GRAV-     979,626.9   (mgal)                       NAVD 88
 HH0125
 HH0125  VERT ORDER  -  SECOND    CLASS 0
 HH0125
 HH0125.The horizontal coordinates were scaled from a topographic map and have
 HH0125.an estimated accuracy of +/- 6 seconds.
 HH0125
 HH0125.The orthometric height was determined by differential leveling
 HH0125.and adjusted by the National Geodetic Survey in June 1991..
 HH0125
 HH0125.The geoid height was determined by GEOID03.
 HH0125
 HH0125.The dynamic height is computed by dividing the NAVD 88
 HH0125.geopotential number by the normal gravity value computed on the
 HH0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0125.degrees latitude (g = 980.6199 gals.).
 HH0125
 HH0125.The modeled gravity was interpolated from observed gravity values.
 HH0125
 HH0125;                    North         East    Units  Estimated Accuracy
 HH0125;SPC KS S     -   447,310.      189,770.      MT  (+/- 180 meters Scaled)
 HH0125
 HH0125                          SUPERSEDED SURVEY CONTROL
 HH0125
 HH0125  NGVD 29 (??/??/92)  854.220  (m)         2802.55   (f) ADJ UNCH    2 0
 HH0125
 HH0125.Superseded values are not recommended for survey control.
 HH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0125.See file dsdata.txt to determine how the superseded data were derived.
 HH0125
 HH0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG342041(NAD 83)
 HH0125_MARKER: DB = BENCH MARK DISK
 HH0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0125_STAMPING: F 21 1933
 HH0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0125+STABILITY: SURFACE MOTION
 HH0125
 HH0125  HISTORY     - Date     Condition        Report By
 HH0125  HISTORY     - 1933     MONUMENTED       CGS
 HH0125  HISTORY     - 1971     MARK NOT FOUND   USGS
 HH0125
 HH0125                          STATION DESCRIPTION
 HH0125
 HH0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0125'3.9 MI NE FROM LIBERAL.
 HH0125'ABOUT 3.9 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0125'PACIFIC RAILWAY FROM THE STATION AT LIBERAL, SEWARD COUNTY,
 HH0125'ABOUT 12 POLES SOUTHWEST OF MILEPOST 430, ABOUT 200 FEET SOUTHWEST
 HH0125'OF A ROAD JUNCTION, AT A ROAD CROSSING, 98 FEET SOUTHEAST OF
 HH0125'THE CENTER LINE OF THE TRACK, AND 9 FEET NORTHWEST OF THE
 HH0125'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED F 21 1933
 HH0125'AND SET IN THE TOP OF A CONCRETE POST.
 HH0125
 HH0125                          STATION RECOVERY (1971)
 HH0125
 HH0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HH0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0463 ***********************************************************************
 HF0463  DESIGNATION -  F 210
 HF0463  PID         -  HF0463
 HF0463  STATE/COUNTY-  KS/SEDGWICK
 HF0463  USGS QUAD   -  MAIZE (1982)
 HF0463
 HF0463                         *CURRENT SURVEY CONTROL
 HF0463  ___________________________________________________________________
 HF0463* NAD 83(1986)-  37 45 26.     (N)    097 26 41.     (W)     SCALED    
 HF0463* NAVD 88     -       408.455  (meters)    1340.07   (feet)  ADJUSTED  
 HF0463  ___________________________________________________________________
 HF0463  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0463  DYNAMIC HT  -         408.133 (meters)    1339.02  (feet)  COMP
 HF0463  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 HF0463
 HF0463  VERT ORDER  -  SECOND    CLASS 0
 HF0463
 HF0463.The horizontal coordinates were scaled from a topographic map and have
 HF0463.an estimated accuracy of +/- 6 seconds.
 HF0463
 HF0463.The orthometric height was determined by differential leveling
 HF0463.and adjusted by the National Geodetic Survey in June 1991..
 HF0463
 HF0463.The geoid height was determined by GEOID03.
 HF0463
 HF0463.The dynamic height is computed by dividing the NAVD 88
 HF0463.geopotential number by the normal gravity value computed on the
 HF0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0463.degrees latitude (g = 980.6199 gals.).
 HF0463
 HF0463.The modeled gravity was interpolated from observed gravity values.
 HF0463
 HF0463;                    North         East    Units  Estimated Accuracy
 HF0463;SPC KS S     -   521,560.      492,990.      MT  (+/- 180 meters Scaled)
 HF0463
 HF0463                          SUPERSEDED SURVEY CONTROL
 HF0463
 HF0463  NGVD 29 (??/??/92)  408.312  (m)         1339.60   (f) ADJ UNCH    2 0
 HF0463
 HF0463.Superseded values are not recommended for survey control.
 HF0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0463.See file dsdata.txt to determine how the superseded data were derived.
 HF0463
 HF0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG370800(NAD 83)
 HF0463_MARKER: DB = BENCH MARK DISK
 HF0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0463_STAMPING: F 210 1934
 HF0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0463+STABILITY: SURFACE MOTION
 HF0463
 HF0463  HISTORY     - Date     Condition        Report By
 HF0463  HISTORY     - 1934     MONUMENTED       CGS
 HF0463
 HF0463                          STATION DESCRIPTION
 HF0463
 HF0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0463'2 MI SE FROM MAIZE.
 HF0463'2.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0463'THE STATION AT MAIZE, SEDGWICK COUNTY, AT POLE 493/1/2, AT A
 HF0463'COUNTY-ROAD CROSSING, 50 FEET SOUTHWEST OF THE CENTER LINE OF
 HF0463'THE TRACK, AND 20 FEET WEST OF THE CENTER LINE OF THE ROAD.  A
 HF0463'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 HF0463'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0916 ***********************************************************************
 JF0916  DESIGNATION -  F 211
 JF0916  PID         -  JF0916
 JF0916  STATE/COUNTY-  KS/RENO
 JF0916  USGS QUAD   -  HUTCHINSON (1978)
 JF0916
 JF0916                         *CURRENT SURVEY CONTROL
 JF0916  ___________________________________________________________________
 JF0916* NAD 83(1986)-  38 03 14.     (N)    097 56 12.     (W)     SCALED    
 JF0916* NAVD 88     -       466.334  (meters)    1529.96   (feet)  ADJUSTED  
 JF0916  ___________________________________________________________________
 JF0916  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF0916  DYNAMIC HT  -         465.973 (meters)    1528.78  (feet)  COMP
 JF0916  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 JF0916
 JF0916  VERT ORDER  -  FIRST     CLASS II
 JF0916
 JF0916.The horizontal coordinates were scaled from a topographic map and have
 JF0916.an estimated accuracy of +/- 6 seconds.
 JF0916
 JF0916.The orthometric height was determined by differential leveling
 JF0916.and adjusted by the National Geodetic Survey in June 1991..
 JF0916
 JF0916.The geoid height was determined by GEOID03.
 JF0916
 JF0916.The dynamic height is computed by dividing the NAVD 88
 JF0916.geopotential number by the normal gravity value computed on the
 JF0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0916.degrees latitude (g = 980.6199 gals.).
 JF0916
 JF0916.The modeled gravity was interpolated from observed gravity values.
 JF0916
 JF0916;                    North         East    Units  Estimated Accuracy
 JF0916;SPC KS S     -   554,110.      449,440.      MT  (+/- 180 meters Scaled)
 JF0916
 JF0916                          SUPERSEDED SURVEY CONTROL
 JF0916
 JF0916  NGVD 29 (??/??/92)  466.174  (m)         1529.44   (f) ADJ UNCH    1 2
 JF0916
 JF0916.Superseded values are not recommended for survey control.
 JF0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0916.See file dsdata.txt to determine how the superseded data were derived.
 JF0916
 JF0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH932123(NAD 83)
 JF0916_MARKER: DB = BENCH MARK DISK
 JF0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0916_SP_SET: CONCRETE POST
 JF0916_STAMPING: F 211 1934
 JF0916_MARK LOGO: CGS   
 JF0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0916+STABILITY: SURFACE MOTION
 JF0916
 JF0916  HISTORY     - Date     Condition        Report By
 JF0916  HISTORY     - 1934     MONUMENTED       CGS
 JF0916  HISTORY     - 1953     GOOD             NGS
 JF0916  HISTORY     - 1986     GOOD             NGS
 JF0916
 JF0916                          STATION DESCRIPTION
 JF0916
 JF0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JF0916'AT HUTCHINSON.
 JF0916'AT HUTCHINSON, AT THE INTERSECTION OF 1ST AVENUE WEST AND NORTH
 JF0916'ADAMS STREET, AT THE EAST EDGE OF THE COURTHOUSE LAWN, 15.5 FEET
 JF0916'SOUTH OF THE SOUTH EDGE OF A SIDEWALK LEADING THE THE EAST ENTRANCE
 JF0916'TO THE COURTHOUSE, 1 FOOT WEST OF A RETAINING WALL, SET IN THE TOP
 JF0916'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 JF0916
 JF0916                          STATION RECOVERY (1986)
 JF0916
 JF0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0676 ***********************************************************************
 JF0676  DESIGNATION -  F 213
 JF0676  PID         -  JF0676
 JF0676  STATE/COUNTY-  KS/MARION
 JF0676  USGS QUAD   -  PEABODY (1989)
 JF0676
 JF0676                         *CURRENT SURVEY CONTROL
 JF0676  ___________________________________________________________________
 JF0676* NAD 83(1986)-  38 11 58.     (N)    097 00 44.     (W)     SCALED    
 JF0676* NAVD 88     -       401.728  (meters)    1318.00   (feet)  ADJUSTED  
 JF0676  ___________________________________________________________________
 JF0676  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 JF0676  DYNAMIC HT  -         401.430 (meters)    1317.02  (feet)  COMP
 JF0676  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 JF0676
 JF0676  VERT ORDER  -  SECOND    CLASS 0
 JF0676
 JF0676.The horizontal coordinates were scaled from a topographic map and have
 JF0676.an estimated accuracy of +/- 6 seconds.
 JF0676
 JF0676.The orthometric height was determined by differential leveling
 JF0676.and adjusted by the National Geodetic Survey in June 1991..
 JF0676
 JF0676.The geoid height was determined by GEOID03.
 JF0676
 JF0676.The dynamic height is computed by dividing the NAVD 88
 JF0676.geopotential number by the normal gravity value computed on the
 JF0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0676.degrees latitude (g = 980.6199 gals.).
 JF0676
 JF0676.The modeled gravity was interpolated from observed gravity values.
 JF0676
 JF0676;                    North         East    Units  Estimated Accuracy
 JF0676;SPC KS S     -   571,160.      530,310.      MT  (+/- 180 meters Scaled)
 JF0676
 JF0676                          SUPERSEDED SURVEY CONTROL
 JF0676
 JF0676  NGVD 29 (??/??/92)  401.570  (m)         1317.48   (f) ADJ UNCH    2 0
 JF0676
 JF0676.Superseded values are not recommended for survey control.
 JF0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0676.See file dsdata.txt to determine how the superseded data were derived.
 JF0676
 JF0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH740298(NAD 83)
 JF0676_MARKER: DB = BENCH MARK DISK
 JF0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0676+STABILITY: SURFACE MOTION
 JF0676
 JF0676  HISTORY     - Date     Condition        Report By
 JF0676  HISTORY     - UNK      MONUMENTED       CGS
 JF0676  HISTORY     - 1934     GOOD             NGS
 JF0676
 JF0676                          STATION DESCRIPTION
 JF0676
 JF0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0676'IN WAGNER.
 JF0676'IN WAGNER, ON THE SANTA FE R.R. 15 RAILS EAST OF TOWER, 50 FEET
 JF0676'NORTH OF TRACKS AND 5 RAILS EAST OF BLOCK SIGNAL 1621.  2 RAILS
 JF0676'WEST OF ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0726 ***********************************************************************
 JF0726  DESIGNATION -  F 214
 JF0726  PID         -  JF0726
 JF0726  STATE/COUNTY-  KS/MCPHERSON
 JF0726  USGS QUAD   -  CANTON (1985)
 JF0726
 JF0726                         *CURRENT SURVEY CONTROL
 JF0726  ___________________________________________________________________
 JF0726* NAD 83(1986)-  38 24 09.     (N)    097 24 37.     (W)     SCALED    
 JF0726* NAVD 88     -       475.904  (meters)    1561.36   (feet)  ADJUSTED  
 JF0726  ___________________________________________________________________
 JF0726  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 JF0726  DYNAMIC HT  -         475.547 (meters)    1560.19  (feet)  COMP
 JF0726  MODELED GRAV-     979,864.3   (mgal)                       NAVD 88
 JF0726
 JF0726  VERT ORDER  -  SECOND    CLASS 0
 JF0726
 JF0726.The horizontal coordinates were scaled from a topographic map and have
 JF0726.an estimated accuracy of +/- 6 seconds.
 JF0726
 JF0726.The orthometric height was determined by differential leveling
 JF0726.and adjusted by the National Geodetic Survey in June 1991..
 JF0726
 JF0726.The geoid height was determined by GEOID03.
 JF0726
 JF0726.The dynamic height is computed by dividing the NAVD 88
 JF0726.geopotential number by the normal gravity value computed on the
 JF0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0726.degrees latitude (g = 980.6199 gals.).
 JF0726
 JF0726.The modeled gravity was interpolated from observed gravity values.
 JF0726
 JF0726;                    North         East    Units  Estimated Accuracy
 JF0726;SPC KS S     -   593,210.      495,180.      MT  (+/- 180 meters Scaled)
 JF0726
 JF0726                          SUPERSEDED SURVEY CONTROL
 JF0726
 JF0726  NGVD 29 (??/??/92)  475.715  (m)         1560.74   (f) ADJ UNCH    2 0
 JF0726
 JF0726.Superseded values are not recommended for survey control.
 JF0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0726.See file dsdata.txt to determine how the superseded data were derived.
 JF0726
 JF0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH388516(NAD 83)
 JF0726_MARKER: DB = BENCH MARK DISK
 JF0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0726+STABILITY: SURFACE MOTION
 JF0726
 JF0726  HISTORY     - Date     Condition        Report By
 JF0726  HISTORY     - UNK      MONUMENTED       CGS
 JF0726  HISTORY     - 1935     GOOD             NGS
 JF0726
 JF0726                          STATION DESCRIPTION
 JF0726
 JF0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0726'1.5 MI NE FROM CANTON.
 JF0726'1 1/2 MI. NORTHEAST OF CANTON, ON THE ROCK ISLAND R.R. 40 FEET
 JF0726'SOUTH OF TRACK, 13 POLES SOUTHWEST OF MILE POST 203.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0413 ***********************************************************************
 JF0413  DESIGNATION -  F 215
 JF0413  PID         -  JF0413
 JF0413  STATE/COUNTY-  KS/MORRIS
 JF0413  USGS QUAD   -  SKIDDY (1964)
 JF0413
 JF0413                         *CURRENT SURVEY CONTROL
 JF0413  ___________________________________________________________________
 JF0413* NAD 83(1986)-  38 45 52.     (N)    096 46 47.     (W)     SCALED    
 JF0413* NAVD 88     -       436.811  (meters)    1433.10   (feet)  ADJUSTED  
 JF0413  ___________________________________________________________________
 JF0413  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 JF0413  DYNAMIC HT  -         436.507 (meters)    1432.11  (feet)  COMP
 JF0413  MODELED GRAV-     979,917.5   (mgal)                       NAVD 88
 JF0413
 JF0413  VERT ORDER  -  SECOND    CLASS 0
 JF0413
 JF0413.The horizontal coordinates were scaled from a topographic map and have
 JF0413.an estimated accuracy of +/- 6 seconds.
 JF0413
 JF0413.The orthometric height was determined by differential leveling
 JF0413.and adjusted by the National Geodetic Survey in June 1991..
 JF0413
 JF0413.The geoid height was determined by GEOID03.
 JF0413
 JF0413.The dynamic height is computed by dividing the NAVD 88
 JF0413.geopotential number by the normal gravity value computed on the
 JF0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0413.degrees latitude (g = 980.6199 gals.).
 JF0413
 JF0413.The modeled gravity was interpolated from observed gravity values.
 JF0413
 JF0413;                    North         East    Units  Estimated Accuracy
 JF0413;SPC KS N     -    48,570.      506,050.      MT  (+/- 180 meters Scaled)
 JF0413
 JF0413                          SUPERSEDED SURVEY CONTROL
 JF0413
 JF0413  NGVD 29 (??/??/92)  436.660  (m)         1432.61   (f) ADJ UNCH    2 0
 JF0413
 JF0413.Superseded values are not recommended for survey control.
 JF0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0413.See file dsdata.txt to determine how the superseded data were derived.
 JF0413
 JF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH929929(NAD 83)
 JF0413_MARKER: DB = BENCH MARK DISK
 JF0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0413_SP_SET: CULVERT
 JF0413_STAMPING: F 215 1934
 JF0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0413
 JF0413  HISTORY     - Date     Condition        Report By
 JF0413  HISTORY     - 1934     MONUMENTED       CGS
 JF0413  HISTORY     - 1935     GOOD             NGS
 JF0413
 JF0413                          STATION DESCRIPTION
 JF0413
 JF0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0413'3.5 MI SW FROM WHITE CITY.
 JF0413'3.5 MILES SOUTHWEST OF WHITE CITY ON THE ROCK ISLAND R.R. DISC
 JF0413'SET IN SOUTH HEADWALL OF CONCRETE CULVERT, 7 1/2 RAILS WEST
 JF0413'OF ROAD CROSSING 12 RAILS WEST OF SEMAPHORE SIGNAL 159.5, 25
 JF0413'POLES SOUTHWEST OF MILE POST 159.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0184 ***********************************************************************
 JF0184  DESIGNATION -  F 217
 JF0184  PID         -  JF0184
 JF0184  STATE/COUNTY-  KS/GREENWOOD
 JF0184  USGS QUAD   -  LAMONT (1967)
 JF0184
 JF0184                         *CURRENT SURVEY CONTROL
 JF0184  ___________________________________________________________________
 JF0184* NAD 83(1986)-  38 05 05.     (N)    096 06 24.     (W)     SCALED    
 JF0184* NAVD 88     -       335.757  (meters)    1101.56   (feet)  ADJUSTED  
 JF0184  ___________________________________________________________________
 JF0184  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JF0184  DYNAMIC HT  -         335.508 (meters)    1100.75  (feet)  COMP
 JF0184  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 JF0184
 JF0184  VERT ORDER  -  SECOND    CLASS 0
 JF0184
 JF0184.The horizontal coordinates were scaled from a topographic map and have
 JF0184.an estimated accuracy of +/- 6 seconds.
 JF0184
 JF0184.The orthometric height was determined by differential leveling
 JF0184.and adjusted by the National Geodetic Survey in June 1991..
 JF0184
 JF0184.The geoid height was determined by GEOID03.
 JF0184
 JF0184.The dynamic height is computed by dividing the NAVD 88
 JF0184.geopotential number by the normal gravity value computed on the
 JF0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0184.degrees latitude (g = 980.6199 gals.).
 JF0184
 JF0184.The modeled gravity was interpolated from observed gravity values.
 JF0184
 JF0184;                    North         East    Units  Estimated Accuracy
 JF0184;SPC KS S     -   560,080.      609,940.      MT  (+/- 180 meters Scaled)
 JF0184
 JF0184                          SUPERSEDED SURVEY CONTROL
 JF0184
 JF0184  NGVD 29 (??/??/92)  335.620  (m)         1101.11   (f) ADJ UNCH    2 0
 JF0184
 JF0184.Superseded values are not recommended for survey control.
 JF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0184.See file dsdata.txt to determine how the superseded data were derived.
 JF0184
 JF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH537191(NAD 83)
 JF0184_MARKER: DB = BENCH MARK DISK
 JF0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0184_STAMPING: F 217 1935
 JF0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0184+STABILITY: SURFACE MOTION
 JF0184
 JF0184  HISTORY     - Date     Condition        Report By
 JF0184  HISTORY     - 1935     MONUMENTED       CGS
 JF0184  HISTORY     - 1976     GOOD             NGS
 JF0184
 JF0184                          STATION DESCRIPTION
 JF0184
 JF0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JF0184'0.8 MI S FROM MADISON JUNCTION.
 JF0184'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0184'FROM MADISON JUNCTION, GREENWOOD COUNTY, 7 POLES NORTH OF MILEPOST
 JF0184'24, 100 FEET NORTH OF A RR CROSSING-2600-FEET SIGN, AT A
 JF0184'COUNTY-ROAD CROSSING, 50 FEET SOUTH OF THE ROAD, AND 50 FEET
 JF0184'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 JF0184'F 217 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JF0184'1 INCH ABOVE GROUND.
 JF0184
 JF0184                          STATION RECOVERY (1976)
 JF0184
 JF0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0184'TO REACH THE BENCH MARK FROM THE HIGH SCHOOL BUILDING IN MADISON, GO
 JF0184'EAST ON STATE HIGHWAY 57 FOR 0.8 MILE TO A CROSSROAD, TURN RIGHT AND
 JF0184'GO SOUTHERLY ON A GRAVELED ROAD FOR 3.85 MILES TO A CROSSROAD, TURN
 JF0184'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.15 MILE TO THE BENCH MARK
 JF0184'ON THE LEFT, 0.1 MILE EAST OF FARM BUILDINGS, 45 FEET SOUTH OF THE
 JF0184'CENTER OF THE GRAVELED ROAD, 18 FEET SOUTH OF A CORNER FENCE POST, 10
 JF0184'FEET SOUTHEAST OF A POWER POLE, 2 FEET EAST OF A FENCE AND 1.5 FEET
 JF0184'NORTH OF A METAL WITNESS POST. A STANDARD DISK STAMPED F 217 1935,
 JF0184'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JF0184'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0059 ***********************************************************************
 HH0059  DESIGNATION -  F 22
 HH0059  PID         -  HH0059
 HH0059  STATE/COUNTY-  KS/MEADE
 HH0059  USGS QUAD   -  MEADE (1983)
 HH0059
 HH0059                         *CURRENT SURVEY CONTROL
 HH0059  ___________________________________________________________________
 HH0059* NAD 83(1986)-  37 17 26.     (N)    100 21 47.     (W)     SCALED    
 HH0059* NAVD 88     -       774.989  (meters)    2542.61   (feet)  ADJUSTED  
 HH0059  ___________________________________________________________________
 HH0059  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 HH0059  DYNAMIC HT  -         774.271 (meters)    2540.25  (feet)  COMP
 HH0059  MODELED GRAV-     979,678.7   (mgal)                       NAVD 88
 HH0059
 HH0059  VERT ORDER  -  SECOND    CLASS 0
 HH0059
 HH0059.The horizontal coordinates were scaled from a topographic map and have
 HH0059.an estimated accuracy of +/- 6 seconds.
 HH0059
 HH0059.The orthometric height was determined by differential leveling
 HH0059.and adjusted by the National Geodetic Survey in June 1991..
 HH0059
 HH0059.The geoid height was determined by GEOID03.
 HH0059
 HH0059.The dynamic height is computed by dividing the NAVD 88
 HH0059.geopotential number by the normal gravity value computed on the
 HH0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0059.degrees latitude (g = 980.6199 gals.).
 HH0059
 HH0059.The modeled gravity was interpolated from observed gravity values.
 HH0059
 HH0059;                    North         East    Units  Estimated Accuracy
 HH0059;SPC KS S     -   470,890.      234,810.      MT  (+/- 180 meters Scaled)
 HH0059
 HH0059                          SUPERSEDED SURVEY CONTROL
 HH0059
 HH0059  NGVD 29 (??/??/92)  774.659  (m)         2541.53   (f) ADJ UNCH    2 0
 HH0059
 HH0059.Superseded values are not recommended for survey control.
 HH0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0059.See file dsdata.txt to determine how the superseded data were derived.
 HH0059
 HH0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG791279(NAD 83)
 HH0059_MARKER: DB = BENCH MARK DISK
 HH0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0059_STAMPING: F 22 1933
 HH0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0059+STABILITY: SURFACE MOTION
 HH0059
 HH0059  HISTORY     - Date     Condition        Report By
 HH0059  HISTORY     - 1933     MONUMENTED       CGS
 HH0059
 HH0059                          STATION DESCRIPTION
 HH0059
 HH0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0059'1 MI SW FROM MEADE.
 HH0059'ABOUT 1.0 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0059'PACIFIC RAILWAY FROM THE STATION AT MEADE, MEADE COUNTY, OPPOSITE
 HH0059'MILEPOST 392, AT A ROAD CROSSING, 36 FEET WEST OF THE CENTER
 HH0059'LINE OF THE ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 HH0059'AND 11 FEET NORTH OF THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD
 HH0059'DISK, STAMPED F 22 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0997 ***********************************************************************
 JE0997  DESIGNATION -  F 221
 JE0997  PID         -  JE0997
 JE0997  STATE/COUNTY-  KS/FRANKLIN
 JE0997  USGS QUAD   -  PEORIA (1983)
 JE0997
 JE0997                         *CURRENT SURVEY CONTROL
 JE0997  ___________________________________________________________________
 JE0997* NAD 83(1986)-  38 35 35.     (N)    095 11 14.     (W)     SCALED    
 JE0997* NAVD 88     -       274.156  (meters)     899.46   (feet)  ADJUSTED  
 JE0997  ___________________________________________________________________
 JE0997  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JE0997  DYNAMIC HT  -         273.966 (meters)     898.84  (feet)  COMP
 JE0997  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 JE0997
 JE0997  VERT ORDER  -  SECOND    CLASS 0
 JE0997
 JE0997.The horizontal coordinates were scaled from a topographic map and have
 JE0997.an estimated accuracy of +/- 6 seconds.
 JE0997
 JE0997.The orthometric height was determined by differential leveling
 JE0997.and adjusted by the National Geodetic Survey in June 1991..
 JE0997
 JE0997.The geoid height was determined by GEOID03.
 JE0997
 JE0997.The dynamic height is computed by dividing the NAVD 88
 JE0997.geopotential number by the normal gravity value computed on the
 JE0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0997.degrees latitude (g = 980.6199 gals.).
 JE0997
 JE0997.The modeled gravity was interpolated from observed gravity values.
 JE0997
 JE0997;                    North         East    Units  Estimated Accuracy
 JE0997;SPC KS S     -   618,940.      688,550.      MT  (+/- 180 meters Scaled)
 JE0997
 JE0997                          SUPERSEDED SURVEY CONTROL
 JE0997
 JE0997  NGVD 29 (??/??/92)  274.029  (m)          899.04   (f) ADJ UNCH    2 0
 JE0997
 JE0997.Superseded values are not recommended for survey control.
 JE0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0997.See file dsdata.txt to determine how the superseded data were derived.
 JE0997
 JE0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC095738(NAD 83)
 JE0997_MARKER: DB = BENCH MARK DISK
 JE0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0997_STAMPING: F 221 1934
 JE0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0997+STABILITY: SURFACE MOTION
 JE0997
 JE0997  HISTORY     - Date     Condition        Report By
 JE0997  HISTORY     - 1934     MONUMENTED       CGS
 JE0997  HISTORY     - 1961     POOR             NGS
 JE0997
 JE0997                          STATION DESCRIPTION
 JE0997
 JE0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JE0997'5 MI SW FROM OTTAWA.
 JE0997'5.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0997'THE STATION AT OTTAWA, FRANKLIN COUNTY, 12 FEET SOUTHEAST OF
 JE0997'POLE 349/07, 124 FEET SOUTHEAST OF AN EAST-AND WEST DIRT-ROAD
 JE0997'CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 40 FEET
 JE0997'NORTHEAST OF THE CENTERLINE OF THE TRACK, 8 FEET SOUTHWEST
 JE0997'OF A FENCE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 JE0997'A STANDARD DISK, STAMPED F 221 1934 AND SET IN THE TOP OF A
 JE0997'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0817 ***********************************************************************
 JE0817  DESIGNATION -  F 222
 JE0817  PID         -  JE0817
 JE0817  STATE/COUNTY-  KS/JOHNSON
 JE0817  USGS QUAD   -  OLATHE (1991)
 JE0817
 JE0817                         *CURRENT SURVEY CONTROL
 JE0817  ___________________________________________________________________
 JE0817* NAD 83(1986)-  38 52 54.     (N)    094 48 12.     (W)     SCALED    
 JE0817* NAVD 88     -       322.123  (meters)    1056.83   (feet)  ADJUSTED  
 JE0817  ___________________________________________________________________
 JE0817  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0817  DYNAMIC HT  -         321.907 (meters)    1056.12  (feet)  COMP
 JE0817  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 JE0817
 JE0817  VERT ORDER  -  SECOND    CLASS 0
 JE0817
 JE0817.The horizontal coordinates were scaled from a topographic map and have
 JE0817.an estimated accuracy of +/- 6 seconds.
 JE0817
 JE0817.The orthometric height was determined by differential leveling
 JE0817.and adjusted by the National Geodetic Survey in June 1991..
 JE0817
 JE0817.The geoid height was determined by GEOID03.
 JE0817
 JE0817.The dynamic height is computed by dividing the NAVD 88
 JE0817.geopotential number by the normal gravity value computed on the
 JE0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0817.degrees latitude (g = 980.6199 gals.).
 JE0817
 JE0817.The modeled gravity was interpolated from observed gravity values.
 JE0817
 JE0817;                    North         East    Units  Estimated Accuracy
 JE0817;SPC KS N     -    65,770.      677,310.      MT  (+/- 180 meters Scaled)
 JE0817
 JE0817                          SUPERSEDED SURVEY CONTROL
 JE0817
 JE0817  NGVD 29 (??/??/92)  321.999  (m)         1056.43   (f) ADJ UNCH    2 0
 JE0817
 JE0817.Superseded values are not recommended for survey control.
 JE0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0817.See file dsdata.txt to determine how the superseded data were derived.
 JE0817
 JE0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD435051(NAD 83)
 JE0817_MARKER: DB = BENCH MARK DISK
 JE0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0817_STAMPING: F 222 1934
 JE0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0817+STABILITY: SURFACE MOTION
 JE0817
 JE0817  HISTORY     - Date     Condition        Report By
 JE0817  HISTORY     - 1934     MONUMENTED       CGS
 JE0817  HISTORY     - 1956     MARK NOT FOUND   NGS
 JE0817
 JE0817                          STATION DESCRIPTION
 JE0817
 JE0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JE0817'AT OLATHE.
 JE0817'AT OLATHE, 6 RAILS NORTH OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 JE0817'STATION, 2 RAILS SOUTH OF A STREET CROSSING, 12 FEET WEST OF
 JE0817'THE WEST RAIL, AND 3 FEET WEST OF THE PASSENGER PLATFORM.  A
 JE0817'STANDARD DISK, STAMPED F 222 1934 AND SET IN THE TOP OF A
 JE0817'CONCRETE POST.  NOTE-- NOV. 1950, STATION AGENT IN AREA REPORTS
 JE0817'THAT THE LOCATION OF THE MARK HAS BEEN FILLED WITH CINDERS TO
 JE0817'A DEPTH OF ABOUT 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0580 ***********************************************************************
 HG0580  DESIGNATION -  F 23
 HG0580  PID         -  HG0580
 HG0580  STATE/COUNTY-  KS/FORD
 HG0580  USGS QUAD   -  KINGSDOWN (1969)
 HG0580
 HG0580                         *CURRENT SURVEY CONTROL
 HG0580  ___________________________________________________________________
 HG0580* NAD 83(1986)-  37 30 21.     (N)    099 50 14.     (W)     SCALED    
 HG0580* NAVD 88     -       788.091  (meters)    2585.60   (feet)  ADJUSTED  
 HG0580  ___________________________________________________________________
 HG0580  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 HG0580  DYNAMIC HT  -         787.390 (meters)    2583.30  (feet)  COMP
 HG0580  MODELED GRAV-     979,714.9   (mgal)                       NAVD 88
 HG0580
 HG0580  VERT ORDER  -  SECOND    CLASS 0
 HG0580
 HG0580.The horizontal coordinates were scaled from a topographic map and have
 HG0580.an estimated accuracy of +/- 6 seconds.
 HG0580
 HG0580.The orthometric height was determined by differential leveling
 HG0580.and adjusted by the National Geodetic Survey in June 1991..
 HG0580
 HG0580.The geoid height was determined by GEOID03.
 HG0580
 HG0580.The dynamic height is computed by dividing the NAVD 88
 HG0580.geopotential number by the normal gravity value computed on the
 HG0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0580.degrees latitude (g = 980.6199 gals.).
 HG0580
 HG0580.The modeled gravity was interpolated from observed gravity values.
 HG0580
 HG0580;                    North         East    Units  Estimated Accuracy
 HG0580;SPC KS S     -   493,980.      281,770.      MT  (+/- 180 meters Scaled)
 HG0580
 HG0580                          SUPERSEDED SURVEY CONTROL
 HG0580
 HG0580  NGVD 29 (??/??/92)  787.755  (m)         2584.49   (f) ADJ UNCH    2 0
 HG0580
 HG0580.Superseded values are not recommended for survey control.
 HG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0580.See file dsdata.txt to determine how the superseded data were derived.
 HG0580
 HG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG260513(NAD 83)
 HG0580_MARKER: DB = BENCH MARK DISK
 HG0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0580_SP_SET: CULVERT
 HG0580_STAMPING: F 23 1933
 HG0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0580
 HG0580  HISTORY     - Date     Condition        Report By
 HG0580  HISTORY     - 1933     MONUMENTED       CGS
 HG0580
 HG0580                          STATION DESCRIPTION
 HG0580
 HG0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0580'3.3 MI E FROM BLOOM.
 HG0580'ABOUT 3.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0580'RAILWAY FROM THE STATION AT BLOOM, FORD COUNTY, ABOUT 16 1/2
 HG0580'POLES WEST OF MILEPOST 359, 13 FEET SOUTH OF THE CENTER LINE OF
 HG0580'THE TRACK, AND IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 HG0580'HEAD WALL OF A CONCRETE BOX CULVERT.  A STANDARD DISK, STAMPED
 HG0580'F 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1304 ***********************************************************************
 JE1304  DESIGNATION -  F 230
 JE1304  PID         -  JE1304
 JE1304  STATE/COUNTY-  KS/OSAGE
 JE1304  USGS QUAD   -  LYNDON NW (1965)
 JE1304
 JE1304                         *CURRENT SURVEY CONTROL
 JE1304  ___________________________________________________________________
 JE1304* NAD 83(1986)-  38 38 30.     (N)    095 40 30.     (W)     SCALED    
 JE1304* NAVD 88     -       338.593  (meters)    1110.87   (feet)  ADJUSTED  
 JE1304  ___________________________________________________________________
 JE1304  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JE1304  DYNAMIC HT  -         338.357 (meters)    1110.09  (feet)  COMP
 JE1304  MODELED GRAV-     979,921.9   (mgal)                       NAVD 88
 JE1304
 JE1304  VERT ORDER  -  SECOND    CLASS 0
 JE1304
 JE1304.The horizontal coordinates were scaled from a topographic map and have
 JE1304.an estimated accuracy of +/- 6 seconds.
 JE1304
 JE1304.The orthometric height was determined by differential leveling
 JE1304.and adjusted by the National Geodetic Survey in June 1991..
 JE1304
 JE1304.The geoid height was determined by GEOID03.
 JE1304
 JE1304.The dynamic height is computed by dividing the NAVD 88
 JE1304.geopotential number by the normal gravity value computed on the
 JE1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1304.degrees latitude (g = 980.6199 gals.).
 JE1304
 JE1304.The modeled gravity was interpolated from observed gravity values.
 JE1304
 JE1304;                    North         East    Units  Estimated Accuracy
 JE1304;SPC KS S     -   622,930.      645,920.      MT  (+/- 180 meters Scaled)
 JE1304
 JE1304                          SUPERSEDED SURVEY CONTROL
 JE1304
 JE1304  NGVD 29 (??/??/92)  338.449  (m)         1110.39   (f) ADJ UNCH    2 0
 JE1304
 JE1304.Superseded values are not recommended for survey control.
 JE1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1304.See file dsdata.txt to determine how the superseded data were derived.
 JE1304
 JE1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC671804(NAD 83)
 JE1304_MARKER: DB = BENCH MARK DISK
 JE1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1304_STAMPING: F 230 1934
 JE1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1304+STABILITY: SURFACE MOTION
 JE1304
 JE1304  HISTORY     - Date     Condition        Report By
 JE1304  HISTORY     - 1934     MONUMENTED       CGS
 JE1304  HISTORY     - 1951     GOOD             NGS
 JE1304
 JE1304                          STATION DESCRIPTION
 JE1304
 JE1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1304'0.5 MI E FROM LYNDON.
 JE1304'ALONG THE MISSOURI PACIFIC RAILROAD, 26 FEET SOUTH OF POLE 378+07,
 JE1304'39 FEET EAST OF A RAILROAD WARNING SIGN, 34 FEET SOUTH OF THE
 JE1304'RIGHT-OF-WAY FENCE, 25 FEET EAST OF THE CENTER OF GRAVEL ROAD
 JE1304'AND 11 FEET NORTH OF THE NORTH RAIL.  THE DISK IS SET IN THE TOP
 JE1304'OF CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0009 ***********************************************************************
 JF0009  DESIGNATION -  F 231
 JF0009  PID         -  JF0009
 JF0009  STATE/COUNTY-  KS/WABAUNSEE
 JF0009  USGS QUAD   -  ESKRIDGE (1983)
 JF0009
 JF0009                         *CURRENT SURVEY CONTROL
 JF0009  ___________________________________________________________________
 JF0009* NAD 83(1986)-  38 51 09.     (N)    096 05 34.     (W)     SCALED    
 JF0009* NAVD 88     -       415.459  (meters)    1363.05   (feet)  ADJUSTED  
 JF0009  ___________________________________________________________________
 JF0009  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JF0009  DYNAMIC HT  -         415.170 (meters)    1362.10  (feet)  COMP
 JF0009  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 JF0009
 JF0009  VERT ORDER  -  SECOND    CLASS 0
 JF0009
 JF0009.The horizontal coordinates were scaled from a topographic map and have
 JF0009.an estimated accuracy of +/- 6 seconds.
 JF0009
 JF0009.The orthometric height was determined by differential leveling
 JF0009.and adjusted by the National Geodetic Survey in June 1991..
 JF0009
 JF0009.The geoid height was determined by GEOID03.
 JF0009
 JF0009.The dynamic height is computed by dividing the NAVD 88
 JF0009.geopotential number by the normal gravity value computed on the
 JF0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0009.degrees latitude (g = 980.6199 gals.).
 JF0009
 JF0009.The modeled gravity was interpolated from observed gravity values.
 JF0009
 JF0009;                    North         East    Units  Estimated Accuracy
 JF0009;SPC KS N     -    59,380.      565,540.      MT  (+/- 180 meters Scaled)
 JF0009
 JF0009                          SUPERSEDED SURVEY CONTROL
 JF0009
 JF0009  NGVD 29 (??/??/92)  415.308  (m)         1362.56   (f) ADJ UNCH    2 0
 JF0009
 JF0009.Superseded values are not recommended for survey control.
 JF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0009.See file dsdata.txt to determine how the superseded data were derived.
 JF0009
 JF0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ522044(NAD 83)
 JF0009_MARKER: DB = BENCH MARK DISK
 JF0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0009+STABILITY: SURFACE MOTION
 JF0009
 JF0009  HISTORY     - Date     Condition        Report By
 JF0009  HISTORY     - UNK      MONUMENTED       CGS
 JF0009  HISTORY     - 1934     GOOD             NGS
 JF0009  HISTORY     - 1968     GOOD             NGS
 JF0009
 JF0009                          STATION DESCRIPTION
 JF0009
 JF0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0009'1 MI E FROM ESKRIDGE.
 JF0009'ALONG A.T. AND S.F. R.R., 50 YDS. W. OF M 17.  MARK IS 6 YDS.
 JF0009'S. OF CENTERLINE OF TRACK, 240 YDS. E. OF CENTERLINE OF
 JF0009'CROSSING AND ACROSS TRACK TO THE S. FROM FIRST POLE W. OF MP.
 JF0009'NOTE-- A METAL WITNESS POST WAS SET 1 FOOT E OF THE MARK. 1968.
 JF0009
 JF0009                          STATION RECOVERY (1968)
 JF0009
 JF0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1340 ***********************************************************************
 JE1340  DESIGNATION -  F 232
 JE1340  PID         -  JE1340
 JE1340  STATE/COUNTY-  KS/OSAGE
 JE1340  USGS QUAD   -  QUENEMO (1965)
 JE1340
 JE1340                         *CURRENT SURVEY CONTROL
 JE1340  ___________________________________________________________________
 JE1340* NAD 83(1986)-  38 35 20.     (N)    095 31 38.     (W)     SCALED    
 JE1340* NAVD 88     -       288.867  (meters)     947.72   (feet)  ADJUSTED  
 JE1340  ___________________________________________________________________
 JE1340  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JE1340  DYNAMIC HT  -         288.664 (meters)     947.06  (feet)  COMP
 JE1340  MODELED GRAV-     979,918.6   (mgal)                       NAVD 88
 JE1340
 JE1340  VERT ORDER  -  SECOND    CLASS 0
 JE1340
 JE1340.The horizontal coordinates were scaled from a topographic map and have
 JE1340.an estimated accuracy of +/- 6 seconds.
 JE1340
 JE1340.The orthometric height was determined by differential leveling
 JE1340.and adjusted by the National Geodetic Survey in June 1991..
 JE1340
 JE1340.The geoid height was determined by GEOID03.
 JE1340
 JE1340.The dynamic height is computed by dividing the NAVD 88
 JE1340.geopotential number by the normal gravity value computed on the
 JE1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1340.degrees latitude (g = 980.6199 gals.).
 JE1340
 JE1340.The modeled gravity was interpolated from observed gravity values.
 JE1340
 JE1340;                    North         East    Units  Estimated Accuracy
 JE1340;SPC KS S     -   617,470.      658,960.      MT  (+/- 180 meters Scaled)
 JE1340
 JE1340                          SUPERSEDED SURVEY CONTROL
 JE1340
 JE1340  NGVD 29 (??/??/92)  288.725  (m)          947.26   (f) ADJ UNCH    2 0
 JE1340
 JE1340.Superseded values are not recommended for survey control.
 JE1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1340.See file dsdata.txt to determine how the superseded data were derived.
 JE1340
 JE1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC798741(NAD 83)
 JE1340_MARKER: DB = BENCH MARK DISK
 JE1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1340+STABILITY: SURFACE MOTION
 JE1340
 JE1340  HISTORY     - Date     Condition        Report By
 JE1340  HISTORY     - UNK      MONUMENTED       CGS
 JE1340  HISTORY     - 1935     GOOD             NGS
 JE1340
 JE1340                          STATION DESCRIPTION
 JE1340
 JE1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1340'IN QUENEMO.
 JE1340'JUST N. OF QUENEMO CITY LIMITS IN FRONT OF TWO-STORY HOUSE ON W.
 JE1340'SIDE OF U.S. HIGHWAY 50-S, 0.7 MILE N. OF G-232.  MARK IS 9
 JE1340'YDS. W. OF CENTERLINE OF HIGHWAY AND 11 YDS. N. OF CENTERLINE
 JE1340'OF ENTRANCE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0492 ***********************************************************************
 HF0492  DESIGNATION -  F 237
 HF0492  PID         -  HF0492
 HF0492  STATE/COUNTY-  KS/SEDGWICK
 HF0492  USGS QUAD   -  DERBY (1982)
 HF0492
 HF0492                         *CURRENT SURVEY CONTROL
 HF0492  ___________________________________________________________________
 HF0492* NAD 83(1986)-  37 34 27.     (N)    097 20 56.     (W)     SCALED    
 HF0492* NAVD 88     -       386.357  (meters)    1267.57   (feet)  ADJUSTED  
 HF0492  ___________________________________________________________________
 HF0492  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF0492  DYNAMIC HT  -         386.051 (meters)    1266.57  (feet)  COMP
 HF0492  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 HF0492
 HF0492  VERT ORDER  -  SECOND    CLASS 0
 HF0492
 HF0492.The horizontal coordinates were scaled from a topographic map and have
 HF0492.an estimated accuracy of +/- 6 seconds.
 HF0492
 HF0492.The orthometric height was determined by differential leveling
 HF0492.and adjusted by the National Geodetic Survey in June 1991..
 HF0492
 HF0492.The geoid height was determined by GEOID03.
 HF0492
 HF0492.The dynamic height is computed by dividing the NAVD 88
 HF0492.geopotential number by the normal gravity value computed on the
 HF0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0492.degrees latitude (g = 980.6199 gals.).
 HF0492
 HF0492.The modeled gravity was interpolated from observed gravity values.
 HF0492
 HF0492;                    North         East    Units  Estimated Accuracy
 HF0492;SPC KS S     -   501,350.      501,680.      MT  (+/- 180 meters Scaled)
 HF0492
 HF0492                          SUPERSEDED SURVEY CONTROL
 HF0492
 HF0492  NGVD 29 (??/??/92)  386.219  (m)         1267.12   (f) ADJ UNCH    2 0
 HF0492
 HF0492.Superseded values are not recommended for survey control.
 HF0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0492.See file dsdata.txt to determine how the superseded data were derived.
 HF0492
 HF0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG458598(NAD 83)
 HF0492_MARKER: DB = BENCH MARK DISK
 HF0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0492+STABILITY: SURFACE MOTION
 HF0492
 HF0492  HISTORY     - Date     Condition        Report By
 HF0492  HISTORY     - UNK      MONUMENTED       CGS
 HF0492  HISTORY     - 1934     GOOD             NGS
 HF0492  HISTORY     - 1961     MARK NOT FOUND   USGS
 HF0492
 HF0492                          STATION DESCRIPTION
 HF0492
 HF0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HF0492'1 MI N FROM HAYSVILLE.
 HF0492'1 MILE NORTH OF ALONG ROCK ISLAND RY., 42 FT EAST OF CENTER LINE
 HF0492'OF TRACK, 5 RAILS NORTH OF NORTH END OF BRIDGE 252.1, 1 1/2 FT
 HF0492'WEST OF RIGHT OF WAY FENCE, ABOUT MILE POST 252/2.  NOTE-- THE
 HF0492'AREA DESCRIBED IS MUCH LOWER THAN BM ELEVATION.
 HF0492
 HF0492                          STATION RECOVERY (1961)
 HF0492
 HF0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HF0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0493 ***********************************************************************
 HF0493  DESIGNATION -  F 237 RESET
 HF0493  PID         -  HF0493
 HF0493  STATE/COUNTY-  KS/SEDGWICK
 HF0493  USGS QUAD   -  DERBY (1982)
 HF0493
 HF0493                         *CURRENT SURVEY CONTROL
 HF0493  ___________________________________________________________________
 HF0493* NAD 83(1986)-  37 34 28.     (N)    097 20 57.     (W)     SCALED    
 HF0493* NAVD 88     -       385.14   (meters)    1263.6    (feet)  RESET     
 HF0493  ___________________________________________________________________
 HF0493  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF0493
 HF0493  VERT ORDER  -  THIRD
 HF0493
 HF0493.The horizontal coordinates were scaled from a topographic map and have
 HF0493.an estimated accuracy of +/- 6 seconds.
 HF0493
 HF0493.The orthometric height was computed from unverified reset data.
 HF0493.No vertical observational check was made to the station.
 HF0493
 HF0493.The geoid height was determined by GEOID03.
 HF0493
 HF0493;                    North         East    Units  Estimated Accuracy
 HF0493;SPC KS S     -   501,380.      501,660.      MT  (+/- 180 meters Scaled)
 HF0493
 HF0493                          SUPERSEDED SURVEY CONTROL
 HF0493
 HF0493  NGVD 29 (??/??/??)  385.01   (m)         1263.2    (f) RESET       3  
 HF0493
 HF0493.Superseded values are not recommended for survey control.
 HF0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0493.See file dsdata.txt to determine how the superseded data were derived.
 HF0493
 HF0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG457598(NAD 83)
 HF0493_MARKER: DB = BENCH MARK DISK
 HF0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0493_STAMPING: F 237 RESET 1952
 HF0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0493+STABILITY: SURFACE MOTION
 HF0493
 HF0493  HISTORY     - Date     Condition        Report By
 HF0493  HISTORY     - 1952     MONUMENTED       DOD
 HF0493
 HF0493                          STATION DESCRIPTION
 HF0493
 HF0493'DESCRIBED BY US DEPARTMENT OF DEFENSE 1952
 HF0493'1 MI N FROM HAYSVILLE.
 HF0493'1.0 MILE NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 HF0493'FROM HAYSVILLE, SEDGWICK COUNTY, 5 RAILS NORTH OF THE NORTH END
 HF0493'OF BRIDGE 252.1, AT POLE 252+02, 74 FEET WEST OF THE CENTERLINE
 HF0493'OF THE TRACK, AND 1.0 FOOT EAST OF THE WEST RIGHT-OF-WAY LINE.
 HF0493'A STANDARD DISK, STAMPED F 237 RESET 1952 AND SET IN THE TOP OF
 HF0493'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0670 ***********************************************************************
 HF0670  DESIGNATION -  F 238
 HF0670  PID         -  HF0670
 HF0670  STATE/COUNTY-  KS/SUMNER
 HF0670  USGS QUAD   -  SOUTH HAVEN (1965)
 HF0670
 HF0670                         *CURRENT SURVEY CONTROL
 HF0670  ___________________________________________________________________
 HF0670* NAD 83(1986)-  37 04 17.     (N)    097 23 45.     (W)     SCALED    
 HF0670* NAVD 88     -       350.145  (meters)    1148.77   (feet)  ADJUSTED  
 HF0670  ___________________________________________________________________
 HF0670  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0670  DYNAMIC HT  -         349.856 (meters)    1147.82  (feet)  COMP
 HF0670  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 HF0670
 HF0670  VERT ORDER  -  SECOND    CLASS 0
 HF0670
 HF0670.The horizontal coordinates were scaled from a topographic map and have
 HF0670.an estimated accuracy of +/- 6 seconds.
 HF0670
 HF0670.The orthometric height was determined by differential leveling
 HF0670.and adjusted by the National Geodetic Survey in June 1991..
 HF0670
 HF0670.The geoid height was determined by GEOID03.
 HF0670
 HF0670.The dynamic height is computed by dividing the NAVD 88
 HF0670.geopotential number by the normal gravity value computed on the
 HF0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0670.degrees latitude (g = 980.6199 gals.).
 HF0670
 HF0670.The modeled gravity was interpolated from observed gravity values.
 HF0670
 HF0670;                    North         East    Units  Estimated Accuracy
 HF0670;SPC KS S     -   445,500.      498,190.      MT  (+/- 180 meters Scaled)
 HF0670
 HF0670                          SUPERSEDED SURVEY CONTROL
 HF0670
 HF0670  NGVD 29 (??/??/92)  350.035  (m)         1148.41   (f) ADJ UNCH    2 0
 HF0670
 HF0670.Superseded values are not recommended for survey control.
 HF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0670.See file dsdata.txt to determine how the superseded data were derived.
 HF0670
 HF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG426039(NAD 83)
 HF0670_MARKER: DB = BENCH MARK DISK
 HF0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0670_STAMPING: F 238 1934
 HF0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0670+STABILITY: SURFACE MOTION
 HF0670
 HF0670  HISTORY     - Date     Condition        Report By
 HF0670  HISTORY     - 1934     MONUMENTED       CGS
 HF0670
 HF0670                          STATION DESCRIPTION
 HF0670
 HF0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0670'1.6 MI N FROM SOUTH HAVEN.
 HF0670'1.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0670'FROM SOUTH HAVEN, SUMNER COUNTY, AT MILEAGE 13.2, AT A ROAD
 HF0670'CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 34 FEET
 HF0670'WEST OF THE CENERLINE OF THE TRACK, AND 14 FEET EAST AND 1 FOOT
 HF0670'NORTH OF A RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED
 HF0670'F 238 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0722 ***********************************************************************
 HF0722  DESIGNATION -  F 239
 HF0722  PID         -  HF0722
 HF0722  STATE/COUNTY-  KS/SUMNER
 HF0722  USGS QUAD   -  WELLINGTON (1983)
 HF0722
 HF0722                         *CURRENT SURVEY CONTROL
 HF0722  ___________________________________________________________________
 HF0722* NAD 83(1986)-  37 15 50.     (N)    097 26 24.     (W)     SCALED    
 HF0722* NAVD 88     -       372.633  (meters)    1222.55   (feet)  ADJUSTED  
 HF0722  ___________________________________________________________________
 HF0722  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0722  DYNAMIC HT  -         372.329 (meters)    1221.55  (feet)  COMP
 HF0722  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 HF0722
 HF0722  VERT ORDER  -  SECOND    CLASS 0
 HF0722
 HF0722.The horizontal coordinates were scaled from a topographic map and have
 HF0722.an estimated accuracy of +/- 6 seconds.
 HF0722
 HF0722.The orthometric height was determined by differential leveling
 HF0722.and adjusted by the National Geodetic Survey in June 1991..
 HF0722
 HF0722.The geoid height was determined by GEOID03.
 HF0722
 HF0722.The dynamic height is computed by dividing the NAVD 88
 HF0722.geopotential number by the normal gravity value computed on the
 HF0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0722.degrees latitude (g = 980.6199 gals.).
 HF0722
 HF0722.The modeled gravity was interpolated from observed gravity values.
 HF0722
 HF0722;                    North         East    Units  Estimated Accuracy
 HF0722;SPC KS S     -   466,820.      494,020.      MT  (+/- 180 meters Scaled)
 HF0722
 HF0722                          SUPERSEDED SURVEY CONTROL
 HF0722
 HF0722  NGVD 29 (??/??/92)  372.516  (m)         1222.16   (f) ADJ UNCH    2 0
 HF0722
 HF0722.Superseded values are not recommended for survey control.
 HF0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0722.See file dsdata.txt to determine how the superseded data were derived.
 HF0722
 HF0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG383252(NAD 83)
 HF0722_MARKER: DB = BENCH MARK DISK
 HF0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0722+STABILITY: SURFACE MOTION
 HF0722
 HF0722  HISTORY     - Date     Condition        Report By
 HF0722  HISTORY     - UNK      MONUMENTED       CGS
 HF0722  HISTORY     - 1934     GOOD             NGS
 HF0722
 HF0722                          STATION DESCRIPTION
 HF0722
 HF0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HF0722'2.2 MI W FROM WELLINGTON.
 HF0722'2.2 MILES WEST OF WELLINGTON, ALONG SANTA FE RAILWAY, 45 FEET NORTH
 HF0722'OF CENTER LINE OF TRACK, 4 1/2 RAILS WEST OF GRADE CROSSING,
 HF0722'1 1/2 FEET SOUTH OF RIGHT OF WAY FENCE, NEAR MILEAGE NO. 241.15.
 HF0722'A STANDARD DISK SET ON TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0723 ***********************************************************************
 HF0723  DESIGNATION -  F 239 RESET
 HF0723  PID         -  HF0723
 HF0723  STATE/COUNTY-  KS/SUMNER
 HF0723  USGS QUAD   -  WELLINGTON (1983)
 HF0723
 HF0723                         *CURRENT SURVEY CONTROL
 HF0723  ___________________________________________________________________
 HF0723* NAD 83(1986)-  37 15 50.     (N)    097 26 24.     (W)     SCALED    
 HF0723* NAVD 88     -       372.75   (meters)    1222.9    (feet)  RESET     
 HF0723  ___________________________________________________________________
 HF0723  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0723
 HF0723  VERT ORDER  -  THIRD
 HF0723
 HF0723.The horizontal coordinates were scaled from a topographic map and have
 HF0723.an estimated accuracy of +/- 6 seconds.
 HF0723
 HF0723.The orthometric height was computed from unverified reset data.
 HF0723.No vertical observational check was made to the station.
 HF0723
 HF0723.The geoid height was determined by GEOID03.
 HF0723
 HF0723;                    North         East    Units  Estimated Accuracy
 HF0723;SPC KS S     -   466,820.      494,020.      MT  (+/- 180 meters Scaled)
 HF0723
 HF0723                          SUPERSEDED SURVEY CONTROL
 HF0723
 HF0723  NGVD 29 (??/??/??)  372.64   (m)         1222.6    (f) RESET       3  
 HF0723
 HF0723.Superseded values are not recommended for survey control.
 HF0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0723.See file dsdata.txt to determine how the superseded data were derived.
 HF0723
 HF0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG383252(NAD 83)
 HF0723_MARKER: DB = BENCH MARK DISK
 HF0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0723_STAMPING: F 239 RESET 1950
 HF0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0723+STABILITY: SURFACE MOTION
 HF0723
 HF0723  HISTORY     - Date     Condition        Report By
 HF0723  HISTORY     - 1950     MONUMENTED       ATSFRR
 HF0723  HISTORY     - 1965     GOOD             USGS
 HF0723
 HF0723                          STATION DESCRIPTION
 HF0723
 HF0723'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1950
 HF0723'2.2 MI W FROM WELLINGTON.
 HF0723'2.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0723'FROM WELLINGTON, SUMNER COUNTY, NEAR MILEAGE 241.15, 5 RAILS
 HF0723'WEST OF A ROAD CROSSING, 121.5 FEET NORTH OF THE CENTERLINE OF
 HF0723'THE MAIN TRACK, AND 3-1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 HF0723'A STANDARD DISK, STAMPED F 239 RESET 1950 AND SET IN THE TOP OF A
 HF0723'CONCRETE POST.
 HF0723
 HF0723                          STATION RECOVERY (1965)
 HF0723
 HF0723'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HF0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0305 ***********************************************************************
 JF0305  DESIGNATION -  F 240
 JF0305  PID         -  JF0305
 JF0305  STATE/COUNTY-  KS/CHASE
 JF0305  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF0305
 JF0305                         *CURRENT SURVEY CONTROL
 JF0305  ___________________________________________________________________
 JF0305* NAD 83(1986)-  38 19 17.     (N)    096 30 17.     (W)     SCALED    
 JF0305* NAVD 88     -       360.031  (meters)    1181.20   (feet)  ADJUSTED  
 JF0305  ___________________________________________________________________
 JF0305  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 JF0305  DYNAMIC HT  -         359.767 (meters)    1180.34  (feet)  COMP
 JF0305  MODELED GRAV-     979,886.7   (mgal)                       NAVD 88
 JF0305
 JF0305  VERT ORDER  -  SECOND    CLASS 0
 JF0305
 JF0305.The horizontal coordinates were scaled from a topographic map and have
 JF0305.an estimated accuracy of +/- 6 seconds.
 JF0305
 JF0305.The orthometric height was determined by differential leveling
 JF0305.and adjusted by the National Geodetic Survey in June 1991..
 JF0305
 JF0305.The geoid height was determined by GEOID03.
 JF0305
 JF0305.The dynamic height is computed by dividing the NAVD 88
 JF0305.geopotential number by the normal gravity value computed on the
 JF0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0305.degrees latitude (g = 980.6199 gals.).
 JF0305
 JF0305.The modeled gravity was interpolated from observed gravity values.
 JF0305
 JF0305;                    North         East    Units  Estimated Accuracy
 JF0305;SPC KS S     -   585,520.      574,460.      MT  (+/- 180 meters Scaled)
 JF0305
 JF0305                          SUPERSEDED SURVEY CONTROL
 JF0305
 JF0305  NGVD 29 (??/??/92)  359.894  (m)         1180.75   (f) ADJ UNCH    2 0
 JF0305
 JF0305.Superseded values are not recommended for survey control.
 JF0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0305.See file dsdata.txt to determine how the superseded data were derived.
 JF0305
 JF0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH181444(NAD 83)
 JF0305_MARKER: DB = BENCH MARK DISK
 JF0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0305+STABILITY: SURFACE MOTION
 JF0305
 JF0305  HISTORY     - Date     Condition        Report By
 JF0305  HISTORY     - UNK      MONUMENTED       CGS
 JF0305  HISTORY     - 1934     GOOD             NGS
 JF0305  HISTORY     - 1973     MARK NOT FOUND   USGS
 JF0305
 JF0305                          STATION DESCRIPTION
 JF0305
 JF0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0305'1.6 MI S FROM GLADSTONE.
 JF0305'1.6 MILES SOUTH OF BY RAILROAD ALONG THE ATCHISON TOPEKA AND SANTA
 JF0305'FE RR 47 FEET EAST OF CENTER OF TRACK 16 POLES SOUTH OF MP 131
 JF0305'12 FEET SOUTHEAST OF TELEGRAPH POLE 3 FEET WEST OF RIGHT-OF-WAY
 JF0305'FENCE 3 IN ABOVE THE GROUND NOTE-- MARK MAY HAVE BEEN DESTROYED
 JF0305'BY TRACK CONSTRUCTION.
 JF0305
 JF0305                          STATION RECOVERY (1973)
 JF0305
 JF0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JF0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0326 ***********************************************************************
 HF0326  DESIGNATION -  F 241
 HF0326  PID         -  HF0326
 HF0326  STATE/COUNTY-  KS/BUTLER
 HF0326  USGS QUAD   -  EL DORADO (1979)
 HF0326
 HF0326                         *CURRENT SURVEY CONTROL
 HF0326  ___________________________________________________________________
 HF0326* NAD 83(1986)-  37 49 02.     (N)    096 50 55.     (W)     SCALED    
 HF0326* NAVD 88     -       393.743  (meters)    1291.81   (feet)  ADJUSTED  
 HF0326  ___________________________________________________________________
 HF0326  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HF0326  DYNAMIC HT  -         393.443 (meters)    1290.82  (feet)  COMP
 HF0326  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 HF0326
 HF0326  VERT ORDER  -  SECOND    CLASS 0
 HF0326
 HF0326.The horizontal coordinates were scaled from a topographic map and have
 HF0326.an estimated accuracy of +/- 6 seconds.
 HF0326
 HF0326.The orthometric height was determined by differential leveling
 HF0326.and adjusted by the National Geodetic Survey in June 1991..
 HF0326.WARNING-Repeat measurements at this control monument indicate possible
 HF0326.vertical movement.
 HF0326
 HF0326.The geoid height was determined by GEOID03.
 HF0326
 HF0326.The dynamic height is computed by dividing the NAVD 88
 HF0326.geopotential number by the normal gravity value computed on the
 HF0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0326.degrees latitude (g = 980.6199 gals.).
 HF0326
 HF0326.The modeled gravity was interpolated from observed gravity values.
 HF0326
 HF0326;                    North         East    Units  Estimated Accuracy
 HF0326;SPC KS S     -   528,980.      545,390.      MT  (+/- 180 meters Scaled)
 HF0326
 HF0326                          SUPERSEDED SURVEY CONTROL
 HF0326
 HF0326  NGVD 29 (??/??/92)  393.605  (m)         1291.35   (f) ADJ UNCH    2 0
 HF0326
 HF0326.Superseded values are not recommended for survey control.
 HF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0326.See file dsdata.txt to determine how the superseded data were derived.
 HF0326
 HF0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG893877(NAD 83)
 HF0326_MARKER: DB = BENCH MARK DISK
 HF0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0326_STAMPING: F 241 1934
 HF0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0326+STABILITY: SURFACE MOTION
 HF0326
 HF0326  HISTORY     - Date     Condition        Report By
 HF0326  HISTORY     - 1934     MONUMENTED       CGS
 HF0326  HISTORY     - 1940     GOOD             NGS
 HF0326
 HF0326                          STATION DESCRIPTION
 HF0326
 HF0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HF0326'IN ELDORADO.
 HF0326'IN ELDORADO, BENCH MARK IS AT THE U.S. POST OFFICE BUILDING.
 HF0326'10 FEET SOUTH OF THE SOUTH SIDEWALK OF THE STREET.  6 FEET
 HF0326'WEST OF THE NORTH ENTRANCE TO THE BUILDING.  STD. DISK B M
 HF0326'IN A 6 X 6 INCH PRECAST CONCRETE POST SET FLUSH.  NO 4 X 4
 HF0326'INCH WOODEN POST SET--BUILDING SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0147 ***********************************************************************
 HF0147  DESIGNATION -  F 243
 HF0147  PID         -  HF0147
 HF0147  STATE/COUNTY-  KS/ELK
 HF0147  USGS QUAD   -  MOLINE (1979)
 HF0147
 HF0147                         *CURRENT SURVEY CONTROL
 HF0147  ___________________________________________________________________
 HF0147* NAD 83(1986)-  37 21 59.     (N)    096 17 06.     (W)     SCALED    
 HF0147* NAVD 88     -       318.312  (meters)    1044.33   (feet)  ADJUSTED  
 HF0147  ___________________________________________________________________
 HF0147  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HF0147  DYNAMIC HT  -         318.053 (meters)    1043.48  (feet)  COMP
 HF0147  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 HF0147
 HF0147  VERT ORDER  -  SECOND    CLASS 0
 HF0147
 HF0147.The horizontal coordinates were scaled from a topographic map and have
 HF0147.an estimated accuracy of +/- 6 seconds.
 HF0147
 HF0147.The orthometric height was determined by differential leveling
 HF0147.and adjusted by the National Geodetic Survey in June 1991..
 HF0147
 HF0147.The geoid height was determined by GEOID03.
 HF0147
 HF0147.The dynamic height is computed by dividing the NAVD 88
 HF0147.geopotential number by the normal gravity value computed on the
 HF0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0147.degrees latitude (g = 980.6199 gals.).
 HF0147
 HF0147.The modeled gravity was interpolated from observed gravity values.
 HF0147
 HF0147;                    North         East    Units  Estimated Accuracy
 HF0147;SPC KS S     -   479,990.      596,190.      MT  (+/- 180 meters Scaled)
 HF0147
 HF0147                          SUPERSEDED SURVEY CONTROL
 HF0147
 HF0147  NGVD 29 (??/??/92)  318.161  (m)         1043.83   (f) ADJ UNCH    2 0
 HF0147
 HF0147.Superseded values are not recommended for survey control.
 HF0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0147.See file dsdata.txt to determine how the superseded data were derived.
 HF0147
 HF0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG404389(NAD 83)
 HF0147_MARKER: DB = BENCH MARK DISK
 HF0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0147_SP_SET: PIER
 HF0147_STAMPING: F 243 1935
 HF0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0147
 HF0147  HISTORY     - Date     Condition        Report By
 HF0147  HISTORY     - 1935     MONUMENTED       CGS
 HF0147  HISTORY     - 1962     GOOD             NGS
 HF0147
 HF0147                          STATION DESCRIPTION
 HF0147
 HF0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0147'1.1 MI E FROM MOLINE.
 HF0147'1.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0147'FROM MOLINE, ELK COUNTY, AT CONCRETE OVERHEAD BRIDGE NO. 201 A
 HF0147'OVER STATE HIGHWAY 11, ON THE NORTH SIDE OF THE BRIDGE, IN THE
 HF0147'SOUTH FACE OF THE WEST PIER, AND 3 FEET ABOVE GROUND.  A STANDARD
 HF0147'DISK, STAMPED F 243 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0568 ***********************************************************************
 HE0568  DESIGNATION -  F 244
 HE0568  PID         -  HE0568
 HE0568  STATE/COUNTY-  KS/MONTGOMERY
 HE0568  USGS QUAD   -  INDEPENDENCE (1979)
 HE0568
 HE0568                         *CURRENT SURVEY CONTROL
 HE0568  ___________________________________________________________________
 HE0568* NAD 83(1986)-  37 13 24.     (N)    095 42 35.     (W)     SCALED    
 HE0568* NAVD 88     -       245.626  (meters)     805.86   (feet)  ADJUSTED  
 HE0568  ___________________________________________________________________
 HE0568  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HE0568  DYNAMIC HT  -         245.431 (meters)     805.22  (feet)  COMP
 HE0568  MODELED GRAV-     979,830.6   (mgal)                       NAVD 88
 HE0568
 HE0568  VERT ORDER  -  SECOND    CLASS 0
 HE0568
 HE0568.The horizontal coordinates were scaled from a topographic map and have
 HE0568.an estimated accuracy of +/- 6 seconds.
 HE0568
 HE0568.The orthometric height was determined by differential leveling
 HE0568.and adjusted by the National Geodetic Survey in June 1991..
 HE0568
 HE0568.The geoid height was determined by GEOID03.
 HE0568
 HE0568.The dynamic height is computed by dividing the NAVD 88
 HE0568.geopotential number by the normal gravity value computed on the
 HE0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0568.degrees latitude (g = 980.6199 gals.).
 HE0568
 HE0568.The modeled gravity was interpolated from observed gravity values.
 HE0568
 HE0568;                    North         East    Units  Estimated Accuracy
 HE0568;SPC KS S     -   465,490.      647,600.      MT  (+/- 180 meters Scaled)
 HE0568
 HE0568                          SUPERSEDED SURVEY CONTROL
 HE0568
 HE0568  NGVD 29 (??/??/92)  245.486  (m)          805.40   (f) ADJ UNCH    2 0
 HE0568
 HE0568.Superseded values are not recommended for survey control.
 HE0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0568.See file dsdata.txt to determine how the superseded data were derived.
 HE0568
 HE0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB595230(NAD 83)
 HE0568_MARKER: DB = BENCH MARK DISK
 HE0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0568_STAMPING: F 244 1935
 HE0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0568+STABILITY: SURFACE MOTION
 HE0568
 HE0568  HISTORY     - Date     Condition        Report By
 HE0568  HISTORY     - 1935     MONUMENTED       CGS
 HE0568  HISTORY     - 1945     GOOD             NGS
 HE0568
 HE0568                          STATION DESCRIPTION
 HE0568
 HE0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HE0568'AT INDEPENDENCE.
 HE0568'AT INDEPENDENCE, MONTGOMERY COUNTY, AT THE INTERSECTION OF
 HE0568'MYRTLE AND EIGHT STREETS, 30 FEET SOUTH OF THE SOUTH CURB OF
 HE0568'MYRTLE STREET, IN THE POST OFFICE YARD, AND 20 FEET EAST OF
 HE0568'THE NORTH ENTRANCE ON THE NORTH SIDE OF THE BUILDING.  A STANDARD
 HE0568'DISK, STAMPED F 244 1935 AND SET IN THE TOP OF A CONCRETE POST
 HE0568'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0614 ***********************************************************************
 HE0614  DESIGNATION -  F 245
 HE0614  PID         -  HE0614
 HE0614  STATE/COUNTY-  KS/WOODSON
 HE0614  USGS QUAD   -  ROSE (1968)
 HE0614
 HE0614                         *CURRENT SURVEY CONTROL
 HE0614  ___________________________________________________________________
 HE0614* NAD 83(1986)-  37 47 37.     (N)    095 41 14.     (W)     SCALED    
 HE0614* NAVD 88     -       312.262  (meters)    1024.48   (feet)  ADJUSTED  
 HE0614  ___________________________________________________________________
 HE0614  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HE0614  DYNAMIC HT  -         312.021 (meters)    1023.69  (feet)  COMP
 HE0614  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 HE0614
 HE0614  VERT ORDER  -  SECOND    CLASS 0
 HE0614
 HE0614.The horizontal coordinates were scaled from a topographic map and have
 HE0614.an estimated accuracy of +/- 6 seconds.
 HE0614
 HE0614.The orthometric height was determined by differential leveling
 HE0614.and adjusted by the National Geodetic Survey in June 1991..
 HE0614
 HE0614.The geoid height was determined by GEOID03.
 HE0614
 HE0614.The dynamic height is computed by dividing the NAVD 88
 HE0614.geopotential number by the normal gravity value computed on the
 HE0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0614.degrees latitude (g = 980.6199 gals.).
 HE0614
 HE0614.The modeled gravity was interpolated from observed gravity values.
 HE0614
 HE0614;                    North         East    Units  Estimated Accuracy
 HE0614;SPC KS S     -   528,810.      647,690.      MT  (+/- 180 meters Scaled)
 HE0614
 HE0614                          SUPERSEDED SURVEY CONTROL
 HE0614
 HE0614  NGVD 29 (??/??/92)  312.107  (m)         1023.97   (f) ADJ UNCH    2 0
 HE0614
 HE0614.Superseded values are not recommended for survey control.
 HE0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0614.See file dsdata.txt to determine how the superseded data were derived.
 HE0614
 HE0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB633863(NAD 83)
 HE0614_MARKER: DB = BENCH MARK DISK
 HE0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0614+STABILITY: SURFACE MOTION
 HE0614
 HE0614  HISTORY     - Date     Condition        Report By
 HE0614  HISTORY     - 1934     MONUMENTED       CGS
 HE0614
 HE0614                          STATION DESCRIPTION
 HE0614
 HE0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0614'AT ROSE.
 HE0614'MARK IS LOCATED ALONG THE MO. P. RAILROAD AT THE DEPOT AT
 HE0614'ROSE.  2 YDS. N. OF THE NW CORNER OF ROSE STATION, 4 YDS. E.
 HE0614'OF CENTER OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0392 ***********************************************************************
 HE0392  DESIGNATION -  F 246
 HE0392  PID         -  HE0392
 HE0392  STATE/COUNTY-  KS/NEOSHO
 HE0392  USGS QUAD   -  ERIE (1973)
 HE0392
 HE0392                         *CURRENT SURVEY CONTROL
 HE0392  ___________________________________________________________________
 HE0392* NAD 83(1986)-  37 34 32.     (N)    095 14 37.     (W)     SCALED    
 HE0392* NAVD 88     -       275.476  (meters)     903.79   (feet)  ADJUSTED  
 HE0392  ___________________________________________________________________
 HE0392  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HE0392  DYNAMIC HT  -         275.261 (meters)     903.09  (feet)  COMP
 HE0392  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 HE0392
 HE0392  VERT ORDER  -  SECOND    CLASS 0
 HE0392
 HE0392.The horizontal coordinates were scaled from a topographic map and have
 HE0392.an estimated accuracy of +/- 6 seconds.
 HE0392
 HE0392.The orthometric height was determined by differential leveling
 HE0392.and adjusted by the National Geodetic Survey in June 1991..
 HE0392
 HE0392.The geoid height was determined by GEOID03.
 HE0392
 HE0392.The dynamic height is computed by dividing the NAVD 88
 HE0392.geopotential number by the normal gravity value computed on the
 HE0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0392.degrees latitude (g = 980.6199 gals.).
 HE0392
 HE0392.The modeled gravity was interpolated from observed gravity values.
 HE0392
 HE0392;                    North         East    Units  Estimated Accuracy
 HE0392;SPC KS S     -   505,900.      687,590.      MT  (+/- 180 meters Scaled)
 HE0392
 HE0392                          SUPERSEDED SURVEY CONTROL
 HE0392
 HE0392  NGVD 29 (??/??/92)  275.350  (m)          903.38   (f) ADJ UNCH    2 0
 HE0392
 HE0392.Superseded values are not recommended for survey control.
 HE0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0392.See file dsdata.txt to determine how the superseded data were derived.
 HE0392
 HE0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB018610(NAD 83)
 HE0392_MARKER: DB = BENCH MARK DISK
 HE0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0392_STAMPING: F 246 1934
 HE0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0392+STABILITY: SURFACE MOTION
 HE0392
 HE0392  HISTORY     - Date     Condition        Report By
 HE0392  HISTORY     - 1934     MONUMENTED       CGS
 HE0392  HISTORY     - 1964     GOOD             NGS
 HE0392
 HE0392                          STATION DESCRIPTION
 HE0392
 HE0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0392'AT ERIE.
 HE0392'AT ERIE, NEOSHO COUNTY, OPPOSITE THE ATCHISON, TOPEKA AND SANTA
 HE0392'FE RAILROAD DEPOT, 158.0 FEET WEST OF THE CENTER OF MAIN ST.,
 HE0392'34.5 FEET SOUTH OF THE CENTER OF THE TRACK, 8.5 FEET WEST OF
 HE0392'A METER POLE.  SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 HE0392'MONUMENT WHICH PROJECTS 0.2 FEET ABOVE THE SURFACE OF THE GROUND.
 HE0392'STAMPED F 246 1934
 HE0392
 HE0392                          STATION RECOVERY (1964)
 HE0392
 HE0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0236 ***********************************************************************
 HE0236  DESIGNATION -  F 247
 HE0236  PID         -  HE0236
 HE0236  STATE/COUNTY-  KS/CRAWFORD
 HE0236  USGS QUAD   -  CHEROKEE (1964)
 HE0236
 HE0236                         *CURRENT SURVEY CONTROL
 HE0236  ___________________________________________________________________
 HE0236* NAD 83(1986)-  37 21 56.     (N)    094 46 39.     (W)     SCALED    
 HE0236* NAVD 88     -       286.281  (meters)     939.24   (feet)  ADJUSTED  
 HE0236  ___________________________________________________________________
 HE0236  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HE0236  DYNAMIC HT  -         286.054 (meters)     938.50  (feet)  COMP
 HE0236  MODELED GRAV-     979,829.2   (mgal)                       NAVD 88
 HE0236
 HE0236  VERT ORDER  -  SECOND    CLASS 0
 HE0236
 HE0236.The horizontal coordinates were scaled from a topographic map and have
 HE0236.an estimated accuracy of +/- 6 seconds.
 HE0236
 HE0236.The orthometric height was determined by differential leveling
 HE0236.and adjusted by the National Geodetic Survey in June 1991..
 HE0236
 HE0236.The geoid height was determined by GEOID03.
 HE0236
 HE0236.The dynamic height is computed by dividing the NAVD 88
 HE0236.geopotential number by the normal gravity value computed on the
 HE0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0236.degrees latitude (g = 980.6199 gals.).
 HE0236
 HE0236.The modeled gravity was interpolated from observed gravity values.
 HE0236
 HE0236;                    North         East    Units  Estimated Accuracy
 HE0236;SPC KS S     -   484,150.      729,660.      MT  (+/- 180 meters Scaled)
 HE0236
 HE0236                          SUPERSEDED SURVEY CONTROL
 HE0236
 HE0236  NGVD 29 (??/??/92)  286.167  (m)          938.87   (f) ADJ UNCH    2 0
 HE0236
 HE0236.Superseded values are not recommended for survey control.
 HE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0236.See file dsdata.txt to determine how the superseded data were derived.
 HE0236
 HE0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB425369(NAD 83)
 HE0236_MARKER: DB = BENCH MARK DISK
 HE0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0236_STAMPING: F 247 1935
 HE0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0236+STABILITY: SURFACE MOTION
 HE0236
 HE0236  HISTORY     - Date     Condition        Report By
 HE0236  HISTORY     - 1935     MONUMENTED       CGS
 HE0236  HISTORY     - 1962     MARK NOT FOUND   USGS
 HE0236
 HE0236                          STATION DESCRIPTION
 HE0236
 HE0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0236'2.3 MI E FROM CHEROKEE.
 HE0236'2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0236'STATION AT CHEROKEE, CRAWFORD COUNTY, 23 RAILS WEST OF THE STATION
 HE0236'SIGN AT FLEMING, 16 POLES WEST OF MILEPOST 363, 3-1/2 RAILS WEST
 HE0236'OF A SWITCHSTAND, AND 20 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 HE0236'TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 HE0236
 HE0236                          STATION RECOVERY (1962)
 HE0236
 HE0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HE0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0578 ***********************************************************************
 HE0578  DESIGNATION -  F 25
 HE0578  PID         -  HE0578
 HE0578  STATE/COUNTY-  KS/GREENWOOD
 HE0578  USGS QUAD   -  QUINCY (1968)
 HE0578
 HE0578                         *CURRENT SURVEY CONTROL
 HE0578  ___________________________________________________________________
 HE0578* NAD 83(1986)-  37 52 57.     (N)    095 59 40.     (W)     SCALED    
 HE0578* NAVD 88     -       287.409  (meters)     942.94   (feet)  ADJUSTED  
 HE0578  ___________________________________________________________________
 HE0578  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HE0578  DYNAMIC HT  -         287.189 (meters)     942.22  (feet)  COMP
 HE0578  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 HE0578
 HE0578  VERT ORDER  -  FIRST     CLASS II
 HE0578
 HE0578.The horizontal coordinates were scaled from a topographic map and have
 HE0578.an estimated accuracy of +/- 6 seconds.
 HE0578
 HE0578.The orthometric height was determined by differential leveling
 HE0578.and adjusted by the National Geodetic Survey in June 1991..
 HE0578
 HE0578.The geoid height was determined by GEOID03.
 HE0578
 HE0578.The dynamic height is computed by dividing the NAVD 88
 HE0578.geopotential number by the normal gravity value computed on the
 HE0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0578.degrees latitude (g = 980.6199 gals.).
 HE0578
 HE0578.The modeled gravity was interpolated from observed gravity values.
 HE0578
 HE0578;                    North         East    Units  Estimated Accuracy
 HE0578;SPC KS S     -   537,900.      620,380.      MT  (+/- 180 meters Scaled)
 HE0578
 HE0578                          SUPERSEDED SURVEY CONTROL
 HE0578
 HE0578  NGVD 29 (??/??/92)  287.267  (m)          942.48   (f) ADJ UNCH    1 2
 HE0578
 HE0578.Superseded values are not recommended for survey control.
 HE0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0578.See file dsdata.txt to determine how the superseded data were derived.
 HE0578
 HE0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB366970(NAD 83)
 HE0578_MARKER: DB = BENCH MARK DISK
 HE0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0578_STAMPING: F 25 1933
 HE0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0578+STABILITY: SURFACE MOTION
 HE0578
 HE0578  HISTORY     - Date     Condition        Report By
 HE0578  HISTORY     - 1933     MONUMENTED       CGS
 HE0578  HISTORY     - 1952     GOOD             NGS
 HE0578
 HE0578                          STATION DESCRIPTION
 HE0578
 HE0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HE0578'AT QUINCY.
 HE0578'AT QUINCY, GREENWOOD COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 HE0578'FE RAILWAY, 70.3 FEET WEST OF THE NORTHWEST CORNER OF THE
 HE0578'STATION, 45 YARDS SOUTH OF THE MAIN STREET-CROSSING, 46.5 FEET
 HE0578'WEST OF THE WEST RAIL, 6 FEET NORTH OF BENCH MARK 49 (A.T. AND
 HE0578'S.F. RY.), AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 HE0578'DISK, STAMPED F 25 1933 AND SET IN THE TOP OF A CONCRETE POST
 HE0578'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- THE RAILS HAVE BEEN
 HE0578'TAKEN UP AND THE RIGHT-OF-WAY FENCE REMOVED.  THE STATION IS
 HE0578'NOT USED BUT IS STILL IN THE SAME LOCATION.  THE MARK CAN
 HE0578'EASILY BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0289 ***********************************************************************
 HE0289  DESIGNATION -  F 251
 HE0289  PID         -  HE0289
 HE0289  STATE/COUNTY-  KS/BOURBON
 HE0289  USGS QUAD   -  HAMMOND (1977)
 HE0289
 HE0289                         *CURRENT SURVEY CONTROL
 HE0289  ___________________________________________________________________
 HE0289* NAD 83(1986)-  37 57 54.     (N)    094 42 17.     (W)     SCALED    
 HE0289* NAVD 88     -       257.431  (meters)     844.59   (feet)  ADJUSTED  
 HE0289  ___________________________________________________________________
 HE0289  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 HE0289  DYNAMIC HT  -         257.241 (meters)     843.96  (feet)  COMP
 HE0289  MODELED GRAV-     979,885.6   (mgal)                       NAVD 88
 HE0289
 HE0289  VERT ORDER  -  SECOND    CLASS 0
 HE0289
 HE0289.The horizontal coordinates were scaled from a topographic map and have
 HE0289.an estimated accuracy of +/- 6 seconds.
 HE0289
 HE0289.The orthometric height was determined by differential leveling
 HE0289.and adjusted by the National Geodetic Survey in June 1991..
 HE0289
 HE0289.The geoid height was determined by GEOID03.
 HE0289
 HE0289.The dynamic height is computed by dividing the NAVD 88
 HE0289.geopotential number by the normal gravity value computed on the
 HE0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0289.degrees latitude (g = 980.6199 gals.).
 HE0289
 HE0289.The modeled gravity was interpolated from observed gravity values.
 HE0289
 HE0289;                    North         East    Units  Estimated Accuracy
 HE0289;SPC KS S     -   550,880.      733,390.      MT  (+/- 180 meters Scaled)
 HE0289
 HE0289                          SUPERSEDED SURVEY CONTROL
 HE0289
 HE0289  NGVD 29 (??/??/92)  257.309  (m)          844.19   (f) ADJ UNCH    2 0
 HE0289
 HE0289.Superseded values are not recommended for survey control.
 HE0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0289.See file dsdata.txt to determine how the superseded data were derived.
 HE0289
 HE0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC502033(NAD 83)
 HE0289_MARKER: DB = BENCH MARK DISK
 HE0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0289_STAMPING: F 251 1934
 HE0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0289+STABILITY: SURFACE MOTION
 HE0289
 HE0289  HISTORY     - Date     Condition        Report By
 HE0289  HISTORY     - 1934     MONUMENTED       CGS
 HE0289
 HE0289                          STATION DESCRIPTION
 HE0289
 HE0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0289'2 MI N FROM HAMMOND.
 HE0289'ABOUT 2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HE0289'FROM HAMMOND, BOURBON COUNTY, 21 FEET SOUTH OF THE CENTERLINE
 HE0289'OF A ROAD, 45 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK,
 HE0289'AND 4 FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK,
 HE0289'STAMPED F 251 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0832 ***********************************************************************
 JE0832  DESIGNATION -  F 252
 JE0832  PID         -  JE0832
 JE0832  STATE/COUNTY-  KS/MIAMI
 JE0832  USGS QUAD   -  PAOLA EAST (1973)
 JE0832
 JE0832                         *CURRENT SURVEY CONTROL
 JE0832  ___________________________________________________________________
 JE0832* NAD 83(1986)-  38 30 14.     (N)    094 51 57.     (W)     SCALED    
 JE0832* NAVD 88     -       262.554  (meters)     861.40   (feet)  ADJUSTED  
 JE0832  ___________________________________________________________________
 JE0832  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE0832  DYNAMIC HT  -         262.373 (meters)     860.80  (feet)  COMP
 JE0832  MODELED GRAV-     979,931.5   (mgal)                       NAVD 88
 JE0832
 JE0832  VERT ORDER  -  SECOND    CLASS 0
 JE0832
 JE0832.The horizontal coordinates were scaled from a topographic map and have
 JE0832.an estimated accuracy of +/- 6 seconds.
 JE0832
 JE0832.The orthometric height was determined by differential leveling
 JE0832.and adjusted by the National Geodetic Survey in June 1991..
 JE0832
 JE0832.The geoid height was determined by GEOID03.
 JE0832
 JE0832.The dynamic height is computed by dividing the NAVD 88
 JE0832.geopotential number by the normal gravity value computed on the
 JE0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0832.degrees latitude (g = 980.6199 gals.).
 JE0832
 JE0832.The modeled gravity was interpolated from observed gravity values.
 JE0832
 JE0832;                    North         East    Units  Estimated Accuracy
 JE0832;SPC KS S     -   610,090.      716,920.      MT  (+/- 180 meters Scaled)
 JE0832
 JE0832                          SUPERSEDED SURVEY CONTROL
 JE0832
 JE0832  NGVD 29 (??/??/92)  262.410  (m)          860.92   (f) ADJ UNCH    2 0
 JE0832
 JE0832.Superseded values are not recommended for survey control.
 JE0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0832.See file dsdata.txt to determine how the superseded data were derived.
 JE0832
 JE0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC373633(NAD 83)
 JE0832_MARKER: DB = BENCH MARK DISK
 JE0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0832_STAMPING: F 252 1934
 JE0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0832+STABILITY: SURFACE MOTION
 JE0832
 JE0832  HISTORY     - Date     Condition        Report By
 JE0832  HISTORY     - 1934     MONUMENTED       USGS
 JE0832  HISTORY     - 1949     GOOD             NGS
 JE0832  HISTORY     - 1955     POOR             USGS
 JE0832
 JE0832                          STATION DESCRIPTION
 JE0832
 JE0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JE0832'5.1 MI S FROM PAOLA.
 JE0832'5.1 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILROAD FROM
 JE0832'THE RAILROAD STATION AT PAOLA, 168.0 FEET NORTH OF THE CENTER
 JE0832'LINE OF AN EAST-WEST ROAD, 82.0 FEET NORTHWEST OF HENSON SIGN
 JE0832'POST, 48.0 FEET EAST OF THE CENTER LINE OF A T ROAD LEADING
 JE0832'NORTH, 32.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 1-1/2
 JE0832'POLES NORTH OF MILE POST 48-15, 2.0 FEET EAST OF A REFERENCE
 JE0832'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 JE0832'ABOVE THE GROUND.  NOTE-- HENSON HAS NO STATION AND IS NOT A
 JE0832'TOWN.  NOTE-- B.M. E E 252 IS 0.9 MILE SOUTH.  NOTE-- POST IS
 JE0832'LOOSE DUE TO EXCAVATION IN THAT AREA.
 JE0832
 JE0832                          STATION RECOVERY (1955)
 JE0832
 JE0832'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JE0832'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0223 ***********************************************************************
 HE0223  DESIGNATION -  F 253
 HE0223  PID         -  HE0223
 HE0223  STATE/COUNTY-  KS/CRAWFORD
 HE0223  USGS QUAD   -  RADLEY (1977)
 HE0223
 HE0223                         *CURRENT SURVEY CONTROL
 HE0223  ___________________________________________________________________
 HE0223* NAD 83(1986)-  37 25 34.     (N)    094 49 35.     (W)     SCALED    
 HE0223* NAVD 88     -       294.192  (meters)     965.19   (feet)  ADJUSTED  
 HE0223  ___________________________________________________________________
 HE0223  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HE0223  DYNAMIC HT  -         293.960 (meters)     964.43  (feet)  COMP
 HE0223  MODELED GRAV-     979,834.2   (mgal)                       NAVD 88
 HE0223
 HE0223  VERT ORDER  -  SECOND    CLASS 0
 HE0223
 HE0223.The horizontal coordinates were scaled from a topographic map and have
 HE0223.an estimated accuracy of +/- 6 seconds.
 HE0223
 HE0223.The orthometric height was determined by differential leveling
 HE0223.and adjusted by the National Geodetic Survey in June 1991..
 HE0223
 HE0223.The geoid height was determined by GEOID03.
 HE0223
 HE0223.The dynamic height is computed by dividing the NAVD 88
 HE0223.geopotential number by the normal gravity value computed on the
 HE0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0223.degrees latitude (g = 980.6199 gals.).
 HE0223
 HE0223.The modeled gravity was interpolated from observed gravity values.
 HE0223
 HE0223;                    North         East    Units  Estimated Accuracy
 HE0223;SPC KS S     -   490,690.      725,070.      MT  (+/- 180 meters Scaled)
 HE0223
 HE0223                          SUPERSEDED SURVEY CONTROL
 HE0223
 HE0223  NGVD 29 (??/??/92)  294.075  (m)          964.81   (f) ADJ UNCH    2 0
 HE0223
 HE0223.Superseded values are not recommended for survey control.
 HE0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0223.See file dsdata.txt to determine how the superseded data were derived.
 HE0223
 HE0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB383437(NAD 83)
 HE0223_MARKER: DB = BENCH MARK DISK
 HE0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0223_STAMPING: F 253 1934
 HE0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0223+STABILITY: SURFACE MOTION
 HE0223
 HE0223  HISTORY     - Date     Condition        Report By
 HE0223  HISTORY     - 1934     MONUMENTED       CGS
 HE0223  HISTORY     - 20040122 MARK NOT FOUND   SKW
 HE0223
 HE0223                          STATION DESCRIPTION
 HE0223
 HE0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0223'1 MI S FROM BEULAH.
 HE0223'1 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0223'THE STATION AT BEULAH, CRAWFORD COUNTY, 10 FEET NORTHEAST OF
 HE0223'THE SIXTEENTH POLE SOUTH OF MILEPOST 130, 33 FEET NORTH OF THE
 HE0223'CENTERLINE OF THE ROAD, AND 42 FEET EAST OF THE CENTERLINE OF
 HE0223'THE MAIN TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 HE0223'POST.
 HE0223
 HE0223                          STATION RECOVERY (2004)
 HE0223
 HE0223'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 HE0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0663 ***********************************************************************
 KE0663  DESIGNATION -  F 256
 KE0663  PID         -  KE0663
 KE0663  STATE/COUNTY-  KS/JEFFERSON
 KE0663  USGS QUAD   -  OSKALOOSA (1974)
 KE0663
 KE0663                         *CURRENT SURVEY CONTROL
 KE0663  ___________________________________________________________________
 KE0663* NAD 83(1986)-  39 14 36.     (N)    095 18 44.     (W)     SCALED    
 KE0663* NAVD 88     -       297.364  (meters)     975.60   (feet)  ADJUSTED  
 KE0663  ___________________________________________________________________
 KE0663  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 KE0663  DYNAMIC HT  -         297.173 (meters)     974.98  (feet)  COMP
 KE0663  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 KE0663
 KE0663  VERT ORDER  -  SECOND    CLASS 0
 KE0663
 KE0663.The horizontal coordinates were scaled from a topographic map and have
 KE0663.an estimated accuracy of +/- 6 seconds.
 KE0663
 KE0663.The orthometric height was determined by differential leveling
 KE0663.and adjusted by the National Geodetic Survey in June 1991..
 KE0663
 KE0663.The geoid height was determined by GEOID03.
 KE0663
 KE0663.The dynamic height is computed by dividing the NAVD 88
 KE0663.geopotential number by the normal gravity value computed on the
 KE0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0663.degrees latitude (g = 980.6199 gals.).
 KE0663
 KE0663.The modeled gravity was interpolated from observed gravity values.
 KE0663
 KE0663;                    North         East    Units  Estimated Accuracy
 KE0663;SPC KS N     -   104,460.      631,990.      MT  (+/- 180 meters Scaled)
 KE0663
 KE0663                          SUPERSEDED SURVEY CONTROL
 KE0663
 KE0663  NGVD 29 (??/??/92)  297.280  (m)          975.33   (f) ADJ UNCH    2 0
 KE0663
 KE0663.Superseded values are not recommended for survey control.
 KE0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0663.See file dsdata.txt to determine how the superseded data were derived.
 KE0663
 KE0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD004463(NAD 83)
 KE0663_MARKER: DB = BENCH MARK DISK
 KE0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0663_SP_SET: BRIDGE
 KE0663_STAMPING: F 256 1938
 KE0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0663
 KE0663  HISTORY     - Date     Condition        Report By
 KE0663  HISTORY     - 1938     MONUMENTED       CGS
 KE0663  HISTORY     - 1950     GOOD             NGS
 KE0663
 KE0663                          STATION DESCRIPTION
 KE0663
 KE0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0663'2.1 MI N FROM OSKALOOSA.
 KE0663'2.1 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE COUNTY COURTHOUSE
 KE0663'AT OSKALOOSA, JEFFERSON COUNTY, 58 YARDS SOUTH OF THE CENTERLINE
 KE0663'OF A DIRT ROAD LEADING WEST, AT A STEEL BRIDGE OVER A STREAM,
 KE0663'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE BRIDGE SEAT,
 KE0663'13 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET LOWER
 KE0663'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 256 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1064 ***********************************************************************
 JE1064  DESIGNATION -  F 257
 JE1064  PID         -  JE1064
 JE1064  STATE/COUNTY-  KS/FRANKLIN
 JE1064  USGS QUAD   -  RICHMOND (1983)
 JE1064
 JE1064                         *CURRENT SURVEY CONTROL
 JE1064  ___________________________________________________________________
 JE1064* NAD 83(1986)-  38 24 13.     (N)    095 15 20.     (W)     SCALED    
 JE1064* NAVD 88     -       311.231  (meters)    1021.10   (feet)  ADJUSTED  
 JE1064  ___________________________________________________________________
 JE1064  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 JE1064  DYNAMIC HT  -         311.011 (meters)    1020.38  (feet)  COMP
 JE1064  MODELED GRAV-     979,912.8   (mgal)                       NAVD 88
 JE1064
 JE1064  VERT ORDER  -  SECOND    CLASS 0
 JE1064
 JE1064.The horizontal coordinates were scaled from a topographic map and have
 JE1064.an estimated accuracy of +/- 6 seconds.
 JE1064
 JE1064.The orthometric height was determined by differential leveling
 JE1064.and adjusted by the National Geodetic Survey in June 1991..
 JE1064
 JE1064.The geoid height was determined by GEOID03.
 JE1064
 JE1064.The dynamic height is computed by dividing the NAVD 88
 JE1064.geopotential number by the normal gravity value computed on the
 JE1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1064.degrees latitude (g = 980.6199 gals.).
 JE1064
 JE1064.The modeled gravity was interpolated from observed gravity values.
 JE1064
 JE1064;                    North         East    Units  Estimated Accuracy
 JE1064;SPC KS S     -   597,710.      683,330.      MT  (+/- 180 meters Scaled)
 JE1064
 JE1064                          SUPERSEDED SURVEY CONTROL
 JE1064
 JE1064  NGVD 29 (??/??/92)  311.106  (m)         1020.69   (f) ADJ UNCH    2 0
 JE1064
 JE1064.Superseded values are not recommended for survey control.
 JE1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1064.See file dsdata.txt to determine how the superseded data were derived.
 JE1064
 JE1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC030530(NAD 83)
 JE1064_MARKER: DB = BENCH MARK DISK
 JE1064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1064_SP_SET: SEMAPHORE BASE
 JE1064_STAMPING: F 257 1938
 JE1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1064
 JE1064  HISTORY     - Date     Condition        Report By
 JE1064  HISTORY     - 1938     MONUMENTED       CGS
 JE1064  HISTORY     - 1950     GOOD             NGS
 JE1064
 JE1064                          STATION DESCRIPTION
 JE1064
 JE1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JE1064'AT RICHMOND.
 JE1064'AT RICHMOND, FRANKLIN COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 JE1064'FE RAILWAY, 250 YARDS NORTH OF THE NORTH FACE OF THE STATION,
 JE1064'AT SEMAPHORE 732, IN THE TOP OF THE NORTHWEST CORNER OF THE
 JE1064'CONCRETE BASE, 10 FEET EAST OF THE CENTER LINE OF THE TRACK,
 JE1064'AND ABOUT 9 INCHES HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 JE1064'DISK, STAMPED F 257 1938.
 JE1064
 JE1064                          STATION RECOVERY (1950)
 JE1064
 JE1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0473 ***********************************************************************
 JG0473  DESIGNATION -  F 258
 JG0473  PID         -  JG0473
 JG0473  STATE/COUNTY-  KS/NESS
 JG0473  USGS QUAD   -  NESS CITY (1966)
 JG0473
 JG0473                         *CURRENT SURVEY CONTROL
 JG0473  ___________________________________________________________________
 JG0473* NAD 83(1986)-  38 25 14.     (N)    099 53 48.     (W)     SCALED    
 JG0473* NAVD 88     -       677.333  (meters)    2222.22   (feet)  ADJUSTED  
 JG0473  ___________________________________________________________________
 JG0473  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 JG0473  DYNAMIC HT  -         676.789 (meters)    2220.43  (feet)  COMP
 JG0473  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 JG0473
 JG0473  VERT ORDER  -  SECOND    CLASS 0
 JG0473
 JG0473.The horizontal coordinates were scaled from a topographic map and have
 JG0473.an estimated accuracy of +/- 6 seconds.
 JG0473
 JG0473.The orthometric height was determined by differential leveling
 JG0473.and adjusted by the National Geodetic Survey in June 1991..
 JG0473
 JG0473.The geoid height was determined by GEOID03.
 JG0473
 JG0473.The dynamic height is computed by dividing the NAVD 88
 JG0473.geopotential number by the normal gravity value computed on the
 JG0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0473.degrees latitude (g = 980.6199 gals.).
 JG0473
 JG0473.The modeled gravity was interpolated from observed gravity values.
 JG0473
 JG0473;                    North         East    Units  Estimated Accuracy
 JG0473;SPC KS S     -   595,570.      278,040.      MT  (+/- 180 meters Scaled)
 JG0473
 JG0473                          SUPERSEDED SURVEY CONTROL
 JG0473
 JG0473  NGVD 29 (??/??/92)  677.063  (m)         2221.33   (f) ADJ UNCH    2 0
 JG0473
 JG0473.Superseded values are not recommended for survey control.
 JG0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0473.See file dsdata.txt to determine how the superseded data were derived.
 JG0473
 JG0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH217528(NAD 83)
 JG0473_MARKER: DB = BENCH MARK DISK
 JG0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0473_SP_SET: CULVERT
 JG0473_STAMPING: F 258 1938
 JG0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0473
 JG0473  HISTORY     - Date     Condition        Report By
 JG0473  HISTORY     - 1938     MONUMENTED       CGS
 JG0473
 JG0473                          STATION DESCRIPTION
 JG0473
 JG0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JG0473'2.3 MI S FROM NESS CITY.
 JG0473'2.3 MILES SOUTH BY HIGHWAY.  ALONG HIGHWAY NO. U.S. 283 SET IN
 JG0473'CENTER OF TOP OF CONCRETE HIGHWAY CULVERT.  IN THE WEST HEADWALL
 JG0473'OF A 10 FT. ABUTMENT.  330 FT. SOUTH OF A SECTION ROAD.  15 FT.
 JG0473'WEST OF CENTER-LINE OF HIGHWAY.  10 IN. ABOVE ROAD LEVEL.  SET
 JG0473'HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0261 ***********************************************************************
 KE0261  DESIGNATION -  F 259
 KE0261  PID         -  KE0261
 KE0261  STATE/COUNTY-  KS/WYANDOTTE
 KE0261  USGS QUAD   -  SHAWNEE (1991)
 KE0261
 KE0261                         *CURRENT SURVEY CONTROL
 KE0261  ___________________________________________________________________
 KE0261* NAD 83(1986)-  39 05 09.     (N)    094 41 49.     (W)     SCALED    
 KE0261* NAVD 88     -       232.939  (meters)     764.23   (feet)  ADJUSTED  
 KE0261  ___________________________________________________________________
 KE0261  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE0261  DYNAMIC HT  -         232.787 (meters)     763.74  (feet)  COMP
 KE0261  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 KE0261
 KE0261  VERT ORDER  -  FIRST     CLASS II
 KE0261
 KE0261.The horizontal coordinates were scaled from a topographic map and have
 KE0261.an estimated accuracy of +/- 6 seconds.
 KE0261
 KE0261.The orthometric height was determined by differential leveling
 KE0261.and adjusted by the National Geodetic Survey in June 1991..
 KE0261.WARNING-Repeat measurements at this control monument indicate possible
 KE0261.vertical movement.
 KE0261
 KE0261.The geoid height was determined by GEOID03.
 KE0261
 KE0261.The dynamic height is computed by dividing the NAVD 88
 KE0261.geopotential number by the normal gravity value computed on the
 KE0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0261.degrees latitude (g = 980.6199 gals.).
 KE0261
 KE0261.The modeled gravity was interpolated from observed gravity values.
 KE0261
 KE0261;                    North         East    Units  Estimated Accuracy
 KE0261;SPC KS N     -    88,750.      685,710.      MT  (+/- 180 meters Scaled)
 KE0261
 KE0261                          SUPERSEDED SURVEY CONTROL
 KE0261
 KE0261  NGVD 29 (??/??/92)  232.843  (m)          763.92   (f) ADJ UNCH    1 2
 KE0261
 KE0261.Superseded values are not recommended for survey control.
 KE0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0261.See file dsdata.txt to determine how the superseded data were derived.
 KE0261
 KE0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD532276(NAD 83)
 KE0261_MARKER: DB = BENCH MARK DISK
 KE0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0261_SP_SET: CULVERT
 KE0261_STAMPING: F 259 1940
 KE0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0261
 KE0261  HISTORY     - Date     Condition        Report By
 KE0261  HISTORY     - 1940     MONUMENTED       CGS
 KE0261  HISTORY     - 1951     GOOD             NGS
 KE0261  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0261
 KE0261                          STATION DESCRIPTION
 KE0261
 KE0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0261'0.5 MI E FROM TURNER.
 KE0261'0.5 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0261'FROM THE SIGNAL TOWER AT TURNER, WYANDOTTE COUNTY, 500 YARDS
 KE0261'WEST OF LARGE CONCRETE ELEVATOR-STORAGE BINS, IN THE RAILROAD
 KE0261'YARDS, AT THE SOUTH END OF CULVERT 6 B, 1.2 FEET NORTH OF
 KE0261'THE SOUTH EDGE OF THE CULVERT, 1.0 FOOT WEST OF THE EAST EDGE,
 KE0261'6.8 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND 1.4
 KE0261'FEET SOUTH OF THE HEADWALL.  A STANDARD DISK, STAMPED F 259 1940.
 KE0261
 KE0261                          STATION RECOVERY (1986)
 KE0261
 KE0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0492 ***********************************************************************
 HE0492  DESIGNATION -  F 26
 HE0492  PID         -  HE0492
 HE0492  STATE/COUNTY-  KS/MONTGOMERY
 HE0492  USGS QUAD   -  BOLTON (1979)
 HE0492
 HE0492                         *CURRENT SURVEY CONTROL
 HE0492  ___________________________________________________________________
 HE0492* NAD 83(1986)-  37 10 03.     (N)    095 45 26.     (W)     SCALED    
 HE0492* NAVD 88     -       246.229  (meters)     807.84   (feet)  ADJUSTED  
 HE0492  ___________________________________________________________________
 HE0492  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HE0492  DYNAMIC HT  -         246.034 (meters)     807.20  (feet)  COMP
 HE0492  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 HE0492
 HE0492  VERT ORDER  -  FIRST     CLASS II
 HE0492
 HE0492.The horizontal coordinates were scaled from a topographic map and have
 HE0492.an estimated accuracy of +/- 6 seconds.
 HE0492
 HE0492.The orthometric height was determined by differential leveling
 HE0492.and adjusted by the National Geodetic Survey in June 1991..
 HE0492
 HE0492.The geoid height was determined by GEOID03.
 HE0492
 HE0492.The dynamic height is computed by dividing the NAVD 88
 HE0492.geopotential number by the normal gravity value computed on the
 HE0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0492.degrees latitude (g = 980.6199 gals.).
 HE0492
 HE0492.The modeled gravity was interpolated from observed gravity values.
 HE0492
 HE0492;                    North         East    Units  Estimated Accuracy
 HE0492;SPC KS S     -   459,170.      643,570.      MT  (+/- 180 meters Scaled)
 HE0492
 HE0492                          SUPERSEDED SURVEY CONTROL
 HE0492
 HE0492  NGVD 29 (??/??/92)  246.088  (m)          807.37   (f) ADJ UNCH    1 2
 HE0492
 HE0492.Superseded values are not recommended for survey control.
 HE0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0492.See file dsdata.txt to determine how the superseded data were derived.
 HE0492
 HE0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB551170(NAD 83)
 HE0492_MARKER: DB = BENCH MARK DISK
 HE0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0492_STAMPING: F 26 1933
 HE0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0492+STABILITY: SURFACE MOTION
 HE0492
 HE0492  HISTORY     - Date     Condition        Report By
 HE0492  HISTORY     - 1933     MONUMENTED       CGS
 HE0492
 HE0492                          STATION DESCRIPTION
 HE0492
 HE0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0492'4.5 MI S FROM INDEPENDENCE.
 HE0492'4.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0492'STATION AT INDEPENDENCE, MONTGOMERY COUNTY, 115 YARDS NORTH OF
 HE0492'MILEAGE POST 453.7, AT A ROAD CROSSING, 48 FEET SOUTH OF THE
 HE0492'CENTERLINE OF THE EAST-AND-WEST ROAD, AND 37.5 FEET EAST OF THE
 HE0492'EAST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED F 26 1933
 HE0492'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 HE0492'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1007 ***********************************************************************
 JE1007  DESIGNATION -  F 260
 JE1007  PID         -  JE1007
 JE1007  STATE/COUNTY-  KS/FRANKLIN
 JE1007  USGS QUAD   -  RANTOUL (1983)
 JE1007
 JE1007                         *CURRENT SURVEY CONTROL
 JE1007  ___________________________________________________________________
 JE1007* NAD 83(1986)-  38 30 56.     (N)    095 03 54.     (W)     SCALED    
 JE1007* NAVD 88     -       264.190  (meters)     866.76   (feet)  ADJUSTED  
 JE1007  ___________________________________________________________________
 JE1007  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JE1007  DYNAMIC HT  -         264.003 (meters)     866.15  (feet)  COMP
 JE1007  MODELED GRAV-     979,916.3   (mgal)                       NAVD 88
 JE1007
 JE1007  VERT ORDER  -  SECOND    CLASS 0
 JE1007
 JE1007.The horizontal coordinates were scaled from a topographic map and have
 JE1007.an estimated accuracy of +/- 6 seconds.
 JE1007
 JE1007.The orthometric height was determined by differential leveling
 JE1007.and adjusted by the National Geodetic Survey in June 1991..
 JE1007
 JE1007.The geoid height was determined by GEOID03.
 JE1007
 JE1007.The dynamic height is computed by dividing the NAVD 88
 JE1007.geopotential number by the normal gravity value computed on the
 JE1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1007.degrees latitude (g = 980.6199 gals.).
 JE1007
 JE1007.The modeled gravity was interpolated from observed gravity values.
 JE1007
 JE1007;                    North         East    Units  Estimated Accuracy
 JE1007;SPC KS S     -   610,720.      699,510.      MT  (+/- 180 meters Scaled)
 JE1007
 JE1007                          SUPERSEDED SURVEY CONTROL
 JE1007
 JE1007  NGVD 29 (??/??/92)  264.058  (m)          866.33   (f) ADJ UNCH    2 0
 JE1007
 JE1007.Superseded values are not recommended for survey control.
 JE1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1007.See file dsdata.txt to determine how the superseded data were derived.
 JE1007
 JE1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC199650(NAD 83)
 JE1007_MARKER: DB = BENCH MARK DISK
 JE1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1007_STAMPING: F 260 1940
 JE1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1007+STABILITY: SURFACE MOTION
 JE1007
 JE1007  HISTORY     - Date     Condition        Report By
 JE1007  HISTORY     - 1940     MONUMENTED       CGS
 JE1007  HISTORY     - 1951     GOOD             NGS
 JE1007
 JE1007                          STATION DESCRIPTION
 JE1007
 JE1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1007'2.9 MI SE FROM RANTOUL.
 JE1007'2.9 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE1007'THE STATION AT RANTOUL, FRANKLIN COUNTY, AT A FARM-ROAD CROSSING,
 JE1007'39.6 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 31.2 FEET
 JE1007'EAST OF THE CENTERLINE OF THE TRACK, 24 FEET EAST OF THE
 JE1007'CENTER OF A GATE IN THE RIGHT-OF-WAY FENCE, AND 3 FEET WEST
 JE1007'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F
 JE1007'260 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JE1007'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0960 ***********************************************************************
 JE0960  DESIGNATION -  F 261
 JE0960  PID         -  JE0960
 JE0960  STATE/COUNTY-  KS/DOUGLAS
 JE0960  USGS QUAD   -  LAWRENCE EAST (1978)
 JE0960
 JE0960                         *CURRENT SURVEY CONTROL
 JE0960  ___________________________________________________________________
 JE0960* NAD 83(1986)-  38 57 25.     (N)    095 13 32.     (W)     SCALED    
 JE0960* NAVD 88     -       255.404  (meters)     837.94   (feet)  ADJUSTED  
 JE0960  ___________________________________________________________________
 JE0960  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE0960  DYNAMIC HT  -         255.236 (meters)     837.39  (feet)  COMP
 JE0960  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 JE0960
 JE0960  VERT ORDER  -  SECOND    CLASS 0
 JE0960
 JE0960.The horizontal coordinates were scaled from a topographic map and have
 JE0960.an estimated accuracy of +/- 6 seconds.
 JE0960
 JE0960.The orthometric height was determined by differential leveling
 JE0960.and adjusted by the National Geodetic Survey in June 1991..
 JE0960
 JE0960.The geoid height was determined by GEOID03.
 JE0960
 JE0960.The dynamic height is computed by dividing the NAVD 88
 JE0960.geopotential number by the normal gravity value computed on the
 JE0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0960.degrees latitude (g = 980.6199 gals.).
 JE0960
 JE0960.The modeled gravity was interpolated from observed gravity values.
 JE0960
 JE0960;                    North         East    Units  Estimated Accuracy
 JE0960;SPC KS N     -    72,910.      640,440.      MT  (+/- 180 meters Scaled)
 JE0960
 JE0960                          SUPERSEDED SURVEY CONTROL
 JE0960
 JE0960  NGVD 29 (??/??/92)  255.316  (m)          837.65   (f) ADJ UNCH    2 0
 JE0960
 JE0960.Superseded values are not recommended for survey control.
 JE0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0960.See file dsdata.txt to determine how the superseded data were derived.
 JE0960
 JE0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD071143(NAD 83)
 JE0960_MARKER: DB = BENCH MARK DISK
 JE0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0960_STAMPING: F 261 1940
 JE0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0960+STABILITY: SURFACE MOTION
 JE0960
 JE0960  HISTORY     - Date     Condition        Report By
 JE0960  HISTORY     - 1940     MONUMENTED       CGS
 JE0960  HISTORY     - 1951     GOOD             NGS
 JE0960
 JE0960                          STATION DESCRIPTION
 JE0960
 JE0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JE0960'1 MI S FROM LAWRENCE.
 JE0960'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE ATCHISON TOPEKA AND
 JE0960'SANTA FE RAILROAD, AT INTERSECTION OF TRACKS AND 15TH. STREET,
 JE0960'6.8 FEET SOUTHEAST OF 2 POLE NORTH OF MILE POST NO. 1, 55.8 FEET
 JE0960'NORTHEAST OF CENTER OF GRADE CROSSING, 42.8 FEET EAST OF CENTER
 JE0960'LINE OF TRACKS, 29.3 FEET NORTH OF CENTER LINE OF ROAD, 2.8 FEET
 JE0960'SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2 FEET.
 JE0960'MONUMENT PROJECTS 0.4 FOOT.
 JE0960
 JE0960                          STATION RECOVERY (1951)
 JE0960
 JE0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0066 ***********************************************************************
 KF0066  DESIGNATION -  F 262
 KF0066  PID         -  KF0066
 KF0066  STATE/COUNTY-  KS/SHAWNEE
 KF0066  USGS QUAD   -  ST MARYS (1978)
 KF0066
 KF0066                         *CURRENT SURVEY CONTROL
 KF0066  ___________________________________________________________________
 KF0066* NAD 83(1986)-  39 10 07.     (N)    096 00 48.     (W)     SCALED    
 KF0066* NAVD 88     -       287.259  (meters)     942.45   (feet)  ADJUSTED  
 KF0066  ___________________________________________________________________
 KF0066  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 KF0066  DYNAMIC HT  -         287.075 (meters)     941.85  (feet)  COMP
 KF0066  MODELED GRAV-     979,979.0   (mgal)                       NAVD 88
 KF0066
 KF0066  VERT ORDER  -  FIRST     CLASS II
 KF0066
 KF0066.The horizontal coordinates were scaled from a topographic map and have
 KF0066.an estimated accuracy of +/- 6 seconds.
 KF0066
 KF0066.The orthometric height was determined by differential leveling
 KF0066.and adjusted by the National Geodetic Survey in June 1991..
 KF0066.WARNING-Repeat measurements at this control monument indicate possible
 KF0066.vertical movement.
 KF0066
 KF0066.The geoid height was determined by GEOID03.
 KF0066
 KF0066.The dynamic height is computed by dividing the NAVD 88
 KF0066.geopotential number by the normal gravity value computed on the
 KF0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0066.degrees latitude (g = 980.6199 gals.).
 KF0066
 KF0066.The modeled gravity was interpolated from observed gravity values.
 KF0066
 KF0066;                    North         East    Units  Estimated Accuracy
 KF0066;SPC KS N     -    94,610.      571,670.      MT  (+/- 180 meters Scaled)
 KF0066
 KF0066                          SUPERSEDED SURVEY CONTROL
 KF0066
 KF0066  NGVD 29 (??/??/92)  287.083  (m)          941.87   (f) ADJ UNCH    1 2
 KF0066
 KF0066.Superseded values are not recommended for survey control.
 KF0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0066.See file dsdata.txt to determine how the superseded data were derived.
 KF0066
 KF0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ580397(NAD 83)
 KF0066_MARKER: DB = BENCH MARK DISK
 KF0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0066_SP_SET: CONCRETE POST
 KF0066_STAMPING: F 262 1940
 KF0066_MARK LOGO: CGS   
 KF0066_PROJECTION: PROJECTING 10 CENTIMETERS
 KF0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0066+STABILITY: SURFACE MOTION
 KF0066
 KF0066  HISTORY     - Date     Condition        Report By
 KF0066  HISTORY     - 1940     MONUMENTED       CGS
 KF0066  HISTORY     - 1952     GOOD             NGS
 KF0066  HISTORY     - 1986     GOOD             NGS
 KF0066
 KF0066                          STATION DESCRIPTION
 KF0066
 KF0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KF0066'3.7 MI SE FROM ST MARYS.
 KF0066'3.7 MILES SOUTHEAST BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 KF0066'UNION PACIFIC RAILROAD, 73.7 FEET WEST ACROSS TRACKS FROM THE
 KF0066'FIRST POLE NORTHWEST OF MILEPOST NO. 88, 45.8 FEET NORTHEAST
 KF0066'OF CENTER LINE OF U.S. HIGHWAYS NO. 24 AND NO. 40, 37.5 FEET
 KF0066'SOUTHWEST OF CENTER LINE OF TRACKS, 6.7 FEET NORTHWEST OF A
 KF0066'POLE, 3.0 FEET SOUTHEAST OF A 4 X 4 INCH WOODEN POST PAINTED
 KF0066'WHITE PROJECTING 2 FEET.  MONUMENT PROJECTS 0.4 FOOT.
 KF0066
 KF0066                          STATION RECOVERY (1952)
 KF0066
 KF0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KF0066'RECOVERED IN GOOD CONDITION.
 KF0066
 KF0066                          STATION RECOVERY (1986)
 KF0066
 KF0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0066'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  33.1 KM
 KF0066'(20.55 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0066'IN TOPEKA, 13.8 M (45.3 FT) SOUTHWEST OF THE NEAR RAIL, AND 2.2 M (7.2
 KF0066'FT) NORTHWEST OF THE 1ST POLE NORTHWEST OF MILEPOST 88.
 KF0066'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KF0066'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0108 ***********************************************************************
 KF0108  DESIGNATION -  F 263
 KF0108  PID         -  KF0108
 KF0108  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0108  USGS QUAD   -  ST GEORGE (1978)
 KF0108
 KF0108                         *CURRENT SURVEY CONTROL
 KF0108  ___________________________________________________________________
 KF0108* NAD 83(1986)-  39 11 40.     (N)    096 28 56.     (W)     SCALED    
 KF0108* NAVD 88     -       305.548  (meters)    1002.45   (feet)  ADJUSTED  
 KF0108  ___________________________________________________________________
 KF0108  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 KF0108  DYNAMIC HT  -         305.348 (meters)    1001.80  (feet)  COMP
 KF0108  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 KF0108
 KF0108  VERT ORDER  -  FIRST     CLASS II
 KF0108
 KF0108.The horizontal coordinates were scaled from a topographic map and have
 KF0108.an estimated accuracy of +/- 6 seconds.
 KF0108
 KF0108.The orthometric height was determined by differential leveling
 KF0108.and adjusted by the National Geodetic Survey in June 1991..
 KF0108.WARNING-Repeat measurements at this control monument indicate possible
 KF0108.vertical movement.
 KF0108
 KF0108.The geoid height was determined by GEOID03.
 KF0108
 KF0108.The dynamic height is computed by dividing the NAVD 88
 KF0108.geopotential number by the normal gravity value computed on the
 KF0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0108.degrees latitude (g = 980.6199 gals.).
 KF0108
 KF0108.The modeled gravity was interpolated from observed gravity values.
 KF0108
 KF0108;                    North         East    Units  Estimated Accuracy
 KF0108;SPC KS N     -    96,690.      531,110.      MT  (+/- 180 meters Scaled)
 KF0108
 KF0108                          SUPERSEDED SURVEY CONTROL
 KF0108
 KF0108  NGVD 29 (??/??/92)  305.460  (m)         1002.16   (f) ADJ UNCH    1 2
 KF0108
 KF0108.Superseded values are not recommended for survey control.
 KF0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0108.See file dsdata.txt to determine how the superseded data were derived.
 KF0108
 KF0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ174413(NAD 83)
 KF0108_MARKER: DB = BENCH MARK DISK
 KF0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0108_SP_SET: CONCRETE POST
 KF0108_STAMPING: F 263 1940
 KF0108_MARK LOGO: CGS   
 KF0108_PROJECTION: RECESSED 2 CENTIMETERS
 KF0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0108+STABILITY: SURFACE MOTION
 KF0108
 KF0108  HISTORY     - Date     Condition        Report By
 KF0108  HISTORY     - 1940     MONUMENTED       CGS
 KF0108  HISTORY     - 1965     GOOD             NGS
 KF0108  HISTORY     - 1986     GOOD             NGS
 KF0108
 KF0108                          STATION DESCRIPTION
 KF0108
 KF0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0108'3 MI W FROM ST GEORGE.
 KF0108'3.0 MILES WEST ALONG THE UNION PACAFIC RAILROAD FROM THE STATION
 KF0108'AT ST. GEORGE, AT A ROAD CROSSING, 100 YARDS EAST OF A LARGE
 KF0108'CONCRETE GRAIN ELEVATOR AT THE SWAMP ANGEL RAILROAD SIDING,
 KF0108'58 FEET NORTHEAST OF CENTER OF THE ROAD CROSSING, 41 FEET NORTH
 KF0108'OF NORTH RAIL, 19 FEET EAST OF THE FENCE CORNER CONCRETE POST, 18
 KF0108'FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTH OF THE FENCE
 KF0108'AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK,
 KF0108'STAMPED, F 263 1940, SET IN THE TOP OF A CONCRETE POST AND 5
 KF0108'INCHES BELOW THE SURFACE OF THE GROUND.
 KF0108
 KF0108                          STATION RECOVERY (1986)
 KF0108
 KF0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0108'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.9 KM (4.3
 KF0108'MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KF0108'MANHATTAN, 12.6 M (41.3 FT) NORTH OF THE NEAR RAIL, 12.5 M (41.0 FT)
 KF0108'EAST OF THE CENTER OF A GRAVELED ROAD, 5.8 M (19.0 FT) EAST OF A FENCE
 KF0108'CORNER, AND 0.5 M (1.6 FT) SOUTH OF A FENCE.
 KF0108'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 KF0108'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1027 ***********************************************************************
 JE1027  DESIGNATION -  F 264
 JE1027  PID         -  JE1027
 JE1027  STATE/COUNTY-  KS/DOUGLAS
 JE1027  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1027
 JE1027                         *CURRENT SURVEY CONTROL
 JE1027  ___________________________________________________________________
 JE1027* NAD 83(1986)-  38 59 24.     (N)    095 14 49.     (W)     SCALED    
 JE1027* NAVD 88     -       250.925  (meters)     823.24   (feet)  ADJUSTED  
 JE1027  ___________________________________________________________________
 JE1027  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE1027  DYNAMIC HT  -         250.761 (meters)     822.71  (feet)  COMP
 JE1027  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 JE1027
 JE1027  VERT ORDER  -  FIRST     CLASS II
 JE1027
 JE1027.The horizontal coordinates were scaled from a topographic map and have
 JE1027.an estimated accuracy of +/- 6 seconds.
 JE1027
 JE1027.The orthometric height was determined by differential leveling
 JE1027.and adjusted by the National Geodetic Survey in June 1991..
 JE1027
 JE1027.The geoid height was determined by GEOID03.
 JE1027
 JE1027.The dynamic height is computed by dividing the NAVD 88
 JE1027.geopotential number by the normal gravity value computed on the
 JE1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1027.degrees latitude (g = 980.6199 gals.).
 JE1027
 JE1027.The modeled gravity was interpolated from observed gravity values.
 JE1027
 JE1027;                    North         East    Units  Estimated Accuracy
 JE1027;SPC KS N     -    76,520.      638,480.      MT  (+/- 180 meters Scaled)
 JE1027
 JE1027                          SUPERSEDED SURVEY CONTROL
 JE1027
 JE1027  NGVD 29 (??/??/92)  250.841  (m)          822.97   (f) ADJ UNCH    1 2
 JE1027
 JE1027.Superseded values are not recommended for survey control.
 JE1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1027.See file dsdata.txt to determine how the superseded data were derived.
 JE1027
 JE1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD053180(NAD 83)
 JE1027_MARKER: DB = BENCH MARK DISK
 JE1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1027_STAMPING: F 264 1940
 JE1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1027+STABILITY: SURFACE MOTION
 JE1027
 JE1027  HISTORY     - Date     Condition        Report By
 JE1027  HISTORY     - 1940     MONUMENTED       CGS
 JE1027  HISTORY     - 1951     GOOD             NGS
 JE1027  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE1027
 JE1027                          STATION DESCRIPTION
 JE1027
 JE1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1027'1.7 MI W FROM LAWRENCE.
 JE1027'1.7 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1027'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, 47 FEET SOUTHEAST
 JE1027'OF THE EIGHTH POLE NORTHWEST OF MILEPOST 28, AT A FARM-ROAD
 JE1027'CROSSING, 49 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 47
 JE1027'FEET NORTHEAST OF THE NORTHEAST RAIL, 29 FEET NORTHWEST OF TWIN
 JE1027'GATEPOSTS, 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 1 FOOT
 JE1027'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND 10 INCHES BELOW
 JE1027'THE SURFACE OF THE GROUND.  A STANDARD DISK, STAMPED F 264 1940
 JE1027'AND SET IN THE TOP OF A CONCRETE POST.
 JE1027
 JE1027                          STATION RECOVERY (1986)
 JE1027
 JE1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0308 ***********************************************************************
 JF0308  DESIGNATION -  F 265
 JF0308  PID         -  JF0308
 JF0308  STATE/COUNTY-  KS/CHASE
 JF0308  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF0308
 JF0308                         *CURRENT SURVEY CONTROL
 JF0308  ___________________________________________________________________
 JF0308* NAD 83(1986)-  38 17 20.     (N)    096 31 14.     (W)     SCALED    
 JF0308* NAVD 88     -       368.633  (meters)    1209.42   (feet)  ADJUSTED  
 JF0308  ___________________________________________________________________
 JF0308  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 JF0308  DYNAMIC HT  -         368.362 (meters)    1208.53  (feet)  COMP
 JF0308  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 JF0308
 JF0308  VERT ORDER  -  SECOND    CLASS 0
 JF0308
 JF0308.The horizontal coordinates were scaled from a topographic map and have
 JF0308.an estimated accuracy of +/- 6 seconds.
 JF0308
 JF0308.The orthometric height was determined by differential leveling
 JF0308.and adjusted by the National Geodetic Survey in June 1991..
 JF0308
 JF0308.The geoid height was determined by GEOID03.
 JF0308
 JF0308.The dynamic height is computed by dividing the NAVD 88
 JF0308.geopotential number by the normal gravity value computed on the
 JF0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0308.degrees latitude (g = 980.6199 gals.).
 JF0308
 JF0308.The modeled gravity was interpolated from observed gravity values.
 JF0308
 JF0308;                    North         East    Units  Estimated Accuracy
 JF0308;SPC KS S     -   581,880.      573,160.      MT  (+/- 180 meters Scaled)
 JF0308
 JF0308                          SUPERSEDED SURVEY CONTROL
 JF0308
 JF0308  NGVD 29 (??/??/92)  368.494  (m)         1208.97   (f) ADJ UNCH    2 0
 JF0308
 JF0308.Superseded values are not recommended for survey control.
 JF0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0308.See file dsdata.txt to determine how the superseded data were derived.
 JF0308
 JF0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH168407(NAD 83)
 JF0308_MARKER: DB = BENCH MARK DISK
 JF0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0308_SP_SET: BRIDGE
 JF0308_STAMPING: F 265 1940
 JF0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0308
 JF0308  HISTORY     - Date     Condition        Report By
 JF0308  HISTORY     - 1940     MONUMENTED       CGS
 JF0308  HISTORY     - 1968     GOOD             NGS
 JF0308
 JF0308                          STATION DESCRIPTION
 JF0308
 JF0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JF0308'0.9 MI N FROM BAZAR.
 JF0308'0.9 MILE NORTH OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JF0308'STATION IN BAZAR BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 JF0308'ATCHISON, TOPEKA AND SANTA FE RAILROAD.  ON A COUNTY HIGHWAY
 JF0308'BRIDGE.  110 FEET NORTHEAST OF INTERSECTION OF RAILROAD TRACKS
 JF0308'AND THE COUNTY HIGHWAY, 47 FEET WEST OF CENTER LINE OF TRACKS.
 JF0308'12 FEET EAST OF CENTER LINE OF COUNTY ROAD.  5 FEET NORTH OF
 JF0308'SOUTH END OF THE CONCRETE HEADWALL, SET FLUSH AND HORIZONTALLY.
 JF0308'NO 4 X 4 INCH WOODEN POST SET--BRIDGE INDENTIFIES THE LOCATION
 JF0308'OF THE MARK.
 JF0308
 JF0308                          STATION RECOVERY (1968)
 JF0308
 JF0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0477 ***********************************************************************
 HG0477  DESIGNATION -  F 266
 HG0477  PID         -  HG0477
 HG0477  STATE/COUNTY-  KS/COMANCHE
 HG0477  USGS QUAD   -  WILMORE (1980)
 HG0477
 HG0477                         *CURRENT SURVEY CONTROL
 HG0477  ___________________________________________________________________
 HG0477* NAD 83(1986)-  37 22 03.     (N)    099 10 00.     (W)     SCALED    
 HG0477* NAVD 88     -       647.586  (meters)    2124.62   (feet)  ADJUSTED  
 HG0477  ___________________________________________________________________
 HG0477  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 HG0477  DYNAMIC HT  -         647.018 (meters)    2122.76  (feet)  COMP
 HG0477  MODELED GRAV-     979,731.4   (mgal)                       NAVD 88
 HG0477
 HG0477  VERT ORDER  -  SECOND    CLASS 0
 HG0477
 HG0477.The horizontal coordinates were scaled from a topographic map and have
 HG0477.an estimated accuracy of +/- 6 seconds.
 HG0477
 HG0477.The orthometric height was determined by differential leveling
 HG0477.and adjusted by the National Geodetic Survey in June 1991..
 HG0477
 HG0477.The geoid height was determined by GEOID03.
 HG0477
 HG0477.The dynamic height is computed by dividing the NAVD 88
 HG0477.geopotential number by the normal gravity value computed on the
 HG0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0477.degrees latitude (g = 980.6199 gals.).
 HG0477
 HG0477.The modeled gravity was interpolated from observed gravity values.
 HG0477
 HG0477;                    North         East    Units  Estimated Accuracy
 HG0477;SPC KS S     -   477,990.      340,950.      MT  (+/- 180 meters Scaled)
 HG0477
 HG0477                          SUPERSEDED SURVEY CONTROL
 HG0477
 HG0477  NGVD 29 (??/??/92)  647.317  (m)         2123.74   (f) ADJ UNCH    2 0
 HG0477
 HG0477.Superseded values are not recommended for survey control.
 HG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0477.See file dsdata.txt to determine how the superseded data were derived.
 HG0477
 HG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG852356(NAD 83)
 HG0477_MARKER: DB = BENCH MARK DISK
 HG0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0477_STAMPING: F 266 1940
 HG0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0477+STABILITY: SURFACE MOTION
 HG0477
 HG0477  HISTORY     - Date     Condition        Report By
 HG0477  HISTORY     - 1940     MONUMENTED       CGS
 HG0477  HISTORY     - 1973     MARK NOT FOUND   USGS
 HG0477
 HG0477                          STATION DESCRIPTION
 HG0477
 HG0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0477'3.5 MI NE FROM WILMORE.
 HG0477'3.5 MILES NORTHEAST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0477'TOPEKA, AND SANTA FE RR.  3 1/2 POLES NORTH OF MILEPOST NO. 113.
 HG0477'21.0 FEET EAST OF CENTER LINE OF TRACK.  3.0 FEET NORTH OF
 HG0477'4X4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
 HG0477
 HG0477                          STATION RECOVERY (1973)
 HG0477
 HG0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HG0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0425 ***********************************************************************
 JG0425  DESIGNATION -  F 267
 JG0425  PID         -  JG0425
 JG0425  STATE/COUNTY-  KS/PAWNEE
 JG0425  USGS QUAD   -  ROZEL SE (1972)
 JG0425
 JG0425                         *CURRENT SURVEY CONTROL
 JG0425  ___________________________________________________________________
 JG0425* NAD 83(1986)-  38 02 50.     (N)    099 16 26.     (W)     SCALED    
 JG0425* NAVD 88     -       636.155  (meters)    2087.12   (feet)  ADJUSTED  
 JG0425  ___________________________________________________________________
 JG0425  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0425  DYNAMIC HT  -         635.645 (meters)    2085.45  (feet)  COMP
 JG0425  MODELED GRAV-     979,806.7   (mgal)                       NAVD 88
 JG0425
 JG0425  VERT ORDER  -  SECOND    CLASS 0
 JG0425
 JG0425.The horizontal coordinates were scaled from a topographic map and have
 JG0425.an estimated accuracy of +/- 6 seconds.
 JG0425
 JG0425.The orthometric height was determined by differential leveling
 JG0425.and adjusted by the National Geodetic Survey in June 1991..
 JG0425
 JG0425.The geoid height was determined by GEOID03.
 JG0425
 JG0425.The dynamic height is computed by dividing the NAVD 88
 JG0425.geopotential number by the normal gravity value computed on the
 JG0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0425.degrees latitude (g = 980.6199 gals.).
 JG0425
 JG0425.The modeled gravity was interpolated from observed gravity values.
 JG0425
 JG0425;                    North         East    Units  Estimated Accuracy
 JG0425;SPC KS S     -   553,500.      332,080.      MT  (+/- 180 meters Scaled)
 JG0425
 JG0425                          SUPERSEDED SURVEY CONTROL
 JG0425
 JG0425  NGVD 29 (??/??/92)  635.940  (m)         2086.41   (f) ADJ UNCH    2 0
 JG0425
 JG0425.Superseded values are not recommended for survey control.
 JG0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0425.See file dsdata.txt to determine how the superseded data were derived.
 JG0425
 JG0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH759110(NAD 83)
 JG0425_MARKER: DB = BENCH MARK DISK
 JG0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0425_STAMPING: F 267 1940
 JG0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0425+STABILITY: SURFACE MOTION
 JG0425
 JG0425  HISTORY     - Date     Condition        Report By
 JG0425  HISTORY     - 1940     MONUMENTED       CGS
 JG0425  HISTORY     - 1972     MARK NOT FOUND   USGS
 JG0425
 JG0425                          STATION DESCRIPTION
 JG0425
 JG0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0425'2.6 MI SW FROM GARFIELD.
 JG0425'2.6 MILES SOUTHWEST FROM DEPOT.  BENCH MARK IS ALONG THE
 JG0425'RIGHT-OF-WAY OF THE ATCHINSON, TOPEKA AND SANTA FE RR.  91 FEET
 JG0425'WEST OF MILEPOST NO. 305.  85 FEET EAST OF THE CENTERLINE OF
 JG0425'STATE HIGHWAY NO. 45.  41 FEET WEST OF THE CENTERLINE OF THE
 JG0425'TRACK.  3.0 FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN POST
 JG0425'PROJECTING 1.5 FEET.  MONUMENT PROJECTS 0.3 FOOT.
 JG0425
 JG0425                          STATION RECOVERY (1972)
 JG0425
 JG0425'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JG0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0306 ***********************************************************************
 JG0306  DESIGNATION -  F 268
 JG0306  PID         -  JG0306
 JG0306  STATE/COUNTY-  KS/RUSH
 JG0306  USGS QUAD   -  HARGRAVE (1966)
 JG0306
 JG0306                         *CURRENT SURVEY CONTROL
 JG0306  ___________________________________________________________________
 JG0306* NAD 83(1986)-  38 32 45.     (N)    099 24 35.     (W)     SCALED    
 JG0306* NAVD 88     -       657.835  (meters)    2158.25   (feet)  ADJUSTED  
 JG0306  ___________________________________________________________________
 JG0306  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 JG0306  DYNAMIC HT  -         657.332 (meters)    2156.60  (feet)  COMP
 JG0306  MODELED GRAV-     979,841.9   (mgal)                       NAVD 88
 JG0306
 JG0306  VERT ORDER  -  SECOND    CLASS 0
 JG0306
 JG0306.The horizontal coordinates were scaled from a topographic map and have
 JG0306.an estimated accuracy of +/- 6 seconds.
 JG0306
 JG0306.The orthometric height was determined by differential leveling
 JG0306.and adjusted by the National Geodetic Survey in June 1991..
 JG0306
 JG0306.The geoid height was determined by GEOID03.
 JG0306
 JG0306.The dynamic height is computed by dividing the NAVD 88
 JG0306.geopotential number by the normal gravity value computed on the
 JG0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0306.degrees latitude (g = 980.6199 gals.).
 JG0306
 JG0306.The modeled gravity was interpolated from observed gravity values.
 JG0306
 JG0306;                    North         East    Units  Estimated Accuracy
 JG0306;SPC KS S     -   608,950.      320,690.      MT  (+/- 180 meters Scaled)
 JG0306
 JG0306                          SUPERSEDED SURVEY CONTROL
 JG0306
 JG0306  NGVD 29 (??/??/92)  657.574  (m)         2157.39   (f) ADJ UNCH    2 0
 JG0306
 JG0306.Superseded values are not recommended for survey control.
 JG0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0306.See file dsdata.txt to determine how the superseded data were derived.
 JG0306
 JG0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH642664(NAD 83)
 JG0306_MARKER: DB = BENCH MARK DISK
 JG0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0306_SP_SET: CONCRETE BASE
 JG0306_STAMPING: F 268 1940
 JG0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0306
 JG0306  HISTORY     - Date     Condition        Report By
 JG0306  HISTORY     - 1940     MONUMENTED       CGS
 JG0306
 JG0306                          STATION DESCRIPTION
 JG0306
 JG0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0306'5.9 MI W FROM LA CROSSE.
 JG0306'5.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0306'CITY HALL AT LA CROSSE, RUSH COUNTY, 58 FEET SOUTHWEST OF
 JG0306'MILEPOST 596, AT SEMAPHORE 5961 A, IN THE TOP OF THE NORTHEAST
 JG0306'CORNER OF THE CONCRETE BASE, AND 9 FEET NORTH OF THE CENTER LINE
 JG0306'OF THE TRACK.  A STANDARD DISK, STAMPED F 268 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0478 ***********************************************************************
 JG0478  DESIGNATION -  F 27
 JG0478  PID         -  JG0478
 JG0478  STATE/COUNTY-  KS/NESS
 JG0478  USGS QUAD   -  NESS CITY SW (1970)
 JG0478
 JG0478                         *CURRENT SURVEY CONTROL
 JG0478  ___________________________________________________________________
 JG0478* NAD 83(1986)-  38 20 56.     (N)    099 53 52.     (W)     SCALED    
 JG0478* NAVD 88     -       699.895  (meters)    2296.24   (feet)  ADJUSTED  
 JG0478  ___________________________________________________________________
 JG0478  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JG0478  DYNAMIC HT  -         699.330 (meters)    2294.39  (feet)  COMP
 JG0478  MODELED GRAV-     979,798.0   (mgal)                       NAVD 88
 JG0478
 JG0478  VERT ORDER  -  SECOND    CLASS 0
 JG0478
 JG0478.The horizontal coordinates were scaled from a topographic map and have
 JG0478.an estimated accuracy of +/- 6 seconds.
 JG0478
 JG0478.The orthometric height was determined by differential leveling
 JG0478.and adjusted by the National Geodetic Survey in June 1991..
 JG0478
 JG0478.The geoid height was determined by GEOID03.
 JG0478
 JG0478.The dynamic height is computed by dividing the NAVD 88
 JG0478.geopotential number by the normal gravity value computed on the
 JG0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0478.degrees latitude (g = 980.6199 gals.).
 JG0478
 JG0478.The modeled gravity was interpolated from observed gravity values.
 JG0478
 JG0478;                    North         East    Units  Estimated Accuracy
 JG0478;SPC KS S     -   587,620.      277,820.      MT  (+/- 180 meters Scaled)
 JG0478
 JG0478                          SUPERSEDED SURVEY CONTROL
 JG0478
 JG0478  NGVD 29 (??/??/92)  699.628  (m)         2295.36   (f) ADJ UNCH    2 0
 JG0478
 JG0478.Superseded values are not recommended for survey control.
 JG0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0478.See file dsdata.txt to determine how the superseded data were derived.
 JG0478
 JG0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH215449(NAD 83)
 JG0478_MARKER: DB = BENCH MARK DISK
 JG0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0478+STABILITY: SURFACE MOTION
 JG0478
 JG0478  HISTORY     - Date     Condition        Report By
 JG0478  HISTORY     - UNK      MONUMENTED       CGS
 JG0478  HISTORY     - 1934     GOOD             NGS
 JG0478  HISTORY     - 1964     GOOD             NGS
 JG0478
 JG0478                          STATION DESCRIPTION
 JG0478
 JG0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0478'7.5 MI S FROM NESS CITY.
 JG0478'7.5 MILES SOUTH BY HIGHWAY LOCATED ALONG THE R. OF W. OF STATE
 JG0478'HIGHWAY NO. 21.  IN THE S. E. CORNER OF SECTION 31 R 23 W T 19 S.
 JG0478'100 YDS N.E. OF A SMALL RANCH HOUSE.  86 FT. WEST OF THE CENTER
 JG0478'LINE OF HIGHWAY.  50 FT. NORTH OF THE CENTER OF SECTION LINE
 JG0478'ROAD.  NOTE-- HWY 21 IS NOW U.S. 283.
 JG0478
 JG0478                          STATION RECOVERY (1964)
 JG0478
 JG0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JG0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0388 ***********************************************************************
 JH0388  DESIGNATION -  F 271
 JH0388  PID         -  JH0388
 JH0388  STATE/COUNTY-  KS/WALLACE
 JH0388  USGS QUAD   -  SHARON SPRINGS EAST (1979)
 JH0388
 JH0388                         *CURRENT SURVEY CONTROL
 JH0388  ___________________________________________________________________
 JH0388* NAD 83(1986)-  38 53 40.     (N)    101 43 17.     (W)     SCALED    
 JH0388* NAVD 88     -      1037.320  (meters)    3403.27   (feet)  ADJUSTED  
 JH0388  ___________________________________________________________________
 JH0388  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 JH0388  DYNAMIC HT  -        1036.426 (meters)    3400.34  (feet)  COMP
 JH0388  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 JH0388
 JH0388  VERT ORDER  -  FIRST     CLASS II
 JH0388
 JH0388.The horizontal coordinates were scaled from a topographic map and have
 JH0388.an estimated accuracy of +/- 6 seconds.
 JH0388
 JH0388.The orthometric height was determined by differential leveling
 JH0388.and adjusted by the National Geodetic Survey in June 1991..
 JH0388
 JH0388.The geoid height was determined by GEOID03.
 JH0388
 JH0388.The dynamic height is computed by dividing the NAVD 88
 JH0388.geopotential number by the normal gravity value computed on the
 JH0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0388.degrees latitude (g = 980.6199 gals.).
 JH0388
 JH0388.The modeled gravity was interpolated from observed gravity values.
 JH0388
 JH0388;                    North         East    Units  Estimated Accuracy
 JH0388;SPC KS N     -    68,920.       77,250.      MT  (+/- 180 meters Scaled)
 JH0388
 JH0388                          SUPERSEDED SURVEY CONTROL
 JH0388
 JH0388  NGVD 29 (??/??/92) 1036.901  (m)         3401.90   (f) ADJ UNCH    1 2
 JH0388
 JH0388.Superseded values are not recommended for survey control.
 JH0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0388.See file dsdata.txt to determine how the superseded data were derived.
 JH0388
 JH0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ639085(NAD 83)
 JH0388_MARKER: DB = BENCH MARK DISK
 JH0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0388_SP_SET: CULVERT
 JH0388_STAMPING: F 271 1940
 JH0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0388
 JH0388  HISTORY     - Date     Condition        Report By
 JH0388  HISTORY     - 1940     MONUMENTED       CGS
 JH0388  HISTORY     - 1952     GOOD             NGS
 JH0388
 JH0388                          STATION DESCRIPTION
 JH0388
 JH0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0388'1.6 MI E FROM SHARON SPRINGS.
 JH0388'1.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0388'AT SHARON SPRINGS, 0.6 MILE EAST OF A ROAD CROSSING, 16.5 FEET
 JH0388'NORTH OF THE NORTH RAIL, 2 FEET BELOW THE TOP OF THE RAILS, SET
 JH0388'IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF CONCRETE
 JH0388'CULVERT 42830.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0333 ***********************************************************************
 JH0333  DESIGNATION -  F 272
 JH0333  PID         -  JH0333
 JH0333  STATE/COUNTY-  KS/GREELEY
 JH0333  USGS QUAD   -  SELKIRK NW (1970)
 JH0333
 JH0333                         *CURRENT SURVEY CONTROL
 JH0333  ___________________________________________________________________
 JH0333* NAD 83(1986)-  38 27 24.     (N)    101 41 23.     (W)     SCALED    
 JH0333* NAVD 88     -      1076.842  (meters)    3532.94   (feet)  ADJUSTED  
 JH0333  ___________________________________________________________________
 JH0333  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 JH0333  DYNAMIC HT  -        1075.873 (meters)    3529.76  (feet)  COMP
 JH0333  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 JH0333
 JH0333  VERT ORDER  -  SECOND    CLASS 0
 JH0333
 JH0333.The horizontal coordinates were scaled from a topographic map and have
 JH0333.an estimated accuracy of +/- 6 seconds.
 JH0333
 JH0333.The orthometric height was determined by differential leveling
 JH0333.and adjusted by the National Geodetic Survey in June 1991..
 JH0333
 JH0333.The geoid height was determined by GEOID03.
 JH0333
 JH0333.The dynamic height is computed by dividing the NAVD 88
 JH0333.geopotential number by the normal gravity value computed on the
 JH0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0333.degrees latitude (g = 980.6199 gals.).
 JH0333
 JH0333.The modeled gravity was interpolated from observed gravity values.
 JH0333
 JH0333;                    North         East    Units  Estimated Accuracy
 JH0333;SPC KS S     -   603,430.      121,650.      MT  (+/- 180 meters Scaled)
 JH0333
 JH0333                          SUPERSEDED SURVEY CONTROL
 JH0333
 JH0333  NGVD 29 (??/??/92) 1076.407  (m)         3531.51   (f) ADJ UNCH    2 0
 JH0333
 JH0333.Superseded values are not recommended for survey control.
 JH0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0333.See file dsdata.txt to determine how the superseded data were derived.
 JH0333
 JH0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH653599(NAD 83)
 JH0333_MARKER: DB = BENCH MARK DISK
 JH0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0333_SP_SET: CULVERT
 JH0333_STAMPING: F 272 1940
 JH0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0333
 JH0333  HISTORY     - Date     Condition        Report By
 JH0333  HISTORY     - 1940     MONUMENTED       CGS
 JH0333
 JH0333                          STATION DESCRIPTION
 JH0333
 JH0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0333'3.5 MI E FROM TRIBUNE.
 JH0333'3.5 MILES EAST OF MISSOURI PACIFIC RAILROAD STATION IN TRIBUNE.
 JH0333'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0333'RAILROAD, ABOUT 0.6 MILE WEST OF THE WHITELAW SIDING, 60 FEET
 JH0333'SOUTHEAST ACROSS THE TRACK FROM THE SECOND POLE WEST OF MILEPOST
 JH0333'NO. 725-10, 16 FEET SOUTH OF CENTER LINE OF THE TRACK AND
 JH0333'APPROXIMATELY 5 FEET BELOW LEVEL OF RAILS, AT THE SOUTH END OF
 JH0333'CONCRETE DOUBLE BOX RAILROAD CULVERT, ON TOP OF THE EAST END
 JH0333'OF THE CONCRETE HEADWALL, SET FLUSH AND HORIZONTALLY.  NO 4 X 4
 JH0333'INCH WOODEN POST SET--CULVERT SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0273 ***********************************************************************
 HH0273  DESIGNATION -  F 273
 HH0273  PID         -  HH0273
 HH0273  STATE/COUNTY-  KS/GRANT
 HH0273  USGS QUAD   -  HICKOK (1959)
 HH0273
 HH0273                         *CURRENT SURVEY CONTROL
 HH0273  ___________________________________________________________________
 HH0273* NAD 83(1986)-  37 30 58.     (N)    101 08 39.     (W)     SCALED    
 HH0273* NAVD 88     -       919.314  (meters)    3016.12   (feet)  ADJUSTED  
 HH0273  ___________________________________________________________________
 HH0273  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 HH0273  DYNAMIC HT  -         918.451 (meters)    3013.28  (feet)  COMP
 HH0273  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 HH0273
 HH0273  VERT ORDER  -  SECOND    CLASS 0
 HH0273
 HH0273.The horizontal coordinates were scaled from a topographic map and have
 HH0273.an estimated accuracy of +/- 6 seconds.
 HH0273
 HH0273.The orthometric height was determined by differential leveling
 HH0273.and adjusted by the National Geodetic Survey in June 1991..
 HH0273
 HH0273.The geoid height was determined by GEOID03.
 HH0273
 HH0273.The dynamic height is computed by dividing the NAVD 88
 HH0273.geopotential number by the normal gravity value computed on the
 HH0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0273.degrees latitude (g = 980.6199 gals.).
 HH0273
 HH0273.The modeled gravity was interpolated from observed gravity values.
 HH0273
 HH0273;                    North         East    Units  Estimated Accuracy
 HH0273;SPC KS S     -   497,590.      166,280.      MT  (+/- 180 meters Scaled)
 HH0273
 HH0273                          SUPERSEDED SURVEY CONTROL
 HH0273
 HH0273  NGVD 29 (??/??/92)  918.934  (m)         3014.87   (f) ADJ UNCH    2 0
 HH0273
 HH0273.Superseded values are not recommended for survey control.
 HH0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0273.See file dsdata.txt to determine how the superseded data were derived.
 HH0273
 HH0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG105542(NAD 83)
 HH0273_MARKER: DB = BENCH MARK DISK
 HH0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0273_STAMPING: F 273 1940
 HH0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0273+STABILITY: SURFACE MOTION
 HH0273
 HH0273  HISTORY     - Date     Condition        Report By
 HH0273  HISTORY     - 1940     MONUMENTED       CGS
 HH0273  HISTORY     - 1963     GOOD             LOCSUR
 HH0273
 HH0273                          STATION DESCRIPTION
 HH0273
 HH0273'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 HH0273'2.5 MI NW FROM RYUS.
 HH0273'2.5 MILES NORTHWEST ALONG THE AT AND SF RY. FROM THE STATION
 HH0273'AT RUIS, GRANT COUNTY, 5.9 MILES SOUTHEAST OF HICKOK, 12 FEET
 HH0273'NORTHWEST OF THE THIRD POLE SOUTHEAST OF MILEPOST 10, 120 FEET
 HH0273'SOUTHEAST OF THE CENTER OF THE CROSSING OF A NORTH-SOUTH ROAD,
 HH0273'75 FEET EAST OF THE CENTER LINE OF THE ROAD, 33 FEET SOUTHWEST
 HH0273'OF THE CENTER LINE OF THE TRACK, 13 FEET NORTHEAST OF THE
 HH0273'RIGHT-OF-WAY FENCE, AND 3.1 FEET SOUTHEAST OF A WHITE WOODEN
 HH0273'WITNESS POST.  A STANDARD DISK STAMPED F 273 1940 AND SET IN
 HH0273'THE TOP OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1116 ***********************************************************************
 JE1116  DESIGNATION -  F 274 RESET
 JE1116  PID         -  JE1116
 JE1116  STATE/COUNTY-  KS/ANDERSON
 JE1116  USGS QUAD   -  GARNETT SE (1983)
 JE1116
 JE1116                         *CURRENT SURVEY CONTROL
 JE1116  ___________________________________________________________________
 JE1116* NAD 83(1986)-  38 21 57.     (N)    095 07 06.     (W)     SCALED    
 JE1116* NAVD 88     -       276.847  (meters)     908.29   (feet)  ADJUSTED  
 JE1116  ___________________________________________________________________
 JE1116  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE1116  DYNAMIC HT  -         276.649 (meters)     907.64  (feet)  COMP
 JE1116  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 JE1116
 JE1116  VERT ORDER  -  SECOND    CLASS 0
 JE1116
 JE1116.The horizontal coordinates were scaled from a topographic map and have
 JE1116.an estimated accuracy of +/- 6 seconds.
 JE1116
 JE1116.The orthometric height was determined by differential leveling
 JE1116.and adjusted by the National Geodetic Survey in June 1991..
 JE1116
 JE1116.The geoid height was determined by GEOID03.
 JE1116
 JE1116.The dynamic height is computed by dividing the NAVD 88
 JE1116.geopotential number by the normal gravity value computed on the
 JE1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1116.degrees latitude (g = 980.6199 gals.).
 JE1116
 JE1116.The modeled gravity was interpolated from observed gravity values.
 JE1116
 JE1116;                    North         East    Units  Estimated Accuracy
 JE1116;SPC KS S     -   593,940.      695,460.      MT  (+/- 180 meters Scaled)
 JE1116
 JE1116                          SUPERSEDED SURVEY CONTROL
 JE1116
 JE1116  NGVD 29 (??/??/92)  276.714  (m)          907.85   (f) ADJ UNCH    2 0
 JE1116
 JE1116.Superseded values are not recommended for survey control.
 JE1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1116.See file dsdata.txt to determine how the superseded data were derived.
 JE1116
 JE1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC149485(NAD 83)
 JE1116_MARKER: DB = BENCH MARK DISK
 JE1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1116_STAMPING: F 274 RESET 1945
 JE1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1116+STABILITY: SURFACE MOTION
 JE1116
 JE1116  HISTORY     - Date     Condition        Report By
 JE1116  HISTORY     - 1945     MONUMENTED       CGS
 JE1116  HISTORY     - 1946     GOOD             NGS
 JE1116  HISTORY     - 1964     MARK NOT FOUND   USGS
 JE1116
 JE1116                          STATION DESCRIPTION
 JE1116
 JE1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JE1116'0.7 MI E FROM GREELEY.
 JE1116'ALONG U.S. HIGHWAY NO. 169, 0.7 MILES EAST OF THE ST. JOHN
 JE1116'SCHOOL IN GREELEY, AT A FENCE CORNER, 75 FEET SOUTHEAST OF THE
 JE1116'CENTER OF THE HIGHWAY, 15 FEET SOUTHEAST OF A CORNER FENCE
 JE1116'POST, 11 FEET SOUTHWEST OF THE CENTER OF A PRIVATE FARM ROAD,
 JE1116'2 FEET SOUTHWEST OF A WIRE FENCE, 2 FEET NORTHWEST OF WITNESS
 JE1116'POST.  NOTE-- THE DISK IS SET IN THE TOP OF A CONCRETE POST,
 JE1116'PROJECTING 2 INCHES.  NOTE-- THERE HAS BEEN SOME ROAD CONSTRUCTION
 JE1116'IN THIS AREA.
 JE1116
 JE1116                          STATION RECOVERY (1964)
 JE1116
 JE1116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JE1116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0958 ***********************************************************************
 JE0958  DESIGNATION -  F 276
 JE0958  PID         -  JE0958
 JE0958  STATE/COUNTY-  KS/DOUGLAS
 JE0958  USGS QUAD   -  LAWRENCE EAST (1978)
 JE0958
 JE0958                         *CURRENT SURVEY CONTROL
 JE0958  ___________________________________________________________________
 JE0958* NAD 83(1986)-  38 55 34.     (N)    095 13 24.     (W)     SCALED    
 JE0958* NAVD 88     -       251.242  (meters)     824.28   (feet)  ADJUSTED  
 JE0958  ___________________________________________________________________
 JE0958  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE0958  DYNAMIC HT  -         251.077 (meters)     823.74  (feet)  COMP
 JE0958  MODELED GRAV-     979,965.4   (mgal)                       NAVD 88
 JE0958
 JE0958  VERT ORDER  -  SECOND    CLASS 0
 JE0958
 JE0958.The horizontal coordinates were scaled from a topographic map and have
 JE0958.an estimated accuracy of +/- 6 seconds.
 JE0958
 JE0958.The orthometric height was determined by differential leveling
 JE0958.and adjusted by the National Geodetic Survey in June 1991..
 JE0958
 JE0958.The geoid height was determined by GEOID03.
 JE0958
 JE0958.The dynamic height is computed by dividing the NAVD 88
 JE0958.geopotential number by the normal gravity value computed on the
 JE0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0958.degrees latitude (g = 980.6199 gals.).
 JE0958
 JE0958.The modeled gravity was interpolated from observed gravity values.
 JE0958
 JE0958;                    North         East    Units  Estimated Accuracy
 JE0958;SPC KS N     -    69,500.      640,740.      MT  (+/- 180 meters Scaled)
 JE0958
 JE0958                          SUPERSEDED SURVEY CONTROL
 JE0958
 JE0958  NGVD 29 (??/??/92)  251.154  (m)          823.99   (f) ADJ UNCH    2 0
 JE0958
 JE0958.Superseded values are not recommended for survey control.
 JE0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0958.See file dsdata.txt to determine how the superseded data were derived.
 JE0958
 JE0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD072109(NAD 83)
 JE0958_MARKER: DB = BENCH MARK DISK
 JE0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0958_SP_SET: ABUTMENT
 JE0958_STAMPING: F 276 1945
 JE0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0958
 JE0958  HISTORY     - Date     Condition        Report By
 JE0958  HISTORY     - 1945     MONUMENTED       CGS
 JE0958  HISTORY     - 1950     GOOD             NGS
 JE0958
 JE0958                          STATION DESCRIPTION
 JE0958
 JE0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0958'3.1 MI S FROM LAWRENCE.
 JE0958'ABOUT 3.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0958'RAILROAD FROM THE STATION AT LAWRENCE, AT A CROSSING ABOUT 5 POLES
 JE0958'SOUTHEAST OF MILE POST 3, 26.0 FEET SOUTHWEST OF AND ABOUT 1.0
 JE0958'FOOT HIGHER THAN THE CENTER LINE OF THE TRACK, 21.0 FEET SOUTHWEST
 JE0958'OF THE NORTHWEST END OF BRIDGE NO. 3B, ON TOP OF THE EAST END
 JE0958'OF THE NORTH ABUTEMENT OF A BRIDGE ON A NORTH-SOUTH GRAVELED
 JE0958'ROAD.  A BRONZE DISK STAMPED F276 1945 SET IN A DRILL HOLE IN
 JE0958'CONCRETE.
 JE0958
 JE0958                          STATION RECOVERY (1950)
 JE0958
 JE0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2090 ***********************************************************************
 JE2090  DESIGNATION -  F 276 RESET
 JE2090  PID         -  JE2090
 JE2090  STATE/COUNTY-  KS/DOUGLAS
 JE2090  USGS QUAD   -  LAWRENCE EAST (1978)
 JE2090
 JE2090                         *CURRENT SURVEY CONTROL
 JE2090  ___________________________________________________________________
 JE2090* NAD 83(1986)-  38 55 34.     (N)    095 13 24.     (W)     SCALED    
 JE2090* NAVD 88     -       248.57   (meters)     815.5    (feet)  RESET     
 JE2090  ___________________________________________________________________
 JE2090  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE2090
 JE2090  VERT ORDER  -  THIRD
 JE2090
 JE2090.The horizontal coordinates were scaled from a topographic map and have
 JE2090.an estimated accuracy of +/- 6 seconds.
 JE2090
 JE2090.The orthometric height was computed from unverified reset data.
 JE2090
 JE2090.The geoid height was determined by GEOID03.
 JE2090
 JE2090;                    North         East    Units  Estimated Accuracy
 JE2090;SPC KS N     -    69,500.      640,740.      MT  (+/- 180 meters Scaled)
 JE2090
 JE2090                          SUPERSEDED SURVEY CONTROL
 JE2090
 JE2090  NGVD 29 (03/09/04)  248.48   (m)          815.2    (f) RESET       3  
 JE2090
 JE2090.Superseded values are not recommended for survey control.
 JE2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2090.See file dsdata.txt to determine how the superseded data were derived.
 JE2090
 JE2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD072109(NAD 83)
 JE2090_MARKER: DV = VERTICAL CONTROL DISK
 JE2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2090_SP_SET: CONCRETE POST
 JE2090_STAMPING: F 276 RESET 1982
 JE2090_MARK LOGO: NGS   
 JE2090_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE2090
 JE2090  HISTORY     - Date     Condition        Report By
 JE2090  HISTORY     - 1982     MONUMENTED       NGS
 JE2090
 JE2090                          STATION DESCRIPTION
 JE2090
 JE2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 JE2090'IN LAWRENCE, 0.16 KM (0.10 MI) SOUTH OF THE INTERSECTION OF 31ST
 JE2090'STREET AND HASKELL AVENUE, 24.7 M (81.0 FT) EAST OF THE CENTERLINE OF
 JE2090'HASKELL AVENUE, 0.71 M (2.33 FT) SOUTH OF THE 3RD POWERLINE POLE
 JE2090'SOUTH OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1103 ***********************************************************************
 JE1103  DESIGNATION -  F 277
 JE1103  PID         -  JE1103
 JE1103  STATE/COUNTY-  KS/LINN
 JE1103  USGS QUAD   -  BLUE MOUND (1966)
 JE1103
 JE1103                         *CURRENT SURVEY CONTROL
 JE1103  ___________________________________________________________________
 JE1103* NAD 83(1986)-  38 05 31.     (N)    095 01 30.     (W)     SCALED    
 JE1103* NAVD 88     -       321.570  (meters)    1055.02   (feet)  ADJUSTED  
 JE1103  ___________________________________________________________________
 JE1103  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JE1103  DYNAMIC HT  -         321.331 (meters)    1054.23  (feet)  COMP
 JE1103  MODELED GRAV-     979,877.0   (mgal)                       NAVD 88
 JE1103
 JE1103  VERT ORDER  -  SECOND    CLASS 0
 JE1103
 JE1103.The horizontal coordinates were scaled from a topographic map and have
 JE1103.an estimated accuracy of +/- 6 seconds.
 JE1103
 JE1103.The orthometric height was determined by differential leveling
 JE1103.and adjusted by the National Geodetic Survey in June 1991..
 JE1103
 JE1103.The geoid height was determined by GEOID03.
 JE1103
 JE1103.The dynamic height is computed by dividing the NAVD 88
 JE1103.geopotential number by the normal gravity value computed on the
 JE1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1103.degrees latitude (g = 980.6199 gals.).
 JE1103
 JE1103.The modeled gravity was interpolated from observed gravity values.
 JE1103
 JE1103;                    North         East    Units  Estimated Accuracy
 JE1103;SPC KS S     -   563,870.      704,750.      MT  (+/- 180 meters Scaled)
 JE1103
 JE1103                          SUPERSEDED SURVEY CONTROL
 JE1103
 JE1103  NGVD 29 (??/??/92)  321.428  (m)         1054.55   (f) ADJ UNCH    2 0
 JE1103
 JE1103.Superseded values are not recommended for survey control.
 JE1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1103.See file dsdata.txt to determine how the superseded data were derived.
 JE1103
 JE1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC224179(NAD 83)
 JE1103_MARKER: DB = BENCH MARK DISK
 JE1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1103_STAMPING: F 277 1945
 JE1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1103+STABILITY: SURFACE MOTION
 JE1103
 JE1103  HISTORY     - Date     Condition        Report By
 JE1103  HISTORY     - 1945     MONUMENTED       CGS
 JE1103  HISTORY     - 1951     GOOD             NGS
 JE1103
 JE1103                          STATION DESCRIPTION
 JE1103
 JE1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1103'0.8 MI W FROM BLUE MOUND.
 JE1103'0.8 MILE WEST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE1103'RAILROAD FROM THE FARMERS CO-OP ELEVATOR AT BLUE MOUND, LINN
 JE1103'COUNTY, AT THE CROSSING OF A NORTH-AND-SOUTH DIRT ROAD, 30
 JE1103'FEET EAST OF THE CENTER LINE OF THE ROAD, 27 FEET SOUTH OF
 JE1103'THE CENTER LINE OF THE OLD ROADBED, 23.5 FEET NORTH OF A FENCE
 JE1103'CORNER, 1 FOOT EAST OF THE FENCE, 10 FEET SOUTHEAST OF A 7-INCH
 JE1103'COTTONWOOD TREE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST,
 JE1103'AND LEVEL WITH THE OLD ROADBED.  A STANDARD DISK, STAMPED F
 JE1103'277 1945 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 JE1103'INCHES ABOVE GROUND.
 JE1103
 JE1103                          STATION RECOVERY (1951)
 JE1103
 JE1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0447 ***********************************************************************
 JF0447  DESIGNATION -  F 279
 JF0447  PID         -  JF0447
 JF0447  STATE/COUNTY-  KS/DICKINSON
 JF0447  USGS QUAD   -  CHAPMAN (1979)
 JF0447
 JF0447                         *CURRENT SURVEY CONTROL
 JF0447  ___________________________________________________________________
 JF0447* NAD 83(1986)-  38 57 18.     (N)    097 04 02.     (W)     SCALED    
 JF0447* NAVD 88     -       340.712  (meters)    1117.82   (feet)  ADJUSTED  
 JF0447  ___________________________________________________________________
 JF0447  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 JF0447  DYNAMIC HT  -         340.473 (meters)    1117.04  (feet)  COMP
 JF0447  MODELED GRAV-     979,916.5   (mgal)                       NAVD 88
 JF0447
 JF0447  VERT ORDER  -  FIRST     CLASS II
 JF0447
 JF0447.The horizontal coordinates were scaled from a topographic map and have
 JF0447.an estimated accuracy of +/- 6 seconds.
 JF0447
 JF0447.The orthometric height was determined by differential leveling
 JF0447.and adjusted by the National Geodetic Survey in June 1991..
 JF0447
 JF0447.The geoid height was determined by GEOID03.
 JF0447
 JF0447.The dynamic height is computed by dividing the NAVD 88
 JF0447.geopotential number by the normal gravity value computed on the
 JF0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0447.degrees latitude (g = 980.6199 gals.).
 JF0447
 JF0447.The modeled gravity was interpolated from observed gravity values.
 JF0447
 JF0447;                    North         East    Units  Estimated Accuracy
 JF0447;SPC KS N     -    69,430.      480,850.      MT  (+/- 180 meters Scaled)
 JF0447
 JF0447                          SUPERSEDED SURVEY CONTROL
 JF0447
 JF0447  NGVD 29 (??/??/92)  340.598  (m)         1117.45   (f) ADJ UNCH    1 2
 JF0447
 JF0447.Superseded values are not recommended for survey control.
 JF0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0447.See file dsdata.txt to determine how the superseded data were derived.
 JF0447
 JF0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ674135(NAD 83)
 JF0447_MARKER: DB = BENCH MARK DISK
 JF0447_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0447_SP_SET: ABUTMENT
 JF0447_STAMPING: F 279 1947
 JF0447_MARK LOGO: CGS   
 JF0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0447+STABILITY: SURFACE MOTION
 JF0447
 JF0447  HISTORY     - Date     Condition        Report By
 JF0447  HISTORY     - 1947     MONUMENTED       CGS
 JF0447  HISTORY     - 1961     GOOD             NGS
 JF0447  HISTORY     - 1986     GOOD             NGS
 JF0447
 JF0447                          STATION DESCRIPTION
 JF0447
 JF0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0447'2.9 MI SW FROM CHAPMAN.
 JF0447'2.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0447'STATION AT CHAPMAN, AT THE SOUTHWEST END OF STEEL PLATE BRIDGE
 JF0447'NO. 155.19, 5.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 JF0447'TRACK, 3.4 FEET BELOW THE BASE OF THE RAILS, SET IN THE CENTER
 JF0447'AND TOP OF AND 3.4 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 JF0447'BRIDGE SOCKET PORTION OF THE SOUTHWEST CONCRETE ABUTMENT OF THE
 JF0447'BRIDGE.
 JF0447
 JF0447                          STATION RECOVERY (1961)
 JF0447
 JF0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0447'RECOVERED IN GOOD CONDITION.
 JF0447
 JF0447                          STATION RECOVERY (1986)
 JF0447
 JF0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0447'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.7 KM (8.5
 JF0447'MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0447'ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0018 ***********************************************************************
 HH0018  DESIGNATION -  F 28
 HH0018  PID         -  HH0018
 HH0018  STATE/COUNTY-  KS/FORD
 HH0018  USGS QUAD   -  DODGE CITY (1984)
 HH0018
 HH0018                         *CURRENT SURVEY CONTROL
 HH0018  ___________________________________________________________________
 HH0018* NAD 83(1986)-  37 45 16.     (N)    100 01 00.     (W)     SCALED    
 HH0018* NAVD 88     -       771.492  (meters)    2531.14   (feet)  ADJUSTED  
 HH0018  ___________________________________________________________________
 HH0018  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HH0018  DYNAMIC HT  -         770.823 (meters)    2528.94  (feet)  COMP
 HH0018  MODELED GRAV-     979,737.3   (mgal)                       NAVD 88
 HH0018
 HH0018  VERT ORDER  -  FIRST     CLASS II
 HH0018
 HH0018.The horizontal coordinates were scaled from a topographic map and have
 HH0018.an estimated accuracy of +/- 6 seconds.
 HH0018
 HH0018.The orthometric height was determined by differential leveling
 HH0018.and adjusted by the National Geodetic Survey in June 1991..
 HH0018.WARNING-Repeat measurements at this control monument indicate possible
 HH0018.vertical movement.
 HH0018
 HH0018.The geoid height was determined by GEOID03.
 HH0018
 HH0018.The dynamic height is computed by dividing the NAVD 88
 HH0018.geopotential number by the normal gravity value computed on the
 HH0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0018.degrees latitude (g = 980.6199 gals.).
 HH0018
 HH0018.The modeled gravity was interpolated from observed gravity values.
 HH0018
 HH0018;                    North         East    Units  Estimated Accuracy
 HH0018;SPC KS S     -   521,810.      266,360.      MT  (+/- 180 meters Scaled)
 HH0018
 HH0018                          SUPERSEDED SURVEY CONTROL
 HH0018
 HH0018  NGVD 29 (??/??/92)  771.155  (m)         2530.03   (f) ADJ UNCH    1 2
 HH0018
 HH0018.Superseded values are not recommended for survey control.
 HH0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0018.See file dsdata.txt to determine how the superseded data were derived.
 HH0018
 HH0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG104790(NAD 83)
 HH0018_MARKER: DB = BENCH MARK DISK
 HH0018_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HH0018_SP_SET: BUILDING
 HH0018_STAMPING: F 28 1934
 HH0018_MARK LOGO: CGS   
 HH0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0018+STABILITY: POSITION/ELEVATION WELL
 HH0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HH0018+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1998
 HH0018
 HH0018  HISTORY     - Date     Condition        Report By
 HH0018  HISTORY     - UNK      MONUMENTED       CGS
 HH0018  HISTORY     - 1934     GOOD             NGS
 HH0018  HISTORY     - 1986     GOOD             NGS
 HH0018  HISTORY     - 19981118 GOOD             NGS
 HH0018
 HH0018                          STATION DESCRIPTION
 HH0018
 HH0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HH0018'AT DODGE CITY.
 HH0018'LOCATED IN THE FRONT AND SOUTH WALL OF THE U.S. POST OFFICE
 HH0018'BUILDING AT DODGE CITY.  3 FT. EAST OF THE S.W. CORNER OF THE
 HH0018'BUILDING.  4.6 FT. ABOVE THE FOUNDATION.
 HH0018
 HH0018                          STATION RECOVERY (1986)
 HH0018
 HH0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0018'RECOVERED IN GOOD CONDITION.  NOTE--STAMPING NOW READS F 28 1934.
 HH0018
 HH0018                          STATION RECOVERY (1998)
 HH0018
 HH0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 HH0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0174 ***********************************************************************
 KE0174  DESIGNATION -  F 280
 KE0174  PID         -  KE0174
 KE0174  STATE/COUNTY-  KS/LEAVENWORTH
 KE0174  USGS QUAD   -  LEAVENWORTH (1984)
 KE0174
 KE0174                         *CURRENT SURVEY CONTROL
 KE0174  ___________________________________________________________________
 KE0174* NAD 83(1986)-  39 20 43.     (N)    094 54 48.     (W)     SCALED    
 KE0174* NAVD 88     -       250.795  (meters)     822.82   (feet)  ADJUSTED  
 KE0174  ___________________________________________________________________
 KE0174  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KE0174  DYNAMIC HT  -         250.637 (meters)     822.30  (feet)  COMP
 KE0174  MODELED GRAV-     979,993.9   (mgal)                       NAVD 88
 KE0174
 KE0174  VERT ORDER  -  FIRST     CLASS II
 KE0174
 KE0174.The horizontal coordinates were scaled from a topographic map and have
 KE0174.an estimated accuracy of +/- 6 seconds.
 KE0174
 KE0174.The orthometric height was determined by differential leveling
 KE0174.and adjusted by the National Geodetic Survey in June 1991..
 KE0174
 KE0174.The geoid height was determined by GEOID03.
 KE0174
 KE0174.The dynamic height is computed by dividing the NAVD 88
 KE0174.geopotential number by the normal gravity value computed on the
 KE0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0174.degrees latitude (g = 980.6199 gals.).
 KE0174
 KE0174.The modeled gravity was interpolated from observed gravity values.
 KE0174
 KE0174;                    North         East    Units  Estimated Accuracy
 KE0174;SPC KS N     -   116,870.      666,020.      MT  (+/- 180 meters Scaled)
 KE0174
 KE0174                          SUPERSEDED SURVEY CONTROL
 KE0174
 KE0174  NGVD 29 (??/??/92)  250.707  (m)          822.53   (f) ADJ UNCH    1 2
 KE0174
 KE0174.Superseded values are not recommended for survey control.
 KE0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0174.See file dsdata.txt to determine how the superseded data were derived.
 KE0174
 KE0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD351568(NAD 83)
 KE0174_MARKER: DB = BENCH MARK DISK
 KE0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0174_SP_SET: BRICK DWELLING
 KE0174_STAMPING: F 280 1948
 KE0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0174
 KE0174  HISTORY     - Date     Condition        Report By
 KE0174  HISTORY     - 1948     MONUMENTED       CGS
 KE0174  HISTORY     - 1951     GOOD             NGS
 KE0174  HISTORY     - 1983     GOOD             USGS
 KE0174
 KE0174                          STATION DESCRIPTION
 KE0174
 KE0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0174'AT FORT LEAVENWORTH.
 KE0174'AT FORT LEAVENWORTH, AT THE EAST END OF WINT AVENUE, SET VERTICALLY
 KE0174'IN A BRICK DWELLING ON THE SOUTH SIDE OF THE STREET AND WEST OF
 KE0174'STATE HIGHWAY 92, 104.6 FEET WEST OF THE CENTER LINE OF STATE
 KE0174'HIGHWAY 92, 89.8 FEET SOUTH OF THE CENTER LINE OF WINT AVENUE,
 KE0174'3.6 FEET NORTH OF THE SOUTHEAST CORNER OF THE DWELLING, AND 2.5
 KE0174'FEET ABOVE GROUND LEVEL.
 KE0174
 KE0174                          STATION RECOVERY (1951)
 KE0174
 KE0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0174'RECOVERED IN GOOD CONDITION.
 KE0174
 KE0174                          STATION RECOVERY (1983)
 KE0174
 KE0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KE0174'STATE HIGHWAY 92 MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW STIMSON
 KE0174'AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0577 ***********************************************************************
 KE0577  DESIGNATION -  F 281
 KE0577  PID         -  KE0577
 KE0577  STATE/COUNTY-  KS/ATCHISON
 KE0577  USGS QUAD   -  OAK MILLS (1984)
 KE0577
 KE0577                         *CURRENT SURVEY CONTROL
 KE0577  ___________________________________________________________________
 KE0577* NAD 83(1986)-  39 29 29.     (N)    095 04 14.     (W)     SCALED    
 KE0577* NAVD 88     -       240.722  (meters)     789.77   (feet)  ADJUSTED  
 KE0577  ___________________________________________________________________
 KE0577  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 KE0577  DYNAMIC HT  -         240.573 (meters)     789.28  (feet)  COMP
 KE0577  MODELED GRAV-     980,002.3   (mgal)                       NAVD 88
 KE0577
 KE0577  VERT ORDER  -  FIRST     CLASS II
 KE0577
 KE0577.The horizontal coordinates were scaled from a topographic map and have
 KE0577.an estimated accuracy of +/- 6 seconds.
 KE0577
 KE0577.The orthometric height was determined by differential leveling
 KE0577.and adjusted by the National Geodetic Survey in June 1991..
 KE0577
 KE0577.The geoid height was determined by GEOID03.
 KE0577
 KE0577.The dynamic height is computed by dividing the NAVD 88
 KE0577.geopotential number by the normal gravity value computed on the
 KE0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0577.degrees latitude (g = 980.6199 gals.).
 KE0577
 KE0577.The modeled gravity was interpolated from observed gravity values.
 KE0577
 KE0577;                    North         East    Units  Estimated Accuracy
 KE0577;SPC KS N     -   132,640.      651,950.      MT  (+/- 180 meters Scaled)
 KE0577
 KE0577                          SUPERSEDED SURVEY CONTROL
 KE0577
 KE0577  NGVD 29 (??/??/92)  240.620  (m)          789.43   (f) ADJ UNCH    1 2
 KE0577
 KE0577.Superseded values are not recommended for survey control.
 KE0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0577.See file dsdata.txt to determine how the superseded data were derived.
 KE0577
 KE0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD219733(NAD 83)
 KE0577_MARKER: DB = BENCH MARK DISK
 KE0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0577_STAMPING: F 281 1948
 KE0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0577+STABILITY: SURFACE MOTION
 KE0577
 KE0577  HISTORY     - Date     Condition        Report By
 KE0577  HISTORY     - 1948     MONUMENTED       CGS
 KE0577  HISTORY     - 19890820 MARK NOT FOUND   NGS
 KE0577
 KE0577                          STATION DESCRIPTION
 KE0577
 KE0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0577'5.5 MI SE FROM ATCHISON.
 KE0577'5.5 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0577'STATION AT ATCHISON, 0.4 MILE SOUTHEAST OF BRIDGE OVER WALNUT
 KE0577'CREEK, AT THE SOUTHEAST END OF DALBEY SWITCH, AT THE 3RD POLE
 KE0577'SOUTHEAST OF MILEPOST 325-10, 5 RAILS SOUTHEAST OF THE SOUTHEAST
 KE0577'END OF DALBEY SWITCH, 197.0 FEET SOUTHEAST OF DOUBLE SIGNAL CASE,
 KE0577'40.0 FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 21.0 FEET
 KE0577'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC TRACK,
 KE0577'1.6 FEET NORTHWEST OF A REFERENCE POST, ABOUT 4.0 FEET ABOVE
 KE0577'TRACK LEVEL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8
 KE0577'FOOT ABOVE THE GROUND.
 KE0577
 KE0577                          STATION RECOVERY (1989)
 KE0577
 KE0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0204 ***********************************************************************
 KE0204  DESIGNATION -  F 282
 KE0204  PID         -  KE0204
 KE0204  STATE/COUNTY-  KS/WYANDOTTE
 KE0204  USGS QUAD   -  PARKVILLE (1991)
 KE0204
 KE0204                         *CURRENT SURVEY CONTROL
 KE0204  ___________________________________________________________________
 KE0204* NAD 83(1986)-  39 10 01.     (N)    094 43 49.     (W)     SCALED    
 KE0204* NAVD 88     -       231.931  (meters)     760.93   (feet)  ADJUSTED  
 KE0204  ___________________________________________________________________
 KE0204  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KE0204  DYNAMIC HT  -         231.782 (meters)     760.44  (feet)  COMP
 KE0204  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 KE0204
 KE0204  VERT ORDER  -  FIRST     CLASS II
 KE0204
 KE0204.The horizontal coordinates were scaled from a topographic map and have
 KE0204.an estimated accuracy of +/- 6 seconds.
 KE0204
 KE0204.The orthometric height was determined by differential leveling
 KE0204.and adjusted by the National Geodetic Survey in June 1991..
 KE0204
 KE0204.The geoid height was determined by GEOID03.
 KE0204
 KE0204.The dynamic height is computed by dividing the NAVD 88
 KE0204.geopotential number by the normal gravity value computed on the
 KE0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0204.degrees latitude (g = 980.6199 gals.).
 KE0204
 KE0204.The modeled gravity was interpolated from observed gravity values.
 KE0204
 KE0204;                    North         East    Units  Estimated Accuracy
 KE0204;SPC KS N     -    97,640.      682,500.      MT  (+/- 180 meters Scaled)
 KE0204
 KE0204                          SUPERSEDED SURVEY CONTROL
 KE0204
 KE0204  NGVD 29 (??/??/92)  231.846  (m)          760.65   (f) ADJ UNCH    1 2
 KE0204
 KE0204.Superseded values are not recommended for survey control.
 KE0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0204.See file dsdata.txt to determine how the superseded data were derived.
 KE0204
 KE0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD505367(NAD 83)
 KE0204_MARKER: DB = BENCH MARK DISK
 KE0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0204_SP_SET: CULVERT
 KE0204_STAMPING: F 282 1948
 KE0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0204
 KE0204  HISTORY     - Date     Condition        Report By
 KE0204  HISTORY     - 1948     MONUMENTED       CGS
 KE0204  HISTORY     - 1951     GOOD             NGS
 KE0204
 KE0204                          STATION DESCRIPTION
 KE0204
 KE0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0204'1.7 MI E FROM POMEROY.
 KE0204'1.7 MILES EAST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0204'CROSSING OF THE DIRT ROAD AND RAILWAY AT POMEROY, SET IN THE WEST
 KE0204'END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 KE0204'MISSOURI PACIFIC TRACK, 3 POLES WEST OF MILEPOST 294-20, 8.6
 KE0204'FEET SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC TRACK, 1.3
 KE0204'FEET EAST OF THE WEST END OF THE HEADWALL, AND 1.0 FOOT BELOW
 KE0204'THE LEVEL OF THE TRACK.
 KE0204
 KE0204                          STATION RECOVERY (1951)
 KE0204
 KE0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1035 ***********************************************************************
 JF1035  DESIGNATION -  F 284
 JF1035  PID         -  JF1035
 JF1035  STATE/COUNTY-  KS/SALINE
 JF1035  USGS QUAD   -  SALINA (1978)
 JF1035
 JF1035                         *CURRENT SURVEY CONTROL
 JF1035  ___________________________________________________________________
 JF1035* NAD 83(1986)-  38 49 33.     (N)    097 34 03.     (W)     SCALED    
 JF1035* NAVD 88     -       385.916  (meters)    1266.13   (feet)  ADJUSTED  
 JF1035  ___________________________________________________________________
 JF1035  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 JF1035  DYNAMIC HT  -         385.657 (meters)    1265.28  (feet)  COMP
 JF1035  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 JF1035
 JF1035  VERT ORDER  -  FIRST     CLASS II
 JF1035
 JF1035.The horizontal coordinates were scaled from a topographic map and have
 JF1035.an estimated accuracy of +/- 6 seconds.
 JF1035
 JF1035.The orthometric height was determined by differential leveling
 JF1035.and adjusted by the National Geodetic Survey in June 1991..
 JF1035
 JF1035.The geoid height was determined by GEOID03.
 JF1035
 JF1035.The dynamic height is computed by dividing the NAVD 88
 JF1035.geopotential number by the normal gravity value computed on the
 JF1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1035.degrees latitude (g = 980.6199 gals.).
 JF1035
 JF1035.The modeled gravity was interpolated from observed gravity values.
 JF1035
 JF1035;                    North         East    Units  Estimated Accuracy
 JF1035;SPC KS N     -    54,760.      437,560.      MT  (+/- 180 meters Scaled)
 JF1035
 JF1035                          SUPERSEDED SURVEY CONTROL
 JF1035
 JF1035  NGVD 29 (??/??/92)  385.826  (m)         1265.83   (f) ADJ UNCH    1 2
 JF1035
 JF1035.Superseded values are not recommended for survey control.
 JF1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1035.See file dsdata.txt to determine how the superseded data were derived.
 JF1035
 JF1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH243984(NAD 83)
 JF1035_MARKER: DB = BENCH MARK DISK
 JF1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1035_STAMPING: F 284 1947
 JF1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1035+STABILITY: SURFACE MOTION
 JF1035
 JF1035  HISTORY     - Date     Condition        Report By
 JF1035  HISTORY     - 1947     MONUMENTED       CGS
 JF1035  HISTORY     - 1951     GOOD             NGS
 JF1035  HISTORY     - 1972     MARK NOT FOUND   LOCENG
 JF1035
 JF1035                          STATION DESCRIPTION
 JF1035
 JF1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JF1035'2.3 MI E FROM SALINA.
 JF1035'2.3 MILES EAST ALONG EAST CRAWFORD AVENUE FROM THE INTERSECTION
 JF1035'OF SOUTH SANTA FE AVENUE AND EAST CRAWFORD AVENUE AT SALINA,
 JF1035'AT THE SALINA MUNICIPAL AIRPORT, AT THE SOUTHEAST CORNER OF THE
 JF1035'MOST WESTERLY ONE OF 4 HANGERS ON THE FIELD, SET IN A CONCRETE
 JF1035'POST ABOUT THE SAME ELEVATION AS THE CONCRETE RAMP AND CONCRETE
 JF1035'BASE FOR THE DOOR TRACKS.
 JF1035
 JF1035                          STATION RECOVERY (1972)
 JF1035
 JF1035'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 JF1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0546 ***********************************************************************
 KF0546  DESIGNATION -  F 286
 KF0546  PID         -  KF0546
 KF0546  STATE/COUNTY-  KS/CLOUD
 KF0546  USGS QUAD   -  RICE (1965)
 KF0546
 KF0546                         *CURRENT SURVEY CONTROL
 KF0546  ___________________________________________________________________
 KF0546* NAD 83(1986)-  39 32 21.     (N)    097 36 08.     (W)     SCALED    
 KF0546* NAVD 88     -       433.394  (meters)    1421.89   (feet)  ADJUSTED  
 KF0546  ___________________________________________________________________
 KF0546  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 KF0546  DYNAMIC HT  -         433.122 (meters)    1421.00  (feet)  COMP
 KF0546  MODELED GRAV-     979,984.2   (mgal)                       NAVD 88
 KF0546
 KF0546  VERT ORDER  -  FIRST     CLASS II
 KF0546
 KF0546.The horizontal coordinates were scaled from a topographic map and have
 KF0546.an estimated accuracy of +/- 6 seconds.
 KF0546
 KF0546.The orthometric height was determined by differential leveling
 KF0546.and adjusted by the National Geodetic Survey in June 1991..
 KF0546
 KF0546.The geoid height was determined by GEOID03.
 KF0546
 KF0546.The dynamic height is computed by dividing the NAVD 88
 KF0546.geopotential number by the normal gravity value computed on the
 KF0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0546.degrees latitude (g = 980.6199 gals.).
 KF0546
 KF0546.The modeled gravity was interpolated from observed gravity values.
 KF0546
 KF0546;                    North         East    Units  Estimated Accuracy
 KF0546;SPC KS N     -   133,940.      434,190.      MT  (+/- 180 meters Scaled)
 KF0546
 KF0546                          SUPERSEDED SURVEY CONTROL
 KF0546
 KF0546  NGVD 29 (??/??/92)  433.252  (m)         1421.43   (f) ADJ UNCH    1 2
 KF0546
 KF0546.Superseded values are not recommended for survey control.
 KF0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0546.See file dsdata.txt to determine how the superseded data were derived.
 KF0546
 KF0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ201775(NAD 83)
 KF0546_MARKER: DB = BENCH MARK DISK
 KF0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0546_STAMPING: F 286 1947
 KF0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0546+STABILITY: SURFACE MOTION
 KF0546
 KF0546  HISTORY     - Date     Condition        Report By
 KF0546  HISTORY     - 1947     MONUMENTED       CGS
 KF0546
 KF0546                          STATION DESCRIPTION
 KF0546
 KF0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0546'4.2 MI SE FROM CONCORDIA.
 KF0546'4.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0546'RAILROAD FROM THE STATION AT CONCORDIA, AT AN EAST-WEST SECTION
 KF0546'LINE ROAD CROSSING, 46.5 FEET NORTHEAST OF THE NORTHEAST RAIL
 KF0546'OF THE TRACK, 39.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KF0546'18.7 FEET NORTHWEST OF A POWER LINE POLE, 2.0 FEET SOUTHWEST
 KF0546'OF A FENCE, 2.0 FEET EAST OF A REFERENCE POST, SET IN THE TOP
 KF0546'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0573 ***********************************************************************
 KF0573  DESIGNATION -  F 287
 KF0573  PID         -  KF0573
 KF0573  STATE/COUNTY-  KS/REPUBLIC
 KF0573  USGS QUAD   -  KACKLEY (1965)
 KF0573
 KF0573                         *CURRENT SURVEY CONTROL
 KF0573  ___________________________________________________________________
 KF0573* NAD 83(1986)-  39 40 02.     (N)    097 49 17.     (W)     SCALED    
 KF0573* NAVD 88     -       438.376  (meters)    1438.24   (feet)  ADJUSTED  
 KF0573  ___________________________________________________________________
 KF0573  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 KF0573  DYNAMIC HT  -         438.106 (meters)    1437.35  (feet)  COMP
 KF0573  MODELED GRAV-     979,998.4   (mgal)                       NAVD 88
 KF0573
 KF0573  VERT ORDER  -  FIRST     CLASS II
 KF0573
 KF0573.The horizontal coordinates were scaled from a topographic map and have
 KF0573.an estimated accuracy of +/- 6 seconds.
 KF0573
 KF0573.The orthometric height was determined by differential leveling
 KF0573.and adjusted by the National Geodetic Survey in June 1991..
 KF0573
 KF0573.The geoid height was determined by GEOID03.
 KF0573
 KF0573.The dynamic height is computed by dividing the NAVD 88
 KF0573.geopotential number by the normal gravity value computed on the
 KF0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0573.degrees latitude (g = 980.6199 gals.).
 KF0573
 KF0573.The modeled gravity was interpolated from observed gravity values.
 KF0573
 KF0573;                    North         East    Units  Estimated Accuracy
 KF0573;SPC KS N     -   148,100.      415,330.      MT  (+/- 180 meters Scaled)
 KF0573
 KF0573                          SUPERSEDED SURVEY CONTROL
 KF0573
 KF0573  NGVD 29 (??/??/92)  438.226  (m)         1437.75   (f) ADJ UNCH    1 2
 KF0573
 KF0573.Superseded values are not recommended for survey control.
 KF0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0573.See file dsdata.txt to determine how the superseded data were derived.
 KF0573
 KF0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ010914(NAD 83)
 KF0573_MARKER: DB = BENCH MARK DISK
 KF0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0573_STAMPING: F 287 1947
 KF0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0573+STABILITY: SURFACE MOTION
 KF0573
 KF0573  HISTORY     - Date     Condition        Report By
 KF0573  HISTORY     - 1947     MONUMENTED       CGS
 KF0573
 KF0573                          STATION DESCRIPTION
 KF0573
 KF0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0573'2.9 MI SE FROM KACKLEY.
 KF0573'2.9 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0573'RAILROAD FROM THE STATION AT KACKLEY, AT A ROAD CROSSING, 45.4
 KF0573'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 38.0 FEET
 KF0573'SOUTH OF THE CENTER LINE OF THE ROAD, 16.7 FEET SOUTH-SOUTHEAST
 KF0573'OF THE 6TH POLE SOUTHEAST OF MILEPOST 125, 1.5 FEET NORTHEAST
 KF0573'OF A FENCE, 1.2 FEET NORTHWEST OF A REFERENCE POST, SET IN THE
 KF0573'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0032 ***********************************************************************
 KG0032  DESIGNATION -  F 288
 KG0032  PID         -  KG0032
 KG0032  STATE/COUNTY-  KS/JEWELL
 KG0032  USGS QUAD   -  WEBBER (1969)
 KG0032
 KG0032                         *CURRENT SURVEY CONTROL
 KG0032  ___________________________________________________________________
 KG0032* NAD 83(1986)-  39 56 05.     (N)    098 02 06.     (W)     SCALED    
 KG0032* NAVD 88     -       509.301  (meters)    1670.93   (feet)  ADJUSTED  
 KG0032  ___________________________________________________________________
 KG0032  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 KG0032  DYNAMIC HT  -         508.999 (meters)    1669.94  (feet)  COMP
 KG0032  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 KG0032
 KG0032  VERT ORDER  -  FIRST     CLASS II
 KG0032
 KG0032.The horizontal coordinates were scaled from a topographic map and have
 KG0032.an estimated accuracy of +/- 6 seconds.
 KG0032
 KG0032.The orthometric height was determined by differential leveling
 KG0032.and adjusted by the National Geodetic Survey in June 1991..
 KG0032
 KG0032.The geoid height was determined by GEOID03.
 KG0032
 KG0032.The dynamic height is computed by dividing the NAVD 88
 KG0032.geopotential number by the normal gravity value computed on the
 KG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0032.degrees latitude (g = 980.6199 gals.).
 KG0032
 KG0032.The modeled gravity was interpolated from observed gravity values.
 KG0032
 KG0032;                    North         East    Units  Estimated Accuracy
 KG0032;SPC KS N     -   177,780.      397,010.      MT  (+/- 180 meters Scaled)
 KG0032
 KG0032                          SUPERSEDED SURVEY CONTROL
 KG0032
 KG0032  NGVD 29 (??/??/92)  509.130  (m)         1670.37   (f) ADJ UNCH    1 2
 KG0032
 KG0032.Superseded values are not recommended for survey control.
 KG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0032.See file dsdata.txt to determine how the superseded data were derived.
 KG0032
 KG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK824209(NAD 83)
 KG0032_MARKER: DB = BENCH MARK DISK
 KG0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0032_SP_SET: CONCRETE BASE
 KG0032_STAMPING: F 288 1947
 KG0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0032
 KG0032  HISTORY     - Date     Condition        Report By
 KG0032  HISTORY     - 1947     MONUMENTED       CGS
 KG0032  HISTORY     - 1968     GOOD             USGS
 KG0032
 KG0032                          STATION DESCRIPTION
 KG0032
 KG0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KG0032'AT WEBBER.
 KG0032'AT WEBBER, ABOUT 250.0 FEET NORTHWEST ALONG THE ATCHISON, TOPEKA
 KG0032'AND SANTA FE RAILROAD FROM THE STATION, 80.2 FEET NORTHWEST OF
 KG0032'THE NORTHWEST RAIL OF THE MAIN TRACK, 25.5 FEET SOUTHEAST OF
 KG0032'THE EAST CORNER OF A GRAIN ELEVATOR, 17.6 FEET WEST OF THE WEST
 KG0032'CORNER OF THE SCALE BUILDING, SET IN TOP OF THE WEST CORNER OF
 KG0032'THE CONCRETE BASE OF THE SCALES AT A GRAIN ELEVATOR.  NOTE-- DEPOT
 KG0032'GONE, 30 FT E CENTERLINE OF SIDING, 78 FT N W ALONG RR FROM
 KG0032'RD XING.  80.2 FT. NE OF NE RAIL.
 KG0032
 KG0032                          STATION RECOVERY (1968)
 KG0032
 KG0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KG0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0416 ***********************************************************************
 KF0416  DESIGNATION -  F 289
 KF0416  PID         -  KF0416
 KF0416  STATE/COUNTY-  KS/CLAY
 KF0416  USGS QUAD   -  LONGFORD (1965)
 KF0416
 KF0416                         *CURRENT SURVEY CONTROL
 KF0416  ___________________________________________________________________
 KF0416* NAD 83(1986)-  39 09 13.     (N)    097 19 25.     (W)     SCALED    
 KF0416* NAVD 88     -       395.386  (meters)    1297.20   (feet)  ADJUSTED  
 KF0416  ___________________________________________________________________
 KF0416  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 KF0416  DYNAMIC HT  -         395.143 (meters)    1296.40  (feet)  COMP
 KF0416  MODELED GRAV-     980,000.7   (mgal)                       NAVD 88
 KF0416
 KF0416  VERT ORDER  -  FIRST     CLASS II
 KF0416
 KF0416.The horizontal coordinates were scaled from a topographic map and have
 KF0416.an estimated accuracy of +/- 6 seconds.
 KF0416
 KF0416.The orthometric height was determined by differential leveling
 KF0416.and adjusted by the National Geodetic Survey in June 1991..
 KF0416
 KF0416.The geoid height was determined by GEOID03.
 KF0416
 KF0416.The dynamic height is computed by dividing the NAVD 88
 KF0416.geopotential number by the normal gravity value computed on the
 KF0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0416.degrees latitude (g = 980.6199 gals.).
 KF0416
 KF0416.The modeled gravity was interpolated from observed gravity values.
 KF0416
 KF0416;                    North         East    Units  Estimated Accuracy
 KF0416;SPC KS N     -    91,280.      458,460.      MT  (+/- 180 meters Scaled)
 KF0416
 KF0416                          SUPERSEDED SURVEY CONTROL
 KF0416
 KF0416  NGVD 29 (??/??/92)  395.288  (m)         1296.87   (f) ADJ UNCH    1 2
 KF0416
 KF0416.Superseded values are not recommended for survey control.
 KF0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0416.See file dsdata.txt to determine how the superseded data were derived.
 KF0416
 KF0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ448351(NAD 83)
 KF0416_MARKER: DB = BENCH MARK DISK
 KF0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0416_STAMPING: F 289 1947
 KF0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0416+STABILITY: SURFACE MOTION
 KF0416
 KF0416  HISTORY     - Date     Condition        Report By
 KF0416  HISTORY     - 1947     MONUMENTED       CGS
 KF0416
 KF0416                          STATION DESCRIPTION
 KF0416
 KF0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0416'1.4 MI S FROM LONGFORD.
 KF0416'1.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0416'FROM THE STATION AT LONGFORD, AT A PRIVATE ROAD CROSSING, 100.5
 KF0416'FEET WEST OF THE 3RD POLE NORTHWEST OF MILEPOST 77, 93.3 FEET
 KF0416'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 9.2 FEET NORTHWEST
 KF0416'OF THE NORTHWEST GATE POST, 1.7 FEET NORTHEAST OF A FENCE, 1.5
 KF0416'FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KF0416'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0452 ***********************************************************************
 JG0452  DESIGNATION -  F 29
 JG0452  PID         -  JG0452
 JG0452  STATE/COUNTY-  KS/PAWNEE
 JG0452  USGS QUAD   -  FORT LARNED (1970)
 JG0452
 JG0452                         *CURRENT SURVEY CONTROL
 JG0452  ___________________________________________________________________
 JG0452* NAD 83(1986)-  38 10 00.     (N)    099 07 53.     (W)     SCALED    
 JG0452* NAVD 88     -       613.390  (meters)    2012.43   (feet)  ADJUSTED  
 JG0452  ___________________________________________________________________
 JG0452  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0452  DYNAMIC HT  -         612.913 (meters)    2010.87  (feet)  COMP
 JG0452  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 JG0452
 JG0452  VERT ORDER  -  SECOND    CLASS 0
 JG0452
 JG0452.The horizontal coordinates were scaled from a topographic map and have
 JG0452.an estimated accuracy of +/- 6 seconds.
 JG0452
 JG0452.The orthometric height was determined by differential leveling
 JG0452.and adjusted by the National Geodetic Survey in June 1991..
 JG0452
 JG0452.The geoid height was determined by GEOID03.
 JG0452
 JG0452.The dynamic height is computed by dividing the NAVD 88
 JG0452.geopotential number by the normal gravity value computed on the
 JG0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0452.degrees latitude (g = 980.6199 gals.).
 JG0452
 JG0452.The modeled gravity was interpolated from observed gravity values.
 JG0452
 JG0452;                    North         East    Units  Estimated Accuracy
 JG0452;SPC KS S     -   566,670.      344,670.      MT  (+/- 180 meters Scaled)
 JG0452
 JG0452                          SUPERSEDED SURVEY CONTROL
 JG0452
 JG0452  NGVD 29 (??/??/92)  613.221  (m)         2011.88   (f) ADJ UNCH    2 0
 JG0452
 JG0452.Superseded values are not recommended for survey control.
 JG0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0452.See file dsdata.txt to determine how the superseded data were derived.
 JG0452
 JG0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH884243(NAD 83)
 JG0452_MARKER: DB = BENCH MARK DISK
 JG0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0452_STAMPING: F 29 1934
 JG0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0452+STABILITY: SURFACE MOTION
 JG0452
 JG0452  HISTORY     - Date     Condition        Report By
 JG0452  HISTORY     - 1934     MONUMENTED       CGS
 JG0452  HISTORY     - 1969     MARK NOT FOUND   USGS
 JG0452
 JG0452                          STATION DESCRIPTION
 JG0452
 JG0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0452'2 MI W FROM LARNED.
 JG0452'2.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0452'FROM LARNED, PAWNEE COUNTY, 55 FEET NORTHEAST OF THE CENTER OF
 JG0452'A COUNTY ROAD CROSSING, 18 FEET EAST OF THE CENTERLINE OF THE
 JG0452'ROAD, AND 47 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 JG0452'STANDARD DISK, STAMPED F 29 1934 AND SET IN THE TOP OF A CONCRETE
 JG0452'POST.
 JG0452
 JG0452                          STATION RECOVERY (1969)
 JG0452
 JG0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JG0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0491 ***********************************************************************
 JF0491  DESIGNATION -  F 290
 JF0491  PID         -  JF0491
 JF0491  STATE/COUNTY-  KS/DICKINSON
 JF0491  USGS QUAD   -  SOLOMON (1979)
 JF0491
 JF0491                         *CURRENT SURVEY CONTROL
 JF0491  ___________________________________________________________________
 JF0491* NAD 83(1986)-  38 54 12.     (N)    097 18 57.     (W)     SCALED    
 JF0491* NAVD 88     -       353.422  (meters)    1159.52   (feet)  POSTED    
 JF0491  ___________________________________________________________________
 JF0491  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 JF0491  DYNAMIC HT  -         353.180 (meters)    1158.72  (feet)  COMP
 JF0491  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 JF0491
 JF0491  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0491
 JF0491.The horizontal coordinates were scaled from a topographic map and have
 JF0491.an estimated accuracy of +/- 6 seconds.
 JF0491
 JF0491.The orthometric height was determined by differential leveling
 JF0491.and adjusted by the National Geodetic Survey in 1992..
 JF0491.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0491.rate of 0.0 thru 1.0 mm/km.
 JF0491
 JF0491.The geoid height was determined by GEOID03.
 JF0491
 JF0491.The dynamic height is computed by dividing the NAVD 88
 JF0491.geopotential number by the normal gravity value computed on the
 JF0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0491.degrees latitude (g = 980.6199 gals.).
 JF0491
 JF0491.The modeled gravity was interpolated from observed gravity values.
 JF0491
 JF0491;                    North         East    Units  Estimated Accuracy
 JF0491;SPC KS N     -    63,500.      459,350.      MT  (+/- 180 meters Scaled)
 JF0491
 JF0491                          SUPERSEDED SURVEY CONTROL
 JF0491
 JF0491  NGVD 29 (??/??/92)  353.316  (m)         1159.17   (f) ADJ UNCH    1 2
 JF0491
 JF0491.Superseded values are not recommended for survey control.
 JF0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0491.See file dsdata.txt to determine how the superseded data were derived.
 JF0491
 JF0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ460073(NAD 83)
 JF0491_MARKER: DB = BENCH MARK DISK
 JF0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0491_STAMPING: F 290 1947
 JF0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0491+STABILITY: SURFACE MOTION
 JF0491
 JF0491  HISTORY     - Date     Condition        Report By
 JF0491  HISTORY     - 1947     MONUMENTED       CGS
 JF0491  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0491  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0491
 JF0491                          STATION DESCRIPTION
 JF0491
 JF0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0491'3 MI E FROM SOLOMON.
 JF0491'3.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JF0491'AT SOLOMON, AT A ROAD CROSSING, 0.3 MILE WEST OF MILEPOST NO. 169,
 JF0491'AT BRIDGE NO. 169.29, 152.0 FEET EAST OF THE CENTER LINE OF THE
 JF0491'ROAD, 80.0 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 75.3 FEET
 JF0491'SOUTHEAST OF THE FIRST POLE EAST OF THE CROSSING, 1.8 FEET
 JF0491'NORTH OF A FENCE, 1.7 FEET EAST OF A REFERENCE POST, ABOUT
 JF0491'6.0 FEET BELOW TRACK LEVEL, SET IN THE TOP OF A CONCRETE
 JF0491'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 JF0491
 JF0491                          STATION RECOVERY (1968)
 JF0491
 JF0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0491'MARK NOT FOUND.
 JF0491
 JF0491                          STATION RECOVERY (1986)
 JF0491
 JF0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0975 ***********************************************************************
 JF0975  CBN         -  This is a Cooperative Base Network Control Station.
 JF0975  DESIGNATION -  F 291
 JF0975  PID         -  JF0975
 JF0975  STATE/COUNTY-  KS/SALINE
 JF0975  USGS QUAD   -  SALINA SW (1978)
 JF0975
 JF0975                         *CURRENT SURVEY CONTROL
 JF0975  ___________________________________________________________________
 JF0975* NAD 83(1997)-  38 48 45.57866(N)    097 43 34.02092(W)     ADJUSTED  
 JF0975* NAVD 88     -       383.058  (meters)    1256.75   (feet)  ADJUSTED  
 JF0975  ___________________________________________________________________
 JF0975  X           -    -669,052.450 (meters)                     COMP
 JF0975  Y           -  -4,931,487.828 (meters)                     COMP
 JF0975  Z           -   3,976,355.895 (meters)                     COMP
 JF0975  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 JF0975  ELLIP HEIGHT-         355.34  (meters)          (08/12/03) GPS OBS
 JF0975  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 JF0975  DYNAMIC HT  -         382.796 (meters)    1255.89  (feet)  COMP
 JF0975  MODELED GRAV-     979,932.9   (mgal)                       NAVD 88
 JF0975
 JF0975  HORZ ORDER  -  A
 JF0975  VERT ORDER  -  FIRST     CLASS II
 JF0975  ELLP ORDER  -  FOURTH    CLASS I
 JF0975
 JF0975.The horizontal coordinates were established by GPS observations
 JF0975.and adjusted by the National Geodetic Survey in August 2003..
 JF0975
 JF0975.The orthometric height was determined by differential leveling
 JF0975.and adjusted by the National Geodetic Survey in June 1991..
 JF0975
 JF0975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF0975
 JF0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0975
 JF0975.The ellipsoidal height was determined by GPS observations
 JF0975.and is referenced to NAD 83.
 JF0975
 JF0975.The geoid height was determined by GEOID03.
 JF0975
 JF0975.The dynamic height is computed by dividing the NAVD 88
 JF0975.geopotential number by the normal gravity value computed on the
 JF0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0975.degrees latitude (g = 980.6199 gals.).
 JF0975
 JF0975.The modeled gravity was interpolated from observed gravity values.
 JF0975
 JF0975;                    North         East     Units Scale Factor Converg.
 JF0975;SPC KS N     -    53,246.389   423,787.571   MT  0.99998589   +0 10 23.8
 JF0975;UTM  14      - 4,296,758.377   610,600.034   MT  0.99975063   +0 47 54.7
 JF0975
 JF0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0975!SPC KS N     -   0.99994425  x   0.99998589  =   0.99993014
 JF0975!UTM  14      -   0.99994425  x   0.99975063  =   0.99969489
 JF0975
 JF0975                          SUPERSEDED SURVEY CONTROL
 JF0975
 JF0975  NAVD 88 (08/12/03)  383.06   (m)         1256.8    (f) LEVELING    3  
 JF0975  NGVD 29 (??/??/92)  382.958  (m)         1256.42   (f) ADJ UNCH    1 2
 JF0975
 JF0975.Superseded values are not recommended for survey control.
 JF0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0975.See file dsdata.txt to determine how the superseded data were derived.
 JF0975
 JF0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1060096758(NAD 83)
 JF0975_MARKER: DB = BENCH MARK DISK
 JF0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0975_STAMPING: F 291 1952
 JF0975_MARK LOGO: CGS   
 JF0975_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0975+STABILITY: SURFACE MOTION
 JF0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0975+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 JF0975
 JF0975  HISTORY     - Date     Condition        Report By
 JF0975  HISTORY     - 1952     MONUMENTED       CGS
 JF0975  HISTORY     - 20021010 GOOD             NGS
 JF0975  HISTORY     - 20050412 GOOD             INDIV
 JF0975
 JF0975                          STATION DESCRIPTION
 JF0975
 JF0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0975'6.4 MI SW FROM SALINA.
 JF0975'6.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0975'STATION AT SALINA, 45 FEET NORTHWEST OF THE NORTHWEST RAIL,
 JF0975'11.4 FEET WEST OF MILEPOST 193, 1.8 FEET SOUTHEAST OF A FENCE,
 JF0975'2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JF0975'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JF0975
 JF0975                          STATION RECOVERY (2002)
 JF0975
 JF0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 JF0975'THE STATION IS LOCATED ABOUT 10.30 KM (6.4 MI) SOUTHWEST OF SALINA,
 JF0975'ALONG THE SOUTH
 JF0975'SIDE OF STATE HIGHWAY 140, ON RAILROAD RIGHT-OF-WAY, AND IN SECTION
 JF0975'26, T 14 S, R 4 W.
 JF0975'OWNERSHIP--UNION PACIFIC RAILROAD.
 JF0975' 
 JF0975'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 135 OVERPASS (EXIT
 JF0975'93) OVER STATE
 JF0975'HIGHWAY 140 (STATE ST), ON THE WEST EDGE OF SALINA, GO SOUTHWEST ON
 JF0975'STATE HIGHWAY 140
 JF0975'FOR 7.7 KM (4.8 MI) TO THE STATION ON THE LEFT,  ACROSS THE HIGHWAY
 JF0975'FROM A LARGE TAN
 JF0975'COLORED METAL BUILDING OCCUPIED BY A FURNITURE WAREHOUSE BUSINESS.
 JF0975' 
 JF0975'THE STATION IS A STANDARD CGS BENCH MARK DISK SET IN THE TOP OF A 30
 JF0975'CM ROUND CONCRETE
 JF0975'MONUMENT PROJECTING 15 CM ABOVE GROUND.  IT IS 36.27 M (119.0 FT)
 JF0975'SOUTHEAST FROM THE
 JF0975'CENTER OF THE HIGHWAY, 16.0 M (52.5 FT) WEST FROM RAILROAD MILEPOST
 JF0975'193, 13.4 M (44.0 FT)
 JF0975'NORTHWEST FROM THE NORTHWEST RAIL, 0.55 M (1.8 FT) SOUTHEAST FROM A
 JF0975'FENCE, AND 0.30 M (1.0
 JF0975'FT) WEST-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 JF0975' 
 JF0975' 
 JF0975' 
 JF0975' 
 JF0975'
 JF0975
 JF0975                          STATION RECOVERY (2005)
 JF0975
 JF0975'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (NTS)
 JF0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1068 ***********************************************************************
 JF1068  DESIGNATION -  F 292
 JF1068  PID         -  JF1068
 JF1068  STATE/COUNTY-  KS/SALINE
 JF1068  USGS QUAD   -  ASSARIA (1978)
 JF1068
 JF1068                         *CURRENT SURVEY CONTROL
 JF1068  ___________________________________________________________________
 JF1068* NAD 83(1986)-  38 44 22.     (N)    097 36 11.     (W)     SCALED    
 JF1068* NAVD 88     -       387.993  (meters)    1272.94   (feet)  ADJUSTED  
 JF1068  ___________________________________________________________________
 JF1068  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 JF1068  DYNAMIC HT  -         387.729 (meters)    1272.07  (feet)  COMP
 JF1068  MODELED GRAV-     979,935.8   (mgal)                       NAVD 88
 JF1068
 JF1068  VERT ORDER  -  FIRST     CLASS II
 JF1068
 JF1068.The horizontal coordinates were scaled from a topographic map and have
 JF1068.an estimated accuracy of +/- 6 seconds.
 JF1068
 JF1068.The orthometric height was determined by differential leveling
 JF1068.and adjusted by the National Geodetic Survey in June 1991..
 JF1068
 JF1068.The geoid height was determined by GEOID03.
 JF1068
 JF1068.The dynamic height is computed by dividing the NAVD 88
 JF1068.geopotential number by the normal gravity value computed on the
 JF1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1068.degrees latitude (g = 980.6199 gals.).
 JF1068
 JF1068.The modeled gravity was interpolated from observed gravity values.
 JF1068
 JF1068;                    North         East    Units  Estimated Accuracy
 JF1068;SPC KS N     -    45,160.      434,510.      MT  (+/- 180 meters Scaled)
 JF1068
 JF1068                          SUPERSEDED SURVEY CONTROL
 JF1068
 JF1068  NGVD 29 (??/??/92)  387.892  (m)         1272.61   (f) ADJ UNCH    1 2
 JF1068
 JF1068.Superseded values are not recommended for survey control.
 JF1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1068.See file dsdata.txt to determine how the superseded data were derived.
 JF1068
 JF1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH214887(NAD 83)
 JF1068_MARKER: DB = BENCH MARK DISK
 JF1068_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JF1068_SP_SET: BUILDING
 JF1068_STAMPING: F 292 1952
 JF1068_MARK LOGO: CGS   
 JF1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1068+STABILITY: SURFACE MOTION
 JF1068
 JF1068  HISTORY     - Date     Condition        Report By
 JF1068  HISTORY     - 1952     MONUMENTED       CGS
 JF1068  HISTORY     - 1986     GOOD             NGS
 JF1068
 JF1068                          STATION DESCRIPTION
 JF1068
 JF1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1068'8.1 MI S FROM SALINA.
 JF1068'8.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1068'STATION AT SALINA, AT MENTOR, 143 FEET EAST OF THE EAST RAIL,
 JF1068'AT THE METHODIST CHURCH, 2.6 FEET ABOVE THE SIDEWALK, 1.8
 JF1068'FEET NORTH OF THE SOUTHWEST CORNER OF THE CHURCH, SET
 JF1068'VERTICALLY IN THE WEST BRICK WALL OF THE CHURCH.
 JF1068
 JF1068                          STATION RECOVERY (1986)
 JF1068
 JF1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1068'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.7 KM (6.05
 JF1068'MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1068'CRAWFORD STREET IN SALINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0038 ***********************************************************************
 JG0038  DESIGNATION -  F 293
 JG0038  PID         -  JG0038
 JG0038  STATE/COUNTY-  KS/ELLSWORTH
 JG0038  USGS QUAD   -  CARNEIRO (1979)
 JG0038
 JG0038                         *CURRENT SURVEY CONTROL
 JG0038  ___________________________________________________________________
 JG0038* NAD 83(1986)-  38 43 55.     (N)    098 06 49.     (W)     SCALED    
 JG0038* NAVD 88     -       506.318  (meters)    1661.14   (feet)  ADJUSTED  
 JG0038  ___________________________________________________________________
 JG0038  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 JG0038  DYNAMIC HT  -         505.960 (meters)    1659.97  (feet)  COMP
 JG0038  MODELED GRAV-     979,904.3   (mgal)                       NAVD 88
 JG0038
 JG0038  VERT ORDER  -  FIRST     CLASS II
 JG0038
 JG0038.The horizontal coordinates were scaled from a topographic map and have
 JG0038.an estimated accuracy of +/- 6 seconds.
 JG0038
 JG0038.The orthometric height was determined by differential leveling
 JG0038.and adjusted by the National Geodetic Survey in June 1991..
 JG0038
 JG0038.The geoid height was determined by GEOID03.
 JG0038
 JG0038.The dynamic height is computed by dividing the NAVD 88
 JG0038.geopotential number by the normal gravity value computed on the
 JG0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0038.degrees latitude (g = 980.6199 gals.).
 JG0038
 JG0038.The modeled gravity was interpolated from observed gravity values.
 JG0038
 JG0038;                    North         East    Units  Estimated Accuracy
 JG0038;SPC KS N     -    44,260.      390,120.      MT  (+/- 180 meters Scaled)
 JG0038
 JG0038                          SUPERSEDED SURVEY CONTROL
 JG0038
 JG0038  NGVD 29 (??/??/92)  506.165  (m)         1660.64   (f) ADJ UNCH    1 2
 JG0038
 JG0038.Superseded values are not recommended for survey control.
 JG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0038.See file dsdata.txt to determine how the superseded data were derived.
 JG0038
 JG0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH770874(NAD 83)
 JG0038_MARKER: DB = BENCH MARK DISK
 JG0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0038_STAMPING: F 293 1952
 JG0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0038+STABILITY: SURFACE MOTION
 JG0038
 JG0038  HISTORY     - Date     Condition        Report By
 JG0038  HISTORY     - 1952     MONUMENTED       CGS
 JG0038
 JG0038                          STATION DESCRIPTION
 JG0038
 JG0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0038'2.4 MI NE FROM KANOPOLIS.
 JG0038'2.45 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0038'STATION AT KANOPOLIS, 10 1/2 POLES NORTHEAST OF MILEPOST 217, AT
 JG0038'A ROAD CROSSING, 68 FEET EAST OF THE CENTER LINE OF A NORTH
 JG0038'AND SOUTH ROAD, 47 FEET SOUTH OF THE SOUTH RAIL, 6.4 FEET SOUTHEAST
 JG0038'OF A TELEPHONE POLE, 1.7 FEET NORTH OF A FENCE, 3 FEET WEST OF A
 JG0038'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JG0038'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0565 ***********************************************************************
 JF0565  DESIGNATION -  F 294
 JF0565  PID         -  JF0565
 JF0565  STATE/COUNTY-  KS/SALINE
 JF0565  USGS QUAD   -  GYPSUM (1985)
 JF0565
 JF0565                         *CURRENT SURVEY CONTROL
 JF0565  ___________________________________________________________________
 JF0565* NAD 83(1986)-  38 39 48.     (N)    097 29 39.     (W)     SCALED    
 JF0565* NAVD 88     -       399.216  (meters)    1309.76   (feet)  ADJUSTED  
 JF0565  ___________________________________________________________________
 JF0565  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 JF0565  DYNAMIC HT  -         398.935 (meters)    1308.84  (feet)  COMP
 JF0565  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 JF0565
 JF0565  VERT ORDER  -  FIRST     CLASS II
 JF0565
 JF0565.The horizontal coordinates were scaled from a topographic map and have
 JF0565.an estimated accuracy of +/- 6 seconds.
 JF0565
 JF0565.The orthometric height was determined by differential leveling
 JF0565.and adjusted by the National Geodetic Survey in June 1991..
 JF0565
 JF0565.The geoid height was determined by GEOID03.
 JF0565
 JF0565.The dynamic height is computed by dividing the NAVD 88
 JF0565.geopotential number by the normal gravity value computed on the
 JF0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0565.degrees latitude (g = 980.6199 gals.).
 JF0565
 JF0565.The modeled gravity was interpolated from observed gravity values.
 JF0565
 JF0565;                    North         East    Units  Estimated Accuracy
 JF0565;SPC KS N     -    36,760.      444,030.      MT  (+/- 180 meters Scaled)
 JF0565
 JF0565                          SUPERSEDED SURVEY CONTROL
 JF0565
 JF0565  NGVD 29 (??/??/92)  399.082  (m)         1309.32   (f) ADJ UNCH    1 2
 JF0565
 JF0565.Superseded values are not recommended for survey control.
 JF0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0565.See file dsdata.txt to determine how the superseded data were derived.
 JF0565
 JF0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH310804(NAD 83)
 JF0565_MARKER: DB = BENCH MARK DISK
 JF0565_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0565_SP_SET: CULVERT
 JF0565_STAMPING: F 294 1952
 JF0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0565
 JF0565  HISTORY     - Date     Condition        Report By
 JF0565  HISTORY     - 1952     MONUMENTED       CGS
 JF0565
 JF0565                          STATION DESCRIPTION
 JF0565
 JF0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0565'7.4 MI NE FROM BRIDGEPORT.
 JF0565'7.35 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JF0565'THE FARMERS UNION ELEVATOR AT BRIDGEPORT, 1 POLE NORTHEAST OF
 JF0565'MILEPOST 484, 25.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 JF0565'MAIN TRACK, 11.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SIDE
 JF0565'TRACK, 3 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 JF0565'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0047 ***********************************************************************
 JG0047  DESIGNATION -  F 295
 JG0047  PID         -  JG0047
 JG0047  STATE/COUNTY-  KS/ELLSWORTH
 JG0047  USGS QUAD   -  ELLSWORTH (1979)
 JG0047
 JG0047                         *CURRENT SURVEY CONTROL
 JG0047  ___________________________________________________________________
 JG0047* NAD 83(1986)-  38 43 58.     (N)    098 14 25.     (W)     SCALED    
 JG0047* NAVD 88     -       470.787  (meters)    1544.57   (feet)  ADJUSTED  
 JG0047  ___________________________________________________________________
 JG0047  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 JG0047  DYNAMIC HT  -         470.458 (meters)    1543.49  (feet)  COMP
 JG0047  MODELED GRAV-     979,912.8   (mgal)                       NAVD 88
 JG0047
 JG0047  VERT ORDER  -  FIRST     CLASS II
 JG0047
 JG0047.The horizontal coordinates were scaled from a topographic map and have
 JG0047.an estimated accuracy of +/- 6 seconds.
 JG0047
 JG0047.The orthometric height was determined by differential leveling
 JG0047.and adjusted by the National Geodetic Survey in June 1991..
 JG0047
 JG0047.The geoid height was determined by GEOID03.
 JG0047
 JG0047.The dynamic height is computed by dividing the NAVD 88
 JG0047.geopotential number by the normal gravity value computed on the
 JG0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0047.degrees latitude (g = 980.6199 gals.).
 JG0047
 JG0047.The modeled gravity was interpolated from observed gravity values.
 JG0047
 JG0047;                    North         East    Units  Estimated Accuracy
 JG0047;SPC KS N     -    44,370.      379,110.      MT  (+/- 180 meters Scaled)
 JG0047
 JG0047                          SUPERSEDED SURVEY CONTROL
 JG0047
 JG0047  NGVD 29 (??/??/92)  470.637  (m)         1544.08   (f) ADJ UNCH    1 2
 JG0047
 JG0047.Superseded values are not recommended for survey control.
 JG0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0047.See file dsdata.txt to determine how the superseded data were derived.
 JG0047
 JG0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH660873(NAD 83)
 JG0047_MARKER: DB = BENCH MARK DISK
 JG0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0047_SP_SET: WALL
 JG0047_STAMPING: F 295 1952
 JG0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0047
 JG0047  HISTORY     - Date     Condition        Report By
 JG0047  HISTORY     - 1952     MONUMENTED       CGS
 JG0047
 JG0047                          STATION DESCRIPTION
 JG0047
 JG0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0047'0.6 MI W FROM ELLSWORTH.
 JG0047'0.6 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0047'AT ELLSWORTH, SET VERTICALLY IN THE EAST STONE WALL OF A RAILROAD
 JG0047'PUMP HOUSE, 3.6 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 JG0047'PUMP HOUSE, 3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0843 ***********************************************************************
 JF0843  DESIGNATION -  F 296
 JF0843  PID         -  JF0843
 JF0843  STATE/COUNTY-  KS/RENO
 JF0843  USGS QUAD   -  HUTCHINSON (1978)
 JF0843
 JF0843                         *CURRENT SURVEY CONTROL
 JF0843  ___________________________________________________________________
 JF0843* NAD 83(1986)-  38 02 51.     (N)    097 54 47.     (W)     SCALED    
 JF0843* NAVD 88     -       465.584  (meters)    1527.50   (feet)  ADJUSTED  
 JF0843  ___________________________________________________________________
 JF0843  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF0843  DYNAMIC HT  -         465.224 (meters)    1526.32  (feet)  COMP
 JF0843  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 JF0843
 JF0843  VERT ORDER  -  FIRST     CLASS II
 JF0843
 JF0843.The horizontal coordinates were scaled from a topographic map and have
 JF0843.an estimated accuracy of +/- 6 seconds.
 JF0843
 JF0843.The orthometric height was determined by differential leveling
 JF0843.and adjusted by the National Geodetic Survey in June 1991..
 JF0843
 JF0843.The geoid height was determined by GEOID03.
 JF0843
 JF0843.The dynamic height is computed by dividing the NAVD 88
 JF0843.geopotential number by the normal gravity value computed on the
 JF0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0843.degrees latitude (g = 980.6199 gals.).
 JF0843
 JF0843.The modeled gravity was interpolated from observed gravity values.
 JF0843
 JF0843;                    North         East    Units  Estimated Accuracy
 JF0843;SPC KS S     -   553,410.      451,520.      MT  (+/- 180 meters Scaled)
 JF0843
 JF0843                          SUPERSEDED SURVEY CONTROL
 JF0843
 JF0843  NGVD 29 (??/??/92)  465.425  (m)         1526.98   (f) ADJ UNCH    1 2
 JF0843
 JF0843.Superseded values are not recommended for survey control.
 JF0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0843.See file dsdata.txt to determine how the superseded data were derived.
 JF0843
 JF0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH953116(NAD 83)
 JF0843_MARKER: DB = BENCH MARK DISK
 JF0843_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0843_SP_SET: CULVERT
 JF0843_STAMPING: F 296 1953
 JF0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0843
 JF0843  HISTORY     - Date     Condition        Report By
 JF0843  HISTORY     - 1953     MONUMENTED       CGS
 JF0843  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0843
 JF0843                          STATION DESCRIPTION
 JF0843
 JF0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0843'1 MI E FROM HUTCHINSON.
 JF0843'1.0 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 JF0843'FROM THE STATION AT HUTCHINSON, AT THE CROSSING OF SEVERENCE
 JF0843'STREET, NEAR THE NORTHEAST CORNER OF A CEMETERY, 28 FEET SOUTH
 JF0843'OF THE SOUTH RAIL OF THE MAIN TRACK, 25 FEET EAST OF THE
 JF0843'CENTER LINE OF SEVERENCE STREET, SET IN THE TOP OF THE CENTER
 JF0843'OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 JF0843
 JF0843                          STATION RECOVERY (1986)
 JF0843
 JF0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0843'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0814 ***********************************************************************
 JF0814  DESIGNATION -  F 297
 JF0814  PID         -  JF0814
 JF0814  STATE/COUNTY-  KS/MCPHERSON
 JF0814  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0814
 JF0814                         *CURRENT SURVEY CONTROL
 JF0814  ___________________________________________________________________
 JF0814* NAD 83(1986)-  38 17 07.     (N)    097 44 11.     (W)     SCALED    
 JF0814* NAVD 88     -       447.505  (meters)    1468.19   (feet)  POSTED    
 JF0814  ___________________________________________________________________
 JF0814  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF0814  DYNAMIC HT  -         447.170 (meters)    1467.09  (feet)  COMP
 JF0814  MODELED GRAV-     979,875.2   (mgal)                       NAVD 88
 JF0814
 JF0814  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0814
 JF0814.The horizontal coordinates were scaled from a topographic map and have
 JF0814.an estimated accuracy of +/- 6 seconds.
 JF0814
 JF0814.The orthometric height was determined by differential leveling
 JF0814.and adjusted by the National Geodetic Survey in 1992..
 JF0814.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0814.rate of 0.0 thru 1.0 mm/km.
 JF0814
 JF0814.The geoid height was determined by GEOID03.
 JF0814
 JF0814.The dynamic height is computed by dividing the NAVD 88
 JF0814.geopotential number by the normal gravity value computed on the
 JF0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0814.degrees latitude (g = 980.6199 gals.).
 JF0814
 JF0814.The modeled gravity was interpolated from observed gravity values.
 JF0814
 JF0814;                    North         East    Units  Estimated Accuracy
 JF0814;SPC KS S     -   579,920.      466,810.      MT  (+/- 180 meters Scaled)
 JF0814
 JF0814                          SUPERSEDED SURVEY CONTROL
 JF0814
 JF0814  NGVD 29 (??/??/92)  447.356  (m)         1467.70   (f) ADJ UNCH    1 2
 JF0814
 JF0814.Superseded values are not recommended for survey control.
 JF0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0814.See file dsdata.txt to determine how the superseded data were derived.
 JF0814
 JF0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH105382(NAD 83)
 JF0814_MARKER: DB = BENCH MARK DISK
 JF0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0814_STAMPING: F 297 1953
 JF0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0814+STABILITY: SURFACE MOTION
 JF0814
 JF0814  HISTORY     - Date     Condition        Report By
 JF0814  HISTORY     - 1953     MONUMENTED       CGS
 JF0814  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0814
 JF0814                          STATION DESCRIPTION
 JF0814
 JF0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0814'4.4 MI NE FROM INMAN.
 JF0814'4.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0814'RAILROAD FROM THE STATION AT INMAN, 44 FEET NORTHWEST OF THE
 JF0814'NORTHWEST RAIL, 23 FEET SOUTHEAST OF THE CENTER LINE OF A
 JF0814'PRIVATE ROAD, 39 FEET NORTHEAST OF THE 1ST POLE SOUTHWEST OF
 JF0814'MILEPOST 225, 2 FEET SOUTHEAST OF A FENCE, 2.6 FEET SOUTHWEST
 JF0814'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JF0814'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 JF0814
 JF0814                          STATION RECOVERY (1986)
 JF0814
 JF0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0403 ***********************************************************************
 JH0403  DESIGNATION -  F 298
 JH0403  PID         -  JH0403
 JH0403  STATE/COUNTY-  KS/WALLACE
 JH0403  USGS QUAD   -  WESKAN (1979)
 JH0403
 JH0403                         *CURRENT SURVEY CONTROL
 JH0403  ___________________________________________________________________
 JH0403* NAD 83(1986)-  38 52 17.     (N)    101 57 16.     (W)     SCALED    
 JH0403* NAVD 88     -      1171.255  (meters)    3842.69   (feet)  ADJUSTED  
 JH0403  ___________________________________________________________________
 JH0403  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 JH0403  DYNAMIC HT  -        1170.232 (meters)    3839.34  (feet)  COMP
 JH0403  MODELED GRAV-     979,713.7   (mgal)                       NAVD 88
 JH0403
 JH0403  VERT ORDER  -  FIRST     CLASS II
 JH0403
 JH0403.The horizontal coordinates were scaled from a topographic map and have
 JH0403.an estimated accuracy of +/- 6 seconds.
 JH0403
 JH0403.The orthometric height was determined by differential leveling
 JH0403.and adjusted by the National Geodetic Survey in June 1991..
 JH0403
 JH0403.The geoid height was determined by GEOID03.
 JH0403
 JH0403.The dynamic height is computed by dividing the NAVD 88
 JH0403.geopotential number by the normal gravity value computed on the
 JH0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0403.degrees latitude (g = 980.6199 gals.).
 JH0403
 JH0403.The modeled gravity was interpolated from observed gravity values.
 JH0403
 JH0403;                    North         East    Units  Estimated Accuracy
 JH0403;SPC KS N     -    67,220.       56,940.      MT  (+/- 180 meters Scaled)
 JH0403
 JH0403                          SUPERSEDED SURVEY CONTROL
 JH0403
 JH0403  NGVD 29 (??/??/92) 1170.812  (m)         3841.24   (f) ADJ UNCH    1 2
 JH0403
 JH0403.Superseded values are not recommended for survey control.
 JH0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0403.See file dsdata.txt to determine how the superseded data were derived.
 JH0403
 JH0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ436066(NAD 83)
 JH0403_MARKER: DB = BENCH MARK DISK
 JH0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0403_STAMPING: F 298 1952
 JH0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0403+STABILITY: SURFACE MOTION
 JH0403
 JH0403  HISTORY     - Date     Condition        Report By
 JH0403  HISTORY     - 1952     MONUMENTED       CGS
 JH0403
 JH0403                          STATION DESCRIPTION
 JH0403
 JH0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0403'0.7 MI E FROM WESKAN.
 JH0403'0.7 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0403'AT WESKAN, 0.2 MILE EAST OF RAILROAD TRESTLE 441.34.  58.2 FEET
 JH0403'NORTH OF THE NORTH RAIL, 47 FEET SOUTHWEST OF THE 4TH POLE WEST
 JH0403'OF MILEPOST 441, 10.2 FEET NORTHWEST OF A FENCE CORNER, 10 FEET
 JH0403'NORTH OF A FENCE, 3.6 FEET WEST OF A FENCE, 2.8 FEET NORTH OF
 JH0403'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JH0403'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0371 ***********************************************************************
 KH0371  DESIGNATION -  F 299
 KH0371  PID         -  KH0371
 KH0371  STATE/COUNTY-  KS/LOGAN
 KH0371  USGS QUAD   -  MC ALLASTER SE (1969)
 KH0371
 KH0371                         *CURRENT SURVEY CONTROL
 KH0371  ___________________________________________________________________
 KH0371* NAD 83(1986)-  39 00 57.     (N)    101 22 30.     (W)     SCALED    
 KH0371* NAVD 88     -       957.778  (meters)    3142.31   (feet)  ADJUSTED  
 KH0371  ___________________________________________________________________
 KH0371  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0371  DYNAMIC HT  -         956.976 (meters)    3139.68  (feet)  COMP
 KH0371  MODELED GRAV-     979,758.4   (mgal)                       NAVD 88
 KH0371
 KH0371  VERT ORDER  -  FIRST     CLASS II
 KH0371
 KH0371.The horizontal coordinates were scaled from a topographic map and have
 KH0371.an estimated accuracy of +/- 6 seconds.
 KH0371
 KH0371.The orthometric height was determined by differential leveling
 KH0371.and adjusted by the National Geodetic Survey in June 1991..
 KH0371
 KH0371.The geoid height was determined by GEOID03.
 KH0371
 KH0371.The dynamic height is computed by dividing the NAVD 88
 KH0371.geopotential number by the normal gravity value computed on the
 KH0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0371.degrees latitude (g = 980.6199 gals.).
 KH0371
 KH0371.The modeled gravity was interpolated from observed gravity values.
 KH0371
 KH0371;                    North         East    Units  Estimated Accuracy
 KH0371;SPC KS N     -    81,210.      107,780.      MT  (+/- 180 meters Scaled)
 KH0371
 KH0371                          SUPERSEDED SURVEY CONTROL
 KH0371
 KH0371  NGVD 29 (??/??/92)  957.391  (m)         3141.04   (f) ADJ UNCH    1 2
 KH0371
 KH0371.Superseded values are not recommended for survey control.
 KH0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0371.See file dsdata.txt to determine how the superseded data were derived.
 KH0371
 KH0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ943212(NAD 83)
 KH0371_MARKER: DB = BENCH MARK DISK
 KH0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0371_STAMPING: F 299 1952
 KH0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0371+STABILITY: SURFACE MOTION
 KH0371
 KH0371  HISTORY     - Date     Condition        Report By
 KH0371  HISTORY     - 1952     MONUMENTED       CGS
 KH0371
 KH0371                          STATION DESCRIPTION
 KH0371
 KH0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0371'1.1 MI NE FROM MC ALLASTER.
 KH0371'1.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0371'STATION AT MC ALLASTER, 173 FEET NORTHWEST OF THE CENTER LINE
 KH0371'OF U.S. HIGHWAY 40, 137.7 FEET NORTHWEST OF A FENCE, 60.8 FEET
 KH0371'SOUTHEAST OF THE SOUTHEAST RAIL, 69 FEET SOUTHWEST OF A POWER
 KH0371'POLE, 2.8 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 KH0371'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0071 ***********************************************************************
 KH0071  DESIGNATION -  F 300
 KH0071  PID         -  KH0071
 KH0071  STATE/COUNTY-  KS/TREGO
 KH0071  USGS QUAD   -  COLLYER (1979)
 KH0071
 KH0071                         *CURRENT SURVEY CONTROL
 KH0071  ___________________________________________________________________
 KH0071* NAD 83(1986)-  39 01 50.     (N)    100 05 38.     (W)     SCALED    
 KH0071* NAVD 88     -       775.646  (meters)    2544.77   (feet)  ADJUSTED  
 KH0071  ___________________________________________________________________
 KH0071  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 KH0071  DYNAMIC HT  -         775.052 (meters)    2542.82  (feet)  COMP
 KH0071  MODELED GRAV-     979,836.0   (mgal)                       NAVD 88
 KH0071
 KH0071  VERT ORDER  -  FIRST     CLASS II
 KH0071
 KH0071.The horizontal coordinates were scaled from a topographic map and have
 KH0071.an estimated accuracy of +/- 6 seconds.
 KH0071
 KH0071.The orthometric height was determined by differential leveling
 KH0071.and adjusted by the National Geodetic Survey in June 1991..
 KH0071.WARNING-Repeat measurements at this control monument indicate possible
 KH0071.vertical movement.
 KH0071
 KH0071.The geoid height was determined by GEOID03.
 KH0071
 KH0071.The dynamic height is computed by dividing the NAVD 88
 KH0071.geopotential number by the normal gravity value computed on the
 KH0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0071.degrees latitude (g = 980.6199 gals.).
 KH0071
 KH0071.The modeled gravity was interpolated from observed gravity values.
 KH0071
 KH0071;                    North         East    Units  Estimated Accuracy
 KH0071;SPC KS N     -    79,500.      218,720.      MT  (+/- 180 meters Scaled)
 KH0071
 KH0071                          SUPERSEDED SURVEY CONTROL
 KH0071
 KH0071  NGVD 29 (02/14/92)  775.335  (m)         2543.74   (f) ADJUSTED    1 2
 KH0071
 KH0071.Superseded values are not recommended for survey control.
 KH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0071.See file dsdata.txt to determine how the superseded data were derived.
 KH0071
 KH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ053207(NAD 83)
 KH0071_MARKER: DB = BENCH MARK DISK
 KH0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0071_SP_SET: CONCRETE POST
 KH0071_STAMPING: F 300 1952
 KH0071_MARK LOGO: CGS   
 KH0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0071+STABILITY: SURFACE MOTION
 KH0071
 KH0071  HISTORY     - Date     Condition        Report By
 KH0071  HISTORY     - 1952     MONUMENTED       CGS
 KH0071  HISTORY     - 1986     GOOD             NGS
 KH0071
 KH0071                          STATION DESCRIPTION
 KH0071
 KH0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0071'1.2 MI E FROM COLLYER.
 KH0071'1.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM SAINT MICHAELS CHURCH
 KH0071'AT COLLYER, 0.1 MILE WEST OF A ROAD INTERSECTION, 175 FEET NORTH
 KH0071'OF THE NORTHEAST CORNER OF A FARMHOUSE, 57 FEET SOUTH OF THE
 KH0071'CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF A POWER POLE, 18.7
 KH0071'FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 7 FEET NORTH
 KH0071'OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KH0071'0.1 FOOT ABOVE THE GROUND.
 KH0071
 KH0071                          STATION RECOVERY (1986)
 KH0071
 KH0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0071'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE EXCEPT
 KH0071'THE SOUTH 1 OF 2 POWER POLES NO LONGER EXISTS AND A NEW WITNESS POST
 KH0071'WAS ADDED.
 KH0071'THE MARK IS 6.8 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0097 ***********************************************************************
 KH0097  DESIGNATION -  F 301
 KH0097  PID         -  KH0097
 KH0097  STATE/COUNTY-  KS/GOVE
 KH0097  USGS QUAD   -  GRAINFIELD (1979)
 KH0097
 KH0097                         *CURRENT SURVEY CONTROL
 KH0097  ___________________________________________________________________
 KH0097* NAD 83(1986)-  39 06 21.     (N)    100 25 31.     (W)     SCALED    
 KH0097* NAVD 88     -       852.131  (meters)    2795.70   (feet)  ADJUSTED  
 KH0097  ___________________________________________________________________
 KH0097  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 KH0097  DYNAMIC HT  -         851.469 (meters)    2793.53  (feet)  COMP
 KH0097  MODELED GRAV-     979,821.8   (mgal)                       NAVD 88
 KH0097
 KH0097  VERT ORDER  -  FIRST     CLASS II
 KH0097
 KH0097.The horizontal coordinates were scaled from a topographic map and have
 KH0097.an estimated accuracy of +/- 6 seconds.
 KH0097
 KH0097.The orthometric height was determined by differential leveling
 KH0097.and adjusted by the National Geodetic Survey in June 1991..
 KH0097
 KH0097.The geoid height was determined by GEOID03.
 KH0097
 KH0097.The dynamic height is computed by dividing the NAVD 88
 KH0097.geopotential number by the normal gravity value computed on the
 KH0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0097.degrees latitude (g = 980.6199 gals.).
 KH0097
 KH0097.The modeled gravity was interpolated from observed gravity values.
 KH0097
 KH0097;                    North         East    Units  Estimated Accuracy
 KH0097;SPC KS N     -    88,570.      190,250.      MT  (+/- 180 meters Scaled)
 KH0097
 KH0097                          SUPERSEDED SURVEY CONTROL
 KH0097
 KH0097  NGVD 29 (02/14/92)  851.808  (m)         2794.64   (f) ADJUSTED    1 2
 KH0097
 KH0097.Superseded values are not recommended for survey control.
 KH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0097.See file dsdata.txt to determine how the superseded data were derived.
 KH0097
 KH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ767294(NAD 83)
 KH0097_MARKER: DB = BENCH MARK DISK
 KH0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0097_SP_SET: CONCRETE POST
 KH0097_STAMPING: F 301 1952
 KH0097_MARK LOGO: CGS   
 KH0097_PROJECTION: FLUSH
 KH0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0097+STABILITY: SURFACE MOTION
 KH0097
 KH0097  HISTORY     - Date     Condition        Report By
 KH0097  HISTORY     - 1952     MONUMENTED       CGS
 KH0097  HISTORY     - 1986     GOOD             NGS
 KH0097
 KH0097                          STATION DESCRIPTION
 KH0097
 KH0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0097'2.2 MI E FROM GRAINFIELD.
 KH0097'2.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0097'RAILROAD STATION AT GRAINFIELD, 119.6 FEET NORTH OF THE CENTER
 KH0097'LINE OF THE HIGHWAY, 96 FEET WEST OF THE CENTER LINE OF A NORTH
 KH0097'AND SOUTH DIRT ROAD, 60.5 FEET WEST OF A FENCE CORNER, 45 FEET
 KH0097'SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 3 FEET
 KH0097'NORTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, 1.0 MILE WEST
 KH0097'OF BENCH MARK E 301, SET IN THE TOP OF A CONCRETE POST WHICH
 KH0097'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KH0097
 KH0097                          STATION RECOVERY (1986)
 KH0097
 KH0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0097'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.48 KM (2.17
 KH0097'MI) EAST ALONG OLD US HIGHWAY 40 FROM THE T JUNCTION OF MAIN STREET AT
 KH0097'GRAINFIELD, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD,
 KH0097'36.4 METERS (119.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 29.2 METERS
 KH0097'(96 FT) WEST OF THE CENTER OF THE ROAD AND 13.7 METERS (45 FT) SOUTH
 KH0097'OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD.
 KH0097'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KH0097'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0590 ***********************************************************************
 JG0590  DESIGNATION -  F 302
 JG0590  PID         -  JG0590
 JG0590  STATE/COUNTY-  KS/TREGO
 JG0590  USGS QUAD   -  TREGO CENTER (1960)
 JG0590
 JG0590                         *CURRENT SURVEY CONTROL
 JG0590  ___________________________________________________________________
 JG0590* NAD 83(1986)-  38 56 34.     (N)    099 53 27.     (W)     SCALED    
 JG0590* NAVD 88     -       739.410  (meters)    2425.88   (feet)  ADJUSTED  
 JG0590  ___________________________________________________________________
 JG0590  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 JG0590  DYNAMIC HT  -         738.843 (meters)    2424.02  (feet)  COMP
 JG0590  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 JG0590
 JG0590  VERT ORDER  -  FIRST     CLASS II
 JG0590
 JG0590.The horizontal coordinates were scaled from a topographic map and have
 JG0590.an estimated accuracy of +/- 6 seconds.
 JG0590
 JG0590.The orthometric height was determined by differential leveling
 JG0590.and adjusted by the National Geodetic Survey in June 1991..
 JG0590
 JG0590.The geoid height was determined by GEOID03.
 JG0590
 JG0590.The dynamic height is computed by dividing the NAVD 88
 JG0590.geopotential number by the normal gravity value computed on the
 JG0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0590.degrees latitude (g = 980.6199 gals.).
 JG0590
 JG0590.The modeled gravity was interpolated from observed gravity values.
 JG0590
 JG0590;                    North         East    Units  Estimated Accuracy
 JG0590;SPC KS N     -    69,370.      236,090.      MT  (+/- 180 meters Scaled)
 JG0590
 JG0590                          SUPERSEDED SURVEY CONTROL
 JG0590
 JG0590  NGVD 29 (??/??/92)  739.107  (m)         2424.89   (f) ADJ UNCH    1 2
 JG0590
 JG0590.Superseded values are not recommended for survey control.
 JG0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0590.See file dsdata.txt to determine how the superseded data were derived.
 JG0590
 JG0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ227108(NAD 83)
 JG0590_MARKER: DB = BENCH MARK DISK
 JG0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0590_SP_SET: CULVERT
 JG0590_STAMPING: F 302 1953
 JG0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0590
 JG0590  HISTORY     - Date     Condition        Report By
 JG0590  HISTORY     - 1953     MONUMENTED       CGS
 JG0590
 JG0590                          STATION DESCRIPTION
 JG0590
 JG0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0590'5.4 MI S FROM WAKEENEY.
 JG0590'5.4 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0590'U.S. HIGHWAY 40 AT WAKEENEY, 24 FEET WEST OF THE CENTER LINE
 JG0590'OF THE HIGHWAY, 26 FEET SOUTH OF AN EAST AND WEST ROAD, 0.25
 JG0590'MILE WEST OF A FARMHOUSE, SET IN THE SOUTHEAST END OF THE NORTHWEST
 JG0590'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0605 ***********************************************************************
 JG0605  DESIGNATION -  F 303
 JG0605  PID         -  JG0605
 JG0605  STATE/COUNTY-  KS/TREGO
 JG0605  USGS QUAD   -  FORT DOWNER (1974)
 JG0605
 JG0605                         *CURRENT SURVEY CONTROL
 JG0605  ___________________________________________________________________
 JG0605* NAD 83(1986)-  38 50 23.     (N)    099 53 33.     (W)     SCALED    
 JG0605* NAVD 88     -       713.962  (meters)    2342.39   (feet)  ADJUSTED  
 JG0605  ___________________________________________________________________
 JG0605  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 JG0605  DYNAMIC HT  -         713.413 (meters)    2340.59  (feet)  COMP
 JG0605  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 JG0605
 JG0605  VERT ORDER  -  FIRST     CLASS II
 JG0605
 JG0605.The horizontal coordinates were scaled from a topographic map and have
 JG0605.an estimated accuracy of +/- 6 seconds.
 JG0605
 JG0605.The orthometric height was determined by differential leveling
 JG0605.and adjusted by the National Geodetic Survey in June 1991..
 JG0605
 JG0605.The geoid height was determined by GEOID03.
 JG0605
 JG0605.The dynamic height is computed by dividing the NAVD 88
 JG0605.geopotential number by the normal gravity value computed on the
 JG0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0605.degrees latitude (g = 980.6199 gals.).
 JG0605
 JG0605.The modeled gravity was interpolated from observed gravity values.
 JG0605
 JG0605;                    North         East    Units  Estimated Accuracy
 JG0605;SPC KS N     -    57,930.      235,710.      MT  (+/- 180 meters Scaled)
 JG0605
 JG0605                          SUPERSEDED SURVEY CONTROL
 JG0605
 JG0605  NGVD 29 (??/??/92)  713.670  (m)         2341.43   (f) ADJ UNCH    1 2
 JG0605
 JG0605.Superseded values are not recommended for survey control.
 JG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0605.See file dsdata.txt to determine how the superseded data were derived.
 JG0605
 JG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH225993(NAD 83)
 JG0605_MARKER: DB = BENCH MARK DISK
 JG0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0605_STAMPING: F 303 1953
 JG0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0605+STABILITY: SURFACE MOTION
 JG0605
 JG0605  HISTORY     - Date     Condition        Report By
 JG0605  HISTORY     - 1953     MONUMENTED       CGS
 JG0605
 JG0605                          STATION DESCRIPTION
 JG0605
 JG0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0605'12.4 MI S FROM WAKEENEY.
 JG0605'12.45 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0605'U.S. HIGHWAY 40 AT WAKEENEY, 0.1 MILE SOUTH OF AN EAST AND
 JG0605'WEST DIRT ROAD, 65.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 JG0605'4.3 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTH OF A WITNESS
 JG0605'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 JG0605'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0254 ***********************************************************************
 JG0254  DESIGNATION -  F 304
 JG0254  PID         -  JG0254
 JG0254  STATE/COUNTY-  KS/RUSSELL
 JG0254  USGS QUAD   -  RUSSELL NW (1967)
 JG0254
 JG0254                         *CURRENT SURVEY CONTROL
 JG0254  ___________________________________________________________________
 JG0254* NAD 83(1986)-  38 52 55.     (N)    098 55 46.     (W)     SCALED    
 JG0254* NAVD 88     -       572.241  (meters)    1877.43   (feet)  ADJUSTED  
 JG0254  ___________________________________________________________________
 JG0254  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0254  DYNAMIC HT  -         571.835 (meters)    1876.10  (feet)  COMP
 JG0254  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 JG0254
 JG0254  VERT ORDER  -  FIRST     CLASS II
 JG0254
 JG0254.The horizontal coordinates were scaled from a topographic map and have
 JG0254.an estimated accuracy of +/- 6 seconds.
 JG0254
 JG0254.The orthometric height was determined by differential leveling
 JG0254.and adjusted by the National Geodetic Survey in June 1991..
 JG0254
 JG0254.The geoid height was determined by GEOID03.
 JG0254
 JG0254.The dynamic height is computed by dividing the NAVD 88
 JG0254.geopotential number by the normal gravity value computed on the
 JG0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0254.degrees latitude (g = 980.6199 gals.).
 JG0254
 JG0254.The modeled gravity was interpolated from observed gravity values.
 JG0254
 JG0254;                    North         East    Units  Estimated Accuracy
 JG0254;SPC KS N     -    61,320.      319,360.      MT  (+/- 180 meters Scaled)
 JG0254
 JG0254                          SUPERSEDED SURVEY CONTROL
 JG0254
 JG0254  NGVD 29 (??/??/92)  572.021  (m)         1876.71   (f) ADJ UNCH    1 2
 JG0254
 JG0254.Superseded values are not recommended for survey control.
 JG0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0254.See file dsdata.txt to determine how the superseded data were derived.
 JG0254
 JG0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ061036(NAD 83)
 JG0254_MARKER: DB = BENCH MARK DISK
 JG0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0254_SP_SET: CULVERT
 JG0254_STAMPING: F 304 1953
 JG0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0254
 JG0254  HISTORY     - Date     Condition        Report By
 JG0254  HISTORY     - 1953     MONUMENTED       CGS
 JG0254
 JG0254                          STATION DESCRIPTION
 JG0254
 JG0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0254'5.2 MI E FROM GORHAM.
 JG0254'5.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JG0254'GORHAM, 18 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.05
 JG0254'MILE WEST OF A JUNCTION WITH A ROAD LEADING NORTH, 1.1 MILES
 JG0254'WEST OF BENCH MARK G 304, SET IN THE TOP OF THE SOUTHWEST END
 JG0254'OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0224 ***********************************************************************
 JG0224  DESIGNATION -  F 305
 JG0224  PID         -  JG0224
 JG0224  STATE/COUNTY-  KS/RUSSELL
 JG0224  USGS QUAD   -  DORRANCE SW (1979)
 JG0224
 JG0224                         *CURRENT SURVEY CONTROL
 JG0224  ___________________________________________________________________
 JG0224* NAD 83(1986)-  38 52 20.     (N)    098 40 09.     (W)     SCALED    
 JG0224* NAVD 88     -       565.910  (meters)    1856.66   (feet)  ADJUSTED  
 JG0224  ___________________________________________________________________
 JG0224  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 JG0224  DYNAMIC HT  -         565.516 (meters)    1855.36  (feet)  COMP
 JG0224  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 JG0224
 JG0224  VERT ORDER  -  FIRST     CLASS II
 JG0224
 JG0224.The horizontal coordinates were scaled from a topographic map and have
 JG0224.an estimated accuracy of +/- 6 seconds.
 JG0224
 JG0224.The orthometric height was determined by differential leveling
 JG0224.and adjusted by the National Geodetic Survey in June 1991..
 JG0224
 JG0224.The geoid height was determined by GEOID03.
 JG0224
 JG0224.The dynamic height is computed by dividing the NAVD 88
 JG0224.geopotential number by the normal gravity value computed on the
 JG0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0224.degrees latitude (g = 980.6199 gals.).
 JG0224
 JG0224.The modeled gravity was interpolated from observed gravity values.
 JG0224
 JG0224;                    North         East    Units  Estimated Accuracy
 JG0224;SPC KS N     -    60,040.      341,930.      MT  (+/- 180 meters Scaled)
 JG0224
 JG0224                          SUPERSEDED SURVEY CONTROL
 JG0224
 JG0224  NGVD 29 (??/??/92)  565.713  (m)         1856.01   (f) ADJ UNCH    1 2
 JG0224
 JG0224.Superseded values are not recommended for survey control.
 JG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0224.See file dsdata.txt to determine how the superseded data were derived.
 JG0224
 JG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ286026(NAD 83)
 JG0224_MARKER: DB = BENCH MARK DISK
 JG0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0224_STAMPING: F 305 1953
 JG0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0224+STABILITY: SURFACE MOTION
 JG0224
 JG0224  HISTORY     - Date     Condition        Report By
 JG0224  HISTORY     - 1953     MONUMENTED       CGS
 JG0224
 JG0224                          STATION DESCRIPTION
 JG0224
 JG0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0224'1.9 MI E FROM BUNKER HILL.
 JG0224'1.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0224'AT BUNKER HILL, AT A ROAD CROSSING, 64 FEET EAST OF THE CENTER
 JG0224'LINE OF A NORTH AND SOUTH DIRT ROAD, 43 FEET NORTH OF THE NORTH
 JG0224'RAIL, 30 FEET EAST OF A FENCE CORNER, 22 FEET EAST OF A TELEPHONE
 JG0224'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 3 FEET SOUTH OF A
 JG0224'FENCE, 1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 JG0224'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0031 ***********************************************************************
 HG0031  DESIGNATION -  F 307
 HG0031  PID         -  HG0031
 HG0031  STATE/COUNTY-  KS/KINGMAN
 HG0031  USGS QUAD   -  KINGMAN (1983)
 HG0031
 HG0031                         *CURRENT SURVEY CONTROL
 HG0031  ___________________________________________________________________
 HG0031* NAD 83(1986)-  37 39 40.     (N)    098 06 18.     (W)     SCALED    
 HG0031* NAVD 88     -       474.751  (meters)    1557.58   (feet)  ADJUSTED  
 HG0031  ___________________________________________________________________
 HG0031  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HG0031  DYNAMIC HT  -         474.362 (meters)    1556.30  (feet)  COMP
 HG0031  MODELED GRAV-     979,795.6   (mgal)                       NAVD 88
 HG0031
 HG0031  VERT ORDER  -  FIRST     CLASS II
 HG0031
 HG0031.The horizontal coordinates were scaled from a topographic map and have
 HG0031.an estimated accuracy of +/- 6 seconds.
 HG0031
 HG0031.The orthometric height was determined by differential leveling
 HG0031.and adjusted by the National Geodetic Survey in June 1991..
 HG0031
 HG0031.The geoid height was determined by GEOID03.
 HG0031
 HG0031.The dynamic height is computed by dividing the NAVD 88
 HG0031.geopotential number by the normal gravity value computed on the
 HG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0031.degrees latitude (g = 980.6199 gals.).
 HG0031
 HG0031.The modeled gravity was interpolated from observed gravity values.
 HG0031
 HG0031;                    North         East    Units  Estimated Accuracy
 HG0031;SPC KS S     -   510,440.      434,850.      MT  (+/- 180 meters Scaled)
 HG0031
 HG0031                          SUPERSEDED SURVEY CONTROL
 HG0031
 HG0031  NGVD 29 (??/??/92)  474.575  (m)         1557.00   (f) ADJ UNCH    1 2
 HG0031
 HG0031.Superseded values are not recommended for survey control.
 HG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0031.See file dsdata.txt to determine how the superseded data were derived.
 HG0031
 HG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG789685(NAD 83)
 HG0031_MARKER: DB = BENCH MARK DISK
 HG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0031_STAMPING: F 307 1953
 HG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0031+STABILITY: SURFACE MOTION
 HG0031
 HG0031  HISTORY     - Date     Condition        Report By
 HG0031  HISTORY     - 1953     MONUMENTED       CGS
 HG0031  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0031
 HG0031                          STATION DESCRIPTION
 HG0031
 HG0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0031'1.8 MI NE FROM KINGMAN.
 HG0031'1.8 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0031'RAILROAD FROM THE STATION AT KINGMAN, 1 POLE SOUTH OF MILEPOST
 HG0031'30, AT AN ABANDONED ROAD CROSSING, 23 FEET EAST OF THE EAST
 HG0031'RAIL, 48 FEET SOUTH OF THE CENTER LINE OF AN ABANDONED ROAD,
 HG0031'2.6 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET
 HG0031'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 HG0031'GROUND.
 HG0031
 HG0031                          STATION RECOVERY (1986)
 HG0031
 HG0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0002 ***********************************************************************
 HG0002  DESIGNATION -  F 308
 HG0002  PID         -  HG0002
 HG0002  STATE/COUNTY-  KS/RENO
 HG0002  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0002
 HG0002                         *CURRENT SURVEY CONTROL
 HG0002  ___________________________________________________________________
 HG0002* NAD 83(1986)-  37 47 55.     (N)    098 00 38.     (W)     SCALED    
 HG0002* NAVD 88     -       478.241  (meters)    1569.03   (feet)  ADJUSTED  
 HG0002  ___________________________________________________________________
 HG0002  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 HG0002  DYNAMIC HT  -         477.864 (meters)    1567.79  (feet)  COMP
 HG0002  MODELED GRAV-     979,825.7   (mgal)                       NAVD 88
 HG0002
 HG0002  VERT ORDER  -  FIRST     CLASS II
 HG0002
 HG0002.The horizontal coordinates were scaled from a topographic map and have
 HG0002.an estimated accuracy of +/- 6 seconds.
 HG0002
 HG0002.The orthometric height was determined by differential leveling
 HG0002.and adjusted by the National Geodetic Survey in June 1991..
 HG0002
 HG0002.The geoid height was determined by GEOID03.
 HG0002
 HG0002.The dynamic height is computed by dividing the NAVD 88
 HG0002.geopotential number by the normal gravity value computed on the
 HG0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0002.degrees latitude (g = 980.6199 gals.).
 HG0002
 HG0002.The modeled gravity was interpolated from observed gravity values.
 HG0002
 HG0002;                    North         East    Units  Estimated Accuracy
 HG0002;SPC KS S     -   525,740.      443,100.      MT  (+/- 180 meters Scaled)
 HG0002
 HG0002                          SUPERSEDED SURVEY CONTROL
 HG0002
 HG0002  NGVD 29 (??/??/92)  478.074  (m)         1568.48   (f) ADJ UNCH    1 2
 HG0002
 HG0002.Superseded values are not recommended for survey control.
 HG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0002.See file dsdata.txt to determine how the superseded data were derived.
 HG0002
 HG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG871839(NAD 83)
 HG0002_MARKER: DB = BENCH MARK DISK
 HG0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0002_STAMPING: F 308 1953
 HG0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0002+STABILITY: SURFACE MOTION
 HG0002
 HG0002  HISTORY     - Date     Condition        Report By
 HG0002  HISTORY     - 1953     MONUMENTED       CGS
 HG0002  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0002
 HG0002                          STATION DESCRIPTION
 HG0002
 HG0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0002'1.8 MI NE FROM PRETTY PRAIRIE.
 HG0002'1.8 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0002'RAILROAD FROM THE STATION AT PRETTY PRAIRIE, 8 POLES NORTHEAST
 HG0002'OF A ROAD CROSSING, 44 FEET NORTHWEST OF THE NORTHWEST RAIL,
 HG0002'11 FEET NORTHWEST OF MILEPOST 18, 3 FEET SOUTHEAST OF A FENCE,
 HG0002'2.6 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 HG0002'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0002
 HG0002                          STATION RECOVERY (1986)
 HG0002
 HG0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0167 ***********************************************************************
 HG0167  DESIGNATION -  F 309
 HG0167  PID         -  HG0167
 HG0167  STATE/COUNTY-  KS/HARPER
 HG0167  USGS QUAD   -  HARPER (1973)
 HG0167
 HG0167                         *CURRENT SURVEY CONTROL
 HG0167  ___________________________________________________________________
 HG0167* NAD 83(1986)-  37 21 15.     (N)    098 04 07.     (W)     SCALED    
 HG0167* NAVD 88     -       481.019  (meters)    1578.14   (feet)  ADJUSTED  
 HG0167  ___________________________________________________________________
 HG0167  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HG0167  DYNAMIC HT  -         480.615 (meters)    1576.82  (feet)  COMP
 HG0167  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 HG0167
 HG0167  VERT ORDER  -  FIRST     CLASS II
 HG0167
 HG0167.The horizontal coordinates were scaled from a topographic map and have
 HG0167.an estimated accuracy of +/- 6 seconds.
 HG0167
 HG0167.The orthometric height was determined by differential leveling
 HG0167.and adjusted by the National Geodetic Survey in June 1991..
 HG0167
 HG0167.The geoid height was determined by GEOID03.
 HG0167
 HG0167.The dynamic height is computed by dividing the NAVD 88
 HG0167.geopotential number by the normal gravity value computed on the
 HG0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0167.degrees latitude (g = 980.6199 gals.).
 HG0167
 HG0167.The modeled gravity was interpolated from observed gravity values.
 HG0167
 HG0167;                    North         East    Units  Estimated Accuracy
 HG0167;SPC KS S     -   476,390.      438,220.      MT  (+/- 180 meters Scaled)
 HG0167
 HG0167                          SUPERSEDED SURVEY CONTROL
 HG0167
 HG0167  NGVD 29 (??/??/92)  480.874  (m)         1577.67   (f) ADJ UNCH    1 2
 HG0167
 HG0167.Superseded values are not recommended for survey control.
 HG0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0167.See file dsdata.txt to determine how the superseded data were derived.
 HG0167
 HG0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG824345(NAD 83)
 HG0167_MARKER: DB = BENCH MARK DISK
 HG0167_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HG0167_SP_SET: HEADWALL
 HG0167_STAMPING: F 309 1953
 HG0167_MARK LOGO: CGS   
 HG0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0167+STABILITY: SURFACE MOTION
 HG0167
 HG0167  HISTORY     - Date     Condition        Report By
 HG0167  HISTORY     - 1953     MONUMENTED       CGS
 HG0167  HISTORY     - 1985     GOOD             NGS
 HG0167
 HG0167                          STATION DESCRIPTION
 HG0167
 HG0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0167'5 MI NW FROM HARPER.
 HG0167'5.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0167'RAILROAD FROM THE STATION AT HARPER, 84 FEET EAST OF THE EAST
 HG0167'RAIL, 21 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 14,
 HG0167'SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 HG0167'CULVERT.
 HG0167
 HG0167                          STATION RECOVERY (1985)
 HG0167
 HG0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0856 ***********************************************************************
 JF0856  DESIGNATION -  F 31
 JF0856  PID         -  JF0856
 JF0856  STATE/COUNTY-  KS/MCPHERSON
 JF0856  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0856
 JF0856                         *CURRENT SURVEY CONTROL
 JF0856  ___________________________________________________________________
 JF0856* NAD 83(1986)-  38 22 28.     (N)    097 39 16.     (W)     SCALED    
 JF0856* NAVD 88     -       455.574  (meters)    1494.66   (feet)  ADJUSTED  
 JF0856  ___________________________________________________________________
 JF0856  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF0856  DYNAMIC HT  -         455.244 (meters)    1493.58  (feet)  COMP
 JF0856  MODELED GRAV-     979,890.9   (mgal)                       NAVD 88
 JF0856
 JF0856  VERT ORDER  -  SECOND    CLASS 0
 JF0856
 JF0856.The horizontal coordinates were scaled from a topographic map and have
 JF0856.an estimated accuracy of +/- 6 seconds.
 JF0856
 JF0856.The orthometric height was determined by differential leveling
 JF0856.and adjusted by the National Geodetic Survey in June 1991..
 JF0856
 JF0856.The geoid height was determined by GEOID03.
 JF0856
 JF0856.The dynamic height is computed by dividing the NAVD 88
 JF0856.geopotential number by the normal gravity value computed on the
 JF0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0856.degrees latitude (g = 980.6199 gals.).
 JF0856
 JF0856.The modeled gravity was interpolated from observed gravity values.
 JF0856
 JF0856;                    North         East    Units  Estimated Accuracy
 JF0856;SPC KS S     -   589,880.      473,890.      MT  (+/- 180 meters Scaled)
 JF0856
 JF0856                          SUPERSEDED SURVEY CONTROL
 JF0856
 JF0856  NGVD 29 (??/??/92)  455.418  (m)         1494.15   (f) ADJ UNCH    2 0
 JF0856
 JF0856.Superseded values are not recommended for survey control.
 JF0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0856.See file dsdata.txt to determine how the superseded data were derived.
 JF0856
 JF0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH175482(NAD 83)
 JF0856_MARKER: DB = BENCH MARK DISK
 JF0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0856_STAMPING: F 31 1934
 JF0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0856+STABILITY: SURFACE MOTION
 JF0856
 JF0856  HISTORY     - Date     Condition        Report By
 JF0856  HISTORY     - 1934     MONUMENTED       CGS
 JF0856  HISTORY     - 1970     GOOD             NGS
 JF0856
 JF0856                          STATION DESCRIPTION
 JF0856
 JF0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0856'AT MC PHERSON.
 JF0856'ABOUT 0.4 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0856'RAILWAY FROM THE STATION AT MC PHERSON, ABOUT 0.2 MILE EAST
 JF0856'OF MILEPOST 47, 6 RAILS EAST OF THE CENTER OF A CROSSING OF THE
 JF0856'TRACK AND NORTH OAK STREET, IN THE SOUTH CORNER OF THE INTERSECTION
 JF0856'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY AND A SPUR TRACK
 JF0856'OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 27 1/2 FEET
 JF0856'SOUTHEAST OF THE SOUTHEAST RAIL OF THE ATCHISON, TOPEKA AND
 JF0856'SANTA FE RAILWAY, 32 1/2 FEET WEST OF THE WEST RAIL OF THE
 JF0856'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 20 1/2 FEET NORTH OF THE
 JF0856'CENTER OF A 2-FOOT ROUND MANHOLE COVER, 16 1/2 FEET SOUTH OF A
 JF0856'TELEGRAPH POLE, 1.6 FEET NORTHEAST OF A METAL WITNESS POST,
 JF0856'ABOUT LEVEL WITH THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 JF0856'POST 2 FEET UNDERGROUND.  SEC 28, T 19S, R 3W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0194 ***********************************************************************
 HG0194  DESIGNATION -  F 310
 HG0194  PID         -  HG0194
 HG0194  STATE/COUNTY-  KS/HARPER
 HG0194  USGS QUAD   -  ANTHONY (1983)
 HG0194
 HG0194                         *CURRENT SURVEY CONTROL
 HG0194  ___________________________________________________________________
 HG0194* NAD 83(1986)-  37 09 08.     (N)    098 04 47.     (W)     SCALED    
 HG0194* NAVD 88     -       405.174  (meters)    1329.31   (feet)  ADJUSTED  
 HG0194  ___________________________________________________________________
 HG0194  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 HG0194  DYNAMIC HT  -         404.835 (meters)    1328.20  (feet)  COMP
 HG0194  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 HG0194
 HG0194  VERT ORDER  -  FIRST     CLASS II
 HG0194
 HG0194.This mark is at Anthony Municipal Airport (ANY)
 HG0194
 HG0194.The horizontal coordinates were scaled from a topographic map and have
 HG0194.an estimated accuracy of +/- 6 seconds.
 HG0194
 HG0194.The orthometric height was determined by differential leveling
 HG0194.and adjusted by the National Geodetic Survey in June 1991..
 HG0194
 HG0194.The geoid height was determined by GEOID03.
 HG0194
 HG0194.The dynamic height is computed by dividing the NAVD 88
 HG0194.geopotential number by the normal gravity value computed on the
 HG0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0194.degrees latitude (g = 980.6199 gals.).
 HG0194
 HG0194.The modeled gravity was interpolated from observed gravity values.
 HG0194
 HG0194;                    North         East    Units  Estimated Accuracy
 HG0194;SPC KS S     -   453,970.      437,340.      MT  (+/- 180 meters Scaled)
 HG0194
 HG0194                          SUPERSEDED SURVEY CONTROL
 HG0194
 HG0194  NGVD 29 (??/??/92)  405.051  (m)         1328.90   (f) ADJ UNCH    1 2
 HG0194
 HG0194.Superseded values are not recommended for survey control.
 HG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0194.See file dsdata.txt to determine how the superseded data were derived.
 HG0194
 HG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG817121(NAD 83)
 HG0194_MARKER: DB = BENCH MARK DISK
 HG0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0194_SP_SET: CONCRETE POST
 HG0194_STAMPING: F 310 1953
 HG0194_MARK LOGO: CGS   
 HG0194_PROJECTION: FLUSH
 HG0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0194+STABILITY: SURFACE MOTION
 HG0194
 HG0194  HISTORY     - Date     Condition        Report By
 HG0194  HISTORY     - 1953     MONUMENTED       CGS
 HG0194  HISTORY     - 1986     GOOD             NGS
 HG0194
 HG0194                          STATION DESCRIPTION
 HG0194
 HG0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0194'2.2 MI W FROM ANTHONY.
 HG0194'2.2 MILES WEST ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0194'AND SANTA FE RAILROAD STATION AT ANTHONY, AT THE ANTHONY MUNICIPAL
 HG0194'AIRPORT, 2.8 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A HANGAR
 HG0194'WHICH IS AT THE SOUTHWEST CORNER OF THE AIRPORT, SET IN THE TOP
 HG0194'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 HG0194
 HG0194                          STATION RECOVERY (1986)
 HG0194
 HG0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0194'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 HG0194'ADD--16.5 METERS (54 FT) NORTH OF THE NORTHWEST CORNER OF A METAL
 HG0194'HANGER, 0.8 METER (2.5 FT) EAST OF A METAL POST AND 0.6 METER (2 FT)
 HG0194'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A 30 BY 30 FOOT CONCRETE
 HG0194'SLAB.
 HG0194'THE MARK IS 0.31 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0106 ***********************************************************************
 HG0106  DESIGNATION -  F 311
 HG0106  PID         -  HG0106
 HG0106  STATE/COUNTY-  KS/KINGMAN
 HG0106  USGS QUAD   -  KINGMAN (1983)
 HG0106
 HG0106                         *CURRENT SURVEY CONTROL
 HG0106  ___________________________________________________________________
 HG0106* NAD 83(1986)-  37 37 57.     (N)    098 01 31.     (W)     SCALED    
 HG0106* NAVD 88     -       451.066  (meters)    1479.87   (feet)  ADJUSTED  
 HG0106  ___________________________________________________________________
 HG0106  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 HG0106  DYNAMIC HT  -         450.698 (meters)    1478.66  (feet)  COMP
 HG0106  MODELED GRAV-     979,801.6   (mgal)                       NAVD 88
 HG0106
 HG0106  VERT ORDER  -  SECOND    CLASS 0
 HG0106
 HG0106.The horizontal coordinates were scaled from a topographic map and have
 HG0106.an estimated accuracy of +/- 6 seconds.
 HG0106
 HG0106.The orthometric height was determined by differential leveling
 HG0106.and adjusted by the National Geodetic Survey in June 1991..
 HG0106
 HG0106.The geoid height was determined by GEOID03.
 HG0106
 HG0106.The dynamic height is computed by dividing the NAVD 88
 HG0106.geopotential number by the normal gravity value computed on the
 HG0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0106.degrees latitude (g = 980.6199 gals.).
 HG0106
 HG0106.The modeled gravity was interpolated from observed gravity values.
 HG0106
 HG0106;                    North         East    Units  Estimated Accuracy
 HG0106;SPC KS S     -   507,300.      441,900.      MT  (+/- 180 meters Scaled)
 HG0106
 HG0106                          SUPERSEDED SURVEY CONTROL
 HG0106
 HG0106  NGVD 29 (??/??/92)  450.912  (m)         1479.37   (f) ADJ UNCH    2 0
 HG0106
 HG0106.Superseded values are not recommended for survey control.
 HG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0106.See file dsdata.txt to determine how the superseded data were derived.
 HG0106
 HG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG860654(NAD 83)
 HG0106_MARKER: DB = BENCH MARK DISK
 HG0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0106_SP_SET: CONCRETE POST
 HG0106_STAMPING: F 311 1956
 HG0106_MARK LOGO: CGS   
 HG0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0106+STABILITY: SURFACE MOTION
 HG0106
 HG0106  HISTORY     - Date     Condition        Report By
 HG0106  HISTORY     - 1956     MONUMENTED       CGS
 HG0106  HISTORY     - 1986     GOOD             NGS
 HG0106
 HG0106                          STATION DESCRIPTION
 HG0106
 HG0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HG0106'5.4 MI E FROM KINGMAN.
 HG0106'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0106'AND SANTA FE RAILROAD STATION AT KINGMAN, THENCE 4.75 MILES
 HG0106'EAST ALONG A GRADED DIRT ROAD, 0.15 MILE EAST OF THE CROSSING OF
 HG0106'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 123 FEET SOUTH OF
 HG0106'THE CENTER LINE OF AN EAST AND WEST ROAD, 50 FEET NORTH OF
 HG0106'THE NORTH RAIL, 96 FEET SOUTH OF A FENCE CORNER, 2.7 FEET NORTH
 HG0106'OF A FENCE, 2.4 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS
 HG0106'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 HG0106'ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 7, TOWNSHIP
 HG0106'28 SOUTH, RANGE 7 WEST.
 HG0106
 HG0106                          STATION RECOVERY (1986)
 HG0106
 HG0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0953 ***********************************************************************
 HF0953  DESIGNATION -  F 312
 HF0953  PID         -  HF0953
 HF0953  STATE/COUNTY-  KS/SEDGWICK
 HF0953  USGS QUAD   -  LAKE AFTON (1980)
 HF0953
 HF0953                         *CURRENT SURVEY CONTROL
 HF0953  ___________________________________________________________________
 HF0953* NAD 83(1986)-  37 31 57.     (N)    097 41 53.     (W)     SCALED    
 HF0953* NAVD 88     -       404.515  (meters)    1327.15   (feet)  ADJUSTED  
 HF0953  ___________________________________________________________________
 HF0953  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HF0953  DYNAMIC HT  -         404.184 (meters)    1326.06  (feet)  COMP
 HF0953  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 HF0953
 HF0953  VERT ORDER  -  SECOND    CLASS 0
 HF0953
 HF0953.The horizontal coordinates were scaled from a topographic map and have
 HF0953.an estimated accuracy of +/- 6 seconds.
 HF0953
 HF0953.The orthometric height was determined by differential leveling
 HF0953.and adjusted by the National Geodetic Survey in June 1991..
 HF0953
 HF0953.The geoid height was determined by GEOID03.
 HF0953
 HF0953.The dynamic height is computed by dividing the NAVD 88
 HF0953.geopotential number by the normal gravity value computed on the
 HF0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0953.degrees latitude (g = 980.6199 gals.).
 HF0953
 HF0953.The modeled gravity was interpolated from observed gravity values.
 HF0953
 HF0953;                    North         East    Units  Estimated Accuracy
 HF0953;SPC KS S     -   496,400.      470,880.      MT  (+/- 180 meters Scaled)
 HF0953
 HF0953                          SUPERSEDED SURVEY CONTROL
 HF0953
 HF0953  NGVD 29 (??/??/92)  404.379  (m)         1326.70   (f) ADJ UNCH    2 0
 HF0953
 HF0953.Superseded values are not recommended for survey control.
 HF0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0953.See file dsdata.txt to determine how the superseded data were derived.
 HF0953
 HF0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG150547(NAD 83)
 HF0953_MARKER: DB = BENCH MARK DISK
 HF0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0953_STAMPING: F 312 1956
 HF0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0953+STABILITY: SURFACE MOTION
 HF0953
 HF0953  HISTORY     - Date     Condition        Report By
 HF0953  HISTORY     - 1956     MONUMENTED       CGS
 HF0953
 HF0953                          STATION DESCRIPTION
 HF0953
 HF0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0953'6.4 MI NW FROM VIOLA.
 HF0953'0.25 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0953'RAILROAD FROM THE STATION AT VIOLA, THENCE 3.15 MILES NORTH
 HF0953'ALONG AN OILED ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT
 HF0953'ROAD, 59 FEET NORTH OF A POWER POLE, 35 FEET EAST OF THE CENTER
 HF0953'LINE OF A NORTH AND SOUTH ROAD, 32 FEET NORTH OF THE CENTER LINE OF
 HF0953'AN EAST AND WEST ROAD, 1.4 FEET SOUTH OF A FENCE, 2 FEET WEST OF
 HF0953'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF0953'0.6 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 7,
 HF0953'TOWNSHIP 29 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0997 ***********************************************************************
 HF0997  DESIGNATION -  F 313 RESET
 HF0997  PID         -  HF0997
 HF0997  STATE/COUNTY-  KS/SEDGWICK
 HF0997  USGS QUAD   -  CHENEY (1982)
 HF0997
 HF0997                         *CURRENT SURVEY CONTROL
 HF0997  ___________________________________________________________________
 HF0997* NAD 83(1986)-  37 42 14.     (N)    097 47 23.     (W)     SCALED    
 HF0997* NAVD 88     -       417.14   (meters)    1368.6    (feet)  RESET     
 HF0997  ___________________________________________________________________
 HF0997  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HF0997
 HF0997  VERT ORDER  -  THIRD
 HF0997
 HF0997.The horizontal coordinates were scaled from a topographic map and have
 HF0997.an estimated accuracy of +/- 6 seconds.
 HF0997
 HF0997.The orthometric height was computed from unverified reset data.
 HF0997
 HF0997.The geoid height was determined by GEOID03.
 HF0997
 HF0997;                    North         East    Units  Estimated Accuracy
 HF0997;SPC KS S     -   515,350.      462,630.      MT  (+/- 180 meters Scaled)
 HF0997
 HF0997                          SUPERSEDED SURVEY CONTROL
 HF0997
 HF0997.No superseded survey control is available for this station.
 HF0997
 HF0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG066736(NAD 83)
 HF0997_MARKER: DB = BENCH MARK DISK
 HF0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0997_STAMPING: F313 RESET 1967
 HF0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0997+STABILITY: SURFACE MOTION
 HF0997
 HF0997  HISTORY     - Date     Condition        Report By
 HF0997  HISTORY     - 1967     MONUMENTED       CGS
 HF0997
 HF0997                          STATION DESCRIPTION
 HF0997
 HF0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HF0997'6.7 MI N FROM CHENEY.
 HF0997'0.45 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0997'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A GRADED
 HF0997'DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54, THENCE 2.0
 HF0997'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG A
 HF0997'GRAVELED ROAD, THENCE 0.9 MILE NORTH ALONG A SURFACED ROAD TO A
 HF0997'BRIDGE.  THE MARK IS NORTHWEST OF THE BRIDGE, 152 FEET WEST OF THE
 HF0997'SURFACED ROAD, 30 FEET NORTH OF A CREEK BANK, 2.5 FEET EAST OF A
 HF0997'POWERLINE POLE, 1.5 FEET WEST OF A METAL WITNESS POST, 1 FOOT
 HF0997'NORTH OF A FENCE, AND SET IN THE TOP OF A ROUND CONCRETE POST
 HF0997'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0850 ***********************************************************************
 HF0850  DESIGNATION -  F 314
 HF0850  PID         -  HF0850
 HF0850  STATE/COUNTY-  KS/SUMNER
 HF0850  USGS QUAD   -  CALDWELL NW (1971)
 HF0850
 HF0850                         *CURRENT SURVEY CONTROL
 HF0850  ___________________________________________________________________
 HF0850* NAD 83(1986)-  37 11 55.     (N)    097 39 22.     (W)     SCALED    
 HF0850* NAVD 88     -       368.706  (meters)    1209.66   (feet)  ADJUSTED  
 HF0850  ___________________________________________________________________
 HF0850  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 HF0850  DYNAMIC HT  -         368.400 (meters)    1208.66  (feet)  COMP
 HF0850  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 HF0850
 HF0850  VERT ORDER  -  SECOND    CLASS 0
 HF0850
 HF0850.The horizontal coordinates were scaled from a topographic map and have
 HF0850.an estimated accuracy of +/- 6 seconds.
 HF0850
 HF0850.The orthometric height was determined by differential leveling
 HF0850.and adjusted by the National Geodetic Survey in June 1991..
 HF0850
 HF0850.The geoid height was determined by GEOID03.
 HF0850
 HF0850.The dynamic height is computed by dividing the NAVD 88
 HF0850.geopotential number by the normal gravity value computed on the
 HF0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0850.degrees latitude (g = 980.6199 gals.).
 HF0850
 HF0850.The modeled gravity was interpolated from observed gravity values.
 HF0850
 HF0850;                    North         East    Units  Estimated Accuracy
 HF0850;SPC KS S     -   459,380.      474,920.      MT  (+/- 180 meters Scaled)
 HF0850
 HF0850                          SUPERSEDED SURVEY CONTROL
 HF0850
 HF0850  NGVD 29 (??/??/92)  368.595  (m)         1209.30   (f) ADJ UNCH    2 0
 HF0850
 HF0850.Superseded values are not recommended for survey control.
 HF0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0850.See file dsdata.txt to determine how the superseded data were derived.
 HF0850
 HF0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG192177(NAD 83)
 HF0850_MARKER: DB = BENCH MARK DISK
 HF0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0850_SP_SET: CULVERT
 HF0850_STAMPING: F 314 1956
 HF0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0850
 HF0850  HISTORY     - Date     Condition        Report By
 HF0850  HISTORY     - 1956     MONUMENTED       CGS
 HF0850
 HF0850                          STATION DESCRIPTION
 HF0850
 HF0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0850'5 MI S FROM MILAN.
 HF0850'3.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 HF0850'MILAN, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.0
 HF0850'MILE SOUTH ALONG A GRADED DIRT ROAD, 49 FEET NORTH OF THE CENTER
 HF0850'LINE OF AN EAST AND WEST ROAD, 12 FEET EAST OF THE CENTER LINE OF
 HF0850'A NORTH AND SOUTH ROAD, SET IN THE TOP OF THE CENTER OF THE EAST
 HF0850'HEADWALL OF A 30 INCH PIPE CULVERT UNDER THE NORTH AND SOUTH ROAD,
 HF0850'IN THE SOUTHWEST 1/4 OF SECTION 4, TOWNSHIP 33 SOUTH, RANGE 3
 HF0850'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1047 ***********************************************************************
 HF1047  DESIGNATION -  F 315
 HF1047  PID         -  HF1047
 HF1047  STATE/COUNTY-  KS/RENO
 HF1047  USGS QUAD   -  CASTLETON (1965)
 HF1047
 HF1047                         *CURRENT SURVEY CONTROL
 HF1047  ___________________________________________________________________
 HF1047* NAD 83(1986)-  37 48 24.     (N)    097 55 04.     (W)     SCALED    
 HF1047* NAVD 88     -       445.276  (meters)    1460.88   (feet)  ADJUSTED  
 HF1047  ___________________________________________________________________
 HF1047  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 HF1047  DYNAMIC HT  -         444.928 (meters)    1459.73  (feet)  COMP
 HF1047  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 HF1047
 HF1047  VERT ORDER  -  SECOND    CLASS 0
 HF1047
 HF1047.The horizontal coordinates were scaled from a topographic map and have
 HF1047.an estimated accuracy of +/- 6 seconds.
 HF1047
 HF1047.The orthometric height was determined by differential leveling
 HF1047.and adjusted by the National Geodetic Survey in June 1991..
 HF1047
 HF1047.The geoid height was determined by GEOID03.
 HF1047
 HF1047.The dynamic height is computed by dividing the NAVD 88
 HF1047.geopotential number by the normal gravity value computed on the
 HF1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1047.degrees latitude (g = 980.6199 gals.).
 HF1047
 HF1047.The modeled gravity was interpolated from observed gravity values.
 HF1047
 HF1047;                    North         East    Units  Estimated Accuracy
 HF1047;SPC KS S     -   526,680.      451,270.      MT  (+/- 180 meters Scaled)
 HF1047
 HF1047                          SUPERSEDED SURVEY CONTROL
 HF1047
 HF1047  NGVD 29 (??/??/92)  445.128  (m)         1460.39   (f) ADJ UNCH    2 0
 HF1047
 HF1047.Superseded values are not recommended for survey control.
 HF1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1047.See file dsdata.txt to determine how the superseded data were derived.
 HF1047
 HF1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG952849(NAD 83)
 HF1047_MARKER: DB = BENCH MARK DISK
 HF1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1047_STAMPING: F 315 1956
 HF1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1047+STABILITY: SURFACE MOTION
 HF1047
 HF1047  HISTORY     - Date     Condition        Report By
 HF1047  HISTORY     - 1956     MONUMENTED       CGS
 HF1047
 HF1047                          STATION DESCRIPTION
 HF1047
 HF1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1047'7.3 MI SE FROM CASTLETON.
 HF1047'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF1047'RAILROAD FROM THE STATION AT CASTLETON, THENCE 0.9 MILE EAST
 HF1047'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 HF1047'ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 HF1047'SOUTH ALONG STATE HIGHWAY 17, THENCE 1.0 MILE EAST ALONG A
 HF1047'GRAVELED ROAD, THENCE 1.2 MILES SOUTH ALONG A GRAVELED ROAD,
 HF1047'72 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 32
 HF1047'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 43.5 FEET
 HF1047'EAST OF A FENCE CORNER, 2 FEET NORTH OF A FENCE, 2 FEET WEST
 HF1047'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF1047'0.5 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 7,
 HF1047'TOWNSHIP 26 SOUTH, RANGE 5 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0345 ***********************************************************************
 JH0345  DESIGNATION -  F 32
 JH0345  PID         -  JH0345
 JH0345  STATE/COUNTY-  KS/HAMILTON
 JH0345  USGS QUAD   -  EAST BRIDGE CREEK SOUTH (1966)
 JH0345
 JH0345                         *CURRENT SURVEY CONTROL
 JH0345  ___________________________________________________________________
 JH0345* NAD 83(1986)-  38 00 50.     (N)    101 52 53.     (W)     SCALED    
 JH0345* NAVD 88     -      1005.568  (meters)    3299.10   (feet)  ADJUSTED  
 JH0345  ___________________________________________________________________
 JH0345  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 JH0345  DYNAMIC HT  -        1004.634 (meters)    3296.04  (feet)  COMP
 JH0345  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 JH0345
 JH0345  VERT ORDER  -  FIRST     CLASS II
 JH0345
 JH0345.The horizontal coordinates were scaled from a topographic map and have
 JH0345.an estimated accuracy of +/- 6 seconds.
 JH0345
 JH0345.The orthometric height was determined by differential leveling
 JH0345.and adjusted by the National Geodetic Survey in June 1991..
 JH0345
 JH0345.The geoid height was determined by GEOID03.
 JH0345
 JH0345.The dynamic height is computed by dividing the NAVD 88
 JH0345.geopotential number by the normal gravity value computed on the
 JH0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0345.degrees latitude (g = 980.6199 gals.).
 JH0345
 JH0345.The modeled gravity was interpolated from observed gravity values.
 JH0345
 JH0345;                    North         East    Units  Estimated Accuracy
 JH0345;SPC KS S     -   554,910.      103,140.      MT  (+/- 180 meters Scaled)
 JH0345
 JH0345                          SUPERSEDED SURVEY CONTROL
 JH0345
 JH0345  NGVD 29 (??/??/92) 1005.151  (m)         3297.73   (f) ADJ UNCH    1 2
 JH0345
 JH0345.Superseded values are not recommended for survey control.
 JH0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0345.See file dsdata.txt to determine how the superseded data were derived.
 JH0345
 JH0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH470112(NAD 83)
 JH0345_MARKER: DB = BENCH MARK DISK
 JH0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0345_STAMPING: F 32 1934
 JH0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0345+STABILITY: SURFACE MOTION
 JH0345
 JH0345  HISTORY     - Date     Condition        Report By
 JH0345  HISTORY     - 1934     MONUMENTED       CGS
 JH0345  HISTORY     - 1954     GOOD             NGS
 JH0345  HISTORY     - 1986     MARK NOT FOUND   NGS
 JH0345
 JH0345                          STATION DESCRIPTION
 JH0345
 JH0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0345'7.3 MI E FROM COOLIDGE.
 JH0345'ABOUT 7.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JH0345'RAILWAY FROM THE STATION AT COOLIDGE, HAMILTON COUNTY, AT MEDWAY,
 JH0345'22 FEET EAST OF THE STATION SIGN, AT MILEAGE 461.4, 97 FEET
 JH0345'NORTH OF THE CENTER LINE OF THE TRACK, 34 FEET SOUTH OF THE
 JH0345'CENTER LINE OF U.S. HIGHWAY 50, AND 9 FEET NORTH OF THE CENTER
 JH0345'LINE OF A PRIVATE DIRT ROAD.  A STANDARD DISK, STAMPED F 32 1934
 JH0345'AND SET IN THE TOP OF A CONCRETE POST.
 JH0345
 JH0345                          STATION RECOVERY (1954)
 JH0345
 JH0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JH0345'RECOVERED IN GOOD CONDITION.
 JH0345
 JH0345                          STATION RECOVERY (1986)
 JH0345
 JH0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0345'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1196 ***********************************************************************
 JE1196  DESIGNATION -  F 324
 JE1196  PID         -  JE1196
 JE1196  STATE/COUNTY-  KS/COFFEY
 JE1196  USGS QUAD   -  WAVERLY NW (1983)
 JE1196
 JE1196                         *CURRENT SURVEY CONTROL
 JE1196  ___________________________________________________________________
 JE1196* NAD 83(1986)-  38 25 09.     (N)    095 40 28.     (W)     SCALED    
 JE1196* NAVD 88     -       336.662  (meters)    1104.53   (feet)  ADJUSTED  
 JE1196  ___________________________________________________________________
 JE1196  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JE1196  DYNAMIC HT  -         336.420 (meters)    1103.74  (feet)  COMP
 JE1196  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 JE1196
 JE1196  VERT ORDER  -  SECOND    CLASS 0
 JE1196
 JE1196.The horizontal coordinates were scaled from a topographic map and have
 JE1196.an estimated accuracy of +/- 6 seconds.
 JE1196
 JE1196.The orthometric height was determined by differential leveling
 JE1196.and adjusted by the National Geodetic Survey in June 1991..
 JE1196
 JE1196.The geoid height was determined by GEOID03.
 JE1196
 JE1196.The dynamic height is computed by dividing the NAVD 88
 JE1196.geopotential number by the normal gravity value computed on the
 JE1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1196.degrees latitude (g = 980.6199 gals.).
 JE1196
 JE1196.The modeled gravity was interpolated from observed gravity values.
 JE1196
 JE1196;                    North         East    Units  Estimated Accuracy
 JE1196;SPC KS S     -   598,240.      646,710.      MT  (+/- 180 meters Scaled)
 JE1196
 JE1196                          SUPERSEDED SURVEY CONTROL
 JE1196
 JE1196  NGVD 29 (??/??/92)  336.496  (m)         1103.99   (f) ADJ UNCH    2 0
 JE1196
 JE1196.Superseded values are not recommended for survey control.
 JE1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1196.See file dsdata.txt to determine how the superseded data were derived.
 JE1196
 JE1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC665557(NAD 83)
 JE1196_MARKER: DB = BENCH MARK DISK
 JE1196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1196_SP_SET: STEP
 JE1196_STAMPING: F 324 1960
 JE1196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1196
 JE1196  HISTORY     - Date     Condition        Report By
 JE1196  HISTORY     - 1960     MONUMENTED       CGS
 JE1196
 JE1196                          STATION DESCRIPTION
 JE1196
 JE1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1196'6 MI NW FROM WAVERLY.
 JE1196'0.15 MILE SOUTH ALONG A OILED ROAD FROM THE RAILROAD DEPOT AT
 JE1196'WAVERLY, THENCE 2.15 MILES WEST ALONG A GRAVELED ROAD, THENCE
 JE1196'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG
 JE1196'U.S. HIGHWAY 50, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 JE1196'THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, CEMENTED IN A DRILL
 JE1196'HOLE IN THE FRONT CEMENT STEP OF A CHURCH, THE CHURCH SETS OF
 JE1196'THE SOUTH SIDE OF A EAST-WEST ROAD, AND WEST OF A NORTH-SOUTH
 JE1196'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0129 ***********************************************************************
 JF0129  DESIGNATION -  F 325
 JF0129  PID         -  JF0129
 JF0129  STATE/COUNTY-  KS/WABAUNSEE
 JF0129  USGS QUAD   -  KEENE (1983)
 JF0129
 JF0129                         *CURRENT SURVEY CONTROL
 JF0129  ___________________________________________________________________
 JF0129* NAD 83(1986)-  38 58 18.     (N)    096 03 26.     (W)     SCALED    
 JF0129* NAVD 88     -       373.758  (meters)    1226.24   (feet)  ADJUSTED  
 JF0129  ___________________________________________________________________
 JF0129  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JF0129  DYNAMIC HT  -         373.503 (meters)    1225.40  (feet)  COMP
 JF0129  MODELED GRAV-     979,936.2   (mgal)                       NAVD 88
 JF0129
 JF0129  VERT ORDER  -  SECOND    CLASS 0
 JF0129
 JF0129.The horizontal coordinates were scaled from a topographic map and have
 JF0129.an estimated accuracy of +/- 6 seconds.
 JF0129
 JF0129.The orthometric height was determined by differential leveling
 JF0129.and adjusted by the National Geodetic Survey in June 1991..
 JF0129
 JF0129.The geoid height was determined by GEOID03.
 JF0129
 JF0129.The dynamic height is computed by dividing the NAVD 88
 JF0129.geopotential number by the normal gravity value computed on the
 JF0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0129.degrees latitude (g = 980.6199 gals.).
 JF0129
 JF0129.The modeled gravity was interpolated from observed gravity values.
 JF0129
 JF0129;                    North         East    Units  Estimated Accuracy
 JF0129;SPC KS N     -    72,670.      568,350.      MT  (+/- 180 meters Scaled)
 JF0129
 JF0129                          SUPERSEDED SURVEY CONTROL
 JF0129
 JF0129  NGVD 29 (??/??/92)  373.609  (m)         1225.75   (f) ADJ UNCH    2 0
 JF0129
 JF0129.Superseded values are not recommended for survey control.
 JF0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0129.See file dsdata.txt to determine how the superseded data were derived.
 JF0129
 JF0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ549177(NAD 83)
 JF0129_MARKER: DB = BENCH MARK DISK
 JF0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0129_STAMPING: F 325 1960
 JF0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0129+STABILITY: SURFACE MOTION
 JF0129
 JF0129  HISTORY     - Date     Condition        Report By
 JF0129  HISTORY     - 1960     MONUMENTED       CGS
 JF0129  HISTORY     - 1961     GOOD             NGS
 JF0129
 JF0129                          STATION DESCRIPTION
 JF0129
 JF0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JF0129'9.5 MI NE FROM ESKRIDGE.
 JF0129'8.8 MILES EAST AND NORTH ALONG STATE HIGHWAY 4 FROM THE POST
 JF0129'OFFICE AT ESKRIDGE, THENCE 1.0 MILE NORTH ALONG GRAVELED ROAD,
 JF0129'ABOUT 1.0 MILE SOUTHWEST OF THE MISSILE BASE, 39 FEET NORTH OF
 JF0129'EAST-WEST ROAD, 31 FEET EAST OF NORTH-SOUTH ROAD, 10.6 FEET
 JF0129'NORTH OF A TELEPHONE POLE, 2 FEET ABOVE THE LEVEL OF THE ROAD,
 JF0129'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0228 ***********************************************************************
 JF0228  DESIGNATION -  F 326
 JF0228  PID         -  JF0228
 JF0228  STATE/COUNTY-  KS/LYON
 JF0228  USGS QUAD   -  LANG (1979)
 JF0228
 JF0228                         *CURRENT SURVEY CONTROL
 JF0228  ___________________________________________________________________
 JF0228* NAD 83(1986)-  38 24 44.     (N)    096 06 08.     (W)     SCALED    
 JF0228* NAVD 88     -       336.498  (meters)    1103.99   (feet)  ADJUSTED  
 JF0228  ___________________________________________________________________
 JF0228  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 JF0228  DYNAMIC HT  -         336.252 (meters)    1103.19  (feet)  COMP
 JF0228  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 JF0228
 JF0228  VERT ORDER  -  SECOND    CLASS 0
 JF0228
 JF0228.The horizontal coordinates were scaled from a topographic map and have
 JF0228.an estimated accuracy of +/- 6 seconds.
 JF0228
 JF0228.The orthometric height was determined by differential leveling
 JF0228.and adjusted by the National Geodetic Survey in June 1991..
 JF0228
 JF0228.The geoid height was determined by GEOID03.
 JF0228
 JF0228.The dynamic height is computed by dividing the NAVD 88
 JF0228.geopotential number by the normal gravity value computed on the
 JF0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0228.degrees latitude (g = 980.6199 gals.).
 JF0228
 JF0228.The modeled gravity was interpolated from observed gravity values.
 JF0228
 JF0228;                    North         East    Units  Estimated Accuracy
 JF0228;SPC KS S     -   596,430.      609,390.      MT  (+/- 180 meters Scaled)
 JF0228
 JF0228                          SUPERSEDED SURVEY CONTROL
 JF0228
 JF0228  NGVD 29 (??/??/92)  336.348  (m)         1103.50   (f) ADJ UNCH    2 0
 JF0228
 JF0228.Superseded values are not recommended for survey control.
 JF0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0228.See file dsdata.txt to determine how the superseded data were derived.
 JF0228
 JF0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH530555(NAD 83)
 JF0228_MARKER: DB = BENCH MARK DISK
 JF0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0228_SP_SET: CULVERT
 JF0228_STAMPING: F 326 1974
 JF0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0228
 JF0228  HISTORY     - Date     Condition        Report By
 JF0228  HISTORY     - 1974     MONUMENTED       NGS
 JF0228
 JF0228                          STATION DESCRIPTION
 JF0228
 JF0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JF0228'2 MI E FROM EMPORIA.
 JF0228'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35
 JF0228'AND THE BUSINESS ROUTE OF U.S. HIGHWAY 50, WHICH IS ABOUT 2.5
 JF0228'MILES EAST OF DOWNTOWN EMPORIA, GO EAST ALONG U.S. HIGHWAY 50 FOR
 JF0228'2.05 MILE TO THE MARK SET IN THE TOP OF THE WEST END OF NORTH
 JF0228'HEADWALL OF A 6 FOOT BOX CULVERT.  THE MARK IS 82 FEET EAST OF
 JF0228'THE APPROXIMATE CENTER OF A SIDEROAD, 22.6 FEET NORTH OF THE
 JF0228'CENTERLINE OF THE HIGHWAY, 1.5 FEET EAST OF THE WEST END OF
 JF0228'HEADWALL AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1410 ***********************************************************************
 JE1410  DESIGNATION -  F 327
 JE1410  PID         -  JE1410
 JE1410  STATE/COUNTY-  KS/FRANKLIN
 JE1410  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE1410
 JE1410                         *CURRENT SURVEY CONTROL
 JE1410  ___________________________________________________________________
 JE1410* NAD 83(1986)-  38 33 36.     (N)    095 19 15.     (W)     SCALED    
 JE1410* NAVD 88     -       284.185  (meters)     932.36   (feet)  ADJUSTED  
 JE1410  ___________________________________________________________________
 JE1410  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JE1410  DYNAMIC HT  -         283.986 (meters)     931.71  (feet)  COMP
 JE1410  MODELED GRAV-     979,922.8   (mgal)                       NAVD 88
 JE1410
 JE1410  VERT ORDER  -  SECOND    CLASS 0
 JE1410
 JE1410.The horizontal coordinates were scaled from a topographic map and have
 JE1410.an estimated accuracy of +/- 6 seconds.
 JE1410
 JE1410.The orthometric height was determined by differential leveling
 JE1410.and adjusted by the National Geodetic Survey in June 1991..
 JE1410
 JE1410.The geoid height was determined by GEOID03.
 JE1410
 JE1410.The dynamic height is computed by dividing the NAVD 88
 JE1410.geopotential number by the normal gravity value computed on the
 JE1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1410.degrees latitude (g = 980.6199 gals.).
 JE1410
 JE1410.The modeled gravity was interpolated from observed gravity values.
 JE1410
 JE1410;                    North         East    Units  Estimated Accuracy
 JE1410;SPC KS S     -   614,860.      677,040.      MT  (+/- 180 meters Scaled)
 JE1410
 JE1410                          SUPERSEDED SURVEY CONTROL
 JE1410
 JE1410  NGVD 29 (??/??/92)  284.066  (m)          931.97   (f) ADJ UNCH    2 0
 JE1410
 JE1410.Superseded values are not recommended for survey control.
 JE1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1410.See file dsdata.txt to determine how the superseded data were derived.
 JE1410
 JE1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC977705(NAD 83)
 JE1410_MARKER: DB = BENCH MARK DISK
 JE1410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1410_SP_SET: OVERPASS
 JE1410_STAMPING: F 327 1974
 JE1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1410
 JE1410  HISTORY     - Date     Condition        Report By
 JE1410  HISTORY     - 1974     MONUMENTED       NGS
 JE1410
 JE1410                          STATION DESCRIPTION
 JE1410
 JE1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1410'3.2 MI W FROM OTTAWA.
 JE1410'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND US
 JE1410'HIGHWAY 59, WHICH IS ABOUT 2.0 MILES SOUTH OF OTTAWA, GO WEST ALONG
 JE1410'I-35 FOR 3.2 MILES TO THE MARK SET IN THE TOP OF THE WEST END OF SOUTH
 JE1410'HEADWALL OF A BOX CULVERT WHICH IS ALSO USED FOR A CATTLE WALKWAY
 JE1410'UNDER HIGHWAY.  THE MARK IS 0.2 MILE EAST OF A OVERPASS, 42 FEET SOUTH
 JE1410'OF THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY, 0.5 FOOT EAST OF
 JE1410'THE WEST END OF HEADWALL AND IS ABOUT 2.5 FEET BELOW THE LEVEL OF THE
 JE1410'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1341 ***********************************************************************
 JE1341  DESIGNATION -  F 328
 JE1341  PID         -  JE1341
 JE1341  STATE/COUNTY-  KS/JOHNSON
 JE1341  USGS QUAD   -  WELLSVILLE (1973)
 JE1341
 JE1341                         *CURRENT SURVEY CONTROL
 JE1341  ___________________________________________________________________
 JE1341* NAD 83(1986)-  38 44 47.     (N)    095 00 03.     (W)     SCALED    
 JE1341* NAVD 88     -       311.101  (meters)    1020.67   (feet)  ADJUSTED  
 JE1341  ___________________________________________________________________
 JE1341  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JE1341  DYNAMIC HT  -         310.890 (meters)    1019.98  (feet)  COMP
 JE1341  MODELED GRAV-     979,940.4   (mgal)                       NAVD 88
 JE1341
 JE1341  VERT ORDER  -  SECOND    CLASS 0
 JE1341
 JE1341.The horizontal coordinates were scaled from a topographic map and have
 JE1341.an estimated accuracy of +/- 6 seconds.
 JE1341
 JE1341.The orthometric height was determined by differential leveling
 JE1341.and adjusted by the National Geodetic Survey in June 1991..
 JE1341
 JE1341.The geoid height was determined by GEOID03.
 JE1341
 JE1341.The dynamic height is computed by dividing the NAVD 88
 JE1341.geopotential number by the normal gravity value computed on the
 JE1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1341.degrees latitude (g = 980.6199 gals.).
 JE1341
 JE1341.The modeled gravity was interpolated from observed gravity values.
 JE1341
 JE1341;                    North         East    Units  Estimated Accuracy
 JE1341;SPC KS N     -    50,170.      660,680.      MT  (+/- 180 meters Scaled)
 JE1341
 JE1341                          SUPERSEDED SURVEY CONTROL
 JE1341
 JE1341  NGVD 29 (??/??/92)  310.978  (m)         1020.27   (f) ADJ UNCH    2 0
 JE1341
 JE1341.Superseded values are not recommended for survey control.
 JE1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1341.See file dsdata.txt to determine how the superseded data were derived.
 JE1341
 JE1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC261905(NAD 83)
 JE1341_MARKER: DB = BENCH MARK DISK
 JE1341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1341_SP_SET: PIER
 JE1341_STAMPING: F 328 1974
 JE1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1341
 JE1341  HISTORY     - Date     Condition        Report By
 JE1341  HISTORY     - 1974     MONUMENTED       NGS
 JE1341
 JE1341                          STATION DESCRIPTION
 JE1341
 JE1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1341'5.3 MI NE FROM WELLSVILLE.
 JE1341'ABOUT 5.3 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1341'JUNCTION WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE SOUTH OF
 JE1341'WELLSVILLE, 42.0 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST
 JE1341'BOUND LANE OF HIGHWAY, 41.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 JE1341'NORTHEAST BOUND LANE OF HIGHWAY, 3.0 FEET ABOVE THE GROUND AND IN THE
 JE1341'MEDIA STRIP OF HIGHWAY.  SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 JE1341'CENTER PIER OF A OVERPASS AT THE EDGERTON EXIT AND IS ABOUT 2 FEET
 JE1341'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0312 ***********************************************************************
 HH0312  DESIGNATION -  F 33
 HH0312  PID         -  HH0312
 HH0312  STATE/COUNTY-  KS/FINNEY
 HH0312  USGS QUAD   -  DEERFIELD NE (1978)
 HH0312
 HH0312                         *CURRENT SURVEY CONTROL
 HH0312  ___________________________________________________________________
 HH0312* NAD 83(1986)-  37 59 24.     (N)    101 00 43.     (W)     SCALED    
 HH0312* NAVD 88     -       883.273  (meters)    2897.87   (feet)  ADJUSTED  
 HH0312  ___________________________________________________________________
 HH0312  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 HH0312  DYNAMIC HT  -         882.483 (meters)    2895.28  (feet)  COMP
 HH0312  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 HH0312
 HH0312  VERT ORDER  -  FIRST     CLASS II
 HH0312
 HH0312.The horizontal coordinates were scaled from a topographic map and have
 HH0312.an estimated accuracy of +/- 6 seconds.
 HH0312
 HH0312.The orthometric height was determined by differential leveling
 HH0312.and adjusted by the National Geodetic Survey in June 1991..
 HH0312
 HH0312.The geoid height was determined by GEOID03.
 HH0312
 HH0312.The dynamic height is computed by dividing the NAVD 88
 HH0312.geopotential number by the normal gravity value computed on the
 HH0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0312.degrees latitude (g = 980.6199 gals.).
 HH0312
 HH0312.The modeled gravity was interpolated from observed gravity values.
 HH0312
 HH0312;                    North         East    Units  Estimated Accuracy
 HH0312;SPC KS S     -   549,840.      179,380.      MT  (+/- 180 meters Scaled)
 HH0312
 HH0312                          SUPERSEDED SURVEY CONTROL
 HH0312
 HH0312  NGVD 29 (??/??/92)  882.878  (m)         2896.58   (f) ADJ UNCH    1 2
 HH0312
 HH0312.Superseded values are not recommended for survey control.
 HH0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0312.See file dsdata.txt to determine how the superseded data were derived.
 HH0312
 HH0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH233066(NAD 83)
 HH0312_MARKER: DB = BENCH MARK DISK
 HH0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0312_STAMPING: F 33 1934
 HH0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0312+STABILITY: SURFACE MOTION
 HH0312
 HH0312  HISTORY     - Date     Condition        Report By
 HH0312  HISTORY     - 1934     MONUMENTED       CGS
 HH0312  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0312
 HH0312                          STATION DESCRIPTION
 HH0312
 HH0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0312'1.4 MI W FROM HOLCOMB.
 HH0312'ABOUT 1.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0312'RAILWAY FROM HOLCOMB, FINNEY COUNTY, ABOUT 310 YARDS EAST OF
 HH0312'SIGNAL 4101, AT MILEAGE 410.10, 27 FEET WEST OF A COUNTY-ROAD
 HH0312'CROSSING, AND 47 FEET NORTH OF THE CENTER LINE OF THE TRACK.
 HH0312'A STANDARD DISK, STAMPED F 33 1934 AND SET IN THE TOP OF A
 HH0312'CONCRETE POST.
 HH0312
 HH0312                          STATION RECOVERY (1986)
 HH0312
 HH0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0312'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0471 ***********************************************************************
 KF0471  DESIGNATION -  F 331
 KF0471  PID         -  KF0471
 KF0471  STATE/COUNTY-  KS/OTTAWA
 KF0471  USGS QUAD   -  MINNEAPOLIS NORTH (1965)
 KF0471
 KF0471                         *CURRENT SURVEY CONTROL
 KF0471  ___________________________________________________________________
 KF0471* NAD 83(1986)-  39 08 22.     (N)    097 41 12.     (W)     SCALED    
 KF0471* NAVD 88     -       393.007  (meters)    1289.39   (feet)  ADJUSTED  
 KF0471  ___________________________________________________________________
 KF0471  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 KF0471  DYNAMIC HT  -         392.754 (meters)    1288.56  (feet)  COMP
 KF0471  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 KF0471
 KF0471  VERT ORDER  -  SECOND    CLASS 0
 KF0471
 KF0471.The horizontal coordinates were scaled from a topographic map and have
 KF0471.an estimated accuracy of +/- 6 seconds.
 KF0471
 KF0471.The orthometric height was determined by differential leveling
 KF0471.and adjusted by the National Geodetic Survey in June 1991..
 KF0471
 KF0471.The geoid height was determined by GEOID03.
 KF0471
 KF0471.The dynamic height is computed by dividing the NAVD 88
 KF0471.geopotential number by the normal gravity value computed on the
 KF0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0471.degrees latitude (g = 980.6199 gals.).
 KF0471
 KF0471.The modeled gravity was interpolated from observed gravity values.
 KF0471
 KF0471;                    North         East    Units  Estimated Accuracy
 KF0471;SPC KS N     -    89,530.      427,090.      MT  (+/- 180 meters Scaled)
 KF0471
 KF0471                          SUPERSEDED SURVEY CONTROL
 KF0471
 KF0471  NGVD 29 (??/??/92)  392.899  (m)         1289.04   (f) ADJ UNCH    2 0
 KF0471
 KF0471.Superseded values are not recommended for survey control.
 KF0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0471.See file dsdata.txt to determine how the superseded data were derived.
 KF0471
 KF0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ135330(NAD 83)
 KF0471_MARKER: DB = BENCH MARK DISK
 KF0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0471_STAMPING: F 331 1960
 KF0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0471+STABILITY: SURFACE MOTION
 KF0471
 KF0471  HISTORY     - Date     Condition        Report By
 KF0471  HISTORY     - 1960     MONUMENTED       CGS
 KF0471
 KF0471                          STATION DESCRIPTION
 KF0471
 KF0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0471'2 MI NE FROM MINNEAPOLIS.
 KF0471'2 MILES NORTHEAST ALONG THE SANTA FE RAILROAD FROM THE STATION AT
 KF0471'MINNEAPOLIS, TO A ROAD CROSSING, 5 1/2 POLES EAST FROM MILE
 KF0471'POST 22, 150 FEET EAST OF CENTER LINE OF THE ROAD, 43 FEET NORTH
 KF0471'FROM THE NORTH RAIL, 2 FEET SOUTH FROM THE RIGHT OF WAY FENCE,
 KF0471'2.6 FEET NORTHWEST FROM A METAL WITNESS POST WITH SIGN, SET
 KF0471'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT PROJECTING 4-INCHES,
 KF0471'AND 6 FEET LOWER THAN THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0791 ***********************************************************************
 JF0791  DESIGNATION -  F 332
 JF0791  PID         -  JF0791
 JF0791  STATE/COUNTY-  KS/MCPHERSON
 JF0791  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0791
 JF0791                         *CURRENT SURVEY CONTROL
 JF0791  ___________________________________________________________________
 JF0791* NAD 83(1986)-  38 28 42.     (N)    097 39 24.     (W)     SCALED    
 JF0791* NAVD 88     -       454.493  (meters)    1491.12   (feet)  ADJUSTED  
 JF0791  ___________________________________________________________________
 JF0791  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 JF0791  DYNAMIC HT  -         454.168 (meters)    1490.05  (feet)  COMP
 JF0791  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 JF0791
 JF0791  VERT ORDER  -  SECOND    CLASS 0
 JF0791
 JF0791.The horizontal coordinates were scaled from a topographic map and have
 JF0791.an estimated accuracy of +/- 6 seconds.
 JF0791
 JF0791.The orthometric height was determined by differential leveling
 JF0791.and adjusted by the National Geodetic Survey in June 1991..
 JF0791
 JF0791.The geoid height was determined by GEOID03.
 JF0791
 JF0791.The dynamic height is computed by dividing the NAVD 88
 JF0791.geopotential number by the normal gravity value computed on the
 JF0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0791.degrees latitude (g = 980.6199 gals.).
 JF0791
 JF0791.The modeled gravity was interpolated from observed gravity values.
 JF0791
 JF0791;                    North         East    Units  Estimated Accuracy
 JF0791;SPC KS S     -   601,410.      473,590.      MT  (+/- 180 meters Scaled)
 JF0791
 JF0791                          SUPERSEDED SURVEY CONTROL
 JF0791
 JF0791  NGVD 29 (??/??/92)  454.342  (m)         1490.62   (f) ADJ UNCH    2 0
 JF0791
 JF0791.Superseded values are not recommended for survey control.
 JF0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0791.See file dsdata.txt to determine how the superseded data were derived.
 JF0791
 JF0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH171597(NAD 83)
 JF0791_MARKER: Z = SEE DESCRIPTION
 JF0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0791_STAMPING: F 332 1961
 JF0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0791+STABILITY: SURFACE MOTION
 JF0791
 JF0791  HISTORY     - Date     Condition        Report By
 JF0791  HISTORY     - 1961     MONUMENTED       CGS
 JF0791  HISTORY     - 1965     GOOD             USGS
 JF0791  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0791
 JF0791                          STATION DESCRIPTION
 JF0791
 JF0791'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JF0791'7 MI SE FROM LINDSBORG.
 JF0791'6.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0791'STATION AT LINDSBORG TO A ROAD CROSSING, THENCE EAST 1 MILE,
 JF0791'0.5 MILE AFTER CROSSING U.S. HIGHWAY 81, 183 FT. EAST OF 1/4 COR.
 JF0791'FENCE LINE.  53 FT. SOUTH FROM THE CENTER OF THE ROAD, 1.5 FT.
 JF0791'SOUTH FROM A METAL WITNESS POST WITH SIGN, 1 FT. NORTH FROM A
 JF0791'FENCE, SET IN A 10-INCH SQUARE TOPPED CONCRETE MONUMENT PROJECTING
 JF0791'4 IN. ABOVE THE GROUND.  STAMPED F 332 1961.
 JF0791
 JF0791                          STATION RECOVERY (1986)
 JF0791
 JF0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0333 ***********************************************************************
 HF0333  DESIGNATION -  F 334
 HF0333  PID         -  HF0333
 HF0333  STATE/COUNTY-  KS/BUTLER
 HF0333  USGS QUAD   -  EL DORADO NW (1961)
 HF0333
 HF0333                         *CURRENT SURVEY CONTROL
 HF0333  ___________________________________________________________________
 HF0333* NAD 83(1986)-  37 59 03.     (N)    096 56 11.     (W)     SCALED    
 HF0333* NAVD 88     -       439.395  (meters)    1441.58   (feet)  ADJUSTED  
 HF0333  ___________________________________________________________________
 HF0333  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HF0333  DYNAMIC HT  -         439.057 (meters)    1440.47  (feet)  COMP
 HF0333  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 HF0333
 HF0333  VERT ORDER  -  SECOND    CLASS 0
 HF0333
 HF0333.The horizontal coordinates were scaled from a topographic map and have
 HF0333.an estimated accuracy of +/- 6 seconds.
 HF0333
 HF0333.The orthometric height was determined by differential leveling
 HF0333.and adjusted by the National Geodetic Survey in June 1991..
 HF0333
 HF0333.The geoid height was determined by GEOID03.
 HF0333
 HF0333.The dynamic height is computed by dividing the NAVD 88
 HF0333.geopotential number by the normal gravity value computed on the
 HF0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0333.degrees latitude (g = 980.6199 gals.).
 HF0333
 HF0333.The modeled gravity was interpolated from observed gravity values.
 HF0333
 HF0333;                    North         East    Units  Estimated Accuracy
 HF0333;SPC KS S     -   547,370.      537,350.      MT  (+/- 180 meters Scaled)
 HF0333
 HF0333                          SUPERSEDED SURVEY CONTROL
 HF0333
 HF0333  NGVD 29 (??/??/92)  439.254  (m)         1441.12   (f) ADJ UNCH    2 0
 HF0333
 HF0333.Superseded values are not recommended for survey control.
 HF0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0333.See file dsdata.txt to determine how the superseded data were derived.
 HF0333
 HF0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH812060(NAD 83)
 HF0333_MARKER: DB = BENCH MARK DISK
 HF0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0333_SP_SET: CULVERT
 HF0333_STAMPING: F 334 1962
 HF0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0333
 HF0333  HISTORY     - Date     Condition        Report By
 HF0333  HISTORY     - 1962     MONUMENTED       CGS
 HF0333  HISTORY     - 20060613 GOOD             INDIV
 HF0333  HISTORY     - 20060613 GOOD             INDIV
 HF0333
 HF0333                          STATION DESCRIPTION
 HF0333
 HF0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0333'4.7 MI W FROM DE GRAFF.
 HF0333'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0333'DE GRAFF, THENCE 4.4 MILES WEST ALONG A BLACKTOP ROAD, 21.6
 HF0333'FEET NORTH OF A FENCE LINE, 16 1/2 FEET SOUTH OF THE CENTER
 HF0333'OF ROAD, SET IN THE TOP OF THE CENTER OF THE SOUTH HEADWALL OF
 HF0333'THE MOST EASTERLY OF TWO CONCRETE CULVERTS, SECTION 12, TOWNSHIP
 HF0333'24 SOUTH, RANGE 4 EAST.
 HF0333
 HF0333                          STATION RECOVERY (2006)
 HF0333
 HF0333'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HF0333'RECOVERED IN GOOD CONDITION.
 HF0333
 HF0333                          STATION RECOVERY (2006)
 HF0333
 HF0333'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0333'SCHOOLHOUSE IN DEGRAFF NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0398 ***********************************************************************
 HF0398  DESIGNATION -  F 335
 HF0398  PID         -  HF0398
 HF0398  STATE/COUNTY-  KS/BUTLER
 HF0398  USGS QUAD   -  AUGUSTA SE (1979)
 HF0398
 HF0398                         *CURRENT SURVEY CONTROL
 HF0398  ___________________________________________________________________
 HF0398* NAD 83(1986)-  37 31 11.     (N)    096 51 42.     (W)     SCALED    
 HF0398* NAVD 88     -       405.100  (meters)    1329.07   (feet)  ADJUSTED  
 HF0398  ___________________________________________________________________
 HF0398  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0398  DYNAMIC HT  -         404.773 (meters)    1327.99  (feet)  COMP
 HF0398  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 HF0398
 HF0398  VERT ORDER  -  SECOND    CLASS 0
 HF0398
 HF0398.The horizontal coordinates were scaled from a topographic map and have
 HF0398.an estimated accuracy of +/- 6 seconds.
 HF0398
 HF0398.The orthometric height was determined by differential leveling
 HF0398.and adjusted by the National Geodetic Survey in June 1991..
 HF0398
 HF0398.The geoid height was determined by GEOID03.
 HF0398
 HF0398.The dynamic height is computed by dividing the NAVD 88
 HF0398.geopotential number by the normal gravity value computed on the
 HF0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0398.degrees latitude (g = 980.6199 gals.).
 HF0398
 HF0398.The modeled gravity was interpolated from observed gravity values.
 HF0398
 HF0398;                    North         East    Units  Estimated Accuracy
 HF0398;SPC KS S     -   495,950.      544,820.      MT  (+/- 180 meters Scaled)
 HF0398
 HF0398                          SUPERSEDED SURVEY CONTROL
 HF0398
 HF0398  NGVD 29 (??/??/92)  404.951  (m)         1328.58   (f) ADJ UNCH    2 0
 HF0398
 HF0398.Superseded values are not recommended for survey control.
 HF0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0398.See file dsdata.txt to determine how the superseded data were derived.
 HF0398
 HF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG889546(NAD 83)
 HF0398_MARKER: DB = BENCH MARK DISK
 HF0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0398_SP_SET: CULVERT ABUTMENT
 HF0398_STAMPING: F 335 1962
 HF0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0398
 HF0398  HISTORY     - Date     Condition        Report By
 HF0398  HISTORY     - 1962     MONUMENTED       CGS
 HF0398  HISTORY     - 20060724 GOOD             INDIV
 HF0398
 HF0398                          STATION DESCRIPTION
 HF0398
 HF0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0398'8.2 MI E FROM DOUGLASS.
 HF0398'0.2 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0398'FROM THE STATION AT DOUGLASS, THENCE 8.0 MILES EAST ALONG A
 HF0398'BLACKTOP ROAD, SET IN THE TOP OF THE WEST END OF THE NORTH
 HF0398'CONCRETE ABUTMENT OF A LARGE CULVERT, 184 FEET EAST OF THE CENTER
 HF0398'OF ROAD INTERSECTION, 13 FEET NORTH OF THE CENTER OF BLACKTOP
 HF0398'ROAD, AND ABOUT 0.5 FEET ABOVE THE SURFACE OF THE ROAD.
 HF0398
 HF0398                          STATION RECOVERY (2006)
 HF0398
 HF0398'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0611 ***********************************************************************
 HF0611  DESIGNATION -  F 336
 HF0611  PID         -  HF0611
 HF0611  STATE/COUNTY-  KS/COWLEY
 HF0611  USGS QUAD   -  HACKNEY (1979)
 HF0611
 HF0611                         *CURRENT SURVEY CONTROL
 HF0611  ___________________________________________________________________
 HF0611* NAD 83(1986)-  37 14 42.     (N)    097 05 44.     (W)     SCALED    
 HF0611* NAVD 88     -       359.337  (meters)    1178.92   (feet)  ADJUSTED  
 HF0611  ___________________________________________________________________
 HF0611  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 HF0611  DYNAMIC HT  -         359.043 (meters)    1177.96  (feet)  COMP
 HF0611  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 HF0611
 HF0611  VERT ORDER  -  SECOND    CLASS 0
 HF0611
 HF0611.The horizontal coordinates were scaled from a topographic map and have
 HF0611.an estimated accuracy of +/- 6 seconds.
 HF0611
 HF0611.The orthometric height was determined by differential leveling
 HF0611.and adjusted by the National Geodetic Survey in June 1991..
 HF0611
 HF0611.The geoid height was determined by GEOID03.
 HF0611
 HF0611.The dynamic height is computed by dividing the NAVD 88
 HF0611.geopotential number by the normal gravity value computed on the
 HF0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0611.degrees latitude (g = 980.6199 gals.).
 HF0611
 HF0611.The modeled gravity was interpolated from observed gravity values.
 HF0611
 HF0611;                    North         East    Units  Estimated Accuracy
 HF0611;SPC KS S     -   465,130.      524,610.      MT  (+/- 180 meters Scaled)
 HF0611
 HF0611                          SUPERSEDED SURVEY CONTROL
 HF0611
 HF0611  NGVD 29 (??/??/92)  359.222  (m)         1178.55   (f) ADJ UNCH    2 0
 HF0611
 HF0611.Superseded values are not recommended for survey control.
 HF0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0611.See file dsdata.txt to determine how the superseded data were derived.
 HF0611
 HF0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG689237(NAD 83)
 HF0611_MARKER: DB = BENCH MARK DISK
 HF0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0611_SP_SET: BRIDGE
 HF0611_STAMPING: F 336 1962
 HF0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0611
 HF0611  HISTORY     - Date     Condition        Report By
 HF0611  HISTORY     - 1962     MONUMENTED       CGS
 HF0611
 HF0611                          STATION DESCRIPTION
 HF0611
 HF0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0611'5.7 MI W FROM WINFIELD.
 HF0611'0.6 MILES SOUTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO
 HF0611'RAILROAD FROM THE STATION AT WINFIELD, THENCE 5.1 MILE WEST
 HF0611'ALONG U.S. HIGHWAY 160 TO THE INTERSECTION OF A NORTH AND SOUTH
 HF0611'GRAVEL ROAD, 64.9 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION,
 HF0611'51.3 FEET NORTHEAST OF A POWER POLE, 17.4 FEET SOUTH OF THE
 HF0611'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF
 HF0611'THE EAST HEADWALL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0690 ***********************************************************************
 HF0690  DESIGNATION -  F 337
 HF0690  PID         -  HF0690
 HF0690  STATE/COUNTY-  KS/COWLEY
 HF0690  USGS QUAD   -  UDALL (1983)
 HF0690
 HF0690                         *CURRENT SURVEY CONTROL
 HF0690  ___________________________________________________________________
 HF0690* NAD 83(1986)-  37 23 25.     (N)    097 00 53.     (W)     SCALED    
 HF0690* NAVD 88     -       352.997  (meters)    1158.12   (feet)  ADJUSTED  
 HF0690  ___________________________________________________________________
 HF0690  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0690  DYNAMIC HT  -         352.713 (meters)    1157.19  (feet)  COMP
 HF0690  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 HF0690
 HF0690  VERT ORDER  -  SECOND    CLASS 0
 HF0690
 HF0690.The horizontal coordinates were scaled from a topographic map and have
 HF0690.an estimated accuracy of +/- 6 seconds.
 HF0690
 HF0690.The orthometric height was determined by differential leveling
 HF0690.and adjusted by the National Geodetic Survey in June 1991..
 HF0690
 HF0690.The geoid height was determined by GEOID03.
 HF0690
 HF0690.The dynamic height is computed by dividing the NAVD 88
 HF0690.geopotential number by the normal gravity value computed on the
 HF0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0690.degrees latitude (g = 980.6199 gals.).
 HF0690
 HF0690.The modeled gravity was interpolated from observed gravity values.
 HF0690
 HF0690;                    North         East    Units  Estimated Accuracy
 HF0690;SPC KS S     -   481,360.      531,520.      MT  (+/- 180 meters Scaled)
 HF0690
 HF0690                          SUPERSEDED SURVEY CONTROL
 HF0690
 HF0690  NGVD 29 (??/??/92)  352.868  (m)         1157.70   (f) ADJ UNCH    2 0
 HF0690
 HF0690.Superseded values are not recommended for survey control.
 HF0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0690.See file dsdata.txt to determine how the superseded data were derived.
 HF0690
 HF0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG757400(NAD 83)
 HF0690_MARKER: DB = BENCH MARK DISK
 HF0690_SETTING: 0 = UNSPECIFIED SETTING
 HF0690_STAMPING: F 337 1962
 HF0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0690
 HF0690  HISTORY     - Date     Condition        Report By
 HF0690  HISTORY     - 1962     MONUMENTED       CGS
 HF0690  HISTORY     - 1974     GOOD             KSHC
 HF0690  HISTORY     - 1982     GOOD             KSDT
 HF0690  HISTORY     - 1982     GOOD             KSDT
 HF0690
 HF0690                          STATION DESCRIPTION
 HF0690
 HF0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0690'3.4 MI S FROM ROCK.
 HF0690'3.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0690'RAILROAD FROM THE STATION AT ROCK, AT MILE POST 206, AT THE
 HF0690'CROSSING OF STATE HIGHWAY 15, 42.4 FEET NORTH OF THE CENTERLINE
 HF0690'OF STATE HIGHWAY 15, 41.6 FEET EAST OF THE EAST RAIL, 4.0 FEET
 HF0690'NORTHWEST OF A METAL WITNESS POST, 3.5 FEET NORTH OF A TELEPHONE
 HF0690'POLE, PROJECTS 0.2 FEET ABOVE THE GROUND, AND ABOUT 4.0 FEET
 HF0690'BELOW THE LEVEL OF THE TRACKS.
 HF0690
 HF0690                          STATION RECOVERY (1974)
 HF0690
 HF0690'RECOVERY NOTE BY KS HIGHWAY COMM 1974
 HF0690'RECOVERED IN GOOD CONDITION.
 HF0690
 HF0690                          STATION RECOVERY (1982)
 HF0690
 HF0690'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 HF0690'RECOVERED IN GOOD CONDITION.
 HF0690
 HF0690                          STATION RECOVERY (1982)
 HF0690
 HF0690'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 HF0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1112 ***********************************************************************
 JF1112  DESIGNATION -  F 338
 JF1112  PID         -  JF1112
 JF1112  STATE/COUNTY-  KS/SALINE
 JF1112  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1112
 JF1112                         *CURRENT SURVEY CONTROL
 JF1112  ___________________________________________________________________
 JF1112* NAD 83(1986)-  38 52 34.     (N)    097 36 45.     (W)     SCALED    
 JF1112* NAVD 88     -       378.721  (meters)    1242.52   (feet)  ADJUSTED  
 JF1112  ___________________________________________________________________
 JF1112  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 JF1112  DYNAMIC HT  -         378.469 (meters)    1241.69  (feet)  COMP
 JF1112  MODELED GRAV-     979,950.5   (mgal)                       NAVD 88
 JF1112
 JF1112  VERT ORDER  -  SECOND    CLASS 0
 JF1112
 JF1112.The horizontal coordinates were scaled from a topographic map and have
 JF1112.an estimated accuracy of +/- 6 seconds.
 JF1112
 JF1112.The orthometric height was determined by differential leveling
 JF1112.and adjusted by the National Geodetic Survey in June 1991..
 JF1112
 JF1112.The geoid height was determined by GEOID03.
 JF1112
 JF1112.The dynamic height is computed by dividing the NAVD 88
 JF1112.geopotential number by the normal gravity value computed on the
 JF1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1112.degrees latitude (g = 980.6199 gals.).
 JF1112
 JF1112.The modeled gravity was interpolated from observed gravity values.
 JF1112
 JF1112;                    North         East    Units  Estimated Accuracy
 JF1112;SPC KS N     -    60,330.      433,630.      MT  (+/- 180 meters Scaled)
 JF1112
 JF1112                          SUPERSEDED SURVEY CONTROL
 JF1112
 JF1112  NGVD 29 (??/??/92)  378.627  (m)         1242.21   (f) ADJ UNCH    2 0
 JF1112
 JF1112.Superseded values are not recommended for survey control.
 JF1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1112.See file dsdata.txt to determine how the superseded data were derived.
 JF1112
 JF1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ203039(NAD 83)
 JF1112_MARKER: DB = BENCH MARK DISK
 JF1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1112_SP_SET: GUARDRAIL BASE
 JF1112_STAMPING: F 338 1970
 JF1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1112
 JF1112  HISTORY     - Date     Condition        Report By
 JF1112  HISTORY     - 1970     MONUMENTED       NGS
 JF1112  HISTORY     - 1979     GOOD             NGS
 JF1112
 JF1112                          STATION DESCRIPTION
 JF1112
 JF1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1112'AT SALINA.
 JF1112'AT SALINA, ALONG INTERSTATE HIGHWAY 70, AT INTERSTATE HIGHWAY
 JF1112'70 OVERPASS OVER U.S. HIGHWAY 81 (BRIDGE NUMBER 17-11), SET IN
 JF1112'TOP OF THE WEST END OF THE SOUTH CONCRETE GUARDRAIL BASE FOR THE
 JF1112'WESTBOUND LANE OF THE HIGHWAY, 16 FEET SOUTH OF THE CENTER
 JF1112'LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 JF1112'HIGHWAY.  SECTION 35, T 13 S, R 3 W.
 JF1112
 JF1112                          STATION RECOVERY (1979)
 JF1112
 JF1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JF1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1667 ***********************************************************************
 JF1667  DESIGNATION -  F 338 RESET
 JF1667  PID         -  JF1667
 JF1667  STATE/COUNTY-  KS/SALINE
 JF1667  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1667
 JF1667                         *CURRENT SURVEY CONTROL
 JF1667  ___________________________________________________________________
 JF1667* NAD 83(1986)-  38 52 34.     (N)    097 36 45.     (W)     SCALED    
 JF1667* NAVD 88     -       379.33   (meters)    1244.5    (feet)  RESET     
 JF1667  ___________________________________________________________________
 JF1667  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 JF1667
 JF1667  VERT ORDER  -  THIRD
 JF1667
 JF1667.The horizontal coordinates were scaled from a topographic map and have
 JF1667.an estimated accuracy of +/- 6 seconds.
 JF1667
 JF1667.The orthometric height was computed from unverified reset data.
 JF1667
 JF1667.The geoid height was determined by GEOID03.
 JF1667
 JF1667;                    North         East    Units  Estimated Accuracy
 JF1667;SPC KS N     -    60,330.      433,630.      MT  (+/- 180 meters Scaled)
 JF1667
 JF1667                          SUPERSEDED SURVEY CONTROL
 JF1667
 JF1667  NGVD 29 (03/09/04)  379.24   (m)         1244.2    (f) RESET       3  
 JF1667
 JF1667.Superseded values are not recommended for survey control.
 JF1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1667.See file dsdata.txt to determine how the superseded data were derived.
 JF1667
 JF1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ203039(NAD 83)
 JF1667_MARKER: DV = VERTICAL CONTROL DISK
 JF1667_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JF1667_SP_SET: HANDRAIL
 JF1667_STAMPING: F 338 RESET 1979
 JF1667_MARK LOGO: NGS   
 JF1667_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1667+STABILITY: SURFACE MOTION
 JF1667
 JF1667  HISTORY     - Date     Condition        Report By
 JF1667  HISTORY     - 1979     MONUMENTED       NGS
 JF1667
 JF1667                          STATION DESCRIPTION
 JF1667
 JF1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JF1667'ALONG THE WEST BOUND INTERSTATE HIGHWAY 70 AT THE INTERSTATE HIGHWAY
 JF1667'70 OVERPASS (BRIDGE NO. 17.11) OVER US HIGHWAY 81, MARK SET IN THE
 JF1667'WEST END OF THE NORTH PART OF BRIDGE OF THE WEST BOUND LANE OF THE
 JF1667'HIGHWAY, 26 FEET (7.9 M) NORTH OF THE CENTERLINE OF WEST BOUND LANE
 JF1667'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1154 ***********************************************************************
 JF1154  DESIGNATION -  F 339
 JF1154  PID         -  JF1154
 JF1154  STATE/COUNTY-  KS/SALINE
 JF1154  USGS QUAD   -  ASSARIA (1978)
 JF1154
 JF1154                         *CURRENT SURVEY CONTROL
 JF1154  ___________________________________________________________________
 JF1154* NAD 83(1986)-  38 41 46.     (N)    097 37 10.     (W)     SCALED    
 JF1154* NAVD 88     -       389.631  (meters)    1278.31   (feet)  ADJUSTED  
 JF1154  ___________________________________________________________________
 JF1154  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 JF1154  DYNAMIC HT  -         389.362 (meters)    1277.43  (feet)  COMP
 JF1154  MODELED GRAV-     979,927.0   (mgal)                       NAVD 88
 JF1154
 JF1154  VERT ORDER  -  FIRST     CLASS II
 JF1154
 JF1154.The horizontal coordinates were scaled from a topographic map and have
 JF1154.an estimated accuracy of +/- 6 seconds.
 JF1154
 JF1154.The orthometric height was determined by differential leveling
 JF1154.and adjusted by the National Geodetic Survey in June 1991..
 JF1154.WARNING-Repeat measurements at this control monument indicate possible
 JF1154.vertical movement.
 JF1154
 JF1154.The geoid height was determined by GEOID03.
 JF1154
 JF1154.The dynamic height is computed by dividing the NAVD 88
 JF1154.geopotential number by the normal gravity value computed on the
 JF1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1154.degrees latitude (g = 980.6199 gals.).
 JF1154
 JF1154.The modeled gravity was interpolated from observed gravity values.
 JF1154
 JF1154;                    North         East    Units  Estimated Accuracy
 JF1154;SPC KS N     -    40,340.      433,110.      MT  (+/- 180 meters Scaled)
 JF1154
 JF1154                          SUPERSEDED SURVEY CONTROL
 JF1154
 JF1154  NGVD 29 (??/??/92)  389.473  (m)         1277.80   (f) ADJ UNCH    1 2
 JF1154
 JF1154.Superseded values are not recommended for survey control.
 JF1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1154.See file dsdata.txt to determine how the superseded data were derived.
 JF1154
 JF1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH200839(NAD 83)
 JF1154_MARKER: DB = BENCH MARK DISK
 JF1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1154_SP_SET: CONCRETE POST
 JF1154_STAMPING: F 339 1970
 JF1154_MARK LOGO: CGS   
 JF1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1154+STABILITY: SURFACE MOTION
 JF1154
 JF1154  HISTORY     - Date     Condition        Report By
 JF1154  HISTORY     - 1970     MONUMENTED       NGS
 JF1154  HISTORY     - 1986     GOOD             NGS
 JF1154
 JF1154                          STATION DESCRIPTION
 JF1154
 JF1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1154'10.3 MI S FROM SALINA.
 JF1154'ABOUT 10.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1154'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, 1.0
 JF1154'MILE NORTH OF THE HIGHWAY OVERPASS AT THE ASSARIA EXIT, 106 FEET
 JF1154'EAST OF THE CENTER LINE OF THE EAST TRAFFIC LANES OF THE HIGHWAY,
 JF1154'92 1/2 FEET NORTHEAST OF THE EAST END OF AN 18-INCH CORRUGATED
 JF1154'METAL CULVERT UNDER THE EAST TRAFFIC LANES OF THE HIGHWAY, 27
 JF1154'FEET SOUTH OF A POWER POLE, 6 FEET SOUTHWEST OF A HIGHWAY
 JF1154'RIGHT-OF-WAY MARKER POST, 1 FOOT WEST OF A FENCE, 1.6 FEET NORTH
 JF1154'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE
 JF1154'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JF1154'FOOT.  SECTION 2, T 16 S, R 3 W.
 JF1154
 JF1154                          STATION RECOVERY (1986)
 JF1154
 JF1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0042 ***********************************************************************
 HH0042  DESIGNATION -  F 34
 HH0042  PID         -  HH0042
 HH0042  STATE/COUNTY-  KS/GRAY
 HH0042  USGS QUAD   -  DODGE CITY SW (1984)
 HH0042
 HH0042                         *CURRENT SURVEY CONTROL
 HH0042  ___________________________________________________________________
 HH0042* NAD 83(1986)-  37 47 34.     (N)    100 13 25.     (W)     SCALED    
 HH0042* NAVD 88     -       781.462  (meters)    2563.85   (feet)  ADJUSTED  
 HH0042  ___________________________________________________________________
 HH0042  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HH0042  DYNAMIC HT  -         780.786 (meters)    2561.63  (feet)  COMP
 HH0042  MODELED GRAV-     979,738.8   (mgal)                       NAVD 88
 HH0042
 HH0042  VERT ORDER  -  FIRST     CLASS II
 HH0042
 HH0042.The horizontal coordinates were scaled from a topographic map and have
 HH0042.an estimated accuracy of +/- 6 seconds.
 HH0042
 HH0042.The orthometric height was determined by differential leveling
 HH0042.and adjusted by the National Geodetic Survey in June 1991..
 HH0042
 HH0042.The geoid height was determined by GEOID03.
 HH0042
 HH0042.The dynamic height is computed by dividing the NAVD 88
 HH0042.geopotential number by the normal gravity value computed on the
 HH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0042.degrees latitude (g = 980.6199 gals.).
 HH0042
 HH0042.The modeled gravity was interpolated from observed gravity values.
 HH0042
 HH0042;                    North         East    Units  Estimated Accuracy
 HH0042;SPC KS S     -   526,380.      248,200.      MT  (+/- 180 meters Scaled)
 HH0042
 HH0042                          SUPERSEDED SURVEY CONTROL
 HH0042
 HH0042  NGVD 29 (??/??/92)  781.111  (m)         2562.70   (f) ADJ UNCH    1 2
 HH0042
 HH0042.Superseded values are not recommended for survey control.
 HH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0042.See file dsdata.txt to determine how the superseded data were derived.
 HH0042
 HH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG922835(NAD 83)
 HH0042_MARKER: DB = BENCH MARK DISK
 HH0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0042_SP_SET: CONCRETE POST
 HH0042_STAMPING: F 34 1934
 HH0042_MARK LOGO: CGS   
 HH0042_PROJECTION: PROJECTING 3 CENTIMETERS
 HH0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0042+STABILITY: SURFACE MOTION
 HH0042
 HH0042  HISTORY     - Date     Condition        Report By
 HH0042  HISTORY     - 1934     MONUMENTED       CGS
 HH0042  HISTORY     - 1986     GOOD             NGS
 HH0042
 HH0042                          STATION DESCRIPTION
 HH0042
 HH0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0042'7 MI E FROM CIMARRON.
 HH0042'ABOUT 7.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0042'RAILWAY FROM THE STATION AT CIMARRON, GRAY COUNTY, ABOUT 110
 HH0042'YARDS EAST OF SIGNAL 364-1, AT A ROAD CROSSING, 42 FEET SOUTH OF
 HH0042'THE CENTER LINE OF THE MAIN TRACK, AND 10 FEET WEST OF THE MIDDLE
 HH0042'OF A GATE.  A STANDARD DISK, STAMPED F 34 1934 AND SET IN THE TOP
 HH0042'OF A CONCRETE POST.
 HH0042
 HH0042                          STATION RECOVERY (1986)
 HH0042
 HH0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0042'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.21 KM (7.0
 HH0042'MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE HIGHWAY 23 AT
 HH0042'CIMARRON, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT ROAD
 HH0042'LEADING SOUTH ACROSS THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 53.6
 HH0042'METERS (176 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.8 METERS (45.5 FT)
 HH0042'SOUTH OF THE SOUTH RAIL AND 0.6 METER (2 FT) EAST OF THE WEST END OF A
 HH0042'STEEL GATE.
 HH0042'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 HH0042'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0928 ***********************************************************************
 JF0928  DESIGNATION -  F 340
 JF0928  PID         -  JF0928
 JF0928  STATE/COUNTY-  KS/MCPHERSON
 JF0928  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0928
 JF0928                         *CURRENT SURVEY CONTROL
 JF0928  ___________________________________________________________________
 JF0928* NAD 83(1986)-  38 26 57.     (N)    097 40 00.     (W)     SCALED    
 JF0928* NAVD 88     -       457.991  (meters)    1502.59   (feet)  ADJUSTED  
 JF0928  ___________________________________________________________________
 JF0928  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 JF0928  DYNAMIC HT  -         457.663 (meters)    1501.52  (feet)  COMP
 JF0928  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 JF0928
 JF0928  VERT ORDER  -  FIRST     CLASS II
 JF0928
 JF0928.The horizontal coordinates were scaled from a topographic map and have
 JF0928.an estimated accuracy of +/- 6 seconds.
 JF0928
 JF0928.The orthometric height was determined by differential leveling
 JF0928.and adjusted by the National Geodetic Survey in June 1991..
 JF0928
 JF0928.The geoid height was determined by GEOID03.
 JF0928
 JF0928.The dynamic height is computed by dividing the NAVD 88
 JF0928.geopotential number by the normal gravity value computed on the
 JF0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0928.degrees latitude (g = 980.6199 gals.).
 JF0928
 JF0928.The modeled gravity was interpolated from observed gravity values.
 JF0928
 JF0928;                    North         East    Units  Estimated Accuracy
 JF0928;SPC KS S     -   598,160.      472,740.      MT  (+/- 180 meters Scaled)
 JF0928
 JF0928                          SUPERSEDED SURVEY CONTROL
 JF0928
 JF0928  NGVD 29 (??/??/92)  457.829  (m)         1502.06   (f) ADJ UNCH    1 2
 JF0928
 JF0928.Superseded values are not recommended for survey control.
 JF0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0928.See file dsdata.txt to determine how the superseded data were derived.
 JF0928
 JF0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH163564(NAD 83)
 JF0928_MARKER: DB = BENCH MARK DISK
 JF0928_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0928_SP_SET: HEADWALL
 JF0928_STAMPING: F 340 1970
 JF0928_MARK LOGO: CGS   
 JF0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0928+STABILITY: SURFACE MOTION
 JF0928
 JF0928  HISTORY     - Date     Condition        Report By
 JF0928  HISTORY     - 1970     MONUMENTED       NGS
 JF0928  HISTORY     - 1986     GOOD             NGS
 JF0928
 JF0928                          STATION DESCRIPTION
 JF0928
 JF0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0928'7.5 MI NW FROM MC PHERSON.
 JF0928'ABOUT 5.0 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0928'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, THENCE 2.5
 JF0928'MILES WEST ALONG NEW GOTTLAND ROAD, WHICH IS COUNTY ROAD 448, OR
 JF0928'ABOUT 5.7 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0928'STATION AT MC PHERSON, THENCE 0.4 MILE EAST ALONG NEW GOTTLAND
 JF0928'ROAD, IN THE NORTHEAST CORNER OF THE INTERSECTION OF NEW GOTTLAND
 JF0928'ROAD AND STATE HIGHWAY 4, SET IN THE TOP OF SOUTH END OF THE EAST
 JF0928'CONCRETE HEADWALL OF AN 18-FOOT CONCRETE BOX CULVERT UNDER
 JF0928'STATE HIGHWAY 4, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JF0928'48 FEET NORTH OF THE CENTER LINE OF GOTTLAND ROAD, 1.1 FEET NORTH
 JF0928'OF THE SOUTH END OF THE HEADWALL, AND ABOUT LEVEL WITH THE
 JF0928'HIGHWAY.  SECTION 28, T 18 S, R 3 W.
 JF0928
 JF0928                          STATION RECOVERY (1986)
 JF0928
 JF0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0620 ***********************************************************************
 JF0620  DESIGNATION -  F 341
 JF0620  PID         -  JF0620
 JF0620  STATE/COUNTY-  KS/DICKINSON
 JF0620  USGS QUAD   -  ABILENE (1979)
 JF0620
 JF0620                         *CURRENT SURVEY CONTROL
 JF0620  ___________________________________________________________________
 JF0620* NAD 83(1986)-  38 56 25.     (N)    097 12 46.     (W)     SCALED    
 JF0620* NAVD 88     -       379.471  (meters)    1244.98   (feet)  ADJUSTED  
 JF0620  ___________________________________________________________________
 JF0620  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 JF0620  DYNAMIC HT  -         379.212 (meters)    1244.13  (feet)  COMP
 JF0620  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 JF0620
 JF0620  VERT ORDER  -  SECOND    CLASS 0
 JF0620
 JF0620.The horizontal coordinates were scaled from a topographic map and have
 JF0620.an estimated accuracy of +/- 6 seconds.
 JF0620
 JF0620.The orthometric height was determined by differential leveling
 JF0620.and adjusted by the National Geodetic Survey in June 1991..
 JF0620
 JF0620.The geoid height was determined by GEOID03.
 JF0620
 JF0620.The dynamic height is computed by dividing the NAVD 88
 JF0620.geopotential number by the normal gravity value computed on the
 JF0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0620.degrees latitude (g = 980.6199 gals.).
 JF0620
 JF0620.The modeled gravity was interpolated from observed gravity values.
 JF0620
 JF0620;                    North         East    Units  Estimated Accuracy
 JF0620;SPC KS N     -    67,670.      468,250.      MT  (+/- 180 meters Scaled)
 JF0620
 JF0620                          SUPERSEDED SURVEY CONTROL
 JF0620
 JF0620  NGVD 29 (??/??/92)  379.367  (m)         1244.64   (f) ADJ UNCH    2 0
 JF0620
 JF0620.Superseded values are not recommended for survey control.
 JF0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0620.See file dsdata.txt to determine how the superseded data were derived.
 JF0620
 JF0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ548116(NAD 83)
 JF0620_MARKER: DB = BENCH MARK DISK
 JF0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0620_SP_SET: GUARDRAIL FOUNDATION
 JF0620_STAMPING: F 341 1970
 JF0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0620
 JF0620  HISTORY     - Date     Condition        Report By
 JF0620  HISTORY     - 1970     MONUMENTED       NGS
 JF0620
 JF0620                          STATION DESCRIPTION
 JF0620
 JF0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0620'AT ABILENE.
 JF0620'AT ABILENE, 16 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES
 JF0620'OF INTERSTATE HIGHWAY 70, SET IN THE TOP OF THE EAST END OF THE
 JF0620'SOUTH CONCRETE GUARDRAIL FOUNDATION ON THE HIGHWAY OVERPASS FOR
 JF0620'STATE HIGHWAY 15, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JF0620'HIGHWAY.  SECTION 9, T 13 S, R 2 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0252 ***********************************************************************
 KF0252  DESIGNATION -  F 342
 KF0252  PID         -  KF0252
 KF0252  STATE/COUNTY-  KS/GEARY
 KF0252  USGS QUAD   -  JUNCTION CITY (1982)
 KF0252
 KF0252                         *CURRENT SURVEY CONTROL
 KF0252  ___________________________________________________________________
 KF0252* NAD 83(1986)-  39 02 12.     (N)    096 46 10.     (W)     SCALED    
 KF0252* NAVD 88     -       335.122  (meters)    1099.48   (feet)  ADJUSTED  
 KF0252  ___________________________________________________________________
 KF0252  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 KF0252  DYNAMIC HT  -         334.893 (meters)    1098.73  (feet)  COMP
 KF0252  MODELED GRAV-     979,935.4   (mgal)                       NAVD 88
 KF0252
 KF0252  VERT ORDER  -  SECOND    CLASS 0
 KF0252
 KF0252.The horizontal coordinates were scaled from a topographic map and have
 KF0252.an estimated accuracy of +/- 6 seconds.
 KF0252
 KF0252.The orthometric height was determined by differential leveling
 KF0252.and adjusted by the National Geodetic Survey in June 1991..
 KF0252
 KF0252.The geoid height was determined by GEOID03.
 KF0252
 KF0252.The dynamic height is computed by dividing the NAVD 88
 KF0252.geopotential number by the normal gravity value computed on the
 KF0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0252.degrees latitude (g = 980.6199 gals.).
 KF0252
 KF0252.The modeled gravity was interpolated from observed gravity values.
 KF0252
 KF0252;                    North         East    Units  Estimated Accuracy
 KF0252;SPC KS N     -    78,800.      506,540.      MT  (+/- 180 meters Scaled)
 KF0252
 KF0252                          SUPERSEDED SURVEY CONTROL
 KF0252
 KF0252  NGVD 29 (??/??/92)  335.007  (m)         1099.10   (f) ADJ UNCH    2 0
 KF0252
 KF0252.Superseded values are not recommended for survey control.
 KF0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0252.See file dsdata.txt to determine how the superseded data were derived.
 KF0252
 KF0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ930232(NAD 83)
 KF0252_MARKER: DB = BENCH MARK DISK
 KF0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0252_SP_SET: CULVERT
 KF0252_STAMPING: F 342 1970
 KF0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0252
 KF0252  HISTORY     - Date     Condition        Report By
 KF0252  HISTORY     - 1970     MONUMENTED       NGS
 KF0252  HISTORY     - 1980     MARK NOT FOUND   USGS
 KF0252
 KF0252                          STATION DESCRIPTION
 KF0252
 KF0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0252'3.8 MI E FROM JUNCTION CITY.
 KF0252'ABOUT 3.75 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0252'OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY, 0.3
 KF0252'MILE SOUTHWEST OF ROAD OVERPASS NUMBER 11-6 OVER THE HIGHWAY
 KF0252'AT THE MARSHALL FIELD AND FORT RILEY EXIT, 25 1/2 FEET SOUTHEAST
 KF0252'OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN
 KF0252'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL
 KF0252'OF A 10-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 1 FOOT
 KF0252'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, AND ABOUT 1
 KF0252'FOOT BELOW THE LEVEL OF THE HIGHWAY.  SEC 4, T 12 S, R 6 E.
 KF0252
 KF0252                          STATION RECOVERY (1980)
 KF0252
 KF0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KF0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0146 ***********************************************************************
 KF0146  DESIGNATION -  F 343
 KF0146  PID         -  KF0146
 KF0146  STATE/COUNTY-  KS/RILEY
 KF0146  USGS QUAD   -  WAMEGO SW (1978)
 KF0146
 KF0146                         *CURRENT SURVEY CONTROL
 KF0146  ___________________________________________________________________
 KF0146* NAD 83(1986)-  39 03 58.     (N)    096 27 43.     (W)     SCALED    
 KF0146* NAVD 88     -       378.832  (meters)    1242.88   (feet)  ADJUSTED  
 KF0146  ___________________________________________________________________
 KF0146  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 KF0146  DYNAMIC HT  -         378.574 (meters)    1242.04  (feet)  COMP
 KF0146  MODELED GRAV-     979,938.0   (mgal)                       NAVD 88
 KF0146
 KF0146  VERT ORDER  -  SECOND    CLASS 0
 KF0146
 KF0146.The horizontal coordinates were scaled from a topographic map and have
 KF0146.an estimated accuracy of +/- 6 seconds.
 KF0146
 KF0146.The orthometric height was determined by differential leveling
 KF0146.and adjusted by the National Geodetic Survey in June 1991..
 KF0146
 KF0146.The geoid height was determined by GEOID03.
 KF0146
 KF0146.The dynamic height is computed by dividing the NAVD 88
 KF0146.geopotential number by the normal gravity value computed on the
 KF0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0146.degrees latitude (g = 980.6199 gals.).
 KF0146
 KF0146.The modeled gravity was interpolated from observed gravity values.
 KF0146
 KF0146;                    North         East    Units  Estimated Accuracy
 KF0146;SPC KS N     -    82,480.      533,100.      MT  (+/- 180 meters Scaled)
 KF0146
 KF0146                          SUPERSEDED SURVEY CONTROL
 KF0146
 KF0146  NGVD 29 (??/??/92)  378.693  (m)         1242.43   (f) ADJ UNCH    2 0
 KF0146
 KF0146.Superseded values are not recommended for survey control.
 KF0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0146.See file dsdata.txt to determine how the superseded data were derived.
 KF0146
 KF0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ195271(NAD 83)
 KF0146_MARKER: DB = BENCH MARK DISK
 KF0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0146_SP_SET: ABUTMENT
 KF0146_STAMPING: F 343 1970
 KF0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0146
 KF0146  HISTORY     - Date     Condition        Report By
 KF0146  HISTORY     - 1970     MONUMENTED       NGS
 KF0146
 KF0146                          STATION DESCRIPTION
 KF0146
 KF0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0146'9.3 MI W FROM ALMA.
 KF0146'ABOUT 9.3 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0146'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 19 1/2 FEET
 KF0146'SOUTH OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY,
 KF0146'SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT
 KF0146'OF THE MORE NORTHERLY OF TWO HIGHWAY BRIDGES OVER A SMALL
 KF0146'STREAM, AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 25, T 11S,
 KF0146'R 8E NOTE-- THE BRIDGE NUMBER IS 2-11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0053 ***********************************************************************
 KF0053  DESIGNATION -  F 344
 KF0053  PID         -  KF0053
 KF0053  STATE/COUNTY-  KS/WABAUNSEE
 KF0053  USGS QUAD   -  ALMA (1978)
 KF0053
 KF0053                         *CURRENT SURVEY CONTROL
 KF0053  ___________________________________________________________________
 KF0053* NAD 83(1986)-  39 06 00.     (N)    096 17 21.     (W)     SCALED    
 KF0053* NAVD 88     -       387.572  (meters)    1271.56   (feet)  ADJUSTED  
 KF0053  ___________________________________________________________________
 KF0053  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 KF0053  DYNAMIC HT  -         387.314 (meters)    1270.71  (feet)  COMP
 KF0053  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 KF0053
 KF0053  VERT ORDER  -  SECOND    CLASS 0
 KF0053
 KF0053.The horizontal coordinates were scaled from a topographic map and have
 KF0053.an estimated accuracy of +/- 6 seconds.
 KF0053
 KF0053.The orthometric height was determined by differential leveling
 KF0053.and adjusted by the National Geodetic Survey in June 1991..
 KF0053
 KF0053.The geoid height was determined by GEOID03.
 KF0053
 KF0053.The dynamic height is computed by dividing the NAVD 88
 KF0053.geopotential number by the normal gravity value computed on the
 KF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0053.degrees latitude (g = 980.6199 gals.).
 KF0053
 KF0053.The modeled gravity was interpolated from observed gravity values.
 KF0053
 KF0053;                    North         East    Units  Estimated Accuracy
 KF0053;SPC KS N     -    86,510.      547,980.      MT  (+/- 180 meters Scaled)
 KF0053
 KF0053                          SUPERSEDED SURVEY CONTROL
 KF0053
 KF0053  NGVD 29 (??/??/92)  387.441  (m)         1271.13   (f) ADJ UNCH    2 0
 KF0053
 KF0053.Superseded values are not recommended for survey control.
 KF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0053.See file dsdata.txt to determine how the superseded data were derived.
 KF0053
 KF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ344313(NAD 83)
 KF0053_MARKER: DB = BENCH MARK DISK
 KF0053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KF0053_SP_SET: 4 FEET
 KF0053_STAMPING: F 344 1970
 KF0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0053
 KF0053  HISTORY     - Date     Condition        Report By
 KF0053  HISTORY     - 1970     MONUMENTED       NGS
 KF0053
 KF0053                          STATION DESCRIPTION
 KF0053
 KF0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0053'2.4 MI N FROM ALMA.
 KF0053'ABOUT 2.35 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE HIGHWAY
 KF0053'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT ALMA, 0.1 MILE SOUTH OF
 KF0053'THE INTERSECTION OF THE HIGHWAY AND A GRAVELED ROAD, ON THE
 KF0053'TOP OF A 3-FOOT HIGH CUT FOR THE HIGHWAY, 53 FEET WEST OF THE
 KF0053'CENTER LINE OF THE HIGHWAY, 42 FEET NORTH OF THE EXTENDED LINE
 KF0053'OF THE NORTH END OF A CONCRETE BLOCK HOUSE ON THE EAST SIDE OF
 KF0053'THE HIGHWAY, 3 FEET NORTH OF POWER POLE NUMBER 260, 1 FOOT EAST
 KF0053'OF A FENCE, 1.7 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3
 KF0053'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A COPPER
 KF0053'COATED ROD THAT IS DRIVEN TO REFUSAL AT A DEPTH OF 4 FEET AND
 KF0053'IS ENCASED IN A MOUND OF CONCRETE THAT PROJECTS 0.2 FOOT.  SECTION
 KF0053'15, T 11S, R 10E NOTE-- THE ROD IS DRIVEN ABOUT 4 FEET DEEP
 KF0053'INTO SOLID ROCK.  THE ROD COULD NOT BE TURNED OR PULLED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0891 ***********************************************************************
 KE0891  DESIGNATION -  F 345
 KE0891  PID         -  KE0891
 KE0891  STATE/COUNTY-  KS/SHAWNEE
 KE0891  USGS QUAD   -  WILLARD (1972)
 KE0891
 KE0891                         *CURRENT SURVEY CONTROL
 KE0891  ___________________________________________________________________
 KE0891* NAD 83(1986)-  39 03 28.     (N)    095 54 00.     (W)     SCALED    
 KE0891* NAVD 88     -       306.430  (meters)    1005.35   (feet)  ADJUSTED  
 KE0891  ___________________________________________________________________
 KE0891  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 KE0891  DYNAMIC HT  -         306.232 (meters)    1004.70  (feet)  COMP
 KE0891  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 KE0891
 KE0891  VERT ORDER  -  SECOND    CLASS 0
 KE0891
 KE0891.The horizontal coordinates were scaled from a topographic map and have
 KE0891.an estimated accuracy of +/- 6 seconds.
 KE0891
 KE0891.The orthometric height was determined by differential leveling
 KE0891.and adjusted by the National Geodetic Survey in June 1991..
 KE0891
 KE0891.The geoid height was determined by GEOID03.
 KE0891
 KE0891.The dynamic height is computed by dividing the NAVD 88
 KE0891.geopotential number by the normal gravity value computed on the
 KE0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0891.degrees latitude (g = 980.6199 gals.).
 KE0891
 KE0891.The modeled gravity was interpolated from observed gravity values.
 KE0891
 KE0891;                    North         East    Units  Estimated Accuracy
 KE0891;SPC KS N     -    82,530.      581,740.      MT  (+/- 180 meters Scaled)
 KE0891
 KE0891                          SUPERSEDED SURVEY CONTROL
 KE0891
 KE0891  NGVD 29 (??/??/92)  306.290  (m)         1004.89   (f) ADJ UNCH    2 0
 KE0891
 KE0891.Superseded values are not recommended for survey control.
 KE0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0891.See file dsdata.txt to determine how the superseded data were derived.
 KE0891
 KE0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD490271(NAD 83)
 KE0891_MARKER: DB = BENCH MARK DISK
 KE0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0891_SP_SET: SIGN LEG FOUNTAIN
 KE0891_STAMPING: F 345 1970
 KE0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0891
 KE0891  HISTORY     - Date     Condition        Report By
 KE0891  HISTORY     - 1970     MONUMENTED       NGS
 KE0891  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KE0891
 KE0891                          STATION DESCRIPTION
 KE0891
 KE0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0891'12.6 MI E FROM TOPEKA.
 KE0891'ABOUT 12.6 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0891'OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 1.0 MILE EAST OF THE
 KE0891'HIGHWAY OVERPASS FOR WEST UNION ROAD, 45 FEET NORTH OF THE
 KE0891'CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, SET IN THE TOP
 KE0891'OF THE SOUTH SIDE OF A 2 1/2-FOOT CONCRETE FOUNDATION FOR THE
 KE0891'SOUTH LEG OF A HIGHWAY SIGN WHICH READS WEST UNION ROAD EXIT
 KE0891'1 MILE, AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION
 KE0891'30, T 11S, R 14E
 KE0891
 KE0891                          STATION RECOVERY (2005)
 KE0891
 KE0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KE0891'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. THE KANSAS STATE
 KE0891'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KE0891'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7062 ***********************************************************************
 DH7062  DESIGNATION -  F 345 RESET
 DH7062  PID         -  DH7062
 DH7062  STATE/COUNTY-  KS/SHAWNEE
 DH7062  USGS QUAD   -  WILLARD (1972)
 DH7062
 DH7062                         *CURRENT SURVEY CONTROL
 DH7062  ___________________________________________________________________
 DH7062* NAD 83(1986)-  39 03 27.     (N)    095 54 01.     (W)     SCALED    
 DH7062* NAVD 88     -       305.491  (meters)    1002.27   (feet)  ADJUSTED  
 DH7062  ___________________________________________________________________
 DH7062  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 DH7062  DYNAMIC HT  -         305.293 (meters)    1001.62  (feet)  COMP
 DH7062  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 DH7062
 DH7062  VERT ORDER  -  SECOND    CLASS I
 DH7062
 DH7062.The horizontal coordinates were scaled from a topographic map and have
 DH7062.an estimated accuracy of +/- 6 seconds.
 DH7062
 DH7062.The orthometric height was determined by differential leveling
 DH7062.and adjusted by the National Geodetic Survey in December 2005..
 DH7062.No vertical observational check was made to the station.
 DH7062
 DH7062.The geoid height was determined by GEOID03.
 DH7062
 DH7062.The dynamic height is computed by dividing the NAVD 88
 DH7062.geopotential number by the normal gravity value computed on the
 DH7062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7062.degrees latitude (g = 980.6199 gals.).
 DH7062
 DH7062.The modeled gravity was interpolated from observed gravity values.
 DH7062
 DH7062;                    North         East    Units  Estimated Accuracy
 DH7062;SPC KS N     -    82,500.      581,720.      MT  (+/- 180 meters Scaled)
 DH7062
 DH7062                          SUPERSEDED SURVEY CONTROL
 DH7062
 DH7062.No superseded survey control is available for this station.
 DH7062
 DH7062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD490271(NAD 83)
 DH7062_MARKER: DV = VERTICAL CONTROL DISK
 DH7062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7062_STAMPING: F 345 RESET2002
 DH7062_MARK LOGO: NGS   
 DH7062_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7062+STABILITY: SURFACE MOTION
 DH7062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7062+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 DH7062
 DH7062  HISTORY     - Date     Condition        Report By
 DH7062  HISTORY     - 2002     MONUMENTED       NGS
 DH7062  HISTORY     - 20050504 GOOD             NGS
 DH7062
 DH7062                          STATION DESCRIPTION
 DH7062
 DH7062'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 DH7062'11.4 KM WESTERLY ALONG INTERSTATE HIGHWAY 70 FROM THE JUNCTION OF
 DH7062'INTERSTATE HIGHWAY  470 SOUTHBOUND IN TOPEKA, 28.7 M NORTH OF THE
 DH7062'WESTBOUND HIGHWAY CENTERLINE, 1.4 M  SOUTH OF A WITNESS POST AND A
 DH7062'FENCE T-CORNER POST, 1.4 M BELOW THE LEVEL OF THE  HIGHWAY, AND THE
 DH7062'MONUMENT IS FLUSH WITH THE GROUND SURFACE.   NOTE--THE MONUMENT IS  ON
 DH7062'THE HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0911 ***********************************************************************
 KE0911  DESIGNATION -  F 346
 KE0911  PID         -  KE0911
 KE0911  STATE/COUNTY-  KS/SHAWNEE
 KE0911  USGS QUAD   -  TOPEKA (1983)
 KE0911
 KE0911                         *CURRENT SURVEY CONTROL
 KE0911  ___________________________________________________________________
 KE0911* NAD 83(1986)-  39 00 33.     (N)    095 43 47.     (W)     SCALED    
 KE0911* NAVD 88     -       299.335  (meters)     982.07   (feet)  ADJUSTED  
 KE0911  ___________________________________________________________________
 KE0911  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KE0911  DYNAMIC HT  -         299.139 (meters)     981.43  (feet)  COMP
 KE0911  MODELED GRAV-     979,962.6   (mgal)                       NAVD 88
 KE0911
 KE0911  VERT ORDER  -  SECOND    CLASS 0
 KE0911
 KE0911.The horizontal coordinates were scaled from a topographic map and have
 KE0911.an estimated accuracy of +/- 6 seconds.
 KE0911
 KE0911.The orthometric height was determined by differential leveling
 KE0911.and adjusted by the National Geodetic Survey in June 1991..
 KE0911
 KE0911.The geoid height was determined by GEOID03.
 KE0911
 KE0911.The dynamic height is computed by dividing the NAVD 88
 KE0911.geopotential number by the normal gravity value computed on the
 KE0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0911.degrees latitude (g = 980.6199 gals.).
 KE0911
 KE0911.The modeled gravity was interpolated from observed gravity values.
 KE0911
 KE0911;                    North         East    Units  Estimated Accuracy
 KE0911;SPC KS N     -    77,490.      596,610.      MT  (+/- 180 meters Scaled)
 KE0911
 KE0911                          SUPERSEDED SURVEY CONTROL
 KE0911
 KE0911  NGVD 29 (??/??/92)  299.193  (m)          981.60   (f) ADJ UNCH    2 0
 KE0911
 KE0911.Superseded values are not recommended for survey control.
 KE0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0911.See file dsdata.txt to determine how the superseded data were derived.
 KE0911
 KE0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD636213(NAD 83)
 KE0911_MARKER: DB = BENCH MARK DISK
 KE0911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0911_SP_SET: GUARDRAIL BASE
 KE0911_STAMPING: F 346 1970
 KE0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0911
 KE0911  HISTORY     - Date     Condition        Report By
 KE0911  HISTORY     - 1970     MONUMENTED       NGS
 KE0911
 KE0911                          STATION DESCRIPTION
 KE0911
 KE0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0911'AT TOPEKA.
 KE0911'AT TOPEKA, NEAR THE SOUTH EDGE OF THE CITY LIMITS, AT THE OVERPASS
 KE0911'OF INTERSTATE HIGHWAY 470 OVER GAGE BOULEVARD, SET IN TOP OF THE
 KE0911'WEST END OF THE NORTH CONCRETE GUARDRAIL BASE FOR THE EASTBOUND
 KE0911'LANE OF I 470 TRAFFIC, 16 FEET NORTH OF THE CENTER LINE OF THE
 KE0911'HIGHWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SECTION
 KE0911'15, T 12S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0966 ***********************************************************************
 JF0966  DESIGNATION -  F 347
 JF0966  PID         -  JF0966
 JF0966  STATE/COUNTY-  KS/MCPHERSON
 JF0966  USGS QUAD   -  MOUNDRIDGE (1978)
 JF0966
 JF0966                         *CURRENT SURVEY CONTROL
 JF0966  ___________________________________________________________________
 JF0966* NAD 83(1986)-  38 14 26.     (N)    097 31 50.     (W)     SCALED    
 JF0966* NAVD 88     -       452.777  (meters)    1485.49   (feet)  ADJUSTED  
 JF0966  ___________________________________________________________________
 JF0966  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 JF0966  DYNAMIC HT  -         452.437 (meters)    1484.37  (feet)  COMP
 JF0966  MODELED GRAV-     979,865.2   (mgal)                       NAVD 88
 JF0966
 JF0966  VERT ORDER  -  SECOND    CLASS 0
 JF0966
 JF0966.The horizontal coordinates were scaled from a topographic map and have
 JF0966.an estimated accuracy of +/- 6 seconds.
 JF0966
 JF0966.The orthometric height was determined by differential leveling
 JF0966.and adjusted by the National Geodetic Survey in June 1991..
 JF0966
 JF0966.The geoid height was determined by GEOID03.
 JF0966
 JF0966.The dynamic height is computed by dividing the NAVD 88
 JF0966.geopotential number by the normal gravity value computed on the
 JF0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0966.degrees latitude (g = 980.6199 gals.).
 JF0966
 JF0966.The modeled gravity was interpolated from observed gravity values.
 JF0966
 JF0966;                    North         East    Units  Estimated Accuracy
 JF0966;SPC KS S     -   575,120.      484,860.      MT  (+/- 180 meters Scaled)
 JF0966
 JF0966                          SUPERSEDED SURVEY CONTROL
 JF0966
 JF0966  NGVD 29 (??/??/92)  452.617  (m)         1484.96   (f) ADJ UNCH    2 0
 JF0966
 JF0966.Superseded values are not recommended for survey control.
 JF0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0966.See file dsdata.txt to determine how the superseded data were derived.
 JF0966
 JF0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH285335(NAD 83)
 JF0966_MARKER: DB = BENCH MARK DISK
 JF0966_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF0966_SP_SET: 49.5 FEET
 JF0966_STAMPING: F 347 1972
 JF0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0966
 JF0966  HISTORY     - Date     Condition        Report By
 JF0966  HISTORY     - 1972     MONUMENTED       NGS
 JF0966
 JF0966                          STATION DESCRIPTION
 JF0966
 JF0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0966'11.4 MI SE FROM MC PHERSON.
 JF0966'ABOUT 11.4 MILES ALONG INTERSTATE HIGHWAY 35W FROM THE HIGHWAY
 JF0966'UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, 116.5 SOUTHWEST OF THE
 JF0966'CENTER LINE OF THE SOUTH BOUND LANE OF I35W, 1 FOOT SOUTHEAST OF
 JF0966'A METAL WITNESS POST 0.5 FOOT NORTHEAST OF A RIGHT-OF-WAY FENCE
 JF0966'LINE.  SET ON THE WEST RIGHT-OF-WAY OF INTERSTATE 35 W.  A BM
 JF0966'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 JF0966'TO REFUSAL AT 49.5 FEET AND IS ENCASED IN A 4-INCH PLASTIC PIPE
 JF0966'FLUSH WITH THE GROUND, AND ABOUT 12 FEET BELOW THE LEVEL OF THE
 JF0966'HIGHWAY.  SECTION 108 T21 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0522 ***********************************************************************
 HF0522  DESIGNATION -  F 348
 HF0522  PID         -  HF0522
 HF0522  STATE/COUNTY-  KS/SEDGWICK
 HF0522  USGS QUAD   -  SEDGWICK NE (1978)
 HF0522
 HF0522                         *CURRENT SURVEY CONTROL
 HF0522  ___________________________________________________________________
 HF0522* NAD 83(1986)-  37 54 43.     (N)    097 19 35.     (W)     SCALED    
 HF0522* NAVD 88     -       431.444  (meters)    1415.50   (feet)  ADJUSTED  
 HF0522  ___________________________________________________________________
 HF0522  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0522  DYNAMIC HT  -         431.109 (meters)    1414.40  (feet)  COMP
 HF0522  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 HF0522
 HF0522  VERT ORDER  -  SECOND    CLASS 0
 HF0522
 HF0522.The horizontal coordinates were scaled from a topographic map and have
 HF0522.an estimated accuracy of +/- 6 seconds.
 HF0522
 HF0522.The orthometric height was determined by differential leveling
 HF0522.and adjusted by the National Geodetic Survey in June 1991..
 HF0522
 HF0522.The geoid height was determined by GEOID03.
 HF0522
 HF0522.The dynamic height is computed by dividing the NAVD 88
 HF0522.geopotential number by the normal gravity value computed on the
 HF0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0522.degrees latitude (g = 980.6199 gals.).
 HF0522
 HF0522.The modeled gravity was interpolated from observed gravity values.
 HF0522
 HF0522;                    North         East    Units  Estimated Accuracy
 HF0522;SPC KS S     -   538,860.      503,200.      MT  (+/- 180 meters Scaled)
 HF0522
 HF0522                          SUPERSEDED SURVEY CONTROL
 HF0522
 HF0522  NGVD 29 (??/??/92)  431.289  (m)         1414.99   (f) ADJ UNCH    2 0
 HF0522
 HF0522.Superseded values are not recommended for survey control.
 HF0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0522.See file dsdata.txt to determine how the superseded data were derived.
 HF0522
 HF0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG471973(NAD 83)
 HF0522_MARKER: DB = BENCH MARK DISK
 HF0522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HF0522_SP_SET: 15 FEET
 HF0522_STAMPING: F 348 1972
 HF0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0522
 HF0522  HISTORY     - Date     Condition        Report By
 HF0522  HISTORY     - 1972     MONUMENTED       NGS
 HF0522
 HF0522                          STATION DESCRIPTION
 HF0522
 HF0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0522'10.2 MI S FROM NEWTON.
 HF0522'ABOUT 10.20 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0522'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, SET UNDER THE NORTH
 HF0522'BOUND LANE OF THE INTERSTATE, 24.0 FEET SOUTH OF THE CENTER
 HF0522'LINE OF 125TH STREET 9.1 FEET NORTHWEST OF THE MOST SOUTHEASTERLY
 HF0522'CONCRETE COLUMN FOR BRIDGE NUMBER 30.88 OF THE NORTH BOUND LANE,
 HF0522'2 FEET BELOW THE LEVEL OF THE STREET AND ABOUT 20 FEET BELOW THE
 HF0522'NORTH BOUND LANE.  A BM DISK SET ON TOP OF A 5/8-INCH COPPER
 HF0522'COATED ROD THAT IS DRIVEN TO REFUSAL AT 15 FEET AND ENCASED
 HF0522'IN A PLASTIC PIPE WHICH IS FLUSH WITH THE GROUND.  ALSO AT THE
 HF0522'HARVEY AND SEDGWICK COUNTY LINE.  FOR CROSS REFERENCE GO NORTH
 HF0522'ALONG INTERSTATE HIGHWAY 35 W FROM THE OVERPASS FOR INTERSTATE
 HF0522'HIGHWAY 235, 10.5 MILES AT 125TH STREET.  SECTION 4, T 25 S,
 HF0522'R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0578 ***********************************************************************
 HG0578  DESIGNATION -  F 35
 HG0578  PID         -  HG0578
 HG0578  STATE/COUNTY-  KS/KIOWA
 HG0578  USGS QUAD   -  BUCKLIN SE (1969)
 HG0578
 HG0578                         *CURRENT SURVEY CONTROL
 HG0578  ___________________________________________________________________
 HG0578* NAD 83(1986)-  37 34 20.     (N)    099 32 20.     (W)     SCALED    
 HG0578* NAVD 88     -       723.389  (meters)    2373.32   (feet)  ADJUSTED  
 HG0578  ___________________________________________________________________
 HG0578  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 HG0578  DYNAMIC HT  -         722.756 (meters)    2371.24  (feet)  COMP
 HG0578  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 HG0578
 HG0578  VERT ORDER  -  FIRST     CLASS II
 HG0578
 HG0578.The horizontal coordinates were scaled from a topographic map and have
 HG0578.an estimated accuracy of +/- 6 seconds.
 HG0578
 HG0578.The orthometric height was determined by differential leveling
 HG0578.and adjusted by the National Geodetic Survey in June 1991..
 HG0578.WARNING-Repeat measurements at this control monument indicate possible
 HG0578.vertical movement.
 HG0578
 HG0578.The geoid height was determined by GEOID03.
 HG0578
 HG0578.The dynamic height is computed by dividing the NAVD 88
 HG0578.geopotential number by the normal gravity value computed on the
 HG0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0578.degrees latitude (g = 980.6199 gals.).
 HG0578
 HG0578.The modeled gravity was interpolated from observed gravity values.
 HG0578
 HG0578;                    North         East    Units  Estimated Accuracy
 HG0578;SPC KS S     -   501,010.      308,230.      MT  (+/- 180 meters Scaled)
 HG0578
 HG0578                          SUPERSEDED SURVEY CONTROL
 HG0578
 HG0578  NGVD 29 (??/??/92)  723.083  (m)         2372.31   (f) ADJ UNCH    1 2
 HG0578
 HG0578.Superseded values are not recommended for survey control.
 HG0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0578.See file dsdata.txt to determine how the superseded data were derived.
 HG0578
 HG0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG524584(NAD 83)
 HG0578_MARKER: DB = BENCH MARK DISK
 HG0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0578_SP_SET: CONCRETE POST
 HG0578_STAMPING: F 35 1934
 HG0578_MARK LOGO: CGS   
 HG0578_PROJECTION: FLUSH
 HG0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0578+STABILITY: SURFACE MOTION
 HG0578
 HG0578  HISTORY     - Date     Condition        Report By
 HG0578  HISTORY     - 1934     MONUMENTED       CGS
 HG0578  HISTORY     - 1986     GOOD             NGS
 HG0578
 HG0578                          STATION DESCRIPTION
 HG0578
 HG0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0578'3.8 MI W FROM MULLINVILLE.
 HG0578'IN KIOWA COUNTY, ABOUT 3-3/4 MILES WEST ALONG THE CHICAGO, ROCK
 HG0578'ISLAND AND PACIFIC RAILWAY FROM THE STATION AT MULLINVILLE, FORD
 HG0578'COUNTY, ABOUT 40 YARDS SOUTHWEST OF THE FIFTEENTH POLE WEST OF
 HG0578'MILEPOST 342, 38 FEET EAST OF THE CENTER OF A ROAD CROSSING,
 HG0578'AND 46 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 HG0578'DISK, STAMPED F 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0578
 HG0578                          STATION RECOVERY (1986)
 HG0578
 HG0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0578'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.35 KM (0.2
 HG0578'MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT MULLINVILLE,
 HG0578'THENCE 5.7 KM (3.55 MI) WEST ALONG US HIGHWAY 54, IN THE NORTHEAST
 HG0578'CORNER OF THE JUNCTION OF A DIRT ROAD, 0.65 KM (0.4 MI) WEST OF
 HG0578'MILEPOST 94, 42.0 METERS (138 FT) NORTH OF THE HIGHWAY CENTERLINE,
 HG0578'13.2 METERS (43.5 FT) SOUTH OF THE SOUTH RAIL OF THE CHICAGO, ROCK
 HG0578'ISLAND AND PACIFIC RAILROAD, 12.8 METERS (42 FT) EAST OF THE CENTER OF
 HG0578'THE ROAD AND 0.7 METER (2.5 FT) BELOW THE TRACKS.
 HG0578'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0578'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0615 ***********************************************************************
 HH0615  DESIGNATION -  F 352
 HH0615  PID         -  HH0615
 HH0615  STATE/COUNTY-  KS/FINNEY
 HH0615  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0615
 HH0615                         *CURRENT SURVEY CONTROL
 HH0615  ___________________________________________________________________
 HH0615* NAD 83(1986)-  37 57 21.     (N)    100 49 44.     (W)     SCALED    
 HH0615* NAVD 88     -       859.399  (meters)    2819.54   (feet)  ADJUSTED  
 HH0615  ___________________________________________________________________
 HH0615  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HH0615  DYNAMIC HT  -         858.635 (meters)    2817.04  (feet)  COMP
 HH0615  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 HH0615
 HH0615  VERT ORDER  -  FIRST     CLASS II
 HH0615
 HH0615.The horizontal coordinates were scaled from a topographic map and have
 HH0615.an estimated accuracy of +/- 6 seconds.
 HH0615
 HH0615.The orthometric height was determined by differential leveling
 HH0615.and adjusted by the National Geodetic Survey in June 1991..
 HH0615
 HH0615.The geoid height was determined by GEOID03.
 HH0615
 HH0615.The dynamic height is computed by dividing the NAVD 88
 HH0615.geopotential number by the normal gravity value computed on the
 HH0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0615.degrees latitude (g = 980.6199 gals.).
 HH0615
 HH0615.The modeled gravity was interpolated from observed gravity values.
 HH0615
 HH0615;                    North         East    Units  Estimated Accuracy
 HH0615;SPC KS S     -   545,630.      195,360.      MT  (+/- 180 meters Scaled)
 HH0615
 HH0615                          SUPERSEDED SURVEY CONTROL
 HH0615
 HH0615.No superseded survey control is available for this station.
 HH0615
 HH0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH393024(NAD 83)
 HH0615_MARKER: DB = BENCH MARK DISK
 HH0615_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HH0615+WITH SETTING: PAVEMENT
 HH0615_SP_SET: WELL PAD
 HH0615_STAMPING: F 352 1986
 HH0615_MARK LOGO: NGS   
 HH0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0615+STABILITY: POSITION/ELEVATION WELL
 HH0615
 HH0615  HISTORY     - Date     Condition        Report By
 HH0615  HISTORY     - 1986     MONUMENTED       NGS
 HH0615
 HH0615                          STATION DESCRIPTION
 HH0615
 HH0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0615'4.5 KM (2.8 MI) EAST FROM GARDEN CITY.
 HH0615'4.1 KM (2.55 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 HH0615'HIGHWAY 83 IN GARDEN CITY, THENCE 0.45 KM (0.28 MI) SOUTH ALONG A
 HH0615'PAVED COUNTY ROAD, 1.0 METER (3 FT) WEST OF THE NORTHEAST CORNER OF A
 HH0615'1.8 METERS (6 FT) BY 4.3 METERS (14 FT) WELL PAD ATTACHED TO A WELL
 HH0615'CASING 260-FOOT DEEP, 15.5 METERS (51 FT) EAST OF THE CENTER OF THE
 HH0615'ROAD AND 46.6 METERS (153 FT) NORTH OF THE NORTH RAIL OF THE ATCHISON,
 HH0615'TOPEKA AND SANTA FE RAILROAD.
 HH0615'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0639 ***********************************************************************
 HH0639  FBN         -  This is a Federal Base Network Control Station.
 HH0639  DESIGNATION -  F 353
 HH0639  PID         -  HH0639
 HH0639  STATE/COUNTY-  KS/FORD
 HH0639  USGS QUAD   -  DODGE CITY (1984)
 HH0639
 HH0639                         *CURRENT SURVEY CONTROL
 HH0639  ___________________________________________________________________
 HH0639* NAD 83(1997)-  37 45 19.85405(N)    100 04 05.56376(W)     ADJUSTED  
 HH0639* NAVD 88     -       769.153  (meters)    2523.46   (feet)  ADJUSTED  
 HH0639  ___________________________________________________________________
 HH0639  X           -    -882,787.216 (meters)                     COMP
 HH0639  Y           -  -4,971,914.655 (meters)                     COMP
 HH0639  Z           -   3,884,479.653 (meters)                     COMP
 HH0639  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HH0639  ELLIP HEIGHT-         743.18  (meters)          (08/12/03) GPS OBS
 HH0639  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 HH0639  DYNAMIC HT  -         768.487 (meters)    2521.28  (feet)  COMP
 HH0639  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 HH0639
 HH0639  HORZ ORDER  -  A
 HH0639  VERT ORDER  -  FIRST     CLASS II
 HH0639  ELLP ORDER  -  FOURTH    CLASS I
 HH0639
 HH0639.The horizontal coordinates were established by GPS observations
 HH0639.and adjusted by the National Geodetic Survey in July 1997..
 HH0639
 HH0639.The orthometric height was determined by differential leveling
 HH0639.and adjusted by the National Geodetic Survey in June 1991..
 HH0639
 HH0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HH0639
 HH0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0639
 HH0639.The ellipsoidal height was determined by GPS observations
 HH0639.and is referenced to NAD 83.
 HH0639
 HH0639.The geoid height was determined by GEOID03.
 HH0639
 HH0639.The dynamic height is computed by dividing the NAVD 88
 HH0639.geopotential number by the normal gravity value computed on the
 HH0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0639.degrees latitude (g = 980.6199 gals.).
 HH0639
 HH0639.The modeled gravity was interpolated from observed gravity values.
 HH0639
 HH0639;                    North         East     Units Scale Factor Converg.
 HH0639;SPC KS S     -   522,007.440   261,818.864   MT  0.99993990   -0 57 49.4
 HH0639;UTM  14      - 4,179,226.590   405,901.945   MT  0.99970906   -0 39 14.8
 HH0639
 HH0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0639!SPC KS S     -   0.99988339  x   0.99993990  =   0.99982330
 HH0639!UTM  14      -   0.99988339  x   0.99970906  =   0.99959249
 HH0639
 HH0639                          SUPERSEDED SURVEY CONTROL
 HH0639
 HH0639  ELLIP H (07/24/97)  743.19   (m)                       GP(       ) 1 1
 HH0639  NAVD 88 (07/24/97)  769.15   (m)         2523.5    (f) LEVELING    3  
 HH0639
 HH0639.Superseded values are not recommended for survey control.
 HH0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0639.See file dsdata.txt to determine how the superseded data were derived.
 HH0639
 HH0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG0590279227(NAD 83)
 HH0639_MARKER: DV = VERTICAL CONTROL DISK
 HH0639_SETTING: 66 = SET IN ROCK OUTCROP
 HH0639_SP_SET: OUTCROP
 HH0639_STAMPING: F 353 1986
 HH0639_MARK LOGO: NGS   
 HH0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0639+STABILITY: POSITION/ELEVATION WELL
 HH0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0639+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 HH0639
 HH0639  HISTORY     - Date     Condition        Report By
 HH0639  HISTORY     - 1986     MONUMENTED       NGS
 HH0639  HISTORY     - 19960513 GOOD             NGS
 HH0639  HISTORY     - 19970428 GOOD             NGS
 HH0639  HISTORY     - 20020808 GOOD             NGS
 HH0639  HISTORY     - 20041012 GOOD             INDIV
 HH0639
 HH0639                          STATION DESCRIPTION
 HH0639
 HH0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0639'4.3 KM (2.7 MI) WEST FROM DODGE CITY.
 HH0639'4.35 KM (2.72 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 HH0639'HIGHWAYS 56 AND 283 AT DODGE CITY, IN TOP OF AND 1.5 METERS (5 FT)
 HH0639'EAST OF THE WEST END OF A 4 BY 13 FOOT PORTION OF OUTCROP, 0.17 KM
 HH0639'(0.1 MI) WEST OF THE JUNCTION OF ALTERNATE HIGHWAY 50, 23.6 METERS
 HH0639'(77.5 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES, 41.1 METERS
 HH0639'(135 FT) EAST OF A POWER POLE WITH A STREET LITE AND 11.4 METERS (37.5
 HH0639'FT) SOUTH OF THE RIGHT OF WAY FENCE.
 HH0639'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HH0639'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 HH0639
 HH0639                          STATION RECOVERY (1996)
 HH0639
 HH0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GMR)
 HH0639'STATION WAS RECOVERED IN GOOD CONDITION AND OCCUPIED WITH GPS
 HH0639'EQUIPMENT DURING THE EASTERN STRAIN NETWORK, 1996 NGS PROJECT. STATION
 HH0639'IS LOCATED AT THE WEST EDGE OF DODGE CITY, ON U.S.  HIGHWAY 50
 HH0639'RIGHT-OF-WAY, ACROSS THE NORTH RIGHT-OF-WAY FENCE FROM THE GUNSMOKE RV
 HH0639'CAMPGROUND, 0.2 KM (0.10 MI) WEST FROM THE JUNCTION OF ALTERNATE U.S.
 HH0639'HIGHWAY 50, AND 0.2 KM (0.10 MI) EAST FROM THE INTERSECTION OF U.S.
 HH0639'HIGHWAY 50 AND 108 ROAD.  OWNERSHIP--KANSAS DEPARTMENT OF
 HH0639'TRANSPORTION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 HH0639'HIGHWAYS 56, 400, 283, AND U.S.  HIGHWAY 50 BUSINESS (WYATT EARP BLVD.
 HH0639'AND 2ND AVE.) AT DODGE CITY, GO WEST ALONG U.S.  HIGHWAY 50 BUSINESS
 HH0639'(WYATT EARP BLVD.) FOR 4.35 KM (2.70 MI) TO THE STATION ON THE RIGHT,
 HH0639'ON SHOULDER SLOPE.  STATION MARK IS A STANDARD NGS VERTICAL CONTROL
 HH0639'DISK CEMENTED IN A DRILL HOLE IN A 4 BY 13 FEET (4.0 M) EXPOSED
 HH0639'PORTION OF ROCK OUTCROP.  IT IS 1.5 METERS (4.9 FT) EAST FROM THE WEST
 HH0639'END OF THE ROCK OUTCROP, 11.4 METERS (37.4 FT) SOUTH OF THE
 HH0639'RIGHT-OF-WAY FENCE, 23.6 METERS (77.4 FT) NORTH FROM THE CENTER OF THE
 HH0639'WESTBOUND LANES OF THE HIGHWAY, AND 41.1 METERS (134.8 FT) SOUTHEAST
 HH0639'FROM A POWER POLE WITH STREET LIGHT ATTACHED. THE STATION IS ABOUT 2.0
 HH0639'METERS (6.6 FT) ABOVE HEIGHT OF THE HIGHWAY.
 HH0639
 HH0639                          STATION RECOVERY (1997)
 HH0639
 HH0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HH0639'THE STATION IS LOCATED ON THE WEST SIDE OF DODGE CITY, ABOUT 0.1 MI
 HH0639'(0.2 KM) EAST OF A PAVED ROAD LEADING TO THE GUNSMOKE CAMPGROUND, ON
 HH0639'THE RIGHT-OF-WAY OF U.S. HIGHWAYS 50 AND 400.  OWNERSHIP--KANSAS
 HH0639'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 HH0639'OF U.S. HIGHWAY 50 BUSINESS (WYATT EARP BLVD) AND STATE HIGHWAY 154 IN
 HH0639'DOWNTOWN DODGE CITY, GO WEST ON WYATT EARP BLVD FOR 2.6 MI (4.2 KM) TO
 HH0639'THE JUNCTION OF U.S. HIGHWAY 50 AND 400.  CONTINUE WEST ON HIGHWAY 50,
 HH0639'400 FOR 0.1 MI (0.2 KM) TO THE STATION ON RIGHT.  THE STATION IS SET
 HH0639'IN A DRILL HOLE IN THE CENTER OF A 5 FT (1.5 M) BY 15 FT (4.6 M) ROCK
 HH0639'OUTCROP ABOUT 1.5 M (4.9 FT) HIGHER THAN THE HIGHWAY.  LOCATED 38.2 M
 HH0639'(125.3 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A YELLOW AND BLUE
 HH0639'GUNSMOKE CAMPGROUND SIGN, 29.2 M (95.8 FT) WEST-SOUTHWEST OF UTILITY
 HH0639'POLE NUMBER L372, 23.9 M (78.4 FT) NORTH OF THE CENTERLINE OF THE
 HH0639'WESTBOUND LANES OF HIGHWAY AND 11.2 M (36.7 FT) SOUTH OF A WEB WIRE
 HH0639'RIGHT-OF-WAY FENCE.
 HH0639
 HH0639                          STATION RECOVERY (2002)
 HH0639
 HH0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 HH0639'RECOVERED AS DESCRIBED.
 HH0639'
 HH0639
 HH0639                          STATION RECOVERY (2004)
 HH0639
 HH0639'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LPD)
 HH0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0657 ***********************************************************************
 HG0657  DESIGNATION -  F 354
 HG0657  PID         -  HG0657
 HG0657  STATE/COUNTY-  KS/FORD
 HG0657  USGS QUAD   -  BUCKLIN (1969)
 HG0657
 HG0657                         *CURRENT SURVEY CONTROL
 HG0657  ___________________________________________________________________
 HG0657* NAD 83(1986)-  37 33 31.     (N)    099 38 55.     (W)     SCALED    
 HG0657* NAVD 88     -       737.708  (meters)    2420.30   (feet)  ADJUSTED  
 HG0657  ___________________________________________________________________
 HG0657  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 HG0657  DYNAMIC HT  -         737.058 (meters)    2418.16  (feet)  COMP
 HG0657  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 HG0657
 HG0657  VERT ORDER  -  FIRST     CLASS II
 HG0657
 HG0657.The horizontal coordinates were scaled from a topographic map and have
 HG0657.an estimated accuracy of +/- 6 seconds.
 HG0657
 HG0657.The orthometric height was determined by differential leveling
 HG0657.and adjusted by the National Geodetic Survey in June 1991..
 HG0657
 HG0657.The geoid height was determined by GEOID03.
 HG0657
 HG0657.The dynamic height is computed by dividing the NAVD 88
 HG0657.geopotential number by the normal gravity value computed on the
 HG0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0657.degrees latitude (g = 980.6199 gals.).
 HG0657
 HG0657.The modeled gravity was interpolated from observed gravity values.
 HG0657
 HG0657;                    North         East    Units  Estimated Accuracy
 HG0657;SPC KS S     -   499,620.      298,520.      MT  (+/- 180 meters Scaled)
 HG0657
 HG0657                          SUPERSEDED SURVEY CONTROL
 HG0657
 HG0657.No superseded survey control is available for this station.
 HG0657
 HG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG427570(NAD 83)
 HG0657_MARKER: I = METAL ROD
 HG0657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0657_SP_SET: STAINLESS STEEL ROD
 HG0657_STAMPING: F 354 1986
 HG0657_MARK LOGO: NGS   
 HG0657_PROJECTION: FLUSH
 HG0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0657_ROD/PIPE-DEPTH: 3.6  meters
 HG0657
 HG0657  HISTORY     - Date     Condition        Report By
 HG0657  HISTORY     - 1986     MONUMENTED       NGS
 HG0657
 HG0657                          STATION DESCRIPTION
 HG0657
 HG0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0657'1.4 KM (0.85 MI) NW FROM BUCKLIN.
 HG0657'1.4 KM (0.9 MI) NORTHWEST ALONG STATE HIGHWAY 34 FROM THE WEST
 HG0657'JUNCTION OF US HIGHWAY 154 AT BUCKLIN, IN THE NORTHWEST CORNER OF THE
 HG0657'JUNCTION OF A EAST-WEST DIRT ROAD, 0.13 KM (0.08 MI) NORTHWEST OF
 HG0657'MILEPOST 40, 17.5 METERS (57.5 FT) SOUTHWEST OF THE HIGHWAY
 HG0657'CENTERLINE, 16.4 METERS (54 FT) WEST OF THE CENTER OF THE ROAD, 9.0
 HG0657'METERS (29.5 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE CHICAGO, ROCK
 HG0657'ISLAND AND PACIFIC RAILROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 HG0657'THROUGH A 5-INCH LOGO CAP.
 HG0657'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 HG0657'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0755 ***********************************************************************
 HG0755  DESIGNATION -  F 355
 HG0755  PID         -  HG0755
 HG0755  STATE/COUNTY-  KS/HARPER
 HG0755  USGS QUAD   -  SPRING (1972)
 HG0755
 HG0755                         *CURRENT SURVEY CONTROL
 HG0755  ___________________________________________________________________
 HG0755* NAD 83(1986)-  37 06 32.     (N)    098 02 18.     (W)     SCALED    
 HG0755* NAVD 88     -       389.082  (meters)    1276.51   (feet)  ADJUSTED  
 HG0755  ___________________________________________________________________
 HG0755  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 HG0755  DYNAMIC HT  -         388.755 (meters)    1275.44  (feet)  COMP
 HG0755  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 HG0755
 HG0755  VERT ORDER  -  FIRST     CLASS II
 HG0755
 HG0755.The horizontal coordinates were scaled from a topographic map and have
 HG0755.an estimated accuracy of +/- 6 seconds.
 HG0755
 HG0755.The orthometric height was determined by differential leveling
 HG0755.and adjusted by the National Geodetic Survey in June 1991..
 HG0755
 HG0755.The geoid height was determined by GEOID03.
 HG0755
 HG0755.The dynamic height is computed by dividing the NAVD 88
 HG0755.geopotential number by the normal gravity value computed on the
 HG0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0755.degrees latitude (g = 980.6199 gals.).
 HG0755
 HG0755.The modeled gravity was interpolated from observed gravity values.
 HG0755
 HG0755;                    North         East    Units  Estimated Accuracy
 HG0755;SPC KS S     -   449,180.      441,040.      MT  (+/- 180 meters Scaled)
 HG0755
 HG0755                          SUPERSEDED SURVEY CONTROL
 HG0755
 HG0755.No superseded survey control is available for this station.
 HG0755
 HG0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG854073(NAD 83)
 HG0755_MARKER: I = METAL ROD
 HG0755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0755_SP_SET: STAINLESS STEEL ROD
 HG0755_STAMPING: F 355 1986
 HG0755_MARK LOGO: NGS   
 HG0755_PROJECTION: FLUSH
 HG0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0755_ROD/PIPE-DEPTH: 13.4 meters
 HG0755
 HG0755  HISTORY     - Date     Condition        Report By
 HG0755  HISTORY     - 1986     MONUMENTED       NGS
 HG0755
 HG0755                          STATION DESCRIPTION
 HG0755
 HG0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0755'5.3 KM (3.3 MI) SOUTH FROM ANTHONY.
 HG0755'5.3 KM (3.3 MI) SOUTH ALONG STATE HIGHWAY 179 FROM THE JUNCTION OF
 HG0755'STATE HIGHWAY 44 AT ANTHONY, AT A 1/2 MILE SECTION LINE FENCE, 0.2 KM
 HG0755'(0.15 MI) SOUTH OF A BRIDGE OVER BLUFF CREEK, 0.3 KM (0.2 MI) NORTH OF
 HG0755'MILEPOST 8, AT A WIRE GATE, 33.3 METERS (109.3 FT) EAST OF THE HIGHWAY
 HG0755'CENTERLINE, 13.7 METERS (45 FT) SOUTH OF THE CENTER OF THE GATE, 7.1
 HG0755'METERS (36.4 FT) SOUTH OF A T JUNCTION FENCE CORNER AND 0.31 METER (1
 HG0755'FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0755'5-INCH LOGO CAP.
 HG0755'THE MARK IS 0.31 METERS  NNW FROM  A WITNESS POST
 HG0755'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0681 ***********************************************************************
 HG0681  DESIGNATION -  F 357
 HG0681  PID         -  HG0681
 HG0681  STATE/COUNTY-  KS/KIOWA
 HG0681  USGS QUAD   -  HAVILAND (1968)
 HG0681
 HG0681                         *CURRENT SURVEY CONTROL
 HG0681  ___________________________________________________________________
 HG0681* NAD 83(1986)-  37 36 53.     (N)    099 06 33.     (W)     SCALED    
 HG0681* NAVD 88     -       658.345  (meters)    2159.92   (feet)  ADJUSTED  
 HG0681  ___________________________________________________________________
 HG0681  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 HG0681  DYNAMIC HT  -         657.783 (meters)    2158.08  (feet)  COMP
 HG0681  MODELED GRAV-     979,754.8   (mgal)                       NAVD 88
 HG0681
 HG0681  VERT ORDER  -  FIRST     CLASS II
 HG0681
 HG0681.The horizontal coordinates were scaled from a topographic map and have
 HG0681.an estimated accuracy of +/- 6 seconds.
 HG0681
 HG0681.The orthometric height was determined by differential leveling
 HG0681.and adjusted by the National Geodetic Survey in June 1991..
 HG0681
 HG0681.The geoid height was determined by GEOID03.
 HG0681
 HG0681.The dynamic height is computed by dividing the NAVD 88
 HG0681.geopotential number by the normal gravity value computed on the
 HG0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0681.degrees latitude (g = 980.6199 gals.).
 HG0681
 HG0681.The modeled gravity was interpolated from observed gravity values.
 HG0681
 HG0681;                    North         East    Units  Estimated Accuracy
 HG0681;SPC KS S     -   505,400.      346,220.      MT  (+/- 180 meters Scaled)
 HG0681
 HG0681                          SUPERSEDED SURVEY CONTROL
 HG0681
 HG0681.No superseded survey control is available for this station.
 HG0681
 HG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG903630(NAD 83)
 HG0681_MARKER: DV = VERTICAL CONTROL DISK
 HG0681_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HG0681_SP_SET: ELEVATOR
 HG0681_STAMPING: F 357 1986
 HG0681_MARK LOGO: NGS   
 HG0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0681+STABILITY: POSITION/ELEVATION WELL
 HG0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0681+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1997
 HG0681
 HG0681  HISTORY     - Date     Condition        Report By
 HG0681  HISTORY     - 1986     MONUMENTED       NGS
 HG0681  HISTORY     - 19971022 GOOD             NGS
 HG0681
 HG0681                          STATION DESCRIPTION
 HG0681
 HG0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0681'IN HAVILAND.
 HG0681'IN HAVILAND, VERTICALLY, IN THE SOUTH FACE OF AND BETWEEN THE
 HG0681'SOUTHWEST AND MIDDLE SILOS OF THE HAVILAND CO-OP ELEVATORS, 14.3
 HG0681'METERS (47 FT) NORTH OF THE CENTER OF OLD US HIGHWAY 54 AND 6.4 METERS
 HG0681'(21 FT) NORTH OF THE CENTER OF THE WEST VEHICLE DOORWAY FOR THE GRAIN
 HG0681'ELEVATOR GRAIN DUMP.
 HG0681'THE MARK IS 1.3 M ABOVE THE GROUND.
 HG0681
 HG0681                          STATION RECOVERY (1997)
 HG0681
 HG0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HG0681'IN HAVILAND, AT THE INTERSECTION OF COTTONWOOD AND EMPORIA STREETS,
 HG0681'SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHWESTERLY GROUP OF
 HG0681'SILOS AT THE HAVILAND CO-OP GRAIN ELEVATORS, 14.3 M (46.9 FT) NORTH OF
 HG0681'THE CENTER OF COTTONWOOD STREET, 8.9 M (29.2 FT) WEST OF THE EXTENDED
 HG0681'CENTER OF EMPORIA STREET, 6.4 M (21.0 FT) NORTH OF THE CENTER OF THE
 HG0681'WEST ENTRANCE TO THE GRAIN DUMP, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF
 HG0681'THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0435 ***********************************************************************
 JH0435  DESIGNATION -  F 358
 JH0435  PID         -  JH0435
 JH0435  STATE/COUNTY-  KS/FINNEY
 JH0435  USGS QUAD   -  TENNIS (1976)
 JH0435
 JH0435                         *CURRENT SURVEY CONTROL
 JH0435  ___________________________________________________________________
 JH0435* NAD 83(1986)-  38 09 48.     (N)    100 53 02.     (W)     SCALED    
 JH0435* NAVD 88     -       878.711  (meters)    2882.90   (feet)  ADJUSTED  
 JH0435  ___________________________________________________________________
 JH0435  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 JH0435  DYNAMIC HT  -         877.948 (meters)    2880.40  (feet)  COMP
 JH0435  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 JH0435
 JH0435  VERT ORDER  -  FIRST     CLASS II
 JH0435
 JH0435.The horizontal coordinates were scaled from a topographic map and have
 JH0435.an estimated accuracy of +/- 6 seconds.
 JH0435
 JH0435.The orthometric height was determined by differential leveling
 JH0435.and adjusted by the National Geodetic Survey in June 1991..
 JH0435
 JH0435.The geoid height was determined by GEOID03.
 JH0435
 JH0435.The dynamic height is computed by dividing the NAVD 88
 JH0435.geopotential number by the normal gravity value computed on the
 JH0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0435.degrees latitude (g = 980.6199 gals.).
 JH0435
 JH0435.The modeled gravity was interpolated from observed gravity values.
 JH0435
 JH0435;                    North         East    Units  Estimated Accuracy
 JH0435;SPC KS S     -   568,780.      191,120.      MT  (+/- 180 meters Scaled)
 JH0435
 JH0435                          SUPERSEDED SURVEY CONTROL
 JH0435
 JH0435.No superseded survey control is available for this station.
 JH0435
 JH0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH349256(NAD 83)
 JH0435_MARKER: I = METAL ROD
 JH0435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0435_SP_SET: STAINLESS STEEL ROD
 JH0435_STAMPING: F 358 1986
 JH0435_MARK LOGO: NGS   
 JH0435_PROJECTION: FLUSH
 JH0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0435_ROD/PIPE-DEPTH: 13.4 meters
 JH0435
 JH0435  HISTORY     - Date     Condition        Report By
 JH0435  HISTORY     - 1986     MONUMENTED       NGS
 JH0435
 JH0435                          STATION DESCRIPTION
 JH0435
 JH0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0435'21.0 KM (13.05 MI) NORTH FROM GARDEN CITY.
 JH0435'21.05 KM (13.15 MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0435'HIGHWAY 50 WEST AT GARDEN CITY, NEAR MILEPOST 84, IN THE SOUTHWEST
 JH0435'CORNER OF THE JUNCTION OF A DIRT ROAD, 22.7 METERS (74.5 FT) WEST OF
 JH0435'THE HIGHWAY CENTERLINE, 80.6 METERS (264.5 FT) NORTHWEST OF THE
 JH0435'MILEPOST, 19.5 METERS (64 FT) SOUTH OF THE CENTER OF THE ROAD, 5.3
 JH0435'METERS (17.5 FT) SOUTH OF A POWER POLE WITH A GUY WIRE AND 0.6 METER
 JH0435'(2 FT) NORTH OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM
 JH0435'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0435'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0435'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0709 ***********************************************************************
 HG0709  DESIGNATION -  F 359
 HG0709  PID         -  HG0709
 HG0709  STATE/COUNTY-  KS/PRATT
 HG0709  USGS QUAD   -  PRATT (1968)
 HG0709
 HG0709                         *CURRENT SURVEY CONTROL
 HG0709  ___________________________________________________________________
 HG0709* NAD 83(1986)-  37 38 43.     (N)    098 38 55.     (W)     SCALED    
 HG0709* NAVD 88     -       542.401  (meters)    1779.53   (feet)  ADJUSTED  
 HG0709  ___________________________________________________________________
 HG0709  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 HG0709  DYNAMIC HT  -         541.946 (meters)    1778.03  (feet)  COMP
 HG0709  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 HG0709
 HG0709  VERT ORDER  -  FIRST     CLASS II
 HG0709
 HG0709.The horizontal coordinates were scaled from a topographic map and have
 HG0709.an estimated accuracy of +/- 6 seconds.
 HG0709
 HG0709.The orthometric height was determined by differential leveling
 HG0709.and adjusted by the National Geodetic Survey in June 1991..
 HG0709
 HG0709.The geoid height was determined by GEOID03.
 HG0709
 HG0709.The dynamic height is computed by dividing the NAVD 88
 HG0709.geopotential number by the normal gravity value computed on the
 HG0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0709.degrees latitude (g = 980.6199 gals.).
 HG0709
 HG0709.The modeled gravity was interpolated from observed gravity values.
 HG0709
 HG0709;                    North         East    Units  Estimated Accuracy
 HG0709;SPC KS S     -   508,620.      386,890.      MT  (+/- 180 meters Scaled)
 HG0709
 HG0709                          SUPERSEDED SURVEY CONTROL
 HG0709
 HG0709.No superseded survey control is available for this station.
 HG0709
 HG0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG309665(NAD 83)
 HG0709_MARKER: I = METAL ROD
 HG0709_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0709_SP_SET: STAINLESS STEEL ROD
 HG0709_STAMPING: F 359 1986
 HG0709_MARK LOGO: NGS   
 HG0709_PROJECTION: FLUSH
 HG0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0709_ROD/PIPE-DEPTH: 13.4 meters
 HG0709
 HG0709  HISTORY     - Date     Condition        Report By
 HG0709  HISTORY     - 1986     MONUMENTED       NGS
 HG0709
 HG0709                          STATION DESCRIPTION
 HG0709
 HG0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0709'7.9 KM (4.9 MI) EAST FROM PRATT.
 HG0709'7.89 KM (4.93 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US
 HG0709'HIGHWAY 281 AT PRATT, 0.11 KM (0.07 MI) WEST OF THE CROSSING OF THE
 HG0709'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 0.16 KM (0.10 MI) EAST OF
 HG0709'MILEPOST 143, 18.3 METERS (60.5 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 HG0709'22.8 METERS (75 FT) NORTH OF THE NORTH RAIL AND 1.0 METER (3.5 FT)
 HG0709'WEST OF A CONCRETE RIGHT OF WAY MARKER.  NOTE--ACCESS TO DATUM POINT
 HG0709'IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0709'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0709'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0353 ***********************************************************************
 HG0353  DESIGNATION -  F 36
 HG0353  PID         -  HG0353
 HG0353  STATE/COUNTY-  KS/PRATT
 HG0353  USGS QUAD   -  PRATT (1968)
 HG0353
 HG0353                         *CURRENT SURVEY CONTROL
 HG0353  ___________________________________________________________________
 HG0353* NAD 83(1986)-  37 38 09.     (N)    098 44 21.     (W)     SCALED    
 HG0353* NAVD 88     -       563.781  (meters)    1849.67   (feet)  ADJUSTED  
 HG0353  ___________________________________________________________________
 HG0353  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 HG0353  DYNAMIC HT  -         563.307 (meters)    1848.12  (feet)  COMP
 HG0353  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
 HG0353
 HG0353  VERT ORDER  -  FIRST     CLASS II
 HG0353
 HG0353.The horizontal coordinates were scaled from a topographic map and have
 HG0353.an estimated accuracy of +/- 6 seconds.
 HG0353
 HG0353.The orthometric height was determined by differential leveling
 HG0353.and adjusted by the National Geodetic Survey in June 1991..
 HG0353
 HG0353.The geoid height was determined by GEOID03.
 HG0353
 HG0353.The dynamic height is computed by dividing the NAVD 88
 HG0353.geopotential number by the normal gravity value computed on the
 HG0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0353.degrees latitude (g = 980.6199 gals.).
 HG0353
 HG0353.The modeled gravity was interpolated from observed gravity values.
 HG0353
 HG0353;                    North         East    Units  Estimated Accuracy
 HG0353;SPC KS S     -   507,590.      378,890.      MT  (+/- 180 meters Scaled)
 HG0353
 HG0353                          SUPERSEDED SURVEY CONTROL
 HG0353
 HG0353  NGVD 29 (??/??/92)  563.543  (m)         1848.89   (f) ADJ UNCH    1 2
 HG0353
 HG0353.Superseded values are not recommended for survey control.
 HG0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0353.See file dsdata.txt to determine how the superseded data were derived.
 HG0353
 HG0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG230654(NAD 83)
 HG0353_MARKER: DB = BENCH MARK DISK
 HG0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0353_STAMPING: F 36 1934
 HG0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0353+STABILITY: SURFACE MOTION
 HG0353
 HG0353  HISTORY     - Date     Condition        Report By
 HG0353  HISTORY     - 1934     MONUMENTED       CGS
 HG0353  HISTORY     - 1966     POOR             USGS
 HG0353
 HG0353                          STATION DESCRIPTION
 HG0353
 HG0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0353'AT PRATT.
 HG0353'AT PRATT, PRATT COUNTY, ABOUT 75 YARDS SOUTH OF THE ATCHISON,
 HG0353'TOPEKA AND SANTA FE RAILWAY STATION, 45 FEET SOUTH OF THE CENTER
 HG0353'LINE OF THE TRACK, AND 42 FEET EAST OF THE CENTER LINE OF MAIN
 HG0353'STREET.  A STANDARD DISK, STAMPED F 36 1934 AND SET IN THE TOP
 HG0353'OF A CONCRETE POST.
 HG0353
 HG0353                          STATION RECOVERY (1966)
 HG0353
 HG0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HG0353'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0732 ***********************************************************************
 HG0732  DESIGNATION -  F 360
 HG0732  PID         -  HG0732
 HG0732  STATE/COUNTY-  KS/KINGMAN
 HG0732  USGS QUAD   -  PENALOSA (1967)
 HG0732
 HG0732                         *CURRENT SURVEY CONTROL
 HG0732  ___________________________________________________________________
 HG0732* NAD 83(1986)-  37 38 40.     (N)    098 16 36.     (W)     SCALED    
 HG0732* NAVD 88     -       483.683  (meters)    1586.88   (feet)  ADJUSTED  
 HG0732  ___________________________________________________________________
 HG0732  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 HG0732  DYNAMIC HT  -         483.280 (meters)    1585.56  (feet)  COMP
 HG0732  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 HG0732
 HG0732  VERT ORDER  -  FIRST     CLASS II
 HG0732
 HG0732.The horizontal coordinates were scaled from a topographic map and have
 HG0732.an estimated accuracy of +/- 6 seconds.
 HG0732
 HG0732.The orthometric height was determined by differential leveling
 HG0732.and adjusted by the National Geodetic Survey in June 1991..
 HG0732
 HG0732.The geoid height was determined by GEOID03.
 HG0732
 HG0732.The dynamic height is computed by dividing the NAVD 88
 HG0732.geopotential number by the normal gravity value computed on the
 HG0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0732.degrees latitude (g = 980.6199 gals.).
 HG0732
 HG0732.The modeled gravity was interpolated from observed gravity values.
 HG0732
 HG0732;                    North         East    Units  Estimated Accuracy
 HG0732;SPC KS S     -   508,540.      419,710.      MT  (+/- 180 meters Scaled)
 HG0732
 HG0732                          SUPERSEDED SURVEY CONTROL
 HG0732
 HG0732.No superseded survey control is available for this station.
 HG0732
 HG0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG638666(NAD 83)
 HG0732_MARKER: I = METAL ROD
 HG0732_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG0732_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG0732_STAMPING: F 360 1986
 HG0732_MARK LOGO: NGS   
 HG0732_PROJECTION: FLUSH
 HG0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0732+STABILITY: POSITION/ELEVATION WELL
 HG0732_ROD/PIPE-DEPTH: 17.5 meters
 HG0732_SLEEVE-DEPTH  : 6.1 meters
 HG0732
 HG0732  HISTORY     - Date     Condition        Report By
 HG0732  HISTORY     - 1986     MONUMENTED       NGS
 HG0732
 HG0732                          STATION DESCRIPTION
 HG0732
 HG0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0732'14.7 KM (9.15 MI) WEST FROM KINGMAN.
 HG0732'14.68 KM (9.17 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF STATE
 HG0732'HIGHWAY 14 SOUTH AT KINGMAN, IN THE SOUTHEAST CORNER OF THE T JUNCTION
 HG0732'OF A GRAVEL ROAD LEADING TO THE KINGMAN COUNTY GAME MANAGEMENT
 HG0732'HEADQUATERS, 0.77 KM (0.48 MI) EAST OF MILEPOST 163, ALSO 13.35 KM
 HG0732'(8.34 MI) EAST OF CUNNINGHAM, 107.0 METERS (351 FT) SOUTH OF THE
 HG0732'HIGHWAY CENTERLINE AND 15.8 METERS (52 FT) EAST OF THE CENTER OF THE
 HG0732'ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0732'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HG0732'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0479 ***********************************************************************
 JH0479  DESIGNATION -  F 361
 JH0479  PID         -  JH0479
 JH0479  STATE/COUNTY-  KS/LOGAN
 JH0479  USGS QUAD   -  ELKADER NE (1972)
 JH0479
 JH0479                         *CURRENT SURVEY CONTROL
 JH0479  ___________________________________________________________________
 JH0479* NAD 83(1986)-  38 52 37.     (N)    100 51 19.     (W)     SCALED    
 JH0479* NAVD 88     -       873.678  (meters)    2866.39   (feet)  ADJUSTED  
 JH0479  ___________________________________________________________________
 JH0479  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 JH0479  DYNAMIC HT  -         872.975 (meters)    2864.09  (feet)  COMP
 JH0479  MODELED GRAV-     979,794.2   (mgal)                       NAVD 88
 JH0479
 JH0479  VERT ORDER  -  FIRST     CLASS II
 JH0479
 JH0479.The horizontal coordinates were scaled from a topographic map and have
 JH0479.an estimated accuracy of +/- 6 seconds.
 JH0479
 JH0479.The orthometric height was determined by differential leveling
 JH0479.and adjusted by the National Geodetic Survey in June 1991..
 JH0479
 JH0479.The geoid height was determined by GEOID03.
 JH0479
 JH0479.The dynamic height is computed by dividing the NAVD 88
 JH0479.geopotential number by the normal gravity value computed on the
 JH0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0479.degrees latitude (g = 980.6199 gals.).
 JH0479
 JH0479.The modeled gravity was interpolated from observed gravity values.
 JH0479
 JH0479;                    North         East    Units  Estimated Accuracy
 JH0479;SPC KS N     -    64,250.      152,280.      MT  (+/- 180 meters Scaled)
 JH0479
 JH0479                          SUPERSEDED SURVEY CONTROL
 JH0479
 JH0479  NGVD 29 (02/14/92)  873.338  (m)         2865.28   (f) ADJUSTED    1 2
 JH0479
 JH0479.Superseded values are not recommended for survey control.
 JH0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0479.See file dsdata.txt to determine how the superseded data were derived.
 JH0479
 JH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ390047(NAD 83)
 JH0479_MARKER: I = METAL ROD
 JH0479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0479_SP_SET: STAINLESS STEEL ROD
 JH0479_STAMPING: F 361 1986
 JH0479_MARK LOGO: NGS   
 JH0479_PROJECTION: FLUSH
 JH0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0479_ROD/PIPE-DEPTH: 6.7  meters
 JH0479
 JH0479  HISTORY     - Date     Condition        Report By
 JH0479  HISTORY     - 1986     MONUMENTED       NGS
 JH0479
 JH0479                          STATION DESCRIPTION
 JH0479
 JH0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0479'26.6 KM (16.5 MI) SOUTH FROM OAKLEY.
 JH0479'26.62 KM (16.63 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0479'HIGHWAY 40 AT OAKLEY, 0.70 KM (0.43 MI) SOUTH OF MILEPOST 135,
 JH0479'17.6 METERS (58 FT) WEST OF THE HIGHWAY CENTERLINE, 5.9 METERS (19.5
 JH0479'FT) NORTH OF THE EXTENDED CENTER OF THE NORTH ENTRANCE ROAD LEADING TO
 JH0479'A HIGHWAY DEPARTMENT GRAVEL YARD AND 0.6 METER (2 FT) EAST OF A
 JH0479'CONCRETE RIGHT OF WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD
 JH0479'THROUGH A 5-INCH LOGO CAP.
 JH0479'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0479'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0574 ***********************************************************************
 KH0574  DESIGNATION -  F 362
 KH0574  PID         -  KH0574
 KH0574  STATE/COUNTY-  KS/GOVE
 KH0574  USGS QUAD   -  PARK (1979)
 KH0574
 KH0574                         *CURRENT SURVEY CONTROL
 KH0574  ___________________________________________________________________
 KH0574* NAD 83(1986)-  39 06 36.     (N)    100 21 48.     (W)     SCALED    
 KH0574* NAVD 88     -       837.808  (meters)    2748.71   (feet)  ADJUSTED  
 KH0574  ___________________________________________________________________
 KH0574  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 KH0574  DYNAMIC HT  -         837.163 (meters)    2746.59  (feet)  COMP
 KH0574  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 KH0574
 KH0574  VERT ORDER  -  FIRST     CLASS II
 KH0574
 KH0574.The horizontal coordinates were scaled from a topographic map and have
 KH0574.an estimated accuracy of +/- 6 seconds.
 KH0574
 KH0574.The orthometric height was determined by differential leveling
 KH0574.and adjusted by the National Geodetic Survey in June 1991..
 KH0574
 KH0574.The geoid height was determined by GEOID03.
 KH0574
 KH0574.The dynamic height is computed by dividing the NAVD 88
 KH0574.geopotential number by the normal gravity value computed on the
 KH0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0574.degrees latitude (g = 980.6199 gals.).
 KH0574
 KH0574.The modeled gravity was interpolated from observed gravity values.
 KH0574
 KH0574;                    North         East    Units  Estimated Accuracy
 KH0574;SPC KS N     -    88,890.      195,620.      MT  (+/- 180 meters Scaled)
 KH0574
 KH0574                          SUPERSEDED SURVEY CONTROL
 KH0574
 KH0574  NGVD 29 (02/14/92)  837.488  (m)         2747.66   (f) ADJUSTED    1 2
 KH0574
 KH0574.Superseded values are not recommended for survey control.
 KH0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0574.See file dsdata.txt to determine how the superseded data were derived.
 KH0574
 KH0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ821298(NAD 83)
 KH0574_MARKER: DB = BENCH MARK DISK
 KH0574_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KH0574_SP_SET: GRAIN ELEVATOR
 KH0574_STAMPING: F 362 1986
 KH0574_MARK LOGO: NGS   
 KH0574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KH0574+STABILITY: POSITION/ELEVATION WELL
 KH0574
 KH0574  HISTORY     - Date     Condition        Report By
 KH0574  HISTORY     - 1986     MONUMENTED       NGS
 KH0574
 KH0574                          STATION DESCRIPTION
 KH0574
 KH0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KH0574'IN PARK.
 KH0574'IN PARK, VERTICALLY IN THE NORTH FACE OF THE NORTH SILO OF THE WEST 1
 KH0574'OF 2 PARK GRAIN COMPANY ELEVATORS, 10.6 METERS (35 FT) SOUTH OF THE
 KH0574'CENTER OF A GRAVEL ROAD AND 5.6 METERS (18.5 FT) SOUTHEAST OF A POWER
 KH0574'POLE.
 KH0574'THE MARK IS 0.9 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0666 ***********************************************************************
 HH0666  DESIGNATION -  F 363
 HH0666  PID         -  HH0666
 HH0666  STATE/COUNTY-  KS/KEARNY
 HH0666  USGS QUAD   -  LAKIN (1978)
 HH0666
 HH0666                         *CURRENT SURVEY CONTROL
 HH0666  ___________________________________________________________________
 HH0666* NAD 83(1986)-  37 56 38.     (N)    101 16 32.     (W)     SCALED    
 HH0666* NAVD 88     -       927.352  (meters)    3042.49   (feet)  ADJUSTED  
 HH0666  ___________________________________________________________________
 HH0666  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 HH0666  DYNAMIC HT  -         926.499 (meters)    3039.69  (feet)  COMP
 HH0666  MODELED GRAV-     979,678.5   (mgal)                       NAVD 88
 HH0666
 HH0666  VERT ORDER  -  FIRST     CLASS II
 HH0666
 HH0666.The horizontal coordinates were scaled from a topographic map and have
 HH0666.an estimated accuracy of +/- 6 seconds.
 HH0666
 HH0666.The orthometric height was determined by differential leveling
 HH0666.and adjusted by the National Geodetic Survey in June 1991..
 HH0666
 HH0666.The geoid height was determined by GEOID03.
 HH0666
 HH0666.The dynamic height is computed by dividing the NAVD 88
 HH0666.geopotential number by the normal gravity value computed on the
 HH0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0666.degrees latitude (g = 980.6199 gals.).
 HH0666
 HH0666.The modeled gravity was interpolated from observed gravity values.
 HH0666
 HH0666;                    North         East    Units  Estimated Accuracy
 HH0666;SPC KS S     -   545,380.      156,080.      MT  (+/- 180 meters Scaled)
 HH0666
 HH0666                          SUPERSEDED SURVEY CONTROL
 HH0666
 HH0666.No superseded survey control is available for this station.
 HH0666
 HH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH000020(NAD 83)
 HH0666_MARKER: I = METAL ROD
 HH0666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0666_SP_SET: STAINLESS STEEL ROD
 HH0666_STAMPING: F 363 1986
 HH0666_MARK LOGO: NGS   
 HH0666_PROJECTION: FLUSH
 HH0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0666_ROD/PIPE-DEPTH: 17.1 meters
 HH0666
 HH0666  HISTORY     - Date     Condition        Report By
 HH0666  HISTORY     - 1986     MONUMENTED       NGS
 HH0666
 HH0666                          STATION DESCRIPTION
 HH0666
 HH0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0666'1.5 KM (0.95 MI) WEST FROM LAKIN.
 HH0666'1.5 KM (0.95 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0666'ROUTE 25 IN LAKIN, NEAR MILEPOST 43, 0.16 KM (0.1 MI) EAST OF A BRIDGE
 HH0666'OVER AMAZON CREEK, 18.3 METERS (60 FT) SOUTH OF THE HIGHWAY
 HH0666'CENTERLINE, 27.7 METERS (91 FT) SOUTHEAST OF THE MILEPOST, 49.8 METERS
 HH0666'(163.5 FT) EAST OF THE EAST 1 OF 2 TELEPHONE JUNCTION BOXES T2-L2 AND
 HH0666'0.3 METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 HH0666'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0666'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HH0666'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0460 ***********************************************************************
 JH0460  DESIGNATION -  F 364
 JH0460  PID         -  JH0460
 JH0460  STATE/COUNTY-  KS/SCOTT
 JH0460  USGS QUAD   -  LAKE SCOTT SW (1978)
 JH0460
 JH0460                         *CURRENT SURVEY CONTROL
 JH0460  ___________________________________________________________________
 JH0460* NAD 83(1986)-  38 34 10.     (N)    100 54 27.     (W)     SCALED    
 JH0460* NAVD 88     -       910.953  (meters)    2988.68   (feet)  ADJUSTED  
 JH0460  ___________________________________________________________________
 JH0460  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 JH0460  DYNAMIC HT  -         910.190 (meters)    2986.18  (feet)  COMP
 JH0460  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 JH0460
 JH0460  VERT ORDER  -  FIRST     CLASS II
 JH0460
 JH0460.The horizontal coordinates were scaled from a topographic map and have
 JH0460.an estimated accuracy of +/- 6 seconds.
 JH0460
 JH0460.The orthometric height was determined by differential leveling
 JH0460.and adjusted by the National Geodetic Survey in June 1991..
 JH0460
 JH0460.The geoid height was determined by GEOID03.
 JH0460
 JH0460.The dynamic height is computed by dividing the NAVD 88
 JH0460.geopotential number by the normal gravity value computed on the
 JH0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0460.degrees latitude (g = 980.6199 gals.).
 JH0460
 JH0460.The modeled gravity was interpolated from observed gravity values.
 JH0460
 JH0460;                    North         East    Units  Estimated Accuracy
 JH0460;SPC KS S     -   613,900.      190,210.      MT  (+/- 180 meters Scaled)
 JH0460
 JH0460                          SUPERSEDED SURVEY CONTROL
 JH0460
 JH0460.No superseded survey control is available for this station.
 JH0460
 JH0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH338707(NAD 83)
 JH0460_MARKER: DB = BENCH MARK DISK
 JH0460_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JH0460+WITH SETTING: PAVEMENT
 JH0460_SP_SET: WELL PAD
 JH0460_STAMPING: F 364 1986
 JH0460_MARK LOGO: NGS   
 JH0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JH0460+STABILITY: POSITION/ELEVATION WELL
 JH0460
 JH0460  HISTORY     - Date     Condition        Report By
 JH0460  HISTORY     - 1986     MONUMENTED       NGS
 JH0460
 JH0460                          STATION DESCRIPTION
 JH0460
 JH0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0460'9.4 KM (5.85 MI) NORTH FROM SCOTT CITY.
 JH0460'9.45 KM (5.9 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0460'SCOTT CITY, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT ROAD
 JH0460'LEADING WEST, IN TOP OF THE NORTHEAST CORNER OF A 6 BY 6 FOOT CONCRETE
 JH0460'WELL PAD ATTACHED TO A WELL CASING 175-FEET DEEP, 0.78 KM (0.5 MI)
 JH0460'SOUTH OF MILEPOST 113, 25.0 METERS (82 FT) WEST OF THE HIGHWAY
 JH0460'CENTERLINE, 24.7 METERS (81 FT) SOUTH OF THE CENTER OF THE ROAD AND
 JH0460'1.2 METERS (4 FT) NORTHEAST OF THE CENTER OF THE IRRIGATION PUMP.
 JH0460'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0485 ***********************************************************************
 KG0485  DESIGNATION -  F 365
 KG0485  PID         -  KG0485
 KG0485  STATE/COUNTY-  KS/GRAHAM
 KG0485  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0485
 KG0485                         *CURRENT SURVEY CONTROL
 KG0485  ___________________________________________________________________
 KG0485* NAD 83(1986)-  39 22 44.     (N)    099 50 43.     (W)     SCALED    
 KG0485* NAVD 88     -       675.991  (meters)    2217.81   (feet)  ADJUSTED  
 KG0485  ___________________________________________________________________
 KG0485  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 KG0485  DYNAMIC HT  -         675.510 (meters)    2216.24  (feet)  COMP
 KG0485  MODELED GRAV-     979,893.4   (mgal)                       NAVD 88
 KG0485
 KG0485  VERT ORDER  -  FIRST     CLASS II
 KG0485
 KG0485.The horizontal coordinates were scaled from a topographic map and have
 KG0485.an estimated accuracy of +/- 6 seconds.
 KG0485
 KG0485.The orthometric height was determined by differential leveling
 KG0485.and adjusted by the National Geodetic Survey in June 1991..
 KG0485
 KG0485.The geoid height was determined by GEOID03.
 KG0485
 KG0485.The dynamic height is computed by dividing the NAVD 88
 KG0485.geopotential number by the normal gravity value computed on the
 KG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0485.degrees latitude (g = 980.6199 gals.).
 KG0485
 KG0485.The modeled gravity was interpolated from observed gravity values.
 KG0485
 KG0485;                    North         East    Units  Estimated Accuracy
 KG0485;SPC KS N     -   117,690.      241,020.      MT  (+/- 180 meters Scaled)
 KG0485
 KG0485                          SUPERSEDED SURVEY CONTROL
 KG0485
 KG0485  NGVD 29 (02/14/92)  675.705  (m)         2216.88   (f) ADJUSTED    1 2
 KG0485
 KG0485.Superseded values are not recommended for survey control.
 KG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0485.See file dsdata.txt to determine how the superseded data were derived.
 KG0485
 KG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ271591(NAD 83)
 KG0485_MARKER: I = METAL ROD
 KG0485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0485_SP_SET: STAINLESS STEEL ROD
 KG0485_STAMPING: F 365 1986
 KG0485_MARK LOGO: NGS   
 KG0485_PROJECTION: FLUSH
 KG0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0485_ROD/PIPE-DEPTH: 10.9 meters
 KG0485
 KG0485  HISTORY     - Date     Condition        Report By
 KG0485  HISTORY     - 1986     MONUMENTED       NGS
 KG0485  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KG0485
 KG0485                          STATION DESCRIPTION
 KG0485
 KG0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0485'1.6 KM (1.0 MI) NORTH FROM HILL CITY.
 KG0485'1.58 KM (0.98 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0485'HIGHWAY 24 AT HILL CITY, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A
 KG0485'DIRT ROAD, 0.97 KM (0.60 MI) SOUTH OF MILEPOST 173, 17.9 METERS (59
 KG0485'FT) EAST OF THE HIGHWAY CENTERLINE, 8.8 METERS (29 FT) SOUTH OF THE
 KG0485'CENTER OF THE ROAD, 2.4 METERS (8 FT) SOUTH OF A FENCE CORNER AND
 KG0485'0.3 METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KG0485'THROUGH A 5-INCH LOGO CAP.
 KG0485'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KG0485'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KG0485
 KG0485                          STATION RECOVERY (2006)
 KG0485
 KG0485'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0485'SEARCHED FOR BUT DID NOT FIND METAL ROD F 365.  THERE IS, HOWEVER, AN
 KG0485'NGS VERTICAL CONTROL MARK STAMPED F 365 RESET 2004 WITHIN 25 FEET OF
 KG0485'THE DESCRIBED LOCATION.  THE VERTICAL CONTROL MARK IS ABOUT 81 FEET
 KG0485'EAST OF THE CENTERLINE OF US HIGHWAY 283, 24.9 FEET SOUTH OF THE
 KG0485'CENTERLINE OF R ROAD (FORMERLY AIRPORT ROAD), 6.5 FEET SOUTHWEST OF A
 KG0485'METAL SIGN POLE, AND AT HANDHELD COORDINATES N39-22-44.46
 KG0485'W099-50-43.62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1065 ***********************************************************************
 KE1065  DESIGNATION -  F 367
 KE1065  PID         -  KE1065
 KE1065  STATE/COUNTY-  KS/SHAWNEE
 KE1065  USGS QUAD   -  TOPEKA (1983)
 KE1065
 KE1065                         *CURRENT SURVEY CONTROL
 KE1065  ___________________________________________________________________
 KE1065* NAD 83(1986)-  39 03 39.     (N)    095 39 38.     (W)     SCALED    
 KE1065* NAVD 88     -       271.344  (meters)     890.23   (feet)  ADJUSTED  
 KE1065  ___________________________________________________________________
 KE1065  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 KE1065  DYNAMIC HT  -         271.167 (meters)     889.65  (feet)  COMP
 KE1065  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 KE1065
 KE1065  VERT ORDER  -  FIRST     CLASS II
 KE1065
 KE1065.The horizontal coordinates were scaled from a topographic map and have
 KE1065.an estimated accuracy of +/- 6 seconds.
 KE1065
 KE1065.The orthometric height was determined by differential leveling
 KE1065.and adjusted by the National Geodetic Survey in June 1991..
 KE1065
 KE1065.The geoid height was determined by GEOID03.
 KE1065
 KE1065.The dynamic height is computed by dividing the NAVD 88
 KE1065.geopotential number by the normal gravity value computed on the
 KE1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1065.degrees latitude (g = 980.6199 gals.).
 KE1065
 KE1065.The modeled gravity was interpolated from observed gravity values.
 KE1065
 KE1065;                    North         East    Units  Estimated Accuracy
 KE1065;SPC KS N     -    83,380.      602,450.      MT  (+/- 180 meters Scaled)
 KE1065
 KE1065                          SUPERSEDED SURVEY CONTROL
 KE1065
 KE1065.No superseded survey control is available for this station.
 KE1065
 KE1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD697268(NAD 83)
 KE1065_MARKER: DB = BENCH MARK DISK
 KE1065_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1065_SP_SET: BRIDGE ABUTMENT
 KE1065_STAMPING: F 367 1986
 KE1065_MARK LOGO: NGS   
 KE1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1065+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 KE1065
 KE1065  HISTORY     - Date     Condition        Report By
 KE1065  HISTORY     - 1986     MONUMENTED       NGS
 KE1065  HISTORY     - 20051126 GOOD             GEOCAC
 KE1065
 KE1065                          STATION DESCRIPTION
 KE1065
 KE1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1065'IN TOPEKA.
 KE1065'IN TOPEKA, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND THE KANSAS
 KE1065'RIVER, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST END OF THE SOUTH
 KE1065'CONCRETE ABUTMENT OF THE RAILROAD BRIDGE SPANNING THE RIVER, 15.4 M
 KE1065'(50.5 FT) SOUTH OF THE CENTER OF THE RIVER ROAD, AND 2.3 M (7.5 FT)
 KE1065'WEST OF THE NEAR RAIL.
 KE1065'THE MARK IS 1.2 M BELOW THE TRACKS.
 KE1065
 KE1065                          STATION RECOVERY (2005)
 KE1065
 KE1065'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1065'HH2 (NAD83) N39 03 39.5 W95 39 37.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1580 ***********************************************************************
 JE1580  DESIGNATION -  F 368
 JE1580  PID         -  JE1580
 JE1580  STATE/COUNTY-  KS/DOUGLAS
 JE1580  USGS QUAD   -  CLINTON (1983)
 JE1580
 JE1580                         *CURRENT SURVEY CONTROL
 JE1580  ___________________________________________________________________
 JE1580* NAD 83(1986)-  38 59 20.     (N)    095 22 43.     (W)     SCALED    
 JE1580* NAVD 88     -       323.834  (meters)    1062.45   (feet)  ADJUSTED  
 JE1580  ___________________________________________________________________
 JE1580  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JE1580  DYNAMIC HT  -         323.620 (meters)    1061.74  (feet)  COMP
 JE1580  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 JE1580
 JE1580  VERT ORDER  -  FIRST     CLASS II
 JE1580
 JE1580.The horizontal coordinates were scaled from a topographic map and have
 JE1580.an estimated accuracy of +/- 6 seconds.
 JE1580
 JE1580.The orthometric height was determined by differential leveling
 JE1580.and adjusted by the National Geodetic Survey in June 1991..
 JE1580
 JE1580.The geoid height was determined by GEOID03.
 JE1580
 JE1580.The dynamic height is computed by dividing the NAVD 88
 JE1580.geopotential number by the normal gravity value computed on the
 JE1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1580.degrees latitude (g = 980.6199 gals.).
 JE1580
 JE1580.The modeled gravity was interpolated from observed gravity values.
 JE1580
 JE1580;                    North         East    Units  Estimated Accuracy
 JE1580;SPC KS N     -    76,060.      627,080.      MT  (+/- 180 meters Scaled)
 JE1580
 JE1580                          SUPERSEDED SURVEY CONTROL
 JE1580
 JE1580.No superseded survey control is available for this station.
 JE1580
 JE1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD939182(NAD 83)
 JE1580_MARKER: I = METAL ROD
 JE1580_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JE1580_SP_SET: STAINLESS STEEL ROD
 JE1580_STAMPING: F 368 1986
 JE1580_MARK LOGO: NGS   
 JE1580_PROJECTION: FLUSH
 JE1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1580_ROD/PIPE-DEPTH: 5.5  meters
 JE1580
 JE1580  HISTORY     - Date     Condition        Report By
 JE1580  HISTORY     - 1986     MONUMENTED       NGS
 JE1580
 JE1580                          STATION DESCRIPTION
 JE1580
 JE1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1580'12.0 KM (7.45 MI) WEST FROM LAWRENCE.
 JE1580'12.0 KM (7.5 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 JE1580'U.S. HIGHWAY 59 IN LAWRENCE, 11.1 M (36.4 FT) SOUTHWEST OF THE
 JE1580'CENTERLINE OF THE HIGHWAY, AND 1.4 M (4.6 FT) NORTHWEST OF A UTILITY
 JE1580'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JE1580'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST AND FENCE
 JE1580'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1072 ***********************************************************************
 HF1072  DESIGNATION -  F 369
 HF1072  PID         -  HF1072
 HF1072  STATE/COUNTY-  KS/RENO
 HF1072  USGS QUAD   -  ELMER (1961)
 HF1072
 HF1072                         *CURRENT SURVEY CONTROL
 HF1072  ___________________________________________________________________
 HF1072* NAD 83(1986)-  37 54 43.     (N)    097 57 00.     (W)     SCALED    
 HF1072* NAVD 88     -       476.830  (meters)    1564.40   (feet)  ADJUSTED  
 HF1072  ___________________________________________________________________
 HF1072  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 HF1072  DYNAMIC HT  -         476.463 (meters)    1563.20  (feet)  COMP
 HF1072  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 HF1072
 HF1072  VERT ORDER  -  FIRST     CLASS II
 HF1072
 HF1072.The horizontal coordinates were scaled from a topographic map and have
 HF1072.an estimated accuracy of +/- 6 seconds.
 HF1072
 HF1072.The orthometric height was determined by differential leveling
 HF1072.and adjusted by the National Geodetic Survey in June 1991..
 HF1072
 HF1072.The geoid height was determined by GEOID03.
 HF1072
 HF1072.The dynamic height is computed by dividing the NAVD 88
 HF1072.geopotential number by the normal gravity value computed on the
 HF1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1072.degrees latitude (g = 980.6199 gals.).
 HF1072
 HF1072.The modeled gravity was interpolated from observed gravity values.
 HF1072
 HF1072;                    North         East    Units  Estimated Accuracy
 HF1072;SPC KS S     -   538,350.      448,360.      MT  (+/- 180 meters Scaled)
 HF1072
 HF1072                          SUPERSEDED SURVEY CONTROL
 HF1072
 HF1072.No superseded survey control is available for this station.
 HF1072
 HF1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG922965(NAD 83)
 HF1072_MARKER: I = METAL ROD
 HF1072_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HF1072_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HF1072_STAMPING: F 369 1986
 HF1072_MARK LOGO: NGS   
 HF1072_PROJECTION: FLUSH
 HF1072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HF1072+STABILITY: POSITION/ELEVATION WELL
 HF1072_ROD/PIPE-DEPTH: 13.3 meters
 HF1072_SLEEVE-DEPTH  : 13.0 meters
 HF1072
 HF1072  HISTORY     - Date     Condition        Report By
 HF1072  HISTORY     - 1986     MONUMENTED       NGS
 HF1072
 HF1072                          STATION DESCRIPTION
 HF1072
 HF1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HF1072'16.1 KM (10.0 MI) SW FROM HUTCHINSON.
 HF1072'5.0 KM (3.1 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 HF1072'STATE HIGHWAY 61 IN HUTCHINSON, THENCE 11.1 KM (6.9 MI) SOUTHERLY
 HF1072'ALONG THE SANTA FE RAILROAD, 14.0 M (45.9 FT) WEST OF THE NEAR RAIL,
 HF1072'8.7 M (28.5 FT) SOUTH OF THE CENTER OF A DIRT ROAD, 3.5 M (11.5 FT)
 HF1072'EAST OF THE CENTER OF A FIELD ENTRACE, AND 0.8 M (2.6 FT) NORTH OF A
 HF1072'FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HF1072'LOGO CAP.
 HF1072'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST
 HF1072'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0116 ***********************************************************************
 JH0116  DESIGNATION -  F 37
 JH0116  PID         -  JH0116
 JH0116  STATE/COUNTY-  KS/LANE
 JH0116  USGS QUAD   -  HEALY (1974)
 JH0116
 JH0116                         *CURRENT SURVEY CONTROL
 JH0116  ___________________________________________________________________
 JH0116* NAD 83(1986)-  38 36 29.     (N)    100 31 27.     (W)     SCALED    
 JH0116* NAVD 88     -       855.967  (meters)    2808.29   (feet)  ADJUSTED  
 JH0116  ___________________________________________________________________
 JH0116  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 JH0116  DYNAMIC HT  -         855.264 (meters)    2805.98  (feet)  COMP
 JH0116  MODELED GRAV-     979,777.8   (mgal)                       NAVD 88
 JH0116
 JH0116  VERT ORDER  -  SECOND    CLASS 0
 JH0116
 JH0116.The horizontal coordinates were scaled from a topographic map and have
 JH0116.an estimated accuracy of +/- 6 seconds.
 JH0116
 JH0116.The orthometric height was determined by differential leveling
 JH0116.and adjusted by the National Geodetic Survey in June 1991..
 JH0116
 JH0116.The geoid height was determined by GEOID03.
 JH0116
 JH0116.The dynamic height is computed by dividing the NAVD 88
 JH0116.geopotential number by the normal gravity value computed on the
 JH0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0116.degrees latitude (g = 980.6199 gals.).
 JH0116
 JH0116.The modeled gravity was interpolated from observed gravity values.
 JH0116
 JH0116;                    North         East    Units  Estimated Accuracy
 JH0116;SPC KS S     -   617,390.      223,700.      MT  (+/- 180 meters Scaled)
 JH0116
 JH0116                          SUPERSEDED SURVEY CONTROL
 JH0116
 JH0116  NGVD 29 (??/??/92)  855.670  (m)         2807.31   (f) ADJ UNCH    2 0
 JH0116
 JH0116.Superseded values are not recommended for survey control.
 JH0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0116.See file dsdata.txt to determine how the superseded data were derived.
 JH0116
 JH0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH672743(NAD 83)
 JH0116_MARKER: DB = BENCH MARK DISK
 JH0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0116+STABILITY: SURFACE MOTION
 JH0116
 JH0116  HISTORY     - Date     Condition        Report By
 JH0116  HISTORY     - UNK      MONUMENTED       CGS
 JH0116  HISTORY     - 1934     GOOD             NGS
 JH0116
 JH0116                          STATION DESCRIPTION
 JH0116
 JH0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0116'5.1 MI E FROM HEALY.
 JH0116'5.1 MILES EAST BY RAIL LOCATED ALONG THE R. OF W. OF THE MO.
 JH0116'P.R.R. WEST SIDE OF SECTION 3 R29W T17S 110 FT. S.W. POLE
 JH0116'659-37 49 FT SOUTH CENTER LINE OF TRACK 43 FT EAST CENTER
 JH0116'LINE OF COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1058 ***********************************************************************
 KE1058  DESIGNATION -  F 370
 KE1058  PID         -  KE1058
 KE1058  STATE/COUNTY-  KS/SHAWNEE
 KE1058  USGS QUAD   -  SILVER LAKE (1983)
 KE1058
 KE1058                         *CURRENT SURVEY CONTROL
 KE1058  ___________________________________________________________________
 KE1058* NAD 83(1986)-  39 06 22.     (N)    095 51 44.     (W)     SCALED    
 KE1058* NAVD 88     -       278.150  (meters)     912.56   (feet)  ADJUSTED  
 KE1058  ___________________________________________________________________
 KE1058  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 KE1058  DYNAMIC HT  -         277.972 (meters)     911.98  (feet)  COMP
 KE1058  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 KE1058
 KE1058  VERT ORDER  -  FIRST     CLASS II
 KE1058
 KE1058.The horizontal coordinates were scaled from a topographic map and have
 KE1058.an estimated accuracy of +/- 6 seconds.
 KE1058
 KE1058.The orthometric height was determined by differential leveling
 KE1058.and adjusted by the National Geodetic Survey in June 1991..
 KE1058
 KE1058.The geoid height was determined by GEOID03.
 KE1058
 KE1058.The dynamic height is computed by dividing the NAVD 88
 KE1058.geopotential number by the normal gravity value computed on the
 KE1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1058.degrees latitude (g = 980.6199 gals.).
 KE1058
 KE1058.The modeled gravity was interpolated from observed gravity values.
 KE1058
 KE1058;                    North         East    Units  Estimated Accuracy
 KE1058;SPC KS N     -    87,970.      584,890.      MT  (+/- 180 meters Scaled)
 KE1058
 KE1058                          SUPERSEDED SURVEY CONTROL
 KE1058
 KE1058.No superseded survey control is available for this station.
 KE1058
 KE1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD525324(NAD 83)
 KE1058_MARKER: I = METAL ROD
 KE1058_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KE1058_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KE1058_STAMPING: F 370 1986
 KE1058_MARK LOGO: NGS   
 KE1058_PROJECTION: FLUSH
 KE1058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1058+STABILITY: POSITION/ELEVATION WELL
 KE1058_ROD/PIPE-DEPTH: 19.5 meters
 KE1058_SLEEVE-DEPTH  : 7.3 meters
 KE1058
 KE1058  HISTORY     - Date     Condition        Report By
 KE1058  HISTORY     - 1986     MONUMENTED       NGS
 KE1058  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 KE1058
 KE1058                          STATION DESCRIPTION
 KE1058
 KE1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1058'IN SILVER LAKE.
 KE1058'IN SILVER LAKE, AT 105 MASCHE STREET, 69.6 FT) EAST OF THE CENTER OF
 KE1058'THOMAS ROAD, 25.3 M (83.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 KE1058'OF A HOUSE AT 105 MANCHE STREET, 8.9 M (29.2 FT) SOUTH OF THE NEAR
 KE1058'RAIL OF THE MAIN TRACK OF THE UNION PACIFIC RAILROAD, 7.3 M (24.0 FT
 KE1058'NORTH OF THE NEAR RAIL OF A SIDE TRACK, 0.8 M (2.6 FT) EAST OF A
 KE1058'UTILITY POLE, AND 0.8 M (2.6 FT) WEST OF THE EXTENDED CENTER OF MASCHE
 KE1058'STREET.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1058'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KE1058'THE MARK IS ABOVE LEVEL WITH THE SIDE TRACK.
 KE1058
 KE1058                          STATION RECOVERY (2005)
 KE1058
 KE1058'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 KE1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1605 ***********************************************************************
 JE1605  DESIGNATION -  F 371
 JE1605  PID         -  JE1605
 JE1605  STATE/COUNTY-  KS/JOHNSON
 JE1605  USGS QUAD   -  EUDORA (1978)
 JE1605
 JE1605                         *CURRENT SURVEY CONTROL
 JE1605  ___________________________________________________________________
 JE1605* NAD 83(1986)-  38 57 34.     (N)    095 01 10.     (W)     SCALED    
 JE1605* NAVD 88     -       259.671  (meters)     851.94   (feet)  ADJUSTED  
 JE1605  ___________________________________________________________________
 JE1605  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JE1605  DYNAMIC HT  -         259.502 (meters)     851.38  (feet)  COMP
 JE1605  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 JE1605
 JE1605  VERT ORDER  -  FIRST     CLASS II
 JE1605
 JE1605.The horizontal coordinates were scaled from a topographic map and have
 JE1605.an estimated accuracy of +/- 6 seconds.
 JE1605
 JE1605.The orthometric height was determined by differential leveling
 JE1605.and adjusted by the National Geodetic Survey in June 1991..
 JE1605
 JE1605.The geoid height was determined by GEOID03.
 JE1605
 JE1605.The dynamic height is computed by dividing the NAVD 88
 JE1605.geopotential number by the normal gravity value computed on the
 JE1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1605.degrees latitude (g = 980.6199 gals.).
 JE1605
 JE1605.The modeled gravity was interpolated from observed gravity values.
 JE1605
 JE1605;                    North         East    Units  Estimated Accuracy
 JE1605;SPC KS N     -    73,760.      658,290.      MT  (+/- 180 meters Scaled)
 JE1605
 JE1605                          SUPERSEDED SURVEY CONTROL
 JE1605
 JE1605.No superseded survey control is available for this station.
 JE1605
 JE1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD250142(NAD 83)
 JE1605_MARKER: DB = BENCH MARK DISK
 JE1605_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1605_SP_SET: PIER
 JE1605_STAMPING: F 371 1986
 JE1605_MARK LOGO: NGS   
 JE1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1605+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE1605
 JE1605  HISTORY     - Date     Condition        Report By
 JE1605  HISTORY     - 1986     MONUMENTED       NGS
 JE1605  HISTORY     - 20020823 GOOD             SKW
 JE1605  HISTORY     - 20051112 GOOD             GEOCAC
 JE1605
 JE1605                          STATION DESCRIPTION
 JE1605
 JE1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1605'26.1 KM (16.2 MI) EAST FROM LAWRENCE.
 JE1605'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION WITH
 JE1605'U.S. HIGHWAY 40 IN LAWRENCE, THENCE 22.7 KM (14.1 MI) EASTERLY ALONG
 JE1605'STATE HIGHWAY 10,SET VERTICALLY IN THE WEST FACE OF THE MOST NORTHERLY
 JE1605'1 OF 3 COLUMNS OF THE FIRST PIER SOUTHWEST OF THE NORTHEAST ABUTMENT
 JE1605'OF THE EAST BOUND HIGHWAY OVERPASS OF A COUNTY ROAD, AND 5.1 M
 JE1605'(16.7 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY.
 JE1605'THE MARK IS 1.5 M ABOVE THE GROUND.
 JE1605
 JE1605                          STATION RECOVERY (2002)
 JE1605
 JE1605'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 JE1605'RECOVERED IN GOOD CONDITION.
 JE1605
 JE1605                          STATION RECOVERY (2005)
 JE1605
 JE1605'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1091 ***********************************************************************
 KE1091  DESIGNATION -  F 372
 KE1091  PID         -  KE1091
 KE1091  STATE/COUNTY-  KS/JOHNSON
 KE1091  USGS QUAD   -  EDWARDSVILLE (1991)
 KE1091
 KE1091                         *CURRENT SURVEY CONTROL
 KE1091  ___________________________________________________________________
 KE1091* NAD 83(1986)-  39 00 38.     (N)    094 47 33.     (W)     SCALED    
 KE1091* NAVD 88     -       300.247  (meters)     985.06   (feet)  ADJUSTED  
 KE1091  ___________________________________________________________________
 KE1091  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KE1091  DYNAMIC HT  -         300.051 (meters)     984.42  (feet)  COMP
 KE1091  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 KE1091
 KE1091  VERT ORDER  -  FIRST     CLASS II
 KE1091
 KE1091.The horizontal coordinates were scaled from a topographic map and have
 KE1091.an estimated accuracy of +/- 6 seconds.
 KE1091
 KE1091.The orthometric height was determined by differential leveling
 KE1091.and adjusted by the National Geodetic Survey in June 1991..
 KE1091
 KE1091.The geoid height was determined by GEOID03.
 KE1091
 KE1091.The dynamic height is computed by dividing the NAVD 88
 KE1091.geopotential number by the normal gravity value computed on the
 KE1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1091.degrees latitude (g = 980.6199 gals.).
 KE1091
 KE1091.The modeled gravity was interpolated from observed gravity values.
 KE1091
 KE1091;                    North         East    Units  Estimated Accuracy
 KE1091;SPC KS N     -    80,100.      677,750.      MT  (+/- 180 meters Scaled)
 KE1091
 KE1091                          SUPERSEDED SURVEY CONTROL
 KE1091
 KE1091.No superseded survey control is available for this station.
 KE1091
 KE1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD448194(NAD 83)
 KE1091_MARKER: DB = BENCH MARK DISK
 KE1091_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1091_SP_SET: PIER
 KE1091_STAMPING: F 372 1986
 KE1091_MARK LOGO: NGS   
 KE1091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1091+STABILITY: POSITION/ELEVATION WELL
 KE1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1091+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 KE1091
 KE1091  HISTORY     - Date     Condition        Report By
 KE1091  HISTORY     - 1986     MONUMENTED       NGS
 KE1091  HISTORY     - 20051211 GOOD             GEOCAC
 KE1091
 KE1091                          STATION DESCRIPTION
 KE1091
 KE1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1091'8.9 KM (5.55 MI) WEST FROM SHAWNEE.
 KE1091'8.9 KM (5.55 MI) WESTERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 KE1091'WITH INTERSTATE HIGHWAY 35 IN SHAWNEE, SET VERTICALLY IN THE EAST FACE
 KE1091'OF THE CENTER PIER OF A PAVED ROAD OVERPASS OF THE HIGHWAY, 12.9 M
 KE1091'(42.3 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 KE1091'HIGHWAY, AND 12.9 M (42.3 FT) SOUTH OF THE CENTERLINE OF THE EAS BOUND
 KE1091'LANES OF THE HIGHWAY.
 KE1091'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
 KE1091
 KE1091                          STATION RECOVERY (2005)
 KE1091
 KE1091'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8178 ***********************************************************************
 AE8178  DESIGNATION -  F 375
 AE8178  PID         -  AE8178
 AE8178  STATE/COUNTY-  KS/JEFFERSON
 AE8178  USGS QUAD   -  PERRY (1975)
 AE8178
 AE8178                         *CURRENT SURVEY CONTROL
 AE8178  ___________________________________________________________________
 AE8178* NAD 83(1986)-  39 03 06.     (N)    095 23 09.     (W)     SCALED    
 AE8178* NAVD 88     -       262.824  (meters)     862.28   (feet)  ADJUSTED  
 AE8178  ___________________________________________________________________
 AE8178  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 AE8178  DYNAMIC HT  -         262.654 (meters)     861.72  (feet)  COMP
 AE8178  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 AE8178
 AE8178  VERT ORDER  -  FIRST     CLASS II
 AE8178
 AE8178.The horizontal coordinates were scaled from a topographic map and have
 AE8178.an estimated accuracy of +/- 6 seconds.
 AE8178
 AE8178.The orthometric height was determined by differential leveling
 AE8178.and adjusted by the National Geodetic Survey in July 2002..
 AE8178
 AE8178.The geoid height was determined by GEOID03.
 AE8178
 AE8178.The dynamic height is computed by dividing the NAVD 88
 AE8178.geopotential number by the normal gravity value computed on the
 AE8178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8178.degrees latitude (g = 980.6199 gals.).
 AE8178
 AE8178.The modeled gravity was interpolated from observed gravity values.
 AE8178
 AE8178;                    North         East    Units  Estimated Accuracy
 AE8178;SPC KS N     -    83,010.      626,250.      MT  (+/- 180 meters Scaled)
 AE8178
 AE8178                          SUPERSEDED SURVEY CONTROL
 AE8178
 AE8178.No superseded survey control is available for this station.
 AE8178
 AE8178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD935252(NAD 83)
 AE8178_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE8178_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8178_SP_SET: BRIDGE ABUTMENT
 AE8178_STAMPING: F 375
 AE8178_MARK LOGO: USGS  
 AE8178_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8178+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1997
 AE8178
 AE8178  HISTORY     - Date     Condition        Report By
 AE8178  HISTORY     - UNK      MONUMENTED       USGS
 AE8178  HISTORY     - 19971112 GOOD             NGS
 AE8178
 AE8178                          STATION DESCRIPTION
 AE8178
 AE8178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE8178'0.3 KM (0.20 MI) EASTERLY ALONG WOODSON AVENUE FROM THE POST OFFICE IN
 AE8178'LECOMPTON, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG COUNTY ROAD 600
 AE8178'EAST, A USGS GAGING STATION DISK IN TOP OF AND 0.3 M (1.0 FT)
 AE8178'NORTHEAST OF THE SOUTHWEST END OF THE NORTHEAST ABUTMENT GUARDRAIL OF
 AE8178'THE ROAD BRIDGE SPANNING THE KANSAS RIVER, 4.7 M (15.4 FT) NORTHWEST
 AE8178'OF THE ROAD CENTERLINE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD,
 AE8178'AND 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0888 ***********************************************************************
 HF0888  DESIGNATION -  F 39
 HF0888  PID         -  HF0888
 HF0888  STATE/COUNTY-  KS/SEDGWICK
 HF0888  USGS QUAD   -  CLEARWATER (1975)
 HF0888
 HF0888                         *CURRENT SURVEY CONTROL
 HF0888  ___________________________________________________________________
 HF0888* NAD 83(1986)-  37 33 46.     (N)    097 33 14.     (W)     SCALED    
 HF0888* NAVD 88     -       418.204  (meters)    1372.06   (feet)  ADJUSTED  
 HF0888  ___________________________________________________________________
 HF0888  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HF0888  DYNAMIC HT  -         417.865 (meters)    1370.95  (feet)  COMP
 HF0888  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 HF0888
 HF0888  VERT ORDER  -  SECOND    CLASS 0
 HF0888
 HF0888.The horizontal coordinates were scaled from a topographic map and have
 HF0888.an estimated accuracy of +/- 6 seconds.
 HF0888
 HF0888.The orthometric height was determined by differential leveling
 HF0888.and adjusted by the National Geodetic Survey in June 1991..
 HF0888
 HF0888.The geoid height was determined by GEOID03.
 HF0888
 HF0888.The dynamic height is computed by dividing the NAVD 88
 HF0888.geopotential number by the normal gravity value computed on the
 HF0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0888.degrees latitude (g = 980.6199 gals.).
 HF0888
 HF0888.The modeled gravity was interpolated from observed gravity values.
 HF0888
 HF0888;                    North         East    Units  Estimated Accuracy
 HF0888;SPC KS S     -   499,880.      483,590.      MT  (+/- 180 meters Scaled)
 HF0888
 HF0888                          SUPERSEDED SURVEY CONTROL
 HF0888
 HF0888  NGVD 29 (??/??/92)  418.058  (m)         1371.58   (f) ADJ UNCH    2 0
 HF0888
 HF0888.Superseded values are not recommended for survey control.
 HF0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0888.See file dsdata.txt to determine how the superseded data were derived.
 HF0888
 HF0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG277582(NAD 83)
 HF0888_MARKER: DB = BENCH MARK DISK
 HF0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0888_STAMPING: F 39 1934
 HF0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0888+STABILITY: SURFACE MOTION
 HF0888
 HF0888  HISTORY     - Date     Condition        Report By
 HF0888  HISTORY     - 1934     MONUMENTED       CGS
 HF0888  HISTORY     - 1943     GOOD             NGS
 HF0888
 HF0888                          STATION DESCRIPTION
 HF0888
 HF0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HF0888'AT CLONMEL.
 HF0888'AT CLONMEL, 60.0 FEET WEST OF THE WEST END OF THE ATCHISON,
 HF0888'TOPEKA AND SANTA FE RAILWAY STATION, AT MILEAGE 223.77, ABOUT
 HF0888'155.0 FEET EAST OF THE CENTER OF A ROAD CROSSING, AND 21.0
 HF0888'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 HF0888'DISK, STAMPED F 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0147 ***********************************************************************
 JG0147  DESIGNATION -  F 40
 JG0147  PID         -  JG0147
 JG0147  STATE/COUNTY-  KS/PAWNEE
 JG0147  USGS QUAD   -  LARNED (1970)
 JG0147
 JG0147                         *CURRENT SURVEY CONTROL
 JG0147  ___________________________________________________________________
 JG0147* NAD 83(1986)-  38 10 28.     (N)    099 00 15.     (W)     SCALED    
 JG0147* NAVD 88     -       603.687  (meters)    1980.60   (feet)  ADJUSTED  
 JG0147  ___________________________________________________________________
 JG0147  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 JG0147  DYNAMIC HT  -         603.220 (meters)    1979.06  (feet)  COMP
 JG0147  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 JG0147
 JG0147  VERT ORDER  -  SECOND    CLASS 0
 JG0147
 JG0147.The horizontal coordinates were scaled from a topographic map and have
 JG0147.an estimated accuracy of +/- 6 seconds.
 JG0147
 JG0147.The orthometric height was determined by differential leveling
 JG0147.and adjusted by the National Geodetic Survey in June 1991..
 JG0147
 JG0147.The geoid height was determined by GEOID03.
 JG0147
 JG0147.The dynamic height is computed by dividing the NAVD 88
 JG0147.geopotential number by the normal gravity value computed on the
 JG0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0147.degrees latitude (g = 980.6199 gals.).
 JG0147
 JG0147.The modeled gravity was interpolated from observed gravity values.
 JG0147
 JG0147;                    North         East    Units  Estimated Accuracy
 JG0147;SPC KS S     -   567,460.      355,830.      MT  (+/- 180 meters Scaled)
 JG0147
 JG0147                          SUPERSEDED SURVEY CONTROL
 JG0147
 JG0147  NGVD 29 (??/??/92)  603.523  (m)         1980.06   (f) ADJ UNCH    2 0
 JG0147
 JG0147.Superseded values are not recommended for survey control.
 JG0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0147.See file dsdata.txt to determine how the superseded data were derived.
 JG0147
 JG0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH996251(NAD 83)
 JG0147_MARKER: DB = BENCH MARK DISK
 JG0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0147+STABILITY: SURFACE MOTION
 JG0147
 JG0147  HISTORY     - Date     Condition        Report By
 JG0147  HISTORY     - UNK      MONUMENTED       CGS
 JG0147  HISTORY     - 1934     GOOD             NGS
 JG0147
 JG0147                          STATION DESCRIPTION
 JG0147
 JG0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0147'4.8 MI E FROM LARNED.
 JG0147'4.8 MILES EAST OF LARNED, SET ON RIGHT OF WAY OF MISSOURI
 JG0147'PACIFIC R.R. 22 FT. SOUTH OF CENTER LINE OF TRACK.  14 FT.
 JG0147'WEST OF CENTER LINE OF ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0298 ***********************************************************************
 HG0298  DESIGNATION -  F 41
 HG0298  PID         -  HG0298
 HG0298  STATE/COUNTY-  KS/STAFFORD
 HG0298  USGS QUAD   -  STAFFORD NW (1972)
 HG0298
 HG0298                         *CURRENT SURVEY CONTROL
 HG0298  ___________________________________________________________________
 HG0298* NAD 83(1986)-  37 54 44.     (N)    098 44 49.     (W)     SCALED    
 HG0298* NAVD 88     -       591.168  (meters)    1939.52   (feet)  ADJUSTED  
 HG0298  ___________________________________________________________________
 HG0298  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 HG0298  DYNAMIC HT  -         590.697 (meters)    1937.98  (feet)  COMP
 HG0298  MODELED GRAV-     979,813.8   (mgal)                       NAVD 88
 HG0298
 HG0298  VERT ORDER  -  SECOND    CLASS 0
 HG0298
 HG0298.The horizontal coordinates were scaled from a topographic map and have
 HG0298.an estimated accuracy of +/- 6 seconds.
 HG0298
 HG0298.The orthometric height was determined by differential leveling
 HG0298.and adjusted by the National Geodetic Survey in June 1991..
 HG0298
 HG0298.The geoid height was determined by GEOID03.
 HG0298
 HG0298.The dynamic height is computed by dividing the NAVD 88
 HG0298.geopotential number by the normal gravity value computed on the
 HG0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0298.degrees latitude (g = 980.6199 gals.).
 HG0298
 HG0298.The modeled gravity was interpolated from observed gravity values.
 HG0298
 HG0298;                    North         East    Units  Estimated Accuracy
 HG0298;SPC KS S     -   538,270.      378,290.      MT  (+/- 180 meters Scaled)
 HG0298
 HG0298                          SUPERSEDED SURVEY CONTROL
 HG0298
 HG0298  NGVD 29 (??/??/92)  590.923  (m)         1938.72   (f) ADJ UNCH    2 0
 HG0298
 HG0298.Superseded values are not recommended for survey control.
 HG0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0298.See file dsdata.txt to determine how the superseded data were derived.
 HG0298
 HG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG222961(NAD 83)
 HG0298_MARKER: DB = BENCH MARK DISK
 HG0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0298+STABILITY: SURFACE MOTION
 HG0298
 HG0298  HISTORY     - Date     Condition        Report By
 HG0298  HISTORY     - UNK      MONUMENTED       CGS
 HG0298  HISTORY     - 1934     GOOD             NGS
 HG0298  HISTORY     - 1970     MARK NOT FOUND   USGS
 HG0298
 HG0298                          STATION DESCRIPTION
 HG0298
 HG0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HG0298'6 MI S FROM ST JOHN.
 HG0298'6 MILES SOUTH OF ST. JOHN, SET ON RIGHT OF WAY OF STATE HIGHWAY
 HG0298'NO. 281.  40 FT. EAST OF CENTER LINE OF HIGHWAY NO. 281.  30
 HG0298'FT. NORTH OF CENTER LINE OF DIRT ROAD.
 HG0298
 HG0298                          STATION RECOVERY (1970)
 HG0298
 HG0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HG0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0006 ***********************************************************************
 HF0006  DESIGNATION -  F 42
 HF0006  PID         -  HF0006
 HF0006  STATE/COUNTY-  KS/GREENWOOD
 HF0006  USGS QUAD   -  PIEDMONT (1964)
 HF0006
 HF0006                         *CURRENT SURVEY CONTROL
 HF0006  ___________________________________________________________________
 HF0006* NAD 83(1986)-  37 37 29.     (N)    096 20 22.     (W)     SCALED    
 HF0006* NAVD 88     -       365.005  (meters)    1197.52   (feet)  ADJUSTED  
 HF0006  ___________________________________________________________________
 HF0006  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HF0006  DYNAMIC HT  -         364.712 (meters)    1196.56  (feet)  COMP
 HF0006  MODELED GRAV-     979,817.4   (mgal)                       NAVD 88
 HF0006
 HF0006  VERT ORDER  -  SECOND    CLASS 0
 HF0006
 HF0006.The horizontal coordinates were scaled from a topographic map and have
 HF0006.an estimated accuracy of +/- 6 seconds.
 HF0006
 HF0006.The orthometric height was determined by differential leveling
 HF0006.and adjusted by the National Geodetic Survey in June 1991..
 HF0006
 HF0006.The geoid height was determined by GEOID03.
 HF0006
 HF0006.The dynamic height is computed by dividing the NAVD 88
 HF0006.geopotential number by the normal gravity value computed on the
 HF0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0006.degrees latitude (g = 980.6199 gals.).
 HF0006
 HF0006.The modeled gravity was interpolated from observed gravity values.
 HF0006
 HF0006;                    North         East    Units  Estimated Accuracy
 HF0006;SPC KS S     -   508,540.      590,700.      MT  (+/- 180 meters Scaled)
 HF0006
 HF0006                          SUPERSEDED SURVEY CONTROL
 HF0006
 HF0006  NGVD 29 (??/??/92)  364.838  (m)         1196.97   (f) ADJ UNCH    2 0
 HF0006
 HF0006.Superseded values are not recommended for survey control.
 HF0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0006.See file dsdata.txt to determine how the superseded data were derived.
 HF0006
 HF0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG347675(NAD 83)
 HF0006_MARKER: DB = BENCH MARK DISK
 HF0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0006_STAMPING: F 42 1934
 HF0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0006+STABILITY: SURFACE MOTION
 HF0006
 HF0006  HISTORY     - Date     Condition        Report By
 HF0006  HISTORY     - 1934     MONUMENTED       CGS
 HF0006  HISTORY     - 19910130 GOOD             USPSQD
 HF0006
 HF0006                          STATION DESCRIPTION
 HF0006
 HF0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0006'1.6 MI E FROM PIEDMONT.
 HF0006'1.6 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0006'PIEDMONT, GREENWOOD COUNTY, AT MILEAGE 445.26, AT A COUNTY ROAD
 HF0006'CROSSING, 43.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 46.0
 HF0006'FEET NORTH OF THE CENTERLINE OF THE TRACK AT THE CENTER OF THE
 HF0006'CROSSING, AND 3.0 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 HF0006'STANDARD DISK, STAMPED F 42 1934 AND SET IN THE TOP OF A CONCRETE
 HF0006'POST.
 HF0006
 HF0006                          STATION RECOVERY (1991)
 HF0006
 HF0006'RECOVERY NOTE BY US POWER SQUADRON 1991 (RW)
 HF0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0380 ***********************************************************************
 HF0380  DESIGNATION -  F 43
 HF0380  PID         -  HF0380
 HF0380  STATE/COUNTY-  KS/BUTLER
 HF0380  USGS QUAD   -  LATHAM (1979)
 HF0380
 HF0380                         *CURRENT SURVEY CONTROL
 HF0380  ___________________________________________________________________
 HF0380* NAD 83(1986)-  37 31 59.     (N)    096 38 25.     (W)     SCALED    
 HF0380* NAVD 88     -       443.740  (meters)    1455.84   (feet)  ADJUSTED  
 HF0380  ___________________________________________________________________
 HF0380  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HF0380  DYNAMIC HT  -         443.377 (meters)    1454.65  (feet)  COMP
 HF0380  MODELED GRAV-     979,797.9   (mgal)                       NAVD 88
 HF0380
 HF0380  VERT ORDER  -  SECOND    CLASS 0
 HF0380
 HF0380.The horizontal coordinates were scaled from a topographic map and have
 HF0380.an estimated accuracy of +/- 6 seconds.
 HF0380
 HF0380.The orthometric height was determined by differential leveling
 HF0380.and adjusted by the National Geodetic Survey in June 1991..
 HF0380
 HF0380.The geoid height was determined by GEOID03.
 HF0380
 HF0380.The dynamic height is computed by dividing the NAVD 88
 HF0380.geopotential number by the normal gravity value computed on the
 HF0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0380.degrees latitude (g = 980.6199 gals.).
 HF0380
 HF0380.The modeled gravity was interpolated from observed gravity values.
 HF0380
 HF0380;                    North         East    Units  Estimated Accuracy
 HF0380;SPC KS S     -   497,800.      564,360.      MT  (+/- 180 meters Scaled)
 HF0380
 HF0380                          SUPERSEDED SURVEY CONTROL
 HF0380
 HF0380  NGVD 29 (??/??/92)  443.560  (m)         1455.25   (f) ADJ UNCH    2 0
 HF0380
 HF0380.Superseded values are not recommended for survey control.
 HF0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0380.See file dsdata.txt to determine how the superseded data were derived.
 HF0380
 HF0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG084566(NAD 83)
 HF0380_MARKER: DB = BENCH MARK DISK
 HF0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0380_STAMPING: F 43 1934
 HF0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0380+STABILITY: SURFACE MOTION
 HF0380
 HF0380  HISTORY     - Date     Condition        Report By
 HF0380  HISTORY     - 1934     MONUMENTED       CGS
 HF0380  HISTORY     - 1962     GOOD             NGS
 HF0380  HISTORY     - 20060811 MARK NOT FOUND   INDIV
 HF0380
 HF0380                          STATION DESCRIPTION
 HF0380
 HF0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0380'AT LATHAM.
 HF0380'AT LATHAM, 13 RAILS SOUTHWEST OF THE TICKET OFFICE OF THE ST.
 HF0380'LOUIS AND SAN FRANCISCO STATION, 83.6 FEET EAST OF AND ACROSS
 HF0380'THE TRACKS FROM MILE POST 471, 46.6 FEET EAST OF THE EAST RAIL
 HF0380'OF THE MAIN TRACK, SET AT THE FOOT OF A SMALL TREE AND PROJECTS
 HF0380'0.4 FEET ABOVE THE GROUND.  SET IN THE TOP OF A CONCRETE POST.
 HF0380
 HF0380                          STATION RECOVERY (2006)
 HF0380
 HF0380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0380'RAILROAD STATION, TRACKS AND MILEPOSTS NO LONGER EXIST IN LATHAM.
 HF0380'LAND THAT THE STATION AND TRACKS SAT ON IN TOWN ARE NOW PART OF
 HF0380'PRIVATELY OWNED PROPERTIES, 'NO TRESPASSING' SIGNS ARE PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0949 ***********************************************************************
 JE0949  DESIGNATION -  F 44
 JE0949  PID         -  JE0949
 JE0949  STATE/COUNTY-  KS/DOUGLAS
 JE0949  USGS QUAD   -  BALDWIN CITY (1978)
 JE0949
 JE0949                         *CURRENT SURVEY CONTROL
 JE0949  ___________________________________________________________________
 JE0949* NAD 83(1986)-  38 48 49.     (N)    095 11 12.     (W)     SCALED    
 JE0949* NAVD 88     -       292.892  (meters)     960.93   (feet)  ADJUSTED  
 JE0949  ___________________________________________________________________
 JE0949  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JE0949  DYNAMIC HT  -         292.693 (meters)     960.28  (feet)  COMP
 JE0949  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 JE0949
 JE0949  VERT ORDER  -  SECOND    CLASS 0
 JE0949
 JE0949.The horizontal coordinates were scaled from a topographic map and have
 JE0949.an estimated accuracy of +/- 6 seconds.
 JE0949
 JE0949.The orthometric height was determined by differential leveling
 JE0949.and adjusted by the National Geodetic Survey in June 1991..
 JE0949
 JE0949.The geoid height was determined by GEOID03.
 JE0949
 JE0949.The dynamic height is computed by dividing the NAVD 88
 JE0949.geopotential number by the normal gravity value computed on the
 JE0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0949.degrees latitude (g = 980.6199 gals.).
 JE0949
 JE0949.The modeled gravity was interpolated from observed gravity values.
 JE0949
 JE0949;                    North         East    Units  Estimated Accuracy
 JE0949;SPC KS N     -    57,110.      644,300.      MT  (+/- 180 meters Scaled)
 JE0949
 JE0949                          SUPERSEDED SURVEY CONTROL
 JE0949
 JE0949  NGVD 29 (??/??/92)  292.785  (m)          960.58   (f) ADJ UNCH    2 0
 JE0949
 JE0949.Superseded values are not recommended for survey control.
 JE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0949.See file dsdata.txt to determine how the superseded data were derived.
 JE0949
 JE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC101983(NAD 83)
 JE0949_MARKER: DB = BENCH MARK DISK
 JE0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0949_STAMPING: F 34 1934
 JE0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0949+STABILITY: SURFACE MOTION
 JE0949
 JE0949  HISTORY     - Date     Condition        Report By
 JE0949  HISTORY     - 1934     MONUMENTED       CGS
 JE0949  HISTORY     - 1950     GOOD             NGS
 JE0949
 JE0949                          STATION DESCRIPTION
 JE0949
 JE0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0949'1.9 MI S FROM VINLAND.
 JE0949'3.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE0949'FROM THE STATION AT BALDWIN, DOUGLAS COUNTY, 1.0 MILES SOUTH OF
 JE0949'VINLAND, AT MILEAGE 11.5, AT A ROAD CROSSING, 50 FEET WEST OF THE
 JE0949'CENTER LINE OF THE GRAVEL ROAD, 46 FEET NORTHWEST OF THE NORTHWEST
 JE0949'RAIL, 26 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF
 JE0949'THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTHEAST OF A WHITE WOODEN
 JE0949'WITNESS POST.  A STANDARD DISK, STAMPED F 44 1934 AND SET IN THE
 JE0949'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0337 ***********************************************************************
 JF0337  DESIGNATION -  F 45
 JF0337  PID         -  JF0337
 JF0337  STATE/COUNTY-  KS/MARION
 JF0337  USGS QUAD   -  BURNS (1962)
 JF0337
 JF0337                         *CURRENT SURVEY CONTROL
 JF0337  ___________________________________________________________________
 JF0337* NAD 83(1986)-  38 05 25.     (N)    096 53 05.     (W)     SCALED    
 JF0337* NAVD 88     -       458.590  (meters)    1504.56   (feet)  ADJUSTED  
 JF0337  ___________________________________________________________________
 JF0337  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 JF0337  DYNAMIC HT  -         458.243 (meters)    1503.42  (feet)  COMP
 JF0337  MODELED GRAV-     979,858.2   (mgal)                       NAVD 88
 JF0337
 JF0337  VERT ORDER  -  SECOND    CLASS 0
 JF0337
 JF0337.The horizontal coordinates were scaled from a topographic map and have
 JF0337.an estimated accuracy of +/- 6 seconds.
 JF0337
 JF0337.The orthometric height was determined by differential leveling
 JF0337.and adjusted by the National Geodetic Survey in June 1991..
 JF0337.WARNING-Repeat measurements at this control monument indicate possible
 JF0337.vertical movement.
 JF0337
 JF0337.The geoid height was determined by GEOID03.
 JF0337
 JF0337.The dynamic height is computed by dividing the NAVD 88
 JF0337.geopotential number by the normal gravity value computed on the
 JF0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0337.degrees latitude (g = 980.6199 gals.).
 JF0337
 JF0337.The modeled gravity was interpolated from observed gravity values.
 JF0337
 JF0337;                    North         East    Units  Estimated Accuracy
 JF0337;SPC KS S     -   559,230.      541,680.      MT  (+/- 180 meters Scaled)
 JF0337
 JF0337                          SUPERSEDED SURVEY CONTROL
 JF0337
 JF0337  NGVD 29 (??/??/92)  458.403  (m)         1503.94   (f) ADJ UNCH    2 0
 JF0337
 JF0337.Superseded values are not recommended for survey control.
 JF0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0337.See file dsdata.txt to determine how the superseded data were derived.
 JF0337
 JF0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH854179(NAD 83)
 JF0337_MARKER: DB = BENCH MARK DISK
 JF0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0337_SP_SET: BUILDING
 JF0337_STAMPING: F 45 1934
 JF0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0337
 JF0337  HISTORY     - Date     Condition        Report By
 JF0337  HISTORY     - 1934     MONUMENTED       CGS
 JF0337  HISTORY     - 1940     GOOD             NGS
 JF0337
 JF0337                          STATION DESCRIPTION
 JF0337
 JF0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0337'AT BURNS.
 JF0337'AT BURNS, MARION COUNTY, AT THE BUILDING OCCUPIED IN 1940 BY THE
 JF0337'BURNS STATE BANK, AT THE NORTHEAST CORNER, IN THE EAST BRICK WALL
 JF0337'OF THE BUILDING, AND 4.2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 JF0337'STAMPED F 45 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0248 ***********************************************************************
 JF0248  DESIGNATION -  F 50
 JF0248  PID         -  JF0248
 JF0248  STATE/COUNTY-  KS/MARION
 JF0248  USGS QUAD   -  LINCOLNVILLE SW (1989)
 JF0248
 JF0248                         *CURRENT SURVEY CONTROL
 JF0248  ___________________________________________________________________
 JF0248* NAD 83(1986)-  38 17 50.     (N)    096 59 30.     (W)     SCALED    
 JF0248* NAVD 88     -       392.887  (meters)    1289.00   (feet)  ADJUSTED  
 JF0248  ___________________________________________________________________
 JF0248  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JF0248  DYNAMIC HT  -         392.598 (meters)    1288.05  (feet)  COMP
 JF0248  MODELED GRAV-     979,881.7   (mgal)                       NAVD 88
 JF0248
 JF0248  VERT ORDER  -  SECOND    CLASS 0
 JF0248
 JF0248.The horizontal coordinates were scaled from a topographic map and have
 JF0248.an estimated accuracy of +/- 6 seconds.
 JF0248
 JF0248.The orthometric height was determined by differential leveling
 JF0248.and adjusted by the National Geodetic Survey in June 1991..
 JF0248
 JF0248.The geoid height was determined by GEOID03.
 JF0248
 JF0248.The dynamic height is computed by dividing the NAVD 88
 JF0248.geopotential number by the normal gravity value computed on the
 JF0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0248.degrees latitude (g = 980.6199 gals.).
 JF0248
 JF0248.The modeled gravity was interpolated from observed gravity values.
 JF0248
 JF0248;                    North         East    Units  Estimated Accuracy
 JF0248;SPC KS S     -   582,040.      531,930.      MT  (+/- 180 meters Scaled)
 JF0248
 JF0248                          SUPERSEDED SURVEY CONTROL
 JF0248
 JF0248  NGVD 29 (??/??/92)  392.732  (m)         1288.49   (f) ADJ UNCH    2 0
 JF0248
 JF0248.Superseded values are not recommended for survey control.
 JF0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0248.See file dsdata.txt to determine how the superseded data were derived.
 JF0248
 JF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH756407(NAD 83)
 JF0248_MARKER: DB = BENCH MARK DISK
 JF0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0248+STABILITY: SURFACE MOTION
 JF0248
 JF0248  HISTORY     - Date     Condition        Report By
 JF0248  HISTORY     - UNK      MONUMENTED       CGS
 JF0248  HISTORY     - 1934     GOOD             NGS
 JF0248  HISTORY     - 1942     GOOD             KSGS
 JF0248
 JF0248                          STATION DESCRIPTION
 JF0248
 JF0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0248'4.3 MI S FROM MARION.
 JF0248'4.3 MILES SOUTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE
 JF0248'SANTA FE R.R. CO.  IN THE N.W. 1/4 SECTION 21 R 4 E T 20 S.  48
 JF0248'FT. S.W. OF THE CENTER LINE OF THE TRACK.  25 FT. SOUTH OF THE
 JF0248'CENTER OF SECTION LINE ROAD.  3.4 FT. EAST OF THE RIGHT OF WAY
 JF0248'MARKER.
 JF0248
 JF0248                          STATION RECOVERY (1942)
 JF0248
 JF0248'RECOVERY NOTE BY KANSAS GEODETIC SURVEY 1942
 JF0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0203 ***********************************************************************
 JF0203  DESIGNATION -  F 51
 JF0203  PID         -  JF0203
 JF0203  STATE/COUNTY-  KS/CHASE
 JF0203  USGS QUAD   -  SAFFORDVILLE (1989)
 JF0203
 JF0203                         *CURRENT SURVEY CONTROL
 JF0203  ___________________________________________________________________
 JF0203* NAD 83(1986)-  38 24 18.     (N)    096 23 06.     (W)     SCALED    
 JF0203* NAVD 88     -       349.381  (meters)    1146.26   (feet)  ADJUSTED  
 JF0203  ___________________________________________________________________
 JF0203  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JF0203  DYNAMIC HT  -         349.119 (meters)    1145.40  (feet)  COMP
 JF0203  MODELED GRAV-     979,871.2   (mgal)                       NAVD 88
 JF0203
 JF0203  VERT ORDER  -  SECOND    CLASS 0
 JF0203
 JF0203.The horizontal coordinates were scaled from a topographic map and have
 JF0203.an estimated accuracy of +/- 6 seconds.
 JF0203
 JF0203.The orthometric height was determined by differential leveling
 JF0203.and adjusted by the National Geodetic Survey in June 1991..
 JF0203
 JF0203.The geoid height was determined by GEOID03.
 JF0203
 JF0203.The dynamic height is computed by dividing the NAVD 88
 JF0203.geopotential number by the normal gravity value computed on the
 JF0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0203.degrees latitude (g = 980.6199 gals.).
 JF0203
 JF0203.The modeled gravity was interpolated from observed gravity values.
 JF0203
 JF0203;                    North         East    Units  Estimated Accuracy
 JF0203;SPC KS S     -   595,030.      584,720.      MT  (+/- 180 meters Scaled)
 JF0203
 JF0203                          SUPERSEDED SURVEY CONTROL
 JF0203
 JF0203  NGVD 29 (??/??/92)  349.228  (m)         1145.76   (f) ADJ UNCH    2 0
 JF0203
 JF0203.Superseded values are not recommended for survey control.
 JF0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0203.See file dsdata.txt to determine how the superseded data were derived.
 JF0203
 JF0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH283539(NAD 83)
 JF0203_MARKER: DB = BENCH MARK DISK
 JF0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0203_SP_SET: ABUTMENT
 JF0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0203
 JF0203  HISTORY     - Date     Condition        Report By
 JF0203  HISTORY     - UNK      MONUMENTED       CGS
 JF0203  HISTORY     - 1934     GOOD             NGS
 JF0203  HISTORY     - 1968     GOOD             NGS
 JF0203
 JF0203                          STATION DESCRIPTION
 JF0203
 JF0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0203'0.7 MI E FROM SAFFORDVILLE.
 JF0203'0.7 MILES EAST BY RAIL, ALONG THE RIGHT-OF-WAY OF SANTA FE R. R.
 JF0203'CO., 9 FT. NORTH OF CENTER-LINE NORTH MAIN TRACK, NORTH END OF
 JF0203'WEST ABUTMENT BRIDGE 122-D
 JF0203
 JF0203                          STATION RECOVERY (1968)
 JF0203
 JF0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0517 ***********************************************************************
 JF0517  DESIGNATION -  F 52
 JF0517  PID         -  JF0517
 JF0517  STATE/COUNTY-  KS/DICKINSON
 JF0517  USGS QUAD   -  HOPE (1985)
 JF0517
 JF0517                         *CURRENT SURVEY CONTROL
 JF0517  ___________________________________________________________________
 JF0517* NAD 83(1986)-  38 41 37.     (N)    097 05 19.     (W)     SCALED    
 JF0517* NAVD 88     -       425.823  (meters)    1397.05   (feet)  ADJUSTED  
 JF0517  ___________________________________________________________________
 JF0517  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JF0517  DYNAMIC HT  -         425.517 (meters)    1396.05  (feet)  COMP
 JF0517  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 JF0517
 JF0517  VERT ORDER  -  SECOND    CLASS 0
 JF0517
 JF0517.The horizontal coordinates were scaled from a topographic map and have
 JF0517.an estimated accuracy of +/- 6 seconds.
 JF0517
 JF0517.The orthometric height was determined by differential leveling
 JF0517.and adjusted by the National Geodetic Survey in June 1991..
 JF0517
 JF0517.The geoid height was determined by GEOID03.
 JF0517
 JF0517.The dynamic height is computed by dividing the NAVD 88
 JF0517.geopotential number by the normal gravity value computed on the
 JF0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0517.degrees latitude (g = 980.6199 gals.).
 JF0517
 JF0517.The modeled gravity was interpolated from observed gravity values.
 JF0517
 JF0517;                    North         East    Units  Estimated Accuracy
 JF0517;SPC KS N     -    40,390.      479,290.      MT  (+/- 180 meters Scaled)
 JF0517
 JF0517                          SUPERSEDED SURVEY CONTROL
 JF0517
 JF0517  NGVD 29 (??/??/92)  425.675  (m)         1396.57   (f) ADJ UNCH    2 0
 JF0517
 JF0517.Superseded values are not recommended for survey control.
 JF0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0517.See file dsdata.txt to determine how the superseded data were derived.
 JF0517
 JF0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH662845(NAD 83)
 JF0517_MARKER: DB = BENCH MARK DISK
 JF0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0517+STABILITY: SURFACE MOTION
 JF0517
 JF0517  HISTORY     - Date     Condition        Report By
 JF0517  HISTORY     - UNK      MONUMENTED       CGS
 JF0517  HISTORY     - 1934     GOOD             NGS
 JF0517  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0517
 JF0517                          STATION DESCRIPTION
 JF0517
 JF0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0517'0.4 MI N FROM HOPE.
 JF0517'0.4 MILES NORTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE
 JF0517'SANTA FE R.R. CO. 79.5 FT. WEST OF THE CENTER LINE OF THE
 JF0517'MISSOURI PACIFIC R.R.  48 FT. NORTH OF THE CENTER LINE OF THE
 JF0517'SANTA FE R.R. TRACK.
 JF0517
 JF0517                          STATION RECOVERY (1968)
 JF0517
 JF0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0743 ***********************************************************************
 JE0743  DESIGNATION -  F 54
 JE0743  PID         -  JE0743
 JE0743  STATE/COUNTY-  KS/LINN
 JE0743  USGS QUAD   -  MAPLETON (1966)
 JE0743
 JE0743                         *CURRENT SURVEY CONTROL
 JE0743  ___________________________________________________________________
 JE0743* NAD 83(1986)-  38 06 33.     (N)    094 58 12.     (W)     SCALED    
 JE0743* NAVD 88     -       312.793  (meters)    1026.22   (feet)  ADJUSTED  
 JE0743  ___________________________________________________________________
 JE0743  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JE0743  DYNAMIC HT  -         312.560 (meters)    1025.46  (feet)  COMP
 JE0743  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 JE0743
 JE0743  VERT ORDER  -  SECOND    CLASS 0
 JE0743
 JE0743.The horizontal coordinates were scaled from a topographic map and have
 JE0743.an estimated accuracy of +/- 6 seconds.
 JE0743
 JE0743.The orthometric height was determined by differential leveling
 JE0743.and adjusted by the National Geodetic Survey in June 1991..
 JE0743
 JE0743.The geoid height was determined by GEOID03.
 JE0743
 JE0743.The dynamic height is computed by dividing the NAVD 88
 JE0743.geopotential number by the normal gravity value computed on the
 JE0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0743.degrees latitude (g = 980.6199 gals.).
 JE0743
 JE0743.The modeled gravity was interpolated from observed gravity values.
 JE0743
 JE0743;                    North         East    Units  Estimated Accuracy
 JE0743;SPC KS S     -   565,960.      709,500.      MT  (+/- 180 meters Scaled)
 JE0743
 JE0743                          SUPERSEDED SURVEY CONTROL
 JE0743
 JE0743  NGVD 29 (??/??/92)  312.654  (m)         1025.77   (f) ADJ UNCH    2 0
 JE0743
 JE0743.Superseded values are not recommended for survey control.
 JE0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0743.See file dsdata.txt to determine how the superseded data were derived.
 JE0743
 JE0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC272197(NAD 83)
 JE0743_MARKER: DB = BENCH MARK DISK
 JE0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0743_STAMPING: F 54 1934
 JE0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0743+STABILITY: SURFACE MOTION
 JE0743
 JE0743  HISTORY     - Date     Condition        Report By
 JE0743  HISTORY     - 1934     MONUMENTED       CGS
 JE0743  HISTORY     - 1951     GOOD             NGS
 JE0743
 JE0743                          STATION DESCRIPTION
 JE0743
 JE0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0743'2.5 MI E FROM BLUE MOUND.
 JE0743'2.5 MILES EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE0743'RAILROAD FROM THE FARMERS CO-OP ELEVATOR AT BLUE MOUND, LINN
 JE0743'COUNTY, 60 YARDS SOUTH OF A CROSSROADS, 50 FEET SOUTHEAST OF
 JE0743'THE CENTERLINE OF THE OLD ROADBED, 24 FEET EAST OF THE CENTERLINE
 JE0743'OF THE GRAVEL ROAD, AND 2 FEET EAST OF A FENCE.  A STANDARD
 JE0743'DISK, STAMPED F 54 1934 AND SET IN THE TOP OF A CONCRETE POST
 JE0743'PROJECTING 8 INCHES ABOVE GROUND.  TO REACH FROM THE POINT WHERE
 JE0743'STATE HIGHWAY 52 TURNS EAST AT THE NORTH SIDE OF BLUE MOUND,
 JE0743'GO 0.9 MILE EAST ALONG STATE HIGHWAY 52 TO A CROSSROADS, THEN
 JE0743'GO 1.0 MILE NORTH, AND THEN 1.0 MILE EAST TO ANOTHER CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0345 ***********************************************************************
 HE0345  DESIGNATION -  F 55
 HE0345  PID         -  HE0345
 HE0345  STATE/COUNTY-  KS/NEOSHO
 HE0345  USGS QUAD   -  SOUTH MOUND (1973)
 HE0345
 HE0345                         *CURRENT SURVEY CONTROL
 HE0345  ___________________________________________________________________
 HE0345* NAD 83(1986)-  37 29 58.     (N)    095 14 32.     (W)     SCALED    
 HE0345* NAVD 88     -       278.878  (meters)     914.95   (feet)  ADJUSTED  
 HE0345  ___________________________________________________________________
 HE0345  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 HE0345  DYNAMIC HT  -         278.661 (meters)     914.24  (feet)  COMP
 HE0345  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 HE0345
 HE0345  VERT ORDER  -  SECOND    CLASS 0
 HE0345
 HE0345.The horizontal coordinates were scaled from a topographic map and have
 HE0345.an estimated accuracy of +/- 6 seconds.
 HE0345
 HE0345.The orthometric height was determined by differential leveling
 HE0345.and adjusted by the National Geodetic Survey in June 1991..
 HE0345
 HE0345.The geoid height was determined by GEOID03.
 HE0345
 HE0345.The dynamic height is computed by dividing the NAVD 88
 HE0345.geopotential number by the normal gravity value computed on the
 HE0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0345.degrees latitude (g = 980.6199 gals.).
 HE0345
 HE0345.The modeled gravity was interpolated from observed gravity values.
 HE0345
 HE0345;                    North         East    Units  Estimated Accuracy
 HE0345;SPC KS S     -   497,460.      688,000.      MT  (+/- 180 meters Scaled)
 HE0345
 HE0345                          SUPERSEDED SURVEY CONTROL
 HE0345
 HE0345  NGVD 29 (??/??/92)  278.749  (m)          914.53   (f) ADJ UNCH    2 0
 HE0345
 HE0345.Superseded values are not recommended for survey control.
 HE0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0345.See file dsdata.txt to determine how the superseded data were derived.
 HE0345
 HE0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB017526(NAD 83)
 HE0345_MARKER: DB = BENCH MARK DISK
 HE0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0345_STAMPING: F 55 1934
 HE0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0345+STABILITY: SURFACE MOTION
 HE0345
 HE0345  HISTORY     - Date     Condition        Report By
 HE0345  HISTORY     - 1934     MONUMENTED       CGS
 HE0345  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0345
 HE0345                          STATION DESCRIPTION
 HE0345
 HE0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0345'5 MI S FROM ERIE.
 HE0345'5.0 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0345'ERIE, NEOSHO COUNTY, AT MILEAGE 125.37, AT A PRIVATE-ROAD
 HE0345'CROSSING, 48 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 HE0345'27 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD
 HE0345'DISK, STAMPED F 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HE0345
 HE0345                          STATION RECOVERY (1964)
 HE0345
 HE0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0414 ***********************************************************************
 JH0414  DESIGNATION -  F 556
 JH0414  PID         -  JH0414
 JH0414  STATE/COUNTY-  KS/HAMILTON
 JH0414  USGS QUAD   -  EAST BRIDGE CREEK SOUTH (1966)
 JH0414
 JH0414                         *CURRENT SURVEY CONTROL
 JH0414  ___________________________________________________________________
 JH0414* NAD 83(1986)-  38 01 38.     (N)    101 56 19.     (W)     SCALED    
 JH0414* NAVD 88     -      1012.222  (meters)    3320.93   (feet)  ADJUSTED  
 JH0414  ___________________________________________________________________
 JH0414  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 JH0414  DYNAMIC HT  -        1011.285 (meters)    3317.86  (feet)  COMP
 JH0414  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 JH0414
 JH0414  VERT ORDER  -  FIRST     CLASS II
 JH0414
 JH0414.The horizontal coordinates were scaled from a topographic map and have
 JH0414.an estimated accuracy of +/- 6 seconds.
 JH0414
 JH0414.The orthometric height was determined by differential leveling
 JH0414.and adjusted by the National Geodetic Survey in June 1991..
 JH0414
 JH0414.The geoid height was determined by GEOID03.
 JH0414
 JH0414.The dynamic height is computed by dividing the NAVD 88
 JH0414.geopotential number by the normal gravity value computed on the
 JH0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0414.degrees latitude (g = 980.6199 gals.).
 JH0414
 JH0414.The modeled gravity was interpolated from observed gravity values.
 JH0414
 JH0414;                    North         East    Units  Estimated Accuracy
 JH0414;SPC KS S     -   556,570.       98,180.      MT  (+/- 180 meters Scaled)
 JH0414
 JH0414                          SUPERSEDED SURVEY CONTROL
 JH0414
 JH0414.No superseded survey control is available for this station.
 JH0414
 JH0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH420129(NAD 83)
 JH0414_MARKER: I = METAL ROD
 JH0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0414_SP_SET: STAINLESS STEEL ROD
 JH0414_STAMPING: F 556 1986
 JH0414_MARK LOGO: NGS   
 JH0414_PROJECTION: FLUSH
 JH0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0414_ROD/PIPE-DEPTH: 10.4 meters
 JH0414
 JH0414  HISTORY     - Date     Condition        Report By
 JH0414  HISTORY     - 1986     MONUMENTED       NGS
 JH0414
 JH0414                          STATION DESCRIPTION
 JH0414
 JH0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0414'6.6 KM (4.1 MI) EAST FROM COOLIDGE.
 JH0414'6.6 KM (4.1 MI) EAST ALONG US HIGHWAY 50 FROM THE POST OFFICE AT
 JH0414'COOLIDGE, AT THE FOURTH POWER POLE EAST OF A BRIDGE OVER WEST BRIDGE
 JH0414'CREEK AND THE THIRD POWER POLE WEST OF A FARM DRIVE, BETWEEN TWO
 JH0414'WITNESS POSTS, 20.5 METERS (67.3 FT) NORTHEAST OF THE HIGHWAY
 JH0414'CENTERLINE, 2.2 METERS (7.2 FT) SOUTHEAST OF A POWER POLE AND 0.6
 JH0414'METER (2 FT) SOUTHWEST OF AN ELECTRIC FENCE.  NOTE--ACCESS TO DATUM
 JH0414'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0414'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JH0414'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1048 ***********************************************************************
 JE1048  DESIGNATION -  F 56
 JE1048  PID         -  JE1048
 JE1048  STATE/COUNTY-  KS/ANDERSON
 JE1048  USGS QUAD   -  GARNETT EAST (1983)
 JE1048
 JE1048                         *CURRENT SURVEY CONTROL
 JE1048  ___________________________________________________________________
 JE1048* NAD 83(1986)-  38 16 16.     (N)    095 14 19.     (W)     SCALED    
 JE1048* NAVD 88     -       314.824  (meters)    1032.89   (feet)  ADJUSTED  
 JE1048  ___________________________________________________________________
 JE1048  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JE1048  DYNAMIC HT  -         314.598 (meters)    1032.14  (feet)  COMP
 JE1048  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 JE1048
 JE1048  VERT ORDER  -  SECOND    CLASS 0
 JE1048
 JE1048.The horizontal coordinates were scaled from a topographic map and have
 JE1048.an estimated accuracy of +/- 6 seconds.
 JE1048
 JE1048.The orthometric height was determined by differential leveling
 JE1048.and adjusted by the National Geodetic Survey in June 1991..
 JE1048
 JE1048.The geoid height was determined by GEOID03.
 JE1048
 JE1048.The dynamic height is computed by dividing the NAVD 88
 JE1048.geopotential number by the normal gravity value computed on the
 JE1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1048.degrees latitude (g = 980.6199 gals.).
 JE1048
 JE1048.The modeled gravity was interpolated from observed gravity values.
 JE1048
 JE1048;                    North         East    Units  Estimated Accuracy
 JE1048;SPC KS S     -   583,060.      685,330.      MT  (+/- 180 meters Scaled)
 JE1048
 JE1048                          SUPERSEDED SURVEY CONTROL
 JE1048
 JE1048  NGVD 29 (??/??/92)  314.675  (m)         1032.40   (f) ADJ UNCH    2 0
 JE1048
 JE1048.Superseded values are not recommended for survey control.
 JE1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1048.See file dsdata.txt to determine how the superseded data were derived.
 JE1048
 JE1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC041382(NAD 83)
 JE1048_MARKER: DB = BENCH MARK DISK
 JE1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1048_STAMPING: F 56 1934
 JE1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1048+STABILITY: SURFACE MOTION
 JE1048
 JE1048  HISTORY     - Date     Condition        Report By
 JE1048  HISTORY     - 1934     MONUMENTED       CGS
 JE1048  HISTORY     - 1950     GOOD             NGS
 JE1048  HISTORY     - 20031222 MARK NOT FOUND   SKW
 JE1048
 JE1048                          STATION DESCRIPTION
 JE1048
 JE1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1048'0.5 MI S FROM GARNETT.
 JE1048'0.5 MILE SOUTH OF GARNETT, ANDERSON COUNTY.  THIS BENCH MARK MAY
 JE1048'BE REACHED FROM THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA
 JE1048'FE RAILWAY AND THE MISSOURI PACIFIC RAILROAD BY GOING 0.4 MILE
 JE1048'SOUTH ALONG A ROAD, THENCE 100 FEET EAST TO THE POINT WHERE THE
 JE1048'ABANDONED M.P.R.R. ROADBED PASSES OVER THE ROAD, AND THENCE
 JE1048'200 YARDS SOUTHEAST ALONG THE OLD ROADBED.  IT IS 575 FEET
 JE1048'SOUTHEAST OF THE CENTER LINE OF AN EAST-AND-WEST ROAD, 135 YARDS
 JE1048'EAST OF A NORTH-AND-SOUTH ROAD, 40 YARDS NORTHWEST OF THE
 JE1048'NORTHWEST END OF A CUT, AND 45 FEET WEST OF THE CENTER LINE OF
 JE1048'THE OLD ROADBED.  A STANDARD DISK, STAMPED F 56 1934 AND SET IN
 JE1048'THE TOP OF A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
 JE1048
 JE1048                          STATION RECOVERY (1950)
 JE1048
 JE1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1048'RECOVERED IN GOOD CONDITION.
 JE1048
 JE1048                          STATION RECOVERY (2003)
 JE1048
 JE1048'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC)
 JE1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0176 ***********************************************************************
 KH0176  DESIGNATION -  F 6
 KH0176  PID         -  KH0176
 KH0176  STATE/COUNTY-  KS/LOGAN
 KH0176  USGS QUAD   -  OAKLEY SW (1979)
 KH0176
 KH0176                         *CURRENT SURVEY CONTROL
 KH0176  ___________________________________________________________________
 KH0176* NAD 83(1986)-  39 06 46.     (N)    100 58 37.     (W)     SCALED    
 KH0176* NAVD 88     -       951.236  (meters)    3120.85   (feet)  ADJUSTED  
 KH0176  ___________________________________________________________________
 KH0176  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KH0176  DYNAMIC HT  -         950.474 (meters)    3118.35  (feet)  COMP
 KH0176  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 KH0176
 KH0176  VERT ORDER  -  FIRST     CLASS II
 KH0176
 KH0176.The horizontal coordinates were scaled from a topographic map and have
 KH0176.an estimated accuracy of +/- 6 seconds.
 KH0176
 KH0176.The orthometric height was determined by differential leveling
 KH0176.and adjusted by the National Geodetic Survey in June 1991..
 KH0176
 KH0176.The geoid height was determined by GEOID03.
 KH0176
 KH0176.The dynamic height is computed by dividing the NAVD 88
 KH0176.geopotential number by the normal gravity value computed on the
 KH0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0176.degrees latitude (g = 980.6199 gals.).
 KH0176
 KH0176.The modeled gravity was interpolated from observed gravity values.
 KH0176
 KH0176;                    North         East    Units  Estimated Accuracy
 KH0176;SPC KS N     -    90,760.      142,590.      MT  (+/- 180 meters Scaled)
 KH0176
 KH0176                          SUPERSEDED SURVEY CONTROL
 KH0176
 KH0176  NGVD 29 (??/??/92)  950.890  (m)         3119.71   (f) ADJ UNCH    1 2
 KH0176
 KH0176.Superseded values are not recommended for survey control.
 KH0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0176.See file dsdata.txt to determine how the superseded data were derived.
 KH0176
 KH0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ290311(NAD 83)
 KH0176_MARKER: DB = BENCH MARK DISK
 KH0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0176_STAMPING: F 6 1933
 KH0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0176+STABILITY: SURFACE MOTION
 KH0176
 KH0176  HISTORY     - Date     Condition        Report By
 KH0176  HISTORY     - 1933     MONUMENTED       CGS
 KH0176  HISTORY     - 1952     GOOD             NGS
 KH0176
 KH0176                          STATION DESCRIPTION
 KH0176
 KH0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0176'2 MI E FROM MONUMENT.
 KH0176'2.05 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0176'AT MONUMENT, 0.2 MILE WEST OF A TRESTLE, 2 1/2 POLES WEST OF
 KH0176'MILEPOST 384, 123 FEET NORTH OF THE CENTER LINE OF U.S.
 KH0176'HIGHWAY 40, 46.6 FEET SOUTH OF THE SOUTH RAIL, 2.1 FEET NORTH
 KH0176'OF A FENCE, 1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 KH0176'CONCRETE POST, WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0084 ***********************************************************************
 JH0084  DESIGNATION -  F 7
 JH0084  PID         -  JH0084
 JH0084  STATE/COUNTY-  KS/FINNEY
 JH0084  USGS QUAD   -  TENNIS (1976)
 JH0084
 JH0084                         *CURRENT SURVEY CONTROL
 JH0084  ___________________________________________________________________
 JH0084* NAD 83(1986)-  38 08 24.     (N)    100 54 40.     (W)     SCALED    
 JH0084* NAVD 88     -       878.659  (meters)    2882.73   (feet)  POSTED    
 JH0084  ___________________________________________________________________
 JH0084  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 JH0084  DYNAMIC HT  -         877.890 (meters)    2880.21  (feet)  COMP
 JH0084  MODELED GRAV-     979,727.3   (mgal)                       NAVD 88
 JH0084
 JH0084  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JH0084
 JH0084.The horizontal coordinates were scaled from a topographic map and have
 JH0084.an estimated accuracy of +/- 6 seconds.
 JH0084
 JH0084.The orthometric height was determined by differential leveling
 JH0084.and adjusted by the National Geodetic Survey in 1992..
 JH0084.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JH0084.rate of 2.1 thru 3.0 mm/km.
 JH0084
 JH0084.The geoid height was determined by GEOID03.
 JH0084
 JH0084.The dynamic height is computed by dividing the NAVD 88
 JH0084.geopotential number by the normal gravity value computed on the
 JH0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0084.degrees latitude (g = 980.6199 gals.).
 JH0084
 JH0084.The modeled gravity was interpolated from observed gravity values.
 JH0084
 JH0084;                    North         East    Units  Estimated Accuracy
 JH0084;SPC KS S     -   566,250.      188,670.      MT  (+/- 180 meters Scaled)
 JH0084
 JH0084                          SUPERSEDED SURVEY CONTROL
 JH0084
 JH0084  NGVD 29 (??/??/92)  878.319  (m)         2881.62   (f) ADJ UNCH    1 2
 JH0084
 JH0084.Superseded values are not recommended for survey control.
 JH0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0084.See file dsdata.txt to determine how the superseded data were derived.
 JH0084
 JH0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH325230(NAD 83)
 JH0084_MARKER: DB = BENCH MARK DISK
 JH0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0084_STAMPING: F-7 1933
 JH0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0084+STABILITY: SURFACE MOTION
 JH0084
 JH0084  HISTORY     - Date     Condition        Report By
 JH0084  HISTORY     - 1933     MONUMENTED       CGS
 JH0084
 JH0084                          STATION DESCRIPTION
 JH0084
 JH0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0084'8.2 MI S FROM FRIEND.
 JH0084'8.2 MILES SOUTH OF AT AND SF DEPOT, 12 FEET SOUTH OF MILE POST
 JH0084'144.  42 FEET EAST OF CENTERLINE OF ATCHISON TOPEKA AND SANTA
 JH0084'FE RAILROAD.  1 FOOT WEST OF RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0187 ***********************************************************************
 KH0187  DESIGNATION -  F 77
 KH0187  PID         -  KH0187
 KH0187  STATE/COUNTY-  KS/THOMAS
 KH0187  USGS QUAD   -  MINGO (1979)
 KH0187
 KH0187                         *CURRENT SURVEY CONTROL
 KH0187  ___________________________________________________________________
 KH0187* NAD 83(1986)-  39 16 41.     (N)    100 57 38.     (W)     SCALED    
 KH0187* NAVD 88     -       947.788  (meters)    3109.53   (feet)  ADJUSTED  
 KH0187  ___________________________________________________________________
 KH0187  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KH0187  DYNAMIC HT  -         947.037 (meters)    3107.07  (feet)  COMP
 KH0187  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 KH0187
 KH0187  VERT ORDER  -  SECOND    CLASS 0
 KH0187
 KH0187.The horizontal coordinates were scaled from a topographic map and have
 KH0187.an estimated accuracy of +/- 6 seconds.
 KH0187
 KH0187.The orthometric height was determined by differential leveling
 KH0187.and adjusted by the National Geodetic Survey in June 1991..
 KH0187
 KH0187.The geoid height was determined by GEOID03.
 KH0187
 KH0187.The dynamic height is computed by dividing the NAVD 88
 KH0187.geopotential number by the normal gravity value computed on the
 KH0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0187.degrees latitude (g = 980.6199 gals.).
 KH0187
 KH0187.The modeled gravity was interpolated from observed gravity values.
 KH0187
 KH0187;                    North         East    Units  Estimated Accuracy
 KH0187;SPC KS N     -   109,050.      144,600.      MT  (+/- 180 meters Scaled)
 KH0187
 KH0187                          SUPERSEDED SURVEY CONTROL
 KH0187
 KH0187  NGVD 29 (??/??/92)  947.434  (m)         3108.37   (f) ADJ UNCH    2 0
 KH0187
 KH0187.Superseded values are not recommended for survey control.
 KH0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0187.See file dsdata.txt to determine how the superseded data were derived.
 KH0187
 KH0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ308494(NAD 83)
 KH0187_MARKER: DB = BENCH MARK DISK
 KH0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0187_STAMPING: F-77 1934
 KH0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0187+STABILITY: SURFACE MOTION
 KH0187
 KH0187  HISTORY     - Date     Condition        Report By
 KH0187  HISTORY     - 1934     MONUMENTED       CGS
 KH0187
 KH0187                          STATION DESCRIPTION
 KH0187
 KH0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0187'AT MINGO.
 KH0187'AT MINGO 0.5 MILE NW OF MILE POST 213, APPROXIMATELY 75 YARDS
 KH0187'NW OF R. R. STATION, 38 FT NE OF CENTER OF TRACK AND IN LINE
 KH0187'WITH TELEGRAPH POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0302 ***********************************************************************
 KH0302  DESIGNATION -  F 78 RESET
 KH0302  PID         -  KH0302
 KH0302  STATE/COUNTY-  KS/RAWLINS
 KH0302  USGS QUAD   -  ATWOOD NE (1978)
 KH0302
 KH0302                         *CURRENT SURVEY CONTROL
 KH0302  ___________________________________________________________________
 KH0302* NAD 83(1986)-  39 54 02.     (N)    101 02 47.     (W)     SCALED    
 KH0302* NAVD 88     -       936.13   (meters)    3071.3    (feet)  RESET     
 KH0302  ___________________________________________________________________
 KH0302  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 KH0302
 KH0302  VERT ORDER  -  THIRD
 KH0302
 KH0302.The horizontal coordinates were scaled from a topographic map and have
 KH0302.an estimated accuracy of +/- 6 seconds.
 KH0302
 KH0302.The orthometric height was computed from unverified reset data.
 KH0302
 KH0302.The geoid height was determined by GEOID03.
 KH0302
 KH0302;                    North         East    Units  Estimated Accuracy
 KH0302;SPC KS N     -   178,370.      139,520.      MT  (+/- 180 meters Scaled)
 KH0302
 KH0302                          SUPERSEDED SURVEY CONTROL
 KH0302
 KH0302.No superseded survey control is available for this station.
 KH0302
 KH0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK250187(NAD 83)
 KH0302_MARKER: DB = BENCH MARK DISK
 KH0302_SETTING: 0 = UNSPECIFIED SETTING
 KH0302_STAMPING: F 78 RESET 1949
 KH0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0302
 KH0302  HISTORY     - Date     Condition        Report By
 KH0302  HISTORY     - 1949     MONUMENTED       CGS
 KH0302  HISTORY     - 1966     GOOD             NGS
 KH0302
 KH0302                          STATION DESCRIPTION
 KH0302
 KH0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KH0302'6.4 MI N FROM ATWOOD.
 KH0302'IT IS 73 FEET EAST OF THE CENTER OF STATE HIGHWAY 25, 35 FEET
 KH0302'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 33 FEET EAST OF A
 KH0302'NORTH-SOUTH ROAD, 13.5 FEET WEST-NORTHWEST OF A POWERLINE POLE,
 KH0302'2 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT NORTH OF A CORNER
 KH0302'FENCE POST, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0181 ***********************************************************************
 HH0181  DESIGNATION -  F 8
 HH0181  PID         -  HH0181
 HH0181  STATE/COUNTY-  KS/HASKELL
 HH0181  USGS QUAD   -  WEST OF COPELAND (1978)
 HH0181
 HH0181                         *CURRENT SURVEY CONTROL
 HH0181  ___________________________________________________________________
 HH0181* NAD 83(1986)-  37 30 15.     (N)    100 52 14.     (W)     SCALED    
 HH0181* NAVD 88     -       891.876  (meters)    2926.10   (feet)  ADJUSTED  
 HH0181  ___________________________________________________________________
 HH0181  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 HH0181  DYNAMIC HT  -         891.036 (meters)    2923.34  (feet)  COMP
 HH0181  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 HH0181
 HH0181  VERT ORDER  -  FIRST     CLASS II
 HH0181
 HH0181.The horizontal coordinates were scaled from a topographic map and have
 HH0181.an estimated accuracy of +/- 6 seconds.
 HH0181
 HH0181.The orthometric height was determined by differential leveling
 HH0181.and adjusted by the National Geodetic Survey in June 1991..
 HH0181
 HH0181.The geoid height was determined by GEOID03.
 HH0181
 HH0181.The dynamic height is computed by dividing the NAVD 88
 HH0181.geopotential number by the normal gravity value computed on the
 HH0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0181.degrees latitude (g = 980.6199 gals.).
 HH0181
 HH0181.The modeled gravity was interpolated from observed gravity values.
 HH0181
 HH0181;                    North         East    Units  Estimated Accuracy
 HH0181;SPC KS S     -   495,610.      190,430.      MT  (+/- 180 meters Scaled)
 HH0181
 HH0181                          SUPERSEDED SURVEY CONTROL
 HH0181
 HH0181  NGVD 29 (??/??/92)  891.500  (m)         2924.86   (f) ADJ UNCH    1 2
 HH0181
 HH0181.Superseded values are not recommended for survey control.
 HH0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0181.See file dsdata.txt to determine how the superseded data were derived.
 HH0181
 HH0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG346524(NAD 83)
 HH0181_MARKER: DB = BENCH MARK DISK
 HH0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0181_STAMPING: F 8 1933
 HH0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0181+STABILITY: SURFACE MOTION
 HH0181
 HH0181  HISTORY     - Date     Condition        Report By
 HH0181  HISTORY     - 1933     MONUMENTED       CGS
 HH0181  HISTORY     - 1962     MARK NOT FOUND   NGS
 HH0181
 HH0181                          STATION DESCRIPTION
 HH0181
 HH0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0181'31.6 MI S FROM GARDEN CITY.
 HH0181'IN HASKELL COUNTY, ABOUT 31.6 MILES SOUTH ALONG U.S. HIGHWAY
 HH0181'83 FROM THE MUNICIPAL WATER PLANT AT GARDEN CITY, FINNEY COUNTY,
 HH0181'ABOUT 2.0 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY 45,
 HH0181'29 FEET NORTH OF THE CENTER LINE OF AN EAST-AND-WEST COUNTY
 HH0181'ROAD, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 HH0181'NORTHEAST OF A FENCE CORNER, AND 2 FEET NORTH OF THE RIGHT-OF-WAY
 HH0181'FENCE.  A STANDARD DISK, STAMPED F 8 1933 AND SET IN THE TOP OF A
 HH0181'CONCRETE POST.
 HH0181
 HH0181                          STATION RECOVERY (1962)
 HH0181
 HH0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HH0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0453 ***********************************************************************
 KH0453  DESIGNATION -  F 80
 KH0453  PID         -  KH0453
 KH0453  STATE/COUNTY-  KS/SHERMAN
 KH0453  USGS QUAD   -  WILD HORSE DRAW (1979)
 KH0453
 KH0453                         *CURRENT SURVEY CONTROL
 KH0453  ___________________________________________________________________
 KH0453* NAD 83(1986)-  39 14 58.     (N)    101 43 35.     (W)     SCALED    
 KH0453* NAVD 88     -      1127.399  (meters)    3698.81   (feet)  ADJUSTED  
 KH0453  ___________________________________________________________________
 KH0453  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 KH0453  DYNAMIC HT  -        1126.441 (meters)    3695.67  (feet)  COMP
 KH0453  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 KH0453
 KH0453  VERT ORDER  -  SECOND    CLASS 0
 KH0453
 KH0453.The horizontal coordinates were scaled from a topographic map and have
 KH0453.an estimated accuracy of +/- 6 seconds.
 KH0453
 KH0453.The orthometric height was determined by differential leveling
 KH0453.and adjusted by the National Geodetic Survey in June 1991..
 KH0453
 KH0453.The geoid height was determined by GEOID03.
 KH0453
 KH0453.The dynamic height is computed by dividing the NAVD 88
 KH0453.geopotential number by the normal gravity value computed on the
 KH0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0453.degrees latitude (g = 980.6199 gals.).
 KH0453
 KH0453.The modeled gravity was interpolated from observed gravity values.
 KH0453
 KH0453;                    North         East    Units  Estimated Accuracy
 KH0453;SPC KS N     -   108,320.       78,440.      MT  (+/- 180 meters Scaled)
 KH0453
 KH0453                          SUPERSEDED SURVEY CONTROL
 KH0453
 KH0453  NGVD 29 (??/??/92) 1126.942  (m)         3697.31   (f) ADJ UNCH    2 0
 KH0453
 KH0453.Superseded values are not recommended for survey control.
 KH0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0453.See file dsdata.txt to determine how the superseded data were derived.
 KH0453
 KH0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ647480(NAD 83)
 KH0453_MARKER: DB = BENCH MARK DISK
 KH0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0453_STAMPING: F 80 1935
 KH0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0453+STABILITY: SURFACE MOTION
 KH0453
 KH0453  HISTORY     - Date     Condition        Report By
 KH0453  HISTORY     - 1935     MONUMENTED       CGS
 KH0453  HISTORY     - 1940     GOOD             NGS
 KH0453  HISTORY     - 1978     MARK NOT FOUND   USGS
 KH0453
 KH0453                          STATION DESCRIPTION
 KH0453
 KH0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0453'7 MI S FROM GOODLAND.
 KH0453'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0453'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0453'PARALLELING THE RAILROAD TRACKS, GO 0.7 MILE, TURN LEFT (SOUTH)
 KH0453'ACROSS THE TRACKS ONTO A SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0453'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 6 MILES.  BENCH
 KH0453'MARK IS 0.3 MILE SOUTH OF STATE HIGHWAY NO. 27 AND AN UNIMPROVED
 KH0453'EAST-WEST SECTION LINE ROAD, 63 FEET SOUTHWEST OF CENTER OF
 KH0453'INTERSECTION, 57 FEET WEST OF CENTER LINE OF STATE HIGHWAY NO.
 KH0453'27, 19 FEET SOUTH OF CENTER LINE OF THE EAST-WEST SECTION LINE
 KH0453'ROAD, 2.0 FEET EAST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 KH0453'PROJECTING 20 FEET.  A STD. DISK B M IN A CAST-IN-PLACE CONCRETE
 KH0453'POST PROJECTING 0.5 FOOT.
 KH0453
 KH0453                          STATION RECOVERY (1978)
 KH0453
 KH0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 KH0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0320 ***********************************************************************
 KH0320  DESIGNATION -  F 81
 KH0320  PID         -  KH0320
 KH0320  STATE/COUNTY-  KS/THOMAS
 KH0320  USGS QUAD   -  BREWSTER NE (1967)
 KH0320
 KH0320                         *CURRENT SURVEY CONTROL
 KH0320  ___________________________________________________________________
 KH0320* NAD 83(1986)-  39 22 40.     (N)    101 15 37.     (W)     SCALED    
 KH0320* NAVD 88     -      1007.858  (meters)    3306.61   (feet)  ADJUSTED  
 KH0320  ___________________________________________________________________
 KH0320  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 KH0320  DYNAMIC HT  -        1007.045 (meters)    3303.95  (feet)  COMP
 KH0320  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 KH0320
 KH0320  VERT ORDER  -  SECOND    CLASS 0
 KH0320
 KH0320.The horizontal coordinates were scaled from a topographic map and have
 KH0320.an estimated accuracy of +/- 6 seconds.
 KH0320
 KH0320.The orthometric height was determined by differential leveling
 KH0320.and adjusted by the National Geodetic Survey in June 1991..
 KH0320
 KH0320.The geoid height was determined by GEOID03.
 KH0320
 KH0320.The dynamic height is computed by dividing the NAVD 88
 KH0320.geopotential number by the normal gravity value computed on the
 KH0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0320.degrees latitude (g = 980.6199 gals.).
 KH0320
 KH0320.The modeled gravity was interpolated from observed gravity values.
 KH0320
 KH0320;                    North         East    Units  Estimated Accuracy
 KH0320;SPC KS N     -   121,000.      119,150.      MT  (+/- 180 meters Scaled)
 KH0320
 KH0320                          SUPERSEDED SURVEY CONTROL
 KH0320
 KH0320  NGVD 29 (??/??/92) 1007.463  (m)         3305.32   (f) ADJ UNCH    2 0
 KH0320
 KH0320.Superseded values are not recommended for survey control.
 KH0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0320.See file dsdata.txt to determine how the superseded data were derived.
 KH0320
 KH0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ053611(NAD 83)
 KH0320_MARKER: DB = BENCH MARK DISK
 KH0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0320_STAMPING: F 81 1935
 KH0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0320+STABILITY: SURFACE MOTION
 KH0320
 KH0320  HISTORY     - Date     Condition        Report By
 KH0320  HISTORY     - 1935     MONUMENTED       CGS
 KH0320  HISTORY     - 1942     GOOD             NGS
 KH0320
 KH0320                          STATION DESCRIPTION
 KH0320
 KH0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0320'3.5 MI W FROM LEVANT.
 KH0320'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0320'RAILROAD FROM THE STATION AT LEVANT, THOMAS COUNTY, 5 POLES
 KH0320'EAST OF MILE POLE 399/20, AT A NORTH-AND-SOUTH ROAD CROSSING,
 KH0320'100 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 32 FEET EAST
 KH0320'OF THE CENTER LINE OF THE ROAD, AND 1 FOOT NORTH AND 1 FOOT EAST
 KH0320'OF A FENCE CORNER.  A STANDARD DISK, STAMPED F 81 1935 AND
 KH0320'SET IN THE TOP OF A CONCRETE POST.
 KH0320
 KH0320                          STATION RECOVERY (1942)
 KH0320
 KH0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0406 ***********************************************************************
 KH0406  DESIGNATION -  F 82
 KH0406  PID         -  KH0406
 KH0406  STATE/COUNTY-  KS/SHERMAN
 KH0406  USGS QUAD   -  GOODLAND (1974)
 KH0406
 KH0406                         *CURRENT SURVEY CONTROL
 KH0406  ___________________________________________________________________
 KH0406* NAD 83(1986)-  39 20 24.     (N)    101 42 20.     (W)     SCALED    
 KH0406* NAVD 88     -      1123.346  (meters)    3685.51   (feet)  ADJUSTED  
 KH0406  ___________________________________________________________________
 KH0406  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KH0406  DYNAMIC HT  -        1122.401 (meters)    3682.41  (feet)  COMP
 KH0406  MODELED GRAV-     979,748.0   (mgal)                       NAVD 88
 KH0406
 KH0406  VERT ORDER  -  SECOND    CLASS 0
 KH0406
 KH0406.The horizontal coordinates were scaled from a topographic map and have
 KH0406.an estimated accuracy of +/- 6 seconds.
 KH0406
 KH0406.The orthometric height was determined by differential leveling
 KH0406.and adjusted by the National Geodetic Survey in June 1991..
 KH0406
 KH0406.The geoid height was determined by GEOID03.
 KH0406
 KH0406.The dynamic height is computed by dividing the NAVD 88
 KH0406.geopotential number by the normal gravity value computed on the
 KH0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0406.degrees latitude (g = 980.6199 gals.).
 KH0406
 KH0406.The modeled gravity was interpolated from observed gravity values.
 KH0406
 KH0406;                    North         East    Units  Estimated Accuracy
 KH0406;SPC KS N     -   118,290.       80,650.      MT  (+/- 180 meters Scaled)
 KH0406
 KH0406                          SUPERSEDED SURVEY CONTROL
 KH0406
 KH0406  NGVD 29 (??/??/92) 1122.893  (m)         3684.02   (f) ADJ UNCH    2 0
 KH0406
 KH0406.Superseded values are not recommended for survey control.
 KH0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0406.See file dsdata.txt to determine how the superseded data were derived.
 KH0406
 KH0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ668579(NAD 83)
 KH0406_MARKER: DB = BENCH MARK DISK
 KH0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0406_STAMPING: F 82 1935
 KH0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0406+STABILITY: SURFACE MOTION
 KH0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0406+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2006
 KH0406
 KH0406  HISTORY     - Date     Condition        Report By
 KH0406  HISTORY     - 1935     MONUMENTED       CGS
 KH0406  HISTORY     - 20050718 MARK NOT FOUND   INDIV
 KH0406  HISTORY     - 20060710 GOOD             INDIV
 KH0406
 KH0406                          STATION DESCRIPTION
 KH0406
 KH0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0406'0.3 MI E FROM GOODLAND.
 KH0406'0.3 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0406'FROM THE STATION AT GOODLAND, SHERMAN COUNTY, AT THE CROSSING
 KH0406'OF U.S. HIGHWAY 24, 45 FEET SOUTH OF THE CENTER LINE OF THE
 KH0406'TRACK, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 KH0406'SOUTHEAST OF A CROSSING-WARNING SIGNAL, AND 10 FEET EAST OF A
 KH0406'POLE.  A STANDARD DISK, STAMPED F 82 1935 AND SET IN THE TOP
 KH0406'OF A CONCRETE POST.
 KH0406
 KH0406                          STATION RECOVERY (2005)
 KH0406
 KH0406'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLE)
 KH0406'RECENT STREET AND RAILROAD CROSSING IMPROVEMENTS HAVE DEPOSITED SOIL
 KH0406'OVER THE DESCRIBED MARK LOCATION.  MARK IS BURIED, IF IT IS THERE AT
 KH0406'ALL.  ONLY REMAINING ORIGINAL REFERENCE TIE IS THE RAILROAD
 KH0406'CENTERLINE.
 KH0406
 KH0406                          STATION RECOVERY (2006)
 KH0406
 KH0406'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLE)
 KH0406'IN GOODLAND.
 KH0406'FOUND MARK F 82 1935 IN THE SOUTHEAST QUAD OF THE INTERSECTION OF THE
 KH0406'MID-STATES PORT AUTHORITY RAILROAD AND CHERRY STREET.  THE MARK IS
 KH0406'FLUSH WITH THE GROUND.  REFERENCES FOLLOW,
 KH0406'1.  49.2 FEET NORTH TO THE MAIN TRACK CENTERLINE.
 KH0406'2.  32.1 FEET WEST TO THE BACK OF CURB ON THE EAST SIDE OF CHERRY
 KH0406'STREET.
 KH0406'3.  16.6 FEET WEST TO THE EAST EDGE OF A CONCRETE SIDEWALK.
 KH0406'4.  31.6 FEET SOUTH TO THE NORTH EDGE OF A CONCRETE DRIVEWAY (PIZZA
 KH0406'HUT).
 KH0406'5.  100.5 FEET SOUTHWEST TO THE CENTER OF A MANHOLE IN THE SOUTHBOUND
 KH0406'LANE OF CHERRY STREET.
 KH0406'6.  59.54 FEET NORTHWEST TO THE SOUTH EDGE OF THE CONCRETE RAILROAD
 KH0406'CROSSING APPROACH AT THE CONSTRUCTION JOINT NEAR THE CHERRY STREET
 KH0406'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0244 ***********************************************************************
 JH0244  DESIGNATION -  F 83
 JH0244  PID         -  JH0244
 JH0244  STATE/COUNTY-  KS/SCOTT
 JH0244  USGS QUAD   -  MODOC (1976)
 JH0244
 JH0244                         *CURRENT SURVEY CONTROL
 JH0244  ___________________________________________________________________
 JH0244* NAD 83(1997)-  38 29 12.42489(N)    101 01 02.20677(W)     ADJUSTED  
 JH0244* NAVD 88     -       936.336  (meters)    3071.96   (feet)  ADJUSTED  
 JH0244  ___________________________________________________________________
 JH0244  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 JH0244  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 JH0244  DYNAMIC HT  -         935.545 (meters)    3069.37  (feet)  COMP
 JH0244  MODELED GRAV-     979,751.3   (mgal)                       NAVD 88
 JH0244
 JH0244  HORZ ORDER  -  SECOND
 JH0244  VERT ORDER  -  SECOND    CLASS 0
 JH0244
 JH0244.The horizontal coordinates were established by classical geodetic methods
 JH0244.and adjusted by the National Geodetic Survey in October 1998..
 JH0244
 JH0244.The orthometric height was determined by differential leveling
 JH0244.and adjusted by the National Geodetic Survey in June 1991..
 JH0244
 JH0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0244
 JH0244.The geoid height was determined by GEOID03.
 JH0244
 JH0244.The dynamic height is computed by dividing the NAVD 88
 JH0244.geopotential number by the normal gravity value computed on the
 JH0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0244.degrees latitude (g = 980.6199 gals.).
 JH0244
 JH0244.The modeled gravity was interpolated from observed gravity values.
 JH0244
 JH0244;                    North         East     Units Scale Factor Converg.
 JH0244;SPC KS S     -   604,975.894   180,400.553   MT  0.99998518   -1 32 49.0
 JH0244;UTM  14      - 4,261,755.048   324,057.089   MT  0.99998123   -1 15 20.7
 JH0244
 JH0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0244!SPC KS S     -   0.99985697  x   0.99998518  =   0.99984216
 JH0244!UTM  14      -   0.99985697  x   0.99998123  =   0.99983821
 JH0244
 JH0244                          SUPERSEDED SURVEY CONTROL
 JH0244
 JH0244  NAD 83(1986)-  38 29 12.42853(N)    101 01 02.20626(W) AD(       ) 2
 JH0244  NAD 27      -  38 29 12.35526(N)    101 01 00.65957(W) AD(       ) 2
 JH0244  NGVD 29 (??/??/92)  936.032  (m)         3070.97   (f) ADJ UNCH    2 0
 JH0244
 JH0244.Superseded values are not recommended for survey control.
 JH0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0244.See file dsdata.txt to determine how the superseded data were derived.
 JH0244
 JH0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH2405761755(NAD 83)
 JH0244_MARKER: DB = BENCH MARK DISK
 JH0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0244_STAMPING: F 83 1935
 JH0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0244+STABILITY: SURFACE MOTION
 JH0244
 JH0244  HISTORY     - Date     Condition        Report By
 JH0244  HISTORY     - 1935     MONUMENTED       CGS
 JH0244  HISTORY     - 1940     GOOD             NGS
 JH0244
 JH0244                          STATION DESCRIPTION
 JH0244
 JH0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0244'3.5 MI E FROM MODOC.
 JH0244'3.5 MILES EAST OF THE MISSOURI PACIFIC RAILROAD STATION IN
 JH0244'MODOC BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI
 JH0244'PACIFIC RAILROAD, 110 FEET SOUTHEAST OF THE FOURTH POLE EAST OF
 JH0244'MILEPOST NO. 688-30, 49.5 FEET SOUTH OF THE CENTER LINE OF THE
 JH0244'TRACK, 4.2 FEET NORTHEAST OF A T-FENCE CORNER, 2.5 FEET NORTH OF
 JH0244'THE RIGHT-OF-WAY FENCE, 2.5 FEET WEST OF A 4 X 4 INCH WOODEN
 JH0244'POST PAINTED WHITE PROJECTING 20 FEET.  MONUMENT PROJECTS 0.5
 JH0244'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0542 ***********************************************************************
 HH0542  DESIGNATION -  F 84
 HH0542  PID         -  HH0542
 HH0542  STATE/COUNTY-  KS/STANTON
 HH0542  USGS QUAD   -  JOHNSON WEST (1973)
 HH0542
 HH0542                         *CURRENT SURVEY CONTROL
 HH0542  ___________________________________________________________________
 HH0542* NAD 83(1986)-  37 32 02.     (N)    101 50 58.     (W)     SCALED    
 HH0542* NAVD 88     -      1055.047  (meters)    3461.43   (feet)  ADJUSTED  
 HH0542  ___________________________________________________________________
 HH0542  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 HH0542  DYNAMIC HT  -        1054.025 (meters)    3458.08  (feet)  COMP
 HH0542  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 HH0542
 HH0542  VERT ORDER  -  SECOND    CLASS 0
 HH0542
 HH0542.The horizontal coordinates were scaled from a topographic map and have
 HH0542.an estimated accuracy of +/- 6 seconds.
 HH0542
 HH0542.The orthometric height was determined by differential leveling
 HH0542.and adjusted by the National Geodetic Survey in June 1991..
 HH0542
 HH0542.The geoid height was determined by GEOID03.
 HH0542
 HH0542.The dynamic height is computed by dividing the NAVD 88
 HH0542.geopotential number by the normal gravity value computed on the
 HH0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0542.degrees latitude (g = 980.6199 gals.).
 HH0542
 HH0542.The modeled gravity was interpolated from observed gravity values.
 HH0542
 HH0542;                    North         East    Units  Estimated Accuracy
 HH0542;SPC KS S     -   501,570.      104,030.      MT  (+/- 180 meters Scaled)
 HH0542
 HH0542                          SUPERSEDED SURVEY CONTROL
 HH0542
 HH0542  NGVD 29 (??/??/92) 1054.626  (m)         3460.05   (f) ADJ UNCH    2 0
 HH0542
 HH0542.Superseded values are not recommended for survey control.
 HH0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0542.See file dsdata.txt to determine how the superseded data were derived.
 HH0542
 HH0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG482579(NAD 83)
 HH0542_MARKER: DB = BENCH MARK DISK
 HH0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0542_STAMPING: F 84 1935
 HH0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0542+STABILITY: SURFACE MOTION
 HH0542
 HH0542  HISTORY     - Date     Condition        Report By
 HH0542  HISTORY     - 1935     MONUMENTED       CGS
 HH0542  HISTORY     - 1947     GOOD             NGS
 HH0542  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0542
 HH0542                          STATION DESCRIPTION
 HH0542
 HH0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HH0542'2 MI E FROM MANTER.
 HH0542'2.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0542'FROM THE STATION AT MANTER, STANTON COUNTY, AT MILEPOST 51,
 HH0542'100 YARDS WEST OF A ROAD CROSSING, AND 49 FEET NORTH OF THE
 HH0542'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED F 84 1935
 HH0542'AND SET IN THE TOP OF A CONCRETE POST.
 HH0542
 HH0542                          STATION RECOVERY (1973)
 HH0542
 HH0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0360 ***********************************************************************
 HH0360  DESIGNATION -  F 85
 HH0360  PID         -  HH0360
 HH0360  STATE/COUNTY-  KS/HASKELL
 HH0360  USGS QUAD   -  RYUS (1975)
 HH0360
 HH0360                         *CURRENT SURVEY CONTROL
 HH0360  ___________________________________________________________________
 HH0360* NAD 83(1986)-  37 27 14.     (N)    101 01 24.     (W)     SCALED    
 HH0360* NAVD 88     -       907.676  (meters)    2977.93   (feet)  ADJUSTED  
 HH0360  ___________________________________________________________________
 HH0360  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HH0360  DYNAMIC HT  -         906.816 (meters)    2975.11  (feet)  COMP
 HH0360  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 HH0360
 HH0360  VERT ORDER  -  SECOND    CLASS 0
 HH0360
 HH0360.The horizontal coordinates were scaled from a topographic map and have
 HH0360.an estimated accuracy of +/- 6 seconds.
 HH0360
 HH0360.The orthometric height was determined by differential leveling
 HH0360.and adjusted by the National Geodetic Survey in June 1991..
 HH0360
 HH0360.The geoid height was determined by GEOID03.
 HH0360
 HH0360.The dynamic height is computed by dividing the NAVD 88
 HH0360.geopotential number by the normal gravity value computed on the
 HH0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0360.degrees latitude (g = 980.6199 gals.).
 HH0360
 HH0360.The modeled gravity was interpolated from observed gravity values.
 HH0360
 HH0360;                    North         East    Units  Estimated Accuracy
 HH0360;SPC KS S     -   490,390.      176,770.      MT  (+/- 180 meters Scaled)
 HH0360
 HH0360                          SUPERSEDED SURVEY CONTROL
 HH0360
 HH0360  NGVD 29 (??/??/92)  907.296  (m)         2976.69   (f) ADJ UNCH    2 0
 HH0360
 HH0360.Superseded values are not recommended for survey control.
 HH0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0360.See file dsdata.txt to determine how the superseded data were derived.
 HH0360
 HH0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG210471(NAD 83)
 HH0360_MARKER: DB = BENCH MARK DISK
 HH0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0360_STAMPING: F 85 1935
 HH0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0360+STABILITY: SURFACE MOTION
 HH0360
 HH0360  HISTORY     - Date     Condition        Report By
 HH0360  HISTORY     - 1935     MONUMENTED       CGS
 HH0360  HISTORY     - 1940     GOOD             NGS
 HH0360  HISTORY     - 1972     MARK NOT FOUND   USGS
 HH0360
 HH0360                          STATION DESCRIPTION
 HH0360
 HH0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HH0360'2.2 MI NW FROM SATANTA.
 HH0360'2.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0360'RAILWAY FROM THE STATION AT SATANTA, HASKELL COUNTY, 0.4 MILE
 HH0360'NORTHWEST OF A ROAD CROSSING, 13.7 FEET SOUTH OF MILEPOST 2,
 HH0360'3 POLES NORTHWEST OF A PRIVATE-ROAD CROSSING, 48.5 FEET SOUTHWEST
 HH0360'OF THE CENTERLINE OF THE TRACK, AND 1.3 FEET NORTHEAST OF THE
 HH0360'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 85 1935 AND SET
 HH0360'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 HH0360
 HH0360                          STATION RECOVERY (1972)
 HH0360
 HH0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0336 ***********************************************************************
 HH0336  DESIGNATION -  F 86
 HH0336  PID         -  HH0336
 HH0336  STATE/COUNTY-  KS/STEVENS
 HH0336  USGS QUAD   -  WOODS NW (1974)
 HH0336
 HH0336                         *CURRENT SURVEY CONTROL
 HH0336  ___________________________________________________________________
 HH0336* NAD 83(1986)-  37 10 13.     (N)    101 14 55.     (W)     SCALED    
 HH0336* NAVD 88     -       929.496  (meters)    3049.52   (feet)  ADJUSTED  
 HH0336  ___________________________________________________________________
 HH0336  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 HH0336  DYNAMIC HT  -         928.576 (meters)    3046.50  (feet)  COMP
 HH0336  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 HH0336
 HH0336  VERT ORDER  -  SECOND    CLASS 0
 HH0336
 HH0336.The horizontal coordinates were scaled from a topographic map and have
 HH0336.an estimated accuracy of +/- 6 seconds.
 HH0336
 HH0336.The orthometric height was determined by differential leveling
 HH0336.and adjusted by the National Geodetic Survey in June 1991..
 HH0336
 HH0336.The geoid height was determined by GEOID03.
 HH0336
 HH0336.The dynamic height is computed by dividing the NAVD 88
 HH0336.geopotential number by the normal gravity value computed on the
 HH0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0336.degrees latitude (g = 980.6199 gals.).
 HH0336
 HH0336.The modeled gravity was interpolated from observed gravity values.
 HH0336
 HH0336;                    North         East    Units  Estimated Accuracy
 HH0336;SPC KS S     -   459,490.      155,920.      MT  (+/- 180 meters Scaled)
 HH0336
 HH0336                          SUPERSEDED SURVEY CONTROL
 HH0336
 HH0336  NGVD 29 (??/??/92)  929.092  (m)         3048.20   (f) ADJ UNCH    2 0
 HH0336
 HH0336.Superseded values are not recommended for survey control.
 HH0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0336.See file dsdata.txt to determine how the superseded data were derived.
 HH0336
 HH0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG003161(NAD 83)
 HH0336_MARKER: DB = BENCH MARK DISK
 HH0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0336_STAMPING: F 86 1935
 HH0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0336+STABILITY: SURFACE MOTION
 HH0336
 HH0336  HISTORY     - Date     Condition        Report By
 HH0336  HISTORY     - 1935     MONUMENTED       CGS
 HH0336  HISTORY     - 1972     MARK NOT FOUND   USGS
 HH0336
 HH0336                          STATION DESCRIPTION
 HH0336
 HH0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0336'6 MI E FROM HUGOTON.
 HH0336'6.0 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE COUNTY COURTHOUSE
 HH0336'AT HUGOTON, STEVENS COUNTY, AT A ROAD INTERSECTION, 65 FEET
 HH0336'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 26 FEET WEST OF
 HH0336'THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED F 86 1935
 HH0336'AND SET IN THE TOP OF A CONCRETE POST.
 HH0336
 HH0336                          STATION RECOVERY (1972)
 HH0336
 HH0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0393 ***********************************************************************
 HH0393  DESIGNATION -  F 87
 HH0393  PID         -  HH0393
 HH0393  STATE/COUNTY-  KS/MORTON
 HH0393  USGS QUAD   -  ROLLA NW (1973)
 HH0393
 HH0393                         *CURRENT SURVEY CONTROL
 HH0393  ___________________________________________________________________
 HH0393* NAD 83(1986)-  37 11 59.     (N)    101 37 41.     (W)     SCALED    
 HH0393* NAVD 88     -      1005.282  (meters)    3298.16   (feet)  ADJUSTED  
 HH0393  ___________________________________________________________________
 HH0393  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 HH0393  DYNAMIC HT  -        1004.275 (meters)    3294.86  (feet)  COMP
 HH0393  MODELED GRAV-     979,594.7   (mgal)                       NAVD 88
 HH0393
 HH0393  VERT ORDER  -  SECOND    CLASS 0
 HH0393
 HH0393.The horizontal coordinates were scaled from a topographic map and have
 HH0393.an estimated accuracy of +/- 6 seconds.
 HH0393
 HH0393.The orthometric height was determined by differential leveling
 HH0393.and adjusted by the National Geodetic Survey in June 1991..
 HH0393
 HH0393.The geoid height was determined by GEOID03.
 HH0393
 HH0393.The dynamic height is computed by dividing the NAVD 88
 HH0393.geopotential number by the normal gravity value computed on the
 HH0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0393.degrees latitude (g = 980.6199 gals.).
 HH0393
 HH0393.The modeled gravity was interpolated from observed gravity values.
 HH0393
 HH0393;                    North         East    Units  Estimated Accuracy
 HH0393;SPC KS S     -   463,820.      122,350.      MT  (+/- 180 meters Scaled)
 HH0393
 HH0393                          SUPERSEDED SURVEY CONTROL
 HH0393
 HH0393  NGVD 29 (??/??/92) 1004.850  (m)         3296.75   (f) ADJ UNCH    2 0
 HH0393
 HH0393.Superseded values are not recommended for survey control.
 HH0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0393.See file dsdata.txt to determine how the superseded data were derived.
 HH0393
 HH0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG667202(NAD 83)
 HH0393_MARKER: DB = BENCH MARK DISK
 HH0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0393_STAMPING: F 87 1935
 HH0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0393+STABILITY: SURFACE MOTION
 HH0393
 HH0393  HISTORY     - Date     Condition        Report By
 HH0393  HISTORY     - 1935     MONUMENTED       CGS
 HH0393  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0393
 HH0393                          STATION DESCRIPTION
 HH0393
 HH0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0393'12.7 MI SE FROM RICHFIELD.
 HH0393'12.7 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM RICHFIELD,
 HH0393'MORTON COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST, 30 FEET
 HH0393'WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTH OF THE
 HH0393'CENTER LINE OF THE EAST-AND-WEST ROAD, AND 2 FEET NORTH OF A POLE.
 HH0393'A STANDARD DISK, STAMPED F 87 1935 AND SET IN THE TOP OF A
 HH0393'CONCRETE POST.
 HH0393
 HH0393                          STATION RECOVERY (1973)
 HH0393
 HH0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0423 ***********************************************************************
 HH0423  DESIGNATION -  F 88
 HH0423  PID         -  HH0423
 HH0423  STATE/COUNTY-  KS/MORTON
 HH0423  USGS QUAD   -  ELKHART NW (1973)
 HH0423
 HH0423                         *CURRENT SURVEY CONTROL
 HH0423  ___________________________________________________________________
 HH0423* NAD 83(1986)-  37 11 06.     (N)    101 53 58.     (W)     SCALED    
 HH0423* NAVD 88     -      1073.015  (meters)    3520.38   (feet)  ADJUSTED  
 HH0423  ___________________________________________________________________
 HH0423  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 HH0423  DYNAMIC HT  -        1071.932 (meters)    3516.83  (feet)  COMP
 HH0423  MODELED GRAV-     979,584.9   (mgal)                       NAVD 88
 HH0423
 HH0423  VERT ORDER  -  SECOND    CLASS 0
 HH0423
 HH0423.The horizontal coordinates were scaled from a topographic map and have
 HH0423.an estimated accuracy of +/- 6 seconds.
 HH0423
 HH0423.The orthometric height was determined by differential leveling
 HH0423.and adjusted by the National Geodetic Survey in June 1991..
 HH0423
 HH0423.The geoid height was determined by GEOID03.
 HH0423
 HH0423.The dynamic height is computed by dividing the NAVD 88
 HH0423.geopotential number by the normal gravity value computed on the
 HH0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0423.degrees latitude (g = 980.6199 gals.).
 HH0423
 HH0423.The modeled gravity was interpolated from observed gravity values.
 HH0423
 HH0423;                    North         East    Units  Estimated Accuracy
 HH0423;SPC KS S     -   463,030.       98,210.      MT  (+/- 180 meters Scaled)
 HH0423
 HH0423                          SUPERSEDED SURVEY CONTROL
 HH0423
 HH0423  NGVD 29 (??/??/92) 1072.568  (m)         3518.92   (f) ADJ UNCH    2 0
 HH0423
 HH0423.Superseded values are not recommended for survey control.
 HH0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0423.See file dsdata.txt to determine how the superseded data were derived.
 HH0423
 HH0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG426193(NAD 83)
 HH0423_MARKER: DB = BENCH MARK DISK
 HH0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0423_STAMPING: F 88 1935
 HH0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0423+STABILITY: SURFACE MOTION
 HH0423
 HH0423  HISTORY     - Date     Condition        Report By
 HH0423  HISTORY     - 1935     MONUMENTED       CGS
 HH0423
 HH0423                          STATION DESCRIPTION
 HH0423
 HH0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0423'11.6 MI SW FROM RICHFIELD.
 HH0423'11.6 MI. S.W. ALONG STATE 12.  ABOUT 15 FT. S. OF THE CENTER
 HH0423'LINE OF A DIM CROSS-ROAD, ABOUT 45 FT. E. OF THE CENTER LINE
 HH0423'OF THE HWY. AND 1 FT. N. AND 12 FT. E. OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0424 ***********************************************************************
 HH0424  DESIGNATION -  F 88 RESET
 HH0424  PID         -  HH0424
 HH0424  STATE/COUNTY-  KS/MORTON
 HH0424  USGS QUAD   -  ELKHART NW (1973)
 HH0424
 HH0424                         *CURRENT SURVEY CONTROL
 HH0424  ___________________________________________________________________
 HH0424* NAD 83(1986)-  37 11 06.     (N)    101 54 01.     (W)     SCALED    
 HH0424* NAVD 88     -      1074.15   (meters)    3524.1    (feet)  RESET     
 HH0424  ___________________________________________________________________
 HH0424  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 HH0424
 HH0424  VERT ORDER  -  THIRD
 HH0424
 HH0424.The horizontal coordinates were scaled from a topographic map and have
 HH0424.an estimated accuracy of +/- 6 seconds.
 HH0424
 HH0424.The orthometric height was computed from unverified reset data.
 HH0424
 HH0424.The geoid height was determined by GEOID03.
 HH0424
 HH0424;                    North         East    Units  Estimated Accuracy
 HH0424;SPC KS S     -   463,030.       98,130.      MT  (+/- 180 meters Scaled)
 HH0424
 HH0424                          SUPERSEDED SURVEY CONTROL
 HH0424
 HH0424.No superseded survey control is available for this station.
 HH0424
 HH0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG425193(NAD 83)
 HH0424_MARKER: DB = BENCH MARK DISK
 HH0424_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0424_SP_SET: CULVERT
 HH0424_STAMPING: F 88 RESET 1941
 HH0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0424
 HH0424  HISTORY     - Date     Condition        Report By
 HH0424  HISTORY     - 1941     MONUMENTED       KSHC
 HH0424  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0424
 HH0424                          STATION DESCRIPTION
 HH0424
 HH0424'DESCRIBED BY KS HIGHWAY COMM 1941
 HH0424'11.6 MI SW FROM RICHFIELD.
 HH0424'11.6 MILES SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 51
 HH0424'FROM RICHFIELD, MORTON COUNTY, AT THE INTERSECTION OF A DIRT
 HH0424'ROAD, 50 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD, 18 FEET
 HH0424'WEST OF THE CENTER LINE OF THE OLD HIGHWAY, AT A CULVERT UNDER
 HH0424'THE NEW HIGHWAY, AND IN THE CENTER OF THE TOP OF THE EAST
 HH0424'HEADWALL.  A STANDARD DISK, STAMPED F 88 RESET 1941.
 HH0424
 HH0424                          STATION RECOVERY (1973)
 HH0424
 HH0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0481 ***********************************************************************
 HH0481  DESIGNATION -  F 89 RESET
 HH0481  PID         -  HH0481
 HH0481  STATE/COUNTY-  KS/STANTON
 HH0481  USGS QUAD   -  RICHFIELD NE (1973)
 HH0481
 HH0481                         *CURRENT SURVEY CONTROL
 HH0481  ___________________________________________________________________
 HH0481* NAD 83(1986)-  37 28 32.     (N)    101 45 43.     (W)     SCALED    
 HH0481* NAVD 88     -      1024.30   (meters)    3360.6    (feet)  RESET     
 HH0481  ___________________________________________________________________
 HH0481  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 HH0481
 HH0481  VERT ORDER  -  THIRD
 HH0481
 HH0481.The horizontal coordinates were scaled from a topographic map and have
 HH0481.an estimated accuracy of +/- 6 seconds.
 HH0481
 HH0481.The orthometric height was computed from unverified reset data.
 HH0481
 HH0481.The geoid height was determined by GEOID03.
 HH0481
 HH0481;                    North         East    Units  Estimated Accuracy
 HH0481;SPC KS S     -   494,820.      111,540.      MT  (+/- 180 meters Scaled)
 HH0481
 HH0481                          SUPERSEDED SURVEY CONTROL
 HH0481
 HH0481.No superseded survey control is available for this station.
 HH0481
 HH0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG557512(NAD 83)
 HH0481_MARKER: DB = BENCH MARK DISK
 HH0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0481_STAMPING: F 89 RESET 1936
 HH0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0481+STABILITY: SURFACE MOTION
 HH0481
 HH0481  HISTORY     - Date     Condition        Report By
 HH0481  HISTORY     - 1936     MONUMENTED       CGS
 HH0481  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0481
 HH0481                          STATION DESCRIPTION
 HH0481
 HH0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 HH0481'6 MI S FROM JOHNSON.
 HH0481'ABOUT 6 MILES SOUTH ALONG STATE HIGHWAY 27 FROM JOHNSON, STANTON
 HH0481'COUNTY, AT THE SOUTHEAST CORNER OF A CROSSROADS, 71 FEET EAST
 HH0481'OF THE CENTERLINE OF THE HIGHWAY, AND 20 FEET SOUTH OF THE
 HH0481'CENTERLINE OF THE CROSSROAD.  A STANDARD DISK, STAMPED F 89
 HH0481'RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.
 HH0481
 HH0481                          STATION RECOVERY (1973)
 HH0481
 HH0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0093 ***********************************************************************
 JH0093  DESIGNATION -  F 9
 JH0093  PID         -  JH0093
 JH0093  STATE/COUNTY-  KS/LOGAN
 JH0093  USGS QUAD   -  ELKADER NE (1972)
 JH0093
 JH0093                         *CURRENT SURVEY CONTROL
 JH0093  ___________________________________________________________________
 JH0093* NAD 83(1986)-  38 54 58.     (N)    100 51 08.     (W)     SCALED    
 JH0093* NAVD 88     -       889.875  (meters)    2919.53   (feet)  POSTED    
 JH0093  ___________________________________________________________________
 JH0093  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 JH0093  DYNAMIC HT  -         889.160 (meters)    2917.19  (feet)  COMP
 JH0093  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 JH0093
 JH0093  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JH0093
 JH0093.The horizontal coordinates were scaled from a topographic map and have
 JH0093.an estimated accuracy of +/- 6 seconds.
 JH0093
 JH0093.The orthometric height was determined by differential leveling
 JH0093.and adjusted by the National Geodetic Survey in 1992..
 JH0093.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JH0093.rate of 0.0 thru 1.0 mm/km.
 JH0093
 JH0093.The geoid height was determined by GEOID03.
 JH0093
 JH0093.The dynamic height is computed by dividing the NAVD 88
 JH0093.geopotential number by the normal gravity value computed on the
 JH0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0093.degrees latitude (g = 980.6199 gals.).
 JH0093
 JH0093.The modeled gravity was interpolated from observed gravity values.
 JH0093
 JH0093;                    North         East    Units  Estimated Accuracy
 JH0093;SPC KS N     -    68,590.      152,680.      MT  (+/- 180 meters Scaled)
 JH0093
 JH0093                          SUPERSEDED SURVEY CONTROL
 JH0093
 JH0093  NGVD 29 (??/??/92)  889.542  (m)         2918.44   (f) ADJ UNCH    1 2
 JH0093
 JH0093.Superseded values are not recommended for survey control.
 JH0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0093.See file dsdata.txt to determine how the superseded data were derived.
 JH0093
 JH0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ394090(NAD 83)
 JH0093_MARKER: DB = BENCH MARK DISK
 JH0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JH0093_SP_SET: BRIDGE
 JH0093_STAMPING: F-9 1933
 JH0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0093
 JH0093  HISTORY     - Date     Condition        Report By
 JH0093  HISTORY     - 1933     MONUMENTED       CGS
 JH0093  HISTORY     - 1949     GOOD             NGS
 JH0093  HISTORY     - 1979     GOOD             KSDT
 JH0093  HISTORY     - 1986     MARK NOT FOUND   NGS
 JH0093
 JH0093                          STATION DESCRIPTION
 JH0093
 JH0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0093'8.6 MI N FROM ELKADER.
 JH0093'8.57 MILES NORTH OF ELKADER POST OFFICE SET IN NORTHEAST CORNER
 JH0093'ON WINGWALL OF U.S. 83 HIGHWAY BRIDGE OVER PLUME CREEK, 69 FEET
 JH0093'SOUTH OF CENTERLINE OF SECTION ROAD.
 JH0093
 JH0093                          STATION RECOVERY (1949)
 JH0093
 JH0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JH0093'RECOVERED IN GOOD CONDITION.
 JH0093
 JH0093                          STATION RECOVERY (1979)
 JH0093
 JH0093'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1979
 JH0093'RECOVERED IN GOOD CONDITION.
 JH0093
 JH0093                          STATION RECOVERY (1986)
 JH0093
 JH0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0093'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0221 ***********************************************************************
 HH0221  DESIGNATION -  F 91
 HH0221  PID         -  HH0221
 HH0221  STATE/COUNTY-  KS/KEARNY
 HH0221  USGS QUAD   -  LAKIN SE (1978)
 HH0221
 HH0221                         *CURRENT SURVEY CONTROL
 HH0221  ___________________________________________________________________
 HH0221* NAD 83(1986)-  37 50 53.     (N)    101 19 40.     (W)     SCALED    
 HH0221* NAVD 88     -       926.690  (meters)    3040.32   (feet)  ADJUSTED  
 HH0221  ___________________________________________________________________
 HH0221  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 HH0221  DYNAMIC HT  -         925.832 (meters)    3037.50  (feet)  COMP
 HH0221  MODELED GRAV-     979,672.0   (mgal)                       NAVD 88
 HH0221
 HH0221  VERT ORDER  -  SECOND    CLASS 0
 HH0221
 HH0221.The horizontal coordinates were scaled from a topographic map and have
 HH0221.an estimated accuracy of +/- 6 seconds.
 HH0221
 HH0221.The orthometric height was determined by differential leveling
 HH0221.and adjusted by the National Geodetic Survey in June 1991..
 HH0221
 HH0221.The geoid height was determined by GEOID03.
 HH0221
 HH0221.The dynamic height is computed by dividing the NAVD 88
 HH0221.geopotential number by the normal gravity value computed on the
 HH0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0221.degrees latitude (g = 980.6199 gals.).
 HH0221
 HH0221.The modeled gravity was interpolated from observed gravity values.
 HH0221
 HH0221;                    North         East    Units  Estimated Accuracy
 HH0221;SPC KS S     -   534,890.      151,170.      MT  (+/- 180 meters Scaled)
 HH0221
 HH0221                          SUPERSEDED SURVEY CONTROL
 HH0221
 HH0221  NGVD 29 (??/??/92)  926.278  (m)         3038.96   (f) ADJ UNCH    2 0
 HH0221
 HH0221.Superseded values are not recommended for survey control.
 HH0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0221.See file dsdata.txt to determine how the superseded data were derived.
 HH0221
 HH0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG951915(NAD 83)
 HH0221_MARKER: DB = BENCH MARK DISK
 HH0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0221_STAMPING: F 91 1935
 HH0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0221+STABILITY: SURFACE MOTION
 HH0221
 HH0221  HISTORY     - Date     Condition        Report By
 HH0221  HISTORY     - 1935     MONUMENTED       CGS
 HH0221
 HH0221                          STATION DESCRIPTION
 HH0221
 HH0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0221'1.6 MI S FROM LAKIN.
 HH0221'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE ATCHISON,
 HH0221'TOPEKA AND SANTA FE RAILWAY STATION AT LAKIN, KEARNY COUNTY,
 HH0221'THENCE ABOUT 0.6 MILE WEST, 2.0 MILES SOUTH, 2.4 MILES WEST,
 HH0221'AND 2.8 MILES SOUTH ALONG A GRAVEL ROAD (THE ABANDONED RIGHT-OF-WAY
 HH0221'OF STATE HIGHWAY 25), 24 FEET EAST OF THE CENTER LINE OF THE OLD
 HH0221'HIGHWAY, 12 FEET SOUTHEAST OF A SIGN EAST OF THE HIGHWAY, 1.0
 HH0221'FOOT WEST OF A WIRE FENCE, AND 3.5 FEET SOUTH OF A 4- BY 4-INCH
 HH0221'WHITE POST PROJECTING ABOUT 2.0 FEET ABOVE GROUND.  A STANDARD
 HH0221'DISK, STAMPED F 91 1935 AND SET IN THE TOP OF A CONCRETE POST
 HH0221'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0364 ***********************************************************************
 HH0364  DESIGNATION -  F 92
 HH0364  PID         -  HH0364
 HH0364  STATE/COUNTY-  KS/GRANT
 HH0364  USGS QUAD   -  WAGON BED SPRING (1974)
 HH0364
 HH0364                         *CURRENT SURVEY CONTROL
 HH0364  ___________________________________________________________________
 HH0364* NAD 83(1986)-  37 27 36.     (N)    101 21 43.     (W)     SCALED    
 HH0364* NAVD 88     -       943.810  (meters)    3096.48   (feet)  ADJUSTED  
 HH0364  ___________________________________________________________________
 HH0364  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 HH0364  DYNAMIC HT  -         942.914 (meters)    3093.54  (feet)  COMP
 HH0364  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 HH0364
 HH0364  VERT ORDER  -  SECOND    CLASS 0
 HH0364
 HH0364.The horizontal coordinates were scaled from a topographic map and have
 HH0364.an estimated accuracy of +/- 6 seconds.
 HH0364
 HH0364.The orthometric height was determined by differential leveling
 HH0364.and adjusted by the National Geodetic Survey in June 1991..
 HH0364
 HH0364.The geoid height was determined by GEOID03.
 HH0364
 HH0364.The dynamic height is computed by dividing the NAVD 88
 HH0364.geopotential number by the normal gravity value computed on the
 HH0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0364.degrees latitude (g = 980.6199 gals.).
 HH0364
 HH0364.The modeled gravity was interpolated from observed gravity values.
 HH0364
 HH0364;                    North         East    Units  Estimated Accuracy
 HH0364;SPC KS S     -   491,930.      146,840.      MT  (+/- 180 meters Scaled)
 HH0364
 HH0364                          SUPERSEDED SURVEY CONTROL
 HH0364
 HH0364  NGVD 29 (??/??/92)  943.418  (m)         3095.20   (f) ADJ UNCH    2 0
 HH0364
 HH0364.Superseded values are not recommended for survey control.
 HH0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0364.See file dsdata.txt to determine how the superseded data were derived.
 HH0364
 HH0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG911485(NAD 83)
 HH0364_MARKER: DB = BENCH MARK DISK
 HH0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0364_STAMPING: F 92 1935
 HH0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0364+STABILITY: SURFACE MOTION
 HH0364
 HH0364  HISTORY     - Date     Condition        Report By
 HH0364  HISTORY     - 1935     MONUMENTED       CGS
 HH0364  HISTORY     - 1972     MARK NOT FOUND   USGS
 HH0364
 HH0364                          STATION DESCRIPTION
 HH0364
 HH0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0364'8.2 MI S FROM ULYSSES.
 HH0364'ABOUT 8.2 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE HIGH
 HH0364'SCHOOL AT ULYSSES, GRANT COUNTY, 71 FEET SOUTHEAST OF THE CENTER
 HH0364'OF THE CROSSING OF AN EAST-AND-WEST ROAD, 59 FEET SOUTH OF THE
 HH0364'CENTER LINE OF THE ROAD, 43 FEET EAST OF THE CENTER LINE OF THE
 HH0364'HIGHWAY, AND 2.0 FEET NORTH OF A 4- BY 4-INCH WHITE POST PROJECTING
 HH0364'ABOUT 2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED F 92 1935
 HH0364'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1.3 FEET
 HH0364'ABOVE GROUND.
 HH0364
 HH0364                          STATION RECOVERY (1972)
 HH0364
 HH0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0447 ***********************************************************************
 HH0447  DESIGNATION -  F 93
 HH0447  PID         -  HH0447
 HH0447  STATE/COUNTY-  KS/MORTON
 HH0447  USGS QUAD   -  ELKHART NORTH (1973)
 HH0447
 HH0447                         *CURRENT SURVEY CONTROL
 HH0447  ___________________________________________________________________
 HH0447* NAD 83(1986)-  37 03 42.     (N)    101 53 59.     (W)     SCALED    
 HH0447* NAVD 88     -      1071.474  (meters)    3515.33   (feet)  ADJUSTED  
 HH0447  ___________________________________________________________________
 HH0447  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 HH0447  DYNAMIC HT  -        1070.379 (meters)    3511.74  (feet)  COMP
 HH0447  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 HH0447
 HH0447  VERT ORDER  -  SECOND    CLASS 0
 HH0447
 HH0447.The horizontal coordinates were scaled from a topographic map and have
 HH0447.an estimated accuracy of +/- 6 seconds.
 HH0447
 HH0447.The orthometric height was determined by differential leveling
 HH0447.and adjusted by the National Geodetic Survey in June 1991..
 HH0447
 HH0447.The geoid height was determined by GEOID03.
 HH0447
 HH0447.The dynamic height is computed by dividing the NAVD 88
 HH0447.geopotential number by the normal gravity value computed on the
 HH0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0447.degrees latitude (g = 980.6199 gals.).
 HH0447
 HH0447.The modeled gravity was interpolated from observed gravity values.
 HH0447
 HH0447;                    North         East    Units  Estimated Accuracy
 HH0447;SPC KS S     -   449,350.       97,680.      MT  (+/- 180 meters Scaled)
 HH0447
 HH0447                          SUPERSEDED SURVEY CONTROL
 HH0447
 HH0447  NGVD 29 (??/??/92) 1071.017  (m)         3513.83   (f) ADJ UNCH    2 0
 HH0447
 HH0447.Superseded values are not recommended for survey control.
 HH0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0447.See file dsdata.txt to determine how the superseded data were derived.
 HH0447
 HH0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG421056(NAD 83)
 HH0447_MARKER: DB = BENCH MARK DISK
 HH0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0447_STAMPING: F 93 1935
 HH0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0447+STABILITY: SURFACE MOTION
 HH0447
 HH0447  HISTORY     - Date     Condition        Report By
 HH0447  HISTORY     - 1935     MONUMENTED       CGS
 HH0447  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0447
 HH0447                          STATION DESCRIPTION
 HH0447
 HH0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0447'3.9 MI N FROM ELKHART.
 HH0447'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE HIGH
 HH0447'SCHOOL AT EKLHART, MORTON COUNTY, ABOUT 300 FEET NORTHEAST
 HH0447'OF THE FOWLER DANCE PAVILION, ABOUT 55 FEET EAST OF THE CENTER
 HH0447'LINE OF THE HIGHWAY, AND 2 FEET NORTHWEST OF A SECTION-LINE
 HH0447'FENCE CORNER POST.  A STANDARD DISK, STAMPED F 93 1935 AND SET
 HH0447'IN THE TOP OF A CONCRETE POST.
 HH0447
 HH0447                          STATION RECOVERY (1973)
 HH0447
 HH0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0475 ***********************************************************************
 KH0475  DESIGNATION -  F 95
 KH0475  PID         -  KH0475
 KH0475  STATE/COUNTY-  KS/CHEYENNE
 KH0475  USGS QUAD   -  ST FRANCIS SW (1978)
 KH0475
 KH0475                         *CURRENT SURVEY CONTROL
 KH0475  ___________________________________________________________________
 KH0475* NAD 83(1986)-  39 45 22.     (N)    101 57 22.     (W)     SCALED    
 KH0475* NAVD 88     -      1111.323  (meters)    3646.07   (feet)  ADJUSTED  
 KH0475  ___________________________________________________________________
 KH0475  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 KH0475  DYNAMIC HT  -        1110.447 (meters)    3643.19  (feet)  COMP
 KH0475  MODELED GRAV-     979,799.6   (mgal)                       NAVD 88
 KH0475
 KH0475  VERT ORDER  -  SECOND    CLASS 0
 KH0475
 KH0475.The horizontal coordinates were scaled from a topographic map and have
 KH0475.an estimated accuracy of +/- 6 seconds.
 KH0475
 KH0475.The orthometric height was determined by differential leveling
 KH0475.and adjusted by the National Geodetic Survey in June 1991..
 KH0475
 KH0475.The geoid height was determined by GEOID03.
 KH0475
 KH0475.The dynamic height is computed by dividing the NAVD 88
 KH0475.geopotential number by the normal gravity value computed on the
 KH0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0475.degrees latitude (g = 980.6199 gals.).
 KH0475
 KH0475.The modeled gravity was interpolated from observed gravity values.
 KH0475
 KH0475;                    North         East    Units  Estimated Accuracy
 KH0475;SPC KS N     -   165,350.       61,080.      MT  (+/- 180 meters Scaled)
 KH0475
 KH0475                          SUPERSEDED SURVEY CONTROL
 KH0475
 KH0475  NGVD 29 (??/??/92) 1110.874  (m)         3644.59   (f) ADJ UNCH    2 0
 KH0475
 KH0475.Superseded values are not recommended for survey control.
 KH0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0475.See file dsdata.txt to determine how the superseded data were derived.
 KH0475
 KH0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK467048(NAD 83)
 KH0475_MARKER: DB = BENCH MARK DISK
 KH0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0475_STAMPING: F 95 1935
 KH0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0475+STABILITY: SURFACE MOTION
 KH0475
 KH0475  HISTORY     - Date     Condition        Report By
 KH0475  HISTORY     - 1935     MONUMENTED       CGS
 KH0475  HISTORY     - 1942     GOOD             NGS
 KH0475
 KH0475                          STATION DESCRIPTION
 KH0475
 KH0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0475'8.4 MI W FROM ST FRANCIS.
 KH0475'8.4 MI. W. OF DEPOT ALONG U.S. 36.  ABOUT 18 FT. W. OF THE CENTER
 KH0475'LINE OF A CROSSROAD, ABOUT 16 FT. S. OF THE CENTER LINE OF THE
 KH0475'HWY. AND SET ON THE S. HEADWALL OF A CONCRETE CULVERT, 3 FT. E.
 KH0475'OF THE W. END.
 KH0475
 KH0475                          STATION RECOVERY (1942)
 KH0475
 KH0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0500 ***********************************************************************
 KH0500  DESIGNATION -  F 96
 KH0500  PID         -  KH0500
 KH0500  STATE/COUNTY-  KS/CHEYENNE
 KH0500  USGS QUAD   -  BIRD CITY NORTH (1976)
 KH0500
 KH0500                         *CURRENT SURVEY CONTROL
 KH0500  ___________________________________________________________________
 KH0500* NAD 83(1986)-  39 45 34.     (N)    101 30 25.     (W)     SCALED    
 KH0500* NAVD 88     -      1055.751  (meters)    3463.74   (feet)  ADJUSTED  
 KH0500  ___________________________________________________________________
 KH0500  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KH0500  DYNAMIC HT  -        1054.934 (meters)    3461.06  (feet)  COMP
 KH0500  MODELED GRAV-     979,816.0   (mgal)                       NAVD 88
 KH0500
 KH0500  VERT ORDER  -  SECOND    CLASS 0
 KH0500
 KH0500.The horizontal coordinates were scaled from a topographic map and have
 KH0500.an estimated accuracy of +/- 6 seconds.
 KH0500
 KH0500.The orthometric height was determined by differential leveling
 KH0500.and adjusted by the National Geodetic Survey in June 1991..
 KH0500
 KH0500.The geoid height was determined by GEOID03.
 KH0500
 KH0500.The dynamic height is computed by dividing the NAVD 88
 KH0500.geopotential number by the normal gravity value computed on the
 KH0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0500.degrees latitude (g = 980.6199 gals.).
 KH0500
 KH0500.The modeled gravity was interpolated from observed gravity values.
 KH0500
 KH0500;                    North         East    Units  Estimated Accuracy
 KH0500;SPC KS N     -   164,140.       99,560.      MT  (+/- 180 meters Scaled)
 KH0500
 KH0500                          SUPERSEDED SURVEY CONTROL
 KH0500
 KH0500  NGVD 29 (??/??/92) 1055.322  (m)         3462.34   (f) ADJ UNCH    2 0
 KH0500
 KH0500.Superseded values are not recommended for survey control.
 KH0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0500.See file dsdata.txt to determine how the superseded data were derived.
 KH0500
 KH0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK852040(NAD 83)
 KH0500_MARKER: DB = BENCH MARK DISK
 KH0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0500_STAMPING: F 96 1935
 KH0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0500+STABILITY: SURFACE MOTION
 KH0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0500+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1997
 KH0500
 KH0500  HISTORY     - Date     Condition        Report By
 KH0500  HISTORY     - 1934     MONUMENTED       CGS
 KH0500  HISTORY     - 1942     GOOD             NGS
 KH0500  HISTORY     - 19970325 MARK NOT FOUND   NGS
 KH0500
 KH0500                          STATION DESCRIPTION
 KH0500
 KH0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0500'1.2 MI E FROM BIRD CITY.
 KH0500'1.2 MI. E. ALONG C.B. AND Q. RY.  ABOUT 25 FT. N. OF MILEPOLE
 KH0500'117, ABOUT 100 FT. N.E. OF SIGN BIRD CITY, ABOUT 0.2 MI. W. OF A
 KH0500'CROSS-ROAD AND 45 FT. N. OF THE CENTER LINE OF THE TRACK.
 KH0500
 KH0500                          STATION RECOVERY (1942)
 KH0500
 KH0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0500'RECOVERED IN GOOD CONDITION.
 KH0500
 KH0500                          STATION RECOVERY (1997)
 KH0500
 KH0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 KH0500'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE STATION IS
 KH0500'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0154 ***********************************************************************
 JH0154  DESIGNATION -  F 97 RESET
 JH0154  PID         -  JH0154
 JH0154  STATE/COUNTY-  KS/LOGAN
 JH0154  USGS QUAD   -  WEST OF RUSSELL SPRINGS (1969)
 JH0154
 JH0154                         *CURRENT SURVEY CONTROL
 JH0154  ___________________________________________________________________
 JH0154* NAD 83(1986)-  38 54 15.     (N)    101 21 09.     (W)     SCALED    
 JH0154* NAVD 88     -       927.11   (meters)    3041.7    (feet)  RESET     
 JH0154  ___________________________________________________________________
 JH0154  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 JH0154
 JH0154  VERT ORDER  -  THIRD
 JH0154
 JH0154.The horizontal coordinates were scaled from a topographic map and have
 JH0154.an estimated accuracy of +/- 6 seconds.
 JH0154
 JH0154.The orthometric height was computed from unverified reset data.
 JH0154
 JH0154.The geoid height was determined by GEOID03.
 JH0154
 JH0154;                    North         East    Units  Estimated Accuracy
 JH0154;SPC KS N     -    68,750.      109,270.      MT  (+/- 180 meters Scaled)
 JH0154
 JH0154                          SUPERSEDED SURVEY CONTROL
 JH0154
 JH0154.No superseded survey control is available for this station.
 JH0154
 JH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ960087(NAD 83)
 JH0154_MARKER: DB = BENCH MARK DISK
 JH0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0154_STAMPING: F 97 RESET 1958
 JH0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0154+STABILITY: SURFACE MOTION
 JH0154
 JH0154  HISTORY     - Date     Condition        Report By
 JH0154  HISTORY     - 1958     MONUMENTED       KSHC
 JH0154  HISTORY     - 1959     GOOD             NGS
 JH0154
 JH0154                          STATION DESCRIPTION
 JH0154
 JH0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JH0154'9.8 MI W FROM RUSSELL SPRINGS.
 JH0154'9.8 MILES WEST ALONG STATE HIGHWAY K 25 FROM THE COURTHOUSE
 JH0154'AT RUSSELL SPRINGS, LOGAN COUNTY, AT THE INTERSECTION OF NORTH
 JH0154'AND SOUTH SECTION LINE, 40 FEET WEST OF SECTION LINE, 92 FEET
 JH0154'NORTH OF THE CENTERLINE OF THE HIGHWAY K 25, 20 FEET WEST OF
 JH0154'A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK,
 JH0154'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 JH0154'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0182 ***********************************************************************
 JH0182  DESIGNATION -  F 98
 JH0182  PID         -  JH0182
 JH0182  STATE/COUNTY-  KS/WICHITA
 JH0182  USGS QUAD   -  CORONADO CEMETERY (1968)
 JH0182
 JH0182                         *CURRENT SURVEY CONTROL
 JH0182  ___________________________________________________________________
 JH0182* NAD 83(1986)-  38 34 07.     (N)    101 22 04.     (W)     SCALED    
 JH0182* NAVD 88     -      1011.199  (meters)    3317.58   (feet)  ADJUSTED  
 JH0182  ___________________________________________________________________
 JH0182  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JH0182  DYNAMIC HT  -        1010.323 (meters)    3314.70  (feet)  COMP
 JH0182  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 JH0182
 JH0182  VERT ORDER  -  SECOND    CLASS 0
 JH0182
 JH0182.The horizontal coordinates were scaled from a topographic map and have
 JH0182.an estimated accuracy of +/- 6 seconds.
 JH0182
 JH0182.The orthometric height was determined by differential leveling
 JH0182.and adjusted by the National Geodetic Survey in June 1991..
 JH0182
 JH0182.The geoid height was determined by GEOID03.
 JH0182
 JH0182.The dynamic height is computed by dividing the NAVD 88
 JH0182.geopotential number by the normal gravity value computed on the
 JH0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0182.degrees latitude (g = 980.6199 gals.).
 JH0182
 JH0182.The modeled gravity was interpolated from observed gravity values.
 JH0182
 JH0182;                    North         East    Units  Estimated Accuracy
 JH0182;SPC KS S     -   614,940.      150,110.      MT  (+/- 180 meters Scaled)
 JH0182
 JH0182                          SUPERSEDED SURVEY CONTROL
 JH0182
 JH0182  NGVD 29 (??/??/92) 1010.817  (m)         3316.32   (f) ADJ UNCH    2 0
 JH0182
 JH0182.Superseded values are not recommended for survey control.
 JH0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0182.See file dsdata.txt to determine how the superseded data were derived.
 JH0182
 JH0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH937715(NAD 83)
 JH0182_MARKER: DB = BENCH MARK DISK
 JH0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0182_STAMPING: F 98 1935
 JH0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0182+STABILITY: SURFACE MOTION
 JH0182
 JH0182  HISTORY     - Date     Condition        Report By
 JH0182  HISTORY     - 1935     MONUMENTED       CGS
 JH0182  HISTORY     - 1940     GOOD             NGS
 JH0182
 JH0182                          STATION DESCRIPTION
 JH0182
 JH0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0182'6.8 MI N FROM LEOTI.
 JH0182'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED NORTHWARD
 JH0182'ALONG STATE HIGHWAY NO. 25, GO 6.8 MILES.  BENCH MARK IS AT THE
 JH0182'NORTHEAST CORNER OF T-INTERSECTION OF STATE HIGHWAY NO. 25 AND
 JH0182'A DIM ROAD TO THE EAST, 54 FEET NORTHEAST OF CENTER OF THE
 JH0182'INTERSECTION, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JH0182'16 FEET EAST SOUTHEAST OF A FENCE CORNER, 11.0 FEET WEST
 JH0182'SOUTHWEST OF EAST END OF A WIRE GATE IN THE FENCE, 5.8 FEET SOUTH
 JH0182'OF CENTER OF THE GATE, 2.3 FEET WEST OF A 4 X 4 INCH WOODEN
 JH0182'POST PAINTED WHITE PROJECTING 20 FEET.  MONUMENT PROJECTS
 JH0182'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1023 ***********************************************************************
 JE1023  DESIGNATION -  F RESET
 JE1023  PID         -  JE1023
 JE1023  STATE/COUNTY-  KS/DOUGLAS
 JE1023  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1023
 JE1023                         *CURRENT SURVEY CONTROL
 JE1023  ___________________________________________________________________
 JE1023* NAD 83(1986)-  38 58 16.     (N)    095 13 49.     (W)     SCALED    
 JE1023* NAVD 88     -       251.814  (meters)     826.16   (feet)  ADJUSTED  
 JE1023  ___________________________________________________________________
 JE1023  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JE1023  DYNAMIC HT  -         251.649 (meters)     825.62  (feet)  COMP
 JE1023  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 JE1023
 JE1023  VERT ORDER  -  FIRST     CLASS II
 JE1023
 JE1023.The horizontal coordinates were scaled from a topographic map and have
 JE1023.an estimated accuracy of +/- 6 seconds.
 JE1023
 JE1023.The orthometric height was determined by differential leveling
 JE1023.and adjusted by the National Geodetic Survey in June 1991..
 JE1023
 JE1023.The geoid height was determined by GEOID03.
 JE1023
 JE1023.The dynamic height is computed by dividing the NAVD 88
 JE1023.geopotential number by the normal gravity value computed on the
 JE1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1023.degrees latitude (g = 980.6199 gals.).
 JE1023
 JE1023.The modeled gravity was interpolated from observed gravity values.
 JE1023
 JE1023;                    North         East    Units  Estimated Accuracy
 JE1023;SPC KS N     -    74,470.      639,980.      MT  (+/- 180 meters Scaled)
 JE1023
 JE1023                          SUPERSEDED SURVEY CONTROL
 JE1023
 JE1023  NGVD 29 (??/??/92)  251.75   (m)          825.9    (f) COMPUTED    1 2
 JE1023
 JE1023.Superseded values are not recommended for survey control.
 JE1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1023.See file dsdata.txt to determine how the superseded data were derived.
 JE1023
 JE1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD067159(NAD 83)
 JE1023_MARKER: Q = CHISELED SQUARE
 JE1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1023_SP_SET: DOORSTEP
 JE1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1023
 JE1023  HISTORY     - Date     Condition        Report By
 JE1023  HISTORY     - 1940     MONUMENTED       CGS
 JE1023  HISTORY     - 1951     GOOD             NGS
 JE1023  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE1023
 JE1023                          STATION DESCRIPTION
 JE1023
 JE1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JE1023'IN LAWRENCE.
 JE1023'BENCH MARK IS AT THE ATCHISON TOPEKA AND SANTA FE RR STATION
 JE1023'IN LAWRENCE, ON THE NORTHEAST CORNER OF THE NORTHEAST DOORSTEP,
 JE1023'34.8 FEET SOUTH OF CENTER LINE OF MAIN LINE TRACKS, 20.5 FEET
 JE1023'WEST OF THE NORTHEAST CORNER OF THE DEPOT, 30.2 FEET EAST OF THE
 JE1023'EAST CORNER OF THE TICKET OFFICE, 1.4 FEET NORTH OF THE DOOR,
 JE1023'0.5 FOOT HIGHER THAN IRON GRILL OVER DOOR WELL, THE CENTER OF
 JE1023'A HORIZONTAL CHISELED SQUARE.  NOTE-- NO WOODEN POST WAS SET-DEPOT
 JE1023'ACTS AS LANDMARK.  NOTE-- THIS BM WAS TIED IN 1934 WITH
 JE1023'DESIGNATION AS, F.  THE OLD, F, WAS DEFINITELY DESTROYED IN 1920
 JE1023'WHEN THE DEPOT WAS REMODELED.  THE BM TIED IN 1934 AND THE BM
 JE1023'TIED IN 1940 IS THE SAME.
 JE1023
 JE1023                          STATION RECOVERY (1951)
 JE1023
 JE1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1023'RECOVERED IN GOOD CONDITION.
 JE1023
 JE1023                          STATION RECOVERY (1986)
 JE1023
 JE1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1049 ***********************************************************************
 HG1049  DESIGNATION -  FAA 33K A
 HG1049  PID         -  HG1049
 HG1049  STATE/COUNTY-  KS/EDWARDS
 HG1049  USGS QUAD   -  KINSLEY (1972)
 HG1049
 HG1049                         *CURRENT SURVEY CONTROL
 HG1049  ___________________________________________________________________
 HG1049* NAD 83(1997)-  37 54 42.80324(N)    099 24 10.28137(W)     ADJUSTED  
 HG1049* NAVD 88     -       660.8    (meters)    2168.     (feet)  VERTCON   
 HG1049  ___________________________________________________________________
 HG1049  X           -    -823,238.367 (meters)                     COMP
 HG1049  Y           -  -4,971,242.019 (meters)                     COMP
 HG1049  Z           -   3,898,122.681 (meters)                     COMP
 HG1049  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HG1049  ELLIP HEIGHT-         634.66  (meters)          (10/02/98) GPS OBS
 HG1049  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 HG1049
 HG1049  HORZ ORDER  -  THIRD
 HG1049  ELLP ORDER  -  FOURTH    CLASS I
 HG1049
 HG1049.This mark is at Kinsley Municipal Airport (33K)
 HG1049
 HG1049.The horizontal coordinates were established by GPS observations
 HG1049.and adjusted by the National Geodetic Survey in October 1998..
 HG1049
 HG1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG1049
 HG1049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG1049
 HG1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1049
 HG1049.The ellipsoidal height was determined by GPS observations
 HG1049.and is referenced to NAD 83.
 HG1049
 HG1049.The geoid height was determined by GEOID03.
 HG1049
 HG1049;                    North         East     Units Scale Factor Converg.
 HG1049;SPC KS S     -   538,585.171   320,611.484   MT  0.99993592   -0 33 17.4
 HG1049;UTM  14      - 4,196,115.578   464,587.976   MT  0.99961544   -0 14 51.1
 HG1049
 HG1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1049!SPC KS S     -   0.99990042  x   0.99993592  =   0.99983635
 HG1049!UTM  14      -   0.99990042  x   0.99961544  =   0.99951590
 HG1049
 HG1049:                Primary Azimuth Mark                     Grid Az
 HG1049:SPC KS S     -  FAA 33K B                                186 56 49.3
 HG1049:UTM  14      -  FAA 33K B                                186 38 23.0
 HG1049
 HG1049|---------------------------------------------------------------------|
 HG1049| PID    Reference Object                     Distance      Geod. Az  |
 HG1049|                                                           dddmmss.s |
 HG1049| HG1050 FAA 33K B                           APPROX. 0.7 KM 1862331.9 |
 HG1049|---------------------------------------------------------------------|
 HG1049
 HG1049                          SUPERSEDED SURVEY CONTROL
 HG1049
 HG1049  NAD 83(1997)-  37 54 42.81147(N)    099 24 10.28133(W) AD(       ) 3
 HG1049  NAD 83(1986)-  37 54 42.80854(N)    099 24 10.27865(W) AD(       ) 3
 HG1049  NGVD 29 (10/18/91)  660.5    (m)         2167.     (f) GPS OBS        
 HG1049
 HG1049.Superseded values are not recommended for survey control.
 HG1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1049.See file dsdata.txt to determine how the superseded data were derived.
 HG1049
 HG1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6458896116(NAD 83)
 HG1049_MARKER: I = METAL ROD
 HG1049_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG1049_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG1049_STAMPING: FAA 33K A 1991
 HG1049_MARK LOGO: NGS   
 HG1049_PROJECTION: RECESSED 2 CENTIMETERS
 HG1049_MAGNETIC: I = MARKER IS A STEEL ROD
 HG1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG1049+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HG1049_ROD/PIPE-DEPTH: 14.6 meters
 HG1049_SLEEVE-DEPTH  : 1.0 meters
 HG1049
 HG1049  HISTORY     - Date     Condition        Report By
 HG1049  HISTORY     - 1991     MONUMENTED       NGS
 HG1049
 HG1049                          STATION DESCRIPTION
 HG1049
 HG1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HG1049'STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF KINSLEY, 36 MI
 HG1049'(57.9 KM) EAST OF DODGE CITY, AT THE KINSLEY MUNICIPAL AIRPORT, IN
 HG1049'THE SOUTHWEST ANGLE OF THE JUNCTION OF RUNWAY 18-36 AND THE
 HG1049'CONNECTING TAXI. OWNERSHIP-CITY OF KINSLEY, KINSLEY, KS 67547.
 HG1049'AIRPORT MANAGER IS NEWT BAKER, PHONE-316-659-3611 OR 659-2532.
 HG1049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND U.S.
 HG1049'HIGHWAY 183 SOUTH, LOCATED NEAR THE MIDDLE OF KINSLEY, GO EAST ALONG
 HG1049'U.S. HIGHWAY 50 FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF BRIGGS AVE.
 HG1049'ON THE RIGHT. TURN RIGHT, SOUTH, ALONG BRIGGS AVE. (CONCRETE THEN
 HG1049'GRAVEL) FOR 0.5 MI (0.8 KM) TO AN OPENING IN A WOODEN FENCELINE ON
 HG1049'THE LEFT LEADING TO THE AIRPORT APRON.  GO LEFT, EAST, THROUGH FENCE
 HG1049'OPENING AND ACROSS APRON FOR ABOUT 0.1 MI (0.2 KM) TO THE JUNCTION OF
 HG1049'TAXI APPROACH AND RUNWAY 18-36 AND THE STATION ON THE RIGHT.
 HG1049'STATION IS 44.0 FT (13.4 M) SOUTH OF THE APPROXIMATE CENTER OF THE
 HG1049'TAXI, 59.0 FT (18.0 M) WEST OF THE CENTER OF THE RUNWAY, 25.4 FT
 HG1049'(7.7 M) EAST-SOUTHEAST OF A LONE TAXI LIGHT, 3.3 FT (1.0 M) NORTHWEST
 HG1049'OF THE NORTHWEST END OF A CORRUGATED GUIDENCE PIPE, 4.0 FT (1.2 M)
 HG1049'SOUTHEAST OF THE SOUTHEAST END OF A CORRUGATED GUIDENCE PIPE, 1.0 FT
 HG1049'(0.3 M) NORTHEAST OF A SHORT CARSONITE WITNESS POST, 1 FT (0.3 M)
 HG1049'NORTHWEST OF A SHORT CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1050 ***********************************************************************
 HG1050  DESIGNATION -  FAA 33K B
 HG1050  PID         -  HG1050
 HG1050  STATE/COUNTY-  KS/EDWARDS
 HG1050  USGS QUAD   -  KINSLEY (1972)
 HG1050
 HG1050                         *CURRENT SURVEY CONTROL
 HG1050  ___________________________________________________________________
 HG1050* NAD 83(1997)-  37 54 20.04032(N)    099 24 13.49987(W)     ADJUSTED  
 HG1050* NAVD 88     -       661.5    (meters)    2170.     (feet)  VERTCON   
 HG1050  ___________________________________________________________________
 HG1050  X           -    -823,386.491 (meters)                     COMP
 HG1050  Y           -  -4,971,655.185 (meters)                     COMP
 HG1050  Z           -   3,897,569.336 (meters)                     COMP
 HG1050  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HG1050  ELLIP HEIGHT-         635.38  (meters)          (10/02/98) GPS OBS
 HG1050  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 HG1050
 HG1050  HORZ ORDER  -  THIRD
 HG1050  ELLP ORDER  -  FOURTH    CLASS I
 HG1050
 HG1050.This mark is at Kinsley Municipal Airport (33K)
 HG1050
 HG1050.The horizontal coordinates were established by GPS observations
 HG1050.and adjusted by the National Geodetic Survey in October 1998..
 HG1050
 HG1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG1050
 HG1050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG1050
 HG1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1050
 HG1050.The ellipsoidal height was determined by GPS observations
 HG1050.and is referenced to NAD 83.
 HG1050
 HG1050.The geoid height was determined by GEOID03.
 HG1050
 HG1050;                    North         East     Units Scale Factor Converg.
 HG1050;SPC KS S     -   537,884.187   320,526.072   MT  0.99993594   -0 33 19.4
 HG1050;UTM  14      - 4,195,414.371   464,506.351   MT  0.99961552   -0 14 53.0
 HG1050
 HG1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1050!SPC KS S     -   0.99990031  x   0.99993594  =   0.99983626
 HG1050!UTM  14      -   0.99990031  x   0.99961552  =   0.99951587
 HG1050
 HG1050:                Primary Azimuth Mark                     Grid Az
 HG1050:SPC KS S     -  FAA 33K A                                006 56 49.3
 HG1050:UTM  14      -  FAA 33K A                                006 38 22.9
 HG1050
 HG1050|---------------------------------------------------------------------|
 HG1050| PID    Reference Object                     Distance      Geod. Az  |
 HG1050|                                                           dddmmss.s |
 HG1050| HG1049 FAA 33K A                           APPROX. 0.7 KM 0062329.9 |
 HG1050|---------------------------------------------------------------------|
 HG1050
 HG1050                          SUPERSEDED SURVEY CONTROL
 HG1050
 HG1050  NAD 83(1997)-  37 54 20.04856(N)    099 24 13.49983(W) AD(       ) 3
 HG1050  NAD 83(1986)-  37 54 20.04561(N)    099 24 13.49717(W) AD(       ) 3
 HG1050  NGVD 29 (10/18/91)  661.3    (m)         2170.     (f) GPS OBS        
 HG1050
 HG1050.Superseded values are not recommended for survey control.
 HG1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1050.See file dsdata.txt to determine how the superseded data were derived.
 HG1050
 HG1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6450695414(NAD 83)
 HG1050_MARKER: I = METAL ROD
 HG1050_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG1050_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG1050_STAMPING: FAA 33K B 1991
 HG1050_MARK LOGO: NGS   
 HG1050_PROJECTION: FLUSH
 HG1050_MAGNETIC: I = MARKER IS A STEEL ROD
 HG1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG1050+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HG1050_ROD/PIPE-DEPTH: 14.6 meters
 HG1050_SLEEVE-DEPTH  : 1.0 meters
 HG1050
 HG1050  HISTORY     - Date     Condition        Report By
 HG1050  HISTORY     - 1991     MONUMENTED       NGS
 HG1050
 HG1050                          STATION DESCRIPTION
 HG1050
 HG1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HG1050'STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF KINSLEY, 36 MI
 HG1050'(57.9 KM) EAST OF DODGE CITY, AT THE KINSLEY MUNICIPAL AIRPORT, AND
 HG1050'NEAR THE SOUTH END OF THE SINGLE ASPHALT RUNWAY.  OWNERSHIP-CITY OF
 HG1050'KINSLEY, KINSLEY, KS 67547. AIRPORT MANAGER IS NEWT BAKER, PHONE
 HG1050'316-659-3611 OR 659-2532.
 HG1050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND U.S.
 HG1050'HIGHWAY 183, LOCATED NEAR THE MIDDLE OF KINSLEY, GO EAST ALONG U.S.
 HG1050'HIGHWAY 50 FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF BRIGGS AVE. ON
 HG1050'THE RIGHT. TURN RIGHT, SOUTH, ALONG BRIGGS AVE. (CONCRETE THEN
 HG1050'GRAVEL) FOR 0.5 MI (0.8 KM) TO AN OPENING IN A WOODEN FENCELINE ON
 HG1050'THE LEFT LEADING TO THE KINSLEY AIRPORT APRON. GO LEFT, EAST THROUGH
 HG1050'OPENING IN FENCELINE AND ACROSS THE PAVED APRON FOR ABOUT 0.1 MI
 HG1050'(0.2 KM) TO THE JUNCTION OF THE TAXI AND THE RUNWAY. TURN RIGHT,
 HG1050'SOUTH, ALONG THE WEST SIDE OF RUNWAY FOR 0.4 MI (0.6 KM) TO THE
 HG1050'RUNWAY END LIGHTS AND THE STATION.
 HG1050'STATION IS 42.0 FT (12.8 M) WEST OF THE CENTER OF THE RUNWAY, 14.7 FT
 HG1050'(4.5 M) SOUTH OF A ROW OF RUNWAY END LIGHTS, 2.0 FT (0.6 M) EAST OF A
 HG1050'CORRUGATED GUIDENCE PIPE, 3.0 FT (0.9 M) NORTH OF A CORRUGATED
 HG1050'GUIDENCE PIPE, AND 1.0 FT (0.3 M) NORTH OF A SHORT WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0758 ***********************************************************************
 JH0758  DESIGNATION -  FAA 3K7 A
 JH0758  PID         -  JH0758
 JH0758  STATE/COUNTY-  KS/WICHITA
 JH0758  USGS QUAD   -  LEOTI (1970)
 JH0758
 JH0758                         *CURRENT SURVEY CONTROL
 JH0758  ___________________________________________________________________
 JH0758* NAD 83(1997)-  38 27 26.25889(N)    101 21 21.13596(W)     ADJUSTED  
 JH0758* NAVD 88     -      1006.6    (meters)    3302.     (feet)  VERTCON   
 JH0758  ___________________________________________________________________
 JH0758  X           -    -984,863.683 (meters)                     COMP
 JH0758  Y           -  -4,903,869.634 (meters)                     COMP
 JH0758  Z           -   3,945,929.842 (meters)                     COMP
 JH0758  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 JH0758  ELLIP HEIGHT-         983.34  (meters)          (10/02/98) GPS OBS
 JH0758  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 JH0758
 JH0758  HORZ ORDER  -  THIRD
 JH0758  ELLP ORDER  -  FOURTH    CLASS I
 JH0758
 JH0758.This mark is at Mark Hoard Municipal Airport (3K7)
 JH0758
 JH0758.The horizontal coordinates were established by GPS observations
 JH0758.and adjusted by the National Geodetic Survey in October 1998..
 JH0758
 JH0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0758
 JH0758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JH0758
 JH0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0758
 JH0758.The ellipsoidal height was determined by GPS observations
 JH0758.and is referenced to NAD 83.
 JH0758
 JH0758.The geoid height was determined by GEOID03.
 JH0758
 JH0758;                    North         East     Units Scale Factor Converg.
 JH0758;SPC KS S     -   602,554.986   150,771.351   MT  0.99998020   -1 45 18.0
 JH0758;UTM  14      - 4,259,183.914   294,438.566   MT  1.00012040   -1 27 56.5
 JH0758
 JH0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0758!SPC KS S     -   0.99984573  x   0.99998020  =   0.99982593
 JH0758!UTM  14      -   0.99984573  x   1.00012040  =   0.99996611
 JH0758
 JH0758:                Primary Azimuth Mark                     Grid Az
 JH0758:SPC KS S     -  FAA 3K7 B                                091 32 01.4
 JH0758:UTM  14      -  FAA 3K7 B                                091 14 39.9
 JH0758
 JH0758|---------------------------------------------------------------------|
 JH0758| PID    Reference Object                     Distance      Geod. Az  |
 JH0758|                                                           dddmmss.s |
 JH0758| JH0759 FAA 3K7 B                           APPROX. 0.6 KM 0894643.4 |
 JH0758|---------------------------------------------------------------------|
 JH0758
 JH0758                          SUPERSEDED SURVEY CONTROL
 JH0758
 JH0758  NAD 83(1986)-  38 27 26.26042(N)    101 21 21.13510(W) AD(       ) 3
 JH0758  NGVD 29 (10/18/91) 1006.2    (m)         3301.     (f) GPS OBS        
 JH0758
 JH0758.Superseded values are not recommended for survey control.
 JH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0758.See file dsdata.txt to determine how the superseded data were derived.
 JH0758
 JH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH9443959184(NAD 83)
 JH0758_MARKER: I = METAL ROD
 JH0758_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JH0758_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JH0758_STAMPING: FAA 3K7 A 1991
 JH0758_MARK LOGO: NGS   
 JH0758_PROJECTION: FLUSH
 JH0758_MAGNETIC: I = MARKER IS A STEEL ROD
 JH0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0758+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JH0758_ROD/PIPE-DEPTH: 7.0  meters
 JH0758_SLEEVE-DEPTH  : 1.0 meters
 JH0758
 JH0758  HISTORY     - Date     Condition        Report By
 JH0758  HISTORY     - 1991     MONUMENTED       NGS
 JH0758
 JH0758                          STATION DESCRIPTION
 JH0758
 JH0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JH0758'STATION IS LOCATED ABOUT 63 MI (101.4 KM) NORTHWEST OF GARDEN CITY, AT
 JH0758'LEOTI/MARK HOARD MEMORIAL AIRPORT.  OWNERSHIP-CITY OF LEOTI, WICHITA
 JH0758'COUNTY, LEOTI, KS 67861.  AIRPORT MANAGER IS LUTHER SEIBEL,
 JH0758'PHONE-316-375-4463, (CITY HALL) 316-375-2341.
 JH0758'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 25 AND STATE
 JH0758'ROUTE 96, LOCATED ABOUT THE MIDDLE OF LEOTI, GO SOUTH ALONG STATE
 JH0758'ROUTE 25 FOR 1.7 MI (2.7 KM) TO THE AIRPORT ENTRANCE ON THE LEFT.
 JH0758'TURN LEFT, EAST, THEN RIGHT, SOUTH, TO  RUNWAY END 08. TURN LEFT,
 JH0758'EAST, ACROSS APRON FOR 0.10 MI (0.16 KM) TO STATION AT THE EAST EDGE
 JH0758'OF A GRASS TIE DOWN AREA.
 JH0758'STATION IS LOCATED 100.0 FT (30.5 M) NORTH OF CENTER OF RUNWAY 08-26,
 JH0758'70.0 FT (21.3 M) NORTHEAST OF A RUNWAY LIGHT, 9.0 FT (2.7 M) EAST OF
 JH0758'EAST EDGE OF A GRASSY TIE DOWN AREA, 3.6 FT (1.1 M) SOUTH OF A CORNER
 JH0758'FENCE POST, 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, 1.0
 JH0758'WEST OF A SHORT CARSONITE WITNESS POST, AND ABOUT 1.5 FT (0.5 M)
 JH0758'ABOVE LEVEL OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0759 ***********************************************************************
 JH0759  DESIGNATION -  FAA 3K7 B
 JH0759  PID         -  JH0759
 JH0759  STATE/COUNTY-  KS/WICHITA
 JH0759  USGS QUAD   -  LEOTI (1970)
 JH0759
 JH0759                         *CURRENT SURVEY CONTROL
 JH0759  ___________________________________________________________________
 JH0759* NAD 83(1997)-  38 27 26.32729(N)    101 20 58.40953(W)     ADJUSTED  
 JH0759* NAVD 88     -      1004.9    (meters)    3297.     (feet)  VERTCON   
 JH0759  ___________________________________________________________________
 JH0759  X           -    -984,322.841 (meters)                     COMP
 JH0759  Y           -  -4,903,975.511 (meters)                     COMP
 JH0759  Z           -   3,945,930.424 (meters)                     COMP
 JH0759  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 JH0759  ELLIP HEIGHT-         981.62  (meters)          (10/02/98) GPS OBS
 JH0759  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 JH0759
 JH0759  HORZ ORDER  -  THIRD
 JH0759  ELLP ORDER  -  FOURTH    CLASS I
 JH0759
 JH0759.This mark is at Mark Hoard Municipal Airport (3K7)
 JH0759
 JH0759.The horizontal coordinates were established by GPS observations
 JH0759.and adjusted by the National Geodetic Survey in October 1998..
 JH0759
 JH0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0759
 JH0759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JH0759
 JH0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0759
 JH0759.The ellipsoidal height was determined by GPS observations
 JH0759.and is referenced to NAD 83.
 JH0759
 JH0759.The geoid height was determined by GEOID03.
 JH0759
 JH0759;                    North         East     Units Scale Factor Converg.
 JH0759;SPC KS S     -   602,540.238   151,322.163   MT  0.99998020   -1 45 04.1
 JH0759;UTM  14      - 4,259,171.946   294,989.522   MT  1.00011762   -1 27 42.4
 JH0759
 JH0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0759!SPC KS S     -   0.99984600  x   0.99998020  =   0.99982620
 JH0759!UTM  14      -   0.99984600  x   1.00011762  =   0.99996360
 JH0759
 JH0759:                Primary Azimuth Mark                     Grid Az
 JH0759:SPC KS S     -  FAA 3K7 A                                271 32 01.7
 JH0759:UTM  14      -  FAA 3K7 A                                271 14 40.0
 JH0759
 JH0759|---------------------------------------------------------------------|
 JH0759| PID    Reference Object                     Distance      Geod. Az  |
 JH0759|                                                           dddmmss.s |
 JH0759| JH0758 FAA 3K7 A                           APPROX. 0.6 KM 2694657.6 |
 JH0759|---------------------------------------------------------------------|
 JH0759
 JH0759                          SUPERSEDED SURVEY CONTROL
 JH0759
 JH0759  NAD 83(1986)-  38 27 26.32880(N)    101 20 58.40866(W) AD(       ) 3
 JH0759  NGVD 29 (10/18/91) 1004.5    (m)         3296.     (f) GPS OBS        
 JH0759
 JH0759.Superseded values are not recommended for survey control.
 JH0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0759.See file dsdata.txt to determine how the superseded data were derived.
 JH0759
 JH0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH9499059172(NAD 83)
 JH0759_MARKER: I = METAL ROD
 JH0759_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JH0759_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JH0759_STAMPING: FAA 3K7 B 1991
 JH0759_MARK LOGO: NGS   
 JH0759_PROJECTION: FLUSH
 JH0759_MAGNETIC: I = MARKER IS A STEEL ROD
 JH0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0759+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JH0759_ROD/PIPE-DEPTH: 7.3  meters
 JH0759_SLEEVE-DEPTH  : 1.0 meters
 JH0759
 JH0759  HISTORY     - Date     Condition        Report By
 JH0759  HISTORY     - 1991     MONUMENTED       NGS
 JH0759
 JH0759                          STATION DESCRIPTION
 JH0759
 JH0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JH0759'STATION IS LOCATED ABOUT 63 MI (101.4 KM) NORTHWEST OF GARDEN CITY, AT
 JH0759'LEOTI MARK HOARD MEMORIAL AIRPORT.  OWNERSHIP-CITY OF LEOTI, WICHITA
 JH0759'COUNTY, LEOTI, KS 67861.  AIRPORT MANAGER IS LUTHER SEIBEL,
 JH0759'PHONE-316-375-4463, (CITY HALL) 316-375-2341.
 JH0759'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 25 AND STATE
 JH0759'ROUTE 96, LOCATED ABOUT THE MIDDLE OF LEOTI, GO SOUTH ALONG STATE
 JH0759'ROUTE 25 FOR 1.7 MI (2.7 KM) TO THE AIRPORT ENTRANCE ON THE LEFT.
 JH0759'TURN LEFT, EAST, THEN RIGHT, SOUTH, TO  RUNWAY END 08. TURN LEFT,
 JH0759'EAST, ACROSS APRON FOR 0.1 MI (0.2 KM) . CONTINUE EAST ALONG NORTH
 JH0759'SIDE OF RUNWAY 08-26 FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF RUNWAY
 JH0759'17-35 AND STATION.
 JH0759'STATION IS LOCATED 88.0 FT (26.8 M) NORTH OF THE CENTER OF RUNWAY
 JH0759'08-26, 94.0 FT (28.7 M) WEST OF THE CENTER OF RUNWAY 17-35, 19.0 FT
 JH0759'(5.8 M) SOUTH-SOUTHWEST OF A LONE CORNER FENCE POST, 44.0 FT
 JH0759'(13.4 M) WEST-NORHTWEST OF NORTH END OF A 24-INCH CONCRET PIPE
 JH0759'CULVERT, 1.0 FT (0.3 M) SOUTH OF A FIBERGLASS WITNESS POST AND ABOUT
 JH0759'1.0 FT (0.3 M) ABOVE THE LEVEL OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0976 ***********************************************************************
 JG0976  FBN         -  This is a Federal Base Network Control Station.
 JG0976  PACS        -  This is a Primary Airport Control Station.
 JG0976  DESIGNATION -  FAA 48K A
 JG0976  PID         -  JG0976
 JG0976  STATE/COUNTY-  KS/NESS
 JG0976  USGS QUAD   -  NESS CITY (1966)
 JG0976
 JG0976                         *CURRENT SURVEY CONTROL
 JG0976  ___________________________________________________________________
 JG0976* NAD 83(1997)-  38 28 00.36507(N)    099 54 29.88464(W)     ADJUSTED  
 JG0976* NAVD 88     -       695.02   (meters)    2280.2    (feet)  GPS OBS   
 JG0976  ___________________________________________________________________
 JG0976  X           -    -860,512.077 (meters)                     COMP
 JG0976  Y           -  -4,926,297.633 (meters)                     COMP
 JG0976  Z           -   3,946,558.011 (meters)                     COMP
 JG0976  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 JG0976  ELLIP HEIGHT-         669.18  (meters)          (08/12/03) GPS OBS
 JG0976  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 JG0976
 JG0976  HORZ ORDER  -  B
 JG0976  ELLP ORDER  -  FOURTH    CLASS I
 JG0976
 JG0976.This mark is at Ness City Airport (48K)
 JG0976
 JG0976.The horizontal coordinates were established by GPS observations
 JG0976.and adjusted by the National Geodetic Survey in December 1997..
 JG0976
 JG0976.The orthometric height was determined by GPS observations and a
 JG0976.high-resolution geoid model.
 JG0976
 JG0976.GPS derived orthometric heights for airport stations designated as
 JG0976.PACS or SACS are published to 2 decimal places.  This maintains
 JG0976.centimeter relative accuracy between the PACS and SACS.  It does
 JG0976.not indicate centimeter accuracy relative to other marks which are
 JG0976.part of the NAVD 88 network.
 JG0976
 JG0976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JG0976
 JG0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0976
 JG0976.The ellipsoidal height was determined by GPS observations
 JG0976.and is referenced to NAD 83.
 JG0976
 JG0976.The geoid height was determined by GEOID03.
 JG0976
 JG0976;                    North         East     Units Scale Factor Converg.
 JG0976;SPC KS S     -   600,717.497   277,100.473   MT  0.99998177   -0 51 55.6
 JG0976;UTM  14      - 4,257,996.695   420,760.924   MT  0.99967732   -0 33 54.2
 JG0976
 JG0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0976!SPC KS S     -   0.99989501  x   0.99998177  =   0.99987678
 JG0976!UTM  14      -   0.99989501  x   0.99967732  =   0.99957237
 JG0976
 JG0976:                Primary Azimuth Mark                     Grid Az
 JG0976:SPC KS S     -  FAA 48K B                                000 44 05.4
 JG0976:UTM  14      -  FAA 48K B                                000 26 04.0
 JG0976
 JG0976|---------------------------------------------------------------------|
 JG0976| PID    Reference Object                     Distance      Geod. Az  |
 JG0976|                                                           dddmmss.s |
 JG0976| JG0977 FAA 48K B                           APPROX. 0.7 KM 3595209.8 |
 JG0976|---------------------------------------------------------------------|
 JG0976
 JG0976                          SUPERSEDED SURVEY CONTROL
 JG0976
 JG0976  ELLIP H (12/22/97)  669.21   (m)                       GP(       ) 4 1
 JG0976  NAD 83(1986)-  38 28 00.37440(N)    099 54 29.88441(W) AD(       ) 3
 JG0976  NGVD 29 (10/18/91)  694.7    (m)         2279.     (f) GPS OBS        
 JG0976
 JG0976.Superseded values are not recommended for survey control.
 JG0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0976.See file dsdata.txt to determine how the superseded data were derived.
 JG0976
 JG0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2076157997(NAD 83)
 JG0976_MARKER: I = METAL ROD
 JG0976_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JG0976_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JG0976_STAMPING: FAA 48K A 1991
 JG0976_MARK LOGO: NGS   
 JG0976_PROJECTION: FLUSH
 JG0976_MAGNETIC: I = MARKER IS A STEEL ROD
 JG0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0976+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 JG0976_ROD/PIPE-DEPTH: 7.3  meters
 JG0976_SLEEVE-DEPTH  : 1.0 meters
 JG0976
 JG0976  HISTORY     - Date     Condition        Report By
 JG0976  HISTORY     - 1991     MONUMENTED       NGS
 JG0976  HISTORY     - 19970318 GOOD             NGS
 JG0976  HISTORY     - 20020718 GOOD             NGS
 JG0976
 JG0976                          STATION DESCRIPTION
 JG0976
 JG0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JG0976'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF NESS CITY, 26 MI
 JG0976'(41.8 KM) NORTH OF JETMORE, AT THE NESS CITY MUNICIPAL AIRPORT AND ON
 JG0976'WEST SIDE OF THE SOUTH END OF RUNWAY 17-35. OWNERSHIP-CITY OF NESS
 JG0976'CITY, BOX 419, NESS CITY, KS 67560. AIRPORT MANAGER IS EDDIE
 JG0976'WASSINGER, PHONE 913-798-3198 (CITY HALL), 798-2841 RES.
 JG0976'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND STATE
 JG0976'ROUTE 96 IN NESS CITY, GO NORTH ALONG U.S. HIGHWAY 283 FOR 0.85 MI
 JG0976'(1.37 KM) TO A GRAVEL ROAD ON THE LEFT. TURN LEFT, WEST, ALONG THE
 JG0976'GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO AN OPENING IN A CABLE FENCE AND
 JG0976'ENTRANCE TO AIRPORT ON THE RIGHT. TURN RIGHT, NORTHERLY, PASSING
 JG0976'BETWEEN A GREEN CONCRETE HANGAR AND A TIN HANGAR, THEN GO LEFT, WEST,
 JG0976'TO THE SOUTH END OF THE NORTH SOUTH DISPLACED THRESHOLD RUNWAY. TURN
 JG0976'RIGHT, NORTH, ALONG DISPLACED RUNWAY FOR ABOUT 0.1 MI (0.2 KM) TO THE
 JG0976'RUNWAY END LIGHTS AND THE STATION ON THE LEFT.
 JG0976'STATION IS 70.0 FT (21.3 M) WEST OF THE CENTER OF THE RUNWAY, 31.0 FT
 JG0976'(9.4 M) WEST OF THE WEST 1 OF 6 THRESHOLD LIGHTS, 200.3 FT (61.1 M)
 JG0976'NORTH OF THE NORTH SIDE OF THE MOST NORTHERLY 1 OF 7 HANGARS, AND 1.0
 JG0976'FT (0.3 M) NORTH OF A SHORT FIBERGLASS WITNESS POST.
 JG0976
 JG0976                          STATION RECOVERY (1997)
 JG0976
 JG0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JG0976'THE STATION IS LOCATED ABOUT 70 KM (43.50 MI) SOUTHWEST OF HAYS, 1.6
 JG0976'KM (1.00 MI) NORTH OF NESS CITY, AT THE NESS CITY MUNICIPAL AIRPORT,
 JG0976'NEAR THE SOUTH END OF THE AIRFIELD, ON THE WEST SIDE OF THE RUNWAY
 JG0976'END, AND IN LINE WITH THE THRESHOLD LIGHTS AND THE NORTH EDGE OF THE
 JG0976'PAINT BAR FOR THE RUNWAY END.  OWNERSHIP--CITY OF NESS CITY, PO BOX
 JG0976'419, NESS CITY KS 67560.  AIRPORT MANAGER IS EDDIE WASSINGER, CITY
 JG0976'HALL, PHONE 913-798-3198, 913-798-2841 (HOME).  TO REACH FROM THE
 JG0976'JUNCTION OF U.S. HIGHWAY 283 AND STATE HIGHWAY 96 IN NESS CITY, GO
 JG0976'NORTH ON HIGHWAY 283 FOR 1.37 KM (0.85 MI) TO A GRAVEL CROSSROAD.
 JG0976'TURN LEFT, WEST ON THE ROAD FOR 0.32 KM (0.20 MI) TO AN OPENING IN A
 JG0976'CABLE FENCE AND ENTRANCE ROAD TO THE AIRPORT ON THE RIGHT.  TURN
 JG0976'RIGHT, NORTHEAST, THEN NORTH ON THE ROAD PASSING BETWEEN A GREEN
 JG0976'CONCRETE HANGAR AND A METAL HANGAR FOR 0.16 KM (0.10 MI) TO A TAXI AND
 JG0976'AN APRON ON THE LEFT.  TURN LEFT, WEST ACROSS THE APRON TO THE
 JG0976'DISPLACED THRESHOLD.  TURN RIGHT, NORTH ALONG THE THRESHOLD FOR 0.16
 JG0976'KM (0.10 MI) TO THE SOUTH END OF THE RUNWAY AND THE STATION ON THE
 JG0976'LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 JG0976'IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 JG0976'PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.
 JG0976'IT IS 61.1 M (200.5 FT) NORTH OF THE NORTHERNMOST HANGAR, 28.9 M (94.8
 JG0976'FT) NORTH OF A SNOW FENCE, 21.3 M (69.9 FT) WEST OF THE RUNWAY CENTER
 JG0976'AND 9.4 M (30.8 FT) WEST OF THE WESTERNMOST THRESHOLD LIGHT.
 JG0976
 JG0976                          STATION RECOVERY (2002)
 JG0976
 JG0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 JG0976'RECOVERED AS DESCRIBED.  NOTE--AREA CODE IS NOW 785.  THE STATION IS A
 JG0976'PRIMARY AIRPORT
 JG0976'CONTROL STATION.
 JG0976' 
 JG0976'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0977 ***********************************************************************
 JG0977  DESIGNATION -  FAA 48K B
 JG0977  PID         -  JG0977
 JG0977  STATE/COUNTY-  KS/NESS
 JG0977  USGS QUAD   -  NESS CITY (1966)
 JG0977
 JG0977                         *CURRENT SURVEY CONTROL
 JG0977  ___________________________________________________________________
 JG0977* NAD 83(1997)-  38 28 23.23575(N)    099 54 29.95096(W)     ADJUSTED  
 JG0977* NAVD 88     -       700.4    (meters)    2298.     (feet)  VERTCON   
 JG0977  ___________________________________________________________________
 JG0977  X           -    -860,438.899 (meters)                     COMP
 JG0977  Y           -  -4,925,869.357 (meters)                     COMP
 JG0977  Z           -   3,947,113.609 (meters)                     COMP
 JG0977  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 JG0977  ELLIP HEIGHT-         674.65  (meters)          (10/02/98) GPS OBS
 JG0977  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 JG0977
 JG0977  HORZ ORDER  -  THIRD
 JG0977  ELLP ORDER  -  FOURTH    CLASS I
 JG0977
 JG0977.This mark is at Ness City Airport (48K)
 JG0977
 JG0977.The horizontal coordinates were established by GPS observations
 JG0977.and adjusted by the National Geodetic Survey in October 1998..
 JG0977
 JG0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0977
 JG0977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JG0977
 JG0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0977
 JG0977.The ellipsoidal height was determined by GPS observations
 JG0977.and is referenced to NAD 83.
 JG0977
 JG0977.The geoid height was determined by GEOID03.
 JG0977
 JG0977;                    North         East     Units Scale Factor Converg.
 JG0977;SPC KS S     -   601,422.642   277,109.517   MT  0.99998284   -0 51 55.6
 JG0977;UTM  14      - 4,258,701.662   420,766.270   MT  0.99967731   -0 33 54.5
 JG0977
 JG0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0977!SPC KS S     -   0.99989415  x   0.99998284  =   0.99987700
 JG0977!UTM  14      -   0.99989415  x   0.99967731  =   0.99957150
 JG0977
 JG0977:                Primary Azimuth Mark                     Grid Az
 JG0977:SPC KS S     -  FAA 48K A                                180 44 05.4
 JG0977:UTM  14      -  FAA 48K A                                180 26 04.3
 JG0977
 JG0977|---------------------------------------------------------------------|
 JG0977| PID    Reference Object                     Distance      Geod. Az  |
 JG0977|                                                           dddmmss.s |
 JG0977| JG0976 FAA 48K A                           APPROX. 0.7 KM 1795209.8 |
 JG0977|---------------------------------------------------------------------|
 JG0977
 JG0977                          SUPERSEDED SURVEY CONTROL
 JG0977
 JG0977  NAD 83(1986)-  38 28 23.24510(N)    099 54 29.95072(W) AD(       ) 3
 JG0977  NGVD 29 (10/18/91)  700.1    (m)         2297.     (f) GPS OBS        
 JG0977
 JG0977.Superseded values are not recommended for survey control.
 JG0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0977.See file dsdata.txt to determine how the superseded data were derived.
 JG0977
 JG0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2076658702(NAD 83)
 JG0977_MARKER: I = METAL ROD
 JG0977_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JG0977_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JG0977_STAMPING: FAA 48K B 1991
 JG0977_MARK LOGO: NGS   
 JG0977_PROJECTION: FLUSH
 JG0977_MAGNETIC: I = MARKER IS A STEEL ROD
 JG0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0977+SATELLITE: SATELLITE OBSERVATIONS - 1991
 JG0977_ROD/PIPE-DEPTH: 6.1  meters
 JG0977_SLEEVE-DEPTH  : 1.0 meters
 JG0977
 JG0977  HISTORY     - Date     Condition        Report By
 JG0977  HISTORY     - 1991     MONUMENTED       NGS
 JG0977
 JG0977                          STATION DESCRIPTION
 JG0977
 JG0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JG0977'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH OF NESS CITY, 26 MI
 JG0977'(41.8 KM) NORTH OF JETMORE, AT THE NESS CITY MUNICIPAL AIRPORT, AND
 JG0977'ON WEST SIDE OF THE NORTH END OF THE SINGLE ASPHALT RUNWAY.
 JG0977'OWNERSHIP-CITY OF NESS CITY, BOX 419, NESS CITY, KS 67560. AIRPORT
 JG0977'MANAGER IS EDDIE WASSINGER, PHONE-913-798-3198 (CITY HALL), 798-2841
 JG0977'RES.
 JG0977'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND STATE
 JG0977'ROUTE 96 IN NESS CITY, GO NORTH ALONG U.S. HIGHWAY 283 FOR 0.85 MI
 JG0977'(1.37 KM) TO A GRAVEL ROAD ON THE LEFT.TURN LEFT, WEST, ALONG THE
 JG0977'GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO AN OPENING IN A CABLE FENCE AND
 JG0977'ENTRANCE TO AIRPORT ON THE RIGHT. TURN RIGHT, NORTHERLY, PASSING
 JG0977'BETWEEN A GREEN CONCRETE HANGAR AND A TIN HANGAR, THEN GO GO LEFT,
 JG0977'WEST, TO THE SOUTH END OF THE DISPLACED THRESHOLD RUNWAY. TURN RIGHT,
 JG0977'NORTH, ALONG DISPLACED RUNWAY FOR ABOUT 0.1 MI (0.2 KM) TO THE SOUTH
 JG0977'END OF RUNWAY 17-35 AT RUNWAY END LIGHTS. CONTINUE NORTH ALONG THE
 JG0977'WEST SIDE OF RUNWAY FOR 0.45 MI (0.72 KM) TO THE STATION.
 JG0977'STATION IS 72.0 FT (21.9 M) WEST OF THE CENTER OF THE RUNWAY, 210.8 FT
 JG0977'(64.3 M) SOUTH OF THE SOUTH EDGE OF THE SOUTH 1 OF 2 PAVED
 JG0977'TURNAROUNDS, 850.3 FT (259.2 M) SOUTH OF THE NORTH EDGE OF THE
 JG0977'RUNWAY, 42.6 FT (13.0 M) WEST OF THE 2ND RUNWAY LIGHT SOUTH OF THE
 JG0977'TURNAROUND, AND 1.0 FT (0.3 M) NORTH OF A SHORT FIBERGLASS WITNESS
 JG0977'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1053 ***********************************************************************
 HG1053  FBN         -  This is a Federal Base Network Control Station.
 HG1053  PACS        -  This is a Primary Airport Control Station.
 HG1053  DESIGNATION -  FAA 9K8 A
 HG1053  PID         -  HG1053
 HG1053  STATE/COUNTY-  KS/KINGMAN
 HG1053  USGS QUAD   -  KINGMAN (1983)
 HG1053
 HG1053                         *CURRENT SURVEY CONTROL
 HG1053  ___________________________________________________________________
 HG1053* NAD 83(1997)-  37 39 57.06343(N)    098 07 25.71415(W)     ADJUSTED  
 HG1053* NAVD 88     -       486.37   (meters)    1595.7    (feet)  GPS OBS   
 HG1053  ___________________________________________________________________
 HG1053  X           -    -714,411.710 (meters)                     COMP
 HG1053  Y           -  -5,004,808.226 (meters)                     COMP
 HG1053  Z           -   3,876,431.512 (meters)                     COMP
 HG1053  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 HG1053  ELLIP HEIGHT-         458.14  (meters)          (08/12/03) GPS OBS
 HG1053  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG1053
 HG1053  HORZ ORDER  -  B
 HG1053  ELLP ORDER  -  FOURTH    CLASS I
 HG1053
 HG1053.This mark is at Kingman Municipal Airport (9K8)
 HG1053
 HG1053.The horizontal coordinates were established by GPS observations
 HG1053.and adjusted by the National Geodetic Survey in December 1997..
 HG1053
 HG1053.The orthometric height was determined by GPS observations and a
 HG1053.high-resolution geoid model.
 HG1053
 HG1053.GPS derived orthometric heights for airport stations designated as
 HG1053.PACS or SACS are published to 2 decimal places.  This maintains
 HG1053.centimeter relative accuracy between the PACS and SACS.  It does
 HG1053.not indicate centimeter accuracy relative to other marks which are
 HG1053.part of the NAVD 88 network.
 HG1053
 HG1053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG1053
 HG1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1053
 HG1053.The ellipsoidal height was determined by GPS observations
 HG1053.and is referenced to NAD 83.
 HG1053
 HG1053.The geoid height was determined by GEOID03.
 HG1053
 HG1053;                    North         East     Units Scale Factor Converg.
 HG1053;SPC KS S     -   510,960.939   433,189.202   MT  0.99994552   +0 13 52.2
 HG1053;UTM  14      - 4,169,102.611   577,275.697   MT  0.99967355   +0 32 07.5
 HG1053
 HG1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1053!SPC KS S     -   0.99992811  x   0.99994552  =   0.99987364
 HG1053!UTM  14      -   0.99992811  x   0.99967355  =   0.99960169
 HG1053
 HG1053:                Primary Azimuth Mark                     Grid Az
 HG1053:SPC KS S     -  C 307 RESET                              173 01 42.3
 HG1053:UTM  14      -  C 307 RESET                              172 43 27.0
 HG1053
 HG1053|---------------------------------------------------------------------|
 HG1053| PID    Reference Object                     Distance      Geod. Az  |
 HG1053|                                                           dddmmss.s |
 HG1053| HG0745 C 307 RESET                         APPROX. 0.5 KM 1731534.5 |
 HG1053|---------------------------------------------------------------------|
 HG1053
 HG1053                          SUPERSEDED SURVEY CONTROL
 HG1053
 HG1053  ELLIP H (12/22/97)  458.16   (m)                       GP(       ) 4 1
 HG1053  NAD 83(1997)-  37 39 57.06965(N)    098 07 25.71718(W) AD(       ) 3
 HG1053  NAD 83(1986)-  37 39 57.07074(N)    098 07 25.71322(W) AD(       ) 3
 HG1053  NGVD 29 (10/18/91)  486.2    (m)         1595.     (f) GPS OBS        
 HG1053
 HG1053.Superseded values are not recommended for survey control.
 HG1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1053.See file dsdata.txt to determine how the superseded data were derived.
 HG1053
 HG1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7727669103(NAD 83)
 HG1053_MARKER: I = METAL ROD
 HG1053_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG1053_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG1053_STAMPING: FAA 9K8 A 1991
 HG1053_MARK LOGO: NGS   
 HG1053_PROJECTION: FLUSH
 HG1053_MAGNETIC: I = MARKER IS A STEEL ROD
 HG1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG1053+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 HG1053_ROD/PIPE-DEPTH: 11.0 meters
 HG1053_SLEEVE-DEPTH  : 1.0 meters
 HG1053
 HG1053  HISTORY     - Date     Condition        Report By
 HG1053  HISTORY     - 1991     MONUMENTED       NGS
 HG1053  HISTORY     - 19970306 GOOD             NGS
 HG1053  HISTORY     - 20010418 GOOD             MSAM
 HG1053  HISTORY     - 20020815 GOOD             NGS
 HG1053
 HG1053                          STATION DESCRIPTION
 HG1053
 HG1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HG1053'STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH-NORTHWEST OF KINGMAN,
 HG1053'0.35 MI (0.56 KM) NORTH OF KANSAS AVE., AT THE KINGMAN
 HG1053'MUNICIPAL,AIRPORT AND NEAR THE JUNCTION OF A TURF RUNWAY AND RUNWAY
 HG1053'18-36. OWNERSHIP-CITY OF KINGMAN, RT 1 BOX 162, KINGMAN, KS 67068.
 HG1053'AIRPORT MANAGER IS BILL LINDT, PHONE 316-532-3864.
 HG1053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND MAIN
 HG1053'STREET (STATE ROUTE 14 LEADS TO THE SOUTH) IN KINGMAN, GO NORTH ALONG
 HG1053'MAIN STREET FOR 1.05 MI (1.69 KM) TO THE JUNCTION OF KANSAS AVE. ON
 HG1053'THE LEFT. TURN LEFT, WEST, ALONG KANSAS AVE. FOR 0.55 MI (0.89 KM) TO
 HG1053'THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT, NORTH, THEN LEFT,
 HG1053'WEST, FOR 0.1 MI (0.2 KM) ALONG A TRACK ROAD WHICH PARALELLS KANSAS
 HG1053'AVE. AND PASSES TO THE SOUTH SIDE OF A HANGAR. THEN GO RIGHT, NORTH,
 HG1053'ALONG THE WEST SIDE OF RUNWAY 18-36, BETWEEN RUNWAY AND A N-S
 HG1053'FENCELINE FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF A TURF RUNWAY AND
 HG1053'THE STATION ON THE LEFT NEAR A CORNER FENCE POST.
 HG1053'STATION IS 296.0 FT (90.2 M) WEST OF THE CENTERLINE OF THE RUNWAY, 7.0
 HG1053'FT (2.1 M) EAST OF A FENCELINE, 16.0 FT (4.9 M) SOUTH-SOUTHEAST OF AN
 HG1053'IRON PIPE FENCE CORNER POST, 242.0 FT (73.8 M) NORTHWEST OF A WIND
 HG1053'TEE, ABOUT 60.0 FT (18.3 M) SOUTHWEST OF THE SOUTHWEST SIDE OF A TURF
 HG1053'RUNWAY, AND 6.8 FT (2.1 M) EAST OF A FIBERGLASS WITNESS POST.
 HG1053
 HG1053                          STATION RECOVERY (1997)
 HG1053
 HG1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HG1053'THE STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) NORTH-NORTHWEST OF
 HG1053'KINGMAN, AT THE KINGMAN MUNICIPAL AIRPORT, ABOUT 0.56 KM (0.35 MI)
 HG1053'NORTH OF KANSAS AVENUE, IN THE GRASS, NEAR THE INTERSECTION OF THE
 HG1053'ASPHALT AND TURF RUNWAYS, NEAR A CORNER FENCE POST IN THE WEST
 HG1053'PERIMETER FENCE.  OWNERSHIP--CITY OF KINGMAN, ROUTE 1 BOX 162, KINGMAN
 HG1053'KS 67068.  AIRPORT MANAGER IS ALLEN KERSCHEN, PHONE 316-532-3574.
 HG1053'ALTERNATE CONTACT IS BOB CROW, PHONE 532-5604.  TO REACH THE STATION
 HG1053'FROM THE JUNCTION OF U.S. HIGHWAY 54 AND MAIN STREET (STATE ROUTE 14
 HG1053'LEADS SOUTH) IN KINGMAN, GO NORTH FOR 1.69 KM (1.05 MI) ON MAIN STREET
 HG1053'TO THE JUNCTION OF KANSAS AVENUE ON THE LEFT.  TURN LEFT, WEST FOR
 HG1053'0.89 KM (0.55 MI) ON KANSAS AVENUE TO THE AIRPORT ENTRANCE ON THE
 HG1053'RIGHT.  TURN RIGHT, NORTH, THEN LEFT, WEST FOR 0.2 KM (0.10 MI) ON A
 HG1053'TRACK ROAD PARALLELING KANSAS AVENUE, PASSING RUNWAY END 36 TO A SHORT
 HG1053'CONCRETE TAXI IN FRONT OF 3 HANGARS.  TURN RIGHT, NORTH FOR 0.56 KM
 HG1053'(0.35 MI) ON THE TAXI AND THEN ON TURF ALONG THE WEST PERIMETER FENCE
 HG1053'TO THE CORNER FENCE POST AND STATION ON LEFT, JUST BEFORE REACHING THE
 HG1053'TURF RUNWAY.  STATION IS 90.2 M (295.9 FT) WEST OF THE RUNWAY
 HG1053'CENTERLINE, 4.6 M (15.1 FT) SOUTH OF THE CORNER PIPE POST OF PERIMETER
 HG1053'FENCE, 1.7 M (5.6 FT) EAST OF THE FENCE AND WITNESS POST, 0.8 M (2.6
 HG1053'FT) WEST OF A METAL FENCE POST, ABOUT LEVEL WITH THE TURF RUNWAY AND
 HG1053'FLUSH WITH GROUND. NOTE--THE DATUM POINT IS THE TOP CENTER OF A
 HG1053'STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 11.0 M (36.1 FT) IN A GREASE
 HG1053'FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH
 HG1053'NGS LOGO CAP, SURROUNDED BY CONCRETE.  ACCESS TO THE DATUM POINT IS
 HG1053'THROUGH THE 5-INCH LOGO CAP.  NOTE--THIS STATION IS DESIGNATED AS THE
 HG1053'PRIMARY AIRPORT CONTROL STATION.
 HG1053
 HG1053                          STATION RECOVERY (2001)
 HG1053
 HG1053'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 HG1053'RECOVERED AS DESCRIBED. MSAM (KCH) 2001
 HG1053'
 HG1053
 HG1053                          STATION RECOVERY (2002)
 HG1053
 HG1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 HG1053'DUE TO CHANGES AND REMODELING AT THE AIRPORT, A NEW DESCRIPTION
 HG1053'FOLLOWS. STATION IS
 HG1053'LOCATED ABOUT (0.95 MI) NORTH-NORTHWEST OF KINGMAN, AT THE KINGMAN
 HG1053'MUNICIPAL
 HG1053'AIRPORT, APPROXIMATELY 316 FEET EAST AND ACROSS A LARGE CONCRETE
 HG1053'TAXI/PARKING AREA
 HG1053'FROM THE AIRPORT TERMINAL OFFICE BUILDING.  TO REACH THE STATION FROM
 HG1053'THE STOP LIGHT AT
 HG1053'THE INTERSECTION OF U.S. HIGHWAYS 54, 400 AND STATE HIGHWAY 14 LEADING
 HG1053'SOUTH (MAIN
 HG1053'STREET) IN KINGMAN, GO NORTH ON MAIN STREET FOR 1.69 KM (1.05 MI) TO
 HG1053'THE JUNCTION OF
 HG1053'KANSAS AVENUE ON THE LEFT.  TURN LEFT AND GO WEST ON KANSAS AVENUE FOR
 HG1053'1.21 KM (0.75 MI)
 HG1053'TO THE JUNCTION OF KOCH INDUSTRIAL ROAD ON THE RIGHT.  TURN RIGHT AND
 HG1053'GO NORTH ON THE
 HG1053'PAVED ROAD FOR 0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE AND KINGMAN
 HG1053'AIRPORT SIGN ON THE
 HG1053'RIGHT.  TURN RIGHT AND GO EAST ON THE ENTRANCE ROAD FOR 0.08 KM (0.05
 HG1053'MI) TO THE AIRPORT
 HG1053'TERMINAL OFFICE BUILDING (2114) AND THE AIRPORT BEACON LIGHT STRAIGHT
 HG1053'AHEAD.  TURN LEFT
 HG1053'AND GO NORTHEAST ON A DIRT ROAD FOR 0.16 KM (0.10 MI) TO A CONCRETE
 HG1053'TAXIWAY AND A HANGAR.
 HG1053'TURN RIGHT AND GO SOUTHEASTERLY ON THE TAXIWAY TO THE EAST SIDE OF A
 HG1053'WIDE CONCRETE
 HG1053'TAXI/PARKING AREA, AND THE STATION IN A GRASSY AREA. LOCATED
 HG1053'APPROXIMATELY 96.32 M (316
 HG1053'FT) EAST FROM THE NORTHEAST CORNER OF THE AIRPORT TERMINAL BUILDING,
 HG1053'90.2 M (296 FT) WEST
 HG1053'FROM THE CENTER OF THE RUNWAY, 38.60 M (126.6 FT) NORTHWEST FROM THE
 HG1053'NORTH LEG OF THE
 HG1053'RUNWAY 18-36 SIGN, 36.88 M (121 FT) NORTH FROM THE CENTER OF A TAXIWAY
 HG1053'CONNECTOR, 19.10 M
 HG1053'(62.7 FT) EAST FROM THE EAST CONCRETE EDGE OF THE TAXI AND PARKING
 HG1053'AREA, AND 0.30 M (1 FT)
 HG1053'SOUTH FROM A FIBERGLASS WITNESS POST.  ACCESS TO THE DATUM POINT IS
 HG1053'THROUGH THE 5-INCH
 HG1053'LOGO CAP.  NOTE--THE STATION IS A PRIMARY AIRPORT CONTROL STATION.
 HG1053'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0854 ***********************************************************************
 KG0854  DESIGNATION -  FAA HLC A
 KG0854  PID         -  KG0854
 KG0854  STATE/COUNTY-  KS/GRAHAM
 KG0854  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0854
 KG0854                         *CURRENT SURVEY CONTROL
 KG0854  ___________________________________________________________________
 KG0854* NAD 83(1997)-  39 22 36.29920(N)    099 49 54.40666(W)     ADJUSTED  
 KG0854* NAVD 88     -       670.1    (meters)    2198.     (feet)  VERTCON   
 KG0854  ___________________________________________________________________
 KG0854  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KG0854  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 KG0854
 KG0854  HORZ ORDER  -  THIRD
 KG0854
 KG0854.This mark is at Hill City Municipal Airport (HLC)
 KG0854
 KG0854.The horizontal coordinates were established by GPS observations
 KG0854.and adjusted by the National Geodetic Survey in October 1998..
 KG0854
 KG0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0854
 KG0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0854
 KG0854.The geoid height was determined by GEOID03.
 KG0854
 KG0854;                    North         East     Units Scale Factor Converg.
 KG0854;SPC KS N     -   117,428.083   242,181.658   MT  0.99995926   -1 09 32.4
 KG0854;UTM  14      - 4,358,916.192   428,357.769   MT  0.99966319   -0 31 39.8
 KG0854
 KG0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0854!SPC KS N     -   0.99989887  x   0.99995926  =   0.99985813
 KG0854!UTM  14      -   0.99989887  x   0.99966319  =   0.99956209
 KG0854
 KG0854|---------------------------------------------------------------------|
 KG0854| PID    Reference Object                     Distance      Geod. Az  |
 KG0854|                                                           dddmmss.s |
 KG0854| KG0855 FAA HLC B                           349.797 METERS 18047     |
 KG0854|---------------------------------------------------------------------|
 KG0854
 KG0854                          SUPERSEDED SURVEY CONTROL
 KG0854
 KG0854  NAD 83(1986)-  39 22 36.30285(N)    099 49 54.40621(W) AD(       ) 3
 KG0854  NGVD 29 (10/18/91)  669.9    (m)         2198.     (f) GPS OBS        
 KG0854
 KG0854.Superseded values are not recommended for survey control.
 KG0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0854.See file dsdata.txt to determine how the superseded data were derived.
 KG0854
 KG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2835858916(NAD 83)
 KG0854_MARKER: I = METAL ROD
 KG0854_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KG0854_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KG0854_STAMPING: FAA HLC A 1991
 KG0854_MARK LOGO: NGS   
 KG0854_PROJECTION: FLUSH
 KG0854_MAGNETIC: I = MARKER IS A STEEL ROD
 KG0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0854+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KG0854_ROD/PIPE-DEPTH: 11   meters
 KG0854_SLEEVE-DEPTH  : 1 meters
 KG0854
 KG0854  HISTORY     - Date     Condition        Report By
 KG0854  HISTORY     - 1991     MONUMENTED       NGS
 KG0854
 KG0854                          STATION DESCRIPTION
 KG0854
 KG0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KG0854'STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) NORTH-NORTHEAST OF HILL CITY,
 KG0854'AT HILL CITY MUNICIPAL AIRPORT AND AT THE JUNCTION OF THE TAXI
 KG0854'APPROACH AND RUNWAY 17-35. OWNERSHIP-CITY OF HILL CITY, HILL CITY, KS
 KG0854'67642.  AIRPORT MANAGER IS DARRELL POWERS, PHONE-913-674-2611 (GREEN
 KG0854'HOUSE), RES-674-2703, OR CAN INFORM SHERRIFF DISPATCHER OF WORK
 KG0854'SCHEDULE AT 674-2107.
 KG0854'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 24 IN
 KG0854'HILL CITY, GO NORTH ALONG U.S. HIGHWAY 283 FOR 0.5 MI (0.8 KM) TO
 KG0854'PROUT STREET ON THE RIGHT. TURN RIGHT, EAST, ALONG PROUT STREET FOR
 KG0854'0.7 MI (1.1 KM) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT,
 KG0854'NORTH, ALONG AIRPORT ROAD FOR 0.3 MI (0.5 KM) TO AN FAA, DOT, FLIGHT
 KG0854'SERVICE STATION AIRWAY FACILITIES FIELD OFFICE UNIT, ABOUT 0.05 MI
 KG0854'(0.08 KM) NORTH OF A BEACON LIGHT. TURN RIGHT, SOUTHEASTERLY, PASSING
 KG0854'BETWEEN FAA BUILDING AND A CEMENT BLOCK BUILDING FOR 0.05 MI
 KG0854'(0.08 KM) . TURN LEFT, NORTHEASTERLY, ALONG A TAXI FOR ABOUT 0.1 MI
 KG0854'(0.2 KM) TO A GREEN HANGAR (SHOP HANGAR) ON THE LEFT. TURN EAST ALONG
 KG0854'THE TAXI FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF RUNWAY 17-35 AND
 KG0854'THE STATION ON THE RIGHT.
 KG0854'STATION IS 65.0 FT (19.8 M) WEST OF THE CENTERLINE OF THE RUNWAY, 61.0
 KG0854'FT (18.6 M) SOUTH OF THE SOUTH EDGE OF THE TAXI APPROACH, 41.0 FT
 KG0854'(12.5 M) EAST OF THE EAST EDGE OF AN 8 FT (2.4 M) DRAINAGE DITCH,
 KG0854'17.2 FT (5.2 M) WEST OF THE WEST 1 OF 3 TAXI LIGHTS, 1.0 FT (0.3 M)
 KG0854'WEST OF A SHORT FIBERGLASS WITNESS POST, AND 1.0 FT (0.3 M) EAST OF A
 KG0854'SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0855 ***********************************************************************
 KG0855  DESIGNATION -  FAA HLC B
 KG0855  PID         -  KG0855
 KG0855  STATE/COUNTY-  KS/GRAHAM
 KG0855  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0855
 KG0855                         *CURRENT SURVEY CONTROL
 KG0855  ___________________________________________________________________
 KG0855* NAD 83(1997)-  39 22 24.95783(N)    099 49 54.60812(W)     ADJUSTED  
 KG0855* NAVD 88     -       666.5    (meters)    2187.     (feet)  VERTCON   
 KG0855  ___________________________________________________________________
 KG0855  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 KG0855  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 KG0855
 KG0855  HORZ ORDER  -  THIRD
 KG0855
 KG0855.This mark is at Hill City Municipal Airport (HLC)
 KG0855
 KG0855.The horizontal coordinates were established by GPS observations
 KG0855.and adjusted by the National Geodetic Survey in October 1998..
 KG0855
 KG0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0855
 KG0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0855
 KG0855.The geoid height was determined by GEOID03.
 KG0855
 KG0855;                    North         East     Units Scale Factor Converg.
 KG0855;SPC KS N     -   117,078.503   242,169.763   MT  0.99995914   -1 09 32.5
 KG0855;UTM  14      - 4,358,566.605   428,349.729   MT  0.99966321   -0 31 39.8
 KG0855
 KG0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0855!SPC KS N     -   0.99989943  x   0.99995914  =   0.99985858
 KG0855!UTM  14      -   0.99989943  x   0.99966321  =   0.99956268
 KG0855
 KG0855|---------------------------------------------------------------------|
 KG0855| PID    Reference Object                     Distance      Geod. Az  |
 KG0855|                                                           dddmmss.s |
 KG0855| KG0854 FAA HLC A                           349.797 METERS 00047     |
 KG0855|---------------------------------------------------------------------|
 KG0855
 KG0855                          SUPERSEDED SURVEY CONTROL
 KG0855
 KG0855  NAD 83(1986)-  39 22 24.96146(N)    099 49 54.60766(W) AD(       ) 3
 KG0855  NGVD 29 (10/18/91)  666.3    (m)         2186.     (f) GPS OBS        
 KG0855
 KG0855.Superseded values are not recommended for survey control.
 KG0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0855.See file dsdata.txt to determine how the superseded data were derived.
 KG0855
 KG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2835058567(NAD 83)
 KG0855_MARKER: I = METAL ROD
 KG0855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KG0855_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KG0855_STAMPING: FAA HLC B 1991
 KG0855_MARK LOGO: NGS   
 KG0855_PROJECTION: FLUSH
 KG0855_MAGNETIC: I = MARKER IS A STEEL ROD
 KG0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0855+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KG0855_ROD/PIPE-DEPTH: 12.2 meters
 KG0855_SLEEVE-DEPTH  : 1.0 meters
 KG0855
 KG0855  HISTORY     - Date     Condition        Report By
 KG0855  HISTORY     - 1991     MONUMENTED       NGS
 KG0855
 KG0855                          STATION DESCRIPTION
 KG0855
 KG0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KG0855'STATION IS LOCATED ABOUT 1 MI (1.6 KM) NORTH-NORTHEAST OF HILL CITY,
 KG0855'AT HILL CITY MUNICIPAL AIRPORT AND AT THE SOUTH END OF RUNWAY 17-35.
 KG0855'OWNERSHIP-CITY OF HILL CITY, HILL CITY, KS 67642.  AIRPORT MANAGER IS
 KG0855'DARRELL POWERS, PHONE-913-674-2611 (GREEN HOUSE), RES-674-2703.
 KG0855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 24 IN
 KG0855'HILL CITY, GO NORTH ALONG U.S. HIGHWAY 283 FOR 0.5 MI (0.8 KM) TO
 KG0855'PROUT STREET ON THE RIGHT. TURN RIGHT, EAST, ALONG PROUT STREET FOR
 KG0855'0.7 MI (1.1 KM) TO AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT,
 KG0855'NORTH, ALONG AIRPORT ROAD FOR 0.3 MI (0.5 KM) TO AN FAA, DOT, FLIGHT
 KG0855'SERVICE UNIT BUILDING, JUST NORTH OF AIRPORT BEACON. TURN RIGHT,
 KG0855'SOUTHEASTERLY, PASSING BETWEEN FAA BUILDING AND A CONCRETE BLOCK
 KG0855'BUILDING, FOR 0.05 MI (0.08 KM) . TURN LEFT, NORTHEASTERLY, ALONG
 KG0855'TAXI FOR 0.1 MI (0.2 KM) TO A GREEN HANGAR (SHOP HANGAR) ON THE LEFT.
 KG0855'TURN RIGHT, EAST, ALONG TAXIWAY FOR 0.05 MI (0.08 KM) TO THE JUNCTION
 KG0855'OF RUNWAY 17-35. TURN RIGHT, SOUTH, ALONG THE WEST SIDE OF RUNWAY FOR
 KG0855'0.35 MI (0.56 KM) TO THE SOUTH END OF RUNWAY AND THE STATION AT THE
 KG0855'NORTH SIDE OF A PAVED TURNAROUND.
 KG0855'STATION IS 56.6 FT (17.3 M) WEST OF THE CENTERLINE OF THE RUNWAY, 38.0
 KG0855'FT (11.6 M) NORTH OF THE NORTH EDGE OF PAVED TURNAROUND, 103.0 FT
 KG0855'(31.4 M) NORTH OF A ROW OF END RUNWAY LIGHTS, 1.0 FT (0.3 M) EAST OF
 KG0855'A SHORT FIBERGLASS WITNESS POST, AND 1.0 FT (0.3 M) EAST OF A SHORT
 KG0855'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1056 ***********************************************************************
 HG1056  DESIGNATION -  FAA K58 A
 HG1056  PID         -  HG1056
 HG1056  STATE/COUNTY-  KS/CLARK
 HG1056  USGS QUAD   -  ASHLAND (1972)
 HG1056
 HG1056                         *CURRENT SURVEY CONTROL
 HG1056  ___________________________________________________________________
 HG1056* NAD 83(1997)-  37 10 01.32529(N)    099 46 23.60297(W)     ADJUSTED  
 HG1056* NAVD 88     -       592.3    (meters)    1943.     (feet)  VERTCON   
 HG1056  ___________________________________________________________________
 HG1056  X           -    -863,897.509 (meters)                     COMP
 HG1056  Y           -  -5,015,406.780 (meters)                     COMP
 HG1056  Z           -   3,832,522.732 (meters)                     COMP
 HG1056  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 HG1056  ELLIP HEIGHT-         564.83  (meters)          (10/02/98) GPS OBS
 HG1056  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 HG1056
 HG1056  HORZ ORDER  -  THIRD
 HG1056  ELLP ORDER  -  FOURTH    CLASS I
 HG1056
 HG1056.The horizontal coordinates were established by GPS observations
 HG1056.and adjusted by the National Geodetic Survey in October 1998..
 HG1056
 HG1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG1056
 HG1056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG1056
 HG1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1056
 HG1056.The ellipsoidal height was determined by GPS observations
 HG1056.and is referenced to NAD 83.
 HG1056
 HG1056.The geoid height was determined by GEOID03.
 HG1056
 HG1056;                    North         East     Units Scale Factor Converg.
 HG1056;SPC KS S     -   456,306.048   286,917.808   MT  1.00002108   -0 46 56.8
 HG1056;UTM  14      - 4,113,682.201   431,351.871   MT  0.99965805   -0 28 01.8
 HG1056
 HG1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1056!SPC KS S     -   0.99991137  x   1.00002108  =   0.99993245
 HG1056!UTM  14      -   0.99991137  x   0.99965805  =   0.99956945
 HG1056
 HG1056:                Primary Azimuth Mark                     Grid Az
 HG1056:SPC KS S     -  FAA K58 B                                212 49 23.4
 HG1056:UTM  14      -  FAA K58 B                                212 30 28.4
 HG1056
 HG1056|---------------------------------------------------------------------|
 HG1056| PID    Reference Object                     Distance      Geod. Az  |
 HG1056|                                                           dddmmss.s |
 HG1056| HG1057 FAA K58 B                           APPROX. 0.5 KM 2120226.6 |
 HG1056|---------------------------------------------------------------------|
 HG1056
 HG1056                          SUPERSEDED SURVEY CONTROL
 HG1056
 HG1056  NAD 83(1997)-  37 10 01.33279(N)    099 46 23.60345(W) AD(       ) 3
 HG1056  NAD 83(1986)-  37 10 01.32349(N)    099 46 23.59972(W) AD(       ) 3
 HG1056  NGVD 29 (10/18/91)  592.0    (m)         1942.     (f) GPS OBS        
 HG1056
 HG1056.Superseded values are not recommended for survey control.
 HG1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1056.See file dsdata.txt to determine how the superseded data were derived.
 HG1056
 HG1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG3135213682(NAD 83)
 HG1056_MARKER: I = METAL ROD
 HG1056_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG1056_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG1056_STAMPING: FAA K58 A 1991
 HG1056_MARK LOGO: NGS   
 HG1056_PROJECTION: FLUSH
 HG1056_MAGNETIC: I = MARKER IS A STEEL ROD
 HG1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG1056+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HG1056_ROD/PIPE-DEPTH: 10.4 meters
 HG1056_SLEEVE-DEPTH  : 1.0 meters
 HG1056
 HG1056  HISTORY     - Date     Condition        Report By
 HG1056  HISTORY     - 1991     MONUMENTED       NGS
 HG1056
 HG1056                          STATION DESCRIPTION
 HG1056
 HG1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HG1056'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF ASHLAND, AT THE
 HG1056'ASHLAND, HAROLD KRIER FIELD AIRPORT.  OWNERSHIP-CITY OF ASHLAND, PO
 HG1056'BOX 547, ASHLAND, KS 67831. AIRPORT MANAGER IS TODD PETERSON, PHONE
 HG1056'316-635-2153, 635-4055.
 HG1056'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND MAIN
 HG1056'STREET, LOCATED NEAR THE MIDDLE OF ASHLAND AT THE TRAFFIC SIGNAL
 HG1056'LIGHT, GO SOUTH ALONG MAIN STREET FOR 1.0 MI (1.6 KM) TO THE JUNCTION
 HG1056'OF SANTA FE STREET, JUST NORTH OF GRAIN ELEVATORS. TURN RIGHT, WEST,
 HG1056'ALONG SANTA FE STREET FOR 0.2 MI (0.3 KM) TO JUNCTION OF A GRAVEL
 HG1056'ROAD. TURN LEFT, SOUTH, ALONG THE GRAVEL ROAD FOR 0.75 MI (1.21 KM)
 HG1056'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT, WEST, ALONG
 HG1056'AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A CABLE GATE ON THE
 HG1056'RIGHT. TURN RIGHT, PASSING THROUGH GATE, THEN LEFT, WEST, ACROSS THE
 HG1056'CROSS JUNCTION OF TWO TURF RUNWAYS FOR ABOUT 0.15 MI (0.24 KM) TO THE
 HG1056'STATION ON THE SOUTHWEST SIDE OF THE WIND SOCK AND WIND TEE.
 HG1056'STATION IS 35.7 FT (10.9 M) SOUTH-SOUTHEAST OF A WIND SOCK, 30.0 FT
 HG1056'(9.1 M) SOUTH OF THE CENTER OF A WIND TEE, 49.0 FT (14.9 M)
 HG1056'SOUTH-SOUTHWEST OF A RUNWAY LIGHT, ABOUT 12.0 FT (3.7 M) NORTHWEST OF
 HG1056'A LINE OF RUNWAY LIGHTS WHICH ARE LOCATED ON THE NORTHWEST SIDE OF
 HG1056'TURF RUNWAY 02-20, AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS
 HG1056'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1057 ***********************************************************************
 HG1057  DESIGNATION -  FAA K58 B
 HG1057  PID         -  HG1057
 HG1057  STATE/COUNTY-  KS/CLARK
 HG1057  USGS QUAD   -  ASHLAND (1972)
 HG1057
 HG1057                         *CURRENT SURVEY CONTROL
 HG1057  ___________________________________________________________________
 HG1057* NAD 83(1997)-  37 09 47.49802(N)    099 46 34.41581(W)     ADJUSTED  
 HG1057* NAVD 88     -       589.3    (meters)    1933.     (feet)  VERTCON   
 HG1057  ___________________________________________________________________
 HG1057  X           -    -864,203.756 (meters)                     COMP
 HG1057  Y           -  -5,015,612.966 (meters)                     COMP
 HG1057  Z           -   3,832,181.229 (meters)                     COMP
 HG1057  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 HG1057  ELLIP HEIGHT-         561.88  (meters)          (10/02/98) GPS OBS
 HG1057  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 HG1057
 HG1057  HORZ ORDER  -  THIRD
 HG1057  ELLP ORDER  -  FOURTH    CLASS I
 HG1057
 HG1057.The horizontal coordinates were established by GPS observations
 HG1057.and adjusted by the National Geodetic Survey in October 1998..
 HG1057
 HG1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG1057
 HG1057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG1057
 HG1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1057
 HG1057.The ellipsoidal height was determined by GPS observations
 HG1057.and is referenced to NAD 83.
 HG1057
 HG1057.The geoid height was determined by GEOID03.
 HG1057
 HG1057;                    North         East     Units Scale Factor Converg.
 HG1057;SPC KS S     -   455,883.459   286,645.226   MT  1.00002195   -0 47 03.4
 HG1057;UTM  14      - 4,113,258.273   431,081.717   MT  0.99965851   -0 28 08.1
 HG1057
 HG1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1057!SPC KS S     -   0.99991183  x   1.00002195  =   0.99993378
 HG1057!UTM  14      -   0.99991183  x   0.99965851  =   0.99957037
 HG1057
 HG1057:                Primary Azimuth Mark                     Grid Az
 HG1057:SPC KS S     -  FAA K58 A                                032 49 23.5
 HG1057:UTM  14      -  FAA K58 A                                032 30 28.2
 HG1057
 HG1057|---------------------------------------------------------------------|
 HG1057| PID    Reference Object                     Distance      Geod. Az  |
 HG1057|                                                           dddmmss.s |
 HG1057| HG1056 FAA K58 A                           APPROX. 0.5 KM 0320220.1 |
 HG1057|---------------------------------------------------------------------|
 HG1057
 HG1057                          SUPERSEDED SURVEY CONTROL
 HG1057
 HG1057  NAD 83(1997)-  37 09 47.50551(N)    099 46 34.41630(W) AD(       ) 3
 HG1057  NAD 83(1986)-  37 09 47.49622(N)    099 46 34.41256(W) AD(       ) 3
 HG1057  NGVD 29 (10/18/91)  589.0    (m)         1932.     (f) GPS OBS        
 HG1057
 HG1057.Superseded values are not recommended for survey control.
 HG1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1057.See file dsdata.txt to determine how the superseded data were derived.
 HG1057
 HG1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG3108213258(NAD 83)
 HG1057_MARKER: I = METAL ROD
 HG1057_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG1057_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG1057_STAMPING: FAA K58 B 1991
 HG1057_MARK LOGO: NGS   
 HG1057_PROJECTION: FLUSH
 HG1057_MAGNETIC: I = MARKER IS A STEEL ROD
 HG1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG1057+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HG1057_ROD/PIPE-DEPTH: 15.2 meters
 HG1057_SLEEVE-DEPTH  : 1.0 meters
 HG1057
 HG1057  HISTORY     - Date     Condition        Report By
 HG1057  HISTORY     - 1991     MONUMENTED       NGS
 HG1057
 HG1057                          STATION DESCRIPTION
 HG1057
 HG1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HG1057'STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF ASHLAND, AT THE
 HG1057'ASHLAND, HAROLD KRIER FIELD AIRPORT.  OWNERSHIP-CITY OF ASHLAND, PO
 HG1057'BOX 547, ASHLAND, KS 67831. AIRPORT MANAGER IS TODD PETERSON, PHONE
 HG1057'316-635-2153, 635-4055.
 HG1057'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND MAIN
 HG1057'STREET, LOCATED NEAR THE MIDDLE OF ASHLAND AT THE TRAFFIC SIGNAL
 HG1057'LIGHT, GO SOUTH ALONG MAIN STREET FOR 1.0 MI (1.6 KM) TO THE JUNCTION
 HG1057'OF SANTA FE STREET, JUST NORTH OF GRAIN ELEVATORS. TURN RIGHT, WEST,
 HG1057'ALONG SANTA FE STREET FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A GRAVEL
 HG1057'ROAD. TURN LEFT, SOUTH, ALONG THE GRAVEL ROAD FOR 0.75 MI (1.21 KM)
 HG1057'TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT, WEST, ALONG THE
 HG1057'AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A CABLE GATE ON THE
 HG1057'RIGHT. TURN RIGHT, PASSING THROUGH THE GATE, THEN LEFT, WEST, ACROSS
 HG1057'THE CROSS JUNCTION OF TWO TURF RUNWAYS FOR ABOUT 0.15 MI (0.24 KM) TO
 HG1057'THE SITE OF A WIND SOCK AND WIND TEE. TURN LEFT, SOUTHWESTERLY, ALONG
 HG1057'THE NORTHWEST EDGE OF RUNWAY 02-20 FOR 0.3 MI (0.5 KM) TO THE EXTREME
 HG1057'SOUTHWEST END OF RUNWAY, AND THE STATION NEAR AN EAST-WEST R-O-W
 HG1057'FENCELINE.
 HG1057'STATION IS ABOUT 209.0 FT (63.7 M) SOUTH-SOUTHEAST OF THE SOUTHWEST
 HG1057'CORNER OF THE TURF RUNWAY 02-20, 4.0 FT (1.2 M) NORTH OF AN EAST-WEST
 HG1057'FENCELINE, 14.0 FT (4.3 M) SOUTH OF THE APPROXIMATE CENTER OF A TRACK
 HG1057'ROAD, 4.0 FT (1.2 M) NORTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1058 ***********************************************************************
 HG1058  DESIGNATION -  FAA K79 A
 HG1058  PID         -  HG1058
 HG1058  STATE/COUNTY-  KS/HODGEMAN
 HG1058  USGS QUAD   -  SPEARVILLE NW (1972)
 HG1058
 HG1058                         *CURRENT SURVEY CONTROL
 HG1058  ___________________________________________________________________
 HG1058* NAD 83(1997)-  37 59 09.79137(N)    099 53 40.73863(W)     ADJUSTED  
 HG1058* NAVD 88     -       751.2    (meters)    2465.     (feet)  VERTCON   
 HG1058  ___________________________________________________________________
 HG1058  X           -    -865,020.092 (meters)                     COMP
 HG1058  Y           -  -4,959,075.795 (meters)                     COMP
 HG1058  Z           -   3,904,670.423 (meters)                     COMP
 HG1058  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 HG1058  ELLIP HEIGHT-         725.38  (meters)          (10/02/98) GPS OBS
 HG1058  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 HG1058
 HG1058  HORZ ORDER  -  THIRD
 HG1058  ELLP ORDER  -  FOURTH    CLASS I
 HG1058
 HG1058.This mark is at Jetmore Municipal Airport (K79)
 HG1058
 HG1058.The horizontal coordinates were established by GPS observations
 HG1058.and adjusted by the National Geodetic Survey in October 1998..
 HG1058
 HG1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG1058
 HG1058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG1058
 HG1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1058
 HG1058.The ellipsoidal height was determined by GPS observations
 HG1058.and is referenced to NAD 83.
 HG1058
 HG1058.The geoid height was determined by GEOID03.
 HG1058
 HG1058;                    North         East     Units Scale Factor Converg.
 HG1058;SPC KS S     -   547,348.324   277,493.629   MT  0.99993663   -0 51 25.4
 HG1058;UTM  14      - 4,204,645.117   421,436.498   MT  0.99967602   -0 33 02.4
 HG1058
 HG1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1058!SPC KS S     -   0.99988619  x   0.99993663  =   0.99982283
 HG1058!UTM  14      -   0.99988619  x   0.99967602  =   0.99956225
 HG1058
 HG1058:                Primary Azimuth Mark                     Grid Az
 HG1058:SPC KS S     -  FAA K79 B                                001 38 37.4
 HG1058:UTM  14      -  FAA K79 B                                001 20 14.4
 HG1058
 HG1058|---------------------------------------------------------------------|
 HG1058| PID    Reference Object                     Distance      Geod. Az  |
 HG1058|                                                           dddmmss.s |
 HG1058| HG1059 FAA K79 B                           463.092 METERS 0004712.0 |
 HG1058|---------------------------------------------------------------------|
 HG1058
 HG1058                          SUPERSEDED SURVEY CONTROL
 HG1058
 HG1058  NAD 83(1997)-  37 59 09.79984(N)    099 53 40.73873(W) AD(       ) 3
 HG1058  NAD 83(1986)-  37 59 09.79754(N)    099 53 40.73949(W) AD(       ) 3
 HG1058  NGVD 29 (10/18/91)  750.9    (m)         2464.     (f) GPS OBS        
 HG1058
 HG1058.Superseded values are not recommended for survey control.
 HG1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1058.See file dsdata.txt to determine how the superseded data were derived.
 HG1058
 HG1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2143604645(NAD 83)
 HG1058_MARKER: I = METAL ROD
 HG1058_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG1058_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG1058_STAMPING: FAA K79 A 1991
 HG1058_MARK LOGO: NGS   
 HG1058_PROJECTION: FLUSH
 HG1058_MAGNETIC: I = MARKER IS A STEEL ROD
 HG1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG1058+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HG1058_ROD/PIPE-DEPTH: 6.1  meters
 HG1058_SLEEVE-DEPTH  : 1.0 meters
 HG1058
 HG1058  HISTORY     - Date     Condition        Report By
 HG1058  HISTORY     - 1991     MONUMENTED       NGS
 HG1058
 HG1058                          STATION DESCRIPTION
 HG1058
 HG1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HG1058'STATION IS LOCATED ABOUT 7.25 MI (11.67 KM) SOUTH OF JETMORE, AT
 HG1058'JETMORE MUNICIPAL AIRPORT AND AT THE JUNCTION OF TAXI APPROACH AND
 HG1058'RUNWAY 17-35.  OWNERSHIP-CITY OF JETMORE, BOX 8, JETMORE, KS 67854.
 HG1058'AIRPORT MANAGER IS DEAN HERTEL, PHONE 316-357-8344 (CITY HALL).
 HG1058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND STATE
 HG1058'ROUTE 156, LOCATED AT THE NORTH SIDE OF JETMORE, GO SOUTH ALONG U.S.
 HG1058'HIGHWAY 283 FOR 7.25 MI (11.67 KM) TO A GRAVEL AIRPORT ENTRANCE ROAD
 HG1058'ON THE LEFT. TURN LEFT, EAST, ALONG GRAVEL ROAD FOR 0.2 MI (0.3 KM)
 HG1058'TO WHERE ROAD TURNS TO THE SOUTH, THEN CONTINUE SOUTH ALONG GRAVEL
 HG1058'ROAD FOR 0.05 MI (0.08 KM) TO AIRPORT APRON. TURN LEFT, EAST, ACROSS
 HG1058'APRON AND TAXI APPROACH FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF
 HG1058'RUNWAY 17-35 AND THE STATION ON THE LEFT.
 HG1058'STATION IS 103.0 FT (31.4 M) WEST OF THE CENTERLINE OF THE RUNWAY,
 HG1058'61.0 FT (18.6 M) NORTH OF THE NORTH EDGE OF TAXI APPROACH, AND 1.0 FT
 HG1058'(0.3 M) EAST OF A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1059 ***********************************************************************
 HG1059  DESIGNATION -  FAA K79 B
 HG1059  PID         -  HG1059
 HG1059  STATE/COUNTY-  KS/HODGEMAN
 HG1059  USGS QUAD   -  SPEARVILLE NW (1972)
 HG1059
 HG1059                         *CURRENT SURVEY CONTROL
 HG1059  ___________________________________________________________________
 HG1059* NAD 83(1997)-  37 59 24.80965(N)    099 53 40.47807(W)     ADJUSTED  
 HG1059* NAVD 88     -       750.5    (meters)    2462.     (feet)  VERTCON   
 HG1059  ___________________________________________________________________
 HG1059  X           -    -864,964.752 (meters)                     COMP
 HG1059  Y           -  -4,958,795.538 (meters)                     COMP
 HG1059  Z           -   3,905,034.973 (meters)                     COMP
 HG1059  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HG1059  ELLIP HEIGHT-         724.67  (meters)          (10/02/98) GPS OBS
 HG1059  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 HG1059
 HG1059  HORZ ORDER  -  THIRD
 HG1059  ELLP ORDER  -  FOURTH    CLASS I
 HG1059
 HG1059.This mark is at Jetmore Municipal Airport (K79)
 HG1059
 HG1059.The horizontal coordinates were established by GPS observations
 HG1059.and adjusted by the National Geodetic Survey in October 1998..
 HG1059
 HG1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG1059
 HG1059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG1059
 HG1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1059
 HG1059.The ellipsoidal height was determined by GPS observations
 HG1059.and is referenced to NAD 83.
 HG1059
 HG1059.The geoid height was determined by GEOID03.
 HG1059
 HG1059;                    North         East     Units Scale Factor Converg.
 HG1059;SPC KS S     -   547,811.196   277,506.912   MT  0.99993672   -0 51 25.2
 HG1059;UTM  14      - 4,205,107.933   421,447.303   MT  0.99967600   -0 33 02.4
 HG1059
 HG1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1059!SPC KS S     -   0.99988630  x   0.99993672  =   0.99982303
 HG1059!UTM  14      -   0.99988630  x   0.99967600  =   0.99956234
 HG1059
 HG1059:                Primary Azimuth Mark                     Grid Az
 HG1059:SPC KS S     -  FAA K79 A                                181 38 37.3
 HG1059:UTM  14      -  FAA K79 A                                181 20 14.5
 HG1059
 HG1059|---------------------------------------------------------------------|
 HG1059| PID    Reference Object                     Distance      Geod. Az  |
 HG1059|                                                           dddmmss.s |
 HG1059| HG1058 FAA K79 A                           463.092 METERS 1804712.1 |
 HG1059|---------------------------------------------------------------------|
 HG1059
 HG1059                          SUPERSEDED SURVEY CONTROL
 HG1059
 HG1059  NAD 83(1997)-  37 59 24.81812(N)    099 53 40.47817(W) AD(       ) 3
 HG1059  NAD 83(1986)-  37 59 24.81590(N)    099 53 40.47892(W) AD(       ) 3
 HG1059  NGVD 29 (10/18/91)  750.2    (m)         2461.     (f) GPS OBS        
 HG1059
 HG1059.Superseded values are not recommended for survey control.
 HG1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1059.See file dsdata.txt to determine how the superseded data were derived.
 HG1059
 HG1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2144705108(NAD 83)
 HG1059_MARKER: I = METAL ROD
 HG1059_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG1059_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG1059_STAMPING: FAA K79 B 1991
 HG1059_MARK LOGO: NGS   
 HG1059_PROJECTION: FLUSH
 HG1059_MAGNETIC: I = MARKER IS A STEEL ROD
 HG1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG1059+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HG1059_ROD/PIPE-DEPTH: 5.5  meters
 HG1059_SLEEVE-DEPTH  : 1.0 meters
 HG1059
 HG1059  HISTORY     - Date     Condition        Report By
 HG1059  HISTORY     - 1991     MONUMENTED       NGS
 HG1059
 HG1059                          STATION DESCRIPTION
 HG1059
 HG1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HG1059'STATION IS LOCATED ABOUT 7.25 MI (11.67 KM) SOUTH OF JETMORE, AT
 HG1059'JETMORE MUNICIPAL AIRPORT AND AT THE JUNCTION OF TAXI APPROACH AND
 HG1059'RUNWAY 17-35.  OWNERSHIP-CITY OF JETMORE, BOX 8, JETMORE, KS 67854.
 HG1059'AIRPORT MANAGER IS DEAN HERTEL, PHONE 316-357-8344 (CITY HALL).
 HG1059'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND STATE
 HG1059'ROUTE 156, LOCATED AT THE NORTH SIDE OF JETMORE, GO SOUTH ALONG U.S.
 HG1059'HIGHWAY 283 FOR 7.25 MI (11.67 KM) TO A GRAVEL AIRPORT ENTRANCE ROAD
 HG1059'ON THE LEFT. TURN LEFT, EAST, ALONG GRAVEL ROAD FOR 0.2 MI (0.3 KM)
 HG1059'TO WHERE ROAD TURNS TO THE SOUTH, THEN CONTINUE SOUTH ALONG GRAVEL
 HG1059'ROAD FOR 0.05 MI (0.08 KM) TO AIRPORT APRON. TURN LEFT, EAST, ACROSS
 HG1059'APRON AND TAXI APPROACH FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF
 HG1059'RUNWAY 17-35. TURN LEFT, NORTH, ALONG THE WEST SIDE OF RUNWAY FOR
 HG1059'0.35 MI (0.56 KM) TO THE NORTH END OF RUNWAY AND THE STATION IN LINE
 HG1059'WITH THRESHOLD PAINT BAR AND ON THE WEST SIDE OF RUNWAY.
 HG1059'STATION IS 110.0 FT (33.5 M) WEST OF THE CENTERLINE OF RUNWAY, 71.6 FT
 HG1059'(21.8 M) WEST OF A RUNWAY END REFLECTOR LIGHT, AND 1.0 FT (0.3 M)
 HG1059'EAST OF A SHORT FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0893 ***********************************************************************
 HF0893  DESIGNATION -  FAIR
 HF0893  PID         -  HF0893
 HF0893  STATE/COUNTY-  KS/RENO
 HF0893  USGS QUAD   -  ELMER (1961)
 HF0893
 HF0893                         *CURRENT SURVEY CONTROL
 HF0893  ___________________________________________________________________
 HF0893* NAD 83(1997)-  37 59 51.73253(N)    097 57 31.12039(W)     ADJUSTED  
 HF0893* NAVD 88     -       473.254  (meters)    1552.67   (feet)  ADJUSTED  
 HF0893  ___________________________________________________________________
 HF0893  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 HF0893  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 HF0893  DYNAMIC HT  -         472.888 (meters)    1551.47  (feet)  COMP
 HF0893  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 HF0893
 HF0893  HORZ ORDER  -  THIRD
 HF0893  VERT ORDER  -  FIRST     CLASS II
 HF0893
 HF0893.The horizontal coordinates were established by classical geodetic methods
 HF0893.and adjusted by the National Geodetic Survey in October 1998..
 HF0893
 HF0893.The orthometric height was determined by differential leveling
 HF0893.and adjusted by the National Geodetic Survey in June 1991..
 HF0893
 HF0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0893
 HF0893.The geoid height was determined by GEOID03.
 HF0893
 HF0893.The dynamic height is computed by dividing the NAVD 88
 HF0893.geopotential number by the normal gravity value computed on the
 HF0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0893.degrees latitude (g = 980.6199 gals.).
 HF0893
 HF0893.The modeled gravity was interpolated from observed gravity values.
 HF0893
 HF0893;                    North         East     Units Scale Factor Converg.
 HF0893;SPC KS S     -   547,863.157   447,546.796   MT  0.99993689   +0 19 57.6
 HF0893;UTM  14      - 4,206,071.772   591,432.308   MT  0.99970296   +0 38 28.1
 HF0893
 HF0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0893!SPC KS S     -   0.99993014  x   0.99993689  =   0.99986703
 HF0893!UTM  14      -   0.99993014  x   0.99970296  =   0.99963312
 HF0893
 HF0893|---------------------------------------------------------------------|
 HF0893| PID    Reference Object                     Distance      Geod. Az  |
 HF0893|                                                           dddmmss.s |
 HF0893| HF0891 FAIR RM 1                            10.652 METERS 00135     |
 HF0893| JF1567 S HUTCHINSON E MUN TANK             APPROX. 4.0 KM 0273338.9 |
 HF0893| HF0890 FAIR AZ MK                                         0770438.5 |
 HF0893| HF0892 FAIR RM 2                            12.080 METERS 27352     |
 HF0893|---------------------------------------------------------------------|
 HF0893
 HF0893                          SUPERSEDED SURVEY CONTROL
 HF0893
 HF0893  NAD 83(1997)-  37 59 51.74075(N)    097 57 31.12088(W) AD(       ) 3
 HF0893  NAD 83(1986)-  37 59 51.74116(N)    097 57 31.11993(W) AD(       ) 3
 HF0893  NAD 27      -  37 59 51.69900(N)    097 57 29.92500(W) AD(       ) 3
 HF0893  NGVD 29 (??/??/92)  473.104  (m)         1552.18   (f) ADJ UNCH    1 2
 HF0893
 HF0893.Superseded values are not recommended for survey control.
 HF0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0893.See file dsdata.txt to determine how the superseded data were derived.
 HF0893
 HF0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9143206072(NAD 83)
 HF0893_MARKER: DS = TRIANGULATION STATION DISK
 HF0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0893_STAMPING: FAIR 1953
 HF0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0893+STABILITY: SURFACE MOTION
 HF0893
 HF0893  HISTORY     - Date     Condition        Report By
 HF0893  HISTORY     - 1953     MONUMENTED       CGS
 HF0893  HISTORY     - 1953     GOOD             CGS
 HF0893  HISTORY     - 1953     GOOD             CGS
 HF0893  HISTORY     - 1958     GOOD             CGS
 HF0893  HISTORY     - 1986     MARK NOT FOUND   NGS
 HF0893
 HF0893                          STATION DESCRIPTION
 HF0893
 HF0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HF0893'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF SOUTH HUTCHINSON,
 HF0893'ON LAND OWNED BY MRS. I.J. DEAUR.  IT IS 22 FEET EAST OF THE
 HF0893'CENTER OF A GRAVELED ROAD AND 6 FEET NORTH OF A 4 X 4 INCH
 HF0893'WHITE WITNESS POST.
 HF0893'
 HF0893'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61
 HF0893'AND 17 IN SOUTH HUTCHINSON, GO SOUTH ON HIGHWAY 17 FOR 2.0 MILES
 HF0893'TO A CROSSROADS, TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 HF0893'0.45 MILE TO A RAILROAD CROSSING AND THE AZIMUTH MARK, CONTINUE
 HF0893'WEST 0.55 MILES TO A CROSSROADS, TURN LEFT AND GO SOUTH 0.1 MILE
 HF0893'TO THE STATION ON THE LEFT.
 HF0893'
 HF0893'THE STATION MARK IS 1 FOOT BELOW THE SURFACE OF THE GROUND AND
 HF0893'THE DISK IS STAMPED FAIR 1953.
 HF0893'
 HF0893'REFERENCE MARK 1 IS AT THE WEST EDGE OF A CULTIVATED FIELD AND
 HF0893'23 FEET EAST OF THE CENTER OF THE ROAD.  THE MARK PROJECTS 4
 HF0893'INCHES AND THE DISK IS STAMPED FAIR NO 1 1953.
 HF0893'
 HF0893'REFERENCE MARK 2 IS AT THE EAST EDGE OF A CULTIVATED FIELD AND
 HF0893'19 FEET WEST OF THE CENTER OF THE ROAD.  THE MARK PROJECTS 4
 HF0893'INCHES AND THE DISK IS STAMPED FAIR NO 2 1953.
 HF0893'
 HF0893'THE AZIMUTH MARK IS 51 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 HF0893'TRACKS, 25 FEET NORTH OF THE CENTER OF THE ROAD, AND 4 FEET
 HF0893'SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS
 HF0893'6 INCHES AND THE DISK IS STAMPED FAIR 1953.
 HF0893
 HF0893                          STATION RECOVERY (1953)
 HF0893
 HF0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 HF0893'1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0893'RAILROAD FROM THE STATION AT HUTCHINSON, THENCE 2.9 MILES SOUTH
 HF0893'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, THENCE 0.6
 HF0893'MILE WEST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH ALONG A
 HF0893'GRAVELED ROAD, 21 FEET EAST OF THE CENTER LINE OF A ROAD, 6 FEET
 HF0893'NORTH OF A WITNESS POST, A TRIANGULATION STATION DISK SET IN
 HF0893'THE TOP OF A CONCRETE POST WHICH IS 0.6 FOOT BELOW THE TOP OF
 HF0893'THE GROUND, STAMPED FAIR 1953.
 HF0893'
 HF0893'FAIR R.M. 1 IS 35.0 FEET NORTH OF TRIANGULATION STATION FAIR 1953,
 HF0893'21 FEET EAST OF THE CENTER LINE OF A ROAD, A REFERENCE MARK
 HF0893'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 HF0893'ABOVE THE GROUND, STAMPED FAIR NO 1 1953.
 HF0893'
 HF0893'FAIR R.M. 2 IS 39.6 FEET WEST OF TRIANGULATION STATION FAIR
 HF0893'1953, 18 FEET WEST OF THE CENTER LINE OF A ROAD, A REFERENCE
 HF0893'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 HF0893'FOOT ABOVE THE GROUND, STAMPED FAIR NO 2 1953.
 HF0893'
 HF0893'FAIR 1953 AZIMUTH IS 0.6 MILE EAST OF TRIANGULATION STATION FAIR
 HF0893'1953, AT A ROAD CROSSING, 50 FEET WEST OF THE WEST RAIL OF THE
 HF0893'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 27 FEET NORTH OF THE
 HF0893'CENTER LINE OF A ROAD, 21.2 FEET SOUTHWEST OF A TELEPHONE POLE,
 HF0893'6.6 FEET SOUTHWEST OF A FENCE CORNER, 4 FEET SOUTHWEST OF A
 HF0893'WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 HF0893'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED FAIR
 HF0893'1953.
 HF0893
 HF0893                          STATION RECOVERY (1953)
 HF0893
 HF0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 HF0893'4.7 MI SW FROM HUTCHINSON.
 HF0893'1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0893'RAILROAD FROM THE STATION AT HUTCHINSON, THENCE 2.9 MILES
 HF0893'SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, THENCE
 HF0893'0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH ALONG
 HF0893'A GRAVELED ROAD, 21 FEET EAST OF THE CENTER LINE OF A ROAD,
 HF0893'6 FEET NORTH OF A WITNES POST, SET IN THE TOP OF A CONCRETE POST
 HF0893'WHICH IS 0.6 FOOT BELOW THE TOP OF THE GROUND.
 HF0893
 HF0893                          STATION RECOVERY (1958)
 HF0893
 HF0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 HF0893'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HF0893'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE
 HF0893'STATION AND BOTH REFERENCE MARKS.  THE STATION MARK WAS MOVED
 HF0893'ON LINE TOWARD THE AZIMUTH MARK AND BOTH REFERENCE MARKS WERE
 HF0893'MOVED.  FOR DETAILS, SEE THE DESCRIPTION OF FAIR 2.
 HF0893
 HF0893                          STATION RECOVERY (1986)
 HF0893
 HF0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HF0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0646 ***********************************************************************
 KG0646  DESIGNATION -  FAIR
 KG0646  PID         -  KG0646
 KG0646  STATE/COUNTY-  KS/RUSSELL
 KG0646  USGS QUAD   -  LURAY (1978)
 KG0646
 KG0646                         *CURRENT SURVEY CONTROL
 KG0646  ___________________________________________________________________
 KG0646* NAD 83(1997)-  39 02 44.11918(N)    098 43 22.06035(W)     ADJUSTED  
 KG0646* NAVD 88     -       555.     (meters)    1821.     (feet)  SCALED    
 KG0646  ___________________________________________________________________
 KG0646  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 KG0646  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 KG0646
 KG0646  HORZ ORDER  -  SECOND
 KG0646
 KG0646.The horizontal coordinates were established by classical geodetic methods
 KG0646.and adjusted by the National Geodetic Survey in October 1998..
 KG0646
 KG0646.The orthometric height was scaled from a topographic map.
 KG0646
 KG0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0646
 KG0646.The geoid height was determined by GEOID03.
 KG0646
 KG0646;                    North         East     Units Scale Factor Converg.
 KG0646;SPC KS N     -    79,317.725   337,430.073   MT  0.99996323   -0 27 26.4
 KG0646;UTM  14      - 4,321,872.181   523,988.315   MT  0.99960709   +0 10 28.6
 KG0646
 KG0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0646!SPC KS N     -   0.99991701  x   0.99996323  =   0.99988024
 KG0646!UTM  14      -   0.99991701  x   0.99960709  =   0.99952413
 KG0646
 KG0646:                Primary Azimuth Mark                     Grid Az
 KG0646:SPC KS N     -  LURAY MUNICIPAL TANK                     018 12 49.1
 KG0646:UTM  14      -  LURAY MUNICIPAL TANK                     017 34 54.1
 KG0646
 KG0646|---------------------------------------------------------------------|
 KG0646| PID    Reference Object                     Distance      Geod. Az  |
 KG0646|                                                           dddmmss.s |
 KG0646| KG0645 LURAY MUNICIPAL TANK                APPROX. 8.3 KM 0174522.7 |
 KG0646| CN9282 FAIR RM 1                             9.022 METERS 08723     |
 KG0646| CN9283 FAIR RM 2                            14.070 METERS 17932     |
 KG0646| CN9281 FAIR AZ MK                                         2694113.3 |
 KG0646| KG0649 WALDO MUNICIPAL TANK                APPROX.10.4 KM 3225257.6 |
 KG0646| KG0644 WALDO RADIO RANGE TOWER             APPROX. 8.7 KM 3441852.1 |
 KG0646|---------------------------------------------------------------------|
 KG0646
 KG0646                          SUPERSEDED SURVEY CONTROL
 KG0646
 KG0646  NAD 83(1986)-  39 02 44.12719(N)    098 43 22.06086(W) AD(       ) 2
 KG0646  NAD 27      -  39 02 44.08600(N)    098 43 20.78600(W) AD(       ) 2
 KG0646
 KG0646.Superseded values are not recommended for survey control.
 KG0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0646.See file dsdata.txt to determine how the superseded data were derived.
 KG0646
 KG0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2398821872(NAD 83)
 KG0646_MARKER: DS = TRIANGULATION STATION DISK
 KG0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0646
 KG0646  HISTORY     - Date     Condition        Report By
 KG0646  HISTORY     - 1950     MONUMENTED       CGS
 KG0646  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KG0646  HISTORY     - 1974     GOOD             NGS
 KG0646
 KG0646                          STATION DESCRIPTION
 KG0646
 KG0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0646'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF A GRADED
 KG0646'ROAD ABOUT 5.0 MILES SOUTH AND 4.0 MILES EAST OF WALDO AND
 KG0646'4.5 MILES SOUTH AND 1.5 MILES WEST OF LURAY.  IT IS 23.0
 KG0646'FEET NORTH OF THE CENTER OF A GRADED ROAD, 4.0 FEET SOUTHWEST
 KG0646'OF A STONE POST WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE
 KG0646'AND 3.5 FEET SOUTH OF A FENCE.  IT PROJECTS 3 INCHES AND
 KG0646'IS STAMPED FAIR 1950.
 KG0646'
 KG0646'REFERENCE MARK NO. 1 IS 23.5 FEET NORTH OF THE CENTER OF
 KG0646'A GRADED ROAD AND 2.5 FEET SOUTH OF A FENCE.  IT PROJECTS
 KG0646'3 INCHES AND IS STAMPED FAIR NO 1 1950.
 KG0646'
 KG0646'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION
 KG0646'AND IS ABOUT 1.0 FOOT LOWER IN ELEVATION.  IT IS 24.0 FEET
 KG0646'SOUTH OF THE CENTER OF A GRADED ROAD AND 2.5 FEET WEST OF
 KG0646'A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED FAIR
 KG0646'NO 2 1950.
 KG0646'
 KG0646'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 KG0646'MARK NO. 2 IS 55.80 FEET.
 KG0646'
 KG0646'THE AZIMUTH MARK IS 23.0 FEET NORTH OF THE CENTER OF A GRADED
 KG0646'ROAD, 4.0 FEET SOUTH OF A FENCE AND 2.0 FEET EAST OF A WITNESS
 KG0646'POST.  IT PROJECTS 2 INCHES AND IS STAMPED FAIR 1950.
 KG0646'
 KG0646'TO REACH THE STATION FROM THE POST OFFICE IN WALDO, GO SOUTH
 KG0646'ON THE MAIN STREET AND COUNTY ROUTE NO. 671 FOR 0.2 MILE
 KG0646'TO THE JUNCTION WITH U.S. HIGHWAY NO. 281 AND STATE HIGHWAY
 KG0646'NO. 18.  HERE TURN LEFT AND GO EAST ON U.S. HIGHWAY NO. 281
 KG0646'AND STATE HIGHWAY NO. 18 FOR 2.05 MILES TO A CROSSROAD, TURN
 KG0646'RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 5.1 MILES TO A
 KG0646'CROSSROAD, TURN LEFT AND GO EAST ON A GRADED ROAD FOR 1.7
 KG0646'MILES TO THE TOP OF A RISE AND THE AZIMUTH MARK ON THE LEFT
 KG0646'AS DESCRIBED.  CONTINUE EAST ON A GRADED ROAD FOR 0.35 MILE
 KG0646'AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0646
 KG0646                          STATION RECOVERY (1958)
 KG0646
 KG0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFS)
 KG0646'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KG0646'FOUND IN GOOD CONDITION, EXCEPT THE STATION MARK WHICH HAD
 KG0646'BEEN HIT BY ROAD MACHINERY.  THE TOP FOUR INCHES WAS KNOCKED
 KG0646'OFF THE TOP OF THE MARK.  IT WAS REPLACED AND THE STAMPED
 KG0646'DISK WAS PUT IN PLACE.  THE 1950 DESCRIPTION IS ADEQUATE.
 KG0646'THE STATION MARK AND REFERENCE MARK NO. 1 ARE ABOUT 6 AND
 KG0646'10 INCHES BELOW GROUND SURFACE RESPECTIVELY.
 KG0646
 KG0646                          STATION RECOVERY (1974)
 KG0646
 KG0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KG0646'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING ARE
 KG0646'ADDITIONAL NOTES FOR RECOVERY OF THE MARKS.
 KG0646'
 KG0646'THE STATION MARK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND
 KG0646'ON ITS NORTH SIDE AS MARK IS SET AT EDGE OF CUT FOR DITCH AND A
 KG0646'METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 KG0646'
 KG0646'REFERENCE MARK 1 IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND
 KG0646'ON ITS NORTH SIDE AS MARK IS SET AT EDGE OF CUT FOR DITCH AND A
 KG0646'METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 KG0646'
 KG0646'REFERENCE MARK 2 IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND
 KG0646'ON ITS SOUTH SIDE AS THE MARK IS SET AT EDGE OF CUT FOR DITCH AND A
 KG0646'METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
 KG0646'
 KG0646'A METAL WITNESS POST WAS SET AT THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1461 ***********************************************************************
 HF1461  DESIGNATION -  FAIR 2
 HF1461  PID         -  HF1461
 HF1461  STATE/COUNTY-  KS/RENO
 HF1461  USGS QUAD   -  ELMER (1961)
 HF1461
 HF1461                         *CURRENT SURVEY CONTROL
 HF1461  ___________________________________________________________________
 HF1461* NAD 83(1997)-  37 59 51.75151(N)    097 57 31.01585(W)     ADJUSTED  
 HF1461* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 HF1461  ___________________________________________________________________
 HF1461  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 HF1461  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 HF1461
 HF1461  HORZ ORDER  -  THIRD
 HF1461
 HF1461.The horizontal coordinates were established by classical geodetic methods
 HF1461.and adjusted by the National Geodetic Survey in October 1998..
 HF1461.No horizontal observational check was made to the station.
 HF1461
 HF1461.The orthometric height was scaled from a topographic map.
 HF1461
 HF1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1461
 HF1461.The geoid height was determined by GEOID03.
 HF1461
 HF1461;                    North         East     Units Scale Factor Converg.
 HF1461;SPC KS S     -   547,863.757   447,549.343   MT  0.99993689   +0 19 57.7
 HF1461;UTM  14      - 4,206,072.385   591,434.851   MT  0.99970297   +0 38 28.1
 HF1461
 HF1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1461!SPC KS S     -   0.99993015  x   0.99993689  =   0.99986705
 HF1461!UTM  14      -   0.99993015  x   0.99970297  =   0.99963314
 HF1461
 HF1461|---------------------------------------------------------------------|
 HF1461| PID    Reference Object                     Distance      Geod. Az  |
 HF1461|                                                           dddmmss.s |
 HF1461| CL5188 FAIR 2 RM 3                          12.098 METERS 00004     |
 HF1461| JF1566 HUTCHINSON MORTON SALT STACK        APPROX. 4.7 KM 0041124.5 |
 HF1461| JF1567 S HUTCHINSON E MUN TANK             APPROX. 4.0 KM 0273155.2 |
 HF1461| HF0890 FAIR AZ MK                                         0770438.8 |
 HF1461| HF0893 FAIR                                  2.617 METERS 25705     |
 HF1461| CL5189 FAIR 2 RM 4                          17.892 METERS 27025     |
 HF1461|---------------------------------------------------------------------|
 HF1461
 HF1461                          SUPERSEDED SURVEY CONTROL
 HF1461
 HF1461  NAD 83(1997)-  37 59 51.75973(N)    097 57 31.01634(W) AD(       ) 3
 HF1461  NAD 83(1986)-  37 59 51.76014(N)    097 57 31.01538(W) AD(       ) 3
 HF1461  NAD 27      -  37 59 51.71800(N)    097 57 29.82040(W) AD(       ) 3
 HF1461
 HF1461.Superseded values are not recommended for survey control.
 HF1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1461.See file dsdata.txt to determine how the superseded data were derived.
 HF1461
 HF1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9143506072(NAD 83)
 HF1461_MARKER: DS = TRIANGULATION STATION DISK
 HF1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1461_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1461
 HF1461  HISTORY     - Date     Condition        Report By
 HF1461  HISTORY     - 1958     MONUMENTED       CGS
 HF1461  HISTORY     - 1968     GOOD             USGS
 HF1461
 HF1461                          STATION DESCRIPTION
 HF1461
 HF1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 HF1461'STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF SOUTH
 HF1461'HUTCHINSON ON A ROAD RIGHT-OF-WAY ADJOINING LAND OWNED BY MRS.
 HF1461'I.J. DEAUR, 577 FEET SOUTH OF AN EAST-WEST CROSSROADS, 29 FEET
 HF1461'EAST OF THE CENTER OF A NORTH-SOUTH GRADED ROAD, AND 2.5 FEET
 HF1461'NORTH OF A WITNESS POST.  THE MARK IS 12 INCHES BELOW THE SURFACE
 HF1461'OF THE GROUND AND THE DISK IS STAMPED FAIR 2 1958.
 HF1461'
 HF1461'REFERENCE MARK NO. 3 IS 30 FEET EAST OF THE CENTER OF A GRADED
 HF1461'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FAIR
 HF1461'2 NO 3 1958.
 HF1461'
 HF1461'REFERENCE MARK NO. 4 IS 30 FEET WEST OF THE CENTER OF A GRADED
 HF1461'ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FAIR
 HF1461'2 NO 4 1958.
 HF1461'
 HF1461'AZIMUTH MARK IS 51 FEET WEST OF THE WEST RAIL OF RAILROAD TRACKS,
 HF1461'25 FEET NORTH OF THE CENTER OF ROAD, AND 4 FEET SOUTHWEST OF
 HF1461'A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HF1461'FAIR 1953.
 HF1461'
 HF1461'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAYS 17 AND 61
 HF1461'IN SOUTH HUTCHINSON, GO SOUTH ON STATE HIGHWAY 17 FOR 2.0
 HF1461'MILES TO A CROSSROADS.  TURN RIGHT AND GO WEST FOR 0.5 MILE
 HF1461'TO RAILROAD TRACKS AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 HF1461'WEST FOR 0.5 MILE TO A CROSSROADS.  TURN LEFT AND GO SOUTH ON
 HF1461'A GRADED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT OR EAST
 HF1461'SIDE OF THE ROAD.
 HF1461'
 HF1461'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HF1461
 HF1461                          STATION RECOVERY (1968)
 HF1461
 HF1461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HF1461'THE STATION MARK, RM 3, RM 4, AND THE AZIMUTH MARK WERE RECOVERED
 HF1461'IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0890 ***********************************************************************
 HF0890  DESIGNATION -  FAIR AZ MK
 HF0890  PID         -  HF0890
 HF0890  STATE/COUNTY-  KS/RENO
 HF0890  USGS QUAD   -  ELMER (1961)
 HF0890
 HF0890                         *CURRENT SURVEY CONTROL
 HF0890  ___________________________________________________________________
 HF0890* NAD 83(1986)-  37 59 58.     (N)    097 56 58.     (W)     SCALED    
 HF0890* NAVD 88     -       471.443  (meters)    1546.73   (feet)  ADJUSTED  
 HF0890  ___________________________________________________________________
 HF0890  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 HF0890  DYNAMIC HT  -         471.079 (meters)    1545.53  (feet)  COMP
 HF0890  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 HF0890
 HF0890  VERT ORDER  -  FIRST     CLASS II
 HF0890
 HF0890.The horizontal coordinates were scaled from a topographic map and have
 HF0890.an estimated accuracy of +/- 6 seconds.
 HF0890
 HF0890.The orthometric height was determined by differential leveling
 HF0890.and adjusted by the National Geodetic Survey in June 1991..
 HF0890
 HF0890.The geoid height was determined by GEOID03.
 HF0890
 HF0890.The dynamic height is computed by dividing the NAVD 88
 HF0890.geopotential number by the normal gravity value computed on the
 HF0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0890.degrees latitude (g = 980.6199 gals.).
 HF0890
 HF0890.The modeled gravity was interpolated from observed gravity values.
 HF0890
 HF0890;                    North         East    Units  Estimated Accuracy
 HF0890;SPC KS S     -   548,060.      448,350.      MT  (+/- 180 meters Scaled)
 HF0890
 HF0890                          SUPERSEDED SURVEY CONTROL
 HF0890
 HF0890  NGVD 29 (??/??/92)  471.293  (m)         1546.23   (f) ADJ UNCH    1 2
 HF0890
 HF0890.Superseded values are not recommended for survey control.
 HF0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0890.See file dsdata.txt to determine how the superseded data were derived.
 HF0890
 HF0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH922062(NAD 83)
 HF0890_MARKER: DZ = AZIMUTH MARK DISK
 HF0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0890_SP_SET: CONCRETE POST
 HF0890_STAMPING: FAIR AZ MK
 HF0890_MARK LOGO: CGS   
 HF0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0890+STABILITY: SURFACE MOTION
 HF0890
 HF0890  HISTORY     - Date     Condition        Report By
 HF0890  HISTORY     - 1953     MONUMENTED       CGS
 HF0890  HISTORY     - 1986     GOOD             NGS
 HF0890
 HF0890                          STATION DESCRIPTION
 HF0890
 HF0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0890'4.1 MI S FROM HUTCHINSON.
 HF0890'1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0890'RAILROAD FROM THE STATION AT HUTCHINSON, THENCE 2.9 MILES SOUTH
 HF0890'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT A ROAD
 HF0890'CROSSING, 50 FEET WEST OF THE WEST RAIL, 27 FEET NORTH OF THE
 HF0890'CENTER LINE OF A ROAD, 21.2 FEET SOUTHWEST OF A TELEPHONE
 HF0890'POLE, 6.6 FEET SOUTHWEST OF A FENCE CORNER, 4 FEET SOUTHWEST
 HF0890'OF A WITNESS POST, 0.6 MILE EAST OF TRIANGULATION STATION FAIR
 HF0890'1953, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 HF0890'FOOT ABOVE THE GROUND.
 HF0890
 HF0890                          STATION RECOVERY (1986)
 HF0890
 HF0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HF0890'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM (3.1 MI)
 HF0890'WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE HIGHWAY 61
 HF0890'IN HUTCHINSON, THENCE 1.6 KM (1.0 MI) SOUTH ALONG THE SANTA FE
 HF0890'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0891 ***********************************************************************
 HF0891  DESIGNATION -  FAIR RM 1
 HF0891  PID         -  HF0891
 HF0891  STATE/COUNTY-  KS/RENO
 HF0891  USGS QUAD   -  ELMER (1961)
 HF0891
 HF0891                         *CURRENT SURVEY CONTROL
 HF0891  ___________________________________________________________________
 HF0891* NAD 83(1986)-  37 59 51.     (N)    097 57 30.     (W)     SCALED    
 HF0891* NAVD 88     -       473.465  (meters)    1553.36   (feet)  ADJUSTED  
 HF0891  ___________________________________________________________________
 HF0891  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 HF0891  DYNAMIC HT  -         473.100 (meters)    1552.16  (feet)  COMP
 HF0891  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 HF0891
 HF0891  VERT ORDER  -  FIRST     CLASS II
 HF0891
 HF0891.The horizontal coordinates were scaled from a topographic map and have
 HF0891.an estimated accuracy of +/- 6 seconds.
 HF0891
 HF0891.The orthometric height was determined by differential leveling
 HF0891.and adjusted by the National Geodetic Survey in June 1991..
 HF0891
 HF0891.The geoid height was determined by GEOID03.
 HF0891
 HF0891.The dynamic height is computed by dividing the NAVD 88
 HF0891.geopotential number by the normal gravity value computed on the
 HF0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0891.degrees latitude (g = 980.6199 gals.).
 HF0891
 HF0891.The modeled gravity was interpolated from observed gravity values.
 HF0891
 HF0891;                    North         East    Units  Estimated Accuracy
 HF0891;SPC KS S     -   547,840.      447,570.      MT  (+/- 180 meters Scaled)
 HF0891
 HF0891                          SUPERSEDED SURVEY CONTROL
 HF0891
 HF0891  NGVD 29 (??/??/92)  473.315  (m)         1552.87   (f) ADJ UNCH    1 2
 HF0891
 HF0891.Superseded values are not recommended for survey control.
 HF0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0891.See file dsdata.txt to determine how the superseded data were derived.
 HF0891
 HF0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH914060(NAD 83)
 HF0891_MARKER: DR = REFERENCE MARK DISK
 HF0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0891_SP_SET: CONCRETE POST
 HF0891_STAMPING: FAIR NO 1 1953
 HF0891_MARK LOGO: CGS   
 HF0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0891+STABILITY: SURFACE MOTION
 HF0891
 HF0891  HISTORY     - Date     Condition        Report By
 HF0891  HISTORY     - 1953     MONUMENTED       CGS
 HF0891  HISTORY     - 1986     GOOD             NGS
 HF0891
 HF0891                          STATION DESCRIPTION
 HF0891
 HF0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0891'4.7 MI SW FROM HUTCHINSON.
 HF0891'1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0891'RAILROAD FROM THE STATION AT HUTCHINSON, THENCE 2.9 MILES SOUTH
 HF0891'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, THENCE 0.5
 HF0891'MILE WEST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH ALONG A
 HF0891'GRAVELED ROAD, 35.0 FEET NORTH OF TRIANGULATION STATION FAIR
 HF0891'1953, 21 FEET EAST OF THE CENTER LINE OF A ROAD, SET IN THE
 HF0891'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HF0891
 HF0891                          STATION RECOVERY (1986)
 HF0891
 HF0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HF0891'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM (3.1 MI)
 HF0891'WESTERLY ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH STATE HIGHWAY 61
 HF0891'IN HUTCHINSON, THENCE 0.8 KM (0.5 MI) WEST ALONG A DIRT ROAD, THENCE
 HF0891'0.2 KM (0.1 MI) SOUTH ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0892 ***********************************************************************
 HF0892  DESIGNATION -  FAIR RM 2
 HF0892  PID         -  HF0892
 HF0892  STATE/COUNTY-  KS/RENO
 HF0892  USGS QUAD   -  ELMER (1961)
 HF0892
 HF0892                         *CURRENT SURVEY CONTROL
 HF0892  ___________________________________________________________________
 HF0892* NAD 83(1986)-  37 59 51.     (N)    097 57 30.     (W)     SCALED    
 HF0892* NAVD 88     -       473.287  (meters)    1552.78   (feet)  ADJUSTED  
 HF0892  ___________________________________________________________________
 HF0892  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 HF0892  DYNAMIC HT  -         472.922 (meters)    1551.58  (feet)  COMP
 HF0892  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 HF0892
 HF0892  VERT ORDER  -  FIRST     CLASS II
 HF0892
 HF0892.The horizontal coordinates were scaled from a topographic map and have
 HF0892.an estimated accuracy of +/- 6 seconds.
 HF0892
 HF0892.The orthometric height was determined by differential leveling
 HF0892.and adjusted by the National Geodetic Survey in June 1991..
 HF0892
 HF0892.The geoid height was determined by GEOID03.
 HF0892
 HF0892.The dynamic height is computed by dividing the NAVD 88
 HF0892.geopotential number by the normal gravity value computed on the
 HF0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0892.degrees latitude (g = 980.6199 gals.).
 HF0892
 HF0892.The modeled gravity was interpolated from observed gravity values.
 HF0892
 HF0892;                    North         East    Units  Estimated Accuracy
 HF0892;SPC KS S     -   547,840.      447,570.      MT  (+/- 180 meters Scaled)
 HF0892
 HF0892                          SUPERSEDED SURVEY CONTROL
 HF0892
 HF0892  NGVD 29 (??/??/92)  473.137  (m)         1552.28   (f) ADJ UNCH    1 2
 HF0892
 HF0892.Superseded values are not recommended for survey control.
 HF0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0892.See file dsdata.txt to determine how the superseded data were derived.
 HF0892
 HF0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH914060(NAD 83)
 HF0892_MARKER: DR = REFERENCE MARK DISK
 HF0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0892_STAMPING: FAIR NO 2 1953
 HF0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0892+STABILITY: SURFACE MOTION
 HF0892
 HF0892  HISTORY     - Date     Condition        Report By
 HF0892  HISTORY     - 1953     MONUMENTED       CGS
 HF0892  HISTORY     - 1986     MARK NOT FOUND   NGS
 HF0892
 HF0892                          STATION DESCRIPTION
 HF0892
 HF0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0892'4.9 MI SW FROM HUTCHINSON.
 HF0892'1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0892'RAILROAD FROM THE STATION AT HUTCHINSON, THENCE 2.9 MILES SOUTH
 HF0892'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, THENCE
 HF0892'0.5 MILE WEST ALONG A DIRT ROAD, THENCE 0.1 MILE SOUTH ALONG
 HF0892'A GRAVELED ROAD, 39.6 FEET WEST OF TRIANGULATION STATION FAIR
 HF0892'1953, 18 FEET WEST OF THE CENTER LINE OF A ROAD, SET IN THE
 HF0892'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 HF0892
 HF0892                          STATION RECOVERY (1986)
 HF0892
 HF0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HF0892'THE CONCRETE POST WAS FOUND WITH THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1180 ***********************************************************************
 KF1180  DESIGNATION -  FAIRFIELD
 KF1180  PID         -  KF1180
 KF1180  STATE/COUNTY-  KS/MARSHALL
 KF1180  USGS QUAD   -  HANOVER SE (1983)
 KF1180
 KF1180                         *CURRENT SURVEY CONTROL
 KF1180  ___________________________________________________________________
 KF1180* NAD 83(1997)-  39 48 46.74396(N)    096 45 01.29978(W)     ADJUSTED  
 KF1180* NAVD 88     -       426.33   (+/-2cm)    1398.7    (feet)  VERTCON   
 KF1180  ___________________________________________________________________
 KF1180  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 KF1180  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 KF1180
 KF1180  HORZ ORDER  -  SECOND
 KF1180  VERT ORDER  -  THIRD ? (See Below)
 KF1180
 KF1180.The horizontal coordinates were established by classical geodetic methods
 KF1180.and adjusted by the National Geodetic Survey in October 1998..
 KF1180
 KF1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1180.The vertical order pertains to the NGVD 29 superseded value.
 KF1180
 KF1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1180
 KF1180.The geoid height was determined by GEOID03.
 KF1180
 KF1180;                    North         East     Units Scale Factor Converg.
 KF1180;SPC KS N     -   165,002.786   506,999.167   MT  1.00000494   +0 47 26.4
 KF1180;UTM  14      - 4,409,421.808   692,560.358   MT  1.00005651   +1 26 27.1
 KF1180
 KF1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1180!SPC KS N     -   0.99993744  x   1.00000494  =   0.99994238
 KF1180!UTM  14      -   0.99993744  x   1.00005651  =   0.99999395
 KF1180
 KF1180:                Primary Azimuth Mark                     Grid Az
 KF1180:SPC KS N     -  MARYSVILLE ST GREGORY CHURCH             069 32 47.7
 KF1180:UTM  14      -  MARYSVILLE ST GREGORY CHURCH             068 53 47.0
 KF1180
 KF1180|---------------------------------------------------------------------|
 KF1180| PID    Reference Object                     Distance      Geod. Az  |
 KF1180|                                                           dddmmss.s |
 KF1180| KF1137 MARYSVILLE ST GREGORY CHURCH        APPROX. 9.9 KM 0702014.1 |
 KF1180| KF1142 MARSVILLE MUNICIPAL STANDPIPE       APPROX.10.2 KM 0711854.1 |
 KF1180| CL6502 FAIRFIELD AZ MK                                    0922110.4 |
 KF1180| CL6504 FAIRFIELD RM 1                       18.716 METERS 17710     |
 KF1180| KF1163 BARNES MUNICIPAL TANK               APPROX.15.1 KM 2241030.2 |
 KF1180| CL6505 FAIRFIELD RM 2                       35.427 METERS 26346     |
 KF1180| KF1179 FIRST ENGLISH LUTH CH SPIRE         APPROX. 1.9 KM 2982501.8 |
 KF1180| CL6503 FAIRFIELD AZ MK RESET                              3585954.9 |
 KF1180|---------------------------------------------------------------------|
 KF1180
 KF1180                          SUPERSEDED SURVEY CONTROL
 KF1180
 KF1180  NAD 83(1997)-  39 48 46.74545(N)    096 45 01.29939(W) AD(       ) 2
 KF1180  NAD 83(1986)-  39 48 46.74957(N)    096 45 01.29648(W) AD(       ) 2
 KF1180  NAD 27      -  39 48 46.74200(N)    096 45 00.21200(W) AD(       ) 2
 KF1180  NGVD 29 (07/19/86)  426.22   (m)         1398.4    (f) LEVELING    3  
 KF1180
 KF1180.Superseded values are not recommended for survey control.
 KF1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1180.See file dsdata.txt to determine how the superseded data were derived.
 KF1180
 KF1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK9256009422(NAD 83)
 KF1180_MARKER: DS = TRIANGULATION STATION DISK
 KF1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1180
 KF1180  HISTORY     - Date     Condition        Report By
 KF1180  HISTORY     - 1947     MONUMENTED       CGS
 KF1180  HISTORY     - 1965     GOOD             CGS
 KF1180  HISTORY     - 1966     GOOD             CGS
 KF1180
 KF1180                          STATION DESCRIPTION
 KF1180
 KF1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1180'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF MARYSVILLE
 KF1180'IN THE NORTHEAST ANGLE OF A CROSSROAD, AT THE FAIRFIELD
 KF1180'PUBLIC SCHOOL.  IT IS 89 FEET SOUTHWEST OF THE SOUTHWEST
 KF1180'CORNER OF THE SCHOOL HOUSE, 36 FEET NORTH OF THE CENTER
 KF1180'OF AN EAST-WEST GRAVELED ROAD AND 26 FEET EAST OF THE CENTER OF
 KF1180'A NORTH-SOUTH DIRT ROAD.  IT IS STAMPED FAIRFIELD 1947 AND
 KF1180'IS FLUSH WITH THE SURFACE OF THE GROUND.
 KF1180'
 KF1180'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE CENTER OF AN
 KF1180'EAST-WEST GRAVELED ROAD, 33 FEET EAST OF A NORTH-SOUTH DIRT
 KF1180'ROAD, 10 FEET EAST OF A FENCE CORNER AND 1 FOOT NORTH OF
 KF1180'AN EAST-WEST FENCE LINE.  IT IS STAMPED FAIRFIELD NO 1 1947
 KF1180'AND PROJECTS 4 INCHES.
 KF1180'
 KF1180'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF A CULTIVATED
 KF1180'FIELD, IN AN EAST-WEST FENCE LINE, 89 FEET WEST OF THE CENTER
 KF1180'OF A NORTH-SOUTH DIRT ROAD AND 23 FEET NORTH OF THE CENTER
 KF1180'OF AN EAST-WEST GRAVELED ROAD.  IT IS STAMPED FAIRFIELD NO 2 1947
 KF1180'AND PROJECTS 4 INCHES.
 KF1180'
 KF1180'THE AZIMUTH MARK IS AT THE NORTH EDGE OF A CULTIVATED FIELD,
 KF1180'1 FOOT NORTH OF AN EAST-WEST FENCE LINE, 22 FEET SOUTH OF
 KF1180'THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 3 FEET WEST OF
 KF1180'TELEPHONE POLE NO. 4810.  IT IS STAMPED FAIRFIELD 1947 AND
 KF1180'PROJECTS 4 INCHES.
 KF1180'
 KF1180'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 77
 KF1180'AT THE EAST EDGE OF MARYSVILLE, GO WEST ON HIGHWAYS 36 AND
 KF1180'77 FOR 1 MILE TO A FORK.  TAKE LEFT FORK, U.S. HIGHWAY 36, FOR
 KF1180'4.55 MILES TO A CROSSROAD, TURN SOUTH, LEFT, AND GO 2.0 MILES TO
 KF1180'THE FAIRFIELD SCHOOL ON THE LEFT AND THE STATION AS DESCRIBED.
 KF1180'
 KF1180'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVELED
 KF1180'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 KF1180'
 KF1180'A 4 FOOT SIGNAL AT MARYSVILLE IS VISIBLE AT 20 FEET.
 KF1180'
 KF1180'A 74 FOOT SIGNAL AT HOME IS VISIBLE AT 20 FEET.
 KF1180'
 KF1180'A 4 FOOT SIGNAL AT MARY IS VISIBLE AT 20 FEET.
 KF1180'
 KF1180'A 74 FOOT SIGNAL AT WINIFRED IS V.G.
 KF1180'
 KF1180'A 74 FOOT SIGNAL AT JOHNSTON IS V.G.
 KF1180'
 KF1180'A 74 FOOT SIGNAL AT COTTAGE HILL IS V.G.
 KF1180'
 KF1180'A 4 FOOT SIGNAL AT WATER IS V.G.
 KF1180'
 KF1180'A 4 FOOT SIGNAL AT CHEPSTOW IS VISIBLE AT 20 FEET.
 KF1180'
 KF1180'A 4 FOOT SIGNAL AT HWY IS VISIBLE AT 50 FEET.
 KF1180'
 KF1180'A 74 FOOT SIGNAL AT GREENLEAF IS VISIBLE AT 20 FEET.
 KF1180'
 KF1180'A 74 FOOT SIGNAL AT ST PAUL IS V.G.
 KF1180'
 KF1180'A 74 FOOT SIGNAL AT BREMEN IS VISIBLE AT 50 FEET.
 KF1180'
 KF1180'A 74 FOOT SIGNAL AT ODELL IS VISIBLE AT 50 FEET.
 KF1180'
 KF1180'A 74 FOOT SIGNAL AT HULL IS VISIBLE AT 30 FEET.
 KF1180'
 KF1180'A 74 FOOT SIGNAL AT MALICKY IS VISIBLE AT 50 FEET.
 KF1180'
 KF1180'A 74 FOOT SIGNAL AT HERKIMER IS VISIBLE AT 30 FEET.
 KF1180'
 KF1180'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1180
 KF1180                          STATION RECOVERY (1965)
 KF1180
 KF1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1180'THE STATION MARK RECOVERED AND IN GOOD CONDITION.  IT IS
 KF1180'36 FEET NORTH OF CENTER LINE OF THE ROAD, 28 FEET WEST OF
 KF1180'THE CENTER LINE OF THE ROAD, 44 FEET NORTHEAST OF CENTER OF THE
 KF1180'CROSSROAD AND 2 FEET SOUTH OF A METAL WITNESS POST.  THE
 KF1180'MONUMENT IS FLUSH WITH THE GROUND.
 KF1180'
 KF1180'REFERENCE MARK NO. 1 RECOVERED, IT IS IN GOOD CONDITION,
 KF1180'GRADING OF THE ROAD HAS EXPOSED THE MARK ABOUT 2 FEET ON THE ONE
 KF1180'SIDE.
 KF1180'
 KF1180'REFERENCE MARK NO. 2 RECOVERED IN POOR CONDITION, THE DIRT
 KF1180'HAS BEEN GRADED AWAY FROM ONE SIDE OF THE MARK AND WILL ERODE OUT
 KF1180'IN A FEW YEARS.
 KF1180'
 KF1180'THE AZIMUTH MARK RECOVERED AND FOUND TO BE IN POOR CONDITION,
 KF1180'GRADING OF THE ROAD HAS EXPOSED ABOUT 2.5 FEET OF THE MONUMENT ON
 KF1180'ONE SIDE.
 KF1180
 KF1180                          STATION RECOVERY (1966)
 KF1180
 KF1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1180'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND
 KF1180'IN GOOD CONDITION.  THE FAIRFIELD SCHOOL HAS BEEN REMOVED
 KF1180'FROM THE VICINITY OF THE STATION.  THE AZIMUTH MARK WAS FOUND TO
 KF1180'BE EXPOSED ON ONE SIDE AND SINCE THIS MARK WAS NOT VISIBLE FROM
 KF1180'THE GROUND AT THE STATION IT WAS DESTROYED.  A NEW AZIMUTH
 KF1180'MARK WAS ESTABLISHED AT TIME OF RECOVERY.
 KF1180'
 KF1180'TO REACH THE STATION FROM MARYSVILLE, FROM THE RAILROAD
 KF1180'CROSSING ON U.S. HIGHWAYS 36 AND 77, GO WEST ON U.S. 36 AND 77
 KF1180'FOR 0.85 MILE TO JUNCTION OF THESE HIGHWAYS, TAKE LEFT FORK AND
 KF1180'CONTINUE WEST ON U.S. 36 FOR 4.6 MILES TO CROSSROADS AT A SMALL
 KF1180'PARK ON THE LEFT, TURN LEFT AND GO SOUTH FOR 1.65 MILES TO THE
 KF1180'AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR 0.35 MILE TO
 KF1180'CROSSROADS AND STATION ON THE LEFT.
 KF1180'
 KF1180'THE STATION IS IN THE NORTHEAST ANGLE OF CROSSROADS, 36 FEET
 KF1180'NORTH OF THE CENTERLINE OF EAST-WEST ROAD, 26 FEET EAST OF
 KF1180'CENTERLINE OF NORTH-SOUTH ROAD, 13 FEET NORTH OF A POWERLINE
 KF1180'POLE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.  MARK IS
 KF1180'FLUSH AND DISK IS STAMPED FAIRFIELD 1947.
 KF1180'
 KF1180'R.M. NO. 1 IS 10 FEET EAST OF A FENCE CORNER, 4 FEET WEST OF A
 KF1180'TELEPHONE POLE AND 1 FOOT NORTH OF A FENCE.  MARK PROJECTS
 KF1180'4 INCHES AND DISK IS STAMPED FAIRFIELD NO 1 1947.
 KF1180'
 KF1180'R.M. NO. 2 IS 89 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD,
 KF1180'23 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD AND 1 FOOT
 KF1180'EAST OF A METAL WITNESS POST.  MARK PROJECTS 6 INCHES AND
 KF1180'DISK IS STAMPED FAIRFIELD NO 2 1947.
 KF1180'
 KF1180'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTERLINE OF ROAD, 1.5
 KF1180'FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE.
 KF1180'MARK PROJECTS 4 INCHES AND DISK IS STAMPED FAIRFIELD 1947
 KF1180'RESET 1966.
 KF1180'
 KF1180'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 128.21 FT. (39.078
 KF1180'M.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0832 ***********************************************************************
 JG0832  DESIGNATION -  FAIRMOUNT
 JG0832  PID         -  JG0832
 JG0832  STATE/COUNTY-  KS/BARTON
 JG0832  USGS QUAD   -  OTIS NE (1969)
 JG0832
 JG0832                         *CURRENT SURVEY CONTROL
 JG0832  ___________________________________________________________________
 JG0832* NAD 83(1997)-  38 40 30.16922(N)    099 00 17.92827(W)     ADJUSTED  
 JG0832* NAVD 88     -       614.6    (meters)    2016.     (feet)  VERTCON   
 JG0832  ___________________________________________________________________
 JG0832  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 JG0832  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 JG0832
 JG0832  HORZ ORDER  -  FIRST
 JG0832
 JG0832.The horizontal coordinates were established by classical geodetic methods
 JG0832.and adjusted by the National Geodetic Survey in October 1998..
 JG0832
 JG0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0832
 JG0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0832
 JG0832.The geoid height was determined by GEOID03.
 JG0832
 JG0832;                    North         East     Units Scale Factor Converg.
 JG0832;SPC KS S     -   623,028.816   356,055.202   MT  1.00002323   -0 18 37.2
 JG0832;SPC KS N     -    38,419.177   312,546.574   MT  1.00000698   -0 38 09.1
 JG0832;UTM  14      - 4,280,717.218   499,566.801   MT  0.99960000   -0 00 11.2
 JG0832
 JG0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0832!SPC KS S     -   0.99990765  x   1.00002323  =   0.99993088
 JG0832!SPC KS N     -   0.99990765  x   1.00000698  =   0.99991463
 JG0832!UTM  14      -   0.99990765  x   0.99960000  =   0.99950769
 JG0832
 JG0832|---------------------------------------------------------------------|
 JG0832| PID    Reference Object                     Distance      Geod. Az  |
 JG0832|                                                           dddmmss.s |
 JG0832| CK8659 FAIRMOUNT RM 2                       19.799 METERS 09425     |
 JG0832| CK8657 FAIRMOUNT AZ MK                                    0954347.1 |
 JG0832| CK8662 FAIRMOUNT RM 5                       73.566 METERS 15402     |
 JG0832| CK8660 FAIRMOUNT RM 3                       76.371 METERS 15515     |
 JG0832| JG0809 OLMITZ ST ANNES CATH CHURCH         APPROX.18.5 KM 1614531.2 |
 JG0832| JG0834 OTIS MUNICIPAL TANK                 APPROX.16.3 KM 1940930.5 |
 JG0832| CK8661 FAIRMOUNT RM 4                       77.328 METERS 20700     |
 JG0832| CK8658 FAIRMOUNT RM 1                       32.534 METERS 27056     |
 JG0832| JG0837 PFIEFER HOLY CROSS CATHOLIC CH      APPROX.14.4 KM 2845635.7 |
 JG0832|---------------------------------------------------------------------|
 JG0832
 JG0832                          SUPERSEDED SURVEY CONTROL
 JG0832
 JG0832  NAD 83(1986)-  38 40 30.17728(N)    099 00 17.92786(W) AD(       ) 1
 JG0832  NAD 27      -  38 40 30.13300(N)    099 00 16.59700(W) AD(       ) 1
 JG0832  NGVD 29 (07/19/86)  614.4    (m)         2016.     (f) VERT ANG       
 JG0832
 JG0832.Superseded values are not recommended for survey control.
 JG0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0832.See file dsdata.txt to determine how the superseded data were derived.
 JG0832
 JG0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9956780717(NAD 83)
 JG0832_MARKER: DS = TRIANGULATION STATION DISK
 JG0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0832
 JG0832  HISTORY     - Date     Condition        Report By
 JG0832  HISTORY     - 1892     MONUMENTED       CGS
 JG0832  HISTORY     - 1934     GOOD             CGS
 JG0832  HISTORY     - 1953     GOOD             CGS
 JG0832  HISTORY     - 1963     GOOD             CGS
 JG0832  HISTORY     - 1965     GOOD             CGS
 JG0832  HISTORY     - 1967     GOOD             CGS
 JG0832  HISTORY     - 1968     GOOD             USGS
 JG0832
 JG0832                          STATION DESCRIPTION
 JG0832
 JG0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (FDG)
 JG0832'ABOUT 3 MILES NORTHWEST OF GALATIA, IN THE NE 1/4 SEC. 8, T. 16
 JG0832'S., R. 15 W., AND 1.98 METERS (6.5 FEET) NORTH OF THE FAIRMONT
 JG0832'SCHOOLHOUSE LOT, THE SOUTHWEST CORNER OF WHICH IS THE CENTER
 JG0832'OF THE SECTION.  THE UNDERGROUND AND STATION MARKS ARE STANDARD
 JG0832'BRONZE TABLETS IN CONCRETE BLOCKS, THE FORMER 36 INCHES, THE
 JG0832'LATTER 11 INCHES BELOW THE SURFACE.  A STANDARD BRONZE REFERENCE
 JG0832'TABLET IN A CONCRETE BLOCK IS 7 FEET NORTH OF THE NORTHWEST
 JG0832'CORNER OF THE SCHOOLHOUSE LOT ON THE NORTH AND SOUTH
 JG0832'HALF-SECTION LINE, AND 32.46 METERS (106.5 FEET), S. 78 DEG W.
 JG0832'(MAGNETIC) FROM THE STATION.  ADDITIONAL REFERENCES ARE AS
 JG0832'FOLLOWS- NORTHEAST CORNER OF SCHOOLHOUSE LOT, 29.6
 JG0832'METERS (97 FEET), N.  81 DEG E. (MAGNETIC), CENTER OF WALL,
 JG0832'70.4 METERS (231 FEET), S. 20 DEG E. (MAGNETIC), CENTER OF
 JG0832'CONCRETE BASE OF FLAGPOLE, 67.82 METERS (222.5 FEET), S. 3
 JG0832'DEG E. (MAGNETIC), NORTHEAST CORNER OF FAIRMOUNT
 JG0832'SCHOOLHOUSE, 69.22 METERS (227.1 FEET), S.  5 DEG W.
 JG0832'(MAGNETIC), NORTHEAST CORNER OF SCHOOLHOUSE LOT, 32.6 METERS
 JG0832'(107 FEET), S. 75 DEG W. (MAGNETIC).
 JG0832
 JG0832                          STATION RECOVERY (1934)
 JG0832
 JG0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0832'ORIGINAL DESCRIPTION IS CORRECT.  ADDITIONAL REFERENCES ARE AS
 JG0832'FOLLOWS- THE FENCE LINE ON THE NORTH SIDE OF THE SCHOOLHOUSE
 JG0832'LOT CONTAINS 13 STONE POSTS, 6 EAST AND 7 WEST OF THE STATION,
 JG0832'THE FIRST POST EAST OF THE STATION IS 8.9 FEET SOUTHEAST, AND
 JG0832'THE FIRST STONE WEST IS 10.3 FEET SOUTHWEST.  BOTH POSTS ARE
 JG0832'MARKED WITH A LARGE CROSS.
 JG0832
 JG0832                          STATION RECOVERY (1953)
 JG0832
 JG0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0832'THE STATION AND THE REFERENCE MARK WERE RECOVERED AS DESCRIBED.
 JG0832'AN AZIMUTH MARK AND A REFERENCE MARK WAS ESTABLISHED.  A
 JG0832'COMPLETE DESCRIPTION FOLLOWS.
 JG0832'
 JG0832'THE STATION IS ABOUT 3 MILES NORTHWEST OF GALATIA, IN THE
 JG0832'NORTHEAST 1/4 OF SECTION 8, T 16 S, R 15 W, AT THE SOUTH EDGE OF A
 JG0832'CULTIVATED FIELD OWNED BY RUDY FUNK.  IT IS 6 FEET NORTH OF THE
 JG0832'FAIRMOUNT SCHOOLHOUSE LOT, 10.4 FEET NORTHEAST OF A STONE FENCE
 JG0832'POST, 10.0 FEET NORTHWEST OF A STONE FENCE POST AND 226.7 FEET
 JG0832'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE.
 JG0832'
 JG0832'THE STATION MARK IS 18 INCHES BELOW THE SURFACE OF THE CULTIVATED
 JG0832'FIELD AND THE DISK IS STAMPED FAIRMOUNT 1892.
 JG0832'
 JG0832'REFERENCE MARK 1 IS 6 FEET NORTH OF A STONE FENCE CORNER POST
 JG0832'AND 1 FOOT EAST OF A FENCE.  THE MARK IS FLUSH WITH THE GROUND
 JG0832'AND THE DISK IS STAMPED FAIRMOUNT NO 1 1892.
 JG0832'
 JG0832'REFERENCE MARK 2 IS 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS
 JG0832'3 INCHES AND THE DISK IS STAMPED FAIRMOUNT NO 2 1892.
 JG0832'
 JG0832'THE AZIMUTH MARK IS 49 FEET SOUTHWEST OF THE CENTER OF A T-ROAD
 JG0832'INTERSECTION, 7 FEET WEST OF A FENCE CORNER, 2 FEET WEST OF A
 JG0832'4 X 4 INCH WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE
 JG0832'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED FAIRMOUNT 1892.
 JG0832'
 JG0832'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GALATIA, GO WEST
 JG0832'ON A PAVED ROAD FOR 2.0 MILES TO A CROSSROADS, TURN RIGHT AND GO
 JG0832'NORTH ON A GRAVELED ROAD FOR 2.5 MILES TO A T-INTERSECTION
 JG0832'AND THE AZIMUTH MARK, TURN LEFT AND GO WEST 0.5 MILE TO THE
 JG0832'STATION.
 JG0832
 JG0832                          STATION RECOVERY (1963)
 JG0832
 JG0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JG0832'THE STATION MARK WHICH IS 18 INCHES BELOW THE SURFACE OF THE
 JG0832'GROUND WAS RECOVERED AS DESCRIBED.  A STEEL POST WITH SIGN WAS
 JG0832'PLACED 1 FOOT WEST OF THE STATION MARK.  THE REFERENCE AND
 JG0832'AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.  THE SCHOOLHOUSE
 JG0832'HAS BEEN REMOVED AND THE ROAD WHICH LED TO THE SCHOOL IN THE
 JG0832'MIDDLE OF THE SECTION IS BEING ABANDONED AND THE LAND IS
 JG0832'REVERTING TO THE LANDOWNER OF THE ADJOINING LAND WHO IS MR.
 JG0832'RAYMOND FUNK.  MR. FUNK PLANS TO ERADICATE THE ROAD AND THE
 JG0832'SCHOOLYARD AND RETURN THE LAND TO CULTIVATION, SO PERMISSION WAS
 JG0832'GIVEN MR. FUNK TO REMOVE THE REFERENCE MARKS UNTIL THE
 JG0832'GRADED ROAD IS LEVELED AND THE MARKS CAN BE PLACED ALONG
 JG0832'PROPERTY LINES.  HE WILL NOTIFY THIS OFFICE AT THAT TIME.
 JG0832
 JG0832                          STATION RECOVERY (1965)
 JG0832
 JG0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 JG0832'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 JG0832'THE SCHOOL HOUSE, THAT WAS LOCATED AT THE STATION SITE, HAS BEEN
 JG0832'REMOVED AND ALL OTHER REFERENCES IN THE IMMEDIATE VICINITY
 JG0832'HAVE BEEN REMOVED.  THE FORMER ROAD LEADING TO THE SCHOOL AND
 JG0832'THE SCHOOL GROUNDS WILL BE PUT UNDER CULTIVATION SO IT WAS
 JG0832'NECESSARY TO MOVE THE REFERENCE MARKS TO EXISTING FENCE LINES.
 JG0832'
 JG0832'THE STATION IS ABOUT 200 FEET NORTH OF AN EAST-WEST HALF-SECTION
 JG0832'LINE FENCE, ABOUT 107 FEET EAST OF THE NORTH-SOUTH HALF-SECTION
 JG0832'LINE FENCE AND IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 JG0832'
 JG0832'THE DESCRIPTION TO REACH THE STATION FROM GALATIA IS ADEQUATE
 JG0832'FOR RECOVERY BUT THE ROAD FROM THE AZIMUTH MARK TO THE STATION
 JG0832'WILL BE CLOSED AND THE LAND WILL BE UNDER CULTIVATION.
 JG0832'
 JG0832'R.M. NO. 3 IS SOUTHEAST OF THE STATION, 1 FOOT NORTH OF A FENCE
 JG0832'AND 1 FOOT EAST OF A METAL WITNESS POST.  THE MARK PROJECTS
 JG0832'ABOUT 6 INCHES AND THE DISK IS STAMPED FAIRMOUNT NO 3 1892.
 JG0832'
 JG0832'R.M. NO. 4 IS SOUTHWEST OF THE STATION, 1 FOOT WEST OF A STONE
 JG0832'POST AT A FENCE CORNER AND 1 FOOT EAST OF A METAL WITNESS POST.
 JG0832'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FAIRMOUNT NO 4
 JG0832'1892.
 JG0832'
 JG0832'THE AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, 7 FEET WEST OF
 JG0832'A FENCE CORNER AND 1 FOOT NORTH OF THE HALF-SECTION LINE FENCE.
 JG0832
 JG0832                          STATION RECOVERY (1967)
 JG0832
 JG0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JG0832'THE STATION MARK, REFERENCE MARK NO. 4, AND THE AZIMUTH MARK
 JG0832'WERE RECOVERED AS DESCRIBED AND WERE FOUND IN GOOD CONDITION.
 JG0832'
 JG0832'THE EAST-WEST SECTION LINE ROAD LEADING TO THE STATION HAS BEEN
 JG0832'CLOSED AND THE EAST-WEST FENCELINE IS BEING MOVED 10 FEET NORTH
 JG0832'SO REFERENCE MARK NO. 3 HAD TO BE RESET.
 JG0832'
 JG0832'THE 1965 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JG0832'
 JG0832'A LARGE PILE OF BRUSH OBSTRUCTED THE LINE OF SIGHT TO REFERENCE
 JG0832'MARK NO. 4.
 JG0832'
 JG0832'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK NO. 5.
 JG0832'
 JG0832'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED FAIRMOUNT 1892 NO.
 JG0832'5 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JG0832'3 INCHES.  IT IS 1 FOOT EAST OF A METAL WITNESS POST AND IN AN
 JG0832'EAST-WEST FENCELINE.
 JG0832'
 JG0832'THE STATION MARK IS 190 FEET NORTH OF AN EAST-WEST FENCE LINE
 JG0832'AND 131 FEET NORTH-NORTHWEST OF THE CENTER OF AN OLD WELL PIPE IN
 JG0832'THE CENTER OF A CONCRETE PLATFORM.
 JG0832'
 JG0832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 JG0832'NORTHWEST OF GALATIA.
 JG0832
 JG0832                          STATION RECOVERY (1968)
 JG0832
 JG0832'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JG0832'STATION MARK, AZIMUTH MARK AND REFERENCE MARK 4 RECOVERED AND
 JG0832'FOUND IN GOOD CONDITION AS DESCRIBED.  NOTE- REFERENCE MARK 3 NOT
 JG0832'RECOVERED.
 JG0832'
 JG0832'REFERENCE MARK 5 RECOVERED AND FOUND IN GOOD CONDITION.
 JG0832'
 JG0832'DISTANCES AND DIRECTIONS TO AZIMUTH MARK AND REFERENCE MARK 4
 JG0832'CHECKED.
 JG0832'
 JG0832'REFERENCE MARK 5 NOT LISTED BY USC AND GS.
 JG0832'
 JG0832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3
 JG0832'MILES NW OF GALATIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0756 ***********************************************************************
 HE0756  DESIGNATION -  FAIRVIEW
 HE0756  PID         -  HE0756
 HE0756  STATE/COUNTY-  KS/LABETTE
 HE0756  USGS QUAD   -  LABETTE (1974)
 HE0756
 HE0756                         *CURRENT SURVEY CONTROL
 HE0756  ___________________________________________________________________
 HE0756* NAD 83(1997)-  37 09 51.28529(N)    095 12 18.06801(W)     ADJUSTED  
 HE0756* NAVD 88     -       277.9    (meters)     912.     (feet)  VERTCON   
 HE0756  ___________________________________________________________________
 HE0756  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 HE0756  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 HE0756
 HE0756  HORZ ORDER  -  SECOND
 HE0756
 HE0756.The horizontal coordinates were established by classical geodetic methods
 HE0756.and adjusted by the National Geodetic Survey in October 1998..
 HE0756
 HE0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0756
 HE0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0756
 HE0756.The geoid height was determined by GEOID03.
 HE0756
 HE0756;                    North         East     Units Scale Factor Converg.
 HE0756;SPC KS S     -   460,395.327   692,605.160   MT  1.00002171   +2 01 29.5
 HE0756;UTM  15      - 4,115,369.471   304,215.718   MT  1.00007221   -1 19 56.9
 HE0756
 HE0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0756!SPC KS S     -   0.99996107  x   1.00002171  =   0.99998278
 HE0756!UTM  15      -   0.99996107  x   1.00007221  =   1.00003328
 HE0756
 HE0756|---------------------------------------------------------------------|
 HE0756| PID    Reference Object                     Distance      Geod. Az  |
 HE0756|                                                           dddmmss.s |
 HE0756| CL5195 FAIRVIEW RM 1                        32.321 METERS 01147     |
 HE0756| HE0757 OSWEGO COOP ASSN ELEVATOR EAST      APPROX. 6.8 KM 0863544.8 |
 HE0756| HE0740 OSWEGO MUNICIPAL TANK               APPROX. 8.6 KM 0881531.5 |
 HE0756| CL5196 FAIRVIEW RM 2                        35.204 METERS 12843     |
 HE0756| CL5194 FAIRVIEW AZ MK                                     2755117.7 |
 HE0756| HE0760 ALTAMONT W MUNICIPAL TANK           APPROX. 8.5 KM 2895243.9 |
 HE0756| HE0759 ALTAMONT REA RAD KAB 484 MAST       APPROX. 8.7 KM 2902817.8 |
 HE0756|---------------------------------------------------------------------|
 HE0756
 HE0756                          SUPERSEDED SURVEY CONTROL
 HE0756
 HE0756  NAD 83(1997)-  37 09 51.28946(N)    095 12 18.06835(W) AD(       ) 2
 HE0756  NAD 83(1986)-  37 09 51.30021(N)    095 12 18.05608(W) AD(       ) 2
 HE0756  NAD 27      -  37 09 51.06119(N)    095 12 17.17848(W) AD(       ) 2
 HE0756  NGVD 29 (07/19/86)  277.8    (m)          911.     (f) VERT ANG       
 HE0756
 HE0756.Superseded values are not recommended for survey control.
 HE0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0756.See file dsdata.txt to determine how the superseded data were derived.
 HE0756
 HE0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0421615369(NAD 83)
 HE0756_MARKER: DS = TRIANGULATION STATION DISK
 HE0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0756
 HE0756  HISTORY     - Date     Condition        Report By
 HE0756  HISTORY     - 1965     MONUMENTED       CGS
 HE0756  HISTORY     - 1966     GOOD             CGS
 HE0756
 HE0756                          STATION DESCRIPTION
 HE0756
 HE0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0756'THE STATION IS ABOUT 7-1/2 MILES NORTH OF BARTLETT, 5 MILES
 HE0756'WEST OF OSWEGO AND 5 MILES SOUTH-SOUTHEAST OF ALTAMONT, ON
 HE0756'PROPERTY OWNED BY MR. FRANK CLINE.
 HE0756'
 HE0756'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 HE0756'AND STATE HIGHWAY 96 ABOUT 1-1/2 MILES EAST OF ALTAMONT, GO
 HE0756'EAST ON THE HIGHWAYS FOR 3.1 MILES TO A GRAVELED CROSSROAD.
 HE0756'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 2.0 MILES TO A
 HE0756'CROSSROAD.  TURN LEFT AND GO EAST FOR 0.15 MILE TO THE AZIMUTH
 HE0756'MARK ON THE LEFT.  CONTINUE EAST FOR 0.3 MILE TO THE STATION
 HE0756'ON THE RIGHT.
 HE0756'
 HE0756'STATION MARK IS A STANDARD DISK, STAMPED FAIRVIEW 1964, SET
 HE0756'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 12 INCHES
 HE0756'BELOW THE GROUND SURFACE.  IT IS 135 FEET SOUTH OF THE CENTERLINE
 HE0756'OF A GRAVELED ROAD, 102 FEET SOUTH-SOUTHWEST OF A TRANSFORMER
 HE0756'POLE, 45 FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND 34.5
 HE0756'FEET WEST OF A NORTH-SOUTH FENCE LINE.
 HE0756'
 HE0756'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAIRVIEW NO 1 1964,
 HE0756'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0756'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET SOUTH OF
 HE0756'THE CENTERLINE OF THE GRAVELED ROAD, 21 FEET WEST OF THE
 HE0756'CENTERLINE OF THE DRIVEWAY, 10 FEET WEST OF A FENCE CORNER
 HE0756'POST, 8.2 FEET NORTHWEST OF THE TRANSFORMER POLE AND ABOUT
 HE0756'THE SAME ELEVATION AS THE STATION.
 HE0756'
 HE0756'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAIRVIEW NO 2
 HE0756'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 HE0756'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 27.3 FEET
 HE0756'SOUTHWEST OF THE CENTER OF THE BASE OF A WATER PUMP, 3.8
 HE0756'FEET NORTH OF A SMALL WOODEN BUILDING AND 2.3 FEET WEST OF A
 HE0756'POWER LINE POLE, AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE0756'
 HE0756'AZIMUTH MARK IS A STANDARD DISK, STAMPED FAIRVIEW 1964,
 HE0756'CEMENTED IN A DRILL HOLE IN THE WEST END OF THE NORTH ABUTMENT
 HE0756'OF A CONCRETE CULVERT.  IT IS 30 FEET SOUTHEAST OF A TELEPHONE
 HE0756'LINE POLE, 20 FEET SOUTH OF AN EAST-WEST FENCE AND 11 FEET NORTH
 HE0756'OF THE CENTERLINE OF A GRAVELED ROAD.
 HE0756'
 HE0756'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HE0756
 HE0756                          STATION RECOVERY (1966)
 HE0756
 HE0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0756'STATION RECOVERED AS DESCRIBED IN 1965 BY J.C. CHILDS.  ALL
 HE0756'MARKS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1120 ***********************************************************************
 KF1120  DESIGNATION -  FAIRVIEW
 KF1120  PID         -  KF1120
 KF1120  STATE/COUNTY-  KS/RILEY
 KF1120  USGS QUAD   -  RILEY (1978)
 KF1120
 KF1120                         *CURRENT SURVEY CONTROL
 KF1120  ___________________________________________________________________
 KF1120* NAD 83(1997)-  39 20 07.19063(N)    096 49 50.88972(W)     ADJUSTED  
 KF1120* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 KF1120  ___________________________________________________________________
 KF1120  LAPLACE CORR-          -9.43  (seconds)                    DEFLEC99
 KF1120  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 KF1120
 KF1120  HORZ ORDER  -  THIRD
 KF1120
 KF1120.The horizontal coordinates were established by classical geodetic methods
 KF1120.and adjusted by the National Geodetic Survey in October 1998..
 KF1120
 KF1120.The orthometric height was scaled from a topographic map.
 KF1120
 KF1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1120
 KF1120.The geoid height was determined by GEOID03.
 KF1120
 KF1120;                    North         East     Units Scale Factor Converg.
 KF1120;SPC KS N     -   111,884.307   500,796.506   MT  0.99995794   +0 44 23.2
 KF1120;UTM  14      - 4,356,233.483   686,953.639   MT  1.00003036   +1 22 31.3
 KF1120
 KF1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1120!SPC KS N     -   0.99993942  x   0.99995794  =   0.99989736
 KF1120!UTM  14      -   0.99993942  x   1.00003036  =   0.99996978
 KF1120
 KF1120|---------------------------------------------------------------------|
 KF1120| PID    Reference Object                     Distance      Geod. Az  |
 KF1120|                                                           dddmmss.s |
 KF1120| KF1117 FAIRVIEW PRESBYTERIAN CHURCH         41.963 METERS 08227     |
 KF1120| CL6506 FAIRVIEW RM 1                        23.088 METERS 08452     |
 KF1120| KF1119 RILEY MUNICIPAL TANK                APPROX. 4.2 KM 1723750.2 |
 KF1120| KF1121 RILEY PRESBYTERIAN CH SPIRE         APPROX. 4.1 KM 1724816.0 |
 KF1120| AI0986 FAIRVIEW AZ MK                                     1773944.8 |
 KF1120| KF1122 LEONARDVILLE MUNICIPAL TANK         APPROX. 4.2 KM 3244511.9 |
 KF1120| CL6507 FAIRVIEW RM 2                        24.101 METERS 35427     |
 KF1120|---------------------------------------------------------------------|
 KF1120
 KF1120                          SUPERSEDED SURVEY CONTROL
 KF1120
 KF1120  NAD 83(1997)-  39 20 07.19715(N)    096 49 50.88830(W) AD(       ) 3
 KF1120  NAD 83(1986)-  39 20 07.19741(N)    096 49 50.88771(W) AD(       ) 3
 KF1120  NAD 27      -  39 20 07.21400(N)    096 49 49.84900(W) AD(       ) 3
 KF1120
 KF1120.Superseded values are not recommended for survey control.
 KF1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1120.See file dsdata.txt to determine how the superseded data were derived.
 KF1120
 KF1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8695456233(NAD 83)
 KF1120_MARKER: DS = TRIANGULATION STATION DISK
 KF1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1120_STAMPING: FAIRVIEW 1947
 KF1120_MARK LOGO: CGS   
 KF1120_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KF1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF1120+STABILITY: SURFACE MOTION
 KF1120
 KF1120  HISTORY     - Date     Condition        Report By
 KF1120  HISTORY     - 1947     MONUMENTED       CGS
 KF1120  HISTORY     - 1961     GOOD             CGS
 KF1120  HISTORY     - 1965     GOOD             CGS
 KF1120  HISTORY     - 19810615 GOOD             NGS
 KF1120  HISTORY     - 20050204 MARK NOT FOUND   GEOCAC
 KF1120
 KF1120                          STATION DESCRIPTION
 KF1120
 KF1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1120'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF RILEY AND 2.5
 KF1120'MILES SOUTHEAST OF LEONARDVILLE ON THE RIGHT-OF-WAY OF U.S.
 KF1120'HIGHWAY 77 AND 24.  IT IS 39 FEET WEST OF THE CENTER OF THE
 KF1120'HIGHWAY, 59 FEET NORTH OF A SIDE ROAD WEST, 25 FEET
 KF1120'NORTH-NORTHEAST OF A FENCE CORNER, 9.5 FEET EAST OF A NORTH-SOUTH
 KF1120'FENCE LINE AND 10 FEET NORTHEAST OF A 4-INCH SQUARE WOODEN
 KF1120'WITNESS POST THAT PROJECTS 2.5 FEET.  IT IS STAMPED FAIRVIEW
 KF1120'1947 AND IS FLUSH WITH THE GROUND.
 KF1120'
 KF1120'REFERENCE MARK NO. 1 IS 34 FEET EAST OF THE CENTER OF THE HIGHWAY,
 KF1120'65 FEET NORTH OF A SIDE ROAD AND 17 FEET WEST OF THE IRON FENCE ON
 KF1120'THE WEST SIDE OF THE FAIRVIEW PRESBYTERIAN CHURCH YARD.  IT IS
 KF1120'STAMPED FAIRVIEW NO 1 1947 AND PROJECTS 4 INCHES.
 KF1120'
 KF1120'REFERENCE MARK NO. 2 IS 49.5 FEET WEST OF THE CENTER OF THE
 KF1120'HIGHWAY, 138 FEET NORTH OF A SIDE ROAD WEST AND 1 FOOT EAST OF A
 KF1120'NORTH-SOUTH FENCE LINE.  IT IS STAMPED FAIRVIEW NO 2 1947 AND
 KF1120'PROJECTS 4 INCHES.
 KF1120'
 KF1120'AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 77 AND 24,
 KF1120'49 FEET EAST OF THE CENTER OF THE HIGHWAY, 1 FOOT WEST OF A
 KF1120'NORTH-SOUTH FENCE LINE AND 3 FEET NORTH OF A 4-INCH SQUARE WHITE
 KF1120'WOODEN WITNESS POST THAT PROJECTS 2.5 FEET.  IT IS STAMPED
 KF1120'FAIRVIEW 1947 AND PROJECTS 4 INCHES.
 KF1120'
 KF1120'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 24 IN RILEY, GO
 KF1120'NORTH ON U.S. HIGHWAY 77 AND 24 FOR 2.1 MILES TO THE AZIMUTH MARK
 KF1120'ON THE RIGHT.  CONTINUE NORTH FOR 0.4 MILE TO THE FAIRVIEW
 KF1120'PRESBYTERIAN CHURCH ON THE RIGHT AND THE STATION ON THE LEFT AS
 KF1120'DESCRIBED.
 KF1120'
 KF1120'A 74 FOOT SIGNAL AT RILEY IS VISIBLE AT 37 FEET.
 KF1120'
 KF1120'A 74 FOOT SIGNAL AT BALA IS VISIBLE AT 37 FEET.
 KF1120'
 KF1120'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1120
 KF1120                          STATION RECOVERY (1961)
 KF1120
 KF1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KF1120'THIS STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 KF1120'ADDITIONAL REFERENCES TO THE STATION FOLLOW.  STATION IS LOCATED
 KF1120'ABOUT 100 YARDS NORTHEAST OF THE NEW RILEY COUNTY CONSOLIDATED
 KF1120'SCHOOL, 180 FEET SOUTHWEST OF THE NORTHWEST CORNER OF FAIRVIEW
 KF1120'CHURCHYARD, 94 FEET WEST OF THE SOUTHWEST CORNER OF CHURCHYARD
 KF1120'FENCE, 26 FEET NORTH-NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST
 KF1120'FOR U.S. HIGHWAY 24, AND 9 FEET EAST OF A NEW STEEL WITNESS
 KF1120'POST, AND FLUSH WITH THE GROUND.
 KF1120
 KF1120                          STATION RECOVERY (1965)
 KF1120
 KF1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1120'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF1120'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE 1961 RECOVERY NOTE
 KF1120'IS ADEQUATE FOR THE DESCRIBED LOCATION.
 KF1120'
 KF1120'THE AZIMUTH MARK IS 80 FEET SOUTH OF A POWER LINE POLE, 50 FEET EAST
 KF1120'OF CENTER LINE OF HIGHWAY 24 AND 1 FOOT SOUTH OF A METAL WITNESS
 KF1120'POST, THE MONUMENT PROJECTS 3-INCHES ABOVE THE GROUND.
 KF1120
 KF1120                          STATION RECOVERY (1981)
 KF1120
 KF1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KF1120'THE SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 KF1120'CONDITION.  REFERENCE MARK 1 WAS RECOVERED IN APPARENT GOOD CONDITION,
 KF1120'HOWEVER THE DIRECTION TO THIS MARK WAS 6 MINUTES, 31 SECONDS SMALLER
 KF1120'THAN 1947 DATA AND THE DISTANCE WAS 0.029 METER (0.095 FT) SHORTER.
 KF1120'REFERENCE MARK 2 HAS BEEN DESTROYED.  REFERENCE MARK 3 WAS
 KF1120'ESTABLISHED.  THE DIRECTION TO THE LEONARDVILLE MUNICIPAL TANK WAS 0.1
 KF1120'SECOND LARGER THAN AN INVERSED DIRECTION AND THE DIRECTION TO THE
 KF1120'AZIMUTH MARK WAS 2.1 SECONDS SMALLER THAN 1947 DATA.  DUE TO CHANGES A
 KF1120'NEW DESCRIPTION FOLLOWS.  THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST
 KF1120'OF LEONARDVILLE, 2-1/2 MILES NORTH OF RILEY, 100 YARDS NORTHEAST OF
 KF1120'THE RILEY COUNTY HIGH SCHOOL, ACROSS THE ROAD FROM THE FAIRVIEW
 KF1120'PRESBYTERIAN CHURCH AND ON THE WEST RIGHT-OF-WAY OF U.S HIGHWAY 24.
 KF1120'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 24 AND 27, AT
 KF1120'RILEY, GO NORTH ON U.S HIGHWAY 24, WEST BOUND, FOR 1.8 MILES (2.9 KM)
 KF1120'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR
 KF1120'0.4 MILE (0.6 KM) TO THE JUNCTION WITH RILEY COUNTY ROAD 392, THE
 KF1120'RILEY COUNTY HIGH SCHOOL IN THE SOUTHWEST ANGLE, A CEMETARY IN THE
 KF1120'SOUTHEAST ANGLE, THE FAIRVIEW PRESBYTERIAN CHURCH IN THE NORTHEAST
 KF1120'ANGLE AND THE STATION IN THE NORTHWEST ANGLE.  THE SURFACE MARK IS A
 KF1120'STANDARD DISK, STAMPED---FAIRVIEW 1947---, SET IN THE TOP OF A SQUARE
 KF1120'CONCRETE POST THAT IS FLUSH.  IT IS 73 FT (22.3 M) NORTHWEST OF THE
 KF1120'CENTER OF THE INTERSECTION, 72.4 FT (22.1 M) NORTHEAST OF THE CENTER
 KF1120'OF THE NORTH END OF A CONCRETE CULVERT UNDER COUNTY ROAD 392, 59 FT
 KF1120'(18.0 M) NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 41 FT (12.5 M)
 KF1120'WEST OF THE CENTERLINE OF THE HIGHWAY, 7.3 FT (2.2 M) EAST OF A
 KF1120'WITNESS POST AND 1.6 FT (0.5 M) NORTH OF A WITNESS POST.  THE
 KF1120'UNDERGROUND MARK WAS NOT INSPECTED.  REBAR WAS DRIVEN ALONGSIDE THE
 KF1120'SURFACE MARK.  REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---FAIRVIEW
 KF1120'NO 1 1947---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.
 KF1120'IT IS 62 FT (18.9 M) NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 35 FT
 KF1120'(10.7 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 30.3 FT (9.2 M)
 KF1120'NORTHWEST OF A JUNCTION POWERLINE POLE WITH A TRANSFORMER AND 17.5 FT
 KF1120'(5.3 M) WEST OF A FENCE AROUND THE CHURCH YARD.  REBAR WAS DRIVEN BY
 KF1120'THE MARK. REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---FAIRVIEW
 KF1120'1947---, CEMENTED IN A DRILL HOLE IN THE SOUTH HEADWALL OF THE CULVERT
 KF1120'UNDER THE COUNTY ROAD.  IT IS 99 FT (30.2 M) WEST OF THE CENTERLINE OF
 KF1120'THE HIGHWAY, 15.5 FT (4.7 M) SOUTH OF THE CENTERLINE OF THE COUNTY
 KF1120'ROAD AND ABOUT 1 FOOT (0.3 M) ABOVE THE ROAD SURFACE.  THE AZIMUTH
 KF1120'MARK IS A STANDARD DISK, STAMPED---FAIRVIEW 1947---, SET IN THE TOP OF
 KF1120'A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 49 FT (14.9 M)
 KF1120'EAST OF THE CENTERLINE OF THE HIGHWAY, 47.2 FT (14.4 M) NORTH OF A
 KF1120'POWERLINE POLE, 2.5 FT (0.8 M) WEST OF A FENCE AND 1.4 FT (0.4 M)
 KF1120'SOUTH OF A WITNESS POST.  REBAR WAS DRIVEN ALONGSIDE THE MARK.
 KF1120
 KF1120                          STATION RECOVERY (2005)
 KF1120
 KF1120'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF1120'SURFACE STATION MARK NOT FOUND, RM1 RECOVERED AS DESCRIBED, RM3
 KF1120'PRESUMED DESTROYED DUE TO CULVERT REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1117 ***********************************************************************
 KF1117  DESIGNATION -  FAIRVIEW PRESBYTERIAN CHURCH
 KF1117  PID         -  KF1117
 KF1117  STATE/COUNTY-  KS/RILEY
 KF1117  USGS QUAD   -  RILEY (1978)
 KF1117
 KF1117                         *CURRENT SURVEY CONTROL
 KF1117  ___________________________________________________________________
 KF1117* NAD 83(1997)-  39 20 07.36935(N)    096 49 49.15273(W)     ADJUSTED  
 KF1117* NAVD 88     -                                                        
 KF1117  ___________________________________________________________________
 KF1117  LAPLACE CORR-          -9.42  (seconds)                    DEFLEC99
 KF1117  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 KF1117
 KF1117  HORZ ORDER  -  THIRD
 KF1117
 KF1117.The horizontal coordinates were established by classical geodetic methods
 KF1117.and adjusted by the National Geodetic Survey in October 1998..
 KF1117
 KF1117
 KF1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1117
 KF1117.The geoid height was determined by GEOID03.
 KF1117
 KF1117;                    North         East     Units Scale Factor Converg.
 KF1117;SPC KS N     -   111,890.355   500,838.028   MT  0.99995794   +0 44 24.3
 KF1117;UTM  14      - 4,356,239.992   686,995.095   MT  1.00003055   +1 22 32.4
 KF1117
 KF1117                          SUPERSEDED SURVEY CONTROL
 KF1117
 KF1117  NAD 83(1997)-  39 20 07.37586(N)    096 49 49.15125(W) AD(       ) 4
 KF1117  NAD 83(1986)-  39 20 07.37516(N)    096 49 49.14983(W) AD(       ) 4
 KF1117  NAD 27      -  39 20 07.39200(N)    096 49 48.11500(W) AD(       ) 3
 KF1117
 KF1117.Superseded values are not recommended for survey control.
 KF1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1117.See file dsdata.txt to determine how the superseded data were derived.
 KF1117
 KF1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8699556240(NAD 83)
 KF1117_MARKER: 90 = CHURCH SPIRE
 KF1117
 KF1117  HISTORY     - Date     Condition        Report By
 KF1117  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1117  HISTORY     - 1965     GOOD             CGS
 KF1117  HISTORY     - 20050204 GOOD             GEOCAC
 KF1117
 KF1117                          STATION DESCRIPTION
 KF1117
 KF1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1117'LOCATED ABOUT 2-1/2 MILES NORTH OF RILEY, 100 FEET EAST OF THE
 KF1117'CENTER OF U.S. HIGHWAY NO. 77 AND 75 FEET NORTH OF THE CENTER OF
 KF1117'A DIRT ROAD.
 KF1117'
 KF1117'THE SPIRE IS HEXAGONAL AND IS ON THE ROOF OF A SQUARE BELFRY.
 KF1117'IT HAS A TIN SHINGLE ROOF AND IS APPROXIMATELY 75 FEET IN
 KF1117'HEIGHT.
 KF1117'
 KF1117'POINT OBSERVED WAS A GALVANIZED TIN FINIAL AT THE APEX OF THE
 KF1117'SPIRE.
 KF1117
 KF1117                          STATION RECOVERY (1965)
 KF1117
 KF1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1117'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 KF1117
 KF1117                          STATION RECOVERY (2005)
 KF1117
 KF1117'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0814 ***********************************************************************
 KH0814  DESIGNATION -  FALCONER
 KH0814  PID         -  KH0814
 KH0814  STATE/COUNTY-  KS/RAWLINS
 KH0814  USGS QUAD   -  ACHILLES SE (1978)
 KH0814
 KH0814                         *CURRENT SURVEY CONTROL
 KH0814  ___________________________________________________________________
 KH0814* NAD 83(1997)-  39 36 00.66290(N)    100 47 34.33331(W)     ADJUSTED  
 KH0814* NAVD 88     -       905.     (meters)    2969.     (feet)  SCALED    
 KH0814  ___________________________________________________________________
 KH0814  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KH0814  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KH0814
 KH0814  HORZ ORDER  -  THIRD
 KH0814
 KH0814.The horizontal coordinates were established by classical geodetic methods
 KH0814.and adjusted by the National Geodetic Survey in October 1998..
 KH0814
 KH0814.The orthometric height was scaled from a topographic map.
 KH0814
 KH0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0814
 KH0814.The geoid height was determined by GEOID03.
 KH0814
 KH0814;                    North         East     Units Scale Factor Converg.
 KH0814;SPC KS N     -   144,336.487   160,164.837   MT  0.99997541   -1 46 01.5
 KH0814;UTM  14      - 4,384,918.549   346,067.548   MT  0.99989173   -1 08 35.0
 KH0814
 KH0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0814!SPC KS N     -   0.99986183  x   0.99997541  =   0.99983724
 KH0814!UTM  14      -   0.99986183  x   0.99989173  =   0.99975357
 KH0814
 KH0814:                Primary Azimuth Mark                     Grid Az
 KH0814:SPC KS N     -  REXFORD MUNICIPAL TANK                   165 42 30.1
 KH0814:UTM  14      -  REXFORD MUNICIPAL TANK                   165 05 03.6
 KH0814
 KH0814|---------------------------------------------------------------------|
 KH0814| PID    Reference Object                     Distance      Geod. Az  |
 KH0814|                                                           dddmmss.s |
 KH0814| KH0777 REXFORD MUNICIPAL TANK              APPROX.15.0 KM 1635628.6 |
 KH0814| CN9291 FALCONER RM 1                        16.920 METERS 17827     |
 KH0814| CN9292 FALCONER RM 2                        22.262 METERS 26758     |
 KH0814| CN9290 FALCONER AZ MK                                     3564239.2 |
 KH0814|---------------------------------------------------------------------|
 KH0814
 KH0814                          SUPERSEDED SURVEY CONTROL
 KH0814
 KH0814  NAD 83(1997)-  39 36 00.66466(N)    100 47 34.33546(W) AD(       ) 3
 KH0814  NAD 83(1986)-  39 36 00.66643(N)    100 47 34.33603(W) AD(       ) 3
 KH0814  NAD 27      -  39 36 00.64400(N)    100 47 32.80600(W) AD(       ) 3
 KH0814
 KH0814.Superseded values are not recommended for survey control.
 KH0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0814.See file dsdata.txt to determine how the superseded data were derived.
 KH0814
 KH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4606884919(NAD 83)
 KH0814_MARKER: DS = TRIANGULATION STATION DISK
 KH0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0814
 KH0814  HISTORY     - Date     Condition        Report By
 KH0814  HISTORY     - 1950     MONUMENTED       CGS
 KH0814
 KH0814                          STATION DESCRIPTION
 KH0814
 KH0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0814'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF REXFORD,
 KH0814'ABOUT 1.3 MILES NORTH OF THE RAWLINS-THOMAS COUNTY LINE, 38
 KH0814'FEET EAST OF THE CENTER OF COUNTY ROUTE 465, AND 5 FEET NORTH
 KH0814'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 KH0814'FALCONER 1950.
 KH0814'
 KH0814'REFERENCE MARK NO. 1 IS 38 FEET EAST OF THE CENTER OF COUNTY
 KH0814'ROUTE 465, IT PROJECTS 5 INCHES, AND IS STAMPED FALCONER NO
 KH0814'1 1950.
 KH0814'
 KH0814'REFERENCE MARK NO. 2 IS 35 FEET WEST OF COUNTY ROUTE 465, 1
 KH0814'FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4 INCHES
 KH0814'AND IS STAMPED FALCONER NO 2 1950.
 KH0814'
 KH0814'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0814'NO. 2 IS 91.35 FEET.
 KH0814'
 KH0814'THE AZIMUTH MARK IS 41 FEET WEST OF THE CENTER OF COUNTY
 KH0814'ROUTE 465, 3 FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH
 KH0814'OF AN EAST-WEST FENCE LINE.  IT PROJECTS 6 INCHES AND IS
 KH0814'STAMPED FALCONER 1950.
 KH0814'
 KH0814'TO REACH THE STATION FROM THE POST OFFICE IN REXFORD GO NORTH
 KH0814'ON U.S. HIGHWAYS 83 AND 383 FOR 0.05 MILE, CONTINUE NORTH
 KH0814'FOR 0.2 MILE TO THE END OF MAIN STREET, HERE TURN RIGHT AND
 KH0814'GO EAST FOR 0.2 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH
 KH0814'FOR 6.3 MILES TO A FORK, TAKE LEFT FORK AND GO WEST FOR 1.0
 KH0814'MILE.  TO WHERE THE MAIN ROAD TURNS RIGHT, TURN RIGHT AND
 KH0814'GO NORTH FOR 2 MILES, TURN LEFT AND GO WEST AND NORTH FOR
 KH0814'1.85 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 KH0814'
 KH0814'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON COUNTY
 KH0814'ROUTE 465 FOR 0.3 MILE TO THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0649 ***********************************************************************
 JF0649  DESIGNATION -  FALLS
 JF0649  PID         -  JF0649
 JF0649  STATE/COUNTY-  KS/DICKINSON
 JF0649  USGS QUAD   -  CHAPMAN (1979)
 JF0649
 JF0649                         *CURRENT SURVEY CONTROL
 JF0649  ___________________________________________________________________
 JF0649* NAD 83(1997)-  38 59 24.56012(N)    097 00 03.32038(W)     ADJUSTED  
 JF0649* NAVD 88     -       360.878  (meters)    1183.98   (feet)  ADJUSTED  
 JF0649  ___________________________________________________________________
 JF0649  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 JF0649  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 JF0649  DYNAMIC HT  -         360.626 (meters)    1183.15  (feet)  COMP
 JF0649  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 JF0649
 JF0649  HORZ ORDER  -  SECOND
 JF0649  VERT ORDER  -  SECOND    CLASS 0
 JF0649
 JF0649.The horizontal coordinates were established by classical geodetic methods
 JF0649.and adjusted by the National Geodetic Survey in October 1998..
 JF0649
 JF0649.The orthometric height was determined by differential leveling
 JF0649.and adjusted by the National Geodetic Survey in June 1991..
 JF0649
 JF0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0649
 JF0649.The geoid height was determined by GEOID03.
 JF0649
 JF0649.The dynamic height is computed by dividing the NAVD 88
 JF0649.geopotential number by the normal gravity value computed on the
 JF0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0649.degrees latitude (g = 980.6199 gals.).
 JF0649
 JF0649.The modeled gravity was interpolated from observed gravity values.
 JF0649
 JF0649;                    North         East     Units Scale Factor Converg.
 JF0649;SPC KS N     -    73,391.750   486,553.897   MT  0.99996713   +0 37 55.7
 JF0649;UTM  14      - 4,317,584.953   673,135.022   MT  0.99996912   +1 15 29.2
 JF0649
 JF0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0649!SPC KS N     -   0.99994798  x   0.99996713  =   0.99991511
 JF0649!UTM  14      -   0.99994798  x   0.99996912  =   0.99991710
 JF0649
 JF0649:                Primary Azimuth Mark                     Grid Az
 JF0649:SPC KS N     -  JUNCTION CITY TV INC N MAST              075 43 34.2
 JF0649:UTM  14      -  JUNCTION CITY TV INC N MAST              075 06 00.7
 JF0649
 JF0649|---------------------------------------------------------------------|
 JF0649| PID    Reference Object                     Distance      Geod. Az  |
 JF0649|                                                           dddmmss.s |
 JF0649| KF1107 JUNCTION CITY TV INC N MAST         APPROX.11.6 KM 0762129.9 |
 JF0649| JF0651 FALLS RM 1                            9.660 METERS 10849     |
 JF0649| JF0650 FALLS RM 2                            6.287 METERS 17136     |
 JF0649| JF1489 CHAPMAN MUN STANDPIPE               APPROX. 2.8 KM 2351323.9 |
 JF0649| JF0647 S 341                                              2691632.7 |
 JF0649|---------------------------------------------------------------------|
 JF0649
 JF0649                          SUPERSEDED SURVEY CONTROL
 JF0649
 JF0649  NAD 83(1986)-  38 59 24.56718(N)    097 00 03.31982(W) AD(       ) 2
 JF0649  NAD 27      -  38 59 24.57303(N)    097 00 02.27309(W) AD(       ) 2
 JF0649  NGVD 29 (??/??/92)  360.765  (m)         1183.61   (f) ADJ UNCH    2 0
 JF0649
 JF0649.Superseded values are not recommended for survey control.
 JF0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0649.See file dsdata.txt to determine how the superseded data were derived.
 JF0649
 JF0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ7313517585(NAD 83)
 JF0649_MARKER: DE = TRAVERSE STATION DISK
 JF0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0649_STAMPING: FALLS 1970
 JF0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0649+STABILITY: SURFACE MOTION
 JF0649
 JF0649  HISTORY     - Date     Condition        Report By
 JF0649  HISTORY     - 1970     MONUMENTED       NGS
 JF0649  HISTORY     - 1970     GOOD             NGS
 JF0649
 JF0649                          STATION DESCRIPTION
 JF0649
 JF0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF0649'THE STATION IS LOCATED ABOUT 9 MILES WEST-SOUTHWEST OF JUNCTION
 JF0649'CITY, 1.75 MILES NORTHEAST OF CHAPMAN, AT THE NORTHWEST END OF A
 JF0649'CONCRETE OVERPASS WHICH CARRIES THE NORTH-SOUTH SECTION LINE
 JF0649'ROAD OVER INTERSTATE HIGHWAY 70, IN THE SOUTHEAST QUARTER OF
 JF0649'SECTION 20, T 12 S., R 4 E., ON THE ROAD RIGHT-OF-WAY.
 JF0649'
 JF0649'TO REACH THE STATION FROM THE POST OFFICE IN CHAPMAN, GO SOUTH ON
 JF0649'NORTH MARSHALL STREET FOR 0.05 MILE TO AN INTERSECTION, TURN
 JF0649'LEFT, EAST, ON 4TH STREET FOR 1.0 MILE TO A CROSSROAD, TURN LEFT
 JF0649'AND GO NORTH ON A GRAVELED ROAD FOR 1.25 MILES TO THE STATION ON
 JF0649'THE LEFT.  TO REACH BM S 341 (AZIMUTH MARK), FROM HERE GO WEST
 JF0649'ON INTERSTATE HIGHWAY 70 FOR 1.1 MILES TO THE MARK ON THE LEFT.
 JF0649'
 JF0649'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED FALLS 1970.
 JF0649'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF0649'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 JF0649'IT IS 16 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 8.7 FEET
 JF0649'NORTH-NORTHWEST OF A METAL WITNESS POST AND 3.2 FEET WEST OF A
 JF0649'METAL GUARD RAIL.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 JF0649'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 JF0649'
 JF0649'REFERENCE MARK 1, A STANDARD DISK STAMPED FALLS NO 1 1970, IS
 JF0649'CEMENTED IN A DRILL HOLE IN THE EAST RAIL OF BRIDGE NUMBER
 JF0649'70.21 20.9 1958 WHICH CROSSES INTERSTATE HIGHWAY 70.  IT IS 27.2
 JF0649'FEET EAST OF THE WITNESS POST 14.5 FEET EAST OF THE CENTER OF THE
 JF0649'ROAD AND 1.4 FEET EAST OF THE SOUTH END OF A METAL GUARD RAIL.
 JF0649'
 JF0649'REFERENCE MARK 2, A STANDARD DISK STAMPED FALLS NO 2 1970, IS
 JF0649'CEMENTED IN A DRILL HOLE IN THE WEST RAIL OF THE BRIDGE.  IT
 JF0649'IS 13 FEET WEST OF THE CENTER OF THE ROAD, 12.1 FEET SOUTH OF THE
 JF0649'WITNESS POST AND 11 FEET SOUTH OF THE SOUTH END OF A METAL
 JF0649'GUARD RAIL.
 JF0649'
 JF0649'BENCH MARK S 341 (AZIMUTH MARK), IS A STANDARD BENCH MARK DISK
 JF0649'STAMPED S 341 1970, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 JF0649'WING-WALL OF THE WEST BOUND LANE OVERPASS BRIDGE.  IT IS 45.4 FEET
 JF0649'NORTH OF THE NORTHEAST CORNER OF THE EAST BOUND LANE OVERPASS
 JF0649'BRIDGE, 20.5 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE
 JF0649'AND 5.3 FEET WEST OF A METAL GUARD RAIL.
 JF0649'
 JF0649'RM 1 TO RM 2 IS 28.84 FEET OR 8.791 M.
 JF0649'
 JF0649'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 JF0649
 JF0649                          STATION RECOVERY (1970)
 JF0649
 JF0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0649'1.2 MI E FROM CHAPMAN.
 JF0649'ABOUT 1.25 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0649'HIGHWAY OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN, NEAR
 JF0649'THE NORTH END OF ROAD OVERPASS NUMBER 20-9 OVER THE HIGHWAY,
 JF0649'15 FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET NORTH OF
 JF0649'THE NORTH CORNER OF THE CONCRETE FOUNDATION FOR THE WEST GUARDRAIL
 JF0649'ON THE OVERPASS, 3 FEET WEST OF THE GUARDRAIL, 9.0 FEET NORTHWEST
 JF0649'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 JF0649'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.  SECTION
 JF0649'20, T 12 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1334 ***********************************************************************
 HF1334  DESIGNATION -  FALLS
 HF1334  PID         -  HF1334
 HF1334  STATE/COUNTY-  KS/SUMNER
 HF1334  USGS QUAD   -  SOUTH HAVEN (1965)
 HF1334
 HF1334                         *CURRENT SURVEY CONTROL
 HF1334  ___________________________________________________________________
 HF1334* NAD 83(1997)-  37 05 04.96638(N)    097 29 37.54374(W)     ADJUSTED  
 HF1334* NAVD 88     -       364.     (meters)    1194.     (feet)  SCALED    
 HF1334  ___________________________________________________________________
 HF1334  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HF1334  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HF1334
 HF1334  HORZ ORDER  -  SECOND
 HF1334
 HF1334.The horizontal coordinates were established by classical geodetic methods
 HF1334.and adjusted by the National Geodetic Survey in October 1998..
 HF1334
 HF1334.The orthometric height was scaled from a topographic map.
 HF1334
 HF1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1334
 HF1334.The geoid height was determined by GEOID03.
 HF1334
 HF1334;                    North         East     Units Scale Factor Converg.
 HF1334;SPC KS S     -   446,880.344   489,469.360   MT  1.00004075   +0 37 06.1
 HF1334;UTM  14      - 4,105,331.145   633,874.543   MT  0.99982078   +0 54 30.2
 HF1334
 HF1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1334!SPC KS S     -   0.99994734  x   1.00004075  =   0.99998809
 HF1334!UTM  14      -   0.99994734  x   0.99982078  =   0.99976813
 HF1334
 HF1334:                Primary Azimuth Mark                     Grid Az
 HF1334:SPC KS S     -  FALLS AZ MK                              091 07 11.7
 HF1334:UTM  14      -  FALLS AZ MK                              090 49 47.6
 HF1334
 HF1334|---------------------------------------------------------------------|
 HF1334| PID    Reference Object                     Distance      Geod. Az  |
 HF1334|                                                           dddmmss.s |
 HF1334| CL5197 FALLS AZ MK                                        0914417.8 |
 HF1334| CL5198 FALLS RM 1                           20.477 METERS 14956     |
 HF1334| CL5199 FALLS RM 2                           22.266 METERS 25536     |
 HF1334|---------------------------------------------------------------------|
 HF1334
 HF1334                          SUPERSEDED SURVEY CONTROL
 HF1334
 HF1334  NAD 83(1997)-  37 05 04.96887(N)    097 29 37.54213(W) AD(       ) 2
 HF1334  NAD 83(1986)-  37 05 04.97566(N)    097 29 37.53526(W) AD(       ) 2
 HF1334  NAD 27      -  37 05 04.88853(N)    097 29 36.36365(W) AD(       ) 2
 HF1334
 HF1334.Superseded values are not recommended for survey control.
 HF1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1334.See file dsdata.txt to determine how the superseded data were derived.
 HF1334
 HF1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3387505331(NAD 83)
 HF1334_MARKER: DS = TRIANGULATION STATION DISK
 HF1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1334
 HF1334  HISTORY     - Date     Condition        Report By
 HF1334  HISTORY     - 1957     MONUMENTED       CGS
 HF1334
 HF1334                          STATION DESCRIPTION
 HF1334
 HF1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1334'STATION IS ABOUT 3-1/2 MILES NORTH AND 1/2 MILE WEST OF
 HF1334'DRURY, IN THE SOUTHEAST 1/4 OF SECTION 14, T 34 S, R 2 W,
 HF1334'AND ON A PROMINENT HILL IN PASTURE LAND OWNED BY MR. S.E.
 HF1334'BOATRIGHT.
 HF1334'
 HF1334'TO REACH FROM DRURY, GO EAST AND NORTH ON U.S. HIGHWAY 81 FOR
 HF1334'0.9 MILE TO CROSSROADS WHERE HIGHWAY TURNS EAST.  CONTINUE
 HF1334'NORTH ON GRAVEL ROAD FOR 3.0 MILES TO CROSSROADS.  TURN LEFT
 HF1334'AND GO WEST ON DIRT ROAD FOR 0.7 MILE TO HOUSE ON RIGHT
 HF1334'AND AZIMUTH MARK ON LEFT.  CONTINUE FOR 0.4 MILE TO STATION
 HF1334'ON RIGHT.
 HF1334'
 HF1334'STATION MARKS ARE STANDARD DISKS STAMPED FALLS 1957.
 HF1334'UNDERGROUND MARK IS SET IN IRREGULAR MASS OF CONCRETE 36
 HF1334'INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET IN THE
 HF1334'TOP OF A 14 INCH ROUND, CONCRETE POST AND IS 14 INCHES BELOW
 HF1334'GROUND SURFACE.  IT IS 39 FEET NORTH OF ROAD CENTER, 23 FEET
 HF1334'NORTHEAST OF EAST GATEPOST, 20 FEET NORTH OF A TELEPHONE
 HF1334'POLE AND 19 FEET NORTH OF AN EAST-WEST FENCELINE.
 HF1334'
 HF1334'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FALLS NO 1
 HF1334'1957.  IT IS SET IN THE TOP OF A 9 INCH SQUARE, CONCRETE POST WHICH
 HF1334'PROJECTS 6 INCHES.  IT IS 18 FEET SOUTH OF ROAD CENTER,
 HF1334'11 FEET NORTHEAST OF A POWERLINE POLE AND 1 FOOT SOUTH OF
 HF1334'ROAD RIGHT-OF-WAY FENCELINE.
 HF1334'
 HF1334'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FALLS NO 2
 HF1334'1957.  IT IS SET IN THE TOP OF A 9 INCH SQUARE, CONCRETE
 HF1334'POST WHICH PROJECTS 6 INCHES.  IT IS 40 FEET WEST OF THE
 HF1334'WEST GATEPOST, 20 FEET NORTH OF ROAD CENTER AND 1 FOOT NORTH
 HF1334'OF ROAD RIGHT-OF-WAY FENCELINE.  A 4 IN X 4 IN WHITE WITNESS
 HF1334'POST WAS SET 1 FOOT WEST OF THE MARK.
 HF1334'
 HF1334'AZIMUTH MARK IS A STANDARD DISK, STAMPED FALLS 1957.  IT IS
 HF1334'SET IN THE TOP OF A 9 INCH SQUARE, CONCRETE POST WHICH
 HF1334'PROJECTS 6 INCHES.  IT IS 25 FEET SOUTH OF ROAD CENTER
 HF1334'AND 1 FOOT NORTHWEST OF A POWERLINE POLE.  A 4 IN X 4 IN
 HF1334'WHITE WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0651 ***********************************************************************
 JF0651  DESIGNATION -  FALLS RM 1
 JF0651  PID         -  JF0651
 JF0651  STATE/COUNTY-  KS/DICKINSON
 JF0651  USGS QUAD   -  CHAPMAN (1979)
 JF0651
 JF0651                         *CURRENT SURVEY CONTROL
 JF0651  ___________________________________________________________________
 JF0651* NAD 83(1986)-  38 59 24.     (N)    097 00 03.     (W)     SCALED    
 JF0651* NAVD 88     -       361.114  (meters)    1184.75   (feet)  ADJUSTED  
 JF0651  ___________________________________________________________________
 JF0651  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 JF0651  DYNAMIC HT  -         360.862 (meters)    1183.93  (feet)  COMP
 JF0651  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 JF0651
 JF0651  VERT ORDER  -  SECOND    CLASS 0
 JF0651
 JF0651.The horizontal coordinates were scaled from a topographic map and have
 JF0651.an estimated accuracy of +/- 6 seconds.
 JF0651
 JF0651.The orthometric height was determined by differential leveling
 JF0651.and adjusted by the National Geodetic Survey in June 1991..
 JF0651
 JF0651.The geoid height was determined by GEOID03.
 JF0651
 JF0651.The dynamic height is computed by dividing the NAVD 88
 JF0651.geopotential number by the normal gravity value computed on the
 JF0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0651.degrees latitude (g = 980.6199 gals.).
 JF0651
 JF0651.The modeled gravity was interpolated from observed gravity values.
 JF0651
 JF0651;                    North         East    Units  Estimated Accuracy
 JF0651;SPC KS N     -    73,380.      486,560.      MT  (+/- 180 meters Scaled)
 JF0651
 JF0651                          SUPERSEDED SURVEY CONTROL
 JF0651
 JF0651  NGVD 29 (??/??/92)  361.000  (m)         1184.38   (f) ADJ UNCH    2 0
 JF0651
 JF0651.Superseded values are not recommended for survey control.
 JF0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0651.See file dsdata.txt to determine how the superseded data were derived.
 JF0651
 JF0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ731175(NAD 83)
 JF0651_MARKER: DR = REFERENCE MARK DISK
 JF0651_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0651_SP_SET: GUARDRAIL FOUNDATION
 JF0651_STAMPING: FALLS NO 1 1970
 JF0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0651
 JF0651  HISTORY     - Date     Condition        Report By
 JF0651  HISTORY     - 1970     MONUMENTED       NGS
 JF0651
 JF0651                          STATION DESCRIPTION
 JF0651
 JF0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0651'1.2 MI E FROM CHAPMAN.
 JF0651'ABOUT 1.25 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0651'HIGHWAY OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN, SET IN
 JF0651'THE TOP OF THE NORTH END OF THE CONCRETE FOUNDATION FOR THE EAST
 JF0651'GUARDRAIL ON ROAD OVERPASS NUMBER 20-9 OVER THE HIGHWAY, 15 1/2
 JF0651'FEET EAST OF THE CENTER LINE OF THE ROAD, 6.4 FEET SOUTH OF THE
 JF0651'NORTH CORNER OF THE FOUNDATION, 31.70 FEET EAST-SOUTHEAST
 JF0651'AND ACROSS THE ROAD FROM THE STATION MARK, AND ABOUT 1 1/2 FEET
 JF0651'ABOVE THE LEVEL OF THE ROAD.  SECTION 20, T 12 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0650 ***********************************************************************
 JF0650  DESIGNATION -  FALLS RM 2
 JF0650  PID         -  JF0650
 JF0650  STATE/COUNTY-  KS/DICKINSON
 JF0650  USGS QUAD   -  CHAPMAN (1979)
 JF0650
 JF0650                         *CURRENT SURVEY CONTROL
 JF0650  ___________________________________________________________________
 JF0650* NAD 83(1986)-  38 59 24.     (N)    097 00 03.     (W)     SCALED    
 JF0650* NAVD 88     -       361.131  (meters)    1184.81   (feet)  ADJUSTED  
 JF0650  ___________________________________________________________________
 JF0650  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 JF0650  DYNAMIC HT  -         360.879 (meters)    1183.98  (feet)  COMP
 JF0650  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 JF0650
 JF0650  VERT ORDER  -  SECOND    CLASS 0
 JF0650
 JF0650.The horizontal coordinates were scaled from a topographic map and have
 JF0650.an estimated accuracy of +/- 6 seconds.
 JF0650
 JF0650.The orthometric height was determined by differential leveling
 JF0650.and adjusted by the National Geodetic Survey in June 1991..
 JF0650
 JF0650.The geoid height was determined by GEOID03.
 JF0650
 JF0650.The dynamic height is computed by dividing the NAVD 88
 JF0650.geopotential number by the normal gravity value computed on the
 JF0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0650.degrees latitude (g = 980.6199 gals.).
 JF0650
 JF0650.The modeled gravity was interpolated from observed gravity values.
 JF0650
 JF0650;                    North         East    Units  Estimated Accuracy
 JF0650;SPC KS N     -    73,380.      486,560.      MT  (+/- 180 meters Scaled)
 JF0650
 JF0650                          SUPERSEDED SURVEY CONTROL
 JF0650
 JF0650  NGVD 29 (??/??/92)  361.017  (m)         1184.44   (f) ADJ UNCH    2 0
 JF0650
 JF0650.Superseded values are not recommended for survey control.
 JF0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0650.See file dsdata.txt to determine how the superseded data were derived.
 JF0650
 JF0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ731175(NAD 83)
 JF0650_MARKER: DR = REFERENCE MARK DISK
 JF0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0650_SP_SET: GUARDRAIL FOUNDATION
 JF0650_STAMPING: FALLS NO 2 1970
 JF0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0650
 JF0650  HISTORY     - Date     Condition        Report By
 JF0650  HISTORY     - 1970     MONUMENTED       NGS
 JF0650
 JF0650                          STATION DESCRIPTION
 JF0650
 JF0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0650'1.2 MI E FROM CHAPMAN.
 JF0650'ABOUT 1.25 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0650'HIGHWAY OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN, 60 FEET
 JF0650'NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY,
 JF0650'SET IN THE TOP OF THE NORTH END OF THE CONCRETE FOUNDATION FOR
 JF0650'THE WEST GUARDRAIL ON ROAD OVERPASS NUMBER 20-9 OVER THE HIGHWAY,
 JF0650'12 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 20.70 FEET
 JF0650'SOUTH OF THE STATION MARK, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL
 JF0650'OF THE ROAD.  SECTION 20, T 12 S, R 4 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0801 ***********************************************************************
 JG0801  DESIGNATION -  FARHMAN
 JG0801  PID         -  JG0801
 JG0801  STATE/COUNTY-  KS/BARTON
 JG0801  USGS QUAD   -  CLAFLIN (1969)
 JG0801
 JG0801                         *CURRENT SURVEY CONTROL
 JG0801  ___________________________________________________________________
 JG0801* NAD 83(1997)-  38 36 32.73397(N)    098 31 14.62558(W)     ADJUSTED  
 JG0801* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 JG0801  ___________________________________________________________________
 JG0801  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 JG0801  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 JG0801
 JG0801  HORZ ORDER  -  SECOND
 JG0801
 JG0801.The horizontal coordinates were established by classical geodetic methods
 JG0801.and adjusted by the National Geodetic Survey in October 1998..
 JG0801
 JG0801.The orthometric height was scaled from a topographic map.
 JG0801
 JG0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0801
 JG0801.The geoid height was determined by GEOID03.
 JG0801
 JG0801;                    North         East     Units Scale Factor Converg.
 JG0801;SPC KS S     -   615,588.402   398,194.438   MT  1.00000867   -0 00 45.9
 JG0801;SPC KS N     -    30,742.719   354,643.321   MT  1.00001910   -0 19 46.1
 JG0801;UTM  14      - 4,273,507.550   541,728.382   MT  0.99962144   +0 17 56.7
 JG0801
 JG0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0801!SPC KS S     -   0.99991104  x   1.00000867  =   0.99991971
 JG0801!SPC KS N     -   0.99991104  x   1.00001910  =   0.99993014
 JG0801!UTM  14      -   0.99991104  x   0.99962144  =   0.99953252
 JG0801
 JG0801|---------------------------------------------------------------------|
 JG0801| PID    Reference Object                     Distance      Geod. Az  |
 JG0801|                                                           dddmmss.s |
 JG0801| CK8675 FARHMAN RM 3                         22.202 METERS 09141     |
 JG0801| CK8673 FARHMAN RM 1                         22.336 METERS 10049     |
 JG0801| JG0802 CLAFLIN MUNICIPAL TANK              APPROX. 9.2 KM 1864434.5 |
 JG0801| JG0800 ODIN CATHOLIC CHURCH SPIRE          APPROX. 9.2 KM 2364852.4 |
 JG0801| CK8674 FARHMAN RM 2                         21.986 METERS 25833     |
 JG0801| CK8676 FARHMAN RM 4                         21.485 METERS 26804     |
 JG0801| CK8672 FARHMAN AZ MK                                      2723822.3 |
 JG0801|---------------------------------------------------------------------|
 JG0801
 JG0801                          SUPERSEDED SURVEY CONTROL
 JG0801
 JG0801  NAD 83(1986)-  38 36 32.74160(N)    098 31 14.62565(W) AD(       ) 2
 JG0801  NAD 27      -  38 36 32.70300(N)    098 31 13.36800(W) AD(       ) 2
 JG0801
 JG0801.Superseded values are not recommended for survey control.
 JG0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0801.See file dsdata.txt to determine how the superseded data were derived.
 JG0801
 JG0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH4172873508(NAD 83)
 JG0801_MARKER: DS = TRIANGULATION STATION DISK
 JG0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0801
 JG0801  HISTORY     - Date     Condition        Report By
 JG0801  HISTORY     - 1952     MONUMENTED       CGS
 JG0801  HISTORY     - 1962     GOOD             CGS
 JG0801
 JG0801                          STATION DESCRIPTION
 JG0801
 JG0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0801'THE STATION IS AT THE SOUTH SIDE OF SEC. 34, T 16 S, R 11 W,
 JG0801'ABOUT 6 MILES NORTH OF CLAFLIN, 2-1/2 MILES WEST OF THE
 JG0801'BARTON-ELLSWORTH COUNTY LINE, 39 FEET NORTH OF THE CENTER OF A
 JG0801'GRAVELED ROAD, 20 FEET NORTHWEST OF A 4 X 4 INCH WHITE WITNESS
 JG0801'POST AND 16 FEET NORTH OF A FENCE.
 JG0801'
 JG0801'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CLAFLIN, GO
 JG0801'WEST 1 BLOCK, TURN RIGHT AND GO NORTH ON A PAVED ROAD 5.8 MILES
 JG0801'TO A CROSSROADS, TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 JG0801'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST
 JG0801'0.25 MILE TO THE STATION ON THE LEFT.
 JG0801'
 JG0801'THE STATION MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND
 JG0801'AND THE DISK IS STAMPED FARHMAN 1952.
 JG0801'
 JG0801'REFERENCE MARK 1 IS 23 FEET NORTH OF THE CENTER OF THE ROAD
 JG0801'AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 8 INCHES AND
 JG0801'THE DISK IS STAMPED FARHMAN NO 1 1952.
 JG0801'
 JG0801'REFERENCE MARK 2 IS 22 FEET NORTH OF THE CENTER OF THE ROAD
 JG0801'AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS 8 INCHES AND
 JG0801'THE DISK IS STAMPED FARHMAN NO 2 1952.
 JG0801'
 JG0801'THE AZIMUTH MARK IS 111 FEET NORTH OF THE CENTER OF THE ROAD,
 JG0801'25 FEET NORTH OF A GAS METER, 3 FEET NORTH OF A 4 X 4 INCH WHITE
 JG0801'WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 6
 JG0801'INCHES AND THE DISK IS STAMPED FARHMAN 1952.
 JG0801'
 JG0801'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JG0801
 JG0801                          STATION RECOVERY (1962)
 JG0801
 JG0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (LFS)
 JG0801'THIS STATION WAS RECOVERED AS DESCRIBED AND THE STATION AND
 JG0801'AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.  BOTH REFERENCE MARKS
 JG0801'HAD BEEN DISPLACED BY ROAD CONSTRUCTION.  REFERENCE MARKS NO. 3
 JG0801'AND NO. 4 WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 JG0801'
 JG0801'STATION IS LOCATED ABOUT 6 MILES NORTH OF CLAFLIN AND 2 AND 1/2
 JG0801'MILES WEST OF THE BARTON-ELLSWORTH COUNTY LINE IN SEC. 34,
 JG0801'T 16 S, R 11 W, 33 FEET NORTH OF THE CENTER OF A GRADED ROAD, 4
 JG0801'FEET WEST-NORTHWEST OF A STONE FENCE POST, AND 2 FEET NORTH
 JG0801'OF A FENCE AND A NEW STEEL WITNESS POST.  THE MARK IS 12 INCHES
 JG0801'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED FARHMAN
 JG0801'1952.
 JG0801'
 JG0801'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CLAFLIN, GO WEST
 JG0801'1 BLOCK.  TURN RIGHT AND GO NORTH ON HARD-SURFACED ROAD FOR
 JG0801'5.8 MILES TO A CROSSROADS.  TURN RIGHT AND GO EAST FOR 0.5 MILE
 JG0801'TO A FENCELINE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JG0801'CONTINUE EAST ON GRADED ROAD FOR 0.3 MILE TO THE STATION ON THE
 JG0801'LEFT AS DESCRIBED.
 JG0801'
 JG0801'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 30 FEET NORTH OF THE
 JG0801'CENTER OF GRADED ROAD, AND 1 FOOT SOUTH OF FENCE.  THE MARK
 JG0801'PROJECTS 6 INCHES AND THE DISK IS STAMPED FARHMAN NO 3 1952.
 JG0801'
 JG0801'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 30 FEET NORTH OF THE
 JG0801'CENTER OF GRADED ROAD, AND 1 FOOT SOUTH OF FENCE.  THE MARK
 JG0801'PROJECTS 8 INCHES AND THE DISK IS STAMPED FARHMAN NO 4 1952.
 JG0801'
 JG0801'AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION, 111 FEET NORTH OF
 JG0801'THE CENTER OF GRADED ROAD, 25 FEET NORTH OF A GAS METER, 3
 JG0801'FEET NORTH OF A WHITE WITNESS POST, AND 1 FOOT WEST OF A FENCE.
 JG0801'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FARHMAN 1952.
 JG0801'
 JG0801'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRADED
 JG0801'ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JG0801'
 JG0801'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1928 ***********************************************************************
 JE1928  DESIGNATION -  FARLIN RESET
 JE1928  PID         -  JE1928
 JE1928  STATE/COUNTY-  KS/LINN
 JE1928  USGS QUAD   -  MOUND CITY (1978)
 JE1928
 JE1928                         *CURRENT SURVEY CONTROL
 JE1928  ___________________________________________________________________
 JE1928* NAD 83(1997)-  38 11 30.49815(N)    094 50 31.89453(W)     ADJUSTED  
 JE1928* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 JE1928  ___________________________________________________________________
 JE1928  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 JE1928  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JE1928
 JE1928  HORZ ORDER  -  THIRD
 JE1928
 JE1928.The horizontal coordinates were established by classical geodetic methods
 JE1928.and adjusted by the National Geodetic Survey in October 1998..
 JE1928
 JE1928.The orthometric height was scaled from a topographic map.
 JE1928
 JE1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1928
 JE1928.The geoid height was determined by GEOID03.
 JE1928
 JE1928;                    North         East     Units Scale Factor Converg.
 JE1928;SPC KS S     -   575,553.310   720,336.551   MT  0.99994733   +2 14 52.2
 JE1928;UTM  15      - 4,228,700.381   338,675.940   MT  0.99992053   -1 08 21.4
 JE1928
 JE1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1928!SPC KS S     -   0.99995523  x   0.99994733  =   0.99990257
 JE1928!UTM  15      -   0.99995523  x   0.99992053  =   0.99987577
 JE1928
 JE1928|---------------------------------------------------------------------|
 JE1928| PID    Reference Object                     Distance      Geod. Az  |
 JE1928|                                                           dddmmss.s |
 JE1928| CN6849 FARLIN RM 1                          36.652 METERS 04251     |
 JE1928| CN6851 FARLIN RM 3                          35.448 METERS 04622     |
 JE1928| CN6850 FARLIN RM 2                          47.259 METERS 14530     |
 JE1928| CN6852 FARLIN RM 4                          45.997 METERS 14609     |
 JE1928| CN6848 FARLIN AZ MK                                       1775505.9 |
 JE1928|---------------------------------------------------------------------|
 JE1928
 JE1928                          SUPERSEDED SURVEY CONTROL
 JE1928
 JE1928  NAD 83(1997)-  38 11 30.50522(N)    094 50 31.89189(W) AD(       ) 3
 JE1928  NAD 83(1986)-  38 11 30.50533(N)    094 50 31.89194(W) AD(       ) 3
 JE1928  NAD 27      -  38 11 30.41100(N)    094 50 31.01700(W) AD(       ) 3
 JE1928
 JE1928.Superseded values are not recommended for survey control.
 JE1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1928.See file dsdata.txt to determine how the superseded data were derived.
 JE1928
 JE1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3867628700(NAD 83)
 JE1928_MARKER: DS = TRIANGULATION STATION DISK
 JE1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1928
 JE1928  HISTORY     - Date     Condition        Report By
 JE1928  HISTORY     - 1948     MONUMENTED       CGS
 JE1928  HISTORY     - 1970     MARK NOT FOUND   NGS
 JE1928
 JE1928                          STATION DESCRIPTION
 JE1928
 JE1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1928'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH-NORTHWEST OF MOUND
 JE1928'CITY, ON THE RIGHT-OF-WAY AND 49 FEET WEST OF THE CENTER OF
 JE1928'STATE HIGHWAY 7.  IT IS 150 FEET NORTH OF THE CENTER OF A
 JE1928'SIDE ROAD LEADING WEST AND 5 FEET EAST OF A WITNESS POST.
 JE1928'IT IS STAMPED FARLIN 1948 AND PROJECTS 4 INCHES.
 JE1928'
 JE1928'REFERENCE MARK NO. 1 IS 41 FEET EAST OF THE CENTER OF STATE
 JE1928'HIGHWAY 7 AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 JE1928'STAMPED FARLIN NO. 1 1948 AND PROJECTS 5 INCHES.
 JE1928'
 JE1928'REFERENCE MARK NO. 2 IS 40 FEET EAST OF THE CENTER OF STATE
 JE1928'HIGHWAY 7, 1.5 FEET NORTH OF THE NORTH END OF A WIRE GATE AND
 JE1928'0.5 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 JE1928'FARLIN NO. 2 1948 AND PROJECTS 6 INCHES.
 JE1928'
 JE1928'THE AZIMUTH MARK IS 35 FEET EAST OF THE CENTER OF STATE
 JE1928'HIGHWAY 7 AND 1.5 FEET SOUTHWEST OF A WITNESS POST.  IT IS STAMPED
 JE1928'FARLIN 1948 AND PROJECTS 10 INCHES.
 JE1928'
 JE1928'TO REACH THE STATION FROM THE POST OFFICE IN MOUND CITY, GO
 JE1928'WEST ON STATE HIGHWAYS 7 AND 52 FOR 0.35 MILE TO THEIR JUNCTION
 JE1928'TURN RIGHT AND FOLLOW STATE HIGHWAY 7 NORTHERLY FOR 3.6 MILES TO
 JE1928'THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.45 MILE TO
 JE1928'THE STATION ON THE LEFT AS DESCRIBED.
 JE1928'
 JE1928'A 74 FOOT SIGNAL AT DAVIS IS VISIBLE AT 40 FEET.
 JE1928'
 JE1928'AN 82 FOOT SIGNAL AT PLEASANTON IS VISIBLE A 20 FEET.
 JE1928'
 JE1928'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1928
 JE1928                          STATION RECOVERY (1970)
 JE1928
 JE1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1928'THE STATION SURFACE MARK, REFERENCE MARK NO. 1, AND REFERENCE
 JE1928'MARK NO. 2 WERE DESTROYED BY GRADING OPERATIONS.  THE
 JE1928'UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED
 JE1928'AND FOUND IN GOOD CONDITION.  A NEW SURFACE STATION MARK WAS
 JE1928'SET VERTICALLY OVER THE UNDERGROUND MARK, REFERENCE MARK NO.3,
 JE1928'AND REFERENCE MARK NO. 4 WERE SET.
 JE1928'
 JE1928'FOLLOWING IS A NEW DESCRIPTION.
 JE1928'
 JE1928'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 7
 JE1928'AND 52 WHICH IS 0.55 MILE WEST OF THE COURTHOUSE IN MOUND CITY
 JE1928'GO NORTH ON STATE HIGHWAY 7 FOR 3.55 MILES TO THE AZIMUTH MARK
 JE1928'ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY 7 FOR 0.3 MILE TO
 JE1928'A CROSSROAD.  CONTINUE NORTH ON STATE HIGHWAY 7 FOR 0.15 MILE TO
 JE1928'THE STATION ON THE LEFT.
 JE1928'
 JE1928'STATION SURFACE MARK, A STANDARD DISK STAMPED FARLIN 1948 1970,
 JE1928'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 14 INCHES
 JE1928'BELOW THE SURFACE OF THE GROUND.  IT IS 137 FEET NORTH OF THE
 JE1928'CENTER OF A FIELD ENTRANCE, 110 FEET NORTH-NORTHWEST OF A
 JE1928'POWERLINE POLE, 49 FEET WEST OF THE CENTER OF STATE HIGHWAY
 JE1928'7, AND 8 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND
 JE1928'MARK, A STANDARD DISK STAMPED FARLIN 1948, IS SET IN THE TOP
 JE1928'OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE
 JE1928'OF THE GROUND.
 JE1928'
 JE1928'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FARLIN 1948 NO. 3
 JE1928'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JE1928'7 INCHES.  IT IS 36.5 FEET EAST OF THE CENTER OF STATE
 JE1928'HIGHWAY 7 AND 1.5 FEET NORTH OF A TELEPHONE POLE.
 JE1928'
 JE1928'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FARLIN 1948 NO. 4
 JE1928'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JE1928'PROJECTS 6 INCHES.  IT IS 36 FEET EAST OF THE CENTER OF STATE
 JE1928'HIGHWAY 7, 6 FEET EAST-NORTHEAST OF THE NORTH END OF A METAL
 JE1928'CULVERT UNDER A FIELD ENTRANCE, AND 1 FOOT SOUTHWEST OF A
 JE1928'TELEPHONE POLE.
 JE1928'
 JE1928'AZIMUTH MARK, A STANDARD DISK STAMPED FARLIN 1948, IS SET IN
 JE1928'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 JE1928'IT IS 35 FEET EAST OF THE CENTER OF STATE HIGHWAY 7 AND 1 FOOT
 JE1928'NORTH OF A METAL WITNESS POST.
 JE1928'
 JE1928'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 JE1928'MILES NNW OF MOUND CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1149 ***********************************************************************
 HE1149  DESIGNATION -  FARLINGTON
 HE1149  PID         -  HE1149
 HE1149  STATE/COUNTY-  KS/CRAWFORD
 HE1149  USGS QUAD   -  GIRARD (1964)
 HE1149
 HE1149                         *CURRENT SURVEY CONTROL
 HE1149  ___________________________________________________________________
 HE1149* NAD 83(1997)-  37 36 02.74017(N)    094 48 34.46415(W)     ADJUSTED  
 HE1149* NAVD 88     -       321.0    (meters)    1053.     (feet)  VERTCON   
 HE1149  ___________________________________________________________________
 HE1149  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 HE1149  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HE1149
 HE1149  HORZ ORDER  -  FIRST
 HE1149
 HE1149.The horizontal coordinates were established by classical geodetic methods
 HE1149.and adjusted by the National Geodetic Survey in October 1998..
 HE1149
 HE1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1149
 HE1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1149
 HE1149.The geoid height was determined by GEOID03.
 HE1149
 HE1149;                    North         East     Units Scale Factor Converg.
 HE1149;SPC KS S     -   510,118.544   725,787.598   MT  0.99995113   +2 16 04.3
 HE1149;UTM  15      - 4,163,059.577   340,260.001   MT  0.99991431   -1 06 15.7
 HE1149
 HE1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1149!SPC KS S     -   0.99995447  x   0.99995113  =   0.99990561
 HE1149!UTM  15      -   0.99995447  x   0.99991431  =   0.99986879
 HE1149
 HE1149|---------------------------------------------------------------------|
 HE1149| PID    Reference Object                     Distance      Geod. Az  |
 HE1149|                                                           dddmmss.s |
 HE1149| CN6854 FARLINGTON RM 1                      29.630 METERS 04536     |
 HE1149| HE1141 ARCADIA MICROWAVE MAST              APPROX.12.1 KM 0665226.0 |
 HE1149| CN6853 FARLINGTON AZ MK                                   1202153.9 |
 HE1149| HE1140 ARMA MUNICIPAL TANK                 APPROX.11.8 KM 1215047.5 |
 HE1149| HE1139 POLK MUNICIPAL TANK                 APPROX. 9.6 KM 1393044.3 |
 HE1149| CN6855 FARLINGTON RM 2                      25.890 METERS 18647     |
 HE1149| HE1147 GIRARD MUNICIPAL TANK               APPROX.10.6 KM 1942100.1 |
 HE1149| HE1101 GIRARD CRAW KAN TEL COOP MAST       APPROX.11.9 KM 1942641.2 |
 HE1149| HE1145 GIRARD CO SHERIFFS RADIO MAST       APPROX.10.6 KM 1954227.7 |
 HE1149| HE1146 GIRARD REA SEKAN ELEC RAD MAST      APPROX.10.3 KM 1954708.3 |
 HE1149| HE0307 X 252                               APPROX. 2.5 KM 2302901.9 |
 HE1149| HE1156 BRAZILTON EMMANUEL LUTH CHURCH      APPROX.11.2 KM 2703238.5 |
 HE1149| CN6856 FARLINGTON RM 3                      26.432 METERS 32033     |
 HE1149|---------------------------------------------------------------------|
 HE1149
 HE1149                          SUPERSEDED SURVEY CONTROL
 HE1149
 HE1149  NAD 83(1997)-  37 36 02.74597(N)    094 48 34.46426(W) AD(       ) 1
 HE1149  NAD 83(1986)-  37 36 02.74977(N)    094 48 34.45750(W) AD(       ) 1
 HE1149  NAD 27      -  37 36 02.59133(N)    094 48 33.57103(W) AD(       ) 1
 HE1149  NGVD 29 (07/19/86)  320.9    (m)         1053.     (f) VERT ANG       
 HE1149
 HE1149.Superseded values are not recommended for survey control.
 HE1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1149.See file dsdata.txt to determine how the superseded data were derived.
 HE1149
 HE1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4026063060(NAD 83)
 HE1149_MARKER: DS = TRIANGULATION STATION DISK
 HE1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1149
 HE1149  HISTORY     - Date     Condition        Report By
 HE1149  HISTORY     - 1940     MONUMENTED       CGS
 HE1149  HISTORY     - 1965     GOOD             CGS
 HE1149  HISTORY     - 1966     GOOD             CGS
 HE1149
 HE1149                          STATION DESCRIPTION
 HE1149
 HE1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE1149'STATION IS 1-1/2 MILES SE OF THE TOWN OF FARLINGTON ON A
 HE1149'LOW FLAT-TOPPED RIDGE ON PROPERTY OF C.W. STITLER IN THE
 HE1149'NW 1/4 OF SECTION 20, T 28 S, R 24 E.  STATION MARK IS 91
 HE1149'FEET S OF CENTER LINE OF COUNTY ROAD, 68 FEET S OF FENCE
 HE1149'CORNER, 14 FEET E OF N-S FENCE LINE, 32 FEET NE OF NE CORNER
 HE1149'OF BARN, 14 FEET E OF WHITE REFERENCE POST, IS STAMPED
 HE1149'FARLINGTON 1940 AND IS SET 2 INCHES BENEATH THE SURFACE.
 HE1149'
 HE1149'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HE1149'DISKS SET IN CONCRETE.
 HE1149'
 HE1149'REFERENCE MARK NO. 1 IS NE OF THE STATION, 6 INCHES S OF
 HE1149'E-W FENCE LINE, 73 FEET E OF FENCE CORNER, 23 FEET S OF
 HE1149'CENTER LINE OF THE ROAD, IS STAMPED FARLINGTON NO. 1 1940
 HE1149'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 HE1149'
 HE1149'REFERENCE MARK NO. 2 IS S OF THE STATION, 6 INCHES E OF
 HE1149'FENCE LINE, 29 FEET S OF FENCE CORNER, 43 FEET SE OF SE
 HE1149'CORNER OF BARN, IS STAMPED FARLINGTON NO. 2 1940 AND IS
 HE1149'SET 2 INCHES BENEATH SURFACE.
 HE1149'
 HE1149'THE AZIMUTH MARK IS ESE OF THE STATION ON THE E SIDE OF
 HE1149'AN OPEN PASTURE, 14 FEET W OF FENCE, 30 FEET W OF CENTER
 HE1149'LINE OF THE ROAD, 22-1/2 FEET NNW OF WHITE REFERENCE POST,
 HE1149'IS STAMPED FARLINGTON 1940.  THE MARK SET IN OUTCROPPING
 HE1149'LEDGE OF ROCK PROJECTS ABOUT 2 INCHES.  TO REACH THE AZIMUTH
 HE1149'MARK FROM THE STATION, GO E ON GRAVEL ROAD 0.7 MILE AND
 HE1149'TURN RIGHT, (S) 0.45 MILE TO AZIMUTH MARK ON W SIDE OF THE
 HE1149'ROAD IN EDGE OF FIELD.
 HE1149'
 HE1149'TO REACH THE STATION FROM FARLINGTON, (CENTER OF TOWN) GO
 HE1149'S 0.1 MILE AND TURN RIGHT, (W) GO 0.15 MILE AND TURN LEFT,
 HE1149'(S) ON STATE ROUTE 7, GO 1.0 MILE AND TURN LEFT, (E) OFF
 HE1149'HIGHWAY, GO 1.3 MILES TO A GATE ENTERING A PASTURE ON THE
 HE1149'S SIDE OF THE ROAD AT THE W END OF A PASTURE AND ABOUT 150
 HE1149'YARDS E OF MR. STITLERS HOUSE.  STATION IS IN THE NW CORNER
 HE1149'OF THIS PASTURE.
 HE1149'
 HE1149'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HE1149
 HE1149                          STATION RECOVERY (1965)
 HE1149
 HE1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1149'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE1149'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WILL
 HE1149'BE DESTROYED AT THE REQUEST OF THE PROPERTY OWNER.  A REFERENCE
 HE1149'MARK 3 WAS ESTABLISHED.  FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 HE1149'
 HE1149'THE STATION IS ABOUT 7 MILES NORTHWEST OF ARMA, 6 MILES
 HE1149'NORTH-NORTHEAST OF GIRARD AND 1-1/2 MILES SOUTHEAST OF FARLINGTON,
 HE1149'ON PROPERTY OWNED BY MR. C.W. STITLER.
 HE1149'
 HE1149'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HE1149'7 AND 57 IN GIRARD, GO NORTH ON STATE HIGHWAY 7 FOR 6.5
 HE1149'MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON GRAVELED
 HE1149'ROAD FOR 1.2 MILES TO THE STATION ON THE RIGHT JUST AFTER
 HE1149'PASSING MR. STITLERS HOME.  TO REACH THE AZIMUTH MARK, CONTINUE
 HE1149'EAST ON GRAVELED ROAD FOR 0.8 MILE TO A CROSSROAD.  TURN
 HE1149'RIGHT AND GO SOUTH ON GRADED ROAD FOR 0.45 MILE TO THE MARK
 HE1149'ON THE RIGHT.
 HE1149'
 HE1149'STATION MARK IS A STANDARD DISK, STAMPED FARLINGTON 1940, SET IN
 HE1149'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 3 INCHES BELOW
 HE1149'THE GROUND SURFACE.  IT IS 110 FEET EAST OF A NORTH-SOUTH FENCE
 HE1149'LINE, 94 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 67 FEET
 HE1149'SOUTH OF AN EAST-WEST FENCE LINE AND 5 FEET WEST OF A WITNESS
 HE1149'POST.
 HE1149'
 HE1149'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FARLINGTON
 HE1149'NO 1 1940, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 HE1149'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET SOUTH
 HE1149'OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT NORTH OF
 HE1149'THE EAST-WEST FENCE LINE AND ABOUT THE SAME ELEVATION AS
 HE1149'THE STATION.
 HE1149'
 HE1149'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FARLINGTON
 HE1149'NO 3 1940, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 HE1149'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 HE1149'27 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 1
 HE1149'FOOT SOUTH OF THE EAST-WEST FENCE LINE AND ABOUT THE SAME
 HE1149'ELEVATION AS THE STATION.
 HE1149'
 HE1149'AZIMUTH MARK IS A STANDARD DISK, STAMPED FARLINGTON 1940,
 HE1149'CEMENTED IN A DRILL HOLE IN A 4 X 6 FOOT ROCK OUTCROP THAT
 HE1149'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET
 HE1149'WEST OF THE CENTERLINE OF A GRADED ROAD, 14.4 FEET WEST
 HE1149'OF A WITNESS POST AND 14 FEET WEST OF A FENCE LINE.
 HE1149
 HE1149                          STATION RECOVERY (1966)
 HE1149
 HE1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1149'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH
 HE1149'MARK WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS,
 HE1149'WITH THE FOLLOWING EXCEPTION- REFERENCE MARK 1 IS A STANDARD
 HE1149'AZIMUTH MARK DISK STAMPED FARLINGTON RM 1 1940
 HE1149'AND NOT A REFERENCE MARK DISK STAMPED FARLINGTON
 HE1149'NO 1 1940 AS PREVIOUSLY STATED.  REFERENCE MARK 2 HAS NOW
 HE1149'BEEN REMOVED AS REQUESTED.
 HE1149'
 HE1149'ALL OBJECTS VISIBLE AT 30 FEET EXCEPT TRAVERSE STATION ARCADIA
 HE1149'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0759 ***********************************************************************
 JG0759  DESIGNATION -  FARMER
 JG0759  PID         -  JG0759
 JG0759  STATE/COUNTY-  KS/RICE
 JG0759  USGS QUAD   -  CHASE NW (1970)
 JG0759
 JG0759                         *CURRENT SURVEY CONTROL
 JG0759  ___________________________________________________________________
 JG0759* NAD 83(1997)-  38 27 49.22136(N)    098 26 02.82381(W)     ADJUSTED  
 JG0759* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 JG0759  ___________________________________________________________________
 JG0759  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 JG0759  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 JG0759
 JG0759  HORZ ORDER  -  THIRD
 JG0759
 JG0759.The horizontal coordinates were established by classical geodetic methods
 JG0759.and adjusted by the National Geodetic Survey in October 1998..
 JG0759
 JG0759.The orthometric height was scaled from a topographic map.
 JG0759
 JG0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0759
 JG0759.The geoid height was determined by GEOID03.
 JG0759
 JG0759;                    North         East     Units Scale Factor Converg.
 JG0759;SPC KS S     -   599,447.717   405,749.870   MT  0.99998125   +0 02 25.8
 JG0759;UTM  14      - 4,257,414.142   549,368.688   MT  0.99963001   +0 21 07.2
 JG0759
 JG0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0759!SPC KS S     -   0.99992098  x   0.99998125  =   0.99990223
 JG0759!UTM  14      -   0.99992098  x   0.99963001  =   0.99955102
 JG0759
 JG0759|---------------------------------------------------------------------|
 JG0759| PID    Reference Object                     Distance      Geod. Az  |
 JG0759|                                                           dddmmss.s |
 JG0759| CK8678 FARMER RM 1                          17.885 METERS 00646     |
 JG0759| JG0708 BUSHTON MUNICIPAL TANK              APPROX. 6.2 KM 0315447.5 |
 JG0759| CK8679 FARMER RM 2                          22.982 METERS 22407     |
 JG0759| CK8677 FARMER AZ MK                                       2685216.1 |
 JG0759|---------------------------------------------------------------------|
 JG0759
 JG0759                          SUPERSEDED SURVEY CONTROL
 JG0759
 JG0759  NAD 83(1986)-  38 27 49.22881(N)    098 26 02.82390(W) AD(       ) 3
 JG0759  NAD 27      -  38 27 49.18900(N)    098 26 01.57500(W) AD(       ) 3
 JG0759
 JG0759.Superseded values are not recommended for survey control.
 JG0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0759.See file dsdata.txt to determine how the superseded data were derived.
 JG0759
 JG0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH4936957414(NAD 83)
 JG0759_MARKER: DS = TRIANGULATION STATION DISK
 JG0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0759
 JG0759  HISTORY     - Date     Condition        Report By
 JG0759  HISTORY     - 1953     MONUMENTED       CGS
 JG0759
 JG0759                          STATION DESCRIPTION
 JG0759
 JG0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0759'THE STATION IS ABOUT 4 MILES SOUTHWEST OF BUSHTON, 2-1/2 MILES
 JG0759'EAST OF THE RICE-BARTON COUNTY LINE, IN SEC. 21, T 18 S, R 10 W.
 JG0759'IT IS 28 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 9 FEET
 JG0759'SOUTHWEST OF A FENCE CORNER AND 4 FEET WEST OF A 4 X 4 INCH
 JG0759'WHITE WITNESS POST.
 JG0759'
 JG0759'TO REACH THE STATION FROM THE POST OFFICE IN BUSHTON, GO SOUTH
 JG0759'FOR 0.3 MILE TO A T-INTERSECTION, TURN RIGHT AND GO WEST ON A PAVED
 JG0759'ROAD FOR 1.5 MILES TO A CROSSROADS, TURN LEFT AND GO SOUTH ON
 JG0759'A GRAVELED ROAD FOR 3.0 MILES TO A CROSSROADS, TURN RIGHT AND
 JG0759'GO WEST ON A GRAVELED ROAD FOR 0.5 MILE TO THE STATION ON THE
 JG0759'RIGHT, CONTINUE WEST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 JG0759'LEFT.
 JG0759'
 JG0759'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FARMER
 JG0759'1953.
 JG0759'
 JG0759'REFERENCE MARK 1 IS 52 FEET NORTH OF THE FENCE CORNER AND 1 FOOT
 JG0759'WEST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JG0759'STAMPED FARMER NO 1 1953.
 JG0759'
 JG0759'REFERENCE MARK 2 IS 85 FEET SOUTHWEST OF THE FENCE CORNER AND 28
 JG0759'FEET SOUTH OF THE CENTER OF THE ROAD.  THE MARK PROJECTS 6 INCHES
 JG0759'AND THE DISK IS STAMPED FARMER NO 2 1953.
 JG0759'
 JG0759'THE AZIMUTH MARK IS 60 FEET SOUTHEAST OF THE CENTER OF A
 JG0759'CROSSROADS, 3 FEET NORTH OF A TELEPHONE POLE AND 2 FEET EAST OF A
 JG0759'4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 JG0759'THE DISK IS STAMPED FARMER 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0717 ***********************************************************************
 KG0717  DESIGNATION -  FARMINGTON
 KG0717  PID         -  KG0717
 KG0717  STATE/COUNTY-  KS/ROOKS
 KG0717  USGS QUAD   -  GLADE SE (1972)
 KG0717
 KG0717                         *CURRENT SURVEY CONTROL
 KG0717  ___________________________________________________________________
 KG0717* NAD 83(1997)-  39 31 22.01310(N)    099 16 02.66375(W)     ADJUSTED  
 KG0717* NAVD 88     -       625.30   (+/-2cm)    2051.5    (feet)  VERTCON   
 KG0717  ___________________________________________________________________
 KG0717  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 KG0717  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 KG0717
 KG0717  HORZ ORDER  -  SECOND
 KG0717  VERT ORDER  -  THIRD ? (See Below)
 KG0717
 KG0717.The horizontal coordinates were established by classical geodetic methods
 KG0717.and adjusted by the National Geodetic Survey in October 1998..
 KG0717
 KG0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0717.The vertical order pertains to the NGVD 29 superseded value.
 KG0717
 KG0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0717
 KG0717.The geoid height was determined by GEOID03.
 KG0717
 KG0717;                    North         East     Units Scale Factor Converg.
 KG0717;SPC KS N     -   132,806.853   291,028.657   MT  0.99996810   -0 48 06.9
 KG0717;UTM  14      - 4,374,826.941   477,016.136   MT  0.99960650   -0 10 12.6
 KG0717
 KG0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0717!SPC KS N     -   0.99990595  x   0.99996810  =   0.99987405
 KG0717!UTM  14      -   0.99990595  x   0.99960650  =   0.99951249
 KG0717
 KG0717:                Primary Azimuth Mark                     Grid Az
 KG0717:SPC KS N     -  FARMINGTON AZ MK                         002 29 42.3
 KG0717:UTM  14      -  FARMINGTON AZ MK                         001 51 48.0
 KG0717
 KG0717|---------------------------------------------------------------------|
 KG0717| PID    Reference Object                     Distance      Geod. Az  |
 KG0717|                                                           dddmmss.s |
 KG0717| CN9293 FARMINGTON AZ MK                                   0014135.4 |
 KG0717| KG0714 KIRWIN MUNICIPAL TANK               APPROX.20.3 KM 0345727.0 |
 KG0717| CN9294 FARMINGTON RM 1                      19.513 METERS 07729     |
 KG0717| KG0735 WOODSTON MUNICIPAL TANK             APPROX.16.5 KM 1173248.4 |
 KG0717| CN9295 FARMINGTON RM 2                      20.605 METERS 16737     |
 KG0717| KG0756 STOCKTON MUNICIPAL STANDPIPE        APPROX. 9.1 KM 1820948.0 |
 KG0717| KG0759 STOCKTON ST POLICE RADIO TOWER      APPROX. 8.3 KM 1841612.9 |
 KG0717|---------------------------------------------------------------------|
 KG0717
 KG0717                          SUPERSEDED SURVEY CONTROL
 KG0717
 KG0717  NAD 83(1997)-  39 31 22.01865(N)    099 16 02.66503(W) AD(       ) 2
 KG0717  NAD 83(1986)-  39 31 22.01914(N)    099 16 02.66508(W) AD(       ) 2
 KG0717  NAD 27      -  39 31 21.98300(N)    099 16 01.31900(W) AD(       ) 2
 KG0717  NGVD 29 (07/19/86)  625.07   (m)         2050.8    (f) LEVELING    3  
 KG0717
 KG0717.Superseded values are not recommended for survey control.
 KG0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0717.See file dsdata.txt to determine how the superseded data were derived.
 KG0717
 KG0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7701674827(NAD 83)
 KG0717_MARKER: DS = TRIANGULATION STATION DISK
 KG0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0717
 KG0717  HISTORY     - Date     Condition        Report By
 KG0717  HISTORY     - 1950     MONUMENTED       CGS
 KG0717
 KG0717                          STATION DESCRIPTION
 KG0717
 KG0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0717'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH OF STOCKTON AND
 KG0717'ABOUT 3.0 MILES SOUTH OF THE ROOKS-PHILLIPS COUNTY LINE IN THE
 KG0717'SOUTHEAST CORNER OF A PASTURE.  IT IS JUST NORTHWEST OF THE
 KG0717'HIGHEST POINT OF HILL, 42 FEET NORTH-NORTHWEST OF A FENCE
 KG0717'CORNER, 38 FEET WEST OF THE CENTER OF A ROAD, 17 FEET SOUTHWEST
 KG0717'OF A TELEPHONE POLE AND 5 FEET SOUTHWEST OF A WITNESS POST.  IT
 KG0717'IS STAMPED FARMINGTON 1950 AND PROJECTS 3 INCHES.
 KG0717'
 KG0717'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY ABOUT 4 FEET
 KG0717'HIGHER IN ELEVATION THAN THE STATION, 24 FEET EAST OF THE CENTER
 KG0717'OF ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 KG0717'STAMPED FARMINGTON NO 1 1950 AND PROJECTS 2 INCHES.
 KG0717'
 KG0717'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY ABOUT 5 FEET
 KG0717'HIGHER IN ELEVATION THAN THE STATION, 25 FEET WEST OF THE
 KG0717'CENTER OF ROAD, 24 FEET SOUTH OF A FENCE CORNER, AND 2 FEET EAST
 KG0717'OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED FARMINGTON NO 2 1950
 KG0717'AND PROJECTS 3 INCHES.
 KG0717'
 KG0717'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 93.24 FEET.
 KG0717'
 KG0717'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 18 FEET EAST OF
 KG0717'THE CENTER OF ROAD, 2 FEET SOUTHEAST OF A TELEPHONE POLE AND 2
 KG0717'FEET SOUTH OF A WITNESS POST.  IT IS STAMPED FARMINGTON 1950 AND
 KG0717'PROJECTS 3 INCHES.
 KG0717'
 KG0717'TO REACH THE STATION FROM THE COURTHOUSE IN STOCKTON, GO WEST
 KG0717'FOR 0.05 MILE TO U.S. HIGHWAY 183, TURN RIGHT AND GO NORTH ON
 KG0717'U.S. HIGHWAY 183 FOR 5.2 MILES TO A CROSSROAD.  TURN RIGHT AND
 KG0717'GO EAST FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH ON
 KG0717'DIRT ROAD FOR 0.95 MILE TO STATION ON LEFT AS DESCRIBED.
 KG0717'(CONTINUE STRAIGHT AHEAD, NORTH, FOR 0.45 MILE TO AZIMUTH MARK
 KG0717'ON RIGHT AS DESCRIBED.
 KG0717'
 KG0717'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9797 ***********************************************************************
 AD9797  DESIGNATION -  FAULCONER 2
 AD9797  PID         -  AD9797
 AD9797  STATE/COUNTY-  KS/ATCHISON
 AD9797  USGS QUAD   -  OAK MILLS (1984)
 AD9797
 AD9797                         *CURRENT SURVEY CONTROL
 AD9797  ___________________________________________________________________
 AD9797* NAD 83(1997)-  39 25 34.78109(N)    095 04 20.00239(W)     ADJUSTED  
 AD9797* NAVD 88     -       336.9    (meters)    1105.     (feet)  GPS OBS   
 AD9797  ___________________________________________________________________
 AD9797  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AD9797  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 AD9797
 AD9797  HORZ ORDER  -  FIRST
 AD9797
 AD9797.The horizontal coordinates were established by GPS observations
 AD9797.and adjusted by the National Geodetic Survey in October 1998..
 AD9797
 AD9797.The orthometric height was determined by GPS observations and a
 AD9797.high-resolution geoid model.
 AD9797
 AD9797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9797
 AD9797.The geoid height was determined by GEOID03.
 AD9797
 AD9797;                    North         East     Units Scale Factor Converg.
 AD9797;SPC KS N     -   125,410.703   652,040.156   MT  0.99996153   +1 51 08.8
 AD9797;UTM  15      - 4,366,137.329   321,636.770   MT  0.99999171   -1 18 59.0
 AD9797
 AD9797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9797!SPC KS N     -   0.99995217  x   0.99996153  =   0.99991370
 AD9797!UTM  15      -   0.99995217  x   0.99999171  =   0.99994388
 AD9797
 AD9797                          SUPERSEDED SURVEY CONTROL
 AD9797
 AD9797  NAD 83(1986)-  39 25 34.78419(N)    095 04 19.99858(W) AD(       ) 1
 AD9797
 AD9797.Superseded values are not recommended for survey control.
 AD9797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9797.See file dsdata.txt to determine how the superseded data were derived.
 AD9797
 AD9797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD2163766137(NAD 83)
 AD9797_MARKER: DD = SURVEY DISK
 AD9797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9797_STAMPING: FAULCONER 2 1983
 AD9797_MARK LOGO: NGS   
 AD9797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9797+STABILITY: SURFACE MOTION
 AD9797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9797+SATELLITE: SATELLITE OBSERVATIONS - 1983
 AD9797
 AD9797  HISTORY     - Date     Condition        Report By
 AD9797  HISTORY     - 1983     MONUMENTED       NGS
 AD9797
 AD9797                          STATION DESCRIPTION
 AD9797
 AD9797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (JAO)
 AD9797'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTH OF ATCHISON, 6.4
 AD9797'KM (3.95 MI) NORTH OF LOWEMONT, 6.4 KM (3.95 MI) EAST OFPOTTER AND ON
 AD9797'THE NORTH RIGHT OF WAY OF A GRAVELED COUNTY ROAD.  TO REACH THE
 AD9797'STATION FROM LOWEMONT, UNINCORPORATED, GO NORTH ON U.S.  HIGHWAY 73
 AD9797'AND STATE HIGHWAY 7 FOR 7.24 KM (4.50 MI) TO STATE HIGHWAY 74, WHICH
 AD9797'LEADS TO POTTER, ON THE LEFT, AND A GRAVELED ROAD ON THE RIGHT.  TURN
 AD9797'RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 1.21 KM (0.75 MI) TO THE
 AD9797'STATION ON THE LEFT, AT THE CREST OF A HILL AND AT A FIELD ENTRANCE.
 AD9797'THE STATION IS 8.2 M (26.9 FT) NORTH OF THE CENTERLINE OF THE GRAVELED
 AD9797'ROAD, 19.7 M (64.6 FT) EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 0.6
 AD9797'M (2.0 FT) SOUTH OF A FENCE, 0.52 M (1.71 FT) WEST OF A WITNESS POST,
 AD9797'11.942 M (39.180 FT) WEST OF RM 3, 14.859 M (48.750 FT) NORTH OF RM 4
 AD9797'AND 68.887 M (226.007 FT) SOUTHEAST OF STATION FAULCONER.  THE STATION
 AD9797'IS A STANDARD NGS DISK STAMPED FAULCONER 2 1983 SET INTO THE TOP OF A
 AD9797'ROUND CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND.  THE
 AD9797'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPTED FAULCONER 2 1983 SET
 AD9797'IN AN IRREGULAR MASS OF CONCRETE 1.1 M (3.6 FT) BELOW THE SURFACE.
 AD9797'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED FAULCONER 2 NO 3
 AD9797'1983 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 4 INCHES
 AD9797'ABOVE THE GROUND.  IT IS 17.9 M (58.7 FT) EAST OF THE CENTERLINE OF A
 AD9797'FIELD ENTRANCE, 8.2 M (26.9 FT) NORTH OF THE CENTERLINE OF THE
 AD9797'GRAVELED ROAD, 0.6 M (2.0 FT) SOUTH OF A FENCE AND 0.3 M (1.0 FT) WEST
 AD9797'OF A WITNESS POST.  REFERNCE MARK NO 4 IS A STANDARD NGS DISK STAMPED
 AD9797'FAULCONER 2 NO 4 1983 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AD9797'PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 7.0 M (23.0 FT) SOUTH OF
 AD9797'THE CENTERLINE OF THE GRAVELED ROAD, 0.6 M (2.0 FT) NORTH OF A FENCE
 AD9797'AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  THE AZIMUTH MARK IS A
 AD9797'STANDARD NGS DISK STAMPED FAULCONER 2 1983 SET INTO THE TOP OF A ROUND
 AD9797'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 6.7 M (22.0 FT) SOUTH
 AD9797'OF THE CENTERLINE OF THE GRAVELED ROAD, 3.35 M (10.99 FT) EAST OF THE
 AD9797'CENTERLINE OF A FIELD ENTRANCE AND 0.7 M (2.3 FT) NORTH OF A WITNESS
 AD9797'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9798 ***********************************************************************
 AD9798  DESIGNATION -  FAULCONER 2 AZ MK
 AD9798  PID         -  AD9798
 AD9798  STATE/COUNTY-  KS/ATCHISON
 AD9798  USGS QUAD   -  OAK MILLS (1984)
 AD9798
 AD9798                         *CURRENT SURVEY CONTROL
 AD9798  ___________________________________________________________________
 AD9798* NAD 83(1997)-  39 25 33.98836(N)    095 03 32.21736(W)     ADJUSTED  
 AD9798* NAVD 88     -       321.9    (meters)    1056.     (feet)  VERT ANG  
 AD9798  ___________________________________________________________________
 AD9798  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AD9798  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 AD9798
 AD9798  HORZ ORDER  -  THIRD
 AD9798
 AD9798.The horizontal coordinates were established by classical geodetic methods
 AD9798.and adjusted by the National Geodetic Survey in October 1998..
 AD9798
 AD9798.The orthometric height was determined by vertical angle observations.
 AD9798
 AD9798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9798
 AD9798.The geoid height was determined by GEOID03.
 AD9798
 AD9798;                    North         East     Units Scale Factor Converg.
 AD9798;SPC KS N     -   125,423.297   653,183.219   MT  0.99996152   +1 51 39.0
 AD9798;UTM  15      - 4,366,086.716   322,778.814   MT  0.99998671   -1 18 28.6
 AD9798
 AD9798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9798!SPC KS N     -   0.99995452  x   0.99996152  =   0.99991605
 AD9798!UTM  15      -   0.99995452  x   0.99998671  =   0.99994124
 AD9798
 AD9798                          SUPERSEDED SURVEY CONTROL
 AD9798
 AD9798  NAD 83(1986)-  39 25 33.99042(N)    095 03 32.21356(W) AD(       ) 3
 AD9798
 AD9798.Superseded values are not recommended for survey control.
 AD9798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9798.See file dsdata.txt to determine how the superseded data were derived.
 AD9798
 AD9798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD2277966087(NAD 83)
 AD9798_MARKER: DD = SURVEY DISK
 AD9798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9798_STAMPING: FAULCONER 2 1983
 AD9798_MARK LOGO: NGS   
 AD9798_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9798+STABILITY: SURFACE MOTION
 AD9798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9798+SATELLITE: SATELLITE OBSERVATIONS - 1983
 AD9798
 AD9798  HISTORY     - Date     Condition        Report By
 AD9798  HISTORY     - 1983     MONUMENTED       NGS
 AD9798
 AD9798                          STATION DESCRIPTION
 AD9798
 AD9798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (JAO)
 AD9798'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTH OF ATCHISON, 7.2
 AD9798'KM (4.45 MI) EAST OF POTTER, 6.4 KM (3.95 MI) NORTH OF LOWEMONT,
 AD9798'UNINCORPORATED, AND ON THE SOUTH RIGHT OF WAY OF A GRAVELED COUNTY
 AD9798'ROAD.  TO REACH THE STATION FROM LOWEMONT, GO NORTH ON U.S.  HIGHWAY
 AD9798'73 AND STATE HIGHWAY 7 FOR 7.24 KM (4.50 MI) TO STATE HIGHWAY 74 WHICH
 AD9798'LEADS TO POTTER ON THE LEFT AND A GRAVELED COUNTY ROAD ON THE RIGHT.
 AD9798'TURN RIGHT AND GO EAST FOR 1.21 KM (0.75 MI) TO FAULCONER 2 ON THE
 AD9798'LEFT.  CONTINUE EAST FOR 1.14 KM (0.70 MI) TO THE STATION ON THE RIGHT
 AD9798'AT THE CREST OF A HILL.  THE STATION DISKS ARE STANDARD NGS DISKS
 AD9798'STAMPED FAULCONER 2 1983.  THE SURFACE DISK IS SET INTO THE TOP OF A
 AD9798'30 CM ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE
 AD9798'UNDERGROUND MARK IS SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 M (3.0
 AD9798'FT) BELOW GROUND SURFACE.  THE STATION IS 6.7 M (22.0 FT) SOUTH FROM
 AD9798'THE CENTERLINE OF THE GRAVELED ROAD, 3.35 M (10.99 FT) EAST FROM THE
 AD9798'CENTERLINE OF A FIELD ENTRANCE AND 0.7 M (2.3 FT) NORTH FROM A WITNESS
 AD9798'POST SET IN A FENCE LINE.  THE STATION WAS POSITIONED BY AN ELECTRONIC
 AD9798'TRAVERSE AND POLARIS OBSERVATION FROM STATION FAULCONER 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1092 ***********************************************************************
 HE1092  DESIGNATION -  FAULKNER
 HE1092  PID         -  HE1092
 HE1092  STATE/COUNTY-  KS/CHEROKEE
 HE1092  USGS QUAD   -  MELROSE (1974)
 HE1092
 HE1092                         *CURRENT SURVEY CONTROL
 HE1092  ___________________________________________________________________
 HE1092* NAD 83(1997)-  37 06 18.77787(N)    094 59 44.08737(W)     ADJUSTED  
 HE1092* NAVD 88     -       252.1    (meters)     827.     (feet)  VERTCON   
 HE1092  ___________________________________________________________________
 HE1092  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 HE1092  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HE1092
 HE1092  HORZ ORDER  -  SECOND
 HE1092
 HE1092.The horizontal coordinates were established by classical geodetic methods
 HE1092.and adjusted by the National Geodetic Survey in October 1998..
 HE1092
 HE1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1092
 HE1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1092
 HE1092.The geoid height was determined by GEOID03.
 HE1092
 HE1092;                    North         East     Units Scale Factor Converg.
 HE1092;SPC KS S     -   454,526.799   711,441.726   MT  1.00003566   +2 09 12.8
 HE1092;UTM  15      - 4,108,407.823   322,676.262   MT  0.99998736   -1 12 15.1
 HE1092
 HE1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1092!SPC KS S     -   0.99996511  x   1.00003566  =   1.00000077
 HE1092!UTM  15      -   0.99996511  x   0.99998736  =   0.99995247
 HE1092
 HE1092:                Primary Azimuth Mark                     Grid Az
 HE1092:SPC KS S     -  FAULKNER AZ MK                           090 55 09.9
 HE1092:UTM  15      -  FAULKNER AZ MK                           094 16 37.8
 HE1092
 HE1092|---------------------------------------------------------------------|
 HE1092| PID    Reference Object                     Distance      Geod. Az  |
 HE1092|                                                           dddmmss.s |
 HE1092| CN6857 FAULKNER AZ MK                                     0930422.7 |
 HE1092| CN6858 FAULKNER RM 1                        27.383 METERS 15630     |
 HE1092| CN6859 FAULKNER RM 2                        24.301 METERS 23424     |
 HE1092|---------------------------------------------------------------------|
 HE1092
 HE1092                          SUPERSEDED SURVEY CONTROL
 HE1092
 HE1092  NAD 83(1997)-  37 06 18.78223(N)    094 59 44.08838(W) AD(       ) 2
 HE1092  NAD 83(1986)-  37 06 18.79357(N)    094 59 44.07825(W) AD(       ) 2
 HE1092  NAD 27      -  37 06 18.55466(N)    094 59 43.22788(W) AD(       ) 2
 HE1092  NGVD 29 (07/19/86)  252.0    (m)          827.     (f) VERT ANG       
 HE1092
 HE1092.Superseded values are not recommended for survey control.
 HE1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1092.See file dsdata.txt to determine how the superseded data were derived.
 HE1092
 HE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2267608408(NAD 83)
 HE1092_MARKER: DS = TRIANGULATION STATION DISK
 HE1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1092
 HE1092  HISTORY     - Date     Condition        Report By
 HE1092  HISTORY     - 1965     MONUMENTED       CGS
 HE1092  HISTORY     - 1966     GOOD             CGS
 HE1092
 HE1092                          STATION DESCRIPTION
 HE1092
 HE1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1092'THE STATION IS ABOUT 4-3/4 MILES SOUTH AND 1/4 MILE EAST OF
 HE1092'HALLOWELL, 1 MILE EAST OF THE SETTLEMENT OF FAULKNER, IN THE
 HE1092'SOUTHEAST CORNER OF A CULTIVATED FIELD AND ON LAND OWNED BY JOE
 HE1092'JUSTICE.
 HE1092'
 HE1092'TO REACH THE STATION FROM A CROSSROAD, 250 FEET EAST OF ANGELOS
 HE1092'STORE ON STATE HIGHWAY 96 AND AT THE NORTHEAST EDGE OF HALLOWELL,
 HE1092'GO SOUTH ON A GRAVELED AND SURFACED ROAD FOR 3.85 MILES TO A
 HE1092'RAILROAD CROSSING.  CONTINUE SOUTH FOR 1.2 MILES TO A CROSSROAD
 HE1092'AND THE STATION.
 HE1092'
 HE1092'THE STATION MARK IS A STANDARD DISK, STAMPED FAULKNER 1964, SET IN
 HE1092'THE TOP OF A 12 BY 14 INCH CONCRETE POST 18 INCHES BELOW THE
 HE1092'GROUND SURFACE.  IT IS 80.5 FEET NORTHEAST OF A WITNESS POST,
 HE1092'69.0 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST GRAVELED
 HE1092'ROAD, 56.0 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, 54.0
 HE1092'FEET NORTHWEST OF A POWERLINE POLE IN THE NORTHWEST ANGLE
 HE1092'OF THE CROSSROAD, 45.8 FEET NORTH-NORTHWEST OF A WEST GATE
 HE1092'POST, 44.0 FEET NORTH OF AN EAST-WEST FENCE AND 33.5 FEET WEST
 HE1092'OF A NORTH-SOUTH FENCE.
 HE1092'
 HE1092'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FAULKNER NO 1 1964,
 HE1092'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE HEADWALL OF
 HE1092'A CULVERT FLUSH WITH THE ROAD SURFACE.  IT IS 21.0 FEET WEST
 HE1092'OF THE CENTERLINE OF THE PAVED ROAD, 14.0 FEET SOUTH OF THE
 HE1092'CENTERLINE OF THE GRAVELED ROAD AND AT ABOUT THE SAME ELEVATION
 HE1092'AS THE STATION.
 HE1092'
 HE1092'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FAULKNER NO 2
 HE1092'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 HE1092'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 77.5 FEET
 HE1092'WEST OF THE WEST GATE POST, 24.5 FEET NORTH OF THE CENTERLINE
 HE1092'OF THE GRAVELED ROAD, 1.5 FEET EAST OF THE WITNESS POST AND
 HE1092'AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE1092'
 HE1092'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FAULKNER 1964,
 HE1092'CEMENTED IN A DRILL HOLE IN THE TOP OF A SOUTH HEADWALL OF
 HE1092'A CONCRETE CULVERT.  THE HEADWALL PROJECTS 4 FEET ABOVE THE
 HE1092'ROAD SURFACE.  IT IS 34.6 FEET WEST OF THE CENTERLINE OF A
 HE1092'FIELD ROAD, 11.2 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD
 HE1092'AND 3.6 FEET EAST OF A WITNESS POST.  TO REACH THE MARK FROM
 HE1092'THE STATION GO EAST ON A GRAVELED ROAD FOR 0.25 MILE TO THE
 HE1092'MARK ON THE RIGHT.
 HE1092'
 HE1092'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HE1092
 HE1092                          STATION RECOVERY (1966)
 HE1092
 HE1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1092'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 HE1092'MARK WERE RECOVERED AS DESCRIBED.  THE STATION WAS OCCUPIED
 HE1092'FOR VERTICAL ANGLES ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1584 ***********************************************************************
 JF1584  DESIGNATION -  FEDERAL AVN AID MAST 2 4857
 JF1584  PID         -  JF1584
 JF1584  STATE/COUNTY-  KS/RICE
 JF1584  USGS QUAD   -  WINDOM SW (1983)
 JF1584
 JF1584                         *CURRENT SURVEY CONTROL
 JF1584  ___________________________________________________________________
 JF1584* NAD 83(1997)-  38 17 25.27159(N)    097 58 18.50415(W)     ADJUSTED  
 JF1584* NAVD 88     -                                                        
 JF1584  ___________________________________________________________________
 JF1584  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 JF1584  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 JF1584
 JF1584  HORZ ORDER  -  THIRD
 JF1584
 JF1584.The horizontal coordinates were established by classical geodetic methods
 JF1584.and adjusted by the National Geodetic Survey in October 1998..
 JF1584
 JF1584
 JF1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1584
 JF1584.The geoid height was determined by GEOID03.
 JF1584
 JF1584;                    North         East     Units Scale Factor Converg.
 JF1584;SPC KS S     -   580,338.100   446,206.772   MT  0.99995702   +0 19 28.5
 JF1584;UTM  14      - 4,238,531.068   589,916.671   MT  0.99969957   +0 38 13.8
 JF1584
 JF1584                          SUPERSEDED SURVEY CONTROL
 JF1584
 JF1584  NAD 83(1986)-  38 17 25.28012(N)    097 58 18.50485(W) AD(       ) 4
 JF1584  NAD 27      -  38 17 25.25322(N)    097 58 17.31433(W) AD(       ) 3
 JF1584
 JF1584.Superseded values are not recommended for survey control.
 JF1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1584.See file dsdata.txt to determine how the superseded data were derived.
 JF1584
 JF1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8991738531(NAD 83)
 JF1584_MARKER: 42 = RADIO/TV MAST
 JF1584
 JF1584  HISTORY     - Date     Condition        Report By
 JF1584  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1584
 JF1584                          STATION DESCRIPTION
 JF1584
 JF1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1584'THE FEDERAL AVIATION AID MAST 2-4857 IS LOCATED ABOUT 15 MILES
 JF1584'NORTH OF HUTCHINSON AND SIX MILES SOUTH OF LITTLE RIVER ON
 JF1584'GOVERNMENT PROPERTY.  THE POINT OBSERVED ON THIS STATION IS THE
 JF1584'RED LIGHT ATOP A RED AND WHITE MAST THAT IS 300 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0737 ***********************************************************************
 KH0737  DESIGNATION -  FEELY
 KH0737  PID         -  KH0737
 KH0737  STATE/COUNTY-  KS/DECATUR
 KH0737  USGS QUAD   -  ALLISON (1978)
 KH0737
 KH0737                         *CURRENT SURVEY CONTROL
 KH0737  ___________________________________________________________________
 KH0737* NAD 83(1997)-  39 36 37.10154(N)    100 18 40.65218(W)     ADJUSTED  
 KH0737* NAVD 88     -       792.     (meters)    2598.     (feet)  SCALED    
 KH0737  ___________________________________________________________________
 KH0737  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 KH0737  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 KH0737
 KH0737  HORZ ORDER  -  SECOND
 KH0737
 KH0737.The horizontal coordinates were established by classical geodetic methods
 KH0737.and adjusted by the National Geodetic Survey in October 1998..
 KH0737
 KH0737.The orthometric height was scaled from a topographic map.
 KH0737
 KH0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0737
 KH0737.The geoid height was determined by GEOID03.
 KH0737
 KH0737;                    North         East     Units Scale Factor Converg.
 KH0737;SPC KS N     -   144,294.373   201,538.673   MT  0.99997650   -1 27 44.6
 KH0737;UTM  14      - 4,385,327.791   387,432.944   MT  0.99975601   -0 50 10.0
 KH0737
 KH0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0737!SPC KS N     -   0.99987961  x   0.99997650  =   0.99985612
 KH0737!UTM  14      -   0.99987961  x   0.99975601  =   0.99963565
 KH0737
 KH0737:                Primary Azimuth Mark                     Grid Az
 KH0737:SPC KS N     -  JENNINGS MUNICIPAL TANK                  013 55 37.9
 KH0737:UTM  14      -  JENNINGS MUNICIPAL TANK                  013 18 03.3
 KH0737
 KH0737|---------------------------------------------------------------------|
 KH0737| PID    Reference Object                     Distance      Geod. Az  |
 KH0737|                                                           dddmmss.s |
 KH0737| KH0736 JENNINGS MUNICIPAL TANK             APPROX. 7.6 KM 0122753.3 |
 KH0737| CN9306 FEELY RM 1                           35.722 METERS 04534     |
 KH0737| CN9307 FEELY RM 2                           34.653 METERS 13337     |
 KH0737| KH0738 LEOVILLE IMM CON CH N CROSS         APPROX.13.2 KM 2560832.5 |
 KH0737| KH0740 DRESDEN R IS RR SHORTWAVE TWR       APPROX. 9.4 KM 2782038.8 |
 KH0737| CN9305 FEELY AZ MK                                        2785152.2 |
 KH0737|---------------------------------------------------------------------|
 KH0737
 KH0737                          SUPERSEDED SURVEY CONTROL
 KH0737
 KH0737  NAD 83(1997)-  39 36 37.10523(N)    100 18 40.65363(W) AD(       ) 2
 KH0737  NAD 83(1986)-  39 36 37.10637(N)    100 18 40.65487(W) AD(       ) 2
 KH0737  NAD 27      -  39 36 37.09500(N)    100 18 39.16100(W) AD(       ) 2
 KH0737
 KH0737.Superseded values are not recommended for survey control.
 KH0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0737.See file dsdata.txt to determine how the superseded data were derived.
 KH0737
 KH0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ8743385328(NAD 83)
 KH0737_MARKER: DS = TRIANGULATION STATION DISK
 KH0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0737
 KH0737  HISTORY     - Date     Condition        Report By
 KH0737  HISTORY     - 1950     MONUMENTED       CGS
 KH0737
 KH0737                          STATION DESCRIPTION
 KH0737
 KH0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0737'THE STATION IS LOCATED ABOUT 6 MILES WEST OF DRESDEN, ABOUT
 KH0737'5 MILES SOUTH OF JENNINGS, AND IS ON LAND OWNED BY CLARENCE
 KH0737'FEELY.  IT IS SITUATED NEAR THE SOUTHEAST CORNER OF A CULTIVATED
 KH0737'FIELD, 97 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 KH0737'IT IS STAMPED FEELY 1950 AND IS SET FLUSH WITH THE SURFACE OF
 KH0737'THE GROUND.
 KH0737'
 KH0737'REFERENCE MARK NO. 1 IS SET IN THE FENCE LINE, 32 FEET WEST
 KH0737'FROM THE CENTER OF THE ROAD.  IT IS STAMPED FEELY NO 1 1950
 KH0737'AND IS FLUSH WITH THE GROUND.
 KH0737'
 KH0737'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE, 32 FEET WEST
 KH0737'FROM THE CENTER OF THE ROAD, AND 1 FOOT NORTH OF A TELEPHONE POLE.
 KH0737'IT IS STAMPED FEELY NO 2 1950 AND IS FLUSH WITH THE GROUND.
 KH0737'
 KH0737'THE DISTANCE BETWEEN THE REFERENCE MARKS, NUMBER 1 AND 2, IS
 KH0737'160.4 FEET.
 KH0737'
 KH0737'THE AZIMUTH MARK IS LOCATED 25 FEET NORTH FROM THE CENTER OF THE
 KH0737'ROAD, 2 FEET EAST OF A POWER LINE POLE, AND 1 FOOT EAST OF A
 KH0737'WITNESS POST.  IT IS STAMPED FEELY 1950 AND PROJECTS 4 INCHES
 KH0737'ABOVE THE SURFACE OF THE GROUND.
 KH0737'
 KH0737'TO REACH THE STATION FROM THE DEPOT IN DRESDEN, GO NORTHEAST
 KH0737'ON U.S. HIGHWAY 383 FOR 0.8 MILE TO ITS JUNCTION WITH STATE ROUTE
 KH0737'9, TURN RIGHT AND FOLLOW STATE ROUTE 9 EASTERLY FOR 5.3 MILES
 KH0737'TO A CROSSROAD, TURN RIGHT ON A GRADED ROAD AND GO SOUTH FOR
 KH0737'1.0 MILE TO A CROSSROAD, (TURN RIGHT ON A DIRT ROAD AND GO WEST
 KH0737'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT) CONTINUE SOUTH
 KH0737'FROM THE CROSSROAD AND GO 0.05 MILE TO MR. FEELYS HOME AND THE
 KH0737'STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0889 ***********************************************************************
 HG0889  DESIGNATION -  FELLSBURG HIGH SCHOOL CHIMNEY
 HG0889  PID         -  HG0889
 HG0889  STATE/COUNTY-  KS/EDWARDS
 HG0889  USGS QUAD   -  FELLSBURG (1972)
 HG0889
 HG0889                         *CURRENT SURVEY CONTROL
 HG0889  ___________________________________________________________________
 HG0889* NAD 83(1997)-  37 48 37.73674(N)    099 10 38.65615(W)     ADJUSTED  
 HG0889* NAVD 88     -                                                        
 HG0889  ___________________________________________________________________
 HG0889  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 HG0889  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 HG0889
 HG0889  HORZ ORDER  -  THIRD
 HG0889
 HG0889.The horizontal coordinates were established by classical geodetic methods
 HG0889.and adjusted by the National Geodetic Survey in October 1998..
 HG0889
 HG0889
 HG0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0889
 HG0889.The geoid height was determined by GEOID03.
 HG0889
 HG0889;                    North         East     Units Scale Factor Converg.
 HG0889;SPC KS S     -   527,162.588   340,353.349   MT  0.99993766   -0 24 58.6
 HG0889;UTM  14      - 4,184,802.812   484,384.356   MT  0.99960300   -0 06 31.5
 HG0889
 HG0889                          SUPERSEDED SURVEY CONTROL
 HG0889
 HG0889  NAD 83(1997)-  37 48 37.74427(N)    099 10 38.65586(W) AD(       ) 4
 HG0889  NAD 83(1986)-  37 48 37.74111(N)    099 10 38.65343(W) AD(       ) 4
 HG0889  NAD 27      -  37 48 37.68000(N)    099 10 37.26000(W) AD(       ) 3
 HG0889
 HG0889.Superseded values are not recommended for survey control.
 HG0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0889.See file dsdata.txt to determine how the superseded data were derived.
 HG0889
 HG0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG8438484803(NAD 83)
 HG0889_MARKER: 85 = CHIMNEY
 HG0889
 HG0889  HISTORY     - Date     Condition        Report By
 HG0889  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0889  HISTORY     - 1934     GOOD             CGS
 HG0889
 HG0889                          STATION DESCRIPTION
 HG0889
 HG0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0889'POINT OBSERVED UPON IS CENTER OF CHIMNEY ON APPROXIMATE
 HG0889'CENTER OF BUILDING.  HIGH SCHOOL IS RED BRICK BUILDING.  LOCATED
 HG0889'ON EAST SIDE AND SOUTH END OF MAIN STREET.
 HG0889'
 HG0889'OBSERVED UPON STATIONS MILLER AND WOODS.
 HG0889
 HG0889                          STATION RECOVERY (1934)
 HG0889
 HG0889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCM)
 HG0889'THE STATION WAS RECOVERED AS DESCRIBED, BUT THE BUILDING IS NO
 HG0889'LONGER USED AS A SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0712 ***********************************************************************
 KH0712  DESIGNATION -  FELZIEN
 KH0712  PID         -  KH0712
 KH0712  STATE/COUNTY-  KS/CHEYENNE
 KH0712  USGS QUAD   -  BIRD CITY SOUTH NW (1981)
 KH0712
 KH0712                         *CURRENT SURVEY CONTROL
 KH0712  ___________________________________________________________________
 KH0712* NAD 83(1997)-  39 37 46.27186(N)    101 42 43.56019(W)     ADJUSTED  
 KH0712* NAVD 88     -      1082.     (meters)    3550.     (feet)  SCALED    
 KH0712  ___________________________________________________________________
 KH0712  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 KH0712  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 KH0712
 KH0712  HORZ ORDER  -  FIRST
 KH0712
 KH0712.The horizontal coordinates were established by classical geodetic methods
 KH0712.and adjusted by the National Geodetic Survey in October 1998..
 KH0712
 KH0712.The orthometric height was scaled from a topographic map.
 KH0712
 KH0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0712
 KH0712.The geoid height was determined by GEOID03.
 KH0712
 KH0712;                    North         East     Units Scale Factor Converg.
 KH0712;SPC KS N     -   150,425.799    81,399.053   MT  0.99997866   -2 20 55.3
 KH0712;UTM  14      - 4,390,154.086   267,233.320   MT  1.00026710   -1 43 50.2
 KH0712
 KH0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0712!SPC KS N     -   0.99983388  x   0.99997866  =   0.99981255
 KH0712!UTM  14      -   0.99983388  x   1.00026710  =   1.00010094
 KH0712
 KH0712:                Primary Azimuth Mark                     Grid Az
 KH0712:SPC KS N     -  WHEELER MORRISON CO ELEV N GAB           002 29 21.7
 KH0712:UTM  14      -  WHEELER MORRISON CO ELEV N GAB           001 52 16.6
 KH0712
 KH0712|---------------------------------------------------------------------|
 KH0712| PID    Reference Object                     Distance      Geod. Az  |
 KH0712|                                                           dddmmss.s |
 KH0712| KH0701 WHEELER MORRISON CO ELEV N GAB      APPROX.15.0 KM 0000826.4 |
 KH0712| KH0709 BIRD CITY MUNICIPAL TANK            APPROX.20.1 KM 0494846.4 |
 KH0712| CP8008 FELZIEN RM 1                         49.241 METERS 09015     |
 KH0712| KH0678 GOODLAND MUNICIPAL STANDPIPE        APPROX.31.0 KM 1801546.1 |
 KH0712| KH0535 FELZIEN AZ MK                                      1895659.3 |
 KH0712| CP8009 FELZIEN RM 2                         71.720 METERS 32841     |
 KH0712| KH0719 ST FRANCIS MUNICIPAL TANK           APPROX.17.3 KM 3352404.2 |
 KH0712| KH0700 WHEELER EQUITY EXCH ELEV N GAB      APPROX.15.0 KM 3594400.2 |
 KH0712|---------------------------------------------------------------------|
 KH0712
 KH0712                          SUPERSEDED SURVEY CONTROL
 KH0712
 KH0712  NAD 83(1997)-  39 37 46.27174(N)    101 42 43.55992(W) AD(       ) 1
 KH0712  NAD 83(1986)-  39 37 46.27148(N)    101 42 43.56030(W) AD(       ) 1
 KH0712  NAD 27      -  39 37 46.29300(N)    101 42 41.94300(W) AD(       ) 1
 KH0712
 KH0712.Superseded values are not recommended for survey control.
 KH0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0712.See file dsdata.txt to determine how the superseded data were derived.
 KH0712
 KH0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6723390154(NAD 83)
 KH0712_MARKER: DS = TRIANGULATION STATION DISK
 KH0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0712
 KH0712  HISTORY     - Date     Condition        Report By
 KH0712  HISTORY     - 1933     MONUMENTED       CGS
 KH0712  HISTORY     - 1941     SEE DESCRIPTION  CGS
 KH0712  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KH0712  HISTORY     - 1975     SEE DESCRIPTION  USGS
 KH0712
 KH0712                          STATION DESCRIPTION
 KH0712
 KH0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 KH0712'THE STATION IS LOCATED ABOUT 12 MILES SSE OF SAINT FRANCIS AND
 KH0712'ABOUT 19 MILES N OF GOODLAND.  IT IS ON LAND OWNED BY O.H.C.
 KH0712'FELZIEN AND IS IN SEC. 9, T 5 S, R 39 W.
 KH0712'
 KH0712'THE STATION IS ON A HILL ABOUT 0.3 MILE S OF MR. FELZIENS HOUSE
 KH0712'AND 0.2 MILE N OF A SECTION LINE ROAD.  MARK PROJECTS 2 INCHES
 KH0712'AND IS IN AN E AND W FENCE AND IS 160 FEET E OF THE CENTER LINE
 KH0712'OF HIGHWAY 27.
 KH0712'
 KH0712'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KH0712'BRONZE DISKS SET IN CONCRETE.
 KH0712'
 KH0712'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, AND IS IN THE SAME E
 KH0712'AND W FENCE LINE AS THE STATION AND IS E OF THE STATION.
 KH0712'
 KH0712'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, AND IS IN A N AND S
 KH0712'FENCE LINE PARALLELING HIGHWAY 27.  IT IS 29 FEET E OF THE
 KH0712'CENTER LINE OF HIGHWAY 27, NNW OF THE STATION.
 KH0712'
 KH0712'THE AZIMUTH MARK PROJECTS 3 INCHES, S OF THE STATION.  IT IS 37
 KH0712'FEET W OF THE CENTER LINE OF HIGHWAY 27 AND 30 FEET S OF THE
 KH0712'CENTER LINE OF AN E AND W SECTION LINE ROAD AND 4 FEET S OF A
 KH0712'TELEPHONE POLE ON WHICH THERE IS A SIGN LAWN RIDGE CHURCH 5
 KH0712'MILES WEST.
 KH0712'
 KH0712'TO REACH THE STATION FROM ST. FRANCIS GO E AND S 13.6 MILES ON
 KH0712'STATE HIGHWAY 27 TO A HILL WHICH IS 0.3 MILE S OF O.H.C. FELZIENS
 KH0712'HOUSE.  TO REACH THE STATION FROM GOODLAND GO 19.1 MILES N
 KH0712'FROM THE INTERSECTION OF STATE HIGHWAY 27 AND U.S. HIGHWAY 40
 KH0712'AT THE N EDGE OF GOODLAND ON STATE HIGHWAY 27 TO AN E AND W
 KH0712'SECTION LINE ROAD.  CONTINUE N 0.2 MILE ON STATE HIGHWAY 27 TO
 KH0712'TOP OF HILL AND STATION.
 KH0712'
 KH0712'A 50-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 KH0712
 KH0712                          STATION RECOVERY (1941)
 KH0712
 KH0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FS)
 KH0712'THE STATION SURFACE AND UNDERGROUND MARKS WERE LOWERED.  THE
 KH0712'SURFACE MARK DISK WAS THEN BROKEN OUT OF THE CONCRETE.
 KH0712'
 KH0712'R.M. 1 WAS LOWERED TO 18 INCHES BELOW THE SURFACE.  THE REFERENCE
 KH0712'MARK DISK WAS BROKEN OUT.
 KH0712'
 KH0712'TWO STAKES WERE DRIVEN FIRMLY IN THE GROUND WITH A BOARD
 KH0712'BETWEEN AND A PLUMB BOB OVER THE CENTER OF THE MARK AS DIRECTED.
 KH0712'
 KH0712'R.M. 2, IN THE N-S FENCE LINE, WAS LEFT IN PLACE.
 KH0712'
 KH0712'THE FOLLOWING STANDARD DISKS WERE RECEIVED IN THE OFFICE
 KH0712'4/18/41--STATION MARK STAMPED FELZIEN 1933 AND REFERENCE MARK
 KH0712'STAMPED FELZIEN NO 1 1933.
 KH0712
 KH0712                          STATION RECOVERY (1951)
 KH0712
 KH0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0712'THE STATION WAS FOUND ABOUT 16 INCHES BELOW THE SURFACE OF THE
 KH0712'GROUND IN A PLOWED FIELD.  THE SURFACE DISK  WAS
 KH0712'GONE FROM THE TOP OF THE CONCRETE POST APPEARING TO HAVE BEEN
 KH0712'TORN OUT BU CULTIVATING MACHINERY.  THE SURFACE MARK WAS REMOVED
 KH0712'AND THE UNDERGROUND MARK WAS FOUND IN EXCELLENT
 KH0712'CONDITION ABOUT 4.5 FEET BELOW THE SURFACE OF THE GROUND.  IT IS
 KH0712'4.804 METERS SOUTH OF FELZIEN 2 AND 165 FEET EAST OF THE CENTER
 KH0712'OF STATE HIGHWAY 27.  THE OLD SURFACE MARK WAS BURIED (NOT
 KH0712'PLUMBED) OVER THE UNDERGROUND MARK.
 KH0712
 KH0712                          STATION RECOVERY (1975)
 KH0712
 KH0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (HLS)
 KH0712'AZ--
 KH0712'
 KH0712'BM 2--
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0534 ***********************************************************************
 KH0534  DESIGNATION -  FELZIEN 2
 KH0534  PID         -  KH0534
 KH0534  STATE/COUNTY-  KS/CHEYENNE
 KH0534  USGS QUAD   -  BIRD CITY SOUTH NW (1981)
 KH0534
 KH0534                         *CURRENT SURVEY CONTROL
 KH0534  ___________________________________________________________________
 KH0534* NAD 83(1997)-  39 37 46.42647(N)    101 42 43.53626(W)     ADJUSTED  
 KH0534* NAVD 88     -      1103.782  (meters)    3621.32   (feet)  ADJUSTED  
 KH0534  ___________________________________________________________________
 KH0534  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 KH0534  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 KH0534  DYNAMIC HT  -        1102.899 (meters)    3618.43  (feet)  COMP
 KH0534  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 KH0534
 KH0534  HORZ ORDER  -  SECOND
 KH0534  VERT ORDER  -  SECOND    CLASS 0
 KH0534
 KH0534.The horizontal coordinates were established by classical geodetic methods
 KH0534.and adjusted by the National Geodetic Survey in October 1998..
 KH0534
 KH0534.The orthometric height was determined by differential leveling
 KH0534.and adjusted by the National Geodetic Survey in June 1991..
 KH0534
 KH0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0534
 KH0534.The geoid height was determined by GEOID03.
 KH0534
 KH0534.The dynamic height is computed by dividing the NAVD 88
 KH0534.geopotential number by the normal gravity value computed on the
 KH0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0534.degrees latitude (g = 980.6199 gals.).
 KH0534
 KH0534.The modeled gravity was interpolated from observed gravity values.
 KH0534
 KH0534;                    North         East     Units Scale Factor Converg.
 KH0534;SPC KS N     -   150,430.539    81,399.819   MT  0.99997867   -2 20 55.3
 KH0534;UTM  14      - 4,390,158.836   267,234.034   MT  1.00026710   -1 43 50.2
 KH0534
 KH0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0534!SPC KS N     -   0.99983054  x   0.99997867  =   0.99980921
 KH0534!UTM  14      -   0.99983054  x   1.00026710  =   1.00009759
 KH0534
 KH0534|---------------------------------------------------------------------|
 KH0534| PID    Reference Object                     Distance      Geod. Az  |
 KH0534|                                                           dddmmss.s |
 KH0534| CP8011 FELZIEN 2 RM 1                       78.219 METERS 20739     |
 KH0534| CP8012 FELZIEN 2 RM 2                       39.725 METERS 29637     |
 KH0534| CP8010 FELZIEN 2 AZ MK                                    3560628.9 |
 KH0534| KH0703 WHEELER EQUITY COOP ELEVATOR        APPROX.15.0 KM 3592925.1 |
 KH0534|---------------------------------------------------------------------|
 KH0534
 KH0534                          SUPERSEDED SURVEY CONTROL
 KH0534
 KH0534  NAD 83(1997)-  39 37 46.42635(N)    101 42 43.53600(W) AD(       ) 2
 KH0534  NAD 83(1986)-  39 37 46.42608(N)    101 42 43.53639(W) AD(       ) 2
 KH0534  NAD 27      -  39 37 46.44800(N)    101 42 41.91900(W) AD(       ) 2
 KH0534  NGVD 29 (??/??/92) 1103.336  (m)         3619.86   (f) ADJ UNCH    2 0
 KH0534
 KH0534.Superseded values are not recommended for survey control.
 KH0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0534.See file dsdata.txt to determine how the superseded data were derived.
 KH0534
 KH0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6723490159(NAD 83)
 KH0534_MARKER: DR = REFERENCE MARK DISK
 KH0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0534_STAMPING: FELZIEN NO 2 1933
 KH0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0534+STABILITY: SURFACE MOTION
 KH0534
 KH0534  HISTORY     - Date     Condition        Report By
 KH0534  HISTORY     - 1951     MONUMENTED       CGS
 KH0534  HISTORY     - 1935     GOOD             NGS
 KH0534
 KH0534                          STATION DESCRIPTION
 KH0534
 KH0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0534'THE STATION IS LOCATED ABOUT 19 MILES NORTH OF GOODLAND AND ON
 KH0534'THE HIGHEST POINT OF A HILL IN A CULTIVATED FIELD.  IT IS 170.0
 KH0534'FEET EAST OF THE CENTER OF STATE HIGHWAY 27.  IT IS SET 18
 KH0534'INCHES UNDERGROUND AND STAMPED FELZIEN 2 1951.
 KH0534'
 KH0534'REFERENCE MARK NO. 1 IS 50.0 FEET EAST OF THE CENTER OF STATE
 KH0534'HIGHWAY 27 AND 0.5 FOOT NORTH OF A TELEPHONE POLE.  IT IS A
 KH0534'STANDARD REFERENCE MARK DISK SET ON A 3 INCH CASTIRON PIPE
 KH0534'PROJECTING 4 INCHES AND STAMPED FELZIEN 2 NO 2 1951.
 KH0534'
 KH0534'REFERENCE MARK NO. 2 IS 50.0 FEET EAST OF THE CENTER OF STATE
 KH0534'HIGHWAY 27 AND 0.5 FOOT SOUTH OF A TELEPHONE POLE.  IT IS A
 KH0534'STANDARD REFERENCE MARK DISK SET ON A 3 INCH CASTIRON PIPE
 KH0534'PROJECTING 4 INCHES AND STAMPED FELZIEN 2 NO 2 1951.
 KH0534'
 KH0534'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0534'NO. 2 IS 284.8 FEET.
 KH0534'
 KH0534'THE AZIMUTH MARK IS 49.0 FEET EAST OF THE CENTER OF STATE
 KH0534'HIGHWAY 27, 30.0 FEET NORTH OF THE CENTER OF A FARM YARD ENTRANCE,
 KH0534'2.0 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT WEST OF A FENCE
 KH0534'CORNER POST.  IT IS SET FLUSH AND STAMPED FELZIEN 2 1951.
 KH0534'
 KH0534'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 KH0534'HIGHWAY 27 FOR 0.3 MILE TO A FARM YARD AND THE AZIMUTH MARK
 KH0534'ON THE RIGHT AS DESCRIBED.
 KH0534'
 KH0534'TO REACH THE STATION FROM THE POST OFFICE IN GOODLAND, GO
 KH0534'EAST 0.2 MILE TO STATE HIGHWAY 27, TURN LEFT AND GO NORTH ON
 KH0534'STATE HIGHWAY 27 FOR 18.1 MILES TO A SCHOOL HOUSE ON THE LEFT,
 KH0534'CONTINUE NORTH ON STATE HIGHWAY 27 FOR 1.2 MILES TO A HILL AND
 KH0534'THE STATION ON THE RIGHT AS DESCRIBED.
 KH0534
 KH0534                          STATION RECOVERY (1935)
 KH0534
 KH0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 KH0534'9.3 MI S FROM WHEELER.
 KH0534'9.3 MI. S. OF DEPOT ALONG STATE HWY. 27 ABOUT 0.3 MI. S. OF A RANCH
 KH0534'HOUSE, 33 FT. E. OF THE CENTER LINE OF THE HWY., 66 YDS. N. OF
 KH0534'A T CORNER IN THE FENCE, AND 1 FT. E. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0535 ***********************************************************************
 KH0535  DESIGNATION -  FELZIEN AZ MK
 KH0535  PID         -  KH0535
 KH0535  STATE/COUNTY-  KS/CHEYENNE
 KH0535  USGS QUAD   -  BIRD CITY SOUTH NW (1981)
 KH0535
 KH0535                         *CURRENT SURVEY CONTROL
 KH0535  ___________________________________________________________________
 KH0535* NAD 83(1986)-  39 37 34.     (N)    101 42 47.     (W)     SCALED    
 KH0535* NAVD 88     -      1100.411  (meters)    3610.27   (feet)  ADJUSTED  
 KH0535  ___________________________________________________________________
 KH0535  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 KH0535  DYNAMIC HT  -        1099.531 (meters)    3607.38  (feet)  COMP
 KH0535  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 KH0535
 KH0535  VERT ORDER  -  SECOND    CLASS 0
 KH0535
 KH0535.The horizontal coordinates were scaled from a topographic map and have
 KH0535.an estimated accuracy of +/- 6 seconds.
 KH0535
 KH0535.The orthometric height was determined by differential leveling
 KH0535.and adjusted by the National Geodetic Survey in June 1991..
 KH0535
 KH0535.The geoid height was determined by GEOID03.
 KH0535
 KH0535.The dynamic height is computed by dividing the NAVD 88
 KH0535.geopotential number by the normal gravity value computed on the
 KH0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0535.degrees latitude (g = 980.6199 gals.).
 KH0535
 KH0535.The modeled gravity was interpolated from observed gravity values.
 KH0535
 KH0535;                    North         East    Units  Estimated Accuracy
 KH0535;SPC KS N     -   150,050.       81,300.      MT  (+/- 180 meters Scaled)
 KH0535
 KH0535                          SUPERSEDED SURVEY CONTROL
 KH0535
 KH0535  NGVD 29 (??/??/92) 1099.965  (m)         3608.80   (f) ADJ UNCH    2 0
 KH0535
 KH0535.Superseded values are not recommended for survey control.
 KH0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0535.See file dsdata.txt to determine how the superseded data were derived.
 KH0535
 KH0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ671897(NAD 83)
 KH0535_MARKER: DZ = AZIMUTH MARK DISK
 KH0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0535_STAMPING: FELZIEN AZIMUTH 1933
 KH0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0535+STABILITY: SURFACE MOTION
 KH0535
 KH0535  HISTORY     - Date     Condition        Report By
 KH0535  HISTORY     - 1933     MONUMENTED       CGS
 KH0535  HISTORY     - 1935     GOOD             NGS
 KH0535
 KH0535                          STATION DESCRIPTION
 KH0535
 KH0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KH0535'9.5 MI S FROM WHEELER.
 KH0535'9.5 MI. S. OF DEPOT ALONG STATE HWY. 27 AT A CROSS ROAD, 35
 KH0535'FT. W. OF THE CENTER LINE OF THE HWY., 30 FT. S. OF THE CENTER
 KH0535'LINE OF AN E-W CROSS ROAD, AND 4 FT. S. OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1482 ***********************************************************************
 JE1482  DESIGNATION -  FENCE
 JE1482  PID         -  JE1482
 JE1482  STATE/COUNTY-  KS/COFFEY
 JE1482  USGS QUAD   -  LEBO (1973)
 JE1482
 JE1482                         *CURRENT SURVEY CONTROL
 JE1482  ___________________________________________________________________
 JE1482* NAD 83(1997)-  38 25 36.70582(N)    095 47 03.53513(W)     ADJUSTED  
 JE1482* NAVD 88     -       349.967  (meters)    1148.18   (feet)  ADJUSTED  
 JE1482  ___________________________________________________________________
 JE1482  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 JE1482  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JE1482  DYNAMIC HT  -         349.716 (meters)    1147.36  (feet)  COMP
 JE1482  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 JE1482
 JE1482  HORZ ORDER  -  SECOND
 JE1482  VERT ORDER  -  SECOND    CLASS 0
 JE1482
 JE1482.The horizontal coordinates were established by classical geodetic methods
 JE1482.and adjusted by the National Geodetic Survey in October 1998..
 JE1482
 JE1482.The orthometric height was determined by differential leveling
 JE1482.and adjusted by the National Geodetic Survey in June 1991..
 JE1482
 JE1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1482
 JE1482.The geoid height was determined by GEOID03.
 JE1482
 JE1482.The dynamic height is computed by dividing the NAVD 88
 JE1482.geopotential number by the normal gravity value computed on the
 JE1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1482.degrees latitude (g = 980.6199 gals.).
 JE1482
 JE1482.The modeled gravity was interpolated from observed gravity values.
 JE1482
 JE1482;                    North         East     Units Scale Factor Converg.
 JE1482;SPC KS S     -   598,812.921   637,096.665   MT  0.99997534   +1 40 07.9
 JE1482;UTM  15      - 4,256,850.127   256,946.350   MT  1.00032758   -1 43 52.8
 JE1482
 JE1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1482!SPC KS S     -   0.99994998  x   0.99997534  =   0.99992532
 JE1482!UTM  15      -   0.99994998  x   1.00032758  =   1.00027754
 JE1482
 JE1482:                Primary Azimuth Mark                     Grid Az
 JE1482:SPC KS S     -  FENCE RM 3 AZIMUTH                       090 08 29.3
 JE1482:UTM  15      -  FENCE RM 3 AZIMUTH                       093 32 30.0
 JE1482
 JE1482|---------------------------------------------------------------------|
 JE1482| PID    Reference Object                     Distance      Geod. Az  |
 JE1482|                                                           dddmmss.s |
 JE1482| JE1484 FENCE RM 3 AZIMUTH                                 0914837.2 |
 JE1482| JE1735 HALLS SUMMIT MICROWAVE TOWER        APPROX.14.0 KM 1364044.4 |
 JE1482| JE1483 FENCE RM 1                            9.744 METERS 18444     |
 JE1482| JE1481 FENCE RM 2                           10.677 METERS 25022     |
 JE1482| JE1754 LEBO GRANGE COOP ELEV STAFF         APPROX. 6.8 KM 2574510.5 |
 JE1482| JE1750 LEBO MUNICIPAL TANK                 APPROX. 6.7 KM 2583343.5 |
 JE1482|---------------------------------------------------------------------|
 JE1482
 JE1482                          SUPERSEDED SURVEY CONTROL
 JE1482
 JE1482  NAD 83(1986)-  38 25 36.71181(N)    095 47 03.53662(W) AD(       ) 2
 JE1482  NAD 27      -  38 25 36.65560(N)    095 47 02.58275(W) AD(       ) 2
 JE1482  NGVD 29 (??/??/92)  349.807  (m)         1147.66   (f) ADJ UNCH    2 0
 JE1482
 JE1482.Superseded values are not recommended for survey control.
 JE1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1482.See file dsdata.txt to determine how the superseded data were derived.
 JE1482
 JE1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5694656850(NAD 83)
 JE1482_MARKER: DS = TRIANGULATION STATION DISK
 JE1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1482_STAMPING: FENCE 1974
 JE1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1482+STABILITY: SURFACE MOTION
 JE1482
 JE1482  HISTORY     - Date     Condition        Report By
 JE1482  HISTORY     - 1974     MONUMENTED       NGS
 JE1482  HISTORY     - 1974     GOOD             NGS
 JE1482
 JE1482                          STATION DESCRIPTION
 JE1482
 JE1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1482'THE STATION IS ABOUT 8 MILES WEST AND 5-1/2 MILES SOUTH OF MELVERN,
 JE1482'4 MILES SOUTH AND 1-1/2 MILES WEST OF OLIVET, 4 MILES EAST AND 1
 JE1482'MILE NORTH OF LEBO AND ON THE EAST RIGHT-OF-WAY OF A GRAVELED ROAD,
 JE1482'AT THE NORTH END OF AN OVERPASS OVER INTERSTATE HIGHWAY 35.
 JE1482'
 JE1482'TO REACH THE STATION FROM THE POST OFFICE IN LEBO, GO SOUTH ON STATE
 JE1482'HIGHWAY 131 FOR 0.75 MILE TO THE JUNCTION WITH U.S. HIGHWAY 50.
 JE1482'TURN LEFT AND GO EAST ON HIGHWAY 50 FOR 3.95 MILES TO A GRAVELED
 JE1482'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 1.5
 JE1482'MILES TO THE NORTH END OF THE OVERPASS AND THE STATION ON THE
 JE1482'RIGHT.
 JE1482'
 JE1482'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON INTERSTATE
 JE1482'HIGHWAY 35 FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 JE1482'
 JE1482'STATION MARKS ARE STANDARD DISKS, STAMPED FENCE 1974.  THE SURFACE
 JE1482'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JE1482'THAT IS FLUSH WITH THE GROUND.  IT IS 17.0 FEET EAST OF THE CENTER
 JE1482'OF A GRAVELED ROAD, 10.5 FEET NORTHEAST OF THE NORTHEAST END OF THE
 JE1482'OVERPASS, 4.3 FEET SOUTHEAST OF A WITNESS POST AND 4.0 FEET EAST
 JE1482'OF A GUARD RAIL.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 JE1482'OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 JE1482'
 JE1482'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FENCE NO 1 1974,
 JE1482'CEMENTED IN A DRILL HOLE IN THE CONCRETE RAILING OF THE CONCRETE
 JE1482'OVERPASS.  IT IS 34.5 FEET SOUTH OF THE WITNESS POST, 22.3 FEET
 JE1482'SOUTH OF THE NORTHEAST END OF THE BRIDGE, 14.0 FEET EAST OF
 JE1482'THE CENTER OF THE OVERPASS AND ABOUT 2 FEET HIGHER THAN THE
 JE1482'STATION.
 JE1482'
 JE1482'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FENCE NO 2 1974,
 JE1482'CEMENTED IN A DRILL HOLE IN THE CONCRETE RAILING OF THE CONCRETE
 JE1482'OVERPASS.  IT IS 33.1 FEET WEST OF THE WITNESS POST, 16.0 FEET WEST
 JE1482'OF THE CENTER OF THE OVERPASS, 2.1 FEET SOUTH OF THE NORTHWEST END OF
 JE1482'THE OVERPASS AND ABOUT 2 FEET HIGHER THAN THE STATION.
 JE1482'
 JE1482'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FENCE NO 3 1974,
 JE1482'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE NORTH LEG OF
 JE1482'A LARGE EXIT SIGN, (EXIT 155).  IT IS 63.0 FEET SOUTH OF THE
 JE1482'CENTER OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY 35, 1.3 FEET
 JE1482'SOUTH OF A WITNESS POST AND 1.0 FOOT NORTH OF THE NORTH LEG OF THE
 JE1482'SIGN.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 JE1482'
 JE1482'STATION IS IN SEC. 5, R. 14 E., T. 18 S.
 JE1482'
 JE1482'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
 JE1482
 JE1482                          STATION RECOVERY (1974)
 JE1482
 JE1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1482'4.1 MI E FROM LEBO.
 JE1482'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1482'STATE HIGHWAY 131 (EXIT NO. 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1482'GO EAST ALONG I-35 FOR 4.1 MILES TO THE MARK SET IN THE TOP OF A
 JE1482'CONCRETE POST FLUSH WITH THE GROUND, 31.97 FEET NORTH OF RM 1, 35.03
 JE1482'FEET EAST OF RM 2, 10.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 JE1482'OVERPASS, 17 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 JE1482'4.3 FEET SOUTHEAST OF A METAL WITNESS SIGN, 4 FEET EAST OF A GUARD
 JE1482'RAIL AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1483 ***********************************************************************
 JE1483  DESIGNATION -  FENCE RM 1
 JE1483  PID         -  JE1483
 JE1483  STATE/COUNTY-  KS/COFFEY
 JE1483  USGS QUAD   -  LEBO (1973)
 JE1483
 JE1483                         *CURRENT SURVEY CONTROL
 JE1483  ___________________________________________________________________
 JE1483* NAD 83(1986)-  38 25 37.     (N)    095 47 04.     (W)     SCALED    
 JE1483* NAVD 88     -       350.366  (meters)    1149.49   (feet)  ADJUSTED  
 JE1483  ___________________________________________________________________
 JE1483  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JE1483  DYNAMIC HT  -         350.115 (meters)    1148.67  (feet)  COMP
 JE1483  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 JE1483
 JE1483  VERT ORDER  -  SECOND    CLASS 0
 JE1483
 JE1483.The horizontal coordinates were scaled from a topographic map and have
 JE1483.an estimated accuracy of +/- 6 seconds.
 JE1483
 JE1483.The orthometric height was determined by differential leveling
 JE1483.and adjusted by the National Geodetic Survey in June 1991..
 JE1483
 JE1483.The geoid height was determined by GEOID03.
 JE1483
 JE1483.The dynamic height is computed by dividing the NAVD 88
 JE1483.geopotential number by the normal gravity value computed on the
 JE1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1483.degrees latitude (g = 980.6199 gals.).
 JE1483
 JE1483.The modeled gravity was interpolated from observed gravity values.
 JE1483
 JE1483;                    North         East    Units  Estimated Accuracy
 JE1483;SPC KS S     -   598,820.      637,090.      MT  (+/- 180 meters Scaled)
 JE1483
 JE1483                          SUPERSEDED SURVEY CONTROL
 JE1483
 JE1483  NGVD 29 (??/??/92)  350.206  (m)         1148.97   (f) ADJ UNCH    2 0
 JE1483
 JE1483.Superseded values are not recommended for survey control.
 JE1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1483.See file dsdata.txt to determine how the superseded data were derived.
 JE1483
 JE1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC569568(NAD 83)
 JE1483_MARKER: DR = REFERENCE MARK DISK
 JE1483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1483_SP_SET: OVERPASS
 JE1483_STAMPING: FENCE NO 1 1974
 JE1483
 JE1483  HISTORY     - Date     Condition        Report By
 JE1483  HISTORY     - 1974     MONUMENTED       NGS
 JE1483
 JE1483                          STATION DESCRIPTION
 JE1483
 JE1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1483'4.1 MI E FROM LEBO.
 JE1483'AT THE FENCE STATION SITE.  THE MARK IS SET IN THE CONCRETE BANISTER
 JE1483'OF THE OVERPASS, 31.97 FEET SOUTH OF THE STATION, 34.5 FEET SOUTH OF
 JE1483'THE METAL WITNESS SIGN, 22.3 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 JE1483'OVERPASS, 14 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD AND IS
 JE1483'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1481 ***********************************************************************
 JE1481  DESIGNATION -  FENCE RM 2
 JE1481  PID         -  JE1481
 JE1481  STATE/COUNTY-  KS/COFFEY
 JE1481  USGS QUAD   -  LEBO (1973)
 JE1481
 JE1481                         *CURRENT SURVEY CONTROL
 JE1481  ___________________________________________________________________
 JE1481* NAD 83(1986)-  38 25 37.     (N)    095 47 04.     (W)     SCALED    
 JE1481* NAVD 88     -       350.781  (meters)    1150.85   (feet)  ADJUSTED  
 JE1481  ___________________________________________________________________
 JE1481  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 JE1481  DYNAMIC HT  -         350.529 (meters)    1150.03  (feet)  COMP
 JE1481  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 JE1481
 JE1481  VERT ORDER  -  SECOND    CLASS 0
 JE1481
 JE1481.The horizontal coordinates were scaled from a topographic map and have
 JE1481.an estimated accuracy of +/- 6 seconds.
 JE1481
 JE1481.The orthometric height was determined by differential leveling
 JE1481.and adjusted by the National Geodetic Survey in June 1991..
 JE1481
 JE1481.The geoid height was determined by GEOID03.
 JE1481
 JE1481.The dynamic height is computed by dividing the NAVD 88
 JE1481.geopotential number by the normal gravity value computed on the
 JE1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1481.degrees latitude (g = 980.6199 gals.).
 JE1481
 JE1481.The modeled gravity was interpolated from observed gravity values.
 JE1481
 JE1481;                    North         East    Units  Estimated Accuracy
 JE1481;SPC KS S     -   598,820.      637,090.      MT  (+/- 180 meters Scaled)
 JE1481
 JE1481                          SUPERSEDED SURVEY CONTROL
 JE1481
 JE1481  NGVD 29 (??/??/92)  350.621  (m)         1150.33   (f) ADJ UNCH    2 0
 JE1481
 JE1481.Superseded values are not recommended for survey control.
 JE1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1481.See file dsdata.txt to determine how the superseded data were derived.
 JE1481
 JE1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC569568(NAD 83)
 JE1481_MARKER: DR = REFERENCE MARK DISK
 JE1481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1481_SP_SET: OVERPASS
 JE1481_STAMPING: FENCE NO 2 1974
 JE1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1481
 JE1481  HISTORY     - Date     Condition        Report By
 JE1481  HISTORY     - 1974     MONUMENTED       NGS
 JE1481
 JE1481                          STATION DESCRIPTION
 JE1481
 JE1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1481'4.1 MI E FROM LEBO.
 JE1481'AT THE FENCE STATION SITE.  THE MARK IS SET IN THE TOP OF THE WEST
 JE1481'BANISTER OF THE OVERPASS, 35.03 FEET WEST-SOUTHWEST OF THE STATION,
 JE1481'33.3 FEET WEST OF THE METAL WITNESS SIGN, 16 FEET WEST OF THE
 JE1481'APPROXIMATE CENTER OF THE GRAVEL ROAD, 2.1 FEET SOUTH OF THE NORTHWEST
 JE1481'CORNER OF THE BRIDGE AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1484 ***********************************************************************
 JE1484  DESIGNATION -  FENCE RM 3 AZIMUTH
 JE1484  PID         -  JE1484
 JE1484  STATE/COUNTY-  KS/COFFEY
 JE1484  USGS QUAD   -  LEBO (1973)
 JE1484
 JE1484                         *CURRENT SURVEY CONTROL
 JE1484  ___________________________________________________________________
 JE1484* NAD 83(1986)-  38 25 35.     (N)    095 46 07.     (W)     SCALED    
 JE1484* NAVD 88     -       334.531  (meters)    1097.54   (feet)  ADJUSTED  
 JE1484  ___________________________________________________________________
 JE1484  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JE1484  DYNAMIC HT  -         334.291 (meters)    1096.75  (feet)  COMP
 JE1484  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 JE1484
 JE1484  VERT ORDER  -  SECOND    CLASS 0
 JE1484
 JE1484.The horizontal coordinates were scaled from a topographic map and have
 JE1484.an estimated accuracy of +/- 6 seconds.
 JE1484
 JE1484.The orthometric height was determined by differential leveling
 JE1484.and adjusted by the National Geodetic Survey in June 1991..
 JE1484
 JE1484.The geoid height was determined by GEOID03.
 JE1484
 JE1484.The dynamic height is computed by dividing the NAVD 88
 JE1484.geopotential number by the normal gravity value computed on the
 JE1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1484.degrees latitude (g = 980.6199 gals.).
 JE1484
 JE1484.The modeled gravity was interpolated from observed gravity values.
 JE1484
 JE1484;                    North         East    Units  Estimated Accuracy
 JE1484;SPC KS S     -   598,800.      638,470.      MT  (+/- 180 meters Scaled)
 JE1484
 JE1484                          SUPERSEDED SURVEY CONTROL
 JE1484
 JE1484  NGVD 29 (??/??/92)  334.371  (m)         1097.02   (f) ADJ UNCH    2 0
 JE1484
 JE1484.Superseded values are not recommended for survey control.
 JE1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1484.See file dsdata.txt to determine how the superseded data were derived.
 JE1484
 JE1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC583567(NAD 83)
 JE1484_MARKER: DR = REFERENCE MARK DISK
 JE1484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1484_SP_SET: BASE
 JE1484_STAMPING: FENCE NO 3 1974
 JE1484
 JE1484  HISTORY     - Date     Condition        Report By
 JE1484  HISTORY     - 1974     MONUMENTED       NGS
 JE1484
 JE1484                          STATION DESCRIPTION
 JE1484
 JE1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1484'4.9 MI E FROM LEBO.
 JE1484'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1484'STATE HIGHWAY 131 (EXIT NO. 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1484'GO EAST ALONG I-35 FOR 4.9 MILES TO THE MARK SET IN THE TOP OF THE
 JE1484'CONCRETE BASE OF A LARGE EXIT SIGN.  THE MARK IS 63 FEET SOUTH OF THE
 JE1484'CENTERLINE OF THE EAST BOUND LANE OF I-35, 1.3 FEET SOUTH OF A METAL
 JE1484'WITNESS SIGN AND 1 FOOT NORTH OF THE NORTH LEG OF THE SIGN AND IS
 JE1484'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0632 ***********************************************************************
 KF0632  DESIGNATION -  FF 115
 KF0632  PID         -  KF0632
 KF0632  STATE/COUNTY-  KS/RILEY
 KF0632  USGS QUAD   -  MANHATTAN (1991)
 KF0632
 KF0632                         *CURRENT SURVEY CONTROL
 KF0632  ___________________________________________________________________
 KF0632* NAD 83(1986)-  39 10 41.     (N)    096 33 44.     (W)     SCALED    
 KF0632* NAVD 88     -       310.556  (meters)    1018.88   (feet)  ADJUSTED  
 KF0632  ___________________________________________________________________
 KF0632  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 KF0632  DYNAMIC HT  -         310.350 (meters)    1018.21  (feet)  COMP
 KF0632  MODELED GRAV-     979,956.3   (mgal)                       NAVD 88
 KF0632
 KF0632  VERT ORDER  -  FIRST     CLASS II
 KF0632
 KF0632.The horizontal coordinates were scaled from a topographic map and have
 KF0632.an estimated accuracy of +/- 6 seconds.
 KF0632
 KF0632.The orthometric height was determined by differential leveling
 KF0632.and adjusted by the National Geodetic Survey in June 1991..
 KF0632.WARNING-Repeat measurements at this control monument indicate possible
 KF0632.vertical movement.
 KF0632
 KF0632.The geoid height was determined by GEOID03.
 KF0632
 KF0632.The dynamic height is computed by dividing the NAVD 88
 KF0632.geopotential number by the normal gravity value computed on the
 KF0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0632.degrees latitude (g = 980.6199 gals.).
 KF0632
 KF0632.The modeled gravity was interpolated from observed gravity values.
 KF0632
 KF0632;                    North         East    Units  Estimated Accuracy
 KF0632;SPC KS N     -    94,760.      524,230.      MT  (+/- 180 meters Scaled)
 KF0632
 KF0632                          SUPERSEDED SURVEY CONTROL
 KF0632
 KF0632  NGVD 29 (??/??/92)  310.413  (m)         1018.41   (f) ADJ UNCH    1 2
 KF0632
 KF0632.Superseded values are not recommended for survey control.
 KF0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0632.See file dsdata.txt to determine how the superseded data were derived.
 KF0632
 KF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ105393(NAD 83)
 KF0632_MARKER: DB = BENCH MARK DISK
 KF0632_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KF0632+WITH SETTING: PAVEMENT
 KF0632_SP_SET: BANNISTER
 KF0632_STAMPING: FF 115 1934
 KF0632_MARK LOGO: CGS   
 KF0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0632+STABILITY: SURFACE MOTION
 KF0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KF0632+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 KF0632
 KF0632  HISTORY     - Date     Condition        Report By
 KF0632  HISTORY     - 1934     MONUMENTED       CGS
 KF0632  HISTORY     - 1970     GOOD             NGS
 KF0632  HISTORY     - 1986     GOOD             NGS
 KF0632  HISTORY     - 20050204 GOOD             GEOCAC
 KF0632
 KF0632                          STATION DESCRIPTION
 KF0632
 KF0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0632'AT MANHATTAN.
 KF0632'AT MANHATTAN, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF
 KF0632'HOUSTON AND 4TH STREETS, AT THE HOUSTON STREET ENTRANCE TO THE
 KF0632'FEDERAL BUILDING, SET IN THE TOP OF THE SOUTH END OF THE STONE
 KF0632'WALL AT THE WEST END OF THE STEPS FOR THE NORTH ENTRANCE TO
 KF0632'THE BUILDING, 26 FEET SOUTH OF THE SOUTH CURB OF HOUSTON STREET,
 KF0632'1.4 FEET NORTH OF THE NORTH FACE OF THE NORTH WALL OF THE
 KF0632'BUILDING, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 KF0632'SEC 18, T 10 S, R 8 E
 KF0632
 KF0632                          STATION RECOVERY (1986)
 KF0632
 KF0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0632'RECOVERED IN GOOD CONDITION.
 KF0632
 KF0632                          STATION RECOVERY (2005)
 KF0632
 KF0632'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0632'BUILDING IS NOW OCCUPIED BY THE NORTH CENTRAL FLINT HILLS AREA AGENCY
 KF0632'ON AGING, INC.  REMAINDER OF DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0774 ***********************************************************************
 HF0774  DESIGNATION -  FIELD
 HF0774  PID         -  HF0774
 HF0774  STATE/COUNTY-  KS/SUMNER
 HF0774  USGS QUAD   -  MAYFIELD (1971)
 HF0774
 HF0774                         *CURRENT SURVEY CONTROL
 HF0774  ___________________________________________________________________
 HF0774* NAD 83(1997)-  37 15 55.14614(N)    097 31 56.10774(W)     ADJUSTED  
 HF0774* NAVD 88     -       393.209  (meters)    1290.05   (feet)  ADJUSTED  
 HF0774  ___________________________________________________________________
 HF0774  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HF0774  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0774  DYNAMIC HT  -         392.887 (meters)    1289.00  (feet)  COMP
 HF0774  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 HF0774
 HF0774  HORZ ORDER  -  SECOND
 HF0774  VERT ORDER  -  SECOND    CLASS 0
 HF0774
 HF0774.The horizontal coordinates were established by classical geodetic methods
 HF0774.and adjusted by the National Geodetic Survey in October 1998..
 HF0774
 HF0774.The orthometric height was determined by differential leveling
 HF0774.and adjusted by the National Geodetic Survey in June 1991..
 HF0774
 HF0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0774
 HF0774.The geoid height was determined by GEOID03.
 HF0774
 HF0774.The dynamic height is computed by dividing the NAVD 88
 HF0774.geopotential number by the normal gravity value computed on the
 HF0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0774.degrees latitude (g = 980.6199 gals.).
 HF0774
 HF0774.The modeled gravity was interpolated from observed gravity values.
 HF0774
 HF0774;                    North         East     Units Scale Factor Converg.
 HF0774;SPC KS S     -   466,887.194   485,839.111   MT  1.00000027   +0 35 40.9
 HF0774;UTM  14      - 4,125,315.130   630,143.108   MT  0.99980864   +0 53 19.9
 HF0774
 HF0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0774!SPC KS S     -   0.99994279  x   1.00000027  =   0.99994306
 HF0774!UTM  14      -   0.99994279  x   0.99980864  =   0.99975144
 HF0774
 HF0774:                Primary Azimuth Mark                     Grid Az
 HF0774:SPC KS S     -  WELLINGTON MUNICIPAL TANK                084 29 07.6
 HF0774:UTM  14      -  WELLINGTON MUNICIPAL TANK                084 11 28.6
 HF0774
 HF0774|---------------------------------------------------------------------|
 HF0774| PID    Reference Object                     Distance      Geod. Az  |
 HF0774|                                                           dddmmss.s |
 HF0774| HF1355 WELLINGTON MUNICIPAL TANK           APPROX.12.4 KM 0850448.5 |
 HF0774| HF0773 FIELD RM 1                           14.449 METERS 09111     |
 HF0774| HF0767 MAYFIELD                            APPROX. 1.4 KM 2342236.6 |
 HF0774| HF0775 FIELD RM 2                           16.112 METERS 26230     |
 HF0774| HF1370 MAYFIELD FARMERS COOP ELEVATOR      APPROX. 5.0 KM 2643110.4 |
 HF0774|---------------------------------------------------------------------|
 HF0774
 HF0774                          SUPERSEDED SURVEY CONTROL
 HF0774
 HF0774  NAD 83(1997)-  37 15 55.14988(N)    097 31 56.10585(W) AD(       ) 2
 HF0774  NAD 83(1986)-  37 15 55.15561(N)    097 31 56.10076(W) AD(       ) 2
 HF0774  NAD 27      -  37 15 55.07843(N)    097 31 54.92635(W) AD(       ) 2
 HF0774  NGVD 29 (??/??/92)  393.089  (m)         1289.66   (f) ADJ UNCH    2 0
 HF0774
 HF0774.Superseded values are not recommended for survey control.
 HF0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0774.See file dsdata.txt to determine how the superseded data were derived.
 HF0774
 HF0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3014325315(NAD 83)
 HF0774_MARKER: DS = TRIANGULATION STATION DISK
 HF0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0774_STAMPING: FIELD 1962
 HF0774_MARK LOGO: CGS   
 HF0774_PROJECTION: RECESSED 10 CENTIMETERS
 HF0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0774+STABILITY: SURFACE MOTION
 HF0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0774+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2004
 HF0774
 HF0774  HISTORY     - Date     Condition        Report By
 HF0774  HISTORY     - 1962     MONUMENTED       CGS
 HF0774  HISTORY     - 1962     GOOD             CGS
 HF0774  HISTORY     - 19850717 GOOD             NGS
 HF0774  HISTORY     - 20040114 GOOD             INDIV
 HF0774
 HF0774                          STATION DESCRIPTION
 HF0774
 HF0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0774'THE STATION IS ABOUT 7 MILES WEST OF WELLINGTON, 0.7 MILE EAST
 HF0774'OF MAYFIELD, 0.1 MILE WEST OF A T-ROAD INTERSECTION, ON THE
 HF0774'NORTH SIDE OF A GRAVELED ROAD AND ON PROPERTY OWNED BY MR. V.H.
 HF0774'BARRY WHO LIVES ON THE EAST EDGE OF MAYFIELD.
 HF0774'
 HF0774'TO REACH THE STATION FROM THE POST OFFICE IN MAYFIELD, GO SOUTH ON
 HF0774'A GRAVELED STREET FOR 0.3 MILE TO A T-INTERSECTION.  TURN LEFT,
 HF0774'EAST, ON A BLACKTOP ROAD FOR 0.7 MILE TO A CROSSROAD.  TURN LEFT,
 HF0774'NORTH, ON A GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT.
 HF0774'TURN LEFT, WEST, ON A GRAVELED ROAD FOR 0.1 MILE TO A FIELD
 HF0774'APPROACH AND THE STATION ON THE RIGHT.
 HF0774'
 HF0774'STATION MARKS ARE STANDARD DISKS STAMPED FIELD 1962.  THE SURFACE
 HF0774'DISK IS SET IN A SQUARE CONCRETE POST 2 INCHES BELOW THE SURFACE
 HF0774'OF THE GROUND.  IT IS 26.5 FEET NORTH OF THE CENTER OF THE GRAVELED
 HF0774'ROAD AND 25 FEET EAST OF THE CENTER OF THE FIELD APPROACH.  THE
 HF0774'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HF0774'INCHES BELOW THE SURFACE OF THE GROUND.
 HF0774'
 HF0774'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FIELD NO 1 1962,
 HF0774'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HF0774'GROUND.  IT IS 25.5 FEET NORTH OF THE CENTER OF THE GRAVELED
 HF0774'ROAD AND 72.5 FEET EAST OF THE CENTER OF THE FIELD APPROACH.
 HF0774'
 HF0774'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FIELD NO 2 1962,
 HF0774'IS SET IN A SQUARE CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 HF0774'GROUND.  IT IS 26 FEET WEST OF THE CENTER OF THE FIELD APPROACH AND
 HF0774'21.5 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 HF0774'
 HF0774'TO REACH TRIANGULATION STATION MAYFIELD 1957 FROM THE POST OFFICE
 HF0774'IN MAYFIELD, GO SOUTH ON THE GRAVELED STREET FOR 0.3 MILE TO A
 HF0774'FENCE CORNER AND THE STATION ON THE LEFT, ABOUT 100 FEET BEFORE
 HF0774'REACHING A T-ROAD INTERSECTION.
 HF0774'
 HF0774'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0774'
 HF0774'TRIANGULATION STATION MAYFIELD 1957 MAY BE USED AS THE AZIMUTH
 HF0774'MARK.
 HF0774
 HF0774                          STATION RECOVERY (1962)
 HF0774
 HF0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0774'1 MI E FROM MAYFIELD.
 HF0774'0.7 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0774'FROM THE STATION AT MAYFIELD, THENCE 0.2 MILE NORTH ALONG A
 HF0774'BLACKTOP ROAD, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD TO A
 HF0774'FIELD ENTRANCE, 26.5 FEET NORTH OF THE CENTER OF GRAVEL ROAD,
 HF0774'25 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE, SET IN THE
 HF0774'TOP OF A CONCRETE POST WHICH IS 0.2 FEET BELOW THE SURFACE OF
 HF0774'THE GROUND.
 HF0774
 HF0774                          STATION RECOVERY (1985)
 HF0774
 HF0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 HF0774'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION, EVEN THOUGH
 HF0774'THE MONUMENT HAD BEEN SCARRED SOMEWHAT.  A CHECK ANGLE WAS OBTAINED SO
 HF0774'THE UNDERGROUND MARK WAS NOT INSPECTED.  THE REFERENCE MARKS WERE
 HF0774'FOUND DESTROYED AND STATION--MAYFIELD--WHICH SERVED AS THE AZIMUTH
 HF0774'MARK IS NOW OBSTRUCTED.  THE LINE-OF-SIGHT COULD BE EASILY CLEARED
 HF0774'WITH 2 MEN AND PERMISSION TO CLEAR BRUSH ON RAILROAD RIGHT-OF-WAY.
 HF0774'STATION--FIELD 1962--IS ALSO GROUND VISIBLE AND NOW SERVES AS THE
 HF0774'AZIMUTH MARK.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AND THE OLD
 HF0774'MONUMENT FOR REFERENCE MARKS 1 AND 2 WERE REMOVED FROM THE GROUND. DUE
 HF0774'TO THE ABOVE AND OTHER CHANGES, A COMPLETE, NEW, DESCRIPTION FOLLOWS.
 HF0774'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) EAST OF MAYFIELD, 0.8 KM
 HF0774'(0.50 MI) SOUTH OF U.S HIGHWAY 160, 0.4 KM (0.25 MI) NORTH OF A
 HF0774'RAILROAD TRACK AND ON PROPERTY OWNED BY RICHARD YOUNG, JR, 2223 LANE
 HF0774'STREET, FALLS CITY, NE 68355.  THE PROPERTY IS FARMED BY DEAN
 HF0774'BOATRIGHT, RURAL ROUTE 1, CONWAY SPRINGS, KS 67031.  TO REACH THE
 HF0774'STATION FROM THE POST OFFICE IN MAYFIELD, GO NORTH ON A GRAVELED
 HF0774'STREET FOR 0.32 KM (0.20 MI) TO A CURVE RIGHT AND EAST.  CONTINUE EAST
 HF0774'ON A GRADED DIRT ROAD FOR 1.13 KM (0.70 MI) TO THE STATION ON THE
 HF0774'LEFT.  THE STATION IS A STANDARD CGS DISK STAMPED---FIELD 1962---, SET
 HF0774'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES, (25 CM) IN
 HF0774'DIAMETER, RECESSED 4 INCHES (10 CM) BELOW THE GROUND.  THE STATION IS
 HF0774'LOCATED 8.1 METERS (26.6 FT) NORTH FROM THE CENTERLINE OF THE ROAD,
 HF0774'7.6 METERS (24.9 FT) EAST FROM THE CENTERLINE OF THE FIELD ENTRANCE,
 HF0774'0.30 METERS (0.98 FT) SOUTH FROM A WITNESS POST.  REFERENCE MARK NO 3
 HF0774'IS A STANDARD NGS DISK STAMPED---FIELD 1962 NO 3 1985---, SET INTO THE
 HF0774'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 HF0774'PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND. THE STATION IS LOCATED
 HF0774'6.7 METERS (22.0 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 0.30
 HF0774'METERS (0.98 FT) NORTHWEST FROM A WITNESS POST. REFERENCE MARK NO 4 IS
 HF0774'A STANDARD NGS DISK STAMPED---FIELD 1962 NO 4 1985---, SET INTO THE
 HF0774'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 HF0774'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 HF0774'5.5 METERS (18.0 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 5.5 METERS
 HF0774'(18.0 FT) WEST FROM THE CENTERLINE OF THE FIELD ENTRANCE, 0.30 METERS
 HF0774'(0.98 FT) SOUTHEAST FROM A WITNESS POST, AND 0.1 METERS (0.3 FT)
 HF0774'HIGHER THAN THE STATION.  ALL MARKS ARE BENCH MARKS ALSO.
 HF0774
 HF0774                          STATION RECOVERY (2004)
 HF0774
 HF0774'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JAK)
 HF0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0773 ***********************************************************************
 HF0773  DESIGNATION -  FIELD RM 1
 HF0773  PID         -  HF0773
 HF0773  STATE/COUNTY-  KS/SUMNER
 HF0773  USGS QUAD   -  MAYFIELD (1971)
 HF0773
 HF0773                         *CURRENT SURVEY CONTROL
 HF0773  ___________________________________________________________________
 HF0773* NAD 83(1986)-  37 15 55.     (N)    097 31 55.     (W)     SCALED    
 HF0773* NAVD 88     -       392.983  (meters)    1289.31   (feet)  ADJUSTED  
 HF0773  ___________________________________________________________________
 HF0773  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0773  DYNAMIC HT  -         392.662 (meters)    1288.26  (feet)  COMP
 HF0773  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 HF0773
 HF0773  VERT ORDER  -  SECOND    CLASS 0
 HF0773
 HF0773.The horizontal coordinates were scaled from a topographic map and have
 HF0773.an estimated accuracy of +/- 6 seconds.
 HF0773
 HF0773.The orthometric height was determined by differential leveling
 HF0773.and adjusted by the National Geodetic Survey in June 1991..
 HF0773
 HF0773.The geoid height was determined by GEOID03.
 HF0773
 HF0773.The dynamic height is computed by dividing the NAVD 88
 HF0773.geopotential number by the normal gravity value computed on the
 HF0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0773.degrees latitude (g = 980.6199 gals.).
 HF0773
 HF0773.The modeled gravity was interpolated from observed gravity values.
 HF0773
 HF0773;                    North         East    Units  Estimated Accuracy
 HF0773;SPC KS S     -   466,880.      485,870.      MT  (+/- 180 meters Scaled)
 HF0773
 HF0773                          SUPERSEDED SURVEY CONTROL
 HF0773
 HF0773  NGVD 29 (??/??/92)  392.864  (m)         1288.92   (f) ADJ UNCH    2 0
 HF0773
 HF0773.Superseded values are not recommended for survey control.
 HF0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0773.See file dsdata.txt to determine how the superseded data were derived.
 HF0773
 HF0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG301253(NAD 83)
 HF0773_MARKER: DR = REFERENCE MARK DISK
 HF0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0773_STAMPING: FIELD NO 1 1962
 HF0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0773+STABILITY: SURFACE MOTION
 HF0773
 HF0773  HISTORY     - Date     Condition        Report By
 HF0773  HISTORY     - 1962     MONUMENTED       CGS
 HF0773
 HF0773                          STATION DESCRIPTION
 HF0773
 HF0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0773'1 MI E FROM MAYFIELD.
 HF0773'0.7 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0773'FROM THE STATION AT MAYFIELD, THENCE 0.2 MILE NORTH ALONG A
 HF0773'BLACKTOP ROAD, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD TO A
 HF0773'FIELD ENTRANCE, 72.5 FEET EAST OF THE CENTER OF THE FIELD
 HF0773'ENTRANCE, 25.5 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, SET
 HF0773'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0775 ***********************************************************************
 HF0775  DESIGNATION -  FIELD RM 2
 HF0775  PID         -  HF0775
 HF0775  STATE/COUNTY-  KS/SUMNER
 HF0775  USGS QUAD   -  MAYFIELD (1971)
 HF0775
 HF0775                         *CURRENT SURVEY CONTROL
 HF0775  ___________________________________________________________________
 HF0775* NAD 83(1986)-  37 15 55.     (N)    097 31 55.     (W)     SCALED    
 HF0775* NAVD 88     -       393.401  (meters)    1290.68   (feet)  ADJUSTED  
 HF0775  ___________________________________________________________________
 HF0775  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0775  DYNAMIC HT  -         393.079 (meters)    1289.63  (feet)  COMP
 HF0775  MODELED GRAV-     979,800.1   (mgal)                       NAVD 88
 HF0775
 HF0775  VERT ORDER  -  SECOND    CLASS 0
 HF0775
 HF0775.The horizontal coordinates were scaled from a topographic map and have
 HF0775.an estimated accuracy of +/- 6 seconds.
 HF0775
 HF0775.The orthometric height was determined by differential leveling
 HF0775.and adjusted by the National Geodetic Survey in June 1991..
 HF0775
 HF0775.The geoid height was determined by GEOID03.
 HF0775
 HF0775.The dynamic height is computed by dividing the NAVD 88
 HF0775.geopotential number by the normal gravity value computed on the
 HF0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0775.degrees latitude (g = 980.6199 gals.).
 HF0775
 HF0775.The modeled gravity was interpolated from observed gravity values.
 HF0775
 HF0775;                    North         East    Units  Estimated Accuracy
 HF0775;SPC KS S     -   466,880.      485,870.      MT  (+/- 180 meters Scaled)
 HF0775
 HF0775                          SUPERSEDED SURVEY CONTROL
 HF0775
 HF0775  NGVD 29 (??/??/92)  393.281  (m)         1290.29   (f) ADJ UNCH    2 0
 HF0775
 HF0775.Superseded values are not recommended for survey control.
 HF0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0775.See file dsdata.txt to determine how the superseded data were derived.
 HF0775
 HF0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG301253(NAD 83)
 HF0775_MARKER: DR = REFERENCE MARK DISK
 HF0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0775_STAMPING: FIELD NO 2 1962
 HF0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0775+STABILITY: SURFACE MOTION
 HF0775
 HF0775  HISTORY     - Date     Condition        Report By
 HF0775  HISTORY     - 1962     MONUMENTED       CGS
 HF0775
 HF0775                          STATION DESCRIPTION
 HF0775
 HF0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0775'1 MI E FROM MAYFIELD.
 HF0775'0.7 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0775'FROM THE STATION AT MAYFIELD, THENCE 0.2 MILE NORTH ALONG A
 HF0775'BLACKTOP ROAD, THENCE 0.1 MILE WEST ALONG A GRAVEL ROAD TO A
 HF0775'FIELD ENTRANCE, 26 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE,
 HF0775'21.5 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, SET IN THE
 HF0775'TOP OF A CONCRETE POST WHICH IS 0.1 FEET BELOW THE SURFACE OF
 HF0775'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1498 ***********************************************************************
 HF1498  DESIGNATION -  FIELD RM 3
 HF1498  PID         -  HF1498
 HF1498  STATE/COUNTY-  KS/SUMNER
 HF1498  USGS QUAD   -  MAYFIELD (1971)
 HF1498
 HF1498                         *CURRENT SURVEY CONTROL
 HF1498  ___________________________________________________________________
 HF1498* NAD 83(1986)-  37 15 54.     (N)    097 31 56.     (W)     SCALED    
 HF1498* NAVD 88     -       393.24   (meters)    1290.2    (feet)  RESET     
 HF1498  ___________________________________________________________________
 HF1498  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF1498
 HF1498  VERT ORDER  -  THIRD
 HF1498
 HF1498.The horizontal coordinates were scaled from a topographic map and have
 HF1498.an estimated accuracy of +/- 6 seconds.
 HF1498
 HF1498.The orthometric height was computed from unverified reset data.
 HF1498
 HF1498.The geoid height was determined by GEOID03.
 HF1498
 HF1498;                    North         East    Units  Estimated Accuracy
 HF1498;SPC KS S     -   466,850.      485,840.      MT  (+/- 180 meters Scaled)
 HF1498
 HF1498                          SUPERSEDED SURVEY CONTROL
 HF1498
 HF1498  NGVD 29 (03/09/04)  393.12   (m)         1289.8    (f) RESET       3  
 HF1498
 HF1498.Superseded values are not recommended for survey control.
 HF1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1498.See file dsdata.txt to determine how the superseded data were derived.
 HF1498
 HF1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG301252(NAD 83)
 HF1498_MARKER: DR = REFERENCE MARK DISK
 HF1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1498_SP_SET: CONCRETE POST
 HF1498_STAMPING: FIELD 1962 NO 3 1985
 HF1498_MARK LOGO: NGS   
 HF1498_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1498+STABILITY: SURFACE MOTION
 HF1498
 HF1498  HISTORY     - Date     Condition        Report By
 HF1498  HISTORY     - 1985     MONUMENTED       NGS
 HF1498
 HF1498                          STATION DESCRIPTION
 HF1498
 HF1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HF1498'0.32 KM (0.20 MI) NORTH ALONG A GRAVELED STREET, FROM THE POST OFFICE
 HF1498'IN MAYFIELD, THENCE 1.13 KM (0.70 MI) RIGHT AND EAST ALONG A DIRT
 HF1498'ROAD TO THE MARK ON THE LEFT, 6.7 M (22.0 FT) SOUTH FROM THE
 HF1498'CENTERLINE OF THE ROAD, 27.17 M (89.14 FT) SOUTHEAST FROM FIELD RM 4,
 HF1498'18.18 M (59.65 FT) SOUTHEAST FROM FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1499 ***********************************************************************
 HF1499  DESIGNATION -  FIELD RM 4
 HF1499  PID         -  HF1499
 HF1499  STATE/COUNTY-  KS/SUMNER
 HF1499  USGS QUAD   -  MAYFIELD (1971)
 HF1499
 HF1499                         *CURRENT SURVEY CONTROL
 HF1499  ___________________________________________________________________
 HF1499* NAD 83(1986)-  37 15 55.     (N)    097 31 56.     (W)     SCALED    
 HF1499* NAVD 88     -       393.32   (meters)    1290.4    (feet)  RESET     
 HF1499  ___________________________________________________________________
 HF1499  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF1499
 HF1499  VERT ORDER  -  THIRD
 HF1499
 HF1499.The horizontal coordinates were scaled from a topographic map and have
 HF1499.an estimated accuracy of +/- 6 seconds.
 HF1499
 HF1499.The orthometric height was computed from unverified reset data.
 HF1499
 HF1499.The geoid height was determined by GEOID03.
 HF1499
 HF1499;                    North         East    Units  Estimated Accuracy
 HF1499;SPC KS S     -   466,880.      485,840.      MT  (+/- 180 meters Scaled)
 HF1499
 HF1499                          SUPERSEDED SURVEY CONTROL
 HF1499
 HF1499  NGVD 29 (03/09/04)  393.20   (m)         1290.0    (f) RESET       3  
 HF1499
 HF1499.Superseded values are not recommended for survey control.
 HF1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1499.See file dsdata.txt to determine how the superseded data were derived.
 HF1499
 HF1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG301253(NAD 83)
 HF1499_MARKER: DR = REFERENCE MARK DISK
 HF1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1499_SP_SET: CONCRETE POST
 HF1499_STAMPING: FIELD 1962 NO 4 1985
 HF1499_MARK LOGO: NGS   
 HF1499_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1499+STABILITY: SURFACE MOTION
 HF1499
 HF1499  HISTORY     - Date     Condition        Report By
 HF1499  HISTORY     - 1985     MONUMENTED       NGS
 HF1499
 HF1499                          STATION DESCRIPTION
 HF1499
 HF1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HF1499'0.32 KM (0.20 MI) NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 HF1499'MAYFIELD, THENCE 1.13 KM (0.70 MI) RIGHT AND EAST ALONG A DIRT ROAD
 HF1499'TO THE MARK ON THE RIGHT, 5.5 M (18.0 FT) NORTH FROM THE CENTERLINE
 HF1499'OF THE ROAD, 5.5 M (18.0 FT) WEST FROM THE CENTER OF A FIELD
 HF1499'ENTRANCE, 27.17 M (89.14 FT) WEST-NORTHWEST OF FIELD RM 3, 13.44 M
 HF1499'(44.09 FT) WEST FROM FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0806 ***********************************************************************
 KH0806  DESIGNATION -  FINLEY
 KH0806  PID         -  KH0806
 KH0806  STATE/COUNTY-  KS/RAWLINS
 KH0806  USGS QUAD   -  TRAER (1978)
 KH0806
 KH0806                         *CURRENT SURVEY CONTROL
 KH0806  ___________________________________________________________________
 KH0806* NAD 83(1997)-  39 56 38.25717(N)    100 44 22.64353(W)     ADJUSTED  
 KH0806* NAVD 88     -       853.     (meters)    2799.     (feet)  SCALED    
 KH0806  ___________________________________________________________________
 KH0806  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 KH0806  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 KH0806
 KH0806  HORZ ORDER  -  THIRD
 KH0806
 KH0806.The horizontal coordinates were established by classical geodetic methods
 KH0806.and adjusted by the National Geodetic Survey in October 1998..
 KH0806
 KH0806.The orthometric height was scaled from a topographic map.
 KH0806
 KH0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0806
 KH0806.The geoid height was determined by GEOID03.
 KH0806
 KH0806;                    North         East     Units Scale Factor Converg.
 KH0806;SPC KS N     -   182,348.886   165,890.566   MT  1.00003001   -1 44 00.2
 KH0806;SPC NE       -    12,554.212   436,788.263   MT  1.00002579   -0 29 24.5
 KH0806;UTM  14      - 4,422,986.202   351,380.909   MT  0.99987192   -1 07 01.6
 KH0806
 KH0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0806!SPC KS N     -   0.99986995  x   1.00003001  =   0.99989996
 KH0806!SPC NE       -   0.99986995  x   1.00002579  =   0.99989574
 KH0806!UTM  14      -   0.99986995  x   0.99987192  =   0.99974189
 KH0806
 KH0806|---------------------------------------------------------------------|
 KH0806| PID    Reference Object                     Distance      Geod. Az  |
 KH0806|                                                           dddmmss.s |
 KH0806| CN9312 FINLEY RM 1                          15.422 METERS 17749     |
 KH0806| CN9311 FINLEY AZ MK                                       2714849.3 |
 KH0806| KH0807 TT 24 C                              60.081 METERS 29133     |
 KH0806|---------------------------------------------------------------------|
 KH0806
 KH0806                          SUPERSEDED SURVEY CONTROL
 KH0806
 KH0806  NAD 83(1997)-  39 56 38.25746(N)    100 44 22.64351(W) AD(       ) 3
 KH0806  NAD 83(1986)-  39 56 38.26069(N)    100 44 22.64755(W) AD(       ) 3
 KH0806  NAD 27      -  39 56 38.24400(N)    100 44 21.09600(W) AD(       ) 3
 KH0806
 KH0806.Superseded values are not recommended for survey control.
 KH0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0806.See file dsdata.txt to determine how the superseded data were derived.
 KH0806
 KH0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK5138122986(NAD 83)
 KH0806_MARKER: DS = TRIANGULATION STATION DISK
 KH0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0806
 KH0806  HISTORY     - Date     Condition        Report By
 KH0806  HISTORY     - 1951     MONUMENTED       CGS
 KH0806
 KH0806                          STATION DESCRIPTION
 KH0806
 KH0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0806'THE STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF TRAER,
 KH0806'3.5 MILES NORTHEAST OF HERNDON AND 4 MILES SOUTH OF THE
 KH0806'KANSAS-NEBRASKA STATE LINE.  IT IS 50 FEET WEST OF THE
 KH0806'RAWLINS-DECATUR COUNTY LINE, 35 FEET WEST OF THE CENTER OF A
 KH0806'NORTH-SOUTH ROAD, 40 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KH0806'ROAD, 3 FEET WEST OF A NORTH-SOUTH FENCE LINE, 9 FEET
 KH0806'SOUTH-SOUTHWEST OF A FENCE CORNER AND 6 FEET NORTHWEST OF A
 KH0806'WITNESS POST.  IT IS STAMPED FINLEY 1951 AND PROJECTS 2
 KH0806'INCHES.
 KH0806'
 KH0806'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF A
 KH0806'NORTH-SOUTH ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 KH0806'IT IS STAMPED FINLEY NO 1 1951 AND PROJECTS 2 INCHES.
 KH0806'
 KH0806'TT 24 C (USGS) WAS USED AS REFERENCE MARK NO. 2.  IT IS ABOUT
 KH0806'230 FEET WEST OF THE ROAD INTERSECTION, 34 FEET NORTH OF THE
 KH0806'CENTER OF AN EAST-WEST ROAD.  IT IS A STANDARD USGS BENCH MARK
 KH0806'DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING
 KH0806'8 INCHES AND IS STAMPED TT 24 C 2821 1949.
 KH0806'
 KH0806'THE AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 KH0806'2 FEET EAST OF A WITNESS POST AND 6 INCHES SOUTH OF AN EAST-WEST
 KH0806'FENCE LINE.  IT IS STAMPED FINLEY 1951 AND PROJECTS 2 INCHES.
 KH0806'
 KH0806'TO REACH THE STATION FROM THE POST OFFICE IN HERNDON, GO
 KH0806'NORTH 0.05 MILE, TURN RIGHT, EAST, FOR 0.4 MILE TO STATE
 KH0806'HIGHWAY 117.  TURN LEFT, NORTH, FOR 0.5 MILE TO A T ROAD RIGHT,
 KH0806'TURN RIGHT, EAST, FOR 2.0 MILES TO A CROSSROAD, TURN LEFT, NORTH,
 KH0806'FOR 2.0 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 KH0806'
 KH0806'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.4
 KH0806'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0722 ***********************************************************************
 JH0722  DESIGNATION -  FINNEY
 JH0722  PID         -  JH0722
 JH0722  STATE/COUNTY-  KS/FINNEY
 JH0722  USGS QUAD   -  WHITE WOMAN BOTTOMS (1976)
 JH0722
 JH0722                         *CURRENT SURVEY CONTROL
 JH0722  ___________________________________________________________________
 JH0722* NAD 83(1997)-  38 06 18.15809(N)    100 50 04.68400(W)     ADJUSTED  
 JH0722* NAVD 88     -       902.     (meters)    2959.     (feet)  SCALED    
 JH0722  ___________________________________________________________________
 JH0722  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 JH0722  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 JH0722
 JH0722  HORZ ORDER  -  FIRST
 JH0722
 JH0722.The horizontal coordinates were established by classical geodetic methods
 JH0722.and adjusted by the National Geodetic Survey in October 1998..
 JH0722
 JH0722.The orthometric height was scaled from a topographic map.
 JH0722
 JH0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0722
 JH0722.The geoid height was determined by GEOID03.
 JH0722
 JH0722;                    North         East     Units Scale Factor Converg.
 JH0722;SPC KS S     -   562,202.286   195,269.578   MT  0.99994125   -1 26 04.9
 JH0722;UTM  14      - 4,219,059.492   339,147.410   MT  0.99991866   -1 07 56.7
 JH0722
 JH0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0722!SPC KS S     -   0.99986240  x   0.99994125  =   0.99980366
 JH0722!UTM  14      -   0.99986240  x   0.99991866  =   0.99978107
 JH0722
 JH0722|---------------------------------------------------------------------|
 JH0722| PID    Reference Object                     Distance      Geod. Az  |
 JH0722|                                                           dddmmss.s |
 JH0722| CK8694 FINNEY RM 1                          49.708 METERS 01115     |
 JH0722| CK8693 FINNEY AZ MK                                       1301458.8 |
 JH0722| HH1015 GARDEN CITY EXPTL STA TANK          APPROX.12.5 KM 1715446.2 |
 JH0722| JH0724 RNG GARDEN CITY RADIO GC            APPROX. 9.0 KM 1723650.3 |
 JH0722| HH1017 GARDEN CITY WINDSOR HOTEL CUP       APPROX.15.5 KM 1924350.0 |
 JH0722| HH1013 GARDEN CITY GARFIELD SCH BELFR      APPROX.15.1 KM 1932631.8 |
 JH0722| HH1030 GARDEN CITY MUN STANDPIPE           APPROX.16.1 KM 1941329.5 |
 JH0722| HH1027 GARDEN CITY ST MARYS CH SPIRE       APPROX.15.6 KM 1945303.4 |
 JH0722| HH1028 GARDEN CITY SUGAR FACTORY STK       APPROX.16.0 KM 1995436.0 |
 JH0722| JH0725 GARDEN CITY RAD STA KNCO MAST       APPROX.12.9 KM 2060931.1 |
 JH0722| HH1032 GARDEN CITY NORTHERN GAS MAST       APPROX.15.5 KM 2125330.1 |
 JH0722| JH0726 HOLCOMB ATT MICROWAVE KAR 44        APPROX.14.1 KM 2291024.3 |
 JH0722| CK8695 FINNEY RM 2                          26.397 METERS 28647     |
 JH0722| JH0433 TENNIS                              APPROX. 6.2 KM 3164409.3 |
 JH0722|---------------------------------------------------------------------|
 JH0722
 JH0722                          SUPERSEDED SURVEY CONTROL
 JH0722
 JH0722  NAD 83(1997)-  38 06 18.16135(N)    100 50 04.68217(W) AD(       ) 1
 JH0722  NAD 83(1986)-  38 06 18.16112(N)    100 50 04.68233(W) AD(       ) 1
 JH0722  NAD 27      -  38 06 18.07903(N)    100 50 03.11235(W) AD(       ) 1
 JH0722
 JH0722.Superseded values are not recommended for survey control.
 JH0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0722.See file dsdata.txt to determine how the superseded data were derived.
 JH0722
 JH0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3914719059(NAD 83)
 JH0722_MARKER: DS = TRIANGULATION STATION DISK
 JH0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0722
 JH0722  HISTORY     - Date     Condition        Report By
 JH0722  HISTORY     - 1933     MONUMENTED       CGS
 JH0722  HISTORY     - 1934     GOOD             LOCENG
 JH0722  HISTORY     - 1945     GOOD             CGS
 JH0722  HISTORY     - 1963     SEE DESCRIPTION  CGS
 JH0722
 JH0722                          STATION DESCRIPTION
 JH0722
 JH0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0722'ABOUT 9 MILES NORTH AND 15 DEGREES EAST OF GARDEN CITY, 11-1/2
 JH0722'MILES SOUTH AND 23 DEGREES EAST OF FRIEND ON A PROMINENT
 JH0722'ROUND-TOPPED SAND HILL WHICH IS COVERED WITH GRASS AND BRUSH.
 JH0722'IN NORTH EDGE OF SEC. 33, T. 22 S., R. 32 W., ON LAND OWNED
 JH0722'BY MR. NARQUDT.  STATION IS ON HIGHEST PART OF HILL ABOUT 0.4
 JH0722'MILE WEST OF SECTION-LINE ROAD WHICH DIVIDES SECTION 33 AND
 JH0722'SECTION 34.  IT IS THE ONLY HILL IN THE VICINITY.
 JH0722'
 JH0722'REFERENCE MARK NO. 2 IS WEST OF STATION.
 JH0722'
 JH0722'REFERENCE MARK NO. 1 IS NORTH OF STATION.  NO FENCE LINES
 JH0722'NEAR STATION OF EITHER REFERENCE MARK.
 JH0722'
 JH0722'AZIMUTH MARK IS SOUTHEAST OF STATION IN FENCE LINE ON WEST
 JH0722'SIDE OF ROAD WHICH DIVIDES SECTIONS 33 AND 34.
 JH0722'
 JH0722'ALL MARKS PROJECT ABOUT 4 INCHES.
 JH0722'
 JH0722'STATION REACHED FROM GARDEN CITY BY GOING WEST TO JUNCTION
 JH0722'OF U.S. HIGHWAYS 50 AND 83.  TURN NORTH HERE AND GO 6.0 MILES.
 JH0722'TURN RIGHT AND GO EAST 3.0 MILES.  TURN LEFT HERE AND GO NORTH
 JH0722'ON DIRT ROAD 3.0 MILES.  STATION IS ABOUT 0.4 MILE WEST OF
 JH0722'THIS POINT.
 JH0722'
 JH0722'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 JH0722'DESCRIBED.
 JH0722'
 JH0722'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METERS.
 JH0722
 JH0722                          STATION RECOVERY (1934)
 JH0722
 JH0722'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1934
 JH0722'ON JANUARY 31, 1934, MR. ALLEN REPORTED THAT THE AZIMUTH MARK
 JH0722'ON THIS STATION WAS IN DANGER OF DESTRUCTION BY ROAD WORK.
 JH0722'ON APRIL 30, 1934, HE REPORTED THAT THE AZIMUTH MARK HAD BEEN
 JH0722'MOVED 12 FEET NEARER THE TRIANGULATION STATION EXACTLY ON THE
 JH0722'LINE FROM THE OLD POSITION OF THE MARK TO THE STATION MARK.
 JH0722
 JH0722                          STATION RECOVERY (1945)
 JH0722
 JH0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WB)
 JH0722'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.  DISTANCES TO
 JH0722'REFERENCE MARKS VERIFIED AS CORRECT.
 JH0722
 JH0722                          STATION RECOVERY (1963)
 JH0722
 JH0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0722'STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS
 JH0722'DESCRIBED.  THE CONCRETE AROUND THE STATION MARK WAS CRACKED AND WAS
 JH0722'REINFORCED BY THIS PARTY.  THE AZIMUTH MARK WAS NOT FOUND AND IT IS
 JH0722'BELIEVED TO HAVE BEEN DESTROYED.  THE DIRECTIONS TO THE REFERENCE
 JH0722'MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1 MISSED
 JH0722'THE PREVIOUS DISTANCE BY 0.18 FOOT AND THE DISTANCE TO REFERENCE
 JH0722'MARK NO. 2 MISSED THE PREVIOUS DISTANCE BY 0.10 FOOT.
 JH0722'TRIANGULATION STATION TENNIS IS VISIBLE FROM THE GROUND AND
 JH0722'MAY BE USED AS THE AZIMUTH MARK.
 JH0722'
 JH0722'THE FOLLOWING IS A COMPLETE DESCRIPTION.
 JH0722'
 JH0722'THE STATION IS ON THE TOP OF A LOW SAND HILL, 9-1/2 MILES NORTH AND
 JH0722'2 MILES EAST OF GARDEN CITY, ON THE NORTH EDGE OF SECTION 33, T 22
 JH0722'S, R 31 W, AND ON PROPERTY OWNED BY MR. ALVIN JACKSON.
 JH0722'
 JH0722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 156 AND 50
 JH0722'BY-PASS, APPROXIMATELY 1-1/2 MILES EAST OF THE CENTER OF GARDEN
 JH0722'CITY, GO NORTHEAST ON HIGHWAY 156 FOR 1.4 MILES TO THE EAST ONE OF
 JH0722'TWO CROSSROADS AND A POWER COMPANY SUB-STATION IN THE NORTHWEST ANGLE
 JH0722'OF THE INTERSECTION.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR
 JH0722'3.0 MILES TO A CROSSROAD AND A SCHOOL IN THE SOUTHWEST ANGLE OF
 JH0722'THE INTERSECTION.  CONTINUE NORTH ON THE GRAVEL ROAD FOR 4.0
 JH0722'MILES TO A SIDE ROAD ON THE RIGHT AND A FARM ROAD ON THE LEFT.
 JH0722'CONTINUE NORTH ON THE GRAVEL ROAD FOR 1.0 MILE TO A DIM CROSSROAD.
 JH0722'TURN LEFT AND GO WEST ON A FIELD ROAD FOR 0.15 MILE TO A FENCE
 JH0722'CORNER AND WIRE GATE ON THE LEFT.  PASS THROUGH THE GATE AND GO WEST
 JH0722'ALONG THE SOUTH SIDE OF THE FENCE FOR 0.1 MILE AND THEN TURN LEFT,
 JH0722'SOUTH, FOR 138.5 FEET TO THE TOP OF THE HILL AND THE STATION.
 JH0722'
 JH0722'STATION MARK IS A STANDARD DISK STAMPED FINNEY 1933 AND IS SET IN A
 JH0722'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 3 FEET NORTH OF
 JH0722'A METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 JH0722'
 JH0722'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FINNEY NO 1 1933, IS
 JH0722'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 23.5
 JH0722'FEET NORTH OF THE FENCE.
 JH0722'
 JH0722'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FINNEY NO 2 1933, IS
 JH0722'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 113
 JH0722'FEET SOUTH OF THE FENCE AND 87 FEET WEST OF THE METAL WITNESS POST.
 JH0722'
 JH0722'NOTE--REFERENCE MARKS WERE MEASURED WITH 30 METER TAPE PULLING
 JH0722'5 KG. TAPE TENSION.
 JH0722'
 JH0722'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1179 ***********************************************************************
 KF1179  DESIGNATION -  FIRST ENGLISH LUTH CH SPIRE
 KF1179  PID         -  KF1179
 KF1179  STATE/COUNTY-  KS/MARSHALL
 KF1179  USGS QUAD   -  HANOVER SE (1983)
 KF1179
 KF1179                         *CURRENT SURVEY CONTROL
 KF1179  ___________________________________________________________________
 KF1179* NAD 83(1997)-  39 49 15.34025(N)    096 46 09.85121(W)     ADJUSTED  
 KF1179* NAVD 88     -                                                        
 KF1179  ___________________________________________________________________
 KF1179  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 KF1179  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 KF1179
 KF1179  HORZ ORDER  -  THIRD
 KF1179
 KF1179.The horizontal coordinates were established by classical geodetic methods
 KF1179.and adjusted by the National Geodetic Survey in October 1998..
 KF1179
 KF1179
 KF1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1179
 KF1179.The geoid height was determined by GEOID03.
 KF1179
 KF1179;                    North         East     Units Scale Factor Converg.
 KF1179;SPC KS N     -   165,862.347   505,356.824   MT  1.00000632   +0 46 43.0
 KF1179;UTM  14      - 4,410,262.716   690,908.288   MT  1.00004871   +1 25 44.0
 KF1179
 KF1179                          SUPERSEDED SURVEY CONTROL
 KF1179
 KF1179  NAD 83(1997)-  39 49 15.34190(N)    096 46 09.85114(W) AD(       ) 4
 KF1179  NAD 83(1986)-  39 49 15.34602(N)    096 46 09.84726(W) AD(       ) 4
 KF1179  NAD 27      -  39 49 15.33600(N)    096 46 08.75600(W) AD(       ) 3
 KF1179
 KF1179.Superseded values are not recommended for survey control.
 KF1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1179.See file dsdata.txt to determine how the superseded data were derived.
 KF1179
 KF1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK9090810263(NAD 83)
 KF1179_MARKER: 90 = CHURCH SPIRE
 KF1179
 KF1179  HISTORY     - Date     Condition        Report By
 KF1179  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1179  HISTORY     - 1965     GOOD             CGS
 KF1179
 KF1179                          STATION DESCRIPTION
 KF1179
 KF1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1179'IT IS A WHITE FRAME BUILDING WITH THE SPIRE ON THE EAST END OF THE
 KF1179'BUILDING.  IT IS 35 FEET HIGH.  IT IS 63 FEET WEST OF A NORTH-SOUTH
 KF1179'ROAD AND 42 FEET NORTH OF THE NORTH FENCE OF THE CEMETERY AND 30
 KF1179'FEET SOUTH OF THE CENTER OF A LANE LEADING WEST TO THE CHURCH.
 KF1179'THE POINT OBSERVED UPON WAS THE TOP OF THE SPIRE.
 KF1179'
 KF1179'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND 77 AT
 KF1179'THE EAST EDGE OF MARYSVILLE GO WEST ON U.S. HIGHWAY 36 FOR 6.3 MILES
 KF1179'TO A CROSSROAD, TURN LEFT, SOUTH, AND GO 1.5 MILE TO THE CHURCH ON
 KF1179'THE RIGHT.
 KF1179
 KF1179                          STATION RECOVERY (1965)
 KF1179
 KF1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1179'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0685 ***********************************************************************
 JH0685  DESIGNATION -  FIVEWAY
 JH0685  PID         -  JH0685
 JH0685  STATE/COUNTY-  KS/HODGEMAN
 JH0685  USGS QUAD   -  HORSE THIEF CANYON SW (1974)
 JH0685
 JH0685                         *CURRENT SURVEY CONTROL
 JH0685  ___________________________________________________________________
 JH0685* NAD 83(1997)-  38 03 34.97698(N)    100 13 32.64004(W)     ADJUSTED  
 JH0685* NAVD 88     -       799.     (meters)    2621.     (feet)  SCALED    
 JH0685  ___________________________________________________________________
 JH0685  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 JH0685  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 JH0685
 JH0685  HORZ ORDER  -  SECOND
 JH0685
 JH0685.The horizontal coordinates were established by classical geodetic methods
 JH0685.and adjusted by the National Geodetic Survey in October 1998..
 JH0685
 JH0685.The orthometric height was scaled from a topographic map.
 JH0685
 JH0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0685
 JH0685.The geoid height was determined by GEOID03.
 JH0685
 JH0685;                    North         East     Units Scale Factor Converg.
 JH0685;SPC KS S     -   556,009.401   248,565.476   MT  0.99993898   -1 03 37.8
 JH0685;UTM  14      - 4,213,149.793   392,469.223   MT  0.99974241   -0 45 20.6
 JH0685
 JH0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0685!SPC KS S     -   0.99987863  x   0.99993898  =   0.99981761
 JH0685!UTM  14      -   0.99987863  x   0.99974241  =   0.99962107
 JH0685
 JH0685:                Primary Azimuth Mark                     Grid Az
 JH0685:SPC KS S     -  SIMS                                     207 53 35.2
 JH0685:UTM  14      -  SIMS                                     207 35 18.0
 JH0685
 JH0685|---------------------------------------------------------------------|
 JH0685| PID    Reference Object                     Distance      Geod. Az  |
 JH0685|                                                           dddmmss.s |
 JH0685| JH0690 SIMS                                APPROX. 7.3 KM 2064957.4 |
 JH0685| CK8701 FIVEWAY RM 1                         29.447 METERS 24412     |
 JH0685| CK8702 FIVEWAY RM 2                         16.740 METERS 35121     |
 JH0685|---------------------------------------------------------------------|
 JH0685
 JH0685                          SUPERSEDED SURVEY CONTROL
 JH0685
 JH0685  NAD 83(1997)-  38 03 34.98309(N)    100 13 32.63919(W) AD(       ) 2
 JH0685  NAD 83(1986)-  38 03 34.98199(N)    100 13 32.63981(W) AD(       ) 2
 JH0685  NAD 27      -  38 03 34.91336(N)    100 13 31.14121(W) AD(       ) 2
 JH0685
 JH0685.Superseded values are not recommended for survey control.
 JH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0685.See file dsdata.txt to determine how the superseded data were derived.
 JH0685
 JH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH9246913150(NAD 83)
 JH0685_MARKER: DS = TRIANGULATION STATION DISK
 JH0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0685
 JH0685  HISTORY     - Date     Condition        Report By
 JH0685  HISTORY     - 1963     MONUMENTED       CGS
 JH0685
 JH0685                          STATION DESCRIPTION
 JH0685
 JH0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0685'THE STATION IS 3 MILES EAST OF KALVESTA IN THE SOUTHWEST CORNER OF
 JH0685'SECTION 7, T 23 S, R 27 W, ON THE FINNEY - HODGEMAN COUNTY LINE, AND
 JH0685'ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 156.
 JH0685'
 JH0685'TO REACH THE STATION FROM THE POST OFFICE IN KALVESTA, GO EAST ON
 JH0685'U.S. HIGHWAY 156 FOR 3.1 MILES TO A FIVE-WAY ROAD JUNCTION.  THE
 JH0685'STATION IS IN THE NORTHEAST ANGLE OF THE JUNCTION.
 JH0685'
 JH0685'STATION MARKS ARE STANDARD DISKS STAMPED FIVEWAY 1963.  THE SURFACE
 JH0685'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 JH0685'56 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET EAST OF
 JH0685'THE CENTER OF A GRAVEL ROAD, 11.5 FEET NORTHEAST OF A TELEPHONE
 JH0685'POLE, AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND
 JH0685'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 JH0685'SURFACE OF THE GROUND.
 JH0685'
 JH0685'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FIVEWAY NO. 1 1963, IS
 JH0685'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 49.5
 JH0685'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET WEST OF THE
 JH0685'CENTER OF THE GRAVEL ROAD, AND 3.5 FEET WEST OF A CORNER FENCE
 JH0685'POST.
 JH0685'
 JH0685'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FIVEWAY NO. 2 1963, IS
 JH0685'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 63 FEET
 JH0685'NORTH OF A TELEPHONE POLE, 33 FEET EAST OF THE CENTER OF THE GRAVEL
 JH0685'ROAD, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 JH0685'
 JH0685'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0685'STATION SIMS IS VISIBLE FROM THE GROUND AND MAY BE USED FOR THE
 JH0685'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0869 ***********************************************************************
 HH0869  DESIGNATION -  FLAT
 HH0869  PID         -  HH0869
 HH0869  STATE/COUNTY-  KS/FORD
 HH0869  USGS QUAD   -  DODGE CITY SW (1984)
 HH0869
 HH0869                         *CURRENT SURVEY CONTROL
 HH0869  ___________________________________________________________________
 HH0869* NAD 83(1997)-  37 52 13.67129(N)    100 12 53.31220(W)     ADJUSTED  
 HH0869* NAVD 88     -       809.     (meters)    2654.     (feet)  SCALED    
 HH0869  ___________________________________________________________________
 HH0869  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HH0869  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 HH0869
 HH0869  HORZ ORDER  -  SECOND
 HH0869
 HH0869.The horizontal coordinates were established by classical geodetic methods
 HH0869.and adjusted by the National Geodetic Survey in October 1998..
 HH0869
 HH0869.The orthometric height was scaled from a topographic map.
 HH0869
 HH0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0869
 HH0869.The geoid height was determined by GEOID03.
 HH0869
 HH0869;                    North         East     Units Scale Factor Converg.
 HH0869;SPC KS S     -   534,990.462   249,137.689   MT  0.99993626   -1 03 13.7
 HH0869;UTM  14      - 4,192,138.316   393,153.694   MT  0.99974061   -0 44 44.9
 HH0869
 HH0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0869!SPC KS S     -   0.99987706  x   0.99993626  =   0.99981332
 HH0869!UTM  14      -   0.99987706  x   0.99974061  =   0.99961770
 HH0869
 HH0869|---------------------------------------------------------------------|
 HH0869| PID    Reference Object                     Distance      Geod. Az  |
 HH0869|                                                           dddmmss.s |
 HH0869| CK8704 FLAT RM 1                            18.406 METERS 08952     |
 HH0869| HH0868 DODGE CITY MICROWAVE KAS 51         APPROX. 5.9 KM 1470939.7 |
 HH0869| HH0867 HOWELL DODGE CITY CO OP ELEV        APPROX.10.3 KM 1612909.1 |
 HH0869| HH0894 CIMARRON CO OP GRAIN ELEVATOR       APPROX.13.7 KM 2382523.5 |
 HH0869| HH0895 CIMARRON MUN STANDPIPE              APPROX.13.1 KM 2432140.2 |
 HH0869| CK8706 FLAT RM 3                            16.783 METERS 26928     |
 HH0869| CK8705 FLAT RM 2                            22.744 METERS 26938     |
 HH0869| CK8703 FLAT AZ MK                                         2702544.7 |
 HH0869| CK8707 FLAT RM 4                            32.093 METERS 32529     |
 HH0869|---------------------------------------------------------------------|
 HH0869
 HH0869                          SUPERSEDED SURVEY CONTROL
 HH0869
 HH0869  NAD 83(1997)-  37 52 13.67813(N)    100 12 53.31127(W) AD(       ) 2
 HH0869  NAD 83(1986)-  37 52 13.67489(N)    100 12 53.31223(W) AD(       ) 2
 HH0869  NAD 27      -  37 52 13.60184(N)    100 12 51.80915(W) AD(       ) 2
 HH0869
 HH0869.Superseded values are not recommended for survey control.
 HH0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0869.See file dsdata.txt to determine how the superseded data were derived.
 HH0869
 HH0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG9315492138(NAD 83)
 HH0869_MARKER: DS = TRIANGULATION STATION DISK
 HH0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0869
 HH0869  HISTORY     - Date     Condition        Report By
 HH0869  HISTORY     - 1961     MONUMENTED       CGS
 HH0869  HISTORY     - 1963     GOOD             CGS
 HH0869  HISTORY     - 1967     GOOD             CGS
 HH0869
 HH0869                          STATION DESCRIPTION
 HH0869
 HH0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0869'THE STATION IS ABOUT 13 MILES NORTHWEST OF DODGE CITY, 8-1/2 MILES
 HH0869'NORTHEAST OF CIMARRON, IN THE SOUTHEAST QUARTER OF SECTION 18, T 25
 HH0869'S, R 26 W, AND ON PROPERTY OWNED BY MRS. NELLIE BAIRD.
 HH0869'
 HH0869'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 50 AND
 HH0869'STATE HIGHWAY 23 IN CIMARRON, GO EAST ON HIGHWAY 50 FOR 4.5 MILES
 HH0869'TO A SIDE ROAD RIGHT.  TURN LEFT, NORTH, ON A DIRT ROAD FOR 2.0
 HH0869'MILES TO A T-INTERSECTION.  TURN RIGHT, EAST, ON A DIRT ROAD FOR
 HH0869'0.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT, NORTH, ON A DIRT ROAD
 HH0869'FOR 3.0 MILES TO A CROSSROAD.  TURN RIGHT, EAST, ON A GRADED ROAD
 HH0869'FOR 1.0 MILE.  CONTINUE EAST ON A FIELD ROAD FOR 1.0 MILE TO A FENCE
 HH0869'CORNER.  CONTINUE AHEAD FOR 0.2 MILE AND THE AZIMUTH MARK
 HH0869'ON THE LEFT.  CONTINUE AHEAD ON THE FIELD ROAD FOR 0.55 MILE
 HH0869'AND THE STATION ON THE LEFT, NORTH, SIDE OF THE ROAD.
 HH0869'
 HH0869'STATION MARKS ARE STANDARD DISKS STAMPED FLAT 1961.  THE SURFACE
 HH0869'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 HH0869'IS 29 FEET NORTH OF THE CENTER OF THE ROAD, 2 FEET SOUTHWEST OF A
 HH0869'METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE UNDERGROUND
 HH0869'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 HH0869'SURFACE OF THE GROUND.
 HH0869'
 HH0869'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLAT NO 1 1961, IS SET
 HH0869'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 30 FEET
 HH0869'NORTH OF THE CENTER OF THE ROAD, 22 FEET WEST OF THE CENTER OF A
 HH0869'GATE AND 1 FOOT SOUTH OF THE FENCE.
 HH0869'
 HH0869'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FLAT NO 2 1961, IS SET
 HH0869'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 26 FEET
 HH0869'NORTH OF THE CENTER OF THE ROAD AND 1 FOOT SOUTH OF THE FENCE.
 HH0869'
 HH0869'AZIMUTH MARK, A STANDARD DISK STAMPED FLAT 1961, IS SET IN A SQUARE
 HH0869'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 18 FEET NORTH OF THE
 HH0869'CENTER OF THE ROAD, 2 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 HH0869'SOUTH OF A FENCE.
 HH0869'
 HH0869'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HH0869'
 HH0869'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0869
 HH0869                          STATION RECOVERY (1963)
 HH0869
 HH0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 HH0869'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 HH0869'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 HH0869'DIRECTION TO A REFERENCE MARK NO. 2 WAS VERIFIED.  THE DISTANCE TO
 HH0869'REFERENCE MARK NO. 1 WAS VERIFIED, HOWEVER THE DIRECTION MISSED
 HH0869'THE PREVIOUS DIRECTION BY 2 MIN. 02.0 SECONDS.  THE DIRECTION TO
 HH0869'THE AZIMUTH MARK WAS VERIFIED.  REFERENCE MARKS NOS. 3 AND 4
 HH0869'WERE SET BY THIS PARTY.
 HH0869'
 HH0869'A COMPLETE NEW DESCRIPTION FOLLOWS--
 HH0869'
 HH0869'THE STATION IS 13 MILES NORTHWEST OF DODGE CITY, 8-1/2 MILES
 HH0869'NORTHEAST OF CIMARRON, IN THE SOUTHEAST QUARTER OF SECTION 18, T 25
 HH0869'S, R 26 W, AND ON PROPERTY OWNED BY MRS. NELLIE BAIRD.
 HH0869'
 HH0869'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 50 AND STATE
 HH0869'HIGHWAY 23, IN CIMARRON, GO EAST ON HIGHWAY 50 FOR 4.5 MILES TO A
 HH0869'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A DIRT ROAD FOR
 HH0869'2.0 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO EAST FOR 0.3 MILE
 HH0869'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A DIRT
 HH0869'ROAD FOR 3.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON
 HH0869'DIRT ROAD FOR 1.0 MILE.  CONTINUE EAST ON A FIELD ROAD FOR 1.0
 HH0869'MILE TO A FENCE CORNER.  CONTINUE EAST ON A LANE FOR 0.2 MILE TO
 HH0869'THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST FOR 0.55 MILE TO THE
 HH0869'STATION ON THE LEFT.
 HH0869'
 HH0869'STATION MARKS ARE STANDARD DISKS STAMPED FLAT 1961.  THE SURFACE DISK
 HH0869'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 68.5
 HH0869'FEET WEST OF A WEST GATE POST, 26 FEET NORTH OF THE CENTER OF THE
 HH0869'LANE, 2 FEET SOUTHEAST OF A METAL WITNESS POST AND 1.5 FEET SOUTH
 HH0869'OF AN EAST-WEST FENCE.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 HH0869'
 HH0869'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLAT NO 1 1961, IS SET
 HH0869'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 26 FEET
 HH0869'NORTH OF THE CENTER OF THE LANE, 8 FEET WEST OF THE WEST GATE POST
 HH0869'AND 1 FOOT SOUTH OF THE FENCE.
 HH0869'
 HH0869'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FLAT NO 2 1961, IS SET
 HH0869'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 25 FEET
 HH0869'NORTH OF THE CENTER OF THE LANE, AND 1 FOOT SOUTH OF A T-FENCE
 HH0869'CORNER.
 HH0869'
 HH0869'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FLAT NO 3 1961, IS SET
 HH0869'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 26 FEET
 HH0869'NORTH OF THE CENTER OF THE LANE, 19 FEET EAST OF THE T-FENCE CORNER
 HH0869'AND 2 FEET SOUTH OF THE FENCE.
 HH0869'
 HH0869'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FLAT NO 4 1961, IS SET
 HH0869'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 86 FEET
 HH0869'NORTH OF THE T-FENCE CORNER, 6.5 FEET NORTH OF THE CENTER OF A
 HH0869'CATTLE LOADING CHUTE AND 1.5 FEET EAST OF A FENCE.
 HH0869'
 HH0869'AZIMUTH MARK IS A STANDARD DISK STAMPED FLAT 1961, SET IN A SQUARE
 HH0869'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 18 FEET NORTH OF THE
 HH0869'CENTER OF THE LANE, 2 FEET EAST OF A METAL WITNESS POST AND 0.5
 HH0869'FEET SOUTH OF A FENCE.
 HH0869
 HH0869                          STATION RECOVERY (1967)
 HH0869
 HH0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HH0869'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 HH0869'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 HH0869'CONDITION.  THE TO REACH THE STATION WAS FOUND ADEQUATE EXCEPT THE
 HH0869'FIRST MILEAGE IN THE DESCRIPTION YOU COME TO A SIDE ROAD LEFT
 HH0869'INSTEAD OF A SIDE ROAD RIGHT.
 HH0869'
 HH0869'TWO OTHER REFERENCE MARKS WERE SET IN 1961 BUT NOT MENTIONED
 HH0869'IN THE DESCRIPTION.  REFERENCE MARK NO. 3 WAS SET ON LINE TO
 HH0869'REFERENCE MARK NO. 2, DISTANCE BEING 55.06 FEET, 16.783 METERS WEST
 HH0869'OF THE STATION.  IT IS A STANDARD DISK STAMPED FLAT NO. 3 1961,
 HH0869'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HH0869'IT IS 26 FEET NORTH OF THE CENTER OF A FARM ROAD AND 1 FOOT SOUTH
 HH0869'OF A METAL FENCE POST.  THE OTHER REFERENCE MARK NO. 4 WAS
 HH0869'FOUND DESTROYED.
 HH0869'
 HH0869'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF A METAL FENCE POST.
 HH0869'
 HH0869'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF A METAL FENCE POST.
 HH0869'
 HH0869'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8-1/2 MILES
 HH0869'NORTHEAST OF CIMARRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9206 ***********************************************************************
 DE9206  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9206  DESIGNATION -  FLDWKS KS COOP CORS ARP
 DE9206  CORS_ID     -  FW01
 DE9206  PID         -  DE9206
 DE9206  STATE/COUNTY-  KS/JOHNSON
 DE9206  USGS QUAD   -  OLATHE (1991)
 DE9206
 DE9206                         *CURRENT SURVEY CONTROL
 DE9206  ___________________________________________________________________
 DE9206* NAD 83(CORS)-  38 54 55.31200(N)    094 46 51.99644(W)     ADJUSTED  
 DE9206* NAVD 88     -                                                        
 DE9206  ___________________________________________________________________
 DE9206  EPOCH DATE  -        2002.00
 DE9206  X           -    -414,201.374 (meters)                     COMP
 DE9206  Y           -  -4,952,172.289 (meters)                     COMP
 DE9206  Z           -   3,985,195.774 (meters)                     COMP
 DE9206  ELLIP HEIGHT-         294.53  (meters)          (01/??/03) GPS OBS
 DE9206  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DE9206
 DE9206  HORZ ORDER  -  SPECIAL (CORS)
 DE9206  ELLP ORDER  -  SPECIAL (CORS)
 DE9206
 DE9206.ITRF positions are available for this station.
 DE9206.The coordinates were established by GPS observations
 DE9206.and adjusted by the National Geodetic Survey in January 2003..
 DE9206.The coordinates are valid at the epoch date displayed above.
 DE9206.The epoch date for horizontal control is a decimal equivalence
 DE9206.of Year/Month/Day.
 DE9206
 DE9206
 DE9206.The PID for the CORS L1 Phase Center is DE9207.
 DE9206
 DE9206.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9206
 DE9206.The ellipsoidal height was determined by GPS observations
 DE9206.and is referenced to NAD 83.
 DE9206
 DE9206.The geoid height was determined by GEOID03.
 DE9206
 DE9206;                    North         East     Units Scale Factor Converg.
 DE9206;SPC KS N     -    69,572.711   679,106.666   MT  0.99997388   +2 02 11.9
 DE9206
 DE9206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9206!SPC KS N     -   0.99995379  x   0.99997388  =   0.99992767
 DE9206
 DE9206                          SUPERSEDED SURVEY CONTROL
 DE9206
 DE9206.No superseded survey control is available for this station.
 DE9206
 DE9206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4558208893(NAD 83)
 DE9206_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE9206
 DE9206                          STATION DESCRIPTION
 DE9206
 DE9206'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DE9206'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE9206'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE9206'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE9206'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE9206'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9207 ***********************************************************************
 DE9207  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE9207  DESIGNATION -  FLDWKS KS COOP CORS L1 PHASE CENTER
 DE9207  CORS_ID     -  FW01
 DE9207  PID         -  DE9207
 DE9207  STATE/COUNTY-  KS/JOHNSON
 DE9207  USGS QUAD   -  OLATHE (1991)
 DE9207
 DE9207                         *CURRENT SURVEY CONTROL
 DE9207  ___________________________________________________________________
 DE9207* NAD 83(CORS)-  38 54 55.31201(N)    094 46 51.99645(W)     ADJUSTED  
 DE9207* NAVD 88     -                                                        
 DE9207  ___________________________________________________________________
 DE9207  EPOCH DATE  -        2002.00
 DE9207  X           -    -414,201.381 (meters)                     COMP
 DE9207  Y           -  -4,952,172.374 (meters)                     COMP
 DE9207  Z           -   3,985,195.844 (meters)                     COMP
 DE9207  ELLIP HEIGHT-         294.64  (meters)          (01/??/03) GPS OBS
 DE9207  GEOID HEIGHT-         -32.17  (meters)                     GEOID03
 DE9207
 DE9207  HORZ ORDER  -  SPECIAL (CORS)
 DE9207  ELLP ORDER  -  SPECIAL (CORS)
 DE9207
 DE9207.ITRF positions are available for this station.
 DE9207.The coordinates were established by GPS observations
 DE9207.and adjusted by the National Geodetic Survey in January 2003..
 DE9207.The coordinates are valid at the epoch date displayed above.
 DE9207.The epoch date for horizontal control is a decimal equivalence
 DE9207.of Year/Month/Day.
 DE9207
 DE9207
 DE9207.The PID for the CORS ARP is DE9206.
 DE9207
 DE9207.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE9207
 DE9207.The ellipsoidal height was determined by GPS observations
 DE9207.and is referenced to NAD 83.
 DE9207
 DE9207.The geoid height was determined by GEOID03.
 DE9207
 DE9207;                    North         East     Units Scale Factor Converg.
 DE9207;SPC KS N     -    69,572.711   679,106.666   MT  0.99997388   +2 02 11.9
 DE9207
 DE9207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9207!SPC KS N     -   0.99995377  x   0.99997388  =   0.99992765
 DE9207
 DE9207                          SUPERSEDED SURVEY CONTROL
 DE9207
 DE9207.No superseded survey control is available for this station.
 DE9207
 DE9207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4558208893(NAD 83)
 DE9207_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE9207
 DE9207                          STATION DESCRIPTION
 DE9207
 DE9207'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE9207'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE9207'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE9207'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE9207'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE9207'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1110 ***********************************************************************
 HF1110  DESIGNATION -  FLEMING
 HF1110  PID         -  HF1110
 HF1110  STATE/COUNTY-  KS/ELK
 HF1110  USGS QUAD   -  FALL RIVER (1975)
 HF1110
 HF1110                         *CURRENT SURVEY CONTROL
 HF1110  ___________________________________________________________________
 HF1110* NAD 83(1997)-  37 35 06.52258(N)    096 05 45.10673(W)     ADJUSTED  
 HF1110* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 HF1110  ___________________________________________________________________
 HF1110  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 HF1110  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HF1110
 HF1110  HORZ ORDER  -  FIRST
 HF1110
 HF1110.The horizontal coordinates were established by classical geodetic methods
 HF1110.and adjusted by the National Geodetic Survey in October 1998..
 HF1110
 HF1110.The orthometric height was scaled from a topographic map.
 HF1110
 HF1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1110
 HF1110.The geoid height was determined by GEOID03.
 HF1110
 HF1110;                    North         East     Units Scale Factor Converg.
 HF1110;SPC KS S     -   504,674.403   612,311.678   MT  0.99995266   +1 28 38.7
 HF1110;UTM  14      - 4,163,753.502   756,433.490   MT  1.00041005   +1 46 20.3
 HF1110
 HF1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1110!SPC KS S     -   0.99994780  x   0.99995266  =   0.99990046
 HF1110!UTM  14      -   0.99994780  x   1.00041005  =   1.00035782
 HF1110
 HF1110|---------------------------------------------------------------------|
 HF1110| PID    Reference Object                     Distance      Geod. Az  |
 HF1110|                                                           dddmmss.s |
 HF1110| CL5209 FLEMING RM 1                         22.498 METERS 06008     |
 HF1110| CL5210 FLEMING RM 2                         27.173 METERS 15235     |
 HF1110| CL5208 FLEMING AZ MK                                      3113629.2 |
 HF1110|---------------------------------------------------------------------|
 HF1110
 HF1110                          SUPERSEDED SURVEY CONTROL
 HF1110
 HF1110  NAD 83(1997)-  37 35 06.52751(N)    096 05 45.09940(W) AD(       ) 1
 HF1110  NAD 83(1986)-  37 35 06.53050(N)    096 05 45.08899(W) AD(       ) 1
 HF1110  NAD 27      -  37 35 06.39974(N)    096 05 44.13088(W) AD(       ) 1
 HF1110
 HF1110.Superseded values are not recommended for survey control.
 HF1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1110.See file dsdata.txt to determine how the superseded data were derived.
 HF1110
 HF1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG5643363754(NAD 83)
 HF1110_MARKER: DS = TRIANGULATION STATION DISK
 HF1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1110
 HF1110  HISTORY     - Date     Condition        Report By
 HF1110  HISTORY     - 1940     MONUMENTED       CGS
 HF1110  HISTORY     - 19910116 GOOD             USPSQD
 HF1110
 HF1110                          STATION DESCRIPTION
 HF1110
 HF1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1110'STATION IS 4 MILES WSW OF FALL RIVER, 7.5 MILES ESE OF SEVERY,
 HF1110'ABOUT 1/4 MILE E OF A COUNTRY CEMETERY, 0.4 MILE S OF A RURAL
 HF1110'SCHOOL, ON HIGHEST GROUND IN THE VICINITY IN A PASTURE ON
 HF1110'THE PROPERTY OF MR. FLEMING, IN THE NE 1/4 OF SECTION 28, T
 HF1110'28 S, R 12 E.  STATION MARK IS ON HIGHEST POINT OF HILL IN OPEN
 HF1110'PASTURE ON THE PROPERTY OF MR. FLEMING, ABOUT 1/4 MILE E OF N-S
 HF1110'SECTION-LINE ROAD AND 0.4 MILE S OF RURAL SCHOOLHOUSE, IS
 HF1110'STAMPED FLEMING 1940 AND PROJECTS 4 INCHES.
 HF1110'
 HF1110'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARK ARE STANDARD
 HF1110'BRONZE DISKS SET IN CONCRETE.
 HF1110'
 HF1110'REFERENCE MARK NO. 1 IS ENE OF STATION, ABOUT LEVEL WITH STATION
 HF1110'ON HILLTOP, IS STAMPED FLEMING NO. 1 1940 AND PROJECTS 4
 HF1110'INCHES.
 HF1110'
 HF1110'REFERENCE MARK NO. 2 IS SSE OF THE STATION, ABOUT 1 FOOT LOWER
 HF1110'THAN STATION ON S SIDE OF THE HILL TOP, IS STAMPED FLEMING NO.
 HF1110'2 1940 AND PROJECTS 4 INCHES.
 HF1110'
 HF1110'AZIMUTH MARK IS 29 FEET N OF CENTER LINE OF SECTION-LINE
 HF1110'ROAD, 11 FEET W OF CENTER LINE OF FARM ENTRANCE, 18 INCHES S
 HF1110'OF FENCE LINE, 1 FOOT S BY E OF WHITE REFERENCE POST, IS
 HF1110'STAMPED FLEMING 1940 AND PROJECTS 4 INCHES.
 HF1110'
 HF1110'TO REACH THE STATION FROM THE FALL RIVER DEPOT, GO S, W AND
 HF1110'S FOR 0.45 MILE AND TURN RIGHT, (W) ON GRAVELED ROAD, GO 0.2
 HF1110'MILE AND TURN LEFT, (S) ON GRAVELED ROAD, GO 0.7 MILE AND TURN
 HF1110'RIGHT, (W) ON GOOD GRAVEL ROAD, GO 4.0 MILES TO RURAL SCHOOL
 HF1110'ON S SIDE OF ROAD (CONTINUE W 0.4 MILE TO AZIMUTH MARK) GO
 HF1110'S ACROSS SCHOOLYARD TO GATE IN FENCE AT SW CORNER AND PASS
 HF1110'THROUGH GATE, GO S, E AND S ACROSS FIELD FOR 0.4 MILE TO
 HF1110'HIGHEST POINT AND STATION.
 HF1110'
 HF1110'HEIGHT OF LIGHT ABOVE STATION - 22 METERS.
 HF1110
 HF1110                          STATION RECOVERY (1991)
 HF1110
 HF1110'RECOVERY NOTE BY US POWER SQUADRON 1991 (RC)
 HF1110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0697 ***********************************************************************
 KH0697  DESIGNATION -  FLEMMING
 KH0697  PID         -  KH0697
 KH0697  STATE/COUNTY-  KS/CHEYENNE
 KH0697  USGS QUAD   -  HENKLE CANYON (1976)
 KH0697
 KH0697                         *CURRENT SURVEY CONTROL
 KH0697  ___________________________________________________________________
 KH0697* NAD 83(1997)-  39 55 04.12525(N)    101 34 06.54235(W)     ADJUSTED  
 KH0697* NAVD 88     -       960.     (meters)    3150.     (feet)  SCALED    
 KH0697  ___________________________________________________________________
 KH0697  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 KH0697  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 KH0697
 KH0697  HORZ ORDER  -  THIRD
 KH0697
 KH0697.The horizontal coordinates were established by classical geodetic methods
 KH0697.and adjusted by the National Geodetic Survey in October 1998..
 KH0697
 KH0697.The orthometric height was scaled from a topographic map.
 KH0697
 KH0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0697
 KH0697.The geoid height was determined by GEOID03.
 KH0697
 KH0697;                    North         East     Units Scale Factor Converg.
 KH0697;SPC KS N     -   181,914.629    94,979.825   MT  1.00002458   -2 15 28.2
 KH0697;SPC NE       -    10,596.861   365,902.904   MT  1.00003814   -1 02 21.9
 KH0697;UTM  14      - 4,421,793.801   280,479.226   MT  1.00019329   -1 38 55.8
 KH0697
 KH0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0697!SPC KS N     -   0.99985302  x   1.00002458  =   0.99987760
 KH0697!SPC NE       -   0.99985302  x   1.00003814  =   0.99989116
 KH0697!UTM  14      -   0.99985302  x   1.00019329  =   1.00004628
 KH0697
 KH0697:                Primary Azimuth Mark                     Grid Az
 KH0697:SPC KS N     -  FLEMMING AZ MK                           050 46 22.0
 KH0697:SPC NE       -  FLEMMING AZ MK                           049 33 15.7
 KH0697:UTM  14      -  FLEMMING AZ MK                           050 09 49.6
 KH0697
 KH0697|---------------------------------------------------------------------|
 KH0697| PID    Reference Object                     Distance      Geod. Az  |
 KH0697|                                                           dddmmss.s |
 KH0697| CP8043 FLEMMING AZ MK                                     0483053.8 |
 KH0697| CP8044 FLEMMING RM 1                         5.944 METERS 09505     |
 KH0697| CP8045 FLEMMING RM 2                        10.490 METERS 35537     |
 KH0697|---------------------------------------------------------------------|
 KH0697
 KH0697                          SUPERSEDED SURVEY CONTROL
 KH0697
 KH0697  NAD 83(1997)-  39 55 04.12523(N)    101 34 06.54253(W) AD(       ) 3
 KH0697  NAD 83(1986)-  39 55 04.12490(N)    101 34 06.54374(W) AD(       ) 3
 KH0697  NAD 27      -  39 55 04.14100(N)    101 34 04.93800(W) AD(       ) 3
 KH0697
 KH0697.Superseded values are not recommended for survey control.
 KH0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0697.See file dsdata.txt to determine how the superseded data were derived.
 KH0697
 KH0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK8047921794(NAD 83)
 KH0697_MARKER: DD = SURVEY DISK
 KH0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0697
 KH0697  HISTORY     - Date     Condition        Report By
 KH0697  HISTORY     - 1951     MONUMENTED       USGS
 KH0697
 KH0697                          STATION DESCRIPTION
 KH0697
 KH0697'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (RLE)
 KH0697'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF BIRD CITY, ON
 KH0697'HIGHEST POINT OF A PASTURE OWNED BY MR. FLEMMING.  IT IS 4 FEET
 KH0697'NORTHEAST OF A WITNESS POST AND 2 FEET EAST OF A NORTH-SOUTH
 KH0697'FENCE.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BRONZE DISK
 KH0697'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST.  IT IS
 KH0697'STAMPED FLEMMING 1941 AND IS SET FLUSH.
 KH0697'
 KH0697'REFERENCE MARK NO. 1 IS SET IN THE PASTURE, 22 FEET EAST FROM
 KH0697'A NORTH-SOUTH FENCE.  IT IS A STANDARD REFERENCE MARK DISK
 KH0697'WELDED ON THE TOP OF A 3 INCH IRON PIPE.  IT IS STAMPED FLEMMING
 KH0697'NO 1 1951 AND PROJECTS 1 INCH.
 KH0697'
 KH0697'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE.  IT
 KH0697'IS A STANDARD REFERENCE MARK DISK WELDED ON THE TOP OF A 3
 KH0697'INCH IRON PIPE.  IT IS STAMPED FLEMMING NO 2 1951 AND PROJECTS
 KH0697'2 INCHES.
 KH0697'
 KH0697'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0697'NO. 2 IS 42.2 FEET.
 KH0697'
 KH0697'THE AZIMUTH MARK IS 21 FEET EAST FROM THE CENTER OF A DIRT ROAD,
 KH0697'21 FEET WEST OF A NORTH-SOUTH FENCE LINE, 4 FEET WEST OF A
 KH0697'POWER LINE POLE AND 1 FOOT WEST OF A WITNESS POST.  IT IS
 KH0697'STAMPED FLEMMING 1951 AND PROJECTS 3 INCHES.
 KH0697'
 KH0697'TO REACH THE STATION FROM THE POST OFFICE IN BIRD CITY, GO NORTH
 KH0697'FOR 0.4 MILE TO U.S. HIGHWAY 36, CONTINUE NORTH ON A GRAVELED
 KH0697'ROAD FOR 1.0 MILE TO A T ROAD INTERSECTION, TURN RIGHT AND GO
 KH0697'EAST FOR 0.5 MILE TO A T ROAD LEFT, TURN LEFT AND GO NORTH FOR
 KH0697'10.3 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST FOR 1.5
 KH0697'MILES TO A T ROAD INTERSECTION, TURN RIGHT AND GO NORTH FOR
 KH0697'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 KH0697'CONTINUE FOR 0.3 MILE TO MR. FLEMMINGS FARM BUILDINGS.  TURN
 KH0697'LEFT AND GO THROUGH GATE, GO WEST FOR 100 YARDS TO ANOTHER
 KH0697'GATE, PASS THROUGH GATE AND GO WEST (FOLLOW ALONG SOUTH
 KH0697'SIDE OF FENCE) FOR 0.3 MILE TO A GATE ON THE RIGHT AND A TRACK
 KH0697'ROAD LEFT, TURN LEFT AND FOLLOW TRACK ROAD SOUTH FOR 0.5 MILE
 KH0697'TO A FENCE CORNER, FOLLOW FENCE EAST THEN SOUTH FOR 0.2
 KH0697'MILE TO THE HEAD OF A DRAW.  HERE PACK SOUTH FOR 100 YARDS TO
 KH0697'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0270 ***********************************************************************
 KF0270  DESIGNATION -  FLINT
 KF0270  PID         -  KF0270
 KF0270  STATE/COUNTY-  KS/GEARY
 KF0270  USGS QUAD   -  OGDEN (1982)
 KF0270
 KF0270                         *CURRENT SURVEY CONTROL
 KF0270  ___________________________________________________________________
 KF0270* NAD 83(1997)-  39 04 00.73156(N)    096 38 07.56191(W)     ADJUSTED  
 KF0270* NAVD 88     -       384.549  (meters)    1261.64   (feet)  ADJUSTED  
 KF0270  ___________________________________________________________________
 KF0270  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KF0270  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 KF0270  DYNAMIC HT  -         384.286 (meters)    1260.78  (feet)  COMP
 KF0270  MODELED GRAV-     979,931.7   (mgal)                       NAVD 88
 KF0270
 KF0270  HORZ ORDER  -  SECOND
 KF0270  VERT ORDER  -  SECOND    CLASS 0
 KF0270
 KF0270.The horizontal coordinates were established by classical geodetic methods
 KF0270.and adjusted by the National Geodetic Survey in October 1998..
 KF0270
 KF0270.The orthometric height was determined by differential leveling
 KF0270.and adjusted by the National Geodetic Survey in June 1991..
 KF0270
 KF0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0270
 KF0270.The geoid height was determined by GEOID03.
 KF0270
 KF0270.The dynamic height is computed by dividing the NAVD 88
 KF0270.geopotential number by the normal gravity value computed on the
 KF0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0270.degrees latitude (g = 980.6199 gals.).
 KF0270
 KF0270.The modeled gravity was interpolated from observed gravity values.
 KF0270
 KF0270;                    North         East     Units Scale Factor Converg.
 KF0270;SPC KS N     -    82,320.228   518,087.152   MT  0.99996197   +0 51 48.2
 KF0270;UTM  14      - 4,326,858.446   704,571.132   MT  1.00011533   +1 29 26.6
 KF0270
 KF0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0270!SPC KS N     -   0.99994436  x   0.99996197  =   0.99990633
 KF0270!UTM  14      -   0.99994436  x   1.00011533  =   1.00005968
 KF0270
 KF0270|---------------------------------------------------------------------|
 KF0270| PID    Reference Object                     Distance      Geod. Az  |
 KF0270|                                                           dddmmss.s |
 KF0270| KF0271 FLINT RM 1                            6.269 METERS 02446     |
 KF0270| KF0269 FLINT RM 2                            9.742 METERS 26739     |
 KF0270| KF0263 FORD                                APPROX. 4.6 KM 2681820.1 |
 KF0270|---------------------------------------------------------------------|
 KF0270
 KF0270                          SUPERSEDED SURVEY CONTROL
 KF0270
 KF0270  NAD 83(1986)-  39 04 00.73728(N)    096 38 07.55966(W) AD(       ) 2
 KF0270  NAD 27      -  39 04 00.74916(N)    096 38 06.54094(W) AD(       ) 2
 KF0270  NGVD 29 (??/??/92)  384.423  (m)         1261.23   (f) ADJ UNCH    2 0
 KF0270
 KF0270.Superseded values are not recommended for survey control.
 KF0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0270.See file dsdata.txt to determine how the superseded data were derived.
 KF0270
 KF0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0457126858(NAD 83)
 KF0270_MARKER: DE = TRAVERSE STATION DISK
 KF0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0270_STAMPING: FLINT 1970
 KF0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0270+STABILITY: SURFACE MOTION
 KF0270
 KF0270  HISTORY     - Date     Condition        Report By
 KF0270  HISTORY     - 1970     MONUMENTED       NGS
 KF0270  HISTORY     - 1970     GOOD             NGS
 KF0270
 KF0270                          STATION DESCRIPTION
 KF0270
 KF0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0270'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF THE BUSINESS
 KF0270'CENTER OF JUNCTION CITY, 8.0 MILES SOUTH AND 2.0 MILES WEST
 KF0270'OF THE BUSINESS CENTER OF MANHATTAN, IN THE NORTHEAST 1/4
 KF0270'OF SECTION 27, T11S, R7E ON A CUT BANK ON THE SOUTH RIGHT-OF-WAY
 KF0270'OF INTERSTATE HIGHWAY 70 AND IS ABOUT 50 FET ABOVE THE LEVEL OF
 KF0270'THE HIGHWAY.
 KF0270'
 KF0270'TO REACH THE STATION FROM THE MC DOWELL CREEK EXIT OF I 70
 KF0270'GO EAST ON I 70 FOR 1.2 MILES TO THE STATION ON THE RIGHT.
 KF0270'
 KF0270'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED FLINT 1970.
 KF0270'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0270'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 KF0270'SURFACE.  IT IS ABOUT 150 FEET NORTH OF THE HIGHEST PART
 KF0270'OF THE RIDGE, 20.0 FEET SOUTH OF THE EDGE OF A CUT BANK
 KF0270'AND 3.7 FEET NORTH OF A METAL WITNESS POST WITH SIGN AND
 KF0270'RIGHT-OF-WAY FENCE.  THE UNDERGROUND MARK IS CEMENTED IN
 KF0270'A DRILL HOLE IN BEDROCK 18 INCHES BELOW THE GROUND SURFACE.
 KF0270'
 KF0270'REFERENCE MARK 1, A STANDARD DISK STAMPED FLINT NO 1 1970,
 KF0270'IS CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP ON THE EDGE
 KF0270'OF THE CUT BANK.  IT IS 24.2 FEET NORTH-NORTHEAST OF THE
 KF0270'WITNESS POST, 23.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 KF0270'AND ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 KF0270'
 KF0270'REFERENCE MARK 2, A STANDARD DISK STAMPED FLINT NO 2 1970,
 KF0270'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KF0270'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 KF0270'31.7 FEET WEST OF THE WITNESS POST, 28 FEET SOUTH OF THE
 KF0270'EDGE OF THE CUT BANK, 1.1 FEET NORTH OF THE RIGHT-OF-WAY
 KF0270'FENCE AND ABOUT 1 FOOT BELOW THE LEVEL OF THE STATION.
 KF0270'
 KF0270'TRAVERSE STATION FORD WILL SERVE AS THE AZIMUTH MARK.
 KF0270'
 KF0270'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 KF0270
 KF0270                          STATION RECOVERY (1970)
 KF0270
 KF0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0270'11.7 MI E FROM JUNCTION CITY.
 KF0270'ABOUT 11.7 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0270'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0270'0.5 MILE EAST OF THE HIGHWAY BRIDGE OVER MC DOWELL CREEK, ON THE
 KF0270'TOP OF THE MORE EASTERLY OF TWO CUTS FOR THE HIGHWAY, 155 FEET
 KF0270'(SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF
 KF0270'THE HIGHWAY, 4 FEET NORTH OF A FENCE, 3.7 FEET NORTH OF A METAL
 KF0270'WITNESS POST, ABOUT 50 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 KF0270'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 KF0270'SEC 27, T11S, R7E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0271 ***********************************************************************
 KF0271  DESIGNATION -  FLINT RM 1
 KF0271  PID         -  KF0271
 KF0271  STATE/COUNTY-  KS/GEARY
 KF0271  USGS QUAD   -  OGDEN (1982)
 KF0271
 KF0271                         *CURRENT SURVEY CONTROL
 KF0271  ___________________________________________________________________
 KF0271* NAD 83(1986)-  39 04 00.     (N)    096 38 07.     (W)     SCALED    
 KF0271* NAVD 88     -       384.062  (meters)    1260.04   (feet)  ADJUSTED  
 KF0271  ___________________________________________________________________
 KF0271  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 KF0271  DYNAMIC HT  -         383.799 (meters)    1259.18  (feet)  COMP
 KF0271  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 KF0271
 KF0271  VERT ORDER  -  SECOND    CLASS 0
 KF0271
 KF0271.The horizontal coordinates were scaled from a topographic map and have
 KF0271.an estimated accuracy of +/- 6 seconds.
 KF0271
 KF0271.The orthometric height was determined by differential leveling
 KF0271.and adjusted by the National Geodetic Survey in June 1991..
 KF0271
 KF0271.The geoid height was determined by GEOID03.
 KF0271
 KF0271.The dynamic height is computed by dividing the NAVD 88
 KF0271.geopotential number by the normal gravity value computed on the
 KF0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0271.degrees latitude (g = 980.6199 gals.).
 KF0271
 KF0271.The modeled gravity was interpolated from observed gravity values.
 KF0271
 KF0271;                    North         East    Units  Estimated Accuracy
 KF0271;SPC KS N     -    82,300.      518,100.      MT  (+/- 180 meters Scaled)
 KF0271
 KF0271                          SUPERSEDED SURVEY CONTROL
 KF0271
 KF0271  NGVD 29 (??/??/92)  383.936  (m)         1259.63   (f) ADJ UNCH    2 0
 KF0271
 KF0271.Superseded values are not recommended for survey control.
 KF0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0271.See file dsdata.txt to determine how the superseded data were derived.
 KF0271
 KF0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ045268(NAD 83)
 KF0271_MARKER: DR = REFERENCE MARK DISK
 KF0271_SETTING: 66 = SET IN ROCK OUTCROP
 KF0271_SP_SET: ROCK CUT
 KF0271_STAMPING: FLINT NO 1 1970
 KF0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0271+STABILITY: POSITION/ELEVATION WELL
 KF0271
 KF0271  HISTORY     - Date     Condition        Report By
 KF0271  HISTORY     - 1970     MONUMENTED       NGS
 KF0271
 KF0271                          STATION DESCRIPTION
 KF0271
 KF0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0271'11.7 MI E FROM JUNCTION CITY.
 KF0271'ABOUT 11.7 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0271'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0271'CITY, 0.5 MILE EAST OF THE HIGHWAY BRIDGE OVER MC DOWELL CREEK,
 KF0271'ON THE TOP OF THE MORE EASTERLY OF TWO CUTS FOR THE HIGHWAY,135
 KF0271'FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE OF THE SOUTH
 KF0271'LANES OF THE HIGHWAY, SET IN THE TOP OF A ROCK LEDGE ON THE TOP OF
 KF0271'THE ROCK PORTION OF THE CUT, 0.7 FOOT SOUTH OF THE NORTH EDGE OF
 KF0271'THE ROCK, 1 1/2 FEET BELOW THE SURFACE OF THE GROUND, 20.70
 KF0271'FEET NORTH OF THE STATION MARK, AND ABOUT 1 1/2 FEET BELOW THE
 KF0271'LEVEL OF THE STATION MARK.  SEC 27, T11S, R7E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0269 ***********************************************************************
 KF0269  DESIGNATION -  FLINT RM 2
 KF0269  PID         -  KF0269
 KF0269  STATE/COUNTY-  KS/GEARY
 KF0269  USGS QUAD   -  OGDEN (1982)
 KF0269
 KF0269                         *CURRENT SURVEY CONTROL
 KF0269  ___________________________________________________________________
 KF0269* NAD 83(1986)-  39 04 00.     (N)    096 38 07.     (W)     SCALED    
 KF0269* NAVD 88     -       384.205  (meters)    1260.51   (feet)  ADJUSTED  
 KF0269  ___________________________________________________________________
 KF0269  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 KF0269  DYNAMIC HT  -         383.942 (meters)    1259.65  (feet)  COMP
 KF0269  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 KF0269
 KF0269  VERT ORDER  -  SECOND    CLASS 0
 KF0269
 KF0269.The horizontal coordinates were scaled from a topographic map and have
 KF0269.an estimated accuracy of +/- 6 seconds.
 KF0269
 KF0269.The orthometric height was determined by differential leveling
 KF0269.and adjusted by the National Geodetic Survey in June 1991..
 KF0269
 KF0269.The geoid height was determined by GEOID03.
 KF0269
 KF0269.The dynamic height is computed by dividing the NAVD 88
 KF0269.geopotential number by the normal gravity value computed on the
 KF0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0269.degrees latitude (g = 980.6199 gals.).
 KF0269
 KF0269.The modeled gravity was interpolated from observed gravity values.
 KF0269
 KF0269;                    North         East    Units  Estimated Accuracy
 KF0269;SPC KS N     -    82,300.      518,100.      MT  (+/- 180 meters Scaled)
 KF0269
 KF0269                          SUPERSEDED SURVEY CONTROL
 KF0269
 KF0269  NGVD 29 (??/??/92)  384.079  (m)         1260.10   (f) ADJ UNCH    2 0
 KF0269
 KF0269.Superseded values are not recommended for survey control.
 KF0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0269.See file dsdata.txt to determine how the superseded data were derived.
 KF0269
 KF0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ045268(NAD 83)
 KF0269_MARKER: DR = REFERENCE MARK DISK
 KF0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0269_STAMPING: FLINT NO 2 1970
 KF0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0269+STABILITY: SURFACE MOTION
 KF0269
 KF0269  HISTORY     - Date     Condition        Report By
 KF0269  HISTORY     - 1970     MONUMENTED       NGS
 KF0269
 KF0269                          STATION DESCRIPTION
 KF0269
 KF0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0269'11.7 MI E FROM JUNCTION CITY.
 KF0269'ABOUT 11.7 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0269'OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY, 0.5
 KF0269'MILE EAST OF THE HIGHWAY BRIDGE OVER MC DOWELL CREEK, ON THE TOP
 KF0269'OF THE MORE EASTERLY OF TWO CUTS FOR THE HIGHWAY, 158 FEET SOUTH
 KF0269'(SLOPE MEASUREMENT) OF THE CENTER LINE OF THE SOUTH LANES OF THE
 KF0269'HIGHWAY, 1.3 FEET SOUTH OF A FENCE, 32.00 FEET WEST OF THE STATION
 KF0269'MARK, ABOUT 1 FOOT BELOW THE LEVEL OF THE STATION MARK, AND SET
 KF0269'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.  SEC 27,
 KF0269'T11S, R7E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0562 ***********************************************************************
 HF0562  DESIGNATION -  FLOOD
 HF0562  PID         -  HF0562
 HF0562  STATE/COUNTY-  KS/SEDGWICK
 HF0562  USGS QUAD   -  WICHITA WEST (1982)
 HF0562
 HF0562                         *CURRENT SURVEY CONTROL
 HF0562  ___________________________________________________________________
 HF0562* NAD 83(1997)-  37 43 54.76071(N)    097 22 52.54939(W)     ADJUSTED  
 HF0562* NAVD 88     -       408.722  (meters)    1340.95   (feet)  ADJUSTED  
 HF0562  ___________________________________________________________________
 HF0562  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HF0562  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF0562  DYNAMIC HT  -         408.400 (meters)    1339.89  (feet)  COMP
 HF0562  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 HF0562
 HF0562  HORZ ORDER  -  SECOND
 HF0562  VERT ORDER  -  SECOND    CLASS 0
 HF0562
 HF0562.The horizontal coordinates were established by classical geodetic methods
 HF0562.and adjusted by the National Geodetic Survey in October 1998..
 HF0562
 HF0562.The orthometric height was determined by differential leveling
 HF0562.and adjusted by the National Geodetic Survey in June 1991..
 HF0562
 HF0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0562
 HF0562.The geoid height was determined by GEOID03.
 HF0562
 HF0562.The dynamic height is computed by dividing the NAVD 88
 HF0562.geopotential number by the normal gravity value computed on the
 HF0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0562.degrees latitude (g = 980.6199 gals.).
 HF0562
 HF0562.The modeled gravity was interpolated from observed gravity values.
 HF0562
 HF0562;                    North         East     Units Scale Factor Converg.
 HF0562;SPC KS S     -   518,813.577   498,609.867   MT  0.99994115   +0 41 15.0
 HF0562;UTM  14      - 4,177,300.287   642,641.412   MT  0.99985061   +0 59 26.8
 HF0562
 HF0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0562!SPC KS S     -   0.99994039  x   0.99994115  =   0.99988154
 HF0562!UTM  14      -   0.99994039  x   0.99985061  =   0.99979100
 HF0562
 HF0562:                Primary Azimuth Mark                     Grid Az
 HF0562:SPC KS S     -  FLOOD RM 3                               035 21 35.3
 HF0562:UTM  14      -  FLOOD RM 3                               035 03 23.5
 HF0562
 HF0562|---------------------------------------------------------------------|
 HF0562| PID    Reference Object                     Distance      Geod. Az  |
 HF0562|                                                           dddmmss.s |
 HF0562| HF0560 FLOOD RM 3                                         0360250.3 |
 HF0562| HF0561 FLOOD RM 1                            9.052 METERS 13119     |
 HF0562| HF0563 FLOOD RM 2                           10.048 METERS 21549     |
 HF0562|---------------------------------------------------------------------|
 HF0562
 HF0562                          SUPERSEDED SURVEY CONTROL
 HF0562
 HF0562  NAD 83(1997)-  37 43 54.76815(N)    097 22 52.54580(W) AD(       ) 2
 HF0562  NAD 83(1986)-  37 43 54.77231(N)    097 22 52.54610(W) AD(       ) 2
 HF0562  NAD 27      -  37 43 54.72638(N)    097 22 51.37573(W) AD(       ) 2
 HF0562  NGVD 29 (??/??/92)  408.575  (m)         1340.47   (f) ADJ UNCH    2 0
 HF0562
 HF0562.Superseded values are not recommended for survey control.
 HF0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0562.See file dsdata.txt to determine how the superseded data were derived.
 HF0562
 HF0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4264177300(NAD 83)
 HF0562_MARKER: DE = TRAVERSE STATION DISK
 HF0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0562_STAMPING: FLOOD 1972
 HF0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0562+STABILITY: SURFACE MOTION
 HF0562
 HF0562  HISTORY     - Date     Condition        Report By
 HF0562  HISTORY     - 1972     MONUMENTED       NGS
 HF0562  HISTORY     - 1972     GOOD             NGS
 HF0562
 HF0562                          STATION DESCRIPTION
 HF0562
 HF0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0562'THE STATION IS ABOUT 2-3/4 MILES NORTH AND 2-1/2 MILES WEST OF
 HF0562'WICHITA, 0.05 MILE NORTHWEST OF INTERSTATE HIGHWAY 235, AT THE
 HF0562'WEST TERMINUS OF 25TH STREET AND ON THE ROAD RIGHT-OF-WAY IN
 HF0562'SEC. 1, R. 1W., T. 27 S.
 HF0562'
 HF0562'STATION MARKS ARE STANDARD DISKS, STAMPED FLOOD 1972.  THE SURFACE
 HF0562'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HF0562'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 173.2 FEET NORTHWEST
 HF0562'OF THE SOUTHWEST CORNER OF A CONCRETE BRIDGE THAT CARRIES THE
 HF0562'25TH STREET TRAFFIC OVER HIGHWAY 235, 35.0 FEET NORTHWEST OF A
 HF0562'METAL GUARD RAIL AND 12.0 FEET SOUTHEAST OF A WITNESS POST.  THE
 HF0562'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HF0562'INCHES BELOW THE GROUND SURFACE.
 HF0562'
 HF0562'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLOOD NO 1 1972, SET
 HF0562'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HF0562'FLUSH WITH THE GROUND SURFACE.  IT IS 41.5 FEET SOUTHEAST OF THE
 HF0562'WITNESS POST AND FENCE, 6.3 FEET NORTHWEST OF THE GUARD RAIL AND
 HF0562'ABOUT THE SAME IN ELEVATION AS THE STATION.
 HF0562'
 HF0562'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLOOD NO 2 1972,
 HF0562'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HF0562'IS FLUSH WITH THE GROUND SURFACE.  IT IS 33.8 FEET SOUTHWEST OF
 HF0562'THE GUARD RAIL, 33.0 FEET SOUTH OF THE WITNESS POST, 11.0 FEET
 HF0562'SOUTHEAST OF THE FENCE AND ABOUT THE SAME IN ELEVATION AS THE
 HF0562'STATION.
 HF0562'
 HF0562'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FLOOD NO 3 1972.
 HF0562'IT IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A
 HF0562'CONCRETE BRIDGE FOR THE SOUTHBOUND TRAFFIC OF INTERSTATE HIGHWAY
 HF0562'235.  IT IS 19.8 FEET EAST OF THE CENTER OF THE SOUTHBOUND LANE,
 HF0562'5.3 FEET WEST OF A METAL GUARD RAIL AND 0.6 FOOT SOUTHWEST OF A
 HF0562'METAL WITNESS POST.  TO REACH THE MARK FROM THE STATION GO
 HF0562'NORTHEAST ON INTERSTATE HIGHWAY 235 FOR 0.55 MILE TO A CONCRETE
 HF0562'BRIDGE AND THE MARK ON THE LEFT.
 HF0562'
 HF0562'HEIGHT OF LIGHT ABOVE STATION MARK - 1.55 METERS.
 HF0562
 HF0562                          STATION RECOVERY (1972)
 HF0562
 HF0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0562'3.9 MI WSW FROM WICHITA.
 HF0562'ABOUT 3.90 MILES WEST-SOUTHWEST ALONG INTERSTATE HIGHWAY 235 FROM
 HF0562'THE OVERPASS FOR U.S. HIGHWAY 81 AT THE NORTH EDGE OF WICHITA,
 HF0562'STATION LOCATED AT THE WEST TERMINUS OF 25 TH STREET AND ON THE
 HF0562'ROAD RIGHT-OF-WAY.  IT IS 173.2 FEET NORTHWEST OF THE SOUTHWEST
 HF0562'CORNER OF A CONCRETE BRIDGE THAT CARRIES THE 25 TH STREET TRAFFIC
 HF0562'OVER INTERSTATE HIGHWAY 235, 35.0 FEET NORTHWEST OF A METAL
 HF0562'GUARD RAIL, 32.96 FEET NORTHEAST OF RM 2, 29.70 FEET NORTHWEST
 HF0562'OF RM 1, 12.0 FEET SOUTHEAST OF A METAL WITNESS POST AND SET IN
 HF0562'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 1,
 HF0562'T 27 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0561 ***********************************************************************
 HF0561  DESIGNATION -  FLOOD RM 1
 HF0561  PID         -  HF0561
 HF0561  STATE/COUNTY-  KS/SEDGWICK
 HF0561  USGS QUAD   -  WICHITA WEST (1982)
 HF0561
 HF0561                         *CURRENT SURVEY CONTROL
 HF0561  ___________________________________________________________________
 HF0561* NAD 83(1986)-  37 43 54.     (N)    097 22 52.     (W)     SCALED    
 HF0561* NAVD 88     -       408.710  (meters)    1340.91   (feet)  ADJUSTED  
 HF0561  ___________________________________________________________________
 HF0561  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF0561  DYNAMIC HT  -         408.389 (meters)    1339.86  (feet)  COMP
 HF0561  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 HF0561
 HF0561  VERT ORDER  -  SECOND    CLASS 0
 HF0561
 HF0561.The horizontal coordinates were scaled from a topographic map and have
 HF0561.an estimated accuracy of +/- 6 seconds.
 HF0561
 HF0561.The orthometric height was determined by differential leveling
 HF0561.and adjusted by the National Geodetic Survey in June 1991..
 HF0561
 HF0561.The geoid height was determined by GEOID03.
 HF0561
 HF0561.The dynamic height is computed by dividing the NAVD 88
 HF0561.geopotential number by the normal gravity value computed on the
 HF0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0561.degrees latitude (g = 980.6199 gals.).
 HF0561
 HF0561.The modeled gravity was interpolated from observed gravity values.
 HF0561
 HF0561;                    North         East    Units  Estimated Accuracy
 HF0561;SPC KS S     -   518,790.      498,620.      MT  (+/- 180 meters Scaled)
 HF0561
 HF0561                          SUPERSEDED SURVEY CONTROL
 HF0561
 HF0561  NGVD 29 (??/??/92)  408.564  (m)         1340.43   (f) ADJ UNCH    2 0
 HF0561
 HF0561.Superseded values are not recommended for survey control.
 HF0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0561.See file dsdata.txt to determine how the superseded data were derived.
 HF0561
 HF0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG426772(NAD 83)
 HF0561_MARKER: DR = REFERENCE MARK DISK
 HF0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0561_STAMPING: FLOOD NO 1 1972
 HF0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0561+STABILITY: SURFACE MOTION
 HF0561
 HF0561  HISTORY     - Date     Condition        Report By
 HF0561  HISTORY     - 1972     MONUMENTED       NGS
 HF0561
 HF0561                          STATION DESCRIPTION
 HF0561
 HF0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0561'3.9 MI WSW FROM WICHITA.
 HF0561'ABOUT 3.90 MILES WEST-SOUTHWEST ALONG INTERSTATE HIGHWAY 235 FROM
 HF0561'THE OVERPASS FOR U.S. HIGHWAY 81 AT THE NORTH EDGE OF WICHITA,
 HF0561'THE RM IS LOCATED AT THE WEST TERMINUS OF 25 TH STREET AND ON
 HF0561'THE ROAD RIGHT-OF-WAY, IS IS 41.5 FEET SOUTHEAST OF A METAL
 HF0561'WITNESS POST AND FENCE, 29.70 FEET SOUTHEAST OF THE STATION, 6.3
 HF0561'FEET NORTHWEST OF A GUARD RAIL AND SET IN THE TOP OF A CONCRETE
 HF0561'POST FLUSH WITH THE GROUND.  SECTION 1, T 27 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0563 ***********************************************************************
 HF0563  DESIGNATION -  FLOOD RM 2
 HF0563  PID         -  HF0563
 HF0563  STATE/COUNTY-  KS/SEDGWICK
 HF0563  USGS QUAD   -  WICHITA WEST (1982)
 HF0563
 HF0563                         *CURRENT SURVEY CONTROL
 HF0563  ___________________________________________________________________
 HF0563* NAD 83(1986)-  37 43 54.     (N)    097 22 52.     (W)     SCALED    
 HF0563* NAVD 88     -       408.580  (meters)    1340.48   (feet)  ADJUSTED  
 HF0563  ___________________________________________________________________
 HF0563  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF0563  DYNAMIC HT  -         408.259 (meters)    1339.43  (feet)  COMP
 HF0563  MODELED GRAV-     979,831.5   (mgal)                       NAVD 88
 HF0563
 HF0563  VERT ORDER  -  SECOND    CLASS 0
 HF0563
 HF0563.The horizontal coordinates were scaled from a topographic map and have
 HF0563.an estimated accuracy of +/- 6 seconds.
 HF0563
 HF0563.The orthometric height was determined by differential leveling
 HF0563.and adjusted by the National Geodetic Survey in June 1991..
 HF0563
 HF0563.The geoid height was determined by GEOID03.
 HF0563
 HF0563.The dynamic height is computed by dividing the NAVD 88
 HF0563.geopotential number by the normal gravity value computed on the
 HF0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0563.degrees latitude (g = 980.6199 gals.).
 HF0563
 HF0563.The modeled gravity was interpolated from observed gravity values.
 HF0563
 HF0563;                    North         East    Units  Estimated Accuracy
 HF0563;SPC KS S     -   518,790.      498,620.      MT  (+/- 180 meters Scaled)
 HF0563
 HF0563                          SUPERSEDED SURVEY CONTROL
 HF0563
 HF0563  NGVD 29 (??/??/92)  408.434  (m)         1340.00   (f) ADJ UNCH    2 0
 HF0563
 HF0563.Superseded values are not recommended for survey control.
 HF0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0563.See file dsdata.txt to determine how the superseded data were derived.
 HF0563
 HF0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG426772(NAD 83)
 HF0563_MARKER: DR = REFERENCE MARK DISK
 HF0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0563_STAMPING: FLOOD NO 2 1972
 HF0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0563+STABILITY: SURFACE MOTION
 HF0563
 HF0563  HISTORY     - Date     Condition        Report By
 HF0563  HISTORY     - 1972     MONUMENTED       NGS
 HF0563
 HF0563                          STATION DESCRIPTION
 HF0563
 HF0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0563'3.9 MI WSW FROM WICHITA.
 HF0563'ABOUT 3.90 MILES WEST-SOUTHWEST ALONG INTERSTATE HIGHWAY FROM THE
 HF0563'OVERPASS FOR U.S. HIGHWAY 81 AT THE NORTH EDGE OF WICHITA.
 HF0563'THE RM IS LOCATED AT THE WEST TERMINUS OF 25 TH STREET AND ON
 HF0563'THE ROAD RIGHT-OF-WAY.  IT IS 33.8 FEET SOUTHWEST OF A GUARD
 HF0563'RAIL, 33.0 FEET SOUTH OF A METAL WITNESS POST, 32.96 FEET
 HF0563'SOUTHWEST OF THE STATION, 11.0 FEET SOUTHEAST OF THE FENCE AND
 HF0563'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION
 HF0563'1, T 27 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0560 ***********************************************************************
 HF0560  DESIGNATION -  FLOOD RM 3
 HF0560  PID         -  HF0560
 HF0560  STATE/COUNTY-  KS/SEDGWICK
 HF0560  USGS QUAD   -  WICHITA EAST (1982)
 HF0560
 HF0560                         *CURRENT SURVEY CONTROL
 HF0560  ___________________________________________________________________
 HF0560* NAD 83(1986)-  37 44 23.     (N)    097 22 29.     (W)     SCALED    
 HF0560* NAVD 88     -       407.060  (meters)    1335.50   (feet)  ADJUSTED  
 HF0560  ___________________________________________________________________
 HF0560  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF0560  DYNAMIC HT  -         406.740 (meters)    1334.45  (feet)  COMP
 HF0560  MODELED GRAV-     979,832.1   (mgal)                       NAVD 88
 HF0560
 HF0560  VERT ORDER  -  SECOND    CLASS 0
 HF0560
 HF0560.The horizontal coordinates were scaled from a topographic map and have
 HF0560.an estimated accuracy of +/- 6 seconds.
 HF0560
 HF0560.The orthometric height was determined by differential leveling
 HF0560.and adjusted by the National Geodetic Survey in June 1991..
 HF0560
 HF0560.The geoid height was determined by GEOID03.
 HF0560
 HF0560.The dynamic height is computed by dividing the NAVD 88
 HF0560.geopotential number by the normal gravity value computed on the
 HF0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0560.degrees latitude (g = 980.6199 gals.).
 HF0560
 HF0560.The modeled gravity was interpolated from observed gravity values.
 HF0560
 HF0560;                    North         East    Units  Estimated Accuracy
 HF0560;SPC KS S     -   519,690.      499,180.      MT  (+/- 180 meters Scaled)
 HF0560
 HF0560                          SUPERSEDED SURVEY CONTROL
 HF0560
 HF0560  NGVD 29 (??/??/92)  406.914  (m)         1335.02   (f) ADJ UNCH    2 0
 HF0560
 HF0560.Superseded values are not recommended for survey control.
 HF0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0560.See file dsdata.txt to determine how the superseded data were derived.
 HF0560
 HF0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG432781(NAD 83)
 HF0560_MARKER: DR = REFERENCE MARK DISK
 HF0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0560_SP_SET: BRIDGE
 HF0560_STAMPING: FLOOD NO 3 1972
 HF0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0560
 HF0560  HISTORY     - Date     Condition        Report By
 HF0560  HISTORY     - 1972     MONUMENTED       NGS
 HF0560
 HF0560                          STATION DESCRIPTION
 HF0560
 HF0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0560'3.2 MI WSW FROM WICHITA.
 HF0560'ABOUT 3.25 MILES WEST-SOUTHWEST ALONG INTERSTATE HIGHWAY 235 FROM
 HF0560'THE OVERPASS FOR U.S. HIGHWAY 81 AT THE NORTH EDGE OF WICHITA,
 HF0560'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 HF0560'BRIDGE FOR THE SOUTHBOUND TRAFFIC OF INTERSTATE HIGHWAY 235.  IT
 HF0560'IS 19.8 FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE, 5.3
 HF0560'FEET WEST OF A METAL GUARD RAIL AND 0.6 FOOT SOUTHWEST OF A
 HF0560'METAL WITNESS POST.  AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 HF0560'SOUTH BOUND LANE.  SECTION 36, T 26 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1159 ***********************************************************************
 HF1159  DESIGNATION -  FLORAL RESET
 HF1159  PID         -  HF1159
 HF1159  STATE/COUNTY-  KS/COWLEY
 HF1159  USGS QUAD   -  NEW SALEM (1979)
 HF1159
 HF1159                         *CURRENT SURVEY CONTROL
 HF1159  ___________________________________________________________________
 HF1159* NAD 83(1997)-  37 19 52.56395(N)    096 54 35.13206(W)     ADJUSTED  
 HF1159* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 HF1159  ___________________________________________________________________
 HF1159  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HF1159  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HF1159
 HF1159  HORZ ORDER  -  FIRST
 HF1159
 HF1159.The horizontal coordinates were established by classical geodetic methods
 HF1159.and adjusted by the National Geodetic Survey in October 1998..
 HF1159
 HF1159.The orthometric height was scaled from a topographic map.
 HF1159
 HF1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1159
 HF1159.The geoid height was determined by GEOID03.
 HF1159
 HF1159;                    North         East     Units Scale Factor Converg.
 HF1159;SPC KS S     -   474,962.786   540,925.044   MT  0.99998793   +0 58 38.1
 HF1159;UTM  14      - 4,133,670.948   685,182.466   MT  1.00002244   +1 16 04.5
 HF1159
 HF1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1159!SPC KS S     -   0.99994257  x   0.99998793  =   0.99993050
 HF1159!UTM  14      -   0.99994257  x   1.00002244  =   0.99996501
 HF1159
 HF1159|---------------------------------------------------------------------|
 HF1159| PID    Reference Object                     Distance      Geod. Az  |
 HF1159|                                                           dddmmss.s |
 HF1159| CL5214 FLORAL RM 3                          53.689 METERS 04721     |
 HF1159| CL5216 FLORAL RM 5                          53.669 METERS 04723     |
 HF1159| CL5212 FLORAL RM 1                          32.162 METERS 06035     |
 HF1159| CL5213 FLORAL RM 2                          41.447 METERS 13116     |
 HF1159| HF1158 WINFIELD ST TNG SCH STK             APPROX. 9.3 KM 2175318.9 |
 HF1159| HF1157 WINFIELD STANDPIPE                  APPROX. 9.4 KM 2183259.5 |
 HF1159| CL5211 FLORAL AZ MK                                       2535743.5 |
 HF1159| CL5215 FLORAL RM 4                          49.987 METERS 32123     |
 HF1159|---------------------------------------------------------------------|
 HF1159
 HF1159                          SUPERSEDED SURVEY CONTROL
 HF1159
 HF1159  NAD 83(1997)-  37 19 52.56525(N)    096 54 35.12426(W) AD(       ) 1
 HF1159  NAD 83(1986)-  37 19 52.57576(N)    096 54 35.12410(W) AD(       ) 1
 HF1159  NAD 27      -  37 19 52.48930(N)    096 54 34.00025(W) AD(       ) 1
 HF1159
 HF1159.Superseded values are not recommended for survey control.
 HF1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1159.See file dsdata.txt to determine how the superseded data were derived.
 HF1159
 HF1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8518233671(NAD 83)
 HF1159_MARKER: DS = TRIANGULATION STATION DISK
 HF1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1159
 HF1159  HISTORY     - Date     Condition        Report By
 HF1159  HISTORY     - 1935     MONUMENTED       CGS
 HF1159  HISTORY     - 1957     GOOD             CGS
 HF1159  HISTORY     - 1964     MARK NOT FOUND   USDA
 HF1159  HISTORY     - 1970     GOOD             NGS
 HF1159
 HF1159                          STATION DESCRIPTION
 HF1159
 HF1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1159'STATION IS ABOUT 1.5 MILES SOUTH AND 0.5 MILE EAST OF FLORAL
 HF1159'AND ABOUT 0.5 MILE WEST AND 1.5 MILES NORTH OF NEW SALEM, IN
 HF1159'THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 20,
 HF1159'T. 31 S., R. 5 E., ON THE PROPERTY OWNED BY R.S. BEMENT.
 HF1159'
 HF1159'TO REACH FROM AKRON, GO SOUTH ON U.S. HIGHWAY 77 FOR 1.4 MILES,
 HF1159'THENCE LEFT (EAST) FOR 3.4 MILES, THENCE LEFT (NORTH) FOR 1.1
 HF1159'MILES TO CROSS ROAD, THENCE RIGHT (EAST) FOR 1.7 MILES TO
 HF1159'POINT WHERE MAIN ROAD TURNS LEFT.  CONTINUE STRAIGHT EAST,
 HF1159'FOLLOWING WINDING ROAD EAST AND SOUTH (KEEPING TO RIGHT JUST
 HF1159'AFTER CROSSING BRIDGE) FOR 1.3 MILES TO CROSSROADS AT
 HF1159'SECTION CORNER.  TURN LEFT (EAST) FOR 0.3 MILE TO STATION
 HF1159'ON RIGHT (SOUTH) IN SPARSELY WOODED WOOD-LOT TO STATION WHICH
 HF1159'IS 120 FEET SOUTH OF CENTER LINE OF ROAD AND PROJECTS 6
 HF1159'INCHES.
 HF1159'
 HF1159'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF CENTER LINE OF ROAD.
 HF1159'
 HF1159'REFERENCE MARK NO. 2 IS 200 FEET SOUTH OF CENTER LINE OF ROAD,
 HF1159'AND ABOUT 100 FEET WEST OF NORTHWEST CORNER OF OLD STONE
 HF1159'FOUNDATION.
 HF1159'
 HF1159'AZIMUTH MARK IS REACHED BY GOING 0.4 MILE WEST AND 0.1 MILE
 HF1159'SOUTH TO MARK ON LEFT (EAST) OF ROAD IN FENCE LINE.  MARK
 HF1159'IS 33 FEET SOUTH OF CENTER LINE OF DIRT ROAD, AND PROJECTS
 HF1159'6 INCHES.
 HF1159'
 HF1159'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HF1159'DESCRIBED.
 HF1159'
 HF1159'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HF1159
 HF1159                          STATION RECOVERY (1957)
 HF1159
 HF1159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1159'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 HF1159'CONDITION.  THE STATION MARK AND REFERENCE MARKS ARE A HAZARD
 HF1159'TO FARM IMPLEMENTS SO THE STATION MARK WAS LOWERED BELOW PLOUGH
 HF1159'DEPTH AND TWO NEW REFERENCE MARKS ESTABLISHED.  THE TWO OLD
 HF1159'REFERENCE MARKS ARE TO BE DESTROYED.  A COMPLETE DESCRIPTION
 HF1159'FOLLOWS.
 HF1159'
 HF1159'THE STATION IS LOCATED IN A CULTIVATED FIELD ALONG THE SOUTH
 HF1159'SIDE OF A DIRT ROAD.  IT IS ABOUT 7 MILES AIRLINE NORTHEAST
 HF1159'OF WINFIELD AND 2 MILES AIRLINE SOUTH-SOUTHEAST OF FLORAL.
 HF1159'
 HF1159'TO REACH FROM THE U.S. POST OFFICE IN WINFIELD, GO NORTH
 HF1159'1 BLOCK ON MILLINGTON STREET TO U.S. HIGHWAY 160.  TURN RIGHT
 HF1159'AND GO EAST ON U.S. HIGHWAY 160 FOR 6.4 MILES TO COWLEY
 HF1159'COUNTY ROUTE 1.  TURN LEFT AND GO NORTH ON COWLEY COUNTY ROUTE
 HF1159'1 FOR 6.0 MILES TO A DIRT SIDE ROAD LEFT.  TURN LEFT AND GO
 HF1159'WEST FOR 1.7 MILES TO THE STATION ON THE LEFT.
 HF1159'
 HF1159'THE STATION MARK IS A STANDARD DISK STAMPED FLORAL 1935,
 HF1159'SET IN THE TOP OF A MASS OF CONCRETE ABOUT 3 FEET IN DIAMETER
 HF1159'AND 18 INCHES BELOW GROUND SURFACE.  IT IS 104 FEET SOUTH
 HF1159'OF THE CENTER LINE OF A DIRT ROAD AND 161.5 FEET SOUTHEAST
 HF1159'OF A STANDARD WITNESS POST.
 HF1159'
 HF1159'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED FLORAL
 HF1159'NO 3 1935 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 HF1159'MONUMENT THAT PROJECTS 2 INCHES.  IT IS 5 FEET SOUTH OF A
 HF1159'HEDGE ROW AND 25 FEET NORTH OF THE CENTER LINE OF A DIRT
 HF1159'ROAD.
 HF1159'
 HF1159'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED FLORAL
 HF1159'NO 4 1935 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 HF1159'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 25 FEET NORTH OF THE
 HF1159'CENTER LINE OF A DIRT ROAD AND 2 FEET SOUTH OF A STANDARD
 HF1159'WITNESS POST.
 HF1159'
 HF1159'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED FLORAL
 HF1159'AZI 1935, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 HF1159'THAT PROJECTS 2 INCHES.  IT IS 1 FOOT SOUTH OF A STANDARD WITNESS
 HF1159'POST AND 23 FEET EAST OF THE CENTER LINE OF A DIRT ROAD.
 HF1159'TO REACH FROM THE STATION, GO WEST ON DIRT ROAD FOR 0.3 MILE
 HF1159'TO A T-ROAD.  TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE
 HF1159'AZIMUTH MARK ON THE LEFT.
 HF1159
 HF1159                          STATION RECOVERY (1964)
 HF1159
 HF1159'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1964 (VF)
 HF1159'STATION COULD NOT BE LOCATED.  REFERENCE MARKS 1 AND 2 COULD
 HF1159'NOT BE LOCATED, APPARENTLY DESTROYED.  REFERENCE MARKS 3
 HF1159'AND 4 DISTURBED AND RELOCATED.
 HF1159
 HF1159                          STATION RECOVERY (1970)
 HF1159
 HF1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HF1159'THE STATION MARK, REFERENCE MARK NO. 4, AND THE AZIMUTH MARK WERE
 HF1159'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3
 HF1159'WAS FOUND TILTED OUT OF POSITION.  THE DIRECTION BETWEEN THE
 HF1159'AZIMUTH MARK AND REFERENCE MARK NO. 4 CHECKED BUT THE DISTANCE
 HF1159'TO REFERENCE MARK NO. 4 WAS FOUND IN ERROR BY 3.03 FEET.
 HF1159'
 HF1159'REFERENCE MARK NO. 5 WAS SET.
 HF1159'
 HF1159'TO REACH THE STATION FROM THE POST OFFICE IN WINFIELD, GO
 HF1159'NORTH 1 BLOCK TO U.S. HIGHWAY 160.  TURN RIGHT AND GO EAST ON
 HF1159'U.S. HIGHWAY 160 FOR 6.4 MILES TO COWLEY COUNTY ROUTE 1.
 HF1159'TURN LEFT AND GO NORTH ON ROUTE 1 FOR 6.0 MILES TO A SIDE
 HF1159'ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD
 HF1159'FOR 1.7 MILES TO THE STATION ON THE LEFT.
 HF1159'
 HF1159'STATION MARK, A STANDARD DISK STAMPED FLORAL 1935, IS SET
 HF1159'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 18 INCHES BELOW
 HF1159'THE SURFACE OF THE GROUND.  IT IS 176 FEET SOUTHWEST OF A
 HF1159'METAL WITNESS POST, 165 FEET SOUTHEAST OF A WOODEN WITNESS
 HF1159'POST, AND 104 FEET SOUTH OF THE CENTER OF A ROAD.  THE
 HF1159'UNDERGROUND MARK WAS NOT INSPECTED.
 HF1159'
 HF1159'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FLORAL NO. 4
 HF1159'1935 1957, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HF1159'PROJECTS 2 INCHES.  IT IS 20.5 FEET NORTH OF THE CENTER OF
 HF1159'THE ROAD AND 1.5 FEET SOUTH OF A WOODEN WITNESS POST.
 HF1159'
 HF1159'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED FLORAL 1935
 HF1159'NO. 5 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HF1159'PROJECTS 3 INCHES.  IT IS 16.5 FEET NORTH OF THE CENTER OF
 HF1159'THE ROAD AND 1 FOOT WEST OF A METAL WITNESS POST.
 HF1159'
 HF1159'AZIMUTH MARK, A STANDARD DISK STAMPED FLORAL AZI. 1935, IS SET IN
 HF1159'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HF1159'23 FEET EAST OF THE CENTER OF THE ROAD AND 0.5 FEET EAST OF A METAL
 HF1159'WITNESS POST.
 HF1159'
 HF1159'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVELED
 HF1159'ROAD FOR 0.3 MILE TO A T-INTERSECTION.  TURN LEFT AND GO SOUTH ON A
 HF1159'GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 HF1159'
 HF1159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7
 HF1159'MILES NORTHEAST OF WINFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0258 ***********************************************************************
 JF0258  DESIGNATION -  FLORENCE
 JF0258  PID         -  JF0258
 JF0258  STATE/COUNTY-  KS/MARION
 JF0258  USGS QUAD   -  FLORENCE (1989)
 JF0258
 JF0258                         *CURRENT SURVEY CONTROL
 JF0258  ___________________________________________________________________
 JF0258* NAD 83(1986)-  38 14 12.     (N)    096 56 00.     (W)     SCALED    
 JF0258* NAVD 88     -       395.516  (meters)    1297.62   (feet)  ADJUSTED  
 JF0258  ___________________________________________________________________
 JF0258  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 JF0258  DYNAMIC HT  -         395.224 (meters)    1296.66  (feet)  COMP
 JF0258  MODELED GRAV-     979,878.9   (mgal)                       NAVD 88
 JF0258
 JF0258  VERT ORDER  -  SECOND    CLASS 0
 JF0258
 JF0258.The horizontal coordinates were scaled from a topographic map and have
 JF0258.an estimated accuracy of +/- 6 seconds.
 JF0258
 JF0258.The orthometric height was determined by differential leveling
 JF0258.and adjusted by the National Geodetic Survey in June 1991..
 JF0258.WARNING-Repeat measurements at this control monument indicate possible
 JF0258.vertical movement.
 JF0258
 JF0258.The geoid height was determined by GEOID03.
 JF0258
 JF0258.The dynamic height is computed by dividing the NAVD 88
 JF0258.geopotential number by the normal gravity value computed on the
 JF0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0258.degrees latitude (g = 980.6199 gals.).
 JF0258
 JF0258.The modeled gravity was interpolated from observed gravity values.
 JF0258
 JF0258;                    North         East    Units  Estimated Accuracy
 JF0258;SPC KS S     -   575,400.      537,150.      MT  (+/- 180 meters Scaled)
 JF0258
 JF0258                          SUPERSEDED SURVEY CONTROL
 JF0258
 JF0258  NGVD 29 (??/??/92)  395.358  (m)         1297.10   (f) ADJ UNCH    2 0
 JF0258
 JF0258.Superseded values are not recommended for survey control.
 JF0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0258.See file dsdata.txt to determine how the superseded data were derived.
 JF0258
 JF0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH808340(NAD 83)
 JF0258_MARKER: DB = BENCH MARK DISK
 JF0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0258_SP_SET: STONE MONUMENT
 JF0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0258
 JF0258  HISTORY     - Date     Condition        Report By
 JF0258  HISTORY     - 1934     MONUMENTED       CGS
 JF0258  HISTORY     - 1934     GOOD             NGS
 JF0258  HISTORY     - 1968     GOOD             NGS
 JF0258  HISTORY     - 1985     GOOD             KSDT
 JF0258
 JF0258                          STATION DESCRIPTION
 JF0258
 JF0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0258'IN FLORENCE.
 JF0258'IN FLORENCE 43.4 FT. EAST OF WEST END OF CONCRETE PAVILION 42.7
 JF0258'FT. WEST OF EAST END OF CONCRETE PAVILION 1.25 FT. SOUTH OF
 JF0258'SOUTH EDGE OF CONCRETE PAVILION NEAR CENTER OF CITY PARK.
 JF0258
 JF0258                          STATION RECOVERY (1968)
 JF0258
 JF0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0258'RECOVERED IN GOOD CONDITION.
 JF0258
 JF0258                          STATION RECOVERY (1985)
 JF0258
 JF0258'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1985
 JF0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1445 ***********************************************************************
 JF1445  DESIGNATION -  FLORENCE
 JF1445  PID         -  JF1445
 JF1445  STATE/COUNTY-  KS/MARION
 JF1445  USGS QUAD   -  FLORENCE (1989)
 JF1445
 JF1445                         *CURRENT SURVEY CONTROL
 JF1445  ___________________________________________________________________
 JF1445* NAD 83(1997)-  38 14 33.95068(N)    096 56 05.51145(W)     ADJUSTED  
 JF1445* NAVD 88     -       402.49   (+/-2cm)    1320.5    (feet)  VERTCON   
 JF1445  ___________________________________________________________________
 JF1445  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 JF1445  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 JF1445
 JF1445  HORZ ORDER  -  SECOND
 JF1445  VERT ORDER  -  THIRD ? (See Below)
 JF1445
 JF1445.The horizontal coordinates were established by classical geodetic methods
 JF1445.and adjusted by the National Geodetic Survey in October 1998..
 JF1445
 JF1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1445.The vertical order pertains to the NGVD 29 superseded value.
 JF1445
 JF1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1445
 JF1445.The geoid height was determined by GEOID03.
 JF1445
 JF1445;                    North         East     Units Scale Factor Converg.
 JF1445;SPC KS S     -   576,074.939   537,002.295   MT  0.99995197   +0 57 42.6
 JF1445;UTM  14      - 4,234,767.279   680,723.298   MT  1.00000225   +1 16 43.2
 JF1445
 JF1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1445!SPC KS S     -   0.99994144  x   0.99995197  =   0.99989342
 JF1445!UTM  14      -   0.99994144  x   1.00000225  =   0.99994369
 JF1445
 JF1445|---------------------------------------------------------------------|
 JF1445| PID    Reference Object                     Distance      Geod. Az  |
 JF1445|                                                           dddmmss.s |
 JF1445| JF1443 FLORENCE MUN STANDPIPE               15.030 METERS 05847     |
 JF1445| CL5217 FLORENCE RM 1                        12.232 METERS 06257     |
 JF1445| CL5219 FLORENCE RM 3 AZIMUTH                              16750     |
 JF1445| JF1447 FLORENCE AZ MK                      APPROX. 0.5 KM 1680001.3 |
 JF1445| JF1446 FLORENCE RM 2                         7.679 METERS 30424     |
 JF1445| JF1448 FLORENCE A POINT                      5.170 METERS 30434     |
 JF1445|---------------------------------------------------------------------|
 JF1445
 JF1445                          SUPERSEDED SURVEY CONTROL
 JF1445
 JF1445  NAD 83(1997)-  38 14 33.96050(N)    096 56 05.51046(W) AD(       ) 2
 JF1445  NAD 83(1986)-  38 14 33.96075(N)    096 56 05.51032(W) AD(       ) 2
 JF1445  NAD 27      -  38 14 33.88920(N)    096 56 04.42566(W) AD(       ) 2
 JF1445  NGVD 29 (07/19/86)  402.33   (m)         1320.0    (f) LEVELING    3  
 JF1445
 JF1445.Superseded values are not recommended for survey control.
 JF1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1445.See file dsdata.txt to determine how the superseded data were derived.
 JF1445
 JF1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH8072334767(NAD 83)
 JF1445_MARKER: DS = TRIANGULATION STATION DISK
 JF1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1445_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1445_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1445
 JF1445  HISTORY     - Date     Condition        Report By
 JF1445  HISTORY     - 1972     MONUMENTED       NGS
 JF1445  HISTORY     - 1979     GOOD             NGS
 JF1445
 JF1445                          STATION DESCRIPTION
 JF1445
 JF1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1445'THE STATION IS LOCATED AT THE FLORENCE MUNICIPAL STANDPIPE, IN
 JF1445'FLORENCE.  IT IS IN SECTION 12, T. 21 S., R. 4 E., AND ON PUBLIC
 JF1445'PROPERTY.
 JF1445'
 JF1445'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 JF1445'U.S. HIGHWAY 50 IN THE NORTH EDGE OF FLORENCE, GO SOUTH ON U.S.
 JF1445'HIGHWAY 77 FOR 0.05 MILE TO THE STANDPIPE AND THE STATION ON
 JF1445'THE LEFT.
 JF1445'
 JF1445'TO REACH THE REFERENCE MARK 3 FROM THE STATION GO SOUTH ON
 JF1445'U.S. HIGHWAY 77 FOR 0.45 MILE TO THE NORTH END OF A BRIDGE AND
 JF1445'THE MARK ON THE RIGHT.
 JF1445'
 JF1445'STATION MARKS ARE STANDARD DISKS, STAMPED FLORENCE 1972.  THE
 JF1445'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JF1445'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 78.0 FEET EAST OF
 JF1445'THE CENTER OF U.S. HIGHWAY 77 AND 38.5 FEET NORTHWEST OF THE
 JF1445'NORTHWEST CORNER OF A SMALL WHITE BUILDING.  THE UNDERGROUND MARK
 JF1445'IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE
 JF1445'GROUND SURFACE.
 JF1445'
 JF1445'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLORENCE NO 1 1972,
 JF1445'SET IN A DRILL HOLE IN THE BASE OF THE STANDPIPE.
 JF1445'
 JF1445'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLORENCE NO 2 1972,
 JF1445'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JF1445'IS FLUSH WITH THE GROUND.  IT IS 70.0 FEET EAST OF THE CENTER OF
 JF1445'THE HIGHWAY, 61.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JF1445'SMALL BUILDING, 55.0 FEET NORTH-NORTHWEST OF THE WEST SIDE OF THE
 JF1445'STANDPIPE AND ABOUT THE SAME ELEVATION AS THE STATION.
 JF1445'
 JF1445'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FLORENCE NO 3 1972,
 JF1445'SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE BRIDGE.  IT IS
 JF1445'12.5 FEET WEST OF THE CENTER OF THE HIGHWAY AND 6.6 FEET SOUTH
 JF1445'OF A WITNESS POST.
 JF1445'
 JF1445'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 JF1445
 JF1445                          STATION RECOVERY (1979)
 JF1445
 JF1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JF1445'STATION MARKS AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JF1445'CONDITION.  REFERENCE MARK 3, WHICH HAD SERVED AS THE AZIMUTH MARK,
 JF1445'HAS BEEN DESTROYED BY BRIDGE REPAIRS.  THE ROUTING AND MEASUREMENTS TO
 JF1445'LOCAL OBJECTS WERE VERIFIED.  AN AZIMUTH MARK WAS ESTABLISHED THIS
 JF1445'DATE.  THE DISTANCE TO EACH REFERENCE MARK WAS 0.001 METER
 JF1445'LONGER.  THE DIRECTION TO REFERENCE MARK 1 WAS 12 SECONDS SMALLER
 JF1445'AND THE DIRECTION TO REFERENCE MARK 2 WAS 33 SECONDS SMALLER THAN
 JF1445'1972 DATA.  THE DISTANCE BETWEEN THE REFERENCE MARKS WAS 0.005 METER
 JF1445'SHORTER.  THE DISTANCE AND DIRECTION TO THE FLORENCE MUNICIPAL
 JF1445'STANDPIPE WAS NOT OBSERVED THIS DATE BECAUSE OF THE IRREGULARITY OF
 JF1445'THE SHAPE OF THE LOWER PORTION.  A NEW DESCRIPTION FOLLOWS.
 JF1445'
 JF1445'STATION IS LOCATED IN FLORENCE, AT THE SITE OF THE FLORENCE
 JF1445'MUNICIPAL STANDPIPE, AT THE JUNCTION OF U.S. HIGHWAYS 50 AND 77 AND
 JF1445'IN SECTION 12, T21S, R4E, ON PUBLIC PROPERTY.
 JF1445'
 JF1445'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 JF1445'77 FOR 0.35 MILE TO THE NORTH END OF THE WEST GUARDRAIL OF A BRIDGE
 JF1445'AND THE MARK ON THE RIGHT.
 JF1445'
 JF1445'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---FLORENCE
 JF1445'1972---SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS
 JF1445'FLUSH.  IT IS 265 FEET SOUTH-SOUTHEAST OF THE JUNCTION OF THE
 JF1445'HIGHWAYS, 78.0 FEET EAST OF THE CENTERLINE OF HIGHWAY 77 AND 38.5
 JF1445'FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 JF1445'BUILDING.  UNDERGROUND MARK WAS NOT INSPECTED.
 JF1445'
 JF1445'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---FLORENCE NO 1
 JF1445'1972---CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE
 JF1445'STANDPIPE AND ON THE WEST SIDE OF THE BASE.  IT IS ABOUT 1/2 FOOT
 JF1445'HIGHER THAN THE STATION.
 JF1445'
 JF1445'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---FLORENCE NO 2
 JF1445'1972---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 JF1445'FLUSH.  IT IS 70.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 61.7
 JF1445'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING, 55.0 FEET
 JF1445'WEST-NORTHWEST OF THE WEST SIDE OF THE STANDPIPE AND IS ABOUT THE
 JF1445'SAME ELEVATION AS THE STATION.
 JF1445'
 JF1445'AZIMUTH MARK IS A STANDARD DISK, STAMPED---FLORENCE 1972 1979---SET
 JF1445'IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 4
 JF1445'INCHES.  IT IS 19.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.5
 JF1445'FEET WEST OF THE NORTH END OF THE WEST GUARDRAIL, 2.0 FEET SOUTH OF
 JF1445'A WITNESS POST AND IS ABOUT 1 FOOT LOWER THAN THE HIGHWAY SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1455 ***********************************************************************
 JF1455  DESIGNATION -  FLORENCE GAS CO MICROWAVE
 JF1455  PID         -  JF1455
 JF1455  STATE/COUNTY-  KS/MARION
 JF1455  USGS QUAD   -  LINCOLNVILLE SW (1989)
 JF1455
 JF1455                         *CURRENT SURVEY CONTROL
 JF1455  ___________________________________________________________________
 JF1455* NAD 83(1997)-  38 19 11.37517(N)    096 53 25.33987(W)     ADJUSTED  
 JF1455* NAVD 88     -                                                        
 JF1455  ___________________________________________________________________
 JF1455  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 JF1455  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 JF1455
 JF1455  HORZ ORDER  -  THIRD
 JF1455
 JF1455.The horizontal coordinates were established by classical geodetic methods
 JF1455.and adjusted by the National Geodetic Survey in October 1998..
 JF1455
 JF1455
 JF1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1455
 JF1455.The geoid height was determined by GEOID03.
 JF1455
 JF1455;                    North         East     Units Scale Factor Converg.
 JF1455;SPC KS S     -   584,693.656   540,748.813   MT  0.99996050   +0 59 21.0
 JF1455;UTM  14      - 4,243,407.131   684,422.117   MT  1.00001888   +1 18 30.4
 JF1455
 JF1455                          SUPERSEDED SURVEY CONTROL
 JF1455
 JF1455  NAD 83(1986)-  38 19 11.38486(N)    096 53 25.33806(W) AD(       ) 4
 JF1455  NAD 27      -  38 19 11.31285(N)    096 53 24.26305(W) AD(       ) 3
 JF1455
 JF1455.Superseded values are not recommended for survey control.
 JF1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1455.See file dsdata.txt to determine how the superseded data were derived.
 JF1455
 JF1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH8442243407(NAD 83)
 JF1455_MARKER: 44 = MICROWAVE MAST
 JF1455
 JF1455  HISTORY     - Date     Condition        Report By
 JF1455  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1455
 JF1455                          STATION DESCRIPTION
 JF1455
 JF1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1455'THE STATION, FLORENCE GAS COMPANY MICROWAVE KLE 42 IS THE RED LIGHT
 JF1455'ATOP A TRIANGULAR STEEL, GUYED MAST THAT IS PAINTED RED AND WHITE.
 JF1455'THERE ARE THREE FLAT ANTENNAS ATOP THE MAST.  THE STRUCTURE HAS AN
 JF1455'OVERALL HEIGHT OF 345 FEET AND IS THE PROPERTY OF THE CITIES
 JF1455'SERVICE GAS COMPANY OF OKLAHOMA CITY, OKLAHOMA.  IT IS 193 FEET
 JF1455'NORTH OF THE CENTER OF THE ROAD.
 JF1455'
 JF1455'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 56 AND U.S. HIGHWAY 77, 3
 JF1455'MILES EAST OF MARION, GO EAST ON A GRAVELED ROAD FOR 3.0 MILES TO A
 JF1455'CROSSROAD, TURN RIGHT AND GO SOUTH FOR 2.0 MILES TO A CROSSROAD,
 JF1455'TURN LEFT AND GO EAST FOR 1.25 MILES TO THE MAST ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1443 ***********************************************************************
 JF1443  DESIGNATION -  FLORENCE MUN STANDPIPE
 JF1443  PID         -  JF1443
 JF1443  STATE/COUNTY-  KS/MARION
 JF1443  USGS QUAD   -  FLORENCE (1989)
 JF1443
 JF1443                         *CURRENT SURVEY CONTROL
 JF1443  ___________________________________________________________________
 JF1443* NAD 83(1997)-  38 14 34.20336(N)    096 56 04.98288(W)     ADJUSTED  
 JF1443* NAVD 88     -                                                        
 JF1443  ___________________________________________________________________
 JF1443  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 JF1443  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 JF1443
 JF1443  HORZ ORDER  -  THIRD
 JF1443
 JF1443.The horizontal coordinates were established by classical geodetic methods
 JF1443.and adjusted by the National Geodetic Survey in October 1998..
 JF1443
 JF1443
 JF1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1443
 JF1443.The geoid height was determined by GEOID03.
 JF1443
 JF1443;                    North         East     Units Scale Factor Converg.
 JF1443;SPC KS S     -   576,082.944   537,015.015   MT  0.99995198   +0 57 42.9
 JF1443;UTM  14      - 4,234,775.355   680,735.975   MT  1.00000231   +1 16 43.5
 JF1443
 JF1443                          SUPERSEDED SURVEY CONTROL
 JF1443
 JF1443  NAD 83(1997)-  38 14 34.21317(N)    096 56 04.98191(W) AD(       ) 4
 JF1443  NAD 83(1986)-  38 14 34.21285(N)    096 56 04.98144(W) AD(       ) 4
 JF1443  NAD 27      -  38 14 34.14160(N)    096 56 03.89775(W) AD(       ) 3
 JF1443
 JF1443.Superseded values are not recommended for survey control.
 JF1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1443.See file dsdata.txt to determine how the superseded data were derived.
 JF1443
 JF1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH8073634775(NAD 83)
 JF1443_MARKER: 52 = STANDPIPE TANK
 JF1443
 JF1443  HISTORY     - Date     Condition        Report By
 JF1443  HISTORY     - 1935     FIRST OBSERVED   CGS
 JF1443  HISTORY     - 1972     GOOD             NGS
 JF1443
 JF1443                          STATION DESCRIPTION
 JF1443
 JF1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1443'POINT OBSERVED UPON WAS THE CENTER OF THE MUNICIPAL STANDPIPE
 JF1443'LOCATED ON THE NORTHEAST EDGE OF THE TOWN OF FLORENCE.
 JF1443'STANDPIPE IS 150 FEET HIGH, THE UPPER HALF PAINTED BLACK
 JF1443'AND THE BOTTOM HALF CONCRETE.
 JF1443'
 JF1443'OBSERVED UPON FROM STATIONS CLEMENT, MESSER, TEDRO, LUDWIG
 JF1443'AND LOUIS.
 JF1443
 JF1443                          STATION RECOVERY (1972)
 JF1443
 JF1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1443'THE STATION, FLORENCE MUNICIPAL STANDPIPE 1935, IS THE CENTER
 JF1443'OF A CONCRETE AND STEEL STANDPIPE.  IT IS 120 FEET HIGH,
 JF1443'PAINTED SILVER AND HAS FLORENCE LETTERED ON THE NORTH SIDE.
 JF1443'A DISTANCE WAS MEASURED TO THE CENTER, THE DISTANCE BEING
 JF1443'15.011 METERS OR 49.25 FEET, EAST OF TRIANGULATION STATION
 JF1443'FLORENCE.
 JF1443'
 JF1443'NOTE- THIS STATION HAS BEEN PREVIOUSLY LOCATED BY INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9461 ***********************************************************************
 AC9461  DESIGNATION -  FOE ARP
 AC9461  PID         -  AC9461
 AC9461  STATE/COUNTY-  KS/SHAWNEE
 AC9461  USGS QUAD   -  WAKARUSA (1983)
 AC9461
 AC9461                         *CURRENT SURVEY CONTROL
 AC9461  ___________________________________________________________________
 AC9461* NAD 83(1997)-  38 57 01.39198(N)    095 39 53.27579(W)     ADJUSTED  
 AC9461* NAVD 88     -       321.3    (meters)    1054.     (feet)  GPS OBS   
 AC9461  ___________________________________________________________________
 AC9461  X           -    -490,286.286 (meters)                     COMP
 AC9461  Y           -  -4,942,760.309 (meters)                     COMP
 AC9461  Z           -   3,988,217.465 (meters)                     COMP
 AC9461  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AC9461  ELLIP HEIGHT-         290.03  (meters)          (07/18/02) GPS OBS
 AC9461  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 AC9461
 AC9461  HORZ ORDER  -  THIRD
 AC9461  ELLP ORDER  -  FOURTH    CLASS II
 AC9461
 AC9461.This mark is at Forbes Field Airport (FOE)
 AC9461
 AC9461.The horizontal coordinates were established by GPS observations
 AC9461.and adjusted by the National Geodetic Survey in July 2002..
 AC9461
 AC9461.The orthometric height was determined by GPS observations and a
 AC9461.high-resolution geoid model.
 AC9461
 AC9461.Photographs are available for this station.
 AC9461
 AC9461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9461
 AC9461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9461
 AC9461.The ellipsoidal height was determined by GPS observations
 AC9461.and is referenced to NAD 83.
 AC9461
 AC9461.The geoid height was determined by GEOID03.
 AC9461
 AC9461;                    North         East     Units Scale Factor Converg.
 AC9461;SPC KS N     -    71,109.353   602,402.871   MT  0.99997051   +1 28 39.1
 AC9461;UTM  15      - 4,314,648.266   269,071.704   MT  1.00025671   -1 40 33.4
 AC9461
 AC9461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9461!SPC KS N     -   0.99995450  x   0.99997051  =   0.99992501
 AC9461!UTM  15      -   0.99995450  x   1.00025671  =   1.00021120
 AC9461
 AC9461                          SUPERSEDED SURVEY CONTROL
 AC9461
 AC9461.No superseded survey control is available for this station.
 AC9461
 AC9461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6907214648(NAD 83)
 AC9461_MARKER: DH = HORIZONTAL CONTROL DISK
 AC9461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9461_STAMPING: ARP FOE 1976
 AC9461_MARK LOGO: NOS   
 AC9461_PROJECTION: FLUSH
 AC9461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9461+STABILITY: SURFACE MOTION
 AC9461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9461+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 AC9461
 AC9461  HISTORY     - Date     Condition        Report By
 AC9461  HISTORY     - 19761101 MONUMENTED       NOS
 AC9461  HISTORY     - 19891106 GOOD             NGS
 AC9461  HISTORY     - 20020711 GOOD             NGS
 AC9461
 AC9461                          STATION DESCRIPTION
 AC9461
 AC9461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC9461'THE STATION IS LOCATED AT FORBES FIELD SW OF THE RUNWAY INTERSECTION.
 AC9461'IT IS 268.5 FT (81.8 M) SOUTH OF A PK NAIL AND WASHER IN THE
 AC9461'CENTERLINE OF A ROAD.  IT IS 179.8 FT (54.8 M) EAST OF THE EAST CORNER
 AC9461'OF A FENCE ENCLOSING A TRANSFORMER, 181.0 FT (55.2 M) SOUTHEAST OF A
 AC9461'POLE WITH A WIND INDICATOR ATOP IT.  THE MARK IS A STANDARD NOS DISK
 AC9461'SET IN A CONCRETE MONUMENT, 0.1 FT (3.0 CM) BELOW THE SURFACE OF THE
 AC9461'GROUND.  IT IS STAMPED ARP FOE 1976.
 AC9461
 AC9461                          STATION RECOVERY (2002)
 AC9461
 AC9461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JDH)
 AC9461'THE STATION IS LOCATED ABOUT 10.8 KM  (6.7 MI) SOUTH OF TOPEKA,
 AC9461' KANSAS, AT FORBES FIELD AIRPORT.  IT IS NEAR THE CENTER OF THE
 AC9461'AIRPORT, SOUTHWEST OF
 AC9461'THE
 AC9461'INTERSECTION OF RUNWAYS 13-31 AND 3-21. THIS IS A CONTROLLED
 AC9461' AIRPORT. PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE
 AC9461'AIRPORT
 AC9461' MANAGER. CONTACT MR. DAVID A. STREMMING AT 785-862-2362.
 AC9461' OWNERSHIP-FORBES FIELD AIRPORT.
 AC9461'   TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 AC9461'470
 AC9461' AND TOPEKA BOULEVARD, GO SOUTH ON TOPEKA BOULEVARD FOR 3.4 KM (2.1
 AC9461'MI)
 AC9461' TO THE AIR NATIONAL GUARD GATE ON YOUR LEFT, AT THE INTERSECTION OF
 AC9461' TOPEKA BOULEVARD AND 57TH STREET. TURN LEFT, EAST, PASS THROUGH THE
 AC9461'AIR
 AC9461' NATIONAL GUARD GATE AND CONTINUE EAST FOR 122 M (400 FT) TO CANBERRA
 AC9461' LANE. TURN LEFT, NORTH, ON CANBERRA LANE, AIRPORT PERIMETER ROAD.
 AC9461'TAKE THE PERIMETER ROAD TO THE NORTH END OF AIR GAURD RAMP. AFTER
 AC9461'CLEARENCE ONTO
 AC9461'THE
 AC9461'RAMP GO SOUTH ON TAXIWAY 'A' TO BASE OF THE OLD CONTROL TOWER WEST OF
 AC9461'THE RUNWAYS
 AC9461'INTERSECTION. FOLLOW AN OVERGROWN SERVICE ROAD TO THE EAST AND THE
 AC9461'STATION ON THE
 AC9461'RIGHT.
 AC9461' THE MARK IS AN NOS DISK IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC9461'IT IS 268.5 FT
 AC9461'SOUTH OF A NAIL AND WASHER SET IN THE CL OF THE SERVICE ROAD, 179.8 FT
 AC9461'EAST OF THE EAST
 AC9461'CORNER OF A FENCE AROUND A TRANSFORMER, 181 FT SOUTHEAST OF A POLE.
 AC9461'THIS
 AC9461'STATION IS DESIGNATED AS A TERSIARY AIRPORT CONTROL STATION.  (JDH).
 AC9461' 
 AC9461' 
 AC9461'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8115 ***********************************************************************
 AJ8115  SACS        -  This is a Secondary Airport Control Station.
 AJ8115  DESIGNATION -  FOE B
 AJ8115  PID         -  AJ8115
 AJ8115  STATE/COUNTY-  KS/SHAWNEE
 AJ8115  USGS QUAD   -  WAKARUSA (1983)
 AJ8115
 AJ8115                         *CURRENT SURVEY CONTROL
 AJ8115  ___________________________________________________________________
 AJ8115* NAD 83(1997)-  38 57 45.59903(N)    095 40 21.88661(W)     ADJUSTED  
 AJ8115* NAVD 88     -       324.76   (meters)    1065.5    (feet)  GPS OBS   
 AJ8115  ___________________________________________________________________
 AJ8115  X           -    -490,887.429 (meters)                     COMP
 AJ8115  Y           -  -4,941,842.001 (meters)                     COMP
 AJ8115  Z           -   3,989,279.781 (meters)                     COMP
 AJ8115  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AJ8115  ELLIP HEIGHT-         293.51  (meters)          (07/29/04) GPS OBS
 AJ8115  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 AJ8115
 AJ8115  HORZ ORDER  -  FIRST
 AJ8115  ELLP ORDER  -  FOURTH    CLASS II
 AJ8115
 AJ8115.This mark is at Forbes Field Airport (FOE)
 AJ8115
 AJ8115.The horizontal coordinates were established by GPS observations
 AJ8115.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8115
 AJ8115.The orthometric height was determined by GPS observations and a
 AJ8115.high-resolution geoid model.
 AJ8115
 AJ8115.GPS derived orthometric heights for airport stations designated as
 AJ8115.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8115.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8115.not indicate centimeter accuracy relative to other marks which are
 AJ8115.part of the NAVD 88 network.
 AJ8115
 AJ8115.Photographs are available for this station.
 AJ8115
 AJ8115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8115
 AJ8115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8115
 AJ8115.The ellipsoidal height was determined by GPS observations
 AJ8115.and is referenced to NAD 83.
 AJ8115
 AJ8115.The geoid height was determined by GEOID03.
 AJ8115
 AJ8115;                    North         East     Units Scale Factor Converg.
 AJ8115;SPC KS N     -    72,454.359   601,679.150   MT  0.99996942   +1 28 21.0
 AJ8115;UTM  15      - 4,316,031.450   268,422.886   MT  1.00026040   -1 40 53.1
 AJ8115
 AJ8115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8115!SPC KS N     -   0.99995395  x   0.99996942  =   0.99992337
 AJ8115!UTM  15      -   0.99995395  x   1.00026040  =   1.00021434
 AJ8115
 AJ8115                          SUPERSEDED SURVEY CONTROL
 AJ8115
 AJ8115  ELLIP H (03/07/02)  293.52   (m)                       GP(       ) 4 2
 AJ8115
 AJ8115.Superseded values are not recommended for survey control.
 AJ8115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8115.See file dsdata.txt to determine how the superseded data were derived.
 AJ8115
 AJ8115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6842316031(NAD 83)
 AJ8115_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8115_STAMPING: FOE B 2001
 AJ8115_MARK LOGO: NGS   
 AJ8115_PROJECTION: FLUSH
 AJ8115_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8115+STABILITY: SURFACE MOTION
 AJ8115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8115+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 AJ8115
 AJ8115  HISTORY     - Date     Condition        Report By
 AJ8115  HISTORY     - 20010310 MONUMENTED       MSAM
 AJ8115  HISTORY     - 20020711 GOOD             NGS
 AJ8115
 AJ8115                          STATION DESCRIPTION
 AJ8115
 AJ8115'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8115'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 AJ8115'THE STATION IS LOCATED ABOUT 10.2 KM  (6.3 MI) SOUTH OF TOPEKA,
 AJ8115'KANSAS, AT
 AJ8115'FORBES FIELD AIRPORT.  IT IS NEAR THE NORTH END OF THE AIRPORT,
 AJ8115'NORTHEAST
 AJ8115'OF RUNWAY 13-31 AND IS IN LINE WITH TWO RUNWAY LIGHTS AND THE LETTER
 AJ8115'-R- IN
 AJ8115'THE WORD -GUARD- ON THE KANSAS AIR NATIONAL GUARD HANGER. THIS IS A
 AJ8115'CONTROLLED AIRPORT.  PERMISSION TO USE THIS STATION MUST BE OBTAINED
 AJ8115'FROM THE AIRPORT MANAGER. CONTACT MR. DAVID A. STREMMING AT
 AJ8115'785-862-2362.
 AJ8115'OWNERSHIP-FORBES FIELD AIRPORT.
 AJ8115' 
 AJ8115'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 470
 AJ8115'AND TOPEKA BOULEVARD, GO SOUTH ON TOPEKA BOULEVARD FOR 3.4 KM (2.1 MI)
 AJ8115'TO
 AJ8115'THE AIR NATIONAL GUARD GATE ON YOUR LEFT, AT THE INTERSECTION OF
 AJ8115'TOPEKA
 AJ8115'BOULEVARD AND 57TH STREET. TURN LEFT, EAST, PASS THROUGH THE AIR
 AJ8115'NATIONAL GUARD GATE AND CONTINUE EAST FOR 122 M (400 FT) TO CANBERRA
 AJ8115'LANE. TURN LEFT, NORTH, ON CANBERRA LANE, AIRPORT PERIMETER ROAD,
 AJ8115'FOLLOW THE PERIMETER ROAD FOR 1.9 KM (1.2 MI), TO A CARSONITE MARKER
 AJ8115'SET IN
 AJ8115'THE PERIMETER FENCE ON THE LEFT, EAST SIDE OF THE ROAD, AND THE
 AJ8115'STATION
 AJ8115'126 METERS TO YOUR RIGHT.
 AJ8115' 
 AJ8115'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8115'OF
 AJ8115'A CONCRETE POST FLUSH WITH THE GROUND. IT IS 126 M (413.4 FT)
 AJ8115'SOUTHWEST OF
 AJ8115'THE CARSONITE MARKER SET IN THE PERIMETER FENCE, 106.0 M (347.8 FT)
 AJ8115'NORTH-NORTHWEST OF A RUNWAY LIGHT, 87.2 M (286.1 FT) NORTHEAST OF THE
 AJ8115'NORTHEAST EDGE OF RUNWAY 13-31, 85.8 M (281.5 FT) NORTHEAST OF THE
 AJ8115'MORE
 AJ8115'EASTERLY OF THE TWO RUNWAY LIGHTS IN LINE WITH THE LETTER -R- IN THE
 AJ8115'WORD -GUARD- ON THE KANSAS AIR NATIONAL GUARD HANGER.  THIS STATION IS
 AJ8115'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8115' 
 AJ8115'
 AJ8115
 AJ8115                          STATION RECOVERY (2002)
 AJ8115
 AJ8115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JDH)
 AJ8115'RECOVERED AS DESCRIBED.
 AJ8115'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8075 ***********************************************************************
 AJ8075  SACS        -  This is a Secondary Airport Control Station.
 AJ8075  DESIGNATION -  FOE C
 AJ8075  PID         -  AJ8075
 AJ8075  STATE/COUNTY-  KS/SHAWNEE
 AJ8075  USGS QUAD   -  WAKARUSA (1983)
 AJ8075
 AJ8075                         *CURRENT SURVEY CONTROL
 AJ8075  ___________________________________________________________________
 AJ8075* NAD 83(1997)-  38 56 43.53671(N)    095 39 07.32260(W)     ADJUSTED  
 AJ8075* NAVD 88     -       315.64   (meters)    1035.6    (feet)  GPS OBS   
 AJ8075  ___________________________________________________________________
 AJ8075  X           -    -489,218.745 (meters)                     COMP
 AJ8075  Y           -  -4,943,209.481 (meters)                     COMP
 AJ8075  Z           -   3,987,785.663 (meters)                     COMP
 AJ8075  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AJ8075  ELLIP HEIGHT-         284.36  (meters)          (07/29/04) GPS OBS
 AJ8075  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 AJ8075
 AJ8075  HORZ ORDER  -  FIRST
 AJ8075  ELLP ORDER  -  FOURTH    CLASS II
 AJ8075
 AJ8075.This mark is at Forbes Field Airport (FOE)
 AJ8075
 AJ8075.The horizontal coordinates were established by GPS observations
 AJ8075.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8075
 AJ8075.The orthometric height was determined by GPS observations and a
 AJ8075.high-resolution geoid model.
 AJ8075
 AJ8075.GPS derived orthometric heights for airport stations designated as
 AJ8075.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8075.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8075.not indicate centimeter accuracy relative to other marks which are
 AJ8075.part of the NAVD 88 network.
 AJ8075
 AJ8075.Photographs are available for this station.
 AJ8075
 AJ8075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8075
 AJ8075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8075
 AJ8075.The ellipsoidal height was determined by GPS observations
 AJ8075.and is referenced to NAD 83.
 AJ8075
 AJ8075.The geoid height was determined by GEOID03.
 AJ8075
 AJ8075;                    North         East     Units Scale Factor Converg.
 AJ8075;SPC KS N     -    70,587.553   603,523.282   MT  0.99997097   +1 29 08.1
 AJ8075;UTM  15      - 4,314,065.459   270,162.022   MT  1.00025052   -1 40 03.9
 AJ8075
 AJ8075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8075!SPC KS N     -   0.99995539  x   0.99997097  =   0.99992636
 AJ8075!UTM  15      -   0.99995539  x   1.00025052  =   1.00020590
 AJ8075
 AJ8075                          SUPERSEDED SURVEY CONTROL
 AJ8075
 AJ8075  ELLIP H (03/07/02)  284.37   (m)                       GP(       ) 4 2
 AJ8075
 AJ8075.Superseded values are not recommended for survey control.
 AJ8075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8075.See file dsdata.txt to determine how the superseded data were derived.
 AJ8075
 AJ8075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD7016214065(NAD 83)
 AJ8075_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8075_STAMPING: FOE C 2001
 AJ8075_MARK LOGO: NGS   
 AJ8075_PROJECTION: FLUSH
 AJ8075_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8075+STABILITY: SURFACE MOTION
 AJ8075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8075+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 AJ8075
 AJ8075  HISTORY     - Date     Condition        Report By
 AJ8075  HISTORY     - 20010310 MONUMENTED       MSAM
 AJ8075  HISTORY     - 20020711 GOOD             NGS
 AJ8075
 AJ8075                          STATION DESCRIPTION
 AJ8075
 AJ8075'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8075'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 AJ8075'THE STATION IS LOCATED ABOUT 12.7 KM  (7.9 MI) SOUTH OF TOPEKA,
 AJ8075'KANSAS, AT
 AJ8075'FORBES FIELD AIRPORT.  IT IS NEAR THE SOUTH END OF THE AIRPORT AND
 AJ8075'NORTHEAST OF RUNWAY 13-31. THIS IS A CONTROLLED AIRPORT.  PERMISSION
 AJ8075'TO
 AJ8075'USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. CONTACT
 AJ8075'MR. DAVID A. STREMMING AT 785-862-2362. OWNERSHIP-FORBES FIELD
 AJ8075'AIRPORT.
 AJ8075' 
 AJ8075'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 470
 AJ8075'AND TOPEKA BOULEVARD, GO SOUTH ON TOPEKA BOULEVARD FOR 3.4 KM (2.1 MI)
 AJ8075'TO
 AJ8075'THE AIR NATIONAL GUARD GATE ON YOUR LEFT, AT THE INTERSECTION OF
 AJ8075'TOPEKA
 AJ8075'BOULEVARD AND 57TH STREET. TURN LEFT, EAST, PASS THROUGH THE AIR
 AJ8075'NATIONAL GUARD GATE AND CONTINUE EAST FOR 122 M (400 FT) TO CANBERRA
 AJ8075'LANE. TURN LEFT, NORTH, ON CANBERRA LANE, AIRPORT PERIMETER ROAD,
 AJ8075'FOLLOW THE PERIMETER ROAD FOR 5.8 KM (3.6 MI), PASS A SHOOTING RANGE,
 AJ8075'TO A
 AJ8075'CARSONITE MARKER SET IN THE PERIMETER FENCE ON THE LEFT, EAST SIDE OF
 AJ8075'THE ROAD, AND THE STATION 99.3 M (325.8 FT) TO YOUR RIGHT.
 AJ8075' 
 AJ8075'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8075'OF
 AJ8075'A CONCRETE POST FLUSH WITH THE GROUND. IT IS 99.3 M (325.8 FT)
 AJ8075'SOUTHWEST OF
 AJ8075'A CARSONITE MARKER, 97.5 M (319.9 FT) NORTHEAST OF THE NORTHEAST EDGE
 AJ8075'OF
 AJ8075'RUNWAY 13-31, 75.5 M (247.7 FT) NORTHEAST OF THE NORTHEAST EDGE OF A
 AJ8075'RUNWAY STATIONING SIGN -10/2-, 35.3 M (115.8 FT) SOUTHEAST OF A LONE
 AJ8075'SMALL
 AJ8075'PINE BUSH. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AJ8075'STATION.
 AJ8075' 
 AJ8075' 
 AJ8075' 
 AJ8075'
 AJ8075
 AJ8075                          STATION RECOVERY (2002)
 AJ8075
 AJ8075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JDH)
 AJ8075'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8074 ***********************************************************************
 AJ8074  PACS        -  This is a Primary Airport Control Station.
 AJ8074  DESIGNATION -  FOE D
 AJ8074  PID         -  AJ8074
 AJ8074  STATE/COUNTY-  KS/SHAWNEE
 AJ8074  USGS QUAD   -  WAKARUSA (1983)
 AJ8074
 AJ8074                         *CURRENT SURVEY CONTROL
 AJ8074  ___________________________________________________________________
 AJ8074* NAD 83(1997)-  38 57 24.61988(N)    095 39 56.61003(W)     ADJUSTED  
 AJ8074* NAVD 88     -       322.44   (meters)    1057.9    (feet)  GPS OBS   
 AJ8074  ___________________________________________________________________
 AJ8074  X           -    -490,321.812 (meters)                     COMP
 AJ8074  Y           -  -4,942,305.121 (meters)                     COMP
 AJ8074  Z           -   3,988,775.232 (meters)                     COMP
 AJ8074  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AJ8074  ELLIP HEIGHT-         291.17  (meters)          (07/29/04) GPS OBS
 AJ8074  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 AJ8074
 AJ8074  HORZ ORDER  -  B
 AJ8074  ELLP ORDER  -  FOURTH    CLASS II
 AJ8074
 AJ8074.This mark is at Forbes Field Airport (FOE)
 AJ8074
 AJ8074.The horizontal coordinates were established by GPS observations
 AJ8074.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8074
 AJ8074.The orthometric height was determined by GPS observations and a
 AJ8074.high-resolution geoid model.
 AJ8074
 AJ8074.GPS derived orthometric heights for airport stations designated as
 AJ8074.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8074.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8074.not indicate centimeter accuracy relative to other marks which are
 AJ8074.part of the NAVD 88 network.
 AJ8074
 AJ8074.Photographs are available for this station.
 AJ8074
 AJ8074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8074
 AJ8074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8074
 AJ8074.The ellipsoidal height was determined by GPS observations
 AJ8074.and is referenced to NAD 83.
 AJ8074
 AJ8074.The geoid height was determined by GEOID03.
 AJ8074
 AJ8074;                    North         East     Units Scale Factor Converg.
 AJ8074;SPC KS N     -    71,823.311   602,304.151   MT  0.99996993   +1 28 36.9
 AJ8074;UTM  15      - 4,315,366.781   269,012.393   MT  1.00025704   -1 40 36.4
 AJ8074
 AJ8074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8074!SPC KS N     -   0.99995432  x   0.99996993  =   0.99992425
 AJ8074!UTM  15      -   0.99995432  x   1.00025704  =   1.00021135
 AJ8074
 AJ8074                          SUPERSEDED SURVEY CONTROL
 AJ8074
 AJ8074  ELLIP H (03/07/02)  291.18   (m)                       GP(       ) 4 2
 AJ8074
 AJ8074.Superseded values are not recommended for survey control.
 AJ8074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8074.See file dsdata.txt to determine how the superseded data were derived.
 AJ8074
 AJ8074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6901215367(NAD 83)
 AJ8074_MARKER: I = METAL ROD
 AJ8074_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8074_STAMPING: FOE D 2001
 AJ8074_MARK LOGO: NGS   
 AJ8074_PROJECTION: FLUSH
 AJ8074_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8074+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 AJ8074_ROD/PIPE-DEPTH: 6.61 meters
 AJ8074_SLEEVE-DEPTH  : 0.9 meters
 AJ8074
 AJ8074  HISTORY     - Date     Condition        Report By
 AJ8074  HISTORY     - 20010310 MONUMENTED       MSAM
 AJ8074  HISTORY     - 20020711 GOOD             NGS
 AJ8074
 AJ8074                          STATION DESCRIPTION
 AJ8074
 AJ8074'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8074'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 AJ8074'THE STATION IS LOCATED ABOUT 10.8 KM  (6.7 MI) SOUTH OF TOPEKA,
 AJ8074'KANSAS, AT
 AJ8074'FORBES FIELD AIRPORT.  IT IS NEAR THE CENTER OF THE AIRPORT, NORTHEAST
 AJ8074'OF
 AJ8074'RUNWAY 13-31 AND NORTHWEST OF RUNWAY 3-21. THIS IS A CONTROLLED
 AJ8074'AIRPORT.
 AJ8074'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT
 AJ8074'MANAGER. CONTACT MR. DAVID A. STREMMING AT 785-862-2362.
 AJ8074'OWNERSHIP-FORBES FIELD AIRPORT.
 AJ8074' 
 AJ8074'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 470
 AJ8074'AND TOPEKA BOULEVARD, GO SOUTH ON TOPEKA BOULEVARD FOR 3.4 KM (2.1 MI)
 AJ8074'TO
 AJ8074'THE AIR NATIONAL GUARD GATE ON YOUR LEFT, AT THE INTERSECTION OF
 AJ8074'TOPEKA
 AJ8074'BOULEVARD AND 57TH STREET. TURN LEFT, EAST, PASS THROUGH THE AIR
 AJ8074'NATIONAL GUARD GATE AND CONTINUE EAST FOR 122 M (400 FT) TO CANBERRA
 AJ8074'LANE. TURN LEFT, NORTH, ON CANBERRA LANE, AIRPORT PERIMETER ROAD,
 AJ8074'FOLLOW THE PERIMETER ROAD FOR 2.9 KM (1.8 MI), TO A CARSONITE MARKER
 AJ8074'ON
 AJ8074'THE LEFT, EAST SIDE OF THE ROAD, AND THE STATION 151 METERS TO YOUR
 AJ8074'RIGHT.
 AJ8074' 
 AJ8074'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8074'TO A
 AJ8074'DEPTH OF 6.61 M (21.7 FT), ENCASED IN A 0.9 M (3.0 FT) LONG FINNED
 AJ8074'GREASED
 AJ8074'SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE
 AJ8074'COLLAR FLUSH WITH THE GROUND. THE SLEEVE DEPTH DOES NOT MEET THE
 AJ8074'SPECIFICATIONS FOR A CLASS A MARK. IT IS 151 M SOUTHWEST OF A
 AJ8074'CARSONITE
 AJ8074'NEAR THE PERIMETER ROAD, 65.6 M (215.2 FT) NORTHEAST OF A TAXIWAY
 AJ8074'LIGHT AND
 AJ8074'64.2 M (210.6 FT) NORTH-NORTHEAST OF THE TAXIWAY LIGHT, THAT IS IN
 AJ8074'LINE WITH
 AJ8074'THE TAXIWAY LIGHT THAT IS NEXT TO THE RUNWAY INDICATOR SIGN FOR RUNWAY
 AJ8074'21 ON TAXIWAY BRAVO AND 58.5 M (191.9 FT) NORTH OF THE NORTHWEST EDGE
 AJ8074'OF
 AJ8074'TAXIWAY BRAVO. THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AJ8074'STATION.
 AJ8074' 
 AJ8074' 
 AJ8074'
 AJ8074
 AJ8074                          STATION RECOVERY (2002)
 AJ8074
 AJ8074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JDH)
 AJ8074'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0105 ***********************************************************************
 HH0105  DESIGNATION -  FOLLETTE
 HH0105  PID         -  HH0105
 HH0105  STATE/COUNTY-  KS/SEWARD
 HH0105  USGS QUAD   -  LIBERAL (1983)
 HH0105
 HH0105                         *CURRENT SURVEY CONTROL
 HH0105  ___________________________________________________________________
 HH0105* NAD 83(1997)-  37 01 35.02740(N)    100 55 06.88205(W)     ADJUSTED  
 HH0105* NAVD 88     -       868.585  (meters)    2849.68   (feet)  ADJUSTED  
 HH0105  ___________________________________________________________________
 HH0105  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HH0105  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 HH0105  DYNAMIC HT  -         867.729 (meters)    2846.87  (feet)  COMP
 HH0105  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 HH0105
 HH0105  HORZ ORDER  -  SECOND
 HH0105  VERT ORDER  -  FIRST     CLASS II
 HH0105
 HH0105.The horizontal coordinates were established by classical geodetic methods
 HH0105.and adjusted by the National Geodetic Survey in October 1998..
 HH0105
 HH0105.The orthometric height was determined by differential leveling
 HH0105.and adjusted by the National Geodetic Survey in June 1991..
 HH0105
 HH0105.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0105
 HH0105.The geoid height was determined by GEOID03.
 HH0105
 HH0105.The dynamic height is computed by dividing the NAVD 88
 HH0105.geopotential number by the normal gravity value computed on the
 HH0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0105.degrees latitude (g = 980.6199 gals.).
 HH0105
 HH0105.The modeled gravity was interpolated from observed gravity values.
 HH0105
 HH0105;                    North         East     Units Scale Factor Converg.
 HH0105;SPC KS S     -   442,716.652   184,804.844   MT  1.00005591   -1 29 10.6
 HH0105;SPC OK N     -   228,751.049   340,326.420   MT  1.00005771   -1 43 20.6
 HH0105;SPC OK N     -   750,494.07  1,116,554.26   sFT  1.00005771   -1 43 20.6
 HH0105;UTM  14      - 4,099,521.597   329,342.627   MT  0.99995879   -1 09 20.2
 HH0105
 HH0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0105!SPC KS S     -   0.99986792  x   1.00005591  =   0.99992382
 HH0105!SPC OK N     -   0.99986792  x   1.00005771  =   0.99992562
 HH0105!UTM  14      -   0.99986792  x   0.99995879  =   0.99982671
 HH0105
 HH0105:                Primary Azimuth Mark                     Grid Az
 HH0105:SPC KS S     -  FOLLETTE AZ MK                           102 59 01.9
 HH0105:SPC OK N     -  FOLLETTE AZ MK                           103 13 11.9
 HH0105:UTM  14      -  FOLLETTE AZ MK                           102 39 11.5
 HH0105
 HH0105|---------------------------------------------------------------------|
 HH0105| PID    Reference Object                     Distance      Geod. Az  |
 HH0105|                                                           dddmmss.s |
 HH0105| CK8726 FOLLETTE AZ MK                                     1012951.3 |
 HH0105| CK8728 FOLLETTE RM 2                        20.891 METERS 10225     |
 HH0105| HH0959 LIBERAL LIGHTS GRAIN ELEV           APPROX. 1.1 KM 3252212.2 |
 HH0105| HH0958 LIBERAL FIRST BAPTIST CH SPIRE      APPROX. 1.7 KM 3284757.1 |
 HH0105| HH0966 LIBERAL MUNICIPAL WATER TANK        APPROX. 2.2 KM 3455211.6 |
 HH0105| HH0960 LIBERAL CRI PRR WATER TANK          APPROX. 1.4 KM 3543656.3 |
 HH0105| CK8727 FOLLETTE RM 1                        25.664 METERS 35915     |
 HH0105|---------------------------------------------------------------------|
 HH0105
 HH0105                          SUPERSEDED SURVEY CONTROL
 HH0105
 HH0105  NAD 83(1997)-  37 01 35.03795(N)    100 55 06.88501(W) AD(       ) 2
 HH0105  NAD 83(1986)-  37 01 35.03755(N)    100 55 06.88128(W) AD(       ) 2
 HH0105  NAD 27      -  37 01 34.94282(N)    100 55 05.28215(W) AD(       ) 2
 HH0105  NGVD 29 (??/??/92)  868.214  (m)         2848.47   (f) ADJ UNCH    1 2
 HH0105
 HH0105.Superseded values are not recommended for survey control.
 HH0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0105.See file dsdata.txt to determine how the superseded data were derived.
 HH0105
 HH0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF2934399522(NAD 83)
 HH0105_MARKER: DS = TRIANGULATION STATION DISK
 HH0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0105_STAMPING: FOLLETTE 1934
 HH0105_MARK LOGO: CGS   
 HH0105_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0105+STABILITY: SURFACE MOTION
 HH0105
 HH0105  HISTORY     - Date     Condition        Report By
 HH0105  HISTORY     - 1934     MONUMENTED       CGS
 HH0105  HISTORY     - 1934     GOOD             CGS
 HH0105  HISTORY     - 1951     GOOD             CGS
 HH0105  HISTORY     - 1965     GOOD             CGS
 HH0105  HISTORY     - 1965     GOOD             NGS
 HH0105  HISTORY     - 1968     GOOD             CGS
 HH0105  HISTORY     - 1968     GOOD             USAF
 HH0105  HISTORY     - 1970     GOOD             NGS
 HH0105  HISTORY     - 19970327 GOOD             OKDOT
 HH0105
 HH0105                          STATION DESCRIPTION
 HH0105
 HH0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0105'THE STATION IS IN THE SOUTHEASTERN PART OF LIBERAL ON LAND
 HH0105'OWNED BY MR. FOLLETTE.
 HH0105'
 HH0105'THE STATION MARK PROJECTS 8 INCHES AND IS 18 FEET NORTHEAST
 HH0105'OF A FENCE CORNER AT THE NORTHWEST CORNER OF A FARM LOT, 39
 HH0105'FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH ROAD, AND
 HH0105'119 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF FOLLETTES
 HH0105'HOUSE.
 HH0105'
 HH0105'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS 40 FEET EAST
 HH0105'OF THE CENTERLINE OF A NORTH-AND-SOUTH ROAD, 53 FEET SOUTHWEST
 HH0105'OF THE SOUTHWEST CORNER OF FOLLETTES HOUSE, AND 18 FEET EAST
 HH0105'OF A FENCE CORNER AT THE SOUTHWEST CORNER OF FOLLETTES FRONT
 HH0105'YARD.  THE MARK IS NORTH OF THE STATION.
 HH0105'
 HH0105'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND IS 127 FEET
 HH0105'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF FOLLETTES HOUSE,
 HH0105'AND IS 82 FEET EAST OF FENCE CORNER AT NORTHWEST CORNER OF A
 HH0105'FARM LOT.  THE MARK IS IN A FENCE LINE ON THE NORTH SIDE OF
 HH0105'A FARM LOT WHICH IS SOUTH OF FOLLETTES HOUSE.  THE MARK IS
 HH0105'EAST OF THE STATION.
 HH0105'
 HH0105'THE DISTANCE BETWEEN REFERENCE MARKS IS 120.07 FEET.
 HH0105'
 HH0105'THE AZIMUTH MARK PROJECTS 2 INCHES AND IS ON THE NORTH SIDE
 HH0105'OF AN EAST-AND-WEST ROAD AND IS 0.4 MILE EAST-SOUTHEAST OF THE
 HH0105'STATION.  THE MARK IS 30 FEET NORTH OF THE CENTERLINE OF THE
 HH0105'ROAD AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE ON THE NORTH
 HH0105'SIDE OF THE ROAD.
 HH0105'
 HH0105'A 20-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 HH0105'
 HH0105'TO REACH THE STATION GO SOUTH ON U.S. HIGHWAY 83 FOR 0.6 MILE
 HH0105'FROM THE RAILROAD CROSSING, THENCE EAST 0.25 MILE, AND THEN
 HH0105'SOUTH 0.25 MILE TO FOLLETTES HOUSE AND STATION.
 HH0105'
 HH0105'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HH0105'DESCRIBED.
 HH0105
 HH0105                          STATION RECOVERY (1934)
 HH0105
 HH0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (HJO)
 HH0105'LOCATED AT LIBERAL, ABOUT 1.1 MILES SOUTH OF THE CITY HALL,
 HH0105'ABOUT 1 BLOCK EAST OF U.S. HIGHWAY 83, ON LAND OWNED BY MR.
 HH0105'FOLLETTE, ABOUT 119 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 HH0105'HOUSE, 29 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 HH0105'ROAD, AT THE NORTHWEST CORNER OF A FARM LOT, AND 18 FEET
 HH0105'NORTHEAST OF THE FENCE CORNER.  A STANDARD TRIANGULATION
 HH0105'STATION DISK, STAMPED FOLLETTE 1934 AND SET IN THE TOP OF A
 HH0105'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 HH0105
 HH0105                          STATION RECOVERY (1951)
 HH0105
 HH0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (GES)
 HH0105'STATION RECOVERED AND ALL MARKS FOUND AS DESCRIBED IN THE 1934
 HH0105'DESCRIPTION.  THE PROPERTY IS NOW OWNED BY MR. ED OILER.
 HH0105
 HH0105                          STATION RECOVERY (1965)
 HH0105
 HH0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 HH0105'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE
 HH0105'RECOVERED IN GOOD CONDITION.
 HH0105'
 HH0105'A NEW DESCRIPTION IS AS FOLLOWS.  IN THE SOUTHEASTERN PART
 HH0105'OF LIBERAL ON LAND OWNED BY MR. FOLLETTE.
 HH0105'
 HH0105'THE STATION MARK PROJECTS 8 INCHES AND IS 22 FEET SOUTHEAST
 HH0105'OF FENCEPOST AT CORNER OF CULTIVATED SMALL FIELD, 39 FEET EAST
 HH0105'OF THE CENTERLINE OF A NORTH SOUTH ROAD, AND 119 FEET SOUTH
 HH0105'SOUTHWEST OF THE SOUTHWEST CORNER OF MR. FOLLETTES HOUSE.
 HH0105'
 HH0105'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 54
 HH0105'AND 83 IN LIBERAL GO SOUTH ON 83 (KANSAS STREET) FOR 0.5 MILES
 HH0105'TO PINE STREET, TURN LEFT (EAST) AND PROCEED 0.2 MILES TO
 HH0105'NEW YORK STREET, TURN LEFT (NORTH) AND GO 0.1 MILE TO THE
 HH0105'STATION ON THE RIGHT.  THE OLD DESCRIPTION IS ADEQUATE WITH
 HH0105'REGARD TO THE AZIMUTH MARK AND REFERENCE MARKS.
 HH0105
 HH0105                          STATION RECOVERY (1965)
 HH0105
 HH0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HH0105'AT LIBERAL.
 HH0105'THE MARK WAS RECOVERED IN GOOD CONDITION.  IN THE SOUTHEAST
 HH0105'PART OF LIBERAL, ON LAND OWNED BY MR. FOLLETTE ABOUT 0.1 MILE
 HH0105'NORTH OF THE INTERSECTION OF PINE AND NEW YORK STREETS, IN A
 HH0105'SMALL CULTIVATED FIELD, 39 FEET EAST OF THE CENTERLINE OF NEW
 HH0105'YORK STREET, 22 FEET SOUTHEAST OF A FENCEPOST AT THE CORNER
 HH0105'OF THE FIELD, AND ABOUT 119 FEET SOUTH SOUTHWEST OF THE SOUTHWEST
 HH0105'CORNER OF MR. FOLLETTES HOUSE.  A STANDARD C AND GS TRIANGULATION
 HH0105'MARK SET IN TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 HH0105
 HH0105                          STATION RECOVERY (1968)
 HH0105
 HH0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HH0105'STATION, AND REFERENCE MARKS RECOVERED AS PREVIOUSLY DESCRIBED
 HH0105'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 HH0105'DISPLACED IN A ROAD DITCH.  NO OBJECTS VISIBLE FROM THE GROUND
 HH0105'SO A NEW AZIMUTH MARK WAS NOT SET.  THE 1965 TO REACH THE STATION
 HH0105'WAS FOUND ADEQUATE.
 HH0105'
 HH0105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LIBERAL
 HH0105
 HH0105                          STATION RECOVERY (1968)
 HH0105
 HH0105'RECOVERY NOTE BY US AIR FORCE 1968
 HH0105'STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 WERE RECOVERED
 HH0105'IN GOOD CONDITION AS DESCRIBED.
 HH0105'
 HH0105'THE AZIMUTH MARK WAS FOUND LYING ON THE SURFACE IN A CULTIVATED
 HH0105'FIELD.
 HH0105
 HH0105                          STATION RECOVERY (1970)
 HH0105
 HH0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JEK)
 HH0105'STA. MK., RM NO. 1 AND RM NO. 2 WERE FOUND IN GOOD CONDITION AS
 HH0105'DESCRIBED.  DISTANCE TO RM NO.1 MISSED 0.04 FT., RM NO. 2 MISSED
 HH0105'0.11 FT.
 HH0105'
 HH0105'DIRECTION BETWEEN RM NO. 1 AND RM NO. 2 MISSED 84.95 SECONDS.
 HH0105'
 HH0105'A NEW LOCAL DESCRIPTION READS--FROM THE INTERSECTION OF NEW YORK AVE.
 HH0105'AND SPRUCE ST. IN LIBERAL, THE STA. IS 222 FT. S. AND 40 FT. E. OF
 HH0105'CENTERLINE OF THE INTERSECTION.  RM NO. 1 IS 137 FT. S. AND 38 FT. E
 HH0105'OF CENTERLINE OF INTERSECTION.  8 FT. S. AND 1 FT. E. OF AN
 HH0105'APPROX.  16 IN. TREE.  RM NO. 2 IS 237 FT. S. AND 107 FT. E. OF THE
 HH0105'CENTERLINE OF INTERSECTION.
 HH0105
 HH0105                          STATION RECOVERY (1997)
 HH0105
 HH0105'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 1997 (LDR)
 HH0105'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1932 ***********************************************************************
 JE1932  DESIGNATION -  FONTANA
 JE1932  PID         -  JE1932
 JE1932  STATE/COUNTY-  KS/MIAMI
 JE1932  USGS QUAD   -  FONTANA (1978)
 JE1932
 JE1932                         *CURRENT SURVEY CONTROL
 JE1932  ___________________________________________________________________
 JE1932* NAD 83(1997)-  38 28 10.37302(N)    094 51 12.91177(W)     ADJUSTED  
 JE1932* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 JE1932  ___________________________________________________________________
 JE1932  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 JE1932  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE1932
 JE1932  HORZ ORDER  -  THIRD
 JE1932
 JE1932.The horizontal coordinates were established by classical geodetic methods
 JE1932.and adjusted by the National Geodetic Survey in October 1998..
 JE1932
 JE1932.The orthometric height was scaled from a topographic map.
 JE1932
 JE1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1932
 JE1932.The geoid height was determined by GEOID03.
 JE1932
 JE1932;                    North         East     Units Scale Factor Converg.
 JE1932;SPC KS S     -   606,319.742   718,133.836   MT  0.99998224   +2 14 27.0
 JE1932;UTM  15      - 4,259,541.950   338,296.722   MT  0.99992202   -1 09 12.1
 JE1932
 JE1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1932!SPC KS S     -   0.99995980  x   0.99998224  =   0.99994204
 JE1932!UTM  15      -   0.99995980  x   0.99992202  =   0.99988182
 JE1932
 JE1932|---------------------------------------------------------------------|
 JE1932| PID    Reference Object                     Distance      Geod. Az  |
 JE1932|                                                           dddmmss.s |
 JE1932| CN6885 FONTANA RM 1                         20.001 METERS 08044     |
 JE1932| CN6886 FONTANA RM 2                         14.170 METERS 19608     |
 JE1932| CN6884 FONTANA AZ MK                                      3571956.3 |
 JE1932|---------------------------------------------------------------------|
 JE1932
 JE1932                          SUPERSEDED SURVEY CONTROL
 JE1932
 JE1932  NAD 83(1986)-  38 28 10.38044(N)    094 51 12.91089(W) AD(       ) 3
 JE1932  NAD 27      -  38 28 10.32200(N)    094 51 12.06400(W) AD(       ) 3
 JE1932
 JE1932.Superseded values are not recommended for survey control.
 JE1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1932.See file dsdata.txt to determine how the superseded data were derived.
 JE1932
 JE1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3829759542(NAD 83)
 JE1932_MARKER: DS = TRIANGULATION STATION DISK
 JE1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1932
 JE1932  HISTORY     - Date     Condition        Report By
 JE1932  HISTORY     - 1948     MONUMENTED       CGS
 JE1932  HISTORY     - 1970     GOOD             NGS
 JE1932
 JE1932                          STATION DESCRIPTION
 JE1932
 JE1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1932'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF OSAWATOMIE AND
 JE1932'3.5 MILES NORTH-NORTHWEST OF FONTANA ON THE PROPERTY OF MR.
 JE1932'CHARLEY B. MLYNAR.  IT IS NEAR THE NORTHWEST CORNER OF THE
 JE1932'FARM LOT, 10.5 FEET SOUTH OF THE EAST-WEST FENCE AND 12 FEET EAST
 JE1932'OF THE NORTH-SOUTH FENCE LINE ON THE EAST SIDE OF THE ROAD.
 JE1932'IT IS STAMPED FONTANA 1948 AND IS FLUSH WITH THE GROUND.
 JE1932'
 JE1932'REFERENCE MARK NO. 1 IS IN THE EAST-WEST FENCE LINE AT THE
 JE1932'NORTH EDGE OF THE LOT, 17 FEET WEST OF THE SOUTHWEST CORNER
 JE1932'OF A CHICKEN HOUSE, 1 FOOT WEST OF A WIRE GATE AND 78 FEET EAST
 JE1932'OF A T-FENCE CORNER.  IT IS STAMPED FONTANA NO. 1 1948 AND IS
 JE1932'FLUSH WITH THE GROUND.
 JE1932'
 JE1932'REFERENCE MARK NO. 2 IS AT THE WEST EDGE OF THE LOT, 1 FOOT
 JE1932'EAST OF THE NORTH-SOUTH FENCE, 63 FEET NORTH OF THE CENTER OF THE
 JE1932'DRIVEWAY EAST AND 31 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 JE1932'ROAD.  IT IS STAMPED FONTANA NO. 2 1948 AND IS FLUSH WITH
 JE1932'THE GROUND.
 JE1932'
 JE1932'AZIMUTH MARK IS SET IN A DRILL HOLE IN TOP OF THE NORTH POST OF
 JE1932'THE WEST HEADWALL OF A CONCRETE BRIDGE.  IT IS 16 FEET WEST
 JE1932'OF THE CENTER OF THE NORTH-SOUTH ROAD AND 50 FEET SOUTH OF A
 JE1932'T-ROAD EAST.  IT IS STAMPED FONTANA 1948.
 JE1932'
 JE1932'TO REACH THE STATION FROM THE MAIN INTERSECTION IN OSAWATOMIE,
 JE1932'GO SOUTH ON STATE HIGHWAY 7 TO AN INTERSECTION AT THE SOUTH
 JE1932'CITY LIMITS, TURN LEFT, EAST, FOR 0.15 MILE TO A CROSSROAD,
 JE1932'TURN SOUTH FOR 0.8 MILE THEN KEEP RIGHT FORK FOR 1 MILE TO A
 JE1932'CROSSROAD, TURN LEFT, EAST, FOR 4.7 MILES TO A CROSSROAD,
 JE1932'TURN LEFT FOR ABOUT 75 YARDS TO THE DRIVEWAY ON THE RIGHT AND
 JE1932'THE STATION ON THE LEFT AS DESCRIBED.
 JE1932'
 JE1932'THE AZIMUTH MARK IS 0.4 MILE NORTH OF THE DRIVEWAY ON THE WEST
 JE1932'SIDE OF THE ROAD.
 JE1932'
 JE1932'AN 87 FOOT SIGNAL AT WEA IS VISIBLE AT 20 FEET.
 JE1932'
 JE1932'A 74 FOOT SIGNAL AT LANCASTER IS VISIBLE AT 30 FEET.
 JE1932'
 JE1932'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 JE1932
 JE1932                          STATION RECOVERY (1970)
 JE1932
 JE1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1932'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JE1932'AND THE AZIMUTH MARK WERER RECOVERED AS PREVIOUSLY DESCRIBED
 JE1932'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 JE1932'FOUND ADEQUATE FOR RECOVERY.
 JE1932'
 JE1932'STATION IS 44 FEET EAST OF THE CENTER OF A GRAVLED ROAD AND 12.5
 JE1932'FEET EAST OF A METAL WITNESS.
 JE1932'
 JE1932'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6
 JE1932'MILES SOUTHEAST OF OSAWATOMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0263 ***********************************************************************
 KF0263  DESIGNATION -  FORD
 KF0263  PID         -  KF0263
 KF0263  STATE/COUNTY-  KS/GEARY
 KF0263  USGS QUAD   -  OGDEN (1982)
 KF0263
 KF0263                         *CURRENT SURVEY CONTROL
 KF0263  ___________________________________________________________________
 KF0263* NAD 83(1997)-  39 03 56.29149(N)    096 41 18.21694(W)     ADJUSTED  
 KF0263* NAVD 88     -       412.475  (meters)    1353.26   (feet)  ADJUSTED  
 KF0263  ___________________________________________________________________
 KF0263  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 KF0263  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 KF0263  DYNAMIC HT  -         412.194 (meters)    1352.34  (feet)  COMP
 KF0263  MODELED GRAV-     979,933.2   (mgal)                       NAVD 88
 KF0263
 KF0263  HORZ ORDER  -  SECOND
 KF0263  VERT ORDER  -  SECOND    CLASS 0
 KF0263
 KF0263.The horizontal coordinates were established by classical geodetic methods
 KF0263.and adjusted by the National Geodetic Survey in October 1998..
 KF0263
 KF0263.The orthometric height was determined by differential leveling
 KF0263.and adjusted by the National Geodetic Survey in June 1991..
 KF0263
 KF0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0263
 KF0263.The geoid height was determined by GEOID03.
 KF0263
 KF0263.The dynamic height is computed by dividing the NAVD 88
 KF0263.geopotential number by the normal gravity value computed on the
 KF0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0263.degrees latitude (g = 980.6199 gals.).
 KF0263
 KF0263.The modeled gravity was interpolated from observed gravity values.
 KF0263
 KF0263;                    North         East     Units Scale Factor Converg.
 KF0263;SPC KS N     -    82,115.603   513,506.420   MT  0.99996204   +0 49 47.5
 KF0263;UTM  14      - 4,326,603.641   699,992.266   MT  1.00009252   +1 27 26.2
 KF0263
 KF0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0263!SPC KS N     -   0.99993997  x   0.99996204  =   0.99990201
 KF0263!UTM  14      -   0.99993997  x   1.00009252  =   1.00003248
 KF0263
 KF0263:                Primary Azimuth Mark                     Grid Az
 KF0263:SPC KS N     -  MANHATTAN MUNICIPAL TANK                 031 54 46.0
 KF0263:UTM  14      -  MANHATTAN MUNICIPAL TANK                 031 17 07.3
 KF0263
 KF0263|---------------------------------------------------------------------|
 KF0263| PID    Reference Object                     Distance      Geod. Az  |
 KF0263|                                                           dddmmss.s |
 KF0263| KF1059 MANHATTAN MUNICIPAL TANK            APPROX.14.9 KM 0324433.5 |
 KF0263| KF0265 FORD AZ MK                                         0932941.0 |
 KF0263| KF0264 FORD RM 1                            22.935 METERS 13057     |
 KF0263| KF0262 FORD RM 2                            18.061 METERS 22702     |
 KF0263| KF1096 FORT RILEY MARSHALL FIELD TANK      APPROX. 7.1 KM 2602911.5 |
 KF0263|---------------------------------------------------------------------|
 KF0263
 KF0263                          SUPERSEDED SURVEY CONTROL
 KF0263
 KF0263  NAD 83(1986)-  39 03 56.29738(N)    096 41 18.21490(W) AD(       ) 2
 KF0263  NAD 27      -  39 03 56.30914(N)    096 41 17.19434(W) AD(       ) 2
 KF0263  NGVD 29 (??/??/92)  412.352  (m)         1352.86   (f) ADJ UNCH    2 0
 KF0263
 KF0263.Superseded values are not recommended for survey control.
 KF0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0263.See file dsdata.txt to determine how the superseded data were derived.
 KF0263
 KF0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9999226604(NAD 83)
 KF0263_MARKER: DE = TRAVERSE STATION DISK
 KF0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0263_STAMPING: FORD 1970
 KF0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0263+STABILITY: SURFACE MOTION
 KF0263
 KF0263  HISTORY     - Date     Condition        Report By
 KF0263  HISTORY     - 1970     MONUMENTED       NGS
 KF0263  HISTORY     - 1970     GOOD             NGS
 KF0263
 KF0263                          STATION DESCRIPTION
 KF0263
 KF0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0263'THE STATION IS LOCATED APPROXIMATELY 7.5 MILES EAST OF AND 2.5
 KF0263'MILES NORTH OF JUNCTION CITY, IN THE NORTHEAST 1/4 SECTION 30,
 KF0263'T11S., R7E., ON A HIGH RIDGE ALONG THE NORTH RIGHT-OF-WAY OF
 KF0263'INTERSTATE HIGHWAY 70.
 KF0263'
 KF0263'TO REACH THE STATION FROM THE CLARK CREEK ROAD OVERPASS ON
 KF0263'I 70 GO EAST ON I 70 FOR 3.0 MILES TO LOW RISE AND THE STATION
 KF0263'ON THE LEFT.
 KF0263'
 KF0263'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED FORD 1970.
 KF0263'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0263'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KF0263'107 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND LANES OF
 KF0263'I 70, 4.3 FEET SOUTH OF WITNESS POST WITH SIGN AND 10 FEET
 KF0263'ABOVE THE HIGHWAY SURFACE.  THE UNDERGROUND MARK IS SET IN AN
 KF0263'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 KF0263'
 KF0263'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FORD NO 1 1970,
 KF0263'CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 8 FEET LOWER THAN
 KF0263'THE STATION, 2 FEET ABOVE THE HIGHWAY SURFACE AND FLUSH WITH THE
 KF0263'ROCK SURFACE.  IT IS 78.6 FEET SOUTHEAST OF THE WITNESS POST,
 KF0263'57 FEET SOUTH OF A FENCE AND 51 FEET NORTH OF THE WEST BOUND
 KF0263'LANES OF I 70.
 KF0263'
 KF0263'REFERENCE MARK 2, IS A STANDARD DISK STAMPED FORD NO 2 1970,
 KF0263'CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 8 FEET LOWER THAN THE
 KF0263'STATION AND 2 FEET ABOVE THE HIGHWAY SURFACE.  IT IS 69 FEET
 KF0263'NORTH OF THE WEST BOUND LANES OF I 70, 62.1 FEET SOUTHWEST
 KF0263'OF THE WITNESS POST, 56.4 FEET SOUTHEAST OF A CORNER POST
 KF0263'AND 41.6 FEET SOUTH OF A FENCE.
 KF0263'
 KF0263'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FORD 1970, CEMENTED
 KF0263'IN A DRILL HOLE IN THE WEST END OF A CONCRETE CULVERT HEADWALL
 KF0263'AND IS FLUSH WITH THE CONCRETE SURFACE.  IT IS 25 FEET SOUTH
 KF0263'OF THE EAST BOUND LANES OF I 70.  TO REACH THE AZIMUTH MARK
 KF0263'FROM THE STATION GO EAST ON I 70 FOR 0.35 MILE TO THE MARK
 KF0263'ON THE RIGHT.
 KF0263'
 KF0263'HEIGHT OF LIGHT ABOVE STATION MARK 2.19 METERS.
 KF0263
 KF0263                          STATION RECOVERY (1970)
 KF0263
 KF0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0263'8.8 MI E FROM JUNCTION CITY.
 KF0263'ABOUT 8.85 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0263'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0263'CITY, ON THE TOP OF THE HIGHEST POINT OF A CUT THAT IS ABOUT 125
 KF0263'YARDS LONG AND ABOUT 12 FEET HIGH, 105 FEET NORTH OF THE CENTER
 KF0263'LINE OF THE NORTH LANES OF THE HIGHWAY, 85.6 FEET EAST OF A METAL
 KF0263'BRACE POLE IN A FENCE, .5 FEET SOUTH OF A METAL WITNESS POST AND
 KF0263'THE FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KF0263'0.1 FOOT.  SEC 30, T11S, R7E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0961 ***********************************************************************
 HG0961  DESIGNATION -  FORD
 HG0961  PID         -  HG0961
 HG0961  STATE/COUNTY-  KS/KIOWA
 HG0961  USGS QUAD   -  TURKEY CREEK (1979)
 HG0961
 HG0961                         *CURRENT SURVEY CONTROL
 HG0961  ___________________________________________________________________
 HG0961* NAD 83(1997)-  37 28 18.01429(N)    099 31 12.83410(W)     ADJUSTED  
 HG0961* NAVD 88     -       724.     (meters)    2375.     (feet)  SCALED    
 HG0961  ___________________________________________________________________
 HG0961  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 HG0961  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 HG0961
 HG0961  HORZ ORDER  -  THIRD
 HG0961
 HG0961.The horizontal coordinates were established by classical geodetic methods
 HG0961.and adjusted by the National Geodetic Survey in October 1998..
 HG0961
 HG0961.The orthometric height was scaled from a topographic map.
 HG0961
 HG0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0961
 HG0961.The geoid height was determined by GEOID03.
 HG0961
 HG0961;                    North         East     Units Scale Factor Converg.
 HG0961;SPC KS S     -   489,836.958   309,756.355   MT  0.99996602   -0 37 37.1
 HG0961;UTM  14      - 4,147,325.468   453,999.150   MT  0.99962606   -0 18 59.4
 HG0961
 HG0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0961!SPC KS S     -   0.99989057  x   0.99996602  =   0.99985659
 HG0961!UTM  14      -   0.99989057  x   0.99962606  =   0.99951667
 HG0961
 HG0961|---------------------------------------------------------------------|
 HG0961| PID    Reference Object                     Distance      Geod. Az  |
 HG0961|                                                           dddmmss.s |
 HG0961| CK8730 FORD RM 1                            45.546 METERS 17911     |
 HG0961| CK8729 FORD AZ MK                                         1793628.0 |
 HG0961| CK8731 FORD RM 2                            14.746 METERS 26711     |
 HG0961|---------------------------------------------------------------------|
 HG0961
 HG0961                          SUPERSEDED SURVEY CONTROL
 HG0961
 HG0961  NAD 83(1997)-  37 28 18.02182(N)    099 31 12.83390(W) AD(       ) 3
 HG0961  NAD 83(1986)-  37 28 18.01650(N)    099 31 12.83029(W) AD(       ) 3
 HG0961  NAD 27      -  37 28 17.94094(N)    099 31 11.39895(W) AD(       ) 3
 HG0961
 HG0961.Superseded values are not recommended for survey control.
 HG0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0961.See file dsdata.txt to determine how the superseded data were derived.
 HG0961
 HG0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5399947325(NAD 83)
 HG0961_MARKER: DS = TRIANGULATION STATION DISK
 HG0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0961
 HG0961  HISTORY     - Date     Condition        Report By
 HG0961  HISTORY     - 1964     MONUMENTED       CGS
 HG0961
 HG0961                          STATION DESCRIPTION
 HG0961
 HG0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0961'THE STATION IS LOCATED 8 MILES SOUTH OF MULLINVILLE, 8 MILES
 HG0961'SOUTHEAST OF BUCKLIN, ON THE WEST SIDE OF A NORTH-SOUTH GRAVELED
 HG0961'ROAD, IN THE SOUTHEAST CORNER OF SECTION 32, T 29 S, R 20 W, ON
 HG0961'PROPERTY OWNED BY MR. EARL COPELAND.
 HG0961'
 HG0961'TO REACH THE STATION FROM THE POST OFFICE IN MULLINVILLE, GO SOUTH ON
 HG0961'A GRAVELED ROAD FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY 54.
 HG0961'TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY 54 FOR 2.5 MILES TO A
 HG0961'CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 5.3
 HG0961'MILES TO A T-ROAD.  TURN LEFT AND GO EAST AND SOUTH ON A GRAVELED
 HG0961'ROAD FOR 1.8 MILES TO THE STATION ON THE RIGHT AT AN EAST-WEST
 HG0961'FENCE.
 HG0961'
 HG0961'THE STATION MARKS ARE STANDARD DISK STAMPED FORD 1964.  THE SURFACE
 HG0961'DISK IS SET IN THE 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 HG0961'INCHES.  IT IS 22 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 4
 HG0961'FEET NORTHWEST OF A METAL WITNESS POST AND 3.5 FEET NORTH OF AN
 HG0961'EAST-WEST FENCE.
 HG0961'
 HG0961'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FORD NO 1 1964, IS SET
 HG0961'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 HG0961'INCHES.  IT IS 25 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 2
 HG0961'FEET NORTH OF A POWER POLE.
 HG0961'
 HG0961'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FORD NO 2 1964, IS SET
 HG0961'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 HG0961'INCHES.  IT IS 51 FEET WEST OF THE METAL WITNESS POST, SET IN THE
 HG0961'EAST-WEST FENCE.
 HG0961'
 HG0961'THE AZIMUTH MARK, A STANDARD DISK STAMPED FORD 1964, IS SET IN THE
 HG0961'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 HG0961'IS 23 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET NORTH OF
 HG0961'A POWER POLE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 HG0961'
 HG0961'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 HG0961'ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 HG0961'
 HG0961'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2094 ***********************************************************************
 JE2094  DESIGNATION -  FORD 2
 JE2094  PID         -  JE2094
 JE2094  STATE/COUNTY-  KS/JOHNSON
 JE2094  USGS QUAD   -  LENEXA (1991)
 JE2094
 JE2094                         *CURRENT SURVEY CONTROL
 JE2094  ___________________________________________________________________
 JE2094* NAD 83(1986)-  38 56 22.     (N)    094 44 52.     (W)     SCALED    
 JE2094* NAVD 88     -       330.07   (meters)    1082.9    (feet)  RESET     
 JE2094  ___________________________________________________________________
 JE2094  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE2094
 JE2094  VERT ORDER  -  THIRD
 JE2094
 JE2094.The horizontal coordinates were scaled from a topographic map and have
 JE2094.an estimated accuracy of +/- 6 seconds.
 JE2094
 JE2094.The orthometric height was computed from unverified reset data.
 JE2094
 JE2094.The geoid height was determined by GEOID03.
 JE2094
 JE2094;                    North         East    Units  Estimated Accuracy
 JE2094;SPC KS N     -    72,350.      681,900.      MT  (+/- 180 meters Scaled)
 JE2094
 JE2094                          SUPERSEDED SURVEY CONTROL
 JE2094
 JE2094.No superseded survey control is available for this station.
 JE2094
 JE2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD485115(NAD 83)
 JE2094_MARKER: DS = TRIANGULATION STATION DISK
 JE2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2094_SP_SET: CONCRETE POST
 JE2094_STAMPING: FORD 2 1983
 JE2094_MARK LOGO: NGS   
 JE2094_PROJECTION: FLUSH
 JE2094_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2094+STABILITY: SURFACE MOTION
 JE2094
 JE2094  HISTORY     - Date     Condition        Report By
 JE2094  HISTORY     - 1983     MONUMENTED       NGS
 JE2094  HISTORY     - 19830830 GOOD             NGS
 JE2094
 JE2094                          STATION DESCRIPTION
 JE2094
 JE2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JE2094'0.32 KM (0.20 MI) WEST ALONG INTERSTATE HIGHWAY 435 FROM THE
 JE2094'JUNCTION WITH INTERSTATE HIGHWAY 35 IN LENEXA, THE SOUTHEAST CORNER
 JE2094'OF THE WEST BOUND INTERSTATE HIGHWAY 435 OVERPASS BRIDGE OVER TWO
 JE2094'TRACKS OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND SANTA FE
 JE2094'TRAIL DRIVE, 12.7 M (42.2 FT) EAST OF THE NORTHEAST CORNER OF BRIDGE,
 JE2094'21.7 M (71.2 FT) NORTH OF THE SOUTHEAST CORNER OF BRIDGE, 1.31 M
 JE2094'(4.3 FT) NORTHWEST OF A WITNESS POST, 1.08 M (3.55 FT) NORTH OF A
 JE2094'METAL GUARD RAIL, IN TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 JE2094'GROUND,  AND 0.3 M (1.0 FT) LOWER THAN THE HIGHWAY SURFACE.
 JE2094
 JE2094                          STATION RECOVERY (1983)
 JE2094
 JE2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JE2094'THE STATION IS LOATED AT LENEXA, 0.33 KM (0.20 MI) WEST OF THE
 JE2094'JUNCTION OF INTERSTATE HIGHWAYS 35 AND 437, AT THE EAST END OF THE
 JE2094'INTERSTATE HIGHWAY 435 WESTBOUND OVERPASS BRIDGE OVER 2 TRACKS OF THE
 JE2094'SANTA FE RAILROAD AND SANTA FE TRAIL DRIVE AND ON THE NORTH
 JE2094'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 435.  THE STATION IS A STANDARD NGS
 JE2094'DISK STAMPED,---FORD 2 1983---, SET INTO THE TOP OF A ROUND CONCRETE
 JE2094'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH THE GROUND.  THE
 JE2094'STATION IS LOCATED 12.86 METERS (42.19 FT) EAST SOUTHEAST FROM THE
 JE2094'NORTHEAST END OF THE WEST-BOUND BRIDGE, 1.31 METERS (4.30 FT)
 JE2094'NORTHWEST FROM A WITNESS POST, 1.08 METERS (3.54 FT) NORTHEAST FROM
 JE2094'THE NORTH EDGE OF THE CONCRETE PAVEMENT, 1.08 METERS (3.54 FT)
 JE2094'NORTHEAST FROM THE GUARDRAIL, 21.58 METERS (70.80 FT) NORTHEAST FROM
 JE2094'THE SOUTHEAST CORNER OF THE BRIDGE.  REFERENCE MARK 4, IS A STANDARD
 JE2094'NGS DISK STAMPED,---FORD 2 NO 4 1983---, CEMENTED INTO A DRILLED HOLE
 JE2094'IN THE TOP OF THE SOUTHEAST ABUTMENT AND GUARDRAIL OF WESTBOUND BRIDGE
 JE2094'OF THE HIGHWAY OVER THE RAILROAD TRACKS AND SANTA FE TRAIL DRIVE.  THE
 JE2094'STATION IS LOCATED 1.1 METERS (3.6 FT) HIGHER THAN THE STATION.
 JE2094'REFERENCE MARK5, IS A STANDARD NGS DISK STAMPED,---FORD 2 NO 5
 JE2094'1983---, CEMENTED INTO A DRILLED HOLE IN THE TOP OF THE NORTHEAST
 JE2094'ABUTMENT AND GUARDRAIL OF THE WESTBOUND BRIDGE OF THE HIGHWAY OVER THE
 JE2094'RAILROAD TRACKS AND SANTA FE TRAIL DRIVE.  THE STATION IS LOCATED 1.0
 JE2094'METERS (3.3 FT) HIGHER THAN THE STATION.  AZIMUTH MARK 1, IS A
 JE2094'STANDARD NGS DISK STAMPED,---FORD 2 1983---, CEMENTED INTO A DRILLED
 JE2094'HOLE IN THE SOUTHEAST CORNER OF A CONCRETE STORM DRAIN AT THE MAIN
 JE2094'BUILDING OF THE FORD MOTOR COMPANY PARTS AND SERVICE DIVISION AT 1400
 JE2094'MARSHALL DRIVE, LENEXA, KA.  IT IS NEAR THE WEST ENTRANCE--OF
 JE2094'THE--L--SHAPED BUILDING.  THE STATION IS LOCATED 26.00 METERS (85.30
 JE2094'FT) WEST FROM THE WEST WALL OF THE BUILDING, 10.00 METERS (32.81 FT)
 JE2094'SOUTH FROM THE CENTERLINE OF A SMALL PARKING LOT AT THE ENTRANCE, 9.57
 JE2094'METERS (31.40 FT) NORTHWEST FROM THE NW CORNER OF THE BUILDING THAT IS
 JE2094'AT THE ENTRANCE, 1.37 METERS (4.49 FT) EAST FROM THE EAST CURB OF A
 JE2094'PAVED DRIVE.  THE SURFACE STATION MARK AND REFERENCE MARKS 4 AND 5 ARE
 JE2094'BENCH MARKS. THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED
 JE2094'ELECTRONICALLY DUE TO HEAVY TRAFFIC AND DIFFERENCES IN ELEVATIONS.
 JE2094'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 JE2094'HEAVY TRAFFIC AND NOT BEING ABLE TO CENTER THE EDM OVER EITHER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2095 ***********************************************************************
 JE2095  DESIGNATION -  FORD 2 RM 4
 JE2095  PID         -  JE2095
 JE2095  STATE/COUNTY-  KS/JOHNSON
 JE2095  USGS QUAD   -  LENEXA (1991)
 JE2095
 JE2095                         *CURRENT SURVEY CONTROL
 JE2095  ___________________________________________________________________
 JE2095* NAD 83(1986)-  38 56 22.     (N)    094 44 52.     (W)     SCALED    
 JE2095* NAVD 88     -       331.15   (meters)    1086.4    (feet)  RESET     
 JE2095  ___________________________________________________________________
 JE2095  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE2095
 JE2095  VERT ORDER  -  THIRD
 JE2095
 JE2095.The horizontal coordinates were scaled from a topographic map and have
 JE2095.an estimated accuracy of +/- 6 seconds.
 JE2095
 JE2095.The orthometric height was computed from unverified reset data.
 JE2095
 JE2095.The geoid height was determined by GEOID03.
 JE2095
 JE2095;                    North         East    Units  Estimated Accuracy
 JE2095;SPC KS N     -    72,350.      681,900.      MT  (+/- 180 meters Scaled)
 JE2095
 JE2095                          SUPERSEDED SURVEY CONTROL
 JE2095
 JE2095.No superseded survey control is available for this station.
 JE2095
 JE2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD485115(NAD 83)
 JE2095_MARKER: DR = REFERENCE MARK DISK
 JE2095_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE2095_SP_SET: BRIDGE ABUTMENT
 JE2095_STAMPING: FORD 2 NO 4 1983
 JE2095_MARK LOGO: NGS   
 JE2095_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE2095
 JE2095  HISTORY     - Date     Condition        Report By
 JE2095  HISTORY     - 1983     MONUMENTED       NGS
 JE2095
 JE2095                          STATION DESCRIPTION
 JE2095
 JE2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JE2095'ABOUT 0.32 KM (0.20 MI) WEST ALONG INTERSTATE HIGHWAY 435 FROM THE
 JE2095'JUNCTION WITH INTERSTATE HIGHWAY 35 AT LENEXA, THE SOUTHEAST CORNER
 JE2095'OF THE WEST BOUND INTERSTATE HIGHWAY 435 OVERPASS BRIDGE OVER TWO
 JE2095'TRACKS OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND SANTA FE
 JE2095'TRAIL DRIVE AND ABOUT 0.9 M (3.0 FT) HIGHER THAN THE BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2096 ***********************************************************************
 JE2096  DESIGNATION -  FORD 2 RM 5
 JE2096  PID         -  JE2096
 JE2096  STATE/COUNTY-  KS/JOHNSON
 JE2096  USGS QUAD   -  LENEXA (1991)
 JE2096
 JE2096                         *CURRENT SURVEY CONTROL
 JE2096  ___________________________________________________________________
 JE2096* NAD 83(1986)-  38 56 22.     (N)    094 44 52.     (W)     SCALED    
 JE2096* NAVD 88     -       331.03   (meters)    1086.1    (feet)  RESET     
 JE2096  ___________________________________________________________________
 JE2096  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE2096
 JE2096  VERT ORDER  -  THIRD
 JE2096
 JE2096.The horizontal coordinates were scaled from a topographic map and have
 JE2096.an estimated accuracy of +/- 6 seconds.
 JE2096
 JE2096.The orthometric height was computed from unverified reset data.
 JE2096
 JE2096.The geoid height was determined by GEOID03.
 JE2096
 JE2096;                    North         East    Units  Estimated Accuracy
 JE2096;SPC KS N     -    72,350.      681,900.      MT  (+/- 180 meters Scaled)
 JE2096
 JE2096                          SUPERSEDED SURVEY CONTROL
 JE2096
 JE2096.No superseded survey control is available for this station.
 JE2096
 JE2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD485115(NAD 83)
 JE2096_MARKER: DR = REFERENCE MARK DISK
 JE2096_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE2096_SP_SET: BRIDGE ABUTMENT
 JE2096_STAMPING: FORD 2 NO 5 1983
 JE2096_MARK LOGO: NGS   
 JE2096_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE2096
 JE2096  HISTORY     - Date     Condition        Report By
 JE2096  HISTORY     - 1983     MONUMENTED       NGS
 JE2096
 JE2096                          STATION DESCRIPTION
 JE2096
 JE2096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JE2096'ABOUT 0.32 KM (0.20 MI) WEST ALONG INTERSTATE HIGHWAY 435 FROM THE
 JE2096'JUNCTION WITH INTERSTATE HIGHWAY 35 AT LENEXA, THE NORTHEAST CORNER
 JE2096'OF WEST BOUND INTERSTATE HIGHWAY 435 OVERPASS BRIDGE OVER 2 TRACKS
 JE2096'OF THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD AND SANTA FE TRAIL
 JE2096'DRIVE AND ABOUT 0.9 M (3.0 FT) ABOVE THE BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0265 ***********************************************************************
 KF0265  DESIGNATION -  FORD AZ MK
 KF0265  PID         -  KF0265
 KF0265  STATE/COUNTY-  KS/GEARY
 KF0265  USGS QUAD   -  OGDEN (1982)
 KF0265
 KF0265                         *CURRENT SURVEY CONTROL
 KF0265  ___________________________________________________________________
 KF0265* NAD 83(1986)-  39 03 56.     (N)    096 40 59.     (W)     SCALED    
 KF0265* NAVD 88     -       406.646  (meters)    1334.14   (feet)  ADJUSTED  
 KF0265  ___________________________________________________________________
 KF0265  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 KF0265  DYNAMIC HT  -         406.368 (meters)    1333.23  (feet)  COMP
 KF0265  MODELED GRAV-     979,932.6   (mgal)                       NAVD 88
 KF0265
 KF0265  VERT ORDER  -  SECOND    CLASS 0
 KF0265
 KF0265.The horizontal coordinates were scaled from a topographic map and have
 KF0265.an estimated accuracy of +/- 6 seconds.
 KF0265
 KF0265.The orthometric height was determined by differential leveling
 KF0265.and adjusted by the National Geodetic Survey in June 1991..
 KF0265
 KF0265.The geoid height was determined by GEOID03.
 KF0265
 KF0265.The dynamic height is computed by dividing the NAVD 88
 KF0265.geopotential number by the normal gravity value computed on the
 KF0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0265.degrees latitude (g = 980.6199 gals.).
 KF0265
 KF0265.The modeled gravity was interpolated from observed gravity values.
 KF0265
 KF0265;                    North         East    Units  Estimated Accuracy
 KF0265;SPC KS N     -    82,110.      513,970.      MT  (+/- 180 meters Scaled)
 KF0265
 KF0265                          SUPERSEDED SURVEY CONTROL
 KF0265
 KF0265  NGVD 29 (??/??/92)  406.522  (m)         1333.73   (f) ADJ UNCH    2 0
 KF0265
 KF0265.Superseded values are not recommended for survey control.
 KF0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0265.See file dsdata.txt to determine how the superseded data were derived.
 KF0265
 KF0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ004266(NAD 83)
 KF0265_MARKER: DZ = AZIMUTH MARK DISK
 KF0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0265_SP_SET: CULVERT
 KF0265_STAMPING: FORD 1970
 KF0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0265
 KF0265  HISTORY     - Date     Condition        Report By
 KF0265  HISTORY     - 1970     MONUMENTED       NGS
 KF0265
 KF0265                          STATION DESCRIPTION
 KF0265
 KF0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0265'9.2 MI E FROM JUNCTION CITY.
 KF0265'ABOUT 9.15 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0265'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0265'0.3 MILE EAST OF THE STATION MARK, ON THE EAST SLOPE OF A LONG
 KF0265'HILL, 25 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE
 KF0265'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 KF0265'HEADWALL OF AN 8-FOOT CONCRETE BOX CULVERT WHICH IS USED AS AN
 KF0265'UNDERPASS FOR CATTLE, 0.5 FOOT EAST OF THE WEST END OF THE
 KF0265'HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.  SEC 29, T 11S, R7E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1390 ***********************************************************************
 JE1390  DESIGNATION -  FORD RM 1
 JE1390  PID         -  JE1390
 JE1390  STATE/COUNTY-  KS/JOHNSON
 JE1390  USGS QUAD   -  LENEXA (1991)
 JE1390
 JE1390                         *CURRENT SURVEY CONTROL
 JE1390  ___________________________________________________________________
 JE1390* NAD 83(1986)-  38 56 22.     (N)    094 44 52.     (W)     SCALED    
 JE1390* NAVD 88     -       325.173  (meters)    1066.84   (feet)  ADJUSTED  
 JE1390  ___________________________________________________________________
 JE1390  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE1390  DYNAMIC HT  -         324.955 (meters)    1066.12  (feet)  COMP
 JE1390  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 JE1390
 JE1390  VERT ORDER  -  SECOND    CLASS 0
 JE1390
 JE1390.The horizontal coordinates were scaled from a topographic map and have
 JE1390.an estimated accuracy of +/- 6 seconds.
 JE1390
 JE1390.The orthometric height was determined by differential leveling
 JE1390.and adjusted by the National Geodetic Survey in June 1991..
 JE1390
 JE1390.The geoid height was determined by GEOID03.
 JE1390
 JE1390.The dynamic height is computed by dividing the NAVD 88
 JE1390.geopotential number by the normal gravity value computed on the
 JE1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1390.degrees latitude (g = 980.6199 gals.).
 JE1390
 JE1390.The modeled gravity was interpolated from observed gravity values.
 JE1390
 JE1390;                    North         East    Units  Estimated Accuracy
 JE1390;SPC KS N     -    72,350.      681,900.      MT  (+/- 180 meters Scaled)
 JE1390
 JE1390                          SUPERSEDED SURVEY CONTROL
 JE1390
 JE1390  NGVD 29 (??/??/92)  325.045  (m)         1066.42   (f) ADJ UNCH    2 0
 JE1390
 JE1390.Superseded values are not recommended for survey control.
 JE1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1390.See file dsdata.txt to determine how the superseded data were derived.
 JE1390
 JE1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD485115(NAD 83)
 JE1390_MARKER: DR = REFERENCE MARK DISK
 JE1390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1390_SP_SET: BASE
 JE1390_STAMPING: FORD NO 1 1974
 JE1390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1390
 JE1390  HISTORY     - Date     Condition        Report By
 JE1390  HISTORY     - 1974     MONUMENTED       NGS
 JE1390
 JE1390                          STATION DESCRIPTION
 JE1390
 JE1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1390'7.1 MI N FROM OLATHE.
 JE1390'AT THE FORD STATION SITE-- 38.26 FEET NORTHWEST OF THE STATION, 41.4
 JE1390'FEET WEST OF THE METAL WITNESS SIGN, 36.5 FEET NORTH OF THE CENTERLINE
 JE1390'OF THE WEST BOUND LANE OF I-435, AND 5.6 FEET NORTH OF A GUARD RAIL.
 JE1390'SET IN THE TOP OF THE SOUTHEAST CORNER OF CONCRETE BASE OF A LIGHT
 JE1390'POLE AND IS ABOUT 1 FOOT BELOW THE LEVEL OF I-435.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0264 ***********************************************************************
 KF0264  DESIGNATION -  FORD RM 1
 KF0264  PID         -  KF0264
 KF0264  STATE/COUNTY-  KS/GEARY
 KF0264  USGS QUAD   -  OGDEN (1982)
 KF0264
 KF0264                         *CURRENT SURVEY CONTROL
 KF0264  ___________________________________________________________________
 KF0264* NAD 83(1986)-  39 03 56.     (N)    096 41 18.     (W)     SCALED    
 KF0264* NAVD 88     -       410.298  (meters)    1346.12   (feet)  ADJUSTED  
 KF0264  ___________________________________________________________________
 KF0264  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 KF0264  DYNAMIC HT  -         410.018 (meters)    1345.20  (feet)  COMP
 KF0264  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 KF0264
 KF0264  VERT ORDER  -  SECOND    CLASS 0
 KF0264
 KF0264.The horizontal coordinates were scaled from a topographic map and have
 KF0264.an estimated accuracy of +/- 6 seconds.
 KF0264
 KF0264.The orthometric height was determined by differential leveling
 KF0264.and adjusted by the National Geodetic Survey in June 1991..
 KF0264
 KF0264.The geoid height was determined by GEOID03.
 KF0264
 KF0264.The dynamic height is computed by dividing the NAVD 88
 KF0264.geopotential number by the normal gravity value computed on the
 KF0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0264.degrees latitude (g = 980.6199 gals.).
 KF0264
 KF0264.The modeled gravity was interpolated from observed gravity values.
 KF0264
 KF0264;                    North         East    Units  Estimated Accuracy
 KF0264;SPC KS N     -    82,110.      513,510.      MT  (+/- 180 meters Scaled)
 KF0264
 KF0264                          SUPERSEDED SURVEY CONTROL
 KF0264
 KF0264  NGVD 29 (??/??/92)  410.174  (m)         1345.71   (f) ADJ UNCH    2 0
 KF0264
 KF0264.Superseded values are not recommended for survey control.
 KF0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0264.See file dsdata.txt to determine how the superseded data were derived.
 KF0264
 KF0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ999265(NAD 83)
 KF0264_MARKER: DR = REFERENCE MARK DISK
 KF0264_SETTING: 66 = SET IN ROCK OUTCROP
 KF0264_SP_SET: ROCK CUT
 KF0264_STAMPING: FORD NO 1 1970
 KF0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0264+STABILITY: POSITION/ELEVATION WELL
 KF0264
 KF0264  HISTORY     - Date     Condition        Report By
 KF0264  HISTORY     - 1970     MONUMENTED       NGS
 KF0264
 KF0264                          STATION DESCRIPTION
 KF0264
 KF0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0264'8.8 MI E FROM JUNCTION CITY.
 KF0264'ABOUT 8.85 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0264'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0264'ON THE TOP OF THE ROCK PORTION OF A 12-FOOT-HIGH, 125-YARD-LONG
 KF0264'CUT FOR THE HIGHWAY, 51 FEET NORTH OF THE CENTER LINE OF THE
 KF0264'NORTH LANES OF THE HIGHWAY, SET IN THE TOP AND ABOUT 80 FEET
 KF0264'WEST OF THE EAST END OF THE ROCK PORTION OF THE CUT, 5 FEET NORTH
 KF0264'OF THE SOUTH FACE OF THE ROCK, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 KF0264'THE HIGHWAY.  SEC 30, T11S, R7E NOTE-- 75.50 FEET SOUTHEAST OF
 KF0264'THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1388 ***********************************************************************
 JE1388  DESIGNATION -  FORD RM 2
 JE1388  PID         -  JE1388
 JE1388  STATE/COUNTY-  KS/JOHNSON
 JE1388  USGS QUAD   -  LENEXA (1991)
 JE1388
 JE1388                         *CURRENT SURVEY CONTROL
 JE1388  ___________________________________________________________________
 JE1388* NAD 83(1986)-  38 56 22.     (N)    094 44 52.     (W)     SCALED    
 JE1388* NAVD 88     -       325.180  (meters)    1066.86   (feet)  ADJUSTED  
 JE1388  ___________________________________________________________________
 JE1388  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE1388  DYNAMIC HT  -         324.962 (meters)    1066.15  (feet)  COMP
 JE1388  MODELED GRAV-     979,948.1   (mgal)                       NAVD 88
 JE1388
 JE1388  VERT ORDER  -  SECOND    CLASS 0
 JE1388
 JE1388.The horizontal coordinates were scaled from a topographic map and have
 JE1388.an estimated accuracy of +/- 6 seconds.
 JE1388
 JE1388.The orthometric height was determined by differential leveling
 JE1388.and adjusted by the National Geodetic Survey in June 1991..
 JE1388
 JE1388.The geoid height was determined by GEOID03.
 JE1388
 JE1388.The dynamic height is computed by dividing the NAVD 88
 JE1388.geopotential number by the normal gravity value computed on the
 JE1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1388.degrees latitude (g = 980.6199 gals.).
 JE1388
 JE1388.The modeled gravity was interpolated from observed gravity values.
 JE1388
 JE1388;                    North         East    Units  Estimated Accuracy
 JE1388;SPC KS N     -    72,350.      681,900.      MT  (+/- 180 meters Scaled)
 JE1388
 JE1388                          SUPERSEDED SURVEY CONTROL
 JE1388
 JE1388  NGVD 29 (??/??/92)  325.053  (m)         1066.44   (f) ADJ UNCH    2 0
 JE1388
 JE1388.Superseded values are not recommended for survey control.
 JE1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1388.See file dsdata.txt to determine how the superseded data were derived.
 JE1388
 JE1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD485115(NAD 83)
 JE1388_MARKER: DR = REFERENCE MARK DISK
 JE1388_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1388_SP_SET: OVERPASS
 JE1388_STAMPING: FORD NO 2 1974
 JE1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1388
 JE1388  HISTORY     - Date     Condition        Report By
 JE1388  HISTORY     - 1974     MONUMENTED       NGS
 JE1388
 JE1388                          STATION DESCRIPTION
 JE1388
 JE1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1388'7.1 MI N FROM OLATHE.
 JE1388'AT THE FORD STATION SITE-- 54.74 FEET SOUTH-SOUTHWEST OF THE STATION,
 JE1388'19.5 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND LANE OF I-435, AND
 JE1388'5 FEET EAST OF THE WEST END OF GUARD RAIL.  SET IN THE TOP OF THE
 JE1388'SOUTHWEST CORNER OF THE NORTH ONE OF TWO OVERPASSES OVER I35, AND IS
 JE1388'ABOUT 1 FOOT ABOVE THE LEVEL OF I-435.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0262 ***********************************************************************
 KF0262  DESIGNATION -  FORD RM 2
 KF0262  PID         -  KF0262
 KF0262  STATE/COUNTY-  KS/GEARY
 KF0262  USGS QUAD   -  OGDEN (1982)
 KF0262
 KF0262                         *CURRENT SURVEY CONTROL
 KF0262  ___________________________________________________________________
 KF0262* NAD 83(1986)-  39 03 56.     (N)    096 41 18.     (W)     SCALED    
 KF0262* NAVD 88     -       410.268  (meters)    1346.02   (feet)  ADJUSTED  
 KF0262  ___________________________________________________________________
 KF0262  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 KF0262  DYNAMIC HT  -         409.988 (meters)    1345.10  (feet)  COMP
 KF0262  MODELED GRAV-     979,933.1   (mgal)                       NAVD 88
 KF0262
 KF0262  VERT ORDER  -  SECOND    CLASS 0
 KF0262
 KF0262.The horizontal coordinates were scaled from a topographic map and have
 KF0262.an estimated accuracy of +/- 6 seconds.
 KF0262
 KF0262.The orthometric height was determined by differential leveling
 KF0262.and adjusted by the National Geodetic Survey in June 1991..
 KF0262
 KF0262.The geoid height was determined by GEOID03.
 KF0262
 KF0262.The dynamic height is computed by dividing the NAVD 88
 KF0262.geopotential number by the normal gravity value computed on the
 KF0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0262.degrees latitude (g = 980.6199 gals.).
 KF0262
 KF0262.The modeled gravity was interpolated from observed gravity values.
 KF0262
 KF0262;                    North         East    Units  Estimated Accuracy
 KF0262;SPC KS N     -    82,110.      513,510.      MT  (+/- 180 meters Scaled)
 KF0262
 KF0262                          SUPERSEDED SURVEY CONTROL
 KF0262
 KF0262  NGVD 29 (??/??/92)  410.144  (m)         1345.61   (f) ADJ UNCH    2 0
 KF0262
 KF0262.Superseded values are not recommended for survey control.
 KF0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0262.See file dsdata.txt to determine how the superseded data were derived.
 KF0262
 KF0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ999265(NAD 83)
 KF0262_MARKER: DR = REFERENCE MARK DISK
 KF0262_SETTING: 66 = SET IN ROCK OUTCROP
 KF0262_SP_SET: ROCK CUT
 KF0262_STAMPING: FORD NO 2 1970
 KF0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0262+STABILITY: POSITION/ELEVATION WELL
 KF0262
 KF0262  HISTORY     - Date     Condition        Report By
 KF0262  HISTORY     - 1970     MONUMENTED       NGS
 KF0262
 KF0262                          STATION DESCRIPTION
 KF0262
 KF0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0262'8.8 MI E FROM JUNCTION CITY.
 KF0262'ABOUT 8.85 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0262'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0262'ON THE TOP OF THE 4-FOOT HIGH ROCK PORTION OF A 12-FOOT HIGH,
 KF0262'125-YARD-LONG CUT FOR THE HIGHWAY, 58 FEET NORTH OF THE CENTER
 KF0262'LINE OF THE NORTH LANES OF THE HIGHWAY, SET IN THE TOP OF THE
 KF0262'WEST END OF THE ROCK PORTION OF THE CUT, 56.5 FEET SOUTHEAST OF
 KF0262'A METAL BRACE POLE IN A FENCE, 59.70 FEET SOUTHWEST OF THE
 KF0262'STATION MARK, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KF0262'SEC 30, T11S, R7E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2000 ***********************************************************************
 JE2000  DESIGNATION -  FORD RM 3
 JE2000  PID         -  JE2000
 JE2000  STATE/COUNTY-  KS/JOHNSON
 JE2000  USGS QUAD   -  LENEXA (1991)
 JE2000
 JE2000                         *CURRENT SURVEY CONTROL
 JE2000  ___________________________________________________________________
 JE2000* NAD 83(1997)-  38 56 11.13291(N)    094 44 32.68259(W)     ADJUSTED  
 JE2000* NAVD 88     -       321.2    (meters)    1054.     (feet)  VERTCON   
 JE2000  ___________________________________________________________________
 JE2000  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 JE2000  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 JE2000
 JE2000  HORZ ORDER  -  SECOND
 JE2000
 JE2000.The horizontal coordinates were established by classical geodetic methods
 JE2000.and adjusted by the National Geodetic Survey in October 1998..
 JE2000
 JE2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE2000
 JE2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2000
 JE2000.The geoid height was determined by GEOID03.
 JE2000
 JE2000;                    North         East     Units Scale Factor Converg.
 JE2000;SPC KS N     -    72,029.234   682,376.627   MT  0.99997181   +2 03 40.0
 JE2000;UTM  15      - 4,311,165.098   348,981.635   MT  0.99988084   -1 05 42.9
 JE2000
 JE2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2000!SPC KS N     -   0.99995466  x   0.99997181  =   0.99992647
 JE2000!UTM  15      -   0.99995466  x   0.99988084  =   0.99983550
 JE2000
 JE2000:                Primary Azimuth Mark                     Grid Az
 JE2000:SPC KS N     -  LENEXA OLD MUNICIPAL TANK                001 40 33.3
 JE2000:UTM  15      -  LENEXA OLD MUNICIPAL TANK                004 49 56.2
 JE2000
 JE2000|---------------------------------------------------------------------|
 JE2000| PID    Reference Object                     Distance      Geod. Az  |
 JE2000|                                                           dddmmss.s |
 JE2000| JE2004 LENEXA OLD MUNICIPAL TANK           APPROX. 2.9 KM 0034413.3 |
 JE2000| JE1995 LENEXA NEW MUN TANK                 APPROX. 3.2 KM 0225813.2 |
 JE2000| JE2030 LENEXA IND ESTATES TANK             APPROX. 1.9 KM 2403415.7 |
 JE2000| JE1389 FORD                                APPROX. 0.6 KM 3063854.9 |
 JE2000|---------------------------------------------------------------------|
 JE2000
 JE2000                          SUPERSEDED SURVEY CONTROL
 JE2000
 JE2000  NAD 83(1986)-  38 56 11.14008(N)    094 44 32.68097(W) AD(       ) 2
 JE2000  NAD 27      -  38 56 11.11648(N)    094 44 31.82374(W) AD(       ) 2
 JE2000  NGVD 29 (07/19/86)  321.1    (m)         1053.     (f) VERT ANG       
 JE2000
 JE2000.Superseded values are not recommended for survey control.
 JE2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2000.See file dsdata.txt to determine how the superseded data were derived.
 JE2000
 JE2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4898211165(NAD 83)
 JE2000_MARKER: DR = REFERENCE MARK DISK
 JE2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2000_MARK LOGO: NGS   
 JE2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2000+STABILITY: SURFACE MOTION
 JE2000
 JE2000  HISTORY     - Date     Condition        Report By
 JE2000  HISTORY     - 1974     MONUMENTED       NGS
 JE2000  HISTORY     - 19830615 GOOD             NGS
 JE2000
 JE2000                          STATION DESCRIPTION
 JE2000
 JE2000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JE2000'THE STATION WAS RECOVERED IN GOOD CONDITION.  HOWEVER, IMPROVEMENTS TO
 JE2000'INTERSTATE HIGHWAY 435 WILL CAUSE THE DESTRUCTION OF THE STATION IN
 JE2000'THE IMMEDIATE FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1156 ***********************************************************************
 KE1156  DESIGNATION -  FOREST
 KE1156  PID         -  KE1156
 KE1156  STATE/COUNTY-  KS/WYANDOTTE
 KE1156  USGS QUAD   -  SHAWNEE (1991)
 KE1156
 KE1156                         *CURRENT SURVEY CONTROL
 KE1156  ___________________________________________________________________
 KE1156* NAD 83(1997)-  39 03 07.83407(N)    094 38 11.18716(W)     ADJUSTED  
 KE1156* NAVD 88     -       271.9    (meters)     892.     (feet)  VERTCON   
 KE1156  ___________________________________________________________________
 KE1156  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 KE1156  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE1156
 KE1156  HORZ ORDER  -  SECOND
 KE1156
 KE1156.The horizontal coordinates were established by classical geodetic methods
 KE1156.and adjusted by the National Geodetic Survey in October 1998..
 KE1156
 KE1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1156
 KE1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1156
 KE1156.The geoid height was determined by GEOID03.
 KE1156
 KE1156;                    North         East     Units Scale Factor Converg.
 KE1156;SPC KS N     -    85,205.830   691,081.148   MT  0.99996282   +2 07 41.4
 KE1156;UTM  15      - 4,323,840.866   358,397.832   MT  0.99984690   -1 01 52.2
 KE1156
 KE1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1156!SPC KS N     -   0.99996243  x   0.99996282  =   0.99992525
 KE1156!UTM  15      -   0.99996243  x   0.99984690  =   0.99980933
 KE1156
 KE1156:                Primary Azimuth Mark                     Grid Az
 KE1156:SPC KS N     -  KANSAS CITY NOAA RADAR DOME              037 49 46.5
 KE1156:UTM  15      -  KANSAS CITY NOAA RADAR DOME              040 59 20.1
 KE1156
 KE1156|---------------------------------------------------------------------|
 KE1156| PID    Reference Object                     Distance      Geod. Az  |
 KE1156|                                                           dddmmss.s |
 KE1156| KE1485 KANSAS CITY NOAA RADAR DOME         APPROX. 7.4 KM 0395727.9 |
 KE1156| KE1459 KANSAS CITY LIBERTY MEM MON         APPROX. 5.4 KM 0534248.1 |
 KE1156| KE1488 KANSAS CITY TV STA WDAF MAST        APPROX. 4.2 KM 0565914.1 |
 KE1156| CL6535 FOREST RM 1                           8.059 METERS 15217     |
 KE1156| CL6536 FOREST RM 2                           7.559 METERS 21133     |
 KE1156| KE1148 KANSAS CITY LAWRENCE STREET MUN TAN APPROX. 1.8 KM 3432820.1 |
 KE1156|---------------------------------------------------------------------|
 KE1156
 KE1156                          SUPERSEDED SURVEY CONTROL
 KE1156
 KE1156  NAD 83(1986)-  39 03 07.84071(N)    094 38 11.18315(W) AD(       ) 2
 KE1156  NAD 27      -  39 03 07.82213(N)    094 38 10.33525(W) AD(       ) 2
 KE1156  NGVD 29 (07/19/86)  271.8    (m)          892.     (f) VERT ANG       
 KE1156
 KE1156.Superseded values are not recommended for survey control.
 KE1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1156.See file dsdata.txt to determine how the superseded data were derived.
 KE1156
 KE1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5839823841(NAD 83)
 KE1156_MARKER: DS = TRIANGULATION STATION DISK
 KE1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1156
 KE1156  HISTORY     - Date     Condition        Report By
 KE1156  HISTORY     - 1974     MONUMENTED       NGS
 KE1156  HISTORY     - 1982     GOOD             KSDT
 KE1156
 KE1156                          STATION DESCRIPTION
 KE1156
 KE1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 KE1156'THE STATION IS IN THE SOUTHEAST PART OF KANSAS CITY, KANSAS, ON A
 KE1156'HIGH CUTBANK OVERLOOKING INTERSTATE HIGHWAY 35, ON HIGHWAY
 KE1156'RIGHT-OF-WAY AND IN THE EAST CENTER OF SEC. 33, T 11 S, R 25 E.
 KE1156'
 KE1156'TO REACH THE STATION FROM THE JUNCTION OF COUNTY LINE ROAD AND
 KE1156'MISSION ROAD (47TH STREET) IN THE SOUTHEAST PART OF KANSAS CITY
 KE1156'KANSAS, GO WEST ON COUNTY LINE ROAD FOR 0.65 MILE TO THE JUNCTION
 KE1156'WITH 9TH STREET PLACE.  TURN RIGHT AND GO NORTH ON 9TH STREET
 KE1156'PLACE FOR 0.25 MILE TO A STOP SIGN AT A CROSS STREET.  TURN LEFT
 KE1156'AND GO WEST FOR 0.1 MILE TO THE JUNCTION WITH 10TH STREET.  TURN
 KE1156'RIGHT AND GO NORTH ON 10TH STREET FOR 0.1 MILE TO THE ENTRANCE TO
 KE1156'THE FOREST LAWN APARTMENTS.  TURN LEFT, THEN RIGHT AND GO NORTH
 KE1156'PASSING THE OFFICE FOR 0.05 MILE TO THE MAINTANCE SHOP ON THE
 KE1156'RIGHT.  CONTINUE NORTH FOR ABOUT 100 FEET TO A CABLE CROSSING A
 KE1156'BLACKTOP ROAD.  PASS THROUGH GATE AND CONTINUE NORTH ON NARROW
 KE1156'BLACKTOP ROAD, DOWNHILL FOR 0.05 MILE TO A TENNIS COURT ON THE LEFT.
 KE1156'CONTINUE NORTH AND NORTHWEST ON THE BLACKTOP ROAD FOR 0.05
 KE1156'MILE TO A CURVE IN THE ROAD AND THE STATION ON THE RIGHT.
 KE1156'
 KE1156'STATION MARKS ARE STANDARD DISKS, STAMPED FOREST 1974.  THE SURFACE
 KE1156'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 KE1156'THAT IS FLUSH WITH THE GROUND.  IT IS 126.0 FEET NORTHEAST OF THE
 KE1156'CENTER OF THE BLACKTOP ROAD AT A CURVE, 62.6 NORTH OF A 16 INCH
 KE1156'OAK TREE, 12.0 FEET SOUTH OF THE EDGE OF A CUTBANK AND 3.8 FEET
 KE1156'SOUTH-SOUTHEAST OF A WITNESS POST.  THE UNDERGROUND DISK IS
 KE1156'SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND
 KE1156'SURFACE.
 KE1156'
 KE1156'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOREST NO 1 1974,
 KE1156'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE
 KE1156'GROUND.  IT IS 102.0 FEET NORTHEAST OF THE CENTER OF THE BLACKTOP
 KE1156'ROAD AT THE CURVE IN THE ROAD, 37.0 FEET NORTH OF THE 16 INCH OAK
 KE1156'TREE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 KE1156'
 KE1156'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOREST NO 2 1974,
 KE1156'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE
 KE1156'GROUND.  IT IS 96.6 FEET NORTHEAST OF THE CENTER OF THE BLACKTOP
 KE1156'ROAD AT THE CURVE IN THE ROAD, 92.0 FEET NORTHEAST OF THE EDGE OF
 KE1156'THE CUTBANK, 51.0 FEET NORTH-NORTHWEST OF THE 16 INCH OAK TREE AND
 KE1156'ABOUT 1 FOOT HIGHER THAN THE STATION.
 KE1156'
 KE1156'NOTE--THERE WAS NO SUITABLE LOCATION FOR A REFERENCE MARK 3.
 KE1156'
 KE1156'NEAREST TOWN--IN KANSAS CITY.
 KE1156'
 KE1156'HEIGHT OF LIGHT ABOVE STATION MARK 1.68 METERS.
 KE1156
 KE1156                          STATION RECOVERY (1982)
 KE1156
 KE1156'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982 (JHB)
 KE1156'FOREST 1974 RECOVERED GOOD.
 KE1156'
 KE1156'NOTE--MOKAN NOT VISIBLE FROM FOREST DUE TO TREES ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0664 ***********************************************************************
 JH0664  DESIGNATION -  FORESTER
 JH0664  PID         -  JH0664
 JH0664  STATE/COUNTY-  KS/NESS
 JH0664  USGS QUAD   -  UTICA SW (1965)
 JH0664
 JH0664                         *CURRENT SURVEY CONTROL
 JH0664  ___________________________________________________________________
 JH0664* NAD 83(1997)-  38 34 34.16320(N)    100 07 34.42324(W)     ADJUSTED  
 JH0664* NAVD 88     -       791.     (meters)    2595.     (feet)  SCALED    
 JH0664  ___________________________________________________________________
 JH0664  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JH0664  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 JH0664
 JH0664  HORZ ORDER  -  SECOND
 JH0664
 JH0664.The horizontal coordinates were established by classical geodetic methods
 JH0664.and adjusted by the National Geodetic Survey in October 1998..
 JH0664
 JH0664.The orthometric height was scaled from a topographic map.
 JH0664
 JH0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0664
 JH0664.The geoid height was determined by GEOID03.
 JH0664
 JH0664;                    North         East     Units Scale Factor Converg.
 JH0664;SPC KS S     -   613,167.841   258,295.986   MT  1.00000189   -0 59 57.7
 JH0664;SPC KS N     -    29,131.185   214,730.922   MT  1.00002565   -1 20 43.1
 JH0664;UTM  14      - 4,270,345.177   401,897.324   MT  0.99971852   -0 42 08.4
 JH0664
 JH0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0664!SPC KS S     -   0.99987988  x   1.00000189  =   0.99988177
 JH0664!SPC KS N     -   0.99987988  x   1.00002565  =   0.99990553
 JH0664!UTM  14      -   0.99987988  x   0.99971852  =   0.99959844
 JH0664
 JH0664:                Primary Azimuth Mark                     Grid Az
 JH0664:SPC KS S     -  ARNOLD ELEVATOR CO ELEVATOR              044 57 20.5
 JH0664:SPC KS N     -  ARNOLD ELEVATOR CO ELEVATOR              045 18 05.9
 JH0664:UTM  14      -  ARNOLD ELEVATOR CO ELEVATOR              044 39 31.2
 JH0664
 JH0664|---------------------------------------------------------------------|
 JH0664| PID    Reference Object                     Distance      Geod. Az  |
 JH0664|                                                           dddmmss.s |
 JH0664| JH0662 ARNOLD ELEVATOR CO ELEVATOR         APPROX.10.0 KM 0435722.8 |
 JH0664| CK9625 FORESTER RM 1                        16.938 METERS 12408     |
 JH0664| CK9626 FORESTER RM 2                        18.935 METERS 22611     |
 JH0664| JH0665 UTICA MUNICIPAL WATER TANK          APPROX. 8.5 KM 3361420.0 |
 JH0664| CK9624 FORESTER AZ MK                                     3441329.2 |
 JH0664|---------------------------------------------------------------------|
 JH0664
 JH0664                          SUPERSEDED SURVEY CONTROL
 JH0664
 JH0664  NAD 83(1986)-  38 34 34.16994(N)    100 07 34.42358(W) AD(       ) 2
 JH0664  NAD 27      -  38 34 34.11524(N)    100 07 32.95704(W) AD(       ) 2
 JH0664
 JH0664.Superseded values are not recommended for survey control.
 JH0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0664.See file dsdata.txt to determine how the superseded data were derived.
 JH0664
 JH0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH0189770345(NAD 83)
 JH0664_MARKER: DS = TRIANGULATION STATION DISK
 JH0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0664
 JH0664  HISTORY     - Date     Condition        Report By
 JH0664  HISTORY     - 1964     MONUMENTED       CGS
 JH0664
 JH0664                          STATION DESCRIPTION
 JH0664
 JH0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0664'THE STATION IS 6-1/2 MILES SOUTHWEST OF ARNOLD, 5 MILES SOUTHEAST OF
 JH0664'UTICA, ON THE HIGHEST POINT OF A LOW GRASSY COVERED HILL, IN SECTION
 JH0664'18, R 17 S, R 25 W, ON PROPERTY OWNED BY MR. W. V. STUTZ.
 JH0664'
 JH0664'TO REACH THE STATION FROM THE RAILROAD DEPOT IN UTICA, GO SOUTH ON
 JH0664'A GRAVELED ROAD FOR 0.15 MILE TO A T-ROAD AND THE JUNCTION OF STATE
 JH0664'HIGHWAY 4.  TURN LEFT AND GO EAST ON STATE HIGHWAY 4 FOR 0.55 MILE
 JH0664'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 3.9
 JH0664'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A GRADED ROAD
 JH0664'FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON A GRADED
 JH0664'ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON
 JH0664'A GRADED ROAD FOR 0.15 MILE TO A FORK IN THE ROAD.  TAKE THE
 JH0664'LEFT FORK CROSSING A CATTLE GUARD, PASSING TO THE RIGHT OF SOME OIL
 JH0664'TANKS AND GO EAST ON A TRACK ROAD FOR 0.15 MILE TO A FORK IN THE
 JH0664'ROAD.  TAKE THE LEFT FORK AND GO EASTERLY ON A TRACK ROAD FOR 0.3
 JH0664'MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 JH0664'
 JH0664'THE STATIONS MARKS ARE STANDARD DISKS STAMPED FORESTER 1964.  THE
 JH0664'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 JH0664'WHICH PROJECTS 2 INCHES.  IT IS 5 FEET NORTH OF A METAL WITNESS
 JH0664'POST.  THE UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 46 INCHES
 JH0664'BELOW THE SURFACE OF THE GROUND.
 JH0664'
 JH0664'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FORESTER NO 1 1964,
 JH0664'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 JH0664'2 INCHES.  IT IS 52.3 FEET SOUTHEAST OF THE METAL WITNESS POST.
 JH0664'
 JH0664'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FORESTER NO 2 1964,
 JH0664'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 JH0664'2 INCHES.  IT IS 59.6 FEET SOUTHWEST OF THE METAL WITNESS POST.
 JH0664'
 JH0664'THE AZIMUTH MARK, A STANDARD DISK STAMPED FORESTER 1964, IS SET IN
 JH0664'THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 JH0664'IT IS 1.9 FEET SOUTH OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST
 JH0664'OF A FENCE.
 JH0664'
 JH0664'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ACROSS THE
 JH0664'PASTURE FOR 0.45 MILE TO THE MARK.
 JH0664'
 JH0664'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 JH0664'
 JH0664'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0626 ***********************************************************************
 JH0626  DESIGNATION -  FORK
 JH0626  PID         -  JH0626
 JH0626  STATE/COUNTY-  KS/WALLACE
 JH0626  USGS QUAD   -  MIDDLE LADDER CREEK EAST (1968)
 JH0626
 JH0626                         *CURRENT SURVEY CONTROL
 JH0626  ___________________________________________________________________
 JH0626* NAD 83(1997)-  38 44 52.59743(N)    101 44 35.53838(W)     ADJUSTED  
 JH0626* NAVD 88     -      1108.     (meters)    3635.     (feet)  SCALED    
 JH0626  ___________________________________________________________________
 JH0626  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 JH0626  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 JH0626
 JH0626  HORZ ORDER  -  SECOND
 JH0626
 JH0626.The horizontal coordinates were established by classical geodetic methods
 JH0626.and adjusted by the National Geodetic Survey in October 1998..
 JH0626
 JH0626.The orthometric height was scaled from a topographic map.
 JH0626
 JH0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0626
 JH0626.The geoid height was determined by GEOID03.
 JH0626
 JH0626;                    North         East     Units Scale Factor Converg.
 JH0626;SPC KS N     -    52,750.709    74,686.545   MT  0.99999510   -2 22 06.2
 JH0626;SPC KS S     -   635,905.718   118,104.074   MT  1.00004089   -1 59 34.9
 JH0626;UTM  14      - 4,292,379.767   261,600.668   MT  1.00029992   -1 43 04.0
 JH0626
 JH0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0626!SPC KS N     -   0.99982986  x   0.99999510  =   0.99982497
 JH0626!SPC KS S     -   0.99982986  x   1.00004089  =   0.99987075
 JH0626!UTM  14      -   0.99982986  x   1.00029992  =   1.00012973
 JH0626
 JH0626|---------------------------------------------------------------------|
 JH0626| PID    Reference Object                     Distance      Geod. Az  |
 JH0626|                                                           dddmmss.s |
 JH0626| CM8108 FORK RM 2                            22.090 METERS 17353     |
 JH0626| JH0359 W 19                                               1800836.8 |
 JH0626| CM8107 FORK RM 1                            19.482 METERS 25315     |
 JH0626|---------------------------------------------------------------------|
 JH0626
 JH0626                          SUPERSEDED SURVEY CONTROL
 JH0626
 JH0626  NAD 83(1986)-  38 44 52.59764(N)    101 44 35.53776(W) AD(       ) 2
 JH0626  NAD 27      -  38 44 52.55435(N)    101 44 33.92259(W) AD(       ) 2
 JH0626
 JH0626.Superseded values are not recommended for survey control.
 JH0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0626.See file dsdata.txt to determine how the superseded data were derived.
 JH0626
 JH0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH6160192380(NAD 83)
 JH0626_MARKER: DD = SURVEY DISK
 JH0626_SETTING: 0 = UNSPECIFIED SETTING
 JH0626
 JH0626  HISTORY     - Date     Condition        Report By
 JH0626  HISTORY     - 1967     MONUMENTED       USGS
 JH0626
 JH0626                          STATION DESCRIPTION
 JH0626
 JH0626'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RRB)
 JH0626'THE STATION IS LOCATED ABOUT 19.7 MI N. AND 0.25 MI E. OF
 JH0626'TRIBUNE, T. 15 S., R. 40 W., NEAR THE QUARTE COR. BETWEEN
 JH0626'SECS. 14 AND 15.
 JH0626'
 JH0626'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS. 96 AND
 JH0626'27 NEAR TRIBUNE, GO N. ON STATE HWY. 27, 19.7 MI TO THE
 JH0626'CREST OF A HILL AND THE STATION IS ON THE RIGHT.
 JH0626'
 JH0626'STATION MARK IS 27 FT E. OF CENTER OF HWY., 309 FT E. OF
 JH0626'SE. COR. OF SMALL CONCRETE HOUSE, 0.4 MI N. OF CENTER OF
 JH0626'CROSSROADS, 1.5 FT N. OF USGS WITNESS POST, STAMPED ET FORK
 JH0626'1967.
 JH0626'
 JH0626'REFERENCE MARK NO. 1 IS W. OF STATION, 34 FT W. OF CENTER
 JH0626'OF HWY., 247 FT E. OF THE SE. COR. OF SMALL CONCRETE HOUSE,
 JH0626'STAMPED FORK NO. 1 1967.
 JH0626'
 JH0626'REFERENCE MARK NO. 2 IS S. OF STATION, 35 FT E. OF CENTER
 JH0626'OF HWY., 320 FT SE. OF THE SE. COR. OF SMALL CONCRETE HOUSE.
 JH0626'STAMPED FORK NO. 2 1967.
 JH0626'
 JH0626'AZIMUTH MARK IS LOCATED 0.4 MI S. OF STATION.  - W 19 1934
 JH0626'STANDARD USC AND GS DISK STAMPED W 19 1934 11.6 MI S. ALONG
 JH0626'STATE HWY. 27 FROM SHARON SPRINGS, WALLACE COUNTY, 49 FT NW.
 JH0626'OF THE NW. COR. OF BROADWAY SCHOOL DISTRICT NO. 5, AT A
 JH0626'RD. INTERSECTION.  60 FT S. OF THE CENTER OF THE E.-W. SEC.
 JH0626'LINE RD., 51 FT E. OF THE CENTER OF THE HWY., AND 6 FT E.
 JH0626'OF A FENCE COR., A STANDARD DISK STAMPED W 19 1934 AND SET
 JH0626'IN THE TOP OF A CONCRETE POST.  (1,108.115 METERS OR 3,635.541
 JH0626'FT)
 JH0626'
 JH0626'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JH0626'ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON 1/2 IN.
 JH0626'COPPER COATED STEEL RODS, CENTERED IN 6 IN. DIAMETER TILES 12
 JH0626'IN. LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1502 ***********************************************************************
 HF1502  DESIGNATION -  FORK 2
 HF1502  PID         -  HF1502
 HF1502  STATE/COUNTY-  KS/COWLEY
 HF1502  USGS QUAD   -  UDALL (1983)
 HF1502
 HF1502                         *CURRENT SURVEY CONTROL
 HF1502  ___________________________________________________________________
 HF1502* NAD 83(1986)-  37 24 27.     (N)    097 00 16.     (W)     SCALED    
 HF1502* NAVD 88     -       360.46   (meters)    1182.6    (feet)  RESET     
 HF1502  ___________________________________________________________________
 HF1502  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF1502
 HF1502  VERT ORDER  -  THIRD
 HF1502
 HF1502.The horizontal coordinates were scaled from a topographic map and have
 HF1502.an estimated accuracy of +/- 6 seconds.
 HF1502
 HF1502.The orthometric height was computed from unverified reset data.
 HF1502
 HF1502.The geoid height was determined by GEOID03.
 HF1502
 HF1502;                    North         East    Units  Estimated Accuracy
 HF1502;SPC KS S     -   483,280.      532,400.      MT  (+/- 180 meters Scaled)
 HF1502
 HF1502                          SUPERSEDED SURVEY CONTROL
 HF1502
 HF1502  NGVD 29 (03/09/04)  360.33   (m)         1182.2    (f) RESET       3  
 HF1502
 HF1502.Superseded values are not recommended for survey control.
 HF1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1502.See file dsdata.txt to determine how the superseded data were derived.
 HF1502
 HF1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG766419(NAD 83)
 HF1502_MARKER: DS = TRIANGULATION STATION DISK
 HF1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1502_SP_SET: CONCRETE POST
 HF1502_STAMPING: FORK 2 1984
 HF1502_MARK LOGO: NGS   
 HF1502_PROJECTION: PROJECTING 10 CENTIMETERS
 HF1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1502+STABILITY: SURFACE MOTION
 HF1502
 HF1502  HISTORY     - Date     Condition        Report By
 HF1502  HISTORY     - 1984     MONUMENTED       NGS
 HF1502  HISTORY     - 19840719 GOOD             NGS
 HF1502
 HF1502                          STATION DESCRIPTION
 HF1502
 HF1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HF1502'3.70 KM (2.30 MI) SOUTH ALONG U.S. HIGHWAY 77 FROM THE POST OFFICE AT
 HF1502'ROCK, AT A PAVED ROAD LEADING EAST, 108.0 FT (32.9 M) EAST FROM THE
 HF1502'CENTERLINE OF THE HIGHWAY, 62.0 FT (18.9 M) SOUTH FROM THE CENTERLINE
 HF1502'OF THE PAVED ROAD, 30.91 FT (9.42 M) NORTH FROM REFERENCE MARK 4,
 HF1502'29.93 FT (9.12 M) WEST-SOUTHWEST FROM REFERENCE MARK 2.
 HF1502
 HF1502                          STATION RECOVERY (1984)
 HF1502
 HF1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HF1502'THE STATION IS LOCATED ABOUT 18.5 KM (11.50 MI) NORTH OF WINFIELD,
 HF1502'10.5 KM (6.50 MI) EAST-NORTHEAST OF UDALL, 3.6 KM (2.25 MI) SOUTH OF
 HF1502'ROCK, 2.0 KM (1.25 MI) NORTH OF THE JUNCTION OF U.S HIGHWAY 77 AND
 HF1502'STATE HIGHWAY 15, ON THE EAST RIGHT-OF-WAY OF U.S HIGHWAY 77 AND ON
 HF1502'THE NORTHWEST SLOPE OF A HILL.  CONTACT THE AREA ENGINEER, DISTRICT 3,
 HF1502'KANSAS DEPARTMENT OF TRANSPORTATION, P.O.BOX 639, HIGHWAY 160 WEST,
 HF1502'WINFIELD, KANSAS 67042.  TO REACH THE STATION FROM THE POST OFFICE IN
 HF1502'ROCK, GO SOUTH ON U.S HIGHWAY 77 FOR 2.98 KM (1.85 MI) TO THE AZIMUTH
 HF1502'MARK ON THE RIGHT.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.72 KM (0.45
 HF1502'MI) TO A HOUSE AND TWO MOBILE HOMES ON THE RIGHT AND A PAVED ROAD ON
 HF1502'THE LEFT AND THE STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 HF1502'THE STATION IS A STANDARD NGS DISK STAMPED---FORK 2 1984---, SET INTO
 HF1502'THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES, (30.0 CM) IN
 HF1502'DIAMTER, PROJECTING, 4 INCHES (10 CM) ABOVE BELOW THE GROUND.  THE
 HF1502'STATION IS LOCATED 32.92 METERS (108.01 FT) EAST FROM THE CENTERLINE
 HF1502'OF THE HIGHWAY, 18.90 METERS (62.01 FT) SOUTH OF THE CENTERLINE OF THE
 HF1502'PAVED ROAD, 3.81 METERS (12.50 FT) SOUTH FROM AN EAST/WEST FENCE, 0.55
 HF1502'METERS (1.80 FT) NORTHEAST FROM A WITNESS POST, 0.55 METERS (1.80 FT)
 HF1502'SOUTHEAST FROM A WITNESS POST. REFERENCE MARK NO 3 IS A STANDARD NGS
 HF1502'DISK STAMPED--FORK 2 NO 3 1984---, SET INTO THE TOP OF A ROUND
 HF1502'CONCRETE MONUMENT, 12.0 INCHES, (30.0 CM) IN DIAMETER, PROJECTING 6
 HF1502'INCHES, (15 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 41.15 METERS
 HF1502'(135.01 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 15.24 METERS
 HF1502'(50.00 FT) SOUTH FROM THE CENTERLINE OF THE PAVED ROAD, 0.37 METERS
 HF1502'(1.21 FT) WEST FROM A WITNESS POST, 0.30 METERS (0.98 FT) NORTH FROM A
 HF1502'FENCE, AND 0.3 METERS (1.0 FT) HIGHER THAN THE STATION.  REFERENCE
 HF1502'MARK NO 4 IS A STANDARD NGS DISK STAMPED---FORK 2 NO 4 1984---, SET
 HF1502'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, (30 CM) IN
 HF1502'DIAMETER, PROJECTING 4 INCHES, (10 CM) ABOVE.  THE STATION IS LOCATED
 HF1502'32.92 METERS (108.01 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 HF1502'25.30 METERS (83.01 FT) SOUTH FROM THE CENTERLINE OF THE PAVED ROAD,
 HF1502'0.30 METERS (0.98 FT) NORTH FROM A WITNESS POST, AND 0.4 METERS (1.3
 HF1502'FT) HIGHER THAN THE STATION.  AZIMUTH MARK NO 1, IS A STANDARD NGS
 HF1502'DISK STAMPED---FORK 2 1984---, SET INTO THE TOP OF A ROUND CONCRETE
 HF1502'MONUMENT, 12 INCHES, (30 CM) IN DIAMTER, PROJECTING, 8 INCHES (20 CM)
 HF1502'ABOVE THE GROUND.  THE STATION IS LOCATED 26.7 METERS (87.6 FT) WEST
 HF1502'FROM THE CENTERLINE OF U.S HIGHWAY 77, 0.97 METERS (3.18 FT) SOUTH
 HF1502'FROM A POWERLINE POLE, 0.67 METERS (2.20 FT) NORTH FROM A WITNESS
 HF1502'POST, TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 HF1502'HIGHWAY FOR 0.72 KM (0.45 MI) TO THE CREST OF A HILL AND THE MARK ON
 HF1502'THE LEFT.  THE SURFACE STATION MARK AND REFERENCE MARKS 3 AND 4 ARE
 HF1502'BENCH MARKS ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1503 ***********************************************************************
 HF1503  DESIGNATION -  FORK 2 RM 3
 HF1503  PID         -  HF1503
 HF1503  STATE/COUNTY-  KS/COWLEY
 HF1503  USGS QUAD   -  UDALL (1983)
 HF1503
 HF1503                         *CURRENT SURVEY CONTROL
 HF1503  ___________________________________________________________________
 HF1503* NAD 83(1986)-  37 24 27.     (N)    097 00 17.     (W)     SCALED    
 HF1503* NAVD 88     -       360.75   (meters)    1183.6    (feet)  RESET     
 HF1503  ___________________________________________________________________
 HF1503  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF1503
 HF1503  VERT ORDER  -  THIRD
 HF1503
 HF1503.The horizontal coordinates were scaled from a topographic map and have
 HF1503.an estimated accuracy of +/- 6 seconds.
 HF1503
 HF1503.The orthometric height was computed from unverified reset data.
 HF1503
 HF1503.The geoid height was determined by GEOID03.
 HF1503
 HF1503;                    North         East    Units  Estimated Accuracy
 HF1503;SPC KS S     -   483,280.      532,380.      MT  (+/- 180 meters Scaled)
 HF1503
 HF1503                          SUPERSEDED SURVEY CONTROL
 HF1503
 HF1503  NGVD 29 (03/09/04)  360.62   (m)         1183.1    (f) RESET       3  
 HF1503
 HF1503.Superseded values are not recommended for survey control.
 HF1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1503.See file dsdata.txt to determine how the superseded data were derived.
 HF1503
 HF1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG765419(NAD 83)
 HF1503_MARKER: DR = REFERENCE MARK DISK
 HF1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1503_SP_SET: CONCRETE POST
 HF1503_STAMPING: FORK 2 NO 3 1984
 HF1503_MARK LOGO: NGS   
 HF1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1503+STABILITY: SURFACE MOTION
 HF1503
 HF1503  HISTORY     - Date     Condition        Report By
 HF1503  HISTORY     - 1984     MONUMENTED       NGS
 HF1503
 HF1503                          STATION DESCRIPTION
 HF1503
 HF1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HF1503'3.70 KM (2.30 MI) SOUTH ALONG U.S. HIGHWAY 77, FROM THE POST OFFICE AT
 HF1503'ROCK, AT A PAVED ROAD LEADING EAST, 135 FT (41.1 M) ) EAST FROM THE
 HF1503'CENTERLINE OF THE HIGHWAY, 50.0 FT (15.2 M) SOUTH FROM THE CENTERLINE
 HF1503'OF THE PAVED ROAD, 50.73 FT (15.46 M) NORTH-NORTHEAST FROM REFERENCE
 HF1503'MARK 4, 29.93 FT (9.12 M) EAST-NORTHEAST FROM THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1504 ***********************************************************************
 HF1504  DESIGNATION -  FORK 2 RM 4
 HF1504  PID         -  HF1504
 HF1504  STATE/COUNTY-  KS/COWLEY
 HF1504  USGS QUAD   -  UDALL (1983)
 HF1504
 HF1504                         *CURRENT SURVEY CONTROL
 HF1504  ___________________________________________________________________
 HF1504* NAD 83(1986)-  37 24 23.     (N)    097 00 17.     (W)     SCALED    
 HF1504* NAVD 88     -       360.81   (meters)    1183.8    (feet)  RESET     
 HF1504  ___________________________________________________________________
 HF1504  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF1504
 HF1504  VERT ORDER  -  THIRD
 HF1504
 HF1504.The horizontal coordinates were scaled from a topographic map and have
 HF1504.an estimated accuracy of +/- 6 seconds.
 HF1504
 HF1504.The orthometric height was computed from unverified reset data.
 HF1504
 HF1504.The geoid height was determined by GEOID03.
 HF1504
 HF1504;                    North         East    Units  Estimated Accuracy
 HF1504;SPC KS S     -   483,160.      532,380.      MT  (+/- 180 meters Scaled)
 HF1504
 HF1504                          SUPERSEDED SURVEY CONTROL
 HF1504
 HF1504  NGVD 29 (03/09/04)  360.68   (m)         1183.3    (f) RESET       3  
 HF1504
 HF1504.Superseded values are not recommended for survey control.
 HF1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1504.See file dsdata.txt to determine how the superseded data were derived.
 HF1504
 HF1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG765418(NAD 83)
 HF1504_MARKER: DR = REFERENCE MARK DISK
 HF1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1504_SP_SET: CONCRETE POST
 HF1504_STAMPING: FORK 2 NO 4 1984
 HF1504_MARK LOGO: NGS   
 HF1504_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1504+STABILITY: SURFACE MOTION
 HF1504
 HF1504  HISTORY     - Date     Condition        Report By
 HF1504  HISTORY     - 1984     MONUMENTED       NGS
 HF1504
 HF1504                          STATION DESCRIPTION
 HF1504
 HF1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HF1504'3.70 KM (2.30 MI) SOUTH ALONG U.S. HIGHWAY 77, FROM THE POST OFFICE AT
 HF1504'ROCK, AT A PAVED ROAD LEADING EAST, 108 FT (32.9 M) EAST FROM THE
 HF1504'CENTERLINE OF THE HIGHWAY, 83.0 FT (25.3 M) SOUTH FROM THE CENTERLINE
 HF1504'OF THE PAVED ROAD, 50.73 FT (15.46 M) SOUTH-SOUTHWEST FROM RM 3,
 HF1504'30.91 FT (9.42 M) SOUTH FROM THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0564 ***********************************************************************
 KG0564  DESIGNATION -  FORMOSA
 KG0564  PID         -  KG0564
 KG0564  STATE/COUNTY-  KS/JEWELL
 KG0564  USGS QUAD   -  MONTROSE (1969)
 KG0564
 KG0564                         *CURRENT SURVEY CONTROL
 KG0564  ___________________________________________________________________
 KG0564* NAD 83(1997)-  39 47 01.92311(N)    098 02 01.95048(W)     ADJUSTED  
 KG0564* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 KG0564  ___________________________________________________________________
 KG0564  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 KG0564  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 KG0564
 KG0564  HORZ ORDER  -  THIRD
 KG0564
 KG0564.The horizontal coordinates were established by classical geodetic methods
 KG0564.and adjusted by the National Geodetic Survey in October 1998..
 KG0564
 KG0564.The orthometric height was scaled from a topographic map.
 KG0564
 KG0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0564
 KG0564.The geoid height was determined by GEOID03.
 KG0564
 KG0564;                    North         East     Units Scale Factor Converg.
 KG0564;SPC KS N     -   161,032.159   397,098.172   MT  1.00000009   -0 01 17.2
 KG0564;UTM  14      - 4,404,215.416   582,728.263   MT  0.99968426   +0 37 05.7
 KG0564
 KG0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0564!SPC KS N     -   0.99992974  x   1.00000009  =   0.99992983
 KG0564!UTM  14      -   0.99992974  x   0.99968426  =   0.99961402
 KG0564
 KG0564:                Primary Azimuth Mark                     Grid Az
 KG0564:SPC KS N     -  FORMOSA AZ MK                            087 33 59.4
 KG0564:UTM  14      -  FORMOSA AZ MK                            086 55 36.5
 KG0564
 KG0564|---------------------------------------------------------------------|
 KG0564| PID    Reference Object                     Distance      Geod. Az  |
 KG0564|                                                           dddmmss.s |
 KG0564| CN9319 FORMOSA AZ MK                                      0873242.2 |
 KG0564| CN9320 FORMOSA RM 1                         13.948 METERS 09016     |
 KG0564| KF0955 FORMOSA MUNICIPAL TANK              APPROX. 3.6 KM 0963654.8 |
 KG0564| CN9322 FORMOSA RM 3                         37.323 METERS 26749     |
 KG0564| CN9321 FORMOSA RM 2                         28.908 METERS 34450     |
 KG0564|---------------------------------------------------------------------|
 KG0564
 KG0564                          SUPERSEDED SURVEY CONTROL
 KG0564
 KG0564  NAD 83(1997)-  39 47 01.92502(N)    098 02 01.95012(W) AD(       ) 3
 KG0564  NAD 83(1986)-  39 47 01.92889(N)    098 02 01.95049(W) AD(       ) 3
 KG0564  NAD 27      -  39 47 01.90000(N)    098 02 00.77600(W) AD(       ) 3
 KG0564
 KG0564.Superseded values are not recommended for survey control.
 KG0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0564.See file dsdata.txt to determine how the superseded data were derived.
 KG0564
 KG0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK8272804215(NAD 83)
 KG0564_MARKER: DS = TRIANGULATION STATION DISK
 KG0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0564
 KG0564  HISTORY     - Date     Condition        Report By
 KG0564  HISTORY     - 1950     MONUMENTED       CGS
 KG0564  HISTORY     - 1958     GOOD             CGS
 KG0564  HISTORY     - 1969     GOOD             CGS
 KG0564
 KG0564                          STATION DESCRIPTION
 KG0564
 KG0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0564'THE STATION IS LOCATED ON THE SUMMIT OF A RISE, ALONG THE
 KG0564'RIGHT-OF-WAY OF U.S. HIGHWAY 36, ABOUT 2 MILES WEST OF FORMOSA.
 KG0564'IT IS SITUATED 45 FEET SOUTH FROM THE CENTER OF THE HIGHWAY AND 5
 KG0564'FEET NORTH OF THE FENCE LINE AND A WITNESS POST.  IT IS STAMPED
 KG0564'FORMOSA 1950 AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 KG0564'GROUND.
 KG0564'
 KG0564'REFERENCE MARK NO. 1 IS 45 FEET SOUTH FROM THE CENTER OF THE
 KG0564'HIGHWAY AND 5 FEET NORTH OF THE FENCE LINE.  IT IS STAMPED FORMOSA
 KG0564'NO 1 1950 AND PROJECTS 1 INCH.
 KG0564'
 KG0564'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION, 49
 KG0564'FEET NORTH FROM THE CENTER OF THE HIGHWAY AND 7 FEET SOUTHEAST
 KG0564'OF A TELEPHONE POLE.  IT IS STAMPED FORMOSA NO 2 1950 AND
 KG0564'PROJECTS 3 INCHES.
 KG0564'
 KG0564'THE AZIMUTH MARK IS LOCATED 53 FEET NORTHEAST FROM THE CENTER
 KG0564'OF A CROSSROAD INTERSECTION, 4 FEET SOUTH OF A TELEPHONE POLE AND
 KG0564'4 FEET SOUTHWEST OF A WITNESS POST.  IT IS STAMPED FORMOSA 1950
 KG0564'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 KG0564'
 KG0564'TO REACH THE STATION FROM THE CROSSROAD, ABOUT 1/2 MILE NORTHEAST
 KG0564'FROM THE CENTER OF FORMOSA, GO WEST ON U.S. HIGHWAY 36 FOR 2.05
 KG0564'MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT- THENCE
 KG0564'CONTINUE WEST ON THE HIGHWAY FOR 0.4 MILE TO THE STATION ON
 KG0564'THE LEFT AS DESCRIBED.
 KG0564'
 KG0564'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0564
 KG0564                          STATION RECOVERY (1958)
 KG0564
 KG0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KG0564'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KG0564'IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S. HIGHWAY
 KG0564'36 WILL DESTROY REFERENCE MARK NO. 2.  IT WAS MOVED.  A COMPLETE
 KG0564'DESCRIPTION FOLLOWS.
 KG0564'
 KG0564'STATION IS LOCATED ABOUT 2 MILES WEST OF FORMOSA ON THE SUMMIT OF
 KG0564'A RISE ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY 36, 115 FEET SOUTH
 KG0564'OF THE CENTER OF NEW U.S. HIGHWAY 36, 20 FEET WEST-NORTHWEST
 KG0564'OF A TELEPHONE POLE, AND 5 FEET NORTH OF A FENCE AND WITNESS
 KG0564'POST.  THE MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND AND
 KG0564'THE DISK IS STAMPED FORMOSA 1950.
 KG0564'
 KG0564'REFERENCE MARK NO. 1 IS 45.76 FEET EAST OF THE STATION, 115 FEET
 KG0564'SOUTH OF THE CENTER OF NEW U.S. HIGHWAY 36, 26 FEET EAST-NORTHEAST
 KG0564'OF A TELEPHONE POLE, AND 5 FEET NORTH OF A FENCE.  THE MARK
 KG0564'IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 KG0564'STAMPED FORMOSA NO 1 1950.
 KG0564'
 KG0564'REFERENCE MARK NO. 3 IS 122.45 FEET WEST OF THE STATION, 120
 KG0564'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 36, 3 FEET EAST OF A
 KG0564'TELEPHONE POLE, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 6
 KG0564'INCHES AND THE DISK IS STAMPED FORMOSA NO 3 1950.
 KG0564'
 KG0564'AZIMUTH MARK IS EAST OF THE STATION, 53 FEET NORTHEAST FROM THE
 KG0564'CENTER OF A CROSSROAD INTERSECTION, 4 FEET SOUTH OF A TELEPHONE
 KG0564'POLE, AND 4 FEET SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 KG0564'4 INCHES AND THE DISK IS STAMPED FORMOSA 1950.
 KG0564'
 KG0564'TO REACH THE STATION FROM THE CROSSROAD ABOUT 1/2 MILE NORTHEAST
 KG0564'FROM THE CENTER OF THE TOWN OF FORMOSA, GO WEST ON OLD
 KG0564'U.S. HIGHWAY 36 FOR 2.0 MILES TO A SCHOOL IN THE SOUTHWEST ANGLE
 KG0564'OF CROSSROADS AND THE AZIMUTH MARK ON THE RIGHT IN THE NORTHEAST
 KG0564'ANGLE OF THE CROSSROADS.  CONTINUE WEST ON OLD U.S. HIGHWAY 36
 KG0564'FOR 0.4 MILE TO THE TOP OF THE RISE AND THE STATION ON THE LEFT
 KG0564'AS DESCRIBED.
 KG0564
 KG0564                          STATION RECOVERY (1969)
 KG0564
 KG0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0564'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3, AND
 KG0564'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1958 DESCRIPTION
 KG0564'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 KG0564'FOUND ADEQUATE FOR RECOVERY.
 KG0564'
 KG0564'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 KG0564'
 KG0564'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 KG0564'
 KG0564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 KG0564'WEST OF FORMOSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0955 ***********************************************************************
 KF0955  DESIGNATION -  FORMOSA MUNICIPAL TANK
 KF0955  PID         -  KF0955
 KF0955  STATE/COUNTY-  KS/JEWELL
 KF0955  USGS QUAD   -  COURTLAND (1969)
 KF0955
 KF0955                         *CURRENT SURVEY CONTROL
 KF0955  ___________________________________________________________________
 KF0955* NAD 83(1997)-  39 46 48.49965(N)    097 59 32.23550(W)     ADJUSTED  
 KF0955* NAVD 88     -                                                        
 KF0955  ___________________________________________________________________
 KF0955  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 KF0955  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 KF0955
 KF0955  HORZ ORDER  -  THIRD
 KF0955
 KF0955.The horizontal coordinates were established by classical geodetic methods
 KF0955.and adjusted by the National Geodetic Survey in October 1998..
 KF0955
 KF0955
 KF0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0955
 KF0955.The geoid height was determined by GEOID03.
 KF0955
 KF0955;                    North         East     Units Scale Factor Converg.
 KF0955;SPC KS N     -   160,617.641   400,660.695   MT  0.99999948   +0 00 17.6
 KF0955;UTM  14      - 4,403,840.822   586,294.081   MT  0.99969168   +0 38 41.3
 KF0955
 KF0955                          SUPERSEDED SURVEY CONTROL
 KF0955
 KF0955  NAD 83(1997)-  39 46 48.50064(N)    097 59 32.23547(W) AD(       ) 4
 KF0955  NAD 83(1986)-  39 46 48.50492(N)    097 59 32.23554(W) AD(       ) 4
 KF0955  NAD 27      -  39 46 48.47400(N)    097 59 31.05600(W) AD(       ) 3
 KF0955
 KF0955.Superseded values are not recommended for survey control.
 KF0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0955.See file dsdata.txt to determine how the superseded data were derived.
 KF0955
 KF0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK8629403841(NAD 83)
 KF0955_MARKER: 53 = ELEVATED TANK
 KF0955
 KF0955  HISTORY     - Date     Condition        Report By
 KF0955  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0955
 KF0955                          STATION DESCRIPTION
 KF0955
 KF0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0955'THE STATION IS LOCATED NEAR THE CENTER OF THE TOWN OF FORMOSA, 150
 KF0955'FEET NORTH OF AN EAST-WEST STREET AND 150 FEET EAST OF A
 KF0955'NORTH-SOUTH STREET.
 KF0955'
 KF0955'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL
 KF0955'STRUCTURE AND HAS AN OVERALL HEIGHT OF 125 FEET.  IT HAS THE
 KF0955'LETTERS FORMOSA PAINTED ON ITS NORTH AND SOUTH SIDES.
 KF0955'
 KF0955'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1023 ***********************************************************************
 HG1023  DESIGNATION -  FORT DODGE MUN WATER TANK
 HG1023  PID         -  HG1023
 HG1023  STATE/COUNTY-  KS/FORD
 HG1023  USGS QUAD   -  FORT DODGE (1978)
 HG1023
 HG1023                         *CURRENT SURVEY CONTROL
 HG1023  ___________________________________________________________________
 HG1023* NAD 83(1997)-  37 44 00.68058(N)    099 56 01.77920(W)     ADJUSTED  
 HG1023* NAVD 88     -                                                        
 HG1023  ___________________________________________________________________
 HG1023  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HG1023  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HG1023
 HG1023  HORZ ORDER  -  THIRD
 HG1023
 HG1023.The horizontal coordinates were established by classical geodetic methods
 HG1023.and adjusted by the National Geodetic Survey in October 1998..
 HG1023
 HG1023
 HG1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1023
 HG1023.The geoid height was determined by GEOID03.
 HG1023
 HG1023;                    North         East     Units Scale Factor Converg.
 HG1023;SPC KS S     -   519,376.242   273,621.490   MT  0.99994106   -0 52 52.1
 HG1023;UTM  14      - 4,176,659.836   417,715.727   MT  0.99968339   -0 34 17.5
 HG1023
 HG1023                          SUPERSEDED SURVEY CONTROL
 HG1023
 HG1023  NAD 83(1997)-  37 44 00.68825(N)    099 56 01.77866(W) AD(       ) 4
 HG1023  NAD 83(1986)-  37 44 00.68282(N)    099 56 01.77875(W) AD(       ) 4
 HG1023  NAD 27      -  37 44 00.61607(N)    099 56 00.29636(W) AD(       ) 3
 HG1023
 HG1023.Superseded values are not recommended for survey control.
 HG1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1023.See file dsdata.txt to determine how the superseded data were derived.
 HG1023
 HG1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1771676660(NAD 83)
 HG1023_MARKER: 53 = ELEVATED TANK
 HG1023
 HG1023  HISTORY     - Date     Condition        Report By
 HG1023  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG1023
 HG1023                          STATION DESCRIPTION
 HG1023
 HG1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1023'THE STATION IS THE TOP CENTER OF THE TANK, LOCATED AT THE EAST EDGE
 HG1023'OF THE HOSPITAL OF THE OLD SOLDIERS HOME IN FORT DODGE.  IT IS AN
 HG1023'OVAL SHAPED TANK WHICH IS SUPPORTED BY FOUR ROUND LEGS, PAINTED
 HG1023'SILVER, AND HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1094 ***********************************************************************
 KF1094  DESIGNATION -  FORT RILEY CUSTER HILL SE TANK
 KF1094  PID         -  KF1094
 KF1094  STATE/COUNTY-  KS/GEARY
 KF1094  USGS QUAD   -  JUNCTION CITY (1982)
 KF1094
 KF1094                         *CURRENT SURVEY CONTROL
 KF1094  ___________________________________________________________________
 KF1094* NAD 83(1997)-  39 05 52.24586(N)    096 48 10.23368(W)     ADJUSTED  
 KF1094* NAVD 88     -                                                        
 KF1094  ___________________________________________________________________
 KF1094  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 KF1094  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 KF1094
 KF1094  HORZ ORDER  -  THIRD
 KF1094
 KF1094.The horizontal coordinates were established by classical geodetic methods
 KF1094.and adjusted by the National Geodetic Survey in October 1998..
 KF1094
 KF1094
 KF1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1094
 KF1094.The geoid height was determined by GEOID03.
 KF1094
 KF1094;                    North         East     Units Scale Factor Converg.
 KF1094;SPC KS N     -    85,553.764   503,555.330   MT  0.99996039   +0 45 26.9
 KF1094;UTM  14      - 4,329,932.882   690,003.020   MT  1.00004454   +1 23 09.8
 KF1094
 KF1094                          SUPERSEDED SURVEY CONTROL
 KF1094
 KF1094  NAD 83(1986)-  39 05 52.25194(N)    096 48 10.23156(W) AD(       ) 4
 KF1094  NAD 27      -  39 05 52.26098(N)    096 48 09.20459(W) AD(       ) 3
 KF1094
 KF1094.Superseded values are not recommended for survey control.
 KF1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1094.See file dsdata.txt to determine how the superseded data were derived.
 KF1094
 KF1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9000329933(NAD 83)
 KF1094_MARKER: 53 = ELEVATED TANK
 KF1094
 KF1094  HISTORY     - Date     Condition        Report By
 KF1094  HISTORY     - 1964     FIRST OBSERVED   CGS
 KF1094  HISTORY     - 1970     GOOD             NGS
 KF1094  HISTORY     - 1987     GOOD             NOS
 KF1094
 KF1094                          STATION DESCRIPTION
 KF1094
 KF1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1094'THE FORT RILEY SOUTH TANK IS A ROUND WATER TANK SUPPORTED BY
 KF1094'SIX STEEL LEGS, PAINTED RED AND WHITE AND IS ABOUT 100 FEET
 KF1094'HIGH.  IT IS LOCATED ON THE FORT RILEY MILITARY RESERVATION
 KF1094'AND NEAR THE SOUTH EDGE OF A GOLF COURSE.  THE POINT INTERSECTED
 KF1094'WAS A ROD ON THE TOP OF THE TANK.
 KF1094'
 KF1094'THIS STATION WAS CARRIED IN ADJUSTED FIELD DATA AS FORT RILEY
 KF1094'CUSTER HILL SE WATER TANK. (N.D.)
 KF1094
 KF1094                          STATION RECOVERY (1987)
 KF1094
 KF1094'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 KF1094'THE STATION WAS RECOVERED AT THIS DATE.
 KF1094'STATION RECOVERED AS DESCRIBED.
 KF1094'
 KF1094'RECOVERED BY R. DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1101 ***********************************************************************
 KF1101  DESIGNATION -  FORT RILEY CUSTER HILL NW TANK
 KF1101  PID         -  KF1101
 KF1101  STATE/COUNTY-  KS/GEARY
 KF1101  USGS QUAD   -  JUNCTION CITY (1982)
 KF1101
 KF1101                         *CURRENT SURVEY CONTROL
 KF1101  ___________________________________________________________________
 KF1101* NAD 83(1997)-  39 06 43.43231(N)    096 49 15.61080(W)     ADJUSTED  
 KF1101* NAVD 88     -                                                        
 KF1101  ___________________________________________________________________
 KF1101  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 KF1101  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 KF1101
 KF1101  HORZ ORDER  -  THIRD
 KF1101
 KF1101.The horizontal coordinates were established by classical geodetic methods
 KF1101.and adjusted by the National Geodetic Survey in October 1998..
 KF1101
 KF1101
 KF1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1101
 KF1101.The geoid height was determined by GEOID03.
 KF1101
 KF1101;                    North         East     Units Scale Factor Converg.
 KF1101;SPC KS N     -    87,111.454   501,963.984   MT  0.99995976   +0 44 45.5
 KF1101;UTM  14      - 4,331,473.139   688,394.545   MT  1.00003704   +1 22 30.0
 KF1101
 KF1101                          SUPERSEDED SURVEY CONTROL
 KF1101
 KF1101  NAD 83(1986)-  39 06 43.43825(N)    096 49 15.60889(W) AD(       ) 4
 KF1101  NAD 27      -  39 06 43.45048(N)    096 49 14.56986(W) AD(       ) 3
 KF1101
 KF1101.Superseded values are not recommended for survey control.
 KF1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1101.See file dsdata.txt to determine how the superseded data were derived.
 KF1101
 KF1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8839531473(NAD 83)
 KF1101_MARKER: 53 = ELEVATED TANK
 KF1101
 KF1101  HISTORY     - Date     Condition        Report By
 KF1101  HISTORY     - 1964     FIRST OBSERVED   CGS
 KF1101  HISTORY     - 1970     GOOD             NGS
 KF1101  HISTORY     - 1974     GOOD             NGS
 KF1101  HISTORY     - 1987     GOOD             NOS
 KF1101
 KF1101                          STATION DESCRIPTION
 KF1101
 KF1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KF1101'THE BARRACKS AND LIVING QUARTERS FOR OLD FORT RILEY ARE BEING
 KF1101'MOVED TO HIGHER GROUND IN AN AREA KNOWN AS CUSTER HILL AND
 KF1101'THERE ARE TWO NEW WATER TANKS IN THIS AREA, ONE IN THE NORTHWEST
 KF1101'PART OF THE AREA AND THE OTHER ONE IN THE SOUTHEAST PART.  THE
 KF1101'TANKS ARE 1-1/2 TO 2 MILES APART.
 KF1101'
 KF1101'FORT RILEY, CUSTER HILL WATER TANK (NW 1 OF 2) IS ABOUT 100
 KF1101'FEET HIGH, SUPPORTED BY EIGHT LEGS, AND THE TANK IS PAINTED
 KF1101'CHECKERBOARD RED AND WHITE.  THE POINT INTERSECTED WAS THE
 KF1101'BALL AT THE APEX OF THE TANK.
 KF1101'
 KF1101'THESE TANKS ARE LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF JUNCTION
 KF1101'CITY AND ABOUT 2 MILES WEST OF OLD FORT RILEY.
 KF1101
 KF1101                          STATION RECOVERY (1970)
 KF1101
 KF1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1101'THE FORT RILEY WEST TANK IS A ROUND WATER TANK SUPPORTED BY
 KF1101'EIGHT STEEL LEGS, PAINTED RED AND WHITE AND IS ABOUT 100 FEET
 KF1101'HIGH.  IT IS LOCATED ON THE FORT RILEY MILITARY RESERVATION
 KF1101'AND IS JUST WEST OF BUILDING NUMBER 7514.  THE POINT INTERSECTED
 KF1101'WAS THE ROD ON THE TOPCENTER OF THE TANK.
 KF1101'
 KF1101'THIS STATION WAS CARRIED ON THE ADJUSTED FIELD DATA AS FORT
 KF1101'RILEY CUSTER HILL NW WATER TANK.
 KF1101
 KF1101                          STATION RECOVERY (1974)
 KF1101
 KF1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JBN)
 KF1101'STATION WAS RECOVERED AS DESCRIBED.
 KF1101'
 KF1101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN FORT RILEY
 KF1101'CUSTER HILL.
 KF1101
 KF1101                          STATION RECOVERY (1987)
 KF1101
 KF1101'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 KF1101'THE STATION WAS RECOVERED AT THIS DATE.
 KF1101'STATION WAS RECOVERED AS DESCRIBED.
 KF1101'
 KF1101'RECOVERED BY R. DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1099 ***********************************************************************
 KF1099  DESIGNATION -  FORT RILEY HQS BLDG SPIRE
 KF1099  PID         -  KF1099
 KF1099  STATE/COUNTY-  KS/GEARY
 KF1099  USGS QUAD   -  JUNCTION CITY (1982)
 KF1099
 KF1099                         *CURRENT SURVEY CONTROL
 KF1099  ___________________________________________________________________
 KF1099* NAD 83(1997)-  39 03 46.91694(N)    096 46 54.56305(W)     ADJUSTED  
 KF1099* NAVD 88     -                                                        
 KF1099  ___________________________________________________________________
 KF1099  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 KF1099  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 KF1099
 KF1099  HORZ ORDER  -  THIRD
 KF1099
 KF1099.The horizontal coordinates were established by classical geodetic methods
 KF1099.and adjusted by the National Geodetic Survey in October 1998..
 KF1099
 KF1099
 KF1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1099
 KF1099.The geoid height was determined by GEOID03.
 KF1099
 KF1099;                    North         East     Units Scale Factor Converg.
 KF1099;SPC KS N     -    81,713.610   505,425.428   MT  0.99996219   +0 46 14.7
 KF1099;UTM  14      - 4,326,113.123   691,915.266   MT  1.00005354   +1 23 53.8
 KF1099
 KF1099                          SUPERSEDED SURVEY CONTROL
 KF1099
 KF1099  NAD 83(1986)-  39 03 46.92306(N)    096 46 54.56119(W) AD(       ) 4
 KF1099  NAD 27      -  39 03 46.93000(N)    096 46 53.53000(W) AD(       ) 3
 KF1099
 KF1099.Superseded values are not recommended for survey control.
 KF1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1099.See file dsdata.txt to determine how the superseded data were derived.
 KF1099
 KF1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9191526113(NAD 83)
 KF1099_MARKER: 89 = SPIRE
 KF1099
 KF1099  HISTORY     - Date     Condition        Report By
 KF1099  HISTORY     - 1935     FIRST OBSERVED   CGS
 KF1099  HISTORY     - 1958     GOOD             CGS
 KF1099  HISTORY     - 1980     GOOD             NGS
 KF1099
 KF1099                          STATION DESCRIPTION
 KF1099
 KF1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF1099'POINT OBSERVED IS THE TIP OF SPIRE OF THE CLOCK TOWER ATOP
 KF1099'OF THE NW CORNER OF THE HEADQUARTERS BLDG. AT THE FT. RILEY
 KF1099'MILITARY POST.  ERECTED IN 1890.
 KF1099
 KF1099                          STATION RECOVERY (1958)
 KF1099
 KF1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 KF1099'THE STATION WAS RECOVERED AS DESCRIBED IN 1935 AND FOUND
 KF1099'IN GOOD CONDITION.  IT WAS CALLED FORT RILEY HEADQUARTERS
 KF1099'BLDG. SPIRE IN 1935 AND IS NOW FORT RILEY, HISTORICAL MUSEUM
 KF1099'BUILDING SPIRE.
 KF1099
 KF1099                          STATION RECOVERY (1980)
 KF1099
 KF1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 KF1099'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 KF1099'DESCRIBED BY R. E. WILLIAMS IN 1958.
 KF1099'
 KF1099'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT RILEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1096 ***********************************************************************
 KF1096  DESIGNATION -  FORT RILEY MARSHALL FIELD TANK
 KF1096  PID         -  KF1096
 KF1096  STATE/COUNTY-  KS/GEARY
 KF1096  USGS QUAD   -  JUNCTION CITY (1982)
 KF1096
 KF1096                         *CURRENT SURVEY CONTROL
 KF1096  ___________________________________________________________________
 KF1096* NAD 83(1997)-  39 03 18.23947(N)    096 46 08.66673(W)     ADJUSTED  
 KF1096* NAVD 88     -                                                        
 KF1096  ___________________________________________________________________
 KF1096  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 KF1096  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 KF1096
 KF1096  HORZ ORDER  -  THIRD
 KF1096
 KF1096.This mark is at Marshall Aaf Airport (FRI)
 KF1096
 KF1096.The horizontal coordinates were established by classical geodetic methods
 KF1096.and adjusted by the National Geodetic Survey in October 1998..
 KF1096
 KF1096
 KF1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1096
 KF1096.The geoid height was determined by GEOID03.
 KF1096
 KF1096;                    North         East     Units Scale Factor Converg.
 KF1096;SPC KS N     -    80,844.291   506,540.723   MT  0.99996265   +0 46 43.8
 KF1096;UTM  14      - 4,325,255.987   693,040.119   MT  1.00005887   +1 24 21.8
 KF1096
 KF1096                          SUPERSEDED SURVEY CONTROL
 KF1096
 KF1096  NAD 83(1986)-  39 03 18.24554(N)    096 46 08.66468(W) AD(       ) 4
 KF1096  NAD 27      -  39 03 18.25562(N)    096 46 07.63869(W) AD(       ) 3
 KF1096
 KF1096.Superseded values are not recommended for survey control.
 KF1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1096.See file dsdata.txt to determine how the superseded data were derived.
 KF1096
 KF1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9304025256(NAD 83)
 KF1096_MARKER: 53 = ELEVATED TANK
 KF1096_SETTING: 0 = UNSPECIFIED SETTING
 KF1096
 KF1096  HISTORY     - Date     Condition        Report By
 KF1096  HISTORY     - 1958     FIRST OBSERVED   CGS
 KF1096  HISTORY     - 1970     GOOD             NGS
 KF1096  HISTORY     - 1980     GOOD             NGS
 KF1096  HISTORY     - 1983     GOOD             NGS
 KF1096
 KF1096                          STATION DESCRIPTION
 KF1096
 KF1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (REW)
 KF1096'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
 KF1096'AT MARSHALL AIRFIELD ON THE FORT RILEY MILITARY RESERVATION
 KF1096'AT THE SOUTHWEST EDGE OF THE BUILDING AREA OF MARSHALL FIELD
 KF1096'AND BETWEEN BUILDINGS NO. 814 AND 817.
 KF1096'
 KF1096'THE TANK IS SUPPORTED BY A SIX LEGGED STEEL STRUCTURE, IS
 KF1096'PAINTED IN CHECKERS OF ORANGE AND WHITE AND HAS A STEADY
 KF1096'RED LIGHT AT THE TOP OF THE TANK.  OVERALL HEIGHT IS 130 FEET.
 KF1096'
 KF1096'OBSERVED FROM STATIONS OGDEN 1935 AND D FY 1947.
 KF1096
 KF1096                          STATION RECOVERY (1970)
 KF1096
 KF1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1096'STATION IS A ROUND TANK SUPPORTED BY 6 STEEL LEGS, IS PAINTED
 KF1096'RED AND WHITE AND IS 125 FEET HIGH.  IT IS LOCATED IN THE
 KF1096'NORTHWEST SECTION OF THE MARSHALL ARMY AIRFIELD AND IS ABOUT
 KF1096'100 FEET NORTH OF BUILDING NUMBER 820 T AND 50 FEET EAST
 KF1096'OF BUILDING NUMBER 817 T.  THE POINT INTERSECTED WAS THE
 KF1096'RED LIGHT ON TOP OF THE TANK.  THIS STATION WAS LOCATED
 KF1096'IN 1958 WITH THE FOLLOWING NAME- FORT RILEY MARSHALL FIELD
 KF1096'WATER TANK.
 KF1096
 KF1096                          STATION RECOVERY (1980)
 KF1096
 KF1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 KF1096'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 KF1096'DESCRIBED BY C. A. ANNIS IN 1970.
 KF1096'
 KF1096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MARSHALL ARMY
 KF1096'AIRFIELD, FT. RILEY MILITARY RESERVATION.
 KF1096
 KF1096                          STATION RECOVERY (1983)
 KF1096
 KF1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB)
 KF1096'THE STATION WAS RECOVERED AS DESCRIBED.
 KF1096'
 KF1096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT RILEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1109 ***********************************************************************
 KF1109  DESIGNATION -  FORT RILEY MARSHALL AIRFIELD BEACON
 KF1109  PID         -  KF1109
 KF1109  STATE/COUNTY-  KS/GEARY
 KF1109  USGS QUAD   -  JUNCTION CITY (1982)
 KF1109
 KF1109                         *CURRENT SURVEY CONTROL
 KF1109  ___________________________________________________________________
 KF1109* NAD 83(1997)-  39 02 58.73893(N)    096 45 13.66301(W)     ADJUSTED  
 KF1109* NAVD 88     -                                                        
 KF1109  ___________________________________________________________________
 KF1109  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 KF1109  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 KF1109
 KF1109  HORZ ORDER  -  THIRD
 KF1109
 KF1109.The horizontal coordinates were established by classical geodetic methods
 KF1109.and adjusted by the National Geodetic Survey in October 1998..
 KF1109
 KF1109
 KF1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1109
 KF1109.The geoid height was determined by GEOID03.
 KF1109
 KF1109;                    North         East     Units Scale Factor Converg.
 KF1109;SPC KS N     -    80,261.102   507,871.347   MT  0.99996298   +0 47 18.6
 KF1109;UTM  14      - 4,324,687.341   694,377.179   MT  1.00006525   +1 24 55.9
 KF1109
 KF1109                          SUPERSEDED SURVEY CONTROL
 KF1109
 KF1109  NAD 83(1986)-  39 02 58.74497(N)    096 45 13.66106(W) AD(       ) 4
 KF1109  NAD 27      -  39 02 58.75532(N)    096 45 12.63664(W) AD(       ) 3
 KF1109
 KF1109.Superseded values are not recommended for survey control.
 KF1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1109.See file dsdata.txt to determine how the superseded data were derived.
 KF1109
 KF1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9437724687(NAD 83)
 KF1109_MARKER: 21 = AIRPORT BEACON
 KF1109
 KF1109  HISTORY     - Date     Condition        Report By
 KF1109  HISTORY     - 1970     FIRST OBSERVED   NGS
 KF1109  HISTORY     - 1974     GOOD             NGS
 KF1109  HISTORY     - 1980     GOOD             NGS
 KF1109  HISTORY     - 1983     GOOD             NGS
 KF1109
 KF1109                          STATION DESCRIPTION
 KF1109
 KF1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1109'THE MARSHALL FIELD BEACON IS THE ROTATING AIRWAY BEACON
 KF1109'ATOP A STANDARD STEEL STRUCTURE 50 FEET IN HEIGHT LOCATED
 KF1109'ON A PROMINENT NORTHEAST-SOUTHWEST RIDGE APPROXIMATELY 1
 KF1109'MILE SOUTHEAST OF MARSHALL FIELD, THE U.S. ARMY AIRFIELD
 KF1109'FOR FORT RILEY.  TO REACH THE BEACON FROM THE INTERSECTION
 KF1109'OF CLARK CREEK ROAD AND INTERSTATE HIGHWAY 70 (APPROXIMATELY
 KF1109'5 MILES EAST OF JUNCTION CITY), GO SOUTH ON CLARK CREEK
 KF1109'ROAD FOR 0.55 MILE TO A CROSSROAD.  TURN RIGHT ONTO A GRAVEL
 KF1109'ROAD AT SIGN READING DEAD END RD AND GO 0.3 MILE.  TURN
 KF1109'LEFT ONTO TRACK ROAD LEADING WEST AND GO 0.05 MILE TO FORKS.
 KF1109'KEEP RIGHT FORK GOING ALONG THE EDGE OF A CULTIVATED FIELD
 KF1109'AND GO 0.05 MILE TO WIRE GATE INTO PASTURE.  PROCEED WEST
 KF1109'ON TRACK ROAD UPHILL FOR 0.2 MILE TO ANOTHER WIRE GATE
 KF1109'AND ENTRY TO THE MILITARY RESERVATION.  PROCEED WESTERLY
 KF1109'ALONG RIDGE ON TRACK ROAD FOR 0.25 MILE TO THE BEACON.
 KF1109'THE POINT INTERSECTED WAS THE ROTATING BEACON.
 KF1109
 KF1109                          STATION RECOVERY (1974)
 KF1109
 KF1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JN)
 KF1109'STATION WAS RECOVERED AS DESCRIBED.
 KF1109'
 KF1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN FORT
 KF1109'RILEY MARSHALL AIRFIELD
 KF1109
 KF1109                          STATION RECOVERY (1980)
 KF1109
 KF1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 KF1109'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 KF1109'ORIGINALLY DESCRIBED.
 KF1109'
 KF1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON FT. RILEY
 KF1109'MILITARY RESERVATION, 0.8 MILE SOUTHEAST OF MARSHALL ARMY AIRFIELD.
 KF1109
 KF1109                          STATION RECOVERY (1983)
 KF1109
 KF1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB)
 KF1109'THE STATION WAS RECOVERED AS DESCRIBED.
 KF1109'
 KF1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT RILEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1104 ***********************************************************************
 KF1104  DESIGNATION -  FORT RILEY NORTH TANK
 KF1104  PID         -  KF1104
 KF1104  STATE/COUNTY-  KS/RILEY
 KF1104  USGS QUAD   -  JUNCTION CITY (1982)
 KF1104
 KF1104                         *CURRENT SURVEY CONTROL
 KF1104  ___________________________________________________________________
 KF1104* NAD 83(1997)-  39 07 02.11743(N)    096 48 47.38070(W)     ADJUSTED  
 KF1104* NAVD 88     -                                                        
 KF1104  ___________________________________________________________________
 KF1104  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 KF1104  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 KF1104
 KF1104  HORZ ORDER  -  THIRD
 KF1104
 KF1104.The horizontal coordinates were established by classical geodetic methods
 KF1104.and adjusted by the National Geodetic Survey in October 1998..
 KF1104
 KF1104
 KF1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1104
 KF1104.The geoid height was determined by GEOID03.
 KF1104
 KF1104;                    North         East     Units Scale Factor Converg.
 KF1104;SPC KS N     -    87,696.457   502,634.572   MT  0.99995955   +0 45 03.3
 KF1104;UTM  14      - 4,332,065.516   689,058.722   MT  1.00004013   +1 22 48.4
 KF1104
 KF1104                          SUPERSEDED SURVEY CONTROL
 KF1104
 KF1104  NAD 83(1986)-  39 07 02.12352(N)    096 48 47.37854(W) AD(       ) 4
 KF1104  NAD 27      -  39 07 02.13865(N)    096 48 46.35270(W) AD(       ) 3
 KF1104
 KF1104.Superseded values are not recommended for survey control.
 KF1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1104.See file dsdata.txt to determine how the superseded data were derived.
 KF1104
 KF1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8905932066(NAD 83)
 KF1104_MARKER: 53 = ELEVATED TANK
 KF1104
 KF1104  HISTORY     - Date     Condition        Report By
 KF1104  HISTORY     - 1970     FIRST OBSERVED   NGS
 KF1104
 KF1104                          STATION DESCRIPTION
 KF1104
 KF1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1104'THE FORT RILEY NORTH WATER TANK IS A ROUND TANK SUPPORTED BY SIX
 KF1104'STEEL LEGS.  IT IS PAINTED RED AND WHITE AND IS ABOUT 150 FEET
 KF1104'HIGH.  IT IS LOCATED NEAR THE NORTH EDGE OF CUSTER HILL ON THE
 KF1104'FORT RILEY MILITARY RESERVATION, ACROSS THE STREET FROM
 KF1104'BUILDING NUMBER 7646.  THE POINT INTERSECTED WAS THE ROD ON TOP
 KF1104'CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1098 ***********************************************************************
 KF1098  DESIGNATION -  FORT RILEY RESERVOIR TOP
 KF1098  PID         -  KF1098
 KF1098  STATE/COUNTY-  KS/RILEY
 KF1098  USGS QUAD   -  JUNCTION CITY (1982)
 KF1098
 KF1098                         *CURRENT SURVEY CONTROL
 KF1098  ___________________________________________________________________
 KF1098* NAD 83(1997)-  39 04 14.72119(N)    096 47 29.96537(W)     ADJUSTED  
 KF1098* NAVD 88     -                                                        
 KF1098  ___________________________________________________________________
 KF1098  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 KF1098  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 KF1098
 KF1098  HORZ ORDER  -  THIRD
 KF1098
 KF1098.The horizontal coordinates were established by classical geodetic methods
 KF1098.and adjusted by the National Geodetic Survey in October 1998..
 KF1098
 KF1098
 KF1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1098
 KF1098.The geoid height was determined by GEOID03.
 KF1098
 KF1098;                    North         East     Units Scale Factor Converg.
 KF1098;SPC KS N     -    82,559.526   504,562.970   MT  0.99996176   +0 45 52.3
 KF1098;UTM  14      - 4,326,949.615   691,043.516   MT  1.00004942   +1 23 32.3
 KF1098
 KF1098                          SUPERSEDED SURVEY CONTROL
 KF1098
 KF1098  NAD 83(1986)-  39 04 14.72770(N)    096 47 29.96327(W) AD(       ) 4
 KF1098  NAD 27      -  39 04 14.73800(N)    096 47 28.93600(W) AD(       ) 3
 KF1098
 KF1098.Superseded values are not recommended for survey control.
 KF1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1098.See file dsdata.txt to determine how the superseded data were derived.
 KF1098
 KF1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9104426950(NAD 83)
 KF1098
 KF1098  HISTORY     - Date     Condition        Report By
 KF1098  HISTORY     - 1889     FIRST OBSERVED   CGS
 KF1098  HISTORY     - 1934     GOOD             CGS
 KF1098
 KF1098                          STATION DESCRIPTION
 KF1098
 KF1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KF1098'CORRECT.  THE RESERVOIR WAS CONSTRUCTED IN 1888.  IN 1931
 KF1098'THE TOP HOUSE BURNED DOWN AND WAS REPLACED IN THE SAME POSITION
 KF1098'WITH A TOP HOUSE CONSTRUCTED OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0339 ***********************************************************************
 HE0339  DESIGNATION -  FORT SCOTT
 HE0339  PID         -  HE0339
 HE0339  STATE/COUNTY-  KS/BOURBON
 HE0339  USGS QUAD   -  FORT SCOTT (1978)
 HE0339
 HE0339                         *CURRENT SURVEY CONTROL
 HE0339  ___________________________________________________________________
 HE0339* NAD 83(1986)-  37 50 21.     (N)    094 42 24.     (W)     SCALED    
 HE0339* NAVD 88     -       257.537  (meters)     844.94   (feet)  ADJUSTED  
 HE0339  ___________________________________________________________________
 HE0339  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 HE0339  DYNAMIC HT  -         257.345 (meters)     844.31  (feet)  COMP
 HE0339  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 HE0339
 HE0339  VERT ORDER  -  SECOND    CLASS 0
 HE0339
 HE0339.The horizontal coordinates were scaled from a topographic map and have
 HE0339.an estimated accuracy of +/- 6 seconds.
 HE0339
 HE0339.The orthometric height was determined by differential leveling
 HE0339.and adjusted by the National Geodetic Survey in June 1991..
 HE0339
 HE0339.The geoid height was determined by GEOID03.
 HE0339
 HE0339.The dynamic height is computed by dividing the NAVD 88
 HE0339.geopotential number by the normal gravity value computed on the
 HE0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0339.degrees latitude (g = 980.6199 gals.).
 HE0339
 HE0339.The modeled gravity was interpolated from observed gravity values.
 HE0339
 HE0339;                    North         East    Units  Estimated Accuracy
 HE0339;SPC KS S     -   536,920.      733,790.      MT  (+/- 180 meters Scaled)
 HE0339
 HE0339                          SUPERSEDED SURVEY CONTROL
 HE0339
 HE0339  NGVD 29 (??/??/92)  257.420  (m)          844.55   (f) ADJ UNCH    2 0
 HE0339
 HE0339.Superseded values are not recommended for survey control.
 HE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0339.See file dsdata.txt to determine how the superseded data were derived.
 HE0339
 HE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB498893(NAD 83)
 HE0339_MARKER: DB = BENCH MARK DISK
 HE0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0339_SP_SET: BUILDING
 HE0339_STAMPING: 844.84 FORT SCOTT 1934
 HE0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0339+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 HE0339
 HE0339  HISTORY     - Date     Condition        Report By
 HE0339  HISTORY     - 1934     MONUMENTED       CGS
 HE0339  HISTORY     - 1950     GOOD             NGS
 HE0339  HISTORY     - 1969     GOOD             KSWRB
 HE0339  HISTORY     - 1975     GOOD             KSDT
 HE0339  HISTORY     - 1975     GOOD             KSDT
 HE0339  HISTORY     - 20050803 GOOD             GEOCAC
 HE0339
 HE0339                          STATION DESCRIPTION
 HE0339
 HE0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HE0339'AT FORT SCOTT.
 HE0339'AT FORT SCOTT, BOURBON COUNTY, AT MEMORIAL HALL, IN THE SOUTH
 HE0339'WALL OF THE BUILDING, 18 INCHES WEST OF THE SOUTHEAST CORNER,
 HE0339'AND 3.5 FEET ABOVE THE WALK.  A STANDARD DISK, STAMPED 844.84
 HE0339'FORT SCOTT 1934 AND SET VERTICALLY.
 HE0339
 HE0339                          STATION RECOVERY (1969)
 HE0339
 HE0339'RECOVERY NOTE BY KANSAS WATER RESOURCES BOARD 1969
 HE0339'RECOVERED IN GOOD CONDITION.
 HE0339
 HE0339                          STATION RECOVERY (1975)
 HE0339
 HE0339'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1975
 HE0339'RECOVERED IN GOOD CONDITION.
 HE0339
 HE0339                          STATION RECOVERY (1975)
 HE0339
 HE0339'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1975
 HE0339'RECOVERED IN GOOD CONDITION.
 HE0339
 HE0339                          STATION RECOVERY (2005)
 HE0339
 HE0339'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1163 ***********************************************************************
 HE1163  DESIGNATION -  FORT SCOTT
 HE1163  PID         -  HE1163
 HE1163  STATE/COUNTY-  KS/BOURBON
 HE1163  USGS QUAD   -  FORT SCOTT (1978)
 HE1163
 HE1163                         *CURRENT SURVEY CONTROL
 HE1163  ___________________________________________________________________
 HE1163* NAD 83(1997)-  37 49 49.11579(N)    094 43 00.83529(W)     ADJUSTED  
 HE1163* NAVD 88     -       257.54   (+/-2cm)     844.9    (feet)  VERTCON   
 HE1163  ___________________________________________________________________
 HE1163  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HE1163  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HE1163
 HE1163  HORZ ORDER  -  SECOND
 HE1163  VERT ORDER  -  THIRD ? (See Below)
 HE1163
 HE1163.The horizontal coordinates were established by classical geodetic methods
 HE1163.and adjusted by the National Geodetic Survey in October 1998..
 HE1163
 HE1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1163.The vertical order pertains to the NGVD 29 superseded value.
 HE1163
 HE1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1163
 HE1163.The geoid height was determined by GEOID03.
 HE1163
 HE1163;                    North         East     Units Scale Factor Converg.
 HE1163;SPC KS S     -   535,901.881   732,930.959   MT  0.99993707   +2 19 29.4
 HE1163;SPC MO W     -   184,638.503   830,906.552   MT  0.99994566   -0 07 58.9
 HE1163;UTM  15      - 4,188,376.488   348,908.548   MT  0.99988118   -1 03 11.6
 HE1163
 HE1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1163!SPC KS S     -   0.99996451  x   0.99993707  =   0.99990158
 HE1163!SPC MO W     -   0.99996451  x   0.99994566  =   0.99991017
 HE1163!UTM  15      -   0.99996451  x   0.99988118  =   0.99984569
 HE1163
 HE1163|---------------------------------------------------------------------|
 HE1163| PID    Reference Object                     Distance      Geod. Az  |
 HE1163|                                                           dddmmss.s |
 HE1163| CN6891 FORT SCOTT RM 1                                    00231     |
 HE1163| HE1121 RICHARDSON                          APPROX.15.5 KM 0442524.8 |
 HE1163| CN6892 FORT SCOTT RM 2                      49.088 METERS 08943     |
 HE1163| CN6893 FORT SCOTT RP                        31.474 METERS 16208     |
 HE1163| CN6890 FORT SCOTT AZ MK                                   2514531.0 |
 HE1163|---------------------------------------------------------------------|
 HE1163
 HE1163                          SUPERSEDED SURVEY CONTROL
 HE1163
 HE1163  NAD 83(1997)-  37 49 49.12338(N)    094 43 00.83554(W) AD(       ) 2
 HE1163  NAD 83(1986)-  37 49 49.12503(N)    094 43 00.83006(W) AD(       ) 2
 HE1163  NAD 27      -  37 49 48.97700(N)    094 42 59.98300(W) AD(       ) 2
 HE1163  NGVD 29 (07/19/86)  257.42   (m)          844.6    (f) LEVELING    3  
 HE1163
 HE1163.Superseded values are not recommended for survey control.
 HE1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1163.See file dsdata.txt to determine how the superseded data were derived.
 HE1163
 HE1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4890988376(NAD 83)
 HE1163_MARKER: DS = TRIANGULATION STATION DISK
 HE1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1163
 HE1163  HISTORY     - Date     Condition        Report By
 HE1163  HISTORY     - 1934     MONUMENTED       CGS
 HE1163  HISTORY     - 1957     GOOD             USGS
 HE1163  HISTORY     - 1970     GOOD             NGS
 HE1163  HISTORY     - 1981     GOOD             NGS
 HE1163
 HE1163                          STATION DESCRIPTION
 HE1163
 HE1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 HE1163'THIS STATION IS IN THE SW PART OF THE CITY OF FORT SCOTT,
 HE1163'IN SEC. 30, T 25 S, R 25 E, ON THE W SIDE OF LOT OWNED AND
 HE1163'OCCUPIED BY THE MUNICIPAL WATER WORKS.  IT IS 31 FEET W
 HE1163'OF THE W WALL OF NO. 3 BASIN, 105 FEET SSW OF THE NW CORNER
 HE1163'OF NO. 3 BASIN, 108 FEET S OF THE S WALL OF NO. 1 BASIN,
 HE1163'103 FEET NNW OF THE SW CORNER OF NO. 4 BASIN.  MARK IS FLUSH.
 HE1163'
 HE1163'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 HE1163'DISKS SET IN CONCRETE.
 HE1163'
 HE1163'REFERENCE MARK NO. 1 IS N OF THE STATION, IT IS A STANDARD
 HE1163'DISK REFERENCE MARK, CEMENTED IN A DRILL HOLE ATOP THE
 HE1163'SOUTHERLY WALL OF NO. 1 BASIN, 17-1/2 FEET E OF THE SW CORNER
 HE1163'OF NO. 1 BASIN.  MARK IS FLUSH WITH TOP OF WALL.
 HE1163'
 HE1163'REFERENCE MARK NO. 2 IS E OF THE STATION.  IT IS A STANDARD
 HE1163'DISK REFERENCE MARK, CEMENTED IN A DRILL HOLE ATOP THE EASTERLY
 HE1163'WALL OF NO. 3 BASIN, 2 FEET N OF PARTITION WALL OF NO. 3
 HE1163'AND NO. 4 BASINS, 3 FEET S OF SOUTHERLY LADDER LEG INTO
 HE1163'BASIN.  MARK IS SET FLUSH WITH TOP OF WALL.  DISTANCE BETWEEN
 HE1163'REFERENCE MARKS 189.58 FEET.
 HE1163'
 HE1163'AZIMUTH MARK IS SW OF THE STATION, ON THE E SIDE OF GUNN
 HE1163'PARK, ABOUT 60 YARDS WSW OF ARCHWAY AT ENTRANCE OF GUNN
 HE1163'PARK, 14 FEET SW OF THE CENTER LINE OF PARK DRIVE, 4 FEET
 HE1163'SW OF A LOW STONE WALL, 43 FEET SW OF A 14-INCH ELM TREE,
 HE1163'20 FEET W OF AN 8-INCH MAPLE TREE, 29 FEET N OF E OF A STEEL
 HE1163'LAMP POST.  MARK IS SET FLUSH WITH TOP OF GROUND.
 HE1163'
 HE1163'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 73-E AND U.S.
 HE1163'HIGHWAY 54 IN FORT SCOTT.  GO S ON U.S. HIGHWAY 73 E 0.65
 HE1163'MILE TO CROSS STREET, THENCE W 0.45 MILE TO CROSS STREET,
 HE1163'THENCE S 0.2 MILE TO MUNICIPAL WATER WORKS AND STATION.
 HE1163'
 HE1163'A LIGHT 87 FEET ABOVE RICHARDSON IS VISIBLE AT 25 FEET ABOVE
 HE1163'STATION MARK.
 HE1163'
 HE1163'A LIGHT 30 FEET ABOVE HURTT IS VISIBLE AT 13 FEET ABOVE
 HE1163'STATION MARK.
 HE1163'
 HE1163'NOTE- *DISTANCE FORT SCOTT TO CENTER OF STANDPIPE, MUNICIPAL
 HE1163'(TALLER OF 2).
 HE1163'
 HE1163'**A CHISELED X ATOP THE WALL AT THE SW CORNER OF NO. 3 BASIN,
 HE1163'HAVING AT ITS SIDE TRIANGLE 80.  NO OTHER AVAILABLE INFORMATION
 HE1163'AS TO WHO ESTABLISHED SAME.
 HE1163
 HE1163                          STATION RECOVERY (1957)
 HE1163
 HE1163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HE1163'STATION FOUND IN GOOD CONDITION EXCEPT THE MARK IS NOW 10
 HE1163'INCHES BELOW SURFACE.
 HE1163
 HE1163                          STATION RECOVERY (1970)
 HE1163
 HE1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HE1163'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 HE1163'2, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 HE1163'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  STATION IS
 HE1163'21 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRICK BUILDING,
 HE1163'1 FOOT WEST OF A METAL WITNESS POST, AND 10 INCHES BELOW
 HE1163'THE SURFACE OF THE GROUND.
 HE1163'
 HE1163'A METAL WITNESS POST WAS SET 1 FOOT WEST-SOUTHWEST OF THE
 HE1163'AZIMUTH MARK.
 HE1163'
 HE1163'TO REACH THE STATION FROM THE COURTHOUSE IN FORT SCOTT, GO
 HE1163'SOUTH ON SOUTH NATIONAL STREET FOR 0.5 MILE TO THE INTERSECTION
 HE1163'OF WEST 8TH STREET.  TURN RIGHT AND GO WEST ON WEST 8TH
 HE1163'STREET FOR 0.45 MILE TO THE INTERSECTION OF SOUTH BURKE
 HE1163'STREET.  TURN LEFT AND GO SOUTH ON SOUTH BURKE STREET FOR
 HE1163'0.2 MILE TO THE FORT SCOTT WATER WORKS ON THE RIGHT AND
 HE1163'THE STATION AT THE WEST SIDE OF BASIN NO. 4.
 HE1163'
 HE1163'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT FORT SCOTT.
 HE1163
 HE1163                          STATION RECOVERY (1981)
 HE1163
 HE1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 HE1163'STATION MARKS AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION,
 HE1163'HOWEVER, THE AZIMUTH MARK IS NO LONGER GROUND VISIBLE AND THERE IS NO
 HE1163'SUITABLE LOCATION FOR ANOTHER DUE TO BUILDINGS AND TREES.  REFERENCE
 HE1163'MARKS 1 AND 2 HAVE BEEN DESTROYED BY CONSTRUCTION.  REFERENCE MARKS 3
 HE1163'AND 4 WERE ESTABLISHED THIS DATE.  DUE TO MANY CHANGES, A COMPLETE NEW
 HE1163'DESCRIPTION FOLLOWS.
 HE1163'
 HE1163'THE STATION IS LOCATED IN THE CITY OF FORT SCOTT, AT THE WATER FILTER
 HE1163'PLANT AT 910 BURKE STREET AND ON PROPERTY OWNED BY THE CITY OF FORT
 HE1163'SCOTT.  MR. GEOGRE ONEIL IS THE FILTER PLANT MANAGER, TELEPHONE
 HE1163'316-223 5160.
 HE1163'
 HE1163'TO REACH THE STATION FROM THE ENTRANCE TO THE FILTER PLANT, AT THE
 HE1163'JUNCTION OF BURKE STREET AND PARK AVENUE, ENTER THE DRIVE AND GO
 HE1163'NORTH, THEN WEST, THEN NORTH, PASSING AROUND THE WATER FILTER
 HE1163'BUILDING, FOR 0.1 MILE TO A SMALL, BRICK, UTILITY GARAGE BUILDING AND
 HE1163'THE STATION UNDER THE CONCRETE DRIVE AND IN A MANHOLE.
 HE1163'
 HE1163'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF BURKE STREET AND PARK
 HE1163'AVENUE, GO WEST ON PARK AVENUE FOR 0.2 MILE TO THE MARK ON THE LEFT.
 HE1163'
 HE1163'THE STATION MARK IS A STANDARD DISK, STAMPED---FORT SCOTT 1934---SET
 HE1163'IN THE TOP OF A SQUARE CONCRETE POST, THAT IS 24 INCHES BELOW THE
 HE1163'SURFACE OF THE CONCRETE DRIVEWAY AND SITUATED IN A 12-INCH DIAMETER
 HE1163'MANHOLE.  IT IS 37.1 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 HE1163'BRICK GARAGE, 27.5 FEET EAST OF THE WEST CURB OF THE DRIVEWAY, 22.9
 HE1163'FEET SOUTH OF SOUTHWEST CORNER OF THE GARAGE AND 22.0 FEET WEST OF THE
 HE1163'EAST CURB OF THE DRIVEWAY.
 HE1163'
 HE1163'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---FORT SCOTT 1934 NO 3
 HE1163'1981---CEMENTED INTO A DRILLED HOLE IN THE SOUTHWEST CORNER OF THE
 HE1163'CONCRETE TOP OF THE NUMBER 2 CLEAR TANK.  IT IS 19.7 FEET SOUTH OF THE
 HE1163'SOUTHEAST CORNER OF THE GARAGE.  THE CLEAR TANK PROJECTS ABOVE THE
 HE1163'GROUND ABOUT 2-1/2 FEET AND APPEARS AS A VERY LARGE CONCRETE
 HE1163'PLATFORM.
 HE1163'
 HE1163'REFERENCE MARK 4 IS A STANDARD DISK, CEMENTED INTO A DRILLED HOLE IN
 HE1163'THE CONCRETE DRIVEWAY AND AT THE SOUTHWEST CORNER OF THE GARAGE.  IT
 HE1163'IS 1.5 FEET NORTHWEST OF THE SOUTWEST CORNER OF THE GARAGE AND 0.5
 HE1163'FOOT WEST OF THE WEST WALL OF THE GARAGE.
 HE1163'
 HE1163'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---FORT SCOTT 1934---SET
 HE1163'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 50 YARDS
 HE1163'WEST OF THE ENTRANCE TO GUNN PARK, 20 FEET SOUTH OF THE CENTERLINE OF
 HE1163'PARK AVENUE, 4 FEET SOUTH OF A STONE WALL AND 1 FOOT EAST OF A
 HE1163'WITNESS POST.  A NEW SETTLING TANK NEAR THE STATION OBSTRUCTS THIS
 HE1163'MARK FROM GROUND VISIBILITY AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1128 ***********************************************************************
 HE1128  DESIGNATION -  FORT SCOTT MUN BOOSTER TANK
 HE1128  PID         -  HE1128
 HE1128  STATE/COUNTY-  KS/BOURBON
 HE1128  USGS QUAD   -  FORT SCOTT (1978)
 HE1128
 HE1128                         *CURRENT SURVEY CONTROL
 HE1128  ___________________________________________________________________
 HE1128* NAD 83(1997)-  37 49 55.20677(N)    094 41 42.05642(W)     ADJUSTED  
 HE1128* NAVD 88     -                                                        
 HE1128  ___________________________________________________________________
 HE1128  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HE1128  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 HE1128
 HE1128  HORZ ORDER  -  THIRD
 HE1128
 HE1128.The horizontal coordinates were established by classical geodetic methods
 HE1128.and adjusted by the National Geodetic Survey in October 1998..
 HE1128
 HE1128
 HE1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1128
 HE1128.The geoid height was determined by GEOID03.
 HE1128
 HE1128;                    North         East     Units Scale Factor Converg.
 HE1128;SPC KS S     -   536,167.873   734,848.042   MT  0.99993703   +2 20 17.8
 HE1128;UTM  15      - 4,188,529.047   350,837.859   MT  0.99987404   -1 02 23.4
 HE1128
 HE1128                          SUPERSEDED SURVEY CONTROL
 HE1128
 HE1128  NAD 83(1997)-  37 49 55.21431(N)    094 41 42.05639(W) AD(       ) 4
 HE1128  NAD 83(1986)-  37 49 55.21620(N)    094 41 42.05113(W) AD(       ) 4
 HE1128  NAD 27      -  37 49 55.06700(N)    094 41 41.19500(W) AD(       ) 3
 HE1128
 HE1128.Superseded values are not recommended for survey control.
 HE1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1128.See file dsdata.txt to determine how the superseded data were derived.
 HE1128
 HE1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5083888529(NAD 83)
 HE1128_MARKER: 53 = ELEVATED TANK
 HE1128
 HE1128  HISTORY     - Date     Condition        Report By
 HE1128  HISTORY     - 1948     FIRST OBSERVED   CGS
 HE1128  HISTORY     - 20050803 GOOD             GEOCAC
 HE1128
 HE1128                          STATION DESCRIPTION
 HE1128
 HE1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE1128'LOCATED AT THE EAST EDGE OF THE CITY ABOUT 80 FEET SOUTH OF
 HE1128'A GRAVELED ROAD RUNNING EAST.
 HE1128'
 HE1128'IT IS A 6-LEGGED STEEL STRUCTURE SUPPORTING A LARGE SQUAT
 HE1128'TYPE TANK WITH A CONICAL SHAPED TOP.  IT IS PAINTED SILVER
 HE1128'AND THE HEIGHT IS ABOUT 135 FEET.
 HE1128'
 HE1128'THE POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
 HE1128
 HE1128                          STATION RECOVERY (2005)
 HE1128
 HE1128'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1128'THE TANK IS PAINTED TAN AND HAS FORT SCOTT PAINTED IN BLUE LETTERS ON
 HE1128'THE WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1124 ***********************************************************************
 HE1124  DESIGNATION -  FORT SCOTT TALL MUN STANDPIPE
 HE1124  PID         -  HE1124
 HE1124  STATE/COUNTY-  KS/BOURBON
 HE1124  USGS QUAD   -  FORT SCOTT (1978)
 HE1124
 HE1124                         *CURRENT SURVEY CONTROL
 HE1124  ___________________________________________________________________
 HE1124* NAD 83(1997)-  37 49 49.16240(N)    094 42 58.36526(W)     ADJUSTED  
 HE1124* NAVD 88     -                                                        
 HE1124  ___________________________________________________________________
 HE1124  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HE1124  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HE1124
 HE1124  HORZ ORDER  -  THIRD
 HE1124
 HE1124.The horizontal coordinates were established by classical geodetic methods
 HE1124.and adjusted by the National Geodetic Survey in October 1998..
 HE1124
 HE1124
 HE1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1124
 HE1124.The geoid height was determined by GEOID03.
 HE1124
 HE1124;                    North         East     Units Scale Factor Converg.
 HE1124;SPC KS S     -   535,905.767   732,991.249   MT  0.99993707   +2 19 30.9
 HE1124;UTM  15      - 4,188,376.815   348,968.960   MT  0.99988095   -1 03 10.1
 HE1124
 HE1124                          SUPERSEDED SURVEY CONTROL
 HE1124
 HE1124  NAD 83(1997)-  37 49 49.16992(N)    094 42 58.36539(W) AD(       ) 4
 HE1124  NAD 83(1986)-  37 49 49.17245(N)    094 42 58.36176(W) AD(       ) 4
 HE1124  NAD 27      -  37 49 49.01400(N)    094 42 57.48900(W) AD(       ) 3
 HE1124
 HE1124.Superseded values are not recommended for survey control.
 HE1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1124.See file dsdata.txt to determine how the superseded data were derived.
 HE1124
 HE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4896988377(NAD 83)
 HE1124_MARKER: 52 = STANDPIPE TANK
 HE1124
 HE1124  HISTORY     - Date     Condition        Report By
 HE1124  HISTORY     - 1940     FIRST OBSERVED   CGS
 HE1124  HISTORY     - 1948     GOOD             CGS
 HE1124  HISTORY     - 20050803 GOOD             GEOCAC
 HE1124
 HE1124                          STATION DESCRIPTION
 HE1124
 HE1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE1124'STATION IS THE MUNICIPAL STANDPIPE LOCATED IN THE SW EDGE OF
 HE1124'FORT SCOTT, ON A HILL OPPOSITE T-INTERSECTION OF BURKE AND
 HE1124'9TH STREETS, AND JUST S OF A SMALLER STANDPIPE.
 HE1124'
 HE1124'STANDPIPE IS OF STEEL CONSTRUCTION, PAINTED GRAY, APPROXIMATELY
 HE1124'200 FEET HIGH AND IS ABOUT 10 FEET IN DIAMETER.
 HE1124
 HE1124                          STATION RECOVERY (1948)
 HE1124
 HE1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE1124'LOCATED AT THE WEST EDGE OF THE CITY ON HIGH GROUND, 90 FEET
 HE1124'WEST OF BURK STREET AND JUST EAST OF THE CITY WATER WORKS
 HE1124'BUILDINGS.  IT IS THE TALLER ONE OF TWO STANDPIPES AND IS
 HE1124'150 FEET SOUTH OF THE SHORT ONE.
 HE1124'
 HE1124'IT IS PAINTED WHITE AND THE TOP HAS A ROUNDED DESIGNED EDGE.
 HE1124'THE HEIGHT IS ABOUT 175 FEET.
 HE1124'
 HE1124'THE POINT OBSERVED UPON WAS THE APEX.
 HE1124'
 HE1124'PROBABLY THE SAME STATION AS FORT SCOTT, MUNICIPAL STANDPIPE,
 HE1124'1940.
 HE1124
 HE1124                          STATION RECOVERY (2005)
 HE1124
 HE1124'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1124'THIS STANDPIPE IS TO THE SOUTH OF A SMALL RED BRICK BUILDING. THE
 HE1124'SHORTER STANDPIPE DESCRIBED IN 1948 HAS BEEN REMOVED.
 HE1124' 
 HE1124' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0735 ***********************************************************************
 JG0735  DESIGNATION -  FOSSEY
 JG0735  PID         -  JG0735
 JG0735  STATE/COUNTY-  KS/RENO
 JG0735  USGS QUAD   -  YAGGY (1983)
 JG0735
 JG0735                         *CURRENT SURVEY CONTROL
 JG0735  ___________________________________________________________________
 JG0735* NAD 83(1997)-  38 05 11.20374(N)    098 05 12.89487(W)     ADJUSTED  
 JG0735* NAVD 88     -       490.     (meters)    1608.     (feet)  SCALED    
 JG0735  ___________________________________________________________________
 JG0735  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 JG0735  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 JG0735
 JG0735  HORZ ORDER  -  SECOND
 JG0735
 JG0735.The horizontal coordinates were established by classical geodetic methods
 JG0735.and adjusted by the National Geodetic Survey in October 1998..
 JG0735
 JG0735.The orthometric height was scaled from a topographic map.
 JG0735
 JG0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0735
 JG0735.The geoid height was determined by GEOID03.
 JG0735
 JG0735;                    North         East     Units Scale Factor Converg.
 JG0735;SPC KS S     -   557,654.910   436,237.335   MT  0.99994024   +0 15 13.9
 JG0735;UTM  14      - 4,215,799.987   580,073.025   MT  0.99967897   +0 33 47.8
 JG0735
 JG0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0735!SPC KS S     -   0.99992745  x   0.99994024  =   0.99986770
 JG0735!UTM  14      -   0.99992745  x   0.99967897  =   0.99960645
 JG0735
 JG0735:                Primary Azimuth Mark                     Grid Az
 JG0735:SPC KS S     -  NICKERSON MUNICIPAL TANK                 001 50 52.4
 JG0735:UTM  14      -  NICKERSON MUNICIPAL TANK                 001 32 18.5
 JG0735
 JG0735|---------------------------------------------------------------------|
 JG0735| PID    Reference Object                     Distance      Geod. Az  |
 JG0735|                                                           dddmmss.s |
 JG0735| JG0733 NICKERSON MUNICIPAL TANK            APPROX. 6.4 KM 0020606.3 |
 JG0735| JF1583 HUTCHINSON SW BELL MICROWAVE        APPROX.13.3 KM 0604306.5 |
 JG0735| JF1575 HUTCHINSON RAD STA KWHK MAST        APPROX.13.5 KM 0824256.4 |
 JG0735| JF1577 HUTCHINSON N MUN TANK               APPROX.12.4 KM 0881310.1 |
 JG0735| JF1571 HUTCHINSON E MUN TANK               APPROX.17.9 KM 0972721.9 |
 JG0735| JF1573 HUTCHINSON CAREY SALT CO STACK      APPROX.16.9 KM 1032102.5 |
 JG0735| JF1572 HUTCHINSON DETROITER MOBILE TK      APPROX.18.3 KM 1040834.1 |
 JG0735| JF1574 HUTCHINSON LETT ELEC RAD MST        APPROX.14.1 KM 1043119.7 |
 JG0735| JF1576 HUTCHINSON S MUN TANK               APPROX.13.8 KM 1064258.3 |
 JG0735| JF1566 HUTCHINSON MORTON SALT STACK        APPROX.12.7 KM 1134608.1 |
 JG0735| CK9628 FOSSEY RM 1                          26.098 METERS 21903     |
 JG0735| CK9627 FOSSEY AZ MK                                       2905838.8 |
 JG0735| CK9629 FOSSEY RM 2                          20.449 METERS 33340     |
 JG0735|---------------------------------------------------------------------|
 JG0735
 JG0735                          SUPERSEDED SURVEY CONTROL
 JG0735
 JG0735  NAD 83(1997)-  38 05 11.21202(N)    098 05 12.89531(W) AD(       ) 2
 JG0735  NAD 83(1986)-  38 05 11.21206(N)    098 05 12.89475(W) AD(       ) 2
 JG0735  NAD 27      -  38 05 11.17200(N)    098 05 11.68700(W) AD(       ) 2
 JG0735
 JG0735.Superseded values are not recommended for survey control.
 JG0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0735.See file dsdata.txt to determine how the superseded data were derived.
 JG0735
 JG0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8007315800(NAD 83)
 JG0735_MARKER: DS = TRIANGULATION STATION DISK
 JG0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0735
 JG0735  HISTORY     - Date     Condition        Report By
 JG0735  HISTORY     - 1953     MONUMENTED       CGS
 JG0735  HISTORY     - 1970     GOOD             NGS
 JG0735  HISTORY     - 1972     GOOD             NGS
 JG0735
 JG0735                          STATION DESCRIPTION
 JG0735
 JG0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0735'THE STATION IS IN SECTION 3, T 23 S, R 7 W, ABOUT 7 MILES
 JG0735'WEST-NORTHWEST OF HUTCHISON, 3.5 MILES SOUTH OF NICKERSON, 93 FEET
 JG0735'EAST OF THE CENTER OF A MACADAM ROAD, 30 FEET SOUTH OF THE CENTER
 JG0735'OF A GRAVELED ROAD AND 6 FEET EAST-NORTHEAST OF A WHITE 4 X 4
 JG0735'WITNESS POST.
 JG0735'
 JG0735'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NICKERSON, GO
 JG0735'SOUTH FOR 1 BLOCK TO WHERE STATE HIGHWAY 96 TURNS TO THE RIGHT,
 JG0735'CONTINUE STRAIGHT AHEAD SOUTHWEST THENCE SOUTH ON A MACADAM ROAD
 JG0735'FOR 3.8 MILES TO A CROSS ROAD AND THE STATION IN THE SOUTHEAST
 JG0735'ANGLE OF THIS INTERSECTION.
 JG0735'
 JG0735'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVELED
 JG0735'ROAD FOR 1 MILE TO A CROSS ROAD, TURN RIGHT (NORTH) AND GO FOR 0.3
 JG0735'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JG0735'
 JG0735'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FOSSEY
 JG0735'1953.
 JG0735'
 JG0735'REFERENCE MARK 1 IS 32 FEET EAST OF THE CENTER OF THE MACADAM
 JG0735'ROAD.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 JG0735'FOSSEY NO 1 1953.
 JG0735'
 JG0735'REFERENCE MARK 2 IS 36 FEET EAST OF A POWERLINE POLE, 28 FEET
 JG0735'NORTH OF THE GRAVELED ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.
 JG0735'THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED FOSSEY NO 2
 JG0735'1953.
 JG0735'
 JG0735'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 JG0735'15 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 10 FEET NORTHEAST
 JG0735'OF A 40-INCH COTTONWOOD TREE, 3 FEET NORTH OF A 4 X 4 WITNESS
 JG0735'POST AND 2 FEET NORTH OF A FENCE CORNER.  THE MARK PROJECTS 6
 JG0735'INCHES AND THE DISK IS STAMPED FOSSEY 1953.
 JG0735'
 JG0735'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JG0735
 JG0735                          STATION RECOVERY (1970)
 JG0735
 JG0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JG0735'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JG0735'RECOVERED.  REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JG0735'FOUND IN GOOD CONDITION.  THE STATION MARK WAS FOUND IN A TILTED
 JG0735'POSITION, THE SURFACE MARK WAS DUG UP, REPLUMBED WITH UNDERGROUND
 JG0735'MARK, PLACED IN THE PROPER POSITION AND REINFORCED.  THE DISTANCE
 JG0735'TO REFERENCE MARKS 1 AND 2 WERE FOUND TO BE IN ERROR.  DUE TO
 JG0735'THE ABOVE DISCREPANCIES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 JG0735'
 JG0735'THE STATION IS ABOUT 7 MILES WEST-NORTHWEST OF HUTCHINSON, 3.5
 JG0735'MILES SOUTH OF NICKERSON, 0.05 MILE NORTH OF MRS. AGNES FOSSEY
 JG0735'FARM HOUSE AND BUILDINGS, MRS AGNES FOSSEY OWNS PROPERTY, HER SON
 JG0735'MR. JOHNSON FOSSEY LIVES ON THE FARM AND GAVE PERMISSION.  IT IS
 JG0735'LOCATED IN THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF
 JG0735'SECTION 3, T 3 S, R 7 W.
 JG0735'
 JG0735'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NICKERSON, GO EAST
 JG0735'FOR 0.05 MILE TO STATE HIGHWAY 96, TURN RIGHT AND GO SOUTHERLY
 JG0735'FOR 0.2 MILE TO WHERE STATE HIGHWAY 96 TURNS TO THE RIGHT. CONTINUE
 JG0735'SOUTHERLY ON SURFACED ROAD FOR 3.8 MILES TO A GRAVELED CROSSROAD
 JG0735'AND THE STATION IN THE SOUTHEAST ANGLE OF INTERSECTION.  TO REACH
 JG0735'THE AZIMUTH MARK FROM GRAVELED CROSSROAD, GO WEST FOR 1.0 MILE
 JG0735'TO A GRAVELED CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.4 MILE
 JG0735'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JG0735'
 JG0735'STATION MARKS ARE STANDARD DISKS STAMPED FOSSEY 1953 1970,
 JG0735'(UNDERGROUND MARK STAMPED FOSSEY 1953).  THE SURFACE MARK IS SET
 JG0735'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 JG0735'FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET SOUTH OF THE
 JG0735'APPROXIMATE CENTER OF GRAVELED ROAD, 19 FEET EAST OF A POWER-LINE
 JG0735'POLE NUMBERED RPL, 3 DCI, 17.5 FEET NORTH OF A 14 INCH TREE.
 JG0735'THE UNDERGROUND MARK IS SET IN THE TOP OF A IRREGULAR MASS OF
 JG0735'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 JG0735'
 JG0735'REFERENCE MARK 1, A STANDARD DISK STAMPED FOSSEY NO 1 1953, IS
 JG0735'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JG0735'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET
 JG0735'EAST OF THE PAINTED CENTER LINE OF SURFACED ROAD, 4.5 FEET NORTH
 JG0735'OF A 16 INCH TREE, 1 FOOT WEST OF FENCE, APPROXIMATELY THE SAME
 JG0735'ELEVATION AS THE STATION.
 JG0735'
 JG0735'REFERENCE MARK 2, A STANDARD DISK STAMPED FOSSEY NO 2 1953, IS SET
 JG0735'IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 JG0735'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET EAST OF A
 JG0735'POWER-LINE POLE AND FENCE CORNER, 28 FEET NORTH OF APPROXIMATE
 JG0735'CENTER OF GRAVELED ROAD, 1 FOOT SOUTH OF A FENCE, AND
 JG0735'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.
 JG0735'
 JG0735'THE AZIMUTH MARK, A STANDARD DISK STAMPED FOSSEY 1953, IS SET
 JG0735'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JG0735'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET
 JG0735'WEST OF THE APPROXIMATE CENTER OF GRAVELED ROAD, 15 FEET SOUTH
 JG0735'OF AN ENTRANCE TO A FIELD, 10 FEET NORTHEAST OF A LARGE
 JG0735'COTTONWOOD TREE, 3 FEET NORTH OF A 4 X 4 WOODEN WITNESS POST, 2
 JG0735'FEET NORTH OF A FENCE CORNER.
 JG0735'
 JG0735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 JG0735'SOUTH OF NICKERSON.
 JG0735'
 JG0735'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 JG0735
 JG0735                          STATION RECOVERY (1972)
 JG0735
 JG0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JG0735'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 AND THE AZIMUTH
 JG0735'MARK WERE RECOVERED IN GOOD CONDITION.  A SHORTER MEASUREMENT OF
 JG0735'0.026 METERS WAS NOTED TO REFERENCE MARK NUMBER 2.  THIS DISTANCE
 JG0735'WAS DOUBLE CHECKED AND FOUND TO BE CORRECT.  THE DISTANCE FROM THE
 JG0735'POWERLINE POLE AND FENCE CORNER TO REFERENCE MARK NUMBER 2 WAS
 JG0735'FOUND TO BE 13.6 FEET INSTEAD OF 36.0 FEET.
 JG0735'
 JG0735'A METAL WITNESS POST WAS PLACED 1.5 FEET WEST-SOUTHWEST OF THE
 JG0735'AZIMUTH MARK.
 JG0735'
 JG0735'THE DECRIPTION TO REACH THE STATION WAS ADEQUATE.
 JG0735'
 JG0735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8.5 MILES
 JG0735'WEST-NORTHWEST OF HUTCHINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0789 ***********************************************************************
 KH0789  DESIGNATION -  FOSTER
 KH0789  PID         -  KH0789
 KH0789  STATE/COUNTY-  KS/THOMAS
 KH0789  USGS QUAD   -  BRETON (1979)
 KH0789
 KH0789                         *CURRENT SURVEY CONTROL
 KH0789  ___________________________________________________________________
 KH0789* NAD 83(1997)-  39 26 59.63670(N)    100 48 50.45975(W)     ADJUSTED  
 KH0789* NAVD 88     -       920.     (meters)    3018.     (feet)  SCALED    
 KH0789  ___________________________________________________________________
 KH0789  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 KH0789  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KH0789
 KH0789  HORZ ORDER  -  THIRD
 KH0789
 KH0789.The horizontal coordinates were established by classical geodetic methods
 KH0789.and adjusted by the National Geodetic Survey in October 1998..
 KH0789
 KH0789.The orthometric height was scaled from a topographic map.
 KH0789
 KH0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0789
 KH0789.The geoid height was determined by GEOID03.
 KH0789
 KH0789;                    North         East     Units Scale Factor Converg.
 KH0789;SPC KS N     -   127,715.808   157,831.103   MT  0.99996288   -1 46 49.7
 KH0789;UTM  14      - 4,368,274.582   343,915.647   MT  0.99989996   -1 09 10.3
 KH0789
 KH0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0789!SPC KS N     -   0.99985949  x   0.99996288  =   0.99982238
 KH0789!UTM  14      -   0.99985949  x   0.99989996  =   0.99975947
 KH0789
 KH0789:                Primary Azimuth Mark                     Grid Az
 KH0789:SPC KS N     -  REXFORD MUNICIPAL TANK                   070 43 58.1
 KH0789:UTM  14      -  REXFORD MUNICIPAL TANK                   070 06 18.7
 KH0789
 KH0789|---------------------------------------------------------------------|
 KH0789| PID    Reference Object                     Distance      Geod. Az  |
 KH0789|                                                           dddmmss.s |
 KH0789| KH0777 REXFORD MUNICIPAL TANK              APPROX. 6.4 KM 0685708.4 |
 KH0789| CN9324 FOSTER RM 1                          32.429 METERS 16104     |
 KH0789| CN9323 FOSTER AZ MK                                       1945130.0 |
 KH0789| KH0210 Z 153                                33.888 METERS 25521     |
 KH0789|---------------------------------------------------------------------|
 KH0789
 KH0789                          SUPERSEDED SURVEY CONTROL
 KH0789
 KH0789  NAD 83(1986)-  39 26 59.63972(N)    100 48 50.46267(W) AD(       ) 3
 KH0789  NAD 27      -  39 26 59.62700(N)    100 48 48.92000(W) AD(       ) 3
 KH0789
 KH0789.Superseded values are not recommended for survey control.
 KH0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0789.See file dsdata.txt to determine how the superseded data were derived.
 KH0789
 KH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4391668275(NAD 83)
 KH0789_MARKER: DS = TRIANGULATION STATION DISK
 KH0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0789
 KH0789  HISTORY     - Date     Condition        Report By
 KH0789  HISTORY     - 1950     MONUMENTED       CGS
 KH0789  HISTORY     - 1963     GOOD             CGS
 KH0789
 KH0789                          STATION DESCRIPTION
 KH0789
 KH0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0789'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF GEM,
 KH0789'4.0 MILES WEST-SOUTHWEST OF REXFORD AND 0.1 MILE EAST OF THE
 KH0789'FOSTER FARMS GRAIN ELEVATOR.  IT IS JUST NORTH OF THE POINT
 KH0789'WHERE U.S. HIGHWAY NO. 83 AND U.S. HIGHWAY NO. 383 TURNS
 KH0789'TO THE SOUTH, 49.0 FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO,
 KH0789'ROCK ISLAND AND PACIFIC RAILROAD, 36.0 FEET EAST OF THE CENTER
 KH0789'OF A GRAVELED ROAD, 27.0 FEET NORTH OF THE CENTER OF A GRAVELED
 KH0789'ROAD, 6.0 FEET SOUTHEAST OF A TRIANGULAR BLAZED TELEPHONE
 KH0789'POLE AND 5.0 FEET SOUTHEAST OF A WITNESS POST.  IT PROJECTS 4
 KH0789'INCHES AND IS STAMPED FOSTER 1950.
 KH0789'
 KH0789'REFERENCE MARK NO. 1 IS LOCATED ACROSS THE HIGHWAY FROM THE
 KH0789'STATION NEAR THE NORTH EDGE OF A CULTIVATED FIELD, 30.0
 KH0789'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 83 AND U.S.
 KH0789'HIGHWAY NO. 383 AND 15.0 FEET WEST OF THE CENTER OF A GATE
 KH0789'INTO A FIELD.  IT PROJECTS 6 INCHES AND IS STAMPED FOSTER
 KH0789'NO 1 1950.
 KH0789'
 KH0789'REFERENCE MARK NO. 2 IS A STANDARD U.S.C. AND G.S. BENCH
 KH0789'MARK DISK SET IN AN EIGHT INCH CYLINDRICAL CONCRETE POST
 KH0789'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 41.5 FEET SOUTH
 KH0789'OF THE NORTH RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0789'RAILROAD, 35.5 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND
 KH0789'3.5 FEET NORTH-NORTHEAST OF A TELEPHONE POLE.  IT IS STAMPED
 KH0789'Z 153.
 KH0789'
 KH0789'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 KH0789'MARK NO. 2 BENCH MARK Z 153 IS 159.50 FEET.
 KH0789'
 KH0789'THE AZIMUTH MARK IS 29.0 FEET NORTH OF THE CENTER OF U.S.
 KH0789'HIGHWAY NO. 83 AND U.S. HIGHWAY NO. 383, 2.0 FEET EAST OF
 KH0789'A WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS
 KH0789'6 INCHES AND IS STAMPED FOSTER 1950.
 KH0789'
 KH0789'TO REACH THE STATION FROM THE POST OFFICE IN REXFORD, GO
 KH0789'SOUTH AND WEST ON U.S. HIGHWAY NO. 83 AND U.S. HIGHWAY NO.
 KH0789'383 FOR 5.0 MILES TO WHERE THE HIGHWAYS TURN SHARP LEFT JUST
 KH0789'BEFORE REACHING THE FOSTER FARMS ELEVATOR AT A CROSSROAD AND
 KH0789'THE STATION ON THE RIGHT AS DESCRIBED.
 KH0789'
 KH0789'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH AND
 KH0789'WEST ON U.S. HIGHWAY NO. 83 AND U.S. HIGHWAY NO. 383 FOR 1.0
 KH0789'MILE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KH0789
 KH0789                          STATION RECOVERY (1963)
 KH0789
 KH0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KH0789'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KH0789'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0788 ***********************************************************************
 KH0788  DESIGNATION -  FOSTER FARMS ELEVATOR
 KH0788  PID         -  KH0788
 KH0788  STATE/COUNTY-  KS/THOMAS
 KH0788  USGS QUAD   -  BRETON (1979)
 KH0788
 KH0788                         *CURRENT SURVEY CONTROL
 KH0788  ___________________________________________________________________
 KH0788* NAD 83(1997)-  39 26 56.59307(N)    100 49 01.33891(W)     ADJUSTED  
 KH0788* NAVD 88     -                                                        
 KH0788  ___________________________________________________________________
 KH0788  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 KH0788  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KH0788
 KH0788  HORZ ORDER  -  THIRD
 KH0788
 KH0788.The horizontal coordinates were established by classical geodetic methods
 KH0788.and adjusted by the National Geodetic Survey in October 1998..
 KH0788
 KH0788
 KH0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0788
 KH0788.The geoid height was determined by GEOID03.
 KH0788
 KH0788;                    North         East     Units Scale Factor Converg.
 KH0788;SPC KS N     -   127,630.077   157,568.201   MT  0.99996283   -1 46 56.6
 KH0788;UTM  14      - 4,368,185.982   343,653.716   MT  0.99990097   -1 09 17.2
 KH0788
 KH0788                          SUPERSEDED SURVEY CONTROL
 KH0788
 KH0788  NAD 83(1986)-  39 26 56.59577(N)    100 49 01.34129(W) AD(       ) 4
 KH0788  NAD 27      -  39 26 56.58000(N)    100 48 59.79900(W) AD(       ) 3
 KH0788
 KH0788.Superseded values are not recommended for survey control.
 KH0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0788.See file dsdata.txt to determine how the superseded data were derived.
 KH0788
 KH0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4365468186(NAD 83)
 KH0788_MARKER: 65 = GRAIN ELEVATOR
 KH0788
 KH0788  HISTORY     - Date     Condition        Report By
 KH0788  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0788
 KH0788                          STATION DESCRIPTION
 KH0788
 KH0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0788'THE STATION IS LOCATED 0.1 MILE WEST OF A 90 DEGREE TURN IN THE
 KH0788'U.S. HIGHWAY 83 AND 383, THIS POINT BEING ABOUT 1/2 WAY BETWEEN
 KH0788'THE TOWNS OF REXFORD AND GEM.
 KH0788'
 KH0788'IT IS A LARGE CONCRETE ELEVATOR AND HAS AN OVER ALL HEIGHT OF
 KH0788'APPROXIMATELY 150 FEET.
 KH0788'
 KH0788'THE TOP AND CENTER OF ELEVATOR WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1047 ***********************************************************************
 KF1047  DESIGNATION -  FOSTOR
 KF1047  PID         -  KF1047
 KF1047  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1047  USGS QUAD   -  OLSBURG (1983)
 KF1047
 KF1047                         *CURRENT SURVEY CONTROL
 KF1047  ___________________________________________________________________
 KF1047* NAD 83(1997)-  39 26 09.51614(N)    096 32 47.79924(W)     ADJUSTED  
 KF1047* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 KF1047  ___________________________________________________________________
 KF1047  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 KF1047  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 KF1047
 KF1047  HORZ ORDER  -  SECOND
 KF1047
 KF1047.The horizontal coordinates were established by classical geodetic methods
 KF1047.and adjusted by the National Geodetic Survey in October 1998..
 KF1047
 KF1047.The orthometric height was scaled from a topographic map.
 KF1047
 KF1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1047
 KF1047.The geoid height was determined by GEOID03.
 KF1047
 KF1047;                    North         East     Units Scale Factor Converg.
 KF1047;SPC KS N     -   123,411.195   525,115.460   MT  0.99996206   +0 55 10.5
 KF1047;UTM  14      - 4,368,031.730   711,145.962   MT  1.00014894   +1 33 32.4
 KF1047
 KF1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1047!SPC KS N     -   0.99993402  x   0.99996206  =   0.99989609
 KF1047!UTM  14      -   0.99993402  x   1.00014894  =   1.00008295
 KF1047
 KF1047:                Primary Azimuth Mark                     Grid Az
 KF1047:SPC KS N     -  BLAINE ST COLUMKILLES CHURCH             058 52 26.0
 KF1047:UTM  14      -  BLAINE ST COLUMKILLES CHURCH             058 14 04.1
 KF1047
 KF1047|---------------------------------------------------------------------|
 KF1047| PID    Reference Object                     Distance      Geod. Az  |
 KF1047|                                                           dddmmss.s |
 KF1047| KF1046 BLAINE ST COLUMKILLES CHURCH        APPROX.14.1 KM 0594736.5 |
 KF1047| KF1049 FOSTORIA HIGH SCH BLDG CHIMNEY      APPROX. 3.4 KM 0861247.8 |
 KF1047| CL6537 FOSTOR AZ MK                                       1113621.4 |
 KF1047| CL6538 FOSTOR AZ MK RESET                                 1115029.0 |
 KF1047| KF1045 WESTMORELAND MUNICIPAL TANK         APPROX.12.0 KM 1115347.5 |
 KF1047| CL6539 FOSTOR RM 1                          23.158 METERS 11752     |
 KF1047| CL6540 FOSTOR RM 2                          18.550 METERS 23915     |
 KF1047| KF1048 OLSBURG GRADE SCH BLDG TOWER        APPROX. 6.1 KM 2622354.5 |
 KF1047|---------------------------------------------------------------------|
 KF1047
 KF1047                          SUPERSEDED SURVEY CONTROL
 KF1047
 KF1047  NAD 83(1997)-  39 26 09.52146(N)    096 32 47.79693(W) AD(       ) 2
 KF1047  NAD 83(1986)-  39 26 09.52247(N)    096 32 47.79607(W) AD(       ) 2
 KF1047  NAD 27      -  39 26 09.53500(N)    096 32 46.77400(W) AD(       ) 2
 KF1047
 KF1047.Superseded values are not recommended for survey control.
 KF1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1047.See file dsdata.txt to determine how the superseded data were derived.
 KF1047
 KF1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1114668032(NAD 83)
 KF1047_MARKER: DS = TRIANGULATION STATION DISK
 KF1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1047
 KF1047  HISTORY     - Date     Condition        Report By
 KF1047  HISTORY     - 1947     MONUMENTED       CGS
 KF1047  HISTORY     - 1963     GOOD             CGS
 KF1047  HISTORY     - 1965     GOOD             CGS
 KF1047  HISTORY     - 1966     GOOD             CGS
 KF1047
 KF1047                          STATION DESCRIPTION
 KF1047
 KF1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1047'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF THE VILLAGE OF
 KF1047'FOSTORIA AND 4.5 MILES EAST OF THE VILLAGE OF OLSBURG IN THE
 KF1047'SOUTHEAST CORNER OF A SMALL PUBLIC SCHOOL YARD.  IT IS 120 FEET
 KF1047'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 58
 KF1047'FEET NORTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD AND
 KF1047'40 FEET NORTH OF GATE INTO SCHOOL YARD.  IT IS STAMPED FOSTOR
 KF1047'1947 AND SET FLUSH WITH THE GROUND SURFACE.
 KF1047'
 KF1047'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 24 FEET NORTH OF
 KF1047'THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 30 FEET EAST OF THE
 KF1047'EAST END OF THE GATE AND 1 FOOT NORTH OF THE FENCE LINE.  IT
 KF1047'IS STAMPED FOSTOR NO 1 1947 AND PROJECTS 6 INCHES.
 KF1047'
 KF1047'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 24 FEET NORTH OF
 KF1047'THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 1 FOOT NORTH OF
 KF1047'FENCE LINE AND 1 FOOT WEST OF WITNESS POST.  IT IS STAMPED
 KF1047'FOSTOR NO 2 1947 AND PROJECTS 6 INCHES.
 KF1047'
 KF1047'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION, 20
 KF1047'FEET WEST OF THE CENTER OF STATE ROUTE 16, 2 FEET NORTH OF WITNESS
 KF1047'POST SET IN OLD FENCE LINE.  IT IS STAMPED FOSTOR 1947 AND PROJECTS
 KF1047'6 INCHES.  TO REACH FROM THE STATION, GO EAST ON DIRT ROAD FOR
 KF1047'0.4 MILE TO THE JUNCTION WITH STATE ROUTE 16, TURN RIGHT AND GO
 KF1047'SOUTH ON 16 FOR 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 KF1047'
 KF1047'TO REACH THE STATION FROM THE POST OFFICE IN FOSTORIA, GO
 KF1047'SOUTH ON STATE ROUTE 16 FOR 0.3 MILE TO A FORK, BEAR RIGHT
 KF1047'STRAIGHT AHEAD ON 16 FOR 1.6 MILES TO CROSS ROADS, CONTINUE
 KF1047'STRAIGHT AHEAD ON SECTION LINE ROAD FOR 0.4 MILE TO A SMALL
 KF1047'SCHOOL HOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 KF1047'
 KF1047'A 74 FOOT SIGNAL AT STATION WESTMORELAND IS V.G.
 KF1047'
 KF1047'A 47 FOOT SIGNAL AT STATION ROESENER IS VISIBLE AT 37 FEET.
 KF1047'
 KF1047'A 74 FOOT SIGNAL AT STATION KEATS IS V.G.
 KF1047'
 KF1047'A 74 FOOT SIGNAL AT STATION WALSBURG IS V.G.
 KF1047'
 KF1047'A 74 FOOT SIGNAL AT STATION OLES IS V.G.
 KF1047'
 KF1047'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1047
 KF1047                          STATION RECOVERY (1963)
 KF1047
 KF1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF1047'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF1047'FOUND AS DESCRIBED, EXCEPT THE AZIMUTH MARK WHICH COULD NOT BE
 KF1047'RECOVERED.  IT IS FELT THAT THE AZIMUTH MARK HAS BEEN DESTROYED
 KF1047'WHEN THE SHOULDERS FOR THIS HIGHWAY WERE WIDENED.  FOLLOW OLD
 KF1047'STATE HIGHWAY 16 WHEN GOING TO THIS STATION.  A NEW STEEL POST
 KF1047'WITH A SIGN WAS PLACED 1 FOOT NORTH OF THE STATION MARK WHICH IS
 KF1047'FLUSH AND IS 119 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 KF1047'ABANDONED SCHOOL HOUSE.
 KF1047
 KF1047                          STATION RECOVERY (1965)
 KF1047
 KF1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1047'THE OLD SCHOOLHOUSE IS BEING TORN DOWN.  STATION MARK RECOVERED
 KF1047'AND FOUND TO BE IN GOOD CONDITION, IT IS 58 FEET NORTH OF CENTER
 KF1047'LINE OF ROAD, 40 FEET NORTH OF THE OLD GATE, 90 FEET EAST-NORTHEAST
 KF1047'OF A POWER LINE POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST
 KF1047'AND SIGN, IT IS FLUSH WITH THE GROUND.
 KF1047'
 KF1047'REFERENCE MARK NO. 1 RECOVERED AS PREVIOUSLY DESCRIBED AND IS IN
 KF1047'GOOD CONDITION.
 KF1047'
 KF1047'REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED AND IS IN GOOD
 KF1047'CONDITION, IT IS 32 FEET EAST OF A POWER LINE POLE.
 KF1047'
 KF1047'AZIMUTH MARK, HAS BEEN DESTROYED, THE 20 FOOT MEASUREMENT FROM
 KF1047'THE CENTER OF THE ROAD PLACES ITS LOCATION NOW ON THE SLOPE OF THE
 KF1047'GRADED BANK.
 KF1047'
 KF1047'THE ORIGINAL DESCRIPTION TO REACH IS CORRECT, EXCEPT THIS IS NOT
 KF1047'THE OLD HIGHWAY.
 KF1047
 KF1047                          STATION RECOVERY (1966)
 KF1047
 KF1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1047'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN GOOD
 KF1047'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND WAS PRESUMED TO
 KF1047'HAVE BEEN DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED.  THE
 KF1047'SCHOOL HOUSE HAS BEEN TORN DOWN BUT THE CONCRETE FOUNDATION
 KF1047'REMAINS.
 KF1047'
 KF1047'TO REACH FROM FOSTORIA, FROM THE POST OFFICE, GO NORTH AND NORTHWEST
 KF1047'FOR 0.25 MILE TO CROSSROADS AND JUNCTION WITH STATE HIGHWAY 16,
 KF1047'TURN LEFT AND GO SOUTHWEST AND SOUTH ON ROUTE 16 FOR 0.95 MILE
 KF1047'TO CROSSROADS, TURN RIGHT AND GO WEST ON OLD SURFACED ROAD FOR
 KF1047'1.0 MILE TO CROSSROADS, CONTINUE WEST FOR 0.45 MILE TO STATION ON
 KF1047'ON THE RIGHT.
 KF1047'
 KF1047'THE STATION MARK IS 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 KF1047'THE OLD CONCRETE FOUNDATION, 58 FEET NORTH OF THE CENTERLINE
 KF1047'OF THE GRAVELED ROAD, 40 FEET NORTH OF THE CENTER OF A WIRE GATE,
 KF1047'14 FEET WEST OF THE CENTERLINE OF A FIELD ROAD AND 1 FOOT SOUTH OF
 KF1047'A METAL WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND.
 KF1047'
 KF1047'R.M. NO. 1 IS 49 FEET EAST OF THE CENTER OF A WIRE GATE, 22
 KF1047'FEET NORTH OF CENTER OF GRAVEL ROAD AND 1 FOOT NORTH OF AN OLD
 KF1047'EAST-WEST FENCE.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 KF1047'STAMPED FOSTOR NO 1 1947.
 KF1047'
 KF1047'R.M. NO. 2, 31.5 FEET EAST-NORTHEAST OF A POWERLINE POLE, 26 FEET
 KF1047'NORTH OF THE CENTER OF A GRAVEL ROAD AND 6 FEET NORTH OF AN OLD
 KF1047'FENCE LINE.  MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 KF1047'FOSTOR NO 2 1947.
 KF1047'
 KF1047'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTERLINE OF THE ROAD,
 KF1047'11 FEET SOUTH OF THE CENTER OF A WIRE GATE, 10 FEET NORTH-NORTHWEST
 KF1047'OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST,
 KF1047'1 FOOT SOUTHWEST OF A FENCE POST AND 0.5 FOOT WEST OF A FENCE.
 KF1047'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FOSTOR 1947
 KF1047'RESET 1966.
 KF1047'
 KF1047'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.45 MILE
 KF1047'TO CROSSROADS, TURN RIGHT AND GO SOUTH FOR 0.15 MILE TO MARK ON
 KF1047'RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1049 ***********************************************************************
 KF1049  DESIGNATION -  FOSTORIA HIGH SCH BLDG CHIMNEY
 KF1049  PID         -  KF1049
 KF1049  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1049  USGS QUAD   -  OLSBURG (1983)
 KF1049
 KF1049                         *CURRENT SURVEY CONTROL
 KF1049  ___________________________________________________________________
 KF1049* NAD 83(1997)-  39 26 16.71817(N)    096 30 27.00962(W)     ADJUSTED  
 KF1049* NAVD 88     -                                                        
 KF1049  ___________________________________________________________________
 KF1049  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 KF1049  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 KF1049
 KF1049  HORZ ORDER  -  THIRD
 KF1049
 KF1049.The horizontal coordinates were established by classical geodetic methods
 KF1049.and adjusted by the National Geodetic Survey in October 1998..
 KF1049
 KF1049
 KF1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1049
 KF1049.The geoid height was determined by GEOID03.
 KF1049
 KF1049;                    North         East     Units Scale Factor Converg.
 KF1049;SPC KS N     -   123,688.027   528,478.143   MT  0.99996218   +0 56 39.6
 KF1049;UTM  14      - 4,368,346.140   714,506.002   MT  1.00016655   +1 35 02.2
 KF1049
 KF1049                          SUPERSEDED SURVEY CONTROL
 KF1049
 KF1049  NAD 83(1997)-  39 26 16.72345(N)    096 30 27.00860(W) AD(       ) 4
 KF1049  NAD 83(1986)-  39 26 16.72421(N)    096 30 27.00630(W) AD(       ) 4
 KF1049  NAD 27      -  39 26 16.74000(N)    096 30 25.96000(W) AD(       ) 3
 KF1049
 KF1049.Superseded values are not recommended for survey control.
 KF1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1049.See file dsdata.txt to determine how the superseded data were derived.
 KF1049
 KF1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1450668346(NAD 83)
 KF1049_MARKER: 85 = CHIMNEY
 KF1049
 KF1049  HISTORY     - Date     Condition        Report By
 KF1049  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1049  HISTORY     - 1965     GOOD             CGS
 KF1049
 KF1049                          STATION DESCRIPTION
 KF1049
 KF1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1049'LOCATED AT THE SOUTH EDGE OF FOSTORIA ON STATE ROUTE 16.
 KF1049'IT IS A BRICK BUILDING WITH A CHIMNEY ON TOP OF THE NORTHEAST
 KF1049'CORNER.  THE HEIGHT OVER-ALL IS APPROXIMATELY 40 FEET.  THE
 KF1049'NORTHEAST CORNER OF THE BUILDING IS 77 FEET SOUTH OF THE
 KF1049'CENTER OF AN EAST-WEST DIRT ROAD AND 169 FEET EAST OF THE
 KF1049'CENTER OF STATE ROUTE 16.
 KF1049'
 KF1049'THE POINT INTERSECTED WAS THE TOP OF THE CHIMNEY.
 KF1049
 KF1049                          STATION RECOVERY (1965)
 KF1049
 KF1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1049'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0883 ***********************************************************************
 HH0883  DESIGNATION -  FOUND
 HH0883  PID         -  HH0883
 HH0883  STATE/COUNTY-  KS/GRAY
 HH0883  USGS QUAD   -  ENSIGN (1969)
 HH0883
 HH0883                         *CURRENT SURVEY CONTROL
 HH0883  ___________________________________________________________________
 HH0883* NAD 83(1997)-  37 44 14.74169(N)    100 14 46.96280(W)     ADJUSTED  
 HH0883* NAVD 88     -       812.     (meters)    2664.     (feet)  SCALED    
 HH0883  ___________________________________________________________________
 HH0883  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 HH0883  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 HH0883
 HH0883  HORZ ORDER  -  SECOND
 HH0883
 HH0883.The horizontal coordinates were established by classical geodetic methods
 HH0883.and adjusted by the National Geodetic Survey in October 1998..
 HH0883
 HH0883.The orthometric height was scaled from a topographic map.
 HH0883
 HH0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0883
 HH0883.The geoid height was determined by GEOID03.
 HH0883
 HH0883;                    North         East     Units Scale Factor Converg.
 HH0883;SPC KS S     -   520,279.484   246,084.090   MT  0.99994084   -1 04 23.5
 HH0883;UTM  14      - 4,177,413.929   390,180.084   MT  0.99974855   -0 45 46.5
 HH0883
 HH0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0883!SPC KS S     -   0.99987661  x   0.99994084  =   0.99981746
 HH0883!UTM  14      -   0.99987661  x   0.99974855  =   0.99962520
 HH0883
 HH0883:                Primary Azimuth Mark                     Grid Az
 HH0883:SPC KS S     -  DODGE CITY MICROWAVE KAS 51              032 27 04.5
 HH0883:UTM  14      -  DODGE CITY MICROWAVE KAS 51              032 08 27.5
 HH0883
 HH0883|---------------------------------------------------------------------|
 HH0883| PID    Reference Object                     Distance      Geod. Az  |
 HH0883|                                                           dddmmss.s |
 HH0883| HH0868 DODGE CITY MICROWAVE KAS 51         APPROX.11.5 KM 0312241.0 |
 HH0883| HH0867 HOWELL DODGE CITY CO OP ELEV        APPROX. 7.8 KM 0504303.8 |
 HH0883| CK9630 FOUND AZ MK                                        0924355.0 |
 HH0883| CK9631 FOUND RM 1                           29.427 METERS 17010     |
 HH0883| CK9632 FOUND RM 2                                         23910     |
 HH0883| HH0894 CIMARRON CO OP GRAIN ELEVATOR       APPROX.11.7 KM 3101508.2 |
 HH0883| HH0895 CIMARRON MUN STANDPIPE              APPROX.12.6 KM 3144743.0 |
 HH0883|---------------------------------------------------------------------|
 HH0883
 HH0883                          SUPERSEDED SURVEY CONTROL
 HH0883
 HH0883  NAD 83(1997)-  37 44 14.74863(N)    100 14 46.96194(W) AD(       ) 2
 HH0883  NAD 83(1986)-  37 44 14.74478(N)    100 14 46.96338(W) AD(       ) 2
 HH0883  NAD 27      -  37 44 14.66646(N)    100 14 45.45386(W) AD(       ) 2
 HH0883
 HH0883.Superseded values are not recommended for survey control.
 HH0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0883.See file dsdata.txt to determine how the superseded data were derived.
 HH0883
 HH0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG9018077414(NAD 83)
 HH0883_MARKER: DS = TRIANGULATION STATION DISK
 HH0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0883+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 HH0883
 HH0883  HISTORY     - Date     Condition        Report By
 HH0883  HISTORY     - 1961     MONUMENTED       CGS
 HH0883  HISTORY     - 20050425 GOOD             KSDT
 HH0883
 HH0883                          STATION DESCRIPTION
 HH0883
 HH0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0883'THE STATION IS ON A LOW SANDY HILL, APPROXIMATELY 7 MILES SOUTHEAST
 HH0883'OF CIMARRON, 6 MILES NORTH OF ENSIGN, IN THE SOUTHWEST QUARTER OF
 HH0883'SECTION 35, T 26 S, R 27 W, AND AT THE SITE OF A NUMBER OF OLD
 HH0883'CONCRETE FOUNDATIONS.
 HH0883'
 HH0883'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 56,
 HH0883'ON THE SOUTH EDGE OF DODGE CITY, GO NORTH ON HIGHWAYS 283 AND 56 FOR
 HH0883'0.15 MILE TO BEESON ROAD.  TURN LEFT, WEST ON BEESON RAOD FOR 0.55
 HH0883'MILE TO 14TH. STREET.  CONTINUE WEST ON BEESON RAOD FOR 1 MILE TO
 HH0883'THE END OF THE BLCKTOP.  CONTUNE WEST ON A GRADED ROAD FOR 6.8 MILES
 HH0883'TO A CROSSROAD.  CONTINUE WEST ON THE GRADED ROAD FOR 3 MILES TO
 HH0883'WHERE A ROAD BEARS LEFT APPROXIMATELY 200 FEET BEFORE REACHING A
 HH0883'CROSSROAD.  (THE AZIMUTH MARK IS NEAR THE EAST END OF THE TRIANGLE
 HH0883'PLOT OF GROUND FORMED BY THE ROADS).  CONTINUE WEST FOR
 HH0883'APPROXIMATELY 200 FEET TO THE CROSSROAD.  CONTINUE WEST ON THE GRADED
 HH0883'ROAD FOR 0.7 MILE TO THE CREST OF A LOW HILL AND THE STATION ON THE
 HH0883'RIGHT.
 HH0883'
 HH0883'STATION MARKS ARE STANDARD DISKS STAMPED FOUND 1961.  THE SURFACE
 HH0883'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HH0883'IS 132.5 FEET NORTH OF THE CENTER OF THE GRADED ROAD, 49.5 FEET
 HH0883'SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION OF AN OLD
 HH0883'STORM CELLAR, 22 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD
 HH0883'CONCRETE STEP AND 2 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 HH0883'UNDERGROUND DISK IS SET IN AN IRREGUALR MASS OF CONCRETE 42
 HH0883'INCHES BELOW THE SURFACE OF THE GROUND.
 HH0883'
 HH0883'REFERENCE MARKS NO. 1, A STANDARD DISK STAMPED FOUND NO 1 1961, IS
 HH0883'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 37 FEET
 HH0883'NORTH OF THE CENTER OF THE GRADED ROAD AND 1 FOOT NORTH OF A
 HH0883'FENCE.
 HH0883'
 HH0883'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FOUND NO 2 1961, IS
 HH0883'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 36
 HH0883'FEET NORTH OF THE CENTER OF THE GRADED ROAD AND 1 FOOT NORTH OF THE
 HH0883'FENCE.
 HH0883'
 HH0883'AZIMUTH MARK, A STANDARD DISK STAMPED FOUND 1961, IS SET IN A SQUARE
 HH0883'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 61 FEET SOUTHWEST OF
 HH0883'THE EAST EDGE OF THE GRASSY TIRANGLE PLOT FORMED BY THE ROADS, 45.5
 HH0883'FEET SOUTH OF THE CENTER OF THE GRADED ROAD, 23.5 FEET NORTHWEST OF
 HH0883'THE CENTER OF A GRADED ROAD, 2 FEET SOUTH OF A TELEPHONE POLE AND
 HH0883'2 FEET WEST OF A METAL WITNESS POST.
 HH0883'
 HH0883'NOTE-- REFERENCE MARK NO. 1 WAS MEASURED WITH 5 KG. TAPE TENSION.
 HH0883'
 HH0883'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0883
 HH0883                          STATION RECOVERY (2005)
 HH0883
 HH0883'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2005
 HH0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0700 ***********************************************************************
 JH0700  DESIGNATION -  FOUR
 JH0700  PID         -  JH0700
 JH0700  STATE/COUNTY-  KS/LANE
 JH0700  USGS QUAD   -  DIGHTON SW (1974)
 JH0700
 JH0700                         *CURRENT SURVEY CONTROL
 JH0700  ___________________________________________________________________
 JH0700* NAD 83(1997)-  38 17 33.66422(N)    100 27 54.64774(W)     ADJUSTED  
 JH0700* NAVD 88     -       864.0    (meters)    2835.     (feet)  VERTCON   
 JH0700  ___________________________________________________________________
 JH0700  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 JH0700  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 JH0700
 JH0700  HORZ ORDER  -  THIRD
 JH0700  VERT ORDER  -  THIRD ? (See Below)
 JH0700
 JH0700.The horizontal coordinates were established by classical geodetic methods
 JH0700.and adjusted by the National Geodetic Survey in October 1998..
 JH0700
 JH0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0700.The vertical order pertains to the NGVD 29 superseded value.
 JH0700
 JH0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0700
 JH0700.The geoid height was determined by GEOID03.
 JH0700
 JH0700;                    North         East     Units Scale Factor Converg.
 JH0700;SPC KS S     -   582,277.651   228,101.749   MT  0.99995729   -1 12 27.6
 JH0700;UTM  14      - 4,239,305.113   371,870.789   MT  0.99980218   -0 54 29.0
 JH0700
 JH0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0700!SPC KS S     -   0.99986844  x   0.99995729  =   0.99982574
 JH0700!UTM  14      -   0.99986844  x   0.99980218  =   0.99967065
 JH0700
 JH0700|---------------------------------------------------------------------|
 JH0700| PID    Reference Object                     Distance      Geod. Az  |
 JH0700|                                                           dddmmss.s |
 JH0700| CK9633 FOUR RM 1                            29.966 METERS 09234     |
 JH0700| JH0699 SMID                                APPROX. 7.4 KM 1192436.8 |
 JH0700| CK9634 FOUR RM 2                            31.346 METERS 18023     |
 JH0700|---------------------------------------------------------------------|
 JH0700
 JH0700                          SUPERSEDED SURVEY CONTROL
 JH0700
 JH0700  NAD 83(1986)-  38 17 33.66877(N)    100 27 54.64717(W) AD(       ) 3
 JH0700  NAD 27      -  38 17 33.60284(N)    100 27 53.13468(W) AD(       ) 3
 JH0700  NGVD 29 (07/19/86)  863.7    (m)         2834.     (f) LEVELING    3  
 JH0700
 JH0700.Superseded values are not recommended for survey control.
 JH0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0700.See file dsdata.txt to determine how the superseded data were derived.
 JH0700
 JH0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH7187139305(NAD 83)
 JH0700_MARKER: DS = TRIANGULATION STATION DISK
 JH0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0700
 JH0700  HISTORY     - Date     Condition        Report By
 JH0700  HISTORY     - 1963     MONUMENTED       CGS
 JH0700
 JH0700                          STATION DESCRIPTION
 JH0700
 JH0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0700'THE STATION IS 13 MILES SOUTH OF DIGHTON, 2 MILES NORTH OF THE
 JH0700'LANE-FINNEY COUNTY LINE, IN THE SOUTHEAST CORNER OF SECTION 24, T 20
 JH0700'S, R 29 W, AND ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 23.
 JH0700'
 JH0700'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JH0700'HIGHWAY 23 IN CIMARRON, GO NORTH ON HIGHWAY 23 FOR 17.5 MILES TO A
 JH0700'CROSSROAD AND THE INTERSECTION OF U.S. HIGHWAY 156.  TURN LEFT AND
 JH0700'GO WEST ON HIGHWAYS 156 AND 23 FOR 6.0 MILES TO A CROSSROAD WHERE
 JH0700'HIGHWAY 23 TURNS RIGHT.  TURN RIGHT AND GO NORTH ON HIGHWAY 23
 JH0700'FOR 7.0 MILES TO A CROSSROAD.  CONTINUE NORTH ON HIGHWAY 23 FOR
 JH0700'7.0 MILES TO A CROSSROAD AND THE LANE-FINNEY COUNTY LINE.  CONTINUE
 JH0700'NORTH ON HIGHWAY 23 FOR 2.0 MILES TO A CROSSROAD AND THE STATION
 JH0700'IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 JH0700'
 JH0700'STATION MARKS ARE STANDARD DISKS STAMPED FOUR 1963.  THE SURFACE DISK
 JH0700'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 JH0700'53.5 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 50.5 FEET WEST OF
 JH0700'THE CENTER OF HIGHWAY 23, 4 FEET SOUTHEAST OF A METAL WITNESS POST,
 JH0700'AND 4 FEET NORTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 JH0700'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 JH0700'INCHES BELOW THE SURFACE OF THE GROUND.
 JH0700'
 JH0700'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FOUR NO 1 1963, IS SET
 JH0700'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 54.5 FEET
 JH0700'NORTH OF THE CENTER OF A SECTION LINE ROAD, 48 FEET EAST OF THE
 JH0700'CENTER OF HIGHWAY 23, AND 1 FOOT SOUTH OF A CONCRETE HIGHWAY
 JH0700'RIGHT-OF-WAY MARKER.
 JH0700'
 JH0700'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FOUR NO 2 1963, IS SET
 JH0700'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 52.5 FEET
 JH0700'WEST OF THE CENTER OF HIGHWAY 23, 50.5 FEET SOUTH OF THE CENTER OF
 JH0700'THE DIRT ROAD, 11 FEET SOUTHEAST OF A FENCE CORNER, AND 1 FOOT NORTH
 JH0700'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 JH0700'
 JH0700'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0700'
 JH0700'STATION SMID IS VISIBLE FROM THE GROUND AND MAY BE USED AS AN
 JH0700'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0908 ***********************************************************************
 HH0908  DESIGNATION -  FOWLER MICH WISC PIPELINE MAST
 HH0908  PID         -  HH0908
 HH0908  STATE/COUNTY-  KS/MEADE
 HH0908  USGS QUAD   -  FOWLER (1977)
 HH0908
 HH0908                         *CURRENT SURVEY CONTROL
 HH0908  ___________________________________________________________________
 HH0908* NAD 83(1997)-  37 23 30.05464(N)    100 07 35.66262(W)     ADJUSTED  
 HH0908* NAVD 88     -                                                        
 HH0908  ___________________________________________________________________
 HH0908  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HH0908  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 HH0908
 HH0908  HORZ ORDER  -  THIRD
 HH0908
 HH0908.The horizontal coordinates were established by classical geodetic methods
 HH0908.and adjusted by the National Geodetic Survey in October 1998..
 HH0908
 HH0908
 HH0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0908
 HH0908.The geoid height was determined by GEOID03.
 HH0908
 HH0908;                    North         East     Units Scale Factor Converg.
 HH0908;SPC KS S     -   481,722.215   255,972.566   MT  0.99997777   -0 59 58.5
 HH0908;UTM  14      - 4,138,919.751   400,276.767   MT  0.99972250   -0 41 03.0
 HH0908
 HH0908                          SUPERSEDED SURVEY CONTROL
 HH0908
 HH0908  NAD 83(1997)-  37 23 30.06258(N)    100 07 35.66272(W) AD(       ) 4
 HH0908  NAD 83(1986)-  37 23 30.05173(N)    100 07 35.66298(W) AD(       ) 4
 HH0908  NAD 27      -  37 23 29.96960(N)    100 07 34.16447(W) AD(       ) 3
 HH0908
 HH0908.Superseded values are not recommended for survey control.
 HH0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0908.See file dsdata.txt to determine how the superseded data were derived.
 HH0908
 HH0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG0027738920(NAD 83)
 HH0908_MARKER: 44 = MICROWAVE MAST
 HH0908
 HH0908  HISTORY     - Date     Condition        Report By
 HH0908  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0908  HISTORY     - 1970     GOOD             NGS
 HH0908
 HH0908                          STATION DESCRIPTION
 HH0908
 HH0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0908'THE STATION IS THE TOP CENTER OF THE MAST OF THE FOWLER, MICHIGAN,
 HH0908'WISCONSIN PIPELINE CO., LOCATED ABOUT 4 MILES EAST AND 0.7 MILE
 HH0908'SOUTH OF FOWLER.  IT IS A SLENDER STEEL STRUCTURE, PAINTED RED AND
 HH0908'WHITE, GUYED, WITH THREE ROUND REFLECTORS AT THE TOP OF THE MAST
 HH0908'AND HAS AN OVERALL HEIGHT OF 135 FEET.
 HH0908
 HH0908                          STATION RECOVERY (1970)
 HH0908
 HH0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0908'THE STATION WAS RECOVERED AS DESCRIBED BY H. W. KEITH IN 1961, AND
 HH0908'THE DESCRIPTION IS ADEQUATE.  THE NAME OF THIS STATION IN 1961 WAS
 HH0908'MICH.-WISC. PIPELINE MICROWACE MAST KA 6963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0910 ***********************************************************************
 HH0910  DESIGNATION -  FOWLER MUN TANK
 HH0910  PID         -  HH0910
 HH0910  STATE/COUNTY-  KS/MEADE
 HH0910  USGS QUAD   -  FOWLER (1977)
 HH0910
 HH0910                         *CURRENT SURVEY CONTROL
 HH0910  ___________________________________________________________________
 HH0910* NAD 83(1997)-  37 23 13.01198(N)    100 11 41.92705(W)     ADJUSTED  
 HH0910* NAVD 88     -                                                        
 HH0910  ___________________________________________________________________
 HH0910  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HH0910  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 HH0910
 HH0910  HORZ ORDER  -  THIRD
 HH0910
 HH0910.The horizontal coordinates were established by classical geodetic methods
 HH0910.and adjusted by the National Geodetic Survey in October 1998..
 HH0910
 HH0910
 HH0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0910
 HH0910.The geoid height was determined by GEOID03.
 HH0910
 HH0910;                    North         East     Units Scale Factor Converg.
 HH0910;SPC KS S     -   481,304.797   249,906.483   MT  0.99997853   -1 02 29.8
 HH0910;UTM  14      - 4,138,469.030   394,214.581   MT  0.99973784   -0 43 32.4
 HH0910
 HH0910                          SUPERSEDED SURVEY CONTROL
 HH0910
 HH0910  NAD 83(1997)-  37 23 13.01979(N)    100 11 41.92691(W) AD(       ) 4
 HH0910  NAD 83(1986)-  37 23 13.01053(N)    100 11 41.92949(W) AD(       ) 4
 HH0910  NAD 27      -  37 23 12.92424(N)    100 11 40.42249(W) AD(       ) 3
 HH0910
 HH0910.Superseded values are not recommended for survey control.
 HH0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0910.See file dsdata.txt to determine how the superseded data were derived.
 HH0910
 HH0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG9421538469(NAD 83)
 HH0910_MARKER: 53 = ELEVATED TANK
 HH0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HH0910+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HH0910
 HH0910  HISTORY     - Date     Condition        Report By
 HH0910  HISTORY     - 1970     FIRST OBSERVED   NGS
 HH0910  HISTORY     - 20040821 GOOD             USPSQD
 HH0910
 HH0910                          STATION DESCRIPTION
 HH0910
 HH0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0910'THE STATION IS THE TWO RED LIGHTS ON THE TOP OF THE WATER TANK, WHICH
 HH0910'IS LOCATED IN THE NORTHEAST AREA OF FOWLER, 150 FEET EAST OF MAIN
 HH0910'STREET, 100 FEET SOUTH OF A GRADED ROAD.  IT IS A FOUR-LEGGED STEEL
 HH0910'STRUCTURE PAINTED SILVER, AND IS 110 FEET HIGH.
 HH0910
 HH0910                          STATION RECOVERY (2004)
 HH0910
 HH0910'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HH0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1399 ***********************************************************************
 HF1399  DESIGNATION -  FOWLER RESET
 HF1399  PID         -  HF1399
 HF1399  STATE/COUNTY-  KS/HARPER
 HF1399  USGS QUAD   -  FREEPORT (1971)
 HF1399
 HF1399                         *CURRENT SURVEY CONTROL
 HF1399  ___________________________________________________________________
 HF1399* NAD 83(1997)-  37 07 35.98564(N)    097 48 51.36513(W)     ADJUSTED  
 HF1399* NAVD 88     -       390.3    (meters)    1281.     (feet)  VERTCON   
 HF1399  ___________________________________________________________________
 HF1399  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HF1399  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HF1399
 HF1399  HORZ ORDER  -  FIRST
 HF1399
 HF1399.The horizontal coordinates were established by classical geodetic methods
 HF1399.and adjusted by the National Geodetic Survey in October 1998..
 HF1399
 HF1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1399
 HF1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1399
 HF1399.The geoid height was determined by GEOID03.
 HF1399
 HF1399;                    North         East     Units Scale Factor Converg.
 HF1399;SPC KS S     -   451,277.376   460,938.055   MT  1.00003047   +0 25 17.0
 HF1399;UTM  14      - 4,109,581.508   605,328.564   MT  0.99973666   +0 42 56.7
 HF1399
 HF1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1399!SPC KS S     -   0.99994322  x   1.00003047  =   0.99997369
 HF1399!UTM  14      -   0.99994322  x   0.99973666  =   0.99967989
 HF1399
 HF1399|---------------------------------------------------------------------|
 HF1399| PID    Reference Object                     Distance      Geod. Az  |
 HF1399|                                                           dddmmss.s |
 HF1399| CL5222 FOWLER RM 2                          71.028 METERS 13940     |
 HF1399| CL5221 FOWLER RM 1                         193.298 METERS 16817     |
 HF1399| HG0834 ANTHONY BAPTIST CHURCH SPIRE        APPROX.19.4 KM 2792727.8 |
 HF1399| HF1411 HINTON ELEVATOR NORTH GABLE         APPROX.10.7 KM 2944405.6 |
 HF1399| CL5220 FOWLER AZ MK                                       3055935.4 |
 HF1399|---------------------------------------------------------------------|
 HF1399
 HF1399                          SUPERSEDED SURVEY CONTROL
 HF1399
 HF1399  NAD 83(1997)-  37 07 35.98893(N)    097 48 51.36626(W) AD(       ) 1
 HF1399  NAD 83(1986)-  37 07 35.99343(N)    097 48 51.35867(W) AD(       ) 1
 HF1399  NAD 27      -  37 07 35.91397(N)    097 48 50.15638(W) AD(       ) 1
 HF1399  NGVD 29 (07/19/86)  390.2    (m)         1280.     (f) VERT ANG       
 HF1399
 HF1399.Superseded values are not recommended for survey control.
 HF1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1399.See file dsdata.txt to determine how the superseded data were derived.
 HF1399
 HF1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0532909582(NAD 83)
 HF1399_MARKER: N = NAIL
 HF1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1399
 HF1399  HISTORY     - Date     Condition        Report By
 HF1399  HISTORY     - 1902     MONUMENTED       CGS
 HF1399  HISTORY     - 1934     GOOD             CGS
 HF1399  HISTORY     - 1957     SEE DESCRIPTION  CGS
 HF1399
 HF1399                          STATION DESCRIPTION
 HF1399
 HF1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 HF1399'ABOUT 3-1/4 MILES EAST AND 3 MILES NORTH OF BLUFF CITY, IN
 HF1399'SW 1/4 SEC. 36, T. 33 S., R. 5 W., ON LAND BELONGING (1902)
 HF1399'TO S.P. JOYNER.  THE FOLLOWING DISTANCES AND BEARINGS ARE FROM
 HF1399'STATION- STONE AT SOUTHWEST CORNER OF SECTION, 562.98 METERS
 HF1399'(1,847.0 FEET), S 68 DEG 28 MIN W, CHIMNEY OF MAIN HOUSE OF
 HF1399'MR. JOYNER, ABOUT 130 METERS (427 FEET), S 30 DEG 02 MIN E
 HF1399'SHAFT OF WINDMILL AT NORTH ROADSIDE ABOUT 80 METERS (262 FEET)
 HF1399'SOUTHWEST OF HOUSE, ABOUT 190 METERS (623 FEET), S 06 DEG 11 MIN E.
 HF1399'UNDERGROUND MARK IS POINT OF 60-PENNY NAIL,
 HF1399'PROJECTING 1/4 INCH, IN TOP OF PIECE OF 4-INCH TERRA-COTTA
 HF1399'PIPE 2 FEET LONG FILLED WITH CONCRETE WITH TOP 2-1/2 FEET BELOW
 HF1399'SURFACE.  OVER THIS IS 6 INCHES OF SAND.  SURFACE MARK IS
 HF1399'EXACTLY SIMILAR EXCEPT SET FLUSH WITH SURFACE AND SURROUNDED
 HF1399'WITH CONCRETE.  REFERENCE MARK IS SAME AS SURFACE MARK, IN
 HF1399'FIELD AT CORNER OF FENCE, 0.35 METER (1.1 FEET) NORTH OF
 HF1399'NORTH ROAD FENCE AND 0.70 METER (2.3 FEET) WEST OF
 HF1399'NORTH-AND-SOUTH FENCE ALONG THE WEST SIDE OF MR. JOYNERS
 HF1399'DOORYARD, AND 193.362 METERS (634.39 FEET) FROM STATION
 HF1399
 HF1399                          STATION RECOVERY (1934)
 HF1399
 HF1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HF1399'SURFACE, UNDERGROUND AND REFERENCE MARKS RECOVERED AS DESCRIBED BY
 HF1399'W.B. IN 1902.  THE FOLLOWING DISTANCES AND AZIMUTHS ARE FROM THE
 HF1399'STATION- THE STONE AT THE SOUTHWEST CORNER OF THE SECTION,
 HF1399'562.98 METERS (1847 FEET), S 68 DEG 27 MIN W. REFERENCE MARK,
 HF1399'193.294 METERS (634.17 FEET), S 11 DEG 43 MIN E, JOYNER MAIN
 HF1399'HOUSE CHIMNEY, ABOUT 130 METERS, S 30 DEG 02 MIN E, SHAFT
 HF1399'OF WINDMILL AT NORTH SIDE OF ROAD, ABOUT 190 METERS, S 06 DEG 11 MIN
 HF1399'E. CORNER POST OF GARDEN FENCE, 128 FEET, N. 61 DEG E.
 HF1399'(MAGNETIC), CORNER POST FIELD FENCE, 158 FEET, N. 85 DEG W.
 HF1399'(MAGNETIC).  THE REFERENCE MARK IS IN THE SOUTHEAST CORNER
 HF1399'OF THE BARNYARD LOT 1.6 FEET WEST AND 5.3 FEET NORTH OF THE
 HF1399'FENCE CORNER, AND 8 FEET SOUTHWEST OF A MULBERRY TREE.
 HF1399
 HF1399                          STATION RECOVERY (1957)
 HF1399
 HF1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1399'THE STATION UNDERGROUND MARK AND REFERENCE MARK WERE RECOVERED
 HF1399'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE STATION
 HF1399'SURFACE MARK WAS RESET AND A NEW REFERENCE MARK AND AZIMUTH MARK
 HF1399'WERE SET.  A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 HF1399'
 HF1399'STATION IS ABOUT 3-1/2 MILES NORTH AND 3 MILES EAST OF BLUFF
 HF1399'CITY, IN THE SOUTHWEST 1/4 OF SECTION 36, T 33 S, R 5 W AND ON
 HF1399'LAND BELONGING TO MR. S.P. JOYNER.
 HF1399'
 HF1399'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 44 AND 49, ABOUT
 HF1399'8-1/2 MILES NORTH OF CALDWELL, GO WEST ON HIGHWAY 44 FOR 11.4
 HF1399'MILES TO CROSSROADS AT HARPER COUNTY LINE.  CONTINUE WEST FOR
 HF1399'1.0 MILE TO CROSSROADS.  TURN LEFT AND GO SOUTH ON DIRT ROAD
 HF1399'FOR 1.6 MILES TO A FIELD ENTRANCE AND AZIMUTH MARK ON LEFT..
 HF1399'CONTINUE FOR 0.4 MILE TO CROSSROADS.  TURN LEFT AND GO EAST ON
 HF1399'DIRT ROAD FOR 0.35 MILE TO FARMHOUSE DRIVEWAY ON LEFT.  TURN
 HF1399'LEFT AND GO NORTH, PASSING THROUGH GATE TO NORTHWEST OF HOUSE,
 HF1399'FOR 0.1 MILE TO STATION.
 HF1399'
 HF1399'STATION UNDERGROUND MARK IS THE POINT OF A 60-PENNY NAIL
 HF1399'CEMENTED IN THE TOP OF A 4 INCH, CONCRETE FILLED, TERRA-COTTA
 HF1399'PIPE AND IS 30 INCHES BELOW GROUND SURFACE.  SURFACE MARK IS SET
 HF1399'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST AND IS 6 INCHES
 HF1399'BELOW GROUND SURFACE.  IT IS 327 FEET NORTH OF THE NORTHEAST
 HF1399'CORNER OF BARN, 232 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HF1399'TIN BUILDING, 159 FEET SOUTHEAST OF FENCE CORNERPOST, 151 FEET
 HF1399'EAST OF NORTH-SOUTH FENCELINE, 128 FEET WEST-SOUTHWEST OF
 HF1399'FENCE CORNERPOST AND 123 FEET WEST OF NORTH-SOUTH FENCELINE.
 HF1399'NO WHITE WITNESS POST WAS SET.  STATION SURFACE MARK IS A
 HF1399'STANDARD DISK, STAMPED FOWLER 1902 1957.
 HF1399'
 HF1399'REFERENCE MARK 1 IS THE POINT OF A 60-PENNY NAIL CEMENTED IN THE
 HF1399'TOP OF A 4 INCH, CONCRETE FILLED, TERRA-COTTA PIPE WHICH IS
 HF1399'SURROUNDED WITH CONCRETE AND IS 6 INCHES BELOW GROUND SURFACE.
 HF1399'IT IS 64 FEET EAST OF THE CENTER OF A CONCRETE WINDMILL BASE,
 HF1399'51 FEET EAST OF A TELEPHONE POLE, 35 FEET NORTH OF ROAD CENTER,
 HF1399'20 FEET WEST OF DRIVEWAY CENTER, 2.3 FEET WEST OF NORTH-SOUTH
 HF1399'FENCELINE ALONG WEST SIDE OF DRIVEWAY AND 1.1 FEET NORTH OF
 HF1399'ROAD RIGHT-OF-WAY FENCELINE.
 HF1399'
 HF1399'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOWLER NO 2 1902
 HF1399'1957.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 HF1399'WHICH PROJECTS 7 INCHES.  IT IS 241 FEET NORTHEAST OF THE
 HF1399'NORTHEAST CORNER OF BARN, 31 FEET EAST OF NORTH-SOUTH FENCELINE,
 HF1399'29 FEET SOUTH OF EAST-WEST FENCELINE AND 3 FEET NORTHEAST OF
 HF1399'NORTHWEST CORNER OF TIN BUILDING.
 HF1399'
 HF1399'AZIMUTH MARK IS A STANDARD DISK, STAMPED FOWLER 1902 1957.  IT
 HF1399'IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST WHICH
 HF1399'PROJECTS 6 INCHES.  IT IS 38 FEET SOUTH OF FIELD ENTRANCE CENTER,
 HF1399'23 FEET EAST OF ROAD CENTER AND 1 FOOT NORTH OF A TELEPHONE
 HF1399'POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET NORTHWEST
 HF1399'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0713 ***********************************************************************
 KH0713  DESIGNATION -  FRANCIS
 KH0713  PID         -  KH0713
 KH0713  STATE/COUNTY-  KS/CHEYENNE
 KH0713  USGS QUAD   -  DRURY CREEK (1978)
 KH0713
 KH0713                         *CURRENT SURVEY CONTROL
 KH0713  ___________________________________________________________________
 KH0713* NAD 83(1997)-  39 44 31.77890(N)    101 47 12.96829(W)     ADJUSTED  
 KH0713* NAVD 88     -      1061.1    (meters)    3481.     (feet)  VERTCON   
 KH0713  ___________________________________________________________________
 KH0713  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KH0713  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 KH0713
 KH0713  HORZ ORDER  -  THIRD
 KH0713
 KH0713.The horizontal coordinates were established by classical geodetic methods
 KH0713.and adjusted by the National Geodetic Survey in October 1998..
 KH0713
 KH0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0713
 KH0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0713
 KH0713.The geoid height was determined by GEOID03.
 KH0713
 KH0713;                    North         East     Units Scale Factor Converg.
 KH0713;SPC KS N     -   163,186.989    75,502.639   MT  0.99999358   -2 23 45.8
 KH0713;UTM  14      - 4,402,854.962   261,198.298   MT  1.00030213   -1 46 57.4
 KH0713
 KH0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0713!SPC KS N     -   0.99983721  x   0.99999358  =   0.99983079
 KH0713!UTM  14      -   0.99983721  x   1.00030213  =   1.00013929
 KH0713
 KH0713:                Primary Azimuth Mark                     Grid Az
 KH0713:SPC KS N     -  FRANCIS AZ MK                            002 32 13.4
 KH0713:UTM  14      -  FRANCIS AZ MK                            001 55 25.0
 KH0713
 KH0713|---------------------------------------------------------------------|
 KH0713| PID    Reference Object                     Distance      Geod. Az  |
 KH0713|                                                           dddmmss.s |
 KH0713| KH0835 FRANCIS AZ MK                       APPROX. 2.4 KM 0000827.6 |
 KH0713| CP8061 FRANCIS RM 1                         33.857 METERS 12054     |
 KH0713| CP8062 FRANCIS RM 2                         17.613 METERS 18524     |
 KH0713| KH0719 ST FRANCIS MUNICIPAL TANK           APPROX. 3.3 KM 3461152.6 |
 KH0713|---------------------------------------------------------------------|
 KH0713
 KH0713                          SUPERSEDED SURVEY CONTROL
 KH0713
 KH0713  NAD 83(1997)-  39 44 31.77875(N)    101 47 12.96817(W) AD(       ) 3
 KH0713  NAD 83(1986)-  39 44 31.77814(N)    101 47 12.96868(W) AD(       ) 3
 KH0713  NAD 27      -  39 44 31.80200(N)    101 47 11.34800(W) AD(       ) 3
 KH0713  NGVD 29 (12/08/88) 1060.6    (m)         3480.     (f) VERT ANG       
 KH0713
 KH0713.Superseded values are not recommended for survey control.
 KH0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0713.See file dsdata.txt to determine how the superseded data were derived.
 KH0713
 KH0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK6119802855(NAD 83)
 KH0713_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KH0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0713_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0713+STABILITY: SURFACE MOTION
 KH0713
 KH0713  HISTORY     - Date     Condition        Report By
 KH0713  HISTORY     - 1951     MONUMENTED       CGS
 KH0713  HISTORY     - 1987     GOOD             NOS
 KH0713
 KH0713                          STATION DESCRIPTION
 KH0713
 KH0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0713'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH SOUTHEAST OF ST.
 KH0713'FRANCIS, NEAR THE SOUTHWEST CORNER OF A PASTURE.  IT IS SET UNDER
 KH0713'A POWER LINE, 41 FEET EAST FROM THE CENTER OF A GRAVELED ROAD, 32
 KH0713'FEET NORTH FROM THE NORTH END OF A WIRE GATE AND 5 FEET EAST
 KH0713'OF A FENCE LINE.  IT IS STAMPED FRANCIS 1951 AND PROJECTS 4
 KH0713'INCHES.
 KH0713'
 KH0713'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE.  IT IS
 KH0713'STAMPED FRANCIS NO 1 1951 AND PROJECTS 2 INCHES.
 KH0713'
 KH0713'REFERENCE MARK NO. 2 IS SET IN A FENCE LINE, 37 FEET EAST
 KH0713'FROM THE CENTER OF A GRAVELED ROAD AND 1 FOOT EAST OF A T FENCE
 KH0713'CORNER.  IT IS STAMPED FRANCIS NO 2 1951 AND PROJECTS 3 INCHES.
 KH0713'
 KH0713'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KH0713'2 IS 102.1 FEET.
 KH0713'
 KH0713'THE AZIMUTH MARK IS 50 FEET SOUTH FROM THE CENTER OF U.S.
 KH0713'HIGHWAY 36, 35 FEET WEST OF A GRAVELED ROAD 4 FEET SOUTHEAST OF
 KH0713'A TELEPHONE POLE AND 1 FOOT EAST OF A FENCE CORNER.  IT IS
 KH0713'STAMPED FRANCIS 1951 AND PROJECTS 3 INCHES.
 KH0713'
 KH0713'TO REACH THE STATION FROM THE CHEYENNE COUNTY COURTHOUSE IN ST.
 KH0713'FRANCIS, GO EAST ON A PAVED STREET FOR 0.2 MILE TO A T STREET
 KH0713'INTERSECTION, TURN RIGHT AND GO SOUTH ON A HARD SURFACED ROAD
 KH0713'FOR 0.5 MILE TO U.S. HIGHWAY 36.  TURN LEFT AND GO EAST ON
 KH0713'U.S. HIGHWAY 36 FOR 0.5 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 KH0713'IN THE SOUTHWEST ANGLE AS DESCRIBED.  TURN RIGHT AND GO SOUTH
 KH0713'ON A GRAVELED ROAD FOR 1.5 MILES TO A T ROAD RIGHT AND THE
 KH0713'STATION ON THE LEFT AS DESCRIBED.
 KH0713
 KH0713                          STATION RECOVERY (1987)
 KH0713
 KH0713'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KH0713'THE STATION WAS RECOVERED AT THIS DATE.
 KH0713'THE STATION MARK, RM 2, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 KH0713'CONDITION.  RM 1 WAS NOT FOUND AND WAS PROBABLY DESTROYED BY
 KH0713'FARM MACHINERY.
 KH0713'
 KH0713'THE PREVIOUS IS ADEQUATE WITH THE FOLLOWING CHANGES.
 KH0713'THE FENCE LINE IS GONE.  STATION MARK IS 0.46 METERS (1.5 FT) WEST OF
 KH0713'A STEEL WITNESS POST.  RM 2 IS 0.30 METERS (1.0 FT) EAST OF A STEEL
 KH0713'WITNESS POST.
 KH0713'
 KH0713'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KH0713'
 KH0713'RECOVERED BY JDS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0020 ***********************************************************************
 HG0020  DESIGNATION -  FRANK
 HG0020  PID         -  HG0020
 HG0020  STATE/COUNTY-  KS/KINGMAN
 HG0020  USGS QUAD   -  KINGMAN (1983)
 HG0020
 HG0020                         *CURRENT SURVEY CONTROL
 HG0020  ___________________________________________________________________
 HG0020* NAD 83(1997)-  37 41 23.77314(N)    098 03 47.26053(W)     ADJUSTED  
 HG0020* NAVD 88     -       477.705  (meters)    1567.27   (feet)  ADJUSTED  
 HG0020  ___________________________________________________________________
 HG0020  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HG0020  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0020  DYNAMIC HT  -         477.317 (meters)    1566.00  (feet)  COMP
 HG0020  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 HG0020
 HG0020  HORZ ORDER  -  SECOND
 HG0020  VERT ORDER  -  SECOND    CLASS 0
 HG0020
 HG0020.The horizontal coordinates were established by classical geodetic methods
 HG0020.and adjusted by the National Geodetic Survey in October 1998..
 HG0020
 HG0020.The orthometric height was determined by differential leveling
 HG0020.and adjusted by the National Geodetic Survey in June 1991..
 HG0020
 HG0020.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0020
 HG0020.The geoid height was determined by GEOID03.
 HG0020
 HG0020.The dynamic height is computed by dividing the NAVD 88
 HG0020.geopotential number by the normal gravity value computed on the
 HG0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0020.degrees latitude (g = 980.6199 gals.).
 HG0020
 HG0020.The modeled gravity was interpolated from observed gravity values.
 HG0020
 HG0020;                    North         East     Units Scale Factor Converg.
 HG0020;SPC KS S     -   513,657.423   438,530.237   MT  0.99994377   +0 16 06.5
 HG0020;UTM  14      - 4,171,826.699   582,600.919   MT  0.99968404   +0 34 22.2
 HG0020
 HG0020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0020!SPC KS S     -   0.99992947  x   0.99994377  =   0.99987324
 HG0020!UTM  14      -   0.99992947  x   0.99968404  =   0.99961353
 HG0020
 HG0020:                Primary Azimuth Mark                     Grid Az
 HG0020:SPC KS S     -  PRETTY PRAIRIE MUNICIPAL TANK            020 49 00.0
 HG0020:UTM  14      -  PRETTY PRAIRIE MUNICIPAL TANK            020 30 44.3
 HG0020
 HG0020|---------------------------------------------------------------------|
 HG0020| PID    Reference Object                     Distance      Geod. Az  |
 HG0020|                                                           dddmmss.s |
 HG0020| HG0795 PRETTY PRAIRIE MUNICIPAL TANK       APPROX.10.7 KM 0210506.5 |
 HG0020| HF1453 BELMONT COOP GRAIN ELEVATOR         APPROX.19.5 KM 1595645.5 |
 HG0020| HG0018 X 308                                              1781445.6 |
 HG0020| HG0019 FRANK RM 1                           20.101 METERS 20805     |
 HG0020| HG0804 KINGMAN MUNICIPAL TANK              APPROX. 5.5 KM 2343230.5 |
 HG0020| HG0021 FRANK RM 2                           29.040 METERS 28643     |
 HG0020|---------------------------------------------------------------------|
 HG0020
 HG0020                          SUPERSEDED SURVEY CONTROL
 HG0020
 HG0020  NAD 83(1997)-  37 41 23.77982(N)    098 03 47.26291(W) AD(       ) 2
 HG0020  NAD 83(1986)-  37 41 23.78115(N)    098 03 47.25975(W) AD(       ) 2
 HG0020  NAD 27      -  37 41 23.73026(N)    098 03 46.04490(W) AD(       ) 2
 HG0020  NGVD 29 (??/??/92)  477.522  (m)         1566.67   (f) ADJ UNCH    2 0
 HG0020
 HG0020.Superseded values are not recommended for survey control.
 HG0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0020.See file dsdata.txt to determine how the superseded data were derived.
 HG0020
 HG0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8260171827(NAD 83)
 HG0020_MARKER: DS = TRIANGULATION STATION DISK
 HG0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0020_STAMPING: FRANK 1962
 HG0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0020+STABILITY: SURFACE MOTION
 HG0020
 HG0020  HISTORY     - Date     Condition        Report By
 HG0020  HISTORY     - 1962     MONUMENTED       CGS
 HG0020  HISTORY     - 1962     GOOD             CGS
 HG0020  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0020
 HG0020                          STATION DESCRIPTION
 HG0020
 HG0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HG0020'THE STATION IS ABOUT 7 MILES SOUTH OF PRETTY PRAIRIE, 4 MILES
 HG0020'NORTHEAST OF KINGMAN, 2 MILES NORTH OF U.S. HIGHWAY 54 AND ON
 HG0020'PROPERTY OF MR. FRANK YEOMAN.
 HG0020'
 HG0020'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, GO NORTH
 HG0020'ON MAIN STREET FOR 0.05 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 HG0020'54.  TURN RIGHT, EAST, ON HIGHWAY 54 FOR 3.0 MILES TO A SIDE ROAD
 HG0020'LEFT.  TURN LEFT, NORTH, ON A DIRT ROAD FOR 1.5 MILES TO A
 HG0020'RAILROAD TRACK AND THE AZIMUTH MARK ON THE RIGHT, NORTH OF THE
 HG0020'RAILROAD TRACKS AND EAST OF THE DIRT ROAD.  CROSS THE RAILROAD
 HG0020'TRACKS AND CONTINUE NORTH ON THE DIRT ROAD FOR 0.5 MILE TO A
 HG0020'SIDE ROAD LEFT AND THE STATION ON THE AND THE STATION ON THE
 HG0020'RIGHT, EAST SIDE OF THE DIRT ROAD.
 HG0020'
 HG0020'STATION MARKS ARE STANDARD DISKS STAMPED FRANK 1962.  THE SURFACE
 HG0020'DISK IS SET IN A SQUARE CONCRETE POST 15 INCHES BELOW THE SURFACE
 HG0020'OF THE GROUND.  IT IS 62 FEET EAST OF THE CENTER OF THE DIRT
 HG0020'ROAD AND 47 FEET NORTHEAST OF A POWER POLE.  THE UNDERGROUND DISK
 HG0020'IS SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE
 HG0020'SURFACE OF THE GROUND.
 HG0020'
 HG0020'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FRANK NO 1 1962, IS
 HG0020'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HG0020'30 FEET EAST OF THE CENTER OF THE DIRT ROAD, 22 FEET SOUTH OF THE
 HG0020'POWER POLE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 HG0020'
 HG0020'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FRANK NO 2 1962,
 HG0020'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HG0020'66 FEET SOUTH OF A TELEPHONE POLE, 31 FEET WEST OF THE CENTER
 HG0020'OF THE DIRT ROAD AND 3.6 FEET NORTH OF A 36 INCH TREE.
 HG0020'
 HG0020'BENCH MARK X 308, A STANDARD DISK STAMPED X 308 1953, IS SET
 HG0020'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 45 FEET
 HG0020'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 14.9 FEET NORTH OF
 HG0020'A METAL WITNESS POST 2.3 FEET SOUTH OF A FENCE AND 2 FEET EAST OF
 HG0020'A METAL WITNESS POST.
 HG0020'
 HG0020'NOTE, REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HG0020'
 HG0020'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HG0020
 HG0020                          STATION RECOVERY (1962)
 HG0020
 HG0020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HG0020'5.2 MI NE FROM KINGMAN.
 HG0020'4.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0020'RAILROAD FROM THE STATION AT KINGMAN, THENCE 0.5 MILE NORTH
 HG0020'ALONG A DIRT ROAD, 95.2 FEET EAST OF FRANK R.M. 2, 62 FEET
 HG0020'EAST OF THE CENTER OF THE DIRT ROAD, 47 FEET NORTHEAST OF A
 HG0020'POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH IS 1.0 FEET
 HG0020'BELOW THE SURFACE OF THE GROUND.
 HG0020
 HG0020                          STATION RECOVERY (1986)
 HG0020
 HG0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0770 ***********************************************************************
 HH0770  DESIGNATION -  FRANK
 HH0770  PID         -  HH0770
 HH0770  STATE/COUNTY-  KS/STEVENS
 HH0770  USGS QUAD   -  HUGOTON SW (1974)
 HH0770
 HH0770                         *CURRENT SURVEY CONTROL
 HH0770  ___________________________________________________________________
 HH0770* NAD 83(1997)-  37 04 47.56387(N)    101 28 59.28144(W)     ADJUSTED  
 HH0770* NAVD 88     -      1004.0    (meters)    3294.     (feet)  VERTCON   
 HH0770  ___________________________________________________________________
 HH0770  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 HH0770  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 HH0770
 HH0770  HORZ ORDER  -  SECOND
 HH0770
 HH0770.The horizontal coordinates were established by classical geodetic methods
 HH0770.and adjusted by the National Geodetic Survey in October 1998..
 HH0770
 HH0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0770
 HH0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0770
 HH0770.The geoid height was determined by GEOID03.
 HH0770
 HH0770;                    North         East     Units Scale Factor Converg.
 HH0770;SPC KS S     -   450,104.383   134,778.432   MT  1.00004196   -1 49 59.6
 HH0770;UTM  14      - 4,106,618.509   279,272.826   MT  1.00020022   -1 29 51.9
 HH0770
 HH0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0770!SPC KS S     -   0.99984653  x   1.00004196  =   0.99988848
 HH0770!UTM  14      -   0.99984653  x   1.00020022  =   1.00004672
 HH0770
 HH0770|---------------------------------------------------------------------|
 HH0770| PID    Reference Object                     Distance      Geod. Az  |
 HH0770|                                                           dddmmss.s |
 HH0770| CM8120 FRANK RM 1                           12.959 METERS 20053     |
 HH0770| HH0791 ROLLA COOP EQUITY ELEV              APPROX.13.8 KM 2900941.4 |
 HH0770| CM8121 FRANK RM 2                            9.307 METERS 29910     |
 HH0770|---------------------------------------------------------------------|
 HH0770
 HH0770                          SUPERSEDED SURVEY CONTROL
 HH0770
 HH0770  NAD 83(1997)-  37 04 47.56535(N)    101 28 59.28034(W) AD(       ) 2
 HH0770  NAD 83(1986)-  37 04 47.57159(N)    101 28 59.27077(W) AD(       ) 2
 HH0770  NAD 27      -  37 04 47.47703(N)    101 28 57.70226(W) AD(       ) 2
 HH0770  NGVD 29 (07/19/86) 1003.6    (m)         3293.     (f) VERT ANG       
 HH0770
 HH0770.Superseded values are not recommended for survey control.
 HH0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0770.See file dsdata.txt to determine how the superseded data were derived.
 HH0770
 HH0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG7927306619(NAD 83)
 HH0770_MARKER: DD = SURVEY DISK
 HH0770_SETTING: 0 = UNSPECIFIED SETTING
 HH0770
 HH0770  HISTORY     - Date     Condition        Report By
 HH0770  HISTORY     - 1972     MONUMENTED       USGS
 HH0770
 HH0770                          STATION DESCRIPTION
 HH0770
 HH0770'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0770'STATION IS ABOUT 6 MI. S. AND 7.5 MI. W. OF INTERSECTION OF U. S.
 HH0770'HIGHWAY 270, U. S. HIGHWAY 56, STATE HIGHWAY 51, AND STATE HIGHWAY
 HH0770'25, AT S. EDGE OF HUGOTON, ABOUT 1000 FT. S. OF COR. SECS. 17, 18, 19
 HH0770'AND 20, T. 34 S., R. 38 W.
 HH0770'
 HH0770'TO REACH FROM INTERSECTION OF U. S. HIGHWAY 270, U. S. HIGHWAY 56,
 HH0770'STATE HIGHWAY 51, AND STATE HIGHWAY 25, AT S. EDGE OF HUGOTON, GO
 HH0770'WSW. ABOUT 7.5 MI. ON U. S. HIGHWAY 56, STATE HIGHWAY 51, AND STATE
 HH0770'HIGHWAY 25 TO JUNCTION OF U. S. HIGHWAY 56, STATE HIGHWAY 51, AND
 HH0770'STATE HIGHWAY 25 WHERE STATE HIGHWAY 25 TURNS S., THEN TURN LEFT
 HH0770'AND GO ABOUT 4.9 MI. S. ON STATE HIGHWAY 25 TO HIGHEST HILL IN
 HH0770'VICINITY AND THE STATION IS ON THE LEFT.
 HH0770'
 HH0770'STATION MARK STAMPED ET FRANK 1972 IS ABOUT 950 FT. S. AND 75 FT. E.
 HH0770'OF CENTERLINE T-RD. W., 4 FT. W. OF E. RIGHT-OF-WAY FENCE, 3 FT. W.
 HH0770'OF USGS WITNESS POST.
 HH0770'
 HH0770'REFERENCE MARK NO. 1 STAMPED FRANK NO 1 1972 IS SSW. OF STATION, 48
 HH0770'FT. E. OF CENTER LINE OF HWY.
 HH0770'
 HH0770'REFERENCE MARK NO. 2 STAMPED FRANK NO 2 1972 IS WNW. OF STATION, 60
 HH0770'FT. E. OF CENTER LINE OF HWY., 2 FT. ESE. OF METAL POST PROJECTING
 HH0770'2 FT. ABOVE GROUND.
 HH0770'
 HH0770'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS
 HH0770'CENTERED IN 6-IN. DIAMETER SECTION OF WHITE PLASTIC PIPE 12-IN. LONG
 HH0770'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS SET FLUSH
 HH0770'WITH THE GROUND.
 HH0770'
 HH0770'HEIGHT OF INSTRUMENT 4.48 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0019 ***********************************************************************
 HG0019  DESIGNATION -  FRANK RM 1
 HG0019  PID         -  HG0019
 HG0019  STATE/COUNTY-  KS/KINGMAN
 HG0019  USGS QUAD   -  KINGMAN (1983)
 HG0019
 HG0019                         *CURRENT SURVEY CONTROL
 HG0019  ___________________________________________________________________
 HG0019* NAD 83(1986)-  37 41 23.     (N)    098 03 47.     (W)     SCALED    
 HG0019* NAVD 88     -       478.379  (meters)    1569.48   (feet)  ADJUSTED  
 HG0019  ___________________________________________________________________
 HG0019  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0019  DYNAMIC HT  -         477.991 (meters)    1568.21  (feet)  COMP
 HG0019  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 HG0019
 HG0019  VERT ORDER  -  SECOND    CLASS 0
 HG0019
 HG0019.The horizontal coordinates were scaled from a topographic map and have
 HG0019.an estimated accuracy of +/- 6 seconds.
 HG0019
 HG0019.The orthometric height was determined by differential leveling
 HG0019.and adjusted by the National Geodetic Survey in June 1991..
 HG0019
 HG0019.The geoid height was determined by GEOID03.
 HG0019
 HG0019.The dynamic height is computed by dividing the NAVD 88
 HG0019.geopotential number by the normal gravity value computed on the
 HG0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0019.degrees latitude (g = 980.6199 gals.).
 HG0019
 HG0019.The modeled gravity was interpolated from observed gravity values.
 HG0019
 HG0019;                    North         East    Units  Estimated Accuracy
 HG0019;SPC KS S     -   513,630.      438,540.      MT  (+/- 180 meters Scaled)
 HG0019
 HG0019                          SUPERSEDED SURVEY CONTROL
 HG0019
 HG0019  NGVD 29 (??/??/92)  478.196  (m)         1568.88   (f) ADJ UNCH    2 0
 HG0019
 HG0019.Superseded values are not recommended for survey control.
 HG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0019.See file dsdata.txt to determine how the superseded data were derived.
 HG0019
 HG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG826718(NAD 83)
 HG0019_MARKER: DR = REFERENCE MARK DISK
 HG0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0019_SP_SET: CONCRETE POST
 HG0019_STAMPING: FRANK NO 1 1962
 HG0019_MARK LOGO: CGS   
 HG0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0019+STABILITY: SURFACE MOTION
 HG0019
 HG0019  HISTORY     - Date     Condition        Report By
 HG0019  HISTORY     - 1962     MONUMENTED       CGS
 HG0019  HISTORY     - 1986     GOOD             NGS
 HG0019
 HG0019                          STATION DESCRIPTION
 HG0019
 HG0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HG0019'5.2 MI NE FROM KINGMAN.
 HG0019'4.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0019'RAILROAD FROM THE STATION AT KINGMAN, THENCE 0.5 MILE NORTH
 HG0019'ALONG A DIRT ROAD, 30 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 HG0019'22 FEET SOUTH OF A POWER POLE, 1.5 FEET NORTH OF A METAL WITNESS
 HG0019'POST, 65.9 FEET SOUTHWEST OF THE STATION FRANK 1962, SET IN
 HG0019'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET ABOVE THE
 HG0019'GROUND.
 HG0019
 HG0019                          STATION RECOVERY (1986)
 HG0019
 HG0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0019'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.3 KM (3.9 MI)
 HG0019'NORTHEASTERLY ALONG THE SANTA FE RAILROA FROM ITS JUNCTION WITH U.S.
 HG0019'HIGHWAY 54 IN KINGMAN, THENCE 0.8 KM ( MI) NORTH ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0021 ***********************************************************************
 HG0021  DESIGNATION -  FRANK RM 2
 HG0021  PID         -  HG0021
 HG0021  STATE/COUNTY-  KS/KINGMAN
 HG0021  USGS QUAD   -  KINGMAN (1983)
 HG0021
 HG0021                         *CURRENT SURVEY CONTROL
 HG0021  ___________________________________________________________________
 HG0021* NAD 83(1986)-  37 41 23.     (N)    098 03 47.     (W)     SCALED    
 HG0021* NAVD 88     -       478.169  (meters)    1568.79   (feet)  ADJUSTED  
 HG0021  ___________________________________________________________________
 HG0021  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0021  DYNAMIC HT  -         477.782 (meters)    1567.52  (feet)  COMP
 HG0021  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 HG0021
 HG0021  VERT ORDER  -  SECOND    CLASS 0
 HG0021
 HG0021.The horizontal coordinates were scaled from a topographic map and have
 HG0021.an estimated accuracy of +/- 6 seconds.
 HG0021
 HG0021.The orthometric height was determined by differential leveling
 HG0021.and adjusted by the National Geodetic Survey in June 1991..
 HG0021
 HG0021.The geoid height was determined by GEOID03.
 HG0021
 HG0021.The dynamic height is computed by dividing the NAVD 88
 HG0021.geopotential number by the normal gravity value computed on the
 HG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0021.degrees latitude (g = 980.6199 gals.).
 HG0021
 HG0021.The modeled gravity was interpolated from observed gravity values.
 HG0021
 HG0021;                    North         East    Units  Estimated Accuracy
 HG0021;SPC KS S     -   513,630.      438,540.      MT  (+/- 180 meters Scaled)
 HG0021
 HG0021                          SUPERSEDED SURVEY CONTROL
 HG0021
 HG0021  NGVD 29 (??/??/92)  477.987  (m)         1568.20   (f) ADJ UNCH    2 0
 HG0021
 HG0021.Superseded values are not recommended for survey control.
 HG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0021.See file dsdata.txt to determine how the superseded data were derived.
 HG0021
 HG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG826718(NAD 83)
 HG0021_MARKER: DR = REFERENCE MARK DISK
 HG0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0021_STAMPING: FRANK NO 2 1962
 HG0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0021+STABILITY: SURFACE MOTION
 HG0021
 HG0021  HISTORY     - Date     Condition        Report By
 HG0021  HISTORY     - 1962     MONUMENTED       CGS
 HG0021  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0021
 HG0021                          STATION DESCRIPTION
 HG0021
 HG0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HG0021'5.2 MI NE FROM KINGMAN.
 HG0021'4.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0021'RAILROAD FROM THE STATION AT KINGMAN, THENCE 0.5 MILE NORTH
 HG0021'ALONG A DIRT ROAD, 66 FEET SOUTH OF A TELEPHONE POLE, 31 FEET
 HG0021'WEST OF THE CENTER OF DIRT ROAD, 3.6 FEET NORTH OF A 36 INCH
 HG0021'TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET
 HG0021'ABOVE THE GROUND.
 HG0021
 HG0021                          STATION RECOVERY (1986)
 HG0021
 HG0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0987 ***********************************************************************
 KF0987  DESIGNATION -  FRANKFORT
 KF0987  PID         -  KF0987
 KF0987  STATE/COUNTY-  KS/MARSHALL
 KF0987  USGS QUAD   -  FRANKFORT (1969)
 KF0987
 KF0987                         *CURRENT SURVEY CONTROL
 KF0987  ___________________________________________________________________
 KF0987* NAD 83(1997)-  39 38 14.73085(N)    096 24 28.89324(W)     ADJUSTED  
 KF0987* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 KF0987  ___________________________________________________________________
 KF0987  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 KF0987  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 KF0987
 KF0987  HORZ ORDER  -  THIRD
 KF0987
 KF0987.The horizontal coordinates were established by classical geodetic methods
 KF0987.and adjusted by the National Geodetic Survey in October 1998..
 KF0987
 KF0987.The orthometric height was scaled from a topographic map.
 KF0987
 KF0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0987
 KF0987.The geoid height was determined by GEOID03.
 KF0987
 KF0987;                    North         East     Units Scale Factor Converg.
 KF0987;SPC KS N     -   145,973.639   536,651.254   MT  0.99997958   +1 00 26.2
 KF0987;UTM  14      - 4,390,726.974   722,430.146   MT  1.00020916   +1 39 15.0
 KF0987
 KF0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0987!SPC KS N     -   0.99994028  x   0.99997958  =   0.99991986
 KF0987!UTM  14      -   0.99994028  x   1.00020916  =   1.00014942
 KF0987
 KF0987:                Primary Azimuth Mark                     Grid Az
 KF0987:SPC KS N     -  VERMILLION MUNICIPAL TANK                052 07 02.6
 KF0987:UTM  14      -  VERMILLION MUNICIPAL TANK                051 28 13.8
 KF0987
 KF0987|---------------------------------------------------------------------|
 KF0987| PID    Reference Object                     Distance      Geod. Az  |
 KF0987|                                                           dddmmss.s |
 KF0987| KF0982 VERMILLION MUNICIPAL TANK           APPROX.15.3 KM 0530728.8 |
 KF0987| CL6543 FRANKFORT RM 1                       19.785 METERS 09742     |
 KF0987| KF1046 BLAINE ST COLUMKILLES CHURCH        APPROX.15.3 KM 1785259.9 |
 KF0987| CL6542 FRANKFORT AZ MK RESET                              1791050.5 |
 KF0987| CL6541 FRANKFORT AZ MK                                    1791106.2 |
 KF0987| CL6544 FRANKFORT RM 2                       28.490 METERS 24817     |
 KF0987| KF0989 FRANKFORT MUNICIPAL TANK            APPROX. 8.1 KM 3535723.7 |
 KF0987|---------------------------------------------------------------------|
 KF0987
 KF0987                          SUPERSEDED SURVEY CONTROL
 KF0987
 KF0987  NAD 83(1997)-  39 38 14.73390(N)    096 24 28.89297(W) AD(       ) 3
 KF0987  NAD 83(1986)-  39 38 14.73693(N)    096 24 28.89004(W) AD(       ) 3
 KF0987  NAD 27      -  39 38 14.74500(N)    096 24 27.87300(W) AD(       ) 3
 KF0987
 KF0987.Superseded values are not recommended for survey control.
 KF0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0987.See file dsdata.txt to determine how the superseded data were derived.
 KF0987
 KF0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ2243090727(NAD 83)
 KF0987_MARKER: DS = TRIANGULATION STATION DISK
 KF0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0987+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2002
 KF0987
 KF0987  HISTORY     - Date     Condition        Report By
 KF0987  HISTORY     - 1947     MONUMENTED       CGS
 KF0987  HISTORY     - 1963     GOOD             CGS
 KF0987  HISTORY     - 1965     GOOD             CGS
 KF0987  HISTORY     - 20021218 GOOD             INDIV
 KF0987
 KF0987                          STATION DESCRIPTION
 KF0987
 KF0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0987'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 0.5 MILE EAST
 KF0987'OF FRANKFORT, ON THE EAST RIGHT-OF-WAY OF STATE ROUTE 99.  IT
 KF0987'IS 47 FEET EAST OF THE CENTER OF STATE ROUTE 99, 32 FEET WEST
 KF0987'OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 150 FEET NORTH OF THE
 KF0987'JUNCTION OF THE NORTH-SOUTH DIRT ROAD AND STATE ROUTE 99 AND
 KF0987'7 FEET SOUTH OF WHITE WITNESS POST.  IT IS STAMPED FRANKFORT
 KF0987'1947 AND PROJECTS 6 INCHES.
 KF0987'
 KF0987'REFERENCE MARK NO 1 IS EAST OF THE STATION, 30 FEET EAST OF THE
 KF0987'CENTER OF THE NORTH-SOUTH DIRT ROAD AND 1.5 FEET WEST OF
 KF0987'NORTH-SOUTH FENCE LINE.  IT IS STAMPED FRANKFORT NO 1 1947 AND
 KF0987'PROJECTS 4 INCHES.
 KF0987'
 KF0987'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, 50 FEET WEST OF
 KF0987'THE CENTER OF STATE ROUTE 99 AND 1.5 FEET EAST OF FENCE LINE.
 KF0987'IT IS STAMPED FRANKFORT NO 2 1947 AND PROJECTS 4 INCHES.
 KF0987'
 KF0987'THE AZIMUTH MARK IS ABOUT 0.95 MILES SOUTH OF THE STATION, 60
 KF0987'FEET EAST OF THE CENTER OF STATE ROUTE 99, 1 FOOT WEST OF
 KF0987'NORTH-SOUTH FENCE LINE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 KF0987'IT IS STAMPED FRANKFORT 1947 AND PROJECTS 4 INCHES.
 KF0987'
 KF0987'TO REACH THE STATION FROM THE MAIN INTERSECTION IN FRANKFORT,
 KF0987'GO SOUTH ON STATE ROUTE 99 FOR 4.7 MILES TO THE STATION ON THE
 KF0987'LEFT IN V OF ROAD FORKS AS DESCRIBED.  CONTINUE ON SOUTH ON
 KF0987'STATE ROUTE 99 FOR 0.95 MILES TO THE TOP OF A SMALL HILL AND
 KF0987'THE AZIMUTH MARK AS DESCRIBED.
 KF0987'
 KF0987'A 74 FOOT SIGNAL AT STATION BIGELOW IS V.G
 KF0987'
 KF0987'A 74 FOOT SIGNAL AT STATION WINIFRED IS V.G
 KF0987'
 KF0987'A 74 FOOT SIGNAL AT STATION MANEVAL IS V.G
 KF0987'
 KF0987'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 KF0987
 KF0987                          STATION RECOVERY (1963)
 KF0987
 KF0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0987'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 KF0987'RECOVERED IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH HAD
 KF0987'BEEN HIT BY ROAD GRADING MACHINERY.  THE AZIMUTH MARK WAS REPLACED
 KF0987'IN THE SAME APPROXIMATE LOCATION, BUT THE BEARING FROM THE
 KF0987'STATION TO THE AZIMUTH MARK WILL CHANGE.  A COMPLETE DESCRIPTION
 KF0987'FOLLOWS.
 KF0987'
 KF0987'STATION IS LOCATED ABOUT 4 AND 1/2 MILES SOUTH OF FRANKFORT
 KF0987'ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 99, 47 FEET
 KF0987'EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 99, 42 FEET NORTH
 KF0987'OF A POWER POLE, 33 FEET WEST OF THE CENTER OF A SECTIONLINE
 KF0987'GRAVEL ROAD, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST WITH
 KF0987'A SIGN.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KF0987'FRANKFORT 1947.
 KF0987'
 KF0987'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN FRANKFORT,
 KF0987'GO SOUTH ON STATE HIGHWAY 99 FOR 4.5 MILES TO WHERE THE HIGHWAY
 KF0987'CURVES TO THE SOUTH AND THE STATION ON THE LEFT AS DESCRIBED.
 KF0987'
 KF0987'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 32 FEET EAST OF THE
 KF0987'CENTER OF A NORTH-SOUTH GRAVEL ROAD, 28 FEET SOUTH OF A TELEPHONE
 KF0987'POLE, AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 6 INCHES
 KF0987'AND THE DISK IS STAMPED FRANKFORT NO 1 1947.
 KF0987'
 KF0987'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 100
 KF0987'FEET NORTH OF A NORTH GATE POST, 47 FEET WEST OF THE CENTER OF
 KF0987'STATE HIGHWAY 99, AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 KF0987'6 INCHES AND THE DISK IS STAMPED FRANKFORT NO 1 1947.
 KF0987'
 KF0987'AZIMUTH MARK (RESET) IS 1.0 MILE SOUTH OF THE STATION, 47 FEET
 KF0987'EAST OF THE CENTER OF STATE HIGHWAY 99, 38 FEET NORTH OF A
 KF0987'POWER POLE, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 1
 KF0987'FOOT SOUTH OF A NEW STEEL WITNESS POST WITH SIGN.  THE MARK
 KF0987'PROJECTS 6 INCHES AND THE DISK IS STAMPED FRANKFORT 1947 RESET
 KF0987'1963.
 KF0987'
 KF0987'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 KF0987'HIGHWAYS 13 AND 99 FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT
 KF0987'AS DESCRIBED.
 KF0987'
 KF0987'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF0987
 KF0987                          STATION RECOVERY (1965)
 KF0987
 KF0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0987'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 KF0987'AND FOUND TO BE IN GOOD CONDITION, A METAL WITNESS POST AND SIGN IS
 KF0987'1 FOOT NORTH OF THE STATION MARK.
 KF0987'
 KF0987'AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION, IT IS
 KF0987'0.95 MILE SOUTH OF THE STATION, ON THE EDGE OF THE SLOPE OF BANK OF
 KF0987'THE ROAD, 47 FEET EAST OF CENTER OF THE ROAD, 34 FEET NORTH OF A
 KF0987'POWER LINE POLEL FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A METAL
 KF0987'WITNESS POST AND SIGN.  A STANDARD DISK IN A CONCRETE MONUMENT,
 KF0987'STAMPED, FRANKFORT 1947 RESET 1963 AND PROJECTS 6 INCHES.
 KF0987'
 KF0987'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS CORRECT.
 KF0987
 KF0987                          STATION RECOVERY (2002)
 KF0987
 KF0987'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RJH)
 KF0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0988 ***********************************************************************
 KF0988  DESIGNATION -  FRANKFORT ANNUNCIATION CHURCH
 KF0988  PID         -  KF0988
 KF0988  STATE/COUNTY-  KS/MARSHALL
 KF0988  USGS QUAD   -  FRANKFORT (1969)
 KF0988
 KF0988                         *CURRENT SURVEY CONTROL
 KF0988  ___________________________________________________________________
 KF0988* NAD 83(1997)-  39 42 19.05252(N)    096 24 54.91730(W)     ADJUSTED  
 KF0988* NAVD 88     -                                                        
 KF0988  ___________________________________________________________________
 KF0988  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 KF0988  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 KF0988
 KF0988  HORZ ORDER  -  THIRD
 KF0988
 KF0988.The horizontal coordinates were established by classical geodetic methods
 KF0988.and adjusted by the National Geodetic Survey in October 1998..
 KF0988
 KF0988
 KF0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0988
 KF0988.The geoid height was determined by GEOID03.
 KF0988
 KF0988;                    North         East     Units Scale Factor Converg.
 KF0988;SPC KS N     -   153,496.653   535,898.947   MT  0.99998827   +1 00 09.7
 KF0988;UTM  14      - 4,398,242.674   721,592.611   MT  1.00020457   +1 39 06.9
 KF0988
 KF0988                          SUPERSEDED SURVEY CONTROL
 KF0988
 KF0988  NAD 83(1997)-  39 42 19.05466(N)    096 24 54.91694(W) AD(       ) 4
 KF0988  NAD 83(1986)-  39 42 19.05807(N)    096 24 54.91377(W) AD(       ) 4
 KF0988  NAD 27      -  39 42 19.05000(N)    096 24 53.89000(W) AD(       ) 3
 KF0988
 KF0988.Superseded values are not recommended for survey control.
 KF0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0988.See file dsdata.txt to determine how the superseded data were derived.
 KF0988
 KF0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ2159398243(NAD 83)
 KF0988_MARKER: 91 = CHURCH CROSS
 KF0988
 KF0988  HISTORY     - Date     Condition        Report By
 KF0988  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF0988
 KF0988                          STATION DESCRIPTION
 KF0988
 KF0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0988'LOCATED IN THE NORTHEAST SECTION OF FRANKFORT AT THE SOUTHWEST
 KF0988'CORNER OF FIFTH AND MAPLE STREETS.  IT IS 55 FEET SOUTH OF FIFTH
 KF0988'STREET AND 56 FEET WEST OF MAPLE.
 KF0988'
 KF0988'IT IS A LIMESTONE STRUCTURE WITH A CROSS ON TOP OF THE BELFRY.
 KF0988'THE HEIGHT IS APPROXIMATELY 40 FEET.
 KF0988'
 KF0988'THE POINT INTERSECTED WAS THE CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0991 ***********************************************************************
 KF0991  DESIGNATION -  FRANKFORT METHODIST CH SPIRE
 KF0991  PID         -  KF0991
 KF0991  STATE/COUNTY-  KS/MARSHALL
 KF0991  USGS QUAD   -  FRANKFORT (1969)
 KF0991
 KF0991                         *CURRENT SURVEY CONTROL
 KF0991  ___________________________________________________________________
 KF0991* NAD 83(1997)-  39 42 19.23197(N)    096 25 08.12969(W)     ADJUSTED  
 KF0991* NAVD 88     -                                                        
 KF0991  ___________________________________________________________________
 KF0991  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 KF0991  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 KF0991
 KF0991  HORZ ORDER  -  THIRD
 KF0991
 KF0991.The horizontal coordinates were established by classical geodetic methods
 KF0991.and adjusted by the National Geodetic Survey in October 1998..
 KF0991
 KF0991
 KF0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0991
 KF0991.The geoid height was determined by GEOID03.
 KF0991
 KF0991;                    North         East     Units Scale Factor Converg.
 KF0991;SPC KS N     -   153,496.685   535,584.154   MT  0.99998828   +1 00 01.3
 KF0991;UTM  14      - 4,398,239.138   721,277.770   MT  1.00020286   +1 38 58.4
 KF0991
 KF0991                          SUPERSEDED SURVEY CONTROL
 KF0991
 KF0991  NAD 83(1997)-  39 42 19.23430(N)    096 25 08.12935(W) AD(       ) 4
 KF0991  NAD 83(1986)-  39 42 19.23754(N)    096 25 08.12621(W) AD(       ) 4
 KF0991  NAD 27      -  39 42 19.24000(N)    096 25 07.11000(W) AD(       ) 3
 KF0991
 KF0991.Superseded values are not recommended for survey control.
 KF0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0991.See file dsdata.txt to determine how the superseded data were derived.
 KF0991
 KF0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ2127898239(NAD 83)
 KF0991_MARKER: 90 = CHURCH SPIRE
 KF0991
 KF0991  HISTORY     - Date     Condition        Report By
 KF0991  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF0991  HISTORY     - 1965     GOOD             CGS
 KF0991
 KF0991                          STATION DESCRIPTION
 KF0991
 KF0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0991'THE STATION IS THE SPIRE ON THE FRANKFORT METHODIST CHURCH.
 KF0991'LOCATED IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF 5TH AND
 KF0991'KANSAS STREET IN THE NORTH EDGE OF TOWN.  IT IS A WHITE FRAME
 KF0991'STRUCTURE WITH A CONE SHAPED BELFRY OVER THE MAIN AND NORTHEAST
 KF0991'ENTRANCE.  POINT OBSERVED UPON, THE SPIRE ON THE TOP OF THE
 KF0991'BELFRY.
 KF0991
 KF0991                          STATION RECOVERY (1965)
 KF0991
 KF0991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0991'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0989 ***********************************************************************
 KF0989  DESIGNATION -  FRANKFORT MUNICIPAL TANK
 KF0989  PID         -  KF0989
 KF0989  STATE/COUNTY-  KS/MARSHALL
 KF0989  USGS QUAD   -  FRANKFORT (1969)
 KF0989
 KF0989                         *CURRENT SURVEY CONTROL
 KF0989  ___________________________________________________________________
 KF0989* NAD 83(1997)-  39 42 34.80680(N)    096 25 04.54290(W)     ADJUSTED  
 KF0989* NAVD 88     -                                                        
 KF0989  ___________________________________________________________________
 KF0989  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 KF0989  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 KF0989
 KF0989  HORZ ORDER  -  THIRD
 KF0989
 KF0989.The horizontal coordinates were established by classical geodetic methods
 KF0989.and adjusted by the National Geodetic Survey in October 1998..
 KF0989
 KF0989
 KF0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0989
 KF0989.The geoid height was determined by GEOID03.
 KF0989
 KF0989;                    North         East     Units Scale Factor Converg.
 KF0989;SPC KS N     -   153,978.448   535,661.193   MT  0.99998888   +1 00 03.6
 KF0989;UTM  14      - 4,398,721.847   721,349.361   MT  1.00020325   +1 39 01.3
 KF0989
 KF0989                          SUPERSEDED SURVEY CONTROL
 KF0989
 KF0989  NAD 83(1997)-  39 42 34.80858(N)    096 25 04.54258(W) AD(       ) 4
 KF0989  NAD 83(1986)-  39 42 34.81231(N)    096 25 04.53937(W) AD(       ) 4
 KF0989  NAD 27      -  39 42 34.80500(N)    096 25 03.51500(W) AD(       ) 3
 KF0989
 KF0989.Superseded values are not recommended for survey control.
 KF0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0989.See file dsdata.txt to determine how the superseded data were derived.
 KF0989
 KF0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ2134998722(NAD 83)
 KF0989_MARKER: 53 = ELEVATED TANK
 KF0989
 KF0989  HISTORY     - Date     Condition        Report By
 KF0989  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF0989  HISTORY     - 1965     GOOD             CGS
 KF0989
 KF0989                          STATION DESCRIPTION
 KF0989
 KF0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0989'LOCATED IN THE NORTH SECTION OF FRANKFORT, 60 FEET SOUTH OF NINTH
 KF0989'STREET AND 1/2 BLOCK WEST OF LOCUST STREET.
 KF0989'
 KF0989'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED BLACK SUPPORTING AN
 KF0989'ALUMINUM PAINTED TANK WITH THE NAME FRANKFORT IN LARGE BLACK
 KF0989'LETTERS ON THE SOUTH SIDE.  THE HEIGHT IS ABOUT 115 FEET.
 KF0989'
 KF0989'THE POINT INTERSECTED WAS THE APEX.
 KF0989
 KF0989                          STATION RECOVERY (1965)
 KF0989
 KF0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0989'THIS INTERSECTION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0600 ***********************************************************************
 HE0600  DESIGNATION -  FREDONIA
 HE0600  PID         -  HE0600
 HE0600  STATE/COUNTY-  KS/WILSON
 HE0600  USGS QUAD   -  FREDONIA (1975)
 HE0600
 HE0600                         *CURRENT SURVEY CONTROL
 HE0600  ___________________________________________________________________
 HE0600* NAD 83(1986)-  37 32 01.     (N)    095 49 35.     (W)     SCALED    
 HE0600* NAVD 88     -       272.407  (meters)     893.72   (feet)  ADJUSTED  
 HE0600  ___________________________________________________________________
 HE0600  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HE0600  DYNAMIC HT  -         272.193 (meters)     893.02  (feet)  COMP
 HE0600  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 HE0600
 HE0600  VERT ORDER  -  FIRST     CLASS II
 HE0600
 HE0600.The horizontal coordinates were scaled from a topographic map and have
 HE0600.an estimated accuracy of +/- 6 seconds.
 HE0600
 HE0600.The orthometric height was determined by differential leveling
 HE0600.and adjusted by the National Geodetic Survey in June 1991..
 HE0600
 HE0600.The geoid height was determined by GEOID03.
 HE0600
 HE0600.The dynamic height is computed by dividing the NAVD 88
 HE0600.geopotential number by the normal gravity value computed on the
 HE0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0600.degrees latitude (g = 980.6199 gals.).
 HE0600
 HE0600.The modeled gravity was interpolated from observed gravity values.
 HE0600
 HE0600;                    North         East    Units  Estimated Accuracy
 HE0600;SPC KS S     -   499,610.      636,270.      MT  (+/- 180 meters Scaled)
 HE0600
 HE0600                          SUPERSEDED SURVEY CONTROL
 HE0600
 HE0600  NGVD 29 (??/??/92)  272.267  (m)          893.26   (f) ADJ UNCH    1 2
 HE0600
 HE0600.Superseded values are not recommended for survey control.
 HE0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0600.See file dsdata.txt to determine how the superseded data were derived.
 HE0600
 HE0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB502578(NAD 83)
 HE0600_MARKER: DS = TRIANGULATION STATION DISK
 HE0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0600_STAMPING: FREDONIA 1933
 HE0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0600+STABILITY: SURFACE MOTION
 HE0600
 HE0600  HISTORY     - Date     Condition        Report By
 HE0600  HISTORY     - 1933     MONUMENTED       KSHC
 HE0600  HISTORY     - 1934     GOOD             NGS
 HE0600  HISTORY     - 1974     MARK NOT FOUND   USGS
 HE0600  HISTORY     - 1974     MARK NOT FOUND   USGS
 HE0600
 HE0600                          STATION DESCRIPTION
 HE0600
 HE0600'DESCRIBED BY KS HIGHWAY COMM 1933
 HE0600'AT FREDONIA.
 HE0600'AT FREDONIA, WILSON COUNTY, AT THE INTERSECTION OF NORTH SEVENTH
 HE0600'STREET AND MADISON STREET, 55 YARDS SOUTHEAST OF THE COURTHOUSE,
 HE0600'16.6 FEET NORTH OF THE NORTH CURB OF MADISON STREET, 14.9
 HE0600'FEET WEST OF THE WEST CURB OF NORTH SEVENTH STREET, AND IN
 HE0600'THE COURTHOUSE PARK.  A STANDARD DISK, STAMPED FREDONIA 1933 AND
 HE0600'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 HE0600
 HE0600                          STATION RECOVERY (1934)
 HE0600
 HE0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 HE0600'RECOVERED IN GOOD CONDITION.
 HE0600
 HE0600                          STATION RECOVERY (1974)
 HE0600
 HE0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HE0600'MARK NOT FOUND.
 HE0600
 HE0600                          STATION RECOVERY (1974)
 HE0600
 HE0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HE0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0867 ***********************************************************************
 HE0867  DESIGNATION -  FREDONIA
 HE0867  PID         -  HE0867
 HE0867  STATE/COUNTY-  KS/WILSON
 HE0867  USGS QUAD   -  FREDONIA (1975)
 HE0867
 HE0867                         *CURRENT SURVEY CONTROL
 HE0867  ___________________________________________________________________
 HE0867* NAD 83(1997)-  37 31 37.93518(N)    095 49 39.42237(W)     ADJUSTED  
 HE0867* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 HE0867  ___________________________________________________________________
 HE0867  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HE0867  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HE0867
 HE0867  HORZ ORDER  -  SECOND
 HE0867
 HE0867.The horizontal coordinates were established by classical geodetic methods
 HE0867.and adjusted by the National Geodetic Survey in October 1998..
 HE0867
 HE0867.The orthometric height was scaled from a topographic map.
 HE0867
 HE0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0867
 HE0867.The geoid height was determined by GEOID03.
 HE0867
 HE0867;                    North         East     Units Scale Factor Converg.
 HE0867;SPC KS S     -   498,891.480   636,178.841   MT  0.99995900   +1 38 32.1
 HE0867;UTM  15      - 4,157,116.938   250,130.997   MT  1.00036911   -1 43 23.9
 HE0867
 HE0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0867!SPC KS S     -   0.99995927  x   0.99995900  =   0.99991827
 HE0867!UTM  15      -   0.99995927  x   1.00036911  =   1.00032836
 HE0867
 HE0867:                Primary Azimuth Mark                     Grid Az
 HE0867:SPC KS S     -  FREDONIA COURTHOUSE TOP CENTER           000 54 20.4
 HE0867:UTM  15      -  FREDONIA COURTHOUSE TOP CENTER           004 16 16.4
 HE0867
 HE0867|---------------------------------------------------------------------|
 HE0867| PID    Reference Object                     Distance      Geod. Az  |
 HE0867|                                                           dddmmss.s |
 HE0867| HE0870 FREDONIA COURTHOUSE TOP CENTER      APPROX. 0.8 KM 0023252.5 |
 HE0867| HE0865 FREDONIA SACRED HEART CATH CH       APPROX. 1.1 KM 0490949.2 |
 HE0867| CL5229 FREDONIA RM 1                        23.315 METERS 05419     |
 HE0867| CL5228 FREDONIA AZ MK                                     2795627.9 |
 HE0867| CL5230 FREDONIA RM 2                        34.337 METERS 30720     |
 HE0867| HE0866 FREDONIA MOUND HS SPIRE             250.304 METERS 35231     |
 HE0867|---------------------------------------------------------------------|
 HE0867
 HE0867                          SUPERSEDED SURVEY CONTROL
 HE0867
 HE0867  NAD 83(1997)-  37 31 37.93931(N)    095 49 39.41990(W) AD(       ) 2
 HE0867  NAD 83(1986)-  37 31 37.94348(N)    095 49 39.40316(W) AD(       ) 2
 HE0867  NAD 27      -  37 31 37.75000(N)    095 49 38.47300(W) AD(       ) 2
 HE0867
 HE0867.Superseded values are not recommended for survey control.
 HE0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0867.See file dsdata.txt to determine how the superseded data were derived.
 HE0867
 HE0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5013157117(NAD 83)
 HE0867_MARKER: DS = TRIANGULATION STATION DISK
 HE0867_SETTING: 66 = SET IN ROCK OUTCROP
 HE0867
 HE0867  HISTORY     - Date     Condition        Report By
 HE0867  HISTORY     - 1934     MONUMENTED       CGS
 HE0867
 HE0867                          STATION DESCRIPTION
 HE0867
 HE0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0867'STATION IS LOCATED ON TOP OF PROMINENT ROCKY HILL WHICH IS
 HE0867'KNOWN LOCALLY AS SOUTH MOUND.  IT IS S OF FREDONIA, IN SEC. 13,
 HE0867'T 29 S, R 14 E, ON LAND OWNED BY B.E. LA DOW.
 HE0867'
 HE0867'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 HE0867'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HE0867'
 HE0867'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE.
 HE0867'
 HE0867'AZIMUTH MARK IS 30 FEET FROM S OF CENTER LINE OF ROAD AND 15
 HE0867'FEET E OF N-S FENCE LINE.
 HE0867'
 HE0867'AZIMUTH MARK IS REACHED FROM FREDONIA BY GOING W ON KANSAS
 HE0867'HIGHWAY 47 FOR 0.7 MILE FROM FREDONIA DEPOT.
 HE0867'
 HE0867'STATION IS REACHED FROM SW CORNER OF SQUARE IN FREDONIA W
 HE0867'0.1 MILE OR ONE BLOCK TO CROSSROADS, THENCE S 0.4 MILE TO
 HE0867'END OF STREETS AND GATE.  GO THROUGH GATE UP CINDER ROAD 0.1
 HE0867'MILE TO HAIRPIN CURVE, THENCE N 0.15 MILE TO WHERE OLD TRAIL GOES
 HE0867'UP HILL.  STATION IS 90 PACES S OF INTERSECTION OF TRAIL AND
 HE0867'ROAD, 30 PACES S OF N BREAK IN HILL, AND 60 PACES E OF PIPE
 HE0867'IN GROUND.
 HE0867'
 HE0867'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0868 ***********************************************************************
 HE0868  DESIGNATION -  FREDONIA CONSOL CEM CORP STK
 HE0868  PID         -  HE0868
 HE0868  STATE/COUNTY-  KS/WILSON
 HE0868  USGS QUAD   -  FREDONIA (1975)
 HE0868
 HE0868                         *CURRENT SURVEY CONTROL
 HE0868  ___________________________________________________________________
 HE0868* NAD 83(1997)-  37 30 33.54070(N)    095 49 16.61599(W)     ADJUSTED  
 HE0868* NAVD 88     -                                                        
 HE0868  ___________________________________________________________________
 HE0868  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HE0868  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HE0868
 HE0868  HORZ ORDER  -  THIRD
 HE0868
 HE0868.The horizontal coordinates were established by classical geodetic methods
 HE0868.and adjusted by the National Geodetic Survey in October 1998..
 HE0868
 HE0868
 HE0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0868
 HE0868.The geoid height was determined by GEOID03.
 HE0868
 HE0868;                    North         East     Units Scale Factor Converg.
 HE0868;SPC KS S     -   496,923.175   636,795.597   MT  0.99996116   +1 38 46.1
 HE0868;UTM  15      - 4,155,115.007   250,631.353   MT  1.00036604   -1 43 07.5
 HE0868
 HE0868                          SUPERSEDED SURVEY CONTROL
 HE0868
 HE0868  NAD 83(1997)-  37 30 33.54538(N)    095 49 16.61319(W) AD(       ) 4
 HE0868  NAD 83(1986)-  37 30 33.54896(N)    095 49 16.59837(W) AD(       ) 4
 HE0868  NAD 27      -  37 30 33.35037(N)    095 49 15.67670(W) AD(       ) 3
 HE0868
 HE0868.Superseded values are not recommended for survey control.
 HE0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0868.See file dsdata.txt to determine how the superseded data were derived.
 HE0868
 HE0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5063155115(NAD 83)
 HE0868_MARKER: 63 = STACK
 HE0868
 HE0868  HISTORY     - Date     Condition        Report By
 HE0868  HISTORY     - 1940     FIRST OBSERVED   CGS
 HE0868
 HE0868                          STATION DESCRIPTION
 HE0868
 HE0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE0868'STATION IS ABOUT 1.35 MILES S OF THE TOWN OF FREDONIA.  IT
 HE0868'IS THE LARGEST STACK OF A GROUP OF 3 AT THE PLANT OF THE
 HE0868'CONSOLIDATED CEMENT CORPORATION.
 HE0868'
 HE0868'THE STACK IS CONSTRUCTED OF WHITE CONCRETE, IS ABOUT 75 FEET
 HE0868'HIGH, ABOUT 5 FEET IN DIAMETER AT THE BASE AND 3 FEET IN DIAMETER
 HE0868'AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0871 ***********************************************************************
 HE0871  DESIGNATION -  FREDONIA CONSOL CEM CORP S STK
 HE0871  PID         -  HE0871
 HE0871  STATE/COUNTY-  KS/WILSON
 HE0871  USGS QUAD   -  FREDONIA (1975)
 HE0871
 HE0871                         *CURRENT SURVEY CONTROL
 HE0871  ___________________________________________________________________
 HE0871* NAD 83(1997)-  37 30 33.75904(N)    095 49 19.19139(W)     ADJUSTED  
 HE0871* NAVD 88     -                                                        
 HE0871  ___________________________________________________________________
 HE0871  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HE0871  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HE0871
 HE0871  HORZ ORDER  -  THIRD
 HE0871
 HE0871.The horizontal coordinates were established by classical geodetic methods
 HE0871.and adjusted by the National Geodetic Survey in October 1998..
 HE0871
 HE0871
 HE0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0871
 HE0871.The geoid height was determined by GEOID03.
 HE0871
 HE0871;                    North         East     Units Scale Factor Converg.
 HE0871;SPC KS S     -   496,928.087   636,732.181   MT  0.99996115   +1 38 44.5
 HE0871;UTM  15      - 4,155,123.636   250,568.310   MT  1.00036643   -1 43 09.0
 HE0871
 HE0871                          SUPERSEDED SURVEY CONTROL
 HE0871
 HE0871  NAD 83(1997)-  37 30 33.76329(N)    095 49 19.18895(W) AD(       ) 4
 HE0871  NAD 83(1986)-  37 30 33.76793(N)    095 49 19.17188(W) AD(       ) 4
 HE0871  NAD 27      -  37 30 33.57000(N)    095 49 18.24000(W) AD(       ) 3
 HE0871
 HE0871.Superseded values are not recommended for survey control.
 HE0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0871.See file dsdata.txt to determine how the superseded data were derived.
 HE0871
 HE0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5056855124(NAD 83)
 HE0871_MARKER: 63 = STACK
 HE0871
 HE0871  HISTORY     - Date     Condition        Report By
 HE0871  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0871
 HE0871                          STATION DESCRIPTION
 HE0871
 HE0871'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0870 ***********************************************************************
 HE0870  DESIGNATION -  FREDONIA COURTHOUSE TOP CENTER
 HE0870  PID         -  HE0870
 HE0870  STATE/COUNTY-  KS/WILSON
 HE0870  USGS QUAD   -  FREDONIA (1975)
 HE0870
 HE0870                         *CURRENT SURVEY CONTROL
 HE0870  ___________________________________________________________________
 HE0870* NAD 83(1997)-  37 32 03.70854(N)    095 49 37.98219(W)     ADJUSTED  
 HE0870* NAVD 88     -                                                        
 HE0870  ___________________________________________________________________
 HE0870  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HE0870  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HE0870
 HE0870  HORZ ORDER  -  THIRD
 HE0870
 HE0870.The horizontal coordinates were established by classical geodetic methods
 HE0870.and adjusted by the National Geodetic Survey in October 1998..
 HE0870
 HE0870
 HE0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0870
 HE0870.The geoid height was determined by GEOID03.
 HE0870
 HE0870;                    North         East     Units Scale Factor Converg.
 HE0870;SPC KS S     -   499,686.724   636,191.412   MT  0.99995816   +1 38 33.0
 HE0870;UTM  15      - 4,157,910.398   250,190.259   MT  1.00036875   -1 43 24.0
 HE0870
 HE0870                          SUPERSEDED SURVEY CONTROL
 HE0870
 HE0870  NAD 83(1997)-  37 32 03.71267(N)    095 49 37.97976(W) AD(       ) 4
 HE0870  NAD 83(1986)-  37 32 03.71690(N)    095 49 37.96303(W) AD(       ) 4
 HE0870  NAD 27      -  37 32 03.53000(N)    095 49 37.03000(W) AD(       ) 3
 HE0870
 HE0870.Superseded values are not recommended for survey control.
 HE0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0870.See file dsdata.txt to determine how the superseded data were derived.
 HE0870
 HE0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5019057910(NAD 83)
 HE0870
 HE0870  HISTORY     - Date     Condition        Report By
 HE0870  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0870  HISTORY     - 1957     GOOD             CGS
 HE0870
 HE0870                          STATION DESCRIPTION
 HE0870
 HE0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 HE0870'THE STATION IS THE TOP CENTER OF THE COURTHOUSE LOCATED
 HE0870'IN THE CENTER OF FREDONIA AND ON THE NORTH SIDE OF MADISON
 HE0870'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0866 ***********************************************************************
 HE0866  DESIGNATION -  FREDONIA MOUND HS SPIRE
 HE0866  PID         -  HE0866
 HE0866  STATE/COUNTY-  KS/WILSON
 HE0866  USGS QUAD   -  FREDONIA (1975)
 HE0866
 HE0866                         *CURRENT SURVEY CONTROL
 HE0866  ___________________________________________________________________
 HE0866* NAD 83(1997)-  37 31 45.98486(N)    095 49 40.75054(W)     ADJUSTED  
 HE0866* NAVD 88     -                                                        
 HE0866  ___________________________________________________________________
 HE0866  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 HE0866  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HE0866
 HE0866  HORZ ORDER  -  THIRD
 HE0866
 HE0866.The horizontal coordinates were established by classical geodetic methods
 HE0866.and adjusted by the National Geodetic Survey in October 1998..
 HE0866
 HE0866
 HE0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0866
 HE0866.The geoid height was determined by GEOID03.
 HE0866
 HE0866;                    North         East     Units Scale Factor Converg.
 HE0866;SPC KS S     -   499,138.604   636,139.133   MT  0.99995873   +1 38 31.3
 HE0866;UTM  15      - 4,157,366.069   250,105.856   MT  1.00036927   -1 43 25.0
 HE0866
 HE0866                          SUPERSEDED SURVEY CONTROL
 HE0866
 HE0866  NAD 83(1997)-  37 31 45.98901(N)    095 49 40.74809(W) AD(       ) 4
 HE0866  NAD 83(1986)-  37 31 45.99330(N)    095 49 40.73133(W) AD(       ) 4
 HE0866  NAD 27      -  37 31 45.80000(N)    095 49 39.80000(W) AD(       ) 3
 HE0866
 HE0866.Superseded values are not recommended for survey control.
 HE0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0866.See file dsdata.txt to determine how the superseded data were derived.
 HE0866
 HE0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5010657366(NAD 83)
 HE0866_MARKER: 89 = SPIRE
 HE0866
 HE0866  HISTORY     - Date     Condition        Report By
 HE0866  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0866
 HE0866                          STATION DESCRIPTION
 HE0866
 HE0866'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0865 ***********************************************************************
 HE0865  DESIGNATION -  FREDONIA SACRED HEART CATH CH
 HE0865  PID         -  HE0865
 HE0865  STATE/COUNTY-  KS/WILSON
 HE0865  USGS QUAD   -  FREDONIA (1975)
 HE0865
 HE0865                         *CURRENT SURVEY CONTROL
 HE0865  ___________________________________________________________________
 HE0865* NAD 83(1997)-  37 32 01.88788(N)    095 49 04.61934(W)     ADJUSTED  
 HE0865* NAVD 88     -                                                        
 HE0865  ___________________________________________________________________
 HE0865  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HE0865  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HE0865
 HE0865  HORZ ORDER  -  THIRD
 HE0865
 HE0865.The horizontal coordinates were established by classical geodetic methods
 HE0865.and adjusted by the National Geodetic Survey in October 1998..
 HE0865
 HE0865
 HE0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0865
 HE0865.The geoid height was determined by GEOID03.
 HE0865
 HE0865;                    North         East     Units Scale Factor Converg.
 HE0865;SPC KS S     -   499,654.137   637,011.758   MT  0.99995822   +1 38 53.5
 HE0865;UTM  15      - 4,157,829.670   251,007.610   MT  1.00036373   -1 43 03.6
 HE0865
 HE0865                          SUPERSEDED SURVEY CONTROL
 HE0865
 HE0865  NAD 83(1997)-  37 32 01.89202(N)    095 49 04.61694(W) AD(       ) 4
 HE0865  NAD 83(1986)-  37 32 01.89633(N)    095 49 04.60020(W) AD(       ) 4
 HE0865  NAD 27      -  37 32 01.70400(N)    095 49 03.66800(W) AD(       ) 3
 HE0865
 HE0865.Superseded values are not recommended for survey control.
 HE0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0865.See file dsdata.txt to determine how the superseded data were derived.
 HE0865
 HE0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5100857830(NAD 83)
 HE0865_MARKER: 91 = CHURCH CROSS
 HE0865
 HE0865  HISTORY     - Date     Condition        Report By
 HE0865  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0865  HISTORY     - 1957     GOOD             CGS
 HE0865
 HE0865                          STATION DESCRIPTION
 HE0865
 HE0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JBW)
 HE0865'THE STATION IS LOCATED IN THE EASTERN SECTION OF FREDONIA
 HE0865'AT THE INTERSECTION OF 13 TH. STREET AND MADISON ST..  THE
 HE0865'STATION IS THE TOP OF THE CROSS AND IS ON THE TOP OF THE
 HE0865'SPIRE AT THE SOUTH EDGE OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1127 ***********************************************************************
 KF1127  DESIGNATION -  FREDRICH
 KF1127  PID         -  KF1127
 KF1127  STATE/COUNTY-  KS/RILEY
 KF1127  USGS QUAD   -  LASITA (1983)
 KF1127
 KF1127                         *CURRENT SURVEY CONTROL
 KF1127  ___________________________________________________________________
 KF1127* NAD 83(1997)-  39 25 00.43243(N)    096 52 36.57085(W)     ADJUSTED  
 KF1127* NAVD 88     -       435.95   (+/-2cm)    1430.3    (feet)  VERTCON   
 KF1127  ___________________________________________________________________
 KF1127  LAPLACE CORR-         -11.47  (seconds)                    DEFLEC99
 KF1127  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 KF1127
 KF1127  HORZ ORDER  -  SECOND
 KF1127  VERT ORDER  -  THIRD ? (See Below)
 KF1127
 KF1127.The horizontal coordinates were established by classical geodetic methods
 KF1127.and adjusted by the National Geodetic Survey in October 1998..
 KF1127
 KF1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1127.The vertical order pertains to the NGVD 29 superseded value.
 KF1127
 KF1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1127
 KF1127.The geoid height was determined by GEOID03.
 KF1127
 KF1127;                    North         East     Units Scale Factor Converg.
 KF1127;SPC KS N     -   120,876.493   496,716.950   MT  0.99996104   +0 42 38.3
 KF1127;UTM  14      - 4,365,180.329   682,774.150   MT  1.00001132   +1 20 54.6
 KF1127
 KF1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1127!SPC KS N     -   0.99993607  x   0.99996104  =   0.99989711
 KF1127!UTM  14      -   0.99993607  x   1.00001132  =   0.99994739
 KF1127
 KF1127:                Primary Azimuth Mark                     Grid Az
 KF1127:SPC KS N     -  ROSE HILL COMMUNITY CH SPIRE             052 43 19.5
 KF1127:UTM  14      -  ROSE HILL COMMUNITY CH SPIRE             052 05 03.2
 KF1127
 KF1127|---------------------------------------------------------------------|
 KF1127| PID    Reference Object                     Distance      Geod. Az  |
 KF1127|                                                           dddmmss.s |
 KF1127| KF1151 ROSE HILL COMMUNITY CH SPIRE        APPROX.17.1 KM 0532557.8 |
 KF1127| CL6546 FREDRICH RM 1                        20.557 METERS 07834     |
 KF1127| KF1122 LEONARDVILLE MUNICIPAL TANK         APPROX. 5.9 KM 1643058.5 |
 KF1127| CL6545 FREDRICH AZ MK                                     1814157.9 |
 KF1127| CL6547 FREDRICH RM 2                        22.998 METERS 35023     |
 KF1127|---------------------------------------------------------------------|
 KF1127
 KF1127                          SUPERSEDED SURVEY CONTROL
 KF1127
 KF1127  NAD 83(1997)-  39 25 00.43871(N)    096 52 36.56940(W) AD(       ) 2
 KF1127  NAD 83(1986)-  39 25 00.43909(N)    096 52 36.56874(W) AD(       ) 2
 KF1127  NAD 27      -  39 25 00.44800(N)    096 52 35.52300(W) AD(       ) 2
 KF1127  NGVD 29 (07/19/86)  435.83   (m)         1429.9    (f) LEVELING    3  
 KF1127
 KF1127.Superseded values are not recommended for survey control.
 KF1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1127.See file dsdata.txt to determine how the superseded data were derived.
 KF1127
 KF1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8277465180(NAD 83)
 KF1127_MARKER: DS = TRIANGULATION STATION DISK
 KF1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1127
 KF1127  HISTORY     - Date     Condition        Report By
 KF1127  HISTORY     - 1947     MONUMENTED       CGS
 KF1127  HISTORY     - 1965     GOOD             CGS
 KF1127  HISTORY     - 1966     GOOD             CGS
 KF1127
 KF1127                          STATION DESCRIPTION
 KF1127
 KF1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1127'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF LEONARDVILLE,
 KF1127'4.5 MILES WEST OF WALSBURG AND 10.0 MILES SOUTHWEST OF RANDOLPH
 KF1127'ON LAND OWNED BY MR. JOHN FREDRICH.  IT IS IN THE SOUTHWEST CORNER
 KF1127'OF A PASTURE LAND, 30 FEET EAST OF A NORTH-SOUTH SECTION LINE
 KF1127'ROAD, 15 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 45 FEET NORTH
 KF1127'OF FENCE CORNER AND GATE.  IT IS STAMPED FREDRICH 1947 AND
 KF1127'PROJECTS 2 INCHES.
 KF1127'
 KF1127'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, SET IN THE
 KF1127'OPEN PASTURE LAND.  IT IS STAMPED FREDRICH NO 1 1947 AND SET
 KF1127'FLUSH WITH THE GROUND SURFACE.
 KF1127'
 KF1127'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 15 FEET
 KF1127'EAST OF THE CENTER OF THE NORTH-SOUTH SECTION LINE ROAD AND 1
 KF1127'FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED FREDRICH
 KF1127'NO 2 1947 AND PROJECTS 4 INCHES.
 KF1127'
 KF1127'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION, 17 FEET
 KF1127'WEST OF NORTH-SOUTH DIRT ROAD, 3 FEET NORTH OF WHITE WITNESS
 KF1127'POST, SET IN OLD FENCE LINE.  IT IS STAMPED FREDRICH 1947 AND
 KF1127'PROJECTS 2 INCHES.
 KF1127'
 KF1127'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 KF1127'U.S. HIGHWAY 24 IN LEONARDVILLE, GO EAST ON HIGHWAY 24 FOR 0.45
 KF1127'MILE TO CROSS ROADS, TURN LEFT AND GO NORTH FOR 2.95 MILES TO
 KF1127'CROSS ROADS, TURN LEFT AND GO WEST FOR 1.0 MILE TO A SIDE ROAD
 KF1127'LEFT, CONTINUE STRAIGHT AHEAD WEST FOR 0.5 MILE TO A SIDE ROAD
 KF1127'RIGHT, TURN RIGHT AND GO NORTH FOR 0.2 MILE TO THE AZIMUTH MARK
 KF1127'ON THE LEFT AS DESCRIBED, CONTINUE STRAIGHT AHEAD NORTH FOR 0.3
 KF1127'MILE TO A WIRE GATE IN FENCE CORNER ON THE RIGHT AND STATION
 KF1127'AS DESCRIBED.
 KF1127'
 KF1127'A 74 FOOT SIGNAL AT STATION WALSBURG IS VISIBLE AT 37 FEET.
 KF1127'
 KF1127'A 74 FOOT SIGNAL AT STATION BALA IS VISIBLE AT 50 FEET.
 KF1127'
 KF1127'A 47 FOOT SIGNAL AT STATION SAM 1935 IS VISIBLE AT 37 FEET.
 KF1127'
 KF1127'A 4 FOOT SIGNAL AT STATION BODAVILLE IS VISIBLE AT 37 FEET.
 KF1127'
 KF1127'A 74 FOOT SIGNAL AT STATION COTTAGE HILL IS VISIBLE AT 37 FEET.
 KF1127'
 KF1127'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KF1127
 KF1127                          STATION RECOVERY (1965)
 KF1127
 KF1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1127'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF1127'RECOVERED AND FOUND TO BE IN GOOD CONDITION, EXCEPT THE AZIMUTH
 KF1127'MARK, IT APPEARS TO BE TILTED SLIGHTLY TO THE NORTH.  A METAL
 KF1127'WITNESS POST AND SIGN WAS SET IN THE FENCE LINE 13 FEET WEST
 KF1127'OF THE STATION MARK.  A METAL WITNESS POST WAS SET 1.0 FOOT
 KF1127'NORTH OF THE AZIMUTH MARK AND THE MARK IS NOW ABOUT 2-INCHES
 KF1127'BELOW THE SURFACE OF THE GROUND.  REFERENCE MARK NO. 1 IS 53
 KF1127'FEET NORTH OF A FENCE LINE.
 KF1127'
 KF1127'THE ORIGINAL DESCRIPTION TO REACH IS CORRECT.
 KF1127
 KF1127                          STATION RECOVERY (1966)
 KF1127
 KF1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1127'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KF1127'WERE RECOVERED AS DESCRIBED IN 1947 AND THE MARKS WERE IN GOOD
 KF1127'CONDITION.  THE AZIMUTH MARK WAS FOUND TILTED SLIGHTLY AND THE
 KF1127'ARROW DID NOT POINT TOWARD THE STATION.
 KF1127'
 KF1127'THE MARK WAS LEFT IN PLACE AND A NEW DIRECTION WAS OBSERVED
 KF1127'FROM THE LEONARDVILLE, MUN. WATER TANK 1947.
 KF1127'
 KF1127'THE DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED. THE DISTANCE
 KF1127'TO REFERENCE MARK NO. 2 FAILED TO CHECK BY 0.08 FEET.
 KF1127'
 KF1127'THE ANGLE BETWEEN THE REFERENCE MARKS FAILED TO CHECK BY 4
 KF1127'MINUTES 40 SECONDS.
 KF1127'
 KF1127'FOLLOWING IS A NEW TO REACH FOR THE STATION AND NOTES FOR THE
 KF1127'AZIMUTH MARK.
 KF1127'
 KF1127'TO REACH THE STATION FROM THE MAIN INTERSECTION IN LEONARDVILLE,
 KF1127'GO EAST ON U.S. HIGHWAY 24, FOR 0.5 MILE TO THE JUNCTION WITH
 KF1127'RILEY COUNTY ROAD 875.  TURN LEFT AND GO NORTH ON COUNTY ROAD
 KF1127'875 FOR 2.9 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 KF1127'GRAVELED ROAD FOR 2.5 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 KF1127'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE
 KF1127'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD
 KF1127'FOR 0.3 MILE TO A WIRE GATE IN A FENCE CORNER AND THE STATION
 KF1127'ON THE RIGHT.
 KF1127'
 KF1127'AZIMUTH MARK, A STANDARD DISK STAMPED FREDRICH 1947 RESET 1966,
 KF1127'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KF1127'THE SURFACE OF THE GROUND.  IT IS 17 FEET WEST OF THE CENTER
 KF1127'OF A GRAVELED ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 KF1127'
 KF1127'NOTE- THE STATION MARK IS 13.5 FEET EAST OF A METAL WITNESS POST
 KF1127'SET IN A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0750 ***********************************************************************
 JG0750  DESIGNATION -  FREDRICK
 JG0750  PID         -  JG0750
 JG0750  STATE/COUNTY-  KS/RICE
 JG0750  USGS QUAD   -  CHASE NE (1970)
 JG0750
 JG0750                         *CURRENT SURVEY CONTROL
 JG0750  ___________________________________________________________________
 JG0750* NAD 83(1997)-  38 28 42.59329(N)    098 17 38.10410(W)     ADJUSTED  
 JG0750* NAVD 88     -       527.8    (meters)    1732.     (feet)  VERTCON   
 JG0750  ___________________________________________________________________
 JG0750  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 JG0750  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 JG0750
 JG0750  HORZ ORDER  -  FIRST
 JG0750
 JG0750.The horizontal coordinates were established by classical geodetic methods
 JG0750.and adjusted by the National Geodetic Survey in October 1998..
 JG0750
 JG0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0750
 JG0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0750
 JG0750.The geoid height was determined by GEOID03.
 JG0750
 JG0750;                    North         East     Units Scale Factor Converg.
 JG0750;SPC KS S     -   601,111.245   417,982.156   MT  0.99998375   +0 07 35.9
 JG0750;SPC KS N     -    16,156.568   374,351.957   MT  1.00004697   -0 11 09.5
 JG0750;UTM  14      - 4,259,143.682   561,587.520   MT  0.99964671   +0 26 21.7
 JG0750
 JG0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0750!SPC KS S     -   0.99992141  x   0.99998375  =   0.99990516
 JG0750!SPC KS N     -   0.99992141  x   1.00004697  =   0.99996837
 JG0750!UTM  14      -   0.99992141  x   0.99964671  =   0.99956814
 JG0750
 JG0750:                Primary Azimuth Mark                     Grid Az
 JG0750:SPC KS S     -  GENESEO MUNICIPAL TANK                   070 27 37.0
 JG0750:SPC KS N     -  GENESEO MUNICIPAL TANK                   070 46 22.4
 JG0750:UTM  14      -  GENESEO MUNICIPAL TANK                   070 08 51.2
 JG0750
 JG0750|---------------------------------------------------------------------|
 JG0750| PID    Reference Object                     Distance      Geod. Az  |
 JG0750|                                                           dddmmss.s |
 JG0750| JG0691 GENESEO MUNICIPAL TANK              APPROX.12.8 KM 0703512.9 |
 JG0750| CK9635 FREDRICK AZ MK                                     0894625.6 |
 JG0750| JG0729 LYONS TV STA KARD MAST              APPROX.15.6 KM 1412426.3 |
 JG0750| JG0730 LYONS NORTH MUNICIPAL TANK          APPROX.15.9 KM 1502015.0 |
 JG0750| CK9636 FREDRICK RM 1                        24.149 METERS 15511     |
 JG0750| CK9638 FREDRICK RM 3                        23.958 METERS 15704     |
 JG0750| CK9637 FREDRICK RM 2                        21.299 METERS 25816     |
 JG0750| CK9639 FREDRICK RM 4                        21.778 METERS 26241     |
 JG0750| JG0708 BUSHTON MUNICIPAL TANK              APPROX. 9.7 KM 2915707.2 |
 JG0750| JG0701 NORTHERN NAT GAS MAST KAC 970       APPROX. 7.0 KM 3104746.4 |
 JG0750| JG0709 HOLYROOD MUNICIPAL TANK             APPROX.16.0 KM 3201453.9 |
 JG0750| JG0703 LORRAINE MUNICIPAL TANK             APPROX.10.5 KM 3491825.5 |
 JG0750|---------------------------------------------------------------------|
 JG0750
 JG0750                          SUPERSEDED SURVEY CONTROL
 JG0750
 JG0750  NAD 83(1986)-  38 28 42.60108(N)    098 17 38.10413(W) AD(       ) 1
 JG0750  NAD 27      -  38 28 42.56500(N)    098 17 36.87800(W) AD(       ) 1
 JG0750  NGVD 29 (07/19/86)  527.6    (m)         1731.     (f) VERT ANG       
 JG0750
 JG0750.Superseded values are not recommended for survey control.
 JG0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0750.See file dsdata.txt to determine how the superseded data were derived.
 JG0750
 JG0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6158859144(NAD 83)
 JG0750_MARKER: DS = TRIANGULATION STATION DISK
 JG0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0750_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0750
 JG0750  HISTORY     - Date     Condition        Report By
 JG0750  HISTORY     - 1952     MONUMENTED       CGS
 JG0750  HISTORY     - 1967     GOOD             CGS
 JG0750
 JG0750                          STATION DESCRIPTION
 JG0750
 JG0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0750'THE STATION IS ABOUT 6 MILES SOUTH-SOUTHEAST OF BUSHTON, 3 MILES
 JG0750'SOUTHWEST OF FREDRICK, IN SECTION 14, T 18 S, R 6 W, 35 FEET
 JG0750'NORTH OF THE CENTER OF A GRADED DIRT ROAD, 30 FEET EAST OF
 JG0750'CENTER OF GRADED DIRT ROAD, AND 10 FEET NORTH OF A TELEPHONE
 JG0750'POLE.
 JG0750'
 JG0750'TO REACH THE STATION FROM THE POST OFFICE IN BUSHTON, GO SOUTH
 JG0750'AND EAST ON STATE HIGHWAY 4 FOR 5.9 MILES TO A CROSS ROAD,
 JG0750'TURN RIGHT AND GO SOUTH ON GRADED DIRT ROAD FOR 2.0 MILES
 JG0750'TO A CROSS ROAD AND STATION ON LEFT, TURN LEFT AND GO EAST
 JG0750'FOR 0.3 MILE TO THE AZIMUTH MARK ON LEFT.
 JG0750'
 JG0750'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 JG0750'FREDRICK 1952.
 JG0750'
 JG0750'REFERENCE MARK 1 IS 50 FEET EAST OF CENTER OF GRADED DIRT ROAD,
 JG0750'25 FEET SOUTH OF CENTER OF GRADED DIRT ROAD, AND 1 FOOT NORTH
 JG0750'OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES, AND THE DISK IS
 JG0750'STAMPED FREDRICK NO 1 1952.
 JG0750'
 JG0750'REFERENCE MARK 2 IS 40 FEET NORTHWEST OF THE CENTER OF AN
 JG0750'INTERSECTION.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 JG0750'STAMPED FREDRICK NO 2 1952.
 JG0750'
 JG0750'THE AZIMUTH MARK IS 300 YARDS NORTHWEST OF A FARM HOUSE, 30
 JG0750'FEET NORTH OF CENTER OF A GRADED DIRT ROAD, 2 FEET NORTH OF A
 JG0750'4 X 4 INCH WITNESS POST, AND 1 FOOT WEST OF A TELEPHONE POLE.  THE
 JG0750'MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED FREDRICK 1952.
 JG0750'
 JG0750'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JG0750
 JG0750                          STATION RECOVERY (1967)
 JG0750
 JG0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 JG0750'STATION MARK AND THE AZIMUTH MARK WERE BOTH RECOVERED AND ARE IN GOOD
 JG0750'CONDITION.
 JG0750'
 JG0750'REFERENCE MARKS NUMBERES 1 AND 2 WERE FOUND BUT WERE OUT OF
 JG0750'POSITION.  MARKS HAVE BEEN NOW BEEN DESTROYED AND TWO NEW REFERENCE
 JG0750'MARKS, NUMBERS 3 AND 4 HAVE BEEN ESTABLISHED.
 JG0750'
 JG0750'LAND ON WHICH THE STATION IS ESTABLISHED, IS NOW OWNED BY A
 JG0750'MR. H.A. MANWAREN WHO LIVES ACROSS THE ROAD, SOUTH FROM THE
 JG0750'AZIMUTH MARK.
 JG0750'
 JG0750'STATION MARK DISK IS STAMPED FREDRICK 1952 AND THE MARK PROJECTS
 JG0750'ABOUT 1 INCH.  MARK IS 55 FEET NORTHEAST OF THE CENTER OF A
 JG0750'GRAVELROADS INTERSECTION, 41 FEET NORTH OF THE CENTER OF AN
 JG0750'EAST-WEST GRAVELED ROAD, 37 FEET EAST OF THE CENTER OF A
 JG0750'NORTH-SOUTH GRAVELED ROAD, 24.8 FEET WEST-NORTHWEST OF A POWERLINE
 JG0750'POLE, 21.2 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE AND AT THE
 JG0750'SOUTHWEST CORNER OF A CULTIVATED FIELD.
 JG0750'
 JG0750'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 JG0750'FREDRICK 1952 NO 3 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 JG0750'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 104-1/2
 JG0750'FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 30 FEET
 JG0750'SOUTH OF THE CENTER OF THE EAST-WEST OF GRAVELED ROAD AND 1.3 FEET
 JG0750'NORTH OF AN EAST-WEST FENCELINE.
 JG0750'
 JG0750'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 JG0750'FREDRICK 1952 NO 4 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 JG0750'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 48 FEET
 JG0750'NORTHWEST OF THE CENTER OF THE GRAVELED ROADS INTERSECTION, 34
 JG0750'FEET WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD AND 32
 JG0750'FEET NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD.
 JG0750'
 JG0750'AZIMUTH MARK DISK IS STAMPED FREDRICK 1952 AND THE MARK IS FLUSH WITH
 JG0750'THE SURFACE OF THE GROUND.  MARK IS 33 FEET NORTH OF THE CENTER OF
 JG0750'THE EAST-WEST GRAVELED ROAD, 30.8 FEET WEST OF A UTILITY POLE, 1.9
 JG0750'FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND ABOUT 250 FEET
 JG0750'NORTH OF THE HOME OF MR. H.A. MANWAREN.
 JG0750'
 JG0750'STATION IS REACHED FROM THE RAILROAD CROSSING AND DEPOT IN BUSHTON.
 JG0750'GO NORTH ON THE MAIN STREET AND PAVED ROAD FOR 0.45 MILE.  TURN
 JG0750'RIGHT AND GO EAST ON STATE HIGHWAY 4 FOR 5.55 MILE TO A CROSS ROAD.
 JG0750'TURN RIGHT, CROSS A RAILROAD TRACK AND CONTINUE SOUTH ON A
 JG0750'GRAVELED ROAD FOR 2.4 MILES TO A GRAVELED ROADS INTERSECTION AND
 JG0750'STATION MARK ON LEFT, AS DESCRIBED.  TURN LEFT AND GO EAST ON A
 JG0750'GRAVELED ROAD FOR 0.3 MILE TO AZIMUTH MARK ON LEFT.
 JG0750'
 JG0750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SSW OF
 JG0750'FREDRICK.
 JG0750'
 JG0750'HEIGHT OF LIGHT ABOVE STATION MARK 85.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0731 ***********************************************************************
 KG0731  DESIGNATION -  FREE
 KG0731  PID         -  KG0731
 KG0731  STATE/COUNTY-  KS/PHILLIPS
 KG0731  USGS QUAD   -  PHILLIPSBURG NORTH (1973)
 KG0731
 KG0731                         *CURRENT SURVEY CONTROL
 KG0731  ___________________________________________________________________
 KG0731* NAD 83(1997)-  39 49 41.58748(N)    099 19 42.94446(W)     ADJUSTED  
 KG0731* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 KG0731  ___________________________________________________________________
 KG0731  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 KG0731  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 KG0731
 KG0731  HORZ ORDER  -  THIRD
 KG0731
 KG0731.The horizontal coordinates were established by classical geodetic methods
 KG0731.and adjusted by the National Geodetic Survey in October 1998..
 KG0731
 KG0731.The orthometric height was scaled from a topographic map.
 KG0731
 KG0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0731
 KG0731.The geoid height was determined by GEOID03.
 KG0731
 KG0731;                    North         East     Units Scale Factor Converg.
 KG0731;SPC KS N     -   166,790.340   286,265.523   MT  1.00000759   -0 50 26.2
 KG0731;UTM  14      - 4,408,743.107   471,880.984   MT  0.99960973   -0 12 37.7
 KG0731
 KG0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0731!SPC KS N     -   0.99990479  x   1.00000759  =   0.99991238
 KG0731!UTM  14      -   0.99990479  x   0.99960973  =   0.99951456
 KG0731
 KG0731|---------------------------------------------------------------------|
 KG0731| PID    Reference Object                     Distance      Geod. Az  |
 KG0731|                                                           dddmmss.s |
 KG0731| CN9329 FREE RM 1                            10.384 METERS 00011     |
 KG0731| CN9328 FREE AZ MK                                         0030802.1 |
 KG0731| KG0730 PHILLIPSBURG MUN STANDPIPE          APPROX. 8.0 KM 1790017.1 |
 KG0731| CN9330 FREE RM 2                            12.933 METERS 17911     |
 KG0731|---------------------------------------------------------------------|
 KG0731
 KG0731                          SUPERSEDED SURVEY CONTROL
 KG0731
 KG0731  NAD 83(1997)-  39 49 41.59046(N)    099 19 42.94565(W) AD(       ) 3
 KG0731  NAD 83(1986)-  39 49 41.59303(N)    099 19 42.94618(W) AD(       ) 3
 KG0731  NAD 27      -  39 49 41.55300(N)    099 19 41.59700(W) AD(       ) 3
 KG0731
 KG0731.Superseded values are not recommended for survey control.
 KG0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0731.See file dsdata.txt to determine how the superseded data were derived.
 KG0731
 KG0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK7188108743(NAD 83)
 KG0731_MARKER: DS = TRIANGULATION STATION DISK
 KG0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0731
 KG0731  HISTORY     - Date     Condition        Report By
 KG0731  HISTORY     - 1950     MONUMENTED       CGS
 KG0731
 KG0731                          STATION DESCRIPTION
 KG0731
 KG0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0731'THE STATION IS LOCATED ABOUT 5.2 MILES NORTH OF PHILLIPSBURG ON
 KG0731'THE SUMMIT OF A HILL ALONG THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 KG0731'NO. 183.  IT IS 56.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO.
 KG0731'183, 24.0 FEET NORTH OF THE CENTER OF A T ROAD, 6.5 FEET EAST
 KG0731'OF A FENCE CORNER AND 6.5 FEET SOUTHEAST OF A WITNESS POST.  IT
 KG0731'PROJECTS 2 INCHES AND IS STAMPED FREE 1950.
 KG0731'
 KG0731'REFERENCE MARK NO. 1 IS 56.0 FEET WEST OF THE CENTER OF U.S.
 KG0731'HIGHWAY NO. 183 AND 6.0 FEET EAST OF A NORTH-SOUTH FENCE.  IT
 KG0731'PROJECTS 2 INCHES AND IS STAMPED FREE NO 1 1950.
 KG0731'
 KG0731'REFERENCE MARK NO. 2 IS 56.0 FEET WEST OF THE CENTER OF U.S.
 KG0731'HIGHWAY NO. 183.  IT PROJECTS 2 INCHES AND IS STAMPED FREE NO 2
 KG0731'1950.
 KG0731'
 KG0731'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KG0731'2 IS 76.50 FEET.
 KG0731'
 KG0731'THE AZIMUTH MARK IS ABOUT 108.0 FEET NORTH OF THE CENTER OF A
 KG0731'DRIVE INTO A PASTURE AND A WIRE GATE, 56.0 FEET EAST OF THE
 KG0731'CENTER OF U.S. HIGHWAY NO. 183, 10.0 FEET SOUTH OF A TELEPHONE
 KG0731'POLE, 2.0 FEET SOUTH OF A WITNESS POST AND 1.5 FEET WEST OF A
 KG0731'FENCE.  IT IS SET FLUSH AND IS STAMPED FREE 1950.
 KG0731'
 KG0731'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 KG0731'SQUARE JUST NORTH OF THE POST OFFICE IN PHILLIPSBURG, GO WEST ON
 KG0731'U.S. HIGHWAY NO. 36 AND U.S. HIGHWAY NO. 183 FOR 1 BLOCK TO
 KG0731'WHERE U.S. HIGHWAY NO. 183 TURNS TO THE RIGHT.  HERE TURN RIGHT
 KG0731'ON U.S. HIGHWAY NO. 183 FOR 5.2 MILES TO THE SUMMIT OF A HILL
 KG0731'JUST AFTER PASSING A T ROAD ON THE LEFT AND THE STATION ON THE
 KG0731'LEFT AS DESCRIBED.  CONTINUE NORTH ON U.S. HIGHWAY NO. 183 FOR
 KG0731'0.4 MILE TO THE TOP OF A SMALL KNOLL AND THE AZIMUTH MARK ON
 KG0731'THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1120 ***********************************************************************
 HE1120  DESIGNATION -  FREED
 HE1120  PID         -  HE1120
 HE1120  STATE/COUNTY-  KS/CRAWFORD
 HE1120  USGS QUAD   -  GRINDSTONE CREEK (1973)
 HE1120
 HE1120                         *CURRENT SURVEY CONTROL
 HE1120  ___________________________________________________________________
 HE1120* NAD 83(1997)-  37 25 40.04567(N)    094 57 27.56333(W)     ADJUSTED  
 HE1120* NAVD 88     -       291.5    (meters)     956.     (feet)  VERTCON   
 HE1120  ___________________________________________________________________
 HE1120  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HE1120  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HE1120
 HE1120  HORZ ORDER  -  SECOND
 HE1120
 HE1120.The horizontal coordinates were established by classical geodetic methods
 HE1120.and adjusted by the National Geodetic Survey in October 1998..
 HE1120
 HE1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1120
 HE1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1120
 HE1120.The geoid height was determined by GEOID03.
 HE1120
 HE1120;                    North         East     Units Scale Factor Converg.
 HE1120;SPC KS S     -   490,428.533   713,450.553   MT  0.99997223   +2 10 36.7
 HE1120;UTM  15      - 4,144,129.116   326,787.216   MT  0.99996958   -1 11 24.3
 HE1120
 HE1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1120!SPC KS S     -   0.99995904  x   0.99997223  =   0.99993127
 HE1120!UTM  15      -   0.99995904  x   0.99996958  =   0.99992862
 HE1120
 HE1120|---------------------------------------------------------------------|
 HE1120| PID    Reference Object                     Distance      Geod. Az  |
 HE1120|                                                           dddmmss.s |
 HE1120| CN6907 FREED RM 1                           28.667 METERS 04102     |
 HE1120| HE1146 GIRARD REA SEKAN ELEC RAD MAST      APPROX.13.8 KM 0475733.5 |
 HE1120| HE1145 GIRARD CO SHERIFFS RADIO MAST       APPROX.13.6 KM 0484423.9 |
 HE1120| HE1147 GIRARD MUNICIPAL TANK               APPROX.13.7 KM 0493452.8 |
 HE1120| CN6908 FREED RM 2                           50.440 METERS 17013     |
 HE1120| HE0722 MC CUNE FARMERS COOP ELEVATOR       APPROX.10.1 KM 2130109.7 |
 HE1120| HE0719 MC CUNE MUNICIPAL TANK              APPROX.10.0 KM 2130324.8 |
 HE1120| CN6906 FREED AZ MK                                        2654506.2 |
 HE1120| HE1157 GREENBUSH ST ALOYSIUS CATH CH       APPROX.10.0 KM 3435614.6 |
 HE1120|---------------------------------------------------------------------|
 HE1120
 HE1120                          SUPERSEDED SURVEY CONTROL
 HE1120
 HE1120  NAD 83(1997)-  37 25 40.05104(N)    094 57 27.56382(W) AD(       ) 2
 HE1120  NAD 83(1986)-  37 25 40.05712(N)    094 57 27.55475(W) AD(       ) 2
 HE1120  NAD 27      -  37 25 39.86788(N)    094 57 26.67712(W) AD(       ) 2
 HE1120  NGVD 29 (07/19/86)  291.4    (m)          956.     (f) VERT ANG       
 HE1120
 HE1120.Superseded values are not recommended for survey control.
 HE1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1120.See file dsdata.txt to determine how the superseded data were derived.
 HE1120
 HE1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2678744129(NAD 83)
 HE1120_MARKER: DS = TRIANGULATION STATION DISK
 HE1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1120_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1120
 HE1120  HISTORY     - Date     Condition        Report By
 HE1120  HISTORY     - 1965     MONUMENTED       CGS
 HE1120  HISTORY     - 1966     GOOD             CGS
 HE1120
 HE1120                          STATION DESCRIPTION
 HE1120
 HE1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1120'THE STATION IS 8-1/2 MILES SOUTHWEST OF GIRARD, 6 MILES NORTHEAST
 HE1120'OF MC CUNE, 6 MILES SOUTH-SOUTHEAST OF GREENBUSH, 1 MILE NORTH
 HE1120'OF STATE HIGHWAY 126, AND ON PROPERTY OWNED BY MR. R.K. CLUGSTON.
 HE1120'
 HE1120'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160
 HE1120'AND STATE HIGHWAY 126, 1 MILE SOUTHEAST OF MC CUNE, GO NORTH
 HE1120'AND EAST ON HIGHWAY 126 FOR 8.1 MILES TO A CROSSROAD AT AN
 HE1120'ABANDONED STORE BUILDING IN THE NORTHWEST ANGLE.  TURN LEFT AND
 HE1120'GO NORTH ON A GRAVEL ROAD FOR 1.0 MILE TO A CROSSROAD.  (TURN
 HE1120'LEFT AND GO WEST ON A BLADED ROAD FOR 0.25 MILE TO A FENCE
 HE1120'CORNER AND THE AZIMUTH MARK ON THE RIGHT.) TURN RIGHT AND GO
 HE1120'EAST ON A GRAVEL ROAD FOR 0.15 MILE TO THE DRIVEWAY
 HE1120'ENTRANCE TO THE CLUGSTON RESIDENCE ON THE LEFT.  TURN
 HE1120'LEFT AND GO NORTH FOR 0.05 MILE TO HOUSE ON THE RIGHT AND
 HE1120'THE STATION ON THE LEFT.
 HE1120'
 HE1120'STATION MARK IS A STANDARD DISK STAMPED FREED 1964, SET IN A
 HE1120'ROUND CONCRETE POST 18 INCHES BELOW THE SURFACE OF THE GROUND.
 HE1120'IT IS 80.5 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER,
 HE1120'69 FEET SOUTH OF A SMALL GATE IN A BOARD FENCE, 53 FEET WEST OF
 HE1120'A NORTH-SOUTH FENCE AND 48 FEET WEST OF A LARGE TWIN FORK
 HE1120'TREE.
 HE1120'
 HE1120'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FREED NO 1 1964,
 HE1120'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HE1120'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 15.5 FEET NORTH OF
 HE1120'THE POWER POLE WITH TRANSFORMER AND 6 FEET NORTH OF THE EAST
 HE1120'GATE POST OF BOARD GATE.
 HE1120'
 HE1120'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FREED NO 2 1964,
 HE1120'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HE1120'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 23 FEET NORTH OF THE
 HE1120'CENTERLINE OF THE GRAVEL ROAD, 4.5 FEET NORTHWEST OF THE
 HE1120'SOUTHEAST FENCE CORNER POST, AND 3.5 FEET NORTH OF A METAL
 HE1120'WITNESS POST.
 HE1120'AZIMUTH MARK IS A STANDARD DISK STAMPED FREED 1964, SET IN THE
 HE1120'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES
 HE1120'ABOVE THE GROUND.  IT IS 26 FEET NORTH OF THE CENTERLINE OF
 HE1120'THE BLADED ROAD, 2 FEET EAST OF A METAL WITNESS POST AND
 HE1120'1 FOOT SOUTH OF A FENCE CORNER POST.
 HE1120'
 HE1120'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HE1120
 HE1120                          STATION RECOVERY (1966)
 HE1120
 HE1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1120'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE1120'WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0915 ***********************************************************************
 KF0915  DESIGNATION -  FREEDOM
 KF0915  PID         -  KF0915
 KF0915  STATE/COUNTY-  KS/REPUBLIC
 KF0915  USGS QUAD   -  MUNDEN (1968)
 KF0915
 KF0915                         *CURRENT SURVEY CONTROL
 KF0915  ___________________________________________________________________
 KF0915* NAD 83(1997)-  39 54 34.84543(N)    097 36 52.06836(W)     ADJUSTED  
 KF0915* NAVD 88     -       503.     (meters)    1650.     (feet)  SCALED    
 KF0915  ___________________________________________________________________
 KF0915  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 KF0915  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 KF0915
 KF0915  HORZ ORDER  -  SECOND
 KF0915
 KF0915.The horizontal coordinates were established by classical geodetic methods
 KF0915.and adjusted by the National Geodetic Survey in October 1998..
 KF0915
 KF0915.The orthometric height was scaled from a topographic map.
 KF0915
 KF0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0915
 KF0915.The geoid height was determined by GEOID03.
 KF0915
 KF0915;                    North         East     Units Scale Factor Converg.
 KF0915;SPC KS N     -   175,071.040   432,966.447   MT  1.00002294   +0 14 38.2
 KF0915;SPC NE       -    11,291.363   703,961.000   MT  1.00004202   +1 34 51.2
 KF0915;UTM  14      - 4,418,651.362   618,426.728   MT  0.99977266   +0 53 20.5
 KF0915
 KF0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0915!SPC KS N     -   0.99992524  x   1.00002294  =   0.99994818
 KF0915!SPC NE       -   0.99992524  x   1.00004202  =   0.99996726
 KF0915!UTM  14      -   0.99992524  x   0.99977266  =   0.99969792
 KF0915
 KF0915|---------------------------------------------------------------------|
 KF0915| PID    Reference Object                     Distance      Geod. Az  |
 KF0915|                                                           dddmmss.s |
 KF0915| CN9332 FREEDOM RM 1                         19.600 METERS 09209     |
 KF0915| CN9333 FREEDOM RM 2                         16.596 METERS 17946     |
 KF0915| KF0916 FREEDOM 2                            13.113 METERS 28611     |
 KF0915| CN9331 FREEDOM AZ MK                                      3460909.5 |
 KF0915| LG0866 CHESTER MUNICIPAL TANK              APPROX.11.3 KM 3575423.5 |
 KF0915|---------------------------------------------------------------------|
 KF0915
 KF0915                          SUPERSEDED SURVEY CONTROL
 KF0915
 KF0915  NAD 83(1997)-  39 54 34.84636(N)    097 36 52.06798(W) AD(       ) 2
 KF0915  NAD 83(1986)-  39 54 34.85086(N)    097 36 52.06805(W) AD(       ) 2
 KF0915  NAD 27      -  39 54 34.82700(N)    097 36 50.91100(W) AD(       ) 2
 KF0915
 KF0915.Superseded values are not recommended for survey control.
 KF0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0915.See file dsdata.txt to determine how the superseded data were derived.
 KF0915
 KF0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK1842718651(NAD 83)
 KF0915_MARKER: DS = TRIANGULATION STATION DISK
 KF0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0915
 KF0915  HISTORY     - Date     Condition        Report By
 KF0915  HISTORY     - 1950     MONUMENTED       CGS
 KF0915  HISTORY     - 1962     POOR             CGS
 KF0915
 KF0915                          STATION DESCRIPTION
 KF0915
 KF0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0915'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH AND 1.0 MILE EAST
 KF0915'OF BELLEVILLE AND 4.0 MILES WEST AND 1/4 MILE SOUTH OF MUNDEN
 KF0915'ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE ROAD.
 KF0915'IT IS 33 FEET WEST OF THE CENTER OF NORTH-SOUTH SECTION LINE
 KF0915'ROAD, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE AND 2-1/2 FEET SOUTH
 KF0915'OF WITNESS POST.  IT IS STAMPED FREEDOM 1950 AND PROJECTS 4
 KF0915'INCHES.
 KF0915'
 KF0915'REFERENCE MARK NO 1 IS EAST OF THE STATION, 31 FEET EAST OF
 KF0915'THE CENTER OF NORTH-SOUTH SECTION LINE ROAD, 1 FOOT WEST OF
 KF0915'NORTH-SOUTH FENCE LINE AND 2 FEET NORTH OF A TRIANGULAR BLAZED
 KF0915'POWER LINE POLE.  IT IS STAMPED FREEDOM NO 1 1950 AND PROJECTS
 KF0915'4 INCHES.
 KF0915'
 KF0915'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 33 FEET WEST OF
 KF0915'THE CENTER OF NORTH-SOUTH SECTION LINE ROAD AND 1 FOOT EAST OF
 KF0915'NORTH-SOUTH FENCE LINE.  IT IS STAMPED FREEDOM NO 2 1950 AND
 KF0915'PROJECTS 4 INCHES.
 KF0915'
 KF0915'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 82.54 FEET.
 KF0915'
 KF0915'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTH-NORTHWEST OF THE STATION,
 KF0915'30 FEET SOUTH OF THE CENTER OF EAST-WEST SECTION LINE ROAD, 1
 KF0915'FOOT NORTH OF EAST-WEST FENCE LINE AND 1 FOOT WEST OF WITNESS
 KF0915'POST.  IT IS STAMPED FREEDOM 1950 AND PROJECTS 3 INCHES.
 KF0915'
 KF0915'TO REACH THE STATION FROM THE COURT HOUSE IN BELLEVILLE, GO
 KF0915'NORTH ON U.S. HIGHWAY 81 FOR 6.2 MILES TO CROSSROAD, TURN RIGHT
 KF0915'AND GO EAST ON GRADED SECTION LINE ROAD FOR 0.9 MILE TO THE
 KF0915'AZIMUTH MARK ON THE SOUTH SIDE AS DESCRIBED, CONTINUE EAST FOR
 KF0915'0.1 MILE TO CROSSROAD, TURN RIGHT AND GO SOUTH ON GRADED
 KF0915'SECTION LINE ROAD FOR 0.3 MILE TO THE STATION ON THE WEST SIDE
 KF0915'AS DESCRIBED.
 KF0915'
 KF0915'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0915
 KF0915                          STATION RECOVERY (1962)
 KF0915
 KF0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KF0915'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND AS
 KF0915'DESCRIBED AND IN GOOD CONDITION, EXCEPT THE STATION MARK WHICH
 KF0915'HAD BEEN HIT AND TILTED BY ROAD MACHINERY AND REFERENCE MARK
 KF0915'NO. 2 WHICH HAD BEEN BROKEN OFF NEAR THE SURFACE.  THE SURFACE
 KF0915'STATION WAS REMOVED AND THE UNDERGROUND STATION MARK WAS USED
 KF0915'FOR MEASURING AND TURNING ANGLES.  THE RELOCATION AND
 KF0915'CONSTRUCTION OF NEW U.S. HIGHWAY 81 WILL DESTROY THE STATION AND
 KF0915'BOTH REFERENCE MARKS, SO THEY WERE MOVED.  THE
 KF0915'UNDERGROUND STATION MARK WAS LEFT IN PLACE AND PROBABLY WILL
 KF0915'NOT BE DISTURBED, BUT IT WILL BE UNDER THE SHOULDER OF THE
 KF0915'ROAD.  FOR DETAILS, SEE THE DESCRIPTION OF FREEDOM 2 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0916 ***********************************************************************
 KF0916  DESIGNATION -  FREEDOM 2
 KF0916  PID         -  KF0916
 KF0916  STATE/COUNTY-  KS/REPUBLIC
 KF0916  USGS QUAD   -  MUNDEN (1968)
 KF0916
 KF0916                         *CURRENT SURVEY CONTROL
 KF0916  ___________________________________________________________________
 KF0916* NAD 83(1997)-  39 54 34.96389(N)    097 36 52.59858(W)     ADJUSTED  
 KF0916* NAVD 88     -       503.26   (+/-2cm)    1651.1    (feet)  VERTCON   
 KF0916  ___________________________________________________________________
 KF0916  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 KF0916  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 KF0916
 KF0916  HORZ ORDER  -  THIRD
 KF0916  VERT ORDER  -  THIRD ? (See Below)
 KF0916
 KF0916.The horizontal coordinates were established by classical geodetic methods
 KF0916.and adjusted by the National Geodetic Survey in October 1998..
 KF0916.No horizontal observational check was made to the station.
 KF0916
 KF0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0916.The vertical order pertains to the NGVD 29 superseded value.
 KF0916
 KF0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0916
 KF0916.The geoid height was determined by GEOID03.
 KF0916
 KF0916;                    North         East     Units Scale Factor Converg.
 KF0916;SPC KS N     -   175,074.640   432,953.837   MT  1.00002295   +0 14 37.8
 KF0916;UTM  14      - 4,418,654.819   618,414.082   MT  0.99977262   +0 53 20.2
 KF0916
 KF0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0916!SPC KS N     -   0.99992523  x   1.00002295  =   0.99994818
 KF0916!UTM  14      -   0.99992523  x   0.99977262  =   0.99969786
 KF0916
 KF0916|---------------------------------------------------------------------|
 KF0916| PID    Reference Object                     Distance      Geod. Az  |
 KF0916|                                                           dddmmss.s |
 KF0916| CN9338 FREEDOM 2 RM 4                       53.118 METERS 06125     |
 KF0916| KF0918 MUNDEN MUNICIPAL TANK               APPROX. 6.5 KM 0853904.7 |
 KF0916| KF0915 FREEDOM                              13.113 METERS 10611     |
 KF0916| CN9331 FREEDOM AZ MK                                      3473515.7 |
 KF0916| LG0866 CHESTER MUNICIPAL TANK              APPROX.11.3 KM 3575811.3 |
 KF0916| CN9337 FREEDOM 2 RM 3                       25.716 METERS 35925     |
 KF0916|---------------------------------------------------------------------|
 KF0916
 KF0916                          SUPERSEDED SURVEY CONTROL
 KF0916
 KF0916  NAD 83(1997)-  39 54 34.96483(N)    097 36 52.59821(W) AD(       ) 3
 KF0916  NAD 83(1986)-  39 54 34.96933(N)    097 36 52.59828(W) AD(       ) 3
 KF0916  NAD 27      -  39 54 34.94600(N)    097 36 51.44200(W) AD(       ) 3
 KF0916  NGVD 29 (07/19/86)  503.10   (m)         1650.6    (f) LEVELING    3  
 KF0916
 KF0916.Superseded values are not recommended for survey control.
 KF0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0916.See file dsdata.txt to determine how the superseded data were derived.
 KF0916
 KF0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK1841418655(NAD 83)
 KF0916_MARKER: DS = TRIANGULATION STATION DISK
 KF0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0916
 KF0916  HISTORY     - Date     Condition        Report By
 KF0916  HISTORY     - 1962     MONUMENTED       CGS
 KF0916  HISTORY     - 1963     SEE DESCRIPTION  CGS
 KF0916
 KF0916                          STATION DESCRIPTION
 KF0916
 KF0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KF0916'STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF BELLEVILLE,
 KF0916'6 MILES SOUTH OF NEBRASKA-KANSAS STATE LINE, AND 4 MILES
 KF0916'WEST OF MUNDEN ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 81
 KF0916'(NEW) AND IN SEC. 2, T 2 S., R 3 W., 172 FEET SOUTH OF AN
 KF0916'EAST-WEST HEDGEROW, 78 FEET WEST OF THE CENTERLINE OF U.S.
 KF0916'HIGHWAY 81, AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK
 KF0916'PROJECTS 4 INCHES AND THE DISK IS STAMPED FREEDOM 2 1962.
 KF0916'
 KF0916'TO REACH THE STATION FROM THE COURTHOUSE IN BELLEVILLE, GO
 KF0916'NORTH ON U.S. HIGHWAY 81 BUSINESS ROUTE FOR 1.3 MILES TO A
 KF0916'JUNCTION WITH U.S. HIGHWAY 81.  BEAR RIGHT AND FOLLOW NEW
 KF0916'U.S. HIGHWAY 81 NORTH-NORTHEAST AND NORTH FOR 5.0 MILES TO
 KF0916'THE STATION ON THE LEFT AS DESCRIBED.
 KF0916'
 KF0916'REFERENCE MARK NO. 4 IS 174.27 FEET EAST-NORTHEAST OF THE
 KF0916'STATION, 74 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81, 90
 KF0916'FEET SOUTH OF THE QUARTER EAST-WEST FENCE, 35 FEET SOUTH OF
 KF0916'A POWER POLE, AND 2 FEET SOUTH OF A CONCRETE ROW POST.  THE
 KF0916'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FREEDOM 2 NO 4
 KF0916'1962.
 KF0916'
 KF0916'REFERENCE MARK NO. 3 IS 84.37 FEET NORTH OF THE STATION, 79
 KF0916'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 81, 88 FEET SOUTH
 KF0916'OF AN EAST-WEST HEDGEROW, AND 2 FEET SOUTH OF A CONCRETE ROW
 KF0916'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KF0916'FREEDOM 2 NO 3 1962.
 KF0916'
 KF0916'AZIMUTH MARK IS 0.3 MILE NORTH-NORTHWEST OF THE STATION, 30
 KF0916'FEET SOUTH OF THE CENTER OF AN EAST-WEST GRADED ROAD, 1 FOOT
 KF0916'NORTH OF A FENCE, AND 1 FOOT WEST OF A WHITE WOODEN WITNESS
 KF0916'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KF0916'FREEDOM 1950.
 KF0916'
 KF0916'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 KF0916'HIGHWAY 81 FOR 0.25 MILE TO CROSSROADS.  TURN LEFT AND GO WEST
 KF0916'ON GRADED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT
 KF0916'AS DESCRIBED.
 KF0916'
 KF0916'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KF0916
 KF0916                          STATION RECOVERY (1963)
 KF0916
 KF0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0916'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF0916'FOUND IN GOOD CONDITION, EXCEPT THE STATION MARK WHICH HAD
 KF0916'BEEN HIT AND THE TOP KNOCKED OFF.  THE SURFACE MARK WAS REMOVED
 KF0916'AND A NEW MARK WAS SET PLUMB OVER THE UNDERGROUND MARK.  THE 1962
 KF0916'DESCRIPTION IS ADEQUATE.  STATION MARK IS 1 FOOT NORTH OF A NEW
 KF0916'STEEL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0582 ***********************************************************************
 JH0582  DESIGNATION -  FREEMAN
 JH0582  PID         -  JH0582
 JH0582  STATE/COUNTY-  KS/HAMILTON
 JH0582  USGS QUAD   -  PLUM CREEK NORTH (1966)
 JH0582
 JH0582                         *CURRENT SURVEY CONTROL
 JH0582  ___________________________________________________________________
 JH0582* NAD 83(1997)-  38 13 59.95027(N)    101 52 19.64437(W)     ADJUSTED  
 JH0582* NAVD 88     -      1127.83   (+/-2cm)    3700.2    (feet)  VERTCON   
 JH0582  ___________________________________________________________________
 JH0582  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 JH0582  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 JH0582
 JH0582  HORZ ORDER  -  FIRST
 JH0582  VERT ORDER  -  THIRD ? (See Below)
 JH0582
 JH0582.The horizontal coordinates were established by classical geodetic methods
 JH0582.and adjusted by the National Geodetic Survey in October 1998..
 JH0582
 JH0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0582.The vertical order pertains to the NGVD 29 superseded value.
 JH0582
 JH0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0582
 JH0582.The geoid height was determined by GEOID03.
 JH0582
 JH0582;                    North         East     Units Scale Factor Converg.
 JH0582;SPC KS S     -   579,214.956   104,837.762   MT  0.99995105   -2 04 20.2
 JH0582;UTM  14      - 4,235,604.010   248,611.387   MT  1.00037837   -1 46 42.2
 JH0582
 JH0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0582!SPC KS S     -   0.99982682  x   0.99995105  =   0.99977788
 JH0582!UTM  14      -   0.99982682  x   1.00037837  =   1.00020513
 JH0582
 JH0582|---------------------------------------------------------------------|
 JH0582| PID    Reference Object                     Distance      Geod. Az  |
 JH0582|                                                           dddmmss.s |
 JH0582| CM8123 FREEMAN RM 1                         46.055 METERS 08911     |
 JH0582| JH0581 HAHN                                APPROX. 7.8 KM 1794935.0 |
 JH0582| CM8124 FREEMAN RM 2                         56.617 METERS 18023     |
 JH0582| CM8122 FREEMAN AZ MK                                      2693609.4 |
 JH0582|---------------------------------------------------------------------|
 JH0582
 JH0582                          SUPERSEDED SURVEY CONTROL
 JH0582
 JH0582  NAD 83(1997)-  38 13 59.95081(N)    101 52 19.64467(W) AD(       ) 1
 JH0582  NAD 83(1997)-  38 13 59.95143(N)    101 52 19.64428(W) AD(       ) 1
 JH0582  NAD 83(1986)-  38 13 59.95237(N)    101 52 19.64133(W) AD(       ) 1
 JH0582  NAD 27      -  38 13 59.89621(N)    101 52 18.01943(W) AD(       ) 1
 JH0582  NGVD 29 (07/19/86) 1127.37   (m)         3698.7    (f) LEVELING    3  
 JH0582
 JH0582.Superseded values are not recommended for survey control.
 JH0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0582.See file dsdata.txt to determine how the superseded data were derived.
 JH0582
 JH0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH4861135604(NAD 83)
 JH0582_MARKER: DS = TRIANGULATION STATION DISK
 JH0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0582
 JH0582  HISTORY     - Date     Condition        Report By
 JH0582  HISTORY     - 1934     MONUMENTED       CGS
 JH0582  HISTORY     - 1948     SEE DESCRIPTION  LOCENG
 JH0582  HISTORY     - 1965     GOOD             USGS
 JH0582  HISTORY     - 1972     GOOD             NGS
 JH0582
 JH0582                          STATION DESCRIPTION
 JH0582
 JH0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JH0582'STATION IS ABOUT 18 MILES SSW OF TRIBUNE.  IT IS LOCATED
 JH0582'IN THE NW CORNER OF THE INTERSECTION OF TWO COUNTY ROADS
 JH0582'AND IN THE SE 1/4 OF SEC. 12, T 21 S, R 42 W.  THE STATION
 JH0582'IS 31 FEET N OF THE E AND W ROAD, 42 FEET W OF THE N AND
 JH0582'S ROAD, AND 37 FEET SE OF THE CURVE AT THE JUNCTION OF THE
 JH0582'ROADS.  THE MEASUREMENTS ARE FROM THE CENTER OF THE ROADS.
 JH0582'
 JH0582'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JH0582'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 JH0582'
 JH0582'REFERENCE MARK NO. 1 IS E OF THE STATION.  IT IS 36 FEET
 JH0582'N OF THE E AND W ROAD AND IS 109 FEET E OF THE N AND S ROAD.
 JH0582'
 JH0582'REFERENCE MARK NO. 2 IS S OF THE STATION.  IT IS 41 FEET
 JH0582'W OF THE CENTER OF THE N AND S ROAD AND IS 27 FEET SW OF THE
 JH0582'CENTER OF THE CURVE.
 JH0582'
 JH0582'AZIMUTH MARK IS W OF THE STATION.  IT IS 36 FEET N OF THE CENTER
 JH0582'OF THE ROAD.
 JH0582'
 JH0582'THE STATION IS REACHED FROM TRIBUNE BY GOING S ON STATE HIGHWAY
 JH0582'27, 16.0 MILES.  TURN OFF THE HIGHWAY AND GO W ON A SECTION
 JH0582'LINE ROAD 6.0 MILES TO THE STATION AT THE NW CORNER OF THE
 JH0582'ROAD INTERSECTION.
 JH0582'
 JH0582'A 35-FOOT TOWER WAS ERECTED.
 JH0582
 JH0582                          STATION RECOVERY (1948)
 JH0582
 JH0582'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948 (TBQ)
 JH0582'R.M. 2 HAS BEEN UPROOTED AND PLACED IN THE SW QUADRANGLE OF THE
 JH0582'INTERSECTION IN HORIZONTAL POSITION.  IT IS STAMPED FREEMAN
 JH0582'NO 2 1934.
 JH0582'
 JH0582'ONE OF MY MEN REPORTED SEEING ANOTHER GOVERNMENT MARK UPROOTED
 JH0582'ALONG A FIELD SOME PLACE, BUT DIDNT REMEMBER JUST WHERE
 JH0582'IT WAS LOCATED WHEN HE HAS SEEN IT.  WE WILL KEEP ON LOOKING
 JH0582'FOR THESE MARKS IN THE FUTURE.
 JH0582
 JH0582                          STATION RECOVERY (1965)
 JH0582
 JH0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JH0582'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JH0582
 JH0582                          STATION RECOVERY (1972)
 JH0582
 JH0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JH0582'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 JH0582'AZIMUTH MARK AND THE R.M.S WERE NOT FOUND.
 JH0582'
 JH0582'THE 1934 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1400 ***********************************************************************
 HF1400  DESIGNATION -  FREEPORT GRAIN CO ELEVATOR
 HF1400  PID         -  HF1400
 HF1400  STATE/COUNTY-  KS/HARPER
 HF1400  USGS QUAD   -  FREEPORT (1971)
 HF1400
 HF1400                         *CURRENT SURVEY CONTROL
 HF1400  ___________________________________________________________________
 HF1400* NAD 83(1997)-  37 11 52.77719(N)    097 51 18.95979(W)     ADJUSTED  
 HF1400* NAVD 88     -                                                        
 HF1400  ___________________________________________________________________
 HF1400  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 HF1400  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HF1400
 HF1400  HORZ ORDER  -  THIRD
 HF1400
 HF1400.The horizontal coordinates were established by classical geodetic methods
 HF1400.and adjusted by the National Geodetic Survey in October 1998..
 HF1400
 HF1400
 HF1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1400
 HF1400.The geoid height was determined by GEOID03.
 HF1400
 HF1400;                    North         East     Units Scale Factor Converg.
 HF1400;SPC KS S     -   459,167.729   457,240.009   MT  1.00001421   +0 23 46.3
 HF1400;UTM  14      - 4,117,450.422   601,591.008   MT  0.99972713   +0 41 31.7
 HF1400
 HF1400                          SUPERSEDED SURVEY CONTROL
 HF1400
 HF1400  NAD 83(1997)-  37 11 52.78064(N)    097 51 18.96068(W) AD(       ) 4
 HF1400  NAD 83(1986)-  37 11 52.78485(N)    097 51 18.95361(W) AD(       ) 4
 HF1400  NAD 27      -  37 11 52.70902(N)    097 51 17.75082(W) AD(       ) 3
 HF1400
 HF1400.Superseded values are not recommended for survey control.
 HF1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1400.See file dsdata.txt to determine how the superseded data were derived.
 HF1400
 HF1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0159117450(NAD 83)
 HF1400_MARKER: 65 = GRAIN ELEVATOR
 HF1400
 HF1400  HISTORY     - Date     Condition        Report By
 HF1400  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1400
 HF1400                          STATION DESCRIPTION
 HF1400
 HF1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1400'THE STATION IS LOCATED IN THE VILLAGE OF FREEPORT.
 HF1400'
 HF1400'THE ELEVATOR IS OF CONCRETE CONSTRUCTION AND IS 92 FEET TO
 HF1400'THE TOP OF TANKS WITH A 23 FOOT HEADHOUSE ON TOP.  THE CENTER
 HF1400'OF THE HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0596 ***********************************************************************
 JH0596  DESIGNATION -  FRENCH
 JH0596  PID         -  JH0596
 JH0596  STATE/COUNTY-  KS/GREELEY
 JH0596  USGS QUAD   -  TRIBUNE SW (1970)
 JH0596
 JH0596                         *CURRENT SURVEY CONTROL
 JH0596  ___________________________________________________________________
 JH0596* NAD 83(1997)-  38 21 24.11416(N)    101 56 27.61869(W)     ADJUSTED  
 JH0596* NAVD 88     -      1148.8    (meters)    3769.     (feet)  VERTCON   
 JH0596  ___________________________________________________________________
 JH0596  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 JH0596  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 JH0596
 JH0596  HORZ ORDER  -  FIRST
 JH0596
 JH0596.The horizontal coordinates were established by classical geodetic methods
 JH0596.and adjusted by the National Geodetic Survey in October 1998..
 JH0596
 JH0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0596
 JH0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0596
 JH0596.The geoid height was determined by GEOID03.
 JH0596
 JH0596;                    North         East     Units Scale Factor Converg.
 JH0596;SPC KS S     -   593,120.650    99,316.558   MT  0.99996521   -2 06 52.5
 JH0596;SPC CO S     -   498,297.378 1,225,397.596   MT  0.99998691   +2 10 58.8
 JH0596;SPC CO S     - 1,634,830.65  4,020,325.28   sFT  0.99998691   +2 10 58.8
 JH0596;UTM  14      - 4,249,487.541   243,017.125   MT  1.00041338   -1 49 33.8
 JH0596;UTM  13      - 4,249,822.912   767,294.947   MT  1.00047998   +1 53 57.8
 JH0596
 JH0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0596!SPC KS S     -   0.99982350  x   0.99996521  =   0.99978872
 JH0596!SPC CO S     -   0.99982350  x   0.99998691  =   0.99981041
 JH0596!UTM  14      -   0.99982350  x   1.00041338  =   1.00023681
 JH0596!UTM  13      -   0.99982350  x   1.00047998  =   1.00030340
 JH0596
 JH0596|---------------------------------------------------------------------|
 JH0596| PID    Reference Object                     Distance      Geod. Az  |
 JH0596|                                                           dddmmss.s |
 JH0596| CM8129 FRENCH RM 1                          26.201 METERS 00110     |
 JH0596| JH0594 TRIBUNE MUNICIPAL TANK              APPROX.20.6 KM 0521233.6 |
 JH0596| CM8130 FRENCH RM 2                          54.858 METERS 08953     |
 JH0596| CM8128 FRENCH AZ MK                                       2701306.2 |
 JH0596|---------------------------------------------------------------------|
 JH0596
 JH0596                          SUPERSEDED SURVEY CONTROL
 JH0596
 JH0596  NAD 83(1997)-  38 21 24.11433(N)    101 56 27.61875(W) AD(       ) 1
 JH0596  NAD 83(1986)-  38 21 24.11474(N)    101 56 27.61658(W) AD(       ) 1
 JH0596  NAD 27      -  38 21 24.05413(N)    101 56 25.98164(W) AD(       ) 1
 JH0596  NGVD 29 (07/19/86) 1148.3    (m)         3767.     (f) VERT ANG       
 JH0596
 JH0596.Superseded values are not recommended for survey control.
 JH0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0596.See file dsdata.txt to determine how the superseded data were derived.
 JH0596
 JH0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH4301749488(NAD 83)
 JH0596_MARKER: DS = TRIANGULATION STATION DISK
 JH0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0596
 JH0596  HISTORY     - Date     Condition        Report By
 JH0596  HISTORY     - 1934     MONUMENTED       CGS
 JH0596  HISTORY     - 1968     GOOD             CGS
 JH0596  HISTORY     - 1968     GOOD             USGS
 JH0596  HISTORY     - 1974     GOOD             NGS
 JH0596
 JH0596                          STATION DESCRIPTION
 JH0596
 JH0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JH0596'THE STATION IS LOCATED ABOUT 13-1/2 MILES SW OF TRIBUNE
 JH0596'AND 7-1/2 MILES S OF THE MISSOURI PACIFIC RAILROAD AND STATE
 JH0596'HIGHWAY 96.  IT IS ON A N AND S PASTURE RIDGE IN SW 1/4
 JH0596'OF SEC. 34, T 19 S, R 42 W, AND IS ON LAND OWNED BY THE LEGGETT
 JH0596'AND CATTLE COMPANY OF TRIBUNE.
 JH0596'
 JH0596'MARK PROJECTS 8 INCHES AND IS 18 FEET S OF AN E AND W FENCE
 JH0596'AND 660 FEET W OF THE T-FENCE CORNER WHICH IS THE NW CORNER
 JH0596'OF A RANCH YARD.
 JH0596'
 JH0596'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JH0596'BRONZE DISKS SET IN CONCRETE.
 JH0596'
 JH0596'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS N OF THE STATION.
 JH0596'IT IS 69 FEET N OF THE ABOVE MENTIONED E AND W FENCE.
 JH0596'
 JH0596'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS E OF THE STATION.
 JH0596'IT IS 18 FEET S OF THE ABOVE MENTIONED E AND W FENCE.
 JH0596'
 JH0596'AZIMUTH MARK PROJECTS 5 INCHES AND IS W OF THE STATION.
 JH0596'IT IS 5 FEET S OF THE ABOVE MENTIONED E AND W FENCE.
 JH0596'
 JH0596'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS,
 JH0596'96 AND 27 ON THE S EDGE OF TRIBUNE GO W ON STATE HIGHWAY
 JH0596'96 8.6 MILES TO A SCHOOLHOUSE ON THE N SIDE OF THE HIGHWAY.
 JH0596'CONTINUE W ON STATE HIGHWAY 96 1.0 MILE TO A GRADED ROAD ON
 JH0596'THE LEFT.  HERE LEAVE STATE HIGHWAY 96, TURN LEFT, AND GO S
 JH0596'ON GRADED ROAD 5.6 MILES TO A CROSSROADS.  HERE TURN RIGHT
 JH0596'AND GO W ON GRADED ROAD 1.1 MILES TO A GATE WITH HIGH
 JH0596'GATEPOSTS.  PASS THROUGH GATE, TURN LEFT, AND GO S ALONG THE W
 JH0596'SIDE OF A N AND S FENCE 1.4 MILES TO A WHITE RANCH HOUSE.
 JH0596'HERE TURN RIGHT, AND GO W ALONG THE N SIDE OF AN E AND W FENCE
 JH0596'0.2 MILE TO THE STATION.
 JH0596'
 JH0596'A 30-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 JH0596
 JH0596                          STATION RECOVERY (1968)
 JH0596
 JH0596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JH0596'STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE RECOVERED
 JH0596'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND TILTED
 JH0596'SLIGHTLY, SO IT WAS STRAIGHTENED TO ITS ORIGINAL POSITION.
 JH0596'A NEW DESCRIPTION FOLLOWS--
 JH0596'
 JH0596'STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHWEST OF TRIBUNE IN
 JH0596'THE SW 1/4 OF SEC. 34, T 19 S, R 42 W., ON LAND WHICH IS
 JH0596'NOW OWNED BY MRS. JUANITA WEISENEE OF LARNED, KANSAS AND IS
 JH0596'RENTED BY MR. A.S. UMBERGER WHO LIVES ABOUT 0.1 MILE EAST
 JH0596'OF THE STATION.  STATION, A STANDARD DISK SET IN A SQUARE
 JH0596'CONCRETE POST AND STAMPED FRENCH 1934, IS 26 FEET SOUTH OF
 JH0596'THE CENTERLINE OF A FARM ROAD, 15 FEET SOUTH OF FENCELINE
 JH0596'AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MARK IS
 JH0596'ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.
 JH0596'
 JH0596'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 96 AND 27 AT
 JH0596'THE SOUTH EDGE OF TRIBUNE, GO WEST ON STATE HIGHWAY 96 FOR
 JH0596'9.2 MILES TO SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON GRADED
 JH0596'ROAD FOR 7.0 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST
 JH0596'ON GRADED ROAD FOR 1.0 MILE TO SIDE ROAD LEFT.  TURN LEFT
 JH0596'AND GO SOUTH 0.55 MILE TO A SIDE ROAD LEFT AT RANCH HOUSE.  TURN
 JH0596'RIGHT AND GO WEST ON FARM ROAD FOR 0.15 MILE TO STATION ON
 JH0596'LEFT (SOUTH) SIDE OF ROAD.  CONTINUE WEST ON FARM ROAD FOR
 JH0596'0.5 MILE TO AZIMUTH MARK ON LEFT (SOUTH) SIDE OF ROAD.
 JH0596'
 JH0596'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 JH0596'SQUARE CONCRETE POST AND STAMPED FRENCH NO 1 1934, IS
 JH0596'51 FEET NORTH OF THE CENTERLINE OF A FIELD ROAD AND 1 FOOT
 JH0596'SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS 6 INCHES.
 JH0596'
 JH0596'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 JH0596'SQUARE CONCRETE POST AND STAMPED FRENCH NO 2 1934 IS 26 FEET
 JH0596'SOUTH OF THE CENTERLINE OF FARM ROAD, 18 FEET SOUTH OF OLD
 JH0596'FENCELINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 JH0596'MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.
 JH0596'
 JH0596'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 JH0596'CONCRETE POST AND STAMPED FRENCH 1934 AZIMUTH, IS 12 FEET
 JH0596'SOUTH OF THE CENTERLINE OF FIELD ROAD AND 1 FOOT NORTH
 JH0596'OF A METAL WITNESS POST.  THE MARK PROJECTS 6 INCHES.
 JH0596'
 JH0596'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13-1/2
 JH0596'MILES SW OF TRIBUNE
 JH0596
 JH0596                          STATION RECOVERY (1968)
 JH0596
 JH0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (WC)
 JH0596'STATION, AZIMUTH MARK, AND R.M. 1 AND R.M. 2 WERE RECOVERED
 JH0596'IN GOOD CONDITION AS DESCRIBED.
 JH0596'
 JH0596'TO REACH THE STATION FROM TOWNER, KIOWA COUNTY COLORADO GO
 JH0596'EAST ON STATE HIGHWAY 96 2.0 MILES TO THE KANSAS STATE LINE
 JH0596'CONTINUING ON KANSAS HWY 96, 7.0 MILES TO A GRADED ROAD SOUTH,
 JH0596'GO 7.1 MILES SOUTH ON THE GRADED ROAD TO A GRADED ROAD WEST,
 JH0596'GO WEST 1.1 MILES TO A BEND SOUTH, GO 0.5 MILE SOUTH TO THE
 JH0596'NORTH SIDE OF RANCH YARD, TURNING WEST ALONG THE NORTH SIDE
 JH0596'OF FENCE GO WEST 0.2 MILE TO THE STATION ON THE LEFT.  THE
 JH0596'STATION IS 3.0 FEET NORTH OF A STEEL WITNESS POST AND 2.0
 JH0596'FEET UNDER THE SURFACE OF THE GROUND.
 JH0596
 JH0596                          STATION RECOVERY (1974)
 JH0596
 JH0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JH0596'STATION, AZIMUTH MARK, AND RM 1 AND RM 2 WERE RECOVERED IN GOOD
 JH0596'CONDITION AS DESCRIBED.
 JH0596'
 JH0596'THE 1934 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0850 ***********************************************************************
 KF0850  DESIGNATION -  FREY
 KF0850  PID         -  KF0850
 KF0850  STATE/COUNTY-  KS/DICKINSON
 KF0850  USGS QUAD   -  BUCKEYE (1964)
 KF0850
 KF0850                         *CURRENT SURVEY CONTROL
 KF0850  ___________________________________________________________________
 KF0850* NAD 83(1997)-  39 01 27.23787(N)    097 10 24.39268(W)     ADJUSTED  
 KF0850* NAVD 88     -       414.5    (meters)    1360.     (feet)  VERTCON   
 KF0850  ___________________________________________________________________
 KF0850  LAPLACE CORR-          -9.20  (seconds)                    DEFLEC99
 KF0850  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 KF0850
 KF0850  HORZ ORDER  -  FIRST
 KF0850
 KF0850.The horizontal coordinates were established by classical geodetic methods
 KF0850.and adjusted by the National Geodetic Survey in October 1998..
 KF0850
 KF0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0850
 KF0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0850
 KF0850.The geoid height was determined by GEOID03.
 KF0850
 KF0850;                    North         East     Units Scale Factor Converg.
 KF0850;SPC KS N     -    77,023.899   471,573.755   MT  0.99996462   +0 31 22.7
 KF0850;UTM  14      - 4,321,052.946   658,116.468   MT  0.99990785   +1 09 01.2
 KF0850
 KF0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0850!SPC KS N     -   0.99993944  x   0.99996462  =   0.99990407
 KF0850!UTM  14      -   0.99993944  x   0.99990785  =   0.99984730
 KF0850
 KF0850:                Primary Azimuth Mark                     Grid Az
 KF0850:SPC KS N     -  FREY AZ MK                               010 49 22.6
 KF0850:UTM  14      -  FREY AZ MK                               010 11 44.1
 KF0850
 KF0850|---------------------------------------------------------------------|
 KF0850| PID    Reference Object                     Distance      Geod. Az  |
 KF0850|                                                           dddmmss.s |
 KF0850| CN9339 FREY AZ MK                                         0112045.3 |
 KF0850| CN9340 FREY RM 1                             3.575 METERS 04131     |
 KF0850| CN9342 FREY RM 3                            13.790 METERS 08030     |
 KF0850| JF1494 ABILENE EAST MUN TANK               APPROX.11.2 KM 1971419.6 |
 KF0850| JF1497 ABILENE ST JOSEPHS ORPHAN HOME      APPROX. 9.7 KM 2020039.3 |
 KF0850| CN9343 FREY RM 4                            17.433 METERS 27607     |
 KF0850| KF0855 MANCHESTER TANK                     APPROX.15.0 KM 3020703.1 |
 KF0850| CN9341 FREY RM 2                             3.597 METERS 31730     |
 KF0850| KF0851 MARK NEAR FREY                        2.714 METERS 35948     |
 KF0850|---------------------------------------------------------------------|
 KF0850
 KF0850                          SUPERSEDED SURVEY CONTROL
 KF0850
 KF0850  NAD 83(1986)-  39 01 27.24566(N)    097 10 24.39228(W) AD(       ) 1
 KF0850  NAD 27      -  39 01 27.25100(N)    097 10 23.32600(W) AD(       ) 1
 KF0850  NGVD 29 (07/19/86)  414.4    (m)         1360.     (f) VERT ANG       
 KF0850
 KF0850.Superseded values are not recommended for survey control.
 KF0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0850.See file dsdata.txt to determine how the superseded data were derived.
 KF0850
 KF0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5811621053(NAD 83)
 KF0850_MARKER: DS = TRIANGULATION STATION DISK
 KF0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0850
 KF0850  HISTORY     - Date     Condition        Report By
 KF0850  HISTORY     - 1890     MONUMENTED       CGS
 KF0850  HISTORY     - 1934     GOOD             CGS
 KF0850  HISTORY     - 1935     GOOD             CGS
 KF0850  HISTORY     - 1961     GOOD             CGS
 KF0850  HISTORY     - 1968     GOOD             CGS
 KF0850
 KF0850                          STATION DESCRIPTION
 KF0850
 KF0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (FDG)
 KF0850'ABOUT 8-1/2 MILES NORTH OF ABILENE, IN THE NW 1/4 SE 1/4 SEC.
 KF0850'11, T. 12 S., R. 2 E., ON LAND OWNED (1890) BY ADAM FREY,
 KF0850'ABOUT 0.6 MILE EAST-SOUTHEAST FROM FREYS HOUSE, AND SOUTH OF A
 KF0850'HEDGE FENCE DIVIDING FREYS AND CHRONISTERS FARMS.  THE
 KF0850'UNDERGROUND MARK IS A STONE BOTTLE FILLED WITH CHARCOAL, BURIED
 KF0850'20 INCHES BELOW THE SURFACE.  DIRECTLY OVER THIS AND 11 INCHES
 KF0850'BELOW THE SURFACE IS A STANDARD BRONZE STATION TABLET SET IN
 KF0850'A CONCRETE BLOCK.  REFERENCE MARKS ARE ONE MARBLE AND TWO
 KF0850'LIMESTONE POSTS SET ALONG THE HEDGE 2.716 METERS (8.91 FEET)
 KF0850'TO THE NORTH.  STANDARD BRONZE REFERENCE TABLETS ARE IN THE
 KF0850'TWO LIMESTONE POSTS.  BEARINGS AND DISTANCES TO THESE AND
 KF0850'OTHER POINTS OF REFERENCE ARE AS FOLLOWS- WEST LIMESTONE POST,
 KF0850'N 42 DEG W, 3.636 METERS (11.93 FEET), MARBLE POST, NORTH,
 KF0850'2.716 METERS (8.91 FEET), STONE, NORTHEAST CORNER SECTION
 KF0850'11, N 35 DEG 06 MIN E, EAST LIMESTONE POST, N 42 DEG E, 3.661 METERS
 KF0850'(12.01 FEET), STONE, NORTHEAST CORNER OF W 1/2 OF SE 1/4 SEC.
 KF0850'11, N 88 DEG 03 MIN E, 175.3 METERS (575 FEET).  ADDITIONAL
 KF0850'REFERENCES ARE AS FOLLOWS- WEST, TO NORTH AND SOUTH HEDGE,
 KF0850'226.31 METERS (742.5 FEET), NORTH TO CENTER OF EAST AND WEST
 KF0850'HEDGE, 3.17 METERS (10.4 FEET), EAST TO CENTER OF NORTH AND SOUTH
 KF0850'HEDGE, 175.3 METERS (575 FEET).
 KF0850
 KF0850                          STATION RECOVERY (1934)
 KF0850
 KF0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KF0850'CORRECT.  ABOUT 8-1/2 MILES NORTH OF ABILENE, IN THE NORTHWEST
 KF0850'QUARTER SEC. 11, T. 12 S., R. 2 E., ON LAND OWNED BY J.A.
 KF0850'MINTER, ABOUT 6/10 MILE SOUTHEAST FROM THE MINTER HOUSE, AND
 KF0850'SOUTH OF AN EAST-WEST HEDGE FENCE THROUGH THE CENTER OF SECTION.
 KF0850'UNDERGROUND MARK IS A STONE BOTTLE, FILLED WITH CHARCOAL, BURIED
 KF0850'20 INCHES BELOW SURFACE.  DIRECTLY OVER THIS AND 11 INCHES BELOW
 KF0850'THE SURFACE IS A STANDARD BRONZE STATION TABLET SET IN A
 KF0850'CONCRETE BLOCK.
 KF0850'
 KF0850'TWO REFERENCE MARKS ARE SET IN A ROW 1-1/2 FEET SOUTH OF THE
 KF0850'HEDGE AND 8.9 FEET NORTH OF STATION.  STANDARD BRONZE REFERENCE
 KF0850'TABLETS ARE SET IN TWO END LIMESTONE POSTS.  BEARINGS AND
 KF0850'DISTANCES ARE AS FOLLOWS- WEST LIMESTONE POST, N 42 DEG W,
 KF0850'3.636 METERS (11.93 FEET), EAST LIMESTONE POST, N 42 DEG E,
 KF0850'3.661 METERS (12.01 FEET), CENTER MARBLE POST NORTH, 2.716
 KF0850'METERS (8.91 FEET), STONE NORTHEAST CORNER OF WEST HALF OF
 KF0850'SOUTHEAST QUARTER SEC. 11, N 88 DEG 03 MIN E, 175.3 METERS (575
 KF0850'FEET), WEST TO NORTH-SOUTH HEDGE, 226.3 METERS (742-1/2 FEET),
 KF0850'NORTH TO CENTER EAST-WEST HEDGE, 10.4 FEET, EAST TO CENTER
 KF0850'NORTH-SOUTH HEDGE, 575 FEET, TWO SMALL 2-INCH HEDGE TREES, ONE
 KF0850'NORTH OF THE WEST LIMESTONE REFERENCE AND THE OTHER NORTH OF
 KF0850'THE EAST LIMESTONE REFERENCE ARE MARKED EACH WITH THREE
 KF0850'NOTCHES, ABOUT 6 INCHES APART.
 KF0850
 KF0850                          STATION RECOVERY (1935)
 KF0850
 KF0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0850'STATION IS LOCATED ABOUT 8-1/2 MILES NORTH OF ABILENE, IN THE
 KF0850'NORTHWEST QUARTER SEC. 11, T. 12 S., R. 2 E., ON LAND OWNED
 KF0850'BY J.A. MINTER, ABOUT 0.6 MILE EAST-SOUTHEAST FROM MINTERS
 KF0850'HOUSE AND 10.4 FEET SOUTH OF AN EAST-WEST HEDGE FENCE THROUGH THE
 KF0850'CENTER OF THE SECTION, AND 575 FEET EAST OF A NORTH-SOUTH HEDGE
 KF0850'FENCE.  STATION MARK, WHICH IS A STANDARD BRONZE DISK SET IN AN
 KF0850'8- BY 8-INCH CONCRETE BLOCK 12 INCHES BELOW THE GROUND, WAS
 KF0850'RECOVERED IN GOOD CONDITION.
 KF0850'
 KF0850'TO REACH THE STATION FROM INDUSTRY, GO WEST AND SOUTH FROM
 KF0850'BRIDGE JUST WEST OF TOWN FOR 8.9 MILES ON STATE HIGHWAY 15
 KF0850'TO CROSS ROAD, TURN LEFT AND GO 1.0 MILE EAST TO CROSS ROAD,
 KF0850'TURN RIGHT AND GO 0.2 MILE SOUTH TO HOME OF MR. MINTER ON LEFT.
 KF0850'(IT IS BEST TO INQUIRE OF HIM THE WAY TO THE STATION).  TURN
 KF0850'LEFT INTO DRIVEWAY AND THEN GO SOUTH THROUGH BARNYARD GATE,
 KF0850'TURN LEFT AND GO 0.3 MILE EAST ALONG FENCE TO GATE, CONTINUE
 KF0850'EAST FOR 0.2 MILE THROUGH CULTIVATED FIELD, TURN RIGHT AND GO
 KF0850'0.1 MILE SOUTH TO EAST-WEST HEDGE FENCE.  STATION IS THEN
 KF0850'575 FEET EAST.
 KF0850'
 KF0850'AN AZIMUTH MARK WAS ESTABLISHED 0.3 MILE NORTH OF STATION, IN
 KF0850'REAR OF SCHOOLHOUSE, IN WELL CURB, 12 FEET NORTH OF EDGE OF CURB,
 KF0850'6 FEET EAST OF STEPS, 1 FOOT SOUTH OF WALL.  TO REACH FROM THE
 KF0850'MINTER HOME, GO 0.2 MILE NORTH, TURN RIGHT AND GO 0.7 MILE EAST
 KF0850'TO SCHOOLHOUSE ON RIGHT.
 KF0850'
 KF0850'THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD
 KF0850'CONDITION.  THE DISTANCES TO THE STATION, HOWEVER, DID NOT
 KF0850'CHECK.
 KF0850
 KF0850                          STATION RECOVERY (1961)
 KF0850
 KF0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WWH)
 KF0850'THE STATION MARK WAS RECOVERED, FOUND TO BE AS DESCRIBED AND
 KF0850'IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED AND
 KF0850'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  THE AZIMUTH MARK WAS
 KF0850'RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD CONDITION, BUT
 KF0850'IS NOW BLOCKED FROM THE STATION BY A LARGE PINE TREE PROJECTING
 KF0850'FROM THE SCHOOL LAWN.
 KF0850'
 KF0850'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40
 KF0850'(INTERSTATE HIGHWAY 70) AND STATE HIGHWAY 15, 1.5 MILES NORTH
 KF0850'OF ABILENE, DRIVE NORTH ON THE STATE HIGHWAY FOR 6.5 MILES TO ITS
 KF0850'JUNCTION WITH STATE HIGHWAY 18.  TURN RIGHT ONTO STATE HIGHWAY 18
 KF0850'AND DRIVE EAST FOR 1.0 MILE TO A CROSS ROAD*.  TURN RIGHT AND
 KF0850'DRIVE SOUTH FOR 0.25 MILE TO THE FARM BUILDINGS AND HOME OF MR.
 KF0850'SAM F. MINTER.  TURN LEFT, PASS ALONG THE SOUTH SIDE OF THE
 KF0850'FARM HOUSE, THENCE ALONG THE NORTH SIDE OF A LARGE RED BARN,
 KF0850'THENCE EAST, SOUTH AND EAST ALONG THE EDGE OF CULTIVATED
 KF0850'FIELDS FOR 0.75 MILE TO THE STATION.
 KF0850'
 KF0850'THE STATION IS 575 FEET EAST OF THE CROSSING OF NORTH-SOUTH AND
 KF0850'EAST-WEST HEDGE FENCES, 10.0 FEET SOUTH OF THE EAST-WEST HEDGE
 KF0850'FENCE, 9.6 FEET SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED
 KF0850'AND 12 INCHES BELOW THE SURFACE OF THE GROUND.
 KF0850'
 KF0850'REFERENCE MARKS 3 AND 4 ARE STANDARD DISKS SET IN THE TOPS OF
 KF0850'CONCRETE MONUMENTS WHICH ARE 10 INCHES SQUARE AT THE TOPS AND
 KF0850'PROJECT 4 INCHES ABOVE THE GROUND SURFACE.  REFERENCE MARK 3,
 KF0850'STAMPED FREY NO 3 1890, IS 4.0 FEET SOUTH OF THE HEDGE FENCE.
 KF0850'REFERENCE MARK 4, STAMPED FREY NO 4 1890, IS 3.0 FEET SOUTH OF
 KF0850'THE HEDGE FENCE.
 KF0850'
 KF0850'THE AZIMUTH MARK, A STANDARD DISK STAMPED FREY 1890, IS CEMENTED
 KF0850'IN A DRILL HOLE IN THE CONCRETE WELL CURB AT THE REAR OF A
 KF0850'SCHOOL HOUSE.  IT IS 12 FEET NORTH OF THE EDGE OF THE CURB, 6
 KF0850'FEET EAST OF STEPS AND 1 FOOT SOUTH OF THE WALL.
 KF0850'
 KF0850'*TO REACH THE AZIMUTH MARK, CONTINUE EAST ON STATE HIGHWAY 18
 KF0850'FOR 0.7 MILE TO A SCHOOLHOUSE ON THE RIGHT.
 KF0850'
 KF0850'OBSERVATIONS WERE MADE FROM A STEEL TOWER, 37 FEET IN HEIGHT.
 KF0850
 KF0850                          STATION RECOVERY (1968)
 KF0850
 KF0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KF0850'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 KF0850'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION
 KF0850'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE 1961 DESCRIPTION
 KF0850'WAS FOUND ADEQUATE FOR RECOVERY.
 KF0850'
 KF0850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 KF0850'NORTH-NORTHEAST OF ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0720 ***********************************************************************
 JH0720  DESIGNATION -  FRIEND
 JH0720  PID         -  JH0720
 JH0720  STATE/COUNTY-  KS/FINNEY
 JH0720  USGS QUAD   -  TENNIS NE (1976)
 JH0720
 JH0720                         *CURRENT SURVEY CONTROL
 JH0720  ___________________________________________________________________
 JH0720* NAD 83(1997)-  38 14 08.92021(N)    100 49 49.45588(W)     ADJUSTED  
 JH0720* NAVD 88     -       897.63   (+/-2cm)    2945.0    (feet)  VERTCON   
 JH0720  ___________________________________________________________________
 JH0720  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JH0720  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 JH0720
 JH0720  HORZ ORDER  -  FIRST
 JH0720  VERT ORDER  -  THIRD ? (See Below)
 JH0720
 JH0720.The horizontal coordinates were established by classical geodetic methods
 JH0720.and adjusted by the National Geodetic Survey in October 1998..
 JH0720
 JH0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0720.The vertical order pertains to the NGVD 29 superseded value.
 JH0720
 JH0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0720
 JH0720.The geoid height was determined by GEOID03.
 JH0720
 JH0720;                    North         East     Units Scale Factor Converg.
 JH0720;SPC KS S     -   576,702.813   196,003.190   MT  0.99995129   -1 25 55.6
 JH0720;UTM  14      - 4,233,563.255   339,804.903   MT  0.99991606   -1 07 59.1
 JH0720
 JH0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0720!SPC KS S     -   0.99986311  x   0.99995129  =   0.99981440
 JH0720!UTM  14      -   0.99986311  x   0.99991606  =   0.99977918
 JH0720
 JH0720|---------------------------------------------------------------------|
 JH0720| PID    Reference Object                     Distance      Geod. Az  |
 JH0720|                                                           dddmmss.s |
 JH0720| CK9645 FRIEND RM 1                          21.220 METERS 05112     |
 JH0720| JH0721 FRIEND 2                            111.407 METERS 08348     |
 JH0720| CK9644 FRIEND AZ MK                                       1691716.4 |
 JH0720| CK9646 FRIEND RM 2                          24.119 METERS 30433     |
 JH0720| JH0736 SCOTT CITY MUNICIPAL TANK           APPROX.28.1 KM 3462505.2 |
 JH0720|---------------------------------------------------------------------|
 JH0720
 JH0720                          SUPERSEDED SURVEY CONTROL
 JH0720
 JH0720  NAD 83(1997)-  38 14 08.92337(N)    100 49 49.45409(W) AD(       ) 1
 JH0720  NAD 83(1986)-  38 14 08.92328(N)    100 49 49.45403(W) AD(       ) 1
 JH0720  NAD 27      -  38 14 08.84526(N)    100 49 47.89497(W) AD(       ) 1
 JH0720  NGVD 29 (07/19/86)  897.32   (m)         2944.0    (f) LEVELING    3  
 JH0720
 JH0720.Superseded values are not recommended for survey control.
 JH0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0720.See file dsdata.txt to determine how the superseded data were derived.
 JH0720
 JH0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3980533563(NAD 83)
 JH0720_MARKER: DS = TRIANGULATION STATION DISK
 JH0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0720
 JH0720  HISTORY     - Date     Condition        Report By
 JH0720  HISTORY     - 1933     MONUMENTED       CGS
 JH0720  HISTORY     - 1963     SEE DESCRIPTION  CGS
 JH0720
 JH0720                          STATION DESCRIPTION
 JH0720
 JH0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0720'ABOUT 17.5 MILES SOUTH OF SCOTT CITY, 18 MILES NORTH OF GARDEN
 JH0720'CITY, AND 5 MILES EAST-SOUTHEAST OF FRIEND, ABOUT 0.05 MILE
 JH0720'WEST OF THE NORTHEAST CORNER OF SEC. 16, T. 21 S., R. 32 W.
 JH0720'STATION IS ON FENCE LINE SOUTH OF A SECTION-LINE ROAD.  THERE
 JH0720'IS A FARMHOUSE IN THE SOUTHWEST CORNER OF SECTION 10, ABOUT
 JH0720'0.1 MILE EAST OF STATION.
 JH0720'
 JH0720'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, AND 44.0 FEET
 JH0720'NORTH OF EAST-AND-WEST FENCE.
 JH0720'
 JH0720'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION, AND 45.0 FEET
 JH0720'NORTH OF EAST-AND-WEST FENCE.
 JH0720'
 JH0720'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION, IN WEST RIGHT-OF-WAY
 JH0720'FENCE.
 JH0720'
 JH0720'REACHED FROM SCOTT CITY BY GOING SOUTH FROM WATER TANK ON
 JH0720'U.S. HIGHWAY 83, FOR 15.0 MILES TO THE FINNEY COUNTY LINE,
 JH0720'TURN LEFT AND GO EAST 1.1 MILES, AT THIS POINT LEAVE U.S.
 JH0720'HIGHWAY 83 AND CONTINUE STRAIGHT EAST ON COUNTY LINE 3.0 MILES,
 JH0720'THEN TURN RIGHT AND GO SOUTH 2.0 MILES TO SECTION CORNER AND
 JH0720'FARMHOUSE ON THE LEFT, THEN TURN RIGHT AND GO WEST 0.05 MILE
 JH0720'TO STATION.
 JH0720'
 JH0720'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 JH0720'AS DESCRIBED.
 JH0720'
 JH0720'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 JH0720
 JH0720                          STATION RECOVERY (1963)
 JH0720
 JH0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0720'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 JH0720'RECOVERED.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE DISTANCES AND
 JH0720'DIRECTIONS TO THE REFERENCE MARKS COULD NOT BE VERIFIED AS BOTH
 JH0720'MARKS HAVE BEEN DAMAGED AND APPARENTLY MOVED BY FARM MACHINERY.
 JH0720'
 JH0720'THE STATION WAS NOT RECOVERED UNTIL A NEW STATION, FRIEND 2, WAS
 JH0720'ESTABLISHED AND AN INVERSE COMPUTATION MADE.  SEE DESCRIPTION FOR
 JH0720'FRIEND 2.
 JH0720'
 JH0720'ALL MARKS WERE LOCATED IN A WHEAT FIELD AND THE STATION MARK WAS TOO
 JH0720'CLOSE TO POWER LINES TO ALLOW TOWER BUILDING OVER THE MARK.
 JH0720'
 JH0720'THE STATION MARK AND BOTH REFERENCE MARKS WERE DESTROYED BY THIS
 JH0720'PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0721 ***********************************************************************
 JH0721  DESIGNATION -  FRIEND 2
 JH0721  PID         -  JH0721
 JH0721  STATE/COUNTY-  KS/FINNEY
 JH0721  USGS QUAD   -  TENNIS NE (1976)
 JH0721
 JH0721                         *CURRENT SURVEY CONTROL
 JH0721  ___________________________________________________________________
 JH0721* NAD 83(1997)-  38 14 09.31001(N)    100 49 44.90164(W)     ADJUSTED  
 JH0721* NAVD 88     -       896.     (meters)    2940.     (feet)  SCALED    
 JH0721  ___________________________________________________________________
 JH0721  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JH0721  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 JH0721
 JH0721  HORZ ORDER  -  SECOND
 JH0721
 JH0721.The horizontal coordinates were established by classical geodetic methods
 JH0721.and adjusted by the National Geodetic Survey in October 1998..
 JH0721
 JH0721.The orthometric height was scaled from a topographic map.
 JH0721
 JH0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0721
 JH0721.The geoid height was determined by GEOID03.
 JH0721
 JH0721;                    North         East     Units Scale Factor Converg.
 JH0721;SPC KS S     -   576,712.060   196,114.207   MT  0.99995130   -1 25 52.8
 JH0721;UTM  14      - 4,233,573.082   339,915.867   MT  0.99991562   -1 07 56.3
 JH0721
 JH0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0721!SPC KS S     -   0.99986331  x   0.99995130  =   0.99981462
 JH0721!UTM  14      -   0.99986331  x   0.99991562  =   0.99977895
 JH0721
 JH0721|---------------------------------------------------------------------|
 JH0721| PID    Reference Object                     Distance      Geod. Az  |
 JH0721|                                                           dddmmss.s |
 JH0721| CK9647 FRIEND 2 RM 3                        23.692 METERS 00048     |
 JH0721| CK9648 FRIEND 2 RM 4                        22.399 METERS 23323     |
 JH0721| JH0727 GANO HORACE GRAIN ELEVATOR          APPROX. 8.7 KM 2345354.0 |
 JH0721| JH0720 FRIEND                              111.407 METERS 26348     |
 JH0721| JH0731 GANO                                APPROX. 7.7 KM 2902410.6 |
 JH0721|---------------------------------------------------------------------|
 JH0721
 JH0721                          SUPERSEDED SURVEY CONTROL
 JH0721
 JH0721  NAD 83(1997)-  38 14 09.31318(N)    100 49 44.89986(W) AD(       ) 2
 JH0721  NAD 83(1986)-  38 14 09.31307(N)    100 49 44.90001(W) AD(       ) 2
 JH0721  NAD 27      -  38 14 09.23509(N)    100 49 43.34086(W) AD(       ) 2
 JH0721
 JH0721.Superseded values are not recommended for survey control.
 JH0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0721.See file dsdata.txt to determine how the superseded data were derived.
 JH0721
 JH0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3991633573(NAD 83)
 JH0721_MARKER: DS = TRIANGULATION STATION DISK
 JH0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0721
 JH0721  HISTORY     - Date     Condition        Report By
 JH0721  HISTORY     - 1963     MONUMENTED       CGS
 JH0721
 JH0721                          STATION DESCRIPTION
 JH0721
 JH0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0721'THE STATION IS 17 MILES NORTH OF GARDEN CITY AND 4 MILES SOUTHEAST
 JH0721'OF FRIEND IN THE SOUTHWEST CORNER OF SECTION 10, T 21 S, R 32 W, AND
 JH0721'ON PROPERTY OWNED BY MR. GEORGE BAGWELL.
 JH0721'
 JH0721'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND U.S.
 JH0721'HIGHWAY 83 SOUTH (MAIN STREET) IN GARDEN CITY, GO NORTH ON HIGHWAY
 JH0721'83 SOUTH FOR 0.7 MILE TO KANSAS AVENUE.  TURN LEFT AND GO WEST ON
 JH0721'KANSAS AVENUE FOR 0.5 MILE TO U.S. HIGHWAY 83 NORTH ON THE RIGHT.
 JH0721'TURN RIGHT AND GO NORTH ON HIGHWAY 83 NORTH FOR 15.9 MILES TO A
 JH0721'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD
 JH0721'FOR 2.9 MILES TO A T-ROAD.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD
 JH0721'FOR 1.9 MILE TO A FIELD TRACK ROAD ON THE LEFT AND THE STATION ON
 JH0721'THE RIGHT.
 JH0721'
 JH0721'STATION MARKS ARE STANDARD DISKS STAMPED FRIEND - 2 1963.  THE
 JH0721'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 JH0721'THE SURFACE OF THE GROUND.  IT IS 85.5 FEET SOUTHWEST OF THE
 JH0721'SOUTHWEST CORNER OF MR. GEORGE BAGWELLS HOME, 74.5 FEET NORTHEAST
 JH0721'OF A POWER POLE, 60 FEET SOUTH OF THE MOST SOUTHERN OF FOUR
 JH0721'TREES, AND 31 FEET EAST OF THE CENTER OF THE GRAVEL ROAD.  THE
 JH0721'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 JH0721'BELOW THE SURFACE OF THE GROUND.
 JH0721'
 JH0721'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FRIEND - 2 NO. 3 1963,
 JH0721'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JH0721'GROUND.  IT IS 91 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 58 FEET
 JH0721'NORTHWEST OF THE SOUTHWEST CORNER OF THE HOME, 34 FEET EAST OF THE
 JH0721'CENTER OF THE GRAVEL ROAD, AND 20.5 FEET NORTHEAST OF THE MOST
 JH0721'SOUTHERN OF THE FOUR TREES.
 JH0721'
 JH0721'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED FRIEND - 2 NO. 4
 JH0721'1963, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JH0721'GROUND.  IT IS 29 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 2
 JH0721'FEET NORTH OF A POWER POLE.
 JH0721'
 JH0721'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0721'STATION GANO IS VISIBLE FROM THE GROUND AND MAY BE USED FOR THE
 JH0721'AZIMUTH MARK.
 JH0721'
 JH0721'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0951 ***********************************************************************
 HG0951  DESIGNATION -  FRIENDS CHURCH CUPOLA
 HG0951  PID         -  HG0951
 HG0951  STATE/COUNTY-  KS/KIOWA
 HG0951  USGS QUAD   -  COLDWATER NE (1980)
 HG0951
 HG0951                         *CURRENT SURVEY CONTROL
 HG0951  ___________________________________________________________________
 HG0951* NAD 83(1997)-  37 25 58.60664(N)    099 19 29.28278(W)     ADJUSTED  
 HG0951* NAVD 88     -                                                        
 HG0951  ___________________________________________________________________
 HG0951  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 HG0951  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 HG0951
 HG0951  HORZ ORDER  -  THIRD
 HG0951
 HG0951.The horizontal coordinates were established by classical geodetic methods
 HG0951.and adjusted by the National Geodetic Survey in October 1998..
 HG0951
 HG0951
 HG0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0951
 HG0951.The geoid height was determined by GEOID03.
 HG0951
 HG0951;                    North         East     Units Scale Factor Converg.
 HG0951;SPC KS S     -   485,368.352   327,004.492   MT  0.99997147   -0 30 24.7
 HG0951;UTM  14      - 4,142,951.774   471,265.143   MT  0.99961017   -0 11 50.7
 HG0951
 HG0951                          SUPERSEDED SURVEY CONTROL
 HG0951
 HG0951  NAD 83(1997)-  37 25 58.61379(N)    099 19 29.28302(W) AD(       ) 4
 HG0951  NAD 83(1986)-  37 25 58.60924(N)    099 19 29.27841(W) AD(       ) 4
 HG0951  NAD 27      -  37 25 58.53700(N)    099 19 27.87649(W) AD(       ) 3
 HG0951
 HG0951.Superseded values are not recommended for survey control.
 HG0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0951.See file dsdata.txt to determine how the superseded data were derived.
 HG0951
 HG0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7126542952(NAD 83)
 HG0951_MARKER: 86 = CUPOLA
 HG0951
 HG0951  HISTORY     - Date     Condition        Report By
 HG0951  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0951
 HG0951                          STATION DESCRIPTION
 HG0951
 HG0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0951'POINT OBSERVED UPON WAS TIP OF CUPOLA ON FRIENDS CHURCH,
 HG0951'APPROXIMATELY 5 MILES WEST AND 1 MILE NORTH OF TRIANGULATION
 HG0951'STATION DIRKS.
 HG0951'
 HG0951'OBJECT WAS OBSERVED FROM DIRKS AND WILCOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1199 ***********************************************************************
 JE1199  DESIGNATION -  FROG
 JE1199  PID         -  JE1199
 JE1199  STATE/COUNTY-  KS/COFFEY
 JE1199  USGS QUAD   -  WAVERLY NW (1983)
 JE1199
 JE1199                         *CURRENT SURVEY CONTROL
 JE1199  ___________________________________________________________________
 JE1199* NAD 83(1997)-  38 25 46.65739(N)    095 40 42.95347(W)     ADJUSTED  
 JE1199* NAVD 88     -       340.016  (meters)    1115.54   (feet)  ADJUSTED  
 JE1199  ___________________________________________________________________
 JE1199  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 JE1199  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JE1199  DYNAMIC HT  -         339.772 (meters)    1114.74  (feet)  COMP
 JE1199  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 JE1199
 JE1199  HORZ ORDER  -  SECOND
 JE1199  VERT ORDER  -  SECOND    CLASS 0
 JE1199
 JE1199.The horizontal coordinates were established by classical geodetic methods
 JE1199.and adjusted by the National Geodetic Survey in October 1998..
 JE1199
 JE1199.The orthometric height was determined by differential leveling
 JE1199.and adjusted by the National Geodetic Survey in June 1991..
 JE1199.WARNING-Repeat measurements at this control monument indicate possible
 JE1199.vertical movement.
 JE1199
 JE1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1199
 JE1199.The geoid height was determined by GEOID03.
 JE1199
 JE1199.The dynamic height is computed by dividing the NAVD 88
 JE1199.geopotential number by the normal gravity value computed on the
 JE1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1199.degrees latitude (g = 980.6199 gals.).
 JE1199
 JE1199.The modeled gravity was interpolated from observed gravity values.
 JE1199
 JE1199;                    North         East     Units Scale Factor Converg.
 JE1199;SPC KS S     -   599,393.694   646,314.398   MT  0.99997577   +1 44 01.8
 JE1199;UTM  15      - 4,256,883.245   266,185.301   MT  1.00027331   -1 39 56.3
 JE1199
 JE1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1199!SPC KS S     -   0.99995156  x   0.99997577  =   0.99992733
 JE1199!UTM  15      -   0.99995156  x   1.00027331  =   1.00022486
 JE1199
 JE1199|---------------------------------------------------------------------|
 JE1199| PID    Reference Object                     Distance      Geod. Az  |
 JE1199|                                                           dddmmss.s |
 JE1199| JE1739 FROG A                               94.204 METERS 01031     |
 JE1199| JE1804 MELVERN MUNICIPAL TANK              APPROX. 9.3 KM 0230409.8 |
 JE1199| JE1198 FROG RM 1                            17.038 METERS 06358     |
 JE1199| JE1197 MELT                                403.844 METERS 0854854.0 |
 JE1199| JE1726 WAVERLY MUNICIPAL TANK              APPROX. 8.0 KM 1213830.4 |
 JE1199| JE1735 HALLS SUMMIT MICROWAVE TOWER        APPROX.10.5 KM 1780156.5 |
 JE1199| JE1750 LEBO MUNICIPAL TANK                 APPROX.15.9 KM 2640803.5 |
 JE1199| JE1200 FROG RM 2                            19.019 METERS 30402     |
 JE1199|---------------------------------------------------------------------|
 JE1199
 JE1199                          SUPERSEDED SURVEY CONTROL
 JE1199
 JE1199  NAD 83(1986)-  38 25 46.66346(N)    095 40 42.95469(W) AD(       ) 2
 JE1199  NAD 27      -  38 25 46.60930(N)    095 40 42.00600(W) AD(       ) 2
 JE1199  NGVD 29 (??/??/92)  339.850  (m)         1114.99   (f) ADJ UNCH    2 0
 JE1199
 JE1199.Superseded values are not recommended for survey control.
 JE1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1199.See file dsdata.txt to determine how the superseded data were derived.
 JE1199
 JE1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6618556883(NAD 83)
 JE1199_MARKER: DS = TRIANGULATION STATION DISK
 JE1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1199_STAMPING: FROG 1960
 JE1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1199+STABILITY: SURFACE MOTION
 JE1199
 JE1199  HISTORY     - Date     Condition        Report By
 JE1199  HISTORY     - 1960     MONUMENTED       CGS
 JE1199  HISTORY     - 1960     GOOD             CGS
 JE1199  HISTORY     - 1974     GOOD             NGS
 JE1199
 JE1199                          STATION DESCRIPTION
 JE1199
 JE1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1199'THE STATION IS ABOUT 5-1/4 MILES SOUTH AND 2-1/2 MILES WEST OF
 JE1199'MELVERN.
 JE1199'
 JE1199'TO REACH THE STATION FROM THE POST OFFICE AT MELVERN GO WEST
 JE1199'ON STATE HIGHWAY 174 FOR 3.0 MILES TO THE JUNCTION WITH U.S.
 JE1199'HIGHWAY 75, TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 75 FOR
 JE1199'5.2 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON
 JE1199'THE MACADAM ROAD FOR 0.7 MILE TO A GUARD STATION.  PASS GUARD
 JE1199'STATION AND GO SOUTHEAST ON THE GRAVELED ROAD FOR 0.2 MILE
 JE1199'TO THE SOUTH END OF THE SITE AND THE STATION.
 JE1199'
 JE1199'THE STATION MARK, STAMPED FROG 1960, IS A STANDARD DISK SET
 JE1199'IN THE TOP OF A ROUND CONCRETE POST THAT IS SET FLUSH.  IT
 JE1199'IS 42 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 1
 JE1199'FOOT SOUTH OF A WITNESS POST.
 JE1199'
 JE1199'REFERENCE MARK NO. 1, STAMPED FROG NO 1 1960, IS A STANDARD
 JE1199'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS SET
 JE1199'FLUSH.  IT IS 18 FEET SOUTH OF THE CENTER OF THE GRAVELED
 JE1199'ROAD AND 1 FOOT NORTH OF A WITNESS POST.
 JE1199'
 JE1199'REFERENCE MARK NO. 2, STAMPED FROG NO 2 1960, IS A STANDARD DISK
 JE1199'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 JE1199'18 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT NORTH
 JE1199'OF A WITNESS POST.
 JE1199'
 JE1199'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 102.5 FEET.
 JE1199'
 JE1199'TRIANGULATION STATION MELT MAY BE USED FOR THE AZIMUTH MARK,
 JE1199'SEE DESCRIPTION THEREOF.
 JE1199
 JE1199                          STATION RECOVERY (1960)
 JE1199
 JE1199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JE1199'7 MI SW FROM MELVERN.
 JE1199'3.0 MILES WEST ALONG STATE HIGHWAY 174 FROM THE POST OFFICE
 JE1199'AT MELVERN, THENCE 5.2 MILES SOUTH ALONG U.S. HIGHWAY 75, THENCE
 JE1199'EAST ALONG MACADAM ROAD FOR 0.7 MILE TO A GUARD STATION, THENCE
 JE1199'GO 0.2 MILE SOUTHEAST TO THE SOUTH END OF THE SITE, 42 FEET SOUTH
 JE1199'OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF THE WITNESS POST,
 JE1199'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE
 JE1199'SURFACE OF THE GROUND.
 JE1199
 JE1199                          STATION RECOVERY (1974)
 JE1199
 JE1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1199'THE STATION WAS VISITED BY A LIGHTKEEPER FOR AN AZIMUTH MARK FOR
 JE1199'STATION MELT 1960.  ALL MARKS WERE INTACT.
 JE1199'
 JE1199'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST
 JE1199'OF WAVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1198 ***********************************************************************
 JE1198  DESIGNATION -  FROG RM 1
 JE1198  PID         -  JE1198
 JE1198  STATE/COUNTY-  KS/COFFEY
 JE1198  USGS QUAD   -  WAVERLY NW (1983)
 JE1198
 JE1198                         *CURRENT SURVEY CONTROL
 JE1198  ___________________________________________________________________
 JE1198* NAD 83(1986)-  38 25 46.     (N)    095 40 43.     (W)     SCALED    
 JE1198* NAVD 88     -       340.253  (meters)    1116.31   (feet)  ADJUSTED  
 JE1198  ___________________________________________________________________
 JE1198  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JE1198  DYNAMIC HT  -         340.008 (meters)    1115.51  (feet)  COMP
 JE1198  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 JE1198
 JE1198  VERT ORDER  -  SECOND    CLASS 0
 JE1198
 JE1198.The horizontal coordinates were scaled from a topographic map and have
 JE1198.an estimated accuracy of +/- 6 seconds.
 JE1198
 JE1198.The orthometric height was determined by differential leveling
 JE1198.and adjusted by the National Geodetic Survey in June 1991..
 JE1198
 JE1198.The geoid height was determined by GEOID03.
 JE1198
 JE1198.The dynamic height is computed by dividing the NAVD 88
 JE1198.geopotential number by the normal gravity value computed on the
 JE1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1198.degrees latitude (g = 980.6199 gals.).
 JE1198
 JE1198.The modeled gravity was interpolated from observed gravity values.
 JE1198
 JE1198;                    North         East    Units  Estimated Accuracy
 JE1198;SPC KS S     -   599,370.      646,310.      MT  (+/- 180 meters Scaled)
 JE1198
 JE1198                          SUPERSEDED SURVEY CONTROL
 JE1198
 JE1198  NGVD 29 (??/??/92)  340.086  (m)         1115.77   (f) ADJ UNCH    2 0
 JE1198
 JE1198.Superseded values are not recommended for survey control.
 JE1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1198.See file dsdata.txt to determine how the superseded data were derived.
 JE1198
 JE1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC661568(NAD 83)
 JE1198_MARKER: DR = REFERENCE MARK DISK
 JE1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1198_STAMPING: FROG NO 1 1960
 JE1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1198+STABILITY: SURFACE MOTION
 JE1198
 JE1198  HISTORY     - Date     Condition        Report By
 JE1198  HISTORY     - 1960     MONUMENTED       CGS
 JE1198
 JE1198                          STATION DESCRIPTION
 JE1198
 JE1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1198'7 MI SW FROM MELVERN.
 JE1198'3.0 MILES WEST ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 JE1198'MELVERN, THENCE 5.2 MILES SOUTH ALONG U.S. HIGHWAY 75, THENCE
 JE1198'0.7 MILE EAST ALONG MACADAM ROAD TO THE GUARD STATION, THENCE
 JE1198'0.2 MILE SOUTHEAST TO SOUTH END OF THE SITE, 56 FEET NORTHEAST
 JE1198'OF THE STATION, 18 FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT
 JE1198'NORTH OF THE WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE
 JE1198'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1200 ***********************************************************************
 JE1200  DESIGNATION -  FROG RM 2
 JE1200  PID         -  JE1200
 JE1200  STATE/COUNTY-  KS/COFFEY
 JE1200  USGS QUAD   -  WAVERLY NW (1983)
 JE1200
 JE1200                         *CURRENT SURVEY CONTROL
 JE1200  ___________________________________________________________________
 JE1200* NAD 83(1986)-  38 25 46.     (N)    095 40 43.     (W)     SCALED    
 JE1200* NAVD 88     -       339.913  (meters)    1115.20   (feet)  ADJUSTED  
 JE1200  ___________________________________________________________________
 JE1200  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JE1200  DYNAMIC HT  -         339.669 (meters)    1114.40  (feet)  COMP
 JE1200  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 JE1200
 JE1200  VERT ORDER  -  SECOND    CLASS 0
 JE1200
 JE1200.The horizontal coordinates were scaled from a topographic map and have
 JE1200.an estimated accuracy of +/- 6 seconds.
 JE1200
 JE1200.The orthometric height was determined by differential leveling
 JE1200.and adjusted by the National Geodetic Survey in June 1991..
 JE1200
 JE1200.The geoid height was determined by GEOID03.
 JE1200
 JE1200.The dynamic height is computed by dividing the NAVD 88
 JE1200.geopotential number by the normal gravity value computed on the
 JE1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1200.degrees latitude (g = 980.6199 gals.).
 JE1200
 JE1200.The modeled gravity was interpolated from observed gravity values.
 JE1200
 JE1200;                    North         East    Units  Estimated Accuracy
 JE1200;SPC KS S     -   599,370.      646,310.      MT  (+/- 180 meters Scaled)
 JE1200
 JE1200                          SUPERSEDED SURVEY CONTROL
 JE1200
 JE1200  NGVD 29 (??/??/92)  339.747  (m)         1114.65   (f) ADJ UNCH    2 0
 JE1200
 JE1200.Superseded values are not recommended for survey control.
 JE1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1200.See file dsdata.txt to determine how the superseded data were derived.
 JE1200
 JE1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC661568(NAD 83)
 JE1200_MARKER: DR = REFERENCE MARK DISK
 JE1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1200_STAMPING: FROG NO 2 1960
 JE1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1200+STABILITY: SURFACE MOTION
 JE1200
 JE1200  HISTORY     - Date     Condition        Report By
 JE1200  HISTORY     - 1960     MONUMENTED       CGS
 JE1200
 JE1200                          STATION DESCRIPTION
 JE1200
 JE1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1200'7 MI SW FROM MELVERN.
 JE1200'3.0 MILES WEST ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 JE1200'MELVERN, THENCE 5.2 MILES SOUTH ALONG U.S. HIGHWAY 75, THENCE
 JE1200'0.7 MILE EAST ALONG MACADAM ROAD TO THE GUARD STATION, THENCE
 JE1200'0.2 MILE SOUTHEAST TO THE SOUTH END OF THE SITE, 62 FEET NORTHWEST
 JE1200'OF THE STATION, 18 FEET SOUTH OF THE CENTER OF THE ROAD, 1 FOOT
 JE1200'NORTH OF THE WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE
 JE1200'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1025 ***********************************************************************
 HE1025  DESIGNATION -  FRONTENAC
 HE1025  PID         -  HE1025
 HE1025  STATE/COUNTY-  KS/CRAWFORD
 HE1025  USGS QUAD   -  PITTSBURG (1978)
 HE1025
 HE1025                         *CURRENT SURVEY CONTROL
 HE1025  ___________________________________________________________________
 HE1025* NAD 83(1997)-  37 27 26.71899(N)    094 40 54.46473(W)     ADJUSTED  
 HE1025* NAVD 88     -       291.9    (meters)     958.     (feet)  VERTCON   
 HE1025  ___________________________________________________________________
 HE1025  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HE1025  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 HE1025
 HE1025  HORZ ORDER  -  SECOND
 HE1025
 HE1025.The horizontal coordinates were established by classical geodetic methods
 HE1025.and adjusted by the National Geodetic Survey in October 1998..
 HE1025
 HE1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1025
 HE1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1025
 HE1025.The geoid height was determined by GEOID03.
 HE1025
 HE1025;                    North         East     Units Scale Factor Converg.
 HE1025;SPC KS S     -   494,677.872   737,712.788   MT  0.99996797   +2 20 47.0
 HE1025;SPC MO W     -   143,247.545   833,916.445   MT  0.99994436   -0 06 38.0
 HE1025;UTM  15      - 4,146,945.512   351,255.968   MT  0.99987253   -1 01 22.8
 HE1025
 HE1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1025!SPC KS S     -   0.99995900  x   0.99996797  =   0.99992697
 HE1025!SPC MO W     -   0.99995900  x   0.99994436  =   0.99990336
 HE1025!UTM  15      -   0.99995900  x   0.99987253  =   0.99983153
 HE1025
 HE1025|---------------------------------------------------------------------|
 HE1025| PID    Reference Object                     Distance      Geod. Az  |
 HE1025|                                                           dddmmss.s |
 HE1025| CM3733 FRONTENAC RM 1                       34.138 METERS 12044     |
 HE1025| CM3732 FRONTENAC AZ MK                                    1394012.0 |
 HE1025| HE1019 PITTSBURG RADIO KOAM N MAST         APPROX. 6.2 KM 1405739.8 |
 HE1025| HE1016 PITTSBURG RADIO KOAM CEN MAST       APPROX. 6.3 KM 1413857.0 |
 HE1025| HE1012 PITTSBURG RADIO KOAM S MAST         APPROX. 6.3 KM 1421940.7 |
 HE1025| HE1011 PITTSBURG S MUNICIPAL TANK          APPROX. 6.8 KM 1935502.2 |
 HE1025| HE1020 PITTSBURG KGE RADIO MAST            APPROX. 5.8 KM 1993521.6 |
 HE1025| HE1007 PITTSBURG HOTEL BESSE FLAGPOLE      APPROX. 5.5 KM 2004412.9 |
 HE1025| CM3734 FRONTENAC RM 2                       39.639 METERS 23409     |
 HE1025|---------------------------------------------------------------------|
 HE1025
 HE1025                          SUPERSEDED SURVEY CONTROL
 HE1025
 HE1025  NAD 83(1997)-  37 27 26.72555(N)    094 40 54.46508(W) AD(       ) 2
 HE1025  NAD 83(1986)-  37 27 26.73040(N)    094 40 54.45859(W) AD(       ) 2
 HE1025  NAD 27      -  37 27 26.55386(N)    094 40 53.60346(W) AD(       ) 2
 HE1025  NGVD 29 (07/19/86)  291.8    (m)          957.     (f) VERT ANG       
 HE1025
 HE1025.Superseded values are not recommended for survey control.
 HE1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1025.See file dsdata.txt to determine how the superseded data were derived.
 HE1025
 HE1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5125646946(NAD 83)
 HE1025_MARKER: DS = TRIANGULATION STATION DISK
 HE1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1025
 HE1025  HISTORY     - Date     Condition        Report By
 HE1025  HISTORY     - 1966     MONUMENTED       CGS
 HE1025
 HE1025                          STATION DESCRIPTION
 HE1025
 HE1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1025'THE STATION IS LOCATED AT THE EAST EDGE OF FRONTENAC AT THE
 HE1025'NORTH END OF THE CITY BALL PARK.  THE LAND IS OWNED BY THE
 HE1025'SPENCER CHEMICAL DIVISION GULF OIL CORPORATION AND LEASED BY
 HE1025'THE CITY OF FRONTENAC.
 HE1025'
 HE1025'TO REACH THE STATION FROM THE POST OFFICE IN FRONTENAC, GO
 HE1025'EAST FOR 0.3 MILE TO A RAILROAD CROSSING, CROSS TRACKS AND TURN
 HE1025'LEFT, NORTH AND NORTHEAST FOR 0.2 MILE TO THE NORTHERN MOST
 HE1025'FLOODLIGHT POLE AND THE STATION.
 HE1025'
 HE1025'STATION MARK IS A STANDARD DISK, STAMPED FRONTENAC 1966, SET
 HE1025'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1025'THAT IS FLUSH WITH THE GROUND.  IT IS 236 FEET EAST OF THE
 HE1025'EAST RAIL OF RAILROAD TRACK AND 20 FEET NORTH OF A FLOODLIGHT
 HE1025'POLE.
 HE1025'
 HE1025'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FRONTENAC NO 1
 HE1025'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 HE1025'DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 2.2 FEET
 HE1025'NORTHWEST OF A FLOODLIGHT POLE AND ABOUT THE SAME ELEVATION
 HE1025'AS THE STATION.
 HE1025'
 HE1025'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FRONTENAC NO
 HE1025'2 1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 HE1025'IN DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 167 FEET
 HE1025'EAST OF THE EAST RAIL OF RAILROAD TRACKS, 1 FOOT NORTHEAST
 HE1025'OF A FLOODLIGHT POLE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE1025'
 HE1025'AZIMUTH MARK IS A STANDARD DISK, STAMPED FRONTENAC 1966, SET
 HE1025'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1025'THAT IS FLUSH WITH THE GROUND.  IT IS 52.7 FEET SOUTHEAST OF
 HE1025'A POWER LINE POLE, 28 FEET SOUTH OF THE CENTERLINE OF AN
 HE1025'EAST-WEST PAVED ROAD, 2.4 FEET WEST OF A WITNESS POST AND
 HE1025'1 FOOT NORTH OF A FENCE.  TO REACH THE MARK FROM THE RAILROAD
 HE1025'CROSSING MENTIONED ABOVE, GO EAST FOR 0.15 MILE TO THE MARK
 HE1025'ON THE RIGHT.
 HE1025'
 HE1025'HEIGHT OF LIGHT ABOVE STATION MARK 14.34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1021 ***********************************************************************
 HE1021  DESIGNATION -  FRONTENAC MUNICIPAL TANK
 HE1021  PID         -  HE1021
 HE1021  STATE/COUNTY-  KS/CRAWFORD
 HE1021  USGS QUAD   -  PITTSBURG (1978)
 HE1021
 HE1021                         *CURRENT SURVEY CONTROL
 HE1021  ___________________________________________________________________
 HE1021* NAD 83(1997)-  37 27 16.98078(N)    094 41 02.82244(W)     ADJUSTED  
 HE1021* NAVD 88     -                                                        
 HE1021  ___________________________________________________________________
 HE1021  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HE1021  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 HE1021
 HE1021  HORZ ORDER  -  THIRD
 HE1021
 HE1021.The horizontal coordinates were established by classical geodetic methods
 HE1021.and adjusted by the National Geodetic Survey in October 1998..
 HE1021
 HE1021
 HE1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1021
 HE1021.The geoid height was determined by GEOID03.
 HE1021
 HE1021;                    North         East     Units Scale Factor Converg.
 HE1021;SPC KS S     -   494,369.502   737,519.846   MT  0.99996835   +2 20 41.9
 HE1021;SPC MO W     -   142,947.737   833,710.466   MT  0.99994444   -0 06 43.1
 HE1021;UTM  15      - 4,146,649.043   351,045.256   MT  0.99987331   -1 01 27.7
 HE1021
 HE1021                          SUPERSEDED SURVEY CONTROL
 HE1021
 HE1021  NAD 83(1997)-  37 27 16.98718(N)    094 41 02.82265(W) AD(       ) 4
 HE1021  NAD 83(1986)-  37 27 16.99234(N)    094 41 02.81588(W) AD(       ) 4
 HE1021  NAD 27      -  37 27 16.81561(N)    094 41 01.96187(W) AD(       ) 3
 HE1021
 HE1021.Superseded values are not recommended for survey control.
 HE1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1021.See file dsdata.txt to determine how the superseded data were derived.
 HE1021
 HE1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5104546649(NAD 83)
 HE1021_MARKER: 53 = ELEVATED TANK
 HE1021
 HE1021  HISTORY     - Date     Condition        Report By
 HE1021  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1021  HISTORY     - 1966     GOOD             CGS
 HE1021  HISTORY     - 20050803 GOOD             GEOCAC
 HE1021
 HE1021                          STATION DESCRIPTION
 HE1021
 HE1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1021'THIS INTERSECTION STATION IS THE CENTER OF THE FRONTENAC
 HE1021'MUNICIPAL WATER TANK.  IT IS A TALL STEEL TANK WITH ROUND
 HE1021'BOTTOM AND CONICAL TOP AND HAS A BALL AT THE TIP.  IT IS
 HE1021'SUPPORTED BY FOUR LEGS AND HAS A PLATFORM AT THE TOP OF THE
 HE1021'LEGS.  THE ENTIRE STRUCTURE IS PAINTED SILVER.  IT IS ABOUT
 HE1021'90 FEET HIGH AND IS VERY PROMINENT.  THE TANK WAS ERECTED
 HE1021'IN 1907.
 HE1021'
 HE1021'THE TANK IS IN THE EASTERN PART OF FRONTENAC, ABOUT 400 FEET
 HE1021'W OF THE SANTA FE RAILROAD TRACK, ABOUT 100 FEET S OF MC KAY
 HE1021'STREET (MAIN STREET OF TOWN), AND ABOUT 50 FEET E OF THE
 HE1021'MOST EASTERLY STREET IN TOWN, AND ABOUT 75 FEET NW OF THE
 HE1021'CENTER OF A RESERVOIR.
 HE1021'
 HE1021'U.S. HIGHWAY 160 RUNS ALONG THE MAIN STREET AND TURNS N
 HE1021'ONE BLOCK W OF THE TANK.
 HE1021
 HE1021                          STATION RECOVERY (1966)
 HE1021
 HE1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1021'STATION IS LOCATED NEAR THE EAST EDGE OF THE TOWN OF FRONTENAC.
 HE1021'IT IS AN ELEVATED STEEL TANK WITH A HEMISPHERICAL BOTTOM.
 HE1021'IT IS PAINTED SILVER AND IS 105 FEET IN HEIGHT.  THE POINT
 HE1021'OBSERVED WAS THE APEX OF THE TANK.
 HE1021
 HE1021                          STATION RECOVERY (2005)
 HE1021
 HE1021'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1925 ***********************************************************************
 JE1925  DESIGNATION -  FULTON RESET
 JE1925  PID         -  JE1925
 JE1925  STATE/COUNTY-  KS/BOURBON
 JE1925  USGS QUAD   -  PRESCOTT (1978)
 JE1925
 JE1925                         *CURRENT SURVEY CONTROL
 JE1925  ___________________________________________________________________
 JE1925* NAD 83(1997)-  38 01 48.37948(N)    094 42 50.72916(W)     ADJUSTED  
 JE1925* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 JE1925  ___________________________________________________________________
 JE1925  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 JE1925  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE1925
 JE1925  HORZ ORDER  -  THIRD
 JE1925
 JE1925.The horizontal coordinates were established by classical geodetic methods
 JE1925.and adjusted by the National Geodetic Survey in October 1998..
 JE1925
 JE1925.The orthometric height was scaled from a topographic map.
 JE1925
 JE1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1925
 JE1925.The geoid height was determined by GEOID03.
 JE1925
 JE1925;                    North         East     Units Scale Factor Converg.
 JE1925;SPC KS S     -   558,068.550   732,277.690   MT  0.99993784   +2 19 35.6
 JE1925;UTM  15      - 4,210,541.857   349,563.434   MT  0.99987873   -1 03 22.3
 JE1925
 JE1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1925!SPC KS S     -   0.99996353  x   0.99993784  =   0.99990137
 JE1925!UTM  15      -   0.99996353  x   0.99987873  =   0.99984227
 JE1925
 JE1925|---------------------------------------------------------------------|
 JE1925| PID    Reference Object                     Distance      Geod. Az  |
 JE1925|                                                           dddmmss.s |
 JE1925| CM3744 FULTON RM 4                           9.345 METERS 08953     |
 JE1925| CM3741 FULTON RM 1                           3.141 METERS 09139     |
 JE1925| CU9004 FULTON AZ MK                                       0924327.1 |
 JE1925| CM3742 FULTON RM 2                          15.752 METERS 18135     |
 JE1925| CM3743 FULTON RM 3                          15.746 METERS 18141     |
 JE1925|---------------------------------------------------------------------|
 JE1925
 JE1925                          SUPERSEDED SURVEY CONTROL
 JE1925
 JE1925  NAD 83(1997)-  38 01 48.38720(N)    094 42 50.72675(W) AD(       ) 3
 JE1925  NAD 83(1986)-  38 01 48.38790(N)    094 42 50.72489(W) AD(       ) 3
 JE1925  NAD 27      -  38 01 48.27500(N)    094 42 49.87800(W) AD(       ) 3
 JE1925
 JE1925.Superseded values are not recommended for survey control.
 JE1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1925.See file dsdata.txt to determine how the superseded data were derived.
 JE1925
 JE1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC4956310542(NAD 83)
 JE1925_MARKER: DS = TRIANGULATION STATION DISK
 JE1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1925
 JE1925  HISTORY     - Date     Condition        Report By
 JE1925  HISTORY     - 1948     MONUMENTED       CGS
 JE1925  HISTORY     - 1970     GOOD             NGS
 JE1925  HISTORY     - 1974     SEE DESCRIPTION  NGS
 JE1925
 JE1925                          STATION DESCRIPTION
 JE1925
 JE1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1925'THE STATION IS LOCATED 1 MILE NORTH OF FULTON, 3.4 FEET SOUTH OF
 JE1925'A WIRE FENCE, 5.3 FEET SOUTHEAST OF A WITNESS POST, 18 FEET
 JE1925'WEST OF THE CENTER OF A GATE INTO A CEMETERY, 25.7 FEET NORTH OF
 JE1925'THE CENTER OF A GRAVELED ROAD AND 0.05 MILE FROM THE CENTER
 JE1925'OF U.S. HIGHWAY 69.  THE DISK IS STAMPED FULTON 1948 AND PROJECTS
 JE1925'3 INCHES.
 JE1925'
 JE1925'REFERENCE MARK NO. 1 IS 3.4 FEET SOUTH OF A WIRE FENCE, 7.5 FEET
 JE1925'WEST OF THE CENTER OF A CEMETERY GATE AND 25.7 FEET NORTH OF
 JE1925'THE CENTER OF A GRADED ROAD.  THE DISK IS STAMPED FULTON NO.
 JE1925'1 1948 AND SET FLUSH WITH THE GROUND.
 JE1925'
 JE1925'REFERENCE MARK NO. 2 IS 1.5 FEET NORTH OF A WOVEN WIRE
 JE1925'FENCE, 26 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD AND ACROSS
 JE1925'ROAD FROM THE STATION.  THE DISK IS STAMPED FULTON NO. 2 1948
 JE1925'AND SET FLUSH WITH THE GROUND.
 JE1925'
 JE1925'THE AZIMUTH MARK IS EAST OF THE STATION, 0.25 MILE EASTOF U.S.
 JE1925'HIGHWAY 69, 1.8 FEET WEST OF A WITNESS POST, 4 FEET NORTH OF AN
 JE1925'EAST-WEST FENCE AND 31.4 FEET SOUTH OF A GRAVLED ROAD.  THE
 JE1925'DISK IS STAMPED FULTON 1948 AND SET FLUSH WITH THE GROUND.
 JE1925'
 JE1925'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 69 AND KANSAS
 JE1925'HIGHWAY 31 AT THE EAST EDGE OF THE TOWN OF FULTON GO NORTH FOR 1
 JE1925'MILE, TO A CROSSROAD AND CEMETERY, THE STATION IS TO THE WEST AS
 JE1925'DESCRIBED AND THE AZIMUTH MARK IS TO THE EAST AS DESCRIBED.
 JE1925'
 JE1925'A 74 FOOT SIGNAL AT HARDING IS VISIBLE AT 4 FEET.
 JE1925'
 JE1925'A 74 FOOT SIGNAL AT MOUND CITY IS VISIBLE AT 4 FEET.
 JE1925
 JE1925                          STATION RECOVERY (1970)
 JE1925
 JE1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1925'THE STATION SURFACE MARK AND REFERENCE MARK NO. 2 WERE FOUND
 JE1925'TILTED OUT OF POSITION.  REFERENCE MARK NO. 1, AZIMUTH MARK, AND
 JE1925'THE UNDERGROUND STATION MARK WERE RECOVERED AND FOUND IN GOOD
 JE1925'CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK
 JE1925'BY 0.12 FEET AND THE DIRECTION FAILED TO CHECK BY 7 MINUTES 27
 JE1925'SECONDS.
 JE1925'
 JE1925'THE OLD SURFACE STATION MARK WAS RESET VERTICALLY OVER THE
 JE1925'UNDERGROUND MARK AND REFERENCE MARK NO. 3 WAS ALSO SET.
 JE1925'
 JE1925'FOLLOWING IS A NEW DESCRIPTION.
 JE1925'
 JE1925'STATION SURFACE MARK, A STANDARD DISK STAMPED FULTON 1948 1970,
 JE1925'IS SET IN THE TOP OF A SQUARE CONCRETER POST WHICH PROJECTS
 JE1925'2 INCHES.  IT IS 155 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 JE1925'69, 82 FEET EAST OF A CORNER FENCE POST, 35.5 FEET SOUTHEAST
 JE1925'OF THE SOUTHEAST CORNER OF ETTA COOKS TOMBSTONE, 26 FEET NORTH
 JE1925'OF THE CENTER OF A GRAVELED ROAD, 19.5 FEET WEST OF THE CENTER
 JE1925'OF A DRIVEWAY IN THE CENTER OF THE CEMETERY, AND 1 FOOT WEST OF
 JE1925'A METAL WITNESS POST.  THE UNDERGROUND STATION MARK, A
 JE1925'STANDARD DISK STAMPED FULTON 1948, IS SET IN THE TOP OF AN
 JE1925'IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE
 JE1925'GROUND.
 JE1925'
 JE1925'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FULTON NO. 1
 JE1925'1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JE1925'1 INCH.  IT IS 27 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD
 JE1925'AND 9 FEET WEST OF THE CENTER OF THE DRIVEWAY.
 JE1925'
 JE1925'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FULTON 1948 NO. 3
 JE1925'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JE1925'1 INCH.
 JE1925'
 JE1925'AZIMUTH MARK, A STANDARD DISK STAMPED FULTON 1948, IS SET IN THE
 JE1925'TOP OF A SQUARE CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE
 JE1925'OF THE GROUND.  IT IS 31.5 FEET SOUTH OF THE CENTER OF A GRAVELED
 JE1925'ROAD, 4 FEET NORTH OF A FENCE, 1 FOOT WEST OF A METAL WITNESS
 JE1925'POST AND ABOUT 300 FEET WEST OF A FIELD ENTRANCE.
 JE1925'
 JE1925'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 JE1925'GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 JE1925'
 JE1925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE
 JE1925'NORTH OF FULTON.
 JE1925
 JE1925                          STATION RECOVERY (1974)
 JE1925
 JE1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JE1925'THE UNDERGROUND STATION MARK AND REFERENCE MARK 3 AND THE AZIMUTH
 JE1925'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE SURFACE
 JE1925'STATION MARK AND REFERENCE MARK 1 WERE FOUND DESTROYED.  A NEW
 JE1925'SURFACE STATION MARK AND SET DIRECTLY ABOVE THE UNDERGROUND MARK
 JE1925'AND REFERENCE MARK 4 WAS ESTABLISHED THIS DATE.  THE ANGLE BETWEEN
 JE1925'THE AZIMUTH MARK AND THE FULTON MUN STANDPIPE AND THE DISTANCE TO
 JE1925'REFERENCE MARK 3 CHECKED THE PREVIOUS DATA.  THE 1970
 JE1925'DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE ADDITIONAL NOTES
 JE1925'LISTED BELOW.
 JE1925'
 JE1925'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED FULTON 1948
 JE1925'1974, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 14 INCHES
 JE1925'BELOW THE SURFACE OF THE GROUND AND 1.5 FEET SOUTH OF A METAL
 JE1925'WITNESS POST.
 JE1925'
 JE1925'REFERENCE MARK 3 IS FLUSH WITH THE SURFACE OF THE GROUND AND 24 FEET
 JE1925'SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 JE1925'
 JE1925'REFERENCE MARK 4 IS A 4 INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 JE1925'FULTON NO 4 1948 1974.  IT IS 55.5 FEET SOUTH-SOUTHWEST OF THE
 JE1925'SOUTHWEST CORNER OF COCHRAN TOMBSTONE, 27 FEET NORTH OF THE CENTER
 JE1925'OF THE GRAVELED ROAD AND 13 FEET EAST OF THE CENTER OF CEMETERY
 JE1925'ROAD AND THE MARK IS 2 INCHES BELWO THE SURFACE OF THE GROUND.
 JE1925'
 JE1925'THE AZIMUTH MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1925'
 JE1925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE NORTH
 JE1925'OF FULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0472 ***********************************************************************
 KH0472  DESIGNATION -  G 101
 KH0472  PID         -  KH0472
 KH0472  STATE/COUNTY-  KS/WALLACE
 KH0472  USGS QUAD   -  HARRIS DRAW WEST (1979)
 KH0472
 KH0472                         *CURRENT SURVEY CONTROL
 KH0472  ___________________________________________________________________
 KH0472* NAD 83(1986)-  39 01 04.     (N)    101 44 20.     (W)     SCALED    
 KH0472* NAVD 88     -      1121.030  (meters)    3677.91   (feet)  ADJUSTED  
 KH0472  ___________________________________________________________________
 KH0472  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 KH0472  DYNAMIC HT  -        1120.063 (meters)    3674.74  (feet)  COMP
 KH0472  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 KH0472
 KH0472  VERT ORDER  -  SECOND    CLASS 0
 KH0472
 KH0472.The horizontal coordinates were scaled from a topographic map and have
 KH0472.an estimated accuracy of +/- 6 seconds.
 KH0472
 KH0472.The orthometric height was determined by differential leveling
 KH0472.and adjusted by the National Geodetic Survey in June 1991..
 KH0472
 KH0472.The geoid height was determined by GEOID03.
 KH0472
 KH0472.The dynamic height is computed by dividing the NAVD 88
 KH0472.geopotential number by the normal gravity value computed on the
 KH0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0472.degrees latitude (g = 980.6199 gals.).
 KH0472
 KH0472.The modeled gravity was interpolated from observed gravity values.
 KH0472
 KH0472;                    North         East    Units  Estimated Accuracy
 KH0472;SPC KS N     -    82,660.       76,300.      MT  (+/- 180 meters Scaled)
 KH0472
 KH0472                          SUPERSEDED SURVEY CONTROL
 KH0472
 KH0472  NGVD 29 (??/??/92) 1120.585  (m)         3676.45   (f) ADJ UNCH    2 0
 KH0472
 KH0472.Superseded values are not recommended for survey control.
 KH0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0472.See file dsdata.txt to determine how the superseded data were derived.
 KH0472
 KH0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ628223(NAD 83)
 KH0472_MARKER: DB = BENCH MARK DISK
 KH0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0472_STAMPING: G 101 1935
 KH0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0472+STABILITY: SURFACE MOTION
 KH0472
 KH0472  HISTORY     - Date     Condition        Report By
 KH0472  HISTORY     - 1935     MONUMENTED       CGS
 KH0472  HISTORY     - 1940     GOOD             NGS
 KH0472
 KH0472                          STATION DESCRIPTION
 KH0472
 KH0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0472'8.6 MI N FROM SHARON SPRINGS.
 KH0472'TO REACH FROM THE WALLACE COUNTY COURTHOUSE IN SHARON SPRINGS,
 KH0472'PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 27, GO 8.6 MILES.
 KH0472'BENCH MARK IS WEST ACROSS STATE HIGHWAY NO. 27 FROM AN OLD ROAD
 KH0472'LEADING TO A SOD HOUSE, 36 FEET WEST OF CENTER LINE OF HIGHWAY,
 KH0472'11 FEET SOUTHWEST OF SOUTH END OF WIRE GATE IN FENCE LINE, 4 FEET
 KH0472'WEST OF FENCE, 2.6 FEET NORTH OF A 4 X 4 INCH WOODEN POST
 KH0472'PAINTED WHITE PROJECTING 20 FEET.  A STD. DISK B M IN
 KH0472'CAST-IN-PLACE CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0262 ***********************************************************************
 JH0262  DESIGNATION -  G 103
 JH0262  PID         -  JH0262
 JH0262  STATE/COUNTY-  KS/WICHITA
 JH0262  USGS QUAD   -  LEOTI (1970)
 JH0262
 JH0262                         *CURRENT SURVEY CONTROL
 JH0262  ___________________________________________________________________
 JH0262* NAD 83(1986)-  38 29 10.     (N)    101 16 27.     (W)     SCALED    
 JH0262* NAVD 88     -       987.815  (meters)    3240.86   (feet)  ADJUSTED  
 JH0262  ___________________________________________________________________
 JH0262  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JH0262  DYNAMIC HT  -         986.973 (meters)    3238.09  (feet)  COMP
 JH0262  MODELED GRAV-     979,742.8   (mgal)                       NAVD 88
 JH0262
 JH0262  VERT ORDER  -  SECOND    CLASS 0
 JH0262
 JH0262.The horizontal coordinates were scaled from a topographic map and have
 JH0262.an estimated accuracy of +/- 6 seconds.
 JH0262
 JH0262.The orthometric height was determined by differential leveling
 JH0262.and adjusted by the National Geodetic Survey in June 1991..
 JH0262
 JH0262.The geoid height was determined by GEOID03.
 JH0262
 JH0262.The dynamic height is computed by dividing the NAVD 88
 JH0262.geopotential number by the normal gravity value computed on the
 JH0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0262.degrees latitude (g = 980.6199 gals.).
 JH0262
 JH0262.The modeled gravity was interpolated from observed gravity values.
 JH0262
 JH0262;                    North         East    Units  Estimated Accuracy
 JH0262;SPC KS S     -   605,540.      158,000.      MT  (+/- 180 meters Scaled)
 JH0262
 JH0262                          SUPERSEDED SURVEY CONTROL
 JH0262
 JH0262  NGVD 29 (??/??/92)  987.469  (m)         3239.72   (f) ADJ UNCH    2 0
 JH0262
 JH0262.Superseded values are not recommended for survey control.
 JH0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0262.See file dsdata.txt to determine how the superseded data were derived.
 JH0262
 JH0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH016622(NAD 83)
 JH0262_MARKER: DB = BENCH MARK DISK
 JH0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0262_STAMPING: G 103 1935
 JH0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0262+STABILITY: SURFACE MOTION
 JH0262
 JH0262  HISTORY     - Date     Condition        Report By
 JH0262  HISTORY     - 1935     MONUMENTED       CGS
 JH0262  HISTORY     - 1940     GOOD             NGS
 JH0262  HISTORY     - 1968     POOR             USGS
 JH0262
 JH0262                          STATION DESCRIPTION
 JH0262
 JH0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0262'3.4 MI W FROM MARIENTHAL.
 JH0262'3.4 MILES WEST OF MISSOURI PACIFIC RAILROAD STATION IN MARIENTHAL.
 JH0262'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0262'RAILROAD, AT THE WEST END OF A CUT, 2 POLES WEST OF MILEPOST
 JH0262'NO. 702-20, 43 FEET NORTH OF CENTER LINE OF THE TRACK, 7.4 FEET
 JH0262'SOUTH OF RIGHT-OF-WAY FENCE, 2.8 FEET NORTH OF TELEPHONE POLE,
 JH0262'2.0 FEET WEST OF A 4 X 4 INCH WOODEN POST PROJECTING 2.0 FEET.
 JH0262'MONUMENT PROJECTS 0.3 FOOT.  NOTE-- MARK IS BUSTED IN TWO PIECES
 JH0262'AND HELD TOGETHER WITH REINFORCING RODS.  ALSO, THE CONCRETE
 JH0262'AROUND THE DISK IS CHIPPED AWAY BUT DISK IS SOLID.
 JH0262
 JH0262                          STATION RECOVERY (1968)
 JH0262
 JH0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JH0262'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0339 ***********************************************************************
 KF0339  FBN         -  This is a Federal Base Network Control Station.
 KF0339  DESIGNATION -  G 106
 KF0339  PID         -  KF0339
 KF0339  STATE/COUNTY-  KS/MARSHALL
 KF0339  USGS QUAD   -  HERKIMER (1983)
 KF0339
 KF0339                         *CURRENT SURVEY CONTROL
 KF0339  ___________________________________________________________________
 KF0339* NAD 83(1997)-  39 53 08.48699(N)    096 38 58.08535(W)     ADJUSTED  
 KF0339* NAVD 88     -       356.327  (meters)    1169.05   (feet)  ADJUSTED  
 KF0339  ___________________________________________________________________
 KF0339  X           -    -567,522.701 (meters)                     COMP
 KF0339  Y           -  -4,868,139.359 (meters)                     COMP
 KF0339  Z           -   4,068,465.348 (meters)                     COMP
 KF0339  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 KF0339  ELLIP HEIGHT-         328.51  (meters)          (08/12/03) GPS OBS
 KF0339  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 KF0339  DYNAMIC HT  -         356.127 (meters)    1168.39  (feet)  COMP
 KF0339  MODELED GRAV-     980,055.1   (mgal)                       NAVD 88
 KF0339
 KF0339  HORZ ORDER  -  A
 KF0339  VERT ORDER  -  SECOND    CLASS 0
 KF0339  ELLP ORDER  -  FOURTH    CLASS I
 KF0339
 KF0339.The horizontal coordinates were established by GPS observations
 KF0339.and adjusted by the National Geodetic Survey in August 2003..
 KF0339
 KF0339.The orthometric height was determined by differential leveling
 KF0339.and adjusted by the National Geodetic Survey in June 1991..
 KF0339
 KF0339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0339
 KF0339.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0339
 KF0339.The ellipsoidal height was determined by GPS observations
 KF0339.and is referenced to NAD 83.
 KF0339
 KF0339.The geoid height was determined by GEOID03.
 KF0339
 KF0339.The dynamic height is computed by dividing the NAVD 88
 KF0339.geopotential number by the normal gravity value computed on the
 KF0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0339.degrees latitude (g = 980.6199 gals.).
 KF0339
 KF0339.The modeled gravity was interpolated from observed gravity values.
 KF0339
 KF0339;                    North         East     Units Scale Factor Converg.
 KF0339;SPC KS N     -   173,198.724   515,517.018   MT  1.00001821   +0 51 16.2
 KF0339;UTM  14      - 4,417,714.645   700,984.983   MT  1.00009732   +1 30 28.1
 KF0339
 KF0339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0339!SPC KS N     -   0.99994847  x   1.00001821  =   0.99996667
 KF0339!UTM  14      -   0.99994847  x   1.00009732  =   1.00004578
 KF0339
 KF0339                          SUPERSEDED SURVEY CONTROL
 KF0339
 KF0339  NAD 83(1997)-  39 53 08.48760(N)    096 38 58.09122(W) AD(       ) 3
 KF0339  ELLIP H (10/02/98)  328.92   (m)                       GP(       ) 4 1
 KF0339  NAD 83(1997)-  39 53 08.48949(N)    096 38 58.09068(W) AD(       ) 3
 KF0339  NAD 83(1986)-  39 53 08.49556(N)    096 38 58.09033(W) AD(       ) 3
 KF0339  NAVD 88 (08/12/03)  356.33   (m)         1169.1    (f) LEVELING    3  
 KF0339  NGVD 29 (??/??/92)  356.217  (m)         1168.69   (f) ADJ UNCH    2 0
 KF0339
 KF0339.Superseded values are not recommended for survey control.
 KF0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0339.See file dsdata.txt to determine how the superseded data were derived.
 KF0339
 KF0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK0098517715(NAD 83)
 KF0339_MARKER: DB = BENCH MARK DISK
 KF0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0339_SP_SET: CONCRETE POST
 KF0339_STAMPING: G 106 1934
 KF0339_MARK LOGO: CGS   
 KF0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0339+STABILITY: SURFACE MOTION
 KF0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0339+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 KF0339
 KF0339  HISTORY     - Date     Condition        Report By
 KF0339  HISTORY     - 1934     MONUMENTED       CGS
 KF0339  HISTORY     - 1965     GOOD             NGS
 KF0339  HISTORY     - 19890627 GOOD             NGS
 KF0339  HISTORY     - 19970326 GOOD             NGS
 KF0339  HISTORY     - 20020716 GOOD             NGS
 KF0339
 KF0339                          STATION DESCRIPTION
 KF0339
 KF0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0339'3.5 MI N FROM MARYSVILLE.
 KF0339'3.5 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0339'STATION AT MARYSVILLE, AT A ROAD CROSSING, 86 FEET SOUTH OF
 KF0339'MILEPOST 131, 54 FEET NORTHEAST OF CENTER OF ROAD AND RAILROAD
 KF0339'CROSSING, 45 FEET EAST OF EAST RAIL, 38 FEET NORTH OF CENTER
 KF0339'LINE OF THE ROAD, 3 FEET WEST OF THE FENCE LINE AND 1 FOOT
 KF0339'NORTH OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK,
 KF0339'STAMPED G 106 1934, IN THE TOP OF A CONCRETE MONUMENT AND
 KF0339'PROJECTING 3 INCHES.
 KF0339
 KF0339                          STATION RECOVERY (1989)
 KF0339
 KF0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KF0339'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTH OF MARYSVILLE,
 KF0339'1.45 KM (0.90 MI) SOUTHEAST OF THE CONFLUENCE OF THE BIG BLUE RIVER
 KF0339'AND HORSESHOE CREEK, AT THE JUNCTION OF A RAILROAD TRACK AND A GRAVEL
 KF0339'ROAD, ON THE SOUTH EDGE OF SECTION 9, T 3 S, R 7 E.  OWNERSHIP--UNION
 KF0339'PACIFIC RAILROAD.
 KF0339'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 77
 KF0339'NORTH, ABOUT 1.6 KM (1.00 MI) WEST OF MARYSVILLE, GO EAST ON HIGHWAYS
 KF0339'36 AND 77 FOR 1.8 KM (1.10 MI) TO THE JUNCTION WITH HIGHWAY 77 SOUTH
 KF0339'IN MARYSVILLE.  CONTINUE EAST ON HIGHWAY 36 FOR 1.05 KM (0.65 MI) TO A
 KF0339'PAVED STREET LEFT AT HARDEES RESTAURANT.  TURN LEFT AND GO NORTH ON
 KF0339'20TH STREET FOR 1.2 KM (0.75 MI) TO A T-ROAD AT SOUTHEAST CORNER OF A
 KF0339'CEMETERY.  TURN LEFT AND GO WEST ALONG SOUTH SIDE OF CEMETERY FOR 0.4
 KF0339'KM (0.25 MI) TO A PAVED T-ROAD.  TURN RIGHT AND GO NORTH ON PAVED ROAD
 KF0339'FOR 0.35 KM (0.20 MI) TO END OF PAVEMENT.  CONTINUE AHEAD ON GRAVEL
 KF0339'ROAD FOR 3.3 KM (2.05 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST,
 KF0339'DOWNGRADE, FOR 0.95 KM (0.60 MI) TO THE RAIL CROSSING, SEVERAL METAL
 KF0339'SILOS AND THE STATION ON THE RIGHT.
 KF0339'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 KF0339'CONCRETE POST PROJECTING 2 CM ABOVE THE GROUND IN LOW WEEDS.  LOCATED
 KF0339'13.7 M (44.9 FT) EAST-NORTHEAST OF THE EAST RAIL OF TRACK, 11.2 M
 KF0339'(36.7 FT) NORTH OF THE ROAD CENTER, 7.9 M (25.9 FT) NORTHWEST OF A
 KF0339'UTILITY POLE, 0.7 M (2.3 FT) WEST-SOUTHWEST OF AN OLD FENCE LINE AND
 KF0339'0.2 M (0.7 FT) NORTH OF A METAL WITNESS POST.
 KF0339'DESCRIBED BY G.R. HEID, TYPED BY HJS.
 KF0339
 KF0339                          STATION RECOVERY (1997)
 KF0339
 KF0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 KF0339'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  ADD 11.8 M (38.7
 KF0339'FT) NORTHEAST OF A CONCRETE CULVERT.  CHANGE SEVERAL METAL SILOS TO 5
 KF0339'METAL GRAIN BINS.
 KF0339
 KF0339                          STATION RECOVERY (2002)
 KF0339
 KF0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 KF0339'RECOVERED AS DESCRIBED.  LOCATED 0.34 M (1.1 FT) SOUTH FROM A
 KF0339'FIBERGLASS WITNESS POST.
 KF0339'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0552 ***********************************************************************
 KE0552  DESIGNATION -  G 107
 KE0552  PID         -  KE0552
 KE0552  STATE/COUNTY-  KS/DONIPHAN
 KE0552  USGS QUAD   -  DENTON (1961)
 KE0552
 KE0552                         *CURRENT SURVEY CONTROL
 KE0552  ___________________________________________________________________
 KE0552* NAD 83(1986)-  39 40 40.     (N)    095 19 49.     (W)     SCALED    
 KE0552* NAVD 88     -       353.293  (meters)    1159.10   (feet)  ADJUSTED  
 KE0552  ___________________________________________________________________
 KE0552  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE0552  DYNAMIC HT  -         353.080 (meters)    1158.40  (feet)  COMP
 KE0552  MODELED GRAV-     980,012.3   (mgal)                       NAVD 88
 KE0552
 KE0552  VERT ORDER  -  SECOND    CLASS 0
 KE0552
 KE0552.The horizontal coordinates were scaled from a topographic map and have
 KE0552.an estimated accuracy of +/- 6 seconds.
 KE0552
 KE0552.The orthometric height was determined by differential leveling
 KE0552.and adjusted by the National Geodetic Survey in June 1991..
 KE0552
 KE0552.The geoid height was determined by GEOID03.
 KE0552
 KE0552.The dynamic height is computed by dividing the NAVD 88
 KE0552.geopotential number by the normal gravity value computed on the
 KE0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0552.degrees latitude (g = 980.6199 gals.).
 KE0552
 KE0552.The modeled gravity was interpolated from observed gravity values.
 KE0552
 KE0552;                    North         East    Units  Estimated Accuracy
 KE0552;SPC KS N     -   152,630.      629,010.      MT  (+/- 180 meters Scaled)
 KE0552
 KE0552                          SUPERSEDED SURVEY CONTROL
 KE0552
 KE0552  NGVD 29 (??/??/92)  353.185  (m)         1158.74   (f) ADJ UNCH    2 0
 KE0552
 KE0552.Superseded values are not recommended for survey control.
 KE0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0552.See file dsdata.txt to determine how the superseded data were derived.
 KE0552
 KE0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD001945(NAD 83)
 KE0552_MARKER: DB = BENCH MARK DISK
 KE0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0552_STAMPING: G 107 1934
 KE0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0552+STABILITY: SURFACE MOTION
 KE0552
 KE0552  HISTORY     - Date     Condition        Report By
 KE0552  HISTORY     - 1934     MONUMENTED       CGS
 KE0552  HISTORY     - 1950     GOOD             NGS
 KE0552
 KE0552                          STATION DESCRIPTION
 KE0552
 KE0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0552'AT PURCELL.
 KE0552'AT PURCELL, DONIPHAN COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 KE0552'PACIFIC RAILROAD, 5 POLES SOUTH OF THE STATION SIGN (THE STATION
 KE0552'HAS BEEN REMOVED), ACROSS THE TRACK FROM THE TWELFTH POLE SOUTH
 KE0552'OF MILEPOST 29 AND THE FOURTH POLE SOUTH OF A ROAD CROSSING, 31
 KE0552'FEET EAST OF THE EAST RAIL, AND 34 FEET WEST OF THE CENTERLINE
 KE0552'OF A GRADED ROAD.  A STANDARD DISK, STAMPED G 107 1934 AND SET
 KE0552'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0962 ***********************************************************************
 KE0962  DESIGNATION -  G 108
 KE0962  PID         -  KE0962
 KE0962  STATE/COUNTY-  KS/JACKSON
 KE0962  USGS QUAD   -  WHITING (1961)
 KE0962
 KE0962                         *CURRENT SURVEY CONTROL
 KE0962  ___________________________________________________________________
 KE0962* NAD 83(1986)-  39 36 00.     (N)    095 36 41.     (W)     SCALED    
 KE0962* NAVD 88     -       317.672  (meters)    1042.23   (feet)  ADJUSTED  
 KE0962  ___________________________________________________________________
 KE0962  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 KE0962  DYNAMIC HT  -         317.475 (meters)    1041.58  (feet)  COMP
 KE0962  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 KE0962
 KE0962  VERT ORDER  -  SECOND    CLASS 0
 KE0962
 KE0962.The horizontal coordinates were scaled from a topographic map and have
 KE0962.an estimated accuracy of +/- 6 seconds.
 KE0962
 KE0962.The orthometric height was determined by differential leveling
 KE0962.and adjusted by the National Geodetic Survey in June 1991..
 KE0962
 KE0962.The geoid height was determined by GEOID03.
 KE0962
 KE0962.The dynamic height is computed by dividing the NAVD 88
 KE0962.geopotential number by the normal gravity value computed on the
 KE0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0962.degrees latitude (g = 980.6199 gals.).
 KE0962
 KE0962.The modeled gravity was interpolated from observed gravity values.
 KE0962
 KE0962;                    North         East    Units  Estimated Accuracy
 KE0962;SPC KS N     -   143,320.      605,130.      MT  (+/- 180 meters Scaled)
 KE0962
 KE0962                          SUPERSEDED SURVEY CONTROL
 KE0962
 KE0962  NGVD 29 (??/??/92)  317.563  (m)         1041.87   (f) ADJ UNCH    2 0
 KE0962
 KE0962.Superseded values are not recommended for survey control.
 KE0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0962.See file dsdata.txt to determine how the superseded data were derived.
 KE0962
 KE0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD757866(NAD 83)
 KE0962_MARKER: DB = BENCH MARK DISK
 KE0962_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0962_SP_SET: CULVERT
 KE0962_STAMPING: G 108 1934
 KE0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0962
 KE0962  HISTORY     - Date     Condition        Report By
 KE0962  HISTORY     - 1934     MONUMENTED       CGS
 KE0962
 KE0962                          STATION DESCRIPTION
 KE0962
 KE0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0962'1.1 MI NE FROM WHITING.
 KE0962'1.1 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0962'RAILWAY FROM THE STATION AT WHITING, JACKSON COUNTY, 300 FEET
 KE0962'SOUTH OF A GRAVEL-ROAD CROSSING, AND IN THE WEST CONCRETE HEAD
 KE0962'WALL OF A HIGHWAY CULVERT.  A STANDARD DISK, STAMPED G 108 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0988 ***********************************************************************
 KE0988  DESIGNATION -  G 109
 KE0988  PID         -  KE0988
 KE0988  STATE/COUNTY-  KS/NEMAHA
 KE0988  USGS QUAD   -  SABETHA (1960)
 KE0988
 KE0988                         *CURRENT SURVEY CONTROL
 KE0988  ___________________________________________________________________
 KE0988* NAD 83(1986)-  39 56 04.     (N)    095 50 49.     (W)     SCALED    
 KE0988* NAVD 88     -       415.307  (meters)    1362.55   (feet)  ADJUSTED  
 KE0988  ___________________________________________________________________
 KE0988  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 KE0988  DYNAMIC HT  -         415.062 (meters)    1361.75  (feet)  COMP
 KE0988  MODELED GRAV-     980,023.6   (mgal)                       NAVD 88
 KE0988
 KE0988  VERT ORDER  -  SECOND    CLASS 0
 KE0988
 KE0988.The horizontal coordinates were scaled from a topographic map and have
 KE0988.an estimated accuracy of +/- 6 seconds.
 KE0988
 KE0988.The orthometric height was determined by differential leveling
 KE0988.and adjusted by the National Geodetic Survey in June 1991..
 KE0988
 KE0988.The geoid height was determined by GEOID03.
 KE0988
 KE0988.The dynamic height is computed by dividing the NAVD 88
 KE0988.geopotential number by the normal gravity value computed on the
 KE0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0988.degrees latitude (g = 980.6199 gals.).
 KE0988
 KE0988.The modeled gravity was interpolated from observed gravity values.
 KE0988
 KE0988;                    North         East    Units  Estimated Accuracy
 KE0988;SPC KS N     -   179,940.      584,020.      MT  (+/- 180 meters Scaled)
 KE0988
 KE0988                          SUPERSEDED SURVEY CONTROL
 KE0988
 KE0988  NGVD 29 (??/??/92)  415.185  (m)         1362.15   (f) ADJ UNCH    2 0
 KE0988
 KE0988.Superseded values are not recommended for survey control.
 KE0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0988.See file dsdata.txt to determine how the superseded data were derived.
 KE0988
 KE0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE567243(NAD 83)
 KE0988_MARKER: DB = BENCH MARK DISK
 KE0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0988_STAMPING: G 109 1934
 KE0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0988+STABILITY: SURFACE MOTION
 KE0988
 KE0988  HISTORY     - Date     Condition        Report By
 KE0988  HISTORY     - 1934     MONUMENTED       CGS
 KE0988  HISTORY     - 1950     GOOD             NGS
 KE0988
 KE0988                          STATION DESCRIPTION
 KE0988
 KE0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0988'AT BERWICK.
 KE0988'AT BERWICK, NEMAHA COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 KE0988'PACIFIC RAILROAD, 90 FEET WEST OF THE NORTHWEST CORNER OF THE
 KE0988'STATION, 83 FEET EAST-NORTHEAST OF A SMALL RAILROAD WATER TANK,
 KE0988'53 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND 7 FEET
 KE0988'WEST OF A POLE.  A STANDARD DISK, STAMPED G 109 1934 AND SET IN
 KE0988'THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 KE0988
 KE0988                          STATION RECOVERY (1950)
 KE0988
 KE0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0323 ***********************************************************************
 KF0323  DESIGNATION -  G 111
 KF0323  PID         -  KF0323
 KF0323  STATE/COUNTY-  KS/MARSHALL
 KF0323  USGS QUAD   -  BLUE RAPIDS SE (1968)
 KF0323
 KF0323                         *CURRENT SURVEY CONTROL
 KF0323  ___________________________________________________________________
 KF0323* NAD 83(1986)-  39 34 51.     (N)    096 34 26.     (W)     SCALED    
 KF0323* NAVD 88     -       334.399  (meters)    1097.11   (feet)  ADJUSTED  
 KF0323  ___________________________________________________________________
 KF0323  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 KF0323  DYNAMIC HT  -         334.189 (meters)    1096.42  (feet)  COMP
 KF0323  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 KF0323
 KF0323  VERT ORDER  -  SECOND    CLASS 0
 KF0323
 KF0323.The horizontal coordinates were scaled from a topographic map and have
 KF0323.an estimated accuracy of +/- 6 seconds.
 KF0323
 KF0323.The orthometric height was determined by differential leveling
 KF0323.and adjusted by the National Geodetic Survey in June 1991..
 KF0323
 KF0323.The geoid height was determined by GEOID03.
 KF0323
 KF0323.The dynamic height is computed by dividing the NAVD 88
 KF0323.geopotential number by the normal gravity value computed on the
 KF0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0323.degrees latitude (g = 980.6199 gals.).
 KF0323
 KF0323.The modeled gravity was interpolated from observed gravity values.
 KF0323
 KF0323;                    North         East    Units  Estimated Accuracy
 KF0323;SPC KS N     -   139,450.      522,510.      MT  (+/- 180 meters Scaled)
 KF0323
 KF0323                          SUPERSEDED SURVEY CONTROL
 KF0323
 KF0323  NGVD 29 (??/??/92)  334.274  (m)         1096.70   (f) ADJ UNCH    2 0
 KF0323
 KF0323.Superseded values are not recommended for survey control.
 KF0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0323.See file dsdata.txt to determine how the superseded data were derived.
 KF0323
 KF0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ083840(NAD 83)
 KF0323_MARKER: DD = SURVEY DISK
 KF0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0323_STAMPING: G 111 1934
 KF0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0323+STABILITY: SURFACE MOTION
 KF0323
 KF0323  HISTORY     - Date     Condition        Report By
 KF0323  HISTORY     - 1934     MONUMENTED       KSGS
 KF0323  HISTORY     - 1965     GOOD             NGS
 KF0323
 KF0323                          STATION DESCRIPTION
 KF0323
 KF0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0323'4.2 MI S FROM IRVING.
 KF0323'4.2 MILES SOUTH ALONG THE OLD RAILROAD GRADE FROM THE UNION
 KF0323'PACIFIC RAILROAD STATION AT IRVING.  430 FEET SOUTH OF PILINGS
 KF0323'OF OLD RAILROAD BRIDGE 155+28, 40 FEET EAST OF CENTER LINE OF
 KF0323'RAILROAD BED, 36 FEET NORTH OF A CLUMP OF TREES, 6 FEET WEST
 KF0323'OF OLD FENCE LINE AND 1 FOOT SOUTH OF A METAL WITNESS POST AND
 KF0323'SIGN.  A STATE SURVEY DISK, STAMPED, G 111 1934, SET IN THE TOP
 KF0323'OF A CONCRETE POST AND PROJECTING 5 INCHES, ABOVE GROUND.
 KF0323'NOTE-- THIS MARK IS IN THE AREA OF THE FLOOD STAGE OF THE TUTTLE
 KF0323'CREEK DAM RESERVOIR, THE TOWN OF IRVING AND THE RAILROAD HAS
 KF0323'BEEN REMOVED, ABOUT ALL THAT CAN BE FOUND NOW IS THE OLD RAILROAD
 KF0323'BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0366 ***********************************************************************
 KF0366  DESIGNATION -  G 113
 KF0366  PID         -  KF0366
 KF0366  STATE/COUNTY-  KS/WASHINGTON
 KF0366  USGS QUAD   -  LINN SW (1968)
 KF0366
 KF0366                         *CURRENT SURVEY CONTROL
 KF0366  ___________________________________________________________________
 KF0366* NAD 83(1986)-  39 34 52.     (N)    097 14 14.     (W)     SCALED    
 KF0366* NAVD 88     -       408.238  (meters)    1339.36   (feet)  ADJUSTED  
 KF0366  ___________________________________________________________________
 KF0366  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 KF0366  DYNAMIC HT  -         408.004 (meters)    1338.59  (feet)  COMP
 KF0366  MODELED GRAV-     980,039.2   (mgal)                       NAVD 88
 KF0366
 KF0366  VERT ORDER  -  SECOND    CLASS 0
 KF0366
 KF0366.The horizontal coordinates were scaled from a topographic map and have
 KF0366.an estimated accuracy of +/- 6 seconds.
 KF0366
 KF0366.The orthometric height was determined by differential leveling
 KF0366.and adjusted by the National Geodetic Survey in June 1991..
 KF0366
 KF0366.The geoid height was determined by GEOID03.
 KF0366
 KF0366.The dynamic height is computed by dividing the NAVD 88
 KF0366.geopotential number by the normal gravity value computed on the
 KF0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0366.degrees latitude (g = 980.6199 gals.).
 KF0366
 KF0366.The modeled gravity was interpolated from observed gravity values.
 KF0366
 KF0366;                    North         East    Units  Estimated Accuracy
 KF0366;SPC KS N     -   138,800.      465,530.      MT  (+/- 180 meters Scaled)
 KF0366
 KF0366                          SUPERSEDED SURVEY CONTROL
 KF0366
 KF0366  NGVD 29 (??/??/92)  408.123  (m)         1338.98   (f) ADJ UNCH    2 0
 KF0366
 KF0366.Superseded values are not recommended for survey control.
 KF0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0366.See file dsdata.txt to determine how the superseded data were derived.
 KF0366
 KF0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ513827(NAD 83)
 KF0366_MARKER: DB = BENCH MARK DISK
 KF0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0366_SP_SET: CULVERT
 KF0366_STAMPING: G 113 1934
 KF0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0366
 KF0366  HISTORY     - Date     Condition        Report By
 KF0366  HISTORY     - 1934     MONUMENTED       CGS
 KF0366  HISTORY     - 1965     GOOD             NGS
 KF0366  HISTORY     - 1979     GOOD             KSDT
 KF0366
 KF0366                          STATION DESCRIPTION
 KF0366
 KF0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0366'2.5 MI NE FROM CLIFTON.
 KF0366'2.5 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KF0366'THE STATION AT CLIFTON, AT MILEPOST 462, 100 FEET EAST OF
 KF0366'CENTER OF A ROAD CROSSING, 32 FEET SOUTHEAST OF SOUTHEAST RAIL,
 KF0366'IN THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.  A STANDARD
 KF0366'DISK, STAMPED, G 113 1934
 KF0366
 KF0366                          STATION RECOVERY (1979)
 KF0366
 KF0366'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1979
 KF0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0012 ***********************************************************************
 KF0012  DESIGNATION -  G 114
 KF0012  PID         -  KF0012
 KF0012  STATE/COUNTY-  KS/MARSHALL
 KF0012  USGS QUAD   -  FRANKFORT (1969)
 KF0012
 KF0012                         *CURRENT SURVEY CONTROL
 KF0012  ___________________________________________________________________
 KF0012* NAD 83(1986)-  39 42 41.     (N)    096 25 45.     (W)     SCALED    
 KF0012* NAVD 88     -       351.260  (meters)    1152.43   (feet)  ADJUSTED  
 KF0012  ___________________________________________________________________
 KF0012  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 KF0012  DYNAMIC HT  -         351.046 (meters)    1151.72  (feet)  COMP
 KF0012  MODELED GRAV-     980,008.9   (mgal)                       NAVD 88
 KF0012
 KF0012  VERT ORDER  -  SECOND    CLASS 0
 KF0012
 KF0012.The horizontal coordinates were scaled from a topographic map and have
 KF0012.an estimated accuracy of +/- 6 seconds.
 KF0012
 KF0012.The orthometric height was determined by differential leveling
 KF0012.and adjusted by the National Geodetic Survey in June 1991..
 KF0012
 KF0012.The geoid height was determined by GEOID03.
 KF0012
 KF0012.The dynamic height is computed by dividing the NAVD 88
 KF0012.geopotential number by the normal gravity value computed on the
 KF0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0012.degrees latitude (g = 980.6199 gals.).
 KF0012
 KF0012.The modeled gravity was interpolated from observed gravity values.
 KF0012
 KF0012;                    North         East    Units  Estimated Accuracy
 KF0012;SPC KS N     -   154,150.      534,690.      MT  (+/- 180 meters Scaled)
 KF0012
 KF0012                          SUPERSEDED SURVEY CONTROL
 KF0012
 KF0012  NGVD 29 (??/??/92)  351.133  (m)         1152.01   (f) ADJ UNCH    2 0
 KF0012
 KF0012.Superseded values are not recommended for survey control.
 KF0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0012.See file dsdata.txt to determine how the superseded data were derived.
 KF0012
 KF0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ203988(NAD 83)
 KF0012_MARKER: DB = BENCH MARK DISK
 KF0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0012_STAMPING: G 114 1934
 KF0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0012+STABILITY: SURFACE MOTION
 KF0012
 KF0012  HISTORY     - Date     Condition        Report By
 KF0012  HISTORY     - 1934     MONUMENTED       CGS
 KF0012  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0012  HISTORY     - 1967     MARK NOT FOUND   NGS
 KF0012  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 KF0012
 KF0012                          STATION DESCRIPTION
 KF0012
 KF0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0012'0.6 MI N FROM FRANKFORT.
 KF0012'0.6 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0012'AT FRANKFORT, MARSHALL COUNTY, AT A GRAVEL ROAD CROSSING, 87
 KF0012'FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 46 FEET
 KF0012'SOUTHWEST OF THE CENTER LINE OF THE MAIN TRACK, 51 FEET NORTH
 KF0012'OF A FENCE, AND 6 FEET SOUTHEAST OF A POWER TRANSMISSION POLE.
 KF0012'A STATE SURVEY STANDARD DISK, STAMPED G 114 1934 AND SET IN
 KF0012'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 KF0012'NOTE-- USGS REPORT--DESCRIPTION FALLS IN AREA NOW IN CORN FIELD USED
 KF0012'BY A FARMER.  AREA IS NOW A CULTIVATED FIELD.
 KF0012
 KF0012                          STATION RECOVERY (1967)
 KF0012
 KF0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KF0012'MARK NOT FOUND.
 KF0012
 KF0012                          STATION RECOVERY (1981)
 KF0012
 KF0012'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0627 ***********************************************************************
 KF0627  DESIGNATION -  G 115
 KF0627  PID         -  KF0627
 KF0627  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0627  USGS QUAD   -  MANHATTAN (1991)
 KF0627
 KF0627                         *CURRENT SURVEY CONTROL
 KF0627  ___________________________________________________________________
 KF0627* NAD 83(1986)-  39 11 32.     (N)    096 31 41.     (W)     SCALED    
 KF0627* NAVD 88     -       309.108  (meters)    1014.13   (feet)  ADJUSTED  
 KF0627  ___________________________________________________________________
 KF0627  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 KF0627  DYNAMIC HT  -         308.903 (meters)    1013.46  (feet)  COMP
 KF0627  MODELED GRAV-     979,959.3   (mgal)                       NAVD 88
 KF0627
 KF0627  VERT ORDER  -  FIRST     CLASS II
 KF0627
 KF0627.The horizontal coordinates were scaled from a topographic map and have
 KF0627.an estimated accuracy of +/- 6 seconds.
 KF0627
 KF0627.The orthometric height was determined by differential leveling
 KF0627.and adjusted by the National Geodetic Survey in June 1991..
 KF0627.WARNING-Repeat measurements at this control monument indicate possible
 KF0627.vertical movement.
 KF0627
 KF0627.The geoid height was determined by GEOID03.
 KF0627
 KF0627.The dynamic height is computed by dividing the NAVD 88
 KF0627.geopotential number by the normal gravity value computed on the
 KF0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0627.degrees latitude (g = 980.6199 gals.).
 KF0627
 KF0627.The modeled gravity was interpolated from observed gravity values.
 KF0627
 KF0627;                    North         East    Units  Estimated Accuracy
 KF0627;SPC KS N     -    96,380.      527,150.      MT  (+/- 180 meters Scaled)
 KF0627
 KF0627                          SUPERSEDED SURVEY CONTROL
 KF0627
 KF0627  NGVD 29 (??/??/92)  309.105  (m)         1014.12   (f) ADJ UNCH    1 2
 KF0627
 KF0627.Superseded values are not recommended for survey control.
 KF0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0627.See file dsdata.txt to determine how the superseded data were derived.
 KF0627
 KF0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ134410(NAD 83)
 KF0627_MARKER: DD = SURVEY DISK
 KF0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0627_SP_SET: CONCRETE POST
 KF0627_STAMPING: G 115 1934
 KF0627_MARK LOGO: KSGS  
 KF0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0627+STABILITY: SURFACE MOTION
 KF0627
 KF0627  HISTORY     - Date     Condition        Report By
 KF0627  HISTORY     - 1934     MONUMENTED       CGS
 KF0627  HISTORY     - 1965     GOOD             NGS
 KF0627  HISTORY     - 1979     MARK NOT FOUND   USGS
 KF0627  HISTORY     - 1986     GOOD             NGS
 KF0627
 KF0627                          STATION DESCRIPTION
 KF0627
 KF0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0627'2 MI E FROM MANHATTAN.
 KF0627'2.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0627'AT MANHATTAN, RILEY COUNTY, AT A PRIVATE ROAD CROSSING, 0.5
 KF0627'MILE EAST OF THE BRIDGE OVER THE BLUE RIVER, 49 FEET NORTHEAST
 KF0627'OF CENTER OF THE CROSSING, 34.5 FEET EAST OF CENTER OF THE
 KF0627'ROAD, 30.5 FEET NORTH OF NORTH RAIL, 2.7 FEET SOUTH OF THE
 KF0627'RIGHT-OF-WAY FENCE AND 1 FOOT WEST OF A METAL WITNESS POST AND
 KF0627'SIGN.  A STATE SURVEY DISK IN THE TOP OF A CONCRETE POST, FLUSH
 KF0627'WITH THE GROUND, STAMPED, G 115 1934.
 KF0627
 KF0627                          STATION RECOVERY (1979)
 KF0627
 KF0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KF0627'MARK NOT FOUND.
 KF0627
 KF0627                          STATION RECOVERY (1986)
 KF0627
 KF0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0391 ***********************************************************************
 KF0391  DESIGNATION -  G 116
 KF0391  PID         -  KF0391
 KF0391  STATE/COUNTY-  KS/CLAY
 KF0391  USGS QUAD   -  CLAY CENTER NW (1964)
 KF0391
 KF0391                         *CURRENT SURVEY CONTROL
 KF0391  ___________________________________________________________________
 KF0391* NAD 83(1986)-  39 26 15.     (N)    097 11 22.     (W)     SCALED    
 KF0391* NAVD 88     -       372.320  (meters)    1221.52   (feet)  ADJUSTED  
 KF0391  ___________________________________________________________________
 KF0391  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 KF0391  DYNAMIC HT  -         372.108 (meters)    1220.82  (feet)  COMP
 KF0391  MODELED GRAV-     980,046.4   (mgal)                       NAVD 88
 KF0391
 KF0391  VERT ORDER  -  SECOND    CLASS 0
 KF0391
 KF0391.The horizontal coordinates were scaled from a topographic map and have
 KF0391.an estimated accuracy of +/- 6 seconds.
 KF0391
 KF0391.The orthometric height was determined by differential leveling
 KF0391.and adjusted by the National Geodetic Survey in June 1991..
 KF0391
 KF0391.The geoid height was determined by GEOID03.
 KF0391
 KF0391.The dynamic height is computed by dividing the NAVD 88
 KF0391.geopotential number by the normal gravity value computed on the
 KF0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0391.degrees latitude (g = 980.6199 gals.).
 KF0391
 KF0391.The modeled gravity was interpolated from observed gravity values.
 KF0391
 KF0391;                    North         East    Units  Estimated Accuracy
 KF0391;SPC KS N     -   122,890.      469,780.      MT  (+/- 180 meters Scaled)
 KF0391
 KF0391                          SUPERSEDED SURVEY CONTROL
 KF0391
 KF0391  NGVD 29 (??/??/92)  372.218  (m)         1221.19   (f) ADJ UNCH    2 0
 KF0391
 KF0391.Superseded values are not recommended for survey control.
 KF0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0391.See file dsdata.txt to determine how the superseded data were derived.
 KF0391
 KF0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ558668(NAD 83)
 KF0391_MARKER: DB = BENCH MARK DISK
 KF0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0391_STAMPING: G-116 1934
 KF0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0391+STABILITY: SURFACE MOTION
 KF0391
 KF0391  HISTORY     - Date     Condition        Report By
 KF0391  HISTORY     - 1934     MONUMENTED       CGS
 KF0391
 KF0391                          STATION DESCRIPTION
 KF0391
 KF0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0391'2.1 MI S FROM MORGANVILLE.
 KF0391'2.1 MILES SOUTH OF U. P. STATION, MORGANVILLE ON UNION PACIFIC
 KF0391'RAILROAD 35 FEET NORTH CENTER LINE OF A CROSS ROAD, AND 25 FEET
 KF0391'WEST CENTER LINE OF TRACKS.  2 RAILS SOUTH OF MILEPOST 39, AND
 KF0391'200 YARDS WEST OF A FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0400 ***********************************************************************
 KF0400  DESIGNATION -  G 117
 KF0400  PID         -  KF0400
 KF0400  STATE/COUNTY-  KS/CLAY
 KF0400  USGS QUAD   -  CLAY CENTER SE (1964)
 KF0400
 KF0400                         *CURRENT SURVEY CONTROL
 KF0400  ___________________________________________________________________
 KF0400* NAD 83(1986)-  39 16 42.     (N)    097 01 39.     (W)     SCALED    
 KF0400* NAVD 88     -       351.002  (meters)    1151.58   (feet)  ADJUSTED  
 KF0400  ___________________________________________________________________
 KF0400  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 KF0400  DYNAMIC HT  -         350.785 (meters)    1150.87  (feet)  COMP
 KF0400  MODELED GRAV-     979,999.3   (mgal)                       NAVD 88
 KF0400
 KF0400  VERT ORDER  -  SECOND    CLASS 0
 KF0400
 KF0400.The horizontal coordinates were scaled from a topographic map and have
 KF0400.an estimated accuracy of +/- 6 seconds.
 KF0400
 KF0400.The orthometric height was determined by differential leveling
 KF0400.and adjusted by the National Geodetic Survey in June 1991..
 KF0400
 KF0400.The geoid height was determined by GEOID03.
 KF0400
 KF0400.The dynamic height is computed by dividing the NAVD 88
 KF0400.geopotential number by the normal gravity value computed on the
 KF0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0400.degrees latitude (g = 980.6199 gals.).
 KF0400
 KF0400.The modeled gravity was interpolated from observed gravity values.
 KF0400
 KF0400;                    North         East    Units  Estimated Accuracy
 KF0400;SPC KS N     -   105,360.      483,910.      MT  (+/- 180 meters Scaled)
 KF0400
 KF0400                          SUPERSEDED SURVEY CONTROL
 KF0400
 KF0400  NGVD 29 (??/??/92)  350.890  (m)         1151.21   (f) ADJ UNCH    2 0
 KF0400
 KF0400.Superseded values are not recommended for survey control.
 KF0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0400.See file dsdata.txt to determine how the superseded data were derived.
 KF0400
 KF0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ701495(NAD 83)
 KF0400_MARKER: DB = BENCH MARK DISK
 KF0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0400_STAMPING: G-117 1934
 KF0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0400+STABILITY: SURFACE MOTION
 KF0400
 KF0400  HISTORY     - Date     Condition        Report By
 KF0400  HISTORY     - 1934     MONUMENTED       CGS
 KF0400
 KF0400                          STATION DESCRIPTION
 KF0400
 KF0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0400'5.2 MI N FROM WAKEFIELD.
 KF0400'5.2 MILES NORTH OF U. P. STATION AT WAKEFIELD.  ON UNION PACIFIC
 KF0400'RAILROAD 3 POLES SOUTH OF CULVERT 24.68.  30 FEET EAST CENTER
 KF0400'LINE OF TRACKS, AND AT THE NORTH END OF A GATE.  IN PROPERTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0446 ***********************************************************************
 KF0446  DESIGNATION -  G 118
 KF0446  PID         -  KF0446
 KF0446  STATE/COUNTY-  KS/CLAY
 KF0446  USGS QUAD   -  MILTONVALE NE (1964)
 KF0446
 KF0446                         *CURRENT SURVEY CONTROL
 KF0446  ___________________________________________________________________
 KF0446* NAD 83(1986)-  39 22 46.     (N)    097 16 29.     (W)     SCALED    
 KF0446* NAVD 88     -       410.928  (meters)    1348.19   (feet)  ADJUSTED  
 KF0446  ___________________________________________________________________
 KF0446  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 KF0446  DYNAMIC HT  -         410.690 (meters)    1347.41  (feet)  COMP
 KF0446  MODELED GRAV-     980,034.3   (mgal)                       NAVD 88
 KF0446
 KF0446  VERT ORDER  -  SECOND    CLASS 0
 KF0446
 KF0446.The horizontal coordinates were scaled from a topographic map and have
 KF0446.an estimated accuracy of +/- 6 seconds.
 KF0446
 KF0446.The orthometric height was determined by differential leveling
 KF0446.and adjusted by the National Geodetic Survey in June 1991..
 KF0446
 KF0446.The geoid height was determined by GEOID03.
 KF0446
 KF0446.The dynamic height is computed by dividing the NAVD 88
 KF0446.geopotential number by the normal gravity value computed on the
 KF0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0446.degrees latitude (g = 980.6199 gals.).
 KF0446
 KF0446.The modeled gravity was interpolated from observed gravity values.
 KF0446
 KF0446;                    North         East    Units  Estimated Accuracy
 KF0446;SPC KS N     -   116,380.      462,490.      MT  (+/- 180 meters Scaled)
 KF0446
 KF0446                          SUPERSEDED SURVEY CONTROL
 KF0446
 KF0446  NGVD 29 (??/??/92)  410.826  (m)         1347.85   (f) ADJ UNCH    2 0
 KF0446
 KF0446.Superseded values are not recommended for survey control.
 KF0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0446.See file dsdata.txt to determine how the superseded data were derived.
 KF0446
 KF0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ485603(NAD 83)
 KF0446_MARKER: DD = SURVEY DISK
 KF0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0446_STAMPING: G 118 1934
 KF0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0446+STABILITY: SURFACE MOTION
 KF0446
 KF0446  HISTORY     - Date     Condition        Report By
 KF0446  HISTORY     - 1934     MONUMENTED       CGS
 KF0446  HISTORY     - 1965     GOOD             NGS
 KF0446
 KF0446                          STATION DESCRIPTION
 KF0446
 KF0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0446'8.1 MI W FROM CLAY CENTER.
 KF0446'8.1 MILES WEST ALONG U.S. HIGHWAY 24 FROM THE UNION PACIFIC
 KF0446'RAILROAD STATION AT CLAY CENTER, CLAY COUNTY, ON THE HIGHEST
 KF0446'PART OF THE RIDGE, 242 FEET EAST OF CENTERLINE OF A MACADAM
 KF0446'ROAD, 135 FEET NORTH OF CENTER LINE OF THE HIGHWAY 75 FEET WEST
 KF0446'OF A TELEPHONE POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KF0446'A STATE SURVEY STANDARD DISK, STAMPED, G 118 1934, IN THE TOP
 KF0446'OF A CONCRETE POST SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0211 ***********************************************************************
 KF0211  DESIGNATION -  G 119 RESET
 KF0211  PID         -  KF0211
 KF0211  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0211  USGS QUAD   -  OLSBURG (1983)
 KF0211
 KF0211                         *CURRENT SURVEY CONTROL
 KF0211  ___________________________________________________________________
 KF0211* NAD 83(1986)-  39 25 41.     (N)    096 36 44.     (W)     SCALED    
 KF0211* NAVD 88     -       425.76   (meters)    1396.8    (feet)  RESET     
 KF0211  ___________________________________________________________________
 KF0211  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 KF0211
 KF0211  VERT ORDER  -  THIRD
 KF0211
 KF0211.The horizontal coordinates were scaled from a topographic map and have
 KF0211.an estimated accuracy of +/- 6 seconds.
 KF0211
 KF0211.The orthometric height was computed from unverified reset data.
 KF0211
 KF0211.The geoid height was determined by GEOID03.
 KF0211
 KF0211;                    North         East    Units  Estimated Accuracy
 KF0211;SPC KS N     -   122,440.      519,480.      MT  (+/- 180 meters Scaled)
 KF0211
 KF0211                          SUPERSEDED SURVEY CONTROL
 KF0211
 KF0211.No superseded survey control is available for this station.
 KF0211
 KF0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ055670(NAD 83)
 KF0211_MARKER: DB = BENCH MARK DISK
 KF0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0211_STAMPING: G 119 1934 RESET 1964
 KF0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0211+STABILITY: SURFACE MOTION
 KF0211
 KF0211  HISTORY     - Date     Condition        Report By
 KF0211  HISTORY     - 1964     MONUMENTED       CGS
 KF0211  HISTORY     - 1965     GOOD             NGS
 KF0211
 KF0211                          STATION DESCRIPTION
 KF0211
 KF0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0211'0.2 MI E FROM OLSBURG.
 KF0211'0.2 MILE EAST ALONG STATE HIGHWAY 16 FROM THE PUBLIC SCHOOL
 KF0211'AT OLSBURG, POTTAWATOMIE COUNTY, 170 FEET EAST OF SOUTHEAST
 KF0211'CORNER OF A CONCRETE CULVERT, 79 FEET SOUTH OF THE CENTER LINE
 KF0211'OF THE HIGHWAY, 3.5 FEET EAST OF A TELEPHONE LINE POLE, 1 FOOT
 KF0211'NORTH OF THE FENCE AND 1 FOOT WEST OF A METAL WITNESS POST AND
 KF0211'SIGN.  A STANDARD DISK, STAMPED, G 119 1934 RESET 1964, IN THE
 KF0211'TOP OF A CONCRETE MONUMENT AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0575 ***********************************************************************
 KE0575  DESIGNATION -  G 122
 KE0575  PID         -  KE0575
 KE0575  STATE/COUNTY-  KS/ATCHISON
 KE0575  USGS QUAD   -  ATCHISON WEST (1978)
 KE0575
 KE0575                         *CURRENT SURVEY CONTROL
 KE0575  ___________________________________________________________________
 KE0575* NAD 83(1986)-  39 30 21.     (N)    095 12 23.     (W)     SCALED    
 KE0575* NAVD 88     -       315.184  (meters)    1034.07   (feet)  ADJUSTED  
 KE0575  ___________________________________________________________________
 KE0575  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KE0575  DYNAMIC HT  -         314.988 (meters)    1033.42  (feet)  COMP
 KE0575  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 KE0575
 KE0575  VERT ORDER  -  SECOND    CLASS 0
 KE0575
 KE0575.The horizontal coordinates were scaled from a topographic map and have
 KE0575.an estimated accuracy of +/- 6 seconds.
 KE0575
 KE0575.The orthometric height was determined by differential leveling
 KE0575.and adjusted by the National Geodetic Survey in June 1991..
 KE0575
 KE0575.The geoid height was determined by GEOID03.
 KE0575
 KE0575.The dynamic height is computed by dividing the NAVD 88
 KE0575.geopotential number by the normal gravity value computed on the
 KE0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0575.degrees latitude (g = 980.6199 gals.).
 KE0575
 KE0575.The modeled gravity was interpolated from observed gravity values.
 KE0575
 KE0575;                    North         East    Units  Estimated Accuracy
 KE0575;SPC KS N     -   133,870.      640,220.      MT  (+/- 180 meters Scaled)
 KE0575
 KE0575                          SUPERSEDED SURVEY CONTROL
 KE0575
 KE0575  NGVD 29 (??/??/92)  315.072  (m)         1033.70   (f) ADJ UNCH    2 0
 KE0575
 KE0575.Superseded values are not recommended for survey control.
 KE0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0575.See file dsdata.txt to determine how the superseded data were derived.
 KE0575
 KE0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD103752(NAD 83)
 KE0575_MARKER: DB = BENCH MARK DISK
 KE0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0575_STAMPING: G 122 1934
 KE0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0575+STABILITY: SURFACE MOTION
 KE0575
 KE0575  HISTORY     - Date     Condition        Report By
 KE0575  HISTORY     - 1934     MONUMENTED       CGS
 KE0575  HISTORY     - 1950     GOOD             NGS
 KE0575
 KE0575                          STATION DESCRIPTION
 KE0575
 KE0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0575'AT PARNELL.
 KE0575'AT PARNELL, ATCHISON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 KE0575'FE RAILWAY, AT THE CROSSING OF U.S. HIGHWAY 59 AND STATE HIGHWAY
 KE0575'4, 77 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 41 FEET EAST
 KE0575'OF THE EAST RAIL, 53 FEET NORTH OF A FENCE CORNER, 11 FEET SOUTH
 KE0575'OF A POLE, AND 6 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STATE
 KE0575'SURVEY STANDARD DISK, STAMPED G 122 1934 AND SET IN THE TOP
 KE0575'OF A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1261 ***********************************************************************
 JE1261  DESIGNATION -  G 13
 JE1261  PID         -  JE1261
 JE1261  STATE/COUNTY-  KS/OSAGE
 JE1261  USGS QUAD   -  READING (1971)
 JE1261
 JE1261                         *CURRENT SURVEY CONTROL
 JE1261  ___________________________________________________________________
 JE1261* NAD 83(1986)-  38 33 04.     (N)    095 53 39.     (W)     SCALED    
 JE1261* NAVD 88     -       344.335  (meters)    1129.71   (feet)  ADJUSTED  
 JE1261  ___________________________________________________________________
 JE1261  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JE1261  DYNAMIC HT  -         344.089 (meters)    1128.90  (feet)  COMP
 JE1261  MODELED GRAV-     979,905.5   (mgal)                       NAVD 88
 JE1261
 JE1261  VERT ORDER  -  FIRST     CLASS II
 JE1261
 JE1261.The horizontal coordinates were scaled from a topographic map and have
 JE1261.an estimated accuracy of +/- 6 seconds.
 JE1261
 JE1261.The orthometric height was determined by differential leveling
 JE1261.and adjusted by the National Geodetic Survey in June 1991..
 JE1261
 JE1261.The geoid height was determined by GEOID03.
 JE1261
 JE1261.The dynamic height is computed by dividing the NAVD 88
 JE1261.geopotential number by the normal gravity value computed on the
 JE1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1261.degrees latitude (g = 980.6199 gals.).
 JE1261
 JE1261.The modeled gravity was interpolated from observed gravity values.
 JE1261
 JE1261;                    North         East    Units  Estimated Accuracy
 JE1261;SPC KS S     -   612,330.      627,120.      MT  (+/- 180 meters Scaled)
 JE1261
 JE1261                          SUPERSEDED SURVEY CONTROL
 JE1261
 JE1261  NGVD 29 (??/??/92)  344.187  (m)         1129.22   (f) ADJ UNCH    1 2
 JE1261
 JE1261.Superseded values are not recommended for survey control.
 JE1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1261.See file dsdata.txt to determine how the superseded data were derived.
 JE1261
 JE1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC477709(NAD 83)
 JE1261_MARKER: DB = BENCH MARK DISK
 JE1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1261_STAMPING: G 13 1933
 JE1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1261+STABILITY: SURFACE MOTION
 JE1261
 JE1261  HISTORY     - Date     Condition        Report By
 JE1261  HISTORY     - 1933     MONUMENTED       CGS
 JE1261  HISTORY     - 1951     GOOD             NGS
 JE1261
 JE1261                          STATION DESCRIPTION
 JE1261
 JE1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1261'1.9 MI SW FROM BARCLAY.
 JE1261'1.9 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE1261'RAILWAY FROM THE STATION AT BARCLAY, OSAGE COUNTY, 80 YARDS
 JE1261'SOUTHWEST OF SIGNAL TOWER 922, AT A ROAD CROSSING, 39 FEET
 JE1261'SOUTHEAST OF THE CENTER OF THE CROSSING, 34 FEET SOUTHEAST OF
 JE1261'THE SOUTHEAST RAIL, 39 FEET NORTHEAST OF A FENCE CORNER, 14 FEET
 JE1261'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 18 FEET NORTHEAST OF
 JE1261'A POLE.  A STANDARD DISK, STAMPED G 13 1933 AND SET IN THE TOP
 JE1261'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0587 ***********************************************************************
 HF0587  DESIGNATION -  G 14
 HF0587  PID         -  HF0587
 HF0587  STATE/COUNTY-  KS/SUMNER
 HF0587  USGS QUAD   -  SOUTH HAVEN (1965)
 HF0587
 HF0587                         *CURRENT SURVEY CONTROL
 HF0587  ___________________________________________________________________
 HF0587* NAD 83(1986)-  37 02 07.     (N)    097 28 41.     (W)     SCALED    
 HF0587* NAVD 88     -       332.837  (meters)    1091.98   (feet)  ADJUSTED  
 HF0587  ___________________________________________________________________
 HF0587  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HF0587  DYNAMIC HT  -         332.560 (meters)    1091.07  (feet)  COMP
 HF0587  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 HF0587
 HF0587  VERT ORDER  -  FIRST     CLASS II
 HF0587
 HF0587.The horizontal coordinates were scaled from a topographic map and have
 HF0587.an estimated accuracy of +/- 6 seconds.
 HF0587
 HF0587.The orthometric height was determined by differential leveling
 HF0587.and adjusted by the National Geodetic Survey in June 1991..
 HF0587
 HF0587.The geoid height was determined by GEOID03.
 HF0587
 HF0587.The dynamic height is computed by dividing the NAVD 88
 HF0587.geopotential number by the normal gravity value computed on the
 HF0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0587.degrees latitude (g = 980.6199 gals.).
 HF0587
 HF0587.The modeled gravity was interpolated from observed gravity values.
 HF0587
 HF0587;                    North         East    Units  Estimated Accuracy
 HF0587;SPC KS S     -   441,410.      490,930.      MT  (+/- 180 meters Scaled)
 HF0587
 HF0587                          SUPERSEDED SURVEY CONTROL
 HF0587
 HF0587  NGVD 29 (??/??/92)  332.728  (m)         1091.63   (f) ADJ UNCH    1 2
 HF0587
 HF0587.Superseded values are not recommended for survey control.
 HF0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0587.See file dsdata.txt to determine how the superseded data were derived.
 HF0587
 HF0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF353998(NAD 83)
 HF0587_MARKER: DB = BENCH MARK DISK
 HF0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0587_STAMPING: G 14 1933
 HF0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0587+STABILITY: SURFACE MOTION
 HF0587
 HF0587  HISTORY     - Date     Condition        Report By
 HF0587  HISTORY     - 1933     MONUMENTED       CGS
 HF0587  HISTORY     - 1965     GOOD             USGS
 HF0587
 HF0587                          STATION DESCRIPTION
 HF0587
 HF0587'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HF0587'7 MI E FROM CALDWELL.
 HF0587'ABOUT 7.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0587'RAILWAY FROM CALDWELL, SUMNER COUNTY, 15 YARDS WEST OF A RAILROAD
 HF0587'CROSSING IN DRURY, 15 YARDS SOUTH OF THE MAIN TRACK, 325 FEET
 HF0587'SOUTHWEST OF THE ELEVATOR AT DRURY.  A STANDARD DISK STAMPED
 HF0587'G 14 1933 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0176 ***********************************************************************
 HF0176  DESIGNATION -  G 15
 HF0176  PID         -  HF0176
 HF0176  STATE/COUNTY-  KS/COWLEY
 HF0176  USGS QUAD   -  MAPLE CITY (1964)
 HF0176
 HF0176                         *CURRENT SURVEY CONTROL
 HF0176  ___________________________________________________________________
 HF0176* NAD 83(1986)-  37 06 30.     (N)    096 49 21.     (W)     SCALED    
 HF0176* NAVD 88     -       339.665  (meters)    1114.38   (feet)  ADJUSTED  
 HF0176  ___________________________________________________________________
 HF0176  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0176  DYNAMIC HT  -         339.381 (meters)    1113.45  (feet)  COMP
 HF0176  MODELED GRAV-     979,783.9   (mgal)                       NAVD 88
 HF0176
 HF0176  VERT ORDER  -  FIRST     CLASS II
 HF0176
 HF0176.The horizontal coordinates were scaled from a topographic map and have
 HF0176.an estimated accuracy of +/- 6 seconds.
 HF0176
 HF0176.The orthometric height was determined by differential leveling
 HF0176.and adjusted by the National Geodetic Survey in June 1991..
 HF0176
 HF0176.The geoid height was determined by GEOID03.
 HF0176
 HF0176.The dynamic height is computed by dividing the NAVD 88
 HF0176.geopotential number by the normal gravity value computed on the
 HF0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0176.degrees latitude (g = 980.6199 gals.).
 HF0176
 HF0176.The modeled gravity was interpolated from observed gravity values.
 HF0176
 HF0176;                    North         East    Units  Estimated Accuracy
 HF0176;SPC KS S     -   450,360.      549,100.      MT  (+/- 180 meters Scaled)
 HF0176
 HF0176                          SUPERSEDED SURVEY CONTROL
 HF0176
 HF0176  NGVD 29 (??/??/92)  339.539  (m)         1113.97   (f) ADJ UNCH    1 2
 HF0176
 HF0176.Superseded values are not recommended for survey control.
 HF0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0176.See file dsdata.txt to determine how the superseded data were derived.
 HF0176
 HF0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG934091(NAD 83)
 HF0176_MARKER: DB = BENCH MARK DISK
 HF0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0176_STAMPING: G 15 1933
 HF0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0176+STABILITY: SURFACE MOTION
 HF0176
 HF0176  HISTORY     - Date     Condition        Report By
 HF0176  HISTORY     - 1933     MONUMENTED       CGS
 HF0176  HISTORY     - 1964     GOOD             USGS
 HF0176
 HF0176                          STATION DESCRIPTION
 HF0176
 HF0176'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 HF0176'3 MI NE FROM CAMERON CITY.
 HF0176'ABOUT 3.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RR FROM
 HF0176'CAMERON, COWLEY COUNTY, NEAR THE TWENTY-SECOND POLE SW OF
 HF0176'MILEPOST 506, AT THE FOOT OF A HILL, 510 FEET NE OF RV 16,
 HF0176'40 FEET EAST OF CENTERLINE OF TRACK, 1 FOOT WEST OF FENCE LINE,
 HF0176'IN TOP OF A CONCRETE POST, STANDARD TABLET STAMPED G 15 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0512 ***********************************************************************
 KH0512  DESIGNATION -  G 150
 KH0512  PID         -  KH0512
 KH0512  STATE/COUNTY-  KS/CHEYENNE
 KH0512  USGS QUAD   -  ST FRANCIS SW (1978)
 KH0512
 KH0512                         *CURRENT SURVEY CONTROL
 KH0512  ___________________________________________________________________
 KH0512* NAD 83(1986)-  39 51 03.     (N)    101 53 56.     (W)     SCALED    
 KH0512* NAVD 88     -      1099.954  (meters)    3608.77   (feet)  ADJUSTED  
 KH0512  ___________________________________________________________________
 KH0512  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 KH0512  DYNAMIC HT  -        1099.093 (meters)    3605.94  (feet)  COMP
 KH0512  MODELED GRAV-     979,805.4   (mgal)                       NAVD 88
 KH0512
 KH0512  VERT ORDER  -  SECOND    CLASS 0
 KH0512
 KH0512.The horizontal coordinates were scaled from a topographic map and have
 KH0512.an estimated accuracy of +/- 6 seconds.
 KH0512
 KH0512.The orthometric height was determined by differential leveling
 KH0512.and adjusted by the National Geodetic Survey in June 1991..
 KH0512
 KH0512.The geoid height was determined by GEOID03.
 KH0512
 KH0512.The dynamic height is computed by dividing the NAVD 88
 KH0512.geopotential number by the normal gravity value computed on the
 KH0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0512.degrees latitude (g = 980.6199 gals.).
 KH0512
 KH0512.The modeled gravity was interpolated from observed gravity values.
 KH0512
 KH0512;                    North         East    Units  Estimated Accuracy
 KH0512;SPC KS N     -   175,650.       66,440.      MT  (+/- 180 meters Scaled)
 KH0512
 KH0512                          SUPERSEDED SURVEY CONTROL
 KH0512
 KH0512  NGVD 29 (??/??/92) 1099.491  (m)         3607.25   (f) ADJ UNCH    2 0
 KH0512
 KH0512.Superseded values are not recommended for survey control.
 KH0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0512.See file dsdata.txt to determine how the superseded data were derived.
 KH0512
 KH0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK519152(NAD 83)
 KH0512_MARKER: DB = BENCH MARK DISK
 KH0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0512_STAMPING: G 150 1934
 KH0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0512+STABILITY: SURFACE MOTION
 KH0512
 KH0512  HISTORY     - Date     Condition        Report By
 KH0512  HISTORY     - 1934     MONUMENTED       CGS
 KH0512  HISTORY     - 1942     GOOD             NGS
 KH0512
 KH0512                          STATION DESCRIPTION
 KH0512
 KH0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0512'10 MI NW FROM ST FRANCIS.
 KH0512'10.0 MILES NORTHWEST OF BURLINGTON STATION AT ST. FRANCIS 30
 KH0512'FEET NORTH OF STATE HIGHWAY 27 IN A FENCE CORNER AND AT A POINT
 KH0512'WHERE TELEPHONE LINES CROSS GOING NORTH AND SOUTH AND EAST AND
 KH0512'WEST, 25 FEET EAST OF CROSS ROAD TO NORTH.
 KH0512
 KH0512                          STATION RECOVERY (1942)
 KH0512
 KH0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0008 ***********************************************************************
 JH0008  DESIGNATION -  G 151
 JH0008  PID         -  JH0008
 JH0008  STATE/COUNTY-  KS/GOVE
 JH0008  USGS QUAD   -  GOVE SW (1974)
 JH0008
 JH0008                         *CURRENT SURVEY CONTROL
 JH0008  ___________________________________________________________________
 JH0008* NAD 83(1986)-  38 48 52.     (N)    100 27 59.     (W)     SCALED    
 JH0008* NAVD 88     -       798.334  (meters)    2619.20   (feet)  ADJUSTED  
 JH0008  ___________________________________________________________________
 JH0008  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 JH0008  DYNAMIC HT  -         797.696 (meters)    2617.11  (feet)  COMP
 JH0008  MODELED GRAV-     979,802.5   (mgal)                       NAVD 88
 JH0008
 JH0008  VERT ORDER  -  SECOND    CLASS 0
 JH0008
 JH0008.The horizontal coordinates were scaled from a topographic map and have
 JH0008.an estimated accuracy of +/- 6 seconds.
 JH0008
 JH0008.The orthometric height was determined by differential leveling
 JH0008.and adjusted by the National Geodetic Survey in June 1991..
 JH0008
 JH0008.The geoid height was determined by GEOID03.
 JH0008
 JH0008.The dynamic height is computed by dividing the NAVD 88
 JH0008.geopotential number by the normal gravity value computed on the
 JH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0008.degrees latitude (g = 980.6199 gals.).
 JH0008
 JH0008.The modeled gravity was interpolated from observed gravity values.
 JH0008
 JH0008;                    North         East    Units  Estimated Accuracy
 JH0008;SPC KS N     -    56,330.      185,820.      MT  (+/- 180 meters Scaled)
 JH0008
 JH0008                          SUPERSEDED SURVEY CONTROL
 JH0008
 JH0008  NGVD 29 (??/??/92)  798.033  (m)         2618.21   (f) ADJ UNCH    2 0
 JH0008
 JH0008.Superseded values are not recommended for survey control.
 JH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0008.See file dsdata.txt to determine how the superseded data were derived.
 JH0008
 JH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH726972(NAD 83)
 JH0008_MARKER: DB = BENCH MARK DISK
 JH0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0008_STAMPING: G 151 1934
 JH0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0008+STABILITY: SURFACE MOTION
 JH0008
 JH0008  HISTORY     - Date     Condition        Report By
 JH0008  HISTORY     - 1934     MONUMENTED       CGS
 JH0008
 JH0008                          STATION DESCRIPTION
 JH0008
 JH0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0008'12.5 MI S FROM GOVE.
 JH0008'12.5 MILES SOUTH ALONG A SURFACED ROAD (OLD STATE HIGHWAY 23)
 JH0008'FROM THE COURTHOUSE AT GOVE, GOVE COUNTY, 250 FEET SOUTHWEST
 JH0008'OF A FARMHOUSE, 200 FEET WEST OF THE JUNCTION OF A ROAD LEADING
 JH0008'EAST AND ANOTHER ROAD LEADING NORTH, AT THE WEST END OF A
 JH0008'RIGHT-ANGLE CURVE, IN THE NORTHWEST CORNER OF SECTION 30, T 14 S,
 JH0008'R 28 W, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND 1
 JH0008'FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED G 151 1934 AND
 JH0008'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0050 ***********************************************************************
 KH0050  DESIGNATION -  G 152
 KH0050  PID         -  KH0050
 KH0050  STATE/COUNTY-  KS/SHERIDAN
 KH0050  USGS QUAD   -  HOXIE NW (1979)
 KH0050
 KH0050                         *CURRENT SURVEY CONTROL
 KH0050  ___________________________________________________________________
 KH0050* NAD 83(1986)-  39 23 44.     (N)    100 26 30.     (W)     SCALED    
 KH0050* NAVD 88     -       847.383  (meters)    2780.12   (feet)  ADJUSTED  
 KH0050  ___________________________________________________________________
 KH0050  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 KH0050  DYNAMIC HT  -         846.744 (meters)    2778.03  (feet)  COMP
 KH0050  MODELED GRAV-     979,844.4   (mgal)                       NAVD 88
 KH0050
 KH0050  VERT ORDER  -  SECOND    CLASS 0
 KH0050
 KH0050.The horizontal coordinates were scaled from a topographic map and have
 KH0050.an estimated accuracy of +/- 6 seconds.
 KH0050
 KH0050.The orthometric height was determined by differential leveling
 KH0050.and adjusted by the National Geodetic Survey in June 1991..
 KH0050
 KH0050.The geoid height was determined by GEOID03.
 KH0050
 KH0050.The dynamic height is computed by dividing the NAVD 88
 KH0050.geopotential number by the normal gravity value computed on the
 KH0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0050.degrees latitude (g = 980.6199 gals.).
 KH0050
 KH0050.The modeled gravity was interpolated from observed gravity values.
 KH0050
 KH0050;                    North         East    Units  Estimated Accuracy
 KH0050;SPC KS N     -   120,760.      189,700.      MT  (+/- 180 meters Scaled)
 KH0050
 KH0050                          SUPERSEDED SURVEY CONTROL
 KH0050
 KH0050  NGVD 29 (??/??/92)  847.073  (m)         2779.11   (f) ADJ UNCH    2 0
 KH0050
 KH0050.Superseded values are not recommended for survey control.
 KH0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0050.See file dsdata.txt to determine how the superseded data were derived.
 KH0050
 KH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ758616(NAD 83)
 KH0050_MARKER: DB = BENCH MARK DISK
 KH0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0050_STAMPING: G 152 1934
 KH0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0050+STABILITY: SURFACE MOTION
 KH0050
 KH0050  HISTORY     - Date     Condition        Report By
 KH0050  HISTORY     - 1934     MONUMENTED       CGS
 KH0050  HISTORY     - 1941     GOOD             NGS
 KH0050
 KH0050                          STATION DESCRIPTION
 KH0050
 KH0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0050'3.5 MI N FROM HOXIE.
 KH0050'3.5 MILES NORTH OF UNION PACIFIC STATION AT HOXIE 0.1 MILE NORTH
 KH0050'OF SIDE ROAD TO THE EAST, ON TOP OF SMALL HILL, 27 FEET WEST OF
 KH0050'CENTERLINE OF STATE HIGHWAY 23, 2 FEET NORTH OF A TELEPHONE
 KH0050'POLE.
 KH0050
 KH0050                          STATION RECOVERY (1941)
 KH0050
 KH0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KH0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0051 ***********************************************************************
 KH0051  DESIGNATION -  G 152 RESET
 KH0051  PID         -  KH0051
 KH0051  STATE/COUNTY-  KS/SHERIDAN
 KH0051  USGS QUAD   -  HOXIE NW (1979)
 KH0051
 KH0051                         *CURRENT SURVEY CONTROL
 KH0051  ___________________________________________________________________
 KH0051* NAD 83(1986)-  39 23 43.     (N)    100 26 32.     (W)     SCALED    
 KH0051* NAVD 88     -       847.22   (meters)    2779.6    (feet)  RESET     
 KH0051  ___________________________________________________________________
 KH0051  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 KH0051
 KH0051  VERT ORDER  -  THIRD
 KH0051
 KH0051.The horizontal coordinates were scaled from a topographic map and have
 KH0051.an estimated accuracy of +/- 6 seconds.
 KH0051
 KH0051.The orthometric height was computed from unverified reset data.
 KH0051
 KH0051.The geoid height was determined by GEOID03.
 KH0051
 KH0051;                    North         East    Units  Estimated Accuracy
 KH0051;SPC KS N     -   120,730.      189,660.      MT  (+/- 180 meters Scaled)
 KH0051
 KH0051                          SUPERSEDED SURVEY CONTROL
 KH0051
 KH0051.No superseded survey control is available for this station.
 KH0051
 KH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ758616(NAD 83)
 KH0051_MARKER: DB = BENCH MARK DISK
 KH0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0051_STAMPING: G-152-RESET 1946
 KH0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0051+STABILITY: SURFACE MOTION
 KH0051
 KH0051  HISTORY     - Date     Condition        Report By
 KH0051  HISTORY     - 1946     MONUMENTED       CGS
 KH0051
 KH0051                          STATION DESCRIPTION
 KH0051
 KH0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KH0051'3.5 MI N FROM HOXIE.
 KH0051'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY K-23 FROM THE UNION
 KH0051'PACIFIC RAILROAD STATION AT HOXIE, SHERIDAN COUNTY, ABOUT 0.1
 KH0051'MILE NORTH OF A SIDE ROAD LEADING EAST, AT THE TOP OF A SMALL HILL.
 KH0051'SET IN THE WEST RIGHT-OF-WAY LINE K-23 HIGHWAY.  ABOUT 500 FEET
 KH0051'NORTH OF THE SE 1/4 SEC. 33 T7S, R 28E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0023 ***********************************************************************
 KH0023  DESIGNATION -  G 153
 KH0023  PID         -  KH0023
 KH0023  STATE/COUNTY-  KS/DECATUR
 KH0023  USGS QUAD   -  JENNINGS (1978)
 KH0023
 KH0023                         *CURRENT SURVEY CONTROL
 KH0023  ___________________________________________________________________
 KH0023* NAD 83(1986)-  39 40 59.     (N)    100 17 39.     (W)     SCALED    
 KH0023* NAVD 88     -       759.577  (meters)    2492.05   (feet)  ADJUSTED  
 KH0023  ___________________________________________________________________
 KH0023  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 KH0023  DYNAMIC HT  -         759.043 (meters)    2490.29  (feet)  COMP
 KH0023  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 KH0023
 KH0023  VERT ORDER  -  SECOND    CLASS 0
 KH0023
 KH0023.The horizontal coordinates were scaled from a topographic map and have
 KH0023.an estimated accuracy of +/- 6 seconds.
 KH0023
 KH0023.The orthometric height was determined by differential leveling
 KH0023.and adjusted by the National Geodetic Survey in June 1991..
 KH0023
 KH0023.The geoid height was determined by GEOID03.
 KH0023
 KH0023.The dynamic height is computed by dividing the NAVD 88
 KH0023.geopotential number by the normal gravity value computed on the
 KH0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0023.degrees latitude (g = 980.6199 gals.).
 KH0023
 KH0023.The modeled gravity was interpolated from observed gravity values.
 KH0023
 KH0023;                    North         East    Units  Estimated Accuracy
 KH0023;SPC KS N     -   152,330.      203,210.      MT  (+/- 180 meters Scaled)
 KH0023
 KH0023                          SUPERSEDED SURVEY CONTROL
 KH0023
 KH0023  NGVD 29 (??/??/92)  759.279  (m)         2491.07   (f) ADJ UNCH    2 0
 KH0023
 KH0023.Superseded values are not recommended for survey control.
 KH0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0023.See file dsdata.txt to determine how the superseded data were derived.
 KH0023
 KH0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ890933(NAD 83)
 KH0023_MARKER: DB = BENCH MARK DISK
 KH0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0023_STAMPING: G 153 1934
 KH0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0023+STABILITY: SURFACE MOTION
 KH0023
 KH0023  HISTORY     - Date     Condition        Report By
 KH0023  HISTORY     - 1934     MONUMENTED       CGS
 KH0023  HISTORY     - 1976     GOOD             KSDT
 KH0023
 KH0023                          STATION DESCRIPTION
 KH0023
 KH0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0023'AT JENNINGS.
 KH0023'AT JENNINGS 160 FEET WEST OF THE WEST END OF THE ROCK ISLAND
 KH0023'RAILROAD STATION, 44 FEET NORTH OF CENTERLINE OF MAIN TRACK
 KH0023'OF C.R.I. AND P. RR., 5 FEET SOUTH OF ROCK ISLAND WATER TANK,
 KH0023'IN LARGE CONCRETE BLOCK.
 KH0023
 KH0023                          STATION RECOVERY (1976)
 KH0023
 KH0023'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1976
 KH0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0393 ***********************************************************************
 KH0393  DESIGNATION -  G 154
 KH0393  PID         -  KH0393
 KH0393  STATE/COUNTY-  KS/THOMAS
 KH0393  USGS QUAD   -  COLBY (1967)
 KH0393
 KH0393                         *CURRENT SURVEY CONTROL
 KH0393  ___________________________________________________________________
 KH0393* NAD 83(1986)-  39 23 37.     (N)    101 02 13.     (W)     SCALED    
 KH0393* NAVD 88     -       960.629  (meters)    3151.66   (feet)  ADJUSTED  
 KH0393  ___________________________________________________________________
 KH0393  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 KH0393  DYNAMIC HT  -         959.870 (meters)    3149.17  (feet)  COMP
 KH0393  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 KH0393
 KH0393  VERT ORDER  -  SECOND    CLASS 0
 KH0393
 KH0393.The horizontal coordinates were scaled from a topographic map and have
 KH0393.an estimated accuracy of +/- 6 seconds.
 KH0393
 KH0393.The orthometric height was determined by differential leveling
 KH0393.and adjusted by the National Geodetic Survey in June 1991..
 KH0393
 KH0393.The geoid height was determined by GEOID03.
 KH0393
 KH0393.The dynamic height is computed by dividing the NAVD 88
 KH0393.geopotential number by the normal gravity value computed on the
 KH0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0393.degrees latitude (g = 980.6199 gals.).
 KH0393
 KH0393.The modeled gravity was interpolated from observed gravity values.
 KH0393
 KH0393;                    North         East    Units  Estimated Accuracy
 KH0393;SPC KS N     -   122,090.      138,440.      MT  (+/- 180 meters Scaled)
 KH0393
 KH0393                          SUPERSEDED SURVEY CONTROL
 KH0393
 KH0393  NGVD 29 (??/??/92)  960.261  (m)         3150.46   (f) ADJ UNCH    2 0
 KH0393
 KH0393.Superseded values are not recommended for survey control.
 KH0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0393.See file dsdata.txt to determine how the superseded data were derived.
 KH0393
 KH0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ245624(NAD 83)
 KH0393_MARKER: DB = BENCH MARK DISK
 KH0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0393_STAMPING: G 154 1934
 KH0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0393+STABILITY: SURFACE MOTION
 KH0393
 KH0393  HISTORY     - Date     Condition        Report By
 KH0393  HISTORY     - 1934     MONUMENTED       CGS
 KH0393  HISTORY     - 1962     GOOD             NGS
 KH0393
 KH0393                          STATION DESCRIPTION
 KH0393
 KH0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KH0393'1 MI E FROM COLBY.
 KH0393'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE CONSOLIDATED
 KH0393'SCHOOL AT COLBY, THOMAS COUNTY, 4 FEET EAST OF MILEPOST 203, 75
 KH0393'FEET EAST OF A ROAD CROSSING, 33 FEET NORTH OF THE CENTERLINE
 KH0393'OF THE TRACK, AND 0.10 MILES SOUTH OF U.S. HIGHWAY 24, AND ALONG
 KH0393'COUNTY CLUB ROAD SOUTH 0.10 MILES TO A RAILROAD CROSSING TO THE
 KH0393'LEFT.  A STANDARD DISK, STAMPED G 154 1934 AND SET IN THE TOP OF
 KH0393'A CONCRETE POST.  NOTE-- THE MARK PROJECTS ABOUT 12-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0116 ***********************************************************************
 KH0116  DESIGNATION -  G 155
 KH0116  PID         -  KH0116
 KH0116  STATE/COUNTY-  KS/GRAHAM
 KH0116  USGS QUAD   -  MORLAND (1979)
 KH0116
 KH0116                         *CURRENT SURVEY CONTROL
 KH0116  ___________________________________________________________________
 KH0116* NAD 83(1986)-  39 21 04.     (N)    100 05 57.     (W)     SCALED    
 KH0116* NAVD 88     -       709.422  (meters)    2327.50   (feet)  ADJUSTED  
 KH0116  ___________________________________________________________________
 KH0116  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 KH0116  DYNAMIC HT  -         708.905 (meters)    2325.80  (feet)  COMP
 KH0116  MODELED GRAV-     979,875.4   (mgal)                       NAVD 88
 KH0116
 KH0116  VERT ORDER  -  SECOND    CLASS 0
 KH0116
 KH0116.The horizontal coordinates were scaled from a topographic map and have
 KH0116.an estimated accuracy of +/- 6 seconds.
 KH0116
 KH0116.The orthometric height was determined by differential leveling
 KH0116.and adjusted by the National Geodetic Survey in June 1991..
 KH0116
 KH0116.The geoid height was determined by GEOID03.
 KH0116
 KH0116.The dynamic height is computed by dividing the NAVD 88
 KH0116.geopotential number by the normal gravity value computed on the
 KH0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0116.degrees latitude (g = 980.6199 gals.).
 KH0116
 KH0116.The modeled gravity was interpolated from observed gravity values.
 KH0116
 KH0116;                    North         East    Units  Estimated Accuracy
 KH0116;SPC KS N     -   115,080.      219,080.      MT  (+/- 180 meters Scaled)
 KH0116
 KH0116                          SUPERSEDED SURVEY CONTROL
 KH0116
 KH0116  NGVD 29 (??/??/92)  709.155  (m)         2326.62   (f) ADJ UNCH    2 0
 KH0116
 KH0116.Superseded values are not recommended for survey control.
 KH0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0116.See file dsdata.txt to determine how the superseded data were derived.
 KH0116
 KH0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ052563(NAD 83)
 KH0116_MARKER: DB = BENCH MARK DISK
 KH0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0116_SP_SET: ABUTMENT PARAPET
 KH0116_STAMPING: G 155 1934
 KH0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0116
 KH0116  HISTORY     - Date     Condition        Report By
 KH0116  HISTORY     - 1934     MONUMENTED       CGS
 KH0116  HISTORY     - 1960     GOOD             NGS
 KH0116
 KH0116                          STATION DESCRIPTION
 KH0116
 KH0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KH0116'1.3 MI W FROM MORLAND.
 KH0116'1.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0116'AT MORLAND, GRAHAM COUNTY, IN THE TOP OF THE SOUTH END OF THE
 KH0116'CONCRETE PARAPET WALL OF THE WEST ABUTMENT, BRIDGE NO. 151.49,
 KH0116'AT THE SOUTHWEST END OF THE BRIDGE OVER SOUTH FORK OF SOLOMON
 KH0116'RIVER, AND 1.2 FEET BELOW THE TOP OF RAIL.  A STANDARD DISK,
 KH0116'STAMPED G 155 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0248 ***********************************************************************
 KH0248  DESIGNATION -  G 156 RESET
 KH0248  PID         -  KH0248
 KH0248  STATE/COUNTY-  KS/DECATUR
 KH0248  USGS QUAD   -  OBERLIN NE (1978)
 KH0248
 KH0248                         *CURRENT SURVEY CONTROL
 KH0248  ___________________________________________________________________
 KH0248* NAD 83(1986)-  39 57 04.     (N)    100 32 16.     (W)     SCALED    
 KH0248* NAVD 88     -       833.65   (meters)    2735.1    (feet)  RESET     
 KH0248  ___________________________________________________________________
 KH0248  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 KH0248
 KH0248  VERT ORDER  -  THIRD
 KH0248
 KH0248.The horizontal coordinates were scaled from a topographic map and have
 KH0248.an estimated accuracy of +/- 6 seconds.
 KH0248
 KH0248.The orthometric height was computed from unverified reset data.
 KH0248
 KH0248.The geoid height was determined by GEOID03.
 KH0248
 KH0248;                    North         East    Units  Estimated Accuracy
 KH0248;SPC KS N     -   182,640.      183,160.      MT  (+/- 180 meters Scaled)
 KH0248
 KH0248                          SUPERSEDED SURVEY CONTROL
 KH0248
 KH0248.No superseded survey control is available for this station.
 KH0248
 KH0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK686234(NAD 83)
 KH0248_MARKER: DB = BENCH MARK DISK
 KH0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0248_STAMPING: G 156 RESET 1971
 KH0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0248+STABILITY: SURFACE MOTION
 KH0248
 KH0248  HISTORY     - Date     Condition        Report By
 KH0248  HISTORY     - 1971     MONUMENTED       NGS
 KH0248
 KH0248                          STATION DESCRIPTION
 KH0248
 KH0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KH0248'2.5 MI S FROM CEDAR BLUFFS.
 KH0248'ABOUT 2.5 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE RAILROAD
 KH0248'CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT
 KH0248'CEDAR BLUFFS, OR 8.75 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE
 KH0248'JUNCTION OF U.S. HIGHWAYS 36 AND 83 AT OBERLIN, 130 FEET EAST OF
 KH0248'THE CENTER OF U.S. HIGHWAY 83, 95.5 FEET SOUTH OF AN EAST-WEST
 KH0248'FENCE, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT NORTH OF
 KH0248'HIGHWAY STATION 449, AND SET IN THE TOP OF A ROUND CONCRETE
 KH0248'POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0238 ***********************************************************************
 KG0238  DESIGNATION -  G 157
 KG0238  PID         -  KG0238
 KG0238  STATE/COUNTY-  KS/PHILLIPS
 KG0238  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0238
 KG0238                         *CURRENT SURVEY CONTROL
 KG0238  ___________________________________________________________________
 KG0238* NAD 83(1986)-  39 41 05.     (N)    099 18 34.     (W)     SCALED    
 KG0238* NAVD 88     -       552.236  (meters)    1811.79   (feet)  ADJUSTED  
 KG0238  ___________________________________________________________________
 KG0238  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 KG0238  DYNAMIC HT  -         551.878 (meters)    1810.62  (feet)  COMP
 KG0238  MODELED GRAV-     979,960.4   (mgal)                       NAVD 88
 KG0238
 KG0238  VERT ORDER  -  SECOND    CLASS 0
 KG0238
 KG0238.The horizontal coordinates were scaled from a topographic map and have
 KG0238.an estimated accuracy of +/- 6 seconds.
 KG0238
 KG0238.The orthometric height was determined by differential leveling
 KG0238.and adjusted by the National Geodetic Survey in June 1991..
 KG0238
 KG0238.The geoid height was determined by GEOID03.
 KG0238
 KG0238.The dynamic height is computed by dividing the NAVD 88
 KG0238.geopotential number by the normal gravity value computed on the
 KG0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0238.degrees latitude (g = 980.6199 gals.).
 KG0238
 KG0238.The modeled gravity was interpolated from observed gravity values.
 KG0238
 KG0238;                    North         East    Units  Estimated Accuracy
 KG0238;SPC KS N     -   150,840.      287,670.      MT  (+/- 180 meters Scaled)
 KG0238
 KG0238                          SUPERSEDED SURVEY CONTROL
 KG0238
 KG0238  NGVD 29 (??/??/92)  552.004  (m)         1811.03   (f) ADJ UNCH    2 0
 KG0238
 KG0238.Superseded values are not recommended for survey control.
 KG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0238.See file dsdata.txt to determine how the superseded data were derived.
 KG0238
 KG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ734928(NAD 83)
 KG0238_MARKER: DB = BENCH MARK DISK
 KG0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0238_SP_SET: BRIDGE
 KG0238_STAMPING: G 157 1934
 KG0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0238
 KG0238  HISTORY     - Date     Condition        Report By
 KG0238  HISTORY     - 1934     MONUMENTED       CGS
 KG0238  HISTORY     - 1934     GOOD             NGS
 KG0238  HISTORY     - 1976     GOOD             KSDT
 KG0238  HISTORY     - 1985     SEE DESCRIPTION  NGS
 KG0238
 KG0238                          STATION DESCRIPTION
 KG0238
 KG0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0238'AT GLADE.
 KG0238'PHILLIPS COUNTY, KANSAS.  AT GLADE.  200 FEET NORTH OF A CHURCH,
 KG0238'IN THE SOUTHWEST END OF A CONCRETE BRIDGE ON STATE HIGHWAY 1.
 KG0238'STANDARD DISK SET IN CONCRETE BRIDGE.
 KG0238
 KG0238                          STATION RECOVERY (1976)
 KG0238
 KG0238'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1976
 KG0238'RECOVERED IN GOOD CONDITION.
 KG0238
 KG0238                          STATION RECOVERY (1985)
 KG0238
 KG0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KG0238'HOWEVER THE CULVERT THE MARK IS ON WILL BE EXTENDED DURING ROAD
 KG0238'CONSTRUCTION ALONG U.S. HIGHWAY 183. A DISK, STAMPED G 157 RESET 1985
 KG0238'HAS BEEN FURNISHED TO THE KANSAS DEPARTMENT OF TRANSPORTATION, AREA
 KG0238'OFFICE AT PHILLIPSBURG. THAT OFFICE WILL ESTABLISH THE ELEVATION FOR
 KG0238'THE NEW MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0285 ***********************************************************************
 KG0285  DESIGNATION -  G 158
 KG0285  PID         -  KG0285
 KG0285  STATE/COUNTY-  KS/ELLIS
 KG0285  USGS QUAD   -  PLAINVILLE SE (1978)
 KG0285
 KG0285                         *CURRENT SURVEY CONTROL
 KG0285  ___________________________________________________________________
 KG0285* NAD 83(1986)-  39 02 29.     (N)    099 18 58.     (W)     SCALED    
 KG0285* NAVD 88     -       669.231  (meters)    2195.64   (feet)  ADJUSTED  
 KG0285  ___________________________________________________________________
 KG0285  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 KG0285  DYNAMIC HT  -         668.740 (meters)    2194.02  (feet)  COMP
 KG0285  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 KG0285
 KG0285  VERT ORDER  -  SECOND    CLASS 0
 KG0285
 KG0285.The horizontal coordinates were scaled from a topographic map and have
 KG0285.an estimated accuracy of +/- 6 seconds.
 KG0285
 KG0285.The orthometric height was determined by differential leveling
 KG0285.and adjusted by the National Geodetic Survey in June 1991..
 KG0285
 KG0285.The geoid height was determined by GEOID03.
 KG0285
 KG0285.The dynamic height is computed by dividing the NAVD 88
 KG0285.geopotential number by the normal gravity value computed on the
 KG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0285.degrees latitude (g = 980.6199 gals.).
 KG0285
 KG0285.The modeled gravity was interpolated from observed gravity values.
 KG0285
 KG0285;                    North         East    Units  Estimated Accuracy
 KG0285;SPC KS N     -    79,430.      286,070.      MT  (+/- 180 meters Scaled)
 KG0285
 KG0285                          SUPERSEDED SURVEY CONTROL
 KG0285
 KG0285  NGVD 29 (??/??/92)  668.976  (m)         2194.80   (f) ADJ UNCH    2 0
 KG0285
 KG0285.Superseded values are not recommended for survey control.
 KG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0285.See file dsdata.txt to determine how the superseded data were derived.
 KG0285
 KG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ726214(NAD 83)
 KG0285_MARKER: DB = BENCH MARK DISK
 KG0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0285_STAMPING: G 158 1934
 KG0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0285+STABILITY: SURFACE MOTION
 KG0285
 KG0285  HISTORY     - Date     Condition        Report By
 KG0285  HISTORY     - 1934     MONUMENTED       CGS
 KG0285
 KG0285                          STATION DESCRIPTION
 KG0285
 KG0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0285'14 MI S FROM PLAINVILLE.
 KG0285'14.0 MILES SOUTH OF UNION PACIFIC STATION AT PLAINVILLE, ON
 KG0285'TOP OF HILL, 45 FEET WEST OF CENTERLINE OF STATE HIGHWAY 1,
 KG0285'3 FEET NORTH OF RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0420 ***********************************************************************
 KG0420  DESIGNATION -  G 159
 KG0420  PID         -  KG0420
 KG0420  STATE/COUNTY-  KS/NORTON
 KG0420  USGS QUAD   -  CALVERT (1978)
 KG0420
 KG0420                         *CURRENT SURVEY CONTROL
 KG0420  ___________________________________________________________________
 KG0420* NAD 83(1986)-  39 50 22.     (N)    099 47 42.     (W)     SCALED    
 KG0420* NAVD 88     -       672.792  (meters)    2207.32   (feet)  ADJUSTED  
 KG0420  ___________________________________________________________________
 KG0420  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 KG0420  DYNAMIC HT  -         672.354 (meters)    2205.88  (feet)  COMP
 KG0420  MODELED GRAV-     979,953.2   (mgal)                       NAVD 88
 KG0420
 KG0420  VERT ORDER  -  SECOND    CLASS 0
 KG0420
 KG0420.The horizontal coordinates were scaled from a topographic map and have
 KG0420.an estimated accuracy of +/- 6 seconds.
 KG0420
 KG0420.The orthometric height was determined by differential leveling
 KG0420.and adjusted by the National Geodetic Survey in June 1991..
 KG0420
 KG0420.The geoid height was determined by GEOID03.
 KG0420
 KG0420.The dynamic height is computed by dividing the NAVD 88
 KG0420.geopotential number by the normal gravity value computed on the
 KG0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0420.degrees latitude (g = 980.6199 gals.).
 KG0420
 KG0420.The modeled gravity was interpolated from observed gravity values.
 KG0420
 KG0420;                    North         East    Units  Estimated Accuracy
 KG0420;SPC KS N     -   168,730.      246,370.      MT  (+/- 180 meters Scaled)
 KG0420
 KG0420                          SUPERSEDED SURVEY CONTROL
 KG0420
 KG0420  NGVD 29 (??/??/92)  672.537  (m)         2206.48   (f) ADJ UNCH    2 0
 KG0420
 KG0420.Superseded values are not recommended for survey control.
 KG0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0420.See file dsdata.txt to determine how the superseded data were derived.
 KG0420
 KG0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK319102(NAD 83)
 KG0420_MARKER: DB = BENCH MARK DISK
 KG0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0420_STAMPING: G 159 1934
 KG0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0420+STABILITY: SURFACE MOTION
 KG0420
 KG0420  HISTORY     - Date     Condition        Report By
 KG0420  HISTORY     - 1934     MONUMENTED       CGS
 KG0420  HISTORY     - 1975     MARK NOT FOUND   USGS
 KG0420
 KG0420                          STATION DESCRIPTION
 KG0420
 KG0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0420'5.5 MI NE FROM NORTON.
 KG0420'5.5 MILES NORTHEAST OF ROCK ISLAND STATION AT NORTON, 150 FEET
 KG0420'EAST OF RAILROAD SIGN STATESPUR, 50 FEET NORTH OF ROCK ISLAND
 KG0420'RAILROAD TRACKS, 25 FEET SOUTH OF C.B. AND Q. RR. TRACK AND 25
 KG0420'FEET EAST OF RAILROAD CROSSING.
 KG0420
 KG0420                          STATION RECOVERY (1975)
 KG0420
 KG0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KG0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0124 ***********************************************************************
 HF0124  DESIGNATION -  G 16
 HF0124  PID         -  HF0124
 HF0124  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0124  USGS QUAD   -  CHAUTAUQUA (1979)
 HF0124
 HF0124                         *CURRENT SURVEY CONTROL
 HF0124  ___________________________________________________________________
 HF0124* NAD 83(1986)-  37 06 30.     (N)    096 08 53.     (W)     SCALED    
 HF0124* NAVD 88     -       245.505  (meters)     805.46   (feet)  ADJUSTED  
 HF0124  ___________________________________________________________________
 HF0124  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HF0124  DYNAMIC HT  -         245.305 (meters)     804.80  (feet)  COMP
 HF0124  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 HF0124
 HF0124  VERT ORDER  -  FIRST     CLASS II
 HF0124
 HF0124.The horizontal coordinates were scaled from a topographic map and have
 HF0124.an estimated accuracy of +/- 6 seconds.
 HF0124
 HF0124.The orthometric height was determined by differential leveling
 HF0124.and adjusted by the National Geodetic Survey in June 1991..
 HF0124
 HF0124.The geoid height was determined by GEOID03.
 HF0124
 HF0124.The dynamic height is computed by dividing the NAVD 88
 HF0124.geopotential number by the normal gravity value computed on the
 HF0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0124.degrees latitude (g = 980.6199 gals.).
 HF0124
 HF0124.The modeled gravity was interpolated from observed gravity values.
 HF0124
 HF0124;                    North         East    Units  Estimated Accuracy
 HF0124;SPC KS S     -   451,660.      609,040.      MT  (+/- 180 meters Scaled)
 HF0124
 HF0124                          SUPERSEDED SURVEY CONTROL
 HF0124
 HF0124  NGVD 29 (??/??/92)  245.365  (m)          805.00   (f) ADJ UNCH    1 2
 HF0124
 HF0124.Superseded values are not recommended for survey control.
 HF0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0124.See file dsdata.txt to determine how the superseded data were derived.
 HF0124
 HF0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG534106(NAD 83)
 HF0124_MARKER: DB = BENCH MARK DISK
 HF0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0124_STAMPING: G 16 1933
 HF0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0124+STABILITY: SURFACE MOTION
 HF0124
 HF0124  HISTORY     - Date     Condition        Report By
 HF0124  HISTORY     - 1933     MONUMENTED       CGS
 HF0124
 HF0124                          STATION DESCRIPTION
 HF0124
 HF0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0124'2.2 MI E FROM SEDAN.
 HF0124'ABOUT 2-1/4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0124'SEDAN, CHAUTAUQUA COUNTY, ABOUT 3 YARDS WEST OF THE TWENTY-THIRD
 HF0124'POLE WEST OF MILEPOST 456, ABOUT 13 YARDS EAST OF THE CENTER OF
 HF0124'A FARM-ROAD CROSSING, ABOUT 12 YARDS NORTH OF THE CENTER LINE
 HF0124'OF THE TRACK, AND ABOUT 2 YARDS SOUTH OF A FENCE.  A STANDARD
 HF0124'DISK, STAMPED G 16 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0562 ***********************************************************************
 HH0562  DESIGNATION -  G 16
 HH0562  PID         -  HH0562
 HH0562  STATE/COUNTY-  KS/HAMILTON
 HH0562  USGS QUAD   -  SYRACUSE EAST (1966)
 HH0562
 HH0562                         *CURRENT SURVEY CONTROL
 HH0562  ___________________________________________________________________
 HH0562* NAD 83(1986)-  37 58 06.     (N)    101 42 21.     (W)     SCALED    
 HH0562* NAVD 88     -       977.469  (meters)    3206.91   (feet)  ADJUSTED  
 HH0562  ___________________________________________________________________
 HH0562  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 HH0562  DYNAMIC HT  -         976.564 (meters)    3203.94  (feet)  COMP
 HH0562  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 HH0562
 HH0562  VERT ORDER  -  FIRST     CLASS II
 HH0562
 HH0562.The horizontal coordinates were scaled from a topographic map and have
 HH0562.an estimated accuracy of +/- 6 seconds.
 HH0562
 HH0562.The orthometric height was determined by differential leveling
 HH0562.and adjusted by the National Geodetic Survey in June 1991..
 HH0562
 HH0562.The geoid height was determined by GEOID03.
 HH0562
 HH0562.The dynamic height is computed by dividing the NAVD 88
 HH0562.geopotential number by the normal gravity value computed on the
 HH0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0562.degrees latitude (g = 980.6199 gals.).
 HH0562
 HH0562.The modeled gravity was interpolated from observed gravity values.
 HH0562
 HH0562;                    North         East    Units  Estimated Accuracy
 HH0562;SPC KS S     -   549,310.      118,380.      MT  (+/- 180 meters Scaled)
 HH0562
 HH0562                          SUPERSEDED SURVEY CONTROL
 HH0562
 HH0562  NGVD 29 (??/??/92)  977.061  (m)         3205.57   (f) ADJ UNCH    1 2
 HH0562
 HH0562.Superseded values are not recommended for survey control.
 HH0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0562.See file dsdata.txt to determine how the superseded data were derived.
 HH0562
 HH0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH623057(NAD 83)
 HH0562_MARKER: P = PIPE CAP
 HH0562_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HH0562_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HH0562_STAMPING: G 16 3198
 HH0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0562
 HH0562  HISTORY     - Date     Condition        Report By
 HH0562  HISTORY     - UNK      MONUMENTED       USGS
 HH0562  HISTORY     - 1933     GOOD             NGS
 HH0562  HISTORY     - 1961     MARK NOT FOUND   NGS
 HH0562
 HH0562                          STATION DESCRIPTION
 HH0562
 HH0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0562'2.5 MI E FROM SYRACUSE.
 HH0562'ABOUT 2.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0562'RAILWAY FROM THE STATION AT SYRACUSE, HAMILTON COUNTY, AT
 HH0562'MILEAGE 451.3, 25 FEET EAST OF THE CENTER OF A PRIVATE-ROAD
 HH0562'CROSSING, AND 50 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A
 HH0562'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED G 16 3198
 HH0562'AND RIVETED ON THE TOP OF A 4-INCH IRON PIPE.
 HH0562
 HH0562                          STATION RECOVERY (1961)
 HH0562
 HH0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HH0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0189 ***********************************************************************
 KG0189  DESIGNATION -  G 160
 KG0189  PID         -  KG0189
 KG0189  STATE/COUNTY-  KS/SMITH
 KG0189  USGS QUAD   -  CEDAR (1973)
 KG0189
 KG0189                         *CURRENT SURVEY CONTROL
 KG0189  ___________________________________________________________________
 KG0189* NAD 83(1986)-  39 39 40.     (N)    098 59 29.     (W)     SCALED    
 KG0189* NAVD 88     -       503.631  (meters)    1652.33   (feet)  ADJUSTED  
 KG0189  ___________________________________________________________________
 KG0189  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 KG0189  DYNAMIC HT  -         503.310 (meters)    1651.28  (feet)  COMP
 KG0189  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 KG0189
 KG0189  VERT ORDER  -  SECOND    CLASS 0
 KG0189
 KG0189.The horizontal coordinates were scaled from a topographic map and have
 KG0189.an estimated accuracy of +/- 6 seconds.
 KG0189
 KG0189.The orthometric height was determined by differential leveling
 KG0189.and adjusted by the National Geodetic Survey in June 1991..
 KG0189
 KG0189.The geoid height was determined by GEOID03.
 KG0189
 KG0189.The dynamic height is computed by dividing the NAVD 88
 KG0189.geopotential number by the normal gravity value computed on the
 KG0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0189.degrees latitude (g = 980.6199 gals.).
 KG0189
 KG0189.The modeled gravity was interpolated from observed gravity values.
 KG0189
 KG0189;                    North         East    Units  Estimated Accuracy
 KG0189;SPC KS N     -   147,870.      314,930.      MT  (+/- 180 meters Scaled)
 KG0189
 KG0189                          SUPERSEDED SURVEY CONTROL
 KG0189
 KG0189  NGVD 29 (??/??/92)  503.417  (m)         1651.63   (f) ADJ UNCH    2 0
 KG0189
 KG0189.Superseded values are not recommended for survey control.
 KG0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0189.See file dsdata.txt to determine how the superseded data were derived.
 KG0189
 KG0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ007901(NAD 83)
 KG0189_MARKER: DB = BENCH MARK DISK
 KG0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0189_STAMPING: G 160 1934
 KG0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0189+STABILITY: SURFACE MOTION
 KG0189
 KG0189  HISTORY     - Date     Condition        Report By
 KG0189  HISTORY     - 1934     MONUMENTED       CGS
 KG0189  HISTORY     - 1960     GOOD             USGS
 KG0189
 KG0189                          STATION DESCRIPTION
 KG0189
 KG0189'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KG0189'2 MI E FROM CLUDELL.
 KG0189'CLAUDELL, 2.0 MILES EAST ALONG THE MISSOURI PACIFIC RR FROM.
 KG0189'T 4 S, R 15 W, NEAR QUARTER CORNER BETWEEN SECS. 34 AND 35, 46
 KG0189'FEET NORTH AND 25 FEET EAST OF RR AT ROAD CROSSING, A STANDARD
 KG0189'DISK SET IN A CONCRETE POST AND STAMPED G 160 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0248 ***********************************************************************
 KG0248  DESIGNATION -  G 161
 KG0248  PID         -  KG0248
 KG0248  STATE/COUNTY-  KS/PHILLIPS
 KG0248  USGS QUAD   -  SPEED (1972)
 KG0248
 KG0248                         *CURRENT SURVEY CONTROL
 KG0248  ___________________________________________________________________
 KG0248* NAD 83(1986)-  39 41 06.     (N)    099 25 52.     (W)     SCALED    
 KG0248* NAVD 88     -       570.494  (meters)    1871.70   (feet)  ADJUSTED  
 KG0248  ___________________________________________________________________
 KG0248  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 KG0248  DYNAMIC HT  -         570.119 (meters)    1870.47  (feet)  COMP
 KG0248  MODELED GRAV-     979,951.2   (mgal)                       NAVD 88
 KG0248
 KG0248  VERT ORDER  -  SECOND    CLASS 0
 KG0248
 KG0248.The horizontal coordinates were scaled from a topographic map and have
 KG0248.an estimated accuracy of +/- 6 seconds.
 KG0248
 KG0248.The orthometric height was determined by differential leveling
 KG0248.and adjusted by the National Geodetic Survey in June 1991..
 KG0248
 KG0248.The geoid height was determined by GEOID03.
 KG0248
 KG0248.The dynamic height is computed by dividing the NAVD 88
 KG0248.geopotential number by the normal gravity value computed on the
 KG0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0248.degrees latitude (g = 980.6199 gals.).
 KG0248
 KG0248.The modeled gravity was interpolated from observed gravity values.
 KG0248
 KG0248;                    North         East    Units  Estimated Accuracy
 KG0248;SPC KS N     -   151,030.      277,240.      MT  (+/- 180 meters Scaled)
 KG0248
 KG0248                          SUPERSEDED SURVEY CONTROL
 KG0248
 KG0248  NGVD 29 (??/??/92)  570.255  (m)         1870.91   (f) ADJ UNCH    2 0
 KG0248
 KG0248.Superseded values are not recommended for survey control.
 KG0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0248.See file dsdata.txt to determine how the superseded data were derived.
 KG0248
 KG0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ630928(NAD 83)
 KG0248_MARKER: DB = BENCH MARK DISK
 KG0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0248_SP_SET: BRIDGE
 KG0248_STAMPING: G 161 1934
 KG0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0248
 KG0248  HISTORY     - Date     Condition        Report By
 KG0248  HISTORY     - 1934     MONUMENTED       CGS
 KG0248
 KG0248                          STATION DESCRIPTION
 KG0248
 KG0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0248'0.9 MI W FROM SPEED.
 KG0248'0.9 MILES WEST OF MISSOURI PACIFIC STATION AT SPEED 4 POLES
 KG0248'WEST OF MILEAGE POST 590.25.  60 FEET NORTH OF CENTERLINE OF
 KG0248'MISSOURI PACIFIC RR. TRACK, IN SOUTHEAST END OF CONCRETE HIGHWAY
 KG0248'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0357 ***********************************************************************
 KG0357  DESIGNATION -  G 162
 KG0357  PID         -  KG0357
 KG0357  STATE/COUNTY-  KS/GRAHAM
 KG0357  USGS QUAD   -  BOGUE (1979)
 KG0357
 KG0357                         *CURRENT SURVEY CONTROL
 KG0357  ___________________________________________________________________
 KG0357* NAD 83(1986)-  39 21 51.     (N)    099 42 59.     (W)     SCALED    
 KG0357* NAVD 88     -       623.603  (meters)    2045.94   (feet)  ADJUSTED  
 KG0357  ___________________________________________________________________
 KG0357  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 KG0357  DYNAMIC HT  -         623.163 (meters)    2044.49  (feet)  COMP
 KG0357  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 KG0357
 KG0357  VERT ORDER  -  SECOND    CLASS 0
 KG0357
 KG0357.The horizontal coordinates were scaled from a topographic map and have
 KG0357.an estimated accuracy of +/- 6 seconds.
 KG0357
 KG0357.The orthometric height was determined by differential leveling
 KG0357.and adjusted by the National Geodetic Survey in June 1991..
 KG0357
 KG0357.The geoid height was determined by GEOID03.
 KG0357
 KG0357.The dynamic height is computed by dividing the NAVD 88
 KG0357.geopotential number by the normal gravity value computed on the
 KG0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0357.degrees latitude (g = 980.6199 gals.).
 KG0357
 KG0357.The modeled gravity was interpolated from observed gravity values.
 KG0357
 KG0357;                    North         East    Units  Estimated Accuracy
 KG0357;SPC KS N     -   115,840.      252,100.      MT  (+/- 180 meters Scaled)
 KG0357
 KG0357                          SUPERSEDED SURVEY CONTROL
 KG0357
 KG0357  NGVD 29 (??/??/92)  623.370  (m)         2045.17   (f) ADJ UNCH    2 0
 KG0357
 KG0357.Superseded values are not recommended for survey control.
 KG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0357.See file dsdata.txt to determine how the superseded data were derived.
 KG0357
 KG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ382574(NAD 83)
 KG0357_MARKER: DB = BENCH MARK DISK
 KG0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0357_STAMPING: G 162 1934
 KG0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0357+STABILITY: SURFACE MOTION
 KG0357
 KG0357  HISTORY     - Date     Condition        Report By
 KG0357  HISTORY     - 1934     MONUMENTED       CGS
 KG0357
 KG0357                          STATION DESCRIPTION
 KG0357
 KG0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0357'1.5 MI W FROM BOGUE.
 KG0357'1.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0357'AT BOGUE, GRAHAM COUNTY, 2 POLES EAST OF MILEPOST 131, 2 POLES
 KG0357'WEST OF A ROAD CROSSING, 39 FEET NORTH OF THE CENTERLINE OF THE
 KG0357'TRACK, AND 3 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 KG0357'G 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0206 ***********************************************************************
 KG0206  DESIGNATION -  G 163
 KG0206  PID         -  KG0206
 KG0206  STATE/COUNTY-  KS/OSBORNE
 KG0206  USGS QUAD   -  DOWNS NORTH (1980)
 KG0206
 KG0206                         *CURRENT SURVEY CONTROL
 KG0206  ___________________________________________________________________
 KG0206* NAD 83(1986)-  39 31 27.     (N)    098 36 24.     (W)     SCALED    
 KG0206* NAVD 88     -       459.375  (meters)    1507.13   (feet)  ADJUSTED  
 KG0206  ___________________________________________________________________
 KG0206  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 KG0206  DYNAMIC HT  -         459.082 (meters)    1506.17  (feet)  COMP
 KG0206  MODELED GRAV-     979,974.7   (mgal)                       NAVD 88
 KG0206
 KG0206  VERT ORDER  -  SECOND    CLASS 0
 KG0206
 KG0206.The horizontal coordinates were scaled from a topographic map and have
 KG0206.an estimated accuracy of +/- 6 seconds.
 KG0206
 KG0206.The orthometric height was determined by differential leveling
 KG0206.and adjusted by the National Geodetic Survey in June 1991..
 KG0206
 KG0206.The geoid height was determined by GEOID03.
 KG0206
 KG0206.The dynamic height is computed by dividing the NAVD 88
 KG0206.geopotential number by the normal gravity value computed on the
 KG0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0206.degrees latitude (g = 980.6199 gals.).
 KG0206
 KG0206.The modeled gravity was interpolated from observed gravity values.
 KG0206
 KG0206;                    North         East    Units  Estimated Accuracy
 KG0206;SPC KS N     -   132,370.      347,840.      MT  (+/- 180 meters Scaled)
 KG0206
 KG0206                          SUPERSEDED SURVEY CONTROL
 KG0206
 KG0206  NGVD 29 (??/??/92)  459.187  (m)         1506.52   (f) ADJ UNCH    2 0
 KG0206
 KG0206.Superseded values are not recommended for survey control.
 KG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0206.See file dsdata.txt to determine how the superseded data were derived.
 KG0206
 KG0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ338750(NAD 83)
 KG0206_MARKER: DB = BENCH MARK DISK
 KG0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0206_STAMPING: G 163 1934
 KG0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0206+STABILITY: SURFACE MOTION
 KG0206
 KG0206  HISTORY     - Date     Condition        Report By
 KG0206  HISTORY     - 1934     MONUMENTED       CGS
 KG0206
 KG0206                          STATION DESCRIPTION
 KG0206
 KG0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0206'5.4 MI SE FROM PORTIS.
 KG0206'5.4 MILES SOUTHEAST MISSOURI PACIFIC STATION AT PORTIS AT
 KG0206'MILEAGE 542.15.  200 FEET WEST OF RAILROAD CROSSING AND 45 FEET
 KG0206'NORTH OF CENTERLINE OF MISSOURI PACIFIC RR. TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0334 ***********************************************************************
 JG0334  DESIGNATION -  G 164
 JG0334  PID         -  JG0334
 JG0334  STATE/COUNTY-  KS/ELLIS
 JG0334  USGS QUAD   -  VICTORIA (1961)
 JG0334
 JG0334                         *CURRENT SURVEY CONTROL
 JG0334  ___________________________________________________________________
 JG0334* NAD 83(1986)-  38 50 45.     (N)    099 08 50.     (W)     SCALED    
 JG0334* NAVD 88     -       582.377  (meters)    1910.68   (feet)  ADJUSTED  
 JG0334  ___________________________________________________________________
 JG0334  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0334  DYNAMIC HT  -         581.952 (meters)    1909.29  (feet)  COMP
 JG0334  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 JG0334
 JG0334  VERT ORDER  -  FIRST     CLASS II
 JG0334
 JG0334.The horizontal coordinates were scaled from a topographic map and have
 JG0334.an estimated accuracy of +/- 6 seconds.
 JG0334
 JG0334.The orthometric height was determined by differential leveling
 JG0334.and adjusted by the National Geodetic Survey in June 1991..
 JG0334
 JG0334.The geoid height was determined by GEOID03.
 JG0334
 JG0334.The dynamic height is computed by dividing the NAVD 88
 JG0334.geopotential number by the normal gravity value computed on the
 JG0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0334.degrees latitude (g = 980.6199 gals.).
 JG0334
 JG0334.The modeled gravity was interpolated from observed gravity values.
 JG0334
 JG0334;                    North         East    Units  Estimated Accuracy
 JG0334;SPC KS N     -    57,520.      300,410.      MT  (+/- 180 meters Scaled)
 JG0334
 JG0334                          SUPERSEDED SURVEY CONTROL
 JG0334
 JG0334  NGVD 29 (??/??/92)  582.134  (m)         1909.88   (f) ADJ UNCH    1 2
 JG0334
 JG0334.Superseded values are not recommended for survey control.
 JG0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0334.See file dsdata.txt to determine how the superseded data were derived.
 JG0334
 JG0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH872996(NAD 83)
 JG0334_MARKER: DB = BENCH MARK DISK
 JG0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0334_STAMPING: G 164 1934
 JG0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0334+STABILITY: SURFACE MOTION
 JG0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0334+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 JG0334
 JG0334  HISTORY     - Date     Condition        Report By
 JG0334  HISTORY     - 1934     MONUMENTED       CGS
 JG0334  HISTORY     - 1953     GOOD             NGS
 JG0334  HISTORY     - 20060913 GOOD             INDIV
 JG0334
 JG0334                          STATION DESCRIPTION
 JG0334
 JG0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0334'AT VICTORIA.
 JG0334'AT VICTORIA, 0.25 MILE SOUTH OF THE UNION PACIFIC RAILROAD STATION,
 JG0334'0.2 MILE EAST OF A CONCRETE BRIDGE, 72 FEET SOUTH OF THE CENTER
 JG0334'LINE OF U.S. HIGHWAY 40, 51 FEET NORTH OF THE CENTER LINE OF OLD
 JG0334'U.S. HIGHWAY 40, 91 FEET WEST OF A POWER POLE, 1.4 FEET NORTHWEST
 JG0334'OF A WITNESS POST, 19 FEET SOUTH OF A TELEPHONE POLE, SET IN THE
 JG0334'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 JG0334
 JG0334                          STATION RECOVERY (2006)
 JG0334
 JG0334'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLE)
 JG0334'FOUND BENCH MARK SET IN CONCRETE POST IN A SMALL ROADSIDE PARK AT THE
 JG0334'SOUTHWEST CORNER OF THE INTERSECTION OF OLDER U.S. 40 HIGHWAY (NOW
 JG0334'COUNTY) AND BALL PARK RD. (CITY).  RAILROAD STATION IS GONE.  WITNESS
 JG0334'POST IS GONE.  TELEPHONE POLE IS GONE.  BRIDGE 0.2 MILES WEST IS STILL
 JG0334'IN USE.
 JG0334'NEW TIES ARE.
 JG0334'1. 72 FEET SOUTH OF THE CENTER LINE OF OLDER U.S. 40 HIGHWAY (NOW A
 JG0334'COUNTY RD).
 JG0334'2. 51 FEET NORTH OF THE CENTER LINE OF OLDEST U.S. 40 HIGHWAY (NOW A
 JG0334'ROADSIDE PARK TRAIL).
 JG0334'3. 91.0 FEET WEST OF A 60D NAIL/WASHER SET IN NORTH FACE OF A POWER
 JG0334'POLE.
 JG0334'4. 103.7 FEET SOUTH SOUTHWEST OF A 60D NAIL/WASHER SET IN NORTHWEST
 JG0334'FACE OF A POWER POLE WITH A R.R. SPIKE T.B.M. IN WEST FACE.
 JG0334'5. 140.9 FEET NORTH OF A 60D NAIL/WASHER SET IN EAST FACE OF A POWER
 JG0334'POLE NEAR THE SOUTHEAST CORNER OF THE FRONT YARD AT 101 BALL PARK RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0108 ***********************************************************************
 KG0108  DESIGNATION -  G 165
 KG0108  PID         -  KG0108
 KG0108  STATE/COUNTY-  KS/OSBORNE
 KG0108  USGS QUAD   -  VINCENT (1978)
 KG0108
 KG0108                         *CURRENT SURVEY CONTROL
 KG0108  ___________________________________________________________________
 KG0108* NAD 83(1986)-  39 14 28.     (N)    098 42 12.     (W)     SCALED    
 KG0108* NAVD 88     -       589.958  (meters)    1935.55   (feet)  ADJUSTED  
 KG0108  ___________________________________________________________________
 KG0108  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 KG0108  DYNAMIC HT  -         589.557 (meters)    1934.24  (feet)  COMP
 KG0108  MODELED GRAV-     979,929.4   (mgal)                       NAVD 88
 KG0108
 KG0108  VERT ORDER  -  SECOND    CLASS 0
 KG0108
 KG0108.The horizontal coordinates were scaled from a topographic map and have
 KG0108.an estimated accuracy of +/- 6 seconds.
 KG0108
 KG0108.The orthometric height was determined by differential leveling
 KG0108.and adjusted by the National Geodetic Survey in June 1991..
 KG0108
 KG0108.The geoid height was determined by GEOID03.
 KG0108
 KG0108.The dynamic height is computed by dividing the NAVD 88
 KG0108.geopotential number by the normal gravity value computed on the
 KG0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0108.degrees latitude (g = 980.6199 gals.).
 KG0108
 KG0108.The modeled gravity was interpolated from observed gravity values.
 KG0108
 KG0108;                    North         East    Units  Estimated Accuracy
 KG0108;SPC KS N     -   101,010.      339,280.      MT  (+/- 180 meters Scaled)
 KG0108
 KG0108                          SUPERSEDED SURVEY CONTROL
 KG0108
 KG0108  NGVD 29 (??/??/92)  589.755  (m)         1934.89   (f) ADJ UNCH    2 0
 KG0108
 KG0108.Superseded values are not recommended for survey control.
 KG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0108.See file dsdata.txt to determine how the superseded data were derived.
 KG0108
 KG0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ256435(NAD 83)
 KG0108_MARKER: DB = BENCH MARK DISK
 KG0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0108_STAMPING: G 165 1934
 KG0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0108+STABILITY: SURFACE MOTION
 KG0108
 KG0108  HISTORY     - Date     Condition        Report By
 KG0108  HISTORY     - 1934     MONUMENTED       CGS
 KG0108
 KG0108                          STATION DESCRIPTION
 KG0108
 KG0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0108'10.1 MI N FROM LURAY.
 KG0108'10.1 MILES NORTH OF WATER TOWER AT LURAY 45 FEET SOUTH OF A CULVERT,
 KG0108'21 FEET EAST OF CENTERLINE OF STATE HIGHWAY 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0083 ***********************************************************************
 KG0083  DESIGNATION -  G 166
 KG0083  PID         -  KG0083
 KG0083  STATE/COUNTY-  KS/MITCHELL
 KG0083  USGS QUAD   -  BELOIT (1978)
 KG0083
 KG0083                         *CURRENT SURVEY CONTROL
 KG0083  ___________________________________________________________________
 KG0083* NAD 83(1986)-  39 26 26.     (N)    098 03 47.     (W)     SCALED    
 KG0083* NAVD 88     -       415.943  (meters)    1364.64   (feet)  ADJUSTED  
 KG0083  ___________________________________________________________________
 KG0083  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 KG0083  DYNAMIC HT  -         415.676 (meters)    1363.76  (feet)  COMP
 KG0083  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 KG0083
 KG0083  VERT ORDER  -  SECOND    CLASS 0
 KG0083
 KG0083.The horizontal coordinates were scaled from a topographic map and have
 KG0083.an estimated accuracy of +/- 6 seconds.
 KG0083
 KG0083.The orthometric height was determined by differential leveling
 KG0083.and adjusted by the National Geodetic Survey in June 1991..
 KG0083
 KG0083.The geoid height was determined by GEOID03.
 KG0083
 KG0083.The dynamic height is computed by dividing the NAVD 88
 KG0083.geopotential number by the normal gravity value computed on the
 KG0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0083.degrees latitude (g = 980.6199 gals.).
 KG0083
 KG0083.The modeled gravity was interpolated from observed gravity values.
 KG0083
 KG0083;                    North         East    Units  Estimated Accuracy
 KG0083;SPC KS N     -   122,920.      394,570.      MT  (+/- 180 meters Scaled)
 KG0083
 KG0083                          SUPERSEDED SURVEY CONTROL
 KG0083
 KG0083  NGVD 29 (??/??/92)  415.786  (m)         1364.12   (f) ADJ UNCH    2 0
 KG0083
 KG0083.Superseded values are not recommended for survey control.
 KG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0083.See file dsdata.txt to determine how the superseded data were derived.
 KG0083
 KG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ806660(NAD 83)
 KG0083_MARKER: DB = BENCH MARK DISK
 KG0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0083_STAMPING: G 166 1934
 KG0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0083+STABILITY: SURFACE MOTION
 KG0083
 KG0083  HISTORY     - Date     Condition        Report By
 KG0083  HISTORY     - 1934     MONUMENTED       CGS
 KG0083  HISTORY     - 1949     GOOD             NGS
 KG0083
 KG0083                          STATION DESCRIPTION
 KG0083
 KG0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KG0083'2.5 MI SE FROM BELOIT.
 KG0083'2.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KG0083'MISSOURI PACIFIC RAILROAD STATION AT BELOIT, MITCHELL COUNTY, 5
 KG0083'POLES WEST OF A ROAD CROSSING, 2 POLES EAST OF A LARGE TRESTLE,
 KG0083'33 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET SOUTH
 KG0083'OF A POLE.  A STANDARD DISK, STAMPED G 166 1934 AND SET IN THE
 KG0083'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1224 ***********************************************************************
 JF1224  DESIGNATION -  G 167
 JF1224  PID         -  JF1224
 JF1224  STATE/COUNTY-  KS/OTTAWA
 JF1224  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1224
 JF1224                         *CURRENT SURVEY CONTROL
 JF1224  ___________________________________________________________________
 JF1224* NAD 83(1986)-  38 58 37.     (N)    097 35 36.     (W)     SCALED    
 JF1224* NAVD 88     -       390.762  (meters)    1282.03   (feet)  ADJUSTED  
 JF1224  ___________________________________________________________________
 JF1224  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 JF1224  DYNAMIC HT  -         390.507 (meters)    1281.19  (feet)  COMP
 JF1224  MODELED GRAV-     979,962.4   (mgal)                       NAVD 88
 JF1224
 JF1224  VERT ORDER  -  SECOND    CLASS 0
 JF1224
 JF1224.The horizontal coordinates were scaled from a topographic map and have
 JF1224.an estimated accuracy of +/- 6 seconds.
 JF1224
 JF1224.The orthometric height was determined by differential leveling
 JF1224.and adjusted by the National Geodetic Survey in June 1991..
 JF1224
 JF1224.The geoid height was determined by GEOID03.
 JF1224
 JF1224.The dynamic height is computed by dividing the NAVD 88
 JF1224.geopotential number by the normal gravity value computed on the
 JF1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1224.degrees latitude (g = 980.6199 gals.).
 JF1224
 JF1224.The modeled gravity was interpolated from observed gravity values.
 JF1224
 JF1224;                    North         East    Units  Estimated Accuracy
 JF1224;SPC KS N     -    71,530.      435,240.      MT  (+/- 180 meters Scaled)
 JF1224
 JF1224                          SUPERSEDED SURVEY CONTROL
 JF1224
 JF1224  NGVD 29 (??/??/92)  390.665  (m)         1281.71   (f) ADJ UNCH    2 0
 JF1224
 JF1224.Superseded values are not recommended for survey control.
 JF1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1224.See file dsdata.txt to determine how the superseded data were derived.
 JF1224
 JF1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ218151(NAD 83)
 JF1224_MARKER: DB = BENCH MARK DISK
 JF1224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1224_SP_SET: CULVERT
 JF1224_STAMPING: G 167 1934
 JF1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1224
 JF1224  HISTORY     - Date     Condition        Report By
 JF1224  HISTORY     - 1934     MONUMENTED       CGS
 JF1224  HISTORY     - 1947     GOOD             NGS
 JF1224
 JF1224                          STATION DESCRIPTION
 JF1224
 JF1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF1224'3.6 MI S FROM BENNINGTON.
 JF1224'3.6 MILES SOUTH ALONG AN OILED ROAD (FORMERLY U.S. HIGHWAY NO. 81)
 JF1224'FROM THE UNION PACIFIC RAILROAD STATION AT BENNINGTON, 0.3 MILE
 JF1224'NORTH OF THE JUNCTION OF AN OILED ROAD LEADING WEST, AT THE
 JF1224'JUNCTION OF A PRIVATE DRIVEWAY LEADING WEST, 31.0 FEET SOUTH OF THE
 JF1224'CENTER OF THE PRIVATE DRIVEWAY, 14.0 FEET WEST OF THE CENTER OF THE
 JF1224'OILED ROAD, SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL
 JF1224'OF A 2 X 2-FOOT CONCRETE CULVERT UNDER THE OILED ROAD, ABOUT THE
 JF1224'SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0095 ***********************************************************************
 KG0095  DESIGNATION -  G 168
 KG0095  PID         -  KG0095
 KG0095  STATE/COUNTY-  KS/LINCOLN
 KG0095  USGS QUAD   -  LINCOLN (1962)
 KG0095
 KG0095                         *CURRENT SURVEY CONTROL
 KG0095  ___________________________________________________________________
 KG0095* NAD 83(1986)-  39 02 13.     (N)    098 09 35.     (W)     SCALED    
 KG0095* NAVD 88     -       418.032  (meters)    1371.49   (feet)  ADJUSTED  
 KG0095  ___________________________________________________________________
 KG0095  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 KG0095  DYNAMIC HT  -         417.744 (meters)    1370.55  (feet)  COMP
 KG0095  MODELED GRAV-     979,925.5   (mgal)                       NAVD 88
 KG0095
 KG0095  VERT ORDER  -  SECOND    CLASS 0
 KG0095
 KG0095.The horizontal coordinates were scaled from a topographic map and have
 KG0095.an estimated accuracy of +/- 6 seconds.
 KG0095
 KG0095.The orthometric height was determined by differential leveling
 KG0095.and adjusted by the National Geodetic Survey in June 1991..
 KG0095
 KG0095.The geoid height was determined by GEOID03.
 KG0095
 KG0095.The dynamic height is computed by dividing the NAVD 88
 KG0095.geopotential number by the normal gravity value computed on the
 KG0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0095.degrees latitude (g = 980.6199 gals.).
 KG0095
 KG0095.The modeled gravity was interpolated from observed gravity values.
 KG0095
 KG0095;                    North         East    Units  Estimated Accuracy
 KG0095;SPC KS N     -    78,120.      386,170.      MT  (+/- 180 meters Scaled)
 KG0095
 KG0095                          SUPERSEDED SURVEY CONTROL
 KG0095
 KG0095  NGVD 29 (??/??/92)  417.876  (m)         1370.98   (f) ADJ UNCH    2 0
 KG0095
 KG0095.Superseded values are not recommended for survey control.
 KG0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0095.See file dsdata.txt to determine how the superseded data were derived.
 KG0095
 KG0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ727212(NAD 83)
 KG0095_MARKER: DB = BENCH MARK DISK
 KG0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0095_STAMPING: G 168 1934
 KG0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0095+STABILITY: SURFACE MOTION
 KG0095
 KG0095  HISTORY     - Date     Condition        Report By
 KG0095  HISTORY     - 1934     MONUMENTED       CGS
 KG0095  HISTORY     - 1941     GOOD             NGS
 KG0095
 KG0095                          STATION DESCRIPTION
 KG0095
 KG0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0095'AT LINCOLN.
 KG0095'AT LINCOLN, LINCOLN COUNTY, 78 FEET SOUTHEAST OF THE SOUTHEAST
 KG0095'CORNER OF THE UNION PACIFIC RAILROAD STATION, 21 FEET SOUTH OF
 KG0095'THE CENTERLINE OF THE MAIN TRACK, AND 5 FEET SOUTHEAST OF A
 KG0095'CROSSING SIGNPOST.  A STANDARD DISK, STAMPED G 168 1934 AND SET
 KG0095'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0161 ***********************************************************************
 KG0161  DESIGNATION -  G 169
 KG0161  PID         -  KG0161
 KG0161  STATE/COUNTY-  KS/SMITH
 KG0161  USGS QUAD   -  HARLAN (1961)
 KG0161
 KG0161                         *CURRENT SURVEY CONTROL
 KG0161  ___________________________________________________________________
 KG0161* NAD 83(1986)-  39 36 47.     (N)    098 47 02.     (W)     SCALED    
 KG0161* NAVD 88     -       480.566  (meters)    1576.66   (feet)  ADJUSTED  
 KG0161  ___________________________________________________________________
 KG0161  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 KG0161  DYNAMIC HT  -         480.256 (meters)    1575.64  (feet)  COMP
 KG0161  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 KG0161
 KG0161  VERT ORDER  -  SECOND    CLASS 0
 KG0161
 KG0161.The horizontal coordinates were scaled from a topographic map and have
 KG0161.an estimated accuracy of +/- 6 seconds.
 KG0161
 KG0161.The orthometric height was determined by differential leveling
 KG0161.and adjusted by the National Geodetic Survey in June 1991..
 KG0161
 KG0161.The geoid height was determined by GEOID03.
 KG0161
 KG0161.The dynamic height is computed by dividing the NAVD 88
 KG0161.geopotential number by the normal gravity value computed on the
 KG0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0161.degrees latitude (g = 980.6199 gals.).
 KG0161
 KG0161.The modeled gravity was interpolated from observed gravity values.
 KG0161
 KG0161;                    North         East    Units  Estimated Accuracy
 KG0161;SPC KS N     -   142,360.      332,690.      MT  (+/- 180 meters Scaled)
 KG0161
 KG0161                          SUPERSEDED SURVEY CONTROL
 KG0161
 KG0161  NGVD 29 (??/??/92)  480.360  (m)         1575.98   (f) ADJ UNCH    2 0
 KG0161
 KG0161.Superseded values are not recommended for survey control.
 KG0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0161.See file dsdata.txt to determine how the superseded data were derived.
 KG0161
 KG0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ185848(NAD 83)
 KG0161_MARKER: DB = BENCH MARK DISK
 KG0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0161_STAMPING: G 169 1934
 KG0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0161+STABILITY: SURFACE MOTION
 KG0161
 KG0161  HISTORY     - Date     Condition        Report By
 KG0161  HISTORY     - 1934     MONUMENTED       CGS
 KG0161  HISTORY     - 1961     GOOD             NGS
 KG0161
 KG0161                          STATION DESCRIPTION
 KG0161
 KG0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KG0161'1 MI WNW FROM HARLAN.
 KG0161'1.0 MILE WEST-NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KG0161'THE STATION AT HARLAN, SMITH COUNTY, AT MILEPOST 553 35, AT A
 KG0161'POINT WHERE U.S. HIGHWAY 281 CURVES AWAY FROM THE TRACK AND GOES
 KG0161'NORTH, ABOUT 100 YARDS SOUTHWEST OF THE CENTER OF THE CURVE OF
 KG0161'U.S. HIGHWAY 281, AND 2 FEET SOUTH OF THE 2ND POWER POLE EAST OF
 KG0161'THE CORNER POWER POLE WHERE THE LINE CHANGES DIRECTION FROM NORTH
 KG0161'TO EAST, AND 42 FEET NORTH-NORTHEAST OF THE CENTER OF THE M.P.R.R.
 KG0161'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED G 169 1934, AND SET
 KG0161'IN A CONCRETE POST PROJECTING 6 INCHES.  THIS BENCH MARK MAY BE
 KG0161'REACHED FROM THE RAILROAD CROSSING IN SMITH CENTER BY GOING SOUTH
 KG0161'ON U.S. HIGHWAY 281 FOR 9.3 MILES TO THE JUNCTION OF STATE HIGHWAY
 KG0161'9.  CONTINUE SOUTH ALONG U.S. HIGHWAY 281 FOR 1.7 MILES TO WHERE
 KG0161'THE HIGHWAY CURVES EAST SOUTHEAST ALONG THE RAILROAD TRACKS AND
 KG0161'THE MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0419 ***********************************************************************
 HE0419  DESIGNATION -  G 17
 HE0419  PID         -  HE0419
 HE0419  STATE/COUNTY-  KS/LABETTE
 HE0419  USGS QUAD   -  VALEDA (1974)
 HE0419
 HE0419                         *CURRENT SURVEY CONTROL
 HE0419  ___________________________________________________________________
 HE0419* NAD 83(1986)-  37 05 23.     (N)    095 29 05.     (W)     SCALED    
 HE0419* NAVD 88     -       238.484  (meters)     782.43   (feet)  ADJUSTED  
 HE0419  ___________________________________________________________________
 HE0419  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 HE0419  DYNAMIC HT  -         238.295 (meters)     781.81  (feet)  COMP
 HE0419  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 HE0419
 HE0419  VERT ORDER  -  FIRST     CLASS II
 HE0419
 HE0419.The horizontal coordinates were scaled from a topographic map and have
 HE0419.an estimated accuracy of +/- 6 seconds.
 HE0419
 HE0419.The orthometric height was determined by differential leveling
 HE0419.and adjusted by the National Geodetic Survey in June 1991..
 HE0419
 HE0419.The geoid height was determined by GEOID03.
 HE0419
 HE0419.The dynamic height is computed by dividing the NAVD 88
 HE0419.geopotential number by the normal gravity value computed on the
 HE0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0419.degrees latitude (g = 980.6199 gals.).
 HE0419
 HE0419.The modeled gravity was interpolated from observed gravity values.
 HE0419
 HE0419;                    North         East    Units  Estimated Accuracy
 HE0419;SPC KS S     -   451,290.      668,040.      MT  (+/- 180 meters Scaled)
 HE0419
 HE0419                          SUPERSEDED SURVEY CONTROL
 HE0419
 HE0419  NGVD 29 (??/??/92)  238.351  (m)          781.99   (f) ADJ UNCH    1 2
 HE0419
 HE0419.Superseded values are not recommended for survey control.
 HE0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0419.See file dsdata.txt to determine how the superseded data were derived.
 HE0419
 HE0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB791077(NAD 83)
 HE0419_MARKER: DB = BENCH MARK DISK
 HE0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0419_STAMPING: G 17 1935
 HE0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0419+STABILITY: SURFACE MOTION
 HE0419
 HE0419  HISTORY     - Date     Condition        Report By
 HE0419  HISTORY     - 1933     MONUMENTED       CGS
 HE0419  HISTORY     - 1974     MARK NOT FOUND   USGS
 HE0419  HISTORY     - 1980     MARK NOT FOUND   NGS
 HE0419  HISTORY     - 1980     MARK NOT FOUND   NGS
 HE0419
 HE0419                          STATION DESCRIPTION
 HE0419
 HE0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0419'2.4 MI SW FROM ANGOLA.
 HE0419'ABOUT 2.4 MILES SOUTHWEST ALONG THE MISSOURI-KANSAS-TEXAS
 HE0419'RAILROAD FROM ANGOLA, LABETTE COUNTY, ABOUT 5 POLES SOUTHWEST
 HE0419'OF MILEPOST 159, ABOUT 250 FEET NORTH OF A ROAD CROSSING, ABOUT
 HE0419'45 FEET WEST OF THE TRACK, AND 2 FEET EAST OF A FENCE.  A
 HE0419'STANDARD DISK, STAMPED G 17 1933 AND SET IN THE TOP OF A CONCRETE
 HE0419'POST.
 HE0419
 HE0419                          STATION RECOVERY (1974)
 HE0419
 HE0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HE0419'MARK NOT FOUND.
 HE0419
 HE0419                          STATION RECOVERY (1980)
 HE0419
 HE0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0419'MARK NOT FOUND.
 HE0419
 HE0419                          STATION RECOVERY (1980)
 HE0419
 HE0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0024 ***********************************************************************
 KG0024  DESIGNATION -  G 171
 KG0024  PID         -  KG0024
 KG0024  STATE/COUNTY-  KS/JEWELL
 KG0024  USGS QUAD   -  NORTH BRANCH (1969)
 KG0024
 KG0024                         *CURRENT SURVEY CONTROL
 KG0024  ___________________________________________________________________
 KG0024* NAD 83(1986)-  39 56 26.     (N)    098 18 20.     (W)     SCALED    
 KG0024* NAVD 88     -       534.690  (meters)    1754.23   (feet)  ADJUSTED  
 KG0024  ___________________________________________________________________
 KG0024  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 KG0024  DYNAMIC HT  -         534.365 (meters)    1753.16  (feet)  COMP
 KG0024  MODELED GRAV-     980,000.2   (mgal)                       NAVD 88
 KG0024
 KG0024  VERT ORDER  -  SECOND    CLASS 0
 KG0024
 KG0024.The horizontal coordinates were scaled from a topographic map and have
 KG0024.an estimated accuracy of +/- 6 seconds.
 KG0024
 KG0024.The orthometric height was determined by differential leveling
 KG0024.and adjusted by the National Geodetic Survey in June 1991..
 KG0024
 KG0024.The geoid height was determined by GEOID03.
 KG0024
 KG0024.The dynamic height is computed by dividing the NAVD 88
 KG0024.geopotential number by the normal gravity value computed on the
 KG0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0024.degrees latitude (g = 980.6199 gals.).
 KG0024
 KG0024.The modeled gravity was interpolated from observed gravity values.
 KG0024
 KG0024;                    North         East    Units  Estimated Accuracy
 KG0024;SPC KS N     -   178,470.      373,880.      MT  (+/- 180 meters Scaled)
 KG0024
 KG0024                          SUPERSEDED SURVEY CONTROL
 KG0024
 KG0024  NGVD 29 (??/??/92)  534.485  (m)         1753.56   (f) ADJ UNCH    2 0
 KG0024
 KG0024.Superseded values are not recommended for survey control.
 KG0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0024.See file dsdata.txt to determine how the superseded data were derived.
 KG0024
 KG0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK593213(NAD 83)
 KG0024_MARKER: DD = SURVEY DISK
 KG0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0024_SP_SET: BRIDGE
 KG0024_STAMPING: G 171 1934
 KG0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0024
 KG0024  HISTORY     - Date     Condition        Report By
 KG0024  HISTORY     - 1934     MONUMENTED       KSGS
 KG0024  HISTORY     - 1959     GOOD             NGS
 KG0024  HISTORY     - 1959     GOOD             NGS
 KG0024
 KG0024                          STATION DESCRIPTION
 KG0024
 KG0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KG0024'5.1 MI N FROM BURR OAK.
 KG0024'5.1 MILES NORTH ALONG STATE HIGHWAY 28 FROM THE CITY WATER
 KG0024'TOWER AT BURR OAK, JEWELL COUNTY, AT THE SOUTH FOOT OF A HILL,
 KG0024'ABOUT 50 YARDS NORTH OF A WINDMILL, AND IN THE TOP OF THE SOUTHEAST
 KG0024'END OF A CONCRETE BRIDGE.  A STATE SURVEY STANDARD DISK, STAMPED
 KG0024'G 171 1934.
 KG0024
 KG0024                          STATION RECOVERY (1959)
 KG0024
 KG0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KG0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0253 ***********************************************************************
 HE0253  DESIGNATION -  G 18
 HE0253  PID         -  HE0253
 HE0253  STATE/COUNTY-  KS/CHEROKEE
 HE0253  USGS QUAD   -  HALLOWELL (1974)
 HE0253
 HE0253                         *CURRENT SURVEY CONTROL
 HE0253  ___________________________________________________________________
 HE0253* NAD 83(1986)-  37 10 43.     (N)    094 54 54.     (W)     SCALED    
 HE0253* NAVD 88     -       273.323  (meters)     896.73   (feet)  ADJUSTED  
 HE0253  ___________________________________________________________________
 HE0253  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HE0253  DYNAMIC HT  -         273.105 (meters)     896.01  (feet)  COMP
 HE0253  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 HE0253
 HE0253  VERT ORDER  -  FIRST     CLASS II
 HE0253
 HE0253.The horizontal coordinates were scaled from a topographic map and have
 HE0253.an estimated accuracy of +/- 6 seconds.
 HE0253
 HE0253.The orthometric height was determined by differential leveling
 HE0253.and adjusted by the National Geodetic Survey in June 1991..
 HE0253
 HE0253.The geoid height was determined by GEOID03.
 HE0253
 HE0253.The dynamic height is computed by dividing the NAVD 88
 HE0253.geopotential number by the normal gravity value computed on the
 HE0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0253.degrees latitude (g = 980.6199 gals.).
 HE0253
 HE0253.The modeled gravity was interpolated from observed gravity values.
 HE0253
 HE0253;                    North         East    Units  Estimated Accuracy
 HE0253;SPC KS S     -   462,940.      718,290.      MT  (+/- 180 meters Scaled)
 HE0253
 HE0253                          SUPERSEDED SURVEY CONTROL
 HE0253
 HE0253  NGVD 29 (??/??/92)  273.211  (m)          896.36   (f) ADJ UNCH    1 2
 HE0253
 HE0253.Superseded values are not recommended for survey control.
 HE0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0253.See file dsdata.txt to determine how the superseded data were derived.
 HE0253
 HE0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB300164(NAD 83)
 HE0253_MARKER: DB = BENCH MARK DISK
 HE0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0253_STAMPING: G 18 1933
 HE0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0253+STABILITY: SURFACE MOTION
 HE0253
 HE0253  HISTORY     - Date     Condition        Report By
 HE0253  HISTORY     - 1933     MONUMENTED       CGS
 HE0253  HISTORY     - 1944     GOOD             NGS
 HE0253
 HE0253                          STATION DESCRIPTION
 HE0253
 HE0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0253'4.5 MI W FROM COLUMBUS.
 HE0253'4.5 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0253'COLUMBUS, CHEROKEE COUNTY, 30-1/4 POLES WEST OF MILEPOST 347,
 HE0253'12 RAILS WEST OF A GRADE CROSSING, 400 FEET SOUTHWEST OF A WHITE
 HE0253'HOUSE, 100 FEET NORTH OF STATE HIGHWAY-96, AND 45 FEET NORTH
 HE0253'OF THE TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 HE0253
 HE0253                          STATION RECOVERY (1944)
 HE0253
 HE0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HE0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0519 ***********************************************************************
 HG0519  DESIGNATION -  G 180 RESET
 HG0519  PID         -  HG0519
 HG0519  STATE/COUNTY-  KS/CLARK
 HG0519  USGS QUAD   -  ASHLAND NW (1972)
 HG0519
 HG0519                         *CURRENT SURVEY CONTROL
 HG0519  ___________________________________________________________________
 HG0519* NAD 83(1986)-  37 09 58.     (N)    099 58 52.     (W)     SCALED    
 HG0519* NAVD 88     -       632.20   (meters)    2074.1    (feet)  RESET     
 HG0519  ___________________________________________________________________
 HG0519  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 HG0519
 HG0519  VERT ORDER  -  THIRD
 HG0519
 HG0519.The horizontal coordinates were scaled from a topographic map and have
 HG0519.an estimated accuracy of +/- 6 seconds.
 HG0519
 HG0519.The orthometric height was computed from unverified reset data.
 HG0519
 HG0519.The geoid height was determined by GEOID03.
 HG0519
 HG0519;                    North         East    Units  Estimated Accuracy
 HG0519;SPC KS S     -   456,480.      268,450.      MT  (+/- 180 meters Scaled)
 HG0519
 HG0519                          SUPERSEDED SURVEY CONTROL
 HG0519
 HG0519.No superseded survey control is available for this station.
 HG0519
 HG0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG128137(NAD 83)
 HG0519_MARKER: DB = BENCH MARK DISK
 HG0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0519_STAMPING: G 180 RESET 1962
 HG0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0519+STABILITY: SURFACE MOTION
 HG0519
 HG0519  HISTORY     - Date     Condition        Report By
 HG0519  HISTORY     - 1962     MONUMENTED       KSHC
 HG0519  HISTORY     - 1963     GOOD             NGS
 HG0519
 HG0519                          STATION DESCRIPTION
 HG0519
 HG0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HG0519'9.5 MI N FROM ENGLEWOOD.
 HG0519'9.5 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE ATCHISON, TOPEKA,
 HG0519'AND SANTA FE RAILWAY STATION AT ENGLEWOOD, CLARK COUNTY, 0.1
 HG0519'MILE SOUTHEAST OF AN UNPAINTED FRAME FARMHOUSE, 69.35 FEET EAST
 HG0519'OF CENTERLINE STATION 516+35 OF PROJECT 283-13-F021-1 (9),
 HG0519'28 FEET SOUTH OF THE CENTERLINE OF A SECTION-LINE ROAD IN AN
 HG0519'E-W FENCE, AND SET IN THE TOP OF A RECTANGULAR CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0454 ***********************************************************************
 HG0454  DESIGNATION -  G 181 RESET
 HG0454  PID         -  HG0454
 HG0454  STATE/COUNTY-  KS/KIOWA
 HG0454  USGS QUAD   -  COLDWATER NE (1980)
 HG0454
 HG0454                         *CURRENT SURVEY CONTROL
 HG0454  ___________________________________________________________________
 HG0454* NAD 83(1986)-  37 23 30.     (N)    099 19 09.     (W)     SCALED    
 HG0454* NAVD 88     -       659.99   (meters)    2165.3    (feet)  RESET     
 HG0454  ___________________________________________________________________
 HG0454  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 HG0454
 HG0454  VERT ORDER  -  THIRD
 HG0454
 HG0454.The horizontal coordinates were scaled from a topographic map and have
 HG0454.an estimated accuracy of +/- 6 seconds.
 HG0454
 HG0454.The orthometric height was computed from unverified reset data.
 HG0454
 HG0454.The geoid height was determined by GEOID03.
 HG0454
 HG0454;                    North         East    Units  Estimated Accuracy
 HG0454;SPC KS S     -   480,780.      327,460.      MT  (+/- 180 meters Scaled)
 HG0454
 HG0454                          SUPERSEDED SURVEY CONTROL
 HG0454
 HG0454.No superseded survey control is available for this station.
 HG0454
 HG0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG717383(NAD 83)
 HG0454_MARKER: DB = BENCH MARK DISK
 HG0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0454_STAMPING: G 181 RESET 1965
 HG0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0454+STABILITY: SURFACE MOTION
 HG0454
 HG0454  HISTORY     - Date     Condition        Report By
 HG0454  HISTORY     - 1965     MONUMENTED       CGS
 HG0454  HISTORY     - 1976     GOOD             LOCENG
 HG0454  HISTORY     - 1976     GOOD             LOCENG
 HG0454
 HG0454                          STATION DESCRIPTION
 HG0454
 HG0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HG0454'16.4 MI SW FROM GREENSBURG.
 HG0454'1.5 MILES WEST ON U.S. HIGHWAY 54 FROM GREENSBURG, THEN 14.85
 HG0454'MILES SOUTH ON U.S. HIGHWAY 183, ABOUT 100 FEET NORTHEAST OF THE
 HG0454'NORTHEAST CORNER OF A CONCRETE CULVERT, 89 FEET EAST OF THE
 HG0454'CENTER LINE OF HIGHWAY 183, 2.5 FEET SOUTH OF A TELEPHONE POLE,
 HG0454'AND 2 FEET NORTH OF A METAL WITNESS POST.  A STANDARD DISK
 HG0454'STAMPED G 181 RESET 1965, SET IN THE TOP OF A ROUND CONCRETE
 HG0454'MONUMENT WHICH PROJECTS 5 INCHES.
 HG0454
 HG0454                          STATION RECOVERY (1976)
 HG0454
 HG0454'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0454'RECOVERED IN GOOD CONDITION.
 HG0454
 HG0454                          STATION RECOVERY (1976)
 HG0454
 HG0454'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0508 ***********************************************************************
 HG0508  DESIGNATION -  G 182
 HG0508  PID         -  HG0508
 HG0508  STATE/COUNTY-  KS/COMANCHE
 HG0508  USGS QUAD   -  SUGARLOAF (1979)
 HG0508
 HG0508                         *CURRENT SURVEY CONTROL
 HG0508  ___________________________________________________________________
 HG0508* NAD 83(1986)-  37 11 46.     (N)    099 31 38.     (W)     SCALED    
 HG0508* NAVD 88     -       575.006  (meters)    1886.50   (feet)  ADJUSTED  
 HG0508  ___________________________________________________________________
 HG0508  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 HG0508  DYNAMIC HT  -         574.498 (meters)    1884.83  (feet)  COMP
 HG0508  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 HG0508
 HG0508  VERT ORDER  -  SECOND    CLASS 0
 HG0508
 HG0508.The horizontal coordinates were scaled from a topographic map and have
 HG0508.an estimated accuracy of +/- 6 seconds.
 HG0508
 HG0508.The orthometric height was determined by differential leveling
 HG0508.and adjusted by the National Geodetic Survey in June 1991..
 HG0508
 HG0508.The geoid height was determined by GEOID03.
 HG0508
 HG0508.The dynamic height is computed by dividing the NAVD 88
 HG0508.geopotential number by the normal gravity value computed on the
 HG0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0508.degrees latitude (g = 980.6199 gals.).
 HG0508
 HG0508.The modeled gravity was interpolated from observed gravity values.
 HG0508
 HG0508;                    North         East    Units  Estimated Accuracy
 HG0508;SPC KS S     -   459,260.      308,800.      MT  (+/- 180 meters Scaled)
 HG0508
 HG0508                          SUPERSEDED SURVEY CONTROL
 HG0508
 HG0508  NGVD 29 (??/??/92)  574.744  (m)         1885.64   (f) ADJ UNCH    2 0
 HG0508
 HG0508.Superseded values are not recommended for survey control.
 HG0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0508.See file dsdata.txt to determine how the superseded data were derived.
 HG0508
 HG0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG532167(NAD 83)
 HG0508_MARKER: DB = BENCH MARK DISK
 HG0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0508_STAMPING: G 182 1934
 HG0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0508+STABILITY: SURFACE MOTION
 HG0508
 HG0508  HISTORY     - Date     Condition        Report By
 HG0508  HISTORY     - 1934     MONUMENTED       CGS
 HG0508
 HG0508                          STATION DESCRIPTION
 HG0508
 HG0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0508'2.3 MI W FROM PROTECTION.
 HG0508'2.3 MILES WEST OF CITY WATER TOWER AT PROTECTION 220 FEET WEST
 HG0508'OF SECTION LINE ROAD, 108 FEET NORTHEAST OF THIRD POLE WEST
 HG0508'OF MILEPOST 137, 55 FEET NORTH OF NEAREST RAIL OF ATCHISON
 HG0508'TOPEKA AND SANTA FE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0249 ***********************************************************************
 HG0249  DESIGNATION -  G 183
 HG0249  PID         -  HG0249
 HG0249  STATE/COUNTY-  KS/BARBER
 HG0249  USGS QUAD   -  LAKE CITY (1973)
 HG0249
 HG0249                         *CURRENT SURVEY CONTROL
 HG0249  ___________________________________________________________________
 HG0249* NAD 83(1986)-  37 21 37.     (N)    098 51 12.     (W)     SCALED    
 HG0249* NAVD 88     -       498.264  (meters)    1634.72   (feet)  ADJUSTED  
 HG0249  ___________________________________________________________________
 HG0249  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 HG0249  DYNAMIC HT  -         497.836 (meters)    1633.32  (feet)  COMP
 HG0249  MODELED GRAV-     979,756.9   (mgal)                       NAVD 88
 HG0249
 HG0249  VERT ORDER  -  SECOND    CLASS 0
 HG0249
 HG0249.The horizontal coordinates were scaled from a topographic map and have
 HG0249.an estimated accuracy of +/- 6 seconds.
 HG0249
 HG0249.The orthometric height was determined by differential leveling
 HG0249.and adjusted by the National Geodetic Survey in June 1991..
 HG0249
 HG0249.The geoid height was determined by GEOID03.
 HG0249
 HG0249.The dynamic height is computed by dividing the NAVD 88
 HG0249.geopotential number by the normal gravity value computed on the
 HG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0249.degrees latitude (g = 980.6199 gals.).
 HG0249
 HG0249.The modeled gravity was interpolated from observed gravity values.
 HG0249
 HG0249;                    North         East    Units  Estimated Accuracy
 HG0249;SPC KS S     -   477,040.      368,700.      MT  (+/- 180 meters Scaled)
 HG0249
 HG0249                          SUPERSEDED SURVEY CONTROL
 HG0249
 HG0249  NGVD 29 (??/??/92)  498.031  (m)         1633.96   (f) ADJ UNCH    2 0
 HG0249
 HG0249.Superseded values are not recommended for survey control.
 HG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0249.See file dsdata.txt to determine how the superseded data were derived.
 HG0249
 HG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG129348(NAD 83)
 HG0249_MARKER: DB = BENCH MARK DISK
 HG0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0249_STAMPING: G 183 1934
 HG0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0249+STABILITY: SURFACE MOTION
 HG0249
 HG0249  HISTORY     - Date     Condition        Report By
 HG0249  HISTORY     - 1934     MONUMENTED       CGS
 HG0249  HISTORY     - 1940     GOOD             NGS
 HG0249
 HG0249                          STATION DESCRIPTION
 HG0249
 HG0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0249'1.9 MI W FROM LAKE CITY.
 HG0249'1.9 MILE WEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0249'TOPEKA, AND SANTA FE RR.  0.35 MILE EAST OF MILE POST NO. 36.
 HG0249'45 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY NO. 160.  43 FEET
 HG0249'NORTH OF NEAREST RAIL.  13.0 FEET WEST OF CENTER LINE OF GATE IN
 HG0249'NORTH PROPERTY LINE FENCE.  3.0 FEET EAST OF 4X4 INCH WOODEN
 HG0249'POST PAINTED WHITE PROJECTING 2.0 FEET.  STD. DISK BM IN CONCRETE
 HG0249'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0273 ***********************************************************************
 HG0273  DESIGNATION -  G 184
 HG0273  PID         -  HG0273
 HG0273  STATE/COUNTY-  KS/BARBER
 HG0273  USGS QUAD   -  GERLANE (1973)
 HG0273
 HG0273                         *CURRENT SURVEY CONTROL
 HG0273  ___________________________________________________________________
 HG0273* NAD 83(1986)-  37 09 10.     (N)    098 34 04.     (W)     SCALED    
 HG0273* NAVD 88     -       441.685  (meters)    1449.09   (feet)  ADJUSTED  
 HG0273  ___________________________________________________________________
 HG0273  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0273  DYNAMIC HT  -         441.306 (meters)    1447.85  (feet)  COMP
 HG0273  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 HG0273
 HG0273  VERT ORDER  -  SECOND    CLASS 0
 HG0273
 HG0273.The horizontal coordinates were scaled from a topographic map and have
 HG0273.an estimated accuracy of +/- 6 seconds.
 HG0273
 HG0273.The orthometric height was determined by differential leveling
 HG0273.and adjusted by the National Geodetic Survey in June 1991..
 HG0273
 HG0273.The geoid height was determined by GEOID03.
 HG0273
 HG0273.The dynamic height is computed by dividing the NAVD 88
 HG0273.geopotential number by the normal gravity value computed on the
 HG0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0273.degrees latitude (g = 980.6199 gals.).
 HG0273
 HG0273.The modeled gravity was interpolated from observed gravity values.
 HG0273
 HG0273;                    North         East    Units  Estimated Accuracy
 HG0273;SPC KS S     -   453,950.      393,980.      MT  (+/- 180 meters Scaled)
 HG0273
 HG0273                          SUPERSEDED SURVEY CONTROL
 HG0273
 HG0273  NGVD 29 (??/??/92)  441.487  (m)         1448.45   (f) ADJ UNCH    2 0
 HG0273
 HG0273.Superseded values are not recommended for survey control.
 HG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0273.See file dsdata.txt to determine how the superseded data were derived.
 HG0273
 HG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG383119(NAD 83)
 HG0273_MARKER: DB = BENCH MARK DISK
 HG0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0273_STAMPING: G-184 1934
 HG0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0273+STABILITY: SURFACE MOTION
 HG0273
 HG0273  HISTORY     - Date     Condition        Report By
 HG0273  HISTORY     - 1934     MONUMENTED       CGS
 HG0273
 HG0273                          STATION DESCRIPTION
 HG0273
 HG0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0273'9.9 MI SW FROM MEDICINE LODGE.
 HG0273'9.9 MILES SOUTHEAST OF MEDICINE LODGE A.T. AND S.F. STATION,
 HG0273'0.1 MILE WEST OF GERLANE, 50 FEET SOUTHWEST OF CENTER LINE
 HG0273'OF STATE HIGHWAY 8, 40 FEET NORTH OF CENTER LINE OF SECTION
 HG0273'LINE ROAD, WHERE HIGHWAY MAKES A CURBE, SET ON TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0274 ***********************************************************************
 HG0274  DESIGNATION -  G 184 RESET
 HG0274  PID         -  HG0274
 HG0274  STATE/COUNTY-  KS/BARBER
 HG0274  USGS QUAD   -  GERLANE (1973)
 HG0274
 HG0274                         *CURRENT SURVEY CONTROL
 HG0274  ___________________________________________________________________
 HG0274* NAD 83(1986)-  37 09 10.     (N)    098 34 05.     (W)     SCALED    
 HG0274* NAVD 88     -       441.50   (meters)    1448.5    (feet)  RESET     
 HG0274  ___________________________________________________________________
 HG0274  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0274
 HG0274  VERT ORDER  -  THIRD
 HG0274
 HG0274.The horizontal coordinates were scaled from a topographic map and have
 HG0274.an estimated accuracy of +/- 6 seconds.
 HG0274
 HG0274.The orthometric height was computed from unverified reset data.
 HG0274
 HG0274.The geoid height was determined by GEOID03.
 HG0274
 HG0274;                    North         East    Units  Estimated Accuracy
 HG0274;SPC KS S     -   453,950.      393,950.      MT  (+/- 180 meters Scaled)
 HG0274
 HG0274                          SUPERSEDED SURVEY CONTROL
 HG0274
 HG0274.No superseded survey control is available for this station.
 HG0274
 HG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG383119(NAD 83)
 HG0274_MARKER: DB = BENCH MARK DISK
 HG0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0274_STAMPING: G 184 RESET 1965
 HG0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0274+STABILITY: SURFACE MOTION
 HG0274
 HG0274  HISTORY     - Date     Condition        Report By
 HG0274  HISTORY     - 1965     MONUMENTED       CGS
 HG0274
 HG0274                          STATION DESCRIPTION
 HG0274
 HG0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HG0274'9.9 MI SE FROM MEDICINE LODGE.
 HG0274'ABOUT 9.9 MILES SOUTHEAST ALONG STATE HIGHWAY U.S. -281 FROM
 HG0274'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT MEDICINE
 HG0274'LODGE, BARBER COUNTY, ABOUT 1.0 MILE WEST OF GERLANE, ABOUT 40
 HG0274'FEET NORTH OF THE CENTERLINE OF A SECTION ROAD, ABOUT 185 FEET
 HG0274'EAST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 HG0274'POST.  THIS MARKER IS LOCATED IN THE SW 1/2 OF SECTION 19, T 33S,
 HG0274'R11W, BARBER COUNTY, KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0129 ***********************************************************************
 HG0129  DESIGNATION -  G 185
 HG0129  PID         -  HG0129
 HG0129  STATE/COUNTY-  KS/HARPER
 HG0129  USGS QUAD   -  CRISFIELD (1972)
 HG0129
 HG0129                         *CURRENT SURVEY CONTROL
 HG0129  ___________________________________________________________________
 HG0129* NAD 83(1986)-  37 11 45.     (N)    098 16 56.     (W)     SCALED    
 HG0129* NAVD 88     -       417.234  (meters)    1368.88   (feet)  ADJUSTED  
 HG0129  ___________________________________________________________________
 HG0129  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HG0129  DYNAMIC HT  -         416.882 (meters)    1367.72  (feet)  COMP
 HG0129  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 HG0129
 HG0129  VERT ORDER  -  SECOND    CLASS 0
 HG0129
 HG0129.The horizontal coordinates were scaled from a topographic map and have
 HG0129.an estimated accuracy of +/- 6 seconds.
 HG0129
 HG0129.The orthometric height was determined by differential leveling
 HG0129.and adjusted by the National Geodetic Survey in June 1991..
 HG0129
 HG0129.The geoid height was determined by GEOID03.
 HG0129
 HG0129.The dynamic height is computed by dividing the NAVD 88
 HG0129.geopotential number by the normal gravity value computed on the
 HG0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0129.degrees latitude (g = 980.6199 gals.).
 HG0129
 HG0129.The modeled gravity was interpolated from observed gravity values.
 HG0129
 HG0129;                    North         East    Units  Estimated Accuracy
 HG0129;SPC KS S     -   458,750.      419,340.      MT  (+/- 180 meters Scaled)
 HG0129
 HG0129                          SUPERSEDED SURVEY CONTROL
 HG0129
 HG0129  NGVD 29 (??/??/92)  417.078  (m)         1368.36   (f) ADJ UNCH    2 0
 HG0129
 HG0129.Superseded values are not recommended for survey control.
 HG0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0129.See file dsdata.txt to determine how the superseded data were derived.
 HG0129
 HG0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG637168(NAD 83)
 HG0129_MARKER: DB = BENCH MARK DISK
 HG0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0129_STAMPING: G 185 1934
 HG0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0129+STABILITY: SURFACE MOTION
 HG0129
 HG0129  HISTORY     - Date     Condition        Report By
 HG0129  HISTORY     - 1934     MONUMENTED       CGS
 HG0129
 HG0129                          STATION DESCRIPTION
 HG0129
 HG0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0129'2.4 MI NE FROM CRISFIELD.
 HG0129'2.4 MILES NORTHEAST OF CRISFIELD A.T. AND S.F. RR. STATION 72
 HG0129'FEET SOUTHEAST OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE
 HG0129'TRACK, 45 FEET NORTH OF CENTER LINE OF SECTION LINE ROAD, 12
 HG0129'FEET SOUTHEAST OF 3RD. POST NORTHEAST OF MILEPOST 290.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0294 ***********************************************************************
 JH0294  DESIGNATION -  G 19
 JH0294  PID         -  JH0294
 JH0294  STATE/COUNTY-  KS/GREELEY
 JH0294  USGS QUAD   -  TRIBUNE SE (1970)
 JH0294
 JH0294                         *CURRENT SURVEY CONTROL
 JH0294  ___________________________________________________________________
 JH0294* NAD 83(1986)-  38 20 58.     (N)    101 45 05.     (W)     SCALED    
 JH0294* NAVD 88     -      1099.471  (meters)    3607.18   (feet)  ADJUSTED  
 JH0294  ___________________________________________________________________
 JH0294  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 JH0294  DYNAMIC HT  -        1098.467 (meters)    3603.89  (feet)  COMP
 JH0294  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 JH0294
 JH0294  VERT ORDER  -  SECOND    CLASS 0
 JH0294
 JH0294.The horizontal coordinates were scaled from a topographic map and have
 JH0294.an estimated accuracy of +/- 6 seconds.
 JH0294
 JH0294.The orthometric height was determined by differential leveling
 JH0294.and adjusted by the National Geodetic Survey in June 1991..
 JH0294
 JH0294.The geoid height was determined by GEOID03.
 JH0294
 JH0294.The dynamic height is computed by dividing the NAVD 88
 JH0294.geopotential number by the normal gravity value computed on the
 JH0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0294.degrees latitude (g = 980.6199 gals.).
 JH0294
 JH0294.The modeled gravity was interpolated from observed gravity values.
 JH0294
 JH0294;                    North         East    Units  Estimated Accuracy
 JH0294;SPC KS S     -   591,720.      115,850.      MT  (+/- 180 meters Scaled)
 JH0294
 JH0294                          SUPERSEDED SURVEY CONTROL
 JH0294
 JH0294  NGVD 29 (??/??/92) 1099.022  (m)         3605.71   (f) ADJ UNCH    2 0
 JH0294
 JH0294.Superseded values are not recommended for survey control.
 JH0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0294.See file dsdata.txt to determine how the superseded data were derived.
 JH0294
 JH0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH595481(NAD 83)
 JH0294_MARKER: DB = BENCH MARK DISK
 JH0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0294_STAMPING: G 19 1934
 JH0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0294+STABILITY: SURFACE MOTION
 JH0294
 JH0294  HISTORY     - Date     Condition        Report By
 JH0294  HISTORY     - 1934     MONUMENTED       CGS
 JH0294  HISTORY     - 1972     GOOD             NGS
 JH0294
 JH0294                          STATION DESCRIPTION
 JH0294
 JH0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0294'8.7 MI S FROM TRIBUNE.
 JH0294'8.7 MILES SOUTH ALONG STATE HIGHWAY 27 FROM TRIBUNE, GREELEY
 JH0294'COUNTY, AT THE NORTHWEST CORNER OF SECTION 4, T 20 S, R 40 W,
 JH0294'95 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 31 FEET SOUTH
 JH0294'OF THE CENTERLINE OF THE EAST-AND-WEST SECTION-LINE ROAD, AND SET
 JH0294'IN THE TOP OF A CONCRETE POST.
 JH0294
 JH0294                          STATION RECOVERY (1972)
 JH0294
 JH0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JH0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0040 ***********************************************************************
 JH0040  DESIGNATION -  G 190
 JH0040  PID         -  JH0040
 JH0040  STATE/COUNTY-  KS/HODGEMAN
 JH0040  USGS QUAD   -  HORSE THIEF CANYON (1970)
 JH0040
 JH0040                         *CURRENT SURVEY CONTROL
 JH0040  ___________________________________________________________________
 JH0040* NAD 83(1986)-  38 04 23.     (N)    100 07 25.     (W)     SCALED    
 JH0040* NAVD 88     -       776.286  (meters)    2546.86   (feet)  ADJUSTED  
 JH0040  ___________________________________________________________________
 JH0040  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 JH0040  DYNAMIC HT  -         775.638 (meters)    2544.74  (feet)  COMP
 JH0040  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 JH0040
 JH0040  VERT ORDER  -  SECOND    CLASS 0
 JH0040
 JH0040.The horizontal coordinates were scaled from a topographic map and have
 JH0040.an estimated accuracy of +/- 6 seconds.
 JH0040
 JH0040.The orthometric height was determined by differential leveling
 JH0040.and adjusted by the National Geodetic Survey in June 1991..
 JH0040
 JH0040.The geoid height was determined by GEOID03.
 JH0040
 JH0040.The dynamic height is computed by dividing the NAVD 88
 JH0040.geopotential number by the normal gravity value computed on the
 JH0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0040.degrees latitude (g = 980.6199 gals.).
 JH0040
 JH0040.The modeled gravity was interpolated from observed gravity values.
 JH0040
 JH0040;                    North         East    Units  Estimated Accuracy
 JH0040;SPC KS S     -   557,330.      257,550.      MT  (+/- 180 meters Scaled)
 JH0040
 JH0040                          SUPERSEDED SURVEY CONTROL
 JH0040
 JH0040  NGVD 29 (??/??/92)  776.010  (m)         2545.96   (f) ADJ UNCH    2 0
 JH0040
 JH0040.Superseded values are not recommended for survey control.
 JH0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0040.See file dsdata.txt to determine how the superseded data were derived.
 JH0040
 JH0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH014145(NAD 83)
 JH0040_MARKER: DB = BENCH MARK DISK
 JH0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0040_SP_SET: CULVERT
 JH0040_STAMPING: G-190 1934
 JH0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0040
 JH0040  HISTORY     - Date     Condition        Report By
 JH0040  HISTORY     - 1934     MONUMENTED       CGS
 JH0040
 JH0040                          STATION DESCRIPTION
 JH0040
 JH0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0040'9.2 MI E FROM KALVESTA.
 JH0040'9.2 MILES EAST OF POST OFFICE, AT KALVESTA 30 FEET NORTH OF THE
 JH0040'CENTERLINE OF U.S. HIGHWAY 50-N.  ON TOP OF THE CENTER OF THE
 JH0040'NORTH HEADWALL OF CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0122 ***********************************************************************
 HH0122  DESIGNATION -  G 191
 HH0122  PID         -  HH0122
 HH0122  STATE/COUNTY-  KS/HASKELL
 HH0122  USGS QUAD   -  SUBLETTE (1977)
 HH0122
 HH0122                         *CURRENT SURVEY CONTROL
 HH0122  ___________________________________________________________________
 HH0122* NAD 83(1986)-  37 29 29.     (N)    100 49 00.     (W)     SCALED    
 HH0122* NAVD 88     -       886.067  (meters)    2907.04   (feet)  ADJUSTED  
 HH0122  ___________________________________________________________________
 HH0122  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 HH0122  DYNAMIC HT  -         885.235 (meters)    2904.31  (feet)  COMP
 HH0122  MODELED GRAV-     979,661.8   (mgal)                       NAVD 88
 HH0122
 HH0122  VERT ORDER  -  SECOND    CLASS 0
 HH0122
 HH0122.The horizontal coordinates were scaled from a topographic map and have
 HH0122.an estimated accuracy of +/- 6 seconds.
 HH0122
 HH0122.The orthometric height was determined by differential leveling
 HH0122.and adjusted by the National Geodetic Survey in June 1991..
 HH0122
 HH0122.The geoid height was determined by GEOID03.
 HH0122
 HH0122.The dynamic height is computed by dividing the NAVD 88
 HH0122.geopotential number by the normal gravity value computed on the
 HH0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0122.degrees latitude (g = 980.6199 gals.).
 HH0122
 HH0122.The modeled gravity was interpolated from observed gravity values.
 HH0122
 HH0122;                    North         East    Units  Estimated Accuracy
 HH0122;SPC KS S     -   494,080.      195,150.      MT  (+/- 180 meters Scaled)
 HH0122
 HH0122                          SUPERSEDED SURVEY CONTROL
 HH0122
 HH0122  NGVD 29 (??/??/92)  885.698  (m)         2905.83   (f) ADJ UNCH    2 0
 HH0122
 HH0122.Superseded values are not recommended for survey control.
 HH0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0122.See file dsdata.txt to determine how the superseded data were derived.
 HH0122
 HH0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG393509(NAD 83)
 HH0122_MARKER: DB = BENCH MARK DISK
 HH0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0122_STAMPING: G 191 1934
 HH0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0122+STABILITY: SURFACE MOTION
 HH0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HH0122+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 HH0122
 HH0122  HISTORY     - Date     Condition        Report By
 HH0122  HISTORY     - 1934     MONUMENTED       CGS
 HH0122  HISTORY     - 1959     MARK NOT FOUND   USGS
 HH0122  HISTORY     - 20050607 GOOD             INDIV
 HH0122
 HH0122                          STATION DESCRIPTION
 HH0122
 HH0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0122'1.5 MI NE FROM SUBLETTE.
 HH0122'ABOUT 1.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HH0122'FE RAILWAY FROM THE STATION AT SUBLETTE, HASKELL COUNTY, 18 FEET
 HH0122'EAST OF MILEPOST 48, ABOUT 60 FEET NORTH OF THE CENTER LINE OF
 HH0122'STATE HIGHWAY 45, 45 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 HH0122'AND 27 FEET NORTHWEST OF A FENCE CORNER.  A STANDARD DISK,
 HH0122'STAMPED G 191 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0122
 HH0122                          STATION RECOVERY (1959)
 HH0122
 HH0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HH0122'MARK NOT FOUND.
 HH0122
 HH0122                          STATION RECOVERY (2005)
 HH0122
 HH0122'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLE)
 HH0122'MARK STILL NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0015 ***********************************************************************
 HH0015  DESIGNATION -  G 192
 HH0015  PID         -  HH0015
 HH0015  STATE/COUNTY-  KS/FORD
 HH0015  USGS QUAD   -  SOUTH DODGE (1984)
 HH0015
 HH0015                         *CURRENT SURVEY CONTROL
 HH0015  ___________________________________________________________________
 HH0015* NAD 83(1986)-  37 43 56.     (N)    100 02 25.     (W)     SCALED    
 HH0015* NAVD 88     -       762.856  (meters)    2502.80   (feet)  ADJUSTED  
 HH0015  ___________________________________________________________________
 HH0015  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 HH0015  DYNAMIC HT  -         762.192 (meters)    2500.62  (feet)  COMP
 HH0015  MODELED GRAV-     979,734.5   (mgal)                       NAVD 88
 HH0015
 HH0015  VERT ORDER  -  SECOND    CLASS 0
 HH0015
 HH0015.The horizontal coordinates were scaled from a topographic map and have
 HH0015.an estimated accuracy of +/- 6 seconds.
 HH0015
 HH0015.The orthometric height was determined by differential leveling
 HH0015.and adjusted by the National Geodetic Survey in June 1991..
 HH0015
 HH0015.The geoid height was determined by GEOID03.
 HH0015
 HH0015.The dynamic height is computed by dividing the NAVD 88
 HH0015.geopotential number by the normal gravity value computed on the
 HH0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0015.degrees latitude (g = 980.6199 gals.).
 HH0015
 HH0015.The modeled gravity was interpolated from observed gravity values.
 HH0015
 HH0015;                    North         East    Units  Estimated Accuracy
 HH0015;SPC KS S     -   519,380.      264,240.      MT  (+/- 180 meters Scaled)
 HH0015
 HH0015                          SUPERSEDED SURVEY CONTROL
 HH0015
 HH0015  NGVD 29 (??/??/92)  762.519  (m)         2501.70   (f) ADJ UNCH    2 0
 HH0015
 HH0015.Superseded values are not recommended for survey control.
 HH0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0015.See file dsdata.txt to determine how the superseded data were derived.
 HH0015
 HH0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG083766(NAD 83)
 HH0015_MARKER: DB = BENCH MARK DISK
 HH0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0015_STAMPING: G-192 1934
 HH0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0015+STABILITY: SURFACE MOTION
 HH0015
 HH0015  HISTORY     - Date     Condition        Report By
 HH0015  HISTORY     - 1934     MONUMENTED       CGS
 HH0015
 HH0015                          STATION DESCRIPTION
 HH0015
 HH0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0015'2.3 MI SW FROM DODGE CITY.
 HH0015'2.3 MILES SOUTHWEST OF AT AND SF RR DEPOT, AT DODGE CITY 225 FEET
 HH0015'NORTHEAST OF MILEPOST 2.  53 FEET NORTHWEST OF CENTER LINE OF
 HH0015'STATE HIGHWAY 45.  47 FEET SOUTHEAST OF CENTERLINE OF ATCHISON
 HH0015'TOPEKA AND SANTA FE RAILROAD.  3 FEET NORTHWEST OF RIGHT-OF-WAY
 HH0015'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0373 ***********************************************************************
 HG0373  DESIGNATION -  G 193
 HG0373  PID         -  HG0373
 HG0373  STATE/COUNTY-  KS/KIOWA
 HG0373  USGS QUAD   -  GREENSBURG NE (1984)
 HG0373
 HG0373                         *CURRENT SURVEY CONTROL
 HG0373  ___________________________________________________________________
 HG0373* NAD 83(1986)-  37 38 45.     (N)    099 17 42.     (W)     SCALED    
 HG0373* NAVD 88     -       670.471  (meters)    2199.70   (feet)  ADJUSTED  
 HG0373  ___________________________________________________________________
 HG0373  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 HG0373  DYNAMIC HT  -         669.897 (meters)    2197.82  (feet)  COMP
 HG0373  MODELED GRAV-     979,751.3   (mgal)                       NAVD 88
 HG0373
 HG0373  VERT ORDER  -  SECOND    CLASS 0
 HG0373
 HG0373.The horizontal coordinates were scaled from a topographic map and have
 HG0373.an estimated accuracy of +/- 6 seconds.
 HG0373
 HG0373.The orthometric height was determined by differential leveling
 HG0373.and adjusted by the National Geodetic Survey in June 1991..
 HG0373
 HG0373.The geoid height was determined by GEOID03.
 HG0373
 HG0373.The dynamic height is computed by dividing the NAVD 88
 HG0373.geopotential number by the normal gravity value computed on the
 HG0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0373.degrees latitude (g = 980.6199 gals.).
 HG0373
 HG0373.The modeled gravity was interpolated from observed gravity values.
 HG0373
 HG0373;                    North         East    Units  Estimated Accuracy
 HG0373;SPC KS S     -   508,970.      329,840.      MT  (+/- 180 meters Scaled)
 HG0373
 HG0373                          SUPERSEDED SURVEY CONTROL
 HG0373
 HG0373  NGVD 29 (??/??/92)  670.186  (m)         2198.77   (f) ADJ UNCH    2 0
 HG0373
 HG0373.Superseded values are not recommended for survey control.
 HG0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0373.See file dsdata.txt to determine how the superseded data were derived.
 HG0373
 HG0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG739665(NAD 83)
 HG0373_MARKER: DB = BENCH MARK DISK
 HG0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0373_STAMPING: G-193 1934
 HG0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0373+STABILITY: SURFACE MOTION
 HG0373
 HG0373  HISTORY     - Date     Condition        Report By
 HG0373  HISTORY     - 1934     MONUMENTED       CGS
 HG0373  HISTORY     - 1967     MARK NOT FOUND   USGS
 HG0373
 HG0373                          STATION DESCRIPTION
 HG0373
 HG0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0373'2.6 MI N FROM GREENSBURG.
 HG0373'2.6 MILES NORTH OF GREENSBURG C.R.I. AND P. RR. STATION 30 FEET
 HG0373'WEST OF CENTERLINE OF STATE HIGHWAY 1.  34 FEET NORTH OF CENTERLINE
 HG0373'OF EAST AND WEST SECTION LINE ROAD.  58 FEET NORTH OF FENCE
 HG0373'CORNER.  2 FEET EAST OF FENCE LINE.
 HG0373
 HG0373                          STATION RECOVERY (1967)
 HG0373
 HG0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HG0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0438 ***********************************************************************
 JG0438  DESIGNATION -  G 194
 JG0438  PID         -  JG0438
 JG0438  STATE/COUNTY-  KS/PAWNEE
 JG0438  USGS QUAD   -  FORT LARNED (1970)
 JG0438
 JG0438                         *CURRENT SURVEY CONTROL
 JG0438  ___________________________________________________________________
 JG0438* NAD 83(1986)-  38 09 22.     (N)    099 07 34.     (W)     SCALED    
 JG0438* NAVD 88     -       612.666  (meters)    2010.06   (feet)  ADJUSTED  
 JG0438  ___________________________________________________________________
 JG0438  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 JG0438  DYNAMIC HT  -         612.189 (meters)    2008.49  (feet)  COMP
 JG0438  MODELED GRAV-     979,830.8   (mgal)                       NAVD 88
 JG0438
 JG0438  VERT ORDER  -  SECOND    CLASS 0
 JG0438
 JG0438.The horizontal coordinates were scaled from a topographic map and have
 JG0438.an estimated accuracy of +/- 6 seconds.
 JG0438
 JG0438.The orthometric height was determined by differential leveling
 JG0438.and adjusted by the National Geodetic Survey in June 1991..
 JG0438
 JG0438.The geoid height was determined by GEOID03.
 JG0438
 JG0438.The dynamic height is computed by dividing the NAVD 88
 JG0438.geopotential number by the normal gravity value computed on the
 JG0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0438.degrees latitude (g = 980.6199 gals.).
 JG0438
 JG0438.The modeled gravity was interpolated from observed gravity values.
 JG0438
 JG0438;                    North         East    Units  Estimated Accuracy
 JG0438;SPC KS S     -   565,490.      345,130.      MT  (+/- 180 meters Scaled)
 JG0438
 JG0438                          SUPERSEDED SURVEY CONTROL
 JG0438
 JG0438  NGVD 29 (??/??/92)  612.493  (m)         2009.49   (f) ADJ UNCH    2 0
 JG0438
 JG0438.Superseded values are not recommended for survey control.
 JG0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0438.See file dsdata.txt to determine how the superseded data were derived.
 JG0438
 JG0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH889231(NAD 83)
 JG0438_MARKER: DB = BENCH MARK DISK
 JG0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0438_STAMPING: G 194 1934
 JG0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0438+STABILITY: SURFACE MOTION
 JG0438
 JG0438  HISTORY     - Date     Condition        Report By
 JG0438  HISTORY     - 1934     MONUMENTED       CGS
 JG0438  HISTORY     - 1940     GOOD             NGS
 JG0438
 JG0438                          STATION DESCRIPTION
 JG0438
 JG0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0438'2.2 MI SW FROM LARNED.
 JG0438'2.2 MILES SOUTHWEST, ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA, AND
 JG0438'SANTA FE RR.  81 FEET NORTHWEST OF MILE POST NO. 294.  76 FEET
 JG0438'SOUTHEAST OF STATE HIGHWAY NO. 45.  36 FEET NORTHWEST OF CENTER
 JG0438'LINE OF TRACK.  3.0 FEET NORTH OF 4 X 4 INCH WHITE WOODEN POST
 JG0438'PROJECTING 0.25 FOOT.  STD. DISK BM IN CONCRETE POST PROJECTING
 JG0438'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0289 ***********************************************************************
 JG0289  DESIGNATION -  G 195
 JG0289  PID         -  JG0289
 JG0289  STATE/COUNTY-  KS/RUSH
 JG0289  USGS QUAD   -  BISON (1966)
 JG0289
 JG0289                         *CURRENT SURVEY CONTROL
 JG0289  ___________________________________________________________________
 JG0289* NAD 83(1986)-  38 31 22.     (N)    099 09 23.     (W)     SCALED    
 JG0289* NAVD 88     -       614.457  (meters)    2015.93   (feet)  ADJUSTED  
 JG0289  ___________________________________________________________________
 JG0289  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0289  DYNAMIC HT  -         613.990 (meters)    2014.40  (feet)  COMP
 JG0289  MODELED GRAV-     979,848.9   (mgal)                       NAVD 88
 JG0289
 JG0289  VERT ORDER  -  SECOND    CLASS 0
 JG0289
 JG0289.The horizontal coordinates were scaled from a topographic map and have
 JG0289.an estimated accuracy of +/- 6 seconds.
 JG0289
 JG0289.The orthometric height was determined by differential leveling
 JG0289.and adjusted by the National Geodetic Survey in June 1991..
 JG0289
 JG0289.The geoid height was determined by GEOID03.
 JG0289
 JG0289.The dynamic height is computed by dividing the NAVD 88
 JG0289.geopotential number by the normal gravity value computed on the
 JG0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0289.degrees latitude (g = 980.6199 gals.).
 JG0289
 JG0289.The modeled gravity was interpolated from observed gravity values.
 JG0289
 JG0289;                    North         East    Units  Estimated Accuracy
 JG0289;SPC KS S     -   606,210.      342,760.      MT  (+/- 180 meters Scaled)
 JG0289
 JG0289                          SUPERSEDED SURVEY CONTROL
 JG0289
 JG0289  NGVD 29 (??/??/92)  614.208  (m)         2015.11   (f) ADJ UNCH    2 0
 JG0289
 JG0289.Superseded values are not recommended for survey control.
 JG0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0289.See file dsdata.txt to determine how the superseded data were derived.
 JG0289
 JG0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH863638(NAD 83)
 JG0289_MARKER: DB = BENCH MARK DISK
 JG0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0289_STAMPING: G 195 1934
 JG0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0289+STABILITY: SURFACE MOTION
 JG0289
 JG0289  HISTORY     - Date     Condition        Report By
 JG0289  HISTORY     - 1934     MONUMENTED       CGS
 JG0289  HISTORY     - 1964     MARK NOT FOUND   USGS
 JG0289
 JG0289                          STATION DESCRIPTION
 JG0289
 JG0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0289'8.4 MI E FROM LA CROSSE.
 JG0289'8.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE CITY
 JG0289'HALL AT LA CROSSE, RUSH COUNTY, 125 FEET EAST OF MILEPOST 582,
 JG0289'138 FEET WEST OF SEMAPHORE 5818, 38 FEET SOUTH OF THE CENTER
 JG0289'LINE OF THE TRACK, AND 2 FEET NORTH OF A POLE.  A STANDARD
 JG0289'DISK, STAMPED G 195 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JG0289
 JG0289                          STATION RECOVERY (1964)
 JG0289
 JG0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JG0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0400 ***********************************************************************
 JG0400  DESIGNATION -  G 196
 JG0400  PID         -  JG0400
 JG0400  STATE/COUNTY-  KS/RUSH
 JG0400  USGS QUAD   -  LIEBENTHAL (1968)
 JG0400
 JG0400                         *CURRENT SURVEY CONTROL
 JG0400  ___________________________________________________________________
 JG0400* NAD 83(1986)-  38 41 48.     (N)    099 19 10.     (W)     SCALED    
 JG0400* NAVD 88     -       601.050  (meters)    1971.94   (feet)  ADJUSTED  
 JG0400  ___________________________________________________________________
 JG0400  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 JG0400  DYNAMIC HT  -         600.596 (meters)    1970.46  (feet)  COMP
 JG0400  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 JG0400
 JG0400  VERT ORDER  -  SECOND    CLASS 0
 JG0400
 JG0400.The horizontal coordinates were scaled from a topographic map and have
 JG0400.an estimated accuracy of +/- 6 seconds.
 JG0400
 JG0400.The orthometric height was determined by differential leveling
 JG0400.and adjusted by the National Geodetic Survey in June 1991..
 JG0400
 JG0400.The geoid height was determined by GEOID03.
 JG0400
 JG0400.The dynamic height is computed by dividing the NAVD 88
 JG0400.geopotential number by the normal gravity value computed on the
 JG0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0400.degrees latitude (g = 980.6199 gals.).
 JG0400
 JG0400.The modeled gravity was interpolated from observed gravity values.
 JG0400
 JG0400;                    North         East    Units  Estimated Accuracy
 JG0400;SPC KS S     -   625,620.      328,710.      MT  (+/- 180 meters Scaled)
 JG0400
 JG0400                          SUPERSEDED SURVEY CONTROL
 JG0400
 JG0400  NGVD 29 (??/??/92)  600.801  (m)         1971.13   (f) ADJ UNCH    2 0
 JG0400
 JG0400.Superseded values are not recommended for survey control.
 JG0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0400.See file dsdata.txt to determine how the superseded data were derived.
 JG0400
 JG0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH722831(NAD 83)
 JG0400_MARKER: DB = BENCH MARK DISK
 JG0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0400_STAMPING: G 196 1934
 JG0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0400+STABILITY: SURFACE MOTION
 JG0400
 JG0400  HISTORY     - Date     Condition        Report By
 JG0400  HISTORY     - 1934     MONUMENTED       CGS
 JG0400  HISTORY     - 1940     GOOD             NGS
 JG0400
 JG0400                          STATION DESCRIPTION
 JG0400
 JG0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0400'2.8 MI N FROM LIEBENTHAL.
 JG0400'2.8 MILES NORTH ALONG HIGHWAYS FREOM THE LIEBENTHAL BANK BUILDING.
 JG0400'TO REACH FROM THE LIEBENTHAL BANK BUILDING, PROCEED NORTHWARD
 JG0400'ALONG HIGHWAYS U.S. NO. 183 AND STATE NO. 1, GO 2.8 MILES.
 JG0400'169 FEET SOUTH OF CENTER OF INTERSECTION OF HIGHWAYS AND A DIRT
 JG0400'SECTION ROAD.  46 FEET WEST OF CENTER LINE OF THE HIGHWAY.
 JG0400'1.5 FEET EAST OF WIRE FENCE.  3.0 FEET SOUTH OF A 4 X 4 INCH
 JG0400'WHITE WOODEN POST PROJECTING 18 INCHES.  STD. DISK B M IN TOP
 JG0400'OF AN 8 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1099 ***********************************************************************
 JF1099  DESIGNATION -  G 197
 JF1099  PID         -  JF1099
 JF1099  STATE/COUNTY-  KS/MCPHERSON
 JF1099  USGS QUAD   -  MARQUETTE (1979)
 JF1099
 JF1099                         *CURRENT SURVEY CONTROL
 JF1099  ___________________________________________________________________
 JF1099* NAD 83(1986)-  38 33 21.     (N)    097 52 06.     (W)     SCALED    
 JF1099* NAVD 88     -       423.147  (meters)    1388.27   (feet)  ADJUSTED  
 JF1099  ___________________________________________________________________
 JF1099  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 JF1099  DYNAMIC HT  -         422.842 (meters)    1387.27  (feet)  COMP
 JF1099  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 JF1099
 JF1099  VERT ORDER  -  SECOND    CLASS 0
 JF1099
 JF1099.The horizontal coordinates were scaled from a topographic map and have
 JF1099.an estimated accuracy of +/- 6 seconds.
 JF1099
 JF1099.The orthometric height was determined by differential leveling
 JF1099.and adjusted by the National Geodetic Survey in June 1991..
 JF1099
 JF1099.The geoid height was determined by GEOID03.
 JF1099
 JF1099.The dynamic height is computed by dividing the NAVD 88
 JF1099.geopotential number by the normal gravity value computed on the
 JF1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1099.degrees latitude (g = 980.6199 gals.).
 JF1099
 JF1099.The modeled gravity was interpolated from observed gravity values.
 JF1099
 JF1099;                    North         East    Units  Estimated Accuracy
 JF1099;SPC KS S     -   609,860.      455,060.      MT  (+/- 180 meters Scaled)
 JF1099
 JF1099                          SUPERSEDED SURVEY CONTROL
 JF1099
 JF1099  NGVD 29 (??/??/92)  423.005  (m)         1387.81   (f) ADJ UNCH    2 0
 JF1099
 JF1099.Superseded values are not recommended for survey control.
 JF1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1099.See file dsdata.txt to determine how the superseded data were derived.
 JF1099
 JF1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH986680(NAD 83)
 JF1099_MARKER: DB = BENCH MARK DISK
 JF1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1099_STAMPING: G-197 1934
 JF1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1099+STABILITY: SURFACE MOTION
 JF1099
 JF1099  HISTORY     - Date     Condition        Report By
 JF1099  HISTORY     - 1934     MONUMENTED       CGS
 JF1099
 JF1099                          STATION DESCRIPTION
 JF1099
 JF1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF1099'11.4 MI W FROM LINDSBORG.
 JF1099'11.4 MILES WEST OF LINDSBORG GRIST MILL AT LINDSBORG 1,800 FEET
 JF1099'EAST OF MILE POST 508, 48 FEET NORTH OF CENTERLINE OF MISSOURI
 JF1099'PACIFIC RAILROAD.  36 FEET EAST OF CENTERLINE OF NORTH AND SOUTH
 JF1099'SECTION LINE ROAD.  2 FEET SOUTH OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0190 ***********************************************************************
 JG0190  DESIGNATION -  G 198
 JG0190  PID         -  JG0190
 JG0190  STATE/COUNTY-  KS/BARTON
 JG0190  USGS QUAD   -  ELLINWOOD (1979)
 JG0190
 JG0190                         *CURRENT SURVEY CONTROL
 JG0190  ___________________________________________________________________
 JG0190* NAD 83(1986)-  38 20 50.     (N)    098 33 17.     (W)     SCALED    
 JG0190* NAVD 88     -       541.750  (meters)    1777.39   (feet)  ADJUSTED  
 JG0190  ___________________________________________________________________
 JG0190  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 JG0190  DYNAMIC HT  -         541.350 (meters)    1776.08  (feet)  COMP
 JG0190  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 JG0190
 JG0190  VERT ORDER  -  SECOND    CLASS 0
 JG0190
 JG0190.The horizontal coordinates were scaled from a topographic map and have
 JG0190.an estimated accuracy of +/- 6 seconds.
 JG0190
 JG0190.The orthometric height was determined by differential leveling
 JG0190.and adjusted by the National Geodetic Survey in June 1991..
 JG0190
 JG0190.The geoid height was determined by GEOID03.
 JG0190
 JG0190.The dynamic height is computed by dividing the NAVD 88
 JG0190.geopotential number by the normal gravity value computed on the
 JG0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0190.degrees latitude (g = 980.6199 gals.).
 JG0190
 JG0190.The modeled gravity was interpolated from observed gravity values.
 JG0190
 JG0190;                    North         East    Units  Estimated Accuracy
 JG0190;SPC KS S     -   586,520.      395,220.      MT  (+/- 180 meters Scaled)
 JG0190
 JG0190                          SUPERSEDED SURVEY CONTROL
 JG0190
 JG0190  NGVD 29 (??/??/92)  541.618  (m)         1776.96   (f) ADJ UNCH    2 0
 JG0190
 JG0190.Superseded values are not recommended for survey control.
 JG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0190.See file dsdata.txt to determine how the superseded data were derived.
 JG0190
 JG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH389444(NAD 83)
 JG0190_MARKER: DB = BENCH MARK DISK
 JG0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0190_STAMPING: G 198 1934
 JG0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0190+STABILITY: SURFACE MOTION
 JG0190
 JG0190  HISTORY     - Date     Condition        Report By
 JG0190  HISTORY     - 1934     MONUMENTED       CGS
 JG0190  HISTORY     - 1955     GOOD             NGS
 JG0190
 JG0190                          STATION DESCRIPTION
 JG0190
 JG0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JG0190'1.9 MI SE FROM ELLINWOOD.
 JG0190'1.9 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JG0190'RAILWAY FROM THE STATION AT ELLINWOOD, BARTON COUNTY, 62 FEET
 JG0190'NORTH OF MILEPOST 258, 36 FEET SOUTHWEST OF THE CENTERLINE
 JG0190'OF THE TRACK, 35 FEET SOUTH OF AN EAST-WEST ROAD CROSSING NEAR
 JG0190'THE EAST 1/16 CORNER OF SECTIONS 5 AND 32 T, 20 AND 19, R 11 W,
 JG0190'AND 14 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD
 JG0190'DISK, STAMPED G 198 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0057 ***********************************************************************
 HG0057  DESIGNATION -  G 199
 HG0057  PID         -  HG0057
 HG0057  STATE/COUNTY-  KS/RENO
 HG0057  USGS QUAD   -  SYLVIA (1971)
 HG0057
 HG0057                         *CURRENT SURVEY CONTROL
 HG0057  ___________________________________________________________________
 HG0057* NAD 83(1986)-  37 57 30.     (N)    098 27 33.     (W)     SCALED    
 HG0057* NAVD 88     -       538.787  (meters)    1767.67   (feet)  ADJUSTED  
 HG0057  ___________________________________________________________________
 HG0057  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 HG0057  DYNAMIC HT  -         538.361 (meters)    1766.27  (feet)  COMP
 HG0057  MODELED GRAV-     979,821.8   (mgal)                       NAVD 88
 HG0057
 HG0057  VERT ORDER  -  SECOND    CLASS 0
 HG0057
 HG0057.The horizontal coordinates were scaled from a topographic map and have
 HG0057.an estimated accuracy of +/- 6 seconds.
 HG0057
 HG0057.The orthometric height was determined by differential leveling
 HG0057.and adjusted by the National Geodetic Survey in June 1991..
 HG0057
 HG0057.The geoid height was determined by GEOID03.
 HG0057
 HG0057.The dynamic height is computed by dividing the NAVD 88
 HG0057.geopotential number by the normal gravity value computed on the
 HG0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0057.degrees latitude (g = 980.6199 gals.).
 HG0057
 HG0057.The modeled gravity was interpolated from observed gravity values.
 HG0057
 HG0057;                    North         East    Units  Estimated Accuracy
 HG0057;SPC KS S     -   543,360.      403,590.      MT  (+/- 180 meters Scaled)
 HG0057
 HG0057                          SUPERSEDED SURVEY CONTROL
 HG0057
 HG0057  NGVD 29 (??/??/92)  538.642  (m)         1767.19   (f) ADJ UNCH    2 0
 HG0057
 HG0057.Superseded values are not recommended for survey control.
 HG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0057.See file dsdata.txt to determine how the superseded data were derived.
 HG0057
 HG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH475013(NAD 83)
 HG0057_MARKER: DB = BENCH MARK DISK
 HG0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0057_STAMPING: G 199 1934
 HG0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0057+STABILITY: SURFACE MOTION
 HG0057
 HG0057  HISTORY     - Date     Condition        Report By
 HG0057  HISTORY     - 1934     MONUMENTED       CGS
 HG0057
 HG0057                          STATION DESCRIPTION
 HG0057
 HG0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0057'2.5 MI W FROM SYLVIA.
 HG0057'2.5 MILES WEST OF AT AND SF RR DEPOT AT SYLVIA 20 FEET EAST OF THIRD
 HG0057'POLE EAST OF MILE POST 249.  60 FEET WEST OF NORTH-AND-SOUTH
 HG0057'SECTION ROAD.  42 FEET SOUTH OF CENTERLINE OF ATCHISON TOPEKA AND
 HG0057'SANTA FE RAILROAD.  8 FEET NORTH OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0342 ***********************************************************************
 JH0342  DESIGNATION -  G 20
 JH0342  PID         -  JH0342
 JH0342  STATE/COUNTY-  KS/HAMILTON
 JH0342  USGS QUAD   -  EAST BRIDGE CREEK SOUTH (1966)
 JH0342
 JH0342                         *CURRENT SURVEY CONTROL
 JH0342  ___________________________________________________________________
 JH0342* NAD 83(1986)-  38 01 29.     (N)    101 55 37.     (W)     SCALED    
 JH0342* NAVD 88     -      1009.73   (+/-2cm)    3312.8    (feet)  VERTCON   
 JH0342  ___________________________________________________________________
 JH0342  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 JH0342
 JH0342  VERT ORDER  -  ? (See Below)
 JH0342
 JH0342.The horizontal coordinates were scaled from a topographic map and have
 JH0342.an estimated accuracy of +/- 6 seconds.
 JH0342
 JH0342.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0342.The vertical order pertains to the NGVD 29 superseded value.
 JH0342
 JH0342.The geoid height was determined by GEOID03.
 JH0342
 JH0342;                    North         East    Units  Estimated Accuracy
 JH0342;SPC KS S     -   556,250.       99,190.      MT  (+/- 180 meters Scaled)
 JH0342
 JH0342                          SUPERSEDED SURVEY CONTROL
 JH0342
 JH0342  NGVD 29 (??/??/92) 1009.316  (m)         3311.40   (f) ADJ UNCH    ?  
 JH0342
 JH0342.Superseded values are not recommended for survey control.
 JH0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0342.See file dsdata.txt to determine how the superseded data were derived.
 JH0342
 JH0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH430126(NAD 83)
 JH0342_MARKER: P = PIPE CAP
 JH0342_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JH0342_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JH0342_STAMPING: G 20 ELEVATION 3303.0
 JH0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0342
 JH0342  HISTORY     - Date     Condition        Report By
 JH0342  HISTORY     - UNK      MONUMENTED       USGS
 JH0342  HISTORY     - 1934     GOOD             NGS
 JH0342  HISTORY     - 1954     POOR             USGS
 JH0342  HISTORY     - 1986     MARK NOT FOUND   NGS
 JH0342
 JH0342                          STATION DESCRIPTION
 JH0342
 JH0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0342'4.7 MI E FROM COOLIDGE.
 JH0342'ABOUT 4.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JH0342'RAILWAY FROM THE STATION AT COOLIDGE, HAMILTON COUNTY, AT MILEAGE
 JH0342'464.0, AND 47 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A
 JH0342'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED G 20
 JH0342'ELEVATION 3303.0 AND RIVETED ON THE TOP OF A 4-INCH IRON PIPE.
 JH0342'NOTE-- A LARGE HOLE HAS BEEN PUNCHED IN ITS CENTER, MIGHT BE
 JH0342'OFF A HUNDREDTH OR TWO.
 JH0342
 JH0342                          STATION RECOVERY (1954)
 JH0342
 JH0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JH0342'MARK RECOVERED IN POOR CONDITION.
 JH0342
 JH0342                          STATION RECOVERY (1986)
 JH0342
 JH0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0342'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0034 ***********************************************************************
 JH0034  DESIGNATION -  G 20
 JH0034  PID         -  JH0034
 JH0034  STATE/COUNTY-  KS/NESS
 JH0034  USGS QUAD   -  ARNOLD (1981)
 JH0034
 JH0034                         *CURRENT SURVEY CONTROL
 JH0034  ___________________________________________________________________
 JH0034* NAD 83(1986)-  38 38 40.     (N)    100 05 00.     (W)     SCALED    
 JH0034* NAVD 88     -       781.960  (meters)    2565.48   (feet)  ADJUSTED  
 JH0034  ___________________________________________________________________
 JH0034  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 JH0034  DYNAMIC HT  -         781.338 (meters)    2563.44  (feet)  COMP
 JH0034  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 JH0034
 JH0034  VERT ORDER  -  SECOND    CLASS 0
 JH0034
 JH0034.The horizontal coordinates were scaled from a topographic map and have
 JH0034.an estimated accuracy of +/- 6 seconds.
 JH0034
 JH0034.The orthometric height was determined by differential leveling
 JH0034.and adjusted by the National Geodetic Survey in June 1991..
 JH0034
 JH0034.The geoid height was determined by GEOID03.
 JH0034
 JH0034.The dynamic height is computed by dividing the NAVD 88
 JH0034.geopotential number by the normal gravity value computed on the
 JH0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0034.degrees latitude (g = 980.6199 gals.).
 JH0034
 JH0034.The modeled gravity was interpolated from observed gravity values.
 JH0034
 JH0034;                    North         East    Units  Estimated Accuracy
 JH0034;SPC KS S     -   620,680.      262,160.      MT  (+/- 180 meters Scaled)
 JH0034
 JH0034                          SUPERSEDED SURVEY CONTROL
 JH0034
 JH0034  NGVD 29 (??/??/92)  781.663  (m)         2564.51   (f) ADJ UNCH    2 0
 JH0034
 JH0034.Superseded values are not recommended for survey control.
 JH0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0034.See file dsdata.txt to determine how the superseded data were derived.
 JH0034
 JH0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH057778(NAD 83)
 JH0034_MARKER: DB = BENCH MARK DISK
 JH0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0034_SP_SET: CULVERT
 JH0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0034
 JH0034  HISTORY     - Date     Condition        Report By
 JH0034  HISTORY     - UNK      MONUMENTED       CGS
 JH0034  HISTORY     - 1934     GOOD             NGS
 JH0034  HISTORY     - 1977     MARK NOT FOUND   USGS
 JH0034
 JH0034                          STATION DESCRIPTION
 JH0034
 JH0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0034'2 MI W FROM ARNOLD.
 JH0034'2 MILES WEST BY RAIL.  LOCATED ALONG THE R. OF W. OF THE M. P. R.
 JH0034'R. CO.  200 FT. EAST OF THE CENTER OF A ROAD CROSSING.  150 FT.
 JH0034'S.W. OF MILE POST 635-30.  20 FT SOUTH OF THE CENTER LINE OF
 JH0034'THE TRACK.  NEAR THE S.W. CORNER OF SECTION 22 R 25 W T 16 S.
 JH0034
 JH0034                          STATION RECOVERY (1977)
 JH0034
 JH0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JH0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0126 ***********************************************************************
 HH0126  DESIGNATION -  G 21
 HH0126  PID         -  HH0126
 HH0126  STATE/COUNTY-  KS/SEWARD
 HH0126  USGS QUAD   -  HAYNE (1971)
 HH0126
 HH0126                         *CURRENT SURVEY CONTROL
 HH0126  ___________________________________________________________________
 HH0126* NAD 83(1986)-  37 05 08.     (N)    100 49 58.     (W)     SCALED    
 HH0126* NAVD 88     -       850.685  (meters)    2790.96   (feet)  ADJUSTED  
 HH0126  ___________________________________________________________________
 HH0126  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 HH0126  DYNAMIC HT  -         849.862 (meters)    2788.26  (feet)  COMP
 HH0126  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 HH0126
 HH0126  VERT ORDER  -  SECOND    CLASS 0
 HH0126
 HH0126.The horizontal coordinates were scaled from a topographic map and have
 HH0126.an estimated accuracy of +/- 6 seconds.
 HH0126
 HH0126.The orthometric height was determined by differential leveling
 HH0126.and adjusted by the National Geodetic Survey in June 1991..
 HH0126
 HH0126.The geoid height was determined by GEOID03.
 HH0126
 HH0126.The dynamic height is computed by dividing the NAVD 88
 HH0126.geopotential number by the normal gravity value computed on the
 HH0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0126.degrees latitude (g = 980.6199 gals.).
 HH0126
 HH0126.The modeled gravity was interpolated from observed gravity values.
 HH0126
 HH0126;                    North         East    Units  Estimated Accuracy
 HH0126;SPC KS S     -   449,090.      192,600.      MT  (+/- 180 meters Scaled)
 HH0126
 HH0126                          SUPERSEDED SURVEY CONTROL
 HH0126
 HH0126  NGVD 29 (??/??/92)  850.327  (m)         2789.78   (f) ADJ UNCH    2 0
 HH0126
 HH0126.Superseded values are not recommended for survey control.
 HH0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0126.See file dsdata.txt to determine how the superseded data were derived.
 HH0126
 HH0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG371059(NAD 83)
 HH0126_MARKER: DB = BENCH MARK DISK
 HH0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0126_STAMPING: G 21 1933
 HH0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0126+STABILITY: SURFACE MOTION
 HH0126
 HH0126  HISTORY     - Date     Condition        Report By
 HH0126  HISTORY     - 1933     MONUMENTED       CGS
 HH0126  HISTORY     - 1971     MARK NOT FOUND   USGS
 HH0126
 HH0126                          STATION DESCRIPTION
 HH0126
 HH0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0126'6 MI NE FROM LIBERAL.
 HH0126'ABOUT 6.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0126'PACIFIC RAILWAY FROM THE STATION AT LIBERAL, SEWARD COUNTY,
 HH0126'ABOUT 9 POLES SOUTHWEST OF MILEPOST 428, AT A ROAD CROSSING,
 HH0126'39 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 39 FEET
 HH0126'SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND 8 FEET NORTHWEST
 HH0126'OF THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED
 HH0126'G 21 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HH0126
 HH0126                          STATION RECOVERY (1971)
 HH0126
 HH0126'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HH0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0464 ***********************************************************************
 HF0464  DESIGNATION -  G 210
 HF0464  PID         -  HF0464
 HF0464  STATE/COUNTY-  KS/SEDGWICK
 HF0464  USGS QUAD   -  MAIZE (1982)
 HF0464
 HF0464                         *CURRENT SURVEY CONTROL
 HF0464  ___________________________________________________________________
 HF0464* NAD 83(1986)-  37 46 42.     (N)    097 27 59.     (W)     SCALED    
 HF0464* NAVD 88     -       411.772  (meters)    1350.96   (feet)  ADJUSTED  
 HF0464  ___________________________________________________________________
 HF0464  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 HF0464  DYNAMIC HT  -         411.448 (meters)    1349.89  (feet)  COMP
 HF0464  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 HF0464
 HF0464  VERT ORDER  -  SECOND    CLASS 0
 HF0464
 HF0464.The horizontal coordinates were scaled from a topographic map and have
 HF0464.an estimated accuracy of +/- 6 seconds.
 HF0464
 HF0464.The orthometric height was determined by differential leveling
 HF0464.and adjusted by the National Geodetic Survey in June 1991..
 HF0464
 HF0464.The geoid height was determined by GEOID03.
 HF0464
 HF0464.The dynamic height is computed by dividing the NAVD 88
 HF0464.geopotential number by the normal gravity value computed on the
 HF0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0464.degrees latitude (g = 980.6199 gals.).
 HF0464
 HF0464.The modeled gravity was interpolated from observed gravity values.
 HF0464
 HF0464;                    North         East    Units  Estimated Accuracy
 HF0464;SPC KS S     -   523,880.      491,050.      MT  (+/- 180 meters Scaled)
 HF0464
 HF0464                          SUPERSEDED SURVEY CONTROL
 HF0464
 HF0464  NGVD 29 (??/??/92)  411.629  (m)         1350.49   (f) ADJ UNCH    2 0
 HF0464
 HF0464.Superseded values are not recommended for survey control.
 HF0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0464.See file dsdata.txt to determine how the superseded data were derived.
 HF0464
 HF0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG350823(NAD 83)
 HF0464_MARKER: DB = BENCH MARK DISK
 HF0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0464_STAMPING: G 210 1934
 HF0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0464+STABILITY: SURFACE MOTION
 HF0464
 HF0464  HISTORY     - Date     Condition        Report By
 HF0464  HISTORY     - 1934     MONUMENTED       CGS
 HF0464  HISTORY     - 1954     GOOD             NGS
 HF0464  HISTORY     - 20060711 GOOD             GEOCAC
 HF0464
 HF0464                          STATION DESCRIPTION
 HF0464
 HF0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HF0464'AT MAIZE.
 HF0464'AT MAIZE, SEDGWICK COUNTY, ON THE MISSOURI PACIFIC RAILROAD, IN
 HF0464'FRONT OF THE STATION, AT POLE 494/35, 50 FEET NORTH OF THE
 HF0464'CENTER LINE OF THE MAIN TRACK, AND NEAR THE RIGHT-OF-WAY FENCE.
 HF0464'A STANDARD DISK, STAMPED G 210 1934 AND SET IN THE TOP OF A
 HF0464'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 HF0464
 HF0464                          STATION RECOVERY (2006)
 HF0464
 HF0464'RECOVERY NOTE BY GEOCACHING 2006 (SN)
 HF0464'ACCORDING TO THE DOCUMENTED HISTORY ENTERED BY NGS, THE MARK IS AT
 HF0464'POLE 494/35.  WE FOUND A POLE 495 BY THE RAILROAD TRACKS DIRECTLY
 HF0464'OPPOSITE OF THE BENCHMARK.  EITHER THE ORIGINAL DESCRIPTION WAS IN
 HF0464'ERROR OR THIS IS A DIFFERENT TYPE OF POLE.  THERE ARE NO OTHER
 HF0464'NUMBERED POLES IN THE AREA, WITH THE EXCEPTION OF CABLE COMPANY POLES.
 HF0464' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0485 ***********************************************************************
 HF0485  DESIGNATION -  G 211
 HF0485  PID         -  HF0485
 HF0485  STATE/COUNTY-  KS/SEDGWICK
 HF0485  USGS QUAD   -  WICHITA EAST (1982)
 HF0485
 HF0485                         *CURRENT SURVEY CONTROL
 HF0485  ___________________________________________________________________
 HF0485* NAD 83(1986)-  37 41 37.     (N)    097 19 48.     (W)     SCALED    
 HF0485* NAVD 88     -       397.142  (meters)    1302.96   (feet)  ADJUSTED  
 HF0485  ___________________________________________________________________
 HF0485  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HF0485  DYNAMIC HT  -         396.830 (meters)    1301.93  (feet)  COMP
 HF0485  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 HF0485
 HF0485  VERT ORDER  -  SECOND    CLASS 0
 HF0485
 HF0485.The horizontal coordinates were scaled from a topographic map and have
 HF0485.an estimated accuracy of +/- 6 seconds.
 HF0485
 HF0485.The orthometric height was determined by differential leveling
 HF0485.and adjusted by the National Geodetic Survey in June 1991..
 HF0485
 HF0485.The geoid height was determined by GEOID03.
 HF0485
 HF0485.The dynamic height is computed by dividing the NAVD 88
 HF0485.geopotential number by the normal gravity value computed on the
 HF0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0485.degrees latitude (g = 980.6199 gals.).
 HF0485
 HF0485.The modeled gravity was interpolated from observed gravity values.
 HF0485
 HF0485;                    North         East    Units  Estimated Accuracy
 HF0485;SPC KS S     -   514,620.      503,180.      MT  (+/- 180 meters Scaled)
 HF0485
 HF0485                          SUPERSEDED SURVEY CONTROL
 HF0485
 HF0485  NGVD 29 (??/??/92)  396.998  (m)         1302.48   (f) ADJ UNCH    2 0
 HF0485
 HF0485.Superseded values are not recommended for survey control.
 HF0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0485.See file dsdata.txt to determine how the superseded data were derived.
 HF0485
 HF0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG472731(NAD 83)
 HF0485_MARKER: DB = BENCH MARK DISK
 HF0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0485_STAMPING: G 211 1934
 HF0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0485+STABILITY: SURFACE MOTION
 HF0485
 HF0485  HISTORY     - Date     Condition        Report By
 HF0485  HISTORY     - 1934     MONUMENTED       CGS
 HF0485  HISTORY     - 1972     GOOD             NGS
 HF0485
 HF0485                          STATION DESCRIPTION
 HF0485
 HF0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0485'AT WICHITA.
 HF0485'ABOUT 0.55 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0485'RAILWAY FROM THE UNION STATION AT WICHITA AT THE CROSSING OF
 HF0485'CENTRAL AVENUE, 30 FEET NORTH OF THE NORTH CURB OF CENTRAL
 HF0485'AVENUE, 29.5 FEET WEST OF THE SOUTHWEST CORNER OF THE STEFFEN
 HF0485'ICE CREAM COMPANY BUILDING, 9 FEET EAST OF THE EAST RAIL OF THE
 HF0485'EAST TRACK, 4 FEET NORTH OF A FENCE CORNER, 1.5 FEET NORTH OF
 HF0485'A WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST 0.5 FOOT
 HF0485'BELOW THE GROUND.  SEC 21, T27S, R 1E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0352 ***********************************************************************
 JF0352  DESIGNATION -  G 213
 JF0352  PID         -  JF0352
 JF0352  STATE/COUNTY-  KS/MARION
 JF0352  USGS QUAD   -  FLORENCE (1989)
 JF0352
 JF0352                         *CURRENT SURVEY CONTROL
 JF0352  ___________________________________________________________________
 JF0352* NAD 83(1986)-  38 12 57.     (N)    096 58 38.     (W)     SCALED    
 JF0352* NAVD 88     -       393.376  (meters)    1290.60   (feet)  ADJUSTED  
 JF0352  ___________________________________________________________________
 JF0352  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JF0352  DYNAMIC HT  -         393.086 (meters)    1289.65  (feet)  COMP
 JF0352  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 JF0352
 JF0352  VERT ORDER  -  SECOND    CLASS 0
 JF0352
 JF0352.The horizontal coordinates were scaled from a topographic map and have
 JF0352.an estimated accuracy of +/- 6 seconds.
 JF0352
 JF0352.The orthometric height was determined by differential leveling
 JF0352.and adjusted by the National Geodetic Survey in June 1991..
 JF0352
 JF0352.The geoid height was determined by GEOID03.
 JF0352
 JF0352.The dynamic height is computed by dividing the NAVD 88
 JF0352.geopotential number by the normal gravity value computed on the
 JF0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0352.degrees latitude (g = 980.6199 gals.).
 JF0352
 JF0352.The modeled gravity was interpolated from observed gravity values.
 JF0352
 JF0352;                    North         East    Units  Estimated Accuracy
 JF0352;SPC KS S     -   573,030.      533,340.      MT  (+/- 180 meters Scaled)
 JF0352
 JF0352                          SUPERSEDED SURVEY CONTROL
 JF0352
 JF0352  NGVD 29 (??/??/92)  393.224  (m)         1290.10   (f) ADJ UNCH    2 0
 JF0352
 JF0352.Superseded values are not recommended for survey control.
 JF0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0352.See file dsdata.txt to determine how the superseded data were derived.
 JF0352
 JF0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH770316(NAD 83)
 JF0352_MARKER: DB = BENCH MARK DISK
 JF0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0352_SP_SET: ABUTMENT
 JF0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0352
 JF0352  HISTORY     - Date     Condition        Report By
 JF0352  HISTORY     - UNK      MONUMENTED       CGS
 JF0352  HISTORY     - 1934     GOOD             NGS
 JF0352
 JF0352                          STATION DESCRIPTION
 JF0352
 JF0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0352'2.5 MI E FROM WAGNER.
 JF0352'2.5 MILES EAST OF WAGNER, KANS. ON THE SANTA FE R. R. BRONZE
 JF0352'DISC SET IN CONCRETE BRIDGE SEAT, ON THE SOUTH END OF THE EAST
 JF0352'ABUTMENT, BRIDGE 160-A AND ON THE OPPOSITE OF ABUTMENT FROM
 JF0352'RAILROAD BENCH MARK A.T.160-A ELEVATION 1289.26 FEET, 2 POLES
 JF0352'WEST OF MILE POST 160.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0727 ***********************************************************************
 JF0727  DESIGNATION -  G 214
 JF0727  PID         -  JF0727
 JF0727  STATE/COUNTY-  KS/MCPHERSON
 JF0727  USGS QUAD   -  CANTON (1985)
 JF0727
 JF0727                         *CURRENT SURVEY CONTROL
 JF0727  ___________________________________________________________________
 JF0727* NAD 83(1986)-  38 25 15.     (N)    097 23 05.     (W)     SCALED    
 JF0727* NAVD 88     -       463.339  (meters)    1520.14   (feet)  ADJUSTED  
 JF0727  ___________________________________________________________________
 JF0727  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 JF0727  DYNAMIC HT  -         462.993 (meters)    1519.00  (feet)  COMP
 JF0727  MODELED GRAV-     979,866.0   (mgal)                       NAVD 88
 JF0727
 JF0727  VERT ORDER  -  SECOND    CLASS 0
 JF0727
 JF0727.The horizontal coordinates were scaled from a topographic map and have
 JF0727.an estimated accuracy of +/- 6 seconds.
 JF0727
 JF0727.The orthometric height was determined by differential leveling
 JF0727.and adjusted by the National Geodetic Survey in June 1991..
 JF0727
 JF0727.The geoid height was determined by GEOID03.
 JF0727
 JF0727.The dynamic height is computed by dividing the NAVD 88
 JF0727.geopotential number by the normal gravity value computed on the
 JF0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0727.degrees latitude (g = 980.6199 gals.).
 JF0727
 JF0727.The modeled gravity was interpolated from observed gravity values.
 JF0727
 JF0727;                    North         East    Units  Estimated Accuracy
 JF0727;SPC KS S     -   595,270.      497,390.      MT  (+/- 180 meters Scaled)
 JF0727
 JF0727                          SUPERSEDED SURVEY CONTROL
 JF0727
 JF0727  NGVD 29 (??/??/92)  463.160  (m)         1519.55   (f) ADJ UNCH    2 0
 JF0727
 JF0727.Superseded values are not recommended for survey control.
 JF0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0727.See file dsdata.txt to determine how the superseded data were derived.
 JF0727
 JF0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH410537(NAD 83)
 JF0727_MARKER: DB = BENCH MARK DISK
 JF0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0727+STABILITY: SURFACE MOTION
 JF0727
 JF0727  HISTORY     - Date     Condition        Report By
 JF0727  HISTORY     - UNK      MONUMENTED       CGS
 JF0727  HISTORY     - 1935     GOOD             NGS
 JF0727
 JF0727                          STATION DESCRIPTION
 JF0727
 JF0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0727'3.2 MI NE FROM CANTON.
 JF0727'3 1/4 MI. NORTHEAST OF CANTON, ON THE ROCK ISLAND R.R. 45 FEET
 JF0727'SOUTH OF THE TRACK, 21 1/2 POLES SOUTHWEST OF MILE POST 201, 2
 JF0727'RAILS WEST OF ROAD CROSSING, AT DOLOSPARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0414 ***********************************************************************
 JF0414  DESIGNATION -  G 215
 JF0414  PID         -  JF0414
 JF0414  STATE/COUNTY-  KS/MORRIS
 JF0414  USGS QUAD   -  SKIDDY (1964)
 JF0414
 JF0414                         *CURRENT SURVEY CONTROL
 JF0414  ___________________________________________________________________
 JF0414* NAD 83(1986)-  38 46 47.     (N)    096 45 37.     (W)     SCALED    
 JF0414* NAVD 88     -       443.182  (meters)    1454.01   (feet)  ADJUSTED  
 JF0414  ___________________________________________________________________
 JF0414  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 JF0414  DYNAMIC HT  -         442.873 (meters)    1452.99  (feet)  COMP
 JF0414  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 JF0414
 JF0414  VERT ORDER  -  SECOND    CLASS 0
 JF0414
 JF0414.The horizontal coordinates were scaled from a topographic map and have
 JF0414.an estimated accuracy of +/- 6 seconds.
 JF0414
 JF0414.The orthometric height was determined by differential leveling
 JF0414.and adjusted by the National Geodetic Survey in June 1991..
 JF0414
 JF0414.The geoid height was determined by GEOID03.
 JF0414
 JF0414.The dynamic height is computed by dividing the NAVD 88
 JF0414.geopotential number by the normal gravity value computed on the
 JF0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0414.degrees latitude (g = 980.6199 gals.).
 JF0414
 JF0414.The modeled gravity was interpolated from observed gravity values.
 JF0414
 JF0414;                    North         East    Units  Estimated Accuracy
 JF0414;SPC KS N     -    50,290.      507,720.      MT  (+/- 180 meters Scaled)
 JF0414
 JF0414                          SUPERSEDED SURVEY CONTROL
 JF0414
 JF0414  NGVD 29 (??/??/92)  443.029  (m)         1453.50   (f) ADJ UNCH    2 0
 JF0414
 JF0414.Superseded values are not recommended for survey control.
 JF0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0414.See file dsdata.txt to determine how the superseded data were derived.
 JF0414
 JF0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH945947(NAD 83)
 JF0414_MARKER: DB = BENCH MARK DISK
 JF0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0414_STAMPING: G 215 1934
 JF0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0414+STABILITY: SURFACE MOTION
 JF0414
 JF0414  HISTORY     - Date     Condition        Report By
 JF0414  HISTORY     - 1934     MONUMENTED       CGS
 JF0414  HISTORY     - 1935     GOOD             NGS
 JF0414  HISTORY     - 1968     POOR             NGS
 JF0414
 JF0414                          STATION DESCRIPTION
 JF0414
 JF0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0414'2 MI SW FROM WHITE CITY.
 JF0414'2.0 MILES SOUTHWEST OF WHITE CITY.  ON THE ROCK ISLAND R.R.
 JF0414'45 FEET SOUTH OF THE TRACKS 6 1/2 POLES SOUTHWEST OF MILE POST
 JF0414'158.  NOTE-- MARK IS LEANING.
 JF0414
 JF0414                          STATION RECOVERY (1968)
 JF0414
 JF0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0414'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0999 ***********************************************************************
 JE0999  DESIGNATION -  G 221
 JE0999  PID         -  JE0999
 JE0999  STATE/COUNTY-  KS/FRANKLIN
 JE0999  USGS QUAD   -  PEORIA (1983)
 JE0999
 JE0999                         *CURRENT SURVEY CONTROL
 JE0999  ___________________________________________________________________
 JE0999* NAD 83(1986)-  38 34 33.     (N)    095 09 43.     (W)     SCALED    
 JE0999* NAVD 88     -       267.140  (meters)     876.44   (feet)  ADJUSTED  
 JE0999  ___________________________________________________________________
 JE0999  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JE0999  DYNAMIC HT  -         266.954 (meters)     875.83  (feet)  COMP
 JE0999  MODELED GRAV-     979,924.3   (mgal)                       NAVD 88
 JE0999
 JE0999  VERT ORDER  -  SECOND    CLASS 0
 JE0999
 JE0999.The horizontal coordinates were scaled from a topographic map and have
 JE0999.an estimated accuracy of +/- 6 seconds.
 JE0999
 JE0999.The orthometric height was determined by differential leveling
 JE0999.and adjusted by the National Geodetic Survey in June 1991..
 JE0999
 JE0999.The geoid height was determined by GEOID03.
 JE0999
 JE0999.The dynamic height is computed by dividing the NAVD 88
 JE0999.geopotential number by the normal gravity value computed on the
 JE0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0999.degrees latitude (g = 980.6199 gals.).
 JE0999
 JE0999.The modeled gravity was interpolated from observed gravity values.
 JE0999
 JE0999;                    North         East    Units  Estimated Accuracy
 JE0999;SPC KS S     -   617,100.      690,820.      MT  (+/- 180 meters Scaled)
 JE0999
 JE0999                          SUPERSEDED SURVEY CONTROL
 JE0999
 JE0999  NGVD 29 (??/??/92)  267.012  (m)          876.02   (f) ADJ UNCH    2 0
 JE0999
 JE0999.Superseded values are not recommended for survey control.
 JE0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0999.See file dsdata.txt to determine how the superseded data were derived.
 JE0999
 JE0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC116719(NAD 83)
 JE0999_MARKER: DB = BENCH MARK DISK
 JE0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0999_STAMPING: G 221 1934
 JE0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0999+STABILITY: SURFACE MOTION
 JE0999
 JE0999  HISTORY     - Date     Condition        Report By
 JE0999  HISTORY     - 1934     MONUMENTED       CGS
 JE0999  HISTORY     - 1961     MARK NOT FOUND   NGS
 JE0999
 JE0999                          STATION DESCRIPTION
 JE0999
 JE0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JE0999'4.1 MI NW FROM RANTOUL.
 JE0999'4.1 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0999'THE STATION AT RANTOUL, FRANKLIN COUNTY, 9.3 FEET NORTHWEST
 JE0999'OF POLE 347/13, 109 FEET NORTHWEST OF A NORTH-AND-SOUTH FARM-ROAD
 JE0999'CROSSING, 25 FEET NORTH OF THE CENTERLINE OF THE TRACK, 22
 JE0999'FEET SOUTH OF A FENCE, AND 3 FEET EAST OF A WHITE WOODEN WITNESS
 JE0999'POST.  A STANDARD DISK, STAMPED G 221 1934 AND SET IN THE TOP
 JE0999'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0848 ***********************************************************************
 JE0848  DESIGNATION -  G 222
 JE0848  PID         -  JE0848
 JE0848  STATE/COUNTY-  KS/JOHNSON
 JE0848  USGS QUAD   -  OCHELTREE (1991)
 JE0848
 JE0848                         *CURRENT SURVEY CONTROL
 JE0848  ___________________________________________________________________
 JE0848* NAD 83(1986)-  38 51 17.     (N)    094 48 32.     (W)     SCALED    
 JE0848* NAVD 88     -       326.759  (meters)    1072.04   (feet)  ADJUSTED  
 JE0848  ___________________________________________________________________
 JE0848  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0848  DYNAMIC HT  -         326.539 (meters)    1071.32  (feet)  COMP
 JE0848  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 JE0848
 JE0848  VERT ORDER  -  FIRST     CLASS II
 JE0848
 JE0848.The horizontal coordinates were scaled from a topographic map and have
 JE0848.an estimated accuracy of +/- 6 seconds.
 JE0848
 JE0848.The orthometric height was determined by differential leveling
 JE0848.and adjusted by the National Geodetic Survey in June 1991..
 JE0848.WARNING-Repeat measurements at this control monument indicate possible
 JE0848.vertical movement.
 JE0848
 JE0848.The geoid height was determined by GEOID03.
 JE0848
 JE0848.The dynamic height is computed by dividing the NAVD 88
 JE0848.geopotential number by the normal gravity value computed on the
 JE0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0848.degrees latitude (g = 980.6199 gals.).
 JE0848
 JE0848.The modeled gravity was interpolated from observed gravity values.
 JE0848
 JE0848;                    North         East    Units  Estimated Accuracy
 JE0848;SPC KS N     -    62,760.      676,940.      MT  (+/- 180 meters Scaled)
 JE0848
 JE0848                          SUPERSEDED SURVEY CONTROL
 JE0848
 JE0848  NGVD 29 (??/??/92)  326.791  (m)         1072.15   (f) ADJ UNCH    1 2
 JE0848
 JE0848.Superseded values are not recommended for survey control.
 JE0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0848.See file dsdata.txt to determine how the superseded data were derived.
 JE0848
 JE0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD430022(NAD 83)
 JE0848_MARKER: DB = BENCH MARK DISK
 JE0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0848_STAMPING: G 222 1934
 JE0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0848+STABILITY: SURFACE MOTION
 JE0848
 JE0848  HISTORY     - Date     Condition        Report By
 JE0848  HISTORY     - 1934     MONUMENTED       CGS
 JE0848  HISTORY     - 1950     GOOD             NGS
 JE0848  HISTORY     - 1976     MARK NOT FOUND   NGS
 JE0848
 JE0848                          STATION DESCRIPTION
 JE0848
 JE0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0848'1.9 MI S FROM OLATHE.
 JE0848'1.9 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JE0848'THE STATION AT OLATHE, JOHNSON COUNTY, 16 POLES SOUTH OF MILEPOST
 JE0848'22, 4 RAILS NORTH OF A ROAD CROSSING, 148 FEET NORTH OF THE CENTER
 JE0848'OF THE ROAD WHERE IT CROSSES THE EAST RAIL, 28 FEET EAST OF THE
 JE0848'EAST RAIL, 19 FEET WEST OF A RIGHT-OF-WAY FENCE, 13 FEET WEST OF
 JE0848'A POLE, AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.  A STANDARD
 JE0848'DISK, STAMPED G 222 1934 AND SET IN THE TOP OF A CONCRETE
 JE0848'POST.
 JE0848
 JE0848                          STATION RECOVERY (1976)
 JE0848
 JE0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JE0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0030 ***********************************************************************
 JF0030  DESIGNATION -  G 229
 JF0030  PID         -  JF0030
 JF0030  STATE/COUNTY-  KS/MORRIS
 JF0030  USGS QUAD   -  LAKE KAHOLA (1972)
 JF0030
 JF0030                         *CURRENT SURVEY CONTROL
 JF0030  ___________________________________________________________________
 JF0030* NAD 83(1986)-  38 36 48.     (N)    096 24 38.     (W)     SCALED    
 JF0030* NAVD 88     -       380.931  (meters)    1249.77   (feet)  ADJUSTED  
 JF0030  ___________________________________________________________________
 JF0030  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JF0030  DYNAMIC HT  -         380.663 (meters)    1248.89  (feet)  COMP
 JF0030  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 JF0030
 JF0030  VERT ORDER  -  SECOND    CLASS 0
 JF0030
 JF0030.The horizontal coordinates were scaled from a topographic map and have
 JF0030.an estimated accuracy of +/- 6 seconds.
 JF0030
 JF0030.The orthometric height was determined by differential leveling
 JF0030.and adjusted by the National Geodetic Survey in June 1991..
 JF0030
 JF0030.The geoid height was determined by GEOID03.
 JF0030
 JF0030.The dynamic height is computed by dividing the NAVD 88
 JF0030.geopotential number by the normal gravity value computed on the
 JF0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0030.degrees latitude (g = 980.6199 gals.).
 JF0030
 JF0030.The modeled gravity was interpolated from observed gravity values.
 JF0030
 JF0030;                    North         East    Units  Estimated Accuracy
 JF0030;SPC KS N     -    32,300.      538,430.      MT  (+/- 180 meters Scaled)
 JF0030
 JF0030                          SUPERSEDED SURVEY CONTROL
 JF0030
 JF0030  NGVD 29 (??/??/92)  380.788  (m)         1249.30   (f) ADJ UNCH    2 0
 JF0030
 JF0030.Superseded values are not recommended for survey control.
 JF0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0030.See file dsdata.txt to determine how the superseded data were derived.
 JF0030
 JF0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH254770(NAD 83)
 JF0030_MARKER: DB = BENCH MARK DISK
 JF0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0030+STABILITY: SURFACE MOTION
 JF0030
 JF0030  HISTORY     - Date     Condition        Report By
 JF0030  HISTORY     - UNK      MONUMENTED       CGS
 JF0030  HISTORY     - 1935     GOOD             NGS
 JF0030  HISTORY     - 1951     MARK NOT FOUND   NGS
 JF0030
 JF0030                          STATION DESCRIPTION
 JF0030
 JF0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0030'5 MI E FROM COUNCIL GROVE.
 JF0030'5 MILES E. OF COUNCIL GROVE STATION, ALONG MO. PAC. RR. AT
 JF0030'MP 420/25.  MARK IS 9 YDS. N. OF CENTER LINE OF TRACK AND
 JF0030'150 YDS. W. OF CROSSING.
 JF0030
 JF0030                          STATION RECOVERY (1951)
 JF0030
 JF0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JF0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0581 ***********************************************************************
 HG0581  DESIGNATION -  G 23
 HG0581  PID         -  HG0581
 HG0581  STATE/COUNTY-  KS/FORD
 HG0581  USGS QUAD   -  KINGSDOWN (1969)
 HG0581
 HG0581                         *CURRENT SURVEY CONTROL
 HG0581  ___________________________________________________________________
 HG0581* NAD 83(1986)-  37 30 41.     (N)    099 48 47.     (W)     SCALED    
 HG0581* NAVD 88     -       776.287  (meters)    2546.87   (feet)  ADJUSTED  
 HG0581  ___________________________________________________________________
 HG0581  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 HG0581  DYNAMIC HT  -         775.597 (meters)    2544.60  (feet)  COMP
 HG0581  MODELED GRAV-     979,716.2   (mgal)                       NAVD 88
 HG0581
 HG0581  VERT ORDER  -  SECOND    CLASS 0
 HG0581
 HG0581.The horizontal coordinates were scaled from a topographic map and have
 HG0581.an estimated accuracy of +/- 6 seconds.
 HG0581
 HG0581.The orthometric height was determined by differential leveling
 HG0581.and adjusted by the National Geodetic Survey in June 1991..
 HG0581
 HG0581.The geoid height was determined by GEOID03.
 HG0581
 HG0581.The dynamic height is computed by dividing the NAVD 88
 HG0581.geopotential number by the normal gravity value computed on the
 HG0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0581.degrees latitude (g = 980.6199 gals.).
 HG0581
 HG0581.The modeled gravity was interpolated from observed gravity values.
 HG0581
 HG0581;                    North         East    Units  Estimated Accuracy
 HG0581;SPC KS S     -   494,570.      283,920.      MT  (+/- 180 meters Scaled)
 HG0581
 HG0581                          SUPERSEDED SURVEY CONTROL
 HG0581
 HG0581  NGVD 29 (??/??/92)  775.953  (m)         2545.77   (f) ADJ UNCH    2 0
 HG0581
 HG0581.Superseded values are not recommended for survey control.
 HG0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0581.See file dsdata.txt to determine how the superseded data were derived.
 HG0581
 HG0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG281519(NAD 83)
 HG0581_MARKER: DB = BENCH MARK DISK
 HG0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0581_SP_SET: CULVERT
 HG0581_STAMPING: G 23 1933
 HG0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0581
 HG0581  HISTORY     - Date     Condition        Report By
 HG0581  HISTORY     - 1933     MONUMENTED       CGS
 HG0581
 HG0581                          STATION DESCRIPTION
 HG0581
 HG0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0581'3 MI SW FROM KINGSDOWN.
 HG0581'ABOUT 3.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HG0581'PACIFIC RAILWAY FROM THE STATION AT KINGSDOWN, FORD COUNTY, AT
 HG0581'MILEPOST 358, AT A ROAD CROSSING, 40 FEET SOUTHEAST OF THE
 HG0581'CENTER LINE OF THE TRACK, 18 FEET SOUTHWEST OF THE CENTER LINE
 HG0581'OF THE ROAD, AND IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 HG0581'CONCRETE HEAD WALL OF A CONCRETE BOX ROAD CULVERT.  A STANDARD
 HG0581'DISK, STAMPED G 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0008 ***********************************************************************
 JF0008  DESIGNATION -  G 231
 JF0008  PID         -  JF0008
 JF0008  STATE/COUNTY-  KS/WABAUNSEE
 JF0008  USGS QUAD   -  ESKRIDGE (1983)
 JF0008
 JF0008                         *CURRENT SURVEY CONTROL
 JF0008  ___________________________________________________________________
 JF0008* NAD 83(1986)-  38 51 39.     (N)    096 06 26.     (W)     SCALED    
 JF0008* NAVD 88     -       431.178  (meters)    1414.62   (feet)  ADJUSTED  
 JF0008  ___________________________________________________________________
 JF0008  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JF0008  DYNAMIC HT  -         430.877 (meters)    1413.64  (feet)  COMP
 JF0008  MODELED GRAV-     979,918.2   (mgal)                       NAVD 88
 JF0008
 JF0008  VERT ORDER  -  SECOND    CLASS 0
 JF0008
 JF0008.The horizontal coordinates were scaled from a topographic map and have
 JF0008.an estimated accuracy of +/- 6 seconds.
 JF0008
 JF0008.The orthometric height was determined by differential leveling
 JF0008.and adjusted by the National Geodetic Survey in June 1991..
 JF0008
 JF0008.The geoid height was determined by GEOID03.
 JF0008
 JF0008.The dynamic height is computed by dividing the NAVD 88
 JF0008.geopotential number by the normal gravity value computed on the
 JF0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0008.degrees latitude (g = 980.6199 gals.).
 JF0008
 JF0008.The modeled gravity was interpolated from observed gravity values.
 JF0008
 JF0008;                    North         East    Units  Estimated Accuracy
 JF0008;SPC KS N     -    60,280.      564,270.      MT  (+/- 180 meters Scaled)
 JF0008
 JF0008                          SUPERSEDED SURVEY CONTROL
 JF0008
 JF0008  NGVD 29 (??/??/92)  431.027  (m)         1414.13   (f) ADJ UNCH    2 0
 JF0008
 JF0008.Superseded values are not recommended for survey control.
 JF0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0008.See file dsdata.txt to determine how the superseded data were derived.
 JF0008
 JF0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ510053(NAD 83)
 JF0008_MARKER: DB = BENCH MARK DISK
 JF0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0008+STABILITY: SURFACE MOTION
 JF0008
 JF0008  HISTORY     - Date     Condition        Report By
 JF0008  HISTORY     - UNK      MONUMENTED       CGS
 JF0008  HISTORY     - 1934     GOOD             NGS
 JF0008  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 JF0008
 JF0008                          STATION DESCRIPTION
 JF0008
 JF0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0008'IN ESKRIDGE.
 JF0008'ALONG A.T. AND S.F. R.R., ACROSS TRACK TO THE N. AND 4 YDS. E.
 JF0008'FROM ESKRIDGE STATION.  MARK IS 9 YDS. N. OF CENTERLINE OF MAIN
 JF0008'TRACK, 50 YDS. W. OF CENTERLINE OF KANSAS HIGHWAY 4 CROSSING
 JF0008'AND 77 YDS. W. OF MP 18.
 JF0008
 JF0008                          STATION RECOVERY (1950)
 JF0008
 JF0008'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 JF0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1339 ***********************************************************************
 JE1339  DESIGNATION -  G 232
 JE1339  PID         -  JE1339
 JE1339  STATE/COUNTY-  KS/OSAGE
 JE1339  USGS QUAD   -  QUENEMO (1965)
 JE1339
 JE1339                         *CURRENT SURVEY CONTROL
 JE1339  ___________________________________________________________________
 JE1339* NAD 83(1986)-  38 34 46.     (N)    095 31 36.     (W)     SCALED    
 JE1339* NAVD 88     -       286.839  (meters)     941.07   (feet)  ADJUSTED  
 JE1339  ___________________________________________________________________
 JE1339  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JE1339  DYNAMIC HT  -         286.637 (meters)     940.41  (feet)  COMP
 JE1339  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 JE1339
 JE1339  VERT ORDER  -  SECOND    CLASS 0
 JE1339
 JE1339.The horizontal coordinates were scaled from a topographic map and have
 JE1339.an estimated accuracy of +/- 6 seconds.
 JE1339
 JE1339.The orthometric height was determined by differential leveling
 JE1339.and adjusted by the National Geodetic Survey in June 1991..
 JE1339
 JE1339.The geoid height was determined by GEOID03.
 JE1339
 JE1339.The dynamic height is computed by dividing the NAVD 88
 JE1339.geopotential number by the normal gravity value computed on the
 JE1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1339.degrees latitude (g = 980.6199 gals.).
 JE1339
 JE1339.The modeled gravity was interpolated from observed gravity values.
 JE1339
 JE1339;                    North         East    Units  Estimated Accuracy
 JE1339;SPC KS S     -   616,430.      659,040.      MT  (+/- 180 meters Scaled)
 JE1339
 JE1339                          SUPERSEDED SURVEY CONTROL
 JE1339
 JE1339  NGVD 29 (??/??/92)  286.696  (m)          940.60   (f) ADJ UNCH    2 0
 JE1339
 JE1339.Superseded values are not recommended for survey control.
 JE1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1339.See file dsdata.txt to determine how the superseded data were derived.
 JE1339
 JE1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC799731(NAD 83)
 JE1339_MARKER: DB = BENCH MARK DISK
 JE1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1339_STAMPING: G 232 1934
 JE1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1339+STABILITY: SURFACE MOTION
 JE1339
 JE1339  HISTORY     - Date     Condition        Report By
 JE1339  HISTORY     - 1934     MONUMENTED       CGS
 JE1339  HISTORY     - 1951     GOOD             NGS
 JE1339
 JE1339                          STATION DESCRIPTION
 JE1339
 JE1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1339'AT QUENEMO.
 JE1339'ONE BLOCK WEST OF THE MAIN STREET INTERSECTION, ABOUT 50 FEET SOUTH OF
 JE1339'WHERE STATE HIGHWAY 68 TURNS FROM NORTH TO WEST, 42 FEET NORTH
 JE1339'OF THE NORTH EDGE OF SIDEWALK LEADING TO THE MAIN ENTRANCE OF
 JE1339'THE QUENEMO FEDERATED CHURCH, 23 FEET SOUTH OF THE SOUTH EDGE
 JE1339'OF SIDEWALK AND 1 FOOT EAST OF THE EAST EDGE OF SIDEWALK.  THE
 JE1339'DISK IS SET IN A CONCRETE POST, FLUSH WITH THE SURFACE OF THE
 JE1339'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0494 ***********************************************************************
 HF0494  DESIGNATION -  G 237
 HF0494  PID         -  HF0494
 HF0494  STATE/COUNTY-  KS/SEDGWICK
 HF0494  USGS QUAD   -  DERBY (1982)
 HF0494
 HF0494                         *CURRENT SURVEY CONTROL
 HF0494  ___________________________________________________________________
 HF0494* NAD 83(1986)-  37 33 48.     (N)    097 21 07.     (W)     SCALED    
 HF0494* NAVD 88     -       385.229  (meters)    1263.87   (feet)  ADJUSTED  
 HF0494  ___________________________________________________________________
 HF0494  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF0494  DYNAMIC HT  -         384.924 (meters)    1262.87  (feet)  COMP
 HF0494  MODELED GRAV-     979,826.9   (mgal)                       NAVD 88
 HF0494
 HF0494  VERT ORDER  -  SECOND    CLASS 0
 HF0494
 HF0494.The horizontal coordinates were scaled from a topographic map and have
 HF0494.an estimated accuracy of +/- 6 seconds.
 HF0494
 HF0494.The orthometric height was determined by differential leveling
 HF0494.and adjusted by the National Geodetic Survey in June 1991..
 HF0494
 HF0494.The geoid height was determined by GEOID03.
 HF0494
 HF0494.The dynamic height is computed by dividing the NAVD 88
 HF0494.geopotential number by the normal gravity value computed on the
 HF0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0494.degrees latitude (g = 980.6199 gals.).
 HF0494
 HF0494.The modeled gravity was interpolated from observed gravity values.
 HF0494
 HF0494;                    North         East    Units  Estimated Accuracy
 HF0494;SPC KS S     -   500,140.      501,420.      MT  (+/- 180 meters Scaled)
 HF0494
 HF0494                          SUPERSEDED SURVEY CONTROL
 HF0494
 HF0494  NGVD 29 (??/??/92)  385.092  (m)         1263.42   (f) ADJ UNCH    2 0
 HF0494
 HF0494.Superseded values are not recommended for survey control.
 HF0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0494.See file dsdata.txt to determine how the superseded data were derived.
 HF0494
 HF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG455586(NAD 83)
 HF0494_MARKER: DB = BENCH MARK DISK
 HF0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0494_STAMPING: G 237 1934
 HF0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0494+STABILITY: SURFACE MOTION
 HF0494
 HF0494  HISTORY     - Date     Condition        Report By
 HF0494  HISTORY     - 1934     MONUMENTED       CGS
 HF0494  HISTORY     - 1961     MARK NOT FOUND   NGS
 HF0494
 HF0494                          STATION DESCRIPTION
 HF0494
 HF0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 HF0494'AT HAYSVILLE.
 HF0494'AT HAYSVILLE, SEDGWICK COUNTY, SOUTHWEST OF THE CHICAGO, ROCK
 HF0494'ISLAND AND PACIFIC RAILWAY STATION, 66 FEET NORTH AND 6 FEET
 HF0494'WEST OF POLE 253+05, 45 FEET WEST OF THE CENTERLINE OF THE TRACK,
 HF0494'AND 28 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 HF0494'STAMPED G 237 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0494'NOTE-- MARK IS PROBABLY DESTROYED, PIECES OF CONCRETE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0671 ***********************************************************************
 HF0671  DESIGNATION -  G 238
 HF0671  PID         -  HF0671
 HF0671  STATE/COUNTY-  KS/SUMNER
 HF0671  USGS QUAD   -  SOUTH HAVEN (1965)
 HF0671
 HF0671                         *CURRENT SURVEY CONTROL
 HF0671  ___________________________________________________________________
 HF0671* NAD 83(1986)-  37 03 44.     (N)    097 24 04.     (W)     SCALED    
 HF0671* NAVD 88     -       341.233  (meters)    1119.53   (feet)  ADJUSTED  
 HF0671  ___________________________________________________________________
 HF0671  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0671  DYNAMIC HT  -         340.950 (meters)    1118.60  (feet)  COMP
 HF0671  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 HF0671
 HF0671  VERT ORDER  -  SECOND    CLASS 0
 HF0671
 HF0671.The horizontal coordinates were scaled from a topographic map and have
 HF0671.an estimated accuracy of +/- 6 seconds.
 HF0671
 HF0671.The orthometric height was determined by differential leveling
 HF0671.and adjusted by the National Geodetic Survey in June 1991..
 HF0671
 HF0671.The geoid height was determined by GEOID03.
 HF0671
 HF0671.The dynamic height is computed by dividing the NAVD 88
 HF0671.geopotential number by the normal gravity value computed on the
 HF0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0671.degrees latitude (g = 980.6199 gals.).
 HF0671
 HF0671.The modeled gravity was interpolated from observed gravity values.
 HF0671
 HF0671;                    North         East    Units  Estimated Accuracy
 HF0671;SPC KS S     -   444,480.      497,740.      MT  (+/- 180 meters Scaled)
 HF0671
 HF0671                          SUPERSEDED SURVEY CONTROL
 HF0671
 HF0671  NGVD 29 (??/??/92)  341.124  (m)         1119.17   (f) ADJ UNCH    2 0
 HF0671
 HF0671.Superseded values are not recommended for survey control.
 HF0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0671.See file dsdata.txt to determine how the superseded data were derived.
 HF0671
 HF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG421029(NAD 83)
 HF0671_MARKER: DB = BENCH MARK DISK
 HF0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0671_STAMPING: G 238 1934
 HF0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0671+STABILITY: SURFACE MOTION
 HF0671
 HF0671  HISTORY     - Date     Condition        Report By
 HF0671  HISTORY     - 1934     MONUMENTED       CGS
 HF0671  HISTORY     - 1950     GOOD             NGS
 HF0671
 HF0671                          STATION DESCRIPTION
 HF0671
 HF0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HF0671'0.7 MI N FROM SOUTH HAVEN.
 HF0671'0.7 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0671'FROM SOUTH HAVEN, SUMNER COUNTY, AT MILEAGE 13.9, 8 RAILS
 HF0671'NORTH OF THE CROSSING OF U.S. HIGHWAY 81, 26 FEET WEST OF THE
 HF0671'CENTERLINE OF THE TRACK, AND 18 FEET EAST OF THE RIGHT-OF-WAY
 HF0671'FENCE.  A STANDARD DISK, STAMPED G 238 1934 AND SET IN THE TOP
 HF0671'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0654 ***********************************************************************
 HF0654  DESIGNATION -  G 239
 HF0654  PID         -  HF0654
 HF0654  STATE/COUNTY-  KS/SUMNER
 HF0654  USGS QUAD   -  ROME (1965)
 HF0654
 HF0654                         *CURRENT SURVEY CONTROL
 HF0654  ___________________________________________________________________
 HF0654* NAD 83(1986)-  37 14 28.     (N)    097 23 42.     (W)     SCALED    
 HF0654* NAVD 88     -       359.526  (meters)    1179.54   (feet)  ADJUSTED  
 HF0654  ___________________________________________________________________
 HF0654  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0654  DYNAMIC HT  -         359.233 (meters)    1178.58  (feet)  COMP
 HF0654  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 HF0654
 HF0654  VERT ORDER  -  SECOND    CLASS 0
 HF0654
 HF0654.The horizontal coordinates were scaled from a topographic map and have
 HF0654.an estimated accuracy of +/- 6 seconds.
 HF0654
 HF0654.The orthometric height was determined by differential leveling
 HF0654.and adjusted by the National Geodetic Survey in June 1991..
 HF0654
 HF0654.The geoid height was determined by GEOID03.
 HF0654
 HF0654.The dynamic height is computed by dividing the NAVD 88
 HF0654.geopotential number by the normal gravity value computed on the
 HF0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0654.degrees latitude (g = 980.6199 gals.).
 HF0654
 HF0654.The modeled gravity was interpolated from observed gravity values.
 HF0654
 HF0654;                    North         East    Units  Estimated Accuracy
 HF0654;SPC KS S     -   464,340.      498,050.      MT  (+/- 180 meters Scaled)
 HF0654
 HF0654                          SUPERSEDED SURVEY CONTROL
 HF0654
 HF0654  NGVD 29 (??/??/92)  359.411  (m)         1179.17   (f) ADJ UNCH    2 0
 HF0654
 HF0654.Superseded values are not recommended for survey control.
 HF0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0654.See file dsdata.txt to determine how the superseded data were derived.
 HF0654
 HF0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG423228(NAD 83)
 HF0654_MARKER: DB = BENCH MARK DISK
 HF0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0654_SP_SET: FOUNDATION
 HF0654_STAMPING: G 239 1934
 HF0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0654
 HF0654  HISTORY     - Date     Condition        Report By
 HF0654  HISTORY     - 1934     MONUMENTED       CGS
 HF0654  HISTORY     - 1962     GOOD             NGS
 HF0654
 HF0654                          STATION DESCRIPTION
 HF0654
 HF0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0654'1.4 MI S FROM WELLINGTON.
 HF0654'1.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0654'FROM WELLINGTON, SUMNER COUNTY, AT THE SEWAGE-DISPOSAL PLANT,
 HF0654'IN THE CONCRETE FOUNDATION OF THE FLOATING TANK, IN THE EAST
 HF0654'ONE OF TWO OFFSETS ON THE NORTH SIDE OF THE FOUNDATION, 1 FOOT
 HF0654'DIAGONALLY FROM THE NORTHEAST CORNER, AND 2 FEET ABOVE GROUND.
 HF0654'A STANDARD DISK, STAMPED G 239 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0431 ***********************************************************************
 HF0431  DESIGNATION -  G 241
 HF0431  PID         -  HF0431
 HF0431  STATE/COUNTY-  KS/BUTLER
 HF0431  USGS QUAD   -  AUGUSTA (1979)
 HF0431
 HF0431                         *CURRENT SURVEY CONTROL
 HF0431  ___________________________________________________________________
 HF0431* NAD 83(1986)-  37 40 34.     (N)    096 58 32.     (W)     SCALED    
 HF0431* NAVD 88     -       373.253  (meters)    1224.58   (feet)  ADJUSTED  
 HF0431  ___________________________________________________________________
 HF0431  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 HF0431  DYNAMIC HT  -         372.961 (meters)    1223.62  (feet)  COMP
 HF0431  MODELED GRAV-     979,836.8   (mgal)                       NAVD 88
 HF0431
 HF0431  VERT ORDER  -  SECOND    CLASS 0
 HF0431
 HF0431.The horizontal coordinates were scaled from a topographic map and have
 HF0431.an estimated accuracy of +/- 6 seconds.
 HF0431
 HF0431.The orthometric height was determined by differential leveling
 HF0431.and adjusted by the National Geodetic Survey in June 1991..
 HF0431
 HF0431.The geoid height was determined by GEOID03.
 HF0431
 HF0431.The dynamic height is computed by dividing the NAVD 88
 HF0431.geopotential number by the normal gravity value computed on the
 HF0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0431.degrees latitude (g = 980.6199 gals.).
 HF0431
 HF0431.The modeled gravity was interpolated from observed gravity values.
 HF0431
 HF0431;                    North         East    Units  Estimated Accuracy
 HF0431;SPC KS S     -   513,130.      534,470.      MT  (+/- 180 meters Scaled)
 HF0431
 HF0431                          SUPERSEDED SURVEY CONTROL
 HF0431
 HF0431  NGVD 29 (??/??/92)  373.118  (m)         1224.14   (f) ADJ UNCH    2 0
 HF0431
 HF0431.Superseded values are not recommended for survey control.
 HF0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0431.See file dsdata.txt to determine how the superseded data were derived.
 HF0431
 HF0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG785718(NAD 83)
 HF0431_MARKER: DB = BENCH MARK DISK
 HF0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0431_STAMPING: G 241 1934
 HF0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0431+STABILITY: SURFACE MOTION
 HF0431
 HF0431  HISTORY     - Date     Condition        Report By
 HF0431  HISTORY     - 1934     MONUMENTED       CGS
 HF0431  HISTORY     - 1945     GOOD             NGS
 HF0431  HISTORY     - 20060712 MARK NOT FOUND   INDIV
 HF0431
 HF0431                          STATION DESCRIPTION
 HF0431
 HF0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HF0431'AT AUGUSTA.
 HF0431'AT AUGUSTA, BUTLER COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 HF0431'RAILWAY, NEAR MILEAGE 199.6, 45 FEET NORTH AND 12 FEET EAST OF
 HF0431'THE NORTHEAST CORNER OF THE STATION, AND 5 FEET SOUTH OF THE
 HF0431'BRICK PLATFORM.  A STANDARD DISK, STAMPED G 241 1934 AND SET IN
 HF0431'THE TOP OF A CONCRETE POST.
 HF0431
 HF0431                          STATION RECOVERY (2006)
 HF0431
 HF0431'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0431'RAILROAD STATION NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0227 ***********************************************************************
 HF0227  DESIGNATION -  G 242
 HF0227  PID         -  HF0227
 HF0227  STATE/COUNTY-  KS/COWLEY
 HF0227  USGS QUAD   -  NEW SALEM (1979)
 HF0227
 HF0227                         *CURRENT SURVEY CONTROL
 HF0227  ___________________________________________________________________
 HF0227* NAD 83(1986)-  37 18 09.     (N)    096 56 28.     (W)     SCALED    
 HF0227* NAVD 88     -       358.683  (meters)    1176.78   (feet)  ADJUSTED  
 HF0227  ___________________________________________________________________
 HF0227  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 HF0227  DYNAMIC HT  -         358.389 (meters)    1175.81  (feet)  COMP
 HF0227  MODELED GRAV-     979,801.2   (mgal)                       NAVD 88
 HF0227
 HF0227  VERT ORDER  -  SECOND    CLASS 0
 HF0227
 HF0227.The horizontal coordinates were scaled from a topographic map and have
 HF0227.an estimated accuracy of +/- 6 seconds.
 HF0227
 HF0227.The orthometric height was determined by differential leveling
 HF0227.and adjusted by the National Geodetic Survey in June 1991..
 HF0227
 HF0227.The geoid height was determined by GEOID03.
 HF0227
 HF0227.The dynamic height is computed by dividing the NAVD 88
 HF0227.geopotential number by the normal gravity value computed on the
 HF0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0227.degrees latitude (g = 980.6199 gals.).
 HF0227
 HF0227.The modeled gravity was interpolated from observed gravity values.
 HF0227
 HF0227;                    North         East    Units  Estimated Accuracy
 HF0227;SPC KS S     -   471,720.      538,200.      MT  (+/- 180 meters Scaled)
 HF0227
 HF0227                          SUPERSEDED SURVEY CONTROL
 HF0227
 HF0227  NGVD 29 (??/??/92)  358.564  (m)         1176.39   (f) ADJ UNCH    2 0
 HF0227
 HF0227.Superseded values are not recommended for survey control.
 HF0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0227.See file dsdata.txt to determine how the superseded data were derived.
 HF0227
 HF0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG824304(NAD 83)
 HF0227_MARKER: DB = BENCH MARK DISK
 HF0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0227_STAMPING: G 242 1934
 HF0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0227+STABILITY: SURFACE MOTION
 HF0227
 HF0227  HISTORY     - Date     Condition        Report By
 HF0227  HISTORY     - 1934     MONUMENTED       CGS
 HF0227  HISTORY     - 1965     MARK NOT FOUND   USGS
 HF0227
 HF0227                          STATION DESCRIPTION
 HF0227
 HF0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0227'2.6 MI W FROM NEW SALEM.
 HF0227'2.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0227'FROM NEW SALEM, COWLEY COUNTY, NEAR MILEAGE 241.5, AT A
 HF0227'PRIVATE-ROAD CROSSING, 38 FEET EAST OF THE CENTERLINE OF THE
 HF0227'ROAD, 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 34 FEET
 HF0227'NORTH OF THE RIGHT-OF-WAY FENCE, AND 5 FEET SOUTH OF A SPARE-RAIL
 HF0227'SUPPORT.  A STANDARD DISK, STAMPED G 242 1934 AND SET IN THE TOP
 HF0227'OF A CONCRETE POST.
 HF0227
 HF0227                          STATION RECOVERY (1965)
 HF0227
 HF0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HF0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0148 ***********************************************************************
 HF0148  DESIGNATION -  G 243
 HF0148  PID         -  HF0148
 HF0148  STATE/COUNTY-  KS/ELK
 HF0148  USGS QUAD   -  MOLINE (1979)
 HF0148
 HF0148                         *CURRENT SURVEY CONTROL
 HF0148  ___________________________________________________________________
 HF0148* NAD 83(1986)-  37 21 45.     (N)    096 15 48.     (W)     SCALED    
 HF0148* NAVD 88     -       302.457  (meters)     992.31   (feet)  ADJUSTED  
 HF0148  ___________________________________________________________________
 HF0148  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 HF0148  DYNAMIC HT  -         302.211 (meters)     991.50  (feet)  COMP
 HF0148  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 HF0148
 HF0148  VERT ORDER  -  SECOND    CLASS 0
 HF0148
 HF0148.The horizontal coordinates were scaled from a topographic map and have
 HF0148.an estimated accuracy of +/- 6 seconds.
 HF0148
 HF0148.The orthometric height was determined by differential leveling
 HF0148.and adjusted by the National Geodetic Survey in June 1991..
 HF0148
 HF0148.The geoid height was determined by GEOID03.
 HF0148
 HF0148.The dynamic height is computed by dividing the NAVD 88
 HF0148.geopotential number by the normal gravity value computed on the
 HF0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0148.degrees latitude (g = 980.6199 gals.).
 HF0148
 HF0148.The modeled gravity was interpolated from observed gravity values.
 HF0148
 HF0148;                    North         East    Units  Estimated Accuracy
 HF0148;SPC KS S     -   479,600.      598,120.      MT  (+/- 180 meters Scaled)
 HF0148
 HF0148                          SUPERSEDED SURVEY CONTROL
 HF0148
 HF0148  NGVD 29 (??/??/92)  302.310  (m)          991.83   (f) ADJ UNCH    2 0
 HF0148
 HF0148.Superseded values are not recommended for survey control.
 HF0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0148.See file dsdata.txt to determine how the superseded data were derived.
 HF0148
 HF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG423386(NAD 83)
 HF0148_MARKER: DB = BENCH MARK DISK
 HF0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0148_STAMPING: G 243 1935
 HF0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0148+STABILITY: SURFACE MOTION
 HF0148
 HF0148  HISTORY     - Date     Condition        Report By
 HF0148  HISTORY     - 1935     MONUMENTED       CGS
 HF0148
 HF0148                          STATION DESCRIPTION
 HF0148
 HF0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0148'2.3 MI E FROM MOLINE.
 HF0148'2.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0148'FROM MOLINE, ELK COUNTY, AT THE SWITCH FOR THE SPUR TRACK
 HF0148'LEADING TO THE ROCK CRUSHER ON THE SOLWAY PROCESS SIDING, 30 FEET
 HF0148'SOUTHWEST OF THE THIRD POLE WEST OF MILEPOST 200, AT A ROAD
 HF0148'CROSSING, 40 FEET WEST OF THE ROAD, AND 15 FEET NORTH OF THE
 HF0148'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G 243 1935
 HF0148'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HF0148'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0071 ***********************************************************************
 HF0071  DESIGNATION -  G 244
 HF0071  PID         -  HF0071
 HF0071  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0071  USGS QUAD   -  SEDAN (1979)
 HF0071
 HF0071                         *CURRENT SURVEY CONTROL
 HF0071  ___________________________________________________________________
 HF0071* NAD 83(1986)-  37 07 35.     (N)    096 11 13.     (W)     SCALED    
 HF0071* NAVD 88     -       262.956  (meters)     862.71   (feet)  ADJUSTED  
 HF0071  ___________________________________________________________________
 HF0071  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HF0071  DYNAMIC HT  -         262.743 (meters)     862.02  (feet)  COMP
 HF0071  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 HF0071
 HF0071  VERT ORDER  -  SECOND    CLASS 0
 HF0071
 HF0071.The horizontal coordinates were scaled from a topographic map and have
 HF0071.an estimated accuracy of +/- 6 seconds.
 HF0071
 HF0071.The orthometric height was determined by differential leveling
 HF0071.and adjusted by the National Geodetic Survey in June 1991..
 HF0071
 HF0071.The geoid height was determined by GEOID03.
 HF0071
 HF0071.The dynamic height is computed by dividing the NAVD 88
 HF0071.geopotential number by the normal gravity value computed on the
 HF0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0071.degrees latitude (g = 980.6199 gals.).
 HF0071
 HF0071.The modeled gravity was interpolated from observed gravity values.
 HF0071
 HF0071;                    North         East    Units  Estimated Accuracy
 HF0071;SPC KS S     -   453,570.      605,530.      MT  (+/- 180 meters Scaled)
 HF0071
 HF0071                          SUPERSEDED SURVEY CONTROL
 HF0071
 HF0071  NGVD 29 (??/??/92)  262.817  (m)          862.26   (f) ADJ UNCH    2 0
 HF0071
 HF0071.Superseded values are not recommended for survey control.
 HF0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0071.See file dsdata.txt to determine how the superseded data were derived.
 HF0071
 HF0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG499125(NAD 83)
 HF0071_MARKER: DB = BENCH MARK DISK
 HF0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0071_SP_SET: BUILDING
 HF0071_STAMPING: G 244 1935
 HF0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0071
 HF0071  HISTORY     - Date     Condition        Report By
 HF0071  HISTORY     - 1935     MONUMENTED       CGS
 HF0071
 HF0071                          STATION DESCRIPTION
 HF0071
 HF0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0071'AT SEDAN.
 HF0071'AT SEDAN, CHAUTAUQUA COUNTY, ON CHAUTAUQUA STREET, SOUTH OF THE
 HF0071'FIRST NATIONAL BANK, 50 FEET WEST OF THE CENTERLINE OF THE
 HF0071'STREET, IN THE NORTH PORTAL OF THE ENTRANCE TO A RED BRICK
 HF0071'OFFICE BUILDING, AND 3 FEET ABOVE THE SIDEWALK.  A STANDARD
 HF0071'DISK, STAMPED G 244 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0617 ***********************************************************************
 HE0617  DESIGNATION -  G 245
 HE0617  PID         -  HE0617
 HE0617  STATE/COUNTY-  KS/WOODSON
 HE0617  USGS QUAD   -  ROSE (1968)
 HE0617
 HE0617                         *CURRENT SURVEY CONTROL
 HE0617  ___________________________________________________________________
 HE0617* NAD 83(1986)-  37 49 20.     (N)    095 41 27.     (W)     SCALED    
 HE0617* NAVD 88     -       307.036  (meters)    1007.33   (feet)  ADJUSTED  
 HE0617  ___________________________________________________________________
 HE0617  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 HE0617  DYNAMIC HT  -         306.800 (meters)    1006.56  (feet)  COMP
 HE0617  MODELED GRAV-     979,851.8   (mgal)                       NAVD 88
 HE0617
 HE0617  VERT ORDER  -  SECOND    CLASS 0
 HE0617
 HE0617.The horizontal coordinates were scaled from a topographic map and have
 HE0617.an estimated accuracy of +/- 6 seconds.
 HE0617
 HE0617.The orthometric height was determined by differential leveling
 HE0617.and adjusted by the National Geodetic Survey in June 1991..
 HE0617
 HE0617.The geoid height was determined by GEOID03.
 HE0617
 HE0617.The dynamic height is computed by dividing the NAVD 88
 HE0617.geopotential number by the normal gravity value computed on the
 HE0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0617.degrees latitude (g = 980.6199 gals.).
 HE0617
 HE0617.The modeled gravity was interpolated from observed gravity values.
 HE0617
 HE0617;                    North         East    Units  Estimated Accuracy
 HE0617;SPC KS S     -   531,970.      647,280.      MT  (+/- 180 meters Scaled)
 HE0617
 HE0617                          SUPERSEDED SURVEY CONTROL
 HE0617
 HE0617  NGVD 29 (??/??/92)  306.883  (m)         1006.83   (f) ADJ UNCH    2 0
 HE0617
 HE0617.Superseded values are not recommended for survey control.
 HE0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0617.See file dsdata.txt to determine how the superseded data were derived.
 HE0617
 HE0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB631895(NAD 83)
 HE0617_MARKER: DB = BENCH MARK DISK
 HE0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0617+STABILITY: SURFACE MOTION
 HE0617
 HE0617  HISTORY     - Date     Condition        Report By
 HE0617  HISTORY     - 1934     MONUMENTED       CGS
 HE0617
 HE0617                          STATION DESCRIPTION
 HE0617
 HE0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0617'2 MI N FROM ROSE.
 HE0617'2 MILES N. OF ROSE.  MARK IS LOCATED ALONG THE MO. P. RAILROAD
 HE0617'AT MILE POLE 403-10.  11 YDS W. OF CENTER OF TRACK AND 180
 HE0617'YDS. N. OF COUNTY ROAD CROSSING.  5 YDS E. OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0403 ***********************************************************************
 HE0403  DESIGNATION -  G 246
 HE0403  PID         -  HE0403
 HE0403  STATE/COUNTY-  KS/NEOSHO
 HE0403  USGS QUAD   -  CHANUTE (1984)
 HE0403
 HE0403                         *CURRENT SURVEY CONTROL
 HE0403  ___________________________________________________________________
 HE0403* NAD 83(1986)-  37 40 50.     (N)    095 27 06.     (W)     SCALED    
 HE0403* NAVD 88     -       285.105  (meters)     935.38   (feet)  ADJUSTED  
 HE0403  ___________________________________________________________________
 HE0403  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 HE0403  DYNAMIC HT  -         284.884 (meters)     934.66  (feet)  COMP
 HE0403  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 HE0403
 HE0403  VERT ORDER  -  SECOND    CLASS 0
 HE0403
 HE0403.The horizontal coordinates were scaled from a topographic map and have
 HE0403.an estimated accuracy of +/- 6 seconds.
 HE0403
 HE0403.The orthometric height was determined by differential leveling
 HE0403.and adjusted by the National Geodetic Survey in June 1991..
 HE0403
 HE0403.The geoid height was determined by GEOID03.
 HE0403
 HE0403.The dynamic height is computed by dividing the NAVD 88
 HE0403.geopotential number by the normal gravity value computed on the
 HE0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0403.degrees latitude (g = 980.6199 gals.).
 HE0403
 HE0403.The modeled gravity was interpolated from observed gravity values.
 HE0403
 HE0403;                    North         East    Units  Estimated Accuracy
 HE0403;SPC KS S     -   516,920.      668,840.      MT  (+/- 180 meters Scaled)
 HE0403
 HE0403                          SUPERSEDED SURVEY CONTROL
 HE0403
 HE0403  NGVD 29 (??/??/92)  284.967  (m)          934.93   (f) ADJ UNCH    2 0
 HE0403
 HE0403.Superseded values are not recommended for survey control.
 HE0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0403.See file dsdata.txt to determine how the superseded data were derived.
 HE0403
 HE0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB838732(NAD 83)
 HE0403_MARKER: DB = BENCH MARK DISK
 HE0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0403_STAMPING: G 246 1934
 HE0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0403+STABILITY: SURFACE MOTION
 HE0403
 HE0403  HISTORY     - Date     Condition        Report By
 HE0403  HISTORY     - 1934     MONUMENTED       CGS
 HE0403  HISTORY     - 1973     MARK NOT FOUND   USGS
 HE0403
 HE0403                          STATION DESCRIPTION
 HE0403
 HE0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0403'AT CHANUTE.
 HE0403'AT CHANUTE, NEOSHO COUNTY, AT THE CITY HALL, IN THE NORTHWEST
 HE0403'CORNER OF THE MEMORIAL BUILDING LAWN, AND 4.5 FEET NORTHWEST
 HE0403'OF A FLAGPOLE.  A STANDARD DISK, STAMPED G 246 1934 AND SET
 HE0403'IN THE TOP OF A CONCRETE POST.
 HE0403
 HE0403                          STATION RECOVERY (1973)
 HE0403
 HE0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HE0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0235 ***********************************************************************
 HE0235  DESIGNATION -  G 247
 HE0235  PID         -  HE0235
 HE0235  STATE/COUNTY-  KS/CRAWFORD
 HE0235  USGS QUAD   -  CHEROKEE (1964)
 HE0235
 HE0235                         *CURRENT SURVEY CONTROL
 HE0235  ___________________________________________________________________
 HE0235* NAD 83(1986)-  37 20 44.     (N)    094 48 32.     (W)     SCALED    
 HE0235* NAVD 88     -       289.392  (meters)     949.45   (feet)  ADJUSTED  
 HE0235  ___________________________________________________________________
 HE0235  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HE0235  DYNAMIC HT  -         289.163 (meters)     948.70  (feet)  COMP
 HE0235  MODELED GRAV-     979,829.0   (mgal)                       NAVD 88
 HE0235
 HE0235  VERT ORDER  -  SECOND    CLASS 0
 HE0235
 HE0235.The horizontal coordinates were scaled from a topographic map and have
 HE0235.an estimated accuracy of +/- 6 seconds.
 HE0235
 HE0235.The orthometric height was determined by differential leveling
 HE0235.and adjusted by the National Geodetic Survey in June 1991..
 HE0235
 HE0235.The geoid height was determined by GEOID03.
 HE0235
 HE0235.The dynamic height is computed by dividing the NAVD 88
 HE0235.geopotential number by the normal gravity value computed on the
 HE0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0235.degrees latitude (g = 980.6199 gals.).
 HE0235
 HE0235.The modeled gravity was interpolated from observed gravity values.
 HE0235
 HE0235;                    North         East    Units  Estimated Accuracy
 HE0235;SPC KS S     -   481,820.      726,970.      MT  (+/- 180 meters Scaled)
 HE0235
 HE0235                          SUPERSEDED SURVEY CONTROL
 HE0235
 HE0235  NGVD 29 (??/??/92)  289.278  (m)          949.07   (f) ADJ UNCH    2 0
 HE0235
 HE0235.Superseded values are not recommended for survey control.
 HE0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0235.See file dsdata.txt to determine how the superseded data were derived.
 HE0235
 HE0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB397347(NAD 83)
 HE0235_MARKER: DB = BENCH MARK DISK
 HE0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0235_STAMPING: G 247 1935
 HE0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0235+STABILITY: SURFACE MOTION
 HE0235
 HE0235  HISTORY     - Date     Condition        Report By
 HE0235  HISTORY     - 1935     MONUMENTED       CGS
 HE0235
 HE0235                          STATION DESCRIPTION
 HE0235
 HE0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0235'NEAR CHEROKEE.
 HE0235'AT CHEROKEE, CRAWFORD COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HE0235'12 RAILS NORTHEAST OF THE STATION, 4 FEET NORTH OF THE THIRTIETH
 HE0235'POLE WEST OF MILEPOST 365, AND 36 FEET NORTH OF THE CENTERLINE
 HE0235'OF THE MAIN TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 HE0235'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0581 ***********************************************************************
 HE0581  DESIGNATION -  G 25
 HE0581  PID         -  HE0581
 HE0581  STATE/COUNTY-  KS/GREENWOOD
 HE0581  USGS QUAD   -  TORONTO (1969)
 HE0581
 HE0581                         *CURRENT SURVEY CONTROL
 HE0581  ___________________________________________________________________
 HE0581* NAD 83(1986)-  37 50 12.     (N)    095 58 36.     (W)     SCALED    
 HE0581* NAVD 88     -       280.960  (meters)     921.78   (feet)  ADJUSTED  
 HE0581  ___________________________________________________________________
 HE0581  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HE0581  DYNAMIC HT  -         280.745 (meters)     921.08  (feet)  COMP
 HE0581  MODELED GRAV-     979,855.7   (mgal)                       NAVD 88
 HE0581
 HE0581  VERT ORDER  -  FIRST     CLASS II
 HE0581
 HE0581.The horizontal coordinates were scaled from a topographic map and have
 HE0581.an estimated accuracy of +/- 6 seconds.
 HE0581
 HE0581.The orthometric height was determined by differential leveling
 HE0581.and adjusted by the National Geodetic Survey in June 1991..
 HE0581
 HE0581.The geoid height was determined by GEOID03.
 HE0581
 HE0581.The dynamic height is computed by dividing the NAVD 88
 HE0581.geopotential number by the normal gravity value computed on the
 HE0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0581.degrees latitude (g = 980.6199 gals.).
 HE0581
 HE0581.The modeled gravity was interpolated from observed gravity values.
 HE0581
 HE0581;                    North         East    Units  Estimated Accuracy
 HE0581;SPC KS S     -   532,860.      622,080.      MT  (+/- 180 meters Scaled)
 HE0581
 HE0581                          SUPERSEDED SURVEY CONTROL
 HE0581
 HE0581  NGVD 29 (??/??/92)  280.819  (m)          921.32   (f) ADJ UNCH    1 2
 HE0581
 HE0581.Superseded values are not recommended for survey control.
 HE0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0581.See file dsdata.txt to determine how the superseded data were derived.
 HE0581
 HE0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB380918(NAD 83)
 HE0581_MARKER: DB = BENCH MARK DISK
 HE0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0581_STAMPING: G 25 1933
 HE0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0581+STABILITY: SURFACE MOTION
 HE0581
 HE0581  HISTORY     - Date     Condition        Report By
 HE0581  HISTORY     - 1933     MONUMENTED       CGS
 HE0581  HISTORY     - 1956     GOOD             NGS
 HE0581
 HE0581                          STATION DESCRIPTION
 HE0581
 HE0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HE0581'3.3 MI SE FROM QUINCY.
 HE0581'3.3 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 HE0581'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT QUINCY,
 HE0581'GREENWOOD COUNTY, 121 YARDS SOUTHEAST OF THE SOUTHEAST ABUTMENT
 HE0581'OF BRIDGE 20 A, AT THE CROSSING OF A NORTH-AND-SOUTH ROAD, 60
 HE0581'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 50 FEET NORTH OF
 HE0581'THE CENTERLINE OF U.S. HIGHWAY 54.  A STANDARD DISK, STAMPED
 HE0581'G 25 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HE0581'6 INCHES ABOVE GROUND.  NOTE-- MARK WAS RELOCATED SINCE IT WAS
 HE0581'IN THE CONSTRUCTION AREA OF TORONTO DAM AND RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0288 ***********************************************************************
 HE0288  DESIGNATION -  G 251
 HE0288  PID         -  HE0288
 HE0288  STATE/COUNTY-  KS/BOURBON
 HE0288  USGS QUAD   -  HAMMOND (1977)
 HE0288
 HE0288                         *CURRENT SURVEY CONTROL
 HE0288  ___________________________________________________________________
 HE0288* NAD 83(1986)-  37 58 43.     (N)    094 42 45.     (W)     SCALED    
 HE0288* NAVD 88     -       258.233  (meters)     847.22   (feet)  ADJUSTED  
 HE0288  ___________________________________________________________________
 HE0288  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 HE0288  DYNAMIC HT  -         258.042 (meters)     846.59  (feet)  COMP
 HE0288  MODELED GRAV-     979,886.2   (mgal)                       NAVD 88
 HE0288
 HE0288  VERT ORDER  -  SECOND    CLASS 0
 HE0288
 HE0288.The horizontal coordinates were scaled from a topographic map and have
 HE0288.an estimated accuracy of +/- 6 seconds.
 HE0288
 HE0288.The orthometric height was determined by differential leveling
 HE0288.and adjusted by the National Geodetic Survey in June 1991..
 HE0288
 HE0288.The geoid height was determined by GEOID03.
 HE0288
 HE0288.The dynamic height is computed by dividing the NAVD 88
 HE0288.geopotential number by the normal gravity value computed on the
 HE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0288.degrees latitude (g = 980.6199 gals.).
 HE0288
 HE0288.The modeled gravity was interpolated from observed gravity values.
 HE0288
 HE0288;                    North         East    Units  Estimated Accuracy
 HE0288;SPC KS S     -   552,360.      732,650.      MT  (+/- 180 meters Scaled)
 HE0288
 HE0288                          SUPERSEDED SURVEY CONTROL
 HE0288
 HE0288  NGVD 29 (??/??/92)  258.109  (m)          846.81   (f) ADJ UNCH    2 0
 HE0288
 HE0288.Superseded values are not recommended for survey control.
 HE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0288.See file dsdata.txt to determine how the superseded data were derived.
 HE0288
 HE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC495048(NAD 83)
 HE0288_MARKER: DB = BENCH MARK DISK
 HE0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0288_SP_SET: CULVERT
 HE0288_STAMPING: G 251 1934
 HE0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0288
 HE0288  HISTORY     - Date     Condition        Report By
 HE0288  HISTORY     - 1934     MONUMENTED       CGS
 HE0288  HISTORY     - 1975     GOOD             KSDT
 HE0288  HISTORY     - 1975     GOOD             KSDT
 HE0288
 HE0288                          STATION DESCRIPTION
 HE0288
 HE0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0288'3 MI N FROM HAMMOND.
 HE0288'ABOUT 3 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HE0288'FROM HAMMOND, BOURBON COUNTY, 27 POLES SOUTH OF MILEPOST 88,
 HE0288'10-1/2 RAILS SOUTH OF U.S. HIGHWAY 73 E, IN THE EAST CONCRETE
 HE0288'RETAINING WALL OF A CULVERT, 1 FOOT SOUTH OF THE NORTH END OF
 HE0288'THE WALL, AND 12 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.
 HE0288'A STANDARD DISK, STAMPED G 251 1934.
 HE0288
 HE0288                          STATION RECOVERY (1975)
 HE0288
 HE0288'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1975
 HE0288'RECOVERED IN GOOD CONDITION.
 HE0288
 HE0288                          STATION RECOVERY (1975)
 HE0288
 HE0288'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1975
 HE0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0831 ***********************************************************************
 JE0831  DESIGNATION -  G 252
 JE0831  PID         -  JE0831
 JE0831  STATE/COUNTY-  KS/MIAMI
 JE0831  USGS QUAD   -  PAOLA EAST (1973)
 JE0831
 JE0831                         *CURRENT SURVEY CONTROL
 JE0831  ___________________________________________________________________
 JE0831* NAD 83(1986)-  38 31 59.     (N)    094 51 45.     (W)     SCALED    
 JE0831* NAVD 88     -       266.115  (meters)     873.08   (feet)  ADJUSTED  
 JE0831  ___________________________________________________________________
 JE0831  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE0831  DYNAMIC HT  -         265.931 (meters)     872.48  (feet)  COMP
 JE0831  MODELED GRAV-     979,932.3   (mgal)                       NAVD 88
 JE0831
 JE0831  VERT ORDER  -  SECOND    CLASS 0
 JE0831
 JE0831.The horizontal coordinates were scaled from a topographic map and have
 JE0831.an estimated accuracy of +/- 6 seconds.
 JE0831
 JE0831.The orthometric height was determined by differential leveling
 JE0831.and adjusted by the National Geodetic Survey in June 1991..
 JE0831
 JE0831.The geoid height was determined by GEOID03.
 JE0831
 JE0831.The dynamic height is computed by dividing the NAVD 88
 JE0831.geopotential number by the normal gravity value computed on the
 JE0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0831.degrees latitude (g = 980.6199 gals.).
 JE0831
 JE0831.The modeled gravity was interpolated from observed gravity values.
 JE0831
 JE0831;                    North         East    Units  Estimated Accuracy
 JE0831;SPC KS S     -   613,330.      717,080.      MT  (+/- 180 meters Scaled)
 JE0831
 JE0831                          SUPERSEDED SURVEY CONTROL
 JE0831
 JE0831  NGVD 29 (??/??/92)  265.973  (m)          872.61   (f) ADJ UNCH    2 0
 JE0831
 JE0831.Superseded values are not recommended for survey control.
 JE0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0831.See file dsdata.txt to determine how the superseded data were derived.
 JE0831
 JE0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC376666(NAD 83)
 JE0831_MARKER: DB = BENCH MARK DISK
 JE0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0831_STAMPING: G 252 1934
 JE0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0831+STABILITY: SURFACE MOTION
 JE0831
 JE0831  HISTORY     - Date     Condition        Report By
 JE0831  HISTORY     - 1934     MONUMENTED       CGS
 JE0831  HISTORY     - 1950     GOOD             NGS
 JE0831
 JE0831                          STATION DESCRIPTION
 JE0831
 JE0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0831'2 MI N FROM HENSON.
 JE0831'2.0 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JE0831'HENSON, 14-1/2 POLES SOUTH OF MILEPOST 46, 40 FEET WEST OF THE WEST
 JE0831'RAIL, 14 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 1 FOOT
 JE0831'EAST OF THE RIGHT-OF-WAY FENCE END POST.  THE DISK IS SET IN A
 JE0831'CONCRETE POST, PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0224 ***********************************************************************
 HE0224  DESIGNATION -  G 253
 HE0224  PID         -  HE0224
 HE0224  STATE/COUNTY-  KS/CRAWFORD
 HE0224  USGS QUAD   -  RADLEY (1977)
 HE0224
 HE0224                         *CURRENT SURVEY CONTROL
 HE0224  ___________________________________________________________________
 HE0224* NAD 83(1997)-  37 23 49.36733(N)    094 49 21.84339(W)     ADJUSTED  
 HE0224* NAVD 88     -       298.001  (meters)     977.69   (feet)  ADJUSTED  
 HE0224  ___________________________________________________________________
 HE0224  X           -    -426,551.020 (meters)                     COMP
 HE0224  Y           -  -5,055,602.521 (meters)                     COMP
 HE0224  Z           -   3,852,655.145 (meters)                     COMP
 HE0224  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 HE0224  ELLIP HEIGHT-         267.51  (meters)          (08/16/04) GPS OBS
 HE0224  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HE0224  DYNAMIC HT  -         297.766 (meters)     976.92  (feet)  COMP
 HE0224  MODELED GRAV-     979,832.5   (mgal)                       NAVD 88
 HE0224
 HE0224  HORZ ORDER  -  FIRST
 HE0224  VERT ORDER  -  SECOND    CLASS 0
 HE0224  ELLP ORDER  -  FOURTH    CLASS II
 HE0224
 HE0224.The horizontal coordinates were established by GPS observations
 HE0224.and adjusted by the National Geodetic Survey in December 1997..
 HE0224.No horizontal observational check was made to the station.
 HE0224
 HE0224.The orthometric height was determined by differential leveling
 HE0224.and adjusted by the National Geodetic Survey in June 1991..
 HE0224
 HE0224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE0224
 HE0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0224
 HE0224.The ellipsoidal height was determined by GPS observations
 HE0224.and is referenced to NAD 83.
 HE0224
 HE0224.The geoid height was determined by GEOID03.
 HE0224
 HE0224.The dynamic height is computed by dividing the NAVD 88
 HE0224.geopotential number by the normal gravity value computed on the
 HE0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0224.degrees latitude (g = 980.6199 gals.).
 HE0224
 HE0224.The modeled gravity was interpolated from observed gravity values.
 HE0224
 HE0224;                    North         East     Units Scale Factor Converg.
 HE0224;SPC KS S     -   487,481.373   725,517.845   MT  0.99997693   +2 15 35.2
 HE0224;UTM  15      - 4,140,478.426   338,660.235   MT  0.99992065   -1 06 26.1
 HE0224
 HE0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0224!SPC KS S     -   0.99995802  x   0.99997693  =   0.99993495
 HE0224!UTM  15      -   0.99995802  x   0.99992065  =   0.99987868
 HE0224
 HE0224                          SUPERSEDED SURVEY CONTROL
 HE0224
 HE0224  ELLIP H (12/22/97)  267.57   (m)                       GP(       ) 4 1
 HE0224  NAD 83(1997)-  37 23 49.37960(N)    094 49 21.84693(W) AD(       ) 3
 HE0224  NAD 83(1986)-  37 23 49.39023(N)    094 49 21.84987(W) AD(       ) 3
 HE0224  NAVD 88 (12/22/97)  298.00   (m)          977.7    (f) LEVELING    3  
 HE0224  NGVD 29 (??/??/92)  297.885  (m)          977.31   (f) ADJ UNCH    2 0
 HE0224
 HE0224.Superseded values are not recommended for survey control.
 HE0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0224.See file dsdata.txt to determine how the superseded data were derived.
 HE0224
 HE0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3866040478(NAD 83)
 HE0224_MARKER: DB = BENCH MARK DISK
 HE0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0224_SP_SET: CONCRETE POST
 HE0224_STAMPING: G 253 1934
 HE0224_MARK LOGO: CGS   
 HE0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0224+STABILITY: SURFACE MOTION
 HE0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0224+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004
 HE0224
 HE0224  HISTORY     - Date     Condition        Report By
 HE0224  HISTORY     - 1934     MONUMENTED       CGS
 HE0224  HISTORY     - 19881125 GOOD             NGS
 HE0224  HISTORY     - 19890701 GOOD             NGS
 HE0224  HISTORY     - 19900105 GOOD
 HE0224  HISTORY     - 19970311 GOOD             NGS
 HE0224  HISTORY     - 20040122 GOOD             SKW
 HE0224
 HE0224                          STATION DESCRIPTION
 HE0224
 HE0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0224'3 MI S FROM BEULAH.
 HE0224'3 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0224'THE STATION AT BEULAH, CRAWFORD COUNTY, 16 POLES SOUTH OF MILEPOST
 HE0224'132, 42 FEET NORTH OF THE CENTERLINE OF A ROAD, AND 43 FEET
 HE0224'WEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK SET
 HE0224'IN THE TOP OF A CONCRETE POST.
 HE0224
 HE0224                          STATION RECOVERY (1988)
 HE0224
 HE0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HE0224'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTH OF CHEROKEE, 13 KM
 HE0224'(8.10 MI) SOUTH OF GIRARD AT THE JUNCTION OF A GRAVEL ROAD AND A
 HE0224'RAILROAD TRACK, INSIDE A PASTURE FENCE BUT ON RAILROAD RIGHT-OF-WAY,
 HE0224'ON THE SOUTH CENTRAL EDGE OF SECTION 30, T30S R23E. OWNERSHIP--ST
 HE0224'LOUIS-SAN FRANCISCO RAILROAD.
 HE0224'TO REACH THE STATION FROM THE COURTHOUSE IN GIRARD, GO SOUTH ON STATE
 HE0224'HIGHWAY 7 FOR 11.62 KM (7.20 MI) TO ITS JUNCTION WITH STATE HIGHWAY
 HE0224'126. CONTINUE SOUTH ON HIGHWAY 7 FOR 1.61 KM (1.00 MI) TO A GRAVEL
 HE0224'CROSSROAD. TURN LEFT AND GO EAST FOR 0.87 KM (0.55 MI) TO THE RAILROAD
 HE0224'TRACK AND STATION ON THE LEFT.
 HE0224'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 HE0224'PROJECTING 25 CM. IT IS 9.4 M (30.8 FT) NORTH OF THE ROAD CENTER, 14.4
 HE0224'M (47.2 FT) WEST OF AND 1.0 M (3.3 FT) LOWER THAN THE WEST RAIL OF
 HE0224'TRACK, 2.7 M (8.9 FT) NORTH OF A FENCE CORNER, AND 0.3 M (1.0 FT) WEST
 HE0224'OF A FIBERGLASS WITNESS POST IN THE FENCE LINE.
 HE0224'NOTE---TRIPOD WILL HAVE TO STRADDLE FENCE. STAY OUT OF THE PASTURE AS
 HE0224'NO PERMISSION WAS ASKED FOR.
 HE0224'DESCRIBED BY GRH.
 HE0224
 HE0224                          STATION RECOVERY (1989)
 HE0224
 HE0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HE0224'THE STATION IS LOCATED ABOUT 13 KM (8.10 MI) SOUTH OF GIRARD, 6.4 KM
 HE0224'(4.00 MI) NORTH OF CHEROKEE, AT THE JUNCTION OF A GRAVEL ROAD AND A
 HE0224'RAILROAD TRACK, INSIDE A PASTURE FENCE BUT ON RAILROAD RIGHT-OF-WAY,
 HE0224'ON THE SOUTH CENTRAL EDGE OF SECTION 30, T 30 S, R 23 E.
 HE0224'OWNERSHIP--ST LOUIS-SAN FRANCISCO RAILROAD.
 HE0224'TO REACH THE STATION FROM THE COURTHOUSE IN GIRARD, GO SOUTH ON STATE
 HE0224'HIGHWAY 7 FOR 11.6 KM (7.20 MI) TO THE JUNCTION OF STATE HIGHWAY 126.
 HE0224'CONTINUE SOUTH FOR 1.6 KM (1.00 MI) TO A GRAVEL CROSSROAD.  TURN LEFT
 HE0224'AND GO EAST FOR 0.9 KM (0.55 MI) TO THE RAILROAD TRACK AND THE STATION
 HE0224'ON THE LEFT.
 HE0224'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 HE0224'CONCRETE POST PROJECTING 25 CM ABOVE THE GROUND AND 1 METER BELOW THE
 HE0224'TRACK.  LOCATED 14.4 M (47.2 FT) WEST OF THE WEST RAIL, 9.4 M
 HE0224'(30.8 FT) NORTH OF THE ROAD CENTER, 2.7 M (8.9 FT) NORTH OF A FENCE
 HE0224'CORNER AND 0.3 M (1.0 FT) WEST OF A CARSONITE WITNESS POST IN FENCE
 HE0224'LINE.
 HE0224'DESCRIBED BY G.R. HEID, TYPED BY HJS.
 HE0224
 HE0224                          STATION RECOVERY (1990)
 HE0224
 HE0224'RECOVERED 1990
 HE0224'RECOVERED IN GOOD CONDITION.
 HE0224
 HE0224                          STATION RECOVERY (1997)
 HE0224
 HE0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HE0224'THE STATION IS LOCATED ABOUT 13 KM (8.05 MI) SOUTH OF GIRARD, 6 KM
 HE0224'(3.70 MI) NORTH OF CHEROKEE, IN THE NORTHWEST QUADRANT OF THE JUNCTION
 HE0224'OF A GRAVEL ROAD AND A RAILROAD TRACK, JUST INSIDE A PASTURE FENCE BUT
 HE0224'ON RAILROAD RIGHT-OF-WAY.  OWNERSHIP--ST LOUIS-SAN FRANCISCO RAILROAD.
 HE0224'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 57 IN GIRARD, ABOUT
 HE0224'0.32 KM (0.20 MI) NORTH OF THE COURTHOUSE, GO SOUTH ON HIGHWAY 7 FOR
 HE0224'11.6 KM (7.20 MI) TO THE JUNCTION OF STATE HIGHWAY 126.  CONTINUE
 HE0224'AHEAD, SOUTH ON HIGHWAY 7 FOR 1.6 KM (1.00 MI) TO A GRAVEL CROSSROAD
 HE0224'(540 AVENUE).  TURN LEFT, EAST ON THE GRAVEL ROAD FOR 0.9 KM (0.55 MI)
 HE0224'TO THE STATION ON THE LEFT JUST BEFORE THE RAILROAD TRACK.  THE
 HE0224'STATION IS SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING
 HE0224'25 CM ABOVE GROUND.  IT IS 14.4 M (47.2 FT) WEST OF THE WEST RAIL OF
 HE0224'THE TRACKS, 9.4 M (30.8 FT) NORTH OF THE CENTER OF ROAD, 2.7 M (8.9
 HE0224'FT) NORTH OF A FENCE CORNER AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS
 HE0224'WITNESS POST IN A FENCE LINE.
 HE0224
 HE0224                          STATION RECOVERY (2004)
 HE0224
 HE0224'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 HE0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6012 ***********************************************************************
 AB6012  DESIGNATION -  G 256 RESET
 AB6012  PID         -  AB6012
 AB6012  STATE/COUNTY-  KS/JEFFERSON
 AB6012  USGS QUAD   -  WINCHESTER (1979)
 AB6012
 AB6012                         *CURRENT SURVEY CONTROL
 AB6012  ___________________________________________________________________
 AB6012* NAD 83(1986)-  39 16 26.     (N)    095 18 39.     (W)     SCALED    
 AB6012* NAVD 88     -       334.01   (meters)    1095.8    (feet)  RESET     
 AB6012  ___________________________________________________________________
 AB6012  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 AB6012
 AB6012  VERT ORDER  -  THIRD
 AB6012
 AB6012.The horizontal coordinates were scaled from a topographic map and have
 AB6012.an estimated accuracy of +/- 6 seconds.
 AB6012
 AB6012.The orthometric height was computed from unverified reset data.
 AB6012
 AB6012.The geoid height was determined by GEOID03.
 AB6012
 AB6012;                    North         East    Units  Estimated Accuracy
 AB6012;SPC KS N     -   107,860.      632,010.      MT  (+/- 180 meters Scaled)
 AB6012
 AB6012                          SUPERSEDED SURVEY CONTROL
 AB6012
 AB6012.No superseded survey control is available for this station.
 AB6012
 AB6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD006497(NAD 83)
 AB6012_MARKER: DB = BENCH MARK DISK
 AB6012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6012_STAMPING: G 256 RESET 1965
 AB6012_MARK LOGO: CGS   
 AB6012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6012+STABILITY: SURFACE MOTION
 AB6012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB6012+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 AB6012
 AB6012  HISTORY     - Date     Condition        Report By
 AB6012  HISTORY     - 1965     MONUMENTED       CGS
 AB6012  HISTORY     - 20060903 GOOD             GEOCAC
 AB6012
 AB6012                          STATION DESCRIPTION
 AB6012
 AB6012'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAE)
 AB6012'4.1 MILES (6.6 KM) NORTH ALONG US HIGHWAY 59 FROM ITS JUNCTION WITH
 AB6012'STATE HIGHWAYS 16 AND 92 IN OSKALOOSA, IN THE NORTHEAST ANGLE OF
 AB6012'CROSSROADS, 133 FEET (40.5 M) NORTH OF THE CENTERLINE OF EAST-WEST
 AB6012'ROAD, 75 FEET (22.9 M) EAST OF THE CENTERLINE OF THE HIGHWAY AND 2
 AB6012'FEET (0.6 M) SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 AB6012'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 AB6012
 AB6012                          STATION RECOVERY (2006)
 AB6012
 AB6012'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 AB6012'CONCRETE MONUMENT IS FLUSH WITH THE GROUND.
 AB6012' 
 AB6012'HH2 N39 16 28.3 W95 18 39.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1065 ***********************************************************************
 JE1065  DESIGNATION -  G 257
 JE1065  PID         -  JE1065
 JE1065  STATE/COUNTY-  KS/FRANKLIN
 JE1065  USGS QUAD   -  RICHMOND (1983)
 JE1065
 JE1065                         *CURRENT SURVEY CONTROL
 JE1065  ___________________________________________________________________
 JE1065* NAD 83(1986)-  38 25 04.     (N)    095 15 38.     (W)     SCALED    
 JE1065* NAVD 88     -       305.454  (meters)    1002.14   (feet)  ADJUSTED  
 JE1065  ___________________________________________________________________
 JE1065  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JE1065  DYNAMIC HT  -         305.237 (meters)    1001.43  (feet)  COMP
 JE1065  MODELED GRAV-     979,912.1   (mgal)                       NAVD 88
 JE1065
 JE1065  VERT ORDER  -  SECOND    CLASS 0
 JE1065
 JE1065.The horizontal coordinates were scaled from a topographic map and have
 JE1065.an estimated accuracy of +/- 6 seconds.
 JE1065
 JE1065.The orthometric height was determined by differential leveling
 JE1065.and adjusted by the National Geodetic Survey in June 1991..
 JE1065
 JE1065.The geoid height was determined by GEOID03.
 JE1065
 JE1065.The dynamic height is computed by dividing the NAVD 88
 JE1065.geopotential number by the normal gravity value computed on the
 JE1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1065.degrees latitude (g = 980.6199 gals.).
 JE1065
 JE1065.The modeled gravity was interpolated from observed gravity values.
 JE1065
 JE1065;                    North         East    Units  Estimated Accuracy
 JE1065;SPC KS S     -   599,270.      682,840.      MT  (+/- 180 meters Scaled)
 JE1065
 JE1065                          SUPERSEDED SURVEY CONTROL
 JE1065
 JE1065  NGVD 29 (??/??/92)  305.331  (m)         1001.74   (f) ADJ UNCH    2 0
 JE1065
 JE1065.Superseded values are not recommended for survey control.
 JE1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1065.See file dsdata.txt to determine how the superseded data were derived.
 JE1065
 JE1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC026545(NAD 83)
 JE1065_MARKER: DB = BENCH MARK DISK
 JE1065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1065_SP_SET: SEMAPHORE BASE
 JE1065_STAMPING: G 257 1938
 JE1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1065
 JE1065  HISTORY     - Date     Condition        Report By
 JE1065  HISTORY     - 1938     MONUMENTED       CGS
 JE1065  HISTORY     - 1950     GOOD             NGS
 JE1065
 JE1065                          STATION DESCRIPTION
 JE1065
 JE1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JE1065'AT RICHMOND.
 JE1065'1.2 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1065'FROM THE STATION AT RICHMOND, FRANKLIN COUNTY, 500 FEET SOUTH OF
 JE1065'THE CROSSING OF AN EAST-AND-WEST DIRT ROAD, AT SEMAPHORE 722,
 JE1065'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE, 9 FEET
 JE1065'FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 7 INCHES
 JE1065'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED G
 JE1065'257, 1938.
 JE1065
 JE1065                          STATION RECOVERY (1950)
 JE1065
 JE1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0475 ***********************************************************************
 JG0475  DESIGNATION -  G 258
 JG0475  PID         -  JG0475
 JG0475  STATE/COUNTY-  KS/NESS
 JG0475  USGS QUAD   -  NESS CITY (1966)
 JG0475
 JG0475                         *CURRENT SURVEY CONTROL
 JG0475  ___________________________________________________________________
 JG0475* NAD 83(1986)-  38 23 26.     (N)    099 53 52.     (W)     SCALED    
 JG0475* NAVD 88     -       697.051  (meters)    2286.91   (feet)  ADJUSTED  
 JG0475  ___________________________________________________________________
 JG0475  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 JG0475  DYNAMIC HT  -         696.491 (meters)    2285.07  (feet)  COMP
 JG0475  MODELED GRAV-     979,801.7   (mgal)                       NAVD 88
 JG0475
 JG0475  VERT ORDER  -  SECOND    CLASS 0
 JG0475
 JG0475.The horizontal coordinates were scaled from a topographic map and have
 JG0475.an estimated accuracy of +/- 6 seconds.
 JG0475
 JG0475.The orthometric height was determined by differential leveling
 JG0475.and adjusted by the National Geodetic Survey in June 1991..
 JG0475
 JG0475.The geoid height was determined by GEOID03.
 JG0475
 JG0475.The dynamic height is computed by dividing the NAVD 88
 JG0475.geopotential number by the normal gravity value computed on the
 JG0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0475.degrees latitude (g = 980.6199 gals.).
 JG0475
 JG0475.The modeled gravity was interpolated from observed gravity values.
 JG0475
 JG0475;                    North         East    Units  Estimated Accuracy
 JG0475;SPC KS S     -   592,250.      277,890.      MT  (+/- 180 meters Scaled)
 JG0475
 JG0475                          SUPERSEDED SURVEY CONTROL
 JG0475
 JG0475  NGVD 29 (??/??/92)  696.781  (m)         2286.02   (f) ADJ UNCH    2 0
 JG0475
 JG0475.Superseded values are not recommended for survey control.
 JG0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0475.See file dsdata.txt to determine how the superseded data were derived.
 JG0475
 JG0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH215495(NAD 83)
 JG0475_MARKER: DB = BENCH MARK DISK
 JG0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0475_SP_SET: CULVERT
 JG0475_STAMPING: G 258 1938
 JG0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0475
 JG0475  HISTORY     - Date     Condition        Report By
 JG0475  HISTORY     - 1938     MONUMENTED       CGS
 JG0475
 JG0475                          STATION DESCRIPTION
 JG0475
 JG0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JG0475'4.3 MI S FROM NESS CITY.
 JG0475'4.3 MILES SOUTH BY HIGHWAY.  ALONG HIGHWAY NO. U.S. 283 SET IN
 JG0475'CENTER OF TOP OF WEST HEADWALL OF A CONCRETE HIGHWAY CULVERT.
 JG0475'15 FT. WEST OF CENTER-LINE OF HIGHWAY.  6 IN. ABOVE ROAD LEVEL.
 JG0475'SET HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0262 ***********************************************************************
 KE0262  DESIGNATION -  G 259
 KE0262  PID         -  KE0262
 KE0262  STATE/COUNTY-  KS/JOHNSON
 KE0262  USGS QUAD   -  SHAWNEE (1991)
 KE0262
 KE0262                         *CURRENT SURVEY CONTROL
 KE0262  ___________________________________________________________________
 KE0262* NAD 83(1986)-  39 05 13.     (N)    094 42 18.     (W)     SCALED    
 KE0262* NAVD 88     -       234.927  (meters)     770.76   (feet)  ADJUSTED  
 KE0262  ___________________________________________________________________
 KE0262  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE0262  DYNAMIC HT  -         234.774 (meters)     770.25  (feet)  COMP
 KE0262  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 KE0262
 KE0262  VERT ORDER  -  SECOND    CLASS 0
 KE0262
 KE0262.The horizontal coordinates were scaled from a topographic map and have
 KE0262.an estimated accuracy of +/- 6 seconds.
 KE0262
 KE0262.The orthometric height was determined by differential leveling
 KE0262.and adjusted by the National Geodetic Survey in June 1991..
 KE0262
 KE0262.The geoid height was determined by GEOID03.
 KE0262
 KE0262.The dynamic height is computed by dividing the NAVD 88
 KE0262.geopotential number by the normal gravity value computed on the
 KE0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0262.degrees latitude (g = 980.6199 gals.).
 KE0262
 KE0262.The modeled gravity was interpolated from observed gravity values.
 KE0262
 KE0262;                    North         East    Units  Estimated Accuracy
 KE0262;SPC KS N     -    88,850.      685,010.      MT  (+/- 180 meters Scaled)
 KE0262
 KE0262                          SUPERSEDED SURVEY CONTROL
 KE0262
 KE0262  NGVD 29 (??/??/92)  234.831  (m)          770.44   (f) ADJ UNCH    2 0
 KE0262
 KE0262.Superseded values are not recommended for survey control.
 KE0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0262.See file dsdata.txt to determine how the superseded data were derived.
 KE0262
 KE0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD525278(NAD 83)
 KE0262_MARKER: DB = BENCH MARK DISK
 KE0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0262_SP_SET: CONCRETE BASE
 KE0262_STAMPING: G 259 1940
 KE0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0262
 KE0262  HISTORY     - Date     Condition        Report By
 KE0262  HISTORY     - 1940     MONUMENTED       CGS
 KE0262  HISTORY     - 20051112 MARK NOT FOUND   GEOCAC
 KE0262
 KE0262                          STATION DESCRIPTION
 KE0262
 KE0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KE0262'IN TURNER.
 KE0262'IN TURNER BENCH MARK IS ON THE RIGHT-OF-WAY OF THE ATCHISON
 KE0262'TOPEKA AND SANTA FE RAILROAD, IN THE CENTER OF THE CONCRETE
 KE0262'BASE OF THE STEEL PIER SUPPORTING THE NORTH END OF THE STEEL
 KE0262'WALKWAY OVER THE TRACKS TO THE SIGNAL TOWER, 2.0 FEET NORTH OF
 KE0262'THE SOUTH EDGE OF THE BASE, 0.8 FOOT SOUTH OF THE NORTH EDGE
 KE0262'OF THE BASE, SET FLUSH AND HORIZONTALLY.  NO 4X4 INCH WOODEN
 KE0262'POST WAS SET BECAUSE SIGNAL TOWER SERVES AS LANDMARK.
 KE0262
 KE0262                          STATION RECOVERY (2005)
 KE0262
 KE0262'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0262'THE PIER, WALKWAY, AND SIGNAL TOWER HAVE BEEN REMOVED.
 KE0262' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0263 ***********************************************************************
 KE0263  DESIGNATION -  G 259 RESET
 KE0263  PID         -  KE0263
 KE0263  STATE/COUNTY-  KS/WYANDOTTE
 KE0263  USGS QUAD   -  SHAWNEE (1991)
 KE0263
 KE0263                         *CURRENT SURVEY CONTROL
 KE0263  ___________________________________________________________________
 KE0263* NAD 83(1986)-  39 05 12.     (N)    094 42 20.     (W)     SCALED    
 KE0263* NAVD 88     -       235.537  (meters)     772.76   (feet)  ADJUSTED  
 KE0263  ___________________________________________________________________
 KE0263  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE0263  DYNAMIC HT  -         235.384 (meters)     772.26  (feet)  COMP
 KE0263  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 KE0263
 KE0263  VERT ORDER  -  FIRST     CLASS II
 KE0263
 KE0263.The horizontal coordinates were scaled from a topographic map and have
 KE0263.an estimated accuracy of +/- 6 seconds.
 KE0263
 KE0263.The orthometric height was determined by differential leveling
 KE0263.and adjusted by the National Geodetic Survey in June 1991..
 KE0263
 KE0263.The geoid height was determined by GEOID03.
 KE0263
 KE0263.The dynamic height is computed by dividing the NAVD 88
 KE0263.geopotential number by the normal gravity value computed on the
 KE0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0263.degrees latitude (g = 980.6199 gals.).
 KE0263
 KE0263.The modeled gravity was interpolated from observed gravity values.
 KE0263
 KE0263;                    North         East    Units  Estimated Accuracy
 KE0263;SPC KS N     -    88,810.      684,960.      MT  (+/- 180 meters Scaled)
 KE0263
 KE0263                          SUPERSEDED SURVEY CONTROL
 KE0263
 KE0263  NGVD 29 (??/??/92)  235.441  (m)          772.44   (f) ADJ UNCH    1 2
 KE0263
 KE0263.Superseded values are not recommended for survey control.
 KE0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0263.See file dsdata.txt to determine how the superseded data were derived.
 KE0263
 KE0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD524277(NAD 83)
 KE0263_MARKER: DB = BENCH MARK DISK
 KE0263_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0263_SP_SET: PIER
 KE0263_STAMPING: G 259 RESET 1949
 KE0263_MARK LOGO: CGS   
 KE0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0263
 KE0263  HISTORY     - Date     Condition        Report By
 KE0263  HISTORY     - 1949     MONUMENTED       CGS
 KE0263  HISTORY     - 1951     GOOD             NGS
 KE0263  HISTORY     - 1986     GOOD             NGS
 KE0263
 KE0263                          STATION DESCRIPTION
 KE0263
 KE0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 KE0263'AT TURNER.
 KE0263'AT TURNER, ON THE ATCHISON TOPEKA AND SANTA FE. RAILROAD, SET
 KE0263'VERTICALLY IN THE NORTH FACE OF THE SECOND PIER NORTH OF THE
 KE0263'SOUTH END OF THE OVER PASS, 7.4 FEET SOUTH OF THE SOUTH RAIL
 KE0263'OF THE MAIN TRACK, AND 3.7 FEET ABOVE THE TOP OF THE RAIL.
 KE0263
 KE0263                          STATION RECOVERY (1951)
 KE0263
 KE0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0263'RECOVERED IN GOOD CONDITION.
 KE0263
 KE0263                          STATION RECOVERY (1986)
 KE0263
 KE0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0495 ***********************************************************************
 HE0495  DESIGNATION -  G 26
 HE0495  PID         -  HE0495
 HE0495  STATE/COUNTY-  KS/MONTGOMERY
 HE0495  USGS QUAD   -  BOLTON (1979)
 HE0495
 HE0495                         *CURRENT SURVEY CONTROL
 HE0495  ___________________________________________________________________
 HE0495* NAD 83(1986)-  37 08 19.     (N)    095 45 38.     (W)     SCALED    
 HE0495* NAVD 88     -       253.054  (meters)     830.23   (feet)  ADJUSTED  
 HE0495  ___________________________________________________________________
 HE0495  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HE0495  DYNAMIC HT  -         252.854 (meters)     829.57  (feet)  COMP
 HE0495  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 HE0495
 HE0495  VERT ORDER  -  FIRST     CLASS II
 HE0495
 HE0495.The horizontal coordinates were scaled from a topographic map and have
 HE0495.an estimated accuracy of +/- 6 seconds.
 HE0495
 HE0495.The orthometric height was determined by differential leveling
 HE0495.and adjusted by the National Geodetic Survey in June 1991..
 HE0495
 HE0495.The geoid height was determined by GEOID03.
 HE0495
 HE0495.The dynamic height is computed by dividing the NAVD 88
 HE0495.geopotential number by the normal gravity value computed on the
 HE0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0495.degrees latitude (g = 980.6199 gals.).
 HE0495
 HE0495.The modeled gravity was interpolated from observed gravity values.
 HE0495
 HE0495;                    North         East    Units  Estimated Accuracy
 HE0495;SPC KS S     -   455,960.      643,370.      MT  (+/- 180 meters Scaled)
 HE0495
 HE0495                          SUPERSEDED SURVEY CONTROL
 HE0495
 HE0495  NGVD 29 (??/??/92)  252.910  (m)          829.76   (f) ADJ UNCH    1 2
 HE0495
 HE0495.Superseded values are not recommended for survey control.
 HE0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0495.See file dsdata.txt to determine how the superseded data were derived.
 HE0495
 HE0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB547138(NAD 83)
 HE0495_MARKER: DB = BENCH MARK DISK
 HE0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0495_STAMPING: G 26 1933
 HE0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0495+STABILITY: SURFACE MOTION
 HE0495
 HE0495  HISTORY     - Date     Condition        Report By
 HE0495  HISTORY     - 1933     MONUMENTED       CGS
 HE0495
 HE0495                          STATION DESCRIPTION
 HE0495
 HE0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0495'6.5 MI S FROM INDEPENDENCE.
 HE0495'6.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HE0495'STATION AT INDEPENDENCE, MONTGOMERY COUNTY, 30 YARDS NORTH OF
 HE0495'MILEAGE POLE 455.8, AT THE CROSSING OF AN EAST-AND-WEST
 HE0495'SECTION-LINE ROAD, 44 FEET WEST OF THE WEST RAIL, 35 FEET NORTH
 HE0495'OF THE CENTERLINE OF THE ROAD, AND 5 FEET NORTHEAST OF A FENCE
 HE0495'CORNER.  A STANDARD DISK, STAMPED G 26 1933 AND SET IN THE TOP
 HE0495'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1009 ***********************************************************************
 JE1009  DESIGNATION -  G 260
 JE1009  PID         -  JE1009
 JE1009  STATE/COUNTY-  KS/MIAMI
 JE1009  USGS QUAD   -  RANTOUL (1983)
 JE1009
 JE1009                         *CURRENT SURVEY CONTROL
 JE1009  ___________________________________________________________________
 JE1009* NAD 83(1986)-  38 30 37.     (N)    095 01 19.     (W)     SCALED    
 JE1009* NAVD 88     -       270.547  (meters)     887.62   (feet)  ADJUSTED  
 JE1009  ___________________________________________________________________
 JE1009  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JE1009  DYNAMIC HT  -         270.357 (meters)     887.00  (feet)  COMP
 JE1009  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 JE1009
 JE1009  VERT ORDER  -  SECOND    CLASS 0
 JE1009
 JE1009.The horizontal coordinates were scaled from a topographic map and have
 JE1009.an estimated accuracy of +/- 6 seconds.
 JE1009
 JE1009.The orthometric height was determined by differential leveling
 JE1009.and adjusted by the National Geodetic Survey in June 1991..
 JE1009
 JE1009.The geoid height was determined by GEOID03.
 JE1009
 JE1009.The dynamic height is computed by dividing the NAVD 88
 JE1009.geopotential number by the normal gravity value computed on the
 JE1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1009.degrees latitude (g = 980.6199 gals.).
 JE1009
 JE1009.The modeled gravity was interpolated from observed gravity values.
 JE1009
 JE1009;                    North         East    Units  Estimated Accuracy
 JE1009;SPC KS S     -   610,280.      703,280.      MT  (+/- 180 meters Scaled)
 JE1009
 JE1009                          SUPERSEDED SURVEY CONTROL
 JE1009
 JE1009  NGVD 29 (??/??/92)  270.414  (m)          887.18   (f) ADJ UNCH    2 0
 JE1009
 JE1009.Superseded values are not recommended for survey control.
 JE1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1009.See file dsdata.txt to determine how the superseded data were derived.
 JE1009
 JE1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC237643(NAD 83)
 JE1009_MARKER: DB = BENCH MARK DISK
 JE1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1009_STAMPING: G 260 1940
 JE1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1009+STABILITY: SURFACE MOTION
 JE1009
 JE1009  HISTORY     - Date     Condition        Report By
 JE1009  HISTORY     - 1940     MONUMENTED       CGS
 JE1009  HISTORY     - 1950     GOOD             NGS
 JE1009
 JE1009                          STATION DESCRIPTION
 JE1009
 JE1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE1009'4.6 MI NW FROM OSAWATOMIE.
 JE1009'4.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE1009'THE STATION AT OSAWATOMIE, MIAMI COUNTY, MIDWAY BETWEEN POLE
 JE1009'337/31 AND POLE 337/32, 200 FEET NORTHWEST OF A FARM-ROAD
 JE1009'CROSSING, 46.3 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 JE1009'1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND 2.6 FEET
 JE1009'NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JE1009'STAMPED G 260 1940 AND SET IN THE TOP OF A CONCRETE POST
 JE1009'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0067 ***********************************************************************
 KF0067  DESIGNATION -  G 262
 KF0067  PID         -  KF0067
 KF0067  STATE/COUNTY-  KS/SHAWNEE
 KF0067  USGS QUAD   -  ST MARYS (1978)
 KF0067
 KF0067                         *CURRENT SURVEY CONTROL
 KF0067  ___________________________________________________________________
 KF0067* NAD 83(1986)-  39 10 27.     (N)    096 01 29.     (W)     SCALED    
 KF0067* NAVD 88     -       288.563  (meters)     946.73   (feet)  ADJUSTED  
 KF0067  ___________________________________________________________________
 KF0067  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KF0067  DYNAMIC HT  -         288.379 (meters)     946.12  (feet)  COMP
 KF0067  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 KF0067
 KF0067  VERT ORDER  -  FIRST     CLASS II
 KF0067
 KF0067.The horizontal coordinates were scaled from a topographic map and have
 KF0067.an estimated accuracy of +/- 6 seconds.
 KF0067
 KF0067.The orthometric height was determined by differential leveling
 KF0067.and adjusted by the National Geodetic Survey in June 1991..
 KF0067
 KF0067.The geoid height was determined by GEOID03.
 KF0067
 KF0067.The dynamic height is computed by dividing the NAVD 88
 KF0067.geopotential number by the normal gravity value computed on the
 KF0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0067.degrees latitude (g = 980.6199 gals.).
 KF0067
 KF0067.The modeled gravity was interpolated from observed gravity values.
 KF0067
 KF0067;                    North         East    Units  Estimated Accuracy
 KF0067;SPC KS N     -    95,200.      570,670.      MT  (+/- 180 meters Scaled)
 KF0067
 KF0067                          SUPERSEDED SURVEY CONTROL
 KF0067
 KF0067  NGVD 29 (??/??/92)  288.483  (m)          946.46   (f) ADJ UNCH    1 2
 KF0067
 KF0067.Superseded values are not recommended for survey control.
 KF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0067.See file dsdata.txt to determine how the superseded data were derived.
 KF0067
 KF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ570403(NAD 83)
 KF0067_MARKER: DB = BENCH MARK DISK
 KF0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0067_SP_SET: ABUTMENT
 KF0067_STAMPING: G 262 1940
 KF0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0067
 KF0067  HISTORY     - Date     Condition        Report By
 KF0067  HISTORY     - 1940     MONUMENTED       CGS
 KF0067  HISTORY     - 1952     GOOD             NGS
 KF0067  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0067
 KF0067                          STATION DESCRIPTION
 KF0067
 KF0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KF0067'3 MI SE FROM ST MARYS.
 KF0067'3.0 MILES SOUTHEAST BENCH MARK IS ALONG THE RIGHT-OF-WAY OF
 KF0067'THE U.S. HIGHWAYS NO. 24 AND 40, AT THE WEST NORTHWEST END OF
 KF0067'THE HIGHWAY BRIDGE, 77 FEET WEST BY SOUTHWEST OF SOUTHWEST
 KF0067'CORNER OF UNION PACIFIC RAILROAD BRIDGE NO. 88.75, 69 FEET
 KF0067'SOUTH BY SOUTHWEST OF CENTER LINE OF TRACK, 14.0 FEET NORTH
 KF0067'NORTHEAST OF CENTER LINE OF HIGHWAY, AT NORTH NORTHEAST END OF
 KF0067'THE WEST NORTHWEST CONCRETE ABUTMENT, SET FLUSH AND HORIZONTALLY.
 KF0067'NOTE-- NO 4 X 4 INCH WOODEN POST SET--BRIDGE SERVES AS
 KF0067'LANDMARK.
 KF0067
 KF0067                          STATION RECOVERY (1952)
 KF0067
 KF0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KF0067'RECOVERED IN GOOD CONDITION.
 KF0067
 KF0067                          STATION RECOVERY (1986)
 KF0067
 KF0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0067'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0110 ***********************************************************************
 KF0110  DESIGNATION -  G 263
 KF0110  PID         -  KF0110
 KF0110  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0110  USGS QUAD   -  MANHATTAN (1991)
 KF0110
 KF0110                         *CURRENT SURVEY CONTROL
 KF0110  ___________________________________________________________________
 KF0110* NAD 83(1986)-  39 11 37.     (N)    096 30 04.     (W)     SCALED    
 KF0110* NAVD 88     -       305.147  (meters)    1001.14   (feet)  ADJUSTED  
 KF0110  ___________________________________________________________________
 KF0110  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 KF0110  DYNAMIC HT  -         304.946 (meters)    1000.48  (feet)  COMP
 KF0110  MODELED GRAV-     979,962.7   (mgal)                       NAVD 88
 KF0110
 KF0110  VERT ORDER  -  FIRST     CLASS II
 KF0110
 KF0110.The horizontal coordinates were scaled from a topographic map and have
 KF0110.an estimated accuracy of +/- 6 seconds.
 KF0110
 KF0110.The orthometric height was determined by differential leveling
 KF0110.and adjusted by the National Geodetic Survey in June 1991..
 KF0110
 KF0110.The geoid height was determined by GEOID03.
 KF0110
 KF0110.The dynamic height is computed by dividing the NAVD 88
 KF0110.geopotential number by the normal gravity value computed on the
 KF0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0110.degrees latitude (g = 980.6199 gals.).
 KF0110
 KF0110.The modeled gravity was interpolated from observed gravity values.
 KF0110
 KF0110;                    North         East    Units  Estimated Accuracy
 KF0110;SPC KS N     -    96,570.      529,480.      MT  (+/- 180 meters Scaled)
 KF0110
 KF0110                          SUPERSEDED SURVEY CONTROL
 KF0110
 KF0110  NGVD 29 (??/??/92)  305.025  (m)         1000.74   (f) ADJ UNCH    1 2
 KF0110
 KF0110.Superseded values are not recommended for survey control.
 KF0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0110.See file dsdata.txt to determine how the superseded data were derived.
 KF0110
 KF0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ158412(NAD 83)
 KF0110_MARKER: DB = BENCH MARK DISK
 KF0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0110_STAMPING: G 263 1940
 KF0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0110+STABILITY: SURFACE MOTION
 KF0110
 KF0110  HISTORY     - Date     Condition        Report By
 KF0110  HISTORY     - 1940     MONUMENTED       CGS
 KF0110  HISTORY     - 1965     GOOD             NGS
 KF0110  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0110
 KF0110                          STATION DESCRIPTION
 KF0110
 KF0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0110'3.4 MI E FROM MANHATTAN.
 KF0110'IN POTTAWATOMIE COUNTY, 3.4 MILES EAST ALONG THE UNION PACIFIC
 KF0110'RAILROAD FROM THE STATION AT MANHATTAN, RILEY COUNTY, AT A ROAD
 KF0110'CROSSING, 56 FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING,
 KF0110'43 FEET SOUTH OF THE SOUTH RAIL, 33 FEET EAST OF CENTER OF THE
 KF0110'ROAD, 8.5 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTH OF
 KF0110'OLD FENCE LINE, 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN
 KF0110'AND 7 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED, G 263
 KF0110'1940, SET IN THE TOP OF A CONCRETE POST AND 10 INCHES BELOW THE
 KF0110'SURFACE OF THE GROUND.
 KF0110
 KF0110                          STATION RECOVERY (1986)
 KF0110
 KF0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1029 ***********************************************************************
 JE1029  DESIGNATION -  G 264
 JE1029  PID         -  JE1029
 JE1029  STATE/COUNTY-  KS/DOUGLAS
 JE1029  USGS QUAD   -  LAWRENCE WEST (1991)
 JE1029
 JE1029                         *CURRENT SURVEY CONTROL
 JE1029  ___________________________________________________________________
 JE1029* NAD 83(1986)-  38 59 59.     (N)    095 15 05.     (W)     SCALED    
 JE1029* NAVD 88     -       257.998  (meters)     846.45   (feet)  ADJUSTED  
 JE1029  ___________________________________________________________________
 JE1029  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE1029  DYNAMIC HT  -         257.830 (meters)     845.90  (feet)  COMP
 JE1029  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 JE1029
 JE1029  VERT ORDER  -  FIRST     CLASS II
 JE1029
 JE1029.The horizontal coordinates were scaled from a topographic map and have
 JE1029.an estimated accuracy of +/- 6 seconds.
 JE1029
 JE1029.The orthometric height was determined by differential leveling
 JE1029.and adjusted by the National Geodetic Survey in June 1991..
 JE1029
 JE1029.The geoid height was determined by GEOID03.
 JE1029
 JE1029.The dynamic height is computed by dividing the NAVD 88
 JE1029.geopotential number by the normal gravity value computed on the
 JE1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1029.degrees latitude (g = 980.6199 gals.).
 JE1029
 JE1029.The modeled gravity was interpolated from observed gravity values.
 JE1029
 JE1029;                    North         East    Units  Estimated Accuracy
 JE1029;SPC KS N     -    77,590.      638,060.      MT  (+/- 180 meters Scaled)
 JE1029
 JE1029                          SUPERSEDED SURVEY CONTROL
 JE1029
 JE1029  NGVD 29 (??/??/92)  257.914  (m)          846.17   (f) ADJ UNCH    1 2
 JE1029
 JE1029.Superseded values are not recommended for survey control.
 JE1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1029.See file dsdata.txt to determine how the superseded data were derived.
 JE1029
 JE1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD050191(NAD 83)
 JE1029_MARKER: DB = BENCH MARK DISK
 JE1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1029_STAMPING: G 264 1940
 JE1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1029+STABILITY: SURFACE MOTION
 JE1029
 JE1029  HISTORY     - Date     Condition        Report By
 JE1029  HISTORY     - 1940     MONUMENTED       CGS
 JE1029  HISTORY     - 1951     GOOD             NGS
 JE1029  HISTORY     - 1986     MARK NOT FOUND   NGS
 JE1029
 JE1029                          STATION DESCRIPTION
 JE1029
 JE1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1029'2.4 MI W FROM LAWRENCE.
 JE1029'2.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1029'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, 150 FEET SOUTHWEST
 JE1029'OF THE FOURTH POLE SOUTHEAST OF MILEPOST 29, 98 FEET SOUTHWEST
 JE1029'OF THE CENTERLINE OF THE TRACK, 2.4 FEET NORTHEAST OF THE
 JE1029'RIGHT-OF-WAY FENCE AND A WHITE WOODEN WITNESS POST IN THE FENCE
 JE1029'LINE, AND 10 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 JE1029'STAMPED G 264 1940 AND SET IN THE TOP OF A CONCRETE POST
 JE1029'PROJECTING 4 INCHES ABOVE GROUND.
 JE1029
 JE1029                          STATION RECOVERY (1986)
 JE1029
 JE1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0311 ***********************************************************************
 JF0311  DESIGNATION -  G 265
 JF0311  PID         -  JF0311
 JF0311  STATE/COUNTY-  KS/CHASE
 JF0311  USGS QUAD   -  MATFIELD GREEN (1973)
 JF0311
 JF0311                         *CURRENT SURVEY CONTROL
 JF0311  ___________________________________________________________________
 JF0311* NAD 83(1986)-  38 14 53.     (N)    096 33 14.     (W)     SCALED    
 JF0311* NAVD 88     -       378.746  (meters)    1242.60   (feet)  ADJUSTED  
 JF0311  ___________________________________________________________________
 JF0311  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 JF0311  DYNAMIC HT  -         378.464 (meters)    1241.68  (feet)  COMP
 JF0311  MODELED GRAV-     979,875.6   (mgal)                       NAVD 88
 JF0311
 JF0311  VERT ORDER  -  SECOND    CLASS 0
 JF0311
 JF0311.The horizontal coordinates were scaled from a topographic map and have
 JF0311.an estimated accuracy of +/- 6 seconds.
 JF0311
 JF0311.The orthometric height was determined by differential leveling
 JF0311.and adjusted by the National Geodetic Survey in June 1991..
 JF0311
 JF0311.The geoid height was determined by GEOID03.
 JF0311
 JF0311.The dynamic height is computed by dividing the NAVD 88
 JF0311.geopotential number by the normal gravity value computed on the
 JF0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0311.degrees latitude (g = 980.6199 gals.).
 JF0311
 JF0311.The modeled gravity was interpolated from observed gravity values.
 JF0311
 JF0311;                    North         East    Units  Estimated Accuracy
 JF0311;SPC KS S     -   577,290.      570,330.      MT  (+/- 180 meters Scaled)
 JF0311
 JF0311                          SUPERSEDED SURVEY CONTROL
 JF0311
 JF0311  NGVD 29 (??/??/92)  378.603  (m)         1242.13   (f) ADJ UNCH    2 0
 JF0311
 JF0311.Superseded values are not recommended for survey control.
 JF0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0311.See file dsdata.txt to determine how the superseded data were derived.
 JF0311
 JF0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH140361(NAD 83)
 JF0311_MARKER: DB = BENCH MARK DISK
 JF0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0311_SP_SET: BRIDGE
 JF0311_STAMPING: G 265 1940
 JF0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0311
 JF0311  HISTORY     - Date     Condition        Report By
 JF0311  HISTORY     - 1940     MONUMENTED       CGS
 JF0311  HISTORY     - 1968     GOOD             NGS
 JF0311
 JF0311                          STATION DESCRIPTION
 JF0311
 JF0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JF0311'1.9 MI S FROM BAZAR.
 JF0311'1.9 MILES SOUTH OF ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JF0311'STATION IN BAZAR BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE
 JF0311'ATCHISON, TOPEKA AND SANTA FE RAILROAD.  AT A CONCRETE BRIDGE.
 JF0311'230 FEET (APPROXIMATELY) EAST OF CENTER LINE OF A GRAVELED ROAD.
 JF0311'34 FEET EAST OF CENTER LINE OF TRACK.  29 FEET SOUTH OF MILEPOST
 JF0311'NO. 138.  SET FLUSH AND HORIZONTALLY ON TOP OF THE SOUTH CORNER
 JF0311'OF THE WEST HEADWALL.  NO 4 X 4 INCH WOODEN POST SET--BRIDGE
 JF0311'DESCRIBED LOCATION OF THE MARK.
 JF0311
 JF0311                          STATION RECOVERY (1968)
 JF0311
 JF0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0479 ***********************************************************************
 HG0479  DESIGNATION -  G 266
 HG0479  PID         -  HG0479
 HG0479  STATE/COUNTY-  KS/COMANCHE
 HG0479  USGS QUAD   -  IRON MOUNTAIN (1980)
 HG0479
 HG0479                         *CURRENT SURVEY CONTROL
 HG0479  ___________________________________________________________________
 HG0479* NAD 83(1986)-  37 22 49.     (N)    099 08 19.     (W)     SCALED    
 HG0479* NAVD 88     -       630.776  (meters)    2069.47   (feet)  ADJUSTED  
 HG0479  ___________________________________________________________________
 HG0479  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 HG0479  DYNAMIC HT  -         630.225 (meters)    2067.66  (feet)  COMP
 HG0479  MODELED GRAV-     979,736.6   (mgal)                       NAVD 88
 HG0479
 HG0479  VERT ORDER  -  SECOND    CLASS 0
 HG0479
 HG0479.The horizontal coordinates were scaled from a topographic map and have
 HG0479.an estimated accuracy of +/- 6 seconds.
 HG0479
 HG0479.The orthometric height was determined by differential leveling
 HG0479.and adjusted by the National Geodetic Survey in June 1991..
 HG0479
 HG0479.The geoid height was determined by GEOID03.
 HG0479
 HG0479.The dynamic height is computed by dividing the NAVD 88
 HG0479.geopotential number by the normal gravity value computed on the
 HG0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0479.degrees latitude (g = 980.6199 gals.).
 HG0479
 HG0479.The modeled gravity was interpolated from observed gravity values.
 HG0479
 HG0479;                    North         East    Units  Estimated Accuracy
 HG0479;SPC KS S     -   479,390.      343,440.      MT  (+/- 180 meters Scaled)
 HG0479
 HG0479                          SUPERSEDED SURVEY CONTROL
 HG0479
 HG0479  NGVD 29 (??/??/92)  630.511  (m)         2068.60   (f) ADJ UNCH    2 0
 HG0479
 HG0479.Superseded values are not recommended for survey control.
 HG0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0479.See file dsdata.txt to determine how the superseded data were derived.
 HG0479
 HG0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG877370(NAD 83)
 HG0479_MARKER: DB = BENCH MARK DISK
 HG0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0479_STAMPING: G 266 1940
 HG0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0479+STABILITY: SURFACE MOTION
 HG0479
 HG0479  HISTORY     - Date     Condition        Report By
 HG0479  HISTORY     - 1940     MONUMENTED       CGS
 HG0479
 HG0479                          STATION DESCRIPTION
 HG0479
 HG0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0479'5.8 MI NE FROM WILMORE.
 HG0479'5.8 MILES NORTHEAST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0479'TOPEKA, AND SANTA FE RR.  89.0 FEET SOUTHEAST OF RAILROAD CULVERT NO.
 HG0479'110D.  48.5 FEET EAST OF CENTER LINE OF TRACK.  6.0 FEET SOUTH OF
 HG0479'TELEPHONE POLE.  3.0 FEET SOUTH OF 4X4 INCH WOODEN POST PAINTED WHITE
 HG0479'PROJECTING 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0428 ***********************************************************************
 JG0428  DESIGNATION -  G 267
 JG0428  PID         -  JG0428
 JG0428  STATE/COUNTY-  KS/PAWNEE
 JG0428  USGS QUAD   -  ROZEL SE (1972)
 JG0428
 JG0428                         *CURRENT SURVEY CONTROL
 JG0428  ___________________________________________________________________
 JG0428* NAD 83(1986)-  38 03 50.     (N)    099 15 18.     (W)     SCALED    
 JG0428* NAVD 88     -       634.870  (meters)    2082.90   (feet)  ADJUSTED  
 JG0428  ___________________________________________________________________
 JG0428  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 JG0428  DYNAMIC HT  -         634.363 (meters)    2081.24  (feet)  COMP
 JG0428  MODELED GRAV-     979,810.0   (mgal)                       NAVD 88
 JG0428
 JG0428  VERT ORDER  -  SECOND    CLASS 0
 JG0428
 JG0428.The horizontal coordinates were scaled from a topographic map and have
 JG0428.an estimated accuracy of +/- 6 seconds.
 JG0428
 JG0428.The orthometric height was determined by differential leveling
 JG0428.and adjusted by the National Geodetic Survey in June 1991..
 JG0428
 JG0428.The geoid height was determined by GEOID03.
 JG0428
 JG0428.The dynamic height is computed by dividing the NAVD 88
 JG0428.geopotential number by the normal gravity value computed on the
 JG0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0428.degrees latitude (g = 980.6199 gals.).
 JG0428
 JG0428.The modeled gravity was interpolated from observed gravity values.
 JG0428
 JG0428;                    North         East    Units  Estimated Accuracy
 JG0428;SPC KS S     -   555,340.      333,750.      MT  (+/- 180 meters Scaled)
 JG0428
 JG0428                          SUPERSEDED SURVEY CONTROL
 JG0428
 JG0428  NGVD 29 (??/??/92)  634.659  (m)         2082.21   (f) ADJ UNCH    2 0
 JG0428
 JG0428.Superseded values are not recommended for survey control.
 JG0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0428.See file dsdata.txt to determine how the superseded data were derived.
 JG0428
 JG0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH776129(NAD 83)
 JG0428_MARKER: DB = BENCH MARK DISK
 JG0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0428_SP_SET: BRIDGE
 JG0428_STAMPING: G 267 1940
 JG0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0428
 JG0428  HISTORY     - Date     Condition        Report By
 JG0428  HISTORY     - 1940     MONUMENTED       CGS
 JG0428  HISTORY     - 1945     GOOD             NGS
 JG0428  HISTORY     - 1977     POOR             KSDT
 JG0428
 JG0428                          STATION DESCRIPTION
 JG0428
 JG0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0428'1.1 MI SW FROM GARFIELD.
 JG0428'1.1 MILES SOUTHWEST FROM DEPOT.  BENCH MARK IS ALONG THE
 JG0428'RIGHT-OF-WAY OF STATE HIGHWAY NO. 45.  SET FLUSH AND HORIZONTALLY
 JG0428'ON THE EAST CORNER OF THE NORTHEAST CONCRETE ABUTMENT OF STATE
 JG0428'HIGHWAY BRIDGE OVER COON CREEK.  129 FEET NORTHWEST OF THE NORTH
 JG0428'END OF RR. BRIDGE NO. 303 A.  108 FEET WEST OF THE CENTERLINE
 JG0428'OF THE TRACK.  14.6 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 JG0428'NO. 45.  NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE BRIDGE SERVES
 JG0428'AS LANDMARK.
 JG0428
 JG0428                          STATION RECOVERY (1945)
 JG0428
 JG0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 JG0428'RECOVERED IN GOOD CONDITION.
 JG0428
 JG0428                          STATION RECOVERY (1977)
 JG0428
 JG0428'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1977
 JG0428'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0308 ***********************************************************************
 JG0308  DESIGNATION -  G 268
 JG0308  PID         -  JG0308
 JG0308  STATE/COUNTY-  KS/RUSH
 JG0308  USGS QUAD   -  HARGRAVE (1966)
 JG0308
 JG0308                         *CURRENT SURVEY CONTROL
 JG0308  ___________________________________________________________________
 JG0308* NAD 83(1986)-  38 33 19.     (N)    099 26 31.     (W)     SCALED    
 JG0308* NAVD 88     -       666.279  (meters)    2185.95   (feet)  ADJUSTED  
 JG0308  ___________________________________________________________________
 JG0308  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 JG0308  DYNAMIC HT  -         665.769 (meters)    2184.28  (feet)  COMP
 JG0308  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 JG0308
 JG0308  VERT ORDER  -  SECOND    CLASS 0
 JG0308
 JG0308.The horizontal coordinates were scaled from a topographic map and have
 JG0308.an estimated accuracy of +/- 6 seconds.
 JG0308
 JG0308.The orthometric height was determined by differential leveling
 JG0308.and adjusted by the National Geodetic Survey in June 1991..
 JG0308
 JG0308.The geoid height was determined by GEOID03.
 JG0308
 JG0308.The dynamic height is computed by dividing the NAVD 88
 JG0308.geopotential number by the normal gravity value computed on the
 JG0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0308.degrees latitude (g = 980.6199 gals.).
 JG0308
 JG0308.The modeled gravity was interpolated from observed gravity values.
 JG0308
 JG0308;                    North         East    Units  Estimated Accuracy
 JG0308;SPC KS S     -   610,030.      317,900.      MT  (+/- 180 meters Scaled)
 JG0308
 JG0308                          SUPERSEDED SURVEY CONTROL
 JG0308
 JG0308  NGVD 29 (??/??/92)  666.012  (m)         2185.07   (f) ADJ UNCH    2 0
 JG0308
 JG0308.Superseded values are not recommended for survey control.
 JG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0308.See file dsdata.txt to determine how the superseded data were derived.
 JG0308
 JG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH614675(NAD 83)
 JG0308_MARKER: DB = BENCH MARK DISK
 JG0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0308_SP_SET: CONCRETE BASE
 JG0308_STAMPING: G 268 1940
 JG0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0308
 JG0308  HISTORY     - Date     Condition        Report By
 JG0308  HISTORY     - 1940     MONUMENTED       CGS
 JG0308
 JG0308                          STATION DESCRIPTION
 JG0308
 JG0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0308'7.3 MI E FROM MC CRACKEN.
 JG0308'7.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0308'STATION AT MC CRACKEN, RUSH COUNTY, 3.5 POLES EAST OF MILEPOST 598,
 JG0308'AT SEMAPHORE 5977, IN THE TOP OF THE CONCRETE BASE, 10 FEET NORTH
 JG0308'OF THE CENTER LINE OF THE TRACK, AND 2 FEET HIGHER THAN THE TRACK.
 JG0308'A STANDARD DISK, STAMPED G 268 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0480 ***********************************************************************
 JG0480  DESIGNATION -  G 27
 JG0480  PID         -  JG0480
 JG0480  STATE/COUNTY-  KS/NESS
 JG0480  USGS QUAD   -  NESS CITY SW (1970)
 JG0480
 JG0480                         *CURRENT SURVEY CONTROL
 JG0480  ___________________________________________________________________
 JG0480* NAD 83(1986)-  38 19 10.     (N)    099 53 51.     (W)     SCALED    
 JG0480* NAVD 88     -       697.068  (meters)    2286.96   (feet)  ADJUSTED  
 JG0480  ___________________________________________________________________
 JG0480  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0480  DYNAMIC HT  -         696.503 (meters)    2285.11  (feet)  COMP
 JG0480  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 JG0480
 JG0480  VERT ORDER  -  SECOND    CLASS 0
 JG0480
 JG0480.The horizontal coordinates were scaled from a topographic map and have
 JG0480.an estimated accuracy of +/- 6 seconds.
 JG0480
 JG0480.The orthometric height was determined by differential leveling
 JG0480.and adjusted by the National Geodetic Survey in June 1991..
 JG0480
 JG0480.The geoid height was determined by GEOID03.
 JG0480
 JG0480.The dynamic height is computed by dividing the NAVD 88
 JG0480.geopotential number by the normal gravity value computed on the
 JG0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0480.degrees latitude (g = 980.6199 gals.).
 JG0480
 JG0480.The modeled gravity was interpolated from observed gravity values.
 JG0480
 JG0480;                    North         East    Units  Estimated Accuracy
 JG0480;SPC KS S     -   584,350.      277,800.      MT  (+/- 180 meters Scaled)
 JG0480
 JG0480                          SUPERSEDED SURVEY CONTROL
 JG0480
 JG0480  NGVD 29 (??/??/92)  696.802  (m)         2286.09   (f) ADJ UNCH    2 0
 JG0480
 JG0480.Superseded values are not recommended for survey control.
 JG0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0480.See file dsdata.txt to determine how the superseded data were derived.
 JG0480
 JG0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH215416(NAD 83)
 JG0480_MARKER: DB = BENCH MARK DISK
 JG0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0480+STABILITY: SURFACE MOTION
 JG0480
 JG0480  HISTORY     - Date     Condition        Report By
 JG0480  HISTORY     - UNK      MONUMENTED       CGS
 JG0480  HISTORY     - 1934     GOOD             NGS
 JG0480  HISTORY     - 1938     GOOD             NGS
 JG0480
 JG0480                          STATION DESCRIPTION
 JG0480
 JG0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0480'9.4 MI S FROM NESS CITY.
 JG0480'9.4 MILES SOUTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF
 JG0480'STATE HIGHWAY NO. 21.  IN THE N.E. CORNER OF SECTION 18 R 23 W
 JG0480'T 20 S.  55 FT. WEST OF THE CENTER LINE OF HIGHWAY.  25 FT.
 JG0480'SOUTH OF THE CENTER OF SECTION LINE ROAD.  NOTE-- HWY 21 IS
 JG0480'NOW U.S. 283.
 JG0480
 JG0480                          STATION RECOVERY (1938)
 JG0480
 JG0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JG0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0248 ***********************************************************************
 JH0248  DESIGNATION -  G 271
 JH0248  PID         -  JH0248
 JH0248  STATE/COUNTY-  KS/SCOTT
 JH0248  USGS QUAD   -  MODOC (1976)
 JH0248
 JH0248                         *CURRENT SURVEY CONTROL
 JH0248  ___________________________________________________________________
 JH0248* NAD 83(1986)-  38 29 13.     (N)    101 04 17.     (W)     SCALED    
 JH0248* NAVD 88     -       950.519  (meters)    3118.49   (feet)  ADJUSTED  
 JH0248  ___________________________________________________________________
 JH0248  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 JH0248  DYNAMIC HT  -         949.713 (meters)    3115.85  (feet)  COMP
 JH0248  MODELED GRAV-     979,747.4   (mgal)                       NAVD 88
 JH0248
 JH0248  VERT ORDER  -  SECOND    CLASS 0
 JH0248
 JH0248.The horizontal coordinates were scaled from a topographic map and have
 JH0248.an estimated accuracy of +/- 6 seconds.
 JH0248
 JH0248.The orthometric height was determined by differential leveling
 JH0248.and adjusted by the National Geodetic Survey in June 1991..
 JH0248
 JH0248.The geoid height was determined by GEOID03.
 JH0248
 JH0248.The dynamic height is computed by dividing the NAVD 88
 JH0248.geopotential number by the normal gravity value computed on the
 JH0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0248.degrees latitude (g = 980.6199 gals.).
 JH0248
 JH0248.The modeled gravity was interpolated from observed gravity values.
 JH0248
 JH0248;                    North         East    Units  Estimated Accuracy
 JH0248;SPC KS S     -   605,120.      175,680.      MT  (+/- 180 meters Scaled)
 JH0248
 JH0248                          SUPERSEDED SURVEY CONTROL
 JH0248
 JH0248  NGVD 29 (??/??/92)  950.202  (m)         3117.45   (f) ADJ UNCH    2 0
 JH0248
 JH0248.Superseded values are not recommended for survey control.
 JH0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0248.See file dsdata.txt to determine how the superseded data were derived.
 JH0248
 JH0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH193618(NAD 83)
 JH0248_MARKER: DB = BENCH MARK DISK
 JH0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JH0248_SP_SET: BRIDGE ABUTMENT
 JH0248_STAMPING: G 271 1940
 JH0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0248
 JH0248  HISTORY     - Date     Condition        Report By
 JH0248  HISTORY     - 1940     MONUMENTED       CGS
 JH0248
 JH0248                          STATION DESCRIPTION
 JH0248
 JH0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0248'0.5 MI E FROM MODOC.
 JH0248'0.5 MILE EAST OF MISSOURI PACIFIC RAILROAD STATION IN MODOC.
 JH0248'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0248'RAILROAD, AT THE EAST END OF RAILROAD BRIDGE NO. 421, 2 POLES
 JH0248'WEST OF MILEPOST NO. 691-20, ON TOP OF THE NORTH END OF THE EAST
 JH0248'CONCRETE ABUTMENT, SET FLUSH AND HORIZONTALLY.  NO 4 X 4 INCH
 JH0248'WOODEN POST SET--BRIDGE SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0334 ***********************************************************************
 JH0334  DESIGNATION -  G 272
 JH0334  PID         -  JH0334
 JH0334  STATE/COUNTY-  KS/GREELEY
 JH0334  USGS QUAD   -  SELKIRK NW (1970)
 JH0334
 JH0334                         *CURRENT SURVEY CONTROL
 JH0334  ___________________________________________________________________
 JH0334* NAD 83(1986)-  38 27 34.     (N)    101 42 24.     (W)     SCALED    
 JH0334* NAVD 88     -      1079.307  (meters)    3541.03   (feet)  ADJUSTED  
 JH0334  ___________________________________________________________________
 JH0334  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 JH0334  DYNAMIC HT  -        1078.335 (meters)    3537.84  (feet)  COMP
 JH0334  MODELED GRAV-     979,690.9   (mgal)                       NAVD 88
 JH0334
 JH0334  VERT ORDER  -  SECOND    CLASS 0
 JH0334
 JH0334.The horizontal coordinates were scaled from a topographic map and have
 JH0334.an estimated accuracy of +/- 6 seconds.
 JH0334
 JH0334.The orthometric height was determined by differential leveling
 JH0334.and adjusted by the National Geodetic Survey in June 1991..
 JH0334
 JH0334.The geoid height was determined by GEOID03.
 JH0334
 JH0334.The dynamic height is computed by dividing the NAVD 88
 JH0334.geopotential number by the normal gravity value computed on the
 JH0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0334.degrees latitude (g = 980.6199 gals.).
 JH0334
 JH0334.The modeled gravity was interpolated from observed gravity values.
 JH0334
 JH0334;                    North         East    Units  Estimated Accuracy
 JH0334;SPC KS S     -   603,790.      120,180.      MT  (+/- 180 meters Scaled)
 JH0334
 JH0334                          SUPERSEDED SURVEY CONTROL
 JH0334
 JH0334  NGVD 29 (??/??/92) 1078.870  (m)         3539.59   (f) ADJ UNCH    2 0
 JH0334
 JH0334.Superseded values are not recommended for survey control.
 JH0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0334.See file dsdata.txt to determine how the superseded data were derived.
 JH0334
 JH0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH638602(NAD 83)
 JH0334_MARKER: DB = BENCH MARK DISK
 JH0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0334_SP_SET: CULVERT
 JH0334_STAMPING: G 272 1940
 JH0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0334
 JH0334  HISTORY     - Date     Condition        Report By
 JH0334  HISTORY     - 1940     MONUMENTED       CGS
 JH0334
 JH0334                          STATION DESCRIPTION
 JH0334
 JH0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0334'2.5 MI E FROM TRIBUNE.
 JH0334'2.5 MILES EAST OF MISSOURI PACIFIC RAILROAD STATION IN TRIBUNE.
 JH0334'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0334'RAILROAD, 17 YARDS SOUTHEAST OF MILEPOST NO. 726-10, APPROXIMATELY
 JH0334'7 FEET BELOW LEVEL OF THE TRACK, AT THE NORTH END OF A CONCRETE
 JH0334'BOX CULVERT, ON TOP OF THE WEST END OF THE CONCRETE HEADWALL,
 JH0334'SET FLUSH AND HORIZONTALLY.  NO 4 X 4 INCH WOODEN POST SET--CULVERT
 JH0334'SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0274 ***********************************************************************
 HH0274  DESIGNATION -  G 273
 HH0274  PID         -  HH0274
 HH0274  STATE/COUNTY-  KS/GRANT
 HH0274  USGS QUAD   -  HICKOK (1959)
 HH0274
 HH0274                         *CURRENT SURVEY CONTROL
 HH0274  ___________________________________________________________________
 HH0274* NAD 83(1986)-  37 30 25.     (N)    101 07 35.     (W)     SCALED    
 HH0274* NAVD 88     -       923.943  (meters)    3031.30   (feet)  ADJUSTED  
 HH0274  ___________________________________________________________________
 HH0274  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 HH0274  DYNAMIC HT  -         923.074 (meters)    3028.45  (feet)  COMP
 HH0274  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 HH0274
 HH0274  VERT ORDER  -  SECOND    CLASS 0
 HH0274
 HH0274.The horizontal coordinates were scaled from a topographic map and have
 HH0274.an estimated accuracy of +/- 6 seconds.
 HH0274
 HH0274.The orthometric height was determined by differential leveling
 HH0274.and adjusted by the National Geodetic Survey in June 1991..
 HH0274
 HH0274.The geoid height was determined by GEOID03.
 HH0274
 HH0274.The dynamic height is computed by dividing the NAVD 88
 HH0274.geopotential number by the normal gravity value computed on the
 HH0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0274.degrees latitude (g = 980.6199 gals.).
 HH0274
 HH0274.The modeled gravity was interpolated from observed gravity values.
 HH0274
 HH0274;                    North         East    Units  Estimated Accuracy
 HH0274;SPC KS S     -   496,530.      167,820.      MT  (+/- 180 meters Scaled)
 HH0274
 HH0274                          SUPERSEDED SURVEY CONTROL
 HH0274
 HH0274  NGVD 29 (??/??/92)  923.562  (m)         3030.05   (f) ADJ UNCH    2 0
 HH0274
 HH0274.Superseded values are not recommended for survey control.
 HH0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0274.See file dsdata.txt to determine how the superseded data were derived.
 HH0274
 HH0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG120532(NAD 83)
 HH0274_MARKER: DB = BENCH MARK DISK
 HH0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0274_STAMPING: G 273 1940
 HH0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0274+STABILITY: SURFACE MOTION
 HH0274
 HH0274  HISTORY     - Date     Condition        Report By
 HH0274  HISTORY     - 1940     MONUMENTED       CGS
 HH0274  HISTORY     - 1963     MARK NOT FOUND   LOCSUR
 HH0274
 HH0274                          STATION DESCRIPTION
 HH0274
 HH0274'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 HH0274'1.4 MI NW FROM RYUS.
 HH0274'1.4 MILES NORTHWEST ALONG THE AT AND SF RY. FROM THE STATION AT
 HH0274'RYUS, GRANT COUNTY, 93 FEET SOUTHEAST OF THE EIGHT POLE SOUTHEAST
 HH0274'OF MILEPOST 9, 67 FEET SOUTHWEST OF THE CENTER OF THE CROSSING
 HH0274'OF A NORTH-SOUTH ROAD, 67 FEET SOUTHWEST OF THE CENTER LINE
 HH0274'OF THE TRACK, 48 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.5
 HH0274'FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND 3.2 FEET SOUTHEAST
 HH0274'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK STAMPED G
 HH0274'273 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
 HH0274'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0955 ***********************************************************************
 JE0955  DESIGNATION -  G 276
 JE0955  PID         -  JE0955
 JE0955  STATE/COUNTY-  KS/DOUGLAS
 JE0955  USGS QUAD   -  LAWRENCE EAST (1978)
 JE0955
 JE0955                         *CURRENT SURVEY CONTROL
 JE0955  ___________________________________________________________________
 JE0955* NAD 83(1986)-  38 53 55.     (N)    095 12 17.     (W)     SCALED    
 JE0955* NAVD 88     -       249.453  (meters)     818.41   (feet)  ADJUSTED  
 JE0955  ___________________________________________________________________
 JE0955  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE0955  DYNAMIC HT  -         249.289 (meters)     817.88  (feet)  COMP
 JE0955  MODELED GRAV-     979,964.2   (mgal)                       NAVD 88
 JE0955
 JE0955  VERT ORDER  -  SECOND    CLASS 0
 JE0955
 JE0955.The horizontal coordinates were scaled from a topographic map and have
 JE0955.an estimated accuracy of +/- 6 seconds.
 JE0955
 JE0955.The orthometric height was determined by differential leveling
 JE0955.and adjusted by the National Geodetic Survey in June 1991..
 JE0955
 JE0955.The geoid height was determined by GEOID03.
 JE0955
 JE0955.The dynamic height is computed by dividing the NAVD 88
 JE0955.geopotential number by the normal gravity value computed on the
 JE0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0955.degrees latitude (g = 980.6199 gals.).
 JE0955
 JE0955.The modeled gravity was interpolated from observed gravity values.
 JE0955
 JE0955;                    North         East    Units  Estimated Accuracy
 JE0955;SPC KS N     -    66,490.      642,450.      MT  (+/- 180 meters Scaled)
 JE0955
 JE0955                          SUPERSEDED SURVEY CONTROL
 JE0955
 JE0955  NGVD 29 (??/??/92)  249.368  (m)          818.13   (f) ADJ UNCH    2 0
 JE0955
 JE0955.Superseded values are not recommended for survey control.
 JE0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0955.See file dsdata.txt to determine how the superseded data were derived.
 JE0955
 JE0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD088078(NAD 83)
 JE0955_MARKER: DB = BENCH MARK DISK
 JE0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0955_SP_SET: CULVERT
 JE0955_STAMPING: G 276 1945
 JE0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0955
 JE0955  HISTORY     - Date     Condition        Report By
 JE0955  HISTORY     - 1945     MONUMENTED       CGS
 JE0955  HISTORY     - 1950     GOOD             NGS
 JE0955
 JE0955                          STATION DESCRIPTION
 JE0955
 JE0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0955'5.3 MI S FROM LAWRENCE.
 JE0955'ABOUT 5.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0955'RAILROAD FROM THE STATION AT LAWRENCE, ABOUT 1.0 MILE NORTH OF
 JE0955'SIBLEYVILLE, AT A ROAD INTERSECTION ABOUT 90 YARDS WEST OF THE
 JE0955'TRACKS, 15.0 FEET EAST OF AND ABOUT 1.0 FOOT HIGHER THAN THE
 JE0955'CENTER LINE OF THE NORTH-SOUTH ROAD, 32.0 FEET SOUTH OF THE
 JE0955'CENTER LINE OF THE EAST-WEST ROAD, ON TOP OF THE NORTH END OF THE
 JE0955'EAST HEADWALL OF A 4 FT X 3 FT CONCRETE CULVERT.  A BRONZE DISK
 JE0955'STAMPED G 276 1945 SET IN A DRILL HOLE IN CONCRETE.
 JE0955
 JE0955                          STATION RECOVERY (1950)
 JE0955
 JE0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1101 ***********************************************************************
 JE1101  DESIGNATION -  G 277
 JE1101  PID         -  JE1101
 JE1101  STATE/COUNTY-  KS/LINN
 JE1101  USGS QUAD   -  BLUE MOUND (1966)
 JE1101
 JE1101                         *CURRENT SURVEY CONTROL
 JE1101  ___________________________________________________________________
 JE1101* NAD 83(1997)-  38 05 30.90178(N)    095 03 31.06860(W)     ADJUSTED  
 JE1101* NAVD 88     -       330.342  (meters)    1083.80   (feet)  ADJUSTED  
 JE1101  ___________________________________________________________________
 JE1101  X           -    -443,201.232 (meters)                     COMP
 JE1101  Y           -  -5,006,798.939 (meters)                     COMP
 JE1101  Z           -   3,913,662.998 (meters)                     COMP
 JE1101  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 JE1101  ELLIP HEIGHT-         298.81  (meters)          (10/02/98) GPS OBS
 JE1101  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JE1101  DYNAMIC HT  -         330.097 (meters)    1082.99  (feet)  COMP
 JE1101  MODELED GRAV-     979,876.7   (mgal)                       NAVD 88
 JE1101
 JE1101  HORZ ORDER  -  THIRD
 JE1101  VERT ORDER  -  SECOND    CLASS 0
 JE1101  ELLP ORDER  -  FOURTH    CLASS I
 JE1101
 JE1101.The horizontal coordinates were established by GPS observations
 JE1101.and adjusted by the National Geodetic Survey in October 1998..
 JE1101
 JE1101.The orthometric height was determined by differential leveling
 JE1101.and adjusted by the National Geodetic Survey in June 1991..
 JE1101
 JE1101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE1101
 JE1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1101
 JE1101.The ellipsoidal height was determined by GPS observations
 JE1101.and is referenced to NAD 83.
 JE1101
 JE1101.The geoid height was determined by GEOID03.
 JE1101
 JE1101.The dynamic height is computed by dividing the NAVD 88
 JE1101.geopotential number by the normal gravity value computed on the
 JE1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1101.degrees latitude (g = 980.6199 gals.).
 JE1101
 JE1101.The modeled gravity was interpolated from observed gravity values.
 JE1101
 JE1101;                    North         East     Units Scale Factor Converg.
 JE1101;SPC KS S     -   563,752.374   701,799.825   MT  0.99994053   +2 06 53.3
 JE1101;UTM  15      - 4,218,014.756   319,474.230   MT  1.00000139   -1 16 13.3
 JE1101
 JE1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1101!SPC KS S     -   0.99995312  x   0.99994053  =   0.99989365
 JE1101!UTM  15      -   0.99995312  x   1.00000139  =   0.99995451
 JE1101
 JE1101                          SUPERSEDED SURVEY CONTROL
 JE1101
 JE1101  NAD 83(1997)-  38 05 30.90750(N)    095 03 31.06825(W) AD(       ) 3
 JE1101  NAD 83(1986)-  38 05 30.90640(N)    095 03 31.06268(W) AD(       ) 3
 JE1101  NGVD 29 (??/??/92)  330.196  (m)         1083.32   (f) ADJ UNCH    2 0
 JE1101
 JE1101.Superseded values are not recommended for survey control.
 JE1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1101.See file dsdata.txt to determine how the superseded data were derived.
 JE1101
 JE1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC1947418015(NAD 83)
 JE1101_MARKER: DB = BENCH MARK DISK
 JE1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1101_SP_SET: CONCRETE POST
 JE1101_STAMPING: G 277 1945
 JE1101_MARK LOGO: CGS   
 JE1101_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1101+STABILITY: SURFACE MOTION
 JE1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1101+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1989
 JE1101
 JE1101  HISTORY     - Date     Condition        Report By
 JE1101  HISTORY     - 1945     MONUMENTED       CGS
 JE1101  HISTORY     - 1951     GOOD             NGS
 JE1101  HISTORY     - 19890701 GOOD             NGS
 JE1101
 JE1101                          STATION DESCRIPTION
 JE1101
 JE1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1101'2.6 MI W FROM BLUE MOUND.
 JE1101'2.6 MILES WEST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE1101'RAILROAD FROM THE FARMERS CO-OP ELEVATOR AT BLUE MOUND, LINN
 JE1101'COUNTY, AT THE CROSSING OF A NORTH-AND-SOUTH GRAVEL ROAD, 47
 JE1101'FEET SOUTH OF THE CENTER LINE OF THE OLD ROADBED, 33.5 FEET
 JE1101'EAST OF THE CENTER LINE OF THE ROAD, 5 FEET EAST OF A FENCE
 JE1101'CORNER, 1 FOOT NORTH OF THE FENCE, 1 FOOT EAST OF A WHITE
 JE1101'WOODEN WITNESS POST, AND LEVEL WITH THE OLD ROADBED.  A STANDARD
 JE1101'DISK, STAMPED G 277 1945 AND SET IN THE TOP OF A CONCRETE POST
 JE1101'PROJECTING 4 INCHES ABOVE GROUND.
 JE1101
 JE1101                          STATION RECOVERY (1951)
 JE1101
 JE1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1101'RECOVERED IN GOOD CONDITION.
 JE1101
 JE1101                          STATION RECOVERY (1989)
 JE1101
 JE1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JE1101'THE STATION IS LOCATED ABOUT 6 KM (3.75 MI) NORTH OF THE
 JE1101'ALLEN-ANDERSON COUNTY LINE, 4.8 KM (3.00 MI) WEST OF BLUE MOUND, AT
 JE1101'THE JUNCTION OF A GRAVEL ROAD AND AN OLD RAILROAD BED, ON THE WEST
 JE1101'EDGE OF SECTION 36, T 22 S, R 22 E.  OWNERSHIP--STATE DEPARTMENT OF
 JE1101'TRANSPORTATION.
 JE1101'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3, 31 AND 52,
 JE1101'ABOUT 4.8 KM (3.00 MI) WEST OF BLUE MOUND, GO NORTH ON A GRAVEL ROAD
 JE1101'FOR 1.1 KM (0.70 MI) TO AN OLD RAILROAD GRADE AND THE STATION ON THE
 JE1101'RIGHT.
 JE1101'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 20 CM SQUARE
 JE1101'CONCRETE POST PROJECTING 10 CM ABOVE THE GROUND AND LEVEL WITH THE
 JE1101'ROAD.  LOCATED ON THE SOUTH SIDE OF THE GRADE, 8.7 M (28.5 FT) EAST OF
 JE1101'THE ROAD CENTER, 1.5 M (4.9 FT) SOUTH OF A CARSONITE WITNESS POST AND
 JE1101'0.4 M (1.3 FT) WEST OF AN OLD WOODEN WITNESS POST.
 JE1101'DESCRIBED BY M.J. WELLSLAGER, TYPED BY HJS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0455 ***********************************************************************
 JF0455  DESIGNATION -  G 279
 JF0455  PID         -  JF0455
 JF0455  STATE/COUNTY-  KS/DICKINSON
 JF0455  USGS QUAD   -  CHAPMAN (1979)
 JF0455
 JF0455                         *CURRENT SURVEY CONTROL
 JF0455  ___________________________________________________________________
 JF0455* NAD 83(1986)-  38 56 48.     (N)    097 05 17.     (W)     SCALED    
 JF0455* NAVD 88     -       341.625  (meters)    1120.81   (feet)  ADJUSTED  
 JF0455  ___________________________________________________________________
 JF0455  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 JF0455  DYNAMIC HT  -         341.385 (meters)    1120.03  (feet)  COMP
 JF0455  MODELED GRAV-     979,915.9   (mgal)                       NAVD 88
 JF0455
 JF0455  VERT ORDER  -  FIRST     CLASS II
 JF0455
 JF0455.The horizontal coordinates were scaled from a topographic map and have
 JF0455.an estimated accuracy of +/- 6 seconds.
 JF0455
 JF0455.The orthometric height was determined by differential leveling
 JF0455.and adjusted by the National Geodetic Survey in June 1991..
 JF0455
 JF0455.The geoid height was determined by GEOID03.
 JF0455
 JF0455.The dynamic height is computed by dividing the NAVD 88
 JF0455.geopotential number by the normal gravity value computed on the
 JF0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0455.degrees latitude (g = 980.6199 gals.).
 JF0455
 JF0455.The modeled gravity was interpolated from observed gravity values.
 JF0455
 JF0455;                    North         East    Units  Estimated Accuracy
 JF0455;SPC KS N     -    68,490.      479,050.      MT  (+/- 180 meters Scaled)
 JF0455
 JF0455                          SUPERSEDED SURVEY CONTROL
 JF0455
 JF0455  NGVD 29 (??/??/92)  341.517  (m)         1120.46   (f) ADJ UNCH    1 2
 JF0455
 JF0455.Superseded values are not recommended for survey control.
 JF0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0455.See file dsdata.txt to determine how the superseded data were derived.
 JF0455
 JF0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ656125(NAD 83)
 JF0455_MARKER: DB = BENCH MARK DISK
 JF0455_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0455_SP_SET: ABUTMENT
 JF0455_STAMPING: G 279 1947
 JF0455_MARK LOGO: CGS   
 JF0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0455+STABILITY: SURFACE MOTION
 JF0455
 JF0455  HISTORY     - Date     Condition        Report By
 JF0455  HISTORY     - 1947     MONUMENTED       CGS
 JF0455  HISTORY     - 1968     GOOD             NGS
 JF0455  HISTORY     - 1986     GOOD             NGS
 JF0455
 JF0455                          STATION DESCRIPTION
 JF0455
 JF0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0455'2.1 MI NE FROM DETROIT.
 JF0455'2.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0455'STATION AT DETROIT, AT THE SOUTHWEST END OF STEEL PLATE BRIDGE
 JF0455'NO. 156.43, 8.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 JF0455'TRACK, 4.0 FEET BELOW THE BASE OF THE RAILS, SET IN THE CENTER
 JF0455'AND TOP OF AND 4.3 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 JF0455'SOUTHWEST STONE AND CONCRETE ABUTMENT OF THE BRIDGE.
 JF0455
 JF0455                          STATION RECOVERY (1968)
 JF0455
 JF0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0455'RECOVERED IN GOOD CONDITION.
 JF0455
 JF0455                          STATION RECOVERY (1986)
 JF0455
 JF0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0455'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.7 KM (7.25
 JF0455'MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0455'ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0504 ***********************************************************************
 HH0504  DESIGNATION -  G 28
 HH0504  PID         -  HH0504
 HH0504  STATE/COUNTY-  KS/STANTON
 HH0504  USGS QUAD   -  JOHNSON NE (1973)
 HH0504
 HH0504                         *CURRENT SURVEY CONTROL
 HH0504  ___________________________________________________________________
 HH0504* NAD 83(1986)-  37 41 38.     (N)    101 45 41.     (W)     SCALED    
 HH0504* NAVD 88     -      1003.253  (meters)    3291.51   (feet)  ADJUSTED  
 HH0504  ___________________________________________________________________
 HH0504  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 HH0504  DYNAMIC HT  -        1002.301 (meters)    3288.38  (feet)  COMP
 HH0504  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 HH0504
 HH0504  VERT ORDER  -  SECOND    CLASS 0
 HH0504
 HH0504.The horizontal coordinates were scaled from a topographic map and have
 HH0504.an estimated accuracy of +/- 6 seconds.
 HH0504
 HH0504.The orthometric height was determined by differential leveling
 HH0504.and adjusted by the National Geodetic Survey in June 1991..
 HH0504
 HH0504.The geoid height was determined by GEOID03.
 HH0504
 HH0504.The dynamic height is computed by dividing the NAVD 88
 HH0504.geopotential number by the normal gravity value computed on the
 HH0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0504.degrees latitude (g = 980.6199 gals.).
 HH0504
 HH0504.The modeled gravity was interpolated from observed gravity values.
 HH0504
 HH0504;                    North         East    Units  Estimated Accuracy
 HH0504;SPC KS S     -   519,040.      112,430.      MT  (+/- 180 meters Scaled)
 HH0504
 HH0504                          SUPERSEDED SURVEY CONTROL
 HH0504
 HH0504  NGVD 29 (??/??/92) 1002.841  (m)         3290.15   (f) ADJ UNCH    2 0
 HH0504
 HH0504.Superseded values are not recommended for survey control.
 HH0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0504.See file dsdata.txt to determine how the superseded data were derived.
 HH0504
 HH0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG565754(NAD 83)
 HH0504_MARKER: P = PIPE CAP
 HH0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HH0504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HH0504_STAMPING: G 28 3284
 HH0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0504
 HH0504  HISTORY     - Date     Condition        Report By
 HH0504  HISTORY     - UNK      MONUMENTED       USGS
 HH0504  HISTORY     - 1935     GOOD             NGS
 HH0504
 HH0504                          STATION DESCRIPTION
 HH0504
 HH0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HH0504'0.4 MI W FROM JOHNSON.
 HH0504'0.4 MILE WEST ALONG A GRAVEL ROAD FROM THE ATCHISON, TOPEKA
 HH0504'AND SANTA FE RAILWAY STATION AT JOHNSON, STANTON COUNTY, THENCE
 HH0504'9.0 MILES NORTH ALONG STATE HIGHWAY 27, 40 YARDS NORTH OF A
 HH0504'STUCCO SCHOOL BUILDING, 107 FEET NORTHEAST OF THE CENTER OF
 HH0504'THE INTERSECTION OF AN EAST-AND-WEST ROAD, 102 FEET EAST OF THE
 HH0504'CENTERLINE OF THE HIGHWAY, 36 FEET NORTH OF THE CENTERLINE OF
 HH0504'THE ROAD, AND 5.3 FEET NORTH OF A FENCE.  A UNITED STATES
 HH0504'GEOLOGICAL SURVEY STANDARD CAP, STAMPED G 28 3284 AND RIVETED
 HH0504'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE
 HH0504'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0499 ***********************************************************************
 JG0499  DESIGNATION -  G 28
 JG0499  PID         -  JG0499
 JG0499  STATE/COUNTY-  KS/HODGEMAN
 JG0499  USGS QUAD   -  JETMORE (1969)
 JG0499
 JG0499                         *CURRENT SURVEY CONTROL
 JG0499  ___________________________________________________________________
 JG0499* NAD 83(1986)-  38 04 37.     (N)    099 53 36.     (W)     SCALED    
 JG0499* NAVD 88     -       692.355  (meters)    2271.50   (feet)  ADJUSTED  
 JG0499  ___________________________________________________________________
 JG0499  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0499  DYNAMIC HT  -         691.782 (meters)    2269.62  (feet)  COMP
 JG0499  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 JG0499
 JG0499  VERT ORDER  -  SECOND    CLASS 0
 JG0499
 JG0499.The horizontal coordinates were scaled from a topographic map and have
 JG0499.an estimated accuracy of +/- 6 seconds.
 JG0499
 JG0499.The orthometric height was determined by differential leveling
 JG0499.and adjusted by the National Geodetic Survey in June 1991..
 JG0499
 JG0499.The geoid height was determined by GEOID03.
 JG0499
 JG0499.The dynamic height is computed by dividing the NAVD 88
 JG0499.geopotential number by the normal gravity value computed on the
 JG0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0499.degrees latitude (g = 980.6199 gals.).
 JG0499
 JG0499.The modeled gravity was interpolated from observed gravity values.
 JG0499
 JG0499;                    North         East    Units  Estimated Accuracy
 JG0499;SPC KS S     -   557,430.      277,760.      MT  (+/- 180 meters Scaled)
 JG0499
 JG0499                          SUPERSEDED SURVEY CONTROL
 JG0499
 JG0499  NGVD 29 (??/??/92)  692.102  (m)         2270.67   (f) ADJ UNCH    2 0
 JG0499
 JG0499.Superseded values are not recommended for survey control.
 JG0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0499.See file dsdata.txt to determine how the superseded data were derived.
 JG0499
 JG0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH216147(NAD 83)
 JG0499_MARKER: DB = BENCH MARK DISK
 JG0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0499+STABILITY: SURFACE MOTION
 JG0499
 JG0499  HISTORY     - Date     Condition        Report By
 JG0499  HISTORY     - UNK      MONUMENTED       CGS
 JG0499  HISTORY     - 1934     GOOD             NGS
 JG0499
 JG0499                          STATION DESCRIPTION
 JG0499
 JG0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0499'IN JETMORE.
 JG0499'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. 129 FT. S.W.
 JG0499'OF THE S.W. CORNER OF THE STATION, JETMORE 75 FT. N.W. OF THE
 JG0499'N.W. CORNER OF A STONE GRAIN ELEVATOR.  39 FT. EAST OF THE
 JG0499'CENTER LINE OF HIGHWAY NO. U.S. 283.  66.5 FT. SOUTH OF THE
 JG0499'CENTER LINE OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0506 ***********************************************************************
 HH0506  DESIGNATION -  G 28 RESET
 HH0506  PID         -  HH0506
 HH0506  STATE/COUNTY-  KS/STANTON
 HH0506  USGS QUAD   -  JOHNSON NE (1973)
 HH0506
 HH0506                         *CURRENT SURVEY CONTROL
 HH0506  ___________________________________________________________________
 HH0506* NAD 83(1986)-  37 41 36.     (N)    101 45 41.     (W)     SCALED    
 HH0506* NAVD 88     -      1003.27   (meters)    3291.6    (feet)  RESET     
 HH0506  ___________________________________________________________________
 HH0506  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 HH0506
 HH0506  VERT ORDER  -  THIRD
 HH0506
 HH0506.The horizontal coordinates were scaled from a topographic map and have
 HH0506.an estimated accuracy of +/- 6 seconds.
 HH0506
 HH0506.The orthometric height was computed from unverified reset data.
 HH0506
 HH0506.The geoid height was determined by GEOID03.
 HH0506
 HH0506;                    North         East    Units  Estimated Accuracy
 HH0506;SPC KS S     -   518,970.      112,430.      MT  (+/- 180 meters Scaled)
 HH0506
 HH0506                          SUPERSEDED SURVEY CONTROL
 HH0506
 HH0506.No superseded survey control is available for this station.
 HH0506
 HH0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG565753(NAD 83)
 HH0506_MARKER: DB = BENCH MARK DISK
 HH0506_SETTING: 0 = UNSPECIFIED SETTING
 HH0506_STAMPING: G 28 USGS RESET 1964
 HH0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0506
 HH0506  HISTORY     - Date     Condition        Report By
 HH0506  HISTORY     - 1964     MONUMENTED       CGS
 HH0506
 HH0506                          STATION DESCRIPTION
 HH0506
 HH0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HH0506'9.4 MI NW FROM JOHNSON.
 HH0506'ABOUT 0.4 MILES WEST ALONG A GRAVEL ROAD FROM THE ATCHISON,
 HH0506'TOPEKA AND SANTA FE RAILROAD STATION AT JOHNSON, STANTON COUNTY,
 HH0506'THENCE 9.0 MILES NORTH ALONG U.S. HIGHWAY 270 AND STATE HIGHWAY
 HH0506'27, IN THE SOUTHEAST ANGLE OF CROSSROADS, 92 FEET NORTHWEST
 HH0506'OF THE SOUTHEAST CORNER OF AN OLD STUCCO SCHOOLHOUSE, 66 FEET
 HH0506'NORTHWEST OF THE NORTHWEST CORNER OF SCHOOLHOUSE PORCH, 62 FEET
 HH0506'EAST OF THE CENTERLINE OF U.S. HIGHWAY 270 AND STATE HIGHWAY
 HH0506'27, 44 FEET SOUTH OF AN EAST-WEST GRAVEL ROAD, 7 FEET NORTH OF A
 HH0506'CONCRETE RIGHT-OF-WAY MARKER POST, 2 1/2 FEET SOUTH OF A TELEPHONE
 HH0506'POLE, 1 FOOT NORTH OF A NEW STEEL WITNESS POST AND PROJECTING
 HH0506'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0183 ***********************************************************************
 KE0183  DESIGNATION -  G 280
 KE0183  PID         -  KE0183
 KE0183  STATE/COUNTY-  KS/LEAVENWORTH
 KE0183  USGS QUAD   -  LEAVENWORTH (1984)
 KE0183
 KE0183                         *CURRENT SURVEY CONTROL
 KE0183  ___________________________________________________________________
 KE0183* NAD 83(1986)-  39 16 54.     (N)    094 53 08.     (W)     SCALED    
 KE0183* NAVD 88     -       232.772  (meters)     763.69   (feet)  ADJUSTED  
 KE0183  ___________________________________________________________________
 KE0183  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KE0183  DYNAMIC HT  -         232.624 (meters)     763.20  (feet)  COMP
 KE0183  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 KE0183
 KE0183  VERT ORDER  -  FIRST     CLASS II
 KE0183
 KE0183.The horizontal coordinates were scaled from a topographic map and have
 KE0183.an estimated accuracy of +/- 6 seconds.
 KE0183
 KE0183.The orthometric height was determined by differential leveling
 KE0183.and adjusted by the National Geodetic Survey in June 1991..
 KE0183
 KE0183.The geoid height was determined by GEOID03.
 KE0183
 KE0183.The dynamic height is computed by dividing the NAVD 88
 KE0183.geopotential number by the normal gravity value computed on the
 KE0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0183.degrees latitude (g = 980.6199 gals.).
 KE0183
 KE0183.The modeled gravity was interpolated from observed gravity values.
 KE0183
 KE0183;                    North         East    Units  Estimated Accuracy
 KE0183;SPC KS N     -   109,900.      668,660.      MT  (+/- 180 meters Scaled)
 KE0183
 KE0183                          SUPERSEDED SURVEY CONTROL
 KE0183
 KE0183  NGVD 29 (??/??/92)  232.684  (m)          763.40   (f) ADJ UNCH    1 2
 KE0183
 KE0183.Superseded values are not recommended for survey control.
 KE0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0183.See file dsdata.txt to determine how the superseded data were derived.
 KE0183
 KE0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD373497(NAD 83)
 KE0183_MARKER: DB = BENCH MARK DISK
 KE0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0183_STAMPING: G 280 1948
 KE0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0183+STABILITY: SURFACE MOTION
 KE0183
 KE0183  HISTORY     - Date     Condition        Report By
 KE0183  HISTORY     - 1948     MONUMENTED       CGS
 KE0183
 KE0183                          STATION DESCRIPTION
 KE0183
 KE0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0183'2.8 MI S FROM LEAVENWORTH.
 KE0183'2.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0183'CHICAGO GREAT WESTERN RAILWAY BRIDGE OVER THE MISSOURI RIVER
 KE0183'AT LEAVENWORTH, 1.3 MILES NORTHWEST OF LEAVENWORTH JUNCTION, 26.0
 KE0183'FEET NORTHWEST OF THE CENTER LINE OF A ROAD WHICH CROSSES THE
 KE0183'RAILROAD, 49.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KE0183'MAIN TRACK, 62.5 FEET NORTHWEST OF THE NORTHWEST END OF HEADWALL
 KE0183'OF CULVERT UNDER THE MISSOURI PACIFIC TRACK, 3.0 FEET NORTH OF A
 KE0183'FENCE CORNER POST, 1.0 FOOT EAST OF A FENCE, 1.4 FEET SOUTH OF A
 KE0183'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0183'0.5 FOOT ABOVE THE GROUND.  MARK IS 2 POLES SOUTH OF MILEPOST
 KE0183'306-30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0503 ***********************************************************************
 KE0503  DESIGNATION -  G 281
 KE0503  PID         -  KE0503
 KE0503  STATE/COUNTY-  KS/ATCHISON
 KE0503  USGS QUAD   -  ATCHISON EAST (1984)
 KE0503
 KE0503                         *CURRENT SURVEY CONTROL
 KE0503  ___________________________________________________________________
 KE0503* NAD 83(1986)-  39 30 03.     (N)    095 04 50.     (W)     SCALED    
 KE0503* NAVD 88     -       238.128  (meters)     781.26   (feet)  ADJUSTED  
 KE0503  ___________________________________________________________________
 KE0503  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 KE0503  DYNAMIC HT  -         237.982 (meters)     780.78  (feet)  COMP
 KE0503  MODELED GRAV-     980,008.0   (mgal)                       NAVD 88
 KE0503
 KE0503  VERT ORDER  -  FIRST     CLASS II
 KE0503
 KE0503.The horizontal coordinates were scaled from a topographic map and have
 KE0503.an estimated accuracy of +/- 6 seconds.
 KE0503
 KE0503.The orthometric height was determined by differential leveling
 KE0503.and adjusted by the National Geodetic Survey in June 1991..
 KE0503
 KE0503.The geoid height was determined by GEOID03.
 KE0503
 KE0503.The dynamic height is computed by dividing the NAVD 88
 KE0503.geopotential number by the normal gravity value computed on the
 KE0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0503.degrees latitude (g = 980.6199 gals.).
 KE0503
 KE0503.The modeled gravity was interpolated from observed gravity values.
 KE0503
 KE0503;                    North         East    Units  Estimated Accuracy
 KE0503;SPC KS N     -   133,660.      651,060.      MT  (+/- 180 meters Scaled)
 KE0503
 KE0503                          SUPERSEDED SURVEY CONTROL
 KE0503
 KE0503  NGVD 29 (??/??/92)  238.028  (m)          780.93   (f) ADJ UNCH    1 2
 KE0503
 KE0503.Superseded values are not recommended for survey control.
 KE0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0503.See file dsdata.txt to determine how the superseded data were derived.
 KE0503
 KE0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD211744(NAD 83)
 KE0503_MARKER: DB = BENCH MARK DISK
 KE0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0503_STAMPING: G 281 1948
 KE0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0503+STABILITY: SURFACE MOTION
 KE0503
 KE0503  HISTORY     - Date     Condition        Report By
 KE0503  HISTORY     - 1948     MONUMENTED       CGS
 KE0503  HISTORY     - 1957     GOOD             NGS
 KE0503  HISTORY     - 19890820 MARK NOT FOUND   NGS
 KE0503
 KE0503                          STATION DESCRIPTION
 KE0503
 KE0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0503'4.7 MI SE FROM ATCHISON.
 KE0503'4.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0503'STATION AT ATCHISON, 0.35 MILE NORTHWEST OF BRIDGE OVER WALNUT
 KE0503'CREEK AT DALBEY, 51.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KE0503'OF THE MAIN TRACK, 35.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KE0503'OF A SIDE TRACK, 78.0 FEET NORTHEAST OF THE CENTER LINE OF
 KE0503'A ROAD, 24.7 FEET NORTHWEST OF MILEPOST 326, 1.6 FEET NORTHWEST
 KE0503'OF A REFERENCE POST, 1.0 FOOT NORTHEAST OF A FENCE, AND SET IN
 KE0503'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
 KE0503
 KE0503                          STATION RECOVERY (1957)
 KE0503
 KE0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0503'RECOVERED IN GOOD CONDITION.
 KE0503
 KE0503                          STATION RECOVERY (1989)
 KE0503
 KE0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0205 ***********************************************************************
 KE0205  DESIGNATION -  G 282
 KE0205  PID         -  KE0205
 KE0205  STATE/COUNTY-  KS/WYANDOTTE
 KE0205  USGS QUAD   -  PARKVILLE (1991)
 KE0205
 KE0205                         *CURRENT SURVEY CONTROL
 KE0205  ___________________________________________________________________
 KE0205* NAD 83(1986)-  39 10 00.     (N)    094 43 13.     (W)     SCALED    
 KE0205* NAVD 88     -       230.278  (meters)     755.50   (feet)  ADJUSTED  
 KE0205  ___________________________________________________________________
 KE0205  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE0205  DYNAMIC HT  -         230.130 (meters)     755.02  (feet)  COMP
 KE0205  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 KE0205
 KE0205  VERT ORDER  -  FIRST     CLASS II
 KE0205
 KE0205.The horizontal coordinates were scaled from a topographic map and have
 KE0205.an estimated accuracy of +/- 6 seconds.
 KE0205
 KE0205.The orthometric height was determined by differential leveling
 KE0205.and adjusted by the National Geodetic Survey in June 1991..
 KE0205
 KE0205.The geoid height was determined by GEOID03.
 KE0205
 KE0205.The dynamic height is computed by dividing the NAVD 88
 KE0205.geopotential number by the normal gravity value computed on the
 KE0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0205.degrees latitude (g = 980.6199 gals.).
 KE0205
 KE0205.The modeled gravity was interpolated from observed gravity values.
 KE0205
 KE0205;                    North         East    Units  Estimated Accuracy
 KE0205;SPC KS N     -    97,640.      683,370.      MT  (+/- 180 meters Scaled)
 KE0205
 KE0205                          SUPERSEDED SURVEY CONTROL
 KE0205
 KE0205  NGVD 29 (??/??/92)  230.194  (m)          755.23   (f) ADJ UNCH    1 2
 KE0205
 KE0205.Superseded values are not recommended for survey control.
 KE0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0205.See file dsdata.txt to determine how the superseded data were derived.
 KE0205
 KE0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD513366(NAD 83)
 KE0205_MARKER: DB = BENCH MARK DISK
 KE0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0205_SP_SET: CULVERT
 KE0205_STAMPING: G 282 1948
 KE0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0205
 KE0205  HISTORY     - Date     Condition        Report By
 KE0205  HISTORY     - 1948     MONUMENTED       CGS
 KE0205  HISTORY     - 1951     GOOD             NGS
 KE0205
 KE0205                          STATION DESCRIPTION
 KE0205
 KE0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0205'2.3 MI E FROM POMEROY.
 KE0205'2.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE CROSSING
 KE0205'OF THE DIRT ROAD AND RAILROAD AT POMEROY, 1 POLE WEST OF MILEPOST
 KE0205'294, IN THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT
 KE0205'UNDER THE MISSOURI PACIFIC TRACK, 12.5 FEET SOUTH OF THE SOUTH
 KE0205'RAIL OF THE TRACK, 1.0 FOOT EAST OF THE WEST END OF THE HEADWALL,
 KE0205'AND ABOUT 5.0 FEET BELOW TRACK LEVEL.  MARK IS 0.8 MILE WEST
 KE0205'OF BENCH MARK H 282.
 KE0205
 KE0205                          STATION RECOVERY (1951)
 KE0205
 KE0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0569 ***********************************************************************
 JF0569  DESIGNATION -  G 283
 JF0569  PID         -  JF0569
 JF0569  STATE/COUNTY-  KS/DICKINSON
 JF0569  USGS QUAD   -  ABILENE (1979)
 JF0569
 JF0569                         *CURRENT SURVEY CONTROL
 JF0569  ___________________________________________________________________
 JF0569* NAD 83(1986)-  38 56 40.     (N)    097 14 06.     (W)     SCALED    
 JF0569* NAVD 88     -       356.757  (meters)    1170.46   (feet)  ADJUSTED  
 JF0569  ___________________________________________________________________
 JF0569  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 JF0569  DYNAMIC HT  -         356.516 (meters)    1169.67  (feet)  COMP
 JF0569  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 JF0569
 JF0569  VERT ORDER  -  FIRST     CLASS II
 JF0569
 JF0569.The horizontal coordinates were scaled from a topographic map and have
 JF0569.an estimated accuracy of +/- 6 seconds.
 JF0569
 JF0569.The orthometric height was determined by differential leveling
 JF0569.and adjusted by the National Geodetic Survey in June 1991..
 JF0569
 JF0569.The geoid height was determined by GEOID03.
 JF0569
 JF0569.The dynamic height is computed by dividing the NAVD 88
 JF0569.geopotential number by the normal gravity value computed on the
 JF0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0569.degrees latitude (g = 980.6199 gals.).
 JF0569
 JF0569.The modeled gravity was interpolated from observed gravity values.
 JF0569
 JF0569;                    North         East    Units  Estimated Accuracy
 JF0569;SPC KS N     -    68,120.      466,320.      MT  (+/- 180 meters Scaled)
 JF0569
 JF0569                          SUPERSEDED SURVEY CONTROL
 JF0569
 JF0569  NGVD 29 (??/??/92)  356.655  (m)         1170.13   (f) ADJ UNCH    1 2
 JF0569
 JF0569.Superseded values are not recommended for survey control.
 JF0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0569.See file dsdata.txt to determine how the superseded data were derived.
 JF0569
 JF0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ529120(NAD 83)
 JF0569_MARKER: DB = BENCH MARK DISK
 JF0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0569_STAMPING: G 283 1947
 JF0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0569+STABILITY: SURFACE MOTION
 JF0569
 JF0569  HISTORY     - Date     Condition        Report By
 JF0569  HISTORY     - 1947     MONUMENTED       CGS
 JF0569  HISTORY     - 1970     GOOD             NGS
 JF0569
 JF0569                          STATION DESCRIPTION
 JF0569
 JF0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0569'1.9 MI N FROM ABILENE.
 JF0569'ABOUT 1.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTE FE
 JF0569'RAILWAY FROM THE CROSSING OF THE RAILROAD AND NORTHWEST 3RD STREET
 JF0569'AT ABILENE, 0.5 MILE NORTHWEST ALONG THE TRACK FROM THE INTERSTATE
 JF0569'HIGHWAY 70 OVERPASS FOR THE RAILROAD, 77 FEET WEST OF THE CENTER
 JF0569'OF THE CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 40 FEET
 JF0569'SOUTHWEST OF THE SOUTHWEST RAIL, 44 1/2 FEET NORTH OF A POWER
 JF0569'POLE, 10 1/2 FEET SOUTHEAST OF THE 8TH TELEPHONE POLE NORTHWEST
 JF0569'OF MILEPOST 61, 8 FEET NORTHEAST OF A FENCE, 0.8 FOOT NORTHEAST
 JF0569'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 JF0569'THE TOP OF A CONCRETE POST 0.5 FOOT UNDERGROUND.  SEC 5, T 13 S,
 JF0569'R 2 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0547 ***********************************************************************
 KF0547  DESIGNATION -  G 286
 KF0547  PID         -  KF0547
 KF0547  STATE/COUNTY-  KS/CLOUD
 KF0547  USGS QUAD   -  RICE (1965)
 KF0547
 KF0547                         *CURRENT SURVEY CONTROL
 KF0547  ___________________________________________________________________
 KF0547* NAD 83(1986)-  39 33 13.     (N)    097 36 53.     (W)     SCALED    
 KF0547* NAVD 88     -       418.423  (meters)    1372.78   (feet)  ADJUSTED  
 KF0547  ___________________________________________________________________
 KF0547  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 KF0547  DYNAMIC HT  -         418.159 (meters)    1371.91  (feet)  COMP
 KF0547  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 KF0547
 KF0547  VERT ORDER  -  FIRST     CLASS II
 KF0547
 KF0547.The horizontal coordinates were scaled from a topographic map and have
 KF0547.an estimated accuracy of +/- 6 seconds.
 KF0547
 KF0547.The orthometric height was determined by differential leveling
 KF0547.and adjusted by the National Geodetic Survey in June 1991..
 KF0547
 KF0547.The geoid height was determined by GEOID03.
 KF0547
 KF0547.The dynamic height is computed by dividing the NAVD 88
 KF0547.geopotential number by the normal gravity value computed on the
 KF0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0547.degrees latitude (g = 980.6199 gals.).
 KF0547
 KF0547.The modeled gravity was interpolated from observed gravity values.
 KF0547
 KF0547;                    North         East    Units  Estimated Accuracy
 KF0547;SPC KS N     -   135,540.      433,110.      MT  (+/- 180 meters Scaled)
 KF0547
 KF0547                          SUPERSEDED SURVEY CONTROL
 KF0547
 KF0547  NGVD 29 (??/??/92)  418.278  (m)         1372.30   (f) ADJ UNCH    1 2
 KF0547
 KF0547.Superseded values are not recommended for survey control.
 KF0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0547.See file dsdata.txt to determine how the superseded data were derived.
 KF0547
 KF0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ190791(NAD 83)
 KF0547_MARKER: DB = BENCH MARK DISK
 KF0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0547_STAMPING: G 286 1947
 KF0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0547+STABILITY: SURFACE MOTION
 KF0547
 KF0547  HISTORY     - Date     Condition        Report By
 KF0547  HISTORY     - 1947     MONUMENTED       CGS
 KF0547
 KF0547                          STATION DESCRIPTION
 KF0547
 KF0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0547'3 MI SE FROM CONCORDIA.
 KF0547'3.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0547'RAILROAD FROM THE STATION AT CONCORDIA, AT AN EAST-WEST SECTION
 KF0547'LINE ROAD CROSSING, 45.2 FEET NORTHEAST OF THE NORTHEAST RAIL
 KF0547'OF THE TRACK, 24.7 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KF0547'2.3 FEET NORTHWEST OF A POWER POLE, 2.0 FEET EAST OF A REFERENCE
 KF0547'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 KF0547'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0554 ***********************************************************************
 KF0554  DESIGNATION -  G 287
 KF0554  PID         -  KF0554
 KF0554  STATE/COUNTY-  KS/CLOUD
 KF0554  USGS QUAD   -  CONCORDIA (1980)
 KF0554
 KF0554                         *CURRENT SURVEY CONTROL
 KF0554  ___________________________________________________________________
 KF0554* NAD 83(1986)-  39 33 22.     (N)    097 39 24.     (W)     SCALED    
 KF0554* NAVD 88     -       433.798  (meters)    1423.22   (feet)  ADJUSTED  
 KF0554  ___________________________________________________________________
 KF0554  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 KF0554  DYNAMIC HT  -         433.524 (meters)    1422.32  (feet)  COMP
 KF0554  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 KF0554
 KF0554  VERT ORDER  -  FIRST     CLASS II
 KF0554
 KF0554.The horizontal coordinates were scaled from a topographic map and have
 KF0554.an estimated accuracy of +/- 6 seconds.
 KF0554
 KF0554.The orthometric height was determined by differential leveling
 KF0554.and adjusted by the National Geodetic Survey in June 1991..
 KF0554
 KF0554.The geoid height was determined by GEOID03.
 KF0554
 KF0554.The dynamic height is computed by dividing the NAVD 88
 KF0554.geopotential number by the normal gravity value computed on the
 KF0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0554.degrees latitude (g = 980.6199 gals.).
 KF0554
 KF0554.The modeled gravity was interpolated from observed gravity values.
 KF0554
 KF0554;                    North         East    Units  Estimated Accuracy
 KF0554;SPC KS N     -   135,800.      429,510.      MT  (+/- 180 meters Scaled)
 KF0554
 KF0554                          SUPERSEDED SURVEY CONTROL
 KF0554
 KF0554  NGVD 29 (??/??/92)  433.653  (m)         1422.74   (f) ADJ UNCH    1 2
 KF0554
 KF0554.Superseded values are not recommended for survey control.
 KF0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0554.See file dsdata.txt to determine how the superseded data were derived.
 KF0554
 KF0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ154793(NAD 83)
 KF0554_MARKER: DB = BENCH MARK DISK
 KF0554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0554_SP_SET: HEADWALL
 KF0554_STAMPING: G 287 1947
 KF0554_MARK LOGO: CGS   
 KF0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0554+STABILITY: SURFACE MOTION
 KF0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KF0554+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1997
 KF0554
 KF0554  HISTORY     - Date     Condition        Report By
 KF0554  HISTORY     - 1947     MONUMENTED       CGS
 KF0554  HISTORY     - 1987     GOOD             NOSAMC
 KF0554  HISTORY     - 19970326 MARK NOT FOUND   NGS
 KF0554
 KF0554                          STATION DESCRIPTION
 KF0554
 KF0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0554'1.1 MI S FROM CONCORDIA.
 KF0554'1.1 MILES SOUTH ALONG U.S. HIGHWAY NO. 81 FROM THE POST OFFICE
 KF0554'AT CONCORDIA, AT THE MAIN ENTRANCE TO THE CONCORDIA MUNICIPAL
 KF0554'AIRPORT WHICH IS ADJACENT TO THE BLOSSER AIRPORT, 104.0 FEET
 KF0554'SOUTH OF THE CENTER LINE OF A ROAD LEADING EAST TO THE AIRPORT,
 KF0554'28.8 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 KF0554'HIGHWAY, 0.6 FOOT SOUTH OF THE NORTH END OF THE HEADWALL, 0.6
 KF0554'FOOT WEST OF THE EAST FACE OF THE HEADWALL, SET IN THE TOP OF
 KF0554'THE NORTH END OF THE EAST HEADWALL OF A 10 FT X 12 FT CONCRETE
 KF0554'HIGHWAY CULVERT.
 KF0554
 KF0554                          STATION RECOVERY (1987)
 KF0554
 KF0554'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KF0554'RECOVERED IN GOOD CONDITION.
 KF0554
 KF0554                          STATION RECOVERY (1997)
 KF0554
 KF0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 KF0554'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  STATION IS PRESUMED
 KF0554'DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0031 ***********************************************************************
 KG0031  DESIGNATION -  G 288
 KG0031  PID         -  KG0031
 KG0031  STATE/COUNTY-  KS/JEWELL
 KG0031  USGS QUAD   -  WEBBER (1969)
 KG0031
 KG0031                         *CURRENT SURVEY CONTROL
 KG0031  ___________________________________________________________________
 KG0031* NAD 83(1986)-  39 55 17.     (N)    098 01 50.     (W)     SCALED    
 KG0031* NAVD 88     -       499.680  (meters)    1639.37   (feet)  ADJUSTED  
 KG0031  ___________________________________________________________________
 KG0031  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 KG0031  DYNAMIC HT  -         499.384 (meters)    1638.40  (feet)  COMP
 KG0031  MODELED GRAV-     980,016.4   (mgal)                       NAVD 88
 KG0031
 KG0031  VERT ORDER  -  FIRST     CLASS II
 KG0031
 KG0031.The horizontal coordinates were scaled from a topographic map and have
 KG0031.an estimated accuracy of +/- 6 seconds.
 KG0031
 KG0031.The orthometric height was determined by differential leveling
 KG0031.and adjusted by the National Geodetic Survey in June 1991..
 KG0031
 KG0031.The geoid height was determined by GEOID03.
 KG0031
 KG0031.The dynamic height is computed by dividing the NAVD 88
 KG0031.geopotential number by the normal gravity value computed on the
 KG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0031.degrees latitude (g = 980.6199 gals.).
 KG0031
 KG0031.The modeled gravity was interpolated from observed gravity values.
 KG0031
 KG0031;                    North         East    Units  Estimated Accuracy
 KG0031;SPC KS N     -   176,300.      397,390.      MT  (+/- 180 meters Scaled)
 KG0031
 KG0031                          SUPERSEDED SURVEY CONTROL
 KG0031
 KG0031  NGVD 29 (??/??/92)  499.511  (m)         1638.81   (f) ADJ UNCH    1 2
 KG0031
 KG0031.Superseded values are not recommended for survey control.
 KG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0031.See file dsdata.txt to determine how the superseded data were derived.
 KG0031
 KG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK828194(NAD 83)
 KG0031_MARKER: DB = BENCH MARK DISK
 KG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0031_STAMPING: G288 1947
 KG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0031+STABILITY: SURFACE MOTION
 KG0031
 KG0031  HISTORY     - Date     Condition        Report By
 KG0031  HISTORY     - 1947     MONUMENTED       CGS
 KG0031
 KG0031                          STATION DESCRIPTION
 KG0031
 KG0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KG0031'1 MI S FROM WEBBER.
 KG0031'1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KG0031'FROM THE STATION AT WEBBER, 58.5 FEET NORTH OF MILEPOST 146,
 KG0031'47.0 FEET WEST OF THE WEST RAIL OF THE TRACK, 17.0 FEET NORTH
 KG0031'OF A FENCE CORNER POST, 1.5 FEET EAST OF A FENCE, 1.9 FEET
 KG0031'NORTH OF A REFERENCE POST, ABOUT 8.0 FEET HIGHER THAN THE TRACK,
 KG0031'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 KG0031'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0415 ***********************************************************************
 KF0415  DESIGNATION -  G 289
 KF0415  PID         -  KF0415
 KF0415  STATE/COUNTY-  KS/CLAY
 KF0415  USGS QUAD   -  LONGFORD (1965)
 KF0415
 KF0415                         *CURRENT SURVEY CONTROL
 KF0415  ___________________________________________________________________
 KF0415* NAD 83(1986)-  39 08 18.     (N)    097 19 03.     (W)     SCALED    
 KF0415* NAVD 88     -       406.645  (meters)    1334.13   (feet)  ADJUSTED  
 KF0415  ___________________________________________________________________
 KF0415  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 KF0415  DYNAMIC HT  -         406.394 (meters)    1333.31  (feet)  COMP
 KF0415  MODELED GRAV-     979,997.5   (mgal)                       NAVD 88
 KF0415
 KF0415  VERT ORDER  -  FIRST     CLASS II
 KF0415
 KF0415.The horizontal coordinates were scaled from a topographic map and have
 KF0415.an estimated accuracy of +/- 6 seconds.
 KF0415
 KF0415.The orthometric height was determined by differential leveling
 KF0415.and adjusted by the National Geodetic Survey in June 1991..
 KF0415
 KF0415.The geoid height was determined by GEOID03.
 KF0415
 KF0415.The dynamic height is computed by dividing the NAVD 88
 KF0415.geopotential number by the normal gravity value computed on the
 KF0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0415.degrees latitude (g = 980.6199 gals.).
 KF0415
 KF0415.The modeled gravity was interpolated from observed gravity values.
 KF0415
 KF0415;                    North         East    Units  Estimated Accuracy
 KF0415;SPC KS N     -    89,590.      459,000.      MT  (+/- 180 meters Scaled)
 KF0415
 KF0415                          SUPERSEDED SURVEY CONTROL
 KF0415
 KF0415  NGVD 29 (??/??/92)  406.546  (m)         1333.81   (f) ADJ UNCH    1 2
 KF0415
 KF0415.Superseded values are not recommended for survey control.
 KF0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0415.See file dsdata.txt to determine how the superseded data were derived.
 KF0415
 KF0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ454334(NAD 83)
 KF0415_MARKER: DB = BENCH MARK DISK
 KF0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0415_STAMPING: G 289 1947
 KF0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0415+STABILITY: SURFACE MOTION
 KF0415
 KF0415  HISTORY     - Date     Condition        Report By
 KF0415  HISTORY     - 1947     MONUMENTED       CGS
 KF0415  HISTORY     - 1964     MARK NOT FOUND   USGS
 KF0415
 KF0415                          STATION DESCRIPTION
 KF0415
 KF0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0415'2.4 MI S FROM LONGFORD.
 KF0415'2.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0415'FROM THE STATION AT LONGFORD, AT THE SOUTH END OF A SHORT FILL,
 KF0415'46.4 FEET WEST OF THE WEST RAIL OF THE TRACK, 15.2 FEET NORTHWEST
 KF0415'OF MILEPOST 76, 1.3 FEET EAST OF A FENCE, 1.5 FEET NORTH OF
 KF0415'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KF0415'PROJECTS 0.5 FOOT ABOVE GROUND.
 KF0415
 KF0415                          STATION RECOVERY (1964)
 KF0415
 KF0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KF0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0453 ***********************************************************************
 JG0453  DESIGNATION -  G 29
 JG0453  PID         -  JG0453
 JG0453  STATE/COUNTY-  KS/PAWNEE
 JG0453  USGS QUAD   -  LARNED (1970)
 JG0453
 JG0453                         *CURRENT SURVEY CONTROL
 JG0453  ___________________________________________________________________
 JG0453* NAD 83(1986)-  38 10 37.     (N)    099 05 52.     (W)     SCALED    
 JG0453* NAVD 88     -       610.487  (meters)    2002.91   (feet)  ADJUSTED  
 JG0453  ___________________________________________________________________
 JG0453  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 JG0453  DYNAMIC HT  -         610.015 (meters)    2001.36  (feet)  COMP
 JG0453  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 JG0453
 JG0453  VERT ORDER  -  SECOND    CLASS 0
 JG0453
 JG0453.The horizontal coordinates were scaled from a topographic map and have
 JG0453.an estimated accuracy of +/- 6 seconds.
 JG0453
 JG0453.The orthometric height was determined by differential leveling
 JG0453.and adjusted by the National Geodetic Survey in June 1991..
 JG0453
 JG0453.The geoid height was determined by GEOID03.
 JG0453
 JG0453.The dynamic height is computed by dividing the NAVD 88
 JG0453.geopotential number by the normal gravity value computed on the
 JG0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0453.degrees latitude (g = 980.6199 gals.).
 JG0453
 JG0453.The modeled gravity was interpolated from observed gravity values.
 JG0453
 JG0453;                    North         East    Units  Estimated Accuracy
 JG0453;SPC KS S     -   567,790.      347,630.      MT  (+/- 180 meters Scaled)
 JG0453
 JG0453                          SUPERSEDED SURVEY CONTROL
 JG0453
 JG0453  NGVD 29 (??/??/92)  610.321  (m)         2002.36   (f) ADJ UNCH    2 0
 JG0453
 JG0453.Superseded values are not recommended for survey control.
 JG0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0453.See file dsdata.txt to determine how the superseded data were derived.
 JG0453
 JG0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH914254(NAD 83)
 JG0453_MARKER: DB = BENCH MARK DISK
 JG0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0453_STAMPING: G 29 1934
 JG0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0453+STABILITY: SURFACE MOTION
 JG0453
 JG0453  HISTORY     - Date     Condition        Report By
 JG0453  HISTORY     - 1934     MONUMENTED       CGS
 JG0453  HISTORY     - 1940     GOOD             NGS
 JG0453
 JG0453                          STATION DESCRIPTION
 JG0453
 JG0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0453'AT LARNED.
 JG0453'AT LARNED, PAWNEE COUNTY, 74 FEET SOUTHWEST OF THE SOUTH END
 JG0453'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, IN THE
 JG0453'SOUTHWEST CORNER OF THE GROUNDS, 54 FEET EAST OF THE CENTERLINE
 JG0453'OF BROADWAY, AND 20 FEET NORTHWEST OF THE CENTERLINE OF THE
 JG0453'MAIN TRACK.  A STANDARD DISK, STAMPED G 29 1934 AND SET IN
 JG0453'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0492 ***********************************************************************
 JF0492  DESIGNATION -  G 290
 JF0492  PID         -  JF0492
 JF0492  STATE/COUNTY-  KS/DICKINSON
 JF0492  USGS QUAD   -  SOLOMON (1979)
 JF0492
 JF0492                         *CURRENT SURVEY CONTROL
 JF0492  ___________________________________________________________________
 JF0492* NAD 83(1986)-  38 54 27.     (N)    097 20 05.     (W)     SCALED    
 JF0492* NAVD 88     -       354.974  (meters)    1164.61   (feet)  POSTED    
 JF0492  ___________________________________________________________________
 JF0492  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 JF0492  DYNAMIC HT  -         354.740 (meters)    1163.84  (feet)  COMP
 JF0492  MODELED GRAV-     979,948.8   (mgal)                       NAVD 88
 JF0492
 JF0492  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0492
 JF0492.The horizontal coordinates were scaled from a topographic map and have
 JF0492.an estimated accuracy of +/- 6 seconds.
 JF0492
 JF0492.The orthometric height was determined by differential leveling
 JF0492.and adjusted by the National Geodetic Survey in 1992..
 JF0492.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0492.rate of 0.0 thru 1.0 mm/km.
 JF0492
 JF0492.The geoid height was determined by GEOID03.
 JF0492
 JF0492.The dynamic height is computed by dividing the NAVD 88
 JF0492.geopotential number by the normal gravity value computed on the
 JF0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0492.degrees latitude (g = 980.6199 gals.).
 JF0492
 JF0492.The modeled gravity was interpolated from observed gravity values.
 JF0492
 JF0492;                    North         East    Units  Estimated Accuracy
 JF0492;SPC KS N     -    63,950.      457,700.      MT  (+/- 180 meters Scaled)
 JF0492
 JF0492                          SUPERSEDED SURVEY CONTROL
 JF0492
 JF0492  NGVD 29 (??/??/92)  354.869  (m)         1164.27   (f) ADJ UNCH    1 2
 JF0492
 JF0492.Superseded values are not recommended for survey control.
 JF0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0492.See file dsdata.txt to determine how the superseded data were derived.
 JF0492
 JF0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ443078(NAD 83)
 JF0492_MARKER: DB = BENCH MARK DISK
 JF0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0492_SP_SET: CONCRETE POST
 JF0492_STAMPING: G 290 1947
 JF0492_MARK LOGO: CGS   
 JF0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0492+STABILITY: SURFACE MOTION
 JF0492
 JF0492  HISTORY     - Date     Condition        Report By
 JF0492  HISTORY     - 1947     MONUMENTED       CGS
 JF0492  HISTORY     - 1968     GOOD             NGS
 JF0492  HISTORY     - 1986     GOOD             NGS
 JF0492
 JF0492                          STATION DESCRIPTION
 JF0492
 JF0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0492'2 MI E FROM SOLOMON.
 JF0492'2.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JF0492'AT SOLOMON, AT A PRIVATE ROAD CROSSING, 0.3 MILE WEST OF MILEPOST
 JF0492'NO. 170, 46.2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 15.3
 JF0492'FEET SOUTHEAST OF THE SECOND POLE EAST OF THE CROSSING, 1.3 FEET
 JF0492'NORTH OF A FENCE, 1.7 FEET EAST OF A REFERENCE POST, SET IN
 JF0492'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 JF0492
 JF0492                          STATION RECOVERY (1968)
 JF0492
 JF0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0492'RECOVERED IN GOOD CONDITION.
 JF0492
 JF0492                          STATION RECOVERY (1986)
 JF0492
 JF0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0976 ***********************************************************************
 JF0976  DESIGNATION -  G 291
 JF0976  PID         -  JF0976
 JF0976  STATE/COUNTY-  KS/SALINE
 JF0976  USGS QUAD   -  SALINA SW (1978)
 JF0976
 JF0976                         *CURRENT SURVEY CONTROL
 JF0976  ___________________________________________________________________
 JF0976* NAD 83(1986)-  38 48 17.     (N)    097 44 37.     (W)     SCALED    
 JF0976* NAVD 88     -       385.945  (meters)    1266.22   (feet)  ADJUSTED  
 JF0976  ___________________________________________________________________
 JF0976  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 JF0976  DYNAMIC HT  -         385.680 (meters)    1265.35  (feet)  COMP
 JF0976  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 JF0976
 JF0976  VERT ORDER  -  FIRST     CLASS II
 JF0976
 JF0976.The horizontal coordinates were scaled from a topographic map and have
 JF0976.an estimated accuracy of +/- 6 seconds.
 JF0976
 JF0976.The orthometric height was determined by differential leveling
 JF0976.and adjusted by the National Geodetic Survey in June 1991..
 JF0976
 JF0976.The geoid height was determined by GEOID03.
 JF0976
 JF0976.The dynamic height is computed by dividing the NAVD 88
 JF0976.geopotential number by the normal gravity value computed on the
 JF0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0976.degrees latitude (g = 980.6199 gals.).
 JF0976
 JF0976.The modeled gravity was interpolated from observed gravity values.
 JF0976
 JF0976;                    North         East    Units  Estimated Accuracy
 JF0976;SPC KS N     -    52,360.      422,270.      MT  (+/- 180 meters Scaled)
 JF0976
 JF0976                          SUPERSEDED SURVEY CONTROL
 JF0976
 JF0976  NGVD 29 (??/??/92)  385.844  (m)         1265.89   (f) ADJ UNCH    1 2
 JF0976
 JF0976.Superseded values are not recommended for survey control.
 JF0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0976.See file dsdata.txt to determine how the superseded data were derived.
 JF0976
 JF0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH090958(NAD 83)
 JF0976_MARKER: DB = BENCH MARK DISK
 JF0976_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0976_SP_SET: BRIDGE
 JF0976_STAMPING: G 291 1951
 JF0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0976
 JF0976  HISTORY     - Date     Condition        Report By
 JF0976  HISTORY     - 1951     MONUMENTED       CGS
 JF0976  HISTORY     - 1952     GOOD             NGS
 JF0976
 JF0976                          STATION DESCRIPTION
 JF0976
 JF0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JF0976'7.5 MI SW FROM SALINA.
 JF0976'7.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0976'STATION AT SALINA, 3 1/2 POLES WEST OF MILEPOST 194, 148 FEET
 JF0976'NORTHWEST OF THE NORTHWEST RAIL.  144 FEET NORTHWEST OF THE NORTH
 JF0976'CORNER OF BRIDGE 194.07, 17 FEET SOUTHEAST OF THE CENTER LINE OF
 JF0976'U.S. HIGHWAY 40, SET IN THE TOP OF THE NORTHEAST END OF THE
 JF0976'SOUTHEAST HEADWALL OF A SMALL CONCRETE BRIDGE UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1069 ***********************************************************************
 JF1069  CBN         -  This is a Cooperative Base Network Control Station.
 JF1069  DESIGNATION -  G 292
 JF1069  PID         -  JF1069
 JF1069  STATE/COUNTY-  KS/SALINE
 JF1069  USGS QUAD   -  ASSARIA (1978)
 JF1069
 JF1069                         *CURRENT SURVEY CONTROL
 JF1069  ___________________________________________________________________
 JF1069* NAD 83(1997)-  38 43 31.10231(N)    097 36 14.04218(W)     ADJUSTED  
 JF1069* NAVD 88     -       387.743  (meters)    1272.12   (feet)  ADJUSTED  
 JF1069  ___________________________________________________________________
 JF1069  X           -    -659,335.703 (meters)                     COMP
 JF1069  Y           -  -4,938,926.400 (meters)                     COMP
 JF1069  Z           -   3,968,797.465 (meters)                     COMP
 JF1069  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 JF1069  ELLIP HEIGHT-         359.77  (meters)          (08/12/03) GPS OBS
 JF1069  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF1069  DYNAMIC HT  -         387.478 (meters)    1271.25  (feet)  COMP
 JF1069  MODELED GRAV-     979,932.8   (mgal)                       NAVD 88
 JF1069
 JF1069  HORZ ORDER  -  A
 JF1069  VERT ORDER  -  FIRST     CLASS II
 JF1069  ELLP ORDER  -  FOURTH    CLASS I
 JF1069
 JF1069.The horizontal coordinates were established by GPS observations
 JF1069.and adjusted by the National Geodetic Survey in August 2003..
 JF1069
 JF1069.The orthometric height was determined by differential leveling
 JF1069.and adjusted by the National Geodetic Survey in June 1991..
 JF1069
 JF1069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF1069
 JF1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1069
 JF1069.The ellipsoidal height was determined by GPS observations
 JF1069.and is referenced to NAD 83.
 JF1069
 JF1069.The geoid height was determined by GEOID03.
 JF1069
 JF1069.The dynamic height is computed by dividing the NAVD 88
 JF1069.geopotential number by the normal gravity value computed on the
 JF1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1069.degrees latitude (g = 980.6199 gals.).
 JF1069
 JF1069.The modeled gravity was interpolated from observed gravity values.
 JF1069
 JF1069;                    North         East     Units Scale Factor Converg.
 JF1069;SPC KS N     -    43,588.504   434,444.786   MT  0.99999862   +0 15 02.2
 JF1069;UTM  14      - 4,287,219.302   621,359.375   MT  0.99978137   +0 52 24.6
 JF1069
 JF1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1069!SPC KS N     -   0.99994355  x   0.99999862  =   0.99994217
 JF1069!UTM  14      -   0.99994355  x   0.99978137  =   0.99972494
 JF1069
 JF1069                          SUPERSEDED SURVEY CONTROL
 JF1069
 JF1069  NAVD 88 (08/12/03)  387.74   (m)         1272.1    (f) LEVELING    3  
 JF1069  NGVD 29 (??/??/92)  387.636  (m)         1271.77   (f) ADJ UNCH    1 2
 JF1069
 JF1069.Superseded values are not recommended for survey control.
 JF1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1069.See file dsdata.txt to determine how the superseded data were derived.
 JF1069
 JF1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2135987219(NAD 83)
 JF1069_MARKER: DB = BENCH MARK DISK
 JF1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1069_SP_SET: CONCRETE POST
 JF1069_STAMPING: G 292 1952
 JF1069_MARK LOGO: CGS   
 JF1069_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1069+STABILITY: SURFACE MOTION
 JF1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1069+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 JF1069
 JF1069  HISTORY     - Date     Condition        Report By
 JF1069  HISTORY     - 1952     MONUMENTED       CGS
 JF1069  HISTORY     - 1986     GOOD             NGS
 JF1069  HISTORY     - 20021010 GOOD             NGS
 JF1069
 JF1069                          STATION DESCRIPTION
 JF1069
 JF1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1069'3.1 MI N FROM ASSARIA.
 JF1069'3.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1069'STATION AT ASSARIA, AT A ROAD CROSSING, 2 1/2 POLES SOUTH
 JF1069'OF MILEPOST 9, 47 FEET SOUTH OF THE CENTER LINE OF AN EAST
 JF1069'AND WEST ROAD, 27.2 FEET EAST OF THE EAST RAIL, 33.5 FEET
 JF1069'SOUTHWEST OF A POWER POLE, 1.7 FEET WEST OF A FENCE, 2 FEET
 JF1069'NORTH OF A WITNESS POST, 1.0 MILE SOUTH OF BENCH MARK F 292,
 JF1069'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 JF1069'ABOVE THE GROUND.
 JF1069
 JF1069                          STATION RECOVERY (1986)
 JF1069
 JF1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1069'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.3 KM (7.0
 JF1069'MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1069'CRAWFORD STREET IN SALINA.  DELETE--2 1/2 POLES SOUTH OF MILEPOST 9.
 JF1069
 JF1069                          STATION RECOVERY (2002)
 JF1069
 JF1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 JF1069'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) SOUTH FROM SALINA, 5.0
 JF1069'KM (3.1 MI) NORTH FROM
 JF1069'ASSARIA, 1.3 KM (0.8 MI) EAST FROM INTERSTATE HIGHWAY 135, IN THE
 JF1069'NORTH CENTRAL EDGE OF
 JF1069'SECTION 25, T 15 S, R 3 W, AT AN OLD ABANDONED RAILROAD CROSSING, AND
 JF1069'ON ROAD
 JF1069'RIGHT-OF-WAY.  OWNERSHIP--KANSAS DEPARTMENT OF TRANSPORTATION.
 JF1069' 
 JF1069'TO REACH THE STATION FROM THE MENTOR-SMOLAN ROAD INTERCHANGE AND
 JF1069'INTERSTATE
 JF1069'HIGHWAY 135 (EXIT 86), ABOUT 8 KM (5 MI) SOUTH FROM SALINA, GO EAST ON
 JF1069'SMOLAN ROAD FOR 0.5
 JF1069'KM (0.3 MI) TO A STOP SIGN AT THE INTERSECTION OF STATE HIGHWAY 104
 JF1069'EAST (OLD HIGHWAY 81).
 JF1069'TURN RIGHT AND GO SOUTH ON THE HIGHWAY FOR 1.6 KM (1.0 MI) TO A GRAVEL
 JF1069'CROSSROAD
 JF1069'(MCREYNOLDS RD), AT MILE MARKER 1.  TURN LEFT AND GO EAST ON THE
 JF1069'GRAVEL ROAD FOR 0.8 KM
 JF1069'(0.5 MI) TO AN OLD ABANDONED RAILROAD CROSSING AND THE STATION ON THE
 JF1069'RIGHT.
 JF1069' 
 JF1069'THE STATION IS A STANDARD CGS BENCH MARK DISK SET IN THE TOP OF A 30
 JF1069'CM ROUND CONCRETE
 JF1069'MONUMENT PROJECTING 15 CM ABOVE GROUND.  IT IS  14.33 M (47.0 FT)
 JF1069'SOUTH FROM THE CENTER OF
 JF1069'THE GRAVEL ROAD, 10.36 M (34.0 FT) SOUTHWEST FROM A UTILITY POLE, 9.45
 JF1069'M (31.0 FT) SOUTHWEST
 JF1069'FROM A BURIED CABLE WARNING SIGN POST WITH JUNCTION BOX ATTACHED, 8.84
 JF1069'M (29.0 FT) EAST
 JF1069'FROM THE CENTER OF THE REMAINS OF THE OLD ABANDONED RAILROAD BED, 0.91
 JF1069'M (3.0 FT)
 JF1069'SOUTH-SOUTHWEST FROM A METAL POST, AND 0.30 M (1.0 FT) NORTH FROM A
 JF1069'FIBERGLASS WITNESS
 JF1069'POST.
 JF1069' 
 JF1069' 
 JF1069' 
 JF1069' 
 JF1069' 
 JF1069'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0039 ***********************************************************************
 JG0039  DESIGNATION -  G 293
 JG0039  PID         -  JG0039
 JG0039  STATE/COUNTY-  KS/ELLSWORTH
 JG0039  USGS QUAD   -  ELLSWORTH (1979)
 JG0039
 JG0039                         *CURRENT SURVEY CONTROL
 JG0039  ___________________________________________________________________
 JG0039* NAD 83(1986)-  38 43 26.     (N)    098 07 57.     (W)     SCALED    
 JG0039* NAVD 88     -       486.382  (meters)    1595.74   (feet)  ADJUSTED  
 JG0039  ___________________________________________________________________
 JG0039  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 JG0039  DYNAMIC HT  -         486.038 (meters)    1594.61  (feet)  COMP
 JG0039  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 JG0039
 JG0039  VERT ORDER  -  FIRST     CLASS II
 JG0039
 JG0039.The horizontal coordinates were scaled from a topographic map and have
 JG0039.an estimated accuracy of +/- 6 seconds.
 JG0039
 JG0039.The orthometric height was determined by differential leveling
 JG0039.and adjusted by the National Geodetic Survey in June 1991..
 JG0039
 JG0039.The geoid height was determined by GEOID03.
 JG0039
 JG0039.The dynamic height is computed by dividing the NAVD 88
 JG0039.geopotential number by the normal gravity value computed on the
 JG0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0039.degrees latitude (g = 980.6199 gals.).
 JG0039
 JG0039.The modeled gravity was interpolated from observed gravity values.
 JG0039
 JG0039;                    North         East    Units  Estimated Accuracy
 JG0039;SPC KS N     -    43,360.      388,480.      MT  (+/- 180 meters Scaled)
 JG0039
 JG0039                          SUPERSEDED SURVEY CONTROL
 JG0039
 JG0039  NGVD 29 (??/??/92)  486.232  (m)         1595.25   (f) ADJ UNCH    1 2
 JG0039
 JG0039.Superseded values are not recommended for survey control.
 JG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0039.See file dsdata.txt to determine how the superseded data were derived.
 JG0039
 JG0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH754864(NAD 83)
 JG0039_MARKER: DB = BENCH MARK DISK
 JG0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0039_STAMPING: G 293 1952
 JG0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0039+STABILITY: SURFACE MOTION
 JG0039
 JG0039  HISTORY     - Date     Condition        Report By
 JG0039  HISTORY     - 1952     MONUMENTED       CGS
 JG0039
 JG0039                          STATION DESCRIPTION
 JG0039
 JG0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0039'1.3 MI E FROM KANOPOLIS.
 JG0039'1.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0039'AT KANOPOLIS, 4 POLES EAST OF MILEPOST 218, AT A ROAD CROSSING,
 JG0039'47.7 FEET NORTH OF THE NORTH RAIL, 36 FEET WEST OF THE CENTER LINE
 JG0039'OF A ROAD, 6.4 FEET NORTHWEST OF A TELEPHONE POLE, 1.4 FEET
 JG0039'EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 JG0039'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1043 ***********************************************************************
 JF1043  DESIGNATION -  G 294
 JF1043  PID         -  JF1043
 JF1043  STATE/COUNTY-  KS/SALINE
 JF1043  USGS QUAD   -  ASSARIA (1978)
 JF1043
 JF1043                         *CURRENT SURVEY CONTROL
 JF1043  ___________________________________________________________________
 JF1043* NAD 83(1986)-  38 38 05.     (N)    097 35 20.     (W)     SCALED    
 JF1043* NAVD 88     -       397.225  (meters)    1303.23   (feet)  ADJUSTED  
 JF1043  ___________________________________________________________________
 JF1043  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 JF1043  DYNAMIC HT  -         396.946 (meters)    1302.31  (feet)  COMP
 JF1043  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 JF1043
 JF1043  VERT ORDER  -  FIRST     CLASS II
 JF1043
 JF1043.The horizontal coordinates were scaled from a topographic map and have
 JF1043.an estimated accuracy of +/- 6 seconds.
 JF1043
 JF1043.The orthometric height was determined by differential leveling
 JF1043.and adjusted by the National Geodetic Survey in June 1991..
 JF1043
 JF1043.The geoid height was determined by GEOID03.
 JF1043
 JF1043.The dynamic height is computed by dividing the NAVD 88
 JF1043.geopotential number by the normal gravity value computed on the
 JF1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1043.degrees latitude (g = 980.6199 gals.).
 JF1043
 JF1043.The modeled gravity was interpolated from observed gravity values.
 JF1043
 JF1043;                    North         East    Units  Estimated Accuracy
 JF1043;SPC KS N     -    33,540.      435,800.      MT  (+/- 180 meters Scaled)
 JF1043
 JF1043                          SUPERSEDED SURVEY CONTROL
 JF1043
 JF1043  NGVD 29 (??/??/92)  397.099  (m)         1302.82   (f) ADJ UNCH    1 2
 JF1043
 JF1043.Superseded values are not recommended for survey control.
 JF1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1043.See file dsdata.txt to determine how the superseded data were derived.
 JF1043
 JF1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH228771(NAD 83)
 JF1043_MARKER: DB = BENCH MARK DISK
 JF1043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1043_SP_SET: ABUTMENT
 JF1043_STAMPING: G 294 1952
 JF1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1043
 JF1043  HISTORY     - Date     Condition        Report By
 JF1043  HISTORY     - 1952     MONUMENTED       CGS
 JF1043
 JF1043                          STATION DESCRIPTION
 JF1043
 JF1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1043'1.4 MI NE FROM BRIDGEPORT.
 JF1043'1.45 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JF1043'THE FARMER UNION ELEVATOR AT BRIDGEPORT, 5.5 FEET NORTHWEST OF
 JF1043'THE NORTHWEST RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN
 JF1043'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE
 JF1043'BRIDGE OVER THE SMOKY HILL RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0070 ***********************************************************************
 JG0070  DESIGNATION -  G 295
 JG0070  PID         -  JG0070
 JG0070  STATE/COUNTY-  KS/ELLSWORTH
 JG0070  USGS QUAD   -  WILSON (1979)
 JG0070
 JG0070                         *CURRENT SURVEY CONTROL
 JG0070  ___________________________________________________________________
 JG0070* NAD 83(1986)-  38 49 33.     (N)    098 28 31.     (W)     SCALED    
 JG0070* NAVD 88     -       515.033  (meters)    1689.74   (feet)  ADJUSTED  
 JG0070  ___________________________________________________________________
 JG0070  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 JG0070  DYNAMIC HT  -         514.675 (meters)    1688.56  (feet)  COMP
 JG0070  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 JG0070
 JG0070  VERT ORDER  -  FIRST     CLASS II
 JG0070
 JG0070.The horizontal coordinates were scaled from a topographic map and have
 JG0070.an estimated accuracy of +/- 6 seconds.
 JG0070
 JG0070.The orthometric height was determined by differential leveling
 JG0070.and adjusted by the National Geodetic Survey in June 1991..
 JG0070
 JG0070.The geoid height was determined by GEOID03.
 JG0070
 JG0070.The dynamic height is computed by dividing the NAVD 88
 JG0070.geopotential number by the normal gravity value computed on the
 JG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0070.degrees latitude (g = 980.6199 gals.).
 JG0070
 JG0070.The modeled gravity was interpolated from observed gravity values.
 JG0070
 JG0070;                    North         East    Units  Estimated Accuracy
 JG0070;SPC KS N     -    54,780.      358,730.      MT  (+/- 180 meters Scaled)
 JG0070
 JG0070                          SUPERSEDED SURVEY CONTROL
 JG0070
 JG0070  NGVD 29 (??/??/92)  514.860  (m)         1689.17   (f) ADJ UNCH    1 2
 JG0070
 JG0070.Superseded values are not recommended for survey control.
 JG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0070.See file dsdata.txt to determine how the superseded data were derived.
 JG0070
 JG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH455975(NAD 83)
 JG0070_MARKER: DB = BENCH MARK DISK
 JG0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0070_SP_SET: CONCRETE BASE
 JG0070_STAMPING: G 295 1952
 JG0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0070
 JG0070  HISTORY     - Date     Condition        Report By
 JG0070  HISTORY     - 1952     MONUMENTED       CGS
 JG0070  HISTORY     - 1964     GOOD             NGS
 JG0070  HISTORY     - 1983     GOOD             KSDT
 JG0070
 JG0070                          STATION DESCRIPTION
 JG0070
 JG0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0070'AT WILSON.
 JG0070'AT WILSON, 0.5 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 JG0070'SOUTH CORNER OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE
 JG0070'CITY WATER TOWER.
 JG0070
 JG0070                          STATION RECOVERY (1964)
 JG0070
 JG0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JG0070'RECOVERED IN GOOD CONDITION.
 JG0070
 JG0070                          STATION RECOVERY (1983)
 JG0070
 JG0070'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983
 JG0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0842 ***********************************************************************
 JF0842  DESIGNATION -  G 296
 JF0842  PID         -  JF0842
 JF0842  STATE/COUNTY-  KS/RENO
 JF0842  USGS QUAD   -  HUTCHINSON (1978)
 JF0842
 JF0842                         *CURRENT SURVEY CONTROL
 JF0842  ___________________________________________________________________
 JF0842* NAD 83(1986)-  38 02 59.     (N)    097 54 13.     (W)     SCALED    
 JF0842* NAVD 88     -       464.687  (meters)    1524.56   (feet)  ADJUSTED  
 JF0842  ___________________________________________________________________
 JF0842  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF0842  DYNAMIC HT  -         464.328 (meters)    1523.38  (feet)  COMP
 JF0842  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 JF0842
 JF0842  VERT ORDER  -  FIRST     CLASS II
 JF0842
 JF0842.The horizontal coordinates were scaled from a topographic map and have
 JF0842.an estimated accuracy of +/- 6 seconds.
 JF0842
 JF0842.The orthometric height was determined by differential leveling
 JF0842.and adjusted by the National Geodetic Survey in June 1991..
 JF0842
 JF0842.The geoid height was determined by GEOID03.
 JF0842
 JF0842.The dynamic height is computed by dividing the NAVD 88
 JF0842.geopotential number by the normal gravity value computed on the
 JF0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0842.degrees latitude (g = 980.6199 gals.).
 JF0842
 JF0842.The modeled gravity was interpolated from observed gravity values.
 JF0842
 JF0842;                    North         East    Units  Estimated Accuracy
 JF0842;SPC KS S     -   553,670.      452,340.      MT  (+/- 180 meters Scaled)
 JF0842
 JF0842                          SUPERSEDED SURVEY CONTROL
 JF0842
 JF0842  NGVD 29 (??/??/92)  464.528  (m)         1524.04   (f) ADJ UNCH    1 2
 JF0842
 JF0842.Superseded values are not recommended for survey control.
 JF0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0842.See file dsdata.txt to determine how the superseded data were derived.
 JF0842
 JF0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH961118(NAD 83)
 JF0842_MARKER: DB = BENCH MARK DISK
 JF0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0842_SP_SET: CONCRETE POST
 JF0842_STAMPING: G 296 1953
 JF0842_MARK LOGO: CGS   
 JF0842_PROJECTION: RECESSED 30 CENTIMETERS
 JF0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0842+STABILITY: SURFACE MOTION
 JF0842
 JF0842  HISTORY     - Date     Condition        Report By
 JF0842  HISTORY     - 1953     MONUMENTED       CGS
 JF0842  HISTORY     - 1986     GOOD             NGS
 JF0842
 JF0842                          STATION DESCRIPTION
 JF0842
 JF0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0842'1.6 MI NE FROM HUTCHINSON.
 JF0842'1.6 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0842'RAILROAD FROM THE STATION AT HUTCHINSON, AT THE SOUTHEAST
 JF0842'CORNER OF A FENCE AROUND A GROUP OF TRANSFORMERS, 47 FEET NORTHWEST
 JF0842'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 33 FEET NORTH F THE
 JF0842'CENTER LINE OF AVENUE B, 2 FEET NORTH OF A WITNESS POST, SET
 JF0842'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 JF0842'THE GROUND.
 JF0842
 JF0842                          STATION RECOVERY (1986)
 JF0842
 JF0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0842'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN HUTCHINSON,
 JF0842'AT THE INTERSECTION OF AVENUE B AND THE SOUTHERN PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0813 ***********************************************************************
 JF0813  DESIGNATION -  G 297
 JF0813  PID         -  JF0813
 JF0813  STATE/COUNTY-  KS/MCPHERSON
 JF0813  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0813
 JF0813                         *CURRENT SURVEY CONTROL
 JF0813  ___________________________________________________________________
 JF0813* NAD 83(1986)-  38 17 48.     (N)    097 43 33.     (W)     SCALED    
 JF0813* NAVD 88     -       452.146  (meters)    1483.42   (feet)  ADJUSTED  
 JF0813  ___________________________________________________________________
 JF0813  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF0813  DYNAMIC HT  -         451.812 (meters)    1482.32  (feet)  COMP
 JF0813  MODELED GRAV-     979,877.7   (mgal)                       NAVD 88
 JF0813
 JF0813  VERT ORDER  -  FIRST     CLASS II
 JF0813
 JF0813.The horizontal coordinates were scaled from a topographic map and have
 JF0813.an estimated accuracy of +/- 6 seconds.
 JF0813
 JF0813.The orthometric height was determined by differential leveling
 JF0813.and adjusted by the National Geodetic Survey in June 1991..
 JF0813
 JF0813.The geoid height was determined by GEOID03.
 JF0813
 JF0813.The dynamic height is computed by dividing the NAVD 88
 JF0813.geopotential number by the normal gravity value computed on the
 JF0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0813.degrees latitude (g = 980.6199 gals.).
 JF0813
 JF0813.The modeled gravity was interpolated from observed gravity values.
 JF0813
 JF0813;                    North         East    Units  Estimated Accuracy
 JF0813;SPC KS S     -   581,190.      467,720.      MT  (+/- 180 meters Scaled)
 JF0813
 JF0813                          SUPERSEDED SURVEY CONTROL
 JF0813
 JF0813  NGVD 29 (??/??/92)  452.007  (m)         1482.96   (f) ADJ UNCH    1 2
 JF0813
 JF0813.Superseded values are not recommended for survey control.
 JF0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0813.See file dsdata.txt to determine how the superseded data were derived.
 JF0813
 JF0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH114394(NAD 83)
 JF0813_MARKER: DB = BENCH MARK DISK
 JF0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0813_SP_SET: CONCRETE POST
 JF0813_STAMPING: G 297 1953
 JF0813_MARK LOGO: CGS   
 JF0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0813+STABILITY: SURFACE MOTION
 JF0813
 JF0813  HISTORY     - Date     Condition        Report By
 JF0813  HISTORY     - 1953     MONUMENTED       CGS
 JF0813  HISTORY     - 1986     GOOD             NGS
 JF0813
 JF0813                          STATION DESCRIPTION
 JF0813
 JF0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0813'5.4 MI NE FROM MC PHERSON.
 JF0813'5.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0813'RAILROAD FROM THE STATION AT INMAN, 0.3 MILE NORTHEAST OF THE
 JF0813'STATION SIGN AT GROVELAND, 45.5 FEET NORTHWEST OF THE NORTHWEST
 JF0813'RAIL, 10.3 FEET NORTH OF MILEPOST 224, 2 FEET SOUTHEAST OF A
 JF0813'FENCE, 2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF
 JF0813'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 JF0813
 JF0813                          STATION RECOVERY (1986)
 JF0813
 JF0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0813'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.5 KM (4.65
 JF0813'MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM ITS
 JF0813'JUNCTION WITH THE UNION PACIFIC RAILROAD IN MCPHERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0402 ***********************************************************************
 JH0402  DESIGNATION -  G 298
 JH0402  PID         -  JH0402
 JH0402  STATE/COUNTY-  KS/WALLACE
 JH0402  USGS QUAD   -  WESKAN NW (1979)
 JH0402
 JH0402                         *CURRENT SURVEY CONTROL
 JH0402  ___________________________________________________________________
 JH0402* NAD 83(1986)-  38 52 34.     (N)    101 56 06.     (W)     SCALED    
 JH0402* NAVD 88     -      1169.160  (meters)    3835.82   (feet)  ADJUSTED  
 JH0402  ___________________________________________________________________
 JH0402  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 JH0402  DYNAMIC HT  -        1168.142 (meters)    3832.48  (feet)  COMP
 JH0402  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 JH0402
 JH0402  VERT ORDER  -  FIRST     CLASS II
 JH0402
 JH0402.The horizontal coordinates were scaled from a topographic map and have
 JH0402.an estimated accuracy of +/- 6 seconds.
 JH0402
 JH0402.The orthometric height was determined by differential leveling
 JH0402.and adjusted by the National Geodetic Survey in June 1991..
 JH0402
 JH0402.The geoid height was determined by GEOID03.
 JH0402
 JH0402.The dynamic height is computed by dividing the NAVD 88
 JH0402.geopotential number by the normal gravity value computed on the
 JH0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0402.degrees latitude (g = 980.6199 gals.).
 JH0402
 JH0402.The modeled gravity was interpolated from observed gravity values.
 JH0402
 JH0402;                    North         East    Units  Estimated Accuracy
 JH0402;SPC KS N     -    67,670.       58,650.      MT  (+/- 180 meters Scaled)
 JH0402
 JH0402                          SUPERSEDED SURVEY CONTROL
 JH0402
 JH0402  NGVD 29 (??/??/92) 1168.722  (m)         3834.38   (f) ADJ UNCH    1 2
 JH0402
 JH0402.Superseded values are not recommended for survey control.
 JH0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0402.See file dsdata.txt to determine how the superseded data were derived.
 JH0402
 JH0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ453071(NAD 83)
 JH0402_MARKER: DB = BENCH MARK DISK
 JH0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0402_STAMPING: G 298 1952
 JH0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0402+STABILITY: SURFACE MOTION
 JH0402
 JH0402  HISTORY     - Date     Condition        Report By
 JH0402  HISTORY     - 1952     MONUMENTED       CGS
 JH0402
 JH0402                          STATION DESCRIPTION
 JH0402
 JH0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0402'1.8 MI E FROM WESKAN.
 JH0402'1.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0402'AT WESKAN, ACROSS THE TRACK FROM MILEPOST 440, 113 FEET NORTH
 JH0402'OF THE CENTER LINE OF U.S. HIGHWAY 40, 51 FEET SOUTH OF THE
 JH0402'SOUTH RAIL, 52.8 FEET WEST OF A POWER POLE, 2.7 FEET SOUTH
 JH0402'OF A FENCE, 18 FEET ABOVE THE TOP OF THE RAILS, 2.6 FEET EAST
 JH0402'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JH0402'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0368 ***********************************************************************
 KH0368  DESIGNATION -  G 299
 KH0368  PID         -  KH0368
 KH0368  STATE/COUNTY-  KS/LOGAN
 KH0368  USGS QUAD   -  MC ALLASTER SE (1969)
 KH0368
 KH0368                         *CURRENT SURVEY CONTROL
 KH0368  ___________________________________________________________________
 KH0368* NAD 83(1986)-  39 01 46.     (N)    101 21 02.     (W)     SCALED    
 KH0368* NAVD 88     -       957.503  (meters)    3141.41   (feet)  ADJUSTED  
 KH0368  ___________________________________________________________________
 KH0368  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 KH0368  DYNAMIC HT  -         956.704 (meters)    3138.79  (feet)  COMP
 KH0368  MODELED GRAV-     979,761.6   (mgal)                       NAVD 88
 KH0368
 KH0368  VERT ORDER  -  FIRST     CLASS II
 KH0368
 KH0368.The horizontal coordinates were scaled from a topographic map and have
 KH0368.an estimated accuracy of +/- 6 seconds.
 KH0368
 KH0368.The orthometric height was determined by differential leveling
 KH0368.and adjusted by the National Geodetic Survey in June 1991..
 KH0368
 KH0368.The geoid height was determined by GEOID03.
 KH0368
 KH0368.The dynamic height is computed by dividing the NAVD 88
 KH0368.geopotential number by the normal gravity value computed on the
 KH0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0368.degrees latitude (g = 980.6199 gals.).
 KH0368
 KH0368.The modeled gravity was interpolated from observed gravity values.
 KH0368
 KH0368;                    North         East    Units  Estimated Accuracy
 KH0368;SPC KS N     -    82,640.      109,950.      MT  (+/- 180 meters Scaled)
 KH0368
 KH0368                          SUPERSEDED SURVEY CONTROL
 KH0368
 KH0368  NGVD 29 (??/??/92)  957.118  (m)         3140.14   (f) ADJ UNCH    1 2
 KH0368
 KH0368.Superseded values are not recommended for survey control.
 KH0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0368.See file dsdata.txt to determine how the superseded data were derived.
 KH0368
 KH0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ965226(NAD 83)
 KH0368_MARKER: DB = BENCH MARK DISK
 KH0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0368_STAMPING: G 299 1952
 KH0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0368+STABILITY: SURFACE MOTION
 KH0368
 KH0368  HISTORY     - Date     Condition        Report By
 KH0368  HISTORY     - 1952     MONUMENTED       CGS
 KH0368
 KH0368                          STATION DESCRIPTION
 KH0368
 KH0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0368'2.9 MI NE FROM MC ALLISTER.
 KH0368'2.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0368'STATION AT MC ALLISTER, ON THE EAST SLOPE OF A HILL, 203 FEET
 KH0368'NORTH OF THE NORTH RAIL, 196 FEET NORTHWEST OF THE NORTHWEST
 KH0368'CORNER OF STEEL RAILROAD BRIDGE 405.61, 76.5 FEET WEST OF A
 KH0368'FENCE CORNER, 3.6 FEET NORTH OF A FENCE, 2.4 FEET EAST OF A
 KH0368'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KH0368'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0502 ***********************************************************************
 KF0502  DESIGNATION -  G 3
 KF0502  PID         -  KF0502
 KF0502  STATE/COUNTY-  KS/CLOUD
 KF0502  USGS QUAD   -  AURORA (1965)
 KF0502
 KF0502                         *CURRENT SURVEY CONTROL
 KF0502  ___________________________________________________________________
 KF0502* NAD 83(1986)-  39 24 27.     (N)    097 30 20.     (W)     SCALED    
 KF0502* NAVD 88     -       479.690  (meters)    1573.78   (feet)  ADJUSTED  
 KF0502  ___________________________________________________________________
 KF0502  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 KF0502  DYNAMIC HT  -         479.393 (meters)    1572.81  (feet)  COMP
 KF0502  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 KF0502
 KF0502  VERT ORDER  -  FIRST     CLASS II
 KF0502
 KF0502.The horizontal coordinates were scaled from a topographic map and have
 KF0502.an estimated accuracy of +/- 6 seconds.
 KF0502
 KF0502.The orthometric height was determined by differential leveling
 KF0502.and adjusted by the National Geodetic Survey in June 1991..
 KF0502
 KF0502.The geoid height was determined by GEOID03.
 KF0502
 KF0502.The dynamic height is computed by dividing the NAVD 88
 KF0502.geopotential number by the normal gravity value computed on the
 KF0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0502.degrees latitude (g = 980.6199 gals.).
 KF0502
 KF0502.The modeled gravity was interpolated from observed gravity values.
 KF0502
 KF0502;                    North         East    Units  Estimated Accuracy
 KF0502;SPC KS N     -   119,360.      442,580.      MT  (+/- 180 meters Scaled)
 KF0502
 KF0502                          SUPERSEDED SURVEY CONTROL
 KF0502
 KF0502  NGVD 29 (??/??/92)  479.562  (m)         1573.36   (f) ADJ UNCH    1 2
 KF0502
 KF0502.Superseded values are not recommended for survey control.
 KF0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0502.See file dsdata.txt to determine how the superseded data were derived.
 KF0502
 KF0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ286630(NAD 83)
 KF0502_MARKER: H = DRILL HOLE
 KF0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0502_SP_SET: LIMESTONE POST
 KF0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0502+STABILITY: SURFACE MOTION
 KF0502
 KF0502  HISTORY     - Date     Condition        Report By
 KF0502  HISTORY     - UNK      MONUMENTED       CGS
 KF0502  HISTORY     - 1947     GOOD             NGS
 KF0502
 KF0502                          STATION DESCRIPTION
 KF0502
 KF0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0502'3.5 MI SE FROM AURORA.
 KF0502'3.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0502'RAILROAD FROM THE STATION AT AURORA, 14 RAILS SOUTH OF A ROAD
 KF0502'CROSSING, ON THE SOUTH SLOPE OF A HILL, 80.0 FEET WEST OF A
 KF0502'FENCE, 68.9 FEET SOUTHEAST OF THE 12TH POLE SOUTH OF MILEPOST
 KF0502'99, 15.0 FEET EAST OF THE EAST RAIL OF THE TRACK, THE BOTTOM
 KF0502'OF A SQUARE HOLE SURROUNDED BY THE LETTERS USBM CUT IN THE TOP
 KF0502'OF A LIMESTONE POST PROJECTING 2.0 FEET ABOVE THE GROUND.
 KF0502'NOTE-- MARK IS AT THE SITE OF THE FORMER SULPHUR SPRINGS FLAG
 KF0502'STATION.  APPEARS SOLID BUT PROJECTS 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0114 ***********************************************************************
 JG0114  DESIGNATION -  G 30
 JG0114  PID         -  JG0114
 JG0114  STATE/COUNTY-  KS/RICE
 JG0114  USGS QUAD   -  RAYMOND (1970)
 JG0114
 JG0114                         *CURRENT SURVEY CONTROL
 JG0114  ___________________________________________________________________
 JG0114* NAD 83(1986)-  38 21 06.     (N)    098 24 21.     (W)     SCALED    
 JG0114* NAVD 88     -       536.273  (meters)    1759.42   (feet)  ADJUSTED  
 JG0114  ___________________________________________________________________
 JG0114  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 JG0114  DYNAMIC HT  -         535.874 (meters)    1758.11  (feet)  COMP
 JG0114  MODELED GRAV-     979,867.5   (mgal)                       NAVD 88
 JG0114
 JG0114  VERT ORDER  -  SECOND    CLASS 0
 JG0114
 JG0114.The horizontal coordinates were scaled from a topographic map and have
 JG0114.an estimated accuracy of +/- 6 seconds.
 JG0114
 JG0114.The orthometric height was determined by differential leveling
 JG0114.and adjusted by the National Geodetic Survey in June 1991..
 JG0114
 JG0114.The geoid height was determined by GEOID03.
 JG0114
 JG0114.The dynamic height is computed by dividing the NAVD 88
 JG0114.geopotential number by the normal gravity value computed on the
 JG0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0114.degrees latitude (g = 980.6199 gals.).
 JG0114
 JG0114.The modeled gravity was interpolated from observed gravity values.
 JG0114
 JG0114;                    North         East    Units  Estimated Accuracy
 JG0114;SPC KS S     -   587,020.      408,230.      MT  (+/- 180 meters Scaled)
 JG0114
 JG0114                          SUPERSEDED SURVEY CONTROL
 JG0114
 JG0114  NGVD 29 (??/??/92)  536.134  (m)         1758.97   (f) ADJ UNCH    2 0
 JG0114
 JG0114.Superseded values are not recommended for survey control.
 JG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0114.See file dsdata.txt to determine how the superseded data were derived.
 JG0114
 JG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH519450(NAD 83)
 JG0114_MARKER: DB = BENCH MARK DISK
 JG0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0114_STAMPING: G 30 1934
 JG0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0114+STABILITY: SURFACE MOTION
 JG0114
 JG0114  HISTORY     - Date     Condition        Report By
 JG0114  HISTORY     - 1934     MONUMENTED       CGS
 JG0114
 JG0114                          STATION DESCRIPTION
 JG0114
 JG0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0114'3 MI W FROM CHASE.
 JG0114'3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0114'FROM CHASE, RICE COUNTY, AT MILEAGE 89.05, 31 FEET EAST OF THE
 JG0114'CENTER OF A ROAD CROSSING, 44 FEET NORTH OF THE CENTERLINE OF
 JG0114'THE TRACK, AND 6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 JG0114'STANDARD DISK, STAMPED G 30 1934 AND SET IN THE TOP OF A
 JG0114'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0067 ***********************************************************************
 KH0067  DESIGNATION -  G 300
 KH0067  PID         -  KH0067
 KH0067  STATE/COUNTY-  KS/TREGO
 KH0067  USGS QUAD   -  COLLYER (1979)
 KH0067
 KH0067                         *CURRENT SURVEY CONTROL
 KH0067  ___________________________________________________________________
 KH0067* NAD 83(1986)-  39 01 49.     (N)    100 04 26.     (W)     SCALED    
 KH0067* NAVD 88     -       778.338  (meters)    2553.60   (feet)  ADJUSTED  
 KH0067  ___________________________________________________________________
 KH0067  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 KH0067  DYNAMIC HT  -         777.743 (meters)    2551.65  (feet)  COMP
 KH0067  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 KH0067
 KH0067  VERT ORDER  -  FIRST     CLASS II
 KH0067
 KH0067.The horizontal coordinates were scaled from a topographic map and have
 KH0067.an estimated accuracy of +/- 6 seconds.
 KH0067
 KH0067.The orthometric height was determined by differential leveling
 KH0067.and adjusted by the National Geodetic Survey in June 1991..
 KH0067.WARNING-Repeat measurements at this control monument indicate possible
 KH0067.vertical movement.
 KH0067
 KH0067.The geoid height was determined by GEOID03.
 KH0067
 KH0067.The dynamic height is computed by dividing the NAVD 88
 KH0067.geopotential number by the normal gravity value computed on the
 KH0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0067.degrees latitude (g = 980.6199 gals.).
 KH0067
 KH0067.The modeled gravity was interpolated from observed gravity values.
 KH0067
 KH0067;                    North         East    Units  Estimated Accuracy
 KH0067;SPC KS N     -    79,420.      220,450.      MT  (+/- 180 meters Scaled)
 KH0067
 KH0067                          SUPERSEDED SURVEY CONTROL
 KH0067
 KH0067  NGVD 29 (02/14/92)  778.027  (m)         2552.58   (f) ADJUSTED    1 2
 KH0067
 KH0067.Superseded values are not recommended for survey control.
 KH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0067.See file dsdata.txt to determine how the superseded data were derived.
 KH0067
 KH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ070206(NAD 83)
 KH0067_MARKER: DB = BENCH MARK DISK
 KH0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0067_SP_SET: CONCRETE POST
 KH0067_STAMPING: G 300 1952
 KH0067_MARK LOGO: CGS   
 KH0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0067+STABILITY: SURFACE MOTION
 KH0067
 KH0067  HISTORY     - Date     Condition        Report By
 KH0067  HISTORY     - 1952     MONUMENTED       CGS
 KH0067  HISTORY     - 1986     GOOD             NGS
 KH0067
 KH0067                          STATION DESCRIPTION
 KH0067
 KH0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0067'2.2 MI E FROM COLLYER.
 KH0067'2.25 MILES EAST ALONG U.S. HIGHWAY 40 FROM SAINT MICHAELS CHURCH
 KH0067'AT COLLYER, 38.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KH0067'34 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH,
 KH0067'25 FEET SOUTHEAST OF THE EAST END OF THE SOUTH HEADWALL OF A
 KH0067'CONCRETE CULVERT, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE
 KH0067'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 KH0067
 KH0067                          STATION RECOVERY (1986)
 KH0067
 KH0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0067'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE EXCEPT
 KH0067'A NEW WITNESS POST WAS ADDED.
 KH0067'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0128 ***********************************************************************
 KH0128  DESIGNATION -  G 301
 KH0128  PID         -  KH0128
 KH0128  STATE/COUNTY-  KS/GOVE
 KH0128  USGS QUAD   -  GRAINFIELD (1979)
 KH0128
 KH0128                         *CURRENT SURVEY CONTROL
 KH0128  ___________________________________________________________________
 KH0128* NAD 83(1986)-  39 06 56.     (N)    100 29 52.     (W)     SCALED    
 KH0128* NAVD 88     -       859.723  (meters)    2820.61   (feet)  ADJUSTED  
 KH0128  ___________________________________________________________________
 KH0128  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 KH0128  DYNAMIC HT  -         859.051 (meters)    2818.40  (feet)  COMP
 KH0128  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 KH0128
 KH0128  VERT ORDER  -  FIRST     CLASS II
 KH0128
 KH0128.The horizontal coordinates were scaled from a topographic map and have
 KH0128.an estimated accuracy of +/- 6 seconds.
 KH0128
 KH0128.The orthometric height was determined by differential leveling
 KH0128.and adjusted by the National Geodetic Survey in June 1991..
 KH0128.WARNING-Repeat measurements at this control monument indicate possible
 KH0128.vertical movement.
 KH0128
 KH0128.The geoid height was determined by GEOID03.
 KH0128
 KH0128.The dynamic height is computed by dividing the NAVD 88
 KH0128.geopotential number by the normal gravity value computed on the
 KH0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0128.degrees latitude (g = 980.6199 gals.).
 KH0128
 KH0128.The modeled gravity was interpolated from observed gravity values.
 KH0128
 KH0128;                    North         East    Units  Estimated Accuracy
 KH0128;SPC KS N     -    89,810.      184,020.      MT  (+/- 180 meters Scaled)
 KH0128
 KH0128                          SUPERSEDED SURVEY CONTROL
 KH0128
 KH0128  NGVD 29 (02/14/92)  859.392  (m)         2819.52   (f) ADJUSTED    1 2
 KH0128
 KH0128.Superseded values are not recommended for survey control.
 KH0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0128.See file dsdata.txt to determine how the superseded data were derived.
 KH0128
 KH0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ705306(NAD 83)
 KH0128_MARKER: DB = BENCH MARK DISK
 KH0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0128_SP_SET: CONCRETE POST
 KH0128_STAMPING: G 301 1952
 KH0128_MARK LOGO: CGS   
 KH0128_PROJECTION: FLUSH
 KH0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0128+STABILITY: SURFACE MOTION
 KH0128
 KH0128  HISTORY     - Date     Condition        Report By
 KH0128  HISTORY     - 1952     MONUMENTED       CGS
 KH0128  HISTORY     - 1986     GOOD             NGS
 KH0128  HISTORY     - 20010522 GOOD             INDIV
 KH0128
 KH0128                          STATION DESCRIPTION
 KH0128
 KH0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0128'1.8 MI W FROM GRAINFIELD.
 KH0128'1.75 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0128'RAILROAD STATION AT GRAINFIELD, 118 FEET NORTH OF THE CENTER
 KH0128'LINE OF THE HIGHWAY, 44.3 FEET SOUTH OF THE SOUTH RAIL OF THE
 KH0128'UNION PACIFIC RAILROAD, 33 FEET EAST OF THE EXTENDED CENTER
 KH0128'LINE OF A DIRT ROAD LEADING SOUTH, 5.9 FEET NORTHWEST OF A FENCE
 KH0128'CORNER, 3.3 FEET NORTH OF A FENCE, 2.6 FEET EAST OF A WITNESS
 KH0128'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 KH0128'ABOVE THE GROUND.
 KH0128
 KH0128                          STATION RECOVERY (1986)
 KH0128
 KH0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0128'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.86 KM (1.78
 KH0128'MI) WEST ALONG OLD US HIGHWAY 40 FROM THE T JUNCTION OF MAIN STREET AT
 KH0128'GRAINFIELD, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A TRACK ROAD,
 KH0128'35.9 METERS (118 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.5 METERS
 KH0128'(44.5 FT) SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 4.8
 KH0128'METERS (16 FT) WEST OF THE CENTER OF THE ROAD, 1.8 METERS (6 FT)
 KH0128'NORTHWEST OF A FENCE CORNER AND 1.0 METER (3.5 FT) NORTH OF A FENCE.
 KH0128'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 KH0128'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KH0128
 KH0128                          STATION RECOVERY (2001)
 KH0128
 KH0128'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KDP)
 KH0128'DESCRIPTION IS ADEQUATE EXCEPT THAT MARKER IS NOW APPROX. 0.1 M BELOW
 KH0128'SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0595 ***********************************************************************
 JG0595  DESIGNATION -  G 302
 JG0595  PID         -  JG0595
 JG0595  STATE/COUNTY-  KS/TREGO
 JG0595  USGS QUAD   -  TREGO CENTER (1960)
 JG0595
 JG0595                         *CURRENT SURVEY CONTROL
 JG0595  ___________________________________________________________________
 JG0595* NAD 83(1986)-  38 54 48.     (N)    099 53 28.     (W)     SCALED    
 JG0595* NAVD 88     -       737.423  (meters)    2419.36   (feet)  ADJUSTED  
 JG0595  ___________________________________________________________________
 JG0595  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 JG0595  DYNAMIC HT  -         736.856 (meters)    2417.50  (feet)  COMP
 JG0595  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 JG0595
 JG0595  VERT ORDER  -  FIRST     CLASS II
 JG0595
 JG0595.The horizontal coordinates were scaled from a topographic map and have
 JG0595.an estimated accuracy of +/- 6 seconds.
 JG0595
 JG0595.The orthometric height was determined by differential leveling
 JG0595.and adjusted by the National Geodetic Survey in June 1991..
 JG0595
 JG0595.The geoid height was determined by GEOID03.
 JG0595
 JG0595.The dynamic height is computed by dividing the NAVD 88
 JG0595.geopotential number by the normal gravity value computed on the
 JG0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0595.degrees latitude (g = 980.6199 gals.).
 JG0595
 JG0595.The modeled gravity was interpolated from observed gravity values.
 JG0595
 JG0595;                    North         East    Units  Estimated Accuracy
 JG0595;SPC KS N     -    66,100.      236,000.      MT  (+/- 180 meters Scaled)
 JG0595
 JG0595                          SUPERSEDED SURVEY CONTROL
 JG0595
 JG0595  NGVD 29 (??/??/92)  737.120  (m)         2418.37   (f) ADJ UNCH    1 2
 JG0595
 JG0595.Superseded values are not recommended for survey control.
 JG0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0595.See file dsdata.txt to determine how the superseded data were derived.
 JG0595
 JG0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ227075(NAD 83)
 JG0595_MARKER: DB = BENCH MARK DISK
 JG0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0595_SP_SET: CULVERT
 JG0595_STAMPING: G 302 1953
 JG0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0595
 JG0595  HISTORY     - Date     Condition        Report By
 JG0595  HISTORY     - 1953     MONUMENTED       CGS
 JG0595
 JG0595                          STATION DESCRIPTION
 JG0595
 JG0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0595'7.4 MI S FROM WAKEENEY.
 JG0595'7.45 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0595'U.S. HIGHWAY 40 AT WAKEENEY, 18 FEET WEST OF THE CENTER LINE
 JG0595'OF THE HIGHWAY, 84 FEET SOUTH OF THE CENTER LINE OF AN EAST
 JG0595'AND WEST ROAD, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL
 JG0595'OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0606 ***********************************************************************
 JG0606  DESIGNATION -  G 303
 JG0606  PID         -  JG0606
 JG0606  STATE/COUNTY-  KS/TREGO
 JG0606  USGS QUAD   -  FORT DOWNER (1974)
 JG0606
 JG0606                         *CURRENT SURVEY CONTROL
 JG0606  ___________________________________________________________________
 JG0606* NAD 83(1986)-  38 49 26.     (N)    099 53 32.     (W)     SCALED    
 JG0606* NAVD 88     -       693.868  (meters)    2276.47   (feet)  ADJUSTED  
 JG0606  ___________________________________________________________________
 JG0606  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 JG0606  DYNAMIC HT  -         693.335 (meters)    2274.72  (feet)  COMP
 JG0606  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 JG0606
 JG0606  VERT ORDER  -  FIRST     CLASS II
 JG0606
 JG0606.The horizontal coordinates were scaled from a topographic map and have
 JG0606.an estimated accuracy of +/- 6 seconds.
 JG0606
 JG0606.The orthometric height was determined by differential leveling
 JG0606.and adjusted by the National Geodetic Survey in June 1991..
 JG0606
 JG0606.The geoid height was determined by GEOID03.
 JG0606
 JG0606.The dynamic height is computed by dividing the NAVD 88
 JG0606.geopotential number by the normal gravity value computed on the
 JG0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0606.degrees latitude (g = 980.6199 gals.).
 JG0606
 JG0606.The modeled gravity was interpolated from observed gravity values.
 JG0606
 JG0606;                    North         East    Units  Estimated Accuracy
 JG0606;SPC KS N     -    56,170.      235,690.      MT  (+/- 180 meters Scaled)
 JG0606
 JG0606                          SUPERSEDED SURVEY CONTROL
 JG0606
 JG0606  NGVD 29 (??/??/92)  693.579  (m)         2275.52   (f) ADJ UNCH    1 2
 JG0606
 JG0606.Superseded values are not recommended for survey control.
 JG0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0606.See file dsdata.txt to determine how the superseded data were derived.
 JG0606
 JG0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH225976(NAD 83)
 JG0606_MARKER: DB = BENCH MARK DISK
 JG0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0606_SP_SET: CULVERT
 JG0606_STAMPING: G 303 1953
 JG0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0606
 JG0606  HISTORY     - Date     Condition        Report By
 JG0606  HISTORY     - 1953     MONUMENTED       CGS
 JG0606
 JG0606                          STATION DESCRIPTION
 JG0606
 JG0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0606'13.6 MI S FROM WAKEENEY.
 JG0606'13.6 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0606'U.S. HIGHWAY 40 AT WAKEENEY, 0.2 MILE SOUTH OF AN INTERSECTION
 JG0606'WITH AN EAST AND WEST DIRT ROAD, 17.2 FEET WEST OF THE CENTER
 JG0606'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 JG0606'WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0222 ***********************************************************************
 JG0222  DESIGNATION -  G 305
 JG0222  PID         -  JG0222
 JG0222  STATE/COUNTY-  KS/RUSSELL
 JG0222  USGS QUAD   -  DORRANCE SW (1979)
 JG0222
 JG0222                         *CURRENT SURVEY CONTROL
 JG0222  ___________________________________________________________________
 JG0222* NAD 83(1986)-  38 52 15.     (N)    098 38 01.     (W)     SCALED    
 JG0222* NAVD 88     -       557.228  (meters)    1828.17   (feet)  ADJUSTED  
 JG0222  ___________________________________________________________________
 JG0222  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 JG0222  DYNAMIC HT  -         556.840 (meters)    1826.90  (feet)  COMP
 JG0222  MODELED GRAV-     979,913.1   (mgal)                       NAVD 88
 JG0222
 JG0222  VERT ORDER  -  FIRST     CLASS II
 JG0222
 JG0222.The horizontal coordinates were scaled from a topographic map and have
 JG0222.an estimated accuracy of +/- 6 seconds.
 JG0222
 JG0222.The orthometric height was determined by differential leveling
 JG0222.and adjusted by the National Geodetic Survey in June 1991..
 JG0222
 JG0222.The geoid height was determined by GEOID03.
 JG0222
 JG0222.The dynamic height is computed by dividing the NAVD 88
 JG0222.geopotential number by the normal gravity value computed on the
 JG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0222.degrees latitude (g = 980.6199 gals.).
 JG0222
 JG0222.The modeled gravity was interpolated from observed gravity values.
 JG0222
 JG0222;                    North         East    Units  Estimated Accuracy
 JG0222;SPC KS N     -    59,860.      345,020.      MT  (+/- 180 meters Scaled)
 JG0222
 JG0222                          SUPERSEDED SURVEY CONTROL
 JG0222
 JG0222  NGVD 29 (??/??/92)  557.035  (m)         1827.54   (f) ADJ UNCH    1 2
 JG0222
 JG0222.Superseded values are not recommended for survey control.
 JG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0222.See file dsdata.txt to determine how the superseded data were derived.
 JG0222
 JG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ317025(NAD 83)
 JG0222_MARKER: DB = BENCH MARK DISK
 JG0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0222_STAMPING: G 305 1953
 JG0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0222+STABILITY: SURFACE MOTION
 JG0222
 JG0222  HISTORY     - Date     Condition        Report By
 JG0222  HISTORY     - 1953     MONUMENTED       CGS
 JG0222
 JG0222                          STATION DESCRIPTION
 JG0222
 JG0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0222'3.8 MI E FROM BUNKER HILL.
 JG0222'3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0222'AT BUNKER HILL, AT A ROAD CROSSING, 52.5 FEET SOUTHWEST OF THE
 JG0222'SOUTHWEST RAIL, 80 FEET SOUTHEAST OF A POWER POLE, 43 FEET SOUTH
 JG0222'OF THE CENTER LINE OF A DIRT ROAD LEADING EAST, 30 FEET NORTHEAST
 JG0222'OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTHEAST, 8 FEET
 JG0222'SOUTH OF A FENCE CORNER, 2.2 FEET SOUTHWEST OF A FENCE, 1.6 FEET
 JG0222'EAST OF A WITNESS POST, 1.15 MILES NORTHWEST OF BENCH MARK J
 JG0222'305, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 JG0222'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0036 ***********************************************************************
 HG0036  DESIGNATION -  G 307
 HG0036  PID         -  HG0036
 HG0036  STATE/COUNTY-  KS/KINGMAN
 HG0036  USGS QUAD   -  KINGMAN (1983)
 HG0036
 HG0036                         *CURRENT SURVEY CONTROL
 HG0036  ___________________________________________________________________
 HG0036* NAD 83(1986)-  37 38 51.     (N)    098 06 16.     (W)     SCALED    
 HG0036* NAVD 88     -       463.513  (meters)    1520.71   (feet)  ADJUSTED  
 HG0036  ___________________________________________________________________
 HG0036  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0036  DYNAMIC HT  -         463.132 (meters)    1519.46  (feet)  COMP
 HG0036  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 HG0036
 HG0036  VERT ORDER  -  FIRST     CLASS II
 HG0036
 HG0036.The horizontal coordinates were scaled from a topographic map and have
 HG0036.an estimated accuracy of +/- 6 seconds.
 HG0036
 HG0036.The orthometric height was determined by differential leveling
 HG0036.and adjusted by the National Geodetic Survey in June 1991..
 HG0036
 HG0036.The geoid height was determined by GEOID03.
 HG0036
 HG0036.The dynamic height is computed by dividing the NAVD 88
 HG0036.geopotential number by the normal gravity value computed on the
 HG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0036.degrees latitude (g = 980.6199 gals.).
 HG0036
 HG0036.The modeled gravity was interpolated from observed gravity values.
 HG0036
 HG0036;                    North         East    Units  Estimated Accuracy
 HG0036;SPC KS S     -   508,930.      434,910.      MT  (+/- 180 meters Scaled)
 HG0036
 HG0036                          SUPERSEDED SURVEY CONTROL
 HG0036
 HG0036  NGVD 29 (??/??/92)  463.338  (m)         1520.13   (f) ADJ UNCH    1 2
 HG0036
 HG0036.Superseded values are not recommended for survey control.
 HG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0036.See file dsdata.txt to determine how the superseded data were derived.
 HG0036
 HG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG790670(NAD 83)
 HG0036_MARKER: DB = BENCH MARK DISK
 HG0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0036_SP_SET: CONCRETE POST
 HG0036_STAMPING: G 307 1953
 HG0036_MARK LOGO: CGS   
 HG0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0036+STABILITY: SURFACE MOTION
 HG0036
 HG0036  HISTORY     - Date     Condition        Report By
 HG0036  HISTORY     - 1953     MONUMENTED       CGS
 HG0036  HISTORY     - 1977     GOOD             LOCENG
 HG0036  HISTORY     - 1977     GOOD             LOCENG
 HG0036  HISTORY     - 1986     GOOD             NGS
 HG0036
 HG0036                          STATION DESCRIPTION
 HG0036
 HG0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0036'0.8 MI NE FROM KINGMAN.
 HG0036'0.8 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0036'RAILROAD FROM THE STATION AT KINGMAN, 2 1/2 POLES NORTH OF THE
 HG0036'CROSSING OF U.S. HIGHWAY 54, 1/2 POLE SOUTH OF MILEPOST 31,
 HG0036'51 FEET WEST OF THE WEST RAIL, 2 FEET EAST OF A VERTICAL SECTION
 HG0036'OF RAIL WHICH PROJECTS 2 FEET ABOVE THE GROUND, 3 FEET SOUTH
 HG0036'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HG0036'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0036
 HG0036                          STATION RECOVERY (1977)
 HG0036
 HG0036'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HG0036'RECOVERED IN GOOD CONDITION.
 HG0036
 HG0036                          STATION RECOVERY (1977)
 HG0036
 HG0036'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HG0036'RECOVERED IN GOOD CONDITION.
 HG0036
 HG0036                          STATION RECOVERY (1986)
 HG0036
 HG0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0036'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.2 KM (0.1 MI)
 HG0036'NORTH ALONG THE SANTA FE RAILROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 HG0036'54 IN KINGMAN.  ADD 20.7 METERS (68 FT) SOUTHWEST OF MILEPOST 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0944 ***********************************************************************
 HF0944  DESIGNATION -  G 308
 HF0944  PID         -  HF0944
 HF0944  STATE/COUNTY-  KS/RENO
 HF0944  USGS QUAD   -  ELMER (1961)
 HF0944
 HF0944                         *CURRENT SURVEY CONTROL
 HF0944  ___________________________________________________________________
 HF0944* NAD 83(1986)-  37 56 51.     (N)    097 53 09.     (W)     SCALED    
 HF0944* NAVD 88     -       475.251  (meters)    1559.22   (feet)  ADJUSTED  
 HF0944  ___________________________________________________________________
 HF0944  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 HF0944  DYNAMIC HT  -         474.887 (meters)    1558.03  (feet)  COMP
 HF0944  MODELED GRAV-     979,848.7   (mgal)                       NAVD 88
 HF0944
 HF0944  VERT ORDER  -  SECOND    CLASS 0
 HF0944
 HF0944.The horizontal coordinates were scaled from a topographic map and have
 HF0944.an estimated accuracy of +/- 6 seconds.
 HF0944
 HF0944.The orthometric height was determined by differential leveling
 HF0944.and adjusted by the National Geodetic Survey in June 1991..
 HF0944
 HF0944.The geoid height was determined by GEOID03.
 HF0944
 HF0944.The dynamic height is computed by dividing the NAVD 88
 HF0944.geopotential number by the normal gravity value computed on the
 HF0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0944.degrees latitude (g = 980.6199 gals.).
 HF0944
 HF0944.The modeled gravity was interpolated from observed gravity values.
 HF0944
 HF0944;                    North         East    Units  Estimated Accuracy
 HF0944;SPC KS S     -   542,330.      453,980.      MT  (+/- 180 meters Scaled)
 HF0944
 HF0944                          SUPERSEDED SURVEY CONTROL
 HF0944
 HF0944  NGVD 29 (??/??/92)  475.102  (m)         1558.73   (f) ADJ UNCH    2 0
 HF0944
 HF0944.Superseded values are not recommended for survey control.
 HF0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0944.See file dsdata.txt to determine how the superseded data were derived.
 HF0944
 HF0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH978005(NAD 83)
 HF0944_MARKER: DB = BENCH MARK DISK
 HF0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0944_STAMPING: G 308 1953
 HF0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0944+STABILITY: SURFACE MOTION
 HF0944
 HF0944  HISTORY     - Date     Condition        Report By
 HF0944  HISTORY     - 1953     MONUMENTED       CGS
 HF0944
 HF0944                          STATION DESCRIPTION
 HF0944
 HF0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0944'1.2 MI NW FROM YODER.
 HF0944'1.2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0944'THE STATION AT YODER, 3 POLES SOUTHEAST OF MILEPOST 523-20,
 HF0944'2 POLES NORTHWEST OF A ROAD CROSSING, 45 FEET SOUTHWEST OF
 HF0944'THE SOUTHWEST RAIL, 12 FEET SOUTHWEST OF A TELEPHONE POLE,
 HF0944'2 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS
 HF0944'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 HF0944'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0168 ***********************************************************************
 HG0168  DESIGNATION -  G 309
 HG0168  PID         -  HG0168
 HG0168  STATE/COUNTY-  KS/HARPER
 HG0168  USGS QUAD   -  HARPER (1973)
 HG0168
 HG0168                         *CURRENT SURVEY CONTROL
 HG0168  ___________________________________________________________________
 HG0168* NAD 83(1986)-  37 20 19.     (N)    098 03 59.     (W)     SCALED    
 HG0168* NAVD 88     -       472.465  (meters)    1550.08   (feet)  ADJUSTED  
 HG0168  ___________________________________________________________________
 HG0168  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HG0168  DYNAMIC HT  -         472.069 (meters)    1548.78  (feet)  COMP
 HG0168  MODELED GRAV-     979,778.0   (mgal)                       NAVD 88
 HG0168
 HG0168  VERT ORDER  -  FIRST     CLASS II
 HG0168
 HG0168.The horizontal coordinates were scaled from a topographic map and have
 HG0168.an estimated accuracy of +/- 6 seconds.
 HG0168
 HG0168.The orthometric height was determined by differential leveling
 HG0168.and adjusted by the National Geodetic Survey in June 1991..
 HG0168
 HG0168.The geoid height was determined by GEOID03.
 HG0168
 HG0168.The dynamic height is computed by dividing the NAVD 88
 HG0168.geopotential number by the normal gravity value computed on the
 HG0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0168.degrees latitude (g = 980.6199 gals.).
 HG0168
 HG0168.The modeled gravity was interpolated from observed gravity values.
 HG0168
 HG0168;                    North         East    Units  Estimated Accuracy
 HG0168;SPC KS S     -   474,670.      438,420.      MT  (+/- 180 meters Scaled)
 HG0168
 HG0168                          SUPERSEDED SURVEY CONTROL
 HG0168
 HG0168  NGVD 29 (??/??/92)  472.322  (m)         1549.61   (f) ADJ UNCH    1 2
 HG0168
 HG0168.Superseded values are not recommended for survey control.
 HG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0168.See file dsdata.txt to determine how the superseded data were derived.
 HG0168
 HG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG827328(NAD 83)
 HG0168_MARKER: DB = BENCH MARK DISK
 HG0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0168_SP_SET: CONCRETE POST
 HG0168_STAMPING: G 309 1953
 HG0168_MARK LOGO: CGS   
 HG0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0168+STABILITY: SURFACE MOTION
 HG0168
 HG0168  HISTORY     - Date     Condition        Report By
 HG0168  HISTORY     - 1953     MONUMENTED       CGS
 HG0168  HISTORY     - 1985     GOOD             NGS
 HG0168
 HG0168                          STATION DESCRIPTION
 HG0168
 HG0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0168'4 MI NW FROM HARPER.
 HG0168'4.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0168'RAILROAD FROM THE STATION AT HARPER, 29 FEET NORTHWEST OF THE
 HG0168'NORTHWEST RAIL, 15 FEET SOUTHEAST OF A FENCE, 6 FEET SOUTH
 HG0168'OF MILEPOST 56, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 HG0168'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 HG0168
 HG0168                          STATION RECOVERY (1985)
 HG0168
 HG0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0859 ***********************************************************************
 JF0859  DESIGNATION -  G 31
 JF0859  PID         -  JF0859
 JF0859  STATE/COUNTY-  KS/MCPHERSON
 JF0859  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0859
 JF0859                         *CURRENT SURVEY CONTROL
 JF0859  ___________________________________________________________________
 JF0859* NAD 83(1986)-  38 22 45.     (N)    097 37 53.     (W)     SCALED    
 JF0859* NAVD 88     -       455.828  (meters)    1495.50   (feet)  ADJUSTED  
 JF0859  ___________________________________________________________________
 JF0859  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF0859  DYNAMIC HT  -         455.498 (meters)    1494.41  (feet)  COMP
 JF0859  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 JF0859
 JF0859  VERT ORDER  -  SECOND    CLASS 0
 JF0859
 JF0859.The horizontal coordinates were scaled from a topographic map and have
 JF0859.an estimated accuracy of +/- 6 seconds.
 JF0859
 JF0859.The orthometric height was determined by differential leveling
 JF0859.and adjusted by the National Geodetic Survey in June 1991..
 JF0859
 JF0859.The geoid height was determined by GEOID03.
 JF0859
 JF0859.The dynamic height is computed by dividing the NAVD 88
 JF0859.geopotential number by the normal gravity value computed on the
 JF0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0859.degrees latitude (g = 980.6199 gals.).
 JF0859
 JF0859.The modeled gravity was interpolated from observed gravity values.
 JF0859
 JF0859;                    North         East    Units  Estimated Accuracy
 JF0859;SPC KS S     -   590,420.      475,890.      MT  (+/- 180 meters Scaled)
 JF0859
 JF0859                          SUPERSEDED SURVEY CONTROL
 JF0859
 JF0859  NGVD 29 (??/??/92)  455.666  (m)         1494.96   (f) ADJ UNCH    2 0
 JF0859
 JF0859.Superseded values are not recommended for survey control.
 JF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0859.See file dsdata.txt to determine how the superseded data were derived.
 JF0859
 JF0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH195487(NAD 83)
 JF0859_MARKER: DB = BENCH MARK DISK
 JF0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0859+STABILITY: SURFACE MOTION
 JF0859
 JF0859  HISTORY     - Date     Condition        Report By
 JF0859  HISTORY     - UNK      MONUMENTED       CGS
 JF0859  HISTORY     - 1934     GOOD             NGS
 JF0859  HISTORY     - 1970     MARK NOT FOUND   NGS
 JF0859
 JF0859                          STATION DESCRIPTION
 JF0859
 JF0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0859'2.8 MI E FROM MC PHERSON.
 JF0859'LOCATED ALONG TH R. OF W. OF THE SANTA FE R.R. CO.  IN THE
 JF0859'S.E. 1/4 SECTION 22, R. 3 W. T 19 S.  88.5 FT. S.W. OF MILE
 JF0859'POST 45, 37.5 FT. SOUTH OF THE CENTER LINE OF THE TRACK.
 JF0859'16 FT. EAST OF CENTER OF PRIVATE ROAD CROSSING.  APPROX., 150
 JF0859'YDS. WEST OF SECTION LINE ROAD.
 JF0859
 JF0859                          STATION RECOVERY (1970)
 JF0859
 JF0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0203 ***********************************************************************
 HG0203  DESIGNATION -  G 310
 HG0203  PID         -  HG0203
 HG0203  STATE/COUNTY-  KS/HARPER
 HG0203  USGS QUAD   -  SPRING (1972)
 HG0203
 HG0203                         *CURRENT SURVEY CONTROL
 HG0203  ___________________________________________________________________
 HG0203* NAD 83(1986)-  37 06 31.     (N)    098 02 46.     (W)     SCALED    
 HG0203* NAVD 88     -       392.214  (meters)    1286.79   (feet)  ADJUSTED  
 HG0203  ___________________________________________________________________
 HG0203  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 HG0203  DYNAMIC HT  -         391.885 (meters)    1285.71  (feet)  COMP
 HG0203  MODELED GRAV-     979,779.5   (mgal)                       NAVD 88
 HG0203
 HG0203  VERT ORDER  -  FIRST     CLASS II
 HG0203
 HG0203.The horizontal coordinates were scaled from a topographic map and have
 HG0203.an estimated accuracy of +/- 6 seconds.
 HG0203
 HG0203.The orthometric height was determined by differential leveling
 HG0203.and adjusted by the National Geodetic Survey in June 1991..
 HG0203
 HG0203.The geoid height was determined by GEOID03.
 HG0203
 HG0203.The dynamic height is computed by dividing the NAVD 88
 HG0203.geopotential number by the normal gravity value computed on the
 HG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0203.degrees latitude (g = 980.6199 gals.).
 HG0203
 HG0203.The modeled gravity was interpolated from observed gravity values.
 HG0203
 HG0203;                    North         East    Units  Estimated Accuracy
 HG0203;SPC KS S     -   449,150.      440,350.      MT  (+/- 180 meters Scaled)
 HG0203
 HG0203                          SUPERSEDED SURVEY CONTROL
 HG0203
 HG0203  NGVD 29 (??/??/92)  392.088  (m)         1286.38   (f) ADJ UNCH    1 2
 HG0203
 HG0203.Superseded values are not recommended for survey control.
 HG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0203.See file dsdata.txt to determine how the superseded data were derived.
 HG0203
 HG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG847073(NAD 83)
 HG0203_MARKER: DB = BENCH MARK DISK
 HG0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0203_STAMPING: G 310 1953
 HG0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0203+STABILITY: SURFACE MOTION
 HG0203
 HG0203  HISTORY     - Date     Condition        Report By
 HG0203  HISTORY     - 1953     MONUMENTED       CGS
 HG0203  HISTORY     - 1972     GOOD             KSHC
 HG0203  HISTORY     - 1985     MARK NOT FOUND   NGS
 HG0203
 HG0203                          STATION DESCRIPTION
 HG0203
 HG0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0203'3 MI S FROM ANTHONY.
 HG0203'3.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0203'FROM THE STATION AT ANTHONY, 5 POLES SOUTH OF BRIDGE 72 A, 45 FEET
 HG0203'WEST OF THE WEST RAIL, 39 FEET NORTHWEST OF A TELEPHONE POLE, 14
 HG0203'FEET SOUTH OF A FENCE LEADING WEST, 2.6 FEET EAST OF A FENCE,
 HG0203'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HG0203'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0203
 HG0203                          STATION RECOVERY (1972)
 HG0203
 HG0203'RECOVERY NOTE BY KS HIGHWAY COMM 1972
 HG0203'RECOVERED IN GOOD CONDITION.
 HG0203
 HG0203                          STATION RECOVERY (1985)
 HG0203
 HG0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0203'NOT RECOVERED.  INACCESSABLE BY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0105 ***********************************************************************
 HG0105  DESIGNATION -  G 311
 HG0105  PID         -  HG0105
 HG0105  STATE/COUNTY-  KS/KINGMAN
 HG0105  USGS QUAD   -  KINGMAN (1983)
 HG0105
 HG0105                         *CURRENT SURVEY CONTROL
 HG0105  ___________________________________________________________________
 HG0105* NAD 83(1986)-  37 37 40.     (N)    098 00 32.     (W)     SCALED    
 HG0105* NAVD 88     -       446.964  (meters)    1466.41   (feet)  ADJUSTED  
 HG0105  ___________________________________________________________________
 HG0105  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HG0105  DYNAMIC HT  -         446.600 (meters)    1465.22  (feet)  COMP
 HG0105  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 HG0105
 HG0105  VERT ORDER  -  SECOND    CLASS 0
 HG0105
 HG0105.The horizontal coordinates were scaled from a topographic map and have
 HG0105.an estimated accuracy of +/- 6 seconds.
 HG0105
 HG0105.The orthometric height was determined by differential leveling
 HG0105.and adjusted by the National Geodetic Survey in June 1991..
 HG0105
 HG0105.The geoid height was determined by GEOID03.
 HG0105
 HG0105.The dynamic height is computed by dividing the NAVD 88
 HG0105.geopotential number by the normal gravity value computed on the
 HG0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0105.degrees latitude (g = 980.6199 gals.).
 HG0105
 HG0105.The modeled gravity was interpolated from observed gravity values.
 HG0105
 HG0105;                    North         East    Units  Estimated Accuracy
 HG0105;SPC KS S     -   506,780.      443,350.      MT  (+/- 180 meters Scaled)
 HG0105
 HG0105                          SUPERSEDED SURVEY CONTROL
 HG0105
 HG0105  NGVD 29 (??/??/92)  446.811  (m)         1465.91   (f) ADJ UNCH    2 0
 HG0105
 HG0105.Superseded values are not recommended for survey control.
 HG0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0105.See file dsdata.txt to determine how the superseded data were derived.
 HG0105
 HG0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG874649(NAD 83)
 HG0105_MARKER: DB = BENCH MARK DISK
 HG0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0105_SP_SET: CONCRETE POST
 HG0105_STAMPING: G 311 1956
 HG0105_MARK LOGO: CGS   
 HG0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0105+STABILITY: SURFACE MOTION
 HG0105
 HG0105  HISTORY     - Date     Condition        Report By
 HG0105  HISTORY     - 1956     MONUMENTED       CGS
 HG0105  HISTORY     - 1963     GOOD             USGS
 HG0105  HISTORY     - 1986     GOOD             NGS
 HG0105
 HG0105                          STATION DESCRIPTION
 HG0105
 HG0105'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HG0105'0.6 MI S FROM KINGMAN.
 HG0105'KINGMAN, KINGMAN COUNTY, 1.3 MI. S. AND 5.8 MI. E. OF, T. 28 S.,
 HG0105'R. 6 W., 0.3 MI. S. OF COR. SECS 5, 6, 7 AND 8, 65 FT. N. AND
 HG0105'105 FT. E. OF CENTERLINE R-5 RD.  AT RR. X-ING, 36 FT. N. OF
 HG0105'CENTERLINE TRAIL LEADING E., 3 FT. S. OF A FENCE, IN THE TOP
 HG0105'OF A CONC. POST PROJECTING 3 IN, A STANDARD USC AND GS TABLET,
 HG0105'STAMPED G 311 1956.
 HG0105
 HG0105                          STATION RECOVERY (1986)
 HG0105
 HG0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0954 ***********************************************************************
 HF0954  DESIGNATION -  G 312
 HF0954  PID         -  HF0954
 HF0954  STATE/COUNTY-  KS/SEDGWICK
 HF0954  USGS QUAD   -  LAKE AFTON (1980)
 HF0954
 HF0954                         *CURRENT SURVEY CONTROL
 HF0954  ___________________________________________________________________
 HF0954* NAD 83(1986)-  37 32 48.     (N)    097 41 54.     (W)     SCALED    
 HF0954* NAVD 88     -       399.844  (meters)    1311.82   (feet)  ADJUSTED  
 HF0954  ___________________________________________________________________
 HF0954  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HF0954  DYNAMIC HT  -         399.517 (meters)    1310.75  (feet)  COMP
 HF0954  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 HF0954
 HF0954  VERT ORDER  -  SECOND    CLASS 0
 HF0954
 HF0954.The horizontal coordinates were scaled from a topographic map and have
 HF0954.an estimated accuracy of +/- 6 seconds.
 HF0954
 HF0954.The orthometric height was determined by differential leveling
 HF0954.and adjusted by the National Geodetic Survey in June 1991..
 HF0954
 HF0954.The geoid height was determined by GEOID03.
 HF0954
 HF0954.The dynamic height is computed by dividing the NAVD 88
 HF0954.geopotential number by the normal gravity value computed on the
 HF0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0954.degrees latitude (g = 980.6199 gals.).
 HF0954
 HF0954.The modeled gravity was interpolated from observed gravity values.
 HF0954
 HF0954;                    North         East    Units  Estimated Accuracy
 HF0954;SPC KS S     -   497,970.      470,840.      MT  (+/- 180 meters Scaled)
 HF0954
 HF0954                          SUPERSEDED SURVEY CONTROL
 HF0954
 HF0954  NGVD 29 (??/??/92)  399.707  (m)         1311.37   (f) ADJ UNCH    2 0
 HF0954
 HF0954.Superseded values are not recommended for survey control.
 HF0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0954.See file dsdata.txt to determine how the superseded data were derived.
 HF0954
 HF0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG149563(NAD 83)
 HF0954_MARKER: DB = BENCH MARK DISK
 HF0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0954_STAMPING: G 312 1956
 HF0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0954+STABILITY: SURFACE MOTION
 HF0954
 HF0954  HISTORY     - Date     Condition        Report By
 HF0954  HISTORY     - 1956     MONUMENTED       CGS
 HF0954
 HF0954                          STATION DESCRIPTION
 HF0954
 HF0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0954'7.4 MI NW FROM VIOLA.
 HF0954'0.25 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0954'RAILROAD FROM THE STATION AT VIOLA, THENCE 3.15 MILES NORTH ALONG
 HF0954'AN OILED ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD,
 HF0954'THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, 49 FEET WEST OF
 HF0954'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 32 FEET SOUTH OF THE
 HF0954'CENTER LINE OF A ROAD LEADING WEST, 41.5 FEET NORTHWEST OF A
 HF0954'TELEPHONE POLE, 20 FEET WEST OF A FENCE CORNER, AT THE EAST
 HF0954'END OF A ROW OF HEDGE TREES, 1.3 FEET NORTH OF A FENCE, 2.2 FEET
 HF0954'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0954'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 HF0954'SECTION 12, TOWNSHIP 29 SOUTH, RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0999 ***********************************************************************
 HF0999  DESIGNATION -  G 313 RESET
 HF0999  PID         -  HF0999
 HF0999  STATE/COUNTY-  KS/SEDGWICK
 HF0999  USGS QUAD   -  CHENEY (1982)
 HF0999
 HF0999                         *CURRENT SURVEY CONTROL
 HF0999  ___________________________________________________________________
 HF0999* NAD 83(1986)-  37 43 10.     (N)    097 47 24.     (W)     SCALED    
 HF0999* NAVD 88     -       424.43   (meters)    1392.5    (feet)  RESET     
 HF0999  ___________________________________________________________________
 HF0999  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 HF0999
 HF0999  VERT ORDER  -  THIRD
 HF0999
 HF0999.The horizontal coordinates were scaled from a topographic map and have
 HF0999.an estimated accuracy of +/- 6 seconds.
 HF0999
 HF0999.The orthometric height was computed from unverified reset data.
 HF0999
 HF0999.The geoid height was determined by GEOID03.
 HF0999
 HF0999;                    North         East    Units  Estimated Accuracy
 HF0999;SPC KS S     -   517,080.      462,590.      MT  (+/- 180 meters Scaled)
 HF0999
 HF0999                          SUPERSEDED SURVEY CONTROL
 HF0999
 HF0999.No superseded survey control is available for this station.
 HF0999
 HF0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG066753(NAD 83)
 HF0999_MARKER: DB = BENCH MARK DISK
 HF0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0999_STAMPING: G 313 RESET 1967
 HF0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0999+STABILITY: SURFACE MOTION
 HF0999
 HF0999  HISTORY     - Date     Condition        Report By
 HF0999  HISTORY     - 1967     MONUMENTED       CGS
 HF0999
 HF0999                          STATION DESCRIPTION
 HF0999
 HF0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HF0999'7.8 MI N FROM CHENEY.
 HF0999'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0999'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A GRADED
 HF0999'DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54, THENCE 2.0
 HF0999'MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG A
 HF0999'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A SURFACED ROAD,
 HF0999'IN THE SOUTHWEST ANGLE OF A CROSSROAD, 140 FEET WEST OF THE CENTER
 HF0999'OF A SURFACED ROAD, 108 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 HF0999'ROAD (23RD STREET), 4 FEET EAST OF A POWERLINE POLE, 1.5 FEET
 HF0999'NORTH OF A METAL WITNESS POST, IN THE NORTHEAST QUARTER OF SECTION
 HF0999'7, T 27 S, R 4 W, AND SET IN THE TOP OF A ROUND CONCRETE POST
 HF0999'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0849 ***********************************************************************
 HF0849  DESIGNATION -  G 314
 HF0849  PID         -  HF0849
 HF0849  STATE/COUNTY-  KS/SUMNER
 HF0849  USGS QUAD   -  CALDWELL NW (1971)
 HF0849
 HF0849                         *CURRENT SURVEY CONTROL
 HF0849  ___________________________________________________________________
 HF0849* NAD 83(1986)-  37 11 02.     (N)    097 39 22.     (W)     SCALED    
 HF0849* NAVD 88     -       369.367  (meters)    1211.83   (feet)  ADJUSTED  
 HF0849  ___________________________________________________________________
 HF0849  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 HF0849  DYNAMIC HT  -         369.060 (meters)    1210.82  (feet)  COMP
 HF0849  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 HF0849
 HF0849  VERT ORDER  -  SECOND    CLASS 0
 HF0849
 HF0849.The horizontal coordinates were scaled from a topographic map and have
 HF0849.an estimated accuracy of +/- 6 seconds.
 HF0849
 HF0849.The orthometric height was determined by differential leveling
 HF0849.and adjusted by the National Geodetic Survey in June 1991..
 HF0849
 HF0849.The geoid height was determined by GEOID03.
 HF0849
 HF0849.The dynamic height is computed by dividing the NAVD 88
 HF0849.geopotential number by the normal gravity value computed on the
 HF0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0849.degrees latitude (g = 980.6199 gals.).
 HF0849
 HF0849.The modeled gravity was interpolated from observed gravity values.
 HF0849
 HF0849;                    North         East    Units  Estimated Accuracy
 HF0849;SPC KS S     -   457,740.      474,940.      MT  (+/- 180 meters Scaled)
 HF0849
 HF0849                          SUPERSEDED SURVEY CONTROL
 HF0849
 HF0849  NGVD 29 (??/??/92)  369.256  (m)         1211.47   (f) ADJ UNCH    2 0
 HF0849
 HF0849.Superseded values are not recommended for survey control.
 HF0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0849.See file dsdata.txt to determine how the superseded data were derived.
 HF0849
 HF0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG192161(NAD 83)
 HF0849_MARKER: DB = BENCH MARK DISK
 HF0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0849_STAMPING: G 314 1956
 HF0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0849+STABILITY: SURFACE MOTION
 HF0849
 HF0849  HISTORY     - Date     Condition        Report By
 HF0849  HISTORY     - 1956     MONUMENTED       CGS
 HF0849
 HF0849                          STATION DESCRIPTION
 HF0849
 HF0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0849'6 MI S FROM MILAN.
 HF0849'3.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 HF0849'MILAN, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 2.0
 HF0849'MILES SOUTH ALONG A GRADED DIRT ROAD, 22 FEET EAST OF THE CENTER
 HF0849'LINE OF A NORTH AND SOUTH ROAD, 27 FEET SOUTH OF THE CENTER LINE
 HF0849'OF AN EAST AND WEST ROAD, 3.5 FEET SOUTHWEST OF A FENCE CORNER,
 HF0849'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HF0849'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4
 HF0849'OF SECTION 16, TOWNSHIP 33 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1046 ***********************************************************************
 HF1046  DESIGNATION -  G 315
 HF1046  PID         -  HF1046
 HF1046  STATE/COUNTY-  KS/RENO
 HF1046  USGS QUAD   -  CASTLETON (1965)
 HF1046
 HF1046                         *CURRENT SURVEY CONTROL
 HF1046  ___________________________________________________________________
 HF1046* NAD 83(1986)-  37 47 31.     (N)    097 55 04.     (W)     SCALED    
 HF1046* NAVD 88     -       446.023  (meters)    1463.33   (feet)  ADJUSTED  
 HF1046  ___________________________________________________________________
 HF1046  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 HF1046  DYNAMIC HT  -         445.674 (meters)    1462.18  (feet)  COMP
 HF1046  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 HF1046
 HF1046  VERT ORDER  -  SECOND    CLASS 0
 HF1046
 HF1046.The horizontal coordinates were scaled from a topographic map and have
 HF1046.an estimated accuracy of +/- 6 seconds.
 HF1046
 HF1046.The orthometric height was determined by differential leveling
 HF1046.and adjusted by the National Geodetic Survey in June 1991..
 HF1046
 HF1046.The geoid height was determined by GEOID03.
 HF1046
 HF1046.The dynamic height is computed by dividing the NAVD 88
 HF1046.geopotential number by the normal gravity value computed on the
 HF1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1046.degrees latitude (g = 980.6199 gals.).
 HF1046
 HF1046.The modeled gravity was interpolated from observed gravity values.
 HF1046
 HF1046;                    North         East    Units  Estimated Accuracy
 HF1046;SPC KS S     -   525,050.      451,280.      MT  (+/- 180 meters Scaled)
 HF1046
 HF1046                          SUPERSEDED SURVEY CONTROL
 HF1046
 HF1046  NGVD 29 (??/??/92)  445.874  (m)         1462.84   (f) ADJ UNCH    2 0
 HF1046
 HF1046.Superseded values are not recommended for survey control.
 HF1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1046.See file dsdata.txt to determine how the superseded data were derived.
 HF1046
 HF1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG952832(NAD 83)
 HF1046_MARKER: DB = BENCH MARK DISK
 HF1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1046_STAMPING: G 315 1956
 HF1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1046+STABILITY: SURFACE MOTION
 HF1046
 HF1046  HISTORY     - Date     Condition        Report By
 HF1046  HISTORY     - 1956     MONUMENTED       CGS
 HF1046
 HF1046                          STATION DESCRIPTION
 HF1046
 HF1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1046'8.3 MI SE FROM CASTLETON.
 HF1046'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF1046'RAILROAD FROM THE STATION AT CASTLETON, THENCE 0.9 MILE EAST
 HF1046'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 HF1046'ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0
 HF1046'MILE SOUTH ALONG STATE HIGHWAY 17, THENCE 1.0 MILE EAST ALONG
 HF1046'A GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD,
 HF1046'42 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 28
 HF1046'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 18 FEET
 HF1046'EAST OF A POWER POLE, 1.5 FEET NORTH OF A FENCE, 2 FEET WEST
 HF1046'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF1046'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF
 HF1046'SECTION 18, TOWNSHIP 26 SOUTH, RANGE 5 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0348 ***********************************************************************
 JH0348  DESIGNATION -  G 32
 JH0348  PID         -  JH0348
 JH0348  STATE/COUNTY-  KS/HAMILTON
 JH0348  USGS QUAD   -  PLUM CREEK SOUTH (1966)
 JH0348
 JH0348                         *CURRENT SURVEY CONTROL
 JH0348  ___________________________________________________________________
 JH0348* NAD 83(1986)-  38 00 08.     (N)    101 50 17.     (W)     SCALED    
 JH0348* NAVD 88     -       996.216  (meters)    3268.42   (feet)  ADJUSTED  
 JH0348  ___________________________________________________________________
 JH0348  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 JH0348  DYNAMIC HT  -         995.287 (meters)    3265.37  (feet)  COMP
 JH0348  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 JH0348
 JH0348  VERT ORDER  -  FIRST     CLASS II
 JH0348
 JH0348.The horizontal coordinates were scaled from a topographic map and have
 JH0348.an estimated accuracy of +/- 6 seconds.
 JH0348
 JH0348.The orthometric height was determined by differential leveling
 JH0348.and adjusted by the National Geodetic Survey in June 1991..
 JH0348
 JH0348.The geoid height was determined by GEOID03.
 JH0348
 JH0348.The dynamic height is computed by dividing the NAVD 88
 JH0348.geopotential number by the normal gravity value computed on the
 JH0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0348.degrees latitude (g = 980.6199 gals.).
 JH0348
 JH0348.The modeled gravity was interpolated from observed gravity values.
 JH0348
 JH0348;                    North         East    Units  Estimated Accuracy
 JH0348;SPC KS S     -   553,470.      106,900.      MT  (+/- 180 meters Scaled)
 JH0348
 JH0348                          SUPERSEDED SURVEY CONTROL
 JH0348
 JH0348  NGVD 29 (??/??/92)  995.799  (m)         3267.05   (f) ADJ UNCH    1 2
 JH0348
 JH0348.Superseded values are not recommended for survey control.
 JH0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0348.See file dsdata.txt to determine how the superseded data were derived.
 JH0348
 JH0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH508098(NAD 83)
 JH0348_MARKER: DB = BENCH MARK DISK
 JH0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0348_STAMPING: G 32 1934
 JH0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0348+STABILITY: SURFACE MOTION
 JH0348
 JH0348  HISTORY     - Date     Condition        Report By
 JH0348  HISTORY     - 1934     MONUMENTED       CGS
 JH0348  HISTORY     - 1961     MARK NOT FOUND   NGS
 JH0348
 JH0348                          STATION DESCRIPTION
 JH0348
 JH0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0348'5 MI W FROM SYRACUSE.
 JH0348'ABOUT 5.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA
 JH0348'FE RAILWAY FROM THE STATION AT SYRACUSE, HAMILTON COUNTY, AT
 JH0348'MILEAGE 458.98, 10 FEET WEST OF THE CENTER OF A PRIVATE DIRT-ROAD
 JH0348'CROSSING, 47 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 30
 JH0348'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 50.  A STANDARD
 JH0348'DISK, STAMPED G 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JH0348
 JH0348                          STATION RECOVERY (1961)
 JH0348
 JH0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JH0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1249 ***********************************************************************
 JE1249  DESIGNATION -  G 324
 JE1249  PID         -  JE1249
 JE1249  STATE/COUNTY-  KS/OSAGE
 JE1249  USGS QUAD   -  OSAGE CITY (1971)
 JE1249
 JE1249                         *CURRENT SURVEY CONTROL
 JE1249  ___________________________________________________________________
 JE1249* NAD 83(1986)-  38 41 45.     (N)    095 50 19.     (W)     SCALED    
 JE1249* NAVD 88     -       322.616  (meters)    1058.45   (feet)  ADJUSTED  
 JE1249  ___________________________________________________________________
 JE1249  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 JE1249  DYNAMIC HT  -         322.391 (meters)    1057.71  (feet)  COMP
 JE1249  MODELED GRAV-     979,924.4   (mgal)                       NAVD 88
 JE1249
 JE1249  VERT ORDER  -  SECOND    CLASS 0
 JE1249
 JE1249.The horizontal coordinates were scaled from a topographic map and have
 JE1249.an estimated accuracy of +/- 6 seconds.
 JE1249
 JE1249.The orthometric height was determined by differential leveling
 JE1249.and adjusted by the National Geodetic Survey in June 1991..
 JE1249
 JE1249.The geoid height was determined by GEOID03.
 JE1249
 JE1249.The dynamic height is computed by dividing the NAVD 88
 JE1249.geopotential number by the normal gravity value computed on the
 JE1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1249.degrees latitude (g = 980.6199 gals.).
 JE1249
 JE1249.The modeled gravity was interpolated from observed gravity values.
 JE1249
 JE1249;                    North         East    Units  Estimated Accuracy
 JE1249;SPC KS S     -   628,520.      631,510.      MT  (+/- 180 meters Scaled)
 JE1249
 JE1249                          SUPERSEDED SURVEY CONTROL
 JE1249
 JE1249  NGVD 29 (??/??/92)  322.476  (m)         1057.99   (f) ADJ UNCH    2 0
 JE1249
 JE1249.Superseded values are not recommended for survey control.
 JE1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1249.See file dsdata.txt to determine how the superseded data were derived.
 JE1249
 JE1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC531868(NAD 83)
 JE1249_MARKER: DB = BENCH MARK DISK
 JE1249_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1249_SP_SET: BRIDGE
 JE1249_STAMPING: G 324 1960
 JE1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1249
 JE1249  HISTORY     - Date     Condition        Report By
 JE1249  HISTORY     - 1960     MONUMENTED       CGS
 JE1249
 JE1249                          STATION DESCRIPTION
 JE1249
 JE1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1249'4.4 MI S FROM BURLINGAME.
 JE1249'4.4 MILES SOUTH ALONG U.S. HIGHWAY 56 FROM THE JUNCTION OF STATE
 JE1249'HIGHWAY 31 AND U.S. HIGHWAY 56 AT BURLINGAME, 38 FEET EAST OF
 JE1249'THE CENTER OF THE HIGHWAY, 11 FEET NORTHEAST OF THE CENTER OF
 JE1249'THE DIRT ROAD, CEMENTED IN A DRILL HOLE 2.5 FEET NORTHWEST OF
 JE1249'THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A CONCRETE BRIDGE
 JE1249'AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0084 ***********************************************************************
 KF0084  DESIGNATION -  G 325
 KF0084  PID         -  KF0084
 KF0084  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0084  USGS QUAD   -  WAMEGO (1978)
 KF0084
 KF0084                         *CURRENT SURVEY CONTROL
 KF0084  ___________________________________________________________________
 KF0084* NAD 83(1986)-  39 12 36.     (N)    096 17 47.     (W)     SCALED    
 KF0084* NAVD 88     -       300.493  (meters)     985.87   (feet)  ADJUSTED  
 KF0084  ___________________________________________________________________
 KF0084  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 KF0084  DYNAMIC HT  -         300.297 (meters)     985.22  (feet)  COMP
 KF0084  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 KF0084
 KF0084  VERT ORDER  -  SECOND    CLASS 0
 KF0084
 KF0084.The horizontal coordinates were scaled from a topographic map and have
 KF0084.an estimated accuracy of +/- 6 seconds.
 KF0084
 KF0084.The orthometric height was determined by differential leveling
 KF0084.and adjusted by the National Geodetic Survey in June 1991..
 KF0084
 KF0084.The geoid height was determined by GEOID03.
 KF0084
 KF0084.The dynamic height is computed by dividing the NAVD 88
 KF0084.geopotential number by the normal gravity value computed on the
 KF0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0084.degrees latitude (g = 980.6199 gals.).
 KF0084
 KF0084.The modeled gravity was interpolated from observed gravity values.
 KF0084
 KF0084;                    North         East    Units  Estimated Accuracy
 KF0084;SPC KS N     -    98,700.      547,130.      MT  (+/- 180 meters Scaled)
 KF0084
 KF0084                          SUPERSEDED SURVEY CONTROL
 KF0084
 KF0084  NGVD 29 (??/??/92)  300.380  (m)          985.50   (f) ADJ UNCH    2 0
 KF0084
 KF0084.Superseded values are not recommended for survey control.
 KF0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0084.See file dsdata.txt to determine how the superseded data were derived.
 KF0084
 KF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ334435(NAD 83)
 KF0084_MARKER: DB = BENCH MARK DISK
 KF0084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0084_SP_SET: HEADWALL
 KF0084_STAMPING: G 325 1960
 KF0084_MARK LOGO: CGS   
 KF0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0084+STABILITY: SURFACE MOTION
 KF0084
 KF0084  HISTORY     - Date     Condition        Report By
 KF0084  HISTORY     - 1960     MONUMENTED       CGS
 KF0084  HISTORY     - 1961     GOOD             NGS
 KF0084  HISTORY     - 1986     GOOD             NGS
 KF0084  HISTORY     - 20050204 MARK NOT FOUND   GEOCAC
 KF0084
 KF0084                          STATION DESCRIPTION
 KF0084
 KF0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KF0084'1 MI NE FROM WAMEGO.
 KF0084'FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE HIGHWAY 99 WHICH
 KF0084'IS JUST NORTH OF THE TOWN OF WAMEGO, GO EAST OF U.S. HIGHWAY
 KF0084'24 0.4 MILE, 31 FEET WEST OF NORTH-SOUTH DIRT ROAD, 24 FEET
 KF0084'SOUTH OF THE CENTER OF THE HIGHWAY, 10 FEET EAST OF THE WITNESS
 KF0084'POST, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE SOUTH
 KF0084'HEADWALL OF A CONCRETE BRIDGE ABOUT 0.5 FOOT BELOW THE LEVEL
 KF0084'OF THE HIGHWAY.
 KF0084
 KF0084                          STATION RECOVERY (1986)
 KF0084
 KF0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0084'RECOVERED IN GOOD CONDITION.
 KF0084
 KF0084                          STATION RECOVERY (2005)
 KF0084
 KF0084'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0233 ***********************************************************************
 JF0233  DESIGNATION -  G 326
 JF0233  PID         -  JF0233
 JF0233  STATE/COUNTY-  KS/LYON
 JF0233  USGS QUAD   -  LANG (1979)
 JF0233
 JF0233                         *CURRENT SURVEY CONTROL
 JF0233  ___________________________________________________________________
 JF0233* NAD 83(1986)-  38 24 45.     (N)    096 03 43.     (W)     SCALED    
 JF0233* NAVD 88     -       334.115  (meters)    1096.18   (feet)  ADJUSTED  
 JF0233  ___________________________________________________________________
 JF0233  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JF0233  DYNAMIC HT  -         333.872 (meters)    1095.38  (feet)  COMP
 JF0233  MODELED GRAV-     979,891.6   (mgal)                       NAVD 88
 JF0233
 JF0233  VERT ORDER  -  SECOND    CLASS 0
 JF0233
 JF0233.The horizontal coordinates were scaled from a topographic map and have
 JF0233.an estimated accuracy of +/- 6 seconds.
 JF0233
 JF0233.The orthometric height was determined by differential leveling
 JF0233.and adjusted by the National Geodetic Survey in June 1991..
 JF0233
 JF0233.The geoid height was determined by GEOID03.
 JF0233
 JF0233.The dynamic height is computed by dividing the NAVD 88
 JF0233.geopotential number by the normal gravity value computed on the
 JF0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0233.degrees latitude (g = 980.6199 gals.).
 JF0233
 JF0233.The modeled gravity was interpolated from observed gravity values.
 JF0233
 JF0233;                    North         East    Units  Estimated Accuracy
 JF0233;SPC KS S     -   596,550.      612,910.      MT  (+/- 180 meters Scaled)
 JF0233
 JF0233                          SUPERSEDED SURVEY CONTROL
 JF0233
 JF0233  NGVD 29 (??/??/92)  333.964  (m)         1095.68   (f) ADJ UNCH    2 0
 JF0233
 JF0233.Superseded values are not recommended for survey control.
 JF0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0233.See file dsdata.txt to determine how the superseded data were derived.
 JF0233
 JF0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH565556(NAD 83)
 JF0233_MARKER: DD = SURVEY DISK
 JF0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0233_SP_SET: BRIDGE WALK
 JF0233_STAMPING: G 326 1974
 JF0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0233
 JF0233  HISTORY     - Date     Condition        Report By
 JF0233  HISTORY     - 1974     MONUMENTED       NGS
 JF0233
 JF0233                          STATION DESCRIPTION
 JF0233
 JF0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JF0233'4.3 MI E FROM EMPORIA.
 JF0233'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35
 JF0233'AND THE BUSINESS ROUTE OF U.S. HIGHWAY 50, WHICH IS ABOUT 2.5
 JF0233'MILES EAST OF DOWNTOWN EMPORIA, GO EAST ALONG U.S. HIGHWAY 50 FOR
 JF0233'4.3 MILES TO THE MARK SET IN THE TOP OF THE WEST END OF SOUTH
 JF0233'SIDEWALK OF A BRIDGE.  THE MARK IS 16.0 FEET SOUTH OF THE CENTERLINE
 JF0233'OF THE HIGHWAY, 10.0 FEET EAST OF THE WEST END OF SIDEWALK AND IS
 JF0233'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1411 ***********************************************************************
 JE1411  DESIGNATION -  G 327
 JE1411  PID         -  JE1411
 JE1411  STATE/COUNTY-  KS/FRANKLIN
 JE1411  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE1411
 JE1411                         *CURRENT SURVEY CONTROL
 JE1411  ___________________________________________________________________
 JE1411* NAD 83(1986)-  38 33 54.     (N)    095 18 16.     (W)     SCALED    
 JE1411* NAVD 88     -       298.007  (meters)     977.71   (feet)  ADJUSTED  
 JE1411  ___________________________________________________________________
 JE1411  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JE1411  DYNAMIC HT  -         297.799 (meters)     977.03  (feet)  COMP
 JE1411  MODELED GRAV-     979,924.2   (mgal)                       NAVD 88
 JE1411
 JE1411  VERT ORDER  -  SECOND    CLASS 0
 JE1411
 JE1411.The horizontal coordinates were scaled from a topographic map and have
 JE1411.an estimated accuracy of +/- 6 seconds.
 JE1411
 JE1411.The orthometric height was determined by differential leveling
 JE1411.and adjusted by the National Geodetic Survey in June 1991..
 JE1411
 JE1411.The geoid height was determined by GEOID03.
 JE1411
 JE1411.The dynamic height is computed by dividing the NAVD 88
 JE1411.geopotential number by the normal gravity value computed on the
 JE1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1411.degrees latitude (g = 980.6199 gals.).
 JE1411
 JE1411.The modeled gravity was interpolated from observed gravity values.
 JE1411
 JE1411;                    North         East    Units  Estimated Accuracy
 JE1411;SPC KS S     -   615,470.      678,450.      MT  (+/- 180 meters Scaled)
 JE1411
 JE1411                          SUPERSEDED SURVEY CONTROL
 JE1411
 JE1411  NGVD 29 (??/??/92)  297.889  (m)          977.32   (f) ADJ UNCH    2 0
 JE1411
 JE1411.Superseded values are not recommended for survey control.
 JE1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1411.See file dsdata.txt to determine how the superseded data were derived.
 JE1411
 JE1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC992710(NAD 83)
 JE1411_MARKER: DB = BENCH MARK DISK
 JE1411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1411_SP_SET: CULVERT
 JE1411_STAMPING: G 327 1974
 JE1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1411
 JE1411  HISTORY     - Date     Condition        Report By
 JE1411  HISTORY     - 1974     MONUMENTED       NGS
 JE1411
 JE1411                          STATION DESCRIPTION
 JE1411
 JE1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1411'2.2 MI W FROM OTTAWA.
 JE1411'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND US
 JE1411'HIGHWAY 59, WHICH IS ABOUT 2.0 MILES SOUTH OF OTTAWA, GO WEST ALONG
 JE1411'I-35 FOR 2.2 MILES TO THE MARK SET IN THE TOP OF THE WEST END OF SOUTH
 JE1411'HEADWALL OF A BOX CULVERT WHICH IS ALSO USED FOR A CATTLE WALKWAY
 JE1411'UNDER HIGHWAY.  THE MARK IS 91 FEET SOUTH OF THE CENTERLINE OF THE
 JE1411'EAST BOUND LANE OF HIGHWAY, 67 FEET SOUTH-SOUTHEAST OF MILE POST 181,
 JE1411'0.5 FOOT EAST OF THE WEST END OF HEADWALL AND IS ABOUT 15 FEET BELOW
 JE1411'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1342 ***********************************************************************
 JE1342  DESIGNATION -  G 328
 JE1342  PID         -  JE1342
 JE1342  STATE/COUNTY-  KS/JOHNSON
 JE1342  USGS QUAD   -  GARDNER (1991)
 JE1342
 JE1342                         *CURRENT SURVEY CONTROL
 JE1342  ___________________________________________________________________
 JE1342* NAD 83(1986)-  38 45 02.     (N)    094 59 00.     (W)     SCALED    
 JE1342* NAVD 88     -       304.209  (meters)     998.06   (feet)  ADJUSTED  
 JE1342  ___________________________________________________________________
 JE1342  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JE1342  DYNAMIC HT  -         304.003 (meters)     997.38  (feet)  COMP
 JE1342  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 JE1342
 JE1342  VERT ORDER  -  SECOND    CLASS 0
 JE1342
 JE1342.The horizontal coordinates were scaled from a topographic map and have
 JE1342.an estimated accuracy of +/- 6 seconds.
 JE1342
 JE1342.The orthometric height was determined by differential leveling
 JE1342.and adjusted by the National Geodetic Survey in June 1991..
 JE1342
 JE1342.The geoid height was determined by GEOID03.
 JE1342
 JE1342.The dynamic height is computed by dividing the NAVD 88
 JE1342.geopotential number by the normal gravity value computed on the
 JE1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1342.degrees latitude (g = 980.6199 gals.).
 JE1342
 JE1342.The modeled gravity was interpolated from observed gravity values.
 JE1342
 JE1342;                    North         East    Units  Estimated Accuracy
 JE1342;SPC KS N     -    50,680.      662,190.      MT  (+/- 180 meters Scaled)
 JE1342
 JE1342                          SUPERSEDED SURVEY CONTROL
 JE1342
 JE1342  NGVD 29 (??/??/92)  304.086  (m)          997.66   (f) ADJ UNCH    2 0
 JE1342
 JE1342.Superseded values are not recommended for survey control.
 JE1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1342.See file dsdata.txt to determine how the superseded data were derived.
 JE1342
 JE1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC276909(NAD 83)
 JE1342_MARKER: DB = BENCH MARK DISK
 JE1342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1342_SP_SET: BRIDGE
 JE1342_STAMPING: G 328 1974
 JE1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1342
 JE1342  HISTORY     - Date     Condition        Report By
 JE1342  HISTORY     - 1974     MONUMENTED       NGS
 JE1342
 JE1342                          STATION DESCRIPTION
 JE1342
 JE1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1342'6.35 MI NE FROM WELLSVILLE.
 JE1342'ABOUT 6.35 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1342'JUNCTION WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE SOUTH OF
 JE1342'WELLSVILLE, 18.0 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHEAST
 JE1342'BOUND LANE OF HIGHWAY, AND 1.0 FOOT NORTHWEST OF THE NORTHEAST END OF
 JE1342'NORTHWEST BANISTER OF A BRIDGE.  SET IN THE TOP OF THE NORTHWEST
 JE1342'WINGWALL OF THE SOUTHEAST ONE OF TWO BRIDGES OVER A GRAVEL ROAD AND IS
 JE1342'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0549 ***********************************************************************
 HH0549  DESIGNATION -  G 33
 HH0549  PID         -  HH0549
 HH0549  STATE/COUNTY-  KS/STANTON
 HH0549  USGS QUAD   -  JOHNSON EAST (1978)
 HH0549
 HH0549                         *CURRENT SURVEY CONTROL
 HH0549  ___________________________________________________________________
 HH0549* NAD 83(1986)-  37 33 46.     (N)    101 38 07.     (W)     SCALED    
 HH0549* NAVD 88     -       984.450  (meters)    3229.82   (feet)  ADJUSTED  
 HH0549  ___________________________________________________________________
 HH0549  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 HH0549  DYNAMIC HT  -         983.501 (meters)    3226.70  (feet)  COMP
 HH0549  MODELED GRAV-     979,632.7   (mgal)                       NAVD 88
 HH0549
 HH0549  VERT ORDER  -  SECOND    CLASS 0
 HH0549
 HH0549.The horizontal coordinates were scaled from a topographic map and have
 HH0549.an estimated accuracy of +/- 6 seconds.
 HH0549
 HH0549.The orthometric height was determined by differential leveling
 HH0549.and adjusted by the National Geodetic Survey in June 1991..
 HH0549
 HH0549.The geoid height was determined by GEOID03.
 HH0549
 HH0549.The dynamic height is computed by dividing the NAVD 88
 HH0549.geopotential number by the normal gravity value computed on the
 HH0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0549.degrees latitude (g = 980.6199 gals.).
 HH0549
 HH0549.The modeled gravity was interpolated from observed gravity values.
 HH0549
 HH0549;                    North         East    Units  Estimated Accuracy
 HH0549;SPC KS S     -   504,110.      123,060.      MT  (+/- 180 meters Scaled)
 HH0549
 HH0549                          SUPERSEDED SURVEY CONTROL
 HH0549
 HH0549  NGVD 29 (??/??/92)  984.036  (m)         3228.46   (f) ADJ UNCH    2 0
 HH0549
 HH0549.Superseded values are not recommended for survey control.
 HH0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0549.See file dsdata.txt to determine how the superseded data were derived.
 HH0549
 HH0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG672605(NAD 83)
 HH0549_MARKER: P = PIPE CAP
 HH0549_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HH0549_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HH0549_STAMPING: 3222 G 33
 HH0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0549
 HH0549  HISTORY     - Date     Condition        Report By
 HH0549  HISTORY     - UNK      MONUMENTED       USGS
 HH0549  HISTORY     - 1935     GOOD             NGS
 HH0549
 HH0549                          STATION DESCRIPTION
 HH0549
 HH0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HH0549'4.1 MI W FROM BIG BOW.
 HH0549'4.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0549'FROM THE STATION AT BIG BOW, STANTON COUNTY, 6-1/2 POLES EAST OF
 HH0549'MILEPOST 39, AT A ROAD CROSSING, 31 FEET NORTH OF THE CENTERLINE
 HH0549'OF THE TRACK, 24 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3
 HH0549'FEET EAST OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HH0549'CAP, STAMPED 3222 G 33 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HH0549'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0578 ***********************************************************************
 HH0578  DESIGNATION -  G 33
 HH0578  PID         -  HH0578
 HH0578  STATE/COUNTY-  KS/FINNEY
 HH0578  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0578
 HH0578                         *CURRENT SURVEY CONTROL
 HH0578  ___________________________________________________________________
 HH0578* NAD 83(1986)-  37 59 06.     (N)    100 59 21.     (W)     SCALED    
 HH0578* NAVD 88     -       879.855  (meters)    2886.66   (feet)  ADJUSTED  
 HH0578  ___________________________________________________________________
 HH0578  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 HH0578  DYNAMIC HT  -         879.069 (meters)    2884.08  (feet)  COMP
 HH0578  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 HH0578
 HH0578  VERT ORDER  -  FIRST     CLASS II
 HH0578
 HH0578.The horizontal coordinates were scaled from a topographic map and have
 HH0578.an estimated accuracy of +/- 6 seconds.
 HH0578
 HH0578.The orthometric height was determined by differential leveling
 HH0578.and adjusted by the National Geodetic Survey in June 1991..
 HH0578.WARNING-Repeat measurements at this control monument indicate possible
 HH0578.vertical movement.
 HH0578
 HH0578.The geoid height was determined by GEOID03.
 HH0578
 HH0578.The dynamic height is computed by dividing the NAVD 88
 HH0578.geopotential number by the normal gravity value computed on the
 HH0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0578.degrees latitude (g = 980.6199 gals.).
 HH0578
 HH0578.The modeled gravity was interpolated from observed gravity values.
 HH0578
 HH0578;                    North         East    Units  Estimated Accuracy
 HH0578;SPC KS S     -   549,230.      181,370.      MT  (+/- 180 meters Scaled)
 HH0578
 HH0578                          SUPERSEDED SURVEY CONTROL
 HH0578
 HH0578  NGVD 29 (??/??/92)  879.486  (m)         2885.45   (f) ADJ UNCH    1 2
 HH0578
 HH0578.Superseded values are not recommended for survey control.
 HH0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0578.See file dsdata.txt to determine how the superseded data were derived.
 HH0578
 HH0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH253060(NAD 83)
 HH0578_MARKER: DB = BENCH MARK DISK
 HH0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0578_SP_SET: CONCRETE POST
 HH0578_STAMPING: G 33 1934
 HH0578_MARK LOGO: CGS   
 HH0578_PROJECTION: PROJECTING 60 CENTIMETERS
 HH0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0578+STABILITY: SURFACE MOTION
 HH0578
 HH0578  HISTORY     - Date     Condition        Report By
 HH0578  HISTORY     - 1934     MONUMENTED       CGS
 HH0578  HISTORY     - 1986     POOR             NGS
 HH0578
 HH0578                          STATION DESCRIPTION
 HH0578
 HH0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0578'IN HOLCOMB.
 HH0578'IN HOLCOMB, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, AT MILEAGE
 HH0578'408.80, ABOUT 50 FT EAST OF THE CENTER OF A COUNTY-ROAD CROSSING, AND
 HH0578'ABOUT 200 FT SOUTH OF THE CENTER LINE OF THE TRACK.
 HH0578
 HH0578                          STATION RECOVERY (1986)
 HH0578
 HH0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0578'RECOVERED IN POOR CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 HH0578'ADD--IN THE SOUTHEAST CORNER OF THE INTRESECTION OF SOUTH MAIN STREET
 HH0578'AND RAILROAD AVENUE AND BENCH MARK IS NOW PROJECTING 24-INCHES ABOVE
 HH0578'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0473 ***********************************************************************
 KF0473  DESIGNATION -  G 331
 KF0473  PID         -  KF0473
 KF0473  STATE/COUNTY-  KS/OTTAWA
 KF0473  USGS QUAD   -  MINNEAPOLIS NORTH (1965)
 KF0473
 KF0473                         *CURRENT SURVEY CONTROL
 KF0473  ___________________________________________________________________
 KF0473* NAD 83(1986)-  39 09 14.     (N)    097 40 07.     (W)     SCALED    
 KF0473* NAVD 88     -       398.392  (meters)    1307.06   (feet)  ADJUSTED  
 KF0473  ___________________________________________________________________
 KF0473  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 KF0473  DYNAMIC HT  -         398.137 (meters)    1306.22  (feet)  COMP
 KF0473  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 KF0473
 KF0473  VERT ORDER  -  SECOND    CLASS 0
 KF0473
 KF0473.The horizontal coordinates were scaled from a topographic map and have
 KF0473.an estimated accuracy of +/- 6 seconds.
 KF0473
 KF0473.The orthometric height was determined by differential leveling
 KF0473.and adjusted by the National Geodetic Survey in June 1991..
 KF0473
 KF0473.The geoid height was determined by GEOID03.
 KF0473
 KF0473.The dynamic height is computed by dividing the NAVD 88
 KF0473.geopotential number by the normal gravity value computed on the
 KF0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0473.degrees latitude (g = 980.6199 gals.).
 KF0473
 KF0473.The modeled gravity was interpolated from observed gravity values.
 KF0473
 KF0473;                    North         East    Units  Estimated Accuracy
 KF0473;SPC KS N     -    91,140.      428,640.      MT  (+/- 180 meters Scaled)
 KF0473
 KF0473                          SUPERSEDED SURVEY CONTROL
 KF0473
 KF0473  NGVD 29 (??/??/92)  398.285  (m)         1306.71   (f) ADJ UNCH    2 0
 KF0473
 KF0473.Superseded values are not recommended for survey control.
 KF0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0473.See file dsdata.txt to determine how the superseded data were derived.
 KF0473
 KF0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ150346(NAD 83)
 KF0473_MARKER: DB = BENCH MARK DISK
 KF0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0473_STAMPING: G 331 1960
 KF0473_MARK LOGO: CGS   
 KF0473_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0473+STABILITY: SURFACE MOTION
 KF0473
 KF0473  HISTORY     - Date     Condition        Report By
 KF0473  HISTORY     - 1960     MONUMENTED       CGS
 KF0473  HISTORY     - 1989     GOOD             USPSQD
 KF0473  HISTORY     - 19890301 GOOD             KSDT
 KF0473
 KF0473                          STATION DESCRIPTION
 KF0473
 KF0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0473'4 MI NE FROM MINNEAPOLIS.
 KF0473'3 MILES NORTHEAST ALONG THE SANTA FE RAILROAD FROM THE STATION
 KF0473'AT MINNEAPOLIS TO THE RAILROAD CROSSING OF U.S. HIGHWAY 81,
 KF0473'THENCE 1.05 MILE NORTH ALONG THE HIGHWAY TO A SECTION LINE
 KF0473'FENCE, 56 FEET WEST FROM THE CENTER LINE OF THE HIGHWAY, 41
 KF0473'FEET NORTH FROM THE FENCE CORNER POST, 3.1 FEET SOUTH FROM A
 KF0473'POLE, 4 FEET EAST FROM THE RIGHT OF WAY FENCE, SET IN A SQUARE
 KF0473'TOPPED CONCRETE MONUMENT, PROJECTING 3-INCHES ABOVE GROUND AND
 KF0473'ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY, 2.8 FEET NORTHWEST
 KF0473'FROM A METAL WITNESS POST WITH SIGN.
 KF0473
 KF0473                          STATION RECOVERY (1989)
 KF0473
 KF0473'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRL)
 KF0473'RECOVERED IN GOOD CONDITION.
 KF0473
 KF0473                          STATION RECOVERY (1989)
 KF0473
 KF0473'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0473'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0794 ***********************************************************************
 JF0794  DESIGNATION -  G 332
 JF0794  PID         -  JF0794
 JF0794  STATE/COUNTY-  KS/MCPHERSON
 JF0794  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0794
 JF0794                         *CURRENT SURVEY CONTROL
 JF0794  ___________________________________________________________________
 JF0794* NAD 83(1986)-  38 28 41.     (N)    097 38 27.     (W)     SCALED    
 JF0794* NAVD 88     -       464.825  (meters)    1525.01   (feet)  ADJUSTED  
 JF0794  ___________________________________________________________________
 JF0794  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 JF0794  DYNAMIC HT  -         464.493 (meters)    1523.92  (feet)  COMP
 JF0794  MODELED GRAV-     979,900.6   (mgal)                       NAVD 88
 JF0794
 JF0794  VERT ORDER  -  SECOND    CLASS 0
 JF0794
 JF0794.The horizontal coordinates were scaled from a topographic map and have
 JF0794.an estimated accuracy of +/- 6 seconds.
 JF0794
 JF0794.The orthometric height was determined by differential leveling
 JF0794.and adjusted by the National Geodetic Survey in June 1991..
 JF0794
 JF0794.The geoid height was determined by GEOID03.
 JF0794
 JF0794.The dynamic height is computed by dividing the NAVD 88
 JF0794.geopotential number by the normal gravity value computed on the
 JF0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0794.degrees latitude (g = 980.6199 gals.).
 JF0794
 JF0794.The modeled gravity was interpolated from observed gravity values.
 JF0794
 JF0794;                    North         East    Units  Estimated Accuracy
 JF0794;SPC KS S     -   601,390.      474,970.      MT  (+/- 180 meters Scaled)
 JF0794
 JF0794                          SUPERSEDED SURVEY CONTROL
 JF0794
 JF0794  NGVD 29 (??/??/92)  464.674  (m)         1524.52   (f) ADJ UNCH    2 0
 JF0794
 JF0794.Superseded values are not recommended for survey control.
 JF0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0794.See file dsdata.txt to determine how the superseded data were derived.
 JF0794
 JF0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH185597(NAD 83)
 JF0794_MARKER: DB = BENCH MARK DISK
 JF0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0794_STAMPING: G 332 1961
 JF0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0794+STABILITY: SURFACE MOTION
 JF0794
 JF0794  HISTORY     - Date     Condition        Report By
 JF0794  HISTORY     - 1961     MONUMENTED       CGS
 JF0794  HISTORY     - 1965     MARK NOT FOUND   USGS
 JF0794  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0794
 JF0794                          STATION DESCRIPTION
 JF0794
 JF0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0794'8 MI SE FROM LINDSBORG.
 JF0794'6.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JF0794'AT LINDSBORG TO A ROAD CROSSING, THENCE EAST 1.5 MILES, ABOUT
 JF0794'1 MILE AFTER CROSSING U.S. HIGHWAY 81, 71 FEET SOUTH FROM THE
 JF0794'CENTER OF THE ROAD, 19 FEET SOUTH FROM A FENCE CORNER, 2.5 FEET
 JF0794'WEST FROM A METAL WITNESS POST WITH SIGN, 1 FOOT EAST OF A
 JF0794'WIRE FENCE, SET IN A 10-INCH SQUARE TOPPED CONCRETE MONUMENT
 JF0794'PROJECTING 4 INCHES ABOVE THE GROUND.  NOTE-- THIS MARK SHOULD
 JF0794'BE G 332 STAMPING MAY BE IN ERROR.
 JF0794
 JF0794                          STATION RECOVERY (1965)
 JF0794
 JF0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JF0794'MARK NOT FOUND.
 JF0794
 JF0794                          STATION RECOVERY (1986)
 JF0794
 JF0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0794'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0328 ***********************************************************************
 HF0328  DESIGNATION -  G 334
 HF0328  PID         -  HF0328
 HF0328  STATE/COUNTY-  KS/BUTLER
 HF0328  USGS QUAD   -  EL DORADO NW (1961)
 HF0328
 HF0328                         *CURRENT SURVEY CONTROL
 HF0328  ___________________________________________________________________
 HF0328* NAD 83(1986)-  37 59 03.     (N)    096 53 33.     (W)     SCALED    
 HF0328* NAVD 88     -       435.741  (meters)    1429.59   (feet)  ADJUSTED  
 HF0328  ___________________________________________________________________
 HF0328  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 HF0328  DYNAMIC HT  -         435.406 (meters)    1428.49  (feet)  COMP
 HF0328  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
 HF0328
 HF0328  VERT ORDER  -  SECOND    CLASS 0
 HF0328
 HF0328.The horizontal coordinates were scaled from a topographic map and have
 HF0328.an estimated accuracy of +/- 6 seconds.
 HF0328
 HF0328.The orthometric height was determined by differential leveling
 HF0328.and adjusted by the National Geodetic Survey in June 1991..
 HF0328
 HF0328.The geoid height was determined by GEOID03.
 HF0328
 HF0328.The dynamic height is computed by dividing the NAVD 88
 HF0328.geopotential number by the normal gravity value computed on the
 HF0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0328.degrees latitude (g = 980.6199 gals.).
 HF0328
 HF0328.The modeled gravity was interpolated from observed gravity values.
 HF0328
 HF0328;                    North         East    Units  Estimated Accuracy
 HF0328;SPC KS S     -   547,440.      541,210.      MT  (+/- 180 meters Scaled)
 HF0328
 HF0328                          SUPERSEDED SURVEY CONTROL
 HF0328
 HF0328  NGVD 29 (??/??/92)  435.599  (m)         1429.13   (f) ADJ UNCH    2 0
 HF0328
 HF0328.Superseded values are not recommended for survey control.
 HF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0328.See file dsdata.txt to determine how the superseded data were derived.
 HF0328
 HF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH850061(NAD 83)
 HF0328_MARKER: DB = BENCH MARK DISK
 HF0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0328_SP_SET: CULVERT
 HF0328_STAMPING: G 334 1962
 HF0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0328
 HF0328  HISTORY     - Date     Condition        Report By
 HF0328  HISTORY     - 1962     MONUMENTED       CGS
 HF0328
 HF0328                          STATION DESCRIPTION
 HF0328
 HF0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0328'2.2 MI W FROM DE GRAFF.
 HF0328'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0328'DE GRAFF, THENCE 1.85 MILES WEST ALONG A BLACKTOP ROAD, 14 FEET
 HF0328'SOUTH OF THE CENTER OF ROAD, 0.9 FOOT WEST OF THE EAST END OF
 HF0328'A BRIDGE, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 HF0328'OF CONCRETE CULVERT, IN SECTION 9, TOWNSHIP 24 SOUTH, RANGE
 HF0328'5 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0399 ***********************************************************************
 HF0399  DESIGNATION -  G 335
 HF0399  PID         -  HF0399
 HF0399  STATE/COUNTY-  KS/BUTLER
 HF0399  USGS QUAD   -  AUGUSTA SE (1979)
 HF0399
 HF0399                         *CURRENT SURVEY CONTROL
 HF0399  ___________________________________________________________________
 HF0399* NAD 83(1986)-  37 31 10.     (N)    096 50 39.     (W)     SCALED    
 HF0399* NAVD 88     -       415.914  (meters)    1364.54   (feet)  ADJUSTED  
 HF0399  ___________________________________________________________________
 HF0399  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 HF0399  DYNAMIC HT  -         415.578 (meters)    1363.44  (feet)  COMP
 HF0399  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 HF0399
 HF0399  VERT ORDER  -  SECOND    CLASS 0
 HF0399
 HF0399.The horizontal coordinates were scaled from a topographic map and have
 HF0399.an estimated accuracy of +/- 6 seconds.
 HF0399
 HF0399.The orthometric height was determined by differential leveling
 HF0399.and adjusted by the National Geodetic Survey in June 1991..
 HF0399
 HF0399.The geoid height was determined by GEOID03.
 HF0399
 HF0399.The dynamic height is computed by dividing the NAVD 88
 HF0399.geopotential number by the normal gravity value computed on the
 HF0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0399.degrees latitude (g = 980.6199 gals.).
 HF0399
 HF0399.The modeled gravity was interpolated from observed gravity values.
 HF0399
 HF0399;                    North         East    Units  Estimated Accuracy
 HF0399;SPC KS S     -   495,950.      546,370.      MT  (+/- 180 meters Scaled)
 HF0399
 HF0399                          SUPERSEDED SURVEY CONTROL
 HF0399
 HF0399  NGVD 29 (??/??/92)  415.762  (m)         1364.05   (f) ADJ UNCH    2 0
 HF0399
 HF0399.Superseded values are not recommended for survey control.
 HF0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0399.See file dsdata.txt to determine how the superseded data were derived.
 HF0399
 HF0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG905546(NAD 83)
 HF0399_MARKER: DB = BENCH MARK DISK
 HF0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0399_STAMPING: G 335 1962
 HF0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0399+STABILITY: SURFACE MOTION
 HF0399
 HF0399  HISTORY     - Date     Condition        Report By
 HF0399  HISTORY     - 1962     MONUMENTED       CGS
 HF0399  HISTORY     - 20060724 GOOD             INDIV
 HF0399
 HF0399                          STATION DESCRIPTION
 HF0399
 HF0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0399'9.2 MI E FROM DOUGLASS.
 HF0399'0.2 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0399'FROM THE STATION AT DOUGLASS, THENCE 9.0 MILES EAST ALONG A
 HF0399'BLACKTOP ROAD TO THE INTERSECTION OF A NORTH AND SOUTH ROAD, 99
 HF0399'FEET SOUTHWEST OF THE INTERSECTION, 78.5 FEET WEST OF THE CENTER
 HF0399'OF ROAD LEADING SOUTH, 60 FEET SOUTH OF THE CENTER OF THE
 HF0399'BLACKTOP ROAD, 2.0 FEET NORTHWEST OF A METAL WITNESS POST, AND
 HF0399'PROJECTS 0.3 FEET ABOVE THE GROUND.  SET IN THE TOP OF A CONCRETE
 HF0399'POST.
 HF0399
 HF0399                          STATION RECOVERY (2006)
 HF0399
 HF0399'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0612 ***********************************************************************
 HF0612  DESIGNATION -  G 336
 HF0612  PID         -  HF0612
 HF0612  STATE/COUNTY-  KS/COWLEY
 HF0612  USGS QUAD   -  HACKNEY (1979)
 HF0612
 HF0612                         *CURRENT SURVEY CONTROL
 HF0612  ___________________________________________________________________
 HF0612* NAD 83(1986)-  37 14 44.     (N)    097 06 50.     (W)     SCALED    
 HF0612* NAVD 88     -       358.388  (meters)    1175.81   (feet)  ADJUSTED  
 HF0612  ___________________________________________________________________
 HF0612  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 HF0612  DYNAMIC HT  -         358.096 (meters)    1174.85  (feet)  COMP
 HF0612  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 HF0612
 HF0612  VERT ORDER  -  SECOND    CLASS 0
 HF0612
 HF0612.The horizontal coordinates were scaled from a topographic map and have
 HF0612.an estimated accuracy of +/- 6 seconds.
 HF0612
 HF0612.The orthometric height was determined by differential leveling
 HF0612.and adjusted by the National Geodetic Survey in June 1991..
 HF0612
 HF0612.The geoid height was determined by GEOID03.
 HF0612
 HF0612.The dynamic height is computed by dividing the NAVD 88
 HF0612.geopotential number by the normal gravity value computed on the
 HF0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0612.degrees latitude (g = 980.6199 gals.).
 HF0612
 HF0612.The modeled gravity was interpolated from observed gravity values.
 HF0612
 HF0612;                    North         East    Units  Estimated Accuracy
 HF0612;SPC KS S     -   465,160.      522,980.      MT  (+/- 180 meters Scaled)
 HF0612
 HF0612                          SUPERSEDED SURVEY CONTROL
 HF0612
 HF0612  NGVD 29 (??/??/92)  358.274  (m)         1175.44   (f) ADJ UNCH    2 0
 HF0612
 HF0612.Superseded values are not recommended for survey control.
 HF0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0612.See file dsdata.txt to determine how the superseded data were derived.
 HF0612
 HF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG672237(NAD 83)
 HF0612_MARKER: DB = BENCH MARK DISK
 HF0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0612_STAMPING: G 336 1962
 HF0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0612+STABILITY: SURFACE MOTION
 HF0612
 HF0612  HISTORY     - Date     Condition        Report By
 HF0612  HISTORY     - 1962     MONUMENTED       CGS
 HF0612
 HF0612                          STATION DESCRIPTION
 HF0612
 HF0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0612'3.8 MI E FROM OXFORD.
 HF0612'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0612'THENCE 3.7 MILES EAST ALONG U.S. HIGHWAY 160, THENCE 0.1 MILE
 HF0612'SOUTH ALONG A GRAVEL ROAD, SET IN THE SOUTHEAST CORNER OF A
 HF0612'SCHOOL YARD, 114.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HF0612'SCHOOLHOUSE, 43.7 FEET NORTHWEST OF THE INTERSECTION OF A NORTH
 HF0612'AND SOUTH AND EAST AND WEST GRAVEL ROAD, 1.0 FEET NORTHWEST
 HF0612'OF THE SOUTHEAST CORNER OF THE SCHOOL YARD, SET IN A CONCRETE
 HF0612'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0681 ***********************************************************************
 HF0681  DESIGNATION -  G 337
 HF0681  PID         -  HF0681
 HF0681  STATE/COUNTY-  KS/COWLEY
 HF0681  USGS QUAD   -  UDALL (1983)
 HF0681
 HF0681                         *CURRENT SURVEY CONTROL
 HF0681  ___________________________________________________________________
 HF0681* NAD 83(1986)-  37 25 18.     (N)    097 00 39.     (W)     SCALED    
 HF0681* NAVD 88     -       355.052  (meters)    1164.87   (feet)  ADJUSTED  
 HF0681  ___________________________________________________________________
 HF0681  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0681  DYNAMIC HT  -         354.768 (meters)    1163.93  (feet)  COMP
 HF0681  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 HF0681
 HF0681  VERT ORDER  -  SECOND    CLASS 0
 HF0681
 HF0681.The horizontal coordinates were scaled from a topographic map and have
 HF0681.an estimated accuracy of +/- 6 seconds.
 HF0681
 HF0681.The orthometric height was determined by differential leveling
 HF0681.and adjusted by the National Geodetic Survey in June 1991..
 HF0681
 HF0681.The geoid height was determined by GEOID03.
 HF0681
 HF0681.The dynamic height is computed by dividing the NAVD 88
 HF0681.geopotential number by the normal gravity value computed on the
 HF0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0681.degrees latitude (g = 980.6199 gals.).
 HF0681
 HF0681.The modeled gravity was interpolated from observed gravity values.
 HF0681
 HF0681;                    North         East    Units  Estimated Accuracy
 HF0681;SPC KS S     -   484,850.      531,810.      MT  (+/- 180 meters Scaled)
 HF0681
 HF0681                          SUPERSEDED SURVEY CONTROL
 HF0681
 HF0681  NGVD 29 (??/??/92)  354.924  (m)         1164.45   (f) ADJ UNCH    2 0
 HF0681
 HF0681.Superseded values are not recommended for survey control.
 HF0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0681.See file dsdata.txt to determine how the superseded data were derived.
 HF0681
 HF0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG760435(NAD 83)
 HF0681_MARKER: DB = BENCH MARK DISK
 HF0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0681_SP_SET: BRIDGE
 HF0681_STAMPING: G 337 1962
 HF0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0681
 HF0681  HISTORY     - Date     Condition        Report By
 HF0681  HISTORY     - 1962     MONUMENTED       CGS
 HF0681  HISTORY     - 1974     GOOD             KSHC
 HF0681
 HF0681                          STATION DESCRIPTION
 HF0681
 HF0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0681'1.2 MI S FROM ROCK.
 HF0681'1.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0681'FROM THE STATION AT ROCK, SET IN THE TOP OF THE SOUTHEAST END
 HF0681'OF THE SOUTH HEADWALL OF BRIDGE OVER MUDDY CREEK, 5 POLES
 HF0681'NORTH OF MILE POST 204, 6.8 FEET EAST OF THE EAST RAIL, 1.8
 HF0681'FEET NORTH OF THE SOUTHEAST END OF THE SOUTH HEADWALL.
 HF0681
 HF0681                          STATION RECOVERY (1974)
 HF0681
 HF0681'RECOVERY NOTE BY KS HIGHWAY COMM 1974
 HF0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1113 ***********************************************************************
 JF1113  DESIGNATION -  G 338
 JF1113  PID         -  JF1113
 JF1113  STATE/COUNTY-  KS/SALINE
 JF1113  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1113
 JF1113                         *CURRENT SURVEY CONTROL
 JF1113  ___________________________________________________________________
 JF1113* NAD 83(1986)-  38 52 37.     (N)    097 36 16.     (W)     SCALED    
 JF1113* NAVD 88     -       374.079  (meters)    1227.29   (feet)  ADJUSTED  
 JF1113  ___________________________________________________________________
 JF1113  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 JF1113  DYNAMIC HT  -         373.830 (meters)    1226.47  (feet)  COMP
 JF1113  MODELED GRAV-     979,951.0   (mgal)                       NAVD 88
 JF1113
 JF1113  VERT ORDER  -  SECOND    CLASS 0
 JF1113
 JF1113.The horizontal coordinates were scaled from a topographic map and have
 JF1113.an estimated accuracy of +/- 6 seconds.
 JF1113
 JF1113.The orthometric height was determined by differential leveling
 JF1113.and adjusted by the National Geodetic Survey in June 1991..
 JF1113
 JF1113.The geoid height was determined by GEOID03.
 JF1113
 JF1113.The dynamic height is computed by dividing the NAVD 88
 JF1113.geopotential number by the normal gravity value computed on the
 JF1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1113.degrees latitude (g = 980.6199 gals.).
 JF1113
 JF1113.The modeled gravity was interpolated from observed gravity values.
 JF1113
 JF1113;                    North         East    Units  Estimated Accuracy
 JF1113;SPC KS N     -    60,420.      434,320.      MT  (+/- 180 meters Scaled)
 JF1113
 JF1113                          SUPERSEDED SURVEY CONTROL
 JF1113
 JF1113  NGVD 29 (??/??/92)  373.985  (m)         1226.98   (f) ADJ UNCH    2 0
 JF1113
 JF1113.Superseded values are not recommended for survey control.
 JF1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1113.See file dsdata.txt to determine how the superseded data were derived.
 JF1113
 JF1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ210040(NAD 83)
 JF1113_MARKER: DB = BENCH MARK DISK
 JF1113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1113_SP_SET: GUARDRAIL BASE
 JF1113_STAMPING: G 338 1970
 JF1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1113
 JF1113  HISTORY     - Date     Condition        Report By
 JF1113  HISTORY     - 1970     MONUMENTED       NGS
 JF1113
 JF1113                          STATION DESCRIPTION
 JF1113
 JF1113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1113'AT SALINA.
 JF1113'AT SALINA, ABOUT 0.4 MILE EAST ALONG INTERSTATE HIGHWAY 70 FROM
 JF1113'THE I-70 OVERPASS OVER U.S. HIGHWAY 81, AT THE HIGHWAY BRIDGE
 JF1113'OVER DRY CREEK, SET IN TOP OF THE WEST END OF THE SOUTH CONCRETE
 JF1113'GUARDRAIL BASE FOR THE WESTBOUND LANE OF THE HIGHWAY, 16 FEET
 JF1113'SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE
 JF1113'THE LEVEL OF THE HIGHWAY.  SECTION 36, T 13 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1312 ***********************************************************************
 JF1312  DESIGNATION -  G 338 RESET
 JF1312  PID         -  JF1312
 JF1312  STATE/COUNTY-  KS/SALINE
 JF1312  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1312
 JF1312                         *CURRENT SURVEY CONTROL
 JF1312  ___________________________________________________________________
 JF1312* NAD 83(1986)-  38 52 37.     (N)    097 36 16.     (W)     SCALED    
 JF1312* NAVD 88     -       373.627  (meters)    1225.81   (feet)  ADJUSTED  
 JF1312  ___________________________________________________________________
 JF1312  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 JF1312  DYNAMIC HT  -         373.378 (meters)    1224.99  (feet)  COMP
 JF1312  MODELED GRAV-     979,951.0   (mgal)                       NAVD 88
 JF1312
 JF1312  VERT ORDER  -  FIRST     CLASS II
 JF1312
 JF1312.The horizontal coordinates were scaled from a topographic map and have
 JF1312.an estimated accuracy of +/- 6 seconds.
 JF1312
 JF1312.The orthometric height was determined by differential leveling
 JF1312.and adjusted by the National Geodetic Survey in June 1991..
 JF1312
 JF1312.The geoid height was determined by GEOID03.
 JF1312
 JF1312.The dynamic height is computed by dividing the NAVD 88
 JF1312.geopotential number by the normal gravity value computed on the
 JF1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1312.degrees latitude (g = 980.6199 gals.).
 JF1312
 JF1312.The modeled gravity was interpolated from observed gravity values.
 JF1312
 JF1312;                    North         East    Units  Estimated Accuracy
 JF1312;SPC KS N     -    60,420.      434,320.      MT  (+/- 180 meters Scaled)
 JF1312
 JF1312                          SUPERSEDED SURVEY CONTROL
 JF1312
 JF1312.No superseded survey control is available for this station.
 JF1312
 JF1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ210040(NAD 83)
 JF1312_MARKER: P = PIPE CAP
 JF1312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JF1312_SP_SET: BERSTEIN PIPE MARKER
 JF1312_STAMPING: G 338 RESET 1979
 JF1312_MARK LOGO: NGS   
 JF1312_PROJECTION: PROJECTING 2 CENTIMETERS
 JF1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1312_ROD/PIPE-DEPTH: 1.2  meters
 JF1312
 JF1312  HISTORY     - Date     Condition        Report By
 JF1312  HISTORY     - 1979     MONUMENTED       NGS
 JF1312  HISTORY     - 1986     GOOD             NGS
 JF1312
 JF1312                          STATION DESCRIPTION
 JF1312
 JF1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1312'IN SALINA.
 JF1312'IN SALINA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND MULBERRY
 JF1312'CREEK, ON THE WEST BANK OF THE CREEK, 13.7 M (44.9 FT) SOUTH OF THE
 JF1312'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 12.2 M (40.0 FT)
 JF1312'NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, AND
 JF1312'0.3 M (1.0 FT) EAST OF A METAL GUARD RAIL.
 JF1312'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 JF1312'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1155 ***********************************************************************
 JF1155  DESIGNATION -  G 339
 JF1155  PID         -  JF1155
 JF1155  STATE/COUNTY-  KS/SALINE
 JF1155  USGS QUAD   -  ASSARIA (1978)
 JF1155
 JF1155                         *CURRENT SURVEY CONTROL
 JF1155  ___________________________________________________________________
 JF1155* NAD 83(1986)-  38 40 57.     (N)    097 37 08.     (W)     SCALED    
 JF1155* NAVD 88     -       391.202  (meters)    1283.47   (feet)  ADJUSTED  
 JF1155  ___________________________________________________________________
 JF1155  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF1155  DYNAMIC HT  -         390.931 (meters)    1282.58  (feet)  COMP
 JF1155  MODELED GRAV-     979,924.5   (mgal)                       NAVD 88
 JF1155
 JF1155  VERT ORDER  -  FIRST     CLASS II
 JF1155
 JF1155.The horizontal coordinates were scaled from a topographic map and have
 JF1155.an estimated accuracy of +/- 6 seconds.
 JF1155
 JF1155.The orthometric height was determined by differential leveling
 JF1155.and adjusted by the National Geodetic Survey in June 1991..
 JF1155
 JF1155.The geoid height was determined by GEOID03.
 JF1155
 JF1155.The dynamic height is computed by dividing the NAVD 88
 JF1155.geopotential number by the normal gravity value computed on the
 JF1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1155.degrees latitude (g = 980.6199 gals.).
 JF1155
 JF1155.The modeled gravity was interpolated from observed gravity values.
 JF1155
 JF1155;                    North         East    Units  Estimated Accuracy
 JF1155;SPC KS N     -    38,830.      433,160.      MT  (+/- 180 meters Scaled)
 JF1155
 JF1155                          SUPERSEDED SURVEY CONTROL
 JF1155
 JF1155  NGVD 29 (??/??/92)  391.085  (m)         1283.08   (f) ADJ UNCH    1 2
 JF1155
 JF1155.Superseded values are not recommended for survey control.
 JF1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1155.See file dsdata.txt to determine how the superseded data were derived.
 JF1155
 JF1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH201824(NAD 83)
 JF1155_MARKER: DB = BENCH MARK DISK
 JF1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1155_SP_SET: CONCRETE POST
 JF1155_STAMPING: G 339 1970
 JF1155_MARK LOGO: CGS   
 JF1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1155+STABILITY: SURFACE MOTION
 JF1155
 JF1155  HISTORY     - Date     Condition        Report By
 JF1155  HISTORY     - 1970     MONUMENTED       NGS
 JF1155  HISTORY     - 1986     GOOD             NGS
 JF1155
 JF1155                          STATION DESCRIPTION
 JF1155
 JF1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1155'11.3 MI S FROM SALINA.
 JF1155'ABOUT 11.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1155'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, AT
 JF1155'HIGHWAY UNDERPASS NUMBER 5-02 AT THE ASSARIA EXIT, IN THE MEDIAN
 JF1155'BETWEEN THE TWO LANES OF THE HIGHWAY, 38 1/2 FEET EAST OF THE
 JF1155'CENTER LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY, 9 FEET
 JF1155'NORTHWEST OF THE SOUTH LEG OF THE CENTER PIER OF THE UNDERPASS,
 JF1155'9 FEET SOUTHWEST OF THE NORTH LEG OF THE CENTER PIER OF THE
 JF1155'UNDERPASS, 1.2 FEET EAST OF A METAL GUARD RAIL, 1.4 FEET NORTH
 JF1155'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JF1155'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 JF1155'FOOT.  SECTION 2 AND 11, T 16 S, R 3 W.
 JF1155
 JF1155                          STATION RECOVERY (1986)
 JF1155
 JF1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0044 ***********************************************************************
 HH0044  DESIGNATION -  G 34
 HH0044  PID         -  HH0044
 HH0044  STATE/COUNTY-  KS/FORD
 HH0044  USGS QUAD   -  DODGE CITY SW (1984)
 HH0044
 HH0044                         *CURRENT SURVEY CONTROL
 HH0044  ___________________________________________________________________
 HH0044* NAD 83(1986)-  37 47 03.     (N)    100 11 00.     (W)     SCALED    
 HH0044* NAVD 88     -       778.981  (meters)    2555.71   (feet)  ADJUSTED  
 HH0044  ___________________________________________________________________
 HH0044  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 HH0044  DYNAMIC HT  -         778.310 (meters)    2553.51  (feet)  COMP
 HH0044  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 HH0044
 HH0044  VERT ORDER  -  FIRST     CLASS II
 HH0044
 HH0044.The horizontal coordinates were scaled from a topographic map and have
 HH0044.an estimated accuracy of +/- 6 seconds.
 HH0044
 HH0044.The orthometric height was determined by differential leveling
 HH0044.and adjusted by the National Geodetic Survey in June 1991..
 HH0044
 HH0044.The geoid height was determined by GEOID03.
 HH0044
 HH0044.The dynamic height is computed by dividing the NAVD 88
 HH0044.geopotential number by the normal gravity value computed on the
 HH0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0044.degrees latitude (g = 980.6199 gals.).
 HH0044
 HH0044.The modeled gravity was interpolated from observed gravity values.
 HH0044
 HH0044;                    North         East    Units  Estimated Accuracy
 HH0044;SPC KS S     -   525,360.      251,730.      MT  (+/- 180 meters Scaled)
 HH0044
 HH0044                          SUPERSEDED SURVEY CONTROL
 HH0044
 HH0044  NGVD 29 (??/??/92)  778.636  (m)         2554.57   (f) ADJ UNCH    1 2
 HH0044
 HH0044.Superseded values are not recommended for survey control.
 HH0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0044.See file dsdata.txt to determine how the superseded data were derived.
 HH0044
 HH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG958825(NAD 83)
 HH0044_MARKER: DB = BENCH MARK DISK
 HH0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0044_STAMPING: G 34 1934
 HH0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0044+STABILITY: SURFACE MOTION
 HH0044
 HH0044  HISTORY     - Date     Condition        Report By
 HH0044  HISTORY     - 1934     MONUMENTED       CGS
 HH0044  HISTORY     - 1965     MARK NOT FOUND   USGS
 HH0044  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0044
 HH0044                          STATION DESCRIPTION
 HH0044
 HH0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0044'9.6 MI W FROM DODGE CITY.
 HH0044'ABOUT 9.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0044'RAILWAY FROM THE STATION AT DODGE CITY, FORD COUNTY, OPPOSITE
 HH0044'MILEPOST 362, 33 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK,
 HH0044'AND 30 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 50 S.  A
 HH0044'STANDARD DISK, STAMPED G 34 1934 AND SET IN THE TOP OF A CONCRETE
 HH0044'POST.
 HH0044
 HH0044                          STATION RECOVERY (1965)
 HH0044
 HH0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HH0044'MARK NOT FOUND.
 HH0044
 HH0044                          STATION RECOVERY (1986)
 HH0044
 HH0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0044'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0939 ***********************************************************************
 JF0939  DESIGNATION -  G 340
 JF0939  PID         -  JF0939
 JF0939  STATE/COUNTY-  KS/MCPHERSON
 JF0939  USGS QUAD   -  GALVA (1985)
 JF0939
 JF0939                         *CURRENT SURVEY CONTROL
 JF0939  ___________________________________________________________________
 JF0939* NAD 83(1986)-  38 22 35.     (N)    097 37 14.     (W)     SCALED    
 JF0939* NAVD 88     -       463.160  (meters)    1519.55   (feet)  ADJUSTED  
 JF0939  ___________________________________________________________________
 JF0939  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 JF0939  DYNAMIC HT  -         462.825 (meters)    1518.45  (feet)  COMP
 JF0939  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 JF0939
 JF0939  VERT ORDER  -  FIRST     CLASS II
 JF0939
 JF0939.The horizontal coordinates were scaled from a topographic map and have
 JF0939.an estimated accuracy of +/- 6 seconds.
 JF0939
 JF0939.The orthometric height was determined by differential leveling
 JF0939.and adjusted by the National Geodetic Survey in June 1991..
 JF0939.WARNING-Repeat measurements at this control monument indicate possible
 JF0939.vertical movement.
 JF0939
 JF0939.The geoid height was determined by GEOID03.
 JF0939
 JF0939.The dynamic height is computed by dividing the NAVD 88
 JF0939.geopotential number by the normal gravity value computed on the
 JF0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0939.degrees latitude (g = 980.6199 gals.).
 JF0939
 JF0939.The modeled gravity was interpolated from observed gravity values.
 JF0939
 JF0939;                    North         East    Units  Estimated Accuracy
 JF0939;SPC KS S     -   590,120.      476,840.      MT  (+/- 180 meters Scaled)
 JF0939
 JF0939                          SUPERSEDED SURVEY CONTROL
 JF0939
 JF0939  NGVD 29 (??/??/92)  462.982  (m)         1518.97   (f) ADJ UNCH    1 2
 JF0939
 JF0939.Superseded values are not recommended for survey control.
 JF0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0939.See file dsdata.txt to determine how the superseded data were derived.
 JF0939
 JF0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH204484(NAD 83)
 JF0939_MARKER: DB = BENCH MARK DISK
 JF0939_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF0939_SP_SET: BRIDGE ABUTMENT
 JF0939_STAMPING: G 340 1970
 JF0939_MARK LOGO: CGS   
 JF0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0939+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1998
 JF0939
 JF0939  HISTORY     - Date     Condition        Report By
 JF0939  HISTORY     - 1970     MONUMENTED       NGS
 JF0939  HISTORY     - 1986     GOOD             NGS
 JF0939  HISTORY     - 19980115 GOOD             NGS
 JF0939
 JF0939                          STATION DESCRIPTION
 JF0939
 JF0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0939'AT MC PHERSON.
 JF0939'ABOUT 0.4 MILE NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE HIGHWAY
 JF0939'UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, SET IN THE TOP OF
 JF0939'THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE MORE WESTERLY
 JF0939'HIGHWAY OVERPASS FOR A PAVED ROAD WHICH IS OLD U.S. HIGHWAY 56, 21
 JF0939'FEET EAST OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE
 JF0939'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 26, T 19 S,
 JF0939'R 3 W.
 JF0939
 JF0939                          STATION RECOVERY (1986)
 JF0939
 JF0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0939'RECOVERED IN GOOD CONDITION.
 JF0939
 JF0939                          STATION RECOVERY (1998)
 JF0939
 JF0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 JF0939'0.6 KM (0.35 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 135 FROM THE
 JF0939'JUNCTION OF U.S.  HIGHWAY 56 IN MCPHERSON (EXIT 60) , IN TOP OF AND
 JF0939'1.5 M (4.9 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 JF0939'THE SOUTHBOUND HIGHWAY OVERPASS OF COUNTY ROAD 1065, 16.6 M (54.5 FT)
 JF0939'SOUTH OF THE ROAD CENTER, 6.4 M (21.0 FT) EAST OF THE HIGHWAY CENTER,
 JF0939'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1118 ***********************************************************************
 JF1118  DESIGNATION -  G 341
 JF1118  PID         -  JF1118
 JF1118  STATE/COUNTY-  KS/SALINE
 JF1118  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1118
 JF1118                         *CURRENT SURVEY CONTROL
 JF1118  ___________________________________________________________________
 JF1118* NAD 83(1986)-  38 53 25.     (N)    097 34 32.     (W)     SCALED    
 JF1118* NAVD 88     -       370.232  (meters)    1214.67   (feet)  ADJUSTED  
 JF1118  ___________________________________________________________________
 JF1118  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1118  DYNAMIC HT  -         369.986 (meters)    1213.86  (feet)  COMP
 JF1118  MODELED GRAV-     979,953.9   (mgal)                       NAVD 88
 JF1118
 JF1118  VERT ORDER  -  FIRST     CLASS II
 JF1118
 JF1118.The horizontal coordinates were scaled from a topographic map and have
 JF1118.an estimated accuracy of +/- 6 seconds.
 JF1118
 JF1118.The orthometric height was determined by differential leveling
 JF1118.and adjusted by the National Geodetic Survey in June 1991..
 JF1118
 JF1118.The geoid height was determined by GEOID03.
 JF1118
 JF1118.The dynamic height is computed by dividing the NAVD 88
 JF1118.geopotential number by the normal gravity value computed on the
 JF1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1118.degrees latitude (g = 980.6199 gals.).
 JF1118
 JF1118.The modeled gravity was interpolated from observed gravity values.
 JF1118
 JF1118;                    North         East    Units  Estimated Accuracy
 JF1118;SPC KS N     -    61,910.      436,820.      MT  (+/- 180 meters Scaled)
 JF1118
 JF1118                          SUPERSEDED SURVEY CONTROL
 JF1118
 JF1118  NGVD 29 (??/??/92)  370.135  (m)         1214.35   (f) ADJ UNCH    1 2
 JF1118
 JF1118.Superseded values are not recommended for survey control.
 JF1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1118.See file dsdata.txt to determine how the superseded data were derived.
 JF1118
 JF1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ235055(NAD 83)
 JF1118_MARKER: DB = BENCH MARK DISK
 JF1118_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF1118_SP_SET: COPPER-CLAD STEEL ROD
 JF1118_STAMPING: G 341 1970
 JF1118_MARK LOGO: CGS   
 JF1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1118
 JF1118  HISTORY     - Date     Condition        Report By
 JF1118  HISTORY     - 1970     MONUMENTED       NGS
 JF1118  HISTORY     - 1986     GOOD             NGS
 JF1118
 JF1118                          STATION DESCRIPTION
 JF1118
 JF1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1118'2.2 MI E FROM SALINA.
 JF1118'ABOUT 2.25 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF1118'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, ABOUT 0.65 MILE
 JF1118'NORTHEAST OF THE NORTHEAST END OF THE HIGHWAY BRIDGE OVER
 JF1118'SALINE RIVER, 91 FEET NORTHWEST OF THE CENTER LINE OF THE
 JF1118'WESTBOUND LANE OF THE HIGHWAY, 47 1/2 FEET NORTHWEST OF THE
 JF1118'NORTHWEST ONE OF THREE STEEL I BEAMS SUPPORTING OHIO ST. CAMP
 JF1118'WEBSTER ROAD EAST SALINA EXIT 1 MILE SIGN, 4.8 FEET SOUTHWEST
 JF1118'OF THE SOUTHWEST ONE OF TWO BRACE POSTS FOR THE RIGHT-OF-WAY
 JF1118'FENCE LINE, 0.8 FOOT SOUTHEAST OF THE FENCE LINE, 0.5 FOOT
 JF1118'SOUTHEAST OF A STEEL WITNESS POST, AND IS A DISK ON THE TOP OF A
 JF1118'COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A
 JF1118'4 INCH PLASTIC PIPE WHICH PROJECTS 0.6 FOOT.  THE ROD WAS
 JF1118'DRIVEN TO REFUSAL AT A DEPTH OF 54.6 FEET.  SECTION 30, T 13 S,
 JF1118'R 2 W.
 JF1118
 JF1118                          STATION RECOVERY (1986)
 JF1118
 JF1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0253 ***********************************************************************
 KF0253  DESIGNATION -  G 342
 KF0253  PID         -  KF0253
 KF0253  STATE/COUNTY-  KS/GEARY
 KF0253  USGS QUAD   -  JUNCTION CITY (1982)
 KF0253
 KF0253                         *CURRENT SURVEY CONTROL
 KF0253  ___________________________________________________________________
 KF0253* NAD 83(1986)-  39 02 45.     (N)    096 45 39.     (W)     SCALED    
 KF0253* NAVD 88     -       326.945  (meters)    1072.65   (feet)  ADJUSTED  
 KF0253  ___________________________________________________________________
 KF0253  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 KF0253  DYNAMIC HT  -         326.722 (meters)    1071.92  (feet)  COMP
 KF0253  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 KF0253
 KF0253  VERT ORDER  -  SECOND    CLASS 0
 KF0253
 KF0253.The horizontal coordinates were scaled from a topographic map and have
 KF0253.an estimated accuracy of +/- 6 seconds.
 KF0253
 KF0253.The orthometric height was determined by differential leveling
 KF0253.and adjusted by the National Geodetic Survey in June 1991..
 KF0253
 KF0253.The geoid height was determined by GEOID03.
 KF0253
 KF0253.The dynamic height is computed by dividing the NAVD 88
 KF0253.geopotential number by the normal gravity value computed on the
 KF0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0253.degrees latitude (g = 980.6199 gals.).
 KF0253
 KF0253.The modeled gravity was interpolated from observed gravity values.
 KF0253
 KF0253;                    North         East    Units  Estimated Accuracy
 KF0253;SPC KS N     -    79,830.      507,270.      MT  (+/- 180 meters Scaled)
 KF0253
 KF0253                          SUPERSEDED SURVEY CONTROL
 KF0253
 KF0253  NGVD 29 (??/??/92)  326.830  (m)         1072.27   (f) ADJ UNCH    2 0
 KF0253
 KF0253.Superseded values are not recommended for survey control.
 KF0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0253.See file dsdata.txt to determine how the superseded data were derived.
 KF0253
 KF0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ937242(NAD 83)
 KF0253_MARKER: DB = BENCH MARK DISK
 KF0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0253_SP_SET: CULVERT
 KF0253_STAMPING: G 342 1970
 KF0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0253
 KF0253  HISTORY     - Date     Condition        Report By
 KF0253  HISTORY     - 1970     MONUMENTED       NGS
 KF0253
 KF0253                          STATION DESCRIPTION
 KF0253
 KF0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0253'4.6 MI E FROM JUNCTION CITY.
 KF0253'ABOUT 4.55 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0253'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0253'0.5 MILE NORTHEAST OF OVERPASS NUMBER 11-6 OVER THE HIGHWAY
 KF0253'AT THE MARSHALL FIELD AND FORT RILEY EXIT, 23 FEET NORTHWEST
 KF0253'OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, SET IN
 KF0253'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL
 KF0253'OF A 5-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 0.6 FOOT
 KF0253'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, AND ABOUT LEVEL
 KF0253'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0147 ***********************************************************************
 KF0147  DESIGNATION -  G 343
 KF0147  PID         -  KF0147
 KF0147  STATE/COUNTY-  KS/RILEY
 KF0147  USGS QUAD   -  WAMEGO SW (1978)
 KF0147
 KF0147                         *CURRENT SURVEY CONTROL
 KF0147  ___________________________________________________________________
 KF0147* NAD 83(1986)-  39 03 52.     (N)    096 26 49.     (W)     SCALED    
 KF0147* NAVD 88     -       405.625  (meters)    1330.79   (feet)  ADJUSTED  
 KF0147  ___________________________________________________________________
 KF0147  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 KF0147  DYNAMIC HT  -         405.350 (meters)    1329.89  (feet)  COMP
 KF0147  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 KF0147
 KF0147  VERT ORDER  -  SECOND    CLASS 0
 KF0147
 KF0147.The horizontal coordinates were scaled from a topographic map and have
 KF0147.an estimated accuracy of +/- 6 seconds.
 KF0147
 KF0147.The orthometric height was determined by differential leveling
 KF0147.and adjusted by the National Geodetic Survey in June 1991..
 KF0147
 KF0147.The geoid height was determined by GEOID03.
 KF0147
 KF0147.The dynamic height is computed by dividing the NAVD 88
 KF0147.geopotential number by the normal gravity value computed on the
 KF0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0147.degrees latitude (g = 980.6199 gals.).
 KF0147
 KF0147.The modeled gravity was interpolated from observed gravity values.
 KF0147
 KF0147;                    North         East    Units  Estimated Accuracy
 KF0147;SPC KS N     -    82,310.      534,400.      MT  (+/- 180 meters Scaled)
 KF0147
 KF0147                          SUPERSEDED SURVEY CONTROL
 KF0147
 KF0147  NGVD 29 (??/??/92)  405.486  (m)         1330.33   (f) ADJ UNCH    2 0
 KF0147
 KF0147.Superseded values are not recommended for survey control.
 KF0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0147.See file dsdata.txt to determine how the superseded data were derived.
 KF0147
 KF0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ208270(NAD 83)
 KF0147_MARKER: DB = BENCH MARK DISK
 KF0147_SETTING: 66 = SET IN ROCK OUTCROP
 KF0147_SP_SET: ROCK LEDGE
 KF0147_STAMPING: G 343 1970
 KF0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0147+STABILITY: POSITION/ELEVATION WELL
 KF0147
 KF0147  HISTORY     - Date     Condition        Report By
 KF0147  HISTORY     - 1970     MONUMENTED       NGS
 KF0147
 KF0147                          STATION DESCRIPTION
 KF0147
 KF0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0147'8.3 MI W FROM ALMA.
 KF0147'ABOUT 8.3 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0147'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 1.0 MILE EAST
 KF0147'OF HIGHWAY BRIDGE NUMBER 2-11 OVER A SMALL STREAM, ON THE
 KF0147'INSIDE AND NEAR THE EAST END OF A CURVE IN THE HIGHWAY, SET
 KF0147'IN THE TOP AND 1 FOOT NORTH OF THE SOUTH EDGE OF A 90-FOOT
 KF0147'LONG ROCK LEDGE AT THE EAST END OF A 25-FOOT HIGH CUT FOR
 KF0147'THE HIGHWAY, 54 1/2 FEET NORTH OF THE CENTER LINE OF THE NORTH
 KF0147'LANES OF THE HIGHWAY, 9.5 FEET WEST OF THE SOUTHEAST CORNER
 KF0147'OF THE LEDGE, 1.6 FEET NORTH OF A METAL WITNESS POST, AND ABOUT
 KF0147'LEVEL WITH THE HIGHWAY.  SECTION 30, T 11S, R 9E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0166 ***********************************************************************
 KF0166  DESIGNATION -  G 344
 KF0166  PID         -  KF0166
 KF0166  STATE/COUNTY-  KS/WABAUNSEE
 KF0166  USGS QUAD   -  ALMA (1978)
 KF0166
 KF0166                         *CURRENT SURVEY CONTROL
 KF0166  ___________________________________________________________________
 KF0166* NAD 83(1986)-  39 03 55.     (N)    096 16 12.     (W)     SCALED    
 KF0166* NAVD 88     -       329.532  (meters)    1081.14   (feet)  ADJUSTED  
 KF0166  ___________________________________________________________________
 KF0166  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 KF0166  DYNAMIC HT  -         329.313 (meters)    1080.42  (feet)  COMP
 KF0166  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 KF0166
 KF0166  VERT ORDER  -  SECOND    CLASS 0
 KF0166
 KF0166.The horizontal coordinates were scaled from a topographic map and have
 KF0166.an estimated accuracy of +/- 6 seconds.
 KF0166
 KF0166.The orthometric height was determined by differential leveling
 KF0166.and adjusted by the National Geodetic Survey in June 1991..
 KF0166
 KF0166.The geoid height was determined by GEOID03.
 KF0166
 KF0166.The dynamic height is computed by dividing the NAVD 88
 KF0166.geopotential number by the normal gravity value computed on the
 KF0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0166.degrees latitude (g = 980.6199 gals.).
 KF0166
 KF0166.The modeled gravity was interpolated from observed gravity values.
 KF0166
 KF0166;                    North         East    Units  Estimated Accuracy
 KF0166;SPC KS N     -    82,680.      549,710.      MT  (+/- 180 meters Scaled)
 KF0166
 KF0166                          SUPERSEDED SURVEY CONTROL
 KF0166
 KF0166  NGVD 29 (??/??/92)  329.397  (m)         1080.70   (f) ADJ UNCH    2 0
 KF0166
 KF0166.Superseded values are not recommended for survey control.
 KF0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0166.See file dsdata.txt to determine how the superseded data were derived.
 KF0166
 KF0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ361275(NAD 83)
 KF0166_MARKER: DB = BENCH MARK DISK
 KF0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0166_SP_SET: ABUTMENT
 KF0166_STAMPING: G 344 1970
 KF0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0166
 KF0166  HISTORY     - Date     Condition        Report By
 KF0166  HISTORY     - 1970     MONUMENTED       NGS
 KF0166
 KF0166                          STATION DESCRIPTION
 KF0166
 KF0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0166'1 MI E FROM ALMA.
 KF0166'ABOUT 1.0 MILE EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0166'OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 19 1/2 FEET SOUTH OF THE
 KF0166'CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, SET IN THE TOP
 KF0166'OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE MORE
 KF0166'NORTHERLY OF TWO HIGHWAY BRIDGES OVER PRETTY CREEK, AND ABOUT
 KF0166'LEVEL WITH THE HIGHWAY.  THE MARK MAY ALSO BE REACHED BY GOING
 KF0166'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE CITY HALL
 KF0166'AT ALMA, THENCE ABOUT 1.0 MILE EAST ALONG INTERSTATE HIGHWAY
 KF0166'70.  SECTION 26, T 11S, R 10E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0896 ***********************************************************************
 KE0896  DESIGNATION -  G 345
 KE0896  PID         -  KE0896
 KE0896  STATE/COUNTY-  KS/SHAWNEE
 KE0896  USGS QUAD   -  SILVER LAKE (1983)
 KE0896
 KE0896                         *CURRENT SURVEY CONTROL
 KE0896  ___________________________________________________________________
 KE0896* NAD 83(1986)-  39 03 27.     (N)    095 51 25.     (W)     SCALED    
 KE0896* NAVD 88     -       281.085  (meters)     922.19   (feet)  ADJUSTED  
 KE0896  ___________________________________________________________________
 KE0896  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 KE0896  DYNAMIC HT  -         280.903 (meters)     921.60  (feet)  COMP
 KE0896  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 KE0896
 KE0896  VERT ORDER  -  SECOND    CLASS 0
 KE0896
 KE0896.The horizontal coordinates were scaled from a topographic map and have
 KE0896.an estimated accuracy of +/- 6 seconds.
 KE0896
 KE0896.The orthometric height was determined by differential leveling
 KE0896.and adjusted by the National Geodetic Survey in June 1991..
 KE0896
 KE0896.The geoid height was determined by GEOID03.
 KE0896
 KE0896.The dynamic height is computed by dividing the NAVD 88
 KE0896.geopotential number by the normal gravity value computed on the
 KE0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0896.degrees latitude (g = 980.6199 gals.).
 KE0896
 KE0896.The modeled gravity was interpolated from observed gravity values.
 KE0896
 KE0896;                    North         East    Units  Estimated Accuracy
 KE0896;SPC KS N     -    82,590.      585,470.      MT  (+/- 180 meters Scaled)
 KE0896
 KE0896                          SUPERSEDED SURVEY CONTROL
 KE0896
 KE0896  NGVD 29 (??/??/92)  280.947  (m)          921.74   (f) ADJ UNCH    2 0
 KE0896
 KE0896.Superseded values are not recommended for survey control.
 KE0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0896.See file dsdata.txt to determine how the superseded data were derived.
 KE0896
 KE0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD527270(NAD 83)
 KE0896_MARKER: DB = BENCH MARK DISK
 KE0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0896_SP_SET: GUARDRAIL FOUNDATION
 KE0896_STAMPING: G 345 1970
 KE0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0896
 KE0896  HISTORY     - Date     Condition        Report By
 KE0896  HISTORY     - 1970     MONUMENTED       NGS
 KE0896  HISTORY     - 19870501 GOOD             KSDT
 KE0896
 KE0896                          STATION DESCRIPTION
 KE0896
 KE0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0896'10.3 MI W FROM TOPEKA.
 KE0896'ABOUT 10.3 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0896'HIGHWAY OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 15 1/2 FEET
 KE0896'NORTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET
 KE0896'IN THE TOP OF THE EAST END OF THE CONCRETE FOUNDATION FOR THE
 KE0896'NORTH CONCRETE GUARDRAIL ON THE MORE SOUTHERLY OF TWO HIGHWAY
 KE0896'BRIDGES OVER MISSION CREEK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 KE0896'THE HIGHWAY.  SECTION 33, T 11S, R 14E.
 KE0896
 KE0896                          STATION RECOVERY (1987)
 KE0896
 KE0896'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1987 (WTH)
 KE0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0912 ***********************************************************************
 KE0912  DESIGNATION -  G 346
 KE0912  PID         -  KE0912
 KE0912  STATE/COUNTY-  KS/SHAWNEE
 KE0912  USGS QUAD   -  TOPEKA (1983)
 KE0912
 KE0912                         *CURRENT SURVEY CONTROL
 KE0912  ___________________________________________________________________
 KE0912* NAD 83(1986)-  39 00 02.     (N)    095 42 45.     (W)     SCALED    
 KE0912* NAVD 88     -       290.088  (meters)     951.73   (feet)  ADJUSTED  
 KE0912  ___________________________________________________________________
 KE0912  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 KE0912  DYNAMIC HT  -         289.897 (meters)     951.10  (feet)  COMP
 KE0912  MODELED GRAV-     979,961.5   (mgal)                       NAVD 88
 KE0912
 KE0912  VERT ORDER  -  SECOND    CLASS 0
 KE0912
 KE0912.The horizontal coordinates were scaled from a topographic map and have
 KE0912.an estimated accuracy of +/- 6 seconds.
 KE0912
 KE0912.The orthometric height was determined by differential leveling
 KE0912.and adjusted by the National Geodetic Survey in June 1991..
 KE0912
 KE0912.The geoid height was determined by GEOID03.
 KE0912
 KE0912.The dynamic height is computed by dividing the NAVD 88
 KE0912.geopotential number by the normal gravity value computed on the
 KE0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0912.degrees latitude (g = 980.6199 gals.).
 KE0912
 KE0912.The modeled gravity was interpolated from observed gravity values.
 KE0912
 KE0912;                    North         East    Units  Estimated Accuracy
 KE0912;SPC KS N     -    76,570.      598,130.      MT  (+/- 180 meters Scaled)
 KE0912
 KE0912                          SUPERSEDED SURVEY CONTROL
 KE0912
 KE0912  NGVD 29 (??/??/92)  289.945  (m)          951.26   (f) ADJ UNCH    2 0
 KE0912
 KE0912.Superseded values are not recommended for survey control.
 KE0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0912.See file dsdata.txt to determine how the superseded data were derived.
 KE0912
 KE0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD651203(NAD 83)
 KE0912_MARKER: DB = BENCH MARK DISK
 KE0912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0912_SP_SET: GUARDRAIL FOUNDATION
 KE0912_STAMPING: G 346 1970
 KE0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0912
 KE0912  HISTORY     - Date     Condition        Report By
 KE0912  HISTORY     - 1970     MONUMENTED       NGS
 KE0912  HISTORY     - 19881110 POOR             USPSQD
 KE0912
 KE0912                          STATION DESCRIPTION
 KE0912
 KE0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0912'1.1 MI SE FROM TOPEKA.
 KE0912'ABOUT 1.1 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 470 FROM THE
 KE0912'HIGHWAY OVERPASS FOR GAGE BOULEVARD AT TOPEKA, 16 FEET NORTHEAST
 KE0912'OF THE CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, SET IN
 KE0912'THE TOP OF THE NORTHWEST END OF THE CONCRETE FOUNDATION FOR THE
 KE0912'NORTHEAST CONCRETE GUARDRAIL ON THE MORE SOUTHWESTERLY OF TWO
 KE0912'OVERPASSES FOR WEST 37TH STREET, AND ABOUT 1 FOOT ABOVE THE LEVEL
 KE0912'OF THE HIGHWAY.  SECTION 14, T 12S, R 15E.
 KE0912
 KE0912                          STATION RECOVERY (1988)
 KE0912
 KE0912'RECOVERY NOTE BY US POWER SQUADRON 1988 (BF)
 KE0912'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0967 ***********************************************************************
 JF0967  DESIGNATION -  G 347
 JF0967  PID         -  JF0967
 JF0967  STATE/COUNTY-  KS/MCPHERSON
 JF0967  USGS QUAD   -  MOUNDRIDGE (1978)
 JF0967
 JF0967                         *CURRENT SURVEY CONTROL
 JF0967  ___________________________________________________________________
 JF0967* NAD 83(1986)-  38 13 53.     (N)    097 31 13.     (W)     SCALED    
 JF0967* NAVD 88     -       461.288  (meters)    1513.41   (feet)  ADJUSTED  
 JF0967  ___________________________________________________________________
 JF0967  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 JF0967  DYNAMIC HT  -         460.942 (meters)    1512.27  (feet)  COMP
 JF0967  MODELED GRAV-     979,863.2   (mgal)                       NAVD 88
 JF0967
 JF0967  VERT ORDER  -  SECOND    CLASS 0
 JF0967
 JF0967.The horizontal coordinates were scaled from a topographic map and have
 JF0967.an estimated accuracy of +/- 6 seconds.
 JF0967
 JF0967.The orthometric height was determined by differential leveling
 JF0967.and adjusted by the National Geodetic Survey in June 1991..
 JF0967
 JF0967.The geoid height was determined by GEOID03.
 JF0967
 JF0967.The dynamic height is computed by dividing the NAVD 88
 JF0967.geopotential number by the normal gravity value computed on the
 JF0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0967.degrees latitude (g = 980.6199 gals.).
 JF0967
 JF0967.The modeled gravity was interpolated from observed gravity values.
 JF0967
 JF0967;                    North         East    Units  Estimated Accuracy
 JF0967;SPC KS S     -   574,110.      485,780.      MT  (+/- 180 meters Scaled)
 JF0967
 JF0967                          SUPERSEDED SURVEY CONTROL
 JF0967
 JF0967  NGVD 29 (??/??/92)  461.129  (m)         1512.89   (f) ADJ UNCH    2 0
 JF0967
 JF0967.Superseded values are not recommended for survey control.
 JF0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0967.See file dsdata.txt to determine how the superseded data were derived.
 JF0967
 JF0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH295325(NAD 83)
 JF0967_MARKER: DB = BENCH MARK DISK
 JF0967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0967_SP_SET: BRIDGE
 JF0967_STAMPING: G 347 1972
 JF0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0967
 JF0967  HISTORY     - Date     Condition        Report By
 JF0967  HISTORY     - 1972     MONUMENTED       NGS
 JF0967
 JF0967                          STATION DESCRIPTION
 JF0967
 JF0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0967'12.2 MI SE FROM MC PHERSON.
 JF0967'ABOUT 12.25 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM
 JF0967'THE HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, CEMENTED IN
 JF0967'THE SOUTHWEST CORNER OF A CONCRETE BRIDGE OF THE NORTH BOUND LANE
 JF0967'OF I35W, 19.5 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTH BOUND
 JF0967'LANE, 2.3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 15, T 21 S,
 JF0967'R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0523 ***********************************************************************
 HF0523  DESIGNATION -  G 348
 HF0523  PID         -  HF0523
 HF0523  STATE/COUNTY-  KS/SEDGWICK
 HF0523  USGS QUAD   -  SEDGWICK NE (1978)
 HF0523
 HF0523                         *CURRENT SURVEY CONTROL
 HF0523  ___________________________________________________________________
 HF0523* NAD 83(1986)-  37 53 49.     (N)    097 19 35.     (W)     SCALED    
 HF0523* NAVD 88     -       435.890  (meters)    1430.08   (feet)  ADJUSTED  
 HF0523  ___________________________________________________________________
 HF0523  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0523  DYNAMIC HT  -         435.552 (meters)    1428.97  (feet)  COMP
 HF0523  MODELED GRAV-     979,840.1   (mgal)                       NAVD 88
 HF0523
 HF0523  VERT ORDER  -  SECOND    CLASS 0
 HF0523
 HF0523.The horizontal coordinates were scaled from a topographic map and have
 HF0523.an estimated accuracy of +/- 6 seconds.
 HF0523
 HF0523.The orthometric height was determined by differential leveling
 HF0523.and adjusted by the National Geodetic Survey in June 1991..
 HF0523
 HF0523.The geoid height was determined by GEOID03.
 HF0523
 HF0523.The dynamic height is computed by dividing the NAVD 88
 HF0523.geopotential number by the normal gravity value computed on the
 HF0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0523.degrees latitude (g = 980.6199 gals.).
 HF0523
 HF0523.The modeled gravity was interpolated from observed gravity values.
 HF0523
 HF0523;                    North         East    Units  Estimated Accuracy
 HF0523;SPC KS S     -   537,190.      503,220.      MT  (+/- 180 meters Scaled)
 HF0523
 HF0523                          SUPERSEDED SURVEY CONTROL
 HF0523
 HF0523  NGVD 29 (??/??/92)  435.735  (m)         1429.57   (f) ADJ UNCH    2 0
 HF0523
 HF0523.Superseded values are not recommended for survey control.
 HF0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0523.See file dsdata.txt to determine how the superseded data were derived.
 HF0523
 HF0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG471957(NAD 83)
 HF0523_MARKER: DB = BENCH MARK DISK
 HF0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0523_STAMPING: G 348 1972
 HF0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0523+STABILITY: SURFACE MOTION
 HF0523
 HF0523  HISTORY     - Date     Condition        Report By
 HF0523  HISTORY     - 1972     MONUMENTED       NGS
 HF0523
 HF0523                          STATION DESCRIPTION
 HF0523
 HF0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0523'9.4 MI N FROM WICHITA.
 HF0523'ABOUT 9.45 MILE NORTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0523'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF
 HF0523'WICHITA, 95.5 FEET WEST OF THE CENTER LINE OF THE NORTH BOUND
 HF0523'LANE OF INTERSTATE HIGHWAY 35 W, 5.5 FEET NORTH OF A METAL WITNESS
 HF0523'POST, 1.2 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE CORNER POST,
 HF0523'SET IN THE TOP OF A CONCRETE POST AT A JOG IN THE RIGHT-OF-WAY
 HF0523'FENCE FLUSH WITH THE GROUND, AND ABOUT 2 FEET BELOW THE SOUTH
 HF0523'BOUND LANE.  SECTION 9, T 25 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0552 ***********************************************************************
 HH0552  DESIGNATION -  G 35
 HH0552  PID         -  HH0552
 HH0552  STATE/COUNTY-  KS/GRANT
 HH0552  USGS QUAD   -  BIG BOW (1959)
 HH0552
 HH0552                         *CURRENT SURVEY CONTROL
 HH0552  ___________________________________________________________________
 HH0552* NAD 83(1986)-  37 33 44.     (N)    101 31 35.     (W)     SCALED    
 HH0552* NAVD 88     -       952.585  (meters)    3125.27   (feet)  ADJUSTED  
 HH0552  ___________________________________________________________________
 HH0552  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 HH0552  DYNAMIC HT  -         951.671 (meters)    3122.27  (feet)  COMP
 HH0552  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 HH0552
 HH0552  VERT ORDER  -  SECOND    CLASS 0
 HH0552
 HH0552.The horizontal coordinates were scaled from a topographic map and have
 HH0552.an estimated accuracy of +/- 6 seconds.
 HH0552
 HH0552.The orthometric height was determined by differential leveling
 HH0552.and adjusted by the National Geodetic Survey in June 1991..
 HH0552
 HH0552.The geoid height was determined by GEOID03.
 HH0552
 HH0552.The dynamic height is computed by dividing the NAVD 88
 HH0552.geopotential number by the normal gravity value computed on the
 HH0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0552.degrees latitude (g = 980.6199 gals.).
 HH0552
 HH0552.The modeled gravity was interpolated from observed gravity values.
 HH0552
 HH0552;                    North         East    Units  Estimated Accuracy
 HH0552;SPC KS S     -   503,730.      132,670.      MT  (+/- 180 meters Scaled)
 HH0552
 HH0552                          SUPERSEDED SURVEY CONTROL
 HH0552
 HH0552  NGVD 29 (??/??/92)  952.181  (m)         3123.95   (f) ADJ UNCH    2 0
 HH0552
 HH0552.Superseded values are not recommended for survey control.
 HH0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0552.See file dsdata.txt to determine how the superseded data were derived.
 HH0552
 HH0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG768602(NAD 83)
 HH0552_MARKER: P = PIPE CAP
 HH0552_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HH0552_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HH0552_STAMPING: 3117 G 35
 HH0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0552
 HH0552  HISTORY     - Date     Condition        Report By
 HH0552  HISTORY     - UNK      MONUMENTED       USGS
 HH0552  HISTORY     - 1939     GOOD             NGS
 HH0552
 HH0552                          STATION DESCRIPTION
 HH0552
 HH0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 HH0552'1.9 MI E FROM BIG BOW.
 HH0552'IN GRANT COUNTY, 1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND
 HH0552'SANTA FE RAILWAY, FROM THE STATION AT BIG BOW, STANTON COUNTY,
 HH0552'5-1/2 POLES EAST OF MILEPOST 33, AT THE GRANT-STANTON COUNTY
 HH0552'LINE, AT A ROAD CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE
 HH0552'TRACK, 18 FEET WEST OF THE CENTERLINE OF THE ROAD, 15 FEET EAST
 HH0552'OF A FENCE, AND 4 FEET NORTH OF A WOODEN CULVERT UNDER THE
 HH0552'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 HH0552'3117 G 35 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0603 ***********************************************************************
 HG0603  DESIGNATION -  G 35
 HG0603  PID         -  HG0603
 HG0603  STATE/COUNTY-  KS/KIOWA
 HG0603  USGS QUAD   -  MULLINVILLE (1969)
 HG0603
 HG0603                         *CURRENT SURVEY CONTROL
 HG0603  ___________________________________________________________________
 HG0603* NAD 83(1986)-  37 34 45.     (N)    099 29 44.     (W)     SCALED    
 HG0603* NAVD 88     -       709.650  (meters)    2328.24   (feet)  ADJUSTED  
 HG0603  ___________________________________________________________________
 HG0603  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 HG0603  DYNAMIC HT  -         709.030 (meters)    2326.21  (feet)  COMP
 HG0603  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 HG0603
 HG0603  VERT ORDER  -  FIRST     CLASS II
 HG0603
 HG0603.The horizontal coordinates were scaled from a topographic map and have
 HG0603.an estimated accuracy of +/- 6 seconds.
 HG0603
 HG0603.The orthometric height was determined by differential leveling
 HG0603.and adjusted by the National Geodetic Survey in June 1991..
 HG0603
 HG0603.The geoid height was determined by GEOID03.
 HG0603
 HG0603.The dynamic height is computed by dividing the NAVD 88
 HG0603.geopotential number by the normal gravity value computed on the
 HG0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0603.degrees latitude (g = 980.6199 gals.).
 HG0603
 HG0603.The modeled gravity was interpolated from observed gravity values.
 HG0603
 HG0603;                    North         East    Units  Estimated Accuracy
 HG0603;SPC KS S     -   501,740.      312,070.      MT  (+/- 180 meters Scaled)
 HG0603
 HG0603                          SUPERSEDED SURVEY CONTROL
 HG0603
 HG0603  NGVD 29 (??/??/92)  709.330  (m)         2327.19   (f) ADJ UNCH    1 2
 HG0603
 HG0603.Superseded values are not recommended for survey control.
 HG0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0603.See file dsdata.txt to determine how the superseded data were derived.
 HG0603
 HG0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG562592(NAD 83)
 HG0603_MARKER: DB = BENCH MARK DISK
 HG0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0603_STAMPING: G 35 1934
 HG0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0603+STABILITY: SURFACE MOTION
 HG0603
 HG0603  HISTORY     - Date     Condition        Report By
 HG0603  HISTORY     - 1934     MONUMENTED       CGS
 HG0603  HISTORY     - 1968     MARK NOT FOUND   NGS
 HG0603  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0603
 HG0603                          STATION DESCRIPTION
 HG0603
 HG0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0603'1.2 MI W FROM MULLINVILLE.
 HG0603'IN KIOWA COUNTY, ABOUT 1-1/4 MILES WEST ALONG THE CHICAGO, ROCK
 HG0603'ISLAND AND PACIFIC RAILWAY FROM THE STATION AT MULLINVILLE, FORD
 HG0603'COUNTY, 154 FEET SOUTHEAST OF MILEPOST 340, AT A PRIVATE ROAD
 HG0603'CROSSING, 45.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND
 HG0603'11 FEET WEST OF THE MIDDLE OF A GATE.  A STANDARD DISK STAMPED
 HG0603'G 35 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0603
 HG0603                          STATION RECOVERY (1968)
 HG0603
 HG0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HG0603'MARK NOT FOUND.
 HG0603
 HG0603                          STATION RECOVERY (1986)
 HG0603
 HG0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0603'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0616 ***********************************************************************
 HH0616  DESIGNATION -  G 352
 HH0616  PID         -  HH0616
 HH0616  STATE/COUNTY-  KS/FINNEY
 HH0616  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0616
 HH0616                         *CURRENT SURVEY CONTROL
 HH0616  ___________________________________________________________________
 HH0616* NAD 83(1986)-  37 55 56.     (N)    100 47 05.     (W)     SCALED    
 HH0616* NAVD 88     -       852.533  (meters)    2797.02   (feet)  ADJUSTED  
 HH0616  ___________________________________________________________________
 HH0616  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 HH0616  DYNAMIC HT  -         851.776 (meters)    2794.54  (feet)  COMP
 HH0616  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 HH0616
 HH0616  VERT ORDER  -  FIRST     CLASS II
 HH0616
 HH0616.The horizontal coordinates were scaled from a topographic map and have
 HH0616.an estimated accuracy of +/- 6 seconds.
 HH0616
 HH0616.The orthometric height was determined by differential leveling
 HH0616.and adjusted by the National Geodetic Survey in June 1991..
 HH0616
 HH0616.The geoid height was determined by GEOID03.
 HH0616
 HH0616.The dynamic height is computed by dividing the NAVD 88
 HH0616.geopotential number by the normal gravity value computed on the
 HH0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0616.degrees latitude (g = 980.6199 gals.).
 HH0616
 HH0616.The modeled gravity was interpolated from observed gravity values.
 HH0616
 HH0616;                    North         East    Units  Estimated Accuracy
 HH0616;SPC KS S     -   542,920.      199,180.      MT  (+/- 180 meters Scaled)
 HH0616
 HH0616                          SUPERSEDED SURVEY CONTROL
 HH0616
 HH0616.No superseded survey control is available for this station.
 HH0616
 HH0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG431997(NAD 83)
 HH0616_MARKER: I = METAL ROD
 HH0616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0616_SP_SET: STAINLESS STEEL ROD
 HH0616_STAMPING: G 352 1986
 HH0616_MARK LOGO: NGS   
 HH0616_PROJECTION: FLUSH
 HH0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0616_ROD/PIPE-DEPTH: 18.3 meters
 HH0616
 HH0616  HISTORY     - Date     Condition        Report By
 HH0616  HISTORY     - 1986     MONUMENTED       NGS
 HH0616
 HH0616                          STATION DESCRIPTION
 HH0616
 HH0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0616'9.3 KM (5.8 MI) EAST FROM GARDEN CITY.
 HH0616'4.1 KM (2.55 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 HH0616'HIGHWAY 83 IN GARDEN CITY, THENCE 0.50 KM (0.31 MI) SOUTH ALONG A
 HH0616'PAVED COUNTY ROAD, THENCE 4.73 KM (2.95 MI) SOUTHEAST ALONG A BLADED
 HH0616'ROAD PARALLELLING THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 10.8
 HH0616'METERS (35.5 FT) NORTHEAST OF THE CENTER OF THE ROAD, 39.1 METERS
 HH0616'(128.5 FT) SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING THE
 HH0616'TRACKS, 31.1 METERS (102 FT) WEST ACROSS THE TRACKS FROM RAILROAD
 HH0616'MILEPOLE 397, 11.3 METERS (37 FT) SOUTHWEST OF THE SOUTHWEST RAIL AND
 HH0616'2.2 METERS (7.5 FT) SOUTHEAST OF THE FIRST TELEPHONE POLE SOUTHEAST OF
 HH0616'THE CROSSING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HH0616'LOGO CAP.
 HH0616'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 HH0616'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0640 ***********************************************************************
 HH0640  DESIGNATION -  G 353
 HH0640  PID         -  HH0640
 HH0640  STATE/COUNTY-  KS/FORD
 HH0640  USGS QUAD   -  DODGE CITY (1984)
 HH0640
 HH0640                         *CURRENT SURVEY CONTROL
 HH0640  ___________________________________________________________________
 HH0640* NAD 83(1986)-  37 45 15.     (N)    100 02 34.     (W)     SCALED    
 HH0640* NAVD 88     -       763.345  (meters)    2504.41   (feet)  ADJUSTED  
 HH0640  ___________________________________________________________________
 HH0640  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 HH0640  DYNAMIC HT  -         762.683 (meters)    2502.24  (feet)  COMP
 HH0640  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 HH0640
 HH0640  VERT ORDER  -  FIRST     CLASS II
 HH0640
 HH0640.The horizontal coordinates were scaled from a topographic map and have
 HH0640.an estimated accuracy of +/- 6 seconds.
 HH0640
 HH0640.The orthometric height was determined by differential leveling
 HH0640.and adjusted by the National Geodetic Survey in June 1991..
 HH0640
 HH0640.The geoid height was determined by GEOID03.
 HH0640
 HH0640.The dynamic height is computed by dividing the NAVD 88
 HH0640.geopotential number by the normal gravity value computed on the
 HH0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0640.degrees latitude (g = 980.6199 gals.).
 HH0640
 HH0640.The modeled gravity was interpolated from observed gravity values.
 HH0640
 HH0640;                    North         East    Units  Estimated Accuracy
 HH0640;SPC KS S     -   521,820.      264,060.      MT  (+/- 180 meters Scaled)
 HH0640
 HH0640                          SUPERSEDED SURVEY CONTROL
 HH0640
 HH0640.No superseded survey control is available for this station.
 HH0640
 HH0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG081790(NAD 83)
 HH0640_MARKER: DB = BENCH MARK DISK
 HH0640_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HH0640_SP_SET: HEADWALL
 HH0640_STAMPING: G 353 1986
 HH0640_MARK LOGO: NGS   
 HH0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0640
 HH0640  HISTORY     - Date     Condition        Report By
 HH0640  HISTORY     - 1986     MONUMENTED       NGS
 HH0640
 HH0640                          STATION DESCRIPTION
 HH0640
 HH0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0640'2.0 KM (1.25 MI) WEST FROM DODGE CITY.
 HH0640'2.07 KM (1.29 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 HH0640'HIGHWAYS 56 AND 283 AT DODGE CITY, IN THE WEST END OF A HEADWALL FOR A
 HH0640'DOUBLE BOX CULVERT UNDER THE HOLIDAY MOTEL, 9.7 METERS (32 FT) NORTH
 HH0640'OF THE NORTH CURB OF THE HIGHWAY AND 21.0 METERS (69 FT) EAST OF THE
 HH0640'SOUTHEAST CORNER OF THE WEST WING OF THE MOTEL.
 HH0640'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0658 ***********************************************************************
 HG0658  DESIGNATION -  G 354
 HG0658  PID         -  HG0658
 HG0658  STATE/COUNTY-  KS/FORD
 HG0658  USGS QUAD   -  BUCKLIN SE (1969)
 HG0658
 HG0658                         *CURRENT SURVEY CONTROL
 HG0658  ___________________________________________________________________
 HG0658* NAD 83(1986)-  37 33 22.     (N)    099 36 51.     (W)     SCALED    
 HG0658* NAVD 88     -       723.337  (meters)    2373.15   (feet)  ADJUSTED  
 HG0658  ___________________________________________________________________
 HG0658  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 HG0658  DYNAMIC HT  -         722.700 (meters)    2371.06  (feet)  COMP
 HG0658  MODELED GRAV-     979,725.5   (mgal)                       NAVD 88
 HG0658
 HG0658  VERT ORDER  -  FIRST     CLASS II
 HG0658
 HG0658.The horizontal coordinates were scaled from a topographic map and have
 HG0658.an estimated accuracy of +/- 6 seconds.
 HG0658
 HG0658.The orthometric height was determined by differential leveling
 HG0658.and adjusted by the National Geodetic Survey in June 1991..
 HG0658
 HG0658.The geoid height was determined by GEOID03.
 HG0658
 HG0658.The dynamic height is computed by dividing the NAVD 88
 HG0658.geopotential number by the normal gravity value computed on the
 HG0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0658.degrees latitude (g = 980.6199 gals.).
 HG0658
 HG0658.The modeled gravity was interpolated from observed gravity values.
 HG0658
 HG0658;                    North         East    Units  Estimated Accuracy
 HG0658;SPC KS S     -   499,300.      301,560.      MT  (+/- 180 meters Scaled)
 HG0658
 HG0658                          SUPERSEDED SURVEY CONTROL
 HG0658
 HG0658.No superseded survey control is available for this station.
 HG0658
 HG0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG457567(NAD 83)
 HG0658_MARKER: I = METAL ROD
 HG0658_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0658_SP_SET: STAINLESS STEEL ROD
 HG0658_STAMPING: G 354 1986
 HG0658_MARK LOGO: NGS   
 HG0658_PROJECTION: FLUSH
 HG0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0658_ROD/PIPE-DEPTH: 7.3  meters
 HG0658
 HG0658  HISTORY     - Date     Condition        Report By
 HG0658  HISTORY     - 1986     MONUMENTED       NGS
 HG0658
 HG0658                          STATION DESCRIPTION
 HG0658
 HG0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0658'1.8 KM (1.1 MI) NE FROM BUCKLIN.
 HG0658'1.85 KM (1.15 MI) NORTHEAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF
 HG0658'STATE HIGHWAY 34 AT BUCKLIN, IN THE WEST CORNER OF THE T JUNCTION OF A
 HG0658'DIRT ROAD, 0.34 KM (0.2 MI) NORTHEAST OF MILEPOST 89, 23.1 METERS (76
 HG0658'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 31.2 METERS (102.5 FT)
 HG0658'SOUTHEAST OF THE SOUTHEAST RAIL OF THE CHICAGO, ROCK ISLAND AND
 HG0658'PACIFIC RAILROAD, 27.1 METERS (89 FT) SOUTHWEST OF THE CENTER OF THE
 HG0658'ROAD AND 0.6 METER (2 FT) EAST OF A CONCRETE RIGHT OF WAY POST.
 HG0658'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0658'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 HG0658'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0756 ***********************************************************************
 HG0756  DESIGNATION -  G 355
 HG0756  PID         -  HG0756
 HG0756  STATE/COUNTY-  KS/HARPER
 HG0756  USGS QUAD   -  ANTHONY (1983)
 HG0756
 HG0756                         *CURRENT SURVEY CONTROL
 HG0756  ___________________________________________________________________
 HG0756* NAD 83(1986)-  37 08 16.     (N)    098 01 48.     (W)     SCALED    
 HG0756* NAVD 88     -       403.014  (meters)    1322.22   (feet)  ADJUSTED  
 HG0756  ___________________________________________________________________
 HG0756  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HG0756  DYNAMIC HT  -         402.676 (meters)    1321.11  (feet)  COMP
 HG0756  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 HG0756
 HG0756  VERT ORDER  -  FIRST     CLASS II
 HG0756
 HG0756.The horizontal coordinates were scaled from a topographic map and have
 HG0756.an estimated accuracy of +/- 6 seconds.
 HG0756
 HG0756.The orthometric height was determined by differential leveling
 HG0756.and adjusted by the National Geodetic Survey in June 1991..
 HG0756
 HG0756.The geoid height was determined by GEOID03.
 HG0756
 HG0756.The dynamic height is computed by dividing the NAVD 88
 HG0756.geopotential number by the normal gravity value computed on the
 HG0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0756.degrees latitude (g = 980.6199 gals.).
 HG0756
 HG0756.The modeled gravity was interpolated from observed gravity values.
 HG0756
 HG0756;                    North         East    Units  Estimated Accuracy
 HG0756;SPC KS S     -   452,390.      441,760.      MT  (+/- 180 meters Scaled)
 HG0756
 HG0756                          SUPERSEDED SURVEY CONTROL
 HG0756
 HG0756.No superseded survey control is available for this station.
 HG0756
 HG0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG861105(NAD 83)
 HG0756_MARKER: I = METAL ROD
 HG0756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0756_SP_SET: STAINLESS STEEL ROD
 HG0756_STAMPING: G 355 1986
 HG0756_MARK LOGO: NGS   
 HG0756_PROJECTION: FLUSH
 HG0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0756_ROD/PIPE-DEPTH: 6.4  meters
 HG0756
 HG0756  HISTORY     - Date     Condition        Report By
 HG0756  HISTORY     - 1986     MONUMENTED       NGS
 HG0756
 HG0756                          STATION DESCRIPTION
 HG0756
 HG0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0756'1.4 KM (0.85 MI) SOUTH FROM ANTHONY.
 HG0756'1.4 KM (0.9 MI) SOUTH ALONG STATE HIGHWAY 179 FROM THE JUNCTION OF
 HG0756'STATE HIGHWAY 44 AT ANTHONY, AT THE CROSSING OF THE ATCHISON, TOPEKA
 HG0756'AND SANTA FE RAILROAD, 17.3 METERS (56.8 FT) WEST OF THE HIGHWAY
 HG0756'CENTERLINE, 25.8 METERS (84.5 FT) NORTH OF THE CENTER OF A GRAVEL
 HG0756'ROAD, 13.7 METERS (45 FT) SOUTH OF THE SOUTH RAIL, 0.8 METER (2.5 FT)
 HG0756'NORTH OF A VERTICALLY SET RAIL AND 0.5 METER (1.8 FT) EAST OF THE
 HG0756'SOUTH END OF A FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0756'5-INCH LOGO CAP.
 HG0756'THE MARK IS 0.31 METERS  E FROM  A WITNESS POST
 HG0756'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0682 ***********************************************************************
 HG0682  DESIGNATION -  G 357
 HG0682  PID         -  HG0682
 HG0682  STATE/COUNTY-  KS/KIOWA
 HG0682  USGS QUAD   -  HAVILAND (1968)
 HG0682
 HG0682                         *CURRENT SURVEY CONTROL
 HG0682  ___________________________________________________________________
 HG0682* NAD 83(1986)-  37 36 58.     (N)    099 05 16.     (W)     SCALED    
 HG0682* NAVD 88     -       654.976  (meters)    2148.87   (feet)  ADJUSTED  
 HG0682  ___________________________________________________________________
 HG0682  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 HG0682  DYNAMIC HT  -         654.417 (meters)    2147.03  (feet)  COMP
 HG0682  MODELED GRAV-     979,755.4   (mgal)                       NAVD 88
 HG0682
 HG0682  VERT ORDER  -  FIRST     CLASS II
 HG0682
 HG0682.The horizontal coordinates were scaled from a topographic map and have
 HG0682.an estimated accuracy of +/- 6 seconds.
 HG0682
 HG0682.The orthometric height was determined by differential leveling
 HG0682.and adjusted by the National Geodetic Survey in June 1991..
 HG0682
 HG0682.The geoid height was determined by GEOID03.
 HG0682
 HG0682.The dynamic height is computed by dividing the NAVD 88
 HG0682.geopotential number by the normal gravity value computed on the
 HG0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0682.degrees latitude (g = 980.6199 gals.).
 HG0682
 HG0682.The modeled gravity was interpolated from observed gravity values.
 HG0682
 HG0682;                    North         East    Units  Estimated Accuracy
 HG0682;SPC KS S     -   505,540.      348,110.      MT  (+/- 180 meters Scaled)
 HG0682
 HG0682                          SUPERSEDED SURVEY CONTROL
 HG0682
 HG0682.No superseded survey control is available for this station.
 HG0682
 HG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG922632(NAD 83)
 HG0682_MARKER: I = METAL ROD
 HG0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0682_SP_SET: STAINLESS STEEL ROD
 HG0682_STAMPING: G 357 1986
 HG0682_MARK LOGO: NGS   
 HG0682_PROJECTION: FLUSH
 HG0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0682_ROD/PIPE-DEPTH: 11.0 meters
 HG0682
 HG0682  HISTORY     - Date     Condition        Report By
 HG0682  HISTORY     - 1986     MONUMENTED       NGS
 HG0682
 HG0682                          STATION DESCRIPTION
 HG0682
 HG0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0682'1.6 KM (1.0 MI) EAST FROM HAVILAND.
 HG0682'1.65 KM (1.05 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN
 HG0682'STREET AT HAVILAND, IN THE NORTHEAST CORNER OF THE JUNCTION OF A DIRT
 HG0682'ROAD, 0.2 KM (0.13 MI) WEST OF MILEPOST 119, 18.6 METERS (61 FT) NORTH
 HG0682'OF THE HIGHWAY CENTERLINE, 27.3 METERS (89.5 FT) EAST OF THE CENTER OF
 HG0682'THE ROAD, 14.3 METERS (47 FT) SOUTH OF THE SOUTH RAIL OF THE CHICAGO,
 HG0682'ROCK ISLAND AND PACIFIC RAILROAD AND 0.5 METER (1.5 FT) WEST OF A
 HG0682'CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 HG0682'THROUGH A 5-INCH LOGO CAP.
 HG0682'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0682'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0436 ***********************************************************************
 JH0436  DESIGNATION -  G 358
 JH0436  PID         -  JH0436
 JH0436  STATE/COUNTY-  KS/FINNEY
 JH0436  USGS QUAD   -  TENNIS (1976)
 JH0436
 JH0436                         *CURRENT SURVEY CONTROL
 JH0436  ___________________________________________________________________
 JH0436* NAD 83(1986)-  38 11 07.     (N)    100 53 02.     (W)     SCALED    
 JH0436* NAVD 88     -       882.667  (meters)    2895.88   (feet)  ADJUSTED  
 JH0436  ___________________________________________________________________
 JH0436  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 JH0436  DYNAMIC HT  -         881.905 (meters)    2893.38  (feet)  COMP
 JH0436  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 JH0436
 JH0436  VERT ORDER  -  FIRST     CLASS II
 JH0436
 JH0436.The horizontal coordinates were scaled from a topographic map and have
 JH0436.an estimated accuracy of +/- 6 seconds.
 JH0436
 JH0436.The orthometric height was determined by differential leveling
 JH0436.and adjusted by the National Geodetic Survey in June 1991..
 JH0436
 JH0436.The geoid height was determined by GEOID03.
 JH0436
 JH0436.The dynamic height is computed by dividing the NAVD 88
 JH0436.geopotential number by the normal gravity value computed on the
 JH0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0436.degrees latitude (g = 980.6199 gals.).
 JH0436
 JH0436.The modeled gravity was interpolated from observed gravity values.
 JH0436
 JH0436;                    North         East    Units  Estimated Accuracy
 JH0436;SPC KS S     -   571,210.      191,180.      MT  (+/- 180 meters Scaled)
 JH0436
 JH0436                          SUPERSEDED SURVEY CONTROL
 JH0436
 JH0436.No superseded survey control is available for this station.
 JH0436
 JH0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH350280(NAD 83)
 JH0436_MARKER: DB = BENCH MARK DISK
 JH0436_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JH0436+WITH SETTING: PAVEMENT
 JH0436_SP_SET: WELL PAD
 JH0436_STAMPING: G 358 1986
 JH0436_MARK LOGO: NGS   
 JH0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JH0436+STABILITY: POSITION/ELEVATION WELL
 JH0436
 JH0436  HISTORY     - Date     Condition        Report By
 JH0436  HISTORY     - 1986     MONUMENTED       NGS
 JH0436
 JH0436                          STATION DESCRIPTION
 JH0436
 JH0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0436'23.5 KM (14.6 MI) NORTH FROM GARDEN CITY.
 JH0436'23.5 KM (14.7 MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0436'HIGHWAY 50 WEST AT GARDEN CITY, IN TOP OF AND 0.7 METER (2.5 FT) EAST
 JH0436'OF THE NORTHWEST CORNER OF A 5 BY 12 FOOT CONCRETE WELL PAD ATTACHED
 JH0436'TO A WELL CASING 170-FEET DEEP, 0.7 KM (0.42 MI) SOUTH OF MILEPOST 86
 JH0436'34.7 METERS (114 FT) WEST OF THE HIGHWAY CENTERLINE, 31.7 METERS ( FT)
 JH0436'NORTH OF THE CENTER OF A FIELD ACCESS ROAD AND 0.6 METER (2 FT NORTH
 JH0436'OF THE CENTER OF THE IRRIGATION PUMP.
 JH0436'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0701 ***********************************************************************
 HG0701  DESIGNATION -  G 359
 HG0701  PID         -  HG0701
 HG0701  STATE/COUNTY-  KS/PRATT
 HG0701  USGS QUAD   -  PRATT (1968)
 HG0701
 HG0701                         *CURRENT SURVEY CONTROL
 HG0701  ___________________________________________________________________
 HG0701* NAD 83(1986)-  37 41 28.     (N)    098 44 21.     (W)     SCALED    
 HG0701* NAVD 88     -       592.138  (meters)    1942.71   (feet)  ADJUSTED  
 HG0701  ___________________________________________________________________
 HG0701  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 HG0701  DYNAMIC HT  -         591.645 (meters)    1941.09  (feet)  COMP
 HG0701  MODELED GRAV-     979,779.1   (mgal)                       NAVD 88
 HG0701
 HG0701  VERT ORDER  -  FIRST     CLASS II
 HG0701
 HG0701.The horizontal coordinates were scaled from a topographic map and have
 HG0701.an estimated accuracy of +/- 6 seconds.
 HG0701
 HG0701.The orthometric height was determined by differential leveling
 HG0701.and adjusted by the National Geodetic Survey in June 1991..
 HG0701
 HG0701.The geoid height was determined by GEOID03.
 HG0701
 HG0701.The dynamic height is computed by dividing the NAVD 88
 HG0701.geopotential number by the normal gravity value computed on the
 HG0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0701.degrees latitude (g = 980.6199 gals.).
 HG0701
 HG0701.The modeled gravity was interpolated from observed gravity values.
 HG0701
 HG0701;                    North         East    Units  Estimated Accuracy
 HG0701;SPC KS S     -   513,730.      378,910.      MT  (+/- 180 meters Scaled)
 HG0701
 HG0701                          SUPERSEDED SURVEY CONTROL
 HG0701
 HG0701.No superseded survey control is available for this station.
 HG0701
 HG0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG229715(NAD 83)
 HG0701_MARKER: I = METAL ROD
 HG0701_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0701_SP_SET: STAINLESS STEEL ROD
 HG0701_STAMPING: G 359 1986
 HG0701_MARK LOGO: NGS   
 HG0701_PROJECTION: FLUSH
 HG0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0701_ROD/PIPE-DEPTH: 7.3  meters
 HG0701
 HG0701  HISTORY     - Date     Condition        Report By
 HG0701  HISTORY     - 1986     MONUMENTED       NGS
 HG0701
 HG0701                          STATION DESCRIPTION
 HG0701
 HG0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0701'4.9 KM (3.05 MI) NORTH FROM PRATT.
 HG0701'4.96 KM (3.10 MI) NORTH ALONG US HIGHWAY 281 FROM THE JUNCTION OF US
 HG0701'HIGHWAY 54 AT PRATT, 0.12 KM (0.07 MI) NORTH OF A ROAD CROSSING,
 HG0701'15.5 METERS (51 FT) WEST OF THE HIGHWAY CENTERLINE, 69.5 METERS (228
 HG0701'FT) SOUTHWEST ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A METAL
 HG0701'BUILDING WITH 4 BAY DOORS AND 0.4 METER (1.5 FT) SOUTH OF A CONCRETE
 HG0701'RIGHT OF WAY MARKER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0701'5-INCH LOGO CAP.
 HG0701'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HG0701'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0253 ***********************************************************************
 HH0253  DESIGNATION -  G 36
 HH0253  PID         -  HH0253
 HH0253  STATE/COUNTY-  KS/GRANT
 HH0253  USGS QUAD   -  ULYSSES SW (1978)
 HH0253
 HH0253                         *CURRENT SURVEY CONTROL
 HH0253  ___________________________________________________________________
 HH0253* NAD 83(1986)-  37 33 44.     (N)    101 28 18.     (W)     SCALED    
 HH0253* NAVD 88     -       949.242  (meters)    3114.30   (feet)  ADJUSTED  
 HH0253  ___________________________________________________________________
 HH0253  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 HH0253  DYNAMIC HT  -         948.339 (meters)    3111.34  (feet)  COMP
 HH0253  MODELED GRAV-     979,646.8   (mgal)                       NAVD 88
 HH0253
 HH0253  VERT ORDER  -  SECOND    CLASS 0
 HH0253
 HH0253.The horizontal coordinates were scaled from a topographic map and have
 HH0253.an estimated accuracy of +/- 6 seconds.
 HH0253
 HH0253.The orthometric height was determined by differential leveling
 HH0253.and adjusted by the National Geodetic Survey in June 1991..
 HH0253
 HH0253.The geoid height was determined by GEOID03.
 HH0253
 HH0253.The dynamic height is computed by dividing the NAVD 88
 HH0253.geopotential number by the normal gravity value computed on the
 HH0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0253.degrees latitude (g = 980.6199 gals.).
 HH0253
 HH0253.The modeled gravity was interpolated from observed gravity values.
 HH0253
 HH0253;                    North         East    Units  Estimated Accuracy
 HH0253;SPC KS S     -   503,580.      137,500.      MT  (+/- 180 meters Scaled)
 HH0253
 HH0253                          SUPERSEDED SURVEY CONTROL
 HH0253
 HH0253  NGVD 29 (??/??/92)  948.844  (m)         3113.00   (f) ADJ UNCH    2 0
 HH0253
 HH0253.Superseded values are not recommended for survey control.
 HH0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0253.See file dsdata.txt to determine how the superseded data were derived.
 HH0253
 HH0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG816601(NAD 83)
 HH0253_MARKER: P = PIPE CAP
 HH0253_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HH0253_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HH0253_STAMPING: 3106 G 36
 HH0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0253
 HH0253  HISTORY     - Date     Condition        Report By
 HH0253  HISTORY     - UNK      MONUMENTED       USGS
 HH0253  HISTORY     - 1935     GOOD             NGS
 HH0253
 HH0253                          STATION DESCRIPTION
 HH0253
 HH0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HH0253'4.9 MI E FROM BIG BOW.
 HH0253'IN GRANT COUNTY, 4.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND
 HH0253'SANTA FE RAILWAY FROM THE STATION AT BIG BOW, STANTON COUNTY,
 HH0253'6.4 FEET MILES WEST OF THE STATION AT ULYSSES, GRANT COUNTY,
 HH0253'5-1/2 POLES EAST OF MILEPOST 30, AT A ROAD CROSSING, 50 FEET
 HH0253'NORTH OF THE CENTERLINE OF THE TRACK, 30 FEET WEST OF THE
 HH0253'CENTERLINE OF THE ROAD, AND 9 FEET NORTH OF A FENCE CORNER.  A
 HH0253'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3106 G 36
 HH0253'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0354 ***********************************************************************
 HG0354  DESIGNATION -  G 36
 HG0354  PID         -  HG0354
 HG0354  STATE/COUNTY-  KS/PRATT
 HG0354  USGS QUAD   -  PRATT (1968)
 HG0354
 HG0354                         *CURRENT SURVEY CONTROL
 HG0354  ___________________________________________________________________
 HG0354* NAD 83(1986)-  37 38 15.     (N)    098 41 38.     (W)     SCALED    
 HG0354* NAVD 88     -       558.169  (meters)    1831.26   (feet)  ADJUSTED  
 HG0354  ___________________________________________________________________
 HG0354  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 HG0354  DYNAMIC HT  -         557.700 (meters)    1829.72  (feet)  COMP
 HG0354  MODELED GRAV-     979,772.3   (mgal)                       NAVD 88
 HG0354
 HG0354  VERT ORDER  -  FIRST     CLASS II
 HG0354
 HG0354.The horizontal coordinates were scaled from a topographic map and have
 HG0354.an estimated accuracy of +/- 6 seconds.
 HG0354
 HG0354.The orthometric height was determined by differential leveling
 HG0354.and adjusted by the National Geodetic Survey in June 1991..
 HG0354
 HG0354.The geoid height was determined by GEOID03.
 HG0354
 HG0354.The dynamic height is computed by dividing the NAVD 88
 HG0354.geopotential number by the normal gravity value computed on the
 HG0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0354.degrees latitude (g = 980.6199 gals.).
 HG0354
 HG0354.The modeled gravity was interpolated from observed gravity values.
 HG0354
 HG0354;                    North         East    Units  Estimated Accuracy
 HG0354;SPC KS S     -   507,770.      382,890.      MT  (+/- 180 meters Scaled)
 HG0354
 HG0354                          SUPERSEDED SURVEY CONTROL
 HG0354
 HG0354  NGVD 29 (??/??/92)  557.934  (m)         1830.49   (f) ADJ UNCH    1 2
 HG0354
 HG0354.Superseded values are not recommended for survey control.
 HG0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0354.See file dsdata.txt to determine how the superseded data were derived.
 HG0354
 HG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG270656(NAD 83)
 HG0354_MARKER: DB = BENCH MARK DISK
 HG0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0354_STAMPING: G 36 1934
 HG0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0354+STABILITY: SURFACE MOTION
 HG0354
 HG0354  HISTORY     - Date     Condition        Report By
 HG0354  HISTORY     - 1934     MONUMENTED       CGS
 HG0354  HISTORY     - 1960     GOOD             NGS
 HG0354
 HG0354                          STATION DESCRIPTION
 HG0354
 HG0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HG0354'2.4 MI E FROM PRATT.
 HG0354'ABOUT 2.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0354'RAILWAY FROM THE STATION AT PRATT, PRATT COUNTY, ABOUT 500 FEET EAST
 HG0354'OF MILEPOST 77, 104 FEET WEST OF STATE HIGHWAY 64 LEADING TO A
 HG0354'STATE FISH HATCHERY, AND 42 FEET NORTH OF THE CENTER LINE OF THE
 HG0354'TRACK, 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED G 36
 HG0354'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0733 ***********************************************************************
 HG0733  DESIGNATION -  G 360
 HG0733  PID         -  HG0733
 HG0733  STATE/COUNTY-  KS/KINGMAN
 HG0733  USGS QUAD   -  KINGMAN NW (1967)
 HG0733
 HG0733                         *CURRENT SURVEY CONTROL
 HG0733  ___________________________________________________________________
 HG0733* NAD 83(1986)-  37 38 44.     (N)    098 14 46.     (W)     SCALED    
 HG0733* NAVD 88     -       477.470  (meters)    1566.50   (feet)  ADJUSTED  
 HG0733  ___________________________________________________________________
 HG0733  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 HG0733  DYNAMIC HT  -         477.072 (meters)    1565.19  (feet)  COMP
 HG0733  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 HG0733
 HG0733  VERT ORDER  -  FIRST     CLASS II
 HG0733
 HG0733.The horizontal coordinates were scaled from a topographic map and have
 HG0733.an estimated accuracy of +/- 6 seconds.
 HG0733
 HG0733.The orthometric height was determined by differential leveling
 HG0733.and adjusted by the National Geodetic Survey in June 1991..
 HG0733
 HG0733.The geoid height was determined by GEOID03.
 HG0733
 HG0733.The dynamic height is computed by dividing the NAVD 88
 HG0733.geopotential number by the normal gravity value computed on the
 HG0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0733.degrees latitude (g = 980.6199 gals.).
 HG0733
 HG0733.The modeled gravity was interpolated from observed gravity values.
 HG0733
 HG0733;                    North         East    Units  Estimated Accuracy
 HG0733;SPC KS S     -   508,670.      422,410.      MT  (+/- 180 meters Scaled)
 HG0733
 HG0733                          SUPERSEDED SURVEY CONTROL
 HG0733
 HG0733.No superseded survey control is available for this station.
 HG0733
 HG0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG665667(NAD 83)
 HG0733_MARKER: I = METAL ROD
 HG0733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0733_SP_SET: STAINLESS STEEL ROD
 HG0733_STAMPING: G 360 1986
 HG0733_MARK LOGO: NGS   
 HG0733_PROJECTION: FLUSH
 HG0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0733_ROD/PIPE-DEPTH: 7.9  meters
 HG0733
 HG0733  HISTORY     - Date     Condition        Report By
 HG0733  HISTORY     - 1986     MONUMENTED       NGS
 HG0733  HISTORY     - 1987     GOOD             NGS
 HG0733
 HG0733                          STATION DESCRIPTION
 HG0733
 HG0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0733'11.8 KM (7.35 MI) WEST FROM KINGMAN.
 HG0733'11.87 KM (7.41 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF STATE
 HG0733'HIGHWAY 14 SOUTH AT KINGMAN, IN THE NORTHWEST CORNER OF THE JUNCTION
 HG0733'OF A DIRT ROAD, 0.05 KM (0.03 MI) WEST OF A SMALL BRIDGE, 0.28 KM
 HG0733'(0.18 MI) EAST OF MILEPOST 165, 54.5 METERS (179 FT) NORTH OF THE
 HG0733'HIGHWAY CENTERLINE, 7.6 METERS (25 FT) WEST OF THE CENTER OF THE ROAD
 HG0733'AND 0.4 METER (1.5 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT
 HG0733'IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0733'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HG0733'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 HG0733
 HG0733                          STATION RECOVERY (1987)
 HG0733
 HG0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HG0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0478 ***********************************************************************
 JH0478  DESIGNATION -  G 361
 JH0478  PID         -  JH0478
 JH0478  STATE/COUNTY-  KS/LOGAN
 JH0478  USGS QUAD   -  ELKADER (1974)
 JH0478
 JH0478                         *CURRENT SURVEY CONTROL
 JH0478  ___________________________________________________________________
 JH0478* NAD 83(1986)-  38 49 12.     (N)    100 51 17.     (W)     SCALED    
 JH0478* NAVD 88     -       843.877  (meters)    2768.62   (feet)  ADJUSTED  
 JH0478  ___________________________________________________________________
 JH0478  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JH0478  DYNAMIC HT  -         843.206 (meters)    2766.42  (feet)  COMP
 JH0478  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 JH0478
 JH0478  VERT ORDER  -  FIRST     CLASS II
 JH0478
 JH0478.The horizontal coordinates were scaled from a topographic map and have
 JH0478.an estimated accuracy of +/- 6 seconds.
 JH0478
 JH0478.The orthometric height was determined by differential leveling
 JH0478.and adjusted by the National Geodetic Survey in June 1991..
 JH0478
 JH0478.The geoid height was determined by GEOID03.
 JH0478
 JH0478.The dynamic height is computed by dividing the NAVD 88
 JH0478.geopotential number by the normal gravity value computed on the
 JH0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0478.degrees latitude (g = 980.6199 gals.).
 JH0478
 JH0478.The modeled gravity was interpolated from observed gravity values.
 JH0478
 JH0478;                    North         East    Units  Estimated Accuracy
 JH0478;SPC KS N     -    57,930.      152,130.      MT  (+/- 180 meters Scaled)
 JH0478
 JH0478                          SUPERSEDED SURVEY CONTROL
 JH0478
 JH0478  NGVD 29 (02/14/92)  843.547  (m)         2767.54   (f) ADJUSTED    1 2
 JH0478
 JH0478.Superseded values are not recommended for survey control.
 JH0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0478.See file dsdata.txt to determine how the superseded data were derived.
 JH0478
 JH0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH389984(NAD 83)
 JH0478_MARKER: I = METAL ROD
 JH0478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0478_SP_SET: STAINLESS STEEL ROD
 JH0478_STAMPING: G 361 1986
 JH0478_MARK LOGO: NGS   
 JH0478_PROJECTION: FLUSH
 JH0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0478_ROD/PIPE-DEPTH: 8.2  meters
 JH0478
 JH0478  HISTORY     - Date     Condition        Report By
 JH0478  HISTORY     - 1986     MONUMENTED       NGS
 JH0478
 JH0478                          STATION DESCRIPTION
 JH0478
 JH0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0478'32.9 KM (20.45 MI) SOUTH FROM OAKLEY.
 JH0478'32.89 KM (20.55 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0478'HIGHWAY 40 AT OAKLEY, NEAR A FENCE T JUNCTION, 0.62 KM (0.38 MI) SOUTH
 JH0478'OF MILEPOST 131, 14.8 METERS (48.5 FT) WEST OF THE HIGHWAY CENTERLINE,
 JH0478'30.3 METERS (99.5 FT) SOUTH OF THE FENCE T JUNCTION, 0.7 METER (2.5
 JH0478'FT) NORTH OF A CONCRETE RIGHT OF WAY POST AND 0.4 METER (1.5 FT) EAST
 JH0478'OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JH0478'CAP.
 JH0478'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0478'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0576 ***********************************************************************
 KH0576  DESIGNATION -  G 362
 KH0576  PID         -  KH0576
 KH0576  STATE/COUNTY-  KS/GOVE
 KH0576  USGS QUAD   -  PARK (1979)
 KH0576
 KH0576                         *CURRENT SURVEY CONTROL
 KH0576  ___________________________________________________________________
 KH0576* NAD 83(1986)-  39 05 17.     (N)    100 16 00.     (W)     SCALED    
 KH0576* NAVD 88     -       819.343  (meters)    2688.13   (feet)  ADJUSTED  
 KH0576  ___________________________________________________________________
 KH0576  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 KH0576  DYNAMIC HT  -         818.715 (meters)    2686.07  (feet)  COMP
 KH0576  MODELED GRAV-     979,832.7   (mgal)                       NAVD 88
 KH0576
 KH0576  VERT ORDER  -  FIRST     CLASS II
 KH0576
 KH0576.The horizontal coordinates were scaled from a topographic map and have
 KH0576.an estimated accuracy of +/- 6 seconds.
 KH0576
 KH0576.The orthometric height was determined by differential leveling
 KH0576.and adjusted by the National Geodetic Survey in June 1991..
 KH0576
 KH0576.The geoid height was determined by GEOID03.
 KH0576
 KH0576.The dynamic height is computed by dividing the NAVD 88
 KH0576.geopotential number by the normal gravity value computed on the
 KH0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0576.degrees latitude (g = 980.6199 gals.).
 KH0576
 KH0576.The modeled gravity was interpolated from observed gravity values.
 KH0576
 KH0576;                    North         East    Units  Estimated Accuracy
 KH0576;SPC KS N     -    86,240.      203,920.      MT  (+/- 180 meters Scaled)
 KH0576
 KH0576                          SUPERSEDED SURVEY CONTROL
 KH0576
 KH0576  NGVD 29 (02/14/92)  819.030  (m)         2687.10   (f) ADJUSTED    1 2
 KH0576
 KH0576.Superseded values are not recommended for survey control.
 KH0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0576.See file dsdata.txt to determine how the superseded data were derived.
 KH0576
 KH0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ904273(NAD 83)
 KH0576_MARKER: I = METAL ROD
 KH0576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KH0576_SP_SET: STAINLESS STEEL ROD
 KH0576_STAMPING: G 362 1986
 KH0576_MARK LOGO: NGS   
 KH0576_PROJECTION: FLUSH
 KH0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0576_ROD/PIPE-DEPTH: 11.0 meters
 KH0576
 KH0576  HISTORY     - Date     Condition        Report By
 KH0576  HISTORY     - 1986     MONUMENTED       NGS
 KH0576
 KH0576                          STATION DESCRIPTION
 KH0576
 KH0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KH0576'3.3 KM (2.05 MI) WEST FROM QUINTER.
 KH0576'3.34 KM (2.08 MI) WEST ALONG OLD US HIGHWAY 40 FROM THE JUNCTION OF
 KH0576'MAIN STREET AT QUINTER, AT THE SOUTHEAST END OF A CURVE, 32.9 METERS
 KH0576'(108 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 16.7 METERS (55 FT)
 KH0576'SOUTHWEST OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD AND
 KH0576'1.0 METER (3.5 FT) NORTH OF A POWER POLE WITH A GUY WIRE.
 KH0576'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KH0576'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KH0576'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0667 ***********************************************************************
 HH0667  DESIGNATION -  G 363
 HH0667  PID         -  HH0667
 HH0667  STATE/COUNTY-  KS/KEARNY
 HH0667  USGS QUAD   -  LAKIN (1978)
 HH0667
 HH0667                         *CURRENT SURVEY CONTROL
 HH0667  ___________________________________________________________________
 HH0667* NAD 83(1986)-  37 56 39.     (N)    101 15 38.     (W)     SCALED    
 HH0667* NAVD 88     -       916.942  (meters)    3008.33   (feet)  ADJUSTED  
 HH0667  ___________________________________________________________________
 HH0667  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HH0667  DYNAMIC HT  -         916.100 (meters)    3005.57  (feet)  COMP
 HH0667  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 HH0667
 HH0667  VERT ORDER  -  FIRST     CLASS II
 HH0667
 HH0667.The horizontal coordinates were scaled from a topographic map and have
 HH0667.an estimated accuracy of +/- 6 seconds.
 HH0667
 HH0667.The orthometric height was determined by differential leveling
 HH0667.and adjusted by the National Geodetic Survey in June 1991..
 HH0667
 HH0667.The geoid height was determined by GEOID03.
 HH0667
 HH0667.The dynamic height is computed by dividing the NAVD 88
 HH0667.geopotential number by the normal gravity value computed on the
 HH0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0667.degrees latitude (g = 980.6199 gals.).
 HH0667
 HH0667.The modeled gravity was interpolated from observed gravity values.
 HH0667
 HH0667;                    North         East    Units  Estimated Accuracy
 HH0667;SPC KS S     -   545,380.      157,400.      MT  (+/- 180 meters Scaled)
 HH0667
 HH0667                          SUPERSEDED SURVEY CONTROL
 HH0667
 HH0667.No superseded survey control is available for this station.
 HH0667
 HH0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH013020(NAD 83)
 HH0667_MARKER: I = METAL ROD
 HH0667_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HH0667_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HH0667_STAMPING: G 363 1986
 HH0667_MARK LOGO: NGS   
 HH0667_PROJECTION: FLUSH
 HH0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0667+STABILITY: POSITION/ELEVATION WELL
 HH0667_ROD/PIPE-DEPTH: 17.1 meters
 HH0667_SLEEVE-DEPTH  : 6.1 meters
 HH0667
 HH0667  HISTORY     - Date     Condition        Report By
 HH0667  HISTORY     - 1986     MONUMENTED       NGS
 HH0667  HISTORY     - 20030603 GOOD             USGS
 HH0667
 HH0667                          STATION DESCRIPTION
 HH0667
 HH0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0667'IN LAKIN.
 HH0667'IN LAKIN, AT THE JUNCTION OF BUFFALO STREET AND RUSSEL ROAD, IN THE
 HH0667'EAST CORNER OF A GRASSY AREA FOR A FLAG POLE, 31.1 METERS (102 FT)
 HH0667'EAST OF THE CENTER OF THE STREET, 11.7 METERS (38.3 FT) EAST OF A
 HH0667'LARGE STEEL FLAG POLE, 8.2 METERS (27 FT) SOUTH OF THE CENTER OF THE
 HH0667'ROAD, 27.1 METERS (89 FT) NORTHWEST OF THE NORTHWEST CORNER OF A FENCE
 HH0667'AROUND THE SWIMMING POOL, 24.2 METERS (79.5 FT) NORTHEAST OF A FIRE
 HH0667'HYDRANT AND 4.6 METERS (15 FT) WEST OF THE CENTER OF A ROAD LEADING TO
 HH0667'THE POOL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HH0667'CAP.
 HH0667'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 HH0667
 HH0667                          STATION RECOVERY (2003)
 HH0667
 HH0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (RWG)
 HH0667'FOUND AT THE EAST END OF A CONCRETE ISLAND NEAR FLAG POLE AT CITY
 HH0667'SWIMMING POOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0461 ***********************************************************************
 JH0461  DESIGNATION -  G 364
 JH0461  PID         -  JH0461
 JH0461  STATE/COUNTY-  KS/SCOTT
 JH0461  USGS QUAD   -  LAKE SCOTT SW (1978)
 JH0461
 JH0461                         *CURRENT SURVEY CONTROL
 JH0461  ___________________________________________________________________
 JH0461* NAD 83(1986)-  38 35 01.     (N)    100 54 26.     (W)     SCALED    
 JH0461* NAVD 88     -       908.636  (meters)    2981.08   (feet)  ADJUSTED  
 JH0461  ___________________________________________________________________
 JH0461  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 JH0461  DYNAMIC HT  -         907.876 (meters)    2978.59  (feet)  COMP
 JH0461  MODELED GRAV-     979,761.8   (mgal)                       NAVD 88
 JH0461
 JH0461  VERT ORDER  -  FIRST     CLASS II
 JH0461
 JH0461.The horizontal coordinates were scaled from a topographic map and have
 JH0461.an estimated accuracy of +/- 6 seconds.
 JH0461
 JH0461.The orthometric height was determined by differential leveling
 JH0461.and adjusted by the National Geodetic Survey in June 1991..
 JH0461
 JH0461.The geoid height was determined by GEOID03.
 JH0461
 JH0461.The dynamic height is computed by dividing the NAVD 88
 JH0461.geopotential number by the normal gravity value computed on the
 JH0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0461.degrees latitude (g = 980.6199 gals.).
 JH0461
 JH0461.The modeled gravity was interpolated from observed gravity values.
 JH0461
 JH0461;                    North         East    Units  Estimated Accuracy
 JH0461;SPC KS S     -   615,470.      190,280.      MT  (+/- 180 meters Scaled)
 JH0461
 JH0461                          SUPERSEDED SURVEY CONTROL
 JH0461
 JH0461.No superseded survey control is available for this station.
 JH0461
 JH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH338722(NAD 83)
 JH0461_MARKER: I = METAL ROD
 JH0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0461_SP_SET: STAINLESS STEEL ROD
 JH0461_STAMPING: G 364 1986
 JH0461_MARK LOGO: NGS   
 JH0461_PROJECTION: FLUSH
 JH0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0461_ROD/PIPE-DEPTH: 8.5  meters
 JH0461
 JH0461  HISTORY     - Date     Condition        Report By
 JH0461  HISTORY     - 1986     MONUMENTED       NGS
 JH0461
 JH0461                          STATION DESCRIPTION
 JH0461
 JH0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0461'11.0 KM (6.85 MI) NORTH FROM SCOTT CITY.
 JH0461'11.05 KM (6.9 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0461'SCOTT CITY, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A PRIVATE
 JH0461'DIRT ROAD LEADING EAST, 0.77 KM (0.5 MI) NORTH OF MILEPOST 113, 17.7
 JH0461'METERS (58 FT) EAST OF THE HIGHWAY CENTERLINE, 20.6 METERS (67.5 FT)
 JH0461'SOUTH OF THE CENTER OF THE ROAD AND 0.5 METER (1.5 FT) WEST OF A
 JH0461'CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 JH0461'THROUGH A 5-INCH LOGO CAP.
 JH0461'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JH0461'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0487 ***********************************************************************
 KG0487  DESIGNATION -  G 365
 KG0487  PID         -  KG0487
 KG0487  STATE/COUNTY-  KS/GRAHAM
 KG0487  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0487
 KG0487                         *CURRENT SURVEY CONTROL
 KG0487  ___________________________________________________________________
 KG0487* NAD 83(1986)-  39 24 30.     (N)    099 50 43.     (W)     SCALED    
 KG0487* NAVD 88     -       701.274  (meters)    2300.76   (feet)  ADJUSTED  
 KG0487  ___________________________________________________________________
 KG0487  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 KG0487  DYNAMIC HT  -         700.775 (meters)    2299.13  (feet)  COMP
 KG0487  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 KG0487
 KG0487  VERT ORDER  -  FIRST     CLASS II
 KG0487
 KG0487.The horizontal coordinates were scaled from a topographic map and have
 KG0487.an estimated accuracy of +/- 6 seconds.
 KG0487
 KG0487.The orthometric height was determined by differential leveling
 KG0487.and adjusted by the National Geodetic Survey in June 1991..
 KG0487
 KG0487.The geoid height was determined by GEOID03.
 KG0487
 KG0487.The dynamic height is computed by dividing the NAVD 88
 KG0487.geopotential number by the normal gravity value computed on the
 KG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0487.degrees latitude (g = 980.6199 gals.).
 KG0487
 KG0487.The modeled gravity was interpolated from observed gravity values.
 KG0487
 KG0487;                    North         East    Units  Estimated Accuracy
 KG0487;SPC KS N     -   120,960.      241,090.      MT  (+/- 180 meters Scaled)
 KG0487
 KG0487                          SUPERSEDED SURVEY CONTROL
 KG0487
 KG0487  NGVD 29 (02/14/92)  700.988  (m)         2299.82   (f) ADJUSTED    1 2
 KG0487
 KG0487.Superseded values are not recommended for survey control.
 KG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0487.See file dsdata.txt to determine how the superseded data were derived.
 KG0487
 KG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ272624(NAD 83)
 KG0487_MARKER: I = METAL ROD
 KG0487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0487_SP_SET: STAINLESS STEEL ROD
 KG0487_STAMPING: G 365 1986
 KG0487_MARK LOGO: NGS   
 KG0487_PROJECTION: FLUSH
 KG0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0487_ROD/PIPE-DEPTH: 8.8  meters
 KG0487
 KG0487  HISTORY     - Date     Condition        Report By
 KG0487  HISTORY     - 1986     MONUMENTED       NGS
 KG0487  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KG0487
 KG0487                          STATION DESCRIPTION
 KG0487
 KG0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0487'4.8 KM (3.0 MI) NORTH FROM HILL CITY.
 KG0487'4.80 KM (3.00 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0487'HIGHWAY 24 AT HILL CITY, IN THE NORTHWEST CORNER OF THE T JUNCTION OF
 KG0487'A DIRT ROAD, 0.68 KM (0.42 MI) NORTH OF MILEPOST 174, 17.6 METERS (58
 KG0487'FT) WEST OF THE HIGHWAY CENTERLINE, 7.9 METERS (26 FT) NORTH OF THE
 KG0487'CENTER OF THE ROAD, 1.0 METER (3.5 FT) NORTH OF A FENCE CORNER, 0.3
 KG0487'METER(1 FT) SOUTH OF A CONCRETE RIGHT OF WAY MARKER AND 0.3 METER (1
 KG0487'FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KG0487'5-INCH LOGO CAP.
 KG0487'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KG0487'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KG0487
 KG0487                          STATION RECOVERY (2006)
 KG0487
 KG0487'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0487'SEARCHED FOR BUT DID NOT FIND METAL ROD G 365.  THERE IS, HOWEVER, AND
 KG0487'NGS VERTICAL CONTROL MARK STAMPED G 365 RESET 2004 ABOUT 75 FEET
 KG0487'NORTHWEST OF THE DESCRIBED LOCATION FOR THIS STATION.  THE VERTICAL
 KG0487'CONTROL MARK IS ABOUT 100 FEET WEST OF THE CENTERLINE OF US HIGHWAY
 KG0487'283, ABOUT 90 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD T, 2.5 FEET
 KG0487'NORTHEAST OF A FENCE CORNER, AND AT HANDHELD COORDINATES N39-24-30.72
 KG0487'W099-50-43.98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1581 ***********************************************************************
 JE1581  DESIGNATION -  G 368
 JE1581  PID         -  JE1581
 JE1581  STATE/COUNTY-  KS/DOUGLAS
 JE1581  USGS QUAD   -  LAWRENCE WEST (1991)
 JE1581
 JE1581                         *CURRENT SURVEY CONTROL
 JE1581  ___________________________________________________________________
 JE1581* NAD 83(1986)-  38 58 22.     (N)    095 22 22.     (W)     SCALED    
 JE1581* NAVD 88     -       324.355  (meters)    1064.15   (feet)  ADJUSTED  
 JE1581  ___________________________________________________________________
 JE1581  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JE1581  DYNAMIC HT  -         324.141 (meters)    1063.45  (feet)  COMP
 JE1581  MODELED GRAV-     979,960.5   (mgal)                       NAVD 88
 JE1581
 JE1581  VERT ORDER  -  FIRST     CLASS II
 JE1581
 JE1581.The horizontal coordinates were scaled from a topographic map and have
 JE1581.an estimated accuracy of +/- 6 seconds.
 JE1581
 JE1581.The orthometric height was determined by differential leveling
 JE1581.and adjusted by the National Geodetic Survey in June 1991..
 JE1581
 JE1581.The geoid height was determined by GEOID03.
 JE1581
 JE1581.The dynamic height is computed by dividing the NAVD 88
 JE1581.geopotential number by the normal gravity value computed on the
 JE1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1581.degrees latitude (g = 980.6199 gals.).
 JE1581
 JE1581.The modeled gravity was interpolated from observed gravity values.
 JE1581
 JE1581;                    North         East    Units  Estimated Accuracy
 JE1581;SPC KS N     -    74,290.      627,640.      MT  (+/- 180 meters Scaled)
 JE1581
 JE1581                          SUPERSEDED SURVEY CONTROL
 JE1581
 JE1581.No superseded survey control is available for this station.
 JE1581
 JE1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD944164(NAD 83)
 JE1581_MARKER: I = METAL ROD
 JE1581_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JE1581_SP_SET: STAINLESS STEEL ROD
 JE1581_STAMPING: G 368 1986
 JE1581_MARK LOGO: NGS   
 JE1581_PROJECTION: FLUSH
 JE1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1581_ROD/PIPE-DEPTH: 3.4  meters
 JE1581
 JE1581  HISTORY     - Date     Condition        Report By
 JE1581  HISTORY     - 1986     MONUMENTED       NGS
 JE1581
 JE1581                          STATION DESCRIPTION
 JE1581
 JE1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1581'9.8 KM (6.1 MI) WEST FROM LAWRENCE.
 JE1581'9.8 KM (6.1 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 JE1581'U.S. HIGHWAY 59 IN LAWRENCE, 0.1 KM (0.05 MI) NORTHWEST OF THE
 JE1581'INTERSECTION OF COUNTY ROAD 442, 36.3 M (119.1 FT) SOUTHWEST OF THE
 JE1581'CENTERLINE OF THE HIGHWAY, 17.5 M (57.4 FT) WEST OF A UTILITY POLE
 JE1581'WITH A GUY WIRE, 16.2 M (53.1 FT) SOUTH OF A UTILITY POLE, AND 15.1 M
 JE1581'(49.5 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO
 JE1581'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JE1581'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JE1581'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1297 ***********************************************************************
 JF1297  DESIGNATION -  G 369
 JF1297  PID         -  JF1297
 JF1297  STATE/COUNTY-  KS/RENO
 JF1297  USGS QUAD   -  HUTCHINSON (1978)
 JF1297
 JF1297                         *CURRENT SURVEY CONTROL
 JF1297  ___________________________________________________________________
 JF1297* NAD 83(1986)-  38 04 19.     (N)    097 52 38.     (W)     SCALED    
 JF1297* NAVD 88     -       464.575  (meters)    1524.19   (feet)  ADJUSTED  
 JF1297  ___________________________________________________________________
 JF1297  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 JF1297  DYNAMIC HT  -         464.215 (meters)    1523.01  (feet)  COMP
 JF1297  MODELED GRAV-     979,841.2   (mgal)                       NAVD 88
 JF1297
 JF1297  VERT ORDER  -  FIRST     CLASS II
 JF1297
 JF1297.The horizontal coordinates were scaled from a topographic map and have
 JF1297.an estimated accuracy of +/- 6 seconds.
 JF1297
 JF1297.The orthometric height was determined by differential leveling
 JF1297.and adjusted by the National Geodetic Survey in June 1991..
 JF1297
 JF1297.The geoid height was determined by GEOID03.
 JF1297
 JF1297.The dynamic height is computed by dividing the NAVD 88
 JF1297.geopotential number by the normal gravity value computed on the
 JF1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1297.degrees latitude (g = 980.6199 gals.).
 JF1297
 JF1297.The modeled gravity was interpolated from observed gravity values.
 JF1297
 JF1297;                    North         East    Units  Estimated Accuracy
 JF1297;SPC KS S     -   556,150.      454,640.      MT  (+/- 180 meters Scaled)
 JF1297
 JF1297                          SUPERSEDED SURVEY CONTROL
 JF1297
 JF1297.No superseded survey control is available for this station.
 JF1297
 JF1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH984143(NAD 83)
 JF1297_MARKER: I = METAL ROD
 JF1297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JF1297_SP_SET: STAINLESS STEEL ROD
 JF1297_STAMPING: G 369 1986
 JF1297_MARK LOGO: NGS   
 JF1297_PROJECTION: RECESSED 1 CENTIMETERS
 JF1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1297_ROD/PIPE-DEPTH: 17.7 meters
 JF1297
 JF1297  HISTORY     - Date     Condition        Report By
 JF1297  HISTORY     - 1986     MONUMENTED       NGS
 JF1297
 JF1297                          STATION DESCRIPTION
 JF1297
 JF1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1297'IN HUTCHINSON.
 JF1297'IN HUTCHINSON, AT 1630 FAUBION STREET, 25.0 M (82.0 FT) SOUTH OF THE
 JF1297'CENTERLINE OF 17TH AVENUE, 23.7 M (77.8 FT) NORTH OF THE CENTER OF A
 JF1297'DRIVEWAY, 18.1 M (59.4 FT) EAST OF THE CENTER OF THE STREET, 0.9 M
 JF1297'(3.0 FT) SOUTH OF THE NORTHWEST CORNER OF THE MILLROSE CERAMIC ARTS
 JF1297'INCORPORATED, AND 0.4 M (1.3 FT) WEST OF THE WEST FACE OF A METAL
 JF1297'BUILDING AT 1630 FAUBION STREET.  NOTE--ACCESS TO DATUM POINT IS HAD
 JF1297'THROUGH A 5-INCH LOGO CAP.
 JF1297'THE MARK IS 0.3 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0117 ***********************************************************************
 JH0117  DESIGNATION -  G 37
 JH0117  PID         -  JH0117
 JH0117  STATE/COUNTY-  KS/LANE
 JH0117  USGS QUAD   -  HEALY (1974)
 JH0117
 JH0117                         *CURRENT SURVEY CONTROL
 JH0117  ___________________________________________________________________
 JH0117* NAD 83(1986)-  38 36 16.     (N)    100 33 36.     (W)     SCALED    
 JH0117* NAVD 88     -       861.357  (meters)    2825.97   (feet)  ADJUSTED  
 JH0117  ___________________________________________________________________
 JH0117  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 JH0117  DYNAMIC HT  -         860.648 (meters)    2823.64  (feet)  COMP
 JH0117  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 JH0117
 JH0117  VERT ORDER  -  SECOND    CLASS 0
 JH0117
 JH0117.The horizontal coordinates were scaled from a topographic map and have
 JH0117.an estimated accuracy of +/- 6 seconds.
 JH0117
 JH0117.The orthometric height was determined by differential leveling
 JH0117.and adjusted by the National Geodetic Survey in June 1991..
 JH0117
 JH0117.The geoid height was determined by GEOID03.
 JH0117
 JH0117.The dynamic height is computed by dividing the NAVD 88
 JH0117.geopotential number by the normal gravity value computed on the
 JH0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0117.degrees latitude (g = 980.6199 gals.).
 JH0117
 JH0117.The modeled gravity was interpolated from observed gravity values.
 JH0117
 JH0117;                    North         East    Units  Estimated Accuracy
 JH0117;SPC KS S     -   617,050.      220,570.      MT  (+/- 180 meters Scaled)
 JH0117
 JH0117                          SUPERSEDED SURVEY CONTROL
 JH0117
 JH0117  NGVD 29 (??/??/92)  861.061  (m)         2825.00   (f) ADJ UNCH    2 0
 JH0117
 JH0117.Superseded values are not recommended for survey control.
 JH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0117.See file dsdata.txt to determine how the superseded data were derived.
 JH0117
 JH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH641740(NAD 83)
 JH0117_MARKER: DB = BENCH MARK DISK
 JH0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0117+STABILITY: SURFACE MOTION
 JH0117
 JH0117  HISTORY     - Date     Condition        Report By
 JH0117  HISTORY     - UNK      MONUMENTED       CGS
 JH0117  HISTORY     - 1934     GOOD             NGS
 JH0117  HISTORY     - 1974     MARK NOT FOUND   USGS
 JH0117
 JH0117                          STATION DESCRIPTION
 JH0117
 JH0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0117'3.1 MI E FROM HEALY.
 JH0117'3.1 MILES EAST BY RAIL LOCATED ALONG THE R. OF W. OF THE MO.
 JH0117'P.R.R. 80 FT. S.E. MILE POST 661-37 52 FT SOUTH OF THE CENTER
 JH0117'LINE OF TRACK 31 FT EAST OF CENTER LINE OF COUNTY ROAD WEST
 JH0117'SIDE OF SECTION 5 R29W T17S.
 JH0117
 JH0117                          STATION RECOVERY (1974)
 JH0117
 JH0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JH0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0771 ***********************************************************************
 KF0771  DESIGNATION -  G 370
 KF0771  PID         -  KF0771
 KF0771  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0771  USGS QUAD   -  MANHATTAN (1991)
 KF0771
 KF0771                         *CURRENT SURVEY CONTROL
 KF0771  ___________________________________________________________________
 KF0771* NAD 83(1986)-  39 11 29.     (N)    096 32 14.     (W)     SCALED    
 KF0771* NAVD 88     -       307.241  (meters)    1008.01   (feet)  ADJUSTED  
 KF0771  ___________________________________________________________________
 KF0771  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 KF0771  DYNAMIC HT  -         307.038 (meters)    1007.34  (feet)  COMP
 KF0771  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 KF0771
 KF0771  VERT ORDER  -  FIRST     CLASS II
 KF0771
 KF0771.The horizontal coordinates were scaled from a topographic map and have
 KF0771.an estimated accuracy of +/- 6 seconds.
 KF0771
 KF0771.The orthometric height was determined by differential leveling
 KF0771.and adjusted by the National Geodetic Survey in June 1991..
 KF0771
 KF0771.The geoid height was determined by GEOID03.
 KF0771
 KF0771.The dynamic height is computed by dividing the NAVD 88
 KF0771.geopotential number by the normal gravity value computed on the
 KF0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0771.degrees latitude (g = 980.6199 gals.).
 KF0771
 KF0771.The modeled gravity was interpolated from observed gravity values.
 KF0771
 KF0771;                    North         East    Units  Estimated Accuracy
 KF0771;SPC KS N     -    96,270.      526,360.      MT  (+/- 180 meters Scaled)
 KF0771
 KF0771                          SUPERSEDED SURVEY CONTROL
 KF0771
 KF0771.No superseded survey control is available for this station.
 KF0771
 KF0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ126409(NAD 83)
 KF0771_MARKER: DB = BENCH MARK DISK
 KF0771_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KF0771_SP_SET: BRIDGE ABUTMENT
 KF0771_STAMPING: G 370 1986
 KF0771_MARK LOGO: NGS   
 KF0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0771
 KF0771  HISTORY     - Date     Condition        Report By
 KF0771  HISTORY     - 1986     MONUMENTED       NGS
 KF0771
 KF0771                          STATION DESCRIPTION
 KF0771
 KF0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0771'2.6 KM (1.6 MI) EAST FROM MANHATTAN.
 KF0771'2.6 KM (1.6 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0771'STATION IN MANHATTAN, IN TOP OF AND 0.9 M (3.0 FT) SOUTH OF THE NORTH
 KF0771'END OF THE WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING THE
 KF0771'BIG BLUE RIVER, AND 3.0 M (9.8 FT) NORTH OF THE NEAR RAIL.
 KF0771'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1606 ***********************************************************************
 JE1606  DESIGNATION -  G 371
 JE1606  PID         -  JE1606
 JE1606  STATE/COUNTY-  KS/JOHNSON
 JE1606  USGS QUAD   -  EUDORA (1978)
 JE1606
 JE1606                         *CURRENT SURVEY CONTROL
 JE1606  ___________________________________________________________________
 JE1606* NAD 83(1986)-  38 57 10.     (N)    095 00 05.     (W)     SCALED    
 JE1606* NAVD 88     -       286.680  (meters)     940.55   (feet)  ADJUSTED  
 JE1606  ___________________________________________________________________
 JE1606  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JE1606  DYNAMIC HT  -         286.493 (meters)     939.94  (feet)  COMP
 JE1606  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 JE1606
 JE1606  VERT ORDER  -  FIRST     CLASS II
 JE1606
 JE1606.The horizontal coordinates were scaled from a topographic map and have
 JE1606.an estimated accuracy of +/- 6 seconds.
 JE1606
 JE1606.The orthometric height was determined by differential leveling
 JE1606.and adjusted by the National Geodetic Survey in June 1991..
 JE1606
 JE1606.The geoid height was determined by GEOID03.
 JE1606
 JE1606.The dynamic height is computed by dividing the NAVD 88
 JE1606.geopotential number by the normal gravity value computed on the
 JE1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1606.degrees latitude (g = 980.6199 gals.).
 JE1606
 JE1606.The modeled gravity was interpolated from observed gravity values.
 JE1606
 JE1606;                    North         East    Units  Estimated Accuracy
 JE1606;SPC KS N     -    73,070.      659,880.      MT  (+/- 180 meters Scaled)
 JE1606
 JE1606                          SUPERSEDED SURVEY CONTROL
 JE1606
 JE1606.No superseded survey control is available for this station.
 JE1606
 JE1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD265134(NAD 83)
 JE1606_MARKER: DB = BENCH MARK DISK
 JE1606_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1606_SP_SET: BRIDGE ABUTMENT
 JE1606_STAMPING: G 371 1986
 JE1606_MARK LOGO: NGS   
 JE1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1606+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE1606
 JE1606  HISTORY     - Date     Condition        Report By
 JE1606  HISTORY     - 1986     MONUMENTED       NGS
 JE1606  HISTORY     - 20051112 GOOD             GEOCAC
 JE1606
 JE1606                          STATION DESCRIPTION
 JE1606
 JE1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1606'27.7 KM (17.2 MI) EAST FROM LAWRENCE.
 JE1606'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION WITH
 JE1606'U.S. HIGHWAY 40 IN LAWRENCE, THENCE 24.3 KM (15.1 MI) EASTERLY ALONG
 JE1606'STATE HIGHWAY 10, SET VERTICALLY IN THE NORTH FACE OF THE EAST
 JE1606'CONCRETE ABUTMENT OF THE EAST BOUND HIGHWAY OVERPASS OF A GRAVELED
 JE1606'ROAD, 5.6 M (18.4 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES
 JE1606'OF THE HIGHWAY, AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE
 JE1606'ABUTMENT.
 JE1606'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 JE1606
 JE1606                          STATION RECOVERY (2005)
 JE1606
 JE1606'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1606'H2 (NAD83) N38 57 40.8 W95 00 04.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1090 ***********************************************************************
 KE1090  DESIGNATION -  G 372
 KE1090  PID         -  KE1090
 KE1090  STATE/COUNTY-  KS/JOHNSON
 KE1090  USGS QUAD   -  EDWARDSVILLE (1991)
 KE1090
 KE1090                         *CURRENT SURVEY CONTROL
 KE1090  ___________________________________________________________________
 KE1090* NAD 83(1986)-  39 00 33.     (N)    094 48 57.     (W)     SCALED    
 KE1090* NAVD 88     -       242.842  (meters)     796.72   (feet)  ADJUSTED  
 KE1090  ___________________________________________________________________
 KE1090  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KE1090  DYNAMIC HT  -         242.684 (meters)     796.21  (feet)  COMP
 KE1090  MODELED GRAV-     979,970.6   (mgal)                       NAVD 88
 KE1090
 KE1090  VERT ORDER  -  FIRST     CLASS II
 KE1090
 KE1090.The horizontal coordinates were scaled from a topographic map and have
 KE1090.an estimated accuracy of +/- 6 seconds.
 KE1090
 KE1090.The orthometric height was determined by differential leveling
 KE1090.and adjusted by the National Geodetic Survey in June 1991..
 KE1090
 KE1090.The geoid height was determined by GEOID03.
 KE1090
 KE1090.The dynamic height is computed by dividing the NAVD 88
 KE1090.geopotential number by the normal gravity value computed on the
 KE1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1090.degrees latitude (g = 980.6199 gals.).
 KE1090
 KE1090.The modeled gravity was interpolated from observed gravity values.
 KE1090
 KE1090;                    North         East    Units  Estimated Accuracy
 KE1090;SPC KS N     -    79,870.      675,730.      MT  (+/- 180 meters Scaled)
 KE1090
 KE1090                          SUPERSEDED SURVEY CONTROL
 KE1090
 KE1090.No superseded survey control is available for this station.
 KE1090
 KE1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD427193(NAD 83)
 KE1090_MARKER: DB = BENCH MARK DISK
 KE1090_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1090_SP_SET: BRIDGE ABUTMENT
 KE1090_STAMPING: G 372 1986
 KE1090_MARK LOGO: NGS   
 KE1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1090
 KE1090  HISTORY     - Date     Condition        Report By
 KE1090  HISTORY     - 1986     MONUMENTED       NGS
 KE1090  HISTORY     - 20051211 GOOD             GEOCAC
 KE1090
 KE1090                          STATION DESCRIPTION
 KE1090
 KE1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1090'10.9 KM (6.8 MI) WEST FROM SHAWNEE.
 KE1090'10.9 KM (6.75 MI) WESTERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 KE1090'WITH INTERSTATE HIGHWAY 35 IN SHAWNEE, IN TOP OF AND 0.6 M (2.0 FT)
 KE1090'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE HIGHWAY
 KE1090'BRIDGE SPANNING MILL CREEK, AND 5.9 M (19.4 FT) NORTH OF THE
 KE1090'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 KE1090'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KE1090
 KE1090                          STATION RECOVERY (2005)
 KE1090
 KE1090'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8177 ***********************************************************************
 AE8177  DESIGNATION -  G 375
 AE8177  PID         -  AE8177
 AE8177  STATE/COUNTY-  KS/JEFFERSON
 AE8177  USGS QUAD   -  PERRY (1975)
 AE8177
 AE8177                         *CURRENT SURVEY CONTROL
 AE8177  ___________________________________________________________________
 AE8177* NAD 83(1986)-  39 03 07.     (N)    095 23 09.     (W)     SCALED    
 AE8177* NAVD 88     -       262.829  (meters)     862.30   (feet)  ADJUSTED  
 AE8177  ___________________________________________________________________
 AE8177  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 AE8177  DYNAMIC HT  -         262.659 (meters)     861.74  (feet)  COMP
 AE8177  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 AE8177
 AE8177  VERT ORDER  -  FIRST     CLASS II
 AE8177
 AE8177.The horizontal coordinates were scaled from a topographic map and have
 AE8177.an estimated accuracy of +/- 6 seconds.
 AE8177
 AE8177.The orthometric height was determined by differential leveling
 AE8177.and adjusted by the National Geodetic Survey in July 2002..
 AE8177
 AE8177.The geoid height was determined by GEOID03.
 AE8177
 AE8177.The dynamic height is computed by dividing the NAVD 88
 AE8177.geopotential number by the normal gravity value computed on the
 AE8177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8177.degrees latitude (g = 980.6199 gals.).
 AE8177
 AE8177.The modeled gravity was interpolated from observed gravity values.
 AE8177
 AE8177;                    North         East    Units  Estimated Accuracy
 AE8177;SPC KS N     -    83,040.      626,250.      MT  (+/- 180 meters Scaled)
 AE8177
 AE8177                          SUPERSEDED SURVEY CONTROL
 AE8177
 AE8177.No superseded survey control is available for this station.
 AE8177
 AE8177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD935252(NAD 83)
 AE8177_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE8177_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8177_SP_SET: BRIDGE ABUTMENT
 AE8177_STAMPING: G 375
 AE8177_MARK LOGO: USGS  
 AE8177_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8177+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1997
 AE8177
 AE8177  HISTORY     - Date     Condition        Report By
 AE8177  HISTORY     - UNK      MONUMENTED       USGS
 AE8177  HISTORY     - 19971112 GOOD             NGS
 AE8177
 AE8177                          STATION DESCRIPTION
 AE8177
 AE8177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE8177'0.3 KM (0.20 MI) EASTERLY ALONG WOODSON AVENUE FROM THE POST OFFICE IN
 AE8177'LECOMPTON, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG COUNTY ROAD 600
 AE8177'EAST, A USGS GAGING STATION DISK IN TOP OF AND 0.3 M (1.0 FT)
 AE8177'NORTHEAST OF THE SOUTHWEST END OF THE NORTHEAST ABUTMENT GUARDRAIL OF
 AE8177'THE ROAD BRIDGE SPANNING THE KANSAS RIVER, 4.3 M (14.1 FT) SOUTHEAST
 AE8177'OF THE ROAD CENTERLINE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD,
 AE8177'AND 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0267 ***********************************************************************
 JG0267  DESIGNATION -  G 38 RESET
 JG0267  PID         -  JG0267
 JG0267  STATE/COUNTY-  KS/BARTON
 JG0267  USGS QUAD   -  SUSANK (1969)
 JG0267
 JG0267                         *CURRENT SURVEY CONTROL
 JG0267  ___________________________________________________________________
 JG0267* NAD 83(1986)-  38 40 00.     (N)    098 50 56.     (W)     SCALED    
 JG0267* NAVD 88     -       593.05   (meters)    1945.7    (feet)  RESET     
 JG0267  ___________________________________________________________________
 JG0267  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0267
 JG0267  VERT ORDER  -  THIRD
 JG0267
 JG0267.The horizontal coordinates were scaled from a topographic map and have
 JG0267.an estimated accuracy of +/- 6 seconds.
 JG0267
 JG0267.The orthometric height was computed from unverified reset data.
 JG0267
 JG0267.The geoid height was determined by GEOID03.
 JG0267
 JG0267;                    North         East    Units  Estimated Accuracy
 JG0267;SPC KS S     -   622,040.      369,640.      MT  (+/- 180 meters Scaled)
 JG0267
 JG0267                          SUPERSEDED SURVEY CONTROL
 JG0267
 JG0267.No superseded survey control is available for this station.
 JG0267
 JG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH131797(NAD 83)
 JG0267_MARKER: DB = BENCH MARK DISK
 JG0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0267_STAMPING: G 38 1934 RESET 1962
 JG0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0267+STABILITY: SURFACE MOTION
 JG0267
 JG0267  HISTORY     - Date     Condition        Report By
 JG0267  HISTORY     - 1962     MONUMENTED       CGS
 JG0267
 JG0267                          STATION DESCRIPTION
 JG0267
 JG0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JG0267'10 MI N FROM BOYD.
 JG0267'ABOUT 10 MILES NORTH ALONG U.S. HIGHWAY 281 FROM BOYD, BARTON
 JG0267'COUNTY, 9 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE JUNCTION
 JG0267'OF U.S. HIGHWAY 281 AND STATE HIGHWAY 4, 2 MILES SOUTH
 JG0267'OF THE BARTON-RUSSELL COUNTY LINE, AT A CROSSROADS, 105 FEET
 JG0267'SOUTHEAST OF THE INTERSECTION, 82 FEET SOUTH OF THE CENTER OF
 JG0267'A GRAVEL ROAD, 65 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 JG0267'281, 52 FEET SOUTH OF A FENCE CORNER, 13 FEET NORTH OF A TELEPHONE
 JG0267'POLE, 10 FEET SOUTH OF THE SOUTH GATE POST OF GATE, AND 1 FOOT
 JG0267'WEST OF FENCE.  THE MARK PROJECTS 4 INCHES.  NOTE-- THE MARK
 JG0267'WAS MOVED 60 FEET SOUTH.  THE ORINGINAL MARK WAS LEANING TO THE
 JG0267'NORTH SLIGHTLY, BUT WAS FIRM IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0148 ***********************************************************************
 JG0148  DESIGNATION -  G 40
 JG0148  PID         -  JG0148
 JG0148  STATE/COUNTY-  KS/PAWNEE
 JG0148  USGS QUAD   -  RADIUM (1969)
 JG0148
 JG0148                         *CURRENT SURVEY CONTROL
 JG0148  ___________________________________________________________________
 JG0148* NAD 83(1986)-  38 10 27.     (N)    098 58 02.     (W)     SCALED    
 JG0148* NAVD 88     -       603.460  (meters)    1979.85   (feet)  ADJUSTED  
 JG0148  ___________________________________________________________________
 JG0148  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 JG0148  DYNAMIC HT  -         602.991 (meters)    1978.31  (feet)  COMP
 JG0148  MODELED GRAV-     979,832.1   (mgal)                       NAVD 88
 JG0148
 JG0148  VERT ORDER  -  SECOND    CLASS 0
 JG0148
 JG0148.The horizontal coordinates were scaled from a topographic map and have
 JG0148.an estimated accuracy of +/- 6 seconds.
 JG0148
 JG0148.The orthometric height was determined by differential leveling
 JG0148.and adjusted by the National Geodetic Survey in June 1991..
 JG0148
 JG0148.The geoid height was determined by GEOID03.
 JG0148
 JG0148.The dynamic height is computed by dividing the NAVD 88
 JG0148.geopotential number by the normal gravity value computed on the
 JG0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0148.degrees latitude (g = 980.6199 gals.).
 JG0148
 JG0148.The modeled gravity was interpolated from observed gravity values.
 JG0148
 JG0148;                    North         East    Units  Estimated Accuracy
 JG0148;SPC KS S     -   567,410.      359,060.      MT  (+/- 180 meters Scaled)
 JG0148
 JG0148                          SUPERSEDED SURVEY CONTROL
 JG0148
 JG0148  NGVD 29 (??/??/92)  603.295  (m)         1979.31   (f) ADJ UNCH    2 0
 JG0148
 JG0148.Superseded values are not recommended for survey control.
 JG0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0148.See file dsdata.txt to determine how the superseded data were derived.
 JG0148
 JG0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH028251(NAD 83)
 JG0148_MARKER: DB = BENCH MARK DISK
 JG0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0148_STAMPING: G 40 1934
 JG0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0148+STABILITY: SURFACE MOTION
 JG0148
 JG0148  HISTORY     - Date     Condition        Report By
 JG0148  HISTORY     - 1934     MONUMENTED       CGS
 JG0148  HISTORY     - 1968     GOOD             USGS
 JG0148
 JG0148                          STATION DESCRIPTION
 JG0148
 JG0148'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JG0148'6.8 MI E FROM LARNED.
 JG0148'LARNED, ABOUT 7.0 MI. EAST OF, RADIUM, ABOUT 4.0 MI. WEST OF,
 JG0148'NEAR COR. SECS. 3, 4, 33 AND 34, TS. 22 AND 21S, R 15 W, 125
 JG0148'FT. SOUTH AND 31 FT. WEST OF X-RDS., 45 FT. SOUTH OF CENTER OF
 JG0148'ABANDONED RAILROAD BED, 4.6 FT. NORTHWEST OF A FENCE CORNER
 JG0148'POST, IN A CONC. POST, A STD. TABLET, STAMPED G 40 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0235 ***********************************************************************
 HH0235  DESIGNATION -  G 40
 HH0235  PID         -  HH0235
 HH0235  STATE/COUNTY-  KS/GRANT
 HH0235  USGS QUAD   -  ULYSSES NE (1959)
 HH0235
 HH0235                         *CURRENT SURVEY CONTROL
 HH0235  ___________________________________________________________________
 HH0235* NAD 83(1986)-  37 41 33.     (N)    101 21 49.     (W)     SCALED    
 HH0235* NAVD 88     -       933.351  (meters)    3062.17   (feet)  ADJUSTED  
 HH0235  ___________________________________________________________________
 HH0235  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 HH0235  DYNAMIC HT  -         932.472 (meters)    3059.29  (feet)  COMP
 HH0235  MODELED GRAV-     979,657.0   (mgal)                       NAVD 88
 HH0235
 HH0235  VERT ORDER  -  SECOND    CLASS 0
 HH0235
 HH0235.The horizontal coordinates were scaled from a topographic map and have
 HH0235.an estimated accuracy of +/- 6 seconds.
 HH0235
 HH0235.The orthometric height was determined by differential leveling
 HH0235.and adjusted by the National Geodetic Survey in June 1991..
 HH0235
 HH0235.The geoid height was determined by GEOID03.
 HH0235
 HH0235.The dynamic height is computed by dividing the NAVD 88
 HH0235.geopotential number by the normal gravity value computed on the
 HH0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0235.degrees latitude (g = 980.6199 gals.).
 HH0235
 HH0235.The modeled gravity was interpolated from observed gravity values.
 HH0235
 HH0235;                    North         East    Units  Estimated Accuracy
 HH0235;SPC KS S     -   517,730.      147,490.      MT  (+/- 180 meters Scaled)
 HH0235
 HH0235                          SUPERSEDED SURVEY CONTROL
 HH0235
 HH0235  NGVD 29 (??/??/92)  932.946  (m)         3060.84   (f) ADJ UNCH    2 0
 HH0235
 HH0235.Superseded values are not recommended for survey control.
 HH0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0235.See file dsdata.txt to determine how the superseded data were derived.
 HH0235
 HH0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG916743(NAD 83)
 HH0235_MARKER: P = PIPE CAP
 HH0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HH0235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HH0235_STAMPING: G 40 3055
 HH0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0235
 HH0235  HISTORY     - Date     Condition        Report By
 HH0235  HISTORY     - UNK      MONUMENTED       USGS
 HH0235  HISTORY     - 1935     GOOD             NGS
 HH0235
 HH0235                          STATION DESCRIPTION
 HH0235
 HH0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HH0235'7.6 MI N FROM ULYSSES.
 HH0235'ABOUT 7.6 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE HIGH SCHOOL
 HH0235'AT ULYSSES, GRANT COUNTY, 56 FEET SOUTHEAST OF THE CENTER OF THE
 HH0235'CROSSING OF AN EAST-AND-WEST ROAD, 27 FEET SOUTH OF THE CENTER
 HH0235'LINE OF THE ROAD, 48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HH0235'AND 2.9 FEET SOUTH OF A FENCE CORNER.  A UNITED STATES
 HH0235'GEOLOGICAL SURVEY STANDARD CAP, STAMPED G 40 3055, AND RIVETED ON
 HH0235'THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING ABOUT 1.4 FEET
 HH0235'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0299 ***********************************************************************
 HG0299  DESIGNATION -  G 41
 HG0299  PID         -  HG0299
 HG0299  STATE/COUNTY-  KS/STAFFORD
 HG0299  USGS QUAD   -  STAFFORD NW (1972)
 HG0299
 HG0299                         *CURRENT SURVEY CONTROL
 HG0299  ___________________________________________________________________
 HG0299* NAD 83(1986)-  37 53 00.     (N)    098 44 49.     (W)     SCALED    
 HG0299* NAVD 88     -       590.375  (meters)    1936.92   (feet)  ADJUSTED  
 HG0299  ___________________________________________________________________
 HG0299  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 HG0299  DYNAMIC HT  -         589.903 (meters)    1935.37  (feet)  COMP
 HG0299  MODELED GRAV-     979,810.9   (mgal)                       NAVD 88
 HG0299
 HG0299  VERT ORDER  -  SECOND    CLASS 0
 HG0299
 HG0299.The horizontal coordinates were scaled from a topographic map and have
 HG0299.an estimated accuracy of +/- 6 seconds.
 HG0299
 HG0299.The orthometric height was determined by differential leveling
 HG0299.and adjusted by the National Geodetic Survey in June 1991..
 HG0299
 HG0299.The geoid height was determined by GEOID03.
 HG0299
 HG0299.The dynamic height is computed by dividing the NAVD 88
 HG0299.geopotential number by the normal gravity value computed on the
 HG0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0299.degrees latitude (g = 980.6199 gals.).
 HG0299
 HG0299.The modeled gravity was interpolated from observed gravity values.
 HG0299
 HG0299;                    North         East    Units  Estimated Accuracy
 HG0299;SPC KS S     -   535,060.      378,280.      MT  (+/- 180 meters Scaled)
 HG0299
 HG0299                          SUPERSEDED SURVEY CONTROL
 HG0299
 HG0299  NGVD 29 (??/??/92)  590.130  (m)         1936.12   (f) ADJ UNCH    2 0
 HG0299
 HG0299.Superseded values are not recommended for survey control.
 HG0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0299.See file dsdata.txt to determine how the superseded data were derived.
 HG0299
 HG0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG222929(NAD 83)
 HG0299_MARKER: DB = BENCH MARK DISK
 HG0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0299+STABILITY: SURFACE MOTION
 HG0299
 HG0299  HISTORY     - Date     Condition        Report By
 HG0299  HISTORY     - UNK      MONUMENTED       CGS
 HG0299  HISTORY     - 1934     GOOD             NGS
 HG0299  HISTORY     - 1970     MARK NOT FOUND   USGS
 HG0299
 HG0299                          STATION DESCRIPTION
 HG0299
 HG0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HG0299'7.9 MI S FROM ST JOHN.
 HG0299'7.9 MILES SOUTH OF ST. JOHN.  SET ON RIGHT OF WAY OF HIHGWAY
 HG0299'(STATE) NO. 281.  40 FT. EAST OF CENTER LINE OF HIGHWAY NO. 284.
 HG0299'30 FT. NORTH OF CENTER LINE OF DIRT ROAD CROSSING HWY.
 HG0299
 HG0299                          STATION RECOVERY (1970)
 HG0299
 HG0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HG0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0007 ***********************************************************************
 HF0007  DESIGNATION -  G 42
 HF0007  PID         -  HF0007
 HF0007  STATE/COUNTY-  KS/GREENWOOD
 HF0007  USGS QUAD   -  PIEDMONT NE (1964)
 HF0007
 HF0007                         *CURRENT SURVEY CONTROL
 HF0007  ___________________________________________________________________
 HF0007* NAD 83(1997)-  37 37 43.27773(N)    096 18 29.78904(W)     ADJUSTED  
 HF0007* NAVD 88     -       387.073  (meters)    1269.92   (feet)  ADJUSTED  
 HF0007  ___________________________________________________________________
 HF0007  X           -    -555,759.983 (meters)                     COMP
 HF0007  Y           -  -5,027,354.144 (meters)                     COMP
 HF0007  Z           -   3,873,103.522 (meters)                     COMP
 HF0007  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 HF0007  ELLIP HEIGHT-         356.77  (meters)          (10/02/98) GPS OBS
 HF0007  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 HF0007  DYNAMIC HT  -         386.763 (meters)    1268.90  (feet)  COMP
 HF0007  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 HF0007
 HF0007  HORZ ORDER  -  THIRD
 HF0007  VERT ORDER  -  SECOND    CLASS 0
 HF0007  ELLP ORDER  -  FOURTH    CLASS I
 HF0007
 HF0007.The horizontal coordinates were established by GPS observations
 HF0007.and adjusted by the National Geodetic Survey in October 1998..
 HF0007
 HF0007.The orthometric height was determined by differential leveling
 HF0007.and adjusted by the National Geodetic Survey in June 1991..
 HF0007
 HF0007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF0007
 HF0007.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0007
 HF0007.The ellipsoidal height was determined by GPS observations
 HF0007.and is referenced to NAD 83.
 HF0007
 HF0007.The geoid height was determined by GEOID03.
 HF0007
 HF0007.The dynamic height is computed by dividing the NAVD 88
 HF0007.geopotential number by the normal gravity value computed on the
 HF0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0007.degrees latitude (g = 980.6199 gals.).
 HF0007
 HF0007.The modeled gravity was interpolated from observed gravity values.
 HF0007
 HF0007;                    North         East     Units Scale Factor Converg.
 HF0007;SPC KS S     -   509,043.304   593,443.422   MT  0.99994856   +1 20 48.8
 HF0007;UTM  14      - 4,168,026.542   737,535.325   MT  1.00029504   +1 38 39.0
 HF0007
 HF0007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0007!SPC KS S     -   0.99994402  x   0.99994856  =   0.99989258
 HF0007!UTM  14      -   0.99994402  x   1.00029504  =   1.00023904
 HF0007
 HF0007                          SUPERSEDED SURVEY CONTROL
 HF0007
 HF0007  NAD 83(1997)-  37 37 43.27792(N)    096 18 29.77632(W) AD(       ) 3
 HF0007  NAD 83(1986)-  37 37 43.28507(N)    096 18 29.77731(W) AD(       ) 3
 HF0007  NGVD 29 (??/??/92)  386.898  (m)         1269.35   (f) ADJ UNCH    2 0
 HF0007
 HF0007.Superseded values are not recommended for survey control.
 HF0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0007.See file dsdata.txt to determine how the superseded data were derived.
 HF0007
 HF0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG3753568027(NAD 83)
 HF0007_MARKER: DB = BENCH MARK DISK
 HF0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0007_SP_SET: CONCRETE POST
 HF0007_STAMPING: G 42 1934
 HF0007_MARK LOGO: CGS   
 HF0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0007+STABILITY: SURFACE MOTION
 HF0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0007+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1989
 HF0007
 HF0007  HISTORY     - Date     Condition        Report By
 HF0007  HISTORY     - 1934     MONUMENTED       CGS
 HF0007  HISTORY     - 1943     GOOD             NGS
 HF0007  HISTORY     - 19890701 GOOD             NGS
 HF0007  HISTORY     - 19910130 GOOD             USPSQD
 HF0007
 HF0007                          STATION DESCRIPTION
 HF0007
 HF0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HF0007'3.5 MI E FROM PIEDMONT.
 HF0007'3.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0007'PIEDMONT, GREENWOOD COUNTY, 46.0 FEET SOUTHWEST OF THE CENTER
 HF0007'OF THE GRADE CROSSING OF A NORTH-AND-SOUTH COUNTY ROAD, 38.0
 HF0007'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 42.0 FEET SOUTH OF
 HF0007'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G 42 1934
 HF0007'AND SET IN THE TOP OF A CONCRETE POST.
 HF0007
 HF0007                          STATION RECOVERY (1989)
 HF0007
 HF0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HF0007'THE STATION IS LOCATED ABOUT 7.25 KM (4.50 MI) WEST OF SEVERY, AT THE
 HF0007'JUNCTION OF A GRAVEL ROAD AND A RAILROAD TRACK, ON THE EAST CENTRAL
 HF0007'EDGE OF SECTION 9, T 28 S, R 10 E.  OWNERSHIP--ST LOUIS-SAN FRANCISCO
 HF0007'RAILROAD.
 HF0007'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 96 AND 99,
 HF0007'ABOUT 0.8 KM (0.50 MI) NORTHWEST OF SEVERY, GO WEST ON HIGHWAYS 96 AND
 HF0007'99 FOR 1.6 KM (1.00 MI) TO HIGHWAY 99 SOUTH ON THE LEFT.  CONTINUE
 HF0007'WEST FOR 4.8 KM (3.00 MI) TO A GRAVEL CROSSROAD.  TURN LEFT AND GO
 HF0007'SOUTH FOR 0.8 KM (0.50 MI) TO THE TRACKS.  THE STATION IS ACROSS THE
 HF0007'TRACKS AND ON THE RIGHT.
 HF0007'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 35 CM SQUARE
 HF0007'CONCRETE POST PROJECTING 2 CM ABOVE THE GROUND IN LOW WEEDS AND 0.5
 HF0007'METERS HIGHER THAN THE ROAD.  LOCATED 12.4 M (40.7 FT) SOUTHWEST OF
 HF0007'SOUTHWEST RAIL OF TRACK, 11.4 M (37.4 FT) WEST OF THE ROAD CENTER, 2.6
 HF0007'M (8.5 FT) NORTHWEST OF A FENCE CORNER, 1.4 M (4.6 FT) NORTHEAST OF A
 HF0007'FENCE AND 0.4 M (1.3 FT) WEST OF A CARSONITE WITNESS POST.
 HF0007'DESCRIBED BY G.R. HEID, TYPED BY HJS.
 HF0007
 HF0007                          STATION RECOVERY (1991)
 HF0007
 HF0007'RECOVERY NOTE BY US POWER SQUADRON 1991 (RW)
 HF0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0946 ***********************************************************************
 JE0946  DESIGNATION -  G 44
 JE0946  PID         -  JE0946
 JE0946  STATE/COUNTY-  KS/DOUGLAS
 JE0946  USGS QUAD   -  BALDWIN CITY (1978)
 JE0946
 JE0946                         *CURRENT SURVEY CONTROL
 JE0946  ___________________________________________________________________
 JE0946* NAD 83(1986)-  38 47 15.     (N)    095 12 17.     (W)     SCALED    
 JE0946* NAVD 88     -       327.114  (meters)    1073.21   (feet)  ADJUSTED  
 JE0946  ___________________________________________________________________
 JE0946  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE0946  DYNAMIC HT  -         326.892 (meters)    1072.48  (feet)  COMP
 JE0946  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 JE0946
 JE0946  VERT ORDER  -  SECOND    CLASS 0
 JE0946
 JE0946.The horizontal coordinates were scaled from a topographic map and have
 JE0946.an estimated accuracy of +/- 6 seconds.
 JE0946
 JE0946.The orthometric height was determined by differential leveling
 JE0946.and adjusted by the National Geodetic Survey in June 1991..
 JE0946
 JE0946.The geoid height was determined by GEOID03.
 JE0946
 JE0946.The dynamic height is computed by dividing the NAVD 88
 JE0946.geopotential number by the normal gravity value computed on the
 JE0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0946.degrees latitude (g = 980.6199 gals.).
 JE0946
 JE0946.The modeled gravity was interpolated from observed gravity values.
 JE0946
 JE0946;                    North         East    Units  Estimated Accuracy
 JE0946;SPC KS N     -    54,170.      642,830.      MT  (+/- 180 meters Scaled)
 JE0946
 JE0946                          SUPERSEDED SURVEY CONTROL
 JE0946
 JE0946  NGVD 29 (??/??/92)  327.000  (m)         1072.83   (f) ADJ UNCH    2 0
 JE0946
 JE0946.Superseded values are not recommended for survey control.
 JE0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0946.See file dsdata.txt to determine how the superseded data were derived.
 JE0946
 JE0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC085955(NAD 83)
 JE0946_MARKER: DB = BENCH MARK DISK
 JE0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0946_STAMPING: G 44 1934
 JE0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0946+STABILITY: SURFACE MOTION
 JE0946
 JE0946  HISTORY     - Date     Condition        Report By
 JE0946  HISTORY     - 1934     MONUMENTED       CGS
 JE0946  HISTORY     - 1950     GOOD             NGS
 JE0946
 JE0946                          STATION DESCRIPTION
 JE0946
 JE0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0946'1 MI NW FROM BALDWIN.
 JE0946'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT MILEAGE
 JE0946'14.1, 53 FEET EAST OF WHERE THE CENTER OF ROAD CROSSES THE TRACK,
 JE0946'43 FEET NORTHEAST OF THE NORTHEAST RAIL, 27 FEET SOUTHEAST OF
 JE0946'FENCE CORNER, 22 FEET SOUTHEAST OF TELEGRAPH POLE AND 4 FEET
 JE0946'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  THE DISK IS SET IN THE TOP
 JE0946'OF A CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0338 ***********************************************************************
 JF0338  DESIGNATION -  G 45
 JF0338  PID         -  JF0338
 JF0338  STATE/COUNTY-  KS/MARION
 JF0338  USGS QUAD   -  BURNS (1962)
 JF0338
 JF0338                         *CURRENT SURVEY CONTROL
 JF0338  ___________________________________________________________________
 JF0338* NAD 83(1986)-  38 05 22.     (N)    096 53 04.     (W)     SCALED    
 JF0338* NAVD 88     -       456.995  (meters)    1499.32   (feet)  ADJUSTED  
 JF0338  ___________________________________________________________________
 JF0338  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 JF0338  DYNAMIC HT  -         456.648 (meters)    1498.19  (feet)  COMP
 JF0338  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 JF0338
 JF0338  VERT ORDER  -  SECOND    CLASS 0
 JF0338
 JF0338.The horizontal coordinates were scaled from a topographic map and have
 JF0338.an estimated accuracy of +/- 6 seconds.
 JF0338
 JF0338.The orthometric height was determined by differential leveling
 JF0338.and adjusted by the National Geodetic Survey in June 1991..
 JF0338
 JF0338.The geoid height was determined by GEOID03.
 JF0338
 JF0338.The dynamic height is computed by dividing the NAVD 88
 JF0338.geopotential number by the normal gravity value computed on the
 JF0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0338.degrees latitude (g = 980.6199 gals.).
 JF0338
 JF0338.The modeled gravity was interpolated from observed gravity values.
 JF0338
 JF0338;                    North         East    Units  Estimated Accuracy
 JF0338;SPC KS S     -   559,140.      541,710.      MT  (+/- 180 meters Scaled)
 JF0338
 JF0338                          SUPERSEDED SURVEY CONTROL
 JF0338
 JF0338  NGVD 29 (??/??/92)  456.807  (m)         1498.71   (f) ADJ UNCH    2 0
 JF0338
 JF0338.Superseded values are not recommended for survey control.
 JF0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0338.See file dsdata.txt to determine how the superseded data were derived.
 JF0338
 JF0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH855178(NAD 83)
 JF0338_MARKER: DB = BENCH MARK DISK
 JF0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0338_STAMPING: G 45 1934
 JF0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0338+STABILITY: SURFACE MOTION
 JF0338
 JF0338  HISTORY     - Date     Condition        Report By
 JF0338  HISTORY     - 1934     MONUMENTED       CGS
 JF0338  HISTORY     - 1940     GOOD             NGS
 JF0338
 JF0338                          STATION DESCRIPTION
 JF0338
 JF0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0338'AT BURNS.
 JF0338'AT BURNS, MARION COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 JF0338'RAILWAY, 83.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION,
 JF0338'150 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GRAIN ELEVATOR,
 JF0338'AT A COUNTY-ROAD CROSSING, 35.6 FEET NORTH OF THE CENTERLINE OF
 JF0338'THE COUNTY ROAD, AND 19.4 FEET EAST OF THE CENTERLINE OF THE TRACK.
 JF0338'A STANDARD DISK, STAMPED G 45 1934 AND SET IN THE TOP OF A CONCRETE
 JF0338'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0250 ***********************************************************************
 JF0250  DESIGNATION -  G 50
 JF0250  PID         -  JF0250
 JF0250  STATE/COUNTY-  KS/MARION
 JF0250  USGS QUAD   -  LINCOLNVILLE SW (1989)
 JF0250
 JF0250                         *CURRENT SURVEY CONTROL
 JF0250  ___________________________________________________________________
 JF0250* NAD 83(1986)-  38 16 33.     (N)    096 57 57.     (W)     SCALED    
 JF0250* NAVD 88     -       391.235  (meters)    1283.58   (feet)  ADJUSTED  
 JF0250  ___________________________________________________________________
 JF0250  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 JF0250  DYNAMIC HT  -         390.947 (meters)    1282.63  (feet)  COMP
 JF0250  MODELED GRAV-     979,881.4   (mgal)                       NAVD 88
 JF0250
 JF0250  VERT ORDER  -  SECOND    CLASS 0
 JF0250
 JF0250.The horizontal coordinates were scaled from a topographic map and have
 JF0250.an estimated accuracy of +/- 6 seconds.
 JF0250
 JF0250.The orthometric height was determined by differential leveling
 JF0250.and adjusted by the National Geodetic Survey in June 1991..
 JF0250
 JF0250.The geoid height was determined by GEOID03.
 JF0250
 JF0250.The dynamic height is computed by dividing the NAVD 88
 JF0250.geopotential number by the normal gravity value computed on the
 JF0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0250.degrees latitude (g = 980.6199 gals.).
 JF0250
 JF0250.The modeled gravity was interpolated from observed gravity values.
 JF0250
 JF0250;                    North         East    Units  Estimated Accuracy
 JF0250;SPC KS S     -   579,700.      534,230.      MT  (+/- 180 meters Scaled)
 JF0250
 JF0250                          SUPERSEDED SURVEY CONTROL
 JF0250
 JF0250  NGVD 29 (??/??/92)  391.079  (m)         1283.07   (f) ADJ UNCH    2 0
 JF0250
 JF0250.Superseded values are not recommended for survey control.
 JF0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0250.See file dsdata.txt to determine how the superseded data were derived.
 JF0250
 JF0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH779383(NAD 83)
 JF0250_MARKER: DB = BENCH MARK DISK
 JF0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0250+STABILITY: SURFACE MOTION
 JF0250
 JF0250  HISTORY     - Date     Condition        Report By
 JF0250  HISTORY     - UNK      MONUMENTED       CGS
 JF0250  HISTORY     - 1934     GOOD             NGS
 JF0250  HISTORY     - 1941     GOOD             NGS
 JF0250
 JF0250                          STATION DESCRIPTION
 JF0250
 JF0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0250'4 MI N FROM FLORENCE.
 JF0250'4.1 MILES NORTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0250'FE R.R. CO.  50 FT. S.W. OF THE CENTER LINE OF THE TRACK.  25
 JF0250'FT. NORTH OF THE CENTER OF SECTION LINE ROAD.  62 FT. N.E. OF A
 JF0250'LARGE ELM TREE.
 JF0250
 JF0250                          STATION RECOVERY (1941)
 JF0250
 JF0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JF0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0521 ***********************************************************************
 JF0521  DESIGNATION -  G 52
 JF0521  PID         -  JF0521
 JF0521  STATE/COUNTY-  KS/DICKINSON
 JF0521  USGS QUAD   -  HOPE (1985)
 JF0521
 JF0521                         *CURRENT SURVEY CONTROL
 JF0521  ___________________________________________________________________
 JF0521* NAD 83(1986)-  38 43 19.     (N)    097 06 14.     (W)     SCALED    
 JF0521* NAVD 88     -       419.434  (meters)    1376.09   (feet)  ADJUSTED  
 JF0521  ___________________________________________________________________
 JF0521  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 JF0521  DYNAMIC HT  -         419.132 (meters)    1375.10  (feet)  COMP
 JF0521  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 JF0521
 JF0521  VERT ORDER  -  SECOND    CLASS 0
 JF0521
 JF0521.The horizontal coordinates were scaled from a topographic map and have
 JF0521.an estimated accuracy of +/- 6 seconds.
 JF0521
 JF0521.The orthometric height was determined by differential leveling
 JF0521.and adjusted by the National Geodetic Survey in June 1991..
 JF0521
 JF0521.The geoid height was determined by GEOID03.
 JF0521
 JF0521.The dynamic height is computed by dividing the NAVD 88
 JF0521.geopotential number by the normal gravity value computed on the
 JF0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0521.degrees latitude (g = 980.6199 gals.).
 JF0521
 JF0521.The modeled gravity was interpolated from observed gravity values.
 JF0521
 JF0521;                    North         East    Units  Estimated Accuracy
 JF0521;SPC KS N     -    43,530.      477,930.      MT  (+/- 180 meters Scaled)
 JF0521
 JF0521                          SUPERSEDED SURVEY CONTROL
 JF0521
 JF0521  NGVD 29 (??/??/92)  419.280  (m)         1375.59   (f) ADJ UNCH    2 0
 JF0521
 JF0521.Superseded values are not recommended for survey control.
 JF0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0521.See file dsdata.txt to determine how the superseded data were derived.
 JF0521
 JF0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH648876(NAD 83)
 JF0521_MARKER: DB = BENCH MARK DISK
 JF0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0521+STABILITY: SURFACE MOTION
 JF0521
 JF0521  HISTORY     - Date     Condition        Report By
 JF0521  HISTORY     - UNK      MONUMENTED       CGS
 JF0521  HISTORY     - 1934     GOOD             NGS
 JF0521  HISTORY     - 1968     GOOD             NGS
 JF0521
 JF0521                          STATION DESCRIPTION
 JF0521
 JF0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0521'2.8 MI N FROM HOPE.
 JF0521'2.8 MILES NORTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE
 JF0521'SANTA FE R.R. CO.  48.3 FT. EAST OF THE CENTER LINE OF THE TRACK.
 JF0521'25 FT. SOUTH OF THE CENTER LINE OF ROAD.
 JF0521
 JF0521                          STATION RECOVERY (1968)
 JF0521
 JF0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0745 ***********************************************************************
 JE0745  DESIGNATION -  G 54
 JE0745  PID         -  JE0745
 JE0745  STATE/COUNTY-  KS/LINN
 JE0745  USGS QUAD   -  MAPLETON (1966)
 JE0745
 JE0745                         *CURRENT SURVEY CONTROL
 JE0745  ___________________________________________________________________
 JE0745* NAD 83(1986)-  38 07 19.     (N)    094 56 51.     (W)     SCALED    
 JE0745* NAVD 88     -       303.911  (meters)     997.08   (feet)  ADJUSTED  
 JE0745  ___________________________________________________________________
 JE0745  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JE0745  DYNAMIC HT  -         303.685 (meters)     996.34  (feet)  COMP
 JE0745  MODELED GRAV-     979,878.1   (mgal)                       NAVD 88
 JE0745
 JE0745  VERT ORDER  -  SECOND    CLASS 0
 JE0745
 JE0745.The horizontal coordinates were scaled from a topographic map and have
 JE0745.an estimated accuracy of +/- 6 seconds.
 JE0745
 JE0745.The orthometric height was determined by differential leveling
 JE0745.and adjusted by the National Geodetic Survey in June 1991..
 JE0745
 JE0745.The geoid height was determined by GEOID03.
 JE0745
 JE0745.The dynamic height is computed by dividing the NAVD 88
 JE0745.geopotential number by the normal gravity value computed on the
 JE0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0745.degrees latitude (g = 980.6199 gals.).
 JE0745
 JE0745.The modeled gravity was interpolated from observed gravity values.
 JE0745
 JE0745;                    North         East    Units  Estimated Accuracy
 JE0745;SPC KS S     -   567,450.      711,410.      MT  (+/- 180 meters Scaled)
 JE0745
 JE0745                          SUPERSEDED SURVEY CONTROL
 JE0745
 JE0745  NGVD 29 (??/??/92)  303.775  (m)          996.64   (f) ADJ UNCH    2 0
 JE0745
 JE0745.Superseded values are not recommended for survey control.
 JE0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0745.See file dsdata.txt to determine how the superseded data were derived.
 JE0745
 JE0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC292211(NAD 83)
 JE0745_MARKER: DB = BENCH MARK DISK
 JE0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0745_STAMPING: G 54 1934
 JE0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0745+STABILITY: SURFACE MOTION
 JE0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0745+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 JE0745
 JE0745  HISTORY     - Date     Condition        Report By
 JE0745  HISTORY     - 1934     MONUMENTED       CGS
 JE0745  HISTORY     - 1951     GOOD             NGS
 JE0745  HISTORY     - 20000621 GOOD             LOCENG
 JE0745
 JE0745                          STATION DESCRIPTION
 JE0745
 JE0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0745'4.3 MI E FROM BLUE MOUND.
 JE0745'4.3 MILES EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE0745'RAILROAD FROM THE FARMERS CO-OP ELEVATOR AT BLUE MOUND, LINN
 JE0745'COUNTY, 46.5 FEET NORTH OF THE CENTERLINE OF THE OLD ROADBED,
 JE0745'AND 30 FEET WEST OF THE CENTERLINE OF A PRIVATE ROAD.  A STANDARD
 JE0745'DISK, STAMPED G 54 1934 AND SET IN THE TOP OF A CONCRETE POT.
 JE0745'TO REACH FROM THE NORTH SIDE OF BLUE MOUND WHERE STATE HIGHWAY
 JE0745'52 TURNS EAST, GO 0.9 MILE EAST ALONG STATE HIGHWAY 52 TO A
 JE0745'CROSSROADS, THEN 1.0 MILE NORTH TO ANOTHER CROSSROADS, THEN 1.0
 JE0745'MILE EAST TO ANOTHER CROSSROADS, THEN 1.0 MILE NORTH, 1.0 MILE
 JE0745'EAST, 1.0 MILE NORTH, THEN 0.8 MILE EAST TO SOME ABANDONED FARM
 JE0745'BUILDINGS WHERE THE ROAD TURNS NORTH.  PASS THROUGH THE FARMYARD
 JE0745'AND GO SOUTH-SOUTHEAST ACROSS A PASTURE FOR ABOUT 1/2 MILE TO
 JE0745'THE OLD ABANDONED ROADBED.
 JE0745
 JE0745                          STATION RECOVERY (2000)
 JE0745
 JE0745'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 JE0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0346 ***********************************************************************
 HE0346  DESIGNATION -  G 55
 HE0346  PID         -  HE0346
 HE0346  STATE/COUNTY-  KS/NEOSHO
 HE0346  USGS QUAD   -  ERIE (1973)
 HE0346
 HE0346                         *CURRENT SURVEY CONTROL
 HE0346  ___________________________________________________________________
 HE0346* NAD 83(1986)-  37 32 07.     (N)    095 13 58.     (W)     SCALED    
 HE0346* NAVD 88     -       268.770  (meters)     881.79   (feet)  ADJUSTED  
 HE0346  ___________________________________________________________________
 HE0346  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HE0346  DYNAMIC HT  -         268.560 (meters)     881.10  (feet)  COMP
 HE0346  MODELED GRAV-     979,841.3   (mgal)                       NAVD 88
 HE0346
 HE0346  VERT ORDER  -  SECOND    CLASS 0
 HE0346
 HE0346.The horizontal coordinates were scaled from a topographic map and have
 HE0346.an estimated accuracy of +/- 6 seconds.
 HE0346
 HE0346.The orthometric height was determined by differential leveling
 HE0346.and adjusted by the National Geodetic Survey in June 1991..
 HE0346
 HE0346.The geoid height was determined by GEOID03.
 HE0346
 HE0346.The dynamic height is computed by dividing the NAVD 88
 HE0346.geopotential number by the normal gravity value computed on the
 HE0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0346.degrees latitude (g = 980.6199 gals.).
 HE0346
 HE0346.The modeled gravity was interpolated from observed gravity values.
 HE0346
 HE0346;                    North         East    Units  Estimated Accuracy
 HE0346;SPC KS S     -   501,460.      688,700.      MT  (+/- 180 meters Scaled)
 HE0346
 HE0346                          SUPERSEDED SURVEY CONTROL
 HE0346
 HE0346  NGVD 29 (??/??/92)  268.644  (m)          881.38   (f) ADJ UNCH    2 0
 HE0346
 HE0346.Superseded values are not recommended for survey control.
 HE0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0346.See file dsdata.txt to determine how the superseded data were derived.
 HE0346
 HE0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB027565(NAD 83)
 HE0346_MARKER: DB = BENCH MARK DISK
 HE0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0346_SP_SET: ABUTMENT
 HE0346_STAMPING: G 55 1934
 HE0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0346
 HE0346  HISTORY     - Date     Condition        Report By
 HE0346  HISTORY     - 1934     MONUMENTED       CGS
 HE0346  HISTORY     - 1969     MARK NOT FOUND   NGS
 HE0346
 HE0346                          STATION DESCRIPTION
 HE0346
 HE0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0346'2.4 MI S FROM ERIE.
 HE0346'2.4 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0346'ERIE, NEOSHO COUNTY, AT MILEAGE 122.73, AT BRIDGE A 122.7,
 HE0346'IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT, AND 9 FEET
 HE0346'WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HE0346'G.55 1934.  NOTE-- 1964 REPORT, THE BENCH MARK IS LOCATED JUST
 HE0346'BELOW THE LETTERING 1928 AT RAILROAD BRIDGE OVER ROAD.
 HE0346
 HE0346                          STATION RECOVERY (1969)
 HE0346
 HE0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HE0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0415 ***********************************************************************
 JH0415  DESIGNATION -  G 556
 JH0415  PID         -  JH0415
 JH0415  STATE/COUNTY-  KS/HAMILTON
 JH0415  USGS QUAD   -  EAST BRIDGE CREEK SOUTH (1966)
 JH0415
 JH0415                         *CURRENT SURVEY CONTROL
 JH0415  ___________________________________________________________________
 JH0415* NAD 83(1986)-  38 00 50.     (N)    101 53 05.     (W)     SCALED    
 JH0415* NAVD 88     -      1006.375  (meters)    3301.75   (feet)  ADJUSTED  
 JH0415  ___________________________________________________________________
 JH0415  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 JH0415  DYNAMIC HT  -        1005.441 (meters)    3298.68  (feet)  COMP
 JH0415  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 JH0415
 JH0415  VERT ORDER  -  FIRST     CLASS II
 JH0415
 JH0415.The horizontal coordinates were scaled from a topographic map and have
 JH0415.an estimated accuracy of +/- 6 seconds.
 JH0415
 JH0415.The orthometric height was determined by differential leveling
 JH0415.and adjusted by the National Geodetic Survey in June 1991..
 JH0415
 JH0415.The geoid height was determined by GEOID03.
 JH0415
 JH0415.The dynamic height is computed by dividing the NAVD 88
 JH0415.geopotential number by the normal gravity value computed on the
 JH0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0415.degrees latitude (g = 980.6199 gals.).
 JH0415
 JH0415.The modeled gravity was interpolated from observed gravity values.
 JH0415
 JH0415;                    North         East    Units  Estimated Accuracy
 JH0415;SPC KS S     -   554,920.      102,850.      MT  (+/- 180 meters Scaled)
 JH0415
 JH0415                          SUPERSEDED SURVEY CONTROL
 JH0415
 JH0415.No superseded survey control is available for this station.
 JH0415
 JH0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH467112(NAD 83)
 JH0415_MARKER: I = METAL ROD
 JH0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0415_SP_SET: STAINLESS STEEL ROD
 JH0415_STAMPING: G 556 1986
 JH0415_MARK LOGO: NGS   
 JH0415_PROJECTION: FLUSH
 JH0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0415_ROD/PIPE-DEPTH: 28.0 meters
 JH0415
 JH0415  HISTORY     - Date     Condition        Report By
 JH0415  HISTORY     - 1986     MONUMENTED       NGS
 JH0415
 JH0415                          STATION DESCRIPTION
 JH0415
 JH0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0415'11.8 KM (7.35 MI) EAST FROM COOLIDGE.
 JH0415'11.6 KM (7.2 MI) EAST ALONG US HIGHWAY 50 FROM THE POST OFFICE AT
 JH0415'COOLIDGE, THENCE 0.16 KM (0.1 MI) SOUTH ALONG A DIRT ROAD CROSSING THE
 JH0415'TRACKS AT MILEPOST 9, ALSO 12.5 KM (7.75 MI) WEST OF SYRACUSE,
 JH0415'19.8 METERS (65 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 12.9 METERS
 JH0415'(4 FT) SOUTHWEST OF THE SOUTH RAIL OF THE ATCHISON, TOPEKA AND SANTA
 JH0415'RAILROAD, 7.3 METERS (24 FT) NORTHEAST OF THE CENTER OF AN EAST-WEST
 JH0415'DIRT ROAD AND 1.1 METERS (3.5 FT) NORTHWEST OF A POWER POLE.
 JH0415'NOTE--ROD ANCHORED AT 92 FEET.  NOTE--ACCESS TO DATUM POINT IS HAD
 JH0415'THROUGH A 5-INCH LOGO CAP.
 JH0415'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JH0415'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1047 ***********************************************************************
 JE1047  DESIGNATION -  G 56
 JE1047  PID         -  JE1047
 JE1047  STATE/COUNTY-  KS/ANDERSON
 JE1047  USGS QUAD   -  GARNETT EAST (1983)
 JE1047
 JE1047                         *CURRENT SURVEY CONTROL
 JE1047  ___________________________________________________________________
 JE1047* NAD 83(1986)-  38 15 07.     (N)    095 13 22.     (W)     SCALED    
 JE1047* NAVD 88     -       299.393  (meters)     982.26   (feet)  ADJUSTED  
 JE1047  ___________________________________________________________________
 JE1047  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JE1047  DYNAMIC HT  -         299.176 (meters)     981.55  (feet)  COMP
 JE1047  MODELED GRAV-     979,897.6   (mgal)                       NAVD 88
 JE1047
 JE1047  VERT ORDER  -  SECOND    CLASS 0
 JE1047
 JE1047.The horizontal coordinates were scaled from a topographic map and have
 JE1047.an estimated accuracy of +/- 6 seconds.
 JE1047
 JE1047.The orthometric height was determined by differential leveling
 JE1047.and adjusted by the National Geodetic Survey in June 1991..
 JE1047
 JE1047.The geoid height was determined by GEOID03.
 JE1047
 JE1047.The dynamic height is computed by dividing the NAVD 88
 JE1047.geopotential number by the normal gravity value computed on the
 JE1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1047.degrees latitude (g = 980.6199 gals.).
 JE1047
 JE1047.The modeled gravity was interpolated from observed gravity values.
 JE1047
 JE1047;                    North         East    Units  Estimated Accuracy
 JE1047;SPC KS S     -   580,990.      686,790.      MT  (+/- 180 meters Scaled)
 JE1047
 JE1047                          SUPERSEDED SURVEY CONTROL
 JE1047
 JE1047  NGVD 29 (??/??/92)  299.236  (m)          981.74   (f) ADJ UNCH    2 0
 JE1047
 JE1047.Superseded values are not recommended for survey control.
 JE1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1047.See file dsdata.txt to determine how the superseded data were derived.
 JE1047
 JE1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC055361(NAD 83)
 JE1047_MARKER: DB = BENCH MARK DISK
 JE1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1047_STAMPING: G 56 1934
 JE1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1047+STABILITY: SURFACE MOTION
 JE1047
 JE1047  HISTORY     - Date     Condition        Report By
 JE1047  HISTORY     - 1934     MONUMENTED       CGS
 JE1047  HISTORY     - 1950     GOOD             NGS
 JE1047
 JE1047                          STATION DESCRIPTION
 JE1047
 JE1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1047'2.1 MI SE FROM GARNETT.
 JE1047'2.1 MILES SOUTHEAST OF GARNETT, ANDERSON COUNTY.  THIS BENCH
 JE1047'MARK MAY BE REACHED FROM THE CROSSING OF THE ATCHISON, TOPEKA AND
 JE1047'SANTA FE RAILWAY AND THE MISSOURI PACIFIC RAILROAD BY GOING
 JE1047'0.4 MILE SOUTH ALONG A ROAD, THENCE 0.5 MILE EAST TO U.S. HIGHWAY
 JE1047'169, THENCE ACROSS U.S. HIGHWAY 169 AND 1.9 MILES SOUTH AND
 JE1047'EAST ON THE MAIN GRAVEL ROAD.  IT IS ON THE ABANDONED MISSOURI
 JE1047'PACIFIC RAILROAD, 100 FEET NORTHWEST OF A POWER-TRANSMISSION
 JE1047'LINE POLE NEAR THE POINT WHERE THE GRAVEL ROAD CROSSES THE OLD
 JE1047'ROADBED, 85 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, 60
 JE1047'FEET NORTH OF A FENCE, AND 24 FEET NORTHEAST OF THE CENTER LINE
 JE1047'OF THE OLD ROADBED.  A STANDARD DISK, STAMPED G 56 1934 AND
 JE1047'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 JE1047'GROUND.  THIS BENCH MARK MAY BE REACHED FROM BENCH MARK H 56
 JE1047'DESCRIBED ABOVE BY FOLLOWING THE MAIN ROAD NORTH AND WEST FOR
 JE1047'2.8 MILES.
 JE1047
 JE1047                          STATION RECOVERY (1950)
 JE1047
 JE1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0171 ***********************************************************************
 KH0171  DESIGNATION -  G 6
 KH0171  PID         -  KH0171
 KH0171  STATE/COUNTY-  KS/LOGAN
 KH0171  USGS QUAD   -  OAKLEY SW (1979)
 KH0171
 KH0171                         *CURRENT SURVEY CONTROL
 KH0171  ___________________________________________________________________
 KH0171* NAD 83(1986)-  39 06 53.     (N)    100 56 27.     (W)     SCALED    
 KH0171* NAVD 88     -       946.366  (meters)    3104.87   (feet)  ADJUSTED  
 KH0171  ___________________________________________________________________
 KH0171  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 KH0171  DYNAMIC HT  -         945.611 (meters)    3102.39  (feet)  COMP
 KH0171  MODELED GRAV-     979,797.7   (mgal)                       NAVD 88
 KH0171
 KH0171  VERT ORDER  -  FIRST     CLASS II
 KH0171
 KH0171.The horizontal coordinates were scaled from a topographic map and have
 KH0171.an estimated accuracy of +/- 6 seconds.
 KH0171
 KH0171.The orthometric height was determined by differential leveling
 KH0171.and adjusted by the National Geodetic Survey in June 1991..
 KH0171
 KH0171.The geoid height was determined by GEOID03.
 KH0171
 KH0171.The dynamic height is computed by dividing the NAVD 88
 KH0171.geopotential number by the normal gravity value computed on the
 KH0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0171.degrees latitude (g = 980.6199 gals.).
 KH0171
 KH0171.The modeled gravity was interpolated from observed gravity values.
 KH0171
 KH0171;                    North         East    Units  Estimated Accuracy
 KH0171;SPC KS N     -    90,870.      145,710.      MT  (+/- 180 meters Scaled)
 KH0171
 KH0171                          SUPERSEDED SURVEY CONTROL
 KH0171
 KH0171  NGVD 29 (??/??/92)  946.023  (m)         3103.74   (f) ADJ UNCH    1 2
 KH0171
 KH0171.Superseded values are not recommended for survey control.
 KH0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0171.See file dsdata.txt to determine how the superseded data were derived.
 KH0171
 KH0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ322313(NAD 83)
 KH0171_MARKER: DB = BENCH MARK DISK
 KH0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0171_STAMPING: G 6 1933
 KH0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0171+STABILITY: SURFACE MOTION
 KH0171
 KH0171  HISTORY     - Date     Condition        Report By
 KH0171  HISTORY     - 1933     MONUMENTED       CGS
 KH0171  HISTORY     - 1952     GOOD             NGS
 KH0171
 KH0171                          STATION DESCRIPTION
 KH0171
 KH0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0171'4 MI E FROM MONUMENT.
 KH0171'3.95 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0171'STATION AT MONUMENT, 4 POLES WEST OF MILEPOST 382, 117.7 FEET
 KH0171'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40, 47 FEET SOUTH OF
 KH0171'THE SOUTH RAIL, 1.8 FEET NORTH OF A FENCE, 1 FOOT WEST OF A
 KH0171'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KH0171'0.3 FOOT ABOVE THE GROUND.  THIS MARK IS THE AZIMUTH MARK FOR
 KH0171'TRIANGULATION STATION PACIFIC 1951.  IT IS 0.75 MILE EAST
 KH0171'OF THE STATION.  IT IS 0.9 MILE WEST OF BENCH MARK W 299.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0085 ***********************************************************************
 JH0085  DESIGNATION -  G 7
 JH0085  PID         -  JH0085
 JH0085  STATE/COUNTY-  KS/FINNEY
 JH0085  USGS QUAD   -  LOWE (1976)
 JH0085
 JH0085                         *CURRENT SURVEY CONTROL
 JH0085  ___________________________________________________________________
 JH0085* NAD 83(1986)-  38 06 41.     (N)    100 54 39.     (W)     SCALED    
 JH0085* NAVD 88     -       875.691  (meters)    2873.00   (feet)  POSTED    
 JH0085  ___________________________________________________________________
 JH0085  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 JH0085  DYNAMIC HT  -         874.920 (meters)    2870.47  (feet)  COMP
 JH0085  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 JH0085
 JH0085  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JH0085
 JH0085.The horizontal coordinates were scaled from a topographic map and have
 JH0085.an estimated accuracy of +/- 6 seconds.
 JH0085
 JH0085.The orthometric height was determined by differential leveling
 JH0085.and adjusted by the National Geodetic Survey in 1992..
 JH0085.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JH0085.rate of 2.1 thru 3.0 mm/km.
 JH0085
 JH0085.The geoid height was determined by GEOID03.
 JH0085
 JH0085.The dynamic height is computed by dividing the NAVD 88
 JH0085.geopotential number by the normal gravity value computed on the
 JH0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0085.degrees latitude (g = 980.6199 gals.).
 JH0085
 JH0085.The modeled gravity was interpolated from observed gravity values.
 JH0085
 JH0085;                    North         East    Units  Estimated Accuracy
 JH0085;SPC KS S     -   563,080.      188,610.      MT  (+/- 180 meters Scaled)
 JH0085
 JH0085                          SUPERSEDED SURVEY CONTROL
 JH0085
 JH0085  NGVD 29 (??/??/92)  875.343  (m)         2871.85   (f) ADJ UNCH    1 2
 JH0085
 JH0085.Superseded values are not recommended for survey control.
 JH0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0085.See file dsdata.txt to determine how the superseded data were derived.
 JH0085
 JH0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH324198(NAD 83)
 JH0085_MARKER: DB = BENCH MARK DISK
 JH0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0085_STAMPING: G-7 1933
 JH0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0085+STABILITY: SURFACE MOTION
 JH0085
 JH0085  HISTORY     - Date     Condition        Report By
 JH0085  HISTORY     - 1933     MONUMENTED       CGS
 JH0085
 JH0085                          STATION DESCRIPTION
 JH0085
 JH0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0085'10.2 MI S FROM FRIEND.
 JH0085'10.2 MILES SOUTH OF AT AND SF DEPOT 9 FEET SOUTHEAST OF MILE POST
 JH0085'146.  51 FEET EAST OF CENTERLINE OF ATCHISON TOPEKA AND SANTA FE
 JH0085'RAILROAD.  1 FOOT WEST OF RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0188 ***********************************************************************
 KH0188  DESIGNATION -  G 77
 KH0188  PID         -  KH0188
 KH0188  STATE/COUNTY-  KS/THOMAS
 KH0188  USGS QUAD   -  MINGO (1979)
 KH0188
 KH0188                         *CURRENT SURVEY CONTROL
 KH0188  ___________________________________________________________________
 KH0188* NAD 83(1986)-  39 18 12.     (N)    100 58 21.     (W)     SCALED    
 KH0188* NAVD 88     -       954.667  (meters)    3132.10   (feet)  ADJUSTED  
 KH0188  ___________________________________________________________________
 KH0188  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 KH0188  DYNAMIC HT  -         953.912 (meters)    3129.63  (feet)  COMP
 KH0188  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 KH0188
 KH0188  VERT ORDER  -  SECOND    CLASS 0
 KH0188
 KH0188.The horizontal coordinates were scaled from a topographic map and have
 KH0188.an estimated accuracy of +/- 6 seconds.
 KH0188
 KH0188.The orthometric height was determined by differential leveling
 KH0188.and adjusted by the National Geodetic Survey in June 1991..
 KH0188
 KH0188.The geoid height was determined by GEOID03.
 KH0188
 KH0188.The dynamic height is computed by dividing the NAVD 88
 KH0188.geopotential number by the normal gravity value computed on the
 KH0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0188.degrees latitude (g = 980.6199 gals.).
 KH0188
 KH0188.The modeled gravity was interpolated from observed gravity values.
 KH0188
 KH0188;                    North         East    Units  Estimated Accuracy
 KH0188;SPC KS N     -   111,890.      143,660.      MT  (+/- 180 meters Scaled)
 KH0188
 KH0188                          SUPERSEDED SURVEY CONTROL
 KH0188
 KH0188  NGVD 29 (??/??/92)  954.309  (m)         3130.93   (f) ADJ UNCH    2 0
 KH0188
 KH0188.Superseded values are not recommended for survey control.
 KH0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0188.See file dsdata.txt to determine how the superseded data were derived.
 KH0188
 KH0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ299522(NAD 83)
 KH0188_MARKER: DB = BENCH MARK DISK
 KH0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0188_STAMPING: G-77 1934
 KH0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0188+STABILITY: SURFACE MOTION
 KH0188
 KH0188  HISTORY     - Date     Condition        Report By
 KH0188  HISTORY     - 1934     MONUMENTED       CGS
 KH0188  HISTORY     - 1965     MARK NOT FOUND   USGS
 KH0188  HISTORY     - 1976     MARK NOT FOUND   USGS
 KH0188
 KH0188                          STATION DESCRIPTION
 KH0188
 KH0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0188'1.8 MI NW FROM MINGO.
 KH0188'1.8 MILES NW OF AND ALONG THE UNION PACIFIC R.R.  123 YARDS SE OF
 KH0188'R.R. BRIDGE 210.54, 40 FT NE OF CENTER OF TRACK, 8 FT SW OF
 KH0188'R/W FENCE IN LINE WITH TELEGRAPH POLES.
 KH0188
 KH0188                          STATION RECOVERY (1965)
 KH0188
 KH0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KH0188'MARK NOT FOUND.
 KH0188
 KH0188                          STATION RECOVERY (1976)
 KH0188
 KH0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KH0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0304 ***********************************************************************
 KH0304  DESIGNATION -  G 78 RESET
 KH0304  PID         -  KH0304
 KH0304  STATE/COUNTY-  KS/RAWLINS
 KH0304  USGS QUAD   -  ATWOOD NE (1978)
 KH0304
 KH0304                         *CURRENT SURVEY CONTROL
 KH0304  ___________________________________________________________________
 KH0304* NAD 83(1986)-  39 55 35.     (N)    101 03 21.     (W)     SCALED    
 KH0304* NAVD 88     -       910.86   (meters)    2988.4    (feet)  RESET     
 KH0304  ___________________________________________________________________
 KH0304  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 KH0304
 KH0304  VERT ORDER  -  THIRD
 KH0304
 KH0304.The horizontal coordinates were scaled from a topographic map and have
 KH0304.an estimated accuracy of +/- 6 seconds.
 KH0304
 KH0304.The orthometric height was computed from unverified reset data.
 KH0304
 KH0304.The geoid height was determined by GEOID03.
 KH0304
 KH0304;                    North         East    Units  Estimated Accuracy
 KH0304;SPC KS N     -   181,260.      138,810.      MT  (+/- 180 meters Scaled)
 KH0304
 KH0304                          SUPERSEDED SURVEY CONTROL
 KH0304
 KH0304.No superseded survey control is available for this station.
 KH0304
 KH0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK243216(NAD 83)
 KH0304_MARKER: DB = BENCH MARK DISK
 KH0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0304_STAMPING: G 78 RESET 1949
 KH0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0304+STABILITY: SURFACE MOTION
 KH0304
 KH0304  HISTORY     - Date     Condition        Report By
 KH0304  HISTORY     - 1949     MONUMENTED       KSHC
 KH0304  HISTORY     - 1949     GOOD             NGS
 KH0304
 KH0304                          STATION DESCRIPTION
 KH0304
 KH0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KH0304'8.7 MI N FROM ATWOOD.
 KH0304'8.7 MILES NORTH ALONG STATE HIGHWAY 25 FROM ATWOOD, RAWLINS
 KH0304'COUNTY, AT A CHANGE IN WIDTH OF THE RIGHT-OF-WAY, AND 99 FEET
 KH0304'EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KH0304'G 78 RESET 1949 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0183 ***********************************************************************
 HH0183  DESIGNATION -  G 8 2
 HH0183  PID         -  HH0183
 HH0183  STATE/COUNTY-  KS/HASKELL
 HH0183  USGS QUAD   -  SUBLETTE (1977)
 HH0183
 HH0183                         *CURRENT SURVEY CONTROL
 HH0183  ___________________________________________________________________
 HH0183* NAD 83(1997)-  37 28 28.86524(N)    100 52 14.21852(W)     ADJUSTED  
 HH0183* NAVD 88     -       894.54   (meters)    2934.8    (feet)  RESET     
 HH0183  ___________________________________________________________________
 HH0183  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HH0183  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 HH0183
 HH0183  HORZ ORDER  -  THIRD
 HH0183  VERT ORDER  -  THIRD
 HH0183
 HH0183.The horizontal coordinates were established by classical geodetic methods
 HH0183.and adjusted by the National Geodetic Survey in October 1998..
 HH0183.No horizontal observational check was made to the station.
 HH0183
 HH0183.The orthometric height was computed from unverified reset data.
 HH0183
 HH0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0183
 HH0183.The geoid height was determined by GEOID03.
 HH0183
 HH0183;                    North         East     Units Scale Factor Converg.
 HH0183;SPC KS S     -   492,343.338   190,336.259   MT  0.99996562   -1 27 24.5
 HH0183;UTM  14      - 4,149,175.941   334,592.582   MT  0.99993702   -1 08 18.1
 HH0183
 HH0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0183!SPC KS S     -   0.99986375  x   0.99996562  =   0.99982938
 HH0183!UTM  14      -   0.99986375  x   0.99993702  =   0.99980078
 HH0183
 HH0183:                Primary Azimuth Mark                     Grid Az
 HH0183:SPC KS S     -  SUBLETTE MUNICIPAL WATER TANK            070 05 05.4
 HH0183:UTM  14      -  SUBLETTE MUNICIPAL WATER TANK            069 45 59.0
 HH0183
 HH0183|---------------------------------------------------------------------|
 HH0183| PID    Reference Object                     Distance      Geod. Az  |
 HH0183|                                                           dddmmss.s |
 HH0183| HH0977 SUBLETTE MUNICIPAL WATER TANK       APPROX. 2.3 KM 0683740.9 |
 HH0183| CK8934 G 8 2 RM 3                           48.192 METERS 08147     |
 HH0183| HH0975 SUBLETTE ATT MICROWAVE              APPROX. 1.5 KM 0905756.6 |
 HH0183| CK8933 G 8 RM 2                             69.851 METERS 18547     |
 HH0183| CK8931 G 8 AZ MK                                          2675015.2 |
 HH0183| HH0182 G 8                                  13.078 METERS 32628     |
 HH0183|---------------------------------------------------------------------|
 HH0183
 HH0183                          SUPERSEDED SURVEY CONTROL
 HH0183
 HH0183  NAD 83(1997)-  37 28 28.87235(N)    100 52 14.21615(W) AD(       ) 3
 HH0183  NAD 83(1986)-  37 28 28.87154(N)    100 52 14.21800(W) AD(       ) 3
 HH0183  NAD 27      -  37 28 28.82077(N)    100 52 12.66249(W) AD(       ) 3
 HH0183  NGVD 29 (07/19/86)  894.70   (m)         2935.4    (f) LEVELING    3  
 HH0183
 HH0183.Superseded values are not recommended for survey control.
 HH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0183.See file dsdata.txt to determine how the superseded data were derived.
 HH0183
 HH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG3459349176(NAD 83)
 HH0183_MARKER: DS = TRIANGULATION STATION DISK
 HH0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0183_STAMPING: BM G 8 2 1965
 HH0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0183+STABILITY: SURFACE MOTION
 HH0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0183+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 HH0183
 HH0183  HISTORY     - Date     Condition        Report By
 HH0183  HISTORY     - 1965     MONUMENTED       CGS
 HH0183  HISTORY     - 1965     GOOD             CGS
 HH0183  HISTORY     - 20050607 GOOD             INDIV
 HH0183
 HH0183                          STATION DESCRIPTION
 HH0183
 HH0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAE)
 HH0183'THE STATION IS 1-1/2 MILES SOUTHWEST OF SUBLETTE, AND IN THE
 HH0183'SOUTHEAST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 83 AND
 HH0183'160 AND U.S. HIGHWAY 56.
 HH0183'
 HH0183'TO REACH THE STATION FROM THE MAIN INTERSECTION ON U.S. HIGHWAY
 HH0183'56 IN SUBLETTE, GO SOUTHWEST ON U.S. HIGHWAY 56 FOR 1.7 MILES
 HH0183'TO THE JUNCTION OF U.S. HIGHWAY 83 AND 160 AND THE STATION
 HH0183'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.  (CONTINUE WEST ON
 HH0183'HIGHWAY 56 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 HH0183'
 HH0183'THE STATION MARKS ARE STANDARD DISKS STAMPED B.M. G8 2 1965.
 HH0183'THE SURFACE DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS
 HH0183'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 91 FEET EAST OF THE
 HH0183'CENTERLINE OF U.S. HIGHWAY 83 AND 160, 60 FEET SOUTH OF THE
 HH0183'CENTERLINE OF U.S. HIGHWAY 56, 6.5 FEET EAST OF A POWER POLE, AND
 HH0183'3.5 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 HH0183'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 HH0183'SURFACE OF THE GROUND.
 HH0183'
 HH0183'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED B.M. G8 NO 2 1961,
 HH0183'IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 HH0183'IT IS 68 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 83 AND
 HH0183'160 AND 2.5 FEET NORTH OF A STEEL RIGHT-OF-WAY POST.
 HH0183'
 HH0183'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED B.M. G8 2 NO 3
 HH0183'1961, IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 HH0183'INCHES.  IT IS ABOUT 58 FEET SOUTH OF THE CENTERLINE AND 2 FEET
 HH0183'NORTH OF A POWER POLE.
 HH0183'
 HH0183'AZIMUTH MARK, A STANDARD DISK STAMPED B.M. G8 1961, IS SET IN
 HH0183'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 113.5
 HH0183'FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK, 88 FEET NORTH
 HH0183'OF THE PROPOSED CENTER LINE OF U.S. HIGHWAY 56, AND 1.5 FEET
 HH0183'NORTH OF A METAL WITNESS POST.
 HH0183
 HH0183                          STATION RECOVERY (1965)
 HH0183
 HH0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HH0183'1.6 MI SW FROM SUBLETTE.
 HH0183'1.6 MILES WEST ALONG THE ATCHINSON, TOPEKA AND SANTA FE RAILWAY
 HH0183'FROM THE STATION IN SUBLETTE, 183 YARDS SOUTH OF THE TRACK, 91
 HH0183'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAYS 83 AND 160, 60 FEET
 HH0183'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 56, 6.5 FEET EAST OF A
 HH0183'POWER POLE, 3.5 FEET NORTH OF A METAL WITNESS POST, AND IN THE
 HH0183'SOUTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 83 AND 160
 HH0183'AND U.S. HIGHWAY 56.  IT IS A STANDARD COAST AND GEODETIC SURVEY
 HH0183'TRIANGULATION STATION MARK DISK STAMPED B.M. G 8 2 1965, SET
 HH0183'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 HH0183'SURFACE OF THE GROUND.
 HH0183
 HH0183                          STATION RECOVERY (2005)
 HH0183
 HH0183'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLE)
 HH0183'POWER POLE REPLACED.  MARK IS 3' EAST OF CURRENT POWER POLE.  OTHER
 HH0183'ELEMENTS OF THE DESCRIPTION ARE OKAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0454 ***********************************************************************
 KH0454  DESIGNATION -  G 80
 KH0454  PID         -  KH0454
 KH0454  STATE/COUNTY-  KS/SHERMAN
 KH0454  USGS QUAD   -  WILD HORSE DRAW (1979)
 KH0454
 KH0454                         *CURRENT SURVEY CONTROL
 KH0454  ___________________________________________________________________
 KH0454* NAD 83(1986)-  39 14 06.     (N)    101 43 34.     (W)     SCALED    
 KH0454* NAVD 88     -      1125.142  (meters)    3691.40   (feet)  ADJUSTED  
 KH0454  ___________________________________________________________________
 KH0454  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 KH0454  DYNAMIC HT  -        1124.184 (meters)    3688.26  (feet)  COMP
 KH0454  MODELED GRAV-     979,737.4   (mgal)                       NAVD 88
 KH0454
 KH0454  VERT ORDER  -  SECOND    CLASS 0
 KH0454
 KH0454.The horizontal coordinates were scaled from a topographic map and have
 KH0454.an estimated accuracy of +/- 6 seconds.
 KH0454
 KH0454.The orthometric height was determined by differential leveling
 KH0454.and adjusted by the National Geodetic Survey in June 1991..
 KH0454
 KH0454.The geoid height was determined by GEOID03.
 KH0454
 KH0454.The dynamic height is computed by dividing the NAVD 88
 KH0454.geopotential number by the normal gravity value computed on the
 KH0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0454.degrees latitude (g = 980.6199 gals.).
 KH0454
 KH0454.The modeled gravity was interpolated from observed gravity values.
 KH0454
 KH0454;                    North         East    Units  Estimated Accuracy
 KH0454;SPC KS N     -   106,710.       78,400.      MT  (+/- 180 meters Scaled)
 KH0454
 KH0454                          SUPERSEDED SURVEY CONTROL
 KH0454
 KH0454  NGVD 29 (??/??/92) 1124.689  (m)         3689.92   (f) ADJ UNCH    2 0
 KH0454
 KH0454.Superseded values are not recommended for survey control.
 KH0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0454.See file dsdata.txt to determine how the superseded data were derived.
 KH0454
 KH0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ647463(NAD 83)
 KH0454_MARKER: DB = BENCH MARK DISK
 KH0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0454_STAMPING: G 80 1935
 KH0454_MARK LOGO: CGS   
 KH0454_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0454+STABILITY: SURFACE MOTION
 KH0454
 KH0454  HISTORY     - Date     Condition        Report By
 KH0454  HISTORY     - 1935     MONUMENTED       CGS
 KH0454  HISTORY     - 1940     GOOD             NGS
 KH0454  HISTORY     - 20000503 POOR             NGS
 KH0454
 KH0454                          STATION DESCRIPTION
 KH0454
 KH0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0454'8 MI S FROM GOODLAND.
 KH0454'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0454'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0454'PARALLELING THE RAILROAD TRACKS, GO 0.7 MILE, TURN LEFT (SOUTH)
 KH0454'ACROSS THE TRACKS ONTO A SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0454'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 7.0 MILES.  BENCH
 KH0454'MARK IS AT A CROSS-INTERSECTION OF STATE HIGHWAY NO. 27 AND AN
 KH0454'EAST-WEST SECTION LINE ROAD, 53 FEET NORTHEAST OF CENTER OF THE
 KH0454'INTERSECTION, 46 FEET EAST OF CENTER LINE OF STATE HIGHWAY NO.
 KH0454'27, 25 FEET NORTH OF CENTER LINE OF THE EAST-WEST SECTION LINE
 KH0454'ROAD, 5.0 FEET SOUTHWEST OF TELEPHONE POLE, 2.0 FEET WEST OF A
 KH0454'4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  A STD.
 KH0454'DISK B M IN A CAST-IN-PLACE CONCRETE POST PROJECTING 0.7 FOOT.
 KH0454
 KH0454                          STATION RECOVERY (2000)
 KH0454
 KH0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JS)
 KH0454'POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0321 ***********************************************************************
 KH0321  DESIGNATION -  G 81
 KH0321  PID         -  KH0321
 KH0321  STATE/COUNTY-  KS/THOMAS
 KH0321  USGS QUAD   -  BREWSTER NE (1967)
 KH0321
 KH0321                         *CURRENT SURVEY CONTROL
 KH0321  ___________________________________________________________________
 KH0321* NAD 83(1986)-  39 22 34.     (N)    101 16 38.     (W)     SCALED    
 KH0321* NAVD 88     -       998.181  (meters)    3274.87   (feet)  ADJUSTED  
 KH0321  ___________________________________________________________________
 KH0321  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 KH0321  DYNAMIC HT  -         997.375 (meters)    3272.22  (feet)  COMP
 KH0321  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 KH0321
 KH0321  VERT ORDER  -  SECOND    CLASS 0
 KH0321
 KH0321.The horizontal coordinates were scaled from a topographic map and have
 KH0321.an estimated accuracy of +/- 6 seconds.
 KH0321
 KH0321.The orthometric height was determined by differential leveling
 KH0321.and adjusted by the National Geodetic Survey in June 1991..
 KH0321
 KH0321.The geoid height was determined by GEOID03.
 KH0321
 KH0321.The dynamic height is computed by dividing the NAVD 88
 KH0321.geopotential number by the normal gravity value computed on the
 KH0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0321.degrees latitude (g = 980.6199 gals.).
 KH0321
 KH0321.The modeled gravity was interpolated from observed gravity values.
 KH0321
 KH0321;                    North         East    Units  Estimated Accuracy
 KH0321;SPC KS N     -   120,870.      117,690.      MT  (+/- 180 meters Scaled)
 KH0321
 KH0321                          SUPERSEDED SURVEY CONTROL
 KH0321
 KH0321  NGVD 29 (??/??/92)  997.786  (m)         3273.57   (f) ADJ UNCH    2 0
 KH0321
 KH0321.Superseded values are not recommended for survey control.
 KH0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0321.See file dsdata.txt to determine how the superseded data were derived.
 KH0321
 KH0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ038609(NAD 83)
 KH0321_MARKER: DB = BENCH MARK DISK
 KH0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0321_SP_SET: RETAINING WALL
 KH0321_STAMPING: G 81 1933
 KH0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0321
 KH0321  HISTORY     - Date     Condition        Report By
 KH0321  HISTORY     - 1935     MONUMENTED       CGS
 KH0321
 KH0321                          STATION DESCRIPTION
 KH0321
 KH0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0321'4.4 MI W FROM LEVANT.
 KH0321'4.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0321'RAILROAD FROM THE STATION AT LEVANT, THOMAS COUNTY, 95 FEET
 KH0321'SOUTHEAST OF MILE POLE 400/10, AT TRESTLE 400.02, IN THE TOP
 KH0321'OF THE CONCRETE RETAINING WALL, AND 10 FEET SOUTH OF THE CENTERLINE
 KH0321'OF THE TRACK.  A STANDARD DISK, STAMPED G 81 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0407 ***********************************************************************
 KH0407  DESIGNATION -  G 82
 KH0407  PID         -  KH0407
 KH0407  STATE/COUNTY-  KS/SHERMAN
 KH0407  USGS QUAD   -  GOODLAND (1974)
 KH0407
 KH0407                         *CURRENT SURVEY CONTROL
 KH0407  ___________________________________________________________________
 KH0407* NAD 83(1986)-  39 21 03.     (N)    101 42 36.     (W)     SCALED    
 KH0407* NAVD 88     -      1123.073  (meters)    3684.62   (feet)  ADJUSTED  
 KH0407  ___________________________________________________________________
 KH0407  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 KH0407  DYNAMIC HT  -        1122.131 (meters)    3681.52  (feet)  COMP
 KH0407  MODELED GRAV-     979,748.9   (mgal)                       NAVD 88
 KH0407
 KH0407  VERT ORDER  -  SECOND    CLASS 0
 KH0407
 KH0407.The horizontal coordinates were scaled from a topographic map and have
 KH0407.an estimated accuracy of +/- 6 seconds.
 KH0407
 KH0407.The orthometric height was determined by differential leveling
 KH0407.and adjusted by the National Geodetic Survey in June 1991..
 KH0407
 KH0407.The geoid height was determined by GEOID03.
 KH0407
 KH0407.The dynamic height is computed by dividing the NAVD 88
 KH0407.geopotential number by the normal gravity value computed on the
 KH0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0407.degrees latitude (g = 980.6199 gals.).
 KH0407
 KH0407.The modeled gravity was interpolated from observed gravity values.
 KH0407
 KH0407;                    North         East    Units  Estimated Accuracy
 KH0407;SPC KS N     -   119,500.       80,310.      MT  (+/- 180 meters Scaled)
 KH0407
 KH0407                          SUPERSEDED SURVEY CONTROL
 KH0407
 KH0407  NGVD 29 (??/??/92) 1122.622  (m)         3683.14   (f) ADJ UNCH    2 0
 KH0407
 KH0407.Superseded values are not recommended for survey control.
 KH0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0407.See file dsdata.txt to determine how the superseded data were derived.
 KH0407
 KH0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ664592(NAD 83)
 KH0407_MARKER: DB = BENCH MARK DISK
 KH0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0407_STAMPING: G 82 1935
 KH0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0407+STABILITY: SURFACE MOTION
 KH0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0407+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2006
 KH0407
 KH0407  HISTORY     - Date     Condition        Report By
 KH0407  HISTORY     - 1935     MONUMENTED       CGS
 KH0407  HISTORY     - 1967     GOOD             USGS
 KH0407  HISTORY     - 20060609 GOOD             INDIV
 KH0407
 KH0407                          STATION DESCRIPTION
 KH0407
 KH0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0407'AT GOODLAND.
 KH0407'AT GOODLAND, SHERMAN COUNTY, AT THE COUNTY COURTHOUSE, 47.5 FEET
 KH0407'WEST OF THE CENTER DOOR OF THE WEST ENTRANCE, MIDWAY BETWEEN
 KH0407'THE TWO SIDEWALKS LEADING TO THE ENTRANCE, AND 7 FEET EAST OF THE
 KH0407'CENTER LINE OF THE STREET SIDEWALK.  A STANDARD DISK, STAMPED
 KH0407'G 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KH0407
 KH0407                          STATION RECOVERY (1967)
 KH0407
 KH0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KH0407'RECOVERED IN GOOD CONDITION.
 KH0407
 KH0407                          STATION RECOVERY (2006)
 KH0407
 KH0407'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLE)
 KH0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0543 ***********************************************************************
 HH0543  DESIGNATION -  G 84
 HH0543  PID         -  HH0543
 HH0543  STATE/COUNTY-  KS/STANTON
 HH0543  USGS QUAD   -  JOHNSON WEST (1973)
 HH0543
 HH0543                         *CURRENT SURVEY CONTROL
 HH0543  ___________________________________________________________________
 HH0543* NAD 83(1986)-  37 32 44.     (N)    101 48 51.     (W)     SCALED    
 HH0543* NAVD 88     -      1042.422  (meters)    3420.01   (feet)  ADJUSTED  
 HH0543  ___________________________________________________________________
 HH0543  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 HH0543  DYNAMIC HT  -        1041.415 (meters)    3416.71  (feet)  COMP
 HH0543  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 HH0543
 HH0543  VERT ORDER  -  SECOND    CLASS 0
 HH0543
 HH0543.The horizontal coordinates were scaled from a topographic map and have
 HH0543.an estimated accuracy of +/- 6 seconds.
 HH0543
 HH0543.The orthometric height was determined by differential leveling
 HH0543.and adjusted by the National Geodetic Survey in June 1991..
 HH0543
 HH0543.The geoid height was determined by GEOID03.
 HH0543
 HH0543.The dynamic height is computed by dividing the NAVD 88
 HH0543.geopotential number by the normal gravity value computed on the
 HH0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0543.degrees latitude (g = 980.6199 gals.).
 HH0543
 HH0543.The modeled gravity was interpolated from observed gravity values.
 HH0543
 HH0543;                    North         East    Units  Estimated Accuracy
 HH0543;SPC KS S     -   502,750.      107,200.      MT  (+/- 180 meters Scaled)
 HH0543
 HH0543                          SUPERSEDED SURVEY CONTROL
 HH0543
 HH0543  NGVD 29 (??/??/92) 1042.002  (m)         3418.63   (f) ADJ UNCH    2 0
 HH0543
 HH0543.Superseded values are not recommended for survey control.
 HH0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0543.See file dsdata.txt to determine how the superseded data were derived.
 HH0543
 HH0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG513591(NAD 83)
 HH0543_MARKER: DB = BENCH MARK DISK
 HH0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0543_STAMPING: G 84 1935
 HH0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0543+STABILITY: SURFACE MOTION
 HH0543
 HH0543  HISTORY     - Date     Condition        Report By
 HH0543  HISTORY     - 1935     MONUMENTED       CGS
 HH0543  HISTORY     - 1947     GOOD             NGS
 HH0543  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0543
 HH0543                          STATION DESCRIPTION
 HH0543
 HH0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HH0543'3.3 MI W FROM JOHNSON.
 HH0543'3.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0543'FROM THE STATION AT JOHNSON, STANTON COUNTY, 4.1 MILES EAST OF
 HH0543'MANTER, 3 POLES EAST OF MILEPOST 49, 42 FEET SOUTH OF THE
 HH0543'CENTERLINE OF THE TRACK, AND 2 FEET SOUTH OF A TELEPHONE POLE.
 HH0543'A STANDARD DISK, STAMPED G 84 1935 AND SET IN THE TOP OF A
 HH0543'CONCRETE POST.
 HH0543
 HH0543                          STATION RECOVERY (1973)
 HH0543
 HH0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0338 ***********************************************************************
 HH0338  DESIGNATION -  G 86 RESET
 HH0338  PID         -  HH0338
 HH0338  STATE/COUNTY-  KS/STEVENS
 HH0338  USGS QUAD   -  HUGOTON (1974)
 HH0338
 HH0338                         *CURRENT SURVEY CONTROL
 HH0338  ___________________________________________________________________
 HH0338* NAD 83(1986)-  37 10 11.     (N)    101 16 06.     (W)     SCALED    
 HH0338* NAVD 88     -       934.06   (meters)    3064.5    (feet)  RESET     
 HH0338  ___________________________________________________________________
 HH0338  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 HH0338
 HH0338  VERT ORDER  -  THIRD
 HH0338
 HH0338.The horizontal coordinates were scaled from a topographic map and have
 HH0338.an estimated accuracy of +/- 6 seconds.
 HH0338
 HH0338.The orthometric height was computed from unverified reset data.
 HH0338
 HH0338.The geoid height was determined by GEOID03.
 HH0338
 HH0338;                    North         East    Units  Estimated Accuracy
 HH0338;SPC KS S     -   459,480.      154,170.      MT  (+/- 180 meters Scaled)
 HH0338
 HH0338                          SUPERSEDED SURVEY CONTROL
 HH0338
 HH0338.No superseded survey control is available for this station.
 HH0338
 HH0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG986161(NAD 83)
 HH0338_MARKER: DB = BENCH MARK DISK
 HH0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0338_STAMPING: G 86 RESET 1968
 HH0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0338+STABILITY: SURFACE MOTION
 HH0338
 HH0338  HISTORY     - Date     Condition        Report By
 HH0338  HISTORY     - 1968     MONUMENTED       CGS
 HH0338
 HH0338                          STATION DESCRIPTION
 HH0338
 HH0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HH0338'4.9 MI E FROM HUGOTON.
 HH0338'ABOUT 4.9 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE COURTHOUSE
 HH0338'AT HUGOTON, 0.05 MILE WEST OF A ROAD LEADING SOUTH, 59 FEET
 HH0338'SOUTH OF THE CENTER OF U.S. HIGHWAY 270, 1.5 FEET WEST OF A
 HH0338'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE POST
 HH0338'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0394 ***********************************************************************
 HH0394  DESIGNATION -  G 87
 HH0394  PID         -  HH0394
 HH0394  STATE/COUNTY-  KS/MORTON
 HH0394  USGS QUAD   -  ROLLA NW (1973)
 HH0394
 HH0394                         *CURRENT SURVEY CONTROL
 HH0394  ___________________________________________________________________
 HH0394* NAD 83(1986)-  37 12 43.     (N)    101 37 44.     (W)     SCALED    
 HH0394* NAVD 88     -       988.527  (meters)    3243.19   (feet)  ADJUSTED  
 HH0394  ___________________________________________________________________
 HH0394  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 HH0394  DYNAMIC HT  -         987.537 (meters)    3239.94  (feet)  COMP
 HH0394  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 HH0394
 HH0394  VERT ORDER  -  SECOND    CLASS 0
 HH0394
 HH0394.The horizontal coordinates were scaled from a topographic map and have
 HH0394.an estimated accuracy of +/- 6 seconds.
 HH0394
 HH0394.The orthometric height was determined by differential leveling
 HH0394.and adjusted by the National Geodetic Survey in June 1991..
 HH0394
 HH0394.The geoid height was determined by GEOID03.
 HH0394
 HH0394.The dynamic height is computed by dividing the NAVD 88
 HH0394.geopotential number by the normal gravity value computed on the
 HH0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0394.degrees latitude (g = 980.6199 gals.).
 HH0394
 HH0394.The modeled gravity was interpolated from observed gravity values.
 HH0394
 HH0394;                    North         East    Units  Estimated Accuracy
 HH0394;SPC KS S     -   465,180.      122,320.      MT  (+/- 180 meters Scaled)
 HH0394
 HH0394                          SUPERSEDED SURVEY CONTROL
 HH0394
 HH0394  NGVD 29 (??/??/92)  988.096  (m)         3241.78   (f) ADJ UNCH    2 0
 HH0394
 HH0394.Superseded values are not recommended for survey control.
 HH0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0394.See file dsdata.txt to determine how the superseded data were derived.
 HH0394
 HH0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG667216(NAD 83)
 HH0394_MARKER: DB = BENCH MARK DISK
 HH0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0394_STAMPING: G 87 1935
 HH0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0394+STABILITY: SURFACE MOTION
 HH0394
 HH0394  HISTORY     - Date     Condition        Report By
 HH0394  HISTORY     - 1935     MONUMENTED       CGS
 HH0394  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0394
 HH0394                          STATION DESCRIPTION
 HH0394
 HH0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0394'11.9 MI SE FROM RICHFIELD.
 HH0394'11.9 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM RICHFIELD,
 HH0394'MORTON COUNTY, AT A RIGHT-ANGLE TURN IN THE HIGHWAY, 75 FEET
 HH0394'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT THE MIDDLE OF
 HH0394'THE CURVE, AND 2 FEET NORTHWEST OF A FENCE CORNER.  A STANDARD
 HH0394'DISK, STAMPED G 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HH0394
 HH0394                          STATION RECOVERY (1973)
 HH0394
 HH0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0425 ***********************************************************************
 HH0425  DESIGNATION -  G 88
 HH0425  PID         -  HH0425
 HH0425  STATE/COUNTY-  KS/MORTON
 HH0425  USGS QUAD   -  ELKHART NW (1973)
 HH0425
 HH0425                         *CURRENT SURVEY CONTROL
 HH0425  ___________________________________________________________________
 HH0425* NAD 83(1986)-  37 10 14.     (N)    101 53 59.     (W)     SCALED    
 HH0425* NAVD 88     -      1074.507  (meters)    3525.28   (feet)  ADJUSTED  
 HH0425  ___________________________________________________________________
 HH0425  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 HH0425  DYNAMIC HT  -        1073.421 (meters)    3521.72  (feet)  COMP
 HH0425  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 HH0425
 HH0425  VERT ORDER  -  SECOND    CLASS 0
 HH0425
 HH0425.The horizontal coordinates were scaled from a topographic map and have
 HH0425.an estimated accuracy of +/- 6 seconds.
 HH0425
 HH0425.The orthometric height was determined by differential leveling
 HH0425.and adjusted by the National Geodetic Survey in June 1991..
 HH0425
 HH0425.The geoid height was determined by GEOID03.
 HH0425
 HH0425.The dynamic height is computed by dividing the NAVD 88
 HH0425.geopotential number by the normal gravity value computed on the
 HH0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0425.degrees latitude (g = 980.6199 gals.).
 HH0425
 HH0425.The modeled gravity was interpolated from observed gravity values.
 HH0425
 HH0425;                    North         East    Units  Estimated Accuracy
 HH0425;SPC KS S     -   461,430.       98,120.      MT  (+/- 180 meters Scaled)
 HH0425
 HH0425                          SUPERSEDED SURVEY CONTROL
 HH0425
 HH0425  NGVD 29 (??/??/92) 1074.060  (m)         3523.81   (f) ADJ UNCH    2 0
 HH0425
 HH0425.Superseded values are not recommended for survey control.
 HH0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0425.See file dsdata.txt to determine how the superseded data were derived.
 HH0425
 HH0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG425177(NAD 83)
 HH0425_MARKER: DB = BENCH MARK DISK
 HH0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0425_STAMPING: G 88 1935
 HH0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0425+STABILITY: SURFACE MOTION
 HH0425
 HH0425  HISTORY     - Date     Condition        Report By
 HH0425  HISTORY     - 1935     MONUMENTED       CGS
 HH0425
 HH0425                          STATION DESCRIPTION
 HH0425
 HH0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0425'12.6 MI SW FROM RICHFIELD.
 HH0425'12.6 MI. S.W. ALONG STATE 12.  ABOUT 42 FT. N. OF THE CENTER
 HH0425'LINE OF A CROSSROAD, ABOUT 39 FT. E. OF THE CENTER LINE OF THE
 HH0425'HWY. AND 2 FT. S. OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0426 ***********************************************************************
 HH0426  DESIGNATION -  G 88 RESET
 HH0426  PID         -  HH0426
 HH0426  STATE/COUNTY-  KS/MORTON
 HH0426  USGS QUAD   -  ELKHART NW (1973)
 HH0426
 HH0426                         *CURRENT SURVEY CONTROL
 HH0426  ___________________________________________________________________
 HH0426* NAD 83(1986)-  37 10 14.     (N)    101 53 59.     (W)     SCALED    
 HH0426* NAVD 88     -      1075.33   (meters)    3528.0    (feet)  RESET     
 HH0426  ___________________________________________________________________
 HH0426  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 HH0426
 HH0426  VERT ORDER  -  THIRD
 HH0426
 HH0426.The horizontal coordinates were scaled from a topographic map and have
 HH0426.an estimated accuracy of +/- 6 seconds.
 HH0426
 HH0426.The orthometric height was computed from unverified reset data.
 HH0426
 HH0426.The geoid height was determined by GEOID03.
 HH0426
 HH0426;                    North         East    Units  Estimated Accuracy
 HH0426;SPC KS S     -   461,430.       98,120.      MT  (+/- 180 meters Scaled)
 HH0426
 HH0426                          SUPERSEDED SURVEY CONTROL
 HH0426
 HH0426.No superseded survey control is available for this station.
 HH0426
 HH0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG425177(NAD 83)
 HH0426_MARKER: DB = BENCH MARK DISK
 HH0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0426_SP_SET: CULVERT
 HH0426_STAMPING: G 88 RESET 1941
 HH0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0426
 HH0426  HISTORY     - Date     Condition        Report By
 HH0426  HISTORY     - 1941     MONUMENTED       KSHC
 HH0426
 HH0426                          STATION DESCRIPTION
 HH0426
 HH0426'DESCRIBED BY KS HIGHWAY COMM 1941
 HH0426'12.6 MI FROM RICHFIELD.
 HH0426'12.6 MILES SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 51
 HH0426'FROM RICHFIELD, MORTON COUNTY, AT A ROAD INTERSECTION, 42 FEET
 HH0426'NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST OF THE
 HH0426'CENTER LINE OF THE OLD HIGHWAY, AT A CONCRETE CULVERT UNDER
 HH0426'THE NEW HIGHWAY, AND IN THE CENTER OF THE TOP OF THE NORTHEAST
 HH0426'HEADWALL.  A STANDARD DISK, STAMPED G 88 RESET 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0482 ***********************************************************************
 HH0482  DESIGNATION -  G 89
 HH0482  PID         -  HH0482
 HH0482  STATE/COUNTY-  KS/STANTON
 HH0482  USGS QUAD   -  RICHFIELD NE (1973)
 HH0482
 HH0482                         *CURRENT SURVEY CONTROL
 HH0482  ___________________________________________________________________
 HH0482* NAD 83(1986)-  37 29 26.     (N)    101 45 43.     (W)     SCALED    
 HH0482* NAVD 88     -      1027.183  (meters)    3370.02   (feet)  ADJUSTED  
 HH0482  ___________________________________________________________________
 HH0482  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 HH0482  DYNAMIC HT  -        1026.188 (meters)    3366.75  (feet)  COMP
 HH0482  MODELED GRAV-     979,626.8   (mgal)                       NAVD 88
 HH0482
 HH0482  VERT ORDER  -  SECOND    CLASS 0
 HH0482
 HH0482.The horizontal coordinates were scaled from a topographic map and have
 HH0482.an estimated accuracy of +/- 6 seconds.
 HH0482
 HH0482.The orthometric height was determined by differential leveling
 HH0482.and adjusted by the National Geodetic Survey in June 1991..
 HH0482
 HH0482.The geoid height was determined by GEOID03.
 HH0482
 HH0482.The dynamic height is computed by dividing the NAVD 88
 HH0482.geopotential number by the normal gravity value computed on the
 HH0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0482.degrees latitude (g = 980.6199 gals.).
 HH0482
 HH0482.The modeled gravity was interpolated from observed gravity values.
 HH0482
 HH0482;                    North         East    Units  Estimated Accuracy
 HH0482;SPC KS S     -   496,490.      111,590.      MT  (+/- 180 meters Scaled)
 HH0482
 HH0482                          SUPERSEDED SURVEY CONTROL
 HH0482
 HH0482  NGVD 29 (??/??/92) 1026.768  (m)         3368.65   (f) ADJ UNCH    2 0
 HH0482
 HH0482.Superseded values are not recommended for survey control.
 HH0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0482.See file dsdata.txt to determine how the superseded data were derived.
 HH0482
 HH0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG558528(NAD 83)
 HH0482_MARKER: DB = BENCH MARK DISK
 HH0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0482_STAMPING: G 89 1935
 HH0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0482+STABILITY: SURFACE MOTION
 HH0482
 HH0482  HISTORY     - Date     Condition        Report By
 HH0482  HISTORY     - 1935     MONUMENTED       CGS
 HH0482  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0482
 HH0482                          STATION DESCRIPTION
 HH0482
 HH0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0482'5 MI S FROM JOHNSON.
 HH0482'ABOUT 5 MILES SOUTH ALONG STATE HIGHWAY 27 FROM JOHNSON, STANTON
 HH0482'COUNTY, AT A ROAD INTERSECTION, 72 FEET NORTH OF THE CENTERLINE
 HH0482'OF THE ROAD, 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 HH0482'43 FEET NORTH OF A FENCE CORNER, AND 1 FOOT WEST OF THE FENCE.
 HH0482'A STANDARD DISK, STAMPED G 89 1935 AND SET IN THE TOP OF A
 HH0482'CONCRETE POST.
 HH0482
 HH0482                          STATION RECOVERY (1973)
 HH0482
 HH0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0092 ***********************************************************************
 JH0092  DESIGNATION -  G 9
 JH0092  PID         -  JH0092
 JH0092  STATE/COUNTY-  KS/LOGAN
 JH0092  USGS QUAD   -  ELKADER NE (1972)
 JH0092
 JH0092                         *CURRENT SURVEY CONTROL
 JH0092  ___________________________________________________________________
 JH0092* NAD 83(1986)-  38 53 15.     (N)    100 51 13.     (W)     SCALED    
 JH0092* NAVD 88     -       890.041  (meters)    2920.08   (feet)  ADJUSTED  
 JH0092  ___________________________________________________________________
 JH0092  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 JH0092  DYNAMIC HT  -         889.324 (meters)    2917.72  (feet)  COMP
 JH0092  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 JH0092
 JH0092  VERT ORDER  -  FIRST     CLASS II
 JH0092
 JH0092.The horizontal coordinates were scaled from a topographic map and have
 JH0092.an estimated accuracy of +/- 6 seconds.
 JH0092
 JH0092.The orthometric height was determined by differential leveling
 JH0092.and adjusted by the National Geodetic Survey in June 1991..
 JH0092
 JH0092.The geoid height was determined by GEOID03.
 JH0092
 JH0092.The dynamic height is computed by dividing the NAVD 88
 JH0092.geopotential number by the normal gravity value computed on the
 JH0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0092.degrees latitude (g = 980.6199 gals.).
 JH0092
 JH0092.The modeled gravity was interpolated from observed gravity values.
 JH0092
 JH0092;                    North         East    Units  Estimated Accuracy
 JH0092;SPC KS N     -    65,420.      152,460.      MT  (+/- 180 meters Scaled)
 JH0092
 JH0092                          SUPERSEDED SURVEY CONTROL
 JH0092
 JH0092  NGVD 29 (02/14/92)  889.700  (m)         2918.96   (f) ADJUSTED    1 2
 JH0092
 JH0092.Superseded values are not recommended for survey control.
 JH0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0092.See file dsdata.txt to determine how the superseded data were derived.
 JH0092
 JH0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ392059(NAD 83)
 JH0092_MARKER: DB = BENCH MARK DISK
 JH0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0092_SP_SET: CONCRETE POST
 JH0092_STAMPING: G 9 1933
 JH0092_MARK LOGO: CGS   
 JH0092_PROJECTION: PROJECTING 10 CENTIMETERS
 JH0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0092+STABILITY: SURFACE MOTION
 JH0092
 JH0092  HISTORY     - Date     Condition        Report By
 JH0092  HISTORY     - 1933     MONUMENTED       CGS
 JH0092  HISTORY     - 1942     GOOD             NGS
 JH0092  HISTORY     - 1986     GOOD             NGS
 JH0092
 JH0092                          STATION DESCRIPTION
 JH0092
 JH0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0092'6.6 MI N FROM ELKADER.
 JH0092'6.6 MILES NORTH OF ELKADER POST OFFICE 54 FEET WEST OF
 JH0092'CENTERLINE OF NEW PORTATION OF HIGHWAY U.S. 83 AT SECTION-LINE
 JH0092'CORNER, ON WEST HIGHWAY RIGHT OF WAY LINE.
 JH0092
 JH0092                          STATION RECOVERY (1942)
 JH0092
 JH0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0092'RECOVERED IN GOOD CONDITION.
 JH0092
 JH0092                          STATION RECOVERY (1986)
 JH0092
 JH0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0092'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  25.44 KM
 JH0092'(15.90 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US HIGHWAY
 JH0092'40 AT OAKLEY, 0.50 KM (0.31 MI) NORTH OF MILEPOST 135, 15.8 METERS (52
 JH0092'FT) WEST OF THE HIGHWAY CENTERLINE, 37.8 METERS (124 FT) SOUTH OF THE
 JH0092'EXTENDED CENTER OF A DIRT ROAD LEADING EAST, 10.3 METERS (34 FT) NORTH
 JH0092'OF A CONCRETE RIGHT OF WAY MARKER, 2.1 METERS (7 FT) SOUTH OF A FENCE
 JH0092'T JUNCTION AND 0.15 METER (0.5 FT) EAST OF A FENCE.
 JH0092'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JH0092'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0222 ***********************************************************************
 HH0222  DESIGNATION -  G 91
 HH0222  PID         -  HH0222
 HH0222  STATE/COUNTY-  KS/KEARNY
 HH0222  USGS QUAD   -  LAKIN SE (1978)
 HH0222
 HH0222                         *CURRENT SURVEY CONTROL
 HH0222  ___________________________________________________________________
 HH0222* NAD 83(1986)-  37 50 11.     (N)    101 20 11.     (W)     SCALED    
 HH0222* NAVD 88     -       926.206  (meters)    3038.73   (feet)  ADJUSTED  
 HH0222  ___________________________________________________________________
 HH0222  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 HH0222  DYNAMIC HT  -         925.347 (meters)    3035.91  (feet)  COMP
 HH0222  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 HH0222
 HH0222  VERT ORDER  -  SECOND    CLASS 0
 HH0222
 HH0222.The horizontal coordinates were scaled from a topographic map and have
 HH0222.an estimated accuracy of +/- 6 seconds.
 HH0222
 HH0222.The orthometric height was determined by differential leveling
 HH0222.and adjusted by the National Geodetic Survey in June 1991..
 HH0222
 HH0222.The geoid height was determined by GEOID03.
 HH0222
 HH0222.The dynamic height is computed by dividing the NAVD 88
 HH0222.geopotential number by the normal gravity value computed on the
 HH0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0222.degrees latitude (g = 980.6199 gals.).
 HH0222
 HH0222.The modeled gravity was interpolated from observed gravity values.
 HH0222
 HH0222;                    North         East    Units  Estimated Accuracy
 HH0222;SPC KS S     -   533,620.      150,380.      MT  (+/- 180 meters Scaled)
 HH0222
 HH0222                          SUPERSEDED SURVEY CONTROL
 HH0222
 HH0222  NGVD 29 (??/??/92)  925.795  (m)         3037.38   (f) ADJ UNCH    2 0
 HH0222
 HH0222.Superseded values are not recommended for survey control.
 HH0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0222.See file dsdata.txt to determine how the superseded data were derived.
 HH0222
 HH0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG944902(NAD 83)
 HH0222_MARKER: DB = BENCH MARK DISK
 HH0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0222_STAMPING: G 91 1935
 HH0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0222+STABILITY: SURFACE MOTION
 HH0222
 HH0222  HISTORY     - Date     Condition        Report By
 HH0222  HISTORY     - 1935     MONUMENTED       CGS
 HH0222
 HH0222                          STATION DESCRIPTION
 HH0222
 HH0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0222'1.6 MI S FROM LAKIN.
 HH0222'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE ATCHISON,
 HH0222'TOPEKA AND SANTA FE RAILWAY STATION AT LAKIN, KEARNY COUNTY,
 HH0222'THENCE ABOUT 0.6 MILE WEST, 2.0 MILES SOUTH, 2.4 MILES WEST,
 HH0222'AND 3.8 MILES SOUTH ALONG A GRAVEL ROAD (THE ABANDONED RIGHT-OF-WAY
 HH0222'OF STATE HIGHWAY 25), ABOUT 169 FEET SOUTHWEST OF A FENCE,
 HH0222'MIDWAY BETWEEN TWO SIGNS, 35 FEET NORTH OF A POINT LEADING TO A
 HH0222'ROAD, 90 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 HH0222'SOUTH OF A NORTHWEST-AND-SOUTHWEST FENCE, AND 3.0 FEET SOUTHWEST
 HH0222'OF A 4- BY 4-INCH WHITE POST PROJECTING ABOUT 2.0 FEET ABOVE
 HH0222'GROUND.  A STANDARD DISK, STAMPED G 91 1935 AND SET IN THE TOP
 HH0222'OF A CONCRETE POST PROJECTING ABOUT 0.9 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0365 ***********************************************************************
 HH0365  DESIGNATION -  G 92
 HH0365  PID         -  HH0365
 HH0365  STATE/COUNTY-  KS/GRANT
 HH0365  USGS QUAD   -  WAGON BED SPRING (1974)
 HH0365
 HH0365                         *CURRENT SURVEY CONTROL
 HH0365  ___________________________________________________________________
 HH0365* NAD 83(1986)-  37 26 44.     (N)    101 21 44.     (W)     SCALED    
 HH0365* NAVD 88     -       943.702  (meters)    3096.13   (feet)  ADJUSTED  
 HH0365  ___________________________________________________________________
 HH0365  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 HH0365  DYNAMIC HT  -         942.804 (meters)    3093.18  (feet)  COMP
 HH0365  MODELED GRAV-     979,646.7   (mgal)                       NAVD 88
 HH0365
 HH0365  VERT ORDER  -  SECOND    CLASS 0
 HH0365
 HH0365.The horizontal coordinates were scaled from a topographic map and have
 HH0365.an estimated accuracy of +/- 6 seconds.
 HH0365
 HH0365.The orthometric height was determined by differential leveling
 HH0365.and adjusted by the National Geodetic Survey in June 1991..
 HH0365
 HH0365.The geoid height was determined by GEOID03.
 HH0365
 HH0365.The dynamic height is computed by dividing the NAVD 88
 HH0365.geopotential number by the normal gravity value computed on the
 HH0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0365.degrees latitude (g = 980.6199 gals.).
 HH0365
 HH0365.The modeled gravity was interpolated from observed gravity values.
 HH0365
 HH0365;                    North         East    Units  Estimated Accuracy
 HH0365;SPC KS S     -   490,330.      146,770.      MT  (+/- 180 meters Scaled)
 HH0365
 HH0365                          SUPERSEDED SURVEY CONTROL
 HH0365
 HH0365  NGVD 29 (??/??/92)  943.309  (m)         3094.84   (f) ADJ UNCH    2 0
 HH0365
 HH0365.Superseded values are not recommended for survey control.
 HH0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0365.See file dsdata.txt to determine how the superseded data were derived.
 HH0365
 HH0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG910469(NAD 83)
 HH0365_MARKER: DB = BENCH MARK DISK
 HH0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0365_STAMPING: G 92 1935
 HH0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0365+STABILITY: SURFACE MOTION
 HH0365
 HH0365  HISTORY     - Date     Condition        Report By
 HH0365  HISTORY     - 1935     MONUMENTED       CGS
 HH0365  HISTORY     - 1972     MARK NOT FOUND   USGS
 HH0365
 HH0365                          STATION DESCRIPTION
 HH0365
 HH0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0365'9.2 MI S FROM ULYSSES.
 HH0365'ABOUT 9.2 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE HIGH
 HH0365'SCHOOL AT ULYSSES, GRANT COUNTY, 69 FEET SOUTHWEST OF THE CENTER
 HH0365'OF THE CROSSING OF AN EAST-AND-WEST ROAD, 34 FEET SOUTH OF THE
 HH0365'CENTER LINE OF THE ROAD, 60 FEET WEST OF THE CENTER LINE OF THE
 HH0365'HIGHWAY, 3.2 FEET EAST OF A FENCE CORNER, AND 2.0 FEET NORTH OF A
 HH0365'4- BY 4-INCH WHITE POST PROJECTING ABOUT 2.0 FEET ABOVE GROUND.
 HH0365'A STANDARD DISK, STAMPED G 92 1935 AND SET IN THE TOP OF A CONCRETE
 HH0365'POST ABOUT FLUSH WITH THE GROUND.
 HH0365
 HH0365                          STATION RECOVERY (1972)
 HH0365
 HH0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0448 ***********************************************************************
 HH0448  DESIGNATION -  G 93
 HH0448  PID         -  HH0448
 HH0448  STATE/COUNTY-  KS/MORTON
 HH0448  USGS QUAD   -  ELKHART NORTH (1973)
 HH0448
 HH0448                         *CURRENT SURVEY CONTROL
 HH0448  ___________________________________________________________________
 HH0448* NAD 83(1986)-  37 04 33.     (N)    101 53 58.     (W)     SCALED    
 HH0448* NAVD 88     -      1066.811  (meters)    3500.03   (feet)  ADJUSTED  
 HH0448  ___________________________________________________________________
 HH0448  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 HH0448  DYNAMIC HT  -        1065.723 (meters)    3496.46  (feet)  COMP
 HH0448  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 HH0448
 HH0448  VERT ORDER  -  SECOND    CLASS 0
 HH0448
 HH0448.The horizontal coordinates were scaled from a topographic map and have
 HH0448.an estimated accuracy of +/- 6 seconds.
 HH0448
 HH0448.The orthometric height was determined by differential leveling
 HH0448.and adjusted by the National Geodetic Survey in June 1991..
 HH0448
 HH0448.The geoid height was determined by GEOID03.
 HH0448
 HH0448.The dynamic height is computed by dividing the NAVD 88
 HH0448.geopotential number by the normal gravity value computed on the
 HH0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0448.degrees latitude (g = 980.6199 gals.).
 HH0448
 HH0448.The modeled gravity was interpolated from observed gravity values.
 HH0448
 HH0448;                    North         East    Units  Estimated Accuracy
 HH0448;SPC KS S     -   450,920.       97,770.      MT  (+/- 180 meters Scaled)
 HH0448
 HH0448                          SUPERSEDED SURVEY CONTROL
 HH0448
 HH0448  NGVD 29 (??/??/92) 1066.355  (m)         3498.53   (f) ADJ UNCH    2 0
 HH0448
 HH0448.Superseded values are not recommended for survey control.
 HH0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0448.See file dsdata.txt to determine how the superseded data were derived.
 HH0448
 HH0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG422072(NAD 83)
 HH0448_MARKER: DB = BENCH MARK DISK
 HH0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0448_STAMPING: G 93 1935
 HH0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0448+STABILITY: SURFACE MOTION
 HH0448
 HH0448  HISTORY     - Date     Condition        Report By
 HH0448  HISTORY     - 1935     MONUMENTED       CGS
 HH0448  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0448
 HH0448                          STATION DESCRIPTION
 HH0448
 HH0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0448'4.9 MI N FROM ELKHART.
 HH0448'ABOUT 4.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE HIGH
 HH0448'SCHOOL AT ELKHART, MORTON COUNTY, 43 FEET EAST OF THE CENTER
 HH0448'LINE OF THE HIGHWAY, 25 FEET NORTH OF A SECTION-LINE FENCE,
 HH0448'AND 2 FEET WEST OF A FENCE CORNER POST.  A STANDARD DISK,
 HH0448'STAMPED G 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HH0448
 HH0448                          STATION RECOVERY (1973)
 HH0448
 HH0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0448'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0476 ***********************************************************************
 KH0476  DESIGNATION -  G 95
 KH0476  PID         -  KH0476
 KH0476  STATE/COUNTY-  KS/CHEYENNE
 KH0476  USGS QUAD   -  ST FRANCIS SW (1978)
 KH0476
 KH0476                         *CURRENT SURVEY CONTROL
 KH0476  ___________________________________________________________________
 KH0476* NAD 83(1986)-  39 45 24.     (N)    101 56 14.     (W)     SCALED    
 KH0476* NAVD 88     -      1099.656  (meters)    3607.79   (feet)  ADJUSTED  
 KH0476  ___________________________________________________________________
 KH0476  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 KH0476  DYNAMIC HT  -        1098.791 (meters)    3604.95  (feet)  COMP
 KH0476  MODELED GRAV-     979,801.6   (mgal)                       NAVD 88
 KH0476
 KH0476  VERT ORDER  -  SECOND    CLASS 0
 KH0476
 KH0476.The horizontal coordinates were scaled from a topographic map and have
 KH0476.an estimated accuracy of +/- 6 seconds.
 KH0476
 KH0476.The orthometric height was determined by differential leveling
 KH0476.and adjusted by the National Geodetic Survey in June 1991..
 KH0476
 KH0476.The geoid height was determined by GEOID03.
 KH0476
 KH0476.The dynamic height is computed by dividing the NAVD 88
 KH0476.geopotential number by the normal gravity value computed on the
 KH0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0476.degrees latitude (g = 980.6199 gals.).
 KH0476
 KH0476.The modeled gravity was interpolated from observed gravity values.
 KH0476
 KH0476;                    North         East    Units  Estimated Accuracy
 KH0476;SPC KS N     -   165,350.       62,700.      MT  (+/- 180 meters Scaled)
 KH0476
 KH0476                          SUPERSEDED SURVEY CONTROL
 KH0476
 KH0476  NGVD 29 (??/??/92) 1099.209  (m)         3606.32   (f) ADJ UNCH    2 0
 KH0476
 KH0476.Superseded values are not recommended for survey control.
 KH0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0476.See file dsdata.txt to determine how the superseded data were derived.
 KH0476
 KH0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK483048(NAD 83)
 KH0476_MARKER: DB = BENCH MARK DISK
 KH0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0476_STAMPING: G 95 1935
 KH0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0476+STABILITY: SURFACE MOTION
 KH0476
 KH0476  HISTORY     - Date     Condition        Report By
 KH0476  HISTORY     - 1935     MONUMENTED       CGS
 KH0476  HISTORY     - 1942     GOOD             NGS
 KH0476  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0476
 KH0476                          STATION DESCRIPTION
 KH0476
 KH0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0476'7.4 MI W FROM ST FRANCIS.
 KH0476'7.4 MI. W. OF DEPOT ALONG U.S. 36.  ABOUT 27 FT. E OF THE CENTER
 KH0476'LINE OF A CROSSROAD, ABOUT 73 FT. S. OF THE CENTER LINE OF THE
 KH0476'HWY. AND 2 FT. N. AND 1 FT. E. OF A FENCE CORNER.
 KH0476
 KH0476                          STATION RECOVERY (1942)
 KH0476
 KH0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0476'RECOVERED IN GOOD CONDITION.
 KH0476
 KH0476                          STATION RECOVERY (1975)
 KH0476
 KH0476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0261 ***********************************************************************
 KH0261  DESIGNATION -  G 96
 KH0261  PID         -  KH0261
 KH0261  STATE/COUNTY-  KS/CHEYENNE
 KH0261  USGS QUAD   -  MC DONALD SW (1978)
 KH0261
 KH0261                         *CURRENT SURVEY CONTROL
 KH0261  ___________________________________________________________________
 KH0261* NAD 83(1986)-  39 45 49.     (N)    101 29 06.     (W)     SCALED    
 KH0261* NAVD 88     -      1051.746  (meters)    3450.60   (feet)  ADJUSTED  
 KH0261  ___________________________________________________________________
 KH0261  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 KH0261  DYNAMIC HT  -        1050.936 (meters)    3447.95  (feet)  COMP
 KH0261  MODELED GRAV-     979,820.3   (mgal)                       NAVD 88
 KH0261
 KH0261  VERT ORDER  -  SECOND    CLASS 0
 KH0261
 KH0261.The horizontal coordinates were scaled from a topographic map and have
 KH0261.an estimated accuracy of +/- 6 seconds.
 KH0261
 KH0261.The orthometric height was determined by differential leveling
 KH0261.and adjusted by the National Geodetic Survey in June 1991..
 KH0261
 KH0261.The geoid height was determined by GEOID03.
 KH0261
 KH0261.The dynamic height is computed by dividing the NAVD 88
 KH0261.geopotential number by the normal gravity value computed on the
 KH0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0261.degrees latitude (g = 980.6199 gals.).
 KH0261
 KH0261.The modeled gravity was interpolated from observed gravity values.
 KH0261
 KH0261;                    North         East    Units  Estimated Accuracy
 KH0261;SPC KS N     -   164,530.      101,450.      MT  (+/- 180 meters Scaled)
 KH0261
 KH0261                          SUPERSEDED SURVEY CONTROL
 KH0261
 KH0261  NGVD 29 (??/??/92) 1051.320  (m)         3449.21   (f) ADJ UNCH    2 0
 KH0261
 KH0261.Superseded values are not recommended for survey control.
 KH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0261.See file dsdata.txt to determine how the superseded data were derived.
 KH0261
 KH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK871044(NAD 83)
 KH0261_MARKER: DB = BENCH MARK DISK
 KH0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0261_STAMPING: G 96 1935
 KH0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0261+STABILITY: SURFACE MOTION
 KH0261
 KH0261  HISTORY     - Date     Condition        Report By
 KH0261  HISTORY     - 1935     MONUMENTED       CGS
 KH0261  HISTORY     - 1942     GOOD             NGS
 KH0261
 KH0261                          STATION DESCRIPTION
 KH0261
 KH0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0261'2.4 MI E FROM BIRD CITY.
 KH0261'2.4 MI. E. ALONG C.B. AND Q. RY.  ABOUT 0.2 MI. E. OF MILEPOLE
 KH0261'116, ABOUT 57 FT. E. OF THE CENTER LINE OF A CROSS-ROAD, ABOUT
 KH0261'47 FT. S. OF THE CENTER LINE OF THE TRACK AND 32 FT. E. OF A
 KH0261'TELEPHONE POLE.
 KH0261
 KH0261                          STATION RECOVERY (1942)
 KH0261
 KH0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0155 ***********************************************************************
 JH0155  DESIGNATION -  G 97
 JH0155  PID         -  JH0155
 JH0155  STATE/COUNTY-  KS/LOGAN
 JH0155  USGS QUAD   -  WEST OF RUSSELL SPRINGS (1969)
 JH0155
 JH0155                         *CURRENT SURVEY CONTROL
 JH0155  ___________________________________________________________________
 JH0155* NAD 83(1986)-  38 54 16.     (N)    101 22 11.     (W)     SCALED    
 JH0155* NAVD 88     -       947.684  (meters)    3109.19   (feet)  ADJUSTED  
 JH0155  ___________________________________________________________________
 JH0155  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 JH0155  DYNAMIC HT  -         946.892 (meters)    3106.59  (feet)  COMP
 JH0155  MODELED GRAV-     979,760.0   (mgal)                       NAVD 88
 JH0155
 JH0155  VERT ORDER  -  SECOND    CLASS 0
 JH0155
 JH0155.The horizontal coordinates were scaled from a topographic map and have
 JH0155.an estimated accuracy of +/- 6 seconds.
 JH0155
 JH0155.The orthometric height was determined by differential leveling
 JH0155.and adjusted by the National Geodetic Survey in June 1991..
 JH0155
 JH0155.The geoid height was determined by GEOID03.
 JH0155
 JH0155.The dynamic height is computed by dividing the NAVD 88
 JH0155.geopotential number by the normal gravity value computed on the
 JH0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0155.degrees latitude (g = 980.6199 gals.).
 JH0155
 JH0155.The modeled gravity was interpolated from observed gravity values.
 JH0155
 JH0155;                    North         East    Units  Estimated Accuracy
 JH0155;SPC KS N     -    68,840.      107,780.      MT  (+/- 180 meters Scaled)
 JH0155
 JH0155                          SUPERSEDED SURVEY CONTROL
 JH0155
 JH0155  NGVD 29 (??/??/92)  947.308  (m)         3107.96   (f) ADJ UNCH    2 0
 JH0155
 JH0155.Superseded values are not recommended for survey control.
 JH0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0155.See file dsdata.txt to determine how the superseded data were derived.
 JH0155
 JH0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ945088(NAD 83)
 JH0155_MARKER: DB = BENCH MARK DISK
 JH0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0155_STAMPING: G 97 1935
 JH0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0155+STABILITY: SURFACE MOTION
 JH0155
 JH0155  HISTORY     - Date     Condition        Report By
 JH0155  HISTORY     - 1935     MONUMENTED       CGS
 JH0155  HISTORY     - 1940     GOOD             NGS
 JH0155  HISTORY     - 1966     GOOD             USGS
 JH0155
 JH0155                          STATION DESCRIPTION
 JH0155
 JH0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0155'10.8 MI SW FROM RUSSELL SPRINGS.
 JH0155'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0155'SOUTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 10.8 MILES.
 JH0155'BENCH MARK IS AT THE NORTHEAST CORNER OF A T-INTERSECTION OF
 JH0155'STATE HIGHWAY NO. 25 WITH COUNTY HIGHWAY NO. 391, 100 FEET
 JH0155'NORTHEAST OF CENTER OF THE INTERSECTION, 78 FEET NORTH OF THE
 JH0155'CENTER LINE OF STATE HIGHWAY NO. 25, 65 FEET EAST OF CENTER LINE
 JH0155'OF COUNTY HIGHWAY NO. 391, 32.5 FEET EAST OF A FENCE CORNER,
 JH0155'3.4 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 JH0155'PROJECTING 20 FEET, 2.0 FEET SOUTH OF THE FENCE.  MONUMENT
 JH0155'PROJECTS 0.5 FOOT.  NOTE-- MARK SHOULD BE 134 FT. N OF THE
 JH0155'CENTERLINE OF ST HWY 25, 13 FT E OF FENCE CORNER.
 JH0155
 JH0155                          STATION RECOVERY (1966)
 JH0155
 JH0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JH0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0183 ***********************************************************************
 JH0183  DESIGNATION -  G 98
 JH0183  PID         -  JH0183
 JH0183  STATE/COUNTY-  KS/WICHITA
 JH0183  USGS QUAD   -  CORONADO CEMETERY (1968)
 JH0183
 JH0183                         *CURRENT SURVEY CONTROL
 JH0183  ___________________________________________________________________
 JH0183* NAD 83(1997)-  38 33 14.82930(N)    101 22 03.82758(W)     ADJUSTED  
 JH0183* NAVD 88     -      1010.460  (meters)    3315.15   (feet)  ADJUSTED  
 JH0183  ___________________________________________________________________
 JH0183  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JH0183  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JH0183  DYNAMIC HT  -        1009.584 (meters)    3312.28  (feet)  COMP
 JH0183  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 JH0183
 JH0183  HORZ ORDER  -  SECOND
 JH0183  VERT ORDER  -  SECOND    CLASS 0
 JH0183
 JH0183.The horizontal coordinates were established by classical geodetic methods
 JH0183.and adjusted by the National Geodetic Survey in October 1998..
 JH0183
 JH0183.The orthometric height was determined by differential leveling
 JH0183.and adjusted by the National Geodetic Survey in June 1991..
 JH0183
 JH0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0183
 JH0183.The geoid height was determined by GEOID03.
 JH0183
 JH0183.The dynamic height is computed by dividing the NAVD 88
 JH0183.geopotential number by the normal gravity value computed on the
 JH0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0183.degrees latitude (g = 980.6199 gals.).
 JH0183
 JH0183.The modeled gravity was interpolated from observed gravity values.
 JH0183
 JH0183;                    North         East     Units Scale Factor Converg.
 JH0183;SPC KS S     -   613,329.721   150,067.310   MT  0.99999754   -1 45 44.3
 JH0183;UTM  14      - 4,269,956.418   293,680.329   MT  1.00012424   -1 28 34.4
 JH0183
 JH0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0183!SPC KS S     -   0.99984529  x   0.99999754  =   0.99984283
 JH0183!UTM  14      -   0.99984529  x   1.00012424  =   0.99996951
 JH0183
 JH0183                          SUPERSEDED SURVEY CONTROL
 JH0183
 JH0183  NAD 83(1986)-  38 33 14.83005(N)    101 22 03.82713(W) AD(       ) 2
 JH0183  NAD 27      -  38 33 14.76495(N)    101 22 02.24613(W) AD(       ) 2
 JH0183  NGVD 29 (??/??/92) 1010.079  (m)         3313.90   (f) ADJ UNCH    2 0
 JH0183
 JH0183.Superseded values are not recommended for survey control.
 JH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0183.See file dsdata.txt to determine how the superseded data were derived.
 JH0183
 JH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH9368069956(NAD 83)
 JH0183_MARKER: DB = BENCH MARK DISK
 JH0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0183_STAMPING: G 98 1935
 JH0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0183+STABILITY: SURFACE MOTION
 JH0183
 JH0183  HISTORY     - Date     Condition        Report By
 JH0183  HISTORY     - 1967     MONUMENTED       USGS
 JH0183  HISTORY     - 1940     GOOD             NGS
 JH0183  HISTORY     - 1941     GOOD             NGS
 JH0183
 JH0183                          STATION DESCRIPTION
 JH0183
 JH0183'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JH0183'THE STATION IS LOCATED ABOUT 5.0 MI N. AND 0.5 MI W. OF LEOTI,
 JH0183'T. 17 S., R. 37 W., NEAR THE COR. OF SECS. 23, 24, 25 AND 26.
 JH0183'
 JH0183'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS.
 JH0183'96 AND 25 IN LEOTI, GO N. ON STATE HWY. 25, 5.2 MI TO THE
 JH0183'STATION ON THE RIGHT.
 JH0183'
 JH0183'MARK NO. 2-G 98-1935 USC AND GS.  5.3 MI N. ALONG
 JH0183'STATE HWY. 25 FROM THE COURTHOUSE IN LEOTI, WICHITA, CO., NEAR
 JH0183'A T-RD. W., 21 FT N. AND 74 FT E. OF CENTER OF T-RD. W., A
 JH0183'STANDARD DISK STAMPED G 98 1935 AND SET IN THE TOP OF A CONCRETE
 JH0183'POST PROJECTING 0.2 FT ABOVE THE GROUND.  (1010.079 METERS OR
 JH0183'3313.901 FT)
 JH0183
 JH0183                          STATION RECOVERY (1940)
 JH0183
 JH0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 JH0183'5.8 MI N FROM LEOTI.
 JH0183'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED NORTHWARD
 JH0183'ALONG STATE HIGHWAY NO. 25, GO 5.8 MILES.  BENCH MARK IS AT THE
 JH0183'NORTHEAST CORNER OF CROSS-INTERSECTION OF STATE HIGHWAY NO. 25
 JH0183'WITH A DIM EAST-WEST SECTION LINE ROAD, 74 FEET NORTHEAST OF THE
 JH0183'CENTER OF THE INTERSECTION, 71 FEET EAST OF CENTER LINE OF THE
 JH0183'HIGHWAY, 38 FEET EAST OF FENCE CORNER, 15 FEET NORTH OF CENTER
 JH0183'LINE OF EAST-WEST ROAD, 2.5 FEET WEST OF A 4 X 4 INCH WOODEN
 JH0183'POST PROJECTING 20 FEET, 2.0 FEET SOUTH OF THE FENCE.  MONUMENT
 JH0183'PROJECTS 0.5 FOOT.
 JH0183
 JH0183                          STATION RECOVERY (1941)
 JH0183
 JH0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JH0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0223 ***********************************************************************
 JH0223  DESIGNATION -  G 99 RESET
 JH0223  PID         -  JH0223
 JH0223  STATE/COUNTY-  KS/WICHITA
 JH0223  USGS QUAD   -  LYDIA (1970)
 JH0223
 JH0223                         *CURRENT SURVEY CONTROL
 JH0223  ___________________________________________________________________
 JH0223* NAD 83(1986)-  38 16 43.     (N)    101 16 22.     (W)     SCALED    
 JH0223* NAVD 88     -       988.785  (meters)    3244.04   (feet)  ADJUSTED  
 JH0223  ___________________________________________________________________
 JH0223  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 JH0223  DYNAMIC HT  -         987.926 (meters)    3241.22  (feet)  COMP
 JH0223  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 JH0223
 JH0223  VERT ORDER  -  SECOND    CLASS 0
 JH0223
 JH0223.The horizontal coordinates were scaled from a topographic map and have
 JH0223.an estimated accuracy of +/- 6 seconds.
 JH0223
 JH0223.The orthometric height was determined by differential leveling
 JH0223.and adjusted by the National Geodetic Survey in June 1991..
 JH0223
 JH0223.The geoid height was determined by GEOID03.
 JH0223
 JH0223.The dynamic height is computed by dividing the NAVD 88
 JH0223.geopotential number by the normal gravity value computed on the
 JH0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0223.degrees latitude (g = 980.6199 gals.).
 JH0223
 JH0223.The modeled gravity was interpolated from observed gravity values.
 JH0223
 JH0223;                    North         East    Units  Estimated Accuracy
 JH0223;SPC KS S     -   582,510.      157,430.      MT  (+/- 180 meters Scaled)
 JH0223
 JH0223                          SUPERSEDED SURVEY CONTROL
 JH0223
 JH0223  NGVD 29 (??/??/??)  988.47   (m)         3243.0    (f) RESET       3  
 JH0223
 JH0223.Superseded values are not recommended for survey control.
 JH0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0223.See file dsdata.txt to determine how the superseded data were derived.
 JH0223
 JH0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH012391(NAD 83)
 JH0223_MARKER: DB = BENCH MARK DISK
 JH0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0223_STAMPING: G 99 1935 RESET 1936 RESET 1949
 JH0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0223+STABILITY: SURFACE MOTION
 JH0223
 JH0223  HISTORY     - Date     Condition        Report By
 JH0223  HISTORY     - 1936     MONUMENTED       CGS
 JH0223  HISTORY     - 1950     GOOD             NGS
 JH0223
 JH0223                          STATION DESCRIPTION
 JH0223
 JH0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JH0223'18 MI S FROM LEOTI.
 JH0223'18.0 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE
 JH0223'AT LEOTI, WICHITA COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 JH0223'DIRT ROAD, 44 FEET EAST OF THE CENTER LINE OF THE ROAD, 156
 JH0223'NORTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF A FENCE,
 JH0223'AND 84 FEET NORTH OF THE CORNER COMMON TO SECTIONS 26, 27, 34,
 JH0223'AND 35, T 20 N, R 36 W, 6TH P.M.  A STANDARD DISK, STAMPED
 JH0223'G 99 1935 RESET 1936 RESET 1949 AND SET IN THE TOP OF A CONCRETE
 JH0223'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7132 ***********************************************************************
 DF7132  CBN         -  This is a Cooperative Base Network Control Station.
 DF7132  DESIGNATION -  GABLEMANN=LV51
 DF7132  PID         -  DF7132
 DF7132  STATE/COUNTY-  KS/LEAVENWORTH
 DF7132  USGS QUAD   -  MIDLAND (1978)
 DF7132
 DF7132                         *CURRENT SURVEY CONTROL
 DF7132  ___________________________________________________________________
 DF7132* NAD 83(1997)-  39 03 04.66080(N)    095 08 59.97116(W)     ADJUSTED  
 DF7132* NAVD 88     -       272.5    (meters)     894.     (feet)  GPS OBS   
 DF7132  ___________________________________________________________________
 DF7132  X           -    -445,219.714 (meters)                     COMP
 DF7132  Y           -  -4,939,905.858 (meters)                     COMP
 DF7132  Z           -   3,996,892.441 (meters)                     COMP
 DF7132  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 DF7132  ELLIP HEIGHT-         240.54  (meters)          (08/12/03) GPS OBS
 DF7132  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 DF7132
 DF7132  HORZ ORDER  -  A
 DF7132  ELLP ORDER  -  FOURTH    CLASS I
 DF7132
 DF7132.The horizontal coordinates were established by GPS observations
 DF7132.and adjusted by the National Geodetic Survey in August 2003..
 DF7132
 DF7132.The orthometric height was determined by GPS observations and a
 DF7132.high-resolution geoid model.
 DF7132
 DF7132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7132
 DF7132.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7132
 DF7132.The ellipsoidal height was determined by GPS observations
 DF7132.and is referenced to NAD 83.
 DF7132
 DF7132.The geoid height was determined by GEOID03.
 DF7132
 DF7132;                    North         East     Units Scale Factor Converg.
 DF7132;SPC KS N     -    83,583.239   646,657.704   MT  0.99996288   +1 48 11.7
 DF7132;UTM  15      - 4,324,668.565   313,953.820   MT  1.00002622   -1 21 17.7
 DF7132
 DF7132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7132!SPC KS N     -   0.99996226  x   0.99996288  =   0.99992514
 DF7132!UTM  15      -   0.99996226  x   1.00002622  =   0.99998848
 DF7132
 DF7132                          SUPERSEDED SURVEY CONTROL
 DF7132
 DF7132.No superseded survey control is available for this station.
 DF7132
 DF7132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD1395424669(NAD 83)
 DF7132_MARKER: I = METAL ROD
 DF7132_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7132_STAMPING: GABLEMANN 2002 LV 51
 DF7132_MARK LOGO: LCOSUR
 DF7132_PROJECTION: RECESSED 8 CENTIMETERS
 DF7132_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7132+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 DF7132_ROD/PIPE-DEPTH: 6.9  meters
 DF7132_SLEEVE-DEPTH  : 0.9 meters
 DF7132
 DF7132  HISTORY     - Date     Condition        Report By
 DF7132  HISTORY     - 20020827 MONUMENTED       LCOSUR
 DF7132  HISTORY     - 20030306 GOOD             NGS
 DF7132  HISTORY     - 20051113 GOOD             GEOCAC
 DF7132
 DF7132                          STATION DESCRIPTION
 DF7132
 DF7132'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (GMR)
 DF7132'THIS STATION WAS MONUMENTED BY THE LEAVENWORTH COUNTY SURVEYOR AND IS
 DF7132'A STAINLESS
 DF7132'STEEL ROD MARK WITH LOGO LID.  INSCRIBED ON THE LOGO CAP IS--
 DF7132'LEAVENWORTH COUNTY
 DF7132'CONTROL CONTACT COUNTY SURVEYOR.  CONTACT--CAMERON HOWELL, RLS, COUNTY
 DF7132'SURVEYOR,
 DF7132'LEAVENWORTH COUNTY COURTHOUSE, SUITE 16, 300 WALNUT, LEAVENWORTH, KS
 DF7132'66048.  OFFICE
 DF7132'PHONE 913-684-0472.
 DF7132' 
 DF7132'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI) SOUTHWEST OF TONGANOXIE,
 DF7132'8.0 KM (5.0 MI) SOUTH
 DF7132'OF LEVENWORTH STATE LAKE, ON ROAD RIGHT-OF-WAY, AND NEAR THE EAST
 DF7132'QUARTER CORNER OF
 DF7132'SECTION 35, T 11 S, R 20 E.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.
 DF7132' 
 DF7132'TO REACH THE STATION FROM THE STOP LIGHT AT THE INTERSECTION OF U.S.
 DF7132'HIGHWAY 24 AND 40
 DF7132'AND STATE HIGHWAY 16, AT THE WEST EDGE OF TONGANOXIE, GO SOUTH AND
 DF7132'SOUTHWESTERLY ON
 DF7132'U.S. HIGHWAY 24 AND 40  FOR 8.05 KM (5.0 MI) TO THE JUNCTION OF
 DF7132'STILLWELL ROAD (COUNTY ROAD
 DF7132'17) ON THE RIGHT.  TURN RIGHT GO WEST ON THE PAVED ROAD FOR 1.21 KM
 DF7132'(0.75 MI) TO A Y-FORK IN
 DF7132'ROAD.  BEAR RIGHT AND GO WEST, THEN NORTH ON PAVED ROAD (246TH ST AND
 DF7132'COUNTY ROAD 27)
 DF7132'FOR 1.29 KM (0.8 MI) TO THE STATION ON THE RIGHT.
 DF7132' 
 DF7132'STATION IS A PUNCH HOLE IN THE TOP CENTER OF A STAINLESS ROD DRIVEN TO
 DF7132'REFUSAL AT A
 DF7132'DEPTH OF 6.9 M (22.6 FT), ENCASED IN A 0.9 M (3.0 FT) LONG FINNED
 DF7132'GREASED SLEEVE, ENCLOSED IN A
 DF7132'PVC PIPE WITH LOGO LID, AND SURROUNDED BY A CONCRETE COLLAR RECESSED 8
 DF7132'CM BELOW
 DF7132'GROUND.  IT IS 8.23 M (27.0 FT) EAST FROM THE CENTER OF THE PAVED
 DF7132'ROAD, 1.35 M (4.4 FT)
 DF7132'SOUTHWEST FROM A CORNER FENCE POST IN AN EAST-WEST FENCE LINE, 0.52 M
 DF7132'(1.7 FT) WEST FROM
 DF7132'A FIBERGLASS WITNESS POST, 0.50 M (1.6 FT) NORTH FROM A FIBERGLASS
 DF7132'WITNESS POST, AND 0.47 M
 DF7132'(1.5 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 DF7132' 
 DF7132' 
 DF7132'
 DF7132
 DF7132                          STATION RECOVERY (2005)
 DF7132
 DF7132'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 DF7132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0744 ***********************************************************************
 JH0744  DESIGNATION -  GAELAND
 JH0744  PID         -  JH0744
 JH0744  STATE/COUNTY-  KS/GOVE
 JH0744  USGS QUAD   -  ORION (1972)
 JH0744
 JH0744                         *CURRENT SURVEY CONTROL
 JH0744  ___________________________________________________________________
 JH0744* NAD 83(1997)-  38 57 41.59844(N)    100 42 13.41902(W)     ADJUSTED  
 JH0744* NAVD 88     -       888.     (meters)    2913.     (feet)  SCALED    
 JH0744  ___________________________________________________________________
 JH0744  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 JH0744  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 JH0744
 JH0744  HORZ ORDER  -  SECOND
 JH0744
 JH0744.The horizontal coordinates were established by classical geodetic methods
 JH0744.and adjusted by the National Geodetic Survey in October 1998..
 JH0744
 JH0744.The orthometric height was scaled from a topographic map.
 JH0744
 JH0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0744
 JH0744.The geoid height was determined by GEOID03.
 JH0744
 JH0744;                    North         East     Units Scale Factor Converg.
 JH0744;SPC KS N     -    73,237.307   165,701.075   MT  0.99996951   -1 42 38.5
 JH0744;UTM  14      - 4,313,890.571   352,386.843   MT  0.99986831   -1 04 17.4
 JH0744
 JH0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0744!SPC KS N     -   0.99986455  x   0.99996951  =   0.99983406
 JH0744!UTM  14      -   0.99986455  x   0.99986831  =   0.99973288
 JH0744
 JH0744:                Primary Azimuth Mark                     Grid Az
 JH0744:SPC KS N     -  GRINNELL MUNICIPAL TANK                  021 36 49.6
 JH0744:UTM  14      -  GRINNELL MUNICIPAL TANK                  020 58 28.5
 JH0744
 JH0744|---------------------------------------------------------------------|
 JH0744| PID    Reference Object                     Distance      Geod. Az  |
 JH0744|                                                           dddmmss.s |
 JH0744| KH0782 GRINNELL MUNICIPAL TANK             APPROX.19.4 KM 0195411.1 |
 JH0744| CK9658 GAELAND AZ MK                                      0924906.9 |
 JH0744| CK9659 GAELAND RM 1                         20.035 METERS 22037     |
 JH0744| CK9660 GAELAND RM 2                         20.648 METERS 31031     |
 JH0744|---------------------------------------------------------------------|
 JH0744
 JH0744                          SUPERSEDED SURVEY CONTROL
 JH0744
 JH0744  NAD 83(1986)-  38 57 41.60149(N)    100 42 13.42179(W) AD(       ) 2
 JH0744  NAD 27      -  38 57 41.56300(N)    100 42 11.91500(W) AD(       ) 2
 JH0744
 JH0744.Superseded values are not recommended for survey control.
 JH0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0744.See file dsdata.txt to determine how the superseded data were derived.
 JH0744
 JH0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ5238713891(NAD 83)
 JH0744_MARKER: DS = TRIANGULATION STATION DISK
 JH0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0744
 JH0744  HISTORY     - Date     Condition        Report By
 JH0744  HISTORY     - 1950     MONUMENTED       CGS
 JH0744  HISTORY     - 1954     GOOD             AMS
 JH0744  HISTORY     - 1971     GOOD             NGS
 JH0744
 JH0744                          STATION DESCRIPTION
 JH0744
 JH0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JH0744'THE STATION IS LOCATED ABOUT 14.0 MILES SOUTHEAST OF OAKLEY,
 JH0744'12.0 MILES SOUTH-SOUTHWEST OF GRINNELL AND 11.5 MILES WEST
 JH0744'OF GOVE.  IT IS LOCATED IN THE NORTHWEST CORNER OF A SCHOOL
 JH0744'YARD, 131.0 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL
 JH0744'STUCCO SCHOOL BUILDING, 77.0 FEET EAST OF THE CENTER OF A
 JH0744'GRADED ROAD, 54.0 FEET EAST OF A FENCE CORNER, 4.5 FEET
 JH0744'WEST-SOUTHWEST OF A WITNESS POST AND 1.5 FEET SOUTH OF THE
 JH0744'SCHOOL YARD FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 JH0744'GROUND AND IS STAMPED GAELAND 1950.
 JH0744'
 JH0744'REFERENCE MARK NO. 1 IS 56.0 FEET SOUTH-SOUTHEAST OF A FENCE
 JH0744'CORNER AND 36.0 FEET EAST OF THE CENTER OF A GRADED ROAD.
 JH0744'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JH0744'GAELAND NO 1 1950.
 JH0744'
 JH0744'REFERENCE MARK NO. 2 IS NEAR THE WEST EDGE OF A CULTIVATED
 JH0744'FIELD, 40.0 FEET NORTH OF A FENCE CORNER AND 24.0 FEET EAST
 JH0744'OF THE CENTER OF A GRADED ROAD.  IT PROJECTS 2 INCHES AND
 JH0744'IS STAMPED GAELAND NO 2 1950.
 JH0744'
 JH0744'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 JH0744'NO. 2 IS 94.30 FEET.
 JH0744'
 JH0744'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A CULTIVATED
 JH0744'FIELD, 38.0 FEET NORTH OF THE CENTER OF COUNTY ROUTE NO. 452,
 JH0744'3.5 FEET WEST OF A T FENCE CORNER, 2.0 FEET EAST-NORTHEAST OF
 JH0744'A WITNESS POST AND 1.5 FEET NORTH OF A FENCE.  IT PROJECTS
 JH0744'3 INCHES AND IS STAMPED GAELAND 1950.
 JH0744'
 JH0744'TO REACH THE STATION FROM THE CROSS-STREET JUST NORTH OF
 JH0744'THE POST OFFICE IN GOVE, GO WEST ON COUNTY ROUTE NO. 452 FOR
 JH0744'11.0 MILES TO A T FENCE CORNER ON THE RIGHT AND THE AZIMUTH
 JH0744'MARK AS DESCRIBED, CONTINUE WEST ON COUNTY ROUTE NO. 452 FOR
 JH0744'1.0 MILE TO A CROSSROAD JUST WEST OF A STUCCO SCHOOL BUILDING
 JH0744'IN THE NORTHEAST ANGLE AND THE STATION AS DESCRIBED.
 JH0744'
 JH0744'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 JH0744
 JH0744                          STATION RECOVERY (1954)
 JH0744
 JH0744'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 JH0744'THE AZIMUTH MARK FOUND IN GOOD CONDITION.  IT IS 44 FEET N
 JH0744'OF SECTION CORNER 31, 32, 5 AND 6, T 12-13 S, R 30 W.
 JH0744'
 JH0744'ARMY MAP SERVICE ELEVATION 4TH ORDER IS 2905.12 FEET.
 JH0744
 JH0744                          STATION RECOVERY (1971)
 JH0744
 JH0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JH0744'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JH0744'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARK
 JH0744'WERE FOUND IN GOOD CONDITION.  THE DIFFERENCE IN THE OLD
 JH0744'DESCRIPTION IS THAT THE OLD SCHOOL HAS BEEN REMOVED BUT THE
 JH0744'FOUNDATION STILL REMAINS.  THE DESCRIPTION WAS FOUND ADEQUATE
 JH0744'FOR RECOVERY.
 JH0744'
 JH0744'STATION IS 12 FEET EAST-NORTHEAST OF A SMALL DOOR AT THE
 JH0744'EAST SIDE OF A METAL GRAIN BIN AND 1 FOOT NORTH OF A METAL
 JH0744'WITNESS POST.
 JH0744'
 JH0744'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 JH0744'
 JH0744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 JH0744'SOUTHEAST OF OAKLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0922 ***********************************************************************
 KE0922  DESIGNATION -  GAGE
 KE0922  PID         -  KE0922
 KE0922  STATE/COUNTY-  KS/SHAWNEE
 KE0922  USGS QUAD   -  TOPEKA (1983)
 KE0922
 KE0922                         *CURRENT SURVEY CONTROL
 KE0922  ___________________________________________________________________
 KE0922* NAD 83(1997)-  39 04 07.00834(N)    095 43 22.09086(W)     ADJUSTED  
 KE0922* NAVD 88     -       290.367  (meters)     952.65   (feet)  ADJUSTED  
 KE0922  ___________________________________________________________________
 KE0922  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 KE0922  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KE0922  DYNAMIC HT  -         290.179 (meters)     952.03  (feet)  COMP
 KE0922  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 KE0922
 KE0922  HORZ ORDER  -  SECOND
 KE0922  VERT ORDER  -  SECOND    CLASS 0
 KE0922
 KE0922.The horizontal coordinates were established by classical geodetic methods
 KE0922.and adjusted by the National Geodetic Survey in October 1998..
 KE0922
 KE0922.The orthometric height was determined by differential leveling
 KE0922.and adjusted by the National Geodetic Survey in June 1991..
 KE0922
 KE0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0922
 KE0922.The geoid height was determined by GEOID03.
 KE0922
 KE0922.The dynamic height is computed by dividing the NAVD 88
 KE0922.geopotential number by the normal gravity value computed on the
 KE0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0922.degrees latitude (g = 980.6199 gals.).
 KE0922
 KE0922.The modeled gravity was interpolated from observed gravity values.
 KE0922
 KE0922;                    North         East     Units Scale Factor Converg.
 KE0922;SPC KS N     -    84,101.741   597,046.440   MT  0.99996188   +1 26 26.9
 KE0922;UTM  15      - 4,327,919.845   264,437.175   MT  1.00028332   -1 43 00.6
 KE0922
 KE0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0922!SPC KS N     -   0.99995934  x   0.99996188  =   0.99992122
 KE0922!UTM  15      -   0.99995934  x   1.00028332  =   1.00024265
 KE0922
 KE0922:                Primary Azimuth Mark                     Grid Az
 KE0922:SPC KS N     -  GAGE AZ MK                               078 42 31.7
 KE0922:UTM  15      -  GAGE AZ MK                               081 51 59.2
 KE0922
 KE0922|---------------------------------------------------------------------|
 KE0922| PID    Reference Object                     Distance      Geod. Az  |
 KE0922|                                                           dddmmss.s |
 KE0922| KE0924 GAGE AZ MK                          APPROX. 1.3 KM 0800858.6 |
 KE0922| KE0923 GAGE RM 1                             9.004 METERS 11152     |
 KE0922| KE1238 TOPEKA JCT SW BELL TEL TOWER        APPROX. 0.9 KM 1363141.6 |
 KE0922| KE1241 TOPEKA KANS HWY PATROL TOWER        269.977 METERS 17540     |
 KE0922| KE1252 TOPEKA SECURITY ASSN FLAGPOLE       APPROX. 3.1 KM 2572939.4 |
 KE0922| KE1256 TOPEKA TV STA KTWU MAST             APPROX. 3.6 KM 2613955.9 |
 KE0922| KE1243 TOPEKA KANS HWY COMM MAST           APPROX. 0.5 KM 2651620.6 |
 KE0922| KE0921 GAGE RM 2                             9.720 METERS 29147     |
 KE0922| KE1242 TOPEKA SOLID STATE SONICS MAST      APPROX. 1.4 KM 3452420.0 |
 KE0922|---------------------------------------------------------------------|
 KE0922
 KE0922                          SUPERSEDED SURVEY CONTROL
 KE0922
 KE0922  NAD 83(1986)-  39 04 07.01507(N)    095 43 22.08716(W) AD(       ) 2
 KE0922  NAD 27      -  39 04 07.01355(N)    095 43 21.14746(W) AD(       ) 2
 KE0922  NGVD 29 (??/??/92)  290.238  (m)          952.22   (f) ADJ UNCH    2 0
 KE0922
 KE0922.Superseded values are not recommended for survey control.
 KE0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0922.See file dsdata.txt to determine how the superseded data were derived.
 KE0922
 KE0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6443727920(NAD 83)
 KE0922_MARKER: DE = TRAVERSE STATION DISK
 KE0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0922_STAMPING: GAGE 1970
 KE0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0922+STABILITY: SURFACE MOTION
 KE0922
 KE0922  HISTORY     - Date     Condition        Report By
 KE0922  HISTORY     - 1970     MONUMENTED       NGS
 KE0922  HISTORY     - 1970     GOOD             NGS
 KE0922  HISTORY     - 20030527 MARK NOT FOUND   INDIV
 KE0922
 KE0922                          STATION DESCRIPTION
 KE0922
 KE0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KE0922'THE STATION IS LOCATED ABOUT 2.8 MILES NORTHWEST OF THE STATE
 KE0922'CAPITOL IN TOPEKA ON THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 KE0922'70 ATOP A SMALL HILL IN THE NW/1/4 SECTION 26, R15E, T11S.
 KE0922'
 KE0922'TO REACH THE STATION FORM THE INTERCHANGE OF INTERSTATE HIGHWAY
 KE0922'70 AND GAGE BOULEVARD IN NORTHWEST TOPEKA, GO NORTH ON GAGE
 KE0922'BOULEVARD FOR 0.05 MILE TO THE END OF GAGE BOULEVARD.  TURN
 KE0922'SHARP RIGHT AND PROCEED EAST UP A STEEP HILL FOR 0.1 MILE TO
 KE0922'THE HIGHEST POINT AND THE STATION.
 KE0922'
 KE0922'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED GAGE 1970.
 KE0922'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KE0922'CONCRETE MONUMENT THAT IS FLUSH WITH THE TERRAIN.  IT IS LOCATED
 KE0922'9 FEET SOUTH OF A SMALL DECIDUOUS TREE NEAR THE TOP OF THE HILL, 6
 KE0922'FEET SOUTH OF A METAL WITNESS POST AND 2 FEET NORTH OF THE EDGE
 KE0922'OF A CUTBANK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 KE0922'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 KE0922'
 KE0922'REFERENCE MARK 1, A STANDARD DISK STAMPED GAGE NO 1 1970, IS
 KE0922'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KE0922'FLUSH WITH THE TERRAIN.  IT IS 31 FEET WEST OF THE WITNESS POST
 KE0922'AND 2 FEET NORTH OF THE CUTBANK.
 KE0922'
 KE0922'REFERENCE MARK 2, A STANDARD DISK STAMPED GAGE NO 2 1970, IS SET
 KE0922'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KE0922'FLUSH WITH THE TERRAIN.  IT IS 32 FEET EAST OF THE WITNESS POST
 KE0922'AND 2 FEET NORTH OF THE CUTBANK.
 KE0922'
 KE0922'FOR DESCRIPTION OF AZIMUTH MARK SEE DESCRIPTION FOR GAGE
 KE0922'AZIMUTH MARK 1970.
 KE0922'
 KE0922'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 KE0922
 KE0922                          STATION RECOVERY (1970)
 KE0922
 KE0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KE0922'2.7 MI W FROM TOPEKA.
 KE0922'ABOUT 2.7 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0922'OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 125 YARDS NORTHEAST OF
 KE0922'THE NORTHEAST CORNER OF THE HIGHWAY OVERPASS FOR GAGE BOULEVARD,
 KE0922'ON THE TOP OF A 125-YARD LONG CUT THAT IS 35 FEET HIGH AT THE
 KE0922'HIGHEST POINT, 131 FEET NORTHEAST OF THE CENTER LINE OF THE EXIT
 KE0922'ROAD FROM THE HIGHWAY TO GAGE BOULEVARD, 9 FEET SOUTH OF THE SECOND
 KE0922'OAK TREE FROM THE EAST END OF A ROW OF 4 OAK TREES, 6.0 FEET
 KE0922'SOUTH OF A METAL WITNESS POST, ABOUT 35 FEET ABOVE THE LEVEL OF
 KE0922'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KE0922'0.1 FOOT.  SECTION 26, T 11S, R 15E.
 KE0922
 KE0922                          STATION RECOVERY (2003)
 KE0922
 KE0922'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 KE0922'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0924 ***********************************************************************
 KE0924  DESIGNATION -  GAGE AZ MK
 KE0924  PID         -  KE0924
 KE0924  STATE/COUNTY-  KS/SHAWNEE
 KE0924  USGS QUAD   -  TOPEKA (1983)
 KE0924
 KE0924                         *CURRENT SURVEY CONTROL
 KE0924  ___________________________________________________________________
 KE0924* NAD 83(1997)-  39 04 14.38141(N)    095 42 27.59182(W)     ADJUSTED  
 KE0924* NAVD 88     -       274.786  (meters)     901.53   (feet)  ADJUSTED  
 KE0924  ___________________________________________________________________
 KE0924  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 KE0924  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 KE0924  DYNAMIC HT  -         274.608 (meters)     900.94  (feet)  COMP
 KE0924  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 KE0924
 KE0924  HORZ ORDER  -  SECOND
 KE0924  VERT ORDER  -  SECOND    CLASS 0
 KE0924
 KE0924.The horizontal coordinates were established by classical geodetic methods
 KE0924.and adjusted by the National Geodetic Survey in October 1998..
 KE0924
 KE0924.The orthometric height was determined by differential leveling
 KE0924.and adjusted by the National Geodetic Survey in June 1991..
 KE0924
 KE0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0924
 KE0924.The geoid height was determined by GEOID03.
 KE0924
 KE0924.The dynamic height is computed by dividing the NAVD 88
 KE0924.geopotential number by the normal gravity value computed on the
 KE0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0924.degrees latitude (g = 980.6199 gals.).
 KE0924
 KE0924.The modeled gravity was interpolated from observed gravity values.
 KE0924
 KE0924;                    North         East     Units Scale Factor Converg.
 KE0924;SPC KS N     -    84,362.081   598,350.355   MT  0.99996176   +1 27 01.4
 KE0924;UTM  15      - 4,328,108.024   265,753.870   MT  1.00027570   -1 42 26.5
 KE0924
 KE0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0924!SPC KS N     -   0.99996179  x   0.99996176  =   0.99992355
 KE0924!UTM  15      -   0.99996179  x   1.00027570  =   1.00023748
 KE0924
 KE0924:                Primary Azimuth Mark                     Grid Az
 KE0924:SPC KS N     -  TOPEKA SANTA FE RR SHOPS STACK           108 31 30.6
 KE0924:UTM  15      -  TOPEKA SANTA FE RR SHOPS STACK           111 40 58.5
 KE0924
 KE0924|---------------------------------------------------------------------|
 KE0924| PID    Reference Object                     Distance      Geod. Az  |
 KE0924|                                                           dddmmss.s |
 KE0924| KE1221 TOPEKA SANTA FE RR SHOPS STACK      APPROX. 4.5 KM 1095832.0 |
 KE0924| KE1238 TOPEKA JCT SW BELL TEL TOWER        APPROX. 1.1 KM 2195009.6 |
 KE0924| KE1241 TOPEKA KANS HWY PATROL TOWER        APPROX. 1.4 KM 2485648.6 |
 KE0924| KE0922 GAGE                                APPROX. 1.3 KM 2600933.0 |
 KE0924| KE1256 TOPEKA TV STA KTWU MAST             APPROX. 4.9 KM 2611553.5 |
 KE0924|---------------------------------------------------------------------|
 KE0924
 KE0924                          SUPERSEDED SURVEY CONTROL
 KE0924
 KE0924  NAD 83(1986)-  39 04 14.38811(N)    095 42 27.58808(W) AD(       ) 2
 KE0924  NAD 27      -  39 04 14.38654(N)    095 42 26.64992(W) AD(       ) 2
 KE0924  NGVD 29 (??/??/92)  274.659  (m)          901.11   (f) ADJ UNCH    2 0
 KE0924
 KE0924.Superseded values are not recommended for survey control.
 KE0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0924.See file dsdata.txt to determine how the superseded data were derived.
 KE0924
 KE0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6575428108(NAD 83)
 KE0924_MARKER: DZ = AZIMUTH MARK DISK
 KE0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0924_STAMPING: GAGE 1970
 KE0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0924+STABILITY: SURFACE MOTION
 KE0924
 KE0924  HISTORY     - Date     Condition        Report By
 KE0924  HISTORY     - 1970     MONUMENTED       NGS
 KE0924  HISTORY     - 1970     GOOD             NGS
 KE0924
 KE0924                          STATION DESCRIPTION
 KE0924
 KE0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KE0924'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF THE STATE
 KE0924'CAPITOL BUILDING IN TOPEKA, 0.05 MILE WEST OF STORY STREET AND IN
 KE0924'THE NORTH RIGHT-OF-WAY OF INTERSTATE 70, BETWEEN THE WEST BOUND
 KE0924'LANE AND STORY STREET APPROACH TO I 70, IN THE NE 1/4 SECTION
 KE0924'26, T.11 S., R.8 E.
 KE0924'
 KE0924'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATES 70 AND
 KE0924'470 (APPROXIMATELY 0.8 MILE WEST OF THE CITY LIMITS) GO EASTERLY
 KE0924'ON INTERSTATE 70 FOR 3.1 MILES TO GAGE STREET INTERCHANGE AND
 KE0924'TRAVERSE STATION GAGE.  CONTINUE IN A NORTHEASTERLY DIRECTION ON
 KE0924'INTERSTATE 70 FOR 0.6 MILE TO THE STATION ON THE LEFT.
 KE0924'
 KE0924'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK STAMPED GAGE
 KE0924'1970 SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KE0924'THAT IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 KE0924'A STANDARD AZIMUTH MARK DISK, STAMPED GAGE 1970, SET IN AN
 KE0924'IRREGULAR MASS OF CONCRETE THAT IS 3-1/2 FEET BELOW THE GROUND
 KE0924'SURFACE.  IT IS 54.0 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 KE0924'STORY STREET APPROACH, 38.5 FEET EAST OF METAL TRAFFIC SIGN,
 KE0924'24.5 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND LAND OF I
 KE0924'70 AND 2.0 FEET NORTH OF A METAL GUARD RAIL.
 KE0924'
 KE0924'STATION GAGE WILL SERVE AS THE AZIMUTH MARK.  NO REFERENCE MARKS
 KE0924'ESTABLISHED AT THIS STATION.
 KE0924'
 KE0924'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 KE0924
 KE0924                          STATION RECOVERY (1970)
 KE0924
 KE0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KE0924'1.9 MI W FROM TOPEKA.
 KE0924'ABOUT 1.9 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0924'OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 104 YARDS WEST OF THE
 KE0924'NORTHWEST CORNER OF THE HIGHWAY OVERPASS FOR STOREY STREET, 25
 KE0924'FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY,
 KE0924'53 1/2 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE ROAD TO THE
 KE0924'NORTH LANES OF THE HIGHWAY FROM STOREY STREET, 38 1/2 FEET EAST
 KE0924'OF A METAL POST FOR HIGHWAY SIGN, 2 FEET NORTH OF A METAL
 KE0924'GUARDRAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET
 KE0924'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.  NOTE-- THE
 KE0924'INTERSTATE HIGHWAY SIGN SHOWS STORY STREET WHILE THE CITY MAP
 KE0924'LISTS THE STREET NAME AS STOREY.  SECTION 26, T 11S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0923 ***********************************************************************
 KE0923  DESIGNATION -  GAGE RM 1
 KE0923  PID         -  KE0923
 KE0923  STATE/COUNTY-  KS/SHAWNEE
 KE0923  USGS QUAD   -  TOPEKA (1983)
 KE0923
 KE0923                         *CURRENT SURVEY CONTROL
 KE0923  ___________________________________________________________________
 KE0923* NAD 83(1986)-  39 04 07.     (N)    095 43 22.     (W)     SCALED    
 KE0923* NAVD 88     -       289.992  (meters)     951.42   (feet)  ADJUSTED  
 KE0923  ___________________________________________________________________
 KE0923  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KE0923  DYNAMIC HT  -         289.804 (meters)     950.80  (feet)  COMP
 KE0923  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 KE0923
 KE0923  VERT ORDER  -  SECOND    CLASS 0
 KE0923
 KE0923.The horizontal coordinates were scaled from a topographic map and have
 KE0923.an estimated accuracy of +/- 6 seconds.
 KE0923
 KE0923.The orthometric height was determined by differential leveling
 KE0923.and adjusted by the National Geodetic Survey in June 1991..
 KE0923
 KE0923.The geoid height was determined by GEOID03.
 KE0923
 KE0923.The dynamic height is computed by dividing the NAVD 88
 KE0923.geopotential number by the normal gravity value computed on the
 KE0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0923.degrees latitude (g = 980.6199 gals.).
 KE0923
 KE0923.The modeled gravity was interpolated from observed gravity values.
 KE0923
 KE0923;                    North         East    Units  Estimated Accuracy
 KE0923;SPC KS N     -    84,100.      597,050.      MT  (+/- 180 meters Scaled)
 KE0923
 KE0923                          SUPERSEDED SURVEY CONTROL
 KE0923
 KE0923  NGVD 29 (??/??/92)  289.863  (m)          950.99   (f) ADJ UNCH    2 0
 KE0923
 KE0923.Superseded values are not recommended for survey control.
 KE0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0923.See file dsdata.txt to determine how the superseded data were derived.
 KE0923
 KE0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD644279(NAD 83)
 KE0923_MARKER: DR = REFERENCE MARK DISK
 KE0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0923_STAMPING: GAGE NO 1 1970
 KE0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0923+STABILITY: SURFACE MOTION
 KE0923
 KE0923  HISTORY     - Date     Condition        Report By
 KE0923  HISTORY     - 1970     MONUMENTED       NGS
 KE0923
 KE0923                          STATION DESCRIPTION
 KE0923
 KE0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0923'2.7 MI W FROM TOPEKA.
 KE0923'ABOUT 2.7 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0923'HIGHWAY OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, NEAR THE EAST
 KE0923'END OF THE HIGHWAY OVERPASS FOR GAGE BOULEVARD, ON THE TOP OF A
 KE0923'125-YARD LONG CUT THAT IS 35 FEET HIGH AT THE HIGHEST POINT, 130
 KE0923'FEET NORTHEAST OF THE CENTER LINE OF THE EXIT ROAD FROM THE
 KE0923'HIGHWAY TO GAGE BOULEVARD, 22 1/2 FEET SOUTHWEST OF THE MOST
 KE0923'EASTERLY OF 4 OAK TREES, 29.60 FEET SOUTHEAST OF THE STATION
 KE0923'MARK, ABOUT 1 FOOT BELOW THE LEVEL OF THE STATION MARK, AND SET
 KE0923'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.  SECTION
 KE0923'26, T 11S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0921 ***********************************************************************
 KE0921  DESIGNATION -  GAGE RM 2
 KE0921  PID         -  KE0921
 KE0921  STATE/COUNTY-  KS/SHAWNEE
 KE0921  USGS QUAD   -  TOPEKA (1983)
 KE0921
 KE0921                         *CURRENT SURVEY CONTROL
 KE0921  ___________________________________________________________________
 KE0921* NAD 83(1986)-  39 04 07.     (N)    095 43 22.     (W)     SCALED    
 KE0921* NAVD 88     -       290.526  (meters)     953.17   (feet)  ADJUSTED  
 KE0921  ___________________________________________________________________
 KE0921  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KE0921  DYNAMIC HT  -         290.337 (meters)     952.55  (feet)  COMP
 KE0921  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 KE0921
 KE0921  VERT ORDER  -  SECOND    CLASS 0
 KE0921
 KE0921.The horizontal coordinates were scaled from a topographic map and have
 KE0921.an estimated accuracy of +/- 6 seconds.
 KE0921
 KE0921.The orthometric height was determined by differential leveling
 KE0921.and adjusted by the National Geodetic Survey in June 1991..
 KE0921
 KE0921.The geoid height was determined by GEOID03.
 KE0921
 KE0921.The dynamic height is computed by dividing the NAVD 88
 KE0921.geopotential number by the normal gravity value computed on the
 KE0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0921.degrees latitude (g = 980.6199 gals.).
 KE0921
 KE0921.The modeled gravity was interpolated from observed gravity values.
 KE0921
 KE0921;                    North         East    Units  Estimated Accuracy
 KE0921;SPC KS N     -    84,100.      597,050.      MT  (+/- 180 meters Scaled)
 KE0921
 KE0921                          SUPERSEDED SURVEY CONTROL
 KE0921
 KE0921  NGVD 29 (??/??/92)  290.397  (m)          952.74   (f) ADJ UNCH    2 0
 KE0921
 KE0921.Superseded values are not recommended for survey control.
 KE0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0921.See file dsdata.txt to determine how the superseded data were derived.
 KE0921
 KE0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD644279(NAD 83)
 KE0921_MARKER: DR = REFERENCE MARK DISK
 KE0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0921_STAMPING: GAGE NO 2 1970
 KE0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0921+STABILITY: SURFACE MOTION
 KE0921
 KE0921  HISTORY     - Date     Condition        Report By
 KE0921  HISTORY     - 1970     MONUMENTED       NGS
 KE0921
 KE0921                          STATION DESCRIPTION
 KE0921
 KE0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0921'2.7 MI W FROM TOPEKA.
 KE0921'ABOUT 2.7 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0921'HIGHWAY OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, NEAR THE EAST END
 KE0921'OF THE HIGHWAY OVERPASS FOR GAGE BOULEVARD, ON THE TOP OF A
 KE0921'125-YARD LONG CUT THAT IS 35 FEET HIGH AT THE HIGHEST POINT,
 KE0921'131 FEET NORTHEAST OF THE CENTER LINE OF THE EXIT ROAD FROM THE
 KE0921'HIGHWAY TO GAGE BOULEVARD, 22 FEET SOUTHEAST OF THE SECOND OAK
 KE0921'TREE EAST OF THE WEST END OF A ROW OF 4 OAK TREES, 31.90 FEET
 KE0921'NORTHWEST OF THE STATION MARK, ABOUT LEVEL WITH THE STATION MARK,
 KE0921'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.
 KE0921'SECTION 26, T 11S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1085 ***********************************************************************
 JF1085  DESIGNATION -  GAGING STATION
 JF1085  PID         -  JF1085
 JF1085  STATE/COUNTY-  KS/MCPHERSON
 JF1085  USGS QUAD   -  LINDSBORG (1979)
 JF1085
 JF1085                         *CURRENT SURVEY CONTROL
 JF1085  ___________________________________________________________________
 JF1085* NAD 83(1986)-  38 33 56.     (N)    097 40 22.     (W)     SCALED    
 JF1085* NAVD 88     -       405.143  (meters)    1329.21   (feet)  ADJUSTED  
 JF1085  ___________________________________________________________________
 JF1085  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 JF1085  DYNAMIC HT  -         404.857 (meters)    1328.27  (feet)  COMP
 JF1085  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 JF1085
 JF1085  VERT ORDER  -  FIRST     CLASS II
 JF1085
 JF1085.The horizontal coordinates were scaled from a topographic map and have
 JF1085.an estimated accuracy of +/- 6 seconds.
 JF1085
 JF1085.The orthometric height was determined by differential leveling
 JF1085.and adjusted by the National Geodetic Survey in June 1991..
 JF1085
 JF1085.The geoid height was determined by GEOID03.
 JF1085
 JF1085.The dynamic height is computed by dividing the NAVD 88
 JF1085.geopotential number by the normal gravity value computed on the
 JF1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1085.degrees latitude (g = 980.6199 gals.).
 JF1085
 JF1085.The modeled gravity was interpolated from observed gravity values.
 JF1085
 JF1085;                    North         East    Units  Estimated Accuracy
 JF1085;SPC KS S     -   611,080.      472,090.      MT  (+/- 180 meters Scaled)
 JF1085
 JF1085                          SUPERSEDED SURVEY CONTROL
 JF1085
 JF1085  NGVD 29 (??/??/92)  405.011  (m)         1328.77   (f) ADJ UNCH    1 2
 JF1085
 JF1085.Superseded values are not recommended for survey control.
 JF1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1085.See file dsdata.txt to determine how the superseded data were derived.
 JF1085
 JF1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH156694(NAD 83)
 JF1085_MARKER: DD = SURVEY DISK
 JF1085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF1085_SP_SET: PIER
 JF1085_MARK LOGO: USGS  
 JF1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1085
 JF1085  HISTORY     - Date     Condition        Report By
 JF1085  HISTORY     - UNK      MONUMENTED       USGS
 JF1085  HISTORY     - 1952     GOOD             NGS
 JF1085  HISTORY     - 1986     GOOD             NGS
 JF1085
 JF1085                          STATION DESCRIPTION
 JF1085
 JF1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JF1085'0.5 MI S FROM LINDSBORG.
 JF1085'0.5 MILE SOUTH ALONG AN OILED ROAD FROM THE MISSOURI PACIFIC
 JF1085'RAILROAD STATION AT LINDSBORG, 10 FEET WEST OF THE CENTER
 JF1085'LINE OF THE ROAD, 3 FEET BELOW THE LEVEL OF THE ROAD, SET IN
 JF1085'THE TOP OF THE WEST END OF THE NORTH CONCRETE PIER OF A BRIDGE
 JF1085'OVER THE SMOKY HILL RIVER.
 JF1085
 JF1085                          STATION RECOVERY (1986)
 JF1085
 JF1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1085'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  24.0 KM (14.9
 JF1085'FT) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1085'THE SOUTHERN PACIFIC RAILROAD IN MCPHERSON, THENCE 0.3 KM (0.2 MI)
 JF1085'NORTHWEST ALONG A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1065 ***********************************************************************
 HE1065  DESIGNATION -  GALENA
 HE1065  PID         -  HE1065
 HE1065  STATE/COUNTY-  KS/CHEROKEE
 HE1065  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1065
 HE1065                         *CURRENT SURVEY CONTROL
 HE1065  ___________________________________________________________________
 HE1065* NAD 83(1997)-  37 04 16.08530(N)    094 38 18.84325(W)     ADJUSTED  
 HE1065* NAVD 88     -       287.50   (+/-2cm)     943.2    (feet)  VERTCON   
 HE1065  ___________________________________________________________________
 HE1065  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 HE1065  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HE1065
 HE1065  HORZ ORDER  -  FIRST
 HE1065  VERT ORDER  -  THIRD ? (See Below)
 HE1065
 HE1065.The horizontal coordinates were established by classical geodetic methods
 HE1065.and adjusted by the National Geodetic Survey in October 1998..
 HE1065
 HE1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1065.The vertical order pertains to the NGVD 29 superseded value.
 HE1065
 HE1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1065
 HE1065.The geoid height was determined by GEOID03.
 HE1065
 HE1065;                    North         East     Units Scale Factor Converg.
 HE1065;SPC KS S     -   452,000.847   743,309.109   MT  1.00004419   +2 22 22.7
 HE1065;SPC MO W     -   100,372.378   837,678.090   MT  0.99994305   -0 05 00.7
 HE1065;UTM  15      - 4,104,019.391   354,337.152   MT  0.99986138   -0 59 16.5
 HE1065
 HE1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1065!SPC KS S     -   0.99995953  x   1.00004419  =   1.00000372
 HE1065!SPC MO W     -   0.99995953  x   0.99994305  =   0.99990258
 HE1065!UTM  15      -   0.99995953  x   0.99986138  =   0.99982091
 HE1065
 HE1065:                Primary Azimuth Mark                     Grid Az
 HE1065:SPC KS S     -  CARL                                     006 11 23.8
 HE1065:SPC MO W     -  CARL                                     008 38 47.2
 HE1065:UTM  15      -  CARL                                     009 33 03.0
 HE1065
 HE1065|---------------------------------------------------------------------|
 HE1065| PID    Reference Object                     Distance      Geod. Az  |
 HE1065|                                                           dddmmss.s |
 HE1065| HE1029 CARL                                APPROX.12.4 KM 0083346.5 |
 HE1065| CM3747 GALENA AZ MK                                       0171855.9 |
 HE1065| HE1056 GALENA EAGLE PICHER SMELT STK       APPROX. 1.9 KM 0255325.5 |
 HE1065| HE1068 GALENA MUNICIPAL STANDPIPE          APPROX. 0.8 KM 0530023.6 |
 HE1065| CM3748 GALENA RM 1                          28.334 METERS 07853     |
 HE1065| CM3749 GALENA RM 2                          29.727 METERS 20014     |
 HE1065| GG0721 QUAPAW MUNICIPAL TANK               APPROX.18.8 KM 2244501.1 |
 HE1065| HE1067 BAXTER SPRINGS MUNICIPAL TANK       APPROX.10.4 KM 2365612.7 |
 HE1065| GG0723 PICHER NORTH MUNICIPAL TANK         APPROX.19.6 KM 2404344.6 |
 HE1065| GG0718 CARDIN COMMERCE MINING CO TANK      APPROX.23.2 KM 2414418.4 |
 HE1065| HE1063 RIVERTON EMP DIST ELEC S STK        APPROX. 5.3 KM 2702756.2 |
 HE1065| HE1064 RIVERTON EMP DIST ELEC W STK        APPROX. 5.4 KM 2704855.2 |
 HE1065| HE1066 RIVERTON EMP DIST ELEC E STK        APPROX. 5.3 KM 2705422.7 |
 HE1065| HE1061 RIVERTON EMP DIST ELEC N STK        APPROX. 5.3 KM 2711843.2 |
 HE1065|---------------------------------------------------------------------|
 HE1065
 HE1065                          SUPERSEDED SURVEY CONTROL
 HE1065
 HE1065  NAD 83(1997)-  37 04 16.09236(N)    094 38 18.84541(W) AD(       ) 1
 HE1065  NAD 83(1986)-  37 04 16.10014(N)    094 38 18.83868(W) AD(       ) 1
 HE1065  NAD 27      -  37 04 15.89200(N)    094 38 18.01700(W) AD(       ) 1
 HE1065  NGVD 29 (07/19/86)  287.40   (m)          942.9    (f) LEVELING    3  
 HE1065
 HE1065.Superseded values are not recommended for survey control.
 HE1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1065.See file dsdata.txt to determine how the superseded data were derived.
 HE1065
 HE1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5433704019(NAD 83)
 HE1065_MARKER: DS = TRIANGULATION STATION DISK
 HE1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1065
 HE1065  HISTORY     - Date     Condition        Report By
 HE1065  HISTORY     - 1935     MONUMENTED       CGS
 HE1065  HISTORY     - 1961     GOOD             USGS
 HE1065  HISTORY     - 1964     GOOD             CGS
 HE1065
 HE1065                          STATION DESCRIPTION
 HE1065
 HE1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1065'THIS STATION IS LOCATED IN THE S SIDE OF THE CITY OF GALENA
 HE1065'ON THE GROUNDS OF THE JUNIOR HIGH SCHOOL, IN THE SW 1/4
 HE1065'SEC. 13, T 34 S, R 25 E.  THE STATION MARK IS SET NEAR THE
 HE1065'NW CORNER OF THE SCHOOL GROUNDS, 122 FEET NW OF THE NW CORNER
 HE1065'OF THE SCHOOLHOUSE, 50 FEET S OF THE CENTER LINE OF ELEVENTH
 HE1065'STREET, 21 FEET S OF A HIGH CURB, ABOUT MIDWAY OF THE BLOCK.
 HE1065'MARK IS SET FLUSH WITH THE SURFACE.
 HE1065'
 HE1065'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE1065'BRONZE DISKS SET IN CONCRETE.
 HE1065'
 HE1065'REFERENCE MARK NO. 1 IS ENE OF THE STATION ON THE N EDGE
 HE1065'OF THE SCHOOL GROUNDS AT THE PROLONGATION OF THE W EDGE
 HE1065'OF THE SIDEWALK OF JOPLIN STREET, 30 FEET W OF THE W EDGE
 HE1065'OF THE SIDEWALK LEADING TO THE MAIN ENTRANCE OF THE SCHOOL,
 HE1065'1-1/2 FEET S OF THE HIGH CURB ON THE N EDGE OF THE YARD.
 HE1065'MARK IS SET FLUSH WITH THE SURFACE.
 HE1065'
 HE1065'REFERENCE MARK NO. 2 IS SW OF THE STATION ON THE W EDGE
 HE1065'OF THE SCHOOLYARD ON RANGE WITH THE W EDGE OF AN ALLEY LEADING
 HE1065'N.  MARK IS SET FLUSH WITH THE SURFACE.
 HE1065'
 HE1065'AZIMUTH MARK IS E OF THE STATION ON THE N EDGE OF THE RIGHT-OF-WAY
 HE1065'OF ELEVENTH STREET AND IT IS 18 FEET N OF THE CENTER LINE
 HE1065'OF THE STREET AND PROJECTS 8 INCHES.
 HE1065'
 HE1065'ALL LIGHTS COME INTO VIEW AT 40-FEET.
 HE1065
 HE1065                          STATION RECOVERY (1961)
 HE1065
 HE1065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HE1065'THE STATION IS LOCATED IN THE SW. PART OF THE CITY OF GALENA
 HE1065'ON THE GROUNDS OF THE ABANDONED AND PARTLY DISMANTLED JUNIOR
 HE1065'HIGH SCHOOL, IN THE NE 1/4 SEC. 23, T. 34 S., R. 25 E.
 HE1065'THE STATION MARK IS SET NEAR THE NW. CORNER OF THE SCHOOL
 HE1065'GROUND, 122 FEET NW. OF THE NW. CORNER OF THE SCHOOL HOUSE,
 HE1065'50 FEET S. OF THE CENTERLINE OF ELEVENTH STREET, 21 FEET
 HE1065'S. OF A HIGH CURB, ABOUT MIDWAY OF THE BLOCK.  MARK IS SET
 HE1065'FLUSH WITH THE SURFACE.
 HE1065'
 HE1065'THE AZIMUTH MARK WAS NOT FOUND.  AS STADIUM WAS BUILT NEAR
 HE1065'THE SIGHT IN 1936 AND THE MARK WAS EITHER COVERED OVER OR
 HE1065'DESTROYED.
 HE1065
 HE1065                          STATION RECOVERY (1964)
 HE1065
 HE1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE1065'THE STATION MARK, R.M. 1, R.M. 2 WERE RECOVERED IN GOOD
 HE1065'CONDITION, THE DISTANCES TO THE R.M.S WERE VERIFIED.  THE
 HE1065'AZIMUTH MARK WAS NOT FOUND, AS A STADIUM WAS BUILT NEAR
 HE1065'THE SITE IN 1936 AND THE MARK WAS EITHER COVERED OR DESTROYED.
 HE1065'RECOVERY NOTE BY THE U.S.G.S., 1961 AND THE ORIGINAL DESCRIPTION
 HE1065'IS NOT ADEQUATE, NEW DESCRIPTION IS AS FOLLOWS.
 HE1065'
 HE1065'STATION IS LOCATED IN THE SOUTH SIDE OF THE CITY OF GALENA,
 HE1065'BY THE INTERSECTION OF 11TH STREET AND JOPLIN STREET.  THE
 HE1065'STATION IS MARKED BY A STANDARD DISK STAMPED GALENA 1935,
 HE1065'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT AND
 HE1065'FLUSH WITH THE GROUND.  IT IS LOCATED IN THE EAST DRIVEWAY
 HE1065'OF A TWO CAR GARAGE, 132.0 FEET WSW OF THE CENTER OF THE
 HE1065'INTERSECTION OF 11TH AND JOPLIN STREETS, 28.0 FEET E OF THE
 HE1065'CENTER OF ALLEYWAY, 50.0 FEET S OF THE CENTER OF 11TH STREET
 HE1065'AND 15.6 FEET NW OF THE NE CORNER OF THE GARAGE.
 HE1065'
 HE1065'REFERENCE MARK NO. 1 IS MARKED BY A REFERENCE MARK DISK
 HE1065'STAMPED GALENA NO 1 1935, SET IN THE TOP OF A 12 INCH SQUARE
 HE1065'CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.  IT IS 44.0
 HE1065'FEET SW OF THE CENTER OF THE INTERSECTION OF 11TH AND JOPLIN
 HE1065'STREETS, 32.0 FEET S OF THE CENTER OF 11TH STREET, 31.0
 HE1065'FEET W OF THE CENTER OF A PRIVATE DRIVE, AND IS 2.0 FEET
 HE1065'S OF THE N EDGE OF CURB ALONG SIDEWALK.
 HE1065'
 HE1065'REFERENCE MARK NO. 2 IS MARKED BY A REFERENCE MARK DISK STAMPED
 HE1065'GALENA NO 2 1935, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 HE1065'MONUMENT AND IS FLUSH WITH THE GROUND.  IT IS SW OF THE
 HE1065'STATION ALONG THE W EDGE OF THE ALLEYWAY, 67.5 FEET W OF
 HE1065'THE SE CORNER OF A HOUSE, 31.0 FEET S OF POWER POLE NO. 635,
 HE1065'2.0 FEET E OF A GARAGE AND 1.5 FEET NE OF A GAS METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1068 ***********************************************************************
 HE1068  DESIGNATION -  GALENA MUNICIPAL STANDPIPE
 HE1068  PID         -  HE1068
 HE1068  STATE/COUNTY-  KS/CHEROKEE
 HE1068  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1068
 HE1068                         *CURRENT SURVEY CONTROL
 HE1068  ___________________________________________________________________
 HE1068* NAD 83(1997)-  37 04 31.32178(N)    094 37 53.60157(W)     ADJUSTED  
 HE1068* NAVD 88     -                                                        
 HE1068  ___________________________________________________________________
 HE1068  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 HE1068  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HE1068
 HE1068  HORZ ORDER  -  THIRD
 HE1068
 HE1068.The horizontal coordinates were established by classical geodetic methods
 HE1068.and adjusted by the National Geodetic Survey in October 1998..
 HE1068
 HE1068
 HE1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1068
 HE1068.The geoid height was determined by GEOID03.
 HE1068
 HE1068;                    North         East     Units Scale Factor Converg.
 HE1068;SPC KS S     -   452,496.007   743,912.648   MT  1.00004311   +2 22 38.2
 HE1068;SPC MO W     -   100,841.168   838,302.234   MT  0.99994286   -0 04 45.5
 HE1068;SPC OK N     -   235,478.751   899,495.790   MT  1.00007091   +1 59 16.4
 HE1068;SPC OK N     -   772,566.54  2,951,095.77   sFT  1.00007091   +1 59 16.4
 HE1068;UTM  15      - 4,104,478.232   354,968.566   MT  0.99985912   -0 59 01.6
 HE1068
 HE1068                          SUPERSEDED SURVEY CONTROL
 HE1068
 HE1068  NAD 83(1997)-  37 04 31.32868(N)    094 37 53.60414(W) AD(       ) 4
 HE1068  NAD 83(1986)-  37 04 31.33669(N)    094 37 53.59752(W) AD(       ) 4
 HE1068  NAD 27      -  37 04 31.12800(N)    094 37 52.77800(W) AD(       ) 3
 HE1068
 HE1068.Superseded values are not recommended for survey control.
 HE1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1068.See file dsdata.txt to determine how the superseded data were derived.
 HE1068
 HE1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5496904478(NAD 83)
 HE1068_MARKER: 63 = STACK
 HE1068
 HE1068  HISTORY     - Date     Condition        Report By
 HE1068  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1068  HISTORY     - 1960     GOOD             CGS
 HE1068
 HE1068                          STATION DESCRIPTION
 HE1068
 HE1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1068'THIS INTERSECTION STATION IS THE CENTER OF THE GALENA MUNICIPAL
 HE1068'WATER STANDPIPE.  IT IS A PLAIN CYLINDRICAL STEEL STANDPIPE
 HE1068'WITH FLAT TOP.  IT IS ABOUT 12 FEET IN DIAMETER AND ABOUT
 HE1068'120 FEET HIGH AND IS VERY PROMINENT.
 HE1068'
 HE1068'THE STANDPIPE IS IN THE EASTERN PART OF GALENA, ABOUT 0.45
 HE1068'MILE E OF THE MAIN STREET OF TOWN, ABOUT 35 FEET E OF THE
 HE1068'CENTER LINE OF WOOD STREET AT A JOG IN SIXTH STREET.  SIXTH
 HE1068'STREET IS ONE BLOCK N OF SEVENTH STREET WHICH IS U.S. HIGHWAY
 HE1068'66 W OF THE MAIN STREET OF TOWN.
 HE1068
 HE1068                          STATION RECOVERY (1960)
 HE1068
 HE1068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JPP)
 HE1068'THE STATION WAS RECOVERED AS DESCRIBED, AND IT WAS FOUND
 HE1068'TO BE IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0577 ***********************************************************************
 JG0577  DESIGNATION -  GALL 2
 JG0577  PID         -  JG0577
 JG0577  STATE/COUNTY-  KS/TREGO
 JG0577  USGS QUAD   -  OGALLAH (1979)
 JG0577
 JG0577                         *CURRENT SURVEY CONTROL
 JG0577  ___________________________________________________________________
 JG0577* NAD 83(1997)-  38 58 46.56307(N)    099 42 32.72356(W)     ADJUSTED  
 JG0577* NAVD 88     -       718.38   (meters)    2356.9    (feet)  RESET     
 JG0577  ___________________________________________________________________
 JG0577  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 JG0577  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 JG0577
 JG0577  HORZ ORDER  -  THIRD
 JG0577  VERT ORDER  -  THIRD
 JG0577
 JG0577.The horizontal coordinates were established by classical geodetic methods
 JG0577.and adjusted by the National Geodetic Survey in October 1998..
 JG0577.No horizontal observational check was made to the station.
 JG0577
 JG0577.The orthometric height was computed from unverified reset data.
 JG0577
 JG0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0577
 JG0577.The geoid height was determined by GEOID03.
 JG0577
 JG0577;                    North         East     Units Scale Factor Converg.
 JG0577;SPC KS N     -    73,140.022   251,918.721   MT  0.99996798   -1 04 52.9
 JG0577;UTM  14      - 4,314,751.954   438,580.706   MT  0.99964645   -0 26 45.8
 JG0577
 JG0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0577!SPC KS N     -   0.99989136  x   0.99996798  =   0.99985934
 JG0577!UTM  14      -   0.99989136  x   0.99964645  =   0.99953785
 JG0577
 JG0577:                Primary Azimuth Mark                     Grid Az
 JG0577:SPC KS N     -  ELLIS ST MARYS CATHOLIC CHURCH           108 38 04.4
 JG0577:UTM  14      -  ELLIS ST MARYS CATHOLIC CHURCH           107 59 57.3
 JG0577
 JG0577|---------------------------------------------------------------------|
 JG0577| PID    Reference Object                     Distance      Geod. Az  |
 JG0577|                                                           dddmmss.s |
 JG0577| JG0931 ELLIS ST MARYS CATHOLIC CHURCH      APPROX.13.8 KM 1073311.5 |
 JG0577| JG0578 GALL 2 RM 3                          22.281 METERS 13852     |
 JG0577| CK9667 GALL 2 AZ MK                                       1510507.2 |
 JG0577| JG0579 GALL 2 RM 4                          22.591 METERS 22812     |
 JG0577| JG0576 GALL                                134.420 METERS 30433     |
 JG0577|---------------------------------------------------------------------|
 JG0577
 JG0577                          SUPERSEDED SURVEY CONTROL
 JG0577
 JG0577  NAD 83(1986)-  38 58 46.56959(N)    099 42 32.72382(W) AD(       ) 3
 JG0577  NAD 27      -  38 58 46.53700(N)    099 42 31.30200(W) AD(       ) 3
 JG0577  NGVD 29 (07/19/86)  720.95   (m)         2365.3    (f) LEVELING    3  
 JG0577
 JG0577.Superseded values are not recommended for survey control.
 JG0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0577.See file dsdata.txt to determine how the superseded data were derived.
 JG0577
 JG0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ3858114752(NAD 83)
 JG0577_MARKER: DR = REFERENCE MARK DISK
 JG0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0577_STAMPING: GALL 2 1963
 JG0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0577+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 JG0577
 JG0577  HISTORY     - Date     Condition        Report By
 JG0577  HISTORY     - 1963     MONUMENTED       CGS
 JG0577  HISTORY     - 1963     GOOD             CGS
 JG0577  HISTORY     - 20060921 GOOD             GEOCAC
 JG0577
 JG0577                          STATION DESCRIPTION
 JG0577
 JG0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JG0577'STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF WAKEENEY,
 JG0577'9 MILES WEST-NORTHWEST OF ELLIS, AND ABOUT 1-1/2 MILES
 JG0577'EAST-SOUTHEAST OF OGALLAH WHERE INTERSTATE HIGHWAY 70 CROSSES
 JG0577'OVER U.S. HIGHWAY 40 IN SEC. 25, T. 12 S., R 22 W., 233 FEET
 JG0577'SOUTH-SOUTHWEST OF THE CENTERLINE OF INTERSTATE HIGHWAY 70,
 JG0577'117 FEET NORTHEAST OF THE CENTERLINE OF OLD U.S. HIGHWAY
 JG0577'40, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE UNION
 JG0577'PACIFIC RAILROAD TRACK, 3 FEET SOUTHEAST OF A POINT WHERE
 JG0577'THE SOUTH RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY 70 CROSSES
 JG0577'THE SOUTHWEST RIGHT-OF-WAY FENCE OF THE UNION PACIFIC
 JG0577'RAILROAD, 2 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE
 JG0577'OF THE RAILROAD, AND 1 FOOT SOUTHEAST OF A NEW STEEL
 JG0577'WITNESS POST WITH SIGN.  THE MARK PROJECTS 4 INCHES AND
 JG0577'THE DISK IS STAMPED GALL 2 1963.
 JG0577'
 JG0577'TO REACH THE STATION FROM THE POST OFFICE IN OGALLAH, GO
 JG0577'EAST-SOUTHEAST ON OLD U.S. HIGHWAY 40 FOR 1.4 MILES TO WHERE
 JG0577'U.S. HIGHWAY 40 PASSES UNDER INTERSTATE HIGHWAY 70 AND THE
 JG0577'STATION AS DESCRIBED ABOUT 100 YARDS SOUTHEAST.
 JG0577'
 JG0577'REFERENCE MARK NO. 3 IS SOUTHEAST OF THE STATION, 47 FEET
 JG0577'SOUTHWEST OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD
 JG0577'TRACK, AND 1 FOOT NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY
 JG0577'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JG0577'GALL 2 NO 3 1963.
 JG0577'
 JG0577'REFERENCE MARK NO. 4 IS SOUTHWEST OF THE STATION, 33 FEET
 JG0577'NORTHEAST OF THE CENTERLINE OF OLD U.S. HIGHWAY 40, 2.5 FEET
 JG0577'NORTHWEST OF A POWER POLE, AND 1 FOOT SOUTHEAST OF A STEEL
 JG0577'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JG0577'GALL 2 NO 4 1963.
 JG0577'
 JG0577'AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHEAST OF THE STATION, 35
 JG0577'FEET SOUTHWEST OF THE CENTERLINE OF OLD U.S. HIGHWAY 40,
 JG0577'2 FEET NORTHWEST OF THE 3RD TELEPHONE POLE (BLAZED) NORTHWEST
 JG0577'OF WHERE A DIRT ROAD GOES SOUTH FROM THE HIGHWAY, AND 1 FOOT
 JG0577'NORTHWEST OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 1
 JG0577'INCH AND THE DISK IS STAMPED GALL 1950.
 JG0577'
 JG0577'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST
 JG0577'ON U.S. HIGHWAY 40 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT
 JG0577'AS DESCRIBED.
 JG0577'
 JG0577'NOTE- STATION GALL 1950, BOTH REFERENCE MARKS AND THE AZIMUTH
 JG0577'MARK WERE LEVELLED OVER AND LISTED AS BENCH MARKS IN KANSAS
 JG0577'LEVEL LINE 1.  THE ELEVATIONS WERE TRANSFERRED SO THESE
 JG0577'MARKS LISTED IN THIS DESCRIPTION WILL BE LISTED AS BENCH MARKS IN
 JG0577'KANSAS LEVEL LINE 1, AGAIN.
 JG0577'
 JG0577'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JG0577
 JG0577                          STATION RECOVERY (1963)
 JG0577
 JG0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JG0577'1.4 MI ESE FROM OGALLAH.
 JG0577'1.4 MILES EAST-SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE UNION
 JG0577'PACIFIC RAILROAD STATION AT OGALLAH, 233 FEET SOUTH-SOUTHWEST
 JG0577'OF THE CENTERLINE OF INTERSTATE HIGHWAY 70, 117 FEET NORTHEAST
 JG0577'OF THE CENTERLINE OF OLD U.S. HIGHWAY 40, 46 FEET SOUTHWEST
 JG0577'OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD TRACK, 3
 JG0577'FEET SOUTHEAST OF A POINT WHERE THE SOUTH RIGHT-OF-WAY LINE
 JG0577'FOR INTERSTATE HIGHWAY 70 CROSSES THE SOUTHWEST RIGHT-OF-WAY
 JG0577'FENCE FOR THE UNION PACIFIC RAILROAD, 2 FEET NORTHEAST OF THE
 JG0577'SOUTHWEST RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTHEAST OF A NEW
 JG0577'STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 4 INCHES.
 JG0577
 JG0577                          STATION RECOVERY (2006)
 JG0577
 JG0577'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0577'FOUND THE STATION, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 IN
 JG0577'GOOD CONDITION. SEARCHED FOR BUT COULD NOT FIND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0578 ***********************************************************************
 JG0578  DESIGNATION -  GALL 2 RM 3
 JG0578  PID         -  JG0578
 JG0578  STATE/COUNTY-  KS/TREGO
 JG0578  USGS QUAD   -  OGALLAH (1979)
 JG0578
 JG0578                         *CURRENT SURVEY CONTROL
 JG0578  ___________________________________________________________________
 JG0578* NAD 83(1986)-  38 58 46.     (N)    099 42 32.     (W)     SCALED    
 JG0578* NAVD 88     -       717.98   (meters)    2355.6    (feet)  RESET     
 JG0578  ___________________________________________________________________
 JG0578  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 JG0578
 JG0578  VERT ORDER  -  THIRD
 JG0578
 JG0578.The horizontal coordinates were scaled from a topographic map and have
 JG0578.an estimated accuracy of +/- 6 seconds.
 JG0578
 JG0578.The orthometric height was computed from unverified reset data.
 JG0578
 JG0578.The geoid height was determined by GEOID03.
 JG0578
 JG0578;                    North         East    Units  Estimated Accuracy
 JG0578;SPC KS N     -    73,120.      251,940.      MT  (+/- 180 meters Scaled)
 JG0578
 JG0578                          SUPERSEDED SURVEY CONTROL
 JG0578
 JG0578.No superseded survey control is available for this station.
 JG0578
 JG0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ385147(NAD 83)
 JG0578_MARKER: DR = REFERENCE MARK DISK
 JG0578_SETTING: 0 = UNSPECIFIED SETTING
 JG0578_STAMPING: GALL 2 NO 3 1963
 JG0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0578+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 JG0578
 JG0578  HISTORY     - Date     Condition        Report By
 JG0578  HISTORY     - 1963     MONUMENTED       CGS
 JG0578  HISTORY     - 20060921 GOOD             GEOCAC
 JG0578
 JG0578                          STATION DESCRIPTION
 JG0578
 JG0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JG0578'1.4 MI ESE FROM OGALLAH.
 JG0578'1.4 MILES EAST-SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE UNION
 JG0578'PACIFIC RAILROAD STATION AT OGALLAH, 73.10 FEET SOUTHEAST
 JG0578'OF STATION GALL 2 1963, 47 FEET SOUTHWEST OF THE SOUTHWEST
 JG0578'RAIL OF THE UNION PACIFIC RAILROAD TRACK, AND 1 FOOT NORTHEAST
 JG0578'OF THE SOUTHWEST RAILROAD RIGHT-OF-WAY FENCE.  THE MARK
 JG0578'PROJECTS 6 INCHES.
 JG0578
 JG0578                          STATION RECOVERY (2006)
 JG0578
 JG0578'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0579 ***********************************************************************
 JG0579  DESIGNATION -  GALL 2 RM 4
 JG0579  PID         -  JG0579
 JG0579  STATE/COUNTY-  KS/TREGO
 JG0579  USGS QUAD   -  OGALLAH (1979)
 JG0579
 JG0579                         *CURRENT SURVEY CONTROL
 JG0579  ___________________________________________________________________
 JG0579* NAD 83(1986)-  38 58 46.     (N)    099 42 32.     (W)     SCALED    
 JG0579* NAVD 88     -       717.89   (meters)    2355.3    (feet)  RESET     
 JG0579  ___________________________________________________________________
 JG0579  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 JG0579
 JG0579  VERT ORDER  -  THIRD
 JG0579
 JG0579.The horizontal coordinates were scaled from a topographic map and have
 JG0579.an estimated accuracy of +/- 6 seconds.
 JG0579
 JG0579.The orthometric height was computed from unverified reset data.
 JG0579
 JG0579.The geoid height was determined by GEOID03.
 JG0579
 JG0579;                    North         East    Units  Estimated Accuracy
 JG0579;SPC KS N     -    73,120.      251,940.      MT  (+/- 180 meters Scaled)
 JG0579
 JG0579                          SUPERSEDED SURVEY CONTROL
 JG0579
 JG0579.No superseded survey control is available for this station.
 JG0579
 JG0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ385147(NAD 83)
 JG0579_MARKER: DR = REFERENCE MARK DISK
 JG0579_SETTING: 0 = UNSPECIFIED SETTING
 JG0579_STAMPING: GALL 2 NO 4 1963
 JG0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0579+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 JG0579
 JG0579  HISTORY     - Date     Condition        Report By
 JG0579  HISTORY     - 1963     MONUMENTED       CGS
 JG0579  HISTORY     - 20060921 GOOD             GEOCAC
 JG0579
 JG0579                          STATION DESCRIPTION
 JG0579
 JG0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JG0579'1.4 MI ESE FROM OGALLAH.
 JG0579'1.4 MILES EAST-SOUTHEAST ALONG U.S. HIGHWAY 40 FROM THE UNION
 JG0579'PACIFIC RAILROAD STATION AT OGALLAH, 83.96 FEET SOUTHWEST
 JG0579'OF THE STATION GALL 2 1963, 33 FEET NORTHEAST OF THE CENTERLINE
 JG0579'OF OLD U.S. HIGHWAY 40, 2.5 FEET NORTHWEST OF A POWER POLE,
 JG0579'AND 1 FOOT SOUTHEAST OF A STEEL WITNESS POST.  THE MARK PROJECTS
 JG0579'4 INCHES.
 JG0579
 JG0579                          STATION RECOVERY (2006)
 JG0579
 JG0579'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0573 ***********************************************************************
 JG0573  DESIGNATION -  GALL AZ MK
 JG0573  PID         -  JG0573
 JG0573  STATE/COUNTY-  KS/TREGO
 JG0573  USGS QUAD   -  OGALLAH (1979)
 JG0573
 JG0573                         *CURRENT SURVEY CONTROL
 JG0573  ___________________________________________________________________
 JG0573* NAD 83(1986)-  38 58 31.     (N)    099 42 21.     (W)     SCALED    
 JG0573* NAVD 88     -       711.684  (meters)    2334.92   (feet)  ADJUSTED  
 JG0573  ___________________________________________________________________
 JG0573  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 JG0573  DYNAMIC HT  -         711.147 (meters)    2333.15  (feet)  COMP
 JG0573  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 JG0573
 JG0573  VERT ORDER  -  FIRST     CLASS II
 JG0573
 JG0573.The horizontal coordinates were scaled from a topographic map and have
 JG0573.an estimated accuracy of +/- 6 seconds.
 JG0573
 JG0573.The orthometric height was determined by differential leveling
 JG0573.and adjusted by the National Geodetic Survey in June 1991..
 JG0573
 JG0573.The geoid height was determined by GEOID03.
 JG0573
 JG0573.The dynamic height is computed by dividing the NAVD 88
 JG0573.geopotential number by the normal gravity value computed on the
 JG0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0573.degrees latitude (g = 980.6199 gals.).
 JG0573
 JG0573.The modeled gravity was interpolated from observed gravity values.
 JG0573
 JG0573;                    North         East    Units  Estimated Accuracy
 JG0573;SPC KS N     -    72,660.      252,190.      MT  (+/- 180 meters Scaled)
 JG0573
 JG0573                          SUPERSEDED SURVEY CONTROL
 JG0573
 JG0573  NGVD 29 (??/??/92)  711.394  (m)         2333.97   (f) ADJ UNCH    1 2
 JG0573
 JG0573.Superseded values are not recommended for survey control.
 JG0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0573.See file dsdata.txt to determine how the superseded data were derived.
 JG0573
 JG0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ388142(NAD 83)
 JG0573_MARKER: DZ = AZIMUTH MARK DISK
 JG0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0573_STAMPING: GALL 1950
 JG0573_MARK LOGO: CGS   
 JG0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0573+STABILITY: SURFACE MOTION
 JG0573
 JG0573  HISTORY     - Date     Condition        Report By
 JG0573  HISTORY     - 1950     MONUMENTED       CGS
 JG0573  HISTORY     - 1953     GOOD             NGS
 JG0573  HISTORY     - 1963     GOOD             NGS
 JG0573  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 JG0573
 JG0573                          STATION DESCRIPTION
 JG0573
 JG0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0573'1.8 MI E FROM OGALLAH.
 JG0573'1.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0573'RAILROAD STATION AT OGALLAH, 0.05 MILE EAST OF A DIRT ROAD LEADING
 JG0573'SOUTH, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 JG0573'SOUTHWEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
 JG0573'POLES, 1.5 FEET WEST OF A WITNESS POST, 1.6 FEET SOUTH OF A FENCE,
 JG0573'0.35 MILE EAST OF TRIANGULATION STATION GALL 1950, SET IN THE TOP
 JG0573'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 JG0573
 JG0573                          STATION RECOVERY (1963)
 JG0573
 JG0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 JG0573'RECOVERED IN GOOD CONDITION.
 JG0573
 JG0573                          STATION RECOVERY (2006)
 JG0573
 JG0573'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0574 ***********************************************************************
 JG0574  DESIGNATION -  GALL RM 1
 JG0574  PID         -  JG0574
 JG0574  STATE/COUNTY-  KS/TREGO
 JG0574  USGS QUAD   -  OGALLAH (1979)
 JG0574
 JG0574                         *CURRENT SURVEY CONTROL
 JG0574  ___________________________________________________________________
 JG0574* NAD 83(1986)-  38 58 49.     (N)    099 42 36.     (W)     SCALED    
 JG0574* NAVD 88     -       721.379  (meters)    2366.72   (feet)  ADJUSTED  
 JG0574  ___________________________________________________________________
 JG0574  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 JG0574  DYNAMIC HT  -         720.836 (meters)    2364.94  (feet)  COMP
 JG0574  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 JG0574
 JG0574  VERT ORDER  -  FIRST     CLASS II
 JG0574
 JG0574.The horizontal coordinates were scaled from a topographic map and have
 JG0574.an estimated accuracy of +/- 6 seconds.
 JG0574
 JG0574.The orthometric height was determined by differential leveling
 JG0574.and adjusted by the National Geodetic Survey in June 1991..
 JG0574
 JG0574.The geoid height was determined by GEOID03.
 JG0574
 JG0574.The dynamic height is computed by dividing the NAVD 88
 JG0574.geopotential number by the normal gravity value computed on the
 JG0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0574.degrees latitude (g = 980.6199 gals.).
 JG0574
 JG0574.The modeled gravity was interpolated from observed gravity values.
 JG0574
 JG0574;                    North         East    Units  Estimated Accuracy
 JG0574;SPC KS N     -    73,220.      251,840.      MT  (+/- 180 meters Scaled)
 JG0574
 JG0574                          SUPERSEDED SURVEY CONTROL
 JG0574
 JG0574  NGVD 29 (??/??/92)  721.089  (m)         2365.77   (f) ADJ UNCH    1 2
 JG0574
 JG0574.Superseded values are not recommended for survey control.
 JG0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0574.See file dsdata.txt to determine how the superseded data were derived.
 JG0574
 JG0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ385148(NAD 83)
 JG0574_MARKER: DR = REFERENCE MARK DISK
 JG0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0574_STAMPING: GALL NO 1 1950
 JG0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0574+STABILITY: SURFACE MOTION
 JG0574
 JG0574  HISTORY     - Date     Condition        Report By
 JG0574  HISTORY     - 1950     MONUMENTED       CGS
 JG0574  HISTORY     - 1953     GOOD             NGS
 JG0574
 JG0574                          STATION DESCRIPTION
 JG0574
 JG0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0574'1.4 MI E FROM OGALLAH.
 JG0574'1.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0574'RAILROAD STATION AT OGALLAH, 69.7 FEET SOUTH OF TRIANGULATION STATION
 JG0574'GALL 1950, 34.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JG0574'16.5 FEET WEST OF A TELEPHONE POLE, 0.8 FOOT SOUTH OF A FENCE,
 JG0574'IN LINE WITH A ROW OF TELEPHONE POLES, SET IN THE TOP OF A CONCRETE
 JG0574'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0575 ***********************************************************************
 JG0575  DESIGNATION -  GALL RM 2
 JG0575  PID         -  JG0575
 JG0575  STATE/COUNTY-  KS/TREGO
 JG0575  USGS QUAD   -  OGALLAH (1979)
 JG0575
 JG0575                         *CURRENT SURVEY CONTROL
 JG0575  ___________________________________________________________________
 JG0575* NAD 83(1986)-  38 58 49.     (N)    099 42 36.     (W)     SCALED    
 JG0575* NAVD 88     -       721.243  (meters)    2366.28   (feet)  ADJUSTED  
 JG0575  ___________________________________________________________________
 JG0575  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 JG0575  DYNAMIC HT  -         720.700 (meters)    2364.50  (feet)  COMP
 JG0575  MODELED GRAV-     979,850.0   (mgal)                       NAVD 88
 JG0575
 JG0575  VERT ORDER  -  FIRST     CLASS II
 JG0575
 JG0575.The horizontal coordinates were scaled from a topographic map and have
 JG0575.an estimated accuracy of +/- 6 seconds.
 JG0575
 JG0575.The orthometric height was determined by differential leveling
 JG0575.and adjusted by the National Geodetic Survey in June 1991..
 JG0575
 JG0575.The geoid height was determined by GEOID03.
 JG0575
 JG0575.The dynamic height is computed by dividing the NAVD 88
 JG0575.geopotential number by the normal gravity value computed on the
 JG0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0575.degrees latitude (g = 980.6199 gals.).
 JG0575
 JG0575.The modeled gravity was interpolated from observed gravity values.
 JG0575
 JG0575;                    North         East    Units  Estimated Accuracy
 JG0575;SPC KS N     -    73,220.      251,840.      MT  (+/- 180 meters Scaled)
 JG0575
 JG0575                          SUPERSEDED SURVEY CONTROL
 JG0575
 JG0575  NGVD 29 (??/??/92)  720.953  (m)         2365.33   (f) ADJ UNCH    1 2
 JG0575
 JG0575.Superseded values are not recommended for survey control.
 JG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0575.See file dsdata.txt to determine how the superseded data were derived.
 JG0575
 JG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ385148(NAD 83)
 JG0575_MARKER: DR = REFERENCE MARK DISK
 JG0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0575_STAMPING: GALL NO 2 1950
 JG0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0575+STABILITY: SURFACE MOTION
 JG0575
 JG0575  HISTORY     - Date     Condition        Report By
 JG0575  HISTORY     - 1950     MONUMENTED       CGS
 JG0575  HISTORY     - 1953     GOOD             NGS
 JG0575
 JG0575                          STATION DESCRIPTION
 JG0575
 JG0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0575'1.4 MI E FROM OGALLAH.
 JG0575'1.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0575'RAILROAD STATION AT OGALLAH, 79 FEET SOUTH OF A FENCE, 34.3 FEET
 JG0575'NORTH OF THE CENTER LINE OF THE HIGHWAY, 41.1 FEET WEST OF
 JG0575'TRIANGULATION STATION GALL 1950, SET IN THE TOP OF A CONCRETE
 JG0575'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0724 ***********************************************************************
 JG0724  DESIGNATION -  GALT
 JG0724  PID         -  JG0724
 JG0724  STATE/COUNTY-  KS/RICE
 JG0724  USGS QUAD   -  LITTLE RIVER (1970)
 JG0724
 JG0724                         *CURRENT SURVEY CONTROL
 JG0724  ___________________________________________________________________
 JG0724* NAD 83(1997)-  38 24 46.64618(N)    098 05 25.01924(W)     ADJUSTED  
 JG0724* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 JG0724  ___________________________________________________________________
 JG0724  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 JG0724  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 JG0724
 JG0724  HORZ ORDER  -  SECOND
 JG0724
 JG0724.The horizontal coordinates were established by classical geodetic methods
 JG0724.and adjusted by the National Geodetic Survey in October 1998..
 JG0724
 JG0724.The orthometric height was scaled from a topographic map.
 JG0724
 JG0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0724
 JG0724.The geoid height was determined by GEOID03.
 JG0724
 JG0724;                    North         East     Units Scale Factor Converg.
 JG0724;SPC KS S     -   593,894.792   435,782.634   MT  0.99997321   +0 15 06.4
 JG0724;SPC KS N     -     8,843.118   392,114.390   MT  1.00006289   -0 03 25.6
 JG0724;UTM  14      - 4,252,026.872   579,421.518   MT  0.99967768   +0 33 54.9
 JG0724
 JG0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0724!SPC KS S     -   0.99992174  x   0.99997321  =   0.99989496
 JG0724!SPC KS N     -   0.99992174  x   1.00006289  =   0.99998463
 JG0724!UTM  14      -   0.99992174  x   0.99967768  =   0.99959945
 JG0724
 JG0724|---------------------------------------------------------------------|
 JG0724| PID    Reference Object                     Distance      Geod. Az  |
 JG0724|                                                           dddmmss.s |
 JG0724| CK9672 GALT RM 1                            20.785 METERS 09226     |
 JG0724| CK9673 GALT RM 2                            33.320 METERS 18001     |
 JG0724| CK9671 GALT AZ MK                                         3575449.6 |
 JG0724|---------------------------------------------------------------------|
 JG0724
 JG0724                          SUPERSEDED SURVEY CONTROL
 JG0724
 JG0724  NAD 83(1986)-  38 24 46.65390(N)    098 05 25.02029(W) AD(       ) 2
 JG0724  NAD 27      -  38 24 46.62380(N)    098 05 23.82450(W) AD(       ) 2
 JG0724
 JG0724.Superseded values are not recommended for survey control.
 JG0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0724.See file dsdata.txt to determine how the superseded data were derived.
 JG0724
 JG0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH7942252027(NAD 83)
 JG0724_MARKER: DS = TRIANGULATION STATION DISK
 JG0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0724
 JG0724  HISTORY     - Date     Condition        Report By
 JG0724  HISTORY     - 1961     MONUMENTED       CGS
 JG0724
 JG0724                          STATION DESCRIPTION
 JG0724
 JG0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JG0724'THE STATION IS LOCATED, AIRLINE, ABOUT 40 MILES SOUTHWEST OF
 JG0724'SALINA, 4 MILES WEST OF LITTLE RIVER, AND 2 MILES NORTH OF
 JG0724'MITCHELL ON THE HALF-SECTION LINE BETWEEN TWO CULTIVATED FIELDS
 JG0724'AT A BREAK IN A HEDGEROW.
 JG0724'
 JG0724'TO REACH THE STATION FROM THE POST OFFICE IN LITTLE RIVER GO
 JG0724'SOUTHWEST AND SOUTH ON MAIN STREET AND STATE ROUTE 46 FOR 1.6
 JG0724'MILES TO A CROSSROAD AND JUNCTION WITH STATE HIGHWAY 56.  TURN
 JG0724'RIGHT AND GO WEST ON STATE HIGHWAY 56 3.9 MILES TO A CROSSROAD,
 JG0724'TURN RIGHT AND GO NORTH ON BLACK-TOPPED ROAD 2.5 MILES TO THE
 JG0724'HEDGEROW AND THE STATION ON THE RIGHT AT A DRIVEWAY ACROSS THE
 JG0724'EAST SIDE DRAINAGE DITCH.
 JG0724'
 JG0724'THE STATION MARK IS A STANDARD DISK STAMPED GALT 1961 CEMENTED
 JG0724'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH THE
 JG0724'SURFACE OF THE GROUND.  IT IS 41.2 FEET EAST OF THE CENTERLINE
 JG0724'OF THE BLACK-TOPPED ROAD.
 JG0724'
 JG0724'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GALT NO 1
 JG0724'1961 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JG0724'PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 3.2 FEET WEST OF
 JG0724'A WITNESS POST, 109 FEET EAST OF THE CENTERLINE OF THE
 JG0724'BLACK-TOPPED ROAD AND ABOUT 1 FOOT HIGHER THAN STATION ELEVATION.
 JG0724'
 JG0724'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GALT NO 2
 JG0724'1961 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JG0724'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 14.3 FEET NORTH
 JG0724'OF A POWERLINE POLE WITH TRIANGLE BLAZE, 41.2 FEET EAST OF THE
 JG0724'CENTER LINE OF THE BLACK TOPPED ROAD AND AT THE SAME ELEVATION
 JG0724'AS THE STATION.
 JG0724'
 JG0724'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GALT 1961 CEMENTED IN
 JG0724'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT PROJECTING 4
 JG0724'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 41.1 FEET WEST
 JG0724'OF THE CENTERLINE OF A BLACK-TOPPED ROAD, 1.1 FEET EAST OF A
 JG0724'WIRE FENCE, AND 2.5 FEET SOUTH OF TELEPHONE POLE NUMBERED RPL
 JG0724'2 CDB 1.  TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH
 JG0724'0.5 MILE TO THE MARK ON THE LEFT AT THE WEST EDGE OF THE
 JG0724'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1542 ***********************************************************************
 JF1542  DESIGNATION -  GALVA MUNICIPAL TANK
 JF1542  PID         -  JF1542
 JF1542  STATE/COUNTY-  KS/MCPHERSON
 JF1542  USGS QUAD   -  GALVA (1985)
 JF1542
 JF1542                         *CURRENT SURVEY CONTROL
 JF1542  ___________________________________________________________________
 JF1542* NAD 83(1997)-  38 22 59.54093(N)    097 32 13.12777(W)     ADJUSTED  
 JF1542* NAVD 88     -                                                        
 JF1542  ___________________________________________________________________
 JF1542  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 JF1542  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 JF1542
 JF1542  HORZ ORDER  -  THIRD
 JF1542
 JF1542.The horizontal coordinates were established by classical geodetic methods
 JF1542.and adjusted by the National Geodetic Survey in October 1998..
 JF1542
 JF1542
 JF1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1542
 JF1542.The geoid height was determined by GEOID03.
 JF1542
 JF1542;                    North         East     Units Scale Factor Converg.
 JF1542;SPC KS S     -   590,948.266   484,138.266   MT  0.99996886   +0 35 30.5
 JF1542;UTM  14      - 4,249,346.991   627,781.186   MT  0.99980108   +0 54 30.7
 JF1542
 JF1542                          SUPERSEDED SURVEY CONTROL
 JF1542
 JF1542  NAD 83(1986)-  38 22 59.55130(N)    097 32 13.12877(W) AD(       ) 4
 JF1542  NAD 27      -  38 22 59.52669(N)    097 32 11.98306(W) AD(       ) 3
 JF1542
 JF1542.Superseded values are not recommended for survey control.
 JF1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1542.See file dsdata.txt to determine how the superseded data were derived.
 JF1542
 JF1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2778149347(NAD 83)
 JF1542_MARKER: 53 = ELEVATED TANK
 JF1542
 JF1542  HISTORY     - Date     Condition        Report By
 JF1542  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1542
 JF1542                          STATION DESCRIPTION
 JF1542
 JF1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1542'THE STATION IS THE BALL ON TOP OF GALVA MUNICIPAL WATER
 JF1542'TANK LOCATED IN THE NORTH SECTION OF GALVA AND 0.1 MILE
 JF1542'SOUTH OF CHICAGO ROCK ISLAND AND PACIFIC RAILROAD TRACKS.
 JF1542'IT IS A CYLINDRICAL-SHAPED TANK SUPPORTED BY 4 LEGS, PAINTED
 JF1542'SILVER, AND IS ABOUT 95 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0304 ***********************************************************************
 HJ0304  DESIGNATION -  GANO
 HJ0304  PID         -  HJ0304
 HJ0304  STATE/COUNTY-  KS/STANTON
 HJ0304  USGS QUAD   -  SAUNDERS (1979)
 HJ0304
 HJ0304                         *CURRENT SURVEY CONTROL
 HJ0304  ___________________________________________________________________
 HJ0304* NAD 83(1997)-  37 28 14.70821(N)    102 02 19.99577(W)     ADJUSTED  
 HJ0304* NAVD 88     -      1142.8    (meters)    3749.     (feet)  VERTCON   
 HJ0304  ___________________________________________________________________
 HJ0304  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 HJ0304  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 HJ0304
 HJ0304  HORZ ORDER  -  FIRST
 HJ0304
 HJ0304.The horizontal coordinates were established by classical geodetic methods
 HJ0304.and adjusted by the National Geodetic Survey in October 1998..
 HJ0304
 HJ0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0304
 HJ0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0304
 HJ0304.The geoid height was determined by GEOID03.
 HJ0304
 HJ0304;                    North         East     Units Scale Factor Converg.
 HJ0304;SPC KS S     -   495,181.503    87,036.026   MT  0.99996615   -2 10 29.1
 HJ0304;SPC CO S     -   399,712.308 1,220,490.907   MT  0.99996539   +2 07 22.7
 HJ0304;SPC CO S     - 1,311,389.46  4,004,227.25   sFT  0.99996539   +2 07 22.7
 HJ0304;UTM  13      - 4,151,215.219   761,865.548   MT  1.00044476   +1 48 08.8
 HJ0304;UTM  14      - 4,151,434.565   231,254.726   MT  1.00048974   -1 50 59.4
 HJ0304
 HJ0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0304!SPC KS S     -   0.99982447  x   0.99996615  =   0.99979063
 HJ0304!SPC CO S     -   0.99982447  x   0.99996539  =   0.99978987
 HJ0304!UTM  13      -   0.99982447  x   1.00044476  =   1.00026915
 HJ0304!UTM  14      -   0.99982447  x   1.00048974  =   1.00031413
 HJ0304
 HJ0304:                Primary Azimuth Mark                     Grid Az
 HJ0304:SPC KS S     -  MANTER HIGH SCHOOL BRICK CHIM            067 29 18.7
 HJ0304:SPC CO S     -  MANTER HIGH SCHOOL BRICK CHIM            063 11 26.9
 HJ0304:UTM  13      -  MANTER HIGH SCHOOL BRICK CHIM            063 30 40.8
 HJ0304:UTM  14      -  MANTER HIGH SCHOOL BRICK CHIM            067 09 49.0
 HJ0304
 HJ0304|---------------------------------------------------------------------|
 HJ0304| PID    Reference Object                     Distance      Geod. Az  |
 HJ0304|                                                           dddmmss.s |
 HJ0304| HH0842 MANTER HIGH SCHOOL BRICK CHIM       APPROX.14.8 KM 0651849.6 |
 HJ0304| HH0843 MANTER MUN WATER TANK               APPROX.14.8 KM 0660337.2 |
 HJ0304| HH0837 JOHNSON MUN WATER TANK              APPROX.27.6 KM 0670959.1 |
 HJ0304| CM8145 GANO AZ MK                                         3381854.7 |
 HJ0304|---------------------------------------------------------------------|
 HJ0304
 HJ0304                          SUPERSEDED SURVEY CONTROL
 HJ0304
 HJ0304  NAD 83(1997)-  37 28 14.70825(N)    102 02 19.99576(W) AD(       ) 1
 HJ0304  NAD 83(1997)-  37 28 14.71054(N)    102 02 19.98936(W) AD(       ) 1
 HJ0304  NAD 83(1986)-  37 28 14.71200(N)    102 02 19.98608(W) AD(       ) 1
 HJ0304  NAD 27      -  37 28 14.65185(N)    102 02 18.34950(W) AD(       ) 1
 HJ0304  NGVD 29 (07/19/86) 1142.4    (m)         3748.     (f) VERT ANG       
 HJ0304
 HJ0304.Superseded values are not recommended for survey control.
 HJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0304.See file dsdata.txt to determine how the superseded data were derived.
 HJ0304
 HJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB6186651215(NAD 83)
 HJ0304_MARKER: DS = TRIANGULATION STATION DISK
 HJ0304_SETTING: 0 = UNSPECIFIED SETTING
 HJ0304
 HJ0304  HISTORY     - Date     Condition        Report By
 HJ0304  HISTORY     - 1934     MONUMENTED       CGS
 HJ0304  HISTORY     - 1951     GOOD             CGS
 HJ0304  HISTORY     - 1972     GOOD             NGS
 HJ0304
 HJ0304                          STATION DESCRIPTION
 HJ0304
 HJ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HJ0304'THE STATION IS LOCATED ABOUT 8-1/2 MILES W OF MANTER, ON THE TOP
 HJ0304'OF THE E BIN OF A CONCRETE GRAIN ELEVATOR AT SAUNDERS SIDING ON
 HJ0304'THE ATCHISON TOPEKA AND SANTA FE RAILROAD.  THIS ELEVATOR IS
 HJ0304'OWNED BY GEO. F. GANO OF HUTCHINSON, AND IS IN SEC. 5, T 30 S,
 HJ0304'R 43 W.
 HJ0304'
 HJ0304'THE STATION MARK IS A STANDARD BRONZE DISK SET IN THE ROOF OF THE
 HJ0304'E BIN OF THE ABOVE MENTIONED ELEVATOR.  IT IS 15.5 FEET SE OF THE
 HJ0304'NE CORNER OF THE ELEVATOR HEAD-HOUSE AND 12.0 FEET NE OF THE
 HJ0304'SE CORNER OF THE HEAD HOUSE.  THE ROOF OF THE BIN IN WHICH
 HJ0304'THE STATION MARK IS SET IS 100 FEET ABOVE THE SURFACE OF THE
 HJ0304'GROUND.  THE STATION HAS EXCELLENT VISIBILITY TO THE N, E, S,
 HJ0304'BUT NONE TO THE W.
 HJ0304'
 HJ0304'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS NNW OF THE STATION.
 HJ0304'IT IS IN THE RIGHT-OF-WAY FENCE ON THE W SIDE OF THE N AND S
 HJ0304'GRADED ROAD THAT PASSES TO THE W OF THE ELEVATOR.  IT IS
 HJ0304'OPPOSITE THE T-INTERSECTION OF THE N AND S ROAD AND AN E
 HJ0304'AND W ROAD.
 HJ0304'
 HJ0304'TO REACH THE STATION FROM ROAD INTERSECTION 200 YARDS W OF THE
 HJ0304'DEPOT AND 50 YARDS N OF THE RAILROAD TRACKS IN MANTER GO DUE
 HJ0304'W ON GRADED ROAD 3.0 MILES, THEN S 1.0 MILE, AND THEN W 3.8
 HJ0304'MILES TO A POINT WHERE THE ROAD CROSSES A LARGE CREEK.  CONTINUE
 HJ0304'W ON MAIN ROAD 0.8 MILE, THEN S 0.2 MILE, AND THEN W 0.1
 HJ0304'MILE TO A T-INTERSECTION.  HERE TURN LEFT, S, AND GO 0.2 MILE
 HJ0304'TO A POINT WHERE THE ROAD CROSSES A LARGE CREEK.  CONTINUE S
 HJ0304'1.9 MILES TO THE N SIDE OF THE RAILROAD TRACKS.  HERE TURN
 HJ0304'LEFT AND GO E ALONG THE N SIDE OF THE TRACKS 0.2 MILE TO THE
 HJ0304'ELEVATOR AND STATION.
 HJ0304'
 HJ0304'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 HJ0304
 HJ0304                          STATION RECOVERY (1951)
 HJ0304
 HJ0304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (GES)
 HJ0304'STATION RECOVERED AND ALL MARKS WERE FOUND IN VERY GOOD
 HJ0304'CONDITION AS DESCRIBED.  AN ECCENTRIC POINT 21 FEET NW OF THE
 HJ0304'STATION MARK COULD BE USED TO THE WEST OF THE STATION IF NECESSARY.
 HJ0304
 HJ0304                          STATION RECOVERY (1972)
 HJ0304
 HJ0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JSA)
 HJ0304'THE OLD DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0731 ***********************************************************************
 JH0731  DESIGNATION -  GANO
 JH0731  PID         -  JH0731
 JH0731  STATE/COUNTY-  KS/FINNEY
 JH0731  USGS QUAD   -  SHALLOW WATER (1976)
 JH0731
 JH0731                         *CURRENT SURVEY CONTROL
 JH0731  ___________________________________________________________________
 JH0731* NAD 83(1997)-  38 15 36.06082(N)    100 54 41.05431(W)     ADJUSTED  
 JH0731* NAVD 88     -       887.     (meters)    2910.     (feet)  SCALED    
 JH0731  ___________________________________________________________________
 JH0731  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 JH0731  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 JH0731
 JH0731  HORZ ORDER  -  SECOND
 JH0731
 JH0731.The horizontal coordinates were established by classical geodetic methods
 JH0731.and adjusted by the National Geodetic Survey in October 1998..
 JH0731
 JH0731.The orthometric height was scaled from a topographic map.
 JH0731
 JH0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0731
 JH0731.The geoid height was determined by GEOID03.
 JH0731
 JH0731;                    North         East     Units Scale Factor Converg.
 JH0731;SPC KS S     -   579,568.955   188,983.759   MT  0.99995373   -1 28 54.8
 JH0731;UTM  14      - 4,236,392.724   332,770.792   MT  0.99994442   -1 11 02.0
 JH0731
 JH0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0731!SPC KS S     -   0.99986471  x   0.99995373  =   0.99981844
 JH0731!UTM  14      -   0.99986471  x   0.99994442  =   0.99980914
 JH0731
 JH0731|---------------------------------------------------------------------|
 JH0731| PID    Reference Object                     Distance      Geod. Az  |
 JH0731|                                                           dddmmss.s |
 JH0731| CK9676 GANO RM 3                             3.887 METERS 17558     |
 JH0731| JH0727 GANO HORACE GRAIN ELEVATOR          APPROX. 7.7 KM 1793334.3 |
 JH0731| JH0728 TENNIS GARDEN CITY COOP ELEV        APPROX.11.0 KM 1794840.3 |
 JH0731| JH0734 GANO AZ MK                          APPROX. 1.0 KM 1811329.1 |
 JH0731| CK9674 GANO RP 1                             3.809 METERS 22620     |
 JH0731| CK9675 GANO RP 2                             3.650 METERS 30947     |
 JH0731|---------------------------------------------------------------------|
 JH0731
 JH0731                          SUPERSEDED SURVEY CONTROL
 JH0731
 JH0731  NAD 83(1986)-  38 15 36.06354(N)    100 54 41.05301(W) AD(       ) 2
 JH0731  NAD 27      -  38 15 35.98315(N)    100 54 39.48572(W) AD(       ) 2
 JH0731
 JH0731.Superseded values are not recommended for survey control.
 JH0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0731.See file dsdata.txt to determine how the superseded data were derived.
 JH0731
 JH0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3277136393(NAD 83)
 JH0731_MARKER: DS = TRIANGULATION STATION DISK
 JH0731_SETTING: 0 = UNSPECIFIED SETTING
 JH0731
 JH0731  HISTORY     - Date     Condition        Report By
 JH0731  HISTORY     - 1963     MONUMENTED       CGS
 JH0731  HISTORY     - 1965     GOOD             USGS
 JH0731
 JH0731                          STATION DESCRIPTION
 JH0731
 JH0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0731'THE STATION IS ON THE TOP OF THE EASTERN GRAIN BIN OF THE GANO GRAIN
 JH0731'COMPANY ELEVATOR IN THE SMALL VILLAGE OF FRIEND.  THE ELEVATOR IS
 JH0731'0.05 MILE SOUTH OF THE POST OFFICE IN FRIEND.
 JH0731'
 JH0731'THE STATION MARK, A STANDARD DISK STAMPED GANO 1963, IS CEMENTED IN
 JH0731'A DRILL HOLE IN THE TOP OF THE TARRED ROOF OF GRAIN BIN NO. 8.  IT
 JH0731'IS 9 FEET EAST OF THE EAST SIDE OF THE HEADHOUSE AND 4.7 FEET WEST
 JH0731'OF THE CENTER OF A METAL MANHOLE COVER.
 JH0731'
 JH0731'REFERENCE POINT NO. 1 IS THE SOUTHEAST CORNER OF THE HEADHOUSE.
 JH0731'
 JH0731'REFERENCE POINT NO. 2 IS THE NORTHEAST CORNER OF THE HEADHOUSE.
 JH0731'
 JH0731'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GANO NO. 3 1963, IS
 JH0731'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 JH0731'IT IS 16.5 FEET SOUTHWEST OF THE CENTER OF A METAL MANHOLE COVER,
 JH0731'13 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, AND 3.5 FEET
 JH0731'SOUTHEAST OF THE SOUTHEAST SIDE OF GRAIN BIN NO. 8.  AN
 JH0731'UNDERGROUND REFERENCE MARK DISK, STAMPED GANO NO 3 1963, WAS SET
 JH0731'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 JH0731'GROUND.
 JH0731'
 JH0731'AZIMUTH MARK, A STANDARD DISK STAMPED GANO 1963, IS SET IN A SQUARE
 JH0731'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 37.5 FEET NORTH OF THE
 JH0731'CENTER OF A GRAVEL ROAD, 30 FEET WEST OF THE CENTER OF A GRAVEL
 JH0731'ROAD, 3 FEET SOUTHEAST OF A METAL WITNESS POST, 2.5 FEET NORTHEAST
 JH0731'OF A FENCE CORNER, AND 2 FEET NORTH OF A POWER POLE.
 JH0731'
 JH0731'TO REACH THE AZIMUTH MARK FROM THE GRAIN ELEVATOR, GO SOUTH ON THE
 JH0731'GRAVEL ROAD FOR 0.6 MILE TO A T-ROAD AND THE AZIMUTH MARK IN THE
 JH0731'NORTHWEST ANGLE OF THE INTERSECTION.
 JH0731'
 JH0731'NOTE--REFERENCE MARK NO. 3 AND THE REFERENCE POINTS WERE MEASURED
 JH0731'WITH 5 KG. TAPE TENSION.  THE REFERENCE POINTS WERE TO CLOSE TO FOCUS
 JH0731'THE INSTRUMENT ON SO ONLY ONE POSITION WAS TAKEN.
 JH0731
 JH0731                          STATION RECOVERY (1965)
 JH0731
 JH0731'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JH0731'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0727 ***********************************************************************
 JH0727  DESIGNATION -  GANO HORACE GRAIN ELEVATOR
 JH0727  PID         -  JH0727
 JH0727  STATE/COUNTY-  KS/FINNEY
 JH0727  USGS QUAD   -  TENNIS (1976)
 JH0727
 JH0727                         *CURRENT SURVEY CONTROL
 JH0727  ___________________________________________________________________
 JH0727* NAD 83(1997)-  38 11 26.27812(N)    100 54 38.62118(W)     ADJUSTED  
 JH0727* NAVD 88     -                                                        
 JH0727  ___________________________________________________________________
 JH0727  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 JH0727  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 JH0727
 JH0727  HORZ ORDER  -  THIRD
 JH0727
 JH0727.The horizontal coordinates were established by classical geodetic methods
 JH0727.and adjusted by the National Geodetic Survey in October 1998..
 JH0727
 JH0727
 JH0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0727
 JH0727.The geoid height was determined by GEOID03.
 JH0727
 JH0727;                    North         East     Units Scale Factor Converg.
 JH0727;SPC KS S     -   571,868.697   188,843.784   MT  0.99994724   -1 28 53.3
 JH0727;UTM  14      - 4,228,691.884   332,670.992   MT  0.99994484   -1 10 53.9
 JH0727
 JH0727                          SUPERSEDED SURVEY CONTROL
 JH0727
 JH0727  NAD 83(1997)-  38 11 26.28030(N)    100 54 38.61997(W) AD(       ) 4
 JH0727  NAD 83(1986)-  38 11 26.28007(N)    100 54 38.61983(W) AD(       ) 4
 JH0727  NAD 27      -  38 11 26.19578(N)    100 54 37.04621(W) AD(       ) 3
 JH0727
 JH0727.Superseded values are not recommended for survey control.
 JH0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0727.See file dsdata.txt to determine how the superseded data were derived.
 JH0727
 JH0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3267128692(NAD 83)
 JH0727_MARKER: 65 = GRAIN ELEVATOR
 JH0727
 JH0727  HISTORY     - Date     Condition        Report By
 JH0727  HISTORY     - 1963     FIRST OBSERVED   CGS
 JH0727
 JH0727                          STATION DESCRIPTION
 JH0727
 JH0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0727'THE STATION IS THE RED LIGHT ATOP THE HEADHOUSE OF THE ELEVATOR,
 JH0727'LOCATED 15 MILES NORTH OF GARDEN CITY, 1-1/2 MILES WEST OF U.S.
 JH0727'HIGHWAY 83, IN THE VILLAGE OF GANO.  IT IS A LARGE CONCRETE
 JH0727'STRUCTURE, PAINTED WHITE, AND HAS AN OVERALL HEIGHT OF 167 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0995 ***********************************************************************
 HH0995  DESIGNATION -  GARDEN CITY AIRPORT WATER TANK
 HH0995  PID         -  HH0995
 HH0995  STATE/COUNTY-  KS/FINNEY
 HH0995  USGS QUAD   -  PIERCEVILLE (1967)
 HH0995
 HH0995                         *CURRENT SURVEY CONTROL
 HH0995  ___________________________________________________________________
 HH0995* NAD 83(1997)-  37 55 48.55415(N)    100 43 04.04442(W)     ADJUSTED  
 HH0995* NAVD 88     -                                                        
 HH0995  ___________________________________________________________________
 HH0995  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 HH0995  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 HH0995
 HH0995  HORZ ORDER  -  THIRD
 HH0995
 HH0995.This mark is at Garden City Municipal Airport (GCK)
 HH0995
 HH0995.The horizontal coordinates were established by classical geodetic methods
 HH0995.and adjusted by the National Geodetic Survey in October 1998..
 HH0995
 HH0995
 HH0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0995
 HH0995.The geoid height was determined by GEOID03.
 HH0995
 HH0995;                    North         East     Units Scale Factor Converg.
 HH0995;SPC KS S     -   542,546.601   205,052.304   MT  0.99993594   -1 21 46.4
 HH0995;UTM  14      - 4,199,456.840   349,034.106   MT  0.99988071   -1 03 22.1
 HH0995
 HH0995                          SUPERSEDED SURVEY CONTROL
 HH0995
 HH0995  NAD 83(1997)-  37 55 48.55950(N)    100 43 04.04243(W) AD(       ) 4
 HH0995  NAD 83(1986)-  37 55 48.55785(N)    100 43 04.04304(W) AD(       ) 4
 HH0995  NAD 27      -  37 55 48.47829(N)    100 43 02.47824(W) AD(       ) 3
 HH0995
 HH0995.Superseded values are not recommended for survey control.
 HH0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0995.See file dsdata.txt to determine how the superseded data were derived.
 HH0995
 HH0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG4903499457(NAD 83)
 HH0995_MARKER: 53 = ELEVATED TANK
 HH0995
 HH0995  HISTORY     - Date     Condition        Report By
 HH0995  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0995  HISTORY     - 1965     GOOD             CGS
 HH0995
 HH0995                          STATION DESCRIPTION
 HH0995
 HH0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0995'THE STATION IS THE FINIAL ATOP THE WATER TANK.  THE TANK IS PAINTED
 HH0995'RED AND WHITE AND SITS ON A PLATFORM ON A FOUR-LEGGED STEEL
 HH0995'STRUCTURE.  THE TOTAL HEIGHTS IS 105 FEET.  IT IS LOCATED 8 MILES
 HH0995'EAST AND 3 MILES SOUTH OF GARDEN CITY AND AT THE NORTH EDGE OF THE
 HH0995'AIRPORT.
 HH0995
 HH0995                          STATION RECOVERY (1965)
 HH0995
 HH0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 HH0995'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1961
 HH0995'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1015 ***********************************************************************
 HH1015  DESIGNATION -  GARDEN CITY EXPTL STA TANK
 HH1015  PID         -  HH1015
 HH1015  STATE/COUNTY-  KS/FINNEY
 HH1015  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH1015
 HH1015                         *CURRENT SURVEY CONTROL
 HH1015  ___________________________________________________________________
 HH1015* NAD 83(1997)-  37 59 36.60461(N)    100 48 52.58538(W)     ADJUSTED  
 HH1015* NAVD 88     -                                                        
 HH1015  ___________________________________________________________________
 HH1015  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 HH1015  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 HH1015
 HH1015  HORZ ORDER  -  THIRD
 HH1015
 HH1015.The horizontal coordinates were established by classical geodetic methods
 HH1015.and adjusted by the National Geodetic Survey in October 1998..
 HH1015
 HH1015
 HH1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1015
 HH1015.The geoid height was determined by GEOID03.
 HH1015
 HH1015;                    North         East     Units Scale Factor Converg.
 HH1015;SPC KS S     -   549,782.128   196,718.161   MT  0.99993679   -1 25 20.6
 HH1015;UTM  14      - 4,206,647.473   340,661.775   MT  0.99991270   -1 07 02.1
 HH1015
 HH1015                          SUPERSEDED SURVEY CONTROL
 HH1015
 HH1015  NAD 83(1997)-  37 59 36.60943(N)    100 48 52.58323(W) AD(       ) 4
 HH1015  NAD 83(1986)-  37 59 36.60811(N)    100 48 52.58330(W) AD(       ) 4
 HH1015  NAD 27      -  37 59 36.52682(N)    100 48 51.00725(W) AD(       ) 3
 HH1015
 HH1015.Superseded values are not recommended for survey control.
 HH1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1015.See file dsdata.txt to determine how the superseded data were derived.
 HH1015
 HH1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH4066206647(NAD 83)
 HH1015_MARKER: 53 = ELEVATED TANK
 HH1015
 HH1015  HISTORY     - Date     Condition        Report By
 HH1015  HISTORY     - 1963     FIRST OBSERVED   CGS
 HH1015  HISTORY     - 1965     GOOD             CGS
 HH1015
 HH1015                          STATION DESCRIPTION
 HH1015
 HH1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 HH1015'THE STATION IS THE BALL ATOP THE WATER TANK, LOCATED AT THE KANSAS
 HH1015'STATE UNIVERSITY EXPERIMENTAL STATION, 3 MILES EAST AND 2 MILES
 HH1015'NORTH OF GARDEN CITY AND 2-1/2 MILES NORTH OF U. S. HIGHWAY 50.  IT
 HH1015'IS A FOUR LEGGED STEEL STRUCTURE WHICH SUPPORTS THE TANK, PAINTED
 HH1015'SILVER, AND HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.
 HH1015
 HH1015                          STATION RECOVERY (1965)
 HH1015
 HH1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 HH1015'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1963 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1013 ***********************************************************************
 HH1013  DESIGNATION -  GARDEN CITY GARFIELD SCH BELFR
 HH1013  PID         -  HH1013
 HH1013  STATE/COUNTY-  KS/FINNEY
 HH1013  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH1013
 HH1013                         *CURRENT SURVEY CONTROL
 HH1013  ___________________________________________________________________
 HH1013* NAD 83(1997)-  37 58 22.28237(N)    100 52 28.36091(W)     ADJUSTED  
 HH1013* NAVD 88     -                                                        
 HH1013  ___________________________________________________________________
 HH1013  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 HH1013  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 HH1013
 HH1013  HORZ ORDER  -  THIRD
 HH1013
 HH1013.The horizontal coordinates were established by classical geodetic methods
 HH1013.and adjusted by the National Geodetic Survey in October 1998..
 HH1013
 HH1013
 HH1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1013
 HH1013.The geoid height was determined by GEOID03.
 HH1013
 HH1013;                    North         East     Units Scale Factor Converg.
 HH1013;SPC KS S     -   547,623.867   191,396.871   MT  0.99993638   -1 27 33.2
 HH1013;UTM  14      - 4,204,460.913   335,352.135   MT  0.99993389   -1 09 13.1
 HH1013
 HH1013                          SUPERSEDED SURVEY CONTROL
 HH1013
 HH1013  NAD 83(1997)-  37 58 22.28718(N)    100 52 28.35810(W) AD(       ) 4
 HH1013  NAD 83(1986)-  37 58 22.28621(N)    100 52 28.35854(W) AD(       ) 4
 HH1013  NAD 27      -  37 58 22.20211(N)    100 52 26.77345(W) AD(       ) 3
 HH1013
 HH1013.Superseded values are not recommended for survey control.
 HH1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1013.See file dsdata.txt to determine how the superseded data were derived.
 HH1013
 HH1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3535204461(NAD 83)
 HH1013_MARKER: 75 = BELFRY
 HH1013
 HH1013  HISTORY     - Date     Condition        Report By
 HH1013  HISTORY     - 1933     FIRST OBSERVED   CGS
 HH1013  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HH1013
 HH1013                          STATION DESCRIPTION
 HH1013
 HH1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1013'THE GARFIELD SCHOOL BUILDING WITH THE BELFRY WHICH WAS STANDING
 HH1013'IN 1933, HAS BEEN TORN DOWN AND REPLACED WITH A NEW BUILDING
 HH1013'WHICH IS STILL KNOWN AS GARFIELD SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1016 ***********************************************************************
 HH1016  DESIGNATION -  GARDEN CITY MUN WATER TANK
 HH1016  PID         -  HH1016
 HH1016  STATE/COUNTY-  KS/FINNEY
 HH1016  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH1016
 HH1016                         *CURRENT SURVEY CONTROL
 HH1016  ___________________________________________________________________
 HH1016* NAD 83(1997)-  37 58 31.49388(N)    100 52 20.25971(W)     ADJUSTED  
 HH1016* NAVD 88     -                                                        
 HH1016  ___________________________________________________________________
 HH1016  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 HH1016  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 HH1016
 HH1016  HORZ ORDER  -  THIRD
 HH1016
 HH1016.The horizontal coordinates were established by classical geodetic methods
 HH1016.and adjusted by the National Geodetic Survey in October 1998..
 HH1016
 HH1016
 HH1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1016
 HH1016.The geoid height was determined by GEOID03.
 HH1016
 HH1016;                    North         East     Units Scale Factor Converg.
 HH1016;SPC KS S     -   547,902.736   191,601.745   MT  0.99993642   -1 27 28.2
 HH1016;UTM  14      - 4,204,740.869   335,555.518   MT  0.99993307   -1 09 08.4
 HH1016
 HH1016                          SUPERSEDED SURVEY CONTROL
 HH1016
 HH1016  NAD 83(1997)-  37 58 31.49870(N)    100 52 20.25763(W) AD(       ) 4
 HH1016  NAD 83(1986)-  37 58 31.49764(N)    100 52 20.25790(W) AD(       ) 4
 HH1016  NAD 27      -  37 58 31.41616(N)    100 52 18.67863(W) AD(       ) 3
 HH1016
 HH1016.Superseded values are not recommended for survey control.
 HH1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1016.See file dsdata.txt to determine how the superseded data were derived.
 HH1016
 HH1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3555604741(NAD 83)
 HH1016_MARKER: 53 = ELEVATED TANK
 HH1016
 HH1016  HISTORY     - Date     Condition        Report By
 HH1016  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH1016  HISTORY     - 1965     GOOD             CGS
 HH1016
 HH1016                          STATION DESCRIPTION
 HH1016
 HH1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1016'THE STATION IS THE FINIAL ATOP THE SILVER-COLORED, TEN-LEGGED,
 HH1016'148-FOOT HIGH MUNICIPAL WATER TANK IN THE NORTHWEST ANGLE OF THE
 HH1016'INTERSECTION OF MAIN ST. AND KANSAS AVE. IN THE NORTHERN PART OF
 HH1016'THE TOWN OF GARDEN CITY.
 HH1016
 HH1016                          STATION RECOVERY (1965)
 HH1016
 HH1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 HH1016'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1961
 HH1016'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1032 ***********************************************************************
 HH1032  DESIGNATION -  GARDEN CITY NORTHERN GAS MAST
 HH1032  PID         -  HH1032
 HH1032  STATE/COUNTY-  KS/FINNEY
 HH1032  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH1032
 HH1032                         *CURRENT SURVEY CONTROL
 HH1032  ___________________________________________________________________
 HH1032* NAD 83(1997)-  37 59 15.80168(N)    100 55 49.69897(W)     ADJUSTED  
 HH1032* NAVD 88     -                                                        
 HH1032  ___________________________________________________________________
 HH1032  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HH1032  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 HH1032
 HH1032  HORZ ORDER  -  THIRD
 HH1032
 HH1032.The horizontal coordinates were established by classical geodetic methods
 HH1032.and adjusted by the National Geodetic Survey in October 1998..
 HH1032
 HH1032
 HH1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1032
 HH1032.The geoid height was determined by GEOID03.
 HH1032
 HH1032;                    North         East     Units Scale Factor Converg.
 HH1032;SPC KS S     -   549,399.926   186,527.786   MT  0.99993666   -1 29 36.9
 HH1032;UTM  14      - 4,206,211.010   330,473.617   MT  0.99995397   -1 11 18.5
 HH1032
 HH1032                          SUPERSEDED SURVEY CONTROL
 HH1032
 HH1032  NAD 83(1997)-  37 59 15.80627(N)    100 55 49.69576(W) AD(       ) 4
 HH1032  NAD 83(1986)-  37 59 15.80539(N)    100 55 49.69593(W) AD(       ) 4
 HH1032  NAD 27      -  37 59 15.72219(N)    100 55 48.09743(W) AD(       ) 3
 HH1032
 HH1032.Superseded values are not recommended for survey control.
 HH1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1032.See file dsdata.txt to determine how the superseded data were derived.
 HH1032
 HH1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3047406211(NAD 83)
 HH1032
 HH1032  HISTORY     - Date     Condition        Report By
 HH1032  HISTORY     - 1963     FIRST OBSERVED   CGS
 HH1032
 HH1032                          STATION DESCRIPTION
 HH1032
 HH1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 HH1032'THE STATION IS THE RED LIGHT ATOP THE MAST OWNED BY THE NORTHERN GAS
 HH1032'COMPANY, LOCATED 3 MILES WEST AND 1 MILE NORTH OF GARDEN CITY, 1/2
 HH1032'MILE SOUTH OF THE VILLAGE OF QUINBY AND 1/2 MILE SOUTH OF U. S.
 HH1032'HIGHWAY 50.  IT IS A SLENDER STEEL STRUCTURE, GUYED, PAINTED RED
 HH1032'AND WHITE, AND HAS AN OVERALL HEIGHT OF ABOUT 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0725 ***********************************************************************
 JH0725  DESIGNATION -  GARDEN CITY RAD STA KNCO MAST
 JH0725  PID         -  JH0725
 JH0725  STATE/COUNTY-  KS/FINNEY
 JH0725  USGS QUAD   -  LOWE (1976)
 JH0725
 JH0725                         *CURRENT SURVEY CONTROL
 JH0725  ___________________________________________________________________
 JH0725* NAD 83(1997)-  38 00 03.13643(N)    100 53 57.42480(W)     ADJUSTED  
 JH0725* NAVD 88     -                                                        
 JH0725  ___________________________________________________________________
 JH0725  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JH0725  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 JH0725
 JH0725  HORZ ORDER  -  THIRD
 JH0725
 JH0725.The horizontal coordinates were established by classical geodetic methods
 JH0725.and adjusted by the National Geodetic Survey in October 1998..
 JH0725
 JH0725
 JH0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0725
 JH0725.The geoid height was determined by GEOID03.
 JH0725
 JH0725;                    North         East     Units Scale Factor Converg.
 JH0725;SPC KS S     -   550,787.843   189,303.955   MT  0.99993697   -1 28 27.9
 JH0725;UTM  14      - 4,207,613.700   333,242.391   MT  0.99994250   -1 10 10.6
 JH0725
 JH0725                          SUPERSEDED SURVEY CONTROL
 JH0725
 JH0725  NAD 83(1997)-  38 00 03.14091(N)    100 53 57.42209(W) AD(       ) 4
 JH0725  NAD 83(1986)-  38 00 03.13997(N)    100 53 57.42231(W) AD(       ) 4
 JH0725  NAD 27      -  38 00 03.05675(N)    100 53 55.82946(W) AD(       ) 3
 JH0725
 JH0725.Superseded values are not recommended for survey control.
 JH0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0725.See file dsdata.txt to determine how the superseded data were derived.
 JH0725
 JH0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3324207614(NAD 83)
 JH0725_MARKER: 42 = RADIO/TV MAST
 JH0725
 JH0725  HISTORY     - Date     Condition        Report By
 JH0725  HISTORY     - 1963     FIRST OBSERVED   CGS
 JH0725
 JH0725                          STATION DESCRIPTION
 JH0725
 JH0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0725'THE STATION IS THE RED LIGHT ATOP THE MAST, LOCATED 4 MILES WEST AND
 JH0725'3 MILES NORTH OF GARDEN CITY.  IT IS A SLENDER STEEL STRUCTURE,
 JH0725'GUYED, PAINTED RED AND WHITE, RED LIGHT AT THE TOP OF THE MAST AND
 JH0725'HAS AN OVERALL HEIGHT OF 273 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1027 ***********************************************************************
 HH1027  DESIGNATION -  GARDEN CITY ST MARYS CH SPIRE
 HH1027  PID         -  HH1027
 HH1027  STATE/COUNTY-  KS/FINNEY
 HH1027  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH1027
 HH1027                         *CURRENT SURVEY CONTROL
 HH1027  ___________________________________________________________________
 HH1027* NAD 83(1997)-  37 58 10.17972(N)    100 52 48.50910(W)     ADJUSTED  
 HH1027* NAVD 88     -                                                        
 HH1027  ___________________________________________________________________
 HH1027  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 HH1027  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 HH1027
 HH1027  HORZ ORDER  -  THIRD
 HH1027
 HH1027.The horizontal coordinates were established by classical geodetic methods
 HH1027.and adjusted by the National Geodetic Survey in October 1998..
 HH1027
 HH1027
 HH1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1027
 HH1027.The geoid height was determined by GEOID03.
 HH1027
 HH1027;                    North         East     Units Scale Factor Converg.
 HH1027;SPC KS S     -   547,263.398   190,895.783   MT  0.99993633   -1 27 45.6
 HH1027;UTM  14      - 4,204,097.776   334,852.977   MT  0.99993592   -1 09 25.2
 HH1027
 HH1027                          SUPERSEDED SURVEY CONTROL
 HH1027
 HH1027  NAD 83(1997)-  37 58 10.18449(N)    100 52 48.50634(W) AD(       ) 4
 HH1027  NAD 83(1986)-  37 58 10.18354(N)    100 52 48.50667(W) AD(       ) 4
 HH1027  NAD 27      -  37 58 10.09898(N)    100 52 46.92556(W) AD(       ) 3
 HH1027
 HH1027.Superseded values are not recommended for survey control.
 HH1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1027.See file dsdata.txt to determine how the superseded data were derived.
 HH1027
 HH1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3485304098(NAD 83)
 HH1027_MARKER: 90 = CHURCH SPIRE
 HH1027
 HH1027  HISTORY     - Date     Condition        Report By
 HH1027  HISTORY     - 1933     FIRST OBSERVED   CGS
 HH1027  HISTORY     - 1958     GOOD             CGS
 HH1027  HISTORY     - 1961     GOOD             CGS
 HH1027
 HH1027                          STATION DESCRIPTION
 HH1027
 HH1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 HH1027'THE STATION IS THE SPIRE ATOP ST MARYS CATHOLIC CHURCH, WHICH
 HH1027'IS AT THE CORNER OF 12TH AND ST. JOHNS STS. IN THE WEST PORTION
 HH1027'OF GARDEN CITY.
 HH1027
 HH1027                          STATION RECOVERY (1961)
 HH1027
 HH1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1027'FROM WHAT COULD BE LEARNED, THE CHURCH SPIRE IS THE SAME
 HH1027'AS IT WAS IN 1933.
 HH1027'
 HH1027'THE STATION IS THE CROSS ATOP THE SPIRE ON THE RED BRICK
 HH1027'CHURCH IN THE NORTHEAST ANGLE OF TWELFTH ST AND ST. JOHN ST
 HH1027'IN THE WESTERN PART OF THE TOWN OF GARDEN CITY.  THE SPIRE
 HH1027'IS APPROXIMATELY 90 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1028 ***********************************************************************
 HH1028  DESIGNATION -  GARDEN CITY SUGAR FACTORY STK
 HH1028  PID         -  HH1028
 HH1028  STATE/COUNTY-  KS/FINNEY
 HH1028  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH1028
 HH1028                         *CURRENT SURVEY CONTROL
 HH1028  ___________________________________________________________________
 HH1028* NAD 83(1997)-  37 58 09.41777(N)    100 53 48.26781(W)     ADJUSTED  
 HH1028* NAVD 88     -                                                        
 HH1028  ___________________________________________________________________
 HH1028  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 HH1028  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 HH1028
 HH1028  HORZ ORDER  -  THIRD
 HH1028
 HH1028.The horizontal coordinates were established by classical geodetic methods
 HH1028.and adjusted by the National Geodetic Survey in October 1998..
 HH1028
 HH1028
 HH1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1028
 HH1028.The geoid height was determined by GEOID03.
 HH1028
 HH1028;                    North         East     Units Scale Factor Converg.
 HH1028;SPC KS S     -   547,277.273   189,437.160   MT  0.99993632   -1 28 22.3
 HH1028;UTM  14      - 4,204,103.870   333,394.297   MT  0.99994188   -1 10 02.0
 HH1028
 HH1028                          SUPERSEDED SURVEY CONTROL
 HH1028
 HH1028  NAD 83(1997)-  37 58 09.42247(N)    100 53 48.26493(W) AD(       ) 4
 HH1028  NAD 83(1986)-  37 58 09.42152(N)    100 53 48.26530(W) AD(       ) 4
 HH1028  NAD 27      -  37 58 09.33583(N)    100 53 46.67616(W) AD(       ) 3
 HH1028
 HH1028.Superseded values are not recommended for survey control.
 HH1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1028.See file dsdata.txt to determine how the superseded data were derived.
 HH1028
 HH1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3339404104(NAD 83)
 HH1028_MARKER: 63 = STACK
 HH1028
 HH1028  HISTORY     - Date     Condition        Report By
 HH1028  HISTORY     - 1933     FIRST OBSERVED   CGS
 HH1028  HISTORY     - 1945     GOOD             CGS
 HH1028  HISTORY     - 1958     GOOD             CGS
 HH1028  HISTORY     - 1961     GOOD             CGS
 HH1028
 HH1028                          STATION DESCRIPTION
 HH1028
 HH1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (WB)
 HH1028'AN INTERSECTION STATION LOCATED IN THE W EDGE OF GARDEN
 HH1028'CITY.  A BLACK STACK NEAR CENTER OF PLANT AND 200 YARDS FROM
 HH1028'(N OF) THE RAILROAD.  IT IS THE ONLY STACK IN THE VICINITY
 HH1028'AND IS APPROXIMATELY 65 FEET HIGH.
 HH1028
 HH1028                          STATION RECOVERY (1958)
 HH1028
 HH1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 HH1028'THE STACK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 HH1028'W.B. IN 1935.  IT IS LOCATED AT THE HOLLY SUGAR PLANT.
 HH1028
 HH1028                          STATION RECOVERY (1961)
 HH1028
 HH1028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1028'THE STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT THE BUILDING
 HH1028'IS NO LONGER A SUGAR FACTORY, BUT IS USED FOR A WAREHOUSE.
 HH1028'IT IS NOW OWNED BY THE ROMER WAREHOUSE COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1022 ***********************************************************************
 HH1022  DESIGNATION -  GARDEN CITY TV STA KGLD MAST
 HH1022  PID         -  HH1022
 HH1022  STATE/COUNTY-  KS/FINNEY
 HH1022  USGS QUAD   -  PLYMELL (1974)
 HH1022
 HH1022                         *CURRENT SURVEY CONTROL
 HH1022  ___________________________________________________________________
 HH1022* NAD 83(1997)-  37 46 42.98210(N)    100 52 09.74268(W)     ADJUSTED  
 HH1022* NAVD 88     -                                                        
 HH1022  ___________________________________________________________________
 HH1022  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HH1022  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 HH1022
 HH1022  HORZ ORDER  -  THIRD
 HH1022
 HH1022.The horizontal coordinates were established by classical geodetic methods
 HH1022.and adjusted by the National Geodetic Survey in October 1998..
 HH1022
 HH1022
 HH1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1022
 HH1022.The geoid height was determined by GEOID03.
 HH1022
 HH1022;                    North         East     Units Scale Factor Converg.
 HH1022;SPC KS S     -   526,060.018   191,303.286   MT  0.99993885   -1 27 21.8
 HH1022;UTM  14      - 4,182,896.933   335,374.502   MT  0.99993381   -1 08 43.6
 HH1022
 HH1022                          SUPERSEDED SURVEY CONTROL
 HH1022
 HH1022  NAD 83(1997)-  37 46 42.98758(N)    100 52 09.73904(W) AD(       ) 4
 HH1022  NAD 83(1986)-  37 46 42.98643(N)    100 52 09.74091(W) AD(       ) 4
 HH1022  NAD 27      -  37 46 42.90137(N)    100 52 08.14546(W) AD(       ) 3
 HH1022
 HH1022.Superseded values are not recommended for survey control.
 HH1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1022.See file dsdata.txt to determine how the superseded data were derived.
 HH1022
 HH1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG3537582897(NAD 83)
 HH1022_MARKER: 42 = RADIO/TV MAST
 HH1022
 HH1022  HISTORY     - Date     Condition        Report By
 HH1022  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH1022
 HH1022                          STATION DESCRIPTION
 HH1022
 HH1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1022'THE STATION IS THE TOP-CENTER OF THE 839-FOOT HIGH, RED AND WHITE
 HH1022'MAST WHICH IS APPROXIMATELY 12 MILES SOUTH OF GARDEN CITY AND 150
 HH1022'YARDS EAST OF U. S. HIGHWAY 83.  THERE IS A SMALL TELEVISION STUDIO
 HH1022'AND OFFICE AT THE BASE OF THE MAST.  THE MAST IS OWNED BY THE
 HH1022'TRI-CIRCLE TV NETWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1017 ***********************************************************************
 HH1017  DESIGNATION -  GARDEN CITY WINDSOR HOTEL CUP
 HH1017  PID         -  HH1017
 HH1017  STATE/COUNTY-  KS/FINNEY
 HH1017  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH1017
 HH1017                         *CURRENT SURVEY CONTROL
 HH1017  ___________________________________________________________________
 HH1017* NAD 83(1997)-  37 58 06.62912(N)    100 52 24.95081(W)     ADJUSTED  
 HH1017* NAVD 88     -                                                        
 HH1017  ___________________________________________________________________
 HH1017  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 HH1017  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 HH1017
 HH1017  HORZ ORDER  -  THIRD
 HH1017
 HH1017.The horizontal coordinates were established by classical geodetic methods
 HH1017.and adjusted by the National Geodetic Survey in October 1998..
 HH1017
 HH1017
 HH1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1017
 HH1017.The geoid height was determined by GEOID03.
 HH1017
 HH1017;                    North         East     Units Scale Factor Converg.
 HH1017;SPC KS S     -   547,139.311   191,467.784   MT  0.99993631   -1 27 31.1
 HH1017;UTM  14      - 4,203,976.743   335,425.631   MT  0.99993359   -1 09 10.6
 HH1017
 HH1017                          SUPERSEDED SURVEY CONTROL
 HH1017
 HH1017  NAD 83(1997)-  37 58 06.63392(N)    100 52 24.94798(W) AD(       ) 4
 HH1017  NAD 83(1986)-  37 58 06.63294(N)    100 52 24.94839(W) AD(       ) 4
 HH1017  NAD 27      -  37 58 06.54702(N)    100 52 23.36505(W) AD(       ) 3
 HH1017
 HH1017.Superseded values are not recommended for survey control.
 HH1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1017.See file dsdata.txt to determine how the superseded data were derived.
 HH1017
 HH1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3542603977(NAD 83)
 HH1017_MARKER: 86 = CUPOLA
 HH1017
 HH1017  HISTORY     - Date     Condition        Report By
 HH1017  HISTORY     - 1933     FIRST OBSERVED   CGS
 HH1017  HISTORY     - 1958     GOOD             CGS
 HH1017  HISTORY     - 1961     POOR             CGS
 HH1017
 HH1017                          STATION DESCRIPTION
 HH1017
 HH1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 HH1017'THE STATION IS THE CUPOLA ON THE NORTHEAST CORNER OF THE
 HH1017'YELLOW PAINTED FRAME WINDSOR HOTEL ON MAIN ST.  THE CUPOLA
 HH1017'AND THE TOP STORY OF THE BUILDING CLEAR THE TREES FROM THE
 HH1017'NORTH AND EAST.
 HH1017
 HH1017                          STATION RECOVERY (1961)
 HH1017
 HH1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1017'THE STATION WAS RECOVERED, AND FROM WHAT COULD BE LEARNED,
 HH1017'THE CUPOLA HAS NOT BEEN REMODELED OR CHANGED TO ANY EXTENT
 HH1017'SINCE 1933.
 HH1017'
 HH1017'THE STATION IS THE CENTER OF THE CUPOLA ON THE NORTHEAST
 HH1017'CORNER OF THE REDBRICK HOTEL BUILDING ON THE SOUTHWEST CORNER
 HH1017'OF THE INTERSECTION OF MAIN AND PINE STREETS IN GARDEN CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1438 ***********************************************************************
 HF1438  DESIGNATION -  GARDEN PLAIN LUTHERAN CH SPIRE
 HF1438  PID         -  HF1438
 HF1438  STATE/COUNTY-  KS/SEDGWICK
 HF1438  USGS QUAD   -  GARDEN PLAIN (1982)
 HF1438
 HF1438                         *CURRENT SURVEY CONTROL
 HF1438  ___________________________________________________________________
 HF1438* NAD 83(1997)-  37 39 45.33527(N)    097 44 29.21661(W)     ADJUSTED  
 HF1438* NAVD 88     -                                                        
 HF1438  ___________________________________________________________________
 HF1438  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HF1438  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HF1438
 HF1438  HORZ ORDER  -  THIRD
 HF1438
 HF1438.The horizontal coordinates were established by classical geodetic methods
 HF1438.and adjusted by the National Geodetic Survey in October 1998..
 HF1438
 HF1438
 HF1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1438
 HF1438.The geoid height was determined by GEOID03.
 HF1438
 HF1438;                    North         East     Units Scale Factor Converg.
 HF1438;SPC KS S     -   510,804.664   466,925.125   MT  0.99994577   +0 27 58.1
 HF1438;UTM  14      - 4,169,125.083   611,004.036   MT  0.99975177   +0 46 08.6
 HF1438
 HF1438                          SUPERSEDED SURVEY CONTROL
 HF1438
 HF1438  NAD 83(1997)-  37 39 45.34235(N)    097 44 29.21649(W) AD(       ) 4
 HF1438  NAD 83(1986)-  37 39 45.34484(N)    097 44 29.21420(W) AD(       ) 4
 HF1438  NAD 27      -  37 39 45.29496(N)    097 44 28.03381(W) AD(       ) 3
 HF1438
 HF1438.Superseded values are not recommended for survey control.
 HF1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1438.See file dsdata.txt to determine how the superseded data were derived.
 HF1438
 HF1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1100469125(NAD 83)
 HF1438_MARKER: 90 = CHURCH SPIRE
 HF1438
 HF1438  HISTORY     - Date     Condition        Report By
 HF1438  HISTORY     - 1940     FIRST OBSERVED   CGS
 HF1438  HISTORY     - 1963     MARK NOT FOUND   USGS
 HF1438
 HF1438                          STATION DESCRIPTION
 HF1438
 HF1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1438'STATION IS THE CROSS AT THE APEX OF A SPIRE ON A RURAL
 HF1438'LUTHERAN CHURCH WHICH IS LOCATED A HALF MILE N AND 3 MILES
 HF1438'W OF GARDEN PLAIN ON U.S. HIGHWAY 54.  THE CHURCH IS A
 HF1438'WHITE FRAME BUILDING AND IS APPROXIMATELY 60 FEET HIGH.
 HF1438
 HF1438                          STATION RECOVERY (1963)
 HF1438
 HF1438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HF1438'THE SPIRE WHICH HAS BEEN DESTROYED BY WIND WAS NOTED.  THE
 HF1438'SPIRE WAS CENTERED ON THE BELL HOUSE.  THE BELL HOUSE IS
 HF1438'INTACT, THE CENTER OF WHICH WAS THE CENTER OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1440 ***********************************************************************
 HF1440  DESIGNATION -  GARDEN PLAIN ST ANTHONY CH
 HF1440  PID         -  HF1440
 HF1440  STATE/COUNTY-  KS/SEDGWICK
 HF1440  USGS QUAD   -  GARDEN PLAIN (1982)
 HF1440
 HF1440                         *CURRENT SURVEY CONTROL
 HF1440  ___________________________________________________________________
 HF1440* NAD 83(1997)-  37 39 31.70844(N)    097 41 03.11805(W)     ADJUSTED  
 HF1440* NAVD 88     -                                                        
 HF1440  ___________________________________________________________________
 HF1440  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 HF1440  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HF1440
 HF1440  HORZ ORDER  -  THIRD
 HF1440
 HF1440.The horizontal coordinates were established by classical geodetic methods
 HF1440.and adjusted by the National Geodetic Survey in October 1998..
 HF1440
 HF1440
 HF1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1440
 HF1440.The geoid height was determined by GEOID03.
 HF1440
 HF1440;                    North         East     Units Scale Factor Converg.
 HF1440;SPC KS S     -   510,427.225   471,979.671   MT  0.99994607   +0 30 04.8
 HF1440;UTM  14      - 4,168,774.426   616,059.560   MT  0.99976591   +0 48 14.4
 HF1440
 HF1440                          SUPERSEDED SURVEY CONTROL
 HF1440
 HF1440  NAD 83(1997)-  37 39 31.71577(N)    097 41 03.11739(W) AD(       ) 4
 HF1440  NAD 83(1986)-  37 39 31.71843(N)    097 41 03.11526(W) AD(       ) 4
 HF1440  NAD 27      -  37 39 31.67297(N)    097 41 01.93872(W) AD(       ) 3
 HF1440
 HF1440.Superseded values are not recommended for survey control.
 HF1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1440.See file dsdata.txt to determine how the superseded data were derived.
 HF1440
 HF1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1606068774(NAD 83)
 HF1440_MARKER: 90 = CHURCH SPIRE
 HF1440
 HF1440  HISTORY     - Date     Condition        Report By
 HF1440  HISTORY     - 1940     FIRST OBSERVED   CGS
 HF1440
 HF1440                          STATION DESCRIPTION
 HF1440
 HF1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1440'STATION IS 22 PACES W OF N MAIN STREET AND 16 PACES N OF
 HF1440'AVENUE B IN GARDEN PLAIN.  THE CHURCH IS A YELLOW BRICK STRUCTURE
 HF1440'WITH A BLACK SPIRE, WHICH IS APPROXIMATELY 70 FEET HIGH.
 HF1440'A CROSS ON THE TOP OF THE SPIRE IS THE POINT SIGHTED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1014 ***********************************************************************
 HH1014  DESIGNATION -  GARDEN RESET
 HH1014  PID         -  HH1014
 HH1014  STATE/COUNTY-  KS/FINNEY
 HH1014  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH1014
 HH1014                         *CURRENT SURVEY CONTROL
 HH1014  ___________________________________________________________________
 HH1014* NAD 83(1997)-  37 58 27.88701(N)    100 45 33.35043(W)     ADJUSTED  
 HH1014* NAVD 88     -       899.     (meters)    2949.     (feet)  VERTCON   
 HH1014  ___________________________________________________________________
 HH1014  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 HH1014  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HH1014
 HH1014  HORZ ORDER  -  FIRST
 HH1014
 HH1014.The horizontal coordinates were established by classical geodetic methods
 HH1014.and adjusted by the National Geodetic Survey in October 1998..
 HH1014
 HH1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH1014
 HH1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1014
 HH1014.The geoid height was determined by GEOID03.
 HH1014
 HH1014;                    North         East     Units Scale Factor Converg.
 HH1014;SPC KS S     -   547,544.942   201,526.403   MT  0.99993641   -1 23 18.2
 HH1014;UTM  14      - 4,204,436.022   345,481.714   MT  0.99989407   -1 04 57.7
 HH1014
 HH1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1014!SPC KS S     -   0.99986290  x   0.99993641  =   0.99979932
 HH1014!UTM  14      -   0.99986290  x   0.99989407  =   0.99975698
 HH1014
 HH1014:                Primary Azimuth Mark                     Grid Az
 HH1014:SPC KS S     -  6 ES RESET                               012 35 37.1
 HH1014:UTM  14      -  6 ES RESET                               012 17 16.6
 HH1014
 HH1014|---------------------------------------------------------------------|
 HH1014| PID    Reference Object                     Distance      Geod. Az  |
 HH1014|                                                           dddmmss.s |
 HH1014| HH1018 6 ES RESET                          APPROX. 1.6 KM 0111218.9 |
 HH1014| HH1019 GARDEN AZ MK RESET                  APPROX. 1.5 KM 0114730.0 |
 HH1014| CK9678 GARDEN RM 1                          24.350 METERS 05232     |
 HH1014| CK9680 GARDEN RM 3                          21.899 METERS 05240     |
 HH1014| HH0995 GARDEN CITY AIRPORT WATER TANK      APPROX. 6.1 KM 1432442.9 |
 HH1014| HH0994 PIERCEVILLE CO OP GRAIN ELEV        APPROX.12.4 KM 1445758.0 |
 HH1014| HH1022 GARDEN CITY TV STA KGLD MAST        APPROX.23.8 KM 2040328.8 |
 HH1014| HH1030 GARDEN CITY MUN STANDPIPE           APPROX.10.6 KM 2640944.2 |
 HH1014| HH1029 GARDEN CITY SWIFT CO CHIMNEY        APPROX.10.6 KM 2644521.5 |
 HH1014| HH1017 GARDEN CITY WINDSOR HOTEL CUP       APPROX.10.1 KM 2661808.5 |
 HH1014| HH1027 GARDEN CITY ST MARYS CH SPIRE       APPROX.10.6 KM 2670540.5 |
 HH1014| HH1028 GARDEN CITY SUGAR FACTORY STK       APPROX.12.1 KM 2672035.8 |
 HH1014| HH1013 GARDEN CITY GARFIELD SCH BELFR      APPROX.10.1 KM 2690329.1 |
 HH1014| HH1016 GARDEN CITY MUN WATER TANK          APPROX. 9.9 KM 2704034.8 |
 HH1014| CK9677 GARDEN AZ MK                                       2714407.1 |
 HH1014| JH0726 HOLCOMB ATT MICROWAVE KAR 44        APPROX.18.1 KM 2865643.7 |
 HH1014| HH1015 GARDEN CITY EXPTL STA TANK          APPROX. 5.3 KM 2933348.0 |
 HH1014| CK9682 GARDEN RM 5                          24.831 METERS 30150     |
 HH1014| CK9681 GARDEN RM 4                          24.728 METERS 30156     |
 HH1014| CK9679 GARDEN RM 2                          25.320 METERS 30811     |
 HH1014| JH0724 RNG GARDEN CITY RADIO GC            APPROX. 7.8 KM 3153128.0 |
 HH1014|---------------------------------------------------------------------|
 HH1014
 HH1014                          SUPERSEDED SURVEY CONTROL
 HH1014
 HH1014  NAD 83(1997)-  37 58 27.89215(N)    100 45 33.34853(W) AD(       ) 1
 HH1014  NAD 83(1986)-  37 58 27.89109(N)    100 45 33.34907(W) AD(       ) 1
 HH1014  NAD 27      -  37 58 27.81330(N)    100 45 31.78313(W) AD(       ) 1
 HH1014  NGVD 29 (07/19/86)  899.     (m)         2949.     (f) VERT ANG       
 HH1014
 HH1014.Superseded values are not recommended for survey control.
 HH1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1014.See file dsdata.txt to determine how the superseded data were derived.
 HH1014
 HH1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH4548204436(NAD 83)
 HH1014_MARKER: DS = TRIANGULATION STATION DISK
 HH1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH1014+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 HH1014
 HH1014  HISTORY     - Date     Condition        Report By
 HH1014  HISTORY     - 1933     MONUMENTED       CGS
 HH1014  HISTORY     - 1945     GOOD             CGS
 HH1014  HISTORY     - 1958     GOOD             CGS
 HH1014  HISTORY     - 1961     GOOD             CGS
 HH1014  HISTORY     - 1963     GOOD             CGS
 HH1014  HISTORY     - 1978     GOOD             NGS
 HH1014  HISTORY     - 20030221 GOOD             INDIV
 HH1014  HISTORY     - 20050425 GOOD             KSDT
 HH1014
 HH1014                          STATION DESCRIPTION
 HH1014
 HH1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 HH1014'ABOUT 6 MILES EAST OF GARDEN CITY, IN NORTHEAST QUARTER SEC.
 HH1014'18, T. 24 S., R. 31 W., IN SOUTH RIGHT-OF-WAY FENCE OF COUNTY
 HH1014'LINE ROAD.
 HH1014'
 HH1014'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF STATION AND 20 FEET
 HH1014'NORTH OF CENTERLINE OF ROAD.
 HH1014'
 HH1014'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION AND 22 FEET
 HH1014'NORTH OF CENTERLINE OF ROAD.
 HH1014'
 HH1014'AZIMUTH MARK IS WEST OF STATION AND 24 FEET NORTH OF CENTERLINE
 HH1014'OF ROAD.
 HH1014'
 HH1014'REACHED BY U.S. HIGHWAY 50 SOUTH, EAST FROM GARDEN CITY 4.7
 HH1014'MILES TO ROAD LEADING NORTH, THENCE NORTH 1.0 MILE, THENCE
 HH1014'EAST 1.8 MILES TO STATION.
 HH1014'
 HH1014'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 HH1014'AS DESCRIBED.
 HH1014'
 HH1014'HEIGHT OF LIGHT ABOVE STATION MARK - 18.00 METERS.
 HH1014
 HH1014                          STATION RECOVERY (1945)
 HH1014
 HH1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WB)
 HH1014'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.  DISTANCES TO
 HH1014'REFERENCE MARKS VERIFIED AS CORRECT.
 HH1014
 HH1014                          STATION RECOVERY (1958)
 HH1014
 HH1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 HH1014'THE STATION WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 HH1014'MARKS AND THE AZIMUTH MARK WERE FOUND TO HAVE BEEN DESTROYED.
 HH1014'NO NEW MARKS WERE SET.
 HH1014'
 HH1014'THE STATION IS ABOUT 6 MI. EAST OF GARDEN CITY, IN THE NORTHEAST
 HH1014'QUARTER OF SEC. 18 T24S, R31W, IN THE SOUTH RIGHT OF WAY
 HH1014'FENCE OF A FARM ROAD.
 HH1014'
 HH1014'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HH1014'83 AND U.S. HIGHWAY 50 IN THE SOUTH END OF GARDEN CITY, GO
 HH1014'EAST ON U.S. 50 FOR 6.1 MILES TO A GRAVEL ROAD LEFT (NORTH)
 HH1014'TURN LEFT AND GO 0.9 MILES TO A FARM ROAD LEFT (WEST).  GO
 HH1014'LEFT FOR 0.2 MILES TO THE STATION SITE.  THE MARK IS BURIED
 HH1014'ABOUT TWO FEET BY DRIFTING SAND AND A METAL FENCE POST WAS
 HH1014'SET AS A WITNESS POST ABOUT 1 FOOT EAST OF THE STATION.
 HH1014
 HH1014                          STATION RECOVERY (1961)
 HH1014
 HH1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1014'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 HH1014'REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND TO BE DESTROYED.
 HH1014'REFERENCE MARKS NO. 3 AND 4 AND AN AZIMUTH MARK WERE SET BY THIS
 HH1014'PARTY.
 HH1014'
 HH1014'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 HH1014'
 HH1014'THE STATION IS ABOUT 8 MILES NORTHWEST OF PIERCEVILLE, 6 MILES EAST
 HH1014'OF GARDEN CITY, IN THE NORTHEAST QUARTER OF SECTION 18, T 24 S, R 31
 HH1014'W, AND ON PROPERTY OWNED BY MR. FRANK EICHHORN.
 HH1014'
 HH1014'TO REACH THE STATON FROM THE JUNCTION OF A PAVED ROAD LEADING TO THE
 HH1014'VILLAGE OF PIERCEVILLE AND U. S. HIGHWAY 50, ABOUT 0.2 MILES NORTH
 HH1014'OF PIERCEVILLE, GO WEST ON HIGHWAY 50 FOR 7.1 MILES TO A SIDE ROAD
 HH1014'RIGHT.  TURN RIGHT, NORTH, ON A GRAVELED ROAD FOR 1.0 MILE TO A
 HH1014'TRACK ROAD ON THE LEFT.  TURN LEFT, WEST, ON THE TRACK ROAD FOR
 HH1014'0.2 MILE AND THE STATION ON THE LEFT.
 HH1014'
 HH1014'STATION MARK, A STANDARD DISK STAMPED GARDEN 1933, IS SET IN A SQUARE
 HH1014'CONCRETE POST 24 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 83
 HH1014'FEET SOUTHEAST OF A METAL WITNESS POST, 73 FEET SOUTHWEST OF A
 HH1014'METAL WITNESS POST AND 31 FEET SOUTH OF THE CENTER OF THE TRACK
 HH1014'ROAD.  THE UNDERGROUND MARK WAS NOT RECOVERED.
 HH1014'
 HH1014'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GARDEN NO 3 1933, IS
 HH1014'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 13
 HH1014'FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 1.8 FEET WEST OF THE
 HH1014'METAL WITNESS POST.
 HH1014'
 HH1014'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GARDEN NO 4 1933, IS
 HH1014'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 13
 HH1014'FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 1.9 FEET EAST OF THE
 HH1014'METAL WITNESS POST.
 HH1014'
 HH1014'AZIMUTH MARK, A STANDARD DISK STAMPED GARDEN 1933 RESET 1961, IS SET
 HH1014'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 137 FEET
 HH1014'WEST OF THE NORTHWEST CORNER OF A HOUSE, 37 FEET EAST OF THE CENTER
 HH1014'OF A DIRT ROAD, 2.5 FEET SOUTH OF A TELEPHONE POLE AND 1.5 FEET
 HH1014'SOUTH OF A METAL WITNESS POST.
 HH1014'
 HH1014'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE TRACK ROAD
 HH1014'FOR 0.2 MILE TO A T-INTERSECTION.  TURN LEFT, NORTH, ON A DIRT ROAD
 HH1014'FOR 0.95 MILE AND THE AZIMUTH MARK ON THE RIGHT.
 HH1014'
 HH1014'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KGS. TAPE TENSION.
 HH1014'
 HH1014'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH1014
 HH1014                          STATION RECOVERY (1963)
 HH1014
 HH1014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 HH1014'THE STATION MARK, REFERENCE MARKS NOS. 3 AND 4, AND THE AZIMUTH MARK
 HH1014'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HH1014'
 HH1014'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 AND REFERENCE MARK
 HH1014'NO. 2 WERE VERIFIED.
 HH1014'
 HH1014'THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 HH1014'
 HH1014'THE TO REACH IS ENTIRELY ADEQUATE.
 HH1014'
 HH1014'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH1014
 HH1014                          STATION RECOVERY (1978)
 HH1014
 HH1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HH1014'STATION SURFACE MARK WAS FOUND LYING ON TOP OF GROUND AT STATION
 HH1014'SITE.  STATION SUBSURFACE MARK, REFERENCE MARK 3 AND AZIMUTH MARK
 HH1014'WERE FOUND AND WERE IN GOOD CONDITION.  REFERENCE MARK 4 WAS ALSO
 HH1014'FOUND, STILL UPRIGHT AND SOLID IN GROUND BUT HAD EVIDENTLY BEEN HIT,
 HH1014'DISTANCE AND DIRECTION TO MARK DID NOT CHECK VERY CLOSE, THEREFORE TH
 HH1014'DISK WAS RESTAMPED NO 5 1978.  DISTANCE AND DIRECTION TO REFERENCE
 HH1014'MARK 3 DID COMPARE FAVORABLY WITH PREVIOUS DATA.  A NEW STATION
 HH1014'SURFACE MARK WAS ALSO SET AT THIS TIME BUT LEFT ABOUT 12 INCHES BELOW
 HH1014'GROUND SURFACE.
 HH1014'
 HH1014'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 83 IN
 HH1014'GARDEN CITY.  GO EAST ON HIGHWAY 50 FOR 6.5 MILES TO A GRAVELED ROAD
 HH1014'LEFT.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 1.0 TO A FIELD
 HH1014'ROAD ON LEFT AND A MOBILE HOME ON RIGHT.  TURN LEFT, GO WEST ON FIELD
 HH1014'ROAD FOR 0.15 MILE TO TOP RISE, FENCE CORNER ON RIGHT, STATION MARK O
 HH1014'ON LEFT, UNDERGROUND, AS DESCRIBED.
 HH1014'
 HH1014'AZIMUTH MARK AND BENCH MARK 6ES U.S. GEOLOGICAL SURVEY, GO EAST ON
 HH1014'THE FIELD ROAD FOR 0.15 MILE.  TURN LEFT, GO NORTH ON THE GRAVELED RO
 HH1014'FOR 0.95 MILE TO THE AZIMUTH MARK ON RIGHT, IN FRONT OF A STUCCO FARM
 HH1014'HOUSE, PAINTED WHITE WITH A RED ROOF.  CONTINUE NORTH ON ROAD FOR 0.0
 HH1014'MILE TO THE INTERSECTION OF GRAVELED ROADS, THE BENCH MARK IN
 HH1014'SOUTHEAST ANGLE AND THE SECTION CORNER IN APPROXIMATE CENTER OF
 HH1014'INTERSECTION.
 HH1014'
 HH1014'STATION IS A STANDARD DISK, STAMPED---GARDEN 1933 1978---SET IN THE
 HH1014'TOP OF A ROUND CONCRETE MONUMENT ABOUT 12 INCHES BELOW GROUND.  THE
 HH1014'SUBSURFACE MARK IS A STANDARD DISK, STAMPED---GARDEN 1933---.  MARK I
 HH1014'52.7 FEET SOUTH OF AN EAST-WEST FENCE, 51.2 FEET SOUTH OF A METAL
 HH1014'WITNESS POST, 28 FEET SOUTH OF A FIELD ROAD.
 HH1014'
 HH1014'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---GARDEN NO 3 1933, SET
 HH1014'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 15 INCHES,
 HH1014'54.8 FEET EAST OF A METAL WITNESS POST, 25.5 FEET NORTH OF THE FIELD
 HH1014'ROAD, 11.5 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A METAL
 HH1014'WITNESS POST.
 HH1014'
 HH1014'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---GARDEN 1933 NO 5
 HH1014'1978---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 HH1014'GROUND, 73.4 FEET WEST-SOUTHWEST OF A METAL WITNESS POST, 31.5 FEET
 HH1014'NORTH OF THE FIELD ROAD, 11 FEET SOUTH OF EAST-WEST FENCE, 1.5 FEET
 HH1014'EAST OF A METAL WITNESS POST.
 HH1014'
 HH1014'AZIMUTH MARK IS A STANDARD DISK, STAMPED---GARDEN 1933 RESET 1961---
 HH1014'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 8
 HH1014'INCHES, 33 FEET EAST OF A APPROXIMATE CENTER OF GRAVELED ROAD, 2.4
 HH1014'FEET SOUTH OF AN UNDERGROUND TELEPHONE CABLE TERMINAL BOX, 1.6 FEET
 HH1014'SOUTH OF A METAL WITNESS POST.
 HH1014'
 HH1014'BENCH MARK BES IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 HH1014'STAMPED---BES 1958 RESET 1967---SET IN THE TOP OF A SQUARE CONCRETE
 HH1014'MONUMENT PROJECTING 5 INCHES, 52 FEET SOUTHEAST OF SECTION CORNER BOLT
 HH1014'IN CENTER OF INTERSECTION, 2 FEET WEST OF WEST ONE OF EAST-WEST LINE O
 HH1014'TREES, 2 FEET EAST OF A METAL WITNESS POST.
 HH1014'
 HH1014'FINNEY COUNTY SECTION CORNER IS A METAL BOLT, SET IN THE TOP OF A
 HH1014'CONCRETE POST ABOUT 10 INCHES BELOW GROUND, IN THE APPROXIMATE CENTER
 HH1014'OF A GRAVELED ROADS INTERSECTION, 52.0 FEET NORTHWEST OF THE
 HH1014'U.S. GEOLOGICAL BENCH MARK BES.
 HH1014
 HH1014                          STATION RECOVERY (2003)
 HH1014
 HH1014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CHC)
 HH1014'RECOVERED IN GOOD CONDITION.
 HH1014
 HH1014                          STATION RECOVERY (2005)
 HH1014
 HH1014'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2005
 HH1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2041 ***********************************************************************
 JE2041  DESIGNATION -  GARDNER
 JE2041  PID         -  JE2041
 JE2041  STATE/COUNTY-  KS/JOHNSON
 JE2041  USGS QUAD   -  GARDNER (1991)
 JE2041
 JE2041                         *CURRENT SURVEY CONTROL
 JE2041  ___________________________________________________________________
 JE2041* NAD 83(1997)-  38 48 14.62650(N)    094 57 01.29604(W)     ADJUSTED  
 JE2041* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 JE2041  ___________________________________________________________________
 JE2041  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JE2041  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE2041
 JE2041  HORZ ORDER  -  THIRD
 JE2041
 JE2041.The horizontal coordinates were established by classical geodetic methods
 JE2041.and adjusted by the National Geodetic Survey in October 1998..
 JE2041
 JE2041.The orthometric height was scaled from a topographic map.
 JE2041
 JE2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2041
 JE2041.The geoid height was determined by GEOID03.
 JE2041
 JE2041;                    North         East     Units Scale Factor Converg.
 JE2041;SPC KS N     -    56,716.121   664,852.906   MT  0.99998704   +1 55 46.4
 JE2041;SPC KS S     -   643,101.615   708,281.469   MT  1.00005559   +2 10 52.9
 JE2041;UTM  15      - 4,296,840.318   330,643.014   MT  0.99995320   -1 13 21.0
 JE2041
 JE2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2041!SPC KS N     -   0.99995478  x   0.99998704  =   0.99994182
 JE2041!SPC KS S     -   0.99995478  x   1.00005559  =   1.00001037
 JE2041!UTM  15      -   0.99995478  x   0.99995320  =   0.99990799
 JE2041
 JE2041:                Primary Azimuth Mark                     Grid Az
 JE2041:SPC KS N     -  OLATHE NAVAL AIR STA BEACON              051 38 55.6
 JE2041:SPC KS S     -  OLATHE NAVAL AIR STA BEACON              051 23 49.1
 JE2041:UTM  15      -  OLATHE NAVAL AIR STA BEACON              054 48 03.0
 JE2041
 JE2041|---------------------------------------------------------------------|
 JE2041| PID    Reference Object                     Distance      Geod. Az  |
 JE2041|                                                           dddmmss.s |
 JE2041| JE2046 OLATHE NAVAL AIR STA BEACON         APPROX. 6.0 KM 0533442.0 |
 JE2041| CM3751 GARDNER RM 1                         22.863 METERS 05648     |
 JE2041| JE2043 GARDNER MUNICIPAL TANK              APPROX. 2.5 KM 0701151.3 |
 JE2041| CM3752 GARDNER RM 2                          3.739 METERS 16213     |
 JE2041| CM3750 GARDNER AZ MK                                      2264904.4 |
 JE2041|---------------------------------------------------------------------|
 JE2041
 JE2041                          SUPERSEDED SURVEY CONTROL
 JE2041
 JE2041  NAD 83(1986)-  38 48 14.63415(N)    094 57 01.29740(W) AD(       ) 3
 JE2041  NAD 27      -  38 48 14.60662(N)    094 57 00.42276(W) AD(       ) 3
 JE2041
 JE2041.Superseded values are not recommended for survey control.
 JE2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2041.See file dsdata.txt to determine how the superseded data were derived.
 JE2041
 JE2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3064396840(NAD 83)
 JE2041_MARKER: DS = TRIANGULATION STATION DISK
 JE2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE2041+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 JE2041
 JE2041  HISTORY     - Date     Condition        Report By
 JE2041  HISTORY     - 1948     MONUMENTED       CGS
 JE2041  HISTORY     - 1961     GOOD             AMS
 JE2041  HISTORY     - 1970     GOOD             NGS
 JE2041  HISTORY     - 20051015 GOOD             GEOCAC
 JE2041
 JE2041                          STATION DESCRIPTION
 JE2041
 JE2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2041'THE STATION IS LOCATED ABOUT 1.5 MILES WEST-SOUTHWEST OF
 JE2041'GARDNER ON LAND OWNED BY MR. DALE BAKER.  IT IS 8.5 FEET EAST
 JE2041'OF A WOVEN WIRE FENCE, 10.5 FEET NORTH OF A WOVEN WIRE FENCE,
 JE2041'44.0 FEET WEST OF THE CENTER OF A BOARD GATE AND 50.0 FEET
 JE2041'NORTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 50.  IT IS FLUSH
 JE2041'WITH THE GROUND AND IS STAMPED GARDNER 1948.
 JE2041'
 JE2041'REFERENCE MARK NO. 1 IS 1.0 FOOT NORTH OF A WOVEN WIRE FENCE
 JE2041'AND 31.5 FEET NORTHEAST OF THE CENTER OF A BOARD GATE.  IT
 JE2041'IS FLUSH WITH THE GROUND AND IS STAMPED GARDNER NO 1 1948.
 JE2041'
 JE2041'REFERENCE MARK NO. 2 IS 1.0 FOOT SOUTH OF A WOVEN WIRE FENCE,
 JE2041'15.0 FEET SOUTHEAST OF A TELEPHONE POLE AND 38.0 FEET
 JE2041'NORTH-NORTHWEST OF THE CENTER OF U.S. HIGHWAY NO. 50.  IT
 JE2041'IS FLUSH WITH THE GROUND AND IS STAMPED GARDNER NO 2 1948.
 JE2041'
 JE2041'THE AZIMUTH MARK IS 1.0 FOOT NORTHEAST OF A POWER LINE POLE,
 JE2041'1.5 FEET NORTHEAST OF A FOUR BY FOUR INCH WITNESS POST AND
 JE2041'38.0 FEET SOUTHEAST OF THE CENTER U.S. HIGHWAY NO. 50.  IT
 JE2041'PROJECTS 6 INCHES AND IS STAMPED GARDNER 1948.
 JE2041'
 JE2041'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GARDNER,
 JE2041'GO WEST ON U.S. HIGHWAY NO. 50 FOR 1.5 MILES AND STATION
 JE2041'ON THE RIGHT AS DESCRIBED.
 JE2041'
 JE2041'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST AND SOUTH
 JE2041'ON U.S. HIGHWAY NO. 50 FOR 0.55 MILE AND AZIMUTH MARK ON THE
 JE2041'LEFT AS DESCRIBED.
 JE2041'
 JE2041'A 74 FOOT SIGNAL AT TUGGLE IS VISIBLE AT 8 FEET.
 JE2041'
 JE2041'A 74 FOOT SIGNAL AT BEBE MOUND 1887 IS VISIBLE AT 50 FEET.
 JE2041
 JE2041                          STATION RECOVERY (1961)
 JE2041
 JE2041'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1961
 JE2041'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 JE2041'IN GOOD CONDITION AS DESCRIBED.
 JE2041
 JE2041                          STATION RECOVERY (1970)
 JE2041
 JE2041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE2041'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE2041'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 JE2041'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 JE2041'ADEQUATE FOR RECOVERY.
 JE2041'
 JE2041'A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE MARK NO. 2.
 JE2041'
 JE2041'A METAL WITNESS POST WAS SET 12.5 FEET SOUTH OF THE STATION MARK.
 JE2041'
 JE2041'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZMUTH MARK.
 JE2041'
 JE2041'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 JE2041'WEST-SOUTHWEST OF GARDNER.
 JE2041
 JE2041                          STATION RECOVERY (2005)
 JE2041
 JE2041'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE2041'THE FENCE, BOARD GATE, AND WITNESS POST HAVE BEEN REMOVED. US HWY 50
 JE2041'IS NOW US HWY 56.
 JE2041' 
 JE2041'THE REFERENCE AND AZIMUTH MARKS NOT SEARCHED FOR THIS DATE.
 JE2041' 
 JE2041' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2048 ***********************************************************************
 JE2048  DESIGNATION -  GARDNER FAA RADAR DOME
 JE2048  PID         -  JE2048
 JE2048  STATE/COUNTY-  KS/JOHNSON
 JE2048  USGS QUAD   -  GARDNER (1991)
 JE2048
 JE2048                         *CURRENT SURVEY CONTROL
 JE2048  ___________________________________________________________________
 JE2048* NAD 83(1997)-  38 50 06.54669(N)    094 54 18.21419(W)     ADJUSTED  
 JE2048* NAVD 88     -                                                        
 JE2048  ___________________________________________________________________
 JE2048  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 JE2048  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JE2048
 JE2048  HORZ ORDER  -  THIRD
 JE2048
 JE2048.This mark is at New Century Aircenter Airport (IXD)
 JE2048
 JE2048.The horizontal coordinates were established by classical geodetic methods
 JE2048.and adjusted by the National Geodetic Survey in October 1998..
 JE2048
 JE2048
 JE2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2048
 JE2048.The geoid height was determined by GEOID03.
 JE2048
 JE2048;                    North         East     Units Scale Factor Converg.
 JE2048;SPC KS N     -    60,298.777   668,667.682   MT  0.99998299   +1 57 29.6
 JE2048;UTM  15      - 4,300,207.623   334,648.885   MT  0.99993668   -1 11 41.6
 JE2048
 JE2048                          SUPERSEDED SURVEY CONTROL
 JE2048
 JE2048  NAD 83(1986)-  38 50 06.55440(N)    094 54 18.21519(W) AD(       ) 4
 JE2048  NAD 27      -  38 50 06.52792(N)    094 54 17.34483(W) AD(       ) 3
 JE2048
 JE2048.Superseded values are not recommended for survey control.
 JE2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2048.See file dsdata.txt to determine how the superseded data were derived.
 JE2048
 JE2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3464900208(NAD 83)
 JE2048_MARKER: 87 = DOME
 JE2048
 JE2048  HISTORY     - Date     Condition        Report By
 JE2048  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE2048  HISTORY     - 20051015 GOOD             GEOCAC
 JE2048
 JE2048                          STATION DESCRIPTION
 JE2048
 JE2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE2048'GARDNER, FEDERAL AVIATION AGENCY RADAR DOME IS A WOOD AND METAL
 JE2048'BUILDING, 40 FEET HIGH, ROUND IN SHAPE AND IS PAINTED WHITE.
 JE2048'
 JE2048'STATION IS THE TOP CENTER OF BUILDING AND IS LOCATED AT THE WEST EDGE
 JE2048'OF THE JOHNSON COUNTY INDUSTRIAL AIRPORT.
 JE2048'
 JE2048'TO REACH FROM THE POST OFFICE IN GARDNER GO EAST ALONG US HIGHWAY 56
 JE2048'FOR 1.0 MILE THENCE, NORTH FOR 1.5 MILES TO THE STATION ON THE
 JE2048'RIGHT.
 JE2048
 JE2048                          STATION RECOVERY (2005)
 JE2048
 JE2048'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2058 ***********************************************************************
 JE2058  DESIGNATION -  GARDPORT
 JE2058  PID         -  JE2058
 JE2058  STATE/COUNTY-  KS/JOHNSON
 JE2058  USGS QUAD   -  GARDNER (1991)
 JE2058
 JE2058                         *CURRENT SURVEY CONTROL
 JE2058  ___________________________________________________________________
 JE2058* NAD 83(1997)-  38 48 35.37767(N)    094 57 24.70588(W)     ADJUSTED  
 JE2058* NAVD 88     -       313.6    (meters)    1029.     (feet)  VERTCON   
 JE2058  ___________________________________________________________________
 JE2058  X           -    -430,024.342 (meters)                     COMP
 JE2058  Y           -  -4,958,192.404 (meters)                     COMP
 JE2058  Z           -   3,976,064.465 (meters)                     COMP
 JE2058  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 JE2058  ELLIP HEIGHT-         281.46  (meters)          (10/02/98) GPS OBS
 JE2058  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE2058
 JE2058  HORZ ORDER  -  THIRD
 JE2058  ELLP ORDER  -  FOURTH    CLASS I
 JE2058
 JE2058.This mark is at Gardner Municipal Airport (K34)
 JE2058
 JE2058.The horizontal coordinates were established by GPS observations
 JE2058.and adjusted by the National Geodetic Survey in October 1998..
 JE2058
 JE2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE2058
 JE2058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE2058
 JE2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2058
 JE2058.The ellipsoidal height was determined by GPS observations
 JE2058.and is referenced to NAD 83.
 JE2058
 JE2058.The geoid height was determined by GEOID03.
 JE2058
 JE2058;                    North         East     Units Scale Factor Converg.
 JE2058;SPC KS N     -    57,336.648   664,266.875   MT  0.99998627   +1 55 31.6
 JE2058;UTM  15      - 4,297,492.109   330,092.008   MT  0.99995550   -1 13 36.2
 JE2058
 JE2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2058!SPC KS N     -   0.99995584  x   0.99998627  =   0.99994211
 JE2058!UTM  15      -   0.99995584  x   0.99995550  =   0.99991134
 JE2058
 JE2058:                Primary Azimuth Mark                     Grid Az
 JE2058:SPC KS N     -  GARDPORT AZ MK                           088 22 26.5
 JE2058:UTM  15      -  GARDPORT AZ MK                           091 31 34.3
 JE2058
 JE2058|---------------------------------------------------------------------|
 JE2058| PID    Reference Object                     Distance      Geod. Az  |
 JE2058|                                                           dddmmss.s |
 JE2058| JE2059 GARDPORT AZ MK                      496.137 METERS 0901758.1 |
 JE2058|---------------------------------------------------------------------|
 JE2058
 JE2058                          SUPERSEDED SURVEY CONTROL
 JE2058
 JE2058  NAD 83(1986)-  38 48 35.38648(N)    094 57 24.70738(W) AD(       ) 3
 JE2058  NGVD 29 (02/23/90)  313.5    (m)         1029.     (f) GPS OBS        
 JE2058
 JE2058.Superseded values are not recommended for survey control.
 JE2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2058.See file dsdata.txt to determine how the superseded data were derived.
 JE2058
 JE2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3009297492(NAD 83)
 JE2058_MARKER: I = METAL ROD
 JE2058_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JE2058_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JE2058_STAMPING: GARDPORT 1989
 JE2058_MARK LOGO: NGS   
 JE2058_PROJECTION: FLUSH
 JE2058_MAGNETIC: I = MARKER IS A STEEL ROD
 JE2058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE2058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE2058+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1999
 JE2058_ROD/PIPE-DEPTH: 6.30 meters
 JE2058_SLEEVE-DEPTH  : 01.0 meters
 JE2058
 JE2058  HISTORY     - Date     Condition        Report By
 JE2058  HISTORY     - 1989     MONUMENTED       NGS
 JE2058  HISTORY     - 19991001 GOOD             LOCENG
 JE2058
 JE2058                          STATION DESCRIPTION
 JE2058
 JE2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 JE2058'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) WEST OF GARDNER, AT THE
 JE2058'GARDNER MUNICIPAL AIRPORT, ALONG THE SOUTH SIDE AND BETWEEN THE 3RD
 JE2058'AND 4TH RUNWAY LIGHTS EAST FROM THE WEST END OF THE PAVED RUNWAY.
 JE2058'OWNERSHIP--CITY OF GARDNER, C/O AIRPORT MANAGER DAVE HAYDEN, GARDNER
 JE2058'AIRPORT ASSOCIATION, BOX 411, GARDNER KS 66030.  PHONE (913)829-4606.
 JE2058'TO REACH THE STATION FROM THE GARDNER CITY HALL, GO WEST FOR 0.9 KM
 JE2058'(0.55 MI) ON U.S. HIGHWAY 56 TO A FORK.  BEAR RIGHT AND CONTINUE WEST
 JE2058'FOR 1.6 KM (1.00 MI) ON 175TH STREET TO A GRAVEL ROAD LEFT.  TURN LEFT
 JE2058'AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE GRAVEL ROAD WHICH TURNS TO A
 JE2058'CONNECTING TAXIWAY, PASSING TO THE EAST OF THE AIRPORT OFFICE, TO THE
 JE2058'PAVED RUNWAY.  TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE
 JE2058'RUNWAY TO THE STATION ON THE LEFT, JUST BEFORE A TAXIWAY RIGHT.
 JE2058'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 JE2058'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.3 METERS IN A GREASE
 JE2058'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 JE2058'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 JE2058'37.0 M (121.4 FT) WEST FROM THE 4TH RUNWAY LIGHT EAST FROM THE WEST
 JE2058'END OF THE RUNWAY, 9.4 M (30.8 FT) SOUTH FROM THE SOUTH EDGE OF THE
 JE2058'RUNWAY, AND 8.6 M (28.2 FT) EAST FROM THE EXTENDED CENTER OF A
 JE2058'TAXIWAY.
 JE2058'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 JE2058
 JE2058                          STATION RECOVERY (1999)
 JE2058
 JE2058'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (CMC)
 JE2058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2059 ***********************************************************************
 JE2059  DESIGNATION -  GARDPORT AZ MK
 JE2059  PID         -  JE2059
 JE2059  STATE/COUNTY-  KS/JOHNSON
 JE2059  USGS QUAD   -  GARDNER (1991)
 JE2059
 JE2059                         *CURRENT SURVEY CONTROL
 JE2059  ___________________________________________________________________
 JE2059* NAD 83(1997)-  38 48 35.29307(N)    094 57 04.14274(W)     ADJUSTED  
 JE2059* NAVD 88     -       314.6    (meters)    1032.     (feet)  VERTCON   
 JE2059  ___________________________________________________________________
 JE2059  X           -    -429,530.246 (meters)                     COMP
 JE2059  Y           -  -4,958,237.593 (meters)                     COMP
 JE2059  Z           -   3,976,063.008 (meters)                     COMP
 JE2059  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JE2059  ELLIP HEIGHT-         282.38  (meters)          (10/02/98) GPS OBS
 JE2059  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE2059
 JE2059  HORZ ORDER  -  THIRD
 JE2059  ELLP ORDER  -  FOURTH    CLASS I
 JE2059
 JE2059.This mark is at Gardner Municipal Airport (K34)
 JE2059
 JE2059.The horizontal coordinates were established by GPS observations
 JE2059.and adjusted by the National Geodetic Survey in October 1998..
 JE2059
 JE2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE2059
 JE2059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE2059
 JE2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2059
 JE2059.The ellipsoidal height was determined by GPS observations
 JE2059.and is referenced to NAD 83.
 JE2059
 JE2059.The geoid height was determined by GEOID03.
 JE2059
 JE2059;                    North         East     Units Scale Factor Converg.
 JE2059;SPC KS N     -    57,350.726   664,762.805   MT  0.99998627   +1 55 44.6
 JE2059;UTM  15      - 4,297,478.896   330,587.946   MT  0.99995343   -1 13 23.3
 JE2059
 JE2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2059!SPC KS N     -   0.99995570  x   0.99998627  =   0.99994197
 JE2059!UTM  15      -   0.99995570  x   0.99995343  =   0.99990913
 JE2059
 JE2059:                Primary Azimuth Mark                     Grid Az
 JE2059:SPC KS N     -  GARDPORT                                 268 22 26.4
 JE2059:UTM  15      -  GARDPORT                                 271 31 34.3
 JE2059
 JE2059|---------------------------------------------------------------------|
 JE2059| PID    Reference Object                     Distance      Geod. Az  |
 JE2059|                                                           dddmmss.s |
 JE2059| JE2058 GARDPORT                            496.137 METERS 2701811.0 |
 JE2059|---------------------------------------------------------------------|
 JE2059
 JE2059                          SUPERSEDED SURVEY CONTROL
 JE2059
 JE2059  NAD 83(1986)-  38 48 35.30183(N)    094 57 04.14429(W) AD(       ) 3
 JE2059  NGVD 29 (02/23/90)  314.5    (m)         1032.     (f) GPS OBS        
 JE2059
 JE2059.Superseded values are not recommended for survey control.
 JE2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2059.See file dsdata.txt to determine how the superseded data were derived.
 JE2059
 JE2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3058897479(NAD 83)
 JE2059_MARKER: I = METAL ROD
 JE2059_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JE2059_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JE2059_STAMPING: GARDPORT AZ MK 1989
 JE2059_MARK LOGO: NGS   
 JE2059_PROJECTION: FLUSH
 JE2059_MAGNETIC: I = MARKER IS A STEEL ROD
 JE2059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE2059+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JE2059_ROD/PIPE-DEPTH: 5.80 meters
 JE2059_SLEEVE-DEPTH  : 01.0 meters
 JE2059
 JE2059  HISTORY     - Date     Condition        Report By
 JE2059  HISTORY     - 1989     MONUMENTED       NGS
 JE2059
 JE2059                          STATION DESCRIPTION
 JE2059
 JE2059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 JE2059'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) WEST OF GARDNER, AT THE
 JE2059'GARDNER MUNICIPAL AIRPORT, ALONG THE SOUTH SIDE AND NEAR THE EAST END
 JE2059'OF THE PAVED RUNWAY.  OWNERSHIP--CITY OF GARDNER, C/O AIRPORT MANAGER
 JE2059'DAVE HAYDEN, GARDNER AIRPORT ASSOCIATION, BOX 411, GARDNER KS 66030.
 JE2059'PHONE (913)829-4606.
 JE2059'TO REACH THE STATION FROM THE GARDNER CITY HALL, GO WEST FOR 0.9 KM
 JE2059'(0.55 MI) ON U.S. HIGHWAY 56 TO A FORK.  BEAR RIGHT AND CONTINUE WEST
 JE2059'FOR 1.6 KM (1.00 MI) ON 175TH STREET TO A GRAVEL ROAD LEFT.  TURN LEFT
 JE2059'AND GO SOUTH ON THE GRAVEL ROAD, WHICH TURNS INTO A TAXIWAY, PASSING
 JE2059'TO THE EAST OF THE AIRPORT OFFICE, TO THE PAVED RUNWAY.  TURN LEFT AND
 JE2059'GO EAST FOR 0.3 KM (0.20 MI) ON THE RUNWAY TO THE STATION ON THE
 JE2059'RIGHT, JUST BEFORE A PAVED TURN-AROUND ON THE RIGHT.
 JE2059'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 JE2059'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.8 METERS IN A GREASE
 JE2059'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 JE2059'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 JE2059'34.7 M (113.8 FT) SOUTHWEST FROM THE CENTER OF THE EAST END OF THE
 JE2059'RUNWAY, 12.3 M (40.4 FT) SOUTH-SOUTHWEST FROM THE JUNCTION OF THE
 JE2059'SOUTH EDGE OF THE RUNWAY AND THE WEST EDGE OF THE TURN-AROUND AND 10.3
 JE2059'M (33.8 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY.
 JE2059'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0876 ***********************************************************************
 JG0876  DESIGNATION -  GARFIELD
 JG0876  PID         -  JG0876
 JG0876  STATE/COUNTY-  KS/PAWNEE
 JG0876  USGS QUAD   -  ROZEL SE (1972)
 JG0876
 JG0876                         *CURRENT SURVEY CONTROL
 JG0876  ___________________________________________________________________
 JG0876* NAD 83(1997)-  38 03 56.78057(N)    099 18 51.13661(W)     ADJUSTED  
 JG0876* NAVD 88     -       528.     (meters)    1732.     (feet)  SCALED    
 JG0876  ___________________________________________________________________
 JG0876  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JG0876  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 JG0876
 JG0876  HORZ ORDER  -  THIRD
 JG0876
 JG0876.The horizontal coordinates were established by classical geodetic methods
 JG0876.and adjusted by the National Geodetic Survey in October 1998..
 JG0876
 JG0876.The orthometric height was scaled from a topographic map.
 JG0876
 JG0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0876
 JG0876.The geoid height was determined by GEOID03.
 JG0876
 JG0876;                    North         East     Units Scale Factor Converg.
 JG0876;SPC KS S     -   555,592.057   328,555.572   MT  0.99993925   -0 30 01.3
 JG0876;UTM  14      - 4,213,159.239   472,438.298   MT  0.99960936   -0 11 37.4
 JG0876
 JG0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0876!SPC KS S     -   0.99992121  x   0.99993925  =   0.99986046
 JG0876!UTM  14      -   0.99992121  x   0.99960936  =   0.99953060
 JG0876
 JG0876|---------------------------------------------------------------------|
 JG0876| PID    Reference Object                     Distance      Geod. Az  |
 JG0876|                                                           dddmmss.s |
 JG0876| CK9684 GARFIELD RM 1                        11.248 METERS 00705     |
 JG0876| JG0869 GARFIELD SWEDISH LUTHERAN CH        APPROX. 6.1 KM 0782352.6 |
 JG0876| CK9685 GARFIELD RM 2                         9.245 METERS 16941     |
 JG0876| CK9683 GARFIELD AZ MK                                     1801957.1 |
 JG0876| CK9686 GARFIELD 2 AZ MK                                   1804239.1 |
 JG0876| JG0877 GARFIELD 2                            9.731 METERS 27528     |
 JG0876|---------------------------------------------------------------------|
 JG0876
 JG0876                          SUPERSEDED SURVEY CONTROL
 JG0876
 JG0876  NAD 83(1997)-  38 03 56.78837(N)    099 18 51.13569(W) AD(       ) 3
 JG0876  NAD 83(1986)-  38 03 56.78806(N)    099 18 51.13604(W) AD(       ) 3
 JG0876  NAD 27      -  38 03 56.73300(N)    099 18 49.73600(W) AD(       ) 3
 JG0876
 JG0876.Superseded values are not recommended for survey control.
 JG0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0876.See file dsdata.txt to determine how the superseded data were derived.
 JG0876
 JG0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7243813159(NAD 83)
 JG0876_MARKER: DS = TRIANGULATION STATION DISK
 JG0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0876_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0876
 JG0876  HISTORY     - Date     Condition        Report By
 JG0876  HISTORY     - 1953     MONUMENTED       CGS
 JG0876  HISTORY     - 1965     MARK NOT FOUND   CGS
 JG0876
 JG0876                          STATION DESCRIPTION
 JG0876
 JG0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0876'THE STATION IS ABOUT 4 MILES WEST OF GARFIELD, IN THE NORTHEAST
 JG0876'CORNER OF THE SOUTHEAST 1/4 OF SEC. 8, T 23 S, R 18 W.  IT IS
 JG0876'29 FEET WEST OF THE CENTER OF A DIRT ROAD, 6 FEET SOUTHWEST
 JG0876'OF A T-INTERSECTION OF FENCE LINES AND 5 FEET SOUTHWEST OF A
 JG0876'4 X 4 INCH WHITE WITNESS POST.
 JG0876'
 JG0876'TO REACH THE STATION FROM THE POST OFFICE IN GARFIELD, GO WEST
 JG0876'AND SOUTHWEST ON STATE HIGHWAY 45 FOR 0.3 MILE TO A PAVED ROAD
 JG0876'LEADING WEST, TURN RIGHT AND GO WEST ON THE PAVED ROAD FOR 1.8
 JG0876'MILES TO A CEMETERY ON THE RIGHT, CONTINUE WEST 0.5 MILE TO THE
 JG0876'END OF THE PAVED ROAD, CONTINUE WEST ON A GRAVELED ROAD FOR
 JG0876'1.0 MILE TO A CROSSROADS, TURN LEFT AND GO SOUTH 0.5 MILE TO THE
 JG0876'STATION ON THE RIGHT, CONTINUE WEST 0.5 MILE TO THE AZIMUTH
 JG0876'MARK ON THE RIGHT.
 JG0876'
 JG0876'THE STATION MARK IS 18 INCHES BELOW THE SURFACE OF THE GROUND
 JG0876'AND THE DISK IS STAMPED GARFIELD 1953.
 JG0876'
 JG0876'REFERENCE MARK 1 IS 34 FEET NORTH OF THE FENCE INTERSECTION
 JG0876'AND 24 FEET WEST OF THE CENTER OF THE ROAD.  THE MARK PROJECTS
 JG0876'6 INCHES AND THE DISK IS STAMPED GARFIELD NO 1 1953.
 JG0876'
 JG0876'REFERENCE MARK 2 IS 34 FEET WEST OF THE CENTER OF THE ROAD AND
 JG0876'32 FEET NORTH OF THE FENCE INTERSECTION.  THE MARK PROJECTS
 JG0876'6 INCHES AND THE DISK IS STAMPED GARFIELD NO 2 1953.
 JG0876'
 JG0876'THE AZIMUTH MARK IS 58 FEET NORTHWEST OF THE CENTER OF A
 JG0876'CROSSROADS, 20 FEET WEST OF A POWERLINE POLE AND 2 FEET EAST
 JG0876'OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 JG0876'AND THE DISK IS STAMPED GARFIELD 1953.
 JG0876
 JG0876                          STATION RECOVERY (1965)
 JG0876
 JG0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 JG0876'THE SURFACE STATION MARK AND R.M. NO. 1 HAD BEEN DESTROYED
 JG0876'BY ROAD CONSTRUCTION.  THE UNDERGROUND STATION MARK, R.M. NO. 2
 JG0876'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JG0876'A REQUEST WAS RECEIVED FROM THE HIGHWAY DEPARTMENT TO MOVE
 JG0876'THE STATION AS IT WAS IN THE WAY OF ROAD IMPROVEMENT.  A NEW
 JG0876'STATION WAS ESTABLISHED IN THE IMMEDIATE VICINITY AND ALL MARKS
 JG0876'FOR THIS STATION WERE DESTROYED.  FOR DETAILS SEE DESCRIPTION
 JG0876'FOR GARFIELD 2 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0877 ***********************************************************************
 JG0877  DESIGNATION -  GARFIELD 2
 JG0877  PID         -  JG0877
 JG0877  STATE/COUNTY-  KS/PAWNEE
 JG0877  USGS QUAD   -  ROZEL SE (1972)
 JG0877
 JG0877                         *CURRENT SURVEY CONTROL
 JG0877  ___________________________________________________________________
 JG0877* NAD 83(1997)-  38 03 56.81068(N)    099 18 51.53399(W)     ADJUSTED  
 JG0877* NAVD 88     -       528.     (meters)    1732.     (feet)  SCALED    
 JG0877  ___________________________________________________________________
 JG0877  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 JG0877  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 JG0877
 JG0877  HORZ ORDER  -  THIRD
 JG0877
 JG0877.The horizontal coordinates were established by classical geodetic methods
 JG0877.and adjusted by the National Geodetic Survey in October 1998..
 JG0877.No horizontal observational check was made to the station.
 JG0877
 JG0877.The orthometric height was scaled from a topographic map.
 JG0877
 JG0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0877
 JG0877.The geoid height was determined by GEOID03.
 JG0877
 JG0877;                    North         East     Units Scale Factor Converg.
 JG0877;SPC KS S     -   555,593.070   328,545.895   MT  0.99993925   -0 30 01.5
 JG0877;UTM  14      - 4,213,160.200   472,428.618   MT  0.99960936   -0 11 37.7
 JG0877
 JG0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0877!SPC KS S     -   0.99992121  x   0.99993925  =   0.99986046
 JG0877!UTM  14      -   0.99992121  x   0.99960936  =   0.99953060
 JG0877
 JG0877|---------------------------------------------------------------------|
 JG0877| PID    Reference Object                     Distance      Geod. Az  |
 JG0877|                                                           dddmmss.s |
 JG0877| CK9688 GARFIELD 2 RM 4                      13.933 METERS 00258     |
 JG0877| JG0869 GARFIELD SWEDISH LUTHERAN CH        APPROX. 6.2 KM 0782528.1 |
 JG0877| CK9687 GARFIELD 2 RM 3                      34.369 METERS 09327     |
 JG0877| JG0876 GARFIELD                              9.731 METERS 09528     |
 JG0877| CK9683 GARFIELD AZ MK                                     1793831.9 |
 JG0877| CK9686 GARFIELD 2 AZ MK                                   1800025.7 |
 JG0877|---------------------------------------------------------------------|
 JG0877
 JG0877                          SUPERSEDED SURVEY CONTROL
 JG0877
 JG0877  NAD 83(1997)-  38 03 56.81848(N)    099 18 51.53307(W) AD(       ) 3
 JG0877  NAD 83(1986)-  38 03 56.81817(N)    099 18 51.53342(W) AD(       ) 3
 JG0877  NAD 27      -  38 03 56.76314(N)    099 18 50.13333(W) AD(       ) 3
 JG0877
 JG0877.Superseded values are not recommended for survey control.
 JG0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0877.See file dsdata.txt to determine how the superseded data were derived.
 JG0877
 JG0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7242913160(NAD 83)
 JG0877_MARKER: DD = SURVEY DISK
 JG0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0877
 JG0877  HISTORY     - Date     Condition        Report By
 JG0877  HISTORY     - 1965     MONUMENTED       CGS
 JG0877  HISTORY     - 1973     GOOD             NGS
 JG0877
 JG0877                          STATION DESCRIPTION
 JG0877
 JG0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 JG0877'THE STATION IS ABOUT 4 MILES WEST OF GARFIELD, NEAR THE
 JG0877'CENTER OF THE EAST SIDE OF SECTION 8, T. 23 S., R. 18 W.,
 JG0877'62 FEET WEST OF THE CENTERLINE OF THE ROAD AND 3.2 FEET
 JG0877'SOUTH OF A METAL WITNESS POST.  MARK PROJECTS 3 INCHES AND
 JG0877'THE DISK IS STAMPED GARFIELD 2 1965.
 JG0877'
 JG0877'TO REACH FROM GARFIELD, FROM THE MAIN INTERSECTION, GO
 JG0877'SOUTHWEST ON U.S. HIGHWAY 56 FOR 0.3 MILE TO FORKS, TAKE FORK
 JG0877'AND GO WEST ON PAVED ROAD FOR 1.65 MILES TO CROSSROADS AND
 JG0877'END OF PAVED ROAD, CONTINUE WEST FOR 2.0 MILES TO CROSSROADS,
 JG0877'TURN LEFT AND GO SOUTH FOR 0.5 MILE TO STATION ON RIGHT.  TO
 JG0877'REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH FOR
 JG0877'0.5 MILE TO CROSSROADS AND MARK IN NORTHWEST ANGLE OF
 JG0877'INTERSECTION.
 JG0877'
 JG0877'R.M. NO. 3 IS EAST OF THE STATION, 50 FEET EAST OF THE
 JG0877'CENTERLINE OF THE ROAD AND 2 FEET NORTH OF A METAL WITNESS POST.
 JG0877'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GARFIELD
 JG0877'2 NO 3 1965.
 JG0877'
 JG0877'R.M. NO. 4 IS NORTH OF THE STATION, 59 FEET WEST OF THE
 JG0877'CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS
 JG0877'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JG0877'GARFIELD 2 NO 4 1965.
 JG0877'
 JG0877'THE AZIMUTH MARK IS SOUTH OF THE STATION, IN THE NORTHWEST
 JG0877'ANGLE OF CROSSROADS, 75 FEET NORTH OF THE CENTERLINE OF
 JG0877'THE EAST-WEST ROAD, 59 FEET WEST OF THE CENTERLINE OF THE
 JG0877'NORTH-SOUTH ROAD, 2 FEET NORTH OF A POWERLINE POLE AND 1.5
 JG0877'FEET SOUTH OF A METAL WITNESS POST.  THE MARK PROJECTS 4
 JG0877'INCHES AND THE DISK IS STAMPED GARFIELD 2 1965.
 JG0877
 JG0877                          STATION RECOVERY (1973)
 JG0877
 JG0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JG0877'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH
 JG0877'MARK WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 JG0877'DESCRIBED.  THE DESCRIPTION OF THE STATION IS ADEQUATE FOR
 JG0877'RECOVERY.  THIS STATION WAS OCCUPIED THIS DATE FOR POLARIS
 JG0877'OBSERVATIONS.
 JG0877'
 JG0877'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 JG0877'WEST OF GARFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0869 ***********************************************************************
 JG0869  DESIGNATION -  GARFIELD SWEDISH LUTHERAN CH
 JG0869  PID         -  JG0869
 JG0869  STATE/COUNTY-  KS/PAWNEE
 JG0869  USGS QUAD   -  GARFIELD (1972)
 JG0869
 JG0869                         *CURRENT SURVEY CONTROL
 JG0869  ___________________________________________________________________
 JG0869* NAD 83(1997)-  38 04 36.79985(N)    099 14 44.10150(W)     ADJUSTED  
 JG0869* NAVD 88     -                                                        
 JG0869  ___________________________________________________________________
 JG0869  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 JG0869  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0869
 JG0869  HORZ ORDER  -  THIRD
 JG0869
 JG0869.The horizontal coordinates were established by classical geodetic methods
 JG0869.and adjusted by the National Geodetic Survey in October 1998..
 JG0869
 JG0869
 JG0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0869
 JG0869.The geoid height was determined by GEOID03.
 JG0869
 JG0869;                    North         East     Units Scale Factor Converg.
 JG0869;SPC KS S     -   556,775.479   334,586.615   MT  0.99993977   -0 27 29.5
 JG0869;UTM  14      - 4,214,374.522   478,460.919   MT  0.99960571   -0 09 05.2
 JG0869
 JG0869                          SUPERSEDED SURVEY CONTROL
 JG0869
 JG0869  NAD 83(1997)-  38 04 36.80763(N)    099 14 44.10058(W) AD(       ) 4
 JG0869  NAD 83(1986)-  38 04 36.80602(N)    099 14 44.09955(W) AD(       ) 4
 JG0869  NAD 27      -  38 04 36.73600(N)    099 14 42.69400(W) AD(       ) 3
 JG0869
 JG0869.Superseded values are not recommended for survey control.
 JG0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0869.See file dsdata.txt to determine how the superseded data were derived.
 JG0869
 JG0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7846114375(NAD 83)
 JG0869_MARKER: 90 = CHURCH SPIRE
 JG0869
 JG0869  HISTORY     - Date     Condition        Report By
 JG0869  HISTORY     - 1934     FIRST OBSERVED   CGS
 JG0869  HISTORY     - 1934     GOOD             CGS
 JG0869
 JG0869                          STATION DESCRIPTION
 JG0869
 JG0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0869'POINT OBSERVED UPON WAS TIP OF SPIRE OF THE SWEDISH LUTHERAN
 JG0869'CHURCH, GARFIELD, KANSAS.  THE CHURCH WAS A FRAME STRUCTURE,
 JG0869'BUILT ABOUT 1912.
 JG0869'
 JG0869'POINT OBSERVED UPON FROM TRIANGULATION STATIONS LEE, KELLER
 JG0869'AND CARL.
 JG0869
 JG0869                          STATION RECOVERY (1934)
 JG0869
 JG0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCM)
 JG0869'STATION RECOVERED AS DESCRIBED, BUT THE CHURCH IS A STONE
 JG0869'STRUCTURE, NOT A FRAME ONE.  THE STONE CHURCH WAS BUILT
 JG0869'IN 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1691 ***********************************************************************
 JE1691  DESIGNATION -  GARNETT
 JE1691  PID         -  JE1691
 JE1691  STATE/COUNTY-  KS/ANDERSON
 JE1691  USGS QUAD   -  GARNETT EAST (1983)
 JE1691
 JE1691                         *CURRENT SURVEY CONTROL
 JE1691  ___________________________________________________________________
 JE1691* NAD 83(1997)-  38 17 20.02891(N)    095 14 20.88644(W)     ADJUSTED  
 JE1691* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 JE1691  ___________________________________________________________________
 JE1691  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JE1691  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JE1691
 JE1691  HORZ ORDER  -  THIRD
 JE1691
 JE1691.The horizontal coordinates were established by classical geodetic methods
 JE1691.and adjusted by the National Geodetic Survey in October 1998..
 JE1691
 JE1691.The orthometric height was scaled from a topographic map.
 JE1691
 JE1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1691
 JE1691.The geoid height was determined by GEOID03.
 JE1691
 JE1691;                    North         East     Units Scale Factor Converg.
 JE1691;SPC KS S     -   585,033.658   685,212.096   MT  0.99995686   +2 00 14.0
 JE1691;UTM  15      - 4,240,241.210   304,171.954   MT  1.00007230   -1 23 16.3
 JE1691
 JE1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1691!SPC KS S     -   0.99995440  x   0.99995686  =   0.99991127
 JE1691!UTM  15      -   0.99995440  x   1.00007230  =   1.00002670
 JE1691
 JE1691|---------------------------------------------------------------------|
 JE1691| PID    Reference Object                     Distance      Geod. Az  |
 JE1691|                                                           dddmmss.s |
 JE1691| JE1692 GARNETT 2                            10.362 METERS 01558     |
 JE1691| CL5245 GARNETT AZ MK                                      0155816.9 |
 JE1691| JE1694 GARNETT MUNICIPAL TANK              APPROX. 0.6 KM 1910254.9 |
 JE1691| JE1690 GARNETT ANDERSON CO CTHSE FLAG      APPROX. 1.0 KM 1914331.6 |
 JE1691| CL5246 GARNETT RM 1                         18.541 METERS 25223     |
 JE1691| CL5247 GARNETT RM 2                         42.029 METERS 33904     |
 JE1691|---------------------------------------------------------------------|
 JE1691
 JE1691                          SUPERSEDED SURVEY CONTROL
 JE1691
 JE1691  NAD 83(1986)-  38 17 20.03473(N)    095 14 20.88467(W) AD(       ) 3
 JE1691  NAD 27      -  38 17 19.95900(N)    095 14 19.97300(W) AD(       ) 3
 JE1691
 JE1691.Superseded values are not recommended for survey control.
 JE1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1691.See file dsdata.txt to determine how the superseded data were derived.
 JE1691
 JE1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0417240241(NAD 83)
 JE1691_MARKER: DS = TRIANGULATION STATION DISK
 JE1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1691
 JE1691  HISTORY     - Date     Condition        Report By
 JE1691  HISTORY     - 1948     MONUMENTED       CGS
 JE1691  HISTORY     - 1954     GOOD             CGS
 JE1691  HISTORY     - 20031222 MARK NOT FOUND   SKW
 JE1691
 JE1691                          STATION DESCRIPTION
 JE1691
 JE1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1691'THE STATION IS LOCATED IN THE NORTH EDGE OF GARNETT ON THE GROUNDS
 JE1691'OF THE CITY PARK.  IT IS ABOUT 300 FEET SOUTH OF THE SOFT BALL
 JE1691'DIAMOND, 250 FEET NORTH-NORTHEAST OF THE ENTRANCE TO THE PARK,
 JE1691'90 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD INTO THE PARK,
 JE1691'60 FEET EAST OF SINGLE WIRE FENCE LINE ON WEST SIDE OF PARKING
 JE1691'AREA, 20 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL SHED AND
 JE1691'20 FEET NORTH OF A 12 INCH CEDAR TREE.  IT IS STAMPED GARNETT
 JE1691'1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE1691'
 JE1691'REFERENCE MARK NO 1 IS WEST-SOUTHWEST OF THE STATION, 30 FEET EAST
 JE1691'OF THE CENTER OF THE NORTH-SOUTH ROAD INTO PARK AND 2 FEET
 JE1691'NORTHEAST OF FENCE CORNER.  IT IS STAMPED GARNETT NO 1 1948 AND
 JE1691'SET FLUSH WITH THE GROUND SURFACE.
 JE1691'
 JE1691'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 30 FEET
 JE1691'EAST OF THE CENTER OF THE NORTH-SOUTH ROAD INTO PARK, 5 FEET NORTH
 JE1691'OF NORTH END OF GATE INTO PARKING AREA AND 1 FOOT EAST OF SINGLE
 JE1691'WIRE FENCE LINE.  IT IS STAMPED GARNETT NO 2 1948 AND SET FLUSH
 JE1691'WITH THE GROUND SURFACE.
 JE1691'
 JE1691'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHEAST OF THE STATION,
 JE1691'SET IN THE NORTHEAST CORNER OF THE SMALL CONCRETE WALK OF THE
 JE1691'SHELTER HOUSE ON THE GOLF COURSE.  IT IS ON THE SOUTH SIDE OF THE
 JE1691'SHELTER HOUSE, 15 FEET NORTH OF THE CENTER OF THE DRIVEWAY AROUND
 JE1691'HOUSE.  IT IS STAMPED GARNETT 1948 AND SET FLUSH WITH THE
 JE1691'CONCRETE SURFACE.  TO REACH FROM THE STATION, GO NORTH ON MAIN
 JE1691'TRAVELED ROAD FOR 0.5 MILE TO SIDE ROAD RIGHT LEADING TO
 JE1691'SHELTER HOUSE, TURN RIGHT AND GO EAST FOR 0.15 MILE TO THE
 JE1691'MARK AS DESCRIBED ON THE NORTH SIDE OF ROAD.
 JE1691'
 JE1691'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT HOUSE
 JE1691'IN GARNETT, GO NORTH ON OAK STREET FOR 0.5 MILE TO END OF STREET,
 JE1691'TURN RIGHT AND GO EAST FOR 0.15 MILE TO ENTRANCE TO CITY PARK,
 JE1691'TURN LEFT INTO PARK AND GO NORTH ABOUT 250 FEET TO THE STATION ON
 JE1691'THE EAST SIDE AS DESCRIBED.
 JE1691'
 JE1691'A 74 FOOT SIGNAL AT STATION GLENLOCK IS VISIBLE AT 20 FEET
 JE1691'
 JE1691'A 74 FOOT SIGNAL AT STATION TAPLEY IS VISIBLE AT 4 FEET
 JE1691'
 JE1691'A 74 FOOT SIGNAL AT STATION TAPLEY IS VISIBLE AT 4 FEET
 JE1691'
 JE1691'A 74 FOOT SIGNAL AT STATION POTTA IS VISIBLE AT 4 FEET
 JE1691'
 JE1691'A 74 FOOT SIGNAL AT STATION WATOMIE IS VISIBLE AT 4 FEET
 JE1691'
 JE1691'A 74 FOOT SIGNAL AT STATION BEACON R IS VISIBLE AT 20 FEET
 JE1691'
 JE1691'A 74 FOOT SIGNAL AT STATION SUGAR IS VISIBLE AT 20 FEET
 JE1691'
 JE1691'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1691
 JE1691                          STATION RECOVERY (1954)
 JE1691
 JE1691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 JE1691'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JE1691'GOOD CONDITION.  THE NORTH WALL OF A NEW NATIONAL GUARD ARMORY
 JE1691'WHICH IS TO BE BUILT IN THE CITY PARK AT GARNETT WILL FALL OVER
 JE1691'THE STATION MARK SITE.  THIS MARK WAS MOVED AT THE REQUEST OF MR.
 JE1691'GREENE, THE CITY ENGINEER.  FOR DETAILS, SEE THE DESCRIPTION OF
 JE1691'GARNETT 2.
 JE1691
 JE1691                          STATION RECOVERY (2003)
 JE1691
 JE1691'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC)
 JE1691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1692 ***********************************************************************
 JE1692  DESIGNATION -  GARNETT 2
 JE1692  PID         -  JE1692
 JE1692  STATE/COUNTY-  KS/ANDERSON
 JE1692  USGS QUAD   -  GARNETT EAST (1983)
 JE1692
 JE1692                         *CURRENT SURVEY CONTROL
 JE1692  ___________________________________________________________________
 JE1692* NAD 83(1997)-  38 17 20.35199(N)    095 14 20.76911(W)     ADJUSTED  
 JE1692* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 JE1692  ___________________________________________________________________
 JE1692  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JE1692  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JE1692
 JE1692  HORZ ORDER  -  THIRD
 JE1692
 JE1692.The horizontal coordinates were established by classical geodetic methods
 JE1692.and adjusted by the National Geodetic Survey in October 1998..
 JE1692.No horizontal observational check was made to the station.
 JE1692
 JE1692.The orthometric height was scaled from a topographic map.
 JE1692
 JE1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1692
 JE1692.The geoid height was determined by GEOID03.
 JE1692
 JE1692;                    North         East     Units Scale Factor Converg.
 JE1692;SPC KS S     -   585,043.713   685,214.597   MT  0.99995687   +2 00 14.1
 JE1692;UTM  15      - 4,240,251.100   304,175.046   MT  1.00007229   -1 23 16.3
 JE1692
 JE1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1692!SPC KS S     -   0.99995440  x   0.99995687  =   0.99991128
 JE1692!UTM  15      -   0.99995440  x   1.00007229  =   1.00002669
 JE1692
 JE1692:                Primary Azimuth Mark                     Grid Az
 JE1692:SPC KS S     -  GARNETT AZ MK                            013 58 02.1
 JE1692:UTM  15      -  GARNETT AZ MK                            017 21 32.5
 JE1692
 JE1692|---------------------------------------------------------------------|
 JE1692| PID    Reference Object                     Distance      Geod. Az  |
 JE1692|                                                           dddmmss.s |
 JE1692| CL5245 GARNETT AZ MK                                      0155816.2 |
 JE1692| JE1691 GARNETT                              10.362 METERS 19558     |
 JE1692| CL5248 GARNETT 2 RM 3                       19.266 METERS 22036     |
 JE1692| CL5246 GARNETT RM 1                         25.756 METERS 23247     |
 JE1692| CL5247 GARNETT RM 2                         34.333 METERS 32838     |
 JE1692|---------------------------------------------------------------------|
 JE1692
 JE1692                          SUPERSEDED SURVEY CONTROL
 JE1692
 JE1692  NAD 83(1986)-  38 17 20.35781(N)    095 14 20.76734(W) AD(       ) 3
 JE1692  NAD 27      -  38 17 20.28200(N)    095 14 19.85600(W) AD(       ) 3
 JE1692
 JE1692.Superseded values are not recommended for survey control.
 JE1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1692.See file dsdata.txt to determine how the superseded data were derived.
 JE1692
 JE1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0417540251(NAD 83)
 JE1692_MARKER: DS = TRIANGULATION STATION DISK
 JE1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1692
 JE1692  HISTORY     - Date     Condition        Report By
 JE1692  HISTORY     - 1954     MONUMENTED       CGS
 JE1692  HISTORY     - 1966     GOOD             CGS
 JE1692
 JE1692                          STATION DESCRIPTION
 JE1692
 JE1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GCM)
 JE1692'STATION IS LOCATED IN THE NORTH EDGE OF GARNETT IN THE CITY PARK,
 JE1692'100 YARDS NORTHEAST OF THE SWIMMING POOL, 100 YARDS SOUTH OF A
 JE1692'SOFTBALL DIAMOND, 275 FEET NORTH-NORTHEAST OF THE ENTRANCE TO THE
 JE1692'CITY PARK, 100 FEET EAST OF A NORTH-SOUTH ASPHALT ROAD, 70 FEET
 JE1692'EAST OF A SINGLE WIRE FENCE, 38 FEET NORTH-NORTHEAST OF THE
 JE1692'NORTHWEST CORNER OF THE PROPOSED NEW NATIONAL GUARD ARMORY
 JE1692'BUILDING, AND 33 FEET NORTH OF THE NORTH WALL OF THE SAME
 JE1692'BUILDING.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 JE1692'AND THE DISK IS STAMPED GARNETT 2 1954.
 JE1692'
 JE1692'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE CENTER OF ASPHALT
 JE1692'ROAD AND 2 FEET NORTHEAST OF FENCE CORNER.  THE MARK IS FLUSH THE
 JE1692'SURFACE OF THE GROUND AND THE DISK IS STAMPED GARNETT NO 1 1948.
 JE1692'
 JE1692'REFERENCE MARK NO. 2 IS 30 FEET EAST OF THE CENTER OF ASPHALT ROAD,
 JE1692'5 FEET NORTH OF THE NORTH END OF GATE INTO PARKING AREA, AND 1
 JE1692'FOOT EAST OF A SINGLE WIRE FENCE.  THE IS FLUSH WITH THE SURFACE
 JE1692'OF THE GROUND AND THE DISK IS STAMPED GARNETT NO 2 1948.
 JE1692'
 JE1692'AZIMUTH MARK IS IN THE NORTHEAST CORNER OF A SMALL CONCRETE
 JE1692'PLATFORM FOR THE SOUTH ENTRANCE TO A SHELTER HOUSE ON THE GOLF
 JE1692'COURSE AND 15 FEET NORTH OF THE CENTER OF DRIVEWAY TO THE SHELTER
 JE1692'HOUSE.  THE MARK IS SET IN A DRILLHOLE IN THE CONCRETE PLATFORM
 JE1692'AND THE DISK IS STAMPED GARNETT 1948.
 JE1692'
 JE1692'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURT HOUSE
 JE1692'SQUARE IN GARNETT, GO NORTH ON OAK STREET FOR 0.5 MILE TO THE END
 JE1692'OF THE STREET.  TURN RIGHT AND GO EAST FOR 0.15 MILE TO THE
 JE1692'ENTRANCE TO THE CITY PARK AND THE STATION AS DESCRIBED.
 JE1692'
 JE1692'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON AN
 JE1692'ASPHALT ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 JE1692'GO EAST ON TRACK ROAD FOR 0.15 MILE TO THE SHELTER HOUSE AND
 JE1692'THE AZIMUTH MARK.
 JE1692'
 JE1692'NOTE- AN ADDITIONAL REFERENCE MARK WAS NOT ESTABLISHED AT THIS
 JE1692'TIME BECAUSE THE AREA IS A PARK AREA AND THE TWO OLD REFERENCE
 JE1692'MARKS FORM A GOOD TRIANGLE WITH THE NEW STATION, GARNETT 2 1954.
 JE1692'
 JE1692'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE1692
 JE1692                          STATION RECOVERY (1966)
 JE1692
 JE1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JE1692'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 JE1692'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 JE1692'DESTROYED WHEN A DRIVEWAY WAS PAVED LEADING TO THE ARMORY.  THE
 JE1692'DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE 0.05 FEET LONGER
 JE1692'THAN THE 1954 DISTANCE, THE DIRECTION WAS VERIFIED.
 JE1692'
 JE1692'THE 1954 TO REACH THE STATION WAS FOUND ADEQUATE, AND THE AZIMUTH
 JE1692'MARK WAS RECOVERED AS DESCRIBED IN 1954.
 JE1692'
 JE1692'REFERENCE MARK NO. 3 WAS SET.
 JE1692'
 JE1692'FOLLOWING ARE CORRECTED NOTES FOR THE STATION MARK, ADDITIONAL
 JE1692'NOTES FOR REFERENCE MARK NO. 2 AND A DESCRIPTION FOR REFERENCE
 JE1692'MARK NO. 3.
 JE1692'
 JE1692'THE STATION MARK, A STANDARD DISK STAMPED GARNETT 2 1954, IS SET
 JE1692'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 3 INCHES BELOW THE
 JE1692'SURFACE OF THE GROUND.  IT IS INSIDE A FENCED AREA USED FOR
 JE1692'PARKING NATIONAL GUARD VEHICLES, 47.5 FEET NORTHEAST OF THE
 JE1692'NORTHWEST CORNER OF THE NATIONAL GUARD ARMORY, 40.8 FEET NORTH OF
 JE1692'THE NORTH SIDE OF THE ARMORY, AND 24.5 FEET EAST OF A STEEL
 JE1692'FENCE.
 JE1692'
 JE1692'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GARNETT 1948, IS SET
 JE1692'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 JE1692'SURFACE OF THE GROUND.  IT IS 43.5 FEET NORTHWEST OF THE NORTHWEST
 JE1692'CORNER OF THE STEEL FENCE, 31 FEET EAST OF THE CENTER LINE OF A
 JE1692'STREET, AND 1 FOOT EAST OF A CONCRETE CURB.
 JE1692'
 JE1692'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GARNETT 2 NO. 3 1954,
 JE1692'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF THE DRIVEWAY
 JE1692'AT THE NORTHWEST CORNER OF THE ARMORY.  IT IS 57.5 FEET EAST OF
 JE1692'THE CENTER LINE OF THE STREET, 18 FEET SOUTHWEST OF THE NORTHWEST
 JE1692'CORNER OF THE ARMORY, AND 0.5 FEET SOUTH OF THE NORTH EDGE OF
 JE1692'THE CONCRETE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1690 ***********************************************************************
 JE1690  DESIGNATION -  GARNETT ANDERSON CO CTHSE FLAG
 JE1690  PID         -  JE1690
 JE1690  STATE/COUNTY-  KS/ANDERSON
 JE1690  USGS QUAD   -  GARNETT EAST (1983)
 JE1690
 JE1690                         *CURRENT SURVEY CONTROL
 JE1690  ___________________________________________________________________
 JE1690* NAD 83(1997)-  38 16 49.38843(N)    095 14 28.95436(W)     ADJUSTED  
 JE1690* NAVD 88     -                                                        
 JE1690  ___________________________________________________________________
 JE1690  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 JE1690  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JE1690
 JE1690  HORZ ORDER  -  THIRD
 JE1690
 JE1690.The horizontal coordinates were established by classical geodetic methods
 JE1690.and adjusted by the National Geodetic Survey in October 1998..
 JE1690
 JE1690
 JE1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1690
 JE1690.The geoid height was determined by GEOID03.
 JE1690
 JE1690;                    North         East     Units Scale Factor Converg.
 JE1690;SPC KS S     -   584,082.659   685,049.171   MT  0.99995591   +2 00 09.1
 JE1690;UTM  15      - 4,239,301.406   303,953.027   MT  1.00007336   -1 23 20.4
 JE1690
 JE1690                          SUPERSEDED SURVEY CONTROL
 JE1690
 JE1690  NAD 83(1986)-  38 16 49.39486(N)    095 14 28.95215(W) AD(       ) 4
 JE1690  NAD 27      -  38 16 49.32100(N)    095 14 28.04000(W) AD(       ) 3
 JE1690
 JE1690.Superseded values are not recommended for survey control.
 JE1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1690.See file dsdata.txt to determine how the superseded data were derived.
 JE1690
 JE1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0395339301(NAD 83)
 JE1690_MARKER: 83 = FLAGSTAFF
 JE1690
 JE1690  HISTORY     - Date     Condition        Report By
 JE1690  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1690  HISTORY     - 20050802 GOOD             GEOCAC
 JE1690
 JE1690                          STATION DESCRIPTION
 JE1690
 JE1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1690'LOCATED IN THE CENTER OF THE SQUARE, WITH EAST FIFTH STREET
 JE1690'ON THE SOUTH SIDE AND SOUTH OAK STREET ON THE WEST SIDE.
 JE1690'
 JE1690'IT IS A RED BRICK BUILDING WITH THE FLAGSTAFF ON TOP OF THE
 JE1690'SPIRE ON THE CENTER TOP OF THE BUILDING.  THE POINT OBSERVED
 JE1690'UPON WAS THE FLAGSTAFF.
 JE1690
 JE1690                          STATION RECOVERY (2005)
 JE1690
 JE1690'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1690' 
 JE1690' 
 JE1690' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1694 ***********************************************************************
 JE1694  DESIGNATION -  GARNETT MUNICIPAL TANK
 JE1694  PID         -  JE1694
 JE1694  STATE/COUNTY-  KS/ANDERSON
 JE1694  USGS QUAD   -  GARNETT EAST (1983)
 JE1694
 JE1694                         *CURRENT SURVEY CONTROL
 JE1694  ___________________________________________________________________
 JE1694* NAD 83(1997)-  38 17 01.31051(N)    095 14 25.52346(W)     ADJUSTED  
 JE1694* NAVD 88     -                                                        
 JE1694  ___________________________________________________________________
 JE1694  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 JE1694  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JE1694
 JE1694  HORZ ORDER  -  THIRD
 JE1694
 JE1694.The horizontal coordinates were established by classical geodetic methods
 JE1694.and adjusted by the National Geodetic Survey in October 1998..
 JE1694
 JE1694
 JE1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1694
 JE1694.The geoid height was determined by GEOID03.
 JE1694
 JE1694;                    North         East     Units Scale Factor Converg.
 JE1694;SPC KS S     -   584,452.936   685,119.655   MT  0.99995628   +2 00 11.2
 JE1694;UTM  15      - 4,239,666.907   304,045.303   MT  1.00007291   -1 23 18.6
 JE1694
 JE1694                          SUPERSEDED SURVEY CONTROL
 JE1694
 JE1694  NAD 83(1986)-  38 17 01.31689(N)    095 14 25.52130(W) AD(       ) 4
 JE1694  NAD 27      -  38 17 01.24400(N)    095 14 24.60800(W) AD(       ) 3
 JE1694
 JE1694.Superseded values are not recommended for survey control.
 JE1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1694.See file dsdata.txt to determine how the superseded data were derived.
 JE1694
 JE1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0404539667(NAD 83)
 JE1694_MARKER: 53 = ELEVATED TANK
 JE1694
 JE1694  HISTORY     - Date     Condition        Report By
 JE1694  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1694  HISTORY     - 20050802 GOOD             GEOCAC
 JE1694
 JE1694                          STATION DESCRIPTION
 JE1694
 JE1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1694'LOCATED IN THE NORTH CENTER SECTION OF TOWN, 3 BLOCKS
 JE1694'NORTH-NORTHEAST OF THE COURTHOUSE, 100 FEET WEST OF THE RAILROAD
 JE1694'TRACKS, 1/2 BLOCK NORTH OF EAST SECOND STREET AND 1 BLOCK EAST OF
 JE1694'SOUTH OAK STREET.
 JE1694'
 JE1694'IT IS A 6-LEGGED STEEL STRUCTURE SUPPORTING A SQUAT-TYPE TANK AND
 JE1694'IS PAINTED SILVER.  THE HEIGHT IS ABOUT 140 FEET AND THE POINT
 JE1694'OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
 JE1694
 JE1694                          STATION RECOVERY (2005)
 JE1694
 JE1694'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1694'THE STRUCTURE NOW HAS BLACK LEGS, A WHITE TANK, A BLACK ROOF AND RED
 JE1694'LETTERS ON THE NORTH AND SOUTH SIDES OF THE TANK.
 JE1694' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1707 ***********************************************************************
 JE1707  DESIGNATION -  GARNETT ST HWY PATROL RAD MAST
 JE1707  PID         -  JE1707
 JE1707  STATE/COUNTY-  KS/ANDERSON
 JE1707  USGS QUAD   -  WELDA (1966)
 JE1707
 JE1707                         *CURRENT SURVEY CONTROL
 JE1707  ___________________________________________________________________
 JE1707* NAD 83(1997)-  38 10 55.74425(N)    095 16 20.01510(W)     ADJUSTED  
 JE1707* NAVD 88     -                                                        
 JE1707  ___________________________________________________________________
 JE1707  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 JE1707  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JE1707
 JE1707  HORZ ORDER  -  THIRD
 JE1707
 JE1707.The horizontal coordinates were established by classical geodetic methods
 JE1707.and adjusted by the National Geodetic Survey in October 1998..
 JE1707
 JE1707
 JE1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1707
 JE1707.The geoid height was determined by GEOID03.
 JE1707
 JE1707;                    North         East     Units Scale Factor Converg.
 JE1707;SPC KS S     -   573,091.742   682,729.024   MT  0.99994654   +1 59 00.8
 JE1707;UTM  15      - 4,228,465.516   300,986.625   MT  1.00008781   -1 24 18.2
 JE1707
 JE1707                          SUPERSEDED SURVEY CONTROL
 JE1707
 JE1707  NAD 83(1997)-  38 10 55.75015(N)    095 16 20.01446(W) AD(       ) 4
 JE1707  NAD 83(1986)-  38 10 55.75038(N)    095 16 20.01211(W) AD(       ) 4
 JE1707  NAD 27      -  38 10 55.66200(N)    095 16 19.09900(W) AD(       ) 3
 JE1707
 JE1707.Superseded values are not recommended for survey control.
 JE1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1707.See file dsdata.txt to determine how the superseded data were derived.
 JE1707
 JE1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0098728466(NAD 83)
 JE1707_MARKER: 42 = RADIO/TV MAST
 JE1707
 JE1707  HISTORY     - Date     Condition        Report By
 JE1707  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1707  HISTORY     - 1948     POOR             CGS
 JE1707
 JE1707                          STATION DESCRIPTION
 JE1707
 JE1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1707'LOCATED ABOUT 2 MILES NORTHEAST OF WELDA AND 6 MILES SOUTH OF
 JE1707'GARNETT IN ABOUT THE CENTER OF A FENCED IN ENCLOSURE.  IT IS 127
 JE1707'FEET WEST OF THE NORTH-SOUTH FENCE AND 106 FEET NORTH OF
 JE1707'THE EAST-WEST FENCE, JUST WEST OF A SMALL BRICK BUILDING.
 JE1707'
 JE1707'THE MAST IS PAINTED ALTERNATELY RED AND WHITE, TYPE 78,
 JE1707'HEIGHT 145 FEET.
 JE1707'
 JE1707'TO REACH FROM THE MISSOURI PACIFIC UNDERPASS ON U.S. HIGHWAY 59
 JE1707'AT THE SOUTH EDGE OF GARNETT, GO SOUTH ON U.S. 59 FOR 6.3
 JE1707'MILES TO A CROSSROAD, TURN RIGHT AND GO 0.6 MILE TO A SIDE
 JE1707'ROAD LEFT, TURN LEFT FOR 0.1 MILE TO THE MAST AS DESCRIBED.
 JE1707'
 JE1707'THIS MAST IS CONNECTED WITH TRIANGULATION STATION WELDA
 JE1707'BY TRAVERSE AND DIRECTION.
 JE1707
 JE1707                          STATION RECOVERY (1948)
 JE1707
 JE1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1707'THE ABOVE RADIO MAST HAS BEEN REMOVED, BUT THE FOUNDATION
 JE1707'REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1634 ***********************************************************************
 JF1634  CBN         -  This is a Cooperative Base Network Control Station.
 JF1634  DESIGNATION -  GARRISON
 JF1634  PID         -  JF1634
 JF1634  STATE/COUNTY-  KS/SALINE
 JF1634  USGS QUAD   -  CULVER (1978)
 JF1634
 JF1634                         *CURRENT SURVEY CONTROL
 JF1634  ___________________________________________________________________
 JF1634* NAD 83(1997)-  38 55 35.77628(N)    097 47 42.05898(W)     ADJUSTED  
 JF1634* NAVD 88     -       449.5    (meters)    1475.     (feet)  GPS OBS   
 JF1634  ___________________________________________________________________
 JF1634  X           -    -673,912.540 (meters)                     COMP
 JF1634  Y           -  -4,922,866.028 (meters)                     COMP
 JF1634  Z           -   3,986,246.771 (meters)                     COMP
 JF1634  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 JF1634  ELLIP HEIGHT-         422.08  (meters)          (08/12/03) GPS OBS
 JF1634  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 JF1634
 JF1634  HORZ ORDER  -  A
 JF1634  ELLP ORDER  -  FOURTH    CLASS I
 JF1634
 JF1634.The horizontal coordinates were established by GPS observations
 JF1634.and adjusted by the National Geodetic Survey in August 2003..
 JF1634
 JF1634.The orthometric height was determined by GPS observations and a
 JF1634.high-resolution geoid model.
 JF1634
 JF1634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF1634
 JF1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1634
 JF1634.The ellipsoidal height was determined by GPS observations
 JF1634.and is referenced to NAD 83.
 JF1634
 JF1634.The geoid height was determined by GEOID03.
 JF1634
 JF1634;                    North         East     Units Scale Factor Converg.
 JF1634;SPC KS N     -    65,879.509   417,774.825   MT  0.99997276   +0 07 46.9
 JF1634;UTM  14      - 4,309,322.037   604,450.995   MT  0.99973434   +0 45 25.9
 JF1634
 JF1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1634!SPC KS N     -   0.99993378  x   0.99997276  =   0.99990654
 JF1634!UTM  14      -   0.99993378  x   0.99973434  =   0.99966814
 JF1634
 JF1634|---------------------------------------------------------------------|
 JF1634| PID    Reference Object                     Distance      Geod. Az  |
 JF1634|                                                           dddmmss.s |
 JF1634| CL5250 GARRISON RM 1                         7.986 METERS 07746     |
 JF1634| CL5251 GARRISON RM 2                         8.206 METERS 25743     |
 JF1634| CL5249 GARRISON AZ MK                                     2933304.7 |
 JF1634| KF0897 TESCOTT MUNICIPAL TANK              APPROX.11.5 KM 3231116.2 |
 JF1634|---------------------------------------------------------------------|
 JF1634
 JF1634                          SUPERSEDED SURVEY CONTROL
 JF1634
 JF1634  NAD 83(1997)-  38 55 35.77619(N)    097 47 42.06672(W) AD(       ) 3
 JF1634  NAD 83(1986)-  38 55 35.78724(N)    097 47 42.06626(W) AD(       ) 3
 JF1634  NAD 27      -  38 55 35.77700(N)    097 47 40.92000(W) AD(       ) 3
 JF1634
 JF1634.Superseded values are not recommended for survey control.
 JF1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1634.See file dsdata.txt to determine how the superseded data were derived.
 JF1634
 JF1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ0445109322(NAD 83)
 JF1634_MARKER: DS = TRIANGULATION STATION DISK
 JF1634_SETTING: 66 = SET IN ROCK OUTCROP
 JF1634_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 JF1634_STAMPING: GARRISON 1950
 JF1634_MARK LOGO: CGS   
 JF1634_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF1634+STABILITY: POSITION/ELEVATION WELL
 JF1634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1634+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 JF1634
 JF1634  HISTORY     - Date     Condition        Report By
 JF1634  HISTORY     - 1950     MONUMENTED       CGS
 JF1634  HISTORY     - 20021010 GOOD             NGS
 JF1634
 JF1634                          STATION DESCRIPTION
 JF1634
 JF1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JF1634'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH AND 4.25 MILES EAST
 JF1634'OF TESCOTT AND ABOUT 3.0 MILES SOUTH AND 2.0 MILES WEST OF
 JF1634'CULVER ON THE SUMMIT OF A HIGH ROCKY HILL.  IT IS NEAR THE
 JF1634'CENTER OF THE TOP OF HILL, 10 FEET EAST OF A WITNESS POST, AND
 JF1634'IS STAMPED GARRISON 1950.
 JF1634'
 JF1634'REFERENCE MARK NO. 1 IS ON ABOUT THE SAME ELEVATION AS THE STATION
 JF1634'AND IS STAMPED GARRISON NO 1 1950.
 JF1634'
 JF1634'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 JF1634'STATION, 17 FEET WEST OF A WITNESS POST AND IS STAMPED GARRISON
 JF1634'NO 2 1950.
 JF1634'
 JF1634'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 53.13 FEET.
 JF1634'
 JF1634'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 20 FEET SOUTH OF THE
 JF1634'CENTER OF AN EAST-WEST ROAD, 12 FEET WEST OF THE CENTER OF
 JF1634'DRIVEWAY INTO FARMYARD, 2 FEET SOUTHEAST OF A TELEPHONE POLE
 JF1634'AND 2 FEET NORTH OF A WITNESS POST.  IT IS STAMPED GARRISON
 JF1634'1950 AND PROJECTS 3 INCHES.
 JF1634'
 JF1634'TO REACH THE STATION FROM THE CROSSROAD AT THE STEVENS OIL COMPANY
 JF1634'IN THE NORTHWEST EDGE OF CULVER, GO SOUTH ON GRAVELED ROAD FOR
 JF1634'3.65 MILES TO A T ROAD RIGHT.  TURN RIGHT AND GO WEST, NORTHWEST
 JF1634'AND WEST ON DIRT ROAD FOR 2.1 MILES TO A CROSSROAD AND A
 JF1634'SCHOOLHOUSE IN THE SOUTHEAST ANGLE.  (CONTINUE STRAIGHT AHEAD,
 JF1634'WEST, FOR 0.2 MILE TO A DRIVEWAY INTO FARMYARD AND AZIMUTH MARK
 JF1634'ON LEFT AS DESCRIBED.) TURN LEFT AND GO SOUTH FOR 0.05 MILE TO
 JF1634'A WIRE GATE ON LEFT JUST SOUTHWEST OF SCHOOLHOUSE, PASS THROUGH
 JF1634'GATE AND GO SOUTHEAST ACROSS PASTURE FOR 0.3 MILE TO HIGHEST
 JF1634'POINT OF HILL AND STATION AS DESCRIBED.
 JF1634'
 JF1634'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1634
 JF1634                          STATION RECOVERY (2002)
 JF1634
 JF1634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 JF1634'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTHWEST OF SALINA,
 JF1634'9.7 KM (6.0 MI) SOUTH
 JF1634'OF CULVER, 7.2 KM (4.5 MI) NORTH-NORTHWEST OF HEDVILLE, ON THE SUMMIT
 JF1634'AND NEAR THE
 JF1634'CENTER OF THE WEST ONE OF TWO PROMINENT HIGH ROCKY HILLS LOCALLY KNOWN
 JF1634'AS THE TWIN
 JF1634'MOUNDS, AND NEAR THE NORTHWEST QUARTER OF SECTION 17, T 13 S, R 4 W.
 JF1634'OWNERSHIP--GLEN
 JF1634'KISSICK, 8605 WEST HUMBARGAR ROAD, CULVER KS. (RESIDENCE IS
 JF1634'APPROXIMATELY ONE MILE
 JF1634'NORTH FROM STATION)
 JF1634' 
 JF1634'TO REACH THE STATION FROM THE HEDVILLE-CULVER ROAD INTERCHANGE AND
 JF1634'INTERSTATE
 JF1634'HIGHWAY 70 (EXIT 244), ABOUT 12.9 KM (8.0 MI) WEST FROM SALINA, GO
 JF1634'NORTH ON THE PAVED ROAD
 JF1634'(HEDVILLE ROAD) FOR 4.0 KM (2.5 MI) TO A GRAVEL CROSSROAD (SHIPTON
 JF1634'RD).  TURN LEFT AND GO
 JF1634'WEST ON THE GRAVEL ROAD FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF A
 JF1634'GRAVEL ROAD ON
 JF1634'THE RIGHT (POWERS RD).  TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR
 JF1634'1.6 KM (1.0 MI) TO
 JF1634'THE JUNCTION OF A GRAVEL ROAD ON THE LEFT (LOCKARD RD).  TURN LEFT AND
 JF1634'GO WEST ON THE
 JF1634'GRAVEL ROAD FOR 0.8 KM (0.5 MI) TO A CATTLE CORRAL ON THE RIGHT AND A
 JF1634'WIRE GATE ON THE
 JF1634'LEFT.  TURN LEFT, PASS THROUGH GATE, AND GO SOUTHWEST ACROSS PASTURE
 JF1634'ON A DIM TRACK
 JF1634'ROAD, WINDING WAY TO THE TOP OF THE WEST ONE OF THE TWO PROMINENT
 JF1634'ROCKY MOUNDS AND
 JF1634'THE STATION.
 JF1634' 
 JF1634'THE STATION IS A STANDARD CGS TRIANGULATION  STATION DISK SET IN A
 JF1634'DRILL HOLE IN ROCK
 JF1634'OUTCROP.
 JF1634' 
 JF1634' 
 JF1634' 
 JF1634' 
 JF1634' 
 JF1634'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1053 ***********************************************************************
 KF1053  DESIGNATION -  GARRISON
 KF1053  PID         -  KF1053
 KF1053  STATE/COUNTY-  KS/RILEY
 KF1053  USGS QUAD   -  OLSBURG SW (1978)
 KF1053
 KF1053                         *CURRENT SURVEY CONTROL
 KF1053  ___________________________________________________________________
 KF1053* NAD 83(1997)-  39 20 56.38513(N)    096 41 50.06881(W)     ADJUSTED  
 KF1053* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 KF1053  ___________________________________________________________________
 KF1053  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 KF1053  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 KF1053
 KF1053  HORZ ORDER  -  THIRD
 KF1053
 KF1053.The horizontal coordinates were established by classical geodetic methods
 KF1053.and adjusted by the National Geodetic Survey in October 1998..
 KF1053
 KF1053.The orthometric height was scaled from a topographic map.
 KF1053
 KF1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1053
 KF1053.The geoid height was determined by GEOID03.
 KF1053
 KF1053;                    North         East     Units Scale Factor Converg.
 KF1053;SPC KS N     -   113,558.375   512,288.254   MT  0.99995832   +0 49 27.4
 KF1053;UTM  14      - 4,358,035.169   698,427.237   MT  1.00008481   +1 27 37.9
 KF1053
 KF1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1053!SPC KS N     -   0.99994232  x   0.99995832  =   0.99990064
 KF1053!UTM  14      -   0.99994232  x   1.00008481  =   1.00002712
 KF1053
 KF1053|---------------------------------------------------------------------|
 KF1053| PID    Reference Object                     Distance      Geod. Az  |
 KF1053|                                                           dddmmss.s |
 KF1053| CL6554 GARRISON RM 1                        15.548 METERS 09437     |
 KF1053| CL6556 GARRISON RM 3                        18.791 METERS 25336     |
 KF1053| CL6553 GARRISON AZ MK RESET                               2823541.8 |
 KF1053| CL6552 GARRISON AZ MK                                     3001423.0 |
 KF1053| CL6555 GARRISON RM 2                         9.745 METERS 33308     |
 KF1053|---------------------------------------------------------------------|
 KF1053
 KF1053                          SUPERSEDED SURVEY CONTROL
 KF1053
 KF1053  NAD 83(1997)-  39 20 56.39119(N)    096 41 50.06687(W) AD(       ) 3
 KF1053  NAD 83(1986)-  39 20 56.39160(N)    096 41 50.06640(W) AD(       ) 3
 KF1053  NAD 27      -  39 20 56.41100(N)    096 41 49.04500(W) AD(       ) 3
 KF1053
 KF1053.Superseded values are not recommended for survey control.
 KF1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1053.See file dsdata.txt to determine how the superseded data were derived.
 KF1053
 KF1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9842758035(NAD 83)
 KF1053_MARKER: DS = TRIANGULATION STATION DISK
 KF1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1053
 KF1053  HISTORY     - Date     Condition        Report By
 KF1053  HISTORY     - 1947     MONUMENTED       CGS
 KF1053  HISTORY     - 1965     GOOD             CGS
 KF1053
 KF1053                          STATION DESCRIPTION
 KF1053
 KF1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1053'THE STATION IS LOCATED ABOUT 7.5 MILES NORTHEAST OF RILEY, 4 MILES
 KF1053'NORTHWEST OF STOCKDALE AND 2 MILES SOUTH OF GARRISON.  IT IS 16.5
 KF1053'FEET SOUTH OF THE CENTER OF A DIRT TRACK ROAD AND 4.5 FEET NORTH
 KF1053'OF AN EAST-WEST FENCE LINE.  IT IS 4 FEET NORTH OF A 4-INCH
 KF1053'SQUARE WHITE WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED
 KF1053'GARRISON 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KF1053'
 KF1053'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF THE CENTER OF A DIRT
 KF1053'TRACK ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND ABOUT
 KF1053'1.5 FEET LOWER THAN THE STATION.  IT IS STAMPED GARRISON
 KF1053'NO 1 1947 AND PROJECTS 7 INCHES.
 KF1053'
 KF1053'REFERENCE MARK NO. 2 IS 13.5 FEET NORTH OF THE CENTER OF A DIRT
 KF1053'TRACK ROAD, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE AND IS ABOUT
 KF1053'1.5 FEET HIGHER THAN THE STATION.  IT IS STAMPED GARRISON NO 2
 KF1053'1947 AND PROJECTS 6 INCHES.
 KF1053'
 KF1053'AZIMUTH MARK IS 14.5 FEET NORTH OF THE CENTER OF A DIRT TRACK
 KF1053'ROAD, 1.5 FEET SOUTH OF A FENCE LINE AND 2 FEET EAST OF A 4-INCH
 KF1053'SQUARE WHITE WOODEN WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED
 KF1053'GARRISON 1947 AND PROJECTS 5 INCHES.
 KF1053'
 KF1053'TO REACH THE STATION FROM STOCKDALE, 10 MILES NORTH OF MANHATTAN,
 KF1053'GO NORTH ON STATE HIGHWAY 13 FOR 3.5 MILES TO A TRACK ROAD LEFT,
 KF1053'AND A STONE HOUSE AND RED BARN ON THE RIGHT.  TURN LEFT ON
 KF1053'TRACK ROAD AND GO ABOUT 30 YARDS, TURN RIGHT AND GO 0.75 MILE TO
 KF1053'THE STATION ON THE LEFT AS DESCRIBED.
 KF1053'
 KF1053'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE ON TRACK ROAD
 KF1053'FOR 0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 KF1053'
 KF1053'A 4 FOOT SIGNAL AT MC INTIRE IS V.G.
 KF1053'
 KF1053'A 47 FOOT SIGNAL AT KEATS IS V.G.
 KF1053'
 KF1053'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KF1053
 KF1053                          STATION RECOVERY (1965)
 KF1053
 KF1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1053'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF1053'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DUE TO ROAD
 KF1053'CONSTRUCTION IT WAS NECESSARY TO ESTABLISH A NEW REFERENCE MARK
 KF1053'AND AN AZIMUTH MARK.  THE ORIGINAL AZIMUTH MARK AND REFERENCE
 KF1053'MARK NO. 2 WERE DESTROYED.
 KF1053'
 KF1053'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTHEAST OF RANDOLPH AND
 KF1053'7.5 MILES NORTHEAST OF RILEY AND 1/2 MILE WEST OF THE TUTTLE
 KF1053'CREEK RESERVOIR, 126 FEET EAST-SOUTHEAST OF A T-ROAD JUNCTION, 74
 KF1053'FEET NORTHEAST OF A POWER LINE POLE, 54 FEET SOUTH OF CENTER
 KF1053'LINE OF THE NEW PROPOSED ROAD, 7 FEET SOUTH OF BANK OF OLD ROAD
 KF1053'AND 1.5 FOOT WEST OF A METAL WITNESS POST.  A STANDARD DISK,
 KF1053'STAMPED GARRISON 1947, SET IN THE TOP OF A CONCRETE MONUMENT
 KF1053'FLUSH WITH THE GROUND.
 KF1053'
 KF1053'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF THE BANK OF THE OLD
 KF1053'ROAD.  A STANDARD DISK, STAMPED, GARRISON NO 1 1947, IN THE TOP
 KF1053'OF A CONCRETE MONUMENT PROJECTING 5-INCHES ABOVE THE GROUND.
 KF1053'
 KF1053'REFERENCE MARK NO. 3 IS 99 FEET SOUTHEAST OF THE T-ROAD JUNCTION,
 KF1053'12 FEET EAST OF A POWER LINE POLE.  A STANDARD DISK, STAMPED,
 KF1053'GARRISON NO 3 1965, IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 KF1053'8 INCHES.
 KF1053'
 KF1053'AZIMUTH MARK IS 0.2 MILE WEST OF THE STATION, 51 FEET
 KF1053'SOUTH-SOUTHWEST OF CENTER LINE OF THE ROAD, 95 FEET EAST OF THE
 KF1053'SHORT SECTION OF THE OLD NORTH-SOUTH ROAD AND 1 FOOT WEST
 KF1053'OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED, GARRISON
 KF1053'RESET 1965, IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 KF1053'8-INCHES ABOVE GROUND.
 KF1053'
 KF1053'TO REACH THE STATION FROM RANDOLPH, GO SOUTH ON HIGHWAYS
 KF1053'77 AND 177 FOR 1.2 MILES TO THEIR JUNCTION, CONTINUE SOUTH ON
 KF1053'HIGHWAY 177 FOR 5.5 MILES TO A CROSSROAD, TURN LEFT, GO EAST
 KF1053'ON THE MAIN TRAVELED ROAD 3.8 MILES TO THE AZIMUTH MARK ON THE
 KF1053'RIGHT, CONTINUE 0.2 MILE TO A T-ROAD JUNCTION AND STATION.
 KF1053'
 KF1053'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KF1053'
 KF1053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.5 MILES SE
 KF1053'OF RANDOLPH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0666 ***********************************************************************
 KH0666  DESIGNATION -  GARVEY
 KH0666  PID         -  KH0666
 KH0666  STATE/COUNTY-  KS/THOMAS
 KH0666  USGS QUAD   -  BREWSTER SE (1966)
 KH0666
 KH0666                         *CURRENT SURVEY CONTROL
 KH0666  ___________________________________________________________________
 KH0666* NAD 83(1997)-  39 22 00.20217(N)    101 17 11.49026(W)     ADJUSTED  
 KH0666* NAVD 88     -      1009.     (meters)    3310.     (feet)  SCALED    
 KH0666  ___________________________________________________________________
 KH0666  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KH0666  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 KH0666
 KH0666  HORZ ORDER  -  THIRD
 KH0666
 KH0666.The horizontal coordinates were established by classical geodetic methods
 KH0666.and adjusted by the National Geodetic Survey in October 1998..
 KH0666
 KH0666.The orthometric height was scaled from a topographic map.
 KH0666
 KH0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0666
 KH0666.The geoid height was determined by GEOID03.
 KH0666
 KH0666;                    North         East     Units Scale Factor Converg.
 KH0666;SPC KS N     -   119,857.408   116,849.436   MT  0.99995889   -2 04 46.0
 KH0666;UTM  14      - 4,359,967.236   303,021.571   MT  1.00007775   -1 27 02.8
 KH0666
 KH0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0666!SPC KS N     -   0.99984546  x   0.99995889  =   0.99980435
 KH0666!UTM  14      -   0.99984546  x   1.00007775  =   0.99992320
 KH0666
 KH0666:                Primary Azimuth Mark                     Grid Az
 KH0666:SPC KS N     -  LEVANT HBS GRAIN CO ELEVATOR             076 34 09.7
 KH0666:UTM  14      -  LEVANT HBS GRAIN CO ELEVATOR             075 56 26.5
 KH0666
 KH0666|---------------------------------------------------------------------|
 KH0666| PID    Reference Object                     Distance      Geod. Az  |
 KH0666|                                                           dddmmss.s |
 KH0666| KH0650 LEVANT HBS GRAIN CO ELEVATOR        APPROX. 8.2 KM 0742923.7 |
 KH0666| CP8082 GARVEY 2 AZ MK                                     0863432.9 |
 KH0666| CP8080 GARVEY RM 1                          16.175 METERS 08944     |
 KH0666| CP8079 GARVEY AZ MK                                       0901633.2 |
 KH0666| KH0665 GARVEY 2                            117.888 METERS 15759     |
 KH0666| KH0669 BREWSTER MUNICIPAL TANK             APPROX. 7.9 KM 2693214.9 |
 KH0666| CP8081 GARVEY RM 2                          14.286 METERS 27041     |
 KH0666|---------------------------------------------------------------------|
 KH0666
 KH0666                          SUPERSEDED SURVEY CONTROL
 KH0666
 KH0666  NAD 83(1986)-  39 22 00.20324(N)    101 17 11.49163(W) AD(       ) 3
 KH0666  NAD 27      -  39 22 00.19400(N)    101 17 09.91500(W) AD(       ) 3
 KH0666
 KH0666.Superseded values are not recommended for survey control.
 KH0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0666.See file dsdata.txt to determine how the superseded data were derived.
 KH0666
 KH0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ0302259967(NAD 83)
 KH0666_MARKER: DS = TRIANGULATION STATION DISK
 KH0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0666
 KH0666  HISTORY     - Date     Condition        Report By
 KH0666  HISTORY     - 1951     MONUMENTED       CGS
 KH0666  HISTORY     - 1963     GOOD             CGS
 KH0666  HISTORY     - 1965     GOOD             CGS
 KH0666
 KH0666                          STATION DESCRIPTION
 KH0666
 KH0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0666'THE STATION IS LOCATED ABOUT 5.0 MILES WEST-SOUTHWEST OF LEVANT
 KH0666'AND 4.5 MILES EAST OF BREWSTER NEAR THE EDGE OF A CUT BANK OF
 KH0666'THE HIGHWAY AND AT THE NORTH EDGE OF A FIELD.  IT IS ABOUT 0.2
 KH0666'MILE EAST-NORTHEAST OF A LONE WINDMILL, 44.0 FEET SOUTH OF THE
 KH0666'CENTER OF U.S. HIGHWAY NO. 24 AND 2.0 FEET NORTH OF A FENCE.
 KH0666'IT PROJECTS 6 INCHES AND IS STAMPED GARVEY 1951.
 KH0666'
 KH0666'REFERENCE MARK NO. 1 IS LOCATED ON THE EAST SLOPE OF THE HILL
 KH0666'ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT IS 44.0
 KH0666'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 24 AND 2.0 FEET
 KH0666'NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED GARVEY
 KH0666'NO 1 1951.
 KH0666'
 KH0666'REFERENCE MARK NO. 2 IS LOCATED ON THE WEST SLOPE OF THE HILL
 KH0666'ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT IS
 KH0666'44.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 24 AND 2.0
 KH0666'FEET NORTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 KH0666'GARVEY NO 2 1951.
 KH0666'
 KH0666'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0666'NO. 2 IS 100.0 FEET.
 KH0666'
 KH0666'THE AZIMUTH MARK IS LOCATED ON A CUT BANK OF THE HIGHWAY,
 KH0666'59.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 24 AND 5.0
 KH0666'FEET NORTH OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 KH0666'GARVEY 1951.
 KH0666'
 KH0666'TO REACH THE STATION FROM THE POST OFFICE IN BREWSTER, GO
 KH0666'SOUTH ON AN OILED STREET FOR 0.5 MILE TO THE JUNCTION WITH
 KH0666'U.S. HIGHWAY NO. 24.  HERE TURN LEFT AND GO EAST ON U.S. HIGHWAY
 KH0666'NO. 24 FOR 4.9 MILES TO THE TOP OF A HILL AND THE STATION
 KH0666'ON THE RIGHT AT THE TOP OF A CUT BANK AS DESCRIBED.
 KH0666'
 KH0666'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 KH0666'HIGHWAY NO. 24 FOR 0.65 MILE TO THE TOP OF A RISE AND THE
 KH0666'MARK ON THE RIGHT AT TOP OF A CUT BANK AS DESCRIBED.
 KH0666
 KH0666                          STATION RECOVERY (1963)
 KH0666
 KH0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KH0666'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KH0666'FOUND IN GOOD CONDITION.  THE STATION MARK IS 38 FEET WEST OF
 KH0666'A CONCRETE RIGHT-OF-WAY POST, AND 1 FOOT EAST OF A NEW STEEL
 KH0666'WITNESS POST.  REFERENCE MARK NO. 1 IS 15 FEET EAST OF A
 KH0666'CONCRETE RIGHT-OF-WAY POST AND REFERENCE MARK NO. 2 WAS RECOVERED
 KH0666'IN GOOD CONDITION.  THE AZIMUTH MARK IS EAST OF THE STATION
 KH0666'AND ABOUT 150 FEET SOUTH OF THE CENTERLINE OF NEW U.S. HIGHWAY
 KH0666'24 IN A FENCELINE.
 KH0666
 KH0666                          STATION RECOVERY (1965)
 KH0666
 KH0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KH0666'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KH0666'FOUND IN GOOD CONDITION.  BUT DUE TO THE CONSTRUCTION OF
 KH0666'INTERSTATE HIGHWAY 70, IT WAS NECESSARY TO ESTABLISH A COMPLETE
 KH0666'NEW STATION AND DESTROY ALL THE MARKS AT THE OLD STATION.
 KH0666'
 KH0666'THE ELEVATION DIFFERENCE BETWEEN THIS STATION AND THE NEW
 KH0666'STATION, GARVEY 2, IS + 0.96 FOOT FOR THE NEW STATION.
 KH0666'
 KH0666'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0665 ***********************************************************************
 KH0665  DESIGNATION -  GARVEY 2
 KH0665  PID         -  KH0665
 KH0665  STATE/COUNTY-  KS/THOMAS
 KH0665  USGS QUAD   -  BREWSTER SE (1966)
 KH0665
 KH0665                         *CURRENT SURVEY CONTROL
 KH0665  ___________________________________________________________________
 KH0665* NAD 83(1997)-  39 21 56.65828(N)    101 17 09.64424(W)     ADJUSTED  
 KH0665* NAVD 88     -      1007.     (meters)    3304.     (feet)  SCALED    
 KH0665  ___________________________________________________________________
 KH0665  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KH0665  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 KH0665
 KH0665  HORZ ORDER  -  THIRD
 KH0665
 KH0665.The horizontal coordinates were established by classical geodetic methods
 KH0665.and adjusted by the National Geodetic Survey in October 1998..
 KH0665.No horizontal observational check was made to the station.
 KH0665
 KH0665.The orthometric height was scaled from a topographic map.
 KH0665
 KH0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0665
 KH0665.The geoid height was determined by GEOID03.
 KH0665
 KH0665;                    North         East     Units Scale Factor Converg.
 KH0665;SPC KS N     -   119,746.589   116,889.631   MT  0.99995886   -2 04 44.8
 KH0665;UTM  14      - 4,359,856.851   303,062.984   MT  1.00007755   -1 27 01.5
 KH0665
 KH0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0665!SPC KS N     -   0.99984577  x   0.99995886  =   0.99980464
 KH0665!UTM  14      -   0.99984577  x   1.00007755  =   0.99992331
 KH0665
 KH0665:                Primary Azimuth Mark                     Grid Az
 KH0665:SPC KS N     -  GARVEY 2 AZ MK                           083 00 17.2
 KH0665:UTM  14      -  GARVEY 2 AZ MK                           082 22 33.9
 KH0665
 KH0665|---------------------------------------------------------------------|
 KH0665| PID    Reference Object                     Distance      Geod. Az  |
 KH0665|                                                           dddmmss.s |
 KH0665| CP8082 GARVEY 2 AZ MK                                     0805532.4 |
 KH0665| CP8079 GARVEY AZ MK                                       0844413.3 |
 KH0665| CP8083 GARVEY 2 RM 3                        20.732 METERS 08941     |
 KH0665| CP8084 GARVEY 2 RM 4                        19.272 METERS 26933     |
 KH0665| KH0669 BREWSTER MUNICIPAL TANK             APPROX. 7.9 KM 2701945.7 |
 KH0665| KH0666 GARVEY                              117.888 METERS 33759     |
 KH0665|---------------------------------------------------------------------|
 KH0665
 KH0665                          SUPERSEDED SURVEY CONTROL
 KH0665
 KH0665  NAD 83(1986)-  39 21 56.65921(N)    101 17 09.64553(W) AD(       ) 3
 KH0665  NAD 27      -  39 21 56.64821(N)    101 17 08.06812(W) AD(       ) 3
 KH0665
 KH0665.Superseded values are not recommended for survey control.
 KH0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0665.See file dsdata.txt to determine how the superseded data were derived.
 KH0665
 KH0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ0306359857(NAD 83)
 KH0665_MARKER: DS = TRIANGULATION STATION DISK
 KH0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0665
 KH0665  HISTORY     - Date     Condition        Report By
 KH0665  HISTORY     - 1965     MONUMENTED       CGS
 KH0665
 KH0665                          STATION DESCRIPTION
 KH0665
 KH0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KH0665'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF LEVANT
 KH0665'AND 4 AND 1/2 MILES EAST OF BREWSTER NEAR THE EDGE OF THE
 KH0665'SOUTH CUTBANK ALONG INTERSTATE HIGHWAY 70, 240 FEET SOUTH OF
 KH0665'THE CENTERLINE OR MEDIUM STRIP FOR INTERSTATE HIGHWAY 70, AND
 KH0665'1 FOOT EAST OF A METAL WITNESS POST.  THE MARK PROJECTS 6 INCHES
 KH0665'AND THE DISK IS STAMPED GARVEY 2 1965.
 KH0665'
 KH0665'TO REACH THE STATION FROM THE POST OFFICE IN BREWSTER, GO SOUTH
 KH0665'ON STATE ROAD 184 FOR 0.5 MILE TO INTERSTATE HIGHWAY 70.  TAKE
 KH0665'THE EAST ENTRANCE ON INTERSTATE HIGHWAY 70 AND GO EAST ON THE
 KH0665'SOUTH LANE OF INTERSTATE HIGHWAY 70 FOR 4.9 MILES TO THE
 KH0665'STATION ON THE RIGHT OR SOUTH SIDE OF THE HIGHWAY.
 KH0665'
 KH0665'REFERENCE MARK NO. 3 IS ON THE EAST SLOPE OF THE RIDGE, 240
 KH0665'FEET SOUTH OF THE CENTERLINE OR MEDIUM STRIP OF INTERSTATE
 KH0665'HIGHWAY 70.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KH0665'GARVEY 2 NO 3 1965.
 KH0665'
 KH0665'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 240 FEET SOUTH
 KH0665'OF THE CENTERLINE OR MEDIUM STRIP OF THE INTERSTATE HIGHWAY
 KH0665'70.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED GARVEY
 KH0665'2 NO 4 1965.
 KH0665'
 KH0665'AZIMUTH MARK IS 0.65 MILE EAST OF THE STATION, AT THE SOUTHWEST
 KH0665'CORNER OF A PASTURE, ON A HIGH BANK ALONG THE NORTHSIDE OF
 KH0665'U.S. HIGHWAY 24 AND 15 FEET HIGHER THAN THE LEVEL OF THE
 KH0665'HIGHWAY, AND 1 FOOT SOUTHWEST OF A FENCE CORNER POST.  THE
 KH0665'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED GARVEY 2 RESET
 KH0665'1951-1965.
 KH0665'
 KH0665'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 KH0665'HIGHWAY FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KH0665'
 KH0665'NOTE--THE ELEVATION WAS TRANSFERRED FROM THE OLD STATION MARK
 KH0665'TO GARVEY 2 1965 AND THIS STATION IS 0.96 FOOT HIGHER THAN
 KH0665'THE OLD STATION MARK.
 KH0665'
 KH0665'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0809 ***********************************************************************
 HH0809  DESIGNATION -  GARY
 HH0809  PID         -  HH0809
 HH0809  STATE/COUNTY-  KS/MORTON
 HH0809  USGS QUAD   -  RICHFIELD (1973)
 HH0809
 HH0809                         *CURRENT SURVEY CONTROL
 HH0809  ___________________________________________________________________
 HH0809* NAD 83(1997)-  37 21 22.72713(N)    101 46 26.10187(W)     ADJUSTED  
 HH0809* NAVD 88     -      1030.5    (meters)    3381.     (feet)  VERTCON   
 HH0809  ___________________________________________________________________
 HH0809  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 HH0809  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 HH0809
 HH0809  HORZ ORDER  -  SECOND
 HH0809
 HH0809.The horizontal coordinates were established by classical geodetic methods
 HH0809.and adjusted by the National Geodetic Survey in October 1998..
 HH0809
 HH0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0809
 HH0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0809
 HH0809.The geoid height was determined by GEOID03.
 HH0809
 HH0809;                    North         East     Units Scale Factor Converg.
 HH0809;SPC KS S     -   481,632.430   110,012.966   MT  0.99998358   -2 00 42.9
 HH0809;UTM  14      - 4,138,010.727   254,318.669   MT  1.00034358   -1 41 02.3
 HH0809
 HH0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0809!SPC KS S     -   0.99984221  x   0.99998358  =   0.99982580
 HH0809!UTM  14      -   0.99984221  x   1.00034358  =   1.00018574
 HH0809
 HH0809|---------------------------------------------------------------------|
 HH0809| PID    Reference Object                     Distance      Geod. Az  |
 HH0809|                                                           dddmmss.s |
 HH0809| CM8160 GARY RM 2                            31.410 METERS 09555     |
 HH0809| CM8159 GARY RM 1                            18.167 METERS 18000     |
 HH0809| HH0807 BRADLES                             APPROX. 4.9 KM 2553458.6 |
 HH0809|---------------------------------------------------------------------|
 HH0809
 HH0809                          SUPERSEDED SURVEY CONTROL
 HH0809
 HH0809  NAD 83(1997)-  37 21 22.72770(N)    101 46 26.10116(W) AD(       ) 2
 HH0809  NAD 83(1997)-  37 21 22.73258(N)    101 46 26.09377(W) AD(       ) 2
 HH0809  NAD 83(1986)-  37 21 22.73354(N)    101 46 26.09306(W) AD(       ) 2
 HH0809  NAD 27      -  37 21 22.65029(N)    101 46 24.48592(W) AD(       ) 2
 HH0809  NGVD 29 (07/19/86) 1030.1    (m)         3380.     (f) VERT ANG       
 HH0809
 HH0809.Superseded values are not recommended for survey control.
 HH0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0809.See file dsdata.txt to determine how the superseded data were derived.
 HH0809
 HH0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5431938011(NAD 83)
 HH0809_MARKER: DD = SURVEY DISK
 HH0809_SETTING: 0 = UNSPECIFIED SETTING
 HH0809
 HH0809  HISTORY     - Date     Condition        Report By
 HH0809  HISTORY     - 1972     MONUMENTED       USGS
 HH0809
 HH0809                          STATION DESCRIPTION
 HH0809
 HH0809'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0809'STATION IS ABOUT 6.6 MI. N. AND 0.5 MI. E. OF RICHFIELD, ABOUT 1270
 HH0809'FT. S. OF COR. SECS. 9, 10, 15 AND 16, T. 31 S., R. 41 W.
 HH0809'
 HH0809'TO REACH FROM INTERSECTION OF STATE HIGHWAY 27 AND STATE HIGHWAY 51
 HH0809'AT S. EDGE OF RICHFIELD, GO N. AND E. ON STATE HIGHWAY 51 FOR ABOUT
 HH0809'7.1 MI. TO STATION ON THE LEFT.
 HH0809'
 HH0809'STATION MARK STAMPED ET GARY 1972 IS ABOUT 1270 FT. S. AND 47 FT. W.
 HH0809'OF T-RD. W., 2 FT. S. AND 4 FT. E. OF POWER LINE POLE, 4 FT. E. OF
 HH0809'W.  RIGHT-OF-WAY FENCE, 1 FT. E. OF USGS WITNESS POST.
 HH0809'
 HH0809'REFERENCE MARK NO. 1 STAMPED GARY NO 1 1972 IS S. OF STATION, 47 FT.
 HH0809'W. OF CENTER LINE OF HWY., 4 FT. E. OF W. RIGHT-OF-WAY FENCE.
 HH0809'
 HH0809'REFERENCE MARK NO. 2 STAMPED GARY NO 2 1972 IS E. OF STATION, 56 FT.
 HH0809'E. OF CENTER LINE OF HWY., 2 FT. W. OF E. RIGHT-OF-WAY AND TELEPHONE
 HH0809'POLE.
 HH0809'
 HH0809'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS,
 HH0809'STATION MARK CENTERED IN 6-IN. WHITE PLASTIC PIPE 12 IN. LONG.
 HH0809'
 HH0809'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE CENTERED IN 6-IN.
 HH0809'DIAMETER TILE 12 IN. LONG.
 HH0809'
 HH0809'PIPE AND TILE ALL FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL
 HH0809'MARKS SET FLUSH WITH GROUND.
 HH0809'
 HH0809'HEIGHT OF INSTRUMENT 4.97 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0633 ***********************************************************************
 JH0633  DESIGNATION -  GARY
 JH0633  PID         -  JH0633
 JH0633  STATE/COUNTY-  KS/GREELEY
 JH0633  USGS QUAD   -  NORTH OF TRIBUNE (1970)
 JH0633
 JH0633                         *CURRENT SURVEY CONTROL
 JH0633  ___________________________________________________________________
 JH0633* NAD 83(1997)-  38 36 25.80927(N)    101 45 09.47846(W)     ADJUSTED  
 JH0633* NAVD 88     -      1117.     (meters)    3665.     (feet)  SCALED    
 JH0633  ___________________________________________________________________
 JH0633  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 JH0633  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 JH0633
 JH0633  HORZ ORDER  -  SECOND
 JH0633
 JH0633.The horizontal coordinates were established by classical geodetic methods
 JH0633.and adjusted by the National Geodetic Survey in October 1998..
 JH0633
 JH0633.The orthometric height was scaled from a topographic map.
 JH0633
 JH0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0633
 JH0633.The geoid height was determined by GEOID03.
 JH0633
 JH0633;                    North         East     Units Scale Factor Converg.
 JH0633;SPC KS S     -   620,316.115   116,739.872   MT  1.00000826   -1 59 55.8
 JH0633;SPC KS N     -    37,170.648    73,220.249   MT  1.00001948   -2 22 27.6
 JH0633;UTM  14      - 4,276,779.370   260,311.722   MT  1.00030754   -1 43 06.2
 JH0633
 JH0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0633!SPC KS S     -   0.99982844  x   1.00000826  =   0.99983670
 JH0633!SPC KS N     -   0.99982844  x   1.00001948  =   0.99984792
 JH0633!UTM  14      -   0.99982844  x   1.00030754  =   1.00013593
 JH0633
 JH0633|---------------------------------------------------------------------|
 JH0633| PID    Reference Object                     Distance      Geod. Az  |
 JH0633|                                                           dddmmss.s |
 JH0633| CM8158 GARY RM 2                            22.219 METERS 18622     |
 JH0633| JH0592 HORACE MUNICIPAL TANK               APPROX.14.8 KM 1925707.3 |
 JH0633| CM8157 GARY RM 1                            22.214 METERS 35359     |
 JH0633|---------------------------------------------------------------------|
 JH0633
 JH0633                          SUPERSEDED SURVEY CONTROL
 JH0633
 JH0633  NAD 83(1986)-  38 36 25.80896(N)    101 45 09.47793(W) AD(       ) 2
 JH0633  NAD 27      -  38 36 25.75706(N)    101 45 07.86093(W) AD(       ) 2
 JH0633
 JH0633.Superseded values are not recommended for survey control.
 JH0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0633.See file dsdata.txt to determine how the superseded data were derived.
 JH0633
 JH0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH6031276779(NAD 83)
 JH0633_MARKER: DD = SURVEY DISK
 JH0633_SETTING: 0 = UNSPECIFIED SETTING
 JH0633
 JH0633  HISTORY     - Date     Condition        Report By
 JH0633  HISTORY     - 1967     MONUMENTED       USGS
 JH0633
 JH0633                          STATION DESCRIPTION
 JH0633
 JH0633'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0633'THE STATION IS LOCATED ABOUT 9.5 MI N. OF TRIBUNE, T. 17 S.,
 JH0633'R 40 W., NEAR THE N. SIXTEENTH COR. BETWEEN SECS. 4 AND 5.
 JH0633'
 JH0633'TO REACH THE STATION FROM THE INTERSECTIONS OF STATE HWYS.
 JH0633'96 AND 27 IN TRIBUNE, GO N. ON STATE HWY. 27, 9.75 MI TO
 JH0633'THE STATION ON THE LEFT.
 JH0633'
 JH0633'STATION MARK IS 142 FT S. AND 50 FT W. OF CENTER OF HWY.
 JH0633'AT CULVERT, 10 FT E. OF W. RIGHT-OF-WAY FENCE, 10 FT E. OF
 JH0633'USGS WITNESS POST.  STAMPED ET GARY 1967.
 JH0633'
 JH0633'REFERENCE MARK NO. 1 IS NNW. OF STATION, 70 FT S. AND 57 FT
 JH0633'W. OF CENTER OF HWY. AT CULVERT, 2.2 FT E. OF W. RIGHT-OF-WAY
 JH0633'FENCE.  STAMPED GARY NO. 1 1967.
 JH0633'
 JH0633'REFERENCE MARK NO. 2 IS SSW. OF STATION, 58 FT W. OF CENTER
 JH0633'OF HWY., 1.7 FT E. OF W. RIGHT-OF-WAY FENCE.  STAMPED GARY
 JH0633'NO. 2 1967.
 JH0633'
 JH0633'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JH0633'ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON 1/2 IN.
 JH0633'COPPER COATED RODS CENTERED IN 6 IN. DIAMETER TILES 12 IN.
 JH0633'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 JH0633'
 JH0633'AZIMUTH MARK - HORACE MWT - APPROX. 9.0 MI SSW. POINT SIGHTED
 JH0633'FINIAL MWT HORACE.  LOCATED IN NW. PART OF TOWN, 0.3 MI N.
 JH0633'ALONG SEC. LINE RD. FROM RR. CROSSING, 57 FT S., 160 FT W.
 JH0633'OF CROSS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0711 ***********************************************************************
 KH0711  DESIGNATION -  GASPERS
 KH0711  PID         -  KH0711
 KH0711  STATE/COUNTY-  KS/SHERMAN
 KH0711  USGS QUAD   -  BIRD CITY SOUTH SW (1981)
 KH0711
 KH0711                         *CURRENT SURVEY CONTROL
 KH0711  ___________________________________________________________________
 KH0711* NAD 83(1997)-  39 31 03.03988(N)    101 43 26.72276(W)     ADJUSTED  
 KH0711* NAVD 88     -      1102.     (meters)    3615.     (feet)  SCALED    
 KH0711  ___________________________________________________________________
 KH0711  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 KH0711  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 KH0711
 KH0711  HORZ ORDER  -  FIRST
 KH0711
 KH0711.The horizontal coordinates were established by classical geodetic methods
 KH0711.and adjusted by the National Geodetic Survey in October 1998..
 KH0711
 KH0711.The orthometric height was scaled from a topographic map.
 KH0711
 KH0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0711
 KH0711.The geoid height was determined by GEOID03.
 KH0711
 KH0711;                    North         East     Units Scale Factor Converg.
 KH0711;SPC KS N     -   138,042.953    79,859.323   MT  0.99996766   -2 21 22.6
 KH0711;UTM  14      - 4,377,751.603   265,827.275   MT  1.00027520   -1 44 03.0
 KH0711
 KH0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0711!SPC KS N     -   0.99983076  x   0.99996766  =   0.99979843
 KH0711!UTM  14      -   0.99983076  x   1.00027520  =   1.00010592
 KH0711
 KH0711:                Primary Azimuth Mark                     Grid Az
 KH0711:SPC KS N     -  BIRD CITY MUNICIPAL APT BEACON           035 14 11.8
 KH0711:UTM  14      -  BIRD CITY MUNICIPAL APT BEACON           034 36 52.2
 KH0711
 KH0711|---------------------------------------------------------------------|
 KH0711| PID    Reference Object                     Distance      Geod. Az  |
 KH0711|                                                           dddmmss.s |
 KH0711| KH0708 BIRD CITY MUNICIPAL APT BEACON      APPROX.30.0 KM 0325249.2 |
 KH0711| KH0675 GOODLAND MUNICIPAL AIRPORT BCN      APPROX.16.1 KM 1745014.5 |
 KH0711| KH0679 GOODLAND MUNICIPAL TANK             APPROX.19.6 KM 1750258.4 |
 KH0711| KH0676 GOODLAND EQUITY EX ELEV N GAB       APPROX.19.6 KM 1763204.7 |
 KH0711| KH0678 GOODLAND MUNICIPAL STANDPIPE        APPROX.18.6 KM 1771530.6 |
 KH0711| CP8091 GASPERS RM 1                         23.590 METERS 18017     |
 KH0711| CP8092 GASPERS RM 2 AZIMUTH                               1835123.6 |
 KH0711| KH0691 CARUSO CONCRETE ELEVATOR            APPROX.21.3 KM 2013933.5 |
 KH0711| CP8093 GASPERS RM 3                         57.710 METERS 27134     |
 KH0711|---------------------------------------------------------------------|
 KH0711
 KH0711                          SUPERSEDED SURVEY CONTROL
 KH0711
 KH0711  NAD 83(1997)-  39 31 03.03988(N)    101 43 26.72250(W) AD(       ) 1
 KH0711  NAD 83(1986)-  39 31 03.03977(N)    101 43 26.72265(W) AD(       ) 1
 KH0711  NAD 27      -  39 31 03.05400(N)    101 43 25.10100(W) AD(       ) 1
 KH0711
 KH0711.Superseded values are not recommended for survey control.
 KH0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0711.See file dsdata.txt to determine how the superseded data were derived.
 KH0711
 KH0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6582777752(NAD 83)
 KH0711_MARKER: DS = TRIANGULATION STATION DISK
 KH0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0711
 KH0711  HISTORY     - Date     Condition        Report By
 KH0711  HISTORY     - 1933     MONUMENTED       CGS
 KH0711  HISTORY     - 1951     GOOD             CGS
 KH0711  HISTORY     - 1968     GOOD             CGS
 KH0711
 KH0711                          STATION DESCRIPTION
 KH0711
 KH0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 KH0711'STATION IS ABOUT 13 MILES N OF GOODLAND, AND ABOUT 85 YARDS E
 KH0711'OF TOWNSHIP LINE.  ON A SMALL BARE FLAT-TOPPED HILL ON LAND OWNED
 KH0711'BY MIKE GASPERS OF LINDSEY, NEBRASKA.  IN THE WEST CENTRAL PART
 KH0711'OF SEC. 19, T 6 S, R 39 W.
 KH0711'
 KH0711'MARK IS ABOUT 85 YARDS E OF N AND S TOWNSHIP LINE.
 KH0711'
 KH0711'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 KH0711'DISKS SET IN CONCRETE.
 KH0711'
 KH0711'REFERENCE MARK NO. 1 IS W OF STATION ON E SIDE OF N AND S
 KH0711'TOWNSHIP ROAD.
 KH0711'
 KH0711'REFERENCE MARK NO. 3 IS S OF STATION.
 KH0711'
 KH0711'REFERENCE MARK NO. 2 (AZIMUTH MARK) IS S OF STATION, IN FENCE
 KH0711'LINE JUST N OF GATE LEADING TO HOUSE ON W SIDE OF ROAD.
 KH0711'
 KH0711'ALL MARKS PROJECT ABOUT 5 INCHES.
 KH0711'
 KH0711'STATION REACHED FROM GOODLAND BY GOING N ON STATE HIGHWAY 27
 KH0711'12.0 MILES, THENCE W 1.0 MILE, S 1/2 MILE, E 85 YARDS TO STATION.
 KH0711'
 KH0711'HEIGHT OF LIGHT ABOVE STATION MARK - 0.30 METER.
 KH0711
 KH0711                          STATION RECOVERY (1951)
 KH0711
 KH0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0711'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3 AND THE
 KH0711'AZIMUTH MARK (REFERENCE MARK NO. 2) WERE RECOVERED AND FOUND IN
 KH0711'GOOD CONDITION.
 KH0711'
 KH0711'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 KH0711'
 KH0711'THE STATION IS LOCATED ABOUT 13 MILES NORTH OF GOODLAND AND ON
 KH0711'THE HIGHEST POINT IN A PASTURE.  IT IS 220.0 FEET EAST OF THE
 KH0711'CENTER OF A NORTH-SOUTH TRACK ROAD AND IS VISIBLE FROM THE
 KH0711'ROAD.  IT PROJECTS 8 INCHES AND IS STAMPED GASPER 1933.
 KH0711'
 KH0711'REFERENCE MARK NO. 1 IS 220.0 FEET EAST OF THE CENTER OF A
 KH0711'NORTH-SOUTH TRACK ROAD.  IT PROJECTS 4 INCHES AND IS STAMPED
 KH0711'GASPER NO 1 1933.
 KH0711'
 KH0711'REFERENCE MARK NO. 3 IS 31.0 FEET EAST OF THE CENTER OF A
 KH0711'NORTH-SOUTH TRACK ROAD AND 5.0 FEET BELOW THE LEVEL OF THE
 KH0711'STATION.  IT PROJECTS 7 INCHES AND IS STAMPED GASPER NO 3 1933.
 KH0711'
 KH0711'THE AZIMUTH MARK (REFERENCE MARK NO. 2) IS AT THE EAST EDGE
 KH0711'OF A FARM YARD, 33.0 FEET EAST OF THE SOUTHEAST CORNER OF A
 KH0711'METAL GRANARY AND 25.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 KH0711'TRACK ROAD.  IT PROJECTS 2 INCHES AND IS STAMPED GASPER NO
 KH0711'2 1933.
 KH0711'
 KH0711'TO REACH THE STATION FROM THE POST OFFICE IN GOODLAND, GO EAST
 KH0711'FOR 0.2 MILE TO STATE HIGHWAY 27, TURN LEFT AND GO NORTH ON
 KH0711'STATE HIGHWAY 27 FOR 11.1 MILES TO A CROSSROAD.  TURN LEFT AND
 KH0711'FOLLOW TRACK ROAD FOR 1.0 MILE TO A CROSSROAD, (TO REACH THE
 KH0711'AZIMUTH MARK, TURN LEFT AND GO SOUTH FOR 0.25 MILE TO A FARM YARD
 KH0711'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED) TURN RIGHT
 KH0711'AT THE CROSSROAD AND GO NORTH FOR 0.5 MILE TO THE TOP OF THE
 KH0711'HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 KH0711
 KH0711                          STATION RECOVERY (1968)
 KH0711
 KH0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KH0711'THE STATION WAS RECOVERED AS DESCRIBED BY R.L.E. IN 1951 WITH
 KH0711'THE FOLLOWING EXCEPTIONS--REFERENCE MARK 3 IS NOW FLUSH INSTEAD
 KH0711'OF PROJECTING 7 INCHES AS PREVIOUSLY DESCRIBED.  METAL WITNESS
 KH0711'POSTS WERE ESTABLISHED AT THE STATION AND REFERENCE MARKS 1 AND
 KH0711'3 WITH THE MEASUREMENTS AND DIRECTIONS AS FOLLOWS--THE STATION
 KH0711'IS 3.7 FEET WEST OF A METAL WITNESS POST.  REFERENCE MARK 1 IS
 KH0711'2.0 FEET EAST OF A METAL WITNESS POST.  REFERENCE MARK 3 IS
 KH0711'2.6 FEET EAST OF A METAL WITNESS POST.
 KH0711'
 KH0711'NO OBSERVATIONS WERE MADE AT THIS TIME.
 KH0711'
 KH0711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KH0711'13 MILES NORTH OF GOODLAND, KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1076 ***********************************************************************
 HE1076  DESIGNATION -  GATE
 HE1076  PID         -  HE1076
 HE1076  STATE/COUNTY-  KS/CHEROKEE
 HE1076  USGS QUAD   -  CRESTLINE (1978)
 HE1076
 HE1076                         *CURRENT SURVEY CONTROL
 HE1076  ___________________________________________________________________
 HE1076* NAD 83(1997)-  37 09 21.38444(N)    094 43 21.47754(W)     ADJUSTED  
 HE1076* NAVD 88     -       296.3    (meters)     972.     (feet)  VERTCON   
 HE1076  ___________________________________________________________________
 HE1076  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 HE1076  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HE1076
 HE1076  HORZ ORDER  -  SECOND
 HE1076
 HE1076.The horizontal coordinates were established by classical geodetic methods
 HE1076.and adjusted by the National Geodetic Survey in October 1998..
 HE1076
 HE1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1076
 HE1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1076
 HE1076.The geoid height was determined by GEOID03.
 HE1076
 HE1076;                    North         East     Units Scale Factor Converg.
 HE1076;SPC KS S     -   461,098.941   735,458.038   MT  1.00002361   +2 19 16.7
 HE1076;UTM  15      - 4,113,560.652   347,034.205   MT  0.99988824   -1 02 26.3
 HE1076
 HE1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1076!SPC KS S     -   0.99995819  x   1.00002361  =   0.99998180
 HE1076!UTM  15      -   0.99995819  x   0.99988824  =   0.99984643
 HE1076
 HE1076:                Primary Azimuth Mark                     Grid Az
 HE1076:SPC KS S     -  TV STATION KOAM WEST MAST                008 25 54.4
 HE1076:UTM  15      -  TV STATION KOAM WEST MAST                011 47 37.4
 HE1076
 HE1076|---------------------------------------------------------------------|
 HE1076| PID    Reference Object                     Distance      Geod. Az  |
 HE1076|                                                           dddmmss.s |
 HE1076| HE1071 TV STATION KOAM WEST MAST           APPROX. 7.3 KM 0104511.1 |
 HE1076| CN6248 GATE RM 1                            16.680 METERS 06648     |
 HE1076| CN6249 GATE RM 2                            16.160 METERS 18249     |
 HE1076|---------------------------------------------------------------------|
 HE1076
 HE1076                          SUPERSEDED SURVEY CONTROL
 HE1076
 HE1076  NAD 83(1997)-  37 09 21.39028(N)    094 43 21.47882(W) AD(       ) 2
 HE1076  NAD 83(1986)-  37 09 21.39869(N)    094 43 21.47247(W) AD(       ) 2
 HE1076  NAD 27      -  37 09 21.18109(N)    094 43 20.63191(W) AD(       ) 2
 HE1076  NGVD 29 (07/19/86)  296.2    (m)          972.     (f) VERT ANG       
 HE1076
 HE1076.Superseded values are not recommended for survey control.
 HE1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1076.See file dsdata.txt to determine how the superseded data were derived.
 HE1076
 HE1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4703413561(NAD 83)
 HE1076_MARKER: DS = TRIANGULATION STATION DISK
 HE1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1076
 HE1076  HISTORY     - Date     Condition        Report By
 HE1076  HISTORY     - 1966     MONUMENTED       CGS
 HE1076
 HE1076                          STATION DESCRIPTION
 HE1076
 HE1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1076'THE STATION IS ABOUT 6-1/2 MILES EAST OF COLUMBUS, 5-3/4
 HE1076'MILES SOUTH OF RIVERTON, 1-1/2 MILES SOUTH-SOUTHWEST OF CRESTLINE,
 HE1076'ON THE WEST RIGHT-OF-WAY OF A SECTION LINE ROAD.
 HE1076'
 HE1076'TO REACH THE STATION FROM STATE HIGHWAY 26 AND THE RAILROAD
 HE1076'CROSSING IN CRESTLINE, GO SOUTH ON STATE HIGHWAY 26 FOR 0.5
 HE1076'MILE TO A SCHOOLHOUSE, TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 HE1076'A CROSSROADS, TURN LEFT AND GO SOUTH FOR 0.5 MILE TO A METAL
 HE1076'GATE ON THE RIGHT AND THE STATION.
 HE1076'
 HE1076'THE STATION MARK IS A STANDARD DISK, STAMPED GATE 1966, SET
 HE1076'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1076'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 24 FEET
 HE1076'WEST OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 9
 HE1076'FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 6 FEET EAST-NORTHEAST
 HE1076'OF A POWER LINE POLE, 4.3 FEET NORTHEAST OF A WITNESS POST AND
 HE1076'4 FEET EAST OF A NORTH-SOUTH FENCE.
 HE1076'
 HE1076'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GATE NO 1 1966,
 HE1076'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1076'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 58.5 FEET
 HE1076'NORTHEAST OF A WITNESS POST, 25 FEET EAST OF A CENTERLINE
 HE1076'OF A NORTH-SOUTH GRAVELED ROAD, 25 FEET NORTH OF A TELEPHONE
 HE1076'POLE, 1 FOOT WEST OF A NORTH-SOUTH FENCE AND ABOUT THE SAME
 HE1076'ELEVATION AS THE STATION.
 HE1076'
 HE1076'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GATE NO 2 1966,
 HE1076'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1076'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 62 FEET SOUTH
 HE1076'OF THE CENTERLINE OF A DRIVEWAY INTO A PASTURE, 50 FEET SOUTH
 HE1076'OF A WITNESS POST, 26.5 FEET WEST OF THE CENTERLINE OF A
 HE1076'NORTH-SOUTH GRAVELED ROAD, 1.5 FEET EAST OF A NORTH-SOUTH
 HE1076'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1123 ***********************************************************************
 KF1123  DESIGNATION -  GATESVILLE BETHONY CH SPIRE
 KF1123  PID         -  KF1123
 KF1123  STATE/COUNTY-  KS/CLAY
 KF1123  USGS QUAD   -  BALA (1978)
 KF1123
 KF1123                         *CURRENT SURVEY CONTROL
 KF1123  ___________________________________________________________________
 KF1123* NAD 83(1997)-  39 16 14.61788(N)    096 58 47.19746(W)     ADJUSTED  
 KF1123* NAVD 88     -                                                        
 KF1123  ___________________________________________________________________
 KF1123  LAPLACE CORR-         -10.87  (seconds)                    DEFLEC99
 KF1123  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 KF1123
 KF1123  HORZ ORDER  -  THIRD
 KF1123
 KF1123.The horizontal coordinates were established by classical geodetic methods
 KF1123.and adjusted by the National Geodetic Survey in October 1998..
 KF1123
 KF1123
 KF1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1123
 KF1123.The geoid height was determined by GEOID03.
 KF1123
 KF1123;                    North         East     Units Scale Factor Converg.
 KF1123;SPC KS N     -   104,557.443   488,034.808   MT  0.99995691   +0 38 43.8
 KF1123;UTM  14      - 4,348,765.400   674,273.305   MT  0.99997396   +1 16 44.7
 KF1123
 KF1123                          SUPERSEDED SURVEY CONTROL
 KF1123
 KF1123  NAD 83(1997)-  39 16 14.62439(N)    096 58 47.19598(W) AD(       ) 4
 KF1123  NAD 83(1986)-  39 16 14.62432(N)    096 58 47.19529(W) AD(       ) 4
 KF1123  NAD 27      -  39 16 14.64100(N)    096 58 46.15700(W) AD(       ) 3
 KF1123
 KF1123.Superseded values are not recommended for survey control.
 KF1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1123.See file dsdata.txt to determine how the superseded data were derived.
 KF1123
 KF1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ7427348765(NAD 83)
 KF1123_MARKER: 90 = CHURCH SPIRE
 KF1123
 KF1123  HISTORY     - Date     Condition        Report By
 KF1123  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1123  HISTORY     - 1965     GOOD             CGS
 KF1123
 KF1123                          STATION DESCRIPTION
 KF1123
 KF1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1123'LOCATED ON A HIGH HILL ABOUT 2 MILES EAST AND 1/2 MILE NORTH
 KF1123'OF GATESVILLE, 60 FEET EAST OF THE CENTER OF A GRAVEL ROAD
 KF1123'AND 50 FEET SOUTH OF A ROW OF SPRUCE TREES.
 KF1123'
 KF1123'SPIRE IS ABOUT 60 FEET IN HEIGHT AND 6 FEET SQUARE AT ITS
 KF1123'BASE.  THERE ARE GREEN SHUTTERS ON ALL FOUR SIDES.  IT HAS
 KF1123'AN UNPAINTED SHINGLE ROOF, THE APEX OF WHICH IS PAINTED
 KF1123'ALUMINUM AND HAS A VERTICAL ARROW.
 KF1123'
 KF1123'POINT OBSERVED WAS THE ARROW.
 KF1123
 KF1123                          STATION RECOVERY (1965)
 KF1123
 KF1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1123'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0684 ***********************************************************************
 KG0684  DESIGNATION -  GAYLORD MUNICIPAL TANK
 KG0684  PID         -  KG0684
 KG0684  STATE/COUNTY-  KS/SMITH
 KG0684  USGS QUAD   -  GAYLORD (1973)
 KG0684
 KG0684                         *CURRENT SURVEY CONTROL
 KG0684  ___________________________________________________________________
 KG0684* NAD 83(1997)-  39 39 01.51160(N)    098 50 50.94482(W)     ADJUSTED  
 KG0684* NAVD 88     -                                                        
 KG0684  ___________________________________________________________________
 KG0684  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 KG0684  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 KG0684
 KG0684  HORZ ORDER  -  THIRD
 KG0684
 KG0684.The horizontal coordinates were established by classical geodetic methods
 KG0684.and adjusted by the National Geodetic Survey in October 1998..
 KG0684
 KG0684
 KG0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0684
 KG0684.The geoid height was determined by GEOID03.
 KG0684
 KG0684;                    North         East     Units Scale Factor Converg.
 KG0684;SPC KS N     -   146,555.534   327,264.757   MT  0.99998114   -0 32 10.4
 KG0684;UTM  14      - 4,388,969.531   513,084.810   MT  0.99960211   +0 05 50.4
 KG0684
 KG0684                          SUPERSEDED SURVEY CONTROL
 KG0684
 KG0684  NAD 83(1997)-  39 39 01.51709(N)    098 50 50.94583(W) AD(       ) 4
 KG0684  NAD 83(1986)-  39 39 01.51885(N)    098 50 50.94600(W) AD(       ) 4
 KG0684  NAD 27      -  39 39 01.47300(N)    098 50 49.66400(W) AD(       ) 3
 KG0684
 KG0684.Superseded values are not recommended for survey control.
 KG0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0684.See file dsdata.txt to determine how the superseded data were derived.
 KG0684
 KG0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1308588970(NAD 83)
 KG0684_MARKER: 53 = ELEVATED TANK
 KG0684
 KG0684  HISTORY     - Date     Condition        Report By
 KG0684  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0684
 KG0684                          STATION DESCRIPTION
 KG0684
 KG0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0684'THE STATION IS LOCATED ON THE SUMMIT OF A HILL AT THE MOST
 KG0684'NORTHERN POINT OF THE TOWN OF GAYLORD AND 20 FEET EAST OF A
 KG0684'NORTH-SOUTH ROAD.
 KG0684'
 KG0684'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL
 KG0684'STRUCTURE AND HAS AN OVERALL HEIGHT OF 125 FEET.  THE LETTERS
 KG0684'GAYLORD ARE PAINTED ON ITS SOUTH SIDE.
 KG0684'
 KG0684'THE APEX OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5424 ***********************************************************************
 AE5424  CBN         -  This is a Cooperative Base Network Control Station.
 AE5424  PACS        -  This is a Primary Airport Control Station.
 AE5424  DESIGNATION -  GBD ARP
 AE5424  PID         -  AE5424
 AE5424  STATE/COUNTY-  KS/BARTON
 AE5424  USGS QUAD   -  GREAT BEND (1983)
 AE5424
 AE5424                         *CURRENT SURVEY CONTROL
 AE5424  ___________________________________________________________________
 AE5424* NAD 83(1997)-  38 20 50.08773(N)    098 51 49.16371(W)     ADJUSTED  
 AE5424* NAVD 88     -       573.97   (meters)    1883.1    (feet)  GPS OBS   
 AE5424  ___________________________________________________________________
 AE5424  X           -    -771,810.837 (meters)                     COMP
 AE5424  Y           -  -4,949,217.971 (meters)                     COMP
 AE5424  Z           -   3,936,085.113 (meters)                     COMP
 AE5424  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AE5424  ELLIP HEIGHT-         547.89  (meters)          (08/16/04) GPS OBS
 AE5424  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 AE5424
 AE5424  HORZ ORDER  -  B
 AE5424  ELLP ORDER  -  FOURTH    CLASS II
 AE5424
 AE5424.This mark is at Great Bend Municipal Airport (GBD)
 AE5424
 AE5424.The horizontal coordinates were established by GPS observations
 AE5424.and adjusted by the National Geodetic Survey in December 1997..
 AE5424
 AE5424.The orthometric height was determined by GPS observations and a
 AE5424.high-resolution geoid model.
 AE5424
 AE5424.GPS derived orthometric heights for airport stations designated as
 AE5424.PACS or SACS are published to 2 decimal places.  This maintains
 AE5424.centimeter relative accuracy between the PACS and SACS.  It does
 AE5424.not indicate centimeter accuracy relative to other marks which are
 AE5424.part of the NAVD 88 network.
 AE5424
 AE5424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5424
 AE5424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5424
 AE5424.The ellipsoidal height was determined by GPS observations
 AE5424.and is referenced to NAD 83.
 AE5424
 AE5424.The geoid height was determined by GEOID03.
 AE5424
 AE5424;                    North         East     Units Scale Factor Converg.
 AE5424;SPC KS S     -   586,584.267   368,211.572   MT  0.99996397   -0 13 24.5
 AE5424;UTM  14      - 4,244,352.687   511,913.925   MT  0.99960175   +0 05 04.5
 AE5424
 AE5424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5424!SPC KS S     -   0.99991404  x   0.99996397  =   0.99987801
 AE5424!UTM  14      -   0.99991404  x   0.99960175  =   0.99951582
 AE5424
 AE5424                          SUPERSEDED SURVEY CONTROL
 AE5424
 AE5424  ELLIP H (12/22/97)  547.92   (m)                       GP(       ) 4 1
 AE5424
 AE5424.Superseded values are not recommended for survey control.
 AE5424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5424.See file dsdata.txt to determine how the superseded data were derived.
 AE5424
 AE5424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH1191444353(NAD 83)
 AE5424_MARKER: DT = TOPOGRAPHIC STATION DISK
 AE5424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5424_STAMPING: ARP 1953
 AE5424_MARK LOGO: CGS   
 AE5424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5424+STABILITY: SURFACE MOTION
 AE5424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5424+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 AE5424
 AE5424  HISTORY     - Date     Condition        Report By
 AE5424  HISTORY     - 1953     MONUMENTED       CGS
 AE5424  HISTORY     - 19970311 GOOD             NGS
 AE5424
 AE5424                          STATION DESCRIPTION
 AE5424
 AE5424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5424'THE STATION IN LOCATED ABOUT 4 KM (2.50 MI) WEST OF GREAT BEND, AT THE
 AE5424'GREAT BEND MUNICIPAL AIRPORT, IN TALL GRASS NEAR THE CENTER OF THE
 AE5424'AIRFIELD, ADJACENT TO A CULTIVATED FIELD, JUST WEST OF A SMALL ROCK
 AE5424'AND GRAVEL PARKING AREA FOR FARM MACHINERY AND ABOUT IN LINE WITH THE
 AE5424'NORTH SIDE OF THE MAIN HANGAR AT THE APRON.  OWNERSHIP--CITY OF GREAT
 AE5424'BEND.  AIRPORT MANAGER IS BOB SUELTER, AT CITY HALL, PHONE
 AE5424'316-793-4111.  FBO IS ED AND GWINNIE WEATHERFORD, RR 1 BOX 103, GREAT
 AE5424'BEND KS 67530, PHONE 316-793-7471 OR 792-4349.  CONTACT THE FBO FOR
 AE5424'PERMISSION TO OCCUPY THIS STATION AND ACCESS THROUGH THE LOCKED GATE.
 AE5424'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 56 (10TH STREET) AND 281
 AE5424'(MAIN STREET), AND STATE HIGHWAY 96 IN DOWNTOWN GREAT BEND, GO WEST ON
 AE5424'HIGHWAYS 56 AND 96 FOR 3.86 KM (2.40 MI) TO A PAVED CROSSROAD, PATTON
 AE5424'ROAD ON THE RIGHT AND HIGHWAYS 56 AND 96 ON THE LEFT.  CONTINUE AHEAD,
 AE5424'WEST ON 10TH STREET (WEST BARTON COUNTY ROAD) FOR 3.06 KM (1.90 MI) TO
 AE5424'A PAVED ROAD ON THE LEFT (SOUTHWEST 40TH AVENUE) AND A DIRT ROAD ON
 AE5424'THE RIGHT (NORTHWEST 40TH AVENUE).  TURN LEFT, SOUTH ON THE PAVED ROAD
 AE5424'FOR 1.53 KM (0.95 MI) TO A PAVED ROAD RIGHT (6TH STREET).  TURN RIGHT,
 AE5424'WESTERLY ON 6TH STREET FOR 0.72 KM (0.45 MI) TO A GATE AT THE APRON ON
 AE5424'THE RIGHT AT MAIN HANGAR NUMBER 9026 AND THE AIRPORT OFFICE AHEAD.
 AE5424'TURN RIGHT, NORTH, PASSING THROUGH THE GATE, THEN TURN LEFT,
 AE5424'WEST-NORTHWEST ACROSS THE APRON FOR 0.19 KM (0.10 MI) TO THE JUNCTION
 AE5424'OF THE PARALLEL TAXI FOR RUNWAY 17-35 AND THE MIDFIELD CONNECTOR TAXI
 AE5424'C.  CONTINUE AHEAD, WEST ALONG THE CONNECTOR TAXI, CROSSING THE RUNWAY
 AE5424'AND ON A DIRT TRAIL SECTION LINE ROAD FOR 0.41 KM (0.25 MI) TO THE
 AE5424'WINDSOCK ON THE LEFT. CONTINUE AHEAD, WEST ON A GRASS TRAIL FOR 0.21
 AE5424'KM (0.15 MI) TO THE STATION.  THE STATION IS SET IN THE TOP OF A 25 CM
 AE5424'SQUARE CONCRETE POST RECESSED 10 CM BELOW GROUND.  IT IS 50.9 M (167.0
 AE5424'FT) WEST-SOUTHWEST OF THE CENTER OF A 3.8 M (12.5 FT) OCTAGONAL
 AE5424'CONCRETE FOUNDATION PROJECTING 15 CM ABOVE GROUND, 20 M (65.6 FT) WEST
 AE5424'OF THE APPROXIMATE SOUTHWEST CORNER OF THE MACHINERY PARKING AREA, 4.7
 AE5424'M (15.4 FT) SOUTH OF THE EXTENDED CENTER OF THE DIRT TRAIL TO THE
 AE5424'WINDSOCK, 0.9 M (3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST AND 0.75 M
 AE5424'(2.46 FT) NORTHEAST OF A STEEL WITNESS POST.  NOTE--THIS STATION IS
 AE5424'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0691 ***********************************************************************
 JG0691  DESIGNATION -  GENESEO MUNICIPAL TANK
 JG0691  PID         -  JG0691
 JG0691  STATE/COUNTY-  KS/RICE
 JG0691  USGS QUAD   -  GENESEO (1978)
 JG0691
 JG0691                         *CURRENT SURVEY CONTROL
 JG0691  ___________________________________________________________________
 JG0691* NAD 83(1997)-  38 31 00.17150(N)    098 09 20.14645(W)     ADJUSTED  
 JG0691* NAVD 88     -                                                        
 JG0691  ___________________________________________________________________
 JG0691  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 JG0691  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 JG0691
 JG0691  HORZ ORDER  -  THIRD
 JG0691
 JG0691.The horizontal coordinates were established by classical geodetic methods
 JG0691.and adjusted by the National Geodetic Survey in October 1998..
 JG0691
 JG0691
 JG0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0691
 JG0691.The geoid height was determined by GEOID03.
 JG0691
 JG0691;                    North         East     Units Scale Factor Converg.
 JG0691;SPC KS S     -   605,389.013   430,035.995   MT  0.99999050   +0 12 41.9
 JG0691;UTM  14      - 4,263,485.893   573,613.798   MT  0.99966673   +0 31 33.1
 JG0691
 JG0691                          SUPERSEDED SURVEY CONTROL
 JG0691
 JG0691  NAD 83(1986)-  38 31 00.17911(N)    098 09 20.14596(W) AD(       ) 4
 JG0691  NAD 27      -  38 31 00.14741(N)    098 09 18.94660(W) AD(       ) 3
 JG0691
 JG0691.Superseded values are not recommended for survey control.
 JG0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0691.See file dsdata.txt to determine how the superseded data were derived.
 JG0691
 JG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH7361463486(NAD 83)
 JG0691_MARKER: 53 = ELEVATED TANK
 JG0691
 JG0691  HISTORY     - Date     Condition        Report By
 JG0691  HISTORY     - 1967     FIRST OBSERVED   CGS
 JG0691
 JG0691                          STATION DESCRIPTION
 JG0691
 JG0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 JG0691'STATION IS LOCATED IN A SMALL CITY PARK WHICH IS ABOUT 1 BLOCK EAST
 JG0691'OF THE MAIN STREET AND IN THE CENTRAL SECTION OF THE SMALL TOWN OF
 JG0691'GENESEO.
 JG0691'
 JG0691'STATION IS A STEEL TANK WHICH HAS AN OVAL SHAPED BOTTOM AND A CONICAL
 JG0691'SHAPED ROOF WHICH IS PAINTED GREEN.  TANK IS SILVER IN COLOR, HAS A
 JG0691'LIGHT ON TOP AND TANK IS SUPPORTED BY 4-STEEL DOUBLE I-BEAM LEGS.
 JG0691'
 JG0691'TANK IS ABOUT 180 FEET IN HEIGHT.
 JG0691'
 JG0691'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0921 ***********************************************************************
 JG0921  DESIGNATION -  GEOBEL
 JG0921  PID         -  JG0921
 JG0921  STATE/COUNTY-  KS/HODGEMAN
 JG0921  USGS QUAD   -  JETMORE NW (1970)
 JG0921
 JG0921                         *CURRENT SURVEY CONTROL
 JG0921  ___________________________________________________________________
 JG0921* NAD 83(1997)-  38 12 45.98304(N)    099 54 59.11775(W)     ADJUSTED  
 JG0921* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 JG0921  ___________________________________________________________________
 JG0921  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 JG0921  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JG0921
 JG0921  HORZ ORDER  -  SECOND
 JG0921
 JG0921.The horizontal coordinates were established by classical geodetic methods
 JG0921.and adjusted by the National Geodetic Survey in October 1998..
 JG0921
 JG0921.The orthometric height was scaled from a topographic map.
 JG0921
 JG0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0921
 JG0921.The geoid height was determined by GEOID03.
 JG0921
 JG0921;                    North         East     Units Scale Factor Converg.
 JG0921;SPC KS S     -   572,538.319   275,963.594   MT  0.99994915   -0 52 13.6
 JG0921;UTM  14      - 4,229,819.964   419,772.847   MT  0.99967927   -0 34 00.9
 JG0921
 JG0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0921!SPC KS S     -   0.99988870  x   0.99994915  =   0.99983786
 JG0921!UTM  14      -   0.99988870  x   0.99967927  =   0.99956801
 JG0921
 JG0921:                Primary Azimuth Mark                     Grid Az
 JG0921:SPC KS S     -  HAWK                                     051 15 46.2
 JG0921:UTM  14      -  HAWK                                     050 57 33.5
 JG0921
 JG0921|---------------------------------------------------------------------|
 JG0921| PID    Reference Object                     Distance      Geod. Az  |
 JG0921|                                                           dddmmss.s |
 JG0921| JG0913 HAWK                                APPROX. 6.0 KM 0502332.6 |
 JG0921| CK9705 GEOBEL RM 1                          26.346 METERS 17432     |
 JG0921| CK9706 GEOBEL RM 2                          19.218 METERS 28851     |
 JG0921|---------------------------------------------------------------------|
 JG0921
 JG0921                          SUPERSEDED SURVEY CONTROL
 JG0921
 JG0921  NAD 83(1997)-  38 12 45.99072(N)    099 54 59.11759(W) AD(       ) 2
 JG0921  NAD 83(1986)-  38 12 45.99044(N)    099 54 59.11747(W) AD(       ) 2
 JG0921  NAD 27      -  38 12 45.92811(N)    099 54 57.65848(W) AD(       ) 2
 JG0921
 JG0921.Superseded values are not recommended for survey control.
 JG0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0921.See file dsdata.txt to determine how the superseded data were derived.
 JG0921
 JG0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH1977329820(NAD 83)
 JG0921
 JG0921  HISTORY     - Date     Condition        Report By
 JG0921  HISTORY     - 1964     MONUMENTED       CGS
 JG0921  HISTORY     - 1964     GOOD             CGS
 JG0921
 JG0921                          STATION DESCRIPTION
 JG0921
 JG0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0921'THE STATION IS 16-1/2 MILES SOUTH OF NESS CITY, 9 MILES NORTH OF
 JG0921'JETMORE, IN SECTION 24, T 21 S, R 24 W, 100 YARDS NORTH OF A METAL
 JG0921'BUILDING, IN A NORTHEAST FENCE CORNER AT THE FARM OWNED BY MR. NICK
 JG0921'GEOBEL.
 JG0921'
 JG0921'TO REACH THE STATION FROM THE COURTHOUSE IN JETMORE, GO NORTH ON
 JG0921'U.S. HIGHWAY 283 FOR 9.1 MILES TO A CROSSROAD AND A SCHOOLHOUSE ON
 JG0921'THE LEFT.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO
 JG0921'A T-ROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE
 JG0921'TO THE DRIVEWAY TO THE GOEBEL HOME ON THE LEFT.  TURN LEFT AND GO
 JG0921'EAST FOR 0.05 TO A LARGE METAL BUILDING.  TURN LEFT AND GO NORTH
 JG0921'FOR 0.1 MILE TO THE STATION IN A NORTHEAST FENCE CORNER.
 JG0921'
 JG0921'THE STATION MARKS ARE STANDARD DISKS STAMPED GEOBEL 1964.  THE
 JG0921'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 JG0921'WHICH PROJECTS 3 INCHES.  IT IS 13 FEET SOUTHWEST OF A FENCE
 JG0921'CORNER, 12 FEET SOUTH OF AN EAST-WEST FENCE, 11 FEET SOUTHWEST OF A
 JG0921'METAL WITNESS POST AND 9 FEET WEST OF A NORTH-SOUTH FENCE.  THE
 JG0921'UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 44 INCHES BELOW THE
 JG0921'SURFACE OF THE GROUND.
 JG0921'
 JG0921'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GEOBEL NO. 1 1964, IS
 JG0921'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 JG0921'INCHES.  IT IS 96 FEET SOUTH OF A FENCE CORNER AND 1 FOOT WEST OF A
 JG0921'NORTH-SOUTH FENCE.
 JG0921'
 JG0921'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GEOBEL NO. 2 1964, IS
 JG0921'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 JG0921'INCHES.  IT IS 68 FEET WEST OF A FENCE CORNER AND 1 FOOT SOUTH OF
 JG0921'AN EAST-WEST FENCE.
 JG0921'
 JG0921'TRIANGULATION STATION HAWK MAY BE USED FOR THE AZIMUTH MARK.
 JG0921'
 JG0921'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 JG0921'
 JG0921'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0701 ***********************************************************************
 KG0701  DESIGNATION -  GERMAN
 KG0701  PID         -  KG0701
 KG0701  STATE/COUNTY-  KS/SMITH
 KG0701  USGS QUAD   -  KENSINGTON NE (1973)
 KG0701
 KG0701                         *CURRENT SURVEY CONTROL
 KG0701  ___________________________________________________________________
 KG0701* NAD 83(1997)-  39 55 04.67832(N)    099 01 47.01124(W)     ADJUSTED  
 KG0701* NAVD 88     -       638.29   (+/-2cm)    2094.1    (feet)  VERTCON   
 KG0701  ___________________________________________________________________
 KG0701  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 KG0701  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 KG0701
 KG0701  HORZ ORDER  -  THIRD
 KG0701  VERT ORDER  -  THIRD ? (See Below)
 KG0701
 KG0701.The horizontal coordinates were established by classical geodetic methods
 KG0701.and adjusted by the National Geodetic Survey in October 1998..
 KG0701
 KG0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0701.The vertical order pertains to the NGVD 29 superseded value.
 KG0701
 KG0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0701
 KG0701.The geoid height was determined by GEOID03.
 KG0701
 KG0701;                    North         East     Units Scale Factor Converg.
 KG0701;SPC KS N     -   176,421.558   311,962.377   MT  1.00002462   -0 39 05.5
 KG0701;SPC NE       -     9,863.016   582,955.976   MT  1.00003806   +0 38 34.8
 KG0701;UTM  14      - 4,418,652.757   497,459.620   MT  0.99960008   -0 01 08.7
 KG0701
 KG0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0701!SPC KS N     -   0.99990388  x   1.00002462  =   0.99992850
 KG0701!SPC NE       -   0.99990388  x   1.00003806  =   0.99994194
 KG0701!UTM  14      -   0.99990388  x   0.99960008  =   0.99950400
 KG0701
 KG0701|---------------------------------------------------------------------|
 KG0701| PID    Reference Object                     Distance      Geod. Az  |
 KG0701|                                                           dddmmss.s |
 KG0701| CN8592 GERMAN RM 1                          13.679 METERS 17841     |
 KG0701| CN8591 GERMAN AZ MK                                       1810442.2 |
 KG0701| CN8593 GERMAN RM 2                          17.029 METERS 27130     |
 KG0701|---------------------------------------------------------------------|
 KG0701
 KG0701                          SUPERSEDED SURVEY CONTROL
 KG0701
 KG0701  NAD 83(1997)-  39 55 04.68178(N)    099 01 47.01277(W) AD(       ) 3
 KG0701  NAD 83(1986)-  39 55 04.68448(N)    099 01 47.01236(W) AD(       ) 3
 KG0701  NAD 27      -  39 55 04.64400(N)    099 01 45.71500(W) AD(       ) 3
 KG0701  NGVD 29 (07/19/86)  638.06   (m)         2093.4    (f) LEVELING    3  
 KG0701
 KG0701.Superseded values are not recommended for survey control.
 KG0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0701.See file dsdata.txt to determine how the superseded data were derived.
 KG0701
 KG0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK9746018653(NAD 83)
 KG0701_MARKER: DS = TRIANGULATION STATION DISK
 KG0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0701
 KG0701  HISTORY     - Date     Condition        Report By
 KG0701  HISTORY     - 1950     MONUMENTED       CGS
 KG0701
 KG0701                          STATION DESCRIPTION
 KG0701
 KG0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0701'THE STATION IS LOCATED ABOUT 10.75 MILES NORTH OF KENSINGTON,
 KG0701'5.75 MILES SOUTH OF THE KANSAS-NEBRASKA STATE LINE AND 2.0 MILES
 KG0701'EAST OF THE PHILLIPS-SMITH COUNTY LINE.  IT IS 27 FEET EAST OF
 KG0701'THE CENTER OF GRAVELED ROAD, 7.5 FEET SOUTH OF TRIANGULAR BLAZED
 KG0701'TELEPHONE POLE, 4.5 FEET SOUTH OF WITNESS POST AND 2 FEET WEST
 KG0701'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED GERMAN 1950 AND
 KG0701'PROJECTS 3 INCHES.
 KG0701'
 KG0701'REFERENCE MARK NO. 1 IS 27 FEET EAST OF THE CENTER OF GRAVELED
 KG0701'ROAD AND 1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KG0701'GERMAN NO 1 1950 AND PROJECTS 5 INCHES.
 KG0701'
 KG0701'REFERENCE MARK NO. 2 IS 29 FEET WEST OF THE CENTER OF GRAVELED
 KG0701'ROAD AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KG0701'GERMAN NO 2 1950 AND PROJECTS 5 INCHES.
 KG0701'
 KG0701'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KG0701'2 IS 73.35 FEET.
 KG0701'
 KG0701'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTER OF GRAVELED ROAD,
 KG0701'1.5 FEET NORTH OF WITNESS POST AND 0.5 FOOT EAST OF NORTH-SOUTH
 KG0701'FENCE LINE.  IT IS STAMPED GERMAN 1950 AND PROJECTS 3 INCHES.
 KG0701'
 KG0701'TO REACH THE STATION FROM THE DEPOT IN KENSINGTON, GO NORTH ON
 KG0701'U.S. HIGHWAY 36 FOR 0.5 MILE TO WHERE U.S. HIGHWAY 36 TURNS
 KG0701'RIGHT, CONTINUE NORTH ON GRAVELED ROAD FOR 9.15 MILES TO
 KG0701'CROSSROADS AND BEULAH METHODIST CHURCH ON THE LEFT, CONTINUE
 KG0701'NORTH ON GRAVELED ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 KG0701'LEFT AS DESCRIBED, CONTINUE NORTH ON MAIN ROAD FOR 0.35 MILES TO
 KG0701'WINDMILL ON THE LEFT, CONTINUE NORTH ON GRAVELED ROAD FOR 0.15
 KG0701'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 KG0701'
 KG0701'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1326 ***********************************************************************
 HF1326  DESIGNATION -  GEUDA
 HF1326  PID         -  HF1326
 HF1326  STATE/COUNTY-  KS/COWLEY
 HF1326  USGS QUAD   -  GEUDA SPRINGS (1965)
 HF1326
 HF1326                         *CURRENT SURVEY CONTROL
 HF1326  ___________________________________________________________________
 HF1326* NAD 83(1997)-  37 06 45.98087(N)    097 08 17.32960(W)     ADJUSTED  
 HF1326* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 HF1326  ___________________________________________________________________
 HF1326  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 HF1326  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 HF1326
 HF1326  HORZ ORDER  -  THIRD
 HF1326
 HF1326.The horizontal coordinates were established by classical geodetic methods
 HF1326.and adjusted by the National Geodetic Survey in October 1998..
 HF1326
 HF1326.The orthometric height was scaled from a topographic map.
 HF1326
 HF1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1326
 HF1326.The geoid height was determined by GEOID03.
 HF1326
 HF1326;                    North         East     Units Scale Factor Converg.
 HF1326;SPC KS S     -   450,395.714   521,041.332   MT  1.00003381   +0 50 12.8
 HF1326;UTM  14      - 4,109,004.785   665,423.363   MT  0.99993711   +1 07 25.2
 HF1326
 HF1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1326!SPC KS S     -   0.99994975  x   1.00003381  =   0.99998356
 HF1326!UTM  14      -   0.99994975  x   0.99993711  =   0.99988686
 HF1326
 HF1326|---------------------------------------------------------------------|
 HF1326| PID    Reference Object                     Distance      Geod. Az  |
 HF1326|                                                           dddmmss.s |
 HF1326| CL5253 GEUDA RM 1                           26.300 METERS 12229     |
 HF1326| CL5252 GEUDA AZ MK                                        2723113.3 |
 HF1326| CL5254 GEUDA RM 2                           25.580 METERS 32524     |
 HF1326|---------------------------------------------------------------------|
 HF1326
 HF1326                          SUPERSEDED SURVEY CONTROL
 HF1326
 HF1326  NAD 83(1997)-  37 06 45.98249(N)    097 08 17.32587(W) AD(       ) 3
 HF1326  NAD 83(1986)-  37 06 45.99219(N)    097 08 17.32040(W) AD(       ) 3
 HF1326  NAD 27      -  37 06 45.89070(N)    097 08 16.17569(W) AD(       ) 3
 HF1326
 HF1326.Superseded values are not recommended for survey control.
 HF1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1326.See file dsdata.txt to determine how the superseded data were derived.
 HF1326
 HF1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6542309005(NAD 83)
 HF1326_MARKER: DS = TRIANGULATION STATION DISK
 HF1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1326
 HF1326  HISTORY     - Date     Condition        Report By
 HF1326  HISTORY     - 1957     MONUMENTED       CGS
 HF1326
 HF1326                          STATION DESCRIPTION
 HF1326
 HF1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1326'STATION IS ABOUT 3/4 MILE EAST-NORTHEAST OF THE TOWN OF GEUDA
 HF1326'SPRINGS, IN NORTHEAST 1/4 OF SECTION 7, T 34 S, R 3 E, ON LAND
 HF1326'OWNED BY MR. W.J. TORRINGTON OF WICHITA AND OCCUPIED BY MR.
 HF1326'ERNEST BILYEN.
 HF1326'
 HF1326'STATION IS REACHED FROM THE INTERSECTION JUST EAST OF THE GEUDA
 HF1326'SPRINGS MUNICIPAL WATER TANK BY GOING EAST ON SURFACED ROAD
 HF1326'0.65 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON A
 HF1326'PRIVATE ROAD 0.3 MILE TO A WHITE FRAME HOUSE ON THE LEFT AND
 HF1326'A BARN ON THE RIGHT, PASS BETWEEN THEM AND CONTINUE 0.05 MILE
 HF1326'TO THE STATION LOCATED ON THE NORTH SIDE OF A THREE STORY BRICK
 HF1326'HOUSE.
 HF1326'
 HF1326'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 9 INCH SQUARE,
 HF1326'CONCRETE POSTS.
 HF1326'
 HF1326'STATION MARKS ARE STAMPED GEUDA 1957 AND THE SURFACE MARK PROJECTS
 HF1326'1 INCH.  IT IS 85 FEET SOUTHEAST OF A POWERLINE POLE, 52 FEET
 HF1326'NORTHEAST OF THE NORTHWEST CORNER OF THE BRICK HOUSE AND 47 FEET
 HF1326'NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE.  A 4 IN X 4 IN
 HF1326'WHITE WITNESS POST WAS SET 84 FEET NORTHWEST OF THE MARK.  THE
 HF1326'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HF1326'32 INCHES BELOW THE GROUND SURFACE.
 HF1326'
 HF1326'REFERENCE MARK 1 IS STAMPED GEUDA NO 1 1957 AND PROJECTS 2
 HF1326'INCHES.  IT IS 66 FEET EAST OF THE NORTHEAST CORNER OF THE
 HF1326'HOUSE, 41 FEET NORTHEAST OF A WELL AND 27 FEET NORTH OF THE
 HF1326'NORTHWEST CORNER OF A 10 FOOT BY 25 FOOT BRICK BUILDING.
 HF1326'
 HF1326'REFERENCE MARK 2 IS STAMPED GEUDA NO 2 1957 AND PROJECTS 2
 HF1326'INCHES.  IT IS 129 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 HF1326'HOUSE, 115 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE
 HF1326'AND 2 FEET EAST OF THE POWERLINE POLE.  THE WITNESS POST WAS SET
 HF1326'2 FEET SOUTHEAST OF THE MARK.
 HF1326'
 HF1326'AZIMUTH MARK IS REACHED FROM THE INTERSECTION EAST OF THE WATER
 HF1326'TANK BY GOING NORTH ON A PAVED ROAD 0.4 MILE TO A SMALL STORE
 HF1326'ON THE RIGHT AND A GRADED ROAD RIGHT, TURN RIGHT ON THE GRADED
 HF1326'ROAD AND GO EAST 0.25 MILE TO POWERLINE POLE NUMBER 99 AND THE
 HF1326'MARK ON THE LEFT.  IT IS STAMPED GEUDA 1957 AND PROJECTS 8
 HF1326'INCHES.  IT IS 38 FEET NORTH OF THE CENTER OF THE GRADED ROAD,
 HF1326'2 FEET EAST OF THE POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS
 HF1326'POST WAS SET 1 FOOT SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1324 ***********************************************************************
 HF1324  DESIGNATION -  GEUDA SPRINGS MC DANIEL ELEV
 HF1324  PID         -  HF1324
 HF1324  STATE/COUNTY-  KS/SUMNER
 HF1324  USGS QUAD   -  GEUDA SPRINGS (1965)
 HF1324
 HF1324                         *CURRENT SURVEY CONTROL
 HF1324  ___________________________________________________________________
 HF1324* NAD 83(1997)-  37 06 17.59557(N)    097 08 58.94545(W)     ADJUSTED  
 HF1324* NAVD 88     -                                                        
 HF1324  ___________________________________________________________________
 HF1324  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 HF1324  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HF1324
 HF1324  HORZ ORDER  -  THIRD
 HF1324
 HF1324.The horizontal coordinates were established by classical geodetic methods
 HF1324.and adjusted by the National Geodetic Survey in October 1998..
 HF1324
 HF1324
 HF1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1324
 HF1324.The geoid height was determined by GEOID03.
 HF1324
 HF1324;                    North         East     Units Scale Factor Converg.
 HF1324;SPC KS S     -   449,505.778   520,026.630   MT  1.00003574   +0 49 47.3
 HF1324;UTM  14      - 4,108,109.872   664,413.228   MT  0.99993301   +1 06 59.4
 HF1324
 HF1324                          SUPERSEDED SURVEY CONTROL
 HF1324
 HF1324  NAD 83(1997)-  37 06 17.59717(N)    097 08 58.94194(W) AD(       ) 4
 HF1324  NAD 83(1986)-  37 06 17.60677(N)    097 08 58.93608(W) AD(       ) 4
 HF1324  NAD 27      -  37 06 17.50612(N)    097 08 57.78826(W) AD(       ) 3
 HF1324
 HF1324.Superseded values are not recommended for survey control.
 HF1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1324.See file dsdata.txt to determine how the superseded data were derived.
 HF1324
 HF1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6441308110(NAD 83)
 HF1324_MARKER: 65 = GRAIN ELEVATOR
 HF1324
 HF1324  HISTORY     - Date     Condition        Report By
 HF1324  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1324
 HF1324                          STATION DESCRIPTION
 HF1324
 HF1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1324'STATION IS THE NORTH GABLE OF THE ELEVATOR.  IT IS LOCATED
 HF1324'IN THE SOUTH EDGE OF GEUDA SPRINGS, 0.1 MILE WEST OF A NORTH-SOUTH
 HF1324'MACADAM ROAD AND 50 FEET SOUTH OF RAILROAD TRACKS.  IT IS A WOOD
 HF1324'FRAME BUILDING COVERED BY SHEET METAL, GRAYISH IN COLOR AND
 HF1324'70 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1325 ***********************************************************************
 HF1325  DESIGNATION -  GEUDA SPRINGS MUNICIPAL TANK
 HF1325  PID         -  HF1325
 HF1325  STATE/COUNTY-  KS/SUMNER
 HF1325  USGS QUAD   -  GEUDA SPRINGS (1965)
 HF1325
 HF1325                         *CURRENT SURVEY CONTROL
 HF1325  ___________________________________________________________________
 HF1325* NAD 83(1997)-  37 06 24.51403(N)    097 08 59.28667(W)     ADJUSTED  
 HF1325* NAVD 88     -                                                        
 HF1325  ___________________________________________________________________
 HF1325  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 HF1325  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HF1325
 HF1325  HORZ ORDER  -  THIRD
 HF1325
 HF1325.The horizontal coordinates were established by classical geodetic methods
 HF1325.and adjusted by the National Geodetic Survey in October 1998..
 HF1325
 HF1325
 HF1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1325
 HF1325.The geoid height was determined by GEOID03.
 HF1325
 HF1325;                    North         East     Units Scale Factor Converg.
 HF1325;SPC KS S     -   449,718.921   520,015.117   MT  1.00003527   +0 49 47.0
 HF1325;UTM  14      - 4,108,322.933   664,400.649   MT  0.99993295   +1 06 59.3
 HF1325
 HF1325                          SUPERSEDED SURVEY CONTROL
 HF1325
 HF1325  NAD 83(1997)-  37 06 24.51570(N)    097 08 59.28305(W) AD(       ) 4
 HF1325  NAD 83(1986)-  37 06 24.52528(N)    097 08 59.27724(W) AD(       ) 4
 HF1325  NAD 27      -  37 06 24.42436(N)    097 08 58.12955(W) AD(       ) 3
 HF1325
 HF1325.Superseded values are not recommended for survey control.
 HF1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1325.See file dsdata.txt to determine how the superseded data were derived.
 HF1325
 HF1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6440108323(NAD 83)
 HF1325_MARKER: 53 = ELEVATED TANK
 HF1325
 HF1325  HISTORY     - Date     Condition        Report By
 HF1325  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1325
 HF1325                          STATION DESCRIPTION
 HF1325
 HF1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1325'THE STATION IS FINIAL ON THE APEX OF THE TANK.  IT IS LOCATED
 HF1325'IN THE SOUTHERN PART OF GEUDA SPRINGS 0.1 MILE WEST OF A MACADAM
 HF1325'ROAD AND 125 FEET SOUTH OF A GRAVEL ROAD.  IT IS AN ELEVATED
 HF1325'TANK SUPPORTED BY A FOUR-LEGGED STEEL, FRAMEWORK, PAINTED ALUMINUM
 HF1325'IN COLOR AND 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0609 ***********************************************************************
 JH0609  DESIGNATION -  GILBERT
 JH0609  PID         -  JH0609
 JH0609  STATE/COUNTY-  KS/WALLACE
 JH0609  USGS QUAD   -  SOUTH FLATS (1979)
 JH0609
 JH0609                         *CURRENT SURVEY CONTROL
 JH0609  ___________________________________________________________________
 JH0609* NAD 83(1997)-  38 51 39.31657(N)    101 42 42.52883(W)     ADJUSTED  
 JH0609* NAVD 88     -      1100.     (meters)    3609.     (feet)  SCALED    
 JH0609  ___________________________________________________________________
 JH0609  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 JH0609  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 JH0609
 JH0609  HORZ ORDER  -  THIRD
 JH0609
 JH0609.The horizontal coordinates were established by classical geodetic methods
 JH0609.and adjusted by the National Geodetic Survey in October 1998..
 JH0609
 JH0609.The orthometric height was scaled from a topographic map.
 JH0609
 JH0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0609
 JH0609.The geoid height was determined by GEOID03.
 JH0609
 JH0609;                    North         East     Units Scale Factor Converg.
 JH0609;SPC KS N     -    65,169.549    77,927.110   MT  0.99997985   -2 20 54.7
 JH0609;UTM  14      - 4,304,838.268   264,701.423   MT  1.00028182   -1 42 08.1
 JH0609
 JH0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0609!SPC KS N     -   0.99983114  x   0.99997985  =   0.99981099
 JH0609!UTM  14      -   0.99983114  x   1.00028182  =   1.00011291
 JH0609
 JH0609:                Primary Azimuth Mark                     Grid Az
 JH0609:SPC KS N     -  POND                                     356 34 04.9
 JH0609:UTM  14      -  POND                                     355 55 18.3
 JH0609
 JH0609|---------------------------------------------------------------------|
 JH0609| PID    Reference Object                     Distance      Geod. Az  |
 JH0609|                                                           dddmmss.s |
 JH0609| JH0614 POND                                APPROX.13.4 KM 3541310.2 |
 JH0609|---------------------------------------------------------------------|
 JH0609
 JH0609                          SUPERSEDED SURVEY CONTROL
 JH0609
 JH0609  NAD 83(1986)-  38 51 39.31724(N)    101 42 42.52806(W) AD(       ) 3
 JH0609  NAD 27      -  38 51 39.28100(N)    101 42 40.91400(W) AD(       ) 3
 JH0609
 JH0609.Superseded values are not recommended for survey control.
 JH0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0609.See file dsdata.txt to determine how the superseded data were derived.
 JH0609
 JH0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6470104838(NAD 83)
 JH0609_MARKER: Z = SEE DESCRIPTION
 JH0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0609+STABILITY: SURFACE MOTION
 JH0609
 JH0609  HISTORY     - Date     Condition        Report By
 JH0609  HISTORY     - 1908     MONUMENTED       CGS
 JH0609  HISTORY     - 1934     MARK NOT FOUND   CGS
 JH0609  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JH0609
 JH0609                          STATION DESCRIPTION
 JH0609
 JH0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (WHB)
 JH0609'ABOUT 7 MILES S. 60 DEG W. FROM WALLACE, AND 3 MILES SOUTH OF THE
 JH0609'UNION PACIFIC RAILWAY, IN THE SE 1/4 SW 1/4 SEC. 1, T. 14 S.,
 JH0609'R. 40 W.  THE STATION IS ABOUT 4 FEET FROM THE EAST LINE OF THE
 JH0609'QUARTER SECTION AND ABOUT 5 FEET FROM THE NORTH LINE, ON
 JH0609'PASTURE LAND BELONGING TO H.E. GILBERT WHO LIVES ABOUT 2 MILES
 JH0609'EAST OF SHARON SPRINGS AND ABOUT 2 MILES NORTH OF THE STATION.
 JH0609'IT IS MARKED BY A PINT BOTTLE ENCASED IN A CYLINDER OF CONCRETE
 JH0609'12 INCHES IN DIAMETER AND 18 INCHES LONG WITH THE TOP
 JH0609'INSCRIBED U.S.C. AND G.S. 1908.  THE UNDERGROUND MARK IS
 JH0609'SIMILAR EXCEPT THAT THE CYLINDER IS ONLY 12 INCHES LONG AND
 JH0609'HAS NO INSCRIPTION.  BROKEN GLASS WAS PLACED AROUND THE STATION
 JH0609'MARK AND AROUND THE TRIPOD LEGS.
 JH0609
 JH0609                          STATION RECOVERY (1934)
 JH0609
 JH0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JH0609'NOT RECOVERED.
 JH0609'
 JH0609'THE SOUTHWEST QUARTER OF SEC. 1, T. 14 S., R. 40 W. IS OWNED
 JH0609'BY GEORGIA C. WRIGHT.  MR. BROCK, THE LESSEE OF THE RANCH,
 JH0609'AIDED IN THE SEARCH FOR THE STATION.  THE PARTY WENT TO THE
 JH0609'LOCATION ALONG A WINDING TRAIL THROUGH THE RANCH.  MR. BROCK
 JH0609'POINTED OUT A CROSS FENCE AT THE SOUTHWEST CORNER OF SEC.
 JH0609'1, AND THE PARTY SPENT ABOUT 3 HOURS LOOKING FOR THE STATION
 JH0609'IN THE AREA ABOUT A HALF MILE EAST OF THIS FENCE.  IT IS
 JH0609'POSSIBLE THAT THE PARTY SEARCHED IN THE WRONG LOCALITY.
 JH0609
 JH0609                          STATION RECOVERY (1934)
 JH0609
 JH0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (LAM)
 JH0609'LEWIS A. MC ARTHUR, PUBLIC SERVICE BUILDING, PORTLAND, OREGON,
 JH0609'REPORTS THAT THE RAILROAD DESCRIBED AS UNION PACIFIC RAILWAY
 JH0609'IN SPECIAL PUBLICATION NO. 179 SHOULD BE CALLED UNION PACIFIC
 JH0609'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1581 ***********************************************************************
 JF1581  DESIGNATION -  GILMORE
 JF1581  PID         -  JF1581
 JF1581  STATE/COUNTY-  KS/RENO
 JF1581  USGS QUAD   -  HUTCHINSON NW (1978)
 JF1581
 JF1581                         *CURRENT SURVEY CONTROL
 JF1581  ___________________________________________________________________
 JF1581* NAD 83(1997)-  38 10 01.01060(N)    097 57 13.46832(W)     ADJUSTED  
 JF1581* NAVD 88     -       533.2    (meters)    1749.     (feet)  VERTCON   
 JF1581  ___________________________________________________________________
 JF1581  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JF1581  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 JF1581
 JF1581  HORZ ORDER  -  FIRST
 JF1581
 JF1581.The horizontal coordinates were established by classical geodetic methods
 JF1581.and adjusted by the National Geodetic Survey in October 1998..
 JF1581
 JF1581.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1581
 JF1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1581
 JF1581.The geoid height was determined by GEOID03.
 JF1581
 JF1581;                    North         East     Units Scale Factor Converg.
 JF1581;SPC KS S     -   566,649.968   447,867.391   MT  0.99994536   +0 20 08.5
 JF1581;UTM  14      - 4,224,855.585   591,651.308   MT  0.99970345   +0 38 47.7
 JF1581
 JF1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1581!SPC KS S     -   0.99992072  x   0.99994536  =   0.99986608
 JF1581!UTM  14      -   0.99992072  x   0.99970345  =   0.99962419
 JF1581
 JF1581                          SUPERSEDED SURVEY CONTROL
 JF1581
 JF1581  NAD 83(1997)-  38 10 01.01845(N)    097 57 13.46832(W) AD(       ) 1
 JF1581  NAD 83(1986)-  38 10 01.01878(N)    097 57 13.46796(W) AD(       ) 1
 JF1581  NAD 27      -  38 10 00.98200(N)    097 57 12.28300(W) AD(       ) 1
 JF1581  NGVD 29 (07/19/86)  533.0    (m)         1749.     (f) VERT ANG       
 JF1581
 JF1581.Superseded values are not recommended for survey control.
 JF1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1581.See file dsdata.txt to determine how the superseded data were derived.
 JF1581
 JF1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9165124856(NAD 83)
 JF1581_MARKER: DD = SURVEY DISK
 JF1581_SETTING: 0 = UNSPECIFIED SETTING
 JF1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1581+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2006
 JF1581
 JF1581  HISTORY     - Date     Condition        Report By
 JF1581  HISTORY     - 1901     MONUMENTED       CGS
 JF1581  HISTORY     - 1934     GOOD             CGS
 JF1581  HISTORY     - 1935     MARK NOT FOUND   CGS
 JF1581  HISTORY     - 20060626 GOOD             KSSS
 JF1581
 JF1581                          STATION DESCRIPTION
 JF1581
 JF1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (ATM)
 JF1581'ABOUT 8 MILES NORTH AND 2 MILES WEST OF HUTCHINSON, 6 MILES EAST
 JF1581'AND 2 MILES NORTH OF NICKERSON, AND ABOUT 300 YARDS SOUTH OF
 JF1581'MR. FENWICKS HOUSE, ON A SAND HILL.  THE WEST SIDE OF THE HILL
 JF1581'IS BEING SCOOPED OUT BY THE WIND AND THE STATION WILL PROBABLY
 JF1581'SOON DISAPPEAR.  THE STATION IS MARKED BY AN OLD TYPE BRONZE
 JF1581'STATION MARK SET IN CONCRETE IN A 6-INCH DRAIN TILE.  THE FLANGE
 JF1581'OF THE TILE IS FLUSH WITH THE GROUND.  CAST IN THE BRONZE MARK
 JF1581'IS A CROSS INSTEAD OF A TRIANGLE.  IT IS SECURED IN THE
 JF1581'CONCRETE BY A STEM 76 MILLIMETERS LONG.  TWO WITNESS MARKS,
 JF1581'EACH CONSISTING OF A 4-INCH DRAIN TILE FILLED WITH
 JF1581'CONCRETE, WITH A NAIL AT THE CENTER OF THE TOP, ARE FLUSH
 JF1581'WITH THE GROUND ABOUT 6 FEET FROM THE STATION, ONE NORTH
 JF1581'AND THE OTHER SOUTH.
 JF1581
 JF1581                          STATION RECOVERY (1934)
 JF1581
 JF1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JF1581'NOT RECOVERED ON THIS DATE.  THERE ARE TWO PROMINENT SAND MOUNDS
 JF1581'IN THIS VICINITY.  THE ONE THAT TALLIES IN DISTANCE, ACCORDING TO
 JF1581'THE DESCRIPTION GIVEN, IS 6 MILES EAST AND 1-3/4 MILES NORTH OF
 JF1581'NICKERSON, AND 8 MILES NORTH, AND 2 MILES WEST OF HUTCHINSON.
 JF1581'THE OTHER MOUND IS ABOUT 1-1/4 MILES EAST OF MOUND FIRST
 JF1581'DESCRIBED, AND IS THE ONE ON WHICH THE TOWER WAS LOCATED,
 JF1581'ACCORDING TO MR. HENRY HOTH, WHO REMEMBERED WHERE AND WHEN THE
 JF1581'TOWER WAS PLACED.  THIS LAST DESCRIBED MOUND HAS BADLY CAVED
 JF1581'ON THE WEST SIDE.  THE MARKS MAY HAVE BEEN DESTROYED.  THE
 JF1581'AREA OF THE HIGH POINT ON EACH HILL IS ABOUT 30- BY 5 FEET.
 JF1581'A 15-INCH SPADE WAS USED, BUT NO MARKS WERE UNCOVERED ON EITHER
 JF1581'HILL.
 JF1581
 JF1581                          STATION RECOVERY (1935)
 JF1581
 JF1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 JF1581'THE STATION SITE WAS VISITED, AND SEARCH WAS MADE FOR THE STATION.
 JF1581'THE FENWICK HOUSE DESCRIBED AS BEING 300 YARDS NORTH OF THE
 JF1581'STATION HAS BEEN REMOVED.  THE PRESENT OCCUPANTS OF THE FARM
 JF1581'REPORT THAT THE SAND HILL WHERE THE STATION WAS LOCATED HAS
 JF1581'BEEN BLOWN AWAY CONSIDERABLY WITHIN THE PAST FEW YEARS.  IT WAS
 JF1581'ALSO REPORTED THAT A FLAT SLAB OF CONCRETE WAS FOUND ON FLAT
 JF1581'GROUND BELOW THE STATION SITE.  THIS MIGHT HAVE BEEN PART OF
 JF1581'THE ORIGINAL STATION MARK.
 JF1581'
 JF1581'TO REACH FROM NICKERSON, GO SOUTH AND EAST ON STATE HIGHWAY 96
 JF1581'FOR 2.7 MILES, TURN NORTH IN SECTION LINE ROAD BETWEEN TWO
 JF1581'ROWS OF TREES, GO NORTH 2.00 MILES, TURN EAST ON DIRT ROAD ALONG
 JF1581'SECTION LINE, GO 4.1 MILES TO FENWICK FARM.  THE STATION SITE
 JF1581'IS ABOUT 1/2 MILE SOUTHEAST, ON HIGHEST SAND HILL.
 JF1581'
 JF1581'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 JF1581
 JF1581                          STATION RECOVERY (2006)
 JF1581
 JF1581'RECOVERY NOTE BY KANSAS SOCIETY OF SURVEYORS 2006 (LPD)
 JF1581'MONUMENT FOUND USING OLD SUBDIVISION PLAT FOR THE AREA.  NOTE
 JF1581'LANDOWNER MAY BE CONSTRUCTING A HOME OVER SITE.  CONTACTED MONROE
 JF1581'RIVERS (NGS/KDOT LIASON)AND NOTIFIED OF SITUATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1150 ***********************************************************************
 HE1150  DESIGNATION -  GIRARD
 HE1150  PID         -  HE1150
 HE1150  STATE/COUNTY-  KS/CRAWFORD
 HE1150  USGS QUAD   -  GIRARD (1964)
 HE1150
 HE1150                         *CURRENT SURVEY CONTROL
 HE1150  ___________________________________________________________________
 HE1150* NAD 83(1997)-  37 30 20.90499(N)    094 50 39.61531(W)     ADJUSTED  
 HE1150* NAVD 88     -       302.7    (meters)     993.     (feet)  VERTCON   
 HE1150  ___________________________________________________________________
 HE1150  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HE1150  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 HE1150
 HE1150  HORZ ORDER  -  SECOND
 HE1150
 HE1150.The horizontal coordinates were established by classical geodetic methods
 HE1150.and adjusted by the National Geodetic Survey in October 1998..
 HE1150
 HE1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1150
 HE1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1150
 HE1150.The geoid height was determined by GEOID03.
 HE1150
 HE1150;                    North         East     Units Scale Factor Converg.
 HE1150;SPC KS S     -   499,467.420   723,133.315   MT  0.99996159   +2 14 47.4
 HE1150;UTM  15      - 4,152,583.325   336,984.137   MT  0.99992734   -1 07 23.4
 HE1150
 HE1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1150!SPC KS S     -   0.99995731  x   0.99996159  =   0.99991890
 HE1150!UTM  15      -   0.99995731  x   0.99992734  =   0.99988465
 HE1150
 HE1150:                Primary Azimuth Mark                     Grid Az
 HE1150:SPC KS S     -  GIRARD REA SEKAN ELEC RAD MAST           021 23 28.0
 HE1150:UTM  15      -  GIRARD REA SEKAN ELEC RAD MAST           024 45 38.8
 HE1150
 HE1150|---------------------------------------------------------------------|
 HE1150| PID    Reference Object                     Distance      Geod. Az  |
 HE1150|                                                           dddmmss.s |
 HE1150| HE1146 GIRARD REA SEKAN ELEC RAD MAST      APPROX. 0.7 KM 0233815.4 |
 HE1150| HE1145 GIRARD CO SHERIFFS RADIO MAST       351.055 METERS 03316     |
 HE1150| HE1147 GIRARD MUNICIPAL TANK               APPROX. 0.5 KM 0611200.5 |
 HE1150| HE1139 POLK MUNICIPAL TANK                 APPROX. 9.8 KM 0703952.9 |
 HE1150| HE1140 ARMA MUNICIPAL TANK                 APPROX.13.8 KM 0713906.7 |
 HE1150| CN6266 GIRARD RM 1                          51.588 METERS 11051     |
 HE1150| CN6265 GIRARD AZ MK                                       2642056.6 |
 HE1150| CN6267 GIRARD RM 2                          27.125 METERS 27844     |
 HE1150| HE1156 BRAZILTON EMMANUEL LUTH CHURCH      APPROX.13.4 KM 3224052.9 |
 HE1150|---------------------------------------------------------------------|
 HE1150
 HE1150                          SUPERSEDED SURVEY CONTROL
 HE1150
 HE1150  NAD 83(1997)-  37 30 20.91077(N)    094 50 39.61542(W) AD(       ) 2
 HE1150  NAD 83(1986)-  37 30 20.91563(N)    094 50 39.60787(W) AD(       ) 2
 HE1150  NAD 27      -  37 30 20.74238(N)    094 50 38.72690(W) AD(       ) 2
 HE1150  NGVD 29 (07/19/86)  302.6    (m)          993.     (f) VERT ANG       
 HE1150
 HE1150.Superseded values are not recommended for survey control.
 HE1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1150.See file dsdata.txt to determine how the superseded data were derived.
 HE1150
 HE1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3698452583(NAD 83)
 HE1150_MARKER: DS = TRIANGULATION STATION DISK
 HE1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1150
 HE1150  HISTORY     - Date     Condition        Report By
 HE1150  HISTORY     - 1965     MONUMENTED       CGS
 HE1150  HISTORY     - 1966     GOOD             CGS
 HE1150  HISTORY     - 20050803 MARK NOT FOUND   GEOCAC
 HE1150
 HE1150                          STATION DESCRIPTION
 HE1150
 HE1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1150'THE STATION IS LOCATED AT THE EMERSON SCHOOL IN GIRARD IN THE
 HE1150'SOUTHEAST CORNER OF THE SCHOOL GROUNDS.  PERMISSION WAS OBTAINED
 HE1150'FROM MR. TED R. TAYLOR, SUPERINTENDENT OF THE SCHOOL.
 HE1150'
 HE1150'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 HE1150'SQUARE IN GIRARD, GO SOUTH ON STATE HIGHWAY 7 AND SUMMIT AVENUE
 HE1150'FOR 3 BLOCKS TO MAGNOLA STREET.  TURN RIGHT AND GO WEST ON MAGNOLA
 HE1150'STREET FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 HE1150'
 HE1150'THE STATION MARK IS A STANDARD DISK, STAMPED GIRARD 1964, SET
 HE1150'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE1150'GROUND SURFACE.  IT IS 55.4 FEET SOUTHEAST OF THE SOUTHEAST
 HE1150'CORNER OF THE SCHOOL BUILDING, 42 FEET NORTH OF THE CENTERLINE
 HE1150'OF MAGNOLA STREET, 25 FEET WEST OF THE CENTERLINE OF A DRIVEWAY
 HE1150'AND 11 FEET NORTH OF THE NORTH EDGE OF SIDEWALK.
 HE1150'
 HE1150'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GIRARD NO 1 1964,
 HE1150'CEMENTED IN A DRILL HOLE IN THE SOUTH CURB OF MAGNOLA STREET.
 HE1150'IT IS 118 FEET WEST OF THE CENTERLINE OF SUMMIT AVENUE, 16 FEET
 HE1150'SOUTH OF THE CENTERLINE OF MAGNOLA STREET AND ABOUT THE SAME
 HE1150'ELEVATION AS THE STATION.
 HE1150'
 HE1150'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GIRARD NO 2 1964,
 HE1150'CEMENTED IN A DRILL HOLE IN THE CONCRETE STEPS OF THE SOUTH
 HE1150'ENTRANCE OF THE SCHOOL BUILDING.  IT IS 55 FEET NORTH OF
 HE1150'THE CENTERLINE OF MAGNOLA STREET, 14 FEET EAST OF A FLAGPOLE
 HE1150'AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE1150'
 HE1150'AZIMUTH MARK IS A STANDARD DISK, STAMPED GIRARD 1964, CEMENTED
 HE1150'IN A DRILL HOLE IN THE NORTHWEST CORNER OF CONCRETE SIDEWALK
 HE1150'AROUND BRICK BUILDING WHICH IS THE REST ROOM BUILDING OF THE
 HE1150'CITY PARK.  IT IS 35 FEET SOUTH OF THE CENTERLINE OF MAGNOLA
 HE1150'STREET, 34 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 HE1150'PAVED ROAD AND 5 FEET NORTHWEST OF THE NORTHWEST CORNER
 HE1150'OF THE REST ROOM BUILDING.  TO REACH THE MARK FROM THE STATION,
 HE1150'GO WEST ON MAGNOLA STREET FOR 0.2 MILE TO THE MARK ON THE
 HE1150'LEFT.
 HE1150'
 HE1150'HEIGHT OF LIGHT ABOVE STATION MARK 30.27 METERS.
 HE1150
 HE1150                          STATION RECOVERY (1966)
 HE1150
 HE1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1150'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE1150'WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
 HE1150
 HE1150                          STATION RECOVERY (2005)
 HE1150
 HE1150'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1150'THE SCHOOL HAS BEEN RAZED, AND A COUPLE OF HOUSES OCCUPY LOCATION OF
 HE1150'THE SCHOOL. A LOCAL RESIDENT INDICATED THE HOUSES HAVE BEEN PRESENT
 HE1150'FOR APPROX. 25 YEARS.
 HE1150'REFERENCE MARK 1 NOT FOUND. THE SOUTH CURB OF MAGNOLA STREET WAS NOT
 HE1150'LOCATED.
 HE1150'REFERENCE MARK 2 NOT FOUND. THE MARK WAS CEMENTED IN A DRILL HOLE IN
 HE1150'THE CONCRETE STEPS OF THE SCHOOL AND PRESUMED DESTROYED WHEN THE
 HE1150'SCHOOL WAS RAZED.
 HE1150'THE AZIMUTH MARK WAS FOUND.
 HE1150' 
 HE1150' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1101 ***********************************************************************
 HE1101  DESIGNATION -  GIRARD CRAW KAN TEL COOP MAST
 HE1101  PID         -  HE1101
 HE1101  STATE/COUNTY-  KS/CRAWFORD
 HE1101  USGS QUAD   -  RADLEY (1977)
 HE1101
 HE1101                         *CURRENT SURVEY CONTROL
 HE1101  ___________________________________________________________________
 HE1101* NAD 83(1997)-  37 29 48.66416(N)    094 50 35.39821(W)     ADJUSTED  
 HE1101* NAVD 88     -                                                        
 HE1101  ___________________________________________________________________
 HE1101  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 HE1101  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 HE1101
 HE1101  HORZ ORDER  -  THIRD
 HE1101
 HE1101.The horizontal coordinates were established by classical geodetic methods
 HE1101.and adjusted by the National Geodetic Survey in October 1998..
 HE1101
 HE1101
 HE1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1101
 HE1101.The geoid height was determined by GEOID03.
 HE1101
 HE1101;                    North         East     Units Scale Factor Converg.
 HE1101;SPC KS S     -   498,478.306   723,275.780   MT  0.99996272   +2 14 50.0
 HE1101;UTM  15      - 4,151,587.582   337,068.217   MT  0.99992700   -1 07 20.0
 HE1101
 HE1101                          SUPERSEDED SURVEY CONTROL
 HE1101
 HE1101  NAD 83(1997)-  37 29 48.66981(N)    094 50 35.39842(W) AD(       ) 4
 HE1101  NAD 83(1986)-  37 29 48.67529(N)    094 50 35.39056(W) AD(       ) 4
 HE1101  NAD 27      -  37 29 48.49420(N)    094 50 34.51379(W) AD(       ) 3
 HE1101
 HE1101.Superseded values are not recommended for survey control.
 HE1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1101.See file dsdata.txt to determine how the superseded data were derived.
 HE1101
 HE1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3706851588(NAD 83)
 HE1101_MARKER: 42 = RADIO/TV MAST
 HE1101
 HE1101  HISTORY     - Date     Condition        Report By
 HE1101  HISTORY     - 1966     FIRST OBSERVED   CGS
 HE1101  HISTORY     - 20050802 GOOD             GEOCAC
 HE1101
 HE1101                          STATION DESCRIPTION
 HE1101
 HE1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1101'THE STATION IS THE CENTER OF THE TOP OF A 340 FOOT HIGH, ALTERNATE
 HE1101'RED AND WHITE STEEL MAST LOCATED AT THE SOUTH EDGE OF TOWN ON
 HE1101'THE WEST SIDE OF STATE HIGHWAY 7.
 HE1101
 HE1101                          STATION RECOVERY (2005)
 HE1101
 HE1101'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1101' 
 HE1101' 
 HE1101' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1146 ***********************************************************************
 HE1146  DESIGNATION -  GIRARD REA SEKAN ELEC RAD MAST
 HE1146  PID         -  HE1146
 HE1146  STATE/COUNTY-  KS/CRAWFORD
 HE1146  USGS QUAD   -  GIRARD (1964)
 HE1146
 HE1146                         *CURRENT SURVEY CONTROL
 HE1146  ___________________________________________________________________
 HE1146* NAD 83(1997)-  37 30 40.66151(N)    094 50 28.76049(W)     ADJUSTED  
 HE1146* NAVD 88     -                                                        
 HE1146  ___________________________________________________________________
 HE1146  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HE1146  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 HE1146
 HE1146  HORZ ORDER  -  THIRD
 HE1146
 HE1146.The horizontal coordinates were established by classical geodetic methods
 HE1146.and adjusted by the National Geodetic Survey in October 1998..
 HE1146
 HE1146
 HE1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1146
 HE1146.The geoid height was determined by GEOID03.
 HE1146
 HE1146;                    North         East     Units Scale Factor Converg.
 HE1146;SPC KS S     -   500,086.471   723,375.807   MT  0.99996091   +2 14 54.1
 HE1146;UTM  15      - 4,153,187.031   337,262.588   MT  0.99992622   -1 07 17.3
 HE1146
 HE1146                          SUPERSEDED SURVEY CONTROL
 HE1146
 HE1146  NAD 83(1997)-  37 30 40.66723(N)    094 50 28.76062(W) AD(       ) 4
 HE1146  NAD 83(1986)-  37 30 40.67242(N)    094 50 28.75291(W) AD(       ) 4
 HE1146  NAD 27      -  37 30 40.50149(N)    094 50 27.87346(W) AD(       ) 3
 HE1146
 HE1146.Superseded values are not recommended for survey control.
 HE1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1146.See file dsdata.txt to determine how the superseded data were derived.
 HE1146
 HE1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3726353187(NAD 83)
 HE1146_MARKER: 42 = RADIO/TV MAST
 HE1146
 HE1146  HISTORY     - Date     Condition        Report By
 HE1146  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1146
 HE1146                          STATION DESCRIPTION
 HE1146
 HE1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1146'THE STATION IS THE CENTER OF THE TOP OF A 150 FOOT HIGH,
 HE1146'STEEL MAST, LOCATED AT THE CENTER OF TOWN AND ABOUT 150 FEET
 HE1146'EAST OF OZARK STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0555 ***********************************************************************
 KG0555  DESIGNATION -  GLADE 2
 KG0555  PID         -  KG0555
 KG0555  STATE/COUNTY-  KS/PHILLIPS
 KG0555  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0555
 KG0555                         *CURRENT SURVEY CONTROL
 KG0555  ___________________________________________________________________
 KG0555* NAD 83(1997)-  39 41 41.20206(N)    099 18 34.70925(W)     ADJUSTED  
 KG0555* NAVD 88     -       569.263  (meters)    1867.66   (feet)  ADJUSTED  
 KG0555  ___________________________________________________________________
 KG0555  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 KG0555  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 KG0555  DYNAMIC HT  -         568.895 (meters)    1866.45  (feet)  COMP
 KG0555  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 KG0555
 KG0555  HORZ ORDER  -  THIRD
 KG0555  VERT ORDER  -  THIRD
 KG0555
 KG0555.The horizontal coordinates were established by classical geodetic methods
 KG0555.and adjusted by the National Geodetic Survey in October 1998..
 KG0555
 KG0555.The orthometric height was determined by differential leveling
 KG0555.and adjusted by the National Geodetic Survey in June 1991..
 KG0555
 KG0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0555
 KG0555.The geoid height was determined by GEOID03.
 KG0555
 KG0555.The dynamic height is computed by dividing the NAVD 88
 KG0555.geopotential number by the normal gravity value computed on the
 KG0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0555.degrees latitude (g = 980.6199 gals.).
 KG0555
 KG0555.The modeled gravity was interpolated from observed gravity values.
 KG0555
 KG0555;                    North         East     Units Scale Factor Converg.
 KG0555;SPC KS N     -   151,952.407   287,673.722   MT  0.99998683   -0 49 43.1
 KG0555;UTM  14      - 4,393,927.314   473,451.771   MT  0.99960868   -0 11 52.0
 KG0555
 KG0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0555!SPC KS N     -   0.99991470  x   0.99998683  =   0.99990153
 KG0555!UTM  14      -   0.99991470  x   0.99960868  =   0.99952341
 KG0555
 KG0555:                Primary Azimuth Mark                     Grid Az
 KG0555:SPC KS N     -  PHILLIPSBURG K N NATL GAS TWR            001 35 30.2
 KG0555:UTM  14      -  PHILLIPSBURG K N NATL GAS TWR            000 57 39.1
 KG0555
 KG0555|---------------------------------------------------------------------|
 KG0555| PID    Reference Object                     Distance      Geod. Az  |
 KG0555|                                                           dddmmss.s |
 KG0555| KG0729 PHILLIPSBURG K N NATL GAS TWR       APPROX. 8.6 KM 0004547.1 |
 KG0555| KG0851 PHILLIPSBURG CATV MAST              APPROX. 7.9 KM 0022600.3 |
 KG0555| KG0849 GLADE AZ MK                         APPROX. 0.6 KM 0030903.8 |
 KG0555| KG0716 GLADE                                12.196 METERS 08646     |
 KG0555| KG0556 GLADE 2 RM 5                         13.319 METERS 17913     |
 KG0555| AI1603 GLADE 2 RM 6                         14.206 METERS 35902     |
 KG0555|---------------------------------------------------------------------|
 KG0555
 KG0555                          SUPERSEDED SURVEY CONTROL
 KG0555
 KG0555  NAD 83(1997)-  39 41 41.20590(N)    099 18 34.71024(W) AD(       ) 3
 KG0555  NAD 83(1986)-  39 41 41.20787(N)    099 18 34.71196(W) AD(       ) 3
 KG0555  NGVD 29 (12/08/88)  569.03   (m)         1866.9    (f) LEVELING    3  
 KG0555
 KG0555.Superseded values are not recommended for survey control.
 KG0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0555.See file dsdata.txt to determine how the superseded data were derived.
 KG0555
 KG0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7345293927(NAD 83)
 KG0555_MARKER: DS = TRIANGULATION STATION DISK
 KG0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0555_SP_SET: CONCRETE POST
 KG0555_STAMPING: GLADE 2 1985
 KG0555_MARK LOGO: NGS   
 KG0555_PROJECTION: PROJECTING 10 CENTIMETERS
 KG0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0555+STABILITY: SURFACE MOTION
 KG0555
 KG0555  HISTORY     - Date     Condition        Report By
 KG0555  HISTORY     - 1985     MONUMENTED       NGS
 KG0555  HISTORY     - 1987     GOOD             NOS
 KG0555
 KG0555                          STATION DESCRIPTION
 KG0555
 KG0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KG0555'THE STATION IS LOCATED ABOUT 6.8 KM (4.20 MI) SOUTH OF PHILLIPSBURG,
 KG0555'1.2 KM (0.75 MI) NORTH OF GLADE AND ON THE WEST RIGHT-OF-WAY OF U.S
 KG0555'HIGHWAY 183.  CONTACT THE AREA ENGINEER, KANSAS DEPARTMENT OF
 KG0555'TRANSPORTATION, POST OFFICE BOX 268, PHILLIPSBURG, KANSAS 67661.  TO
 KG0555'REACH THE STATION FROM THE POST OFFICE IN GLADE, GO WEST ON STATE
 KG0555'HIGHWAY 9 FOR 0.08 KM (0.05 MI) TO U.S HIGHWAY 183.  TURN RIGHT AND GO
 KG0555'NORTH ON HIGHWAY 183 FOR 0.64 KM (0.40 MI) TO BENCH MARK F 157 RESET
 KG0555'1985 ON THE RIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.56 KM (0.35
 KG0555'MI) TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD NGS DISK
 KG0555'STAMPED---GLADE 2 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 KG0555'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM)
 KG0555'ABOVE THE GROUND.  THE STATION IS LOCATED 16.15 METERS (52.99 FT) WEST
 KG0555'FROM THE CENTERLINE OF THE HIGHWAY, 14.51 METERS (47.60 FT) SOUTH FROM
 KG0555'A WITNESS POST AT REFERENCE MARK 6, 13.62 METERS (44.68 FT) NORTH FROM
 KG0555'A WITNESS POST AT REFERENCE MARK 5, 0.46 METERS (1.51 FT) EAST FROM A
 KG0555'WITNESS POST.  REFERENCE MARK NO 5 IS A STANDARD NGS DISK
 KG0555'STAMPED---GLADE 2 NO 5 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 KG0555'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM)
 KG0555'ABOVE THE GROUND.  THE STATION IS LOCATED 16.2 METERS (53.1 FT) WEST
 KG0555'FROM THE CENTERLINE OF THE HIGHWAY, 0.30 METERS (0.98 FT) NORTH FROM A
 KG0555'WITNESS POST.  REFERENCE MARK NO 6 IS A STANDARD NGS DISK
 KG0555'STAMPED---GLADE 2 NO 6 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 KG0555'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM)
 KG0555'ABOVE THE GROUND.  THE STATION IS LOCATED 16.2 METERS (53.1 FT) WEST
 KG0555'FROM THE CENTERLINE OF THE HIGHWAY, 0.3 METERS (1.0 FT) SOUTH FROM A
 KG0555'WITNESS POST.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 KG0555'STAMPED---GLADE 1950---, SET INTO THE TOP OF A SQUARE CONCRETE
 KG0555'MONUMENT, 12.0 INCHES (30.0 CM IN DIAMETER, RECESSED 4 INCHES (10 CM)
 KG0555'BELOW THE GROUND.  THE STATION IS LOCATED 21.4 METERS (70.2 FT) EAST
 KG0555'FROM THE CENTERLINE OF THE HIGHWAY, 2.14 METERS (7.02 FT) SOUTH FROM A
 KG0555'POWER POLE, 0.30 METERS (0.98 FT) NORTH FROM A WITNESS POST.  TO REACH
 KG0555'THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE HIGHWAY FOR 0.64 KM
 KG0555'(0.40 MI) TO THE MARK ON THE RIGHT.
 KG0555
 KG0555                          STATION RECOVERY (1987)
 KG0555
 KG0555'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KG0555'6.8 KM (4.25 MI) SOUTH FROM PHILLIPSBURG.
 KG0555'ABOUT 6.8 KM (4.25 MI) SOUTH OF PHILLIPSBURG, 1.2 KM (0.75 MI) NORTH
 KG0555'OF GLADE AND ON THE WEST RIGHT-OF-WAY OF US HIGHWAY 183.  FROM THE
 KG0555'POST OFFICE IN GLADE GO WEST ON STATE HGIHWAY 9 FOR 0.08 KM (0.05 MI)
 KG0555'US HIGHWAY 183, TURN RIGHT AND GO NORTH ON HIGHWAY 183 FOR 1.20 KM
 KG0555'(0.75 MI) TO THE STATION ON LEFT, 16.15 M (53 FT) WEST OF THE
 KG0555'CENTERLINE OF THE HIGHWAY, 14.51 M (47.6 FT) SOUTH OF A WITNESS
 KG0555'POST AT GLADE 2 RM 6, 13.62 M (44.7 FT) NORTH OF A WITNESS POST AT
 KG0555'GLADE 2 RM 5, 0.46 M (1.5 FT) EAST OF A WITNESS POST, AND SET IN THE
 KG0555'TOP OF A CONCRETE POST PORJECTING 0.01 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0556 ***********************************************************************
 KG0556  DESIGNATION -  GLADE 2 RM 5
 KG0556  PID         -  KG0556
 KG0556  STATE/COUNTY-  KS/PHILLIPS
 KG0556  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0556
 KG0556                         *CURRENT SURVEY CONTROL
 KG0556  ___________________________________________________________________
 KG0556* NAD 83(1986)-  39 41 41.     (N)    099 18 33.     (W)     SCALED    
 KG0556* NAVD 88     -       569.289  (meters)    1867.74   (feet)  ADJUSTED  
 KG0556  ___________________________________________________________________
 KG0556  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 KG0556  DYNAMIC HT  -         568.921 (meters)    1866.54  (feet)  COMP
 KG0556  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 KG0556
 KG0556  VERT ORDER  -  THIRD
 KG0556
 KG0556.The horizontal coordinates were scaled from a topographic map and have
 KG0556.an estimated accuracy of +/- 6 seconds.
 KG0556
 KG0556.The orthometric height was determined by differential leveling
 KG0556.and adjusted by the National Geodetic Survey in June 1991..
 KG0556
 KG0556.The geoid height was determined by GEOID03.
 KG0556
 KG0556.The dynamic height is computed by dividing the NAVD 88
 KG0556.geopotential number by the normal gravity value computed on the
 KG0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0556.degrees latitude (g = 980.6199 gals.).
 KG0556
 KG0556.The modeled gravity was interpolated from observed gravity values.
 KG0556
 KG0556;                    North         East    Units  Estimated Accuracy
 KG0556;SPC KS N     -   151,950.      287,710.      MT  (+/- 180 meters Scaled)
 KG0556
 KG0556                          SUPERSEDED SURVEY CONTROL
 KG0556
 KG0556.No superseded survey control is available for this station.
 KG0556
 KG0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ734939(NAD 83)
 KG0556_MARKER: DR = REFERENCE MARK DISK
 KG0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0556_SP_SET: CONCRETE POST
 KG0556_STAMPING: GLADE 2 NO 5 1985
 KG0556_MARK LOGO: NGS   
 KG0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0556+STABILITY: SURFACE MOTION
 KG0556
 KG0556  HISTORY     - Date     Condition        Report By
 KG0556  HISTORY     - 1985     MONUMENTED       NGS
 KG0556  HISTORY     - 19850626 GOOD             NGS
 KG0556  HISTORY     - 1987     GOOD             NOS
 KG0556
 KG0556                          STATION DESCRIPTION
 KG0556
 KG0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KG0556'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--GLADE 2 NO 5 1985,
 KG0556'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 KG0556'DIAMETER PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  LOCATED 16.2
 KG0556'METERS WEST FROM THE CENTERLINE OF THE HIGHWAY, 0.30 METER NORTH FROM
 KG0556'A WITNESS POST.
 KG0556
 KG0556                          STATION RECOVERY (1987)
 KG0556
 KG0556'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KG0556'6.8 KM (4.25 MI) SOUTH FROM PHILLIPSBURG.
 KG0556'ABOUT 6.8 KM (4.25 MI) SOUTH OF PHILLIPSBURG, 1.2 KM (0.75 MI) NORTH
 KG0556'OF GLADE AND ON THE WEST RIGHT-OF-WAY OF US HIGHWAY 183.  FROM THE
 KG0556'POST OFFICE IN GLADE GO WEST ON STATE HGIHWAY 9 FOR 0.08 KM (0.05 MI)
 KG0556'US HIGHWAY 183, TURN RIGHT AND GO NORTH ON HIGHWAY 183 FOR 1.20 KM
 KG0556'(0.75 MI) TO THE STATION ON LEFT, 16.2 M (53 FT) WEST OF THE
 KG0556'CENTERLINE OF THE HGIHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS
 KG0556'POST, AND A CONCRETE POST PROJECTING 0.10 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0849 ***********************************************************************
 KG0849  DESIGNATION -  GLADE AZ MK
 KG0849  PID         -  KG0849
 KG0849  STATE/COUNTY-  KS/PHILLIPS
 KG0849  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0849
 KG0849                         *CURRENT SURVEY CONTROL
 KG0849  ___________________________________________________________________
 KG0849* NAD 83(1997)-  39 42 01.15172(N)    099 18 33.28749(W)     ADJUSTED  
 KG0849* NAVD 88     -       570.8    (meters)    1873.     (feet)  VERTCON   
 KG0849  ___________________________________________________________________
 KG0849  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 KG0849  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 KG0849
 KG0849  HORZ ORDER  -  THIRD
 KG0849
 KG0849.The horizontal coordinates were established by classical geodetic methods
 KG0849.and adjusted by the National Geodetic Survey in October 1998..
 KG0849
 KG0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0849
 KG0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0849
 KG0849.The geoid height was determined by GEOID03.
 KG0849
 KG0849;                    North         East     Units Scale Factor Converg.
 KG0849;SPC KS N     -   152,567.119   287,716.488   MT  0.99998759   -0 49 42.2
 KG0849;UTM  14      - 4,394,542.227   473,487.752   MT  0.99960865   -0 11 51.1
 KG0849
 KG0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0849!SPC KS N     -   0.99991446  x   0.99998759  =   0.99990205
 KG0849!UTM  14      -   0.99991446  x   0.99960865  =   0.99952314
 KG0849
 KG0849:                Primary Azimuth Mark                     Grid Az
 KG0849:SPC KS N     -  PHILLIPSBURG K N NATL GAS TWR            001 24 29.5
 KG0849:UTM  14      -  PHILLIPSBURG K N NATL GAS TWR            000 46 38.4
 KG0849
 KG0849|---------------------------------------------------------------------|
 KG0849| PID    Reference Object                     Distance      Geod. Az  |
 KG0849|                                                           dddmmss.s |
 KG0849| KG0729 PHILLIPSBURG K N NATL GAS TWR       APPROX. 8.0 KM 0003447.3 |
 KG0849| KG0851 PHILLIPSBURG CATV MAST              APPROX. 7.3 KM 0022222.3 |
 KG0849| KG0716 GLADE                               APPROX. 0.6 KM 1820119.2 |
 KG0849| KG0555 GLADE 2                             APPROX. 0.6 KM 1830904.7 |
 KG0849|---------------------------------------------------------------------|
 KG0849
 KG0849                          SUPERSEDED SURVEY CONTROL
 KG0849
 KG0849  NAD 83(1997)-  39 42 01.15554(N)    099 18 33.28850(W) AD(       ) 3
 KG0849  NAD 83(1986)-  39 42 01.15754(N)    099 18 33.29002(W) AD(       ) 3
 KG0849  NGVD 29 (12/08/88)  570.6    (m)         1872.     (f) VERT ANG       
 KG0849
 KG0849.Superseded values are not recommended for survey control.
 KG0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0849.See file dsdata.txt to determine how the superseded data were derived.
 KG0849
 KG0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7348894542(NAD 83)
 KG0849_MARKER: DZ = AZIMUTH MARK DISK
 KG0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0849_STAMPING: GLADE 1950
 KG0849_MARK LOGO: CGS   
 KG0849_PROJECTION: RECESSED 10 CENTIMETERS
 KG0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0849
 KG0849  HISTORY     - Date     Condition        Report By
 KG0849  HISTORY     - 1950     MONUMENTED       CGS
 KG0849  HISTORY     - 19850621 GOOD             NGS
 KG0849
 KG0849                          STATION DESCRIPTION
 KG0849
 KG0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KG0849'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) SOUTH OF PHILLIPSBURG,
 KG0849'1.6 KM (1.00 MI) NORTH OF GLADE AND ON THE EAST RIGHT-OF-WAY OF U.S
 KG0849'HIGHWAY 183.  CONTACT THE AREA ENGINEER, KANSAS DEPARTMENT OF
 KG0849'TRANSPORTATION, POST OFFICE BOX 268, PHILLIPSBURG, KANSAS 67661.  TO
 KG0849'REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 83 AND STATE
 KG0849'HIGHWAY 9, WHICH IS 0.08 KM (0.05 MI) WEST OF THE POST OFFICE IN
 KG0849'GLADE, GO NORTH ON HIGHWAY 183 FOR 1.21 KM (0.75 MI) TO STATION--GLADE
 KG0849'2--ON THE LEFT.  CONTINUE NORTH OF THE HIGHWAY FOR 0.64 KM (0.40 MI)
 KG0849'TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD CGS AZ, DISK
 KG0849'STAMPED---GLADE 1950---, SET INTO THE TOP OF A SQUARE CONCRETE
 KG0849'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED 4 INCHES (10 CM)
 KG0849'BELOW THE GROUND.  THE STATION IS LOCATED 21.4 METERS (70.2 FT) EAST
 KG0849'FROM THE CENTERLINE OF THE HIGHWAY, 2.14 METERS (7.02 FT) SOUTH FROM A
 KG0849'POWER POLE, 0.30 METERS (0.98 FT) NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0905 ***********************************************************************
 KF0905  DESIGNATION -  GLASCO
 KF0905  PID         -  KF0905
 KF0905  STATE/COUNTY-  KS/CLOUD
 KF0905  USGS QUAD   -  GLASCO NE (1979)
 KF0905
 KF0905                         *CURRENT SURVEY CONTROL
 KF0905  ___________________________________________________________________
 KF0905* NAD 83(1997)-  39 22 45.38313(N)    097 50 47.72578(W)     ADJUSTED  
 KF0905* NAVD 88     -       421.37   (+/-2cm)    1382.4    (feet)  VERTCON   
 KF0905  ___________________________________________________________________
 KF0905  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 KF0905  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 KF0905
 KF0905  HORZ ORDER  -  THIRD
 KF0905  VERT ORDER  -  THIRD ? (See Below)
 KF0905
 KF0905.The horizontal coordinates were established by classical geodetic methods
 KF0905.and adjusted by the National Geodetic Survey in October 1998..
 KF0905
 KF0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0905.The vertical order pertains to the NGVD 29 superseded value.
 KF0905
 KF0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0905
 KF0905.The geoid height was determined by GEOID03.
 KF0905
 KF0905;                    North         East     Units Scale Factor Converg.
 KF0905;SPC KS N     -   116,123.163   413,217.531   MT  0.99995936   +0 05 49.4
 KF0905;UTM  14      - 4,359,500.742   599,341.677   MT  0.99972151   +0 43 54.6
 KF0905
 KF0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0905!SPC KS N     -   0.99993814  x   0.99995936  =   0.99989750
 KF0905!UTM  14      -   0.99993814  x   0.99972151  =   0.99965967
 KF0905
 KF0905|---------------------------------------------------------------------|
 KF0905| PID    Reference Object                     Distance      Geod. Az  |
 KF0905|                                                           dddmmss.s |
 KF0905| CN8627 GLASCO RM 1                          15.403 METERS 01033     |
 KF0905| CN8626 GLASCO AZ MK 2                                     0873240.3 |
 KF0905| CN8625 GLASCO AZ MK                                       0874746.2 |
 KF0905| CN8628 GLASCO RM 2                          11.211 METERS 09526     |
 KF0905| KF0908 GLASCO PIPELINE CO STANDPIPE        APPROX. 4.3 KM 1102838.1 |
 KF0905| KF0910 DELPHOS MUNICIPAL TANK              APPROX.13.5 KM 1492541.7 |
 KF0905|---------------------------------------------------------------------|
 KF0905
 KF0905                          SUPERSEDED SURVEY CONTROL
 KF0905
 KF0905  NAD 83(1986)-  39 22 45.39155(N)    097 50 47.72419(W) AD(       ) 3
 KF0905  NAD 27      -  39 22 45.39600(N)    097 50 46.58400(W) AD(       ) 3
 KF0905  NGVD 29 (07/19/86)  421.23   (m)         1382.0    (f) LEVELING    3  
 KF0905
 KF0905.Superseded values are not recommended for survey control.
 KF0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0905.See file dsdata.txt to determine how the superseded data were derived.
 KF0905
 KF0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ9934259501(NAD 83)
 KF0905_MARKER: DS = TRIANGULATION STATION DISK
 KF0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0905
 KF0905  HISTORY     - Date     Condition        Report By
 KF0905  HISTORY     - 1950     MONUMENTED       CGS
 KF0905  HISTORY     - 1961     GOOD             CGS
 KF0905  HISTORY     - 1969     GOOD             CGS
 KF0905
 KF0905                          STATION DESCRIPTION
 KF0905
 KF0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0905'THE STATION IS LOCATED ABOUT 1.25 MILES NORTH AND 0.5 MILE WEST
 KF0905'OF GLASCO ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST ROAD.  IT
 KF0905'IS 26 FEET SOUTH OF THE CENTER OF ROAD, 17 FEET WEST OF THE WEST
 KF0905'END OF A LARGE GATE AND 7 FEET SOUTHEAST OF A FENCE CORNER AND
 KF0905'WITNESS POST.  IT IS STAMPED GLASCO 1950 AND SET FLUSH WITH THE
 KF0905'GROUND SURFACE.
 KF0905'
 KF0905'REFERENCE MARK NO. 1 IS IN THE SOUTH EDGE OF A FIELD AND SMALL
 KF0905'GROVE OF TREES, 21 FEET NORTH OF THE CENTER OF ROAD AND 1 FOOT
 KF0905'NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED GLASCO NO 1
 KF0905'1950 AND PROJECTS 1 INCH.
 KF0905'
 KF0905'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET SOUTH
 KF0905'OF THE CENTER OF ROAD, 4 FEET EAST OF EAST END OF LARGE GATE AND
 KF0905'1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED GLASCO
 KF0905'NO 2 1950 AND PROJECTS 1 INCH.
 KF0905'
 KF0905'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 59.67 FEET.
 KF0905'
 KF0905'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET NORTH OF
 KF0905'THE CENTER OF ROAD, 2 FEET WEST OF A TELEPHONE POLE AND 1 FOOT
 KF0905'WEST OF A WITNESS POST.  IT IS STAMPED GLASCO 1950 AND PROJECTS 5
 KF0905'INCHES.
 KF0905'
 KF0905'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GLASCO, GO
 KF0905'WEST AND NORTH ON U.S. HIGHWAY 24 FOR 2.0 MILES TO A FORK.  TAKE
 KF0905'RIGHT FORK STRAIGHT AHEAD FOR 0.05 MILE TO A CROSSROAD.  TURN
 KF0905'RIGHT AND GO EAST ON DIRT ROAD FOR 0.45 MILE TO A LARGE GATE AND
 KF0905'STATION ON RIGHT AS DESCRIBED.
 KF0905'
 KF0905'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT ROAD
 KF0905'FOR 0.3 MILE TO THE AZIMUTH ON LEFT AS DESCRIBED.
 KF0905'
 KF0905'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
 KF0905
 KF0905                          STATION RECOVERY (1961)
 KF0905
 KF0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KF0905'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KF0905'CONDITION.  A NEW TO REACH FOLLOWS.
 KF0905'
 KF0905'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GLASCO, GO
 KF0905'WEST AND NORTH ON OLD U.S. HIGHWAY 24 (BUSINESS) FOR 2.0 MILES
 KF0905'TO JUNCTION WITH NEW U.S. HIGHWAY 24.  CROSS NEW U.S. HIGHWAY 24
 KF0905'AND CONTINUE NORTH ON A GRAVEL ROAD FOR 0.05 MILE TO CROSSROADS.
 KF0905'TURN RIGHT AND EAST ON GRAVEL ROAD FOR 0.45 MILE TO THE STATION
 KF0905'ON THE RIGHT.
 KF0905
 KF0905                          STATION RECOVERY (1969)
 KF0905
 KF0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0905'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KF0905'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 KF0905'RECOVERED BUT WAS EXPOSED ABOUT 2.5 FEET AND THE DIRECTION FAILED
 KF0905'TO CHECK BY 23.4 SECONDS SO THE MARK MUST OF BEEN MOVED WHEN ROAD
 KF0905'WAS WIDENED.  THE DISTANCE TO REFERENCE MARK NO. 1 FAILED TO
 KF0905'CHECK BY PLUS 0.06 FEET AND THE DIRECTION FAILED TO CHECK BY 2
 KF0905'MINUTES 19 SECONDS.  THE DISTANCE TO REFERENCE MARK NO. 2 FAILED TO
 KF0905'CHECK BY PLUS 0.04 FEET AND THE DIRECTION FAILED TO CHECK BY
 KF0905'2 MINUTES 26 SECONDS.
 KF0905'
 KF0905'A NEW AZIMUTH MARK WAS SET.
 KF0905'
 KF0905'FOLLOWING IS A NEW DESCRIPTION.
 KF0905'
 KF0905'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GLASCO, GO WEST
 KF0905'AND NORTH ON OLD U.S. HIGHWAY 24 (BUSINESS) FOR 2.0 MILES TO THE
 KF0905'JUNCTION OF NEW U.S. HIGHWAY 24.  CROSS HIGHWAY AND CONTINUE
 KF0905'NORTH ON A GRAVELED ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN
 KF0905'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.45 MILE TO THE STATION
 KF0905'ON THE RIGHT.  (CONTINUE EAST ON THE GRAVELED ROAD FOR 0.3 MILE
 KF0905'TO THE AZIMUTH MARK ON THE LEFT.)
 KF0905'
 KF0905'STATION SURFACE MARK, A STANDARD DISK STAMPED GLASCO 1950, IS
 KF0905'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 KF0905'IT IS ABOUT 200 FEET NORTH-NORTHWEST OF SOME ABANDONED FARM
 KF0905'BUILDINGS, 26 FEET SOUTH OF THE CENTER OF THE ROAD, 16 FEET WEST
 KF0905'OF THE CENTER OF A FIELD ENTRANCE, 8 FEET SOUTHEAST OF A
 KF0905'TELEPHONE POLE, 5 FEET SOUTH OF A PROJECTED FENCELINE, AND 1 FOOT
 KF0905'WEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 KF0905'INSPECTED.
 KF0905'
 KF0905'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GLASCO NO. 1 1950,
 KF0905'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8
 KF0905'INCHES.  IT IS 25 FEET NORTH OF THE CENTER OF THE ROAD, 13 FEET
 KF0905'WEST OF WEST GATE POST, AND 1 FOOT NORTH OF A FENCE.
 KF0905'
 KF0905'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GLASCO NO. 2 1950,
 KF0905'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 KF0905'INCHES.  IT IS 28 FEET SOUTH OF THE CENTER OF THE ROAD, 20 FEET
 KF0905'EAST OF THE CENTER OF THE FIELD ENTRANCE, AND 4.5 FEET EAST OF
 KF0905'EAST GATE POST.
 KF0905'
 KF0905'AZIMUTH MARK, A STANDARD DISK STAMPED GLASCO 1950 1969, IS SET
 KF0905'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 KF0905'IT IS 180 FEET WEST OF A FIELD ENTRANCE, 34 FEET NORTH OF THE
 KF0905'CENTER OF A DIRT ROAD, AND 1.5 FEET WEST OF A METAL WITNESS POST.
 KF0905'
 KF0905'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.25
 KF0905'MILES NORTH AND 0.5 MILE WEST OF GLASCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0909 ***********************************************************************
 KF0909  DESIGNATION -  GLASCO MUNICIPAL TANK
 KF0909  PID         -  KF0909
 KF0909  STATE/COUNTY-  KS/CLOUD
 KF0909  USGS QUAD   -  GLASCO (1979)
 KF0909
 KF0909                         *CURRENT SURVEY CONTROL
 KF0909  ___________________________________________________________________
 KF0909* NAD 83(1997)-  39 21 41.43180(N)    097 50 16.70131(W)     ADJUSTED  
 KF0909* NAVD 88     -                                                        
 KF0909  ___________________________________________________________________
 KF0909  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 KF0909  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 KF0909
 KF0909  HORZ ORDER  -  THIRD
 KF0909
 KF0909.The horizontal coordinates were established by classical geodetic methods
 KF0909.and adjusted by the National Geodetic Survey in October 1998..
 KF0909
 KF0909
 KF0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0909
 KF0909.The geoid height was determined by GEOID03.
 KF0909
 KF0909;                    North         East     Units Scale Factor Converg.
 KF0909;SPC KS N     -   114,152.307   413,963.565   MT  0.99995872   +0 06 09.1
 KF0909;UTM  14      - 4,357,538.735   600,109.313   MT  0.99972339   +0 44 13.3
 KF0909
 KF0909                          SUPERSEDED SURVEY CONTROL
 KF0909
 KF0909  NAD 83(1986)-  39 21 41.44029(N)    097 50 16.69969(W) AD(       ) 4
 KF0909  NAD 27      -  39 21 41.44300(N)    097 50 15.54100(W) AD(       ) 3
 KF0909
 KF0909.Superseded values are not recommended for survey control.
 KF0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0909.See file dsdata.txt to determine how the superseded data were derived.
 KF0909
 KF0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ0010957539(NAD 83)
 KF0909_MARKER: 51 = TANK
 KF0909
 KF0909  HISTORY     - Date     Condition        Report By
 KF0909  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0909
 KF0909                          STATION DESCRIPTION
 KF0909
 KF0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0909'LOCATED ABOUT 1 BLOCK NORTHEAST OF THE CENTER OF TOWN AND ON THE
 KF0909'NORTH SIDE OF U.S. HIGHWAY NO 24.  IT IS AN ALL STEEL STRUCTURE
 KF0909'ABOUT 100 FEET HIGH WITH THE LETTERING GLASCO ON THE EAST AND WEST
 KF0909'SIDES OF THE TANK.  THE POINT OBSERVED UPON WAS THE APEX OF THE
 KF0909'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0908 ***********************************************************************
 KF0908  DESIGNATION -  GLASCO PIPELINE CO STANDPIPE
 KF0908  PID         -  KF0908
 KF0908  STATE/COUNTY-  KS/CLOUD
 KF0908  USGS QUAD   -  GLASCO (1979)
 KF0908
 KF0908                         *CURRENT SURVEY CONTROL
 KF0908  ___________________________________________________________________
 KF0908* NAD 83(1997)-  39 21 57.12206(N)    097 48 01.34607(W)     ADJUSTED  
 KF0908* NAVD 88     -                                                        
 KF0908  ___________________________________________________________________
 KF0908  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 KF0908  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 KF0908
 KF0908  HORZ ORDER  -  THIRD
 KF0908
 KF0908.The horizontal coordinates were established by classical geodetic methods
 KF0908.and adjusted by the National Geodetic Survey in October 1998..
 KF0908
 KF0908
 KF0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0908
 KF0908.The geoid height was determined by GEOID03.
 KF0908
 KF0908;                    North         East     Units Scale Factor Converg.
 KF0908;SPC KS N     -   114,642.637   417,202.757   MT  0.99995886   +0 07 34.7
 KF0908;UTM  14      - 4,358,064.788   603,342.129   MT  0.99973149   +0 45 39.4
 KF0908
 KF0908                          SUPERSEDED SURVEY CONTROL
 KF0908
 KF0908  NAD 83(1986)-  39 21 57.13038(N)    097 48 01.34459(W) AD(       ) 4
 KF0908  NAD 27      -  39 21 57.14000(N)    097 48 00.21000(W) AD(       ) 3
 KF0908
 KF0908.Superseded values are not recommended for survey control.
 KF0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0908.See file dsdata.txt to determine how the superseded data were derived.
 KF0908
 KF0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ0334258065(NAD 83)
 KF0908_MARKER: 52 = STANDPIPE TANK
 KF0908
 KF0908  HISTORY     - Date     Condition        Report By
 KF0908  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0908
 KF0908                          STATION DESCRIPTION
 KF0908
 KF0908'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0872 ***********************************************************************
 KF0872  DESIGNATION -  GLASS
 KF0872  PID         -  KF0872
 KF0872  STATE/COUNTY-  KS/CLOUD
 KF0872  USGS QUAD   -  AURORA NW (1965)
 KF0872
 KF0872                         *CURRENT SURVEY CONTROL
 KF0872  ___________________________________________________________________
 KF0872* NAD 83(1997)-  39 25 23.40983(N)    097 41 02.16932(W)     ADJUSTED  
 KF0872* NAVD 88     -       496.     (meters)    1627.     (feet)  SCALED    
 KF0872  ___________________________________________________________________
 KF0872  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 KF0872  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 KF0872
 KF0872  HORZ ORDER  -  SECOND
 KF0872
 KF0872.The horizontal coordinates were established by classical geodetic methods
 KF0872.and adjusted by the National Geodetic Survey in October 1998..
 KF0872
 KF0872.The orthometric height was scaled from a topographic map.
 KF0872
 KF0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0872
 KF0872.The geoid height was determined by GEOID03.
 KF0872
 KF0872;                    North         East     Units Scale Factor Converg.
 KF0872;SPC KS N     -   121,032.773   427,214.552   MT  0.99996137   +0 11 59.9
 KF0872;UTM  14      - 4,364,564.130   613,280.319   MT  0.99975800   +0 50 09.0
 KF0872
 KF0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0872!SPC KS N     -   0.99992640  x   0.99996137  =   0.99988777
 KF0872!UTM  14      -   0.99992640  x   0.99975800  =   0.99968442
 KF0872
 KF0872:                Primary Azimuth Mark                     Grid Az
 KF0872:SPC KS N     -  RADIO STA KFRM TWR NE 1 OF 3             056 21 02.4
 KF0872:UTM  14      -  RADIO STA KFRM TWR NE 1 OF 3             055 42 53.3
 KF0872
 KF0872|---------------------------------------------------------------------|
 KF0872| PID    Reference Object                     Distance      Geod. Az  |
 KF0872|                                                           dddmmss.s |
 KF0872| KF0873 RADIO STA KFRM TWR NE 1 OF 3        APPROX. 2.5 KM 0563302.3 |
 KF0872| CN8629 GLASS RM 1                           15.035 METERS 17221     |
 KF0872| CN8630 GLASS RM 2                           12.738 METERS 26936     |
 KF0872|---------------------------------------------------------------------|
 KF0872
 KF0872                          SUPERSEDED SURVEY CONTROL
 KF0872
 KF0872  NAD 83(1986)-  39 25 23.41813(N)    097 41 02.16768(W) AD(       ) 2
 KF0872  NAD 27      -  39 25 23.41560(N)    097 41 01.03060(W) AD(       ) 2
 KF0872
 KF0872.Superseded values are not recommended for survey control.
 KF0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0872.See file dsdata.txt to determine how the superseded data were derived.
 KF0872
 KF0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1328064564(NAD 83)
 KF0872_MARKER: DS = TRIANGULATION STATION DISK
 KF0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0872
 KF0872  HISTORY     - Date     Condition        Report By
 KF0872  HISTORY     - 1961     MONUMENTED       CGS
 KF0872  HISTORY     - 1969     GOOD             CGS
 KF0872
 KF0872                          STATION DESCRIPTION
 KF0872
 KF0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 KF0872'THE STATION IS 10 MILES SOUTH OF CONCORDIA, AT THE SUMMIT OF A
 KF0872'SLIGHT RISE, IN THE GRADER DITCH ON THE NORTH SIDE OF AN EAST-WEST
 KF0872'BLADED ROAD.
 KF0872'
 KF0872'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND
 KF0872'81, 14.0 MILES SOUTH OF CONCORDIA, DRIVE NORTH ON U.S. HIGHWAY
 KF0872'81 FOR 4.0 MILES TO A CROSSROAD AT THE WESLEYAN METHODIST
 KF0872'CHURCH.  TURN LEFT AND DRIVE WEST ON THE BLADED ROAD FOR 0.9 MILE
 KF0872'TO THE STATION ON THE RIGHT.
 KF0872'
 KF0872'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, STAMPED
 KF0872'GLASS 1960.  THE SURFACE MARK IS SET IN THE TOP OF A CONCRETE
 KF0872'MONUMENT, 12 INCHES SQUARE AT THE TOP, PROJECTING 6 INCHES ABOVE
 KF0872'THE GROUND SURFACE.  IT IS SITUATED NEAR THE WEST BASE OF AN EARTH
 KF0872'FILL IN THE GRADER DITCH, 24.5 FEET NORTH OF THE CENTER OF THE
 KF0872'EAST-WEST ROAD, 4.5 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 15
 KF0872'AND 3.0 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 KF0872'
 KF0872'REFERENCE MARK 1, STAMPED GLASS NO 1 1960, IS A STANDARD DISK
 KF0872'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 KF0872'TOP, PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS SITUATED
 KF0872'AT THE WEST BASE OF AN EARTH FILL IN THE GRADER DITCH, 23.0 FEET
 KF0872'SOUTH OF THE CENTER OF THE EAST-WEST ROAD.
 KF0872'
 KF0872'REFERENCE MARK 2, STAMPED GLASS NO 2 1960, IS A STANDARD DISK
 KF0872'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 KF0872'TOP, PROJECTING 5 INCHES ABOVE THE GROUND SURFACE.  IT IS SITUATED
 KF0872'AT THE SOUTH EDGE OF CULTIVATED LAND, 25.0 FEET NORTH OF THE
 KF0872'CENTER OF THE EAST-WEST ROAD.
 KF0872
 KF0872                          STATION RECOVERY (1969)
 KF0872
 KF0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0872'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 KF0872'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KF0872'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KF0872'
 KF0872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 KF0872'SOUTH OF CONCORDIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1176 ***********************************************************************
 HF1176  DESIGNATION -  GLAVES
 HF1176  PID         -  HF1176
 HF1176  STATE/COUNTY-  KS/BUTLER
 HF1176  USGS QUAD   -  GORDON (1979)
 HF1176
 HF1176                         *CURRENT SURVEY CONTROL
 HF1176  ___________________________________________________________________
 HF1176* NAD 83(1997)-  37 31 51.44795(N)    096 53 56.95584(W)     ADJUSTED  
 HF1176* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 HF1176  ___________________________________________________________________
 HF1176  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HF1176  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HF1176
 HF1176  HORZ ORDER  -  FIRST
 HF1176
 HF1176.The horizontal coordinates were established by classical geodetic methods
 HF1176.and adjusted by the National Geodetic Survey in October 1998..
 HF1176
 HF1176.The orthometric height was scaled from a topographic map.
 HF1176
 HF1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1176
 HF1176.The geoid height was determined by GEOID03.
 HF1176
 HF1176;                    North         East     Units Scale Factor Converg.
 HF1176;SPC KS S     -   497,137.729   541,484.205   MT  0.99995856   +0 59 01.6
 HF1176;UTM  14      - 4,155,849.600   685,628.034   MT  1.00002445   +1 16 48.6
 HF1176
 HF1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1176!SPC KS S     -   0.99994022  x   0.99995856  =   0.99989878
 HF1176!UTM  14      -   0.99994022  x   1.00002445  =   0.99996467
 HF1176
 HF1176|---------------------------------------------------------------------|
 HF1176| PID    Reference Object                     Distance      Geod. Az  |
 HF1176|                                                           dddmmss.s |
 HF1176| CL5260 GLAVES RM 1                          64.276 METERS 01209     |
 HF1176| HF1126 ATLANTA MICROWAVE TOWER KAY 72      APPROX.16.7 KM 1235834.0 |
 HF1176| HF1151 ATLANTA STACK                       APPROX.16.0 KM 1323836.7 |
 HF1176| HF1149 ATLANTA WATER TANK                  APPROX.15.8 KM 1334512.1 |
 HF1176| HF0396 GLAVES AZ MK                                       1503657.2 |
 HF1176| CL5261 GLAVES RM 2                          59.954 METERS 16639     |
 HF1176| HF1206 DOUGLASS TANK                       APPROX.10.4 KM 2650318.0 |
 HF1176| HF1203 AMARILLO KANSAS CITY AWY BN 31      APPROX.33.5 KM 3312837.2 |
 HF1176| HF1202 TOWANDA MUNICIPAL TANK              APPROX.31.1 KM 3424204.7 |
 HF1176| HF1196 AMARILLO KANSAS CITY AWY BN 32      APPROX.40.7 KM 3555151.2 |
 HF1176|---------------------------------------------------------------------|
 HF1176
 HF1176                          SUPERSEDED SURVEY CONTROL
 HF1176
 HF1176  NAD 83(1997)-  37 31 51.45071(N)    096 53 56.94565(W) AD(       ) 1
 HF1176  NAD 83(1986)-  37 31 51.45970(N)    096 53 56.94826(W) AD(       ) 1
 HF1176  NAD 27      -  37 31 51.38855(N)    096 53 55.82764(W) AD(       ) 1
 HF1176
 HF1176.Superseded values are not recommended for survey control.
 HF1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1176.See file dsdata.txt to determine how the superseded data were derived.
 HF1176
 HF1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8562855850(NAD 83)
 HF1176_MARKER: DS = TRIANGULATION STATION DISK
 HF1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1176
 HF1176  HISTORY     - Date     Condition        Report By
 HF1176  HISTORY     - 1935     MONUMENTED       CGS
 HF1176  HISTORY     - 1940     GOOD             CGS
 HF1176  HISTORY     - 1957     GOOD             CGS
 HF1176  HISTORY     - 1962     GOOD             CGS
 HF1176  HISTORY     - 1968     GOOD             CGS
 HF1176
 HF1176                          STATION DESCRIPTION
 HF1176
 HF1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1176'STATION IS ABOUT 6 MILES E OF DOUGLASS, IN THE NW 1/4 OF
 HF1176'SECTION 16, T 29 S, R 5 E.  MARK IS IN A SMALL GROVE OF
 HF1176'TREES ON W SIDE OF ROAD, 23 FEET W OF CENTER LINE OF ROAD AND IN
 HF1176'A FENCE LINE.  PROJECTS 6 INCHES.
 HF1176'
 HF1176'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HF1176'DISKS SET IN CONCRETE.
 HF1176'
 HF1176'REFERENCE MARK NO. 1 IS 23 FEET E OF CENTER LINE OF ROAD, 1
 HF1176'FOOT W OF FENCE LINE.  MARK PROJECTS 8 INCHES.
 HF1176'
 HF1176'REFERENCE MARK NO. 2 IS 23 FEET E OF CENTER LINE OF ROAD,
 HF1176'1 FOOT W OF FENCE LINE.  MARK PROJECTS 8 INCHES.
 HF1176'
 HF1176'AZIMUTH MARK IS REACHED BY GOING S 0.75 MILE TO CROSSROADS,
 HF1176'THENCE LEFT (E) FOR 0.35 MILE TO SECOND CONCRETE BRIDGE.
 HF1176'MARK IS ABOUT 2 FEET E OF CENTER OF BRIDGE, IN N HEADWALL, 3-1/2
 HF1176'FEET HIGH.
 HF1176'
 HF1176'TO REACH THE STATION FROM THE DOUGLASS RAILROAD DEPOT, GO E
 HF1176'ON U.S. HIGHWAY 77 1.0 MILE, LEAVE U.S. HIGHWAY 77 WHERE
 HF1176'IT TURNS LEFT N AND CONTINUE E ON GRAVEL ROAD FOR 5.0 MILES,
 HF1176'THENCE LEFT N ONTO DIRT ROAD FOR 0.75 MILE TO TOP OF RIDGE AND
 HF1176'STATION.
 HF1176'
 HF1176'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HF1176
 HF1176                          STATION RECOVERY (1940)
 HF1176
 HF1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1176'STATION RECOVERED AS DESCRIBED.  A WHITE REFERENCE POST
 HF1176'WAS SET 13 FEET S OF THE STATION MARK.
 HF1176
 HF1176                          STATION RECOVERY (1957)
 HF1176
 HF1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1176'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 HF1176'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS-
 HF1176'
 HF1176'THE STATION IS LOCATED ON THE WEST SIDE OF A GRAVELED ROAD,
 HF1176'AIRLINE ABOUT 6 MILES EAST OF DOUGLASS, 11 MILES SOUTH-SOUTHEAST
 HF1176'OF AUGUSTA, AND 14 MILES NORTHEAST OF UDALL.
 HF1176'
 HF1176'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLASS GO NORTH
 HF1176'ABOUT 50 YARDS TO AN INTERSECTION.  TURN RIGHT ONTO THIRD
 HF1176'STREET AND GO EAST 0.4 MILE TO A T-ROAD.  TURN LEFT AND
 HF1176'GO NORTH AND EAST 0.35 MILE TO A CROSS ROAD.  CROSS U.S.
 HF1176'HIGHWAY 77 AND GO EAST 5.7 MILES TO A CROSS ROAD.  TURN LEFT
 HF1176'AND GO NORTH 0.75 MILE TO A WITNESS POST AND THE STATION
 HF1176'ON THE LEFT.
 HF1176'
 HF1176'THE STATION MARK IS A STANDARD DISK STAMPED GLAVES 1935
 HF1176'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH
 HF1176'WITH THE GROUND.  IT IS 10 FEET NORTH OF A WITNESS POST
 HF1176'AND 22 FEET WEST OF THE CENTERLINE OF THE ROAD.
 HF1176'
 HF1176'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GLAVES
 HF1176'NO 1 1935 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 HF1176'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST
 HF1176'OF A NORTH-SOUTH FENCE LINE, 22 FEET EAST OF THE CENTERLINE
 HF1176'OF THE ROAD, AND THE SAME ELEVATION AS THE STATION.
 HF1176'
 HF1176'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GLAVES
 HF1176'NO 2 1935 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 HF1176'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST
 HF1176'OF A NORTH-SOUTH FENCE LINE, 23 FEET EAST OF THE CENTERLINE
 HF1176'OF THE ROAD, AND THE SAME ELEVATION AS THE STATION.
 HF1176'
 HF1176'THE AZIMUTH MARK IS LOCATED AT A SMALL BRIDGE ON THE NORTH
 HF1176'SIDE OF AN EAST-WEST ROAD AND IS A REFERENCE MARK DISK STAMPED
 HF1176'GLAVES AZI 1935 CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 HF1176'NORTH HEADWALL OF THE BRIDGE.  IT IS 4 FEET ABOVE THE ROAD
 HF1176'SURFACE, 10 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 HF1176'11 FEET WEST OF THE NORTHEAST CORNER OF THE BRIDGE.
 HF1176'
 HF1176'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A GRAVELED
 HF1176'ROAD 0.75 MILE TO A CROSS ROAD.  TURN LEFT AND GO EAST 0.35
 HF1176'MILE TO THE SECOND ONE OF TWO SMALL BRIDGES AND THE AZIMUTH
 HF1176'MARK ON THE LEFT.
 HF1176'
 HF1176'HEIGHT OF TOWER- 19 METERS.
 HF1176
 HF1176                          STATION RECOVERY (1962)
 HF1176
 HF1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1176'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 HF1176'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HF1176'THE DISTANCE AND DIRECTION TO THE MARKS WERE VERIFIED.
 HF1176'
 HF1176'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HF1176'
 HF1176'THE STATION IS ABOUT 16 MILES NORTHEAST OF UDALL, 11 MILES
 HF1176'SOUTH OF AUGUSTA, 6 MILES EAST OF DOUGLASS, ON THE WEST SIDE
 HF1176'OF A DIRT ROAD AND ON LAND OWNED BY MR. OMAR ODONALD.
 HF1176'
 HF1176'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLASS, GO
 HF1176'NORTH ON FOREST STREET FOR 0.15 MILE TO FIRST STREET.  TURN
 HF1176'RIGHT, EAST, ON FIRST STREET FOR 0.8 MILE TO U.S. HIGHWAY 77.
 HF1176'CONTINUE AHEAD, EAST, ON A BLACKTOP ROAD FOR 1.8 MILE TO
 HF1176'A CONCRETE BRIDGE.  CONTINUE AHEAD, EAST, ON THE BLACKTOP
 HF1176'ROAD FOR 4.0 MILES TO A CROSSROAD.  TURN LEFT, NORTH, ON
 HF1176'A DIRT ROAD FOR 0.75 MILE TO THE STATION ON THE LEFT.
 HF1176'
 HF1176'STATION MARK, A STANDARD DISK STAMPED GLAVES 1935, IS SET
 HF1176'IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HF1176'OF THE GROUND.  IT IS 138 FEET NORTHWEST OF THE CENTER OF
 HF1176'A WIRE GATE, 24 FEET WEST OF THE CENTER OF THE DIRT ROAD AND
 HF1176'4.5 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 HF1176'WAS NOT INSPECTED BY THIS PARTY.
 HF1176'
 HF1176'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GLAVES NO 1
 HF1176'1935, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 HF1176'IT IS 21 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 1
 HF1176'FOOT WEST OF A FENCE.
 HF1176'
 HF1176'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GLAVES NO 2 1935,
 HF1176'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HF1176'IS 54 FEET SOUTH OF THE CENTER OF THE GATE AND 22 FEET EAST
 HF1176'OF THE CENTER OF THE DIRT ROAD AND 1 FOOT WEST OF THE FENCE.
 HF1176'
 HF1176'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED GLAVES
 HF1176'AZI 1935, IS CEMENTED IN A DRILLHOLE IN THE NORTH HEADWALL
 HF1176'OF A CONCRETE BRIDGE.  IT IS 4 FEET ABOVE THE ROAD SURFACE,
 HF1176'11 FEET WEST OF THE NORTHEAST CORNER OF THE BRIDGE AND 10 FEET
 HF1176'NORTH OF THE CENTER OF THE BLACKTOP ROAD.
 HF1176'
 HF1176'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE DIRT
 HF1176'ROAD FOR 0.75 MILE TO A CROSSROAD.  TURN LEFT, EAST, ON THE
 HF1176'BLACKTOP ROAD FOR 0.75 MILE TO THE CONCRETE BRIDGE AND THE
 HF1176'AZIMUTH MARK.
 HF1176'
 HF1176'NOTE- REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE.
 HF1176
 HF1176                          STATION RECOVERY (1968)
 HF1176
 HF1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HF1176'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HF1176'AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1962 AND
 HF1176'FOUND IN GOOD CONDITION.  THE DISTANCE FROM THE WITNESS
 HF1176'POST TO THE STATION MARK WAS FOUND TO BE 5.5 FEET INSTEAD
 HF1176'OF 4.5 FEET.
 HF1176'
 HF1176'NOTE REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9422 ***********************************************************************
 AC9422  FBN         -  This is a Federal Base Network Control Station.
 AC9422  PACS        -  This is a Primary Airport Control Station.
 AC9422  DESIGNATION -  GLD C
 AC9422  PID         -  AC9422
 AC9422  STATE/COUNTY-  KS/SHERMAN
 AC9422  USGS QUAD   -  GOODLAND (1974)
 AC9422
 AC9422                         *CURRENT SURVEY CONTROL
 AC9422  ___________________________________________________________________
 AC9422* NAD 83(1997)-  39 22 10.38204(N)    101 41 57.87467(W)     ADJUSTED  
 AC9422* NAVD 88     -      1111.55   (meters)    3646.8    (feet)  GPS OBS   
 AC9422  ___________________________________________________________________
 AC9422  X           -  -1,001,363.799 (meters)                     COMP
 AC9422  Y           -  -4,835,653.809 (meters)                     COMP
 AC9422  Z           -   4,024,807.579 (meters)                     COMP
 AC9422  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AC9422  ELLIP HEIGHT-        1087.73  (meters)          (08/12/03) GPS OBS
 AC9422  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AC9422
 AC9422  HORZ ORDER  -  B
 AC9422  ELLP ORDER  -  FOURTH    CLASS I
 AC9422
 AC9422.This mark is at Renner Fld (GOODLAND MUN) Airport (GLD)
 AC9422
 AC9422.The horizontal coordinates were established by GPS observations
 AC9422.and adjusted by the National Geodetic Survey in December 1997..
 AC9422
 AC9422.The orthometric height was determined by GPS observations and a
 AC9422.high-resolution geoid model.
 AC9422
 AC9422.GPS derived orthometric heights for airport stations designated as
 AC9422.PACS or SACS are published to 2 decimal places.  This maintains
 AC9422.centimeter relative accuracy between the PACS and SACS.  It does
 AC9422.not indicate centimeter accuracy relative to other marks which are
 AC9422.part of the NAVD 88 network.
 AC9422
 AC9422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9422
 AC9422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9422
 AC9422.The ellipsoidal height was determined by GPS observations
 AC9422.and is referenced to NAD 83.
 AC9422
 AC9422.The geoid height was determined by GEOID03.
 AC9422
 AC9422;                    North         East     Units Scale Factor Converg.
 AC9422;SPC KS N     -   121,543.146    81,308.875   MT  0.99995900   -2 20 26.4
 AC9422;UTM  14      - 4,361,263.513   267,457.188   MT  1.00026586   -1 42 47.0
 AC9422
 AC9422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9422!SPC KS N     -   0.99982938  x   0.99995900  =   0.99978838
 AC9422!UTM  14      -   0.99982938  x   1.00026586  =   1.00009519
 AC9422
 AC9422                          SUPERSEDED SURVEY CONTROL
 AC9422
 AC9422  ELLIP H (12/22/97) 1087.75   (m)                       GP(       ) 4 1
 AC9422
 AC9422.Superseded values are not recommended for survey control.
 AC9422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9422.See file dsdata.txt to determine how the superseded data were derived.
 AC9422
 AC9422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6745761264(NAD 83)
 AC9422_MARKER: DD = SURVEY DISK
 AC9422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9422_STAMPING: GLD C 1979
 AC9422_MARK LOGO: NOS   
 AC9422_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9422+STABILITY: SURFACE MOTION
 AC9422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9422+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 AC9422
 AC9422  HISTORY     - Date     Condition        Report By
 AC9422  HISTORY     - 1979     MONUMENTED       NOS
 AC9422  HISTORY     - 19930803 GOOD             NGS
 AC9422  HISTORY     - 19970318 GOOD             NGS
 AC9422  HISTORY     - 20020808 GOOD             NGS
 AC9422
 AC9422                          STATION DESCRIPTION
 AC9422
 AC9422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC9422'THE STATION IS LOCATED AT RENNER FIELD (GOODLAND MUNICIPAL AIRPORT)
 AC9422'ABOUT 400 FT (121.9 M) SOUTH OF THE INTERSECTIONS OF RUNWAYS 12/30 AND
 AC9422'05/23.  IT IS 176.4 FT (53.8 M) SW OF THE SW EDGE RWY 12/30, 175.3 FT
 AC9422'(53.4 M) SOUTH OF THE 2ND RWY LIGHT SOUTH OF THE MENTIONED
 AC9422'INTERSECTION, 216.0 FT (65.8 M) WEST OF THE 3RD RWY LIGHT, 2.8 FT (0.9
 AC9422'M) SW OF A WOODEN POST AND 10.0 FT (3.0 M) WSW OF ARP 1967 (DESTROYED)
 AC9422'NOW MARKED WITH A SLAB OF CONCRETE READING ARP 1967 RIP. THE STATION
 AC9422'IS AN NOS DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 AC9422'GROUND AND STAMPED, GLD C 1979.
 AC9422
 AC9422                          STATION RECOVERY (1997)
 AC9422
 AC9422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AC9422'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTH OF GOODLAND, AT THE
 AC9422'RENNER FIELD-GOODLAND MUNICIPAL AIRPORT, IN THE SOUTH QUADRANT OF THE
 AC9422'JUNCTION OF RUNWAYS 12-30 AND 5-23, ON THE TOP OF A CUT BANK ON THE
 AC9422'SOUTHWEST SIDE OF A DRAINAGE DITCH, NEAR MIDFIELD.  OWNERSHIP--CITY OF
 AC9422'GOODLAND.  AIRPORT MANAGER IS JOHN COLLETT, PO BOX 736, RENNER FIELD,
 AC9422'GOODLAND KS 67735, PHONE 913-899-7531.  CONTACT HIM FOR PERMISSION TO
 AC9422'OCCUPY THIS STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 AC9422'INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 27 (EXIT 17) ON THE SOUTH SIDE
 AC9422'OF GOODLAND, GO NORTH ON HIGHWAY 27 FOR 0.8 KM (0.50 MI) TO THE
 AC9422'JUNCTION OF U.S. HIGHWAY 24.  CONTINUE NORTH ON HIGHWAY 24 FOR 5.23 KM
 AC9422'(3.25 MI) TO A PAVED ROAD RIGHT AND A GRAVEL ROAD LEFT ABOUT 0.16 KM
 AC9422'(0.10 MI) NORTH OF MILEPOST 171.  TURN RIGHT, EAST ON ROAD SH67 FOR
 AC9422'0.08 KM (0.05 MI) TO A PAVED CROSSROAD.  TURN RIGHT, SOUTH ON ROAD
 AC9422'SH20 (BUSINESS HIGHWAY 27) FOR 0.92 KM (0.55 MI) TO A PAVED ROAD LEFT
 AC9422'JUST SOUTH OF THE ENTRANCE ROAD TO THE TERMINAL.  TURN LEFT, EASTERLY
 AC9422'ON THE ROAD FOR 0.24 KM (0.15 MI) TO THE APRON ON THE NORTH SIDE OF
 AC9422'THE MAIN HANGAR AND AIRPORT OFFICE. CONTINUE AHEAD, EAST ACROSS THE
 AC9422'APRON FOR 0.08 KM (0.05 MI) TO THE PARALLEL TAXI FOR RUNWAY 12-30.
 AC9422'TURN RIGHT, SOUTHEAST ALONG THE TAXI FOR 0.32 KM (0.20 MI) TO THE
 AC9422'JUNCTION OF RUNWAY 5-23.  CONTINUE SOUTHEAST, CROSSING THE RUNWAY AND
 AC9422'ALONG THE TAXI FOR 0.13 KM (0.10 MI) TO THE STATION ON THE LEFT.  THE
 AC9422'STATION IS SET IN THE TOP OF A 25 CM ROUND CONCRETE POST RECESSED 2 CM
 AC9422'BELOW GROUND.  IT IS 110.9 M (363.8 FT) SOUTH-SOUTHWEST OF THE
 AC9422'SOUTHWEST EDGE OF RUNWAY 12-30, 59.7 M (195.9 FT) SOUTH OF THE SOUTH
 AC9422'CORNER OF THE CONCRETE PAD FOR RUNWAY SIGN 5-23, 53.6 M (175.9 FT)
 AC9422'SOUTH-SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 5-23, 53.2 M (174.5
 AC9422'FT) NORTH-NORTHEAST OF THE NORTHEAST EDGE OF THE PARALLEL TAXI FOR
 AC9422'RUNWAY 12-30 AND 2.1 M (6.9 FT) SOUTH-SOUTHWEST OF A FIBERGLASS
 AC9422'WITNESS POST AT THE TOP OF THE DRAINAGE DITCH.  NOTE--THIS STATION IS
 AC9422'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 AC9422
 AC9422                          STATION RECOVERY (2002)
 AC9422
 AC9422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 AC9422'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS A PRIMARY AIRPORT
 AC9422'CONTROL STATION.
 AC9422'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0585 ***********************************************************************
 HF0585  DESIGNATION -  GLEN
 HF0585  PID         -  HF0585
 HF0585  STATE/COUNTY-  KS/SEDGWICK
 HF0585  USGS QUAD   -  WICHITA EAST (1982)
 HF0585
 HF0585                         *CURRENT SURVEY CONTROL
 HF0585  ___________________________________________________________________
 HF0585* NAD 83(1997)-  37 37 37.09965(N)    097 20 37.57475(W)     ADJUSTED  
 HF0585* NAVD 88     -       398.746  (meters)    1308.22   (feet)  ADJUSTED  
 HF0585  ___________________________________________________________________
 HF0585  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 HF0585  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0585  DYNAMIC HT  -         398.431 (meters)    1307.19  (feet)  COMP
 HF0585  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 HF0585
 HF0585  HORZ ORDER  -  SECOND
 HF0585  VERT ORDER  -  SECOND    CLASS 0
 HF0585
 HF0585.The horizontal coordinates were established by classical geodetic methods
 HF0585.and adjusted by the National Geodetic Survey in October 1998..
 HF0585
 HF0585.The orthometric height was determined by differential leveling
 HF0585.and adjusted by the National Geodetic Survey in June 1991..
 HF0585
 HF0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0585
 HF0585.The geoid height was determined by GEOID03.
 HF0585
 HF0585.The dynamic height is computed by dividing the NAVD 88
 HF0585.geopotential number by the normal gravity value computed on the
 HF0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0585.degrees latitude (g = 980.6199 gals.).
 HF0585
 HF0585.The modeled gravity was interpolated from observed gravity values.
 HF0585
 HF0585;                    North         East     Units Scale Factor Converg.
 HF0585;SPC KS S     -   507,211.891   502,058.861   MT  0.99994872   +0 42 37.9
 HF0585;UTM  14      - 4,165,717.961   646,151.211   MT  0.99986310   +1 00 40.8
 HF0585
 HF0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0585!SPC KS S     -   0.99994195  x   0.99994872  =   0.99989067
 HF0585!UTM  14      -   0.99994195  x   0.99986310  =   0.99980505
 HF0585
 HF0585|---------------------------------------------------------------------|
 HF0585| PID    Reference Object                     Distance      Geod. Az  |
 HF0585|                                                           dddmmss.s |
 HF0585| HF0583 GLEN RM 1                            10.765 METERS 02220     |
 HF0585| HF0584 GLEN RM 2                             8.525 METERS 14152     |
 HF0585| HF1254 WICHITA CESSNA AIRCRAFT TANK        APPROX. 6.1 KM 2801932.1 |
 HF0585| HF1218 WICHITA FRIENDS UNIV CLK TWR        APPROX. 6.0 KM 3404122.9 |
 HF0585|---------------------------------------------------------------------|
 HF0585
 HF0585                          SUPERSEDED SURVEY CONTROL
 HF0585
 HF0585  NAD 83(1997)-  37 37 37.10694(N)    097 20 37.57033(W) AD(       ) 2
 HF0585  NAD 83(1986)-  37 37 37.11139(N)    097 20 37.57022(W) AD(       ) 2
 HF0585  NAD 27      -  37 37 37.05956(N)    097 20 36.40123(W) AD(       ) 2
 HF0585  NGVD 29 (??/??/92)  398.604  (m)         1307.75   (f) ADJ UNCH    2 0
 HF0585
 HF0585.Superseded values are not recommended for survey control.
 HF0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0585.See file dsdata.txt to determine how the superseded data were derived.
 HF0585
 HF0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4615165718(NAD 83)
 HF0585_MARKER: DE = TRAVERSE STATION DISK
 HF0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0585_STAMPING: GLEN 1972
 HF0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0585+STABILITY: SURFACE MOTION
 HF0585
 HF0585  HISTORY     - Date     Condition        Report By
 HF0585  HISTORY     - 1972     MONUMENTED       NGS
 HF0585  HISTORY     - 1972     GOOD             NGS
 HF0585
 HF0585                          STATION DESCRIPTION
 HF0585
 HF0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0585'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF THE CENTER OF THE
 HF0585'BUSINESS DISTRICT OF WICHITA, IN THE MEDIAN OF INTERSTATE
 HF0585'HIGHWAY 235, AT THE JUNCTION OF GOLE STREET AND INTERSTATE
 HF0585'HIGHWAY 235, IN THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF SEC.
 HF0585'8, T. 28 S., R. 1 E., AND ON HIGHWAY RIGHT-OF-WAY.
 HF0585'
 HF0585'STATION MARKS ARE STANDARD DISKS, STAMPED GLEN 1972.  THE
 HF0585'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HF0585'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 54.0
 HF0585'FEET SOUTH OF THE CENTER OF THE NORTH BOUND LANE OF INTERSTATE
 HF0585'HIGHWAY 235 AND 30.0 FEET NORTH OF THE CENTER OF THE SOUTH
 HF0585'BOUND LANE OF INTERSTATE HIGHWAY 235.0 THE UNDERGROUND MARK IS
 HF0585'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 HF0585'SURFACE.
 HF0585'
 HF0585'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GLEN NO 1 1972,
 HF0585'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 HF0585'RAIL OF A BRIDGE OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY
 HF0585'235.  IT IS 19.0 FEET SOUTH OF THE CENTER OF NORTH BOUND LANE
 HF0585'OF INTERSTATE HIGHWAY 235 AND ABOUT 2 FEET HIGHER THAN THE
 HF0585'STATION.
 HF0585'
 HF0585'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GLEN NO 2 1972,
 HF0585'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 HF0585'RAIL OF A BRIDGE OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 235
 HF0585'IT IS 18.0 FEET NORTH OF THE CENTER OF THE SOUTH BOUND LANE OF
 HF0585'INTERSTATE HIGHWAY 235 AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 HF0585'
 HF0585'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 HF0585
 HF0585                          STATION RECOVERY (1972)
 HF0585
 HF0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0585'5.6 MI SE FROM WICHITA.
 HF0585'ABOUT 5.60 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0585'OVERPASS FOR U.S. HIGHWAY 54 ON THE WEST SIDE OF WICHITA.  THE
 HF0585'STATION IS LOCATED IN THE MEDIAN AT THE NORTH END OF THE OVERPASS
 HF0585'OVER GOLE STREET, 54.0 FEET SOUTH OF THE CENTER OF THE NORTH
 HF0585'BOUND LANE OF THE INTERSTATE, 35.33 FEET SOUTH-SOUTHWEST OF RM
 HF0585'1, 30.0 FEET NORTH OF THE CENTER OF THE SOUTH BOUND LANE OF THE
 HF0585'INTERSTATE, 27.97 FEET NORTHWEST OF RM 2 AND SET IN THE TOP OF A
 HF0585'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 8, T 28 S, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0621 ***********************************************************************
 KG0621  DESIGNATION -  GLEN ELDER MUNICIPAL STANDPIPE
 KG0621  PID         -  KG0621
 KG0621  STATE/COUNTY-  KS/MITCHELL
 KG0621  USGS QUAD   -  GLEN ELDER SOUTH (1979)
 KG0621
 KG0621                         *CURRENT SURVEY CONTROL
 KG0621  ___________________________________________________________________
 KG0621* NAD 83(1997)-  39 29 58.23949(N)    098 18 42.80785(W)     ADJUSTED  
 KG0621* NAVD 88     -                                                        
 KG0621  ___________________________________________________________________
 KG0621  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KG0621  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 KG0621
 KG0621  HORZ ORDER  -  THIRD
 KG0621
 KG0621.The horizontal coordinates were established by classical geodetic methods
 KG0621.and adjusted by the National Geodetic Survey in October 1998..
 KG0621
 KG0621
 KG0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0621
 KG0621.The geoid height was determined by GEOID03.
 KG0621
 KG0621;                    North         East     Units Scale Factor Converg.
 KG0621;SPC KS N     -   129,506.939   373,173.953   MT  0.99996625   -0 11 50.4
 KG0621;UTM  14      - 4,372,436.218   559,163.617   MT  0.99964310   +0 26 15.7
 KG0621
 KG0621                          SUPERSEDED SURVEY CONTROL
 KG0621
 KG0621  NAD 83(1986)-  39 29 58.24646(N)    098 18 42.80883(W) AD(       ) 4
 KG0621  NAD 27      -  39 29 58.21400(N)    098 18 41.61900(W) AD(       ) 3
 KG0621
 KG0621.Superseded values are not recommended for survey control.
 KG0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0621.See file dsdata.txt to determine how the superseded data were derived.
 KG0621
 KG0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ5916472436(NAD 83)
 KG0621_MARKER: 52 = STANDPIPE TANK
 KG0621
 KG0621  HISTORY     - Date     Condition        Report By
 KG0621  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0621
 KG0621                          STATION DESCRIPTION
 KG0621
 KG0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0621'THE STATION IS LOCATED 0.2 MILE WEST OF THE CENTER OF TOWN ON A
 KG0621'HILL OVERLOOKING THE TOWN FROM THE WEST, 150 FEET NORTH OF
 KG0621'EAST-WEST ROAD AND 32 FEET EAST OF NORTH-SOUTH ROAD.  IT IS A
 KG0621'CYLINDRICAL STEEL STRUCTURE, 12 FEET IN DIAMETER WITH AN OVERALL
 KG0621'HEIGHT OF 80 FEET.  THE POINT OBSERVED UPON WAS THE POINT OF A
 KG0621'DOME SHAPED ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0583 ***********************************************************************
 HF0583  DESIGNATION -  GLEN RM 1
 HF0583  PID         -  HF0583
 HF0583  STATE/COUNTY-  KS/SEDGWICK
 HF0583  USGS QUAD   -  WICHITA EAST (1982)
 HF0583
 HF0583                         *CURRENT SURVEY CONTROL
 HF0583  ___________________________________________________________________
 HF0583* NAD 83(1986)-  37 37 37.     (N)    097 20 37.     (W)     SCALED    
 HF0583* NAVD 88     -       399.009  (meters)    1309.08   (feet)  ADJUSTED  
 HF0583  ___________________________________________________________________
 HF0583  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0583  DYNAMIC HT  -         398.695 (meters)    1308.05  (feet)  COMP
 HF0583  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 HF0583
 HF0583  VERT ORDER  -  SECOND    CLASS 0
 HF0583
 HF0583.The horizontal coordinates were scaled from a topographic map and have
 HF0583.an estimated accuracy of +/- 6 seconds.
 HF0583
 HF0583.The orthometric height was determined by differential leveling
 HF0583.and adjusted by the National Geodetic Survey in June 1991..
 HF0583
 HF0583.The geoid height was determined by GEOID03.
 HF0583
 HF0583.The dynamic height is computed by dividing the NAVD 88
 HF0583.geopotential number by the normal gravity value computed on the
 HF0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0583.degrees latitude (g = 980.6199 gals.).
 HF0583
 HF0583.The modeled gravity was interpolated from observed gravity values.
 HF0583
 HF0583;                    North         East    Units  Estimated Accuracy
 HF0583;SPC KS S     -   507,210.      502,070.      MT  (+/- 180 meters Scaled)
 HF0583
 HF0583                          SUPERSEDED SURVEY CONTROL
 HF0583
 HF0583  NGVD 29 (??/??/92)  398.867  (m)         1308.62   (f) ADJ UNCH    2 0
 HF0583
 HF0583.Superseded values are not recommended for survey control.
 HF0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0583.See file dsdata.txt to determine how the superseded data were derived.
 HF0583
 HF0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG461657(NAD 83)
 HF0583_MARKER: DR = REFERENCE MARK DISK
 HF0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0583_SP_SET: BRIDGE
 HF0583_STAMPING: GLEN NO 1 1972
 HF0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0583
 HF0583  HISTORY     - Date     Condition        Report By
 HF0583  HISTORY     - 1972     MONUMENTED       NGS
 HF0583
 HF0583                          STATION DESCRIPTION
 HF0583
 HF0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0583'5.6 MI SE FROM WICHITA.
 HF0583'ABOUT 5.60 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0583'OVEPASS FOR U.S. HIGHWAY 54 AT THE WEST SIDE OF WICHITA, CEMENTED
 HF0583'IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE RAIL OF A
 HF0583'BRIDGE OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 235 OVER
 HF0583'GOLE STREET, 35.33 FEET NORTH-NORTHEAST OF THE STATION, 19.0
 HF0583'FEET SOUTH OF THE CENTER OF THE NORTH BOUND LANE OF THE
 HF0583'INTERSTATE AND ABOUT 2 FEET HIGHER THAN THE STATION.  SECTION 8,
 HF0583'T 28 S, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0584 ***********************************************************************
 HF0584  DESIGNATION -  GLEN RM 2
 HF0584  PID         -  HF0584
 HF0584  STATE/COUNTY-  KS/SEDGWICK
 HF0584  USGS QUAD   -  WICHITA EAST (1982)
 HF0584
 HF0584                         *CURRENT SURVEY CONTROL
 HF0584  ___________________________________________________________________
 HF0584* NAD 83(1986)-  37 37 37.     (N)    097 20 37.     (W)     SCALED    
 HF0584* NAVD 88     -       399.162  (meters)    1309.58   (feet)  ADJUSTED  
 HF0584  ___________________________________________________________________
 HF0584  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0584  DYNAMIC HT  -         398.848 (meters)    1308.55  (feet)  COMP
 HF0584  MODELED GRAV-     979,830.0   (mgal)                       NAVD 88
 HF0584
 HF0584  VERT ORDER  -  SECOND    CLASS 0
 HF0584
 HF0584.The horizontal coordinates were scaled from a topographic map and have
 HF0584.an estimated accuracy of +/- 6 seconds.
 HF0584
 HF0584.The orthometric height was determined by differential leveling
 HF0584.and adjusted by the National Geodetic Survey in June 1991..
 HF0584
 HF0584.The geoid height was determined by GEOID03.
 HF0584
 HF0584.The dynamic height is computed by dividing the NAVD 88
 HF0584.geopotential number by the normal gravity value computed on the
 HF0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0584.degrees latitude (g = 980.6199 gals.).
 HF0584
 HF0584.The modeled gravity was interpolated from observed gravity values.
 HF0584
 HF0584;                    North         East    Units  Estimated Accuracy
 HF0584;SPC KS S     -   507,210.      502,070.      MT  (+/- 180 meters Scaled)
 HF0584
 HF0584                          SUPERSEDED SURVEY CONTROL
 HF0584
 HF0584  NGVD 29 (??/??/92)  399.021  (m)         1309.12   (f) ADJ UNCH    2 0
 HF0584
 HF0584.Superseded values are not recommended for survey control.
 HF0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0584.See file dsdata.txt to determine how the superseded data were derived.
 HF0584
 HF0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG461657(NAD 83)
 HF0584_MARKER: DR = REFERENCE MARK DISK
 HF0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0584_SP_SET: BRIDGE
 HF0584_STAMPING: GLEN NO 2 1972
 HF0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0584
 HF0584  HISTORY     - Date     Condition        Report By
 HF0584  HISTORY     - 1972     MONUMENTED       NGS
 HF0584
 HF0584                          STATION DESCRIPTION
 HF0584
 HF0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0584'5.6 MI SE FROM WICHITA.
 HF0584'ABOUT 5.60 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0584'OVERPASS FOR U.S. HIGHWAY 54 AT THE WEST SIDE OF WICHITA, CEMENTED
 HF0584'IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE RAIL OF A
 HF0584'BRIDGE OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 235 OVER
 HF0584'GOLE STREET, 27.97 FEET SOUTHEAST OF THE STATION, 18.0 FEET
 HF0584'NORTH OF THE CENTER OF THE SOUTH BOUND LANE OF THE INTERSTATE
 HF0584'AND ABOUT 1 FOOT HIGHER THAN THE STATION.  SECTION 8, T 28 S,
 HF0584'R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1718 ***********************************************************************
 JE1718  DESIGNATION -  GLENLOCK
 JE1718  PID         -  JE1718
 JE1718  STATE/COUNTY-  KS/ANDERSON
 JE1718  USGS QUAD   -  GARNETT WEST (1983)
 JE1718
 JE1718                         *CURRENT SURVEY CONTROL
 JE1718  ___________________________________________________________________
 JE1718* NAD 83(1997)-  38 20 15.34824(N)    095 21 03.92859(W)     ADJUSTED  
 JE1718* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 JE1718  ___________________________________________________________________
 JE1718  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JE1718  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JE1718
 JE1718  HORZ ORDER  -  THIRD
 JE1718
 JE1718.The horizontal coordinates were established by classical geodetic methods
 JE1718.and adjusted by the National Geodetic Survey in October 1998..
 JE1718
 JE1718.The orthometric height was scaled from a topographic map.
 JE1718
 JE1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1718
 JE1718.The geoid height was determined by GEOID03.
 JE1718
 JE1718;                    North         East     Units Scale Factor Converg.
 JE1718;SPC KS S     -   590,099.552   675,241.090   MT  0.99996272   +1 56 06.3
 JE1718;UTM  15      - 4,245,889.096   294,516.919   MT  1.00012002   -1 27 32.0
 JE1718
 JE1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1718!SPC KS S     -   0.99995785  x   0.99996272  =   0.99992057
 JE1718!UTM  15      -   0.99995785  x   1.00012002  =   1.00007786
 JE1718
 JE1718:                Primary Azimuth Mark                     Grid Az
 JE1718:SPC KS S     -  GLENLOCK AZ MK                           359 16 57.1
 JE1718:UTM  15      -  GLENLOCK AZ MK                           002 40 35.4
 JE1718
 JE1718|---------------------------------------------------------------------|
 JE1718| PID    Reference Object                     Distance      Geod. Az  |
 JE1718|                                                           dddmmss.s |
 JE1718| CL5262 GLENLOCK AZ MK                                     0011303.4 |
 JE1718| CL5263 GLENLOCK RM 1                        19.776 METERS 00951     |
 JE1718| CL5265 GLENLOCK RM 3                        19.794 METERS 01006     |
 JE1718| JE1716 RICHMOND MUN WATER TANK             APPROX.10.3 KM 0463743.2 |
 JE1718| CL5264 GLENLOCK RM 2                        16.873 METERS 11001     |
 JE1718|---------------------------------------------------------------------|
 JE1718
 JE1718                          SUPERSEDED SURVEY CONTROL
 JE1718
 JE1718  NAD 83(1986)-  38 20 15.35393(N)    095 21 03.92896(W) AD(       ) 3
 JE1718  NAD 27      -  38 20 15.28400(N)    095 21 03.01700(W) AD(       ) 3
 JE1718
 JE1718.Superseded values are not recommended for survey control.
 JE1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1718.See file dsdata.txt to determine how the superseded data were derived.
 JE1718
 JE1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC9451745889(NAD 83)
 JE1718_MARKER: DS = TRIANGULATION STATION DISK
 JE1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1718
 JE1718  HISTORY     - Date     Condition        Report By
 JE1718  HISTORY     - 1948     MONUMENTED       CGS
 JE1718  HISTORY     - 1970     GOOD             NGS
 JE1718
 JE1718                          STATION DESCRIPTION
 JE1718
 JE1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1718'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHWEST OF GARNETT, 4.5
 JE1718'MILES EAST OF HARRIS AND 2.0 MILES NORTH OF THE VILLAGE OF GLENLOCK
 JE1718'ON A LOW RIDGE OVERLOOKING POTTAWATOMIE CREEK AND ON LAND OWNED
 JE1718'BY MR. HENRY C. REPPERT.  IT IS 51 FEET EAST-NORTHEAST OF THE
 JE1718'NORTHEAST CORNER OF AN OLD ABANDONED FARM HOUSE, 28 FEET SOUTH
 JE1718'OF EAST-WEST FENCE LINE AND 33 FEET WEST OF THE CENTER OF
 JE1718'NORTH-SOUTH SECTION LINE ROAD.  IT IS STAMPED GLENLOCK 1948 AND
 JE1718'SET FLUSH WITH THE GROUND SURFACE.
 JE1718'
 JE1718'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 38 FEET
 JE1718'NORTH OF T-FENCE INTERSECTION, 25 FEET WEST OF THE CENTER OF THE
 JE1718'NORTH-SOUTH SECTION LINE ROAD AND 1 FOOT WEST OF NORTH-SOUTH
 JE1718'FENCE LINE.  IT IS STAMPED GLENLOCK NO 1 1948 AND PROJECTS 2
 JE1718'INCHES.
 JE1718'
 JE1718'REFERENCE MARK NO 2 IS EAST-SOUTHEAST OF THE STATION, 22 FEET
 JE1718'EAST OF THE CENTER OF THE NORTH-SOUTH SECTION LINE ROAD AND 3
 JE1718'FEET EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED GLENLOCK NO 2
 JE1718'1948 AND PROJECTS 3 INCHES.
 JE1718'
 JE1718'THE AZIMUTH MARK IS ABOUT 0.6 MILE NORTH OF THE STATION, 40 FEET
 JE1718'WEST OF T-ROAD INTERSECTION, 100 FEET NORTH OF NORTHEAST CORNER OF
 JE1718'POND, 25 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD AND 1 FOOT
 JE1718'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED GLENLOCK 1948
 JE1718'AND PROJECTS 2 INCHES.  TO REACH FROM THE STATION, GO NORTH FOR
 JE1718'0.6 MILE TO WHERE ROAD MAKES A LEFT TURN AND MARK JUST WEST IN
 JE1718'FENCE LINE AS DESCRIBED.
 JE1718'
 JE1718'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 JE1718'ROUTE 31 IN THE WEST EDGE OF GARNETT, GO WEST, NORTH AND WEST ON
 JE1718'STATE ROUTE 31 FOR 7.2 MILES TO CROSSROAD JUST BEFORE REACHING
 JE1718'SCHOOL HOUSE ON THE LEFT, TURN RIGHT AND GO NORTH FOR 1.0 MILE,
 JE1718'TURN RIGHT AND GO EAST FOR 0.5 MILE, TURN LEFT AND GO NORTH
 JE1718'FOR 1.4 MILES TO OLD VACANT FARM HOUSE ON THE WEST SIDE AND
 JE1718'STATION IN NORTHEAST CORNER OF THE YARD AS DESCRIBED.
 JE1718'
 JE1718'A 74 FOOT SIGNAL AT STATION TAPLEY IS VISIBLE AT 10 FEET.
 JE1718'
 JE1718'A 4 FOOT SIGNAL AT STATION RICHMOND IS VISIBLE AT 37 FEET.
 JE1718'
 JE1718'A 74 FOOT SIGNAL AT STATION WATOMIE IS VISIBLE AT 37 FEET.
 JE1718'
 JE1718'A 74 FOOT SIGNAL AT STATION BEACON R IS VISIBLE AT 37 FEET.
 JE1718'
 JE1718'A 74 FOOT SIGNAL AT STATION POTTA IS VISIBLE AT 37 FEET.
 JE1718'
 JE1718'A 74 FOOT SIGNAL AT STATION SUGAR IS VISIBLE AT 37 FEET.
 JE1718'
 JE1718'A 74 FOOT SIGNAL AT STATION GARNETT IS VISIBLE AT 37 FEET.
 JE1718'
 JE1718'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1718
 JE1718                          STATION RECOVERY (1970)
 JE1718
 JE1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1718'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 JE1718'GOOD CONDITION.  REFERENCE MARK NO. 2 WAS RECOVERED AND APPEARED
 JE1718'IN GOOD CONDITION BUT THE DISTANCE FAILED TO CHECK BY 0.26 FEET
 JE1718'AND THE DIRECTION FAILED TO CHECK BY 1 MINUTE 25 SECONDS.
 JE1718'REFERENCE MARK NO. 1 WAS FOUND DESTROYED AND THE DISK WAS GONE
 JE1718'FROM THE CONCRETE POST.  THE OLD ABANDONED FARM HOUSE MENTIONED
 JE1718'IN THE ORIGINAL DESCRIPTION NO LONGER REMAINS.
 JE1718'
 JE1718'REFERENCE MARK NO. 3 WAS SET.
 JE1718'
 JE1718'FOLLOWING IS A NEW DESCRIPTION.
 JE1718'
 JE1718'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 JE1718'STATE HIGHWAY 31 AT THE NORTHWEST SIDE OF GARNETT, GO WEST,
 JE1718'NORTH, AND WEST ON STATE HIGHWAY 31 FOR 6.75 MILES TO A CROSSROAD.
 JE1718'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO WHERE
 JE1718'THE ROAD TURNS EAST. TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 JE1718'FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 JE1718'ON A GRAVELED ROAD FOR 1.4 MILES TO THE STATION ON THE LEFT.
 JE1718'(CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.6 MILE TO THE
 JE1718'AZIMUTH MARK ON THE LEFT.)
 JE1718'
 JE1718'STATION MARK, A STANDARD DISK STAMPED GLENLOCK 1948, IS SET IN
 JE1718'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 JE1718'OF THE GROUND.  IT IS AT THE EAST SIDE OF A SMALL MEADOW, 34.5
 JE1718'FEET NORTH-NORTHWEST OF A PEAR TREE, 33 FEET WEST OF THE CENTER
 JE1718'OF THE ROAD, AND 12 FEET WEST OF A METAL WITNESS POST SET IN
 JE1718'A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JE1718'
 JE1718'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GLENLOCK NO. 2
 JE1718'1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JE1718'4 INCHES.  IT IS 22 FEET EAST OF THE CENTER OF THE ROAD AND 3 FEET
 JE1718'WEST OF A FENCE.
 JE1718'
 JE1718'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GLENLOCK 1948 NO.
 JE1718'3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 JE1718'WITH THE SURFACE OF THE GROUND.  IT IS 23 FEET WEST OF THE CENTER
 JE1718'OF THE ROAD AND 3 FEET WEST OF A NORTH-SOUTH FENCE.
 JE1718'
 JE1718'AZIMUTH MARK, A STANDARD DISK STAMPED GLENLOCK 1948, IS SET IN THE
 JE1718'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 40
 JE1718'FEET WEST OF THE CENTER OF AN INTERSECTION, 25 FEET SOUTH OF
 JE1718'THE CENTER OF A ROAD, 14.5 FEET WEST OF A FENCE CORNER, 4 FEET
 JE1718'EAST-SOUTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A METAL
 JE1718'WITNESS POST, 0.5 FEET SOUTH OF A FENCE, AND ABOUT 100 FEET
 JE1718'NORTH OF A POND.
 JE1718'
 JE1718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 JE1718'NORTH OF GLENLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0941 ***********************************************************************
 JE0941  DESIGNATION -  GLOBE
 JE0941  PID         -  JE0941
 JE0941  STATE/COUNTY-  KS/DOUGLAS
 JE0941  USGS QUAD   -  LONE STAR (1978)
 JE0941
 JE0941                         *CURRENT SURVEY CONTROL
 JE0941  ___________________________________________________________________
 JE0941* NAD 83(1997)-  38 46 06.54145(N)    095 22 03.80369(W)     ADJUSTED  
 JE0941* NAVD 88     -       324.840  (meters)    1065.75   (feet)  ADJUSTED  
 JE0941  ___________________________________________________________________
 JE0941  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JE0941  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JE0941  DYNAMIC HT  -         324.619 (meters)    1065.02  (feet)  COMP
 JE0941  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 JE0941
 JE0941  HORZ ORDER  -  SECOND
 JE0941  VERT ORDER  -  SECOND    CLASS 0
 JE0941
 JE0941.The horizontal coordinates were established by classical geodetic methods
 JE0941.and adjusted by the National Geodetic Survey in October 1998..
 JE0941
 JE0941.The orthometric height was determined by differential leveling
 JE0941.and adjusted by the National Geodetic Survey in June 1991..
 JE0941
 JE0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE0941
 JE0941.The geoid height was determined by GEOID03.
 JE0941
 JE0941.The dynamic height is computed by dividing the NAVD 88
 JE0941.geopotential number by the normal gravity value computed on the
 JE0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0941.degrees latitude (g = 980.6199 gals.).
 JE0941
 JE0941.The modeled gravity was interpolated from observed gravity values.
 JE0941
 JE0941;                    North         East     Units Scale Factor Converg.
 JE0941;SPC KS N     -    51,630.951   628,731.861   MT  0.99999204   +1 39 55.7
 JE0941;SPC KS S     -   637,855.038   672,181.252   MT  1.00004616   +1 55 29.5
 JE0941;UTM  15      - 4,293,747.779   294,295.460   MT  1.00012109   -1 28 59.3
 JE0941
 JE0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE0941!SPC KS N     -   0.99995399  x   0.99999204  =   0.99994603
 JE0941!SPC KS S     -   0.99995399  x   1.00004616  =   1.00000015
 JE0941!UTM  15      -   0.99995399  x   1.00012109  =   1.00007508
 JE0941
 JE0941|---------------------------------------------------------------------|
 JE0941| PID    Reference Object                     Distance      Geod. Az  |
 JE0941|                                                           dddmmss.s |
 JE0941| JE0942 GLOBE RM 1                           47.768 METERS 03326     |
 JE0941| JE0938 BETHEL                              468.592 METERS 0992535.3 |
 JE0941| JE1684 OVERBROOK ATT RELAY TOWER           APPROX. 6.2 KM 2872732.5 |
 JE0941| CL5269 GLOBE RM 2                           65.014 METERS 35617     |
 JE0941| JE1679 GLOBE A                              52.563 METERS 35845     |
 JE0941|---------------------------------------------------------------------|
 JE0941
 JE0941                          SUPERSEDED SURVEY CONTROL
 JE0941
 JE0941  NAD 83(1986)-  38 46 06.54841(N)    095 22 03.80654(W) AD(       ) 2
 JE0941  NAD 27      -  38 46 06.52510(N)    095 22 02.89000(W) AD(       ) 2
 JE0941  NGVD 29 (??/??/92)  324.723  (m)         1065.36   (f) ADJ UNCH    2 0
 JE0941
 JE0941.Superseded values are not recommended for survey control.
 JE0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0941.See file dsdata.txt to determine how the superseded data were derived.
 JE0941
 JE0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC9429593748(NAD 83)
 JE0941_MARKER: DS = TRIANGULATION STATION DISK
 JE0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0941_STAMPING: GLOBE 1960
 JE0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0941+STABILITY: SURFACE MOTION
 JE0941
 JE0941  HISTORY     - Date     Condition        Report By
 JE0941  HISTORY     - 1960     MONUMENTED       CGS
 JE0941  HISTORY     - 1960     GOOD             CGS
 JE0941
 JE0941                          STATION DESCRIPTION
 JE0941
 JE0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE0941'THE STATION IS ABOUT 10 MILES EAST AND 1 MILE SOUTH OF OVERBROOK.
 JE0941'
 JE0941'TO REACH THE STATION FROM THE POST OFFICE AT OVERBROOK GO NORTH
 JE0941'ON THE MAIN STREET FOR 0.35 MILE TO U.S. HIGHWAY 56, TURN RIGHT
 JE0941'AND GO EAST ON U.S. HIGHWAY 56 FOR 8.5 MILE TO A CROSSROAD AND THE
 JE0941'GLOBE STORE IN THE SOUTHWEST ANGLE.  CONTINUE EAST ON U.S. HIGHWAY
 JE0941'56 FOR 2.0 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO SOUTH
 JE0941'ON THE MACADAM ROAD FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT
 JE0941'AND GO WEST ON THE MACADAM ROAD FOR 0.25 MILE TO A GUARD
 JE0941'STATION.  FROM HERE GO NORTHWEST ACROSS THE LOT FOR 0.05 MILE TO
 JE0941'THE STATION.
 JE0941'
 JE0941'THE STATION MARK, STAMPED GLOBE 1960, IS A STANDARD DISK
 JE0941'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 JE0941'5 INCHES.  IT IS 84 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 JE0941'THE LAUNCHER BUILDING AND 50 FEET EAST OF THE CENTER OF THE
 JE0941'RAMP.
 JE0941'
 JE0941'REFERENCE MARK NO. 1, STAMPED GLOBE NO 1 1960, IS A STANDARD DISK
 JE0941'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A LAMP POST.  IT
 JE0941'IS 86 FEET SOUTH OF AN ANTENNA POLE, 15 FEET SOUTH OF THE
 JE0941'CENTER OF A MACADAM ROAD AND 2 FEET WEST OF A GATE.
 JE0941'
 JE0941'REFERENCE MARK 2 IS A CROSS ON THE UPPER END OF A SECTION OF
 JE0941'REINFORCEMENT ROD THAT PROJECTS 2 INCHES.  IT IS 104 FEET WEST OF
 JE0941'THE ANTENNA POLE AND 52 FEET NORTH OF THE CENTER OF THE MACADAM
 JE0941'CROSSROAD.
 JE0941'
 JE0941'TRIANGULATION STATION BETHEL MAY BE USED FOR THE AZIMUTH
 JE0941'MARK, SEE DESCRIPTION THEREOF.
 JE0941
 JE0941                          STATION RECOVERY (1960)
 JE0941
 JE0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JE0941'8.9 MI W FROM BALDWIN.
 JE0941'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0941'RAILWAY FROM THE STATION AT BALDWIN, THENCE 8.2 MILES WEST ALONG
 JE0941'GRAVELED ROAD TO MISSILE SITE G., 84 FEET NORTHEAST OF THE
 JE0941'NORTHEAST CORNER OF THE LAUNCHER BUILDING, 50 FEET EAST OF THE
 JE0941'CENTER OF THE RAMP, SET IN THE TOP OF A SQUARE CONCRETE POST
 JE0941'THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0942 ***********************************************************************
 JE0942  DESIGNATION -  GLOBE RM 1
 JE0942  PID         -  JE0942
 JE0942  STATE/COUNTY-  KS/DOUGLAS
 JE0942  USGS QUAD   -  LONE STAR (1978)
 JE0942
 JE0942                         *CURRENT SURVEY CONTROL
 JE0942  ___________________________________________________________________
 JE0942* NAD 83(1986)-  38 46 06.     (N)    095 22 03.     (W)     SCALED    
 JE0942* NAVD 88     -       324.460  (meters)    1064.50   (feet)  ADJUSTED  
 JE0942  ___________________________________________________________________
 JE0942  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JE0942  DYNAMIC HT  -         324.239 (meters)    1063.77  (feet)  COMP
 JE0942  MODELED GRAV-     979,938.6   (mgal)                       NAVD 88
 JE0942
 JE0942  VERT ORDER  -  SECOND    CLASS 0
 JE0942
 JE0942.The horizontal coordinates were scaled from a topographic map and have
 JE0942.an estimated accuracy of +/- 6 seconds.
 JE0942
 JE0942.The orthometric height was determined by differential leveling
 JE0942.and adjusted by the National Geodetic Survey in June 1991..
 JE0942
 JE0942.The geoid height was determined by GEOID03.
 JE0942
 JE0942.The dynamic height is computed by dividing the NAVD 88
 JE0942.geopotential number by the normal gravity value computed on the
 JE0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0942.degrees latitude (g = 980.6199 gals.).
 JE0942
 JE0942.The modeled gravity was interpolated from observed gravity values.
 JE0942
 JE0942;                    North         East    Units  Estimated Accuracy
 JE0942;SPC KS N     -    51,620.      628,750.      MT  (+/- 180 meters Scaled)
 JE0942
 JE0942                          SUPERSEDED SURVEY CONTROL
 JE0942
 JE0942  NGVD 29 (??/??/92)  324.342  (m)         1064.11   (f) ADJ UNCH    2 0
 JE0942
 JE0942.Superseded values are not recommended for survey control.
 JE0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0942.See file dsdata.txt to determine how the superseded data were derived.
 JE0942
 JE0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC943937(NAD 83)
 JE0942_MARKER: DR = REFERENCE MARK DISK
 JE0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0942_SP_SET: LAMP POST BASE
 JE0942_STAMPING: GLOBE NO 1 1960
 JE0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0942
 JE0942  HISTORY     - Date     Condition        Report By
 JE0942  HISTORY     - 1960     MONUMENTED       CGS
 JE0942
 JE0942                          STATION DESCRIPTION
 JE0942
 JE0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE0942'8.9 MI W FROM BALDWIN.
 JE0942'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0942'RAILWAY FROM THE STATION AT BALDWIN, THENCE 8.2 MILES WEST ALONG
 JE0942'GRAVELED ROAD TO MISSILE SITE G., 86 FEET SOUTH OF AN ANTENNA
 JE0942'POLE, 2 FEET WEST OF A GATE, ABOUT 157 FEET NORTHEAST OF THE
 JE0942'STATION, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A LAMP
 JE0942'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1254 ***********************************************************************
 JE1254  DESIGNATION -  GLOW
 JE1254  PID         -  JE1254
 JE1254  STATE/COUNTY-  KS/OSAGE
 JE1254  USGS QUAD   -  MILLER (1971)
 JE1254
 JE1254                         *CURRENT SURVEY CONTROL
 JE1254  ___________________________________________________________________
 JE1254* NAD 83(1997)-  38 41 43.98269(N)    095 52 46.72410(W)     ADJUSTED  
 JE1254* NAVD 88     -       367.054  (meters)    1204.24   (feet)  ADJUSTED  
 JE1254  ___________________________________________________________________
 JE1254  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 JE1254  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JE1254  DYNAMIC HT  -         366.800 (meters)    1203.41  (feet)  COMP
 JE1254  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 JE1254
 JE1254  HORZ ORDER  -  SECOND
 JE1254  VERT ORDER  -  SECOND    CLASS 0
 JE1254
 JE1254.The horizontal coordinates were established by classical geodetic methods
 JE1254.and adjusted by the National Geodetic Survey in October 1998..
 JE1254
 JE1254.The orthometric height was determined by differential leveling
 JE1254.and adjusted by the National Geodetic Survey in June 1991..
 JE1254
 JE1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1254
 JE1254.The geoid height was determined by GEOID03.
 JE1254
 JE1254.The dynamic height is computed by dividing the NAVD 88
 JE1254.geopotential number by the normal gravity value computed on the
 JE1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1254.degrees latitude (g = 980.6199 gals.).
 JE1254
 JE1254.The modeled gravity was interpolated from observed gravity values.
 JE1254
 JE1254;                    North         East     Units Scale Factor Converg.
 JE1254;SPC KS S     -   628,389.251   627,937.804   MT  1.00002804   +1 36 37.0
 JE1254;SPC KS N     -    42,369.526   584,447.005   MT  1.00000348   +1 20 29.7
 JE1254;UTM  15      - 4,286,928.852   249,558.137   MT  1.00037244   -1 48 04.5
 JE1254
 JE1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1254!SPC KS S     -   0.99994728  x   1.00002804  =   0.99997531
 JE1254!SPC KS N     -   0.99994728  x   1.00000348  =   0.99995076
 JE1254!UTM  15      -   0.99994728  x   1.00037244  =   1.00031970
 JE1254
 JE1254|---------------------------------------------------------------------|
 JE1254| PID    Reference Object                     Distance      Geod. Az  |
 JE1254|                                                           dddmmss.s |
 JE1254| JE1255 GLOW RM 1                            14.237 METERS 00340     |
 JE1254| JE1810 BURLINGAME MUNICIPAL TANK           APPROX. 6.8 KM 0324908.2 |
 JE1254| JE1831 BURLINGAME COOP GRAIN ELEVATOR      APPROX. 7.5 KM 0350714.1 |
 JE1254| JE1252 GLOW AZ MK                          APPROX. 0.7 KM 0711803.5 |
 JE1254| JE1253 GLOW RM 2                            28.937 METERS 11200     |
 JE1254| JE1824 548 L 4 A                            97.264 METERS 19046     |
 JE1254| JE1838 HARVEYVILLE CAA NAVIGATION TWR      APPROX.12.1 KM 3015033.1 |
 JE1254|---------------------------------------------------------------------|
 JE1254
 JE1254                          SUPERSEDED SURVEY CONTROL
 JE1254
 JE1254  NAD 83(1986)-  38 41 43.98909(N)    095 52 46.72209(W) AD(       ) 2
 JE1254  NAD 27      -  38 41 43.96098(N)    095 52 45.76514(W) AD(       ) 2
 JE1254  NGVD 29 (??/??/92)  366.916  (m)         1203.79   (f) ADJ UNCH    2 0
 JE1254
 JE1254.Superseded values are not recommended for survey control.
 JE1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1254.See file dsdata.txt to determine how the superseded data were derived.
 JE1254
 JE1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC4955886929(NAD 83)
 JE1254_MARKER: DS = TRIANGULATION STATION DISK
 JE1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1254_STAMPING: GLOW 1960
 JE1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1254+STABILITY: SURFACE MOTION
 JE1254
 JE1254  HISTORY     - Date     Condition        Report By
 JE1254  HISTORY     - 1960     MONUMENTED       CGS
 JE1254  HISTORY     - 1960     GOOD             CGS
 JE1254
 JE1254                          STATION DESCRIPTION
 JE1254
 JE1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1254'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHWEST OF BURLINGAME.
 JE1254'
 JE1254'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN BURLINGAME, GO SOUTH
 JE1254'ON U.S. HIGHWAY 56 FOR 4.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 JE1254'AND GO WEST ON SURFACED ROAD FOR 2.4 MILES TO THE GATE, PASS
 JE1254'THROUGH GATE AND CONTINUE WEST FOR ABOUT 100 FEET TO THE STATION
 JE1254'ON THE RIGHT.
 JE1254'
 JE1254'THE STATION MARK, STAMPED GLOW 1960, IS A STANDARD DISK SET IN THE
 JE1254'TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS DIRECTLY
 JE1254'NORTH OF THE RAMP TO THE LAUNCHING PAD, 56 FEET NORTH OF THE
 JE1254'INTERSECTION OF 4 PAVED ROADS AND 6 INCHES EAST OF A WITNESS
 JE1254'POST.
 JE1254'
 JE1254'REFERENCE MARK 1, STAMPED GLOW NO 1 1960, IS A STANDARD DISK
 JE1254'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH AND IS
 JE1254'1.5 FEET WEST OF A WITNESS POST.
 JE1254'
 JE1254'REFERENCE MARK 2, STAMPED GLOW NO 2 1960, IS A STANDARD DISK
 JE1254'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE NORTH
 JE1254'LIGHT POST, 4.6 FEET WEST OF THE SECURITY GATE.
 JE1254'
 JE1254'THE AZIMUTH MARK, STAMPED GLOW 1960, IS A STANDARD DISK CEMENTED
 JE1254'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 44.5 FEET
 JE1254'NORTHWEST OF A TRIANGULAR BLAZED TREE AND 3.3 FEET SOUTH OF A
 JE1254'WITNESS POST.
 JE1254'
 JE1254'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.35 MILE
 JE1254'TO A GATE ON THE LEFT, TURN LEFT THROUGH GATE AND GO NORTH ALONG
 JE1254'FENCE FOR 0.15 MILE TO THE HIGHEST PART OF HILL AND MARK.
 JE1254
 JE1254                          STATION RECOVERY (1960)
 JE1254
 JE1254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JE1254'7 MI SW FROM BURLINGAME.
 JE1254'4.4 MILES SOUTH ALONG U.S. HIGHWAY 56 FROM THE JUNCTION OF U.S.
 JE1254'HIGHWAY 56 AND STATE HIGHWAY 31 AT BURLINGAME, THENCE 2.4 MILES
 JE1254'WEST ALONG DIRT ROAD TO THE SECURITY GATE, 100 FEET NORTHWEST
 JE1254'OF THE GATE, 56 FEET NORTH OF THE INTERSECTION OF FOUR PAVED
 JE1254'ROADS, 0.5 FOOT EAST OF THE WITNESS POST, SET IN THE TOP OF
 JE1254'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1252 ***********************************************************************
 JE1252  DESIGNATION -  GLOW AZ MK
 JE1252  PID         -  JE1252
 JE1252  STATE/COUNTY-  KS/OSAGE
 JE1252  USGS QUAD   -  OSAGE CITY (1971)
 JE1252
 JE1252                         *CURRENT SURVEY CONTROL
 JE1252  ___________________________________________________________________
 JE1252* NAD 83(1997)-  38 41 51.71081(N)    095 52 17.58389(W)     ADJUSTED  
 JE1252* NAVD 88     -       365.298  (meters)    1198.48   (feet)  ADJUSTED  
 JE1252  ___________________________________________________________________
 JE1252  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 JE1252  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JE1252  DYNAMIC HT  -         365.044 (meters)    1197.65  (feet)  COMP
 JE1252  MODELED GRAV-     979,925.2   (mgal)                       NAVD 88
 JE1252
 JE1252  HORZ ORDER  -  SECOND
 JE1252  VERT ORDER  -  SECOND    CLASS 0
 JE1252
 JE1252.The horizontal coordinates were established by classical geodetic methods
 JE1252.and adjusted by the National Geodetic Survey in October 1998..
 JE1252
 JE1252.The orthometric height was determined by differential leveling
 JE1252.and adjusted by the National Geodetic Survey in June 1991..
 JE1252
 JE1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1252
 JE1252.The geoid height was determined by GEOID03.
 JE1252
 JE1252.The dynamic height is computed by dividing the NAVD 88
 JE1252.geopotential number by the normal gravity value computed on the
 JE1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1252.degrees latitude (g = 980.6199 gals.).
 JE1252
 JE1252.The modeled gravity was interpolated from observed gravity values.
 JE1252
 JE1252;                    North         East     Units Scale Factor Converg.
 JE1252;SPC KS S     -   628,647.287   628,635.020   MT  1.00002855   +1 36 54.9
 JE1252;SPC KS N     -    42,624.285   585,145.405   MT  1.00000312   +1 20 48.1
 JE1252;UTM  15      - 4,287,145.015   250,269.716   MT  1.00036806   -1 47 46.5
 JE1252
 JE1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1252!SPC KS S     -   0.99994755  x   1.00002855  =   0.99997610
 JE1252!SPC KS N     -   0.99994755  x   1.00000312  =   0.99995067
 JE1252!UTM  15      -   0.99994755  x   1.00036806  =   1.00031559
 JE1252
 JE1252:                Primary Azimuth Mark                     Grid Az
 JE1252:SPC KS S     -  GLOW                                     249 41 26.8
 JE1252:SPC KS N     -  GLOW                                     249 57 33.6
 JE1252:UTM  15      -  GLOW                                     253 06 08.2
 JE1252
 JE1252|---------------------------------------------------------------------|
 JE1252| PID    Reference Object                     Distance      Geod. Az  |
 JE1252|                                                           dddmmss.s |
 JE1252| JE1254 GLOW                                APPROX. 0.7 KM 2511821.7 |
 JE1252|---------------------------------------------------------------------|
 JE1252
 JE1252                          SUPERSEDED SURVEY CONTROL
 JE1252
 JE1252  NAD 83(1986)-  38 41 51.71724(N)    095 52 17.58188(W) AD(       ) 2
 JE1252  NAD 27      -  38 41 51.68934(N)    095 52 16.62609(W) AD(       ) 2
 JE1252  NGVD 29 (??/??/92)  365.159  (m)         1198.03   (f) ADJ UNCH    2 0
 JE1252
 JE1252.Superseded values are not recommended for survey control.
 JE1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1252.See file dsdata.txt to determine how the superseded data were derived.
 JE1252
 JE1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5027087145(NAD 83)
 JE1252_MARKER: DB = BENCH MARK DISK
 JE1252_SETTING: 66 = SET IN ROCK OUTCROP
 JE1252_SP_SET: BEDROCK
 JE1252_STAMPING: GLOW 1960
 JE1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE1252+STABILITY: POSITION/ELEVATION WELL
 JE1252
 JE1252  HISTORY     - Date     Condition        Report By
 JE1252  HISTORY     - 1960     MONUMENTED       CGS
 JE1252  HISTORY     - 1960     GOOD             CGS
 JE1252
 JE1252                          STATION DESCRIPTION
 JE1252
 JE1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1252'STATION IS LOCATED ABOUT 4.5 MILES SOUTH-SOUTHWEST OF BURLINGAME.
 JE1252'
 JE1252'TO REACH FROM THE TRAFFIC LIGHT IN BURLINGAME, GO SOUTH ON
 JE1252'U.S. HIGHWAY 56 FOR 4.4 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 JE1252'AND GO WEST ON SURFACED ROAD FOR 2.4 MILES TO A GATE ON THE RIGHT,
 JE1252'TURN RIGHT THROUGH GATE AND GO NORTH ALONG FENCE FOR 0.15 MILE TO
 JE1252'THE HIGHEST PART OF HILL AND MARK.
 JE1252'
 JE1252'THE MARK STAMPED GLOW 1960 IS A STANDARD AZIMUTH MARK DISK
 JE1252'COMMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH.  IT IS 44.5
 JE1252'FEET NORTHWEST OF A TRIANGULAR BLAZED TREE AND 3.3 FEET SOUTH
 JE1252'OF A WITNESS POST.
 JE1252'
 JE1252'NO REFERENCE MARKS WERE SET.
 JE1252
 JE1252                          STATION RECOVERY (1960)
 JE1252
 JE1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JE1252'6.7 MI SW FROM BURLINGAME.
 JE1252'4.4 MILES SOUTH ALONG U.S. HIGHWAY 56 FROM THE JUNCTION OF U.S.
 JE1252'HIGHWAY 56 AND STATE HIGHWAY 31 AT BURLINGAME, THENCE 2.1 MILES
 JE1252'WEST ALONG DIRT ROAD, THENCE FOLLOW THE NORTH-SOUTH FENCE NORTH
 JE1252'FOR ABOUT 0.15 MILE, 44.5 FEET NORTHWEST OF A 6-INCH DIAMETER
 JE1252'TREE WITH A TRIANGULAR BLAZE, CEMENTED IN A DRILL HOLE IN BEDROCK
 JE1252'THAT IS FLUSH, 3.3 FEET SOUTH OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1255 ***********************************************************************
 JE1255  DESIGNATION -  GLOW RM 1
 JE1255  PID         -  JE1255
 JE1255  STATE/COUNTY-  KS/OSAGE
 JE1255  USGS QUAD   -  MILLER (1971)
 JE1255
 JE1255                         *CURRENT SURVEY CONTROL
 JE1255  ___________________________________________________________________
 JE1255* NAD 83(1986)-  38 41 43.     (N)    095 52 46.     (W)     SCALED    
 JE1255* NAVD 88     -       366.861  (meters)    1203.61   (feet)  ADJUSTED  
 JE1255  ___________________________________________________________________
 JE1255  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JE1255  DYNAMIC HT  -         366.607 (meters)    1202.78  (feet)  COMP
 JE1255  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 JE1255
 JE1255  VERT ORDER  -  SECOND    CLASS 0
 JE1255
 JE1255.The horizontal coordinates were scaled from a topographic map and have
 JE1255.an estimated accuracy of +/- 6 seconds.
 JE1255
 JE1255.The orthometric height was determined by differential leveling
 JE1255.and adjusted by the National Geodetic Survey in June 1991..
 JE1255
 JE1255.The geoid height was determined by GEOID03.
 JE1255
 JE1255.The dynamic height is computed by dividing the NAVD 88
 JE1255.geopotential number by the normal gravity value computed on the
 JE1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1255.degrees latitude (g = 980.6199 gals.).
 JE1255
 JE1255.The modeled gravity was interpolated from observed gravity values.
 JE1255
 JE1255;                    North         East    Units  Estimated Accuracy
 JE1255;SPC KS S     -   628,360.      627,960.      MT  (+/- 180 meters Scaled)
 JE1255
 JE1255                          SUPERSEDED SURVEY CONTROL
 JE1255
 JE1255  NGVD 29 (??/??/92)  366.723  (m)         1203.16   (f) ADJ UNCH    2 0
 JE1255
 JE1255.Superseded values are not recommended for survey control.
 JE1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1255.See file dsdata.txt to determine how the superseded data were derived.
 JE1255
 JE1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC495868(NAD 83)
 JE1255_MARKER: DR = REFERENCE MARK DISK
 JE1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1255_STAMPING: GLOW NO 1 1960
 JE1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1255+STABILITY: SURFACE MOTION
 JE1255
 JE1255  HISTORY     - Date     Condition        Report By
 JE1255  HISTORY     - 1960     MONUMENTED       CGS
 JE1255
 JE1255                          STATION DESCRIPTION
 JE1255
 JE1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1255'7 MI SW FROM BURLINGAME.
 JE1255'4.4 MILES SOUTH ALONG U.S. HIGHWAY 56 FROM THE JUNCTION OF U.S.
 JE1255'HIGHWAY 56 AND STATE HIGHWAY 31 AT BURLINGAME, THENCE 2.4 MILES
 JE1255'WEST ALONG DIRT ROAD, 46 FEET NORTH OF THE TRIANGULATION STATION,
 JE1255'1.5 FEET WEST OF THE WITNESS POST, SET IN THE TOP OF A SQUARE
 JE1255'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1253 ***********************************************************************
 JE1253  DESIGNATION -  GLOW RM 2
 JE1253  PID         -  JE1253
 JE1253  STATE/COUNTY-  KS/OSAGE
 JE1253  USGS QUAD   -  MILLER (1971)
 JE1253
 JE1253                         *CURRENT SURVEY CONTROL
 JE1253  ___________________________________________________________________
 JE1253* NAD 83(1986)-  38 41 43.     (N)    095 52 46.     (W)     SCALED    
 JE1253* NAVD 88     -       366.904  (meters)    1203.75   (feet)  ADJUSTED  
 JE1253  ___________________________________________________________________
 JE1253  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JE1253  DYNAMIC HT  -         366.650 (meters)    1202.92  (feet)  COMP
 JE1253  MODELED GRAV-     979,924.9   (mgal)                       NAVD 88
 JE1253
 JE1253  VERT ORDER  -  SECOND    CLASS 0
 JE1253
 JE1253.The horizontal coordinates were scaled from a topographic map and have
 JE1253.an estimated accuracy of +/- 6 seconds.
 JE1253
 JE1253.The orthometric height was determined by differential leveling
 JE1253.and adjusted by the National Geodetic Survey in June 1991..
 JE1253
 JE1253.The geoid height was determined by GEOID03.
 JE1253
 JE1253.The dynamic height is computed by dividing the NAVD 88
 JE1253.geopotential number by the normal gravity value computed on the
 JE1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1253.degrees latitude (g = 980.6199 gals.).
 JE1253
 JE1253.The modeled gravity was interpolated from observed gravity values.
 JE1253
 JE1253;                    North         East    Units  Estimated Accuracy
 JE1253;SPC KS S     -   628,360.      627,960.      MT  (+/- 180 meters Scaled)
 JE1253
 JE1253                          SUPERSEDED SURVEY CONTROL
 JE1253
 JE1253  NGVD 29 (??/??/92)  366.765  (m)         1203.29   (f) ADJ UNCH    2 0
 JE1253
 JE1253.Superseded values are not recommended for survey control.
 JE1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1253.See file dsdata.txt to determine how the superseded data were derived.
 JE1253
 JE1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC495868(NAD 83)
 JE1253_MARKER: DR = REFERENCE MARK DISK
 JE1253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1253_SP_SET: CONCRETE BASE
 JE1253_STAMPING: GLOW NO 2 1960
 JE1253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1253
 JE1253  HISTORY     - Date     Condition        Report By
 JE1253  HISTORY     - 1960     MONUMENTED       CGS
 JE1253
 JE1253                          STATION DESCRIPTION
 JE1253
 JE1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1253'7 MI SW FROM BURLINGAME.
 JE1253'4.4 MILES SOUTH ALONG U.S. HIGHWAY 56 FROM THE JUNCTION OF U.S.
 JE1253'HIGHWAY 56 AND STATE HIGHWAY 31 AT BURLINGAME, THENCE 2.4 MILES
 JE1253'WEST ALONG DIRT ROAD, 4.6 FEET WEST OF THE SECURITY GATE,
 JE1253'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE NORTH LIGHT
 JE1253'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0684 ***********************************************************************
 JH0684  DESIGNATION -  GLUNT
 JH0684  PID         -  JH0684
 JH0684  STATE/COUNTY-  KS/HODGEMAN
 JH0684  USGS QUAD   -  HORSE THIEF CANYON SW (1974)
 JH0684
 JH0684                         *CURRENT SURVEY CONTROL
 JH0684  ___________________________________________________________________
 JH0684* NAD 83(1997)-  38 00 54.92763(N)    100 07 34.02299(W)     ADJUSTED  
 JH0684* NAVD 88     -       784.1    (meters)    2573.     (feet)  VERTCON   
 JH0684  ___________________________________________________________________
 JH0684  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 JH0684  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 JH0684
 JH0684  HORZ ORDER  -  SECOND
 JH0684  VERT ORDER  -  THIRD ? (See Below)
 JH0684
 JH0684.The horizontal coordinates were established by classical geodetic methods
 JH0684.and adjusted by the National Geodetic Survey in October 1998..
 JH0684
 JH0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0684.The vertical order pertains to the NGVD 29 superseded value.
 JH0684
 JH0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0684
 JH0684.The geoid height was determined by GEOID03.
 JH0684
 JH0684;                    North         East     Units Scale Factor Converg.
 JH0684;SPC KS S     -   550,918.598   257,219.878   MT  0.99993736   -0 59 57.5
 JH0684;UTM  14      - 4,208,106.214   401,148.828   MT  0.99972035   -0 41 37.0
 JH0684
 JH0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0684!SPC KS S     -   0.99988102  x   0.99993736  =   0.99981838
 JH0684!UTM  14      -   0.99988102  x   0.99972035  =   0.99960140
 JH0684
 JH0684:                Primary Azimuth Mark                     Grid Az
 JH0684:SPC KS S     -  LARKIN RESET                             008 09 52.4
 JH0684:UTM  14      -  LARKIN RESET                             007 51 31.9
 JH0684
 JH0684|---------------------------------------------------------------------|
 JH0684| PID    Reference Object                     Distance      Geod. Az  |
 JH0684|                                                           dddmmss.s |
 JH0684| JH0683 LARKIN RESET                        APPROX. 9.7 KM 0070954.9 |
 JH0684| CK9725 GLUNT RM 1                           29.084 METERS 11431     |
 JH0684| CK9726 GLUNT RM 2                           21.224 METERS 23619     |
 JH0684|---------------------------------------------------------------------|
 JH0684
 JH0684                          SUPERSEDED SURVEY CONTROL
 JH0684
 JH0684  NAD 83(1997)-  38 00 54.93446(N)    100 07 34.02235(W) AD(       ) 2
 JH0684  NAD 83(1986)-  38 00 54.93266(N)    100 07 34.02306(W) AD(       ) 2
 JH0684  NAD 27      -  38 00 54.86408(N)    100 07 32.53731(W) AD(       ) 2
 JH0684  NGVD 29 (07/19/86)  783.8    (m)         2572.     (f) LEVELING    3  
 JH0684
 JH0684.Superseded values are not recommended for survey control.
 JH0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0684.See file dsdata.txt to determine how the superseded data were derived.
 JH0684
 JH0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH0114908106(NAD 83)
 JH0684_MARKER: DS = TRIANGULATION STATION DISK
 JH0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0684
 JH0684  HISTORY     - Date     Condition        Report By
 JH0684  HISTORY     - 1964     MONUMENTED       CGS
 JH0684
 JH0684                          STATION DESCRIPTION
 JH0684
 JH0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0684'THE STATION IS 18-1/2 MILES NORTHWEST OF DODGE CITY, 13-1/2 MILES
 JH0684'SOUTHWEST OF JETMORE, 7 MILES NORTH OF THE FORD-HODGEMAN COUNTY
 JH0684'LINE, 5-1/2 MILES EAST OF THE FINNEY-HODGEMAN COUNTY LINE, IN THE
 JH0684'SOUTH 1/2 OF SECTION 25, T. 23 S., R. 26 W., IN A NORTH-SOUTH
 JH0684'1/2 SECTION LINE FENCE ON PROPERTY OWNED BY MR. ORAL GLUNT.
 JH0684'
 JH0684'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE OF
 JH0684'KALVESTA, GO EAST ON U.S. HIGHWAY 156 FOR 2.95 MILES TO A FORK.
 JH0684'KEEP THE LEFT FORK AND GO NORTHEAST AND EAST ON U.S. HIGHWAY 156 FOR
 JH0684'5.25 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED
 JH0684'ROAD FOR 3.9 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 JH0684'GRADED ROAD FOR 0.5 MILE TO AN ENTRANCE INTO A FIELD AND THE STATION
 JH0684'ON THE LEFT AS DESCRIBED IN A NORTH-SOUTH FENCE LINE.
 JH0684'
 JH0684'THE STATION MARKS ARE STANDARD DISKS STAMPED GLUNT 1964.  THE SURFACE
 JH0684'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS
 JH0684'SET FLUSH.  IT IS 68 FEET NORTH OF THE CENTER OF A GRADED ROAD, 16
 JH0684'FEET NORTH OF THE NORTH GATE POST OF A WIRE GATE, 2.4 FEET NORTH
 JH0684'OF A METAL WITNESS POST AND IS IN A NORTH-SOUTH FENCE LINE.  THE
 JH0684'UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 41 INCHES BELOW
 JH0684'THE SURFACE OF THE GROUND.
 JH0684'
 JH0684'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GLUNT NO 1 1964, IS
 JH0684'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS SET
 JH0684'FLUSH.  IT IS 59 FEET EAST OF THE EAST GATE POST OF A WIRE GATE, 29
 JH0684'FEET NORTH OF THE CENTER OF A GRADED ROAD AND IS IN AN EAST-WEST
 JH0684'FENCE LINE.
 JH0684'
 JH0684'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GLUNT NO 2 1964, IS SET
 JH0684'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS SET FLUSH.
 JH0684'IT IS 58 FEET WEST OF THE WEST GATE POST OF A WIRE GATE, 29 FEET
 JH0684'NORTH OF A GRADED ROAD AND IS SET IN AN EAST-WEST FENCE LINE.
 JH0684'
 JH0684'TRIANGULATION STATION LARKIN WAS USED FOR THE AZIMUTH MARK.
 JH0684'
 JH0684'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE
 JH0684'MARKS.
 JH0684'
 JH0684'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1429 ***********************************************************************
 HF1429  DESIGNATION -  GODDARD
 HF1429  PID         -  HF1429
 HF1429  STATE/COUNTY-  KS/SEDGWICK
 HF1429  USGS QUAD   -  GODDARD (1975)
 HF1429
 HF1429                         *CURRENT SURVEY CONTROL
 HF1429  ___________________________________________________________________
 HF1429* NAD 83(1997)-  37 39 58.88567(N)    097 34 49.52607(W)     ADJUSTED  
 HF1429* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 HF1429  ___________________________________________________________________
 HF1429  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HF1429  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 HF1429
 HF1429  HORZ ORDER  -  FIRST
 HF1429
 HF1429.The horizontal coordinates were established by classical geodetic methods
 HF1429.and adjusted by the National Geodetic Survey in October 1998..
 HF1429
 HF1429.The orthometric height was scaled from a topographic map.
 HF1429
 HF1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1429
 HF1429.The geoid height was determined by GEOID03.
 HF1429
 HF1429;                    North         East     Units Scale Factor Converg.
 HF1429;SPC KS S     -   511,350.241   481,127.447   MT  0.99994548   +0 33 54.4
 HF1429;UTM  14      - 4,169,745.573   625,200.811   MT  0.99979308   +0 52 03.2
 HF1429
 HF1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1429!SPC KS S     -   0.99993340  x   0.99994548  =   0.99987888
 HF1429!UTM  14      -   0.99993340  x   0.99979308  =   0.99972649
 HF1429
 HF1429|---------------------------------------------------------------------|
 HF1429| PID    Reference Object                     Distance      Geod. Az  |
 HF1429|                                                           dddmmss.s |
 HF1429| CL5274 GODDARD RM 1                         28.894 METERS 00419     |
 HF1429| CL5275 GODDARD RM 2                         32.248 METERS 17511     |
 HF1429| CL5272 GODDARD AZ MK                                      2511848.7 |
 HF1429| CL5273 GODDARD AZ MK RESET                                2511859.1 |
 HF1429| CL5276 GODDARD AZ MK RESET 2                              2513502.6 |
 HF1429| HF1440 GARDEN PLAIN ST ANTHONY CH          APPROX. 9.2 KM 2644811.7 |
 HF1429|---------------------------------------------------------------------|
 HF1429
 HF1429                          SUPERSEDED SURVEY CONTROL
 HF1429
 HF1429  NAD 83(1997)-  37 39 58.89294(N)    097 34 49.52394(W) AD(       ) 1
 HF1429  NAD 83(1986)-  37 39 58.89620(N)    097 34 49.52270(W) AD(       ) 1
 HF1429  NAD 27      -  37 39 58.84912(N)    097 34 48.34660(W) AD(       ) 1
 HF1429
 HF1429.Superseded values are not recommended for survey control.
 HF1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1429.See file dsdata.txt to determine how the superseded data were derived.
 HF1429
 HF1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2520169746(NAD 83)
 HF1429_MARKER: DS = TRIANGULATION STATION DISK
 HF1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1429
 HF1429  HISTORY     - Date     Condition        Report By
 HF1429  HISTORY     - 1940     MONUMENTED       CGS
 HF1429  HISTORY     - 1953     GOOD             CGS
 HF1429  HISTORY     - 1954     GOOD             CGS
 HF1429  HISTORY     - 1962     GOOD             CGS
 HF1429
 HF1429                          STATION DESCRIPTION
 HF1429
 HF1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1429'STATION IS LOCATED ABOUT 0.5 MILE NW OF GODDARD, IN THE SW 1/4
 HF1429'SECTION 30, T 27 S, R 2 W, ON LAND OCCUPIED BY MR. SHELLEY.
 HF1429'STATION MARK IS STAMPED GODDARD 1940 AND PROJECTS 8 INCHES.  IT
 HF1429'IS 10 FEET W OF A WHITE REFERENCE POST AND 12 FEET W OF A HEDGE
 HF1429'FENCE ROW.
 HF1429'
 HF1429'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1429'BRONZE DISKS SET IN A BLOCK OF CONCRETE.
 HF1429'
 HF1429'REFERENCE MARK NO. 1 IS STAMPED GODDARD NO. 1 1940 AND PROJECTS
 HF1429'6 INCHES.  IT IS 4 FEET W OF THE HEDGE FENCE ROW.
 HF1429'
 HF1429'REFERENCE MARK NO. 2 IS STAMPED GODDARD NO. 2 1940 AND PROJECTS
 HF1429'10 INCHES.  IT IS 3 FEET W OF THE HEDGE FENCE ROW.
 HF1429'
 HF1429'THE AZIMUTH MARK IS STAMPED GODDARD 1940 AND PROJECTS 4 INCHES.
 HF1429'IT IS 4 FEET W OF A WHITE REFERENCE POST, 1 FOOT N OF A FENCE,
 HF1429'4 FEET E OF A FENCE CORNER, 36 FEET N OF THE CENTER OF U.S.
 HF1429'HIGHWAY 54 AND 34 FEET E OF THE CENTER OF A GRAVEL ROAD.
 HF1429'
 HF1429'TO REACH THE STATION FROM THE J.A. MAXWELL SERVICE STATION IN
 HF1429'GODDARD, WHICH IS ON THE S SIDE OF U.S. HIGHWAY 54, GO W ON U.S.
 HF1429'HIGHWAY 54 FOR 0.3 MILE TO A FARM LANE TO THE RIGHT, FROM THIS
 HF1429'POINT CONTINUE W ON U.S. HIGHWAY 54 FOR 0.5 MILE TO THE AZIMUTH
 HF1429'MARK ON THE RIGHT, (N) SIDE OF THE HIGHWAY, TURN RIGHT INTO
 HF1429'FARMYARD, PASSING THROUGH BARNYARD AND GO 0.15 MILE NE ACROSS
 HF1429'PASTURE TO STATION IN HEDGE FENCE ROW.
 HF1429'
 HF1429'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HF1429
 HF1429                          STATION RECOVERY (1953)
 HF1429
 HF1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GCM)
 HF1429'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND IN
 HF1429'GOOD CONDITION.  NEW ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 HF1429'MARK.  IT WAS RELOCATED AT THE REQUEST OF THE KANSAS STATE
 HF1429'HIGHWAY DEPARTMENT.  THERE ARE SOME REFERENCE CHANGES IN THE
 HF1429'DESCRIPTION.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 HF1429'
 HF1429'STATION IS LOCATED ABOUT 1/2 MI. NW OF THE SMALL TOWN OF GODDARD,
 HF1429'IN THE SW 1/4 OF SECTION 30, T 27 S, R 2 W, ON LAND OWNED AND
 HF1429'OCCUPIED BY MR. ROBERT L. WHITE, ABOUT 250 YARDS NE OF HIS HOUSE,
 HF1429'12 FT. W OF A HEDGEROW, AND 9 FT. W OF A WITNESS POST AT THE E
 HF1429'EDGE OF A CULTIVATED FIELD.  THE SURFACE STATION MARK IS A
 HF1429'STANDARD STATION DISK, STAMPED GODDARD 1940 AND SET IN THE TOP
 HF1429'OF A CONCRETE POST PROJECTING 2 IN. ABOVE GROUND.
 HF1429'
 HF1429'THE UNDERGROUND STATION MARK IS A STANDARD DISK SET IN THE TOP
 HF1429'OF A CONCRETE POST.
 HF1429'
 HF1429'REFERENCE MARK 1 IS 4 FT. W OF THE HEDGEROW.  IT IS A STANDARD
 HF1429'REFERENCE-MARK DISK, STAMPED GODDARD NO 1 1940 AND SET IN THE
 HF1429'TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF GROUND.
 HF1429'
 HF1429'REFERENCE MARK 2 IS 3 FT. W OF THE HEDGEROW.  IT IS A STANDARD
 HF1429'REFERENCE-MARK DISK, STAMPED GODDARD NO 2 1940 AND SET IN THE
 HF1429'TOP OF A CONCRETE POST, FLUSH WITH THE SURFACE OF GROUND.
 HF1429'
 HF1429'AZIMUTH MARK (RESET) IS ON LINE WITH THE POWER POLES ON THE N SIDE
 HF1429'OF HIGHWAY, 176 FT. W OF A POWER POLE, 131 FT. E OF A POWER POLE,
 HF1429'102 FT. E OF THE CENTER OF THE GRAVEL ROAD, AND 59 FT. N OF THE
 HF1429'CENTER OF U.S. HIGHWAY 54.  THERE IS A CREOSOTE FENCE POST,
 HF1429'PROJECTING 3.5 FT., AT THE SE CORNER OF THE MARK.  IT IS A
 HF1429'STANDARD AZIMUTH-MARK DISK, STAMPED GODDARD 1940 RESET 1953 AND
 HF1429'SET IN THE TOP OF A 12-IN. CYLINDER FLUSH WITH THE SURFACE OF
 HF1429'GROUND.
 HF1429'
 HF1429'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THE SMALL TOWN
 HF1429'OF GODDARD, GO N ON THE MAIN STREET FOR 0.5 MI. TO U.S. HIGHWAY
 HF1429'54.  TURN LEFT AND GO W ON U.S. HIGHWAY 54 FOR 0.4 MI. TO A FARM
 HF1429'ENTRANCE ON THE RIGHT.  (CONTINUE W ON U.S. HIGHWAY 54 FOR 0.4
 HF1429'MI. TO THE AZIMUTH MARK ON THE RIGHT).  TURN RIGHT (N) INTO
 HF1429'ROBT. L. WHITES FARM RESIDENCE.  THE STATION IS ABOUT 250 YDS.
 HF1429'NE ACROSS A CULTIVATED FIELD AS DESCRIBED.
 HF1429'
 HF1429'NOTE-- THE NEW AZIMUTH MARK WAS SET ON LINE FROM THE OLD AZIMUTH
 HF1429'MARK TOWARD THE STATION MARK.
 HF1429
 HF1429                          STATION RECOVERY (1954)
 HF1429
 HF1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 HF1429'THE DESCRIPTION IS ADEQUATE.  ALL MARKS WERE RECOVERED IN GOOD
 HF1429'CONDITION.
 HF1429
 HF1429                          STATION RECOVERY (1962)
 HF1429
 HF1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 HF1429'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND AS
 HF1429'DESCRIBED AND IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG U.S.
 HF1429'HIGHWAY 54 WILL DESTROY THE AZIMUTH MARK, SO IT WAS RESET.  THE
 HF1429'DESCRIPTION BY GCM IN 1953 IS ADEQUATE, SO A SHORT DESCRIPTION
 HF1429'OF THE RESET AZIMUTH MARK FOLLOWS.  STATION IS LOCATED ON LAND
 HF1429'OWNED BY ROBERT WHITE AND THE STATION MARK IS 1 FOOT EAST OF
 HF1429'A NEW STEEL WITNESS POST.
 HF1429'
 HF1429'AZIMUTH MARK RESET IS 0.6 MILE WEST-SOUTHWEST OF THE STATION,
 HF1429'294 FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 60
 HF1429'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 54, 3 FEET EAST OF A
 HF1429'POWER POLE, 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND
 HF1429'1 FOOT NORTHWEST OF A STEEL WITNESS POST.  THE MARK PROJECTS
 HF1429'6 INCHES AND THE DISK IS STAMPED GODDARD 1940 RESET 1962.
 HF1429'
 HF1429'TO REACH THE AZIMUTH MARK FROM THE RAILROAD DEPOT IN THE SMALL
 HF1429'TOWN OF GODDARD, GO NORTH ON MAIN STREET FOR 0.5 MILE TO U.S.
 HF1429'HIGHWAY 54.  TURN LEFT AND GO WEST FOR 1.0 MILE TO GRAVEL
 HF1429'CROSSROADS.  CONTINUE WEST ON U.S. HIGHWAY 54 FOR 0.05 MILE
 HF1429'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HF1429'
 HF1429'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1447 ***********************************************************************
 HF1447  DESIGNATION -  GODDARD MUNICIPAL TANK
 HF1447  PID         -  HF1447
 HF1447  STATE/COUNTY-  KS/SEDGWICK
 HF1447  USGS QUAD   -  CHENEY (1982)
 HF1447
 HF1447                         *CURRENT SURVEY CONTROL
 HF1447  ___________________________________________________________________
 HF1447* NAD 83(1997)-  37 40 25.47793(N)    097 48 21.13763(W)     ADJUSTED  
 HF1447* NAVD 88     -                                                        
 HF1447  ___________________________________________________________________
 HF1447  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 HF1447  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HF1447
 HF1447  HORZ ORDER  -  THIRD
 HF1447
 HF1447.The horizontal coordinates were established by classical geodetic methods
 HF1447.and adjusted by the National Geodetic Survey in October 1998..
 HF1447
 HF1447
 HF1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1447
 HF1447.The geoid height was determined by GEOID03.
 HF1447
 HF1447;                    North         East     Units Scale Factor Converg.
 HF1447;SPC KS S     -   511,997.906   461,232.179   MT  0.99994493   +0 25 35.6
 HF1447;UTM  14      - 4,170,287.956   605,306.004   MT  0.99973659   +0 43 47.6
 HF1447
 HF1447                          SUPERSEDED SURVEY CONTROL
 HF1447
 HF1447  NAD 83(1997)-  37 40 25.48497(N)    097 48 21.13809(W) AD(       ) 4
 HF1447  NAD 83(1986)-  37 40 25.48711(N)    097 48 21.13556(W) AD(       ) 4
 HF1447  NAD 27      -  37 40 25.43650(N)    097 48 19.95146(W) AD(       ) 3
 HF1447
 HF1447.Superseded values are not recommended for survey control.
 HF1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1447.See file dsdata.txt to determine how the superseded data were derived.
 HF1447
 HF1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0530670288(NAD 83)
 HF1447_MARKER: 51 = TANK
 HF1447
 HF1447  HISTORY     - Date     Condition        Report By
 HF1447  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1447
 HF1447                          STATION DESCRIPTION
 HF1447
 HF1447'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1271 ***********************************************************************
 KE1271  DESIGNATION -  GOFF MUNICIPAL TANK
 KE1271  PID         -  KE1271
 KE1271  STATE/COUNTY-  KS/NEMAHA
 KE1271  USGS QUAD   -  GOFF (1961)
 KE1271
 KE1271                         *CURRENT SURVEY CONTROL
 KE1271  ___________________________________________________________________
 KE1271* NAD 83(1997)-  39 39 59.79251(N)    095 55 51.90899(W)     ADJUSTED  
 KE1271* NAVD 88     -                                                        
 KE1271  ___________________________________________________________________
 KE1271  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 KE1271  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 KE1271
 KE1271  HORZ ORDER  -  THIRD
 KE1271
 KE1271.The horizontal coordinates were established by classical geodetic methods
 KE1271.and adjusted by the National Geodetic Survey in October 1998..
 KE1271
 KE1271
 KE1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1271
 KE1271.The geoid height was determined by GEOID03.
 KE1271
 KE1271;                    North         East     Units Scale Factor Converg.
 KE1271;SPC KS N     -   150,040.464   577,510.327   MT  0.99998315   +1 18 32.5
 KE1271;UTM  15      - 4,394,862.284   248,570.354   MT  1.00037837   -1 52 19.0
 KE1271;UTM  14      - 4,395,257.868   763,254.677   MT  1.00045332   +1 57 36.3
 KE1271
 KE1271                          SUPERSEDED SURVEY CONTROL
 KE1271
 KE1271  NAD 83(1997)-  39 39 59.79670(N)    095 55 51.90970(W) AD(       ) 4
 KE1271  NAD 83(1986)-  39 39 59.79904(N)    095 55 51.90526(W) AD(       ) 4
 KE1271  NAD 27      -  39 39 59.81000(N)    095 55 50.95000(W) AD(       ) 3
 KE1271
 KE1271.Superseded values are not recommended for survey control.
 KE1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1271.See file dsdata.txt to determine how the superseded data were derived.
 KE1271
 KE1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD4857094862(NAD 83)
 KE1271_MARKER: 51 = TANK
 KE1271
 KE1271  HISTORY     - Date     Condition        Report By
 KE1271  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1271  HISTORY     - 20050624 GOOD             GEOCAC
 KE1271
 KE1271                          STATION DESCRIPTION
 KE1271
 KE1271'DESCRIBED BY GEOCACHING 2005 (RCF)
 KE1271'PRESUMED TO BE THE STEEL TANK SUPPORTED BY 4 TRUSS LEGS. TANK IS
 KE1271'PAINTED SILVER, WITH GOFF IN BLACK LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0864 ***********************************************************************
 KE0864  DESIGNATION -  GOLDEN
 KE0864  PID         -  KE0864
 KE0864  STATE/COUNTY-  KS/SHAWNEE
 KE0864  USGS QUAD   -  TOPEKA (1983)
 KE0864
 KE0864                         *CURRENT SURVEY CONTROL
 KE0864  ___________________________________________________________________
 KE0864* NAD 83(1997)-  39 02 03.95428(N)    095 38 38.49895(W)     ADJUSTED  
 KE0864* NAVD 88     -       300.276  (meters)     985.16   (feet)  ADJUSTED  
 KE0864  ___________________________________________________________________
 KE0864  X           -    -487,915.349 (meters)                     COMP
 KE0864  Y           -  -4,937,078.844 (meters)                     COMP
 KE0864  Z           -   3,995,456.297 (meters)                     COMP
 KE0864  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 KE0864  ELLIP HEIGHT-         268.95  (meters)          (08/05/04) GPS OBS
 KE0864  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KE0864  DYNAMIC HT  -         300.080 (meters)     984.51  (feet)  COMP
 KE0864  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 KE0864
 KE0864  HORZ ORDER  -  FIRST
 KE0864  VERT ORDER  -  FIRST     CLASS II
 KE0864  ELLP ORDER  -  FOURTH    CLASS I
 KE0864
 KE0864.The horizontal coordinates were established by GPS observations
 KE0864.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 KE0864
 KE0864.The orthometric height was determined by differential leveling
 KE0864.and adjusted by the National Geodetic Survey in June 1991..
 KE0864.WARNING-Repeat measurements at this control monument indicate possible
 KE0864.vertical movement.
 KE0864
 KE0864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE0864
 KE0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0864
 KE0864.The ellipsoidal height was determined by GPS observations
 KE0864.and is referenced to NAD 83.
 KE0864
 KE0864.The geoid height was determined by GEOID03.
 KE0864
 KE0864.The dynamic height is computed by dividing the NAVD 88
 KE0864.geopotential number by the normal gravity value computed on the
 KE0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0864.degrees latitude (g = 980.6199 gals.).
 KE0864
 KE0864.The modeled gravity was interpolated from observed gravity values.
 KE0864
 KE0864;                    North         East     Units Scale Factor Converg.
 KE0864;SPC KS N     -    80,482.814   603,960.107   MT  0.99996394   +1 29 26.4
 KE0864;UTM  15      - 4,323,924.445   271,143.060   MT  1.00024497   -1 39 57.2
 KE0864
 KE0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0864!SPC KS N     -   0.99995780  x   0.99996394  =   0.99992175
 KE0864!UTM  15      -   0.99995780  x   1.00024497  =   1.00020276
 KE0864
 KE0864:                Primary Azimuth Mark                     Grid Az
 KE0864:SPC KS N     -  CROCO RESET                              097 51 24.1
 KE0864:UTM  15      -  CROCO RESET                              101 00 47.7
 KE0864
 KE0864|---------------------------------------------------------------------|
 KE0864| PID    Reference Object                     Distance      Geod. Az  |
 KE0864|                                                           dddmmss.s |
 KE0864| KE1751 CROCO RESET                         APPROX. 2.6 KM 0992050.5 |
 KE0864| KE0863 GOLDEN RM 1                          10.204 METERS 18149     |
 KE0864| KE0865 GOLDEN RM 2                          10.265 METERS 27148     |
 KE0864|---------------------------------------------------------------------|
 KE0864
 KE0864                          SUPERSEDED SURVEY CONTROL
 KE0864
 KE0864  NAD 83(1997)-  39 02 03.95489(N)    095 38 38.49662(W) AD(       ) 2
 KE0864  NAD 83(1986)-  39 02 03.96147(N)    095 38 38.49297(W) AD(       ) 2
 KE0864  NAD 27      -  39 02 03.95760(N)    095 38 37.56307(W) AD(       ) 2
 KE0864  NAVD 88 (08/05/04)  300.28   (m)          985.2    (f) LEVELING    3  
 KE0864  NGVD 29 (??/??/92)  300.156  (m)          984.76   (f) ADJ UNCH    1 2
 KE0864
 KE0864.Superseded values are not recommended for survey control.
 KE0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0864.See file dsdata.txt to determine how the superseded data were derived.
 KE0864
 KE0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD7114323924(NAD 83)
 KE0864_MARKER: DE = TRAVERSE STATION DISK
 KE0864_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KE0864_SP_SET: SIDEWALK ON OVERPASS
 KE0864_STAMPING: GOLDEN 1970
 KE0864_MARK LOGO: NGS   
 KE0864_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0864+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 KE0864
 KE0864  HISTORY     - Date     Condition        Report By
 KE0864  HISTORY     - 1970     MONUMENTED       NGS
 KE0864  HISTORY     - 1970     GOOD             NGS
 KE0864  HISTORY     - 1986     GOOD             NGS
 KE0864  HISTORY     - 19860621 GOOD             NGS
 KE0864  HISTORY     - 20040610 GOOD             MSAM
 KE0864
 KE0864                          STATION DESCRIPTION
 KE0864
 KE0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KE0864'THE STATION IS LOCATED IN THE EAST EDGE OF TOPEKA, APPROXIMATELY
 KE0864'2 MILES SOUTHEAST OF THE STATE CAPITOL BUILDING IN TOPEKA,
 KE0864'ON THE EAST SIDE OF THE CONCRETE OVERPASS OF GOLDEN AVENUE WHICH
 KE0864'CARRIES TRAFFIC ACROSS INTERSTATE HIGHWAY 70, IN THE SOUTHWEST 1/4
 KE0864'SECTION 4, T12S, R16E.
 KE0864'
 KE0864'TO REACH THE STATION FROM THE CALIFORNIA AVENUE EXIT OFF
 KE0864'INTERSTATE HIGHWAY 70, IN EAST TOPEKA, GO NORTH ON CALIFORNIA
 KE0864'AVENUE FOR 0.2 MILE TO 11TH STREET ON THE RIGHT, TURN RIGHT AND
 KE0864'GO EAST ON 11TH STREET FOR 0.35 MILE TO A T-ROAD, TURN RIGHT
 KE0864'AND GO SOUTH ON GOLDEN AVENUE FOR 0.1 MILE TO THE CENTER OF THE
 KE0864'OVERPASS AND THE STATION ON THE LEFT.
 KE0864'
 KE0864'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED GOLDEN 1970,
 KE0864'CEMENTED IN A DRILL HOLE IN THE EAST SIDE OF THE OVERPASS AND IN
 KE0864'THE CENTER OF THE WALKWAY.  IT IS 2.0 FEET EAST OF THE WEST EDGE
 KE0864'OF THE CONCRETE WALKWAY, 17 FEET EAST OF THE CENTER OF THE ROAD
 KE0864'AND 2.1 FEET WEST OF THE EAST EDGE OF THE CONCRETE, FLUSH WITH
 KE0864'THE SURFACE OF THE CONCRETE.
 KE0864'
 KE0864'REFERENCE MARK 1, A STANDARD DISK STAMPED GOLDEN NO 1 1970, IS
 KE0864'CEMENTED IN A DRILL HOLE INTHE EAST SIDE OF THE OVERPASS, AND
 KE0864'IN THE WEST EDGE OF THE WALKWAY.  IT IS 16 FEET EAST OF THE
 KE0864'CENTER OF THE ROAD, 1.7 FEET EAST OF THE WEST EDGE OF THE
 KE0864'WALKWAY, AND FLUSH WITH THE SURFACE OF THE CONCRETE.
 KE0864'
 KE0864'REFERENCE MARK 2, A STANDARD DISK STAMPED GOLDEN NO 2 1970, IS
 KE0864'CEMENTED IN A DRILL HOLE AND FLUSH WITH THE SURFACE OF THE
 KE0864'CONCRETE.  IT IS IN THE WEST WALKWAY OF THE OVERPASS, 16 FEET
 KE0864'WEST OF THE CENTER OF THE ROAD, 3.6 FEET EAST OF THE WEST EDGE
 KE0864'OF THE CONCRETE WALKWAY AND 0.5 FEET WEST OF THE EAST EDGE OF THE
 KE0864'CONCRETE WALKWAY.
 KE0864
 KE0864                          STATION RECOVERY (1970)
 KE0864
 KE0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KE0864'1.8 MI E FROM TOPEKA.
 KE0864'ABOUT 1.85 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0864'UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, SET IN THE TOP OF THE
 KE0864'PEDESTRIAN WALK ALONG THE EAST SIDE OF THE GOLDEN AVENUE OVERPASS
 KE0864'FOR THE HIGHWAY, DIRECTLY ABOVE THE MEDIAN OF THE HIGHWAY, 2.2
 KE0864'FEET WEST OF THE WEST FACE OF THE CONCRETE GUARDRAIL ON THE
 KE0864'OVERPASS, 103.7 FEET SOUTH OF THE NORTH END OF THE OVERPASS,
 KE0864'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE.  SECTION 4, T 12S,
 KE0864'R 16E
 KE0864
 KE0864                          STATION RECOVERY (1986)
 KE0864
 KE0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0864'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN TOPEKA, AT
 KE0864'THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND GOLDEN AVENUE.
 KE0864
 KE0864                          STATION RECOVERY (1986)
 KE0864
 KE0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 KE0864'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 KE0864'ALTHOUGH THE GROUT AROUND THE STATION DISK RIM WAS MISSING.  REFERENCE
 KE0864'MARK 1 HAD THE DISK MISSING BUT THE STEM REMAINED.  NEW GROUT WAS
 KE0864'PLACED AROUND THE STATION DISK RIM AND THE OLD STEM FOR REFERENCE MARK
 KE0864'1 WAS REMOVED AND REFERENCE MARK 3 WAS THEN SET INTO THE DRILLED HOLE.
 KE0864'THE DISTANCE AND DIRECTION TO THE NEW REFERENCE MARK 3 AGREED WITH
 KE0864'1970 DATA FOR REFERENCE MARK 1.  THE DISTANCE AND DIRECTION TO
 KE0864'REFERENCE MARK 2 AGREED WITH 1970 DATA.  THE ANGLE AND DISTANCE
 KE0864'BETWEEN REFERENCE MARK 2 AND 3 AGREED WITH 1970 DATA BETWEEN REFERENCE
 KE0864'MARKS 1 AND 2.  ALL MARKS WERE BENCH MARKS ALSO, SO A LEVEL TIE WAS
 KE0864'MADE BETWEEN THE STATION AND RM 2, WHICH AGREED, AND THEN TO RM 3.  RM
 KE0864'3 ELEVATION IS 1 MILLIMETER HIGHER THAN RM 1 WAS.  STATION CROCO,
 KE0864'WHICH SERVED AS THE AZIMUTH MARK, WAS FOUND DESTROYED BUT WAS
 KE0864'REPAIRED.  DUE TO HAVING TO CLOSE 1 LANE OF TRAFFIC TO HAVE A TRIPOD
 KE0864'OVER STATION CROCO, IT WAS NOT RE-TIED THIS DATE, FROM GOLDEN.  THE
 KE0864'ORIGINAL DESCRIPTION IS ADEQUATE FOR REACHING BOTH STATION CROCO 1970
 KE0864'AND GOLDEN 1970.  THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) EAST
 KE0864'OF DOWNTOWN TOPEKA AND ON THE GOLDEN AVENUE OVERPASS BRIDGE OVER
 KE0864'INTERSTATE HIGHWAY 70, IN THE SW1/4, SEC4, T12S, R16E.
 KE0864'OWNERSHIP--KANSAS DEPARTMENT OF TRANSPORTATION, STATE OFFICE BUILDING,
 KE0864'TOPEKA, KANSAS.  TO REACH THE STATION FROM THE CALIFORNIA AVENUE EXIT,
 KE0864'ON INTERSTATE HIGHWAY 70, GO NORTH ON CALIFORNIA AVENUE FOR 0.32 KM
 KE0864'(0.20 MI) TO 11TH STREET.  TURN RIGHT AND GO EAST ON 11TH STREET FOR
 KE0864'0.56 KM (0.35 MI) TO GOLDEN AVENUE.  TURN RIGHT AND GO SOUTH ON GOLDEN
 KE0864'AVENUE FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT IN THE CENTER
 KE0864'OF THE WALKWAY ON THE EAST SIDE OF THE OVERPASS BRIDGE.  THE STATION
 KE0864'IS A STANDARD CGS DISK STAMPED---GOLDEN 1970---, CEMENTED INTO A
 KE0864'DRILLED HOLE IN THE CONCRETE WALKWAY.  THE STATION IS LOCATED 31.61
 KE0864'METERS (103.71 FT) SOUTH FROM THE NORTH END OF THE OVERPASS, 0.68
 KE0864'METERS (2.23 FT) WEST FROM THE WEST FACE OF THE EAST GUARD RAIL OF THE
 KE0864'OVERPASS.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--GOLDEN
 KE0864'NO 2 1970---, CEMENTED INTO A DRILLED HOLE IN THE WEST WALKWAY OF THE
 KE0864'OVERPASS.  THE STATION IS LOCATED 31.61 METERS (103.71 FT) SOUTH FROM
 KE0864'THE NORTH END OF THE OVERPASS, 1.10 METERS (3.61 FT) EAST FROM THE
 KE0864'WEST EDGE OF THE WALKWAY, AND 0 METERS (0.0 FT) LOWER THAN THE
 KE0864'STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---GOLDEN
 KE0864'1970 NO 3 1986---, CEMENTED INTO A DRILLED HOLE IN THE EAST WALKWAY OF
 KE0864'THE OVERPASS.  THE STATION IS LOCATED 21.3 METERS (69.9 FT) NORTH FROM
 KE0864'THE SOUTH END OF THE OVERPASS, 0.52 METERS (1.71 FT) WEST FROM THE
 KE0864'EAST EDGE OF THE WALKWAY, AND 0 METERS (0.0 FT) LEVEL THAN THE
 KE0864'STATION.
 KE0864
 KE0864                          STATION RECOVERY (2004)
 KE0864
 KE0864'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 KE0864'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 KE0864'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0636 ***********************************************************************
 KH0636  DESIGNATION -  GOLDEN
 KH0636  PID         -  KH0636
 KH0636  STATE/COUNTY-  KS/CHEYENNE
 KH0636  USGS QUAD   -  MC DONALD SW (1978)
 KH0636
 KH0636                         *CURRENT SURVEY CONTROL
 KH0636  ___________________________________________________________________
 KH0636* NAD 83(1997)-  39 46 15.66477(N)    101 26 18.71193(W)     ADJUSTED  
 KH0636* NAVD 88     -      1036.     (meters)    3399.     (feet)  SCALED    
 KH0636  ___________________________________________________________________
 KH0636  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 KH0636  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 KH0636
 KH0636  HORZ ORDER  -  THIRD
 KH0636
 KH0636.The horizontal coordinates were established by classical geodetic methods
 KH0636.and adjusted by the National Geodetic Survey in October 1998..
 KH0636
 KH0636.The orthometric height was scaled from a topographic map.
 KH0636
 KH0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0636
 KH0636.The geoid height was determined by GEOID03.
 KH0636
 KH0636;                    North         East     Units Scale Factor Converg.
 KH0636;SPC KS N     -   165,197.602   105,463.504   MT  0.99999803   -2 10 32.2
 KH0636;UTM  14      - 4,405,187.161   291,142.532   MT  1.00013707   -1 33 38.0
 KH0636
 KH0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0636!SPC KS N     -   0.99984113  x   0.99999803  =   0.99983916
 KH0636!UTM  14      -   0.99984113  x   1.00013707  =   0.99997818
 KH0636
 KH0636:                Primary Azimuth Mark                     Grid Az
 KH0636:SPC KS N     -  K 96                                     078 06 27.2
 KH0636:UTM  14      -  K 96                                     077 29 33.0
 KH0636
 KH0636|---------------------------------------------------------------------|
 KH0636| PID    Reference Object                     Distance      Geod. Az  |
 KH0636|                                                           dddmmss.s |
 KH0636| CP8114 K 96                                               0755555.0 |
 KH0636| CP8115 GOLDEN RM 1                          13.029 METERS 07829     |
 KH0636| CP8116 GOLDEN RM 2                          10.510 METERS 17250     |
 KH0636| KH0709 BIRD CITY MUNICIPAL TANK            APPROX. 8.6 KM 2511132.8 |
 KH0636|---------------------------------------------------------------------|
 KH0636
 KH0636                          SUPERSEDED SURVEY CONTROL
 KH0636
 KH0636  NAD 83(1997)-  39 46 15.66479(N)    101 26 18.71251(W) AD(       ) 3
 KH0636  NAD 83(1986)-  39 46 15.66481(N)    101 26 18.71339(W) AD(       ) 3
 KH0636  NAD 27      -  39 46 15.68100(N)    101 26 17.12100(W) AD(       ) 3
 KH0636
 KH0636.Superseded values are not recommended for survey control.
 KH0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0636.See file dsdata.txt to determine how the superseded data were derived.
 KH0636
 KH0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK9114305187(NAD 83)
 KH0636_MARKER: DS = TRIANGULATION STATION DISK
 KH0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0636
 KH0636  HISTORY     - Date     Condition        Report By
 KH0636  HISTORY     - 1951     MONUMENTED       CGS
 KH0636  HISTORY     - 1959     GOOD             CGS
 KH0636
 KH0636                          STATION DESCRIPTION
 KH0636
 KH0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0636'THE STATION IS LOCATED ABOUT 5.0 MILES EAST-NORTHEAST OF BIRD
 KH0636'CITY AND ABOUT 3.5 MILES WEST-SOUTHWEST OF MC DONALD ON THE ROAD
 KH0636'RIGHT-OF-WAY, 78 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 36
 KH0636'AND 42 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACK.  IT IS
 KH0636'STAMPED GOLDEN 1951 AND IS FLUSH WITH THE GROUND SURFACE.
 KH0636'
 KH0636'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 78 FEET NORTH
 KH0636'OF THE CENTER OF U.S. HIGHWAY 36, 42 FEET SOUTH OF THE SOUTH
 KH0636'RAIL OF RAILROAD TRACK AND 5 FEET SOUTH OF A TELEPHONE POLE.
 KH0636'IT IS STAMPED GOLDEN NO 1 1951 AND IS FLUSH WITH THE GROUND
 KH0636'SURFACE.
 KH0636'
 KH0636'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 44 FEET NORTH OF
 KH0636'THE CENTER OF U.S. HIGHWAY 36.  IT IS STAMPED GOLDEN NO 2 1951
 KH0636'AND IS FLUSH WITH THE GROUND SURFACE.
 KH0636'
 KH0636'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 56.91 FEET.
 KH0636'
 KH0636'BENCH MARK K 96 WAS USED FOR AN AZIMUTH MARK.  IT IS ON THE
 KH0636'ROAD RIGHT-OF-WAY, 40 FEET NORTH OF THE NORTH RAIL OF RAILROAD
 KH0636'TRACK, 25 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 7 FEET
 KH0636'EAST OF A FENCE CORNER AND 1 FOOT WEST OF A WITNESS POST.  IT
 KH0636'IS A STANDARD BRONZE DISK SET IN TOP OF AN 8 INCH SQUARE
 KH0636'CONCRETE POST, PROJECTING 8 INCHES AND IS STAMPED K 96 1935.
 KH0636'
 KH0636'TO REACH THE STATION FROM THE POST OFFICE IN BIRD CITY, GO NORTH
 KH0636'FOR 0.4 MILE TO U.S. HIGHWAY 36, TURN RIGHT AND GO EAST ON
 KH0636'U.S. HIGHWAY 36 FOR 5.15 MILES TO STATION ON LEFT AS DESCRIBED.
 KH0636'(CONTINUE EAST FOR 0.5 MILE TO A CROSSROAD, TURN LEFT AND GO
 KH0636'NORTH FOR 0.05 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.)
 KH0636
 KH0636                          STATION RECOVERY (1959)
 KH0636
 KH0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KH0636'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KH0636'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH
 KH0636'HAD BEEN HIT BY ROAD MACHINERY.  IT WAS REPAIRED AND STRAIGHTENED
 KH0636'IN ITS ORIGINAL POSITION AT THE SAME DISTANCE FROM THE STATION.
 KH0636'THIS REFERENCE MARK IS AT THE TOP EDGE OF THE BACK SLOPE FOR THE
 KH0636'NORTH DITCH ALONG U.S. HIGHWAY 36.  IT PROJECTS 1 INCH.  THE
 KH0636'ORIGINAL DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0689 ***********************************************************************
 KH0689  DESIGNATION -  GOLDEN
 KH0689  PID         -  KH0689
 KH0689  STATE/COUNTY-  KS/SHERMAN
 KH0689  USGS QUAD   -  HORSETHIEF DRAW NW (1979)
 KH0689
 KH0689                         *CURRENT SURVEY CONTROL
 KH0689  ___________________________________________________________________
 KH0689* NAD 83(1997)-  39 08 10.08786(N)    101 57 05.25344(W)     ADJUSTED  
 KH0689* NAVD 88     -      1199.89   (+/-2cm)    3936.6    (feet)  VERTCON   
 KH0689  ___________________________________________________________________
 KH0689  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 KH0689  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 KH0689
 KH0689  HORZ ORDER  -  FIRST
 KH0689  VERT ORDER  -  THIRD ? (See Below)
 KH0689
 KH0689.The horizontal coordinates were established by classical geodetic methods
 KH0689.and adjusted by the National Geodetic Survey in October 1998..
 KH0689
 KH0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0689.The vertical order pertains to the NGVD 29 superseded value.
 KH0689
 KH0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0689
 KH0689.The geoid height was determined by GEOID03.
 KH0689
 KH0689;                    North         East     Units Scale Factor Converg.
 KH0689;SPC KS N     -    96,572.337    58,478.664   MT  0.99995884   -2 30 00.5
 KH0689;SPC CO C     -   455,412.116 1,221,111.613   MT  0.99993610   +2 14 16.9
 KH0689;SPC CO C     - 1,494,131.25  4,006,263.68   sFT  0.99993610   +2 14 16.9
 KH0689;UTM  14      - 4,336,033.013   244,895.261   MT  1.00040139   -1 51 49.9
 KH0689;UTM  13      - 4,336,310.628   763,497.417   MT  1.00045500   +1 55 30.9
 KH0689
 KH0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0689!SPC KS N     -   0.99981548  x   0.99995884  =   0.99977433
 KH0689!SPC CO C     -   0.99981548  x   0.99993610  =   0.99975159
 KH0689!UTM  14      -   0.99981548  x   1.00040139  =   1.00021680
 KH0689!UTM  13      -   0.99981548  x   1.00045500  =   1.00027040
 KH0689
 KH0689|---------------------------------------------------------------------|
 KH0689| PID    Reference Object                     Distance      Geod. Az  |
 KH0689|                                                           dddmmss.s |
 KH0689| CP8112 GOLDEN RM 1                          98.033 METERS 03641     |
 KH0689| CP8111 GOLDEN AZ MK                                       1694250.1 |
 KH0689| KH0690 ET 9 GT                             APPROX. 4.0 KM 2652859.4 |
 KH0689| CP8113 GOLDEN RM 2                         155.436 METERS 27635     |
 KH0689| KJ0411 KANORADO MUNICIPAL TANK             APPROX.23.6 KM 3412033.4 |
 KH0689|---------------------------------------------------------------------|
 KH0689
 KH0689                          SUPERSEDED SURVEY CONTROL
 KH0689
 KH0689  NAD 83(1997)-  39 08 10.08798(N)    101 57 05.25280(W) AD(       ) 1
 KH0689  NAD 83(1986)-  39 08 10.08757(N)    101 57 05.25241(W) AD(       ) 1
 KH0689  NAD 27      -  39 08 10.07700(N)    101 57 03.61300(W) AD(       ) 1
 KH0689  NGVD 29 (07/19/86) 1199.41   (m)         3935.1    (f) LEVELING    3  
 KH0689
 KH0689.Superseded values are not recommended for survey control.
 KH0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0689.See file dsdata.txt to determine how the superseded data were derived.
 KH0689
 KH0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ4489536033(NAD 83)
 KH0689_MARKER: DS = TRIANGULATION STATION DISK
 KH0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0689+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2005
 KH0689
 KH0689  HISTORY     - Date     Condition        Report By
 KH0689  HISTORY     - 1933     MONUMENTED       CGS
 KH0689  HISTORY     - 1969     GOOD             CGS
 KH0689  HISTORY     - 20050617 GOOD             GEOCAC
 KH0689
 KH0689                          STATION DESCRIPTION
 KH0689
 KH0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 KH0689'STATION IS ABOUT 19 MILES SW OF GOODLAND AND 15 MILES SSE
 KH0689'OF KANORADO, NEAR SE CORNER, SEC. 36, T 10 S, R 42 W, ON
 KH0689'LAND OWNED BY THE GOLDEN ESTATE OF GOODLAND.
 KH0689'
 KH0689'STATION IS ON ROUND TOPPED KNOLL, 0.2 MILE NNW OF SE CORNER
 KH0689'SECTION 36 AND ABOUT 275 FEET E OF E FENCE LINE OF SECTION 36.
 KH0689'
 KH0689'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KH0689'BRONZE DISKS SET IN CONCRETE.
 KH0689'
 KH0689'REFERENCE MARK NO. 1 IS NE OF STATION IN E SECTION LINE FENCE
 KH0689'OF SECTION 36.
 KH0689'
 KH0689'REFERENCE MARK NO. 2 IS WNW OF STATION ON NW POINT OF FLAT-TOPPED
 KH0689'KNOLL, DROPPING OFF SHARPLY TO NW.
 KH0689'
 KH0689'AZIMUTH MARK IS SSE OF STATION IN SW FENCE CORNER OF SEC. 35,
 KH0689'T 10 S, R 42 W.
 KH0689'
 KH0689'REACHED FROM GOODLAND BY U.S. HIGHWAY 40 NW TO RULETON, THENCE
 KH0689'W 3.2 MILES TO GRADED ROAD LEADING S.  FOLLOW THIS ROAD S 2.1
 KH0689'MILES, THENCE W 1.0 MILE, THENCE S 11.0 MILES TO SHERMAN-WALLACE
 KH0689'COUNTY LINE, INDICATED BY T-FORK.  TURN E 0.95 MILE ALONG
 KH0689'COUNTY LINE, THENCE N 0.2 MILE TO STATION.
 KH0689'
 KH0689'HEIGHT OF LIGHT ABOVE STATION MARK - 17.47 METERS.
 KH0689
 KH0689                          STATION RECOVERY (1969)
 KH0689
 KH0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GDF)
 KH0689'THE STATION WAS VERIFIED WITH THE FOLLOWING EXCEPTION.  STATION WAS
 KH0689'FOUND TO BE 275 FEET WEST OF THE EAST FENCE LINE RATHER THAN
 KH0689'EAST OF THE EAST FENCE LINE.
 KH0689'
 KH0689'TO REACH FROM KANORADO, KANSAS (U.S. HIGHWAY 24 OPPOSITE
 KH0689'COFFEY AND REID ELEVATOR) GO EAST 0.5 MILE TO T-ROAD SOUTH,
 KH0689'TURN RIGHT AND GO SOUTH 14 MILES, TURN LEFT AND GO EAST 3.5
 KH0689'MILES TO T-ROAD SOUTH AND GATES NORTH, TURN LEFT AND PASS
 KH0689'THROUGH THE EAST GATE, TURN RIGHT AND FOLLOW TRACK ROAD EAST
 KH0689'AND THEN NORTH ON RIDGE TOP 0.6 MILE TO STATION.
 KH0689'
 KH0689'THE STATION MARK IS A USC AND GS STANDARD DISK SET IN CONCRETE
 KH0689'POST STAMPED GOLDEN 1933.
 KH0689'
 KH0689'REFERENCE MARK NO. 1 IS A USC AND GS STANDARD DISK SET IN
 KH0689'CONCRETE POST STAMPED GOLDEN NO. 1 1933.
 KH0689'
 KH0689'REFERENCE MARK NO. 2 IS A USC AND GS STANDARD DISK SET IN
 KH0689'CONCRETE POST STAMPED GOLDEN NO. 2 1933.
 KH0689'
 KH0689'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  STATION E.T. 9 G.T.
 KH0689'1958 IS VISIBLE FROM THE GROUND AND WILL SERVE AS AN AZIMUTH
 KH0689'MARK.
 KH0689'
 KH0689'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 KH0689
 KH0689                          STATION RECOVERY (2005)
 KH0689
 KH0689'RECOVERY NOTE BY GEOCACHING 2005 (CTB)
 KH0689'MARKER (GOLDEN) IS ON PRIVATE PROPERTY AND IN EXCELLENT CONDITION.
 KH0689'RELOCATED DURING A VISIT TO THE AREA THAT BROUGHT ME TO THIS PROPERTY
 KH0689'AS PART OF THE MAPPING OF AN ARCHAEOLOGICAL SITE IN THE VICINITY.
 KH0689' 
 KH0689'REFERENCE MARKS NO.1 AND NO.2 WERE BOTH IDENTIFIED AS WELL AND ARE
 KH0689'ALSO IN GOOD CONDITION. DESCRIPTIONS OF ALL MARKER LOCATIONS WERE
 KH0689'ACCURATE AS DESCRIBED IN 1969 BY CGS. NAILS SET IN BENCHMARK CONCRETE
 KH0689'BASE ACCURATELY REFLECT DIRECTIONS OF 2 REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0714 ***********************************************************************
 JG0714  DESIGNATION -  GOLDEN BELT
 JG0714  PID         -  JG0714
 JG0714  STATE/COUNTY-  KS/LINCOLN
 JG0714  USGS QUAD   -  WILSON NE (1964)
 JG0714
 JG0714                         *CURRENT SURVEY CONTROL
 JG0714  ___________________________________________________________________
 JG0714* NAD 83(1997)-  38 58 42.90535(N)    098 18 25.67021(W)     ADJUSTED  
 JG0714* NAVD 88     -       528.0    (meters)    1732.     (feet)  VERTCON   
 JG0714  ___________________________________________________________________
 JG0714  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 JG0714  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 JG0714
 JG0714  HORZ ORDER  -  FIRST
 JG0714
 JG0714.The horizontal coordinates were established by classical geodetic methods
 JG0714.and adjusted by the National Geodetic Survey in October 1998..
 JG0714
 JG0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0714
 JG0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0714
 JG0714.The geoid height was determined by GEOID03.
 JG0714
 JG0714;                    North         East     Units Scale Factor Converg.
 JG0714;SPC KS N     -    71,674.921   373,387.262   MT  0.99996807   -0 11 39.6
 JG0714;UTM  14      - 4,314,628.389   560,015.165   MT  0.99964435   +0 26 09.1
 JG0714
 JG0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0714!SPC KS N     -   0.99992137  x   0.99996807  =   0.99988944
 JG0714!UTM  14      -   0.99992137  x   0.99964435  =   0.99956575
 JG0714
 JG0714|---------------------------------------------------------------------|
 JG0714| PID    Reference Object                     Distance      Geod. Az  |
 JG0714|                                                           dddmmss.s |
 JG0714| CK9728 GOLDEN BELT RM 1                      2.930 METERS 00036     |
 JG0714| CK9727 GOLDEN BELT AZ MK                                  1234350.1 |
 JG0714| CK9729 GOLDEN BELT RM 2                      2.713 METERS 17922     |
 JG0714| KG0617 SYLVAN GROVE MUNICIPAL TANK         APPROX. 8.4 KM 2992807.2 |
 JG0714|---------------------------------------------------------------------|
 JG0714
 JG0714                          SUPERSEDED SURVEY CONTROL
 JG0714
 JG0714  NAD 83(1986)-  38 58 42.91393(N)    098 18 25.67028(W) AD(       ) 1
 JG0714  NAD 27      -  38 58 42.88700(N)    098 18 24.46100(W) AD(       ) 1
 JG0714  NGVD 29 (07/19/86)  527.8    (m)         1732.     (f) VERT ANG       
 JG0714
 JG0714.Superseded values are not recommended for survey control.
 JG0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0714.See file dsdata.txt to determine how the superseded data were derived.
 JG0714
 JG0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ6001514628(NAD 83)
 JG0714_MARKER: DS = TRIANGULATION STATION DISK
 JG0714_SETTING: 80 = SET IN A BOULDER
 JG0714_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 JG0714
 JG0714  HISTORY     - Date     Condition        Report By
 JG0714  HISTORY     - 1891     MONUMENTED       CGS
 JG0714  HISTORY     - 1934     GOOD             CGS
 JG0714  HISTORY     - 1952     GOOD             CGS
 JG0714
 JG0714                          STATION DESCRIPTION
 JG0714
 JG0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (FDG)
 JG0714'ABOUT 7 MILES SOUTHEAST OF SYLVAN GROVE, NEAR THE SOUTH
 JG0714'END OF THE NORTHERNMOST OF TWO PROMINENT HILLS, IN THE NORTHWEST
 JG0714'CORNER OF THE SE 1/4 SEC. 27, T. 12 S., R. 9 W., VERY NEAR
 JG0714'THE CENTER OF THE SECTION, ON ROUGH, ROCKY LAND, OWNED (1891)
 JG0714'BY MR. MARSHALL AND USED AS A CATTLE RANGE.  THE STATION
 JG0714'IS 110 YARDS FROM THE NORTH END AND 20 YARDS FROM THE SOUTH
 JG0714'END OF THE HILL ON WHICH IT STANDS.  THERE IS AN OLD STONE
 JG0714'QUARRY ON THE WEST FACE OF THE HILL ABOUT 55 YARDS SOUTHWEST
 JG0714'OF THE STATION AND ANOTHER ABOUT 200 YARDS TO THE SOUTHEAST
 JG0714'OF THE STATION ON THE NORTHWEST FACE OF THE SOUTHERNMOST
 JG0714'HILL.  UNDERGROUND, STATION AND WITNESS MARKS ARE DESCRIBED.
 JG0714'THE TWO WITNESS POSTS ARE 2.911 METERS (9.55 FEET)
 JG0714'NORTH AND 2.758 METERS (9.05 FEET) SOUTH OF THE STATION,
 JG0714'RESPECTIVELY.
 JG0714
 JG0714                          STATION RECOVERY (1934)
 JG0714
 JG0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0714'ABOUT 7-1/2 MILES SOUTHEAST OF SYLVAN GROVE, NEAR THE SOUTH
 JG0714'END OF THE NORTHERNMOST OF TWO PROMINENT HILLS, IN THE NORTHWEST
 JG0714'CORNER OF THE SOUTHEAST QUARTER OF SEC. 27, T. 12 S., R. 9
 JG0714'W., VERY NEAR THE CENTER OF THE SECTION, ON ROUGH, ROCKY
 JG0714'LAND, OWNED BY CRAWFORD BROTHERS OF LINCOLN, KANSAS, 110
 JG0714'YARDS FROM THE NORTH END AND 20 YARDS FROM THE SOUTH END
 JG0714'OF THE HILL ON WHICH IT STANDS, 55 YARDS NORTHEAST
 JG0714'OF AN OLD STONE QUARRY ON THE WEST FACE OF THE HILL, AND
 JG0714'ABOUT 200 YARDS NORTHWEST OF ANOTHER STONE QUARRY ON THE
 JG0714'NORTHWEST FACE OF THE SOUTHERNMOST HILL.
 JG0714'
 JG0714'UNDERGROUND, STATION AND WITNESS MARKS ARE DESCRIBED.
 JG0714'THE WITNESS POSTS, ONE 2.911 METERS (9.55 FEET) NORTH,
 JG0714'THE OTHER 2.758 METERS (9.05 FEET) SOUTH, RESPECTIVELY.
 JG0714
 JG0714                          STATION RECOVERY (1952)
 JG0714
 JG0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0714'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION AND
 JG0714'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  AN AZIMUTH
 JG0714'MARK WAS ESTABLISHED BY THIS PARTY.  A COMPLETE DESCRIPTION
 JG0714'FOLLOWS-
 JG0714'
 JG0714'THE STATION IS ABOUT 5 MILES SOUTHEAST OF SYLVAN GROVE, 4
 JG0714'MILES SOUTHWEST OF VESPER, NEAR THE SOUTH END OF THE NORTH
 JG0714'ONE OF TWO PROMINENT HILLS, IN SECTION 27, T 12 S, R 9 W,
 JG0714'AND 5 FEET WEST OF A 4 X 4 INCH WITNESS POST.
 JG0714'
 JG0714'TO REACH THE STATION FROM THE INTERSECTION JUST NORTHEAST
 JG0714'OF THE DEPOT IN VESPER, GO SOUTH ON MAIN GRAVELED ROAD FOR
 JG0714'4.0 MILES TO A CROSS ROAD AND SCHOOLHOUSE ON LEFT, TURN
 JG0714'RIGHT AND GO WEST ON DIRT ROAD FOR 0.8 MILE TO THE AZIMUTH
 JG0714'MARK ON RIGHT, CONTINUE WEST FOR 0.2 MILE TO A WIRE GATE
 JG0714'AT THE POINT WHERE THE MAIN ROAD TURNS LEFT, PASS THROUGH
 JG0714'GATE AND GO NORTHWEST ACROSS COUNTRY FOR 0.65 MILE TO TOP
 JG0714'OF HILL AND STATION.
 JG0714'
 JG0714'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 JG0714'IS STAMPED GOLDEN BELT 1891.
 JG0714'
 JG0714'REFERENCE MARK 1 IS 10 FEET NORTH OF A 4 X 4 INCH WITNESS
 JG0714'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 JG0714'STAMPED GOLDEN BELT 1891.
 JG0714'
 JG0714'REFERENCE MARK 2 IS 9 FEET SOUTHWEST OF A 4 X 4 INCH WITNESS
 JG0714'POST.  THE MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 JG0714'STAMPED GOLDEN BELT 1891.
 JG0714'
 JG0714'THE AZIMUTH MARK IS 150 FEET SOUTH-SOUTHWEST OF A WINDMILL,
 JG0714'20 FEET WEST OF A WIRE GATE, 16 FEET NORTH OF THE CENTER OF
 JG0714'A DIRT ROAD, 2 FEET NORTH OF A WIRE FENCE, AND 1 FOOT NORTHEAST
 JG0714'OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS 6 INCHES,
 JG0714'AND THE DISK IS STAMPED GOLDEN BELT 1891.
 JG0714'
 JG0714'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0863 ***********************************************************************
 KE0863  DESIGNATION -  GOLDEN RM 1
 KE0863  PID         -  KE0863
 KE0863  STATE/COUNTY-  KS/SHAWNEE
 KE0863  USGS QUAD   -  TOPEKA (1983)
 KE0863
 KE0863                         *CURRENT SURVEY CONTROL
 KE0863  ___________________________________________________________________
 KE0863* NAD 83(1986)-  39 02 03.     (N)    095 38 38.     (W)     SCALED    
 KE0863* NAVD 88     -       300.230  (meters)     985.00   (feet)  ADJUSTED  
 KE0863  ___________________________________________________________________
 KE0863  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KE0863  DYNAMIC HT  -         300.034 (meters)     984.36  (feet)  COMP
 KE0863  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 KE0863
 KE0863  VERT ORDER  -  SECOND    CLASS 0
 KE0863
 KE0863.The horizontal coordinates were scaled from a topographic map and have
 KE0863.an estimated accuracy of +/- 6 seconds.
 KE0863
 KE0863.The orthometric height was determined by differential leveling
 KE0863.and adjusted by the National Geodetic Survey in June 1991..
 KE0863
 KE0863.The geoid height was determined by GEOID03.
 KE0863
 KE0863.The dynamic height is computed by dividing the NAVD 88
 KE0863.geopotential number by the normal gravity value computed on the
 KE0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0863.degrees latitude (g = 980.6199 gals.).
 KE0863
 KE0863.The modeled gravity was interpolated from observed gravity values.
 KE0863
 KE0863;                    North         East    Units  Estimated Accuracy
 KE0863;SPC KS N     -    80,450.      603,970.      MT  (+/- 180 meters Scaled)
 KE0863
 KE0863                          SUPERSEDED SURVEY CONTROL
 KE0863
 KE0863  NGVD 29 (??/??/92)  300.116  (m)          984.63   (f) ADJ UNCH    2 0
 KE0863
 KE0863.Superseded values are not recommended for survey control.
 KE0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0863.See file dsdata.txt to determine how the superseded data were derived.
 KE0863
 KE0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD711238(NAD 83)
 KE0863_MARKER: DR = REFERENCE MARK DISK
 KE0863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0863_SP_SET: PEDESTRIAL WALK
 KE0863_STAMPING: GOLDEN NO 1 1970
 KE0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0863
 KE0863  HISTORY     - Date     Condition        Report By
 KE0863  HISTORY     - 1970     MONUMENTED       NGS
 KE0863
 KE0863                          STATION DESCRIPTION
 KE0863
 KE0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0863'1.8 MI E FROM TOPEKA.
 KE0863'ABOUT 1.85 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0863'HIGHWAY UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, SET IN THE TOP
 KE0863'OF THE PEDESTRIAN WALK ALONG THE EAST SIDE OF THE GOLDEN AVENUE
 KE0863'OVERPASS FOR THE HIGHWAY, 1.7 FEET EAST OF THE WEST EDGE OF THE
 KE0863'WALKWAY, 70 FEET NORTH OF THE SOUTH END OF THE OVERPASS, DIRECTLY
 KE0863'ABOVE THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 33.50
 KE0863'FEET SOUTH OF THE STATION MARK, AND ABOUT 1 FOOT ABOVE THE LEVEL
 KE0863'OF THE AVENUE.  SECTION 4, T 12S, R 16E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0865 ***********************************************************************
 KE0865  DESIGNATION -  GOLDEN RM 2
 KE0865  PID         -  KE0865
 KE0865  STATE/COUNTY-  KS/SHAWNEE
 KE0865  USGS QUAD   -  TOPEKA (1983)
 KE0865
 KE0865                         *CURRENT SURVEY CONTROL
 KE0865  ___________________________________________________________________
 KE0865* NAD 83(1986)-  39 02 03.     (N)    095 38 38.     (W)     SCALED    
 KE0865* NAVD 88     -       300.264  (meters)     985.12   (feet)  ADJUSTED  
 KE0865  ___________________________________________________________________
 KE0865  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KE0865  DYNAMIC HT  -         300.068 (meters)     984.47  (feet)  COMP
 KE0865  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 KE0865
 KE0865  VERT ORDER  -  SECOND    CLASS 0
 KE0865
 KE0865.The horizontal coordinates were scaled from a topographic map and have
 KE0865.an estimated accuracy of +/- 6 seconds.
 KE0865
 KE0865.The orthometric height was determined by differential leveling
 KE0865.and adjusted by the National Geodetic Survey in June 1991..
 KE0865
 KE0865.The geoid height was determined by GEOID03.
 KE0865
 KE0865.The dynamic height is computed by dividing the NAVD 88
 KE0865.geopotential number by the normal gravity value computed on the
 KE0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0865.degrees latitude (g = 980.6199 gals.).
 KE0865
 KE0865.The modeled gravity was interpolated from observed gravity values.
 KE0865
 KE0865;                    North         East    Units  Estimated Accuracy
 KE0865;SPC KS N     -    80,450.      603,970.      MT  (+/- 180 meters Scaled)
 KE0865
 KE0865                          SUPERSEDED SURVEY CONTROL
 KE0865
 KE0865  NGVD 29 (??/??/92)  300.150  (m)          984.74   (f) ADJ UNCH    2 0
 KE0865
 KE0865.Superseded values are not recommended for survey control.
 KE0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0865.See file dsdata.txt to determine how the superseded data were derived.
 KE0865
 KE0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD711238(NAD 83)
 KE0865_MARKER: DR = REFERENCE MARK DISK
 KE0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0865_SP_SET: PEDESTRIAL WALK
 KE0865_STAMPING: GOLDEN NO 2 1970
 KE0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0865
 KE0865  HISTORY     - Date     Condition        Report By
 KE0865  HISTORY     - 1970     MONUMENTED       NGS
 KE0865
 KE0865                          STATION DESCRIPTION
 KE0865
 KE0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0865'1.8 MI E FROM TOPEKA.
 KE0865'ABOUT 1.85 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0865'UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, SET IN THE TOP OF
 KE0865'THE PEDESTRIAN WALK ALONG THE WEST SIDE OF THE GOLDEN AVENUE
 KE0865'OVERPASS FOR THE HIGHWAY, DIRECTLY ABOVE THE MEDIAN OF THE
 KE0865'HIGHWAY, 0.6 FOOT WEST OF THE EAST EDGE OF THE WALKWAY, 103.7
 KE0865'FEET SOUTH OF THE NORTH END OF THE OVERPASS, 33.70 FEET WEST AND
 KE0865'ACROSS THE AVENUE FROM THE STATION MARK, AND ABOUT 1 FOOT ABOVE
 KE0865'THE LEVEL OF THE AVENUE.  SECTION 4, T 12S, R 16E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1752 ***********************************************************************
 KE1752  DESIGNATION -  GOLDEN RM 3
 KE1752  PID         -  KE1752
 KE1752  STATE/COUNTY-  KS/SHAWNEE
 KE1752  USGS QUAD   -  TOPEKA (1983)
 KE1752
 KE1752                         *CURRENT SURVEY CONTROL
 KE1752  ___________________________________________________________________
 KE1752* NAD 83(1986)-  39 02 03.     (N)    095 38 38.     (W)     SCALED    
 KE1752* NAVD 88     -       300.24   (meters)     985.0    (feet)  RESET     
 KE1752  ___________________________________________________________________
 KE1752  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 KE1752
 KE1752  VERT ORDER  -  THIRD
 KE1752
 KE1752.The horizontal coordinates were scaled from a topographic map and have
 KE1752.an estimated accuracy of +/- 6 seconds.
 KE1752
 KE1752.The orthometric height was computed from unverified reset data.
 KE1752
 KE1752.The geoid height was determined by GEOID03.
 KE1752
 KE1752;                    North         East    Units  Estimated Accuracy
 KE1752;SPC KS N     -    80,450.      603,970.      MT  (+/- 180 meters Scaled)
 KE1752
 KE1752                          SUPERSEDED SURVEY CONTROL
 KE1752
 KE1752  NGVD 29 (03/09/04)  300.12   (m)          984.6    (f) RESET       3  
 KE1752
 KE1752.Superseded values are not recommended for survey control.
 KE1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1752.See file dsdata.txt to determine how the superseded data were derived.
 KE1752
 KE1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD711238(NAD 83)
 KE1752_MARKER: DR = REFERENCE MARK DISK
 KE1752_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KE1752+WITH SETTING: PAVEMENT
 KE1752_SP_SET: BRIDGE DECK
 KE1752_STAMPING: GOLDEN 1970 NO 3 1986
 KE1752_MARK LOGO: NGS   
 KE1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1752+STABILITY: SURFACE MOTION
 KE1752
 KE1752  HISTORY     - Date     Condition        Report By
 KE1752  HISTORY     - 1986     MONUMENTED       NGS
 KE1752
 KE1752                          STATION DESCRIPTION
 KE1752
 KE1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1752'IN THE EAST PART OF TOPEKA, IN CONCRETE WALKWAY OF THE GOLDEN AVENUE
 KE1752'OVERPASS BRIDGE OVER INTERSTATE HIGHWAY 70, DIRECTLY ABOVE THE
 KE1752'CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, 21.3 M (69.9 FT)
 KE1752'NORTH OF THE SOUTH END OF THE OVERPASS, 0.67 M (2.20 FT) WEST OF THE
 KE1752'WEST FACE OF THE EAST GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1833 ***********************************************************************
 JE1833  CBN         -  This is a Cooperative Base Network Control Station.
 JE1833  DESIGNATION -  GOOD
 JE1833  PID         -  JE1833
 JE1833  STATE/COUNTY-  KS/OSAGE
 JE1833  USGS QUAD   -  BURLINGAME (1972)
 JE1833
 JE1833                         *CURRENT SURVEY CONTROL
 JE1833  ___________________________________________________________________
 JE1833* NAD 83(1997)-  38 45 24.95452(N)    095 52 19.43838(W)     ADJUSTED  
 JE1833* NAVD 88     -       351.6    (meters)    1154.     (feet)  GPS OBS   
 JE1833  ___________________________________________________________________
 JE1833  X           -    -509,544.312 (meters)                     COMP
 JE1833  Y           -  -4,954,380.549 (meters)                     COMP
 JE1833  Z           -   3,971,511.427 (meters)                     COMP
 JE1833  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 JE1833  ELLIP HEIGHT-         320.58  (meters)          (08/16/04) GPS OBS
 JE1833  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JE1833
 JE1833  HORZ ORDER  -  B
 JE1833  ELLP ORDER  -  FOURTH    CLASS II
 JE1833
 JE1833.The horizontal coordinates were established by GPS observations
 JE1833.and adjusted by the National Geodetic Survey in December 1997..
 JE1833
 JE1833.The orthometric height was determined by GPS observations and a
 JE1833.high-resolution geoid model.
 JE1833
 JE1833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE1833
 JE1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1833
 JE1833.The ellipsoidal height was determined by GPS observations
 JE1833.and is referenced to NAD 83.
 JE1833
 JE1833.The geoid height was determined by GEOID03.
 JE1833
 JE1833;                    North         East     Units Scale Factor Converg.
 JE1833;SPC KS S     -   635,219.271   628,404.900   MT  1.00004318   +1 36 53.8
 JE1833;SPC KS N     -    49,197.029   584,946.100   MT  0.99999375   +1 20 46.9
 JE1833;UTM  15      - 4,293,721.224   250,431.269   MT  1.00036705   -1 47 56.0
 JE1833
 JE1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1833!SPC KS S     -   0.99994970  x   1.00004318  =   0.99999288
 JE1833!SPC KS N     -   0.99994970  x   0.99999375  =   0.99994345
 JE1833!UTM  15      -   0.99994970  x   1.00036705  =   1.00031673
 JE1833
 JE1833|---------------------------------------------------------------------|
 JE1833| PID    Reference Object                     Distance      Geod. Az  |
 JE1833|                                                           dddmmss.s |
 JE1833| CL5282 GOOD RM 2                            13.605 METERS 09054     |
 JE1833| JE1810 BURLINGAME MUNICIPAL TANK           APPROX. 3.2 KM 1104605.3 |
 JE1833| CL5280 GOOD AZ MK                                         2011132.0 |
 JE1833| CL5281 GOOD RM 1                             9.167 METERS 35624     |
 JE1833|---------------------------------------------------------------------|
 JE1833
 JE1833                          SUPERSEDED SURVEY CONTROL
 JE1833
 JE1833  ELLIP H (12/22/97)  320.60   (m)                       GP(       ) 4 1
 JE1833  NAD 83(1986)-  38 45 24.96110(N)    095 52 19.43381(W) AD(       ) 2
 JE1833  NAD 27      -  38 45 24.94086(N)    095 52 18.47682(W) AD(       ) 2
 JE1833
 JE1833.Superseded values are not recommended for survey control.
 JE1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1833.See file dsdata.txt to determine how the superseded data were derived.
 JE1833
 JE1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5043193721(NAD 83)
 JE1833_MARKER: DS = TRIANGULATION STATION DISK
 JE1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1833_STAMPING: GOOD 1957
 JE1833_MARK LOGO: CGS   
 JE1833_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1833+STABILITY: SURFACE MOTION
 JE1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1833+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1997
 JE1833
 JE1833  HISTORY     - Date     Condition        Report By
 JE1833  HISTORY     - 1957     MONUMENTED       CGS
 JE1833  HISTORY     - 19970307 GOOD             NGS
 JE1833
 JE1833                          STATION DESCRIPTION
 JE1833
 JE1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 JE1833'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF HARVEYVILLE,
 JE1833'ABOUT 2 MILES WEST OF BURLINGAME AND ON HIGHWAY PROPERTY.  IT IS
 JE1833'22 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET NORTHEAST
 JE1833'OF A WHITE WITNESS POST, 3 FEET EAST OF A FENCE AND 20 FEET NORTH
 JE1833'OF THE CENTERLINE OF A DRIVEWAY INTO A PASTURE FIELD.  THE MARK
 JE1833'PROJECTS 2 INCHES AND THE DISK IS STAMPED GOOD 1957.
 JE1833'
 JE1833'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JE1833'STATE HIGHWAY 31 IN BURLINGAME, GO WEST ON HIGHWAY 31 FOR 2.0
 JE1833'MILES TO A GRAVELED SIDE ROAD RIGHT *.  TURN RIGHT AND GO NORTH ON
 JE1833'THE GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 JE1833'
 JE1833'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON HIGHWAY
 JE1833'31 FOR 0.1 MILE TO THE MARK ON THE RIGHT (THE MARK IS ON A ROAD
 JE1833'BANK ABOUT 10 FEET HIGHER THAN THE ROAD).
 JE1833'
 JE1833'REFERENCE MARK 1 IS 25 FEET WEST OF THE CENTERLINE OF THE
 JE1833'GRAVELED ROAD, 1 FOOT EAST OF A FENCE AND 32 FEET NORTH OF THE
 JE1833'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JE1833'STAMPED GOOD NO 1 1957.
 JE1833'
 JE1833'REFERENCE MARK 2 IS 23 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 JE1833'ROAD AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 1 INCH AND THE
 JE1833'DISK IS STAMPED GOOD NO 2 1957.
 JE1833'
 JE1833'THE AZIMUTH MARK IS 39 FEET NORTH OF THE CENTERLINE OF STATE
 JE1833'HIGHWAY 31, 1 FOOT EAST OF A WHITE WITNESS POST, 1 FOOT SOUTH OF
 JE1833'A FENCE AND 25 FEET WEST OF A POWER LINE POLE.  THE MARK
 JE1833'PROJECTS 4 INCHES AND THE DISK IS STAMPED GOOD 1957.
 JE1833'
 JE1833'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE1833
 JE1833                          STATION RECOVERY (1997)
 JE1833
 JE1833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JE1833'THE STATION IS LOCATED 8.0 KM (4.95 MI) SOUTHEAST OF HARVEYVILLE, 3.22
 JE1833'KM (2.00 MI) WEST OF BURLINGAME, ON COUNTY ROAD RIGHT-OF-WAY AND IN
 JE1833'THE SOUTHEAST PORTION OF SECTION 8, T 15 S, R 14 E. OWNERSHIP--KANSAS
 JE1833'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 JE1833'OF U.S. HIGHWAY 56 AND STATE HIGHWAY 31 IN BURLINGAME, GO WEST ON
 JE1833'STATE HIGHWAY 31 FOR 3.22 KM (2.00 MI) TO A GRAVEL SIDE ROAD RIGHT.
 JE1833'TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR 0.32 KM (0.20 MI) TO
 JE1833'THE STATION ON THE LEFT, WEST SIDE OF ROAD. THE STATION IS A STANDARD
 JE1833'CGS DISK SET IN THE TOP OF A 25 CM SQUARE CONCRETE MONUMENT PROJECTING
 JE1833'6 CM ABOVE GROUND.  LOCATED 6.10 M (20.01 FT) NORTH FROM THE CENTER OF
 JE1833'A FIELD ENTRANCE, 6.71 M (22.01 FT) WEST FROM THE CENTER OF THE GRAVEL
 JE1833'ROAD AND 0.91 M (2.99 FT) EAST FROM A METAL WITNESS POST SET IN THE
 JE1833'NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0913 ***********************************************************************
 HH0913  DESIGNATION -  GOOD
 HH0913  PID         -  HH0913
 HH0913  STATE/COUNTY-  KS/MEADE
 HH0913  USGS QUAD   -  MOUNT HELEN (1972)
 HH0913
 HH0913                         *CURRENT SURVEY CONTROL
 HH0913  ___________________________________________________________________
 HH0913* NAD 83(1997)-  37 04 23.93262(N)    100 06 48.47724(W)     ADJUSTED  
 HH0913* NAVD 88     -       690.     (meters)    2264.     (feet)  SCALED    
 HH0913  ___________________________________________________________________
 HH0913  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 HH0913  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 HH0913
 HH0913  HORZ ORDER  -  FIRST
 HH0913
 HH0913.The horizontal coordinates were established by classical geodetic methods
 HH0913.and adjusted by the National Geodetic Survey in October 1998..
 HH0913
 HH0913.The orthometric height was scaled from a topographic map.
 HH0913
 HH0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0913
 HH0913.The geoid height was determined by GEOID03.
 HH0913
 HH0913;                    North         East     Units Scale Factor Converg.
 HH0913;SPC KS S     -   446,374.018   256,521.610   MT  1.00004363   -0 59 29.5
 HH0913;SPC OK N     -   232,100.616   412,059.263   MT  1.00007034   -1 14 50.1
 HH0913;SPC OK N     -   761,483.44  1,351,897.77   sFT  1.00007034   -1 14 50.1
 HH0913;UTM  14      - 4,103,585.272   401,021.666   MT  0.99972068   -0 40 16.7
 HH0913
 HH0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0913!SPC KS S     -   0.99989596  x   1.00004363  =   0.99993958
 HH0913!SPC OK N     -   0.99989596  x   1.00007034  =   0.99996629
 HH0913!UTM  14      -   0.99989596  x   0.99972068  =   0.99961667
 HH0913
 HH0913|---------------------------------------------------------------------|
 HH0913| PID    Reference Object                     Distance      Geod. Az  |
 HH0913|                                                           dddmmss.s |
 HH0913| CK9736 GOOD RM 1                             9.952 METERS 00019     |
 HH0913| CK9737 GOOD RM 2                             9.890 METERS 08835     |
 HH0913| HG0984 ENGLEWOOD MUN TANK                  APPROX.11.7 KM 1094822.1 |
 HH0913| CK9735 GOOD AZ MK                                         1682341.7 |
 HH0913|---------------------------------------------------------------------|
 HH0913
 HH0913                          SUPERSEDED SURVEY CONTROL
 HH0913
 HH0913  NAD 83(1997)-  37 04 23.93860(N)    100 06 48.47778(W) AD(       ) 1
 HH0913  NAD 83(1986)-  37 04 23.93151(N)    100 06 48.47377(W) AD(       ) 1
 HH0913  NAD 27      -  37 04 23.83091(N)    100 06 46.97205(W) AD(       ) 1
 HH0913
 HH0913.Superseded values are not recommended for survey control.
 HH0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0913.See file dsdata.txt to determine how the superseded data were derived.
 HH0913
 HH0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG0102203585(NAD 83)
 HH0913_MARKER: DS = TRIANGULATION STATION DISK
 HH0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0913_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0913
 HH0913  HISTORY     - Date     Condition        Report By
 HH0913  HISTORY     - 1970     MONUMENTED       NGS
 HH0913
 HH0913                          STATION DESCRIPTION
 HH0913
 HH0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0913'THE STATION IS LOCATED AIRLINE, ABOUT 18 MILES SOUTH-SOUTHEAST OF
 HH0913'MEADE, 11 MILES SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAYS 160
 HH0913'AND 283, 7-1/2 MILES NORTHWEST OF ENGLEWOOD AND 5 MILES NORTH OF
 HH0913'THE KANSAS-OKLAHOMA LINE.
 HH0913'
 HH0913'TO REACH THE STATION FROM THE POST OFFICE IN ENGLEWOOD, GO WEST ON
 HH0913'MAIN STREET FOR 0.05 MILE TO THE JUNCTION OF U. S. HIGHWAY 283,
 HH0913'CONTINUE WEST ON GRAVELED ROAD FOR 6.9 MILES TO A CROSSROAD, TURN
 HH0913'RIGHT AND GO NORTH FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 HH0913'CONTINUE NORTH FOR 0.55 MILE TO A CONCRETE SLAB WHERE THE ROAD
 HH0913'CROSSES A CREEK, CONTINUE NORTH FOR 1.2 MILES TO A TRACK SIDE
 HH0913'ROAD LEFT AND A CATTLE GUARD, TURN LEFT CROSSING CATTLE GUARD AND
 HH0913'GO WEST FOR 0.35 MILE TO THE TOP OF THE HILL AND THE STATION ON THE
 HH0913'RIGHT.
 HH0913'
 HH0913'THE STATION MARKS ARE STANDARD DISKS STAMPED GOOD 1970.  THE SURFACE
 HH0913'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HH0913'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 30.5 FEET NORTH OF
 HH0913'THE CENTER OF THE TRACK ROAD.  THE UNDERGROUND MARK IS SET IN THE
 HH0913'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 HH0913'SURFACE.
 HH0913'
 HH0913'REFERENCE MARK 1, A STANDARD DISK STAMPED GOOD NO 1 1970, IS SET IN
 HH0913'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 HH0913'WITH THE GROUND SURFACE.  IT IS 62 FEET NORTH OF THE CENTER OF THE
 HH0913'TRACK ROAD.
 HH0913'
 HH0913'REFERENCE MARK 2, IS A STANDARD DISK STAMPED GOOD NO 2 1970, IT IS
 HH0913'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HH0913'FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET NORTH OF THE CENTER
 HH0913'OF THE TRACK ROAD.
 HH0913'
 HH0913'THE AZIMUTH MARK, A STANDARD DISK STAMPED GOOD 1970, IS SET IN THE
 HH0913'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 HH0913'INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET EAST OF THE CENTER
 HH0913'OF A GRAVELED ROAD, 1.7 FEET WEST OF A NORTH-SOUTH FENCE LINE
 HH0913'AND 1.3 FEET NORTHWEST OF A METAL WITNESS POST.
 HH0913'
 HH0913'NOTE--THE STATION IS LOCATED ON PROPERTY OWNED BY MR. OLIS
 HH0913'GOODNIGHT JR. WHO LIVES ABOUT 1-1/2 MILES NORTH OF THE STATION.
 HH0913'
 HH0913'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0408 ***********************************************************************
 KH0408  DESIGNATION -  GOODLAND
 KH0408  PID         -  KH0408
 KH0408  STATE/COUNTY-  KS/SHERMAN
 KH0408  USGS QUAD   -  GOODLAND (1974)
 KH0408
 KH0408                         *CURRENT SURVEY CONTROL
 KH0408  ___________________________________________________________________
 KH0408* NAD 83(1986)-  39 20 44.     (N)    101 42 48.     (W)     SCALED    
 KH0408* NAVD 88     -      1125.354  (meters)    3692.10   (feet)  ADJUSTED  
 KH0408  ___________________________________________________________________
 KH0408  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 KH0408  DYNAMIC HT  -        1124.408 (meters)    3689.00  (feet)  COMP
 KH0408  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 KH0408
 KH0408  VERT ORDER  -  SECOND    CLASS 0
 KH0408
 KH0408.The horizontal coordinates were scaled from a topographic map and have
 KH0408.an estimated accuracy of +/- 6 seconds.
 KH0408
 KH0408.The orthometric height was determined by differential leveling
 KH0408.and adjusted by the National Geodetic Survey in June 1991..
 KH0408
 KH0408.The geoid height was determined by GEOID03.
 KH0408
 KH0408.The dynamic height is computed by dividing the NAVD 88
 KH0408.geopotential number by the normal gravity value computed on the
 KH0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0408.degrees latitude (g = 980.6199 gals.).
 KH0408
 KH0408.The modeled gravity was interpolated from observed gravity values.
 KH0408
 KH0408;                    North         East    Units  Estimated Accuracy
 KH0408;SPC KS N     -   118,930.       80,000.      MT  (+/- 180 meters Scaled)
 KH0408
 KH0408                          SUPERSEDED SURVEY CONTROL
 KH0408
 KH0408  NGVD 29 (??/??/92) 1124.898  (m)         3690.60   (f) ADJ UNCH    2 0
 KH0408
 KH0408.Superseded values are not recommended for survey control.
 KH0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0408.See file dsdata.txt to determine how the superseded data were derived.
 KH0408
 KH0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ661586(NAD 83)
 KH0408_MARKER: DB = BENCH MARK DISK
 KH0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0408_STAMPING: GOODLAND 1934
 KH0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0408+STABILITY: SURFACE MOTION
 KH0408
 KH0408  HISTORY     - Date     Condition        Report By
 KH0408  HISTORY     - 1934     MONUMENTED       CGS
 KH0408  HISTORY     - 1967     GOOD             USGS
 KH0408
 KH0408                          STATION DESCRIPTION
 KH0408
 KH0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0408'AT GOODLAND.
 KH0408'AT GOODLAND, SHERMAN COUNTY, AT THE NORTHEAST CORNER OF THE CITY
 KH0408'PARK, 30 FEET WEST OF THE CENTER LINE OF A NORTH-AND-SOUTH
 KH0408'STREET, 29 FEET SOUTH OF THE CENTER LINE OF THIRTEENTH STREET,
 KH0408'16 FEET NORTHEAST OF THE CENTER OF THE CITY PARK SIGN, IN A WYE
 KH0408'FORMED BY THE INTERSECTION OF THE EAST-AND-WEST SIDEWALK, THE
 KH0408'NORTH-AND-SOUTH SIDEWALK AND THE SIDEWALK LEADING THROUGH THE
 KH0408'PARK TO A FOUNTAIN, 8.7 FEET SOUTH OF THE SOUTH CURB OF THIRTEENTH
 KH0408'STREET, AND 8.3 FEET WEST OF THE WEST CURB OF THE NORTH-AND-SOUTH
 KH0408'STREET.  A STANDARD DISK, STAMPED GOODLAND 1934 AND SET IN THE
 KH0408'TOP OF A CONCRETE POST.
 KH0408
 KH0408                          STATION RECOVERY (1967)
 KH0408
 KH0408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KH0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0447 ***********************************************************************
 KH0447  DESIGNATION -  GOODLAND
 KH0447  PID         -  KH0447
 KH0447  STATE/COUNTY-  KS/SHERMAN
 KH0447  USGS QUAD   -  GOODLAND (1974)
 KH0447
 KH0447                         *CURRENT SURVEY CONTROL
 KH0447  ___________________________________________________________________
 KH0447* NAD 83(1997)-  39 18 27.32874(N)    101 43 33.85076(W)     ADJUSTED  
 KH0447* NAVD 88     -      1129.406  (meters)    3705.39   (feet)  ADJUSTED  
 KH0447  ___________________________________________________________________
 KH0447  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 KH0447  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KH0447  DYNAMIC HT  -        1128.452 (meters)    3702.26  (feet)  COMP
 KH0447  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 KH0447
 KH0447  HORZ ORDER  -  FIRST
 KH0447  VERT ORDER  -  SECOND    CLASS 0
 KH0447
 KH0447.The horizontal coordinates were established by classical geodetic methods
 KH0447.and adjusted by the National Geodetic Survey in October 1998..
 KH0447
 KH0447.The orthometric height was determined by differential leveling
 KH0447.and adjusted by the National Geodetic Survey in June 1991..
 KH0447
 KH0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0447
 KH0447.The geoid height was determined by GEOID03.
 KH0447
 KH0447.The dynamic height is computed by dividing the NAVD 88
 KH0447.geopotential number by the normal gravity value computed on the
 KH0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0447.degrees latitude (g = 980.6199 gals.).
 KH0447
 KH0447.The modeled gravity was interpolated from observed gravity values.
 KH0447
 KH0447;                    North         East     Units Scale Factor Converg.
 KH0447;SPC KS N     -   114,764.582    78,730.549   MT  0.99995734   -2 21 27.1
 KH0447;UTM  14      - 4,354,454.921   264,952.610   MT  1.00028029   -1 43 39.8
 KH0447
 KH0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0447!SPC KS N     -   0.99982657  x   0.99995734  =   0.99978392
 KH0447!UTM  14      -   0.99982657  x   1.00028029  =   1.00010681
 KH0447
 KH0447:                Primary Azimuth Mark                     Grid Az
 KH0447:SPC KS N     -  GOODLAND MUNICIPAL STANDPIPE             015 05 42.1
 KH0447:UTM  14      -  GOODLAND MUNICIPAL STANDPIPE             014 27 54.8
 KH0447
 KH0447|---------------------------------------------------------------------|
 KH0447| PID    Reference Object                     Distance      Geod. Az  |
 KH0447|                                                           dddmmss.s |
 KH0447| KH0678 GOODLAND MUNICIPAL STANDPIPE        APPROX. 4.8 KM 0124415.0 |
 KH0447| KH0674 GOODLAND CATHOLIC CHURCH SPIRE      APPROX. 4.3 KM 0130337.9 |
 KH0447| KH0676 GOODLAND EQUITY EX ELEV N GAB       APPROX. 3.9 KM 0200742.4 |
 KH0447| KH0679 GOODLAND MUNICIPAL TANK             APPROX. 4.2 KM 0261023.4 |
 KH0447| KH0448 GOODLAND RM 1                        91.723 METERS 19514     |
 KH0447| KH0449 GOODLAND RM 2                        86.428 METERS 27211     |
 KH0447| KH0446 B 80                                 33.563 METERS 27359     |
 KH0447| KJ0411 KANORADO MUNICIPAL TANK             APPROX.27.2 KM 2770347.3 |
 KH0447| KH0693 RULETON MORRISON CO ELEV N GAB      APPROX.14.5 KM 2835158.9 |
 KH0447| KH0691 CARUSO CONCRETE ELEVATOR            APPROX. 8.5 KM 2941555.2 |
 KH0447| KH0692 GOODLAND RADIO STA KWGB TOWER       APPROX. 4.1 KM 3170318.4 |
 KH0447| KH0445 GOODLAND AZ MK                                     3573447.1 |
 KH0447|---------------------------------------------------------------------|
 KH0447
 KH0447                          SUPERSEDED SURVEY CONTROL
 KH0447
 KH0447  NAD 83(1986)-  39 18 27.32871(N)    101 43 33.85054(W) AD(       ) 1
 KH0447  NAD 27      -  39 18 27.32700(N)    101 43 32.22800(W) AD(       ) 1
 KH0447  NGVD 29 (??/??/92) 1128.947  (m)         3703.89   (f) ADJ UNCH    2 0
 KH0447
 KH0447.Superseded values are not recommended for survey control.
 KH0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0447.See file dsdata.txt to determine how the superseded data were derived.
 KH0447
 KH0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6495354455(NAD 83)
 KH0447_MARKER: DS = TRIANGULATION STATION DISK
 KH0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0447_STAMPING: GOODLAND 1933
 KH0447_MARK LOGO: CGS   
 KH0447_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0447+STABILITY: SURFACE MOTION
 KH0447
 KH0447  HISTORY     - Date     Condition        Report By
 KH0447  HISTORY     - 1933     MONUMENTED       CGS
 KH0447  HISTORY     - 1940     GOOD             CGS
 KH0447  HISTORY     - 1951     GOOD             CGS
 KH0447  HISTORY     - 1966     GOOD             CGS
 KH0447  HISTORY     - 1966     GOOD             NGS
 KH0447  HISTORY     - 1974     GOOD             USAF
 KH0447  HISTORY     - 20000503 GOOD             NGS
 KH0447
 KH0447                          STATION DESCRIPTION
 KH0447
 KH0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 KH0447'STATION IS ABOUT 2 MILES S OF GOODLAND IN NW CORNER SEC. 6,
 KH0447'T 9 S, R 39 W, IN RIGHT-OF-WAY FENCE, BETWEEN UNIMPROVED ROAD
 KH0447'AND LAND OWNED BY GUS TOMPKINS.
 KH0447'
 KH0447'STATION IS ABOUT 14 PACES E OF CENTER OF STATE HIGHWAY 27 AND
 KH0447'8 PACES S OF CENTER LINE OF UNIMPROVED E AND W ROAD, 4 PACES
 KH0447'E OF CORNER FENCE POST IN FENCE LINE.  THIS STATION IS AT A
 KH0447'TOWNSHIP CORNER.
 KH0447'
 KH0447'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS
 KH0447'ARE STANDARD BRONZE DISKS SET IN
 KH0447'CONCRETE.
 KH0447'
 KH0447'REFERENCE MARK NO. 1 IS SW BY S OF STATION ON W SIDE OF STATE
 KH0447'HIGHWAY 27 IN FENCE LINE AND ABOUT 525 FEET S OF NE FENCE
 KH0447'CORNER SECTION 1.
 KH0447'
 KH0447'REFERENCE MARK NO. 2 IS W OF STATION IN FENCE LINE ON S SIDE
 KH0447'OF ROAD AND ABOUT 175 FEET W OF NE CORNER SECTION 1.
 KH0447'
 KH0447'AZIMUTH MARK IS N OF STATION ON W SIDE OF ROAD IN POLE LINE,
 KH0447'AND ABOUT 0.3 MILE N OF THE TOWNSHIP CORNER.
 KH0447'
 KH0447'STATION MARK IS LOW AND MAY BE COVERED, OTHER MARKS PROJECT
 KH0447'ABOUT 4 INCHES.
 KH0447'
 KH0447'TO REACH STATION FROM GOODLAND BY STATE HIGHWAY 27 S ACROSS
 KH0447'TRACKS, THENCE W 0.7 MILE THENCE S 2 MILES TO SECTION CORNER.
 KH0447'
 KH0447'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 KH0447
 KH0447                          STATION RECOVERY (1940)
 KH0447
 KH0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 KH0447'STATION IS 3.0 MILES SW OF GOODLAND, IN THE NW CORNER OF
 KH0447'SECTION 6, T 9 S, R 39 W, BETWEEN UNIMPROVED SECTION LINE ROAD
 KH0447'AND LAND OWNED BY GUS TOMPKINS.
 KH0447'
 KH0447'STATION IS 53 FEET SE OF THE CENTER OF THE INTERSECTION OF
 KH0447'THE HIGHWAY AND AN E-W SECTION LINE ROAD, 44 FEET E OF CENTER
 KH0447'LINE OF THE HIGHWAY, 29 FEET S OF CENTER LINE OF THE SECTION
 KH0447'LINE ROAD, 14.2 FEET E OF NW CORNER OF FENCE LINES, 0.6 FOOT
 KH0447'N OF THE E-W FENCE.  STANDARD TRIANGULATION STATION DISK IN
 KH0447'CONCRETE POST ABOUT 2 FEET UNDER SURFACE OF A SAND DRIFT.
 KH0447'STAMPED GOODLAND 1933.
 KH0447'
 KH0447'UNDERGROUND MARK IS STANDARD STATION DISK IN CONCRETE
 KH0447'STAMPED GOODLAND 1933.
 KH0447'
 KH0447'REFERENCE MARK NO. 1 IS SSW AND ACROSS THE HIGHWAY FROM THE
 KH0447'STATION, ABOUT 105 YARDS S OF THE CENTER OF THE INTERSECTION
 KH0447'OF THE HIGHWAY WITH THE SECTION LINE ROAD, 37 FEET W OF THE
 KH0447'CENTER LINE OF THE HIGHWAY, 1.0 FOOT W OF THE FENCE LINE.
 KH0447'STANDARD TRIANGULATION REFERENCE MARK DISK IN CONCRETE POST
 KH0447'PROJECTING 0.4 FOOT.  STAMPED GOODLAND NO. 1 1933.
 KH0447'
 KH0447'REFERENCE MARK NO. 2 IS W AND ACROSS THE HIGHWAY FROM THE
 KH0447'STATION, ABOUT 85 YARDS W OF CENTER OF THE INTERSECTION, ABOUT
 KH0447'60 YARDS W OF BENCH MARK, B 80, 18 FEET S OF CENTER LINE OF THE
 KH0447'SECTION LINE ROAD, 2.3 FEET N OF THE FENCE LINE.  STANDARD
 KH0447'TRIANGULATION REFERENCE MARK DISK IN CONCRETE POST PROJECTING
 KH0447'0.4 FOOT.  STAMPED GOODLAND NO. 2 1933.
 KH0447'
 KH0447'AZIMUTH MARK IS N OF THE STATION ALONG STATE HIGHWAY 27, 31
 KH0447'FEET W OF CENTER LINE OF THE HIGHWAY, 8 FEET S OF A TELEPHONE
 KH0447'POLE.  STANDARD TRIANGULATION AZIMUTH MARK DISK IN CONCRETE
 KH0447'POST PROJECTING 0.4 FOOT.  STAMPED GOODLAND AZIMUTH 1933.
 KH0447'
 KH0447'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0447'STATION IN GOODLAND, PROCEED WESTERLY ALONG STREETS AND ROADS
 KH0447'PARALLELING THE TRACKS, GO 0.7 MILE, TURN LEFT (S) ONTO STATE
 KH0447'HIGHWAY 27, GO 2.0 MILES.
 KH0447
 KH0447                          STATION RECOVERY (1951)
 KH0447
 KH0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0447'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 KH0447'AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 KH0447'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 KH0447'
 KH0447'THE STATION IS LOCATED 2 MILES SOUTH OF GOODLAND IN THE NORTHWEST
 KH0447'CORNER OF A CULTIVATED FIELD, 42 FEET EAST FROM THE CENTER OF
 KH0447'STATE HIGHWAY 27, 30 FEET SOUTH FROM THE CENTER OF A SECTION
 KH0447'LINE ROAD AND 12 FEET EAST FROM A WITNESS POST.  IT IS STAMPED
 KH0447'GOODLAND 1933 AND IS 12 INCHES BELOW THE SURFACE OF THE
 KH0447'GROUND.
 KH0447'
 KH0447'REFERENCE MARK NO. 1 IS SET IN A FENCE LINE, 36 FEET WEST FROM
 KH0447'THE CENTER OF STATE HIGHWAY 27.  IT IS STAMPED GOODLAND NO
 KH0447'1 1933 AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 KH0447'
 KH0447'REFERENCE MARK NO. 2 IS LOCATED 18 FEET SOUTH FROM THE CENTER
 KH0447'OF A SECTION LINE ROAD AND 1 FOOT EAST OF A WITNESS POST.
 KH0447'IT IS STAMPED GOODLAND NO 2 1933 AND IS SET FLUSH WITH THE
 KH0447'SURFACE OF THE GROUND.
 KH0447'
 KH0447'THE AZIMUTH MARK IS SET IN A FENCE LINE 31 FEET WEST FROM THE
 KH0447'CENTER OF STATE HIGHWAY 27, 8 FEET SOUTH FROM A TELEPHONE POLE
 KH0447'AND 1 FOOT SOUTH OF A WITNESS POST.  IT IS A STANDARD REFERENCE
 KH0447'MARK DISK, STAMPED GOODLAND AZIMUTH 1933 AND PROJECTS 5
 KH0447'INCHES ABOVE THE SURFACE OF THE GROUND.
 KH0447'
 KH0447'A TRAVERSE MEASUREMENT WAS MADE TO A BENCH MARK.  IT IS A
 KH0447'STANDARD U.S.C. AND G.S. DISK SET IN THE TOP OF AN 8 INCH SQUARE
 KH0447'CONCRETE POST.  IT IS SITUATED 63 FEET WEST FROM THE CENTER
 KH0447'OF STATE HIGHWAY 27 AND 22 FEET SOUTH FROM THE CENTER OF A
 KH0447'SECTION LINE ROAD.  IT IS STAMPED B 80 1935 AND IS SET FLUSH
 KH0447'WITH THE SURFACE OF THE GROUND.
 KH0447'
 KH0447'TO REACH THE STATION FROM THE POST OFFICE IN GOODLAND, GO WEST
 KH0447'ON 11TH. STREET FOR 0.8 MILE TO A T ROAD INTERSECTION, TURN
 KH0447'LEFT AND GO SOUTH FOR 0.8 MILE TO THE JUNCTION OF U.S. HIGHWAY
 KH0447'24 AND STATE HIGHWAY 27.  CONTINUE SOUTH ON STATE HIGHWAY 27
 KH0447'FOR 1.75 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KH0447'CONTINUE SOUTH FOR 0.3 MILE TO THE STATION ON THE LEFT AS
 KH0447'DESCRIBED.
 KH0447
 KH0447                          STATION RECOVERY (1966)
 KH0447
 KH0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KH0447'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 KH0447'AZIMUTH MARK, AND BENCH MARK B 80 1935 WERE RECOVERED AS
 KH0447'DESCRIBED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 KH0447'FOUND ADEQUATE FOR RECOVERY.
 KH0447'
 KH0447'THE STATION MARK IS 8.5 FEET SOUTH-SOUTHWEST OF THE CENTER
 KH0447'ONE OF THREE IRON PIPES WHICH SUPPORTS A LARGE BILLBOARD, AND
 KH0447'1 FOOT EAST OF A METAL WITNESS POST.
 KH0447'
 KH0447'REFERENCE MARK NO. 1 IS 15 FEET NORTH-NORTHWEST OF A TELEPHONE
 KH0447'POLE AND 1 FOOT NORTH OF AN IRON FENCE POST.
 KH0447'
 KH0447'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED.
 KH0447'
 KH0447'A METAL WITNESS POST WAS SET 1 FOOT WEST OF BENCH MARK B 80 1935.
 KH0447'
 KH0447'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 KH0447
 KH0447                          STATION RECOVERY (1966)
 KH0447
 KH0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KH0447'3 MI S FROM GOODLAND.
 KH0447'3.0 MILES SOUTH OF GOODLAND, SHERMAN COUNTY.  THIS BENCH MARK
 KH0447'MAY BE REACHED FROM THE STATION BY GOING 0.7 MILE WEST ALONG THE
 KH0447'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, THENCE 0.3 MILE
 KH0447'SOUTH ALONG A SECTION-LINE ROAD, AND THENCE 2.0 MILES SOUTH
 KH0447'ALONG STATE HIGHWAY 27.  IT IS AT THE INTERSECTION OF AN
 KH0447'EAST-AND-WEST SECTION LINE ROAD, 53 FEET SOUTHEAST OF THE CENTER
 KH0447'OF THE INTERSECTION, 44 FEET EAST OF THE CENTER LINE OF THE
 KH0447'HIGHWAY, 29 FEET SOUTH OF THE CENTER LINE OF THE SECTION-LINE
 KH0447'ROAD, 14.2 FEET EAST OF A NORTHWEST FENCE CORNER, 0.6 FOOT NORTH
 KH0447'OF THE FENCE, AND ABOUT 2 FEET UNDER A SAND DRIFT.  A STANDARD
 KH0447'TRIANGULATION STATION DISK, STAMPED GOODLAND 1933 AND SET IN THE
 KH0447'TOP OF A CONCRETE POST.  NOTE-- IT IS 8.5 FEET SOUTH-SOUTHWEST
 KH0447'OF THE CENTER ONE OF THREE IRON PIPES WHICH SUPPORT A LARGE
 KH0447'BILLBOARD AND 1 FOOT EAST OF A METAL WITNESS POST.
 KH0447
 KH0447                          STATION RECOVERY (1974)
 KH0447
 KH0447'RECOVERY NOTE BY US AIR FORCE 1974
 KH0447'STATION AND BOTH R.M.S WERE RECOVERED IN GOOD CONDITION AS
 KH0447'DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND, AND IS BELIEVED
 KH0447'DESTROYED DURING HIGHWAY CONSTRUCTION.
 KH0447'
 KH0447'THE 1951 ROUTE DESCRIPTION WAS ADEQUATE.
 KH0447
 KH0447                          STATION RECOVERY (2000)
 KH0447
 KH0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JS)
 KH0447'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0445 ***********************************************************************
 KH0445  DESIGNATION -  GOODLAND AZ MK
 KH0445  PID         -  KH0445
 KH0445  STATE/COUNTY-  KS/SHERMAN
 KH0445  USGS QUAD   -  GOODLAND (1974)
 KH0445
 KH0445                         *CURRENT SURVEY CONTROL
 KH0445  ___________________________________________________________________
 KH0445* NAD 83(1986)-  39 18 44.     (N)    101 43 35.     (W)     SCALED    
 KH0445* NAVD 88     -      1130.633  (meters)    3709.42   (feet)  ADJUSTED  
 KH0445  ___________________________________________________________________
 KH0445  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KH0445  DYNAMIC HT  -        1129.679 (meters)    3706.29  (feet)  COMP
 KH0445  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 KH0445
 KH0445  VERT ORDER  -  SECOND    CLASS 0
 KH0445
 KH0445.The horizontal coordinates were scaled from a topographic map and have
 KH0445.an estimated accuracy of +/- 6 seconds.
 KH0445
 KH0445.The orthometric height was determined by differential leveling
 KH0445.and adjusted by the National Geodetic Survey in June 1991..
 KH0445
 KH0445.The geoid height was determined by GEOID03.
 KH0445
 KH0445.The dynamic height is computed by dividing the NAVD 88
 KH0445.geopotential number by the normal gravity value computed on the
 KH0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0445.degrees latitude (g = 980.6199 gals.).
 KH0445
 KH0445.The modeled gravity was interpolated from observed gravity values.
 KH0445
 KH0445;                    North         East    Units  Estimated Accuracy
 KH0445;SPC KS N     -   115,280.       78,720.      MT  (+/- 180 meters Scaled)
 KH0445
 KH0445                          SUPERSEDED SURVEY CONTROL
 KH0445
 KH0445  NGVD 29 (??/??/92) 1130.117  (m)         3707.73   (f) ADJ UNCH    2 0
 KH0445
 KH0445.Superseded values are not recommended for survey control.
 KH0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0445.See file dsdata.txt to determine how the superseded data were derived.
 KH0445
 KH0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ649549(NAD 83)
 KH0445_MARKER: DZ = AZIMUTH MARK DISK
 KH0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0445_STAMPING: GOODLAND AZIMUTH 1933
 KH0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0445+STABILITY: SURFACE MOTION
 KH0445
 KH0445  HISTORY     - Date     Condition        Report By
 KH0445  HISTORY     - 1933     MONUMENTED       CGS
 KH0445  HISTORY     - 1966     GOOD             NGS
 KH0445
 KH0445                          STATION DESCRIPTION
 KH0445
 KH0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KH0445'2.7 MI S FROM GOODLAND.
 KH0445'2.7 MILES SOUTH OF GOODLAND, SHERMAN COUNTY.  THIS BENCH MARK
 KH0445'MAY BE REACHED FROM THE STATION BY GOING 0.7 MILE WEST ALONG THE
 KH0445'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, THENCE 0.3 MILE SOUTH
 KH0445'ALONG A SECTION-LINE ROAD, AND THENCE 1.7 MILES SOUTH ALONG STATE
 KH0445'HIGHWAY 27.  IT IS 0.3 MILE NORTH OF THE INTERSECTION OF AN
 KH0445'EAST-AND-WEST SECTION-LINE ROAD, 31 FEET WEST OF THE CENTER LINE
 KH0445'OF THE HIGHWAY, AND 8 FEET SOUTH OF A POLE.  A STANDARD AZIMUTH
 KH0445'MARK DISK, STAMPED GOODLAND AZIMUTH 1933 AND SET IN THE TOP OF A
 KH0445'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- A METAL
 KH0445'WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0674 ***********************************************************************
 KH0674  DESIGNATION -  GOODLAND CATHOLIC CHURCH SPIRE
 KH0674  PID         -  KH0674
 KH0674  STATE/COUNTY-  KS/SHERMAN
 KH0674  USGS QUAD   -  GOODLAND (1974)
 KH0674
 KH0674                         *CURRENT SURVEY CONTROL
 KH0674  ___________________________________________________________________
 KH0674* NAD 83(1997)-  39 20 43.91145(N)    101 42 53.04348(W)     ADJUSTED  
 KH0674* NAVD 88     -                                                        
 KH0674  ___________________________________________________________________
 KH0674  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 KH0674  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 KH0674
 KH0674  HORZ ORDER  -  THIRD
 KH0674
 KH0674.The horizontal coordinates were established by classical geodetic methods
 KH0674.and adjusted by the National Geodetic Survey in October 1998..
 KH0674
 KH0674
 KH0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0674
 KH0674.The geoid height was determined by GEOID03.
 KH0674
 KH0674;                    North         East     Units Scale Factor Converg.
 KH0674;SPC KS N     -   118,932.831    79,880.090   MT  0.99995822   -2 21 01.3
 KH0674;UTM  14      - 4,358,636.876   266,056.665   MT  1.00027391   -1 43 18.9
 KH0674
 KH0674                          SUPERSEDED SURVEY CONTROL
 KH0674
 KH0674  NAD 83(1986)-  39 20 43.91075(N)    101 42 53.04277(W) AD(       ) 4
 KH0674  NAD 27      -  39 20 43.90900(N)    101 42 51.42200(W) AD(       ) 3
 KH0674
 KH0674.Superseded values are not recommended for survey control.
 KH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0674.See file dsdata.txt to determine how the superseded data were derived.
 KH0674
 KH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6605758637(NAD 83)
 KH0674_MARKER: 90 = CHURCH SPIRE
 KH0674
 KH0674  HISTORY     - Date     Condition        Report By
 KH0674  HISTORY     - 1933     FIRST OBSERVED   CGS
 KH0674  HISTORY     - 1952     GOOD             CGS
 KH0674
 KH0674                          STATION DESCRIPTION
 KH0674
 KH0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCL)
 KH0674'THE STATION IS THE SPIRE ATOP THE CATHOLIC CHURCH AT THE SOUTHWEST
 KH0674'CORNER OF 13TH AND SHERMAN STS IN GOODLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0677 ***********************************************************************
 KH0677  DESIGNATION -  GOODLAND COUNTY BUILDING CHIM
 KH0677  PID         -  KH0677
 KH0677  STATE/COUNTY-  KS/SHERMAN
 KH0677  USGS QUAD   -  GOODLAND (1974)
 KH0677
 KH0677                         *CURRENT SURVEY CONTROL
 KH0677  ___________________________________________________________________
 KH0677* NAD 83(1997)-  39 21 02.57340(N)    101 42 35.21545(W)     ADJUSTED  
 KH0677* NAVD 88     -                                                        
 KH0677  ___________________________________________________________________
 KH0677  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 KH0677  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 KH0677
 KH0677  HORZ ORDER  -  THIRD
 KH0677
 KH0677.The horizontal coordinates were established by classical geodetic methods
 KH0677.and adjusted by the National Geodetic Survey in October 1998..
 KH0677
 KH0677
 KH0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0677
 KH0677.The geoid height was determined by GEOID03.
 KH0677
 KH0677;                    North         East     Units Scale Factor Converg.
 KH0677;SPC KS N     -   119,490.354    80,330.183   MT  0.99995837   -2 20 50.0
 KH0677;UTM  14      - 4,359,199.479   266,500.756   MT  1.00027135   -1 43 08.2
 KH0677
 KH0677                          SUPERSEDED SURVEY CONTROL
 KH0677
 KH0677  NAD 83(1986)-  39 21 02.57279(N)    101 42 35.21402(W) AD(       ) 4
 KH0677  NAD 27      -  39 21 02.58000(N)    101 42 33.59000(W) AD(       ) 3
 KH0677
 KH0677.Superseded values are not recommended for survey control.
 KH0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0677.See file dsdata.txt to determine how the superseded data were derived.
 KH0677
 KH0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6650159199(NAD 83)
 KH0677_MARKER: 85 = CHIMNEY
 KH0677
 KH0677  HISTORY     - Date     Condition        Report By
 KH0677  HISTORY     - 1933     FIRST OBSERVED   CGS
 KH0677  HISTORY     - 1967     GOOD             CGS
 KH0677
 KH0677                          STATION DESCRIPTION
 KH0677
 KH0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (RHR)
 KH0677'THE STATION WAS RECOVERED.  IT IS LOCATED 181 FT EAST AND 181
 KH0677'FT SOUTH OF THE CENTERLINE INTERSECTION OF BROADWAY AND 8TH
 KH0677'STREET IN THE CITY OF GOODLAND.  THE CHIMNEY IS ON THE EAST
 KH0677'WALL OF THE BUILDING, 41 FEET SOUTH OF THE BUILDINGS NORTH FACE.
 KH0677'
 KH0677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GOODLAND,
 KH0677'KANSAS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0676 ***********************************************************************
 KH0676  DESIGNATION -  GOODLAND EQUITY EX ELEV N GAB
 KH0676  PID         -  KH0676
 KH0676  STATE/COUNTY-  KS/SHERMAN
 KH0676  USGS QUAD   -  GOODLAND (1974)
 KH0676
 KH0676                         *CURRENT SURVEY CONTROL
 KH0676  ___________________________________________________________________
 KH0676* NAD 83(1997)-  39 20 27.44277(N)    101 42 37.15519(W)     ADJUSTED  
 KH0676* NAVD 88     -                                                        
 KH0676  ___________________________________________________________________
 KH0676  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 KH0676  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KH0676
 KH0676  HORZ ORDER  -  THIRD
 KH0676
 KH0676.The horizontal coordinates were established by classical geodetic methods
 KH0676.and adjusted by the National Geodetic Survey in October 1998..
 KH0676
 KH0676
 KH0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0676
 KH0676.The geoid height was determined by GEOID03.
 KH0676
 KH0676;                    North         East     Units Scale Factor Converg.
 KH0676;SPC KS N     -   118,409.801    80,239.403   MT  0.99995809   -2 20 51.3
 KH0676;UTM  14      - 4,358,117.656   266,421.809   MT  1.00027181   -1 43 08.2
 KH0676
 KH0676                          SUPERSEDED SURVEY CONTROL
 KH0676
 KH0676  NAD 83(1986)-  39 20 27.44232(N)    101 42 37.15447(W) AD(       ) 4
 KH0676  NAD 27      -  39 20 27.44400(N)    101 42 35.53200(W) AD(       ) 3
 KH0676
 KH0676.Superseded values are not recommended for survey control.
 KH0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0676.See file dsdata.txt to determine how the superseded data were derived.
 KH0676
 KH0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6642258118(NAD 83)
 KH0676_MARKER: 81 = GABLE
 KH0676
 KH0676  HISTORY     - Date     Condition        Report By
 KH0676  HISTORY     - 1933     FIRST OBSERVED   CGS
 KH0676
 KH0676                          STATION DESCRIPTION
 KH0676
 KH0676'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0675 ***********************************************************************
 KH0675  DESIGNATION -  GOODLAND MUNICIPAL AIRPORT BCN
 KH0675  PID         -  KH0675
 KH0675  STATE/COUNTY-  KS/SHERMAN
 KH0675  USGS QUAD   -  GOODLAND (1974)
 KH0675
 KH0675                         *CURRENT SURVEY CONTROL
 KH0675  ___________________________________________________________________
 KH0675* NAD 83(1997)-  39 22 23.54306(N)    101 42 26.24864(W)     ADJUSTED  
 KH0675* NAVD 88     -                                                        
 KH0675  ___________________________________________________________________
 KH0675  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 KH0675  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KH0675
 KH0675  HORZ ORDER  -  THIRD
 KH0675
 KH0675.This mark is at Renner Fld (GOODLAND MUN) Airport (GLD)
 KH0675
 KH0675.The horizontal coordinates were established by classical geodetic methods
 KH0675.and adjusted by the National Geodetic Survey in October 1998..
 KH0675
 KH0675
 KH0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0675
 KH0675.The geoid height was determined by GEOID03.
 KH0675
 KH0675;                    North         East     Units Scale Factor Converg.
 KH0675;SPC KS N     -   121,976.438    80,646.888   MT  0.99995913   -2 20 44.4
 KH0675;UTM  14      - 4,361,689.660   266,790.290   MT  1.00026968   -1 43 05.5
 KH0675
 KH0675                          SUPERSEDED SURVEY CONTROL
 KH0675
 KH0675  NAD 83(1986)-  39 22 23.54314(N)    101 42 26.24762(W) AD(       ) 4
 KH0675  NAD 27      -  39 22 23.53700(N)    101 42 24.62700(W) AD(       ) 3
 KH0675
 KH0675.Superseded values are not recommended for survey control.
 KH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0675.See file dsdata.txt to determine how the superseded data were derived.
 KH0675
 KH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6679061690(NAD 83)
 KH0675_MARKER: 21 = AIRPORT BEACON
 KH0675_SETTING: 0 = UNSPECIFIED SETTING
 KH0675
 KH0675  HISTORY     - Date     Condition        Report By
 KH0675  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0675  HISTORY     - 1958     GOOD             CGS
 KH0675  HISTORY     - 1967     GOOD             CGS
 KH0675  HISTORY     - 1971     GOOD             NGS
 KH0675  HISTORY     - 1979     GOOD             NGS
 KH0675  HISTORY     - 19930803 GOOD             NGS
 KH0675
 KH0675                          STATION DESCRIPTION
 KH0675
 KH0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0675'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF THE CITY, IT
 KH0675'IS 100 FEET WEST OF STATE HIGHWAY 27 AND 100 FEET NORTH OF
 KH0675'THE DRIVEWAY INTO THE AIRPORT.  IT IS A REVOLVING LIGHT ON THE
 KH0675'TOP OF A FOUR LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT
 KH0675'IS 50 FEET.
 KH0675'
 KH0675'TO REACH FROM THE POST OFFICE IN GOODLAND, GO EAST 2 BLOCKS
 KH0675'TO STATE HIGHWAY 27, TURN LEFT AND GO 1.7 MILE TO THE BEACON
 KH0675'ON THE RIGHT AS DESCRIBED.
 KH0675
 KH0675                          STATION RECOVERY (1958)
 KH0675
 KH0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 KH0675'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 KH0675'DESCRIPTION IS ADEQUATE AND COMPLETE.
 KH0675
 KH0675                          STATION RECOVERY (1967)
 KH0675
 KH0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHR)
 KH0675'THE STATION IS LOCATED ON THE NORTH SIDE OF THE CITY, 100 FT.
 KH0675'EAST OF STATE HIGHWAY 27 AND 100 FT. NORTH OF THE DRIVEWAY
 KH0675'INTO THE AIRPORT.  ITTIS A REVOLVING LIGHT ON TOP OF A FOUR
 KH0675'LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 50 FEET.
 KH0675'
 KH0675'TO REACH FROM THE POST OFFICE IN GOODLAND, GO EAST TWO BLOCKS
 KH0675'TO STATE HIGHWAY 27, TURN LEFT AND GO 1.7 MILES TO THE BEACON
 KH0675'ON THE RIGHT AS DESCRIBED.
 KH0675'
 KH0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.7 MILES
 KH0675'NORTH
 KH0675
 KH0675                          STATION RECOVERY (1971)
 KH0675
 KH0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WTJ)
 KH0675'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KH0675'
 KH0675'NOTE--AIRPORT IS NOW RENNER FIELD (GOODLAND MUNICIPAL)
 KH0675
 KH0675                          STATION RECOVERY (1979)
 KH0675
 KH0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RPD)
 KH0675'RECOVERED AS DESCRIBED.
 KH0675'
 KH0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RENNER FIELD
 KH0675'(GOODLAND MUNICIPAL AIRPORT).
 KH0675
 KH0675                          STATION RECOVERY (1993)
 KH0675
 KH0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 KH0675'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF THE CITY.  IT IS 100
 KH0675'FT (30.5 M) EAST OF STATE HIGHWAY 27 AND 100 FT (30.5 M) NORTH OF THE
 KH0675'DRIVEWAY INTO THE AIRPORT.  IT IS A REVOLVING LIGHT ON THE TOP OF A
 KH0675'FOUR-LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT IS 50 FT (15.2 M)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0678 ***********************************************************************
 KH0678  DESIGNATION -  GOODLAND MUNICIPAL STANDPIPE
 KH0678  PID         -  KH0678
 KH0678  STATE/COUNTY-  KS/SHERMAN
 KH0678  USGS QUAD   -  GOODLAND (1974)
 KH0678
 KH0678                         *CURRENT SURVEY CONTROL
 KH0678  ___________________________________________________________________
 KH0678* NAD 83(1997)-  39 20 59.63298(N)    101 42 49.50740(W)     ADJUSTED  
 KH0678* NAVD 88     -                                                        
 KH0678  ___________________________________________________________________
 KH0678  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 KH0678  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 KH0678
 KH0678  HORZ ORDER  -  THIRD
 KH0678
 KH0678.The horizontal coordinates were established by classical geodetic methods
 KH0678.and adjusted by the National Geodetic Survey in October 1998..
 KH0678
 KH0678
 KH0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0678
 KH0678.The geoid height was determined by GEOID03.
 KH0678
 KH0678;                    North         East     Units Scale Factor Converg.
 KH0678;SPC KS N     -   119,413.775    79,984.565   MT  0.99995834   -2 20 59.1
 KH0678;UTM  14      - 4,359,119.089   266,155.891   MT  1.00027334   -1 43 17.2
 KH0678
 KH0678                          SUPERSEDED SURVEY CONTROL
 KH0678
 KH0678  NAD 83(1986)-  39 20 59.63269(N)    101 42 49.50660(W) AD(       ) 4
 KH0678  NAD 27      -  39 20 59.63700(N)    101 42 47.88200(W) AD(       ) 3
 KH0678
 KH0678.Superseded values are not recommended for survey control.
 KH0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0678.See file dsdata.txt to determine how the superseded data were derived.
 KH0678
 KH0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6615659119(NAD 83)
 KH0678_MARKER: 52 = STANDPIPE TANK
 KH0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0678+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KH0678
 KH0678  HISTORY     - Date     Condition        Report By
 KH0678  HISTORY     - 1933     FIRST OBSERVED   CGS
 KH0678  HISTORY     - 1951     GOOD             CGS
 KH0678  HISTORY     - 1958     GOOD             CGS
 KH0678  HISTORY     - 1967     GOOD             CGS
 KH0678  HISTORY     - 20030712 GOOD             USPSQD
 KH0678
 KH0678                          STATION DESCRIPTION
 KH0678
 KH0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0678'THE STATION IS A CYLINDRICAL STEEL STRUCTURE WITH A CONICAL
 KH0678'ROOF AND HAS A FINIAL AT THE APEX.  IT IS PAINTED SILVER, IS
 KH0678'20.0 FEET IN DIAMETER AND HAS AN OVER-ALL HEIGHT OF 100.0 FEET.
 KH0678'
 KH0678'IT IS LOCATED ON CITY PROPERTY NEAR THE NORTHWEST CORNER OF THE
 KH0678'BUSINESS DISTRICT IN GOODLAND, 160.0 FEET WEST OF THE CENTER
 KH0678'OF CENTER STREET, 94.0 FEET SOUTH OF THE CENTER OF 9TH STREET
 KH0678'AND 60.0 FEET WEST OF A BRICK PUMPING STATION.
 KH0678'
 KH0678'THE POINT OBSERVED UPON WAS THE FINIAL AT THE APEX OF THE ROOF.
 KH0678
 KH0678                          STATION RECOVERY (1958)
 KH0678
 KH0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 KH0678'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 KH0678'R.L.E. IN 1951.  THE DESCRIPTION IS ADEQUATE.
 KH0678
 KH0678                          STATION RECOVERY (1967)
 KH0678
 KH0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHR)
 KH0678'THE STATION IS IN GOOD CONDITION AND WAS RECOVERED AS DESCRIBED
 KH0678'IN 1951.
 KH0678'
 KH0678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GOODLAND,
 KH0678'KANSAS.
 KH0678
 KH0678                          STATION RECOVERY (2003)
 KH0678
 KH0678'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KH0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0679 ***********************************************************************
 KH0679  DESIGNATION -  GOODLAND MUNICIPAL TANK
 KH0679  PID         -  KH0679
 KH0679  STATE/COUNTY-  KS/SHERMAN
 KH0679  USGS QUAD   -  GOODLAND (1974)
 KH0679
 KH0679                         *CURRENT SURVEY CONTROL
 KH0679  ___________________________________________________________________
 KH0679* NAD 83(1997)-  39 20 30.12701(N)    101 42 16.12188(W)     ADJUSTED  
 KH0679* NAVD 88     -                                                        
 KH0679  ___________________________________________________________________
 KH0679  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 KH0679  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KH0679
 KH0679  HORZ ORDER  -  THIRD
 KH0679
 KH0679.The horizontal coordinates were established by classical geodetic methods
 KH0679.and adjusted by the National Geodetic Survey in October 1998..
 KH0679
 KH0679
 KH0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0679
 KH0679.The geoid height was determined by GEOID03.
 KH0679
 KH0679;                    North         East     Units Scale Factor Converg.
 KH0679;SPC KS N     -   118,471.894    80,746.030   MT  0.99995811   -2 20 38.0
 KH0679;UTM  14      - 4,358,185.325   266,927.882   MT  1.00026890   -1 42 54.9
 KH0679
 KH0679                          SUPERSEDED SURVEY CONTROL
 KH0679
 KH0679  NAD 83(1986)-  39 20 30.12666(N)    101 42 16.12089(W) AD(       ) 4
 KH0679  NAD 27      -  39 20 30.12600(N)    101 42 14.50300(W) AD(       ) 3
 KH0679
 KH0679.Superseded values are not recommended for survey control.
 KH0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0679.See file dsdata.txt to determine how the superseded data were derived.
 KH0679
 KH0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6692858185(NAD 83)
 KH0679_MARKER: 53 = ELEVATED TANK
 KH0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0679+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KH0679
 KH0679  HISTORY     - Date     Condition        Report By
 KH0679  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0679  HISTORY     - 1958     GOOD             CGS
 KH0679  HISTORY     - 1967     GOOD             CGS
 KH0679  HISTORY     - 1974     GOOD             USAF
 KH0679  HISTORY     - 1979     GOOD             NGS
 KH0679  HISTORY     - 20030712 GOOD             USPSQD
 KH0679
 KH0679                          STATION DESCRIPTION
 KH0679
 KH0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0679'THE STATION IS A SIX LEGGED STEEL STRUCTURE SUPPORTING THE
 KH0679'TANK PROPER AND HAS A CONICAL ROOF WITH A BALL AT THE APEX.
 KH0679'IT IS PAINTED SILVER AND HAS GOODLAND PAINTED IN BLACK ON THE
 KH0679'SOUTH SIDE.  IT HAS AN OVER-ALL HEIGHT OF 125.0 FEET.
 KH0679'
 KH0679'IT IS LOCATED IN THE SOUTHEAST CORNER OF GOODLAND IN A PARK
 KH0679'AREA, JUST WEST OF THE BALL PARK AND EAST OF THE MUNICIPAL
 KH0679'POWER PLANT.
 KH0679'
 KH0679'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
 KH0679
 KH0679                          STATION RECOVERY (1958)
 KH0679
 KH0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 KH0679'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KH0679
 KH0679                          STATION RECOVERY (1967)
 KH0679
 KH0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHR)
 KH0679'THE STATION WAS RECOVERED AS DESCRIBED IN 1951.
 KH0679'
 KH0679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GOODLAND,
 KH0679'KANSAS
 KH0679
 KH0679                          STATION RECOVERY (1974)
 KH0679
 KH0679'RECOVERY NOTE BY US AIR FORCE 1974
 KH0679'THE WATER TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KH0679
 KH0679                          STATION RECOVERY (1979)
 KH0679
 KH0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RPD)
 KH0679'RECOVERED AS DESCRIBED.
 KH0679'
 KH0679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GOODLAND.
 KH0679
 KH0679                          STATION RECOVERY (2003)
 KH0679
 KH0679'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KH0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0692 ***********************************************************************
 KH0692  DESIGNATION -  GOODLAND RADIO STA KWGB TOWER
 KH0692  PID         -  KH0692
 KH0692  STATE/COUNTY-  KS/SHERMAN
 KH0692  USGS QUAD   -  RULETON SE (1974)
 KH0692
 KH0692                         *CURRENT SURVEY CONTROL
 KH0692  ___________________________________________________________________
 KH0692* NAD 83(1997)-  39 20 04.19050(N)    101 45 29.95743(W)     ADJUSTED  
 KH0692* NAVD 88     -                                                        
 KH0692  ___________________________________________________________________
 KH0692  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 KH0692  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 KH0692
 KH0692  HORZ ORDER  -  THIRD
 KH0692
 KH0692.The horizontal coordinates were established by classical geodetic methods
 KH0692.and adjusted by the National Geodetic Survey in October 1998..
 KH0692
 KH0692
 KH0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0692
 KH0692.The geoid height was determined by GEOID03.
 KH0692
 KH0692;                    North         East     Units Scale Factor Converg.
 KH0692;SPC KS N     -   117,863.953    76,075.252   MT  0.99995792   -2 22 40.6
 KH0692;UTM  14      - 4,357,525.956   262,262.543   MT  1.00029595   -1 44 57.0
 KH0692
 KH0692                          SUPERSEDED SURVEY CONTROL
 KH0692
 KH0692  NAD 83(1986)-  39 20 04.19006(N)    101 45 29.95621(W) AD(       ) 4
 KH0692  NAD 27      -  39 20 04.18900(N)    101 45 28.33000(W) AD(       ) 3
 KH0692
 KH0692.Superseded values are not recommended for survey control.
 KH0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0692.See file dsdata.txt to determine how the superseded data were derived.
 KH0692
 KH0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6226357526(NAD 83)
 KH0692_MARKER: 43 = RADIO/TV TOWER
 KH0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0692+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KH0692
 KH0692  HISTORY     - Date     Condition        Report By
 KH0692  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0692  HISTORY     - 1958     GOOD             CGS
 KH0692  HISTORY     - 1967     GOOD             CGS
 KH0692  HISTORY     - 1979     GOOD             NGS
 KH0692  HISTORY     - 20030712 GOOD             USPSQD
 KH0692
 KH0692                          STATION DESCRIPTION
 KH0692
 KH0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0692'THE STATION IS A SELF SUPPORTING, TAPERED, RECTANGULAR CROSS
 KH0692'SECTION STEEL STRUCTURE 14.0 FEET BY 14.0 FEET AT THE BASE
 KH0692'AND 1.0 FOOT BY 1.0 FOOT AT THE TOP AND HAS A RED FLASHING
 KH0692'LIGHT AT THE APEX.  IT IS PAINTED ALTERNATELY RED AND WHITE
 KH0692'AND HAS AN OVER-ALL HEIGHT OF 310.0 FEET.
 KH0692'
 KH0692'IT IS LOCATED ABOUT 2.5 MILES WEST OF THE CENTER OF GOODLAND,
 KH0692'1.7 MILES WEST OF THE JUNCTION OF U.S. HIGHWAY NO. 24 AND
 KH0692'STATE HIGHWAY NO. 27 AT THE SOUTHWEST CORNER OF GOODLAND, 670.0
 KH0692'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 24, 300.0 FEET SOUTH
 KH0692'OF A TRANSMITTER BUILDING AND IS SURROUNDED BY A WHITE PICKET
 KH0692'FENCE.
 KH0692'
 KH0692'THE POINT OBSERVED UPON WAS THE RED LIGHT AT THE APEX OF THE
 KH0692'TOWER.
 KH0692
 KH0692                          STATION RECOVERY (1958)
 KH0692
 KH0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 KH0692'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 KH0692'DESCRIBED.  THE EXISTANCE OF THE TOWER IN 1951 WAS VERIFIED.
 KH0692
 KH0692                          STATION RECOVERY (1967)
 KH0692
 KH0692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHR)
 KH0692'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  THE CALL
 KH0692'LETTERS FOR THE TOWER, HOWEVER, HAVE BEEN CHANGED FROM KWGB TO
 KH0692'KLOE
 KH0692'
 KH0692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 KH0692'WEST OF GOODLAND
 KH0692
 KH0692                          STATION RECOVERY (1979)
 KH0692
 KH0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RPD)
 KH0692'RECOVERED AS DESCRIBED.
 KH0692'
 KH0692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MI. WEST OF
 KH0692'GOODLAND.
 KH0692
 KH0692                          STATION RECOVERY (2003)
 KH0692
 KH0692'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KH0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0448 ***********************************************************************
 KH0448  DESIGNATION -  GOODLAND RM 1
 KH0448  PID         -  KH0448
 KH0448  STATE/COUNTY-  KS/SHERMAN
 KH0448  USGS QUAD   -  GOODLAND (1974)
 KH0448
 KH0448                         *CURRENT SURVEY CONTROL
 KH0448  ___________________________________________________________________
 KH0448* NAD 83(1986)-  39 18 27.     (N)    101 43 34.     (W)     SCALED    
 KH0448* NAVD 88     -      1129.546  (meters)    3705.85   (feet)  ADJUSTED  
 KH0448  ___________________________________________________________________
 KH0448  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KH0448  DYNAMIC HT  -        1128.592 (meters)    3702.72  (feet)  COMP
 KH0448  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 KH0448
 KH0448  VERT ORDER  -  SECOND    CLASS 0
 KH0448
 KH0448.The horizontal coordinates were scaled from a topographic map and have
 KH0448.an estimated accuracy of +/- 6 seconds.
 KH0448
 KH0448.The orthometric height was determined by differential leveling
 KH0448.and adjusted by the National Geodetic Survey in June 1991..
 KH0448
 KH0448.The geoid height was determined by GEOID03.
 KH0448
 KH0448.The dynamic height is computed by dividing the NAVD 88
 KH0448.geopotential number by the normal gravity value computed on the
 KH0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0448.degrees latitude (g = 980.6199 gals.).
 KH0448
 KH0448.The modeled gravity was interpolated from observed gravity values.
 KH0448
 KH0448;                    North         East    Units  Estimated Accuracy
 KH0448;SPC KS N     -   114,760.       78,730.      MT  (+/- 180 meters Scaled)
 KH0448
 KH0448                          SUPERSEDED SURVEY CONTROL
 KH0448
 KH0448  NGVD 29 (??/??/92) 1129.087  (m)         3704.35   (f) ADJ UNCH    2 0
 KH0448
 KH0448.Superseded values are not recommended for survey control.
 KH0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0448.See file dsdata.txt to determine how the superseded data were derived.
 KH0448
 KH0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ649544(NAD 83)
 KH0448_MARKER: DR = REFERENCE MARK DISK
 KH0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0448_STAMPING: GOODLAND NO 1 1933
 KH0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0448+STABILITY: SURFACE MOTION
 KH0448
 KH0448  HISTORY     - Date     Condition        Report By
 KH0448  HISTORY     - 1933     MONUMENTED       CGS
 KH0448  HISTORY     - 1966     GOOD             NGS
 KH0448
 KH0448                          STATION DESCRIPTION
 KH0448
 KH0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KH0448'3 MI S FROM GOODLAND.
 KH0448'105 YARDS SOUTH OF THE INTERSECTION OF THE EAST-AND-WEST
 KH0448'SECTION-LINE ROAD, 37 FEET WEST OF THE CENTER LINE OF THE
 KH0448'HIGHWAY, AND 1 FOOT WEST OF THE FENCE.  A STANDARD REFERENCE-MARK
 KH0448'DISK, STAMPED GOODLAND NO 1 1933 AND SET IN THE TOP OF A CONCRETE
 KH0448'POST PROJECTING 0.4 FOOT ABOVE GROUND.  NOTE-- IT IS 15 FEET
 KH0448'NORTH-NORTHWEST OF A TELEPHONE POLE AND 1 FOOT NORTH OF AN IRON
 KH0448'FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0449 ***********************************************************************
 KH0449  DESIGNATION -  GOODLAND RM 2
 KH0449  PID         -  KH0449
 KH0449  STATE/COUNTY-  KS/SHERMAN
 KH0449  USGS QUAD   -  GOODLAND (1974)
 KH0449
 KH0449                         *CURRENT SURVEY CONTROL
 KH0449  ___________________________________________________________________
 KH0449* NAD 83(1986)-  39 18 27.     (N)    101 43 34.     (W)     SCALED    
 KH0449* NAVD 88     -      1129.912  (meters)    3707.05   (feet)  ADJUSTED  
 KH0449  ___________________________________________________________________
 KH0449  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KH0449  DYNAMIC HT  -        1128.958 (meters)    3703.92  (feet)  COMP
 KH0449  MODELED GRAV-     979,743.8   (mgal)                       NAVD 88
 KH0449
 KH0449  VERT ORDER  -  SECOND    CLASS 0
 KH0449
 KH0449.The horizontal coordinates were scaled from a topographic map and have
 KH0449.an estimated accuracy of +/- 6 seconds.
 KH0449
 KH0449.The orthometric height was determined by differential leveling
 KH0449.and adjusted by the National Geodetic Survey in June 1991..
 KH0449
 KH0449.The geoid height was determined by GEOID03.
 KH0449
 KH0449.The dynamic height is computed by dividing the NAVD 88
 KH0449.geopotential number by the normal gravity value computed on the
 KH0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0449.degrees latitude (g = 980.6199 gals.).
 KH0449
 KH0449.The modeled gravity was interpolated from observed gravity values.
 KH0449
 KH0449;                    North         East    Units  Estimated Accuracy
 KH0449;SPC KS N     -   114,760.       78,730.      MT  (+/- 180 meters Scaled)
 KH0449
 KH0449                          SUPERSEDED SURVEY CONTROL
 KH0449
 KH0449  NGVD 29 (??/??/92) 1129.454  (m)         3705.55   (f) ADJ UNCH    2 0
 KH0449
 KH0449.Superseded values are not recommended for survey control.
 KH0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0449.See file dsdata.txt to determine how the superseded data were derived.
 KH0449
 KH0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ649544(NAD 83)
 KH0449_MARKER: DR = REFERENCE MARK DISK
 KH0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0449_STAMPING: GOODLAND NO 2 1933
 KH0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0449+STABILITY: SURFACE MOTION
 KH0449
 KH0449  HISTORY     - Date     Condition        Report By
 KH0449  HISTORY     - 1933     MONUMENTED       CGS
 KH0449  HISTORY     - 1966     GOOD             NGS
 KH0449
 KH0449                          STATION DESCRIPTION
 KH0449
 KH0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KH0449'3 MI S FROM GOODLAND.
 KH0449'AT THE INTERSECTION OF AN EAST-AND-WEST SECTION-LINE ROAD, 85
 KH0449'YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH OF
 KH0449'THE CENTER LINE OF THE SECTION-LINE ROAD, AND 2.3 FEET NORTH
 KH0449'OF A FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED GOODLAND
 KH0449'NO 2 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 KH0449'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0130 ***********************************************************************
 JH0130  DESIGNATION -  GOPHER
 JH0130  PID         -  JH0130
 JH0130  STATE/COUNTY-  KS/LOGAN
 JH0130  USGS QUAD   -  RUSSELL SPRINGS (1972)
 JH0130
 JH0130                         *CURRENT SURVEY CONTROL
 JH0130  ___________________________________________________________________
 JH0130* NAD 83(1997)-  38 59 27.31256(N)    101 09 31.47136(W)     ADJUSTED  
 JH0130* NAVD 88     -       983.449  (meters)    3226.53   (feet)  ADJUSTED  
 JH0130  ___________________________________________________________________
 JH0130  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 JH0130  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JH0130  DYNAMIC HT  -         982.642 (meters)    3223.88  (feet)  COMP
 JH0130  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 JH0130
 JH0130  HORZ ORDER  -  FIRST
 JH0130  VERT ORDER  -  SECOND    CLASS 0
 JH0130
 JH0130.The horizontal coordinates were established by classical geodetic methods
 JH0130.and adjusted by the National Geodetic Survey in October 1998..
 JH0130
 JH0130.The orthometric height was determined by differential leveling
 JH0130.and adjusted by the National Geodetic Survey in June 1991..
 JH0130
 JH0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0130
 JH0130.The geoid height was determined by GEOID03.
 JH0130
 JH0130.The dynamic height is computed by dividing the NAVD 88
 JH0130.geopotential number by the normal gravity value computed on the
 JH0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0130.degrees latitude (g = 980.6199 gals.).
 JH0130
 JH0130.The modeled gravity was interpolated from observed gravity values.
 JH0130
 JH0130;                    North         East     Units Scale Factor Converg.
 JH0130;SPC KS N     -    77,771.492   126,399.069   MT  0.99996707   -1 59 54.9
 JH0130;UTM  14      - 4,317,985.667   313,037.541   MT  1.00003043   -1 21 31.2
 JH0130
 JH0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0130!SPC KS N     -   0.99984956  x   0.99996707  =   0.99981664
 JH0130!UTM  14      -   0.99984956  x   1.00003043  =   0.99987999
 JH0130
 JH0130|---------------------------------------------------------------------|
 JH0130| PID    Reference Object                     Distance      Geod. Az  |
 JH0130|                                                           dddmmss.s |
 JH0130| CM8180 GOPHER RM                           230.246 METERS 12431     |
 JH0130| CM8181 GOPHER RM 2                         148.797 METERS 16057     |
 JH0130| CM8179 GOPHER AZ MK                                       3370404.1 |
 JH0130|---------------------------------------------------------------------|
 JH0130
 JH0130                          SUPERSEDED SURVEY CONTROL
 JH0130
 JH0130  NAD 83(1986)-  38 59 27.31495(N)    101 09 31.47484(W) AD(       ) 1
 JH0130  NAD 27      -  38 59 27.28326(N)    101 09 29.91439(W) AD(       ) 1
 JH0130  NGVD 29 (??/??/92)  983.082  (m)         3225.33   (f) ADJ UNCH    2 0
 JH0130
 JH0130.Superseded values are not recommended for survey control.
 JH0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0130.See file dsdata.txt to determine how the superseded data were derived.
 JH0130
 JH0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ1303817986(NAD 83)
 JH0130_MARKER: DB = BENCH MARK DISK
 JH0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0130_SP_SET: CONCRETE
 JH0130_STAMPING: GOPHER 1891
 JH0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0130
 JH0130  HISTORY     - Date     Condition        Report By
 JH0130  HISTORY     - 1891     MONUMENTED       CGS
 JH0130  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JH0130  HISTORY     - 1933     GOOD             CGS
 JH0130  HISTORY     - 1934     GOOD             CGS
 JH0130  HISTORY     - 1940     GOOD             CGS
 JH0130  HISTORY     - 1940     GOOD             NGS
 JH0130  HISTORY     - 1951     GOOD             CGS
 JH0130  HISTORY     - 1968     MARK NOT FOUND   USGS
 JH0130
 JH0130                          STATION DESCRIPTION
 JH0130
 JH0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JH0130'ABOUT 5 MILES NORTH OF RUSSELL SPRINGS AND 5-1/2 MILES SOUTHEAST
 JH0130'OF WINONA, IN THE NW1/4NW1/4SE1/4SE1/4SW1/4 SEC. 24, T. 12 S.,
 JH0130'R. 35 W., ON THE HIGHEST GROUND IN THE PASTURE OWNED (1891)
 JH0130'BY VINCENT W. BATTREALL, AND 1/3 MILE SOUTHWEST OF HIS HOUSE.
 JH0130'THE UNDERGROUND MARK IS A STONE JUG BURIED UPRIGHT, WITH MOUTH
 JH0130'3 TO 4 FEET BELOW THE SURFACE OF THE GROUND, THE CENTER OF THE
 JH0130'MOUTH MARKING THE STATION.  ABOVE THIS IS AN EARTHENWARE JAR,
 JH0130'BOTTOM UP, 2 TO 3 FEET BELOW THE SURFACE, A SMALL DRILL HOLE
 JH0130'IN THE BOTTOM MARKING THE STATION.  THE SURFACE MARK IS A TACK
 JH0130'IN THE TOP OF A WHITE-OAK POST 2 TO 2-1/2 FEET LONG.  ABOVE
 JH0130'THE JAR IS A CONCRETE BLOCK CONTAINING A STANDARD BRONZE
 JH0130'STATION TABLET 25 INCHES BELOW THE SURFACE.  THE STATION
 JH0130'MARK IS A STANDARD BRONZE TABLET IN CONCRETE 10 INCHES
 JH0130'BELOW THE SURFACE.  BROKEN CROCKERY IS MIXED WITH THE DIRT OVER
 JH0130'THE STATION MARK.  A STANDARD BRONZE REFERENCE TABLET IN A
 JH0130'BLOCK OF CONCRETE IS AT THE SOUTH SIDE CENTER OF SECTION
 JH0130'24, ON THE 1/2 SECTION LINE, ON THE NORTH SIDE OF THE ROADWAY,
 JH0130'230.28 METERS (755.5 FEET) S.  70 DEG E. (MAGNETIC) FROM THE
 JH0130'STATION.  ADDITIONAL REFERENCES ARE AS FOLLOWS--NORTH AND
 JH0130'SOUTH HALF-SECTION LINE OF SEC. 24, 188.1 METERS (617 FEET),
 JH0130'EAST.  SOUTH LINE OF SEC. 24, 132.6 METERS (435 FEET),
 JH0130'SOUTH.
 JH0130
 JH0130                          STATION RECOVERY (1933)
 JH0130
 JH0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0130'ABOUT 6 MILES NORTH OF RUSSELL SPRINGS IN THE SOUTHWEST QUARTER
 JH0130'SEC. 24, T. 12 S., R. 35 W., ON A FLAT PLATEAU, SLOPING GENTLY TO
 JH0130'NORTHEAST.  STATION IS ABOUT 430 FEET NORTH OF SOUTH LINE OF
 JH0130'SECTION 24 AND ABOUT 620 FEET WEST OF AN OLD ROAD ON NORTH AND
 JH0130'SOUTH HALF-SECTION LINE SECTION 24 AND ABOUT 770 FEET NORTHWEST
 JH0130'OF A CONCRETE REFERENCE MARK WITH BRONZE TABLET DATED 1891,
 JH0130'IN NORTH-AND-SOUTH FENCE LINE ON HALF-SECTION LINE OF SECTION
 JH0130'24.  STATION MARK IS A STANDARD BRONZE TABLET SET IN CONCRETE
 JH0130'AND ABOUT 10 INCHES BELOW SURFACE OF GROUND.
 JH0130'
 JH0130'REACHED FROM RUSSELL SPRINGS BY COUNTY HIGHWAY 452 NORTH FROM
 JH0130'EAST SIDE OF TOWN 0.4 MILE TO POINT WHERE HIGHWAY TURNS EAST,
 JH0130'CONTINUE STRAIGHT NORTH ON DIRT ROAD 5.0 MILES TO SECTION CORNER
 JH0130'NEAR WHITE HOUSE ON LEFT SIDE OF ROAD.  TURN EAST ON WAGON TRACK
 JH0130'INTO OPEN PASTURE NORTHEAST OF HOUSE AND DRIVE ACROSS PASTURE
 JH0130'EAST-NORTHEAST 0.5 MILE TO STATION.
 JH0130'
 JH0130'STATION FOUND AS DESCRIBED IN GOOD CONDITION.
 JH0130'
 JH0130'NOT VISITED BY OBSERVING PARTY, LIGHTKEEPER ONLY.
 JH0130
 JH0130                          STATION RECOVERY (1934)
 JH0130
 JH0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JH0130'THIS STATION HAS BEEN OCCUPIED RECENTLY.
 JH0130'
 JH0130'ABOUT 4-1/2 MILES EAST AND 4-1/2 MILES SOUTH OF WINONA AND ABOUT
 JH0130'5-1/2 MILES NORTH OF RUSSELL SPRINGS, ABOUT 1-1/2 MILES EAST
 JH0130'OF STATE HIGHWAY 25, IN THE NW1/4NW1/4SE1/4SE1/4NE1/4 SEC. 24,
 JH0130'T. 12 S., R. 35 W., ON THE HIGHEST GROUND IN A PASTURE OWNED BY
 JH0130'JAMES STROCK OF DENVER, COLORADO.
 JH0130
 JH0130                          STATION RECOVERY (1940)
 JH0130
 JH0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 JH0130'STATION IS IN THE SOUTHWEST QUARTER, SEC. 24, T. 12 S., R. 35 W.,
 JH0130'ON THE HIGHEST GROUND IN VICINITY IN PASTURE LAND SLOPING GENTLY
 JH0130'DOWN TO THE SOUTHWEST.  ABOUT 6 MILES NORTH OF RUSSELL SPRINGS.
 JH0130'ABOUT 5.5 MILES SOUTHEAST OF WINONA.
 JH0130'
 JH0130'TO REACH FROM THE COURTHOUSE IN RUSSELL SPRINGS, PROCEED
 JH0130'NORTHWESTERLY ALONG STATE HIGHWAY 25, GO 5.4 MILES.  TURN RIGHT
 JH0130'(EAST) AT SECTION CORNER ONTO A GRADED DIRT ROAD, FOLLOW EASTERLY
 JH0130'ALONG THIS GRADED ROAD AND AN UNGRADED ROAD, GO 1.0 MILE.  CROSS
 JH0130'T-ROAD INTERSECTION WHICH IS NEAR A WHITE HOUSE.  CONTINUE
 JH0130'EASTERLY THROUGH GATE INTO PASTURE AND FOLLOW TRACK ROAD
 JH0130'EAST-NORTHEASTERLY, GO 0.4 MILE TO STATION.
 JH0130'
 JH0130'STATION IS 617 FEET WEST OF A DIM NORTH-SOUTH ROAD ON THE
 JH0130'HALF-SECTION LINE, SECTION 24.  435 FEET NORTH OF THE SOUTH LINE
 JH0130'OF SECTION 24.  STANDARD TRIANGULATION STATION DISK IN CONCRETE
 JH0130'BLOCK BURIED 10 INCHES, STAMPED GOPHER 1891.
 JH0130'
 JH0130'UNDERGROUND MARK IS STANDARD BRONZE STATION TABLET IN CONCRETE
 JH0130'BLOCK 25 INCHES BELOW SURFACE, STAMPED GOPHER 1891.
 JH0130'
 JH0130'UNDERGROUND MARK IS A STONE JUG BURIED UPRIGHT, WITH MOUTH 3
 JH0130'TO 4 FEET BELOW THE SURFACE OF THE GROUND, THE CENTER OF THE
 JH0130'MOUTH MARKING THE STATION.
 JH0130'
 JH0130'REFERENCE MARK IS IN THE NORTH-SOUTH HALF-SECTION LINE.  755.5
 JH0130'FEET SOUTH 70 DEGREES EAST OF THE STATION.  27 YARDS NORTH OF
 JH0130'THE SOUTH LINE OF SECTION 24.  STANDARD TRIANGULATION REFERENCE
 JH0130'MARK DISK IN CONCRETE POST PROJECTING 0.5 FOOT, STAMPED GOPHER
 JH0130'1891.
 JH0130'
 JH0130'STATION WAS RECOVERED IN 1922, 1933, AND WAS FOUND IN GOOD
 JH0130'CONDITION IN 1940.
 JH0130
 JH0130                          STATION RECOVERY (1940)
 JH0130
 JH0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 JH0130'6.8 MI NE FROM RUSSELL SPRINGS.
 JH0130'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0130'NORTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 5.4 MILES, TURN
 JH0130'RIGHT (EAST) AT SECTION CORNER AND FOLLOW GRADED DIRT ROAD AND
 JH0130'UNGRADED DIRT ROAD, GO 1.0 MILE, CROSS T-ROAD INTERSECTION
 JH0130'WHICH IS NEAR A WHITE HOUSE, CONTINUE EASTERLY THROUGH GATE
 JH0130'INTO PASTURE AND FOLLOW TRACK ROAD EAST-NORTHEASTERLY, GO
 JH0130'0.4 MILE TO STATION.  STD. TRIANGULATION STATION DISK IN CONCRETE
 JH0130'BLOCK.  STAMPED GOPHER 1891.  BENCH MARK IS ON THE HIGHEST GROUND
 JH0130'OF A PASTURE, IN THE SOUTHWEST 1/4-SECTION OF SECTION 24,
 JH0130'T 12 S., R 35 W, 770 FEET NORTHWEST OF THE REFERENCE MARK,
 JH0130'620 FEET WEST OF A DIM NORTH-SOUTH ROAD ALONG THE 1/2-SECTION
 JH0130'LINE, 430 FEET NORTH OF THE SOUTH LINE OF SECTION 24.  BURIED
 JH0130'ABOUT 10 INCHES.
 JH0130
 JH0130                          STATION RECOVERY (1951)
 JH0130
 JH0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 JH0130'THE STATION AND REFERENCE MARK WERE RECOVERED AND FOUND IN GOOD
 JH0130'CONDITION.  REFERENCE MARK NO. 2 AND AN AZIMUTH MARK WAS
 JH0130'ESTABLISHED BY THIS PARTY.  FOLLOWING IS A NEW AND COMPLETE
 JH0130'DESCRIPTION--
 JH0130'
 JH0130'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF PAGE CITY, ABOUT
 JH0130'6 MILES SOUTHEAST OF WINONA AND IS ON LAND OWNED BY MR. W.J.
 JH0130'BERNDT.  IT IS SITUATED ON THE SUMMIT OF A LOW RISE IN A PASTURE,
 JH0130'5 FEET EAST OF A WITNESS POST.  IT IS STAMPED GOPHER 1891 AND
 JH0130'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.
 JH0130'
 JH0130'THE 1891 REFERENCE MARK IS LOCATED OUT IN THE OPEN PASTURE, ABOUT
 JH0130'4 FEET LOWER THAN THE STATION.  IT IS STAMPED GOPHER 1891 AND
 JH0130'PROJECTS 4 INCHES.  NOTE 11A.
 JH0130'
 JH0130'REFERENCE MARK NO. 2 IS SET AT A T-FENCE CORNER.  IT IS STAMPED
 JH0130'GOPHER NO 2 1951 AND PROJECTS 4 INCHES.
 JH0130'
 JH0130'THE AZIMUTH MARK IS LOCATED 60 FEET SOUTHWEST FROM THE CENTER OF
 JH0130'A CROSSROAD INTERSECTION, 6 FEET SOUTH OF A FENCE CORNER AND 4
 JH0130'FEET SOUTH OF A WITNESS POST.  IT IS STAMPED GOPHER 1951 AND
 JH0130'PROJECTS 4 INCHES.
 JH0130'
 JH0130'TO REACH THE STATION FROM THE DEPOT IN PAGE CITY, GO WEST ON
 JH0130'U.S. HIGHWAY 40 FOR 0.8 MILE TO A CROSSROAD, TURN LEFT AND GO
 JH0130'SOUTH ON A GRAVELED ROAD FOR 5.7 MILES TO A CROSSROAD AND THE
 JH0130'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE GRAVELED ROAD (SOUTH)
 JH0130'FOR 1.0 MILE TO A WIRE GATE ON THE LEFT, TURN LEFT THROUGH THE
 JH0130'GATE AND FOLLOW A TRACK ROAD FOR 0.5 MILE (EAST) TO A T-FENCE
 JH0130'CORNER AND REFERENCE MARK NO. 2 ON THE RIGHT.  THENCE TURN LEFT
 JH0130'AND GO NORTH-NORTHWEST FOR 0.1 MILE TO THE HIGHEST POINT OF
 JH0130'THE RISE AND THE STATION AS DESCRIBED.
 JH0130
 JH0130                          STATION RECOVERY (1968)
 JH0130
 JH0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (MEF)
 JH0130'REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS
 JH0130'DESCRIBED.  DISTANCES AND DIRECTION TO REFERENCE MARKS AND AZIMUTH
 JH0130'MARK CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 JH0130'
 JH0130'DIRECTION AND DISTANCES ABOUT 7 MILES SOUTH OF PAGE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0131 ***********************************************************************
 JH0131  DESIGNATION -  GOPHER RM
 JH0131  PID         -  JH0131
 JH0131  STATE/COUNTY-  KS/LOGAN
 JH0131  USGS QUAD   -  RUSSELL SPRINGS (1972)
 JH0131
 JH0131                         *CURRENT SURVEY CONTROL
 JH0131  ___________________________________________________________________
 JH0131* NAD 83(1986)-  38 59 27.     (N)    101 09 31.     (W)     SCALED    
 JH0131* NAVD 88     -       981.624  (meters)    3220.54   (feet)  ADJUSTED  
 JH0131  ___________________________________________________________________
 JH0131  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JH0131  DYNAMIC HT  -         980.818 (meters)    3217.90  (feet)  COMP
 JH0131  MODELED GRAV-     979,773.3   (mgal)                       NAVD 88
 JH0131
 JH0131  VERT ORDER  -  SECOND    CLASS 0
 JH0131
 JH0131.The horizontal coordinates were scaled from a topographic map and have
 JH0131.an estimated accuracy of +/- 6 seconds.
 JH0131
 JH0131.The orthometric height was determined by differential leveling
 JH0131.and adjusted by the National Geodetic Survey in June 1991..
 JH0131
 JH0131.The geoid height was determined by GEOID03.
 JH0131
 JH0131.The dynamic height is computed by dividing the NAVD 88
 JH0131.geopotential number by the normal gravity value computed on the
 JH0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0131.degrees latitude (g = 980.6199 gals.).
 JH0131
 JH0131.The modeled gravity was interpolated from observed gravity values.
 JH0131
 JH0131;                    North         East    Units  Estimated Accuracy
 JH0131;SPC KS N     -    77,760.      126,410.      MT  (+/- 180 meters Scaled)
 JH0131
 JH0131                          SUPERSEDED SURVEY CONTROL
 JH0131
 JH0131  NGVD 29 (??/??/92)  981.257  (m)         3219.34   (f) ADJ UNCH    2 0
 JH0131
 JH0131.Superseded values are not recommended for survey control.
 JH0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0131.See file dsdata.txt to determine how the superseded data were derived.
 JH0131
 JH0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ130179(NAD 83)
 JH0131_MARKER: DB = BENCH MARK DISK
 JH0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0131_STAMPING: GOPHER 1891
 JH0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0131+STABILITY: SURFACE MOTION
 JH0131
 JH0131  HISTORY     - Date     Condition        Report By
 JH0131  HISTORY     - 1891     MONUMENTED       CGS
 JH0131  HISTORY     - 1940     GOOD             NGS
 JH0131
 JH0131                          STATION DESCRIPTION
 JH0131
 JH0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0131'6.9 MI NE FROM RUSSELL SPRINGS.
 JH0131'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0131'NORTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 5.4 MILES, TURN
 JH0131'RIGHT (EAST) AT SECTION CORNER AND FOLLOW GRADED DIRT ROAD AND
 JH0131'UNGRADED DIRT ROAD, GO 1.0 MILE, CROSS T-ROAD INTERSECTION
 JH0131'WHICH IS NEAR A WHITE HOUSE, CONTINUE EASTERLY THROUGH GATE
 JH0131'INTO PASTURE AND FOLLOW TRACK ROAD EAST-NORTHEASTERLY, GO
 JH0131'0.5 MILE.  REFERENCE MARK IS IN THE SOUTHWEST 1/4-SECTION OF
 JH0131'SECTION 24, T 12 S., R 35 W, IN THE NORTH-SOUTH 1/2-SECTION
 JH0131'LINE OF SECTION 24, 770 FEET SOUTHEAST OF STATION GOPHER 1891,
 JH0131'27 YARDS NORTH OF THE SOUTH LINE OF SECTION NO. 24.  MONUMENT
 JH0131'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1177 ***********************************************************************
 HF1177  DESIGNATION -  GORDON
 HF1177  PID         -  HF1177
 HF1177  STATE/COUNTY-  KS/BUTLER
 HF1177  USGS QUAD   -  GORDON (1979)
 HF1177
 HF1177                         *CURRENT SURVEY CONTROL
 HF1177  ___________________________________________________________________
 HF1177* NAD 83(1997)-  37 35 18.09129(N)    096 58 51.29932(W)     ADJUSTED  
 HF1177* NAVD 88     -       392.     (meters)    1286.     (feet)  SCALED    
 HF1177  ___________________________________________________________________
 HF1177  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 HF1177  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 HF1177
 HF1177  HORZ ORDER  -  THIRD
 HF1177
 HF1177.The horizontal coordinates were established by classical geodetic methods
 HF1177.and adjusted by the National Geodetic Survey in October 1998..
 HF1177
 HF1177.The orthometric height was scaled from a topographic map.
 HF1177
 HF1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1177
 HF1177.The geoid height was determined by GEOID03.
 HF1177
 HF1177;                    North         East     Units Scale Factor Converg.
 HF1177;SPC KS S     -   503,386.517   534,154.864   MT  0.99995234   +0 56 00.7
 HF1177;UTM  14      - 4,162,060.583   678,265.967   MT  0.99999145   +1 13 55.0
 HF1177
 HF1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1177!SPC KS S     -   0.99994303  x   0.99995234  =   0.99989537
 HF1177!UTM  14      -   0.99994303  x   0.99999145  =   0.99993448
 HF1177
 HF1177|---------------------------------------------------------------------|
 HF1177| PID    Reference Object                     Distance      Geod. Az  |
 HF1177|                                                           dddmmss.s |
 HF1177| CL5284 GORDON RM 1                          33.540 METERS 05322     |
 HF1177| CL5285 GORDON RM 2                          21.680 METERS 17854     |
 HF1177| CL5283 GORDON AZ MK                                       1853509.5 |
 HF1177| HF1206 DOUGLASS TANK                       APPROX. 7.9 KM 2031045.6 |
 HF1177|---------------------------------------------------------------------|
 HF1177
 HF1177                          SUPERSEDED SURVEY CONTROL
 HF1177
 HF1177  NAD 83(1997)-  37 35 18.09571(N)    096 58 51.28990(W) AD(       ) 3
 HF1177  NAD 83(1986)-  37 35 18.10339(N)    096 58 51.29236(W) AD(       ) 3
 HF1177  NAD 27      -  37 35 18.03617(N)    096 58 50.16003(W) AD(       ) 3
 HF1177
 HF1177.Superseded values are not recommended for survey control.
 HF1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1177.See file dsdata.txt to determine how the superseded data were derived.
 HF1177
 HF1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7826662061(NAD 83)
 HF1177_MARKER: DS = TRIANGULATION STATION DISK
 HF1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1177
 HF1177  HISTORY     - Date     Condition        Report By
 HF1177  HISTORY     - 1957     MONUMENTED       CGS
 HF1177
 HF1177                          STATION DESCRIPTION
 HF1177
 HF1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1177'THE STATION IS LOCATED ALONG THE EAST SIDE OF U.S. HIGHWAY 77,
 HF1177'ABOUT 5 MILES NORTHEAST OF THE TOWN OF DOUGLASS, 6 MILES SOUTH
 HF1177'OF THE TOWN OF AUGUSTA, 90 FEET SOUTH OF THE CENTERLINE OF
 HF1177'A EAST-WEST GRAVELED ROAD, 61 FEET EAST OF THE CENTERLINE OF
 HF1177'U.S. HIGHWAY 77 AND 7 FEET SOUTH SOUTHWEST OF A WHITE WITNESS
 HF1177'POST.
 HF1177'
 HF1177'TO REACH, FROM THE TOWN OF DOUGLASS, GO NORTH, ON U.S. HIGHWAY
 HF1177'77, FOR 5.2 MILES TO THE AZIMUTH MARK, CONTINUE NORTH, ON U.S.
 HF1177'HIGHWAY 77, FOR 0.3 MILE TO CROSSROADS AND THE STATION.
 HF1177'
 HF1177'THE STATION MARK IS A STANDARD DISK, STAMPED GORDON 1957, SET
 HF1177'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1177'ABOUT 5 INCHES.
 HF1177'
 HF1177'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED GORDON NO
 HF1177'1 1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HF1177'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 3 FEET LOWER THAN
 HF1177'THE STATION.  IT IS LOCATED 23 FEET SOUTH OF THE CENTERLINE
 HF1177'OF THE EAST-WEST GRAVELED ROAD AND 17 INCHES SOUTH OF THE
 HF1177'EAST-WEST FENCELINE.
 HF1177'
 HF1177'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED GORDON NO
 HF1177'2 1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HF1177'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 2 FEET LOWER THAN THE
 HF1177'STATION.  IT IS LOCATED 62 FEET EAST OF THE CENTERLINE OF U.S.
 HF1177'HIGHWAY 77 AND 12 INCHES WEST OF THE NORTH-SOUTH FENCELINE.
 HF1177'
 HF1177'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GORDON 1957, SET
 HF1177'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1177'ABOUT 6 INCHES.  IT IS LOCATED 100 FEET WEST OF THE CENTERLINE
 HF1177'OF U.S. HIGHWAY 77 AND 12 INCHES EAST OF THE NORTH-SOUTH
 HF1177'FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0820 ***********************************************************************
 JG0820  DESIGNATION -  GORHAM ELEVATOR
 JG0820  PID         -  JG0820
 JG0820  STATE/COUNTY-  KS/RUSSELL
 JG0820  USGS QUAD   -  GORHAM (1967)
 JG0820
 JG0820                         *CURRENT SURVEY CONTROL
 JG0820  ___________________________________________________________________
 JG0820* NAD 83(1997)-  38 52 52.70027(N)    099 01 22.95901(W)     ADJUSTED  
 JG0820* NAVD 88     -                                                        
 JG0820  ___________________________________________________________________
 JG0820  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JG0820  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0820
 JG0820  HORZ ORDER  -  THIRD
 JG0820
 JG0820.The horizontal coordinates were established by classical geodetic methods
 JG0820.and adjusted by the National Geodetic Survey in October 1998..
 JG0820
 JG0820
 JG0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0820
 JG0820.The geoid height was determined by GEOID03.
 JG0820
 JG0820;                    North         East     Units Scale Factor Converg.
 JG0820;SPC KS N     -    61,332.144   311,233.372   MT  0.99997751   -0 38 50.3
 JG0820;UTM  14      - 4,303,605.328   498,001.235   MT  0.99960005   -0 00 52.1
 JG0820
 JG0820                          SUPERSEDED SURVEY CONTROL
 JG0820
 JG0820  NAD 83(1986)-  38 52 52.70768(N)    099 01 22.95876(W) AD(       ) 4
 JG0820  NAD 27      -  38 52 52.66800(N)    099 01 21.62900(W) AD(       ) 3
 JG0820
 JG0820.Superseded values are not recommended for survey control.
 JG0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0820.See file dsdata.txt to determine how the superseded data were derived.
 JG0820
 JG0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ9800103605(NAD 83)
 JG0820_MARKER: 65 = GRAIN ELEVATOR
 JG0820
 JG0820  HISTORY     - Date     Condition        Report By
 JG0820  HISTORY     - 1892     FIRST OBSERVED   CGS
 JG0820  HISTORY     - 1934     GOOD             CGS
 JG0820
 JG0820                          STATION DESCRIPTION
 JG0820
 JG0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0820'GOOD.  IN THE NORTHEAST QUARTER OF SEC. 31, T. 13 S., R. 15 W.,
 JG0820'NORTH OF THE RAILWAY, AND ON THE EAST SIDE OF THE STREET ACROSS
 JG0820'FROM THE RAILWAY WINDMILL, OPERATED AS A FLOUR MILL BY THE HOFFMAN
 JG0820'AND KANSAS FLOUR MILL COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0783 ***********************************************************************
 HE0783  DESIGNATION -  GOUGH
 HE0783  PID         -  HE0783
 HE0783  STATE/COUNTY-  KS/NEOSHO
 HE0783  USGS QUAD   -  GALESBURG (1973)
 HE0783
 HE0783                         *CURRENT SURVEY CONTROL
 HE0783  ___________________________________________________________________
 HE0783* NAD 83(1997)-  37 28 15.01610(N)    095 17 30.52092(W)     ADJUSTED  
 HE0783* NAVD 88     -       319.24   (+/-2cm)    1047.4    (feet)  VERTCON   
 HE0783  ___________________________________________________________________
 HE0783  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HE0783  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HE0783
 HE0783  HORZ ORDER  -  SECOND
 HE0783  VERT ORDER  -  THIRD ? (See Below)
 HE0783
 HE0783.The horizontal coordinates were established by classical geodetic methods
 HE0783.and adjusted by the National Geodetic Survey in October 1998..
 HE0783
 HE0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0783.The vertical order pertains to the NGVD 29 superseded value.
 HE0783
 HE0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0783
 HE0783.The geoid height was determined by GEOID03.
 HE0783
 HE0783;                    North         East     Units Scale Factor Converg.
 HE0783;SPC KS S     -   494,132.773   683,730.185   MT  0.99996613   +1 58 17.5
 HE0783;UTM  15      - 4,149,572.618   297,333.694   MT  1.00010596   -1 23 41.0
 HE0783
 HE0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0783!SPC KS S     -   0.99995470  x   0.99996613  =   0.99992083
 HE0783!UTM  15      -   0.99995470  x   1.00010596  =   1.00006065
 HE0783
 HE0783:                Primary Azimuth Mark                     Grid Az
 HE0783:SPC KS S     -  ERIE MUNICIPAL TANK                      022 14 45.7
 HE0783:UTM  15      -  ERIE MUNICIPAL TANK                      025 36 44.2
 HE0783
 HE0783|---------------------------------------------------------------------|
 HE0783| PID    Reference Object                     Distance      Geod. Az  |
 HE0783|                                                           dddmmss.s |
 HE0783| HE0685 ERIE MUNICIPAL TANK                 APPROX.11.7 KM 0241303.2 |
 HE0783| CL5287 GOUGH RM 1                           21.511 METERS 04349     |
 HE0783| HE0683 ST PAUL MUNICIPAL TANK              APPROX.11.7 KM 0625113.1 |
 HE0783| HE0682 ST PAUL ST FRANCIS CATH CH CUP      APPROX.12.4 KM 0663137.2 |
 HE0783| CL5286 GOUGH AZ MK                                        0880710.9 |
 HE0783| HE0790 PARSONS ST PATRICKS CATH CH         APPROX.14.2 KM 1700120.8 |
 HE0783| HE0791 PARSONS MUNICIPAL TANK              APPROX.15.4 KM 1701642.8 |
 HE0783| CL5288 GOUGH RM 2                           23.783 METERS 30705     |
 HE0783|---------------------------------------------------------------------|
 HE0783
 HE0783                          SUPERSEDED SURVEY CONTROL
 HE0783
 HE0783  NAD 83(1997)-  37 28 15.02064(N)    095 17 30.52073(W) AD(       ) 2
 HE0783  NAD 83(1986)-  37 28 15.02683(N)    095 17 30.50902(W) AD(       ) 2
 HE0783  NAD 27      -  37 28 14.82560(N)    095 17 29.58958(W) AD(       ) 2
 HE0783  NGVD 29 (07/19/86)  319.10   (m)         1046.9    (f) LEVELING    3  
 HE0783
 HE0783.Superseded values are not recommended for survey control.
 HE0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0783.See file dsdata.txt to determine how the superseded data were derived.
 HE0783
 HE0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9733449573(NAD 83)
 HE0783_MARKER: DS = TRIANGULATION STATION DISK
 HE0783_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HE0783
 HE0783  HISTORY     - Date     Condition        Report By
 HE0783  HISTORY     - 1965     MONUMENTED       CGS
 HE0783  HISTORY     - 1966     GOOD             CGS
 HE0783
 HE0783                          STATION DESCRIPTION
 HE0783
 HE0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0783'THE STATION IS 9 MILES NORTH OF PARSONS, 7 MILES SOUTH-SOUTHWEST
 HE0783'OF ERIE, 1-1/4 MILE WEST OF U.S. HIGHWAY 59, IN THE NORTHEAST
 HE0783'QUARTER OF SECTION 2, T 30 S, R 19 E, ON PROPERTY OWNED BY MR.
 HE0783'HAROLD GOUGH.
 HE0783'
 HE0783'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160 AND
 HE0783'59, IN PARSONS, GO NORTH ON HIGHWAY 59 FOR 9.3 MILES TO A
 HE0783'CROSSROAD.  TURN LEFT AND GO WEST AS PER SIGN GALESBURG 5, ON A
 HE0783'SURFACED ROAD FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 HE0783'ON THE LEFT, IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 HE0783'CONTINUE WEST ON THE SURFACED ROAD FOR 0.25 MILE TO THE
 HE0783'STAION ON THE LEFT.
 HE0783'
 HE0783'STATION MARK IS A STANDARD DISK STAMPED GOUGH 1964, SET IN
 HE0783'AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE SURFACE.  IT IS
 HE0783'145 WEST-SOUTHWEST OF A LONE 12-INCH TREE, 89.5 FEET SOUTH OF THE
 HE0783'CENTERLINE OF THE SURFACED ROAD, 65 FEET EAST OF A NORTH-SOUTH
 HE0783'FENCE, AND 63 FEET SOUTHEAST OF A TELEPHONE POLE.
 HE0783'
 HE0783'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GOUGH NO 1 1964,
 HE0783'IS SET IN AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE SURFACE.
 HE0783'IT IS 90 FEET WEST OF THE LONE TREE, 41 FEET SOUTH OF THE
 HE0783'CENTERLINE OF THE SURFACED ROAD, 4 FEET EAST OF A METAL
 HE0783'WITNESS POST, AND SAME ELEVATION AS THE STATION.
 HE0783'
 HE0783'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GOUGH NO 2 1964,
 HE0783'IS CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, EXPOSED 1 BY 1
 HE0783'FOOT AND FLUSH WITH THE SURFACE.  IT IS 42 FEET SOUTH OF THE
 HE0783'CENTERLINE OF THE SURFACED ROAD, 26 FEET WEST OF THE TELEPHONE
 HE0783'POLE, AND 3 FEET SOUTH OF A CORNER FENCE POST.
 HE0783'
 HE0783'AZIMUTH MARK IS A STANDARD DISK STAMPED GOUGH 1964, CEMENTED IN
 HE0783'A DRILL HOLE IN ROCK OUTCROP, EXPOSED 3 BY 4 FEET AND PROJECTS
 HE0783'2 INCHES.  IT IS 55 FEET SOUTH OF THE CENTERLINE OF THE
 HE0783'SURFACED ROAD, 30 FEET EAST OF THE CENTERLINE OF A GRAVELED
 HE0783'ROAD AND 7 FEET SOUTHWEST OF A METAL WITNESS POST.
 HE0783'
 HE0783'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HE0783
 HE0783                          STATION RECOVERY (1966)
 HE0783
 HE0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 HE0783'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HE0783'IN GOOD CONDITION.  THE STAMPINGS ON THE MARKS, GOUGH 1965,
 HE0783'CORRESPOND WITH THE PROPERTY OWNERS NAME, MR. HAROLD GOUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0790 ***********************************************************************
 KG0790  DESIGNATION -  GRAHAM
 KG0790  PID         -  KG0790
 KG0790  STATE/COUNTY-  KS/GRAHAM
 KG0790  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0790
 KG0790                         *CURRENT SURVEY CONTROL
 KG0790  ___________________________________________________________________
 KG0790* NAD 83(1997)-  39 27 59.26761(N)    099 50 42.75041(W)     ADJUSTED  
 KG0790* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 KG0790  ___________________________________________________________________
 KG0790  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 KG0790  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 KG0790
 KG0790  HORZ ORDER  -  SECOND
 KG0790
 KG0790.The horizontal coordinates were established by classical geodetic methods
 KG0790.and adjusted by the National Geodetic Survey in October 1998..
 KG0790
 KG0790.The orthometric height was scaled from a topographic map.
 KG0790
 KG0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0790
 KG0790.The geoid height was determined by GEOID03.
 KG0790
 KG0790;                    North         East     Units Scale Factor Converg.
 KG0790;SPC KS N     -   127,409.424   241,227.783   MT  0.99996392   -1 10 03.0
 KG0790;UTM  14      - 4,368,883.464   427,294.388   MT  0.99966508   -0 32 14.1
 KG0790
 KG0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0790!SPC KS N     -   0.99989271  x   0.99996392  =   0.99985663
 KG0790!UTM  14      -   0.99989271  x   0.99966508  =   0.99955782
 KG0790
 KG0790:                Primary Azimuth Mark                     Grid Az
 KG0790:SPC KS N     -  GRAHAM AZ MK                             003 53 32.6
 KG0790:UTM  14      -  GRAHAM AZ MK                             003 15 43.7
 KG0790
 KG0790|---------------------------------------------------------------------|
 KG0790| PID    Reference Object                     Distance      Geod. Az  |
 KG0790|                                                           dddmmss.s |
 KG0790| CN8642 GRAHAM AZ MK                                       0024329.6 |
 KG0790| KG0767 PALCO MUNICIPAL TANK                APPROX.34.0 KM 1343205.0 |
 KG0790| KG0788 HILL CITY CAA RADIO MAST            APPROX.10.1 KM 1742626.3 |
 KG0790| CN8644 GRAHAM RM 1                          22.079 METERS 17917     |
 KG0790| KG0791 HILL CITY MUNICIPAL TANK            APPROX.11.0 KM 1805227.1 |
 KG0790| CN8645 GRAHAM RM 2                          17.457 METERS 28000     |
 KG0790|---------------------------------------------------------------------|
 KG0790
 KG0790                          SUPERSEDED SURVEY CONTROL
 KG0790
 KG0790  NAD 83(1986)-  39 27 59.27277(N)    099 50 42.75220(W) AD(       ) 2
 KG0790  NAD 27      -  39 27 59.25500(N)    099 50 41.31900(W) AD(       ) 2
 KG0790
 KG0790.Superseded values are not recommended for survey control.
 KG0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0790.See file dsdata.txt to determine how the superseded data were derived.
 KG0790
 KG0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2729468883(NAD 83)
 KG0790_MARKER: DS = TRIANGULATION STATION DISK
 KG0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0790
 KG0790  HISTORY     - Date     Condition        Report By
 KG0790  HISTORY     - 1950     MONUMENTED       CGS
 KG0790
 KG0790                          STATION DESCRIPTION
 KG0790
 KG0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0790'THE STATION IS LOCATED ON THE SUMMIT OF A HILL ABOUT 7.0 MILES
 KG0790'NORTH OF HILL CITY.  IT IS ABOUT 0.5 MILE SOUTH OF A FARM HOUSE,
 KG0790'60.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 283, 45.0 FEET
 KG0790'NORTH OF A TRIANGULAR BLAZED TELEPHONE POLE, 11.0 FEET SOUTH OF
 KG0790'A FENCE CORNER AND 2.0 FEET SOUTH OF A WITNESS POST.  IT PROJECTS
 KG0790'4 INCHES AND IS STAMPED GRAHAM 1950.
 KG0790'
 KG0790'REFERENCE MARK NO. 1 IS ABOUT 2.0 FEET BELOW THE ELEVATION OF THE
 KG0790'STATION, 58.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 283 AND
 KG0790'14.0 FEET SOUTH OF A TRIANGULAR BLAZED TELEPHONE POLE.  IT PROJECTS
 KG0790'5 INCHES AND IS STAMPED GRAHAM NO 1 1950.
 KG0790'
 KG0790'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION,
 KG0790'55.0 FEET WEST OF A FENCE CORNER AND DIRECTLY UNDER AN
 KG0790'EAST-WEST FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED GRAHAM NO 2
 KG0790'1950.
 KG0790'
 KG0790'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KG0790'IS 100.37 FEET.
 KG0790'
 KG0790'THE AZIMUTH MARK IS ACROSS THE HIGHWAY EAST OF A FARM HOUSE, 44.0
 KG0790'FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 283, 31.0 FEET
 KG0790'NORTH-NORTHWEST OF A POWERLINE POLE, 12.0 FEET SOUTH OF THE CENTER
 KG0790'OF A FARM DRIVE AND WIRE GATE, 1.0 FOOT SOUTH OF A WITNESS POST
 KG0790'AND 1.0 FOOT WEST OF A FENCE.  IT PROJECTS 8 INCHES AND IS
 KG0790'STAMPED GRAHAM 1950.
 KG0790'
 KG0790'TO REACH THE STATION FROM THE POST OFFICE IN HILL CITY, GO WEST
 KG0790'ON U.S. HIGHWAY NO. 24 FOR 3 BLOCKS TO THE JUNCTION WITH U.S.
 KG0790'HIGHWAY NO. 283.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY NO. 283
 KG0790'FOR 7.0 MILES TO THE TOP OF A HILL AND THE STATION ON THE LEFT
 KG0790'AS DESCRIBED.  CONTINUE NORTH ON U.S. HIGHWAY NO. 283 FOR 0.5
 KG0790'MILE TO A FARM HOUSE ON THE LEFT AND THE AZIMUTH MARK ON THE
 KG0790'RIGHT AS DESCRIBED.
 KG0790'
 KG0790'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0100 ***********************************************************************
 KH0100  DESIGNATION -  GRAINFIELD
 KH0100  PID         -  KH0100
 KH0100  STATE/COUNTY-  KS/GOVE
 KH0100  USGS QUAD   -  GRAINFIELD (1979)
 KH0100
 KH0100                         *CURRENT SURVEY CONTROL
 KH0100  ___________________________________________________________________
 KH0100* NAD 83(1997)-  39 06 28.39618(N)    100 26 34.93746(W)     ADJUSTED  
 KH0100* NAVD 88     -       853.256  (meters)    2799.39   (feet)  ADJUSTED  
 KH0100  ___________________________________________________________________
 KH0100  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 KH0100  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 KH0100  DYNAMIC HT  -         852.592 (meters)    2797.21  (feet)  COMP
 KH0100  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 KH0100
 KH0100  HORZ ORDER  -  THIRD
 KH0100  VERT ORDER  -  FIRST     CLASS II
 KH0100
 KH0100.The horizontal coordinates were established by classical geodetic methods
 KH0100.and adjusted by the National Geodetic Survey in October 1998..
 KH0100
 KH0100.The orthometric height was determined by differential leveling
 KH0100.and adjusted by the National Geodetic Survey in June 1991..
 KH0100
 KH0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0100
 KH0100.The geoid height was determined by GEOID03.
 KH0100
 KH0100.The dynamic height is computed by dividing the NAVD 88
 KH0100.geopotential number by the normal gravity value computed on the
 KH0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0100.degrees latitude (g = 980.6199 gals.).
 KH0100
 KH0100.The modeled gravity was interpolated from observed gravity values.
 KH0100
 KH0100;                    North         East     Units Scale Factor Converg.
 KH0100;SPC KS N     -    88,834.120   188,724.252   MT  0.99995994   -1 32 44.7
 KH0100;UTM  14      - 4,329,740.317   375,232.053   MT  0.99979168   -0 54 37.3
 KH0100
 KH0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0100!SPC KS N     -   0.99987009  x   0.99995994  =   0.99983004
 KH0100!UTM  14      -   0.99987009  x   0.99979168  =   0.99966180
 KH0100
 KH0100:                Primary Azimuth Mark                     Grid Az
 KH0100:SPC KS N     -  PARK SAC HEART CATH CH CROSS             086 03 45.4
 KH0100:UTM  14      -  PARK SAC HEART CATH CH CROSS             085 25 38.0
 KH0100
 KH0100|---------------------------------------------------------------------|
 KH0100| PID    Reference Object                     Distance      Geod. Az  |
 KH0100|                                                           dddmmss.s |
 KH0100| KH0760 PARK SAC HEART CATH CH CROSS        APPROX. 7.4 KM 0843100.7 |
 KH0100| KH0099 GRAINFIELD RM 1                      26.873 METERS 09013     |
 KH0100| KH0098 GRAINFIELD RM 2                      41.510 METERS 18412     |
 KH0100| KH0102 GRAINFIELD AZ MK                                   2744216.7 |
 KH0100|---------------------------------------------------------------------|
 KH0100
 KH0100                          SUPERSEDED SURVEY CONTROL
 KH0100
 KH0100  NAD 83(1986)-  39 06 28.40023(N)    100 26 34.93900(W) AD(       ) 3
 KH0100  NAD 27      -  39 06 28.37900(N)    100 26 33.43400(W) AD(       ) 3
 KH0100  NGVD 29 (??/??/92)  852.933  (m)         2798.33   (f) ADJ UNCH    1 2
 KH0100
 KH0100.Superseded values are not recommended for survey control.
 KH0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0100.See file dsdata.txt to determine how the superseded data were derived.
 KH0100
 KH0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7523229740(NAD 83)
 KH0100_MARKER: DS = TRIANGULATION STATION DISK
 KH0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0100_SP_SET: CONCRETE POST
 KH0100_STAMPING: GRAINFIELD 1950
 KH0100_MARK LOGO: CGS   
 KH0100_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KH0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0100+STABILITY: SURFACE MOTION
 KH0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0100+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 KH0100
 KH0100  HISTORY     - Date     Condition        Report By
 KH0100  HISTORY     - 1950     MONUMENTED       CGS
 KH0100  HISTORY     - 1953     GOOD             CGS
 KH0100  HISTORY     - 1953     GOOD             NGS
 KH0100  HISTORY     - 1961     GOOD             KSHC
 KH0100  HISTORY     - 1972     GOOD             USAF
 KH0100  HISTORY     - 1977     POOR             DOD
 KH0100  HISTORY     - 1980     GOOD             NGS
 KH0100  HISTORY     - 1986     GOOD             NGS
 KH0100  HISTORY     - 20040627 GOOD             NGS
 KH0100
 KH0100                          STATION DESCRIPTION
 KH0100
 KH0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0100'THE STATION IS LOCATED ABOUT 1 MILE EAST OF THE VILLAGE OF
 KH0100'GRAINFIELD, IN THE NORTHEAST ANGLE OF THE JUNCTION OF U.S.
 KH0100'HIGHWAY 40 AND STATE HIGHWAY 23.  IT IS 105 FEET NORTH OF THE
 KH0100'CENTER OF U.S. HIGHWAY 40, 48 FEET EAST OF THE CENTER OF
 KH0100'STATE HIGHWAY 23, 14 FEET SOUTH OF A FENCE CORNER, 18 FEET
 KH0100'WEST OF A TELEPHONE POLE AND 61 FEET SOUTH OF THE SOUTH RAIL
 KH0100'OF THE RAILROAD TRACKS.  IT IS STAMPED GRAINFIELD 1950 AND
 KH0100'PROJECTS 2 INCHES.
 KH0100'
 KH0100'REFERENCE MARK NO. 1 IS 114 FEET NORTH OF THE CENTER OF U.S.
 KH0100'HIGHWAY 40, 49 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 KH0100'TRACKS AND 1 FOOT SOUTH OF AN EAST WEST FENCE LINE.  IT IS
 KH0100'STAMPED GRAINFIELD NO 1 1950 AND PROJECTS 2 INCHES.
 KH0100'
 KH0100'REFERENCE MARK NO. 2 IS 34 FEET SOUTH OF THE CENTER OF U.S.
 KH0100'HIGHWAY 40, 42 FEET EAST OF THE CENTER OF A ROAD LEADING
 KH0100'SOUTH AND 11.5 FEET EAST OF A TELEPHONE POLE.  IT IS STAMPED
 KH0100'GRAINFIELD NO 2 1950 AND PROJECTS 3 INCHES.
 KH0100'
 KH0100'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 167.3 FEET.
 KH0100'
 KH0100'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 KH0100'40, 1 FOOT EAST OF A WITNESS POST, AND 1 FOOT SOUTHEAST OF A
 KH0100'TELEPHONE POLE.  IT IS STAMPED GRAINFIELD 1950 AND PROJECTS
 KH0100'3 INCHES.
 KH0100'
 KH0100'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GRAINFIELD,
 KH0100'GO EAST ON U.S. HIGHWAY 40 FOR 0.7 MILE TO THE AZIMUTH MARK
 KH0100'ON THE RIGHT AS DESCRIBED.  CONTINUE EAST FOR 0.45 MILE TO
 KH0100'THE STATION ON THE LEFT AS DESCRIBED.
 KH0100'
 KH0100'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KH0100
 KH0100                          STATION RECOVERY (1953)
 KH0100
 KH0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KH0100'1.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0100'RAILROAD STATION AT GRAINFIELD, AT A JUNCTION WITH STATE
 KH0100'HIGHWAY 23, 60 FEET SOUTH OF THE SOUTH RAIL OF THE UNION
 KH0100'PACIFIC RAILROAD, 103 FEET NORTH OF THE CENTER LINE OF U.S.
 KH0100'HIGHWAY 40, 18.5 FEET WEST OF A POWER POLE, IN LINE WITH A
 KH0100'ROW OF POWER POLES, 13 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 KH0100'EAST OF A WITNESS POST, 44 FEET EAST OF THE CENTER LINE OF
 KH0100'STATE HIGHWAY 23, A TRIANGULATION STATION DISK SET IN THE
 KH0100'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 KH0100'GROUND, STAMPED GRAINFIELD 1950.
 KH0100'
 KH0100'GRAINFIELD R.M. 1 IS 88.2 FEET EAST OF TRIANGULATION STATION
 KH0100'GRAINFIELD 1950, 115 FEET NORTH OF THE CENTER LINE OF U.S.
 KH0100'HIGHWAY 40, 48.8 FEET SOUTH OF THE SOUTH RAIL OF THE UNION
 KH0100'PACIFIC RAILROAD, 132 FEET EAST OF THE CENTER LINE OF STATE
 KH0100'HIGHWAY 23, 11.8 FEET NORTH OF A ROW OF POWER POLES, 1 FOOT
 KH0100'SOUTH OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A
 KH0100'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 KH0100'STAMPED GRAINFIELD NO 1 1950.
 KH0100'
 KH0100'GRAINFIELD R.M. 2 IS 136.2 FEET SOUTH OF TRIANGULATION STATION
 KH0100'GRAINFIELD 1950, 186.8 FEET SOUTH OF THE SOUTH RAIL OF THE
 KH0100'UNION PACIFIC RAILROAD, 45 FEET EAST OF THE CENTER LINE OF
 KH0100'A DIRT ROAD LEADING SOUTH, 33 FEET SOUTH OF THE CENTER LINE
 KH0100'OF U.S. HIGHWAY 40, 9 FEET EAST OF A TELEPHONE POLE, A REFERENCE
 KH0100'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KH0100'0.3 FOOT ABOVE THE GROUND, STAMPED GRAINFIELD NO 2 1950.
 KH0100'
 KH0100'GRAINFIELD 1950 AZIMUTH IS 0.4 MILE WEST OF TRIANGULATION
 KH0100'STATION GRAINFIELD 1950, 34 FEET SOUTH OF THE CENTER LINE OF
 KH0100'U.S. HIGHWAY 40, 1.5 FEET SOUTHEAST OF A TELEPHONE POLE, 1
 KH0100'FOOT NORTHEAST OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN
 KH0100'THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP
 KH0100'OF THE GROUND, STAMPED GRAINFIELD 1950.
 KH0100
 KH0100                          STATION RECOVERY (1953)
 KH0100
 KH0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KH0100'1.2 MI E FROM GRAINFIELD.
 KH0100'1.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0100'RAILROAD STATION AT GRAINFIELD, AT A JUNCTION WITH STATE HIGHWAY
 KH0100'23, 60 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD,
 KH0100'103 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40, 18.5 FEET
 KH0100'WEST OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 13 FEET
 KH0100'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A WITNESS POST, 44 FEET
 KH0100'EAST OF THE CENTER LINE OF STATE HIGHWAY 23, SET IN THE TOP OF
 KH0100'A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  0.4
 KH0100'MILE EAST OF GRAINFIELD 1950 AZIMUTH.
 KH0100
 KH0100                          STATION RECOVERY (1961)
 KH0100
 KH0100'RECOVERY NOTE BY KS HIGHWAY COMM 1961
 KH0100'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 KH0100'TO BE IN GOOD CONDITION.  PENDING HIGHWAY CONSTRUCTION MADE
 KH0100'IT NECESSARY TO DESTROY REFERENCE MARK NO. 2.  REFERENCE
 KH0100'MARK NO. 3 WAS ESTABLISHED AND THE DISTANCE AND DIRECTION
 KH0100'ARE AS SHOWN BELOW.  DISK IS STAMPED GRAINFIELD NO 3 1960.
 KH0100
 KH0100                          STATION RECOVERY (1972)
 KH0100
 KH0100'RECOVERY NOTE BY US AIR FORCE 1972
 KH0100'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  A BRIEF
 KH0100'SEARCH WAS MADE FOR R.M. 3 BUT WAS NOT FOUND.  AZIMUTH MARK
 KH0100'HAS BEEN DISTURBED AND IS TILTED APPROXIMATELY 45 DEGREES
 KH0100'NORTH.
 KH0100'
 KH0100'1953 DESCRIPTION ADEQUATE.
 KH0100
 KH0100                          STATION RECOVERY (1977)
 KH0100
 KH0100'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 KH0100'MARK RECOVERED IN POOR CONDITION.
 KH0100
 KH0100                          STATION RECOVERY (1980)
 KH0100
 KH0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KH0100'SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3 WERE
 KH0100'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  A
 KH0100'NEW AZIMUTH MARK WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 1
 KH0100'WAS 0.007 METER LONGER THAN 1950 DATA AND THE DISTANCE TO REFERENCE
 KH0100'MARK 3 AGREED WITH 1961 DATA.  THE DIRECTION TO REFERENCE MARK 1 WAS
 KH0100'2 MINUTES, 25 SECONDS SMALLER AND THE DIRECTION TO REFERENCE MARK 3
 KH0100'WAS 1 MINUTE, 21 SECONDS SMALLER.  A NEW DESCRIPTION FOLLOWS.
 KH0100'
 KH0100'THE STATION IS ABOUT 1-1/2 MILES EAST OF GRAINFIELD, 0.4 MILE NORTH OF
 KH0100'INTERSTATE HIGHWAY 70 AND AT A RAILROAD CROSSING OF STATE HIGHWAY 23,
 KH0100'ON RIGHT-OF-WAY.
 KH0100'
 KH0100'TO REACH THE STATION FROM THE KANSAS DEPARTMENT OF TRANSPORTATION
 KH0100'BUILDING AT GRAINFIELD, GO EAST ON STATE HIGHWAY 23 FOR 1.25 MILES
 KH0100'TO A PAVED CROSSROAD WHERE HIGHWAY 23 TURNS NORTH AND THE STATION AND
 KH0100'A RAILROAD CROSSING ON THE RIGHT, THE STATION BEING EAST OF HIGHWAY
 KH0100'23 AND BETWEEN THE TRACKS AND A PAVED ROAD.
 KH0100'
 KH0100'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A PAVED ROAD
 KH0100'FOR 0.35 MILE TO THE MARK ON THE RIGHT AT THE WESTBOUND ENTRANCE
 KH0100'RAMP TO INTERSTATE HIGHWAY 70.
 KH0100'
 KH0100'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---GRAINFIELD
 KH0100'1950--- SET IN TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS
 KH0100'104.0 FEET NORTH OF THE CENTERLINE OF THE EAST/WEST ROAD, 60.0 FEET
 KH0100'SOUTH OF THE SOUTH RAIL, 47.0 FEET EAST OF THE CENTERLINE OF STATE
 KH0100'HIGHWAY 23, 18.0 FEET WEST OF A TELEPHONE POLE AND 1.2 FEET SOUTH OF
 KH0100'A WITNESS POST.  REBAR WAS DRIVEN ALONGSIDE THE MARK.  THE
 KH0100'UNDERGROUND MARK WAS NOT INSPECTED.
 KH0100'
 KH0100'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---GRAINFIELD NO 1
 KH0100'1950--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1
 KH0100'INCH.  IT IS 69.5 FEET EAST-NORTHEAST OF THE TELEPHONE POLE, 48.5
 KH0100'FEET SOUTH OF THE SOUTH RAIL AND 1.4 FEET NORTHEAST OF A WITNESS POST.
 KH0100'
 KH0100'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---GRAINFIELD NO 3 1950
 KH0100'1960--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 3 INCHES
 KH0100'BELOW THE GROUND SURFACE.  IT IS 66.5 FEET SOUTH OF THE CENTERLINE OF
 KH0100'THE EAST/WEST ROAD, 58.0 FEET EAST OF THE CENTERLINE OF THE
 KH0100'NORTH/SOUTH ROAD AND 3.4 FEET SOUTH OF A WITNESS POST.
 KH0100'
 KH0100'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---GRAINFIELD 1950
 KH0100'1980--- SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1
 KH0100'INCH.  IT IS 80.0 FEET NORTH OF THE NORTHWEST CORNER OF THE BRIDGE
 KH0100'OVER INTERSTATE HIGHWAY 70, 25.5 FEET WEST OF THE CENTERLINE OF THE
 KH0100'NORTH/SOUTH ROAD, 5.0 FEET SOUTHWEST OF THE GUARD RAIL AND 2.0 FEET
 KH0100'EAST-SOUTHEAST OF A WITNESS POST.  REBAR WAS PLACED IN THE MARK.
 KH0100'
 KH0100'REBAR WAS DRIVEN ALONGSIDE BOTH REFERENCE MARKS.
 KH0100
 KH0100                          STATION RECOVERY (1986)
 KH0100
 KH0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0100'RECOVERED IN GOOD CONDITION.
 KH0100
 KH0100                          STATION RECOVERY (2004)
 KH0100
 KH0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 KH0100'EAST-WEST ROAD IS KS 23 TO WEST AND IS OLD US 40.  IT IS STILL MARKED
 KH0100'AS US 40, HOWEVER, US 40 IS NOW COINCIDENT WITH I-70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0102 ***********************************************************************
 KH0102  DESIGNATION -  GRAINFIELD AZ MK
 KH0102  PID         -  KH0102
 KH0102  STATE/COUNTY-  KS/GOVE
 KH0102  USGS QUAD   -  GRAINFIELD (1979)
 KH0102
 KH0102                         *CURRENT SURVEY CONTROL
 KH0102  ___________________________________________________________________
 KH0102* NAD 83(1986)-  39 06 32.     (N)    100 27 08.     (W)     SCALED    
 KH0102* NAVD 88     -       853.783  (meters)    2801.12   (feet)  ADJUSTED  
 KH0102  ___________________________________________________________________
 KH0102  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 KH0102  DYNAMIC HT  -         853.118 (meters)    2798.94  (feet)  COMP
 KH0102  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 KH0102
 KH0102  VERT ORDER  -  FIRST     CLASS II
 KH0102
 KH0102.The horizontal coordinates were scaled from a topographic map and have
 KH0102.an estimated accuracy of +/- 6 seconds.
 KH0102
 KH0102.The orthometric height was determined by differential leveling
 KH0102.and adjusted by the National Geodetic Survey in June 1991..
 KH0102
 KH0102.The geoid height was determined by GEOID03.
 KH0102
 KH0102.The dynamic height is computed by dividing the NAVD 88
 KH0102.geopotential number by the normal gravity value computed on the
 KH0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0102.degrees latitude (g = 980.6199 gals.).
 KH0102
 KH0102.The modeled gravity was interpolated from observed gravity values.
 KH0102
 KH0102;                    North         East    Units  Estimated Accuracy
 KH0102;SPC KS N     -    88,970.      187,930.      MT  (+/- 180 meters Scaled)
 KH0102
 KH0102                          SUPERSEDED SURVEY CONTROL
 KH0102
 KH0102  NGVD 29 (??/??/92)  853.460  (m)         2800.06   (f) ADJ UNCH    1 2
 KH0102
 KH0102.Superseded values are not recommended for survey control.
 KH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0102.See file dsdata.txt to determine how the superseded data were derived.
 KH0102
 KH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ744298(NAD 83)
 KH0102_MARKER: DZ = AZIMUTH MARK DISK
 KH0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0102_STAMPING: GRAINFIELD 1950
 KH0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0102+STABILITY: SURFACE MOTION
 KH0102
 KH0102  HISTORY     - Date     Condition        Report By
 KH0102  HISTORY     - 1950     MONUMENTED       CGS
 KH0102  HISTORY     - 1953     GOOD             NGS
 KH0102  HISTORY     - 1977     POOR             DOD
 KH0102  HISTORY     - 1986     MARK NOT FOUND   NGS
 KH0102
 KH0102                          STATION DESCRIPTION
 KH0102
 KH0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0102'0.8 MI E FROM GRAINFIELD.
 KH0102'0.8 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0102'RAILROAD STATION AT GRAINFIELD, 34 FEET SOUTH OF THE CENTER LINE
 KH0102'OF THE HIGHWAY, 1.5 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT
 KH0102'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KH0102'WHICH IS 0.1 FOOT BELOW THE TOP OF THE GROUND.
 KH0102
 KH0102                          STATION RECOVERY (1977)
 KH0102
 KH0102'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 KH0102'MARK RECOVERED IN POOR CONDITION.
 KH0102
 KH0102                          STATION RECOVERY (1986)
 KH0102
 KH0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0102'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0762 ***********************************************************************
 KH0762  DESIGNATION -  GRAINFIELD MUNICIPAL TANK
 KH0762  PID         -  KH0762
 KH0762  STATE/COUNTY-  KS/GOVE
 KH0762  USGS QUAD   -  GRAINFIELD (1979)
 KH0762
 KH0762                         *CURRENT SURVEY CONTROL
 KH0762  ___________________________________________________________________
 KH0762* NAD 83(1997)-  39 07 02.24677(N)    100 27 56.78352(W)     ADJUSTED  
 KH0762* NAVD 88     -                                                        
 KH0762  ___________________________________________________________________
 KH0762  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 KH0762  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 KH0762
 KH0762  HORZ ORDER  -  THIRD
 KH0762
 KH0762.The horizontal coordinates were established by classical geodetic methods
 KH0762.and adjusted by the National Geodetic Survey in October 1998..
 KH0762
 KH0762
 KH0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0762
 KH0762.The geoid height was determined by GEOID03.
 KH0762
 KH0762;                    North         East     Units Scale Factor Converg.
 KH0762;SPC KS N     -    89,930.873   186,787.015   MT  0.99995955   -1 33 36.5
 KH0762;UTM  14      - 4,330,815.345   373,283.095   MT  0.99979771   -0 55 29.6
 KH0762
 KH0762                          SUPERSEDED SURVEY CONTROL
 KH0762
 KH0762  NAD 83(1986)-  39 07 02.25065(N)    100 27 56.78486(W) AD(       ) 4
 KH0762  NAD 27      -  39 07 02.22800(N)    100 27 55.28700(W) AD(       ) 3
 KH0762
 KH0762.Superseded values are not recommended for survey control.
 KH0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0762.See file dsdata.txt to determine how the superseded data were derived.
 KH0762
 KH0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7328330815(NAD 83)
 KH0762_MARKER: 53 = ELEVATED TANK
 KH0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0762+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KH0762
 KH0762  HISTORY     - Date     Condition        Report By
 KH0762  HISTORY     - 1934     FIRST OBSERVED   CGS
 KH0762  HISTORY     - 1950     GOOD             CGS
 KH0762  HISTORY     - 1972     GOOD             USAF
 KH0762  HISTORY     - 20030712 GOOD             USPSQD
 KH0762
 KH0762                          STATION DESCRIPTION
 KH0762
 KH0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0762'POINT OBSERVED UPON IS THE FINIAL OF MUNICIPAL WATER TANK LOCATED
 KH0762'IN THE TOWN OF GRAINFIELD, APPROXIMATELY 125 FEET HIGH.
 KH0762'
 KH0762'STATION OBSERVED UPON FROM INDIAN C REEK AND BAKER.
 KH0762
 KH0762                          STATION RECOVERY (1950)
 KH0762
 KH0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0762'THE STATION IS LOCATED IN THE NORTH PART OF TOWN, 3 BLOCKS
 KH0762'NORTH OF THE BUSINESS DISTRICT AND 100 FEET WEST OF THE MAIN
 KH0762'STREET.  IT IS A CONICAL SHAPED, SILVER COLORED TANK SUPPORTED
 KH0762'BY A FOUR LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF
 KH0762'110 FEET AND HAS THE WORD GRAINFIELD ON THE EAST AND WEST
 KH0762'SIDES.
 KH0762'
 KH0762'THE POINT OBSERVED WAS THE APEX OF THE TANK.
 KH0762
 KH0762                          STATION RECOVERY (1972)
 KH0762
 KH0762'RECOVERY NOTE BY US AIR FORCE 1972
 KH0762'STATION RECOVERED IN GOOD CONDITION.  1950 DESCRIPTION ADEQUATE.
 KH0762
 KH0762                          STATION RECOVERY (2003)
 KH0762
 KH0762'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KH0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0099 ***********************************************************************
 KH0099  DESIGNATION -  GRAINFIELD RM 1
 KH0099  PID         -  KH0099
 KH0099  STATE/COUNTY-  KS/GOVE
 KH0099  USGS QUAD   -  GRAINFIELD (1979)
 KH0099
 KH0099                         *CURRENT SURVEY CONTROL
 KH0099  ___________________________________________________________________
 KH0099* NAD 83(1986)-  39 06 28.     (N)    100 26 34.     (W)     SCALED    
 KH0099* NAVD 88     -       853.369  (meters)    2799.76   (feet)  ADJUSTED  
 KH0099  ___________________________________________________________________
 KH0099  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 KH0099  DYNAMIC HT  -         852.705 (meters)    2797.58  (feet)  COMP
 KH0099  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 KH0099
 KH0099  VERT ORDER  -  FIRST     CLASS II
 KH0099
 KH0099.The horizontal coordinates were scaled from a topographic map and have
 KH0099.an estimated accuracy of +/- 6 seconds.
 KH0099
 KH0099.The orthometric height was determined by differential leveling
 KH0099.and adjusted by the National Geodetic Survey in June 1991..
 KH0099
 KH0099.The geoid height was determined by GEOID03.
 KH0099
 KH0099.The dynamic height is computed by dividing the NAVD 88
 KH0099.geopotential number by the normal gravity value computed on the
 KH0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0099.degrees latitude (g = 980.6199 gals.).
 KH0099
 KH0099.The modeled gravity was interpolated from observed gravity values.
 KH0099
 KH0099;                    North         East    Units  Estimated Accuracy
 KH0099;SPC KS N     -    88,820.      188,750.      MT  (+/- 180 meters Scaled)
 KH0099
 KH0099                          SUPERSEDED SURVEY CONTROL
 KH0099
 KH0099  NGVD 29 (??/??/92)  853.046  (m)         2798.70   (f) ADJ UNCH    1 2
 KH0099
 KH0099.Superseded values are not recommended for survey control.
 KH0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0099.See file dsdata.txt to determine how the superseded data were derived.
 KH0099
 KH0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ752297(NAD 83)
 KH0099_MARKER: DR = REFERENCE MARK DISK
 KH0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0099_SP_SET: CONCRETE POST
 KH0099_STAMPING: GRAINFIELD NO 1 1950
 KH0099_MARK LOGO: CGS   
 KH0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0099+STABILITY: SURFACE MOTION
 KH0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0099+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 KH0099
 KH0099  HISTORY     - Date     Condition        Report By
 KH0099  HISTORY     - 1950     MONUMENTED       CGS
 KH0099  HISTORY     - 1953     GOOD             NGS
 KH0099  HISTORY     - 1986     GOOD             NGS
 KH0099  HISTORY     - 20040627 GOOD             NGS
 KH0099
 KH0099                          STATION DESCRIPTION
 KH0099
 KH0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0099'1.2 MI E FROM GRAINFIELD.
 KH0099'1.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0099'RAILROAD STATION AT GRAINFIELD, AT A JUNCTION WITH STATE HIGHWAY
 KH0099'23, 115 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 88.2 FEET
 KH0099'EAST OF TRIANGULATION STATION GRAINFIELD 1950, 48.8 FEET SOUTH
 KH0099'OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 132 FEET EAST
 KH0099'OF THE CENTER LINE OF STATE HIGHWAY 23, 11.8 FEET NORTH OF A
 KH0099'ROW OF POWER POLES, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF
 KH0099'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 KH0099
 KH0099                          STATION RECOVERY (1986)
 KH0099
 KH0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0099'RECOVERED IN GOOD CONDITION.
 KH0099
 KH0099                          STATION RECOVERY (2004)
 KH0099
 KH0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 KH0099'EAST-WEST ROAD IS KS 23 TO WEST AND IS OLD US 40.  IT IS STILL MARKED
 KH0099'AS US 40, HOWEVER, US 40 IS NOW COINCIDENT WITH I-70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0101 ***********************************************************************
 KH0101  DESIGNATION -  GRAINFIELD RM 3
 KH0101  PID         -  KH0101
 KH0101  STATE/COUNTY-  KS/GOVE
 KH0101  USGS QUAD   -  GRAINFIELD (1979)
 KH0101
 KH0101                         *CURRENT SURVEY CONTROL
 KH0101  ___________________________________________________________________
 KH0101* NAD 83(1986)-  39 06 27.     (N)    100 26 33.     (W)     SCALED    
 KH0101* NAVD 88     -       853.27   (meters)    2799.4    (feet)  RESET     
 KH0101  ___________________________________________________________________
 KH0101  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 KH0101
 KH0101  VERT ORDER  -  THIRD
 KH0101
 KH0101.The horizontal coordinates were scaled from a topographic map and have
 KH0101.an estimated accuracy of +/- 6 seconds.
 KH0101
 KH0101.The orthometric height was computed from unverified reset data.
 KH0101
 KH0101.The geoid height was determined by GEOID03.
 KH0101
 KH0101;                    North         East    Units  Estimated Accuracy
 KH0101;SPC KS N     -    88,790.      188,770.      MT  (+/- 180 meters Scaled)
 KH0101
 KH0101                          SUPERSEDED SURVEY CONTROL
 KH0101
 KH0101.No superseded survey control is available for this station.
 KH0101
 KH0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ752296(NAD 83)
 KH0101_MARKER: DB = BENCH MARK DISK
 KH0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0101_SP_SET: CONCRETE POST
 KH0101_STAMPING: GRAINFIELD NO 3 1960
 KH0101_MARK LOGO: CGS   
 KH0101_PROJECTION: FLUSH
 KH0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0101+STABILITY: SURFACE MOTION
 KH0101
 KH0101  HISTORY     - Date     Condition        Report By
 KH0101  HISTORY     - 1960     MONUMENTED       KSHC
 KH0101  HISTORY     - 1980     GOOD             NGS
 KH0101  HISTORY     - 1986     GOOD             NGS
 KH0101  HISTORY     - 20040627 MARK NOT FOUND   NGS
 KH0101
 KH0101                          STATION DESCRIPTION
 KH0101
 KH0101'DESCRIBED BY KS HIGHWAY COMM 1960
 KH0101'1.2 MI E FROM GRAINFIELD.
 KH0101'THIS STATION IS LOCATED ABOUT 1.2 MILES EAST ALONG U.S. HIGHWAY
 KH0101'40 FROM THE UNION PACIFIC RAILROAD STATION AT GRAINFIELD, AT A
 KH0101'JUNCTION WITH STATE HIGHWAY 23, AND 169.23 FEET SOUTH-SOUTHEAST
 KH0101'OF STATION GRAINFIELD.
 KH0101
 KH0101                          STATION RECOVERY (1980)
 KH0101
 KH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 KH0101'1.2 MILES EAST ALONG STATE HIGHWAY 23 FROM THE KANSAS DEPARTMENT OF
 KH0101'TRANSPORTATION BUILDING AT GRAINFIELD, AT A CROSSINF WHERE HIGHWAY 23
 KH0101'TURNS NORTH, 66.5 FEET SOUTH OF THE CENTERLINE OF THE EAST/WEST ROAD,
 KH0101'58.0 FEET EAST OF THE CENTERLINE OF THE NORTH/SOUTH ROAD, 169.23 FEET
 KH0101'SOUTH OF TRIANGULATION STATION GRAINFIELD.
 KH0101
 KH0101                          STATION RECOVERY (1986)
 KH0101
 KH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0101'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  NEW
 KH0101'DESCRIPTION FOLLOWS.  1.93 KM (1.21 MI) EAST ALONG OLD US HIGHWAY 40
 KH0101'FROM THE T JUNCTION OF MAIN STREET AT GRAINFIELD, IN THE SOUTHEAST
 KH0101'CORNER OF THE JUNCTION OF STATE HIGHWAY 23, 19.6 METERS (64.5 FT)
 KH0101'SOUTH OF THE HIGHWAY CENTERLINE, 51.6 METERS (169.5 FT) SOUTH OF
 KH0101'GRAINFIELD 1950 AND 17.9 METERS (59 FT) EAST OF THE CENTER OF STATE
 KH0101'HIGHWAY 23.
 KH0101'THE MARK IS 0.9 METERS  S FROM  A WITNESS POST
 KH0101'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KH0101
 KH0101                          STATION RECOVERY (2004)
 KH0101
 KH0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 KH0101'EAST-WEST ROAD IS KS 23 TO WEST AND IS OLD US 40.  IT IS STILL MARKED
 KH0101'AS US 40, HOWEVER, US 40 IS NOW COINCIDENT WITH I-70.
 KH0101'MARK WAS NOT SEEN AT SURFACE OR WITH SHALLOW PROBING.  WITNESS POST IS
 KH0101'IN PLACE AND MARK COULD BE BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1086 ***********************************************************************
 HE1086  DESIGNATION -  GRAND
 HE1086  PID         -  HE1086
 HE1086  STATE/COUNTY-  KS/CHEROKEE
 HE1086  USGS QUAD   -  NEUTRAL (1977)
 HE1086
 HE1086                         *CURRENT SURVEY CONTROL
 HE1086  ___________________________________________________________________
 HE1086* NAD 83(1997)-  37 04 30.81926(N)    094 51 00.36170(W)     ADJUSTED  
 HE1086* NAVD 88     -       297.8    (meters)     977.     (feet)  VERTCON   
 HE1086  ___________________________________________________________________
 HE1086  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 HE1086  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE1086
 HE1086  HORZ ORDER  -  SECOND
 HE1086
 HE1086.The horizontal coordinates were established by classical geodetic methods
 HE1086.and adjusted by the National Geodetic Survey in October 1998..
 HE1086
 HE1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1086
 HE1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1086
 HE1086.The geoid height was determined by GEOID03.
 HE1086
 HE1086;                    North         East     Units Scale Factor Converg.
 HE1086;SPC KS S     -   451,697.152   724,494.423   MT  1.00004314   +2 14 34.7
 HE1086;UTM  15      - 4,104,818.727   335,539.770   MT  0.99993320   -1 06 56.2
 HE1086
 HE1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1086!SPC KS S     -   0.99995792  x   1.00004314  =   1.00000106
 HE1086!UTM  15      -   0.99995792  x   0.99993320  =   0.99989113
 HE1086
 HE1086:                Primary Azimuth Mark                     Grid Az
 HE1086:SPC KS S     -  COLUMBUS MUNICIPAL STANDPIPE             000 53 21.5
 HE1086:UTM  15      -  COLUMBUS MUNICIPAL STANDPIPE             004 14 52.4
 HE1086
 HE1086|---------------------------------------------------------------------|
 HE1086| PID    Reference Object                     Distance      Geod. Az  |
 HE1086|                                                           dddmmss.s |
 HE1086| HE1078 COLUMBUS MUNICIPAL STANDPIPE        APPROX.10.9 KM 0030756.2 |
 HE1086| HE1077 COLUMBUS MUNICIPAL TANK             APPROX. 9.9 KM 0043244.5 |
 HE1086| HE1080 COLUMBUS GRAIN CO ELEVATOR          APPROX.10.7 KM 0061024.2 |
 HE1086| CN6293 GRAND RM 1                           42.361 METERS 08848     |
 HE1086| CN6292 GRAND AZ MK                                        1075309.1 |
 HE1086| CN6294 GRAND RM 2                           14.523 METERS 15705     |
 HE1086|---------------------------------------------------------------------|
 HE1086
 HE1086                          SUPERSEDED SURVEY CONTROL
 HE1086
 HE1086  NAD 83(1997)-  37 04 30.82415(N)    094 51 00.36259(W) AD(       ) 2
 HE1086  NAD 83(1986)-  37 04 30.83483(N)    094 51 00.35468(W) AD(       ) 2
 HE1086  NAD 27      -  37 04 30.59961(N)    094 50 59.51069(W) AD(       ) 2
 HE1086  NGVD 29 (07/19/86)  297.7    (m)          977.     (f) VERT ANG       
 HE1086
 HE1086.Superseded values are not recommended for survey control.
 HE1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1086.See file dsdata.txt to determine how the superseded data were derived.
 HE1086
 HE1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3554004819(NAD 83)
 HE1086_MARKER: DS = TRIANGULATION STATION DISK
 HE1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1086
 HE1086  HISTORY     - Date     Condition        Report By
 HE1086  HISTORY     - 1966     MONUMENTED       CGS
 HE1086
 HE1086                          STATION DESCRIPTION
 HE1086
 HE1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1086'THE STATION IS LOCATED 6-1/2 MILES SOUTH OF COLUMBUS, 6-1/2 MILES
 HE1086'NORTH OF PICHER, OKLAHOMA, 1 MILE WEST OF KANSAS STATE HIGHWAY
 HE1086'7 AND U.S. HIGHWAY 69, ON PROPERTY LEASED BY MR. GLENN M.
 HE1086'HOUSER.
 HE1086'
 HE1086'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 HE1086'SQUARE IN COLUMBUS, GO EAST ON MAPLE STREET FOR 0.6 MILE TO A
 HE1086'CROSSROAD AND THE JUNCTION OF STATE HIGHWAY 7 AND U.S. HIGHWAY
 HE1086'69.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 7 AND U.S. HIGHWAY
 HE1086'69 FOR 6.5 MILES TO A CROSSROAD AND A CEMETERY IN THE NORTHEAST
 HE1086'ANGLE.  (TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 HE1086'SOUTH ON THE HIGHWAY FOR 0.35 MILES TO A CONCRETE CULVERT
 HE1086'AND THE MARK ON THE LEFT).  TURN RIGHT AND GO WEST FOR 1.0
 HE1086'MILE TO A CROSSROAD AND THE STATION ON THE RIGHT.
 HE1086'
 HE1086'THE STATION MARK IS A STANDARD DISK, STAMPED GRAND 1964, SET
 HE1086'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1086'THAT IS 1 FOOT BELOW THE GROUND SURFACE.  IT IS 114 FEET WEST
 HE1086'OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 50.6 FEET
 HE1086'NORTH-NORTHWEST OF A POWER LINE POLE AND 26 FEET NORTH OF THE
 HE1086'CENTERLINE OF AN EAST-WEST ROAD.
 HE1086'
 HE1086'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAND NO 1 1964,
 HE1086'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 HE1086'FLUSH WITH THE GROUND.  IT IS 29 FEET NORTH OF THE CENTERLINE
 HE1086'OF AN EAST-WEST ROAD, 25 FEET EAST OF THE CENTERLINE OF A
 HE1086'NORTH-SOUTH ROAD, 6.0 FEET SOUTHEAST OF A WITNESS POST, 1.4
 HE1086'FEET SOUTHWEST OF A FENCE AND AT ABOUT THE SAME ELEVATION AS
 HE1086'THE STATION.
 HE1086'
 HE1086'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAND NO 2 1964,
 HE1086'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 HE1086'THE GROUND.  IT IS 24 FEET WEST OF THE CENTERLINE OF A
 HE1086'DRIVEWAY LEADING TO A WHITE HOUSE, 18 FEET SOUTH OF THE
 HE1086'CENTERLINE OF AN EAST-WEST ROAD, 3.6 FEET NORTH-NORTHWEST OF
 HE1086'A POWER LINE POLE AND AT ABOUT THE SAME ELEVATION AS THE
 HE1086'STATION.
 HE1086'
 HE1086'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAND 1964,
 HE1086'CEMENTED IN THE NORTH END OF THE EAST HEADWALL OF A CONCRETE
 HE1086'CULVERT.  IT IS 23 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 HE1086'7 AND U.S. HIGHWAY 69 AND 1.7 FEET SOUTH OF A WITNESS POST.
 HE1086'
 HE1086'ALL OBJECTS VISIBLE AT 30 FEET.
 HE1086'
 HE1086'HEIGHT OF LIGHT ABOVE STATION MARK 18.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0733 ***********************************************************************
 KG0733  DESIGNATION -  GRANITE
 KG0733  PID         -  KG0733
 KG0733  STATE/COUNTY-  KS/PHILLIPS
 KG0733  USGS QUAD   -  WOODRUFF (1968)
 KG0733
 KG0733                         *CURRENT SURVEY CONTROL
 KG0733  ___________________________________________________________________
 KG0733* NAD 83(1997)-  39 59 40.83633(N)    099 29 01.44380(W)     ADJUSTED  
 KG0733* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 KG0733  ___________________________________________________________________
 KG0733  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 KG0733  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 KG0733
 KG0733  HORZ ORDER  -  SECOND
 KG0733
 KG0733.The horizontal coordinates were established by classical geodetic methods
 KG0733.and adjusted by the National Geodetic Survey in October 1998..
 KG0733
 KG0733.The orthometric height was scaled from a topographic map.
 KG0733
 KG0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0733
 KG0733.The geoid height was determined by GEOID03.
 KG0733
 KG0733;                    North         East     Units Scale Factor Converg.
 KG0733;SPC KS N     -   185,476.841   273,288.819   MT  1.00004112   -0 56 19.6
 KG0733;SPC NE       -    18,046.797   544,089.179   MT  1.00000241   +0 20 31.7
 KG0733;UTM  14      - 4,427,278.431   458,705.285   MT  0.99962099   -0 18 39.3
 KG0733
 KG0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0733!SPC KS N     -   0.99990114  x   1.00004112  =   0.99994226
 KG0733!SPC NE       -   0.99990114  x   1.00000241  =   0.99990355
 KG0733!UTM  14      -   0.99990114  x   0.99962099  =   0.99952217
 KG0733
 KG0733|---------------------------------------------------------------------|
 KG0733| PID    Reference Object                     Distance      Geod. Az  |
 KG0733|                                                           dddmmss.s |
 KG0733| CN8654 GRANITE RM 1                         10.605 METERS 17454     |
 KG0733| KG0802 LONG ISLAND MUNICIPAL TANK          APPROX. 6.7 KM 2213626.5 |
 KG0733| CN8653 GRANITE AZ MK                                      2693719.7 |
 KG0733| CN8655 GRANITE RM 2                         16.548 METERS 27204     |
 KG0733|---------------------------------------------------------------------|
 KG0733
 KG0733                          SUPERSEDED SURVEY CONTROL
 KG0733
 KG0733  NAD 83(1997)-  39 59 40.83678(N)    099 29 01.44482(W) AD(       ) 2
 KG0733  NAD 83(1986)-  39 59 40.84071(N)    099 29 01.44582(W) AD(       ) 2
 KG0733  NAD 27      -  39 59 40.80500(N)    099 29 00.07500(W) AD(       ) 2
 KG0733
 KG0733.Superseded values are not recommended for survey control.
 KG0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0733.See file dsdata.txt to determine how the superseded data were derived.
 KG0733
 KG0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK5870527278(NAD 83)
 KG0733_MARKER: DS = TRIANGULATION STATION DISK
 KG0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0733
 KG0733  HISTORY     - Date     Condition        Report By
 KG0733  HISTORY     - 1950     MONUMENTED       CGS
 KG0733
 KG0733                          STATION DESCRIPTION
 KG0733
 KG0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0733'THE STATION IS LOCATED ABOUT 4.4 MILES NORTHEAST OF LONG ISLAND,
 KG0733'0.5 MILE SOUTH OF THE KANSAS-NEBRASKA STATE LINE ON THE NORTH
 KG0733'RIGHT-OF-WAY OF AN EAST-WEST DIRT ROAD AND ON THE HIGHEST POINT
 KG0733'OF A LOW DOME SHAPED HILL HAVING A STONE QUARRY IN THE SOUTH
 KG0733'SLOPE.  IT IS 42.5 FEET NORTHEAST OF A TRIANGULAR BLAZED
 KG0733'TELEPHONE POLE, 18 FEET NORTH OF THE CENTER OF THE ROAD, 5 FEET
 KG0733'WEST-SOUTHWEST OF A WITNESS POST AND 3 FEET SOUTH OF AN
 KG0733'EAST-WEST FENCE LINE.  IT IS STAMPED GRANITE 1950 AND PROJECTS
 KG0733'4 INCHES.
 KG0733'
 KG0733'REFERENCE MARK NO. 1 IS 27 FEET EAST OF A TRIANGULAR BLAZED
 KG0733'TELEPHONE POLE, 17 FEET SOUTH OF THE CENTER OF THE ROAD AND
 KG0733'SET IN AN EAST-WEST FENCE LINE.  IT IS STAMPED GRANITE NO 1 1950
 KG0733'AND PROJECTS 2 INCHES.
 KG0733'
 KG0733'REFERENCE MARK NO. 2 IS 20 FEET NORTH OF THE CENTER OF THE ROAD
 KG0733'AND SET IN AN EAST-WEST FENCE LINE.  IT IS STAMPED GRANITE NO
 KG0733'2 1950 AND PROJECTS 2 INCHES.
 KG0733'
 KG0733'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 68.0 FEET.
 KG0733'
 KG0733'THE AZIMUTH MARK IS 31 FEET WEST OF THE CENTER OF A T ROAD
 KG0733'INTERSECTION, 13 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 KG0733'2 FEET EAST OF A WITNESS POST AND 2 FEET NORTHWEST OF A FENCE
 KG0733'CORNER.  IT IS STAMPED GRANITE 1950 AND PROJECTS 3 INCHES.
 KG0733'
 KG0733'TO REACH THE STATION FROM THE CITY WATER TANK IN LONG ISLAND,
 KG0733'GO NORTHEAST ON U.S. HIGHWAY 383 FOR 2.8 MILES TO AN ANGLING
 KG0733'CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.85 MILE TO A T ROAD
 KG0733'AND A BRIDGE ON THE RIGHT, TURN RIGHT ACROSS THE BRIDGE AND
 KG0733'GO NORTH FOR 0.55 MILE TO A T ROAD RIGHT AND THE AZIMUTH MARK
 KG0733'ON THE LEFT AS DESCRIBED.  TURN RIGHT AND GO EAST FOR 0.75 MILE
 KG0733'TO THE SUMMIT OF THE HILL AND THE STATION ON THE LEFT AS
 KG0733'DESCRIBED.
 KG0733'
 KG0733'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0744 ***********************************************************************
 HH0744  DESIGNATION -  GRANT
 HH0744  PID         -  HH0744
 HH0744  STATE/COUNTY-  KS/GRANT
 HH0744  USGS QUAD   -  ULYSSES SW (1978)
 HH0744
 HH0744                         *CURRENT SURVEY CONTROL
 HH0744  ___________________________________________________________________
 HH0744* NAD 83(1997)-  37 34 36.37922(N)    101 26 39.86723(W)     ADJUSTED  
 HH0744* NAVD 88     -       944.6    (meters)    3099.     (feet)  VERTCON   
 HH0744  ___________________________________________________________________
 HH0744  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 HH0744  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 HH0744
 HH0744  HORZ ORDER  -  SECOND
 HH0744
 HH0744.The horizontal coordinates were established by classical geodetic methods
 HH0744.and adjusted by the National Geodetic Survey in October 1998..
 HH0744
 HH0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0744
 HH0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0744
 HH0744.The geoid height was determined by GEOID03.
 HH0744
 HH0744;                    North         East     Units Scale Factor Converg.
 HH0744;SPC KS S     -   505,114.066   139,961.569   MT  0.99995351   -1 48 33.9
 HH0744;UTM  14      - 4,161,667.619   284,143.098   MT  1.00017396   -1 29 28.4
 HH0744
 HH0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0744!SPC KS S     -   0.99985578  x   0.99995351  =   0.99980929
 HH0744!UTM  14      -   0.99985578  x   1.00017396  =   1.00002971
 HH0744
 HH0744:                Primary Azimuth Mark                     Grid Az
 HH0744:SPC KS S     -  ULYSSES NEW MUN WATER TANK               082 29 22.3
 HH0744:UTM  14      -  ULYSSES NEW MUN WATER TANK               082 10 16.8
 HH0744
 HH0744|---------------------------------------------------------------------|
 HH0744| PID    Reference Object                     Distance      Geod. Az  |
 HH0744|                                                           dddmmss.s |
 HH0744| HH0734 ULYSSES NEW MUN WATER TANK          APPROX. 7.5 KM 0804048.4 |
 HH0744| HH0735 ULYSSES OLD MUN WATER TANK          APPROX. 7.4 KM 0881558.4 |
 HH0744| HH0737 ULYSSES RAD STA KBB 486 MAST        APPROX. 7.9 KM 0883954.3 |
 HH0744| HH0736 ULYSSES RAD STA KA 2274 MAST        APPROX. 7.7 KM 0911944.7 |
 HH0744| CM8201 GRANT AZ MK                                        0931212.7 |
 HH0744| HH0743 ULYSSES RAD STA KAB 583 MAST        APPROX. 3.8 KM 0935638.0 |
 HH0744| HH0739 ULYSSES RAD STA KAL 877 MAST        APPROX. 7.2 KM 1163011.5 |
 HH0744| HH0773 HUGOTON PRODUCTION CO RAD MAST      APPROX.15.0 KM 1493652.4 |
 HH0744| HH0774 KANSAS PWR AND LT CO RAD TOWER      APPROX.15.2 KM 1500657.5 |
 HH0744| CM8202 GRANT RM 1                           42.709 METERS 17740     |
 HH0744| HH0778 COLORADO INTEREST GAS CO MAST       APPROX.12.9 KM 1863437.5 |
 HH0744| HH0742 MILEPOST SULLIVAN GRAIN ELEV        APPROX. 1.8 KM 2171401.0 |
 HH0744| HH0740 STANO PAN AM PETROL TALL DEISO      APPROX. 4.6 KM 2470632.5 |
 HH0744| HH0820 BIG BOW COLLINGWOOD GRAIN ELEV      APPROX.10.5 KM 2610357.1 |
 HH0744| CM8203 GRANT RM 2                           28.713 METERS 27547     |
 HH0744|---------------------------------------------------------------------|
 HH0744
 HH0744                          SUPERSEDED SURVEY CONTROL
 HH0744
 HH0744  NAD 83(1997)-  37 34 36.38353(N)    101 26 39.86519(W) AD(       ) 2
 HH0744  NAD 83(1986)-  37 34 36.38627(N)    101 26 39.86064(W) AD(       ) 2
 HH0744  NAD 27      -  37 34 36.31836(N)    101 26 38.24832(W) AD(       ) 2
 HH0744  NGVD 29 (12/08/88)  944.2    (m)         3098.     (f) VERT ANG       
 HH0744
 HH0744.Superseded values are not recommended for survey control.
 HH0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0744.See file dsdata.txt to determine how the superseded data were derived.
 HH0744
 HH0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG8414361668(NAD 83)
 HH0744_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HH0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0744+STABILITY: SURFACE MOTION
 HH0744
 HH0744  HISTORY     - Date     Condition        Report By
 HH0744  HISTORY     - 1961     MONUMENTED       CGS
 HH0744  HISTORY     - 1987     GOOD             NOS
 HH0744
 HH0744                          STATION DESCRIPTION
 HH0744
 HH0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0744'THE STATION IS ABOUT 4-1/2 MILES WEST OF ULYSSES, IN THE SOUTHEAST
 HH0744'CORNER OF THE SOUTHWEST 1/4 OF SECTION 26, T 28 S.  R 38 W.
 HH0744'AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 160.
 HH0744'
 HH0744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160
 HH0744'AND 270, AT THE SOUTHWESTERN EDGE OF ULYSSES, GO WEST ON HIGHWAY
 HH0744'160 FOR 3.8 MILES TO A SIDE ROAD LEFT, SOUTH, AND THE AZIMUTH
 HH0744'MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION.  CONTINUE
 HH0744'AHEAD, WEST, FOR 0.5 MILE TO THE STATION ON THE RIGHT, NORTH,
 HH0744'SIDE OF THE HIGHWAY.
 HH0744'
 HH0744'STATION MARKS ARE STANDARD DISKS STAMPED GRANT 1961.  THE SURFACE
 HH0744'DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 HH0744'WITH THE SURFACE OF THE GROUND.  IT IS 70 FEET NORTH OF THE
 HH0744'CENTER OF THE INTERSECTION OF A FIELD ROAD AND HIGHWAY 160,
 HH0744'65 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET WEST
 HH0744'OF THE CENTER OF THE FIELD ROAD AND 12.4 FEET SOUTHWEST OF A
 HH0744'TELEPHONE POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HH0744'MASS OF CONCRETE 47 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0744'
 HH0744'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRANT NO 1 1961,
 HH0744'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.4
 HH0744'FOOT.  IT IS 75 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HH0744'21 FEET WEST OF THE CENTER OF A DRIVEWAY TO A FARM HOUSE AND
 HH0744'1 FOOT WEST OF A POWER POLE.
 HH0744'
 HH0744'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRANT NO 2 1961,
 HH0744'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 HH0744'THE GROUND.  IT IS 75 FEET NORTH OF THE CENTER LINE OF THE
 HH0744'HIGHWAY AND 2.4 FEET SOUTH OF THE NORTH ONE OF TWO TELEPHONE
 HH0744'POLES.
 HH0744'
 HH0744'THE AZIMUTH MARK, A STANDARD DISK STAMPED GRANT 1961, IS SET
 HH0744'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HH0744'GROUND.  IT IS 79 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HH0744'35 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 1.6 FEET WEST
 HH0744'OF A POWER POLE AND 1.4 FEET EAST OF A WITNESS POST.
 HH0744'
 HH0744'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 HH0744
 HH0744                          STATION RECOVERY (1987)
 HH0744
 HH0744'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 HH0744'THE STATION WAS RECOVERED AT THIS DATE.
 HH0744'STATION IS IN GOOD CONDITION.
 HH0744'
 HH0744'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HH0744'
 HH0744'RECOVERED BY RAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0819 ***********************************************************************
 KF0819  DESIGNATION -  GRANT RESET
 KF0819  PID         -  KF0819
 KF0819  STATE/COUNTY-  KS/WASHINGTON
 KF0819  USGS QUAD   -  BRANTFORD (1965)
 KF0819
 KF0819                         *CURRENT SURVEY CONTROL
 KF0819  ___________________________________________________________________
 KF0819* NAD 83(1997)-  39 44 27.45014(N)    097 20 36.68298(W)     ADJUSTED  
 KF0819* NAVD 88     -       500.     (meters)    1640.     (feet)  SCALED    
 KF0819  ___________________________________________________________________
 KF0819  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 KF0819  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 KF0819
 KF0819  HORZ ORDER  -  FIRST
 KF0819
 KF0819.The horizontal coordinates were established by classical geodetic methods
 KF0819.and adjusted by the National Geodetic Survey in October 1998..
 KF0819
 KF0819.The orthometric height was scaled from a topographic map.
 KF0819
 KF0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0819
 KF0819.The geoid height was determined by GEOID03.
 KF0819
 KF0819;                    North         East     Units Scale Factor Converg.
 KF0819;SPC KS N     -   156,471.387   456,269.491   MT  0.99999340   +0 24 55.3
 KF0819;UTM  14      - 4,400,318.671   641,932.874   MT  0.99984801   +1 03 33.1
 KF0819
 KF0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0819!SPC KS N     -   0.99992578  x   0.99999340  =   0.99991918
 KF0819!UTM  14      -   0.99992578  x   0.99984801  =   0.99977380
 KF0819
 KF0819|---------------------------------------------------------------------|
 KF0819| PID    Reference Object                     Distance      Geod. Az  |
 KF0819|                                                           dddmmss.s |
 KF0819| CN8657 GRANT RM 1                           45.660 METERS 10332     |
 KF0819| CN8659 GRANT RM 3                           11.314 METERS 19445     |
 KF0819| CN8658 GRANT RM 2                           32.364 METERS 25013     |
 KF0819| CN8656 GRANT AZ MK                                        2904142.4 |
 KF0819| KF0832 CUBA MUNICIPAL TANK                 APPROX.11.7 KM 3053904.0 |
 KF0819|---------------------------------------------------------------------|
 KF0819
 KF0819                          SUPERSEDED SURVEY CONTROL
 KF0819
 KF0819  NAD 83(1997)-  39 44 27.45325(N)    097 20 36.68149(W) AD(       ) 1
 KF0819  NAD 83(1986)-  39 44 27.45619(N)    097 20 36.68153(W) AD(       ) 1
 KF0819  NAD 27      -  39 44 27.45200(N)    097 20 35.53800(W) AD(       ) 1
 KF0819
 KF0819.Superseded values are not recommended for survey control.
 KF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0819.See file dsdata.txt to determine how the superseded data were derived.
 KF0819
 KF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK4193300319(NAD 83)
 KF0819_MARKER: DS = TRIANGULATION STATION DISK
 KF0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF0819
 KF0819  HISTORY     - Date     Condition        Report By
 KF0819  HISTORY     - 1935     MONUMENTED       CGS
 KF0819  HISTORY     - 1950     GOOD             CGS
 KF0819  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KF0819
 KF0819                          STATION DESCRIPTION
 KF0819
 KF0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0819'STATION IS LOCATED ABOUT 8 MILES SOUTH AND 2 MILES WEST OF
 KF0819'HADDAM, 1.0 MILE EAST AND 2 MILES NORTH OF BRANTFORD, IN SOUTHWEST
 KF0819'QUARTER SEC. 32, T. 3 S., R. 1 E., ON THE TOP OF A HIGH RIDGE
 KF0819'AND ON THE NORTH SIDE OF AN ABANDONED SECTION-LINE ROAD.
 KF0819'
 KF0819'REACHED FROM HADDAM (FLAG POLE IN CENTER OF MAIN STREET) BY
 KF0819'GOING EAST ON U.S. HIGHWAY 36 FOR 0.15 MILE, TAKE RIGHT FORK
 KF0819'ACROSS RAILROAD TRACKS (LEAVING U.S. HIGHWAY 36) FOR 0.1 MILE,
 KF0819'TURN RIGHT ACROSS BRIDGE ONTO GRAVEL ROAD AND GO 7.0 MILES SOUTH
 KF0819'TO CROSS ROAD, TURN RIGHT AND GO 3.0 MILES WEST, TURN LEFT AND
 KF0819'GO 0.5 MILE SOUTH TO C.F. JOHNSONS HOME ON EAST SIDE OF ROAD,
 KF0819'CONTINUE SOUTH 0.35 MILE, THEN TURN LEFT THROUGH GATE AND GO
 KF0819'0.3 MILE SOUTHEAST ACROSS PASTURE TO GATE IN SOUTHEAST CORNER,
 KF0819'PASS THROUGH AND TURN LEFT ONTO ABANDONED SECTION-LINE ROAD,
 KF0819'GO 0.25 MILE EAST TO TOP OF GRADE AND STATION IN NORTH
 KF0819'RIGHT-OF-WAY FENCE LINE.  MARK PROJECTS 6 INCHES.
 KF0819'
 KF0819'AZIMUTH MARK IS 0.5 MILE WEST OF STATION, AT ENTRANCE TO
 KF0819'PASTURE, 0.35 MILE SOUTH OF THE C.F. JOHNSON HOUSE, 26 FEET
 KF0819'EAST OF THE CENTERLINE OF ROAD, AND 15 FEET SOUTH OF GATE.
 KF0819'MARK PROJECTS 6 INCHES.
 KF0819'
 KF0819'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION, 10 FEET NORTH
 KF0819'OF SOUTH RIGHT-OF-WAY FENCE LINE, 15 FEET SOUTH OF CENTERLINE
 KF0819'OF ROAD, AND PROJECTS 8 INCHES.
 KF0819'
 KF0819'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION, SET IN SOUTH
 KF0819'RIGHT-OF-WAY FENCE LINE, 25 FEET SOUTH OF CENTERLINE OF ROAD,
 KF0819'AND PROJECTS 7 INCHES.
 KF0819'
 KF0819'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 KF0819
 KF0819                          STATION RECOVERY (1950)
 KF0819
 KF0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0819'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 KF0819'AND AZIMUTH MARK RECOVERED AND FOUND IN
 KF0819'GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KF0819'
 KF0819'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTH AND 2.0 MILES WEST
 KF0819'OF HADDAM, 5-1/2 MILES NORTHEAST OF AGENDA AND 2.0 MILES NORTH
 KF0819'AND 1.0 MILE EAST OF BRANFORD, ON THE HIGH POINT OF A PROMINENT
 KF0819'RIDGE NEAR THE CENTER OF THE SOUTH END OF A CULTIVATED FIELD
 KF0819'AND ON LAND OWNED BY MR. C.F. JOHNSON.  IT IS ABOUT 0.5 MILE
 KF0819'SOUTHEAST OF THE JOHNSON FARM HOUSE, 0.4 MILE EAST OF
 KF0819'NORTH-SOUTH ROAD AND 18 FEET NORTH OF FENCE LINE AND WITNESS
 KF0819'POST.  IT IS STAMPED GRANT 1935 AND PROJECTS 4 INCHES.
 KF0819'
 KF0819'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET NEAR
 KF0819'THE CENTER OF OLD SECTION LINE ROAD, 13 FEET SOUTH OF EAST-WEST
 KF0819'FENCE LINE AND 10 FEET NORTH OF EAST-WEST FENCE LINE.  IT IS
 KF0819'STAMPED GRANT NO 1 1935 AND PROJECTS 2 INCHES.
 KF0819'
 KF0819'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, SET JUST
 KF0819'SOUTH OF THE CENTER OF OLD SECTION LINE ROAD, 21 FEET SOUTH OF
 KF0819'EAST-WEST FENCE LINE AND 2 FEET NORTH OF EAST-WEST FENCE LINE.
 KF0819'IT IS STAMPED GRANT NO 2 1935 AND PROJECTS 8 INCHES.
 KF0819'
 KF0819'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST-NORTHWEST OF THE STATION,
 KF0819'25 FEET EAST OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD
 KF0819'AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KF0819'GRANT 1935 AND PROJECTS 6 INCHES.
 KF0819'
 KF0819'TO REACH THE STATION FROM THE POST OFFICE IN AGENDA, GO NORTH
 KF0819'FOR 0.3 MILE TO T-INTERSECTION, TURN RIGHT AND FOLLOW GRADED
 KF0819'ROAD EAST FOR 3.9 MILES TO BRANFORD, CONTINUE EAST FOR 0.6
 KF0819'MILE TO T-ROAD LEFT, TURN LEFT AND FOLLOW GRADED ROAD NORTH FOR
 KF0819'2.1 MILES TO A LARGE TREE NEAR THE SOUTH END OF GATE ON RIGHT,
 KF0819'(CONTINUE NORTH FOR ABOUT 0.1 MILE TO THE AZIMUTH MARK ON THE
 KF0819'EAST AS DESCRIBED), PASS THROUGH GATE AND PICK WAY ACROSS
 KF0819'PASTURE IN AN EASTERLY DIRECTION TO GATE IN FENCE LINE IN
 KF0819'SOUTHWEST CORNER OF FIELD, PASS THROUGH GATE AND CONTINUE
 KF0819'EAST ALONG NORTH SIDE OF FENCE LINE FOR ABOUT 0.05 MILE
 KF0819'TO THE STATION AS DESCRIBED.
 KF0819'
 KF0819'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
 KF0819
 KF0819                          STATION RECOVERY (1965)
 KF0819
 KF0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0819'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 KF0819'ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE STATION
 KF0819'MARK IS NOW IN A CULTIVATED FIELD AND THE PROPERTY OWNER
 KF0819'REQUESTED THAT IT BE LOWERED BELOW PLOW DEPTH.
 KF0819'
 KF0819'REFERENCE MARK NO. 1 WAS RECOVERED, IT IS NOW ABOUT 6-INCHES
 KF0819'BELOW THE SURFACE OF THE GROUND, A NEW REFERENCE MARK NO. 3
 KF0819'WAS ESTABLISHED.
 KF0819'
 KF0819'THE DESCRIPTIONS TO REACH THE STATION ARE CORRECT, IN THE FUTURE
 KF0819'GO TO THE FARM HOUSE NORTHWEST OF THE STATION AND ASK ABOUT A
 KF0819'ROUTE TO DRIVE TO THE STATION DUE TO THE CULTIVATED FIELDS.
 KF0819'
 KF0819'THE STATION MARK IS 40.0 FEET NORTH OF THE HEDGE ROW, 18 FEET
 KF0819'NORTH OF THE FENCE LINE AND 18 FEET NORTH OF A METAL WITNESS
 KF0819'POST.  A STANDARD DISK IN THE TOP OF A MASS OF CONCRETE 14-INCHES
 KF0819'BELOW THE SURFACE OF THE GROUND, STAMPED GRANT 1935.
 KF0819'
 KF0819'REFERENCE MARK NO. 1 IS 7 FEET NORTH OF THE HEDGE ROW AND 13
 KF0819'FEET SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED GRANT
 KF0819'NO 1 1935, IN THE TOP OF A CONCRETE MONUMENT 6 INCHES BELOW
 KF0819'SURFACE OF THE GROUND.
 KF0819'
 KF0819'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF THE HEDGE ROW AND 20
 KF0819'FEET SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED,
 KF0819'GRANT NO 2 1935 AND PROJECTING 8 INCHES ABOVE THE GROUND.
 KF0819'
 KF0819'REFERENCE MARK NO. 3 IS 7 FEET NORTH OF THE HEDGE ROW AND 18
 KF0819'FEET SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED, GRANT
 KF0819'NO 3 1965, IN THE TOP OF A CONCRETE MONUMENT AND PROJECTING
 KF0819'4 INCHES.
 KF0819'
 KF0819'AZIMUTH MARK IS 22 FEET EAST OF CENTER LINE OF THE ROAD, 1.0
 KF0819'FOOT EAST OF THE FENCE LINE AND 1.0 FOOT SOUTHEAST OF A METAL
 KF0819'WITNESS POST.  A STANDARD DISK, STAMPED, GRANT 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1420 ***********************************************************************
 JE1420  DESIGNATION -  GRAVEL
 JE1420  PID         -  JE1420
 JE1420  STATE/COUNTY-  KS/FRANKLIN
 JE1420  USGS QUAD   -  PEORIA (1983)
 JE1420
 JE1420                         *CURRENT SURVEY CONTROL
 JE1420  ___________________________________________________________________
 JE1420* NAD 83(1997)-  38 35 37.42651(N)    095 14 01.67808(W)     ADJUSTED  
 JE1420* NAVD 88     -       289.583  (meters)     950.07   (feet)  ADJUSTED  
 JE1420  ___________________________________________________________________
 JE1420  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 JE1420  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE1420  DYNAMIC HT  -         289.383 (meters)     949.42  (feet)  COMP
 JE1420  MODELED GRAV-     979,929.1   (mgal)                       NAVD 88
 JE1420
 JE1420  HORZ ORDER  -  SECOND
 JE1420  VERT ORDER  -  SECOND    CLASS 0
 JE1420
 JE1420.The horizontal coordinates were established by classical geodetic methods
 JE1420.and adjusted by the National Geodetic Survey in October 1998..
 JE1420
 JE1420.The orthometric height was determined by differential leveling
 JE1420.and adjusted by the National Geodetic Survey in June 1991..
 JE1420
 JE1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1420
 JE1420.The geoid height was determined by GEOID03.
 JE1420
 JE1420.The dynamic height is computed by dividing the NAVD 88
 JE1420.geopotential number by the normal gravity value computed on the
 JE1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1420.degrees latitude (g = 980.6199 gals.).
 JE1420
 JE1420.The modeled gravity was interpolated from observed gravity values.
 JE1420
 JE1420;                    North         East     Units Scale Factor Converg.
 JE1420;SPC KS S     -   618,866.418   684,493.456   MT  1.00000546   +2 00 25.8
 JE1420;UTM  15      - 4,274,060.176   305,459.073   MT  1.00006608   -1 23 37.9
 JE1420
 JE1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1420!SPC KS S     -   0.99995954  x   1.00000546  =   0.99996500
 JE1420!UTM  15      -   0.99995954  x   1.00006608  =   1.00002562
 JE1420
 JE1420:                Primary Azimuth Mark                     Grid Az
 JE1420:SPC KS S     -  GRAVEL AZ MK 2                           001 12 38.4
 JE1420:UTM  15      -  GRAVEL AZ MK 2                           004 36 42.1
 JE1420
 JE1420|---------------------------------------------------------------------|
 JE1420| PID    Reference Object                     Distance      Geod. Az  |
 JE1420|                                                           dddmmss.s |
 JE1420| JE1423 GRAVEL AZ MK 2                      APPROX. 0.6 KM 0031304.2 |
 JE1420| JE1422 GRAVEL RM 3 AZIMUTH                                0064304.4 |
 JE1420| JE1421 GRAVEL RM 2                           7.875 METERS 01103     |
 JE1420| JE1649 OTTAWA RWD NO 2 TANK                APPROX. 5.0 KM 1763641.8 |
 JE1420| JE1419 GRAVEL RM 1                           9.926 METERS 19522     |
 JE1420| JE1667 OTTAWA RWD NO 4 STANDPIPE           APPROX. 5.5 KM 2344707.5 |
 JE1420| JE1666 OTTAWA S MUN TANK                   APPROX. 3.2 KM 2704045.9 |
 JE1420|---------------------------------------------------------------------|
 JE1420
 JE1420                          SUPERSEDED SURVEY CONTROL
 JE1420
 JE1420  NAD 83(1986)-  38 35 37.43402(N)    095 14 01.68090(W) AD(       ) 2
 JE1420  NAD 27      -  38 35 37.39015(N)    095 14 00.77940(W) AD(       ) 2
 JE1420  NGVD 29 (??/??/92)  289.466  (m)          949.69   (f) ADJ UNCH    2 0
 JE1420
 JE1420.Superseded values are not recommended for survey control.
 JE1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1420.See file dsdata.txt to determine how the superseded data were derived.
 JE1420
 JE1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0545974060(NAD 83)
 JE1420_MARKER: DS = TRIANGULATION STATION DISK
 JE1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1420_STAMPING: GRAVEL 1974
 JE1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1420+STABILITY: SURFACE MOTION
 JE1420
 JE1420  HISTORY     - Date     Condition        Report By
 JE1420  HISTORY     - 1974     MONUMENTED       NGS
 JE1420  HISTORY     - 1974     GOOD             NGS
 JE1420  HISTORY     - 1976     GOOD             NGS
 JE1420  HISTORY     - 1982     GOOD             NGS
 JE1420
 JE1420                          STATION DESCRIPTION
 JE1420
 JE1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1420'THE STATION IS ABOUT 2-1/4 MILES SOUTHEAST OF THE OTTAWA COURTHOUSE,
 JE1420'ALONG THE EAST SIDE OF INTERSTATE HIGHWAY 35 AT THE 15TH STREET
 JE1420'EXIT, ON HIGHWAY RIGHT-OF-WAY, IN THE NE 1/4 OF SEC 7, R 20 E, T 17
 JE1420'S.
 JE1420'
 JE1420'TO REACH THE STATION FROM WHERE INTERSTATE HIGHWAY 35 CROSSES OVER
 JE1420'U.S. HIGHWAY 59 IN THE SOUTH EDGE OF OTTAWA, GO EAST AND NORTHEAST
 JE1420'ON HIGHWAY 35 FOR 2.25 MILES TO THE STATION ON THE RIGHT.
 JE1420'
 JE1420'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTHEASTERLY ON
 JE1420'INTERSTATE HIGHWAY 35 FOR 0.25 MILE TO THE BRIDGE OVER THE MARAIS
 JE1420'DES CYGNES RIVER AND THE MARK ON THE RIGHT IN THE SOUTHEAST END OF
 JE1420'THE BRIDGE.
 JE1420'
 JE1420'STATION MARKS ARE STANDARD DISKS, STAMPED GRAVEL 1974.  THE SURFACE
 JE1420'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JE1420'THAT IS FLUSH WITH THE GROUND.  IT IS 24.6 FEET SOUTH OF A METAL
 JE1420'WITNESS POST, 2.7 FEET EAST OF A METAL GUARD RAIL, 24.7 FEET EAST
 JE1420'OF THE CENTER OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 AND
 JE1420'33.0 FEET NORTH OF A LAMP POST.  THE UNDERGROUND DISK IS SET IN AN
 JE1420'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 JE1420'SURFACE.
 JE1420'
 JE1420'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAVEL NO 1 1974,
 JE1420'CEMENTED IN A DRILL HOLE AT THE NORTH CORNER OF A CONCRETE BASE FOR
 JE1420'A LAMP POST.  IT IS 24.9 FEET EAST OF THE CENTER OF THE NORTH BOUND
 JE1420'LANE OF INTERSTATE HIGHWAY 35 AND 2.0 FEET EAST OF A METAL GUARD
 JE1420'RAIL.
 JE1420'
 JE1420'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAVEL NO 2 1974,
 JE1420'CEMENTED IN A DRILL HOLE IN THE SOUTH END OF THE CONCRETE BRIDGE
 JE1420'OVER 15TH STREET.  IT IS 23.1 FEET EAST OF THE CENTER OF THE NORTH
 JE1420'BOUND LANE OF INTERSTATE HIGHWAY 35 AND 1.2 FEET NORTHEAST OF A
 JE1420'METAL WITNESS POST.
 JE1420'
 JE1420'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GRAVEL NO 3 1974 AZ,
 JE1420'CEMENTED IN A DRILL HOLE AT THE SOUTH END OF A CONCRETE BRIDGE OVER
 JE1420'THE MARAIS DES CYGNES RIVER.  IT IS 15.5 FEET EAST OF THE CENTER OF
 JE1420'THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 AND 2.2 FEET
 JE1420'SOUTHWEST OF THE SOUTH END OF THE EAST BRIDGE RAIL.
 JE1420'
 JE1420'NEAREST TOWN--OTTAWA.
 JE1420'
 JE1420'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 JE1420
 JE1420                          STATION RECOVERY (1974)
 JE1420
 JE1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1420'2.4 MI NE FROM OTTAWA.
 JE1420'ABOUT 2.4 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1420'JUNCTION WITH US HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA.  ALONG THE
 JE1420'SOUTHEAST SIDE OF I-35, 25.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 JE1420'BRIDGE OVER 15TH STREET, 25.8 FEET SOUTH OF RM 2, 24.7 FEET EAST OF
 JE1420'THE NORTH BOUND LANE OF HIGHWAY, 33 FEET NORTH OF A LAMP POLE, 2.6
 JE1420'FEET EAST OF A METAL GUARD RAIL, 2.6 FEET SOUTH OF A METAL WITNESS
 JE1420'SIGN AND 32.56 FEET NORTH OF RM 2.  SET IN THE TOP OF A CONCRETE POST
 JE1420'FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE HIGHWAY.
 JE1420
 JE1420                          STATION RECOVERY (1976)
 JE1420
 JE1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JE1420'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND REFERENCE MARK 3 AZ
 JE1420'WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  DUE
 JE1420'TO REPAIR WORK TO THE BRIDGE OVER THE MARAIS DES CYGNES RIVER, THE
 JE1420'REFERENCE MARK 3 WILL BE DESTROYED.  AZIMUTH MARK 2 WAS
 JE1420'ESTABLISHED THIS DATE.
 JE1420'
 JE1420'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT VERIFIED
 JE1420'THIS DATE.  FOLLOWING IS A DESCRIPTION FOR AZIMUTH MARK 2.
 JE1420'
 JE1420'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED GRAVEL 1974 AZ 2 1976,
 JE1420'CEMENTED IN A DRILL HOLE IN THE SOUTH CORNER OF THE NORTH CONCRETE
 JE1420'BRIDGE AND 20 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 JE1420'INTERSTATE HIGHWAY 35 AND ABOUT 1 FOOT HIGHER THAN THE BRIDGE
 JE1420'FLOOR.
 JE1420'
 JE1420'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO NORTHERLY ON I-35
 JE1420'FOR 0.25 MILE TO THE MARAIS DES CYGNES RIVER AND THE AZIMUTH MARK 2
 JE1420'ON THE LEFT.
 JE1420'
 JE1420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES
 JE1420'SOUTHEAST OF OTTAWA.
 JE1420
 JE1420                          STATION RECOVERY (1982)
 JE1420
 JE1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JE1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1423 ***********************************************************************
 JE1423  DESIGNATION -  GRAVEL AZ MK 2
 JE1423  PID         -  JE1423
 JE1423  STATE/COUNTY-  KS/FRANKLIN
 JE1423  USGS QUAD   -  PEORIA (1983)
 JE1423
 JE1423                         *CURRENT SURVEY CONTROL
 JE1423  ___________________________________________________________________
 JE1423* NAD 83(1997)-  38 35 56.59033(N)    095 14 00.30514(W)     ADJUSTED  
 JE1423* NAVD 88     -       283.03   (+/-2cm)     928.6    (feet)  VERTCON   
 JE1423  ___________________________________________________________________
 JE1423  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 JE1423  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE1423
 JE1423  HORZ ORDER  -  THIRD
 JE1423  VERT ORDER  -  THIRD (See Below)
 JE1423
 JE1423.The horizontal coordinates were established by classical geodetic methods
 JE1423.and adjusted by the National Geodetic Survey in October 1998..
 JE1423.No horizontal observational check was made to the station.
 JE1423
 JE1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1423.The vertical order pertains to the NGVD 29 superseded value.
 JE1423
 JE1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1423
 JE1423.The geoid height was determined by GEOID03.
 JE1423
 JE1423;                    North         East     Units Scale Factor Converg.
 JE1423;SPC KS S     -   619,458.149   684,505.961   MT  1.00000657   +2 00 26.7
 JE1423;UTM  15      - 4,274,650.158   305,506.664   MT  1.00006585   -1 23 37.6
 JE1423
 JE1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1423!SPC KS S     -   0.99996057  x   1.00000657  =   0.99996714
 JE1423!UTM  15      -   0.99996057  x   1.00006585  =   1.00002642
 JE1423
 JE1423                          SUPERSEDED SURVEY CONTROL
 JE1423
 JE1423  NAD 83(1986)-  38 35 56.59783(N)    095 14 00.30796(W) AD(       ) 3
 JE1423  NAD 27      -  38 35 56.55426(N)    095 13 59.40661(W) AD(       ) 3
 JE1423  NGVD 29 (??/??/??)  282.90   (m)          928.1    (f) RESET       3  
 JE1423
 JE1423.Superseded values are not recommended for survey control.
 JE1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1423.See file dsdata.txt to determine how the superseded data were derived.
 JE1423
 JE1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0550774650(NAD 83)
 JE1423_MARKER: DB = BENCH MARK DISK
 JE1423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1423_SP_SET: BRIDGE
 JE1423_STAMPING: GRAVEL 1974 AZ 2 1976
 JE1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1423
 JE1423  HISTORY     - Date     Condition        Report By
 JE1423  HISTORY     - 1976     MONUMENTED       NGS
 JE1423
 JE1423                          STATION DESCRIPTION
 JE1423
 JE1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 JE1423'2.8 MI NE FROM OTTAWA.
 JE1423'ABOUT 2.8 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1423'JUNCTION WITH US HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA, 20 FT WEST OF
 JE1423'THE CENTER OF THE SOUTH BOUND LANE OF I-35, CEMENTED IN A DRILL HOLE
 JE1423'IN THE SOUTH CORNER OF THE NORTH BRIDGE BANISTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1419 ***********************************************************************
 JE1419  DESIGNATION -  GRAVEL RM 1
 JE1419  PID         -  JE1419
 JE1419  STATE/COUNTY-  KS/FRANKLIN
 JE1419  USGS QUAD   -  PEORIA (1983)
 JE1419
 JE1419                         *CURRENT SURVEY CONTROL
 JE1419  ___________________________________________________________________
 JE1419* NAD 83(1986)-  38 35 37.     (N)    095 14 02.     (W)     SCALED    
 JE1419* NAVD 88     -       289.669  (meters)     950.36   (feet)  ADJUSTED  
 JE1419  ___________________________________________________________________
 JE1419  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE1419  DYNAMIC HT  -         289.469 (meters)     949.70  (feet)  COMP
 JE1419  MODELED GRAV-     979,929.1   (mgal)                       NAVD 88
 JE1419
 JE1419  VERT ORDER  -  SECOND    CLASS 0
 JE1419
 JE1419.The horizontal coordinates were scaled from a topographic map and have
 JE1419.an estimated accuracy of +/- 6 seconds.
 JE1419
 JE1419.The orthometric height was determined by differential leveling
 JE1419.and adjusted by the National Geodetic Survey in June 1991..
 JE1419
 JE1419.The geoid height was determined by GEOID03.
 JE1419
 JE1419.The dynamic height is computed by dividing the NAVD 88
 JE1419.geopotential number by the normal gravity value computed on the
 JE1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1419.degrees latitude (g = 980.6199 gals.).
 JE1419
 JE1419.The modeled gravity was interpolated from observed gravity values.
 JE1419
 JE1419;                    North         East    Units  Estimated Accuracy
 JE1419;SPC KS S     -   618,850.      684,490.      MT  (+/- 180 meters Scaled)
 JE1419
 JE1419                          SUPERSEDED SURVEY CONTROL
 JE1419
 JE1419  NGVD 29 (??/??/92)  289.553  (m)          949.98   (f) ADJ UNCH    2 0
 JE1419
 JE1419.Superseded values are not recommended for survey control.
 JE1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1419.See file dsdata.txt to determine how the superseded data were derived.
 JE1419
 JE1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC054740(NAD 83)
 JE1419_MARKER: DR = REFERENCE MARK DISK
 JE1419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1419_SP_SET: BASE
 JE1419_STAMPING: GRAVEL NO 1 1974
 JE1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1419
 JE1419  HISTORY     - Date     Condition        Report By
 JE1419  HISTORY     - 1974     MONUMENTED       NGS
 JE1419  HISTORY     - 1982     GOOD             NGS
 JE1419
 JE1419                          STATION DESCRIPTION
 JE1419
 JE1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1419'2.4 MI NE FROM OTTAWA.
 JE1419'AT THE GRAVEL STATION SITE, 32.56 FEET SOUTH OF THE STATION, 24.9 FEET
 JE1419'EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF I-35, AND 2.0 FEET
 JE1419'EAST OF A METAL GUARD RAIL.  SET IN THE TOP OF THE NORTH CORNER OF THE
 JE1419'CONCRETE BASE OF A LIGHT POLE AND IS ABOUT LEVEL WITH THE HIGHWAY.
 JE1419
 JE1419                          STATION RECOVERY (1982)
 JE1419
 JE1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JE1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1421 ***********************************************************************
 JE1421  DESIGNATION -  GRAVEL RM 2
 JE1421  PID         -  JE1421
 JE1421  STATE/COUNTY-  KS/FRANKLIN
 JE1421  USGS QUAD   -  PEORIA (1983)
 JE1421
 JE1421                         *CURRENT SURVEY CONTROL
 JE1421  ___________________________________________________________________
 JE1421* NAD 83(1986)-  38 35 37.     (N)    095 14 02.     (W)     SCALED    
 JE1421* NAVD 88     -       289.702  (meters)     950.46   (feet)  ADJUSTED  
 JE1421  ___________________________________________________________________
 JE1421  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE1421  DYNAMIC HT  -         289.501 (meters)     949.80  (feet)  COMP
 JE1421  MODELED GRAV-     979,929.1   (mgal)                       NAVD 88
 JE1421
 JE1421  VERT ORDER  -  SECOND    CLASS 0
 JE1421
 JE1421.The horizontal coordinates were scaled from a topographic map and have
 JE1421.an estimated accuracy of +/- 6 seconds.
 JE1421
 JE1421.The orthometric height was determined by differential leveling
 JE1421.and adjusted by the National Geodetic Survey in June 1991..
 JE1421
 JE1421.The geoid height was determined by GEOID03.
 JE1421
 JE1421.The dynamic height is computed by dividing the NAVD 88
 JE1421.geopotential number by the normal gravity value computed on the
 JE1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1421.degrees latitude (g = 980.6199 gals.).
 JE1421
 JE1421.The modeled gravity was interpolated from observed gravity values.
 JE1421
 JE1421;                    North         East    Units  Estimated Accuracy
 JE1421;SPC KS S     -   618,850.      684,490.      MT  (+/- 180 meters Scaled)
 JE1421
 JE1421                          SUPERSEDED SURVEY CONTROL
 JE1421
 JE1421  NGVD 29 (??/??/92)  289.585  (m)          950.08   (f) ADJ UNCH    2 0
 JE1421
 JE1421.Superseded values are not recommended for survey control.
 JE1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1421.See file dsdata.txt to determine how the superseded data were derived.
 JE1421
 JE1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC054740(NAD 83)
 JE1421_MARKER: DR = REFERENCE MARK DISK
 JE1421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1421_SP_SET: BRIDGE
 JE1421_STAMPING: GRAVEL NO 2 1974
 JE1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1421
 JE1421  HISTORY     - Date     Condition        Report By
 JE1421  HISTORY     - 1974     MONUMENTED       NGS
 JE1421  HISTORY     - 1982     GOOD             NGS
 JE1421
 JE1421                          STATION DESCRIPTION
 JE1421
 JE1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1421'2.4 MI NE FROM OTTAWA.
 JE1421'AT THE GRAVEL STATION SITE, 25.83 FEET NORTH OF THE STATION, 23.1 FEET
 JE1421'EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF I-35, AND 1.2 FEET
 JE1421'NORTHEAST OF A METAL WITNESS SIGN.  SET IN THE TOP OF THE SOUTHEAST
 JE1421'CORNER OF THE SOUTHEAST ONE OF TWO BRIDGES OVER 15TH STREET AND IS
 JE1421'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JE1421
 JE1421                          STATION RECOVERY (1982)
 JE1421
 JE1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JE1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1422 ***********************************************************************
 JE1422  DESIGNATION -  GRAVEL RM 3 AZIMUTH
 JE1422  PID         -  JE1422
 JE1422  STATE/COUNTY-  KS/FRANKLIN
 JE1422  USGS QUAD   -  PEORIA (1983)
 JE1422
 JE1422                         *CURRENT SURVEY CONTROL
 JE1422  ___________________________________________________________________
 JE1422* NAD 83(1986)-  38 35 58.     (N)    095 13 59.     (W)     SCALED    
 JE1422* NAVD 88     -       283.048  (meters)     928.63   (feet)  ADJUSTED  
 JE1422  ___________________________________________________________________
 JE1422  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE1422  DYNAMIC HT  -         282.852 (meters)     927.99  (feet)  COMP
 JE1422  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 JE1422
 JE1422  VERT ORDER  -  SECOND    CLASS 0
 JE1422
 JE1422.The horizontal coordinates were scaled from a topographic map and have
 JE1422.an estimated accuracy of +/- 6 seconds.
 JE1422
 JE1422.The orthometric height was determined by differential leveling
 JE1422.and adjusted by the National Geodetic Survey in June 1991..
 JE1422
 JE1422.The geoid height was determined by GEOID03.
 JE1422
 JE1422.The dynamic height is computed by dividing the NAVD 88
 JE1422.geopotential number by the normal gravity value computed on the
 JE1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1422.degrees latitude (g = 980.6199 gals.).
 JE1422
 JE1422.The modeled gravity was interpolated from observed gravity values.
 JE1422
 JE1422;                    North         East    Units  Estimated Accuracy
 JE1422;SPC KS S     -   619,500.      684,540.      MT  (+/- 180 meters Scaled)
 JE1422
 JE1422                          SUPERSEDED SURVEY CONTROL
 JE1422
 JE1422  NGVD 29 (??/??/92)  282.932  (m)          928.25   (f) ADJ UNCH    2 0
 JE1422
 JE1422.Superseded values are not recommended for survey control.
 JE1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1422.See file dsdata.txt to determine how the superseded data were derived.
 JE1422
 JE1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC055746(NAD 83)
 JE1422_MARKER: DR = REFERENCE MARK DISK
 JE1422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1422_SP_SET: BRIDGE
 JE1422_STAMPING: GRAVEL NO 3 AZ 1974
 JE1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1422
 JE1422  HISTORY     - Date     Condition        Report By
 JE1422  HISTORY     - 1974     MONUMENTED       NGS
 JE1422
 JE1422                          STATION DESCRIPTION
 JE1422
 JE1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1422'2.8 MI NE FROM OTTAWA.
 JE1422'ABOUT 2.8 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1422'JUNCTION WITH US HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA, 15.5 FEET
 JE1422'EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF I-35 AND 2.2 FEET
 JE1422'NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE BANISTER.  THE MARK IS
 JE1422'SET IN THE TOP OF THE BASE OF THE EAST BANISTER OF THE EAST ONE OF TWO
 JE1422'BRIDGES OVER THE MARAIS DES CYGNES RIVER AND IS ABOUT 1 FOOT ABOVE THE
 JE1422'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0910 ***********************************************************************
 JG0910  DESIGNATION -  GRAY
 JG0910  PID         -  JG0910
 JG0910  STATE/COUNTY-  KS/HODGEMAN
 JG0910  USGS QUAD   -  HANSTON NW (1970)
 JG0910
 JG0910                         *CURRENT SURVEY CONTROL
 JG0910  ___________________________________________________________________
 JG0910* NAD 83(1997)-  38 09 36.69172(N)    099 38 34.83093(W)     ADJUSTED  
 JG0910* NAVD 88     -       649.6    (meters)    2131.     (feet)  VERTCON   
 JG0910  ___________________________________________________________________
 JG0910  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JG0910  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0910
 JG0910  HORZ ORDER  -  THIRD
 JG0910  VERT ORDER  -  THIRD ? (See Below)
 JG0910
 JG0910.The horizontal coordinates were established by classical geodetic methods
 JG0910.and adjusted by the National Geodetic Survey in October 1998..
 JG0910
 JG0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0910.The vertical order pertains to the NGVD 29 superseded value.
 JG0910
 JG0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0910
 JG0910.The geoid height was determined by GEOID03.
 JG0910
 JG0910;                    North         East     Units Scale Factor Converg.
 JG0910;SPC KS S     -   566,373.951   299,833.553   MT  0.99994485   -0 42 08.7
 JG0910;UTM  14      - 4,223,784.221   443,668.306   MT  0.99963908   -0 23 50.3
 JG0910
 JG0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0910!SPC KS S     -   0.99990215  x   0.99994485  =   0.99984701
 JG0910!UTM  14      -   0.99990215  x   0.99963908  =   0.99954127
 JG0910
 JG0910|---------------------------------------------------------------------|
 JG0910| PID    Reference Object                     Distance      Geod. Az  |
 JG0910|                                                           dddmmss.s |
 JG0910| CK9744 GRAY RM 1                            13.158 METERS 12655     |
 JG0910| JG0905 HANSTON ATT MICROWAVE               APPROX. 6.7 KM 1662624.1 |
 JG0910| JG0906 LOG                                 APPROX. 7.2 KM 2064642.7 |
 JG0910| JG0908 HANSTON CO OP GRAIN ELEVATOR        APPROX. 7.5 KM 2350422.8 |
 JG0910| JG0909 HANSTON RAD STA KAA 213 TOWER       APPROX. 7.5 KM 2361518.9 |
 JG0910| CK9745 GRAY RM 2                             9.705 METERS 32535     |
 JG0910|---------------------------------------------------------------------|
 JG0910
 JG0910                          SUPERSEDED SURVEY CONTROL
 JG0910
 JG0910  NAD 83(1997)-  38 09 36.69962(N)    099 38 34.83036(W) AD(       ) 3
 JG0910  NAD 83(1986)-  38 09 36.69918(N)    099 38 34.82985(W) AD(       ) 3
 JG0910  NAD 27      -  38 09 36.63418(N)    099 38 33.39568(W) AD(       ) 3
 JG0910  NGVD 29 (07/19/86)  649.4    (m)         2131.     (f) LEVELING    3  
 JG0910
 JG0910.Superseded values are not recommended for survey control.
 JG0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0910.See file dsdata.txt to determine how the superseded data were derived.
 JG0910
 JG0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH4366823784(NAD 83)
 JG0910_MARKER: DS = TRIANGULATION STATION DISK
 JG0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0910
 JG0910  HISTORY     - Date     Condition        Report By
 JG0910  HISTORY     - 1964     MONUMENTED       CGS
 JG0910
 JG0910                          STATION DESCRIPTION
 JG0910
 JG0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0910'THE STATION IS 4-1/2 MILES NORTHEAST OF HANSTON, ABOUT 200 YARDS
 JG0910'NORTHWEST OF THE GRAY GRAIN ELEVATOR, AT THE INTERSECTION OF
 JG0910'SECTIONS 4, 5, 8 AND 9, T 22 S, R 21 W, AND ON THE NORTH
 JG0910'RIGHT-OF-WAY OF U.S. HIGHWAY 156.
 JG0910'
 JG0910'TO REACH THE STATION FROM THE POST OFFICE IN HANSTON, GO NORTH ON A
 JG0910'GRAVEL STREET FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT AND GO
 JG0910'WEST ON A GRAVEL STREET FOR 0.05 MILE TO A CROSS STREET.  TURN
 JG0910'RIGHT AND GO NORTH ON A BLACKTOP ROAD FOR 0.25 MILE TO THE
 JG0910'INTERSECTION WITH U.S. HIGHWAY 156.  TURN RIGHT AND GO NORTHEAST
 JG0910'ON HIGHWAY 156 FOR 4.65 MILES TO A CROSSROAD AND THE STATION IN
 JG0910'THE NORTHEAST ANGLE.
 JG0910'
 JG0910'STATION MARKS ARE STANDARD DISKS STAMPED GRAY 1964.  THE SURFACE DISK
 JG0910'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.  IT IS 91
 JG0910'FEET NORTH OF THE CENTER OF HIGHWAY 156, 51 FEET EAST OF THE CENTER
 JG0910'OF A GRAVEL ROAD, 45.5 FEET NORTHWEST OF A POWER POLE AND 35.5
 JG0910'FEET SOUTHEAST OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN
 JG0910'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF
 JG0910'THE GROUND.
 JG0910'
 JG0910'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRAY NO 1 1964, IS SET
 JG0910'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 85 FEET
 JG0910'EAST OF THE CENTER OF THE GRAVEL ROAD, 58 FEET NORTH OF THE CENTER
 JG0910'OF HIGHWAY 156, 2 FEET NORTHWEST OF A POWER POLE AND 2 FEET SOUTH
 JG0910'OF A METAL WITNESS POST.
 JG0910'
 JG0910'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRAY NO 2 1964, IS SET
 JG0910'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 118 FEET
 JG0910'NORTH OF THE CENTER OF HIGHWAY 156, 33 FEET EAST OF THE CENTER OF
 JG0910'THE GRAVEL ROAD AND 3 FEET SOUTH OF A POWER POLE.
 JG0910'
 JG0910'NOTE--STATION LOG IS VISIBLE FROM THE GROUND AND MAY BE USED AS AN
 JG0910'AZIMUTH MARK.
 JG0910'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0896 ***********************************************************************
 JG0896  DESIGNATION -  GRAY NORTHERN NATURAL GAS MAST
 JG0896  PID         -  JG0896
 JG0896  STATE/COUNTY-  KS/HODGEMAN
 JG0896  USGS QUAD   -  BAZINE SW (1970)
 JG0896
 JG0896                         *CURRENT SURVEY CONTROL
 JG0896  ___________________________________________________________________
 JG0896* NAD 83(1997)-  38 15 08.97093(N)    099 38 29.96082(W)     ADJUSTED  
 JG0896* NAVD 88     -                                                        
 JG0896  ___________________________________________________________________
 JG0896  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 JG0896  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0896
 JG0896  HORZ ORDER  -  THIRD
 JG0896
 JG0896.The horizontal coordinates were established by classical geodetic methods
 JG0896.and adjusted by the National Geodetic Survey in October 1998..
 JG0896
 JG0896
 JG0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0896
 JG0896.The geoid height was determined by GEOID03.
 JG0896
 JG0896;                    North         East     Units Scale Factor Converg.
 JG0896;SPC KS S     -   576,616.516   300,077.542   MT  0.99995295   -0 42 05.7
 JG0896;UTM  14      - 4,234,024.766   443,857.762   MT  0.99963882   -0 23 50.2
 JG0896
 JG0896                          SUPERSEDED SURVEY CONTROL
 JG0896
 JG0896  NAD 83(1986)-  38 15 08.97878(N)    099 38 29.96001(W) AD(       ) 4
 JG0896  NAD 27      -  38 15 08.92041(N)    099 38 28.52854(W) AD(       ) 3
 JG0896
 JG0896.Superseded values are not recommended for survey control.
 JG0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0896.See file dsdata.txt to determine how the superseded data were derived.
 JG0896
 JG0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH4385834025(NAD 83)
 JG0896_MARKER: 42 = RADIO/TV MAST
 JG0896
 JG0896  HISTORY     - Date     Condition        Report By
 JG0896  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0896
 JG0896                          STATION DESCRIPTION
 JG0896
 JG0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0896'THE STATION IS THE RED LIGHT ATOP OF THE MAST, OWNED BY THE
 JG0896'NORTHERN NATURAL GAS CO., LOCATED 7-1/2 MILES NORTHWEST OF BURDETT,
 JG0896'6-1/4 MILES NORTH OF THE VILLAGE OF GRAY, AND 1/4 MILE EAST OF A
 JG0896'GRAVEL ROAD.
 JG0896'
 JG0896'IT IS A SLENDER STEEL STRUCTURE, GUYED, PAINTED RED AND WHITE, AND
 JG0896'HAS AN OVERALL HEIGHT OF 240 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0764 ***********************************************************************
 JG0764  DESIGNATION -  GREAT BEND LANE OIL CO MAST
 JG0764  PID         -  JG0764
 JG0764  STATE/COUNTY-  KS/BARTON
 JG0764  USGS QUAD   -  ELLINWOOD NW (1979)
 JG0764
 JG0764                         *CURRENT SURVEY CONTROL
 JG0764  ___________________________________________________________________
 JG0764* NAD 83(1997)-  38 24 16.83388(N)    098 44 21.10004(W)     ADJUSTED  
 JG0764* NAVD 88     -                                                        
 JG0764  ___________________________________________________________________
 JG0764  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 JG0764  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0764
 JG0764  HORZ ORDER  -  THIRD
 JG0764
 JG0764.The horizontal coordinates were established by classical geodetic methods
 JG0764.and adjusted by the National Geodetic Survey in October 1998..
 JG0764
 JG0764
 JG0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0764
 JG0764.The geoid height was determined by GEOID03.
 JG0764
 JG0764;                    North         East     Units Scale Factor Converg.
 JG0764;SPC KS S     -   592,923.747   379,107.544   MT  0.99997198   -0 08 49.2
 JG0764;UTM  14      - 4,250,748.418   522,771.647   MT  0.99960639   +0 09 43.3
 JG0764
 JG0764                          SUPERSEDED SURVEY CONTROL
 JG0764
 JG0764  NAD 83(1986)-  38 24 16.84115(N)    098 44 21.09922(W) AD(       ) 4
 JG0764  NAD 27      -  38 24 16.79700(N)    098 44 19.80000(W) AD(       ) 3
 JG0764
 JG0764.Superseded values are not recommended for survey control.
 JG0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0764.See file dsdata.txt to determine how the superseded data were derived.
 JG0764
 JG0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH2277250748(NAD 83)
 JG0764_MARKER: 42 = RADIO/TV MAST
 JG0764
 JG0764  HISTORY     - Date     Condition        Report By
 JG0764  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0764  HISTORY     - 1976     MARK NOT FOUND   NGS
 JG0764
 JG0764                          STATION DESCRIPTION
 JG0764
 JG0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0764'THE MAST IS LOCATED ABOUT 2 MILES NORTHEAST OF THE CENTER
 JG0764'OF GREAT BEND, 1-1/4 MILES EAST OF U.S. HIGHWAY 281 AND ON A
 JG0764'HIGH HILL IN PASTURE LAND.
 JG0764'
 JG0764'THE MAST IS A STEEL STRUCTURE ABOUT 250 FEET HIGH, BEING ABOUT
 JG0764'15 INCHES IN DIAMETER AND HAVING A RED LIGHT AT THE TOP.
 JG0764'
 JG0764'THE POINT INTERSECTED WAS THE TOP-CENTER OF THE MAST.
 JG0764
 JG0764                          STATION RECOVERY (1976)
 JG0764
 JG0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 JG0764'NO RADIO MAST COULD BE FOUND AT THIS LOCATION, BELIEVED TO BE
 JG0764'GONE.
 JG0764'
 JG0764'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NE OF
 JG0764'GREAT BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0780 ***********************************************************************
 JG0780  DESIGNATION -  GREAT BEND MUN AIRPORT TANK
 JG0780  PID         -  JG0780
 JG0780  STATE/COUNTY-  KS/BARTON
 JG0780  USGS QUAD   -  GREAT BEND (1983)
 JG0780
 JG0780                         *CURRENT SURVEY CONTROL
 JG0780  ___________________________________________________________________
 JG0780* NAD 83(1997)-  38 20 50.08047(N)    098 51 05.69740(W)     ADJUSTED  
 JG0780* NAVD 88     -                                                        
 JG0780  ___________________________________________________________________
 JG0780  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 JG0780  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0780
 JG0780  HORZ ORDER  -  THIRD
 JG0780
 JG0780.This mark is at Great Bend Municipal Airport (GBD)
 JG0780
 JG0780.The horizontal coordinates were established by classical geodetic methods
 JG0780.and adjusted by the National Geodetic Survey in October 1998..
 JG0780
 JG0780
 JG0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0780
 JG0780.The geoid height was determined by GEOID03.
 JG0780
 JG0780;                    North         East     Units Scale Factor Converg.
 JG0780;SPC KS S     -   586,579.995   369,266.993   MT  0.99996397   -0 12 57.8
 JG0780;UTM  14      - 4,244,354.090   512,968.970   MT  0.99960207   +0 05 31.5
 JG0780
 JG0780                          SUPERSEDED SURVEY CONTROL
 JG0780
 JG0780  NAD 83(1986)-  38 20 50.08767(N)    098 51 05.69673(W) AD(       ) 4
 JG0780  NAD 27      -  38 20 50.04400(N)    098 51 04.37600(W) AD(       ) 3
 JG0780
 JG0780.Superseded values are not recommended for survey control.
 JG0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0780.See file dsdata.txt to determine how the superseded data were derived.
 JG0780
 JG0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH1296944354(NAD 83)
 JG0780_MARKER: 53 = ELEVATED TANK
 JG0780
 JG0780  HISTORY     - Date     Condition        Report By
 JG0780  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0780  HISTORY     - 1976     GOOD             NGS
 JG0780
 JG0780                          STATION DESCRIPTION
 JG0780
 JG0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0780'THE WATER TANK IS LOCATED ABOUT 4 MILES WEST OF GREAT BEND AND AT
 JG0780'THE EAST EDGE OF THE MUNICIPAL AIRPORT.
 JG0780'
 JG0780'THE TANK IS ELEVATED BEING SUPPORTED BY A CONCRETE CYLINDER THAT
 JG0780'IS ABOUT 30 FEET IN DIAMETER.  THE TANK AND THE SUPPORT ARE PAINTED
 JG0780'ORANGE AND WHITE ALTERNATLY IN A CHECKERBOARD PATTERN.  THE
 JG0780'TANK IS APPROXIMATLY 100 FEET HIGH.
 JG0780'
 JG0780'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
 JG0780
 JG0780                          STATION RECOVERY (1976)
 JG0780
 JG0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 JG0780'RECOVERED AS DESCRIBED.
 JG0780'
 JG0780'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE GREAT BEND
 JG0780'MUNICIPAL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0778 ***********************************************************************
 JG0778  DESIGNATION -  GREAT BEND MUNICIPAL APT BCN
 JG0778  PID         -  JG0778
 JG0778  STATE/COUNTY-  KS/BARTON
 JG0778  USGS QUAD   -  GREAT BEND (1983)
 JG0778
 JG0778                         *CURRENT SURVEY CONTROL
 JG0778  ___________________________________________________________________
 JG0778* NAD 83(1997)-  38 20 39.46646(N)    098 51 10.62676(W)     ADJUSTED  
 JG0778* NAVD 88     -                                                        
 JG0778  ___________________________________________________________________
 JG0778  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JG0778  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0778
 JG0778  HORZ ORDER  -  THIRD
 JG0778
 JG0778.This mark is at Great Bend Municipal Airport (GBD)
 JG0778
 JG0778.The horizontal coordinates were established by classical geodetic methods
 JG0778.and adjusted by the National Geodetic Survey in October 1998..
 JG0778
 JG0778
 JG0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0778
 JG0778.The geoid height was determined by GEOID03.
 JG0778
 JG0778;                    North         East     Units Scale Factor Converg.
 JG0778;SPC KS S     -   586,253.187   369,146.062   MT  0.99996358   -0 13 00.8
 JG0778;UTM  14      - 4,244,026.755   512,849.842   MT  0.99960203   +0 05 28.4
 JG0778
 JG0778                          SUPERSEDED SURVEY CONTROL
 JG0778
 JG0778  NAD 83(1986)-  38 20 39.47366(N)    098 51 10.62604(W) AD(       ) 4
 JG0778  NAD 27      -  38 20 39.42900(N)    098 51 09.30600(W) AD(       ) 3
 JG0778
 JG0778.Superseded values are not recommended for survey control.
 JG0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0778.See file dsdata.txt to determine how the superseded data were derived.
 JG0778
 JG0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH1285044027(NAD 83)
 JG0778_MARKER: 21 = AIRPORT BEACON
 JG0778
 JG0778  HISTORY     - Date     Condition        Report By
 JG0778  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0778  HISTORY     - 1964     POOR             CGS
 JG0778
 JG0778                          STATION DESCRIPTION
 JG0778
 JG0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0778'THE BEACON IS ABOUT 4 MILES WEST OF GREAT BEND AND 0.05 MILE
 JG0778'NORTH OF THE ADMINISTRATION BUILDING AT THE MUNICIPAL AIRPORT.
 JG0778'
 JG0778'THE BEACON IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE THAT IS
 JG0778'PAINTED ALTERNATLY ORANGE AND WHITE AND IS ABOUT 60 FEET HIGH.
 JG0778'IT FLASHES WHITE EVERY 5 SECONDS.
 JG0778'
 JG0778'THE POINT INTERSECTED WAS THE APEX OF THE BEACON.
 JG0778
 JG0778                          STATION RECOVERY (1964)
 JG0778
 JG0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 JG0778'DESTROYED.
 JG0778'
 JG0778'THE BEACON HAS BEEN DISMANTLED AND MOVED TO A DIFFERENT LOCATION
 JG0778'WHICH IS NORTH OF ITS ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0783 ***********************************************************************
 JG0783  DESIGNATION -  GREAT BEND REA RADIO MAST
 JG0783  PID         -  JG0783
 JG0783  STATE/COUNTY-  KS/BARTON
 JG0783  USGS QUAD   -  GREAT BEND (1983)
 JG0783
 JG0783                         *CURRENT SURVEY CONTROL
 JG0783  ___________________________________________________________________
 JG0783* NAD 83(1997)-  38 21 45.66745(N)    098 48 43.63223(W)     ADJUSTED  
 JG0783* NAVD 88     -                                                        
 JG0783  ___________________________________________________________________
 JG0783  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 JG0783  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0783
 JG0783  HORZ ORDER  -  THIRD
 JG0783
 JG0783.The horizontal coordinates were established by classical geodetic methods
 JG0783.and adjusted by the National Geodetic Survey in October 1998..
 JG0783
 JG0783
 JG0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0783
 JG0783.The geoid height was determined by GEOID03.
 JG0783
 JG0783;                    North         East     Units Scale Factor Converg.
 JG0783;SPC KS S     -   588,281.628   372,722.269   MT  0.99996602   -0 11 30.5
 JG0783;UTM  14      - 4,246,073.667   516,413.793   MT  0.99960332   +0 06 59.8
 JG0783
 JG0783                          SUPERSEDED SURVEY CONTROL
 JG0783
 JG0783  NAD 83(1986)-  38 21 45.67466(N)    098 48 43.63144(W) AD(       ) 4
 JG0783  NAD 27      -  38 21 45.63200(N)    098 48 42.31800(W) AD(       ) 3
 JG0783
 JG0783.Superseded values are not recommended for survey control.
 JG0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0783.See file dsdata.txt to determine how the superseded data were derived.
 JG0783
 JG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH1641446074(NAD 83)
 JG0783_MARKER: 42 = RADIO/TV MAST
 JG0783
 JG0783  HISTORY     - Date     Condition        Report By
 JG0783  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0783  HISTORY     - 1976     GOOD             NGS
 JG0783
 JG0783                          STATION DESCRIPTION
 JG0783
 JG0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0783'THE MAST IS OWNED BY THE CENTRAL KANSAS ELECTRIC COOPERATIVE.
 JG0783'IT IS IN THE WESTERN EDGE OF THE CITY OF GREAT BEND, 0.1 MILE
 JG0783'NORTH OF U.S. HIGHWAY 50N AND 0.1 MILE WEST OF AN OUTDOOR
 JG0783'DRIVE-IN THEATER.
 JG0783'
 JG0783'THE MAST IS A STEEL STRUCTURE ABOUT 250 FEET HIGH, BEING 12
 JG0783'INCHES IN DIAMETER AND HAVING A RED LIGHT ON THE TOP.
 JG0783'
 JG0783'THE POINT OBSERVED ON WAS THE TOP-CENTER OF THE MAST.
 JG0783
 JG0783                          STATION RECOVERY (1976)
 JG0783
 JG0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DRM)
 JG0783'RECOVERED AS DESCRIBED.
 JG0783'
 JG0783'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE WEST END
 JG0783'OF GREAT BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0782 ***********************************************************************
 JG0782  DESIGNATION -  GREAT BEND ROSE CATH CHURCH
 JG0782  PID         -  JG0782
 JG0782  STATE/COUNTY-  KS/BARTON
 JG0782  USGS QUAD   -  GREAT BEND (1983)
 JG0782
 JG0782                         *CURRENT SURVEY CONTROL
 JG0782  ___________________________________________________________________
 JG0782* NAD 83(1997)-  38 21 58.77520(N)    098 45 43.62063(W)     ADJUSTED  
 JG0782* NAVD 88     -                                                        
 JG0782  ___________________________________________________________________
 JG0782  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JG0782  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 JG0782
 JG0782  HORZ ORDER  -  THIRD
 JG0782
 JG0782.The horizontal coordinates were established by classical geodetic methods
 JG0782.and adjusted by the National Geodetic Survey in October 1998..
 JG0782
 JG0782
 JG0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0782
 JG0782.The geoid height was determined by GEOID03.
 JG0782
 JG0782;                    North         East     Units Scale Factor Converg.
 JG0782;SPC KS S     -   588,672.324   377,093.424   MT  0.99996652   -0 09 39.9
 JG0782;UTM  14      - 4,246,487.747   520,781.199   MT  0.99960532   +0 08 51.5
 JG0782
 JG0782                          SUPERSEDED SURVEY CONTROL
 JG0782
 JG0782  NAD 83(1986)-  38 21 58.78262(N)    098 45 43.61990(W) AD(       ) 4
 JG0782  NAD 27      -  38 21 58.75000(N)    098 45 42.32000(W) AD(       ) 3
 JG0782
 JG0782.Superseded values are not recommended for survey control.
 JG0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0782.See file dsdata.txt to determine how the superseded data were derived.
 JG0782
 JG0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH2078146488(NAD 83)
 JG0782_MARKER: 90 = CHURCH SPIRE
 JG0782
 JG0782  HISTORY     - Date     Condition        Report By
 JG0782  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0782
 JG0782                          STATION DESCRIPTION
 JG0782
 JG0782'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0779 ***********************************************************************
 JG0779  DESIGNATION -  GREAT BEND ST ROSE HOSP CUP
 JG0779  PID         -  JG0779
 JG0779  STATE/COUNTY-  KS/BARTON
 JG0779  USGS QUAD   -  GREAT BEND (1983)
 JG0779
 JG0779                         *CURRENT SURVEY CONTROL
 JG0779  ___________________________________________________________________
 JG0779* NAD 83(1997)-  38 22 02.32550(N)    098 47 19.28797(W)     ADJUSTED  
 JG0779* NAVD 88     -                                                        
 JG0779  ___________________________________________________________________
 JG0779  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 JG0779  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 JG0779
 JG0779  HORZ ORDER  -  THIRD
 JG0779
 JG0779.The horizontal coordinates were established by classical geodetic methods
 JG0779.and adjusted by the National Geodetic Survey in October 1998..
 JG0779
 JG0779
 JG0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0779
 JG0779.The geoid height was determined by GEOID03.
 JG0779
 JG0779;                    North         East     Units Scale Factor Converg.
 JG0779;SPC KS S     -   588,788.650   374,771.427   MT  0.99996665   -0 10 38.7
 JG0779;UTM  14      - 4,246,591.526   518,459.449   MT  0.99960420   +0 07 52.2
 JG0779
 JG0779                          SUPERSEDED SURVEY CONTROL
 JG0779
 JG0779  NAD 83(1986)-  38 22 02.33271(N)    098 47 19.28722(W) AD(       ) 4
 JG0779  NAD 27      -  38 22 02.29200(N)    098 47 17.97700(W) AD(       ) 3
 JG0779
 JG0779.Superseded values are not recommended for survey control.
 JG0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0779.See file dsdata.txt to determine how the superseded data were derived.
 JG0779
 JG0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH1845946592(NAD 83)
 JG0779_MARKER: 86 = CUPOLA
 JG0779
 JG0779  HISTORY     - Date     Condition        Report By
 JG0779  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0779
 JG0779                          STATION DESCRIPTION
 JG0779
 JG0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0779'THE HOSPITAL IS LOCATED IN THE NORTHWEST PART OF THE CITY
 JG0779'OF GREAT BEND, AND ON BROADWAY BOULEVARD.
 JG0779'
 JG0779'IT IS A 300 BY 250 FOOT BUILDING, APPROXIMATELY 175 FOOT IN
 JG0779'HEIGHT, WITH RED BRICK WALLS AND ROOF.
 JG0779'
 JG0779'THE POINT INTERSECTED WAS THE CUPOLA OVER THE MAIN ENTRANCE AND ON
 JG0779'THE SOUTH END OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1983 ***********************************************************************
 JE1983  DESIGNATION -  GREAT LAKES PIPELINE CO E TANK
 JE1983  PID         -  JE1983
 JE1983  STATE/COUNTY-  KS/JOHNSON
 JE1983  USGS QUAD   -  LENEXA (1991)
 JE1983
 JE1983                         *CURRENT SURVEY CONTROL
 JE1983  ___________________________________________________________________
 JE1983* NAD 83(1997)-  38 52 55.81875(N)    094 44 40.53250(W)     ADJUSTED  
 JE1983* NAVD 88     -                                                        
 JE1983  ___________________________________________________________________
 JE1983  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 JE1983  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE1983
 JE1983  HORZ ORDER  -  THIRD
 JE1983
 JE1983.The horizontal coordinates were established by classical geodetic methods
 JE1983.and adjusted by the National Geodetic Survey in October 1998..
 JE1983
 JE1983
 JE1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1983
 JE1983.The geoid height was determined by GEOID03.
 JE1983
 JE1983;                    North         East     Units Scale Factor Converg.
 JE1983;SPC KS N     -    66,003.549   682,404.163   MT  0.99997741   +2 03 35.1
 JE1983;SPC KS S     -   652,466.305   725,793.524   MT  1.00007766   +2 18 28.1
 JE1983;UTM  15      - 4,305,147.595   348,677.444   MT  0.99988197   -1 05 43.2
 JE1983
 JE1983                          SUPERSEDED SURVEY CONTROL
 JE1983
 JE1983  NAD 83(1986)-  38 52 55.82662(N)    094 44 40.53124(W) AD(       ) 4
 JE1983  NAD 27      -  38 52 55.80079(N)    094 44 39.67782(W) AD(       ) 3
 JE1983
 JE1983.Superseded values are not recommended for survey control.
 JE1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1983.See file dsdata.txt to determine how the superseded data were derived.
 JE1983
 JE1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4867705148(NAD 83)
 JE1983_MARKER: 51 = TANK
 JE1983
 JE1983  HISTORY     - Date     Condition        Report By
 JE1983  HISTORY     - 1963     FIRST OBSERVED   CGS
 JE1983  HISTORY     - 1973     GOOD             NGS
 JE1983
 JE1983                          STATION DESCRIPTION
 JE1983
 JE1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JE1983'THESE TWO TANKS USED FOR STORING GASOLINE ARE ABOUT 5 MILES
 JE1983'EAST-NORTHEAST OF THE TOWN OF OLATHE, ABOUT 3-1/2 MILES
 JE1983'NORTHEAST OF TRIANGULATION STATION OLATHE, AND 2 MILES NORTH
 JE1983'OF TRIANGULATION STANLEY, AND 100 YARDS SOUTH OF STATE HIGHWAY
 JE1983'150 IN THE NORTHEAST CORNER OF SEC. 33, T 13 S., R 24 E. ON
 JE1983'THE HIGHEST GROUND IN THE AREA.
 JE1983'
 JE1983'THESE TWO TANKS ARE LOCATED IN AN EAST-WEST DIRECTION, 80 FEET
 JE1983'IN DIAMETER, AND 50 FEET HIGH, AND THEIR CAPACITY IS 30,000
 JE1983'BARRELS OF GASOLINE.  THE TANKS ARE PAINTED WHITE AND HAVE
 JE1983'FLAT TOPS.
 JE1983'
 JE1983'THESE TWO TANKS HAVE BEEN OBSERVED UPON FROM TRIANGULATION
 JE1983'STATIONS OLATHE, STANLEY, AND BERRY 1884.
 JE1983
 JE1983                          STATION RECOVERY (1973)
 JE1983
 JE1983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLW)
 JE1983'RECOVERED AS DESCRIBED, HOWEVER, TWO NEW TANKS HAVE BEEN ERECTED
 JE1983'SINCE THE 1963 DESCRIPTION.  THE ORIGINAL TANK IS NOW THE
 JE1983'NORTH-EASTERNMOST ONE OF 4 TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1985 ***********************************************************************
 JE1985  DESIGNATION -  GREAT LAKES PIPELINE CO W TANK
 JE1985  PID         -  JE1985
 JE1985  STATE/COUNTY-  KS/JOHNSON
 JE1985  USGS QUAD   -  LENEXA (1991)
 JE1985
 JE1985                         *CURRENT SURVEY CONTROL
 JE1985  ___________________________________________________________________
 JE1985* NAD 83(1997)-  38 52 55.81830(N)    094 44 42.68317(W)     ADJUSTED  
 JE1985* NAVD 88     -                                                        
 JE1985  ___________________________________________________________________
 JE1985  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 JE1985  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 JE1985
 JE1985  HORZ ORDER  -  THIRD
 JE1985
 JE1985.The horizontal coordinates were established by classical geodetic methods
 JE1985.and adjusted by the National Geodetic Survey in October 1998..
 JE1985
 JE1985
 JE1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1985
 JE1985.The geoid height was determined by GEOID03.
 JE1985
 JE1985;                    North         East     Units Scale Factor Converg.
 JE1985;SPC KS N     -    66,001.672   682,352.361   MT  0.99997741   +2 03 33.7
 JE1985;SPC KS S     -   652,464.204   725,741.725   MT  1.00007766   +2 18 26.8
 JE1985;UTM  15      - 4,305,148.572   348,625.623   MT  0.99988217   -1 05 44.5
 JE1985
 JE1985                          SUPERSEDED SURVEY CONTROL
 JE1985
 JE1985  NAD 83(1986)-  38 52 55.82595(N)    094 44 42.68198(W) AD(       ) 4
 JE1985  NAD 27      -  38 52 55.79734(N)    094 44 41.82883(W) AD(       ) 3
 JE1985
 JE1985.Superseded values are not recommended for survey control.
 JE1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1985.See file dsdata.txt to determine how the superseded data were derived.
 JE1985
 JE1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4862605149(NAD 83)
 JE1985_MARKER: 51 = TANK
 JE1985
 JE1985  HISTORY     - Date     Condition        Report By
 JE1985  HISTORY     - 1963     FIRST OBSERVED   CGS
 JE1985  HISTORY     - 1973     GOOD             NGS
 JE1985  HISTORY     - 1981     GOOD             NGS
 JE1985
 JE1985                          STATION DESCRIPTION
 JE1985
 JE1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (DLW)
 JE1985'RECOVERED AS DESCRIBED, HOWEVER, TWO NEW TANKS HAVE BEEN ERECTED
 JE1985'SINCE THE 1963 DESCRIPTION.  THE ORIGINAL TANK IS NOW THE
 JE1985'NORTH-WESTERNMOST ONE OF 4 TANKS.
 JE1985
 JE1985                          STATION RECOVERY (1981)
 JE1985
 JE1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (APF)
 JE1985'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1686 ***********************************************************************
 JE1686  DESIGNATION -  GREELEY RESET
 JE1686  PID         -  JE1686
 JE1686  STATE/COUNTY-  KS/MIAMI
 JE1686  USGS QUAD   -  LANE (1983)
 JE1686
 JE1686                         *CURRENT SURVEY CONTROL
 JE1686  ___________________________________________________________________
 JE1686* NAD 83(1997)-  38 23 46.15476(N)    095 03 23.90408(W)     ADJUSTED  
 JE1686* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 JE1686  ___________________________________________________________________
 JE1686  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JE1686  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE1686
 JE1686  HORZ ORDER  -  SECOND
 JE1686
 JE1686.The horizontal coordinates were established by classical geodetic methods
 JE1686.and adjusted by the National Geodetic Survey in October 1998..
 JE1686
 JE1686.The orthometric height was scaled from a topographic map.
 JE1686
 JE1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1686
 JE1686.The geoid height was determined by GEOID03.
 JE1686
 JE1686;                    North         East     Units Scale Factor Converg.
 JE1686;SPC KS S     -   597,504.848   700,727.405   MT  0.99997072   +2 06 57.7
 JE1686;UTM  15      - 4,251,773.146   320,399.274   MT  0.99999726   -1 16 39.8
 JE1686
 JE1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1686!SPC KS S     -   0.99995162  x   0.99997072  =   0.99992234
 JE1686!UTM  15      -   0.99995162  x   0.99999726  =   0.99994888
 JE1686
 JE1686|---------------------------------------------------------------------|
 JE1686| PID    Reference Object                     Distance      Geod. Az  |
 JE1686|                                                           dddmmss.s |
 JE1686| CL5295 GREELEY RM 3                         24.821 METERS 00206     |
 JE1686| CL5292 GREELEY AZ MK                                      0833112.1 |
 JE1686| CL5293 GREELEY RM 1                         24.494 METERS 08620     |
 JE1686| CL5294 GREELEY RM 2                         29.234 METERS 35854     |
 JE1686|---------------------------------------------------------------------|
 JE1686
 JE1686                          SUPERSEDED SURVEY CONTROL
 JE1686
 JE1686  NAD 83(1986)-  38 23 46.16140(N)    095 03 23.90390(W) AD(       ) 2
 JE1686  NAD 27      -  38 23 46.09700(N)    095 03 23.01700(W) AD(       ) 2
 JE1686
 JE1686.Superseded values are not recommended for survey control.
 JE1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1686.See file dsdata.txt to determine how the superseded data were derived.
 JE1686
 JE1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2039951773(NAD 83)
 JE1686_MARKER: DS = TRIANGULATION STATION DISK
 JE1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1686
 JE1686  HISTORY     - Date     Condition        Report By
 JE1686  HISTORY     - 1948     MONUMENTED       CGS
 JE1686  HISTORY     - 1966     GOOD             CGS
 JE1686
 JE1686                          STATION DESCRIPTION
 JE1686
 JE1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1686'THE STATION IS LOCATED ABOUT 16.5 MILES NORTHEAST OF GARNETT, 12.5
 JE1686'MILES SOUTHWEST OF OSAWATOMIE AND 3.5 MILES SOUTH-SOUTHEAST OF
 JE1686'LANE, ON THE EAST SIDE OF A NORTH-SOUTH SECTION LINE ROAD AND ON
 JE1686'LAND OWNED BY A MR. MC DOUGAL WHO LIVES ABOUT 0.5 MILE NORTH OF
 JE1686'THE STATION.  IT IS 24 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 JE1686'SECTION LINE ROAD AND 4 FEET SOUTH OF WITNESS POST. IT IS
 JE1686'STAMPED GREELEY 1948 AND PROJECTS 6 INCHES.
 JE1686'
 JE1686'REFERENCE MARK NO 1 IS EAST OF THE STATION, 105 FEET EAST OF THE
 JE1686'CENTER OF THE NORTH-SOUTH SECTION LINE ROAD AND 10 FEET NORTH OF A
 JE1686'SMALL CHOKE CHERRY TREE.  IT IS STAMPED GREELEY NO 1 1948 AND
 JE1686'PROJECTS 4 INCHES.
 JE1686'
 JE1686'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 21 FEET EAST OF THE
 JE1686'CENTER OF THE NORTH-SOUTH SECTION LINE ROAD AND 3 FEET EAST OF A
 JE1686'ROW OF ASH BUSHES IN OLD FENCE LINE.  IT IS STAMPED GREELEY NO 2
 JE1686'1948 AND PROJECTS 5 INCHES.
 JE1686'
 JE1686'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, 25 FEET WEST
 JE1686'OF THE CENTER OF A NORTH-SOUTH SECTION LINE ROAD, 8 FEET NORTH
 JE1686'OF THE CENTER OF FIELD ROAD, 2 FEET SOUTH OF SOUTH END OF FENCE
 JE1686'LINE AND 2 FEET WEST OF WITNESS POST.  IT IS STAMPED GREELEY 1948
 JE1686'AND PROJECTS 5 INCHES.  TO REACH FROM THE STATION, GO NORTH ABOUT
 JE1686'200 FEET TO ROAD INTO FIELD ON THE RIGHT, TURN RIGHT AND GO EAST
 JE1686'ACROSS THE FIELD FOR 0.45 MILE TO THE MARK ON THE NORTH SIDE
 JE1686'AS DESCRIBED.
 JE1686'
 JE1686'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURT HOUSE
 JE1686'IN GARNETT, GO EAST ON 4TH STREET FOR 1.1 MILES TO THE JUNCTION
 JE1686'WITH U.S. HIGHWAY 169, TURN LEFT AND GO NORTHEAST ON U.S. HIGHWAY
 JE1686'169 FOR 13.3 MILES TO CROSSROAD, TURN RIGHT AND GO SOUTH ON
 JE1686'SECTION LINE ROAD FOR 0.7 MILE TO THE STATION ON THE EAST SIDE
 JE1686'AS DESCRIBED.
 JE1686'
 JE1686'A 100 FOOT SIGNAL AT STATION LANE IS VISIBLE AT 37 FEET.
 JE1686'
 JE1686'A 74 FOOT SIGNAL AT STATION OSA IS VISIBLE AT 10 FEET.
 JE1686'
 JE1686'A 74 FOOT SIGNAL AT STATION DAVIS IS VISIBLE AT 10 FEET.
 JE1686'
 JE1686'A 74 FOOT SIGNAL AT STATION SUGAR IS VISIBLE AT 10 FEET.
 JE1686'
 JE1686'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JE1686
 JE1686                          STATION RECOVERY (1966)
 JE1686
 JE1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JE1686'THE STATION SURFACE MARK AND REFERENCE MARK NO. 2 WERE FOUND
 JE1686'DISPLACED.  THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1, AND
 JE1686'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JE1686'DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED, THE DIRECTION
 JE1686'MISSED BY 2 MINUTES 26 SECONDS.
 JE1686'
 JE1686'THE UNDERGROUND STATION MARK WAS LOWERED HOLDING ITS ORIGINAL
 JE1686'POSITION, A NEW SURFACE MARK AND REFERENCE MARK NO. 3 WERE SET.
 JE1686'
 JE1686'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JE1686'
 JE1686'THE STATION IS LOCATED ABOUT 16.5 MILES NORTHEAST OF GARNETT, 12.5
 JE1686'MILES SOUTHWEST OF OSAWATOMIE, 3.5 MILES SOUTH-SOUTHEAST OF LANE,
 JE1686'AND ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE ROAD.
 JE1686'
 JE1686'TO REACH THE STATION FROM THE MAIN INTERSECTION AND U.S. HIGHWAY
 JE1686'169 WHICH IS SOUTH OF THE CENTER OF GREELEY, GO NORTHEAST ON
 JE1686'U.S. HIGHWAY 169 FOR 5.25 MILES TO A CROSSROAD.  TURN RIGHT AND
 JE1686'GO SOUTH ON A GRAVELED ROAD FOR 0.75 MILE TO A FENCE CORNER AND
 JE1686'THE STATION ON THE LEFT.
 JE1686'
 JE1686'STATION MARKS ARE STANDARD DISKS STAMPED GREELEY 1948 1966.  THE
 JE1686'SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JE1686'PROJECTS 2 INCHES.  IT IS 20 FEET EAST OF THE CENTER OF THE
 JE1686'NORTH-SOUTH ROAD, 5.5 FEET WEST-NORTHWEST OF A CORNER FENCE
 JE1686'POST, AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE UNDERGROUND
 JE1686'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 JE1686'THE SURFACE OF THE GROUND.
 JE1686'
 JE1686'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GREELEY NO 1 1948,
 JE1686'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 JE1686'THE SURFACE OF THE GROUND.  IT IS 105 FEET EAST OF THE CENTER OF
 JE1686'THE NORTH-SOUTH ROAD, AND 9.5 FEET NORTH OF AN EAST-WEST FENCE.
 JE1686'
 JE1686'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GREELEY NO 3
 JE1686'1948 1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JE1686'PROJECTS 2 INCHES.  IT IS 24 FEET EAST OF THE CENTER OF THE
 JE1686'NORTH-SOUTH ROAD AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 JE1686'
 JE1686'AZIMUTH MARK, A STANDARD DISK STAMPED GREELEY 1948, IS SET IN THE
 JE1686'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 JE1686'IS 20 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 1 FOOT NORTH
 JE1686'OF NORTH GATE POST, AND 1 FOOT WEST OF A METAL WITNESS POST.
 JE1686'
 JE1686'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 JE1686'GRAVELED ROAD FOR 0.75 MILE TO U.S. HIGHWAY 169.  TURN RIGHT
 JE1686'AND GO NORTHEAST ON U.S. HIGHWAY 169 FOR 0.6 MILE TO A CROSSROAD.
 JE1686'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A BOARD
 JE1686'GATE AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0716 ***********************************************************************
 HE0716  DESIGNATION -  GREEN
 HE0716  PID         -  HE0716
 HE0716  STATE/COUNTY-  KS/CRAWFORD
 HE0716  USGS QUAD   -  MC CUNE NE (1973)
 HE0716
 HE0716                         *CURRENT SURVEY CONTROL
 HE0716  ___________________________________________________________________
 HE0716* NAD 83(1997)-  37 26 16.14933(N)    095 00 54.59036(W)     ADJUSTED  
 HE0716* NAVD 88     -       285.3    (meters)     936.     (feet)  VERTCON   
 HE0716  ___________________________________________________________________
 HE0716  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HE0716  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HE0716
 HE0716  HORZ ORDER  -  SECOND
 HE0716
 HE0716.The horizontal coordinates were established by classical geodetic methods
 HE0716.and adjusted by the National Geodetic Survey in October 1998..
 HE0716
 HE0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0716
 HE0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0716
 HE0716.The geoid height was determined by GEOID03.
 HE0716
 HE0716;                    North         East     Units Scale Factor Converg.
 HE0716;SPC KS S     -   491,349.010   708,322.698   MT  0.99997076   +2 08 29.5
 HE0716;UTM  15      - 4,145,349.174   321,722.225   MT  0.99999151   -1 13 31.2
 HE0716
 HE0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0716!SPC KS S     -   0.99996001  x   0.99997076  =   0.99993077
 HE0716!UTM  15      -   0.99996001  x   0.99999151  =   0.99995152
 HE0716
 HE0716|---------------------------------------------------------------------|
 HE0716| PID    Reference Object                     Distance      Geod. Az  |
 HE0716|                                                           dddmmss.s |
 HE0716| CL5296 GREEN RM 1                            6.775 METERS 00907     |
 HE0716| HE1118 MICHAEL                             APPROX. 3.4 KM 0705359.2 |
 HE0716| CL5297 GREEN RM 2                            6.280 METERS 16557     |
 HE0716|---------------------------------------------------------------------|
 HE0716
 HE0716                          SUPERSEDED SURVEY CONTROL
 HE0716
 HE0716  NAD 83(1997)-  37 26 16.15445(N)    095 00 54.59067(W) AD(       ) 2
 HE0716  NAD 83(1986)-  37 26 16.16068(N)    095 00 54.58118(W) AD(       ) 2
 HE0716  NAD 27      -  37 26 15.96827(N)    095 00 53.69452(W) AD(       ) 2
 HE0716  NGVD 29 (07/19/86)  285.2    (m)          936.     (f) VERT ANG       
 HE0716
 HE0716.Superseded values are not recommended for survey control.
 HE0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0716.See file dsdata.txt to determine how the superseded data were derived.
 HE0716
 HE0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2172245349(NAD 83)
 HE0716_MARKER: DS = TRIANGULATION STATION DISK
 HE0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0716_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0716
 HE0716  HISTORY     - Date     Condition        Report By
 HE0716  HISTORY     - 1966     MONUMENTED       CGS
 HE0716
 HE0716                          STATION DESCRIPTION
 HE0716
 HE0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0716'THE STATION IS ABOUT 10-1/4 MILES SOUTHEAST OF ST. PAUL, 6
 HE0716'MILES SOUTH OF MC CUNE, 5-1/2 MILES SOUTH OF GREENBUSH AND
 HE0716'IS ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.
 HE0716'
 HE0716'TO REACH THE STATION FROM THE POST OFFICE IN MC CUNE, GO
 HE0716'NORTH ON MAIN STREET FOR 0.1 MILE TO A CROSSROAD, TURN RIGHT
 HE0716'AND GO EAST FOR 0.3 MILE TO A CROSSROAD, TURN LEFT AND GO
 HE0716'NORTH ON STATE HIGHWAY 126 FOR 4.05 MILES TO WHERE THE HIGHWAY
 HE0716'CURVES TO THE RIGHT AND LEADS EAST.  CONTINUE STRAIGHT AHEAD
 HE0716'NORTH, ON GRAVELED ROAD FOR 1.8 MILES TO A GATE INTO A FIELD
 HE0716'ON THE RIGHT AND THE STATION.
 HE0716'
 HE0716'STATION MARK IS A STANDARD DISK, STAMPED GREEN 1966, SET
 HE0716'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0716'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 25 FEET
 HE0716'EAST OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 5
 HE0716'FEET WEST OF A NORTH-SOUTH FENCE AND 5 FEET WEST OF THE
 HE0716'WITNESS POST.
 HE0716'
 HE0716'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREEN NO 1
 HE0716'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 HE0716'IN DIAMETER, THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT
 HE0716'IS 29.8 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD,
 HE0716'1 FOOT WEST OF A NORTH-SOUTH FENCE AND IS ABOUT THE SAME
 HE0716'ELEVATION AS THE STATION.
 HE0716'
 HE0716'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREEN NO 2
 HE0716'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 HE0716'IN DIAMETER, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT
 HE0716'IS 29.5 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD,
 HE0716'1 FOOT WEST OF THE FENCE AND IS ABOUT THE SAME ELEVATION AS
 HE0716'THE STATION.
 HE0716'
 HE0716'HEIGHT OF LIGHT ABOVE STATION MARK 4.80 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0671 ***********************************************************************
 JH0671  DESIGNATION -  GREEN
 JH0671  PID         -  JH0671
 JH0671  STATE/COUNTY-  KS/LANE
 JH0671  USGS QUAD   -  SHIELDS (1974)
 JH0671
 JH0671                         *CURRENT SURVEY CONTROL
 JH0671  ___________________________________________________________________
 JH0671* NAD 83(1997)-  38 32 24.33424(N)    100 28 03.94392(W)     ADJUSTED  
 JH0671* NAVD 88     -       846.7    (meters)    2778.     (feet)  VERTCON   
 JH0671  ___________________________________________________________________
 JH0671  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 JH0671  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 JH0671
 JH0671  HORZ ORDER  -  THIRD
 JH0671  VERT ORDER  -  THIRD ? (See Below)
 JH0671
 JH0671.The horizontal coordinates were established by classical geodetic methods
 JH0671.and adjusted by the National Geodetic Survey in October 1998..
 JH0671
 JH0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0671.The vertical order pertains to the NGVD 29 superseded value.
 JH0671
 JH0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0671
 JH0671.The geoid height was determined by GEOID03.
 JH0671
 JH0671;                    North         East     Units Scale Factor Converg.
 JH0671;SPC KS S     -   609,739.006   228,455.472   MT  0.99999485   -1 12 33.3
 JH0671;UTM  14      - 4,266,763.191   372,082.072   MT  0.99980151   -0 54 52.7
 JH0671
 JH0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0671!SPC KS S     -   0.99987115  x   0.99999485  =   0.99986600
 JH0671!UTM  14      -   0.99987115  x   0.99980151  =   0.99967269
 JH0671
 JH0671|---------------------------------------------------------------------|
 JH0671| PID    Reference Object                     Distance      Geod. Az  |
 JH0671|                                                           dddmmss.s |
 JH0671| CK9754 GREEN RM 1                           19.062 METERS 00139     |
 JH0671| JH0703 DIGHTON MUNICIPAL WATER TANK        APPROX. 6.2 KM 1794545.3 |
 JH0671| CK9753 GREEN AZ MK                                        1822448.1 |
 JH0671| CK9755 GREEN RM 2                           36.768 METERS 27026     |
 JH0671|---------------------------------------------------------------------|
 JH0671
 JH0671                          SUPERSEDED SURVEY CONTROL
 JH0671
 JH0671  NAD 83(1986)-  38 32 24.33857(N)    100 28 03.94414(W) AD(       ) 3
 JH0671  NAD 27      -  38 32 24.28253(N)    100 28 02.44144(W) AD(       ) 3
 JH0671  NGVD 29 (07/19/86)  846.4    (m)         2777.     (f) LEVELING    3  
 JH0671
 JH0671.Superseded values are not recommended for survey control.
 JH0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0671.See file dsdata.txt to determine how the superseded data were derived.
 JH0671
 JH0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH7208266763(NAD 83)
 JH0671_MARKER: DS = TRIANGULATION STATION DISK
 JH0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0671
 JH0671  HISTORY     - Date     Condition        Report By
 JH0671  HISTORY     - 1963     MONUMENTED       CGS
 JH0671
 JH0671                          STATION DESCRIPTION
 JH0671
 JH0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0671'THE STATION IS LOCATED 4 MILES NORTH OF DIGHTON ON THE EAST
 JH0671'RIGHT-OF-WAY OF STATE HIGHWAY 23, IN THE SOUTHEAST CORNER OF A
 JH0671'CROSSROAD.
 JH0671'
 JH0671'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 23 AND
 JH0671'96 IN DIGHTON, GO NORTH ON STATE HIGHWAY 23 FOR 3.5 MILES TO THE
 JH0671'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON
 JH0671'THE HIGHWAY FOR 0.4 MILE TO A CROSSROAD AND THE STATION ON THE
 JH0671'RIGHT AS DESCRIBED.
 JH0671'
 JH0671'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0671'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED GREEN
 JH0671'1963.  IT IS 2.5 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 2.8 FEET
 JH0671'NORTHWEST OF A METAL WITNESS POST, 59 FEET EAST OF THE CENTER OF
 JH0671'STATE HIGHWAY 23 AND 34 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.
 JH0671'
 JH0671'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0671'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED GREEN
 JH0671'NO 1 1963.  IT IS 2.5 FEET SOUTH-SOUTHEAST OF A POWER POLE, 30 FEET
 JH0671'NORTH OF THE CENTER OF A GRAVELED ROAD AND 61.5 FEET EAST OF THE
 JH0671'CENTER OF STATE HIGHWAY 23.
 JH0671'
 JH0671'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0671'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED GREEN NO
 JH0671'NO 2 1963.  IT IS 2 FEET SOUTH-SOUTHEAST OF RIGHT-OF-WAY FENCE
 JH0671'CORNER POST, 32 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 62.5
 JH0671'FEET WEST OF THE CENTER OF STATE HIGHWAY 23.
 JH0671'
 JH0671'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0671'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED GREEN
 JH0671'1963.  IT IS 1 FOOT EAST OF A T-FENCE CORNER, 2 FEET NORTH OF A
 JH0671'METAL WITNESS POST AND 61 FEET WEST OF THE CENTER OF STATE HIGHWAY
 JH0671'23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1128 ***********************************************************************
 KF1128  DESIGNATION -  GREEN MUNICIPAL STANDPIPE
 KF1128  PID         -  KF1128
 KF1128  STATE/COUNTY-  KS/CLAY
 KF1128  USGS QUAD   -  LASITA (1983)
 KF1128
 KF1128                         *CURRENT SURVEY CONTROL
 KF1128  ___________________________________________________________________
 KF1128* NAD 83(1997)-  39 25 53.97654(N)    096 59 52.52319(W)     ADJUSTED  
 KF1128* NAVD 88     -                                                        
 KF1128  ___________________________________________________________________
 KF1128  LAPLACE CORR-          -9.76  (seconds)                    DEFLEC99
 KF1128  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 KF1128
 KF1128  HORZ ORDER  -  THIRD
 KF1128
 KF1128.The horizontal coordinates were established by classical geodetic methods
 KF1128.and adjusted by the National Geodetic Survey in October 1998..
 KF1128
 KF1128
 KF1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1128
 KF1128.The geoid height was determined by GEOID03.
 KF1128
 KF1128;                    North         East     Units Scale Factor Converg.
 KF1128;SPC KS N     -   122,405.257   486,271.352   MT  0.99996182   +0 38 02.5
 KF1128;UTM  14      - 4,366,592.745   672,311.899   MT  0.99996558   +1 16 19.0
 KF1128
 KF1128                          SUPERSEDED SURVEY CONTROL
 KF1128
 KF1128  NAD 83(1997)-  39 25 53.98312(N)    096 59 52.52111(W) AD(       ) 4
 KF1128  NAD 83(1986)-  39 25 53.98308(N)    096 59 52.52044(W) AD(       ) 4
 KF1128  NAD 27      -  39 25 53.99000(N)    096 59 51.47700(W) AD(       ) 3
 KF1128
 KF1128.Superseded values are not recommended for survey control.
 KF1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1128.See file dsdata.txt to determine how the superseded data were derived.
 KF1128
 KF1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ7231266593(NAD 83)
 KF1128_MARKER: 52 = STANDPIPE TANK
 KF1128
 KF1128  HISTORY     - Date     Condition        Report By
 KF1128  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1128  HISTORY     - 1965     GOOD             CGS
 KF1128
 KF1128                          STATION DESCRIPTION
 KF1128
 KF1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1128'LOCATED AT THE NORTH EDGE OF THE BUSINESS DISTRICT AND NEAR THE
 KF1128'CENTER OF THE TOWN OF GREEN, 100 FEET EAST OF THE MAIN
 KF1128'STREET.
 KF1128'
 KF1128'STRUCTURE IS OCTAGONAL.  IT IS CONSTRUCTED OF CONCRETE
 KF1128'AND IS ABOUT 150 FEET IN HEIGHT.  THERE IS A FINIAL AT ITS APEX.
 KF1128'
 KF1128'POINT OBSERVED WAS THE FINIAL.
 KF1128
 KF1128                          STATION RECOVERY (1965)
 KF1128
 KF1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1128'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1116 ***********************************************************************
 HE1116  DESIGNATION -  GREENBUSH
 HE1116  PID         -  HE1116
 HE1116  STATE/COUNTY-  KS/CRAWFORD
 HE1116  USGS QUAD   -  GRINDSTONE CREEK (1973)
 HE1116
 HE1116                         *CURRENT SURVEY CONTROL
 HE1116  ___________________________________________________________________
 HE1116* NAD 83(1997)-  37 28 48.64183(N)    094 59 48.86962(W)     ADJUSTED  
 HE1116* NAVD 88     -       310.8    (meters)    1020.     (feet)  VERTCON   
 HE1116  ___________________________________________________________________
 HE1116  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HE1116  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 HE1116
 HE1116  HORZ ORDER  -  SECOND
 HE1116
 HE1116.The horizontal coordinates were established by classical geodetic methods
 HE1116.and adjusted by the National Geodetic Survey in October 1998..
 HE1116
 HE1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1116
 HE1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1116
 HE1116.The geoid height was determined by GEOID03.
 HE1116
 HE1116;                    North         East     Units Scale Factor Converg.
 HE1116;SPC KS S     -   496,107.340   709,760.536   MT  0.99996489   +2 09 09.9
 HE1116;UTM  15      - 4,150,014.921   323,437.121   MT  0.99998401   -1 12 55.5
 HE1116
 HE1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1116!SPC KS S     -   0.99995602  x   0.99996489  =   0.99992091
 HE1116!UTM  15      -   0.99995602  x   0.99998401  =   0.99994003
 HE1116
 HE1116:                Primary Azimuth Mark                     Grid Az
 HE1116:SPC KS S     -  GREENBUSH ST ALOYSIUS CATH CH            008 30 06.9
 HE1116:UTM  15      -  GREENBUSH ST ALOYSIUS CATH CH            011 52 12.3
 HE1116
 HE1116|---------------------------------------------------------------------|
 HE1116| PID    Reference Object                     Distance      Geod. Az  |
 HE1116|                                                           dddmmss.s |
 HE1116| HE1157 GREENBUSH ST ALOYSIUS CATH CH       APPROX. 3.8 KM 0103916.8 |
 HE1116| CN6303 GREENBUSH AZ MK                                    1481042.5 |
 HE1116| CN6305 GREENBUSH RM 2                       10.772 METERS 18853     |
 HE1116| CN6304 GREENBUSH RM 1                       16.564 METERS 35245     |
 HE1116|---------------------------------------------------------------------|
 HE1116
 HE1116                          SUPERSEDED SURVEY CONTROL
 HE1116
 HE1116  NAD 83(1997)-  37 28 48.64698(N)    094 59 48.86986(W) AD(       ) 2
 HE1116  NAD 83(1986)-  37 28 48.65265(N)    094 59 48.86056(W) AD(       ) 2
 HE1116  NAD 27      -  37 28 48.46740(N)    094 59 47.97001(W) AD(       ) 2
 HE1116  NGVD 29 (07/19/86)  310.7    (m)         1019.     (f) VERT ANG       
 HE1116
 HE1116.Superseded values are not recommended for survey control.
 HE1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1116.See file dsdata.txt to determine how the superseded data were derived.
 HE1116
 HE1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2343750015(NAD 83)
 HE1116_MARKER: DS = TRIANGULATION STATION DISK
 HE1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1116
 HE1116  HISTORY     - Date     Condition        Report By
 HE1116  HISTORY     - 1966     MONUMENTED       CGS
 HE1116
 HE1116                          STATION DESCRIPTION
 HE1116
 HE1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1116'THE STATION IS ABOUT 10 MILES EAST-SOUTHEAST OF ST. PAUL,
 HE1116'9 MILES WEST-SOUTHWEST OF GIRARD AND 2-1/2 MILES SOUTH OF
 HE1116'THE VILLAGE OF GREENBUSH, ON THE WEST SIDE OF A TRACK ROAD.
 HE1116'
 HE1116'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 HE1116'7 AND 57 IN GIRARD, GO WEST ON HIGHWAY 57 FOR 8.05 MILES TO
 HE1116'A CHURCH ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.45
 HE1116'MILE TO A GRAVELED CROSSROAD.  TURN LEFT AND GO SOUTH ON
 HE1116'GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD AND A TRACK ROAD
 HE1116'STRAIGHT AHEAD.  (TO REACH THE AZIMUTH MARK, TURN LEFT AND
 HE1116'GO EAST FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 HE1116'FOR 2.0 MILES TO A CROSSROAD AND THE MARK IN THE NORTHEAST ANGLE
 HE1116'OF THE ROADS).  CONTINUE SOUTH ON TRACK ROAD FOR 0.35 TO A
 HE1116'WIRE GATE AND THE STATION ON THE RIGHT.
 HE1116'
 HE1116'STATION MARK IS A STANDARD DISK, STAMPED GREENBUSH 1964, SET
 HE1116'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 2
 HE1116'INCHES ABOVE THE GROUND.  IT IS 21 FEET WEST OF THE CENTERLINE OF
 HE1116'THE TRACK ROAD, 8 FEET SOUTHEAST OF THE SOUTH GATE POST OF
 HE1116'THE WIRE GATE, 7.7 FEET EAST OF A WITNESS POST AND 7 FEET
 HE1116'EAST OF A FENCE.
 HE1116'
 HE1116'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GREENBUSH NO 1
 HE1116'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 HE1116'IS FLUSH WITH THE GROUND.  IT IS 50.5 FEET NORTH OF THE WITNESS
 HE1116'POST, 30 FEET NORTH OF THE NORTH GATE POST OF THE WIRE GATE,
 HE1116'29 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD, 1 FOOT
 HE1116'EAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE1116'
 HE1116'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREENBUSH NO 2
 HE1116'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 HE1116'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 38 FEET SOUTH OF THE
 HE1116'WITNESS POST, 25 FEET WEST OF THE CENTERLINE OF THE TRACK ROAD,
 HE1116'1 FOOT EAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 HE1116'STATION.
 HE1116'
 HE1116'AZIMUTH MARK IS A STANDARD DISK, STAMPED MICHAEL 1964, SET
 HE1116'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1116'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 38 FEET EAST
 HE1116'OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 23 FEET
 HE1116'NORTH OF THE CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 13
 HE1116'FEET EAST OF A FENCE CORNER POST, 13 FEET SOUTH OF A POWER LINE
 HE1116'POLE, 2 FEET EAST OF A WITNESS POST AND 1 FOOT EAST OF A
 HE1116'FENCE.  THIS MARK IS ALSO THE AZIMUTH MARK FOR TRAVERSE
 HE1116'STATION MICHAEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0807 ***********************************************************************
 KF0807  DESIGNATION -  GREENLEAF
 KF0807  PID         -  KF0807
 KF0807  STATE/COUNTY-  KS/WASHINGTON
 KF0807  USGS QUAD   -  WASHINGTON (1966)
 KF0807
 KF0807                         *CURRENT SURVEY CONTROL
 KF0807  ___________________________________________________________________
 KF0807* NAD 83(1997)-  39 45 17.89248(N)    097 00 01.66358(W)     ADJUSTED  
 KF0807* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 KF0807  ___________________________________________________________________
 KF0807  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 KF0807  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 KF0807
 KF0807  HORZ ORDER  -  SECOND
 KF0807
 KF0807.The horizontal coordinates were established by classical geodetic methods
 KF0807.and adjusted by the National Geodetic Survey in October 1998..
 KF0807
 KF0807.The orthometric height was scaled from a topographic map.
 KF0807
 KF0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0807
 KF0807.The geoid height was determined by GEOID03.
 KF0807
 KF0807;                    North         East     Units Scale Factor Converg.
 KF0807;SPC KS N     -   158,295.876   485,656.574   MT  0.99999552   +0 37 56.7
 KF0807;UTM  14      - 4,402,473.766   671,294.859   MT  0.99996125   +1 16 44.5
 KF0807
 KF0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0807!SPC KS N     -   0.99993612  x   0.99999552  =   0.99993164
 KF0807!UTM  14      -   0.99993612  x   0.99996125  =   0.99989737
 KF0807
 KF0807:                Primary Azimuth Mark                     Grid Az
 KF0807:SPC KS N     -  WASHINGTON ST PAULS LUTH CH              019 45 26.8
 KF0807:UTM  14      -  WASHINGTON ST PAULS LUTH CH              019 06 39.0
 KF0807
 KF0807|---------------------------------------------------------------------|
 KF0807| PID    Reference Object                     Distance      Geod. Az  |
 KF0807|                                                           dddmmss.s |
 KF0807| KF1182 WASHINGTON ST PAULS LUTH CH         APPROX. 6.9 KM 0202323.5 |
 KF0807| CN8666 GREENLEAF AZ MK                                    0882659.0 |
 KF0807| CN8667 GREENLEAF RM 1                       18.764 METERS 14146     |
 KF0807| KF1167 GREENLEAF MUNICIPAL STANDPIPE       APPROX. 3.2 KM 1461108.8 |
 KF0807| KF1164 KIMEO ST MICHAELS CH BELFRY         APPROX.17.6 KM 1785128.3 |
 KF0807| KF0810 LINN TANK                           APPROX.11.1 KM 2200111.9 |
 KF0807| KF0811 LINN ZION LUTHERAN CHURCH           APPROX.11.2 KM 2224342.3 |
 KF0807| CN8668 GREENLEAF RM 2                       25.649 METERS 23638     |
 KF0807| KF0387 K 112                                 8.370 METERS 32746     |
 KF0807| KF0804 WASHINGTON MUNICIPAL STANDPIPE      APPROX. 8.3 KM 3290118.6 |
 KF0807|---------------------------------------------------------------------|
 KF0807
 KF0807                          SUPERSEDED SURVEY CONTROL
 KF0807
 KF0807  NAD 83(1997)-  39 45 17.89504(N)    097 00 01.66310(W) AD(       ) 2
 KF0807  NAD 83(1986)-  39 45 17.89826(N)    097 00 01.66142(W) AD(       ) 2
 KF0807  NAD 27      -  39 45 17.88500(N)    097 00 00.57500(W) AD(       ) 2
 KF0807
 KF0807.Superseded values are not recommended for survey control.
 KF0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0807.See file dsdata.txt to determine how the superseded data were derived.
 KF0807
 KF0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK7129502474(NAD 83)
 KF0807_MARKER: DS = TRIANGULATION STATION DISK
 KF0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0807
 KF0807  HISTORY     - Date     Condition        Report By
 KF0807  HISTORY     - 1947     MONUMENTED       CGS
 KF0807  HISTORY     - 1965     GOOD             CGS
 KF0807
 KF0807                          STATION DESCRIPTION
 KF0807
 KF0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0807'THE STATION IS LOCATED ABOUT 2.0 MILES NORTHWEST OF GREENLEAF
 KF0807'ON THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD NEAR ROAD
 KF0807'CROSSING.  IT IS 55 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 KF0807'SECTION LINE ROAD, 41 FEET EAST OF THE EAST RAIL OF THE TRACK,
 KF0807'6 FEET WEST OF A WHITE WITNESS POST AND 6 FEET WEST OF AN OLD
 KF0807'FENCE LINE.  IT IS STAMPED GREENLEAF 1947 AND SET FLUSH WITH THE
 KF0807'GROUND SURFACE.
 KF0807'
 KF0807'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 57 FEET EAST OF
 KF0807'THE EAST RAIL OF THE TRACK AND 1 FOOT WEST OF THE OLD FENCE
 KF0807'LINE.  IT IS STAMPED GREENLEAF NO 1 1947 AND PROJECTS 6 INCHES.
 KF0807'
 KF0807'REFERENCE MARK NO 2 IS WEST OF THE STATION, 55 FEET WEST OF
 KF0807'THE WEST RAIL OF THE TRACK 10 FEET EAST OF NORTH-SOUTH FENCE LINE
 KF0807'AND 2 FEET NORTH OF TELEPHONE POLE.  IT IS STAMPED GREENLEAF
 KF0807'NO 2 1947 AND PROJECTS 6 INCHES.
 KF0807'
 KF0807'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 25
 KF0807'FEET NORTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD, 3
 KF0807'FEET WEST OF WHITE WITNESS POST AND 1 FOOT SOUTH OF EAST-WEST
 KF0807'FENCE LINE.  IT IS STAMPED GREENLEAF 1947 AND PROJECTS 6 INCHES.
 KF0807'
 KF0807'TO REACH THE STATION FROM THE MISSOURI PACIFIC RAILROAD STATION
 KF0807'IN GREENLEAF, GO EAST FOR 0.1 MILE, TURN LEFT AND GO NORTH ON
 KF0807'DIRT ROAD FOR 1.8 MILES TO CROSSROADS JUST NORTH OF CEMETERY,
 KF0807'TURN LEFT AND GO WEST ON DIRT ROAD FOR 0.9 MILE TO THE AZIMUTH
 KF0807'MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON DIRT ROAD FOR
 KF0807'0.4 MILE TO RAILROAD CROSSING AND STATION AS DESCRIBED.
 KF0807'
 KF0807'A 4 FOOT SIGNAL AT STATION CHEPSTOW IS VISIBLE AT 64 FEET.
 KF0807'
 KF0807'A 74 FOOT SIGNAL AT STATION BOTT 1935 IS V.G.
 KF0807'
 KF0807'AN 87 FOOT SIGNAL AT STATION ENOS 1935 IS V.G.
 KF0807'
 KF0807'A 74 FOOT SIGNAL AT STATION KLING 1935 IS VISIBLE AT 37 FEET
 KF0807'
 KF0807'A 74 FOOT SIGNAL AT STATION ST PAUL IS VISIBLE AT 37 FEET
 KF0807'
 KF0807'A 74 FOOT SIGNAL AT STATION FAIRFIELD IS VISIBLE AT 37 FEET.
 KF0807'
 KF0807'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0807
 KF0807                          STATION RECOVERY (1965)
 KF0807
 KF0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0807'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF0807'RECOVERED AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED.  A METAL
 KF0807'WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0807 ***********************************************************************
 HG0807  DESIGNATION -  GREENLEAF
 HG0807  PID         -  HG0807
 HG0807  STATE/COUNTY-  KS/KINGMAN
 HG0807  USGS QUAD   -  ALAMEDA (1967)
 HG0807
 HG0807                         *CURRENT SURVEY CONTROL
 HG0807  ___________________________________________________________________
 HG0807* NAD 83(1997)-  37 35 29.91211(N)    098 01 03.55899(W)     ADJUSTED  
 HG0807* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 HG0807  ___________________________________________________________________
 HG0807  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 HG0807  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HG0807
 HG0807  HORZ ORDER  -  FIRST
 HG0807
 HG0807.The horizontal coordinates were established by classical geodetic methods
 HG0807.and adjusted by the National Geodetic Survey in October 1998..
 HG0807
 HG0807.The orthometric height was scaled from a topographic map.
 HG0807
 HG0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0807
 HG0807.The geoid height was determined by GEOID03.
 HG0807
 HG0807;                    North         East     Units Scale Factor Converg.
 HG0807;SPC KS S     -   502,768.208   442,597.132   MT  0.99995201   +0 17 47.1
 HG0807;UTM  14      - 4,160,962.007   586,724.393   MT  0.99969264   +0 35 57.5
 HG0807
 HG0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0807!SPC KS S     -   0.99992816  x   0.99995201  =   0.99988017
 HG0807!UTM  14      -   0.99992816  x   0.99969264  =   0.99962082
 HG0807
 HG0807|---------------------------------------------------------------------|
 HG0807| PID    Reference Object                     Distance      Geod. Az  |
 HG0807|                                                           dddmmss.s |
 HG0807| CK9758 GREENLEAF RM 3 AZIMUTH               17.970 METERS 10950     |
 HG0807| CK9756 GREENLEAF RM 1                      215.940 METERS 15614     |
 HG0807| CK9759 GREENLEAF RM 4                       20.684 METERS 15720     |
 HG0807| CK9757 GREENLEAF RM 2                      217.360 METERS 19335     |
 HG0807| HG0806 KINGMAN RAD STA KAJ 941 MAST        APPROX. 8.8 KM 2843747.5 |
 HG0807| HG0805 KINGMAN MUNICIPAL TANK              APPROX.10.7 KM 3075602.4 |
 HG0807| HG0804 KINGMAN MUNICIPAL TANK              APPROX.11.5 KM 3122327.2 |
 HG0807| HG0802 VARNER COLLINGWOOD ELEVATOR         APPROX.14.1 KM 3531901.0 |
 HG0807|---------------------------------------------------------------------|
 HG0807
 HG0807                          SUPERSEDED SURVEY CONTROL
 HG0807
 HG0807  NAD 83(1997)-  37 35 29.91822(N)    098 01 03.56097(W) AD(       ) 1
 HG0807  NAD 83(1986)-  37 35 29.92005(N)    098 01 03.55732(W) AD(       ) 1
 HG0807  NAD 27      -  37 35 29.86538(N)    098 01 02.34041(W) AD(       ) 1
 HG0807
 HG0807.Superseded values are not recommended for survey control.
 HG0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0807.See file dsdata.txt to determine how the superseded data were derived.
 HG0807
 HG0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8672460962(NAD 83)
 HG0807_MARKER: DS = TRIANGULATION STATION DISK
 HG0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0807
 HG0807  HISTORY     - Date     Condition        Report By
 HG0807  HISTORY     - 1938     MONUMENTED       CGS
 HG0807  HISTORY     - 1940     GOOD             CGS
 HG0807  HISTORY     - 1951     GOOD             CGS
 HG0807  HISTORY     - 1962     GOOD             CGS
 HG0807
 HG0807                          STATION DESCRIPTION
 HG0807
 HG0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0807'STATION IS LOCATED ABOUT 7 MILES AIR LINE SE OF KINGMAN AND
 HG0807'5 MILES S OF U.S. HIGHWAY 54 NEAR THE CENTER OF THE S SIDE OF
 HG0807'SECTION 19, T 28 S, R 6 W, ON PROPERTY OF MR. ARRON GREENLEAF.
 HG0807'IT IS ABOUT 0.75 MILE N OF A RESERVOIR, 0.15 MILE N OF A
 HG0807'SECTION LINE ROAD, AND 2 FEET E OF HALF-SECTION LINE FENCE
 HG0807'ON THE HIGHEST GROUND IN THE VICINITY.
 HG0807'
 HG0807'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HG0807'DISKS SET IN CONCRETE.
 HG0807'
 HG0807'REFERENCE MARK NO. 1 IS SSE OF THE STATION ABOUT 30 FEET N
 HG0807'OF CENTER LINE OF ROAD.
 HG0807'
 HG0807'REFERENCE MARK NO. 2 IS SSW OF THE STATION, 30 FEET S OF
 HG0807'CENTER LINE OF ROAD NEAR THE W POST OF GATE LEADING INTO
 HG0807'SMALL CEMETERY.
 HG0807'
 HG0807'THE AZIMUTH MARK (REFERENCE MARK NO. 3) IS 0.5 MILE ESE OF
 HG0807'THE STATION, 20 FEET S OF CENTER LINE OF ROAD AND 2 FEET N
 HG0807'OF S RIGHT-OF-WAY FENCE.
 HG0807'
 HG0807'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 54
 HG0807'AND STATE HIGHWAY 14 IN KINGMAN BY GOING E ON U.S. HIGHWAY
 HG0807'54 FOR 6.0 MILES TO CROSS ROAD AND TELEPHONE LINE LEADING
 HG0807'S, THENCE S ON DIRT ROAD 5.0 MILES, THENCE W ON DIRT ROAD 0.5
 HG0807'MILE TO HALF-SECTION LINE FENCE, THENCE N ALONG E SIDE OF
 HG0807'FENCE 0.15 MILE TO HIGHEST POINT AND STATION.
 HG0807'
 HG0807'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 HG0807
 HG0807                          STATION RECOVERY (1940)
 HG0807
 HG0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HG0807'STATION RECOVERED AS DESCRIBED EXCEPT THAT REFERENCE MARK NO. 1
 HG0807'HAD BEEN DESTROYED.  A NEW REFERENCE MARK, NO. 4, A STANDARD
 HG0807'BRONZE DISK SET IN CONCRETE, WAS
 HG0807'ESTABLISHED SSE OF THE STATION, 25 FEET S OF THE CENTER LINE
 HG0807'OF THE ROAD, IN RIGHT-OF-WAY FENCE LINE.  THE MARK PROJECTS
 HG0807'6 INCHES.
 HG0807'
 HG0807'A WHITE REFERENCE POST WAS SET 2-1/2 FEET N OF THE STATION
 HG0807'MARK, ANOTHER 2 FEET E BY S OF THE AZIMUTH MARK.
 HG0807
 HG0807                          STATION RECOVERY (1951)
 HG0807
 HG0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 HG0807'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 HG0807'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 HG0807'
 HG0807'REFERENCE MARK 1 WAS FOUND BUT THE BRONZE DISK HAS BEEN REMOVED.
 HG0807'
 HG0807'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 HG0807
 HG0807                          STATION RECOVERY (1962)
 HG0807
 HG0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HG0807'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 HG0807'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION
 HG0807'TO THE AZIMUTH MARK WAS VERIFIED.  REFERENCE MARK NO. 1 WAS
 HG0807'FOUND DESTROYED.  REFERENCE MARK NO. 2 COULD NOT BE OBSERVED
 HG0807'OR MEASURED TO FROM THE STATION, THE MARK WAS DESTROYED BY THIS
 HG0807'PARTY.
 HG0807'
 HG0807'REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED BY THIS PARTY.
 HG0807'
 HG0807'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HG0807'
 HG0807'THE STATION IS ABOUT 6 MILES SOUTHEAST OF KINGMAN, 5 MILES
 HG0807'NORTHWEST OF BELMONT, 5 MILES SOUTH OF U.S. HIGHWAY 54, NEAR
 HG0807'THE CENTER OF THE SOUTH SIDE OF SECTION 19, T 28 S, R 6 W,
 HG0807'AND ON LAND OWNED BY MR. ARRON GREENLEAF.
 HG0807'
 HG0807'TO REACH THE STATION FROM THE POST OFFICE IN BELMONT, GO WEST
 HG0807'ON A GRAVELED ROAD FOR 0.15 MILE TO A BLACKTOP ROAD.  TURN
 HG0807'RIGHT, NORTH, ON A BLACKTOP ROAD FOR 1.65 MILES TO A CROSSROAD.
 HG0807'TURN LEFT, WEST, ON A BLACKTOP ROAD FOR 2.0 MILES TO A CROSSROAD.
 HG0807'TURN RIGHT, NORTH, ON A GRAVELED ROAD FOR 3.0 MILES TO A
 HG0807'T-INTERSECTION.  TURN RIGHT, EAST, ON A GRAVELED ROAD FOR 0.5
 HG0807'MILE TO A FIELD ROAD ON THE LEFT, JUST AFTER PASSING A SMALL
 HG0807'CEMETERY ON THE RIGHT.  TURN LEFT, NORTH, AND GO ALONG THE
 HG0807'EAST SIDE OF A FENCE FOR 0.1 MILE TO THE STATION ON THE LEFT.
 HG0807'
 HG0807'STATION MARK, A STANDARD DISK STAMPED GREENLEAF 1938, IS SET
 HG0807'IN A SQUARE CONCRETE POST WHICH IS 10 INCHES BELOW THE SURFACE
 HG0807'OF THE GROUND.  IT IS 3.5 FEET NORTH OF A METAL WITNESS POST
 HG0807'AND IN A NORTH-SOUTH FENCE.  THE UNDERGROUND DISK WAS NOT
 HG0807'INSPECTED BY THIS PARTY.
 HG0807'
 HG0807'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GREENLEAF NO 3
 HG0807'1938, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 HG0807'THE SURFACE OF THE GROUND.  IT IS 55 FEET SOUTH OF THE METAL
 HG0807'WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 HG0807'
 HG0807'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GREENLEAF NO 4
 HG0807'1938, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 HG0807'IT IS 71.5 FEET NORTH OF THE METAL WITNESS POST AND 1 FOOT
 HG0807'WEST OF THE FENCE.
 HG0807'
 HG0807'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED GREENLEAF
 HG0807'NO 3 1938, IS SET IN A SQUARE CONCRETE POST WHICH IS 10 INCHES
 HG0807'BELOW THE SURFACE OF THE GROUND.  IT IS 27 FEET SOUTH OF THE
 HG0807'CENTER OF A GRAVELED ROAD AND 2 FEET WEST OF A METAL WITNESS
 HG0807'POST.
 HG0807'
 HG0807'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 HG0807'THE EAST SIDE OF THE FENCE FOR 0.1 MILE TO THE GRAVELED ROAD.
 HG0807'TURN LEFT, EAST, ON THE GRAVELED ROAD FOR 0.3 MILE TO THE
 HG0807'AZIMUTH MARK ON THE RIGHT.
 HG0807'
 HG0807'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1167 ***********************************************************************
 KF1167  DESIGNATION -  GREENLEAF MUNICIPAL STANDPIPE
 KF1167  PID         -  KF1167
 KF1167  STATE/COUNTY-  KS/WASHINGTON
 KF1167  USGS QUAD   -  GREENLEAF (1983)
 KF1167
 KF1167                         *CURRENT SURVEY CONTROL
 KF1167  ___________________________________________________________________
 KF1167* NAD 83(1997)-  39 43 51.26978(N)    096 58 46.52559(W)     ADJUSTED  
 KF1167* NAVD 88     -                                                        
 KF1167  ___________________________________________________________________
 KF1167  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 KF1167  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 KF1167
 KF1167  HORZ ORDER  -  THIRD
 KF1167
 KF1167.The horizontal coordinates were established by classical geodetic methods
 KF1167.and adjusted by the National Geodetic Survey in October 1998..
 KF1167
 KF1167
 KF1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1167
 KF1167.The geoid height was determined by GEOID03.
 KF1167
 KF1167;                    North         East     Units Scale Factor Converg.
 KF1167;SPC KS N     -   155,644.430   487,475.224   MT  0.99999192   +0 38 44.3
 KF1167;UTM  14      - 4,399,843.079   673,143.251   MT  0.99996909   +1 17 30.2
 KF1167
 KF1167                          SUPERSEDED SURVEY CONTROL
 KF1167
 KF1167  NAD 83(1997)-  39 43 51.27341(N)    096 58 46.52608(W) AD(       ) 4
 KF1167  NAD 83(1986)-  39 43 51.27608(N)    096 58 46.52367(W) AD(       ) 4
 KF1167  NAD 27      -  39 43 51.27300(N)    096 58 45.45000(W) AD(       ) 3
 KF1167
 KF1167.Superseded values are not recommended for survey control.
 KF1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1167.See file dsdata.txt to determine how the superseded data were derived.
 KF1167
 KF1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ7314399843(NAD 83)
 KF1167_MARKER: 52 = STANDPIPE TANK
 KF1167
 KF1167  HISTORY     - Date     Condition        Report By
 KF1167  HISTORY     - 1935     FIRST OBSERVED   CGS
 KF1167  HISTORY     - 1947     GOOD             CGS
 KF1167  HISTORY     - 1965     GOOD             CGS
 KF1167
 KF1167                          STATION DESCRIPTION
 KF1167
 KF1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF1167'POINT OBSERVED UPON IS THE CENTER OF THE 100-FOOT SILVER, MUNICIPAL
 KF1167'STANDPIPE LOCATED IN NORTHWEST GREENLEAF, ABOUT 35 METERS SOUTHWEST
 KF1167'OF MISSOURI PACIFIC RAILROAD TRACK.
 KF1167'
 KF1167'OBSERVED UPON FROM STATIONS BOTT, ENOS, AND KLING.
 KF1167
 KF1167                          STATION RECOVERY (1947)
 KF1167
 KF1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1167'LOCATED AT THE NORTHWEST EDGE OF THE TOWN OF GREENLEAF, 0.15 MILE
 KF1167'NORTHWEST OF THE DEPOT AND 85 FEET NORTHWEST OF A Y INTERSECTION OF
 KF1167'THREE GRAVEL ROADS.
 KF1167'
 KF1167'THE STANDPIPE IS CONSTRUCTED OF STEEL, IS ABOUT 150 FEET HIGH AND
 KF1167'15 FEET IN DIAMETER.  IT IS PAINTED ALUMINUM AND THE WORD GREENLEAF
 KF1167'IN BLACK LETTERS IS ON THE SOUTH SIDE.
 KF1167'
 KF1167'THE POINT OBSERVED WAS THE APPROXIMATE CENTER OF THE STRUCTURE AT
 KF1167'ITS APEX.
 KF1167'
 KF1167'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 KF1167
 KF1167                          STATION RECOVERY (1965)
 KF1167
 KF1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1167'THIS INTERSECTION STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0610 ***********************************************************************
 HG0610  DESIGNATION -  GREENSBURG
 HG0610  PID         -  HG0610
 HG0610  STATE/COUNTY-  KS/KIOWA
 HG0610  USGS QUAD   -  GREENSBURG (1969)
 HG0610
 HG0610                         *CURRENT SURVEY CONTROL
 HG0610  ___________________________________________________________________
 HG0610* NAD 83(1986)-  37 36 34.     (N)    099 17 31.     (W)     SCALED    
 HG0610* NAVD 88     -       678.437  (meters)    2225.84   (feet)  ADJUSTED  
 HG0610  ___________________________________________________________________
 HG0610  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 HG0610  DYNAMIC HT  -         677.853 (meters)    2223.92  (feet)  COMP
 HG0610  MODELED GRAV-     979,746.9   (mgal)                       NAVD 88
 HG0610
 HG0610  VERT ORDER  -  FIRST     CLASS II
 HG0610
 HG0610.The horizontal coordinates were scaled from a topographic map and have
 HG0610.an estimated accuracy of +/- 6 seconds.
 HG0610
 HG0610.The orthometric height was determined by differential leveling
 HG0610.and adjusted by the National Geodetic Survey in June 1991..
 HG0610
 HG0610.The geoid height was determined by GEOID03.
 HG0610
 HG0610.The dynamic height is computed by dividing the NAVD 88
 HG0610.geopotential number by the normal gravity value computed on the
 HG0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0610.degrees latitude (g = 980.6199 gals.).
 HG0610
 HG0610.The modeled gravity was interpolated from observed gravity values.
 HG0610
 HG0610;                    North         East    Units  Estimated Accuracy
 HG0610;SPC KS S     -   504,930.      330,080.      MT  (+/- 180 meters Scaled)
 HG0610
 HG0610                          SUPERSEDED SURVEY CONTROL
 HG0610
 HG0610  NGVD 29 (??/??/92)  678.144  (m)         2224.88   (f) ADJ UNCH    1 2
 HG0610
 HG0610.Superseded values are not recommended for survey control.
 HG0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0610.See file dsdata.txt to determine how the superseded data were derived.
 HG0610
 HG0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG742625(NAD 83)
 HG0610_MARKER: DB = BENCH MARK DISK
 HG0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0610_SP_SET: CONCRETE POST
 HG0610_STAMPING: GREENSBURG 1933
 HG0610_MARK LOGO: CGS   
 HG0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0610+STABILITY: SURFACE MOTION
 HG0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0610+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG0610
 HG0610  HISTORY     - Date     Condition        Report By
 HG0610  HISTORY     - 1933     MONUMENTED       CGS
 HG0610  HISTORY     - 1986     GOOD             NGS
 HG0610  HISTORY     - 20040821 GOOD             USPSQD
 HG0610
 HG0610                          STATION DESCRIPTION
 HG0610
 HG0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0610'AT GREENSBURG.
 HG0610'AT GREENSBURG, KIOWA COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 HG0610'PACIFIC RAILWAY, AT THE SOUTHWEST CORNER OF THE CITY POWER LOT,
 HG0610'ABOUT 85 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, ABOUT
 HG0610'80 FEET WEST OF THE SOUTHWEST CORNER OF THE POWERHOUSE, AND 48
 HG0610'FEET EAST OF MAIN STREET (STATE HIGHWAY 1).  A STANDARD DISK,
 HG0610'STAMPED GREENSBURG 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HG0610
 HG0610                          STATION RECOVERY (1986)
 HG0610
 HG0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0610'RECOVERED IN GOOD CONDITION.
 HG0610
 HG0610                          STATION RECOVERY (2004)
 HG0610
 HG0610'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HG0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0904 ***********************************************************************
 HG0904  DESIGNATION -  GREENSBURG
 HG0904  PID         -  HG0904
 HG0904  STATE/COUNTY-  KS/KIOWA
 HG0904  USGS QUAD   -  GREENSBURG NE (1984)
 HG0904
 HG0904                         *CURRENT SURVEY CONTROL
 HG0904  ___________________________________________________________________
 HG0904* NAD 83(1997)-  37 40 24.79695(N)    099 16 07.13648(W)     ADJUSTED  
 HG0904* NAVD 88     -       678.42   (+/-2cm)    2225.8    (feet)  VERTCON   
 HG0904  ___________________________________________________________________
 HG0904  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HG0904  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 HG0904
 HG0904  HORZ ORDER  -  FIRST
 HG0904  VERT ORDER  -  THIRD ? (See Below)
 HG0904
 HG0904.The horizontal coordinates were established by classical geodetic methods
 HG0904.and adjusted by the National Geodetic Survey in October 1998..
 HG0904
 HG0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0904.The vertical order pertains to the NGVD 29 superseded value.
 HG0904
 HG0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0904
 HG0904.The geoid height was determined by GEOID03.
 HG0904
 HG0904;                    North         East     Units Scale Factor Converg.
 HG0904;SPC KS S     -   512,028.481   332,193.995   MT  0.99994494   -0 28 20.5
 HG0904;UTM  14      - 4,169,630.188   476,309.140   MT  0.99960691   -0 09 51.1
 HG0904
 HG0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0904!SPC KS S     -   0.99989775  x   0.99994494  =   0.99984269
 HG0904!UTM  14      -   0.99989775  x   0.99960691  =   0.99950470
 HG0904
 HG0904|---------------------------------------------------------------------|
 HG0904| PID    Reference Object                     Distance      Geod. Az  |
 HG0904|                                                           dddmmss.s |
 HG0904| CK9762 GREENSBURG RM 1                      49.746 METERS 05921     |
 HG0904| CK9764 GREENSBURG RM 3                      41.721 METERS 06004     |
 HG0904| HG0906 GREENSBURG 2                         68.150 METERS 06709     |
 HG0904| CK9763 GREENSBURG RM 2                      50.960 METERS 12212     |
 HG0904| CK9765 GREENSBURG RM 4                      45.238 METERS 12608     |
 HG0904| CK9760 GREENSBURG AZ MK                                   1771643.8 |
 HG0904| HG0908 GREENSBURG MUNICIPAL TANK           APPROX. 8.1 KM 1961958.9 |
 HG0904| CK9761 GREENSBURG AZ MK RESET                             2825752.1 |
 HG0904|---------------------------------------------------------------------|
 HG0904
 HG0904                          SUPERSEDED SURVEY CONTROL
 HG0904
 HG0904  NAD 83(1997)-  37 40 24.80456(N)    099 16 07.13616(W) AD(       ) 1
 HG0904  NAD 83(1986)-  37 40 24.80115(N)    099 16 07.13357(W) AD(       ) 1
 HG0904  NAD 27      -  37 40 24.73756(N)    099 16 05.72729(W) AD(       ) 1
 HG0904  NGVD 29 (07/19/86)  678.14   (m)         2224.9    (f) LEVELING    3  
 HG0904
 HG0904.Superseded values are not recommended for survey control.
 HG0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0904.See file dsdata.txt to determine how the superseded data were derived.
 HG0904
 HG0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7630969630(NAD 83)
 HG0904_MARKER: DS = TRIANGULATION STATION DISK
 HG0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0904
 HG0904  HISTORY     - Date     Condition        Report By
 HG0904  HISTORY     - 1938     MONUMENTED       CGS
 HG0904  HISTORY     - 1951     GOOD             CGS
 HG0904  HISTORY     - 1951     GOOD             CGS
 HG0904  HISTORY     - 1961     GOOD             CGS
 HG0904  HISTORY     - 1976     SEE DESCRIPTION  NGS
 HG0904
 HG0904                          STATION DESCRIPTION
 HG0904
 HG0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0904'STATION IS LOCATED ABOUT 4.5 MILES NORTH AND 1.0 MILE EAST
 HG0904'OF GREENSBURG ON PROPERTY OF MR. CHARLES BISSET.  IT IS 50
 HG0904'YARDS WEST OF A SECTION LINE ROAD IN THE NORTHEAST QUARTER
 HG0904'OF SECTION 27, T27S, R18W ON THE HIGHEST KNOLL IN THE VICINITY.
 HG0904'
 HG0904'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0904'BRONZE DISKS SET IN CONCRETE.
 HG0904'
 HG0904'THE AZIMUTH MARK IS 0.5 MILE SOUTH OF THE STATION IN THE
 HG0904'FENCE LINE ALONG THE WEST SIDE OF ROAD.
 HG0904'
 HG0904'REACHED FROM THE INTERSECTION OF MAIN STREET AND HIGHWAY
 HG0904'US 54 IN GREENSBURG BY GOING EAST ON US 54 FOR 1.5 MILES
 HG0904'TO CROSS ROAD, THENCE LEFT, NORTH, 4.4 MILES AND THE STATION
 HG0904'IS 50 YARDS TO THE WEST ON THE TOP OF KNOLL.
 HG0904'
 HG0904'HEIGHT OF LIGHT ABOVE STATION MARK 24 METERS.
 HG0904
 HG0904                          STATION RECOVERY (1951)
 HG0904
 HG0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 HG0904'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN
 HG0904'GOOD CONDITION.  THE AZIMUTH MARK R.M. 1, AND R.M. 2 WERE
 HG0904'REMOVED AT THE REQUEST OF MR. HAROLD F. WILLIAMS, KIOWA
 HG0904'COUNTY ENGINEER, DUE TO THE RIGHT-OF-WAY BEING WIDENED.  A
 HG0904'NEW AZIMUTH MARK, R.M. 3, AND R.M. 4 WERE ESTABLISHED.
 HG0904'
 HG0904'A COMPLETE NEW DESCRIPTION FOLLOWS-
 HG0904'
 HG0904'STATION IS LOCATED ABOUT 4.5 MILES NNE OF GREENSBURG, ON
 HG0904'THE HIGHEST POINT IN THE VICINITY.  IT IS 0.1 MILE N OF AN
 HG0904'E-W ROAD LEADING TO A FARMHOUSE AND 163 FEET W OF THE CENTER
 HG0904'LINE OF A N-S ROAD.  MARK IS A STANDARD DISK, STAMPED GREENSBURG
 HG0904'1938, AND PROJECTS 10 INCHES.  IT IS SET IN CONCRETE.
 HG0904'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 HG0904'
 HG0904'R.M. 3 IS ABOUT 12 FEET LOWER THAN THE STATION AND IS 43
 HG0904'FEET W OF THE CENTER LINE OF A N-S ROAD.  IT IS A STANDARD
 HG0904'REFERENCE-MARK DISK WELDED ON THE TOP OF A 3-INCH IRON PIPE.
 HG0904'THE PIPE IS REINFORCED WITH CONCRETE.  IT IS STAMPED GREENSBURG
 HG0904'NO 3 1938 AND PROJECTS 3 INCHES.
 HG0904'
 HG0904'R.M. 4 IS ABOUT 8 FEET LOWER THAN THE STATION AND 43 FEET W
 HG0904'OF THE CENTER LINE OF A N-S ROAD.  IT IS A STANDARD REFERENCE-MARK
 HG0904'DISK WELDED ON THE TOP OF A 3-INCH IRON PIPE.  THE PIPE IS
 HG0904'REINFORCED WITH CONCRETE.  IT IS STAMPED GREENSBURG NO 4 1938
 HG0904'AND PROJECTS 3 INCHES.
 HG0904'
 HG0904'THE AZIMUTH MARK IS 24 FEET N OF THE CENTER LINME OF AN E-W
 HG0904'ROAD, 1.5 FEET E OF A N-S FENCE LINE, 1 FOOT N OF A GATEPOST,
 HG0904'AND 1 FOOT S OF A WITNESS POST.  IT IS A STANDARD REFERENCE-MARK
 HG0904'DISK WELDED ON THE TOP OF A 3-INCH IRON PIPE.  THE PIPE
 HG0904'IS REINFORCED WITH CONCRETE.  IT IS STAMPED GREENSBURG AZI
 HG0904'1938 RESET 1951.
 HG0904'
 HG0904'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 HG0904'AND U.S. HIGHWAY 54 IN GREENSBURG, GO E ON U.S. HIGHWAY
 HG0904'54 FOR 1.5 MILES TO A CROSS ROAD, TURN LEFT (N) FOR 4.4
 HG0904'MILES TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 HG0904'MARK FROM THE STATION, GO N FOR 0.1 MILE TO A T-ROAD LEFT, TURN
 HG0904'LEFT (W) AND GO 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HG0904
 HG0904                          STATION RECOVERY (1951)
 HG0904
 HG0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 HG0904'STATION MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION,
 HG0904'REFERENCE MARKS 1 AND 2 EVIDENTLY HAVE BEEN DESTROYED.  TWO
 HG0904'REFERENCE MARKS, STAMPED 3 AND 4, WERE FOUND IN A PASTURE
 HG0904'W OF THE LOCATION OF REFERENCE MARKS 1 AND 2, AND IN GOOD
 HG0904'CONDITION.  THE AZIMUTH MARK WAS FOUND ON THE BANK ON THE W
 HG0904'SIDE OF THE ROAD, 0.65 MILE S OF THE STATION, WITH THE TOP
 HG0904'BROKEN OFF AND THE DISK REMOVED.  THE ORIGINAL DESCRIPTION TO
 HG0904'REACH THE STATION IS GOOD.
 HG0904
 HG0904                          STATION RECOVERY (1961)
 HG0904
 HG0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0904'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND THE
 HG0904'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 HG0904'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.  THE
 HG0904'DIRECTION TO THE AZIMUTH MARK MISSED THE 1951 DIRECTION BY 06.7
 HG0904'SECONDS.
 HG0904'
 HG0904'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HG0904'
 HG0904'THE STATION IS ABOUT 4-1/2 MILES NORTH OF GREENSBURG, 0.1 MILE SOUTH
 HG0904'OF AN EAST-WEST GRAVELED ROAD, ON THE HIGHEST KNOLL IN THE VICINITY,
 HG0904'IN THE NORTHEAST QUARTER OF SECTION 27, T 27 S, R 18 W, AND IN
 HG0904'PASTURE LAND OWNED BY MR. MARION DIRKS.
 HG0904'
 HG0904'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND U.S.
 HG0904'HIGHWAY 54 IN GREENSBURG, GO EAST ON HIGHWAY 54 FOR 1.5 MILES TO A
 HG0904'CROSSROAD.  TURN LEFT, NORTH, ON A MACADAM ROAD FOR 4.4 MILES TO
 HG0904'THE STATION ON THE LEFT.
 HG0904'
 HG0904'STATION MARK, A STANDARD DISK STAMPED GREENSBURG 1938, IS SET IN A
 HG0904'ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 214 FEET
 HG0904'NORTHWEST OF A POWER POLE, 173 FEET SOUTHWEST OF A POWER POLE, 163
 HG0904'FEET WEST OF THE CENTER OF THE MACADAM ROAD, 122 FEET WEST OF A
 HG0904'FENCE AND 2 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 HG0904'DISK WAS NOT INSPECTED BY THIS PARTY.
 HG0904'
 HG0904'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED GREENSBURG NO 3 1938,
 HG0904'IS WELDED ON THE TOP OF A 3-INCH IRON PIPE WHICH IS REINFORCED WITH
 HG0904'CONCRETE AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 56
 HG0904'FEET SOUTH OF A POWER POLE, 45 FEET WEST OF THE CENTER OF THE
 HG0904'MACADAM ROAD AND 1 FOOT WEST OF THE FENCE.
 HG0904'
 HG0904'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GREENSBURG NO 4 1938,
 HG0904'IS WELDED ON THE TOP OF A 3-INCH IRON PIPE WHICH IS REINFORCED WITH
 HG0904'CONCRETE AND PROJECTS 1 INCH.  IT IS 88 FEET NORTH OF A POWER
 HG0904'POLE, 43 FEET WEST OF THE CENTER OF THE MACADAM ROAD AND 1 FOOT
 HG0904'WEST OF THE FENCE.
 HG0904'
 HG0904'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED GREENSBURG AZI
 HG0904'1938 RESET 1951, IS WELDED ON THE TOP OF A 3-INCH IRON PIPE WHICH IS
 HG0904'REINFORCED WITH CONCRETE AND IS FLUSH WITH THE SURFACE OF THE
 HG0904'GROUND.  IT IS 24 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 3.5
 HG0904'FEET WEST OF A POWER POLE, 1.5 FEET NORTHEAST OF A FENCE CORNER, 1.5
 HG0904'FEET WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A WOODEN
 HG0904'WITNESS POST.
 HG0904'
 HG0904'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE MACADAM
 HG0904'ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT, WEST, ON
 HG0904'THE GRAVELED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HG0904'
 HG0904'NOTE--REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE, PULLING 15 KG.
 HG0904'TAPE TENSION.
 HG0904'
 HG0904'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HG0904
 HG0904                          STATION RECOVERY (1976)
 HG0904
 HG0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HG0904'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK RESET
 HG0904'1951 WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARKS
 HG0904'1 AND 2 CONCRETE MONUMENTS WERE FOUND ABOUT 0.1 MILE NORTH OF THE
 HG0904'STATION IN PASTURE LAND, LYING ON THEIR SIDE AND PARTLY COVERED
 HG0904'WITH DRIFTED SAND.  THE 1938 AZIMUTH MARK WAS NOT FOUND THIS DATE
 HG0904'AND IT WAS PREVIOUSLY REPORTED DESTROYED.  THE PROPERTY OWNER
 HG0904'REQUESTED THE STATION MARK AND REFERENCE MARKS BE REMOVED AS HE
 HG0904'PLANS TO LANDSCAPE THE AREA AT WHICH TIME THE MARKS WOULD BE
 HG0904'DESTROYED.  STATION GREENSBURG 2, REFERENCE MARKS 5 AND 6 WERE
 HG0904'ESTABLISHED THIS DATE.  THE ANGLE BETWEEN THE GREENSBURG MUNICIPAL
 HG0904'WATER TANK AND THE AZIMUTH MARK 1951 CHECKED THE PREVIOUS ANGLE
 HG0904'BY 2.0 SECONDS.  THE AZIMUTH MARK RESET 1951 WILL SERVE AS THE
 HG0904'AZIMUTH MARK FOR STATION GREENSBURG 2.
 HG0904'
 HG0904'SEE THE DESCRIPTION FOR STATION GREENSBURG 2 THEREOF--
 HG0904'
 HG0904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.5 MILES
 HG0904'NNE OF GREENSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0906 ***********************************************************************
 HG0906  DESIGNATION -  GREENSBURG 2
 HG0906  PID         -  HG0906
 HG0906  STATE/COUNTY-  KS/KIOWA
 HG0906  USGS QUAD   -  GREENSBURG NE (1984)
 HG0906
 HG0906                         *CURRENT SURVEY CONTROL
 HG0906  ___________________________________________________________________
 HG0906* NAD 83(1997)-  37 40 25.65535(N)    099 16 04.57373(W)     ADJUSTED  
 HG0906* NAVD 88     -       675.8    (meters)    2217.     (feet)  VERTCON   
 HG0906  ___________________________________________________________________
 HG0906  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HG0906  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 HG0906
 HG0906  HORZ ORDER  -  SECOND
 HG0906
 HG0906.The horizontal coordinates were established by classical geodetic methods
 HG0906.and adjusted by the National Geodetic Survey in October 1998..
 HG0906
 HG0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0906
 HG0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0906
 HG0906.The geoid height was determined by GEOID03.
 HG0906
 HG0906;                    North         East     Units Scale Factor Converg.
 HG0906;SPC KS S     -   512,054.426   332,257.009   MT  0.99994493   -0 28 18.9
 HG0906;UTM  14      - 4,169,656.463   476,371.992   MT  0.99960688   -0 09 49.5
 HG0906
 HG0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0906!SPC KS S     -   0.99989816  x   0.99994493  =   0.99984310
 HG0906!UTM  14      -   0.99989816  x   0.99960688  =   0.99950508
 HG0906
 HG0906|---------------------------------------------------------------------|
 HG0906| PID    Reference Object                     Distance      Geod. Az  |
 HG0906|                                                           dddmmss.s |
 HG0906| CK9767 GREENSBURG 2 RM 6                    10.177 METERS 18034     |
 HG0906| HG0908 GREENSBURG MUNICIPAL TANK           APPROX. 8.2 KM 1964213.0 |
 HG0906| HG0904 GREENSBURG                           68.150 METERS 24709     |
 HG0906| CK9761 GREENSBURG AZ MK RESET                             2801222.5 |
 HG0906| CK9766 GREENSBURG 2 RM 5                    14.670 METERS 35902     |
 HG0906|---------------------------------------------------------------------|
 HG0906
 HG0906                          SUPERSEDED SURVEY CONTROL
 HG0906
 HG0906  NAD 83(1997)-  37 40 25.66296(N)    099 16 04.57341(W) AD(       ) 2
 HG0906  NAD 83(1986)-  37 40 25.65955(N)    099 16 04.57083(W) AD(       ) 2
 HG0906  NGVD 29 (07/19/86)  675.5    (m)         2216.     (f) VERT ANG       
 HG0906
 HG0906.Superseded values are not recommended for survey control.
 HG0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0906.See file dsdata.txt to determine how the superseded data were derived.
 HG0906
 HG0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7637269656(NAD 83)
 HG0906_MARKER: DS = TRIANGULATION STATION DISK
 HG0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0906_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0906+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2000
 HG0906
 HG0906  HISTORY     - Date     Condition        Report By
 HG0906  HISTORY     - 1976     MONUMENTED       NGS
 HG0906  HISTORY     - 20000308 GOOD             LOCENG
 HG0906
 HG0906                          STATION DESCRIPTION
 HG0906
 HG0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HG0906'THE STATION IS LOCATED ABOUT 1.5 MILES EAST AND 4.5 MILES NORTH OF
 HG0906'GREENSBURG, ON THE EAST RIGHT-OF-WAY OF A SURFACED COUNTY ROAD.
 HG0906'
 HG0906'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND US
 HG0906'HIGHWAY 54 IN GREENSBURG, GO EAST ON HIGHWAY 54 FOR 1.5 MILES TO
 HG0906'A SURFACED ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON THE SURFACED
 HG0906'ROAD FOR 4.4 MILES TO TOP OF GRADE AND THE STATION ON THE RIGHT.
 HG0906'
 HG0906'THE STATION MARKS ARE STANDARD DISKS STAMPED GREENSBURG 2 1976.
 HG0906'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 HG0906'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 45 FEET EAST OF
 HG0906'THE CENTER OF THE SURFACED ROAD, IN THE NORTH-SOUTH FENCELINE AND
 HG0906'1.2 FEET SOUTH OF A METAL WITNESS POST IN THE FENCELINE.  THE
 HG0906'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 HG0906'INCHES BELOW THE GROUND SURFACE.
 HG0906'
 HG0906'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 HG0906'GREENSBURG 2 NO 5 1976 AND SET FLUSH WITH THE GROUND SURFACE.
 HG0906'IT IS 44 FEET EAST OF THE CENTER OF THE SURFACED ROAD AND 1 FOOT
 HG0906'WEST OF THE NORTH-SOUTH FENCELINE.
 HG0906'
 HG0906'REFERENCE MARK 6 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 HG0906'GREENSBURG 2 NO 6 1976 AND SET FLUSH WITH THE GROUND SURFACE.
 HG0906'IT IS 44 FEET EAST OF THE CENTER OF THE SURFACED ROAD, 6 FEET
 HG0906'EAST-NORTHEAST OF A TELEPHONE POLE AND 1 FOOT WEST OF THE
 HG0906'NORTH-SOUTH FENCELINE.
 HG0906'
 HG0906'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED GREENSBURG
 HG0906'AZI 1938 RESET 1951 AND SET IN CONCRETE 6 INCHES BELOW THE
 HG0906'GROUND SURFACE.  IT IS 24 FEET NORTH OF THE CENTER OF A SAND ROAD,
 HG0906'4 FEET WEST OF A POWER POLE, 1.5 FEET WEST OF A METAL WITNESS POST
 HG0906'IN A NORTH-SOUTH FENCELINE AND 6 INCHES NORTH OF A CORNER AND
 HG0906'GATE FENCE POST.
 HG0906'
 HG0906'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE SURFACED
 HG0906'ROAD FOR 0.1 MILE TO A SAND ROAD ON THE LEFT, TURN LEFT AND GO
 HG0906'WEST ON THE SAND ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 HG0906'RIGHT.
 HG0906'
 HG0906'NEAREST TOWN--GREENSBURG.
 HG0906
 HG0906                          STATION RECOVERY (2000)
 HG0906
 HG0906'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 HG0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0910 ***********************************************************************
 HG0910  DESIGNATION -  GREENSBURG FARMERS ELEV
 HG0910  PID         -  HG0910
 HG0910  STATE/COUNTY-  KS/KIOWA
 HG0910  USGS QUAD   -  GREENSBURG (1969)
 HG0910
 HG0910                         *CURRENT SURVEY CONTROL
 HG0910  ___________________________________________________________________
 HG0910* NAD 83(1997)-  37 36 31.71905(N)    099 17 37.04021(W)     ADJUSTED  
 HG0910* NAVD 88     -                                                        
 HG0910  ___________________________________________________________________
 HG0910  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HG0910  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 HG0910
 HG0910  HORZ ORDER  -  THIRD
 HG0910
 HG0910.The horizontal coordinates were established by classical geodetic methods
 HG0910.and adjusted by the National Geodetic Survey in October 1998..
 HG0910
 HG0910
 HG0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0910
 HG0910.The geoid height was determined by GEOID03.
 HG0910
 HG0910;                    North         East     Units Scale Factor Converg.
 HG0910;SPC KS S     -   504,861.674   329,929.880   MT  0.99995036   -0 29 15.7
 HG0910;UTM  14      - 4,162,453.741   474,084.383   MT  0.99960827   -0 10 45.1
 HG0910
 HG0910                          SUPERSEDED SURVEY CONTROL
 HG0910
 HG0910  NAD 83(1997)-  37 36 31.72656(N)    099 17 37.03989(W) AD(       ) 4
 HG0910  NAD 83(1986)-  37 36 31.72299(N)    099 17 37.03665(W) AD(       ) 4
 HG0910  NAD 27      -  37 36 31.65668(N)    099 17 35.56027(W) AD(       ) 3
 HG0910
 HG0910.Superseded values are not recommended for survey control.
 HG0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0910.See file dsdata.txt to determine how the superseded data were derived.
 HG0910
 HG0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7408462454(NAD 83)
 HG0910_MARKER: 65 = GRAIN ELEVATOR
 HG0910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0910+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG0910
 HG0910  HISTORY     - Date     Condition        Report By
 HG0910  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0910  HISTORY     - 20040821 GOOD             USPSQD
 HG0910
 HG0910                          STATION DESCRIPTION
 HG0910
 HG0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0910'POINT OBSERVED WAS CENTER OF CONCRETE GRAIN ELEVATOR FARMERS
 HG0910'GRAIN AND SUPPLY CO., IN THE NORTH PART OF TOWN, APPROXIMATELY
 HG0910'125 FEET HIGH.
 HG0910'
 HG0910'OBJECT WAS OBSERVED FROM WOODS, RINEHART, DIRKS AND MEYER.
 HG0910
 HG0910                          STATION RECOVERY (2004)
 HG0910
 HG0910'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HG0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0908 ***********************************************************************
 HG0908  DESIGNATION -  GREENSBURG MUNICIPAL TANK
 HG0908  PID         -  HG0908
 HG0908  STATE/COUNTY-  KS/KIOWA
 HG0908  USGS QUAD   -  GREENSBURG (1969)
 HG0908
 HG0908                         *CURRENT SURVEY CONTROL
 HG0908  ___________________________________________________________________
 HG0908* NAD 83(1997)-  37 36 11.60366(N)    099 17 40.39214(W)     ADJUSTED  
 HG0908* NAVD 88     -                                                        
 HG0908  ___________________________________________________________________
 HG0908  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 HG0908  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 HG0908
 HG0908  HORZ ORDER  -  THIRD
 HG0908
 HG0908.The horizontal coordinates were established by classical geodetic methods
 HG0908.and adjusted by the National Geodetic Survey in October 1998..
 HG0908
 HG0908
 HG0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0908
 HG0908.The geoid height was determined by GEOID03.
 HG0908
 HG0908;                    North         East     Units Scale Factor Converg.
 HG0908;SPC KS S     -   504,242.264   329,842.390   MT  0.99995089   -0 29 17.8
 HG0908;UTM  14      - 4,161,834.081   474,000.258   MT  0.99960833   -0 10 47.0
 HG0908
 HG0908                          SUPERSEDED SURVEY CONTROL
 HG0908
 HG0908  NAD 83(1997)-  37 36 11.61125(N)    099 17 40.39191(W) AD(       ) 4
 HG0908  NAD 83(1986)-  37 36 11.60735(N)    099 17 40.38841(W) AD(       ) 4
 HG0908  NAD 27      -  37 36 11.54053(N)    099 17 38.97674(W) AD(       ) 3
 HG0908
 HG0908.Superseded values are not recommended for survey control.
 HG0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0908.See file dsdata.txt to determine how the superseded data were derived.
 HG0908
 HG0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7400061834(NAD 83)
 HG0908_MARKER: 51 = TANK
 HG0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0908+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG0908
 HG0908  HISTORY     - Date     Condition        Report By
 HG0908  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0908  HISTORY     - 1961     GOOD             CGS
 HG0908  HISTORY     - 20040821 GOOD             USPSQD
 HG0908
 HG0908                          STATION DESCRIPTION
 HG0908
 HG0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0908'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK IN THE
 HG0908'CENTRAL PART OF TOWN, APPROXIMATELY 125 FEET HIGH.
 HG0908'
 HG0908'OBJECT WAS OBSERVED UPON FROM DIRKS, RANDEL, WOODS, MILLER,
 HG0908'AND MEYER AND RINEHART.
 HG0908
 HG0908                          STATION RECOVERY (1961)
 HG0908
 HG0908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0908'THE STATION WAS RECOVERED AS DESCRIBED.  THE HEIGHT OF THE TANK IS
 HG0908'125 FEET.
 HG0908
 HG0908                          STATION RECOVERY (2004)
 HG0908
 HG0908'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HG0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0912 ***********************************************************************
 HG0912  DESIGNATION -  GREENSBURG RAD STA KAA 910
 HG0912  PID         -  HG0912
 HG0912  STATE/COUNTY-  KS/KIOWA
 HG0912  USGS QUAD   -  GREENSBURG (1969)
 HG0912
 HG0912                         *CURRENT SURVEY CONTROL
 HG0912  ___________________________________________________________________
 HG0912* NAD 83(1997)-  37 36 49.07637(N)    099 19 26.91632(W)     ADJUSTED  
 HG0912* NAVD 88     -                                                        
 HG0912  ___________________________________________________________________
 HG0912  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 HG0912  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 HG0912
 HG0912  HORZ ORDER  -  THIRD
 HG0912
 HG0912.The horizontal coordinates were established by classical geodetic methods
 HG0912.and adjusted by the National Geodetic Survey in October 1998..
 HG0912
 HG0912
 HG0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0912
 HG0912.The geoid height was determined by GEOID03.
 HG0912
 HG0912;                    North         East     Units Scale Factor Converg.
 HG0912;SPC KS S     -   505,420.137   327,239.921   MT  0.99994992   -0 30 23.3
 HG0912;UTM  14      - 4,162,997.523   471,392.373   MT  0.99961008   -0 11 52.2
 HG0912
 HG0912                          SUPERSEDED SURVEY CONTROL
 HG0912
 HG0912  NAD 83(1997)-  37 36 49.08399(N)    099 19 26.91611(W) AD(       ) 4
 HG0912  NAD 83(1986)-  37 36 49.07977(N)    099 19 26.91276(W) AD(       ) 4
 HG0912  NAD 27      -  37 36 49.01310(N)    099 19 25.50251(W) AD(       ) 3
 HG0912
 HG0912.Superseded values are not recommended for survey control.
 HG0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0912.See file dsdata.txt to determine how the superseded data were derived.
 HG0912
 HG0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7139262998(NAD 83)
 HG0912_MARKER: 42 = RADIO/TV MAST
 HG0912
 HG0912  HISTORY     - Date     Condition        Report By
 HG0912  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG0912
 HG0912                          STATION DESCRIPTION
 HG0912
 HG0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0912'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS APPROXIMATELY 1-1/2
 HG0912'MILES WEST OF GREENSBURG, 1/2 MILE NORTH OF THE JUNCTION OF U.S.
 HG0912'HIGHWAY 54 AND 183 AND AT THE SITE OF THE PANHANDLE EASTERN PIPE
 HG0912'LINE COMPANY PLANT.
 HG0912'
 HG0912'THE MAST IS A SLENDER RED AND WHITE STEEL STRUCTURE 195 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0941 ***********************************************************************
 HG0941  DESIGNATION -  GREGG
 HG0941  PID         -  HG0941
 HG0941  STATE/COUNTY-  KS/COMANCHE
 HG0941  USGS QUAD   -  NESCATUNGA CREEK NORTH (1980)
 HG0941
 HG0941                         *CURRENT SURVEY CONTROL
 HG0941  ___________________________________________________________________
 HG0941* NAD 83(1997)-  37 13 29.08251(N)    099 09 55.74640(W)     ADJUSTED  
 HG0941* NAVD 88     -       628.     (meters)    2060.     (feet)  SCALED    
 HG0941  ___________________________________________________________________
 HG0941  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 HG0941  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 HG0941
 HG0941  HORZ ORDER  -  FIRST
 HG0941
 HG0941.The horizontal coordinates were established by classical geodetic methods
 HG0941.and adjusted by the National Geodetic Survey in October 1998..
 HG0941
 HG0941.The orthometric height was scaled from a topographic map.
 HG0941
 HG0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0941
 HG0941.The geoid height was determined by GEOID03.
 HG0941
 HG0941;                    North         East     Units Scale Factor Converg.
 HG0941;SPC KS S     -   462,149.555   340,938.857   MT  1.00000851   -0 24 32.3
 HG0941;UTM  14      - 4,119,817.379   485,319.230   MT  0.99960265   -0 06 00.4
 HG0941
 HG0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0941!SPC KS S     -   0.99990577  x   1.00000851  =   0.99991428
 HG0941!UTM  14      -   0.99990577  x   0.99960265  =   0.99950845
 HG0941
 HG0941|---------------------------------------------------------------------|
 HG0941| PID    Reference Object                     Distance      Geod. Az  |
 HG0941|                                                           dddmmss.s |
 HG0941| CK9772 GREGG RM 3                           55.236 METERS 03654     |
 HG0941| CK9770 GREGG RM 1                           43.929 METERS 05315     |
 HG0941| CK9769 GREGG AZ MK                                        0914403.5 |
 HG0941| CK9771 GREGG RM 2                           51.097 METERS 13800     |
 HG0941| HG0957 COLDWATER COMMUNITY TV MAST         APPROX.16.4 KM 2885003.5 |
 HG0941| HG0955 COLDWATER MUNICIPAL WATER TANK      APPROX.15.6 KM 2902229.0 |
 HG0941|---------------------------------------------------------------------|
 HG0941
 HG0941                          SUPERSEDED SURVEY CONTROL
 HG0941
 HG0941  NAD 83(1997)-  37 13 29.08773(N)    099 09 55.74621(W) AD(       ) 1
 HG0941  NAD 83(1986)-  37 13 29.08493(N)    099 09 55.74039(W) AD(       ) 1
 HG0941  NAD 27      -  37 13 28.99695(N)    099 09 54.34657(W) AD(       ) 1
 HG0941
 HG0941.Superseded values are not recommended for survey control.
 HG0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0941.See file dsdata.txt to determine how the superseded data were derived.
 HG0941
 HG0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG8531919817(NAD 83)
 HG0941_MARKER: Z = SEE DESCRIPTION
 HG0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0941_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0941
 HG0941  HISTORY     - Date     Condition        Report By
 HG0941  HISTORY     - 1934     MONUMENTED       CGS
 HG0941  HISTORY     - 1942     GOOD             SSC
 HG0941  HISTORY     - 1953     GOOD             SSC
 HG0941  HISTORY     - 1964     GOOD             CGS
 HG0941  HISTORY     - 1968     GOOD             CGS
 HG0941  HISTORY     - 1970     GOOD             NGS
 HG0941
 HG0941                          STATION DESCRIPTION
 HG0941
 HG0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0941'STATION IS LOCATED ON A SMALL KNOLL NEAR THE SOUTHEAST CORNER OF
 HG0941'SEC. 28, T. 32 S., R. 18 W., ABOUT 1.0 MILE WEST OF DISTRICT
 HG0941'SCHOOL NO. 26 ON PROPERTY KNOWN AS THE BIDDLE ESTATE WHICH IS
 HG0941'IN CHARGE OF PHILO GREGG.  STATION IS 144 FEET WEST OF CENTERLINE
 HG0941'OF NORTH-AND-SOUTH GRAVEL ROAD AND ABOUT 300 FEET NORTH OF
 HG0941'EAST-AND-WEST ROAD.  TO REACH STATION FROM COLDWATER WHERE STATE
 HG0941'HIGHWAY 1 CROSSES RAILROAD TRACKS, GO SOUTH ON STATE HIGHWAY
 HG0941'1 FOR 3.1 MILES AND TURN LEFT ON CROSSROADS AT GRANDVIEW
 HG0941'SCHOOLHOUSE ON THE RIGHT.  GO EAST FOR 9.1 MILES TO A CROSS
 HG0941'ROAD.  TURN NORTH FOR 0.1 MILE AND STATION IS ON SMALL KNOLL ON
 HG0941'WEST SIDE OF ROAD.
 HG0941'
 HG0941'REFERENCE MARK NO. 1 IS SET IN NORTH-AND-SOUTH TELEPHONE LINE,
 HG0941'29.5 FEET WEST OF CENTERLINE OF NORTH-AND-SOUTH GRAVEL ROAD,
 HG0941'
 HG0941'REFERENCE MARK NO. 2 IS SET IN NORTH-AND-SOUTH TELEPHONE LINE, 32
 HG0941'FEET WEST OF CENTERLINE OF NORTH-AND-SOUTH GRAVEL ROAD.
 HG0941'
 HG0941'AZIMUTH MARK IS IN NORTHWEST CORNER OF SCHOOLYARD, 27 FEET EAST
 HG0941'OF CENTERLINE OF NORTH-AND-SOUTH ROAD, 90 FEET WEST-NORTHWEST OF
 HG0941'A SCHOOL WELL, 114 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF
 HG0941'SCHOOL, 230 FEET NORTH OF CENTERLINE OF EAST-AND-WEST ROAD.
 HG0941'TO REACH FROM STATION, GO 1.0 MILE EAST ON GRAVEL ROAD AT STATION
 HG0941'SITE TO MARK IN SCHOOLYARD ON NORTH SIDE OF ROAD.
 HG0941'
 HG0941'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HG0941
 HG0941                          STATION RECOVERY (1942)
 HG0941
 HG0941'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1942 (LMC)
 HG0941'AZIMUTH MARK STAMPED AZI GREGG IN SW CORNER 26-T32S, AND
 HG0941'REFERENCE MARK NO. 2 WHICH IS IN SE 28-T32S-R17W, ARE IN EXCELLENT
 HG0941'CONDITION.  THESE MARKERS ARE EASILY DISTINGUISHABLE AND CAN BE
 HG0941'FOUND WITH ONLY A ROUGH DESCRIPTION OF THE LOCATION.
 HG0941
 HG0941                          STATION RECOVERY (1953)
 HG0941
 HG0941'RECOVERY NOTE BY SEISMOGRAPH SERVICE CORPORATION 1953
 HG0941'STATION IS LOCATED IN THE SOUTHEAST CORNER OF SECTION 28, T 32
 HG0941'S, R 17 W INSTEAD OF T 32 S R 18 W.  THE MONUMENT AT THE PRESENT
 HG0941'TIME IS ABOUT ONE FOOT BENEATH THE SURFACE OF THE GROUND.
 HG0941
 HG0941                          STATION RECOVERY (1964)
 HG0941
 HG0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0941'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND THE AZIMUTH
 HG0941'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO THE
 HG0941'REFERENCE MARKS AND THE AZIMUTH MARK WERE VERIFIED.  THE STATION
 HG0941'MARK BEING UNDERGROUND AND THERE BEING QUITE A SLOPE TO THE
 HG0941'REFERENCE MARKS, THE MARKS WERE MEASURED BY MEANS OF SLOPE
 HG0941'DISTANCE AND VERTICAL ANGLES, HOWEVER THIS METHOD DID NOT CHECK
 HG0941'THE PREVIOUS DISTANCES.
 HG0941'
 HG0941'A COMPLETE NEW DESCRIPTION FOLLOWS-
 HG0941'
 HG0941'THE STATION IS 9-1/2 MILES SOUTHEAST OF COLDWATER, 9 MILES EAST
 HG0941'OF U.S. HIGHWAY 283, 4 MILES SOUTH OF U.S. HIGHWAY 160, IN THE
 HG0941'SOUTHEAST CORNER OF SECTION 28, T 32 S, R 17 W, AND ON PROPERTY
 HG0941'OWNED BY THE GREGG ESTATE.
 HG0941'
 HG0941'TO REACH THE STATION FROM THE RAILROAD DEPOT IN COLDWATER, GO
 HG0941'SOUTH ON U.S. HIGHWAY 283 FOR 3.1 MILES TO A CROSSROAD.  TURN
 HG0941'LEFT AND GO EAST ON A GRAVEL ROAD FOR 9.1 MILES TO A CROSSROAD.*
 HG0941'TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 0.05 MILE TO THE
 HG0941'STATION ON THE LEFT.
 HG0941'
 HG0941'STATION MARKS ARE STANDARD DISKS STAMPED GREGG 1934.  THE SURFACE
 HG0941'DISK IS SET IN A ROUND CONCRETE POST 14 INCHES BELOW THE SURFACE
 HG0941'OF THE GROUND.  IT IS 188 FEET SOUTHWEST OF A TELEPHONE POLE,
 HG0941'185 FEET NORTHWEST OF A TELEPHONE POLE, 146 FEET WEST OF THE
 HG0941'CENTER OF A GRAVEL ROAD, AND 2 FEET EAST OF A METAL WITNESS POST.
 HG0941'THE UNDERGROUND DISK WAS NOT INSPECTED.
 HG0941'
 HG0941'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GREGG NO 1 1934,
 HG0941'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HG0941'67 FEET SOUTH OF A TELEPHONE POLE AND 29 FEET WEST OF THE CENTER
 HG0941'OF THE GRAVEL ROAD.
 HG0941'
 HG0941'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GREGG NO 2 1934, IS
 HG0941'SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 32
 HG0941'FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND 23 FEET NORTH OF A
 HG0941'TELEPHONE POLE.
 HG0941'
 HG0941'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED GREGG AZI
 HG0941'1934, SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG0941'GROUND.  IT IS 89.5 FEET WEST OF THE CENTER OF THE CONCRETE BASE
 HG0941'OF AN OLD WELL AND WINDMILL, 29 FEET EAST OF THE CENTER OF A
 HG0941'GRAVEL ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 HG0941'
 HG0941'*TO REACH THE AZIMUTH MARK, GO EAST ON A GRAVEL ROAD FOR 1.0
 HG0941'MILE TO A CROSSROAD, TURN LEFT AND GO NORTH ON A GRAVEL ROAD
 HG0941'FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HG0941'
 HG0941'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HG0941
 HG0941                          STATION RECOVERY (1968)
 HG0941
 HG0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HG0941'STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK RECOVERED IN
 HG0941'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED BY
 HG0941'GRADER OPERATIONS.  REFERENCE MARK NO. 3 WAS SET.  U.S. HIGHWAY
 HG0941'MENTIONED IN THE 1964 DESCRIPTION IS U.S. 183 INSTEAD OF U.S. 283.
 HG0941'THE SCHOOLHOUSE THAT WAS ALSO MENTIONED IN THE PREVIOUS
 HG0941'DESCRIPTION HAS BEEN TORN DOWN.
 HG0941'
 HG0941'STATION, A STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE
 HG0941'POST AND STAMPED GREGG 1934, IS 187 FEET SOUTHWEST OF A TELEPHONE
 HG0941'POLE, 184 FEET NORTHWEST OF A TELEPHONE POLE AND 145 FEET WEST
 HG0941'OF THE CENTERLINE OF ROAD.  THE MARK IS ABOUT 10 INCHES BELOW
 HG0941'THE SURFACE OF GROUND.
 HG0941'
 HG0941'TO REACH FROM THE RAILWAY STATION IN COLD WATER, GO SOUTH
 HG0941'ON U.S. HIGHWAY NO. 183 FOR 2.0 MILES TO CROSSROADS.  TURN LEFT
 HG0941'AND GO EAST ON GRADED ROAD FOR 10.0 MILES TO CROSSROADS.  TURN
 HG0941'LEFT AND GO 0.05 MILE TO STATION ON LEFT IN PASTURE AS DESCRIBED.
 HG0941'TO REACH AZIMUTH MARK FROM STATION, GO EAST AT CROSSROADS FOR 1.0
 HG0941'MILE TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.05 MILE TO MARK
 HG0941'ON RIGHT (EAST) SIDE OF ROAD.
 HG0941'
 HG0941'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A ROUND
 HG0941'CONCRETE POST AND STAMPED GREGG NO 2 1934, IS 34 FEET WEST OF
 HG0941'THE CENTER OF ROAD AND 23 FEET NORTH OF A TELEPHONE POLE.
 HG0941'THE MARK PROJECTS 4 INCHES.
 HG0941'
 HG0941'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A ROUND
 HG0941'CONCRETE POST AND STAMPED GREGG 1934 NO 3 1968, IS 35 FEET WEST
 HG0941'OF THE CENTER OF ROAD AND 7-1/2 FEET SOUTH OF A TELEPHONE POLE.
 HG0941'THE MARK PROJECTS 4 INCHES.
 HG0941'
 HG0941'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 HG0941'CONCRETE POST AND STAMPED AZI GREGG 1934 IS 30 FEET EAST OF THE
 HG0941'CENTERLINE OF NORTH-SOUTH ROAD AND 1 FOOT SOUTH OF A METAL
 HG0941'WITNESS POST.  THE MARK PROJECTS 6 INCHES.
 HG0941'
 HG0941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 11 MILES ESE OF
 HG0941'COLDWATER.
 HG0941
 HG0941                          STATION RECOVERY (1970)
 HG0941
 HG0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0941'STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE
 HG0941'RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE WAS NOTED IN THE
 HG0941'DISTANCE TO THE REFERENCE MARKS AND THE AZIMUTH MARK DISK WAS FOUND
 HG0941'TO BE A REFERENCE MARK DISK.  THE TO REACH WAS NOT ADEQUATE.  A
 HG0941'NEW DESCRIPTION FOLLOWS.
 HG0941'
 HG0941'STATION IS LOCATED ABOUT 17.0 MILES EAST OF PROTECTION, 10.0 MILES
 HG0941'SOUTHEAST OF COLDWATER AND ON PROPERTY OF MR. MURIEL GREGG WHOSE
 HG0941'PHONE NUMBER IS 738-2747, WILMORE EXCHANGE.
 HG0941'
 HG0941'TO REACH THE STATION FROM THE POST OFFICE IN COLDWATER, GO WEST ON
 HG0941'MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF U. S. HIGHWAY 183.
 HG0941'TURN RIGHT AND GO NORTH ON THE HIGHWAY FOR 0.65 MILE TO THE
 HG0941'INTERSECTION OF U. S. HIGHWAY 160 ON THE RIGHT.  TURN RIGHT AND GO
 HG0941'EAST ON U. S. HIGHWAY 160 FOR 9.05 MILES TO A BLADED CROSSROAD.
 HG0941'TURN RIGHT AND GO SOUTH ON A BLADED ROAD FOR 4.0 MILES TO THE
 HG0941'STATION ON THE RIGHT WHICH IS ABOUT 0.05 MILE BEFORE REACHING A
 HG0941'CROSSROAD.
 HG0941'
 HG0941'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE BLADED
 HG0941'ROAD FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON BLADED
 HG0941'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO NORTH FOR 0.05
 HG0941'MILE ON BLADED ROAD TO THE MARK ON THE RIGHT.
 HG0941'
 HG0941'STATION MARK IS A STANDARD DISK, STAMPED GREGG 1934, SET IN THE TOP
 HG0941'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS ABOUT 14 INCHES
 HG0941'BELOW THE GROUND SURFACE.  IT IS 188.0 FEET SOUTHWEST OF A
 HG0941'TELEPHONE POLE, 185.0 FEET NORTHWEST OF A TELEPHONE POLE, 146.0
 HG0941'FEET WEST OF THE CENTER OF A BLADED ROAD AND 1.2 FEET EAST OF A METAL
 HG0941'WITNESS POST.
 HG0941'
 HG0941'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GREGG NO 2 1934, SET IN
 HG0941'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 HG0941'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 33.0 FEET WEST OF
 HG0941'THE CENTER OF THE BLADED ROAD, 23.0 FEET NORTH OF A TELEPHONE POLE
 HG0941'AND ABOUT 5.0 FEET LOWER IN ELEVATION THAN THE STATION.
 HG0941'
 HG0941'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GREGG 1934 NO 3 1968,
 HG0941'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 HG0941'FLUSH WITH THE GROUND SURFACE.  IT IS 33.0 FEET WEST OF THE CENTER
 HG0941'OF THE BLADED ROAD, 7.7 FEET SOUTH OF A TELEPHONE POLE AND ABOUT 6.0
 HG0941'FEET LOWER THAN THE STATION.
 HG0941'
 HG0941'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED AZI GREGG
 HG0941'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 HG0941'PROJECTS ABOUT 6.0 INCHES ABOVE THE GROUND SURFACE.  IT IS 233 FEET
 HG0941'NORTH OF THE CENTER OF A BLADED ROAD, 31 FEET EAST OF THE CENTER
 HG0941'OF A BLADED ROAD AND 2.4 FEET NORTH OF A METAL WITNESS POST.
 HG0941'
 HG0941'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HG0941'
 HG0941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTHEAST
 HG0941'OF COLDWATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0706 ***********************************************************************
 KG0706  DESIGNATION -  GRETNA
 KG0706  PID         -  KG0706
 KG0706  STATE/COUNTY-  KS/PHILLIPS
 KG0706  USGS QUAD   -  GRETNA (1973)
 KG0706
 KG0706                         *CURRENT SURVEY CONTROL
 KG0706  ___________________________________________________________________
 KG0706* NAD 83(1997)-  39 45 21.05151(N)    099 14 23.34943(W)     ADJUSTED  
 KG0706* NAVD 88     -       572.88   (+/-2cm)    1879.5    (feet)  VERTCON   
 KG0706  ___________________________________________________________________
 KG0706  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 KG0706  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 KG0706
 KG0706  HORZ ORDER  -  SECOND
 KG0706  VERT ORDER  -  THIRD ? (See Below)
 KG0706
 KG0706.The horizontal coordinates were established by classical geodetic methods
 KG0706.and adjusted by the National Geodetic Survey in October 1998..
 KG0706
 KG0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0706.The vertical order pertains to the NGVD 29 superseded value.
 KG0706
 KG0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0706
 KG0706.The geoid height was determined by GEOID03.
 KG0706
 KG0706;                    North         East     Units Scale Factor Converg.
 KG0706;SPC KS N     -   158,647.896   293,754.726   MT  0.99999566   -0 47 04.0
 KG0706;UTM  14      - 4,400,686.763   479,456.366   MT  0.99960520   -0 09 12.1
 KG0706
 KG0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0706!SPC KS N     -   0.99991413  x   0.99999566  =   0.99990979
 KG0706!UTM  14      -   0.99991413  x   0.99960520  =   0.99951936
 KG0706
 KG0706:                Primary Azimuth Mark                     Grid Az
 KG0706:SPC KS N     -  GRETNA AZ MK                             090 03 02.0
 KG0706:UTM  14      -  GRETNA AZ MK                             089 25 10.1
 KG0706
 KG0706|---------------------------------------------------------------------|
 KG0706| PID    Reference Object                     Distance      Geod. Az  |
 KG0706|                                                           dddmmss.s |
 KG0706| CN8678 GRETNA AZ MK                                       0891558.0 |
 KG0706| KG0714 KIRWIN MUNICIPAL TANK               APPROX.13.1 KM 1344448.5 |
 KG0706| CN8679 GRETNA RM 1                          22.289 METERS 14611     |
 KG0706| CN8681 GRETNA RM 3                          60.228 METERS 17648     |
 KG0706| CN8680 GRETNA RM 2                          25.564 METERS 22310     |
 KG0706| CN8682 GRETNA RM 4                          65.761 METERS 26959     |
 KG0706| KG0730 PHILLIPSBURG MUN STANDPIPE          APPROX. 7.5 KM 2703118.8 |
 KG0706| KG0729 PHILLIPSBURG K N NATL GAS TWR       APPROX. 6.2 KM 2873109.1 |
 KG0706|---------------------------------------------------------------------|
 KG0706
 KG0706                          SUPERSEDED SURVEY CONTROL
 KG0706
 KG0706  NAD 83(1997)-  39 45 21.05480(N)    099 14 23.35051(W) AD(       ) 2
 KG0706  NAD 83(1986)-  39 45 21.05696(N)    099 14 23.35092(W) AD(       ) 2
 KG0706  NAD 27      -  39 45 21.02100(N)    099 14 22.01500(W) AD(       ) 2
 KG0706  NGVD 29 (07/19/86)  572.65   (m)         1878.8    (f) LEVELING    3  
 KG0706
 KG0706.Superseded values are not recommended for survey control.
 KG0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0706.See file dsdata.txt to determine how the superseded data were derived.
 KG0706
 KG0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK7945600687(NAD 83)
 KG0706_MARKER: DS = TRIANGULATION STATION DISK
 KG0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0706
 KG0706  HISTORY     - Date     Condition        Report By
 KG0706  HISTORY     - 1950     MONUMENTED       CGS
 KG0706  HISTORY     - 1962     GOOD             CGS
 KG0706  HISTORY     - 1984     GOOD             USPSQD
 KG0706
 KG0706                          STATION DESCRIPTION
 KG0706
 KG0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0706'THE STATION IS LOCATED 4.45 MILES EAST OF THE SOUTHEAST CORNER OF
 KG0706'THE COURTHOUSE SQUARE IN PHILLIPSBURG AND ON THE NORTH RIGHT-OF-WAY
 KG0706'OF U.S. HIGHWAY 36.  IT IS 33.5 FEET NORTH OF THE CENTER OF THE
 KG0706'HIGHWAY, 15 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 4.5
 KG0706'FEET WEST OF A TRIANGULAR BLAZED POWERLINE POLE AND 3.5 FEET
 KG0706'WEST OF A WITNESS POST.  IT IS STAMPED GRETNA 1950 AND PROJECTS
 KG0706'2 INCHES.
 KG0706'
 KG0706'REFERENCE MARK NO. 1 IS 51 FEET WEST OF A TELEPHONE POLE AND
 KG0706'27 FEET SOUTH OF THE CENTER OF THE HIGHWAY.  IT IS STAMPED GRENTA
 KG0706'NO 1 1950 AND PROJECTS 3 INCHES.
 KG0706'
 KG0706'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 KG0706'AND 3 FEET EAST OF A TELEPHONE POLE.  IT IS STAMPED GRENTA NO 2
 KG0706'1950 AND PROJECTS 2 INCHES.
 KG0706'
 KG0706'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 98.0 FEET.
 KG0706'
 KG0706'THE AZIMUTH MARK IS 62 FEET NORTH OF THE CENTER OF THE HIGHWAY, 32
 KG0706'FEET NORTH OF A POWERLINE POLE AND FENCE CORNER, 2 FEET NORTH
 KG0706'OF A WITNESS POST AND SET IN A NORTH-SOUTH FENCE LINE.  IT IS
 KG0706'STAMPED GRENTA 1950 AND PROJECTS 2 INCHES.  TO REACH THE AZIMUTH
 KG0706'MARK FROM THE STATION, GO EAST FOR 0.5 MILE TO THE AZIMUTH MARK
 KG0706'ON THE RIGHT AS DESCRIBED.
 KG0706'
 KG0706'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0706
 KG0706                          STATION RECOVERY (1962)
 KG0706
 KG0706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KG0706'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KG0706'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U.S.
 KG0706'HIGHWAY 36 WILL DISPLACE THE REFERENCE MARKS, SO THEY WERE
 KG0706'DESTROYED AND REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED.
 KG0706'A COMPLETE NEW DESCRIPTION FOLLOWS.
 KG0706'
 KG0706'STATION IS LOCATED ABOUT 4 AND 1/2 MILES EAST OF PHILLIPSBURG
 KG0706'ALONG THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 36 IN THE SE 1/4 OF
 KG0706'SEC. 28, T 3 S., R 17 W., 113 FEET NORTH OF THE CENTERLINE OF NEW
 KG0706'U.S. HIGHWAY 36, 33 FEET NORTH OF THE CENTER OF OLD U.S. HIGHWAY
 KG0706'36, 18 FEET EAST OF A FIELD ENTRANCE, 5 FEET WEST OF A POWER
 KG0706'POLE, AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK PROJECTS
 KG0706'4 INCHES AND THE DISK IS STAMPED GRENTA 1950.
 KG0706'
 KG0706'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 KG0706'SQUARE IN PHILLIPSBURG, GO EAST ON U.S. HIGHWAY 36 FOR 0.75 MILE
 KG0706'TO THE JUNCTION OF U.S. HIGHWAY 183 SOUTH.  CONTINUE EAST ON
 KG0706'U.S. HIGHWAY 36 FOR 3.7 MILES TO THE STATION ON THE LEFT AND
 KG0706'THE STATION AS DESCRIBED.
 KG0706'
 KG0706'REFERENCE MARK NO. 3 IS SOUTH OF THE STATION, 84 FEET SOUTH OF THE
 KG0706'CENTERLINE OF NEW U.S. HIGHWAY 36, AND 2 FEET EAST OF CONCRETE
 KG0706'RIGHT-OF-WAY MARKER POST AND HIGHWAY POT STATION 286 - 61.58.
 KG0706'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRETNA NO 3
 KG0706'1950.
 KG0706'
 KG0706'REFERENCE MARK NO. 4 IS WEST OF THE STATION, 111 FEET NORTH OF THE
 KG0706'CENTER OF NEW U.S. HIGHWAY 36, 32 FEET NORTH OF THE CENTER OF OLD
 KG0706'U.S. HIGHWAY 36, AND 3 FEET EAST OF A POWER POLE.  THE MARK
 KG0706'PROJECTS 6 INCHES AND THE DISK IS STAMPED GRETNA NO 4 1950.
 KG0706'
 KG0706'AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION, IN A NORTH-SOUTH
 KG0706'FENCELINE, 62 FEET NORTH OF THE CENTERLINE OF OLD U.S. HIGHWAY 36,
 KG0706'32 FEET NORTH OF A POWER POLE AND A FENCE CORNER, AND 1 FOOT
 KG0706'SOUTH OF A STEEL POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 KG0706'IS STAMPED GRETNA 1950.
 KG0706'
 KG0706'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S. HIGHWAY
 KG0706'36 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KG0706'
 KG0706'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0706
 KG0706                          STATION RECOVERY (1984)
 KG0706
 KG0706'RECOVERY NOTE BY US POWER SQUADRON 1984 (MSS)
 KG0706'GRETNA 1950 RECOVERED GOOD.
 KG0706'
 KG0706'THIS STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 KG0706'CONDITION.  THE STATION WAS 6 FEET WEST OF A CONCRETE HIGHWAY
 KG0706'MARKER AND TEN FEET WEST OF A POWER POLE.  THE STATION STEEL
 KG0706'WITNESS POST SIGN WAS MISSING.  REFERENCE MARK NO. 3 LOCATED AS
 KG0706'DESCRIBED EXCEPT IT HAD ORANGE GRADER BLADES ADJACENT AS DID THE
 KG0706'HIGHWAY MARKER.  REFERENCE MARK NO. 4 WAS 3-1/2 FEET WEST OF A
 KG0706'POWER POLE.  AZIMUTH MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0713 ***********************************************************************
 JH0713  DESIGNATION -  GRIGSTON
 JH0713  PID         -  JH0713
 JH0713  STATE/COUNTY-  KS/SCOTT
 JH0713  USGS QUAD   -  GRIGSTON (1974)
 JH0713
 JH0713                         *CURRENT SURVEY CONTROL
 JH0713  ___________________________________________________________________
 JH0713* NAD 83(1997)-  38 28 59.16789(N)    100 43 23.24612(W)     ADJUSTED  
 JH0713* NAVD 88     -       896.     (meters)    2940.     (feet)  SCALED    
 JH0713  ___________________________________________________________________
 JH0713  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JH0713  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 JH0713
 JH0713  HORZ ORDER  -  SECOND
 JH0713
 JH0713.The horizontal coordinates were established by classical geodetic methods
 JH0713.and adjusted by the National Geodetic Survey in October 1998..
 JH0713
 JH0713.The orthometric height was scaled from a topographic map.
 JH0713
 JH0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0713
 JH0713.The geoid height was determined by GEOID03.
 JH0713
 JH0713;                    North         East     Units Scale Factor Converg.
 JH0713;SPC KS S     -   603,914.878   206,046.830   MT  0.99998454   -1 21 58.2
 JH0713;UTM  14      - 4,260,825.003   349,706.998   MT  0.99987817   -1 04 20.9
 JH0713
 JH0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0713!SPC KS S     -   0.99986333  x   0.99998454  =   0.99984787
 JH0713!UTM  14      -   0.99986333  x   0.99987817  =   0.99974151
 JH0713
 JH0713:                Primary Azimuth Mark                     Grid Az
 JH0713:SPC KS S     -  GRIGSTON GANO ELEVATOR                   064 59 37.7
 JH0713:UTM  14      -  GRIGSTON GANO ELEVATOR                   064 42 00.4
 JH0713
 JH0713|---------------------------------------------------------------------|
 JH0713| PID    Reference Object                     Distance      Geod. Az  |
 JH0713|                                                           dddmmss.s |
 JH0713| JH0712 GRIGSTON GANO ELEVATOR              APPROX. 0.6 KM 0633739.5 |
 JH0713| CK9774 GRIGSTON RM 1                        35.113 METERS 08320     |
 JH0713| CK9773 GRIGSTON AZ MK                                     2705635.3 |
 JH0713| CK9775 GRIGSTON RM 2                        51.895 METERS 27422     |
 JH0713|---------------------------------------------------------------------|
 JH0713
 JH0713                          SUPERSEDED SURVEY CONTROL
 JH0713
 JH0713  NAD 83(1986)-  38 28 59.17169(N)    100 43 23.24554(W) AD(       ) 2
 JH0713  NAD 27      -  38 28 59.10743(N)    100 43 21.71355(W) AD(       ) 2
 JH0713
 JH0713.Superseded values are not recommended for survey control.
 JH0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0713.See file dsdata.txt to determine how the superseded data were derived.
 JH0713
 JH0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH4970760825(NAD 83)
 JH0713_MARKER: DS = TRIANGULATION STATION DISK
 JH0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0713
 JH0713  HISTORY     - Date     Condition        Report By
 JH0713  HISTORY     - 1963     MONUMENTED       CGS
 JH0713
 JH0713                          STATION DESCRIPTION
 JH0713
 JH0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0713'THE STATION IS LOCATED ON STATE HIGHWAY RIGHT-OF-WAY PROPERTY, ABOUT
 JH0713'14 MILES WEST OF DIGHTON, 10-1/2 MILES EAST OF SCOTT CITY AND 5
 JH0713'MILES SOUTH OF MANNING.
 JH0713'
 JH0713'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 JH0713'HIGHWAY 96 IN SCOTT CITY, DRIVE EAST ON STATE HIGHWAY 96 FOR
 JH0713'9.75 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE OF THE HIGHWAY.
 JH0713'CONTINUE EAST ON STATE HIGHWAY 96 FOR 0.3 MILE TO THE STATION ON
 JH0713'THE NORTH SIDE OF THE HIGHWAY AND ON THE EAST SIDE OF A GRAVELED
 JH0713'CROSSROAD.
 JH0713'
 JH0713'THE STATION MARK IS A STANDARD DISK STAMPED GRIGSTON 1963, SET IN THE
 JH0713'TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0713'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 78 FEET NORTH
 JH0713'OF THE CENTER OF STATE HIGHWAY 96, 48 FEET EAST OF THE CENTER OF
 JH0713'NORTH-SOUTH GRAVELED ROAD AND 21 FEET SOUTHEAST OF A TELEPHONE POLE
 JH0713'WITH A WITNESS SIGN ATTACHED.
 JH0713'
 JH0713'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GRIGSTON NO 1 1963, SET
 JH0713'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0713'DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 JH0713'92 FEET NORTH OF THE CENTER OF STATE HIGHWAY 96, 44 FEET EAST OF A
 JH0713'TELEPHONE POLE AND 3.4 FEET WEST OF A METAL WITNESS POST WITH A
 JH0713'SIGN ATTACHED.
 JH0713'
 JH0713'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GRIGSTON NO 2 1963, SET
 JH0713'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0713'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 JH0713'89 FEET NORTH OF THE CENTER OF STATE HIGHWAY 96, 2.1 FEET EAST OF
 JH0713'A METAL WITNESS POST WITH A SIGN ATTACHED AND 0.7 FOOT SOUTH OF A
 JH0713'FENCE.
 JH0713'
 JH0713'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GRIGSTON 1963, SET IN
 JH0713'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0713'DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 JH0713'89 FEET NORTH OF THE CENTER OF STATE HIGHWAY 96, 3.5 FEET EAST OF
 JH0713'A TELEPHONE POLE, 2.0 FEET EAST OF A METAL WITNESS POST WITH A
 JH0713'SIGN ATTACHED AND 0.7 FOOT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0712 ***********************************************************************
 JH0712  DESIGNATION -  GRIGSTON GANO ELEVATOR
 JH0712  PID         -  JH0712
 JH0712  STATE/COUNTY-  KS/SCOTT
 JH0712  USGS QUAD   -  GRIGSTON (1974)
 JH0712
 JH0712                         *CURRENT SURVEY CONTROL
 JH0712  ___________________________________________________________________
 JH0712* NAD 83(1997)-  38 29 07.17630(N)    100 43 02.69471(W)     ADJUSTED  
 JH0712* NAVD 88     -                                                        
 JH0712  ___________________________________________________________________
 JH0712  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 JH0712  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 JH0712
 JH0712  HORZ ORDER  -  THIRD
 JH0712
 JH0712.The horizontal coordinates were established by classical geodetic methods
 JH0712.and adjusted by the National Geodetic Survey in October 1998..
 JH0712
 JH0712
 JH0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0712
 JH0712.The geoid height was determined by GEOID03.
 JH0712
 JH0712;                    North         East     Units Scale Factor Converg.
 JH0712;SPC KS S     -   604,149.883   206,550.658   MT  0.99998493   -1 21 45.6
 JH0712;UTM  14      - 4,261,062.561   350,209.560   MT  0.99987632   -1 04 08.3
 JH0712
 JH0712                          SUPERSEDED SURVEY CONTROL
 JH0712
 JH0712  NAD 83(1986)-  38 29 07.18000(N)    100 43 02.69387(W) AD(       ) 4
 JH0712  NAD 27      -  38 29 07.11696(N)    100 43 01.16005(W) AD(       ) 3
 JH0712
 JH0712.Superseded values are not recommended for survey control.
 JH0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0712.See file dsdata.txt to determine how the superseded data were derived.
 JH0712
 JH0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH5021061063(NAD 83)
 JH0712_MARKER: 63 = STACK
 JH0712
 JH0712  HISTORY     - Date     Condition        Report By
 JH0712  HISTORY     - 1963     FIRST OBSERVED   CGS
 JH0712
 JH0712                          STATION DESCRIPTION
 JH0712
 JH0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0712'THE STATION IS LOCATED IN THE SMALL VILLAGE OF GRIGSTON.
 JH0712'
 JH0712'THE STATION IS A LARGE, CREAM COLORED, CONCRETE STRUCTURE WITH A
 JH0712'HIGHER RECTRIANGULAR SHAPED BUILDING (KNOWN AS A HEADHOUSE) NEAR THE
 JH0712'EAST END.  IT IS 155 FEET HIGH.
 JH0712'
 JH0712'THE POINT INTERSECTED IS THE VENT ON TOP OF THE HEADHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0782 ***********************************************************************
 KH0782  DESIGNATION -  GRINNELL MUNICIPAL TANK
 KH0782  PID         -  KH0782
 KH0782  STATE/COUNTY-  KS/GOVE
 KH0782  USGS QUAD   -  GRINNELL NORTH (1979)
 KH0782
 KH0782                         *CURRENT SURVEY CONTROL
 KH0782  ___________________________________________________________________
 KH0782* NAD 83(1997)-  39 07 33.45263(N)    100 37 38.27242(W)     ADJUSTED  
 KH0782* NAVD 88     -                                                        
 KH0782  ___________________________________________________________________
 KH0782  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 KH0782  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 KH0782
 KH0782  HORZ ORDER  -  THIRD
 KH0782
 KH0782.The horizontal coordinates were established by classical geodetic methods
 KH0782.and adjusted by the National Geodetic Survey in October 1998..
 KH0782
 KH0782
 KH0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0782
 KH0782.The geoid height was determined by GEOID03.
 KH0782
 KH0782;                    North         East     Units Scale Factor Converg.
 KH0782;SPC KS N     -    91,285.527   172,851.847   MT  0.99995921   -1 39 44.4
 KH0782;UTM  14      - 4,332,015.246   359,335.705   MT  0.99984363   -1 01 37.3
 KH0782
 KH0782                          SUPERSEDED SURVEY CONTROL
 KH0782
 KH0782  NAD 83(1986)-  39 07 33.45609(N)    100 37 38.27410(W) AD(       ) 4
 KH0782  NAD 27      -  39 07 33.43400(N)    100 37 36.76200(W) AD(       ) 3
 KH0782
 KH0782.Superseded values are not recommended for survey control.
 KH0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0782.See file dsdata.txt to determine how the superseded data were derived.
 KH0782
 KH0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ5933632015(NAD 83)
 KH0782_MARKER: 53 = ELEVATED TANK
 KH0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0782+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KH0782
 KH0782  HISTORY     - Date     Condition        Report By
 KH0782  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0782  HISTORY     - 20030712 GOOD             USPSQD
 KH0782
 KH0782                          STATION DESCRIPTION
 KH0782
 KH0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0782'THE STATION IS LOCATED IN THE EAST PART OF TOWN, 1 BLOCK EAST
 KH0782'OF THE MAIN STREET, IN THE NORTHWEST ANGLE OF AN INTERSECTION.
 KH0782'IT IS A CONICAL SHAPED, SILVER COLORED TANK SUPPORTED BY A
 KH0782'FOUR LEGGED STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 100
 KH0782'FEET AND HAS THE WORD GRINNELL ON THE SOUTH SIDE.
 KH0782'
 KH0782'THE POINT OBSERVED WAS A BALL AT THE APEX OF THE TANK.
 KH0782
 KH0782                          STATION RECOVERY (2003)
 KH0782
 KH0782'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KH0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0291 ***********************************************************************
 KF0291  CBN         -  This is a Cooperative Base Network Control Station.
 KF0291  DESIGNATION -  GROVE
 KF0291  PID         -  KF0291
 KF0291  STATE/COUNTY-  KS/GEARY
 KF0291  USGS QUAD   -  SWEDE CREEK (1982)
 KF0291
 KF0291                         *CURRENT SURVEY CONTROL
 KF0291  ___________________________________________________________________
 KF0291* NAD 83(1997)-  39 03 44.15699(N)    096 32 00.63456(W)     ADJUSTED  
 KF0291* NAVD 88     -       441.159  (meters)    1447.37   (feet)  ADJUSTED  
 KF0291  ___________________________________________________________________
 KF0291  X           -    -564,289.677 (meters)                     COMP
 KF0291  Y           -  -4,927,085.250 (meters)                     COMP
 KF0291  Z           -   3,997,945.784 (meters)                     COMP
 KF0291  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 KF0291  ELLIP HEIGHT-         411.16  (meters)          (08/16/04) GPS OBS
 KF0291  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 KF0291  DYNAMIC HT  -         440.858 (meters)    1446.38  (feet)  COMP
 KF0291  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 KF0291
 KF0291  HORZ ORDER  -  B
 KF0291  VERT ORDER  -  SECOND    CLASS 0
 KF0291  ELLP ORDER  -  FOURTH    CLASS II
 KF0291
 KF0291.The horizontal coordinates were established by GPS observations
 KF0291.and adjusted by the National Geodetic Survey in December 1997..
 KF0291
 KF0291.The orthometric height was determined by differential leveling
 KF0291.and adjusted by the National Geodetic Survey in June 1991..
 KF0291
 KF0291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0291
 KF0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0291
 KF0291.The ellipsoidal height was determined by GPS observations
 KF0291.and is referenced to NAD 83.
 KF0291
 KF0291.The geoid height was determined by GEOID03.
 KF0291
 KF0291.The dynamic height is computed by dividing the NAVD 88
 KF0291.geopotential number by the normal gravity value computed on the
 KF0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0291.degrees latitude (g = 980.6199 gals.).
 KF0291
 KF0291.The modeled gravity was interpolated from observed gravity values.
 KF0291
 KF0291;                    North         East     Units Scale Factor Converg.
 KF0291;SPC KS N     -    81,947.064   526,915.030   MT  0.99996223   +0 55 40.3
 KF0291;UTM  14      - 4,326,581.887   713,404.119   MT  1.00016080   +1 33 17.6
 KF0291
 KF0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0291!SPC KS N     -   0.99993550  x   0.99996223  =   0.99989773
 KF0291!UTM  14      -   0.99993550  x   1.00016080  =   1.00009628
 KF0291
 KF0291:                Primary Azimuth Mark                     Grid Az
 KF0291:SPC KS N     -  WAMEGO MUN TANK                          048 45 08.3
 KF0291:UTM  14      -  WAMEGO MUN TANK                          048 07 31.0
 KF0291
 KF0291|---------------------------------------------------------------------|
 KF0291| PID    Reference Object                     Distance      Geod. Az  |
 KF0291|                                                           dddmmss.s |
 KF0291| KF1032 WAMEGO MUN TANK                     APPROX.24.6 KM 0494048.6 |
 KF0291| KF0292 GROVE RM 1                           13.653 METERS 09436     |
 KF0291| KF1038 MANHATTAN M W PIPE MICROWAVE        APPROX. 5.2 KM 1351245.3 |
 KF0291| KF0290 GROVE RM 2                           13.121 METERS 26751     |
 KF0291| KF0280 X 342                                              2755202.2 |
 KF0291|---------------------------------------------------------------------|
 KF0291
 KF0291                          SUPERSEDED SURVEY CONTROL
 KF0291
 KF0291  ELLIP H (12/22/97)  411.17   (m)                       GP(       ) 4 1
 KF0291  NAD 83(1986)-  39 03 44.16286(N)    096 32 00.63182(W) AD(       ) 2
 KF0291  NAD 27      -  39 03 44.17376(N)    096 31 59.62125(W) AD(       ) 2
 KF0291  NAVD 88 (12/22/97)  441.16   (m)         1447.4    (f) LEVELING    3  
 KF0291  NGVD 29 (??/??/92)  441.022  (m)         1446.92   (f) ADJ UNCH    2 0
 KF0291
 KF0291.Superseded values are not recommended for survey control.
 KF0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0291.See file dsdata.txt to determine how the superseded data were derived.
 KF0291
 KF0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1340426582(NAD 83)
 KF0291_MARKER: DE = TRAVERSE STATION DISK
 KF0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0291_STAMPING: GROVE 1970
 KF0291_MARK LOGO: CGS   
 KF0291_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0291+STABILITY: SURFACE MOTION
 KF0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0291+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1997
 KF0291
 KF0291  HISTORY     - Date     Condition        Report By
 KF0291  HISTORY     - 1970     MONUMENTED       NGS
 KF0291  HISTORY     - 1970     GOOD             NGS
 KF0291  HISTORY     - 19970306 GOOD             NGS
 KF0291
 KF0291                          STATION DESCRIPTION
 KF0291
 KF0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0291'THE STATION IS LOCATED ABOUT 16 MILES EAST-NORTHEAST OF
 KF0291'JUNCTION CITY 8 MILES SOUTH-SOUTHEAST OF MANHATTAN, ON A
 KF0291'SMALL HILL ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 KF0291'70, IN THE SW 1/4 SECTION 28, T11S, R8E.
 KF0291'
 KF0291'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE
 KF0291'HIGHWAY 70 AND STATE HIGHWAY 177 WHICH IS ABOUT 8 MILES
 KF0291'SOUTH-SOUTHEAST OF MANHATTAN, (BM X 342 (AZIMUTH MARK) IS
 KF0291'LOCATED AT THIS POINT), GO EAST ON INTERSTATE 70 FOR 0.25
 KF0291'MILE TO THE STATION ON THE RIGHT.
 KF0291'
 KF0291'STATION MARKS ARE TRAVERSE DISKS STAMPED GROVE 1970.  THE
 KF0291'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0291'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 KF0291'IT IS 64 FEET SOUTH OF THE EDGE OF A CUTBANK, 4.3 FEET NORTH
 KF0291'OF A BARBED WIRE FENCE AND 4.2 FEET NORTH OF A METAL WITNESS
 KF0291'POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 KF0291'MASS OF CONCRETE WHICH IS 34 INCHES BELOW THE GROUND SURFACE.
 KF0291'
 KF0291'REFERENCE MARK 1, A STANDARD DISK STAMPED GROVE NO 1 1970,
 KF0291'IS SET IN AN IRREGULAR MASS OF CONCRETE WHICH SUPPORTS A
 KF0291'METAL FENCE POST.  IT IS 44.3 FEET EAST OF THE WITNESS POST
 KF0291'AND 0.3 FOOT NORTH OF THE BARBED WIRE FENCE.
 KF0291'
 KF0291'REFERENCE MARK 2, A STANDARD DISK STAMPED GROVE NO 2 1970,
 KF0291'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KF0291'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 KF0291'43.5 FEET WEST OF THE WITNESS POST AND 2.4 FEET NORTH OF
 KF0291'THE BARBED WIRE FENCE.
 KF0291'
 KF0291'BM X 342 (AZIMUTH MARK), IS A STANDARD BENCH MARK DISK STAMPED
 KF0291'X 342 1970.  IT IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST
 KF0291'WING-WALL OF THE EASTBOUND OVERPASS AT THE JUNCTION OF INTERSTATE
 KF0291'70 AND STATE HIGHWAY 177.  IT IS 19.5 FEET NORTH OF THE
 KF0291'CENTER LINE OF THE EASTBOUND LANES OF INTERSTATE 70, 2.8
 KF0291'FEET SOUTHWEST OF THE SOUTH END OF AN IRON GUARD RAIL AND
 KF0291'0.8 FOOT NORTH OF THE CONCRETE GUARD RAIL.
 KF0291'
 KF0291'HEIGHT OF LIGHT ABOVE STATION MARK 2.85 METERS.
 KF0291
 KF0291                          STATION RECOVERY (1970)
 KF0291
 KF0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0291'13.2 MI W FROM ALMA.
 KF0291'ABOUT 13.2 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0291'HIGHWAY OVERPASS OVER STATE HIGHWAY 99 AT ALMA, OR ABOUT 17.15
 KF0291'MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY OVERPASS
 KF0291'FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY, 0.25 MILE EAST
 KF0291'OF THE HIGHWAY OVERPASS FOR STATE HIGHWAY 177, ON THE TOP OF A
 KF0291'25-FOOT HIGH SHALEY ROCK CUT ON THE SOUTH SIDE OF THE HIGHWAY,
 KF0291'117 FEET SOUTH (SLOPE MEASUREMENT) OF THE CENTER LINE OF THE
 KF0291'SOUTH LANES OF THE HIGHWAY, 45.1 FEET WEST OF A METAL BRACE POLE
 KF0291'IN A FENCE, 4 FEET NORTH OF THE FENCE, 4.0 FEET NORTH OF A
 KF0291'METAL WITNESS POST, ABOUT 25 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KF0291'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 KF0291'SEC 28, T11S, R8E NOTE-- THE MARK MAY ALSO BE REACHED BY GOING
 KF0291'ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE CITY
 KF0291'HALL AT ALMA, THENCE ABOUT 13.2 MILES WEST ALONG INTERSTATE
 KF0291'HIGHWAY 70.
 KF0291
 KF0291                          STATION RECOVERY (1997)
 KF0291
 KF0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KF0291'THE STATION IS LOCATED ABOUT 25.7 KM (15.95 MI) EAST-NORTHEAST OF
 KF0291'JUNCTION CITY, 12.9 KM (8.00 MI) SOUTH-SOUTHEAST OF MANHATTAN, ON A
 KF0291'SMALL HILL ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70, AND IN
 KF0291'THE SW 1/4 OF SECTION 28, T 11 S, R 8 E.  OWNERSHIP--KANSAS DEPARTMENT
 KF0291'OF TRANSPORTATION.  TO REACH THE STATION FROM THE INTERCHANGE OF
 KF0291'INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 177 (EXIT 313), GO EAST ON
 KF0291'INTERSTATE HIGHWAY 70 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE
 KF0291'RIGHT, ON TOP OF A CUT BANK AND NEAR THE RIGHT-OF-WAY FENCE.  THE
 KF0291'STATION MARK IS A STANDARD TRAVERSE STATION DISK SET IN THE TOP OF A
 KF0291'30 CM ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  LOCATED 19.51 M
 KF0291'(64.01 FT) SOUTH OF THE EDGE OF THE CUT BANK AND 1.30 M (4.27 FT)
 KF0291'NORTH OF THE RIGHT-OF-WAY FENCE AND FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1468 ***********************************************************************
 JF1468  DESIGNATION -  GROVE
 JF1468  PID         -  JF1468
 JF1468  STATE/COUNTY-  KS/MORRIS
 JF1468  USGS QUAD   -  COUNCIL GROVE LAKE (1971)
 JF1468
 JF1468                         *CURRENT SURVEY CONTROL
 JF1468  ___________________________________________________________________
 JF1468* NAD 83(1997)-  38 40 36.01708(N)    096 34 16.34593(W)     ADJUSTED  
 JF1468* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 JF1468  ___________________________________________________________________
 JF1468  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 JF1468  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 JF1468
 JF1468  HORZ ORDER  -  SECOND
 JF1468
 JF1468.The horizontal coordinates were established by classical geodetic methods
 JF1468.and adjusted by the National Geodetic Survey in October 1998..
 JF1468
 JF1468.The orthometric height was scaled from a topographic map.
 JF1468
 JF1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1468
 JF1468.The geoid height was determined by GEOID03.
 JF1468
 JF1468;                    North         East     Units Scale Factor Converg.
 JF1468;SPC KS N     -    39,095.072   524,328.183   MT  1.00000670   +0 54 14.5
 JF1468;UTM  14      - 4,283,696.904   711,281.238   MT  1.00014974   +1 31 06.1
 JF1468
 JF1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1468!SPC KS N     -   0.99993404  x   1.00000670  =   0.99994074
 JF1468!UTM  14      -   0.99993404  x   1.00014974  =   1.00008377
 JF1468
 JF1468:                Primary Azimuth Mark                     Grid Az
 JF1468:SPC KS N     -  GROVE AZ MK                              030 45 05.0
 JF1468:UTM  14      -  GROVE AZ MK                              030 08 13.4
 JF1468
 JF1468|---------------------------------------------------------------------|
 JF1468| PID    Reference Object                     Distance      Geod. Az  |
 JF1468|                                                           dddmmss.s |
 JF1468| CL5298 GROVE AZ MK                                        0313919.5 |
 JF1468| JF1467 COUNCIL GROVE RAD KAA 898 MAST      APPROX. 4.8 KM 1160345.8 |
 JF1468| CL5300 GROVE RM 2                            9.029 METERS 27536     |
 JF1468| CL5299 GROVE RM 1                            7.905 METERS 35401     |
 JF1468|---------------------------------------------------------------------|
 JF1468
 JF1468                          SUPERSEDED SURVEY CONTROL
 JF1468
 JF1468  NAD 83(1986)-  38 40 36.02485(N)    096 34 16.34513(W) AD(       ) 2
 JF1468  NAD 27      -  38 40 35.99969(N)    096 34 15.33702(W) AD(       ) 2
 JF1468
 JF1468.Superseded values are not recommended for survey control.
 JF1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1468.See file dsdata.txt to determine how the superseded data were derived.
 JF1468
 JF1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH1128183697(NAD 83)
 JF1468_MARKER: DS = TRIANGULATION STATION DISK
 JF1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1468
 JF1468  HISTORY     - Date     Condition        Report By
 JF1468  HISTORY     - 1956     MONUMENTED       CGS
 JF1468  HISTORY     - 1968     GOOD             CGS
 JF1468
 JF1468                          STATION DESCRIPTION
 JF1468
 JF1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1468'THE STATION IS ABOUT 5 MILES WEST OF COUNCIL GROVE, AT THE
 JF1468'COUNCIL GROVE MUNICIPAL AIRPORT ON LAND OWNED BY THE CITY.
 JF1468'IT IS 114 FEET NORTHWEST OF A GASOLINE PUMP, 30 FEET EAST OF
 JF1468'THE SOUTHWEST CORNER AND 23 FEET SOUTH OF THE SOUTHEAST CORNER
 JF1468'OF THE AIRPORT OFFICE BUILDING.  THE MARK IS FLUSH AND THE DISK
 JF1468'IS STAMPED GROVE 1956.
 JF1468'
 JF1468'TO REACH THE STATION FROM THE POST OFFICE IN COUNCIL GROVE, GO
 JF1468'WEST ON MAIN STREET 0.15 MILE TO MISSION STREET.  TURN RIGHT AND
 JF1468'GO NORTH ON MISSION STREET 0.4 MILE TO A FORK.  TAKE LEFT FORK
 JF1468'NORTHWEST ON BLACKTOP ROAD FOR 2.45 MILES TO ANOTHER FORK.  KEEP
 JF1468'LEFT, NORTHWEST 1.35 MILES TO END OF BLACKTOP.  CONTINUE ON
 JF1468'WINDING GRAVEL ROAD NORTH AND WEST 0.8 MILE TO THE AZIMUTH MARK
 JF1468'ON THE RIGHT.  CONTINUE WEST AND SOUTH ON THE GRAVEL ROAD 0.35
 JF1468'MILE TO A FORK.  TURN RIGHT ON DIRT ROAD 0.05 MILE TO ANOTHER
 JF1468'FORK.  TAKE RIGHT FORK 0.15 MILE TO THE STATION.
 JF1468'
 JF1468'REFERENCE MARK 1 IS 133 FEET NORTHWEST OF THE GASOLINE PUMP,
 JF1468'AND 11 FEET EAST OF THE SOUTHEAST CORNER OF THE AIRPORT OFFICE
 JF1468'BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED GROVE NO 1
 JF1468'1956.
 JF1468'
 JF1468'REFERENCE MARK 2 IS 144 FEET NORTHWEST OF THE GASOLINE PUMP, AND
 JF1468'6 INCHES SOUTH OF THE SOUTHWEST CORNER OF THE AIRPORT OFFICE
 JF1468'BUILDING.  THE MARK IS FLUSH AND THE DISK IS STAMPED GROVE NO 2
 JF1468'1956.
 JF1468'
 JF1468'THE AZIMUTH MARK IS 86 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 JF1468'ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF
 JF1468'A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JF1468'GROVE 1956.
 JF1468'
 JF1468'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1468
 JF1468                          STATION RECOVERY (1968)
 JF1468
 JF1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1468'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1468'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 JF1468'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE EXCEPT THE TO
 JF1468'REACH AND THE OLD AIRPORT BUILDINGS HAVE BEEN ABANDONED.
 JF1468'
 JF1468'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 JF1468'
 JF1468'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 JF1468'
 JF1468'TO REACH THE STATION FROM THE INTERSECTION OF MISSION AND MAIN
 JF1468'STREETS IN COUNCIL GROVE (LIBRARY IN THE SOUTHWEST ANGLE), GO
 JF1468'NORTH ON MISSION STREET FOR 0.45 MILE TO A ROAD FORK AND FIRE
 JF1468'STATION ON THE RIGHT.  TAKE THE LEFT FORK AND GO NORTHWEST ON
 JF1468'A SURFACED ROAD FOR 3.65 MILES TO A ROAD FORK.  TAKE THE RIGHT
 JF1468'FORK AND GO NORTHWEST ON A SURFACED ROAD FOR 0.35 MILE TO A SIDE
 JF1468'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON A SURFACED
 JF1468'ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT ABOUT 140
 JF1468'FEET NORTH OF THE ROAD.  CONTINUE SOUTHWEST OF THE SURFACED
 JF1468'ROAD FOR 0.3 MILE TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO
 JF1468'WEST ON AIRPORT ROAD FOR 0.2 MILE TO ABANDONED AIRPORT
 JF1468'BUILDING AND THE STATION ON THE LEFT.
 JF1468'
 JF1468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 JF1468'WEST OF COUNCIL GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0292 ***********************************************************************
 KF0292  DESIGNATION -  GROVE RM 1
 KF0292  PID         -  KF0292
 KF0292  STATE/COUNTY-  KS/GEARY
 KF0292  USGS QUAD   -  SWEDE CREEK (1982)
 KF0292
 KF0292                         *CURRENT SURVEY CONTROL
 KF0292  ___________________________________________________________________
 KF0292* NAD 83(1986)-  39 03 44.     (N)    096 32 00.     (W)     SCALED    
 KF0292* NAVD 88     -       440.853  (meters)    1446.37   (feet)  ADJUSTED  
 KF0292  ___________________________________________________________________
 KF0292  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 KF0292  DYNAMIC HT  -         440.552 (meters)    1445.38  (feet)  COMP
 KF0292  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 KF0292
 KF0292  VERT ORDER  -  SECOND    CLASS 0
 KF0292
 KF0292.The horizontal coordinates were scaled from a topographic map and have
 KF0292.an estimated accuracy of +/- 6 seconds.
 KF0292
 KF0292.The orthometric height was determined by differential leveling
 KF0292.and adjusted by the National Geodetic Survey in June 1991..
 KF0292
 KF0292.The geoid height was determined by GEOID03.
 KF0292
 KF0292.The dynamic height is computed by dividing the NAVD 88
 KF0292.geopotential number by the normal gravity value computed on the
 KF0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0292.degrees latitude (g = 980.6199 gals.).
 KF0292
 KF0292.The modeled gravity was interpolated from observed gravity values.
 KF0292
 KF0292;                    North         East    Units  Estimated Accuracy
 KF0292;SPC KS N     -    81,940.      526,930.      MT  (+/- 180 meters Scaled)
 KF0292
 KF0292                          SUPERSEDED SURVEY CONTROL
 KF0292
 KF0292  NGVD 29 (??/??/92)  440.716  (m)         1445.92   (f) ADJ UNCH    2 0
 KF0292
 KF0292.Superseded values are not recommended for survey control.
 KF0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0292.See file dsdata.txt to determine how the superseded data were derived.
 KF0292
 KF0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ134265(NAD 83)
 KF0292_MARKER: DR = REFERENCE MARK DISK
 KF0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0292_SP_SET: POLE FOUNDATION
 KF0292_STAMPING: GROVE NO 1 1970
 KF0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0292
 KF0292  HISTORY     - Date     Condition        Report By
 KF0292  HISTORY     - 1970     MONUMENTED       NGS
 KF0292
 KF0292                          STATION DESCRIPTION
 KF0292
 KF0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0292'13.2 MI W FROM ALMA.
 KF0292'ABOUT 13.2 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0292'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.25 MILE EAST OF
 KF0292'THE HIGHWAY OVERPASS FOR STATE HIGHWAY 177, ON THE TOP OF A
 KF0292'25-FOOT HIGH SHALE ROCK CUT ON THE SOUTH SIDE OF THE HIGHWAY,
 KF0292'121 FEET SOUTH (SLOPE MEASUREMENT) OF THE CENTER LINE OF THE SOUTH
 KF0292'LANES OF THE HIGHWAY, SET IN THE TOP OF THE CONCRETE FOUNDATION
 KF0292'FOR A METAL BRACE POLE IN A FENCE, 0.4 FOOT NORTHWEST OF THE BRACE
 KF0292'POLE, 44.80 FEET EAST OF THE STATION MARK, AND ABOUT 1 1/2 FEET
 KF0292'BELOW THE LEVEL OF THE STATION MARK.  SEC 28, T11S, R8E NOTE-- THE
 KF0292'DISK IS SLANTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0290 ***********************************************************************
 KF0290  DESIGNATION -  GROVE RM 2
 KF0290  PID         -  KF0290
 KF0290  STATE/COUNTY-  KS/GEARY
 KF0290  USGS QUAD   -  SWEDE CREEK (1982)
 KF0290
 KF0290                         *CURRENT SURVEY CONTROL
 KF0290  ___________________________________________________________________
 KF0290* NAD 83(1986)-  39 03 44.     (N)    096 32 00.     (W)     SCALED    
 KF0290* NAVD 88     -       440.972  (meters)    1446.76   (feet)  ADJUSTED  
 KF0290  ___________________________________________________________________
 KF0290  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 KF0290  DYNAMIC HT  -         440.671 (meters)    1445.77  (feet)  COMP
 KF0290  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 KF0290
 KF0290  VERT ORDER  -  SECOND    CLASS 0
 KF0290
 KF0290.The horizontal coordinates were scaled from a topographic map and have
 KF0290.an estimated accuracy of +/- 6 seconds.
 KF0290
 KF0290.The orthometric height was determined by differential leveling
 KF0290.and adjusted by the National Geodetic Survey in June 1991..
 KF0290
 KF0290.The geoid height was determined by GEOID03.
 KF0290
 KF0290.The dynamic height is computed by dividing the NAVD 88
 KF0290.geopotential number by the normal gravity value computed on the
 KF0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0290.degrees latitude (g = 980.6199 gals.).
 KF0290
 KF0290.The modeled gravity was interpolated from observed gravity values.
 KF0290
 KF0290;                    North         East    Units  Estimated Accuracy
 KF0290;SPC KS N     -    81,940.      526,930.      MT  (+/- 180 meters Scaled)
 KF0290
 KF0290                          SUPERSEDED SURVEY CONTROL
 KF0290
 KF0290  NGVD 29 (??/??/92)  440.835  (m)         1446.31   (f) ADJ UNCH    2 0
 KF0290
 KF0290.Superseded values are not recommended for survey control.
 KF0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0290.See file dsdata.txt to determine how the superseded data were derived.
 KF0290
 KF0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ134265(NAD 83)
 KF0290_MARKER: DR = REFERENCE MARK DISK
 KF0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0290_STAMPING: GROVE NO 2 1970
 KF0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0290+STABILITY: SURFACE MOTION
 KF0290
 KF0290  HISTORY     - Date     Condition        Report By
 KF0290  HISTORY     - 1970     MONUMENTED       NGS
 KF0290
 KF0290                          STATION DESCRIPTION
 KF0290
 KF0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0290'13.2 MI W FROM ALMA.
 KF0290'ABOUT 13.2 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0290'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.25 MILE EAST OF
 KF0290'THE HIGHWAY OVERPASS FOR STATE HIGHWAY 177, ON THE TOP OF A
 KF0290'25-FOOT HIGH SHALE ROCK CUT ON THE SOUTH SIDE OF THE HIGHWAY,
 KF0290'119 1/2 FEET SOUTH (SLOPE MEASUREMENT) OF THE CENTER LINE OF
 KF0290'THE SOUTH LANES OF THE HIGHWAY, 2.3 FEET NORTH OF A FENCE, 43.10
 KF0290'FEET WEST OF THE STATION MARK, ABOUT 1 FOOT BELOW THE LEVEL OF
 KF0290'THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 KF0290'PROJECTS 0.4 FOOT.  SEC 28, T11S, R8E NOTE-- THE MARK MAY ALSO
 KF0290'BE REACHED BY GOING ABOUT 3.9 MILES NORTH ALONG STATE HIGHWAY 99
 KF0290'FROM THE CITY HALL AT ALMA, THENCE ABOUT 13.2 MILES WEST ALONG
 KF0290'INTERSTATE HIGHWAY 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1477 ***********************************************************************
 JE1477  DESIGNATION -  GUARD
 JE1477  PID         -  JE1477
 JE1477  STATE/COUNTY-  KS/COFFEY
 JE1477  USGS QUAD   -  LEBO (1973)
 JE1477
 JE1477                         *CURRENT SURVEY CONTROL
 JE1477  ___________________________________________________________________
 JE1477* NAD 83(1997)-  38 25 34.30810(N)    095 50 00.55973(W)     ADJUSTED  
 JE1477* NAVD 88     -       366.616  (meters)    1202.81   (feet)  ADJUSTED  
 JE1477  ___________________________________________________________________
 JE1477  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 JE1477  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JE1477  DYNAMIC HT  -         366.353 (meters)    1201.94  (feet)  COMP
 JE1477  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 JE1477
 JE1477  HORZ ORDER  -  SECOND
 JE1477  VERT ORDER  -  SECOND    CLASS 0
 JE1477
 JE1477.The horizontal coordinates were established by classical geodetic methods
 JE1477.and adjusted by the National Geodetic Survey in October 1998..
 JE1477
 JE1477.The orthometric height was determined by differential leveling
 JE1477.and adjusted by the National Geodetic Survey in June 1991..
 JE1477
 JE1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1477
 JE1477.The geoid height was determined by GEOID03.
 JE1477
 JE1477.The dynamic height is computed by dividing the NAVD 88
 JE1477.geopotential number by the normal gravity value computed on the
 JE1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1477.degrees latitude (g = 980.6199 gals.).
 JE1477
 JE1477.The modeled gravity was interpolated from observed gravity values.
 JE1477
 JE1477;                    North         East     Units Scale Factor Converg.
 JE1477;SPC KS S     -   598,615.104   632,806.799   MT  0.99997524   +1 38 19.1
 JE1477;UTM  15      - 4,256,907.125   252,650.735   MT  1.00035352   -1 45 42.9
 JE1477
 JE1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1477!SPC KS S     -   0.99994736  x   0.99997524  =   0.99992260
 JE1477!UTM  15      -   0.99994736  x   1.00035352  =   1.00030086
 JE1477
 JE1477|---------------------------------------------------------------------|
 JE1477| PID    Reference Object                     Distance      Geod. Az  |
 JE1477|                                                           dddmmss.s |
 JE1477| JE1478 GUARD RM 1                           10.037 METERS 10357     |
 JE1477| JE1735 HALLS SUMMIT MICROWAVE TOWER        APPROX.17.2 KM 1260022.9 |
 JE1477| JE1476 GUARD RM 2                           14.447 METERS 18210     |
 JE1477| JE1754 LEBO GRANGE COOP ELEV STAFF         APPROX. 2.7 KM 2392716.9 |
 JE1477| JE1750 LEBO MUNICIPAL TANK                 APPROX. 2.6 KM 2410459.5 |
 JE1477| JE1475 GUARD RM 3 AZIMUTH                                 2705101.8 |
 JE1477|---------------------------------------------------------------------|
 JE1477
 JE1477                          SUPERSEDED SURVEY CONTROL
 JE1477
 JE1477  NAD 83(1986)-  38 25 34.31416(N)    095 50 00.56139(W) AD(       ) 2
 JE1477  NAD 27      -  38 25 34.25895(N)    095 49 59.60413(W) AD(       ) 2
 JE1477  NGVD 29 (??/??/92)  366.458  (m)         1202.29   (f) ADJ UNCH    2 0
 JE1477
 JE1477.Superseded values are not recommended for survey control.
 JE1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1477.See file dsdata.txt to determine how the superseded data were derived.
 JE1477
 JE1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5265156907(NAD 83)
 JE1477_MARKER: DS = TRIANGULATION STATION DISK
 JE1477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1477_SP_SET: BRIDGE
 JE1477_STAMPING: GUARD 1974
 JE1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1477
 JE1477  HISTORY     - Date     Condition        Report By
 JE1477  HISTORY     - 1974     MONUMENTED       NGS
 JE1477  HISTORY     - 1974     GOOD             NGS
 JE1477
 JE1477                          STATION DESCRIPTION
 JE1477
 JE1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1477'THE STATION IS ABOUT 12-1/2 MILES WEST AND 2 MILES NORTH OF WAVERLY,
 JE1477'10-1/2 MILES WEST AND 6 MILES SOUTH OF MELVERN, 1 MILE NORTH AND 1
 JE1477'1/4 EAST OF LEBO, AT THE WEST END OF A BRIDGE OVER A RAILROAD AND ON
 JE1477'THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 35, IN SEC. 5, R. 14
 JE1477'E., T. 18 S.
 JE1477'
 JE1477'TO REACH THE STATION FROM THE POST OFFICE IN LEBO, GO NORTH ON STATE
 JE1477'HIGHWAY 131 FOR 0.75 MILE TO AN OVERPASS OVER INTERSTATE HIGHWAY 35
 JE1477'AND REFERENCE MARK 3 AT THE SOUTHEAST END OF THE OVERPASS.  TURN
 JE1477'RIGHT AND GO EAST ON INTERSTATE HIGHWAY 35 FOR 1.25 MILES TO THE
 JE1477'STATION ON THE LEFT.
 JE1477'
 JE1477'STATION MARKS ARE STANDARD DISKS, STAMPED GUARD 1974.  THE SURFACE
 JE1477'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JE1477'THAT IS FLUSH WITH THE GROUND.  IT IS 30.0 FEET NORTH OF THE CENTER
 JE1477'OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY 35, 7.5 FEET NORTHWEST
 JE1477'OF THE NORTHWEST END OF A CONCRETE BRIDGE AND 4.0 FEET WEST OF A
 JE1477'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JE1477'CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 JE1477'
 JE1477'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GUARD NO 1 1974,
 JE1477'CEMENTED IN A DRILL HOLE IN THE CONCRETE RAILING ON THE NORTH SIDE OF
 JE1477'THE OVERPASS IN THE WEST BOUND LANE OF INTERSTATE HIGHWAY 35.
 JE1477'IT IS 29.1 FEET EAST OF THE NORTHWEST END OF THE BRIDGE, 29.1 FEET
 JE1477'EAST OF THE WITNESS POST, 22.6 FEET NORTH OF THE CENTER OF THE
 JE1477'WEST BOUND LANE OF THE HIGHWAY AND ABOUT 2 FEET HIGHER THAN THE
 JE1477'STATION.
 JE1477'
 JE1477'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GUARD NO 2 1974,
 JE1477'CEMENTED IN A DRILL HOLE IN THE CONCRETE RAILING ON THE SOUTH SIDE OF
 JE1477'THE OVERPASS IN THE WEST BOUND LANE OF INTERSTATE HIGHWAY 35.
 JE1477'IT IS 52.2 FEET SOUTH OF THE WITNESS POST, 42.6 FEET EAST OF THE
 JE1477'SOUTHWEST END OF THE BRIDGE, 22.6 FEET SOUTH OF THE CENTER OF THE
 JE1477'WEST BOUND LANE OF THE HIGHWAY AND ABOUT 2 FEET HIGHER THAN THE
 JE1477'STATION.
 JE1477'
 JE1477'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GUARD NO 3 1974,
 JE1477'CEMENTED IN A DRILL HOLE IN CONCRETE RAILING OF AN OVERPASS OVER
 JE1477'INTERSTATE HIGHWAY 35.  IT IS 22.0 FEET EAST OF THE CENTER OF
 JE1477'STATE HIGHWAY 131, 1.4 FEET NORTH OF A WITNESS POST AND 0.8 FOOT
 JE1477'NORTH OF THE SOUTH END OF THE BRIDGE.  THIS MARK WILL SERVE AS THE
 JE1477'AZIMUTH MARK.
 JE1477'
 JE1477'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 JE1477
 JE1477                          STATION RECOVERY (1974)
 JE1477
 JE1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1477'1.3 MI E FROM LEBO.
 JE1477'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1477'STATE HIGHWAY 131 (EXIT NO 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1477'GO EAST ALONG I-35 FOR 1.3 MILES TO THE MARK SET IN THE TOP OF A
 JE1477'CONCRETE POST FLUSH.  THE MARK IS 30.0 FEET NORTH OF THE WEST BOUND
 JE1477'LANE OF HIGHWAY, 7.5 FEET NORTHWEST OF NORTHWEST CORNER OF THE NORTH
 JE1477'ONE OF TWO BRIDGES OVER THE RAILROAD, 4 FEET WEST OF A METAL WITNESS
 JE1477'POST, 32.93 FEET WEST-NORTHWEST OF RM NO 1, 47.40 FEET NORTH OF RM NO
 JE1477'2 AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1478 ***********************************************************************
 JE1478  DESIGNATION -  GUARD RM 1
 JE1478  PID         -  JE1478
 JE1478  STATE/COUNTY-  KS/COFFEY
 JE1478  USGS QUAD   -  LEBO (1973)
 JE1478
 JE1478                         *CURRENT SURVEY CONTROL
 JE1478  ___________________________________________________________________
 JE1478* NAD 83(1986)-  38 25 34.     (N)    095 50 01.     (W)     SCALED    
 JE1478* NAVD 88     -       367.571  (meters)    1205.94   (feet)  ADJUSTED  
 JE1478  ___________________________________________________________________
 JE1478  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JE1478  DYNAMIC HT  -         367.308 (meters)    1205.08  (feet)  COMP
 JE1478  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 JE1478
 JE1478  VERT ORDER  -  SECOND    CLASS 0
 JE1478
 JE1478.The horizontal coordinates were scaled from a topographic map and have
 JE1478.an estimated accuracy of +/- 6 seconds.
 JE1478
 JE1478.The orthometric height was determined by differential leveling
 JE1478.and adjusted by the National Geodetic Survey in June 1991..
 JE1478
 JE1478.The geoid height was determined by GEOID03.
 JE1478
 JE1478.The dynamic height is computed by dividing the NAVD 88
 JE1478.geopotential number by the normal gravity value computed on the
 JE1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1478.degrees latitude (g = 980.6199 gals.).
 JE1478
 JE1478.The modeled gravity was interpolated from observed gravity values.
 JE1478
 JE1478;                    North         East    Units  Estimated Accuracy
 JE1478;SPC KS S     -   598,610.      632,800.      MT  (+/- 180 meters Scaled)
 JE1478
 JE1478                          SUPERSEDED SURVEY CONTROL
 JE1478
 JE1478  NGVD 29 (??/??/92)  367.413  (m)         1205.42   (f) ADJ UNCH    2 0
 JE1478
 JE1478.Superseded values are not recommended for survey control.
 JE1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1478.See file dsdata.txt to determine how the superseded data were derived.
 JE1478
 JE1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC526568(NAD 83)
 JE1478_MARKER: DR = REFERENCE MARK DISK
 JE1478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1478_SP_SET: BRIDGE
 JE1478_STAMPING: GUARD NO 1 1974
 JE1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1478
 JE1478  HISTORY     - Date     Condition        Report By
 JE1478  HISTORY     - 1974     MONUMENTED       NGS
 JE1478
 JE1478                          STATION DESCRIPTION
 JE1478
 JE1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1478'1.3 MI E FROM LEBO.
 JE1478'AT THE GUARD STATION SITE.  THE MARK IS 32.93 FEET EAST-SOUTHEAST OF
 JE1478'THE STATION, 29.1 FEET EAST OF A METAL WITNESS POST, 29.1 FEET EAST OF
 JE1478'THE WEST END OF BANISTER, 22.6 FEET NORTH OF THE CENTERLINE OF THE
 JE1478'WEST BOUND LANE OF HIGHWAY AND 2 FEET HIGHER THAN THE STATION.  THE
 JE1478'MARK IS SET IN THE TOP OF THE NORTH BANISTER OF A BRIDGE OVER THE
 JE1478'RAILROAD AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1476 ***********************************************************************
 JE1476  DESIGNATION -  GUARD RM 2
 JE1476  PID         -  JE1476
 JE1476  STATE/COUNTY-  KS/COFFEY
 JE1476  USGS QUAD   -  LEBO (1973)
 JE1476
 JE1476                         *CURRENT SURVEY CONTROL
 JE1476  ___________________________________________________________________
 JE1476* NAD 83(1986)-  38 25 34.     (N)    095 50 01.     (W)     SCALED    
 JE1476* NAVD 88     -       367.580  (meters)    1205.97   (feet)  ADJUSTED  
 JE1476  ___________________________________________________________________
 JE1476  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JE1476  DYNAMIC HT  -         367.316 (meters)    1205.10  (feet)  COMP
 JE1476  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 JE1476
 JE1476  VERT ORDER  -  SECOND    CLASS 0
 JE1476
 JE1476.The horizontal coordinates were scaled from a topographic map and have
 JE1476.an estimated accuracy of +/- 6 seconds.
 JE1476
 JE1476.The orthometric height was determined by differential leveling
 JE1476.and adjusted by the National Geodetic Survey in June 1991..
 JE1476
 JE1476.The geoid height was determined by GEOID03.
 JE1476
 JE1476.The dynamic height is computed by dividing the NAVD 88
 JE1476.geopotential number by the normal gravity value computed on the
 JE1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1476.degrees latitude (g = 980.6199 gals.).
 JE1476
 JE1476.The modeled gravity was interpolated from observed gravity values.
 JE1476
 JE1476;                    North         East    Units  Estimated Accuracy
 JE1476;SPC KS S     -   598,610.      632,800.      MT  (+/- 180 meters Scaled)
 JE1476
 JE1476                          SUPERSEDED SURVEY CONTROL
 JE1476
 JE1476  NGVD 29 (??/??/92)  367.422  (m)         1205.45   (f) ADJ UNCH    2 0
 JE1476
 JE1476.Superseded values are not recommended for survey control.
 JE1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1476.See file dsdata.txt to determine how the superseded data were derived.
 JE1476
 JE1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC526568(NAD 83)
 JE1476_MARKER: DR = REFERENCE MARK DISK
 JE1476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1476_SP_SET: BRIDGE
 JE1476_STAMPING: GUARD NO 2 1974
 JE1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1476
 JE1476  HISTORY     - Date     Condition        Report By
 JE1476  HISTORY     - 1974     MONUMENTED       NGS
 JE1476
 JE1476                          STATION DESCRIPTION
 JE1476
 JE1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1476'1.3 MI E FROM LEBO.
 JE1476'AT THE GUARD STATION SITE.  THE MARK IS 47.40 FEET SOUTH OF THE
 JE1476'STATION, 52.2 FEET SOUTH OF A METAL WITNESS SIGN, 42.6 FEET EAST OF
 JE1476'THE WEST END OF BANISTER, 22.6 FEET SOUTH OF THE WEST BOUND LANE OF
 JE1476'HIGHWAY AND IS ABOUT 2 FEET HIGHER THAN THE STATION.  THE MARK IS SET
 JE1476'IN THE TOP OF THE SOUTH BANISTER OF THE NORTH ONE OF TWO BRIDGES OVER
 JE1476'THE RAILROAD AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1475 ***********************************************************************
 JE1475  DESIGNATION -  GUARD RM 3 AZIMUTH
 JE1475  PID         -  JE1475
 JE1475  STATE/COUNTY-  KS/COFFEY
 JE1475  USGS QUAD   -  LEBO (1973)
 JE1475
 JE1475                         *CURRENT SURVEY CONTROL
 JE1475  ___________________________________________________________________
 JE1475* NAD 83(1986)-  38 25 35.     (N)    095 51 29.     (W)     SCALED    
 JE1475* NAVD 88     -       345.537  (meters)    1133.65   (feet)  ADJUSTED  
 JE1475  ___________________________________________________________________
 JE1475  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JE1475  DYNAMIC HT  -         345.289 (meters)    1132.84  (feet)  COMP
 JE1475  MODELED GRAV-     979,900.7   (mgal)                       NAVD 88
 JE1475
 JE1475  VERT ORDER  -  SECOND    CLASS 0
 JE1475
 JE1475.The horizontal coordinates were scaled from a topographic map and have
 JE1475.an estimated accuracy of +/- 6 seconds.
 JE1475
 JE1475.The orthometric height was determined by differential leveling
 JE1475.and adjusted by the National Geodetic Survey in June 1991..
 JE1475
 JE1475.The geoid height was determined by GEOID03.
 JE1475
 JE1475.The dynamic height is computed by dividing the NAVD 88
 JE1475.geopotential number by the normal gravity value computed on the
 JE1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1475.degrees latitude (g = 980.6199 gals.).
 JE1475
 JE1475.The modeled gravity was interpolated from observed gravity values.
 JE1475
 JE1475;                    North         East    Units  Estimated Accuracy
 JE1475;SPC KS S     -   598,580.      630,660.      MT  (+/- 180 meters Scaled)
 JE1475
 JE1475                          SUPERSEDED SURVEY CONTROL
 JE1475
 JE1475  NGVD 29 (??/??/92)  345.382  (m)         1133.14   (f) ADJ UNCH    2 0
 JE1475
 JE1475.Superseded values are not recommended for survey control.
 JE1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1475.See file dsdata.txt to determine how the superseded data were derived.
 JE1475
 JE1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC505569(NAD 83)
 JE1475_MARKER: DR = REFERENCE MARK DISK
 JE1475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1475_SP_SET: BRIDGE
 JE1475_STAMPING: GUARD NO 3 1974
 JE1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1475
 JE1475  HISTORY     - Date     Condition        Report By
 JE1475  HISTORY     - 1974     MONUMENTED       NGS
 JE1475
 JE1475                          STATION DESCRIPTION
 JE1475
 JE1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1475'IN LEBO.
 JE1475'AT LEBO, AT THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND STATE HIGHWAY
 JE1475'131 (EXIT NO 148), SET IN THE TOP OF THE SOUTH END OF EAST BANISTER OF
 JE1475'A BRIDGE OVER I-35.  THE MARK IS 21.5 FEET EAST OF THE CENTERLINE OF
 JE1475'STATE HIGHWAY 131, 3.5 FEET NORTHWEST OF A METAL WITNESS SIGN, 0.5
 JE1475'FOOT NORTH OF THE SOUTH END OF BANISTER AND IS ABOUT 3 FEET ABOVE THE
 JE1475'LEVEL OF STATE HIGHWAY 131.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0150 ***********************************************************************
 KF0150  CBN         -  This is a Cooperative Base Network Control Station.
 KF0150  DESIGNATION -  GUIDE
 KF0150  PID         -  KF0150
 KF0150  STATE/COUNTY-  KS/RILEY
 KF0150  USGS QUAD   -  WAMEGO SW (1978)
 KF0150
 KF0150                         *CURRENT SURVEY CONTROL
 KF0150  ___________________________________________________________________
 KF0150* NAD 83(1997)-  39 03 52.10044(N)    096 25 57.33997(W)     ADJUSTED  
 KF0150* NAVD 88     -       445.538  (meters)    1461.74   (feet)  ADJUSTED  
 KF0150  ___________________________________________________________________
 KF0150  X           -    -555,593.795 (meters)                     COMP
 KF0150  Y           -  -4,927,921.356 (meters)                     COMP
 KF0150  Z           -   3,998,138.667 (meters)                     COMP
 KF0150  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 KF0150  ELLIP HEIGHT-         415.40  (meters)          (08/16/04) GPS OBS
 KF0150  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 KF0150  DYNAMIC HT  -         445.237 (meters)    1460.75  (feet)  COMP
 KF0150  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 KF0150
 KF0150  HORZ ORDER  -  B
 KF0150  VERT ORDER  -  SECOND    CLASS 0
 KF0150  ELLP ORDER  -  FOURTH    CLASS II
 KF0150
 KF0150.The horizontal coordinates were established by GPS observations
 KF0150.and adjusted by the National Geodetic Survey in December 1997..
 KF0150
 KF0150.The orthometric height was determined by differential leveling
 KF0150.and adjusted by the National Geodetic Survey in June 1991..
 KF0150
 KF0150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0150
 KF0150.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0150
 KF0150.The ellipsoidal height was determined by GPS observations
 KF0150.and is referenced to NAD 83.
 KF0150
 KF0150.The geoid height was determined by GEOID03.
 KF0150
 KF0150.The dynamic height is computed by dividing the NAVD 88
 KF0150.geopotential number by the normal gravity value computed on the
 KF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0150.degrees latitude (g = 980.6199 gals.).
 KF0150
 KF0150.The modeled gravity was interpolated from observed gravity values.
 KF0150
 KF0150;                    North         East     Units Scale Factor Converg.
 KF0150;SPC KS N     -    82,338.278   535,643.486   MT  0.99996211   +0 59 30.2
 KF0150;UTM  14      - 4,327,068.695   722,129.707   MT  1.00020760   +1 37 07.1
 KF0150
 KF0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0150!SPC KS N     -   0.99993483  x   0.99996211  =   0.99989694
 KF0150!UTM  14      -   0.99993483  x   1.00020760  =   1.00014242
 KF0150
 KF0150|---------------------------------------------------------------------|
 KF0150| PID    Reference Object                     Distance      Geod. Az  |
 KF0150|                                                           dddmmss.s |
 KF0150| KF0149 GUIDE RM 2                            9.600 METERS 08700     |
 KF0150| KF0147 G 343                                              2694654.5 |
 KF0150| KF0148 GUIDE RM 1                           14.624 METERS 35942     |
 KF0150|---------------------------------------------------------------------|
 KF0150
 KF0150                          SUPERSEDED SURVEY CONTROL
 KF0150
 KF0150  ELLIP H (12/22/97)  415.41   (m)                       GP(       ) 4 1
 KF0150  NAD 83(1986)-  39 03 52.10617(N)    096 25 57.33707(W) AD(       ) 2
 KF0150  NAD 27      -  39 03 52.11528(N)    096 25 56.33884(W) AD(       ) 2
 KF0150  NAVD 88 (12/22/97)  445.54   (m)         1461.7    (f) LEVELING    3  
 KF0150  NGVD 29 (??/??/92)  445.400  (m)         1461.28   (f) ADJ UNCH    2 0
 KF0150
 KF0150.Superseded values are not recommended for survey control.
 KF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0150.See file dsdata.txt to determine how the superseded data were derived.
 KF0150
 KF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ2213027069(NAD 83)
 KF0150_MARKER: DE = TRAVERSE STATION DISK
 KF0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0150_STAMPING: GUIDE 1970
 KF0150_MARK LOGO: CGS   
 KF0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0150+STABILITY: SURFACE MOTION
 KF0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0150+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1997
 KF0150
 KF0150  HISTORY     - Date     Condition        Report By
 KF0150  HISTORY     - 1970     MONUMENTED       NGS
 KF0150  HISTORY     - 1970     GOOD             NGS
 KF0150  HISTORY     - 19970306 GOOD             NGS
 KF0150
 KF0150                          STATION DESCRIPTION
 KF0150
 KF0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0150'THE STATION IS LOCATED ABOUT 21 MILES EAST-NORTHEAST OF JUNCTION
 KF0150'CITY, 10-1/2 MILES SOUTHEAST OF MANHATTAN, ON THE SOUTH
 KF0150'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70, IN THE SE 1/4 SECTION 29,
 KF0150'T11S, R9E.
 KF0150'
 KF0150'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY
 KF0150'70 AND STATE HIGHWAY 177, WHICH IS ABOUT 8 MILES SOUTH-SOUTHEAST
 KF0150'OF MANHATTAN.  GO EAST ON INTERSTATE 70 FOR 5.15 MILES TO BM G
 KF0150'343 (AZIMUTH MARK) ON THE LEFT, CONTINUE EAST ON THE INTERSTATE
 KF0150'FOR 0.6 MILE TO A SMALL HILL AND THE STATION ON THE RIGHT.
 KF0150'
 KF0150'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED GUIDE 1970.  THE
 KF0150'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KF0150'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KF0150'10.5 FEET SOUTH OF THE CUT BANK, 3.6 FEET NORTH OF A BARBED WIRE
 KF0150'FENCE AND 3.6 FEET NORTH OF A METAL WITNESS POST.  THE
 KF0150'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE WHICH
 KF0150'IS 34 INCHES BELOW THE GROUND SURFACE.
 KF0150'
 KF0150'REFERENCE MARK 1, A STANDARD DISK STAMPED GUIDE NO 1 1970, IS
 KF0150'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE
 KF0150'TERRAIN.  IT IS 2 FEET SOUTH OF THE EDGE OF THE OUTCROP AND ABOUT
 KF0150'17 FEET LOWER THAN THE STATION.
 KF0150'
 KF0150'REFERENCE MARK 2, A STANDARD DISK STAMPED GUIDE NO 2 1970, IS
 KF0150'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KF0150'PROJECTS 1 INCH ABOVE THE SURFACE OF THE TERRAIN.  IT IS 31.6
 KF0150'FEET EAST OF A METAL WITNESS POST, 13 FEET SOUTH OF THE EDGE
 KF0150'OF THE CUT BANK AND 2.8 FEET NORTH OF A BARBED WIRE FENCE.
 KF0150'
 KF0150'BM G 343 (AZIMUTH MARK), IS A STANDARD BENCH MARK DISK STAMPED G
 KF0150'343 1970, CEMENTED IN A DRILL HOLE IN A LARGE OUTCROP WHICH IS
 KF0150'FLUSH WITH THE SURFACE OF THE TERRAIN AND ON THE NORTH
 KF0150'RIGHT-OF-WAY OF INTERSTATE 70.  IT IS 93.7 FEET SOUTH OF A
 KF0150'BARBED WIRE FENCE, 55 FEET NORTH OF THE CENTER LINE OF THE
 KF0150'WESTBOUND LANES OF INTERSTATE 70, 9 FEET WEST OF EAST EXTREME OF
 KF0150'EXPOSED ROCK LEDGE, 1.7 FEET NORTH-NORTHEAST OF A METAL WITNESS
 KF0150'POST AND 1 FOOT NORTH OF A SILVER TRIANGLE PAINTED ON THE
 KF0150'VERTICAL PORTION OF THE ROCK LEDGE.
 KF0150'
 KF0150'NO MEASUREMENT BETWEEN R.M.S. DUE TO CREST OF CUT-BANK ON LINE.
 KF0150'
 KF0150'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 KF0150
 KF0150                          STATION RECOVERY (1970)
 KF0150
 KF0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0150'7.7 MI W FROM ALMA.
 KF0150'ABOUT 7.7 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0150'OVERPASS FOR STATE HIGHWAY 99 AT ALMA, NEAR THE TOP OF A HILL,
 KF0150'ON THE TOP OF A 30-FOOT HIGH CUT ON THE SOUTH SIDE OF THE
 KF0150'HIGHWAY, 110 1/2 FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER
 KF0150'LINE OF THE SOUTH LANES OF THE HIGHWAY, 3.8 FEET NORTH OF A
 KF0150'WOODEN FENCE POST, 3.8 FEET NORTH OF A METAL WITNESS POST,
 KF0150'ABOUT 30 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 KF0150'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.  SECTION 29,
 KF0150'T 11S, R 9E
 KF0150
 KF0150                          STATION RECOVERY (1997)
 KF0150
 KF0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KF0150'THE STATION IS LOCATED ABOUT 33.8 KM (21.00 MI) EAST-NORTHEAST OF
 KF0150'JUNCTION CITY, 16.9 KM (10.50 MI) SOUTHEAST OF MANHATTAN, ON A LOW CUT
 KF0150'BANK ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70, AND IN THE
 KF0150'SOUTHEAST PORTION OF SECTION 29, T 11 S, R 9 E. OWNERSHIP--KANSAS
 KF0150'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 KF0150'INTERCHANGE OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 177 (EXIT 313),
 KF0150'GO EAST ON INTERSTATE HIGHWAY 70 FOR 9.25 KM (5.75 MI) TO THE TOP OF
 KF0150'SMALL HILL AND STATION ON THE RIGHT.  ALSO, STATION IS 0.24 KM (0.15
 KF0150'MI) WEST FROM HIGHWAY MILE MARKER 320.  THE STATION IS A STANDARD NGS
 KF0150'DISK SET IN THE TOP OF A 30 CM ROUND CONCRETE MONUMENT FLUSH WITH
 KF0150'GROUND.  LOCATED 3.2 M (10.5 FT) SOUTH FROM THE EDGE OF THE CUT BANK
 KF0150'AND 1.10 M (3.61 FT) NORTH FROM A METAL WITNESS POST IN THE EAST-WEST
 KF0150'RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0148 ***********************************************************************
 KF0148  DESIGNATION -  GUIDE RM 1
 KF0148  PID         -  KF0148
 KF0148  STATE/COUNTY-  KS/RILEY
 KF0148  USGS QUAD   -  WAMEGO SW (1978)
 KF0148
 KF0148                         *CURRENT SURVEY CONTROL
 KF0148  ___________________________________________________________________
 KF0148* NAD 83(1986)-  39 03 52.     (N)    096 25 57.     (W)     SCALED    
 KF0148* NAVD 88     -       440.629  (meters)    1445.63   (feet)  ADJUSTED  
 KF0148  ___________________________________________________________________
 KF0148  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 KF0148  DYNAMIC HT  -         440.332 (meters)    1444.66  (feet)  COMP
 KF0148  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 KF0148
 KF0148  VERT ORDER  -  SECOND    CLASS 0
 KF0148
 KF0148.The horizontal coordinates were scaled from a topographic map and have
 KF0148.an estimated accuracy of +/- 6 seconds.
 KF0148
 KF0148.The orthometric height was determined by differential leveling
 KF0148.and adjusted by the National Geodetic Survey in June 1991..
 KF0148
 KF0148.The geoid height was determined by GEOID03.
 KF0148
 KF0148.The dynamic height is computed by dividing the NAVD 88
 KF0148.geopotential number by the normal gravity value computed on the
 KF0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0148.degrees latitude (g = 980.6199 gals.).
 KF0148
 KF0148.The modeled gravity was interpolated from observed gravity values.
 KF0148
 KF0148;                    North         East    Units  Estimated Accuracy
 KF0148;SPC KS N     -    82,340.      535,650.      MT  (+/- 180 meters Scaled)
 KF0148
 KF0148                          SUPERSEDED SURVEY CONTROL
 KF0148
 KF0148  NGVD 29 (??/??/92)  440.491  (m)         1445.18   (f) ADJ UNCH    2 0
 KF0148
 KF0148.Superseded values are not recommended for survey control.
 KF0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0148.See file dsdata.txt to determine how the superseded data were derived.
 KF0148
 KF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ221270(NAD 83)
 KF0148_MARKER: DR = REFERENCE MARK DISK
 KF0148_SETTING: 66 = SET IN ROCK OUTCROP
 KF0148_SP_SET: ROCK CUT
 KF0148_STAMPING: GUIDE NO 1 1970
 KF0148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0148+STABILITY: POSITION/ELEVATION WELL
 KF0148
 KF0148  HISTORY     - Date     Condition        Report By
 KF0148  HISTORY     - 1970     MONUMENTED       NGS
 KF0148
 KF0148                          STATION DESCRIPTION
 KF0148
 KF0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0148'7.7 MI W FROM ALMA.
 KF0148'ABOUT 7.7 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0148'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, NEAR THE TOP OF
 KF0148'A HILL, 59 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES
 KF0148'OF THE HIGHWAY, SET IN THE TOP AND 2.2 FEET SOUTH OF THE HIGHEST
 KF0148'POINT OF THE ROCK PORTION OF A 30-FOOT HIGH CUT FOR THE HIGHWAY,
 KF0148'51.30 FEET NORTH OF THE STATION MARK, AND ABOUT 15 FEET ABOVE
 KF0148'THE LEVEL OF THE HIGHWAY.  SECTION 29, T 11S, R 9E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0149 ***********************************************************************
 KF0149  DESIGNATION -  GUIDE RM 2
 KF0149  PID         -  KF0149
 KF0149  STATE/COUNTY-  KS/RILEY
 KF0149  USGS QUAD   -  WAMEGO SW (1978)
 KF0149
 KF0149                         *CURRENT SURVEY CONTROL
 KF0149  ___________________________________________________________________
 KF0149* NAD 83(1986)-  39 03 52.     (N)    096 25 57.     (W)     SCALED    
 KF0149* NAVD 88     -       445.668  (meters)    1462.16   (feet)  ADJUSTED  
 KF0149  ___________________________________________________________________
 KF0149  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 KF0149  DYNAMIC HT  -         445.368 (meters)    1461.18  (feet)  COMP
 KF0149  MODELED GRAV-     979,939.2   (mgal)                       NAVD 88
 KF0149
 KF0149  VERT ORDER  -  SECOND    CLASS 0
 KF0149
 KF0149.The horizontal coordinates were scaled from a topographic map and have
 KF0149.an estimated accuracy of +/- 6 seconds.
 KF0149
 KF0149.The orthometric height was determined by differential leveling
 KF0149.and adjusted by the National Geodetic Survey in June 1991..
 KF0149
 KF0149.The geoid height was determined by GEOID03.
 KF0149
 KF0149.The dynamic height is computed by dividing the NAVD 88
 KF0149.geopotential number by the normal gravity value computed on the
 KF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0149.degrees latitude (g = 980.6199 gals.).
 KF0149
 KF0149.The modeled gravity was interpolated from observed gravity values.
 KF0149
 KF0149;                    North         East    Units  Estimated Accuracy
 KF0149;SPC KS N     -    82,340.      535,650.      MT  (+/- 180 meters Scaled)
 KF0149
 KF0149                          SUPERSEDED SURVEY CONTROL
 KF0149
 KF0149  NGVD 29 (??/??/92)  445.531  (m)         1461.71   (f) ADJ UNCH    2 0
 KF0149
 KF0149.Superseded values are not recommended for survey control.
 KF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0149.See file dsdata.txt to determine how the superseded data were derived.
 KF0149
 KF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ221270(NAD 83)
 KF0149_MARKER: DR = REFERENCE MARK DISK
 KF0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0149_STAMPING: GUIDE NO 2 1970
 KF0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0149+STABILITY: SURFACE MOTION
 KF0149
 KF0149  HISTORY     - Date     Condition        Report By
 KF0149  HISTORY     - 1970     MONUMENTED       NGS
 KF0149
 KF0149                          STATION DESCRIPTION
 KF0149
 KF0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0149'7.7 MI W FROM ALMA.
 KF0149'ABOUT 7.7 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0149'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, NEAR THE TOP
 KF0149'OF A HILL, ON THE TOP OF A 30-FOOT HIGH CUT ON THE SOUTH SIDE
 KF0149'OF THE HIGHWAY, 111 1/2 FEET (SLOPE MEASUREMENT) SOUTH OF THE
 KF0149'SOUTH LANES OF THE HIGHWAY, 2.8 FEET NORTH OF A FENCE, 31.50
 KF0149'FEET EAST OF THE STATION MARK, ABOUT 30 FEET ABOVE THE LEVEL
 KF0149'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 KF0149'PROJECTS 0.1 FOOT, AND ABOUT LEVEL WITH THE STATION MARK.
 KF0149'SECTION 29, T 11S, R 9E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1003 ***********************************************************************
 KF1003  DESIGNATION -  GUITTARD
 KF1003  PID         -  KF1003
 KF1003  STATE/COUNTY-  KS/MARSHALL
 KF1003  USGS QUAD   -  AXTELL NW (1966)
 KF1003
 KF1003                         *CURRENT SURVEY CONTROL
 KF1003  ___________________________________________________________________
 KF1003* NAD 83(1997)-  39 57 27.82943(N)    096 27 49.58736(W)     ADJUSTED  
 KF1003* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 KF1003  ___________________________________________________________________
 KF1003  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 KF1003  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 KF1003
 KF1003  HORZ ORDER  -  THIRD
 KF1003
 KF1003.The horizontal coordinates were established by classical geodetic methods
 KF1003.and adjusted by the National Geodetic Survey in October 1998..
 KF1003
 KF1003.The orthometric height was scaled from a topographic map.
 KF1003
 KF1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1003
 KF1003.The geoid height was determined by GEOID03.
 KF1003
 KF1003;                    North         East     Units Scale Factor Converg.
 KF1003;SPC KS N     -   181,449.719   531,263.122   MT  1.00003295   +0 58 19.2
 KF1003;SPC NE       -    19,991.328   802,079.679   MT  1.00001936   +2 20 36.4
 KF1003;UTM  14      - 4,426,146.141   716,637.431   MT  1.00017780   +1 37 46.0
 KF1003
 KF1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1003!SPC KS N     -   0.99993647  x   1.00003295  =   0.99996941
 KF1003!SPC NE       -   0.99993647  x   1.00001936  =   0.99995582
 KF1003!UTM  14      -   0.99993647  x   1.00017780  =   1.00011425
 KF1003
 KF1003|---------------------------------------------------------------------|
 KF1003| PID    Reference Object                     Distance      Geod. Az  |
 KF1003|                                                           dddmmss.s |
 KF1003| CL6595 GUITTARD RM 3                        24.733 METERS 02910     |
 KF1003| KF0993 SUMMERFIELD MUNICIPAL TANK          APPROX.10.9 KM 0651103.9 |
 KF1003| CL6593 GUITTARD RM 1                        11.759 METERS 09144     |
 KF1003| CL6596 GUITTARD RM 4                        46.116 METERS 14624     |
 KF1003| CL6592 GUITTARD AZ MK RESET                               2642925.3 |
 KF1003| CL6591 GUITTARD AZ MK                                     2654053.1 |
 KF1003| CL6594 GUITTARD RM 2                         5.669 METERS 35918     |
 KF1003|---------------------------------------------------------------------|
 KF1003
 KF1003                          SUPERSEDED SURVEY CONTROL
 KF1003
 KF1003  NAD 83(1997)-  39 57 27.82945(N)    096 27 49.58733(W) AD(       ) 3
 KF1003  NAD 83(1986)-  39 57 27.83665(N)    096 27 49.58311(W) AD(       ) 3
 KF1003  NAD 27      -  39 57 27.83100(N)    096 27 48.51800(W) AD(       ) 3
 KF1003
 KF1003.Superseded values are not recommended for survey control.
 KF1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1003.See file dsdata.txt to determine how the superseded data were derived.
 KF1003
 KF1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK1663726146(NAD 83)
 KF1003_MARKER: DS = TRIANGULATION STATION DISK
 KF1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1003
 KF1003  HISTORY     - Date     Condition        Report By
 KF1003  HISTORY     - 1947     MONUMENTED       CGS
 KF1003  HISTORY     - 1959     GOOD             RBNF
 KF1003  HISTORY     - 1965     GOOD             CGS
 KF1003
 KF1003                          STATION DESCRIPTION
 KF1003
 KF1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1003'THE STATION IS ABOUT 7 MILES SOUTHWEST OF SUMMERFIELD AND 6
 KF1003'MILES NORTH-NORTHWEST OF BEATTIE, 98 FEET NORTH-NORTHEAST OF THE
 KF1003'INTERSECTION OF NORTH-SOUTH AND EAST-WEST DIRT ROADS, 20.5 FEET
 KF1003'WEST OF THE CENTER OF A DIRT ROAD, 20.5 FEET SOUTH OF A TELEPHONE
 KF1003'POLE AND 3 FEET EAST OF A NORTH-SOUTH FENCE.  IT IS STAMPED
 KF1003'GUITTARD 1947 AND IS SET FLUSH.
 KF1003'
 KF1003'RM NO. 1 IS 19 FEET EAST OF THE CENTER OF A DIRT ROAD, 2.6 FEET
 KF1003'NORTH OF A 4 X 4 INCH WITNESS POST AND 1 FOOT WEST OF A
 KF1003'NORTH-SOUTH FENCE.  IT IS STAMPED GUITTARD NO 1 1947 AND PROJECTS
 KF1003'12 INCHES.
 KF1003'
 KF1003'RM NO. 2 IS 21.5 FEET WEST OF THE CENTER OF A DIRT ROAD, 1.5
 KF1003'FEET SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT EAST OF A
 KF1003'NORTH-SOUTH FENCE.  IT IS STAMPED GUITTARD NO 2 1947 AND PROJECTS
 KF1003'8 INCHES.
 KF1003'
 KF1003'AZIMUTH MARK IS 70.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF A
 KF1003'FARM ENTRANCE, 31.5 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 2.5
 KF1003'FEET EAST OF A 4 X 4 INCH WITNESS POST AND 1 FOOT NORTH OF AN
 KF1003'EAST-WEST FENCE.  IT IS STAMPED GUITTARD 1947 AND PROJECTS 5
 KF1003'INCHES.
 KF1003'
 KF1003'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 36
 KF1003'AND STATE HIGHWAY 99, WHICH IS 1.5 MILES SOUTH OF BEATTIE, GO
 KF1003'NORTH ON STATE HIGHWAY 99 FOR 1.5 MILES TO WHERE STATE HIGHWAY 99
 KF1003'TURNS RIGHT, TURN LEFT, WEST, AND GO 0.5 MILE, TURN RIGHT, NORTH,
 KF1003'AND GO 5.35 MILES TO A CROSSROAD, TURN LEFT, WEST, AND GO 2 MILES
 KF1003'TO A CROSSROAD AND STATION AS DESCRIBED.
 KF1003'
 KF1003'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON DIRT
 KF1003'ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 KF1003
 KF1003                          STATION RECOVERY (1959)
 KF1003
 KF1003'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1959
 KF1003'RECOVERED BY MAGNOLIA PET CO.
 KF1003'
 KF1003'THE TO REACH THE STATION DESCRIPTION IS IN ERROR, WHERE IT SAYS
 KF1003'GO 5.35 MILES TO A CROSSROAD IT SHOULD BE 6.35 MILES.  THIS ALSO
 KF1003'MAKES APPROXIMATE LOCATION 6-1/2 MILES SW OF SUMMERFIELD AND
 KF1003'7 MILES NNW OF BEATTIE.
 KF1003
 KF1003                          STATION RECOVERY (1965)
 KF1003
 KF1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KF1003'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KF1003'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 HAVE BEEN
 KF1003'DESTROYED BY ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS
 KF1003'RECOVERED AND WAS IN POOR CONDITION, THE MARK WAS DESTROYED.
 KF1003'
 KF1003'R.M. NO. 3, R.M. NO. 4, AND AZIMUTH MARK WAS SET BY THIS
 KF1003'PARTY.
 KF1003'
 KF1003'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KF1003'
 KF1003'THE STATION IS ABOUT 7 MILES SOUTHWEST OF SUMMERFIELD, 6 MILES
 KF1003'NORTH-NORTHWEST OF BEATTIE, AND IN THE NORTHWEST ANGLE OF A
 KF1003'CROSSROAD.
 KF1003'
 KF1003'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 36
 KF1003'AND STATE HIGHWAY 99, WHICH IS 1.5 MILES SOUTH OF BEATTIE, GO
 KF1003'NORTH ON STATE HIGHWAY 99 FOR 1.5 MILES TO WHERE STATE HIGHWAY
 KF1003'99 TURNS RIGHT.  TURN LEFT, WEST, AND GO 0.5 MILE, TURN RIGHT,
 KF1003'NORTH, AND GO 5.35 MILES TO A CROSSROAD.  TURN LEFT, WEST, AND
 KF1003'GO 2.0 MILES TO A CROSSROAD AND THE STATION.
 KF1003'
 KF1003'THE STATION MARK, A STANDARD DISK STAMPED GUITTARD 1947, IS SET
 KF1003'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KF1003'SURFACE OF THE GROUND.  IT IS 94 FEET NORTH OF THE CENTER OF AN
 KF1003'EAST-WEST ROAD, 20 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD,
 KF1003'18.5 FEET SOUTH OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A METAL
 KF1003'WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED.
 KF1003'
 KF1003'R.M. NO. 3, A STANDARD DISK STAMPED GUITTARD NO. 3 1947, IS SET
 KF1003'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 KF1003'IT IS 19 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 9 FEET
 KF1003'WEST OF A POWERLINE POLE, AND 1 FOOT NORTH OF A METAL WITNESS
 KF1003'POST.
 KF1003'
 KF1003'R.M. NO. 4, A STANDARD DISK STAMPED GUITTARD NO. 4 1947, IS SET IN
 KF1003'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 KF1003'62 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 34 FEET SOUTH
 KF1003'OF THE EAST-WEST ROAD, 2.5 FEET EAST OF A POWERLINE POLE WITH
 KF1003'A TRANSFORMER, 1 FOOT WEST OF A CORNER FENCE POST, AND IN THE
 KF1003'SOUTHEAST ANGLE OF THE CROSSROAD.
 KF1003'
 KF1003'AZIMUTH MARK, A STANDARD DISK STAMPED GUITTARD 1947 RESET 1965,
 KF1003'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 KF1003'INCHES.  IT IS 30 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KF1003'GRAVELED ROAD, 1.5 FEET NORTH OF A CORNER FENCE POST, AND 1
 KF1003'FOOT WEST OF A METAL WITNESS POST.
 KF1003'
 KF1003'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 KF1003'GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1289 ***********************************************************************
 HF1289  DESIGNATION -  GUY
 HF1289  PID         -  HF1289
 HF1289  STATE/COUNTY-  KS/SUMNER
 HF1289  USGS QUAD   -  OXFORD (1965)
 HF1289
 HF1289                         *CURRENT SURVEY CONTROL
 HF1289  ___________________________________________________________________
 HF1289* NAD 83(1997)-  37 18 15.21855(N)    097 14 26.73266(W)     ADJUSTED  
 HF1289* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 HF1289  ___________________________________________________________________
 HF1289  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 HF1289  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 HF1289
 HF1289  HORZ ORDER  -  SECOND
 HF1289
 HF1289.The horizontal coordinates were established by classical geodetic methods
 HF1289.and adjusted by the National Geodetic Survey in October 1998..
 HF1289
 HF1289.The orthometric height was scaled from a topographic map.
 HF1289
 HF1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1289
 HF1289.The geoid height was determined by GEOID03.
 HF1289
 HF1289;                    North         East     Units Scale Factor Converg.
 HF1289;SPC KS S     -   471,513.807   511,634.799   MT  0.99999283   +0 46 25.8
 HF1289;UTM  14      - 4,130,073.058   655,911.066   MT  0.99989944   +1 03 59.0
 HF1289
 HF1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1289!SPC KS S     -   0.99994518  x   0.99999283  =   0.99993801
 HF1289!UTM  14      -   0.99994518  x   0.99989944  =   0.99984463
 HF1289
 HF1289:                Primary Azimuth Mark                     Grid Az
 HF1289:SPC KS S     -  UDALL MUNICIPAL TANK                     047 41 06.0
 HF1289:UTM  14      -  UDALL MUNICIPAL TANK                     047 23 32.8
 HF1289
 HF1289|---------------------------------------------------------------------|
 HF1289| PID    Reference Object                     Distance      Geod. Az  |
 HF1289|                                                           dddmmss.s |
 HF1289| HF1283 UDALL MUNICIPAL TANK                APPROX.14.4 KM 0482731.8 |
 HF1289| CL5308 GUY RM 1                             21.685 METERS 09330     |
 HF1289| HF0624 BLACK                               APPROX. 2.1 KM 1800247.3 |
 HF1289| CL5309 GUY RM 2                             37.469 METERS 18514     |
 HF1289| HF1296 GUY A STATION                       149.990 METERS 27003     |
 HF1289|---------------------------------------------------------------------|
 HF1289
 HF1289                          SUPERSEDED SURVEY CONTROL
 HF1289
 HF1289  NAD 83(1997)-  37 18 15.22180(N)    097 14 26.72759(W) AD(       ) 2
 HF1289  NAD 83(1986)-  37 18 15.22937(N)    097 14 26.72445(W) AD(       ) 2
 HF1289  NAD 27      -  37 18 15.14840(N)    097 14 25.57092(W) AD(       ) 2
 HF1289
 HF1289.Superseded values are not recommended for survey control.
 HF1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1289.See file dsdata.txt to determine how the superseded data were derived.
 HF1289
 HF1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5591130073(NAD 83)
 HF1289_MARKER: DS = TRIANGULATION STATION DISK
 HF1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1289
 HF1289  HISTORY     - Date     Condition        Report By
 HF1289  HISTORY     - 1962     MONUMENTED       CGS
 HF1289
 HF1289                          STATION DESCRIPTION
 HF1289
 HF1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1289'THE STATION IS ABOUT 9-1/2 MILES NORTHEAST OF WELLINGTON,
 HF1289'4-1/2 MILES NORTHWEST OF OXFORD, 2 MILES NORTH OF U.S. HIGHWAY
 HF1289'160, IN THE SOUTHEAST ANGLE OF A CROSSROAD, AND IS ON THE ROAD
 HF1289'RIGHT-OF-WAY.
 HF1289'
 HF1289'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HF1289'U.S. HIGHWAY 160 IN OXFORD, GO WEST ON HIGHWAY 160 FOR 4.0 MILES
 HF1289'TO A CROSSROAD.  TURN RIGHT, NORTH, ON A BLACKTOP ROAD FOR
 HF1289'1.0 MILE TO A CROSSROAD.  CONTINUE AHEAD, NORTH, ON A ROCK ROAD
 HF1289'FOR 1.0 MILE TO A CROSSROAD AND THE STATION IN THE SOUTHEAST
 HF1289'ANGLE OF THE CROSSROAD.
 HF1289'
 HF1289'STATION MARKS ARE STANDARD DISKS STAMPED GUY 1962.  THE SURFACE
 HF1289'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HF1289'IT IS 58.5 FEET SOUTHEAST OF THE CENTER OF THE CROSSROAD, 48
 HF1289'FEET EAST OF THE CENTER OF THE ROCK ROAD, 28 FEET SOUTH OF THE
 HF1289'CENTER OF A GRAVELED ROAD, 13.5 FEET EAST OF A POWER POLE AND
 HF1289'4 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 HF1289'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 HF1289'SURFACE OF THE GROUND.
 HF1289'
 HF1289'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GUY NO 1 1962,
 HF1289'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HF1289'IT IS 85 FEET EAST OF THE POWER POLE, 29 FEET SOUTH OF THE
 HF1289'CENTER OF THE GRAVELED ROAD, 2 FEET WEST OF A METAL WITNESS
 HF1289'POST AND AT THE NORTH EDGE OF A CULIVATED FIELD.
 HF1289'
 HF1289'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GUY NO 2 1962, IS
 HF1289'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HF1289'123 FEET SOUTH OF THE POWER POLE, 32 FEET EAST OF THE CENTER
 HF1289'OF THE ROCK ROAD, 2.5 FEET NORTH OF A METAL WITNESS POST AND
 HF1289'AT THE WEST EDGE OF A CULTIVATED FIELD.
 HF1289'
 HF1289'NOTE- REFERENCE MARK NO. 1 WAS MEASURED WITH A 30 METER TAPE.
 HF1289'
 HF1289'REFERENCE MARK NO. 2 WAS MEASURED WITH A 300 FOOT TAPE.
 HF1289'
 HF1289'TRIANGULATION STATION BLACK WAS USED AS THE AZIMUTH MARK, FOR
 HF1289'INFORMATION ON THE MARK, SEE THE DESCRIPTION FOR STATION BLACK.
 HF1289'
 HF1289'R.M. NO. 1 TO R.M. NO. 2 IS 143.81 FT., 43.833 M..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0715 ***********************************************************************
 JH0715  DESIGNATION -  GUY
 JH0715  PID         -  JH0715
 JH0715  STATE/COUNTY-  KS/FINNEY
 JH0715  USGS QUAD   -  SOUTH OF EMINENCE (1974)
 JH0715
 JH0715                         *CURRENT SURVEY CONTROL
 JH0715  ___________________________________________________________________
 JH0715* NAD 83(1997)-  38 02 39.48593(N)    100 33 17.21440(W)     ADJUSTED  
 JH0715* NAVD 88     -       851.     (meters)    2792.     (feet)  SCALED    
 JH0715  ___________________________________________________________________
 JH0715  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JH0715  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 JH0715
 JH0715  HORZ ORDER  -  SECOND
 JH0715
 JH0715.The horizontal coordinates were established by classical geodetic methods
 JH0715.and adjusted by the National Geodetic Survey in October 1998..
 JH0715
 JH0715.The orthometric height was scaled from a topographic map.
 JH0715
 JH0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0715
 JH0715.The geoid height was determined by GEOID03.
 JH0715
 JH0715;                    North         East     Units Scale Factor Converg.
 JH0715;SPC KS S     -   554,884.377   219,657.803   MT  0.99993835   -1 15 45.8
 JH0715;UTM  14      - 4,211,871.306   363,572.407   MT  0.99982924   -0 57 29.9
 JH0715
 JH0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0715!SPC KS S     -   0.99987044  x   0.99993835  =   0.99980880
 JH0715!UTM  14      -   0.99987044  x   0.99982924  =   0.99969970
 JH0715
 JH0715:                Primary Azimuth Mark                     Grid Az
 JH0715:SPC KS S     -  HILL                                     037 04 08.0
 JH0715:UTM  14      -  HILL                                     036 45 52.1
 JH0715
 JH0715|---------------------------------------------------------------------|
 JH0715| PID    Reference Object                     Distance      Geod. Az  |
 JH0715|                                                           dddmmss.s |
 JH0715| JH0693 HILL                                APPROX.10.8 KM 0354822.2 |
 JH0715| CK9782 GUY RM 1                             23.400 METERS 09227     |
 JH0715| CK9783 GUY RM 2                             17.368 METERS 17818     |
 JH0715|---------------------------------------------------------------------|
 JH0715
 JH0715                          SUPERSEDED SURVEY CONTROL
 JH0715
 JH0715  NAD 83(1997)-  38 02 39.49074(N)    100 33 17.21276(W) AD(       ) 2
 JH0715  NAD 83(1986)-  38 02 39.48992(N)    100 33 17.21346(W) AD(       ) 2
 JH0715  NAD 27      -  38 02 39.41505(N)    100 33 15.67496(W) AD(       ) 2
 JH0715
 JH0715.Superseded values are not recommended for survey control.
 JH0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0715.See file dsdata.txt to determine how the superseded data were derived.
 JH0715
 JH0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH6357211871(NAD 83)
 JH0715_MARKER: DS = TRIANGULATION STATION DISK
 JH0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0715
 JH0715  HISTORY     - Date     Condition        Report By
 JH0715  HISTORY     - 1963     MONUMENTED       CGS
 JH0715
 JH0715                          STATION DESCRIPTION
 JH0715
 JH0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0715'THE STATION IS 12-1/2 MILES NORTH OF CHARLESTON, 14-3/4 MILES WEST
 JH0715'OF KALVESTA, IN THE NORTHEAST CORNER OF SECTION 24, T 23 S, R 30 W,
 JH0715'AND ON ROAD RIGHT-OF-WAY.
 JH0715'
 JH0715'TO REACH THE STATION FROM THE CO-OP GRAIN ELEVATOR IN CHARLESTON, GO
 JH0715'EAST ON U.S. HIGHWAY 50 FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT.
 JH0715'TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 10.4 MILES TO A
 JH0715'CROSSROAD.  CONTINUE NORTH ON THE GRAVEL ROAD FOR 1.8 MILES TO A
 JH0715'FARM DRIVEWAY ON THE RIGHT AND THE STATION ON THE LEFT.
 JH0715'
 JH0715'STATION MARKS ARE STANDARD DISKS STAMPED GUY 1963.  THE SURFACE DISK
 JH0715'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JH0715'GROUND.  IT IS 40 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 4
 JH0715'FEET NORTHEAST OF A METAL WITNESS POST, AND 3 FEET EAST OF A POWER
 JH0715'LINE GUY POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 JH0715'OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 JH0715'
 JH0715'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GUY NO 1 1963, IS SET
 JH0715'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 37 FEET
 JH0715'EAST OF THE CENTER OF THE GRAVEL ROAD, 2 FEET NORTHEAST OF A POWER
 JH0715'POLE, AND 1 FOOT WEST OF A FENCE.
 JH0715'
 JH0715'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GUY NO 2 1963, IS
 JH0715'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 39
 JH0715'FEET WEST OF THE CENTER OF THE GRAVEL ROAD, AND 1.5 FEET NORTH OF A
 JH0715'TELEPHONE POLE.
 JH0715'
 JH0715'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0715'STATION HILL WAS USED AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1234 ***********************************************************************
 JF1234  DESIGNATION -  H 1
 JF1234  PID         -  JF1234
 JF1234  STATE/COUNTY-  KS/SALINE
 JF1234  USGS QUAD   -  SALINA (1978)
 JF1234
 JF1234                         *CURRENT SURVEY CONTROL
 JF1234  ___________________________________________________________________
 JF1234* NAD 83(1986)-  38 50 49.     (N)    097 36 37.     (W)     SCALED    
 JF1234* NAVD 88     -       373.727  (meters)    1226.14   (feet)  ADJUSTED  
 JF1234  ___________________________________________________________________
 JF1234  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 JF1234  DYNAMIC HT  -         373.477 (meters)    1225.32  (feet)  COMP
 JF1234  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 JF1234
 JF1234  VERT ORDER  -  FIRST     CLASS II
 JF1234
 JF1234.The horizontal coordinates were scaled from a topographic map and have
 JF1234.an estimated accuracy of +/- 6 seconds.
 JF1234
 JF1234.The orthometric height was determined by differential leveling
 JF1234.and adjusted by the National Geodetic Survey in June 1991..
 JF1234
 JF1234.The geoid height was determined by GEOID03.
 JF1234
 JF1234.The dynamic height is computed by dividing the NAVD 88
 JF1234.geopotential number by the normal gravity value computed on the
 JF1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1234.degrees latitude (g = 980.6199 gals.).
 JF1234
 JF1234.The modeled gravity was interpolated from observed gravity values.
 JF1234
 JF1234;                    North         East    Units  Estimated Accuracy
 JF1234;SPC KS N     -    57,090.      433,830.      MT  (+/- 180 meters Scaled)
 JF1234
 JF1234                          SUPERSEDED SURVEY CONTROL
 JF1234
 JF1234  NGVD 29 (??/??/92)  373.639  (m)         1225.85   (f) ADJ UNCH    1 2
 JF1234
 JF1234.Superseded values are not recommended for survey control.
 JF1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1234.See file dsdata.txt to determine how the superseded data were derived.
 JF1234
 JF1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ206007(NAD 83)
 JF1234
 JF1234  HISTORY     - Date     Condition        Report By
 JF1234  HISTORY     - UNK      MONUMENTED
 JF1234  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF1234
 JF1234                          STATION DESCRIPTION
 JF1234
 JF1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1234'THE OLD SCHOOL BUILDING HAS BEEN REMOVED.  THE MARK SHOULD BE
 JF1234'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0442 ***********************************************************************
 HE0442  DESIGNATION -  H 10
 HE0442  PID         -  HE0442
 HE0442  STATE/COUNTY-  KS/LABETTE
 HE0442  USGS QUAD   -  CHETOPA (1974)
 HE0442
 HE0442                         *CURRENT SURVEY CONTROL
 HE0442  ___________________________________________________________________
 HE0442* NAD 83(1986)-  37 02 14.     (N)    095 06 07.     (W)     SCALED    
 HE0442* NAVD 88     -       252.595  (meters)     828.72   (feet)  ADJUSTED  
 HE0442  ___________________________________________________________________
 HE0442  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HE0442  DYNAMIC HT  -         252.392 (meters)     828.06  (feet)  COMP
 HE0442  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 HE0442
 HE0442  VERT ORDER  -  SECOND    CLASS 0
 HE0442
 HE0442.The horizontal coordinates were scaled from a topographic map and have
 HE0442.an estimated accuracy of +/- 6 seconds.
 HE0442
 HE0442.The orthometric height was determined by differential leveling
 HE0442.and adjusted by the National Geodetic Survey in June 1991..
 HE0442
 HE0442.The geoid height was determined by GEOID03.
 HE0442
 HE0442.The dynamic height is computed by dividing the NAVD 88
 HE0442.geopotential number by the normal gravity value computed on the
 HE0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0442.degrees latitude (g = 980.6199 gals.).
 HE0442
 HE0442.The modeled gravity was interpolated from observed gravity values.
 HE0442
 HE0442;                    North         East    Units  Estimated Accuracy
 HE0442;SPC KS S     -   446,640.      702,270.      MT  (+/- 180 meters Scaled)
 HE0442
 HE0442                          SUPERSEDED SURVEY CONTROL
 HE0442
 HE0442  NGVD 29 (??/??/92)  252.480  (m)          828.34   (f) ADJ UNCH    2 0
 HE0442
 HE0442.Superseded values are not recommended for survey control.
 HE0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0442.See file dsdata.txt to determine how the superseded data were derived.
 HE0442
 HE0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB130010(NAD 83)
 HE0442_MARKER: DB = BENCH MARK DISK
 HE0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0442_STAMPING: H 10 1934
 HE0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0442+STABILITY: SURFACE MOTION
 HE0442
 HE0442  HISTORY     - Date     Condition        Report By
 HE0442  HISTORY     - 1934     MONUMENTED       CGS
 HE0442
 HE0442                          STATION DESCRIPTION
 HE0442
 HE0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0442'AT CHETOPA.
 HE0442'AT CHETOPA, LABETTE COUNTY, ABOUT 110 FEET NORTHWEST OF THE
 HE0442'MISSOURI-KANSAS-TEXAS RAILROAD STATION, 66 FEET WEST OF THE
 HE0442'NEAREST RAIL, AND 48 FEET NORTH OF THE CENTER LINE OF THE
 HE0442'MAIN STREET.  A STANDARD DISK, STAMPED H 10 1934 AND SET IN
 HE0442'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0532 ***********************************************************************
 KH0532  DESIGNATION -  H 100
 KH0532  PID         -  KH0532
 KH0532  STATE/COUNTY-  KS/CHEYENNE
 KH0532  USGS QUAD   -  BIRD CITY SOUTH NW (1981)
 KH0532
 KH0532                         *CURRENT SURVEY CONTROL
 KH0532  ___________________________________________________________________
 KH0532* NAD 83(1986)-  39 39 18.     (N)    101 42 46.     (W)     SCALED    
 KH0532* NAVD 88     -      1077.454  (meters)    3534.95   (feet)  ADJUSTED  
 KH0532  ___________________________________________________________________
 KH0532  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 KH0532  DYNAMIC HT  -        1076.595 (meters)    3532.13  (feet)  COMP
 KH0532  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 KH0532
 KH0532  VERT ORDER  -  SECOND    CLASS 0
 KH0532
 KH0532.The horizontal coordinates were scaled from a topographic map and have
 KH0532.an estimated accuracy of +/- 6 seconds.
 KH0532
 KH0532.The orthometric height was determined by differential leveling
 KH0532.and adjusted by the National Geodetic Survey in June 1991..
 KH0532
 KH0532.The geoid height was determined by GEOID03.
 KH0532
 KH0532.The dynamic height is computed by dividing the NAVD 88
 KH0532.geopotential number by the normal gravity value computed on the
 KH0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0532.degrees latitude (g = 980.6199 gals.).
 KH0532
 KH0532.The modeled gravity was interpolated from observed gravity values.
 KH0532
 KH0532;                    North         East    Units  Estimated Accuracy
 KH0532;SPC KS N     -   153,260.       81,460.      MT  (+/- 180 meters Scaled)
 KH0532
 KH0532                          SUPERSEDED SURVEY CONTROL
 KH0532
 KH0532  NGVD 29 (??/??/92) 1077.010  (m)         3533.49   (f) ADJ UNCH    2 0
 KH0532
 KH0532.Superseded values are not recommended for survey control.
 KH0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0532.See file dsdata.txt to determine how the superseded data were derived.
 KH0532
 KH0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ672929(NAD 83)
 KH0532_MARKER: DB = BENCH MARK DISK
 KH0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0532_STAMPING: H 100 1935
 KH0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0532+STABILITY: SURFACE MOTION
 KH0532
 KH0532  HISTORY     - Date     Condition        Report By
 KH0532  HISTORY     - 1935     MONUMENTED       CGS
 KH0532
 KH0532                          STATION DESCRIPTION
 KH0532
 KH0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0532'7.5 MI S FROM WHEELER.
 KH0532'7.5 MI. S. OF DEPOT ALONG STATE HWY. 27 ABOUT 95 FT. N.E. OF THE
 KH0532'N.E. CORNER OF A SMALL WHITE FARM HOUSE, AT A CROSS ROAD, 50 FT.
 KH0532'W. OF THE CENTER LINE OF THE HWY., 30 FT. S. OF THE CENTER LINE
 KH0532'OF AN E-W CROSS ROAD, AND 15 FT. W. OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0553 ***********************************************************************
 KH0553  DESIGNATION -  H 101
 KH0553  PID         -  KH0553
 KH0553  STATE/COUNTY-  KS/WALLACE
 KH0553  USGS QUAD   -  HARRIS DRAW WEST (1979)
 KH0553
 KH0553                         *CURRENT SURVEY CONTROL
 KH0553  ___________________________________________________________________
 KH0553* NAD 83(1986)-  39 00 12.     (N)    101 44 21.     (W)     SCALED    
 KH0553* NAVD 88     -      1111.588  (meters)    3646.93   (feet)  ADJUSTED  
 KH0553  ___________________________________________________________________
 KH0553  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 KH0553  DYNAMIC HT  -        1110.628 (meters)    3643.79  (feet)  COMP
 KH0553  MODELED GRAV-     979,726.3   (mgal)                       NAVD 88
 KH0553
 KH0553  VERT ORDER  -  SECOND    CLASS 0
 KH0553
 KH0553.The horizontal coordinates were scaled from a topographic map and have
 KH0553.an estimated accuracy of +/- 6 seconds.
 KH0553
 KH0553.The orthometric height was determined by differential leveling
 KH0553.and adjusted by the National Geodetic Survey in June 1991..
 KH0553
 KH0553.The geoid height was determined by GEOID03.
 KH0553
 KH0553.The dynamic height is computed by dividing the NAVD 88
 KH0553.geopotential number by the normal gravity value computed on the
 KH0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0553.degrees latitude (g = 980.6199 gals.).
 KH0553
 KH0553.The modeled gravity was interpolated from observed gravity values.
 KH0553
 KH0553;                    North         East    Units  Estimated Accuracy
 KH0553;SPC KS N     -    81,060.       76,210.      MT  (+/- 180 meters Scaled)
 KH0553
 KH0553                          SUPERSEDED SURVEY CONTROL
 KH0553
 KH0553  NGVD 29 (??/??/92) 1111.143  (m)         3645.47   (f) ADJ UNCH    2 0
 KH0553
 KH0553.Superseded values are not recommended for survey control.
 KH0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0553.See file dsdata.txt to determine how the superseded data were derived.
 KH0553
 KH0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ628207(NAD 83)
 KH0553_MARKER: DB = BENCH MARK DISK
 KH0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0553_STAMPING: H 101 1935
 KH0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0553+STABILITY: SURFACE MOTION
 KH0553
 KH0553  HISTORY     - Date     Condition        Report By
 KH0553  HISTORY     - 1935     MONUMENTED       CGS
 KH0553  HISTORY     - 1940     GOOD             NGS
 KH0553  HISTORY     - 1942     GOOD             NGS
 KH0553
 KH0553                          STATION DESCRIPTION
 KH0553
 KH0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0553'7.6 MI N FROM SHARON SPRINGS.
 KH0553'TO REACH FROM THE WALLACE COUNTY COURTHOUSE IN SHARON SPRINGS,
 KH0553'PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 27, GO 7.6 MILES.
 KH0553'BENCH MARK IS A CROSS-INTERSECTION OF STATE HIGHWAY NO. 27
 KH0553'AND AN UNIMPROVED EAST-WEST ROAD, 52 FEET SOUTHWEST OF CENTER
 KH0553'LINE OF INTERSECTION, 38 FEET WEST OF CENTER LINE OF THE HIGHWAY,
 KH0553'36 FEET SOUTH OF CENTER LINE OF THE EAST-WEST ROAD, 3.3 FEET
 KH0553'WEST OF FENCE, 2.5 FEET SOUTH OF A 4 X 4 INCH WOODEN POST
 KH0553'PAINTED WHITE PROJECTING 20 FEET.  A STD. DISK B M IN CAST-IN-PLACE
 KH0553'CONCRETE POST PROJECTING 0.6 FOOT.
 KH0553
 KH0553                          STATION RECOVERY (1942)
 KH0553
 KH0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0341 ***********************************************************************
 KF0341  DESIGNATION -  H 106 RESET
 KF0341  PID         -  KF0341
 KF0341  STATE/COUNTY-  KS/MARSHALL
 KF0341  USGS QUAD   -  HERKIMER (1983)
 KF0341
 KF0341                         *CURRENT SURVEY CONTROL
 KF0341  ___________________________________________________________________
 KF0341* NAD 83(1986)-  39 54 48.     (N)    096 37 32.     (W)     SCALED    
 KF0341* NAVD 88     -       358.17   (meters)    1175.1    (feet)  RESET     
 KF0341  ___________________________________________________________________
 KF0341  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 KF0341
 KF0341  VERT ORDER  -  THIRD
 KF0341
 KF0341.The horizontal coordinates were scaled from a topographic map and have
 KF0341.an estimated accuracy of +/- 6 seconds.
 KF0341
 KF0341.The orthometric height was computed from unverified reset data.
 KF0341
 KF0341.The geoid height was determined by GEOID03.
 KF0341
 KF0341;                    North         East    Units  Estimated Accuracy
 KF0341;SPC KS N     -   176,300.      517,520.      MT  (+/- 180 meters Scaled)
 KF0341
 KF0341                          SUPERSEDED SURVEY CONTROL
 KF0341
 KF0341.No superseded survey control is available for this station.
 KF0341
 KF0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK029208(NAD 83)
 KF0341_MARKER: DB = BENCH MARK DISK
 KF0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0341_STAMPING: H 106 RESET 1965
 KF0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0341+STABILITY: SURFACE MOTION
 KF0341
 KF0341  HISTORY     - Date     Condition        Report By
 KF0341  HISTORY     - 1965     MONUMENTED       CGS
 KF0341
 KF0341                          STATION DESCRIPTION
 KF0341
 KF0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 KF0341'6.4 MI N FROM MARYSVILLE.
 KF0341'6.4 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0341'STATION AT MARYSVILLE 4 POLES SOUTH OF MILEPOST 128, 49 FEET
 KF0341'EAST OF A FIELD ROAD CROSSING, 46 FEET EAST OF EAST RAIL, 18
 KF0341'FEET SOUTH OF CENTER LINE OF FIELD ROAD, 2 FEET WEST OF THE
 KF0341'FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  A
 KF0341'STANDARD DISK, STAMPED, H 106 RESET 1965, IN THE TOP OF A
 KF0341'CONCRETE MONUMENT AND PROJECTING 5 INCHES.  NOTE-- THIS ELEVATION
 KF0341'WAS DETERMINED FROM BM H 106 1934 IT HAD BEEN HIT WITH FARM
 KF0341'MACHINERY, HOWEVER THE MARK APPEARED TO BE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0553 ***********************************************************************
 KE0553  DESIGNATION -  H 107
 KE0553  PID         -  KE0553
 KE0553  STATE/COUNTY-  KS/BROWN
 KE0553  USGS QUAD   -  DENTON (1961)
 KE0553
 KE0553                         *CURRENT SURVEY CONTROL
 KE0553  ___________________________________________________________________
 KE0553* NAD 83(1986)-  39 39 26.     (N)    095 21 31.     (W)     SCALED    
 KE0553* NAVD 88     -       351.524  (meters)    1153.29   (feet)  ADJUSTED  
 KE0553  ___________________________________________________________________
 KE0553  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE0553  DYNAMIC HT  -         351.310 (meters)    1152.59  (feet)  COMP
 KE0553  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 KE0553
 KE0553  VERT ORDER  -  SECOND    CLASS 0
 KE0553
 KE0553.The horizontal coordinates were scaled from a topographic map and have
 KE0553.an estimated accuracy of +/- 6 seconds.
 KE0553
 KE0553.The orthometric height was determined by differential leveling
 KE0553.and adjusted by the National Geodetic Survey in June 1991..
 KE0553
 KE0553.The geoid height was determined by GEOID03.
 KE0553
 KE0553.The dynamic height is computed by dividing the NAVD 88
 KE0553.geopotential number by the normal gravity value computed on the
 KE0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0553.degrees latitude (g = 980.6199 gals.).
 KE0553
 KE0553.The modeled gravity was interpolated from observed gravity values.
 KE0553
 KE0553;                    North         East    Units  Estimated Accuracy
 KE0553;SPC KS N     -   150,280.      626,650.      MT  (+/- 180 meters Scaled)
 KE0553
 KE0553                          SUPERSEDED SURVEY CONTROL
 KE0553
 KE0553  NGVD 29 (??/??/92)  351.416  (m)         1152.94   (f) ADJ UNCH    2 0
 KE0553
 KE0553.Superseded values are not recommended for survey control.
 KE0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0553.See file dsdata.txt to determine how the superseded data were derived.
 KE0553
 KE0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD976923(NAD 83)
 KE0553_MARKER: DB = BENCH MARK DISK
 KE0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0553_STAMPING: H 107 1934
 KE0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0553+STABILITY: SURFACE MOTION
 KE0553
 KE0553  HISTORY     - Date     Condition        Report By
 KE0553  HISTORY     - 1934     MONUMENTED       CGS
 KE0553  HISTORY     - 1950     GOOD             NGS
 KE0553
 KE0553                          STATION DESCRIPTION
 KE0553
 KE0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0553'2.3 MI W FROM PURCELL.
 KE0553'IN BROWN COUNTY, 2.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND
 KE0553'AND PACIFIC RAILROAD FROM THE STATION SIGN AT PURCELL, DONIPHAN
 KE0553'COUNTY, AT A ROAD CROSSING, 46 FEET SOUTH OF THE SOUTH RAIL,
 KE0553'25 FEET WEST OF THE CENTERLINE OF THE GRADED ROAD, 4 FEET WEST
 KE0553'OF A FENCE CORNER, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD
 KE0553'DISK, STAMPED H 107 1934 AND SET IN THE TOP OF A CONCRETE POST
 KE0553'PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0963 ***********************************************************************
 KE0963  DESIGNATION -  H 108
 KE0963  PID         -  KE0963
 KE0963  STATE/COUNTY-  KS/JACKSON
 KE0963  USGS QUAD   -  WHITING (1961)
 KE0963
 KE0963                         *CURRENT SURVEY CONTROL
 KE0963  ___________________________________________________________________
 KE0963* NAD 83(1986)-  39 35 26.     (N)    095 37 03.     (W)     SCALED    
 KE0963* NAVD 88     -       334.428  (meters)    1097.20   (feet)  ADJUSTED  
 KE0963  ___________________________________________________________________
 KE0963  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KE0963  DYNAMIC HT  -         334.220 (meters)    1096.52  (feet)  COMP
 KE0963  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 KE0963
 KE0963  VERT ORDER  -  SECOND    CLASS 0
 KE0963
 KE0963.The horizontal coordinates were scaled from a topographic map and have
 KE0963.an estimated accuracy of +/- 6 seconds.
 KE0963
 KE0963.The orthometric height was determined by differential leveling
 KE0963.and adjusted by the National Geodetic Survey in June 1991..
 KE0963
 KE0963.The geoid height was determined by GEOID03.
 KE0963
 KE0963.The dynamic height is computed by dividing the NAVD 88
 KE0963.geopotential number by the normal gravity value computed on the
 KE0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0963.degrees latitude (g = 980.6199 gals.).
 KE0963
 KE0963.The modeled gravity was interpolated from observed gravity values.
 KE0963
 KE0963;                    North         East    Units  Estimated Accuracy
 KE0963;SPC KS N     -   142,260.      604,630.      MT  (+/- 180 meters Scaled)
 KE0963
 KE0963                          SUPERSEDED SURVEY CONTROL
 KE0963
 KE0963  NGVD 29 (??/??/92)  334.320  (m)         1096.85   (f) ADJ UNCH    2 0
 KE0963
 KE0963.Superseded values are not recommended for survey control.
 KE0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0963.See file dsdata.txt to determine how the superseded data were derived.
 KE0963
 KE0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD752855(NAD 83)
 KE0963_MARKER: DB = BENCH MARK DISK
 KE0963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0963_SP_SET: UNDERPASS
 KE0963_STAMPING: H 108 1934
 KE0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0963
 KE0963  HISTORY     - Date     Condition        Report By
 KE0963  HISTORY     - 1934     MONUMENTED       CGS
 KE0963  HISTORY     - 1950     GOOD             NGS
 KE0963
 KE0963                          STATION DESCRIPTION
 KE0963
 KE0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0963'AT WHITING.
 KE0963'AT WHITING, JACKSON COUNTY, AT THE CROSSING OF THE MISSOURI
 KE0963'PACIFIC RAILROAD AND THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0963'RAILWAY, AT THE NORTH END OF THE EAST WALL OF THE UNDERPASS, AND
 KE0963'IN THE FIRST STONE OF THE ABUTMENT.  A STANDARD DISK, STAMPED
 KE0963'H 108 1934.
 KE0963
 KE0963                          STATION RECOVERY (1950)
 KE0963
 KE0963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0981 ***********************************************************************
 KE0981  DESIGNATION -  H 109
 KE0981  PID         -  KE0981
 KE0981  STATE/COUNTY-  KS/NEMAHA
 KE0981  USGS QUAD   -  SABETHA (1960)
 KE0981
 KE0981                         *CURRENT SURVEY CONTROL
 KE0981  ___________________________________________________________________
 KE0981* NAD 83(1986)-  39 53 50.     (N)    095 51 12.     (W)     SCALED    
 KE0981* NAVD 88     -       404.790  (meters)    1328.05   (feet)  ADJUSTED  
 KE0981  ___________________________________________________________________
 KE0981  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 KE0981  DYNAMIC HT  -         404.550 (meters)    1327.26  (feet)  COMP
 KE0981  MODELED GRAV-     980,020.4   (mgal)                       NAVD 88
 KE0981
 KE0981  VERT ORDER  -  SECOND    CLASS 0
 KE0981
 KE0981.The horizontal coordinates were scaled from a topographic map and have
 KE0981.an estimated accuracy of +/- 6 seconds.
 KE0981
 KE0981.The orthometric height was determined by differential leveling
 KE0981.and adjusted by the National Geodetic Survey in June 1991..
 KE0981
 KE0981.The geoid height was determined by GEOID03.
 KE0981
 KE0981.The dynamic height is computed by dividing the NAVD 88
 KE0981.geopotential number by the normal gravity value computed on the
 KE0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0981.degrees latitude (g = 980.6199 gals.).
 KE0981
 KE0981.The modeled gravity was interpolated from observed gravity values.
 KE0981
 KE0981;                    North         East    Units  Estimated Accuracy
 KE0981;SPC KS N     -   175,790.      583,570.      MT  (+/- 180 meters Scaled)
 KE0981
 KE0981                          SUPERSEDED SURVEY CONTROL
 KE0981
 KE0981  NGVD 29 (??/??/92)  404.673  (m)         1327.66   (f) ADJ UNCH    2 0
 KE0981
 KE0981.Superseded values are not recommended for survey control.
 KE0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0981.See file dsdata.txt to determine how the superseded data were derived.
 KE0981
 KE0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE560202(NAD 83)
 KE0981_MARKER: DB = BENCH MARK DISK
 KE0981_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0981_SP_SET: CULVERT
 KE0981_STAMPING: H 109 1934
 KE0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0981
 KE0981  HISTORY     - Date     Condition        Report By
 KE0981  HISTORY     - 1934     MONUMENTED       CGS
 KE0981  HISTORY     - 1950     GOOD             NGS
 KE0981
 KE0981                          STATION DESCRIPTION
 KE0981
 KE0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0981'2.7 MI W FROM SABETHA.
 KE0981'2.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE CITY
 KE0981'WATER TOWER AT SABETHA, NEMAHA COUNTY, 150 FEET SOUTHWEST OF
 KE0981'MILEAGE POST 63.5, 60 FEET SOUTH OF THE CENTER LINE OF THE
 KE0981'TRACK, AT A CONCRETE CULVERT UNDER U.S. HIGHWAY 36, AND IN THE
 KE0981'CENTER OF THE TOP OF THE NORTH HEADWALL.  A STANDARD DISK, STAMPED
 KE0981'H 109 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0378 ***********************************************************************
 KG0378  DESIGNATION -  H 11
 KG0378  PID         -  KG0378
 KG0378  STATE/COUNTY-  KS/NORTON
 KG0378  USGS QUAD   -  NORTON (1978)
 KG0378
 KG0378                         *CURRENT SURVEY CONTROL
 KG0378  ___________________________________________________________________
 KG0378* NAD 83(1986)-  39 49 42.     (N)    099 53 15.     (W)     SCALED    
 KG0378* NAVD 88     -       692.982  (meters)    2273.56   (feet)  ADJUSTED  
 KG0378  ___________________________________________________________________
 KG0378  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 KG0378  DYNAMIC HT  -         692.526 (meters)    2272.06  (feet)  COMP
 KG0378  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 KG0378
 KG0378  VERT ORDER  -  FIRST     CLASS II
 KG0378
 KG0378.The horizontal coordinates were scaled from a topographic map and have
 KG0378.an estimated accuracy of +/- 6 seconds.
 KG0378
 KG0378.The orthometric height was determined by differential leveling
 KG0378.and adjusted by the National Geodetic Survey in June 1991..
 KG0378.WARNING-Repeat measurements at this control monument indicate possible
 KG0378.vertical movement.
 KG0378
 KG0378.The geoid height was determined by GEOID03.
 KG0378
 KG0378.The dynamic height is computed by dividing the NAVD 88
 KG0378.geopotential number by the normal gravity value computed on the
 KG0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0378.degrees latitude (g = 980.6199 gals.).
 KG0378
 KG0378.The modeled gravity was interpolated from observed gravity values.
 KG0378
 KG0378;                    North         East    Units  Estimated Accuracy
 KG0378;SPC KS N     -   167,650.      238,430.      MT  (+/- 180 meters Scaled)
 KG0378
 KG0378                          SUPERSEDED SURVEY CONTROL
 KG0378
 KG0378  NGVD 29 (02/14/92)  692.720  (m)         2272.70   (f) ADJUSTED    1 2
 KG0378
 KG0378.Superseded values are not recommended for survey control.
 KG0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0378.See file dsdata.txt to determine how the superseded data were derived.
 KG0378
 KG0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK240090(NAD 83)
 KG0378_MARKER: DB = BENCH MARK DISK
 KG0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0378_SP_SET: CONCRETE POST
 KG0378_STAMPING: H 11 1933
 KG0378_MARK LOGO: CGS   
 KG0378_PROJECTION: FLUSH
 KG0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0378+STABILITY: SURFACE MOTION
 KG0378
 KG0378  HISTORY     - Date     Condition        Report By
 KG0378  HISTORY     - 1933     MONUMENTED       CGS
 KG0378  HISTORY     - 1950     GOOD             NGS
 KG0378  HISTORY     - 1966     GOOD             NGS
 KG0378  HISTORY     - 1986     GOOD             NGS
 KG0378  HISTORY     - 20060513 POOR             GEOCAC
 KG0378
 KG0378                          STATION DESCRIPTION
 KG0378
 KG0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KG0378'AT NORTON.
 KG0378'AT NORTON, ON KANSAS AVENUE, AT THE COUNTY COURTHOUSE, IN THE
 KG0378'COURTHOUSE YARD, 76.5 FEET WEST OF THE SOUTHWEST CORNER OF THE
 KG0378'BUILDING, 40.6 FEET SOUTH OF THE SOUTH EDGE OF THE WALK TO THE
 KG0378'MAIN ENTRANCE, AND 18.5 FEET EAST OF THE EAST CURB OF KANSAS
 KG0378'AVENUE.  A STANDARD DISK, STAMPED H 11 1933 AND SET IN THE TOP
 KG0378'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KG0378
 KG0378                          STATION RECOVERY (1966)
 KG0378
 KG0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KG0378'RECOVERED IN GOOD CONDITION.
 KG0378
 KG0378                          STATION RECOVERY (1986)
 KG0378
 KG0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0378'RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT
 KG0378'ADD--1.3 METERS (4.5 FT) EAST OF A METAL STREET LAMP POLE.
 KG0378
 KG0378                          STATION RECOVERY (2006)
 KG0378
 KG0378'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0378'THE STATION IS LOCATED ABOUT FOUR FEET EAST-NORTHEAST OF A SIX-SIDED
 KG0378'CONCRETE LAMP POST.  THE MONUMENT IS DAMAGED, AND THE DISK IS CRACKED.
 KG0378'THE SOUTHERN ONE-THIRD OF THE DISK IS BENT DOWNWARD SLIGHTLY.
 KG0378'HANDHELD COORDINATES ARE N39-49-42.84 W099-53-17.16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0324 ***********************************************************************
 KF0324  DESIGNATION -  H 111
 KF0324  PID         -  KF0324
 KF0324  STATE/COUNTY-  KS/RILEY
 KF0324  USGS QUAD   -  BLUE RAPIDS SE (1968)
 KF0324
 KF0324                         *CURRENT SURVEY CONTROL
 KF0324  ___________________________________________________________________
 KF0324* NAD 83(1986)-  39 33 12.     (N)    096 35 53.     (W)     SCALED    
 KF0324* NAVD 88     -       332.646  (meters)    1091.36   (feet)  ADJUSTED  
 KF0324  ___________________________________________________________________
 KF0324  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 KF0324  DYNAMIC HT  -         332.436 (meters)    1090.67  (feet)  COMP
 KF0324  MODELED GRAV-     979,985.5   (mgal)                       NAVD 88
 KF0324
 KF0324  VERT ORDER  -  SECOND    CLASS 0
 KF0324
 KF0324.The horizontal coordinates were scaled from a topographic map and have
 KF0324.an estimated accuracy of +/- 6 seconds.
 KF0324
 KF0324.The orthometric height was determined by differential leveling
 KF0324.and adjusted by the National Geodetic Survey in June 1991..
 KF0324
 KF0324.The geoid height was determined by GEOID03.
 KF0324
 KF0324.The dynamic height is computed by dividing the NAVD 88
 KF0324.geopotential number by the normal gravity value computed on the
 KF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0324.degrees latitude (g = 980.6199 gals.).
 KF0324
 KF0324.The modeled gravity was interpolated from observed gravity values.
 KF0324
 KF0324;                    North         East    Units  Estimated Accuracy
 KF0324;SPC KS N     -   136,370.      520,490.      MT  (+/- 180 meters Scaled)
 KF0324
 KF0324                          SUPERSEDED SURVEY CONTROL
 KF0324
 KF0324  NGVD 29 (??/??/92)  332.521  (m)         1090.95   (f) ADJ UNCH    2 0
 KF0324
 KF0324.Superseded values are not recommended for survey control.
 KF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0324.See file dsdata.txt to determine how the superseded data were derived.
 KF0324
 KF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ063809(NAD 83)
 KF0324_MARKER: DB = BENCH MARK DISK
 KF0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0324_STAMPING: H-111 1934
 KF0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0324+STABILITY: SURFACE MOTION
 KF0324
 KF0324  HISTORY     - Date     Condition        Report By
 KF0324  HISTORY     - 1934     MONUMENTED       CGS
 KF0324  HISTORY     - 1966     MARK NOT FOUND   USGS
 KF0324
 KF0324                          STATION DESCRIPTION
 KF0324
 KF0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0324'2.9 MI N FROM CLEBURNE.
 KF0324'2.9 MILES NORTH OF U. P. STATION AT CLEBURNE.  ON UNION PACIFIC
 KF0324'RAILROAD AT A PRIVATE CROSSING.  54 FEET WEST CENTER LINE OF
 KF0324'TRACKS, AND 38 FEET NORTH CROSSING.  IN PROPERTY LINE.
 KF0324
 KF0324                          STATION RECOVERY (1966)
 KF0324
 KF0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KF0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0385 ***********************************************************************
 KF0385  DESIGNATION -  H 112
 KF0385  PID         -  KF0385
 KF0385  STATE/COUNTY-  KS/WASHINGTON
 KF0385  USGS QUAD   -  WASHINGTON (1966)
 KF0385
 KF0385                         *CURRENT SURVEY CONTROL
 KF0385  ___________________________________________________________________
 KF0385* NAD 83(1986)-  39 47 13.     (N)    097 01 48.     (W)     SCALED    
 KF0385* NAVD 88     -       403.168  (meters)    1322.73   (feet)  ADJUSTED  
 KF0385  ___________________________________________________________________
 KF0385  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 KF0385  DYNAMIC HT  -         402.942 (meters)    1321.99  (feet)  COMP
 KF0385  MODELED GRAV-     980,054.9   (mgal)                       NAVD 88
 KF0385
 KF0385  VERT ORDER  -  SECOND    CLASS 0
 KF0385
 KF0385.The horizontal coordinates were scaled from a topographic map and have
 KF0385.an estimated accuracy of +/- 6 seconds.
 KF0385
 KF0385.The orthometric height was determined by differential leveling
 KF0385.and adjusted by the National Geodetic Survey in June 1991..
 KF0385
 KF0385.The geoid height was determined by GEOID03.
 KF0385
 KF0385.The dynamic height is computed by dividing the NAVD 88
 KF0385.geopotential number by the normal gravity value computed on the
 KF0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0385.degrees latitude (g = 980.6199 gals.).
 KF0385
 KF0385.The modeled gravity was interpolated from observed gravity values.
 KF0385
 KF0385;                    North         East    Units  Estimated Accuracy
 KF0385;SPC KS N     -   161,820.      483,090.      MT  (+/- 180 meters Scaled)
 KF0385
 KF0385                          SUPERSEDED SURVEY CONTROL
 KF0385
 KF0385  NGVD 29 (??/??/92)  403.048  (m)         1322.33   (f) ADJ UNCH    2 0
 KF0385
 KF0385.Superseded values are not recommended for survey control.
 KF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0385.See file dsdata.txt to determine how the superseded data were derived.
 KF0385
 KF0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK686059(NAD 83)
 KF0385_MARKER: DD = SURVEY DISK
 KF0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0385_STAMPING: H 112 1934
 KF0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0385+STABILITY: SURFACE MOTION
 KF0385
 KF0385  HISTORY     - Date     Condition        Report By
 KF0385  HISTORY     - 1934     MONUMENTED       CGS
 KF0385  HISTORY     - 1965     GOOD             NGS
 KF0385
 KF0385                          STATION DESCRIPTION
 KF0385
 KF0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0385'2.6 MI SE FROM WASHINGTON.
 KF0385'2.6 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KF0385'THE STATION AT WASHINGTON, 0.2 MILE SOUTHEAST OF THE PUMPING
 KF0385'STATION OF A GAS COMPANY, AT A GRAVEL ROAD CROSSING, 103 FEET
 KF0385'SOUTHEAST OF THE CENTER OF THE CROSSING, 43.5 FEET SOUTHWEST OF
 KF0385'THE SOUTHWEST RAIL, 31 FEET EAST OF CENTER LINE OF THE ROAD,
 KF0385'13.5 FEET SOUTHEAST OF THE FIRST POLE NORTHWEST OF MILEPOST
 KF0385'448+20 AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN.  A
 KF0385'STATE SURVEY DISK, STAMPED, H 112 1934, SET IN THE TOP OF A
 KF0385'CONCRETE POST AND PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0367 ***********************************************************************
 KF0367  DESIGNATION -  H 113
 KF0367  PID         -  KF0367
 KF0367  STATE/COUNTY-  KS/WASHINGTON
 KF0367  USGS QUAD   -  LINN SW (1968)
 KF0367
 KF0367                         *CURRENT SURVEY CONTROL
 KF0367  ___________________________________________________________________
 KF0367* NAD 83(1986)-  39 35 04.     (N)    097 12 34.     (W)     SCALED    
 KF0367* NAVD 88     -       399.702  (meters)    1311.36   (feet)  ADJUSTED  
 KF0367  ___________________________________________________________________
 KF0367  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 KF0367  DYNAMIC HT  -         399.474 (meters)    1310.61  (feet)  COMP
 KF0367  MODELED GRAV-     980,043.2   (mgal)                       NAVD 88
 KF0367
 KF0367  VERT ORDER  -  SECOND    CLASS 0
 KF0367
 KF0367.The horizontal coordinates were scaled from a topographic map and have
 KF0367.an estimated accuracy of +/- 6 seconds.
 KF0367
 KF0367.The orthometric height was determined by differential leveling
 KF0367.and adjusted by the National Geodetic Survey in June 1991..
 KF0367
 KF0367.The geoid height was determined by GEOID03.
 KF0367
 KF0367.The dynamic height is computed by dividing the NAVD 88
 KF0367.geopotential number by the normal gravity value computed on the
 KF0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0367.degrees latitude (g = 980.6199 gals.).
 KF0367
 KF0367.The modeled gravity was interpolated from observed gravity values.
 KF0367
 KF0367;                    North         East    Units  Estimated Accuracy
 KF0367;SPC KS N     -   139,190.      467,910.      MT  (+/- 180 meters Scaled)
 KF0367
 KF0367                          SUPERSEDED SURVEY CONTROL
 KF0367
 KF0367  NGVD 29 (??/??/92)  399.590  (m)         1310.99   (f) ADJ UNCH    2 0
 KF0367
 KF0367.Superseded values are not recommended for survey control.
 KF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0367.See file dsdata.txt to determine how the superseded data were derived.
 KF0367
 KF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ537831(NAD 83)
 KF0367_MARKER: DD = SURVEY DISK
 KF0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0367_STAMPING: H 113 1934
 KF0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0367+STABILITY: SURFACE MOTION
 KF0367
 KF0367  HISTORY     - Date     Condition        Report By
 KF0367  HISTORY     - 1934     MONUMENTED       CGS
 KF0367  HISTORY     - 1965     GOOD             NGS
 KF0367
 KF0367                          STATION DESCRIPTION
 KF0367
 KF0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0367'4 MI NE FROM CLIFTON.
 KF0367'4.0 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KF0367'THE STATION AT CLIFTON, AT A GRAVEL ROAD CROSSING, 2 TELEPHONE
 KF0367'LINE POLES EAST OF MILEPOST 360+20, 88 FEET SOUTHWEST OF THE
 KF0367'CENTER OF THE CROSSING, 53 FEET WEST OF THE CENTER LINE OF
 KF0367'THE GRAVEL ROAD, 31 FEET SOUTH OF THE SOUTH RAIL, 16 FEET NORTH
 KF0367'OF THE FENCE AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN.
 KF0367'A STATE SURVEY DISK, STAMPED, H 113 1934, IN THE TOP OF A
 KF0367'CONCRETE POST AND PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0107 ***********************************************************************
 KF0107  DESIGNATION -  H 115
 KF0107  PID         -  KF0107
 KF0107  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0107  USGS QUAD   -  ST GEORGE (1978)
 KF0107
 KF0107                         *CURRENT SURVEY CONTROL
 KF0107  ___________________________________________________________________
 KF0107* NAD 83(1986)-  39 11 40.     (N)    096 28 56.     (W)     SCALED    
 KF0107* NAVD 88     -       305.657  (meters)    1002.81   (feet)  ADJUSTED  
 KF0107  ___________________________________________________________________
 KF0107  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 KF0107  DYNAMIC HT  -         305.458 (meters)    1002.16  (feet)  COMP
 KF0107  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 KF0107
 KF0107  VERT ORDER  -  FIRST     CLASS II
 KF0107
 KF0107.The horizontal coordinates were scaled from a topographic map and have
 KF0107.an estimated accuracy of +/- 6 seconds.
 KF0107
 KF0107.The orthometric height was determined by differential leveling
 KF0107.and adjusted by the National Geodetic Survey in June 1991..
 KF0107
 KF0107.The geoid height was determined by GEOID03.
 KF0107
 KF0107.The dynamic height is computed by dividing the NAVD 88
 KF0107.geopotential number by the normal gravity value computed on the
 KF0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0107.degrees latitude (g = 980.6199 gals.).
 KF0107
 KF0107.The modeled gravity was interpolated from observed gravity values.
 KF0107
 KF0107;                    North         East    Units  Estimated Accuracy
 KF0107;SPC KS N     -    96,690.      531,110.      MT  (+/- 180 meters Scaled)
 KF0107
 KF0107                          SUPERSEDED SURVEY CONTROL
 KF0107
 KF0107  NGVD 29 (??/??/92)  305.535  (m)         1002.41   (f) ADJ UNCH    1 2
 KF0107
 KF0107.Superseded values are not recommended for survey control.
 KF0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0107.See file dsdata.txt to determine how the superseded data were derived.
 KF0107
 KF0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ174413(NAD 83)
 KF0107_MARKER: DD = SURVEY DISK
 KF0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0107_STAMPING: H 115 1934
 KF0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0107+STABILITY: SURFACE MOTION
 KF0107
 KF0107  HISTORY     - Date     Condition        Report By
 KF0107  HISTORY     - 1934     MONUMENTED       KSGS
 KF0107  HISTORY     - 1965     GOOD             NGS
 KF0107  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0107
 KF0107                          STATION DESCRIPTION
 KF0107
 KF0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0107'3 MI W FROM ST GEORGE.
 KF0107'3.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0107'AT ST. GEORGE, AT A ROAD CROSSING, 100 YARDS EAST OF THE LARGE
 KF0107'CONCRETE GRAIN ELEVATOR AT THE SWAMP ANGEL RAILROAD SIDING,
 KF0107'51 FEET NORTHEAST OF CENTER OF THE ROAD CROSSING, 10.5 FEET
 KF0107'NORTHEAST OF A TELEPHONE POLE, 10 FEET EAST OF THE CONCRETE
 KF0107'FENCE CORNER POST, 39.5 FEET NORTH OF THE NORTH RAIL, 3 FEET
 KF0107'SOUTH OF THE FENCE AND 10 FEET WEST OF A METAL WITNESS POST AND
 KF0107'SIGN.  A STANDARD STATE SURVEY DISK, STAMPED, H 115 1934, SET
 KF0107'IN THE TOP OF A CONCRETE POST AND IT IS 4 INCHES BELOW THE SURFACE
 KF0107'OF THE GROUND.
 KF0107
 KF0107                          STATION RECOVERY (1986)
 KF0107
 KF0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0390 ***********************************************************************
 KF0390  DESIGNATION -  H 116
 KF0390  PID         -  KF0390
 KF0390  STATE/COUNTY-  KS/CLAY
 KF0390  USGS QUAD   -  CLAY CENTER NW (1964)
 KF0390
 KF0390                         *CURRENT SURVEY CONTROL
 KF0390  ___________________________________________________________________
 KF0390* NAD 83(1986)-  39 27 56.     (N)    097 12 24.     (W)     SCALED    
 KF0390* NAVD 88     -       376.102  (meters)    1233.93   (feet)  ADJUSTED  
 KF0390  ___________________________________________________________________
 KF0390  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 KF0390  DYNAMIC HT  -         375.887 (meters)    1233.22  (feet)  COMP
 KF0390  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 KF0390
 KF0390  VERT ORDER  -  SECOND    CLASS 0
 KF0390
 KF0390.The horizontal coordinates were scaled from a topographic map and have
 KF0390.an estimated accuracy of +/- 6 seconds.
 KF0390
 KF0390.The orthometric height was determined by differential leveling
 KF0390.and adjusted by the National Geodetic Survey in June 1991..
 KF0390
 KF0390.The geoid height was determined by GEOID03.
 KF0390
 KF0390.The dynamic height is computed by dividing the NAVD 88
 KF0390.geopotential number by the normal gravity value computed on the
 KF0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0390.degrees latitude (g = 980.6199 gals.).
 KF0390
 KF0390.The modeled gravity was interpolated from observed gravity values.
 KF0390
 KF0390;                    North         East    Units  Estimated Accuracy
 KF0390;SPC KS N     -   125,990.      468,270.      MT  (+/- 180 meters Scaled)
 KF0390
 KF0390                          SUPERSEDED SURVEY CONTROL
 KF0390
 KF0390  NGVD 29 (??/??/92)  375.998  (m)         1233.59   (f) ADJ UNCH    2 0
 KF0390
 KF0390.Superseded values are not recommended for survey control.
 KF0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0390.See file dsdata.txt to determine how the superseded data were derived.
 KF0390
 KF0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ542699(NAD 83)
 KF0390_MARKER: DB = BENCH MARK DISK
 KF0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0390_STAMPING: H-116 1934
 KF0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0390+STABILITY: SURFACE MOTION
 KF0390
 KF0390  HISTORY     - Date     Condition        Report By
 KF0390  HISTORY     - 1934     MONUMENTED       CGS
 KF0390  HISTORY     - 1961     MARK NOT FOUND   USGS
 KF0390
 KF0390                          STATION DESCRIPTION
 KF0390
 KF0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0390'AT MORGANVILLE.
 KF0390'ON UNION PACIFIC RAILROAD 1 BLOCK SOUTH OF U. P. STATION.  30
 KF0390'FEET WEST OF CENTER LINE OF MAIN TRACKS, 150 FEET SOUTH OF
 KF0390'RAILROAD WATER TANK, AND 25 FEET SOUTH OF SOUTHEAST CORNER OF
 KF0390'STOCK YARDS.
 KF0390
 KF0390                          STATION RECOVERY (1961)
 KF0390
 KF0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KF0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0401 ***********************************************************************
 KF0401  DESIGNATION -  H 117
 KF0401  PID         -  KF0401
 KF0401  STATE/COUNTY-  KS/CLAY
 KF0401  USGS QUAD   -  WAKEFIELD (1964)
 KF0401
 KF0401                         *CURRENT SURVEY CONTROL
 KF0401  ___________________________________________________________________
 KF0401* NAD 83(1986)-  39 14 56.     (N)    097 00 30.     (W)     SCALED    
 KF0401* NAVD 88     -       350.364  (meters)    1149.49   (feet)  ADJUSTED  
 KF0401  ___________________________________________________________________
 KF0401  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 KF0401  DYNAMIC HT  -         350.141 (meters)    1148.75  (feet)  COMP
 KF0401  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 KF0401
 KF0401  VERT ORDER  -  SECOND    CLASS 0
 KF0401
 KF0401.The horizontal coordinates were scaled from a topographic map and have
 KF0401.an estimated accuracy of +/- 6 seconds.
 KF0401
 KF0401.The orthometric height was determined by differential leveling
 KF0401.and adjusted by the National Geodetic Survey in June 1991..
 KF0401
 KF0401.The geoid height was determined by GEOID03.
 KF0401
 KF0401.The dynamic height is computed by dividing the NAVD 88
 KF0401.geopotential number by the normal gravity value computed on the
 KF0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0401.degrees latitude (g = 980.6199 gals.).
 KF0401
 KF0401.The modeled gravity was interpolated from observed gravity values.
 KF0401
 KF0401;                    North         East    Units  Estimated Accuracy
 KF0401;SPC KS N     -   102,110.      485,600.      MT  (+/- 180 meters Scaled)
 KF0401
 KF0401                          SUPERSEDED SURVEY CONTROL
 KF0401
 KF0401  NGVD 29 (??/??/92)  350.246  (m)         1149.10   (f) ADJ UNCH    2 0
 KF0401
 KF0401.Superseded values are not recommended for survey control.
 KF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0401.See file dsdata.txt to determine how the superseded data were derived.
 KF0401
 KF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ718462(NAD 83)
 KF0401_MARKER: DB = BENCH MARK DISK
 KF0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0401_STAMPING: H-117 1934
 KF0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0401+STABILITY: SURFACE MOTION
 KF0401
 KF0401  HISTORY     - Date     Condition        Report By
 KF0401  HISTORY     - 1934     MONUMENTED       CGS
 KF0401  HISTORY     - 1947     MARK NOT FOUND   USGS
 KF0401
 KF0401                          STATION DESCRIPTION
 KF0401
 KF0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0401'2.6 MI N FROM WAKEFIELD.
 KF0401'2.6 MILES NORTH OF U. P. STATION AT WAKEFIELD ON UNION PACIFIC
 KF0401'RAILROAD AT MILEPOST 22.  40 FEET EAST CENTER LINE OF TRACKS,
 KF0401'AND 50 FEET NORTH OF SIGN ONE MILE TO BROUGHTON.  NOTE-- RAILROAD
 KF0401'LINE HAS BEEN REGRADED AND MANY OF THE BENCH MARKS HAVE BEEN
 KF0401'BURIED OR LOST.  REFERENCE SIGN TO BROUGHTON HAS BEEN DESTROYED.
 KF0401
 KF0401                          STATION RECOVERY (1947)
 KF0401
 KF0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 KF0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0447 ***********************************************************************
 KF0447  DESIGNATION -  H 118
 KF0447  PID         -  KF0447
 KF0447  STATE/COUNTY-  KS/CLAY
 KF0447  USGS QUAD   -  CLAY CENTER NW (1964)
 KF0447
 KF0447                         *CURRENT SURVEY CONTROL
 KF0447  ___________________________________________________________________
 KF0447* NAD 83(1986)-  39 22 47.     (N)    097 14 20.     (W)     SCALED    
 KF0447* NAVD 88     -       384.355  (meters)    1261.00   (feet)  ADJUSTED  
 KF0447  ___________________________________________________________________
 KF0447  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 KF0447  DYNAMIC HT  -         384.134 (meters)    1260.28  (feet)  COMP
 KF0447  MODELED GRAV-     980,039.4   (mgal)                       NAVD 88
 KF0447
 KF0447  VERT ORDER  -  SECOND    CLASS 0
 KF0447
 KF0447.The horizontal coordinates were scaled from a topographic map and have
 KF0447.an estimated accuracy of +/- 6 seconds.
 KF0447
 KF0447.The orthometric height was determined by differential leveling
 KF0447.and adjusted by the National Geodetic Survey in June 1991..
 KF0447
 KF0447.The geoid height was determined by GEOID03.
 KF0447
 KF0447.The dynamic height is computed by dividing the NAVD 88
 KF0447.geopotential number by the normal gravity value computed on the
 KF0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0447.degrees latitude (g = 980.6199 gals.).
 KF0447
 KF0447.The modeled gravity was interpolated from observed gravity values.
 KF0447
 KF0447;                    North         East    Units  Estimated Accuracy
 KF0447;SPC KS N     -   116,440.      465,580.      MT  (+/- 180 meters Scaled)
 KF0447
 KF0447                          SUPERSEDED SURVEY CONTROL
 KF0447
 KF0447  NGVD 29 (??/??/92)  384.255  (m)         1260.68   (f) ADJ UNCH    2 0
 KF0447
 KF0447.Superseded values are not recommended for survey control.
 KF0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0447.See file dsdata.txt to determine how the superseded data were derived.
 KF0447
 KF0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ516603(NAD 83)
 KF0447_MARKER: DD = SURVEY DISK
 KF0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0447_STAMPING: H 118 1934
 KF0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0447+STABILITY: SURFACE MOTION
 KF0447
 KF0447  HISTORY     - Date     Condition        Report By
 KF0447  HISTORY     - 1934     MONUMENTED       CGS
 KF0447  HISTORY     - 1965     GOOD             NGS
 KF0447  HISTORY     - 1979     GOOD             KSDT
 KF0447
 KF0447                          STATION DESCRIPTION
 KF0447
 KF0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0447'6.2 MI W FROM CLAY CENTER.
 KF0447'6.2 MILES WEST ALONG U.S. HIGHWAY 24 FROM THE UNION PACIFIC
 KF0447'RAILROAD STATION AT CLAY CENTER, CLAY COUNTY, AT A CROSSROAD,
 KF0447'50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET EAST
 KF0447'OF THE CENTERLINE OF THE GRAVELED ROAD, 2 FEET SOUTH OF A
 KF0447'CONCRETE RIGHT-OF-WAY POST AND 1 FOOT NORTH OF A METAL WITNESS
 KF0447'POST.  A STATE SURVEY STANDARD DISK, STAMPED, H 118 1934, IN
 KF0447'THE TOP OF A CONCRETE POST.
 KF0447
 KF0447                          STATION RECOVERY (1979)
 KF0447
 KF0447'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1979
 KF0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0213 ***********************************************************************
 KF0213  DESIGNATION -  H 119 RESET
 KF0213  PID         -  KF0213
 KF0213  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0213  USGS QUAD   -  OLSBURG (1983)
 KF0213
 KF0213                         *CURRENT SURVEY CONTROL
 KF0213  ___________________________________________________________________
 KF0213* NAD 83(1986)-  39 25 42.     (N)    096 34 21.     (W)     SCALED    
 KF0213* NAVD 88     -       434.70   (meters)    1426.2    (feet)  RESET     
 KF0213  ___________________________________________________________________
 KF0213  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 KF0213
 KF0213  VERT ORDER  -  THIRD
 KF0213
 KF0213.The horizontal coordinates were scaled from a topographic map and have
 KF0213.an estimated accuracy of +/- 6 seconds.
 KF0213
 KF0213.The orthometric height was computed from unverified reset data.
 KF0213
 KF0213.The geoid height was determined by GEOID03.
 KF0213
 KF0213;                    North         East    Units  Estimated Accuracy
 KF0213;SPC KS N     -   122,530.      522,900.      MT  (+/- 180 meters Scaled)
 KF0213
 KF0213                          SUPERSEDED SURVEY CONTROL
 KF0213
 KF0213.No superseded survey control is available for this station.
 KF0213
 KF0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ089671(NAD 83)
 KF0213_MARKER: DB = BENCH MARK DISK
 KF0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0213_STAMPING: H 119 1934 RESET 1964
 KF0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0213+STABILITY: SURFACE MOTION
 KF0213
 KF0213  HISTORY     - Date     Condition        Report By
 KF0213  HISTORY     - 1964     MONUMENTED       CGS
 KF0213  HISTORY     - 1965     GOOD             NGS
 KF0213
 KF0213                          STATION DESCRIPTION
 KF0213
 KF0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0213'2.4 MI E FROM OLSBURG.
 KF0213'2.4 MILES EAST ALONG STATE HIGHWAY 16 FROM THE PUBLIC SCHOOL
 KF0213'AT OLSBURG, POTTAWATOMIE COUNTY, ON BANK ABOUT 12 FEET ABOVE
 KF0213'THE HIGHWAY, 79 FEET SOUTH OF CENTER LINE OF THE ROAD, 94 FEET
 KF0213'EAST OF A TELEPHONE LINE POLE, 50 FEET WEST OF A TELEPHONE LINE
 KF0213'POLE, 1 FOOT NORTH OF THE FENCE AND 1 FOOT WEST OF A METAL WITNESS
 KF0213'POST AND SIGN.  A STANDARD DISK IN THE TOP OF A CONCRETE MONUMENT,
 KF0213'STAMPED, H 119 1934 RESET 1964 AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0116 ***********************************************************************
 KF0116  DESIGNATION -  H 120
 KF0116  PID         -  KF0116
 KF0116  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0116  USGS QUAD   -  ONAGA (1964)
 KF0116
 KF0116                         *CURRENT SURVEY CONTROL
 KF0116  ___________________________________________________________________
 KF0116* NAD 83(1986)-  39 29 09.     (N)    096 07 43.     (W)     SCALED    
 KF0116* NAVD 88     -       366.685  (meters)    1203.03   (feet)  ADJUSTED  
 KF0116  ___________________________________________________________________
 KF0116  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 KF0116  DYNAMIC HT  -         366.452 (meters)    1202.27  (feet)  COMP
 KF0116  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 KF0116
 KF0116  VERT ORDER  -  SECOND    CLASS 0
 KF0116
 KF0116.The horizontal coordinates were scaled from a topographic map and have
 KF0116.an estimated accuracy of +/- 6 seconds.
 KF0116
 KF0116.The orthometric height was determined by differential leveling
 KF0116.and adjusted by the National Geodetic Survey in June 1991..
 KF0116
 KF0116.The geoid height was determined by GEOID03.
 KF0116
 KF0116.The dynamic height is computed by dividing the NAVD 88
 KF0116.geopotential number by the normal gravity value computed on the
 KF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0116.degrees latitude (g = 980.6199 gals.).
 KF0116
 KF0116.The modeled gravity was interpolated from observed gravity values.
 KF0116
 KF0116;                    North         East    Units  Estimated Accuracy
 KF0116;SPC KS N     -   129,610.      560,980.      MT  (+/- 180 meters Scaled)
 KF0116
 KF0116                          SUPERSEDED SURVEY CONTROL
 KF0116
 KF0116  NGVD 29 (??/??/92)  366.567  (m)         1202.65   (f) ADJ UNCH    2 0
 KF0116
 KF0116.Superseded values are not recommended for survey control.
 KF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0116.See file dsdata.txt to determine how the superseded data were derived.
 KF0116
 KF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ469746(NAD 83)
 KF0116_MARKER: DD = SURVEY DISK
 KF0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0116_STAMPING: H 120 1934
 KF0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0116+STABILITY: SURFACE MOTION
 KF0116
 KF0116  HISTORY     - Date     Condition        Report By
 KF0116  HISTORY     - 1934     MONUMENTED       CGS
 KF0116  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0116
 KF0116                          STATION DESCRIPTION
 KF0116
 KF0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0116'2.6 MI E FROM ONAGA.
 KF0116'2.6 MILES EAST ALONG STATE HIGHWAY 16 FROM THE UNION PACIFIC
 KF0116'RAILROAD BRIDGE 37-1 AT ONAGA, POTTAWATOMIE COUNTY, AT A WEST
 KF0116'AND SOUTH TURN IN THE HIGHWAY AND THE JUNCTION OF A ROAD LEADING
 KF0116'NORTH, 150 FEET WEST OF THE EAST PROPERTY LINE, AND 30 FEET
 KF0116'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD
 KF0116'DISK, STAMPED, H 120 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0730 ***********************************************************************
 KE0730  DESIGNATION -  H 121
 KE0730  PID         -  KE0730
 KE0730  STATE/COUNTY-  KS/JACKSON
 KE0730  USGS QUAD   -  MAYETTA (1978)
 KE0730
 KE0730                         *CURRENT SURVEY CONTROL
 KE0730  ___________________________________________________________________
 KE0730* NAD 83(1986)-  39 16 26.     (N)    095 42 54.     (W)     SCALED    
 KE0730* NAVD 88     -       357.489  (meters)    1172.86   (feet)  ADJUSTED  
 KE0730  ___________________________________________________________________
 KE0730  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KE0730  DYNAMIC HT  -         357.259 (meters)    1172.11  (feet)  COMP
 KE0730  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 KE0730
 KE0730  VERT ORDER  -  SECOND    CLASS 0
 KE0730
 KE0730.The horizontal coordinates were scaled from a topographic map and have
 KE0730.an estimated accuracy of +/- 6 seconds.
 KE0730
 KE0730.The orthometric height was determined by differential leveling
 KE0730.and adjusted by the National Geodetic Survey in June 1991..
 KE0730
 KE0730.The geoid height was determined by GEOID03.
 KE0730
 KE0730.The dynamic height is computed by dividing the NAVD 88
 KE0730.geopotential number by the normal gravity value computed on the
 KE0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0730.degrees latitude (g = 980.6199 gals.).
 KE0730
 KE0730.The modeled gravity was interpolated from observed gravity values.
 KE0730
 KE0730;                    North         East    Units  Estimated Accuracy
 KE0730;SPC KS N     -   106,900.      597,150.      MT  (+/- 180 meters Scaled)
 KE0730
 KE0730                          SUPERSEDED SURVEY CONTROL
 KE0730
 KE0730  NGVD 29 (??/??/92)  357.384  (m)         1172.52   (f) ADJ UNCH    2 0
 KE0730
 KE0730.Superseded values are not recommended for survey control.
 KE0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0730.See file dsdata.txt to determine how the superseded data were derived.
 KE0730
 KE0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD657506(NAD 83)
 KE0730_MARKER: DB = BENCH MARK DISK
 KE0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0730_STAMPING: H 121 1934
 KE0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0730+STABILITY: SURFACE MOTION
 KE0730
 KE0730  HISTORY     - Date     Condition        Report By
 KE0730  HISTORY     - 1934     MONUMENTED       CGS
 KE0730  HISTORY     - 1950     GOOD             NGS
 KE0730
 KE0730                          STATION DESCRIPTION
 KE0730
 KE0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0730'1.8 MI N FROM HOYT.
 KE0730'ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, AT
 KE0730'MILEPOST 74, 52 FEET SOUTH OF THE CENTER OF TRACK ROAD, 44 FEET
 KE0730'WEST OF THE CENTER OF TRACK, 10 FEET SOUTH OF STEEL FENCE POST
 KE0730'AND 1 FOOT EAST OF RIGHT-OF-WAY FENCE.  THE DISK IS SET IN THE
 KE0730'TOP OF CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0672 ***********************************************************************
 KE0672  DESIGNATION -  H 123
 KE0672  PID         -  KE0672
 KE0672  STATE/COUNTY-  KS/JEFFERSON
 KE0672  USGS QUAD   -  WINCHESTER (1979)
 KE0672
 KE0672                         *CURRENT SURVEY CONTROL
 KE0672  ___________________________________________________________________
 KE0672* NAD 83(1986)-  39 20 25.     (N)    095 21 02.     (W)     SCALED    
 KE0672* NAVD 88     -       350.330  (meters)    1149.37   (feet)  ADJUSTED  
 KE0672  ___________________________________________________________________
 KE0672  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KE0672  DYNAMIC HT  -         350.106 (meters)    1148.64  (feet)  COMP
 KE0672  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 KE0672
 KE0672  VERT ORDER  -  SECOND    CLASS 0
 KE0672
 KE0672.The horizontal coordinates were scaled from a topographic map and have
 KE0672.an estimated accuracy of +/- 6 seconds.
 KE0672
 KE0672.The orthometric height was determined by differential leveling
 KE0672.and adjusted by the National Geodetic Survey in June 1991..
 KE0672
 KE0672.The geoid height was determined by GEOID03.
 KE0672
 KE0672.The dynamic height is computed by dividing the NAVD 88
 KE0672.geopotential number by the normal gravity value computed on the
 KE0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0672.degrees latitude (g = 980.6199 gals.).
 KE0672
 KE0672.The modeled gravity was interpolated from observed gravity values.
 KE0672
 KE0672;                    North         East    Units  Estimated Accuracy
 KE0672;SPC KS N     -   115,120.      628,370.      MT  (+/- 180 meters Scaled)
 KE0672
 KE0672                          SUPERSEDED SURVEY CONTROL
 KE0672
 KE0672  NGVD 29 (??/??/92)  350.238  (m)         1149.07   (f) ADJ UNCH    2 0
 KE0672
 KE0672.Superseded values are not recommended for survey control.
 KE0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0672.See file dsdata.txt to determine how the superseded data were derived.
 KE0672
 KE0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD974571(NAD 83)
 KE0672_MARKER: DB = BENCH MARK DISK
 KE0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0672_STAMPING: H 123 1934
 KE0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0672+STABILITY: SURFACE MOTION
 KE0672
 KE0672  HISTORY     - Date     Condition        Report By
 KE0672  HISTORY     - 1934     MONUMENTED       KSHC
 KE0672  HISTORY     - 1959     MARK NOT FOUND   NGS
 KE0672
 KE0672                          STATION DESCRIPTION
 KE0672
 KE0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0672'AT BOYLE.
 KE0672'AT BOYLE, JEFFERSON COUNTY, ON STATE HIGHWAYS 4 AND 16, 223
 KE0672'YARDS WEST OF THE WEST SIDE OF THE SPRING GROVE SCHOOLHOUSE,
 KE0672'72 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE 1-1/2-STORY
 KE0672'FRAME DWELLING OF J.H. SLOOP, 114.5 FEET NORTH OF THE CENTERLINE
 KE0672'OF THE HIGHWAY, 16 YARDS EAST OF A WIRE FENCE, 18 FEET WEST
 KE0672'OF THE CENTERLINE OF AN ABANDONED HIGHWAY, 92 FEET NORTHEAST
 KE0672'OF POLE 1370, 91 FEET NORTHWEST OF ANOTHER POLE, AND 5 FEET
 KE0672'LOWER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 KE0672'H 123 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0672'2 INCHES ABOVE GROUND.  NOTE-- LOCALE INUNDATED BY SHALLOW
 KE0672'MAN-MADE POND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1501 ***********************************************************************
 HF1501  DESIGNATION -  H 14 RESET
 HF1501  PID         -  HF1501
 HF1501  STATE/COUNTY-  KS/SUMNER
 HF1501  USGS QUAD   -  SOUTH HAVEN (1965)
 HF1501
 HF1501                         *CURRENT SURVEY CONTROL
 HF1501  ___________________________________________________________________
 HF1501* NAD 83(1986)-  37 02 11.     (N)    097 26 19.     (W)     SCALED    
 HF1501* NAVD 88     -       344.43   (meters)    1130.0    (feet)  RESET     
 HF1501  ___________________________________________________________________
 HF1501  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HF1501
 HF1501  VERT ORDER  -  THIRD
 HF1501
 HF1501.The horizontal coordinates were scaled from a topographic map and have
 HF1501.an estimated accuracy of +/- 6 seconds.
 HF1501
 HF1501.The orthometric height was computed from unverified reset data.
 HF1501
 HF1501.The geoid height was determined by GEOID03.
 HF1501
 HF1501;                    North         East    Units  Estimated Accuracy
 HF1501;SPC KS S     -   441,570.      494,430.      MT  (+/- 180 meters Scaled)
 HF1501
 HF1501                          SUPERSEDED SURVEY CONTROL
 HF1501
 HF1501  NGVD 29 (03/09/04)  344.32   (m)         1129.7    (f) RESET       3  
 HF1501
 HF1501.Superseded values are not recommended for survey control.
 HF1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1501.See file dsdata.txt to determine how the superseded data were derived.
 HF1501
 HF1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG388000(NAD 83)
 HF1501_MARKER: DV = VERTICAL CONTROL DISK
 HF1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1501_SP_SET: CONCRETE POST
 HF1501_STAMPING: H 14 RESET 1982
 HF1501_MARK LOGO: NGS   
 HF1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1501+STABILITY: SURFACE MOTION
 HF1501
 HF1501  HISTORY     - Date     Condition        Report By
 HF1501  HISTORY     - 1982     MONUMENTED       NGS
 HF1501
 HF1501                          STATION DESCRIPTION
 HF1501
 HF1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 HF1501'3.62 KM (2.25 MI) WEST ALONG U.S. HIGHWAY 81 FROM THE JUNCTION WITH
 HF1501'U.S. HIGHWAY 177 AT SOUTH HAVEN, THENCE 0.56 KM (0.35 MI) LEFT AND
 HF1501'SOUTH ALONG A GRADED ROAD, TO THE MARK ON THE RIGHT, AT THE SOUTH END
 HF1501'OF A RISE IN THE ROAD, WHICH WAS AN OLD RAILROAD CROSSING, 7.8
 HF1501'METERS,WEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0181 ***********************************************************************
 HF0181  DESIGNATION -  H 15
 HF0181  PID         -  HF0181
 HF0181  STATE/COUNTY-  KS/COWLEY
 HF0181  USGS QUAD   -  EATON (1976)
 HF0181
 HF0181                         *CURRENT SURVEY CONTROL
 HF0181  ___________________________________________________________________
 HF0181* NAD 83(1986)-  37 09 12.     (N)    096 45 46.     (W)     SCALED    
 HF0181* NAVD 88     -       349.323  (meters)    1146.07   (feet)  ADJUSTED  
 HF0181  ___________________________________________________________________
 HF0181  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 HF0181  DYNAMIC HT  -         349.031 (meters)    1145.11  (feet)  COMP
 HF0181  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 HF0181
 HF0181  VERT ORDER  -  FIRST     CLASS II
 HF0181
 HF0181.The horizontal coordinates were scaled from a topographic map and have
 HF0181.an estimated accuracy of +/- 6 seconds.
 HF0181
 HF0181.The orthometric height was determined by differential leveling
 HF0181.and adjusted by the National Geodetic Survey in June 1991..
 HF0181
 HF0181.The geoid height was determined by GEOID03.
 HF0181
 HF0181.The dynamic height is computed by dividing the NAVD 88
 HF0181.geopotential number by the normal gravity value computed on the
 HF0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0181.degrees latitude (g = 980.6199 gals.).
 HF0181
 HF0181.The modeled gravity was interpolated from observed gravity values.
 HF0181
 HF0181;                    North         East    Units  Estimated Accuracy
 HF0181;SPC KS S     -   455,450.      554,320.      MT  (+/- 180 meters Scaled)
 HF0181
 HF0181                          SUPERSEDED SURVEY CONTROL
 HF0181
 HF0181  NGVD 29 (??/??/92)  349.192  (m)         1145.64   (f) ADJ UNCH    1 2
 HF0181
 HF0181.Superseded values are not recommended for survey control.
 HF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0181.See file dsdata.txt to determine how the superseded data were derived.
 HF0181
 HF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG986142(NAD 83)
 HF0181_MARKER: DB = BENCH MARK DISK
 HF0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0181_STAMPING: H 15 1933
 HF0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0181+STABILITY: SURFACE MOTION
 HF0181
 HF0181  HISTORY     - Date     Condition        Report By
 HF0181  HISTORY     - 1933     MONUMENTED       CGS
 HF0181
 HF0181                          STATION DESCRIPTION
 HF0181
 HF0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0181'4.2 MI SW FROM DEXTER.
 HF0181'ABOUT 4.2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 HF0181'FROM DEXTER, COWLEY COUNTY, ABOUT 33-1/2 POLES SOUTHWEST OF
 HF0181'MILEPOST 501, 40 FEET SOUTH OF THE TRACK, AND 20 FEET WEST
 HF0181'OF A ROAD LEADING TO A FIELD.  A STANDARD DISK, STAMPED H
 HF0181'15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0514 ***********************************************************************
 KH0514  DESIGNATION -  H 150
 KH0514  PID         -  KH0514
 KH0514  STATE/COUNTY-  KS/CHEYENNE
 KH0514  USGS QUAD   -  ST FRANCIS (1978)
 KH0514
 KH0514                         *CURRENT SURVEY CONTROL
 KH0514  ___________________________________________________________________
 KH0514* NAD 83(1986)-  39 50 37.     (N)    101 51 44.     (W)     SCALED    
 KH0514* NAVD 88     -      1075.969  (meters)    3530.07   (feet)  ADJUSTED  
 KH0514  ___________________________________________________________________
 KH0514  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 KH0514  DYNAMIC HT  -        1075.126 (meters)    3527.31  (feet)  COMP
 KH0514  MODELED GRAV-     979,806.7   (mgal)                       NAVD 88
 KH0514
 KH0514  VERT ORDER  -  SECOND    CLASS 0
 KH0514
 KH0514.The horizontal coordinates were scaled from a topographic map and have
 KH0514.an estimated accuracy of +/- 6 seconds.
 KH0514
 KH0514.The orthometric height was determined by differential leveling
 KH0514.and adjusted by the National Geodetic Survey in June 1991..
 KH0514
 KH0514.The geoid height was determined by GEOID03.
 KH0514
 KH0514.The dynamic height is computed by dividing the NAVD 88
 KH0514.geopotential number by the normal gravity value computed on the
 KH0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0514.degrees latitude (g = 980.6199 gals.).
 KH0514
 KH0514.The modeled gravity was interpolated from observed gravity values.
 KH0514
 KH0514;                    North         East    Units  Estimated Accuracy
 KH0514;SPC KS N     -   174,710.       69,540.      MT  (+/- 180 meters Scaled)
 KH0514
 KH0514                          SUPERSEDED SURVEY CONTROL
 KH0514
 KH0514  NGVD 29 (??/??/92) 1075.509  (m)         3528.57   (f) ADJ UNCH    2 0
 KH0514
 KH0514.Superseded values are not recommended for survey control.
 KH0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0514.See file dsdata.txt to determine how the superseded data were derived.
 KH0514
 KH0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK551143(NAD 83)
 KH0514_MARKER: DB = BENCH MARK DISK
 KH0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0514_STAMPING: H 150 1934
 KH0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0514+STABILITY: SURFACE MOTION
 KH0514
 KH0514  HISTORY     - Date     Condition        Report By
 KH0514  HISTORY     - 1934     MONUMENTED       CGS
 KH0514
 KH0514                          STATION DESCRIPTION
 KH0514
 KH0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0514'7.6 MI NW FROM ST FRANCIS.
 KH0514'7.6 MILES NORTHWEST OF BURLINGTON STATION AT ST. FRANCIS 100
 KH0514'FEET WEST OF A CHURCH, 90 FEET NORTH OF CENTERLINE OF STATE HIGHWAY
 KH0514'27, 30 FEET WEST OF A SIDE ROAD GOING NORTH, ON THE OUTSIDE OF A
 KH0514'RIGHT ANGLE CURVE, IN SOUTHEAST CORNER OF A HOUSE YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0009 ***********************************************************************
 JH0009  DESIGNATION -  H 151
 JH0009  PID         -  JH0009
 JH0009  STATE/COUNTY-  KS/GOVE
 JH0009  USGS QUAD   -  ORION SE (1974)
 JH0009
 JH0009                         *CURRENT SURVEY CONTROL
 JH0009  ___________________________________________________________________
 JH0009* NAD 83(1986)-  38 48 54.     (N)    100 30 08.     (W)     SCALED    
 JH0009* NAVD 88     -       799.167  (meters)    2621.93   (feet)  ADJUSTED  
 JH0009  ___________________________________________________________________
 JH0009  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 JH0009  DYNAMIC HT  -         798.527 (meters)    2619.83  (feet)  COMP
 JH0009  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 JH0009
 JH0009  VERT ORDER  -  SECOND    CLASS 0
 JH0009
 JH0009.The horizontal coordinates were scaled from a topographic map and have
 JH0009.an estimated accuracy of +/- 6 seconds.
 JH0009
 JH0009.The orthometric height was determined by differential leveling
 JH0009.and adjusted by the National Geodetic Survey in June 1991..
 JH0009
 JH0009.The geoid height was determined by GEOID03.
 JH0009
 JH0009.The dynamic height is computed by dividing the NAVD 88
 JH0009.geopotential number by the normal gravity value computed on the
 JH0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0009.degrees latitude (g = 980.6199 gals.).
 JH0009
 JH0009.The modeled gravity was interpolated from observed gravity values.
 JH0009
 JH0009;                    North         East    Units  Estimated Accuracy
 JH0009;SPC KS N     -    56,470.      182,710.      MT  (+/- 180 meters Scaled)
 JH0009
 JH0009                          SUPERSEDED SURVEY CONTROL
 JH0009
 JH0009  NGVD 29 (??/??/92)  798.860  (m)         2620.93   (f) ADJ UNCH    2 0
 JH0009
 JH0009.Superseded values are not recommended for survey control.
 JH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0009.See file dsdata.txt to determine how the superseded data were derived.
 JH0009
 JH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH695973(NAD 83)
 JH0009_MARKER: DB = BENCH MARK DISK
 JH0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0009_STAMPING: H 151 1934
 JH0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0009+STABILITY: SURFACE MOTION
 JH0009
 JH0009  HISTORY     - Date     Condition        Report By
 JH0009  HISTORY     - 1934     MONUMENTED       CGS
 JH0009
 JH0009                          STATION DESCRIPTION
 JH0009
 JH0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0009'10.6 MI S FROM GOVE.
 JH0009'10.6 MILES SOUTH ALONG A SURFACED ROAD (OLD STATE HIGHWAY 23)
 JH0009'FROM THE COURTHOUSE AT GOVE, GOVE COUNTY, AT THE JUNCTION OF
 JH0009'COUNTY HIGHWAY 489 AND STATE HIGHWAY 23, IN THE CENTER OF THE
 JH0009'TRIANGLE FORMED BY THE ROADS, 50 FEET NORTH OF THE CENTER LINE
 JH0009'OF THE EAST-AND-WEST ROAD, AND 30 FEET EAST OF THE CENTER LINE
 JH0009'OF THE NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED H 151 1934
 JH0009'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0052 ***********************************************************************
 KH0052  DESIGNATION -  H 152
 KH0052  PID         -  KH0052
 KH0052  STATE/COUNTY-  KS/SHERIDAN
 KH0052  USGS QUAD   -  HOXIE NW (1979)
 KH0052
 KH0052                         *CURRENT SURVEY CONTROL
 KH0052  ___________________________________________________________________
 KH0052* NAD 83(1986)-  39 24 41.     (N)    100 26 32.     (W)     SCALED    
 KH0052* NAVD 88     -       829.778  (meters)    2722.36   (feet)  ADJUSTED  
 KH0052  ___________________________________________________________________
 KH0052  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 KH0052  DYNAMIC HT  -         829.153 (meters)    2720.31  (feet)  COMP
 KH0052  MODELED GRAV-     979,846.1   (mgal)                       NAVD 88
 KH0052
 KH0052  VERT ORDER  -  SECOND    CLASS 0
 KH0052
 KH0052.The horizontal coordinates were scaled from a topographic map and have
 KH0052.an estimated accuracy of +/- 6 seconds.
 KH0052
 KH0052.The orthometric height was determined by differential leveling
 KH0052.and adjusted by the National Geodetic Survey in June 1991..
 KH0052
 KH0052.The geoid height was determined by GEOID03.
 KH0052
 KH0052.The dynamic height is computed by dividing the NAVD 88
 KH0052.geopotential number by the normal gravity value computed on the
 KH0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0052.degrees latitude (g = 980.6199 gals.).
 KH0052
 KH0052.The modeled gravity was interpolated from observed gravity values.
 KH0052
 KH0052;                    North         East    Units  Estimated Accuracy
 KH0052;SPC KS N     -   122,510.      189,700.      MT  (+/- 180 meters Scaled)
 KH0052
 KH0052                          SUPERSEDED SURVEY CONTROL
 KH0052
 KH0052  NGVD 29 (??/??/92)  829.466  (m)         2721.34   (f) ADJ UNCH    2 0
 KH0052
 KH0052.Superseded values are not recommended for survey control.
 KH0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0052.See file dsdata.txt to determine how the superseded data were derived.
 KH0052
 KH0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ758634(NAD 83)
 KH0052_MARKER: DB = BENCH MARK DISK
 KH0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0052_SP_SET: BRIDGE
 KH0052_STAMPING: H 152 1934
 KH0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0052
 KH0052  HISTORY     - Date     Condition        Report By
 KH0052  HISTORY     - 1934     MONUMENTED       CGS
 KH0052
 KH0052                          STATION DESCRIPTION
 KH0052
 KH0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0052'4.7 MI N FROM HOXIE.
 KH0052'4.7 MILES NORTH OF UNION PACIFIC STATION AT HOXIE ABOUT 700 FEET
 KH0052'NORTH OF A WIND MILL, IN THE SOUTHEAST END OF A CONCRETE BRIDGE
 KH0052'ON STATE HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0053 ***********************************************************************
 KH0053  DESIGNATION -  H 152 RESET
 KH0053  PID         -  KH0053
 KH0053  STATE/COUNTY-  KS/SHERIDAN
 KH0053  USGS QUAD   -  HOXIE NW (1979)
 KH0053
 KH0053                         *CURRENT SURVEY CONTROL
 KH0053  ___________________________________________________________________
 KH0053* NAD 83(1986)-  39 24 41.     (N)    100 26 32.     (W)     SCALED    
 KH0053* NAVD 88     -       831.50   (meters)    2728.0    (feet)  RESET     
 KH0053  ___________________________________________________________________
 KH0053  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 KH0053
 KH0053  VERT ORDER  -  THIRD
 KH0053
 KH0053.The horizontal coordinates were scaled from a topographic map and have
 KH0053.an estimated accuracy of +/- 6 seconds.
 KH0053
 KH0053.The orthometric height was computed from unverified reset data.
 KH0053
 KH0053.The geoid height was determined by GEOID03.
 KH0053
 KH0053;                    North         East    Units  Estimated Accuracy
 KH0053;SPC KS N     -   122,510.      189,700.      MT  (+/- 180 meters Scaled)
 KH0053
 KH0053                          SUPERSEDED SURVEY CONTROL
 KH0053
 KH0053.No superseded survey control is available for this station.
 KH0053
 KH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ758634(NAD 83)
 KH0053_MARKER: DB = BENCH MARK DISK
 KH0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0053_STAMPING: H-152 RESET 1946
 KH0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0053+STABILITY: SURFACE MOTION
 KH0053
 KH0053  HISTORY     - Date     Condition        Report By
 KH0053  HISTORY     - 1946     MONUMENTED       CGS
 KH0053
 KH0053                          STATION DESCRIPTION
 KH0053
 KH0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KH0053'4.7 MI N FROM HOXIE.
 KH0053'ABOUT 4.7 MILES NORTH ALONG STATE HIGHWAY K-23 FROM THE UNION
 KH0053'PACIFIC RAILROAD STATION AT HOXIE, SHERIDAN COUNTY, ABOUT 700 FT
 KH0053'NORTH OF A WINDMILL AND THE SE 1/4 CORNER, SEC. 28, T7S, R28W,
 KH0053'ABOUT 200 FT SOUTH OF SKEWED CONCRETE CULVERT ABOUT 60 FEET WEST
 KH0053'OF THE CENTERLINE OF K-23 IN THE FENCE LINE AND NEAR THE TOP OF A
 KH0053'SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0190 ***********************************************************************
 KH0190  DESIGNATION -  H 154
 KH0190  PID         -  KH0190
 KH0190  STATE/COUNTY-  KS/THOMAS
 KH0190  USGS QUAD   -  GEM (1979)
 KH0190
 KH0190                         *CURRENT SURVEY CONTROL
 KH0190  ___________________________________________________________________
 KH0190* NAD 83(1986)-  39 23 21.     (N)    100 59 55.     (W)     SCALED    
 KH0190* NAVD 88     -       969.576  (meters)    3181.02   (feet)  ADJUSTED  
 KH0190  ___________________________________________________________________
 KH0190  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KH0190  DYNAMIC HT  -         968.812 (meters)    3178.51  (feet)  COMP
 KH0190  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 KH0190
 KH0190  VERT ORDER  -  SECOND    CLASS 0
 KH0190
 KH0190.The horizontal coordinates were scaled from a topographic map and have
 KH0190.an estimated accuracy of +/- 6 seconds.
 KH0190
 KH0190.The orthometric height was determined by differential leveling
 KH0190.and adjusted by the National Geodetic Survey in June 1991..
 KH0190
 KH0190.The geoid height was determined by GEOID03.
 KH0190
 KH0190.The dynamic height is computed by dividing the NAVD 88
 KH0190.geopotential number by the normal gravity value computed on the
 KH0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0190.degrees latitude (g = 980.6199 gals.).
 KH0190
 KH0190.The modeled gravity was interpolated from observed gravity values.
 KH0190
 KH0190;                    North         East    Units  Estimated Accuracy
 KH0190;SPC KS N     -   121,490.      141,730.      MT  (+/- 180 meters Scaled)
 KH0190
 KH0190                          SUPERSEDED SURVEY CONTROL
 KH0190
 KH0190  NGVD 29 (??/??/92)  969.210  (m)         3179.82   (f) ADJ UNCH    2 0
 KH0190
 KH0190.Superseded values are not recommended for survey control.
 KH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0190.See file dsdata.txt to determine how the superseded data were derived.
 KH0190
 KH0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ278618(NAD 83)
 KH0190_MARKER: DB = BENCH MARK DISK
 KH0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0190_STAMPING: H 154 1934
 KH0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0190+STABILITY: SURFACE MOTION
 KH0190
 KH0190  HISTORY     - Date     Condition        Report By
 KH0190  HISTORY     - 1934     MONUMENTED       CGS
 KH0190  HISTORY     - 1962     GOOD             NGS
 KH0190
 KH0190                          STATION DESCRIPTION
 KH0190
 KH0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KH0190'3 MI E FROM COLBY.
 KH0190'3.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0190'CONSOLIDATED SCHOOL AT COLBY, THOMAS COUNTY, 100 FEET EAST OF
 KH0190'MILEPOST 201, AT A ROAD CROSSING, 20 FEET WEST OF THE CENTERLINE
 KH0190'OF THE ROAD, AND 18 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 KH0190'A STANDARD DISK, STAMPED H 154 1934 AND SET IN THE TOP OF A
 KH0190'CONCRETE POST.  NOTE-- THE MONUMENT IS TIPPED ABOUT 5 DEGREES
 KH0190'AND PROJECTS 15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0117 ***********************************************************************
 KH0117  DESIGNATION -  H 155
 KH0117  PID         -  KH0117
 KH0117  STATE/COUNTY-  KS/GRAHAM
 KH0117  USGS QUAD   -  MORLAND (1979)
 KH0117
 KH0117                         *CURRENT SURVEY CONTROL
 KH0117  ___________________________________________________________________
 KH0117* NAD 83(1986)-  39 21 05.     (N)    100 04 44.     (W)     SCALED    
 KH0117* NAVD 88     -       702.974  (meters)    2306.34   (feet)  ADJUSTED  
 KH0117  ___________________________________________________________________
 KH0117  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 KH0117  DYNAMIC HT  -         702.463 (meters)    2304.66  (feet)  COMP
 KH0117  MODELED GRAV-     979,877.6   (mgal)                       NAVD 88
 KH0117
 KH0117  VERT ORDER  -  SECOND    CLASS 0
 KH0117
 KH0117.The horizontal coordinates were scaled from a topographic map and have
 KH0117.an estimated accuracy of +/- 6 seconds.
 KH0117
 KH0117.The orthometric height was determined by differential leveling
 KH0117.and adjusted by the National Geodetic Survey in June 1991..
 KH0117
 KH0117.The geoid height was determined by GEOID03.
 KH0117
 KH0117.The dynamic height is computed by dividing the NAVD 88
 KH0117.geopotential number by the normal gravity value computed on the
 KH0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0117.degrees latitude (g = 980.6199 gals.).
 KH0117
 KH0117.The modeled gravity was interpolated from observed gravity values.
 KH0117
 KH0117;                    North         East    Units  Estimated Accuracy
 KH0117;SPC KS N     -   115,070.      220,830.      MT  (+/- 180 meters Scaled)
 KH0117
 KH0117                          SUPERSEDED SURVEY CONTROL
 KH0117
 KH0117  NGVD 29 (??/??/92)  702.709  (m)         2305.47   (f) ADJ UNCH    2 0
 KH0117
 KH0117.Superseded values are not recommended for survey control.
 KH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0117.See file dsdata.txt to determine how the superseded data were derived.
 KH0117
 KH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ070563(NAD 83)
 KH0117_MARKER: DB = BENCH MARK DISK
 KH0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0117_SP_SET: RETAINING WALL
 KH0117_STAMPING: H 155 1934
 KH0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0117
 KH0117  HISTORY     - Date     Condition        Report By
 KH0117  HISTORY     - 1934     MONUMENTED       CGS
 KH0117
 KH0117                          STATION DESCRIPTION
 KH0117
 KH0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0117'AT MORLAND.
 KH0117'AT MORLAND, GRAHAM COUNTY, ON THE UNION PACIFIC RAILROAD, AT
 KH0117'MILEAGE 150.45, 200 FEET EAST OF THE BRIDGE OVER SOUTH FORK OF
 KH0117'SOLOMON RIVER, 150 FEET WEST OF A SECTION HOUSE, 60 FEET SOUTH
 KH0117'OF THE CENTERLINE OF THE TRACK, AND IN A CONCRETE RETAINING WALL.
 KH0117'A STANDARD DISK, STAMPED H 155 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0249 ***********************************************************************
 KH0249  DESIGNATION -  H 156
 KH0249  PID         -  KH0249
 KH0249  STATE/COUNTY-  KS/DECATUR
 KH0249  USGS QUAD   -  OBERLIN NE (1978)
 KH0249
 KH0249                         *CURRENT SURVEY CONTROL
 KH0249  ___________________________________________________________________
 KH0249* NAD 83(1986)-  39 58 47.     (N)    100 33 31.     (W)     SCALED    
 KH0249* NAVD 88     -       777.110  (meters)    2549.57   (feet)  ADJUSTED  
 KH0249  ___________________________________________________________________
 KH0249  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KH0249  DYNAMIC HT  -         776.576 (meters)    2547.82  (feet)  COMP
 KH0249  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 KH0249
 KH0249  VERT ORDER  -  SECOND    CLASS 0
 KH0249
 KH0249.The horizontal coordinates were scaled from a topographic map and have
 KH0249.an estimated accuracy of +/- 6 seconds.
 KH0249
 KH0249.The orthometric height was determined by differential leveling
 KH0249.and adjusted by the National Geodetic Survey in June 1991..
 KH0249
 KH0249.The geoid height was determined by GEOID03.
 KH0249
 KH0249.The dynamic height is computed by dividing the NAVD 88
 KH0249.geopotential number by the normal gravity value computed on the
 KH0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0249.degrees latitude (g = 980.6199 gals.).
 KH0249
 KH0249.The modeled gravity was interpolated from observed gravity values.
 KH0249
 KH0249;                    North         East    Units  Estimated Accuracy
 KH0249;SPC KS N     -   185,870.      181,470.      MT  (+/- 180 meters Scaled)
 KH0249
 KH0249                          SUPERSEDED SURVEY CONTROL
 KH0249
 KH0249  NGVD 29 (??/??/92)  776.806  (m)         2548.57   (f) ADJ UNCH    2 0
 KH0249
 KH0249.Superseded values are not recommended for survey control.
 KH0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0249.See file dsdata.txt to determine how the superseded data were derived.
 KH0249
 KH0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK669266(NAD 83)
 KH0249_MARKER: DB = BENCH MARK DISK
 KH0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0249_STAMPING: H 156 1934
 KH0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0249+STABILITY: SURFACE MOTION
 KH0249
 KH0249  HISTORY     - Date     Condition        Report By
 KH0249  HISTORY     - 1934     MONUMENTED       CGS
 KH0249  HISTORY     - 1971     GOOD             NGS
 KH0249
 KH0249                          STATION DESCRIPTION
 KH0249
 KH0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0249'AT CEDAR BLUFFS.
 KH0249'AT CEDAR BLUFFS 120 FEET EAST OF BURLINGTON STATION, 70 FEET EAST
 KH0249'OF CENTERLINE OF U.S. HIGHWAY 83, 30 FEET SOUTH OF CENTERLINE
 KH0249'OF MAIN C.B. AND Q. RR. TRACK.
 KH0249
 KH0249                          STATION RECOVERY (1971)
 KH0249
 KH0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KH0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0239 ***********************************************************************
 KG0239  DESIGNATION -  H 157
 KG0239  PID         -  KG0239
 KG0239  STATE/COUNTY-  KS/PHILLIPS
 KG0239  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0239
 KG0239                         *CURRENT SURVEY CONTROL
 KG0239  ___________________________________________________________________
 KG0239* NAD 83(1986)-  39 40 24.     (N)    099 18 33.     (W)     SCALED    
 KG0239* NAVD 88     -       543.075  (meters)    1781.74   (feet)  ADJUSTED  
 KG0239  ___________________________________________________________________
 KG0239  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 KG0239  DYNAMIC HT  -         542.721 (meters)    1780.58  (feet)  COMP
 KG0239  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 KG0239
 KG0239  VERT ORDER  -  SECOND    CLASS 0
 KG0239
 KG0239.The horizontal coordinates were scaled from a topographic map and have
 KG0239.an estimated accuracy of +/- 6 seconds.
 KG0239
 KG0239.The orthometric height was determined by differential leveling
 KG0239.and adjusted by the National Geodetic Survey in June 1991..
 KG0239
 KG0239.The geoid height was determined by GEOID03.
 KG0239
 KG0239.The dynamic height is computed by dividing the NAVD 88
 KG0239.geopotential number by the normal gravity value computed on the
 KG0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0239.degrees latitude (g = 980.6199 gals.).
 KG0239
 KG0239.The modeled gravity was interpolated from observed gravity values.
 KG0239
 KG0239;                    North         East    Units  Estimated Accuracy
 KG0239;SPC KS N     -   149,570.      287,680.      MT  (+/- 180 meters Scaled)
 KG0239
 KG0239                          SUPERSEDED SURVEY CONTROL
 KG0239
 KG0239  NGVD 29 (??/??/92)  542.843  (m)         1780.98   (f) ADJ UNCH    2 0
 KG0239
 KG0239.Superseded values are not recommended for survey control.
 KG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0239.See file dsdata.txt to determine how the superseded data were derived.
 KG0239
 KG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ734915(NAD 83)
 KG0239_MARKER: DB = BENCH MARK DISK
 KG0239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0239_SP_SET: BRIDGE ABUTMENT
 KG0239_STAMPING: H 157 1934
 KG0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0239
 KG0239  HISTORY     - Date     Condition        Report By
 KG0239  HISTORY     - 1934     MONUMENTED       CGS
 KG0239  HISTORY     - 1976     GOOD             KSDT
 KG0239  HISTORY     - 1985     SEE DESCRIPTION  NGS
 KG0239
 KG0239                          STATION DESCRIPTION
 KG0239
 KG0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0239'0.8 MI S FROM GLADE.
 KG0239'0.8 MILES SOUTH OF CHURCH AT GLADE ON STATE HWY. 1 IN THE
 KG0239'SOUTHWEST ABUTMENT OF LONG CONCRETE BRIDGE 1-19 OVER THE SOLOMON
 KG0239'RIVER, ON STATE HIGHWAY 1.
 KG0239
 KG0239                          STATION RECOVERY (1976)
 KG0239
 KG0239'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1976
 KG0239'RECOVERED IN GOOD CONDITION.
 KG0239
 KG0239                          STATION RECOVERY (1985)
 KG0239
 KG0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KG0239'U.S HIGHWAY 183 WHICH WILL RESULT IN THE BRIDGE. THE MARK IS ON BEING
 KG0239'REPLACED WITH A NEW STRUCTURED A NEW DISK, STAMPED H 157 RESET 1985,
 KG0239'WAS FURNISHED TO THE HANSAS DEPARTMENT OF TRANPORTATIONS PHILLIPSBURG
 KG0239'OFFICE. THAT OFFICE WILL PLACE THE NEW DISK IN THE NEW STRUCTURE AND
 KG0239'DETERMINE ITS ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0286 ***********************************************************************
 KG0286  DESIGNATION -  H 158
 KG0286  PID         -  KG0286
 KG0286  STATE/COUNTY-  KS/ELLIS
 KG0286  USGS QUAD   -  PLAINVILLE SE (1978)
 KG0286
 KG0286                         *CURRENT SURVEY CONTROL
 KG0286  ___________________________________________________________________
 KG0286* NAD 83(1986)-  39 00 33.     (N)    099 18 58.     (W)     SCALED    
 KG0286* NAVD 88     -       660.821  (meters)    2168.04   (feet)  ADJUSTED  
 KG0286  ___________________________________________________________________
 KG0286  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 KG0286  DYNAMIC HT  -         660.333 (meters)    2166.44  (feet)  COMP
 KG0286  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 KG0286
 KG0286  VERT ORDER  -  SECOND    CLASS 0
 KG0286
 KG0286.The horizontal coordinates were scaled from a topographic map and have
 KG0286.an estimated accuracy of +/- 6 seconds.
 KG0286
 KG0286.The orthometric height was determined by differential leveling
 KG0286.and adjusted by the National Geodetic Survey in June 1991..
 KG0286
 KG0286.The geoid height was determined by GEOID03.
 KG0286
 KG0286.The dynamic height is computed by dividing the NAVD 88
 KG0286.geopotential number by the normal gravity value computed on the
 KG0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0286.degrees latitude (g = 980.6199 gals.).
 KG0286
 KG0286.The modeled gravity was interpolated from observed gravity values.
 KG0286
 KG0286;                    North         East    Units  Estimated Accuracy
 KG0286;SPC KS N     -    75,850.      286,010.      MT  (+/- 180 meters Scaled)
 KG0286
 KG0286                          SUPERSEDED SURVEY CONTROL
 KG0286
 KG0286  NGVD 29 (??/??/92)  660.562  (m)         2167.19   (f) ADJ UNCH    2 0
 KG0286
 KG0286.Superseded values are not recommended for survey control.
 KG0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0286.See file dsdata.txt to determine how the superseded data were derived.
 KG0286
 KG0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ726178(NAD 83)
 KG0286_MARKER: DB = BENCH MARK DISK
 KG0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0286_SP_SET: CULVERT
 KG0286_STAMPING: H 158 1934
 KG0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0286
 KG0286  HISTORY     - Date     Condition        Report By
 KG0286  HISTORY     - 1934     MONUMENTED       CGS
 KG0286
 KG0286                          STATION DESCRIPTION
 KG0286
 KG0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0286'11.3 MI N FROM HAYS.
 KG0286'11.3 MILES NORTH OF WASHINGTON SCHOOL AT HAYS, 200 FEET NORTH
 KG0286'OF A FENCE CORNER, IN CENTER OF WEST HEADWALL OF LARGE CONCRETE
 KG0286'CULVERT ON STATE HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0421 ***********************************************************************
 KG0421  DESIGNATION -  H 159
 KG0421  PID         -  KG0421
 KG0421  STATE/COUNTY-  KS/NORTON
 KG0421  USGS QUAD   -  CALVERT (1978)
 KG0421
 KG0421                         *CURRENT SURVEY CONTROL
 KG0421  ___________________________________________________________________
 KG0421* NAD 83(1986)-  39 50 22.     (N)    099 49 24.     (W)     SCALED    
 KG0421* NAVD 88     -       676.424  (meters)    2219.23   (feet)  ADJUSTED  
 KG0421  ___________________________________________________________________
 KG0421  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KG0421  DYNAMIC HT  -         675.981 (meters)    2217.78  (feet)  COMP
 KG0421  MODELED GRAV-     979,949.2   (mgal)                       NAVD 88
 KG0421
 KG0421  VERT ORDER  -  SECOND    CLASS 0
 KG0421
 KG0421.The horizontal coordinates were scaled from a topographic map and have
 KG0421.an estimated accuracy of +/- 6 seconds.
 KG0421
 KG0421.The orthometric height was determined by differential leveling
 KG0421.and adjusted by the National Geodetic Survey in June 1991..
 KG0421
 KG0421.The geoid height was determined by GEOID03.
 KG0421
 KG0421.The dynamic height is computed by dividing the NAVD 88
 KG0421.geopotential number by the normal gravity value computed on the
 KG0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0421.degrees latitude (g = 980.6199 gals.).
 KG0421
 KG0421.The modeled gravity was interpolated from observed gravity values.
 KG0421
 KG0421;                    North         East    Units  Estimated Accuracy
 KG0421;SPC KS N     -   168,770.      243,940.      MT  (+/- 180 meters Scaled)
 KG0421
 KG0421                          SUPERSEDED SURVEY CONTROL
 KG0421
 KG0421  NGVD 29 (??/??/92)  676.166  (m)         2218.39   (f) ADJ UNCH    2 0
 KG0421
 KG0421.Superseded values are not recommended for survey control.
 KG0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0421.See file dsdata.txt to determine how the superseded data were derived.
 KG0421
 KG0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK295102(NAD 83)
 KG0421_MARKER: DB = BENCH MARK DISK
 KG0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0421_STAMPING: H 159 1934
 KG0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0421+STABILITY: SURFACE MOTION
 KG0421
 KG0421  HISTORY     - Date     Condition        Report By
 KG0421  HISTORY     - 1934     MONUMENTED       CGS
 KG0421  HISTORY     - 1941     GOOD             NGS
 KG0421
 KG0421                          STATION DESCRIPTION
 KG0421
 KG0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0421'4 MI NE FROM NORTON.
 KG0421'4.0 MILES NORTHEAST OF ROCK ISLAND STATION AT NORTON, 6 POLES
 KG0421'WEST OF MILEPOST 35, 45 FEET NORTH OF CENTERLINE OF C.B. AND Q.
 KG0421'RR. TRACK, 25 FEET EAST OF RAILROAD CROSSING, IN FENCE CORNER.
 KG0421
 KG0421                          STATION RECOVERY (1941)
 KG0421
 KG0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KG0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0127 ***********************************************************************
 HF0127  DESIGNATION -  H 16
 HF0127  PID         -  HF0127
 HF0127  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0127  USGS QUAD   -  PERU (1979)
 HF0127
 HF0127                         *CURRENT SURVEY CONTROL
 HF0127  ___________________________________________________________________
 HF0127* NAD 83(1986)-  37 05 37.     (N)    096 07 02.     (W)     SCALED    
 HF0127* NAVD 88     -       243.950  (meters)     800.36   (feet)  ADJUSTED  
 HF0127  ___________________________________________________________________
 HF0127  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HF0127  DYNAMIC HT  -         243.752 (meters)     799.71  (feet)  COMP
 HF0127  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 HF0127
 HF0127  VERT ORDER  -  FIRST     CLASS II
 HF0127
 HF0127.The horizontal coordinates were scaled from a topographic map and have
 HF0127.an estimated accuracy of +/- 6 seconds.
 HF0127
 HF0127.The orthometric height was determined by differential leveling
 HF0127.and adjusted by the National Geodetic Survey in June 1991..
 HF0127
 HF0127.The geoid height was determined by GEOID03.
 HF0127
 HF0127.The dynamic height is computed by dividing the NAVD 88
 HF0127.geopotential number by the normal gravity value computed on the
 HF0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0127.degrees latitude (g = 980.6199 gals.).
 HF0127
 HF0127.The modeled gravity was interpolated from observed gravity values.
 HF0127
 HF0127;                    North         East    Units  Estimated Accuracy
 HF0127;SPC KS S     -   450,090.      611,820.      MT  (+/- 180 meters Scaled)
 HF0127
 HF0127                          SUPERSEDED SURVEY CONTROL
 HF0127
 HF0127  NGVD 29 (??/??/92)  243.810  (m)          799.90   (f) ADJ UNCH    1 2
 HF0127
 HF0127.Superseded values are not recommended for survey control.
 HF0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0127.See file dsdata.txt to determine how the superseded data were derived.
 HF0127
 HF0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG562091(NAD 83)
 HF0127_MARKER: DB = BENCH MARK DISK
 HF0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0127_STAMPING: H 16 1933
 HF0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0127+STABILITY: SURFACE MOTION
 HF0127
 HF0127  HISTORY     - Date     Condition        Report By
 HF0127  HISTORY     - 1933     MONUMENTED       CGS
 HF0127
 HF0127                          STATION DESCRIPTION
 HF0127
 HF0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0127'1.2 MI W FROM PERU.
 HF0127'ABOUT 1-1/4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0127'PERU, CHAUTAUQUA COUNTY, ABOUT 23 POLES WEST OF MILEPOST 454,
 HF0127'ABOUT 20 YARDS WEST OF A FARM-ROAD CROSSING, ABOUT 18 YARDS
 HF0127'NORTH OF THE CENTER LINE OF THE TRACK, AND AT A FENCE.  A
 HF0127'STANDARD DISK, STAMPED H 16 1933 AND SET IN THE TOP OF A CONCRETE
 HF0127'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0190 ***********************************************************************
 KG0190  DESIGNATION -  H 160
 KG0190  PID         -  KG0190
 KG0190  STATE/COUNTY-  KS/SMITH
 KG0190  USGS QUAD   -  CEDAR (1973)
 KG0190
 KG0190                         *CURRENT SURVEY CONTROL
 KG0190  ___________________________________________________________________
 KG0190* NAD 83(1986)-  39 39 25.     (N)    098 57 12.     (W)     SCALED    
 KG0190* NAVD 88     -       500.484  (meters)    1642.00   (feet)  ADJUSTED  
 KG0190  ___________________________________________________________________
 KG0190  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 KG0190  DYNAMIC HT  -         500.164 (meters)    1640.95  (feet)  COMP
 KG0190  MODELED GRAV-     979,972.2   (mgal)                       NAVD 88
 KG0190
 KG0190  VERT ORDER  -  SECOND    CLASS 0
 KG0190
 KG0190.The horizontal coordinates were scaled from a topographic map and have
 KG0190.an estimated accuracy of +/- 6 seconds.
 KG0190
 KG0190.The orthometric height was determined by differential leveling
 KG0190.and adjusted by the National Geodetic Survey in June 1991..
 KG0190
 KG0190.The geoid height was determined by GEOID03.
 KG0190
 KG0190.The dynamic height is computed by dividing the NAVD 88
 KG0190.geopotential number by the normal gravity value computed on the
 KG0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0190.degrees latitude (g = 980.6199 gals.).
 KG0190
 KG0190.The modeled gravity was interpolated from observed gravity values.
 KG0190
 KG0190;                    North         East    Units  Estimated Accuracy
 KG0190;SPC KS N     -   147,370.      318,190.      MT  (+/- 180 meters Scaled)
 KG0190
 KG0190                          SUPERSEDED SURVEY CONTROL
 KG0190
 KG0190  NGVD 29 (??/??/92)  500.272  (m)         1641.31   (f) ADJ UNCH    2 0
 KG0190
 KG0190.Superseded values are not recommended for survey control.
 KG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0190.See file dsdata.txt to determine how the superseded data were derived.
 KG0190
 KG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ040896(NAD 83)
 KG0190_MARKER: DB = BENCH MARK DISK
 KG0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0190_SP_SET: CULVERT
 KG0190_STAMPING: H 160 1934
 KG0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0190
 KG0190  HISTORY     - Date     Condition        Report By
 KG0190  HISTORY     - 1934     MONUMENTED       CGS
 KG0190
 KG0190                          STATION DESCRIPTION
 KG0190
 KG0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0190'0.7 MI W FROM CEDAR.
 KG0190'0.7 MILES WEST OF MISSOURI PACIFIC STATION AT CEDAR 1 1/2 POLES
 KG0190'WEST OF MILEAGE POST 563.30, 110 FEET EAST OF RAILROAD CROSSING
 KG0190'AND STATE HIGHWAY 9, IN THE NORTHEAST END OF LARGE GRANITE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0249 ***********************************************************************
 KG0249  DESIGNATION -  H 161
 KG0249  PID         -  KG0249
 KG0249  STATE/COUNTY-  KS/PHILLIPS
 KG0249  USGS QUAD   -  SPEED (1972)
 KG0249
 KG0249                         *CURRENT SURVEY CONTROL
 KG0249  ___________________________________________________________________
 KG0249* NAD 83(1986)-  39 40 36.     (N)    099 25 18.     (W)     SCALED    
 KG0249* NAVD 88     -       564.068  (meters)    1850.61   (feet)  ADJUSTED  
 KG0249  ___________________________________________________________________
 KG0249  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 KG0249  DYNAMIC HT  -         563.697 (meters)    1849.40  (feet)  COMP
 KG0249  MODELED GRAV-     979,951.3   (mgal)                       NAVD 88
 KG0249
 KG0249  VERT ORDER  -  SECOND    CLASS 0
 KG0249
 KG0249.The horizontal coordinates were scaled from a topographic map and have
 KG0249.an estimated accuracy of +/- 6 seconds.
 KG0249
 KG0249.The orthometric height was determined by differential leveling
 KG0249.and adjusted by the National Geodetic Survey in June 1991..
 KG0249
 KG0249.The geoid height was determined by GEOID03.
 KG0249
 KG0249.The dynamic height is computed by dividing the NAVD 88
 KG0249.geopotential number by the normal gravity value computed on the
 KG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0249.degrees latitude (g = 980.6199 gals.).
 KG0249
 KG0249.The modeled gravity was interpolated from observed gravity values.
 KG0249
 KG0249;                    North         East    Units  Estimated Accuracy
 KG0249;SPC KS N     -   150,090.      278,040.      MT  (+/- 180 meters Scaled)
 KG0249
 KG0249                          SUPERSEDED SURVEY CONTROL
 KG0249
 KG0249  NGVD 29 (??/??/92)  563.829  (m)         1849.83   (f) ADJ UNCH    2 0
 KG0249
 KG0249.Superseded values are not recommended for survey control.
 KG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0249.See file dsdata.txt to determine how the superseded data were derived.
 KG0249
 KG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ638919(NAD 83)
 KG0249_MARKER: DB = BENCH MARK DISK
 KG0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0249_STAMPING: H 161 1934
 KG0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0249+STABILITY: SURFACE MOTION
 KG0249
 KG0249  HISTORY     - Date     Condition        Report By
 KG0249  HISTORY     - 1934     MONUMENTED       CGS
 KG0249  HISTORY     - 1971     MARK NOT FOUND   NGS
 KG0249
 KG0249                          STATION DESCRIPTION
 KG0249
 KG0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0249'AT SPEED.
 KG0249'AT SPEED 3 POLES WEST OF MISSOURI PACIFIC RR. STATION, AT
 KG0249'MILEAGE POST 589.40.  30 FEET SOUTH OF CENTERLINE OF TRACK, 12
 KG0249'FEET WEST OF CROSSING.
 KG0249
 KG0249                          STATION RECOVERY (1971)
 KG0249
 KG0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KG0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0358 ***********************************************************************
 KG0358  DESIGNATION -  H 162
 KG0358  PID         -  KG0358
 KG0358  STATE/COUNTY-  KS/GRAHAM
 KG0358  USGS QUAD   -  BOGUE (1979)
 KG0358
 KG0358                         *CURRENT SURVEY CONTROL
 KG0358  ___________________________________________________________________
 KG0358* NAD 83(1986)-  39 21 46.     (N)    099 41 19.     (W)     SCALED    
 KG0358* NAVD 88     -       621.653  (meters)    2039.54   (feet)  ADJUSTED  
 KG0358  ___________________________________________________________________
 KG0358  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 KG0358  DYNAMIC HT  -         621.214 (meters)    2038.10  (feet)  COMP
 KG0358  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 KG0358
 KG0358  VERT ORDER  -  SECOND    CLASS 0
 KG0358
 KG0358.The horizontal coordinates were scaled from a topographic map and have
 KG0358.an estimated accuracy of +/- 6 seconds.
 KG0358
 KG0358.The orthometric height was determined by differential leveling
 KG0358.and adjusted by the National Geodetic Survey in June 1991..
 KG0358
 KG0358.The geoid height was determined by GEOID03.
 KG0358
 KG0358.The dynamic height is computed by dividing the NAVD 88
 KG0358.geopotential number by the normal gravity value computed on the
 KG0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0358.degrees latitude (g = 980.6199 gals.).
 KG0358
 KG0358.The modeled gravity was interpolated from observed gravity values.
 KG0358
 KG0358;                    North         East    Units  Estimated Accuracy
 KG0358;SPC KS N     -   115,640.      254,490.      MT  (+/- 180 meters Scaled)
 KG0358
 KG0358                          SUPERSEDED SURVEY CONTROL
 KG0358
 KG0358  NGVD 29 (??/??/92)  621.420  (m)         2038.78   (f) ADJ UNCH    2 0
 KG0358
 KG0358.Superseded values are not recommended for survey control.
 KG0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0358.See file dsdata.txt to determine how the superseded data were derived.
 KG0358
 KG0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ406572(NAD 83)
 KG0358_MARKER: DB = BENCH MARK DISK
 KG0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0358_SP_SET: CONCRETE FOUNDATION
 KG0358_STAMPING: H 162 1934
 KG0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KG0358+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 KG0358
 KG0358  HISTORY     - Date     Condition        Report By
 KG0358  HISTORY     - 1934     MONUMENTED       CGS
 KG0358  HISTORY     - 1941     GOOD             NGS
 KG0358  HISTORY     - 20050215 GOOD             INDIV
 KG0358
 KG0358                          STATION DESCRIPTION
 KG0358
 KG0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0358'AT BOGUE.
 KG0358'AT BOGUE, GRAHAM COUNTY, 400 FEET WEST OF THE UNION PACIFIC
 KG0358'RAILROAD STATION, 63 FEET SOUTH OF THE MAIN TRACK, IN THE
 KG0358'CONCRETE FOUNDATION OF KANSAS POOL ELEVATOR 15, 4 INCHES EAST
 KG0358'OF THE NORTHWEST CORNER, AND 3 FEET ABOVE GROUND.  A STANDARD
 KG0358'DISK, STAMPED H 162 1934.
 KG0358
 KG0358                          STATION RECOVERY (2005)
 KG0358
 KG0358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 KG0358'FROM THE JUNCTION OF US 24 AND K18 HIGHWAYS GO SOUTH ALONG K 18 FOR 1
 KG0358'MILE, EXIT ON THE FIRST STREET INTO BOGUE AND GO SOUTH ALONG THIS
 KG0358'STREET FOR 0.18 MILES TO THE SECOND ELEVATOR ENTRANCE, TURN RIGHT AND
 KG0358'GO WEST + OR - 300 FEET.
 KG0358'H 162 (1934) A STANDARD BRASS DISK SET VERTICALLY IN THE WEST SIDE OF
 KG0358'THE NORTH FOUNDATION WALL FOR THE OLD WOOD ELEVATOR IN BOGUE KANSAS.
 KG0358' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0207 ***********************************************************************
 KG0207  DESIGNATION -  H 163
 KG0207  PID         -  KG0207
 KG0207  STATE/COUNTY-  KS/OSBORNE
 KG0207  USGS QUAD   -  DOWNS NORTH (1980)
 KG0207
 KG0207                         *CURRENT SURVEY CONTROL
 KG0207  ___________________________________________________________________
 KG0207* NAD 83(1986)-  39 30 50.     (N)    098 34 53.     (W)     SCALED    
 KG0207* NAVD 88     -       458.353  (meters)    1503.78   (feet)  ADJUSTED  
 KG0207  ___________________________________________________________________
 KG0207  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 KG0207  DYNAMIC HT  -         458.060 (meters)    1502.82  (feet)  COMP
 KG0207  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 KG0207
 KG0207  VERT ORDER  -  SECOND    CLASS 0
 KG0207
 KG0207.The horizontal coordinates were scaled from a topographic map and have
 KG0207.an estimated accuracy of +/- 6 seconds.
 KG0207
 KG0207.The orthometric height was determined by differential leveling
 KG0207.and adjusted by the National Geodetic Survey in June 1991..
 KG0207
 KG0207.The geoid height was determined by GEOID03.
 KG0207
 KG0207.The dynamic height is computed by dividing the NAVD 88
 KG0207.geopotential number by the normal gravity value computed on the
 KG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0207.degrees latitude (g = 980.6199 gals.).
 KG0207
 KG0207.The modeled gravity was interpolated from observed gravity values.
 KG0207
 KG0207;                    North         East    Units  Estimated Accuracy
 KG0207;SPC KS N     -   131,220.      350,010.      MT  (+/- 180 meters Scaled)
 KG0207
 KG0207                          SUPERSEDED SURVEY CONTROL
 KG0207
 KG0207  NGVD 29 (??/??/92)  458.165  (m)         1503.16   (f) ADJ UNCH    2 0
 KG0207
 KG0207.Superseded values are not recommended for survey control.
 KG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0207.See file dsdata.txt to determine how the superseded data were derived.
 KG0207
 KG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ359738(NAD 83)
 KG0207_MARKER: DB = BENCH MARK DISK
 KG0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0207_STAMPING: H 163 1934
 KG0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0207+STABILITY: SURFACE MOTION
 KG0207
 KG0207  HISTORY     - Date     Condition        Report By
 KG0207  HISTORY     - 1934     MONUMENTED       CGS
 KG0207
 KG0207                          STATION DESCRIPTION
 KG0207
 KG0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0207'2.2 MI NW FROM DOWNS.
 KG0207'2.2 MILES NORTHWEST OF MISSOURI PACIFIC STA. AT DOWNS AT MILEAGE
 KG0207'540.35.  50 FEET EAST OF CROSSING, 45 FEET NORTH OF CENTERLINE
 KG0207'OF MISSOURI PACIFIC RR. TRACK, 1 FOOT EAST OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0335 ***********************************************************************
 JG0335  DESIGNATION -  H 164
 JG0335  PID         -  JG0335
 JG0335  STATE/COUNTY-  KS/ELLIS
 JG0335  USGS QUAD   -  VICTORIA (1961)
 JG0335
 JG0335                         *CURRENT SURVEY CONTROL
 JG0335  ___________________________________________________________________
 JG0335* NAD 83(1986)-  38 50 55.     (N)    099 08 43.     (W)     SCALED    
 JG0335* NAVD 88     -       588.269  (meters)    1930.01   (feet)  ADJUSTED  
 JG0335  ___________________________________________________________________
 JG0335  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0335  DYNAMIC HT  -         587.840 (meters)    1928.61  (feet)  COMP
 JG0335  MODELED GRAV-     979,879.5   (mgal)                       NAVD 88
 JG0335
 JG0335  VERT ORDER  -  FIRST     CLASS II
 JG0335
 JG0335.The horizontal coordinates were scaled from a topographic map and have
 JG0335.an estimated accuracy of +/- 6 seconds.
 JG0335
 JG0335.The orthometric height was determined by differential leveling
 JG0335.and adjusted by the National Geodetic Survey in June 1991..
 JG0335
 JG0335.The geoid height was determined by GEOID03.
 JG0335
 JG0335.The dynamic height is computed by dividing the NAVD 88
 JG0335.geopotential number by the normal gravity value computed on the
 JG0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0335.degrees latitude (g = 980.6199 gals.).
 JG0335
 JG0335.The modeled gravity was interpolated from observed gravity values.
 JG0335
 JG0335;                    North         East    Units  Estimated Accuracy
 JG0335;SPC KS N     -    57,830.      300,580.      MT  (+/- 180 meters Scaled)
 JG0335
 JG0335                          SUPERSEDED SURVEY CONTROL
 JG0335
 JG0335  NGVD 29 (??/??/92)  588.025  (m)         1929.21   (f) ADJ UNCH    1 2
 JG0335
 JG0335.Superseded values are not recommended for survey control.
 JG0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0335.See file dsdata.txt to determine how the superseded data were derived.
 JG0335
 JG0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH873999(NAD 83)
 JG0335_MARKER: DB = BENCH MARK DISK
 JG0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0335_SP_SET: WALL
 JG0335_STAMPING: H 164 1934
 JG0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0335
 JG0335  HISTORY     - Date     Condition        Report By
 JG0335  HISTORY     - 1934     MONUMENTED       CGS
 JG0335  HISTORY     - 1953     GOOD             NGS
 JG0335
 JG0335                          STATION DESCRIPTION
 JG0335
 JG0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0335'AT VICTORIA.
 JG0335'AT VICTORIA, SET VERTICALLY IN THE EAST WALL OF THE FARMERS
 JG0335'NATIONAL BANK BUILDING, 3.6 FEET SOUTH OF THE SOUTH EDGE OF A DOOR
 JG0335'SILL, 1.4 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 3.6
 JG0335'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0110 ***********************************************************************
 KG0110  DESIGNATION -  H 165 RESET
 KG0110  PID         -  KG0110
 KG0110  STATE/COUNTY-  KS/OSBORNE
 KG0110  USGS QUAD   -  OSBORNE SW (1978)
 KG0110
 KG0110                         *CURRENT SURVEY CONTROL
 KG0110  ___________________________________________________________________
 KG0110* NAD 83(1986)-  39 16 04.     (N)    098 41 39.     (W)     SCALED    
 KG0110* NAVD 88     -       546.40   (meters)    1792.6    (feet)  RESET     
 KG0110  ___________________________________________________________________
 KG0110  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 KG0110
 KG0110  VERT ORDER  -  THIRD
 KG0110
 KG0110.The horizontal coordinates were scaled from a topographic map and have
 KG0110.an estimated accuracy of +/- 6 seconds.
 KG0110
 KG0110.The orthometric height was computed from unverified reset data.
 KG0110
 KG0110.The geoid height was determined by GEOID03.
 KG0110
 KG0110;                    North         East    Units  Estimated Accuracy
 KG0110;SPC KS N     -   103,960.      340,100.      MT  (+/- 180 meters Scaled)
 KG0110
 KG0110                          SUPERSEDED SURVEY CONTROL
 KG0110
 KG0110.No superseded survey control is available for this station.
 KG0110
 KG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ263465(NAD 83)
 KG0110_MARKER: DB = BENCH MARK DISK
 KG0110_SETTING: 0 = UNSPECIFIED SETTING
 KG0110_STAMPING: H 165 RESET 1941
 KG0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0110
 KG0110  HISTORY     - Date     Condition        Report By
 KG0110  HISTORY     - 1941     MONUMENTED       CGS
 KG0110  HISTORY     - 1949     GOOD             NGS
 KG0110  HISTORY     - 1949     GOOD             NGS
 KG0110
 KG0110                          STATION DESCRIPTION
 KG0110
 KG0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KG0110'11.9 MI S FROM OSBORNE.
 KG0110'ABOUT 11.9 MILES SOUTH OF OSBORNE, 0.35 MILE NORTH OF SECTION
 KG0110'CORNER AND 75 FEET EAST OF CENTERLINE OF HIGHWAY IN FENCELINE.
 KG0110
 KG0110                          STATION RECOVERY (1949)
 KG0110
 KG0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 KG0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0084 ***********************************************************************
 KG0084  DESIGNATION -  H 166
 KG0084  PID         -  KG0084
 KG0084  STATE/COUNTY-  KS/MITCHELL
 KG0084  USGS QUAD   -  BELOIT (1978)
 KG0084
 KG0084                         *CURRENT SURVEY CONTROL
 KG0084  ___________________________________________________________________
 KG0084* NAD 83(1986)-  39 25 54.     (N)    098 02 26.     (W)     SCALED    
 KG0084* NAVD 88     -       414.596  (meters)    1360.22   (feet)  ADJUSTED  
 KG0084  ___________________________________________________________________
 KG0084  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 KG0084  DYNAMIC HT  -         414.329 (meters)    1359.34  (feet)  COMP
 KG0084  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 KG0084
 KG0084  VERT ORDER  -  SECOND    CLASS 0
 KG0084
 KG0084.The horizontal coordinates were scaled from a topographic map and have
 KG0084.an estimated accuracy of +/- 6 seconds.
 KG0084
 KG0084.The orthometric height was determined by differential leveling
 KG0084.and adjusted by the National Geodetic Survey in June 1991..
 KG0084
 KG0084.The geoid height was determined by GEOID03.
 KG0084
 KG0084.The dynamic height is computed by dividing the NAVD 88
 KG0084.geopotential number by the normal gravity value computed on the
 KG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0084.degrees latitude (g = 980.6199 gals.).
 KG0084
 KG0084.The modeled gravity was interpolated from observed gravity values.
 KG0084
 KG0084;                    North         East    Units  Estimated Accuracy
 KG0084;SPC KS N     -   121,930.      396,510.      MT  (+/- 180 meters Scaled)
 KG0084
 KG0084                          SUPERSEDED SURVEY CONTROL
 KG0084
 KG0084  NGVD 29 (??/??/92)  414.440  (m)         1359.71   (f) ADJ UNCH    2 0
 KG0084
 KG0084.Superseded values are not recommended for survey control.
 KG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0084.See file dsdata.txt to determine how the superseded data were derived.
 KG0084
 KG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ825651(NAD 83)
 KG0084_MARKER: DB = BENCH MARK DISK
 KG0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0084_STAMPING: H 166 1934
 KG0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0084+STABILITY: SURFACE MOTION
 KG0084
 KG0084  HISTORY     - Date     Condition        Report By
 KG0084  HISTORY     - 1934     MONUMENTED       CGS
 KG0084  HISTORY     - 1949     GOOD             NGS
 KG0084
 KG0084                          STATION DESCRIPTION
 KG0084
 KG0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KG0084'3.8 MI SE FROM BELOIT.
 KG0084'3.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KG0084'MISSOURI PACIFIC RAILROAD STATION AT BELOIT, MITCHELL COUNTY,
 KG0084'500 FEET SOUTH OF A TWO-STORY YELLOW FARMHOUSE AND A RED BARN,
 KG0084'300 FEET EAST OF A ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE
 KG0084'OF THE TRACK, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD
 KG0084'DISK, STAMPED H 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1105 ***********************************************************************
 JF1105  DESIGNATION -  H 167
 JF1105  PID         -  JF1105
 JF1105  STATE/COUNTY-  KS/SALINE
 JF1105  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1105
 JF1105                         *CURRENT SURVEY CONTROL
 JF1105  ___________________________________________________________________
 JF1105* NAD 83(1986)-  38 57 28.     (N)    097 36 22.     (W)     SCALED    
 JF1105* NAVD 88     -       418.711  (meters)    1373.72   (feet)  ADJUSTED  
 JF1105  ___________________________________________________________________
 JF1105  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 JF1105  DYNAMIC HT  -         418.435 (meters)    1372.82  (feet)  COMP
 JF1105  MODELED GRAV-     979,956.2   (mgal)                       NAVD 88
 JF1105
 JF1105  VERT ORDER  -  SECOND    CLASS 0
 JF1105
 JF1105.The horizontal coordinates were scaled from a topographic map and have
 JF1105.an estimated accuracy of +/- 6 seconds.
 JF1105
 JF1105.The orthometric height was determined by differential leveling
 JF1105.and adjusted by the National Geodetic Survey in June 1991..
 JF1105
 JF1105.The geoid height was determined by GEOID03.
 JF1105
 JF1105.The dynamic height is computed by dividing the NAVD 88
 JF1105.geopotential number by the normal gravity value computed on the
 JF1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1105.degrees latitude (g = 980.6199 gals.).
 JF1105
 JF1105.The modeled gravity was interpolated from observed gravity values.
 JF1105
 JF1105;                    North         East    Units  Estimated Accuracy
 JF1105;SPC KS N     -    69,390.      434,140.      MT  (+/- 180 meters Scaled)
 JF1105
 JF1105                          SUPERSEDED SURVEY CONTROL
 JF1105
 JF1105  NGVD 29 (??/??/92)  418.614  (m)         1373.40   (f) ADJ UNCH    2 0
 JF1105
 JF1105.Superseded values are not recommended for survey control.
 JF1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1105.See file dsdata.txt to determine how the superseded data were derived.
 JF1105
 JF1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ207130(NAD 83)
 JF1105_MARKER: DB = BENCH MARK DISK
 JF1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1105_STAMPING: H 167 1934
 JF1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1105+STABILITY: SURFACE MOTION
 JF1105
 JF1105  HISTORY     - Date     Condition        Report By
 JF1105  HISTORY     - 1934     MONUMENTED       CGS
 JF1105  HISTORY     - 1947     GOOD             NGS
 JF1105  HISTORY     - 1950     GOOD             LOCSUR
 JF1105  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 JF1105
 JF1105                          STATION DESCRIPTION
 JF1105
 JF1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF1105'5.5 MI S FROM BENNINGTON.
 JF1105'5.5 MILES SOUTH ALONG AN OILED ROAD (FORMERLY U.S. HIGHWAY NO.
 JF1105'81) FROM THE UNION PACIFIC RAILROAD STATION AT BENNINGTON, ALONG
 JF1105'AN EAST-WEST PORTION OF THE ROAD, 0.3 MILE EAST ALONG THE OILED
 JF1105'ROAD FROM THE NEW U.S. HIGHWAY NO. 81, AT THE TOP OF A VERY
 JF1105'PROMINENT HILL, 84.3 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A
 JF1105'GUY WIRE BRACED POWER LINE POLE, 26.0 FEET NORTH OF THE CENTER
 JF1105'OF THE ROAD, 9.0 FEET EAST OF THE CENTER OF A PRIVATE DRIVEWAY
 JF1105'LEADING NORTH INTO A FIELD, 6.5 FEET WEST OF A POINT IN LINE WITH
 JF1105'A NORTH-SOUTH FENCE LINE WHICH LEADS SOUTH FROM THE SOUTH
 JF1105'RIGHT-OF-WAY FENCE, 2.0 FEET SOUTH OF A POINT IN LINE WITH A
 JF1105'ROW OF TELEPHONE POLES, 1.0 FOOT EAST OF A REFERENCE POST, SET
 JF1105'IN A CONCRETE POST ABOUT 2 FEET ABOVE THE ROAD AND PROJECTING
 JF1105'0.2 FOOT.  THIS BENCH MARK IS ALSO 6.95 MILES NORTH ALONG THE NEW
 JF1105'U.S. HIGHWAY NO. 81 AND 0.3 MILE EAST ALONG AN OILED ROAD
 JF1105'(FORMERLY U.S. HIGHWAY NO. 81) FROM THE JUNCTION OF U.S. HIGHWAY
 JF1105'NO. 40 AND U.S. HIGHWAY NO. 81 AT THE NORTHWESTERN PART OF
 JF1105'SALINA.
 JF1105
 JF1105                          STATION RECOVERY (1950)
 JF1105
 JF1105'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1950
 JF1105'RECOVERED IN GOOD CONDITION.
 JF1105
 JF1105                          STATION RECOVERY (1983)
 JF1105
 JF1105'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 JF1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0060 ***********************************************************************
 KG0060  DESIGNATION -  H 168
 KG0060  PID         -  KG0060
 KG0060  STATE/COUNTY-  KS/LINCOLN
 KG0060  USGS QUAD   -  LINCOLN (1962)
 KG0060
 KG0060                         *CURRENT SURVEY CONTROL
 KG0060  ___________________________________________________________________
 KG0060* NAD 83(1986)-  39 02 26.     (N)    098 08 41.     (W)     SCALED    
 KG0060* NAVD 88     -       432.327  (meters)    1418.39   (feet)  ADJUSTED  
 KG0060  ___________________________________________________________________
 KG0060  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 KG0060  DYNAMIC HT  -         432.028 (meters)    1417.41  (feet)  COMP
 KG0060  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 KG0060
 KG0060  VERT ORDER  -  SECOND    CLASS 0
 KG0060
 KG0060.The horizontal coordinates were scaled from a topographic map and have
 KG0060.an estimated accuracy of +/- 6 seconds.
 KG0060
 KG0060.The orthometric height was determined by differential leveling
 KG0060.and adjusted by the National Geodetic Survey in June 1991..
 KG0060
 KG0060.The geoid height was determined by GEOID03.
 KG0060
 KG0060.The dynamic height is computed by dividing the NAVD 88
 KG0060.geopotential number by the normal gravity value computed on the
 KG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0060.degrees latitude (g = 980.6199 gals.).
 KG0060
 KG0060.The modeled gravity was interpolated from observed gravity values.
 KG0060
 KG0060;                    North         East    Units  Estimated Accuracy
 KG0060;SPC KS N     -    78,520.      387,470.      MT  (+/- 180 meters Scaled)
 KG0060
 KG0060                          SUPERSEDED SURVEY CONTROL
 KG0060
 KG0060  NGVD 29 (??/??/92)  432.170  (m)         1417.88   (f) ADJ UNCH    2 0
 KG0060
 KG0060.Superseded values are not recommended for survey control.
 KG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0060.See file dsdata.txt to determine how the superseded data were derived.
 KG0060
 KG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ740216(NAD 83)
 KG0060_MARKER: DB = BENCH MARK DISK
 KG0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0060_SP_SET: WINDOW FRAME
 KG0060_STAMPING: H 168 1934
 KG0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0060
 KG0060  HISTORY     - Date     Condition        Report By
 KG0060  HISTORY     - 1934     MONUMENTED       CGS
 KG0060
 KG0060                          STATION DESCRIPTION
 KG0060
 KG0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0060'AT LINCOLN.
 KG0060'AT LINCOLN, LINCOLN COUNTY, AT THE EAST SIDE OF THE COUNTY
 KG0060'COURTHOUSE, 7 FEET SOUTH OF THE TOP OF THE SOUTH STEPS LEADING
 KG0060'TO THE BASEMENT, IN A STONE WINDOW FRAME, 1 FOOT ABOVE THE TOP
 KG0060'OF THE WINDOW, 2 FEET BELOW A WINDOW SILL, AND 4 FEET ABOVE
 KG0060'GROUND.  A STANDARD DISK, STAMPED H 168 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0162 ***********************************************************************
 KG0162  DESIGNATION -  H 169
 KG0162  PID         -  KG0162
 KG0162  STATE/COUNTY-  KS/SMITH
 KG0162  USGS QUAD   -  GAYLORD (1973)
 KG0162
 KG0162                         *CURRENT SURVEY CONTROL
 KG0162  ___________________________________________________________________
 KG0162* NAD 83(1986)-  39 38 25.     (N)    098 47 07.     (W)     SCALED    
 KG0162* NAVD 88     -       524.573  (meters)    1721.04   (feet)  ADJUSTED  
 KG0162  ___________________________________________________________________
 KG0162  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 KG0162  DYNAMIC HT  -         524.235 (meters)    1719.93  (feet)  COMP
 KG0162  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 KG0162
 KG0162  VERT ORDER  -  SECOND    CLASS 0
 KG0162
 KG0162.The horizontal coordinates were scaled from a topographic map and have
 KG0162.an estimated accuracy of +/- 6 seconds.
 KG0162
 KG0162.The orthometric height was determined by differential leveling
 KG0162.and adjusted by the National Geodetic Survey in June 1991..
 KG0162
 KG0162.The geoid height was determined by GEOID03.
 KG0162
 KG0162.The dynamic height is computed by dividing the NAVD 88
 KG0162.geopotential number by the normal gravity value computed on the
 KG0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0162.degrees latitude (g = 980.6199 gals.).
 KG0162
 KG0162.The modeled gravity was interpolated from observed gravity values.
 KG0162
 KG0162;                    North         East    Units  Estimated Accuracy
 KG0162;SPC KS N     -   145,380.      332,590.      MT  (+/- 180 meters Scaled)
 KG0162
 KG0162                          SUPERSEDED SURVEY CONTROL
 KG0162
 KG0162  NGVD 29 (??/??/92)  524.367  (m)         1720.36   (f) ADJ UNCH    2 0
 KG0162
 KG0162.Superseded values are not recommended for survey control.
 KG0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0162.See file dsdata.txt to determine how the superseded data were derived.
 KG0162
 KG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ184878(NAD 83)
 KG0162_MARKER: DB = BENCH MARK DISK
 KG0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0162_STAMPING: H 169 1934
 KG0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0162+STABILITY: SURFACE MOTION
 KG0162
 KG0162  HISTORY     - Date     Condition        Report By
 KG0162  HISTORY     - 1934     MONUMENTED       CGS
 KG0162  HISTORY     - 1973     MARK NOT FOUND   NGS
 KG0162
 KG0162                          STATION DESCRIPTION
 KG0162
 KG0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0162'2.7 MI N FROM HARLAN.
 KG0162'2.7 MILES NORTH OF MISSOURI PACIFIC STATION AT HARLAN AT JUNCTION
 KG0162'OF STATE HIGHWAY 8 AND STATE HIGHWAY 9, 75 FEET EAST OF THE CENTER
 KG0162'OF TRIANGLE FORMED BY THE INTERSECTION OF HIGHWAYS, 20 FEET EAST
 KG0162'OF CENTERLINE OF HIGHWAY 8, 2 FEET EAST OF FENCE LINE AND 3 FEET
 KG0162'ABOVE LEVEL OF ROAD.  RECOVERED AS DESCRIBED
 KG0162
 KG0162                          STATION RECOVERY (1973)
 KG0162
 KG0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KG0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1237 ***********************************************************************
 HE1237  DESIGNATION -  H 17 RESET
 HE1237  PID         -  HE1237
 HE1237  STATE/COUNTY-  KS/LABETTE
 HE1237  USGS QUAD   -  VALEDA (1974)
 HE1237
 HE1237                         *CURRENT SURVEY CONTROL
 HE1237  ___________________________________________________________________
 HE1237* NAD 83(1986)-  37 07 06.     (N)    095 26 16.     (W)     SCALED    
 HE1237* NAVD 88     -       243.65   (meters)     799.4    (feet)  RESET     
 HE1237  ___________________________________________________________________
 HE1237  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HE1237
 HE1237  VERT ORDER  -  THIRD
 HE1237
 HE1237.The horizontal coordinates were scaled from a topographic map and have
 HE1237.an estimated accuracy of +/- 6 seconds.
 HE1237
 HE1237.The orthometric height was computed from unverified reset data.
 HE1237
 HE1237.The geoid height was determined by GEOID03.
 HE1237
 HE1237;                    North         East    Units  Estimated Accuracy
 HE1237;SPC KS S     -   454,600.      672,110.      MT  (+/- 180 meters Scaled)
 HE1237
 HE1237                          SUPERSEDED SURVEY CONTROL
 HE1237
 HE1237  NGVD 29 (03/09/04)  243.52   (m)          798.9    (f) RESET       3  
 HE1237
 HE1237.Superseded values are not recommended for survey control.
 HE1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1237.See file dsdata.txt to determine how the superseded data were derived.
 HE1237
 HE1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB834107(NAD 83)
 HE1237_MARKER: DV = VERTICAL CONTROL DISK
 HE1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1237_SP_SET: CONCRETE POST
 HE1237_STAMPING: H 17 RESET 1980
 HE1237_MARK LOGO: NGS   
 HE1237_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1237+STABILITY: SURFACE MOTION
 HE1237
 HE1237  HISTORY     - Date     Condition        Report By
 HE1237  HISTORY     - 1980     MONUMENTED       NGS
 HE1237
 HE1237                          STATION DESCRIPTION
 HE1237
 HE1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 HE1237'1.0 MILE NORTH ALONG A PAVED ROAD FROM THE OLD SCHOOL IN ANGOLA TO A
 HE1237'GRAVELED CROSSROAD, THEN RIGHT AND EAST ALONG THE GRAVELED ROAD FOR
 HE1237'0.7 MILE TO THE MARK ON THE RIGHT, 63.8 FEET SOUTH-SOUTHWEST OF A
 HE1237'POWERLINE POLE, 25.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16.0
 HE1237'FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE, 1.0 FOOT NORTH OF A
 HE1237'FENCE, AND PROJECTS 04 INCHES ABOVE THE GROUND.  1.5 FEET WEST OF A
 HE1237'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0025 ***********************************************************************
 KG0025  DESIGNATION -  H 171
 KG0025  PID         -  KG0025
 KG0025  STATE/COUNTY-  KS/JEWELL
 KG0025  USGS QUAD   -  NORTH BRANCH (1969)
 KG0025
 KG0025                         *CURRENT SURVEY CONTROL
 KG0025  ___________________________________________________________________
 KG0025* NAD 83(1986)-  39 58 21.     (N)    098 18 24.     (W)     SCALED    
 KG0025* NAVD 88     -       562.320  (meters)    1844.88   (feet)  ADJUSTED  
 KG0025  ___________________________________________________________________
 KG0025  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 KG0025  DYNAMIC HT  -         561.977 (meters)    1843.75  (feet)  COMP
 KG0025  MODELED GRAV-     979,997.7   (mgal)                       NAVD 88
 KG0025
 KG0025  VERT ORDER  -  FIRST     CLASS II
 KG0025
 KG0025.The horizontal coordinates were scaled from a topographic map and have
 KG0025.an estimated accuracy of +/- 6 seconds.
 KG0025
 KG0025.The orthometric height was determined by differential leveling
 KG0025.and adjusted by the National Geodetic Survey in June 1991..
 KG0025
 KG0025.The geoid height was determined by GEOID03.
 KG0025
 KG0025.The dynamic height is computed by dividing the NAVD 88
 KG0025.geopotential number by the normal gravity value computed on the
 KG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0025.degrees latitude (g = 980.6199 gals.).
 KG0025
 KG0025.The modeled gravity was interpolated from observed gravity values.
 KG0025
 KG0025;                    North         East    Units  Estimated Accuracy
 KG0025;SPC KS N     -   182,020.      373,800.      MT  (+/- 180 meters Scaled)
 KG0025
 KG0025                          SUPERSEDED SURVEY CONTROL
 KG0025
 KG0025  NGVD 29 (??/??/92)  562.111  (m)         1844.19   (f) ADJ UNCH    1 2
 KG0025
 KG0025.Superseded values are not recommended for survey control.
 KG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0025.See file dsdata.txt to determine how the superseded data were derived.
 KG0025
 KG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK592249(NAD 83)
 KG0025_MARKER: DB = BENCH MARK DISK
 KG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0025_STAMPING: H 171 1934
 KG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0025+STABILITY: SURFACE MOTION
 KG0025
 KG0025  HISTORY     - Date     Condition        Report By
 KG0025  HISTORY     - 1934     MONUMENTED       CGS
 KG0025  HISTORY     - 1947     GOOD             NGS
 KG0025  HISTORY     - 1959     GOOD             NGS
 KG0025
 KG0025                          STATION DESCRIPTION
 KG0025
 KG0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KG0025'7.3 MI N FROM BURR OAK.
 KG0025'7.3 MILES NORTH ALONG STATE HIGHWAY NO. 28 FROM THE WATER TOWER
 KG0025'AT BURR OAK, ON THE OUTSIDE OF A LONG CURVE IN THE HIGHWAY TO
 KG0025'THE WEST AND AT THE TOP OF A HILL, 271.0 FEET WEST OF THE
 KG0025'CENTER OF A NORTH-SOUTH ROAD, 246.0 FEET SOUTH OF THE CENTER
 KG0025'OF AN EAST-WEST ROAD, 42.0 FEET NORTHEAST OF THE CENTER OF THE
 KG0025'HIGHWAY, 1.5 FOOT SOUTHEAST OF A REFERENCE POST, A U.S. COAST
 KG0025'AND GEODETIC SURVEY AND STATE SURVEY BRONZE DISK SET IN A CONCRETE
 KG0025'POST ABOUT MIDWAY OF A LONG CURVE, ABOUT THE SAME ELEVATION AS
 KG0025'THE HIGHWAY AND 0.2 FOOT UNDERGROUND.  NOTE-- THIS BENCH MARK
 KG0025'IS IN THE EDGE OF A CULTIVATED FIELD AND IS VERY SUBJECT TO
 KG0025'DESTRUCTION.
 KG0025
 KG0025                          STATION RECOVERY (1959)
 KG0025
 KG0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KG0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0576 ***********************************************************************
 KF0576  DESIGNATION -  H 172
 KF0576  PID         -  KF0576
 KF0576  STATE/COUNTY-  KS/REPUBLIC
 KF0576  USGS QUAD   -  KACKLEY (1965)
 KF0576
 KF0576                         *CURRENT SURVEY CONTROL
 KF0576  ___________________________________________________________________
 KF0576* NAD 83(1986)-  39 42 00.     (N)    097 51 11.     (W)     SCALED    
 KF0576* NAVD 88     -       460.047  (meters)    1509.34   (feet)  ADJUSTED  
 KF0576  ___________________________________________________________________
 KF0576  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 KF0576  DYNAMIC HT  -         459.767 (meters)    1508.42  (feet)  COMP
 KF0576  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 KF0576
 KF0576  VERT ORDER  -  FIRST     CLASS II
 KF0576
 KF0576.The horizontal coordinates were scaled from a topographic map and have
 KF0576.an estimated accuracy of +/- 6 seconds.
 KF0576
 KF0576.The orthometric height was determined by differential leveling
 KF0576.and adjusted by the National Geodetic Survey in June 1991..
 KF0576
 KF0576.The geoid height was determined by GEOID03.
 KF0576
 KF0576.The dynamic height is computed by dividing the NAVD 88
 KF0576.geopotential number by the normal gravity value computed on the
 KF0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0576.degrees latitude (g = 980.6199 gals.).
 KF0576
 KF0576.The modeled gravity was interpolated from observed gravity values.
 KF0576
 KF0576;                    North         East    Units  Estimated Accuracy
 KF0576;SPC KS N     -   151,730.      412,600.      MT  (+/- 180 meters Scaled)
 KF0576
 KF0576                          SUPERSEDED SURVEY CONTROL
 KF0576
 KF0576  NGVD 29 (??/??/92)  459.896  (m)         1508.84   (f) ADJ UNCH    1 2
 KF0576
 KF0576.Superseded values are not recommended for survey control.
 KF0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0576.See file dsdata.txt to determine how the superseded data were derived.
 KF0576
 KF0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ983950(NAD 83)
 KF0576_MARKER: DB = BENCH MARK DISK
 KF0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0576_STAMPING: H 172 1934
 KF0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0576+STABILITY: SURFACE MOTION
 KF0576
 KF0576  HISTORY     - Date     Condition        Report By
 KF0576  HISTORY     - 1934     MONUMENTED       CGS
 KF0576  HISTORY     - 1947     GOOD             NGS
 KF0576
 KF0576                          STATION DESCRIPTION
 KF0576
 KF0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0576'AT KACKLEY.
 KF0576'AT KACKLEY, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 KF0576'ABOUT 150.0 FEET SOUTH OF THE STATION, AT A ROAD CROSSING,
 KF0576'45.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 38.0
 KF0576'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHWEST
 KF0576'OF A TELEPHONE POLE, 1.2 FEET NORTHEAST OF A REFERENCE POST,
 KF0576'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 KF0576'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1048 ***********************************************************************
 JF1048  DESIGNATION -  H 173
 JF1048  PID         -  JF1048
 JF1048  STATE/COUNTY-  KS/SALINE
 JF1048  USGS QUAD   -  TRENTON (1978)
 JF1048
 JF1048                         *CURRENT SURVEY CONTROL
 JF1048  ___________________________________________________________________
 JF1048* NAD 83(1986)-  38 56 37.     (N)    097 43 19.     (W)     SCALED    
 JF1048* NAVD 88     -       384.511  (meters)    1261.52   (feet)  ADJUSTED  
 JF1048  ___________________________________________________________________
 JF1048  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 JF1048  DYNAMIC HT  -         384.254 (meters)    1260.67  (feet)  COMP
 JF1048  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 JF1048
 JF1048  VERT ORDER  -  SECOND    CLASS 0
 JF1048
 JF1048.The horizontal coordinates were scaled from a topographic map and have
 JF1048.an estimated accuracy of +/- 6 seconds.
 JF1048
 JF1048.The orthometric height was determined by differential leveling
 JF1048.and adjusted by the National Geodetic Survey in June 1991..
 JF1048
 JF1048.The geoid height was determined by GEOID03.
 JF1048
 JF1048.The dynamic height is computed by dividing the NAVD 88
 JF1048.geopotential number by the normal gravity value computed on the
 JF1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1048.degrees latitude (g = 980.6199 gals.).
 JF1048
 JF1048.The modeled gravity was interpolated from observed gravity values.
 JF1048
 JF1048;                    North         East    Units  Estimated Accuracy
 JF1048;SPC KS N     -    67,780.      424,110.      MT  (+/- 180 meters Scaled)
 JF1048
 JF1048                          SUPERSEDED SURVEY CONTROL
 JF1048
 JF1048  NGVD 29 (??/??/92)  384.406  (m)         1261.17   (f) ADJ UNCH    2 0
 JF1048
 JF1048.Superseded values are not recommended for survey control.
 JF1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1048.See file dsdata.txt to determine how the superseded data were derived.
 JF1048
 JF1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ107112(NAD 83)
 JF1048_MARKER: DB = BENCH MARK DISK
 JF1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1048_STAMPING: H 173 1934
 JF1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1048+STABILITY: SURFACE MOTION
 JF1048
 JF1048  HISTORY     - Date     Condition        Report By
 JF1048  HISTORY     - 1934     MONUMENTED       CGS
 JF1048  HISTORY     - 1954     POOR             USGS
 JF1048
 JF1048                          STATION DESCRIPTION
 JF1048
 JF1048'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JF1048'2.6 MI SE FROM CULVER.
 JF1048'IN SALINE COUNTY, 2.6 MILES SOUTHEAST ALONG THE UNION PACIFIC
 JF1048'RAILROAD FROM THE STATION AT CULVER, OTTAWA COUNTY, 2 POLES
 JF1048'SOUTHEAST OF MILEPOST 9, 500 FEET SOUTHEAST OF AN ELEVATOR, 50
 JF1048'FEET SOUTH OF THE SWITCH TO A SIDING, 50 FEET NORTHWEST OF A
 JF1048'ROAD CROSSING, AND 28 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JF1048'TRACK.  A STANDARD DISK, STAMPED H 173 1934 AND SET IN THE TOP
 JF1048'OF A CONCRETE POST.  NOTE-- USGS REPORT IT WAS REPORTED THAT THE
 JF1048'MARK IS LOOSE AND IS ABOUT 1-1/2 FOOT OUT OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0254 ***********************************************************************
 HE0254  DESIGNATION -  H 18
 HE0254  PID         -  HE0254
 HE0254  STATE/COUNTY-  KS/CHEROKEE
 HE0254  USGS QUAD   -  HALLOWELL (1974)
 HE0254
 HE0254                         *CURRENT SURVEY CONTROL
 HE0254  ___________________________________________________________________
 HE0254* NAD 83(1986)-  37 10 42.     (N)    094 52 37.     (W)     SCALED    
 HE0254* NAVD 88     -       285.430  (meters)     936.45   (feet)  ADJUSTED  
 HE0254  ___________________________________________________________________
 HE0254  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HE0254  DYNAMIC HT  -         285.202 (meters)     935.70  (feet)  COMP
 HE0254  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 HE0254
 HE0254  VERT ORDER  -  FIRST     CLASS II
 HE0254
 HE0254.The horizontal coordinates were scaled from a topographic map and have
 HE0254.an estimated accuracy of +/- 6 seconds.
 HE0254
 HE0254.The orthometric height was determined by differential leveling
 HE0254.and adjusted by the National Geodetic Survey in June 1991..
 HE0254
 HE0254.The geoid height was determined by GEOID03.
 HE0254
 HE0254.The dynamic height is computed by dividing the NAVD 88
 HE0254.geopotential number by the normal gravity value computed on the
 HE0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0254.degrees latitude (g = 980.6199 gals.).
 HE0254
 HE0254.The modeled gravity was interpolated from observed gravity values.
 HE0254
 HE0254;                    North         East    Units  Estimated Accuracy
 HE0254;SPC KS S     -   463,040.      721,670.      MT  (+/- 180 meters Scaled)
 HE0254
 HE0254                          SUPERSEDED SURVEY CONTROL
 HE0254
 HE0254  NGVD 29 (??/??/92)  285.318  (m)          936.08   (f) ADJ UNCH    1 2
 HE0254
 HE0254.Superseded values are not recommended for survey control.
 HE0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0254.See file dsdata.txt to determine how the superseded data were derived.
 HE0254
 HE0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB333163(NAD 83)
 HE0254_MARKER: DB = BENCH MARK DISK
 HE0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0254_STAMPING: H 18 1933
 HE0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0254+STABILITY: SURFACE MOTION
 HE0254
 HE0254  HISTORY     - Date     Condition        Report By
 HE0254  HISTORY     - 1933     MONUMENTED       CGS
 HE0254  HISTORY     - 1973     GOOD             NGS
 HE0254
 HE0254                          STATION DESCRIPTION
 HE0254
 HE0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0254'2.5 MI W FROM COLUMBUS.
 HE0254'2.5 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0254'THE STATION AT COLUMBUS, CHEROKEE COUNTY, 30 POLES WEST OF
 HE0254'MILEPOST 345, 300 FEET WEST OF THE M.O. BULL FARMHOUSE, 45 FEET
 HE0254'NORTH OF THE TRACK, 40 FEET WEST OF A FENCE GATE, AND 1 FOOT
 HE0254'SOUTH OF THE FENCE LINE.  A STANDARD DISK SET IN THE TOP OF A
 HE0254'CONCRETE POST.
 HE0254
 HE0254                          STATION RECOVERY (1973)
 HE0254
 HE0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HE0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0520 ***********************************************************************
 HG0520  DESIGNATION -  H 180
 HG0520  PID         -  HG0520
 HG0520  STATE/COUNTY-  KS/CLARK
 HG0520  USGS QUAD   -  ASHLAND NW (1972)
 HG0520
 HG0520                         *CURRENT SURVEY CONTROL
 HG0520  ___________________________________________________________________
 HG0520* NAD 83(1986)-  37 11 43.     (N)    099 58 55.     (W)     SCALED    
 HG0520* NAVD 88     -       643.070  (meters)    2109.81   (feet)  ADJUSTED  
 HG0520  ___________________________________________________________________
 HG0520  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 HG0520  DYNAMIC HT  -         642.484 (meters)    2107.88  (feet)  COMP
 HG0520  MODELED GRAV-     979,698.9   (mgal)                       NAVD 88
 HG0520
 HG0520  VERT ORDER  -  SECOND    CLASS 0
 HG0520
 HG0520.The horizontal coordinates were scaled from a topographic map and have
 HG0520.an estimated accuracy of +/- 6 seconds.
 HG0520
 HG0520.The orthometric height was determined by differential leveling
 HG0520.and adjusted by the National Geodetic Survey in June 1991..
 HG0520
 HG0520.The geoid height was determined by GEOID03.
 HG0520
 HG0520.The dynamic height is computed by dividing the NAVD 88
 HG0520.geopotential number by the normal gravity value computed on the
 HG0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0520.degrees latitude (g = 980.6199 gals.).
 HG0520
 HG0520.The modeled gravity was interpolated from observed gravity values.
 HG0520
 HG0520;                    North         East    Units  Estimated Accuracy
 HG0520;SPC KS S     -   459,710.      268,430.      MT  (+/- 180 meters Scaled)
 HG0520
 HG0520                          SUPERSEDED SURVEY CONTROL
 HG0520
 HG0520  NGVD 29 (??/??/92)  642.760  (m)         2108.79   (f) ADJ UNCH    2 0
 HG0520
 HG0520.Superseded values are not recommended for survey control.
 HG0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0520.See file dsdata.txt to determine how the superseded data were derived.
 HG0520
 HG0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG128169(NAD 83)
 HG0520_MARKER: DB = BENCH MARK DISK
 HG0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0520_STAMPING: H 180 1934
 HG0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0520+STABILITY: SURFACE MOTION
 HG0520
 HG0520  HISTORY     - Date     Condition        Report By
 HG0520  HISTORY     - 1934     MONUMENTED       CGS
 HG0520
 HG0520                          STATION DESCRIPTION
 HG0520
 HG0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0520'11.5 MI N FROM ENGLEWOOD.
 HG0520'11.5 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE ATCHISON,
 HG0520'TOPEKA AND SANTA FE RAILWAY STATION AT ENGLEWOOD, CLARK COUNTY,
 HG0520'1.0 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 160, AT A CURVE
 HG0520'TO THE NORTH, 210 FEET SOUTHWEST OF A SCHOOLHOUSE, AND 45 FEET
 HG0520'SOUTH OF THE INTERSECTION OF SECTION-LINE ROADS.  A STANDARD
 HG0520'DISK, STAMPED H 180 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0455 ***********************************************************************
 HG0455  DESIGNATION -  H 181
 HG0455  PID         -  HG0455
 HG0455  STATE/COUNTY-  KS/KIOWA
 HG0455  USGS QUAD   -  COLDWATER NE (1980)
 HG0455
 HG0455                         *CURRENT SURVEY CONTROL
 HG0455  ___________________________________________________________________
 HG0455* NAD 83(1986)-  37 24 41.     (N)    099 19 08.     (W)     SCALED    
 HG0455* NAVD 88     -       674.101  (meters)    2211.61   (feet)  ADJUSTED  
 HG0455  ___________________________________________________________________
 HG0455  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 HG0455  DYNAMIC HT  -         673.509 (meters)    2209.67  (feet)  COMP
 HG0455  MODELED GRAV-     979,731.3   (mgal)                       NAVD 88
 HG0455
 HG0455  VERT ORDER  -  SECOND    CLASS 0
 HG0455
 HG0455.The horizontal coordinates were scaled from a topographic map and have
 HG0455.an estimated accuracy of +/- 6 seconds.
 HG0455
 HG0455.The orthometric height was determined by differential leveling
 HG0455.and adjusted by the National Geodetic Survey in June 1991..
 HG0455
 HG0455.The geoid height was determined by GEOID03.
 HG0455
 HG0455.The dynamic height is computed by dividing the NAVD 88
 HG0455.geopotential number by the normal gravity value computed on the
 HG0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0455.degrees latitude (g = 980.6199 gals.).
 HG0455
 HG0455.The modeled gravity was interpolated from observed gravity values.
 HG0455
 HG0455;                    North         East    Units  Estimated Accuracy
 HG0455;SPC KS S     -   482,970.      327,510.      MT  (+/- 180 meters Scaled)
 HG0455
 HG0455                          SUPERSEDED SURVEY CONTROL
 HG0455
 HG0455  NGVD 29 (??/??/92)  673.815  (m)         2210.67   (f) ADJ UNCH    2 0
 HG0455
 HG0455.Superseded values are not recommended for survey control.
 HG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0455.See file dsdata.txt to determine how the superseded data were derived.
 HG0455
 HG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG717405(NAD 83)
 HG0455_MARKER: DB = BENCH MARK DISK
 HG0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0455_STAMPING: H-181 1934
 HG0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0455+STABILITY: SURFACE MOTION
 HG0455
 HG0455  HISTORY     - Date     Condition        Report By
 HG0455  HISTORY     - 1934     MONUMENTED       CGS
 HG0455  HISTORY     - 1973     MARK NOT FOUND   USGS
 HG0455  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 HG0455  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 HG0455
 HG0455                          STATION DESCRIPTION
 HG0455
 HG0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0455'10.4 MI N FROM COLDWATER.
 HG0455'10.4 MILES NORTH OF COLDWATER A.T. AND SF. RR. STATION 54 FEET
 HG0455'NORTH OF CENTER LINE OF SECTION LINE ROAD, 40 FEET EAST OF
 HG0455'CENTER LINE OF KANSAS STATE HIGHWAY 1, ON RIGHT OF WAY FENCE LINE.
 HG0455'NOTE-- THE HIGHWAY, U.S. 183, WAS REBUILT IN THIS AREA.
 HG0455
 HG0455                          STATION RECOVERY (1973)
 HG0455
 HG0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HG0455'MARK NOT FOUND.
 HG0455
 HG0455                          STATION RECOVERY (1976)
 HG0455
 HG0455'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0455'MARK NOT FOUND.
 HG0455
 HG0455                          STATION RECOVERY (1976)
 HG0455
 HG0455'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0461 ***********************************************************************
 HG0461  DESIGNATION -  H 182
 HG0461  PID         -  HG0461
 HG0461  STATE/COUNTY-  KS/COMANCHE
 HG0461  USGS QUAD   -  PROTECTION (1980)
 HG0461
 HG0461                         *CURRENT SURVEY CONTROL
 HG0461  ___________________________________________________________________
 HG0461* NAD 83(1986)-  37 12 20.     (N)    099 29 01.     (W)     SCALED    
 HG0461* NAVD 88     -       565.401  (meters)    1854.99   (feet)  ADJUSTED  
 HG0461  ___________________________________________________________________
 HG0461  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 HG0461  DYNAMIC HT  -         564.902 (meters)    1853.35  (feet)  COMP
 HG0461  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 HG0461
 HG0461  VERT ORDER  -  SECOND    CLASS 0
 HG0461
 HG0461.The horizontal coordinates were scaled from a topographic map and have
 HG0461.an estimated accuracy of +/- 6 seconds.
 HG0461
 HG0461.The orthometric height was determined by differential leveling
 HG0461.and adjusted by the National Geodetic Survey in June 1991..
 HG0461
 HG0461.The geoid height was determined by GEOID03.
 HG0461
 HG0461.The dynamic height is computed by dividing the NAVD 88
 HG0461.geopotential number by the normal gravity value computed on the
 HG0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0461.degrees latitude (g = 980.6199 gals.).
 HG0461
 HG0461.The modeled gravity was interpolated from observed gravity values.
 HG0461
 HG0461;                    North         East    Units  Estimated Accuracy
 HG0461;SPC KS S     -   460,270.      312,680.      MT  (+/- 180 meters Scaled)
 HG0461
 HG0461                          SUPERSEDED SURVEY CONTROL
 HG0461
 HG0461  NGVD 29 (??/??/92)  565.138  (m)         1854.12   (f) ADJ UNCH    2 0
 HG0461
 HG0461.Superseded values are not recommended for survey control.
 HG0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0461.See file dsdata.txt to determine how the superseded data were derived.
 HG0461
 HG0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG570177(NAD 83)
 HG0461_MARKER: DB = BENCH MARK DISK
 HG0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0461_SP_SET: CONCRETE FOUNDATION
 HG0461_STAMPING: H-182 1934
 HG0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0461
 HG0461  HISTORY     - Date     Condition        Report By
 HG0461  HISTORY     - 1934     MONUMENTED       CGS
 HG0461
 HG0461                          STATION DESCRIPTION
 HG0461
 HG0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0461'AT PROTECTION.
 HG0461'AT PROTECTION 170 FEET NORTH OF NEAREST RAIL OF MAIN TRACK OF ATCHISON
 HG0461'TOPEKA AND SANTA FE RAILROAD, SET IN SOUTHEAST PIER OF CITY WATER
 HG0461'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0251 ***********************************************************************
 HG0251  DESIGNATION -  H 183
 HG0251  PID         -  HG0251
 HG0251  STATE/COUNTY-  KS/BARBER
 HG0251  USGS QUAD   -  LAKE CITY (1973)
 HG0251
 HG0251                         *CURRENT SURVEY CONTROL
 HG0251  ___________________________________________________________________
 HG0251* NAD 83(1986)-  37 21 07.     (N)    098 49 15.     (W)     SCALED    
 HG0251* NAVD 88     -       493.747  (meters)    1619.90   (feet)  ADJUSTED  
 HG0251  ___________________________________________________________________
 HG0251  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 HG0251  DYNAMIC HT  -         493.321 (meters)    1618.50  (feet)  COMP
 HG0251  MODELED GRAV-     979,752.3   (mgal)                       NAVD 88
 HG0251
 HG0251  VERT ORDER  -  SECOND    CLASS 0
 HG0251
 HG0251.The horizontal coordinates were scaled from a topographic map and have
 HG0251.an estimated accuracy of +/- 6 seconds.
 HG0251
 HG0251.The orthometric height was determined by differential leveling
 HG0251.and adjusted by the National Geodetic Survey in June 1991..
 HG0251
 HG0251.The geoid height was determined by GEOID03.
 HG0251
 HG0251.The dynamic height is computed by dividing the NAVD 88
 HG0251.geopotential number by the normal gravity value computed on the
 HG0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0251.degrees latitude (g = 980.6199 gals.).
 HG0251
 HG0251.The modeled gravity was interpolated from observed gravity values.
 HG0251
 HG0251;                    North         East    Units  Estimated Accuracy
 HG0251;SPC KS S     -   476,110.      371,580.      MT  (+/- 180 meters Scaled)
 HG0251
 HG0251                          SUPERSEDED SURVEY CONTROL
 HG0251
 HG0251  NGVD 29 (??/??/92)  493.513  (m)         1619.13   (f) ADJ UNCH    2 0
 HG0251
 HG0251.Superseded values are not recommended for survey control.
 HG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0251.See file dsdata.txt to determine how the superseded data were derived.
 HG0251
 HG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG158339(NAD 83)
 HG0251_MARKER: DB = BENCH MARK DISK
 HG0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0251_SP_SET: CONCRETE FOUNDATION
 HG0251_STAMPING: H 183 1934
 HG0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0251
 HG0251  HISTORY     - Date     Condition        Report By
 HG0251  HISTORY     - 1934     MONUMENTED       CGS
 HG0251  HISTORY     - 1940     GOOD             NGS
 HG0251
 HG0251                          STATION DESCRIPTION
 HG0251
 HG0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0251'AT LAKE CITY.
 HG0251'AT LAKE CITY 255 FEET WEST OF ATCHISON TOPEKA AND SANTA FE
 HG0251'STATION, 60 FEET SOUTH OF NEAREST RAIL OF MAIN TRACK, SET IN
 HG0251'NORTH FACE OF CONCRETE FOUNDATION OF GRAINERY, 9 FEET EAST OF
 HG0251'NORTHWEST CORNER, 3 1/2 FEET ABOVE THE GROUND.
 HG0251
 HG0251                          STATION RECOVERY (1940)
 HG0251
 HG0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 HG0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0272 ***********************************************************************
 HG0272  DESIGNATION -  H 184 RESET
 HG0272  PID         -  HG0272
 HG0272  STATE/COUNTY-  KS/BARBER
 HG0272  USGS QUAD   -  GERLANE (1973)
 HG0272
 HG0272                         *CURRENT SURVEY CONTROL
 HG0272  ___________________________________________________________________
 HG0272* NAD 83(1986)-  37 11 00.     (N)    098 34 38.     (W)     SCALED    
 HG0272* NAVD 88     -       428.35   (meters)    1405.3    (feet)  RESET     
 HG0272  ___________________________________________________________________
 HG0272  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HG0272
 HG0272  VERT ORDER  -  THIRD
 HG0272
 HG0272.The horizontal coordinates were scaled from a topographic map and have
 HG0272.an estimated accuracy of +/- 6 seconds.
 HG0272
 HG0272.The orthometric height was computed from unverified reset data.
 HG0272
 HG0272.The geoid height was determined by GEOID03.
 HG0272
 HG0272;                    North         East    Units  Estimated Accuracy
 HG0272;SPC KS S     -   457,350.      393,140.      MT  (+/- 180 meters Scaled)
 HG0272
 HG0272                          SUPERSEDED SURVEY CONTROL
 HG0272
 HG0272.No superseded survey control is available for this station.
 HG0272
 HG0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG375152(NAD 83)
 HG0272_MARKER: DB = BENCH MARK DISK
 HG0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HG0272_SP_SET: BRIDGE
 HG0272_STAMPING: H 184 RESET 1951
 HG0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0272
 HG0272  HISTORY     - Date     Condition        Report By
 HG0272  HISTORY     - 1951     MONUMENTED       CGS
 HG0272  HISTORY     - 1953     GOOD             NGS
 HG0272
 HG0272                          STATION DESCRIPTION
 HG0272
 HG0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0272'7.4 MI S FROM MEDICINE LODGE.
 HG0272'7.4 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE ATCHISON, TOPEKA
 HG0272'AND SANTA FE RAILWAY STATION AT MEDICINE LODGE, BARBER BOUNTY,
 HG0272'600 FEET NORTH OF THE SOUTH QUARTER CORNER OF SEC. 12, T 33 S,
 HG0272'R 12 W, AT A TRIPLE 20- BY 30- BY 36-FOOT CONCRETE BOX BRIDGE,
 HG0272'AND IN THE TOP OF THE NORTHEAST WING FILLET.  A STANDARD DISK,
 HG0272'STAMPED H 184 RESET 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0126 ***********************************************************************
 HG0126  DESIGNATION -  H 185
 HG0126  PID         -  HG0126
 HG0126  STATE/COUNTY-  KS/HARPER
 HG0126  USGS QUAD   -  ATTICA (1972)
 HG0126
 HG0126                         *CURRENT SURVEY CONTROL
 HG0126  ___________________________________________________________________
 HG0126* NAD 83(1986)-  37 13 23.     (N)    098 15 00.     (W)     SCALED    
 HG0126* NAVD 88     -       431.952  (meters)    1417.16   (feet)  ADJUSTED  
 HG0126  ___________________________________________________________________
 HG0126  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 HG0126  DYNAMIC HT  -         431.588 (meters)    1415.97  (feet)  COMP
 HG0126  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 HG0126
 HG0126  VERT ORDER  -  SECOND    CLASS 0
 HG0126
 HG0126.The horizontal coordinates were scaled from a topographic map and have
 HG0126.an estimated accuracy of +/- 6 seconds.
 HG0126
 HG0126.The orthometric height was determined by differential leveling
 HG0126.and adjusted by the National Geodetic Survey in June 1991..
 HG0126
 HG0126.The geoid height was determined by GEOID03.
 HG0126
 HG0126.The dynamic height is computed by dividing the NAVD 88
 HG0126.geopotential number by the normal gravity value computed on the
 HG0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0126.degrees latitude (g = 980.6199 gals.).
 HG0126
 HG0126.The modeled gravity was interpolated from observed gravity values.
 HG0126
 HG0126;                    North         East    Units  Estimated Accuracy
 HG0126;SPC KS S     -   461,780.      422,190.      MT  (+/- 180 meters Scaled)
 HG0126
 HG0126                          SUPERSEDED SURVEY CONTROL
 HG0126
 HG0126  NGVD 29 (??/??/92)  431.802  (m)         1416.67   (f) ADJ UNCH    2 0
 HG0126
 HG0126.Superseded values are not recommended for survey control.
 HG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0126.See file dsdata.txt to determine how the superseded data were derived.
 HG0126
 HG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG665198(NAD 83)
 HG0126_MARKER: DB = BENCH MARK DISK
 HG0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0126_STAMPING: H 185 1934
 HG0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0126+STABILITY: SURFACE MOTION
 HG0126
 HG0126  HISTORY     - Date     Condition        Report By
 HG0126  HISTORY     - 1934     MONUMENTED       CGS
 HG0126  HISTORY     - 1935     GOOD             NGS
 HG0126
 HG0126                          STATION DESCRIPTION
 HG0126
 HG0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HG0126'1.8 MI SW FROM ATTICA.
 HG0126'1.8 MILES SOUTHWEST OF ATTICA A.T. AND S.F. RR STATION 0.18 MILE
 HG0126'SOUTHWEST OF CROSSING OF SECTION ROAD AND ATCHISON TOPEKA AND
 HG0126'SANTA FE RAILROAD, 110 FEET NORTH OF SEMAPHORE 287-1.  70 FEET
 HG0126'NORTHWEST OF THE NEAREST RAIL OF THE TRACK AND 2 FEET NORTHWEST
 HG0126'OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0295 ***********************************************************************
 JH0295  DESIGNATION -  H 19
 JH0295  PID         -  JH0295
 JH0295  STATE/COUNTY-  KS/GREELEY
 JH0295  USGS QUAD   -  TRIBUNE (1970)
 JH0295
 JH0295                         *CURRENT SURVEY CONTROL
 JH0295  ___________________________________________________________________
 JH0295* NAD 83(1986)-  38 22 42.     (N)    101 45 08.     (W)     SCALED    
 JH0295* NAVD 88     -      1100.718  (meters)    3611.27   (feet)  ADJUSTED  
 JH0295  ___________________________________________________________________
 JH0295  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 JH0295  DYNAMIC HT  -        1099.716 (meters)    3607.98  (feet)  COMP
 JH0295  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 JH0295
 JH0295  VERT ORDER  -  SECOND    CLASS 0
 JH0295
 JH0295.The horizontal coordinates were scaled from a topographic map and have
 JH0295.an estimated accuracy of +/- 6 seconds.
 JH0295
 JH0295.The orthometric height was determined by differential leveling
 JH0295.and adjusted by the National Geodetic Survey in June 1991..
 JH0295
 JH0295.The geoid height was determined by GEOID03.
 JH0295
 JH0295.The dynamic height is computed by dividing the NAVD 88
 JH0295.geopotential number by the normal gravity value computed on the
 JH0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0295.degrees latitude (g = 980.6199 gals.).
 JH0295
 JH0295.The modeled gravity was interpolated from observed gravity values.
 JH0295
 JH0295;                    North         East    Units  Estimated Accuracy
 JH0295;SPC KS S     -   594,930.      115,890.      MT  (+/- 180 meters Scaled)
 JH0295
 JH0295                          SUPERSEDED SURVEY CONTROL
 JH0295
 JH0295  NGVD 29 (??/??/92) 1100.270  (m)         3609.80   (f) ADJ UNCH    2 0
 JH0295
 JH0295.Superseded values are not recommended for survey control.
 JH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0295.See file dsdata.txt to determine how the superseded data were derived.
 JH0295
 JH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH595513(NAD 83)
 JH0295_MARKER: DB = BENCH MARK DISK
 JH0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0295+STABILITY: SURFACE MOTION
 JH0295
 JH0295  HISTORY     - Date     Condition        Report By
 JH0295  HISTORY     - UNK      MONUMENTED       CGS
 JH0295  HISTORY     - 1934     GOOD             NGS
 JH0295  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 JH0295
 JH0295                          STATION DESCRIPTION
 JH0295
 JH0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0295'6.7 MI S FROM TRIBUNE.
 JH0295'6.7 MILES SOUTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 JH0295'HIGHWAY NO. 27.  70 FT. WEST OF THE CENTER LINE OF THE HIGHWAY.
 JH0295'17 FT. SOUTH OF THE CENTER OF A SECTION LINE ROAD EAST AND WEST.
 JH0295'IN THE N.E. CORNER OF SECTION 29 T 19 R 40.
 JH0295
 JH0295                          STATION RECOVERY (1949)
 JH0295
 JH0295'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 JH0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0042 ***********************************************************************
 JH0042  DESIGNATION -  H 190
 JH0042  PID         -  JH0042
 JH0042  STATE/COUNTY-  KS/HODGEMAN
 JH0042  USGS QUAD   -  HORSE THIEF CANYON SW (1974)
 JH0042
 JH0042                         *CURRENT SURVEY CONTROL
 JH0042  ___________________________________________________________________
 JH0042* NAD 83(1986)-  38 04 25.     (N)    100 09 42.     (W)     SCALED    
 JH0042* NAVD 88     -       788.106  (meters)    2585.64   (feet)  ADJUSTED  
 JH0042  ___________________________________________________________________
 JH0042  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 JH0042  DYNAMIC HT  -         787.446 (meters)    2583.48  (feet)  COMP
 JH0042  MODELED GRAV-     979,765.2   (mgal)                       NAVD 88
 JH0042
 JH0042  VERT ORDER  -  SECOND    CLASS 0
 JH0042
 JH0042.The horizontal coordinates were scaled from a topographic map and have
 JH0042.an estimated accuracy of +/- 6 seconds.
 JH0042
 JH0042.The orthometric height was determined by differential leveling
 JH0042.and adjusted by the National Geodetic Survey in June 1991..
 JH0042
 JH0042.The geoid height was determined by GEOID03.
 JH0042
 JH0042.The dynamic height is computed by dividing the NAVD 88
 JH0042.geopotential number by the normal gravity value computed on the
 JH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0042.degrees latitude (g = 980.6199 gals.).
 JH0042
 JH0042.The modeled gravity was interpolated from observed gravity values.
 JH0042
 JH0042;                    North         East    Units  Estimated Accuracy
 JH0042;SPC KS S     -   557,450.      254,210.      MT  (+/- 180 meters Scaled)
 JH0042
 JH0042                          SUPERSEDED SURVEY CONTROL
 JH0042
 JH0042  NGVD 29 (??/??/92)  787.822  (m)         2584.71   (f) ADJ UNCH    2 0
 JH0042
 JH0042.Superseded values are not recommended for survey control.
 JH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0042.See file dsdata.txt to determine how the superseded data were derived.
 JH0042
 JH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH981146(NAD 83)
 JH0042_MARKER: DB = BENCH MARK DISK
 JH0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0042_STAMPING: H-190 1934
 JH0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0042+STABILITY: SURFACE MOTION
 JH0042
 JH0042  HISTORY     - Date     Condition        Report By
 JH0042  HISTORY     - 1934     MONUMENTED       CGS
 JH0042  HISTORY     - 1942     MARK NOT FOUND   LOCENG
 JH0042
 JH0042                          STATION DESCRIPTION
 JH0042
 JH0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0042'7.2 MI E FROM KALVESTA.
 JH0042'7.2 MILES EAST OF POST OFFICE, AT KALVESTA 45 FEET NORTH OF THE
 JH0042'CENTERLINE OF U.S. HIGHWAY 50-N.
 JH0042
 JH0042                          STATION RECOVERY (1942)
 JH0042
 JH0042'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 JH0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0123 ***********************************************************************
 HH0123  DESIGNATION -  H 191
 HH0123  PID         -  HH0123
 HH0123  STATE/COUNTY-  KS/HASKELL
 HH0123  USGS QUAD   -  WEST OF COPELAND (1978)
 HH0123
 HH0123                         *CURRENT SURVEY CONTROL
 HH0123  ___________________________________________________________________
 HH0123* NAD 83(1986)-  37 30 04.     (N)    100 46 55.     (W)     SCALED    
 HH0123* NAVD 88     -       882.509  (meters)    2895.36   (feet)  ADJUSTED  
 HH0123  ___________________________________________________________________
 HH0123  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 HH0123  DYNAMIC HT  -         881.681 (meters)    2892.65  (feet)  COMP
 HH0123  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 HH0123
 HH0123  VERT ORDER  -  SECOND    CLASS 0
 HH0123
 HH0123.The horizontal coordinates were scaled from a topographic map and have
 HH0123.an estimated accuracy of +/- 6 seconds.
 HH0123
 HH0123.The orthometric height was determined by differential leveling
 HH0123.and adjusted by the National Geodetic Survey in June 1991..
 HH0123
 HH0123.The geoid height was determined by GEOID03.
 HH0123
 HH0123.The dynamic height is computed by dividing the NAVD 88
 HH0123.geopotential number by the normal gravity value computed on the
 HH0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0123.degrees latitude (g = 980.6199 gals.).
 HH0123
 HH0123.The modeled gravity was interpolated from observed gravity values.
 HH0123
 HH0123;                    North         East    Units  Estimated Accuracy
 HH0123;SPC KS S     -   495,080.      198,250.      MT  (+/- 180 meters Scaled)
 HH0123
 HH0123                          SUPERSEDED SURVEY CONTROL
 HH0123
 HH0123  NGVD 29 (??/??/92)  882.140  (m)         2894.15   (f) ADJ UNCH    2 0
 HH0123
 HH0123.Superseded values are not recommended for survey control.
 HH0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0123.See file dsdata.txt to determine how the superseded data were derived.
 HH0123
 HH0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG424519(NAD 83)
 HH0123_MARKER: DB = BENCH MARK DISK
 HH0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0123_STAMPING: H 191 1934
 HH0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0123+STABILITY: SURFACE MOTION
 HH0123
 HH0123  HISTORY     - Date     Condition        Report By
 HH0123  HISTORY     - 1934     MONUMENTED       CGS
 HH0123
 HH0123                          STATION DESCRIPTION
 HH0123
 HH0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0123'3.5 MI NE FROM SUBLETTE.
 HH0123'ABOUT 3.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HH0123'FE RAILWAY FROM THE STATION AT SUBLETTE, HASKELL COUNTY, 7 FEET
 HH0123'NORTH OF MILEPOST 46, 64 FEET NORTHWEST OF THE CENTER LINE OF
 HH0123'STATE HIGHWAY 45, 41 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HH0123'TRACK, AND 9 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A
 HH0123'STANDARD DISK, STAMPED H 191 1934 AND SET IN THE TOP OF A
 HH0123'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0530 ***********************************************************************
 HG0530  DESIGNATION -  H 192
 HG0530  PID         -  HG0530
 HG0530  STATE/COUNTY-  KS/FORD
 HG0530  USGS QUAD   -  FORT DODGE (1978)
 HG0530
 HG0530                         *CURRENT SURVEY CONTROL
 HG0530  ___________________________________________________________________
 HG0530* NAD 83(1986)-  37 44 52.     (N)    099 58 12.     (W)     SCALED    
 HG0530* NAVD 88     -       767.111  (meters)    2516.76   (feet)  ADJUSTED  
 HG0530  ___________________________________________________________________
 HG0530  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 HG0530  DYNAMIC HT  -         766.442 (meters)    2514.57  (feet)  COMP
 HG0530  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 HG0530
 HG0530  VERT ORDER  -  SECOND    CLASS 0
 HG0530
 HG0530.The horizontal coordinates were scaled from a topographic map and have
 HG0530.an estimated accuracy of +/- 6 seconds.
 HG0530
 HG0530.The orthometric height was determined by differential leveling
 HG0530.and adjusted by the National Geodetic Survey in June 1991..
 HG0530
 HG0530.The geoid height was determined by GEOID03.
 HG0530
 HG0530.The dynamic height is computed by dividing the NAVD 88
 HG0530.geopotential number by the normal gravity value computed on the
 HG0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0530.degrees latitude (g = 980.6199 gals.).
 HG0530
 HG0530.The modeled gravity was interpolated from observed gravity values.
 HG0530
 HG0530;                    North         East    Units  Estimated Accuracy
 HG0530;SPC KS S     -   521,010.      270,460.      MT  (+/- 180 meters Scaled)
 HG0530
 HG0530                          SUPERSEDED SURVEY CONTROL
 HG0530
 HG0530  NGVD 29 (??/??/92)  766.775  (m)         2515.66   (f) ADJ UNCH    2 0
 HG0530
 HG0530.Superseded values are not recommended for survey control.
 HG0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0530.See file dsdata.txt to determine how the superseded data were derived.
 HG0530
 HG0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG145782(NAD 83)
 HG0530_MARKER: DB = BENCH MARK DISK
 HG0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0530_STAMPING: H 192 1934
 HG0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0530+STABILITY: SURFACE MOTION
 HG0530
 HG0530  HISTORY     - Date     Condition        Report By
 HG0530  HISTORY     - 1934     MONUMENTED       CGS
 HG0530  HISTORY     - 1964     GOOD             NGS
 HG0530
 HG0530                          STATION DESCRIPTION
 HG0530
 HG0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0530'2.5 MI E FROM DODGE CITY.
 HG0530'ABOUT 2.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0530'RAILWAY FROM THE STATION AT DODGE CITY, FORD COUNTY, ABOUT 408
 HG0530'FEET EAST OF MILEPOST 350, 54 FEET SOUTH OF THE CENTER LINE OF
 HG0530'THE MAIN TRACK, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK,
 HG0530'STAMPED H 192 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0530
 HG0530                          STATION RECOVERY (1964)
 HG0530
 HG0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HG0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0554 ***********************************************************************
 JG0554  DESIGNATION -  H 194
 JG0554  PID         -  JG0554
 JG0554  STATE/COUNTY-  KS/NESS
 JG0554  USGS QUAD   -  RANSOM (1980)
 JG0554
 JG0554                         *CURRENT SURVEY CONTROL
 JG0554  ___________________________________________________________________
 JG0554* NAD 83(1986)-  38 38 07.     (N)    099 54 22.     (W)     SCALED    
 JG0554* NAVD 88     -       763.604  (meters)    2505.26   (feet)  ADJUSTED  
 JG0554  ___________________________________________________________________
 JG0554  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 JG0554  DYNAMIC HT  -         762.998 (meters)    2503.27  (feet)  COMP
 JG0554  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 JG0554
 JG0554  VERT ORDER  -  SECOND    CLASS 0
 JG0554
 JG0554.The horizontal coordinates were scaled from a topographic map and have
 JG0554.an estimated accuracy of +/- 6 seconds.
 JG0554
 JG0554.The orthometric height was determined by differential leveling
 JG0554.and adjusted by the National Geodetic Survey in June 1991..
 JG0554
 JG0554.The geoid height was determined by GEOID03.
 JG0554
 JG0554.The dynamic height is computed by dividing the NAVD 88
 JG0554.geopotential number by the normal gravity value computed on the
 JG0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0554.degrees latitude (g = 980.6199 gals.).
 JG0554
 JG0554.The modeled gravity was interpolated from observed gravity values.
 JG0554
 JG0554;                    North         East    Units  Estimated Accuracy
 JG0554;SPC KS S     -   619,420.      277,570.      MT  (+/- 180 meters Scaled)
 JG0554
 JG0554                          SUPERSEDED SURVEY CONTROL
 JG0554
 JG0554  NGVD 29 (??/??/92)  763.301  (m)         2504.26   (f) ADJ UNCH    2 0
 JG0554
 JG0554.Superseded values are not recommended for survey control.
 JG0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0554.See file dsdata.txt to determine how the superseded data were derived.
 JG0554
 JG0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH211766(NAD 83)
 JG0554_MARKER: DB = BENCH MARK DISK
 JG0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0554_STAMPING: H 194 1934
 JG0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0554+STABILITY: SURFACE MOTION
 JG0554
 JG0554  HISTORY     - Date     Condition        Report By
 JG0554  HISTORY     - 1934     MONUMENTED       CGS
 JG0554  HISTORY     - 1940     GOOD             NGS
 JG0554
 JG0554                          STATION DESCRIPTION
 JG0554
 JG0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0554'1.8 MI E FROM RANSOM.
 JG0554'1.8 MILES EAST OF THE DEPOT IN RANSOM, BENCH MARK IS ALONG THE
 JG0554'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  88 FEET SOUTH
 JG0554'OF MILEPOST NO. 626.  48 FEET SOUTH OF THE CENTER LINE OF THE
 JG0554'MAIN TRACK.  3.0 FEET WEST OF A 4 X 4 INCH WHITE WOODEN POST
 JG0554'PROJECTING 18 INCHES.  2.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 JG0554'STD. DISK B M IN CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0288 ***********************************************************************
 JG0288  DESIGNATION -  H 195
 JG0288  PID         -  JG0288
 JG0288  STATE/COUNTY-  KS/RUSH
 JG0288  USGS QUAD   -  OTIS (1965)
 JG0288
 JG0288                         *CURRENT SURVEY CONTROL
 JG0288  ___________________________________________________________________
 JG0288* NAD 83(1986)-  38 32 14.     (N)    099 07 30.     (W)     SCALED    
 JG0288* NAVD 88     -       613.649  (meters)    2013.28   (feet)  ADJUSTED  
 JG0288  ___________________________________________________________________
 JG0288  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0288  DYNAMIC HT  -         613.185 (meters)    2011.76  (feet)  COMP
 JG0288  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 JG0288
 JG0288  VERT ORDER  -  SECOND    CLASS 0
 JG0288
 JG0288.The horizontal coordinates were scaled from a topographic map and have
 JG0288.an estimated accuracy of +/- 6 seconds.
 JG0288
 JG0288.The orthometric height was determined by differential leveling
 JG0288.and adjusted by the National Geodetic Survey in June 1991..
 JG0288
 JG0288.The geoid height was determined by GEOID03.
 JG0288
 JG0288.The dynamic height is computed by dividing the NAVD 88
 JG0288.geopotential number by the normal gravity value computed on the
 JG0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0288.degrees latitude (g = 980.6199 gals.).
 JG0288
 JG0288.The modeled gravity was interpolated from observed gravity values.
 JG0288
 JG0288;                    North         East    Units  Estimated Accuracy
 JG0288;SPC KS S     -   607,790.      345,510.      MT  (+/- 180 meters Scaled)
 JG0288
 JG0288                          SUPERSEDED SURVEY CONTROL
 JG0288
 JG0288  NGVD 29 (??/??/92)  613.405  (m)         2012.48   (f) ADJ UNCH    2 0
 JG0288
 JG0288.Superseded values are not recommended for survey control.
 JG0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0288.See file dsdata.txt to determine how the superseded data were derived.
 JG0288
 JG0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH891654(NAD 83)
 JG0288_MARKER: DB = BENCH MARK DISK
 JG0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0288_STAMPING: H 195 1934
 JG0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0288+STABILITY: SURFACE MOTION
 JG0288
 JG0288  HISTORY     - Date     Condition        Report By
 JG0288  HISTORY     - 1934     MONUMENTED       CGS
 JG0288  HISTORY     - 1964     MARK NOT FOUND   USGS
 JG0288
 JG0288                          STATION DESCRIPTION
 JG0288
 JG0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0288'10.6 MI E FROM LA CROSSE.
 JG0288'10.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0288'CITY HALL AT LA CROSSE, RUSH COUNTY, 88 FEET WEST OF THE NINTH
 JG0288'POLE NORTH OF MILEPOST 580, 160 FEET NORTH OF THE CROSSING OF
 JG0288'STATE HIGHWAY 4, AND 48 FEET WEST OF THE CENTER LINE OF THE
 JG0288'TRACK.  A STANDARD DISK, STAMPED H 195 1934 AND SET IN THE TOP
 JG0288'OF A CONCRETE POST.
 JG0288
 JG0288                          STATION RECOVERY (1964)
 JG0288
 JG0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JG0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0404 ***********************************************************************
 JG0404  DESIGNATION -  H 196
 JG0404  PID         -  JG0404
 JG0404  STATE/COUNTY-  KS/RUSH
 JG0404  USGS QUAD   -  LIEBENTHAL (1968)
 JG0404
 JG0404                         *CURRENT SURVEY CONTROL
 JG0404  ___________________________________________________________________
 JG0404* NAD 83(1986)-  38 40 11.     (N)    099 19 05.     (W)     SCALED    
 JG0404* NAVD 88     -       603.181  (meters)    1978.94   (feet)  ADJUSTED  
 JG0404  ___________________________________________________________________
 JG0404  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 JG0404  DYNAMIC HT  -         602.723 (meters)    1977.43  (feet)  COMP
 JG0404  MODELED GRAV-     979,850.6   (mgal)                       NAVD 88
 JG0404
 JG0404  VERT ORDER  -  SECOND    CLASS 0
 JG0404
 JG0404.The horizontal coordinates were scaled from a topographic map and have
 JG0404.an estimated accuracy of +/- 6 seconds.
 JG0404
 JG0404.The orthometric height was determined by differential leveling
 JG0404.and adjusted by the National Geodetic Survey in June 1991..
 JG0404
 JG0404.The geoid height was determined by GEOID03.
 JG0404
 JG0404.The dynamic height is computed by dividing the NAVD 88
 JG0404.geopotential number by the normal gravity value computed on the
 JG0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0404.degrees latitude (g = 980.6199 gals.).
 JG0404
 JG0404.The modeled gravity was interpolated from observed gravity values.
 JG0404
 JG0404;                    North         East    Units  Estimated Accuracy
 JG0404;SPC KS S     -   622,630.      328,810.      MT  (+/- 180 meters Scaled)
 JG0404
 JG0404                          SUPERSEDED SURVEY CONTROL
 JG0404
 JG0404  NGVD 29 (??/??/92)  602.932  (m)         1978.12   (f) ADJ UNCH    2 0
 JG0404
 JG0404.Superseded values are not recommended for survey control.
 JG0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0404.See file dsdata.txt to determine how the superseded data were derived.
 JG0404
 JG0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH723801(NAD 83)
 JG0404_MARKER: DB = BENCH MARK DISK
 JG0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0404_SP_SET: STONE
 JG0404_STAMPING: H 196 1934
 JG0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0404+STABILITY: SURFACE MOTION
 JG0404
 JG0404  HISTORY     - Date     Condition        Report By
 JG0404  HISTORY     - 1934     MONUMENTED       CGS
 JG0404  HISTORY     - 1940     GOOD             NGS
 JG0404  HISTORY     - 1969     MARK NOT FOUND   NGS
 JG0404
 JG0404                          STATION DESCRIPTION
 JG0404
 JG0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0404'1 MI N FROM LIEBENTHAL.
 JG0404'TO REACH FROM THE LIEBENTHAL BANK BUILDING, PROCEED NORTHWARD
 JG0404'ALONG HIGHWAYS U.S. NO. 183 AND STATE NO. 1, GO 1.0 MILE.
 JG0404'BENCH MARK IS 52 FEET EAST OF CENTER LINE OF THE HIGHWAY.
 JG0404'22 FEET NORTH OF DIRT SECTION ROAD.  21 FEET EAST OF A FENCE
 JG0404'CORNER.  1.5 FEET NORTH OF A STONE FENCE POST.  STD. DISK B M
 JG0404'ON TOP OF AN 8 INCH SQUARE CONCRETE POST PROJECTING 1.0 FOOT.
 JG0404'NO. WHITE POST SET--STONE FENCE POST SERVES AS LANDMARK.
 JG0404
 JG0404                          STATION RECOVERY (1969)
 JG0404
 JG0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JG0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1098 ***********************************************************************
 JF1098  DESIGNATION -  H 197
 JF1098  PID         -  JF1098
 JF1098  STATE/COUNTY-  KS/MCPHERSON
 JF1098  USGS QUAD   -  MARQUETTE (1979)
 JF1098
 JF1098                         *CURRENT SURVEY CONTROL
 JF1098  ___________________________________________________________________
 JF1098* NAD 83(1986)-  38 33 30.     (N)    097 50 27.     (W)     SCALED    
 JF1098* NAVD 88     -       424.599  (meters)    1393.04   (feet)  ADJUSTED  
 JF1098  ___________________________________________________________________
 JF1098  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 JF1098  DYNAMIC HT  -         424.292 (meters)    1392.03  (feet)  COMP
 JF1098  MODELED GRAV-     979,893.9   (mgal)                       NAVD 88
 JF1098
 JF1098  VERT ORDER  -  SECOND    CLASS 0
 JF1098
 JF1098.The horizontal coordinates were scaled from a topographic map and have
 JF1098.an estimated accuracy of +/- 6 seconds.
 JF1098
 JF1098.The orthometric height was determined by differential leveling
 JF1098.and adjusted by the National Geodetic Survey in June 1991..
 JF1098
 JF1098.The geoid height was determined by GEOID03.
 JF1098
 JF1098.The dynamic height is computed by dividing the NAVD 88
 JF1098.geopotential number by the normal gravity value computed on the
 JF1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1098.degrees latitude (g = 980.6199 gals.).
 JF1098
 JF1098.The modeled gravity was interpolated from observed gravity values.
 JF1098
 JF1098;                    North         East    Units  Estimated Accuracy
 JF1098;SPC KS S     -   610,160.      457,450.      MT  (+/- 180 meters Scaled)
 JF1098
 JF1098                          SUPERSEDED SURVEY CONTROL
 JF1098
 JF1098  NGVD 29 (??/??/92)  424.456  (m)         1392.57   (f) ADJ UNCH    2 0
 JF1098
 JF1098.Superseded values are not recommended for survey control.
 JF1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1098.See file dsdata.txt to determine how the superseded data were derived.
 JF1098
 JF1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH009684(NAD 83)
 JF1098_MARKER: DB = BENCH MARK DISK
 JF1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1098_STAMPING: H-197 1934
 JF1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1098+STABILITY: SURFACE MOTION
 JF1098
 JF1098  HISTORY     - Date     Condition        Report By
 JF1098  HISTORY     - 1934     MONUMENTED       CGS
 JF1098  HISTORY     - 1964     GOOD             USGS
 JF1098
 JF1098                          STATION DESCRIPTION
 JF1098
 JF1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF1098'9.8 MI W FROM LINDSBORG.
 JF1098'9.8 MILES WEST OF LINDSBORG CRIST MILL AT LINDSBORG, 12 FEET
 JF1098'SOUTHWEST OF MILE POST 506.  48 FEET SOUTH OF CENTERLINE OF
 JF1098'MISSOURI PACIFIC RAILROAD MAIN TRACK.  30 FEET NORTH OF WAGON
 JF1098'ROAD TO MARQUETTE CEMETERY.  14.5 FT SW OF THE 5TH POWER POLE
 JF1098'WEST OF RR XING (PRIVATE DRIVE) AND EAST OF MILEPOST 506.10,
 JF1098'44 FEET SOUTH OF RR, 15.5 FEET N OF ROAD LEADING TO CEMETERY.
 JF1098
 JF1098                          STATION RECOVERY (1964)
 JF1098
 JF1098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JF1098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0188 ***********************************************************************
 JG0188  DESIGNATION -  H 198
 JG0188  PID         -  JG0188
 JG0188  STATE/COUNTY-  KS/BARTON
 JG0188  USGS QUAD   -  ELLINWOOD (1979)
 JG0188
 JG0188                         *CURRENT SURVEY CONTROL
 JG0188  ___________________________________________________________________
 JG0188* NAD 83(1986)-  38 19 57.     (N)    098 31 11.     (W)     SCALED    
 JG0188* NAVD 88     -       536.294  (meters)    1759.49   (feet)  ADJUSTED  
 JG0188  ___________________________________________________________________
 JG0188  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 JG0188  DYNAMIC HT  -         535.896 (meters)    1758.19  (feet)  COMP
 JG0188  MODELED GRAV-     979,869.3   (mgal)                       NAVD 88
 JG0188
 JG0188  VERT ORDER  -  SECOND    CLASS 0
 JG0188
 JG0188.The horizontal coordinates were scaled from a topographic map and have
 JG0188.an estimated accuracy of +/- 6 seconds.
 JG0188
 JG0188.The orthometric height was determined by differential leveling
 JG0188.and adjusted by the National Geodetic Survey in June 1991..
 JG0188
 JG0188.The geoid height was determined by GEOID03.
 JG0188
 JG0188.The dynamic height is computed by dividing the NAVD 88
 JG0188.geopotential number by the normal gravity value computed on the
 JG0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0188.degrees latitude (g = 980.6199 gals.).
 JG0188
 JG0188.The modeled gravity was interpolated from observed gravity values.
 JG0188
 JG0188;                    North         East    Units  Estimated Accuracy
 JG0188;SPC KS S     -   584,890.      398,280.      MT  (+/- 180 meters Scaled)
 JG0188
 JG0188                          SUPERSEDED SURVEY CONTROL
 JG0188
 JG0188  NGVD 29 (??/??/92)  536.161  (m)         1759.05   (f) ADJ UNCH    2 0
 JG0188
 JG0188.Superseded values are not recommended for survey control.
 JG0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0188.See file dsdata.txt to determine how the superseded data were derived.
 JG0188
 JG0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH419428(NAD 83)
 JG0188_MARKER: DB = BENCH MARK DISK
 JG0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0188_STAMPING: H 198 1934
 JG0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0188+STABILITY: SURFACE MOTION
 JG0188
 JG0188  HISTORY     - Date     Condition        Report By
 JG0188  HISTORY     - 1934     MONUMENTED       CGS
 JG0188  HISTORY     - 1955     MARK NOT FOUND   NGS
 JG0188
 JG0188                          STATION DESCRIPTION
 JG0188
 JG0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JG0188'4.1 MI SE FROM ELLINWOOD.
 JG0188'4.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JG0188'RAILWAY FROM THE STATION AT ELLINWOOD, BARTON COUNTY, 109 FEET
 JG0188'EAST OF THE SEVENTH POLE SOUTHEAST OF MILEPOST 256, 45 FEET
 JG0188'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 30 FEET SOUTH
 JG0188'OF AN EAST-AND-WEST SECTION-LINE ROAD.  A STANDARD DISK,
 JG0188'STAMPED H 198 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0062 ***********************************************************************
 HG0062  DESIGNATION -  H 199
 HG0062  PID         -  HG0062
 HG0062  STATE/COUNTY-  KS/RENO
 HG0062  USGS QUAD   -  SYLVIA (1971)
 HG0062
 HG0062                         *CURRENT SURVEY CONTROL
 HG0062  ___________________________________________________________________
 HG0062* NAD 83(1986)-  37 57 58.     (N)    098 22 51.     (W)     SCALED    
 HG0062* NAVD 88     -       523.253  (meters)    1716.71   (feet)  ADJUSTED  
 HG0062  ___________________________________________________________________
 HG0062  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 HG0062  DYNAMIC HT  -         522.839 (meters)    1715.35  (feet)  COMP
 HG0062  MODELED GRAV-     979,820.8   (mgal)                       NAVD 88
 HG0062
 HG0062  VERT ORDER  -  SECOND    CLASS 0
 HG0062
 HG0062.The horizontal coordinates were scaled from a topographic map and have
 HG0062.an estimated accuracy of +/- 6 seconds.
 HG0062
 HG0062.The orthometric height was determined by differential leveling
 HG0062.and adjusted by the National Geodetic Survey in June 1991..
 HG0062
 HG0062.The geoid height was determined by GEOID03.
 HG0062
 HG0062.The dynamic height is computed by dividing the NAVD 88
 HG0062.geopotential number by the normal gravity value computed on the
 HG0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0062.degrees latitude (g = 980.6199 gals.).
 HG0062
 HG0062.The modeled gravity was interpolated from observed gravity values.
 HG0062
 HG0062;                    North         East    Units  Estimated Accuracy
 HG0062;SPC KS S     -   544,230.      410,470.      MT  (+/- 180 meters Scaled)
 HG0062
 HG0062                          SUPERSEDED SURVEY CONTROL
 HG0062
 HG0062  NGVD 29 (??/??/92)  523.104  (m)         1716.22   (f) ADJ UNCH    2 0
 HG0062
 HG0062.Superseded values are not recommended for survey control.
 HG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0062.See file dsdata.txt to determine how the superseded data were derived.
 HG0062
 HG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH543022(NAD 83)
 HG0062_MARKER: DB = BENCH MARK DISK
 HG0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0062_STAMPING: H 199 1934
 HG0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0062+STABILITY: SURFACE MOTION
 HG0062
 HG0062  HISTORY     - Date     Condition        Report By
 HG0062  HISTORY     - 1934     MONUMENTED       CGS
 HG0062
 HG0062                          STATION DESCRIPTION
 HG0062
 HG0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0062'1.6 MI E FROM SYLVIA.
 HG0062'1.6 MILES EAST OF AT AND SF RR DEPOT AT SYLVIA 88 FEET NORTH OF
 HG0062'FIFTH POLE EAST OF MILE POST 245.  36 FEET WEST OF CENTERLINE OF
 HG0062'NORTH AND SOUTH SECTION ROAD.  48 FEET NORTH OF CENTERLINE OF
 HG0062'ATCHISON TOPEKA AND SANTA FE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0103 ***********************************************************************
 KH0103  DESIGNATION -  H 2
 KH0103  PID         -  KH0103
 KH0103  STATE/COUNTY-  KS/GOVE
 KH0103  USGS QUAD   -  GRAINFIELD (1979)
 KH0103
 KH0103                         *CURRENT SURVEY CONTROL
 KH0103  ___________________________________________________________________
 KH0103* NAD 83(1986)-  39 06 47.     (N)    100 27 55.     (W)     SCALED    
 KH0103* NAVD 88     -       858.028  (meters)    2815.05   (feet)  ADJUSTED  
 KH0103  ___________________________________________________________________
 KH0103  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 KH0103  DYNAMIC HT  -         857.359 (meters)    2812.85  (feet)  COMP
 KH0103  MODELED GRAV-     979,818.9   (mgal)                       NAVD 88
 KH0103
 KH0103  VERT ORDER  -  FIRST     CLASS II
 KH0103
 KH0103.The horizontal coordinates were scaled from a topographic map and have
 KH0103.an estimated accuracy of +/- 6 seconds.
 KH0103
 KH0103.The orthometric height was determined by differential leveling
 KH0103.and adjusted by the National Geodetic Survey in June 1991..
 KH0103
 KH0103.The geoid height was determined by GEOID03.
 KH0103
 KH0103.The dynamic height is computed by dividing the NAVD 88
 KH0103.geopotential number by the normal gravity value computed on the
 KH0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0103.degrees latitude (g = 980.6199 gals.).
 KH0103
 KH0103.The modeled gravity was interpolated from observed gravity values.
 KH0103
 KH0103;                    North         East    Units  Estimated Accuracy
 KH0103;SPC KS N     -    89,460.      186,820.      MT  (+/- 180 meters Scaled)
 KH0103
 KH0103                          SUPERSEDED SURVEY CONTROL
 KH0103
 KH0103  NGVD 29 (??/??/92)  857.706  (m)         2813.99   (f) ADJ UNCH    1 2
 KH0103
 KH0103.Superseded values are not recommended for survey control.
 KH0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0103.See file dsdata.txt to determine how the superseded data were derived.
 KH0103
 KH0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ733303(NAD 83)
 KH0103_MARKER: X = CHISELED CROSS
 KH0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0103_SP_SET: BUILDING
 KH0103_MARK LOGO: NONE  
 KH0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0103+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 KH0103
 KH0103  HISTORY     - Date     Condition        Report By
 KH0103  HISTORY     - UNK      MONUMENTED       CGS
 KH0103  HISTORY     - 1953     GOOD             NGS
 KH0103  HISTORY     - 1986     GOOD             NGS
 KH0103  HISTORY     - 20010522 GOOD             INDIV
 KH0103
 KH0103                          STATION DESCRIPTION
 KH0103
 KH0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0103'0.2 MI N FROM GRAINFIELD.
 KH0103'0.2 MILE NORTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 KH0103'STATION AT GRAINFIELD, AT THE OLD OPERA HOUSE BUILDING, 3 FEET
 KH0103'ABOVE THE SIDEWALK, 0.1 FOOT ABOVE THE LETTERS USBM, AT THE
 KH0103'SOUTHEAST CORNER OF THE BUILDING, A CHISELED CROSS IN THE IRON
 KH0103'FACE OF THE BUILDING.
 KH0103
 KH0103                          STATION RECOVERY (1986)
 KH0103
 KH0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0103'RECOVERED IN GOOD CONDITION.
 KH0103
 KH0103                          STATION RECOVERY (2001)
 KH0103
 KH0103'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KDP)
 KH0103'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0031 ***********************************************************************
 JH0031  DESIGNATION -  H 20
 JH0031  PID         -  JH0031
 JH0031  STATE/COUNTY-  KS/NESS
 JH0031  USGS QUAD   -  ARNOLD (1981)
 JH0031
 JH0031                         *CURRENT SURVEY CONTROL
 JH0031  ___________________________________________________________________
 JH0031* NAD 83(1986)-  38 38 36.     (N)    100 07 15.     (W)     SCALED    
 JH0031* NAVD 88     -       789.931  (meters)    2591.63   (feet)  ADJUSTED  
 JH0031  ___________________________________________________________________
 JH0031  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 JH0031  DYNAMIC HT  -         789.303 (meters)    2589.57  (feet)  COMP
 JH0031  MODELED GRAV-     979,805.9   (mgal)                       NAVD 88
 JH0031
 JH0031  VERT ORDER  -  SECOND    CLASS 0
 JH0031
 JH0031.The horizontal coordinates were scaled from a topographic map and have
 JH0031.an estimated accuracy of +/- 6 seconds.
 JH0031
 JH0031.The orthometric height was determined by differential leveling
 JH0031.and adjusted by the National Geodetic Survey in June 1991..
 JH0031
 JH0031.The geoid height was determined by GEOID03.
 JH0031
 JH0031.The dynamic height is computed by dividing the NAVD 88
 JH0031.geopotential number by the normal gravity value computed on the
 JH0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0031.degrees latitude (g = 980.6199 gals.).
 JH0031
 JH0031.The modeled gravity was interpolated from observed gravity values.
 JH0031
 JH0031;                    North         East    Units  Estimated Accuracy
 JH0031;SPC KS S     -   620,620.      258,900.      MT  (+/- 180 meters Scaled)
 JH0031
 JH0031                          SUPERSEDED SURVEY CONTROL
 JH0031
 JH0031  NGVD 29 (??/??/92)  789.636  (m)         2590.66   (f) ADJ UNCH    2 0
 JH0031
 JH0031.Superseded values are not recommended for survey control.
 JH0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0031.See file dsdata.txt to determine how the superseded data were derived.
 JH0031
 JH0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH024777(NAD 83)
 JH0031_MARKER: DB = BENCH MARK DISK
 JH0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0031+STABILITY: SURFACE MOTION
 JH0031
 JH0031  HISTORY     - Date     Condition        Report By
 JH0031  HISTORY     - UNK      MONUMENTED       CGS
 JH0031  HISTORY     - 1934     GOOD             NGS
 JH0031  HISTORY     - 1977     MARK NOT FOUND   USGS
 JH0031
 JH0031                          STATION DESCRIPTION
 JH0031
 JH0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0031'2.4 MI E FROM UTICA.
 JH0031'2.4 MILES EAST BY RAIL.  LOCATED ALONG THE R. OF W. OF THE
 JH0031'M. P. R. R. CO.  47 FT. NORTH OF THE CENTER LINE OF THE TRACK.
 JH0031'39 FT. WEST OF THE CENTER OF A PRIVATE ROAD CROSSING.  IN THE
 JH0031'S.W. CORNER OF SECTION 19 R 25 W T16 S.
 JH0031
 JH0031                          STATION RECOVERY (1977)
 JH0031
 JH0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JH0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0127 ***********************************************************************
 HH0127  DESIGNATION -  H 21
 HH0127  PID         -  HH0127
 HH0127  STATE/COUNTY-  KS/SEWARD
 HH0127  USGS QUAD   -  HAYNE (1971)
 HH0127
 HH0127                         *CURRENT SURVEY CONTROL
 HH0127  ___________________________________________________________________
 HH0127* NAD 83(1986)-  37 06 01.     (N)    100 48 20.     (W)     SCALED    
 HH0127* NAVD 88     -       846.067  (meters)    2775.80   (feet)  ADJUSTED  
 HH0127  ___________________________________________________________________
 HH0127  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 HH0127  DYNAMIC HT  -         845.254 (meters)    2773.14  (feet)  COMP
 HH0127  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 HH0127
 HH0127  VERT ORDER  -  SECOND    CLASS 0
 HH0127
 HH0127.The horizontal coordinates were scaled from a topographic map and have
 HH0127.an estimated accuracy of +/- 6 seconds.
 HH0127
 HH0127.The orthometric height was determined by differential leveling
 HH0127.and adjusted by the National Geodetic Survey in June 1991..
 HH0127
 HH0127.The geoid height was determined by GEOID03.
 HH0127
 HH0127.The dynamic height is computed by dividing the NAVD 88
 HH0127.geopotential number by the normal gravity value computed on the
 HH0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0127.degrees latitude (g = 980.6199 gals.).
 HH0127
 HH0127.The modeled gravity was interpolated from observed gravity values.
 HH0127
 HH0127;                    North         East    Units  Estimated Accuracy
 HH0127;SPC KS S     -   450,660.      195,060.      MT  (+/- 180 meters Scaled)
 HH0127
 HH0127                          SUPERSEDED SURVEY CONTROL
 HH0127
 HH0127  NGVD 29 (??/??/92)  845.716  (m)         2774.65   (f) ADJ UNCH    2 0
 HH0127
 HH0127.Superseded values are not recommended for survey control.
 HH0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0127.See file dsdata.txt to determine how the superseded data were derived.
 HH0127
 HH0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG395075(NAD 83)
 HH0127_MARKER: DB = BENCH MARK DISK
 HH0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0127_STAMPING: H 21 1933
 HH0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0127+STABILITY: SURFACE MOTION
 HH0127
 HH0127  HISTORY     - Date     Condition        Report By
 HH0127  HISTORY     - 1933     MONUMENTED       CGS
 HH0127  HISTORY     - 1984     GOOD             KSDT
 HH0127
 HH0127                          STATION DESCRIPTION
 HH0127
 HH0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0127'AT HAYNE.
 HH0127'AT HAYNE, SEWARD COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 HH0127'RAILWAY, ABOUT 1 POLE SOUTHWEST OF THE STATION, ABOUT 16 POLES
 HH0127'SOUTHWEST OF MILEPOST 426, 42 FEET NORTHWEST OF THE CENTER LINE
 HH0127'OF THE TRACK, AND 7 FEET SOUTHWEST OF A POLE.  A STANDARD DISK,
 HH0127'STAMPED H 21 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HH0127
 HH0127                          STATION RECOVERY (1984)
 HH0127
 HH0127'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1984
 HH0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0465 ***********************************************************************
 HF0465  DESIGNATION -  H 210
 HF0465  PID         -  HF0465
 HF0465  STATE/COUNTY-  KS/SEDGWICK
 HF0465  USGS QUAD   -  MAIZE (1982)
 HF0465
 HF0465                         *CURRENT SURVEY CONTROL
 HF0465  ___________________________________________________________________
 HF0465* NAD 83(1986)-  37 46 47.     (N)    097 29 58.     (W)     SCALED    
 HF0465* NAVD 88     -       417.229  (meters)    1368.86   (feet)  ADJUSTED  
 HF0465  ___________________________________________________________________
 HF0465  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HF0465  DYNAMIC HT  -         416.900 (meters)    1367.78  (feet)  COMP
 HF0465  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 HF0465
 HF0465  VERT ORDER  -  SECOND    CLASS 0
 HF0465
 HF0465.The horizontal coordinates were scaled from a topographic map and have
 HF0465.an estimated accuracy of +/- 6 seconds.
 HF0465
 HF0465.The orthometric height was determined by differential leveling
 HF0465.and adjusted by the National Geodetic Survey in June 1991..
 HF0465
 HF0465.The geoid height was determined by GEOID03.
 HF0465
 HF0465.The dynamic height is computed by dividing the NAVD 88
 HF0465.geopotential number by the normal gravity value computed on the
 HF0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0465.degrees latitude (g = 980.6199 gals.).
 HF0465
 HF0465.The modeled gravity was interpolated from observed gravity values.
 HF0465
 HF0465;                    North         East    Units  Estimated Accuracy
 HF0465;SPC KS S     -   524,010.      488,140.      MT  (+/- 180 meters Scaled)
 HF0465
 HF0465                          SUPERSEDED SURVEY CONTROL
 HF0465
 HF0465  NGVD 29 (??/??/92)  417.085  (m)         1368.39   (f) ADJ UNCH    2 0
 HF0465
 HF0465.Superseded values are not recommended for survey control.
 HF0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0465.See file dsdata.txt to determine how the superseded data were derived.
 HF0465
 HF0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG321824(NAD 83)
 HF0465_MARKER: DB = BENCH MARK DISK
 HF0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0465_STAMPING: H 210 1934
 HF0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0465+STABILITY: SURFACE MOTION
 HF0465
 HF0465  HISTORY     - Date     Condition        Report By
 HF0465  HISTORY     - 1934     MONUMENTED       CGS
 HF0465  HISTORY     - 1951     POOR             NGS
 HF0465
 HF0465                          STATION DESCRIPTION
 HF0465
 HF0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0465'1.8 MI W FROM MAIZE.
 HF0465'1.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF0465'STATION AT MAIZE, SEDGWICK COUNTY, 2.0 MILES EAST OF COLWICH, 12
 HF0465'FEET SOUTH OF POLE 496/33, AT THE CROSSING OF A SECTION-LINE
 HF0465'ROAD, 45 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 35 FEET
 HF0465'WEST OF THE CENTER LINE OF THE ROAD, AND 10 FEET WEST OF A
 HF0465'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK SET IN THE TOP OF
 HF0465'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HF0465
 HF0465                          STATION RECOVERY (1951)
 HF0465
 HF0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 HF0465'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0484 ***********************************************************************
 HF0484  DESIGNATION -  H 211
 HF0484  PID         -  HF0484
 HF0484  STATE/COUNTY-  KS/SEDGWICK
 HF0484  USGS QUAD   -  WICHITA EAST (1982)
 HF0484
 HF0484                         *CURRENT SURVEY CONTROL
 HF0484  ___________________________________________________________________
 HF0484* NAD 83(1986)-  37 43 01.     (N)    097 19 54.     (W)     SCALED    
 HF0484* NAVD 88     -       399.723  (meters)    1311.42   (feet)  ADJUSTED  
 HF0484  ___________________________________________________________________
 HF0484  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF0484  DYNAMIC HT  -         399.409 (meters)    1310.39  (feet)  COMP
 HF0484  MODELED GRAV-     979,833.2   (mgal)                       NAVD 88
 HF0484
 HF0484  VERT ORDER  -  SECOND    CLASS 0
 HF0484
 HF0484.The horizontal coordinates were scaled from a topographic map and have
 HF0484.an estimated accuracy of +/- 6 seconds.
 HF0484
 HF0484.The orthometric height was determined by differential leveling
 HF0484.and adjusted by the National Geodetic Survey in June 1991..
 HF0484
 HF0484.The geoid height was determined by GEOID03.
 HF0484
 HF0484.The dynamic height is computed by dividing the NAVD 88
 HF0484.geopotential number by the normal gravity value computed on the
 HF0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0484.degrees latitude (g = 980.6199 gals.).
 HF0484
 HF0484.The modeled gravity was interpolated from observed gravity values.
 HF0484
 HF0484;                    North         East    Units  Estimated Accuracy
 HF0484;SPC KS S     -   517,210.      503,000.      MT  (+/- 180 meters Scaled)
 HF0484
 HF0484                          SUPERSEDED SURVEY CONTROL
 HF0484
 HF0484  NGVD 29 (??/??/92)  399.580  (m)         1310.96   (f) ADJ UNCH    2 0
 HF0484
 HF0484.Superseded values are not recommended for survey control.
 HF0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0484.See file dsdata.txt to determine how the superseded data were derived.
 HF0484
 HF0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG470757(NAD 83)
 HF0484_MARKER: DB = BENCH MARK DISK
 HF0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0484_STAMPING: H 211 1934
 HF0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0484+STABILITY: SURFACE MOTION
 HF0484
 HF0484  HISTORY     - Date     Condition        Report By
 HF0484  HISTORY     - 1934     MONUMENTED       CGS
 HF0484  HISTORY     - 1954     GOOD             NGS
 HF0484  HISTORY     - 1972     MARK NOT FOUND   NGS
 HF0484
 HF0484                          STATION DESCRIPTION
 HF0484
 HF0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HF0484'AT WICHITA.
 HF0484'AT WICHITA, SEDGWICK COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 HF0484'RAILWAY, AT THE CROSSING OF EIGHTEENTH STREET, 20 FEET SOUTH OF
 HF0484'THE WESTERN UNION TELEGRAPH CO. BRANCH OFFICE, 60 FEET SOUTH
 HF0484'OF THE CENTERLINE OF THE STREET, AND 30 FEET EAST OF THE
 HF0484'CENTERLINE OF THE MAIN NORTH-BOUND TRACK.  A STANDARD DISK,
 HF0484'STAMPED H 211 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HF0484'2 INCHES ABOVE GROUND.  NOTE-- WESTERN UNION TELEGRAPH CO IS
 HF0484'NO LONGER IN EXISTENCE.
 HF0484
 HF0484                          STATION RECOVERY (1972)
 HF0484
 HF0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0355 ***********************************************************************
 JF0355  DESIGNATION -  H 213
 JF0355  PID         -  JF0355
 JF0355  STATE/COUNTY-  KS/MARION
 JF0355  USGS QUAD   -  FLORENCE (1989)
 JF0355
 JF0355                         *CURRENT SURVEY CONTROL
 JF0355  ___________________________________________________________________
 JF0355* NAD 83(1986)-  38 13 37.     (N)    096 57 02.     (W)     SCALED    
 JF0355* NAVD 88     -       390.211  (meters)    1280.22   (feet)  ADJUSTED  
 JF0355  ___________________________________________________________________
 JF0355  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 JF0355  DYNAMIC HT  -         389.923 (meters)    1279.27  (feet)  COMP
 JF0355  MODELED GRAV-     979,878.9   (mgal)                       NAVD 88
 JF0355
 JF0355  VERT ORDER  -  SECOND    CLASS 0
 JF0355
 JF0355.The horizontal coordinates were scaled from a topographic map and have
 JF0355.an estimated accuracy of +/- 6 seconds.
 JF0355
 JF0355.The orthometric height was determined by differential leveling
 JF0355.and adjusted by the National Geodetic Survey in June 1991..
 JF0355
 JF0355.The geoid height was determined by GEOID03.
 JF0355
 JF0355.The dynamic height is computed by dividing the NAVD 88
 JF0355.geopotential number by the normal gravity value computed on the
 JF0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0355.degrees latitude (g = 980.6199 gals.).
 JF0355
 JF0355.The modeled gravity was interpolated from observed gravity values.
 JF0355
 JF0355;                    North         East    Units  Estimated Accuracy
 JF0355;SPC KS S     -   574,300.      535,660.      MT  (+/- 180 meters Scaled)
 JF0355
 JF0355                          SUPERSEDED SURVEY CONTROL
 JF0355
 JF0355  NGVD 29 (??/??/92)  390.058  (m)         1279.72   (f) ADJ UNCH    2 0
 JF0355
 JF0355.Superseded values are not recommended for survey control.
 JF0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0355.See file dsdata.txt to determine how the superseded data were derived.
 JF0355
 JF0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH793329(NAD 83)
 JF0355_MARKER: DB = BENCH MARK DISK
 JF0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0355+STABILITY: SURFACE MOTION
 JF0355
 JF0355  HISTORY     - Date     Condition        Report By
 JF0355  HISTORY     - UNK      MONUMENTED       CGS
 JF0355  HISTORY     - 1934     GOOD             NGS
 JF0355  HISTORY     - 1940     GOOD             NGS
 JF0355
 JF0355                          STATION DESCRIPTION
 JF0355
 JF0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0355'1.6 MI W FROM FLORENCE.
 JF0355'1.6 MILES WEST OF FLORENCE, KANS. ON THE SANTA FE R.R. 30 FEET
 JF0355'NORTH OF THE NORTH TRACK, 2 RAILS WEST OF ROAD CROSSING ON R.O.W.
 JF0355'FENCE LINE.  7 RAILS WEST OF BRIDGE NO. 158-A, MILE 158.4.
 JF0355
 JF0355                          STATION RECOVERY (1940)
 JF0355
 JF0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 JF0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0415 ***********************************************************************
 JF0415  DESIGNATION -  H 215
 JF0415  PID         -  JF0415
 JF0415  STATE/COUNTY-  KS/MORRIS
 JF0415  USGS QUAD   -  WHITE CITY (1971)
 JF0415
 JF0415                         *CURRENT SURVEY CONTROL
 JF0415  ___________________________________________________________________
 JF0415* NAD 83(1986)-  38 48 34.     (N)    096 43 25.     (W)     SCALED    
 JF0415* NAVD 88     -       447.541  (meters)    1468.31   (feet)  ADJUSTED  
 JF0415  ___________________________________________________________________
 JF0415  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 JF0415  DYNAMIC HT  -         447.229 (meters)    1467.28  (feet)  COMP
 JF0415  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 JF0415
 JF0415  VERT ORDER  -  SECOND    CLASS 0
 JF0415
 JF0415.The horizontal coordinates were scaled from a topographic map and have
 JF0415.an estimated accuracy of +/- 6 seconds.
 JF0415
 JF0415.The orthometric height was determined by differential leveling
 JF0415.and adjusted by the National Geodetic Survey in June 1991..
 JF0415
 JF0415.The geoid height was determined by GEOID03.
 JF0415
 JF0415.The dynamic height is computed by dividing the NAVD 88
 JF0415.geopotential number by the normal gravity value computed on the
 JF0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0415.degrees latitude (g = 980.6199 gals.).
 JF0415
 JF0415.The modeled gravity was interpolated from observed gravity values.
 JF0415
 JF0415;                    North         East    Units  Estimated Accuracy
 JF0415;SPC KS N     -    53,640.      510,860.      MT  (+/- 180 meters Scaled)
 JF0415
 JF0415                          SUPERSEDED SURVEY CONTROL
 JF0415
 JF0415  NGVD 29 (??/??/92)  447.384  (m)         1467.79   (f) ADJ UNCH    2 0
 JF0415
 JF0415.Superseded values are not recommended for survey control.
 JF0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0415.See file dsdata.txt to determine how the superseded data were derived.
 JF0415
 JF0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH976980(NAD 83)
 JF0415_MARKER: DB = BENCH MARK DISK
 JF0415_SETTING: 0 = UNSPECIFIED SETTING
 JF0415_STAMPING: H 125 1934
 JF0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0415
 JF0415  HISTORY     - Date     Condition        Report By
 JF0415  HISTORY     - 1934     MONUMENTED       CGS
 JF0415  HISTORY     - 1960     GOOD             NGS
 JF0415
 JF0415                          STATION DESCRIPTION
 JF0415
 JF0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JF0415'1 MI NE FROM WHITE CITY.
 JF0415'11 POLES SOUTHWEST OF MILE POST 155, 105 FEET WEST OF CENTER LINE
 JF0415'OF ROAD, 30 FEET NORTH OF NORTH RAILS, 1 FOOT SOUTH OF FENCE,
 JF0415'1 FOOT EAST OF A METAL WITNESS POST, AND PROJECTS 6 INCHES IN
 JF0415'NORTHWEST ANGLE OF CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0033 ***********************************************************************
 HF0033  DESIGNATION -  H 216
 HF0033  PID         -  HF0033
 HF0033  STATE/COUNTY-  KS/GREENWOOD
 HF0033  USGS QUAD   -  SEVERY NORTH (1975)
 HF0033
 HF0033                         *CURRENT SURVEY CONTROL
 HF0033  ___________________________________________________________________
 HF0033* NAD 83(1986)-  37 39 52.     (N)    096 13 54.     (W)     SCALED    
 HF0033* NAVD 88     -       338.036  (meters)    1109.04   (feet)  ADJUSTED  
 HF0033  ___________________________________________________________________
 HF0033  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 HF0033  DYNAMIC HT  -         337.768 (meters)    1108.16  (feet)  COMP
 HF0033  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 HF0033
 HF0033  VERT ORDER  -  SECOND    CLASS 0
 HF0033
 HF0033.The horizontal coordinates were scaled from a topographic map and have
 HF0033.an estimated accuracy of +/- 6 seconds.
 HF0033
 HF0033.The orthometric height was determined by differential leveling
 HF0033.and adjusted by the National Geodetic Survey in June 1991..
 HF0033
 HF0033.The geoid height was determined by GEOID03.
 HF0033
 HF0033.The dynamic height is computed by dividing the NAVD 88
 HF0033.geopotential number by the normal gravity value computed on the
 HF0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0033.degrees latitude (g = 980.6199 gals.).
 HF0033
 HF0033.The modeled gravity was interpolated from observed gravity values.
 HF0033
 HF0033;                    North         East    Units  Estimated Accuracy
 HF0033;SPC KS S     -   513,170.      600,110.      MT  (+/- 180 meters Scaled)
 HF0033
 HF0033                          SUPERSEDED SURVEY CONTROL
 HF0033
 HF0033  NGVD 29 (??/??/92)  337.880  (m)         1108.53   (f) ADJ UNCH    2 0
 HF0033
 HF0033.Superseded values are not recommended for survey control.
 HF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0033.See file dsdata.txt to determine how the superseded data were derived.
 HF0033
 HF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG441721(NAD 83)
 HF0033_MARKER: DB = BENCH MARK DISK
 HF0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0033_STAMPING: H 216 1935
 HF0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0033+STABILITY: SURFACE MOTION
 HF0033
 HF0033  HISTORY     - Date     Condition        Report By
 HF0033  HISTORY     - 1935     MONUMENTED       CGS
 HF0033  HISTORY     - 1943     GOOD             NGS
 HF0033  HISTORY     - 1976     GOOD             NGS
 HF0033  HISTORY     - 1976     GOOD             NGS
 HF0033
 HF0033                          STATION DESCRIPTION
 HF0033
 HF0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0033'3 MI N FROM SEVERY.
 HF0033'3.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0033'FROM SEVERY, GREENWOOD COUNTY, 6 FEET SOUTH OF THE THIRD POLE
 HF0033'NORTH OF MILEPOST 60, 200 FEET NORTH OF A COUNTY-ROAD CROSSING,
 HF0033'AND 50 FEET WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 HF0033'DISK, STAMPED H 216 1935 AND SET IN THE TOP OF A CONCRETE POST
 HF0033'PROJECTING 4 INCHES ABOVE GROUND.
 HF0033
 HF0033                          STATION RECOVERY (1943)
 HF0033
 HF0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 HF0033'RECOVERED IN GOOD CONDITION.
 HF0033
 HF0033                          STATION RECOVERY (1976)
 HF0033
 HF0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0033'RECOVERED IN GOOD CONDITION.
 HF0033
 HF0033                          STATION RECOVERY (1976)
 HF0033
 HF0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0034 ***********************************************************************
 HF0034  DESIGNATION -  H 216 RESET
 HF0034  PID         -  HF0034
 HF0034  STATE/COUNTY-  KS/GREENWOOD
 HF0034  USGS QUAD   -  SEVERY NORTH (1975)
 HF0034
 HF0034                         *CURRENT SURVEY CONTROL
 HF0034  ___________________________________________________________________
 HF0034* NAD 83(1986)-  37 39 51.     (N)    096 13 58.     (W)     SCALED    
 HF0034* NAVD 88     -       339.09   (+/-2cm)    1112.5    (feet)  VERTCON   
 HF0034  ___________________________________________________________________
 HF0034  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 HF0034
 HF0034  VERT ORDER  -  THIRD (See Below)
 HF0034
 HF0034.The horizontal coordinates were scaled from a topographic map and have
 HF0034.an estimated accuracy of +/- 6 seconds.
 HF0034
 HF0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF0034.The vertical order pertains to the NGVD 29 superseded value.
 HF0034
 HF0034.The geoid height was determined by GEOID03.
 HF0034
 HF0034;                    North         East    Units  Estimated Accuracy
 HF0034;SPC KS S     -   513,140.      600,010.      MT  (+/- 180 meters Scaled)
 HF0034
 HF0034                          SUPERSEDED SURVEY CONTROL
 HF0034
 HF0034  NGVD 29 (03/09/04)  338.93   (m)         1112.0    (f) RESET       3  
 HF0034
 HF0034.Superseded values are not recommended for survey control.
 HF0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0034.See file dsdata.txt to determine how the superseded data were derived.
 HF0034
 HF0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG440721(NAD 83)
 HF0034_MARKER: DB = BENCH MARK DISK
 HF0034_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 HF0034+WITH SETTING: INTO GROUND
 HF0034_STAMPING: H 216 RESET 1976
 HF0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0034+STABILITY: SURFACE MOTION
 HF0034
 HF0034  HISTORY     - Date     Condition        Report By
 HF0034  HISTORY     - 1976     MONUMENTED       NGS
 HF0034
 HF0034                          STATION DESCRIPTION
 HF0034
 HF0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HF0034'3 MI N FROM SEVERY.
 HF0034'TO REACH THE BENCH MARK FROM THE JUNCTION OF STATE HIGHWAYS 99
 HF0034'AND 96, ABOUT 1.0 MILE NORTH OF SEVERY, GO NORTH ON HIGHWAY 99
 HF0034'FOR 2.0 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST ON A
 HF0034'GRAVELED ROAD FOR 0.1 MILE TO THE BENCH MARK ON THE LEFT, 26.8
 HF0034'FEET WEST-SOUTHWEST OF A POWER POLE, 26.5 FEET WEST OF A CORNER
 HF0034'FENCE POST, 20 FEET NORTH OF THE CENTER OF A METAL WITNESS
 HF0034'POST.  A STANDARD DISK STAMPED H 216 RESET 1976, CRIMPED TO THE
 HF0034'TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED AT
 HF0034'THE BOTTOM, ENCASED IN A 6-INCH TILE WITH GRAVEL AND SET 3
 HF0034'INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0062 ***********************************************************************
 HH0062  DESIGNATION -  H 22
 HH0062  PID         -  HH0062
 HH0062  STATE/COUNTY-  KS/MEADE
 HH0062  USGS QUAD   -  MEADE (1983)
 HH0062
 HH0062                         *CURRENT SURVEY CONTROL
 HH0062  ___________________________________________________________________
 HH0062* NAD 83(1986)-  37 18 13.     (N)    100 18 51.     (W)     SCALED    
 HH0062* NAVD 88     -       746.568  (meters)    2449.37   (feet)  ADJUSTED  
 HH0062  ___________________________________________________________________
 HH0062  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 HH0062  DYNAMIC HT  -         745.879 (meters)    2447.10  (feet)  COMP
 HH0062  MODELED GRAV-     979,682.7   (mgal)                       NAVD 88
 HH0062
 HH0062  VERT ORDER  -  SECOND    CLASS 0
 HH0062
 HH0062.The horizontal coordinates were scaled from a topographic map and have
 HH0062.an estimated accuracy of +/- 6 seconds.
 HH0062
 HH0062.The orthometric height was determined by differential leveling
 HH0062.and adjusted by the National Geodetic Survey in June 1991..
 HH0062
 HH0062.The geoid height was determined by GEOID03.
 HH0062
 HH0062.The dynamic height is computed by dividing the NAVD 88
 HH0062.geopotential number by the normal gravity value computed on the
 HH0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0062.degrees latitude (g = 980.6199 gals.).
 HH0062
 HH0062.The modeled gravity was interpolated from observed gravity values.
 HH0062
 HH0062;                    North         East    Units  Estimated Accuracy
 HH0062;SPC KS S     -   472,260.      239,170.      MT  (+/- 180 meters Scaled)
 HH0062
 HH0062                          SUPERSEDED SURVEY CONTROL
 HH0062
 HH0062  NGVD 29 (??/??/92)  746.240  (m)         2448.29   (f) ADJ UNCH    2 0
 HH0062
 HH0062.Superseded values are not recommended for survey control.
 HH0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0062.See file dsdata.txt to determine how the superseded data were derived.
 HH0062
 HH0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG835293(NAD 83)
 HH0062_MARKER: DB = BENCH MARK DISK
 HH0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0062_SP_SET: CULVERT
 HH0062_STAMPING: H 22 1933
 HH0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0062
 HH0062  HISTORY     - Date     Condition        Report By
 HH0062  HISTORY     - 1933     MONUMENTED       CGS
 HH0062
 HH0062                          STATION DESCRIPTION
 HH0062
 HH0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0062'2 MI NE FROM MEADE.
 HH0062'ABOUT 2.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0062'PACIFIC RAILWAY FROM THE STATION AT MEADE, MEADE COUNTY, ABOUT
 HH0062'2 1/2 POLES SOUTHWEST OF MILEPOST 389, 90 FEET SOUTHEAST OF THE
 HH0062'CENTER LINE OF THE TRACK, AND IN THE TOP OF THE SOUTHWEST END
 HH0062'OF THE NORTHWEST CONCRETE HEAD WALL OF AN 8-FOOT CONCRETE BOX
 HH0062'HIGHWAY CULVERT.  A STANDARD DISK, STAMPED H 22 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1001 ***********************************************************************
 JE1001  DESIGNATION -  H 221
 JE1001  PID         -  JE1001
 JE1001  STATE/COUNTY-  KS/FRANKLIN
 JE1001  USGS QUAD   -  PEORIA (1983)
 JE1001
 JE1001                         *CURRENT SURVEY CONTROL
 JE1001  ___________________________________________________________________
 JE1001* NAD 83(1986)-  38 33 49.     (N)    095 07 46.     (W)     SCALED    
 JE1001* NAVD 88     -       267.744  (meters)     878.42   (feet)  ADJUSTED  
 JE1001  ___________________________________________________________________
 JE1001  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE1001  DYNAMIC HT  -         267.557 (meters)     877.81  (feet)  COMP
 JE1001  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 JE1001
 JE1001  VERT ORDER  -  SECOND    CLASS 0
 JE1001
 JE1001.The horizontal coordinates were scaled from a topographic map and have
 JE1001.an estimated accuracy of +/- 6 seconds.
 JE1001
 JE1001.The orthometric height was determined by differential leveling
 JE1001.and adjusted by the National Geodetic Survey in June 1991..
 JE1001
 JE1001.The geoid height was determined by GEOID03.
 JE1001
 JE1001.The dynamic height is computed by dividing the NAVD 88
 JE1001.geopotential number by the normal gravity value computed on the
 JE1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1001.degrees latitude (g = 980.6199 gals.).
 JE1001
 JE1001.The modeled gravity was interpolated from observed gravity values.
 JE1001
 JE1001;                    North         East    Units  Estimated Accuracy
 JE1001;SPC KS S     -   615,850.      693,700.      MT  (+/- 180 meters Scaled)
 JE1001
 JE1001                          SUPERSEDED SURVEY CONTROL
 JE1001
 JE1001  NGVD 29 (??/??/92)  267.615  (m)          878.00   (f) ADJ UNCH    2 0
 JE1001
 JE1001.Superseded values are not recommended for survey control.
 JE1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1001.See file dsdata.txt to determine how the superseded data were derived.
 JE1001
 JE1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC144705(NAD 83)
 JE1001_MARKER: DB = BENCH MARK DISK
 JE1001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1001_SP_SET: BRIDGE
 JE1001_STAMPING: H 221 1934
 JE1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1001
 JE1001  HISTORY     - Date     Condition        Report By
 JE1001  HISTORY     - 1934     MONUMENTED       CGS
 JE1001  HISTORY     - 1951     GOOD             NGS
 JE1001
 JE1001                          STATION DESCRIPTION
 JE1001
 JE1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1001'2 MI NW FROM RANTOUL.
 JE1001'2.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE1001'THE STATION AT RANTOUL, FRANKLIN COUNTY, AT POLE 345/12, 2
 JE1001'RAILS WEST OF A ROAD CROSSING, AT BRIDGE 24 OVER MIDDLE CREEK,
 JE1001'IN THE TOP OF THE NORTHEAST CORNER OF THE WING WALL, 7 FEET
 JE1001'NORTH OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 JE1001'DISK, STAMPED H 221 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0702 ***********************************************************************
 KF0702  DESIGNATION -  H 224
 KF0702  PID         -  KF0702
 KF0702  STATE/COUNTY-  KS/GEARY
 KF0702  USGS QUAD   -  JUNCTION CITY (1982)
 KF0702
 KF0702                         *CURRENT SURVEY CONTROL
 KF0702  ___________________________________________________________________
 KF0702* NAD 83(1986)-  39 02 17.     (N)    096 49 46.     (W)     SCALED    
 KF0702* NAVD 88     -       331.268  (meters)    1086.84   (feet)  ADJUSTED  
 KF0702  ___________________________________________________________________
 KF0702  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 KF0702  DYNAMIC HT  -         331.039 (meters)    1086.08  (feet)  COMP
 KF0702  MODELED GRAV-     979,928.9   (mgal)                       NAVD 88
 KF0702
 KF0702  VERT ORDER  -  FIRST     CLASS II
 KF0702
 KF0702.The horizontal coordinates were scaled from a topographic map and have
 KF0702.an estimated accuracy of +/- 6 seconds.
 KF0702
 KF0702.The orthometric height was determined by differential leveling
 KF0702.and adjusted by the National Geodetic Survey in June 1991..
 KF0702
 KF0702.The geoid height was determined by GEOID03.
 KF0702
 KF0702.The dynamic height is computed by dividing the NAVD 88
 KF0702.geopotential number by the normal gravity value computed on the
 KF0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0702.degrees latitude (g = 980.6199 gals.).
 KF0702
 KF0702.The modeled gravity was interpolated from observed gravity values.
 KF0702
 KF0702;                    North         East    Units  Estimated Accuracy
 KF0702;SPC KS N     -    78,890.      501,340.      MT  (+/- 180 meters Scaled)
 KF0702
 KF0702                          SUPERSEDED SURVEY CONTROL
 KF0702
 KF0702  NGVD 29 (??/??/92)  331.142  (m)         1086.42   (f) ADJ UNCH    1 2
 KF0702
 KF0702.Superseded values are not recommended for survey control.
 KF0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0702.See file dsdata.txt to determine how the superseded data were derived.
 KF0702
 KF0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ878232(NAD 83)
 KF0702_MARKER: DB = BENCH MARK DISK
 KF0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0702+STABILITY: SURFACE MOTION
 KF0702
 KF0702  HISTORY     - Date     Condition        Report By
 KF0702  HISTORY     - 1935     MONUMENTED       CGS
 KF0702  HISTORY     - 1970     MARK NOT FOUND   NGS
 KF0702  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0702
 KF0702                          STATION DESCRIPTION
 KF0702
 KF0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KF0702'AT JUNCTION CITY.
 KF0702'IN JUNCTION CITY AT S.E. CORNER OF YARD OF WASHINGTON GRADE
 KF0702'SCHOOL AT N. WASHINGTON AND W. 15TH STS. IN JUNCTION CITY.
 KF0702'MARK IS 10 YDS. W. OF W. CURB OF WASHINGTON ST. AND 12 YDS. N.
 KF0702'OF N. CURB OF 15TH ST.
 KF0702
 KF0702                          STATION RECOVERY (1970)
 KF0702
 KF0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0702'MARK NOT FOUND.
 KF0702
 KF0702                          STATION RECOVERY (1986)
 KF0702
 KF0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0033 ***********************************************************************
 JF0033  DESIGNATION -  H 229
 JF0033  PID         -  JF0033
 JF0033  STATE/COUNTY-  KS/MORRIS
 JF0033  USGS QUAD   -  LAKE KAHOLA (1972)
 JF0033
 JF0033                         *CURRENT SURVEY CONTROL
 JF0033  ___________________________________________________________________
 JF0033* NAD 83(1986)-  38 36 35.     (N)    096 22 51.     (W)     SCALED    
 JF0033* NAVD 88     -       372.445  (meters)    1221.93   (feet)  ADJUSTED  
 JF0033  ___________________________________________________________________
 JF0033  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 JF0033  DYNAMIC HT  -         372.183 (meters)    1221.07  (feet)  COMP
 JF0033  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 JF0033
 JF0033  VERT ORDER  -  SECOND    CLASS 0
 JF0033
 JF0033.The horizontal coordinates were scaled from a topographic map and have
 JF0033.an estimated accuracy of +/- 6 seconds.
 JF0033
 JF0033.The orthometric height was determined by differential leveling
 JF0033.and adjusted by the National Geodetic Survey in June 1991..
 JF0033
 JF0033.The geoid height was determined by GEOID03.
 JF0033
 JF0033.The dynamic height is computed by dividing the NAVD 88
 JF0033.geopotential number by the normal gravity value computed on the
 JF0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0033.degrees latitude (g = 980.6199 gals.).
 JF0033
 JF0033.The modeled gravity was interpolated from observed gravity values.
 JF0033
 JF0033;                    North         East    Units  Estimated Accuracy
 JF0033;SPC KS N     -    31,940.      541,030.      MT  (+/- 180 meters Scaled)
 JF0033
 JF0033                          SUPERSEDED SURVEY CONTROL
 JF0033
 JF0033  NGVD 29 (??/??/92)  372.303  (m)         1221.46   (f) ADJ UNCH    2 0
 JF0033
 JF0033.Superseded values are not recommended for survey control.
 JF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0033.See file dsdata.txt to determine how the superseded data were derived.
 JF0033
 JF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH280767(NAD 83)
 JF0033_MARKER: DB = BENCH MARK DISK
 JF0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0033_SP_SET: OVERPASS
 JF0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0033
 JF0033  HISTORY     - Date     Condition        Report By
 JF0033  HISTORY     - UNK      MONUMENTED       CGS
 JF0033  HISTORY     - 1935     GOOD             NGS
 JF0033  HISTORY     - 1968     GOOD             NGS
 JF0033
 JF0033                          STATION DESCRIPTION
 JF0033
 JF0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0033'6.6 MI E FROM COUNCIL GROVE.
 JF0033'6.6 MILES E. OF COUNCIL GROVE STATION, AONG MO. PAC. RR. IN
 JF0033'TOP OF N. RETAINING WALL OF E. CONC. ABUTMENT OF OVERPASS 122
 JF0033'AND 0.3 MILE E. OF COMISKEY STATION.
 JF0033
 JF0033                          STATION RECOVERY (1968)
 JF0033
 JF0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0582 ***********************************************************************
 HG0582  DESIGNATION -  H 23
 HG0582  PID         -  HG0582
 HG0582  STATE/COUNTY-  KS/FORD
 HG0582  USGS QUAD   -  KINGSDOWN (1969)
 HG0582
 HG0582                         *CURRENT SURVEY CONTROL
 HG0582  ___________________________________________________________________
 HG0582* NAD 83(1986)-  37 31 12.     (N)    099 46 30.     (W)     SCALED    
 HG0582* NAVD 88     -       764.794  (meters)    2509.16   (feet)  ADJUSTED  
 HG0582  ___________________________________________________________________
 HG0582  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 HG0582  DYNAMIC HT  -         764.116 (meters)    2506.94  (feet)  COMP
 HG0582  MODELED GRAV-     979,717.7   (mgal)                       NAVD 88
 HG0582
 HG0582  VERT ORDER  -  SECOND    CLASS 0
 HG0582
 HG0582.The horizontal coordinates were scaled from a topographic map and have
 HG0582.an estimated accuracy of +/- 6 seconds.
 HG0582
 HG0582.The orthometric height was determined by differential leveling
 HG0582.and adjusted by the National Geodetic Survey in June 1991..
 HG0582
 HG0582.The geoid height was determined by GEOID03.
 HG0582
 HG0582.The dynamic height is computed by dividing the NAVD 88
 HG0582.geopotential number by the normal gravity value computed on the
 HG0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0582.degrees latitude (g = 980.6199 gals.).
 HG0582
 HG0582.The modeled gravity was interpolated from observed gravity values.
 HG0582
 HG0582;                    North         East    Units  Estimated Accuracy
 HG0582;SPC KS S     -   495,480.      287,300.      MT  (+/- 180 meters Scaled)
 HG0582
 HG0582                          SUPERSEDED SURVEY CONTROL
 HG0582
 HG0582  NGVD 29 (??/??/92)  764.464  (m)         2508.08   (f) ADJ UNCH    2 0
 HG0582
 HG0582.Superseded values are not recommended for survey control.
 HG0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0582.See file dsdata.txt to determine how the superseded data were derived.
 HG0582
 HG0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG315528(NAD 83)
 HG0582_MARKER: DB = BENCH MARK DISK
 HG0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0582_SP_SET: CULVERT
 HG0582_STAMPING: H 23 1933
 HG0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0582
 HG0582  HISTORY     - Date     Condition        Report By
 HG0582  HISTORY     - 1933     MONUMENTED       CGS
 HG0582
 HG0582                          STATION DESCRIPTION
 HG0582
 HG0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0582'0.8 MI SW FROM KINGSDOWN.
 HG0582'ABOUT 0.8 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HG0582'PACIFIC RAILWAY FROM THE STATION AT KINGSDOWN, FORD COUNTY,
 HG0582'ABOUT 35 POLES SOUTHWEST OF MILEPOST 355, AT A ROAD CROSSING,
 HG0582'63 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 18 FEET
 HG0582'SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND IN THE TOP OF
 HG0582'THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A
 HG0582'CONCRETE BOX ROAD CULVERT.  A STANDARD DISK, STAMPED H 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1312 ***********************************************************************
 JE1312  DESIGNATION -  H 230
 JE1312  PID         -  JE1312
 JE1312  STATE/COUNTY-  KS/OSAGE
 JE1312  USGS QUAD   -  VASSAR (1965)
 JE1312
 JE1312                         *CURRENT SURVEY CONTROL
 JE1312  ___________________________________________________________________
 JE1312* NAD 83(1986)-  38 38 46.     (N)    095 37 26.     (W)     SCALED    
 JE1312* NAVD 88     -       336.271  (meters)    1103.25   (feet)  ADJUSTED  
 JE1312  ___________________________________________________________________
 JE1312  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JE1312  DYNAMIC HT  -         336.037 (meters)    1102.48  (feet)  COMP
 JE1312  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 JE1312
 JE1312  VERT ORDER  -  SECOND    CLASS 0
 JE1312
 JE1312.The horizontal coordinates were scaled from a topographic map and have
 JE1312.an estimated accuracy of +/- 6 seconds.
 JE1312
 JE1312.The orthometric height was determined by differential leveling
 JE1312.and adjusted by the National Geodetic Survey in June 1991..
 JE1312
 JE1312.The geoid height was determined by GEOID03.
 JE1312
 JE1312.The dynamic height is computed by dividing the NAVD 88
 JE1312.geopotential number by the normal gravity value computed on the
 JE1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1312.degrees latitude (g = 980.6199 gals.).
 JE1312
 JE1312.The modeled gravity was interpolated from observed gravity values.
 JE1312
 JE1312;                    North         East    Units  Estimated Accuracy
 JE1312;SPC KS S     -   623,560.      650,350.      MT  (+/- 180 meters Scaled)
 JE1312
 JE1312                          SUPERSEDED SURVEY CONTROL
 JE1312
 JE1312  NGVD 29 (??/??/92)  336.127  (m)         1102.78   (f) ADJ UNCH    2 0
 JE1312
 JE1312.Superseded values are not recommended for survey control.
 JE1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1312.See file dsdata.txt to determine how the superseded data were derived.
 JE1312
 JE1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC716807(NAD 83)
 JE1312_MARKER: DB = BENCH MARK DISK
 JE1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1312_STAMPING: H 230 1934
 JE1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1312+STABILITY: SURFACE MOTION
 JE1312
 JE1312  HISTORY     - Date     Condition        Report By
 JE1312  HISTORY     - 1934     MONUMENTED       CGS
 JE1312  HISTORY     - 1951     GOOD             NGS
 JE1312
 JE1312                          STATION DESCRIPTION
 JE1312
 JE1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1312'AT VASSAR.
 JE1312'ALONG THE MISSOURI PACIFIC RAILROAD, AT POLE 375+14, 76 FEET
 JE1312'NORTH OF THE NORTH RAIL, 67 FEET NORTHWEST OF THE NORTHWEST
 JE1312'OF THE STATION, 40 FEET NORTHWEST OF THE CENTER OF GRAVEL ROAD
 JE1312'AND 2 FEET NORTH OF POWER POLE.  THE DISK IS SET IN THE TOP OF A
 JE1312'CONCRETE DISK, PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0007 ***********************************************************************
 JF0007  DESIGNATION -  H 231
 JF0007  PID         -  JF0007
 JF0007  STATE/COUNTY-  KS/WABAUNSEE
 JF0007  USGS QUAD   -  KEENE (1983)
 JF0007
 JF0007                         *CURRENT SURVEY CONTROL
 JF0007  ___________________________________________________________________
 JF0007* NAD 83(1986)-  38 52 38.     (N)    096 06 49.     (W)     SCALED    
 JF0007* NAVD 88     -       444.613  (meters)    1458.70   (feet)  ADJUSTED  
 JF0007  ___________________________________________________________________
 JF0007  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JF0007  DYNAMIC HT  -         444.303 (meters)    1457.68  (feet)  COMP
 JF0007  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 JF0007
 JF0007  VERT ORDER  -  SECOND    CLASS 0
 JF0007
 JF0007.The horizontal coordinates were scaled from a topographic map and have
 JF0007.an estimated accuracy of +/- 6 seconds.
 JF0007
 JF0007.The orthometric height was determined by differential leveling
 JF0007.and adjusted by the National Geodetic Survey in June 1991..
 JF0007
 JF0007.The geoid height was determined by GEOID03.
 JF0007
 JF0007.The dynamic height is computed by dividing the NAVD 88
 JF0007.geopotential number by the normal gravity value computed on the
 JF0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0007.degrees latitude (g = 980.6199 gals.).
 JF0007
 JF0007.The modeled gravity was interpolated from observed gravity values.
 JF0007
 JF0007;                    North         East    Units  Estimated Accuracy
 JF0007;SPC KS N     -    62,080.      563,680.      MT  (+/- 180 meters Scaled)
 JF0007
 JF0007                          SUPERSEDED SURVEY CONTROL
 JF0007
 JF0007  NGVD 29 (??/??/92)  444.462  (m)         1458.21   (f) ADJ UNCH    2 0
 JF0007
 JF0007.Superseded values are not recommended for survey control.
 JF0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0007.See file dsdata.txt to determine how the superseded data were derived.
 JF0007
 JF0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ503071(NAD 83)
 JF0007_MARKER: DB = BENCH MARK DISK
 JF0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0007+STABILITY: SURFACE MOTION
 JF0007
 JF0007  HISTORY     - Date     Condition        Report By
 JF0007  HISTORY     - UNK      MONUMENTED       CGS
 JF0007  HISTORY     - 1934     GOOD             NGS
 JF0007  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 JF0007
 JF0007                          STATION DESCRIPTION
 JF0007
 JF0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0007'1.5 MI NW FROM ESKRIDGE.
 JF0007'ALONG A.T. AND S.F. R.R., 0.5 MILE W. OF MP 19.  MARK IS 4 YDS.
 JF0007'S. OF CENTERLINE OF TRACK, 14 YDS. W. OF CENTERLINE OF DIRT ROAD
 JF0007'CROSSING AND 150 YDS. W. OF DEEP CUT AND SUMMIT OF GRADE.
 JF0007
 JF0007                          STATION RECOVERY (1950)
 JF0007
 JF0007'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 JF0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0495 ***********************************************************************
 HF0495  DESIGNATION -  H 237
 HF0495  PID         -  HF0495
 HF0495  STATE/COUNTY-  KS/SEDGWICK
 HF0495  USGS QUAD   -  DERBY (1982)
 HF0495
 HF0495                         *CURRENT SURVEY CONTROL
 HF0495  ___________________________________________________________________
 HF0495* NAD 83(1986)-  37 32 06.     (N)    097 21 34.     (W)     SCALED    
 HF0495* NAVD 88     -       393.912  (meters)    1292.36   (feet)  ADJUSTED  
 HF0495  ___________________________________________________________________
 HF0495  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 HF0495  DYNAMIC HT  -         393.599 (meters)    1291.33  (feet)  COMP
 HF0495  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 HF0495
 HF0495  VERT ORDER  -  SECOND    CLASS 0
 HF0495
 HF0495.The horizontal coordinates were scaled from a topographic map and have
 HF0495.an estimated accuracy of +/- 6 seconds.
 HF0495
 HF0495.The orthometric height was determined by differential leveling
 HF0495.and adjusted by the National Geodetic Survey in June 1991..
 HF0495
 HF0495.The geoid height was determined by GEOID03.
 HF0495
 HF0495.The dynamic height is computed by dividing the NAVD 88
 HF0495.geopotential number by the normal gravity value computed on the
 HF0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0495.degrees latitude (g = 980.6199 gals.).
 HF0495
 HF0495.The modeled gravity was interpolated from observed gravity values.
 HF0495
 HF0495;                    North         East    Units  Estimated Accuracy
 HF0495;SPC KS S     -   496,990.      500,800.      MT  (+/- 180 meters Scaled)
 HF0495
 HF0495                          SUPERSEDED SURVEY CONTROL
 HF0495
 HF0495  NGVD 29 (??/??/92)  393.774  (m)         1291.91   (f) ADJ UNCH    2 0
 HF0495
 HF0495.Superseded values are not recommended for survey control.
 HF0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0495.See file dsdata.txt to determine how the superseded data were derived.
 HF0495
 HF0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG449554(NAD 83)
 HF0495_MARKER: DB = BENCH MARK DISK
 HF0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0495_STAMPING: H 237 1934
 HF0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0495+STABILITY: SURFACE MOTION
 HF0495
 HF0495  HISTORY     - Date     Condition        Report By
 HF0495  HISTORY     - 1934     MONUMENTED       CGS
 HF0495
 HF0495                          STATION DESCRIPTION
 HF0495
 HF0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0495'1.8 MI S FROM HAYSVILLE.
 HF0495'1.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0495'RAILWAY FROM HAYSVILLE, SEDGWICK COUNTY, 8 FEET SOUTH OF POLE
 HF0495'255+01, 2-1/4 RAILS SOUTH OF THE CENTER OF A ROAD CROSSING, 42
 HF0495'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT EAST OF
 HF0495'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 237 1934
 HF0495'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0672 ***********************************************************************
 HF0672  DESIGNATION -  H 238
 HF0672  PID         -  HF0672
 HF0672  STATE/COUNTY-  KS/SUMNER
 HF0672  USGS QUAD   -  SOUTH HAVEN (1965)
 HF0672
 HF0672                         *CURRENT SURVEY CONTROL
 HF0672  ___________________________________________________________________
 HF0672* NAD 83(1986)-  37 03 07.     (N)    097 24 19.     (W)     SCALED    
 HF0672* NAVD 88     -       341.917  (meters)    1121.77   (feet)  ADJUSTED  
 HF0672  ___________________________________________________________________
 HF0672  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0672  DYNAMIC HT  -         341.633 (meters)    1120.84  (feet)  COMP
 HF0672  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 HF0672
 HF0672  VERT ORDER  -  SECOND    CLASS 0
 HF0672
 HF0672.The horizontal coordinates were scaled from a topographic map and have
 HF0672.an estimated accuracy of +/- 6 seconds.
 HF0672
 HF0672.The orthometric height was determined by differential leveling
 HF0672.and adjusted by the National Geodetic Survey in June 1991..
 HF0672
 HF0672.The geoid height was determined by GEOID03.
 HF0672
 HF0672.The dynamic height is computed by dividing the NAVD 88
 HF0672.geopotential number by the normal gravity value computed on the
 HF0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0672.degrees latitude (g = 980.6199 gals.).
 HF0672
 HF0672.The modeled gravity was interpolated from observed gravity values.
 HF0672
 HF0672;                    North         East    Units  Estimated Accuracy
 HF0672;SPC KS S     -   443,330.      497,380.      MT  (+/- 180 meters Scaled)
 HF0672
 HF0672                          SUPERSEDED SURVEY CONTROL
 HF0672
 HF0672  NGVD 29 (??/??/92)  341.808  (m)         1121.42   (f) ADJ UNCH    2 0
 HF0672
 HF0672.Superseded values are not recommended for survey control.
 HF0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0672.See file dsdata.txt to determine how the superseded data were derived.
 HF0672
 HF0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG418018(NAD 83)
 HF0672_MARKER: DB = BENCH MARK DISK
 HF0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0672_STAMPING: H 238 1934
 HF0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0672+STABILITY: SURFACE MOTION
 HF0672
 HF0672  HISTORY     - Date     Condition        Report By
 HF0672  HISTORY     - 1934     MONUMENTED       CGS
 HF0672
 HF0672                          STATION DESCRIPTION
 HF0672
 HF0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0672'AT SOUTH HAVEN.
 HF0672'AT SOUTH HAVEN, SUMNER COUNTY, 5 RAILS SOUTH OF THE ATCHISON,
 HF0672'TOPEKA AND SANTA FE RAILWAY STATION, AT MILEAGE 14.7, 45
 HF0672'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT EAST OF THE
 HF0672'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 238 1934 AND SET
 HF0672'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0812 ***********************************************************************
 HF0812  DESIGNATION -  H 239
 HF0812  PID         -  HF0812
 HF0812  STATE/COUNTY-  KS/SUMNER
 HF0812  USGS QUAD   -  CALDWELL (1971)
 HF0812
 HF0812                         *CURRENT SURVEY CONTROL
 HF0812  ___________________________________________________________________
 HF0812* NAD 83(1986)-  37 02 34.     (N)    097 36 09.     (W)     SCALED    
 HF0812* NAVD 88     -       346.621  (meters)    1137.21   (feet)  ADJUSTED  
 HF0812  ___________________________________________________________________
 HF0812  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HF0812  DYNAMIC HT  -         346.332 (meters)    1136.26  (feet)  COMP
 HF0812  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 HF0812
 HF0812  VERT ORDER  -  SECOND    CLASS 0
 HF0812
 HF0812.The horizontal coordinates were scaled from a topographic map and have
 HF0812.an estimated accuracy of +/- 6 seconds.
 HF0812
 HF0812.The orthometric height was determined by differential leveling
 HF0812.and adjusted by the National Geodetic Survey in June 1991..
 HF0812
 HF0812.The geoid height was determined by GEOID03.
 HF0812
 HF0812.The dynamic height is computed by dividing the NAVD 88
 HF0812.geopotential number by the normal gravity value computed on the
 HF0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0812.degrees latitude (g = 980.6199 gals.).
 HF0812
 HF0812.The modeled gravity was interpolated from observed gravity values.
 HF0812
 HF0812;                    North         East    Units  Estimated Accuracy
 HF0812;SPC KS S     -   442,130.      479,850.      MT  (+/- 180 meters Scaled)
 HF0812
 HF0812                          SUPERSEDED SURVEY CONTROL
 HF0812
 HF0812  NGVD 29 (??/??/92)  346.515  (m)         1136.86   (f) ADJ UNCH    2 0
 HF0812
 HF0812.Superseded values are not recommended for survey control.
 HF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0812.See file dsdata.txt to determine how the superseded data were derived.
 HF0812
 HF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG242005(NAD 83)
 HF0812_MARKER: DB = BENCH MARK DISK
 HF0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0812_STAMPING: H 239 1934
 HF0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0812+STABILITY: SURFACE MOTION
 HF0812
 HF0812  HISTORY     - Date     Condition        Report By
 HF0812  HISTORY     - 1934     MONUMENTED       CGS
 HF0812
 HF0812                          STATION DESCRIPTION
 HF0812
 HF0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0812'0.9 MI NW FROM CALDWELL.
 HF0812'0.9 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0812'RAILWAY FROM CALDWELL, SUMNER COUNTY, NEAR MILEAGE 32.6, 4 RAILS
 HF0812'EAST OF THE CENTER OF A ROAD CROSSING, 44 FEET NORTH OF THE CENTER
 HF0812'LINE OF THE TRACK, AND 11 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 HF0812'A STANDARD DISK, STAMPED H 239 1934 AND SET IN THE TOP OF A
 HF0812'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0309 ***********************************************************************
 JF0309  DESIGNATION -  H 240
 JF0309  PID         -  JF0309
 JF0309  STATE/COUNTY-  KS/CHASE
 JF0309  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF0309
 JF0309                         *CURRENT SURVEY CONTROL
 JF0309  ___________________________________________________________________
 JF0309* NAD 83(1986)-  38 16 29.     (N)    096 31 46.     (W)     SCALED    
 JF0309* NAVD 88     -       372.605  (meters)    1222.45   (feet)  ADJUSTED  
 JF0309  ___________________________________________________________________
 JF0309  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 JF0309  DYNAMIC HT  -         372.330 (meters)    1221.55  (feet)  COMP
 JF0309  MODELED GRAV-     979,880.5   (mgal)                       NAVD 88
 JF0309
 JF0309  VERT ORDER  -  SECOND    CLASS 0
 JF0309
 JF0309.The horizontal coordinates were scaled from a topographic map and have
 JF0309.an estimated accuracy of +/- 6 seconds.
 JF0309
 JF0309.The orthometric height was determined by differential leveling
 JF0309.and adjusted by the National Geodetic Survey in June 1991..
 JF0309
 JF0309.The geoid height was determined by GEOID03.
 JF0309
 JF0309.The dynamic height is computed by dividing the NAVD 88
 JF0309.geopotential number by the normal gravity value computed on the
 JF0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0309.degrees latitude (g = 980.6199 gals.).
 JF0309
 JF0309.The modeled gravity was interpolated from observed gravity values.
 JF0309
 JF0309;                    North         East    Units  Estimated Accuracy
 JF0309;SPC KS S     -   580,290.      572,410.      MT  (+/- 180 meters Scaled)
 JF0309
 JF0309                          SUPERSEDED SURVEY CONTROL
 JF0309
 JF0309  NGVD 29 (??/??/92)  372.464  (m)         1221.99   (f) ADJ UNCH    2 0
 JF0309
 JF0309.Superseded values are not recommended for survey control.
 JF0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0309.See file dsdata.txt to determine how the superseded data were derived.
 JF0309
 JF0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH161391(NAD 83)
 JF0309_MARKER: DB = BENCH MARK DISK
 JF0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0309+STABILITY: SURFACE MOTION
 JF0309
 JF0309  HISTORY     - Date     Condition        Report By
 JF0309  HISTORY     - UNK      MONUMENTED       CGS
 JF0309  HISTORY     - 1934     GOOD             NGS
 JF0309  HISTORY     - 1973     MARK NOT FOUND   USGS
 JF0309
 JF0309                          STATION DESCRIPTION
 JF0309
 JF0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0309'IN BAZAR.
 JF0309'IN BAZAR ALONG THE RIGHT-OF-WAY OF THE ATCHISON TOPEKA AND SANTA
 JF0309'FE RR 35 FEET EAST OF CENTER OF MAIN LINE TRACK 11 1/2 POLES
 JF0309'NORTH OF MP 136 100 FEET NORTH OF TOWNSHIP ROAD CROSSING ALONG
 JF0309'AN EAST-WEST FENCE 4 IN ABOVE THE GROUND.
 JF0309
 JF0309                          STATION RECOVERY (1973)
 JF0309
 JF0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JF0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0422 ***********************************************************************
 HF0422  DESIGNATION -  H 241
 HF0422  PID         -  HF0422
 HF0422  STATE/COUNTY-  KS/BUTLER
 HF0422  USGS QUAD   -  AUGUSTA (1979)
 HF0422
 HF0422                         *CURRENT SURVEY CONTROL
 HF0422  ___________________________________________________________________
 HF0422* NAD 83(1986)-  37 39 42.     (N)    096 59 05.     (W)     SCALED    
 HF0422* NAVD 88     -       371.572  (meters)    1219.07   (feet)  ADJUSTED  
 HF0422  ___________________________________________________________________
 HF0422  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 HF0422  DYNAMIC HT  -         371.281 (meters)    1218.11  (feet)  COMP
 HF0422  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 HF0422
 HF0422  VERT ORDER  -  SECOND    CLASS 0
 HF0422
 HF0422.The horizontal coordinates were scaled from a topographic map and have
 HF0422.an estimated accuracy of +/- 6 seconds.
 HF0422
 HF0422.The orthometric height was determined by differential leveling
 HF0422.and adjusted by the National Geodetic Survey in June 1991..
 HF0422
 HF0422.The geoid height was determined by GEOID03.
 HF0422
 HF0422.The dynamic height is computed by dividing the NAVD 88
 HF0422.geopotential number by the normal gravity value computed on the
 HF0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0422.degrees latitude (g = 980.6199 gals.).
 HF0422
 HF0422.The modeled gravity was interpolated from observed gravity values.
 HF0422
 HF0422;                    North         East    Units  Estimated Accuracy
 HF0422;SPC KS S     -   511,520.      533,690.      MT  (+/- 180 meters Scaled)
 HF0422
 HF0422                          SUPERSEDED SURVEY CONTROL
 HF0422
 HF0422  NGVD 29 (??/??/92)  371.438  (m)         1218.63   (f) ADJ UNCH    2 0
 HF0422
 HF0422.Superseded values are not recommended for survey control.
 HF0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0422.See file dsdata.txt to determine how the superseded data were derived.
 HF0422
 HF0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG777701(NAD 83)
 HF0422_MARKER: DB = BENCH MARK DISK
 HF0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0422_STAMPING: H 241 1934
 HF0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0422+STABILITY: SURFACE MOTION
 HF0422
 HF0422  HISTORY     - Date     Condition        Report By
 HF0422  HISTORY     - 1934     MONUMENTED       CGS
 HF0422  HISTORY     - 1945     GOOD             NGS
 HF0422
 HF0422                          STATION DESCRIPTION
 HF0422
 HF0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HF0422'1.2 MI S FROM AUGUSTA.
 HF0422'1.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0422'FROM AUGUSTA, BUTLER COUNTY, NEAR MILEAGE 200.8, 44 FEET WEST
 HF0422'OF THE CENTERLINE OF THE TRACK, 14 FEET NORTH OF A FIELD GATE, AND
 HF0422'1.5 FEET EAST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK,
 HF0422'STAMPED H 241 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0229 ***********************************************************************
 HF0229  DESIGNATION -  H 242
 HF0229  PID         -  HF0229
 HF0229  STATE/COUNTY-  KS/COWLEY
 HF0229  USGS QUAD   -  NEW SALEM (1979)
 HF0229
 HF0229                         *CURRENT SURVEY CONTROL
 HF0229  ___________________________________________________________________
 HF0229* NAD 83(1986)-  37 18 41.     (N)    096 54 57.     (W)     SCALED    
 HF0229* NAVD 88     -       367.998  (meters)    1207.34   (feet)  ADJUSTED  
 HF0229  ___________________________________________________________________
 HF0229  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HF0229  DYNAMIC HT  -         367.696 (meters)    1206.35  (feet)  COMP
 HF0229  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 HF0229
 HF0229  VERT ORDER  -  SECOND    CLASS 0
 HF0229
 HF0229.The horizontal coordinates were scaled from a topographic map and have
 HF0229.an estimated accuracy of +/- 6 seconds.
 HF0229
 HF0229.The orthometric height was determined by differential leveling
 HF0229.and adjusted by the National Geodetic Survey in June 1991..
 HF0229
 HF0229.The geoid height was determined by GEOID03.
 HF0229
 HF0229.The dynamic height is computed by dividing the NAVD 88
 HF0229.geopotential number by the normal gravity value computed on the
 HF0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0229.degrees latitude (g = 980.6199 gals.).
 HF0229
 HF0229.The modeled gravity was interpolated from observed gravity values.
 HF0229
 HF0229;                    North         East    Units  Estimated Accuracy
 HF0229;SPC KS S     -   472,750.      540,420.      MT  (+/- 180 meters Scaled)
 HF0229
 HF0229                          SUPERSEDED SURVEY CONTROL
 HF0229
 HF0229  NGVD 29 (??/??/92)  367.878  (m)         1206.95   (f) ADJ UNCH    2 0
 HF0229
 HF0229.Superseded values are not recommended for survey control.
 HF0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0229.See file dsdata.txt to determine how the superseded data were derived.
 HF0229
 HF0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG846314(NAD 83)
 HF0229_MARKER: DB = BENCH MARK DISK
 HF0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0229_STAMPING: H 242 1934
 HF0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0229+STABILITY: SURFACE MOTION
 HF0229
 HF0229  HISTORY     - Date     Condition        Report By
 HF0229  HISTORY     - 1934     MONUMENTED       CGS
 HF0229  HISTORY     - 1962     GOOD             NGS
 HF0229
 HF0229                          STATION DESCRIPTION
 HF0229
 HF0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0229'1.1 MI W FROM NEW SALEM.
 HF0229'1.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0229'FROM NEW SALEM, COWLEY COUNTY, NEAR MILEAGE 239.9, AT A ROAD
 HF0229'CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 40 FEET
 HF0229'WEST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT NORTH OF THE
 HF0229'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 242 1934 AND SET
 HF0229'IN THE TOP OF A CONCRETE POST.
 HF0229
 HF0229                          STATION RECOVERY (1962)
 HF0229
 HF0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0149 ***********************************************************************
 HF0149  DESIGNATION -  H 243
 HF0149  PID         -  HF0149
 HF0149  STATE/COUNTY-  KS/ELK
 HF0149  USGS QUAD   -  ELK FALLS (1979)
 HF0149
 HF0149                         *CURRENT SURVEY CONTROL
 HF0149  ___________________________________________________________________
 HF0149* NAD 83(1986)-  37 21 45.     (N)    096 13 04.     (W)     SCALED    
 HF0149* NAVD 88     -       295.339  (meters)     968.96   (feet)  ADJUSTED  
 HF0149  ___________________________________________________________________
 HF0149  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 HF0149  DYNAMIC HT  -         295.099 (meters)     968.17  (feet)  COMP
 HF0149  MODELED GRAV-     979,811.3   (mgal)                       NAVD 88
 HF0149
 HF0149  VERT ORDER  -  SECOND    CLASS 0
 HF0149
 HF0149.The horizontal coordinates were scaled from a topographic map and have
 HF0149.an estimated accuracy of +/- 6 seconds.
 HF0149
 HF0149.The orthometric height was determined by differential leveling
 HF0149.and adjusted by the National Geodetic Survey in June 1991..
 HF0149
 HF0149.The geoid height was determined by GEOID03.
 HF0149
 HF0149.The dynamic height is computed by dividing the NAVD 88
 HF0149.geopotential number by the normal gravity value computed on the
 HF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0149.degrees latitude (g = 980.6199 gals.).
 HF0149
 HF0149.The modeled gravity was interpolated from observed gravity values.
 HF0149
 HF0149;                    North         East    Units  Estimated Accuracy
 HF0149;SPC KS S     -   479,700.      602,150.      MT  (+/- 180 meters Scaled)
 HF0149
 HF0149                          SUPERSEDED SURVEY CONTROL
 HF0149
 HF0149  NGVD 29 (??/??/92)  295.192  (m)          968.48   (f) ADJ UNCH    2 0
 HF0149
 HF0149.Superseded values are not recommended for survey control.
 HF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0149.See file dsdata.txt to determine how the superseded data were derived.
 HF0149
 HF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG463387(NAD 83)
 HF0149_MARKER: DB = BENCH MARK DISK
 HF0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0149_STAMPING: H 243 1935
 HF0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0149+STABILITY: SURFACE MOTION
 HF0149
 HF0149  HISTORY     - Date     Condition        Report By
 HF0149  HISTORY     - 1935     MONUMENTED       CGS
 HF0149  HISTORY     - 1962     GOOD             NGS
 HF0149  HISTORY     - 1988     POOR             USPSQD
 HF0149
 HF0149                          STATION DESCRIPTION
 HF0149
 HF0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0149'1.7 MI W FROM ELK FALLS.
 HF0149'1.7 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0149'FROM ELK FALLS, ELK COUNTY, AT A COUNTY-ROAD CROSSING, 50 FEET
 HF0149'EAST OF THE ROAD, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 HF0149'5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3 FEET EAST OF A
 HF0149'POLE.  A STANDARD DISK, STAMPED H 243 1935 AND SET IN THE TOP
 HF0149'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 HF0149
 HF0149                          STATION RECOVERY (1988)
 HF0149
 HF0149'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDB)
 HF0149'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0620 ***********************************************************************
 HE0620  DESIGNATION -  H 245
 HE0620  PID         -  HE0620
 HE0620  STATE/COUNTY-  KS/WOODSON
 HE0620  USGS QUAD   -  ROSE (1968)
 HE0620
 HE0620                         *CURRENT SURVEY CONTROL
 HE0620  ___________________________________________________________________
 HE0620* NAD 83(1986)-  37 50 58.     (N)    095 41 35.     (W)     SCALED    
 HE0620* NAVD 88     -       311.879  (meters)    1023.22   (feet)  ADJUSTED  
 HE0620  ___________________________________________________________________
 HE0620  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HE0620  DYNAMIC HT  -         311.639 (meters)    1022.44  (feet)  COMP
 HE0620  MODELED GRAV-     979,852.4   (mgal)                       NAVD 88
 HE0620
 HE0620  VERT ORDER  -  SECOND    CLASS 0
 HE0620
 HE0620.The horizontal coordinates were scaled from a topographic map and have
 HE0620.an estimated accuracy of +/- 6 seconds.
 HE0620
 HE0620.The orthometric height was determined by differential leveling
 HE0620.and adjusted by the National Geodetic Survey in June 1991..
 HE0620
 HE0620.The geoid height was determined by GEOID03.
 HE0620
 HE0620.The dynamic height is computed by dividing the NAVD 88
 HE0620.geopotential number by the normal gravity value computed on the
 HE0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0620.degrees latitude (g = 980.6199 gals.).
 HE0620
 HE0620.The modeled gravity was interpolated from observed gravity values.
 HE0620
 HE0620;                    North         East    Units  Estimated Accuracy
 HE0620;SPC KS S     -   534,990.      646,990.      MT  (+/- 180 meters Scaled)
 HE0620
 HE0620                          SUPERSEDED SURVEY CONTROL
 HE0620
 HE0620  NGVD 29 (??/??/92)  311.723  (m)         1022.71   (f) ADJ UNCH    2 0
 HE0620
 HE0620.Superseded values are not recommended for survey control.
 HE0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0620.See file dsdata.txt to determine how the superseded data were derived.
 HE0620
 HE0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB630925(NAD 83)
 HE0620_MARKER: DB = BENCH MARK DISK
 HE0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0620+STABILITY: SURFACE MOTION
 HE0620
 HE0620  HISTORY     - Date     Condition        Report By
 HE0620  HISTORY     - 1934     MONUMENTED       CGS
 HE0620
 HE0620                          STATION DESCRIPTION
 HE0620
 HE0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0620'4 MI N FROM ROSE.
 HE0620'4 MILES N. OF ROSE.  MARK IS LOCATED ALONG THE MO. P. RAILROAD
 HE0620'AT MILE POLE 401-13 1/2.  10 YDS E. OF CENTER OF TRACK, 9 YDS.
 HE0620'S. OF CENTER OF COUNTY ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0402 ***********************************************************************
 HE0402  DESIGNATION -  H 246
 HE0402  PID         -  HE0402
 HE0402  STATE/COUNTY-  KS/NEOSHO
 HE0402  USGS QUAD   -  CHANUTE (1984)
 HE0402
 HE0402                         *CURRENT SURVEY CONTROL
 HE0402  ___________________________________________________________________
 HE0402* NAD 83(1986)-  37 40 58.     (N)    095 27 05.     (W)     SCALED    
 HE0402* NAVD 88     -       286.334  (meters)     939.41   (feet)  ADJUSTED  
 HE0402  ___________________________________________________________________
 HE0402  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 HE0402  DYNAMIC HT  -         286.112 (meters)     938.69  (feet)  COMP
 HE0402  MODELED GRAV-     979,848.8   (mgal)                       NAVD 88
 HE0402
 HE0402  VERT ORDER  -  SECOND    CLASS 0
 HE0402
 HE0402.The horizontal coordinates were scaled from a topographic map and have
 HE0402.an estimated accuracy of +/- 6 seconds.
 HE0402
 HE0402.The orthometric height was determined by differential leveling
 HE0402.and adjusted by the National Geodetic Survey in June 1991..
 HE0402
 HE0402.The geoid height was determined by GEOID03.
 HE0402
 HE0402.The dynamic height is computed by dividing the NAVD 88
 HE0402.geopotential number by the normal gravity value computed on the
 HE0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0402.degrees latitude (g = 980.6199 gals.).
 HE0402
 HE0402.The modeled gravity was interpolated from observed gravity values.
 HE0402
 HE0402;                    North         East    Units  Estimated Accuracy
 HE0402;SPC KS S     -   517,170.      668,850.      MT  (+/- 180 meters Scaled)
 HE0402
 HE0402                          SUPERSEDED SURVEY CONTROL
 HE0402
 HE0402  NGVD 29 (??/??/92)  286.197  (m)          938.96   (f) ADJ UNCH    2 0
 HE0402
 HE0402.Superseded values are not recommended for survey control.
 HE0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0402.See file dsdata.txt to determine how the superseded data were derived.
 HE0402
 HE0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB838734(NAD 83)
 HE0402_MARKER: DB = BENCH MARK DISK
 HE0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0402_STAMPING: H 246 1934
 HE0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0402+STABILITY: SURFACE MOTION
 HE0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0402+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 HE0402
 HE0402  HISTORY     - Date     Condition        Report By
 HE0402  HISTORY     - 1934     MONUMENTED       CGS
 HE0402  HISTORY     - 1972     GOOD             KSHC
 HE0402  HISTORY     - 1983     GOOD             KSDT
 HE0402  HISTORY     - 1983     GOOD             KSDT
 HE0402  HISTORY     - 20000215 GOOD             LOCENG
 HE0402  HISTORY     - 20021029 GOOD             SKW
 HE0402
 HE0402                          STATION DESCRIPTION
 HE0402
 HE0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0402'AT CHANUTE.
 HE0402'AT CHANUTE, NEOSHO COUNTY, AT THE POST OFFICE, AT THE NORTHWEST
 HE0402'CORNER OF THE LAWN, 9 FEET EAST OF THE NORTHWEST CORNER OF
 HE0402'THE BUILDING, AND 4.5 FEET NORTH OF THE WALL.  A STANDARD DISK,
 HE0402'STAMPED H 246 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HE0402
 HE0402                          STATION RECOVERY (1972)
 HE0402
 HE0402'RECOVERY NOTE BY KS HIGHWAY COMM 1972
 HE0402'RECOVERED IN GOOD CONDITION.
 HE0402
 HE0402                          STATION RECOVERY (1983)
 HE0402
 HE0402'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983
 HE0402'RECOVERED IN GOOD CONDITION.
 HE0402
 HE0402                          STATION RECOVERY (1983)
 HE0402
 HE0402'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983
 HE0402'RECOVERED IN GOOD CONDITION.
 HE0402
 HE0402                          STATION RECOVERY (2000)
 HE0402
 HE0402'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 HE0402'RECOVERED IN GOOD CONDITION.
 HE0402
 HE0402                          STATION RECOVERY (2002)
 HE0402
 HE0402'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 HE0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0582 ***********************************************************************
 HE0582  DESIGNATION -  H 25
 HE0582  PID         -  HE0582
 HE0582  STATE/COUNTY-  KS/GREENWOOD
 HE0582  USGS QUAD   -  TORONTO (1969)
 HE0582
 HE0582                         *CURRENT SURVEY CONTROL
 HE0582  ___________________________________________________________________
 HE0582* NAD 83(1986)-  37 49 07.     (N)    095 57 55.     (W)     SCALED    
 HE0582* NAVD 88     -       280.634  (meters)     920.71   (feet)  ADJUSTED  
 HE0582  ___________________________________________________________________
 HE0582  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HE0582  DYNAMIC HT  -         280.418 (meters)     920.00  (feet)  COMP
 HE0582  MODELED GRAV-     979,854.0   (mgal)                       NAVD 88
 HE0582
 HE0582  VERT ORDER  -  FIRST     CLASS II
 HE0582
 HE0582.The horizontal coordinates were scaled from a topographic map and have
 HE0582.an estimated accuracy of +/- 6 seconds.
 HE0582
 HE0582.The orthometric height was determined by differential leveling
 HE0582.and adjusted by the National Geodetic Survey in June 1991..
 HE0582
 HE0582.The geoid height was determined by GEOID03.
 HE0582
 HE0582.The dynamic height is computed by dividing the NAVD 88
 HE0582.geopotential number by the normal gravity value computed on the
 HE0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0582.degrees latitude (g = 980.6199 gals.).
 HE0582
 HE0582.The modeled gravity was interpolated from observed gravity values.
 HE0582
 HE0582;                    North         East    Units  Estimated Accuracy
 HE0582;SPC KS S     -   530,880.      623,140.      MT  (+/- 180 meters Scaled)
 HE0582
 HE0582                          SUPERSEDED SURVEY CONTROL
 HE0582
 HE0582  NGVD 29 (??/??/92)  280.492  (m)          920.25   (f) ADJ UNCH    1 2
 HE0582
 HE0582.Superseded values are not recommended for survey control.
 HE0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0582.See file dsdata.txt to determine how the superseded data were derived.
 HE0582
 HE0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB389898(NAD 83)
 HE0582_MARKER: DB = BENCH MARK DISK
 HE0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0582_STAMPING: H 25 1933
 HE0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0582+STABILITY: SURFACE MOTION
 HE0582
 HE0582  HISTORY     - Date     Condition        Report By
 HE0582  HISTORY     - 1933     MONUMENTED       CGS
 HE0582
 HE0582                          STATION DESCRIPTION
 HE0582
 HE0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0582'1.6 MI N FROM TORONTO.
 HE0582'IN GREENWOOD COUNTY, 1.6 MILES NORTH ALONG THE OLD ROADBED OF
 HE0582'THE ABANDONED ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE
 HE0582'STATION AT TORONTO, WOODSON COUNTY, AT THE CROSSING OF AN
 HE0582'EAST-AND-WEST COUNTY ROAD, 43.4 FEET EAST OF THE OLD ROADBED,
 HE0582'AND 36 FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD.  A
 HE0582'STANDARD DISK, STAMPED H 25 1933 AND SET IN THE TOP OF A CONCRETE
 HE0582'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0287 ***********************************************************************
 HE0287  DESIGNATION -  H 251
 HE0287  PID         -  HE0287
 HE0287  STATE/COUNTY-  KS/BOURBON
 HE0287  USGS QUAD   -  HAMMOND (1977)
 HE0287
 HE0287                         *CURRENT SURVEY CONTROL
 HE0287  ___________________________________________________________________
 HE0287* NAD 83(1986)-  37 59 36.     (N)    094 43 40.     (W)     SCALED    
 HE0287* NAVD 88     -       256.244  (meters)     840.69   (feet)  ADJUSTED  
 HE0287  ___________________________________________________________________
 HE0287  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 HE0287  DYNAMIC HT  -         256.055 (meters)     840.07  (feet)  COMP
 HE0287  MODELED GRAV-     979,886.7   (mgal)                       NAVD 88
 HE0287
 HE0287  VERT ORDER  -  SECOND    CLASS 0
 HE0287
 HE0287.The horizontal coordinates were scaled from a topographic map and have
 HE0287.an estimated accuracy of +/- 6 seconds.
 HE0287
 HE0287.The orthometric height was determined by differential leveling
 HE0287.and adjusted by the National Geodetic Survey in June 1991..
 HE0287
 HE0287.The geoid height was determined by GEOID03.
 HE0287
 HE0287.The dynamic height is computed by dividing the NAVD 88
 HE0287.geopotential number by the normal gravity value computed on the
 HE0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0287.degrees latitude (g = 980.6199 gals.).
 HE0287
 HE0287.The modeled gravity was interpolated from observed gravity values.
 HE0287
 HE0287;                    North         East    Units  Estimated Accuracy
 HE0287;SPC KS S     -   553,940.      731,240.      MT  (+/- 180 meters Scaled)
 HE0287
 HE0287                          SUPERSEDED SURVEY CONTROL
 HE0287
 HE0287  NGVD 29 (??/??/92)  256.120  (m)          840.29   (f) ADJ UNCH    2 0
 HE0287
 HE0287.Superseded values are not recommended for survey control.
 HE0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0287.See file dsdata.txt to determine how the superseded data were derived.
 HE0287
 HE0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC482064(NAD 83)
 HE0287_MARKER: DB = BENCH MARK DISK
 HE0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0287_STAMPING: H 251 1934
 HE0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0287+STABILITY: SURFACE MOTION
 HE0287
 HE0287  HISTORY     - Date     Condition        Report By
 HE0287  HISTORY     - 1934     MONUMENTED       CGS
 HE0287  HISTORY     - 1957     MARK NOT FOUND   NGS
 HE0287
 HE0287                          STATION DESCRIPTION
 HE0287
 HE0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HE0287'1.4 MI S FROM FULTON.
 HE0287'1.4 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0287'FULTON, BOURBON COUNTY, 12 FEET WEST OF THE THIRTEENTH POLE
 HE0287'SOUTH OF MILEPOST 87, 30 FEET SOUTH OF THE CENTERLINE OF A ROAD,
 HE0287'AND 30 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 HE0287'DISK, STAMPED H 251 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0830 ***********************************************************************
 JE0830  DESIGNATION -  H 252
 JE0830  PID         -  JE0830
 JE0830  STATE/COUNTY-  KS/MIAMI
 JE0830  USGS QUAD   -  PAOLA WEST (1973)
 JE0830
 JE0830                         *CURRENT SURVEY CONTROL
 JE0830  ___________________________________________________________________
 JE0830* NAD 83(1986)-  38 33 22.     (N)    094 52 48.     (W)     SCALED    
 JE0830* NAVD 88     -       260.497  (meters)     854.65   (feet)  ADJUSTED  
 JE0830  ___________________________________________________________________
 JE0830  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE0830  DYNAMIC HT  -         260.317 (meters)     854.06  (feet)  COMP
 JE0830  MODELED GRAV-     979,933.8   (mgal)                       NAVD 88
 JE0830
 JE0830  VERT ORDER  -  SECOND    CLASS 0
 JE0830
 JE0830.The horizontal coordinates were scaled from a topographic map and have
 JE0830.an estimated accuracy of +/- 6 seconds.
 JE0830
 JE0830.The orthometric height was determined by differential leveling
 JE0830.and adjusted by the National Geodetic Survey in June 1991..
 JE0830
 JE0830.The geoid height was determined by GEOID03.
 JE0830
 JE0830.The dynamic height is computed by dividing the NAVD 88
 JE0830.geopotential number by the normal gravity value computed on the
 JE0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0830.degrees latitude (g = 980.6199 gals.).
 JE0830
 JE0830.The modeled gravity was interpolated from observed gravity values.
 JE0830
 JE0830;                    North         East    Units  Estimated Accuracy
 JE0830;SPC KS S     -   615,830.      715,460.      MT  (+/- 180 meters Scaled)
 JE0830
 JE0830                          SUPERSEDED SURVEY CONTROL
 JE0830
 JE0830  NGVD 29 (??/??/92)  260.359  (m)          854.19   (f) ADJ UNCH    2 0
 JE0830
 JE0830.Superseded values are not recommended for survey control.
 JE0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0830.See file dsdata.txt to determine how the superseded data were derived.
 JE0830
 JE0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC361691(NAD 83)
 JE0830_MARKER: DB = BENCH MARK DISK
 JE0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0830_STAMPING: H 252 1934
 JE0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0830+STABILITY: SURFACE MOTION
 JE0830
 JE0830  HISTORY     - Date     Condition        Report By
 JE0830  HISTORY     - 1934     MONUMENTED       CGS
 JE0830  HISTORY     - 1950     GOOD             NGS
 JE0830
 JE0830                          STATION DESCRIPTION
 JE0830
 JE0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0830'1.1 MI S FROM PAOLA.
 JE0830'1.1 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JE0830'PAOLA, ACROSS THE TRACKS FROM THE 12TH POLE SOUTHEAST OF MILEPOST
 JE0830'44, AT A FARM ROAD CROSSING, 36 FEET NORTHEAST OF THE CENTER
 JE0830'OF A GRAVEL ROAD, 28 FEET SOUTHWEST OF THE SOUTHWEST RAIL AND 12
 JE0830'FEET WEST OF THE CENTER OF A FARM ROAD.  A STANDARD DISK, STAMPED
 JE0830'H 252 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 JE0830'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0225 ***********************************************************************
 HE0225  DESIGNATION -  H 253
 HE0225  PID         -  HE0225
 HE0225  STATE/COUNTY-  KS/CRAWFORD
 HE0225  USGS QUAD   -  RADLEY (1977)
 HE0225
 HE0225                         *CURRENT SURVEY CONTROL
 HE0225  ___________________________________________________________________
 HE0225* NAD 83(1986)-  37 22 57.     (N)    094 49 13.     (W)     SCALED    
 HE0225* NAVD 88     -       301.730  (meters)     989.93   (feet)  ADJUSTED  
 HE0225  ___________________________________________________________________
 HE0225  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 HE0225  DYNAMIC HT  -         301.491 (meters)     989.14  (feet)  COMP
 HE0225  MODELED GRAV-     979,831.6   (mgal)                       NAVD 88
 HE0225
 HE0225  VERT ORDER  -  SECOND    CLASS 0
 HE0225
 HE0225.The horizontal coordinates were scaled from a topographic map and have
 HE0225.an estimated accuracy of +/- 6 seconds.
 HE0225
 HE0225.The orthometric height was determined by differential leveling
 HE0225.and adjusted by the National Geodetic Survey in June 1991..
 HE0225
 HE0225.The geoid height was determined by GEOID03.
 HE0225
 HE0225.The dynamic height is computed by dividing the NAVD 88
 HE0225.geopotential number by the normal gravity value computed on the
 HE0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0225.degrees latitude (g = 980.6199 gals.).
 HE0225
 HE0225.The modeled gravity was interpolated from observed gravity values.
 HE0225
 HE0225;                    North         East    Units  Estimated Accuracy
 HE0225;SPC KS S     -   485,880.      725,800.      MT  (+/- 180 meters Scaled)
 HE0225
 HE0225                          SUPERSEDED SURVEY CONTROL
 HE0225
 HE0225  NGVD 29 (??/??/92)  301.614  (m)          989.55   (f) ADJ UNCH    2 0
 HE0225
 HE0225.Superseded values are not recommended for survey control.
 HE0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0225.See file dsdata.txt to determine how the superseded data were derived.
 HE0225
 HE0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB388388(NAD 83)
 HE0225_MARKER: DB = BENCH MARK DISK
 HE0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0225_STAMPING: H 253 1934
 HE0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0225+STABILITY: SURFACE MOTION
 HE0225
 HE0225  HISTORY     - Date     Condition        Report By
 HE0225  HISTORY     - 1934     MONUMENTED       CGS
 HE0225  HISTORY     - 1935     GOOD             NGS
 HE0225  HISTORY     - 20040122 MARK NOT FOUND   SKW
 HE0225
 HE0225                          STATION DESCRIPTION
 HE0225
 HE0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0225'2.5 MI N FROM CHEROKEE.
 HE0225'2.5 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0225'THE STATION AT CHEROKEE, CRAWFORD COUNTY, 10 FEET NORTHEAST OF
 HE0225'THE SIXTEENTH POLE SOUTH OF MILEPOST 133, 30 FEET NORTH OF THE
 HE0225'CENTERLINE OF A ROAD, AND 38 FEET EAST OF THE CENTERLINE OF THE
 HE0225'MAIN TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 HE0225
 HE0225                          STATION RECOVERY (2004)
 HE0225
 HE0225'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 HE0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0667 ***********************************************************************
 KE0667  DESIGNATION -  H 256
 KE0667  PID         -  KE0667
 KE0667  STATE/COUNTY-  KS/JEFFERSON
 KE0667  USGS QUAD   -  WINCHESTER (1979)
 KE0667
 KE0667                         *CURRENT SURVEY CONTROL
 KE0667  ___________________________________________________________________
 KE0667* NAD 83(1986)-  39 18 09.     (N)    095 19 22.     (W)     SCALED    
 KE0667* NAVD 88     -       338.841  (meters)    1111.68   (feet)  ADJUSTED  
 KE0667  ___________________________________________________________________
 KE0667  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KE0667  DYNAMIC HT  -         338.622 (meters)    1110.96  (feet)  COMP
 KE0667  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 KE0667
 KE0667  VERT ORDER  -  SECOND    CLASS 0
 KE0667
 KE0667.The horizontal coordinates were scaled from a topographic map and have
 KE0667.an estimated accuracy of +/- 6 seconds.
 KE0667
 KE0667.The orthometric height was determined by differential leveling
 KE0667.and adjusted by the National Geodetic Survey in June 1991..
 KE0667
 KE0667.The geoid height was determined by GEOID03.
 KE0667
 KE0667.The dynamic height is computed by dividing the NAVD 88
 KE0667.geopotential number by the normal gravity value computed on the
 KE0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0667.degrees latitude (g = 980.6199 gals.).
 KE0667
 KE0667.The modeled gravity was interpolated from observed gravity values.
 KE0667
 KE0667;                    North         East    Units  Estimated Accuracy
 KE0667;SPC KS N     -   111,000.      630,880.      MT  (+/- 180 meters Scaled)
 KE0667
 KE0667                          SUPERSEDED SURVEY CONTROL
 KE0667
 KE0667  NGVD 29 (??/??/92)  338.751  (m)         1111.39   (f) ADJ UNCH    2 0
 KE0667
 KE0667.Superseded values are not recommended for survey control.
 KE0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0667.See file dsdata.txt to determine how the superseded data were derived.
 KE0667
 KE0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD997529(NAD 83)
 KE0667_MARKER: DB = BENCH MARK DISK
 KE0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0667_SP_SET: BRIDGE
 KE0667_STAMPING: H 256 1938
 KE0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0667
 KE0667  HISTORY     - Date     Condition        Report By
 KE0667  HISTORY     - 1938     MONUMENTED       CGS
 KE0667  HISTORY     - 1950     GOOD             NGS
 KE0667  HISTORY     - 1965     GOOD             USGS
 KE0667
 KE0667                          STATION DESCRIPTION
 KE0667
 KE0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0667'0.4 MI E FROM DUNAVANT.
 KE0667'0.4 MILE EAST ALONG U.S. HIGHWAY 59 FROM THE GENERAL STORE AT
 KE0667'DUNAVANT, JEFFERSON COUNTY, AT A GULLY BETWEEN TWO HILLS, AT
 KE0667'A 20-FOOT CONCRETE BRIDGE, IN THE TOP OF THE EAST WING WALL,
 KE0667'11.6 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL
 KE0667'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 256 1938.
 KE0667
 KE0667                          STATION RECOVERY (1965)
 KE0667
 KE0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KE0667'THE GENERAL STORE HAS BEEN DISMANTLED AND THERE ARE NO BUILDINGS AT
 KE0667'THE CROSSROADS KNOWN AS DUNAVANT. THE MARK IS ABOUT 6.8 MILES NORTH
 KE0667'OF OSKALOOSA AND AFTER THE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1068 ***********************************************************************
 JE1068  DESIGNATION -  H 257
 JE1068  PID         -  JE1068
 JE1068  STATE/COUNTY-  KS/FRANKLIN
 JE1068  USGS QUAD   -  RICHMOND (1983)
 JE1068
 JE1068                         *CURRENT SURVEY CONTROL
 JE1068  ___________________________________________________________________
 JE1068* NAD 83(1986)-  38 29 12.     (N)    095 16 26.     (W)     SCALED    
 JE1068* NAVD 88     -       294.582  (meters)     966.47   (feet)  ADJUSTED  
 JE1068  ___________________________________________________________________
 JE1068  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JE1068  DYNAMIC HT  -         294.373 (meters)     965.79  (feet)  COMP
 JE1068  MODELED GRAV-     979,913.9   (mgal)                       NAVD 88
 JE1068
 JE1068  VERT ORDER  -  SECOND    CLASS 0
 JE1068
 JE1068.The horizontal coordinates were scaled from a topographic map and have
 JE1068.an estimated accuracy of +/- 6 seconds.
 JE1068
 JE1068.The orthometric height was determined by differential leveling
 JE1068.and adjusted by the National Geodetic Survey in June 1991..
 JE1068
 JE1068.The geoid height was determined by GEOID03.
 JE1068
 JE1068.The dynamic height is computed by dividing the NAVD 88
 JE1068.geopotential number by the normal gravity value computed on the
 JE1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1068.degrees latitude (g = 980.6199 gals.).
 JE1068
 JE1068.The modeled gravity was interpolated from observed gravity values.
 JE1068
 JE1068;                    North         East    Units  Estimated Accuracy
 JE1068;SPC KS S     -   606,870.      681,410.      MT  (+/- 180 meters Scaled)
 JE1068
 JE1068                          SUPERSEDED SURVEY CONTROL
 JE1068
 JE1068  NGVD 29 (??/??/92)  294.461  (m)          966.08   (f) ADJ UNCH    2 0
 JE1068
 JE1068.Superseded values are not recommended for survey control.
 JE1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1068.See file dsdata.txt to determine how the superseded data were derived.
 JE1068
 JE1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC016622(NAD 83)
 JE1068_MARKER: DB = BENCH MARK DISK
 JE1068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1068_SP_SET: SEMAPHORE BASE
 JE1068_STAMPING: H 257 1938
 JE1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1068
 JE1068  HISTORY     - Date     Condition        Report By
 JE1068  HISTORY     - 1938     MONUMENTED       CGS
 JE1068  HISTORY     - 1950     GOOD             NGS
 JE1068  HISTORY     - 1981     GOOD             KSDT
 JE1068
 JE1068                          STATION DESCRIPTION
 JE1068
 JE1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JE1068'0.2 MI S FROM PRINCETON.
 JE1068'0.2 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1068'FROM THE STATION AT PRINCETON, FRANKLIN COUNTY, 440 FEET SOUTH OF
 JE1068'THE CENTER LINE OF A GRAVEL ROAD, 93 FEET EAST OF THE CENTER
 JE1068'LINE OF A NORTH-AND-SOUTH GRAVEL ROAD, AT SEMAPHORE 671, IN THE
 JE1068'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, 11 FEET WEST
 JE1068'OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER THAN
 JE1068'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 257 1938.
 JE1068
 JE1068                          STATION RECOVERY (1950)
 JE1068
 JE1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1068'RECOVERED IN GOOD CONDITION.
 JE1068
 JE1068                          STATION RECOVERY (1981)
 JE1068
 JE1068'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 JE1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0477 ***********************************************************************
 JG0477  DESIGNATION -  H 258
 JG0477  PID         -  JG0477
 JG0477  STATE/COUNTY-  KS/NESS
 JG0477  USGS QUAD   -  NESS CITY SW (1970)
 JG0477
 JG0477                         *CURRENT SURVEY CONTROL
 JG0477  ___________________________________________________________________
 JG0477* NAD 83(1986)-  38 21 53.     (N)    099 53 52.     (W)     SCALED    
 JG0477* NAVD 88     -       693.964  (meters)    2276.78   (feet)  ADJUSTED  
 JG0477  ___________________________________________________________________
 JG0477  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JG0477  DYNAMIC HT  -         693.404 (meters)    2274.94  (feet)  COMP
 JG0477  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 JG0477
 JG0477  VERT ORDER  -  SECOND    CLASS 0
 JG0477
 JG0477.The horizontal coordinates were scaled from a topographic map and have
 JG0477.an estimated accuracy of +/- 6 seconds.
 JG0477
 JG0477.The orthometric height was determined by differential leveling
 JG0477.and adjusted by the National Geodetic Survey in June 1991..
 JG0477
 JG0477.The geoid height was determined by GEOID03.
 JG0477
 JG0477.The dynamic height is computed by dividing the NAVD 88
 JG0477.geopotential number by the normal gravity value computed on the
 JG0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0477.degrees latitude (g = 980.6199 gals.).
 JG0477
 JG0477.The modeled gravity was interpolated from observed gravity values.
 JG0477
 JG0477;                    North         East    Units  Estimated Accuracy
 JG0477;SPC KS S     -   589,380.      277,850.      MT  (+/- 180 meters Scaled)
 JG0477
 JG0477                          SUPERSEDED SURVEY CONTROL
 JG0477
 JG0477  NGVD 29 (??/??/92)  693.694  (m)         2275.89   (f) ADJ UNCH    2 0
 JG0477
 JG0477.Superseded values are not recommended for survey control.
 JG0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0477.See file dsdata.txt to determine how the superseded data were derived.
 JG0477
 JG0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH215466(NAD 83)
 JG0477_MARKER: DB = BENCH MARK DISK
 JG0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0477_SP_SET: CULVERT
 JG0477_STAMPING: H 258 1938
 JG0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0477
 JG0477  HISTORY     - Date     Condition        Report By
 JG0477  HISTORY     - 1938     MONUMENTED       CGS
 JG0477
 JG0477                          STATION DESCRIPTION
 JG0477
 JG0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JG0477'6.1 MI S FROM NESS CITY.
 JG0477'6.1 MILES SOUTH BY HIGHWAY.  ALONG HIGHWAY NO. U.S. 283.  SET
 JG0477'IN CENTER OF TOP OF WEST HEADWALL OF A CONCRETE HIGHWAY CULVERT.
 JG0477'425 FT. NORTH OF A SECTION ROAD.  15 FT. WEST OF CENTER-LINE
 JG0477'OF HIGHWAY.  6 IN. ABOVE ROAD LEVEL.  SET HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0264 ***********************************************************************
 KE0264  DESIGNATION -  H 259
 KE0264  PID         -  KE0264
 KE0264  STATE/COUNTY-  KS/WYANDOTTE
 KE0264  USGS QUAD   -  SHAWNEE (1991)
 KE0264
 KE0264                         *CURRENT SURVEY CONTROL
 KE0264  ___________________________________________________________________
 KE0264* NAD 83(1986)-  39 04 54.     (N)    094 43 12.     (W)     SCALED    
 KE0264* NAVD 88     -       232.517  (meters)     762.85   (feet)  ADJUSTED  
 KE0264  ___________________________________________________________________
 KE0264  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KE0264  DYNAMIC HT  -         232.365 (meters)     762.35  (feet)  COMP
 KE0264  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 KE0264
 KE0264  VERT ORDER  -  FIRST     CLASS II
 KE0264
 KE0264.The horizontal coordinates were scaled from a topographic map and have
 KE0264.an estimated accuracy of +/- 6 seconds.
 KE0264
 KE0264.The orthometric height was determined by differential leveling
 KE0264.and adjusted by the National Geodetic Survey in June 1991..
 KE0264
 KE0264.The geoid height was determined by GEOID03.
 KE0264
 KE0264.The dynamic height is computed by dividing the NAVD 88
 KE0264.geopotential number by the normal gravity value computed on the
 KE0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0264.degrees latitude (g = 980.6199 gals.).
 KE0264
 KE0264.The modeled gravity was interpolated from observed gravity values.
 KE0264
 KE0264;                    North         East    Units  Estimated Accuracy
 KE0264;SPC KS N     -    88,210.      683,740.      MT  (+/- 180 meters Scaled)
 KE0264
 KE0264                          SUPERSEDED SURVEY CONTROL
 KE0264
 KE0264  NGVD 29 (??/??/92)  232.421  (m)          762.53   (f) ADJ UNCH    1 2
 KE0264
 KE0264.Superseded values are not recommended for survey control.
 KE0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0264.See file dsdata.txt to determine how the superseded data were derived.
 KE0264
 KE0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD512272(NAD 83)
 KE0264_MARKER: DB = BENCH MARK DISK
 KE0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0264_STAMPING: H 259 1940
 KE0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0264+STABILITY: SURFACE MOTION
 KE0264
 KE0264  HISTORY     - Date     Condition        Report By
 KE0264  HISTORY     - 1940     MONUMENTED       CGS
 KE0264  HISTORY     - 1950     GOOD             NGS
 KE0264
 KE0264                          STATION DESCRIPTION
 KE0264
 KE0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0264'0.9 MI W FROM TURNER.
 KE0264'ALONG THE ATCHISON, TOPEKA AND THE SANTA FE RAILROAD, ABOUT 100
 KE0264'YARDS EAST OF MILEPOST 8, ABOUT 85 FEET SOUTHEAST OF A ROAD
 KE0264'CROSSING, 50 FEET SOUTH OF THE SOUTH RAIL, 45 FEET SOUTH OF
 KE0264'CENTER OF ROAD LEADING UP HILL, 45 FEET SOUTH OF ELECTRIC
 KE0264'WARNING SIGNAL, 31 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 KE0264'CONCRETE SHED, 25 FEET EAST OF THE NORTH ONE OF TWO POWER POLES,
 KE0264'20 FEET SOUTH OF POWER POLE AND 1.5 FEET EAST OF WITNESS POST.
 KE0264'THE DISK IS SET IN THE TOP OF CONCRETE POST, PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0265 ***********************************************************************
 KE0265  DESIGNATION -  H 259 RESET
 KE0265  PID         -  KE0265
 KE0265  STATE/COUNTY-  KS/WYANDOTTE
 KE0265  USGS QUAD   -  SHAWNEE (1991)
 KE0265
 KE0265                         *CURRENT SURVEY CONTROL
 KE0265  ___________________________________________________________________
 KE0265* NAD 83(1986)-  39 04 54.     (N)    094 43 13.     (W)     SCALED    
 KE0265* NAVD 88     -       240.15   (meters)     787.9    (feet)  RESET     
 KE0265  ___________________________________________________________________
 KE0265  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KE0265
 KE0265  VERT ORDER  -  THIRD
 KE0265
 KE0265.The horizontal coordinates were scaled from a topographic map and have
 KE0265.an estimated accuracy of +/- 6 seconds.
 KE0265
 KE0265.The orthometric height was computed from unverified reset data.
 KE0265
 KE0265.The geoid height was determined by GEOID03.
 KE0265
 KE0265;                    North         East    Units  Estimated Accuracy
 KE0265;SPC KS N     -    88,210.      683,710.      MT  (+/- 180 meters Scaled)
 KE0265
 KE0265                          SUPERSEDED SURVEY CONTROL
 KE0265
 KE0265.No superseded survey control is available for this station.
 KE0265
 KE0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD512272(NAD 83)
 KE0265_MARKER: DB = BENCH MARK DISK
 KE0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0265_STAMPING: H 259 1940 RESET 1952
 KE0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0265+STABILITY: SURFACE MOTION
 KE0265
 KE0265  HISTORY     - Date     Condition        Report By
 KE0265  HISTORY     - 1952     MONUMENTED       CGS
 KE0265  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0265
 KE0265                          STATION DESCRIPTION
 KE0265
 KE0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KE0265'1 MI W FROM TURNER.
 KE0265'1.0 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0265'FROM THE OVERPASS AT TURNER, ABOUT 150 FEET SOUTH-SOUTHWEST
 KE0265'OF SIGN EASTERN DIVISION, AT WHAT WAS FORMERLY KNOWN AS BELL
 KE0265'CROSSING, 215 FEET SOUTHEAST OF MILEPOST 8, ABOUT 77 FEET SOUTH
 KE0265'OF THE CENTERLINE OF NEW RAILROAD ROADBED, 71 FEET NORTH OF
 KE0265'THE CENTER OF NEW ROAD, 2 FEET NORTHWEST OF BOARD GATE IN
 KE0265'RIGHT-OF-WAY FENCE AND 1 FOOT NORTH OF SOUTH RIGHT-OF-WAY FENCE.
 KE0265'A STANDARD DISK, STAMPED H 259 1940 RESET 1952, AND PROJECTING
 KE0265'1 INCH ABOVE THE GROUND.
 KE0265
 KE0265                          STATION RECOVERY (1986)
 KE0265
 KE0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0501 ***********************************************************************
 HE0501  DESIGNATION -  H 26
 HE0501  PID         -  HE0501
 HE0501  STATE/COUNTY-  KS/MONTGOMERY
 HE0501  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0501
 HE0501                         *CURRENT SURVEY CONTROL
 HE0501  ___________________________________________________________________
 HE0501* NAD 83(1986)-  37 05 02.     (N)    095 44 49.     (W)     SCALED    
 HE0501* NAVD 88     -       235.129  (meters)     771.42   (feet)  ADJUSTED  
 HE0501  ___________________________________________________________________
 HE0501  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HE0501  DYNAMIC HT  -         234.941 (meters)     770.80  (feet)  COMP
 HE0501  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 HE0501
 HE0501  VERT ORDER  -  FIRST     CLASS II
 HE0501
 HE0501.The horizontal coordinates were scaled from a topographic map and have
 HE0501.an estimated accuracy of +/- 6 seconds.
 HE0501
 HE0501.The orthometric height was determined by differential leveling
 HE0501.and adjusted by the National Geodetic Survey in June 1991..
 HE0501
 HE0501.The geoid height was determined by GEOID03.
 HE0501
 HE0501.The dynamic height is computed by dividing the NAVD 88
 HE0501.geopotential number by the normal gravity value computed on the
 HE0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0501.degrees latitude (g = 980.6199 gals.).
 HE0501
 HE0501.The modeled gravity was interpolated from observed gravity values.
 HE0501
 HE0501;                    North         East    Units  Estimated Accuracy
 HE0501;SPC KS S     -   449,920.      644,760.      MT  (+/- 180 meters Scaled)
 HE0501
 HE0501                          SUPERSEDED SURVEY CONTROL
 HE0501
 HE0501  NGVD 29 (??/??/92)  234.986  (m)          770.95   (f) ADJ UNCH    1 2
 HE0501
 HE0501.Superseded values are not recommended for survey control.
 HE0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0501.See file dsdata.txt to determine how the superseded data were derived.
 HE0501
 HE0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB558077(NAD 83)
 HE0501_MARKER: DB = BENCH MARK DISK
 HE0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0501_STAMPING: H 26 1933
 HE0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0501+STABILITY: SURFACE MOTION
 HE0501
 HE0501  HISTORY     - Date     Condition        Report By
 HE0501  HISTORY     - 1933     MONUMENTED       CGS
 HE0501  HISTORY     - 1958     GOOD             NGS
 HE0501
 HE0501                          STATION DESCRIPTION
 HE0501
 HE0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HE0501'2.8 MI NW FROM DEARING.
 HE0501'2.8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HE0501'THE STATION AT DEARING, MONTGOMERY COUNTY, 255 FEET SOUTHEAST
 HE0501'ALONG THE RAILROAD TRACK FROM THE CROSSING OF A NORTH-SOUTH ROAD,
 HE0501'THEN 41 FEET SOUTHWEST AND NORMAL TO THE RAILROAD TRACK, AT
 HE0501'THE SOUTHEAST END OF A SMALL CUT, 7.6 FEET NORTHEAST OF THE
 HE0501'RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED H 26 1933 AND
 HE0501'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HE0501'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1010 ***********************************************************************
 JE1010  DESIGNATION -  H 260
 JE1010  PID         -  JE1010
 JE1010  STATE/COUNTY-  KS/MIAMI
 JE1010  USGS QUAD   -  OSAWATOMIE (1963)
 JE1010
 JE1010                         *CURRENT SURVEY CONTROL
 JE1010  ___________________________________________________________________
 JE1010* NAD 83(1986)-  38 29 55.     (N)    094 59 45.     (W)     SCALED    
 JE1010* NAVD 88     -       267.560  (meters)     877.82   (feet)  ADJUSTED  
 JE1010  ___________________________________________________________________
 JE1010  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JE1010  DYNAMIC HT  -         267.372 (meters)     877.20  (feet)  COMP
 JE1010  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 JE1010
 JE1010  VERT ORDER  -  SECOND    CLASS 0
 JE1010
 JE1010.The horizontal coordinates were scaled from a topographic map and have
 JE1010.an estimated accuracy of +/- 6 seconds.
 JE1010
 JE1010.The orthometric height was determined by differential leveling
 JE1010.and adjusted by the National Geodetic Survey in June 1991..
 JE1010
 JE1010.The geoid height was determined by GEOID03.
 JE1010
 JE1010.The dynamic height is computed by dividing the NAVD 88
 JE1010.geopotential number by the normal gravity value computed on the
 JE1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1010.degrees latitude (g = 980.6199 gals.).
 JE1010
 JE1010.The modeled gravity was interpolated from observed gravity values.
 JE1010
 JE1010;                    North         East    Units  Estimated Accuracy
 JE1010;SPC KS S     -   609,070.      705,610.      MT  (+/- 180 meters Scaled)
 JE1010
 JE1010                          SUPERSEDED SURVEY CONTROL
 JE1010
 JE1010  NGVD 29 (??/??/92)  267.426  (m)          877.38   (f) ADJ UNCH    2 0
 JE1010
 JE1010.Superseded values are not recommended for survey control.
 JE1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1010.See file dsdata.txt to determine how the superseded data were derived.
 JE1010
 JE1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC259630(NAD 83)
 JE1010_MARKER: DB = BENCH MARK DISK
 JE1010_SETTING: 66 = SET IN ROCK OUTCROP
 JE1010_SP_SET: LIMESTONE OUTCROP
 JE1010_STAMPING: H 260 1940
 JE1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE1010+STABILITY: POSITION/ELEVATION WELL
 JE1010
 JE1010  HISTORY     - Date     Condition        Report By
 JE1010  HISTORY     - 1940     MONUMENTED       CGS
 JE1010  HISTORY     - 1961     GOOD             NGS
 JE1010
 JE1010                          STATION DESCRIPTION
 JE1010
 JE1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JE1010'2.9 MI NW FROM OSAWATOMIE.
 JE1010'2.9 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE1010'THE STATION AT OSAWATOMIE, MIAMI COUNTY, 140 FEET SOUTHEAST
 JE1010'ACROSS THE TRACK FROM MILEPOST 336, 90 FEET SOUTH OF THE
 JE1010'CENTERLINE OF THE TRACK, 42 FEET SOUTH OF THE RIGHT-OF-WAY
 JE1010'FENCE, 24 FEET EAST OF A NORTH-AND-SOUTH FENCE, ON THE WEST
 JE1010'BANK OF A SMALL RAVINE, AND IN THE TOP OF A LIMESTONE OUTCROP.
 JE1010'A STANDARD DISK, STAMPED H 260 1940.  NOTE-- IT WAS REPORTED
 JE1010'IN DECEMBER 1950 THAT THE DISK IS UNDER A SMALL CHICKEN HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0860 ***********************************************************************
 KE0860  DESIGNATION -  H 261
 KE0860  PID         -  KE0860
 KE0860  STATE/COUNTY-  KS/SHAWNEE
 KE0860  USGS QUAD   -  TOPEKA (1983)
 KE0860
 KE0860                         *CURRENT SURVEY CONTROL
 KE0860  ___________________________________________________________________
 KE0860* NAD 83(1986)-  39 01 08.     (N)    095 40 37.     (W)     SCALED    
 KE0860* NAVD 88     -       286.519  (meters)     940.02   (feet)  ADJUSTED  
 KE0860  ___________________________________________________________________
 KE0860  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KE0860  DYNAMIC HT  -         286.331 (meters)     939.40  (feet)  COMP
 KE0860  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 KE0860
 KE0860  VERT ORDER  -  FIRST     CLASS II
 KE0860
 KE0860.The horizontal coordinates were scaled from a topographic map and have
 KE0860.an estimated accuracy of +/- 6 seconds.
 KE0860
 KE0860.The orthometric height was determined by differential leveling
 KE0860.and adjusted by the National Geodetic Survey in June 1991..
 KE0860
 KE0860.The geoid height was determined by GEOID03.
 KE0860
 KE0860.The dynamic height is computed by dividing the NAVD 88
 KE0860.geopotential number by the normal gravity value computed on the
 KE0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0860.degrees latitude (g = 980.6199 gals.).
 KE0860
 KE0860.The modeled gravity was interpolated from observed gravity values.
 KE0860
 KE0860;                    North         East    Units  Estimated Accuracy
 KE0860;SPC KS N     -    78,680.      601,160.      MT  (+/- 180 meters Scaled)
 KE0860
 KE0860                          SUPERSEDED SURVEY CONTROL
 KE0860
 KE0860  NGVD 29 (??/??/92)  286.368  (m)          939.53   (f) ADJ UNCH    1 2
 KE0860
 KE0860.Superseded values are not recommended for survey control.
 KE0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0860.See file dsdata.txt to determine how the superseded data were derived.
 KE0860
 KE0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD682222(NAD 83)
 KE0860_MARKER: DB = BENCH MARK DISK
 KE0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0860_SP_SET: CONCRETE POST
 KE0860_STAMPING: H 261 1940
 KE0860_MARK LOGO: CGS   
 KE0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0860+STABILITY: SURFACE MOTION
 KE0860
 KE0860  HISTORY     - Date     Condition        Report By
 KE0860  HISTORY     - 1940     MONUMENTED       CGS
 KE0860  HISTORY     - 1970     GOOD             NGS
 KE0860  HISTORY     - 1976     GOOD             NGS
 KE0860  HISTORY     - 1986     GOOD             NGS
 KE0860
 KE0860                          STATION DESCRIPTION
 KE0860
 KE0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0860'1.8 MI S FROM TOPEKA.
 KE0860'ABOUT 0.15 MILE EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0860'UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, THENCE 1.65 MILES SOUTH
 KE0860'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 2.4 MILES
 KE0860'SOUTH OF THE RAILROAD STATION, NEAR MILEPOST NUMBER 53, NEAR
 KE0860'A POINT WHERE 27TH STREET DEAD ENDS ON THE EAST SIDE OF THE TRACK,
 KE0860'60 FEET EAST OF THE EAST RAIL, 28 1/2 FEET NORTH OF THE CENTER
 KE0860'LINE OF 27TH STREET, 51 FEET EAST OF THE EAST SIDE OF THE CONCRETE
 KE0860'FOUNDATION FOR SEMAPHORE NUMBER 532, 12 FEET NORTHEAST OF A POWER
 KE0860'POLE, 2 FEET WEST OF A FENCE, 0.9 FOOT NORTH OF A METAL WITNESS
 KE0860'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN
 KE0860'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT.  SEC 7, T 12S,
 KE0860'R 16E NOTE-- THE CONCRETE POST IN WHICH THE DISK IS SET IS
 KE0860'LEANING SLIGHTLY TO THE NORTHWEST.
 KE0860
 KE0860                          STATION RECOVERY (1976)
 KE0860
 KE0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KE0860'RECOVERED IN GOOD CONDITION.
 KE0860
 KE0860                          STATION RECOVERY (1986)
 KE0860
 KE0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0860'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN TOPEKA, AT
 KE0860'THE INTERSECTION OF 27TH STREET AND THE SANTA FE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0068 ***********************************************************************
 KF0068  DESIGNATION -  H 262
 KF0068  PID         -  KF0068
 KF0068  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0068  USGS QUAD   -  ST MARYS (1978)
 KF0068
 KF0068                         *CURRENT SURVEY CONTROL
 KF0068  ___________________________________________________________________
 KF0068* NAD 83(1986)-  39 10 58.     (N)    096 02 25.     (W)     SCALED    
 KF0068* NAVD 88     -       288.006  (meters)     944.90   (feet)  ADJUSTED  
 KF0068  ___________________________________________________________________
 KF0068  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 KF0068  DYNAMIC HT  -         287.822 (meters)     944.30  (feet)  COMP
 KF0068  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 KF0068
 KF0068  VERT ORDER  -  FIRST     CLASS II
 KF0068
 KF0068.The horizontal coordinates were scaled from a topographic map and have
 KF0068.an estimated accuracy of +/- 6 seconds.
 KF0068
 KF0068.The orthometric height was determined by differential leveling
 KF0068.and adjusted by the National Geodetic Survey in June 1991..
 KF0068
 KF0068.The geoid height was determined by GEOID03.
 KF0068
 KF0068.The dynamic height is computed by dividing the NAVD 88
 KF0068.geopotential number by the normal gravity value computed on the
 KF0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0068.degrees latitude (g = 980.6199 gals.).
 KF0068
 KF0068.The modeled gravity was interpolated from observed gravity values.
 KF0068
 KF0068;                    North         East    Units  Estimated Accuracy
 KF0068;SPC KS N     -    96,130.      569,310.      MT  (+/- 180 meters Scaled)
 KF0068
 KF0068                          SUPERSEDED SURVEY CONTROL
 KF0068
 KF0068  NGVD 29 (??/??/92)  287.924  (m)          944.63   (f) ADJ UNCH    1 2
 KF0068
 KF0068.Superseded values are not recommended for survey control.
 KF0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0068.See file dsdata.txt to determine how the superseded data were derived.
 KF0068
 KF0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ556412(NAD 83)
 KF0068_MARKER: DB = BENCH MARK DISK
 KF0068_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0068_SP_SET: ABUTMENT
 KF0068_STAMPING: H 262 1940
 KF0068_MARK LOGO: CGS   
 KF0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0068+STABILITY: SURFACE MOTION
 KF0068
 KF0068  HISTORY     - Date     Condition        Report By
 KF0068  HISTORY     - 1940     MONUMENTED       CGS
 KF0068  HISTORY     - 1965     GOOD             NGS
 KF0068  HISTORY     - 1986     GOOD             NGS
 KF0068
 KF0068                          STATION DESCRIPTION
 KF0068
 KF0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0068'2 MI SE FROM ST MARYS.
 KF0068'2.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0068'STATION AT ST. MARYS, AT THE EAST-SOUTHEAST END OF BRIDGE 89.79
 KF0068'IN THE TOP OF THE CONCRETE BRIDGE SEAT, 7.6 FEET NORTH-NORTHEAST
 KF0068'OF THE CENTER LINE OF THE TRACK, 5.5 FEET SOUTH-SOUTHWEST OF
 KF0068'THE NORTH-WEST END OF THE CONCRETE ABUTMENT AND ABOUT 4 FEET
 KF0068'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED, H 262 1940.
 KF0068
 KF0068                          STATION RECOVERY (1986)
 KF0068
 KF0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0068'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  36.0 KM (22.3
 KF0068'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KF0068'TOPEKA.  NOTE--THE BRIDGE MENTIONED IN THE ORIGINAL DESCRIPTION IS
 KF0068'BRIDGE NUMBER 89.80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0626 ***********************************************************************
 KF0626  DESIGNATION -  H 263
 KF0626  PID         -  KF0626
 KF0626  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0626  USGS QUAD   -  MANHATTAN (1991)
 KF0626
 KF0626                         *CURRENT SURVEY CONTROL
 KF0626  ___________________________________________________________________
 KF0626* NAD 83(1986)-  39 11 33.     (N)    096 31 12.     (W)     SCALED    
 KF0626* NAVD 88     -       309.813  (meters)    1016.44   (feet)  ADJUSTED  
 KF0626  ___________________________________________________________________
 KF0626  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 KF0626  DYNAMIC HT  -         309.609 (meters)    1015.78  (feet)  COMP
 KF0626  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 KF0626
 KF0626  VERT ORDER  -  FIRST     CLASS II
 KF0626
 KF0626.The horizontal coordinates were scaled from a topographic map and have
 KF0626.an estimated accuracy of +/- 6 seconds.
 KF0626
 KF0626.The orthometric height was determined by differential leveling
 KF0626.and adjusted by the National Geodetic Survey in June 1991..
 KF0626
 KF0626.The geoid height was determined by GEOID03.
 KF0626
 KF0626.The dynamic height is computed by dividing the NAVD 88
 KF0626.geopotential number by the normal gravity value computed on the
 KF0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0626.degrees latitude (g = 980.6199 gals.).
 KF0626
 KF0626.The modeled gravity was interpolated from observed gravity values.
 KF0626
 KF0626;                    North         East    Units  Estimated Accuracy
 KF0626;SPC KS N     -    96,420.      527,850.      MT  (+/- 180 meters Scaled)
 KF0626
 KF0626                          SUPERSEDED SURVEY CONTROL
 KF0626
 KF0626  NGVD 29 (??/??/92)  309.692  (m)         1016.05   (f) ADJ UNCH    1 2
 KF0626
 KF0626.Superseded values are not recommended for survey control.
 KF0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0626.See file dsdata.txt to determine how the superseded data were derived.
 KF0626
 KF0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ141410(NAD 83)
 KF0626_MARKER: DB = BENCH MARK DISK
 KF0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0626_STAMPING: H 263 1940
 KF0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0626+STABILITY: SURFACE MOTION
 KF0626
 KF0626  HISTORY     - Date     Condition        Report By
 KF0626  HISTORY     - 1940     MONUMENTED       CGS
 KF0626  HISTORY     - 1965     GOOD             NGS
 KF0626  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0626
 KF0626                          STATION DESCRIPTION
 KF0626
 KF0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0626'2.4 MI E FROM MANHATTAN.
 KF0626'2.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KF0626'MANHATTAN, RILEY COUNTY, 31 POLES WEST OF MILEPOST 116, 40
 KF0626'FEET NORTH OF THE NORTH RAIL, 31 FEET EAST OF A T-FENCE CORNER, 27
 KF0626'FEET SOUTH OF THE SOUTH SIDE OF A HAY SHED AND IN LINE WITH THE
 KF0626'TIP OF THE ROOF, 1 FOOT WEST OF A METAL WITNESS POST AND SIGN
 KF0626'AND 6 INCHES SOUTH OF THE FENCE LINE.  A STANDARD DISK, STAMPED,
 KF0626'H 263 1940, AND SET IN THE TOP OF A CONCRETE POST.  FLUSH
 KF0626'WITH THE GROUND.
 KF0626
 KF0626                          STATION RECOVERY (1986)
 KF0626
 KF0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0592 ***********************************************************************
 KE0592  DESIGNATION -  H 264
 KE0592  PID         -  KE0592
 KE0592  STATE/COUNTY-  KS/DOUGLAS
 KE0592  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0592
 KE0592                         *CURRENT SURVEY CONTROL
 KE0592  ___________________________________________________________________
 KE0592* NAD 83(1986)-  39 00 32.     (N)    095 16 07.     (W)     SCALED    
 KE0592* NAVD 88     -       252.246  (meters)     827.58   (feet)  ADJUSTED  
 KE0592  ___________________________________________________________________
 KE0592  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 KE0592  DYNAMIC HT  -         252.082 (meters)     827.04  (feet)  COMP
 KE0592  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 KE0592
 KE0592  VERT ORDER  -  FIRST     CLASS II
 KE0592
 KE0592.The horizontal coordinates were scaled from a topographic map and have
 KE0592.an estimated accuracy of +/- 6 seconds.
 KE0592
 KE0592.The orthometric height was determined by differential leveling
 KE0592.and adjusted by the National Geodetic Survey in June 1991..
 KE0592
 KE0592.The geoid height was determined by GEOID03.
 KE0592
 KE0592.The dynamic height is computed by dividing the NAVD 88
 KE0592.geopotential number by the normal gravity value computed on the
 KE0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0592.degrees latitude (g = 980.6199 gals.).
 KE0592
 KE0592.The modeled gravity was interpolated from observed gravity values.
 KE0592
 KE0592;                    North         East    Units  Estimated Accuracy
 KE0592;SPC KS N     -    78,560.      636,540.      MT  (+/- 180 meters Scaled)
 KE0592
 KE0592                          SUPERSEDED SURVEY CONTROL
 KE0592
 KE0592  NGVD 29 (??/??/92)  252.163  (m)          827.30   (f) ADJ UNCH    1 2
 KE0592
 KE0592.Superseded values are not recommended for survey control.
 KE0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0592.See file dsdata.txt to determine how the superseded data were derived.
 KE0592
 KE0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD035202(NAD 83)
 KE0592_MARKER: DB = BENCH MARK DISK
 KE0592_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0592_SP_SET: WELL
 KE0592_STAMPING: H 264 1940
 KE0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0592
 KE0592  HISTORY     - Date     Condition        Report By
 KE0592  HISTORY     - 1940     MONUMENTED       CGS
 KE0592  HISTORY     - 1951     GOOD             NGS
 KE0592  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0592
 KE0592                          STATION DESCRIPTION
 KE0592
 KE0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KE0592'3.6 MI W FROM LAWRENCE.
 KE0592'3.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0592'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, 80 FEET NORTH OF
 KE0592'THE CENTERLINE OF THE TRACK, AT THE INTAKE TOWER OF THE KANSAS
 KE0592'ELECTRIC AND POWER CO., IN THE TOP OF THE SOUTHWEST CORNER OF THE
 KE0592'CONCRETE RETAINING WALL OF THE WELL OVER THE PIPES LEADING FROM
 KE0592'THE INTAKE TOWER TO THE MAIN PLANT, AND 3 FEET ABOVE THE LEVEL
 KE0592'OF THE GROUND.  A STANDARD DISK, STAMPED H 264 1940.
 KE0592
 KE0592                          STATION RECOVERY (1951)
 KE0592
 KE0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0592'RECOVERED IN GOOD CONDITION.
 KE0592
 KE0592                          STATION RECOVERY (1986)
 KE0592
 KE0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0314 ***********************************************************************
 JF0314  DESIGNATION -  H 265
 JF0314  PID         -  JF0314
 JF0314  STATE/COUNTY-  KS/CHASE
 JF0314  USGS QUAD   -  MATFIELD GREEN (1973)
 JF0314
 JF0314                         *CURRENT SURVEY CONTROL
 JF0314  ___________________________________________________________________
 JF0314* NAD 83(1986)-  38 12 05.     (N)    096 34 22.     (W)     SCALED    
 JF0314* NAVD 88     -       394.919  (meters)    1295.66   (feet)  ADJUSTED  
 JF0314  ___________________________________________________________________
 JF0314  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 JF0314  DYNAMIC HT  -         394.624 (meters)    1294.70  (feet)  COMP
 JF0314  MODELED GRAV-     979,870.6   (mgal)                       NAVD 88
 JF0314
 JF0314  VERT ORDER  -  SECOND    CLASS 0
 JF0314
 JF0314.The horizontal coordinates were scaled from a topographic map and have
 JF0314.an estimated accuracy of +/- 6 seconds.
 JF0314
 JF0314.The orthometric height was determined by differential leveling
 JF0314.and adjusted by the National Geodetic Survey in June 1991..
 JF0314
 JF0314.The geoid height was determined by GEOID03.
 JF0314
 JF0314.The dynamic height is computed by dividing the NAVD 88
 JF0314.geopotential number by the normal gravity value computed on the
 JF0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0314.degrees latitude (g = 980.6199 gals.).
 JF0314
 JF0314.The modeled gravity was interpolated from observed gravity values.
 JF0314
 JF0314;                    North         East    Units  Estimated Accuracy
 JF0314;SPC KS S     -   572,080.      568,790.      MT  (+/- 180 meters Scaled)
 JF0314
 JF0314                          SUPERSEDED SURVEY CONTROL
 JF0314
 JF0314  NGVD 29 (??/??/92)  394.774  (m)         1295.19   (f) ADJ UNCH    2 0
 JF0314
 JF0314.Superseded values are not recommended for survey control.
 JF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0314.See file dsdata.txt to determine how the superseded data were derived.
 JF0314
 JF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH125309(NAD 83)
 JF0314_MARKER: DB = BENCH MARK DISK
 JF0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0314_SP_SET: BRIDGE
 JF0314_STAMPING: H 265 1940
 JF0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0314
 JF0314  HISTORY     - Date     Condition        Report By
 JF0314  HISTORY     - 1940     MONUMENTED       CGS
 JF0314  HISTORY     - 1968     GOOD             NGS
 JF0314
 JF0314                          STATION DESCRIPTION
 JF0314
 JF0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JF0314'3.3 MI N FROM MATFIELD GREEN.
 JF0314'3.3 MILES NORTH OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JF0314'STATION AT MATFIELD GREEN, BENCH MARK IS ALONG THE RIGHT-OF-WAY
 JF0314'OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD.  AT BRIDGE NO. 141
 JF0314'B OVER A SMALL DRY WASH.  0.25 MILE WEST OF STATE HIGHWAY NO. 13
 JF0314'ALONG THE EAST-WEST POWER LINE.  19 FEET WEST OF CENTER LINE OF
 JF0314'TRACK.  6 FEET BELOW TOP OF THE RAIL.  SET FLUSH AND HORIZONTALLY
 JF0314'IN THE SOUTHWEST CORNER OF THE WEST HEADWALL OF BRIDGE.  NO 4
 JF0314'X 4 INCH WOODEN POST SET--BRIDGE IDENTIFIES THE LOCATION OF THE
 JF0314'MARK.
 JF0314
 JF0314                          STATION RECOVERY (1968)
 JF0314
 JF0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0481 ***********************************************************************
 HG0481  DESIGNATION -  H 266
 HG0481  PID         -  HG0481
 HG0481  STATE/COUNTY-  KS/KIOWA
 HG0481  USGS QUAD   -  IRON MOUNTAIN (1980)
 HG0481
 HG0481                         *CURRENT SURVEY CONTROL
 HG0481  ___________________________________________________________________
 HG0481* NAD 83(1986)-  37 24 14.     (N)    099 07 49.     (W)     SCALED    
 HG0481* NAVD 88     -       603.788  (meters)    1980.93   (feet)  ADJUSTED  
 HG0481  ___________________________________________________________________
 HG0481  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 HG0481  DYNAMIC HT  -         603.264 (meters)    1979.21  (feet)  COMP
 HG0481  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 HG0481
 HG0481  VERT ORDER  -  SECOND    CLASS 0
 HG0481
 HG0481.The horizontal coordinates were scaled from a topographic map and have
 HG0481.an estimated accuracy of +/- 6 seconds.
 HG0481
 HG0481.The orthometric height was determined by differential leveling
 HG0481.and adjusted by the National Geodetic Survey in June 1991..
 HG0481
 HG0481.The geoid height was determined by GEOID03.
 HG0481
 HG0481.The dynamic height is computed by dividing the NAVD 88
 HG0481.geopotential number by the normal gravity value computed on the
 HG0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0481.degrees latitude (g = 980.6199 gals.).
 HG0481
 HG0481.The modeled gravity was interpolated from observed gravity values.
 HG0481
 HG0481;                    North         East    Units  Estimated Accuracy
 HG0481;SPC KS S     -   482,010.      344,200.      MT  (+/- 180 meters Scaled)
 HG0481
 HG0481                          SUPERSEDED SURVEY CONTROL
 HG0481
 HG0481  NGVD 29 (??/??/92)  603.530  (m)         1980.08   (f) ADJ UNCH    2 0
 HG0481
 HG0481.Superseded values are not recommended for survey control.
 HG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0481.See file dsdata.txt to determine how the superseded data were derived.
 HG0481
 HG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG884396(NAD 83)
 HG0481_MARKER: DB = BENCH MARK DISK
 HG0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0481_STAMPING: H 266 1940
 HG0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0481+STABILITY: SURFACE MOTION
 HG0481
 HG0481  HISTORY     - Date     Condition        Report By
 HG0481  HISTORY     - 1940     MONUMENTED       CGS
 HG0481
 HG0481                          STATION DESCRIPTION
 HG0481
 HG0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0481'4 MI SW FROM BELVIDERE.
 HG0481'4.0 MILE SOUTHWEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0481'TOPEKA, AND SANTA FE RR.  6 RAILS NORTH OF RAILROAD CULVERT
 HG0481'NO. 109A.  1/2 POLE NORTH OF MILE POST NO. 109.  28 FEET
 HG0481'28 FEET WEST OF CENTER LINE OF TRACK.  4.0 FEET NORTH OF
 HG0481'4X4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0431 ***********************************************************************
 JG0431  DESIGNATION -  H 267
 JG0431  PID         -  JG0431
 JG0431  STATE/COUNTY-  KS/PAWNEE
 JG0431  USGS QUAD   -  GARFIELD (1972)
 JG0431
 JG0431                         *CURRENT SURVEY CONTROL
 JG0431  ___________________________________________________________________
 JG0431* NAD 83(1986)-  38 05 23.     (N)    099 13 19.     (W)     SCALED    
 JG0431* NAVD 88     -       630.133  (meters)    2067.36   (feet)  ADJUSTED  
 JG0431  ___________________________________________________________________
 JG0431  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0431  DYNAMIC HT  -         629.633 (meters)    2065.72  (feet)  COMP
 JG0431  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 JG0431
 JG0431  VERT ORDER  -  SECOND    CLASS 0
 JG0431
 JG0431.The horizontal coordinates were scaled from a topographic map and have
 JG0431.an estimated accuracy of +/- 6 seconds.
 JG0431
 JG0431.The orthometric height was determined by differential leveling
 JG0431.and adjusted by the National Geodetic Survey in June 1991..
 JG0431
 JG0431.The geoid height was determined by GEOID03.
 JG0431
 JG0431.The dynamic height is computed by dividing the NAVD 88
 JG0431.geopotential number by the normal gravity value computed on the
 JG0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0431.degrees latitude (g = 980.6199 gals.).
 JG0431
 JG0431.The modeled gravity was interpolated from observed gravity values.
 JG0431
 JG0431;                    North         East    Units  Estimated Accuracy
 JG0431;SPC KS S     -   558,180.      336,670.      MT  (+/- 180 meters Scaled)
 JG0431
 JG0431                          SUPERSEDED SURVEY CONTROL
 JG0431
 JG0431  NGVD 29 (??/??/92)  629.931  (m)         2066.70   (f) ADJ UNCH    2 0
 JG0431
 JG0431.Superseded values are not recommended for survey control.
 JG0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0431.See file dsdata.txt to determine how the superseded data were derived.
 JG0431
 JG0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH805157(NAD 83)
 JG0431_MARKER: DB = BENCH MARK DISK
 JG0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0431_STAMPING: H 267 1940
 JG0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0431+STABILITY: SURFACE MOTION
 JG0431
 JG0431  HISTORY     - Date     Condition        Report By
 JG0431  HISTORY     - 1940     MONUMENTED       CGS
 JG0431
 JG0431                          STATION DESCRIPTION
 JG0431
 JG0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0431'1.5 MI NE FROM GARFIELD.
 JG0431'1.5 MILES NORTHEAST BY RAIL FROM A.T. AND S.F. RR. DEPOT.  ALONG
 JG0431'RIGHT-OF-WAY OF ATCHISON, TOPEKA AND SANTA FE RR.  87 FEET EAST
 JG0431'OF CENTERLINE OF STATE HIGHWAY 45.  36.8 FEET WEST OF CENTERLINE
 JG0431'OF TRACK.  35 FEET SOUTH OF CENTERLINE OF PRIVATE ROAD.  3.0
 JG0431'FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING 18
 JG0431'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0515 ***********************************************************************
 JG0515  DESIGNATION -  H 268
 JG0515  PID         -  JG0515
 JG0515  STATE/COUNTY-  KS/RUSH
 JG0515  USGS QUAD   -  MC CRACKEN (1965)
 JG0515
 JG0515                         *CURRENT SURVEY CONTROL
 JG0515  ___________________________________________________________________
 JG0515* NAD 83(1986)-  38 33 57.     (N)    099 30 58.     (W)     SCALED    
 JG0515* NAVD 88     -       654.534  (meters)    2147.42   (feet)  ADJUSTED  
 JG0515  ___________________________________________________________________
 JG0515  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0515  DYNAMIC HT  -         654.031 (meters)    2145.77  (feet)  COMP
 JG0515  MODELED GRAV-     979,838.7   (mgal)                       NAVD 88
 JG0515
 JG0515  VERT ORDER  -  SECOND    CLASS 0
 JG0515
 JG0515.The horizontal coordinates were scaled from a topographic map and have
 JG0515.an estimated accuracy of +/- 6 seconds.
 JG0515
 JG0515.The orthometric height was determined by differential leveling
 JG0515.and adjusted by the National Geodetic Survey in June 1991..
 JG0515
 JG0515.The geoid height was determined by GEOID03.
 JG0515
 JG0515.The dynamic height is computed by dividing the NAVD 88
 JG0515.geopotential number by the normal gravity value computed on the
 JG0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0515.degrees latitude (g = 980.6199 gals.).
 JG0515
 JG0515.The modeled gravity was interpolated from observed gravity values.
 JG0515
 JG0515;                    North         East    Units  Estimated Accuracy
 JG0515;SPC KS S     -   611,270.      311,440.      MT  (+/- 180 meters Scaled)
 JG0515
 JG0515                          SUPERSEDED SURVEY CONTROL
 JG0515
 JG0515  NGVD 29 (??/??/92)  654.256  (m)         2146.50   (f) ADJ UNCH    2 0
 JG0515
 JG0515.Superseded values are not recommended for survey control.
 JG0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0515.See file dsdata.txt to determine how the superseded data were derived.
 JG0515
 JG0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH550687(NAD 83)
 JG0515_MARKER: DB = BENCH MARK DISK
 JG0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0515_STAMPING: H 268 1940
 JG0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0515+STABILITY: SURFACE MOTION
 JG0515
 JG0515  HISTORY     - Date     Condition        Report By
 JG0515  HISTORY     - 1940     MONUMENTED       CGS
 JG0515
 JG0515                          STATION DESCRIPTION
 JG0515
 JG0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0515'3.4 MI E FROM MC CRACKEN.
 JG0515'3.4 MILES EAST OF THE DEPOT IN MC CRACKEN BENCH MARK IS ALONG
 JG0515'THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  1 POLE WEST
 JG0515'OF MILEPOST NO. 602.  12 FEET NORTH OF THE CENTER LINE OF THE
 JG0515'TRACK.  2 FEET ABOVE THE RAILS, ON TOP OF THE NORTHEAST CORNER
 JG0515'OF THE CONCRETE BASE OF SIGNAL TOWER NO. 6019, SET FLUSH AND
 JG0515'HORIZONTALLY.  4 X 4 INCH WHITE POST SET--SIGNAL TOWER SERVES AS
 JG0515'LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0482 ***********************************************************************
 JG0482  DESIGNATION -  H 27
 JG0482  PID         -  JG0482
 JG0482  STATE/COUNTY-  KS/NESS
 JG0482  USGS QUAD   -  NESS CITY SW (1970)
 JG0482
 JG0482                         *CURRENT SURVEY CONTROL
 JG0482  ___________________________________________________________________
 JG0482* NAD 83(1986)-  38 17 26.     (N)    099 53 49.     (W)     SCALED    
 JG0482* NAVD 88     -       688.395  (meters)    2258.51   (feet)  ADJUSTED  
 JG0482  ___________________________________________________________________
 JG0482  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0482  DYNAMIC HT  -         687.834 (meters)    2256.67  (feet)  COMP
 JG0482  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 JG0482
 JG0482  VERT ORDER  -  SECOND    CLASS 0
 JG0482
 JG0482.The horizontal coordinates were scaled from a topographic map and have
 JG0482.an estimated accuracy of +/- 6 seconds.
 JG0482
 JG0482.The orthometric height was determined by differential leveling
 JG0482.and adjusted by the National Geodetic Survey in June 1991..
 JG0482
 JG0482.The geoid height was determined by GEOID03.
 JG0482
 JG0482.The dynamic height is computed by dividing the NAVD 88
 JG0482.geopotential number by the normal gravity value computed on the
 JG0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0482.degrees latitude (g = 980.6199 gals.).
 JG0482
 JG0482.The modeled gravity was interpolated from observed gravity values.
 JG0482
 JG0482;                    North         East    Units  Estimated Accuracy
 JG0482;SPC KS S     -   581,150.      277,800.      MT  (+/- 180 meters Scaled)
 JG0482
 JG0482                          SUPERSEDED SURVEY CONTROL
 JG0482
 JG0482  NGVD 29 (??/??/92)  688.130  (m)         2257.64   (f) ADJ UNCH    2 0
 JG0482
 JG0482.Superseded values are not recommended for survey control.
 JG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0482.See file dsdata.txt to determine how the superseded data were derived.
 JG0482
 JG0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH215384(NAD 83)
 JG0482_MARKER: DB = BENCH MARK DISK
 JG0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0482+STABILITY: SURFACE MOTION
 JG0482
 JG0482  HISTORY     - Date     Condition        Report By
 JG0482  HISTORY     - UNK      MONUMENTED       CGS
 JG0482  HISTORY     - 1934     GOOD             NGS
 JG0482  HISTORY     - 1938     GOOD             NGS
 JG0482
 JG0482                          STATION DESCRIPTION
 JG0482
 JG0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0482'11.4 MI S FROM NESS CITY.
 JG0482'11.4 MILES SOUTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF
 JG0482'STATE HIGHWAY NO. 21.  IN S.E. CORNER OF SECTION 19 R 23 W
 JG0482'T 20 S.  56 FT. N.W. OF THE INTERSECTION OF HIGHWAY AND COUNTY
 JG0482'ROAD.  49 FT. WEST OF THE CENTER LINE OF HIGHWAY.  25 FT. NORTH
 JG0482'OF CENTER OF COUNTY ROAD.  NOTE-- HWY 21 IS NOW U.S. 283.
 JG0482
 JG0482                          STATION RECOVERY (1938)
 JG0482
 JG0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JG0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0263 ***********************************************************************
 JH0263  DESIGNATION -  H 271
 JH0263  PID         -  JH0263
 JH0263  STATE/COUNTY-  KS/WICHITA
 JH0263  USGS QUAD   -  LEOTI (1970)
 JH0263
 JH0263                         *CURRENT SURVEY CONTROL
 JH0263  ___________________________________________________________________
 JH0263* NAD 83(1986)-  38 29 10.     (N)    101 17 39.     (W)     SCALED    
 JH0263* NAVD 88     -       991.822  (meters)    3254.00   (feet)  ADJUSTED  
 JH0263  ___________________________________________________________________
 JH0263  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 JH0263  DYNAMIC HT  -         990.975 (meters)    3251.22  (feet)  COMP
 JH0263  MODELED GRAV-     979,740.8   (mgal)                       NAVD 88
 JH0263
 JH0263  VERT ORDER  -  SECOND    CLASS 0
 JH0263
 JH0263.The horizontal coordinates were scaled from a topographic map and have
 JH0263.an estimated accuracy of +/- 6 seconds.
 JH0263
 JH0263.The orthometric height was determined by differential leveling
 JH0263.and adjusted by the National Geodetic Survey in June 1991..
 JH0263
 JH0263.The geoid height was determined by GEOID03.
 JH0263
 JH0263.The dynamic height is computed by dividing the NAVD 88
 JH0263.geopotential number by the normal gravity value computed on the
 JH0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0263.degrees latitude (g = 980.6199 gals.).
 JH0263
 JH0263.The modeled gravity was interpolated from observed gravity values.
 JH0263
 JH0263;                    North         East    Units  Estimated Accuracy
 JH0263;SPC KS S     -   605,590.      156,250.      MT  (+/- 180 meters Scaled)
 JH0263
 JH0263                          SUPERSEDED SURVEY CONTROL
 JH0263
 JH0263  NGVD 29 (??/??/92)  991.472  (m)         3252.85   (f) ADJ UNCH    2 0
 JH0263
 JH0263.Superseded values are not recommended for survey control.
 JH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0263.See file dsdata.txt to determine how the superseded data were derived.
 JH0263
 JH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH999622(NAD 83)
 JH0263_MARKER: DB = BENCH MARK DISK
 JH0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0263_STAMPING: H 271 1940
 JH0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0263+STABILITY: SURFACE MOTION
 JH0263
 JH0263  HISTORY     - Date     Condition        Report By
 JH0263  HISTORY     - 1940     MONUMENTED       CGS
 JH0263  HISTORY     - 1941     GOOD             NGS
 JH0263
 JH0263                          STATION DESCRIPTION
 JH0263
 JH0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0263'3.8 MI E FROM LEOTI.
 JH0263'3.8 MILES EAST OF COURT HOUSE IN LEOTI.  BENCH MARK IS ALONG THE
 JH0263'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, AT A GRADE
 JH0263'CROSSING, 3.0 FEET NORTH OF THE FIFTH POLE WEST OF MILEPOST NO.
 JH0263'703-20, 56 FEET NORTHWEST OF CENTER OF THE CROSSING, 43.5 FEET
 JH0263'NORTH OF CENTER LINE OF THE TRACK, 39 FEET EAST OF CENTER LINE
 JH0263'OF THE ROAD CROSSING THE TRACK, 25 FEET EAST OF THE FENCE
 JH0263'CORNER, 6.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 2.5 FEET EAST
 JH0263'OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.2 FEET.
 JH0263'MONUMENT PROJECTS 0.6 FOOT.
 JH0263
 JH0263                          STATION RECOVERY (1941)
 JH0263
 JH0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JH0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0335 ***********************************************************************
 JH0335  DESIGNATION -  H 272
 JH0335  PID         -  JH0335
 JH0335  STATE/COUNTY-  KS/GREELEY
 JH0335  USGS QUAD   -  SELKIRK NW (1970)
 JH0335
 JH0335                         *CURRENT SURVEY CONTROL
 JH0335  ___________________________________________________________________
 JH0335* NAD 83(1986)-  38 27 44.     (N)    101 43 23.     (W)     SCALED    
 JH0335* NAVD 88     -      1088.049  (meters)    3569.71   (feet)  ADJUSTED  
 JH0335  ___________________________________________________________________
 JH0335  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 JH0335  DYNAMIC HT  -        1087.069 (meters)    3566.49  (feet)  COMP
 JH0335  MODELED GRAV-     979,690.2   (mgal)                       NAVD 88
 JH0335
 JH0335  VERT ORDER  -  SECOND    CLASS 0
 JH0335
 JH0335.The horizontal coordinates were scaled from a topographic map and have
 JH0335.an estimated accuracy of +/- 6 seconds.
 JH0335
 JH0335.The orthometric height was determined by differential leveling
 JH0335.and adjusted by the National Geodetic Survey in June 1991..
 JH0335
 JH0335.The geoid height was determined by GEOID03.
 JH0335
 JH0335.The dynamic height is computed by dividing the NAVD 88
 JH0335.geopotential number by the normal gravity value computed on the
 JH0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0335.degrees latitude (g = 980.6199 gals.).
 JH0335
 JH0335.The modeled gravity was interpolated from observed gravity values.
 JH0335
 JH0335;                    North         East    Units  Estimated Accuracy
 JH0335;SPC KS S     -   604,150.      118,760.      MT  (+/- 180 meters Scaled)
 JH0335
 JH0335                          SUPERSEDED SURVEY CONTROL
 JH0335
 JH0335  NGVD 29 (??/??/92) 1087.608  (m)         3568.26   (f) ADJ UNCH    2 0
 JH0335
 JH0335.Superseded values are not recommended for survey control.
 JH0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0335.See file dsdata.txt to determine how the superseded data were derived.
 JH0335
 JH0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH624606(NAD 83)
 JH0335_MARKER: DB = BENCH MARK DISK
 JH0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0335_SP_SET: CULVERT
 JH0335_STAMPING: H 272 1940
 JH0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0335
 JH0335  HISTORY     - Date     Condition        Report By
 JH0335  HISTORY     - 1940     MONUMENTED       CGS
 JH0335
 JH0335                          STATION DESCRIPTION
 JH0335
 JH0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0335'1.6 MI E FROM TRIBUNE.
 JH0335'1.6 MILES EAST OF MISSOURI PACIFIC RAILROAD STATION IN TRIBUNE.
 JH0335'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0335'RAILROAD, 60 FEET SOUTHEAST OF THE THIRD POLE EAST OF MILEPOST NO.
 JH0335'727-10, AT THE NORTH END OF THE CONCRETE DOUBLE BOX CULVERT, ON
 JH0335'TOP OF THE WEST END OF THE CONCRETE HEADWALL, SET FLUSH AND
 JH0335'HORIZONTALLY.  NO 4 X 4 INCH WOODEN POST SET--CULVERT SERVES AS
 JH0335'LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0355 ***********************************************************************
 HH0355  DESIGNATION -  H 273
 HH0355  PID         -  HH0355
 HH0355  STATE/COUNTY-  KS/GRANT
 HH0355  USGS QUAD   -  RYUS (1975)
 HH0355
 HH0355                         *CURRENT SURVEY CONTROL
 HH0355  ___________________________________________________________________
 HH0355* NAD 83(1986)-  37 29 35.     (N)    101 05 57.     (W)     SCALED    
 HH0355* NAVD 88     -       923.474  (meters)    3029.76   (feet)  ADJUSTED  
 HH0355  ___________________________________________________________________
 HH0355  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 HH0355  DYNAMIC HT  -         922.598 (meters)    3026.89  (feet)  COMP
 HH0355  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 HH0355
 HH0355  VERT ORDER  -  SECOND    CLASS 0
 HH0355
 HH0355.The horizontal coordinates were scaled from a topographic map and have
 HH0355.an estimated accuracy of +/- 6 seconds.
 HH0355
 HH0355.The orthometric height was determined by differential leveling
 HH0355.and adjusted by the National Geodetic Survey in June 1991..
 HH0355
 HH0355.The geoid height was determined by GEOID03.
 HH0355
 HH0355.The dynamic height is computed by dividing the NAVD 88
 HH0355.geopotential number by the normal gravity value computed on the
 HH0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0355.degrees latitude (g = 980.6199 gals.).
 HH0355
 HH0355.The modeled gravity was interpolated from observed gravity values.
 HH0355
 HH0355;                    North         East    Units  Estimated Accuracy
 HH0355;SPC KS S     -   494,920.      170,180.      MT  (+/- 180 meters Scaled)
 HH0355
 HH0355                          SUPERSEDED SURVEY CONTROL
 HH0355
 HH0355  NGVD 29 (??/??/92)  923.086  (m)         3028.49   (f) ADJ UNCH    2 0
 HH0355
 HH0355.Superseded values are not recommended for survey control.
 HH0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0355.See file dsdata.txt to determine how the superseded data were derived.
 HH0355
 HH0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG144516(NAD 83)
 HH0355_MARKER: DB = BENCH MARK DISK
 HH0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0355_STAMPING: H 273 1940
 HH0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0355+STABILITY: SURFACE MOTION
 HH0355
 HH0355  HISTORY     - Date     Condition        Report By
 HH0355  HISTORY     - 1940     MONUMENTED       CGS
 HH0355  HISTORY     - 1959     MARK NOT FOUND   NGS
 HH0355  HISTORY     - 1972     MARK NOT FOUND   USGS
 HH0355
 HH0355                          STATION DESCRIPTION
 HH0355
 HH0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HH0355'0.5 MI SE FROM RYUS.
 HH0355'0.5 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0355'RAILWAY FROM THE STATION AT RYUS, GRANT COUNTY, 9.5 FEET SOUTHWEST
 HH0355'OF MILEPOST 7, 47 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 HH0355'AND 3 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 HH0355'DISK, STAMPED H 273 1940 AND SET IN THE TOP OF A CONCRETE POST
 HH0355'PROJECTING 0.3 FOOT ABOVE GROUND.
 HH0355
 HH0355                          STATION RECOVERY (1972)
 HH0355
 HH0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1112 ***********************************************************************
 JE1112  DESIGNATION -  H 274
 JE1112  PID         -  JE1112
 JE1112  STATE/COUNTY-  KS/FRANKLIN
 JE1112  USGS QUAD   -  LANE (1983)
 JE1112
 JE1112                         *CURRENT SURVEY CONTROL
 JE1112  ___________________________________________________________________
 JE1112* NAD 83(1986)-  38 23 32.     (N)    095 05 39.     (W)     SCALED    
 JE1112* NAVD 88     -       277.701  (meters)     911.09   (feet)  ADJUSTED  
 JE1112  ___________________________________________________________________
 JE1112  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JE1112  DYNAMIC HT  -         277.502 (meters)     910.44  (feet)  COMP
 JE1112  MODELED GRAV-     979,905.2   (mgal)                       NAVD 88
 JE1112
 JE1112  VERT ORDER  -  SECOND    CLASS 0
 JE1112
 JE1112.The horizontal coordinates were scaled from a topographic map and have
 JE1112.an estimated accuracy of +/- 6 seconds.
 JE1112
 JE1112.The orthometric height was determined by differential leveling
 JE1112.and adjusted by the National Geodetic Survey in June 1991..
 JE1112
 JE1112.The geoid height was determined by GEOID03.
 JE1112
 JE1112.The dynamic height is computed by dividing the NAVD 88
 JE1112.geopotential number by the normal gravity value computed on the
 JE1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1112.degrees latitude (g = 980.6199 gals.).
 JE1112
 JE1112.The modeled gravity was interpolated from observed gravity values.
 JE1112
 JE1112;                    North         East    Units  Estimated Accuracy
 JE1112;SPC KS S     -   596,950.      697,470.      MT  (+/- 180 meters Scaled)
 JE1112
 JE1112                          SUPERSEDED SURVEY CONTROL
 JE1112
 JE1112  NGVD 29 (??/??/92)  277.567  (m)          910.65   (f) ADJ UNCH    2 0
 JE1112
 JE1112.Superseded values are not recommended for survey control.
 JE1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1112.See file dsdata.txt to determine how the superseded data were derived.
 JE1112
 JE1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC171514(NAD 83)
 JE1112_MARKER: DB = BENCH MARK DISK
 JE1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1112_SP_SET: BRIDGE FOOTING
 JE1112_STAMPING: H 274 1945
 JE1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1112
 JE1112  HISTORY     - Date     Condition        Report By
 JE1112  HISTORY     - 1945     MONUMENTED       CGS
 JE1112  HISTORY     - 1950     GOOD             NGS
 JE1112
 JE1112                          STATION DESCRIPTION
 JE1112
 JE1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1112'3.2 MI NE FROM GREELEY.
 JE1112'FROM THE HIGHWAY BRIDGE ACROSS THE SOUTH FORK POTTAWATOMIE
 JE1112'CREEK AT GREELEY GO 3.2 MILES NORTHEAST ALONG HIGHWAY 169 TO
 JE1112'A CONCRETE BRIDGE.  THE MARK IS AN IRON DISK SET IN THE SOUTHWEST
 JE1112'END OF THE NORTH RAIL FOOTING, 87 FEET NORTHEAST OF AN IRON
 JE1112'GATE, 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 1
 JE1112'FOOT ABOVE THE FLOORLEVEL OF THE BRIDGE.  STAMPED H--274-1945.
 JE1112
 JE1112                          STATION RECOVERY (1950)
 JE1112
 JE1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0952 ***********************************************************************
 JE0952  DESIGNATION -  H 276
 JE0952  PID         -  JE0952
 JE0952  STATE/COUNTY-  KS/DOUGLAS
 JE0952  USGS QUAD   -  BALDWIN CITY (1978)
 JE0952
 JE0952                         *CURRENT SURVEY CONTROL
 JE0952  ___________________________________________________________________
 JE0952* NAD 83(1986)-  38 51 11.     (N)    095 11 17.     (W)     SCALED    
 JE0952* NAVD 88     -       260.988  (meters)     856.26   (feet)  ADJUSTED  
 JE0952  ___________________________________________________________________
 JE0952  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JE0952  DYNAMIC HT  -         260.815 (meters)     855.69  (feet)  COMP
 JE0952  MODELED GRAV-     979,956.4   (mgal)                       NAVD 88
 JE0952
 JE0952  VERT ORDER  -  SECOND    CLASS 0
 JE0952
 JE0952.The horizontal coordinates were scaled from a topographic map and have
 JE0952.an estimated accuracy of +/- 6 seconds.
 JE0952
 JE0952.The orthometric height was determined by differential leveling
 JE0952.and adjusted by the National Geodetic Survey in June 1991..
 JE0952
 JE0952.The geoid height was determined by GEOID03.
 JE0952
 JE0952.The dynamic height is computed by dividing the NAVD 88
 JE0952.geopotential number by the normal gravity value computed on the
 JE0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0952.degrees latitude (g = 980.6199 gals.).
 JE0952
 JE0952.The modeled gravity was interpolated from observed gravity values.
 JE0952
 JE0952;                    North         East    Units  Estimated Accuracy
 JE0952;SPC KS N     -    61,480.      644,050.      MT  (+/- 180 meters Scaled)
 JE0952
 JE0952                          SUPERSEDED SURVEY CONTROL
 JE0952
 JE0952  NGVD 29 (??/??/92)  260.896  (m)          855.96   (f) ADJ UNCH    2 0
 JE0952
 JE0952.Superseded values are not recommended for survey control.
 JE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0952.See file dsdata.txt to determine how the superseded data were derived.
 JE0952
 JE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD101027(NAD 83)
 JE0952_MARKER: DB = BENCH MARK DISK
 JE0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0952_STAMPING: H 276 1945
 JE0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0952+STABILITY: SURFACE MOTION
 JE0952
 JE0952  HISTORY     - Date     Condition        Report By
 JE0952  HISTORY     - 1945     MONUMENTED       CGS
 JE0952  HISTORY     - 1950     GOOD             NGS
 JE0952
 JE0952                          STATION DESCRIPTION
 JE0952
 JE0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0952'8.5 MI S FROM LAWRENCE.
 JE0952'ABOUT 8.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0952'RAILROAD FROM THE STATION AT LAWRENCE, AT A ROAD CROSSING ABOUT
 JE0952'1.0 MILE NORTH OF VINLAND, 47.6 FEET WEST OF AND ABOUT 2.0 FEET
 JE0952'LOWER THAN THE CENTER LINE OF THE TRACKS, 30.0 FEET SOUTH OF THE
 JE0952'CENTER LINE OF THE ROAD, 13.0 FEET SOUTH OF A FENCE CORNER,
 JE0952'1.0 FOOT EAST OF THE RIGHT OF WAY FENCE AND 1.0 FOOT NORTH OF A
 JE0952'4 X 4 MARKER POST.  A BRONZE DISK STAMPED H 276 1945 SET IN
 JE0952'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 JE0952
 JE0952                          STATION RECOVERY (1950)
 JE0952
 JE0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1099 ***********************************************************************
 JE1099  DESIGNATION -  H 277
 JE1099  PID         -  JE1099
 JE1099  STATE/COUNTY-  KS/ANDERSON
 JE1099  USGS QUAD   -  BLUE MOUND (1966)
 JE1099
 JE1099                         *CURRENT SURVEY CONTROL
 JE1099  ___________________________________________________________________
 JE1099* NAD 83(1986)-  38 05 18.     (N)    095 05 44.     (W)     SCALED    
 JE1099* NAVD 88     -       328.539  (meters)    1077.88   (feet)  ADJUSTED  
 JE1099  ___________________________________________________________________
 JE1099  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JE1099  DYNAMIC HT  -         328.294 (meters)    1077.08  (feet)  COMP
 JE1099  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 JE1099
 JE1099  VERT ORDER  -  SECOND    CLASS 0
 JE1099
 JE1099.The horizontal coordinates were scaled from a topographic map and have
 JE1099.an estimated accuracy of +/- 6 seconds.
 JE1099
 JE1099.The orthometric height was determined by differential leveling
 JE1099.and adjusted by the National Geodetic Survey in June 1991..
 JE1099
 JE1099.The geoid height was determined by GEOID03.
 JE1099
 JE1099.The dynamic height is computed by dividing the NAVD 88
 JE1099.geopotential number by the normal gravity value computed on the
 JE1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1099.degrees latitude (g = 980.6199 gals.).
 JE1099
 JE1099.The modeled gravity was interpolated from observed gravity values.
 JE1099
 JE1099;                    North         East    Units  Estimated Accuracy
 JE1099;SPC KS S     -   563,240.      698,580.      MT  (+/- 180 meters Scaled)
 JE1099
 JE1099                          SUPERSEDED SURVEY CONTROL
 JE1099
 JE1099  NGVD 29 (??/??/92)  328.390  (m)         1077.39   (f) ADJ UNCH    2 0
 JE1099
 JE1099.Superseded values are not recommended for survey control.
 JE1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1099.See file dsdata.txt to determine how the superseded data were derived.
 JE1099
 JE1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC162176(NAD 83)
 JE1099_MARKER: DB = BENCH MARK DISK
 JE1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1099_STAMPING: H 277 1945
 JE1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1099+STABILITY: SURFACE MOTION
 JE1099
 JE1099  HISTORY     - Date     Condition        Report By
 JE1099  HISTORY     - 1945     MONUMENTED       CGS
 JE1099  HISTORY     - 1951     GOOD             NGS
 JE1099
 JE1099                          STATION DESCRIPTION
 JE1099
 JE1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1099'3.3 MI E FROM KINCAID.
 JE1099'3.3 MILES EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE1099'RAILROAD FROM THE W.H. LOCKWOOD GARAGE AT KINCAID, ANDERSON
 JE1099'COUNTY, AT THE CROSSING OF A NORTH-AND-SOUTH DIRT ROAD, 120
 JE1099'FEET SOUTH OF THE CENTER LINE OF THE OLD ROADBED, 22 FEET EAST
 JE1099'OF THE CENTER LINE OF THE DIRT ROAD, 19.2 FEET SOUTH OF THE
 JE1099'SOUTHWEST END OF A WIRE GATE, 4 FEET EAST OF THE FENCE, 1 FOOT
 JE1099'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER
 JE1099'THAN THE ROAD.  A STANDARD DISK, STAMPED H 277 1945 AND SET
 JE1099'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 JE1099
 JE1099                          STATION RECOVERY (1951)
 JE1099
 JE1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1174 ***********************************************************************
 JE1174  DESIGNATION -  H 278
 JE1174  PID         -  JE1174
 JE1174  STATE/COUNTY-  KS/COFFEY
 JE1174  USGS QUAD   -  LE ROY (1971)
 JE1174
 JE1174                         *CURRENT SURVEY CONTROL
 JE1174  ___________________________________________________________________
 JE1174* NAD 83(1986)-  38 03 08.     (N)    095 38 44.     (W)     SCALED    
 JE1174* NAVD 88     -       301.625  (meters)     989.58   (feet)  ADJUSTED  
 JE1174  ___________________________________________________________________
 JE1174  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JE1174  DYNAMIC HT  -         301.400 (meters)     988.84  (feet)  COMP
 JE1174  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 JE1174
 JE1174  VERT ORDER  -  SECOND    CLASS 0
 JE1174
 JE1174.The horizontal coordinates were scaled from a topographic map and have
 JE1174.an estimated accuracy of +/- 6 seconds.
 JE1174
 JE1174.The orthometric height was determined by differential leveling
 JE1174.and adjusted by the National Geodetic Survey in June 1991..
 JE1174
 JE1174.The geoid height was determined by GEOID03.
 JE1174
 JE1174.The dynamic height is computed by dividing the NAVD 88
 JE1174.geopotential number by the normal gravity value computed on the
 JE1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1174.degrees latitude (g = 980.6199 gals.).
 JE1174
 JE1174.The modeled gravity was interpolated from observed gravity values.
 JE1174
 JE1174;                    North         East    Units  Estimated Accuracy
 JE1174;SPC KS S     -   557,610.      650,480.      MT  (+/- 180 meters Scaled)
 JE1174
 JE1174                          SUPERSEDED SURVEY CONTROL
 JE1174
 JE1174  NGVD 29 (??/??/92)  301.472  (m)          989.08   (f) ADJ UNCH    2 0
 JE1174
 JE1174.Superseded values are not recommended for survey control.
 JE1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1174.See file dsdata.txt to determine how the superseded data were derived.
 JE1174
 JE1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC678149(NAD 83)
 JE1174_MARKER: DB = BENCH MARK DISK
 JE1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1174_STAMPING: H 278 1946
 JE1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1174+STABILITY: SURFACE MOTION
 JE1174
 JE1174  HISTORY     - Date     Condition        Report By
 JE1174  HISTORY     - 1946     MONUMENTED       CGS
 JE1174
 JE1174                          STATION DESCRIPTION
 JE1174
 JE1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JE1174'0.6 MI NW FROM MOODY.
 JE1174'ABOUT 0.6 MILE NORTHWEST ALONG THE MISSOURI-KANSAS AND TEXAS
 JE1174'RAILROAD FROM THE STATION AT MOODY, COFFEY COUNTY, ABOUT 8 POLES
 JE1174'NORTH OF MILEPOST 56, AT THE CROSSING OF A GRAVEL ROAD, 85 FEET
 JE1174'WEST OF THE CENTER LINE OF THE TRACK, 68 FEET NORTH OF THE
 JE1174'CENTER LINE OF THE ROAD, AND 2 FEET NORTH OF A WHITE WOODEN
 JE1174'WITNESS POST.  A STANDARD DISK, STAMPED H 278 1946 AND SET IN
 JE1174'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0457 ***********************************************************************
 JF0457  DESIGNATION -  H 279
 JF0457  PID         -  JF0457
 JF0457  STATE/COUNTY-  KS/DICKINSON
 JF0457  USGS QUAD   -  CHAPMAN (1979)
 JF0457
 JF0457                         *CURRENT SURVEY CONTROL
 JF0457  ___________________________________________________________________
 JF0457* NAD 83(1986)-  38 56 30.     (N)    097 06 07.     (W)     SCALED    
 JF0457* NAVD 88     -       342.724  (meters)    1124.42   (feet)  ADJUSTED  
 JF0457  ___________________________________________________________________
 JF0457  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 JF0457  DYNAMIC HT  -         342.483 (meters)    1123.63  (feet)  COMP
 JF0457  MODELED GRAV-     979,916.2   (mgal)                       NAVD 88
 JF0457
 JF0457  VERT ORDER  -  FIRST     CLASS II
 JF0457
 JF0457.The horizontal coordinates were scaled from a topographic map and have
 JF0457.an estimated accuracy of +/- 6 seconds.
 JF0457
 JF0457.The orthometric height was determined by differential leveling
 JF0457.and adjusted by the National Geodetic Survey in June 1991..
 JF0457
 JF0457.The geoid height was determined by GEOID03.
 JF0457
 JF0457.The dynamic height is computed by dividing the NAVD 88
 JF0457.geopotential number by the normal gravity value computed on the
 JF0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0457.degrees latitude (g = 980.6199 gals.).
 JF0457
 JF0457.The modeled gravity was interpolated from observed gravity values.
 JF0457
 JF0457;                    North         East    Units  Estimated Accuracy
 JF0457;SPC KS N     -    67,920.      477,860.      MT  (+/- 180 meters Scaled)
 JF0457
 JF0457                          SUPERSEDED SURVEY CONTROL
 JF0457
 JF0457  NGVD 29 (??/??/92)  342.616  (m)         1124.07   (f) ADJ UNCH    1 2
 JF0457
 JF0457.Superseded values are not recommended for survey control.
 JF0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0457.See file dsdata.txt to determine how the superseded data were derived.
 JF0457
 JF0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ644120(NAD 83)
 JF0457_MARKER: DB = BENCH MARK DISK
 JF0457_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0457_SP_SET: ABUTMENT
 JF0457_STAMPING: H 279 1947
 JF0457_MARK LOGO: CGS   
 JF0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0457+STABILITY: SURFACE MOTION
 JF0457
 JF0457  HISTORY     - Date     Condition        Report By
 JF0457  HISTORY     - 1947     MONUMENTED       CGS
 JF0457  HISTORY     - 1968     GOOD             NGS
 JF0457  HISTORY     - 1986     GOOD             NGS
 JF0457
 JF0457                          STATION DESCRIPTION
 JF0457
 JF0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0457'1.2 MI NE FROM DETROIT.
 JF0457'1.25 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0457'STATION AT DETROIT, AT THE SOUTHWEST END OF STEEL PLATE BRIDGE
 JF0457'NO. 157.27, 7.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 JF0457'TRACK, 3.4 FEET BELOW THE BASE OF THE RAILS, SET IN THE CENTER
 JF0457'AND TOP OF AND 1.7 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 JF0457'BRIDGE SOCKET PORTION OF THE SOUTHWEST CONCRETE ABUTMENT OF
 JF0457'THE BRIDGE.
 JF0457
 JF0457                          STATION RECOVERY (1968)
 JF0457
 JF0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0457'RECOVERED IN GOOD CONDITION.
 JF0457
 JF0457                          STATION RECOVERY (1986)
 JF0457
 JF0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0457'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.3 KM (6.4
 JF0457'MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0457'ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0504 ***********************************************************************
 JG0504  DESIGNATION -  H 28
 JG0504  PID         -  JG0504
 JG0504  STATE/COUNTY-  KS/HODGEMAN
 JG0504  USGS QUAD   -  JETMORE SE (1970)
 JG0504
 JG0504                         *CURRENT SURVEY CONTROL
 JG0504  ___________________________________________________________________
 JG0504* NAD 83(1986)-  38 04 57.     (N)    099 50 43.     (W)     SCALED    
 JG0504* NAVD 88     -       681.455  (meters)    2235.74   (feet)  ADJUSTED  
 JG0504  ___________________________________________________________________
 JG0504  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 JG0504  DYNAMIC HT  -         680.893 (meters)    2233.90  (feet)  COMP
 JG0504  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 JG0504
 JG0504  VERT ORDER  -  SECOND    CLASS 0
 JG0504
 JG0504.The horizontal coordinates were scaled from a topographic map and have
 JG0504.an estimated accuracy of +/- 6 seconds.
 JG0504
 JG0504.The orthometric height was determined by differential leveling
 JG0504.and adjusted by the National Geodetic Survey in June 1991..
 JG0504
 JG0504.The geoid height was determined by GEOID03.
 JG0504
 JG0504.The dynamic height is computed by dividing the NAVD 88
 JG0504.geopotential number by the normal gravity value computed on the
 JG0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0504.degrees latitude (g = 980.6199 gals.).
 JG0504
 JG0504.The modeled gravity was interpolated from observed gravity values.
 JG0504
 JG0504;                    North         East    Units  Estimated Accuracy
 JG0504;SPC KS S     -   557,990.      281,990.      MT  (+/- 180 meters Scaled)
 JG0504
 JG0504                          SUPERSEDED SURVEY CONTROL
 JG0504
 JG0504  NGVD 29 (??/??/92)  681.211  (m)         2234.94   (f) ADJ UNCH    2 0
 JG0504
 JG0504.Superseded values are not recommended for survey control.
 JG0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0504.See file dsdata.txt to determine how the superseded data were derived.
 JG0504
 JG0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH258153(NAD 83)
 JG0504_MARKER: DB = BENCH MARK DISK
 JG0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0504_STAMPING: H 28 1934
 JG0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0504+STABILITY: SURFACE MOTION
 JG0504
 JG0504  HISTORY     - Date     Condition        Report By
 JG0504  HISTORY     - 1934     MONUMENTED       CGS
 JG0504
 JG0504                          STATION DESCRIPTION
 JG0504
 JG0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0504'2.5 MI E FROM JETMORE.
 JG0504'2.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0504'FROM JETMORE, HODGEMAN COUNTY, IN SECTION 4, T 23 S, R 23 W,
 JG0504'ABOUT 400 FEET WEST OF BRIDGE 43 B, 73 FEET SOUTH OF THE
 JG0504'CENTERLINE OF THE TRACK, 23 FEET WEST OF THE CENTERLINE OF A
 JG0504'SECTION ROAD, AND 33 FEET SOUTH OF A TELEPHONE POLE.  A STANDARD
 JG0504'DISK, STAMPED H 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0186 ***********************************************************************
 KE0186  DESIGNATION -  H 280
 KE0186  PID         -  KE0186
 KE0186  STATE/COUNTY-  KS/LEAVENWORTH
 KE0186  USGS QUAD   -  WOLCOTT (1975)
 KE0186
 KE0186                         *CURRENT SURVEY CONTROL
 KE0186  ___________________________________________________________________
 KE0186* NAD 83(1986)-  39 14 55.     (N)    094 52 04.     (W)     SCALED    
 KE0186* NAVD 88     -       235.841  (meters)     773.75   (feet)  ADJUSTED  
 KE0186  ___________________________________________________________________
 KE0186  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KE0186  DYNAMIC HT  -         235.690 (meters)     773.26  (feet)  COMP
 KE0186  MODELED GRAV-     979,982.6   (mgal)                       NAVD 88
 KE0186
 KE0186  VERT ORDER  -  FIRST     CLASS II
 KE0186
 KE0186.The horizontal coordinates were scaled from a topographic map and have
 KE0186.an estimated accuracy of +/- 6 seconds.
 KE0186
 KE0186.The orthometric height was determined by differential leveling
 KE0186.and adjusted by the National Geodetic Survey in June 1991..
 KE0186
 KE0186.The geoid height was determined by GEOID03.
 KE0186
 KE0186.The dynamic height is computed by dividing the NAVD 88
 KE0186.geopotential number by the normal gravity value computed on the
 KE0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0186.degrees latitude (g = 980.6199 gals.).
 KE0186
 KE0186.The modeled gravity was interpolated from observed gravity values.
 KE0186
 KE0186;                    North         East    Units  Estimated Accuracy
 KE0186;SPC KS N     -   106,280.      670,320.      MT  (+/- 180 meters Scaled)
 KE0186
 KE0186                          SUPERSEDED SURVEY CONTROL
 KE0186
 KE0186  NGVD 29 (??/??/92)  235.753  (m)          773.47   (f) ADJ UNCH    1 2
 KE0186
 KE0186.Superseded values are not recommended for survey control.
 KE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0186.See file dsdata.txt to determine how the superseded data were derived.
 KE0186
 KE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD388460(NAD 83)
 KE0186_MARKER: DB = BENCH MARK DISK
 KE0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0186_STAMPING: H 280 1948
 KE0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0186+STABILITY: SURFACE MOTION
 KE0186
 KE0186  HISTORY     - Date     Condition        Report By
 KE0186  HISTORY     - 1948     MONUMENTED       CGS
 KE0186  HISTORY     - 1951     GOOD             NGS
 KE0186
 KE0186                          STATION DESCRIPTION
 KE0186
 KE0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0186'5.2 MI S FROM LEAVENWORTH.
 KE0186'5.2 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE CHICAGO
 KE0186'GREAT WESTERN RAILWAY BRIDGE OVER THE MISSOURI RIVER AT LEAVENWORTH,
 KE0186'1.3 MILES SOUTHEAST OF LEAVENWORTH JUNCTION, 2 POLES NORTHWEST
 KE0186'OF MILEPOST 304-10, AT A PRIVATE ROAD CROSSING, 88.6 FEET SOUTH
 KE0186'OF THE SOUTHWEST CORNER OF A 4 FOOT BY 6 FOOT CONCRETE BOX
 KE0186'CULVERT, 48.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI
 KE0186'PACIFIC TRACK, 10.5 FEET SOUTHEAST OF THE CENTER LINE OF AN IRON
 KE0186'GATE, 20.5 FEET NORTH OF A 20-INCH OAK TREE ON EDGE OF BLUFF, 2.4
 KE0186'FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A
 KE0186'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0186
 KE0186                          STATION RECOVERY (1951)
 KE0186
 KE0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0580 ***********************************************************************
 KE0580  DESIGNATION -  H 281
 KE0580  PID         -  KE0580
 KE0580  STATE/COUNTY-  KS/ATCHISON
 KE0580  USGS QUAD   -  OAK MILLS (1984)
 KE0580
 KE0580                         *CURRENT SURVEY CONTROL
 KE0580  ___________________________________________________________________
 KE0580* NAD 83(1986)-  39 28 30.     (N)    095 03 08.     (W)     SCALED    
 KE0580* NAVD 88     -       239.412  (meters)     785.47   (feet)  ADJUSTED  
 KE0580  ___________________________________________________________________
 KE0580  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 KE0580  DYNAMIC HT  -         239.263 (meters)     784.98  (feet)  COMP
 KE0580  MODELED GRAV-     980,001.1   (mgal)                       NAVD 88
 KE0580
 KE0580  VERT ORDER  -  FIRST     CLASS II
 KE0580
 KE0580.The horizontal coordinates were scaled from a topographic map and have
 KE0580.an estimated accuracy of +/- 6 seconds.
 KE0580
 KE0580.The orthometric height was determined by differential leveling
 KE0580.and adjusted by the National Geodetic Survey in June 1991..
 KE0580
 KE0580.The geoid height was determined by GEOID03.
 KE0580
 KE0580.The dynamic height is computed by dividing the NAVD 88
 KE0580.geopotential number by the normal gravity value computed on the
 KE0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0580.degrees latitude (g = 980.6199 gals.).
 KE0580
 KE0580.The modeled gravity was interpolated from observed gravity values.
 KE0580
 KE0580;                    North         East    Units  Estimated Accuracy
 KE0580;SPC KS N     -   130,870.      653,590.      MT  (+/- 180 meters Scaled)
 KE0580
 KE0580                          SUPERSEDED SURVEY CONTROL
 KE0580
 KE0580  NGVD 29 (??/??/92)  239.312  (m)          785.14   (f) ADJ UNCH    1 2
 KE0580
 KE0580.Superseded values are not recommended for survey control.
 KE0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0580.See file dsdata.txt to determine how the superseded data were derived.
 KE0580
 KE0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD234715(NAD 83)
 KE0580_MARKER: DB = BENCH MARK DISK
 KE0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0580_SP_SET: CULVERT
 KE0580_STAMPING: H 281 1948
 KE0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0580
 KE0580  HISTORY     - Date     Condition        Report By
 KE0580  HISTORY     - 1948     MONUMENTED       CGS
 KE0580  HISTORY     - 1951     GOOD             NGS
 KE0580
 KE0580                          STATION DESCRIPTION
 KE0580
 KE0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0580'7 MI SE FROM ATCHISON.
 KE0580'7.0 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0580'STATION AT ATCHISON, 0.6 MILE SOUTHEAST OF BRIDGE OVER OWL
 KE0580'CREEK, 4 POLES SOUTHEAST OF MILEPOST 323-30, 8.5 FEET SOUTHWEST OF
 KE0580'THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC TRACK, 1.9 FEET
 KE0580'NORTHWEST OF THE SOUTHEAST END OF A 3 FOOT BY 2 FOOT CONCRETE
 KE0580'CULVERT, AND SET IN THE CENTER OF THE TOP OF THE SOUTHWEST
 KE0580'HEADWALL OF THE CULVERT.
 KE0580
 KE0580                          STATION RECOVERY (1951)
 KE0580
 KE0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0206 ***********************************************************************
 KE0206  DESIGNATION -  H 282
 KE0206  PID         -  KE0206
 KE0206  STATE/COUNTY-  KS/WYANDOTTE
 KE0206  USGS QUAD   -  PARKVILLE (1991)
 KE0206
 KE0206                         *CURRENT SURVEY CONTROL
 KE0206  ___________________________________________________________________
 KE0206* NAD 83(1986)-  39 09 56.     (N)    094 42 22.     (W)     SCALED    
 KE0206* NAVD 88     -       230.071  (meters)     754.82   (feet)  ADJUSTED  
 KE0206  ___________________________________________________________________
 KE0206  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE0206  DYNAMIC HT  -         229.923 (meters)     754.34  (feet)  COMP
 KE0206  MODELED GRAV-     979,979.2   (mgal)                       NAVD 88
 KE0206
 KE0206  VERT ORDER  -  FIRST     CLASS II
 KE0206
 KE0206.The horizontal coordinates were scaled from a topographic map and have
 KE0206.an estimated accuracy of +/- 6 seconds.
 KE0206
 KE0206.The orthometric height was determined by differential leveling
 KE0206.and adjusted by the National Geodetic Survey in June 1991..
 KE0206
 KE0206.The geoid height was determined by GEOID03.
 KE0206
 KE0206.The dynamic height is computed by dividing the NAVD 88
 KE0206.geopotential number by the normal gravity value computed on the
 KE0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0206.degrees latitude (g = 980.6199 gals.).
 KE0206
 KE0206.The modeled gravity was interpolated from observed gravity values.
 KE0206
 KE0206;                    North         East    Units  Estimated Accuracy
 KE0206;SPC KS N     -    97,560.      684,600.      MT  (+/- 180 meters Scaled)
 KE0206
 KE0206                          SUPERSEDED SURVEY CONTROL
 KE0206
 KE0206  NGVD 29 (??/??/92)  229.988  (m)          754.55   (f) ADJ UNCH    1 2
 KE0206
 KE0206.Superseded values are not recommended for survey control.
 KE0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0206.See file dsdata.txt to determine how the superseded data were derived.
 KE0206
 KE0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD526365(NAD 83)
 KE0206_MARKER: DB = BENCH MARK DISK
 KE0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0206_STAMPING: H 282 1948
 KE0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0206+STABILITY: SURFACE MOTION
 KE0206
 KE0206  HISTORY     - Date     Condition        Report By
 KE0206  HISTORY     - 1948     MONUMENTED       CGS
 KE0206  HISTORY     - 1951     GOOD             NGS
 KE0206
 KE0206                          STATION DESCRIPTION
 KE0206
 KE0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0206'4.9 MI W FROM KANSAS CITY.
 KE0206'4.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE SEVENTH
 KE0206'STREET TRAFFICWAY OVERPASS OVER THE RAILROADS AT KANSAS CITY,
 KE0206'0.5 MILE WEST OF THE RAILROAD BRIDGE OVER NEARMAN CREEK AT NEARMAN,
 KE0206'SET ON THE HENRY MEISNER FARM PROPERTY, AT POINT OF BLUFF,
 KE0206'ABOUT 300.0 FEET NORTHEAST OF FARM HOME, 4 1/2 RAILS WEST OF
 KE0206'BRIDGE 74 3/4 A, 232.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 KE0206'MISSOURI PACIFIC TRACK, 168.0 FEET SOUTH OF THE CENTER LINE OF
 KE0206'AN EAST-WEST DIRT ROAD, 9.0 FEET SOUTHWEST OF A FENCE CORNER,
 KE0206'1.4 FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 KE0206'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.  MARK IS 0.7
 KE0206'MILE EAST OF BENCH MARK G 282.
 KE0206
 KE0206                          STATION RECOVERY (1951)
 KE0206
 KE0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0570 ***********************************************************************
 JF0570  DESIGNATION -  H 283
 JF0570  PID         -  JF0570
 JF0570  STATE/COUNTY-  KS/DICKINSON
 JF0570  USGS QUAD   -  ABILENE (1979)
 JF0570
 JF0570                         *CURRENT SURVEY CONTROL
 JF0570  ___________________________________________________________________
 JF0570* NAD 83(1986)-  38 57 33.     (N)    097 14 37.     (W)     SCALED    
 JF0570* NAVD 88     -       361.331  (meters)    1185.47   (feet)  ADJUSTED  
 JF0570  ___________________________________________________________________
 JF0570  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 JF0570  DYNAMIC HT  -         361.089 (meters)    1184.67  (feet)  COMP
 JF0570  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 JF0570
 JF0570  VERT ORDER  -  FIRST     CLASS II
 JF0570
 JF0570.The horizontal coordinates were scaled from a topographic map and have
 JF0570.an estimated accuracy of +/- 6 seconds.
 JF0570
 JF0570.The orthometric height was determined by differential leveling
 JF0570.and adjusted by the National Geodetic Survey in June 1991..
 JF0570.WARNING-Repeat measurements at this control monument indicate possible
 JF0570.vertical movement.
 JF0570
 JF0570.The geoid height was determined by GEOID03.
 JF0570
 JF0570.The dynamic height is computed by dividing the NAVD 88
 JF0570.geopotential number by the normal gravity value computed on the
 JF0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0570.degrees latitude (g = 980.6199 gals.).
 JF0570
 JF0570.The modeled gravity was interpolated from observed gravity values.
 JF0570
 JF0570;                    North         East    Units  Estimated Accuracy
 JF0570;SPC KS N     -    69,750.      465,560.      MT  (+/- 180 meters Scaled)
 JF0570
 JF0570                          SUPERSEDED SURVEY CONTROL
 JF0570
 JF0570  NGVD 29 (??/??/92)  361.218  (m)         1185.10   (f) ADJ UNCH    1 2
 JF0570
 JF0570.Superseded values are not recommended for survey control.
 JF0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0570.See file dsdata.txt to determine how the superseded data were derived.
 JF0570
 JF0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ521137(NAD 83)
 JF0570_MARKER: DB = BENCH MARK DISK
 JF0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0570_STAMPING: H 283 1947
 JF0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0570+STABILITY: SURFACE MOTION
 JF0570
 JF0570  HISTORY     - Date     Condition        Report By
 JF0570  HISTORY     - 1947     MONUMENTED       CGS
 JF0570  HISTORY     - 1961     GOOD             NGS
 JF0570
 JF0570                          STATION DESCRIPTION
 JF0570
 JF0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0570'3.4 MI N FROM ABILENE.
 JF0570'3.35 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0570'FROM THE CROSSING OF THE UNION PACIFIC RAILWAY AND THE ATCHISON,
 JF0570'TOPEKA AND SANTA FE RAILWAY AT ABILENE, APPROXIMATELY 114 YARDS
 JF0570'SOUTH OF THE CENTER OF A PRIVATE ROAD CROSSING, 168.0 FEET NORTH
 JF0570'OF THE CENTER OF A PRIVATE ROAD CROSSING, 39.4 FEET WEST OF THE
 JF0570'WEST RAIL OF THE TRACK AND 1 FOOT LOWER, 11.4 FEET SOUTH OF THE
 JF0570'TWELFTH POLE NORTH OF MILEPOST 62 AND IN LINE WITH THE ROW OF
 JF0570'POLES, 7.0 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 2.2 FEET
 JF0570'SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST
 JF0570'AND PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JF0570
 JF0570                          STATION RECOVERY (1961)
 JF0570
 JF0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0548 ***********************************************************************
 KF0548  DESIGNATION -  H 286
 KF0548  PID         -  KF0548
 KF0548  STATE/COUNTY-  KS/CLOUD
 KF0548  USGS QUAD   -  CONCORDIA (1980)
 KF0548
 KF0548                         *CURRENT SURVEY CONTROL
 KF0548  ___________________________________________________________________
 KF0548* NAD 83(1997)-  39 33 59.60684(N)    097 37 31.81987(W)     ADJUSTED  
 KF0548* NAVD 88     -       417.830  (meters)    1370.83   (feet)  ADJUSTED  
 KF0548  ___________________________________________________________________
 KF0548  X           -    -653,377.005 (meters)                     COMP
 KF0548  Y           -  -4,880,260.096 (meters)                     COMP
 KF0548  Z           -   4,041,251.647 (meters)                     COMP
 KF0548  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 KF0548  ELLIP HEIGHT-         390.71  (meters)          (08/16/04) GPS OBS
 KF0548  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 KF0548  DYNAMIC HT  -         417.566 (meters)    1369.96  (feet)  COMP
 KF0548  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 KF0548
 KF0548  HORZ ORDER  -  FIRST
 KF0548  VERT ORDER  -  FIRST     CLASS II
 KF0548  ELLP ORDER  -  FOURTH    CLASS II
 KF0548
 KF0548.The horizontal coordinates were established by GPS observations
 KF0548.and adjusted by the National Geodetic Survey in December 1997..
 KF0548.No horizontal observational check was made to the station.
 KF0548
 KF0548.The orthometric height was determined by differential leveling
 KF0548.and adjusted by the National Geodetic Survey in June 1991..
 KF0548
 KF0548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0548
 KF0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0548
 KF0548.The ellipsoidal height was determined by GPS observations
 KF0548.and is referenced to NAD 83.
 KF0548
 KF0548.The geoid height was determined by GEOID03.
 KF0548
 KF0548.The dynamic height is computed by dividing the NAVD 88
 KF0548.geopotential number by the normal gravity value computed on the
 KF0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0548.degrees latitude (g = 980.6199 gals.).
 KF0548
 KF0548.The modeled gravity was interpolated from observed gravity values.
 KF0548
 KF0548;                    North         East     Units Scale Factor Converg.
 KF0548;SPC KS N     -   136,970.932   432,179.814   MT  0.99997201   +0 14 13.0
 KF0548;UTM  14      - 4,380,553.305   618,067.048   MT  0.99977162   +0 52 32.2
 KF0548
 KF0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0548!SPC KS N     -   0.99993871  x   0.99997201  =   0.99991072
 KF0548!UTM  14      -   0.99993871  x   0.99977162  =   0.99971034
 KF0548
 KF0548                          SUPERSEDED SURVEY CONTROL
 KF0548
 KF0548  ELLIP H (12/22/97)  390.76   (m)                       GP(       ) 4 1
 KF0548  NAVD 88 (12/22/97)  417.83   (m)         1370.8    (f) LEVELING    3  
 KF0548  NGVD 29 (??/??/92)  417.684  (m)         1370.35   (f) ADJ UNCH    1 2
 KF0548
 KF0548.Superseded values are not recommended for survey control.
 KF0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0548.See file dsdata.txt to determine how the superseded data were derived.
 KF0548
 KF0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1806780553(NAD 83)
 KF0548_MARKER: DB = BENCH MARK DISK
 KF0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0548_STAMPING: H 286 1947
 KF0548_MARK LOGO: CGS   
 KF0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0548+STABILITY: SURFACE MOTION
 KF0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0548+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1997
 KF0548
 KF0548  HISTORY     - Date     Condition        Report By
 KF0548  HISTORY     - 1947     MONUMENTED       CGS
 KF0548  HISTORY     - 19970325 GOOD             NGS
 KF0548
 KF0548                          STATION DESCRIPTION
 KF0548
 KF0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0548'2.1 MI SW FROM CONCORDIA.
 KF0548'2.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0548'RAILROAD FROM THE STATION AT CONCORDIA, AT AN EAST-WEST SECTION
 KF0548'LINE ROAD CROSSING, 45.7 FEET NORTHEAST OF THE NORTHEAST RAIL
 KF0548'OF THE TRACK, 31.0 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KF0548'3.7 FEET NORTHWEST OF A POWER LINE POLE, 2.0 FEET EAST OF A
 KF0548'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KF0548'0.6 FOOT ABOVE THE GROUND.
 KF0548
 KF0548                          STATION RECOVERY (1997)
 KF0548
 KF0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KF0548'THE STATION IS LOCATED ABOUT 1 KM (0.60 MI) EAST OF CONCORDIA, JUST
 KF0548'SOUTH OF THE TOP OF A 2 M (6.6 FT) TALL CUT BANK, NEAR THE SOUTHWEST
 KF0548'CORNER OF A CULTIVATED FIELD, IN THE NORTHEAST QUADRANT OF THE
 KF0548'JUNCTION OF A RAILROAD TRACK AND A GRAVEL ROAD, IN THE RAILROAD
 KF0548'RIGHT-OF-WAY.  OWNERSHIP--ATCHISON, TOPEKA AND SANTA FE RAILROAD.  TO
 KF0548'REACH FROM THE JUNCTION OF U.S. HIGHWAY 81 (LINCOLN AVENUE) AND STATE
 KF0548'HIGHWAYS 9 AND 28 (EAST 6TH STREET) IN CONCORDIA, GO SOUTH ON LINCOLN
 KF0548'AVENUE FOR 0.48 KM (0.30 MI) TO A PAVED CROSSROAD (11TH STREET).  TURN
 KF0548'LEFT, EAST ON 11TH STREET FOR 2.37 KM (1.45 MI) TO A PAVED CROSSROAD
 KF0548'AND A GRAVEL ROAD AHEAD LEADING EAST.  CONTINUE AHEAD, EAST ON THE
 KF0548'GRAVEL ROAD FOR 0.4 KM (0.25 MI) TO THE STATION ON THE LEFT.  THE
 KF0548'STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST PROJECTING 5
 KF0548'CM ABOVE GROUND.  IT IS 14.3 M (46.9 FT) NORTHEAST OF THE NORTHEAST
 KF0548'RAIL OF THE TRACKS, 10.6 M (34.8 FT) EAST-NORTHEAST OF A WOODEN
 KF0548'RAILROAD CROSSING SIGN, 9.5 M (31.2 FT) NORTH OF THE CENTER OF GRAVEL
 KF0548'ROAD, 3.8 M (12.5 FT) SOUTHEAST OF A 0.7 M (2.3 FT) ROUND STEEL
 KF0548'MANHOLE COVER, 1.7 M (5.6 FT) WEST OF THE FENCE POST AT THE EAST END
 KF0548'OF A FENCE AND 0.9 M (3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST IN
 KF0548'THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0506 ***********************************************************************
 KF0506  DESIGNATION -  H 287
 KF0506  PID         -  KF0506
 KF0506  STATE/COUNTY-  KS/CLOUD
 KF0506  USGS QUAD   -  AURORA (1965)
 KF0506
 KF0506                         *CURRENT SURVEY CONTROL
 KF0506  ___________________________________________________________________
 KF0506* NAD 83(1986)-  39 26 19.     (N)    097 31 22.     (W)     SCALED    
 KF0506* NAVD 88     -       460.269  (meters)    1510.07   (feet)  ADJUSTED  
 KF0506  ___________________________________________________________________
 KF0506  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 KF0506  DYNAMIC HT  -         459.985 (meters)    1509.13  (feet)  COMP
 KF0506  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 KF0506
 KF0506  VERT ORDER  -  FIRST     CLASS II
 KF0506
 KF0506.The horizontal coordinates were scaled from a topographic map and have
 KF0506.an estimated accuracy of +/- 6 seconds.
 KF0506
 KF0506.The orthometric height was determined by differential leveling
 KF0506.and adjusted by the National Geodetic Survey in June 1991..
 KF0506
 KF0506.The geoid height was determined by GEOID03.
 KF0506
 KF0506.The dynamic height is computed by dividing the NAVD 88
 KF0506.geopotential number by the normal gravity value computed on the
 KF0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0506.degrees latitude (g = 980.6199 gals.).
 KF0506
 KF0506.The modeled gravity was interpolated from observed gravity values.
 KF0506
 KF0506;                    North         East    Units  Estimated Accuracy
 KF0506;SPC KS N     -   122,810.      441,080.      MT  (+/- 180 meters Scaled)
 KF0506
 KF0506                          SUPERSEDED SURVEY CONTROL
 KF0506
 KF0506  NGVD 29 (??/??/92)  460.138  (m)         1509.64   (f) ADJ UNCH    1 2
 KF0506
 KF0506.Superseded values are not recommended for survey control.
 KF0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0506.See file dsdata.txt to determine how the superseded data were derived.
 KF0506
 KF0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ271664(NAD 83)
 KF0506_MARKER: DB = BENCH MARK DISK
 KF0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0506_STAMPING: H 287 1947
 KF0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0506+STABILITY: SURFACE MOTION
 KF0506
 KF0506  HISTORY     - Date     Condition        Report By
 KF0506  HISTORY     - 1947     MONUMENTED       CGS
 KF0506
 KF0506                          STATION DESCRIPTION
 KF0506
 KF0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0506'1.1 MI SE FROM AURORA.
 KF0506'1.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0506'RAILROAD FROM THE STATION AT AURORA, ABOUT 0.1 MILE NORTHWEST
 KF0506'OF RAILROAD OVERPASS NO. 100E, AT MILEPOST 101, 58.2 FEET NORTHEAST
 KF0506'OF A FENCE, 38.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KF0506'TRACK, 1.4 FEET NORTHWEST OF THE 1ST POLE NORTHWEST OF MILEPOST
 KF0506'101, 1.6 FEET SOUTHEAST OF A REFERENCE POST, ABOUT LEVEL WITH THE
 KF0506'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 KF0506'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0030 ***********************************************************************
 KG0030  DESIGNATION -  H 288
 KG0030  PID         -  KG0030
 KG0030  STATE/COUNTY-  KS/JEWELL
 KG0030  USGS QUAD   -  WEBBER (1969)
 KG0030
 KG0030                         *CURRENT SURVEY CONTROL
 KG0030  ___________________________________________________________________
 KG0030* NAD 83(1986)-  39 54 25.     (N)    098 01 34.     (W)     SCALED    
 KG0030* NAVD 88     -       487.909  (meters)    1600.75   (feet)  ADJUSTED  
 KG0030  ___________________________________________________________________
 KG0030  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 KG0030  DYNAMIC HT  -         487.620 (meters)    1599.80  (feet)  COMP
 KG0030  MODELED GRAV-     980,017.6   (mgal)                       NAVD 88
 KG0030
 KG0030  VERT ORDER  -  FIRST     CLASS II
 KG0030
 KG0030.The horizontal coordinates were scaled from a topographic map and have
 KG0030.an estimated accuracy of +/- 6 seconds.
 KG0030
 KG0030.The orthometric height was determined by differential leveling
 KG0030.and adjusted by the National Geodetic Survey in June 1991..
 KG0030
 KG0030.The geoid height was determined by GEOID03.
 KG0030
 KG0030.The dynamic height is computed by dividing the NAVD 88
 KG0030.geopotential number by the normal gravity value computed on the
 KG0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0030.degrees latitude (g = 980.6199 gals.).
 KG0030
 KG0030.The modeled gravity was interpolated from observed gravity values.
 KG0030
 KG0030;                    North         East    Units  Estimated Accuracy
 KG0030;SPC KS N     -   174,700.      397,770.      MT  (+/- 180 meters Scaled)
 KG0030
 KG0030                          SUPERSEDED SURVEY CONTROL
 KG0030
 KG0030  NGVD 29 (??/??/92)  487.742  (m)         1600.20   (f) ADJ UNCH    1 2
 KG0030
 KG0030.Superseded values are not recommended for survey control.
 KG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0030.See file dsdata.txt to determine how the superseded data were derived.
 KG0030
 KG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK832178(NAD 83)
 KG0030_MARKER: DB = BENCH MARK DISK
 KG0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0030_STAMPING: H 288 1947
 KG0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0030+STABILITY: SURFACE MOTION
 KG0030
 KG0030  HISTORY     - Date     Condition        Report By
 KG0030  HISTORY     - 1947     MONUMENTED       CGS
 KG0030  HISTORY     - 1968     MARK NOT FOUND   USGS
 KG0030
 KG0030                          STATION DESCRIPTION
 KG0030
 KG0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KG0030'2 MI S FROM WEBBER.
 KG0030'2.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KG0030'FROM THE STATION AT WEBBER, 50.6 FEET SOUTH OF MILEPOST 145,
 KG0030'47.2 FEET WEST OF THE WEST RAIL OF THE TRACK, 6.7 FEET SOUTH
 KG0030'OF A FENCE CORNER POST, 1.5 FEET EAST OF A FENCE, 1.7 FEET NORTH
 KG0030'OF A REFERENCE POST, SET IN TOP OF A CONCRETE POST WHICH PROJECTS
 KG0030'0.8 FOOT ABOVE THE GROUND.
 KG0030
 KG0030                          STATION RECOVERY (1968)
 KG0030
 KG0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KG0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0414 ***********************************************************************
 KF0414  DESIGNATION -  H 289
 KF0414  PID         -  KF0414
 KF0414  STATE/COUNTY-  KS/DICKINSON
 KF0414  USGS QUAD   -  MANCHESTER (1965)
 KF0414
 KF0414                         *CURRENT SURVEY CONTROL
 KF0414  ___________________________________________________________________
 KF0414* NAD 83(1986)-  39 07 26.     (N)    097 19 00.     (W)     SCALED    
 KF0414* NAVD 88     -       415.619  (meters)    1363.58   (feet)  ADJUSTED  
 KF0414  ___________________________________________________________________
 KF0414  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 KF0414  DYNAMIC HT  -         415.362 (meters)    1362.73  (feet)  COMP
 KF0414  MODELED GRAV-     979,994.7   (mgal)                       NAVD 88
 KF0414
 KF0414  VERT ORDER  -  FIRST     CLASS II
 KF0414
 KF0414.The horizontal coordinates were scaled from a topographic map and have
 KF0414.an estimated accuracy of +/- 6 seconds.
 KF0414
 KF0414.The orthometric height was determined by differential leveling
 KF0414.and adjusted by the National Geodetic Survey in June 1991..
 KF0414
 KF0414.The geoid height was determined by GEOID03.
 KF0414
 KF0414.The dynamic height is computed by dividing the NAVD 88
 KF0414.geopotential number by the normal gravity value computed on the
 KF0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0414.degrees latitude (g = 980.6199 gals.).
 KF0414
 KF0414.The modeled gravity was interpolated from observed gravity values.
 KF0414
 KF0414;                    North         East    Units  Estimated Accuracy
 KF0414;SPC KS N     -    87,980.      459,090.      MT  (+/- 180 meters Scaled)
 KF0414
 KF0414                          SUPERSEDED SURVEY CONTROL
 KF0414
 KF0414  NGVD 29 (??/??/92)  415.520  (m)         1363.25   (f) ADJ UNCH    1 2
 KF0414
 KF0414.Superseded values are not recommended for survey control.
 KF0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0414.See file dsdata.txt to determine how the superseded data were derived.
 KF0414
 KF0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ455318(NAD 83)
 KF0414_MARKER: DB = BENCH MARK DISK
 KF0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0414_STAMPING: H 289 1947
 KF0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0414+STABILITY: SURFACE MOTION
 KF0414
 KF0414  HISTORY     - Date     Condition        Report By
 KF0414  HISTORY     - 1947     MONUMENTED       CGS
 KF0414
 KF0414                          STATION DESCRIPTION
 KF0414
 KF0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0414'2.1 MI N FROM MANCHESTER.
 KF0414'2.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0414'FROM THE STATION AT MANCHESTER, ON TOP OF A RIDGE AT THE NORTH
 KF0414'END OF A SHORT FILL, 57.6 FEET WEST OF THE WEST RAIL, 34.0
 KF0414'FEET NORTH NORTHWEST OF MILEPOST 75, 14.0 FEET WEST OF A FENCE,
 KF0414'1.5 FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KF0414'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0454 ***********************************************************************
 JG0454  DESIGNATION -  H 29
 JG0454  PID         -  JG0454
 JG0454  STATE/COUNTY-  KS/PAWNEE
 JG0454  USGS QUAD   -  LARNED (1970)
 JG0454
 JG0454                         *CURRENT SURVEY CONTROL
 JG0454  ___________________________________________________________________
 JG0454* NAD 83(1986)-  38 10 50.     (N)    099 05 54.     (W)     SCALED    
 JG0454* NAVD 88     -       610.895  (meters)    2004.24   (feet)  ADJUSTED  
 JG0454  ___________________________________________________________________
 JG0454  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0454  DYNAMIC HT  -         610.422 (meters)    2002.69  (feet)  COMP
 JG0454  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 JG0454
 JG0454  VERT ORDER  -  SECOND    CLASS 0
 JG0454
 JG0454.The horizontal coordinates were scaled from a topographic map and have
 JG0454.an estimated accuracy of +/- 6 seconds.
 JG0454
 JG0454.The orthometric height was determined by differential leveling
 JG0454.and adjusted by the National Geodetic Survey in June 1991..
 JG0454
 JG0454.The geoid height was determined by GEOID03.
 JG0454
 JG0454.The dynamic height is computed by dividing the NAVD 88
 JG0454.geopotential number by the normal gravity value computed on the
 JG0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0454.degrees latitude (g = 980.6199 gals.).
 JG0454
 JG0454.The modeled gravity was interpolated from observed gravity values.
 JG0454
 JG0454;                    North         East    Units  Estimated Accuracy
 JG0454;SPC KS S     -   568,190.      347,580.      MT  (+/- 180 meters Scaled)
 JG0454
 JG0454                          SUPERSEDED SURVEY CONTROL
 JG0454
 JG0454  NGVD 29 (??/??/92)  610.730  (m)         2003.70   (f) ADJ UNCH    2 0
 JG0454
 JG0454.Superseded values are not recommended for survey control.
 JG0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0454.See file dsdata.txt to determine how the superseded data were derived.
 JG0454
 JG0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH913258(NAD 83)
 JG0454_MARKER: DB = BENCH MARK DISK
 JG0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0454_SP_SET: CONCRETE POST
 JG0454_STAMPING: H 29 1934
 JG0454_MARK LOGO: CGS   
 JG0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0454+STABILITY: SURFACE MOTION
 JG0454
 JG0454  HISTORY     - Date     Condition        Report By
 JG0454  HISTORY     - 1934     MONUMENTED       CGS
 JG0454  HISTORY     - 1945     GOOD             NGS
 JG0454  HISTORY     - 1987     GOOD             NOS
 JG0454
 JG0454                          STATION DESCRIPTION
 JG0454
 JG0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JG0454'AT LARNED.
 JG0454'AT LARNED, PAWNEE COUNTY, IN THE SOUTHEAST CORNER OF THE COUNTY
 JG0454'COURTHOUSE LAWN, 55 FEET WEST OF THE CENTERLINE OF BROADWAY,
 JG0454'AND 42 FEET NORTH OF THE CENTERLINE OF WEST SEVENTH STREET.
 JG0454'A STANDARD DISK, STAMPED H 29 1934 AND SET IN THE TOP OF A
 JG0454'CONCRETE POST.
 JG0454
 JG0454                          STATION RECOVERY (1987)
 JG0454
 JG0454'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 JG0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0493 ***********************************************************************
 JF0493  DESIGNATION -  H 290
 JF0493  PID         -  JF0493
 JF0493  STATE/COUNTY-  KS/DICKINSON
 JF0493  USGS QUAD   -  SOLOMON (1979)
 JF0493
 JF0493                         *CURRENT SURVEY CONTROL
 JF0493  ___________________________________________________________________
 JF0493* NAD 83(1986)-  38 54 45.     (N)    097 21 08.     (W)     SCALED    
 JF0493* NAVD 88     -       356.689  (meters)    1170.24   (feet)  POSTED    
 JF0493  ___________________________________________________________________
 JF0493  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 JF0493  DYNAMIC HT  -         356.450 (meters)    1169.45  (feet)  COMP
 JF0493  MODELED GRAV-     979,952.9   (mgal)                       NAVD 88
 JF0493
 JF0493  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0493
 JF0493.The horizontal coordinates were scaled from a topographic map and have
 JF0493.an estimated accuracy of +/- 6 seconds.
 JF0493
 JF0493.The orthometric height was determined by differential leveling
 JF0493.and adjusted by the National Geodetic Survey in 1992..
 JF0493.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0493.rate of 0.0 thru 1.0 mm/km.
 JF0493
 JF0493.The geoid height was determined by GEOID03.
 JF0493
 JF0493.The dynamic height is computed by dividing the NAVD 88
 JF0493.geopotential number by the normal gravity value computed on the
 JF0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0493.degrees latitude (g = 980.6199 gals.).
 JF0493
 JF0493.The modeled gravity was interpolated from observed gravity values.
 JF0493
 JF0493;                    North         East    Units  Estimated Accuracy
 JF0493;SPC KS N     -    64,500.      456,180.      MT  (+/- 180 meters Scaled)
 JF0493
 JF0493                          SUPERSEDED SURVEY CONTROL
 JF0493
 JF0493  NGVD 29 (??/??/92)  356.584  (m)         1169.89   (f) ADJ UNCH    1 2
 JF0493
 JF0493.Superseded values are not recommended for survey control.
 JF0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0493.See file dsdata.txt to determine how the superseded data were derived.
 JF0493
 JF0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ428083(NAD 83)
 JF0493_MARKER: DB = BENCH MARK DISK
 JF0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0493_SP_SET: CONCRETE POST
 JF0493_STAMPING: H 290 1947
 JF0493_MARK LOGO: CGS   
 JF0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0493+STABILITY: SURFACE MOTION
 JF0493
 JF0493  HISTORY     - Date     Condition        Report By
 JF0493  HISTORY     - 1947     MONUMENTED       CGS
 JF0493  HISTORY     - 1968     GOOD             NGS
 JF0493  HISTORY     - 1986     GOOD             NGS
 JF0493
 JF0493                          STATION DESCRIPTION
 JF0493
 JF0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0493'1 MI E FROM SOLOMON.
 JF0493'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JF0493'AT SOLOMON, AT A ROAD CROSSING, 106.0 FEET WEST OF THE CENTER
 JF0493'LINE OF THE ROAD, 37.7 FEET SOUTH OF THE SOUTH RAIL OF THE
 JF0493'TRACK, 2.2 FEET SOUTH OF THE FIRST POLE WEST OF THE CROSSING,
 JF0493'1.5 FEET EAST OF A REFERENCE POST, SET IN TOP OF A CONCRETE
 JF0493'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JF0493
 JF0493                          STATION RECOVERY (1968)
 JF0493
 JF0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0493'RECOVERED IN GOOD CONDITION.
 JF0493
 JF0493                          STATION RECOVERY (1986)
 JF0493
 JF0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0979 ***********************************************************************
 JF0979  DESIGNATION -  H 291
 JF0979  PID         -  JF0979
 JF0979  STATE/COUNTY-  KS/SALINE
 JF0979  USGS QUAD   -  BROOKVILLE (1978)
 JF0979
 JF0979                         *CURRENT SURVEY CONTROL
 JF0979  ___________________________________________________________________
 JF0979* NAD 83(1986)-  38 47 51.     (N)    097 45 32.     (W)     SCALED    
 JF0979* NAVD 88     -       389.110  (meters)    1276.61   (feet)  ADJUSTED  
 JF0979  ___________________________________________________________________
 JF0979  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 JF0979  DYNAMIC HT  -         388.842 (meters)    1275.73  (feet)  COMP
 JF0979  MODELED GRAV-     979,927.4   (mgal)                       NAVD 88
 JF0979
 JF0979  VERT ORDER  -  FIRST     CLASS II
 JF0979
 JF0979.The horizontal coordinates were scaled from a topographic map and have
 JF0979.an estimated accuracy of +/- 6 seconds.
 JF0979
 JF0979.The orthometric height was determined by differential leveling
 JF0979.and adjusted by the National Geodetic Survey in June 1991..
 JF0979
 JF0979.The geoid height was determined by GEOID03.
 JF0979
 JF0979.The dynamic height is computed by dividing the NAVD 88
 JF0979.geopotential number by the normal gravity value computed on the
 JF0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0979.degrees latitude (g = 980.6199 gals.).
 JF0979
 JF0979.The modeled gravity was interpolated from observed gravity values.
 JF0979
 JF0979;                    North         East    Units  Estimated Accuracy
 JF0979;SPC KS N     -    51,560.      420,950.      MT  (+/- 180 meters Scaled)
 JF0979
 JF0979                          SUPERSEDED SURVEY CONTROL
 JF0979
 JF0979  NGVD 29 (??/??/92)  389.007  (m)         1276.27   (f) ADJ UNCH    1 2
 JF0979
 JF0979.Superseded values are not recommended for survey control.
 JF0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0979.See file dsdata.txt to determine how the superseded data were derived.
 JF0979
 JF0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH077950(NAD 83)
 JF0979_MARKER: DB = BENCH MARK DISK
 JF0979_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0979_SP_SET: ABUTMENT
 JF0979_STAMPING: H 291 1952
 JF0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0979
 JF0979  HISTORY     - Date     Condition        Report By
 JF0979  HISTORY     - 1952     MONUMENTED       CGS
 JF0979  HISTORY     - 1980     GOOD             KSDT
 JF0979
 JF0979                          STATION DESCRIPTION
 JF0979
 JF0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0979'6.4 MI NE FROM BROOKVILLE.
 JF0979'6.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0979'STATION AT BROOKVILLE, 3 POLES SOUTHWEST OF MILEPOST 195, 0.3
 JF0979'MILE SOUTHWEST OF THE STATION SIGN AT BAVARIA, 16 FEET NORTHWEST
 JF0979'OF THE CENTER LINE OF U.S. HIGHWAY 40, 6.2 FEET NORTHWEST OF THE
 JF0979'NORTHEAST END OF THE NORTHWEST STEEL GIRDER OF A LARGE BRIDGE OVER
 JF0979'SPRING CREEK, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 JF0979'ABUTMENT OF THE BRIDGE, 1.0 MILE SOUTHWEST OF BENCH MARK G 291.
 JF0979
 JF0979                          STATION RECOVERY (1980)
 JF0979
 JF0979'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1980
 JF0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1070 ***********************************************************************
 JF1070  DESIGNATION -  H 292
 JF1070  PID         -  JF1070
 JF1070  STATE/COUNTY-  KS/SALINE
 JF1070  USGS QUAD   -  ASSARIA (1978)
 JF1070
 JF1070                         *CURRENT SURVEY CONTROL
 JF1070  ___________________________________________________________________
 JF1070* NAD 83(1986)-  38 42 38.     (N)    097 36 15.     (W)     SCALED    
 JF1070* NAVD 88     -       389.791  (meters)    1278.84   (feet)  ADJUSTED  
 JF1070  ___________________________________________________________________
 JF1070  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF1070  DYNAMIC HT  -         389.523 (meters)    1277.96  (feet)  COMP
 JF1070  MODELED GRAV-     979,929.3   (mgal)                       NAVD 88
 JF1070
 JF1070  VERT ORDER  -  FIRST     CLASS II
 JF1070
 JF1070.The horizontal coordinates were scaled from a topographic map and have
 JF1070.an estimated accuracy of +/- 6 seconds.
 JF1070
 JF1070.The orthometric height was determined by differential leveling
 JF1070.and adjusted by the National Geodetic Survey in June 1991..
 JF1070
 JF1070.The geoid height was determined by GEOID03.
 JF1070
 JF1070.The dynamic height is computed by dividing the NAVD 88
 JF1070.geopotential number by the normal gravity value computed on the
 JF1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1070.degrees latitude (g = 980.6199 gals.).
 JF1070
 JF1070.The modeled gravity was interpolated from observed gravity values.
 JF1070
 JF1070;                    North         East    Units  Estimated Accuracy
 JF1070;SPC KS N     -    41,950.      434,430.      MT  (+/- 180 meters Scaled)
 JF1070
 JF1070                          SUPERSEDED SURVEY CONTROL
 JF1070
 JF1070  NGVD 29 (??/??/92)  389.681  (m)         1278.48   (f) ADJ UNCH    1 2
 JF1070
 JF1070.Superseded values are not recommended for survey control.
 JF1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1070.See file dsdata.txt to determine how the superseded data were derived.
 JF1070
 JF1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH213855(NAD 83)
 JF1070_MARKER: DB = BENCH MARK DISK
 JF1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1070_SP_SET: CONCRETE POST
 JF1070_STAMPING: H 292 1952
 JF1070_MARK LOGO: CGS   
 JF1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1070+STABILITY: SURFACE MOTION
 JF1070
 JF1070  HISTORY     - Date     Condition        Report By
 JF1070  HISTORY     - 1952     MONUMENTED       CGS
 JF1070  HISTORY     - 1970     GOOD             NGS
 JF1070  HISTORY     - 1986     GOOD             NGS
 JF1070
 JF1070                          STATION DESCRIPTION
 JF1070
 JF1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1070'2 MI N FROM SALINA.
 JF1070'ABOUT 2.0 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1070'CROSSING OF THE RAILROAD AND FIRST STREET AT ASSARIA, OR
 JF1070'ABOUT 9.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1070'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, THENCE
 JF1070'0.95 MILE EAST ALONG A ROAD, 67 FEET SOUTHEAST OF THE CENTER
 JF1070'OF A CROSSING OF THE RAILROAD AND STATE HIGHWAY 4, 2 1/2 POLES
 JF1070'SOUTH OF MILEPOST 10, 59 FEET SOUTH OF THE CENTER LINE OF THE
 JF1070'HIGHWAY, 29.4 FEET EAST OF THE EAST RAIL, 9 FEET SOUTHWEST
 JF1070'OF A POWER POLE, 1 FOOT WEST OF A FENCE, 1.4 FEET SOUTH OF A
 JF1070'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 JF1070'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.  SEC 36, T 15S,
 JF1070'R 3 W
 JF1070
 JF1070                          STATION RECOVERY (1986)
 JF1070
 JF1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1070'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.9 KM (8.0
 JF1070'MI) SOUTHERLY LONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1070'CRAWFORD STREET IN SALINA. DELETE--2 1/2 POLES SOUTH OF MILEPOST 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0040 ***********************************************************************
 JG0040  DESIGNATION -  H 293
 JG0040  PID         -  JG0040
 JG0040  STATE/COUNTY-  KS/ELLSWORTH
 JG0040  USGS QUAD   -  ELLSWORTH (1979)
 JG0040
 JG0040                         *CURRENT SURVEY CONTROL
 JG0040  ___________________________________________________________________
 JG0040* NAD 83(1986)-  38 43 02.     (N)    098 08 56.     (W)     SCALED    
 JG0040* NAVD 88     -       483.406  (meters)    1585.97   (feet)  ADJUSTED  
 JG0040  ___________________________________________________________________
 JG0040  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 JG0040  DYNAMIC HT  -         483.063 (meters)    1584.85  (feet)  COMP
 JG0040  MODELED GRAV-     979,904.7   (mgal)                       NAVD 88
 JG0040
 JG0040  VERT ORDER  -  FIRST     CLASS II
 JG0040
 JG0040.The horizontal coordinates were scaled from a topographic map and have
 JG0040.an estimated accuracy of +/- 6 seconds.
 JG0040
 JG0040.The orthometric height was determined by differential leveling
 JG0040.and adjusted by the National Geodetic Survey in June 1991..
 JG0040
 JG0040.The geoid height was determined by GEOID03.
 JG0040
 JG0040.The dynamic height is computed by dividing the NAVD 88
 JG0040.geopotential number by the normal gravity value computed on the
 JG0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0040.degrees latitude (g = 980.6199 gals.).
 JG0040
 JG0040.The modeled gravity was interpolated from observed gravity values.
 JG0040
 JG0040;                    North         East    Units  Estimated Accuracy
 JG0040;SPC KS N     -    42,630.      387,050.      MT  (+/- 180 meters Scaled)
 JG0040
 JG0040                          SUPERSEDED SURVEY CONTROL
 JG0040
 JG0040  NGVD 29 (??/??/92)  483.254  (m)         1585.48   (f) ADJ UNCH    1 2
 JG0040
 JG0040.Superseded values are not recommended for survey control.
 JG0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0040.See file dsdata.txt to determine how the superseded data were derived.
 JG0040
 JG0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH739857(NAD 83)
 JG0040_MARKER: DB = BENCH MARK DISK
 JG0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0040_STAMPING: H 293 1952
 JG0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0040+STABILITY: SURFACE MOTION
 JG0040
 JG0040  HISTORY     - Date     Condition        Report By
 JG0040  HISTORY     - 1952     MONUMENTED       CGS
 JG0040
 JG0040                          STATION DESCRIPTION
 JG0040
 JG0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0040'0.3 MI E FROM KANOPOLIS.
 JG0040'0.3 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0040'AT KANOPOLIS, 51 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 JG0040'8 FEET NORTH OF THE 4TH POLE EAST OF MILEPOST 219, 2.4 FEET
 JG0040'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JG0040'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1045 ***********************************************************************
 JF1045  DESIGNATION -  H 294
 JF1045  PID         -  JF1045
 JF1045  STATE/COUNTY-  KS/SALINE
 JF1045  USGS QUAD   -  ASSARIA (1978)
 JF1045
 JF1045                         *CURRENT SURVEY CONTROL
 JF1045  ___________________________________________________________________
 JF1045* NAD 83(1986)-  38 37 55.     (N)    097 36 29.     (W)     SCALED    
 JF1045* NAVD 88     -       397.639  (meters)    1304.59   (feet)  ADJUSTED  
 JF1045  ___________________________________________________________________
 JF1045  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF1045  DYNAMIC HT  -         397.361 (meters)    1303.68  (feet)  COMP
 JF1045  MODELED GRAV-     979,916.7   (mgal)                       NAVD 88
 JF1045
 JF1045  VERT ORDER  -  FIRST     CLASS II
 JF1045
 JF1045.The horizontal coordinates were scaled from a topographic map and have
 JF1045.an estimated accuracy of +/- 6 seconds.
 JF1045
 JF1045.The orthometric height was determined by differential leveling
 JF1045.and adjusted by the National Geodetic Survey in June 1991..
 JF1045
 JF1045.The geoid height was determined by GEOID03.
 JF1045
 JF1045.The dynamic height is computed by dividing the NAVD 88
 JF1045.geopotential number by the normal gravity value computed on the
 JF1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1045.degrees latitude (g = 980.6199 gals.).
 JF1045
 JF1045.The modeled gravity was interpolated from observed gravity values.
 JF1045
 JF1045;                    North         East    Units  Estimated Accuracy
 JF1045;SPC KS N     -    33,220.      434,130.      MT  (+/- 180 meters Scaled)
 JF1045
 JF1045                          SUPERSEDED SURVEY CONTROL
 JF1045
 JF1045  NGVD 29 (??/??/92)  397.515  (m)         1304.18   (f) ADJ UNCH    1 2
 JF1045
 JF1045.Superseded values are not recommended for survey control.
 JF1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1045.See file dsdata.txt to determine how the superseded data were derived.
 JF1045
 JF1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH211768(NAD 83)
 JF1045_MARKER: DB = BENCH MARK DISK
 JF1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1045_SP_SET: CONCRETE POST
 JF1045_STAMPING: H 294 1952
 JF1045_MARK LOGO: CGS   
 JF1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1045+STABILITY: SURFACE MOTION
 JF1045
 JF1045  HISTORY     - Date     Condition        Report By
 JF1045  HISTORY     - 1952     MONUMENTED       CGS
 JF1045  HISTORY     - 1986     GOOD             NGS
 JF1045
 JF1045                          STATION DESCRIPTION
 JF1045
 JF1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1045'0.4 MI NE FROM BRIDGEPORT.
 JF1045'0.45 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JF1045'THE FARMERS UNION ELEVATOR AT BRIDGEPORT, 29.6 FEET SOUTHEAST
 JF1045'OF THE SOUTHEAST RAIL, 6 FEET SOUTHWEST OF POLE 490-30, 1.7
 JF1045'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JF1045'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JF1045
 JF1045                          STATION RECOVERY (1986)
 JF1045
 JF1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0044 ***********************************************************************
 JG0044  DESIGNATION -  H 295
 JG0044  PID         -  JG0044
 JG0044  STATE/COUNTY-  KS/ELLSWORTH
 JG0044  USGS QUAD   -  ELLSWORTH (1979)
 JG0044
 JG0044                         *CURRENT SURVEY CONTROL
 JG0044  ___________________________________________________________________
 JG0044* NAD 83(1986)-  38 44 50.     (N)    098 14 03.     (W)     SCALED    
 JG0044* NAVD 88     -       489.471  (meters)    1605.87   (feet)  ADJUSTED  
 JG0044  ___________________________________________________________________
 JG0044  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 JG0044  DYNAMIC HT  -         489.129 (meters)    1604.75  (feet)  COMP
 JG0044  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 JG0044
 JG0044  VERT ORDER  -  FIRST     CLASS II
 JG0044
 JG0044.This mark is at Ellsworth Municipal Airport (9K7)
 JG0044
 JG0044.The horizontal coordinates were scaled from a topographic map and have
 JG0044.an estimated accuracy of +/- 6 seconds.
 JG0044
 JG0044.The orthometric height was determined by differential leveling
 JG0044.and adjusted by the National Geodetic Survey in June 1991..
 JG0044
 JG0044.The geoid height was determined by GEOID03.
 JG0044
 JG0044.The dynamic height is computed by dividing the NAVD 88
 JG0044.geopotential number by the normal gravity value computed on the
 JG0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0044.degrees latitude (g = 980.6199 gals.).
 JG0044
 JG0044.The modeled gravity was interpolated from observed gravity values.
 JG0044
 JG0044;                    North         East    Units  Estimated Accuracy
 JG0044;SPC KS N     -    45,970.      379,640.      MT  (+/- 180 meters Scaled)
 JG0044
 JG0044                          SUPERSEDED SURVEY CONTROL
 JG0044
 JG0044  NGVD 29 (??/??/92)  489.322  (m)         1605.38   (f) ADJ UNCH    1 2
 JG0044
 JG0044.Superseded values are not recommended for survey control.
 JG0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0044.See file dsdata.txt to determine how the superseded data were derived.
 JG0044
 JG0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH665890(NAD 83)
 JG0044_MARKER: DB = BENCH MARK DISK
 JG0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0044_STAMPING: H 295 1952
 JG0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0044+STABILITY: SURFACE MOTION
 JG0044
 JG0044  HISTORY     - Date     Condition        Report By
 JG0044  HISTORY     - 1952     MONUMENTED       CGS
 JG0044  HISTORY     - 1979     MARK NOT FOUND   KSDT
 JG0044
 JG0044                          STATION DESCRIPTION
 JG0044
 JG0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0044'0.9 MI N FROM ELLSWORTH.
 JG0044'0.1 MILE WEST ALONG 11TH STREET FROM THE CITY WATER TOWER AT
 JG0044'ELLSWORTH, THENCE 0.3 MILE NORTH ALONG STATE STREET, THENCE 0.5
 JG0044'MILE NORTH ALONG A GRAVELED ROAD, AT THE ENTRANCE TO THE ELLSWORTH
 JG0044'AIRPORT, 67 FEET NORTH OF THE CENTER OF THE ENTRANCE, 36 FEET
 JG0044'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 41 FEET
 JG0044'NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN
 JG0044'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 JG0044'GROUND.
 JG0044
 JG0044                          STATION RECOVERY (1979)
 JG0044
 JG0044'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1979
 JG0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0847 ***********************************************************************
 JF0847  DESIGNATION -  H 296 RESET
 JF0847  PID         -  JF0847
 JF0847  STATE/COUNTY-  KS/RENO
 JF0847  USGS QUAD   -  HUTCHINSON (1978)
 JF0847
 JF0847                         *CURRENT SURVEY CONTROL
 JF0847  ___________________________________________________________________
 JF0847* NAD 83(1986)-  38 02 51.     (N)    097 56 29.     (W)     SCALED    
 JF0847* NAVD 88     -       467.017  (meters)    1532.20   (feet)  ADJUSTED  
 JF0847  ___________________________________________________________________
 JF0847  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF0847  DYNAMIC HT  -         466.655 (meters)    1531.02  (feet)  COMP
 JF0847  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 JF0847
 JF0847  VERT ORDER  -  FIRST     CLASS II
 JF0847
 JF0847.The horizontal coordinates were scaled from a topographic map and have
 JF0847.an estimated accuracy of +/- 6 seconds.
 JF0847
 JF0847.The orthometric height was determined by differential leveling
 JF0847.and adjusted by the National Geodetic Survey in June 1991..
 JF0847
 JF0847.The geoid height was determined by GEOID03.
 JF0847
 JF0847.The dynamic height is computed by dividing the NAVD 88
 JF0847.geopotential number by the normal gravity value computed on the
 JF0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0847.degrees latitude (g = 980.6199 gals.).
 JF0847
 JF0847.The modeled gravity was interpolated from observed gravity values.
 JF0847
 JF0847;                    North         East    Units  Estimated Accuracy
 JF0847;SPC KS S     -   553,400.      449,030.      MT  (+/- 180 meters Scaled)
 JF0847
 JF0847                          SUPERSEDED SURVEY CONTROL
 JF0847
 JF0847.No superseded survey control is available for this station.
 JF0847
 JF0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH928116(NAD 83)
 JF0847_MARKER: DB = BENCH MARK DISK
 JF0847_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JF0847_SP_SET: BUILDING FOUNDATION
 JF0847_STAMPING: H 296 RESET 1973
 JF0847_MARK LOGO: NGS   
 JF0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0847+STABILITY: POSITION/ELEVATION WELL
 JF0847
 JF0847  HISTORY     - Date     Condition        Report By
 JF0847  HISTORY     - 1973     MONUMENTED       NGS
 JF0847  HISTORY     - 1986     GOOD             NGS
 JF0847
 JF0847                          STATION DESCRIPTION
 JF0847
 JF0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JF0847'AT HUTCHINSON.
 JF0847'THE BENCH MARK IS A STANDARD DISK STAMPED H 296 RESET 1973,
 JF0847'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE
 JF0847'FOUNDATION OF THE KRAUSE PLOW CORPORATION OFFICE BUILDING
 JF0847'AND IN THE CENTER OF AN I-BEAM COLUMN.  THE OFFICE BUILDING
 JF0847'IS LOCATED AT 305 SOUTH MONROE STREET IN HUTCHINSON.
 JF0847
 JF0847                          STATION RECOVERY (1986)
 JF0847
 JF0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0822 ***********************************************************************
 JF0822  DESIGNATION -  H 297
 JF0822  PID         -  JF0822
 JF0822  STATE/COUNTY-  KS/MCPHERSON
 JF0822  USGS QUAD   -  BUHLER (1965)
 JF0822
 JF0822                         *CURRENT SURVEY CONTROL
 JF0822  ___________________________________________________________________
 JF0822* NAD 83(1986)-  38 12 37.     (N)    097 47 39.     (W)     SCALED    
 JF0822* NAVD 88     -       460.298  (meters)    1510.16   (feet)  ADJUSTED  
 JF0822  ___________________________________________________________________
 JF0822  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF0822  DYNAMIC HT  -         459.950 (meters)    1509.02  (feet)  COMP
 JF0822  MODELED GRAV-     979,859.8   (mgal)                       NAVD 88
 JF0822
 JF0822  VERT ORDER  -  FIRST     CLASS II
 JF0822
 JF0822.The horizontal coordinates were scaled from a topographic map and have
 JF0822.an estimated accuracy of +/- 6 seconds.
 JF0822
 JF0822.The orthometric height was determined by differential leveling
 JF0822.and adjusted by the National Geodetic Survey in June 1991..
 JF0822
 JF0822.The geoid height was determined by GEOID03.
 JF0822
 JF0822.The dynamic height is computed by dividing the NAVD 88
 JF0822.geopotential number by the normal gravity value computed on the
 JF0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0822.degrees latitude (g = 980.6199 gals.).
 JF0822
 JF0822.The modeled gravity was interpolated from observed gravity values.
 JF0822
 JF0822;                    North         East    Units  Estimated Accuracy
 JF0822;SPC KS S     -   571,550.      461,810.      MT  (+/- 180 meters Scaled)
 JF0822
 JF0822                          SUPERSEDED SURVEY CONTROL
 JF0822
 JF0822  NGVD 29 (??/??/92)  460.143  (m)         1509.65   (f) ADJ UNCH    1 2
 JF0822
 JF0822.Superseded values are not recommended for survey control.
 JF0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0822.See file dsdata.txt to determine how the superseded data were derived.
 JF0822
 JF0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH055298(NAD 83)
 JF0822_MARKER: DB = BENCH MARK DISK
 JF0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0822_STAMPING: H 297 1953
 JF0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0822+STABILITY: SURFACE MOTION
 JF0822
 JF0822  HISTORY     - Date     Condition        Report By
 JF0822  HISTORY     - 1953     MONUMENTED       CGS
 JF0822  HISTORY     - 1965     GOOD             USGS
 JF0822  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0822
 JF0822                          STATION DESCRIPTION
 JF0822
 JF0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0822'1.6 MI SW FROM INMAN.
 JF0822'1.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0822'RAILROAD FROM THE STATION AT INMAN, AT A ROAD CROSSING, 2 POLES
 JF0822'SOUTHWEST OF MILEPOST 231, 45 FEET EAST OF THE CENTER LINE OF A
 JF0822'ROAD, 31 FEET NORTHWEST OF THE NORTHWEST RAIL, 12.6 FEET
 JF0822'NORTHEAST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A WITNESS
 JF0822'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 JF0822'FOOT ABOVE THE GROUND.
 JF0822
 JF0822                          STATION RECOVERY (1965)
 JF0822
 JF0822'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JF0822'RECOVERED IN GOOD CONDITION.
 JF0822
 JF0822                          STATION RECOVERY (1986)
 JF0822
 JF0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0401 ***********************************************************************
 JH0401  DESIGNATION -  H 298
 JH0401  PID         -  JH0401
 JH0401  STATE/COUNTY-  KS/WALLACE
 JH0401  USGS QUAD   -  WESKAN NW (1979)
 JH0401
 JH0401                         *CURRENT SURVEY CONTROL
 JH0401  ___________________________________________________________________
 JH0401* NAD 83(1986)-  38 52 51.     (N)    101 55 02.     (W)     SCALED    
 JH0401* NAVD 88     -      1153.908  (meters)    3785.78   (feet)  ADJUSTED  
 JH0401  ___________________________________________________________________
 JH0401  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 JH0401  DYNAMIC HT  -        1152.906 (meters)    3782.49  (feet)  COMP
 JH0401  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 JH0401
 JH0401  VERT ORDER  -  FIRST     CLASS II
 JH0401
 JH0401.The horizontal coordinates were scaled from a topographic map and have
 JH0401.an estimated accuracy of +/- 6 seconds.
 JH0401
 JH0401.The orthometric height was determined by differential leveling
 JH0401.and adjusted by the National Geodetic Survey in June 1991..
 JH0401
 JH0401.The geoid height was determined by GEOID03.
 JH0401
 JH0401.The dynamic height is computed by dividing the NAVD 88
 JH0401.geopotential number by the normal gravity value computed on the
 JH0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0401.degrees latitude (g = 980.6199 gals.).
 JH0401
 JH0401.The modeled gravity was interpolated from observed gravity values.
 JH0401
 JH0401;                    North         East    Units  Estimated Accuracy
 JH0401;SPC KS N     -    68,130.       60,210.      MT  (+/- 180 meters Scaled)
 JH0401
 JH0401                          SUPERSEDED SURVEY CONTROL
 JH0401
 JH0401  NGVD 29 (??/??/92) 1153.472  (m)         3784.35   (f) ADJ UNCH    1 2
 JH0401
 JH0401.Superseded values are not recommended for survey control.
 JH0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0401.See file dsdata.txt to determine how the superseded data were derived.
 JH0401
 JH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ469075(NAD 83)
 JH0401_MARKER: DB = BENCH MARK DISK
 JH0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0401_STAMPING: H 298 1952
 JH0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0401+STABILITY: SURFACE MOTION
 JH0401
 JH0401  HISTORY     - Date     Condition        Report By
 JH0401  HISTORY     - 1952     MONUMENTED       CGS
 JH0401
 JH0401                          STATION DESCRIPTION
 JH0401
 JH0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0401'2.8 MI E FROM WESKAN.
 JH0401'2.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0401'AT WESKAN, ACROSS THE TRACK FROM MILEPOST 439, 105.5 FEET NORTH
 JH0401'OF THE CENTER LINE OF U.S. HIGHWAY 40, 60 FEET SOUTH OF THE
 JH0401'SOUTH RAIL, 29.5 FEET WEST OF A POWER POLE, 11.4 FEET SOUTH OF
 JH0401'A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 JH0401'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0190 ***********************************************************************
 JH0190  DESIGNATION -  H 299
 JH0190  PID         -  JH0190
 JH0190  STATE/COUNTY-  KS/LOGAN
 JH0190  USGS QUAD   -  MOUTH OF LAKE CREEK (1969)
 JH0190
 JH0190                         *CURRENT SURVEY CONTROL
 JH0190  ___________________________________________________________________
 JH0190* NAD 83(1986)-  38 59 29.     (N)    101 24 43.     (W)     SCALED    
 JH0190* NAVD 88     -       973.138  (meters)    3192.70   (feet)  ADJUSTED  
 JH0190  ___________________________________________________________________
 JH0190  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JH0190  DYNAMIC HT  -         972.318 (meters)    3190.01  (feet)  COMP
 JH0190  MODELED GRAV-     979,752.8   (mgal)                       NAVD 88
 JH0190
 JH0190  VERT ORDER  -  FIRST     CLASS II
 JH0190
 JH0190.The horizontal coordinates were scaled from a topographic map and have
 JH0190.an estimated accuracy of +/- 6 seconds.
 JH0190
 JH0190.The orthometric height was determined by differential leveling
 JH0190.and adjusted by the National Geodetic Survey in June 1991..
 JH0190
 JH0190.The geoid height was determined by GEOID03.
 JH0190
 JH0190.The dynamic height is computed by dividing the NAVD 88
 JH0190.geopotential number by the normal gravity value computed on the
 JH0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0190.degrees latitude (g = 980.6199 gals.).
 JH0190
 JH0190.The modeled gravity was interpolated from observed gravity values.
 JH0190
 JH0190;                    North         East    Units  Estimated Accuracy
 JH0190;SPC KS N     -    78,620.      104,480.      MT  (+/- 180 meters Scaled)
 JH0190
 JH0190                          SUPERSEDED SURVEY CONTROL
 JH0190
 JH0190  NGVD 29 (??/??/92)  972.748  (m)         3191.42   (f) ADJ UNCH    1 2
 JH0190
 JH0190.Superseded values are not recommended for survey control.
 JH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0190.See file dsdata.txt to determine how the superseded data were derived.
 JH0190
 JH0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ911185(NAD 83)
 JH0190_MARKER: DB = BENCH MARK DISK
 JH0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0190_STAMPING: H 299 1952
 JH0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0190+STABILITY: SURFACE MOTION
 JH0190
 JH0190  HISTORY     - Date     Condition        Report By
 JH0190  HISTORY     - 1952     MONUMENTED       CGS
 JH0190
 JH0190                          STATION DESCRIPTION
 JH0190
 JH0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0190'1.4 MI SW FROM MC ALLASTER.
 JH0190'1.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JH0190'STATION AT MC ALLASTER, 7 POLES NORTHEAST OF MILEPOST 410, 104
 JH0190'FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 40, 60 FEET
 JH0190'SOUTHEAST OF THE SOUTHEAST RAIL, 50.9 FEET SOUTHEAST OF SEMAPHORE
 JH0190'409.8, 12.8 FEET SOUTHEAST OF A FENCE, 2.3 FEET NORTHEAST OF A
 JH0190'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JH0190'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0113 ***********************************************************************
 JG0113  DESIGNATION -  H 30
 JG0113  PID         -  JG0113
 JG0113  STATE/COUNTY-  KS/RICE
 JG0113  USGS QUAD   -  RAYMOND (1970)
 JG0113
 JG0113                         *CURRENT SURVEY CONTROL
 JG0113  ___________________________________________________________________
 JG0113* NAD 83(1986)-  38 21 06.     (N)    098 26 35.     (W)     SCALED    
 JG0113* NAVD 88     -       546.057  (meters)    1791.52   (feet)  ADJUSTED  
 JG0113  ___________________________________________________________________
 JG0113  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 JG0113  DYNAMIC HT  -         545.652 (meters)    1790.19  (feet)  COMP
 JG0113  MODELED GRAV-     979,869.0   (mgal)                       NAVD 88
 JG0113
 JG0113  VERT ORDER  -  SECOND    CLASS 0
 JG0113
 JG0113.The horizontal coordinates were scaled from a topographic map and have
 JG0113.an estimated accuracy of +/- 6 seconds.
 JG0113
 JG0113.The orthometric height was determined by differential leveling
 JG0113.and adjusted by the National Geodetic Survey in June 1991..
 JG0113
 JG0113.The geoid height was determined by GEOID03.
 JG0113
 JG0113.The dynamic height is computed by dividing the NAVD 88
 JG0113.geopotential number by the normal gravity value computed on the
 JG0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0113.degrees latitude (g = 980.6199 gals.).
 JG0113
 JG0113.The modeled gravity was interpolated from observed gravity values.
 JG0113
 JG0113;                    North         East    Units  Estimated Accuracy
 JG0113;SPC KS S     -   587,010.      404,980.      MT  (+/- 180 meters Scaled)
 JG0113
 JG0113                          SUPERSEDED SURVEY CONTROL
 JG0113
 JG0113  NGVD 29 (??/??/92)  545.918  (m)         1791.07   (f) ADJ UNCH    2 0
 JG0113
 JG0113.Superseded values are not recommended for survey control.
 JG0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0113.See file dsdata.txt to determine how the superseded data were derived.
 JG0113
 JG0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH486449(NAD 83)
 JG0113_MARKER: DB = BENCH MARK DISK
 JG0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0113_STAMPING: H 30 1934
 JG0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0113+STABILITY: SURFACE MOTION
 JG0113
 JG0113  HISTORY     - Date     Condition        Report By
 JG0113  HISTORY     - 1934     MONUMENTED       CGS
 JG0113
 JG0113                          STATION DESCRIPTION
 JG0113
 JG0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0113'1.5 MI E FROM SILICA.
 JG0113'1.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0113'FROM SILICA, RICE COUNTY, AT MILEAGE 91.06, 27 FEET WEST OF THE
 JG0113'CENTER OF A ROAD CROSSING, 49 FEET SOUTH OF THE CENTERLINE OF
 JG0113'THE TRACK, AND 1 FOOT NORTHWEST OF A FENCE CORNER.  A STANDARD
 JG0113'DISK, STAMPED H 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0066 ***********************************************************************
 KH0066  DESIGNATION -  H 300
 KH0066  PID         -  KH0066
 KH0066  STATE/COUNTY-  KS/TREGO
 KH0066  USGS QUAD   -  COLLYER (1979)
 KH0066
 KH0066                         *CURRENT SURVEY CONTROL
 KH0066  ___________________________________________________________________
 KH0066* NAD 83(1986)-  39 01 49.     (N)    100 03 21.     (W)     SCALED    
 KH0066* NAVD 88     -       775.118  (meters)    2543.03   (feet)  ADJUSTED  
 KH0066  ___________________________________________________________________
 KH0066  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 KH0066  DYNAMIC HT  -         774.527 (meters)    2541.09  (feet)  COMP
 KH0066  MODELED GRAV-     979,839.0   (mgal)                       NAVD 88
 KH0066
 KH0066  VERT ORDER  -  FIRST     CLASS II
 KH0066
 KH0066.The horizontal coordinates were scaled from a topographic map and have
 KH0066.an estimated accuracy of +/- 6 seconds.
 KH0066
 KH0066.The orthometric height was determined by differential leveling
 KH0066.and adjusted by the National Geodetic Survey in June 1991..
 KH0066.WARNING-Repeat measurements at this control monument indicate possible
 KH0066.vertical movement.
 KH0066
 KH0066.The geoid height was determined by GEOID03.
 KH0066
 KH0066.The dynamic height is computed by dividing the NAVD 88
 KH0066.geopotential number by the normal gravity value computed on the
 KH0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0066.degrees latitude (g = 980.6199 gals.).
 KH0066
 KH0066.The modeled gravity was interpolated from observed gravity values.
 KH0066
 KH0066;                    North         East    Units  Estimated Accuracy
 KH0066;SPC KS N     -    79,390.      222,010.      MT  (+/- 180 meters Scaled)
 KH0066
 KH0066                          SUPERSEDED SURVEY CONTROL
 KH0066
 KH0066  NGVD 29 (02/14/92)  774.809  (m)         2542.02   (f) ADJUSTED    1 2
 KH0066
 KH0066.Superseded values are not recommended for survey control.
 KH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0066.See file dsdata.txt to determine how the superseded data were derived.
 KH0066
 KH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ086206(NAD 83)
 KH0066_MARKER: DB = BENCH MARK DISK
 KH0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0066_SP_SET: CONCRETE POST
 KH0066_STAMPING: H 300 1952
 KH0066_MARK LOGO: CGS   
 KH0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0066+STABILITY: SURFACE MOTION
 KH0066
 KH0066  HISTORY     - Date     Condition        Report By
 KH0066  HISTORY     - 1952     MONUMENTED       CGS
 KH0066  HISTORY     - 1986     GOOD             NGS
 KH0066
 KH0066                          STATION DESCRIPTION
 KH0066
 KH0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0066'3.2 MI E FROM COLLYER.
 KH0066'3.25 MILES EAST ALONG U.S. HIGHWAY 40 FROM SAINT MICHAELS CHURCH
 KH0066'AT COLLYER, 64 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING
 KH0066'SOUTH, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 KH0066'WEST OF A FENCE CORNER, 2.7 FEET SOUTH OF A FENCE, 3.3 FEET EAST
 KH0066'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KH0066'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 KH0066
 KH0066                          STATION RECOVERY (1986)
 KH0066
 KH0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0066'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE EXCEPT
 KH0066'A NEW WITNESS POST WAS ADDED.
 KH0066'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0130 ***********************************************************************
 KH0130  DESIGNATION -  H 301
 KH0130  PID         -  KH0130
 KH0130  STATE/COUNTY-  KS/GOVE
 KH0130  USGS QUAD   -  SUNNY SLOPE LAKE (1979)
 KH0130
 KH0130                         *CURRENT SURVEY CONTROL
 KH0130  ___________________________________________________________________
 KH0130* NAD 83(1986)-  39 06 56.     (N)    100 31 42.     (W)     SCALED    
 KH0130* NAVD 88     -       863.078  (meters)    2831.62   (feet)  ADJUSTED  
 KH0130  ___________________________________________________________________
 KH0130  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 KH0130  DYNAMIC HT  -         862.400 (meters)    2829.39  (feet)  COMP
 KH0130  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 KH0130
 KH0130  VERT ORDER  -  FIRST     CLASS II
 KH0130
 KH0130.The horizontal coordinates were scaled from a topographic map and have
 KH0130.an estimated accuracy of +/- 6 seconds.
 KH0130
 KH0130.The orthometric height was determined by differential leveling
 KH0130.and adjusted by the National Geodetic Survey in June 1991..
 KH0130
 KH0130.The geoid height was determined by GEOID03.
 KH0130
 KH0130.The dynamic height is computed by dividing the NAVD 88
 KH0130.geopotential number by the normal gravity value computed on the
 KH0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0130.degrees latitude (g = 980.6199 gals.).
 KH0130
 KH0130.The modeled gravity was interpolated from observed gravity values.
 KH0130
 KH0130;                    North         East    Units  Estimated Accuracy
 KH0130;SPC KS N     -    89,890.      181,370.      MT  (+/- 180 meters Scaled)
 KH0130
 KH0130                          SUPERSEDED SURVEY CONTROL
 KH0130
 KH0130  NGVD 29 (??/??/92)  862.750  (m)         2830.54   (f) ADJ UNCH    1 2
 KH0130
 KH0130.Superseded values are not recommended for survey control.
 KH0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0130.See file dsdata.txt to determine how the superseded data were derived.
 KH0130
 KH0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ678307(NAD 83)
 KH0130_MARKER: DB = BENCH MARK DISK
 KH0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0130_STAMPING: H 301 1952
 KH0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0130+STABILITY: SURFACE MOTION
 KH0130
 KH0130  HISTORY     - Date     Condition        Report By
 KH0130  HISTORY     - 1952     MONUMENTED       CGS
 KH0130  HISTORY     - 1986     MARK NOT FOUND   NGS
 KH0130
 KH0130                          STATION DESCRIPTION
 KH0130
 KH0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0130'3.4 MI W FROM GRAINFIELD.
 KH0130'3.45 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0130'RAILROAD STATION AT GRAINFIELD, ON TOP OF A SMALL KNOLL, 37.3
 KH0130'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 30.1 FEET EAST OF
 KH0130'A POWER POLE, 2.3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 KH0130'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 KH0130
 KH0130                          STATION RECOVERY (1986)
 KH0130
 KH0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0130'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0598 ***********************************************************************
 JG0598  DESIGNATION -  H 302
 JG0598  PID         -  JG0598
 JG0598  STATE/COUNTY-  KS/TREGO
 JG0598  USGS QUAD   -  TREGO CENTER (1960)
 JG0598
 JG0598                         *CURRENT SURVEY CONTROL
 JG0598  ___________________________________________________________________
 JG0598* NAD 83(1986)-  38 53 58.     (N)    099 53 27.     (W)     SCALED    
 JG0598* NAVD 88     -       735.280  (meters)    2412.33   (feet)  ADJUSTED  
 JG0598  ___________________________________________________________________
 JG0598  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 JG0598  DYNAMIC HT  -         734.713 (meters)    2410.47  (feet)  COMP
 JG0598  MODELED GRAV-     979,833.2   (mgal)                       NAVD 88
 JG0598
 JG0598  VERT ORDER  -  FIRST     CLASS II
 JG0598
 JG0598.The horizontal coordinates were scaled from a topographic map and have
 JG0598.an estimated accuracy of +/- 6 seconds.
 JG0598
 JG0598.The orthometric height was determined by differential leveling
 JG0598.and adjusted by the National Geodetic Survey in June 1991..
 JG0598
 JG0598.The geoid height was determined by GEOID03.
 JG0598
 JG0598.The dynamic height is computed by dividing the NAVD 88
 JG0598.geopotential number by the normal gravity value computed on the
 JG0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0598.degrees latitude (g = 980.6199 gals.).
 JG0598
 JG0598.The modeled gravity was interpolated from observed gravity values.
 JG0598
 JG0598;                    North         East    Units  Estimated Accuracy
 JG0598;SPC KS N     -    64,560.      235,990.      MT  (+/- 180 meters Scaled)
 JG0598
 JG0598                          SUPERSEDED SURVEY CONTROL
 JG0598
 JG0598  NGVD 29 (??/??/92)  734.978  (m)         2411.34   (f) ADJ UNCH    1 2
 JG0598
 JG0598.Superseded values are not recommended for survey control.
 JG0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0598.See file dsdata.txt to determine how the superseded data were derived.
 JG0598
 JG0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ227059(NAD 83)
 JG0598_MARKER: DB = BENCH MARK DISK
 JG0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0598_SP_SET: CULVERT
 JG0598_STAMPING: H 302 1953
 JG0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0598
 JG0598  HISTORY     - Date     Condition        Report By
 JG0598  HISTORY     - 1953     MONUMENTED       CGS
 JG0598
 JG0598                          STATION DESCRIPTION
 JG0598
 JG0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0598'8.4 MI S FROM WAKEENEY.
 JG0598'8.45 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0598'U.S. HIGHWAY 40 AT WAKEENEY, 30 FEET WEST OF THE CENTER LINE
 JG0598'OF THE HIGHWAY, 74 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 JG0598'WEST ROAD.  0.25 MILE NORTH OF A FARMHOUSE, SET IN THE TOP OF THE
 JG0598'CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0609 ***********************************************************************
 JG0609  DESIGNATION -  H 303
 JG0609  PID         -  JG0609
 JG0609  STATE/COUNTY-  KS/TREGO
 JG0609  USGS QUAD   -  FORT DOWNER (1974)
 JG0609
 JG0609                         *CURRENT SURVEY CONTROL
 JG0609  ___________________________________________________________________
 JG0609* NAD 83(1986)-  38 47 46.     (N)    099 53 37.     (W)     SCALED    
 JG0609* NAVD 88     -       672.856  (meters)    2207.53   (feet)  ADJUSTED  
 JG0609  ___________________________________________________________________
 JG0609  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 JG0609  DYNAMIC HT  -         672.339 (meters)    2205.83  (feet)  COMP
 JG0609  MODELED GRAV-     979,839.0   (mgal)                       NAVD 88
 JG0609
 JG0609  VERT ORDER  -  FIRST     CLASS II
 JG0609
 JG0609.The horizontal coordinates were scaled from a topographic map and have
 JG0609.an estimated accuracy of +/- 6 seconds.
 JG0609
 JG0609.The orthometric height was determined by differential leveling
 JG0609.and adjusted by the National Geodetic Survey in June 1991..
 JG0609
 JG0609.The geoid height was determined by GEOID03.
 JG0609
 JG0609.The dynamic height is computed by dividing the NAVD 88
 JG0609.geopotential number by the normal gravity value computed on the
 JG0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0609.degrees latitude (g = 980.6199 gals.).
 JG0609
 JG0609.The modeled gravity was interpolated from observed gravity values.
 JG0609
 JG0609;                    North         East    Units  Estimated Accuracy
 JG0609;SPC KS N     -    53,090.      235,510.      MT  (+/- 180 meters Scaled)
 JG0609
 JG0609                          SUPERSEDED SURVEY CONTROL
 JG0609
 JG0609  NGVD 29 (??/??/92)  672.571  (m)         2206.59   (f) ADJ UNCH    1 2
 JG0609
 JG0609.Superseded values are not recommended for survey control.
 JG0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0609.See file dsdata.txt to determine how the superseded data were derived.
 JG0609
 JG0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH223945(NAD 83)
 JG0609_MARKER: DB = BENCH MARK DISK
 JG0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0609_SP_SET: CULVERT
 JG0609_STAMPING: H 303 1953
 JG0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0609
 JG0609  HISTORY     - Date     Condition        Report By
 JG0609  HISTORY     - 1953     MONUMENTED       CGS
 JG0609
 JG0609                          STATION DESCRIPTION
 JG0609
 JG0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0609'12.2 MI NE FROM RANSOM.
 JG0609'0.7 MILE EAST ALONG STATE HIGHWAY 4 FROM THE SCHOOL AT RANSOM,
 JG0609'THENCE 3.8 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.2
 JG0609'MILE EAST ALONG A GRADED DIRT ROAD, THENCE 2.9 MILES NORTH
 JG0609'ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE EAST ALONG A PRIVATE
 JG0609'ROAD, THENCE 0.4 MILE EAST ALONG A LANE, THENCE 3.85 MILES NORTH
 JG0609'ALONG U.S. HIGHWAY 283, 0.1 MILE SOUTH OF A CONCRETE BLOCK
 JG0609'SCHOOLHOUSE, 0.1 MILE SOUTH OF A ROAD INTERSECTION, 16.6 FEET
 JG0609'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 JG0609'NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0329 ***********************************************************************
 JG0329  DESIGNATION -  H 304
 JG0329  PID         -  JG0329
 JG0329  STATE/COUNTY-  KS/ELLIS
 JG0329  USGS QUAD   -  WALKER (1974)
 JG0329
 JG0329                         *CURRENT SURVEY CONTROL
 JG0329  ___________________________________________________________________
 JG0329* NAD 83(1986)-  38 52 16.     (N)    099 06 49.     (W)     SCALED    
 JG0329* NAVD 88     -       583.533  (meters)    1914.47   (feet)  ADJUSTED  
 JG0329  ___________________________________________________________________
 JG0329  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0329  DYNAMIC HT  -         583.110 (meters)    1913.09  (feet)  COMP
 JG0329  MODELED GRAV-     979,883.5   (mgal)                       NAVD 88
 JG0329
 JG0329  VERT ORDER  -  FIRST     CLASS II
 JG0329
 JG0329.The horizontal coordinates were scaled from a topographic map and have
 JG0329.an estimated accuracy of +/- 6 seconds.
 JG0329
 JG0329.The orthometric height was determined by differential leveling
 JG0329.and adjusted by the National Geodetic Survey in June 1991..
 JG0329
 JG0329.The geoid height was determined by GEOID03.
 JG0329
 JG0329.The dynamic height is computed by dividing the NAVD 88
 JG0329.geopotential number by the normal gravity value computed on the
 JG0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0329.degrees latitude (g = 980.6199 gals.).
 JG0329
 JG0329.The modeled gravity was interpolated from observed gravity values.
 JG0329
 JG0329;                    North         East    Units  Estimated Accuracy
 JG0329;SPC KS N     -    60,290.      303,360.      MT  (+/- 180 meters Scaled)
 JG0329
 JG0329                          SUPERSEDED SURVEY CONTROL
 JG0329
 JG0329  NGVD 29 (??/??/92)  583.294  (m)         1913.69   (f) ADJ UNCH    1 2
 JG0329
 JG0329.Superseded values are not recommended for survey control.
 JG0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0329.See file dsdata.txt to determine how the superseded data were derived.
 JG0329
 JG0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ901024(NAD 83)
 JG0329_MARKER: DB = BENCH MARK DISK
 JG0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0329_STAMPING: H 304 1953
 JG0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0329+STABILITY: SURFACE MOTION
 JG0329
 JG0329  HISTORY     - Date     Condition        Report By
 JG0329  HISTORY     - 1953     MONUMENTED       CGS
 JG0329
 JG0329                          STATION DESCRIPTION
 JG0329
 JG0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0329'2.9 MI NE FROM VICTORIA.
 JG0329'2.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0329'RAILROAD STATION AT VICTORIA, THENCE 0.9 MILE NORTH ALONG AN
 JG0329'OILED ROAD, 29 FEET EAST OF THE CENTER LINE OF AN OILED ROAD,
 JG0329'41 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED
 JG0329'ROAD, 8.5 FEET SOUTH OF A POWER POLE, 2 FEET WEST OF A FENCE, 1.4
 JG0329'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JG0329'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0223 ***********************************************************************
 JG0223  DESIGNATION -  H 305
 JG0223  PID         -  JG0223
 JG0223  STATE/COUNTY-  KS/RUSSELL
 JG0223  USGS QUAD   -  DORRANCE SW (1979)
 JG0223
 JG0223                         *CURRENT SURVEY CONTROL
 JG0223  ___________________________________________________________________
 JG0223* NAD 83(1986)-  38 52 20.     (N)    098 39 05.     (W)     SCALED    
 JG0223* NAVD 88     -       560.884  (meters)    1840.17   (feet)  ADJUSTED  
 JG0223  ___________________________________________________________________
 JG0223  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 JG0223  DYNAMIC HT  -         560.493 (meters)    1838.88  (feet)  COMP
 JG0223  MODELED GRAV-     979,913.3   (mgal)                       NAVD 88
 JG0223
 JG0223  VERT ORDER  -  FIRST     CLASS II
 JG0223
 JG0223.The horizontal coordinates were scaled from a topographic map and have
 JG0223.an estimated accuracy of +/- 6 seconds.
 JG0223
 JG0223.The orthometric height was determined by differential leveling
 JG0223.and adjusted by the National Geodetic Survey in June 1991..
 JG0223
 JG0223.The geoid height was determined by GEOID03.
 JG0223
 JG0223.The dynamic height is computed by dividing the NAVD 88
 JG0223.geopotential number by the normal gravity value computed on the
 JG0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0223.degrees latitude (g = 980.6199 gals.).
 JG0223
 JG0223.The modeled gravity was interpolated from observed gravity values.
 JG0223
 JG0223;                    North         East    Units  Estimated Accuracy
 JG0223;SPC KS N     -    60,030.      343,470.      MT  (+/- 180 meters Scaled)
 JG0223
 JG0223                          SUPERSEDED SURVEY CONTROL
 JG0223
 JG0223  NGVD 29 (??/??/92)  560.689  (m)         1839.53   (f) ADJ UNCH    1 2
 JG0223
 JG0223.Superseded values are not recommended for survey control.
 JG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0223.See file dsdata.txt to determine how the superseded data were derived.
 JG0223
 JG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ302026(NAD 83)
 JG0223_MARKER: DB = BENCH MARK DISK
 JG0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0223_STAMPING: H 305 1953
 JG0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0223+STABILITY: SURFACE MOTION
 JG0223
 JG0223  HISTORY     - Date     Condition        Report By
 JG0223  HISTORY     - 1953     MONUMENTED       CGS
 JG0223
 JG0223                          STATION DESCRIPTION
 JG0223
 JG0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0223'2.9 MI E FROM BUNKER HILL.
 JG0223'2.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0223'AT BUNKER HILL, AT A ROAD CROSSING, 77 FEET WEST OF THE CENTER
 JG0223'LINE OF A DIRT ROAD LEADING NORTH, 42 FEET SOUTHEAST OF THE
 JG0223'SOUTHEAST RAIL, 50 FEET SOUTHWEST OF A FENCE CORNER, 6.3 FEET
 JG0223'NORTHWEST OF A FENCE, 18.5 FEET NORTHEAST OF A POWER POLE, 2.5
 JG0223'FEET WEST OF A WITNESS POST, IN LINE WITH A ROW OF POLES, SET IN
 JG0223'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 JG0223'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0038 ***********************************************************************
 HG0038  DESIGNATION -  H 307
 HG0038  PID         -  HG0038
 HG0038  STATE/COUNTY-  KS/KINGMAN
 HG0038  USGS QUAD   -  KINGMAN NW (1967)
 HG0038
 HG0038                         *CURRENT SURVEY CONTROL
 HG0038  ___________________________________________________________________
 HG0038* NAD 83(1986)-  37 38 13.     (N)    098 07 53.     (W)     SCALED    
 HG0038* NAVD 88     -       461.365  (meters)    1513.66   (feet)  ADJUSTED  
 HG0038  ___________________________________________________________________
 HG0038  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 HG0038  DYNAMIC HT  -         460.984 (meters)    1512.41  (feet)  COMP
 HG0038  MODELED GRAV-     979,789.3   (mgal)                       NAVD 88
 HG0038
 HG0038  VERT ORDER  -  FIRST     CLASS II
 HG0038
 HG0038.The horizontal coordinates were scaled from a topographic map and have
 HG0038.an estimated accuracy of +/- 6 seconds.
 HG0038
 HG0038.The orthometric height was determined by differential leveling
 HG0038.and adjusted by the National Geodetic Survey in June 1991..
 HG0038
 HG0038.The geoid height was determined by GEOID03.
 HG0038
 HG0038.The dynamic height is computed by dividing the NAVD 88
 HG0038.geopotential number by the normal gravity value computed on the
 HG0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0038.degrees latitude (g = 980.6199 gals.).
 HG0038
 HG0038.The modeled gravity was interpolated from observed gravity values.
 HG0038
 HG0038;                    North         East    Units  Estimated Accuracy
 HG0038;SPC KS S     -   507,750.      432,530.      MT  (+/- 180 meters Scaled)
 HG0038
 HG0038                          SUPERSEDED SURVEY CONTROL
 HG0038
 HG0038  NGVD 29 (??/??/92)  461.190  (m)         1513.09   (f) ADJ UNCH    1 2
 HG0038
 HG0038.Superseded values are not recommended for survey control.
 HG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0038.See file dsdata.txt to determine how the superseded data were derived.
 HG0038
 HG0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG766658(NAD 83)
 HG0038_MARKER: DB = BENCH MARK DISK
 HG0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0038_STAMPING: H 307 1953
 HG0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0038+STABILITY: SURFACE MOTION
 HG0038
 HG0038  HISTORY     - Date     Condition        Report By
 HG0038  HISTORY     - 1953     MONUMENTED       CGS
 HG0038  HISTORY     - 1977     POOR             LOCENG
 HG0038  HISTORY     - 1977     POOR             LOCENG
 HG0038  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0038
 HG0038                          STATION DESCRIPTION
 HG0038
 HG0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0038'1.2 MI SW FROM KINGMAN.
 HG0038'1.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0038'RAILROAD FROM THE STATION AT KINGMAN, 0.15 MILE SOUTH OF THE
 HG0038'CROSSING OF THE MISSOURI PACIFIC RAILROAD, ACROSS THE TRACK
 HG0038'FROM THE 1ST POLE NORTH OF MILEPOST 33, 44 FEET EAST OF THE
 HG0038'EAST RAIL, 2.3 FEET WEST OF A FENCE, 2.5 FEET NORTH OF A
 HG0038'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HG0038'0.5 FOOT ABOVE THE GROUND.
 HG0038
 HG0038                          STATION RECOVERY (1977)
 HG0038
 HG0038'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HG0038'MARK RECOVERED IN POOR CONDITION.
 HG0038
 HG0038                          STATION RECOVERY (1977)
 HG0038
 HG0038'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HG0038'MARK RECOVERED IN POOR CONDITION.
 HG0038
 HG0038                          STATION RECOVERY (1986)
 HG0038
 HG0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0038'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0937 ***********************************************************************
 HF0937  DESIGNATION -  H 308
 HF0937  PID         -  HF0937
 HF0937  STATE/COUNTY-  KS/RENO
 HF0937  USGS QUAD   -  HAVEN (1961)
 HF0937
 HF0937                         *CURRENT SURVEY CONTROL
 HF0937  ___________________________________________________________________
 HF0937* NAD 83(1986)-  37 56 21.     (N)    097 52 08.     (W)     SCALED    
 HF0937* NAVD 88     -       469.087  (meters)    1539.00   (feet)  ADJUSTED  
 HF0937  ___________________________________________________________________
 HF0937  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 HF0937  DYNAMIC HT  -         468.728 (meters)    1537.82  (feet)  COMP
 HF0937  MODELED GRAV-     979,849.4   (mgal)                       NAVD 88
 HF0937
 HF0937  VERT ORDER  -  SECOND    CLASS 0
 HF0937
 HF0937.The horizontal coordinates were scaled from a topographic map and have
 HF0937.an estimated accuracy of +/- 6 seconds.
 HF0937
 HF0937.The orthometric height was determined by differential leveling
 HF0937.and adjusted by the National Geodetic Survey in June 1991..
 HF0937
 HF0937.The geoid height was determined by GEOID03.
 HF0937
 HF0937.The dynamic height is computed by dividing the NAVD 88
 HF0937.geopotential number by the normal gravity value computed on the
 HF0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0937.degrees latitude (g = 980.6199 gals.).
 HF0937
 HF0937.The modeled gravity was interpolated from observed gravity values.
 HF0937
 HF0937;                    North         East    Units  Estimated Accuracy
 HF0937;SPC KS S     -   541,420.      455,470.      MT  (+/- 180 meters Scaled)
 HF0937
 HF0937                          SUPERSEDED SURVEY CONTROL
 HF0937
 HF0937  NGVD 29 (??/??/92)  468.941  (m)         1538.52   (f) ADJ UNCH    2 0
 HF0937
 HF0937.Superseded values are not recommended for survey control.
 HF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0937.See file dsdata.txt to determine how the superseded data were derived.
 HF0937
 HF0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG993996(NAD 83)
 HF0937_MARKER: DB = BENCH MARK DISK
 HF0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0937_STAMPING: H 308 1953
 HF0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0937+STABILITY: SURFACE MOTION
 HF0937
 HF0937  HISTORY     - Date     Condition        Report By
 HF0937  HISTORY     - 1953     MONUMENTED       CGS
 HF0937
 HF0937                          STATION DESCRIPTION
 HF0937
 HF0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0937'AT YODER.
 HF0937'AT YODER, 116 FEET SOUTHEAST OF THE SOUTH CORNER OF THE MISSOURI
 HF0937'PACIFIC RAILROAD STATION, 6 POLES NORTHWEST OF MILEPOST 522-10,
 HF0937'30 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 18
 HF0937'FEET NORTHEAST OF THE NORTHEAST RAIL OF A SIDE TRACK, 5 FEET
 HF0937'NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A WITNESS
 HF0937'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 HF0937'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0169 ***********************************************************************
 HG0169  DESIGNATION -  H 309
 HG0169  PID         -  HG0169
 HG0169  STATE/COUNTY-  KS/HARPER
 HG0169  USGS QUAD   -  HARPER (1973)
 HG0169
 HG0169                         *CURRENT SURVEY CONTROL
 HG0169  ___________________________________________________________________
 HG0169* NAD 83(1986)-  37 19 26.     (N)    098 03 25.     (W)     SCALED    
 HG0169* NAVD 88     -       456.076  (meters)    1496.31   (feet)  ADJUSTED  
 HG0169  ___________________________________________________________________
 HG0169  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HG0169  DYNAMIC HT  -         455.694 (meters)    1495.06  (feet)  COMP
 HG0169  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 HG0169
 HG0169  VERT ORDER  -  FIRST     CLASS II
 HG0169
 HG0169.The horizontal coordinates were scaled from a topographic map and have
 HG0169.an estimated accuracy of +/- 6 seconds.
 HG0169
 HG0169.The orthometric height was determined by differential leveling
 HG0169.and adjusted by the National Geodetic Survey in June 1991..
 HG0169
 HG0169.The geoid height was determined by GEOID03.
 HG0169
 HG0169.The dynamic height is computed by dividing the NAVD 88
 HG0169.geopotential number by the normal gravity value computed on the
 HG0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0169.degrees latitude (g = 980.6199 gals.).
 HG0169
 HG0169.The modeled gravity was interpolated from observed gravity values.
 HG0169
 HG0169;                    North         East    Units  Estimated Accuracy
 HG0169;SPC KS S     -   473,040.      439,270.      MT  (+/- 180 meters Scaled)
 HG0169
 HG0169                          SUPERSEDED SURVEY CONTROL
 HG0169
 HG0169  NGVD 29 (??/??/92)  455.943  (m)         1495.87   (f) ADJ UNCH    1 2
 HG0169
 HG0169.Superseded values are not recommended for survey control.
 HG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0169.See file dsdata.txt to determine how the superseded data were derived.
 HG0169
 HG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG835312(NAD 83)
 HG0169_MARKER: DB = BENCH MARK DISK
 HG0169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HG0169_SP_SET: HEADWALL
 HG0169_STAMPING: H 309 1953
 HG0169_MARK LOGO: CGS   
 HG0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0169+STABILITY: SURFACE MOTION
 HG0169
 HG0169  HISTORY     - Date     Condition        Report By
 HG0169  HISTORY     - 1953     MONUMENTED       CGS
 HG0169  HISTORY     - 1985     GOOD             NGS
 HG0169
 HG0169                          STATION DESCRIPTION
 HG0169
 HG0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0169'2.8 MI NW FROM HARPER.
 HG0169'2.8 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0169'RAILROAD FROM THE STATION AT HARPER, 90 FEET NORTHEAST OF THE
 HG0169'NORTHEAST RAIL, 18 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 HG0169'HIGHWAY 14, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL
 HG0169'OF A CONCRETE CULVERT.
 HG0169
 HG0169                          STATION RECOVERY (1985)
 HG0169
 HG0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0862 ***********************************************************************
 JF0862  DESIGNATION -  H 31
 JF0862  PID         -  JF0862
 JF0862  STATE/COUNTY-  KS/MCPHERSON
 JF0862  USGS QUAD   -  GALVA (1985)
 JF0862
 JF0862                         *CURRENT SURVEY CONTROL
 JF0862  ___________________________________________________________________
 JF0862* NAD 83(1986)-  38 23 03.     (N)    097 35 34.     (W)     SCALED    
 JF0862* NAVD 88     -       466.580  (meters)    1530.77   (feet)  ADJUSTED  
 JF0862  ___________________________________________________________________
 JF0862  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 JF0862  DYNAMIC HT  -         466.242 (meters)    1529.66  (feet)  COMP
 JF0862  MODELED GRAV-     979,889.9   (mgal)                       NAVD 88
 JF0862
 JF0862  VERT ORDER  -  SECOND    CLASS 0
 JF0862
 JF0862.The horizontal coordinates were scaled from a topographic map and have
 JF0862.an estimated accuracy of +/- 6 seconds.
 JF0862
 JF0862.The orthometric height was determined by differential leveling
 JF0862.and adjusted by the National Geodetic Survey in June 1991..
 JF0862
 JF0862.The geoid height was determined by GEOID03.
 JF0862
 JF0862.The dynamic height is computed by dividing the NAVD 88
 JF0862.geopotential number by the normal gravity value computed on the
 JF0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0862.degrees latitude (g = 980.6199 gals.).
 JF0862
 JF0862.The modeled gravity was interpolated from observed gravity values.
 JF0862
 JF0862;                    North         East    Units  Estimated Accuracy
 JF0862;SPC KS S     -   591,010.      479,260.      MT  (+/- 180 meters Scaled)
 JF0862
 JF0862                          SUPERSEDED SURVEY CONTROL
 JF0862
 JF0862  NGVD 29 (??/??/92)  466.405  (m)         1530.20   (f) ADJ UNCH    2 0
 JF0862
 JF0862.Superseded values are not recommended for survey control.
 JF0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0862.See file dsdata.txt to determine how the superseded data were derived.
 JF0862
 JF0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH229493(NAD 83)
 JF0862_MARKER: DB = BENCH MARK DISK
 JF0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0862_STAMPING: H 31 1934
 JF0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0862+STABILITY: SURFACE MOTION
 JF0862
 JF0862  HISTORY     - Date     Condition        Report By
 JF0862  HISTORY     - 1934     MONUMENTED       CGS
 JF0862  HISTORY     - 1970     GOOD             NGS
 JF0862
 JF0862                          STATION DESCRIPTION
 JF0862
 JF0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0862'2.1 MI NE FROM MC PHERSON.
 JF0862'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 56 FROM THE HIGHWAY
 JF0862'UNDERPASS FOR INTERSTATE HIGHWAY 35W AT MC PHERSON, THENCE 0.5
 JF0862'MILE NORTH ALONG A GRAVELED ROAD, OR ABOUT 3.1 MILES WEST ALONG
 JF0862'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT
 JF0862'GALVA, 52 FEET SOUTHEAST OF THE CENTER OF THE CROSSING OF THE
 JF0862'GRAVELED ROAD AND THE TRACK, 45 1/2 FEET SOUTH OF THE SOUTH RAIL,
 JF0862'20 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 1.6 FEET
 JF0862'NORTH OF A VERTICAL RAIL WHICH PROJECTS 2 FEET ABOVE THE GROUND,
 JF0862'0.8 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 JF0862'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 JF0862'SEC 19, T 19 S, R 2 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0202 ***********************************************************************
 HG0202  DESIGNATION -  H 310
 HG0202  PID         -  HG0202
 HG0202  STATE/COUNTY-  KS/HARPER
 HG0202  USGS QUAD   -  SPRING (1972)
 HG0202
 HG0202                         *CURRENT SURVEY CONTROL
 HG0202  ___________________________________________________________________
 HG0202* NAD 83(1986)-  37 07 23.     (N)    098 02 31.     (W)     SCALED    
 HG0202* NAVD 88     -       393.970  (meters)    1292.55   (feet)  ADJUSTED  
 HG0202  ___________________________________________________________________
 HG0202  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 HG0202  DYNAMIC HT  -         393.640 (meters)    1291.47  (feet)  COMP
 HG0202  MODELED GRAV-     979,780.6   (mgal)                       NAVD 88
 HG0202
 HG0202  VERT ORDER  -  FIRST     CLASS II
 HG0202
 HG0202.The horizontal coordinates were scaled from a topographic map and have
 HG0202.an estimated accuracy of +/- 6 seconds.
 HG0202
 HG0202.The orthometric height was determined by differential leveling
 HG0202.and adjusted by the National Geodetic Survey in June 1991..
 HG0202
 HG0202.The geoid height was determined by GEOID03.
 HG0202
 HG0202.The dynamic height is computed by dividing the NAVD 88
 HG0202.geopotential number by the normal gravity value computed on the
 HG0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0202.degrees latitude (g = 980.6199 gals.).
 HG0202
 HG0202.The modeled gravity was interpolated from observed gravity values.
 HG0202
 HG0202;                    North         East    Units  Estimated Accuracy
 HG0202;SPC KS S     -   450,750.      440,710.      MT  (+/- 180 meters Scaled)
 HG0202
 HG0202                          SUPERSEDED SURVEY CONTROL
 HG0202
 HG0202  NGVD 29 (??/??/92)  393.844  (m)         1292.14   (f) ADJ UNCH    1 2
 HG0202
 HG0202.Superseded values are not recommended for survey control.
 HG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0202.See file dsdata.txt to determine how the superseded data were derived.
 HG0202
 HG0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG851089(NAD 83)
 HG0202_MARKER: DB = BENCH MARK DISK
 HG0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0202_SP_SET: CONCRETE POST
 HG0202_STAMPING: H 310 1953
 HG0202_MARK LOGO: CGS   
 HG0202_PROJECTION: PROJECTING 10 CENTIMETERS
 HG0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0202+STABILITY: SURFACE MOTION
 HG0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0202+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1999
 HG0202
 HG0202  HISTORY     - Date     Condition        Report By
 HG0202  HISTORY     - 1953     MONUMENTED       CGS
 HG0202  HISTORY     - 1972     GOOD             KSHC
 HG0202  HISTORY     - 1985     GOOD             NGS
 HG0202  HISTORY     - 19990316 GOOD             INDIV
 HG0202
 HG0202                          STATION DESCRIPTION
 HG0202
 HG0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0202'2 MI S FROM ANTHONY.
 HG0202'2.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0202'FROM THE STATION AT ANTHONY, AT A ROAD CROSSING, 44 FEET WEST OF
 HG0202'THE WEST RAIL, 32 FEET NORTH OF THE CENTER LINE OF A ROAD, 6
 HG0202'FEET NORTHEAST OF A TELEPHONE POLE, 3.5 FEET EAST OF A FENCE
 HG0202'CORNER, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 HG0202'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0202
 HG0202                          STATION RECOVERY (1972)
 HG0202
 HG0202'RECOVERY NOTE BY KS HIGHWAY COMM 1972
 HG0202'RECOVERED IN GOOD CONDITION.
 HG0202
 HG0202                          STATION RECOVERY (1985)
 HG0202
 HG0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0202'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.90 KM (2.42
 HG0202'MI) SOUTH ALONG STATE HIGHWAY 179 FROM THE JUNCTION OF STATE HIGHWAY
 HG0202'44 AT ANTHONY, THENCE 0.35 KM (0.22 MI) WEST ALONG A GRAVEL SECTION
 HG0202'LINE ROAD, IN THE NORTHWEST CORNER OF THE CROSSING OF THE ATCHISON,
 HG0202'TOPEKA AND SANTA FE RAILROAD, 9.8 METERS (32 FT) NORTH OF THE CENTER
 HG0202'OF THE ROAD, 13.4 METERS (44 FT) WEST OF THE WEST RAIL, 18.3 METERS
 HG0202'(60 FT) NORTH-NORTHEAST OF THE FIRST POWER POLE WEST OF A POWER LINE
 HG0202'CROSSING THE TRACKS, 8.7 METERS (28.5 FT) WEST-NORTHWEST OF A WOOD
 HG0202'RAILROAD CROSSING SIGN, 1.4 METERS (4.5 FT) NORTHEAST OF THE SOUTHEAST
 HG0202'CORNER OF A FENCE AND 0.9 METER (2.8 FT) EAST OF THE NORTH-SOUTH
 HG0202'PORTION OF THE FENCE.
 HG0202'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HG0202'THE MARK IS 0.3 M ABOVE THE TRACKS.
 HG0202
 HG0202                          STATION RECOVERY (1999)
 HG0202
 HG0202'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (RLE)
 HG0202'RAILROAD HAS BEEN ABANDONED.  TRACKS REMOVED.  MARK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0104 ***********************************************************************
 HG0104  DESIGNATION -  H 311
 HG0104  PID         -  HG0104
 HG0104  STATE/COUNTY-  KS/KINGMAN
 HG0104  USGS QUAD   -  ALAMEDA (1967)
 HG0104
 HG0104                         *CURRENT SURVEY CONTROL
 HG0104  ___________________________________________________________________
 HG0104* NAD 83(1986)-  37 37 07.     (N)    098 00 33.     (W)     SCALED    
 HG0104* NAVD 88     -       449.241  (meters)    1473.88   (feet)  ADJUSTED  
 HG0104  ___________________________________________________________________
 HG0104  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 HG0104  DYNAMIC HT  -         448.875 (meters)    1472.68  (feet)  COMP
 HG0104  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 HG0104
 HG0104  VERT ORDER  -  SECOND    CLASS 0
 HG0104
 HG0104.The horizontal coordinates were scaled from a topographic map and have
 HG0104.an estimated accuracy of +/- 6 seconds.
 HG0104
 HG0104.The orthometric height was determined by differential leveling
 HG0104.and adjusted by the National Geodetic Survey in June 1991..
 HG0104
 HG0104.The geoid height was determined by GEOID03.
 HG0104
 HG0104.The dynamic height is computed by dividing the NAVD 88
 HG0104.geopotential number by the normal gravity value computed on the
 HG0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0104.degrees latitude (g = 980.6199 gals.).
 HG0104
 HG0104.The modeled gravity was interpolated from observed gravity values.
 HG0104
 HG0104;                    North         East    Units  Estimated Accuracy
 HG0104;SPC KS S     -   505,770.      443,330.      MT  (+/- 180 meters Scaled)
 HG0104
 HG0104                          SUPERSEDED SURVEY CONTROL
 HG0104
 HG0104  NGVD 29 (??/??/92)  449.088  (m)         1473.38   (f) ADJ UNCH    2 0
 HG0104
 HG0104.Superseded values are not recommended for survey control.
 HG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0104.See file dsdata.txt to determine how the superseded data were derived.
 HG0104
 HG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG874639(NAD 83)
 HG0104_MARKER: DB = BENCH MARK DISK
 HG0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0104_STAMPING: H 311 1956
 HG0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0104+STABILITY: SURFACE MOTION
 HG0104
 HG0104  HISTORY     - Date     Condition        Report By
 HG0104  HISTORY     - 1956     MONUMENTED       CGS
 HG0104
 HG0104                          STATION DESCRIPTION
 HG0104
 HG0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HG0104'7.2 MI E FROM KINGMAN.
 HG0104'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0104'AND SANTA FE RAILROAD STATION AT KINGMAN, THENCE 5.75 MILES
 HG0104'EAST ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A
 HG0104'GRADED DIRT ROAD, 52 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 HG0104'A WHITE FARMHOUSE, 18 FEET EAST OF A 12 INCH ASH TREE, 53 FEET
 HG0104'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 33 FEET NORTH
 HG0104'OF THE CENTER LINE OF A ROAD LEADING WEST, 24 FEET WEST OF A
 HG0104'FENCE CORNER, 1.6 FEET SOUTH OF A FENCE, 2.4 FEET EAST OF A
 HG0104'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HG0104'0.4 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 7,
 HG0104'TOWNSHIP 28 SOUTH, RANGE 6 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0955 ***********************************************************************
 HF0955  DESIGNATION -  H 312
 HF0955  PID         -  HF0955
 HF0955  STATE/COUNTY-  KS/SEDGWICK
 HF0955  USGS QUAD   -  LAKE AFTON (1980)
 HF0955
 HF0955                         *CURRENT SURVEY CONTROL
 HF0955  ___________________________________________________________________
 HF0955* NAD 83(1986)-  37 33 41.     (N)    097 41 53.     (W)     SCALED    
 HF0955* NAVD 88     -       400.580  (meters)    1314.24   (feet)  ADJUSTED  
 HF0955  ___________________________________________________________________
 HF0955  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 HF0955  DYNAMIC HT  -         400.253 (meters)    1313.16  (feet)  COMP
 HF0955  MODELED GRAV-     979,802.2   (mgal)                       NAVD 88
 HF0955
 HF0955  VERT ORDER  -  SECOND    CLASS 0
 HF0955
 HF0955.The horizontal coordinates were scaled from a topographic map and have
 HF0955.an estimated accuracy of +/- 6 seconds.
 HF0955
 HF0955.The orthometric height was determined by differential leveling
 HF0955.and adjusted by the National Geodetic Survey in June 1991..
 HF0955
 HF0955.The geoid height was determined by GEOID03.
 HF0955
 HF0955.The dynamic height is computed by dividing the NAVD 88
 HF0955.geopotential number by the normal gravity value computed on the
 HF0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0955.degrees latitude (g = 980.6199 gals.).
 HF0955
 HF0955.The modeled gravity was interpolated from observed gravity values.
 HF0955
 HF0955;                    North         East    Units  Estimated Accuracy
 HF0955;SPC KS S     -   499,610.      470,850.      MT  (+/- 180 meters Scaled)
 HF0955
 HF0955                          SUPERSEDED SURVEY CONTROL
 HF0955
 HF0955  NGVD 29 (??/??/92)  400.442  (m)         1313.78   (f) ADJ UNCH    2 0
 HF0955
 HF0955.Superseded values are not recommended for survey control.
 HF0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0955.See file dsdata.txt to determine how the superseded data were derived.
 HF0955
 HF0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG149579(NAD 83)
 HF0955_MARKER: DB = BENCH MARK DISK
 HF0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0955_STAMPING: H 312 1956
 HF0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0955+STABILITY: SURFACE MOTION
 HF0955
 HF0955  HISTORY     - Date     Condition        Report By
 HF0955  HISTORY     - 1956     MONUMENTED       CGS
 HF0955
 HF0955                          STATION DESCRIPTION
 HF0955
 HF0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0955'8.4 MI NE FROM VIOLA.
 HF0955'0.25 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0955'RAILROAD FROM THE STATION AT VIOLA, THENCE 3.15 MILES NORTH ALONG
 HF0955'AN OILED ROAD, THENCE 3.0 MILES WEST ALONG A GRADED DIRT ROAD,
 HF0955'THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, 35 FEET
 HF0955'EAST OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 50
 HF0955'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 18 FEET
 HF0955'SOUTH OF A FENCE, 10 FEET NORTH OF THE WEST END OF A ROW OF ELM
 HF0955'TREES, 1.8 FEET EAST OF A WITNESS POST, 1.0 MILE EAST OF BENCH
 HF0955'MARK J 312, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF0955'0.4 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 31,
 HF0955'TOWNSHIP 28 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1008 ***********************************************************************
 HF1008  DESIGNATION -  H 313
 HF1008  PID         -  HF1008
 HF1008  STATE/COUNTY-  KS/SEDGWICK
 HF1008  USGS QUAD   -  CHENEY (1982)
 HF1008
 HF1008                         *CURRENT SURVEY CONTROL
 HF1008  ___________________________________________________________________
 HF1008* NAD 83(1986)-  37 43 11.     (N)    097 46 16.     (W)     SCALED    
 HF1008* NAVD 88     -       432.694  (meters)    1419.60   (feet)  ADJUSTED  
 HF1008  ___________________________________________________________________
 HF1008  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 HF1008  DYNAMIC HT  -         432.348 (meters)    1418.46  (feet)  COMP
 HF1008  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 HF1008
 HF1008  VERT ORDER  -  SECOND    CLASS 0
 HF1008
 HF1008.The horizontal coordinates were scaled from a topographic map and have
 HF1008.an estimated accuracy of +/- 6 seconds.
 HF1008
 HF1008.The orthometric height was determined by differential leveling
 HF1008.and adjusted by the National Geodetic Survey in June 1991..
 HF1008
 HF1008.The geoid height was determined by GEOID03.
 HF1008
 HF1008.The dynamic height is computed by dividing the NAVD 88
 HF1008.geopotential number by the normal gravity value computed on the
 HF1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1008.degrees latitude (g = 980.6199 gals.).
 HF1008
 HF1008.The modeled gravity was interpolated from observed gravity values.
 HF1008
 HF1008;                    North         East    Units  Estimated Accuracy
 HF1008;SPC KS S     -   517,120.      464,260.      MT  (+/- 180 meters Scaled)
 HF1008
 HF1008                          SUPERSEDED SURVEY CONTROL
 HF1008
 HF1008  NGVD 29 (??/??/92)  432.548  (m)         1419.12   (f) ADJ UNCH    2 0
 HF1008
 HF1008.Superseded values are not recommended for survey control.
 HF1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1008.See file dsdata.txt to determine how the superseded data were derived.
 HF1008
 HF1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG083754(NAD 83)
 HF1008_MARKER: DB = BENCH MARK DISK
 HF1008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF1008_SP_SET: CULVERT
 HF1008_STAMPING: H 313 1956
 HF1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1008
 HF1008  HISTORY     - Date     Condition        Report By
 HF1008  HISTORY     - 1956     MONUMENTED       CGS
 HF1008  HISTORY     - 1962     GOOD             NGS
 HF1008
 HF1008                          STATION DESCRIPTION
 HF1008
 HF1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1008'8.8 MI N FROM CHENEY.
 HF1008'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1008'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A
 HF1008'GRADED DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54,
 HF1008'THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE
 HF1008'WEST ALONG A GRADED DIRT ROAD, THENCE 2.0 MILES NORTH ALONG A
 HF1008'GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, 78
 HF1008'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 12 FEET
 HF1008'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, SET IN THE TOP
 HF1008'OF THE CENTER OF THE EAST HEADWALL OF A CONCRETE CULVERT, IN
 HF1008'THE NORTHWEST 1/4 OF SECTION 9, TOWNSHIP 27 SOUTH, RANGE 4 WEST.
 HF1008
 HF1008                          STATION RECOVERY (1962)
 HF1008
 HF1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0848 ***********************************************************************
 HF0848  DESIGNATION -  H 314
 HF0848  PID         -  HF0848
 HF0848  STATE/COUNTY-  KS/SUMNER
 HF0848  USGS QUAD   -  CALDWELL NW (1971)
 HF0848
 HF0848                         *CURRENT SURVEY CONTROL
 HF0848  ___________________________________________________________________
 HF0848* NAD 83(1986)-  37 10 09.     (N)    097 39 22.     (W)     SCALED    
 HF0848* NAVD 88     -       371.486  (meters)    1218.78   (feet)  ADJUSTED  
 HF0848  ___________________________________________________________________
 HF0848  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HF0848  DYNAMIC HT  -         371.176 (meters)    1217.77  (feet)  COMP
 HF0848  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 HF0848
 HF0848  VERT ORDER  -  SECOND    CLASS 0
 HF0848
 HF0848.The horizontal coordinates were scaled from a topographic map and have
 HF0848.an estimated accuracy of +/- 6 seconds.
 HF0848
 HF0848.The orthometric height was determined by differential leveling
 HF0848.and adjusted by the National Geodetic Survey in June 1991..
 HF0848
 HF0848.The geoid height was determined by GEOID03.
 HF0848
 HF0848.The dynamic height is computed by dividing the NAVD 88
 HF0848.geopotential number by the normal gravity value computed on the
 HF0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0848.degrees latitude (g = 980.6199 gals.).
 HF0848
 HF0848.The modeled gravity was interpolated from observed gravity values.
 HF0848
 HF0848;                    North         East    Units  Estimated Accuracy
 HF0848;SPC KS S     -   456,110.      474,950.      MT  (+/- 180 meters Scaled)
 HF0848
 HF0848                          SUPERSEDED SURVEY CONTROL
 HF0848
 HF0848  NGVD 29 (??/??/92)  371.374  (m)         1218.42   (f) ADJ UNCH    2 0
 HF0848
 HF0848.Superseded values are not recommended for survey control.
 HF0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0848.See file dsdata.txt to determine how the superseded data were derived.
 HF0848
 HF0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG193144(NAD 83)
 HF0848_MARKER: DB = BENCH MARK DISK
 HF0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0848_STAMPING: H 314 1956
 HF0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0848+STABILITY: SURFACE MOTION
 HF0848
 HF0848  HISTORY     - Date     Condition        Report By
 HF0848  HISTORY     - 1956     MONUMENTED       CGS
 HF0848
 HF0848                          STATION DESCRIPTION
 HF0848
 HF0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0848'7 MI S FROM MILAN.
 HF0848'3.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 HF0848'MILAN, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 3.0
 HF0848'MILES SOUTH ALONG A GRADED DIRT ROAD, 149 FEET SOUTH OF THE CENTER
 HF0848'LINE OF AN EAST AND WEST ROAD, 27 FEET WEST OF THE CENTER LINE
 HF0848'OF A NORTH AND SOUTH ROAD, 3 FEET NORTH OF A POWER POLE, 2 FEET
 HF0848'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0848'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION
 HF0848'20, TOWNSHIP 33 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1044 ***********************************************************************
 HF1044  DESIGNATION -  H 315
 HF1044  PID         -  HF1044
 HF1044  STATE/COUNTY-  KS/RENO
 HF1044  USGS QUAD   -  CASTLETON (1965)
 HF1044
 HF1044                         *CURRENT SURVEY CONTROL
 HF1044  ___________________________________________________________________
 HF1044* NAD 83(1986)-  37 46 41.     (N)    097 54 00.     (W)     SCALED    
 HF1044* NAVD 88     -       445.489  (meters)    1461.58   (feet)  ADJUSTED  
 HF1044  ___________________________________________________________________
 HF1044  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 HF1044  DYNAMIC HT  -         445.139 (meters)    1460.43  (feet)  COMP
 HF1044  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 HF1044
 HF1044  VERT ORDER  -  SECOND    CLASS 0
 HF1044
 HF1044.The horizontal coordinates were scaled from a topographic map and have
 HF1044.an estimated accuracy of +/- 6 seconds.
 HF1044
 HF1044.The orthometric height was determined by differential leveling
 HF1044.and adjusted by the National Geodetic Survey in June 1991..
 HF1044
 HF1044.The geoid height was determined by GEOID03.
 HF1044
 HF1044.The dynamic height is computed by dividing the NAVD 88
 HF1044.geopotential number by the normal gravity value computed on the
 HF1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1044.degrees latitude (g = 980.6199 gals.).
 HF1044
 HF1044.The modeled gravity was interpolated from observed gravity values.
 HF1044
 HF1044;                    North         East    Units  Estimated Accuracy
 HF1044;SPC KS S     -   523,520.      452,850.      MT  (+/- 180 meters Scaled)
 HF1044
 HF1044                          SUPERSEDED SURVEY CONTROL
 HF1044
 HF1044  NGVD 29 (??/??/92)  445.340  (m)         1461.09   (f) ADJ UNCH    2 0
 HF1044
 HF1044.Superseded values are not recommended for survey control.
 HF1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1044.See file dsdata.txt to determine how the superseded data were derived.
 HF1044
 HF1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG968817(NAD 83)
 HF1044_MARKER: DB = BENCH MARK DISK
 HF1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1044_STAMPING: H 315 1956
 HF1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1044+STABILITY: SURFACE MOTION
 HF1044
 HF1044  HISTORY     - Date     Condition        Report By
 HF1044  HISTORY     - 1956     MONUMENTED       CGS
 HF1044
 HF1044                          STATION DESCRIPTION
 HF1044
 HF1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1044'10.3 MI SE FROM CASTLETON.
 HF1044'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF1044'RAILROAD FROM THE STATION AT CASTLETON, THENCE 0.9 MILE EAST
 HF1044'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 HF1044'ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0
 HF1044'MILE SOUTH ALONG STATE HIGHWAY 17, THENCE 1.0 MILE EAST ALONG
 HF1044'A GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD,
 HF1044'THENCE 1.0 MILE EAST ALONG AN OILED ROAD, THENCE 1.0 MILE SOUTH
 HF1044'ALONG A GRAVELED ROAD, 225 FEET NORTH OF THE CENTER LINE OF AN
 HF1044'EAST AND WEST ROAD, 52 FEET EAST OF THE CENTER LINE OF A NORTH
 HF1044'AND SOUTH ROAD, 36.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HF1044'A SCHOOLHOUSE, 29.6 FEET NORTHEAST OF A POWER POLE, 2 FEET WEST
 HF1044'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF1044'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF
 HF1044'SECTION 17, TOWNSHIP 26 SOUTH, RANGE 5 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0554 ***********************************************************************
 HH0554  DESIGNATION -  H 32
 HH0554  PID         -  HH0554
 HH0554  STATE/COUNTY-  KS/HAMILTON
 HH0554  USGS QUAD   -  SYRACUSE WEST (1966)
 HH0554
 HH0554                         *CURRENT SURVEY CONTROL
 HH0554  ___________________________________________________________________
 HH0554* NAD 83(1986)-  37 59 38.     (N)    101 48 22.     (W)     SCALED    
 HH0554* NAVD 88     -       992.381  (meters)    3255.84   (feet)  ADJUSTED  
 HH0554  ___________________________________________________________________
 HH0554  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 HH0554  DYNAMIC HT  -         991.457 (meters)    3252.81  (feet)  COMP
 HH0554  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 HH0554
 HH0554  VERT ORDER  -  FIRST     CLASS II
 HH0554
 HH0554.The horizontal coordinates were scaled from a topographic map and have
 HH0554.an estimated accuracy of +/- 6 seconds.
 HH0554
 HH0554.The orthometric height was determined by differential leveling
 HH0554.and adjusted by the National Geodetic Survey in June 1991..
 HH0554
 HH0554.The geoid height was determined by GEOID03.
 HH0554
 HH0554.The dynamic height is computed by dividing the NAVD 88
 HH0554.geopotential number by the normal gravity value computed on the
 HH0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0554.degrees latitude (g = 980.6199 gals.).
 HH0554
 HH0554.The modeled gravity was interpolated from observed gravity values.
 HH0554
 HH0554;                    North         East    Units  Estimated Accuracy
 HH0554;SPC KS S     -   552,450.      109,670.      MT  (+/- 180 meters Scaled)
 HH0554
 HH0554                          SUPERSEDED SURVEY CONTROL
 HH0554
 HH0554  NGVD 29 (??/??/92)  991.967  (m)         3254.48   (f) ADJ UNCH    1 2
 HH0554
 HH0554.Superseded values are not recommended for survey control.
 HH0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0554.See file dsdata.txt to determine how the superseded data were derived.
 HH0554
 HH0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH535088(NAD 83)
 HH0554_MARKER: DB = BENCH MARK DISK
 HH0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0554_STAMPING: H 32 1934
 HH0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0554+STABILITY: SURFACE MOTION
 HH0554
 HH0554  HISTORY     - Date     Condition        Report By
 HH0554  HISTORY     - 1934     MONUMENTED       CGS
 HH0554  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0554
 HH0554                          STATION DESCRIPTION
 HH0554
 HH0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0554'3.2 MI W FROM SYRACUSE.
 HH0554'ABOUT 3.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0554'RAILWAY FROM THE STATION AT SYRACUSE, HAMILTON COUNTY, AT
 HH0554'MILEAGE 457.20, 10 FEET EAST OF THE CENTER OF A PRIVATE-ROAD
 HH0554'CROSSING, AND 47 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A
 HH0554'STANDARD DISK, STAMPED H 32 1934 AND SET IN THE TOP OF A CONCRETE
 HH0554'POST.
 HH0554
 HH0554                          STATION RECOVERY (1986)
 HH0554
 HH0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0554'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1250 ***********************************************************************
 JE1250  DESIGNATION -  H 324
 JE1250  PID         -  JE1250
 JE1250  STATE/COUNTY-  KS/OSAGE
 JE1250  USGS QUAD   -  OSAGE CITY (1971)
 JE1250
 JE1250                         *CURRENT SURVEY CONTROL
 JE1250  ___________________________________________________________________
 JE1250* NAD 83(1986)-  38 41 43.     (N)    095 51 24.     (W)     SCALED    
 JE1250* NAVD 88     -       341.909  (meters)    1121.75   (feet)  ADJUSTED  
 JE1250  ___________________________________________________________________
 JE1250  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JE1250  DYNAMIC HT  -         341.672 (meters)    1120.97  (feet)  COMP
 JE1250  MODELED GRAV-     979,924.7   (mgal)                       NAVD 88
 JE1250
 JE1250  VERT ORDER  -  SECOND    CLASS 0
 JE1250
 JE1250.The horizontal coordinates were scaled from a topographic map and have
 JE1250.an estimated accuracy of +/- 6 seconds.
 JE1250
 JE1250.The orthometric height was determined by differential leveling
 JE1250.and adjusted by the National Geodetic Survey in June 1991..
 JE1250
 JE1250.The geoid height was determined by GEOID03.
 JE1250
 JE1250.The dynamic height is computed by dividing the NAVD 88
 JE1250.geopotential number by the normal gravity value computed on the
 JE1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1250.degrees latitude (g = 980.6199 gals.).
 JE1250
 JE1250.The modeled gravity was interpolated from observed gravity values.
 JE1250
 JE1250;                    North         East    Units  Estimated Accuracy
 JE1250;SPC KS S     -   628,420.      629,940.      MT  (+/- 180 meters Scaled)
 JE1250
 JE1250                          SUPERSEDED SURVEY CONTROL
 JE1250
 JE1250  NGVD 29 (??/??/92)  341.770  (m)         1121.29   (f) ADJ UNCH    2 0
 JE1250
 JE1250.Superseded values are not recommended for survey control.
 JE1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1250.See file dsdata.txt to determine how the superseded data were derived.
 JE1250
 JE1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC515868(NAD 83)
 JE1250_MARKER: DB = BENCH MARK DISK
 JE1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1250_STAMPING: H 324 1960
 JE1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1250+STABILITY: SURFACE MOTION
 JE1250
 JE1250  HISTORY     - Date     Condition        Report By
 JE1250  HISTORY     - 1960     MONUMENTED       CGS
 JE1250
 JE1250                          STATION DESCRIPTION
 JE1250
 JE1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1250'5.4 MI SW FROM BURLINGAME.
 JE1250'4.4 MILES SOUTH ALONG U.S. HIGHWAY 56 FROM THE JUNCTION OF STATE
 JE1250'HIGHWAY 31 AND U.S. HIGHWAY 56 AT BURLINGAME, THENCE 1.0 MILE
 JE1250'WEST ALONG DIRT ROAD, 18 FEET NORTH OF THE CENTER OF THE ROAD,
 JE1250'3 FEET SOUTH OF THE FENCE, 1.5 FEET SOUTH OF THE WITNESS POST,
 JE1250'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES,
 JE1250'ABOUT 3 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0085 ***********************************************************************
 KF0085  DESIGNATION -  H 325
 KF0085  PID         -  KF0085
 KF0085  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0085  USGS QUAD   -  WAMEGO (1978)
 KF0085
 KF0085                         *CURRENT SURVEY CONTROL
 KF0085  ___________________________________________________________________
 KF0085* NAD 83(1986)-  39 12 37.     (N)    096 18 40.     (W)     SCALED    
 KF0085* NAVD 88     -       308.460  (meters)    1012.01   (feet)  ADJUSTED  
 KF0085  ___________________________________________________________________
 KF0085  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 KF0085  DYNAMIC HT  -         308.258 (meters)    1011.34  (feet)  COMP
 KF0085  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 KF0085
 KF0085  VERT ORDER  -  SECOND    CLASS 0
 KF0085
 KF0085.The horizontal coordinates were scaled from a topographic map and have
 KF0085.an estimated accuracy of +/- 6 seconds.
 KF0085
 KF0085.The orthometric height was determined by differential leveling
 KF0085.and adjusted by the National Geodetic Survey in June 1991..
 KF0085
 KF0085.The geoid height was determined by GEOID03.
 KF0085
 KF0085.The dynamic height is computed by dividing the NAVD 88
 KF0085.geopotential number by the normal gravity value computed on the
 KF0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0085.degrees latitude (g = 980.6199 gals.).
 KF0085
 KF0085.The modeled gravity was interpolated from observed gravity values.
 KF0085
 KF0085;                    North         East    Units  Estimated Accuracy
 KF0085;SPC KS N     -    98,710.      545,850.      MT  (+/- 180 meters Scaled)
 KF0085
 KF0085                          SUPERSEDED SURVEY CONTROL
 KF0085
 KF0085  NGVD 29 (??/??/92)  308.347  (m)         1011.64   (f) ADJ UNCH    2 0
 KF0085
 KF0085.Superseded values are not recommended for survey control.
 KF0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0085.See file dsdata.txt to determine how the superseded data were derived.
 KF0085
 KF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ321435(NAD 83)
 KF0085_MARKER: DB = BENCH MARK DISK
 KF0085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0085_SP_SET: HEADWALL
 KF0085_STAMPING: H 325 1960
 KF0085_MARK LOGO: CGS   
 KF0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0085+STABILITY: SURFACE MOTION
 KF0085
 KF0085  HISTORY     - Date     Condition        Report By
 KF0085  HISTORY     - 1960     MONUMENTED       CGS
 KF0085  HISTORY     - 1961     GOOD             NGS
 KF0085  HISTORY     - 1986     GOOD             NGS
 KF0085  HISTORY     - 20050204 MARK NOT FOUND   GEOCAC
 KF0085
 KF0085                          STATION DESCRIPTION
 KF0085
 KF0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KF0085'1 MI N FROM WAMEGO.
 KF0085'FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE HIGHWAY 99 WHICH
 KF0085'IS JUST NORTH OF THE TOWN OF WAMEGO, GO WEST ON U.S. HIGHWAY
 KF0085'24 FOR 0.3 MILE, 81 FEET NORTH OF THE CENTER OF THE HIGHWAY, 11
 KF0085'FEET EAST OF THE CENTER OF A ROAD LEADING TO A FARM HOUSE, CEMENTED
 KF0085'IN THE CENTER OF THE EAST HEADWALL OF A LARGE CONCRETE BRIDGE
 KF0085'ABOUT LEVEL WITH THE ROAD.
 KF0085
 KF0085                          STATION RECOVERY (1986)
 KF0085
 KF0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0085'RECOVERED IN GOOD CONDITION.
 KF0085
 KF0085                          STATION RECOVERY (2005)
 KF0085
 KF0085'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0234 ***********************************************************************
 JF0234  DESIGNATION -  H 326
 JF0234  PID         -  JF0234
 JF0234  STATE/COUNTY-  KS/LYON
 JF0234  USGS QUAD   -  LANG (1979)
 JF0234
 JF0234                         *CURRENT SURVEY CONTROL
 JF0234  ___________________________________________________________________
 JF0234* NAD 83(1986)-  38 24 45.     (N)    096 03 22.     (W)     SCALED    
 JF0234* NAVD 88     -       334.329  (meters)    1096.88   (feet)  ADJUSTED  
 JF0234  ___________________________________________________________________
 JF0234  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 JF0234  DYNAMIC HT  -         334.086 (meters)    1096.08  (feet)  COMP
 JF0234  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 JF0234
 JF0234  VERT ORDER  -  SECOND    CLASS 0
 JF0234
 JF0234.The horizontal coordinates were scaled from a topographic map and have
 JF0234.an estimated accuracy of +/- 6 seconds.
 JF0234
 JF0234.The orthometric height was determined by differential leveling
 JF0234.and adjusted by the National Geodetic Survey in June 1991..
 JF0234
 JF0234.The geoid height was determined by GEOID03.
 JF0234
 JF0234.The dynamic height is computed by dividing the NAVD 88
 JF0234.geopotential number by the normal gravity value computed on the
 JF0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0234.degrees latitude (g = 980.6199 gals.).
 JF0234
 JF0234.The modeled gravity was interpolated from observed gravity values.
 JF0234
 JF0234;                    North         East    Units  Estimated Accuracy
 JF0234;SPC KS S     -   596,560.      613,420.      MT  (+/- 180 meters Scaled)
 JF0234
 JF0234                          SUPERSEDED SURVEY CONTROL
 JF0234
 JF0234  NGVD 29 (??/??/92)  334.179  (m)         1096.39   (f) ADJ UNCH    2 0
 JF0234
 JF0234.Superseded values are not recommended for survey control.
 JF0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0234.See file dsdata.txt to determine how the superseded data were derived.
 JF0234
 JF0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH570556(NAD 83)
 JF0234_MARKER: DD = SURVEY DISK
 JF0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0234_SP_SET: BRIDGE WALK
 JF0234_STAMPING: H 326 1974
 JF0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0234
 JF0234  HISTORY     - Date     Condition        Report By
 JF0234  HISTORY     - 1974     MONUMENTED       NGS
 JF0234
 JF0234                          STATION DESCRIPTION
 JF0234
 JF0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JF0234'4.6 MI E FROM EMPORIA.
 JF0234'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35
 JF0234'AND THE BUSINESS ROUTE OF U.S. HIGHWAY 50, WHICH IS ABOUT 2.5
 JF0234'MILES EAST OF DOWNTOWN EMPORIA, GO EAST ALONG U.S. HIGHWAY 50
 JF0234'FOR 4.6 MILES TO THE MARK SET IN THE TOP OF THE WEST END OF SOUTH
 JF0234'SIDEWALK OF A BRIDGE.  THE MARK IS 15.5 FEET SOUTH OF THE
 JF0234'CENTERLINE OF THE HIGHWAY, 9.0 FEET EAST OF THE WEST END OF
 JF0234'SIDEWALK AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1400 ***********************************************************************
 JE1400  DESIGNATION -  H 327
 JE1400  PID         -  JE1400
 JE1400  STATE/COUNTY-  KS/FRANKLIN
 JE1400  USGS QUAD   -  POMONA (1973)
 JE1400
 JE1400                         *CURRENT SURVEY CONTROL
 JE1400  ___________________________________________________________________
 JE1400* NAD 83(1986)-  38 30 34.     (N)    095 25 35.     (W)     SCALED    
 JE1400* NAVD 88     -       347.097  (meters)    1138.77   (feet)  ADJUSTED  
 JE1400  ___________________________________________________________________
 JE1400  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JE1400  DYNAMIC HT  -         346.851 (meters)    1137.96  (feet)  COMP
 JE1400  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 JE1400
 JE1400  VERT ORDER  -  SECOND    CLASS 0
 JE1400
 JE1400.The horizontal coordinates were scaled from a topographic map and have
 JE1400.an estimated accuracy of +/- 6 seconds.
 JE1400
 JE1400.The orthometric height was determined by differential leveling
 JE1400.and adjusted by the National Geodetic Survey in June 1991..
 JE1400
 JE1400.The geoid height was determined by GEOID03.
 JE1400
 JE1400.The dynamic height is computed by dividing the NAVD 88
 JE1400.geopotential number by the normal gravity value computed on the
 JE1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1400.degrees latitude (g = 980.6199 gals.).
 JE1400
 JE1400.The modeled gravity was interpolated from observed gravity values.
 JE1400
 JE1400;                    North         East    Units  Estimated Accuracy
 JE1400;SPC KS S     -   608,950.      668,030.      MT  (+/- 180 meters Scaled)
 JE1400
 JE1400                          SUPERSEDED SURVEY CONTROL
 JE1400
 JE1400  NGVD 29 (??/??/92)  346.960  (m)         1138.32   (f) ADJ UNCH    2 0
 JE1400
 JE1400.Superseded values are not recommended for survey control.
 JE1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1400.See file dsdata.txt to determine how the superseded data were derived.
 JE1400
 JE1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC884651(NAD 83)
 JE1400_MARKER: DB = BENCH MARK DISK
 JE1400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1400_SP_SET: OVERPASS
 JE1400_STAMPING: H 327 1974
 JE1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1400
 JE1400  HISTORY     - Date     Condition        Report By
 JE1400  HISTORY     - 1974     MONUMENTED       NGS
 JE1400
 JE1400                          STATION DESCRIPTION
 JE1400
 JE1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1400'3.0 MI E FROM WILLIAMSBURG.
 JE1400'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1400'STATE HIGHWAY 273 (EXIT NO 170), WHICH IS ABOUT 1 MILE NORTH OF
 JE1400'WILLIAMSBURG, GO EAST ALONG I-35 FOR 3.0 MILES TO THE MARK SET IN THE
 JE1400'TOP OF THE WEST END OF SOUTH HEADWALL OF A BOX CULVERT WHICH IS ALSO
 JE1400'USED FOR A CATTLE CROSSWALK UNDER I-35.  THE MARK IS 0.25 MILE EAST OF
 JE1400'A OVERPASS, 30.0 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE
 JE1400'OF HIGHWAY, 0.5 FOOT EAST OF THE WEST END OF HEADWALL AND IS ABOUT 2
 JE1400'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1343 ***********************************************************************
 JE1343  DESIGNATION -  H 328
 JE1343  PID         -  JE1343
 JE1343  STATE/COUNTY-  KS/JOHNSON
 JE1343  USGS QUAD   -  GARDNER (1991)
 JE1343
 JE1343                         *CURRENT SURVEY CONTROL
 JE1343  ___________________________________________________________________
 JE1343* NAD 83(1986)-  38 45 35.     (N)    094 57 58.     (W)     SCALED    
 JE1343* NAVD 88     -       301.014  (meters)     987.58   (feet)  ADJUSTED  
 JE1343  ___________________________________________________________________
 JE1343  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE1343  DYNAMIC HT  -         300.810 (meters)     986.91  (feet)  COMP
 JE1343  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 JE1343
 JE1343  VERT ORDER  -  SECOND    CLASS 0
 JE1343
 JE1343.The horizontal coordinates were scaled from a topographic map and have
 JE1343.an estimated accuracy of +/- 6 seconds.
 JE1343
 JE1343.The orthometric height was determined by differential leveling
 JE1343.and adjusted by the National Geodetic Survey in June 1991..
 JE1343
 JE1343.The geoid height was determined by GEOID03.
 JE1343
 JE1343.The dynamic height is computed by dividing the NAVD 88
 JE1343.geopotential number by the normal gravity value computed on the
 JE1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1343.degrees latitude (g = 980.6199 gals.).
 JE1343
 JE1343.The modeled gravity was interpolated from observed gravity values.
 JE1343
 JE1343;                    North         East    Units  Estimated Accuracy
 JE1343;SPC KS N     -    51,750.      663,650.      MT  (+/- 180 meters Scaled)
 JE1343
 JE1343                          SUPERSEDED SURVEY CONTROL
 JE1343
 JE1343  NGVD 29 (??/??/92)  300.891  (m)          987.17   (f) ADJ UNCH    2 0
 JE1343
 JE1343.Superseded values are not recommended for survey control.
 JE1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1343.See file dsdata.txt to determine how the superseded data were derived.
 JE1343
 JE1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC291919(NAD 83)
 JE1343_MARKER: DB = BENCH MARK DISK
 JE1343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1343_SP_SET: PIER
 JE1343_STAMPING: H 328 1974
 JE1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1343
 JE1343  HISTORY     - Date     Condition        Report By
 JE1343  HISTORY     - 1974     MONUMENTED       NGS
 JE1343
 JE1343                          STATION DESCRIPTION
 JE1343
 JE1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1343'7.65 MI NE FROM WELLSVILLE.
 JE1343'ABOUT 7.65 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1343'JUNCTION WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE SOUTH OF
 JE1343'WELLSVILLE, 43.0 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST
 JE1343'BOUND LANE OF HIGHWAY, 40.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 JE1343'NORTHEAST BOUND LANE OF HIGHWAY AND 2.5 FEET ABOVE THE GROUND.  SET
 JE1343'VERTICALLY IN THE SOUTH FACE OF THE CENTER PIER OF A OVERPASS AND IS
 JE1343'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0579 ***********************************************************************
 HH0579  DESIGNATION -  H 33
 HH0579  PID         -  HH0579
 HH0579  STATE/COUNTY-  KS/FINNEY
 HH0579  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0579
 HH0579                         *CURRENT SURVEY CONTROL
 HH0579  ___________________________________________________________________
 HH0579* NAD 83(1986)-  37 58 47.     (N)    100 57 28.     (W)     SCALED    
 HH0579* NAVD 88     -       875.800  (meters)    2873.35   (feet)  ADJUSTED  
 HH0579  ___________________________________________________________________
 HH0579  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 HH0579  DYNAMIC HT  -         875.019 (meters)    2870.79  (feet)  COMP
 HH0579  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 HH0579
 HH0579  VERT ORDER  -  FIRST     CLASS II
 HH0579
 HH0579.The horizontal coordinates were scaled from a topographic map and have
 HH0579.an estimated accuracy of +/- 6 seconds.
 HH0579
 HH0579.The orthometric height was determined by differential leveling
 HH0579.and adjusted by the National Geodetic Survey in June 1991..
 HH0579.WARNING-Repeat measurements at this control monument indicate possible
 HH0579.vertical movement.
 HH0579
 HH0579.The geoid height was determined by GEOID03.
 HH0579
 HH0579.The dynamic height is computed by dividing the NAVD 88
 HH0579.geopotential number by the normal gravity value computed on the
 HH0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0579.degrees latitude (g = 980.6199 gals.).
 HH0579
 HH0579.The modeled gravity was interpolated from observed gravity values.
 HH0579
 HH0579;                    North         East    Units  Estimated Accuracy
 HH0579;SPC KS S     -   548,580.      184,110.      MT  (+/- 180 meters Scaled)
 HH0579
 HH0579                          SUPERSEDED SURVEY CONTROL
 HH0579
 HH0579  NGVD 29 (??/??/92)  875.427  (m)         2872.13   (f) ADJ UNCH    1 2
 HH0579
 HH0579.Superseded values are not recommended for survey control.
 HH0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0579.See file dsdata.txt to determine how the superseded data were derived.
 HH0579
 HH0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH280053(NAD 83)
 HH0579_MARKER: DB = BENCH MARK DISK
 HH0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0579_SP_SET: CONCRETE POST
 HH0579_STAMPING: H 33 1934
 HH0579_MARK LOGO: CGS   
 HH0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0579+STABILITY: SURFACE MOTION
 HH0579
 HH0579  HISTORY     - Date     Condition        Report By
 HH0579  HISTORY     - 1934     MONUMENTED       CGS
 HH0579  HISTORY     - 1986     GOOD             NGS
 HH0579
 HH0579                          STATION DESCRIPTION
 HH0579
 HH0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0579'2.6 KM (1.60 MI) EAST FROM HOLCOMB.
 HH0579'ABOUT 1.6 MI EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HH0579'HOLCOMB, 37 FT WEST OF THE CENTER OF A PRIVATE ROAD CROSSING, ABOUT
 HH0579'80 FT NORTH OF THE CENTER LINE OF A COUNTY ROAD PARALLELING THE
 HH0579'TRACK, AND 48 FT NORTH OF THE CENTER LINE OF THE TRACK.
 HH0579
 HH0579                          STATION RECOVERY (1986)
 HH0579
 HH0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0579'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 HH0579'ADD--0.16 KM (0.1 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 HH0579'HOLCOMB, THENCE 2.9 KM (1.8 MI) EAST ALONG RAILROAD AVENUE, AT A
 HH0579'GRAVEL ROAD LEADING NORTH.
 HH0579'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0482 ***********************************************************************
 KF0482  DESIGNATION -  H 331
 KF0482  PID         -  KF0482
 KF0482  STATE/COUNTY-  KS/OTTAWA
 KF0482  USGS QUAD   -  MINNEAPOLIS SOUTH (1980)
 KF0482
 KF0482                         *CURRENT SURVEY CONTROL
 KF0482  ___________________________________________________________________
 KF0482* NAD 83(1986)-  39 06 13.     (N)    097 40 41.     (W)     SCALED    
 KF0482* NAVD 88     -       379.543  (meters)    1245.22   (feet)  ADJUSTED  
 KF0482  ___________________________________________________________________
 KF0482  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 KF0482  DYNAMIC HT  -         379.297 (meters)    1244.41  (feet)  COMP
 KF0482  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 KF0482
 KF0482  VERT ORDER  -  SECOND    CLASS 0
 KF0482
 KF0482.The horizontal coordinates were scaled from a topographic map and have
 KF0482.an estimated accuracy of +/- 6 seconds.
 KF0482
 KF0482.The orthometric height was determined by differential leveling
 KF0482.and adjusted by the National Geodetic Survey in June 1991..
 KF0482
 KF0482.The geoid height was determined by GEOID03.
 KF0482
 KF0482.The dynamic height is computed by dividing the NAVD 88
 KF0482.geopotential number by the normal gravity value computed on the
 KF0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0482.degrees latitude (g = 980.6199 gals.).
 KF0482
 KF0482.The modeled gravity was interpolated from observed gravity values.
 KF0482
 KF0482;                    North         East    Units  Estimated Accuracy
 KF0482;SPC KS N     -    85,560.      427,850.      MT  (+/- 180 meters Scaled)
 KF0482
 KF0482                          SUPERSEDED SURVEY CONTROL
 KF0482
 KF0482  NGVD 29 (??/??/92)  379.434  (m)         1244.86   (f) ADJ UNCH    2 0
 KF0482
 KF0482.Superseded values are not recommended for survey control.
 KF0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0482.See file dsdata.txt to determine how the superseded data were derived.
 KF0482
 KF0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ143291(NAD 83)
 KF0482_MARKER: DB = BENCH MARK DISK
 KF0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0482_STAMPING: H 331 1960
 KF0482_MARK LOGO: CGS   
 KF0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0482+STABILITY: SURFACE MOTION
 KF0482
 KF0482  HISTORY     - Date     Condition        Report By
 KF0482  HISTORY     - 1960     MONUMENTED       CGS
 KF0482  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 KF0482  HISTORY     - 19890301 GOOD             KSDT
 KF0482
 KF0482                          STATION DESCRIPTION
 KF0482
 KF0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0482'0.7 MI N FROM LINDSEY.
 KF0482'0.7 MILE NORTH ALONG THE OLD SECTION OF U.S. HIGHWAY FROM THE
 KF0482'CROSSING OF THE UNION PACIFIC RAILROAD AT LINDSEY TO THE JUNCTION
 KF0482'AT A T-INTERSECTION WITH GRAVEL ROAD TO EAST, 182 FEET EAST FROM
 KF0482'CENTER LINE OF THE HIGHWAY, 37.6 FEET NORTH FROM CENTER OF GRAVEL
 KF0482'ROAD, 6 FEET WEST FROM TELEPHONE POLE, 1.8 FEET SOUTH OF FENCE,
 KF0482'SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE
 KF0482'GROUND ABOUT LEVEL WITH THE GRAVEL ROAD, AND 2.2 FEET NORTH FROM
 KF0482'A METAL WITNESS POST WITH SIGN.
 KF0482
 KF0482                          STATION RECOVERY (1989)
 KF0482
 KF0482'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRL)
 KF0482'MARK NOT FOUND.
 KF0482
 KF0482                          STATION RECOVERY (1989)
 KF0482
 KF0482'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0482'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0513 ***********************************************************************
 KF0513  DESIGNATION -  H 332
 KF0513  PID         -  KF0513
 KF0513  STATE/COUNTY-  KS/LINCOLN
 KF0513  USGS QUAD   -  TESCOTT (1965)
 KF0513
 KF0513                         *CURRENT SURVEY CONTROL
 KF0513  ___________________________________________________________________
 KF0513* NAD 83(1986)-  39 00 48.     (N)    097 59 40.     (W)     SCALED    
 KF0513* NAVD 88     -       403.535  (meters)    1323.93   (feet)  ADJUSTED  
 KF0513  ___________________________________________________________________
 KF0513  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 KF0513  DYNAMIC HT  -         403.261 (meters)    1323.03  (feet)  COMP
 KF0513  MODELED GRAV-     979,936.8   (mgal)                       NAVD 88
 KF0513
 KF0513  VERT ORDER  -  SECOND    CLASS 0
 KF0513
 KF0513.The horizontal coordinates were scaled from a topographic map and have
 KF0513.an estimated accuracy of +/- 6 seconds.
 KF0513
 KF0513.The orthometric height was determined by differential leveling
 KF0513.and adjusted by the National Geodetic Survey in June 1991..
 KF0513
 KF0513.The geoid height was determined by GEOID03.
 KF0513
 KF0513.The dynamic height is computed by dividing the NAVD 88
 KF0513.geopotential number by the normal gravity value computed on the
 KF0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0513.degrees latitude (g = 980.6199 gals.).
 KF0513
 KF0513.The modeled gravity was interpolated from observed gravity values.
 KF0513
 KF0513;                    North         East    Units  Estimated Accuracy
 KF0513;SPC KS N     -    75,490.      400,480.      MT  (+/- 180 meters Scaled)
 KF0513
 KF0513                          SUPERSEDED SURVEY CONTROL
 KF0513
 KF0513  NGVD 29 (??/??/92)  403.403  (m)         1323.50   (f) ADJ UNCH    2 0
 KF0513
 KF0513.Superseded values are not recommended for survey control.
 KF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0513.See file dsdata.txt to determine how the superseded data were derived.
 KF0513
 KF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ870187(NAD 83)
 KF0513_MARKER: Z = SEE DESCRIPTION
 KF0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0513_STAMPING: H 332 1961
 KF0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0513+STABILITY: SURFACE MOTION
 KF0513
 KF0513  HISTORY     - Date     Condition        Report By
 KF0513  HISTORY     - 1961     MONUMENTED       CGS
 KF0513
 KF0513                          STATION DESCRIPTION
 KF0513
 KF0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KF0513'1 MI W FROM BEVERLY.
 KF0513'1.0 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0513'AT BEVERLY, 39.4 FEET NORTH OF THE NORTH RAIL, 7.2 FEET EAST
 KF0513'OF RIGHT-OF-WAY FENCE, 4.8 FEET NORTHWEST OF A TELEPHONE POLE, 2.4
 KF0513'FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN THE TOP
 KF0513'OF A CYLINDRICAL CONCRETE POST PROJECTING 8 INCHES AND ABOUT
 KF0513'3 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1060 ***********************************************************************
 HF1060  DESIGNATION -  H 334
 HF1060  PID         -  HF1060
 HF1060  STATE/COUNTY-  KS/BUTLER
 HF1060  USGS QUAD   -  DE GRAFF (1961)
 HF1060
 HF1060                         *CURRENT SURVEY CONTROL
 HF1060  ___________________________________________________________________
 HF1060* NAD 83(1986)-  37 59 52.     (N)    096 52 11.     (W)     SCALED    
 HF1060* NAVD 88     -       427.750  (meters)    1403.38   (feet)  ADJUSTED  
 HF1060  ___________________________________________________________________
 HF1060  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HF1060  DYNAMIC HT  -         427.421 (meters)    1402.30  (feet)  COMP
 HF1060  MODELED GRAV-     979,846.0   (mgal)                       NAVD 88
 HF1060
 HF1060  VERT ORDER  -  SECOND    CLASS 0
 HF1060
 HF1060.The horizontal coordinates were scaled from a topographic map and have
 HF1060.an estimated accuracy of +/- 6 seconds.
 HF1060
 HF1060.The orthometric height was determined by differential leveling
 HF1060.and adjusted by the National Geodetic Survey in June 1991..
 HF1060
 HF1060.The geoid height was determined by GEOID03.
 HF1060
 HF1060.The dynamic height is computed by dividing the NAVD 88
 HF1060.geopotential number by the normal gravity value computed on the
 HF1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1060.degrees latitude (g = 980.6199 gals.).
 HF1060
 HF1060.The modeled gravity was interpolated from observed gravity values.
 HF1060
 HF1060;                    North         East    Units  Estimated Accuracy
 HF1060;SPC KS S     -   548,990.      543,180.      MT  (+/- 180 meters Scaled)
 HF1060
 HF1060                          SUPERSEDED SURVEY CONTROL
 HF1060
 HF1060  NGVD 29 (??/??/92)  427.608  (m)         1402.91   (f) ADJ UNCH    2 0
 HF1060
 HF1060.Superseded values are not recommended for survey control.
 HF1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1060.See file dsdata.txt to determine how the superseded data were derived.
 HF1060
 HF1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH870077(NAD 83)
 HF1060_MARKER: DB = BENCH MARK DISK
 HF1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1060_STAMPING: H 334 1962
 HF1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1060+STABILITY: SURFACE MOTION
 HF1060
 HF1060  HISTORY     - Date     Condition        Report By
 HF1060  HISTORY     - 1962     MONUMENTED       CGS
 HF1060  HISTORY     - 20060613 MARK NOT FOUND   INDIV
 HF1060
 HF1060                          STATION DESCRIPTION
 HF1060
 HF1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF1060'1.4 MI N FROM DE GRAFF.
 HF1060'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT DE GRAFF,
 HF1060'THENCE 0.2 MILE WEST ALONG A BLACKTOP ROAD, THENCE 0.9 MILE NORTH
 HF1060'ALONG A GRAVEL ROAD, 28.2 FEET EAST OF THE CENTER OF THE ROAD,
 HF1060'2.7 FEET NORTH OF A METAL WITNESS POST, 1.7 FEET SOUTH OF A POWER
 HF1060'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET
 HF1060'ABOVE THE GROUND.
 HF1060
 HF1060                          STATION RECOVERY (2006)
 HF1060
 HF1060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HF1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0613 ***********************************************************************
 HF0613  DESIGNATION -  H 336
 HF0613  PID         -  HF0613
 HF0613  STATE/COUNTY-  KS/COWLEY
 HF0613  USGS QUAD   -  OXFORD (1965)
 HF0613
 HF0613                         *CURRENT SURVEY CONTROL
 HF0613  ___________________________________________________________________
 HF0613* NAD 83(1986)-  37 15 20.     (N)    097 07 39.     (W)     SCALED    
 HF0613* NAVD 88     -       348.245  (meters)    1142.53   (feet)  ADJUSTED  
 HF0613  ___________________________________________________________________
 HF0613  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HF0613  DYNAMIC HT  -         347.961 (meters)    1141.60  (feet)  COMP
 HF0613  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 HF0613
 HF0613  VERT ORDER  -  SECOND    CLASS 0
 HF0613
 HF0613.The horizontal coordinates were scaled from a topographic map and have
 HF0613.an estimated accuracy of +/- 6 seconds.
 HF0613
 HF0613.The orthometric height was determined by differential leveling
 HF0613.and adjusted by the National Geodetic Survey in June 1991..
 HF0613
 HF0613.The geoid height was determined by GEOID03.
 HF0613
 HF0613.The dynamic height is computed by dividing the NAVD 88
 HF0613.geopotential number by the normal gravity value computed on the
 HF0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0613.degrees latitude (g = 980.6199 gals.).
 HF0613
 HF0613.The modeled gravity was interpolated from observed gravity values.
 HF0613
 HF0613;                    North         East    Units  Estimated Accuracy
 HF0613;SPC KS S     -   466,250.      521,750.      MT  (+/- 180 meters Scaled)
 HF0613
 HF0613                          SUPERSEDED SURVEY CONTROL
 HF0613
 HF0613  NGVD 29 (??/??/92)  348.134  (m)         1142.17   (f) ADJ UNCH    2 0
 HF0613
 HF0613.Superseded values are not recommended for survey control.
 HF0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0613.See file dsdata.txt to determine how the superseded data were derived.
 HF0613
 HF0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG660248(NAD 83)
 HF0613_MARKER: DB = BENCH MARK DISK
 HF0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0613_STAMPING: H 336 1962
 HF0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0613+STABILITY: SURFACE MOTION
 HF0613
 HF0613  HISTORY     - Date     Condition        Report By
 HF0613  HISTORY     - 1962     MONUMENTED       CGS
 HF0613
 HF0613                          STATION DESCRIPTION
 HF0613
 HF0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0613'2.7 MI E FROM OXFORD.
 HF0613'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0613'THENCE 2.7 MILE EAST ALONG U.S. HIGHWAY 160, 67.6 FEET SOUTH
 HF0613'OF THE CENTERLINE OF THE HIGHWAY, 11.5 FEET WEST OF A FENCE
 HF0613'CORNER, 2.0 FEET SOUTH OF A FENCE LINE, 2.0 FEET SOUTH OF A
 HF0613'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0613'PROJECTS 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0658 ***********************************************************************
 HF0658  DESIGNATION -  H 337
 HF0658  PID         -  HF0658
 HF0658  STATE/COUNTY-  KS/SUMNER
 HF0658  USGS QUAD   -  ROME (1965)
 HF0658
 HF0658                         *CURRENT SURVEY CONTROL
 HF0658  ___________________________________________________________________
 HF0658* NAD 83(1986)-  37 11 17.     (N)    097 23 35.     (W)     SCALED    
 HF0658* NAVD 88     -       374.919  (meters)    1230.05   (feet)  ADJUSTED  
 HF0658  ___________________________________________________________________
 HF0658  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0658  DYNAMIC HT  -         374.612 (meters)    1229.04  (feet)  COMP
 HF0658  MODELED GRAV-     979,801.2   (mgal)                       NAVD 88
 HF0658
 HF0658  VERT ORDER  -  SECOND    CLASS 0
 HF0658
 HF0658.The horizontal coordinates were scaled from a topographic map and have
 HF0658.an estimated accuracy of +/- 6 seconds.
 HF0658
 HF0658.The orthometric height was determined by differential leveling
 HF0658.and adjusted by the National Geodetic Survey in June 1991..
 HF0658
 HF0658.The geoid height was determined by GEOID03.
 HF0658
 HF0658.The dynamic height is computed by dividing the NAVD 88
 HF0658.geopotential number by the normal gravity value computed on the
 HF0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0658.degrees latitude (g = 980.6199 gals.).
 HF0658
 HF0658.The modeled gravity was interpolated from observed gravity values.
 HF0658
 HF0658;                    North         East    Units  Estimated Accuracy
 HF0658;SPC KS S     -   458,450.      498,290.      MT  (+/- 180 meters Scaled)
 HF0658
 HF0658                          SUPERSEDED SURVEY CONTROL
 HF0658
 HF0658  NGVD 29 (??/??/92)  374.801  (m)         1229.66   (f) ADJ UNCH    2 0
 HF0658
 HF0658.Superseded values are not recommended for survey control.
 HF0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0658.See file dsdata.txt to determine how the superseded data were derived.
 HF0658
 HF0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG426169(NAD 83)
 HF0658_MARKER: DB = BENCH MARK DISK
 HF0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0658_STAMPING: H 337 1962
 HF0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0658+STABILITY: SURFACE MOTION
 HF0658
 HF0658  HISTORY     - Date     Condition        Report By
 HF0658  HISTORY     - 1962     MONUMENTED       CGS
 HF0658
 HF0658                          STATION DESCRIPTION
 HF0658
 HF0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0658'1.7 MI N FROM ROME.
 HF0658'1.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0658'FROM THE STATION SIGN AT ROME, AT A ROAD CROSSING, 41 FEET WEST
 HF0658'OF THE WEST RAIL, 37 FEET NORTH OF THE CENTER OF THE ROAD, 1.9
 HF0658'FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 HF0658'POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1117 ***********************************************************************
 JF1117  DESIGNATION -  H 338
 JF1117  PID         -  JF1117
 JF1117  STATE/COUNTY-  KS/SALINE
 JF1117  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1117
 JF1117                         *CURRENT SURVEY CONTROL
 JF1117  ___________________________________________________________________
 JF1117* NAD 83(1986)-  38 53 08.     (N)    097 35 10.     (W)     SCALED    
 JF1117* NAVD 88     -       374.312  (meters)    1228.06   (feet)  ADJUSTED  
 JF1117  ___________________________________________________________________
 JF1117  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1117  DYNAMIC HT  -         374.064 (meters)    1227.24  (feet)  COMP
 JF1117  MODELED GRAV-     979,952.8   (mgal)                       NAVD 88
 JF1117
 JF1117  VERT ORDER  -  FIRST     CLASS II
 JF1117
 JF1117.The horizontal coordinates were scaled from a topographic map and have
 JF1117.an estimated accuracy of +/- 6 seconds.
 JF1117
 JF1117.The orthometric height was determined by differential leveling
 JF1117.and adjusted by the National Geodetic Survey in June 1991..
 JF1117
 JF1117.The geoid height was determined by GEOID03.
 JF1117
 JF1117.The dynamic height is computed by dividing the NAVD 88
 JF1117.geopotential number by the normal gravity value computed on the
 JF1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1117.degrees latitude (g = 980.6199 gals.).
 JF1117
 JF1117.The modeled gravity was interpolated from observed gravity values.
 JF1117
 JF1117;                    North         East    Units  Estimated Accuracy
 JF1117;SPC KS N     -    61,390.      435,910.      MT  (+/- 180 meters Scaled)
 JF1117
 JF1117                          SUPERSEDED SURVEY CONTROL
 JF1117
 JF1117  NGVD 29 (??/??/92)  374.216  (m)         1227.74   (f) ADJ UNCH    1 2
 JF1117
 JF1117.Superseded values are not recommended for survey control.
 JF1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1117.See file dsdata.txt to determine how the superseded data were derived.
 JF1117
 JF1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ226050(NAD 83)
 JF1117_MARKER: DB = BENCH MARK DISK
 JF1117_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JF1117_SP_SET: BRIDGE GUARDRAIL BASE
 JF1117_STAMPING: H 338 1970
 JF1117_MARK LOGO: CGS   
 JF1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1117
 JF1117  HISTORY     - Date     Condition        Report By
 JF1117  HISTORY     - 1970     MONUMENTED       NGS
 JF1117  HISTORY     - 1986     GOOD             NGS
 JF1117
 JF1117                          STATION DESCRIPTION
 JF1117
 JF1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1117'1.6 MI E FROM SALINA.
 JF1117'ABOUT 1.6 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF1117'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, ABOUT 0.5 MILE NORTHEAST
 JF1117'OF THE OHIO STREET OVERPASS, SET IN TOP OF THE NORTHEAST END OF
 JF1117'THE NORTHWEST CONCRETE GUARDRAIL BASE FOR THE EASTBOUND LANE OF
 JF1117'HIGHWAY BRIDGE OVER SALINE RIVER, 15 1/2 FEET NORTHWEST OF THE
 JF1117'CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, AND ABOUT 1
 JF1117'FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 30, T 13 S,
 JF1117'R 2 W.
 JF1117
 JF1117                          STATION RECOVERY (1986)
 JF1117
 JF1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1161 ***********************************************************************
 JF1161  DESIGNATION -  H 339 RESET
 JF1161  PID         -  JF1161
 JF1161  STATE/COUNTY-  KS/SALINE
 JF1161  USGS QUAD   -  ASSARIA (1978)
 JF1161
 JF1161                         *CURRENT SURVEY CONTROL
 JF1161  ___________________________________________________________________
 JF1161* NAD 83(1986)-  38 38 53.     (N)    097 37 16.     (W)     SCALED    
 JF1161* NAVD 88     -       400.211  (meters)    1313.03   (feet)  ADJUSTED  
 JF1161  ___________________________________________________________________
 JF1161  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF1161  DYNAMIC HT  -         399.933 (meters)    1312.11  (feet)  COMP
 JF1161  MODELED GRAV-     979,919.9   (mgal)                       NAVD 88
 JF1161
 JF1161  VERT ORDER  -  FIRST     CLASS II
 JF1161
 JF1161.The horizontal coordinates were scaled from a topographic map and have
 JF1161.an estimated accuracy of +/- 6 seconds.
 JF1161
 JF1161.The orthometric height was determined by differential leveling
 JF1161.and adjusted by the National Geodetic Survey in June 1991..
 JF1161
 JF1161.The geoid height was determined by GEOID03.
 JF1161
 JF1161.The dynamic height is computed by dividing the NAVD 88
 JF1161.geopotential number by the normal gravity value computed on the
 JF1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1161.degrees latitude (g = 980.6199 gals.).
 JF1161
 JF1161.The modeled gravity was interpolated from observed gravity values.
 JF1161
 JF1161;                    North         East    Units  Estimated Accuracy
 JF1161;SPC KS N     -    35,010.      432,980.      MT  (+/- 180 meters Scaled)
 JF1161
 JF1161                          SUPERSEDED SURVEY CONTROL
 JF1161
 JF1161  NGVD 29 (??/??/??)  400.10   (m)         1312.7    (f) RESET       3  
 JF1161
 JF1161.Superseded values are not recommended for survey control.
 JF1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1161.See file dsdata.txt to determine how the superseded data were derived.
 JF1161
 JF1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH199786(NAD 83)
 JF1161_MARKER: DB = BENCH MARK DISK
 JF1161_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1161_SP_SET: HEADWALL
 JF1161_STAMPING: H 339 RESET 1971
 JF1161_MARK LOGO: CGS   
 JF1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1161+STABILITY: SURFACE MOTION
 JF1161
 JF1161  HISTORY     - Date     Condition        Report By
 JF1161  HISTORY     - 1971     MONUMENTED       KSHC
 JF1161  HISTORY     - 1986     GOOD             NGS
 JF1161
 JF1161                          STATION DESCRIPTION
 JF1161
 JF1161'DESCRIBED BY KS HIGHWAY COMM 1971
 JF1161'13.6 MI S FROM SALINA.
 JF1161'ABOUT 13.65 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1161'OVERPASS OVER THE UNION PACIFIC RAILROAD AT SALINA, 20 YARDS
 JF1161'NORTH OF HIGHWAY MILEPOST 79, SET IN THE TOP OF THE SOUTH END
 JF1161'OF THE WEST CONCRETE HEADWALL OF A TWO-CHANNEL 15 FOOT BOX CULVERT
 JF1161'WHICH EXTENDS BENEATH BOTH LANES OF THE HIGHWAY, 37.5 FEET WEST
 JF1161'OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY,
 JF1161'0.8 OF A FOOT NORTH OF THE SOUTH END OF THE HEADWALL AND ABOUT
 JF1161'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 JF1161
 JF1161                          STATION RECOVERY (1986)
 JF1161
 JF1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0046 ***********************************************************************
 HH0046  DESIGNATION -  H 34
 HH0046  PID         -  HH0046
 HH0046  STATE/COUNTY-  KS/FORD
 HH0046  USGS QUAD   -  DODGE CITY SW (1984)
 HH0046
 HH0046                         *CURRENT SURVEY CONTROL
 HH0046  ___________________________________________________________________
 HH0046* NAD 83(1986)-  37 46 27.     (N)    100 09 15.     (W)     SCALED    
 HH0046* NAVD 88     -       774.149  (meters)    2539.85   (feet)  ADJUSTED  
 HH0046  ___________________________________________________________________
 HH0046  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 HH0046  DYNAMIC HT  -         773.482 (meters)    2537.67  (feet)  COMP
 HH0046  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 HH0046
 HH0046  VERT ORDER  -  FIRST     CLASS II
 HH0046
 HH0046.The horizontal coordinates were scaled from a topographic map and have
 HH0046.an estimated accuracy of +/- 6 seconds.
 HH0046
 HH0046.The orthometric height was determined by differential leveling
 HH0046.and adjusted by the National Geodetic Survey in June 1991..
 HH0046.WARNING-Repeat measurements at this control monument indicate possible
 HH0046.vertical movement.
 HH0046
 HH0046.The geoid height was determined by GEOID03.
 HH0046
 HH0046.The dynamic height is computed by dividing the NAVD 88
 HH0046.geopotential number by the normal gravity value computed on the
 HH0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0046.degrees latitude (g = 980.6199 gals.).
 HH0046
 HH0046.The modeled gravity was interpolated from observed gravity values.
 HH0046
 HH0046;                    North         East    Units  Estimated Accuracy
 HH0046;SPC KS S     -   524,210.      254,280.      MT  (+/- 180 meters Scaled)
 HH0046
 HH0046                          SUPERSEDED SURVEY CONTROL
 HH0046
 HH0046  NGVD 29 (??/??/92)  773.823  (m)         2538.78   (f) ADJ UNCH    1 2
 HH0046
 HH0046.Superseded values are not recommended for survey control.
 HH0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0046.See file dsdata.txt to determine how the superseded data were derived.
 HH0046
 HH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG983813(NAD 83)
 HH0046_MARKER: DB = BENCH MARK DISK
 HH0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0046_SP_SET: CONCRETE POST
 HH0046_STAMPING: H 34 1934
 HH0046_MARK LOGO: CGS   
 HH0046_PROJECTION: PROJECTING 40 CENTIMETERS
 HH0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0046+STABILITY: SURFACE MOTION
 HH0046
 HH0046  HISTORY     - Date     Condition        Report By
 HH0046  HISTORY     - 1934     MONUMENTED       CGS
 HH0046  HISTORY     - 1986     POOR             NGS
 HH0046
 HH0046                          STATION DESCRIPTION
 HH0046
 HH0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0046'7.9 MI W FROM DODGE CITY.
 HH0046'ABOUT 7.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0046'RAILWAY FROM THE STATION AT DODGE CITY, FORD COUNTY, ABOUT 1/4
 HH0046'MILE WEST OF MILEPOST 360, 11 FEET EAST OF THE CENTER OF A ROAD
 HH0046'CROSSING, 45 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK,
 HH0046'AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD
 HH0046'DISK, STAMPED H 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0046
 HH0046                          STATION RECOVERY (1986)
 HH0046
 HH0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0046'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  12.33 KM (7.7
 HH0046'MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US HIGHWAYS 56 AND
 HH0046'283 AT DODGE CITY, IN THE SOUTH CORNER OF THE JUNCTION OF A DIRT ROAD
 HH0046'CROSSING THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 0.8 KM (0.5 MI)
 HH0046'EAST OF MILEPOST 112, 48.0 METERS (157.5 FT) SOUTHWEST ACROSS THE
 HH0046'TRACKS FROM THE HIGHWAY CENTERLINE, 17.4 METERS (47.5 FT) SOUTHEAST OF
 HH0046'BENCH MARK C 353, 13.7 METERS (45 FT) SOUTHWEST OF THE SOUTHWEST RAIL,
 HH0046'1 METERS (36 FT) SOUTHEAST OF THE CENTER OF THE ROAD AND 0.9 METER
 HH0046'( FT) EAST OF THE SOUTHEAST END OF A WIRE GATE.  NOTE--BENCH MARK IS
 HH0046'ERODING OUT OF THE GROUND.
 HH0046'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 HH0046'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0940 ***********************************************************************
 JF0940  DESIGNATION -  H 340
 JF0940  PID         -  JF0940
 JF0940  STATE/COUNTY-  KS/MCPHERSON
 JF0940  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0940
 JF0940                         *CURRENT SURVEY CONTROL
 JF0940  ___________________________________________________________________
 JF0940* NAD 83(1986)-  38 22 35.     (N)    097 37 49.     (W)     SCALED    
 JF0940* NAVD 88     -       454.695  (meters)    1491.78   (feet)  ADJUSTED  
 JF0940  ___________________________________________________________________
 JF0940  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF0940  DYNAMIC HT  -         454.366 (meters)    1490.70  (feet)  COMP
 JF0940  MODELED GRAV-     979,891.7   (mgal)                       NAVD 88
 JF0940
 JF0940  VERT ORDER  -  SECOND    CLASS 0
 JF0940
 JF0940.The horizontal coordinates were scaled from a topographic map and have
 JF0940.an estimated accuracy of +/- 6 seconds.
 JF0940
 JF0940.The orthometric height was determined by differential leveling
 JF0940.and adjusted by the National Geodetic Survey in June 1991..
 JF0940
 JF0940.The geoid height was determined by GEOID03.
 JF0940
 JF0940.The dynamic height is computed by dividing the NAVD 88
 JF0940.geopotential number by the normal gravity value computed on the
 JF0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0940.degrees latitude (g = 980.6199 gals.).
 JF0940
 JF0940.The modeled gravity was interpolated from observed gravity values.
 JF0940
 JF0940;                    North         East    Units  Estimated Accuracy
 JF0940;SPC KS S     -   590,110.      475,990.      MT  (+/- 180 meters Scaled)
 JF0940
 JF0940                          SUPERSEDED SURVEY CONTROL
 JF0940
 JF0940  NGVD 29 (??/??/92)  454.531  (m)         1491.24   (f) ADJ UNCH    2 0
 JF0940
 JF0940.Superseded values are not recommended for survey control.
 JF0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0940.See file dsdata.txt to determine how the superseded data were derived.
 JF0940
 JF0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH196484(NAD 83)
 JF0940_MARKER: DB = BENCH MARK DISK
 JF0940_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0940_SP_SET: GUARDRAIL BASE
 JF0940_STAMPING: H 340 1970
 JF0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0940
 JF0940  HISTORY     - Date     Condition        Report By
 JF0940  HISTORY     - 1970     MONUMENTED       NGS
 JF0940
 JF0940                          STATION DESCRIPTION
 JF0940
 JF0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0940'AT MC PHERSON.
 JF0940'ABOUT 0.4 MILE NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE HIGHWAY
 JF0940'OVERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, THENCE 0.5 MILE WEST
 JF0940'ALONG E. FIRST STREET WHICH IS OLD U.S. HIGHWAY 56, OR ABOUT 1.5
 JF0940'MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0940'FROM THE STATION AT MC PHERSON, THENCE 0.7 MILE EAST ALONG E.
 JF0940'FIRST STREET WHICH IS OLD U.S. HIGHWAY 56, SET IN THE TOP OF THE
 JF0940'WEST END OF THE CONCRETE BASE FOR THE SOUTH CONCRETE GUARDRAIL
 JF0940'ON A 45-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 16 FEET SOUTH
 JF0940'OF THE CENTER LINE OF THE STREET, 60 YARDS WEST OF AN INTERSECTION
 JF0940'OF THE STREET AND A GRAVELED ROAD, 2.1 FEET EAST OF THE WEST
 JF0940'END OF THE GUARDRAIL, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 JF0940'HIGHWAY.  SECTION 27, T 19 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0584 ***********************************************************************
 JF0584  DESIGNATION -  H 341
 JF0584  PID         -  JF0584
 JF0584  STATE/COUNTY-  KS/SALINE
 JF0584  USGS QUAD   -  NILES (1978)
 JF0584
 JF0584                         *CURRENT SURVEY CONTROL
 JF0584  ___________________________________________________________________
 JF0584* NAD 83(1986)-  38 54 26.     (N)    097 27 54.     (W)     SCALED    
 JF0584* NAVD 88     -       359.950  (meters)    1180.94   (feet)  ADJUSTED  
 JF0584  ___________________________________________________________________
 JF0584  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 JF0584  DYNAMIC HT  -         359.716 (meters)    1180.17  (feet)  COMP
 JF0584  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 JF0584
 JF0584  VERT ORDER  -  FIRST     CLASS II
 JF0584
 JF0584.The horizontal coordinates were scaled from a topographic map and have
 JF0584.an estimated accuracy of +/- 6 seconds.
 JF0584
 JF0584.The orthometric height was determined by differential leveling
 JF0584.and adjusted by the National Geodetic Survey in June 1991..
 JF0584
 JF0584.The geoid height was determined by GEOID03.
 JF0584
 JF0584.The dynamic height is computed by dividing the NAVD 88
 JF0584.geopotential number by the normal gravity value computed on the
 JF0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0584.degrees latitude (g = 980.6199 gals.).
 JF0584
 JF0584.The modeled gravity was interpolated from observed gravity values.
 JF0584
 JF0584;                    North         East    Units  Estimated Accuracy
 JF0584;SPC KS N     -    63,850.      446,400.      MT  (+/- 180 meters Scaled)
 JF0584
 JF0584                          SUPERSEDED SURVEY CONTROL
 JF0584
 JF0584  NGVD 29 (??/??/92)  359.861  (m)         1180.64   (f) ADJ UNCH    1 2
 JF0584
 JF0584.Superseded values are not recommended for survey control.
 JF0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0584.See file dsdata.txt to determine how the superseded data were derived.
 JF0584
 JF0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ330076(NAD 83)
 JF0584_MARKER: DB = BENCH MARK DISK
 JF0584_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF0584_SP_SET: COPPER-CLAD STEEL ROD
 JF0584_STAMPING: H 341 1970
 JF0584_MARK LOGO: CGS   
 JF0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0584
 JF0584  HISTORY     - Date     Condition        Report By
 JF0584  HISTORY     - 1970     MONUMENTED       NGS
 JF0584  HISTORY     - 1986     GOOD             NGS
 JF0584
 JF0584                          STATION DESCRIPTION
 JF0584
 JF0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0584'5.4 MI W FROM SOLOMON.
 JF0584'ABOUT 5.45 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM COUNTY
 JF0584'LINE ROAD OVERPASS OVER I-70, ABOUT 8.45 MILES EAST ALONG
 JF0584'INTERSTATE HIGHWAY 70 FROM I-70 OVERPASS OVER U.S. HIGHWAY 81
 JF0584'AT SALINA, ABOUT 1.0 MILE EAST OF STATE HIGHWAY 220 OVERPASS
 JF0584'OVER I-70, 56 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND
 JF0584'LANE OF THE HIGHWAY, 88 FEET EAST OF THE SOUTH END OF A 14-INCH
 JF0584'PIPE CULVERT, 31 1/2 FEET SOUTHWEST OF THE WEST ONE OF FOUR BRACE
 JF0584'POSTS FOR RIGHT-OF-WAY FENCE, 0.7 FOOT NORTHWEST OF THE FENCE
 JF0584'LINE, 0.5 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT 7 FEET
 JF0584'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON TOP OF A COPPER
 JF0584'COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 4-INCH
 JF0584'PLASTIC PIPE PROJECTING 6-INCHES.  THE ROD WAS DRIVEN TO A DEPTH
 JF0584'OF 48 FEET.  SECTION 19 AND 20, T 13 S, R 1 W
 JF0584
 JF0584                          STATION RECOVERY (1986)
 JF0584
 JF0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0239 ***********************************************************************
 KF0239  DESIGNATION -  H 342
 KF0239  PID         -  KF0239
 KF0239  STATE/COUNTY-  KS/GEARY
 KF0239  USGS QUAD   -  WREFORD (1964)
 KF0239
 KF0239                         *CURRENT SURVEY CONTROL
 KF0239  ___________________________________________________________________
 KF0239* NAD 83(1986)-  38 59 57.     (N)    096 51 12.     (W)     SCALED    
 KF0239* NAVD 88     -       329.403  (meters)    1080.72   (feet)  ADJUSTED  
 KF0239  ___________________________________________________________________
 KF0239  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 KF0239  DYNAMIC HT  -         329.176 (meters)    1079.97  (feet)  COMP
 KF0239  MODELED GRAV-     979,929.6   (mgal)                       NAVD 88
 KF0239
 KF0239  VERT ORDER  -  FIRST     CLASS II
 KF0239
 KF0239.The horizontal coordinates were scaled from a topographic map and have
 KF0239.an estimated accuracy of +/- 6 seconds.
 KF0239
 KF0239.The orthometric height was determined by differential leveling
 KF0239.and adjusted by the National Geodetic Survey in June 1991..
 KF0239
 KF0239.The geoid height was determined by GEOID03.
 KF0239
 KF0239.The dynamic height is computed by dividing the NAVD 88
 KF0239.geopotential number by the normal gravity value computed on the
 KF0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0239.degrees latitude (g = 980.6199 gals.).
 KF0239
 KF0239.The modeled gravity was interpolated from observed gravity values.
 KF0239
 KF0239;                    North         East    Units  Estimated Accuracy
 KF0239;SPC KS N     -    74,540.      499,330.      MT  (+/- 180 meters Scaled)
 KF0239
 KF0239                          SUPERSEDED SURVEY CONTROL
 KF0239
 KF0239  NGVD 29 (??/??/92)  329.297  (m)         1080.37   (f) ADJ UNCH    1 2
 KF0239
 KF0239.Superseded values are not recommended for survey control.
 KF0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0239.See file dsdata.txt to determine how the superseded data were derived.
 KF0239
 KF0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ858188(NAD 83)
 KF0239_MARKER: DB = BENCH MARK DISK
 KF0239_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KF0239_SP_SET: COPPER-CLAD STEEL ROD
 KF0239_STAMPING: H 342 1970
 KF0239_MARK LOGO: NGS   
 KF0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0239
 KF0239  HISTORY     - Date     Condition        Report By
 KF0239  HISTORY     - 1970     MONUMENTED       NGS
 KF0239  HISTORY     - 1986     GOOD             NGS
 KF0239
 KF0239                          STATION DESCRIPTION
 KF0239
 KF0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0239'1.4 MI SW FROM JUNCTION CITY.
 KF0239'ABOUT 1.4 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0239'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0239'CITY, 0.45 MILE EAST OF THE HIGHWAY OVERPASS FOR U.S. HIGHWAY
 KF0239'77, ON THE OUTSIDE AND NEAR THE WEST END OF A LONG CURVE IN
 KF0239'THE HIGHWAY, 136 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES
 KF0239'OF THE HIGHWAY, 117 1/2 SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 KF0239'8-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 100 FEET SOUTHEAST
 KF0239'OF THE SOUTH LEG OF A SIGN WHICH READS JUNCTION CITY FORT RILEY
 KF0239'EXIT 1 MILE, 2 FEET WEST OF A CORNER FENCE POST, 0.5 FOOT NORTH
 KF0239'OF A METAL WITNESS POST, ABOUT 15 FEET BELOW THE LEVEL OF THE
 KF0239'HIGHWAY, AND ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN
 KF0239'TO REFUSAL AT A DEPTH OF 53.7 FEET AND IS ENCASED IN A 4-INCH
 KF0239'PLASTIC PIPE WHICH PROJECTS 0.4 FOOT.  SEC 23, T 12 S, R 5 E.
 KF0239
 KF0239                          STATION RECOVERY (1986)
 KF0239
 KF0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0151 ***********************************************************************
 KF0151  DESIGNATION -  H 343
 KF0151  PID         -  KF0151
 KF0151  STATE/COUNTY-  KS/RILEY
 KF0151  USGS QUAD   -  WAMEGO SW (1978)
 KF0151
 KF0151                         *CURRENT SURVEY CONTROL
 KF0151  ___________________________________________________________________
 KF0151* NAD 83(1986)-  39 03 53.     (N)    096 25 24.     (W)     SCALED    
 KF0151* NAVD 88     -       444.917  (meters)    1459.70   (feet)  ADJUSTED  
 KF0151  ___________________________________________________________________
 KF0151  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 KF0151  DYNAMIC HT  -         444.617 (meters)    1458.71  (feet)  COMP
 KF0151  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 KF0151
 KF0151  VERT ORDER  -  SECOND    CLASS 0
 KF0151
 KF0151.The horizontal coordinates were scaled from a topographic map and have
 KF0151.an estimated accuracy of +/- 6 seconds.
 KF0151
 KF0151.The orthometric height was determined by differential leveling
 KF0151.and adjusted by the National Geodetic Survey in June 1991..
 KF0151
 KF0151.The geoid height was determined by GEOID03.
 KF0151
 KF0151.The dynamic height is computed by dividing the NAVD 88
 KF0151.geopotential number by the normal gravity value computed on the
 KF0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0151.degrees latitude (g = 980.6199 gals.).
 KF0151
 KF0151.The modeled gravity was interpolated from observed gravity values.
 KF0151
 KF0151;                    North         East    Units  Estimated Accuracy
 KF0151;SPC KS N     -    82,380.      536,440.      MT  (+/- 180 meters Scaled)
 KF0151
 KF0151                          SUPERSEDED SURVEY CONTROL
 KF0151
 KF0151  NGVD 29 (??/??/92)  444.779  (m)         1459.25   (f) ADJ UNCH    2 0
 KF0151
 KF0151.Superseded values are not recommended for survey control.
 KF0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0151.See file dsdata.txt to determine how the superseded data were derived.
 KF0151
 KF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ229271(NAD 83)
 KF0151_MARKER: DB = BENCH MARK DISK
 KF0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0151_SP_SET: CULVERT
 KF0151_STAMPING: H 343 1970
 KF0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0151
 KF0151  HISTORY     - Date     Condition        Report By
 KF0151  HISTORY     - 1970     MONUMENTED       NGS
 KF0151
 KF0151                          STATION DESCRIPTION
 KF0151
 KF0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0151'7.2 MI W FROM ALMA.
 KF0151'ABOUT 7.2 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0151'OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 25 FEET SOUTH OF THE
 KF0151'CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP
 KF0151'AND 1 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL
 KF0151'OF AN 8-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND ABOUT
 KF0151'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SECTION 28, T 11S,
 KF0151'R 9E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0167 ***********************************************************************
 KF0167  DESIGNATION -  H 344
 KF0167  PID         -  KF0167
 KF0167  STATE/COUNTY-  KS/WABAUNSEE
 KF0167  USGS QUAD   -  ALMA (1978)
 KF0167
 KF0167                         *CURRENT SURVEY CONTROL
 KF0167  ___________________________________________________________________
 KF0167* NAD 83(1986)-  39 03 54.     (N)    096 15 11.     (W)     SCALED    
 KF0167* NAVD 88     -       330.758  (meters)    1085.16   (feet)  ADJUSTED  
 KF0167  ___________________________________________________________________
 KF0167  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 KF0167  DYNAMIC HT  -         330.540 (meters)    1084.45  (feet)  COMP
 KF0167  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 KF0167
 KF0167  VERT ORDER  -  SECOND    CLASS 0
 KF0167
 KF0167.The horizontal coordinates were scaled from a topographic map and have
 KF0167.an estimated accuracy of +/- 6 seconds.
 KF0167
 KF0167.The orthometric height was determined by differential leveling
 KF0167.and adjusted by the National Geodetic Survey in June 1991..
 KF0167
 KF0167.The geoid height was determined by GEOID03.
 KF0167
 KF0167.The dynamic height is computed by dividing the NAVD 88
 KF0167.geopotential number by the normal gravity value computed on the
 KF0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0167.degrees latitude (g = 980.6199 gals.).
 KF0167
 KF0167.The modeled gravity was interpolated from observed gravity values.
 KF0167
 KF0167;                    North         East    Units  Estimated Accuracy
 KF0167;SPC KS N     -    82,680.      551,180.      MT  (+/- 180 meters Scaled)
 KF0167
 KF0167                          SUPERSEDED SURVEY CONTROL
 KF0167
 KF0167  NGVD 29 (??/??/92)  330.624  (m)         1084.72   (f) ADJ UNCH    2 0
 KF0167
 KF0167.Superseded values are not recommended for survey control.
 KF0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0167.See file dsdata.txt to determine how the superseded data were derived.
 KF0167
 KF0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ376275(NAD 83)
 KF0167_MARKER: DB = BENCH MARK DISK
 KF0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0167_SP_SET: CULVERT
 KF0167_STAMPING: H 344 1970
 KF0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0167
 KF0167  HISTORY     - Date     Condition        Report By
 KF0167  HISTORY     - 1970     MONUMENTED       NGS
 KF0167
 KF0167                          STATION DESCRIPTION
 KF0167
 KF0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0167'2 MI E FROM ALMA.
 KF0167'ABOUT 1.95 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0167'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 100 YARDS EAST OF
 KF0167'THE JUNCTION OF THE SOUTH LANES OF THE HIGHWAY AND THE ENTRANCE
 KF0167'ROAD TO A TRUCK WEIGHT STATION, 88 FEET SOUTH OF THE CENTER
 KF0167'LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP AND
 KF0167'1 FOOT EAST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF
 KF0167'A 4-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY AND THE
 KF0167'ENTRANCE ROADS, AND ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KF0167'SECTION 25, T 11S, R 10E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0897 ***********************************************************************
 KE0897  DESIGNATION -  H 345
 KE0897  PID         -  KE0897
 KE0897  STATE/COUNTY-  KS/SHAWNEE
 KE0897  USGS QUAD   -  SILVER LAKE (1983)
 KE0897
 KE0897                         *CURRENT SURVEY CONTROL
 KE0897  ___________________________________________________________________
 KE0897* NAD 83(1986)-  39 03 28.     (N)    095 50 56.     (W)     SCALED    
 KE0897* NAVD 88     -       285.507  (meters)     936.70   (feet)  ADJUSTED  
 KE0897  ___________________________________________________________________
 KE0897  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 KE0897  DYNAMIC HT  -         285.323 (meters)     936.10  (feet)  COMP
 KE0897  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 KE0897
 KE0897  VERT ORDER  -  SECOND    CLASS 0
 KE0897
 KE0897.The horizontal coordinates were scaled from a topographic map and have
 KE0897.an estimated accuracy of +/- 6 seconds.
 KE0897
 KE0897.The orthometric height was determined by differential leveling
 KE0897.and adjusted by the National Geodetic Survey in June 1991..
 KE0897
 KE0897.The geoid height was determined by GEOID03.
 KE0897
 KE0897.The dynamic height is computed by dividing the NAVD 88
 KE0897.geopotential number by the normal gravity value computed on the
 KE0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0897.degrees latitude (g = 980.6199 gals.).
 KE0897
 KE0897.The modeled gravity was interpolated from observed gravity values.
 KE0897
 KE0897;                    North         East    Units  Estimated Accuracy
 KE0897;SPC KS N     -    82,630.      586,170.      MT  (+/- 180 meters Scaled)
 KE0897
 KE0897                          SUPERSEDED SURVEY CONTROL
 KE0897
 KE0897  NGVD 29 (??/??/92)  285.370  (m)          936.25   (f) ADJ UNCH    2 0
 KE0897
 KE0897.Superseded values are not recommended for survey control.
 KE0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0897.See file dsdata.txt to determine how the superseded data were derived.
 KE0897
 KE0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD534270(NAD 83)
 KE0897_MARKER: DB = BENCH MARK DISK
 KE0897_SETTING: 66 = SET IN ROCK OUTCROP
 KE0897_SP_SET: ROCK LEDGE
 KE0897_STAMPING: H 345 1970
 KE0897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE0897+STABILITY: POSITION/ELEVATION WELL
 KE0897
 KE0897  HISTORY     - Date     Condition        Report By
 KE0897  HISTORY     - 1970     MONUMENTED       NGS
 KE0897
 KE0897                          STATION DESCRIPTION
 KE0897
 KE0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0897'9.9 MI W FROM TOPEKA.
 KE0897'ABOUT 9.9 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0897'OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 0.4 MILE EAST OF THE
 KE0897'HIGHWAY BRIDGE OVER MISSION CREEK, 0.2 MILE NORTHWEST OF THE
 KE0897'HIGHWAY BRIDGE OVER BLACKSMITH CREEK, ON THE OUTSIDE AND NEAR
 KE0897'THE WEST END OF A CURVE IN THE HIGHWAY, 55 1/2 FEET NORTHEAST
 KE0897'OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, SET IN THE
 KE0897'TOP OF THE EXPOSED PORTION OF A ROCK LEDGE AT THE BASE OF A 40-FOOT
 KE0897'HIGH CUT THAT IS ABOUT 150 YARDS LONG, 1.3 FEET NORTH OF THE
 KE0897'SOUTH FACE OF THE LEDGE, 0.9 FOOT EAST OF A METAL WITNESS POST,
 KE0897'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 34,
 KE0897'T 11S, R 14E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0968 ***********************************************************************
 JF0968  DESIGNATION -  H 347
 JF0968  PID         -  JF0968
 JF0968  STATE/COUNTY-  KS/MCPHERSON
 JF0968  USGS QUAD   -  MOUNDRIDGE (1978)
 JF0968
 JF0968                         *CURRENT SURVEY CONTROL
 JF0968  ___________________________________________________________________
 JF0968* NAD 83(1986)-  38 13 16.     (N)    097 30 24.     (W)     SCALED    
 JF0968* NAVD 88     -       455.231  (meters)    1493.54   (feet)  ADJUSTED  
 JF0968  ___________________________________________________________________
 JF0968  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 JF0968  DYNAMIC HT  -         454.888 (meters)    1492.41  (feet)  COMP
 JF0968  MODELED GRAV-     979,860.9   (mgal)                       NAVD 88
 JF0968
 JF0968  VERT ORDER  -  SECOND    CLASS 0
 JF0968
 JF0968.The horizontal coordinates were scaled from a topographic map and have
 JF0968.an estimated accuracy of +/- 6 seconds.
 JF0968
 JF0968.The orthometric height was determined by differential leveling
 JF0968.and adjusted by the National Geodetic Survey in June 1991..
 JF0968
 JF0968.The geoid height was determined by GEOID03.
 JF0968
 JF0968.The dynamic height is computed by dividing the NAVD 88
 JF0968.geopotential number by the normal gravity value computed on the
 JF0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0968.degrees latitude (g = 980.6199 gals.).
 JF0968
 JF0968.The modeled gravity was interpolated from observed gravity values.
 JF0968
 JF0968;                    North         East    Units  Estimated Accuracy
 JF0968;SPC KS S     -   572,990.      486,980.      MT  (+/- 180 meters Scaled)
 JF0968
 JF0968                          SUPERSEDED SURVEY CONTROL
 JF0968
 JF0968  NGVD 29 (??/??/92)  455.072  (m)         1493.02   (f) ADJ UNCH    2 0
 JF0968
 JF0968.Superseded values are not recommended for survey control.
 JF0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0968.See file dsdata.txt to determine how the superseded data were derived.
 JF0968
 JF0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH307314(NAD 83)
 JF0968_MARKER: DB = BENCH MARK DISK
 JF0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0968_STAMPING: H 347 1972
 JF0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0968+STABILITY: SURFACE MOTION
 JF0968
 JF0968  HISTORY     - Date     Condition        Report By
 JF0968  HISTORY     - 1972     MONUMENTED       NGS
 JF0968
 JF0968                          STATION DESCRIPTION
 JF0968
 JF0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0968'13.3 MI SE FROM MC PHERSON.
 JF0968'ABOUT 13.3 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0968'HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, IN THE WEST
 JF0968'RIGHT-OF-WAY OF I35W.  86.5 FEET SOUTHWEST OF THE CENTER LINE OF
 JF0968'THE SOUTH BOUND LANE OF THE HIGHWAY, 2.6 FEET SOUTHEAST OF A METAL
 JF0968'WITNESS POST, 0.6 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE LINE,
 JF0968'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 JF0968'OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 14, T21 S, R
 JF0968'2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0524 ***********************************************************************
 HF0524  DESIGNATION -  H 348
 HF0524  PID         -  HF0524
 HF0524  STATE/COUNTY-  KS/SEDGWICK
 HF0524  USGS QUAD   -  SEDGWICK NE (1978)
 HF0524
 HF0524                         *CURRENT SURVEY CONTROL
 HF0524  ___________________________________________________________________
 HF0524* NAD 83(1986)-  37 52 57.     (N)    097 19 35.     (W)     SCALED    
 HF0524* NAVD 88     -       439.076  (meters)    1440.54   (feet)  ADJUSTED  
 HF0524  ___________________________________________________________________
 HF0524  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0524  DYNAMIC HT  -         438.735 (meters)    1439.42  (feet)  COMP
 HF0524  MODELED GRAV-     979,839.2   (mgal)                       NAVD 88
 HF0524
 HF0524  VERT ORDER  -  SECOND    CLASS 0
 HF0524
 HF0524.The horizontal coordinates were scaled from a topographic map and have
 HF0524.an estimated accuracy of +/- 6 seconds.
 HF0524
 HF0524.The orthometric height was determined by differential leveling
 HF0524.and adjusted by the National Geodetic Survey in June 1991..
 HF0524
 HF0524.The geoid height was determined by GEOID03.
 HF0524
 HF0524.The dynamic height is computed by dividing the NAVD 88
 HF0524.geopotential number by the normal gravity value computed on the
 HF0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0524.degrees latitude (g = 980.6199 gals.).
 HF0524
 HF0524.The modeled gravity was interpolated from observed gravity values.
 HF0524
 HF0524;                    North         East    Units  Estimated Accuracy
 HF0524;SPC KS S     -   535,590.      503,240.      MT  (+/- 180 meters Scaled)
 HF0524
 HF0524                          SUPERSEDED SURVEY CONTROL
 HF0524
 HF0524  NGVD 29 (??/??/92)  438.922  (m)         1440.03   (f) ADJ UNCH    2 0
 HF0524
 HF0524.Superseded values are not recommended for survey control.
 HF0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0524.See file dsdata.txt to determine how the superseded data were derived.
 HF0524
 HF0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG471940(NAD 83)
 HF0524_MARKER: DB = BENCH MARK DISK
 HF0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0524_STAMPING: H 348 1972
 HF0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0524+STABILITY: SURFACE MOTION
 HF0524
 HF0524  HISTORY     - Date     Condition        Report By
 HF0524  HISTORY     - 1972     MONUMENTED       NGS
 HF0524
 HF0524                          STATION DESCRIPTION
 HF0524
 HF0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0524'8.4 MI N FROM WICHITA.
 HF0524'ABOUT 8.40 MILES ALONG INTERSTATE HIGHWAY 35 W FROM THE OVERPASS
 HF0524'FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF WICHITA, 46.0
 HF0524'FEET WEST OF THE NORTH BOUND LANE OF THE HIGHWAY, 37.8 FEET
 HF0524'EAST OF THE SOUTH BOUND LANE OF THE HIGHWAY, 6.1 FEET NORTHWEST
 HF0524'OF THE SOUTH COLUMN IN THE MEDIAN FOR BRIDGE NUMBER 28.84,
 HF0524'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 HF0524'ABOUT 2 FEET BELOW THE LEVEL OF THE SOUTH BOUND LANE OF
 HF0524'INTERSTATE HIGHWAY 35 W.  SECTION 16, T 25 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0604 ***********************************************************************
 HG0604  DESIGNATION -  H 35
 HG0604  PID         -  HG0604
 HG0604  STATE/COUNTY-  KS/KIOWA
 HG0604  USGS QUAD   -  MULLINVILLE (1969)
 HG0604
 HG0604                         *CURRENT SURVEY CONTROL
 HG0604  ___________________________________________________________________
 HG0604* NAD 83(1986)-  37 34 59.     (N)    099 28 24.     (W)     SCALED    
 HG0604* NAVD 88     -       710.637  (meters)    2331.48   (feet)  ADJUSTED  
 HG0604  ___________________________________________________________________
 HG0604  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 HG0604  DYNAMIC HT  -         710.017 (meters)    2329.45  (feet)  COMP
 HG0604  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 HG0604
 HG0604  VERT ORDER  -  FIRST     CLASS II
 HG0604
 HG0604.The horizontal coordinates were scaled from a topographic map and have
 HG0604.an estimated accuracy of +/- 6 seconds.
 HG0604
 HG0604.The orthometric height was determined by differential leveling
 HG0604.and adjusted by the National Geodetic Survey in June 1991..
 HG0604
 HG0604.The geoid height was determined by GEOID03.
 HG0604
 HG0604.The dynamic height is computed by dividing the NAVD 88
 HG0604.geopotential number by the normal gravity value computed on the
 HG0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0604.degrees latitude (g = 980.6199 gals.).
 HG0604
 HG0604.The modeled gravity was interpolated from observed gravity values.
 HG0604
 HG0604;                    North         East    Units  Estimated Accuracy
 HG0604;SPC KS S     -   502,150.      314,030.      MT  (+/- 180 meters Scaled)
 HG0604
 HG0604                          SUPERSEDED SURVEY CONTROL
 HG0604
 HG0604  NGVD 29 (??/??/92)  710.318  (m)         2330.43   (f) ADJ UNCH    1 2
 HG0604
 HG0604.Superseded values are not recommended for survey control.
 HG0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0604.See file dsdata.txt to determine how the superseded data were derived.
 HG0604
 HG0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG582596(NAD 83)
 HG0604_MARKER: DB = BENCH MARK DISK
 HG0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0604_SP_SET: CONCRETE POST
 HG0604_STAMPING: H 35 1934
 HG0604_MARK LOGO: CGS   
 HG0604_PROJECTION: PROJECTING 15 CENTIMETERS
 HG0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0604+STABILITY: SURFACE MOTION
 HG0604
 HG0604  HISTORY     - Date     Condition        Report By
 HG0604  HISTORY     - 1934     MONUMENTED       CGS
 HG0604  HISTORY     - 1986     GOOD             NGS
 HG0604
 HG0604                          STATION DESCRIPTION
 HG0604
 HG0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0604'AT MULLINVILLE.
 HG0604'AT MULLINVILLE, KIOWA COUNTY, ABOUT 100 YARDS EAST OF THE EAST
 HG0604'END OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION,
 HG0604'OPPOSITE THE TWENTY-NINTH POLE WEST OF MILEPOST 338, ABOUT 80
 HG0604'YARDS EAST OF A GRAIN ELEVATOR, AND 27.0 FEET NORTH OF THE CENTER
 HG0604'LINE OF THE TRACK.  A STANDARD DISK, STAMPED H 35 1934 AND SET
 HG0604'IN THE TOP OF A CONCRETE POST.
 HG0604
 HG0604                          STATION RECOVERY (1986)
 HG0604
 HG0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0604'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN
 HG0604'MULLINVILLE, AT THE MULLINVILLE GRAIN ELEVATORS, 7.3 METERS (24 FT)
 HG0604'EAST OF THE CENTER OF A DOOR IN THE EAST END OF THE ELEVATORS, 29.7
 HG0604'METERS (97.5 FT) NORTH OF THE NORTH RAIL OF THE MAIN TRACKS FOR THE
 HG0604'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 3.6 METERS (12 FT) SOUTH OF
 HG0604'THE SOUTH RAIL OF A SIDE TRACK, 0.6 METER (2 FT) WEST OF A TELEPHONE
 HG0604'POLE WITH ONE GUY WIRE AND 0.9 METER (3 FT) BELOW THE MAIN TRACK.
 HG0604'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 HG0604'THE MARK IS ABOVE LEVEL WITH THE SIDE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0617 ***********************************************************************
 HH0617  DESIGNATION -  H 352
 HH0617  PID         -  HH0617
 HH0617  STATE/COUNTY-  KS/FINNEY
 HH0617  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0617
 HH0617                         *CURRENT SURVEY CONTROL
 HH0617  ___________________________________________________________________
 HH0617* NAD 83(1986)-  37 54 56.     (N)    100 45 18.     (W)     SCALED    
 HH0617* NAVD 88     -       849.085  (meters)    2785.71   (feet)  ADJUSTED  
 HH0617  ___________________________________________________________________
 HH0617  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 HH0617  DYNAMIC HT  -         848.331 (meters)    2783.23  (feet)  COMP
 HH0617  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 HH0617
 HH0617  VERT ORDER  -  FIRST     CLASS II
 HH0617
 HH0617.The horizontal coordinates were scaled from a topographic map and have
 HH0617.an estimated accuracy of +/- 6 seconds.
 HH0617
 HH0617.The orthometric height was determined by differential leveling
 HH0617.and adjusted by the National Geodetic Survey in June 1991..
 HH0617
 HH0617.The geoid height was determined by GEOID03.
 HH0617
 HH0617.The dynamic height is computed by dividing the NAVD 88
 HH0617.geopotential number by the normal gravity value computed on the
 HH0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0617.degrees latitude (g = 980.6199 gals.).
 HH0617
 HH0617.The modeled gravity was interpolated from observed gravity values.
 HH0617
 HH0617;                    North         East    Units  Estimated Accuracy
 HH0617;SPC KS S     -   541,010.      201,740.      MT  (+/- 180 meters Scaled)
 HH0617
 HH0617                          SUPERSEDED SURVEY CONTROL
 HH0617
 HH0617.No superseded survey control is available for this station.
 HH0617
 HH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG457978(NAD 83)
 HH0617_MARKER: I = METAL ROD
 HH0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0617_SP_SET: STAINLESS STEEL ROD
 HH0617_STAMPING: H 352 1986
 HH0617_MARK LOGO: NGS   
 HH0617_PROJECTION: FLUSH
 HH0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0617_ROD/PIPE-DEPTH: 10.8 meters
 HH0617
 HH0617  HISTORY     - Date     Condition        Report By
 HH0617  HISTORY     - 1986     MONUMENTED       NGS
 HH0617
 HH0617                          STATION DESCRIPTION
 HH0617
 HH0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0617'8.0 KM (5.0 MI) NW FROM PIERCEVILLE.
 HH0617'8.05 KM (5.0 MI) NORTHWEST ALONG A BLADED ROAD PARALLELING THE
 HH0617'ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM THE JUNCTION OF THE
 HH0617'PIERCEVILLE ROAD AT PIERCEVILLE, 8.2 METERS (27 FT) SOUTHWEST OF THE
 HH0617'CENTER OF THE ROAD, 18.9 METERS (62 FT) EAST OF THE CENTER OF A DIRT
 HH0617'ROAD LEADING SOUTH, 18.3 METERS (60 FT) SOUTHEAST OF THE SOUTHEAST END
 HH0617'OF A GATE, 0.9 METER (3 FT) NORTHWEST OF THE FIRST TELEPHONE POLE
 HH0617'SOUTHEAST OF THE GATE AND 0.6 METER (2 FT) NORTHEAST OF A FENCE.
 HH0617'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0617'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 HH0617'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0641 ***********************************************************************
 HH0641  DESIGNATION -  H 353
 HH0641  PID         -  HH0641
 HH0641  STATE/COUNTY-  KS/FORD
 HH0641  USGS QUAD   -  DODGE CITY (1984)
 HH0641
 HH0641                         *CURRENT SURVEY CONTROL
 HH0641  ___________________________________________________________________
 HH0641* NAD 83(1986)-  37 45 09.     (N)    100 01 35.     (W)     SCALED    
 HH0641* NAVD 88     -       760.440  (meters)    2494.88   (feet)  ADJUSTED  
 HH0641  ___________________________________________________________________
 HH0641  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 HH0641  DYNAMIC HT  -         759.781 (meters)    2492.71  (feet)  COMP
 HH0641  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 HH0641
 HH0641  VERT ORDER  -  FIRST     CLASS II
 HH0641
 HH0641.The horizontal coordinates were scaled from a topographic map and have
 HH0641.an estimated accuracy of +/- 6 seconds.
 HH0641
 HH0641.The orthometric height was determined by differential leveling
 HH0641.and adjusted by the National Geodetic Survey in June 1991..
 HH0641
 HH0641.The geoid height was determined by GEOID03.
 HH0641
 HH0641.The dynamic height is computed by dividing the NAVD 88
 HH0641.geopotential number by the normal gravity value computed on the
 HH0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0641.degrees latitude (g = 980.6199 gals.).
 HH0641
 HH0641.The modeled gravity was interpolated from observed gravity values.
 HH0641
 HH0641;                    North         East    Units  Estimated Accuracy
 HH0641;SPC KS S     -   521,610.      265,500.      MT  (+/- 180 meters Scaled)
 HH0641
 HH0641                          SUPERSEDED SURVEY CONTROL
 HH0641
 HH0641.No superseded survey control is available for this station.
 HH0641
 HH0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG095788(NAD 83)
 HH0641_MARKER: DB = BENCH MARK DISK
 HH0641_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HH0641_SP_SET: GRAIN ELEVATOR
 HH0641_STAMPING: H 353 1986
 HH0641_MARK LOGO: NGS   
 HH0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0641+STABILITY: POSITION/ELEVATION WELL
 HH0641
 HH0641  HISTORY     - Date     Condition        Report By
 HH0641  HISTORY     - 1986     MONUMENTED       NGS
 HH0641
 HH0641                          STATION DESCRIPTION
 HH0641
 HH0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0641'IN DODGE CITY.
 HH0641'IN DODGE CITY, VERTICALLY, IN THE NORTHWEST FACE OF THE NORTHWEST
 HH0641'ELEVATOR OF THE WEST ONE OF THREE SILOS OF THE DODGE CITY CO-OP, 0.6
 HH0641'KM (0.4 MI) WEST OF THE INTERSECTION OF THE ATCHISON, TOPEKA AND SANTA
 HH0641'FE RAILROAD AND US HIGHWAYS 56 AND 283, 20.6 METERS (67.5 FT) SOUTH OF
 HH0641'THE SOUTH RAIL OF THE MAIN TRACKS.
 HH0641'THE MARK IS 1.5 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0659 ***********************************************************************
 HG0659  DESIGNATION -  H 354
 HG0659  PID         -  HG0659
 HG0659  STATE/COUNTY-  KS/FORD
 HG0659  USGS QUAD   -  BUCKLIN SE (1969)
 HG0659
 HG0659                         *CURRENT SURVEY CONTROL
 HG0659  ___________________________________________________________________
 HG0659* NAD 83(1986)-  37 33 25.     (N)    099 35 56.     (W)     SCALED    
 HG0659* NAVD 88     -       727.187  (meters)    2385.78   (feet)  ADJUSTED  
 HG0659  ___________________________________________________________________
 HG0659  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 HG0659  DYNAMIC HT  -         726.547 (meters)    2383.68  (feet)  COMP
 HG0659  MODELED GRAV-     979,726.0   (mgal)                       NAVD 88
 HG0659
 HG0659  VERT ORDER  -  FIRST     CLASS II
 HG0659
 HG0659.The horizontal coordinates were scaled from a topographic map and have
 HG0659.an estimated accuracy of +/- 6 seconds.
 HG0659
 HG0659.The orthometric height was determined by differential leveling
 HG0659.and adjusted by the National Geodetic Survey in June 1991..
 HG0659
 HG0659.The geoid height was determined by GEOID03.
 HG0659
 HG0659.The dynamic height is computed by dividing the NAVD 88
 HG0659.geopotential number by the normal gravity value computed on the
 HG0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0659.degrees latitude (g = 980.6199 gals.).
 HG0659
 HG0659.The modeled gravity was interpolated from observed gravity values.
 HG0659
 HG0659;                    North         East    Units  Estimated Accuracy
 HG0659;SPC KS S     -   499,380.      302,910.      MT  (+/- 180 meters Scaled)
 HG0659
 HG0659                          SUPERSEDED SURVEY CONTROL
 HG0659
 HG0659.No superseded survey control is available for this station.
 HG0659
 HG0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG471568(NAD 83)
 HG0659_MARKER: I = METAL ROD
 HG0659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0659_SP_SET: STAINLESS STEEL ROD
 HG0659_STAMPING: H 354 1986
 HG0659_MARK LOGO: NGS   
 HG0659_PROJECTION: FLUSH
 HG0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0659_ROD/PIPE-DEPTH: 18.3 meters
 HG0659
 HG0659  HISTORY     - Date     Condition        Report By
 HG0659  HISTORY     - 1986     MONUMENTED       NGS
 HG0659
 HG0659                          STATION DESCRIPTION
 HG0659
 HG0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0659'3.2 KM (2.0 MI) NE FROM BUCKLIN.
 HG0659'3.2 KM (2.0 MI) NORTHEAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF
 HG0659'STATE HIGHWAY 34 AT BUCKLIN, AT THE SOUTHWEST END OF A CUT, 21.3
 HG0659'METERS (70 FT) NORTH OF THE HIGHWAY CENTERLINE, 84.4 METERS (277 FT)
 HG0659'NORTHEAST ACROSS THE HIGHWAY FROM MILEPOST 90, 3.0 METERS (10 FT) EAST
 HG0659'OF TELEPHONE POLE 2040 AND 0.3 METER (1 FT) EAST OF A WITNESS POST.
 HG0659'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0659'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0659'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0757 ***********************************************************************
 HG0757  DESIGNATION -  H 355
 HG0757  PID         -  HG0757
 HG0757  STATE/COUNTY-  KS/HARPER
 HG0757  USGS QUAD   -  ANTHONY (1983)
 HG0757
 HG0757                         *CURRENT SURVEY CONTROL
 HG0757  ___________________________________________________________________
 HG0757* NAD 83(1986)-  37 09 07.     (N)    098 02 21.     (W)     SCALED    
 HG0757* NAVD 88     -       407.294  (meters)    1336.26   (feet)  ADJUSTED  
 HG0757  ___________________________________________________________________
 HG0757  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HG0757  DYNAMIC HT  -         406.953 (meters)    1335.14  (feet)  COMP
 HG0757  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 HG0757
 HG0757  VERT ORDER  -  FIRST     CLASS II
 HG0757
 HG0757.The horizontal coordinates were scaled from a topographic map and have
 HG0757.an estimated accuracy of +/- 6 seconds.
 HG0757
 HG0757.The orthometric height was determined by differential leveling
 HG0757.and adjusted by the National Geodetic Survey in June 1991..
 HG0757
 HG0757.The geoid height was determined by GEOID03.
 HG0757
 HG0757.The dynamic height is computed by dividing the NAVD 88
 HG0757.geopotential number by the normal gravity value computed on the
 HG0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0757.degrees latitude (g = 980.6199 gals.).
 HG0757
 HG0757.The modeled gravity was interpolated from observed gravity values.
 HG0757
 HG0757;                    North         East    Units  Estimated Accuracy
 HG0757;SPC KS S     -   453,960.      440,940.      MT  (+/- 180 meters Scaled)
 HG0757
 HG0757                          SUPERSEDED SURVEY CONTROL
 HG0757
 HG0757.No superseded survey control is available for this station.
 HG0757
 HG0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG853121(NAD 83)
 HG0757_MARKER: I = METAL ROD
 HG0757_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG0757_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG0757_STAMPING: H 355 1986
 HG0757_MARK LOGO: NGS   
 HG0757_PROJECTION: FLUSH
 HG0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0757+STABILITY: POSITION/ELEVATION WELL
 HG0757_ROD/PIPE-DEPTH: 8.2  meters
 HG0757_SLEEVE-DEPTH  : 6.1 meters
 HG0757
 HG0757  HISTORY     - Date     Condition        Report By
 HG0757  HISTORY     - 1986     MONUMENTED       NGS
 HG0757
 HG0757                          STATION DESCRIPTION
 HG0757
 HG0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0757'IN ANTHONY.
 HG0757'IN ANTHONY, AT THE EXTREME NORTHWEST CORNER OF A SMALL CITY PARK, AT
 HG0757'THE JUNCTION OF WEST MAIN STREET, STATE ROUTES 2 AND 14 AND LLG
 HG0757'STREET, 17.6 METERS (57.7 FT) SOUTH OF THE CENTER OF MAIN STREET, 9.4
 HG0757'METERS (31 FT) EAST OF THE CENTER OF LLG STREET, 6.1 METERS (20 FT)
 HG0757'SOUTH OF THE SOUTH EDGE OF A MAIN STREET SIDEWALK, 4.1 METERS (13.3
 HG0757'FT) EAST OF THE EAST CURB OF LLG STREET, 1.9 METERS (6.3 FT) SOUTH OF
 HG0757'A GUYED UTILITY SUPPORT POLE, 3.6 METERS (11.9 FT) EAST-SOUTHEAST OF A
 HG0757'POWER POLE AND 10.2 METERS (33.5 FT) NORTHWEST OF A 40-INCH ELM TREE.
 HG0757'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0757'THE MARK IS 1.9 METERS  S FROM  A WITNESS POST
 HG0757'THE MARK IS 0.4 M ABOVE MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0683 ***********************************************************************
 HG0683  DESIGNATION -  H 357
 HG0683  PID         -  HG0683
 HG0683  STATE/COUNTY-  KS/KIOWA
 HG0683  USGS QUAD   -  HAVILAND (1968)
 HG0683
 HG0683                         *CURRENT SURVEY CONTROL
 HG0683  ___________________________________________________________________
 HG0683* NAD 83(1986)-  37 37 05.     (N)    099 03 05.     (W)     SCALED    
 HG0683* NAVD 88     -       646.361  (meters)    2120.60   (feet)  ADJUSTED  
 HG0683  ___________________________________________________________________
 HG0683  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 HG0683  DYNAMIC HT  -         645.810 (meters)    2118.80  (feet)  COMP
 HG0683  MODELED GRAV-     979,756.7   (mgal)                       NAVD 88
 HG0683
 HG0683  VERT ORDER  -  FIRST     CLASS II
 HG0683
 HG0683.The horizontal coordinates were scaled from a topographic map and have
 HG0683.an estimated accuracy of +/- 6 seconds.
 HG0683
 HG0683.The orthometric height was determined by differential leveling
 HG0683.and adjusted by the National Geodetic Survey in June 1991..
 HG0683
 HG0683.The geoid height was determined by GEOID03.
 HG0683
 HG0683.The dynamic height is computed by dividing the NAVD 88
 HG0683.geopotential number by the normal gravity value computed on the
 HG0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0683.degrees latitude (g = 980.6199 gals.).
 HG0683
 HG0683.The modeled gravity was interpolated from observed gravity values.
 HG0683
 HG0683;                    North         East    Units  Estimated Accuracy
 HG0683;SPC KS S     -   505,730.      351,320.      MT  (+/- 180 meters Scaled)
 HG0683
 HG0683                          SUPERSEDED SURVEY CONTROL
 HG0683
 HG0683.No superseded survey control is available for this station.
 HG0683
 HG0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG954634(NAD 83)
 HG0683_MARKER: I = METAL ROD
 HG0683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0683_SP_SET: STAINLESS STEEL ROD
 HG0683_STAMPING: H 357 1986
 HG0683_MARK LOGO: NGS   
 HG0683_PROJECTION: FLUSH
 HG0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0683_ROD/PIPE-DEPTH: 12.2 meters
 HG0683
 HG0683  HISTORY     - Date     Condition        Report By
 HG0683  HISTORY     - 1986     MONUMENTED       NGS
 HG0683
 HG0683                          STATION DESCRIPTION
 HG0683
 HG0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0683'4.8 KM (3.0 MI) EAST FROM HAVILAND.
 HG0683'4.85 KM (3.05 MI) EAST ALONG US HGIHWAY 54 FROM THE JUNCTION OF MAIN
 HG0683'STREET AT HAVILAND, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A PAVED
 HG0683'ROAD LEADING SOUTH AND A DIRT ROAD LEADING NORTH, 0.21 KM (0.13 MI)
 HG0683'WEST OF MILEPOST 121, 27.3 METERS (89.5 FT) SOUTH OF THE HIGHWAY
 HG0683'CENTERLINE, 20.4 METERS (67 FT) EAST OF THE CENTER OF THE ROAD,
 HG0683'8.7 METERS (28.5 FT) EAST OF A FENCE CORNER, 7.0 METERS (23 FT) EAST
 HG0683'OF A POWER LINE T JUNCTION POLE AND 0.3 METER (1 FT) NORTH OF THE
 HG0683'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0683'5-INCH LOGO CAP.
 HG0683'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0683'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0437 ***********************************************************************
 JH0437  DESIGNATION -  H 358
 JH0437  PID         -  JH0437
 JH0437  STATE/COUNTY-  KS/FINNEY
 JH0437  USGS QUAD   -  TENNIS (1976)
 JH0437
 JH0437                         *CURRENT SURVEY CONTROL
 JH0437  ___________________________________________________________________
 JH0437* NAD 83(1986)-  38 12 26.     (N)    100 53 00.     (W)     SCALED    
 JH0437* NAVD 88     -       879.944  (meters)    2886.95   (feet)  ADJUSTED  
 JH0437  ___________________________________________________________________
 JH0437  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 JH0437  DYNAMIC HT  -         879.187 (meters)    2884.47  (feet)  COMP
 JH0437  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 JH0437
 JH0437  VERT ORDER  -  FIRST     CLASS II
 JH0437
 JH0437.The horizontal coordinates were scaled from a topographic map and have
 JH0437.an estimated accuracy of +/- 6 seconds.
 JH0437
 JH0437.The orthometric height was determined by differential leveling
 JH0437.and adjusted by the National Geodetic Survey in June 1991..
 JH0437
 JH0437.The geoid height was determined by GEOID03.
 JH0437
 JH0437.The dynamic height is computed by dividing the NAVD 88
 JH0437.geopotential number by the normal gravity value computed on the
 JH0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0437.degrees latitude (g = 980.6199 gals.).
 JH0437
 JH0437.The modeled gravity was interpolated from observed gravity values.
 JH0437
 JH0437;                    North         East    Units  Estimated Accuracy
 JH0437;SPC KS S     -   573,650.      191,290.      MT  (+/- 180 meters Scaled)
 JH0437
 JH0437                          SUPERSEDED SURVEY CONTROL
 JH0437
 JH0437.No superseded survey control is available for this station.
 JH0437
 JH0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH351304(NAD 83)
 JH0437_MARKER: I = METAL ROD
 JH0437_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0437_SP_SET: STAINLESS STEEL ROD
 JH0437_STAMPING: H 358 1986
 JH0437_MARK LOGO: NGS   
 JH0437_PROJECTION: FLUSH
 JH0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0437_ROD/PIPE-DEPTH: 9.7  meters
 JH0437
 JH0437  HISTORY     - Date     Condition        Report By
 JH0437  HISTORY     - 1986     MONUMENTED       NGS
 JH0437
 JH0437                          STATION DESCRIPTION
 JH0437
 JH0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0437'25.9 KM (16.1 MI) NORTH FROM GARDEN CITY.
 JH0437'25.9 KM (16.2 MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0437'HIGHWAY 50 WEST AT GARDEN CITY, IN THE NORTHEAST CORNER OF THE T
 JH0437'JUNCTION OF A DIRT ROAD LEADING EAST, 0.11 KM (0.07 MI) NORTH OF
 JH0437'MILEPOST 87, 22.8 METERS (75 FT) EAST OF THE HIGHWAY CENTERLINE, 17.7
 JH0437'METERS (58 FT) NORTH OF THE CENTER OF THE ROAD, 7.4 METERS (24.5 FT)
 JH0437'NORTH OF A FENCE CORNER, 4.7 METERS (15.5 FT) NORTH OF A TELEPHONE
 JH0437'CABLE BOX AND 0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.
 JH0437'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0437'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0437'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0702 ***********************************************************************
 HG0702  DESIGNATION -  H 359
 HG0702  PID         -  HG0702
 HG0702  STATE/COUNTY-  KS/PRATT
 HG0702  USGS QUAD   -  PRATT (1968)
 HG0702
 HG0702                         *CURRENT SURVEY CONTROL
 HG0702  ___________________________________________________________________
 HG0702* NAD 83(1986)-  37 42 16.     (N)    098 44 28.     (W)     SCALED    
 HG0702* NAVD 88     -       596.922  (meters)    1958.40   (feet)  ADJUSTED  
 HG0702  ___________________________________________________________________
 HG0702  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 HG0702  DYNAMIC HT  -         596.427 (meters)    1956.78  (feet)  COMP
 HG0702  MODELED GRAV-     979,781.1   (mgal)                       NAVD 88
 HG0702
 HG0702  VERT ORDER  -  FIRST     CLASS II
 HG0702
 HG0702.The horizontal coordinates were scaled from a topographic map and have
 HG0702.an estimated accuracy of +/- 6 seconds.
 HG0702
 HG0702.The orthometric height was determined by differential leveling
 HG0702.and adjusted by the National Geodetic Survey in June 1991..
 HG0702
 HG0702.The geoid height was determined by GEOID03.
 HG0702
 HG0702.The dynamic height is computed by dividing the NAVD 88
 HG0702.geopotential number by the normal gravity value computed on the
 HG0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0702.degrees latitude (g = 980.6199 gals.).
 HG0702
 HG0702.The modeled gravity was interpolated from observed gravity values.
 HG0702
 HG0702;                    North         East    Units  Estimated Accuracy
 HG0702;SPC KS S     -   515,210.      378,740.      MT  (+/- 180 meters Scaled)
 HG0702
 HG0702                          SUPERSEDED SURVEY CONTROL
 HG0702
 HG0702.No superseded survey control is available for this station.
 HG0702
 HG0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG228730(NAD 83)
 HG0702_MARKER: DB = BENCH MARK DISK
 HG0702_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HG0702+WITH SETTING: PAVEMENT
 HG0702_SP_SET: CONCRETE FOUNDATION
 HG0702_STAMPING: H 359 1986
 HG0702_MARK LOGO: NGS   
 HG0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0702+STABILITY: SURFACE MOTION
 HG0702
 HG0702  HISTORY     - Date     Condition        Report By
 HG0702  HISTORY     - 1986     MONUMENTED       NGS
 HG0702
 HG0702                          STATION DESCRIPTION
 HG0702
 HG0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0702'6.5 KM (4.05 MI) NORTH FROM PRATT.
 HG0702'6.54 KM (4.08 MI) NORTH ALONG US HIGHWAY 281 FROM THE JUNCTION OF US
 HG0702'HIGHWAY 54 AT PRATT, THENCE 0.18 KM (0.11 MI) WEST ALONG A PAVED ROAD
 HG0702'LEADIN TO THE PRATT AIRPORT, IN THE SOUTHEAST EDGE OF THE CONCRETE
 HG0702'FOUNDATION OF A WATER TOWER, 41.3 METERS (135.5 FT) NORTH OF THE
 HG0702'CENTER OF THE ROAD AND 0.9 METER (3 FT) EAST OF THE CENTER OF A WATER
 HG0702'OUTLET HATCH ON THE SOUH SIDE OF THE TANK.
 HG0702'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0355 ***********************************************************************
 HG0355  DESIGNATION -  H 36
 HG0355  PID         -  HG0355
 HG0355  STATE/COUNTY-  KS/PRATT
 HG0355  USGS QUAD   -  PRATT (1968)
 HG0355
 HG0355                         *CURRENT SURVEY CONTROL
 HG0355  ___________________________________________________________________
 HG0355* NAD 83(1986)-  37 38 23.     (N)    098 39 57.     (W)     SCALED    
 HG0355* NAVD 88     -       550.574  (meters)    1806.34   (feet)  ADJUSTED  
 HG0355  ___________________________________________________________________
 HG0355  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 HG0355  DYNAMIC HT  -         550.112 (meters)    1804.83  (feet)  COMP
 HG0355  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 HG0355
 HG0355  VERT ORDER  -  FIRST     CLASS II
 HG0355
 HG0355.The horizontal coordinates were scaled from a topographic map and have
 HG0355.an estimated accuracy of +/- 6 seconds.
 HG0355
 HG0355.The orthometric height was determined by differential leveling
 HG0355.and adjusted by the National Geodetic Survey in June 1991..
 HG0355
 HG0355.The geoid height was determined by GEOID03.
 HG0355
 HG0355.The dynamic height is computed by dividing the NAVD 88
 HG0355.geopotential number by the normal gravity value computed on the
 HG0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0355.degrees latitude (g = 980.6199 gals.).
 HG0355
 HG0355.The modeled gravity was interpolated from observed gravity values.
 HG0355
 HG0355;                    North         East    Units  Estimated Accuracy
 HG0355;SPC KS S     -   508,010.      385,360.      MT  (+/- 180 meters Scaled)
 HG0355
 HG0355                          SUPERSEDED SURVEY CONTROL
 HG0355
 HG0355  NGVD 29 (??/??/92)  550.338  (m)         1805.57   (f) ADJ UNCH    1 2
 HG0355
 HG0355.Superseded values are not recommended for survey control.
 HG0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0355.See file dsdata.txt to determine how the superseded data were derived.
 HG0355
 HG0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG294658(NAD 83)
 HG0355_MARKER: DB = BENCH MARK DISK
 HG0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0355_STAMPING: H 36 1934
 HG0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0355+STABILITY: SURFACE MOTION
 HG0355
 HG0355  HISTORY     - Date     Condition        Report By
 HG0355  HISTORY     - 1934     MONUMENTED       CGS
 HG0355  HISTORY     - 1960     MARK NOT FOUND   NGS
 HG0355
 HG0355                          STATION DESCRIPTION
 HG0355
 HG0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0355'4.1 MI E FROM PRATT.
 HG0355'ABOUT 4.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0355'RAILWAY FROM THE STATION AT PRATT, PRATT COUNTY, AT MILEAGE 75.2,
 HG0355'23 FEET WEST OF A COUNTY-ROAD CROSSING, AND 48 FEET SOUTH OF THE
 HG0355'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED H 36 1934 AND
 HG0355'SET IN THE TOP OF A CONCRETE POST.  USC AND GS REPORTED IN 1960 THAT
 HG0355'THE AREA IN WHICH THIS MARK WAS SET IN IS NOW A CULTIVATED FIELD.
 HG0355
 HG0355                          STATION RECOVERY (1960)
 HG0355
 HG0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HG0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0477 ***********************************************************************
 JH0477  DESIGNATION -  H 361
 JH0477  PID         -  JH0477
 JH0477  STATE/COUNTY-  KS/LOGAN
 JH0477  USGS QUAD   -  ELKADER (1974)
 JH0477
 JH0477                         *CURRENT SURVEY CONTROL
 JH0477  ___________________________________________________________________
 JH0477* NAD 83(1986)-  38 48 30.     (N)    100 51 16.     (W)     SCALED    
 JH0477* NAVD 88     -       812.199  (meters)    2664.69   (feet)  ADJUSTED  
 JH0477  ___________________________________________________________________
 JH0477  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 JH0477  DYNAMIC HT  -         811.554 (meters)    2662.57  (feet)  COMP
 JH0477  MODELED GRAV-     979,806.2   (mgal)                       NAVD 88
 JH0477
 JH0477  VERT ORDER  -  FIRST     CLASS II
 JH0477
 JH0477.The horizontal coordinates were scaled from a topographic map and have
 JH0477.an estimated accuracy of +/- 6 seconds.
 JH0477
 JH0477.The orthometric height was determined by differential leveling
 JH0477.and adjusted by the National Geodetic Survey in June 1991..
 JH0477
 JH0477.The geoid height was determined by GEOID03.
 JH0477
 JH0477.The dynamic height is computed by dividing the NAVD 88
 JH0477.geopotential number by the normal gravity value computed on the
 JH0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0477.degrees latitude (g = 980.6199 gals.).
 JH0477
 JH0477.The modeled gravity was interpolated from observed gravity values.
 JH0477
 JH0477;                    North         East    Units  Estimated Accuracy
 JH0477;SPC KS N     -    56,640.      152,110.      MT  (+/- 180 meters Scaled)
 JH0477
 JH0477                          SUPERSEDED SURVEY CONTROL
 JH0477
 JH0477  NGVD 29 (02/14/92)  811.869  (m)         2663.61   (f) ADJUSTED    1 2
 JH0477
 JH0477.Superseded values are not recommended for survey control.
 JH0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0477.See file dsdata.txt to determine how the superseded data were derived.
 JH0477
 JH0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH389971(NAD 83)
 JH0477_MARKER: I = METAL ROD
 JH0477_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0477_SP_SET: STAINLESS STEEL ROD
 JH0477_STAMPING: H 361 1986
 JH0477_MARK LOGO: NGS   
 JH0477_PROJECTION: FLUSH
 JH0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0477_ROD/PIPE-DEPTH: 15.2 meters
 JH0477
 JH0477  HISTORY     - Date     Condition        Report By
 JH0477  HISTORY     - 1986     MONUMENTED       NGS
 JH0477
 JH0477                          STATION DESCRIPTION
 JH0477
 JH0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0477'34.1 KM (21.2 MI) SOUTH FROM OAKLEY.
 JH0477'34.17 KM (21.35 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0477'HIGHWAY 40 AT OAKLEY, 0.30 KM (0.18 MI) SOUTH OF MILEPOST 130,
 JH0477'18.1 METERS (59.5 FT) EAST OF THE HIGHWAY CENTERLINE, 27.7 METERS (91
 JH0477'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST HEADWALL FOR A 8 BY
 JH0477'10 FOOT BOX CULVERT, 1.3 METERS (4.5 FT) NORTH OF A POWER POLE AND 0.3
 JH0477'METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JH0477'THROUGH A 5-INCH LOGO CAP.
 JH0477'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0477'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0577 ***********************************************************************
 KH0577  DESIGNATION -  H 362
 KH0577  PID         -  KH0577
 KH0577  STATE/COUNTY-  KS/GOVE
 KH0577  USGS QUAD   -  QUINTER (1979)
 KH0577
 KH0577                         *CURRENT SURVEY CONTROL
 KH0577  ___________________________________________________________________
 KH0577* NAD 83(1986)-  39 04 16.     (N)    100 14 06.     (W)     SCALED    
 KH0577* NAVD 88     -       813.514  (meters)    2669.00   (feet)  ADJUSTED  
 KH0577  ___________________________________________________________________
 KH0577  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 KH0577  DYNAMIC HT  -         812.890 (meters)    2666.96  (feet)  COMP
 KH0577  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 KH0577
 KH0577  VERT ORDER  -  FIRST     CLASS II
 KH0577
 KH0577.The horizontal coordinates were scaled from a topographic map and have
 KH0577.an estimated accuracy of +/- 6 seconds.
 KH0577
 KH0577.The orthometric height was determined by differential leveling
 KH0577.and adjusted by the National Geodetic Survey in June 1991..
 KH0577
 KH0577.The geoid height was determined by GEOID03.
 KH0577
 KH0577.The dynamic height is computed by dividing the NAVD 88
 KH0577.geopotential number by the normal gravity value computed on the
 KH0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0577.degrees latitude (g = 980.6199 gals.).
 KH0577
 KH0577.The modeled gravity was interpolated from observed gravity values.
 KH0577
 KH0577;                    North         East    Units  Estimated Accuracy
 KH0577;SPC KS N     -    84,290.      206,610.      MT  (+/- 180 meters Scaled)
 KH0577
 KH0577                          SUPERSEDED SURVEY CONTROL
 KH0577
 KH0577  NGVD 29 (02/14/92)  813.203  (m)         2667.98   (f) ADJUSTED    1 2
 KH0577
 KH0577.Superseded values are not recommended for survey control.
 KH0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0577.See file dsdata.txt to determine how the superseded data were derived.
 KH0577
 KH0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ931253(NAD 83)
 KH0577_MARKER: DB = BENCH MARK DISK
 KH0577_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KH0577_SP_SET: GRAIN ELEVATOR
 KH0577_STAMPING: H 362 1986
 KH0577_MARK LOGO: NGS   
 KH0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KH0577+STABILITY: POSITION/ELEVATION WELL
 KH0577
 KH0577  HISTORY     - Date     Condition        Report By
 KH0577  HISTORY     - 1986     MONUMENTED       NGS
 KH0577
 KH0577                          STATION DESCRIPTION
 KH0577
 KH0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KH0577'IN QUINTER.
 KH0577'IN QUINTER, VERTICALLY IN THE SOUTHEAST FACE OF THE SOUTHEAST SILO OF
 KH0577'THE SOUTHEAST 1 OF 3 QUINTER MIDWEST CO-OP GRAIN ELEVATORS, 24.0
 KH0577'METERS (74 FT) NORTHEAST OF THE CENTER OF OLD US HIGHWAY 40, 0.3 METER
 KH0577'(1 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A WALK THRU DOOR.
 KH0577'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0668 ***********************************************************************
 HH0668  DESIGNATION -  H 363
 HH0668  PID         -  HH0668
 HH0668  STATE/COUNTY-  KS/KEARNY
 HH0668  USGS QUAD   -  DEERFIELD (1978)
 HH0668
 HH0668                         *CURRENT SURVEY CONTROL
 HH0668  ___________________________________________________________________
 HH0668* NAD 83(1986)-  37 57 04.     (N)    101 14 48.     (W)     SCALED    
 HH0668* NAVD 88     -       923.275  (meters)    3029.11   (feet)  ADJUSTED  
 HH0668  ___________________________________________________________________
 HH0668  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HH0668  DYNAMIC HT  -         922.429 (meters)    3026.34  (feet)  COMP
 HH0668  MODELED GRAV-     979,682.6   (mgal)                       NAVD 88
 HH0668
 HH0668  VERT ORDER  -  FIRST     CLASS II
 HH0668
 HH0668.The horizontal coordinates were scaled from a topographic map and have
 HH0668.an estimated accuracy of +/- 6 seconds.
 HH0668
 HH0668.The orthometric height was determined by differential leveling
 HH0668.and adjusted by the National Geodetic Survey in June 1991..
 HH0668
 HH0668.The geoid height was determined by GEOID03.
 HH0668
 HH0668.The dynamic height is computed by dividing the NAVD 88
 HH0668.geopotential number by the normal gravity value computed on the
 HH0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0668.degrees latitude (g = 980.6199 gals.).
 HH0668
 HH0668.The modeled gravity was interpolated from observed gravity values.
 HH0668
 HH0668;                    North         East    Units  Estimated Accuracy
 HH0668;SPC KS S     -   546,110.      158,640.      MT  (+/- 180 meters Scaled)
 HH0668
 HH0668                          SUPERSEDED SURVEY CONTROL
 HH0668
 HH0668.No superseded survey control is available for this station.
 HH0668
 HH0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH026027(NAD 83)
 HH0668_MARKER: I = METAL ROD
 HH0668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0668_SP_SET: STAINLESS STEEL ROD
 HH0668_STAMPING: H 363 1986
 HH0668_MARK LOGO: NGS   
 HH0668_PROJECTION: FLUSH
 HH0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0668_ROD/PIPE-DEPTH: 18.3 meters
 HH0668
 HH0668  HISTORY     - Date     Condition        Report By
 HH0668  HISTORY     - 1986     MONUMENTED       NGS
 HH0668
 HH0668                          STATION DESCRIPTION
 HH0668
 HH0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0668'1.4 KM (0.85 MI) EAST FROM LAKIN.
 HH0668'1.4 KM (0.85 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0668'ROUTE 25 IN LAKIN, 26.8 METERS (88 FT) SOUTHEAST OF THE HIGHWAY
 HH0668'CENTERLINE, 9.5 METERS (31 FT) SOUTH OF A FENCE CORNER, 6.4 METERS (21
 HH0668'FT) SOUTH OF THE CENTER OF A WIRE GATE AND 0.3 METER (1 FT) WEST OF A
 HH0668'NORTH-SOUTH FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HH0668'5-INCH LOGO CAP.
 HH0668'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HH0668'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0462 ***********************************************************************
 JH0462  DESIGNATION -  H 364
 JH0462  PID         -  JH0462
 JH0462  STATE/COUNTY-  KS/SCOTT
 JH0462  USGS QUAD   -  LAKE SCOTT SW (1978)
 JH0462
 JH0462                         *CURRENT SURVEY CONTROL
 JH0462  ___________________________________________________________________
 JH0462* NAD 83(1986)-  38 35 53.     (N)    100 54 28.     (W)     SCALED    
 JH0462* NAVD 88     -       906.077  (meters)    2972.69   (feet)  ADJUSTED  
 JH0462  ___________________________________________________________________
 JH0462  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JH0462  DYNAMIC HT  -         905.322 (meters)    2970.21  (feet)  COMP
 JH0462  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 JH0462
 JH0462  VERT ORDER  -  FIRST     CLASS II
 JH0462
 JH0462.The horizontal coordinates were scaled from a topographic map and have
 JH0462.an estimated accuracy of +/- 6 seconds.
 JH0462
 JH0462.The orthometric height was determined by differential leveling
 JH0462.and adjusted by the National Geodetic Survey in June 1991..
 JH0462
 JH0462.The geoid height was determined by GEOID03.
 JH0462
 JH0462.The dynamic height is computed by dividing the NAVD 88
 JH0462.geopotential number by the normal gravity value computed on the
 JH0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0462.degrees latitude (g = 980.6199 gals.).
 JH0462
 JH0462.The modeled gravity was interpolated from observed gravity values.
 JH0462
 JH0462;                    North         East    Units  Estimated Accuracy
 JH0462;SPC KS S     -   617,070.      190,270.      MT  (+/- 180 meters Scaled)
 JH0462
 JH0462                          SUPERSEDED SURVEY CONTROL
 JH0462
 JH0462.No superseded survey control is available for this station.
 JH0462
 JH0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH338739(NAD 83)
 JH0462_MARKER: I = METAL ROD
 JH0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0462_SP_SET: STAINLESS STEEL ROD
 JH0462_STAMPING: H 364 1986
 JH0462_MARK LOGO: NGS   
 JH0462_PROJECTION: FLUSH
 JH0462_MAGNETIC: I = MARKER IS A STEEL ROD
 JH0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0462+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 JH0462_ROD/PIPE-DEPTH: 9.7  meters
 JH0462
 JH0462  HISTORY     - Date     Condition        Report By
 JH0462  HISTORY     - 1986     MONUMENTED       NGS
 JH0462  HISTORY     - 19960530 GOOD             NFORK
 JH0462
 JH0462                          STATION DESCRIPTION
 JH0462
 JH0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0462'12.6 KM (7.8 MI) NORTH FROM SCOTT CITY.
 JH0462'12.65 KM (7.9 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0462'SCOTT CITY, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF A DIRT ROAD
 JH0462'LEADING WEST AND STATE HIGHWAY 4 LEADING EAST, 22.8 METERS (75 FT)
 JH0462'WEST OF THE HIGHWAY CENTERLINE, 15.1 METERS (49.5 FT) SOUTH OF THE
 JH0462'CENTER OF THE ROAD, 4.1 METERS (13.5 FT) WEST OF A POWER POLE FOR THE
 JH0462'JUNCTION OF POWER LINES AND 0.5 METER (1.5 FT) NORTH OF A STEEL PIPE
 JH0462'FENCE POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JH0462'CAP.
 JH0462'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JH0462'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 JH0462
 JH0462                          STATION RECOVERY (1996)
 JH0462
 JH0462'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JH0462'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0488 ***********************************************************************
 KG0488  DESIGNATION -  H 365
 KG0488  PID         -  KG0488
 KG0488  STATE/COUNTY-  KS/GRAHAM
 KG0488  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0488
 KG0488                         *CURRENT SURVEY CONTROL
 KG0488  ___________________________________________________________________
 KG0488* NAD 83(1986)-  39 25 22.     (N)    099 50 43.     (W)     SCALED    
 KG0488* NAVD 88     -       687.633  (meters)    2256.01   (feet)  ADJUSTED  
 KG0488  ___________________________________________________________________
 KG0488  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 KG0488  DYNAMIC HT  -         687.143 (meters)    2254.40  (feet)  COMP
 KG0488  MODELED GRAV-     979,890.8   (mgal)                       NAVD 88
 KG0488
 KG0488  VERT ORDER  -  FIRST     CLASS II
 KG0488
 KG0488.The horizontal coordinates were scaled from a topographic map and have
 KG0488.an estimated accuracy of +/- 6 seconds.
 KG0488
 KG0488.The orthometric height was determined by differential leveling
 KG0488.and adjusted by the National Geodetic Survey in June 1991..
 KG0488
 KG0488.The geoid height was determined by GEOID03.
 KG0488
 KG0488.The dynamic height is computed by dividing the NAVD 88
 KG0488.geopotential number by the normal gravity value computed on the
 KG0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0488.degrees latitude (g = 980.6199 gals.).
 KG0488
 KG0488.The modeled gravity was interpolated from observed gravity values.
 KG0488
 KG0488;                    North         East    Units  Estimated Accuracy
 KG0488;SPC KS N     -   122,560.      241,120.      MT  (+/- 180 meters Scaled)
 KG0488
 KG0488                          SUPERSEDED SURVEY CONTROL
 KG0488
 KG0488  NGVD 29 (02/14/92)  687.345  (m)         2255.06   (f) ADJUSTED    1 2
 KG0488
 KG0488.Superseded values are not recommended for survey control.
 KG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0488.See file dsdata.txt to determine how the superseded data were derived.
 KG0488
 KG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ272640(NAD 83)
 KG0488_MARKER: I = METAL ROD
 KG0488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0488_SP_SET: STAINLESS STEEL ROD
 KG0488_STAMPING: H 365 1986
 KG0488_MARK LOGO: NGS   
 KG0488_PROJECTION: FLUSH
 KG0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0488_ROD/PIPE-DEPTH: 11.6 meters
 KG0488
 KG0488  HISTORY     - Date     Condition        Report By
 KG0488  HISTORY     - 1986     MONUMENTED       NGS
 KG0488
 KG0488                          STATION DESCRIPTION
 KG0488
 KG0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0488'6.4 KM (4.0 MI) NORTH FROM HILL CITY.
 KG0488'6.40 KM (4.0 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0488'HIGHWAY 24 AT HILL CITY, ACROSS THE HIGHWAY FROM THE T JUNCTION OF A
 KG0488'DIRT ROAD, 0.68 KM (0.42 MI) NORTH OF MILEPOST 175, 18.1 METERS (59.5
 KG0488'FT) WEST OF THE HIGHWAY CENTERLINE, 15.8 METERS (52 FT) NORTH OF THE
 KG0488'NORTH END OF A GATE, 0.6 METER (2 FT) NORTH OF A CONCRETE RIGHT OF WAY
 KG0488'MARKER AND 0.3 METER (1 FT) NORTH OF THE EXTENDED CENTER OF THE DIRT
 KG0488'ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KG0488'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KG0488'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1063 ***********************************************************************
 KE1063  DESIGNATION -  H 367
 KE1063  PID         -  KE1063
 KE1063  STATE/COUNTY-  KS/SHAWNEE
 KE1063  USGS QUAD   -  TOPEKA (1983)
 KE1063
 KE1063                         *CURRENT SURVEY CONTROL
 KE1063  ___________________________________________________________________
 KE1063* NAD 83(1986)-  39 04 30.     (N)    095 41 22.     (W)     SCALED    
 KE1063* NAVD 88     -       269.979  (meters)     885.76   (feet)  ADJUSTED  
 KE1063  ___________________________________________________________________
 KE1063  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KE1063  DYNAMIC HT  -         269.804 (meters)     885.18  (feet)  COMP
 KE1063  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 KE1063
 KE1063  VERT ORDER  -  FIRST     CLASS II
 KE1063
 KE1063.The horizontal coordinates were scaled from a topographic map and have
 KE1063.an estimated accuracy of +/- 6 seconds.
 KE1063
 KE1063.The orthometric height was determined by differential leveling
 KE1063.and adjusted by the National Geodetic Survey in June 1991..
 KE1063
 KE1063.The geoid height was determined by GEOID03.
 KE1063
 KE1063.The dynamic height is computed by dividing the NAVD 88
 KE1063.geopotential number by the normal gravity value computed on the
 KE1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1063.degrees latitude (g = 980.6199 gals.).
 KE1063
 KE1063.The modeled gravity was interpolated from observed gravity values.
 KE1063
 KE1063;                    North         East    Units  Estimated Accuracy
 KE1063;SPC KS N     -    84,880.      599,910.      MT  (+/- 180 meters Scaled)
 KE1063
 KE1063                          SUPERSEDED SURVEY CONTROL
 KE1063
 KE1063.No superseded survey control is available for this station.
 KE1063
 KE1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD673285(NAD 83)
 KE1063_MARKER: DB = BENCH MARK DISK
 KE1063_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KE1063_SP_SET: FOUNDATION
 KE1063_STAMPING: H 367 1986
 KE1063_MARK LOGO: NGS   
 KE1063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1063+STABILITY: POSITION/ELEVATION WELL
 KE1063
 KE1063  HISTORY     - Date     Condition        Report By
 KE1063  HISTORY     - 1986     MONUMENTED       NGS
 KE1063
 KE1063                          STATION DESCRIPTION
 KE1063
 KE1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1063'IN TOPEKA.
 KE1063'IN TOPEKA, AT 1800 WEST GORDON STREET, 2.8 M (9.2 FT) NORTH-NORTHEAST
 KE1063'OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 1.6 M (5.2 FT)
 KE1063'SOUTHEAST OF THE CENTER OF THE SOUTH ENTRANCE TO THE CARGILL GRAIN
 KE1063'ELEVATOR, 1.0 M (3.3 FT) NORTH-NORTHEAST OF A STEP AND HAND RAIL, AND
 KE1063'0.1 M (0.3 FT) SOUTH-SOUTHWEST OF THE ELEVATOR WALL.
 KE1063'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1582 ***********************************************************************
 JE1582  DESIGNATION -  H 368
 JE1582  PID         -  JE1582
 JE1582  STATE/COUNTY-  KS/DOUGLAS
 JE1582  USGS QUAD   -  LAWRENCE WEST (1991)
 JE1582
 JE1582                         *CURRENT SURVEY CONTROL
 JE1582  ___________________________________________________________________
 JE1582* NAD 83(1986)-  38 58 18.     (N)    095 21 14.     (W)     SCALED    
 JE1582* NAVD 88     -       313.836  (meters)    1029.64   (feet)  ADJUSTED  
 JE1582  ___________________________________________________________________
 JE1582  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JE1582  DYNAMIC HT  -         313.630 (meters)    1028.97  (feet)  COMP
 JE1582  MODELED GRAV-     979,963.7   (mgal)                       NAVD 88
 JE1582
 JE1582  VERT ORDER  -  FIRST     CLASS II
 JE1582
 JE1582.The horizontal coordinates were scaled from a topographic map and have
 JE1582.an estimated accuracy of +/- 6 seconds.
 JE1582
 JE1582.The orthometric height was determined by differential leveling
 JE1582.and adjusted by the National Geodetic Survey in June 1991..
 JE1582
 JE1582.The geoid height was determined by GEOID03.
 JE1582
 JE1582.The dynamic height is computed by dividing the NAVD 88
 JE1582.geopotential number by the normal gravity value computed on the
 JE1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1582.degrees latitude (g = 980.6199 gals.).
 JE1582
 JE1582.The modeled gravity was interpolated from observed gravity values.
 JE1582
 JE1582;                    North         East    Units  Estimated Accuracy
 JE1582;SPC KS N     -    74,210.      629,280.      MT  (+/- 180 meters Scaled)
 JE1582
 JE1582                          SUPERSEDED SURVEY CONTROL
 JE1582
 JE1582.No superseded survey control is available for this station.
 JE1582
 JE1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD960162(NAD 83)
 JE1582_MARKER: I = METAL ROD
 JE1582_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JE1582_SP_SET: STAINLESS STEEL ROD
 JE1582_STAMPING: H 368 1986
 JE1582_MARK LOGO: NGS   
 JE1582_PROJECTION: FLUSH
 JE1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1582_ROD/PIPE-DEPTH: 4.3  meters
 JE1582
 JE1582  HISTORY     - Date     Condition        Report By
 JE1582  HISTORY     - 1986     MONUMENTED       NGS
 JE1582
 JE1582                          STATION DESCRIPTION
 JE1582
 JE1582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1582'8.2 KM (5.1 MI) WEST FROM LAWRENCE.
 JE1582'8.2 KM (5.1 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 JE1582'U.S. HIGHWAY 59 IN LAWRENCE, 72.8 M (238.8 FT) NORTH OF THE CENTERLINE
 JE1582'OF THE HIGHWAY, 29.8 M (97.8 FT) SOUTH OF A UTILITY POLE, AND 8.0 M
 JE1582'(26.2 FT) WEST OF THE CENTER OF TRAILRIDER ROAD.  NOTE--ACCESS TO
 JE1582'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JE1582'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JE1582'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1296 ***********************************************************************
 JF1296  DESIGNATION -  H 369
 JF1296  PID         -  JF1296
 JF1296  STATE/COUNTY-  KS/RENO
 JF1296  USGS QUAD   -  HUTCHINSON (1978)
 JF1296
 JF1296                         *CURRENT SURVEY CONTROL
 JF1296  ___________________________________________________________________
 JF1296* NAD 83(1986)-  38 02 51.     (N)    097 54 48.     (W)     SCALED    
 JF1296* NAVD 88     -       466.484  (meters)    1530.46   (feet)  ADJUSTED  
 JF1296  ___________________________________________________________________
 JF1296  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF1296  DYNAMIC HT  -         466.123 (meters)    1529.27  (feet)  COMP
 JF1296  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 JF1296
 JF1296  VERT ORDER  -  FIRST     CLASS II
 JF1296
 JF1296.The horizontal coordinates were scaled from a topographic map and have
 JF1296.an estimated accuracy of +/- 6 seconds.
 JF1296
 JF1296.The orthometric height was determined by differential leveling
 JF1296.and adjusted by the National Geodetic Survey in June 1991..
 JF1296
 JF1296.The geoid height was determined by GEOID03.
 JF1296
 JF1296.The dynamic height is computed by dividing the NAVD 88
 JF1296.geopotential number by the normal gravity value computed on the
 JF1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1296.degrees latitude (g = 980.6199 gals.).
 JF1296
 JF1296.The modeled gravity was interpolated from observed gravity values.
 JF1296
 JF1296;                    North         East    Units  Estimated Accuracy
 JF1296;SPC KS S     -   553,410.      451,490.      MT  (+/- 180 meters Scaled)
 JF1296
 JF1296                          SUPERSEDED SURVEY CONTROL
 JF1296
 JF1296.No superseded survey control is available for this station.
 JF1296
 JF1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH953116(NAD 83)
 JF1296_MARKER: I = METAL ROD
 JF1296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JF1296_SP_SET: STAINLESS STEEL ROD
 JF1296_STAMPING: H 369 1986
 JF1296_MARK LOGO: NGS   
 JF1296_PROJECTION: RECESSED 1 CENTIMETERS
 JF1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1296_ROD/PIPE-DEPTH: 23.7 meters
 JF1296
 JF1296  HISTORY     - Date     Condition        Report By
 JF1296  HISTORY     - 1986     MONUMENTED       NGS
 JF1296
 JF1296                          STATION DESCRIPTION
 JF1296
 JF1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1296'IN HUTCHINSON.
 JF1296'IN HUTCHINSON, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD
 JF1296'AND SEVERANCE STREET, 56.4 M (185.0 FT) WEST OF THE CENTER OF THE
 JF1296'STREET, 9.1 M (29.9 FT) SOUTH OF THE NEAR RAIL, AND 0.9 M (3.0 FT)
 JF1296'WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JF1296'5-INCH LOGO CAP.
 JF1296'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0120 ***********************************************************************
 JH0120  DESIGNATION -  H 37
 JH0120  PID         -  JH0120
 JH0120  STATE/COUNTY-  KS/LANE
 JH0120  USGS QUAD   -  HEALY (1974)
 JH0120
 JH0120                         *CURRENT SURVEY CONTROL
 JH0120  ___________________________________________________________________
 JH0120* NAD 83(1986)-  38 35 57.     (N)    100 36 59.     (W)     SCALED    
 JH0120* NAVD 88     -       870.164  (meters)    2854.86   (feet)  ADJUSTED  
 JH0120  ___________________________________________________________________
 JH0120  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 JH0120  DYNAMIC HT  -         869.446 (meters)    2852.51  (feet)  COMP
 JH0120  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 JH0120
 JH0120  VERT ORDER  -  SECOND    CLASS 0
 JH0120
 JH0120.The horizontal coordinates were scaled from a topographic map and have
 JH0120.an estimated accuracy of +/- 6 seconds.
 JH0120
 JH0120.The orthometric height was determined by differential leveling
 JH0120.and adjusted by the National Geodetic Survey in June 1991..
 JH0120
 JH0120.The geoid height was determined by GEOID03.
 JH0120
 JH0120.The dynamic height is computed by dividing the NAVD 88
 JH0120.geopotential number by the normal gravity value computed on the
 JH0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0120.degrees latitude (g = 980.6199 gals.).
 JH0120
 JH0120.The modeled gravity was interpolated from observed gravity values.
 JH0120
 JH0120;                    North         East    Units  Estimated Accuracy
 JH0120;SPC KS S     -   616,580.      215,650.      MT  (+/- 180 meters Scaled)
 JH0120
 JH0120                          SUPERSEDED SURVEY CONTROL
 JH0120
 JH0120  NGVD 29 (??/??/92)  869.869  (m)         2853.90   (f) ADJ UNCH    2 0
 JH0120
 JH0120.Superseded values are not recommended for survey control.
 JH0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0120.See file dsdata.txt to determine how the superseded data were derived.
 JH0120
 JH0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH592735(NAD 83)
 JH0120_MARKER: DB = BENCH MARK DISK
 JH0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0120+STABILITY: SURFACE MOTION
 JH0120
 JH0120  HISTORY     - Date     Condition        Report By
 JH0120  HISTORY     - UNK      MONUMENTED       CGS
 JH0120  HISTORY     - 1934     GOOD             NGS
 JH0120  HISTORY     - 1974     MARK NOT FOUND   USGS
 JH0120
 JH0120                          STATION DESCRIPTION
 JH0120
 JH0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0120'AT HEALY.
 JH0120'AT HEALY LOCATED ALONG THE R, OF W. OF THE MO. P.R.R. 100 YDS
 JH0120'N.E. STATION AT HEALY 100 FT. NORTH OF THE CENTER LINE OF MAIN
 JH0120'TRACK 35 FT. EAST OF CENTER LINE OF VILLAGE STREET.
 JH0120
 JH0120                          STATION RECOVERY (1974)
 JH0120
 JH0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JH0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0772 ***********************************************************************
 KF0772  DESIGNATION -  H 370
 KF0772  PID         -  KF0772
 KF0772  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0772  USGS QUAD   -  MANHATTAN (1991)
 KF0772
 KF0772                         *CURRENT SURVEY CONTROL
 KF0772  ___________________________________________________________________
 KF0772* NAD 83(1986)-  39 11 29.     (N)    096 32 09.     (W)     SCALED    
 KF0772* NAVD 88     -       307.246  (meters)    1008.02   (feet)  ADJUSTED  
 KF0772  ___________________________________________________________________
 KF0772  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 KF0772  DYNAMIC HT  -         307.043 (meters)    1007.36  (feet)  COMP
 KF0772  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 KF0772
 KF0772  VERT ORDER  -  FIRST     CLASS II
 KF0772
 KF0772.The horizontal coordinates were scaled from a topographic map and have
 KF0772.an estimated accuracy of +/- 6 seconds.
 KF0772
 KF0772.The orthometric height was determined by differential leveling
 KF0772.and adjusted by the National Geodetic Survey in June 1991..
 KF0772
 KF0772.The geoid height was determined by GEOID03.
 KF0772
 KF0772.The dynamic height is computed by dividing the NAVD 88
 KF0772.geopotential number by the normal gravity value computed on the
 KF0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0772.degrees latitude (g = 980.6199 gals.).
 KF0772
 KF0772.The modeled gravity was interpolated from observed gravity values.
 KF0772
 KF0772;                    North         East    Units  Estimated Accuracy
 KF0772;SPC KS N     -    96,280.      526,480.      MT  (+/- 180 meters Scaled)
 KF0772
 KF0772                          SUPERSEDED SURVEY CONTROL
 KF0772
 KF0772.No superseded survey control is available for this station.
 KF0772
 KF0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ128409(NAD 83)
 KF0772_MARKER: DB = BENCH MARK DISK
 KF0772_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KF0772_SP_SET: BRIDGE ABUTMENT
 KF0772_STAMPING: H 370 1986
 KF0772_MARK LOGO: NGS   
 KF0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0772
 KF0772  HISTORY     - Date     Condition        Report By
 KF0772  HISTORY     - 1986     MONUMENTED       NGS
 KF0772
 KF0772                          STATION DESCRIPTION
 KF0772
 KF0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0772'2.7 KM (1.7 MI) EAST FROM MANHATTAN.
 KF0772'2.7 KM (1.7 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0772'STATION IN MANHATTAN, IN TOP OF AND 0.8 M (2.6 FT) SOUTH OF THE NORTH
 KF0772'END OF THE EAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING THE
 KF0772'BIG BLUE RIVER, AND 3.1 M (10.2 FT) NORTH OF THE NEAR RAIL.
 KF0772'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1608 ***********************************************************************
 JE1608  DESIGNATION -  H 371
 JE1608  PID         -  JE1608
 JE1608  STATE/COUNTY-  KS/JOHNSON
 JE1608  USGS QUAD   -  DE SOTO (1991)
 JE1608
 JE1608                         *CURRENT SURVEY CONTROL
 JE1608  ___________________________________________________________________
 JE1608* NAD 83(1986)-  38 57 37.     (N)    094 58 14.     (W)     SCALED    
 JE1608* NAVD 88     -       248.493  (meters)     815.26   (feet)  ADJUSTED  
 JE1608  ___________________________________________________________________
 JE1608  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JE1608  DYNAMIC HT  -         248.331 (meters)     814.73  (feet)  COMP
 JE1608  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 JE1608
 JE1608  VERT ORDER  -  FIRST     CLASS II
 JE1608
 JE1608.The horizontal coordinates were scaled from a topographic map and have
 JE1608.an estimated accuracy of +/- 6 seconds.
 JE1608
 JE1608.The orthometric height was determined by differential leveling
 JE1608.and adjusted by the National Geodetic Survey in June 1991..
 JE1608
 JE1608.The geoid height was determined by GEOID03.
 JE1608
 JE1608.The dynamic height is computed by dividing the NAVD 88
 JE1608.geopotential number by the normal gravity value computed on the
 JE1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1608.degrees latitude (g = 980.6199 gals.).
 JE1608
 JE1608.The modeled gravity was interpolated from observed gravity values.
 JE1608
 JE1608;                    North         East    Units  Estimated Accuracy
 JE1608;SPC KS N     -    73,990.      662,520.      MT  (+/- 180 meters Scaled)
 JE1608
 JE1608                          SUPERSEDED SURVEY CONTROL
 JE1608
 JE1608.No superseded survey control is available for this station.
 JE1608
 JE1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD292142(NAD 83)
 JE1608_MARKER: DB = BENCH MARK DISK
 JE1608_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1608_SP_SET: BRIDGE ABUTMENT
 JE1608_STAMPING: H 371 1986
 JE1608_MARK LOGO: NGS   
 JE1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1608+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE1608
 JE1608  HISTORY     - Date     Condition        Report By
 JE1608  HISTORY     - 1986     MONUMENTED       NGS
 JE1608  HISTORY     - 20051112 GOOD             GEOCAC
 JE1608
 JE1608                          STATION DESCRIPTION
 JE1608
 JE1608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1608'30.4 KM (18.9 MI) EAST FROM LAWRENCE.
 JE1608'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION WITH
 JE1608'U.S. HIGHWAY 40 IN LAWRENCE, THENCE 27.0 KM (16.75 MI) EASTERLY ALONG
 JE1608'STATE HIGHWAY 10, SET VERTICALLY IN THE SOUTH FACE OF THE WEST
 JE1608'CONCRETE ABUTMENT OF THE WEST BOUND HIGHWAY BRIDGE SPANNING KILL
 JE1608'CREEK, 5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES
 JE1608'OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE
 JE1608'ABUTMENT.
 JE1608'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JE1608
 JE1608                          STATION RECOVERY (2005)
 JE1608
 JE1608'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0784 ***********************************************************************
 HG0784  DESIGNATION -  H 372
 HG0784  PID         -  HG0784
 HG0784  STATE/COUNTY-  KS/KINGMAN
 HG0784  USGS QUAD   -  KINGMAN NW (1967)
 HG0784
 HG0784                         *CURRENT SURVEY CONTROL
 HG0784  ___________________________________________________________________
 HG0784* NAD 83(1986)-  37 38 34.     (N)    098 12 31.     (W)     SCALED    
 HG0784* NAVD 88     -       489.158  (meters)    1604.85   (feet)  ADJUSTED  
 HG0784  ___________________________________________________________________
 HG0784  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 HG0784  DYNAMIC HT  -         488.752 (meters)    1603.51  (feet)  COMP
 HG0784  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 HG0784
 HG0784  VERT ORDER  -  FIRST     CLASS II
 HG0784
 HG0784.The horizontal coordinates were scaled from a topographic map and have
 HG0784.an estimated accuracy of +/- 6 seconds.
 HG0784
 HG0784.The orthometric height was determined by differential leveling
 HG0784.and adjusted by the National Geodetic Survey in June 1991..
 HG0784
 HG0784.The geoid height was determined by GEOID03.
 HG0784
 HG0784.The dynamic height is computed by dividing the NAVD 88
 HG0784.geopotential number by the normal gravity value computed on the
 HG0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0784.degrees latitude (g = 980.6199 gals.).
 HG0784
 HG0784.The modeled gravity was interpolated from observed gravity values.
 HG0784
 HG0784;                    North         East    Units  Estimated Accuracy
 HG0784;SPC KS S     -   508,370.      425,720.      MT  (+/- 180 meters Scaled)
 HG0784
 HG0784                          SUPERSEDED SURVEY CONTROL
 HG0784
 HG0784.No superseded survey control is available for this station.
 HG0784
 HG0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG698664(NAD 83)
 HG0784_MARKER: I = METAL ROD
 HG0784_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0784_SP_SET: STAINLESS STEEL ROD
 HG0784_STAMPING: H 372 1987
 HG0784_MARK LOGO: NGS   
 HG0784_PROJECTION: FLUSH
 HG0784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0784_ROD/PIPE-DEPTH: 16.1 meters
 HG0784
 HG0784  HISTORY     - Date     Condition        Report By
 HG0784  HISTORY     - 1987     MONUMENTED       NGS
 HG0784
 HG0784                          STATION DESCRIPTION
 HG0784
 HG0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 HG0784'9.0 KM (5.6 MI) WEST FROM KINGMAN.
 HG0784'8.6 KM (5.35 MI) WESTERLY ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH
 HG0784'STATE HIGHWAY 14 IN KINGMAN, THENCE 0.4 KM (0.25 MI) SOUTH ALONG
 HG0784'COUNTY ROAD 704, 48.5 M (159.1 FT) SOUTH OF THE EAST END OF A BOX
 HG0784'CULVERT, 24.6 M (80.7 FT) NORTH OF UTILITY POLE NUMBER 22, AND 12.4 M
 HG0784'(40.7 FT) EAST OF THE CENTER OF THE ROAD.  NOTE--ACCESS TO DATUM POINT
 HG0784'IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0784'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST AND FENCE
 HG0784'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8176 ***********************************************************************
 AE8176  DESIGNATION -  H 375
 AE8176  PID         -  AE8176
 AE8176  STATE/COUNTY-  KS/DOUGLAS
 AE8176  USGS QUAD   -  PERRY (1975)
 AE8176
 AE8176                         *CURRENT SURVEY CONTROL
 AE8176  ___________________________________________________________________
 AE8176* NAD 83(1986)-  39 02 52.     (N)    095 23 20.     (W)     SCALED    
 AE8176* NAVD 88     -       269.414  (meters)     883.90   (feet)  ADJUSTED  
 AE8176  ___________________________________________________________________
 AE8176  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 AE8176  DYNAMIC HT  -         269.240 (meters)     883.33  (feet)  COMP
 AE8176  MODELED GRAV-     979,974.0   (mgal)                       NAVD 88
 AE8176
 AE8176  VERT ORDER  -  FIRST     CLASS II
 AE8176
 AE8176.The horizontal coordinates were scaled from a topographic map and have
 AE8176.an estimated accuracy of +/- 6 seconds.
 AE8176
 AE8176.The orthometric height was determined by differential leveling
 AE8176.and adjusted by the National Geodetic Survey in July 2002..
 AE8176
 AE8176.The geoid height was determined by GEOID03.
 AE8176
 AE8176.The dynamic height is computed by dividing the NAVD 88
 AE8176.geopotential number by the normal gravity value computed on the
 AE8176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8176.degrees latitude (g = 980.6199 gals.).
 AE8176
 AE8176.The modeled gravity was interpolated from observed gravity values.
 AE8176
 AE8176;                    North         East    Units  Estimated Accuracy
 AE8176;SPC KS N     -    82,570.      626,000.      MT  (+/- 180 meters Scaled)
 AE8176
 AE8176                          SUPERSEDED SURVEY CONTROL
 AE8176
 AE8176.No superseded survey control is available for this station.
 AE8176
 AE8176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD932247(NAD 83)
 AE8176_MARKER: DV = VERTICAL CONTROL DISK
 AE8176_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8176_SP_SET: BRIDGE ABUTMENT
 AE8176_STAMPING: H 375 1997
 AE8176_MARK LOGO: NGS   
 AE8176_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8176+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8176
 AE8176  HISTORY     - Date     Condition        Report By
 AE8176  HISTORY     - 1997     MONUMENTED       NGS
 AE8176
 AE8176                          STATION DESCRIPTION
 AE8176
 AE8176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE8176'0.3 KM (0.20 MI) EASTERLY ALONG WOODSON AVENUE FROM THE POST OFFICE IN
 AE8176'LECOMPTON, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG COUNTY ROAD 600
 AE8176'EAST, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF
 AE8176'THE SOUTHWEST ABUTMENT GUARDRAIL OF THE ROAD BRIDGE SPANNING THE
 AE8176'KANSAS RIVER, 4.7 M (15.4 FT) NORTHWEST OF THE ROAD CENTERLINE, 0.3 M
 AE8176'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) SOUTHEAST OF
 AE8176'THE NORTHWEST END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0269 ***********************************************************************
 JG0269  DESIGNATION -  H 38 RESET
 JG0269  PID         -  JG0269
 JG0269  STATE/COUNTY-  KS/BARTON
 JG0269  USGS QUAD   -  SUSANK (1969)
 JG0269
 JG0269                         *CURRENT SURVEY CONTROL
 JG0269  ___________________________________________________________________
 JG0269* NAD 83(1986)-  38 41 44.     (N)    098 50 58.     (W)     SCALED    
 JG0269* NAVD 88     -       581.37   (meters)    1907.4    (feet)  RESET     
 JG0269  ___________________________________________________________________
 JG0269  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 JG0269
 JG0269  VERT ORDER  -  THIRD
 JG0269
 JG0269.The horizontal coordinates were scaled from a topographic map and have
 JG0269.an estimated accuracy of +/- 6 seconds.
 JG0269
 JG0269.The orthometric height was computed from unverified reset data.
 JG0269
 JG0269.The geoid height was determined by GEOID03.
 JG0269
 JG0269;                    North         East    Units  Estimated Accuracy
 JG0269;SPC KS S     -   625,240.      369,600.      MT  (+/- 180 meters Scaled)
 JG0269
 JG0269                          SUPERSEDED SURVEY CONTROL
 JG0269
 JG0269.No superseded survey control is available for this station.
 JG0269
 JG0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH130830(NAD 83)
 JG0269_MARKER: DB = BENCH MARK DISK
 JG0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0269_SP_SET: CULVERT
 JG0269_STAMPING: H 38 1934 RESET 1962
 JG0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0269
 JG0269  HISTORY     - Date     Condition        Report By
 JG0269  HISTORY     - 1962     MONUMENTED       CGS
 JG0269
 JG0269                          STATION DESCRIPTION
 JG0269
 JG0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JG0269'12 MI N FROM BOYD.
 JG0269'ABOUT 12 MILES NORTH ALONG U.S. HIGHWAY 281 FROM BOYD, BARTON
 JG0269'COUNTY, 11 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 281 AND
 JG0269'STATE HIGHWAY 4, AND 12.8 MILES SOUTH OF RUSSELL, RUSSELL COUNTY,
 JG0269'127 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD ALONG THE
 JG0269'BARTON-RUSSELL COUNTY LINE, 32 FEET WEST OF THE CENTERLINE OF
 JG0269'U.S. HIGHWAY 281, AT A 3- BY 3-FOOT CONCRETE CULVERT, IN THE
 JG0269'CENTER OF THE TOP OF THE WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0432 ***********************************************************************
 HF0432  DESIGNATION -  H 39
 HF0432  PID         -  HF0432
 HF0432  STATE/COUNTY-  KS/SEDGWICK
 HF0432  USGS QUAD   -  BAYNEVILLE (1981)
 HF0432
 HF0432                         *CURRENT SURVEY CONTROL
 HF0432  ___________________________________________________________________
 HF0432* NAD 83(1986)-  37 37 17.     (N)    097 28 03.     (W)     SCALED    
 HF0432* NAVD 88     -       405.866  (meters)    1331.58   (feet)  ADJUSTED  
 HF0432  ___________________________________________________________________
 HF0432  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 HF0432  DYNAMIC HT  -         405.542 (meters)    1330.52  (feet)  COMP
 HF0432  MODELED GRAV-     979,819.9   (mgal)                       NAVD 88
 HF0432
 HF0432  VERT ORDER  -  SECOND    CLASS 0
 HF0432
 HF0432.The horizontal coordinates were scaled from a topographic map and have
 HF0432.an estimated accuracy of +/- 6 seconds.
 HF0432
 HF0432.The orthometric height was determined by differential leveling
 HF0432.and adjusted by the National Geodetic Survey in June 1991..
 HF0432
 HF0432.The geoid height was determined by GEOID03.
 HF0432
 HF0432.The dynamic height is computed by dividing the NAVD 88
 HF0432.geopotential number by the normal gravity value computed on the
 HF0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0432.degrees latitude (g = 980.6199 gals.).
 HF0432
 HF0432.The modeled gravity was interpolated from observed gravity values.
 HF0432
 HF0432;                    North         East    Units  Estimated Accuracy
 HF0432;SPC KS S     -   506,460.      491,150.      MT  (+/- 180 meters Scaled)
 HF0432
 HF0432                          SUPERSEDED SURVEY CONTROL
 HF0432
 HF0432  NGVD 29 (??/??/92)  405.725  (m)         1331.12   (f) ADJ UNCH    2 0
 HF0432
 HF0432.Superseded values are not recommended for survey control.
 HF0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0432.See file dsdata.txt to determine how the superseded data were derived.
 HF0432
 HF0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG352649(NAD 83)
 HF0432_MARKER: DB = BENCH MARK DISK
 HF0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0432_STAMPING: H 39 1934
 HF0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0432+STABILITY: SURFACE MOTION
 HF0432
 HF0432  HISTORY     - Date     Condition        Report By
 HF0432  HISTORY     - 1934     MONUMENTED       CGS
 HF0432  HISTORY     - 1954     POOR             NGS
 HF0432
 HF0432                          STATION DESCRIPTION
 HF0432
 HF0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HF0432'AT SHULTE.
 HF0432'AT SCHULTE, 90.0 YARDS EAST OF THE EAST END OF THE ATCHISON,
 HF0432'TOPEKA AND SANTA FE RAILWAY STATION, AT MILEAGE 217.51 ABOUT
 HF0432'165.0 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 45.0
 HF0432'FEET NORTHEAST OF THE CENTERLINE OF A DIRT ROAD, AND 42.0 FEET
 HF0432'SOUTH OF THE MAIN TRACK.  A STANDARD DISK, STAMPED H 39 1934
 HF0432'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MONUMENT IS
 HF0432'LOOSE IN THE GROUND AND FROM MARKS ON THE SIDE INDICATES THAT
 HF0432'IT WAS HIT BY A MAINTENANCE BLADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0804 ***********************************************************************
 JF0804  DESIGNATION -  H 4
 JF0804  PID         -  JF0804
 JF0804  STATE/COUNTY-  KS/MCPHERSON
 JF0804  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0804
 JF0804                         *CURRENT SURVEY CONTROL
 JF0804  ___________________________________________________________________
 JF0804* NAD 83(1986)-  38 22 02.     (N)    097 40 01.     (W)     SCALED    
 JF0804* NAVD 88     -       456.381  (meters)    1497.31   (feet)  ADJUSTED  
 JF0804  ___________________________________________________________________
 JF0804  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF0804  DYNAMIC HT  -         456.050 (meters)    1496.22  (feet)  COMP
 JF0804  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 JF0804
 JF0804  VERT ORDER  -  FIRST     CLASS II
 JF0804
 JF0804.The horizontal coordinates were scaled from a topographic map and have
 JF0804.an estimated accuracy of +/- 6 seconds.
 JF0804
 JF0804.The orthometric height was determined by differential leveling
 JF0804.and adjusted by the National Geodetic Survey in June 1991..
 JF0804.WARNING-Repeat measurements at this control monument indicate possible
 JF0804.vertical movement.
 JF0804
 JF0804.The geoid height was determined by GEOID03.
 JF0804
 JF0804.The dynamic height is computed by dividing the NAVD 88
 JF0804.geopotential number by the normal gravity value computed on the
 JF0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0804.degrees latitude (g = 980.6199 gals.).
 JF0804
 JF0804.The modeled gravity was interpolated from observed gravity values.
 JF0804
 JF0804;                    North         East    Units  Estimated Accuracy
 JF0804;SPC KS S     -   589,070.      472,800.      MT  (+/- 180 meters Scaled)
 JF0804
 JF0804                          SUPERSEDED SURVEY CONTROL
 JF0804
 JF0804  NGVD 29 (??/??/92)  456.249  (m)         1496.88   (f) ADJ UNCH    1 2
 JF0804
 JF0804.Superseded values are not recommended for survey control.
 JF0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0804.See file dsdata.txt to determine how the superseded data were derived.
 JF0804
 JF0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH164474(NAD 83)
 JF0804_MARKER: Q = CHISELED SQUARE
 JF0804_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JF0804+WITH SETTING: PAVEMENT
 JF0804_SP_SET: STEP
 JF0804_MARK LOGO: NONE  
 JF0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0804+STABILITY: SURFACE MOTION
 JF0804
 JF0804  HISTORY     - Date     Condition        Report By
 JF0804  HISTORY     - UNK      MONUMENTED       CGS
 JF0804  HISTORY     - 1952     GOOD             NGS
 JF0804  HISTORY     - 1986     GOOD             NGS
 JF0804
 JF0804                          STATION DESCRIPTION
 JF0804
 JF0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JF0804'AT MC PHERSON.
 JF0804'AT MC PHERSON, AT THE CORNER OF SOUTH MAIN STREET AND EAST
 JF0804'SOUTHERLAND STREET, 30 FEET EAST OF THE EAST SIDE OF THE DOOR
 JF0804'OF THE UNION BUS DEPOT, THE BOTTOM OF A SQUARE HOLE IN THE
 JF0804'SECOND STONE STEP ABOVE THE SIDEWALK TO THE MAC THEATRE, AT THE
 JF0804'SOUTH DOOR OF THE THEATRE, SURROUNDED BY THE LETTERS U.S.B.M.
 JF0804
 JF0804                          STATION RECOVERY (1986)
 JF0804
 JF0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0149 ***********************************************************************
 JG0149  DESIGNATION -  H 40
 JG0149  PID         -  JG0149
 JG0149  STATE/COUNTY-  KS/PAWNEE
 JG0149  USGS QUAD   -  RADIUM (1969)
 JG0149
 JG0149                         *CURRENT SURVEY CONTROL
 JG0149  ___________________________________________________________________
 JG0149* NAD 83(1986)-  38 10 27.     (N)    098 55 49.     (W)     SCALED    
 JG0149* NAVD 88     -       597.381  (meters)    1959.91   (feet)  ADJUSTED  
 JG0149  ___________________________________________________________________
 JG0149  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 JG0149  DYNAMIC HT  -         596.918 (meters)    1958.39  (feet)  COMP
 JG0149  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 JG0149
 JG0149  VERT ORDER  -  SECOND    CLASS 0
 JG0149
 JG0149.The horizontal coordinates were scaled from a topographic map and have
 JG0149.an estimated accuracy of +/- 6 seconds.
 JG0149
 JG0149.The orthometric height was determined by differential leveling
 JG0149.and adjusted by the National Geodetic Survey in June 1991..
 JG0149
 JG0149.The geoid height was determined by GEOID03.
 JG0149
 JG0149.The dynamic height is computed by dividing the NAVD 88
 JG0149.geopotential number by the normal gravity value computed on the
 JG0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0149.degrees latitude (g = 980.6199 gals.).
 JG0149
 JG0149.The modeled gravity was interpolated from observed gravity values.
 JG0149
 JG0149;                    North         East    Units  Estimated Accuracy
 JG0149;SPC KS S     -   567,400.      362,300.      MT  (+/- 180 meters Scaled)
 JG0149
 JG0149                          SUPERSEDED SURVEY CONTROL
 JG0149
 JG0149  NGVD 29 (??/??/92)  597.220  (m)         1959.38   (f) ADJ UNCH    2 0
 JG0149
 JG0149.Superseded values are not recommended for survey control.
 JG0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0149.See file dsdata.txt to determine how the superseded data were derived.
 JG0149
 JG0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH061251(NAD 83)
 JG0149_MARKER: DB = BENCH MARK DISK
 JG0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0149+STABILITY: SURFACE MOTION
 JG0149
 JG0149  HISTORY     - Date     Condition        Report By
 JG0149  HISTORY     - UNK      MONUMENTED       CGS
 JG0149  HISTORY     - 1934     GOOD             NGS
 JG0149  HISTORY     - 1969     MARK NOT FOUND   USGS
 JG0149
 JG0149                          STATION DESCRIPTION
 JG0149
 JG0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0149'8.8 MI E FROM LARNED.
 JG0149'8.8 MILES EAST OF LARNED, SET ON RIGHT OF WAY OF MISSOURI PACIFIC
 JG0149'R.R. 32 FT. NORTH OF CENTER LINE OF R.R., 40 FT. SOUTH OF
 JG0149'CENTER LINE OF COUNTY ROAD CROSSING.  23 FT. EAST OF INTERSECTION
 JG0149'OF RDS.
 JG0149
 JG0149                          STATION RECOVERY (1969)
 JG0149
 JG0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JG0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0300 ***********************************************************************
 HG0300  DESIGNATION -  H 41
 HG0300  PID         -  HG0300
 HG0300  STATE/COUNTY-  KS/STAFFORD
 HG0300  USGS QUAD   -  STAFFORD SW (1971)
 HG0300
 HG0300                         *CURRENT SURVEY CONTROL
 HG0300  ___________________________________________________________________
 HG0300* NAD 83(1986)-  37 51 15.     (N)    098 44 49.     (W)     SCALED    
 HG0300* NAVD 88     -       589.263  (meters)    1933.27   (feet)  ADJUSTED  
 HG0300  ___________________________________________________________________
 HG0300  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 HG0300  DYNAMIC HT  -         588.790 (meters)    1931.72  (feet)  COMP
 HG0300  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 HG0300
 HG0300  VERT ORDER  -  SECOND    CLASS 0
 HG0300
 HG0300.The horizontal coordinates were scaled from a topographic map and have
 HG0300.an estimated accuracy of +/- 6 seconds.
 HG0300
 HG0300.The orthometric height was determined by differential leveling
 HG0300.and adjusted by the National Geodetic Survey in June 1991..
 HG0300
 HG0300.The geoid height was determined by GEOID03.
 HG0300
 HG0300.The dynamic height is computed by dividing the NAVD 88
 HG0300.geopotential number by the normal gravity value computed on the
 HG0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0300.degrees latitude (g = 980.6199 gals.).
 HG0300
 HG0300.The modeled gravity was interpolated from observed gravity values.
 HG0300
 HG0300;                    North         East    Units  Estimated Accuracy
 HG0300;SPC KS S     -   531,820.      378,270.      MT  (+/- 180 meters Scaled)
 HG0300
 HG0300                          SUPERSEDED SURVEY CONTROL
 HG0300
 HG0300  NGVD 29 (??/??/92)  589.020  (m)         1932.48   (f) ADJ UNCH    2 0
 HG0300
 HG0300.Superseded values are not recommended for survey control.
 HG0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0300.See file dsdata.txt to determine how the superseded data were derived.
 HG0300
 HG0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG222896(NAD 83)
 HG0300_MARKER: DB = BENCH MARK DISK
 HG0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0300_STAMPING: H 41 1934
 HG0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0300+STABILITY: SURFACE MOTION
 HG0300
 HG0300  HISTORY     - Date     Condition        Report By
 HG0300  HISTORY     - 1934     MONUMENTED       CGS
 HG0300  HISTORY     - 1963     GOOD             LOCENG
 HG0300  HISTORY     - 1970     MARK NOT FOUND   USGS
 HG0300
 HG0300                          STATION DESCRIPTION
 HG0300
 HG0300'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 HG0300'9.9 MI S FROM ST JOHN.
 HG0300'ABOUT 9.9 MILES SOUTH ALONG STATE HIGHWAY 281 FROM SAINT JOHN,
 HG0300'STAFFORD COUNTY, 49 FEET NORTHEAST OF THE INTERSECTION WITH
 HG0300'A COUNTY ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 HG0300'AND 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 HG0300'DISK STAMPED H 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0300'NOTE-- THIS BM IS IN LINE 46 KANSAS NEAR SW. COR. SEC. 22,
 HG0300'T-25-S, R13-W, STATE HWY. 8 MENTIONED IN ORIG. DESCRIPTION IS
 HG0300'NOW U.S. HWY. 281 THE BENCH MARK IS COVERED WITH ABOUT 6 INCHES
 HG0300'OF SAND.
 HG0300
 HG0300                          STATION RECOVERY (1970)
 HG0300
 HG0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 HG0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0008 ***********************************************************************
 HF0008  DESIGNATION -  H 42
 HF0008  PID         -  HF0008
 HF0008  STATE/COUNTY-  KS/GREENWOOD
 HF0008  USGS QUAD   -  PIEDMONT NE (1964)
 HF0008
 HF0008                         *CURRENT SURVEY CONTROL
 HF0008  ___________________________________________________________________
 HF0008* NAD 83(1986)-  37 37 38.     (N)    096 16 18.     (W)     SCALED    
 HF0008* NAVD 88     -       351.574  (meters)    1153.46   (feet)  ADJUSTED  
 HF0008  ___________________________________________________________________
 HF0008  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 HF0008  DYNAMIC HT  -         351.292 (meters)    1152.53  (feet)  COMP
 HF0008  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 HF0008
 HF0008  VERT ORDER  -  SECOND    CLASS 0
 HF0008
 HF0008.The horizontal coordinates were scaled from a topographic map and have
 HF0008.an estimated accuracy of +/- 6 seconds.
 HF0008
 HF0008.The orthometric height was determined by differential leveling
 HF0008.and adjusted by the National Geodetic Survey in June 1991..
 HF0008
 HF0008.The geoid height was determined by GEOID03.
 HF0008
 HF0008.The dynamic height is computed by dividing the NAVD 88
 HF0008.geopotential number by the normal gravity value computed on the
 HF0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0008.degrees latitude (g = 980.6199 gals.).
 HF0008
 HF0008.The modeled gravity was interpolated from observed gravity values.
 HF0008
 HF0008;                    North         East    Units  Estimated Accuracy
 HF0008;SPC KS S     -   508,960.      596,680.      MT  (+/- 180 meters Scaled)
 HF0008
 HF0008                          SUPERSEDED SURVEY CONTROL
 HF0008
 HF0008  NGVD 29 (??/??/92)  351.414  (m)         1152.93   (f) ADJ UNCH    2 0
 HF0008
 HF0008.Superseded values are not recommended for survey control.
 HF0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0008.See file dsdata.txt to determine how the superseded data were derived.
 HF0008
 HF0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG407679(NAD 83)
 HF0008_MARKER: DB = BENCH MARK DISK
 HF0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0008_STAMPING: H 42 1934
 HF0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0008+STABILITY: SURFACE MOTION
 HF0008
 HF0008  HISTORY     - Date     Condition        Report By
 HF0008  HISTORY     - 1934     MONUMENTED       CGS
 HF0008  HISTORY     - 19910130 GOOD             USPSQD
 HF0008
 HF0008                          STATION DESCRIPTION
 HF0008
 HF0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0008'2.4 MI W FROM SEVERY.
 HF0008'2.4 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0008'SEVERY, GREENWOOD COUNTY, 6 POLES WEST OF MILEPOST 441, 28.0 FEET
 HF0008'WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH ROAD, AND 48.0 FEET
 HF0008'NORTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 HF0008'STAMPED H 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0008
 HF0008                          STATION RECOVERY (1991)
 HF0008
 HF0008'RECOVERY NOTE BY US POWER SQUADRON 1991 (RW)
 HF0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0260 ***********************************************************************
 HF0260  DESIGNATION -  H 43
 HF0260  PID         -  HF0260
 HF0260  STATE/COUNTY-  KS/BUTLER
 HF0260  USGS QUAD   -  CAMBRIDGE NW (1983)
 HF0260
 HF0260                         *CURRENT SURVEY CONTROL
 HF0260  ___________________________________________________________________
 HF0260* NAD 83(1986)-  37 29 38.     (N)    096 40 59.     (W)     SCALED    
 HF0260* NAVD 88     -       461.180  (meters)    1513.05   (feet)  ADJUSTED  
 HF0260  ___________________________________________________________________
 HF0260  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 HF0260  DYNAMIC HT  -         460.804 (meters)    1511.82  (feet)  COMP
 HF0260  MODELED GRAV-     979,800.0   (mgal)                       NAVD 88
 HF0260
 HF0260  VERT ORDER  -  SECOND    CLASS 0
 HF0260
 HF0260.The horizontal coordinates were scaled from a topographic map and have
 HF0260.an estimated accuracy of +/- 6 seconds.
 HF0260
 HF0260.The orthometric height was determined by differential leveling
 HF0260.and adjusted by the National Geodetic Survey in June 1991..
 HF0260
 HF0260.The geoid height was determined by GEOID03.
 HF0260
 HF0260.The dynamic height is computed by dividing the NAVD 88
 HF0260.geopotential number by the normal gravity value computed on the
 HF0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0260.degrees latitude (g = 980.6199 gals.).
 HF0260
 HF0260.The modeled gravity was interpolated from observed gravity values.
 HF0260
 HF0260;                    North         East    Units  Estimated Accuracy
 HF0260;SPC KS S     -   493,380.      560,660.      MT  (+/- 180 meters Scaled)
 HF0260
 HF0260                          SUPERSEDED SURVEY CONTROL
 HF0260
 HF0260  NGVD 29 (??/??/92)  461.000  (m)         1512.46   (f) ADJ UNCH    2 0
 HF0260
 HF0260.Superseded values are not recommended for survey control.
 HF0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0260.See file dsdata.txt to determine how the superseded data were derived.
 HF0260
 HF0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG048521(NAD 83)
 HF0260_MARKER: DB = BENCH MARK DISK
 HF0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0260_STAMPING: H 43 1934
 HF0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0260+STABILITY: SURFACE MOTION
 HF0260
 HF0260  HISTORY     - Date     Condition        Report By
 HF0260  HISTORY     - 1934     MONUMENTED       CGS
 HF0260  HISTORY     - 1963     MARK NOT FOUND   USGS
 HF0260  HISTORY     - 20060815 MARK NOT FOUND   INDIV
 HF0260
 HF0260                          STATION DESCRIPTION
 HF0260
 HF0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0260'3.8 MI SW FROM LATHAM.
 HF0260'3.8 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HF0260'FROM LATHAM, BUTLER COUNTY, AT MILEAGE 474.80, AND 34 FEET
 HF0260'NORTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 HF0260'STAMPED H 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0260
 HF0260                          STATION RECOVERY (1963)
 HF0260
 HF0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HF0260'MARK NOT FOUND.
 HF0260
 HF0260                          STATION RECOVERY (2006)
 HF0260
 HF0260'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0260'RAILROAD TRACKS AND ALL RELATED SIGNS AND MARKERS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0928 ***********************************************************************
 JE0928  DESIGNATION -  H 44
 JE0928  PID         -  JE0928
 JE0928  STATE/COUNTY-  KS/DOUGLAS
 JE0928  USGS QUAD   -  BALDWIN CITY (1978)
 JE0928
 JE0928                         *CURRENT SURVEY CONTROL
 JE0928  ___________________________________________________________________
 JE0928* NAD 83(1986)-  38 46 04.     (N)    095 12 35.     (W)     SCALED    
 JE0928* NAVD 88     -       325.212  (meters)    1066.97   (feet)  ADJUSTED  
 JE0928  ___________________________________________________________________
 JE0928  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 JE0928  DYNAMIC HT  -         324.991 (meters)    1066.24  (feet)  COMP
 JE0928  MODELED GRAV-     979,941.0   (mgal)                       NAVD 88
 JE0928
 JE0928  VERT ORDER  -  SECOND    CLASS 0
 JE0928
 JE0928.The horizontal coordinates were scaled from a topographic map and have
 JE0928.an estimated accuracy of +/- 6 seconds.
 JE0928
 JE0928.The orthometric height was determined by differential leveling
 JE0928.and adjusted by the National Geodetic Survey in June 1991..
 JE0928.WARNING-Repeat measurements at this control monument indicate possible
 JE0928.vertical movement.
 JE0928
 JE0928.The geoid height was determined by GEOID03.
 JE0928
 JE0928.The dynamic height is computed by dividing the NAVD 88
 JE0928.geopotential number by the normal gravity value computed on the
 JE0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0928.degrees latitude (g = 980.6199 gals.).
 JE0928
 JE0928.The modeled gravity was interpolated from observed gravity values.
 JE0928
 JE0928;                    North         East    Units  Estimated Accuracy
 JE0928;SPC KS N     -    51,960.      642,460.      MT  (+/- 180 meters Scaled)
 JE0928
 JE0928                          SUPERSEDED SURVEY CONTROL
 JE0928
 JE0928  NGVD 29 (??/??/92)  325.095  (m)         1066.58   (f) ADJ UNCH    2 0
 JE0928
 JE0928.Superseded values are not recommended for survey control.
 JE0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0928.See file dsdata.txt to determine how the superseded data were derived.
 JE0928
 JE0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC080933(NAD 83)
 JE0928_MARKER: DB = BENCH MARK DISK
 JE0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0928_STAMPING: H 44 1934
 JE0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0928+STABILITY: SURFACE MOTION
 JE0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0928+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 JE0928
 JE0928  HISTORY     - Date     Condition        Report By
 JE0928  HISTORY     - 1934     MONUMENTED       CGS
 JE0928  HISTORY     - 1960     GOOD             NGS
 JE0928  HISTORY     - 1980     GOOD             NGS
 JE0928  HISTORY     - 20050922 GOOD             GEOCAC
 JE0928
 JE0928                          STATION DESCRIPTION
 JE0928
 JE0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JE0928'0.7 MI SW FROM BALDWIN.
 JE0928'0.7 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE0928'FROM THE STATION AT BALDWIN, DOUGLAS COUNTY, AT MILEPOST 16, AT
 JE0928'A ROAD CROSSING, 81 FEET NORTH OF THE CENTER OF THE CROSSING,
 JE0928'44 FEET NORTHWEST OF THE NORTHWEST RAIL, 70 FEET NORTHEAST OF
 JE0928'A POLE USED AS A FENCE CORNER, 19 FEET SOUTHWEST OF A FENCE
 JE0928'INTERSECTION, AND 3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A
 JE0928'STANDARD DISK, STAMPED H 44 1934 AND SET IN THE TOP OF A CONCRETE
 JE0928'POST PROJECTING 2 INCHES ABOVE GROUND.
 JE0928
 JE0928                          STATION RECOVERY (1980)
 JE0928
 JE0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JE0928'0.7 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILRAY FROM
 JE0928'THE OLD STATION AT BALDWIN, 81 FEET NORTH OF THE CENTER OF A
 JE0928'CROSSING, 44.0 FEET NORTHWEST OF THE NORTHWEST RAIL, 3 FEET SOUTHEAST
 JE0928'OF A FENCE.
 JE0928
 JE0928                          STATION RECOVERY (2005)
 JE0928
 JE0928'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0928'1.1 KM (0.7 MILE) SOUTH ALONG THE MIDLAND RAILWAY FROM THE OLD STATION
 JE0928'AT BALDWIN AND THE MARK ON THE RIGHT, 24.6 M (81 FT) NORTH OF THE
 JE0928'CENTER OF A CROSSING WITH N 200 RD, 13.4M (44.0 FT) NORTHWEST OF THE
 JE0928'NORTHWEST RAIL, 1 M (3 FT) SOUTHEAST OF A FENCE, AND 0.3 M (1 FT)
 JE0928'SOUTH OF A METAL WITNESS POST.
 JE0928' 
 JE0928'HANDHELD GPS COORDINATES (NAD 83) N38 46 04.7 W95 12 36.0
 JE0928' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0340 ***********************************************************************
 JF0340  DESIGNATION -  H 45
 JF0340  PID         -  JF0340
 JF0340  STATE/COUNTY-  KS/BUTLER
 JF0340  USGS QUAD   -  BURNS (1962)
 JF0340
 JF0340                         *CURRENT SURVEY CONTROL
 JF0340  ___________________________________________________________________
 JF0340* NAD 83(1986)-  38 04 15.     (N)    096 52 39.     (W)     SCALED    
 JF0340* NAVD 88     -       459.154  (meters)    1506.41   (feet)  ADJUSTED  
 JF0340  ___________________________________________________________________
 JF0340  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 JF0340  DYNAMIC HT  -         458.805 (meters)    1505.26  (feet)  COMP
 JF0340  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 JF0340
 JF0340  VERT ORDER  -  SECOND    CLASS 0
 JF0340
 JF0340.The horizontal coordinates were scaled from a topographic map and have
 JF0340.an estimated accuracy of +/- 6 seconds.
 JF0340
 JF0340.The orthometric height was determined by differential leveling
 JF0340.and adjusted by the National Geodetic Survey in June 1991..
 JF0340
 JF0340.The geoid height was determined by GEOID03.
 JF0340
 JF0340.The dynamic height is computed by dividing the NAVD 88
 JF0340.geopotential number by the normal gravity value computed on the
 JF0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0340.degrees latitude (g = 980.6199 gals.).
 JF0340
 JF0340.The modeled gravity was interpolated from observed gravity values.
 JF0340
 JF0340;                    North         East    Units  Estimated Accuracy
 JF0340;SPC KS S     -   557,080.      542,360.      MT  (+/- 180 meters Scaled)
 JF0340
 JF0340                          SUPERSEDED SURVEY CONTROL
 JF0340
 JF0340  NGVD 29 (??/??/92)  458.965  (m)         1505.79   (f) ADJ UNCH    2 0
 JF0340
 JF0340.Superseded values are not recommended for survey control.
 JF0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0340.See file dsdata.txt to determine how the superseded data were derived.
 JF0340
 JF0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH861158(NAD 83)
 JF0340_MARKER: DB = BENCH MARK DISK
 JF0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0340_STAMPING: H 45 1934
 JF0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0340+STABILITY: SURFACE MOTION
 JF0340
 JF0340  HISTORY     - Date     Condition        Report By
 JF0340  HISTORY     - 1934     MONUMENTED       CGS
 JF0340  HISTORY     - 1940     GOOD             NGS
 JF0340
 JF0340                          STATION DESCRIPTION
 JF0340
 JF0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JF0340'1.4 MI S FROM BURNS.
 JF0340'IN BUTLER COUNTY, 1.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND
 JF0340'SANTA FE RAILWAY FROM THE STATION AT BURNS, MARION COUNTY, AT
 JF0340'THE CROSSING OF AN EAST-AND-WEST SECTION-LINE ROAD, 47.5 FEET WEST
 JF0340'OF THE CENTERLINE OF THE TRACK, 38.5 FEET SOUTH OF THE CENTERLINE
 JF0340'OF THE ROAD, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 JF0340'A STANDARD DISK, STAMPED H 45 1934 AND SET IN THE TOP OF A CONCRETE
 JF0340'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0387 ***********************************************************************
 JH0387  DESIGNATION -  H 5
 JH0387  PID         -  JH0387
 JH0387  STATE/COUNTY-  KS/WALLACE
 JH0387  USGS QUAD   -  SHARON SPRINGS EAST (1979)
 JH0387
 JH0387                         *CURRENT SURVEY CONTROL
 JH0387  ___________________________________________________________________
 JH0387* NAD 83(1986)-  38 53 39.     (N)    101 42 43.     (W)     SCALED    
 JH0387* NAVD 88     -      1031.718  (meters)    3384.89   (feet)  ADJUSTED  
 JH0387  ___________________________________________________________________
 JH0387  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 JH0387  DYNAMIC HT  -        1030.828 (meters)    3381.97  (feet)  COMP
 JH0387  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 JH0387
 JH0387  VERT ORDER  -  FIRST     CLASS II
 JH0387
 JH0387.The horizontal coordinates were scaled from a topographic map and have
 JH0387.an estimated accuracy of +/- 6 seconds.
 JH0387
 JH0387.The orthometric height was determined by differential leveling
 JH0387.and adjusted by the National Geodetic Survey in June 1991..
 JH0387
 JH0387.The geoid height was determined by GEOID03.
 JH0387
 JH0387.The dynamic height is computed by dividing the NAVD 88
 JH0387.geopotential number by the normal gravity value computed on the
 JH0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0387.degrees latitude (g = 980.6199 gals.).
 JH0387
 JH0387.The modeled gravity was interpolated from observed gravity values.
 JH0387
 JH0387;                    North         East    Units  Estimated Accuracy
 JH0387;SPC KS N     -    68,860.       78,070.      MT  (+/- 180 meters Scaled)
 JH0387
 JH0387                          SUPERSEDED SURVEY CONTROL
 JH0387
 JH0387  NGVD 29 (??/??/92) 1031.301  (m)         3383.53   (f) ADJ UNCH    1 2
 JH0387
 JH0387.Superseded values are not recommended for survey control.
 JH0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0387.See file dsdata.txt to determine how the superseded data were derived.
 JH0387
 JH0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ648085(NAD 83)
 JH0387_MARKER: DB = BENCH MARK DISK
 JH0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JH0387_SP_SET: BRIDGE ABUTMENT
 JH0387_STAMPING: H 5 1933
 JH0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0387
 JH0387  HISTORY     - Date     Condition        Report By
 JH0387  HISTORY     - 1933     MONUMENTED       CGS
 JH0387  HISTORY     - 1952     GOOD             NGS
 JH0387
 JH0387                          STATION DESCRIPTION
 JH0387
 JH0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0387'2.1 MI E FROM SHARON SPRINGS.
 JH0387'2.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JH0387'STATION AT SHARON SPRINGS, AT THE EAST END OF STEEL BRIDGE 427.80,
 JH0387'11 FEET SOUTH OF THE SOUTH RAIL, 3 FEET BELOW THE TOP OF THE
 JH0387'RAILS, SET IN THE TOP OF THE SOUTH END OF THE EAST STONE
 JH0387'ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0254 ***********************************************************************
 JF0254  DESIGNATION -  H 50
 JF0254  PID         -  JF0254
 JF0254  STATE/COUNTY-  KS/MARION
 JF0254  USGS QUAD   -  LINCOLNVILLE SW (1989)
 JF0254
 JF0254                         *CURRENT SURVEY CONTROL
 JF0254  ___________________________________________________________________
 JF0254* NAD 83(1986)-  38 15 37.     (N)    096 55 57.     (W)     SCALED    
 JF0254* NAVD 88     -       388.071  (meters)    1273.20   (feet)  ADJUSTED  
 JF0254  ___________________________________________________________________
 JF0254  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 JF0254  DYNAMIC HT  -         387.785 (meters)    1272.26  (feet)  COMP
 JF0254  MODELED GRAV-     979,880.3   (mgal)                       NAVD 88
 JF0254
 JF0254  VERT ORDER  -  SECOND    CLASS 0
 JF0254
 JF0254.The horizontal coordinates were scaled from a topographic map and have
 JF0254.an estimated accuracy of +/- 6 seconds.
 JF0254
 JF0254.The orthometric height was determined by differential leveling
 JF0254.and adjusted by the National Geodetic Survey in June 1991..
 JF0254
 JF0254.The geoid height was determined by GEOID03.
 JF0254
 JF0254.The dynamic height is computed by dividing the NAVD 88
 JF0254.geopotential number by the normal gravity value computed on the
 JF0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0254.degrees latitude (g = 980.6199 gals.).
 JF0254
 JF0254.The modeled gravity was interpolated from observed gravity values.
 JF0254
 JF0254;                    North         East    Units  Estimated Accuracy
 JF0254;SPC KS S     -   578,020.      537,180.      MT  (+/- 180 meters Scaled)
 JF0254
 JF0254                          SUPERSEDED SURVEY CONTROL
 JF0254
 JF0254  NGVD 29 (??/??/92)  387.914  (m)         1272.68   (f) ADJ UNCH    2 0
 JF0254
 JF0254.Superseded values are not recommended for survey control.
 JF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0254.See file dsdata.txt to determine how the superseded data were derived.
 JF0254
 JF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH808367(NAD 83)
 JF0254_MARKER: DB = BENCH MARK DISK
 JF0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0254+STABILITY: SURFACE MOTION
 JF0254
 JF0254  HISTORY     - Date     Condition        Report By
 JF0254  HISTORY     - UNK      MONUMENTED       CGS
 JF0254  HISTORY     - 1934     GOOD             NGS
 JF0254
 JF0254                          STATION DESCRIPTION
 JF0254
 JF0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0254'1.9 MI N FROM FLORENCE.
 JF0254'1.9 MILES NORTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0254'FE R.R. CO.  47 FT. NORTH OF THE CENTER LINE OF THE TRACK.  40
 JF0254'FT. EAST OF THE CENTER OF SECTION LINE ROAD.  26 FT. S.E. OF A
 JF0254'24 IN COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0208 ***********************************************************************
 JF0208  DESIGNATION -  H 51
 JF0208  PID         -  JF0208
 JF0208  STATE/COUNTY-  KS/LYON
 JF0208  USGS QUAD   -  PLYMOUTH (1989)
 JF0208
 JF0208                         *CURRENT SURVEY CONTROL
 JF0208  ___________________________________________________________________
 JF0208* NAD 83(1986)-  38 24 20.     (N)    096 19 12.     (W)     SCALED    
 JF0208* NAVD 88     -       345.931  (meters)    1134.94   (feet)  ADJUSTED  
 JF0208  ___________________________________________________________________
 JF0208  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JF0208  DYNAMIC HT  -         345.682 (meters)    1134.12  (feet)  COMP
 JF0208  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 JF0208
 JF0208  VERT ORDER  -  SECOND    CLASS 0
 JF0208
 JF0208.The horizontal coordinates were scaled from a topographic map and have
 JF0208.an estimated accuracy of +/- 6 seconds.
 JF0208
 JF0208.The orthometric height was determined by differential leveling
 JF0208.and adjusted by the National Geodetic Survey in June 1991..
 JF0208
 JF0208.The geoid height was determined by GEOID03.
 JF0208
 JF0208.The dynamic height is computed by dividing the NAVD 88
 JF0208.geopotential number by the normal gravity value computed on the
 JF0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0208.degrees latitude (g = 980.6199 gals.).
 JF0208
 JF0208.The modeled gravity was interpolated from observed gravity values.
 JF0208
 JF0208;                    North         East    Units  Estimated Accuracy
 JF0208;SPC KS S     -   595,220.      590,390.      MT  (+/- 180 meters Scaled)
 JF0208
 JF0208                          SUPERSEDED SURVEY CONTROL
 JF0208
 JF0208  NGVD 29 (??/??/92)  345.790  (m)         1134.48   (f) ADJ UNCH    2 0
 JF0208
 JF0208.Superseded values are not recommended for survey control.
 JF0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0208.See file dsdata.txt to determine how the superseded data were derived.
 JF0208
 JF0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH340542(NAD 83)
 JF0208_MARKER: DB = BENCH MARK DISK
 JF0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0208_SP_SET: BRIDGE WALL
 JF0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0208
 JF0208  HISTORY     - Date     Condition        Report By
 JF0208  HISTORY     - UNK      MONUMENTED       CGS
 JF0208  HISTORY     - 1934     GOOD             NGS
 JF0208  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0208
 JF0208                          STATION DESCRIPTION
 JF0208
 JF0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0208'4.3 MI E FROM SAFFORDVILLE.
 JF0208'4.3 MILES EAST BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0208'FE R.R. CO.  SET IN THE EAST PARAPET WALL OF SANTA FE R.R. BRIDGE
 JF0208'NO. 119 A.  1.59 METERS NORTH OF THE NORTH RAIL OF THE MOST
 JF0208'NORTHERLY PASSING TRACK.
 JF0208
 JF0208                          STATION RECOVERY (1968)
 JF0208
 JF0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0523 ***********************************************************************
 JF0523  DESIGNATION -  H 52
 JF0523  PID         -  JF0523
 JF0523  STATE/COUNTY-  KS/DICKINSON
 JF0523  USGS QUAD   -  NAVARRE (1964)
 JF0523
 JF0523                         *CURRENT SURVEY CONTROL
 JF0523  ___________________________________________________________________
 JF0523* NAD 83(1986)-  38 45 14.     (N)    097 06 14.     (W)     SCALED    
 JF0523* NAVD 88     -       410.053  (meters)    1345.32   (feet)  ADJUSTED  
 JF0523  ___________________________________________________________________
 JF0523  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JF0523  DYNAMIC HT  -         409.758 (meters)    1344.35  (feet)  COMP
 JF0523  MODELED GRAV-     979,896.5   (mgal)                       NAVD 88
 JF0523
 JF0523  VERT ORDER  -  SECOND    CLASS 0
 JF0523
 JF0523.The horizontal coordinates were scaled from a topographic map and have
 JF0523.an estimated accuracy of +/- 6 seconds.
 JF0523
 JF0523.The orthometric height was determined by differential leveling
 JF0523.and adjusted by the National Geodetic Survey in June 1991..
 JF0523
 JF0523.The geoid height was determined by GEOID03.
 JF0523
 JF0523.The dynamic height is computed by dividing the NAVD 88
 JF0523.geopotential number by the normal gravity value computed on the
 JF0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0523.degrees latitude (g = 980.6199 gals.).
 JF0523
 JF0523.The modeled gravity was interpolated from observed gravity values.
 JF0523
 JF0523;                    North         East    Units  Estimated Accuracy
 JF0523;SPC KS N     -    47,070.      477,890.      MT  (+/- 180 meters Scaled)
 JF0523
 JF0523                          SUPERSEDED SURVEY CONTROL
 JF0523
 JF0523  NGVD 29 (??/??/92)  409.903  (m)         1344.82   (f) ADJ UNCH    2 0
 JF0523
 JF0523.Superseded values are not recommended for survey control.
 JF0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0523.See file dsdata.txt to determine how the superseded data were derived.
 JF0523
 JF0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH647911(NAD 83)
 JF0523_MARKER: DB = BENCH MARK DISK
 JF0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0523+STABILITY: SURFACE MOTION
 JF0523
 JF0523  HISTORY     - Date     Condition        Report By
 JF0523  HISTORY     - UNK      MONUMENTED       CGS
 JF0523  HISTORY     - 1934     GOOD             NGS
 JF0523  HISTORY     - 1968     GOOD             NGS
 JF0523
 JF0523                          STATION DESCRIPTION
 JF0523
 JF0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0523'2.5 MI S FROM NAVARRE.
 JF0523'ALONG THE RIGHT-OF-WAY OF THE SANTA FE R.R. CO.  50 FT. EAST OF
 JF0523'THE CENTER-LINE OF TRACK 34 FT. SOUTH OF CENTER-LINE SECTION
 JF0523'LINE ROAD.
 JF0523
 JF0523                          STATION RECOVERY (1968)
 JF0523
 JF0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1158 ***********************************************************************
 JE1158  DESIGNATION -  H 53
 JE1158  PID         -  JE1158
 JE1158  STATE/COUNTY-  KS/COFFEY
 JE1158  USGS QUAD   -  LE ROY (1971)
 JE1158
 JE1158                         *CURRENT SURVEY CONTROL
 JE1158  ___________________________________________________________________
 JE1158* NAD 83(1986)-  38 04 57.     (N)    095 37 52.     (W)     SCALED    
 JE1158* NAVD 88     -       305.831  (meters)    1003.38   (feet)  ADJUSTED  
 JE1158  ___________________________________________________________________
 JE1158  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JE1158  DYNAMIC HT  -         305.603 (meters)    1002.63  (feet)  COMP
 JE1158  MODELED GRAV-     979,877.1   (mgal)                       NAVD 88
 JE1158
 JE1158  VERT ORDER  -  SECOND    CLASS 0
 JE1158
 JE1158.The horizontal coordinates were scaled from a topographic map and have
 JE1158.an estimated accuracy of +/- 6 seconds.
 JE1158
 JE1158.The orthometric height was determined by differential leveling
 JE1158.and adjusted by the National Geodetic Survey in June 1991..
 JE1158
 JE1158.The geoid height was determined by GEOID03.
 JE1158
 JE1158.The dynamic height is computed by dividing the NAVD 88
 JE1158.geopotential number by the normal gravity value computed on the
 JE1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1158.degrees latitude (g = 980.6199 gals.).
 JE1158
 JE1158.The modeled gravity was interpolated from observed gravity values.
 JE1158
 JE1158;                    North         East    Units  Estimated Accuracy
 JE1158;SPC KS S     -   561,010.      651,640.      MT  (+/- 180 meters Scaled)
 JE1158
 JE1158                          SUPERSEDED SURVEY CONTROL
 JE1158
 JE1158  NGVD 29 (??/??/92)  305.676  (m)         1002.87   (f) ADJ UNCH    2 0
 JE1158
 JE1158.Superseded values are not recommended for survey control.
 JE1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1158.See file dsdata.txt to determine how the superseded data were derived.
 JE1158
 JE1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC692182(NAD 83)
 JE1158_MARKER: DB = BENCH MARK DISK
 JE1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1158_STAMPING: H 53 1934
 JE1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1158+STABILITY: SURFACE MOTION
 JE1158
 JE1158  HISTORY     - Date     Condition        Report By
 JE1158  HISTORY     - 1934     MONUMENTED       CGS
 JE1158  HISTORY     - 1946     GOOD             NGS
 JE1158  HISTORY     - 1969     GOOD             NGS
 JE1158
 JE1158                          STATION DESCRIPTION
 JE1158
 JE1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JE1158'AT LE ROY.
 JE1158'AT LE ROY, COFFEY COUNTY, 36 FEET NORTH OF THE NORTHEAST CORNER
 JE1158'OF THE MISSOURI PACIFIC RAILROAD STATION, IN THE SOUTHEAST
 JE1158'CORNER OF THE STATION PARK, AND 19.8 FEET WEST OF THE WEST
 JE1158'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED H 53 1934
 JE1158'AND SET IN THE TOP OF A CONCRETE POST.
 JE1158
 JE1158                          STATION RECOVERY (1969)
 JE1158
 JE1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JE1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0746 ***********************************************************************
 JE0746  DESIGNATION -  H 54
 JE0746  PID         -  JE0746
 JE0746  STATE/COUNTY-  KS/LINN
 JE0746  USGS QUAD   -  MOUND CITY NW (1966)
 JE0746
 JE0746                         *CURRENT SURVEY CONTROL
 JE0746  ___________________________________________________________________
 JE0746* NAD 83(1986)-  38 08 22.     (N)    094 54 46.     (W)     SCALED    
 JE0746* NAVD 88     -       270.093  (meters)     886.13   (feet)  ADJUSTED  
 JE0746  ___________________________________________________________________
 JE0746  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE0746  DYNAMIC HT  -         269.893 (meters)     885.47  (feet)  COMP
 JE0746  MODELED GRAV-     979,882.3   (mgal)                       NAVD 88
 JE0746
 JE0746  VERT ORDER  -  SECOND    CLASS 0
 JE0746
 JE0746.The horizontal coordinates were scaled from a topographic map and have
 JE0746.an estimated accuracy of +/- 6 seconds.
 JE0746
 JE0746.The orthometric height was determined by differential leveling
 JE0746.and adjusted by the National Geodetic Survey in June 1991..
 JE0746
 JE0746.The geoid height was determined by GEOID03.
 JE0746
 JE0746.The dynamic height is computed by dividing the NAVD 88
 JE0746.geopotential number by the normal gravity value computed on the
 JE0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0746.degrees latitude (g = 980.6199 gals.).
 JE0746
 JE0746.The modeled gravity was interpolated from observed gravity values.
 JE0746
 JE0746;                    North         East    Units  Estimated Accuracy
 JE0746;SPC KS S     -   569,510.      714,380.      MT  (+/- 180 meters Scaled)
 JE0746
 JE0746                          SUPERSEDED SURVEY CONTROL
 JE0746
 JE0746  NGVD 29 (??/??/92)  269.957  (m)          885.68   (f) ADJ UNCH    2 0
 JE0746
 JE0746.Superseded values are not recommended for survey control.
 JE0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0746.See file dsdata.txt to determine how the superseded data were derived.
 JE0746
 JE0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC323230(NAD 83)
 JE0746_MARKER: DB = BENCH MARK DISK
 JE0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0746_STAMPING: H 54 1934
 JE0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0746+STABILITY: SURFACE MOTION
 JE0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0746+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 JE0746
 JE0746  HISTORY     - Date     Condition        Report By
 JE0746  HISTORY     - 1934     MONUMENTED       CGS
 JE0746  HISTORY     - 1951     GOOD             NGS
 JE0746  HISTORY     - 20000621 GOOD             LOCENG
 JE0746
 JE0746                          STATION DESCRIPTION
 JE0746
 JE0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0746'5 MI W FROM MOUND CITY.
 JE0746'5.0 MILES WEST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE0746'RAILROAD FROM THE ABANDONED STATION AT MOUND CITY, LINN COUNTY,
 JE0746'AT THE CROSSING, OF A NORTH-AND-SOUTH ROAD, 53 FEET NORTH OF
 JE0746'THE NORTHEAST CORNER OF THE CONCRETE PORCH OF THE GENERAL STORE
 JE0746'AT CRITZER, 48 FEET SOUTH OF THE CENTERLINE OF THE OLD ROADBED,
 JE0746'AND 39 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD
 JE0746'DISK, STAMPED H 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JE0746'THIS BENCH MARK MAY ALSO BE REACHED BY ROAD FROM THE ABANDONED
 JE0746'MISSOURI PACIFIC RAILROAD STATION BY GOING 0.7 MILE WEST TO THE
 JE0746'INTERSECTION OF STATE HIGHWAY 7, THENCE 0.2 MILE NORTH ALONG
 JE0746'STATE HIGHWAY 7, THENCE 3.7 MILES WEST ALONG A MAIN GRAVEL ROAD,
 JE0746'THENCE 0.5 MILE SOUTH, 1.5 MILES WEST, AND 0.2 MILE SOUTH TO THE
 JE0746'GENERAL STORE.
 JE0746
 JE0746                          STATION RECOVERY (2000)
 JE0746
 JE0746'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 JE0746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0349 ***********************************************************************
 HE0349  DESIGNATION -  H 55
 HE0349  PID         -  HE0349
 HE0349  STATE/COUNTY-  KS/NEOSHO
 HE0349  USGS QUAD   -  ERIE (1973)
 HE0349
 HE0349                         *CURRENT SURVEY CONTROL
 HE0349  ___________________________________________________________________
 HE0349* NAD 83(1986)-  37 34 36.     (N)    095 14 11.     (W)     SCALED    
 HE0349* NAVD 88     -       275.620  (meters)     904.26   (feet)  ADJUSTED  
 HE0349  ___________________________________________________________________
 HE0349  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HE0349  DYNAMIC HT  -         275.404 (meters)     903.55  (feet)  COMP
 HE0349  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 HE0349
 HE0349  VERT ORDER  -  SECOND    CLASS 0
 HE0349
 HE0349.The horizontal coordinates were scaled from a topographic map and have
 HE0349.an estimated accuracy of +/- 6 seconds.
 HE0349
 HE0349.The orthometric height was determined by differential leveling
 HE0349.and adjusted by the National Geodetic Survey in June 1991..
 HE0349
 HE0349.The geoid height was determined by GEOID03.
 HE0349
 HE0349.The dynamic height is computed by dividing the NAVD 88
 HE0349.geopotential number by the normal gravity value computed on the
 HE0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0349.degrees latitude (g = 980.6199 gals.).
 HE0349
 HE0349.The modeled gravity was interpolated from observed gravity values.
 HE0349
 HE0349;                    North         East    Units  Estimated Accuracy
 HE0349;SPC KS S     -   506,040.      688,220.      MT  (+/- 180 meters Scaled)
 HE0349
 HE0349                          SUPERSEDED SURVEY CONTROL
 HE0349
 HE0349  NGVD 29 (??/??/92)  275.494  (m)          903.85   (f) ADJ UNCH    2 0
 HE0349
 HE0349.Superseded values are not recommended for survey control.
 HE0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0349.See file dsdata.txt to determine how the superseded data were derived.
 HE0349
 HE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB025611(NAD 83)
 HE0349_MARKER: DB = BENCH MARK DISK
 HE0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0349_STAMPING: H 55 1934
 HE0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0349+STABILITY: SURFACE MOTION
 HE0349
 HE0349  HISTORY     - Date     Condition        Report By
 HE0349  HISTORY     - 1934     MONUMENTED       CGS
 HE0349  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0349
 HE0349                          STATION DESCRIPTION
 HE0349
 HE0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0349'0.8 MI N FROM ERIE.
 HE0349'0.8 MILE NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0349'ERIE, NEOSHO COUNTY, AT A COUNTY-ROAD CROSSING, 45 FEET EAST
 HE0349'OF THE CENTER LINE OF THE TRACK, AND 25 FEET NORTH OF THE
 HE0349'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED H 55 1934
 HE0349'AND SET IN THE TOP OF A CONCRETE POST.
 HE0349
 HE0349                          STATION RECOVERY (1964)
 HE0349
 HE0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0416 ***********************************************************************
 JH0416  DESIGNATION -  H 556
 JH0416  PID         -  JH0416
 JH0416  STATE/COUNTY-  KS/HAMILTON
 JH0416  USGS QUAD   -  PLUM CREEK SOUTH (1966)
 JH0416
 JH0416                         *CURRENT SURVEY CONTROL
 JH0416  ___________________________________________________________________
 JH0416* NAD 83(1986)-  38 00 32.     (N)    101 51 46.     (W)     SCALED    
 JH0416* NAVD 88     -      1001.694  (meters)    3286.39   (feet)  ADJUSTED  
 JH0416  ___________________________________________________________________
 JH0416  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JH0416  DYNAMIC HT  -        1000.762 (meters)    3283.33  (feet)  COMP
 JH0416  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 JH0416
 JH0416  VERT ORDER  -  FIRST     CLASS II
 JH0416
 JH0416.The horizontal coordinates were scaled from a topographic map and have
 JH0416.an estimated accuracy of +/- 6 seconds.
 JH0416
 JH0416.The orthometric height was determined by differential leveling
 JH0416.and adjusted by the National Geodetic Survey in June 1991..
 JH0416
 JH0416.The geoid height was determined by GEOID03.
 JH0416
 JH0416.The dynamic height is computed by dividing the NAVD 88
 JH0416.geopotential number by the normal gravity value computed on the
 JH0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0416.degrees latitude (g = 980.6199 gals.).
 JH0416
 JH0416.The modeled gravity was interpolated from observed gravity values.
 JH0416
 JH0416;                    North         East    Units  Estimated Accuracy
 JH0416;SPC KS S     -   554,290.      104,760.      MT  (+/- 180 meters Scaled)
 JH0416
 JH0416                          SUPERSEDED SURVEY CONTROL
 JH0416
 JH0416.No superseded survey control is available for this station.
 JH0416
 JH0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH486106(NAD 83)
 JH0416_MARKER: I = METAL ROD
 JH0416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0416_SP_SET: STAINLESS STEEL ROD
 JH0416_STAMPING: H 556 1986
 JH0416_MARK LOGO: NGS   
 JH0416_PROJECTION: FLUSH
 JH0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0416_ROD/PIPE-DEPTH: 20.4 meters
 JH0416
 JH0416  HISTORY     - Date     Condition        Report By
 JH0416  HISTORY     - 1986     MONUMENTED       NGS
 JH0416
 JH0416                          STATION DESCRIPTION
 JH0416
 JH0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0416'10.5 KM (6.5 MI) WEST FROM SYRACUSE.
 JH0416'10.5 KM (6.5 FT) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 JH0416'ROUTE 27 IN SYRACUSE, AT A 6-FOOT BOX CULVERT, 18.5 METERS (60.7 FT)
 JH0416'NORTHEAST OF THE HIGHWAY CENTERLINE, 21.8 METERS (71.4 FT) NORTHEAST
 JH0416'OF THE SOUTHEAST END OF A CONCRETE HEADWALL, 11.8 METERS (38.5 FT)
 JH0416'NORTHWEST OF THE SOUTHEAST END OF A GUARDRAIL, 2.0 METERS (6.4 FT)
 JH0416'SOUTHEAST OF A POWER POLE WITH 3-TRANSFORMERS AND 0.5 METER (1.7 FT)
 JH0416'SOUTHWEST OF AN ELECTRIC FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JH0416'THROUGH A 5-INCH LOGO CAP.
 JH0416'THE MARK IS 0.5 METERS  SSW FROM  A WITNESS POST
 JH0416'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1046 ***********************************************************************
 JE1046  DESIGNATION -  H 56
 JE1046  PID         -  JE1046
 JE1046  STATE/COUNTY-  KS/ANDERSON
 JE1046  USGS QUAD   -  BUSH CITY (1983)
 JE1046
 JE1046                         *CURRENT SURVEY CONTROL
 JE1046  ___________________________________________________________________
 JE1046* NAD 83(1986)-  38 14 37.     (N)    095 11 08.     (W)     SCALED    
 JE1046* NAVD 88     -       344.481  (meters)    1130.18   (feet)  ADJUSTED  
 JE1046  ___________________________________________________________________
 JE1046  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JE1046  DYNAMIC HT  -         344.231 (meters)    1129.36  (feet)  COMP
 JE1046  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 JE1046
 JE1046  VERT ORDER  -  SECOND    CLASS 0
 JE1046
 JE1046.The horizontal coordinates were scaled from a topographic map and have
 JE1046.an estimated accuracy of +/- 6 seconds.
 JE1046
 JE1046.The orthometric height was determined by differential leveling
 JE1046.and adjusted by the National Geodetic Survey in June 1991..
 JE1046
 JE1046.The geoid height was determined by GEOID03.
 JE1046
 JE1046.The dynamic height is computed by dividing the NAVD 88
 JE1046.geopotential number by the normal gravity value computed on the
 JE1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1046.degrees latitude (g = 980.6199 gals.).
 JE1046
 JE1046.The modeled gravity was interpolated from observed gravity values.
 JE1046
 JE1046;                    North         East    Units  Estimated Accuracy
 JE1046;SPC KS S     -   580,180.      690,080.      MT  (+/- 180 meters Scaled)
 JE1046
 JE1046                          SUPERSEDED SURVEY CONTROL
 JE1046
 JE1046  NGVD 29 (??/??/92)  344.319  (m)         1129.65   (f) ADJ UNCH    2 0
 JE1046
 JE1046.Superseded values are not recommended for survey control.
 JE1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1046.See file dsdata.txt to determine how the superseded data were derived.
 JE1046
 JE1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC087351(NAD 83)
 JE1046_MARKER: DB = BENCH MARK DISK
 JE1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1046_STAMPING: H 56 1934
 JE1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1046+STABILITY: SURFACE MOTION
 JE1046
 JE1046  HISTORY     - Date     Condition        Report By
 JE1046  HISTORY     - 1934     MONUMENTED       CGS
 JE1046  HISTORY     - 1950     GOOD             NGS
 JE1046
 JE1046                          STATION DESCRIPTION
 JE1046
 JE1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1046'3.5 MI NW FROM BUSH CITY.
 JE1046'3.5 MILES NORTHWEST OF BUSH CITY, ANDERSON COUNTY.  THIS BENCH
 JE1046'MARK MAY BE REACHED FROM THE POST OFFICE BY GOING 0.2 MILE
 JE1046'NORTH ALONG A ROAD, THENCE 0.2 MILE WEST, THENCE 1.0 MILE NORTH,
 JE1046'THENCE 2.0 MILES WEST, 1.0 MILE NORTH TO A CROSSROADS AND A
 JE1046'SCHOOLHOUSE IN THE NORTHEAST ANGLE OF THE INTERSECTION, AND
 JE1046'THENCE 0.2 MILE NORTH.  IT IS ON THE ABANDONED MISSOURI PACIFIC
 JE1046'RAILROAD, 300 YARDS NORTH-NORTHWEST OF THE WHITE SCHOOLHOUSE,
 JE1046'83 YARDS WEST OF THE CENTER LINE OF A GRAVEL ROAD, 36 FEET
 JE1046'NORTH OF THE CENTER LINE OF THE OLD ROADBED, AND 12 FEET SOUTH
 JE1046'OF A FENCE.  A STANDARD DISK, STAMPED H 56 1934 AND SET IN THE
 JE1046'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 JE1046
 JE1046                          STATION RECOVERY (1950)
 JE1046
 JE1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0169 ***********************************************************************
 KH0169  DESIGNATION -  H 6
 KH0169  PID         -  KH0169
 KH0169  STATE/COUNTY-  KS/LOGAN
 KH0169  USGS QUAD   -  OAKLEY SW (1979)
 KH0169
 KH0169                         *CURRENT SURVEY CONTROL
 KH0169  ___________________________________________________________________
 KH0169* NAD 83(1986)-  39 07 09.     (N)    100 54 08.     (W)     SCALED    
 KH0169* NAVD 88     -       942.629  (meters)    3092.61   (feet)  ADJUSTED  
 KH0169  ___________________________________________________________________
 KH0169  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 KH0169  DYNAMIC HT  -         941.880 (meters)    3090.15  (feet)  COMP
 KH0169  MODELED GRAV-     979,800.9   (mgal)                       NAVD 88
 KH0169
 KH0169  VERT ORDER  -  FIRST     CLASS II
 KH0169
 KH0169.The horizontal coordinates were scaled from a topographic map and have
 KH0169.an estimated accuracy of +/- 6 seconds.
 KH0169
 KH0169.The orthometric height was determined by differential leveling
 KH0169.and adjusted by the National Geodetic Survey in June 1991..
 KH0169
 KH0169.The geoid height was determined by GEOID03.
 KH0169
 KH0169.The dynamic height is computed by dividing the NAVD 88
 KH0169.geopotential number by the normal gravity value computed on the
 KH0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0169.degrees latitude (g = 980.6199 gals.).
 KH0169
 KH0169.The modeled gravity was interpolated from observed gravity values.
 KH0169
 KH0169;                    North         East    Units  Estimated Accuracy
 KH0169;SPC KS N     -    91,260.      149,070.      MT  (+/- 180 meters Scaled)
 KH0169
 KH0169                          SUPERSEDED SURVEY CONTROL
 KH0169
 KH0169  NGVD 29 (??/??/92)  942.292  (m)         3091.50   (f) ADJ UNCH    1 2
 KH0169
 KH0169.Superseded values are not recommended for survey control.
 KH0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0169.See file dsdata.txt to determine how the superseded data were derived.
 KH0169
 KH0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ355317(NAD 83)
 KH0169_MARKER: DB = BENCH MARK DISK
 KH0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0169_STAMPING: H 6 1933
 KH0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0169+STABILITY: SURFACE MOTION
 KH0169
 KH0169  HISTORY     - Date     Condition        Report By
 KH0169  HISTORY     - 1933     MONUMENTED       CGS
 KH0169  HISTORY     - 1952     GOOD             NGS
 KH0169
 KH0169                          STATION DESCRIPTION
 KH0169
 KH0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0169'2.7 MI W FROM OAKLEY.
 KH0169'2.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0169'AT OAKLEY, AT A ROAD CROSSING, 1 POLE WEST OF MILEPOST 380,
 KH0169'135 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40, 39 FEET
 KH0169'EAST OF THE CENTER LINE OF A DIRT ROAD, 46 FEET SOUTH OF THE
 KH0169'SOUTH RAIL, 14 FEET NORTH OF A POWER POLE, 2.6 FEET NORTH OF A
 KH0169'FENCE, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 KH0169'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0086 ***********************************************************************
 JH0086  DESIGNATION -  H 7
 JH0086  PID         -  JH0086
 JH0086  STATE/COUNTY-  KS/FINNEY
 JH0086  USGS QUAD   -  LOWE (1976)
 JH0086
 JH0086                         *CURRENT SURVEY CONTROL
 JH0086  ___________________________________________________________________
 JH0086* NAD 83(1986)-  38 04 53.     (N)    100 54 39.     (W)     SCALED    
 JH0086* NAVD 88     -       877.056  (meters)    2877.47   (feet)  POSTED    
 JH0086  ___________________________________________________________________
 JH0086  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 JH0086  DYNAMIC HT  -         876.280 (meters)    2874.93  (feet)  COMP
 JH0086  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 JH0086
 JH0086  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JH0086
 JH0086.The horizontal coordinates were scaled from a topographic map and have
 JH0086.an estimated accuracy of +/- 6 seconds.
 JH0086
 JH0086.The orthometric height was determined by differential leveling
 JH0086.and adjusted by the National Geodetic Survey in 1992..
 JH0086.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JH0086.rate of 1.1 thru 2.0 mm/km.
 JH0086
 JH0086.The geoid height was determined by GEOID03.
 JH0086
 JH0086.The dynamic height is computed by dividing the NAVD 88
 JH0086.geopotential number by the normal gravity value computed on the
 JH0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0086.degrees latitude (g = 980.6199 gals.).
 JH0086
 JH0086.The modeled gravity was interpolated from observed gravity values.
 JH0086
 JH0086;                    North         East    Units  Estimated Accuracy
 JH0086;SPC KS S     -   559,750.      188,520.      MT  (+/- 180 meters Scaled)
 JH0086
 JH0086                          SUPERSEDED SURVEY CONTROL
 JH0086
 JH0086  NGVD 29 (??/??/92)  876.700  (m)         2876.31   (f) ADJ UNCH    1 2
 JH0086
 JH0086.Superseded values are not recommended for survey control.
 JH0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0086.See file dsdata.txt to determine how the superseded data were derived.
 JH0086
 JH0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH324165(NAD 83)
 JH0086_MARKER: DB = BENCH MARK DISK
 JH0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0086_STAMPING: H-7 1933
 JH0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0086+STABILITY: SURFACE MOTION
 JH0086
 JH0086  HISTORY     - Date     Condition        Report By
 JH0086  HISTORY     - 1933     MONUMENTED       CGS
 JH0086  HISTORY     - 1976     MARK NOT FOUND   USGS
 JH0086
 JH0086                          STATION DESCRIPTION
 JH0086
 JH0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0086'9.5 MI N FROM GARDEN CITY.
 JH0086'9.5 MILES NORTH OF MUNICIPAL WATER PLANT 18 FEET SOUTHEAST OF THE
 JH0086'SECOND TELEGRAPH POLE SOUTH OF MILE POST 148.  51 FEET EAST
 JH0086'OF CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  1 FOOT
 JH0086'WEST OF RIGHT-OF-WAY FENCE LINE.
 JH0086
 JH0086                          STATION RECOVERY (1976)
 JH0086
 JH0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JH0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0189 ***********************************************************************
 KH0189  DESIGNATION -  H 77
 KH0189  PID         -  KH0189
 KH0189  STATE/COUNTY-  KS/THOMAS
 KH0189  USGS QUAD   -  MINGO (1979)
 KH0189
 KH0189                         *CURRENT SURVEY CONTROL
 KH0189  ___________________________________________________________________
 KH0189* NAD 83(1986)-  39 19 54.     (N)    100 59 11.     (W)     SCALED    
 KH0189* NAVD 88     -       959.181  (meters)    3146.91   (feet)  ADJUSTED  
 KH0189  ___________________________________________________________________
 KH0189  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KH0189  DYNAMIC HT  -         958.423 (meters)    3144.43  (feet)  COMP
 KH0189  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 KH0189
 KH0189  VERT ORDER  -  SECOND    CLASS 0
 KH0189
 KH0189.The horizontal coordinates were scaled from a topographic map and have
 KH0189.an estimated accuracy of +/- 6 seconds.
 KH0189
 KH0189.The orthometric height was determined by differential leveling
 KH0189.and adjusted by the National Geodetic Survey in June 1991..
 KH0189
 KH0189.The geoid height was determined by GEOID03.
 KH0189
 KH0189.The dynamic height is computed by dividing the NAVD 88
 KH0189.geopotential number by the normal gravity value computed on the
 KH0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0189.degrees latitude (g = 980.6199 gals.).
 KH0189
 KH0189.The modeled gravity was interpolated from observed gravity values.
 KH0189
 KH0189;                    North         East    Units  Estimated Accuracy
 KH0189;SPC KS N     -   115,070.      142,570.      MT  (+/- 180 meters Scaled)
 KH0189
 KH0189                          SUPERSEDED SURVEY CONTROL
 KH0189
 KH0189  NGVD 29 (??/??/92)  958.819  (m)         3145.73   (f) ADJ UNCH    2 0
 KH0189
 KH0189.Superseded values are not recommended for survey control.
 KH0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0189.See file dsdata.txt to determine how the superseded data were derived.
 KH0189
 KH0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ287554(NAD 83)
 KH0189_MARKER: DB = BENCH MARK DISK
 KH0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0189_STAMPING: H-77 1934
 KH0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0189+STABILITY: SURFACE MOTION
 KH0189
 KH0189  HISTORY     - Date     Condition        Report By
 KH0189  HISTORY     - 1934     MONUMENTED       CGS
 KH0189
 KH0189                          STATION DESCRIPTION
 KH0189
 KH0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0189'3.9 MI NW FROM MINGO.
 KH0189'3.9 MILES NW OF AND ALONG THE UNION PACIFIC R.R.  0.5 MILE NW
 KH0189'OF MILE POST 209, 46 FT NE OF CENTER OF TRACK, 6 FT SW OF R/W
 KH0189'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0306 ***********************************************************************
 KH0306  DESIGNATION -  H 78 RESET
 KH0306  PID         -  KH0306
 KH0306  STATE/COUNTY-  KS/RAWLINS
 KH0306  USGS QUAD   -  ATWOOD NE (1978)
 KH0306
 KH0306                         *CURRENT SURVEY CONTROL
 KH0306  ___________________________________________________________________
 KH0306* NAD 83(1986)-  39 57 17.     (N)    101 03 22.     (W)     SCALED    
 KH0306* NAVD 88     -       915.96   (meters)    3005.1    (feet)  RESET     
 KH0306  ___________________________________________________________________
 KH0306  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KH0306
 KH0306  VERT ORDER  -  THIRD
 KH0306
 KH0306.The horizontal coordinates were scaled from a topographic map and have
 KH0306.an estimated accuracy of +/- 6 seconds.
 KH0306
 KH0306.The orthometric height was computed from unverified reset data.
 KH0306
 KH0306.The geoid height was determined by GEOID03.
 KH0306
 KH0306;                    North         East    Units  Estimated Accuracy
 KH0306;SPC KS N     -   184,410.      138,900.      MT  (+/- 180 meters Scaled)
 KH0306
 KH0306                          SUPERSEDED SURVEY CONTROL
 KH0306
 KH0306.No superseded survey control is available for this station.
 KH0306
 KH0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK243247(NAD 83)
 KH0306_MARKER: DB = BENCH MARK DISK
 KH0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0306_STAMPING: H 78 RESET 1949
 KH0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0306+STABILITY: SURFACE MOTION
 KH0306
 KH0306  HISTORY     - Date     Condition        Report By
 KH0306  HISTORY     - 1949     MONUMENTED       KSHC
 KH0306  HISTORY     - 1949     GOOD             NGS
 KH0306
 KH0306                          STATION DESCRIPTION
 KH0306
 KH0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KH0306'10.7 MI N FROM ATWOOD.
 KH0306'10.7 MILES NORTH ALONG STATE HIGHWAY 25 FROM ATWOOD, RAWLINS
 KH0306'COUNTY, AT A T-FENCE JUNCTION, 100 FEET WEST OF THE CENTER
 KH0306'LINE OF THE HIGHWAY, AND AT THE FENCE.  A STANDARD DISK, STAMPED
 KH0306'H 78 RESET 1949 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0184 ***********************************************************************
 HH0184  DESIGNATION -  H 8
 HH0184  PID         -  HH0184
 HH0184  STATE/COUNTY-  KS/HASKELL
 HH0184  USGS QUAD   -  SUBLETTE (1977)
 HH0184
 HH0184                         *CURRENT SURVEY CONTROL
 HH0184  ___________________________________________________________________
 HH0184* NAD 83(1986)-  37 26 45.     (N)    100 52 15.     (W)     SCALED    
 HH0184* NAVD 88     -       892.845  (meters)    2929.28   (feet)  ADJUSTED  
 HH0184  ___________________________________________________________________
 HH0184  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 HH0184  DYNAMIC HT  -         892.003 (meters)    2926.51  (feet)  COMP
 HH0184  MODELED GRAV-     979,656.8   (mgal)                       NAVD 88
 HH0184
 HH0184  VERT ORDER  -  FIRST     CLASS II
 HH0184
 HH0184.The horizontal coordinates were scaled from a topographic map and have
 HH0184.an estimated accuracy of +/- 6 seconds.
 HH0184
 HH0184.The orthometric height was determined by differential leveling
 HH0184.and adjusted by the National Geodetic Survey in June 1991..
 HH0184
 HH0184.The geoid height was determined by GEOID03.
 HH0184
 HH0184.The dynamic height is computed by dividing the NAVD 88
 HH0184.geopotential number by the normal gravity value computed on the
 HH0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0184.degrees latitude (g = 980.6199 gals.).
 HH0184
 HH0184.The modeled gravity was interpolated from observed gravity values.
 HH0184
 HH0184;                    North         East    Units  Estimated Accuracy
 HH0184;SPC KS S     -   489,140.      190,240.      MT  (+/- 180 meters Scaled)
 HH0184
 HH0184                          SUPERSEDED SURVEY CONTROL
 HH0184
 HH0184  NGVD 29 (??/??/92)  892.476  (m)         2928.07   (f) ADJ UNCH    1 2
 HH0184
 HH0184.Superseded values are not recommended for survey control.
 HH0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0184.See file dsdata.txt to determine how the superseded data were derived.
 HH0184
 HH0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG345459(NAD 83)
 HH0184_MARKER: DB = BENCH MARK DISK
 HH0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0184_SP_SET: CONCRETE POST
 HH0184_STAMPING: H 8 1933
 HH0184_MARK LOGO: CGS   
 HH0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0184+STABILITY: SURFACE MOTION
 HH0184
 HH0184  HISTORY     - Date     Condition        Report By
 HH0184  HISTORY     - 1933     MONUMENTED       CGS
 HH0184  HISTORY     - 1940     GOOD             CGS
 HH0184  HISTORY     - 1967     MARK NOT FOUND   USGS
 HH0184
 HH0184                          STATION DESCRIPTION
 HH0184
 HH0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0184'29.9 MI N FROM LIBERAL.
 HH0184'IN HASKELL COUNTY, ABOUT 29.9 MILES NORTH ALONG U.S. HIGHWAY 83
 HH0184'FROM THE CITY HALL AT LIBERAL, SEWARD COUNTY, ABOUT 2.0 MILES SOUTH
 HH0184'OF THE INTERSECTION OF STATE HIGHWAY 45, 36 FEET SOUTH OF AN
 HH0184'EAST-AND-WEST COUNTY ROAD, 48 FEET EAST OF THE CENTER LINE OF THE
 HH0184'HIGHWAY, 6 FEET EAST OF A FENCE CORNER, AND 1 FOOT NORTH OF THE
 HH0184'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 8 1933 AND SET
 HH0184'IN THE TOP OF A CONCRETE POST.
 HH0184
 HH0184                          STATION RECOVERY (1940)
 HH0184
 HH0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940
 HH0184'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.0 MI WEST
 HH0184'ALONG STATE HIGHWAY 45 FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0184'STATION AT SUBLETTE, THENCE 2.0 MI SOUTH ALONG U.S. HIGHWAY 83, IN
 HH0184'THE NORTHEAST CORNER OF THE INTERSECTION OF THE RIGHT-OF-WAY FOR AN
 HH0184'EAST-AND-WEST ROAD, 54 FT SOUTHEAST OF THE CENTER OF THE
 HH0184'INTERSECTION, 48 FT EAST OF THE CENTER LINE OF THE HIGHWAY, 30 FT
 HH0184'SOUTH OF THE CENTER LINE OF THE RIGHT-OF-WAY, 7.3 FT EAST OF A FENCE
 HH0184'CORNER, AND 1.7 FT NORTH OF THE FENCE.
 HH0184'THE MARK IS 3.1 FT  W FROM  WHITE WOODEN WITNESS POS
 HH0184
 HH0184                          STATION RECOVERY (1967)
 HH0184
 HH0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HH0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0455 ***********************************************************************
 KH0455  DESIGNATION -  H 80
 KH0455  PID         -  KH0455
 KH0455  STATE/COUNTY-  KS/SHERMAN
 KH0455  USGS QUAD   -  WILD HORSE DRAW (1979)
 KH0455
 KH0455                         *CURRENT SURVEY CONTROL
 KH0455  ___________________________________________________________________
 KH0455* NAD 83(1986)-  39 13 17.     (N)    101 43 39.     (W)     SCALED    
 KH0455* NAVD 88     -      1117.681  (meters)    3666.93   (feet)  ADJUSTED  
 KH0455  ___________________________________________________________________
 KH0455  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 KH0455  DYNAMIC HT  -        1116.728 (meters)    3663.80  (feet)  COMP
 KH0455  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 KH0455
 KH0455  VERT ORDER  -  SECOND    CLASS 0
 KH0455
 KH0455.The horizontal coordinates were scaled from a topographic map and have
 KH0455.an estimated accuracy of +/- 6 seconds.
 KH0455
 KH0455.The orthometric height was determined by differential leveling
 KH0455.and adjusted by the National Geodetic Survey in June 1991..
 KH0455
 KH0455.The geoid height was determined by GEOID03.
 KH0455
 KH0455.The dynamic height is computed by dividing the NAVD 88
 KH0455.geopotential number by the normal gravity value computed on the
 KH0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0455.degrees latitude (g = 980.6199 gals.).
 KH0455
 KH0455.The modeled gravity was interpolated from observed gravity values.
 KH0455
 KH0455;                    North         East    Units  Estimated Accuracy
 KH0455;SPC KS N     -   105,210.       78,210.      MT  (+/- 180 meters Scaled)
 KH0455
 KH0455                          SUPERSEDED SURVEY CONTROL
 KH0455
 KH0455  NGVD 29 (??/??/92) 1117.223  (m)         3665.42   (f) ADJ UNCH    2 0
 KH0455
 KH0455.Superseded values are not recommended for survey control.
 KH0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0455.See file dsdata.txt to determine how the superseded data were derived.
 KH0455
 KH0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ645448(NAD 83)
 KH0455_MARKER: DB = BENCH MARK DISK
 KH0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0455_STAMPING: H 80 1935
 KH0455_MARK LOGO: CGS   
 KH0455_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0455+STABILITY: SURFACE MOTION
 KH0455
 KH0455  HISTORY     - Date     Condition        Report By
 KH0455  HISTORY     - 1935     MONUMENTED       CGS
 KH0455  HISTORY     - 1940     GOOD             NGS
 KH0455  HISTORY     - 20000503 GOOD             NGS
 KH0455
 KH0455                          STATION DESCRIPTION
 KH0455
 KH0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0455'9 MI S FROM GOODLAND.
 KH0455'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0455'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0455'PARALLELING THE RAILROAD TRACKS, GO 0.7 MILE, TURN LEFT (SOUTH)
 KH0455'ACROSS THE TRACKS ONTO A SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0455'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 8.0 MILES.  BENCH
 KH0455'MARK IS 0.2 MILE NORTH OF POINT WHERE THE HIGHWAY ANGLES TO THE
 KH0455'SOUTHEAST, AT A CROSS-INTERSECTION OF STATE HIGHWAY NO. 27 AND AN
 KH0455'UNIMPROVED EAST-WEST SECTION LINE ROAD, 120 YARDS NORTHEAST OF
 KH0455'A WINDMILL AND STOCK TANKS, 53 FEET NORTHWEST OF CENTER OF
 KH0455'INTERSECTION, 40 FEET NORTH OF CENTER LINE OF THE EAST-WEST
 KH0455'SECTION LINE ROAD, 38 FEET WEST OF CENTER LINE OF STATE HIGHWAY
 KH0455'NO. 27, 22 FEET EAST OF A FENCE CORNER, 3.2 FEET EAST OF A 4 X 4
 KH0455'INCH WOODEN POST PAINTED WHITE PROJECTING 2 FEET.  A STD. DISK
 KH0455'B M IN CAST-IN-PLACE CONCRETE POST PROJECTING 1.2 FEET.
 KH0455
 KH0455                          STATION RECOVERY (2000)
 KH0455
 KH0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JS)
 KH0455'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0322 ***********************************************************************
 KH0322  DESIGNATION -  H 81
 KH0322  PID         -  KH0322
 KH0322  STATE/COUNTY-  KS/THOMAS
 KH0322  USGS QUAD   -  BREWSTER SE (1966)
 KH0322
 KH0322                         *CURRENT SURVEY CONTROL
 KH0322  ___________________________________________________________________
 KH0322* NAD 83(1986)-  39 22 18.     (N)    101 17 51.     (W)     SCALED    
 KH0322* NAVD 88     -      1008.271  (meters)    3307.97   (feet)  ADJUSTED  
 KH0322  ___________________________________________________________________
 KH0322  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 KH0322  DYNAMIC HT  -        1007.455 (meters)    3305.29  (feet)  COMP
 KH0322  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 KH0322
 KH0322  VERT ORDER  -  SECOND    CLASS 0
 KH0322
 KH0322.The horizontal coordinates were scaled from a topographic map and have
 KH0322.an estimated accuracy of +/- 6 seconds.
 KH0322
 KH0322.The orthometric height was determined by differential leveling
 KH0322.and adjusted by the National Geodetic Survey in June 1991..
 KH0322
 KH0322.The geoid height was determined by GEOID03.
 KH0322
 KH0322.The dynamic height is computed by dividing the NAVD 88
 KH0322.geopotential number by the normal gravity value computed on the
 KH0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0322.degrees latitude (g = 980.6199 gals.).
 KH0322
 KH0322.The modeled gravity was interpolated from observed gravity values.
 KH0322
 KH0322;                    North         East    Units  Estimated Accuracy
 KH0322;SPC KS N     -   120,440.      115,920.      MT  (+/- 180 meters Scaled)
 KH0322
 KH0322                          SUPERSEDED SURVEY CONTROL
 KH0322
 KH0322  NGVD 29 (??/??/92) 1007.873  (m)         3306.66   (f) ADJ UNCH    2 0
 KH0322
 KH0322.Superseded values are not recommended for survey control.
 KH0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0322.See file dsdata.txt to determine how the superseded data were derived.
 KH0322
 KH0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ020605(NAD 83)
 KH0322_MARKER: DB = BENCH MARK DISK
 KH0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0322_STAMPING: H 81 1935
 KH0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0322+STABILITY: SURFACE MOTION
 KH0322
 KH0322  HISTORY     - Date     Condition        Report By
 KH0322  HISTORY     - 1935     MONUMENTED       CGS
 KH0322
 KH0322                          STATION DESCRIPTION
 KH0322
 KH0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0322'4.4 MI E FROM BREWSTER.
 KH0322'4.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0322'RAILROAD FROM THE STATION AT BREWSTER, THOMAS COUNTY, 5.5
 KH0322'MILES WEST OF THE STATION AT LEVANT, 5 POLES EAST OF MILE POLE
 KH0322'401/20, 100 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 1
 KH0322'FOOT NORTH AND 1 FOOT WEST OF THE FENCE CORNER OF A 30-FOOT
 KH0322'OFFSET.  A STANDARD DISK, STAMPED H 81 1935 AND SET IN THE
 KH0322'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0409 ***********************************************************************
 KH0409  DESIGNATION -  H 82
 KH0409  PID         -  KH0409
 KH0409  STATE/COUNTY-  KS/SHERMAN
 KH0409  USGS QUAD   -  GOODLAND (1974)
 KH0409
 KH0409                         *CURRENT SURVEY CONTROL
 KH0409  ___________________________________________________________________
 KH0409* NAD 83(1986)-  39 20 25.     (N)    101 43 33.     (W)     SCALED    
 KH0409* NAVD 88     -      1126.981  (meters)    3697.44   (feet)  ADJUSTED  
 KH0409  ___________________________________________________________________
 KH0409  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KH0409  DYNAMIC HT  -        1126.033 (meters)    3694.33  (feet)  COMP
 KH0409  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 KH0409
 KH0409  VERT ORDER  -  SECOND    CLASS 0
 KH0409
 KH0409.The horizontal coordinates were scaled from a topographic map and have
 KH0409.an estimated accuracy of +/- 6 seconds.
 KH0409
 KH0409.The orthometric height was determined by differential leveling
 KH0409.and adjusted by the National Geodetic Survey in June 1991..
 KH0409
 KH0409.The geoid height was determined by GEOID03.
 KH0409
 KH0409.The dynamic height is computed by dividing the NAVD 88
 KH0409.geopotential number by the normal gravity value computed on the
 KH0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0409.degrees latitude (g = 980.6199 gals.).
 KH0409
 KH0409.The modeled gravity was interpolated from observed gravity values.
 KH0409
 KH0409;                    North         East    Units  Estimated Accuracy
 KH0409;SPC KS N     -   118,390.       78,900.      MT  (+/- 180 meters Scaled)
 KH0409
 KH0409                          SUPERSEDED SURVEY CONTROL
 KH0409
 KH0409  NGVD 29 (??/??/92) 1126.524  (m)         3695.94   (f) ADJ UNCH    2 0
 KH0409
 KH0409.Superseded values are not recommended for survey control.
 KH0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0409.See file dsdata.txt to determine how the superseded data were derived.
 KH0409
 KH0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ650580(NAD 83)
 KH0409_MARKER: DB = BENCH MARK DISK
 KH0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0409_STAMPING: H 82 1935
 KH0409_MARK LOGO: CGS   
 KH0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0409+STABILITY: SURFACE MOTION
 KH0409
 KH0409  HISTORY     - Date     Condition        Report By
 KH0409  HISTORY     - 1935     MONUMENTED       CGS
 KH0409  HISTORY     - 20000503 GOOD             NGS
 KH0409  HISTORY     - 20050718 MARK NOT FOUND   INDIV
 KH0409
 KH0409                          STATION DESCRIPTION
 KH0409
 KH0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0409'0.4 MI W FROM GOODLAND.
 KH0409'0.4 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0409'FROM THE STATION AT GOODLAND, SHERMAN COUNTY, 12 FEET EAST OF
 KH0409'MILE POST 424/20, AT A NORTH-AND-SOUTH ROAD CROSSING, 71 FEET
 KH0409'EAST OF THE CENTER LINE OF THE SECTION-LINE ROAD, 34 FEET NORTH
 KH0409'OF THE CENTER LINE OF THE TRACK, 42 FEET SOUTH OF THE CENTER
 KH0409'LINE OF AN EAST-AND-WEST ROAD, AND 1.8 FEET WEST OF A WHITE
 KH0409'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 82 1935 AND
 KH0409'SET IN THE TOP OF A CONCRETE POST.
 KH0409
 KH0409                          STATION RECOVERY (2000)
 KH0409
 KH0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JS)
 KH0409'GOOD CONDITION.
 KH0409
 KH0409                          STATION RECOVERY (2005)
 KH0409
 KH0409'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLE)
 KH0409'A RAILROAD SIDING WAS REMOVED SINCE WE LAST USED THIS MARK IN FEBRUARY
 KH0409'OF 1998.  WE FOUND THE TOPLESS MONUMENT AT GROUND LEVEL USING THE
 KH0409'CURRENT DIRECTIONS.  A SEARCH OF THE AREA YIELDED CONCRETE PIECES
 KH0409'CONSISTANT WITH THE MARK, BUT NO STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0544 ***********************************************************************
 HH0544  DESIGNATION -  H 84
 HH0544  PID         -  HH0544
 HH0544  STATE/COUNTY-  KS/STANTON
 HH0544  USGS QUAD   -  JOHNSON WEST (1973)
 HH0544
 HH0544                         *CURRENT SURVEY CONTROL
 HH0544  ___________________________________________________________________
 HH0544* NAD 83(1986)-  37 33 23.     (N)    101 46 55.     (W)     SCALED    
 HH0544* NAVD 88     -      1028.909  (meters)    3375.68   (feet)  ADJUSTED  
 HH0544  ___________________________________________________________________
 HH0544  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 HH0544  DYNAMIC HT  -        1027.916 (meters)    3372.42  (feet)  COMP
 HH0544  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 HH0544
 HH0544  VERT ORDER  -  SECOND    CLASS 0
 HH0544
 HH0544.The horizontal coordinates were scaled from a topographic map and have
 HH0544.an estimated accuracy of +/- 6 seconds.
 HH0544
 HH0544.The orthometric height was determined by differential leveling
 HH0544.and adjusted by the National Geodetic Survey in June 1991..
 HH0544
 HH0544.The geoid height was determined by GEOID03.
 HH0544
 HH0544.The dynamic height is computed by dividing the NAVD 88
 HH0544.geopotential number by the normal gravity value computed on the
 HH0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0544.degrees latitude (g = 980.6199 gals.).
 HH0544
 HH0544.The modeled gravity was interpolated from observed gravity values.
 HH0544
 HH0544;                    North         East    Units  Estimated Accuracy
 HH0544;SPC KS S     -   503,850.      110,080.      MT  (+/- 180 meters Scaled)
 HH0544
 HH0544                          SUPERSEDED SURVEY CONTROL
 HH0544
 HH0544  NGVD 29 (??/??/92) 1028.492  (m)         3374.31   (f) ADJ UNCH    2 0
 HH0544
 HH0544.Superseded values are not recommended for survey control.
 HH0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0544.See file dsdata.txt to determine how the superseded data were derived.
 HH0544
 HH0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG542602(NAD 83)
 HH0544_MARKER: DB = BENCH MARK DISK
 HH0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0544_STAMPING: H 84 1935
 HH0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0544+STABILITY: SURFACE MOTION
 HH0544
 HH0544  HISTORY     - Date     Condition        Report By
 HH0544  HISTORY     - 1935     MONUMENTED       CGS
 HH0544  HISTORY     - 1947     GOOD             NGS
 HH0544  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0544
 HH0544                          STATION DESCRIPTION
 HH0544
 HH0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HH0544'1.5 MI W FROM JOHNSON.
 HH0544'1.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0544'FROM THE STATION AT JOHNSON, STANTON COUNTY, 86 FEET NORTH
 HH0544'ACROSS THE TRACK FROM MILEPOST 47, 48 FEET NORTH OF THE CENTERLINE
 HH0544'OF THE TRACK, 73.5 FEET NORTHEAST OF A VERTICAL SECTION OF RAIL
 HH0544'PAINTED WHITE AND NUMBERED 47, AND 3.2 FEET WEST OF A WHITE
 HH0544'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 84 1935 AND
 HH0544'SET IN THE TOP OF A CONCRETE POST.
 HH0544
 HH0544                          STATION RECOVERY (1973)
 HH0544
 HH0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0109 ***********************************************************************
 HH0109  DESIGNATION -  H 85
 HH0109  PID         -  HH0109
 HH0109  STATE/COUNTY-  KS/HASKELL
 HH0109  USGS QUAD   -  SATANTA (1968)
 HH0109
 HH0109                         *CURRENT SURVEY CONTROL
 HH0109  ___________________________________________________________________
 HH0109* NAD 83(1986)-  37 26 28.     (N)    100 59 10.     (W)     SCALED    
 HH0109* NAVD 88     -       904.667  (meters)    2968.06   (feet)  ADJUSTED  
 HH0109  ___________________________________________________________________
 HH0109  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 HH0109  DYNAMIC HT  -         903.808 (meters)    2965.24  (feet)  COMP
 HH0109  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 HH0109
 HH0109  VERT ORDER  -  SECOND    CLASS 0
 HH0109
 HH0109.The horizontal coordinates were scaled from a topographic map and have
 HH0109.an estimated accuracy of +/- 6 seconds.
 HH0109
 HH0109.The orthometric height was determined by differential leveling
 HH0109.and adjusted by the National Geodetic Survey in June 1991..
 HH0109
 HH0109.The geoid height was determined by GEOID03.
 HH0109
 HH0109.The dynamic height is computed by dividing the NAVD 88
 HH0109.geopotential number by the normal gravity value computed on the
 HH0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0109.degrees latitude (g = 980.6199 gals.).
 HH0109
 HH0109.The modeled gravity was interpolated from observed gravity values.
 HH0109
 HH0109;                    North         East    Units  Estimated Accuracy
 HH0109;SPC KS S     -   488,890.      180,030.      MT  (+/- 180 meters Scaled)
 HH0109
 HH0109                          SUPERSEDED SURVEY CONTROL
 HH0109
 HH0109  NGVD 29 (??/??/92)  904.288  (m)         2966.82   (f) ADJ UNCH    2 0
 HH0109
 HH0109.Superseded values are not recommended for survey control.
 HH0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0109.See file dsdata.txt to determine how the superseded data were derived.
 HH0109
 HH0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG243456(NAD 83)
 HH0109_MARKER: DB = BENCH MARK DISK
 HH0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0109_STAMPING: H 85 1935
 HH0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0109+STABILITY: SURFACE MOTION
 HH0109
 HH0109  HISTORY     - Date     Condition        Report By
 HH0109  HISTORY     - 1935     MONUMENTED       CGS
 HH0109  HISTORY     - 1940     GOOD             NGS
 HH0109
 HH0109                          STATION DESCRIPTION
 HH0109
 HH0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HH0109'AT SATANTA.
 HH0109'AT SATANTA, HASKELL COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 HH0109'FE RAILWAY, 10.7 FEET EAST OF THE NORTHEAST CORNER OF THE
 HH0109'STATION, 21.7 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 HH0109'AND AT THE CORNER OF AN ANGLE FORMED BY THE CINDER LOADING
 HH0109'PLATFORM.  A STANDARD DISK, STAMPED H 85 1935 AND SET IN THE
 HH0109'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0395 ***********************************************************************
 HH0395  DESIGNATION -  H 87
 HH0395  PID         -  HH0395
 HH0395  STATE/COUNTY-  KS/MORTON
 HH0395  USGS QUAD   -  ROLLA NW (1973)
 HH0395
 HH0395                         *CURRENT SURVEY CONTROL
 HH0395  ___________________________________________________________________
 HH0395* NAD 83(1986)-  37 13 14.     (N)    101 38 41.     (W)     SCALED    
 HH0395* NAVD 88     -       990.009  (meters)    3248.05   (feet)  ADJUSTED  
 HH0395  ___________________________________________________________________
 HH0395  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 HH0395  DYNAMIC HT  -         989.018 (meters)    3244.80  (feet)  COMP
 HH0395  MODELED GRAV-     979,596.1   (mgal)                       NAVD 88
 HH0395
 HH0395  VERT ORDER  -  SECOND    CLASS 0
 HH0395
 HH0395.The horizontal coordinates were scaled from a topographic map and have
 HH0395.an estimated accuracy of +/- 6 seconds.
 HH0395
 HH0395.The orthometric height was determined by differential leveling
 HH0395.and adjusted by the National Geodetic Survey in June 1991..
 HH0395
 HH0395.The geoid height was determined by GEOID03.
 HH0395
 HH0395.The dynamic height is computed by dividing the NAVD 88
 HH0395.geopotential number by the normal gravity value computed on the
 HH0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0395.degrees latitude (g = 980.6199 gals.).
 HH0395
 HH0395.The modeled gravity was interpolated from observed gravity values.
 HH0395
 HH0395;                    North         East    Units  Estimated Accuracy
 HH0395;SPC KS S     -   466,180.      120,940.      MT  (+/- 180 meters Scaled)
 HH0395
 HH0395                          SUPERSEDED SURVEY CONTROL
 HH0395
 HH0395  NGVD 29 (??/??/92)  989.577  (m)         3246.64   (f) ADJ UNCH    2 0
 HH0395
 HH0395.Superseded values are not recommended for survey control.
 HH0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0395.See file dsdata.txt to determine how the superseded data were derived.
 HH0395
 HH0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG653226(NAD 83)
 HH0395_MARKER: DB = BENCH MARK DISK
 HH0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0395_STAMPING: H 87 1935
 HH0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0395+STABILITY: SURFACE MOTION
 HH0395
 HH0395  HISTORY     - Date     Condition        Report By
 HH0395  HISTORY     - 1935     MONUMENTED       CGS
 HH0395  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0395
 HH0395                          STATION DESCRIPTION
 HH0395
 HH0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0395'10.8 MI SE FROM RICHFIELD.
 HH0395'10.8 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM RICHFIELD,
 HH0395'MORTON COUNTY, 0.1 MILE WEST OF A BRIDGE OVER CIMARRON RIVER,
 HH0395'66 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT THE CENTER
 HH0395'OF A CURVE, 4 FEET SOUTHEAST OF A POLE, AND 3 FEET EAST OF A
 HH0395'FENCE.  A STANDARD DISK, STAMPED H 87 1935 AND SET IN THE TOP
 HH0395'OF A CONCRETE POST.
 HH0395
 HH0395                          STATION RECOVERY (1973)
 HH0395
 HH0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0427 ***********************************************************************
 HH0427  DESIGNATION -  H 88
 HH0427  PID         -  HH0427
 HH0427  STATE/COUNTY-  KS/MORTON
 HH0427  USGS QUAD   -  ELKHART NW (1973)
 HH0427
 HH0427                         *CURRENT SURVEY CONTROL
 HH0427  ___________________________________________________________________
 HH0427* NAD 83(1986)-  37 09 22.     (N)    101 54 00.     (W)     SCALED    
 HH0427* NAVD 88     -      1077.423  (meters)    3534.85   (feet)  ADJUSTED  
 HH0427  ___________________________________________________________________
 HH0427  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 HH0427  DYNAMIC HT  -        1076.331 (meters)    3531.26  (feet)  COMP
 HH0427  MODELED GRAV-     979,579.7   (mgal)                       NAVD 88
 HH0427
 HH0427  VERT ORDER  -  SECOND    CLASS 0
 HH0427
 HH0427.The horizontal coordinates were scaled from a topographic map and have
 HH0427.an estimated accuracy of +/- 6 seconds.
 HH0427
 HH0427.The orthometric height was determined by differential leveling
 HH0427.and adjusted by the National Geodetic Survey in June 1991..
 HH0427
 HH0427.The geoid height was determined by GEOID03.
 HH0427
 HH0427.The dynamic height is computed by dividing the NAVD 88
 HH0427.geopotential number by the normal gravity value computed on the
 HH0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0427.degrees latitude (g = 980.6199 gals.).
 HH0427
 HH0427.The modeled gravity was interpolated from observed gravity values.
 HH0427
 HH0427;                    North         East    Units  Estimated Accuracy
 HH0427;SPC KS S     -   459,830.       98,040.      MT  (+/- 180 meters Scaled)
 HH0427
 HH0427                          SUPERSEDED SURVEY CONTROL
 HH0427
 HH0427  NGVD 29 (??/??/92) 1076.974  (m)         3533.37   (f) ADJ UNCH    2 0
 HH0427
 HH0427.Superseded values are not recommended for survey control.
 HH0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0427.See file dsdata.txt to determine how the superseded data were derived.
 HH0427
 HH0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG424161(NAD 83)
 HH0427_MARKER: DB = BENCH MARK DISK
 HH0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0427_STAMPING: H 88 1935
 HH0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0427+STABILITY: SURFACE MOTION
 HH0427
 HH0427  HISTORY     - Date     Condition        Report By
 HH0427  HISTORY     - 1935     MONUMENTED       CGS
 HH0427
 HH0427                          STATION DESCRIPTION
 HH0427
 HH0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0427'13.6 MI SW FROM RICHFIELD.
 HH0427'13.6 MI. S.W. ALONG STATE 12.  ABOUT 24 FT. N. OF THE CENTER
 HH0427'LINE OF A CROSSROAD, ABOUT 81 FT. W. OF THE CENTER LINE OF THE
 HH0427'HWY. AND 2 FT. E. OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0428 ***********************************************************************
 HH0428  DESIGNATION -  H 88 RESET
 HH0428  PID         -  HH0428
 HH0428  STATE/COUNTY-  KS/MORTON
 HH0428  USGS QUAD   -  ELKHART NW (1973)
 HH0428
 HH0428                         *CURRENT SURVEY CONTROL
 HH0428  ___________________________________________________________________
 HH0428* NAD 83(1986)-  37 09 22.     (N)    101 54 00.     (W)     SCALED    
 HH0428* NAVD 88     -      1077.18   (meters)    3534.0    (feet)  RESET     
 HH0428  ___________________________________________________________________
 HH0428  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 HH0428
 HH0428  VERT ORDER  -  THIRD
 HH0428
 HH0428.The horizontal coordinates were scaled from a topographic map and have
 HH0428.an estimated accuracy of +/- 6 seconds.
 HH0428
 HH0428.The orthometric height was computed from unverified reset data.
 HH0428
 HH0428.The geoid height was determined by GEOID03.
 HH0428
 HH0428;                    North         East    Units  Estimated Accuracy
 HH0428;SPC KS S     -   459,830.       98,040.      MT  (+/- 180 meters Scaled)
 HH0428
 HH0428                          SUPERSEDED SURVEY CONTROL
 HH0428
 HH0428.No superseded survey control is available for this station.
 HH0428
 HH0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG424161(NAD 83)
 HH0428_MARKER: DB = BENCH MARK DISK
 HH0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0428_STAMPING: H 88 RESET 1941
 HH0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0428+STABILITY: SURFACE MOTION
 HH0428
 HH0428  HISTORY     - Date     Condition        Report By
 HH0428  HISTORY     - 1941     MONUMENTED       KSHC
 HH0428  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0428
 HH0428                          STATION DESCRIPTION
 HH0428
 HH0428'DESCRIBED BY KS HIGHWAY COMM 1941
 HH0428'13.6 MI SW FROM RICHFIELD.
 HH0428'13.6 MILES SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 51
 HH0428'FROM RICHFIELD, MORTON COUNTY, AT A ROAD INTERSECTION, 95 FEET
 HH0428'WEST OF THE CENTER LINE OF THE OLD HIGHWAY, 31 FEET NORTH OF THE
 HH0428'CENTER LINE OF THE ROAD, AND ON THE NEW HIGHWAY.  A STANDARD DISK,
 HH0428'STAMPED H 88 RESET 1941 AND SET IN THE TOP OF A CONCRETE POST.
 HH0428
 HH0428                          STATION RECOVERY (1973)
 HH0428
 HH0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0483 ***********************************************************************
 HH0483  DESIGNATION -  H 89
 HH0483  PID         -  HH0483
 HH0483  STATE/COUNTY-  KS/STANTON
 HH0483  USGS QUAD   -  JOHNSON WEST (1973)
 HH0483
 HH0483                         *CURRENT SURVEY CONTROL
 HH0483  ___________________________________________________________________
 HH0483* NAD 83(1986)-  37 30 16.     (N)    101 45 42.     (W)     SCALED    
 HH0483* NAVD 88     -      1019.606  (meters)    3345.16   (feet)  ADJUSTED  
 HH0483  ___________________________________________________________________
 HH0483  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 HH0483  DYNAMIC HT  -        1018.615 (meters)    3341.91  (feet)  COMP
 HH0483  MODELED GRAV-     979,623.4   (mgal)                       NAVD 88
 HH0483
 HH0483  VERT ORDER  -  SECOND    CLASS 0
 HH0483
 HH0483.The horizontal coordinates were scaled from a topographic map and have
 HH0483.an estimated accuracy of +/- 6 seconds.
 HH0483
 HH0483.The orthometric height was determined by differential leveling
 HH0483.and adjusted by the National Geodetic Survey in June 1991..
 HH0483
 HH0483.The geoid height was determined by GEOID03.
 HH0483
 HH0483.The dynamic height is computed by dividing the NAVD 88
 HH0483.geopotential number by the normal gravity value computed on the
 HH0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0483.degrees latitude (g = 980.6199 gals.).
 HH0483
 HH0483.The modeled gravity was interpolated from observed gravity values.
 HH0483
 HH0483;                    North         East    Units  Estimated Accuracy
 HH0483;SPC KS S     -   498,020.      111,670.      MT  (+/- 180 meters Scaled)
 HH0483
 HH0483                          SUPERSEDED SURVEY CONTROL
 HH0483
 HH0483  NGVD 29 (??/??/92) 1019.189  (m)         3343.79   (f) ADJ UNCH    2 0
 HH0483
 HH0483.Superseded values are not recommended for survey control.
 HH0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0483.See file dsdata.txt to determine how the superseded data were derived.
 HH0483
 HH0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG558544(NAD 83)
 HH0483_MARKER: DB = BENCH MARK DISK
 HH0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0483_STAMPING: H 89 1935
 HH0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0483+STABILITY: SURFACE MOTION
 HH0483
 HH0483  HISTORY     - Date     Condition        Report By
 HH0483  HISTORY     - 1935     MONUMENTED       CGS
 HH0483
 HH0483                          STATION DESCRIPTION
 HH0483
 HH0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0483'4 MI S FROM JOHNSON.
 HH0483'ABOUT 4 MILES SOUTH ALONG STATE HIGHWAY 27 FROM JOHNSON, STANTON
 HH0483'COUNTY, AT A ROAD INTERSECTION, 54 FEET EAST OF THE CENTERLINE
 HH0483'OF THE HIGHWAY, 21 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 HH0483'AND 3 FEET WEST AND 6 FEET NORTH OF A FENCE CORNER.  A STANDARD
 HH0483'DISK, STAMPED H 89 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0095 ***********************************************************************
 JH0095  DESIGNATION -  H 9
 JH0095  PID         -  JH0095
 JH0095  STATE/COUNTY-  KS/LOGAN
 JH0095  USGS QUAD   -  ELKADER (1974)
 JH0095
 JH0095                         *CURRENT SURVEY CONTROL
 JH0095  ___________________________________________________________________
 JH0095* NAD 83(1986)-  38 51 31.     (N)    100 51 15.     (W)     SCALED    
 JH0095* NAVD 88     -       864.508  (meters)    2836.31   (feet)  ADJUSTED  
 JH0095  ___________________________________________________________________
 JH0095  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 JH0095  DYNAMIC HT  -         863.815 (meters)    2834.03  (feet)  COMP
 JH0095  MODELED GRAV-     979,797.3   (mgal)                       NAVD 88
 JH0095
 JH0095  VERT ORDER  -  FIRST     CLASS II
 JH0095
 JH0095.The horizontal coordinates were scaled from a topographic map and have
 JH0095.an estimated accuracy of +/- 6 seconds.
 JH0095
 JH0095.The orthometric height was determined by differential leveling
 JH0095.and adjusted by the National Geodetic Survey in June 1991..
 JH0095
 JH0095.The geoid height was determined by GEOID03.
 JH0095
 JH0095.The dynamic height is computed by dividing the NAVD 88
 JH0095.geopotential number by the normal gravity value computed on the
 JH0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0095.degrees latitude (g = 980.6199 gals.).
 JH0095
 JH0095.The modeled gravity was interpolated from observed gravity values.
 JH0095
 JH0095;                    North         East    Units  Estimated Accuracy
 JH0095;SPC KS N     -    62,220.      152,310.      MT  (+/- 180 meters Scaled)
 JH0095
 JH0095                          SUPERSEDED SURVEY CONTROL
 JH0095
 JH0095  NGVD 29 (02/14/92)  864.171  (m)         2835.20   (f) ADJUSTED    1 2
 JH0095
 JH0095.Superseded values are not recommended for survey control.
 JH0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0095.See file dsdata.txt to determine how the superseded data were derived.
 JH0095
 JH0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ391027(NAD 83)
 JH0095_MARKER: DB = BENCH MARK DISK
 JH0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0095_SP_SET: CONCRETE POST
 JH0095_STAMPING: H 9 1933
 JH0095_MARK LOGO: CGS   
 JH0095_PROJECTION: FLUSH
 JH0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0095+STABILITY: SURFACE MOTION
 JH0095
 JH0095  HISTORY     - Date     Condition        Report By
 JH0095  HISTORY     - 1933     MONUMENTED       CGS
 JH0095  HISTORY     - 1942     GOOD             NGS
 JH0095  HISTORY     - 1986     GOOD             NGS
 JH0095
 JH0095                          STATION DESCRIPTION
 JH0095
 JH0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0095'4.5 MI N FROM ELKADER.
 JH0095'4.48 MILES NORTH OF ELKADER POST OFFICE 51 FEET WEST OF CENTERLINE
 JH0095'OF HIGHWAY U.S. 83, 24 FEET SOUTHWEST OF WEST END OF CONCRETE
 JH0095'CULVERT, 10 FEET NORTH OF TELEPHONE POLE (U T 490), ON WEST
 JH0095'HIGHWAY RIGHT OF WAY LINE.  NOTE-- MARK IS 10 FT. N OF THE
 JH0095'CENTERLINE OF A CROSS ROAD.
 JH0095
 JH0095                          STATION RECOVERY (1942)
 JH0095
 JH0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0095'RECOVERED IN GOOD CONDITION.
 JH0095
 JH0095                          STATION RECOVERY (1986)
 JH0095
 JH0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0095'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  28.62 KM
 JH0095'(17.88 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US HIGHWAY
 JH0095'40 AT OAKLEY, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A FIELD
 JH0095'ENTRANCE ROAD, 0.49 KM (0.31 MI) NORTH OF MILEPOST 133, 15.4 METERS
 JH0095'(50.5 FT) WEST OF THE HIGHWAY CENTERLINE, 10.3 METERS (34 FT)
 JH0095'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST HEADWALL FOR A BOX
 JH0095'CULVERT, 9.0 METERS (29.5 FT) NORTH OF A FENCE CORNER AND 3.6 METERS
 JH0095'(12 FT) NORTH OF THE CENTER OF THE ROAD.
 JH0095'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 JH0095'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0532 ***********************************************************************
 HH0532  DESIGNATION -  H 90 RESET
 HH0532  PID         -  HH0532
 HH0532  STATE/COUNTY-  KS/HAMILTON
 HH0532  USGS QUAD   -  SYRACUSE WEST (1966)
 HH0532
 HH0532                         *CURRENT SURVEY CONTROL
 HH0532  ___________________________________________________________________
 HH0532* NAD 83(1986)-  37 54 45.     (N)    101 45 44.     (W)     SCALED    
 HH0532* NAVD 88     -      1021.50   (meters)    3351.4    (feet)  RESET     
 HH0532  ___________________________________________________________________
 HH0532  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 HH0532
 HH0532  VERT ORDER  -  THIRD
 HH0532
 HH0532.The horizontal coordinates were scaled from a topographic map and have
 HH0532.an estimated accuracy of +/- 6 seconds.
 HH0532
 HH0532.The orthometric height was computed from unverified reset data.
 HH0532
 HH0532.The geoid height was determined by GEOID03.
 HH0532
 HH0532;                    North         East    Units  Estimated Accuracy
 HH0532;SPC KS S     -   543,290.      113,210.      MT  (+/- 180 meters Scaled)
 HH0532
 HH0532                          SUPERSEDED SURVEY CONTROL
 HH0532
 HH0532.No superseded survey control is available for this station.
 HH0532
 HH0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG571997(NAD 83)
 HH0532_MARKER: DB = BENCH MARK DISK
 HH0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0532_STAMPING: H 90 RESET 1965
 HH0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0532+STABILITY: SURFACE MOTION
 HH0532
 HH0532  HISTORY     - Date     Condition        Report By
 HH0532  HISTORY     - 1965     MONUMENTED       CGS
 HH0532
 HH0532                          STATION DESCRIPTION
 HH0532
 HH0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HH0532'4.7 MI S FROM SYRACUSE.
 HH0532'4.7 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE ATCHISON,
 HH0532'TOPEKA AND SANTA FE RAILWAY STATION AT SYRACUSE, HAMILTON COUNTY,
 HH0532'0.05 MILE SOUTH OF A T-ROAD LEADING WEST, 65 FEET WEST OF THE
 HH0532'CENTER LINE OF U.S. HIGHWAY 270, 2 FEET NORTH OF A METAL WITNESS
 HH0532'POST, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  A STANDARD DISK
 HH0532'STAMPED H 90 RESET 1965, IS SET IN THE TOP OF A ROUND CONCRETE
 HH0532'MONUMENT WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0223 ***********************************************************************
 HH0223  DESIGNATION -  H 91
 HH0223  PID         -  HH0223
 HH0223  STATE/COUNTY-  KS/KEARNY
 HH0223  USGS QUAD   -  LAKIN SE (1978)
 HH0223
 HH0223                         *CURRENT SURVEY CONTROL
 HH0223  ___________________________________________________________________
 HH0223* NAD 83(1986)-  37 49 20.     (N)    101 20 45.     (W)     SCALED    
 HH0223* NAVD 88     -       927.768  (meters)    3043.85   (feet)  ADJUSTED  
 HH0223  ___________________________________________________________________
 HH0223  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 HH0223  DYNAMIC HT  -         926.905 (meters)    3041.02  (feet)  COMP
 HH0223  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 HH0223
 HH0223  VERT ORDER  -  SECOND    CLASS 0
 HH0223
 HH0223.The horizontal coordinates were scaled from a topographic map and have
 HH0223.an estimated accuracy of +/- 6 seconds.
 HH0223
 HH0223.The orthometric height was determined by differential leveling
 HH0223.and adjusted by the National Geodetic Survey in June 1991..
 HH0223
 HH0223.The geoid height was determined by GEOID03.
 HH0223
 HH0223.The dynamic height is computed by dividing the NAVD 88
 HH0223.geopotential number by the normal gravity value computed on the
 HH0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0223.degrees latitude (g = 980.6199 gals.).
 HH0223
 HH0223.The modeled gravity was interpolated from observed gravity values.
 HH0223
 HH0223;                    North         East    Units  Estimated Accuracy
 HH0223;SPC KS S     -   532,070.      149,500.      MT  (+/- 180 meters Scaled)
 HH0223
 HH0223                          SUPERSEDED SURVEY CONTROL
 HH0223
 HH0223  NGVD 29 (??/??/92)  927.357  (m)         3042.50   (f) ADJ UNCH    2 0
 HH0223
 HH0223.Superseded values are not recommended for survey control.
 HH0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0223.See file dsdata.txt to determine how the superseded data were derived.
 HH0223
 HH0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG935886(NAD 83)
 HH0223_MARKER: DB = BENCH MARK DISK
 HH0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0223_STAMPING: H 91 1935
 HH0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0223+STABILITY: SURFACE MOTION
 HH0223
 HH0223  HISTORY     - Date     Condition        Report By
 HH0223  HISTORY     - 1935     MONUMENTED       CGS
 HH0223
 HH0223                          STATION DESCRIPTION
 HH0223
 HH0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0223'1.6 MI S FROM LAKIN.
 HH0223'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE ATCHISON,
 HH0223'TOPEKA AND SANTA FE RAILWAY STATION AT LAKIN, KEARNY COUNTY,
 HH0223'THENCE ABOUT 0.6 MILE WEST, 2.0 MILES SOUTH, 2.4 MILES WEST,
 HH0223'AND 4.8 MILES SOUTH ALONG A GRAVEL ROAD (THE ABANDONED RIGHT-OF-WAY
 HH0223'OF STATE HIGHWAY 25), ABOUT 0.2 MILE SOUTHWEST OF A WINDMILL
 HH0223'EAST OF THE HIGHWAY, 90.6 FEET NORTH OF THE NORTH END OF A CURVE
 HH0223'TO THE WEST, 51 FEET WEST OF THE NORTH ONE OF TWO SIGNS, 37
 HH0223'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT WEST
 HH0223'OF A WIRE FENCE, AND 2.3 FEET SOUTH OF A 4- BY 4-INCH WHITE
 HH0223'POST PROJECTING ABOUT 2.0 FEET ABOVE GROUND.  A STANDARD DISK,
 HH0223'STAMPED H 91 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HH0223'ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0366 ***********************************************************************
 HH0366  DESIGNATION -  H 92
 HH0366  PID         -  HH0366
 HH0366  STATE/COUNTY-  KS/GRANT
 HH0366  USGS QUAD   -  WAGON BED SPRING (1974)
 HH0366
 HH0366                         *CURRENT SURVEY CONTROL
 HH0366  ___________________________________________________________________
 HH0366* NAD 83(1986)-  37 25 53.     (N)    101 21 44.     (W)     SCALED    
 HH0366* NAVD 88     -       943.954  (meters)    3096.96   (feet)  ADJUSTED  
 HH0366  ___________________________________________________________________
 HH0366  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 HH0366  DYNAMIC HT  -         943.053 (meters)    3094.00  (feet)  COMP
 HH0366  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 HH0366
 HH0366  VERT ORDER  -  SECOND    CLASS 0
 HH0366
 HH0366.The horizontal coordinates were scaled from a topographic map and have
 HH0366.an estimated accuracy of +/- 6 seconds.
 HH0366
 HH0366.The orthometric height was determined by differential leveling
 HH0366.and adjusted by the National Geodetic Survey in June 1991..
 HH0366
 HH0366.The geoid height was determined by GEOID03.
 HH0366
 HH0366.The dynamic height is computed by dividing the NAVD 88
 HH0366.geopotential number by the normal gravity value computed on the
 HH0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0366.degrees latitude (g = 980.6199 gals.).
 HH0366
 HH0366.The modeled gravity was interpolated from observed gravity values.
 HH0366
 HH0366;                    North         East    Units  Estimated Accuracy
 HH0366;SPC KS S     -   488,760.      146,720.      MT  (+/- 180 meters Scaled)
 HH0366
 HH0366                          SUPERSEDED SURVEY CONTROL
 HH0366
 HH0366  NGVD 29 (??/??/92)  943.559  (m)         3095.66   (f) ADJ UNCH    2 0
 HH0366
 HH0366.Superseded values are not recommended for survey control.
 HH0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0366.See file dsdata.txt to determine how the superseded data were derived.
 HH0366
 HH0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG909453(NAD 83)
 HH0366_MARKER: DB = BENCH MARK DISK
 HH0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0366_SP_SET: CULVERT
 HH0366_STAMPING: H 92 1935
 HH0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0366
 HH0366  HISTORY     - Date     Condition        Report By
 HH0366  HISTORY     - 1935     MONUMENTED       CGS
 HH0366
 HH0366                          STATION DESCRIPTION
 HH0366
 HH0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0366'10.2 MI S FROM ULYSSES.
 HH0366'ABOUT 10.2 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE HIGH
 HH0366'SCHOOL AT ULYSSES, GRANT COUNTY, ABOUT 101 FEET NORTHWEST OF THE
 HH0366'CENTER OF THE CROSSING OF AN EAST-AND-WEST ROAD, 95 FEET NORTH OF
 HH0366'THE CENTER LINE OF THE ROAD, 18 FEET WEST OF THE CENTER LINE OF THE
 HH0366'HIGHWAY, AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF
 HH0366'THE WEST ABUTMENT.  A STANDARD DISK, STAMPED H 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0449 ***********************************************************************
 HH0449  DESIGNATION -  H 93
 HH0449  PID         -  HH0449
 HH0449  STATE/COUNTY-  KS/MORTON
 HH0449  USGS QUAD   -  ELKHART NORTH (1973)
 HH0449
 HH0449                         *CURRENT SURVEY CONTROL
 HH0449  ___________________________________________________________________
 HH0449* NAD 83(1986)-  37 05 29.     (N)    101 53 59.     (W)     SCALED    
 HH0449* NAVD 88     -      1059.398  (meters)    3475.71   (feet)  ADJUSTED  
 HH0449  ___________________________________________________________________
 HH0449  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 HH0449  DYNAMIC HT  -        1058.320 (meters)    3472.17  (feet)  COMP
 HH0449  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 HH0449
 HH0449  VERT ORDER  -  SECOND    CLASS 0
 HH0449
 HH0449.The horizontal coordinates were scaled from a topographic map and have
 HH0449.an estimated accuracy of +/- 6 seconds.
 HH0449
 HH0449.The orthometric height was determined by differential leveling
 HH0449.and adjusted by the National Geodetic Survey in June 1991..
 HH0449
 HH0449.The geoid height was determined by GEOID03.
 HH0449
 HH0449.The dynamic height is computed by dividing the NAVD 88
 HH0449.geopotential number by the normal gravity value computed on the
 HH0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0449.degrees latitude (g = 980.6199 gals.).
 HH0449
 HH0449.The modeled gravity was interpolated from observed gravity values.
 HH0449
 HH0449;                    North         East    Units  Estimated Accuracy
 HH0449;SPC KS S     -   452,650.       97,800.      MT  (+/- 180 meters Scaled)
 HH0449
 HH0449                          SUPERSEDED SURVEY CONTROL
 HH0449
 HH0449  NGVD 29 (??/??/92) 1058.945  (m)         3474.22   (f) ADJ UNCH    2 0
 HH0449
 HH0449.Superseded values are not recommended for survey control.
 HH0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0449.See file dsdata.txt to determine how the superseded data were derived.
 HH0449
 HH0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG422089(NAD 83)
 HH0449_MARKER: DB = BENCH MARK DISK
 HH0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0449_STAMPING: H 93 1935
 HH0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0449+STABILITY: SURFACE MOTION
 HH0449
 HH0449  HISTORY     - Date     Condition        Report By
 HH0449  HISTORY     - 1935     MONUMENTED       CGS
 HH0449  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0449
 HH0449                          STATION DESCRIPTION
 HH0449
 HH0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0449'6 MI N FROM ELKHART.
 HH0449'ABOUT 6.0 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE HIGH
 HH0449'SCHOOL AT ELKHART, MORTON COUNTY, ABOUT 100 FEET NORTH OF A LOW
 HH0449'POINT OF A BORROW PIT, ABOUT 43 FEET EAST OF THE CENTER LINE
 HH0449'OF THE HIGHWAY, AND 2 FEET WEST OF THE FENCE.  A STANDARD DISK,
 HH0449'STAMPED H 93 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HH0449
 HH0449                          STATION RECOVERY (1973)
 HH0449
 HH0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0477 ***********************************************************************
 KH0477  DESIGNATION -  H 95
 KH0477  PID         -  KH0477
 KH0477  STATE/COUNTY-  KS/CHEYENNE
 KH0477  USGS QUAD   -  ST FRANCIS SW (1978)
 KH0477
 KH0477                         *CURRENT SURVEY CONTROL
 KH0477  ___________________________________________________________________
 KH0477* NAD 83(1986)-  39 45 24.     (N)    101 55 05.     (W)     SCALED    
 KH0477* NAVD 88     -      1086.139  (meters)    3563.44   (feet)  ADJUSTED  
 KH0477  ___________________________________________________________________
 KH0477  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 KH0477  DYNAMIC HT  -        1085.286 (meters)    3560.64  (feet)  COMP
 KH0477  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 KH0477
 KH0477  VERT ORDER  -  SECOND    CLASS 0
 KH0477
 KH0477.The horizontal coordinates were scaled from a topographic map and have
 KH0477.an estimated accuracy of +/- 6 seconds.
 KH0477
 KH0477.The orthometric height was determined by differential leveling
 KH0477.and adjusted by the National Geodetic Survey in June 1991..
 KH0477
 KH0477.The geoid height was determined by GEOID03.
 KH0477
 KH0477.The dynamic height is computed by dividing the NAVD 88
 KH0477.geopotential number by the normal gravity value computed on the
 KH0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0477.degrees latitude (g = 980.6199 gals.).
 KH0477
 KH0477.The modeled gravity was interpolated from observed gravity values.
 KH0477
 KH0477;                    North         East    Units  Estimated Accuracy
 KH0477;SPC KS N     -   165,270.       64,340.      MT  (+/- 180 meters Scaled)
 KH0477
 KH0477                          SUPERSEDED SURVEY CONTROL
 KH0477
 KH0477  NGVD 29 (??/??/92) 1085.694  (m)         3561.98   (f) ADJ UNCH    2 0
 KH0477
 KH0477.Superseded values are not recommended for survey control.
 KH0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0477.See file dsdata.txt to determine how the superseded data were derived.
 KH0477
 KH0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK500048(NAD 83)
 KH0477_MARKER: DB = BENCH MARK DISK
 KH0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0477_STAMPING: H 95 1935
 KH0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0477+STABILITY: SURFACE MOTION
 KH0477
 KH0477  HISTORY     - Date     Condition        Report By
 KH0477  HISTORY     - 1935     MONUMENTED       CGS
 KH0477  HISTORY     - 1942     GOOD             NGS
 KH0477  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0477
 KH0477                          STATION DESCRIPTION
 KH0477
 KH0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0477'6.4 MI W FROM ST FRANCIS.
 KH0477'6.4 MI. W. OF DEPOT ALONG U.S. 36.  ABOUT 26 FT. E. OF THE CENTER
 KH0477'LINE OF A CROSSROAD, ABOUT 100 FT. S. OF THE CENTER LINE OF THE
 KH0477'HWY., ABOUT 1/4 MI. S.E. OF A RANCH HOUSE, AND ABOUT 20 FT. S.
 KH0477'AND 1 FT. E OF A FENCE CORNER.
 KH0477
 KH0477                          STATION RECOVERY (1942)
 KH0477
 KH0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0477'RECOVERED IN GOOD CONDITION.
 KH0477
 KH0477                          STATION RECOVERY (1975)
 KH0477
 KH0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0263 ***********************************************************************
 KH0263  DESIGNATION -  H 96
 KH0263  PID         -  KH0263
 KH0263  STATE/COUNTY-  KS/CHEYENNE
 KH0263  USGS QUAD   -  MC DONALD SW (1978)
 KH0263
 KH0263                         *CURRENT SURVEY CONTROL
 KH0263  ___________________________________________________________________
 KH0263* NAD 83(1986)-  39 45 59.     (N)    101 28 00.     (W)     SCALED    
 KH0263* NAVD 88     -      1043.771  (meters)    3424.44   (feet)  ADJUSTED  
 KH0263  ___________________________________________________________________
 KH0263  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 KH0263  DYNAMIC HT  -        1042.969 (meters)    3421.81  (feet)  COMP
 KH0263  MODELED GRAV-     979,822.5   (mgal)                       NAVD 88
 KH0263
 KH0263  VERT ORDER  -  SECOND    CLASS 0
 KH0263
 KH0263.The horizontal coordinates were scaled from a topographic map and have
 KH0263.an estimated accuracy of +/- 6 seconds.
 KH0263
 KH0263.The orthometric height was determined by differential leveling
 KH0263.and adjusted by the National Geodetic Survey in June 1991..
 KH0263
 KH0263.The geoid height was determined by GEOID03.
 KH0263
 KH0263.The dynamic height is computed by dividing the NAVD 88
 KH0263.geopotential number by the normal gravity value computed on the
 KH0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0263.degrees latitude (g = 980.6199 gals.).
 KH0263
 KH0263.The modeled gravity was interpolated from observed gravity values.
 KH0263
 KH0263;                    North         East    Units  Estimated Accuracy
 KH0263;SPC KS N     -   164,780.      103,040.      MT  (+/- 180 meters Scaled)
 KH0263
 KH0263                          SUPERSEDED SURVEY CONTROL
 KH0263
 KH0263  NGVD 29 (??/??/92) 1043.350  (m)         3423.06   (f) ADJ UNCH    2 0
 KH0263
 KH0263.Superseded values are not recommended for survey control.
 KH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0263.See file dsdata.txt to determine how the superseded data were derived.
 KH0263
 KH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK887047(NAD 83)
 KH0263_MARKER: DB = BENCH MARK DISK
 KH0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0263_STAMPING: H 96 1935
 KH0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0263+STABILITY: SURFACE MOTION
 KH0263
 KH0263  HISTORY     - Date     Condition        Report By
 KH0263  HISTORY     - 1935     MONUMENTED       CGS
 KH0263  HISTORY     - 1942     GOOD             NGS
 KH0263  HISTORY     - 1976     MARK NOT FOUND   USGS
 KH0263
 KH0263                          STATION DESCRIPTION
 KH0263
 KH0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0263'3.4 MI E FROM BIRD CITY.
 KH0263'3.4 MI. E. ALONG C.B. AND Q. RY.  ABOUT 1/4 MI. E. OF MILEPOLE
 KH0263'115, ABOUT 35 FT. W. OF THE CENTER LINE OF A CROSS-ROAD, AND ABOUT
 KH0263'45 FT. N. OF THE CENTER LINE OF THE TRACK.
 KH0263
 KH0263                          STATION RECOVERY (1942)
 KH0263
 KH0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0263'RECOVERED IN GOOD CONDITION.
 KH0263
 KH0263                          STATION RECOVERY (1976)
 KH0263
 KH0263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KH0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0156 ***********************************************************************
 JH0156  DESIGNATION -  H 97
 JH0156  PID         -  JH0156
 JH0156  STATE/COUNTY-  KS/LOGAN
 JH0156  USGS QUAD   -  WEST OF RUSSELL SPRINGS (1969)
 JH0156
 JH0156                         *CURRENT SURVEY CONTROL
 JH0156  ___________________________________________________________________
 JH0156* NAD 83(1986)-  38 53 22.     (N)    101 22 12.     (W)     SCALED    
 JH0156* NAVD 88     -       959.337  (meters)    3147.42   (feet)  ADJUSTED  
 JH0156  ___________________________________________________________________
 JH0156  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 JH0156  DYNAMIC HT  -         958.532 (meters)    3144.78  (feet)  COMP
 JH0156  MODELED GRAV-     979,755.7   (mgal)                       NAVD 88
 JH0156
 JH0156  VERT ORDER  -  SECOND    CLASS 0
 JH0156
 JH0156.The horizontal coordinates were scaled from a topographic map and have
 JH0156.an estimated accuracy of +/- 6 seconds.
 JH0156
 JH0156.The orthometric height was determined by differential leveling
 JH0156.and adjusted by the National Geodetic Survey in June 1991..
 JH0156
 JH0156.The geoid height was determined by GEOID03.
 JH0156
 JH0156.The dynamic height is computed by dividing the NAVD 88
 JH0156.geopotential number by the normal gravity value computed on the
 JH0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0156.degrees latitude (g = 980.6199 gals.).
 JH0156
 JH0156.The modeled gravity was interpolated from observed gravity values.
 JH0156
 JH0156;                    North         East    Units  Estimated Accuracy
 JH0156;SPC KS N     -    67,170.      107,690.      MT  (+/- 180 meters Scaled)
 JH0156
 JH0156                          SUPERSEDED SURVEY CONTROL
 JH0156
 JH0156  NGVD 29 (??/??/92)  958.957  (m)         3146.18   (f) ADJ UNCH    2 0
 JH0156
 JH0156.Superseded values are not recommended for survey control.
 JH0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0156.See file dsdata.txt to determine how the superseded data were derived.
 JH0156
 JH0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ944071(NAD 83)
 JH0156_MARKER: DB = BENCH MARK DISK
 JH0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0156_STAMPING: H 97 1935
 JH0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0156+STABILITY: SURFACE MOTION
 JH0156
 JH0156  HISTORY     - Date     Condition        Report By
 JH0156  HISTORY     - 1935     MONUMENTED       CGS
 JH0156  HISTORY     - 1940     GOOD             NGS
 JH0156  HISTORY     - 1966     GOOD             USGS
 JH0156
 JH0156                          STATION DESCRIPTION
 JH0156
 JH0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0156'11.8 MI SW FROM RUSSELL SPRINGS.
 JH0156'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0156'SOUTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 11.8 MILES.  BENCH
 JH0156'MARK IS 1.0 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY NO. 25
 JH0156'WITH COUNTY HIGHWAY NO. 391, AT THE T-INTERSECTION OF STATE
 JH0156'HIGHWAY NO. 25 WITH THE RIGHT-OF-WAY FOR AN EAST-WEST ROAD,
 JH0156'63 FEET EAST OF CENTER LINE OF THE HIGHWAY, 58.3 FEET SOUTH OF
 JH0156'CENTER LINE OF THE RIGHT-OF-WAY FOR THE EAST-WEST ROAD, 2.5
 JH0156'FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 JH0156'20 FEET, 1.7 FEET NORTH OF FENCE.  MONUMENT PROJECTS 0.6 FOOT.
 JH0156'NOTE-- MARK SHOULD BE 125 FT E OF THE CENTERLINE OF THE HIGHWAY.
 JH0156
 JH0156                          STATION RECOVERY (1966)
 JH0156
 JH0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JH0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0224 ***********************************************************************
 JH0224  DESIGNATION -  H 99
 JH0224  PID         -  JH0224
 JH0224  STATE/COUNTY-  KS/WICHITA
 JH0224  USGS QUAD   -  LYDIA (1970)
 JH0224
 JH0224                         *CURRENT SURVEY CONTROL
 JH0224  ___________________________________________________________________
 JH0224* NAD 83(1986)-  38 15 50.     (N)    101 16 18.     (W)     SCALED    
 JH0224* NAVD 88     -       987.149  (meters)    3238.67   (feet)  ADJUSTED  
 JH0224  ___________________________________________________________________
 JH0224  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JH0224  DYNAMIC HT  -         986.290 (meters)    3235.85  (feet)  COMP
 JH0224  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 JH0224
 JH0224  VERT ORDER  -  SECOND    CLASS 0
 JH0224
 JH0224.The horizontal coordinates were scaled from a topographic map and have
 JH0224.an estimated accuracy of +/- 6 seconds.
 JH0224
 JH0224.The orthometric height was determined by differential leveling
 JH0224.and adjusted by the National Geodetic Survey in June 1991..
 JH0224
 JH0224.The geoid height was determined by GEOID03.
 JH0224
 JH0224.The dynamic height is computed by dividing the NAVD 88
 JH0224.geopotential number by the normal gravity value computed on the
 JH0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0224.degrees latitude (g = 980.6199 gals.).
 JH0224
 JH0224.The modeled gravity was interpolated from observed gravity values.
 JH0224
 JH0224;                    North         East    Units  Estimated Accuracy
 JH0224;SPC KS S     -   580,880.      157,480.      MT  (+/- 180 meters Scaled)
 JH0224
 JH0224                          SUPERSEDED SURVEY CONTROL
 JH0224
 JH0224  NGVD 29 (??/??/92)  986.770  (m)         3237.43   (f) ADJ UNCH    2 0
 JH0224
 JH0224.Superseded values are not recommended for survey control.
 JH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0224.See file dsdata.txt to determine how the superseded data were derived.
 JH0224
 JH0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH012375(NAD 83)
 JH0224_MARKER: DB = BENCH MARK DISK
 JH0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0224_STAMPING: H 99 1935
 JH0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0224+STABILITY: SURFACE MOTION
 JH0224
 JH0224  HISTORY     - Date     Condition        Report By
 JH0224  HISTORY     - 1935     MONUMENTED       CGS
 JH0224  HISTORY     - 1940     GOOD             NGS
 JH0224
 JH0224                          STATION DESCRIPTION
 JH0224
 JH0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0224'19.2 MI SE FROM LEOTI.
 JH0224'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED SOUTHEASTERLY
 JH0224'ALONG STATE HIGHWAY NO. 25, GO 19.1 MILES, TURN RIGHT (WEST),
 JH0224'AT CROSS-INTERSECTION OF STATE HIGHWAY NO. 25 AND AN EAST-WEST
 JH0224'SECTION LINE ROAD (WICHITA-KEARNY COUNTY LINE), ONTO UNIMPROVED
 JH0224'EAST-WEST SECTION LINE ROAD, GO 0.1 MILE.  BENCH MARK IS ABOUT
 JH0224'HALF-WAY BETWEEN TWO CURVES IN OLD ABANDONED RIGHT-OF-WAY BED
 JH0224'OF HIGHWAY NO. 25, 35 FEET NORTH OF CENTER LINE OF EAST-WEST
 JH0224'SECTION LINE ROAD, 3.5 FEET NORTH OF FENCE, 2.0 FEET EAST OF
 JH0224'A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
 JH0224'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0687 ***********************************************************************
 JH0687  DESIGNATION -  HACK
 JH0687  PID         -  JH0687
 JH0687  STATE/COUNTY-  KS/HODGEMAN
 JH0687  USGS QUAD   -  HORSE THIEF CANYON NW (1974)
 JH0687
 JH0687                         *CURRENT SURVEY CONTROL
 JH0687  ___________________________________________________________________
 JH0687* NAD 83(1997)-  38 13 35.38210(N)    100 09 40.66192(W)     ADJUSTED  
 JH0687* NAVD 88     -       767.     (meters)    2516.     (feet)  SCALED    
 JH0687  ___________________________________________________________________
 JH0687  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JH0687  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 JH0687
 JH0687  HORZ ORDER  -  SECOND
 JH0687
 JH0687.The horizontal coordinates were established by classical geodetic methods
 JH0687.and adjusted by the National Geodetic Survey in October 1998..
 JH0687
 JH0687.The orthometric height was scaled from a topographic map.
 JH0687
 JH0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0687
 JH0687.The geoid height was determined by GEOID03.
 JH0687
 JH0687;                    North         East     Units Scale Factor Converg.
 JH0687;SPC KS S     -   574,415.073   254,549.208   MT  0.99995041   -1 01 15.3
 JH0687;UTM  14      - 4,231,583.046   398,354.140   MT  0.99972724   -0 43 07.1
 JH0687
 JH0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0687!SPC KS S     -   0.99988366  x   0.99995041  =   0.99983408
 JH0687!UTM  14      -   0.99988366  x   0.99972724  =   0.99961093
 JH0687
 JH0687|---------------------------------------------------------------------|
 JH0687| PID    Reference Object                     Distance      Geod. Az  |
 JH0687|                                                           dddmmss.s |
 JH0687| CK9784 HACK RM 1                            22.525 METERS 06839     |
 JH0687| JH0688 LARK                                APPROX. 6.3 KM 2934941.2 |
 JH0687| CK9785 HACK RM 2                            19.879 METERS 33041     |
 JH0687|---------------------------------------------------------------------|
 JH0687
 JH0687                          SUPERSEDED SURVEY CONTROL
 JH0687
 JH0687  NAD 83(1997)-  38 13 35.38881(N)    100 09 40.66175(W) AD(       ) 2
 JH0687  NAD 83(1986)-  38 13 35.38856(N)    100 09 40.66225(W) AD(       ) 2
 JH0687  NAD 27      -  38 13 35.32585(N)    100 09 39.17697(W) AD(       ) 2
 JH0687
 JH0687.Superseded values are not recommended for survey control.
 JH0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0687.See file dsdata.txt to determine how the superseded data were derived.
 JH0687
 JH0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH9835431583(NAD 83)
 JH0687_MARKER: DS = TRIANGULATION STATION DISK
 JH0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0687
 JH0687  HISTORY     - Date     Condition        Report By
 JH0687  HISTORY     - 1964     MONUMENTED       CGS
 JH0687
 JH0687                          STATION DESCRIPTION
 JH0687
 JH0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0687'THE STATION IS 21 MILES SOUTHWEST OF NESS CITY, 17-1/2 MILES
 JH0687'NORTHWEST OF JETMORE, 1 MILE SOUTH OF HACKBERRY CREEK, IN SECTION
 JH0687'15, T 21 S, R 26 W, ON THE TOP OF A LOW GRASSY COVERED HILL IN OPEN
 JH0687'PASTURE LAND, ON PROPERTY OWNED BY MR. W.D. SINCLAIR.
 JH0687'
 JH0687'TO REACH THE STATION FROM THE POST OFFICE IN KALVESTA, GO EAST ON
 JH0687'U.S. HIGHWAY 156 FOR 2.95 MILES TO A FORK IN THE ROAD.  CONTINUE
 JH0687'NORTHEAST AND EAST ON U.S. HIGHWAY 156 FOR 5.25 MILES TO A
 JH0687'CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 2.0
 JH0687'MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON THE GRAVELED
 JH0687'ROAD AND GO 4.0 MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON
 JH0687'THE GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD.  CONTINUE
 JH0687'STRAIGHT AHEAD ON THE GRAVELED ROAD FOR 1.7 MILES TO A WIRE GATE
 JH0687'ON THE LEFT.  TURN LEFT THROUGH THE WIRE GATE AND GO NORTHWEST ON
 JH0687'A TRACK ROAD FOR 0.5 MILE TO A FORK IN THE ROAD.  KEEP THE RIGHT
 JH0687'FORK AND GO NORTHWEST ON THE TRACK ROAD FOR 0.9 MILE TO A WIRE
 JH0687'GATE.  PASS THROUGH THE WIRE GATE AND GO SOUTHWEST AND WEST ON A
 JH0687'TRACK ROAD FOR 0.4 MILE TO A REVERSE Y-FORK.  CONTINUE STRAIGHT
 JH0687'AHEAD AND GO WEST ACROSS THE OPEN PASTURE FOR 0.05 MILE TO THE
 JH0687'STATION.
 JH0687'
 JH0687'THE STATION MARKS ARE STANDARD DISKS STAMPED HACK 1963.  THE SURFACE
 JH0687'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 JH0687'PROJECTS 1 INCH.  IT IS 3.6 FEET NORTHEAST OF A METAL WITNESS POST.
 JH0687'THE UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 42 INCHES BELOW
 JH0687'THE SURFACE OF THE GROUND.
 JH0687'
 JH0687'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HACK NO. 1 1963, IS
 JH0687'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 JH0687'1 INCH.  IT IS 77.4 FEET NORTHEAST OF A METAL WITNESS POST.
 JH0687'
 JH0687'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HACK NO. 2 1963, IS
 JH0687'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 JH0687'1 INCH.  IT IS 66 FEET NORTHWEST OF A METAL WITNESS POST.
 JH0687'
 JH0687'TRIANGULATION STATION LARK MAY BE USED FOR THE AZIMUTH MARK.
 JH0687'
 JH0687'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 JH0687'
 JH0687'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0765 ***********************************************************************
 HE0765  DESIGNATION -  HACKBERRY
 HE0765  PID         -  HE0765
 HE0765  STATE/COUNTY-  KS/LABETTE
 HE0765  USGS QUAD   -  ALTAMONT (1974)
 HE0765
 HE0765                         *CURRENT SURVEY CONTROL
 HE0765  ___________________________________________________________________
 HE0765* NAD 83(1997)-  37 07 38.68393(N)    095 21 15.70180(W)     ADJUSTED  
 HE0765* NAVD 88     -       284.5    (meters)     933.     (feet)  VERTCON   
 HE0765  ___________________________________________________________________
 HE0765  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 HE0765  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HE0765
 HE0765  HORZ ORDER  -  SECOND
 HE0765
 HE0765.The horizontal coordinates were established by classical geodetic methods
 HE0765.and adjusted by the National Geodetic Survey in October 1998..
 HE0765
 HE0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0765
 HE0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0765
 HE0765.The geoid height was determined by GEOID03.
 HE0765
 HE0765;                    North         East     Units Scale Factor Converg.
 HE0765;SPC KS S     -   455,851.656   679,486.083   MT  1.00003029   +1 55 59.1
 HE0765;UTM  15      - 4,111,601.285   290,852.094   MT  1.00013889   -1 25 17.7
 HE0765
 HE0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0765!SPC KS S     -   0.99996003  x   1.00003029  =   0.99999032
 HE0765!UTM  15      -   0.99996003  x   1.00013889  =   1.00009891
 HE0765
 HE0765:                Primary Azimuth Mark                     Grid Az
 HE0765:SPC KS S     -  ALTAMONT W MUNICIPAL TANK                035 03 13.0
 HE0765:UTM  15      -  ALTAMONT W MUNICIPAL TANK                038 24 29.8
 HE0765
 HE0765|---------------------------------------------------------------------|
 HE0765| PID    Reference Object                     Distance      Geod. Az  |
 HE0765|                                                           dddmmss.s |
 HE0765| HE0760 ALTAMONT W MUNICIPAL TANK           APPROX. 8.7 KM 0365912.1 |
 HE0765| CL5311 HACKBERRY RM 2                       20.957 METERS 27842     |
 HE0765| CL5310 HACKBERRY RM 1                       24.439 METERS 35744     |
 HE0765|---------------------------------------------------------------------|
 HE0765
 HE0765                          SUPERSEDED SURVEY CONTROL
 HE0765
 HE0765  NAD 83(1997)-  37 07 38.68762(N)    095 21 15.70191(W) AD(       ) 2
 HE0765  NAD 83(1986)-  37 07 38.69937(N)    095 21 15.68762(W) AD(       ) 2
 HE0765  NAD 27      -  37 07 38.44699(N)    095 21 14.79566(W) AD(       ) 2
 HE0765  NGVD 29 (07/19/86)  284.4    (m)          933.     (f) VERT ANG       
 HE0765
 HE0765.Superseded values are not recommended for survey control.
 HE0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0765.See file dsdata.txt to determine how the superseded data were derived.
 HE0765
 HE0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9085211601(NAD 83)
 HE0765_MARKER: DS = TRIANGULATION STATION DISK
 HE0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0765
 HE0765  HISTORY     - Date     Condition        Report By
 HE0765  HISTORY     - 1966     MONUMENTED       CGS
 HE0765
 HE0765                          STATION DESCRIPTION
 HE0765
 HE0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0765'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF MOUND
 HE0765'VALLEY, 5-1/2 MILES SOUTHWEST OF ALTAMONT AT THE WEST EDGE OF A
 HE0765'CONCRETE LANDING FIELD OWNED BY THE CITY OF EDNA.
 HE0765'
 HE0765'TO REACH THE STATION FROM THE POST OFFICE IN EDNA GO NORTH
 HE0765'ON STATE HIGHWAY 101 FOR 4.8 MILES TO A GRAVELED ROAD LEADING
 HE0765'EAST.  TURN RIGHT AND GO EAST FOR 0.25 MILE TO THE WEST EDGE
 HE0765'OF THE LANDING FIELD AND THE STATION.
 HE0765'
 HE0765'THE STATION MARK IS A STANDARD DISK, STAMPED HACKBERRY 1964,
 HE0765'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HE0765'WITH THE GROUND.  IT IS 19.0 FEET WEST OF THE WEST EDGE OF THE
 HE0765'LANDING FIELD, 13.5 FEET NORTH OF THE CENTERLINE OF THE
 HE0765'GRAVELED ROAD AND 13.5 FEET SOUTH-SOUTHEAST OF A FENCE CORNER.
 HE0765'
 HE0765'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HACKBERRY NO 1 1964,
 HE0765'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HE0765'WITH THE GROUND.  IT IS 21.5 FEET WEST OF THE WEST EDGE OF
 HE0765'THE LANDING FIELD, 1.2 FEET EAST OF A NORTH-SOUTH FENCE AND
 HE0765'AT ABOUT SAME ELEVATION AS THE STATION.
 HE0765'
 HE0765'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HACKBERRY NO 2 1964,
 HE0765'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HE0765'WITH THE GROUND.  IT IS 33 FEET NORTH OF THE CENTERLINE OF THE
 HE0765'GRAVELED ROAD, 1.6 FEET SOUTH OF AN EAST-WEST FENCE AND AT
 HE0765'ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0743 ***********************************************************************
 JH0743  DESIGNATION -  HACKBERRY
 JH0743  PID         -  JH0743
 JH0743  STATE/COUNTY-  KS/GOVE
 JH0743  USGS QUAD   -  ORION NE (1972)
 JH0743
 JH0743                         *CURRENT SURVEY CONTROL
 JH0743  ___________________________________________________________________
 JH0743* NAD 83(1997)-  38 56 44.30760(N)    100 35 02.17511(W)     ADJUSTED  
 JH0743* NAVD 88     -       840.     (meters)    2756.     (feet)  SCALED    
 JH0743  ___________________________________________________________________
 JH0743  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JH0743  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 JH0743
 JH0743  HORZ ORDER  -  THIRD
 JH0743
 JH0743.The horizontal coordinates were established by classical geodetic methods
 JH0743.and adjusted by the National Geodetic Survey in October 1998..
 JH0743
 JH0743.The orthometric height was scaled from a topographic map.
 JH0743
 JH0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0743
 JH0743.The geoid height was determined by GEOID03.
 JH0743
 JH0743;                    North         East     Units Scale Factor Converg.
 JH0743;SPC KS N     -    71,168.304   176,028.517   MT  0.99997095   -1 38 05.6
 JH0743;UTM  14      - 4,311,937.135   362,735.478   MT  0.99983201   -0 59 44.8
 JH0743
 JH0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0743!SPC KS N     -   0.99987211  x   0.99997095  =   0.99984307
 JH0743!UTM  14      -   0.99987211  x   0.99983201  =   0.99970414
 JH0743
 JH0743|---------------------------------------------------------------------|
 JH0743| PID    Reference Object                     Distance      Geod. Az  |
 JH0743|                                                           dddmmss.s |
 JH0743| CK9787 HACKBERRY RM 1                       11.749 METERS 26836     |
 JH0743| CK9786 HACKBERRY AZ MK                                    2852010.5 |
 JH0743| CK9788 HACKBERRY RM 2                       14.511 METERS 35748     |
 JH0743|---------------------------------------------------------------------|
 JH0743
 JH0743                          SUPERSEDED SURVEY CONTROL
 JH0743
 JH0743  NAD 83(1986)-  38 56 44.31068(N)    100 35 02.17713(W) AD(       ) 3
 JH0743  NAD 27      -  38 56 44.26900(N)    100 35 00.67700(W) AD(       ) 3
 JH0743
 JH0743.Superseded values are not recommended for survey control.
 JH0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0743.See file dsdata.txt to determine how the superseded data were derived.
 JH0743
 JH0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ6273511937(NAD 83)
 JH0743_MARKER: DS = TRIANGULATION STATION DISK
 JH0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0743
 JH0743  HISTORY     - Date     Condition        Report By
 JH0743  HISTORY     - 1950     MONUMENTED       CGS
 JH0743  HISTORY     - 1971     SEE DESCRIPTION  NGS
 JH0743
 JH0743                          STATION DESCRIPTION
 JH0743
 JH0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JH0743'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF GOVE,
 JH0743'AND ABOUT 1.5 MILES SOUTH OF HACKBERRY CREEK ON LAND OWNED
 JH0743'BY RICHARD HOEMER.  IT IS 24 FEET SOUTH OF THE CENTER OF A
 JH0743'GRADED ROAD, 19 FEET EAST OF A DRIVEWAY INTO A FIELD, AND
 JH0743'6 FEET WEST OF A WITNESS POST.  IT IS STAMPED HACKBERRY 1950,
 JH0743'AND PROJECTS 3 INCHES.
 JH0743'
 JH0743'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE CENTER OF A GRADED
 JH0743'ROAD, 1 FOOT SOUTHEAST OF FENCE CORNER, PROJECTING 4 INCHES,
 JH0743'AND IS STAMPED HACKBERRY NO 1 1950.
 JH0743'
 JH0743'REFERENCE MARK NO. 2 IS 15 FEET NORTH OF CENTER OF GRADED
 JH0743'ROAD, 9 FEET EAST OF FENCE CORNER, AND 1 FOOT SOUTH OF AN
 JH0743'EAST-WEST FENCE LINE.  IT IS STAMPED HACKBERRY NO 2 1950,
 JH0743'AND PROJECTS 3 INCHES.
 JH0743'
 JH0743'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 61.0 FEET.
 JH0743'
 JH0743'THE AZIMUTH MARK IS 30 FEET EAST OF CENTER OF GRADED ROAD,
 JH0743'1 FOOT NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A NORTH-SOUTH
 JH0743'FENCE LINE.  IT IS STAMPED HACKBERRY 1950.
 JH0743'
 JH0743'TO REACH THE STATION FROM THE FIRST STREET NORTH OF THE POST
 JH0743'OFFICE IN GOVE, GO WEST ON GRAVEL ROAD FOR 2.7 MILES TO A
 JH0743'SIDE ROAD RIGHT, CONTINUE WEST FOR 2.9 MILES TO A T-ROAD
 JH0743'LEFT, TURN LEFT AND GO SOUTH FOR 0.85 MILE TO THE AZIMUTH
 JH0743'MARK ON THE LEFT AS DESCRIBED.  THENCE CONTINUE SOUTH FOR
 JH0743'0.15 MILE TO CROSSROADS, TURN LEFT AND GO EAST FOR 0.5 MILE
 JH0743'TO THE STATION ON THE RIGHT AS DESCRIBED.
 JH0743
 JH0743                          STATION RECOVERY (1971)
 JH0743
 JH0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 JH0743'THE STATION SURFACE MARK WAS DESTROYED BY FARM EQUIPMENT.
 JH0743'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1, AND THE
 JH0743'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JH0743'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND IN GOOD CONDITION
 JH0743'BUT THE MARK HAS BEEN RUN OVER BY FARM EQUIPMENT.  THE
 JH0743'DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK BY 0.13
 JH0743'FEET AND THE DIRECTION FAILED TO CHECK BY 3 MINUTES 49 SECONDS.
 JH0743'THE DISTANCE TO REFERENCE MARK NO. 2 FAILE TO CHECK BY 0.23
 JH0743'FEET AND THE DIRECTION FAILED TO CHECK BY 13 MINUTES 58
 JH0743'SECONDS.
 JH0743'
 JH0743'A NEW SURFACE MARK WAS SET VERTICALLY OVER THE UNDERGROUND
 JH0743'MARK.
 JH0743'
 JH0743'FOLLOWING IS A NEW DESCRIPTION.
 JH0743'
 JH0743'TO REACH THE STATION FROM THE FIRST STREET NORTH OF THE POST
 JH0743'OFFICE IN GOVE, GO WEST ON A GRAVELED ROAD FOR 2.7 MILES TO A
 JH0743'SIDE ROAD ON THE RIGHT.  CONTINUE WEST ON THE GRAVELED ROAD
 JH0743'FOR 2.9 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 JH0743'SOUTH ON A DIRT ROAD FOR 0.85 MILE TO THE AZIMUTH MARK ON
 JH0743'THE LEFT.  CONTINUE SOUTH ON THE DIRT ROAD FOR 0.15 MILE
 JH0743'TO A CROSSROAD.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR
 JH0743'0.5 MILE TO THE STATION ON THE RIGHT.
 JH0743'
 JH0743'STATION MARK, A STANDARD DISK STAMPED HACKBERRY 1950 1971, IS
 JH0743'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 15 INCHES
 JH0743'BELOW THE SURFACE OF THE GROUND.  IT IS 24 FEET SOUTH OF THE
 JH0743'CENTER OF AN EAST-WEST DIRT ROAD AND 19 FEET EAST OF THE
 JH0743'CENTER OF A FIELD ENTRANCE.  THE UNDERGROUND DISK IS STAMPED
 JH0743'HACKBERRY 1950, IS SET IN THE TOP OF AN IRREGULAR MASS OF
 JH0743'CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 JH0743'
 JH0743'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HACKBERRY NO.
 JH0743'1 1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JH0743'PROJECTS 1 INCH.  IT IS 24 FEET SOUTH OF THE CENTER OF ROAD.
 JH0743'
 JH0743'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HACKBERRY NO.
 JH0743'2 1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JH0743'PROJECTS 6 INCHES.  IT IS 15 FEET NORTH OF THE CENTER OF
 JH0743'THE ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.
 JH0743'
 JH0743'AZIMUTH MARK, A STANDARD DISK STAMPED HACKBERRY 1950, IS SET
 JH0743'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 JH0743'SURFACE OF THE GROUND.  IT IS 0.15 MILE NORTH OF A CROSSROAD,
 JH0743'30 FEET EAST OF THE CENTER OF A ROAD, AND 4.5 MILES EAST OF A
 JH0743'METAL WITNESS POST.
 JH0743'
 JH0743'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 JH0743'MILES WSW OF GOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0827 ***********************************************************************
 KF0827  DESIGNATION -  HADDAM
 KF0827  PID         -  KF0827
 KF0827  STATE/COUNTY-  KS/WASHINGTON
 KF0827  USGS QUAD   -  MAHASKA (1966)
 KF0827
 KF0827                         *CURRENT SURVEY CONTROL
 KF0827  ___________________________________________________________________
 KF0827* NAD 83(1997)-  39 53 29.71120(N)    097 18 47.63004(W)     ADJUSTED  
 KF0827* NAVD 88     -       456.     (meters)    1496.     (feet)  SCALED    
 KF0827  ___________________________________________________________________
 KF0827  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KF0827  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 KF0827
 KF0827  HORZ ORDER  -  FIRST
 KF0827
 KF0827.The horizontal coordinates were established by classical geodetic methods
 KF0827.and adjusted by the National Geodetic Survey in October 1998..
 KF0827
 KF0827.The orthometric height was scaled from a topographic map.
 KF0827
 KF0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0827
 KF0827.The geoid height was determined by GEOID03.
 KF0827
 KF0827;                    North         East     Units Scale Factor Converg.
 KF0827;SPC KS N     -   173,214.662   458,739.106   MT  1.00001936   +0 26 04.3
 KF0827;SPC NE       -    10,038.824   729,770.705   MT  1.00005073   +1 46 49.8
 KF0827;UTM  14      - 4,417,086.131   644,213.317   MT  0.99985604   +1 04 55.1
 KF0827
 KF0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0827!SPC KS N     -   0.99993267  x   1.00001936  =   0.99995202
 KF0827!SPC NE       -   0.99993267  x   1.00005073  =   0.99998339
 KF0827!UTM  14      -   0.99993267  x   0.99985604  =   0.99978872
 KF0827
 KF0827|---------------------------------------------------------------------|
 KF0827| PID    Reference Object                     Distance      Geod. Az  |
 KF0827|                                                           dddmmss.s |
 KF0827| CN8692 HADDAM RM 3                          33.016 METERS 00654     |
 KF0827| CN8690 HADDAM RM 1                          30.224 METERS 03228     |
 KF0827| CN8691 HADDAM RM 2                          36.923 METERS 15253     |
 KF0827| CN8689 HADDAM AZ MK                                       1601957.3 |
 KF0827| CN8693 HADDAM RM 4                          36.414 METERS 17333     |
 KF0827| KF0829 HADDAM MUNICIPAL TANK               APPROX. 3.9 KM 1750536.2 |
 KF0827| KF0832 CUBA MUNICIPAL TANK                 APPROX.15.6 KM 2304743.5 |
 KF0827| KF0918 MUNDEN MUNICIPAL TANK               APPROX.19.5 KM 2772719.2 |
 KF0827| KF0828 MAHASKA HIGH SCHOOL SPIRE           APPROX.11.3 KM 3433501.5 |
 KF0827|---------------------------------------------------------------------|
 KF0827
 KF0827                          SUPERSEDED SURVEY CONTROL
 KF0827
 KF0827  NAD 83(1997)-  39 53 29.71249(N)    097 18 47.62949(W) AD(       ) 1
 KF0827  NAD 83(1986)-  39 53 29.71669(N)    097 18 47.62911(W) AD(       ) 1
 KF0827  NAD 27      -  39 53 29.70200(N)    097 18 46.48800(W) AD(       ) 1
 KF0827
 KF0827.Superseded values are not recommended for survey control.
 KF0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0827.See file dsdata.txt to determine how the superseded data were derived.
 KF0827
 KF0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK4421317086(NAD 83)
 KF0827_MARKER: DS = TRIANGULATION STATION DISK
 KF0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF0827
 KF0827  HISTORY     - Date     Condition        Report By
 KF0827  HISTORY     - 1935     MONUMENTED       CGS
 KF0827  HISTORY     - 1950     GOOD             CGS
 KF0827  HISTORY     - 1962     GOOD             CGS
 KF0827  HISTORY     - 1965     GOOD             CGS
 KF0827
 KF0827                          STATION DESCRIPTION
 KF0827
 KF0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0827'STATION IS LOCATED ON A RIDGE ABOUT 2.5 MILES NORTH OF HADDAM,
 KF0827'6.5 MILES SOUTH AND 2 MILES EAST OF MAHASKA, IN THE SOUTHEAST
 KF0827'QUARTER SEC. 9, T. 2 S., R. 1 E.  MARK IS ON WEST SIDE OF
 KF0827'HIGHWAY, 15 FEET WEST OF NORTH-SOUTH FENCE LINE, 35 FEET WEST
 KF0827'OF CENTERLINE OF ROAD, AND IS ABOUT 12 INCHES BELOW SURFACE.
 KF0827'
 KF0827'TO REACH FROM HADDAM, GO WEST ON U.S. HIGHWAY 36 FOR 0.65
 KF0827'MILE, THEN TURN RIGHT AND GO NORTH FOR 2.3 MILES TO TOP OF RIDGE
 KF0827'AND STATION ON WEST SIDE OF ROAD.
 KF0827'
 KF0827'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION ALONG FENCE LINE,
 KF0827'30.245 METERS (99.23 FEET), ON EAST SIDE OF ROAD.
 KF0827'
 KF0827'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION ALONG FENCE LINE,
 KF0827'36.919 METERS (121.13 FEET), ON EAST SIDE OF ROAD.
 KF0827'
 KF0827'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE SOUTHEAST OF STATION
 KF0827'ALONG FENCE LINE ON SOUTH SIDE OF ROAD.  TO REACH FROM STATION,
 KF0827'GO SOUTH 0.35 MILE TO CROSSROADS, TURN LEFT AND GO 0.1 MILE TO
 KF0827'MARK ON SOUTH SIDE OF ROAD.
 KF0827'
 KF0827'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KF0827
 KF0827                          STATION RECOVERY (1950)
 KF0827
 KF0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0827'THE STATION, REFERENCE MARK NUMBER ONE, REFERENCE MARK NUMBER
 KF0827'TWO AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 KF0827'A DISCREPANCY WAS FOUND IN THE DIRECTIONS TO THE REFERENCE MARKS.
 KF0827'A NEW AND COMPLETE DESCRIPTION FOLLOWS-
 KF0827'
 KF0827'THE STATION IS LOCATED ON THE SUMMIT OF A LOW RIDGE ABOUT
 KF0827'2-1/2 MILES NORTH OF HADDAM AND IS ON LAND OWNED BY MR. LEROY
 KF0827'JONES.  IT IS SITUATED 32 FEET WEST OF NORTH-SOUTH ROAD AND 14
 KF0827'FEET WEST OF THE FENCE LINE.  IT IS STAMPED HADDAM 1935 AND
 KF0827'IS SET 14 INCHES BELOW THE SURFACE OF THE GROUND.
 KF0827'
 KF0827'REFERENCE MARK NO. 1 IS LOCATED 18 FEET EAST FROM THE CENTER OF
 KF0827'THE ROAD.  IT IS STAMPED HADDAM NO 1 1935 AND PROJECTS 3 INCHES
 KF0827'ABOVE THE SURFACE OF THE GROUND.
 KF0827'
 KF0827'REFERENCE MARK NO. 2 IS LOCATED 18 FEET EAST FROM THE CENTER
 KF0827'OF THE ROAD AND 5 FEET SOUTH OF A TELEPHONE POLE.  IT IS STAMPED
 KF0827'HADDAM NO 2 1935 AND PROJECTS 3 INCHES ABOVE THE SURFACE OF
 KF0827'THE GROUND.
 KF0827'
 KF0827'THE AZIMUTH MARK IS LOCATED 25 FEET SOUTH FROM THE CENTER OF
 KF0827'AN EAST-WEST ROAD AND 2 FEET NORTH OF THE FENCE LINE.  IT IS
 KF0827'STAMPED HADDAM 1935 AND PROJECTS 4 INCHES ABOVE THE SURFACE
 KF0827'OF THE GROUND.
 KF0827'
 KF0827'TO REACH THE STATION FROM THE POST OFFICE IN HADDAM, GO WEST
 KF0827'ON A GRAVELED ROAD, THIS IS THE OLD U.S. HIGHWAY 36, FOR 0.65
 KF0827'MILE TO A T-ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH FOR 2.0
 KF0827'MILES TO A T-ROAD ON THE RIGHT, (THE AZIMUTH MARK IS REACHED
 KF0827'FROM THIS POINT BY TURNING RIGHT AND GOING EAST FOR 0.1 MILE
 KF0827'TO THE MARK ON THE RIGHT AS DESCRIBED,) CONTINUE NORTH FOR
 KF0827'0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 KF0827
 KF0827                          STATION RECOVERY (1962)
 KF0827
 KF0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KF0827'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF0827'FOUND IN GOOD CONDITION, EXCEPT BOTH REFERENCE MARKS HAD BEEN
 KF0827'HIT BY ROAD MACHINERY AND WERE TILTED.  THE RMS WERE REMOVED
 KF0827'FROM THE EAST SIDE OF THE ROAD AND REFERENCE MARKS NO 3 AND NO 4
 KF0827'WERE ESTABLISHED ON THE WEST SIDE OF THE ROAD.  A COMPLETE
 KF0827'DESCRIPTION FOLLOWS.
 KF0827'
 KF0827'STATION IS LOCATED ABOUT 2 AND 1/2 MILES NORTH OF THE TOWN OF
 KF0827'HADDAM ON THE WEST SIDE OF A GRADED ROAD ON PROPERTY OWNED
 KF0827'AND OCCUPIED BY MR. JEWELL BURTON ON THE EAST SIDE OF SE. 9,
 KF0827'T 2 S., R 1 E, 121 FEET NORTH OF A POWER POLE, 110 FEET SOUTH OF
 KF0827'A POWER POLE, 36 FEET WEST OF THE CENTER OF GRADED ROAD, 13 FEET
 KF0827'WEST OF A LINE BETWEEN THE REFERENCE MARKS, AND 11 FEET WEST
 KF0827'OF A LINE BETWEEN THE POWER POLES.  THE SURFACE MARK IS 12
 KF0827'INCHES BELOW THE SURFACED OF THE CULTIVATED FIELD AND THE DISK
 KF0827'IS STAMPED HADDAM 1935.
 KF0827'
 KF0827'TO REACH THE STATION FROM THE POST OFFICE IN HADDAM, GO WEST
 KF0827'ON A GRAVEL ROAD, THIS IS OLD U.S. HIGHWAY 36, FOR 0.65 MILE TO
 KF0827'A T-ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 2.0 MILES TO A
 KF0827'T-ROAD, TO THE RIGHT.  CONTINUE NORTH FOR 0.35 MILE TO THE
 KF0827'STATION ON THE LEFT OR WEST SIDE OF THE GRADED ROAD AS DESCRIBED.
 KF0827'
 KF0827'REFERENCE MARK NO. 3 IS 23 FEET WEST OF THE CENTER OF GRADED
 KF0827'ROAD, AND 2 FEET SOUTHEAST OF THE 3RD POWER POLE SOUTH OF JEWELL
 KF0827'BURTONS FARM BUILDINGS AND HOUSE.  THE MARK PROJECTS 6 INCHES
 KF0827'AND THE DISK IS STAMPED HADDAM NO 3 1935.
 KF0827'
 KF0827'REFERENCE MARK NO. 4 IS 23 FEET WEST OF THE CENTER OF GRADED ROAD,
 KF0827'AND 2 FEET NORTHEAST OF POWER POLE.  THE MARK PROJECTS 6 INCHES
 KF0827'AND THE DISK IS STAMPED HADDAM NO 4 1935.
 KF0827'
 KF0827'THE AZIMUTH MARK 0.4 MILE SOUTH-SOUTHEAST OF THE STATION, 132
 KF0827'FEET EAST OF THE 2ND POWER POLE EAST OF T-ROAD INTERSECTION,
 KF0827'25 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, AND 2 FEET
 KF0827'NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 KF0827'STAMPED HADDAM 1935.
 KF0827'
 KF0827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRADED
 KF0827'ROAD FOR 0.35 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO EAST FOR
 KF0827'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KF0827'
 KF0827'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF0827
 KF0827                          STATION RECOVERY (1965)
 KF0827
 KF0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0827'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 KF0827'AS DESCRIBED IN THE 1962 RECOVERY DESCRIPTION AND FOUND TO BE IN
 KF0827'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0829 ***********************************************************************
 KF0829  DESIGNATION -  HADDAM MUNICIPAL TANK
 KF0829  PID         -  KF0829
 KF0829  STATE/COUNTY-  KS/WASHINGTON
 KF0829  USGS QUAD   -  HADDAM (1966)
 KF0829
 KF0829                         *CURRENT SURVEY CONTROL
 KF0829  ___________________________________________________________________
 KF0829* NAD 83(1997)-  39 51 24.30496(N)    097 18 33.66124(W)     ADJUSTED  
 KF0829* NAVD 88     -                                                        
 KF0829  ___________________________________________________________________
 KF0829  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 KF0829  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 KF0829
 KF0829  HORZ ORDER  -  THIRD
 KF0829
 KF0829.The horizontal coordinates were established by classical geodetic methods
 KF0829.and adjusted by the National Geodetic Survey in October 1998..
 KF0829
 KF0829
 KF0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0829
 KF0829.The geoid height was determined by GEOID03.
 KF0829
 KF0829;                    North         East     Units Scale Factor Converg.
 KF0829;SPC KS N     -   169,349.421   459,100.472   MT  1.00001274   +0 26 13.1
 KF0829;SPC NE       -     6,182.973   730,222.788   MT  1.00006777   +1 46 59.1
 KF0829;UTM  14      - 4,413,225.833   644,618.247   MT  0.99985748   +1 05 01.2
 KF0829
 KF0829                          SUPERSEDED SURVEY CONTROL
 KF0829
 KF0829  NAD 83(1997)-  39 51 24.30658(N)    097 18 33.66072(W) AD(       ) 4
 KF0829  NAD 83(1986)-  39 51 24.31043(N)    097 18 33.66014(W) AD(       ) 4
 KF0829  NAD 27      -  39 51 24.29200(N)    097 18 32.51900(W) AD(       ) 3
 KF0829
 KF0829.Superseded values are not recommended for survey control.
 KF0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0829.See file dsdata.txt to determine how the superseded data were derived.
 KF0829
 KF0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK4461813226(NAD 83)
 KF0829_MARKER: 53 = ELEVATED TANK
 KF0829
 KF0829  HISTORY     - Date     Condition        Report By
 KF0829  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0829  HISTORY     - 1965     GOOD             CGS
 KF0829
 KF0829                          STATION DESCRIPTION
 KF0829
 KF0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0829'THE STATION IS LOCATED IN THE WEST EDGE OF HADDAM ON A HILL
 KF0829'OVERLOOKING THE TOWN FROM THE WEST, 100 FEET WEST OF NORTH-SOUTH
 KF0829'ROAD AND 70 FEET SOUTH OF EAST-WEST ROAD.  IT IS A 4 LEGGED
 KF0829'STEEL STRUCTURE SUPPORTING THE TANK PROPER WITH AN OVERALL
 KF0829'HEIGHT OF 105 FEET.  THE TANK HAS HADDAM ON THE EAST AND
 KF0829'WEST SIDES.  THE POINT OBSERVED UPON WAS A BALL AT THE APEX
 KF0829'OF THE TANK.
 KF0829
 KF0829                          STATION RECOVERY (1965)
 KF0829
 KF0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0829'THIS INTERSECTION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0884 ***********************************************************************
 HH0884  DESIGNATION -  HAGGARD ENSIGN COOP W ELEV
 HH0884  PID         -  HH0884
 HH0884  STATE/COUNTY-  KS/GRAY
 HH0884  USGS QUAD   -  HAGGARD (1969)
 HH0884
 HH0884                         *CURRENT SURVEY CONTROL
 HH0884  ___________________________________________________________________
 HH0884* NAD 83(1997)-  37 38 03.09179(N)    100 19 11.03055(W)     ADJUSTED  
 HH0884* NAVD 88     -                                                        
 HH0884  ___________________________________________________________________
 HH0884  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HH0884  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 HH0884
 HH0884  HORZ ORDER  -  THIRD
 HH0884
 HH0884.The horizontal coordinates were established by classical geodetic methods
 HH0884.and adjusted by the National Geodetic Survey in October 1998..
 HH0884
 HH0884
 HH0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0884
 HH0884.The geoid height was determined by GEOID03.
 HH0884
 HH0884;                    North         East     Units Scale Factor Converg.
 HH0884;SPC KS S     -   508,947.712   239,396.441   MT  0.99994809   -1 07 05.8
 HH0884;UTM  14      - 4,166,048.110   383,555.335   MT  0.99976701   -0 48 21.4
 HH0884
 HH0884                          SUPERSEDED SURVEY CONTROL
 HH0884
 HH0884  NAD 83(1997)-  37 38 03.09917(N)    100 19 11.02970(W) AD(       ) 4
 HH0884  NAD 83(1986)-  37 38 03.09339(N)    100 19 11.03095(W) AD(       ) 4
 HH0884  NAD 27      -  37 38 03.01509(N)    100 19 09.51343(W) AD(       ) 3
 HH0884
 HH0884.Superseded values are not recommended for survey control.
 HH0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0884.See file dsdata.txt to determine how the superseded data were derived.
 HH0884
 HH0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG8355566048(NAD 83)
 HH0884_MARKER: 65 = GRAIN ELEVATOR
 HH0884
 HH0884  HISTORY     - Date     Condition        Report By
 HH0884  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0884
 HH0884                          STATION DESCRIPTION
 HH0884
 HH0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0884'THE STATION IS THE VENTILATOR ATOP THE HEAD HOUSE ON THE LARGER ONE
 HH0884'OF TWO ELEVATORS SITTING END TO END IN THE TOWN OF HAGGARD.  BOTH
 HH0884'ELEVATORS ARE WHITE COLORED, THE WEST ONE IS LARGER, BEING 2 TANKS
 HH0884'WIDE AND SIX TANKS LONG WITH THE HEAD HOUSE AND THE STATION
 HH0884'SITTING ON THE NORTHEASTERN TWO TANKS.  THE ELEVATORS ARE OWNED BY
 HH0884'THE ENSIGN CO-OP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0885 ***********************************************************************
 HH0885  DESIGNATION -  HAGGARD TV STA KTVC MAST
 HH0885  PID         -  HH0885
 HH0885  STATE/COUNTY-  KS/GRAY
 HH0885  USGS QUAD   -  HAGGARD (1969)
 HH0885
 HH0885                         *CURRENT SURVEY CONTROL
 HH0885  ___________________________________________________________________
 HH0885* NAD 83(1997)-  37 38 28.29955(N)    100 20 40.83112(W)     ADJUSTED  
 HH0885* NAVD 88     -                                                        
 HH0885  ___________________________________________________________________
 HH0885  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HH0885  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 HH0885
 HH0885  HORZ ORDER  -  THIRD
 HH0885
 HH0885.The horizontal coordinates were established by classical geodetic methods
 HH0885.and adjusted by the National Geodetic Survey in October 1998..
 HH0885
 HH0885
 HH0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0885
 HH0885.The geoid height was determined by GEOID03.
 HH0885
 HH0885;                    North         East     Units Scale Factor Converg.
 HH0885;SPC KS S     -   509,767.949   237,210.571   MT  0.99994749   -1 08 01.0
 HH0885;UTM  14      - 4,166,856.276   381,365.415   MT  0.99977336   -0 49 16.7
 HH0885
 HH0885                          SUPERSEDED SURVEY CONTROL
 HH0885
 HH0885  NAD 83(1997)-  37 38 28.30682(N)    100 20 40.83006(W) AD(       ) 4
 HH0885  NAD 83(1986)-  37 38 28.30136(N)    100 20 40.83153(W) AD(       ) 4
 HH0885  NAD 27      -  37 38 28.22231(N)    100 20 39.30964(W) AD(       ) 3
 HH0885
 HH0885.Superseded values are not recommended for survey control.
 HH0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0885.See file dsdata.txt to determine how the superseded data were derived.
 HH0885
 HH0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG8136566856(NAD 83)
 HH0885_MARKER: 42 = RADIO/TV MAST
 HH0885
 HH0885  HISTORY     - Date     Condition        Report By
 HH0885  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0885
 HH0885                          STATION DESCRIPTION
 HH0885
 HH0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0885'THE STATION IS THE TOP CENTER OF THE 686-FOOT HIGH, RED AND WHITE
 HH0885'TELEVISION MAST WHICH IS ONE MILE NORTH OF U. S. HIGHWAY 56 AND 0.1
 HH0885'MILE WEST OF STATE HIGHWAY 23.  THE MAST BELONGS TO KTVC CHANNEL 6,
 HH0885'ENSIGN, KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0581 ***********************************************************************
 JH0581  DESIGNATION -  HAHN
 JH0581  PID         -  JH0581
 JH0581  STATE/COUNTY-  KS/HAMILTON
 JH0581  USGS QUAD   -  PLUM CREEK NORTH (1966)
 JH0581
 JH0581                         *CURRENT SURVEY CONTROL
 JH0581  ___________________________________________________________________
 JH0581* NAD 83(1997)-  38 09 45.54479(N)    101 52 18.66805(W)     ADJUSTED  
 JH0581* NAVD 88     -      1125.76   (+/-2cm)    3693.4    (feet)  VERTCON   
 JH0581  ___________________________________________________________________
 JH0581  X           -  -1,033,176.275 (meters)                     COMP
 JH0581  Y           -  -4,914,737.833 (meters)                     COMP
 JH0581  Z           -   3,920,336.247 (meters)                     COMP
 JH0581  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JH0581  ELLIP HEIGHT-        1102.69  (meters)          (10/02/98) GPS OBS
 JH0581  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 JH0581
 JH0581  HORZ ORDER  -  FIRST
 JH0581  VERT ORDER  -  THIRD ? (See Below)
 JH0581  ELLP ORDER  -  FOURTH    CLASS I
 JH0581
 JH0581.The horizontal coordinates were established by classical geodetic methods
 JH0581.and adjusted by the National Geodetic Survey in October 1998..
 JH0581
 JH0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0581.The vertical order pertains to the NGVD 29 superseded value.
 JH0581
 JH0581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JH0581
 JH0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0581
 JH0581.The ellipsoidal height was determined by GPS observations
 JH0581.and is referenced to NAD 83.
 JH0581
 JH0581.The geoid height was determined by GEOID03.
 JH0581
 JH0581;                    North         East     Units Scale Factor Converg.
 JH0581;SPC KS S     -   571,375.450   104,577.882   MT  0.99994503   -2 04 19.6
 JH0581;UTM  14      - 4,227,759.888   248,391.816   MT  1.00037975   -1 46 31.6
 JH0581
 JH0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0581!SPC KS S     -   0.99982701  x   0.99994503  =   0.99977204
 JH0581!UTM  14      -   0.99982701  x   1.00037975  =   1.00020669
 JH0581
 JH0581:                Primary Azimuth Mark                     Grid Az
 JH0581:SPC KS S     -  SYRACUSE MUNICIPAL TANK                  155 18 42.6
 JH0581:UTM  14      -  SYRACUSE MUNICIPAL TANK                  155 00 54.6
 JH0581
 JH0581|---------------------------------------------------------------------|
 JH0581| PID    Reference Object                     Distance      Geod. Az  |
 JH0581|                                                           dddmmss.s |
 JH0581| HH0846 SYRACUSE MUNICIPAL TANK             APPROX.22.8 KM 1531423.0 |
 JH0581| CM8246 HAHN RM 1                            36.256 METERS 17921     |
 JH0581| CM8247 HAHN RM 2                            26.929 METERS 27222     |
 JH0581| CM8245 HAHN AZ MK                                         3595337.5 |
 JH0581|---------------------------------------------------------------------|
 JH0581
 JH0581                          SUPERSEDED SURVEY CONTROL
 JH0581
 JH0581  NAD 83(1997)-  38 09 45.54587(N)    101 52 18.66799(W) AD(       ) 1
 JH0581  NAD 83(1997)-  38 09 45.54605(N)    101 52 18.66736(W) AD(       ) 1
 JH0581  NAD 83(1986)-  38 09 45.54721(N)    101 52 18.66385(W) AD(       ) 1
 JH0581  NAD 27      -  38 09 45.49340(N)    101 52 17.04124(W) AD(       ) 1
 JH0581  NGVD 29 (07/19/86) 1125.31   (m)         3692.0    (f) LEVELING    3  
 JH0581
 JH0581.Superseded values are not recommended for survey control.
 JH0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0581.See file dsdata.txt to determine how the superseded data were derived.
 JH0581
 JH0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH4839227760(NAD 83)
 JH0581_MARKER: DS = TRIANGULATION STATION DISK
 JH0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0581_SP_SET: CONCRETE POST
 JH0581_STAMPING: HAHN 1934
 JH0581_MARK LOGO: CGS   
 JH0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 JH0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0581+STABILITY: SURFACE MOTION
 JH0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0581+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1991
 JH0581
 JH0581  HISTORY     - Date     Condition        Report By
 JH0581  HISTORY     - 1934     MONUMENTED       CGS
 JH0581  HISTORY     - 1934     GOOD             CGS
 JH0581  HISTORY     - 1965     GOOD             USGS
 JH0581  HISTORY     - 19910408 GOOD             NGS
 JH0581
 JH0581                          STATION DESCRIPTION
 JH0581
 JH0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JH0581'THE STATION IS LOCATED ABOUT 11 MILES N OF MEDWAY, IN SEC. 6,
 JH0581'T 22 S, R 41 W.  IT IS ON LAND OWNED BY HENRIETTA HAHN WHOSE
 JH0581'SISTER, KATIE LEWIS, LIVES IN THE RANCH HOUSE 0.6 MILE DUE N OF
 JH0581'THE STATION.
 JH0581'
 JH0581'THE STATION MARK PROJECTS 8 INCHES AND IS 13 FEET E OF THE
 JH0581'RIGHT-OF-WAY FENCE ON THE E SIDE OF A N AND S GRADED
 JH0581'TOWNSHIP-LINE ROAD.
 JH0581'
 JH0581'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JH0581'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 JH0581'
 JH0581'REFERENCE MARK NO. 1 PROJECTS 8 INCHES AND IS S OF THE STATION.
 JH0581'IT IS 15.5 FEET E OF THE ABOVE RIGHT-OF-WAY FENCE.
 JH0581'
 JH0581'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS W OF THE
 JH0581'STATION.  IT IS 14 FEET W OF THE RIGHT-OF-WAY FENCE ON THE
 JH0581'W SIDE OF THE ABOVE MENTIONED ROAD.
 JH0581'
 JH0581'AZIMUTH MARK PROJECTS 4 INCHES AND IS N OF THE STATION.  IT
 JH0581'IS 8 FEET E OF THE RIGHT-OF-WAY FENCE ON THE E SIDE OF THE
 JH0581'ABOVE MENTIONED ROAD.
 JH0581'
 JH0581'TO REACH THE STATION FROM MEDWAY, A SMALL TOWN ON U.S. HIGHWAY
 JH0581'50, AND THE ATKINSON TOPEKA AND SANTA FE RAILROAD, GO E ON
 JH0581'U.S. HIGHWAY 50 0.6 MILE TO A GRADED ROAD ON THE LEFT.  HERE
 JH0581'LEAVE U.S. HIGHWAY 50, TURN LEFT, AND GO N ON GRADED ROAD 5.2
 JH0581'MILES TO THE RUINS OF A STONE HOUSE ON THE W SIDE OF THE ROAD.
 JH0581'CONTINUE N ON GRADED ROAD 5.0 MILES TO THE STATION ON THE E
 JH0581'SIDE OF THE ROAD.
 JH0581'
 JH0581'A 30-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 JH0581
 JH0581                          STATION RECOVERY (1934)
 JH0581
 JH0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JH0581'RECOVERED IN GOOD CONDITION.
 JH0581
 JH0581                          STATION RECOVERY (1965)
 JH0581
 JH0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JH0581'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JH0581
 JH0581                          STATION RECOVERY (1991)
 JH0581
 JH0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JH0581'THE STATION IS LOCATED ABOUT 36 MI (57.9 KM) SOUTHWEST OF LEOTI, ABOUT
 JH0581'23 MI (37.0 KM) SOUTH OF TRIBUNE, ABOUT 13 MI (20.9 KM) NORTHWEST OF
 JH0581'SYRACUSE. OWNERSHIP-HAMILTON COUNTY.
 JH0581'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JH0581'ROUTE 27 SOUTH IN SYRACUSE, GO WEST ON U.S. HIGHWAY 50 AND STATE
 JH0581'ROUTE 27 FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF STATE ROUTE 27 NORTH.
 JH0581'CONTINUE WEST ON U.S. HIGHWAY 50 FOR 6.4 MI (10.3 KM) TO THE JUNCTION
 JH0581'OF A GRAVEL SECTION LINE ROAD (RD J).  TURN RIGHT, NORTH, ON RD J FOR
 JH0581'8.3 MI (13.4 KM) TO JUNCTION OF A SECTION LINE ROAD (RD 10). CONTINUE
 JH0581'NORTH ON RD J FOR 2.15 MI (3.46 KM) TO THE STATION ON THE RIGHT.
 JH0581'STATION IS 44.0 FT (13.4 M) EAST OF CENTER OF RD J, 1.0 FT (0.3 M)
 JH0581'WEST OF 4-INCH WOODEN POST, AND 1.0 FT (0.3 M) EAST OF FIBERGLASS
 JH0581'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0791 ***********************************************************************
 KH0791  DESIGNATION -  HALFORD
 KH0791  PID         -  KH0791
 KH0791  STATE/COUNTY-  KS/THOMAS
 KH0791  USGS QUAD   -  HALFORD (1979)
 KH0791
 KH0791                         *CURRENT SURVEY CONTROL
 KH0791  ___________________________________________________________________
 KH0791* NAD 83(1997)-  39 22 29.42811(N)    100 52 09.08243(W)     ADJUSTED  
 KH0791* NAVD 88     -       930.     (meters)    3051.     (feet)  SCALED    
 KH0791  ___________________________________________________________________
 KH0791  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 KH0791  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 KH0791
 KH0791  HORZ ORDER  -  SECOND
 KH0791
 KH0791.The horizontal coordinates were established by classical geodetic methods
 KH0791.and adjusted by the National Geodetic Survey in October 1998..
 KH0791
 KH0791.The orthometric height was scaled from a topographic map.
 KH0791
 KH0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0791
 KH0791.The geoid height was determined by GEOID03.
 KH0791
 KH0791;                    North         East     Units Scale Factor Converg.
 KH0791;SPC KS N     -   119,536.124   152,820.620   MT  0.99995919   -1 48 55.4
 KH0791;UTM  14      - 4,360,040.856   338,995.436   MT  0.99991917   -1 11 09.8
 KH0791
 KH0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0791!SPC KS N     -   0.99985792  x   0.99995919  =   0.99981712
 KH0791!UTM  14      -   0.99985792  x   0.99991917  =   0.99977710
 KH0791
 KH0791:                Primary Azimuth Mark                     Grid Az
 KH0791:SPC KS N     -  HALFORD AZ MK                            114 09 43.1
 KH0791:UTM  14      -  HALFORD AZ MK                            113 31 57.5
 KH0791
 KH0791|---------------------------------------------------------------------|
 KH0791| PID    Reference Object                     Distance      Geod. Az  |
 KH0791|                                                           dddmmss.s |
 KH0791| CN8694 HALFORD AZ MK                                      1122047.7 |
 KH0791| CN8695 HALFORD RM 1                         13.451 METERS 17625     |
 KH0791| CN8696 HALFORD RM 2                         13.712 METERS 25530     |
 KH0791|---------------------------------------------------------------------|
 KH0791
 KH0791                          SUPERSEDED SURVEY CONTROL
 KH0791
 KH0791  NAD 83(1986)-  39 22 29.43099(N)    100 52 09.08468(W) AD(       ) 2
 KH0791  NAD 27      -  39 22 29.41900(N)    100 52 07.54400(W) AD(       ) 2
 KH0791
 KH0791.Superseded values are not recommended for survey control.
 KH0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0791.See file dsdata.txt to determine how the superseded data were derived.
 KH0791
 KH0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3899560041(NAD 83)
 KH0791_MARKER: DS = TRIANGULATION STATION DISK
 KH0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0791
 KH0791  HISTORY     - Date     Condition        Report By
 KH0791  HISTORY     - 1951     MONUMENTED       CGS
 KH0791  HISTORY     - 1959     GOOD             CGS
 KH0791
 KH0791                          STATION DESCRIPTION
 KH0791
 KH0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0791'THE STATION IS LOCATED ABOUT 9.5 MILES EAST-SOUTHEAST OF COLBY,
 KH0791'8.0 MILES WEST OF MENLO AND AT THE NORTH EDGE OF THE SMALL
 KH0791'COMMUNITY OF HALFORD.  IT IS IN A TRIANGLE FORMED BY THE JUNCTION
 KH0791'OF U.S. HIGHWAY NO. 24 AND U.S. HIGHWAY NO.S 83 AND 383.
 KH0791'IT IS 264.0 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 KH0791'A SCHOOL, 195.0 FEET EAST OF THE CENTER OF U.S. HIGHWAYS
 KH0791'NO. 83 AND 383, 55.0 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 KH0791'NO. 24 AND 12.0 FEET NORTH OF THE NORTHEAST CORNER OF THE
 KH0791'SCHOOL YARD FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 KH0791'GROUND AND IS STAMPED HALFORD 1951.
 KH0791'
 KH0791'REFERENCE MARK NO. 1 IS 76.0 FEET WEST OF THE CENTER OF
 KH0791'U.S. HIGHWAY NO. 24, 32.0 FEET SOUTH OF THE NORTHEAST CORNER
 KH0791'OF THE SCHOOL YARD FENCE AND DIRECTLY IN THE NORTH-SOUTH
 KH0791'FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 KH0791'STAMPED HALFORD NO 1 1951.
 KH0791'
 KH0791'REFERENCE MARK NO. 2 IS 46.0 FEET WEST OF THE NORTHEAST CORNER
 KH0791'OF THE SCHOOL YARD FENCE AND DIRECTLY IN AND EAST-WEST FENCE.
 KH0791'IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 KH0791'HALFORD NO 2 1951.
 KH0791'
 KH0791'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0791'NO. 2 IS 56.75 FEET.
 KH0791'
 KH0791'THE AZIMUTH MARK IS 49.0 FEET NORTH OF THE NORTH RAIL OF A
 KH0791'RAILROAD TRACK, 32.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 KH0791'NO. 24 AND 11.0 FEET WEST OF A TELEGRAPH POLE.  IT PROJECTS
 KH0791'8 INCHES AND IS STAMPED HALFORD 1951.
 KH0791'
 KH0791'TO REACH THE STATION FROM THE POST OFFICE IN HALFORD, GO NORTH
 KH0791'ON U.S. HIGHWAYS NO. 83 AND 383 FOR 0.2 MILE TO A SCHOOL
 KH0791'ON THE RIGHT AND THE STATION NEAR THE NORTHEAST CORNER OF THE
 KH0791'SCHOOL YARD AS DESCRIBED.
 KH0791'
 KH0791'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEASTERLY
 KH0791'AND EAST ON U.S. HIGHWAY NO. 24 FOR 0.6 MILE AND THE MARK
 KH0791'ON THE RIGHT AS DESCRIBED.
 KH0791
 KH0791                          STATION RECOVERY (1959)
 KH0791
 KH0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KH0791'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KH0791'IN GOOD CONDITION.  U.S. HIGHWAY 24 WHICH IS USED FOR REFERENCE
 KH0791'IN THE DESCRIPTION SHOULD BE CONSIDERED AS OLD U.S. HIGHWAY
 KH0791'24 AS THE NEW U.S. HIGHWAY 24 WAS REROUTED ABOUT A MILE NORTH
 KH0791'OF THE STATION.  A NEW WITNESS SIGN POST WAS SET 1 FOOT NORTH
 KH0791'OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0879 ***********************************************************************
 HH0879  DESIGNATION -  HALL
 HH0879  PID         -  HH0879
 HH0879  STATE/COUNTY-  KS/GRAY
 HH0879  USGS QUAD   -  ENSIGN SW (1969)
 HH0879
 HH0879                         *CURRENT SURVEY CONTROL
 HH0879  ___________________________________________________________________
 HH0879* NAD 83(1997)-  37 30 42.07623(N)    100 13 59.18539(W)     ADJUSTED  
 HH0879* NAVD 88     -       800.     (meters)    2625.     (feet)  SCALED    
 HH0879  ___________________________________________________________________
 HH0879  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 HH0879  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 HH0879
 HH0879  HORZ ORDER  -  FIRST
 HH0879
 HH0879.The horizontal coordinates were established by classical geodetic methods
 HH0879.and adjusted by the National Geodetic Survey in October 1998..
 HH0879
 HH0879.The orthometric height was scaled from a topographic map.
 HH0879
 HH0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0879
 HH0879.The geoid height was determined by GEOID03.
 HH0879
 HH0879;                    North         East     Units Scale Factor Converg.
 HH0879;SPC KS S     -   495,208.461   246,787.949   MT  0.99996087   -1 03 54.2
 HH0879;UTM  14      - 4,152,352.181   391,020.371   MT  0.99974629   -0 45 03.4
 HH0879
 HH0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0879!SPC KS S     -   0.99987857  x   0.99996087  =   0.99983944
 HH0879!UTM  14      -   0.99987857  x   0.99974629  =   0.99962489
 HH0879
 HH0879|---------------------------------------------------------------------|
 HH0879| PID    Reference Object                     Distance      Geod. Az  |
 HH0879|                                                           dddmmss.s |
 HH0879| CK9790 HALL RM 1                            36.922 METERS 00800     |
 HH0879| HH0877 MINNEOLA PAN EAST CO MICROWAVE      APPROX.19.3 KM 0824751.4 |
 HH0879| HH0906 MINNEOLA MUN WATER TANK             APPROX.20.9 KM 1105407.6 |
 HH0879| HH0908 FOWLER MICH WISC PIPELINE MAST      APPROX.16.3 KM 1444044.5 |
 HH0879| HH0910 FOWLER MUN TANK                     APPROX.14.2 KM 1661735.2 |
 HH0879| CK9789 HALL AZ MK                                         1811523.4 |
 HH0879| CK9791 HALL RM 2                            46.667 METERS 30552     |
 HH0879| HH0885 HAGGARD TV STA KTVC MAST            APPROX.17.4 KM 3253550.5 |
 HH0879| HH0884 HAGGARD ENSIGN COOP W ELEV          APPROX.15.6 KM 3303918.6 |
 HH0879| HH0881 ENSIGN RAD STA KAY 75 MAST          APPROX.15.1 KM 3593554.9 |
 HH0879|---------------------------------------------------------------------|
 HH0879
 HH0879                          SUPERSEDED SURVEY CONTROL
 HH0879
 HH0879  NAD 83(1997)-  37 30 42.08396(N)    100 13 59.18501(W) AD(       ) 1
 HH0879  NAD 83(1986)-  37 30 42.07670(N)    100 13 59.18677(W) AD(       ) 1
 HH0879  NAD 27      -  37 30 41.99575(N)    100 13 57.67494(W) AD(       ) 1
 HH0879
 HH0879.Superseded values are not recommended for survey control.
 HH0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0879.See file dsdata.txt to determine how the superseded data were derived.
 HH0879
 HH0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG9102052352(NAD 83)
 HH0879_MARKER: DS = TRIANGULATION STATION DISK
 HH0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0879
 HH0879  HISTORY     - Date     Condition        Report By
 HH0879  HISTORY     - 1961     MONUMENTED       CGS
 HH0879  HISTORY     - 1970     GOOD             NGS
 HH0879
 HH0879                          STATION DESCRIPTION
 HH0879
 HH0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0879'THE STATION IS APPROXIMATELY 9-1/2 MILES SOUTH OF ENSIGN, 9-1/2 MILES
 HH0879'NORTH OF FOWLER, IN THE NORTHWEST QUARTER OF SECTION 24, T 29 S, R
 HH0879'27 W, AND ON PROPERTY OWNED BY MR. MINNENHALL.
 HH0879'
 HH0879'TO REACH THE STATION FROM THE POST OFFICE IN ENSIGN, GO SOUTH ON A
 HH0879'GRAVELED ROAD FOR 7.3 MILES TO A CROSSROAD.  CONTINUE SOUTH ON THE
 HH0879'GRAVELED ROAD FOR 2.45 MILES TO A DRIVEWAY AND A FARM HOUSE ON THE
 HH0879'LEFT.  TURN LEFT, EAST, ON THE DRIVEWAY FOR 0.05 MILE TO THE
 HH0879'STATION ON THE RIGHT.
 HH0879'
 HH0879'STATION MARKS ARE STANDARD DISKS STAMPED HALL 1961.  THE SURFACE DISK
 HH0879'IS SET IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE
 HH0879'OF THE GROUND.  IT IS 165 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 HH0879'A BARN, 154.5 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 123
 HH0879'FEET SOUTH OF THE SOUTHEAST CORNER OF A GARAGE, 93 FEET SOUTH OF
 HH0879'A POWER POLE WITH A METER ON THE SOUTH SIDE AND 23 FEET NORTH OF
 HH0879'A METAL WITNESS POST AND FENCE.  THE UNDERGROUND DISK IS SET IN AN
 HH0879'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 HH0879'GROUND.
 HH0879'
 HH0879'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HALL NO 1 1961, IS SET
 HH0879'IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE OF THE
 HH0879'GROUND.  IT IS 2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 HH0879'GARAGE.
 HH0879'
 HH0879'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HALL NO 2 1961, IS SET
 HH0879'IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE OF THE
 HH0879'GROUND.  IT IS 57.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HH0879'HOUSE, 1 FOOT SOUTH OF A FENCE AND 1 FOOT EAST OF THE POWER POLE
 HH0879'WITH A TRANSFORMER.
 HH0879'
 HH0879'AZIMUTH MARK, A STANDARD DISK STAMPED HALL 1961, IS SET IN A SQUARE
 HH0879'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 35.5 FEET SOUTH OF THE
 HH0879'CENTER OF A DIRT ROAD, 2 FEET WEST OF A POWER POLE AND 1.9 FEET
 HH0879'EAST OF A METAL WITNESS POST.
 HH0879'
 HH0879'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 HH0879'ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN LEFT, EAST, ON A DIRT ROAD
 HH0879'FOR 0.05 MILE TO A POWER POLE AND THE AZIMUTH MARK ON THE RIGHT.
 HH0879'
 HH0879'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HH0879'
 HH0879'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0879
 HH0879                          STATION RECOVERY (1970)
 HH0879
 HH0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0879'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO TREES ON
 HH0879'LINE.
 HH0879'
 HH0879'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HH0879'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE 1961
 HH0879'DESCRIPTION IS ADEQUATE FOR REACHING THE STATION.  THE 1970
 HH0879'OBSERVATIONS FOLLOW.
 HH0879'
 HH0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES SOUTH
 HH0879'OF ENSIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1098 ***********************************************************************
 HE1098  DESIGNATION -  HALLOWELL
 HE1098  PID         -  HE1098
 HE1098  STATE/COUNTY-  KS/CHEROKEE
 HE1098  USGS QUAD   -  HALLOWELL (1974)
 HE1098
 HE1098                         *CURRENT SURVEY CONTROL
 HE1098  ___________________________________________________________________
 HE1098* NAD 83(1997)-  37 10 44.23955(N)    094 59 44.03886(W)     ADJUSTED  
 HE1098* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 HE1098  ___________________________________________________________________
 HE1098  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 HE1098  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 HE1098
 HE1098  HORZ ORDER  -  SECOND
 HE1098
 HE1098.The horizontal coordinates were established by classical geodetic methods
 HE1098.and adjusted by the National Geodetic Survey in October 1998..
 HE1098
 HE1098.The orthometric height was scaled from a topographic map.
 HE1098
 HE1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1098
 HE1098.The geoid height was determined by GEOID03.
 HE1098
 HE1098;                    North         East     Units Scale Factor Converg.
 HE1098;SPC KS S     -   462,704.900   711,135.390   MT  1.00001840   +2 09 12.9
 HE1098;UTM  15      - 4,116,589.498   322,849.588   MT  0.99998660   -1 12 22.5
 HE1098
 HE1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1098!SPC KS S     -   0.99996466  x   1.00001840  =   0.99998306
 HE1098!UTM  15      -   0.99996466  x   0.99998660  =   0.99995126
 HE1098
 HE1098|---------------------------------------------------------------------|
 HE1098| PID    Reference Object                     Distance      Geod. Az  |
 HE1098|                                                           dddmmss.s |
 HE1098| HE0249 850                                  15.478 METERS 08514     |
 HE1098| HE0740 OSWEGO MUNICIPAL TANK               APPROX.10.1 KM 2621152.0 |
 HE1098| HE0758 OSWEGO COOP ASSN ELEVATOR WEST      APPROX.11.9 KM 2640509.1 |
 HE1098| CN6341 HALLOWELL AZ MK                                    2720738.9 |
 HE1098| CN6342 HALLOWELL RM 1                       28.259 METERS 31240     |
 HE1098|---------------------------------------------------------------------|
 HE1098
 HE1098                          SUPERSEDED SURVEY CONTROL
 HE1098
 HE1098  NAD 83(1997)-  37 10 44.24425(N)    094 59 44.03915(W) AD(       ) 2
 HE1098  NAD 83(1986)-  37 10 44.25422(N)    094 59 44.02977(W) AD(       ) 2
 HE1098  NAD 27      -  37 10 44.02754(N)    094 59 43.15863(W) AD(       ) 2
 HE1098
 HE1098.Superseded values are not recommended for survey control.
 HE1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1098.See file dsdata.txt to determine how the superseded data were derived.
 HE1098
 HE1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2285016589(NAD 83)
 HE1098_MARKER: DS = TRIANGULATION STATION DISK
 HE1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1098
 HE1098  HISTORY     - Date     Condition        Report By
 HE1098  HISTORY     - 1965     MONUMENTED       CGS
 HE1098
 HE1098                          STATION DESCRIPTION
 HE1098
 HE1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1098'THE STATION IS LOCATED IN THE VILLAGE OF HALLOWELL, AT THE
 HE1098'NORTHEAST CORNER OF THE GRADE SCHOOL GROUNDS.
 HE1098'
 HE1098'THE STATION MARK IS A STANDARD DISK, STAMPED HALLOWELL 1964,
 HE1098'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 HE1098'THE GROUND SURFACE.  IT IS 79.8 FEET WEST OF THE CENTERLINE
 HE1098'OF A NORTH-SOUTH ROAD, 61.3 FEET NORTH OF THE NORTHEAST CORNER
 HE1098'OF THE SCHOOL BUILDING, 93.9 FEET SOUTHWEST OF A WITNESS POST,
 HE1098'74.3 FEET SOUTHEAST OF A POWERLINE POLE, 32.1 FEET
 HE1098'WEST-SOUTHWEST OF A TELEPHONE CABLE POLE, 35.2 FEET SOUTH OF THE
 HE1098'CENTERLINE OF AN EAST-WEST GRAVELED ROAD AND 24.7 FEET
 HE1098'EAST-NORTHEAST OF A TREE.
 HE1098'
 HE1098'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HALLOWELL NO 1
 HE1098'1964 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING
 HE1098'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 23.3 FEET WEST OF
 HE1098'THE POWERLINE POLE, 28.5 FEET NORTH OF THE CENTERLINE OF THE
 HE1098'EAST-WEST ROAD, 1 FOOT SOUTH OF THE WITNESS POST AND AT
 HE1098'ABOUT THE SAME ELEVATION AS THE STATION.
 HE1098'
 HE1098'B M 850 (USGS) IS A UNITED STATES GEOLOGICAL SURVEY BRASS CAP
 HE1098'BRADED TO THE TOP OF A IRON PIPE 3 INCHES IN DIAMETER AND
 HE1098'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 86.2 FEET
 HE1098'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING,
 HE1098'28.4 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 HE1098'30.2 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 20.8
 HE1098'FEET EAST-SOUTHEAST OF THE TELEPHONE CABLE POLE AND AT ABOUT
 HE1098'THE SAME ELEVATION AS THE STATION.
 HE1098'
 HE1098'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HALLOWELL 1964,
 HE1098'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HE1098'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 52.6 FEET
 HE1098'NORTH-NORTHEAST OF A FENCE CORNER POST, 24.0 FEET NORTH OF
 HE1098'THE CENTERLINE OF THE EAST-WEST ROAD, 1.3 FEET SOUTHEAST OF
 HE1098'A WITNESS POST AND 1.1 FEET SOUTH OF A POWERLINE POLE.  TO
 HE1098'REACH THE MARK FROM THE STATION, GO WEST ON A GRAVELED ROAD
 HE1098'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 HE1098'
 HE1098'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1735 ***********************************************************************
 JE1735  DESIGNATION -  HALLS SUMMIT MICROWAVE TOWER
 JE1735  PID         -  JE1735
 JE1735  STATE/COUNTY-  KS/COFFEY
 JE1735  USGS QUAD   -  NEW STRAWN (1971)
 JE1735
 JE1735                         *CURRENT SURVEY CONTROL
 JE1735  ___________________________________________________________________
 JE1735* NAD 83(1997)-  38 20 06.25257(N)    095 40 28.10578(W)     ADJUSTED  
 JE1735* NAVD 88     -                                                        
 JE1735  ___________________________________________________________________
 JE1735  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 JE1735  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JE1735
 JE1735  HORZ ORDER  -  THIRD
 JE1735
 JE1735.The horizontal coordinates were established by classical geodetic methods
 JE1735.and adjusted by the National Geodetic Survey in October 1998..
 JE1735
 JE1735
 JE1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1735
 JE1735.The geoid height was determined by GEOID03.
 JE1735
 JE1735;                    North         East     Units Scale Factor Converg.
 JE1735;SPC KS S     -   588,913.577   646,992.384   MT  0.99996240   +1 44 10.9
 JE1735;UTM  15      - 4,246,378.172   266,240.989   MT  1.00027300   -1 39 34.6
 JE1735
 JE1735                          SUPERSEDED SURVEY CONTROL
 JE1735
 JE1735  NAD 83(1986)-  38 20 06.25778(N)    095 40 28.10685(W) AD(       ) 4
 JE1735  NAD 27      -  38 20 06.18838(N)    095 40 27.19340(W) AD(       ) 3
 JE1735
 JE1735.Superseded values are not recommended for survey control.
 JE1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1735.See file dsdata.txt to determine how the superseded data were derived.
 JE1735
 JE1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6624146378(NAD 83)
 JE1735_MARKER: 45 = MICROWAVE TOWER
 JE1735
 JE1735  HISTORY     - Date     Condition        Report By
 JE1735  HISTORY     - 1956     FIRST OBSERVED   CGS
 JE1735  HISTORY     - 1958     GOOD             CGS
 JE1735  HISTORY     - 1974     GOOD             NGS
 JE1735
 JE1735                          STATION DESCRIPTION
 JE1735
 JE1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1735'THE STATION IS THE CENTER OF THE TOP OF THE AMERICAN TELEPHONE
 JE1735'AND TELEGRAPH COMPANY MICRO-WAVE TOWER.  IT IS LOCATED ABOUT 10
 JE1735'MILES NORTHEAST OF BURLINGTON, 8 MILES SOUTHWEST OF WAVERLY
 JE1735'AND 0.8 MILE SOUTH OF THE SMALL SETTLEMENT OF HALLS SUMMIT, ON THE
 JE1735'WEST SIDE OF A NORTH-SOUTH GRAVELED ROAD AND NEAR THE SOUTHEAST
 JE1735'CORNER OF A CULTIVATED FIELD.  IT IS A FOUR LEGGED STEEL
 JE1735'STRUCTURE 300 FEET HIGH, PAINTED IN ALTERNATE SECTIONS OF RED AND
 JE1735'WHITE, WITH TWO RECEIVING AND TRANSMITTING REFLECTORS ON EACH
 JE1735'OF THE FOUR SIDES OF THE TOP OF THE STRUCTURE.
 JE1735'
 JE1735'TO REACH THE STATION FROM THE BRIDGE OVER THE NEOSHO RIVER, ABOUT
 JE1735'1 MILE NORTH OF BURLINGTON ON U.S. HIGHWAY 75, GO NORTH ON U.S.
 JE1735'HIGHWAY 75 FOR 9.0 MILES TO A CROSSROAD (ELRICO SERVICE STATION IN
 JE1735'SOUTHEAST ANGLE).  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR
 JE1735'2.9 MILES TO THE SMALL SETTLEMENT OF HALLS SUMMIT.  TURN RIGHT
 JE1735'AND GO SOUTH ON GRAVELED ROAD JUST AFTER CROSSING RAILROAD
 JE1735'TRACKS FOR 0.8 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 JE1735
 JE1735                          STATION RECOVERY (1958)
 JE1735
 JE1735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 JE1735'A HORIZONTAL ANGLE WAS OBSERVED TO THIS STATION FROM TRIANGULATION
 JE1735'STATION LYNDON 1948.
 JE1735
 JE1735                          STATION RECOVERY (1974)
 JE1735
 JE1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1735'HALLS SUMMIT, MICRO-WAVE RELAY STATION KAC 70 TOWER WAS RECOVERED
 JE1735'AS DESCRIBED.
 JE1735'
 JE1735'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.8 MILE SOUTH
 JE1735'HALLS SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1553 ***********************************************************************
 JF1553  DESIGNATION -  HALSTEAD N MUN TANK
 JF1553  PID         -  JF1553
 JF1553  STATE/COUNTY-  KS/HARVEY
 JF1553  USGS QUAD   -  HALSTEAD (1978)
 JF1553
 JF1553                         *CURRENT SURVEY CONTROL
 JF1553  ___________________________________________________________________
 JF1553* NAD 83(1997)-  38 00 22.28697(N)    097 31 03.78107(W)     ADJUSTED  
 JF1553* NAVD 88     -                                                        
 JF1553  ___________________________________________________________________
 JF1553  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 JF1553  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 JF1553
 JF1553  HORZ ORDER  -  THIRD
 JF1553
 JF1553.The horizontal coordinates were established by classical geodetic methods
 JF1553.and adjusted by the National Geodetic Survey in October 1998..
 JF1553
 JF1553
 JF1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1553
 JF1553.The geoid height was determined by GEOID03.
 JF1553
 JF1553;                    North         East     Units Scale Factor Converg.
 JF1553;SPC KS S     -   549,121.539   486,262.062   MT  0.99993711   +0 36 13.1
 JF1553;UTM  14      - 4,207,538.533   630,133.094   MT  0.99980857   +0 54 46.2
 JF1553
 JF1553                          SUPERSEDED SURVEY CONTROL
 JF1553
 JF1553  NAD 83(1997)-  38 00 22.29602(N)    097 31 03.78113(W) AD(       ) 4
 JF1553  NAD 83(1986)-  38 00 22.29787(N)    097 31 03.78001(W) AD(       ) 4
 JF1553  NAD 27      -  38 00 22.25369(N)    097 31 02.63387(W) AD(       ) 3
 JF1553
 JF1553.Superseded values are not recommended for survey control.
 JF1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1553.See file dsdata.txt to determine how the superseded data were derived.
 JF1553
 JF1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH3013307539(NAD 83)
 JF1553_MARKER: 53 = ELEVATED TANK
 JF1553
 JF1553  HISTORY     - Date     Condition        Report By
 JF1553  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1553
 JF1553                          STATION DESCRIPTION
 JF1553
 JF1553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1553'THE STATION, HALSTEAD MUNICIPAL NORTH TANK, IS THE BALL ATOP
 JF1553'A WATER TANK SUPPORTED BY FOUR LEGS AND PAINTED SILVER WITH
 JF1553'A RED TOP.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 120 FEET
 JF1553'AND IS LOCATED ALONG THE NORTH SIDE OF NORTH STREET IN THE
 JF1553'WEST EDGE OF HALSTEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1426 ***********************************************************************
 HF1426  DESIGNATION -  HALSTEAD S MUN TANK
 HF1426  PID         -  HF1426
 HF1426  STATE/COUNTY-  KS/HARVEY
 HF1426  USGS QUAD   -  BENTLEY (1978)
 HF1426
 HF1426                         *CURRENT SURVEY CONTROL
 HF1426  ___________________________________________________________________
 HF1426* NAD 83(1997)-  37 59 48.52163(N)    097 30 32.64959(W)     ADJUSTED  
 HF1426* NAVD 88     -                                                        
 HF1426  ___________________________________________________________________
 HF1426  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 HF1426  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HF1426
 HF1426  HORZ ORDER  -  THIRD
 HF1426
 HF1426.The horizontal coordinates were established by classical geodetic methods
 HF1426.and adjusted by the National Geodetic Survey in October 1998..
 HF1426
 HF1426
 HF1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1426
 HF1426.The geoid height was determined by GEOID03.
 HF1426
 HF1426;                    North         East     Units Scale Factor Converg.
 HF1426;SPC KS S     -   548,088.634   487,032.514   MT  0.99993687   +0 36 32.2
 HF1426;UTM  14      - 4,206,509.931   630,909.009   MT  0.99981107   +0 55 04.7
 HF1426
 HF1426                          SUPERSEDED SURVEY CONTROL
 HF1426
 HF1426  NAD 83(1997)-  37 59 48.53067(N)    097 30 32.64964(W) AD(       ) 4
 HF1426  NAD 83(1986)-  37 59 48.53261(N)    097 30 32.64845(W) AD(       ) 4
 HF1426  NAD 27      -  37 59 48.48781(N)    097 30 31.50291(W) AD(       ) 3
 HF1426
 HF1426.Superseded values are not recommended for survey control.
 HF1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1426.See file dsdata.txt to determine how the superseded data were derived.
 HF1426
 HF1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH3090906510(NAD 83)
 HF1426_MARKER: 53 = ELEVATED TANK
 HF1426
 HF1426  HISTORY     - Date     Condition        Report By
 HF1426  HISTORY     - 1972     FIRST OBSERVED   NGS
 HF1426
 HF1426                          STATION DESCRIPTION
 HF1426
 HF1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF1426'THE STATION, HALSTEAD MUNICIPAL SOUTH TANK, IS THE CENTER OF THE
 HF1426'TOP OF AN ELEVATED TANK, SUPPORTED BY FIVE LEGS AND IS PAINTED
 HF1426'GREEN.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 120 FEET AND IS
 HF1426'LOCATED 0.15 MILE SOUTH OF THE INTERSECTION OF EAST SIXTH
 HF1426'STREET AND POPLAR STREET IN HALSTEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1129 ***********************************************************************
 HE1129  DESIGNATION -  HAMMOND
 HE1129  PID         -  HE1129
 HE1129  STATE/COUNTY-  KS/BOURBON
 HE1129  USGS QUAD   -  HAMMOND (1977)
 HE1129
 HE1129                         *CURRENT SURVEY CONTROL
 HE1129  ___________________________________________________________________
 HE1129* NAD 83(1997)-  37 56 34.52314(N)    094 42 46.88987(W)     ADJUSTED  
 HE1129* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 HE1129  ___________________________________________________________________
 HE1129  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 HE1129  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 HE1129
 HE1129  HORZ ORDER  -  SECOND
 HE1129
 HE1129.The horizontal coordinates were established by classical geodetic methods
 HE1129.and adjusted by the National Geodetic Survey in October 1998..
 HE1129
 HE1129.The orthometric height was scaled from a topographic map.
 HE1129
 HE1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1129
 HE1129.The geoid height was determined by GEOID03.
 HE1129
 HE1129;                    North         East     Units Scale Factor Converg.
 HE1129;SPC KS S     -   548,404.036   732,764.157   MT  0.99993602   +2 19 37.9
 HE1129;UTM  15      - 4,200,866.036   349,478.968   MT  0.99987905   -1 03 12.6
 HE1129
 HE1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1129!SPC KS S     -   0.99996068  x   0.99993602  =   0.99989670
 HE1129!UTM  15      -   0.99996068  x   0.99987905  =   0.99983974
 HE1129
 HE1129|---------------------------------------------------------------------|
 HE1129| PID    Reference Object                     Distance      Geod. Az  |
 HE1129|                                                           dddmmss.s |
 HE1129| CN6347 HAMMOND RM 1                         24.114 METERS 23214     |
 HE1129| CN6348 HAMMOND RM 2                         32.269 METERS 33217     |
 HE1129| CN6346 HAMMOND AZ MK                                      3542017.2 |
 HE1129|---------------------------------------------------------------------|
 HE1129
 HE1129                          SUPERSEDED SURVEY CONTROL
 HE1129
 HE1129  NAD 83(1997)-  37 56 34.53141(N)    094 42 46.88996(W) AD(       ) 2
 HE1129  NAD 83(1986)-  37 56 34.53188(N)    094 42 46.88490(W) AD(       ) 2
 HE1129  NAD 27      -  37 56 34.39200(N)    094 42 46.02600(W) AD(       ) 2
 HE1129
 HE1129.Superseded values are not recommended for survey control.
 HE1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1129.See file dsdata.txt to determine how the superseded data were derived.
 HE1129
 HE1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC4947900866(NAD 83)
 HE1129_MARKER: DS = TRIANGULATION STATION DISK
 HE1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1129
 HE1129  HISTORY     - Date     Condition        Report By
 HE1129  HISTORY     - 1948     MONUMENTED       CGS
 HE1129  HISTORY     - 1970     GOOD             NGS
 HE1129
 HE1129                          STATION DESCRIPTION
 HE1129
 HE1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE1129'STATION IS LOCATED ABOUT 7.0 MILES NORTH OF FORT SCOTT AND
 HE1129'1.0 MILE WEST OF THE VILLAGE OF HAMMOND.  IT IS 110.0 FEET
 HE1129'EAST OF THE CENTER OF U.S. HIGHWAY NO. 69, 65.0 FEET EAST
 HE1129'OF A T-FENCE CORNER, 12.3 FEET SOUTH OF AN EAST-WEST FENCE
 HE1129'LINE AND 11.9 FEET SOUTH OF A WITNESS POST.  IT PROJECTS
 HE1129'3 INCHES AND IS STAMPED HAMMOND 1948.
 HE1129'
 HE1129'REFERENCE MARK NO. 1 IS 51.5 FEET EAST OF THE CENTER OF
 HE1129'U.S. HIGHWAY NO. 69 AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE
 HE1129'LINE.  IT PROJECTS 7 INCHES AND IS STAMPED HAMMOND NO 1 1948.
 HE1129'
 HE1129'REFERENCE MARK NO. 2 IS 50.0 FEET EAST OF THE CENTER OF
 HE1129'U.S. HIGHWAY NO. 69 AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE
 HE1129'LINE.  IT PROJECTS 3 INCHES AND IS STAMPED HAMMOND NO 2 1948.
 HE1129'
 HE1129'THE AZIMUTH MARK IS 48.0 FEET WEST OF THE CENTER OF U.S.
 HE1129'HIGHWAY NO. 69, 2.0 FEET SOUTH OF A WITNESS POST AND 1.0
 HE1129'FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 8 INCHES
 HE1129'AND IS STAMPED HAMMOND 1948.
 HE1129'
 HE1129'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 HE1129'69 AND STATE ROUTE NO. 31 IN FULTON, GO SOUTH ON U.S. HIGHWAY
 HE1129'NO. 69 FOR 4.5 MILES TO TOP OF HILL AND STATION ON THE LEFT
 HE1129'AS DESCRIBED.
 HE1129'
 HE1129'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 HE1129'U.S. HIGHWAY NO. 69 FOR 0.3 MILE TO TOP OF HILL AND AZIMUTH
 HE1129'MARK ON THE RIGHT AS DESCRIBED.
 HE1129'
 HE1129'A 74 FOOT SIGNAL AT RICHARDSON 1934 IS VISIBLE AT 4 FEET.
 HE1129'
 HE1129'A 74 FOOT SIGNAL AT CENTRAL 1940 IS VISIBLE AT 10 FEET.
 HE1129'
 HE1129'A 74 FOOT SIGNAL AT HARDING IS VISIBLE AT 4 FEET.
 HE1129'
 HE1129'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 HE1129
 HE1129                          STATION RECOVERY (1970)
 HE1129
 HE1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HE1129'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 HE1129'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HE1129'THE DESCRIPTION WILL BE ADEQUATE FOR RECOVERY WITH THESE ADDITIONAL
 HE1129'NOTES.
 HE1129'
 HE1129'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 69 AND
 HE1129'STATE HIGHWAY 31 IN FULTON, GO SOUTH ON U. S. HIGHWAY 69 FOR 4.2
 HE1129'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON U. S.
 HE1129'HIGHWAY 69 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 HE1129'
 HE1129'THE STATION IS 88 FEET NORTHEAST OF A T-FENCE CORNER, 52 FEET NORTH
 HE1129'OF AN EAST-WEST FENCE, ABOUT 175 FEET NORTHWEST OF A NEW HOUSE,
 HE1129'AND PROJECTS 3 INCHES.
 HE1129'
 HE1129'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 HE1129'DESCRIBED.
 HE1129'
 HE1129'A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE MARK NO. 1.
 HE1129'
 HE1129'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 HE1129'
 HE1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 HE1129'SOUTH OF FULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0761 ***********************************************************************
 KH0761  DESIGNATION -  HANEY
 KH0761  PID         -  KH0761
 KH0761  STATE/COUNTY-  KS/GOVE
 KH0761  USGS QUAD   -  PARK (1979)
 KH0761
 KH0761                         *CURRENT SURVEY CONTROL
 KH0761  ___________________________________________________________________
 KH0761* NAD 83(1997)-  39 00 10.97577(N)    100 20 06.20059(W)     ADJUSTED  
 KH0761* NAVD 88     -       820.     (meters)    2690.     (feet)  SCALED    
 KH0761  ___________________________________________________________________
 KH0761  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KH0761  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 KH0761
 KH0761  HORZ ORDER  -  THIRD
 KH0761
 KH0761.The horizontal coordinates were established by classical geodetic methods
 KH0761.and adjusted by the National Geodetic Survey in October 1998..
 KH0761
 KH0761.The orthometric height was scaled from a topographic map.
 KH0761
 KH0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0761
 KH0761.The geoid height was determined by GEOID03.
 KH0761
 KH0761;                    North         East     Units Scale Factor Converg.
 KH0761;SPC KS N     -    76,953.190   197,760.463   MT  0.99996614   -1 28 38.7
 KH0761;UTM  14      - 4,317,962.642   384,397.947   MT  0.99976455   -0 50 25.2
 KH0761
 KH0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0761!SPC KS N     -   0.99987528  x   0.99996614  =   0.99984143
 KH0761!UTM  14      -   0.99987528  x   0.99976455  =   0.99963986
 KH0761
 KH0761:                Primary Azimuth Mark                     Grid Az
 KH0761:SPC KS N     -  HANEY AZ MK                              002 53 37.4
 KH0761:UTM  14      -  HANEY AZ MK                              002 15 23.9
 KH0761
 KH0761|---------------------------------------------------------------------|
 KH0761| PID    Reference Object                     Distance      Geod. Az  |
 KH0761|                                                           dddmmss.s |
 KH0761| CN8711 HANEY AZ MK                                        0012458.7 |
 KH0761| CN8712 HANEY RM 1                           15.582 METERS 00444     |
 KH0761| KH0756 QUINTER MUNICIPAL TANK              APPROX.11.2 KM 0501019.8 |
 KH0761| CN8713 HANEY RM 2                           15.152 METERS 27908     |
 KH0761|---------------------------------------------------------------------|
 KH0761
 KH0761                          SUPERSEDED SURVEY CONTROL
 KH0761
 KH0761  NAD 83(1986)-  39 00 10.97978(N)    100 20 06.20173(W) AD(       ) 3
 KH0761  NAD 27      -  39 00 10.94600(N)    100 20 04.71400(W) AD(       ) 3
 KH0761
 KH0761.Superseded values are not recommended for survey control.
 KH0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0761.See file dsdata.txt to determine how the superseded data were derived.
 KH0761
 KH0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ8439817963(NAD 83)
 KH0761_MARKER: DS = TRIANGULATION STATION DISK
 KH0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0761
 KH0761  HISTORY     - Date     Condition        Report By
 KH0761  HISTORY     - 1950     MONUMENTED       CGS
 KH0761
 KH0761                          STATION DESCRIPTION
 KH0761
 KH0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0761'THE STATION IS LOCATED ABOUT 8.5 MILES EAST-NORTHEAST OF GOVE,
 KH0761'8.0 MILES SOUTH-SOUTHEAST OF PARK AND 7.0 MILES SOUTHWEST
 KH0761'OF QUINTER IN THE NORTHEAST CORNER OF PASTURE LAND OWNED BY MRS.
 KH0761'E. RUTH HANEY.  IT IS 43.0 FEET WEST OF THE CENTER OF A GRADED
 KH0761'ROAD, 28.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 9.0 FEET
 KH0761'SOUTHWEST OF A FENCE CORNER AND 8.0 FEET WEST OF A WITNESS
 KH0761'POST.  IT PROJECTS 4 INCHES AND IS STAMPED HANEY 1950.
 KH0761'
 KH0761'REFERENCE MARK NO. 1 IS LOCATED ACROSS THE ROAD FROM THE STATION
 KH0761'NEAR THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 40.0 FEET WEST
 KH0761'OF THE CENTER OF A GRADED ROAD, 25.0 FEET NORTH OF THE CENTER OF
 KH0761'A GRADED ROAD AND 4.0 FEET NORTH-NORTHWEST OF A TELEPHONE
 KH0761'POLE.  IT PROJECTS 6 INCHES AND IS STAMPED HANEY NO 1 1950.
 KH0761'
 KH0761'REFERENCE MARK NO. 2 IS 22.0 FEET SOUTH OF THE CENTER OF A
 KH0761'GRADED ROAD AND JUST SOUTH OF THE FENCE ALONG THE NORTH EDGE
 KH0761'OF THE PASTURE.  IT PROJECTS 6 INCHES AND IS STAMPED HANEY
 KH0761'NO 2 1950.
 KH0761'
 KH0761'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0761'NO. 2 IS 68.52 FEET.
 KH0761'
 KH0761'THE AZIMUTH MARK IS 38.0 FEET EAST OF THE CENTER OF A GRADED
 KH0761'ROAD, 28.0 FEET NORTH OF THE CENTER OF A GRADED ROAD, 1.5 FEET
 KH0761'WEST OF A WITNESS POST AND 1.0 FOOT SOUTH OF A FENCE CORNER.
 KH0761'IT PROJECTS 6 INCHES AND IS STAMPED HANEY 1950.
 KH0761'
 KH0761'TO REACH THE STATION FROM THE CROSS-STREET JUST WEST OF THE
 KH0761'POST OFFICE IN PARK, GO SOUTH ON A GRAVELED STREET FOR 0.2
 KH0761'MILE TO THE INTERSECTION WITH U.S. HIGHWAY NO. 40, TURN LEFT
 KH0761'AND GO EAST ON U.S. HIGHWAY NO. 40 FOR 1.6 MILES TO A CROSSROAD.
 KH0761'HERE TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR 5.9 MILES
 KH0761'TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE AS
 KH0761'DESCRIBED.  CONTINUE SOUTH ON A GRADED ROAD FOR 1.0 MILE TO
 KH0761'A CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE AS
 KH0761'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1469 ***********************************************************************
 JF1469  DESIGNATION -  HANNA
 JF1469  PID         -  JF1469
 JF1469  STATE/COUNTY-  KS/MORRIS
 JF1469  USGS QUAD   -  WILSEY SE (1972)
 JF1469
 JF1469                         *CURRENT SURVEY CONTROL
 JF1469  ___________________________________________________________________
 JF1469* NAD 83(1997)-  38 36 33.02826(N)    096 36 35.29394(W)     ADJUSTED  
 JF1469* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 JF1469  ___________________________________________________________________
 JF1469  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 JF1469  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 JF1469
 JF1469  HORZ ORDER  -  SECOND
 JF1469
 JF1469.The horizontal coordinates were established by classical geodetic methods
 JF1469.and adjusted by the National Geodetic Survey in October 1998..
 JF1469
 JF1469.The orthometric height was scaled from a topographic map.
 JF1469
 JF1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1469
 JF1469.The geoid height was determined by GEOID03.
 JF1469
 JF1469;                    North         East     Units Scale Factor Converg.
 JF1469;SPC KS N     -    31,550.842   521,084.938   MT  1.00001909   +0 52 46.6
 JF1469;UTM  14      - 4,276,117.411   708,118.536   MT  1.00013341   +1 29 31.3
 JF1469
 JF1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1469!SPC KS N     -   0.99993560  x   1.00001909  =   0.99995469
 JF1469!UTM  14      -   0.99993560  x   1.00013341  =   1.00006900
 JF1469
 JF1469:                Primary Azimuth Mark                     Grid Az
 JF1469:SPC KS N     -  COUNCIL GROVE RAD KAA 898 MAST           054 11 48.2
 JF1469:UTM  14      -  COUNCIL GROVE RAD KAA 898 MAST           053 35 03.5
 JF1469
 JF1469|---------------------------------------------------------------------|
 JF1469| PID    Reference Object                     Distance      Geod. Az  |
 JF1469|                                                           dddmmss.s |
 JF1469| JF1467 COUNCIL GROVE RAD KAA 898 MAST      APPROX. 9.4 KM 0550434.8 |
 JF1469| CL5323 HANNA RM 1                           11.246 METERS 09128     |
 JF1469| CL5324 HANNA RM 2                           11.204 METERS 26821     |
 JF1469| CL5322 HANNA AZ MK                                        2752744.4 |
 JF1469|---------------------------------------------------------------------|
 JF1469
 JF1469                          SUPERSEDED SURVEY CONTROL
 JF1469
 JF1469  NAD 83(1986)-  38 36 33.03624(N)    096 36 35.29345(W) AD(       ) 2
 JF1469  NAD 27      -  38 36 33.00696(N)    096 36 34.26979(W) AD(       ) 2
 JF1469
 JF1469.Superseded values are not recommended for survey control.
 JF1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1469.See file dsdata.txt to determine how the superseded data were derived.
 JF1469
 JF1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH0811976117(NAD 83)
 JF1469_MARKER: DS = TRIANGULATION STATION DISK
 JF1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1469
 JF1469  HISTORY     - Date     Condition        Report By
 JF1469  HISTORY     - 1956     MONUMENTED       CGS
 JF1469  HISTORY     - 1968     GOOD             CGS
 JF1469
 JF1469                          STATION DESCRIPTION
 JF1469
 JF1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1469'THE STATION IS ABOUT 7 MILES SOUTHWEST OF THE CENTER OF COUNCIL
 JF1469'GROVE, 4 MILES SOUTHEAST OF WILSEY ON ROAD RIGHT-OF-WAY.  IT IS
 JF1469'22 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 74 FEET WEST
 JF1469'OF A POWER LINE POLE, 2 FEET NORTH OF A WIRE FENCE AND 4 FEET
 JF1469'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 JF1469'DISK IS STAMPED HANNA 1956.
 JF1469'
 JF1469'TO REACH THE STATION FROM THE POST OFFICE IN COUNCIL GROVE, GO
 JF1469'WEST ON U.S. HIGHWAY 56 FOR 5.9 MILES TO A GRAVEL CROSSROAD.
 JF1469'TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 1.8 MILES TO A GRAVEL
 JF1469'T-ROAD INTERSECTION.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR
 JF1469'0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT CROSSING RAILROAD TRACKS
 JF1469'AND GO SOUTH ON GRAVEL ROAD FOR 1.1 MILES TO A CROSSROAD.  TURN
 JF1469'RIGHT AND GO WEST ON GRAVEL ROAD FOR 0.7 MILE TO THE STATION
 JF1469'ON THE LEFT.  CONTINUE WEST ON THE GRAVEL ROAD FOR 0.3 MILE
 JF1469'TO A CROSSROAD AND THE AZIMUTH MARK NORTH OF THE
 JF1469'INTERSECTION.
 JF1469'
 JF1469'REFERENCE MARK 1 IS 23 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL
 JF1469'ROAD, 38 FEET WEST OF A POWER LINE POLE AND 1 FOOT NORTH OF THE
 JF1469'WIRE FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HANNA
 JF1469'NO 1 1956.
 JF1469'
 JF1469'REFERENCE MARK 2 IS 23 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL
 JF1469'ROAD AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK IS FLUSH
 JF1469'AND THE DISK IS STAMPED HANNA NO 2 1956.
 JF1469'
 JF1469'THE AZIMUTH MARK IS 153 FEET NORTH OF THE CROSSROAD INTERSECTION,
 JF1469'20 FEET WEST OF THE CENTERLINE OF A SECTION LINE ROAD RUNNING
 JF1469'NORTH, 4 FEET NORTH OF A POWER LINE POLE, 2 FEET NORTH OF A
 JF1469'WHITE WITNESS POST AND 1 FOOT EAST OF A WIRE FENCE.  THE MARK
 JF1469'PROJECTS 2 INCHES AND THE DISK IS STAMPED HANNA 1956.
 JF1469'
 JF1469'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1469
 JF1469                          STATION RECOVERY (1968)
 JF1469
 JF1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1469'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1469'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1469'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1469'RECOVERY.
 JF1469'
 JF1469'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 JF1469'
 JF1469'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JF1469'
 JF1469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 JF1469'SOUTHEAST OF WILSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1181 ***********************************************************************
 KF1181  DESIGNATION -  HANOVER
 KF1181  PID         -  KF1181
 KF1181  STATE/COUNTY-  KS/WASHINGTON
 KF1181  USGS QUAD   -  HANOVER SE (1983)
 KF1181
 KF1181                         *CURRENT SURVEY CONTROL
 KF1181  ___________________________________________________________________
 KF1181* NAD 83(1997)-  39 50 53.22550(N)    096 51 51.30440(W)     ADJUSTED  
 KF1181* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 KF1181  ___________________________________________________________________
 KF1181  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 KF1181  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 KF1181
 KF1181  HORZ ORDER  -  SECOND
 KF1181
 KF1181.The horizontal coordinates were established by classical geodetic methods
 KF1181.and adjusted by the National Geodetic Survey in October 1998..
 KF1181
 KF1181.The orthometric height was scaled from a topographic map.
 KF1181
 KF1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1181
 KF1181.The geoid height was determined by GEOID03.
 KF1181
 KF1181;                    North         East     Units Scale Factor Converg.
 KF1181;SPC KS N     -   168,775.021   497,199.040   MT  1.00001115   +0 43 07.0
 KF1181;UTM  14      - 4,413,082.678   682,717.801   MT  1.00001103   +1 22 07.9
 KF1181
 KF1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1181!SPC KS N     -   0.99993585  x   1.00001115  =   0.99994700
 KF1181!UTM  14      -   0.99993585  x   1.00001103  =   0.99994688
 KF1181
 KF1181|---------------------------------------------------------------------|
 KF1181| PID    Reference Object                     Distance      Geod. Az  |
 KF1181|                                                           dddmmss.s |
 KF1181| CL6611 HANOVER RM 2                         11.265 METERS 11445     |
 KF1181| CL6608 HANOVER AZ MK                                      1695429.8 |
 KF1181| CL6609 HANOVER AZ MK 2                                    1722951.1 |
 KF1181| KF1182 WASHINGTON ST PAULS LUTH CH         APPROX.10.0 KM 2471629.8 |
 KF1181| CL6610 HANOVER RM 1                         12.048 METERS 33325     |
 KF1181| KF1169 HANOVER ST JOANNIS BAP CHURCH       APPROX. 5.0 KM 3511132.1 |
 KF1181| KF1172 HANOVER MUNICIPAL STANDPIPE         APPROX. 5.1 KM 3521514.6 |
 KF1181|---------------------------------------------------------------------|
 KF1181
 KF1181                          SUPERSEDED SURVEY CONTROL
 KF1181
 KF1181  NAD 83(1997)-  39 50 53.22667(N)    096 51 51.30461(W) AD(       ) 2
 KF1181  NAD 83(1986)-  39 50 53.23099(N)    096 51 51.30187(W) AD(       ) 2
 KF1181  NAD 27      -  39 50 53.21400(N)    096 51 50.21200(W) AD(       ) 2
 KF1181
 KF1181.Superseded values are not recommended for survey control.
 KF1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1181.See file dsdata.txt to determine how the superseded data were derived.
 KF1181
 KF1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK8271813083(NAD 83)
 KF1181_MARKER: DS = TRIANGULATION STATION DISK
 KF1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1181
 KF1181  HISTORY     - Date     Condition        Report By
 KF1181  HISTORY     - 1947     MONUMENTED       CGS
 KF1181  HISTORY     - 1965     GOOD             CGS
 KF1181  HISTORY     - 1969     GOOD             CGS
 KF1181
 KF1181                          STATION DESCRIPTION
 KF1181
 KF1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1181'THE STATION IS ABOUT 10 MILES EAST OF WASHINGTON AND 3 MILES
 KF1181'SOUTH OF HANOVER ON A HIGH PROMINENT KNOLL.  IT IS 0.5 MILE NORTH
 KF1181'OF THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 15E,
 KF1181'ABOUT 350 FEET WEST OF STATE HIGHWAY 15E AND 5.5 FEET SOUTHWEST
 KF1181'OF A 4 X 4 INCH WITNESS POST.  IT IS STAMPED HANOVER 1947 AND
 KF1181'PROJECTS 10 INCHES.
 KF1181'
 KF1181'RM NO. 1 IS NORTH-NORTHWEST OF THE STATION.  IT IS STAMPED
 KF1181'HANOVER NO 1 1947 AND PROJECTS 10 INCHES.
 KF1181'
 KF1181'RM NO. 2 IS SOUTHEAST OF THE STATION.  IT IS STAMPED HANOVER
 KF1181'NO 2 1947 AND PROJECTS 6 INCHES.
 KF1181'
 KF1181'AZIMUTH MARK IS 115 FEET WEST OF THE INTERSECTION OF U.S.
 KF1181'HIGHWAY 36 AND STATE HIGHWAY 15E, 22.5 FEET NORTH OF THE CENTER
 KF1181'OF U.S. HIGHWAY 36, 7 FEET NORTH OF THE EAST CORNER OF GUARD RAIL
 KF1181'AND 2.9 FEET NORTH OF A 4 X 4 INCH WITNESS POST.  IT IS STAMPED
 KF1181'HANOVER 1947 AND PROJECTS 10 INCHES.
 KF1181'
 KF1181'TO REACH THE STATION FROM THE STANDPIPE IN HANOVER, GO EAST
 KF1181'AND SOUTH ON STATE HIGHWAY 15E FOR 3.5 MILES TO A HIGH
 KF1181'PROMINENT KNOLL ON THE RIGHT AND ETT, HERE PACK WEST TO THE
 KF1181'HIGHEST POINT OF KNOLL AND STATION.
 KF1181'
 KF1181'TO REACH THE AZIMUTH MARK FROM ETT CONTINUE SOUTH ON STATE
 KF1181'HIGHWAY 15E FOR 0.5 MILE AND THE MARK ON THE RIGHT AS DESCRIBED.
 KF1181'
 KF1181'A 74 FOOT SIGNAL AT ST. PAUL IS VISIBLE AT 4 FEET.
 KF1181'
 KF1181'A 47 FOOT SIGNAL AT HORSESHOE IS VISIBLE AT 4 FEET.
 KF1181'
 KF1181'A 74 FOOT SIGNAL AT BREMEN IS VISIBLE AT 4 FEET.
 KF1181
 KF1181                          STATION RECOVERY (1965)
 KF1181
 KF1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1181'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF1181'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KF1181
 KF1181                          STATION RECOVERY (1969)
 KF1181
 KF1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF1181'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 KF1181'IN GOOD CONDITION.  AZIMUTH MARK WAS FOUND DESTROYED BY
 KF1181'GRADER OPERATIONS.  A NEW AZIMUTH MARK WAS SET, 69 FEET EAST
 KF1181'OF THE CENTERLINE OF STATE HIGHWAY 15E, 1 FOOT WEST OF A
 KF1181'NORTH-SOUTH FENCE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KF1181'THE MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 KF1181'POST AND STAMPED HANOVER 1947 1969.
 KF1181'
 KF1181'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THESE ADDITIONS.  A
 KF1181'4 FOOT ROCK CAIRN WAS BUILT NEAR THE STATION AND IS VISIBLE FROM
 KF1181'THE ROAD.
 KF1181'
 KF1181'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 KF1181'STATE HIGHWAY 15E 0.5 MILE TO JUNCTION OF U.S. HIGHWAY 36.
 KF1181'CONTINUE SOUTH ON STATE HIGHWAY 15E FOR 0.4 MILE TO MARK ON LEFT
 KF1181'(EAST) SIDE OF HIGHWAY.
 KF1181'
 KF1181'REFERENCE MARK NO. 1 IS 25 FEET NORTHWEST OF A ROCK CAIRN.
 KF1181'
 KF1181'REFERENCE MARK NO. 2 IS 45 FEET SOUTHEAST OF A ROCK CAIRN.
 KF1181'
 KF1181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3
 KF1181'MILES SOUTH OF HANOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1172 ***********************************************************************
 KF1172  DESIGNATION -  HANOVER MUNICIPAL STANDPIPE
 KF1172  PID         -  KF1172
 KF1172  STATE/COUNTY-  KS/WASHINGTON
 KF1172  USGS QUAD   -  HANOVER EAST (1983)
 KF1172
 KF1172                         *CURRENT SURVEY CONTROL
 KF1172  ___________________________________________________________________
 KF1172* NAD 83(1997)-  39 53 35.86417(N)    096 52 20.02430(W)     ADJUSTED  
 KF1172* NAVD 88     -                                                        
 KF1172  ___________________________________________________________________
 KF1172  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 KF1172  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 KF1172
 KF1172  HORZ ORDER  -  THIRD
 KF1172
 KF1172.The horizontal coordinates were established by classical geodetic methods
 KF1172.and adjusted by the National Geodetic Survey in October 1998..
 KF1172
 KF1172
 KF1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1172
 KF1172.The geoid height was determined by GEOID03.
 KF1172
 KF1172;                    North         East     Units Scale Factor Converg.
 KF1172;SPC KS N     -   173,782.321   496,453.857   MT  1.00001969   +0 42 48.8
 KF1172;SPC NE       -    11,496.629   767,462.705   MT  1.00004990   +2 04 22.0
 KF1172;UTM  14      - 4,418,081.159   681,915.790   MT  1.00000742   +1 21 54.1
 KF1172
 KF1172                          SUPERSEDED SURVEY CONTROL
 KF1172
 KF1172  NAD 83(1997)-  39 53 35.86508(N)    096 52 20.02425(W) AD(       ) 4
 KF1172  NAD 83(1986)-  39 53 35.87010(N)    096 52 20.02136(W) AD(       ) 4
 KF1172  NAD 27      -  39 53 35.85400(N)    096 52 18.93100(W) AD(       ) 3
 KF1172
 KF1172.Superseded values are not recommended for survey control.
 KF1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1172.See file dsdata.txt to determine how the superseded data were derived.
 KF1172
 KF1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK8191618081(NAD 83)
 KF1172_MARKER: 52 = STANDPIPE TANK
 KF1172
 KF1172  HISTORY     - Date     Condition        Report By
 KF1172  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1172  HISTORY     - 1965     GOOD             CGS
 KF1172
 KF1172                          STATION DESCRIPTION
 KF1172
 KF1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1172'LOCATED ON A HIGH HILL NEAR THE EAST EDGE TOWN, 100 FEET NORTH OF
 KF1172'THE CENTER OF MAIN ST. AND 100 FEET WEST OF THE CENTER OF STATE
 KF1172'HIGHWAY NO. 15 E.
 KF1172'
 KF1172'STRUCTURE IS ROUND.  IT IS CONSTRUCTED OF STEEL, 15 FEET IN
 KF1172'DIAMETER AND ABOUT 150 FEET IN HEIGHT.  IT IS PAINTED SILVER AND
 KF1172'THE WORD HANOVER IS PAINTED IN BLACK LETTERS ON THE SOUTHWEST AND
 KF1172'SOUTHEAST SIDES.
 KF1172'
 KF1172'POINT OBSERVED WAS CENTER OF STRUCTURE.
 KF1172
 KF1172                          STATION RECOVERY (1965)
 KF1172
 KF1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1172'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1169 ***********************************************************************
 KF1169  DESIGNATION -  HANOVER ST JOANNIS BAP CHURCH
 KF1169  PID         -  KF1169
 KF1169  STATE/COUNTY-  KS/WASHINGTON
 KF1169  USGS QUAD   -  HANOVER EAST (1983)
 KF1169
 KF1169                         *CURRENT SURVEY CONTROL
 KF1169  ___________________________________________________________________
 KF1169* NAD 83(1997)-  39 53 31.85560(N)    096 52 23.21332(W)     ADJUSTED  
 KF1169* NAVD 88     -                                                        
 KF1169  ___________________________________________________________________
 KF1169  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 KF1169  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 KF1169
 KF1169  HORZ ORDER  -  THIRD
 KF1169
 KF1169.The horizontal coordinates were established by classical geodetic methods
 KF1169.and adjusted by the National Geodetic Survey in October 1998..
 KF1169
 KF1169
 KF1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1169
 KF1169.The geoid height was determined by GEOID03.
 KF1169
 KF1169;                    North         East     Units Scale Factor Converg.
 KF1169;SPC KS N     -   173,657.751   496,379.638   MT  1.00001947   +0 42 46.8
 KF1169;SPC NE       -    11,370.330   767,391.459   MT  1.00005044   +2 04 19.8
 KF1169;UTM  14      - 4,417,955.755   681,842.993   MT  1.00000710   +1 21 52.0
 KF1169
 KF1169                          SUPERSEDED SURVEY CONTROL
 KF1169
 KF1169  NAD 83(1997)-  39 53 31.85654(N)    096 52 23.21327(W) AD(       ) 4
 KF1169  NAD 83(1986)-  39 53 31.86166(N)    096 52 23.21037(W) AD(       ) 4
 KF1169  NAD 27      -  39 53 31.84200(N)    096 52 22.12000(W) AD(       ) 3
 KF1169
 KF1169.Superseded values are not recommended for survey control.
 KF1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1169.See file dsdata.txt to determine how the superseded data were derived.
 KF1169
 KF1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK8184317956(NAD 83)
 KF1169_MARKER: 90 = CHURCH SPIRE
 KF1169
 KF1169  HISTORY     - Date     Condition        Report By
 KF1169  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1169  HISTORY     - 1965     GOOD             CGS
 KF1169
 KF1169                          STATION DESCRIPTION
 KF1169
 KF1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1169'LOCATED AT THE EAST EDGE OF HANOVER AND 50 FEET EAST OF THE CENTER
 KF1169'OF A GRAVELED STREET.
 KF1169'
 KF1169'THE SPIRE IS SIX SIDED, COVERED WITH BLACK SHINGLES AND IS ON TOP
 KF1169'OF A STONE CONSTRUCTED BELFRY.  IT IS APPROXIMATELY 150 FEET IN
 KF1169'HEIGHT.
 KF1169'
 KF1169'POINT OBSERVED WAS A CROSS AT THE APEX OF THE SPIRE.
 KF1169
 KF1169                          STATION RECOVERY (1965)
 KF1169
 KF1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1169'THIS INTERSECTION STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1171 ***********************************************************************
 KF1171  DESIGNATION -  HANOVER ZION LUTHERAN CH SPIRE
 KF1171  PID         -  KF1171
 KF1171  STATE/COUNTY-  KS/WASHINGTON
 KF1171  USGS QUAD   -  HANOVER EAST (1983)
 KF1171
 KF1171                         *CURRENT SURVEY CONTROL
 KF1171  ___________________________________________________________________
 KF1171* NAD 83(1997)-  39 53 10.29716(N)    096 52 23.17395(W)     ADJUSTED  
 KF1171* NAVD 88     -                                                        
 KF1171  ___________________________________________________________________
 KF1171  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 KF1171  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 KF1171
 KF1171  HORZ ORDER  -  THIRD
 KF1171
 KF1171.The horizontal coordinates were established by classical geodetic methods
 KF1171.and adjusted by the National Geodetic Survey in October 1998..
 KF1171
 KF1171
 KF1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1171
 KF1171.The geoid height was determined by GEOID03.
 KF1171
 KF1171;                    North         East     Units Scale Factor Converg.
 KF1171;SPC KS N     -   172,992.888   496,388.847   MT  1.00001831   +0 42 46.8
 KF1171;SPC NE       -    10,705.851   767,416.437   MT  1.00005334   +2 04 19.9
 KF1171;UTM  14      - 4,417,291.047   681,859.760   MT  1.00000717   +1 21 51.4
 KF1171
 KF1171                          SUPERSEDED SURVEY CONTROL
 KF1171
 KF1171  NAD 83(1997)-  39 53 10.29818(N)    096 52 23.17420(W) AD(       ) 4
 KF1171  NAD 83(1986)-  39 53 10.30351(N)    096 52 23.17183(W) AD(       ) 4
 KF1171  NAD 27      -  39 53 10.29000(N)    096 52 22.08000(W) AD(       ) 3
 KF1171
 KF1171.Superseded values are not recommended for survey control.
 KF1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1171.See file dsdata.txt to determine how the superseded data were derived.
 KF1171
 KF1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK8186017291(NAD 83)
 KF1171_MARKER: 90 = CHURCH SPIRE
 KF1171
 KF1171  HISTORY     - Date     Condition        Report By
 KF1171  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1171  HISTORY     - 1965     GOOD             CGS
 KF1171
 KF1171                          STATION DESCRIPTION
 KF1171
 KF1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1171'LOCATED AT THE SOUTHEAST EDGE OF HANOVER AND IS 85 FEET SOUTHEAST
 KF1171'OF THE CENTER OF THE INTERSECTION OF A CROSS STREET.
 KF1171'
 KF1171'THE SPIRE HAS A GREY TIN ROOF AND IS ON THE TOP OF A 6 FOOT SQUARE
 KF1171'STONE CONSTRUCTED BELFRY.  IT IS ABOUT 120 FEET IN HEIGHT.
 KF1171'
 KF1171'POINT OBSERVED WAS A FINIAL AT THE APEX OF THE SPIRE.
 KF1171
 KF1171                          STATION RECOVERY (1965)
 KF1171
 KF1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1171'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0905 ***********************************************************************
 JG0905  DESIGNATION -  HANSTON ATT MICROWAVE
 JG0905  PID         -  JG0905
 JG0905  STATE/COUNTY-  KS/HODGEMAN
 JG0905  USGS QUAD   -  HANSTON SE (1972)
 JG0905
 JG0905                         *CURRENT SURVEY CONTROL
 JG0905  ___________________________________________________________________
 JG0905* NAD 83(1997)-  38 06 06.46363(N)    099 37 30.66589(W)     ADJUSTED  
 JG0905* NAVD 88     -                                                        
 JG0905  ___________________________________________________________________
 JG0905  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 JG0905  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0905
 JG0905  HORZ ORDER  -  THIRD
 JG0905
 JG0905.The horizontal coordinates were established by classical geodetic methods
 JG0905.and adjusted by the National Geodetic Survey in October 1998..
 JG0905
 JG0905
 JG0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0905
 JG0905.The geoid height was determined by GEOID03.
 JG0905
 JG0905;                    North         East     Units Scale Factor Converg.
 JG0905;SPC KS S     -   559,873.822   301,317.213   MT  0.99994107   -0 41 29.2
 JG0905;UTM  14      - 4,217,294.072   445,186.129   MT  0.99963700   -0 23 08.8
 JG0905
 JG0905                          SUPERSEDED SURVEY CONTROL
 JG0905
 JG0905  NAD 83(1997)-  38 06 06.47149(N)    099 37 30.66518(W) AD(       ) 4
 JG0905  NAD 83(1986)-  38 06 06.47120(N)    099 37 30.66467(W) AD(       ) 4
 JG0905  NAD 27      -  38 06 06.40571(N)    099 37 29.22762(W) AD(       ) 3
 JG0905
 JG0905.Superseded values are not recommended for survey control.
 JG0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0905.See file dsdata.txt to determine how the superseded data were derived.
 JG0905
 JG0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH4518617294(NAD 83)
 JG0905_MARKER: 42 = RADIO/TV MAST
 JG0905
 JG0905  HISTORY     - Date     Condition        Report By
 JG0905  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0905
 JG0905                          STATION DESCRIPTION
 JG0905
 JG0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0905'THE STATION IS THE RED LIGHT ATOP OF THE TOWER, OWNED BY THE
 JG0905'AMERICAN TELEPHONE AND TELEGRAPH CO, LOCATED 5 MILES EAST AND 2
 JG0905'MILES SOUTH OF HANSTON, AND ON THE WEST SIDE OF A GRAVEL ROAD.
 JG0905'
 JG0905'IT IS A FOUR-LEGGED STEEL STRUCTURE, FOUR LARGE REFLECTORS AT THE
 JG0905'TOP OF THE TOWER PAINTED RED AND WHITE, AND HAS AN OVERALL HEIGHT
 JG0905'OF 250 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0908 ***********************************************************************
 JG0908  DESIGNATION -  HANSTON CO OP GRAIN ELEVATOR
 JG0908  PID         -  JG0908
 JG0908  STATE/COUNTY-  KS/HODGEMAN
 JG0908  USGS QUAD   -  HANSTON (1970)
 JG0908
 JG0908                         *CURRENT SURVEY CONTROL
 JG0908  ___________________________________________________________________
 JG0908* NAD 83(1997)-  38 07 18.01698(N)    099 42 46.07648(W)     ADJUSTED  
 JG0908* NAVD 88     -                                                        
 JG0908  ___________________________________________________________________
 JG0908  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 JG0908  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0908
 JG0908  HORZ ORDER  -  THIRD
 JG0908
 JG0908.The horizontal coordinates were established by classical geodetic methods
 JG0908.and adjusted by the National Geodetic Survey in October 1998..
 JG0908
 JG0908
 JG0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0908
 JG0908.The geoid height was determined by GEOID03.
 JG0908
 JG0908;                    North         East     Units Scale Factor Converg.
 JG0908;SPC KS S     -   562,176.050   293,662.257   MT  0.99994224   -0 44 43.1
 JG0908;UTM  14      - 4,219,554.780   437,521.302   MT  0.99964808   -0 26 24.2
 JG0908
 JG0908                          SUPERSEDED SURVEY CONTROL
 JG0908
 JG0908  NAD 83(1997)-  38 07 18.02480(N)    099 42 46.07600(W) AD(       ) 4
 JG0908  NAD 83(1986)-  38 07 18.02433(N)    099 42 46.07521(W) AD(       ) 4
 JG0908  NAD 27      -  38 07 17.95983(N)    099 42 44.62927(W) AD(       ) 3
 JG0908
 JG0908.Superseded values are not recommended for survey control.
 JG0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0908.See file dsdata.txt to determine how the superseded data were derived.
 JG0908
 JG0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH3752119555(NAD 83)
 JG0908_MARKER: 65 = GRAIN ELEVATOR
 JG0908
 JG0908  HISTORY     - Date     Condition        Report By
 JG0908  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0908
 JG0908                          STATION DESCRIPTION
 JG0908
 JG0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0908'THE STATION IS THE TOP CENTER OF THE VENT ATOP THE HEADHOUSE OF THE
 JG0908'ELEVATOR, LOCATED IN THE SOUTHEAST PART OF HANSTON.
 JG0908'
 JG0908'IT IS A LARGE CONCRETE STRUCTURE, PAINTED WHITE, AND HAS AN OVERALL
 JG0908'HEIGHT OF 195 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0909 ***********************************************************************
 JG0909  DESIGNATION -  HANSTON RAD STA KAA 213 TOWER
 JG0909  PID         -  JG0909
 JG0909  STATE/COUNTY-  KS/HODGEMAN
 JG0909  USGS QUAD   -  HANSTON (1970)
 JG0909
 JG0909                         *CURRENT SURVEY CONTROL
 JG0909  ___________________________________________________________________
 JG0909* NAD 83(1997)-  38 07 22.18416(N)    099 42 49.56270(W)     ADJUSTED  
 JG0909* NAVD 88     -                                                        
 JG0909  ___________________________________________________________________
 JG0909  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 JG0909  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0909
 JG0909  HORZ ORDER  -  THIRD
 JG0909
 JG0909.The horizontal coordinates were established by classical geodetic methods
 JG0909.and adjusted by the National Geodetic Survey in October 1998..
 JG0909
 JG0909
 JG0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0909
 JG0909.The geoid height was determined by GEOID03.
 JG0909
 JG0909;                    North         East     Units Scale Factor Converg.
 JG0909;SPC KS S     -   562,305.624   293,579.026   MT  0.99994231   -0 44 45.2
 JG0909;UTM  14      - 4,219,683.870   437,437.407   MT  0.99964820   -0 26 26.4
 JG0909
 JG0909                          SUPERSEDED SURVEY CONTROL
 JG0909
 JG0909  NAD 83(1997)-  38 07 22.19198(N)    099 42 49.56222(W) AD(       ) 4
 JG0909  NAD 83(1986)-  38 07 22.19149(N)    099 42 49.56145(W) AD(       ) 4
 JG0909  NAD 27      -  38 07 22.12430(N)    099 42 48.11456(W) AD(       ) 3
 JG0909
 JG0909.Superseded values are not recommended for survey control.
 JG0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0909.See file dsdata.txt to determine how the superseded data were derived.
 JG0909
 JG0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH3743719684(NAD 83)
 JG0909_MARKER: 43 = RADIO/TV TOWER
 JG0909
 JG0909  HISTORY     - Date     Condition        Report By
 JG0909  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0909
 JG0909                          STATION DESCRIPTION
 JG0909
 JG0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0909'THE STATION IS THE RED LIGHT ATOP OF THE TOWER, LOCATED IN THE
 JG0909'CENTRAL PART OF HANSTON AND OWNED BY THE REA.
 JG0909'
 JG0909'IT IS A FOUR LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE, WITH A
 JG0909'RED LIGHT AND A SMALL ANTENNA AT THE TOP OF THE TOWER, AND HAS AN
 JG0909'OVERALL HEIGHT OF 160 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0907 ***********************************************************************
 JG0907  DESIGNATION -  HANSTON TRI CIRCLE TV MAST
 JG0907  PID         -  JG0907
 JG0907  STATE/COUNTY-  KS/HODGEMAN
 JG0907  USGS QUAD   -  HANSTON (1970)
 JG0907
 JG0907                         *CURRENT SURVEY CONTROL
 JG0907  ___________________________________________________________________
 JG0907* NAD 83(1997)-  38 05 12.91180(N)    099 41 33.16216(W)     ADJUSTED  
 JG0907* NAVD 88     -                                                        
 JG0907  ___________________________________________________________________
 JG0907  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JG0907  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0907
 JG0907  HORZ ORDER  -  THIRD
 JG0907
 JG0907.The horizontal coordinates were established by classical geodetic methods
 JG0907.and adjusted by the National Geodetic Survey in October 1998..
 JG0907
 JG0907
 JG0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0907
 JG0907.The geoid height was determined by GEOID03.
 JG0907
 JG0907;                    North         East     Units Scale Factor Converg.
 JG0907;SPC KS S     -   558,296.329   295,388.686   MT  0.99994027   -0 43 58.3
 JG0907;UTM  14      - 4,215,685.457   439,267.875   MT  0.99964543   -0 25 38.0
 JG0907
 JG0907                          SUPERSEDED SURVEY CONTROL
 JG0907
 JG0907  NAD 83(1997)-  38 05 12.91955(N)    099 41 33.16185(W) AD(       ) 4
 JG0907  NAD 83(1986)-  38 05 12.91895(N)    099 41 33.16117(W) AD(       ) 4
 JG0907  NAD 27      -  38 05 12.85313(N)    099 41 31.71699(W) AD(       ) 3
 JG0907
 JG0907.Superseded values are not recommended for survey control.
 JG0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0907.See file dsdata.txt to determine how the superseded data were derived.
 JG0907
 JG0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH3926815685(NAD 83)
 JG0907_MARKER: 44 = MICROWAVE MAST
 JG0907
 JG0907  HISTORY     - Date     Condition        Report By
 JG0907  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0907
 JG0907                          STATION DESCRIPTION
 JG0907
 JG0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0907'THE STATION IS THE RED LIGHT ATOP OF THE MAST, OWNED BY THE
 JG0907'TRI-CIRCLE TV NETWORK OF GREAT BEND, KANSAS, LOCATED 3 MILES SOUTH
 JG0907'AND 1 MILE EAST OF HANSTON.
 JG0907'
 JG0907'IT IS A SLENDER STEEL STRUCTURE, GUYED, PAINTED RED AND WHITE, TWO
 JG0907'ROUND REFLECTORS AT THE TOP OF THE MAST, AND HAS AN OVERALL HEIGHT
 JG0907'OF ABOUT 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0767 ***********************************************************************
 JG0767  DESIGNATION -  HAPPY
 JG0767  PID         -  JG0767
 JG0767  STATE/COUNTY-  KS/STAFFORD
 JG0767  USGS QUAD   -  HUDSON (1971)
 JG0767
 JG0767                         *CURRENT SURVEY CONTROL
 JG0767  ___________________________________________________________________
 JG0767* NAD 83(1997)-  38 02 34.70696(N)    098 42 41.07005(W)     ADJUSTED  
 JG0767* NAVD 88     -       572.     (meters)    1877.     (feet)  SCALED    
 JG0767  ___________________________________________________________________
 JG0767  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 JG0767  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 JG0767
 JG0767  HORZ ORDER  -  SECOND
 JG0767
 JG0767.The horizontal coordinates were established by classical geodetic methods
 JG0767.and adjusted by the National Geodetic Survey in October 1998..
 JG0767
 JG0767.The orthometric height was scaled from a topographic map.
 JG0767
 JG0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0767
 JG0767.The geoid height was determined by GEOID03.
 JG0767
 JG0767;                    North         East     Units Scale Factor Converg.
 JG0767;SPC KS S     -   552,770.748   381,443.486   MT  0.99993830   -0 07 47.7
 JG0767;UTM  14      - 4,210,622.410   525,322.809   MT  0.99960790   +0 10 40.2
 JG0767
 JG0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0767!SPC KS S     -   0.99991441  x   0.99993830  =   0.99985271
 JG0767!UTM  14      -   0.99991441  x   0.99960790  =   0.99952234
 JG0767
 JG0767|---------------------------------------------------------------------|
 JG0767| PID    Reference Object                     Distance      Geod. Az  |
 JG0767|                                                           dddmmss.s |
 JG0767| CK9796 HAPPY RM 1                           24.072 METERS 04345     |
 JG0767| CK9797 HAPPY RM 2                           23.902 METERS 13420     |
 JG0767| HG0863 ST JOHN MICH WIS PLINE CO MAST      APPROX. 6.6 KM 1940158.9 |
 JG0767| JG0770 ST JOHN MUNICIPAL TANK              APPROX. 6.2 KM 2241650.0 |
 JG0767| CK9795 HAPPY AZ MK                                        2691817.4 |
 JG0767|---------------------------------------------------------------------|
 JG0767
 JG0767                          SUPERSEDED SURVEY CONTROL
 JG0767
 JG0767  NAD 83(1997)-  38 02 34.71396(N)    098 42 41.07060(W) AD(       ) 2
 JG0767  NAD 83(1986)-  38 02 34.71382(N)    098 42 41.06963(W) AD(       ) 2
 JG0767  NAD 27      -  38 02 34.66200(N)    098 42 39.76100(W) AD(       ) 2
 JG0767
 JG0767.Superseded values are not recommended for survey control.
 JG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0767.See file dsdata.txt to determine how the superseded data were derived.
 JG0767
 JG0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH2532310622(NAD 83)
 JG0767_MARKER: DS = TRIANGULATION STATION DISK
 JG0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0767_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0767
 JG0767  HISTORY     - Date     Condition        Report By
 JG0767  HISTORY     - 1953     MONUMENTED       CGS
 JG0767
 JG0767                          STATION DESCRIPTION
 JG0767
 JG0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0767'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF ST. JOHN,
 JG0767'IN SECTION 14, T 23 S, R 13 W, IN THE YARD OF THE HAPPY VALLEY
 JG0767'CHURCH, 114 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH,
 JG0767'56 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE,
 JG0767'AND 27 FEET NORTH OF THE CENTER OF A DIRT ROAD.
 JG0767'
 JG0767'TO REACH THE STATION FROM THE SQUARE IN ST. JOHN, GO EAST FOR
 JG0767'0.8 MILE TO THE JUNCTION WITH U.S. HIGHWAY NO. 281, THEN NORTH
 JG0767'ON NO. 281 FOR 2.7 MILES, THEN EAST ON A DIRT ROAD FOR 1.4 MILES
 JG0767'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST FOR 0.6 MILE
 JG0767'TO THE STATION ON THE LEFT.
 JG0767'
 JG0767'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 JG0767'HAPPY 1953.
 JG0767'
 JG0767'REFERENCE MARK NO. 1 IS 35 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JG0767'OF THE CHURCH, 20 FEET EAST OF THE SOUTHEAST CORNER OF THE
 JG0767'HOUSE, AND 2 FEET NORTHWEST OF A POWER LINE POLE.  IT PROJECTS
 JG0767'3 INCHES, AND THE DISK IS STAMPED HAPPY NO 1 1953.
 JG0767'
 JG0767'REFERENCE MARK NO. 2 IS 46 FEET EAST OF A POWER LINE POLE, 20
 JG0767'FEET SOUTH OF THE CENTER OF THE DIRT ROAD, AND 1 FOOT SOUTHWEST
 JG0767'OF A 4 IN. X 4 IN. WITNESS POST.  IT PROJECTS 6 INCHES, AND THE
 JG0767'DISK IS STAMPED HAPPY NO 2 1953.
 JG0767'
 JG0767'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF THE DIRT ROAD,
 JG0767'AND 2 FEET EAST OF A 4 IN. X 4 IN. WITNESS POST.  IT PROJECTS
 JG0767'6 INCHES, AND THE DISK IS STAMPED HAPPY 1953.
 JG0767'
 JG0767'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0809 ***********************************************************************
 HG0809  DESIGNATION -  HARDESTY 2
 HG0809  PID         -  HG0809
 HG0809  STATE/COUNTY-  KS/KINGMAN
 HG0809  USGS QUAD   -  KINGMAN NW (1967)
 HG0809
 HG0809                         *CURRENT SURVEY CONTROL
 HG0809  ___________________________________________________________________
 HG0809* NAD 83(1997)-  37 43 04.91668(N)    098 14 39.70166(W)     ADJUSTED  
 HG0809* NAVD 88     -       517.35   (+/-2cm)    1697.3    (feet)  VERTCON   
 HG0809  ___________________________________________________________________
 HG0809  X           -    -724,436.109 (meters)                     COMP
 HG0809  Y           -  -4,999,813.618 (meters)                     COMP
 HG0809  Z           -   3,881,033.884 (meters)                     COMP
 HG0809  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 HG0809  ELLIP HEIGHT-         489.28  (meters)          (10/02/98) GPS OBS
 HG0809  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 HG0809
 HG0809  HORZ ORDER  -  SECOND
 HG0809  VERT ORDER  -  THIRD ? (See Below)
 HG0809  ELLP ORDER  -  FOURTH    CLASS I
 HG0809
 HG0809.The horizontal coordinates were established by classical geodetic methods
 HG0809.and adjusted by the National Geodetic Survey in October 1998..
 HG0809.No horizontal observational check was made to the station.
 HG0809
 HG0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0809.The vertical order pertains to the NGVD 29 superseded value.
 HG0809
 HG0809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG0809
 HG0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0809
 HG0809.The ellipsoidal height was determined by GPS observations
 HG0809.and is referenced to NAD 83.
 HG0809
 HG0809.The geoid height was determined by GEOID03.
 HG0809
 HG0809;                    North         East     Units Scale Factor Converg.
 HG0809;SPC KS S     -   516,716.208   422,537.714   MT  0.99994196   +0 09 25.5
 HG0809;UTM  14      - 4,174,799.552   566,596.738   MT  0.99965463   +0 27 44.3
 HG0809
 HG0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0809!SPC KS S     -   0.99992323  x   0.99994196  =   0.99986519
 HG0809!UTM  14      -   0.99992323  x   0.99965463  =   0.99957788
 HG0809
 HG0809                          SUPERSEDED SURVEY CONTROL
 HG0809
 HG0809  NAD 83(1997)-  37 43 04.92293(N)    098 14 39.70465(W) AD(       ) 2
 HG0809  NAD 83(1986)-  37 43 04.92353(N)    098 14 39.70119(W) AD(       ) 2
 HG0809  NAD 27      -  37 43 04.86300(N)    098 14 38.45800(W) AD(       ) 2
 HG0809  NGVD 29 (07/19/86)  517.17   (m)         1696.7    (f) LEVELING    3  
 HG0809
 HG0809.Superseded values are not recommended for survey control.
 HG0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0809.See file dsdata.txt to determine how the superseded data were derived.
 HG0809
 HG0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG6659774800(NAD 83)
 HG0809_MARKER: DS = TRIANGULATION STATION DISK
 HG0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0809_SP_SET: CONCRETE POST
 HG0809_STAMPING: HARDESTY 2 1955
 HG0809_MARK LOGO: CGS   
 HG0809_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0809+STABILITY: SURFACE MOTION
 HG0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0809+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 HG0809
 HG0809  HISTORY     - Date     Condition        Report By
 HG0809  HISTORY     - 1955     MONUMENTED       CGS
 HG0809  HISTORY     - 1955     GOOD             CGS
 HG0809  HISTORY     - 19910402 GOOD             NGS
 HG0809  HISTORY     - 20011203 GOOD             KSDT
 HG0809
 HG0809                          STATION DESCRIPTION
 HG0809
 HG0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 HG0809'STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF CUNNINGHAM,
 HG0809'9 MILES NORTHWEST OF KINGMAN, AND 4 MILES EAST OF PENALOSA,
 HG0809'IN THE NORTHWEST QUARTER OF SEC. 7, T 27 S., R 8 W., ON A
 HG0809'ROAD RIGHT-OF-WAY, 532 FEET EAST OF THE CENTER OF GRAVEL
 HG0809'ROAD, 39 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT
 HG0809'EAST OF A WHITE WITNESS POST AT THE NORTH EDGE OF A CULTIVATED
 HG0809'FIELD WHICH IS OWNED BY MR. HARDESTY.  THE MARK IS FLUSH THE
 HG0809'GROUND AND THE DISK IS STAMPED HARDESTY 2 1955.
 HG0809'
 HG0809'REFERENCE MARK NO. 6 IS 39 FEET SOUTH OF THE CENTER OF A
 HG0809'GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 HG0809'STAMPED HARDESTY 2 NO 6 1955.
 HG0809'
 HG0809'REFERENCE MARK NO. 7 IS 477 FEET EAST OF THE CENTER OF GRAVEL
 HG0809'ROAD AND 39 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD.  THE
 HG0809'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HARDESTY 2 NO 7
 HG0809'1955.
 HG0809'
 HG0809'AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF A GRAVEL ROAD,
 HG0809'31 FEET EAST OF THE CENTER OF A DRIVEWAY TO A FARM, AND 1
 HG0809'FOOT EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 HG0809'INCHES AND THE DISK IS STAMPED HARDESTY 1938 1953.
 HG0809'
 HG0809'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 HG0809'STATE HIGHWAY 14 AT THE TRAFFIC LIGHT IN KINGMAN, GO WEST ON
 HG0809'U.S. HIGHWAY 54 AND STATE HIGHWAY 14 FOR 4.4 MILES TO THE
 HG0809'JUNCTION OF HIGHWAYS.  TURN RIGHT AND GO NORTH ON STATE
 HG0809'HIGHWAY 14 FOR 5.0 MILES TO CROSSROADS.  TURN LEFT AND GO WEST
 HG0809'ON GRAVEL ROAD FOR 2.9 MILES TO THE STATION ON THE LEFT AS
 HG0809'DESCRIBED.
 HG0809'
 HG0809'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.3
 HG0809'MILE TO THE AZIMUTH MARK ON THE RIGHT AT A DRIVEWAY TO FARM
 HG0809'BUILDINGS.
 HG0809'
 HG0809'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HG0809
 HG0809                          STATION RECOVERY (1955)
 HG0809
 HG0809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 HG0809'RECOVERED IN GOOD CONDITION.
 HG0809
 HG0809                          STATION RECOVERY (1991)
 HG0809
 HG0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HG0809'STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHEAST OF CUNNINGHAM, 9 MI
 HG0809'(14.5 KM) NORTHWEST OF KINGMAN, AND 4 MI (6.4 KM) EAST OF PENALOSA,
 HG0809'IN THE NORTHWEST QUARTWER OF SEC. 7, T 27 S., R 8 W., ON THE SOUTH
 HG0809'R-O-W OF COUNTY ROAD 407 AND AT THE NORTH EDGE OF PROPERTY OF MR.
 HG0809'HARDESTY IN 1938.
 HG0809'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE
 HG0809'ROUTE 14 NORTH, LOCATED 4.4 MI (7.1 KM) WEST OF KINGMAN, GO NORTH
 HG0809'ALONG STATE ROUTE 14 FOR 2.5 MI (4.0 KM) TO A RAILROAD CROSSING.
 HG0809'CONTINUE NORTH ALONG STATE ROUTE 14 FOR 2.6 MI (4.2 KM) TO COUNTY
 HG0809'ROAD 607 ON THE LEFT. TURN LEFT, WEST, ALONG COUNTY ROAD FOR 3.0 MI
 HG0809'(4.8 KM) TO THE STATION ON THE LEFT.
 HG0809'STATION IS 36.0 FT (11.0 M) SOUTH OF THE CENTER OF COUNTY ROAD, 1.0 FT
 HG0809'(0.3 M) SOUTHEAST OF A METAL WITNESS POST AND ABOUT 1.0 FT (0.3 M)
 HG0809'ABOVE THE LEVEL OF THE ROAD.
 HG0809
 HG0809                          STATION RECOVERY (2001)
 HG0809
 HG0809'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2001 (LDM)
 HG0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0810 ***********************************************************************
 HG0810  DESIGNATION -  HARDESTY RESET
 HG0810  PID         -  HG0810
 HG0810  STATE/COUNTY-  KS/KINGMAN
 HG0810  USGS QUAD   -  KINGMAN NW (1967)
 HG0810
 HG0810                         *CURRENT SURVEY CONTROL
 HG0810  ___________________________________________________________________
 HG0810* NAD 83(1997)-  37 43 05.02731(N)    098 14 39.71016(W)     ADJUSTED  
 HG0810* NAVD 88     -       517.     (meters)    1696.     (feet)  SCALED    
 HG0810  ___________________________________________________________________
 HG0810  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 HG0810  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 HG0810
 HG0810  HORZ ORDER  -  FIRST
 HG0810
 HG0810.The horizontal coordinates were established by classical geodetic methods
 HG0810.and adjusted by the National Geodetic Survey in October 1998..
 HG0810
 HG0810.The orthometric height was scaled from a topographic map.
 HG0810
 HG0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0810
 HG0810.The geoid height was determined by GEOID03.
 HG0810
 HG0810;                    North         East     Units Scale Factor Converg.
 HG0810;SPC KS S     -   516,719.618   422,537.496   MT  0.99994195   +0 09 25.5
 HG0810;UTM  14      - 4,174,802.960   566,596.503   MT  0.99965463   +0 27 44.3
 HG0810
 HG0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0810!SPC KS S     -   0.99992325  x   0.99994195  =   0.99986521
 HG0810!UTM  14      -   0.99992325  x   0.99965463  =   0.99957791
 HG0810
 HG0810|---------------------------------------------------------------------|
 HG0810| PID    Reference Object                     Distance      Geod. Az  |
 HG0810|                                                           dddmmss.s |
 HG0810| CK9803 HARDESTY RM 2                        49.438 METERS 06632     |
 HG0810| CK9805 HARDESTY RM 4                        18.105 METERS 09347     |
 HG0810| HG0805 KINGMAN MUNICIPAL TANK              APPROX.13.8 KM 1224748.7 |
 HG0810| HG0809 HARDESTY 2                            3.417 METERS 17630     |
 HG0810| CK9806 HARDESTY RM 5                        14.768 METERS 26240     |
 HG0810| CK9801 HARDESTY AZ MK                                     2712826.9 |
 HG0810| CK9804 HARDESTY RM 3                                      3340334.6 |
 HG0810| CK9802 HARDESTY RM 1                        17.639 METERS 35704     |
 HG0810|---------------------------------------------------------------------|
 HG0810
 HG0810                          SUPERSEDED SURVEY CONTROL
 HG0810
 HG0810  NAD 83(1997)-  37 43 05.03359(N)    098 14 39.71315(W) AD(       ) 1
 HG0810  NAD 83(1986)-  37 43 05.03432(N)    098 14 39.70970(W) AD(       ) 1
 HG0810  NAD 27      -  37 43 04.97400(N)    098 14 38.46700(W) AD(       ) 1
 HG0810
 HG0810.Superseded values are not recommended for survey control.
 HG0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0810.See file dsdata.txt to determine how the superseded data were derived.
 HG0810
 HG0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG6659774803(NAD 83)
 HG0810_MARKER: DS = TRIANGULATION STATION DISK
 HG0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0810
 HG0810  HISTORY     - Date     Condition        Report By
 HG0810  HISTORY     - 1938     MONUMENTED       CGS
 HG0810  HISTORY     - 1953     GOOD             CGS
 HG0810  HISTORY     - 1955     GOOD             CGS
 HG0810
 HG0810                          STATION DESCRIPTION
 HG0810
 HG0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0810'STATION IS LOCATED ABOUT 9 MILES, AIRLINE, NORTHWEST OF
 HG0810'KINGMAN, ABOUT 12 MILES NORTHEAST OF CUNNINGHAM, IN THE
 HG0810'NORTHWEST QUARTER OF SECTION 7, T 27 S, R 8 W.  IT IS IN THE
 HG0810'NORTH EDGE OF A FIELD ABOUT 100 YARDS NORTHWEST OF AN OLD
 HG0810'WELL WITH AN IRON PUMP, 150 YARDS EAST OF A SMALL BUNGALOW,
 HG0810'28 FEET SOUTH OF CENTER OF ROAD ON LAND BELONGING TO MR.
 HG0810'HARDESTY.
 HG0810'
 HG0810'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0810'BRONZE DISKS SET IN CONCRETE.
 HG0810'
 HG0810'THE REFERENCE MARKS ARE BOTH ON THE NORTH SIDE OF THE ROAD
 HG0810'ABOUT 25 FEET FROM THE CENTER LINE.
 HG0810'
 HG0810'AZIMUTH MARK (R.M. 3) IS 0.25 MILE NORTH NORTHWEST OF THE
 HG0810'STATION, 1 FOOT EAST OF FENCE ON THE EAST SIDE OF SECTION LINE
 HG0810'ROAD, JUST OPPOSITE A LONE TREE.
 HG0810'
 HG0810'REACHED FROM THE INTERSECTION OF MAIN STREET AND HIGHWAY US
 HG0810'54 IN CUNNINGHAM BY GOING EAST ON US 54 FOR 6.1 MILES TO
 HG0810'SECTION LINE ROAD AT TOP OF SHORT GRADE, THENCE LEFT, NORTH,
 HG0810'5.0 MILES TO TOWN OF PENALOSA.  FROM THE CHURCH IN THE NORTH
 HG0810'EDGE OF TOWN TURN RIGHT, EAST, 4.1 MILES TO STATION, WHICH IS
 HG0810'0.05 MILE EAST OF ROAD INTERSECTION.
 HG0810'
 HG0810'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HG0810
 HG0810                          STATION RECOVERY (1953)
 HG0810
 HG0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0810'THE STATION SURFACE MARK WAS RECOVERED IN POOR CONDITION.  THE
 HG0810'UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  A NEW SURFACE
 HG0810'MARK WAS SET.  THE REFERENCE MARKS AND THE AZIMUTH MARK (R M 3)
 HG0810'WERE DESTROYED BY ROAD GRADING EQUIPMENT.  TWO REFERENCE MARKS
 HG0810'AND AN AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 HG0810'FOLLOWS-
 HG0810'
 HG0810'THE STATION IS ABOUT 12 MILES NORTHEAST OF CUNNINGHAM, 9
 HG0810'MILES NORTHWEST OF KINGMAN, 4 MILES EAST OF PENALOSA, IN THE
 HG0810'NORTHWEST QUARTER OF SEC. 7, T 27 S, R 8 W, ON LAND OWNED
 HG0810'BY MR. HARDESTY.  IT IS 32 FEET SOUTH OF THE CENTER OF A GRAVELED
 HG0810'ROAD, 3 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD AND
 HG0810'2 FEET EAST OF A 4 X 4 INCH WHITE WITNESS POST.
 HG0810'
 HG0810'TO REACH THE STATION FROM THE SCHOOL AND CHURCH AT THE MAIN
 HG0810'CROSSROADS IN PENALOSA, GO EAST ON A GRAVELED ROAD FOR 3.6
 HG0810'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST 0.3 MILE
 HG0810'TO THE STATION ON THE RIGHT.
 HG0810'
 HG0810'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HG0810'HARDESTY 1938-1953.
 HG0810'
 HG0810'REFERENCE MARK 4 IS AT THE NORTH EDGE OF A CULTIVATED FIELD
 HG0810'AND 36 FEET SOUTH OF THE CENTER OF THE ROAD.  THE MARK IS
 HG0810'FLUSH WITH THE GROUND AND THE DISK IS STAMPED HARDESTY NO 4
 HG0810'1938-1953.
 HG0810'
 HG0810'REFERENCE MARK 5 IS AT THE NORTH EDGE OF THE CULTIVATED FIELD
 HG0810'AND 35 FEET SOUTH OF THE CENTER OF THE ROAD.  THE MARK IS FLUSH
 HG0810'WITH THE GROUND AND THE DISK IS STAMPED HARDESTY NO 5 1938-1953.
 HG0810'
 HG0810'THE AZIMUTH MARK IS 49 FEET NORTHEAST OF THE CENTER OF A
 HG0810'T-INTERSECTION, 5 FEET NORTHEAST OF A POWERLINE POLE AND 5
 HG0810'FEET NORTHEAST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK
 HG0810'PROJECTS 2 INCHES AND THE DISK IS STAMPED HARDESTY 1938-1953.
 HG0810
 HG0810                          STATION RECOVERY (1955)
 HG0810
 HG0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 HG0810'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HG0810'IN GOOD CONDITION AS DESCRIBED BY J.C.M. IN 1953.  ROAD
 HG0810'CONSTRUCTION WILL DESTROY THE STATION AND BOTH REFERENCE MARKS.
 HG0810'THESE MARKS WERE MOVED AS REQUESTED BY MR. ALBERT REEVES,
 HG0810'KINGMAN COUNTY ENGINEER, AND A NEW STATION.  HARDESTY 2, WAS
 HG0810'ESTABLISHED.  FOR DETAILS, SEE DESCRIPTION OF HARDESTY 2.
 HG0810'
 HG0810'NOTE- IT IS PROBLEMATICAL WHETHER THE UNDERGROUND STATION MARK
 HG0810'FOR HARDESTY 1938 WILL REMAIN IN PLACE AFTER THE ROAD
 HG0810'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0700 ***********************************************************************
 KG0700  DESIGNATION -  HARDILEE
 KG0700  PID         -  KG0700
 KG0700  STATE/COUNTY-  KS/SMITH
 KG0700  USGS QUAD   -  ATHOL (1973)
 KG0700
 KG0700                         *CURRENT SURVEY CONTROL
 KG0700  ___________________________________________________________________
 KG0700* NAD 83(1997)-  39 50 52.83172(N)    098 57 02.98812(W)     ADJUSTED  
 KG0700* NAVD 88     -       615.8    (meters)    2020.     (feet)  VERTCON   
 KG0700  ___________________________________________________________________
 KG0700  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 KG0700  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 KG0700
 KG0700  HORZ ORDER  -  SECOND
 KG0700
 KG0700.The horizontal coordinates were established by classical geodetic methods
 KG0700.and adjusted by the National Geodetic Survey in October 1998..
 KG0700
 KG0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0700
 KG0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0700
 KG0700.The geoid height was determined by GEOID03.
 KG0700
 KG0700;                    North         East     Units Scale Factor Converg.
 KG0700;SPC KS N     -   168,580.549   318,625.811   MT  1.00001113   -0 36 05.8
 KG0700;UTM  14      - 4,410,889.062   504,206.425   MT  0.99960022   +0 01 53.4
 KG0700
 KG0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0700!SPC KS N     -   0.99990743  x   1.00001113  =   0.99991856
 KG0700!UTM  14      -   0.99990743  x   0.99960022  =   0.99950768
 KG0700
 KG0700                          SUPERSEDED SURVEY CONTROL
 KG0700
 KG0700  NAD 83(1997)-  39 50 52.83625(N)    098 57 02.98569(W) AD(       ) 2
 KG0700  NAD 83(1986)-  39 50 52.83962(N)    098 57 02.98717(W) AD(       ) 2
 KG0700  NAD 27      -  39 50 52.79400(N)    098 57 01.68600(W) AD(       ) 2
 KG0700  NGVD 29 (07/19/86)  615.6    (m)         2020.     (f) VERT ANG       
 KG0700
 KG0700.Superseded values are not recommended for survey control.
 KG0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0700.See file dsdata.txt to determine how the superseded data were derived.
 KG0700
 KG0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK0420610889(NAD 83)
 KG0700_MARKER: V = STONE MONUMENT
 KG0700_SETTING: 0 = UNSPECIFIED SETTING
 KG0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0700
 KG0700  HISTORY     - Date     Condition        Report By
 KG0700  HISTORY     - 1897     MONUMENTED       USGS
 KG0700  HISTORY     - 1897     SEE DESCRIPTION  CGS
 KG0700  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KG0700  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KG0700
 KG0700                          STATION DESCRIPTION
 KG0700
 KG0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (FDG)
 KG0700'THIS STATION IS DESCRIBED ON PAGE 193 OF BULLETIN 122 AS FOLLOWS-
 KG0700'IN SMITH CO., KANS., ON THE HIGHEST POINT OF GROUND IN SEC. 20, T.
 KG0700'2, R. 14, NEAR THE CENTER OF THE SE 1/4.  PERMANENT MARK- WHITE
 KG0700'SANDSTONE ROCK, MARKED WITH A CROSS AND U.S.G.S.
 KG0700
 KG0700                          STATION RECOVERY (1934)
 KG0700
 KG0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KG0700'NEAR THE CENTER OF THE SOUTHWEST QUARTER OF SEC. 20, T. 2 S., R.
 KG0700'14 W., ON HIGHEST HILL IN THIS VICINITY, ON THE PROPERTY OF
 KG0700'ERNEST BRIEN.  A WHITE MAGNESIA STONE ABOUT 15 BY 13-BY 4-1/2
 KG0700'INCHES IN A SLANTING POSITION LAY OVER OR IN A DEPRESSION.  IT
 KG0700'CONTAINED NO LETTERS OR CROSS MARK.  BROKEN GLASS APPARENTLY FROM
 KG0700'A BOTTLE WAS SCATTERED AROUND.  A HOLE ABOUT 18 INCHES IN
 KG0700'DIAMETER WAS DUG 3 FEET DEEP, BUT NOTHING CONVINCING WAS
 KG0700'DISCOVERED.  THE SURFACE STONE WAS REPLACED IN THE POSITION AS
 KG0700'FOUND.  THE BATTERED END OF A BOILER FLUE IS ABOUT 15 INCHES
 KG0700'NORTH OF THE STONE AND STANDS ABOUT 6 INCHES HIGH.  AT
 KG0700'CERTAIN TIMES OF THE YEAR IT IS USED TO HOLD A FLAG UPRIGHT
 KG0700'AND IS THE CENTER OF A COYOTE ROUNDUP.
 KG0700
 KG0700                          STATION RECOVERY (1935)
 KG0700
 KG0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 KG0700'THIS STATION WAS NOT RECOVERED, THOUGH THE SITE VISITED WAS
 KG0700'UNDOUBTEDLY THE LOCATION OF THE ORIGINAL STATION.  IT IS NEAR THE
 KG0700'CENTER OF THE SOUTHWEST QUARTER OF SEC. 20, T. 2 S., R. 14 W., ON
 KG0700'HIGHEST HILL IN THE VICINITY, ON PROPERTY OWNED BY MR. ERNEST
 KG0700'BRIEN.  THE APPROXIMATE SITE IS WELL AND PERMANENTLY MARKED BY A
 KG0700'SECTION OF AN OLD BOILER TUBE, SET IN THE GROUND ABOUT 15 INCHES
 KG0700'NORTH OF THE POINT, SUPPOSED TO BE THE ORIGINAL LOCATION OF THE
 KG0700'STATION.
 KG0700'
 KG0700'TO REACH FROM SMITH CENTER, GO WEST ON U.S. HIGHWAY 36 FOR 8
 KG0700'MILES, TURN NORTH ON GRAVEL COUNTY HIGHWAY AND GO 5 MILES, TURN
 KG0700'WEST ON SECTION ROAD WHICH IS VERY BAD AND HILLY, AND GO ABOUT
 KG0700'0.6 MILE.  THE STATION SITE IS ON HIGH HILL ABOUT 1/2 MILE
 KG0700'NORTH.
 KG0700'
 KG0700'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1160 ***********************************************************************
 HE1160  DESIGNATION -  HARDING
 HE1160  PID         -  HE1160
 HE1160  STATE/COUNTY-  KS/BOURBON
 HE1160  USGS QUAD   -  DEVON (1958)
 HE1160
 HE1160                         *CURRENT SURVEY CONTROL
 HE1160  ___________________________________________________________________
 HE1160* NAD 83(1997)-  37 58 06.53129(N)    094 49 20.52658(W)     ADJUSTED  
 HE1160* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 HE1160  ___________________________________________________________________
 HE1160  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 HE1160  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 HE1160
 HE1160  HORZ ORDER  -  SECOND
 HE1160
 HE1160.The horizontal coordinates were established by classical geodetic methods
 HE1160.and adjusted by the National Geodetic Survey in October 1998..
 HE1160
 HE1160.The orthometric height was scaled from a topographic map.
 HE1160
 HE1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1160
 HE1160.The geoid height was determined by GEOID03.
 HE1160
 HE1160;                    North         East     Units Scale Factor Converg.
 HE1160;SPC KS S     -   550,853.831   723,049.261   MT  0.99993631   +2 15 36.0
 HE1160;UTM  15      - 4,203,884.397   339,925.834   MT  0.99991560   -1 07 17.1
 HE1160
 HE1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1160!SPC KS S     -   0.99995660  x   0.99993631  =   0.99989292
 HE1160!UTM  15      -   0.99995660  x   0.99991560  =   0.99987221
 HE1160
 HE1160|---------------------------------------------------------------------|
 HE1160| PID    Reference Object                     Distance      Geod. Az  |
 HE1160|                                                           dddmmss.s |
 HE1160| CN6363 HARDING RM 1                         16.442 METERS 25129     |
 HE1160| CN6364 HARDING RM 2                         15.631 METERS 34137     |
 HE1160| CN6362 HARDING AZ MK                                      3532356.2 |
 HE1160|---------------------------------------------------------------------|
 HE1160
 HE1160                          SUPERSEDED SURVEY CONTROL
 HE1160
 HE1160  NAD 83(1997)-  37 58 06.53888(N)    094 49 20.52454(W) AD(       ) 2
 HE1160  NAD 83(1986)-  37 58 06.53948(N)    094 49 20.52146(W) AD(       ) 2
 HE1160  NAD 27      -  37 58 06.40100(N)    094 49 19.66300(W) AD(       ) 2
 HE1160
 HE1160.Superseded values are not recommended for survey control.
 HE1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1160.See file dsdata.txt to determine how the superseded data were derived.
 HE1160
 HE1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3992603884(NAD 83)
 HE1160_MARKER: DS = TRIANGULATION STATION DISK
 HE1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1160
 HE1160  HISTORY     - Date     Condition        Report By
 HE1160  HISTORY     - 1948     MONUMENTED       CGS
 HE1160  HISTORY     - 1970     GOOD             NGS
 HE1160
 HE1160                          STATION DESCRIPTION
 HE1160
 HE1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE1160'THE STATION IS LOCATED ABOUT 11.0 MILES NORTHWEST OF FORT
 HE1160'SCOTT AND 6.0 MILES SOUTHWEST OF FULTON ON THE EAST END
 HE1160'OF A PROMINENT NORTHWEST-SOUTHEAST RIDGE OVERLOOKING VALLEY
 HE1160'AND STATE ROUTE NO 7 TO THE EAST AND ON LAND OWNED BY THE
 HE1160'MORTIN MILLER INSURANCE COMPANY OF FORT SCOTT.  IT IS ABOUT
 HE1160'40 FEET ABOVE AND 75 FEET WEST OF STATE ROUTE NO 7 AND 30
 HE1160'FEET WEST OF FENCE LINE.  IT IS STAMPED HARDING 1948 AND
 HE1160'SET FLUSH WITH THE GROUND SURFACE.
 HE1160'
 HE1160'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION AND APPROXIMATELY
 HE1160'ON THE SAME ELEVATION AS STATION.  IT IS STAMPED HARDING
 HE1160'NO 1 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 HE1160'
 HE1160'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET ON
 HE1160'THE NORTH SLOPE OF THE RIDGE AND ABOUT 18 INCHES LOWER IN
 HE1160'ELEVATION THAN THE STATION.  IT IS STAMPED HARDING NO 2
 HE1160'1948 AND SET FLUSH WITH THE GROUND SURFACE.
 HE1160'
 HE1160'THE AZIMUTH MARK IS ABOUT 0.6 MILES NORTH-NORTHWEST OF THE
 HE1160'STATION, 33 FEET NORTH OF DRIVEWAY TO SMALL WHITE PAINTED
 HE1160'FARM HOUSE, 20 FEET WEST OF THE CENTER OF STATE ROUTE NO
 HE1160'7, 6 FEET SOUTH OF FENCE CORNER AND 2 FEET SOUTH OF WITNESS
 HE1160'POST.  IT IS STAMPED HARDING 1948 AND PROJECTS 3 INCHES.
 HE1160'
 HE1160'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 HE1160'AND STATE ROUTE 31 IN FULTON, GO WEST ON STATE ROUTE 31
 HE1160'FOR 6.4 MILES TO THE JUNCTION WITH STATE ROUTE NO 7, TURN
 HE1160'LEFT AND GO SOUTH ON STATE ROUTE NO 7 FOR 2.5 MILES TO THE
 HE1160'AZIMUTH MARK ON THE WEST SIDE AS DESCRIBED, CONTINUE SOUTH
 HE1160'ON NO 7 FOR 0.6 MILES TO WIRE GATE IN FENCE LINE ON WEST
 HE1160'SIDE OF THE ROAD, PASS THROUGH GATE AND FOLLOW TRACK ROAD
 HE1160'UP HILL TO TOP OF RIDGE, THEN SHARP LEFT FOR ABOUT 300 FEET
 HE1160'TO THE EAST END AND STATION AS DESCRIBED.
 HE1160'
 HE1160'A 74 FOOT SIGNAL AT STATION MOUND CITY IS VISIBLE AT 20 FEET.
 HE1160'
 HE1160'A 4 FOOT SIGNAL AT STATION FULTON IS VISIBLE AT 20 FEET.
 HE1160'
 HE1160'A 74 FOOT SIGNAL AT STATION RICHARDSON 1934 IS VISIBLE AT 20 FEET.
 HE1160'
 HE1160'A 74 FOOT SIGNAL AT STATION HAMMOND IS VISIBLE AT 20 FEET.
 HE1160'
 HE1160'A 74 FOOT SIGNAL AT STATION CENTRAL 1940 IS VISIBLE AT 20 FEET.
 HE1160'
 HE1160'A 74 FOOT SIGNAL AT STATION POPULAR IS VISIBLE AT 37 FEET.
 HE1160'
 HE1160'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HE1160
 HE1160                          STATION RECOVERY (1970)
 HE1160
 HE1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HE1160'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 HE1160'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HE1160'FOUND IN GOOD CONDITION.
 HE1160'
 HE1160'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 HE1160'
 HE1160'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 HE1160'
 HE1160'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 69 AND
 HE1160'STATE HIGHWAY 31 IN FULTON, GO WEST ON STATE HIGHWAY 31 FOR 5.55
 HE1160'MILES TO THE JUNCTION OF STATE HIGHWAYS 7 AND 31.  TURN LEFT AND
 HE1160'GO WEST ON STATE HIGHWAYS 7 AND 31 FOR 0.95 MILE TO WHERE STATE
 HE1160'HIGHWAY 7 TURNS SOUTH.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 7
 HE1160'FOR 2.7 MILES TO A HOUSE AND THE AZIMUTH MARK ON THE RIGHT.
 HE1160'CONTINUE SOUTH ON STATE HIGHWAY 7 FOR 0.65 MILE TO A HOUSE ON
 HE1160'THE LEFT AND THE STATION ON RIGHT ON THE TOP OF HILL ABOUT 75
 HE1160'FEET WEST OF THE HIGHWAY.
 HE1160'
 HE1160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 HE1160'SOUTHWEST OF FULTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0818 ***********************************************************************
 KG0818  DESIGNATION -  HARDMAN
 KG0818  PID         -  KG0818
 KG0818  STATE/COUNTY-  KS/NORTON
 KG0818  USGS QUAD   -  EDMOND NW (1978)
 KG0818
 KG0818                         *CURRENT SURVEY CONTROL
 KG0818  ___________________________________________________________________
 KG0818* NAD 83(1997)-  39 39 40.19851(N)    099 58 03.20821(W)     ADJUSTED  
 KG0818* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 KG0818  ___________________________________________________________________
 KG0818  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 KG0818  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 KG0818
 KG0818  HORZ ORDER  -  FIRST
 KG0818
 KG0818.The horizontal coordinates were established by classical geodetic methods
 KG0818.and adjusted by the National Geodetic Survey in October 1998..
 KG0818
 KG0818.The orthometric height was scaled from a topographic map.
 KG0818
 KG0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0818
 KG0818.The geoid height was determined by GEOID03.
 KG0818
 KG0818;                    North         East     Units Scale Factor Converg.
 KG0818;SPC KS N     -   149,242.499   231,171.391   MT  0.99998246   -1 14 41.6
 KG0818;UTM  14      - 4,390,598.393   417,002.048   MT  0.99968481   -0 37 03.3
 KG0818
 KG0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0818!SPC KS N     -   0.99989264  x   0.99998246  =   0.99987510
 KG0818!UTM  14      -   0.99989264  x   0.99968481  =   0.99957749
 KG0818
 KG0818|---------------------------------------------------------------------|
 KG0818| PID    Reference Object                     Distance      Geod. Az  |
 KG0818|                                                           dddmmss.s |
 KG0818| CN8721 HARDMAN RM 1                        195.925 METERS 02832     |
 KG0818| CN8722 HARDMAN RM 2                        218.002 METERS 09041     |
 KG0818| CN8720 HARDMAN AZ MK                                      1690411.3 |
 KG0818| KH0729 LENORA MUNICIPAL TANK               APPROX. 6.8 KM 2071338.2 |
 KG0818| KH0731 NEW ALMELO ST JOSEPH CATH CH        APPROX.14.8 KM 2400801.9 |
 KG0818|---------------------------------------------------------------------|
 KG0818
 KG0818                          SUPERSEDED SURVEY CONTROL
 KG0818
 KG0818  NAD 83(1997)-  39 39 40.20108(N)    099 58 03.20862(W) AD(       ) 1
 KG0818  NAD 83(1986)-  39 39 40.20366(N)    099 58 03.21076(W) AD(       ) 1
 KG0818  NAD 27      -  39 39 40.18400(N)    099 58 01.75700(W) AD(       ) 1
 KG0818
 KG0818.Superseded values are not recommended for survey control.
 KG0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0818.See file dsdata.txt to determine how the superseded data were derived.
 KG0818
 KG0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ1700290598(NAD 83)
 KG0818_MARKER: DS = TRIANGULATION STATION DISK
 KG0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0818
 KG0818  HISTORY     - Date     Condition        Report By
 KG0818  HISTORY     - 1934     MONUMENTED       CGS
 KG0818  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KG0818
 KG0818                          STATION DESCRIPTION
 KG0818
 KG0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0818'STATION IS IN THE SOUTHEAST QUARTER OF SEC. 36, T. 4 S., R. 24
 KG0818'W., IN HIGHLAND TOWNSHIP, 1-3/4 MILES EAST AND 3-1/2 MILES NORTH
 KG0818'OF LENORA, ON TOP OF SMALL FLAT KNOLL, ON LAND OWNED BY MR. JOHN
 KG0818'HARDMAN, 750 FEET WEST OF CENTERLINE OF NORTH-SOUTH SECTION-LINE
 KG0818'ROAD, ABOUT 500 FEET EAST OF THE NORTHEAST CORNER OF FENCE, IN
 KG0818'LINE WITH TWO EAST-WEST FENCE LINES ON THE EAST AND WEST SIDES
 KG0818'OF ROAD, AND IS 16 INCHES UNDERGROUND.
 KG0818'
 KG0818'TO REACH STATION FROM DEPOT IN NORTON, GO WEST ON U.S. HIGHWAY 36
 KG0818'FOR 2.0 MILES, TURN LEFT (SOUTH), GO 2.0 MILES, TURN RIGHT (WEST),
 KG0818'GO 1.0 MILE AND TURN LEFT (SOUTH) JUST BEFORE REACHING SMALL
 KG0818'BRIDGE OVER CREEK, AND GO 10.2 MILES TO EAST-WEST ROAD, TURN
 KG0818'RIGHT (WEST), GO 1.0 MILE TO CROSS ROAD, TURN RIGHT (NORTH) AND
 KG0818'GO 0.4 MILE, TURN LEFT (WEST) TAKING DOWN TWO PARALLEL FENCES
 KG0818'ABOUT 15 FEET APART AND GO 0.15 MILE TO TOP OF SMALL FLAT KNOLL
 KG0818'AND STATION.
 KG0818'
 KG0818'REFERENCE MARK NO. 1 IS ABOUT 200 FEET WEST OF CENTERLINE OF
 KG0818'NORTH-SOUTH SECTION ROAD, IN EAST-WEST FENCE LINE, AND PROJECTS
 KG0818'12 INCHES ABOVE GROUND.
 KG0818'
 KG0818'REFERENCE MARK NO. 2 IS 45 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 KG0818'SECTION ROAD, ABOUT 100 FEET SOUTH OF TOP OF GRADE, IN THE WEST
 KG0818'NORTH-SOUTH FENCE LINE, AND PROJECTS 10 INCHES ABOVE GROUND.
 KG0818'
 KG0818'TO REACH AZIMUTH MARK FROM STATION, GO EAST 0.15 MILE TO ROAD,
 KG0818'TURN RIGHT (SOUTH) AND GO 0.8 MILE TO MARK, WHICH IS 30 FEET EAST
 KG0818'OF CENTERLINE OF NORTH-SOUTH ROAD, IN NORTH-SOUTH FENCELINE, ABOUT
 KG0818'500 FEET NORTH OF HOUSE ON EAST, AND PROJECTS 8 INCHES ABOVE
 KG0818'GROUND.
 KG0818'
 KG0818'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KG0818
 KG0818                          STATION RECOVERY (1950)
 KG0818
 KG0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0818'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO.
 KG0818'2 WERE FOUND AS DESCRIBED AND ARE IN GOOD CONDITION.  THE STATION
 KG0818'MARK WAS LOWERED AT THE OWNERS REQUEST.
 KG0818'
 KG0818'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KG0818'
 KG0818'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH AND 2.0 MILES NORTH
 KG0818'OF LENORA ON THE TOP OF A HIGH FLAT KNOLL IN A CULTIVATED FIELD
 KG0818'ON LAND OWNED BY MR. JOHN HARDMAN.  IT IS ABOUT 250 YARDS WEST
 KG0818'OF THE CENTER OF A GRADED ROAD, 185 YARDS SOUTH OF AN EAST-WEST
 KG0818'FENCE AND 165 YARDS EAST OF A FENCE CORNER.  THERE IS HIGHER
 KG0818'GROUND ABOUT 250 YARDS TO THE WEST OF THE STATION.  IT IS SET 18
 KG0818'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED HARDMAN
 KG0818'1934-1950.
 KG0818'
 KG0818'REFERENCE MARK NO. 1 IS ABOUT 10 FEET BELOW THE ELEVATION OF
 KG0818'STATION, 400 FEET WEST OF THE CENTER OF A GRADED ROAD AND 1.0
 KG0818'FOOT SOUTH OF AN EAST-WEST FENCE AT THE NORTH EDGE OF THE FIELD.
 KG0818'IT PROJECTS 8 INCHES AND IS STAMPED HARDMAN NO 1 1934.
 KG0818'
 KG0818'REFERENCE MARK NO. 2 IS ACROSS A DRAW FROM THE STATION ON A LOW
 KG0818'RIDGE AND IS ABOUT 10 FEET BELOW THE ELEVATION OF THE STATION.
 KG0818'IT IS 50.0 FEET WEST OF THE CENTER OF A GRADED ROAD AND 34.0
 KG0818'FEET SOUTH OF THE CENTER OF A TRACK ROAD INTO THE FIELD.  IT
 KG0818'PROJECTS 4 INCHES AND IS STAMPED HARDMAN NO 2 1934.
 KG0818'
 KG0818'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KG0818'2 IS 703.70 FEET.
 KG0818'
 KG0818'THE AZIMUTH MARK IS ABOUT 500 FEET NORTH OF AN ABANDONED HOUSE,
 KG0818'21.0 FEET EAST OF THE CENTER OF A GRADED ROAD, 1.5 FEET WEST
 KG0818'OF A FENCE AND 1.0 FOOT NORTH OF A WITNESS POST.  IT PROJECTS 6
 KG0818'INCHES AND IS STAMPED HARDMAN AIZ 1934.
 KG0818'
 KG0818'TO REACH THE STATION FROM THE CROSS-STREET JUST EAST OF THE
 KG0818'POST OFFICE IN LENORA, GO NORTH ON A GRADED STREET FOR 0.45 MILE
 KG0818'TO THE JUNCTION WITH STATE HIGHWAY NO. 9.  HERE TURN RIGHT AND GO
 KG0818'EAST ON STATE HIGHWAY NO. 9 FOR 2.0 MILES TO A CROSSROAD, TURN
 KG0818'LEFT AND GO NORTH ON A GRADED ROAD FOR 2.3 MILES TO A POINT JUST
 KG0818'AFTER PASSING AN ABANDONED HOUSE ON THE RIGHT AND THE AZIMUTH
 KG0818'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON A
 KG0818'GRADED ROAD FOR 0.8 MILE TO A TRACK ROAD ON THE LEFT LEADING INTO A
 KG0818'FIELD, TURN LEFT ON TRACK ROAD AND GO WEST 0.15 MILE TO THE
 KG0818'TOP OF THE KNOLL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0847 ***********************************************************************
 HG0847  DESIGNATION -  HARDTNER MUNICIPAL WATER TANK
 HG0847  PID         -  HG0847
 HG0847  STATE/COUNTY-  KS/BARBER
 HG0847  USGS QUAD   -  HARDTNER (1973)
 HG0847
 HG0847                         *CURRENT SURVEY CONTROL
 HG0847  ___________________________________________________________________
 HG0847* NAD 83(1997)-  37 01 09.21303(N)    098 38 59.03574(W)     ADJUSTED  
 HG0847* NAVD 88     -                                                        
 HG0847  ___________________________________________________________________
 HG0847  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HG0847  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HG0847
 HG0847  HORZ ORDER  -  THIRD
 HG0847
 HG0847.The horizontal coordinates were established by classical geodetic methods
 HG0847.and adjusted by the National Geodetic Survey in October 1998..
 HG0847
 HG0847
 HG0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0847
 HG0847.The geoid height was determined by GEOID03.
 HG0847
 HG0847;                    North         East     Units Scale Factor Converg.
 HG0847;SPC KS S     -   439,140.224   386,674.682   MT  1.00005784   -0 05 31.3
 HG0847;SPC OK N     -   224,245.331   542,178.022   MT  1.00005584   -0 23 00.4
 HG0847;SPC OK N     -   735,711.56  1,778,795.73   sFT  1.00005584   -0 23 00.4
 HG0847;UTM  14      - 4,097,062.501   531,157.661   MT  0.99961196   +0 12 39.2
 HG0847
 HG0847                          SUPERSEDED SURVEY CONTROL
 HG0847
 HG0847  NAD 83(1997)-  37 01 09.21259(N)    098 38 59.03686(W) AD(       ) 4
 HG0847  NAD 83(1986)-  37 01 09.21635(N)    098 38 59.02505(W) AD(       ) 4
 HG0847  NAD 27      -  37 01 09.11438(N)    098 38 57.72452(W) AD(       ) 3
 HG0847
 HG0847.Superseded values are not recommended for survey control.
 HG0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0847.See file dsdata.txt to determine how the superseded data were derived.
 HG0847
 HG0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF3115897063(NAD 83)
 HG0847_MARKER: 51 = TANK
 HG0847
 HG0847  HISTORY     - Date     Condition        Report By
 HG0847  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0847
 HG0847                          STATION DESCRIPTION
 HG0847
 HG0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0847'POINT OBSERVED UPON IS THE FINIAL ATOP 100-FOOT SILVER MUNICIPAL
 HG0847'WATER TANK ERECTED IN 1934 AND LOCATED IN THE NORTH PORTION
 HG0847'OF THE TOWN.
 HG0847'
 HG0847'STATION OBSERVED UPON FROM DREYER, KANOK, BURNS AND SMELLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LG0750 ***********************************************************************
 LG0750  DESIGNATION -  HARDY
 LG0750  PID         -  LG0750
 LG0750  STATE/COUNTY-  KS/REPUBLIC
 LG0750  USGS QUAD   -  HARDY (1974)
 LG0750
 LG0750                         *CURRENT SURVEY CONTROL
 LG0750  ___________________________________________________________________
 LG0750* NAD 83(1997)-  40 00 06.03498(N)    097 55 05.01997(W)     ADJUSTED  
 LG0750* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 LG0750  ___________________________________________________________________
 LG0750  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 LG0750  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 LG0750
 LG0750  HORZ ORDER  -  SECOND
 LG0750
 LG0750.The horizontal coordinates were established by classical geodetic methods
 LG0750.and adjusted by the National Geodetic Survey in October 1998..
 LG0750
 LG0750.The orthometric height was scaled from a topographic map.
 LG0750
 LG0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0750
 LG0750.The geoid height was determined by GEOID03.
 LG0750
 LG0750;                    North         East     Units Scale Factor Converg.
 LG0750;SPC KS N     -   185,219.147   406,997.205   MT  1.00004272   +0 03 06.6
 LG0750;SPC NE       -    20,832.754   677,763.129   MT  0.99999924   +1 22 46.9
 LG0750;UTM  14      - 4,428,503.826   592,352.686   MT  0.99970500   +0 41 43.9
 LG0750
 LG0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0750!SPC KS N     -   0.99993004  x   1.00004272  =   0.99997276
 LG0750!SPC NE       -   0.99993004  x   0.99999924  =   0.99992928
 LG0750!UTM  14      -   0.99993004  x   0.99970500  =   0.99963506
 LG0750
 LG0750|---------------------------------------------------------------------|
 LG0750| PID    Reference Object                     Distance      Geod. Az  |
 LG0750|                                                           dddmmss.s |
 LG0750| CN8725 HARDY RM 1                           14.870 METERS 02605     |
 LG0750| CN8724 HARDY AZ MK RESET                                  2535101.6 |
 LG0750| CN8723 HARDY AZ MK                                        2742507.1 |
 LG0750| LH1169 SUPERIOR MUNICIPAL TANK             APPROX.13.0 KM 2843306.2 |
 LG0750| CN8726 HARDY RM 2                           27.713 METERS 29356     |
 LG0750|---------------------------------------------------------------------|
 LG0750
 LG0750                          SUPERSEDED SURVEY CONTROL
 LG0750
 LG0750  NAD 83(1997)-  40 00 06.03498(N)    097 55 05.02010(W) AD(       ) 2
 LG0750  NAD 83(1986)-  40 00 06.03977(N)    097 55 05.02059(W) AD(       ) 2
 LG0750  NAD 27      -  40 00 05.99400(N)    097 55 03.86700(W) AD(       ) 2
 LG0750
 LG0750.Superseded values are not recommended for survey control.
 LG0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0750.See file dsdata.txt to determine how the superseded data were derived.
 LG0750
 LG0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK9235328504(NAD 83)
 LG0750_MARKER: DS = TRIANGULATION STATION DISK
 LG0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0750
 LG0750  HISTORY     - Date     Condition        Report By
 LG0750  HISTORY     - 1947     MONUMENTED       CGS
 LG0750  HISTORY     - 1965     GOOD             CGS
 LG0750  HISTORY     - 1966     GOOD             CGS
 LG0750
 LG0750                          STATION DESCRIPTION
 LG0750
 LG0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0750'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF WARWICK, 0.8 MILE
 LG0750'SOUTHEAST OF HARDY, 0.15 MILE WEST OF A FARM HOME, 42 FEET
 LG0750'SOUTH OF THE SOUTH RAIL OF THE M.P. RR TRACK, 17.5 FEET
 LG0750'SOUTHWEST OF A WOVEN WIRE FENCE CORNER.  IT IS IN THE NORTHEAST
 LG0750'CORNER OF A FEED LOT AND IS 14 INCHES BELOW THE SURFACE OF THE
 LG0750'GROUND.  IT IS STAMPED HARDY 1947.
 LG0750'
 LG0750'REFERENCE MARK NO. 1 IS DIRECTLY UNDER A TELEPHONE LINE,
 LG0750'25.2 FEET SOUTH OF THE SOUTH RAIL OF THE M.P RR TRACK AND 23.5
 LG0750'FEET NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 4 INCHES
 LG0750'AND IS STAMPED HARDY NO 1 1947.
 LG0750'
 LG0750'REFERENCE MARK NO. 2 IS DIRECTLY UNDER A TELEPHONE LINE, 25.5
 LG0750'FEET SOUTH OF THE SOUTH RAIL OF THE M.P. RR TRACK AND 23.5 FEET
 LG0750'NORTH OF AN EAST-WEST FENCE LINE.  IT PROJECTS 1 INCH AND IS
 LG0750'STAMPED HARDY NO 2 1947.
 LG0750'
 LG0750'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 32 FEET NORTH
 LG0750'OF THE CENTER OF THE KANSAS-NEBRASKA STATE LINE ROAD, AND 2.5
 LG0750'FEET EAST OF A POWER LINE POLE.  IT PROJECTS 6 INCHES AND IS
 LG0750'STAMPED HARDY 1947.
 LG0750'
 LG0750'TO REACH THE STATION FROM THE SOUTH END OF THE BUSINESS STREET
 LG0750'IN HARDY, NEBRASKA, GO EAST ON GRAVELED ROAD FOR 0.4 MILE,
 LG0750'TURN RIGHT SOUTH AND GO 0.2 MILE, TURN LEFT ALONG RAILROAD FOR
 LG0750'0.15 MILE TO A CROSSING, CROSS RAILROAD AND TURN RIGHT SOUTH AND
 LG0750'GO 0.25 MILE TO KANSAS-NEBRASKA STATE LINE ROAD, MAKE A SHORT
 LG0750'JOG TO THE RIGHT THEN LEFT AND INTO LANE LEADING TO A FARM HOME,
 LG0750'FOR 0.05 MILE, TURN RIGHT, WEST, AND GO 0.15 MILE TO THE WEST
 LG0750'END OF A GROVE OF TREES AND THE STATION AS DESCRIBED.
 LG0750'
 LG0750'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 LG0750'LINE ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LG0750'DESCRIBED.
 LG0750'
 LG0750'A 74 FOOT SIGNAL AT KLINKER IS VISIBLE AT 20 FEET.
 LG0750'
 LG0750'A 4 FOOT SIGNAL AT BROWN IS VISIBLE AT 90 FEET.
 LG0750'
 LG0750'A 74 FOOT SIGNAL AT SUPERIOR IS VISIBLE AT 20 FEET.
 LG0750'
 LG0750'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LG0750
 LG0750                          STATION RECOVERY (1965)
 LG0750
 LG0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LG0750'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 LG0750'IT IS 68 FEET SOUTH OF THE SOUTH RAIL, 25.5 FEET SOUTHWEST OF A
 LG0750'FENCE CORNER, 22.5 FEET WEST OF A LARGE ELM TREE AND 21 FEET
 LG0750'SOUTH OF A FENCE LINE.  THE MONUMENT IS 18 INCHES BELOW THE
 LG0750'SURFACE OF THE GROUND.
 LG0750'
 LG0750'REFERENCE MARK NO. 1 RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 LG0750'IT IS 31.5 FEET WEST OF A TELEPHONE POLE, 24.5 FEET SOUTH OF
 LG0750'THE SOUTH RAIL AND 22 FEET NORTH OF THE FENCE LINE.  THE MONUMENT
 LG0750'PROJECTS 2-INCHES ABOVE THE GROUND.
 LG0750'
 LG0750'REFERENCE MARK NO. 2 RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 LG0750'IT IS 45 FEET EAST OF A TELEPHONE POLE, 24.5 FEET SOUTH OF THE
 LG0750'SOUTH RAIL AND 22 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 LG0750'THE MONUMENT IS FLUSH WITH THE GROUND.
 LG0750'
 LG0750'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT RECOVERED, BELEIVE IT
 LG0750'HAS BEEN DESTROYED, BY WIDING OF THE ROAD OR FARM WORK OUT TO
 LG0750'THE ROAD.
 LG0750
 LG0750                          STATION RECOVERY (1966)
 LG0750
 LG0750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG0750'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 LG0750'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 LG0750'WAS NOT RECOVERED AND IT WAS ASSUMED THE MARK HAS BEEN DESTROYED
 LG0750'BY ROAD CONSTRUCTION.  THE DISTANCE TO THE REFERENCE MARKS WERE
 LG0750'VERIFIED, BUT ANGLE BETWEEN THE MARKS FAILED TO CHECK BY 7
 LG0750'MINUTES 12 SECONDS.
 LG0750'
 LG0750'A NEW AZIMUTH MARK WAS SET.
 LG0750'
 LG0750'FOLLOWING IS A NEW DESCRIPTION FOR THE MARKS.
 LG0750'
 LG0750'TO REACH THE STATION FROM THE SOUTH END OF THE BUSINESS
 LG0750'DISTRICT IN HARDY, GO EAST ON A GRAVELED ROAD FOR 0.4 MILE
 LG0750'TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON A
 LG0750'GRAVELED ROAD FOR 0.2 MILE, TURN LEFT ALONG RAILROAD FOR 0.15
 LG0750'MILE TO A CROSSING.  CROSS RAILROAD TRACK AND GO SOUTH ON
 LG0750'THE GRAVELED ROAD FOR 0.25 MILE TO THE KANSAS-NEBRASKA STATE
 LG0750'LINE.  JOG LEFT FOR A SHORT DISTANCE TO A DRIVEWAY ON THE LEFT.
 LG0750'TURN LEFT AND GO SOUTH ON LANE LEADING TO FARMHOME FOR 0.05
 LG0750'MILE.  TURN RIGHT AND FOLLOW FARM ROAD WESTERLY FOR 0.15 MILE
 LG0750'TO THE NORTHWEST CORNER OF AN OLD GROVE OF TREES AND THE
 LG0750'STATION.
 LG0750'
 LG0750'STATION MARK, A STANDARD DISK STAMPED HARDY 1947, IS SET IN
 LG0750'THE TOP OF A SQUARE CONCRETE POST WHICH IS 14 INCHES BELOW THE
 LG0750'SURFACE OF THE GROUND.  IT IS 68.5 FEET SOUTH OF THE SOUTH RAIL
 LG0750'OF THE RAILROAD TRACK, 21.5 FEET SOUTH OF A METAL WITNESS
 LG0750'POST WHICH IS SET IN AN EAST-WEST FENCE, AND 11 FEET WEST OF
 LG0750'A NORTH-SOUTH FENCE.
 LG0750'
 LG0750'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARDY NO 1 1947,
 LG0750'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 LG0750'2 INCHES.  IT IS 31.5 FEET WEST-NORTHWEST OF A TELEPHONE POLE,
 LG0750'24.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK,
 LG0750'AND 32 FEET NORTHEAST OF A METAL WITNESS POST.
 LG0750'
 LG0750'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARDY NO 2 1947, IS
 LG0750'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1
 LG0750'INCH.  IT IS 45 FEET EAST OF A TELEPHONE POLE, 31.5 FEET SOUTH
 LG0750'OF THE SOUTH RAIL OF THE RAILROAD TRACK, AND 16 FEET NORTH
 LG0750'OF THE EAST-WEST FENCE.
 LG0750'
 LG0750'AZIMUTH MARK, A STANDARD DISK STAMPED HARDY 1947 RESET 1966,
 LG0750'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 LG0750'INCHES.  IT IS 30 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 LG0750'GRAVELED ROAD, 16 FEET SOUTH OF A TELEPHONE POLE, 13 FEET NORTH
 LG0750'OF THE CENTER OF A WIRE GATE, 2 FEET SOUTH OF A METAL WITNESS
 LG0750'POST, AND 1 FOOT EAST OF A FENCE.
 LG0750'
 LG0750'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY LEADING TO THE
 LG0750'FARMHOME, GO WEST ON STATE LINE ROAD FOR 0.8 MILE TO A
 LG0750'CROSSROAD.  TURN LEFT ACROSS THE RAILROAD TRACK AND GO SOUTH
 LG0750'ON A GRAVELED ROAD FOR 0.25 MILE TO A FIELD ENTRANCE AND THE
 LG0750'AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0844 ***********************************************************************
 JG0844  DESIGNATION -  HARGRAVE CO OP GRAIN ELEVATOR
 JG0844  PID         -  JG0844
 JG0844  STATE/COUNTY-  KS/RUSH
 JG0844  USGS QUAD   -  HARGRAVE (1966)
 JG0844
 JG0844                         *CURRENT SURVEY CONTROL
 JG0844  ___________________________________________________________________
 JG0844* NAD 83(1997)-  38 33 23.81107(N)    099 26 47.80951(W)     ADJUSTED  
 JG0844* NAVD 88     -                                                        
 JG0844  ___________________________________________________________________
 JG0844  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 JG0844  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 JG0844
 JG0844  HORZ ORDER  -  THIRD
 JG0844
 JG0844.The horizontal coordinates were established by classical geodetic methods
 JG0844.and adjusted by the National Geodetic Survey in October 1998..
 JG0844
 JG0844
 JG0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0844
 JG0844.The geoid height was determined by GEOID03.
 JG0844
 JG0844;                    North         East     Units Scale Factor Converg.
 JG0844;SPC KS S     -   610,181.525   317,490.520   MT  0.99999803   -0 34 54.2
 JG0844;UTM  14      - 4,267,669.986   461,086.644   MT  0.99961865   -0 16 42.1
 JG0844
 JG0844                          SUPERSEDED SURVEY CONTROL
 JG0844
 JG0844  NAD 83(1986)-  38 33 23.82004(N)    099 26 47.80794(W) AD(       ) 4
 JG0844  NAD 27      -  38 33 23.77067(N)    099 26 46.41541(W) AD(       ) 3
 JG0844
 JG0844.Superseded values are not recommended for survey control.
 JG0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0844.See file dsdata.txt to determine how the superseded data were derived.
 JG0844
 JG0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6108767670(NAD 83)
 JG0844_MARKER: 65 = GRAIN ELEVATOR
 JG0844
 JG0844  HISTORY     - Date     Condition        Report By
 JG0844  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0844
 JG0844                          STATION DESCRIPTION
 JG0844
 JG0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0844'THE STATION IS THE LARGE VENTILATOR ATOP THE HEADHOUSE OF THE
 JG0844'ELEVATOR, LOCATED IN THE VILLAGE OF HARGRAVE.
 JG0844'
 JG0844'IT IS A LARGE CONCRETE STURCTURE, PAINTED WHITE, WITH THE LEGEND
 JG0844'FARMERS COOP ELEVATOR PAINTED BLACK ON THE WEST SIDE OF THE
 JG0844'HEADHOUSE, AND HAS AN OVERALL HEIGHT OF 167 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0953 ***********************************************************************
 HG0953  DESIGNATION -  HAROLD
 HG0953  PID         -  HG0953
 HG0953  STATE/COUNTY-  KS/COMANCHE
 HG0953  USGS QUAD   -  COLDWATER NE (1980)
 HG0953
 HG0953                         *CURRENT SURVEY CONTROL
 HG0953  ___________________________________________________________________
 HG0953* NAD 83(1997)-  37 22 55.89971(N)    099 20 09.43968(W)     ADJUSTED  
 HG0953* NAVD 88     -       674.     (meters)    2211.     (feet)  SCALED    
 HG0953  ___________________________________________________________________
 HG0953  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 HG0953  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 HG0953
 HG0953  HORZ ORDER  -  THIRD
 HG0953
 HG0953.The horizontal coordinates were established by classical geodetic methods
 HG0953.and adjusted by the National Geodetic Survey in October 1998..
 HG0953
 HG0953.The orthometric height was scaled from a topographic map.
 HG0953
 HG0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0953
 HG0953.The geoid height was determined by GEOID03.
 HG0953
 HG0953;                    North         East     Units Scale Factor Converg.
 HG0953;SPC KS S     -   479,744.792   325,966.818   MT  0.99997930   -0 30 49.4
 HG0953;UTM  14      - 4,137,324.743   470,258.237   MT  0.99961090   -0 12 14.3
 HG0953
 HG0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0953!SPC KS S     -   0.99989847  x   0.99997930  =   0.99987778
 HG0953!UTM  14      -   0.99989847  x   0.99961090  =   0.99950941
 HG0953
 HG0953|---------------------------------------------------------------------|
 HG0953| PID    Reference Object                     Distance      Geod. Az  |
 HG0953|                                                           dddmmss.s |
 HG0953| CK9811 HAROLD RM 1                          15.283 METERS 15144     |
 HG0953| HG0955 COLDWATER MUNICIPAL WATER TANK      APPROX.12.1 KM 1774513.9 |
 HG0953| CK9810 HAROLD AZ MK                                       2475227.5 |
 HG0953| CK9812 HAROLD RM 2                          12.685 METERS 26903     |
 HG0953|---------------------------------------------------------------------|
 HG0953
 HG0953                          SUPERSEDED SURVEY CONTROL
 HG0953
 HG0953  NAD 83(1997)-  37 22 55.90685(N)    099 20 09.43965(W) AD(       ) 3
 HG0953  NAD 83(1986)-  37 22 55.90264(N)    099 20 09.43491(W) AD(       ) 3
 HG0953  NAD 27      -  37 22 55.82321(N)    099 20 08.02314(W) AD(       ) 3
 HG0953
 HG0953.Superseded values are not recommended for survey control.
 HG0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0953.See file dsdata.txt to determine how the superseded data were derived.
 HG0953
 HG0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7025837325(NAD 83)
 HG0953_MARKER: DS = TRIANGULATION STATION DISK
 HG0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0953
 HG0953  HISTORY     - Date     Condition        Report By
 HG0953  HISTORY     - 1964     MONUMENTED       CGS
 HG0953
 HG0953                          STATION DESCRIPTION
 HG0953
 HG0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0953'THE STATION IS 15 MILES SOUTH OF GREENSBURG, 7-1/2 MILES NORTH OF
 HG0953'COLDWATER, 1/2 MILE WEST OF U.S. HIGHWAY 183, IN THE NORTH CENTER
 HG0953'OF SECTION 1, T 31 S, R 19 W, AND ON PROPERTY OWNED BY MR. W.B.
 HG0953'MCKINNEY.
 HG0953'
 HG0953'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 183,
 HG0953'1-1/2 MILES WEST OF GREENSBURG, GO SOUTH ON HIGHWAY 183 FOR 15.5
 HG0953'MILES TO A JOG IN THE HIGHWAY AT THE KIOWA-COMANCHE COUNTY LINE.  GO
 HG0953'WEST ON A GRAVEL ROAD FOR 0.8 MILE TO A FIELD APPROACH AND THE
 HG0953'STATION ON THE LEFT.
 HG0953'
 HG0953'STATION MARKS ARE STANDARD DISKS STAMPED HAROLD 1964.  THE SURFACE
 HG0953'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HG0953'IS 43 FEET EAST OF A METAL WITNESS POST, 41 FEET SOUTH OF THE CENTER
 HG0953'OF A GRAVEL ROAD, 27 FEET WEST OF A CORNER FENCE POST AND 3.5 FEET
 HG0953'WEST OF A POWER POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HG0953'MASS OF CONCRETE 46 INCHES BELOW THE SURFACE OF THE GROUND.
 HG0953'
 HG0953'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HAROLD NO 1 1964, IS
 HG0953'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 87 FEET
 HG0953'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 48 FEET SOUTHEAST OF THE
 HG0953'POWER POLE, AND 1 FOOT WEST OF A FENCE.
 HG0953'
 HG0953'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HAROLD NO 2 1964, IS
 HG0953'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 46 FEET
 HG0953'WEST OF THE POWER POLE, 41 FEET SOUTH OF THE CENTER OF THE GRAVEL
 HG0953'ROAD AND 1.5 FEET EAST OF THE METAL WITNESS POST.
 HG0953'
 HG0953'AZIMUTH MARK IS A STANDARD DISK STAMPED HAROLD 1964, SET IN A SQUARE
 HG0953'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 37 FEET EAST OF THE
 HG0953'CENTER OF A GRAVEL ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST,
 HG0953'AND 1 FOOT NORTH OF A POWER POLE.
 HG0953'
 HG0953'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A GRAVEL ROAD
 HG0953'FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 HG0953'A GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HG0953'
 HG0953'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0980 ***********************************************************************
 KF0980  DESIGNATION -  HAROLD
 KF0980  PID         -  KF0980
 KF0980  STATE/COUNTY-  KS/NEMAHA
 KF0980  USGS QUAD   -  CENTRALIA (1969)
 KF0980
 KF0980                         *CURRENT SURVEY CONTROL
 KF0980  ___________________________________________________________________
 KF0980* NAD 83(1997)-  39 44 25.26268(N)    096 12 59.61104(W)     ADJUSTED  
 KF0980* NAVD 88     -       410.     (meters)    1345.     (feet)  SCALED    
 KF0980  ___________________________________________________________________
 KF0980  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 KF0980  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 KF0980
 KF0980  HORZ ORDER  -  SECOND
 KF0980
 KF0980.The horizontal coordinates were established by classical geodetic methods
 KF0980.and adjusted by the National Geodetic Survey in October 1998..
 KF0980
 KF0980.The orthometric height was scaled from a topographic map.
 KF0980
 KF0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0980
 KF0980.The geoid height was determined by GEOID03.
 KF0980
 KF0980;                    North         East     Units Scale Factor Converg.
 KF0980;SPC KS N     -   157,705.250   552,859.292   MT  0.99999331   +1 07 42.3
 KF0980;UTM  14      - 4,402,644.715   738,508.495   MT  1.00030041   +1 46 49.1
 KF0980
 KF0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0980!SPC KS N     -   0.99994030  x   0.99999331  =   0.99993361
 KF0980!UTM  14      -   0.99994030  x   1.00030041  =   1.00024069
 KF0980
 KF0980|---------------------------------------------------------------------|
 KF0980| PID    Reference Object                     Distance      Geod. Az  |
 KF0980|                                                           dddmmss.s |
 KF0980| CL7050 HAROLD RM 1                          17.558 METERS 08151     |
 KF0980| CL7051 HAROLD RM 2                          18.485 METERS 17223     |
 KF0980| CL7049 HAROLD AZ MK                                       1905409.1 |
 KF0980| KF0982 VERMILLION MUNICIPAL TANK           APPROX. 4.7 KM 2414211.9 |
 KF0980|---------------------------------------------------------------------|
 KF0980
 KF0980                          SUPERSEDED SURVEY CONTROL
 KF0980
 KF0980  NAD 83(1997)-  39 44 25.26507(N)    096 12 59.60947(W) AD(       ) 2
 KF0980  NAD 83(1986)-  39 44 25.26900(N)    096 12 59.60767(W) AD(       ) 2
 KF0980  NAD 27      -  39 44 25.27400(N)    096 12 58.58200(W) AD(       ) 2
 KF0980
 KF0980.Superseded values are not recommended for survey control.
 KF0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0980.See file dsdata.txt to determine how the superseded data were derived.
 KF0980
 KF0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK3850802645(NAD 83)
 KF0980_MARKER: DS = TRIANGULATION STATION DISK
 KF0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0980
 KF0980  HISTORY     - Date     Condition        Report By
 KF0980  HISTORY     - 1947     MONUMENTED       CGS
 KF0980  HISTORY     - 1950     GOOD             CGS
 KF0980  HISTORY     - 1968     GOOD             CGS
 KF0980  HISTORY     - 1968     GOOD             CGS
 KF0980
 KF0980                          STATION DESCRIPTION
 KF0980
 KF0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0980'THE STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF CENTRALIA
 KF0980'AND 3 MILES EAST-NORTHEAST OF VERMILLION IN THE BARN YARD OF AN
 KF0980'OLD FARM.  IT IS 150 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 KF0980'OF A BIG RED BARN, 40 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KF0980'ROAD, 42 FEET NORTHWEST OF A FENCE CORNER AND 18 FEET NORTH OF
 KF0980'A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 1.5 FEET.
 KF0980'IT IS STAMPED HAROLD 1947 AND IS FLUSH WITH THE SURFACE OF THE
 KF0980'GROUND.
 KF0980'
 KF0980'REFERENCE MARK NO. 1 IS 48 FEET NORTH OF AN EAST-WEST DIRT ROAD,
 KF0980'17 FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH
 KF0980'FENCE LINE.  IT IS IN THE SOUTHEAST CORNER OF THE BARN YARD.  IT
 KF0980'IS STAMPED HAROLD NO 1 1947 AND PROJECTS 4 INCHES.
 KF0980'
 KF0980'REFERENCE MARK NO. 2 IS 20.5 FEET SOUTH OF THE CENTER OF AN
 KF0980'EAST-WEST DIRT ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 KF0980'LINE.  IT IS STAMPED HAROLD NO 2 1947 AND PROJECTS 6 INCHES.
 KF0980'
 KF0980'THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF A CROSSROAD, 44
 KF0980'FEET NORTH OF THE CENTER OF STATE HIGHWAY 9, 21 FEET WEST OF
 KF0980'THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 4.5 FEET SOUTH OF
 KF0980'A FENCE CORNER AND 5 FEET SOUTHEAST OF A 4-INCH SQUARE WHITE
 KF0980'WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED HAROLD
 KF0980'1947 AND PROJECTS 4 INCHES.
 KF0980'
 KF0980'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN CENTRALIA, GO
 KF0980'WEST ON STATE HIGHWAY 9 FOR 4.85 MILES TO A CROSSROAD AND THE
 KF0980'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN RIGHT, NORTH, AND
 KF0980'GO 1.0 MILE TO A CROSSROAD AND A SCHOOL HOUSE ON THE LEFT.  TURN
 KF0980'RIGHT AND GO 0.2 MILE TO THE TOP OF THE HILL AND THE STATION
 KF0980'ON THE LEFT AS DESCRIBED.
 KF0980'
 KF0980'A 74 FOOT SIGNAL AT OIKEL IS VISIBLE AT 20 FEET.
 KF0980'
 KF0980'A 47 FOOT SIGNAL AT BAILEYVILLE IS VISIBLE AT 37 FEET.
 KF0980'
 KF0980'A 60 FOOT SIGNAL AT SENECA IS VISIBLE AT 37 FEET.
 KF0980'
 KF0980'AN 87 FOOT SIGNAL AT COLLEGE HILL IS V.G.
 KF0980'
 KF0980'A 74 FOOT SIGNAL AT KELLY 1934 IS VISIBLE AT 50 FEET.
 KF0980'
 KF0980'A 4 FOOT SIGNAL AT CENTRALIA IS VISIBLE AT 37 FEET.
 KF0980'
 KF0980'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0980
 KF0980                          STATION RECOVERY (1950)
 KF0980
 KF0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KF0980'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED AS
 KF0980'DESCRIBED AND FOUND IN GOOD CONDITION.
 KF0980
 KF0980                          STATION RECOVERY (1968)
 KF0980
 KF0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KF0980'STATION MARK AND AZI MK AND REF MK NO 1 RECOVERED AND FOUND IN GOOD
 KF0980'CONDITION AS DESCRIBED, REF MK NO 2 NOT FOUND.  DISTANCE AND
 KF0980'DIRECTIONS TO AZI MK AND REF MK NO 1 CHECKED.  DESCRIPTION OF MARKS
 KF0980'CHECKED AND FOUND TO BE ADEQUATE, EXCEPT FOR RM NO 2 WHICH WAS NOT
 KF0980'FOUND.
 KF0980'
 KF0980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MI WNW OF
 KF0980'CENTRALIA ND 5 MI ENE OF VERMILLION.
 KF0980
 KF0980                          STATION RECOVERY (1968)
 KF0980
 KF0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KF0980'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KF0980'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KF0980'
 KF0980'TO REACH THE STATION FROM THE FIRST NATIONAL BANK IN CENTRALIA, GO
 KF0980'NORTH ON MAIN STREET FOR 0.05 MILE TO STATE HIGHWAY 9.  TURN LEFT
 KF0980'AND GO WEST ON STATE HIGHWAY 9 FOR 4.8 MILES TO A CROSSROAD AND THE
 KF0980'AZIMUTH MARK IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO NORTH
 KF0980'ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND
 KF0980'GO EAST ON A DIRT ROAD FOR 0.2 MILE TO A BARN AND THE STATION ON THE
 KF0980'LEFT.
 KF0980'
 KF0980'STATION MARK IS 150 FEET SOUTH-SOUTHEAST OF THE BARN, 41 FEET WEST
 KF0980'NORTHWEST OF A LARGE BRACE POST, 40 FEET NORTH OF THE CENTER OF A
 KF0980'DIRT ROAD, 19.5 FEET NORTH OF A METAL WITNESS POST SET IN A FENCE,
 KF0980'AND AT THE SOUTH SIDE OF A CULTIVATED FIELD.
 KF0980'
 KF0980'REFERENCE MARK NO. 1 IS 48 FEET NORTH OF THE CENTER OF THE ROAD,
 KF0980'AND 35 FEET NORTHEAST OF THE LARGE BRACE POST, AND AT THE SOUTH SIDE
 KF0980'OF A CULTIVATED FIELD.
 KF0980'
 KF0980'REFERENCE MARK NO. 2 IS 20.5 FEET SOUTH OF THE CENTER OF THE DIRT
 KF0980'ROAD, AND 1 FOOT NORTH OF AN OLD FENCE.
 KF0980'
 KF0980'AZIMUTH MARK IS 44 FEET NORTH OF THE CENTER OF STATE HIGHWAY 9, 21
 KF0980'FEET WEST OF A NORTH-SOUTH ROAD, 4.5 FEET SOUTH OF A FENCE CORNER,
 KF0980'AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KF0980'
 KF0980'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 KF0980'EAST-NORTHEAST OF VERMILLION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0824 ***********************************************************************
 HG0824  DESIGNATION -  HARPER EMPERIAL MILLS ELEVATOR
 HG0824  PID         -  HG0824
 HG0824  STATE/COUNTY-  KS/HARPER
 HG0824  USGS QUAD   -  HARPER (1973)
 HG0824
 HG0824                         *CURRENT SURVEY CONTROL
 HG0824  ___________________________________________________________________
 HG0824* NAD 83(1997)-  37 17 26.19143(N)    098 01 38.10602(W)     ADJUSTED  
 HG0824* NAVD 88     -                                                        
 HG0824  ___________________________________________________________________
 HG0824  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HG0824  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HG0824
 HG0824  HORZ ORDER  -  THIRD
 HG0824
 HG0824.The horizontal coordinates were established by classical geodetic methods
 HG0824.and adjusted by the National Geodetic Survey in October 1998..
 HG0824
 HG0824
 HG0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0824
 HG0824.The geoid height was determined by GEOID03.
 HG0824
 HG0824;                    North         East     Units Scale Factor Converg.
 HG0824;SPC KS S     -   469,354.767   441,919.058   MT  0.99999538   +0 17 25.9
 HG0824;UTM  14      - 4,127,554.799   586,221.927   MT  0.99969158   +0 35 21.8
 HG0824
 HG0824                          SUPERSEDED SURVEY CONTROL
 HG0824
 HG0824  NAD 83(1997)-  37 17 26.19575(N)    098 01 38.10814(W) AD(       ) 4
 HG0824  NAD 83(1986)-  37 17 26.19777(N)    098 01 38.10108(W) AD(       ) 4
 HG0824  NAD 27      -  37 17 26.13566(N)    098 01 36.88729(W) AD(       ) 3
 HG0824
 HG0824.Superseded values are not recommended for survey control.
 HG0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0824.See file dsdata.txt to determine how the superseded data were derived.
 HG0824
 HG0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8622227555(NAD 83)
 HG0824_MARKER: 65 = GRAIN ELEVATOR
 HG0824
 HG0824  HISTORY     - Date     Condition        Report By
 HG0824  HISTORY     - 1957     FIRST OBSERVED   CGS
 HG0824
 HG0824                          STATION DESCRIPTION
 HG0824
 HG0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HG0824'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF HARPER AND
 HG0824'ABOUT 20 PACES SOUTH OF THE EAST-WEST RAILROAD TRACKS.  IT IS
 HG0824'A LARGE ELEVATOR CONSTRUCTED OF WHITE CONCRETE AND IS 161 FEET
 HG0824'HIGH.  POINT OBSERVED IS THE DUST COLLECTOR AT THE TOP AND
 HG0824'NEAR CENTER OF HEADHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0825 ***********************************************************************
 HG0825  DESIGNATION -  HARPER STANDPIPE
 HG0825  PID         -  HG0825
 HG0825  STATE/COUNTY-  KS/HARPER
 HG0825  USGS QUAD   -  HARPER (1973)
 HG0825
 HG0825                         *CURRENT SURVEY CONTROL
 HG0825  ___________________________________________________________________
 HG0825* NAD 83(1997)-  37 17 09.76842(N)    098 01 50.39946(W)     ADJUSTED  
 HG0825* NAVD 88     -                                                        
 HG0825  ___________________________________________________________________
 HG0825  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 HG0825  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HG0825
 HG0825  HORZ ORDER  -  THIRD
 HG0825
 HG0825.The horizontal coordinates were established by classical geodetic methods
 HG0825.and adjusted by the National Geodetic Survey in October 1998..
 HG0825
 HG0825
 HG0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0825
 HG0825.The geoid height was determined by GEOID03.
 HG0825
 HG0825;                    North         East     Units Scale Factor Converg.
 HG0825;SPC KS S     -   468,846.947   441,618.812   MT  0.99999625   +0 17 18.3
 HG0825;UTM  14      - 4,127,045.575   585,924.424   MT  0.99969094   +0 35 14.1
 HG0825
 HG0825                          SUPERSEDED SURVEY CONTROL
 HG0825
 HG0825  NAD 83(1997)-  37 17 09.77239(N)    098 01 50.40123(W) AD(       ) 4
 HG0825  NAD 83(1986)-  37 17 09.77061(N)    098 01 50.39482(W) AD(       ) 4
 HG0825  NAD 27      -  37 17 09.72268(N)    098 01 49.16772(W) AD(       ) 3
 HG0825
 HG0825.Superseded values are not recommended for survey control.
 HG0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0825.See file dsdata.txt to determine how the superseded data were derived.
 HG0825
 HG0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8592427046(NAD 83)
 HG0825_MARKER: 52 = STANDPIPE TANK
 HG0825
 HG0825  HISTORY     - Date     Condition        Report By
 HG0825  HISTORY     - 1901     FIRST OBSERVED   CGS
 HG0825  HISTORY     - 1934     GOOD             CGS
 HG0825  HISTORY     - 1957     GOOD             CGS
 HG0825  HISTORY     - 1968     GOOD             CGS
 HG0825  HISTORY     - 1987     GOOD             NOS
 HG0825
 HG0825                          STATION DESCRIPTION
 HG0825
 HG0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HG0825'CORRECT.  IN THE TOWN OF HARPER, NEAR THE NE COR. SEC. 12, T.
 HG0825'32 S, R. 7 W.  THE STANDPIPE IS THE SAME AS IT WAS IN THE YEAR
 HG0825'1901, ACCORDING TO INFORMATION RECEIVED FROM THE CITY CLERK.
 HG0825
 HG0825                          STATION RECOVERY (1957)
 HG0825
 HG0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HG0825'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HG0825
 HG0825                          STATION RECOVERY (1968)
 HG0825
 HG0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HG0825'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HG0825
 HG0825                          STATION RECOVERY (1987)
 HG0825
 HG0825'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RAH)
 HG0825'THE STATION WAS RECOVERED AT THIS DATE.
 HG0825'STATION RECOVERED AS DESCRIBED.
 HG0825'
 HG0825'RECOVERED BY RAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0767 ***********************************************************************
 HG0767  DESIGNATION -  HARPORT
 HG0767  PID         -  HG0767
 HG0767  STATE/COUNTY-  KS/HARPER
 HG0767  USGS QUAD   -  HARPER (1973)
 HG0767
 HG0767                         *CURRENT SURVEY CONTROL
 HG0767  ___________________________________________________________________
 HG0767* NAD 83(1997)-  37 16 45.06375(N)    098 02 31.79583(W)     ADJUSTED  
 HG0767* NAVD 88     -       434.742  (meters)    1426.32   (feet)  ADJUSTED  
 HG0767  ___________________________________________________________________
 HG0767  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HG0767  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HG0767  DYNAMIC HT  -         434.379 (meters)    1425.13  (feet)  COMP
 HG0767  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 HG0767
 HG0767  HORZ ORDER  -  THIRD
 HG0767  VERT ORDER  -  FIRST     CLASS II
 HG0767
 HG0767.This mark is at Harper Municipal Airport (8K2)
 HG0767
 HG0767.The horizontal coordinates were established by classical geodetic methods
 HG0767.and adjusted by the National Geodetic Survey in October 1998..
 HG0767
 HG0767.The orthometric height was determined by differential leveling
 HG0767.and adjusted by the National Geodetic Survey in June 1991..
 HG0767
 HG0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0767
 HG0767.The geoid height was determined by GEOID03.
 HG0767
 HG0767.The dynamic height is computed by dividing the NAVD 88
 HG0767.geopotential number by the normal gravity value computed on the
 HG0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0767.degrees latitude (g = 980.6199 gals.).
 HG0767
 HG0767.The modeled gravity was interpolated from observed gravity values.
 HG0767
 HG0767;                    North         East     Units Scale Factor Converg.
 HG0767;SPC KS S     -   468,080.278   440,602.870   MT  0.99999756   +0 16 52.9
 HG0767;UTM  14      - 4,126,273.855   584,912.806   MT  0.99968882   +0 34 48.7
 HG0767
 HG0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0767!SPC KS S     -   0.99993623  x   0.99999756  =   0.99993379
 HG0767!UTM  14      -   0.99993623  x   0.99968882  =   0.99962507
 HG0767
 HG0767:                Primary Azimuth Mark                     Grid Az
 HG0767:SPC KS S     -  QU 02                                    164 50 35.9
 HG0767:UTM  14      -  QU 02                                    164 32 40.1
 HG0767
 HG0767|---------------------------------------------------------------------|
 HG0767| PID    Reference Object                     Distance      Geod. Az  |
 HG0767|                                                           dddmmss.s |
 HG0767| HG1047 QU 02                               APPROX. 0.5 KM 1650728.8 |
 HG0767| HG0768 HARPORT AZ MK                       APPROX. 0.7 KM 1810407.2 |
 HG0767|---------------------------------------------------------------------|
 HG0767
 HG0767                          SUPERSEDED SURVEY CONTROL
 HG0767
 HG0767  NAD 83(1997)-  37 16 45.06773(N)    098 02 31.79755(W) AD(       ) 3
 HG0767  NAD 83(1986)-  37 16 45.06674(N)    098 02 31.79148(W) AD(       ) 3
 HG0767  NAD 27      -  37 16 45.01440(N)    098 02 30.56493(W) AD(       ) 3
 HG0767  NGVD 29 (12/08/88)  434.62   (m)         1425.9    (f) LEVELING    3  
 HG0767
 HG0767.Superseded values are not recommended for survey control.
 HG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0767.See file dsdata.txt to determine how the superseded data were derived.
 HG0767
 HG0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8491326274(NAD 83)
 HG0767_MARKER: DD = SURVEY DISK
 HG0767_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HG0767_STAMPING: HARPORT 1987
 HG0767_MARK LOGO: NGS   
 HG0767_PROJECTION: FLUSH
 HG0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0767
 HG0767  HISTORY     - Date     Condition        Report By
 HG0767  HISTORY     - 1986     MONUMENTED       NGS
 HG0767  HISTORY     - 1986     GOOD             NGS
 HG0767  HISTORY     - 1987     GOOD             NOS
 HG0767
 HG0767                          STATION DESCRIPTION
 HG0767
 HG0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (RAH)
 HG0767'STATION LOCATED AT HARPER MUNICIPAL AIRPORT IN HARPER, KANSAS.
 HG0767'
 HG0767'TO REACH STATION PROCEED  0.15 MI S ALONG CENTRAL STREET FROM THE
 HG0767'POST OFFICE IN HARPER, THENCE 0.8 MI W ALONG MAIN STREET, THENCE
 HG0767'0.5 MI S ALONG STATE HIGHWAYS 2 AND 14, ON THE PROPERTY OF HARPER
 HG0767'MUNICIPAL AIRPORT, NEAR THE SW CORNER OF A METAL HANGAR AND OFFICE
 HG0767'BUILDING, ABOUT 300 FT W OF BENCH MARK P 309.  STATION IS 23.8 M
 HG0767'(78.2 FT) SSW OF THE SW CORNER OF THE BUILDING, 14.5 M (47.5 FT)
 HG0767'N OF THE CENTER OF A TAXI RUNWAY, 11.3 M (37 FT) N OF THE N EDGE OF
 HG0767'AN ASPHALT TAXI RUNWAY, 58.5 M (191.9 FT) SE OF A SUPPORT POLE FOR
 HG0767'A WINDSOCK, 1.4 M (4.7 FT) WNW OF A METAL REFLECTOR STAKE, 9.2 M
 HG0767'(30.3 FT) NW OF A PURPLE TAXI RUNWAY LIGHT, 27.4 M (89.9 FT) W OF
 HG0767'THE W EDGE OF A N-S CONCRETE DRIVEWAY AND 90.9 M (298 FT) E OF THE
 HG0767'E EDGE OF THE MAIN RUNWAY.
 HG0767'
 HG0767'STATION IS A STANDARD NGS DISK STAMPED---HARPORT 1986---,
 HG0767'SURROUNDED BY A MASS OF CONCRETE.
 HG0767'
 HG0767'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HG0767'
 HG0767'SEE AIRPORT MANAGER TO OBTAIN PERMISSION TO BE ON THE FIELD.
 HG0767'
 HG0767'DESCRIBED BY RAH.
 HG0767
 HG0767                          STATION RECOVERY (1986)
 HG0767
 HG0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0767'2.3 KM (1.4 MI) SOUTH FROM HARPER.
 HG0767'0.24 KM (0.15 MI) SOUTH ALONG CENTRAL STREET FROM THE POST OFFICE IN
 HG0767'HARPER, THENCE 1.3 KM (0.8 MI) WEST ALONG MAIN STREET, THENCE 0.81 KM
 HG0767'(0.5 MI) SOUTH ALONG STATE HIGHWAYS 2 AND 14, ON THE PROPERTY OF THE
 HG0767'HARPER MUNICIPAL AIRPORT, NEAR THE SOUTHWEST CORNER OF A METAL HANGER
 HG0767'AND OFFICE BUILDING, ABOUT 300-FEET WEST OF BENCH MARK P 309, 23.8
 HG0767'METERS (78.2 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HG0767'BUILDING, 14.5 METERS (47.5 FT) NORTH OF THE CENTER OF A TAXI RUNWAY,
 HG0767'11.3 METERS (37 FT) NORTH OF THE NORTH EDGE OF AN ASPHALT TAXI RUNWAY,
 HG0767'58.5 METERS (191.9 FT) SOUTHEAST OF A SUPPORT POLE FOR A WIND SOCK,
 HG0767'1.4 METERS (4.7 FT) WEST-NORTHWEST OF A METAL REFLECTOR STAKE, 9.2
 HG0767'METERS (30.3 FT) NORTHWEST OF A PURPLE TAXI RUNWAY LITE, 27.4 METERS
 HG0767'(89.9 FT) WEST OF THE WEST EDGE OF A NORTH-SOUTH CONCRETE DRIVEWAY AND
 HG0767'90.9 METERS (298 FT) EAST OF THE EAST EDGE OF THE MAIN RUNWAY.
 HG0767'PERMISSION OBTAINED FROM MR BILL HACKEN (CITY CLERK HARPER) PHONE
 HG0767'NUMBER 316-896-2511.
 HG0767'THE MARK IS 0.39 METERS  E FROM  A WITNESS POST
 HG0767'THE MARK IS 0.2 M ABOVE THE TAXI RUNWAY.
 HG0767
 HG0767                          STATION RECOVERY (1987)
 HG0767
 HG0767'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HG0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0768 ***********************************************************************
 HG0768  DESIGNATION -  HARPORT AZ MK
 HG0768  PID         -  HG0768
 HG0768  STATE/COUNTY-  KS/HARPER
 HG0768  USGS QUAD   -  HARPER (1973)
 HG0768
 HG0768                         *CURRENT SURVEY CONTROL
 HG0768  ___________________________________________________________________
 HG0768* NAD 83(1997)-  37 16 22.82370(N)    098 02 32.31496(W)     ADJUSTED  
 HG0768* NAVD 88     -       434.255  (meters)    1424.72   (feet)  ADJUSTED  
 HG0768  ___________________________________________________________________
 HG0768  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HG0768  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HG0768  DYNAMIC HT  -         433.892 (meters)    1423.53  (feet)  COMP
 HG0768  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 HG0768
 HG0768  HORZ ORDER  -  THIRD
 HG0768  VERT ORDER  -  FIRST     CLASS II
 HG0768
 HG0768.This mark is at Harper Municipal Airport (8K2)
 HG0768
 HG0768.The horizontal coordinates were established by classical geodetic methods
 HG0768.and adjusted by the National Geodetic Survey in October 1998..
 HG0768
 HG0768.The orthometric height was determined by differential leveling
 HG0768.and adjusted by the National Geodetic Survey in June 1991..
 HG0768
 HG0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0768
 HG0768.The geoid height was determined by GEOID03.
 HG0768
 HG0768.The dynamic height is computed by dividing the NAVD 88
 HG0768.geopotential number by the normal gravity value computed on the
 HG0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0768.degrees latitude (g = 980.6199 gals.).
 HG0768
 HG0768.The modeled gravity was interpolated from observed gravity values.
 HG0768
 HG0768;                    North         East     Units Scale Factor Converg.
 HG0768;SPC KS S     -   467,394.596   440,593.448   MT  0.99999876   +0 16 52.5
 HG0768;UTM  14      - 4,125,588.345   584,906.961   MT  0.99968880   +0 34 48.1
 HG0768
 HG0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0768!SPC KS S     -   0.99993631  x   0.99999876  =   0.99993507
 HG0768!UTM  14      -   0.99993631  x   0.99968880  =   0.99962513
 HG0768
 HG0768:                Primary Azimuth Mark                     Grid Az
 HG0768:SPC KS S     -  HARPORT                                  000 47 14.4
 HG0768:UTM  14      -  HARPORT                                  000 29 18.8
 HG0768
 HG0768|---------------------------------------------------------------------|
 HG0768| PID    Reference Object                     Distance      Geod. Az  |
 HG0768|                                                           dddmmss.s |
 HG0768| HG0767 HARPORT                             APPROX. 0.7 KM 0010406.9 |
 HG0768| HG0825 HARPER STANDPIPE                    APPROX. 1.8 KM 0353012.7 |
 HG0768|---------------------------------------------------------------------|
 HG0768
 HG0768                          SUPERSEDED SURVEY CONTROL
 HG0768
 HG0768  NAD 83(1997)-  37 16 22.82768(N)    098 02 32.31669(W) AD(       ) 3
 HG0768  NAD 83(1986)-  37 16 22.82669(N)    098 02 32.31024(W) AD(       ) 3
 HG0768  NAD 27      -  37 16 22.77393(N)    098 02 31.08538(W) AD(       ) 3
 HG0768  NGVD 29 (12/08/88)  434.14   (m)         1424.3    (f) LEVELING    3  
 HG0768
 HG0768.Superseded values are not recommended for survey control.
 HG0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0768.See file dsdata.txt to determine how the superseded data were derived.
 HG0768
 HG0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8490725588(NAD 83)
 HG0768_MARKER: DD = SURVEY DISK
 HG0768_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HG0768_STAMPING: HARPORT 1987
 HG0768_MARK LOGO: NGS   
 HG0768_PROJECTION: FLUSH
 HG0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0768
 HG0768  HISTORY     - Date     Condition        Report By
 HG0768  HISTORY     - 1986     MONUMENTED       NGS
 HG0768  HISTORY     - 1986     GOOD             NGS
 HG0768  HISTORY     - 1987     GOOD             NOS
 HG0768
 HG0768                          STATION DESCRIPTION
 HG0768
 HG0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (RAH)
 HG0768'STATION LOCATED AT HARPER MUNICIPAL AIRPORT IN HARPER, KANSAS.
 HG0768'
 HG0768'TO REACH STATION PROCEED 0.15 MI S ALONG CENTRAL STREET FROM THE
 HG0768'POST OFFICE IN HARPER, THENCE 0.8 MI W ALONG MAIN STREET, THENCE
 HG0768'0.5 MI S ALONG STATE HIGHWAY 2 AND 14, ON THE HARPER MUNICIPAL
 HG0768'AIRPORT.  STATION IS LOCATED AT THE EXTREME SE CORNER OF THE
 HG0768'RUNWAY, ALSO 0.45 MI S ALONG THE E SIDE OF THE RUNWAY FROM STATION
 HG0768'HARPORT, 2.3 M (7.7 FT) NW OF THE MOST EASTERLY ONE OF EIGHT RUNWAY
 HG0768'END LIGHTS, 19.3 M (63.3 FT) E OF THE CENTER OF THE RUNWAY, 13.6 M
 HG0768'(44.5 FT) E OF THE E EDGE OF THE RUNWAY, 4.0 M (13 FT) NE OF THE
 HG0768'SECOND LIGHT W OF THE MOST EASTERLY ONE OF EIGHT LIGHTS AND 40.9 M
 HG0768'(134.2 FT) E OF THE MOST WESTERLY ONE OF EIGHT APPROACH LIGHTS FOR
 HG0768'THE RUNWAY.
 HG0768'
 HG0768'STATION IS A STANDARD NGS DISK STAMPED---HARPORT 1986---,SURROUNDED
 HG0768'BY A MASS OF CONCRETE.
 HG0768'
 HG0768'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HG0768'
 HG0768'SEE AIRPORT MANAGER TO OBTAIN PERMISSION TO BE ON FIELD.
 HG0768'
 HG0768'DESCRIBED BY RAH.
 HG0768
 HG0768                          STATION RECOVERY (1986)
 HG0768
 HG0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0768'2.3 KM (1.4 MI) SOUTH FROM HARPER.
 HG0768'0.24 KM (0.15 MI) SOUTH ALONG CENTRAL STREET FROM THE POST OFFICE IN
 HG0768'HARPER, THENCE 1.3 KM (0.8 MI) WEST ALONG MAIN STREET, THENCE 0.81 KM
 HG0768'(0.5 MI) SOUTH ALONG STATE HIGHWAY 2 AND 14, ON THE HARPER MUNICIPAL
 HG0768'AIRPORT PROPERTY, AT THE EXTREME SOUTHEAST CORNER OF THE RUNWAY, ALSO
 HG0768'0.72 KM (0.45 MI) SOUTH ALONG THE EAST SIDE OF THE RUNWAY FROM
 HG0768'TRIANGULATION STATION HARPORT, 2.3 METERS (7.7 FT) NORTHWEST OF THE
 HG0768'MOST EASTERLY 1 OF 8 END RUNWAY APPROACH LITES, 19.3 METERS (63.3 FT)
 HG0768'EAST OF THE CENTER OF THE RUNWAY, 13.6 METERS (44.5 FT) EAST OF THE
 HG0768'EAST EDGE OF THE RUNWAY, 4.0 METERS (13 FT) NORTHEAST OF THE SECOND
 HG0768'LITE WEST OF THE MOST EAST 1 OF 8 LITES AND 40.9 METERS (134.2 FT)
 HG0768'EAST OF THE MOST WESTERLY 1 OF 8 APPROACH LITES FOR THE RUNWAY.
 HG0768'PERMISSION OBTAINED FROM MR. BILL HACKEN (CITY CLERK HARPER) PHONE
 HG0768'NUMBER 316-896-2511.  NOTE--THE SOUTH 0.2 MILE OF RUNWAY IS UNDER
 HG0768'CONSTRUCTION ON THE DATE.
 HG0768'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HG0768'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 HG0768
 HG0768                          STATION RECOVERY (1987)
 HG0768
 HG0768'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HG0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LH1005 ***********************************************************************
 LH1005  DESIGNATION -  HARRIS
 LH1005  PID         -  LH1005
 LH1005  STATE/COUNTY-  KS/JEWELL
 LH1005  USGS QUAD   -  AMBOY (1974)
 LH1005
 LH1005                         *CURRENT SURVEY CONTROL
 LH1005  ___________________________________________________________________
 LH1005* NAD 83(1997)-  40 00 08.50817(N)    098 29 54.07794(W)     ADJUSTED  
 LH1005* NAVD 88     -       600.39   (+/-2cm)    1969.8    (feet)  VERTCON   
 LH1005  ___________________________________________________________________
 LH1005  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 LH1005  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 LH1005
 LH1005  HORZ ORDER  -  SECOND
 LH1005  VERT ORDER  -  THIRD ? (See Below)
 LH1005
 LH1005.The horizontal coordinates were established by classical geodetic methods
 LH1005.and adjusted by the National Geodetic Survey in October 1998..
 LH1005
 LH1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 LH1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LH1005.The vertical order pertains to the NGVD 29 superseded value.
 LH1005
 LH1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 LH1005
 LH1005.The geoid height was determined by GEOID03.
 LH1005
 LH1005;                    North         East     Units Scale Factor Converg.
 LH1005;SPC KS N     -   185,409.367   357,443.403   MT  1.00004288   -0 18 55.1
 LH1005;SPC NE       -    19,882.162   628,220.255   MT  0.99999893   +0 59 42.5
 LH1005;UTM  14      - 4,428,140.027   542,818.888   MT  0.99962257   +0 19 20.9
 LH1005
 LH1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LH1005!SPC KS N     -   0.99990989  x   1.00004288  =   0.99995276
 LH1005!SPC NE       -   0.99990989  x   0.99999893  =   0.99990882
 LH1005!UTM  14      -   0.99990989  x   0.99962257  =   0.99953249
 LH1005
 LH1005|---------------------------------------------------------------------|
 LH1005| PID    Reference Object                     Distance      Geod. Az  |
 LH1005|                                                           dddmmss.s |
 LH1005| CN8735 HARRIS RM 2                          11.592 METERS 00022     |
 LH1005| CN8734 HARRIS RM 1                          12.782 METERS 09057     |
 LH1005| CN8733 HARRIS AZ MK                                       2585511.9 |
 LH1005|---------------------------------------------------------------------|
 LH1005
 LH1005                          SUPERSEDED SURVEY CONTROL
 LH1005
 LH1005  NAD 83(1997)-  40 00 08.50920(N)    098 29 54.07916(W) AD(       ) 2
 LH1005  NAD 83(1986)-  40 00 08.51400(N)    098 29 54.07771(W) AD(       ) 2
 LH1005  NAD 27      -  40 00 08.46500(N)    098 29 52.86800(W) AD(       ) 2
 LH1005  NGVD 29 (07/19/86)  600.17   (m)         1969.1    (f) LEVELING    3  
 LH1005
 LH1005.Superseded values are not recommended for survey control.
 LH1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LH1005.See file dsdata.txt to determine how the superseded data were derived.
 LH1005
 LH1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TNK4281928140(NAD 83)
 LH1005_MARKER: DS = TRIANGULATION STATION DISK
 LH1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LH1005
 LH1005  HISTORY     - Date     Condition        Report By
 LH1005  HISTORY     - 1947     MONUMENTED       CGS
 LH1005  HISTORY     - 1975     GOOD             NGS
 LH1005
 LH1005                          STATION DESCRIPTION
 LH1005
 LH1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LH1005'STATION IS LOCATED ABOUT 6 MILES SOUTH AND 1 MILE EAST OF RED
 LH1005'CLOUD, NEBR. ALONG THE KANSAS-NEBRASKA STATE LINE.  THE MARK,
 LH1005'STAMPED HARRIS 1947, IS 39 FEET SOUTH OF AN EAST-WEST FENCE,
 LH1005'20 FEET SOUTH OF THE CENTER LINE OF THE KANSAS-NEBRASKA STATE
 LH1005'LINE ROAD AND PROJECTS 2 INCHES.
 LH1005'
 LH1005'REFERENCE MARK NO. 1, STAMPED HARRIS NO 1 1947, IS 20 FEET SOUTH
 LH1005'OF THE CENTER LINE OF THE KANSAS-NEBRASKA STATE LINE ROAD AND
 LH1005'PROJECTS 3 INCHES.
 LH1005'
 LH1005'REFERENCE MARK NO. 2, STAMPED HARRIS NO 2 1947, IS 20 FEET NORTH
 LH1005'OF THE CENTER LINE OF THE KANSAS-NEBRASKA STATE LINE ROAD, 1
 LH1005'FOOT SOUTH OF A WIRE FENCE AND PROJECTS 2 INCHES.
 LH1005'
 LH1005'THE AZIMUTH MARK, STAMPED HARRIS 1947, IS 31 FEET WEST OF THE
 LH1005'CENTER LINE OF U.S. HIGHWAY NO. 281, 23 FEET NORTH OF THE
 LH1005'CENTERLINE OF A FARM LANE, 3 FEET SOUTH OF A WITNESS POST, 0.5
 LH1005'FEET EAST OF A WIRE FENCE AND PROJECTS 3 INCHES.
 LH1005'
 LH1005'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 3
 LH1005'AND U.S. HIGHWAY NO. 281 IN RED CLOUD, GO SOUTH ON U.S. HIGHWAY
 LH1005'NO. 281 FOR 6.0 MILES TO THE KANSAS-NEBRASKA STATE LINE,
 LH1005'CONTINUE SOUTH ON U.S. HIGHWAY NO. 281 FOR 0.25 MILE TO THE SUMMIT
 LH1005'OF A HIGH HILL AND AZIMUTH MARK ON THE RIGHT, WEST SIDE OF
 LH1005'ROAD NEAR FARM LANE, CONTINUE STRAIGHT AHEAD FOR 0.75 MILE TO
 LH1005'A CROSSROAD.  AT THE CROSSROAD TURN LEFT, EAST, AND GO 1 MILE
 LH1005'TO A CROSSROAD, TURN LEFT, NORTH, AND GO 1 MILE TO THE
 LH1005'KANSAS-NEBRASKA STATE LINE ROAD.  AT THE STATE LINE ROAD,
 LH1005'TURN RIGHT, EAST, AND GO 0.35 MILE TO THE SUMMIT OF A HIGH
 LH1005'HILL AND STATION ALONG RIGHT-OF-WAY.
 LH1005'
 LH1005'A 74 FOOT SIGNAL AT STATION COOPER 1898 IS VG.
 LH1005'
 LH1005'A 4 FOOT SIGNAL AT STATION RED IS VG.
 LH1005'
 LH1005'A 47 FOOT SIGNAL AT STATION REIHER IS VG.
 LH1005'
 LH1005'A 74 FOOT SIGNAL AT STATION BEEMAN IS VG.
 LH1005'
 LH1005'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LH1005
 LH1005                          STATION RECOVERY (1975)
 LH1005
 LH1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LH1005'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AND A NEW
 LH1005'METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF THE MARK.  AN ATTEMPT
 LH1005'WAS MADE TO DRIVE TO THE STATION, BUT WAS UNABLE TO CROSS AN OLD
 LH1005'BRIDGE WITH HEAVY VEHICLE, IT IS BELIEVED A LIGHT WEIGHT VEHICLE
 LH1005'COULD CROSS THIS BRIDGE AS IT APPEARED THIS SECTION OF ROAD WAS
 LH1005'BEING TRAVELED.  UNABLE TO FIND PROPERTY OWNER FOR PERMISSION TO
 LH1005'TRAVEL IN PASTURE LAND TO CONTINUE TRAVEL TO THE STATION.  THE 1947
 LH1005'ROUTE TO REACH THE STATION IS THE ONLY ROAD TO THE STATION FOR
 LH1005'TWO WHEEL VEHICLE TRAVEL, UNLESS TRAVELING FROM THE EAST TO
 LH1005'WITHIN ABOUT 0.7 MILE FROM THE STATION, THEN TRAVEL ACROSS VERY
 LH1005'ROUGH PASTURE LAND IN A WESTERLY DIRECTION TO TOP OF HILL ON THE
 LH1005'STATELINE TO THE STATION.
 LH1005'
 LH1005'NOTE--STATE HIGHWAY 3 MENTIONED IN THE 1947 DESCRIPTION IS STATE
 LH1005'HIGHWAY 4.  AND TO REACH THE AZIMUTH MARK FROM THE STATELINE GO
 LH1005'SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 LH1005'RIGHT.
 LH1005'
 LH1005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES SOUTH
 LH1005'AND 1 MILE EAST OF RED CLOUD, NEBRASKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0629 ***********************************************************************
 KH0629  DESIGNATION -  HARRISON
 KH0629  PID         -  KH0629
 KH0629  STATE/COUNTY-  KS/RAWLINS
 KH0629  USGS QUAD   -  DEWEY RANCH NW (1981)
 KH0629
 KH0629                         *CURRENT SURVEY CONTROL
 KH0629  ___________________________________________________________________
 KH0629* NAD 83(1997)-  39 40 01.39076(N)    101 23 30.29249(W)     ADJUSTED  
 KH0629* NAVD 88     -      1021.     (meters)    3350.     (feet)  SCALED    
 KH0629  ___________________________________________________________________
 KH0629  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 KH0629  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 KH0629
 KH0629  HORZ ORDER  -  SECOND
 KH0629
 KH0629.The horizontal coordinates were established by classical geodetic methods
 KH0629.and adjusted by the National Geodetic Survey in October 1998..
 KH0629
 KH0629.The orthometric height was scaled from a topographic map.
 KH0629
 KH0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0629
 KH0629.The geoid height was determined by GEOID03.
 KH0629
 KH0629;                    North         East     Units Scale Factor Converg.
 KH0629;SPC KS N     -   153,511.524   109,036.712   MT  0.99998320   -2 08 45.6
 KH0629;UTM  14      - 4,393,538.635   294,841.867   MT  1.00011822   -1 31 38.1
 KH0629
 KH0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0629!SPC KS N     -   0.99984352  x   0.99998320  =   0.99982672
 KH0629!UTM  14      -   0.99984352  x   1.00011822  =   0.99996172
 KH0629
 KH0629|---------------------------------------------------------------------|
 KH0629| PID    Reference Object                     Distance      Geod. Az  |
 KH0629|                                                           dddmmss.s |
 KH0629| CP8183 HARRISON RM 1                         8.854 METERS 00316     |
 KH0629| KH0635 MCDONALD MUNICIPAL TANK             APPROX.13.2 KM 0091051.4 |
 KH0629| CP8182 HARRISON AZ MK                                     0782739.2 |
 KH0629| CP8184 HARRISON RM 2                        95.520 METERS 25544     |
 KH0629| KH0709 BIRD CITY MUNICIPAL TANK            APPROX.15.0 KM 3055804.4 |
 KH0629|---------------------------------------------------------------------|
 KH0629
 KH0629                          SUPERSEDED SURVEY CONTROL
 KH0629
 KH0629  NAD 83(1997)-  39 40 01.39078(N)    101 23 30.29303(W) AD(       ) 2
 KH0629  NAD 83(1986)-  39 40 01.39091(N)    101 23 30.29372(W) AD(       ) 2
 KH0629  NAD 27      -  39 40 01.40300(N)    101 23 28.70800(W) AD(       ) 2
 KH0629
 KH0629.Superseded values are not recommended for survey control.
 KH0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0629.See file dsdata.txt to determine how the superseded data were derived.
 KH0629
 KH0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ9484293539(NAD 83)
 KH0629_MARKER: DS = TRIANGULATION STATION DISK
 KH0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0629
 KH0629  HISTORY     - Date     Condition        Report By
 KH0629  HISTORY     - 1951     MONUMENTED       CGS
 KH0629
 KH0629                          STATION DESCRIPTION
 KH0629
 KH0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0629'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF BIRD CITY,
 KH0629'ABOUT 8 MILES SOUTH OF MC DONALD, AND IS ON PROPERTY OWNED BY
 KH0629'MR. HARRY HARRISON.  IT IS SITUATED 20.4 FEET WEST OF A CONCRETE
 KH0629'WATER TANK (17 FEET IN DIAMETER) AND IS SET JUST WEST OF THE
 KH0629'FENCE LINE.  IT IS STAMPED HARRISON 1951 AND IS FLUSH WITH THE
 KH0629'SURFACE OF THE GROUND.
 KH0629'
 KH0629'REFERENCE MARK NO. 1 IS SET IN THE FENCE LINE, JUST SOUTH OF A
 KH0629'WINDMILL.  IT IS STAMPED HARRISON NO 1 1951 AND IS SET FLUSH
 KH0629'WITH THE GROUND.
 KH0629'
 KH0629'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE, 20 FEET
 KH0629'EAST OF THE FENCE CORNER.  IT IS STAMPED HARRISON NO 2 1951
 KH0629'AND IS SET FLUSH WITH THE GROUND.
 KH0629'
 KH0629'THE AZIMUTH MARK IS LOCATED 75 FEET SOUTHWEST FROM THE CENTER
 KH0629'OF A CROSSROAD INTERSECTION AND 1 FOOT SOUTHWEST OF A TELEPHONE
 KH0629'BRACE POLE.  IT IS STAMPED HARRISON 1951 AND IS SET FLUSH WITH
 KH0629'THE GROUND.
 KH0629'
 KH0629'TO REACH THE STATION FROM THE DEPOT IN MC DONALD, GO SOUTH ON
 KH0629'A GRADED ROAD (COUNTY ROUTE 391) FOR 7.8 MILES TO A CROSSROAD
 KH0629'AND THE AZIMUTH MARK AS DESCRIBED.  TURN RIGHT AND GO WEST ON
 KH0629'A GRADED ROAD FOR 1.0 MILE TO A T-ROAD ON THE LEFT, TURN LEFT
 KH0629'ON A DIRT ROAD AND GO SOUTH FOR 0.15 MILE TO A LANE LEADING EAST
 KH0629'AND REFERENCE MARK NO. 2 NEAR THE FENCE CORNER.  TURN LEFT ON
 KH0629'LANE AND GO EAST FOR 0.05 MILE TO THE WIND MILL AND THE STATION
 KH0629'AS DESCRIBED.
 KH0629'
 KH0629'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0569 ***********************************************************************
 KG0569  DESIGNATION -  HARRISON RESET
 KG0569  PID         -  KG0569
 KG0569  STATE/COUNTY-  KS/JEWELL
 KG0569  USGS QUAD   -  MANKATO NW (1969)
 KG0569
 KG0569                         *CURRENT SURVEY CONTROL
 KG0569  ___________________________________________________________________
 KG0569* NAD 83(1997)-  39 56 39.14034(N)    098 09 50.90183(W)     ADJUSTED  
 KG0569* NAVD 88     -       538.     (meters)    1765.     (feet)  SCALED    
 KG0569  ___________________________________________________________________
 KG0569  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 KG0569  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 KG0569
 KG0569  HORZ ORDER  -  THIRD
 KG0569
 KG0569.The horizontal coordinates were established by classical geodetic methods
 KG0569.and adjusted by the National Geodetic Survey in October 1998..
 KG0569
 KG0569.The orthometric height was scaled from a topographic map.
 KG0569
 KG0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0569
 KG0569.The geoid height was determined by GEOID03.
 KG0569
 KG0569;                    North         East     Units Scale Factor Converg.
 KG0569;SPC KS N     -   178,847.252   385,971.689   MT  1.00003006   -0 06 13.9
 KG0569;SPC NE       -    13,976.848   656,890.975   MT  1.00002567   +1 12 59.8
 KG0569;UTM  14      - 4,421,899.050   571,407.297   MT  0.99966277   +0 32 12.0
 KG0569
 KG0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0569!SPC KS N     -   0.99991966  x   1.00003006  =   0.99994972
 KG0569!SPC NE       -   0.99991966  x   1.00002567  =   0.99994533
 KG0569!UTM  14      -   0.99991966  x   0.99966277  =   0.99958246
 KG0569
 KG0569:                Primary Azimuth Mark                     Grid Az
 KG0569:SPC KS N     -  HARRISON AZ MK                           097 53 56.2
 KG0569:SPC NE       -  HARRISON AZ MK                           096 34 42.5
 KG0569:UTM  14      -  HARRISON AZ MK                           097 15 30.3
 KG0569
 KG0569|---------------------------------------------------------------------|
 KG0569| PID    Reference Object                     Distance      Geod. Az  |
 KG0569|                                                           dddmmss.s |
 KG0569| CN8736 HARRISON AZ MK                                     0974742.3 |
 KG0569| CN8737 HARRISON RM 1                        14.611 METERS 18302     |
 KG0569| CN8739 HARRISON RM 3                        14.597 METERS 18305     |
 KG0569| CN8738 HARRISON RM 2                        12.713 METERS 27020     |
 KG0569| CN8740 HARRISON RM 4                        10.704 METERS 27833     |
 KG0569|---------------------------------------------------------------------|
 KG0569
 KG0569                          SUPERSEDED SURVEY CONTROL
 KG0569
 KG0569  NAD 83(1997)-  39 56 39.14060(N)    098 09 50.90132(W) AD(       ) 3
 KG0569  NAD 83(1986)-  39 56 39.14549(N)    098 09 50.90172(W) AD(       ) 3
 KG0569  NAD 27      -  39 56 39.08900(N)    098 09 49.72600(W) AD(       ) 3
 KG0569
 KG0569.Superseded values are not recommended for survey control.
 KG0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0569.See file dsdata.txt to determine how the superseded data were derived.
 KG0569
 KG0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK7140721899(NAD 83)
 KG0569_MARKER: DS = TRIANGULATION STATION DISK
 KG0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0569
 KG0569  HISTORY     - Date     Condition        Report By
 KG0569  HISTORY     - 1950     MONUMENTED       CGS
 KG0569  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KG0569
 KG0569                          STATION DESCRIPTION
 KG0569
 KG0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0569'THE STATION IS LOCATED ABOUT 7-1/4 MILES WEST-NORTHWEST OF WEBBER,
 KG0569'4 MILES SOUTH OF THE NEBRASKA-KANSAS STATE LINE AND ON THE NORTH
 KG0569'RIGHT-OF-WAY OF AN EAST-WEST DIRT ROAD.  IT IS 25 FEET NORTH OF THE
 KG0569'CENTER OF AN EAST-WEST ROAD, 5 FEET WEST OF A WITNESS POST AND
 KG0569'3 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED HARRISON
 KG0569'1950 AND PROJECTS 3 INCHES.
 KG0569'
 KG0569'REFERENCE MARK NO. 1 IS 24 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KG0569'ROAD AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KG0569'HARRISON NO 1 1950 AND PROJECTS 3 INCHES.
 KG0569'
 KG0569'REFERENCE MARK NO. 2 IS 26 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KG0569'ROAD AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KG0569'HARRISON NO 2 1950 AND PROJECTS 3 INCHES.
 KG0569'
 KG0569'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 62.0 FEET.
 KG0569'
 KG0569'THE AZIMUTH MARK IS 250 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KG0569'ROAD, 200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SCHOOL HOUSE
 KG0569'AND 2 FEET WEST OF A WITNESS POST.  IT IS STAMPED HARRISON 1950
 KG0569'AND PROJECTS 3 INCHES.
 KG0569'
 KG0569'TO REACH THE STATION FROM THE JUNCTION OF A CROSSROAD AND U.S.
 KG0569'HIGHWAY 36, ABOUT 0.2 MILE SOUTH OF THE DEPOT IN MONTROSE, GO WEST
 KG0569'ON U.S. HIGHWAY 36 FOR 1.7 MILES TO THE JUNCTION OF STATE HIGHWAY
 KG0569'14, TURN RIGHT AND GO NORTH FOR 10.0 MILES TO A CROSSROADS AND A
 KG0569'SIGN WEBBER 5 MILES, CONTINUE NORTH FOR 1.0 MILE TO A CROSSROADS.
 KG0569'TURN LEFT AND GO WEST FOR 2.15 MILES TO A CROSSROADS WITH A
 KG0569'SCHOOL HOUSE IN A SOUTHWEST ANGLE AND THE AZIMUTH MARK AS
 KG0569'DESCRIBED, CONTINUE WEST FOR 0.4 MILE TO THE STATION ON THE
 KG0569'RIGHT AS DESCRIBED.
 KG0569'
 KG0569'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0569
 KG0569                          STATION RECOVERY (1969)
 KG0569
 KG0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0569'THE STATION SURFACE MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 KG0569'NO. 2 WERE DESTROYED WHEN THE COUNTY ROAD WAS WIDENED.  THE
 KG0569'UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 KG0569'FOUND IN GOOD CONDITION.  THE OLD SCHOOL HOUSE MENTIONED IN THE
 KG0569'OLD DESCRIPTION IS GONE.
 KG0569'
 KG0569'THE UNDERGROUND STATION MARK WAS LOWERED VERTICALLY, A NEW SURFACE
 KG0569'STATION MARK WAS SET, ALSO REFERENCE MARK NO. 3 AND REFERENCE MARK
 KG0569'NO. 4 WERE SET.
 KG0569'
 KG0569'FOLLOWING IS A NEW DESCRIPTION.
 KG0569'
 KG0569'TO REACH THE STATION FROM THE JUNCTION OF A CROSSROAD AND U.S.
 KG0569'HIGHWAY 36 WHICH IS ABOUT 0.2 MILE SOUTH OF THE DEPOT IN MONTROSE,
 KG0569'GO WEST ON U.S. HIGHWAY 36 FOR 1.7 MILES TO THE JUNCTION OF STATE
 KG0569'HIGHWAY 14.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 14 FOR 10.0
 KG0569'MILES TO A CROSSROAD AND A SIGN WEBBER 5 MILES.  CONTINUE NORTH
 KG0569'ON THE HIGHWAY FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO
 KG0569'WEST ON A GRAVELED ROAD FOR 2.15 MILES TO A CROSSROAD AND THE
 KG0569'AZIMUTH MARK AT THE SOUTHWEST CORNER OF OLD SCHOOLYARD.  CONTINUE
 KG0569'WEST FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 KG0569'
 KG0569'STATION MARKS ARE STANDARD DISKS STAMPED HARRISON 1950 1969.  THE
 KG0569'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 KG0569'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 24 FEET NORTH OF THE
 KG0569'CENTER OF THE ROAD, 10 FEET EAST OF THE CENTER OF A FIELD
 KG0569'ENTRANCE, 7 FEET SOUTH OF THE EAST GATE POST AND FENCE, 7 FEET
 KG0569'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 1 FOOT WEST OF A METAL WITNESS
 KG0569'POST, AND AT THE EAST EDGE OF A FIELD ENTRANCE IN A ROAD DITCH.
 KG0569'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 KG0569'CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 KG0569'
 KG0569'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HARRISON 1950 NO. 3
 KG0569'1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KG0569'WITH THE SURFACE OF THE GROUND.  IT IS 25 FEET SOUTH OF THE CENTER
 KG0569'OF THE ROAD AND 6 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE.
 KG0569'
 KG0569'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HARRISON 1950 NO. 4
 KG0569'1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KG0569'7 INCHES.  IT IS 29 FEET NORTH OF THE CENTER OF THE ROAD, 15 FEET
 KG0569'WEST OF THE WEST GATE POST, AND 2 FEET SOUTH OF A FENCE.
 KG0569'
 KG0569'AZIMUTH MARK, A STANDARD DISK STAMPED HARRISON 1950, IS SET IN THE
 KG0569'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IN THE
 KG0569'SOUTHWEST ANGLE OF A CROSSROAD, 200 FEET SOUTH OF THE CENTER OF
 KG0569'THE EAST-WEST ROAD, 37 FEET NORTHEAST OF A CORNER FENCE POST AT
 KG0569'THE SOUTHWEST CORNER OF THE OLD SCHOOLYARD, 32.5 FEET EAST OF A
 KG0569'NORTH-SOUTH FENCE, 6 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 KG0569'OLD OUTHOUSE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 KG0569'
 KG0569'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6-1/2
 KG0569'MI SW OF SUPERIOR, NEBR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0875 ***********************************************************************
 HH0875  DESIGNATION -  HARSBERGER RESET
 HH0875  PID         -  HH0875
 HH0875  STATE/COUNTY-  KS/FORD
 HH0875  USGS QUAD   -  ENSIGN SE (1969)
 HH0875
 HH0875                         *CURRENT SURVEY CONTROL
 HH0875  ___________________________________________________________________
 HH0875* NAD 83(1997)-  37 32 02.88145(N)    100 00 58.07496(W)     ADJUSTED  
 HH0875* NAVD 88     -       804.1    (meters)    2638.     (feet)  VERTCON   
 HH0875  ___________________________________________________________________
 HH0875  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HH0875  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 HH0875
 HH0875  HORZ ORDER  -  FIRST
 HH0875  VERT ORDER  -  THIRD ? (See Below)
 HH0875
 HH0875.The horizontal coordinates were established by classical geodetic methods
 HH0875.and adjusted by the National Geodetic Survey in October 1998..
 HH0875
 HH0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0875.The vertical order pertains to the NGVD 29 superseded value.
 HH0875
 HH0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0875
 HH0875.The geoid height was determined by GEOID03.
 HH0875
 HH0875;                    North         East     Units Scale Factor Converg.
 HH0875;SPC KS S     -   497,365.010   266,007.919   MT  0.99995819   -0 55 54.1
 HH0875;UTM  14      - 4,154,613.270   410,223.699   MT  0.99969928   -0 37 08.8
 HH0875
 HH0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0875!SPC KS S     -   0.99987798  x   0.99995819  =   0.99983618
 HH0875!UTM  14      -   0.99987798  x   0.99969928  =   0.99957730
 HH0875
 HH0875:                Primary Azimuth Mark                     Grid Az
 HH0875:SPC KS S     -  RICHLAND VALLEY HOPE LUTH CH             004 56 38.4
 HH0875:UTM  14      -  RICHLAND VALLEY HOPE LUTH CH             004 37 53.1
 HH0875
 HH0875|---------------------------------------------------------------------|
 HH0875| PID    Reference Object                     Distance      Geod. Az  |
 HH0875|                                                           dddmmss.s |
 HH0875| HH0870 RICHLAND VALLEY HOPE LUTH CH        APPROX.12.8 KM 0040044.3 |
 HH0875| CK9819 HARSBERGER RM 3                      42.565 METERS 02406     |
 HH0875| HH0872 MINNEOLA TV STA KTVC MAST           APPROX. 1.9 KM 0451306.5 |
 HH0875| CK9820 HARSBERGER RM 4                      16.916 METERS 08201     |
 HH0875| HH0873 MINNEOLA RAD STA KAF 216 MAST       APPROX. 1.0 KM 1632532.7 |
 HH0875| HH0908 FOWLER MICH WISC PIPELINE MAST      APPROX.18.6 KM 2114458.0 |
 HH0875| CK9816 HARSBERGER AZ MK                                   2371202.7 |
 HH0875| CK9817 HARSBERGER RM 1                      25.927 METERS 26612     |
 HH0875| CK9818 HARSBERGER RM 2                      24.578 METERS 35438     |
 HH0875|---------------------------------------------------------------------|
 HH0875
 HH0875                          SUPERSEDED SURVEY CONTROL
 HH0875
 HH0875  NAD 83(1997)-  37 32 02.88925(N)    100 00 58.07465(W) AD(       ) 1
 HH0875  NAD 83(1986)-  37 32 02.88067(N)    100 00 58.07554(W) AD(       ) 1
 HH0875  NAD 27      -  37 32 02.80588(N)    100 00 56.58899(W) AD(       ) 1
 HH0875  NGVD 29 (07/19/86)  803.8    (m)         2637.     (f) LEVELING    3  
 HH0875
 HH0875.Superseded values are not recommended for survey control.
 HH0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0875.See file dsdata.txt to determine how the superseded data were derived.
 HH0875
 HH0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1022454613(NAD 83)
 HH0875_MARKER: DS = TRIANGULATION STATION DISK
 HH0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0875
 HH0875  HISTORY     - Date     Condition        Report By
 HH0875  HISTORY     - 1961     MONUMENTED       CGS
 HH0875  HISTORY     - 1964     GOOD             CGS
 HH0875  HISTORY     - 1967     SEE DESCRIPTION  CGS
 HH0875  HISTORY     - 1970     GOOD             NGS
 HH0875
 HH0875                          STATION DESCRIPTION
 HH0875
 HH0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0875'THE STATION IS APPROXIMATELY 15-1/2 MILES SOUTH OF DODGE CITY, 7-1/2
 HH0875'MILES NORTHWEST OF BLOOM, 6 MILES NORTH OF MINNEOLA, IN THE
 HH0875'SOUTHWEST QUARTER OF SECTION 11, T 29 S, R 25 W, ON THE WEST SIDE OF
 HH0875'U. S.  HIGHWAY 283 AND ON PROPERTY OWNED BY MRS. HARSBERGER.
 HH0875'
 HH0875'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAYS 283 AND
 HH0875'54, IN MINNEOLA, GO NORTH ON HIGHWAY 283 FOR 5.65 MILES TO THE
 HH0875'KANSAS POWER AND LIGHT COMPANY PLANT AND WATER TANK ON THE RIGHT.
 HH0875'CONTINUE NORTH ON HIGHWAY 283 FOR 0.4 MILE TO A CROSSROAD.
 HH0875'CONTINUE NORTH ON HIGHWAY 283 FOR 0.15 MILE TO THE STATION ON THE
 HH0875'LEFT, 113 FEET WEST OF THE CENTER OF THE HIGHWAY.
 HH0875'
 HH0875'STATION MARKS ARE STANDARD DISKS STAMPED HARSBERGER 1961.  THE
 HH0875'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 HH0875'INCHES.  IT IS AN OPEN PASTURE LAND, 144 FEET NORTHWEST OF A
 HH0875'TELEPHONE POLE, 144 FEET SOUTHWEST OF A TELEPHONE POLE, 56 FEET WEST
 HH0875'OF A TELEPHONE POLE WITH A SMALL TRIANGLE BLAZE ON THE SOUTH
 HH0875'SIDE AND 1.8 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND
 HH0875'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 HH0875'SURFACE OF THE GROUND.
 HH0875'
 HH0875'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARSBERGER NO 1 1961,
 HH0875'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 141
 HH0875'FEET WEST OF THE TELEPHONE POLE WITH THE TRIANGLE BLAZE.
 HH0875'
 HH0875'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARSBERGER NO 2 1961 IS
 HH0875'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 102.5
 HH0875'FEET NORTHWEST OF THE TELEPHONE POLE WITH THE TRIANGLE BLAZE, 83
 HH0875'FEET SOUTHWEST OF THE TELEPHONE POLE AND 62 FEET WEST OF A FENCE.
 HH0875'
 HH0875'AZIMUTH MARK, A STANDARD DISK STAMPED HARSBERGER 1961, IS SET IS A
 HH0875'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 20 FEET SOUTH
 HH0875'OF THE CENTER OF THE DIRT ROAD, 3 FEET NORTH OF A FENCE, 1.8 FEET
 HH0875'WEST OF A METAL WITNESS POST AND 1.5 FEET EAST OF A POWER POLE.
 HH0875'
 HH0875'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 283
 HH0875'FOR 0.15 MILE TO A CROSSROAD.  TURN RIGHT, WEST, ON A DIRT ROAD FOR
 HH0875'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, NEAR A POWER POLE.
 HH0875'
 HH0875'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HH0875'
 HH0875'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HH0875
 HH0875                          STATION RECOVERY (1964)
 HH0875
 HH0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HH0875'ALL MARKS WERE RECOVERED IN GOOD CONDITION, THE DISTANCES AND
 HH0875'DIRECTIONS TO THE MARKS WERE VERIFIED, AND THE DESCRIPTION IS
 HH0875'ENTIRELY ADEQUATE.
 HH0875'
 HH0875'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0875
 HH0875                          STATION RECOVERY (1967)
 HH0875
 HH0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HH0875'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HH0875'AT THE REQUEST OF THE PROPERTY OWNER THE STATION MARK WAS LOWERED AND
 HH0875'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE MOVED BECAUSE
 HH0875'THE MARKS WERE IN A CULTIVATED FIELD.
 HH0875'
 HH0875'THE STATION SURFACE MARK WAS LOWERED -2.409 FEET, REFERENCE MARK NO.
 HH0875'3 AND REFERENCE MARK NO. 4 WERE SET.
 HH0875'
 HH0875'FOLLOWING IS A NEW DESCRIPTION.
 HH0875'
 HH0875'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 56 AND 283
 HH0875'AT THE SOUTH EDGE OF DODGE CITY, GO SOUTH ON U. S. HIGHWAY 283 FOR
 HH0875'13.85 MILES TO THE STATION ON THE RIGHT.  (0.15 MILE NORTH OF A
 HH0875'CROSSROAD AND MR. HARSBERGERS FARM HOUSE IN THE NORTHWEST ANGLE.
 HH0875'
 HH0875'STATION SURFACE MARK, A STANDARD DISK STAMPED HARSBERGER 1961 1967,
 HH0875'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 2 FEET BELOW THE
 HH0875'SURFACE OF THE GROUND.  IT IS 144 FEET SOUTHWEST OF A TELEPHONE
 HH0875'POLE, 144 FEET NORTHWEST OF A TELEPHONE POLE, 113 FEET WEST OF THE
 HH0875'CENTERLINE OF U. S. HIGHWAY 283, AND 56 FEET WEST OF A
 HH0875'TELEPHONE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 HH0875'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND AND STAMPED
 HH0875'HARSBERGER 1961.
 HH0875'
 HH0875'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HARSBERGER 1961 NO. 3
 HH0875'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 HH0875'INCHES.  IT IS 58.5 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY
 HH0875'283, AND 6 FEET SOUTH OF A TELEPHONE POLE.
 HH0875'
 HH0875'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HARSBERGER 1961 NO. 4
 HH0875'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 HH0875'INCHES.  IT IS 59.5 FEET WEST OF THE CENTERLINE OF U. S. HIGHWAY
 HH0875'283, 8.5 FEET NORTH OF A TELEPHONE POLE, AND 1.5 FEET NORTH OF A
 HH0875'METAL WITNESS POST.
 HH0875'
 HH0875'AZIMUTH MARK, A STANDARD DISK STAMPED HARSBERGER 1961, IS SET IN THE
 HH0875'TOP OF A SQUARE POST WHICH PROJECTS 4 INCHES.  IT IS 20 FEET SOUTH
 HH0875'OF THE CENTER OF A GRAVELED ROAD, 1.8 FEET WEST OF A METAL WITNESS
 HH0875'POST AND 1.5 FEET EAST OF A POWERLINE POLE.
 HH0875'
 HH0875'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U. S.
 HH0875'HIGHWAY 283 FOR 0.15 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 HH0875'A GRAVELED ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 HH0875'
 HH0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH OF
 HH0875'MINNEOLA.
 HH0875
 HH0875                          STATION RECOVERY (1970)
 HH0875
 HH0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0875'STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 HH0875'RECOVERED AND FOUND IN GOOD CONDITION.  A DIFFERENCE IN THE DISTANCE
 HH0875'TO BOTH REFERENCE MARKS WAS NOTED AND CHECKED IN THE FIELD.  THE
 HH0875'DIRECTION TO ALL MARKS CHECKED THE 1967 DATA.
 HH0875'
 HH0875'THE STATION IS LOCATED ABOUT 15.0 MILES NORTHEAST OF FOWLER, 14.0
 HH0875'MILES SOUTH OF DODGE CITY, 8.0 MILES NORTH OF MINNEOLA, ON THE WEST
 HH0875'SIDE OF U. S. HIGHWAY 283 AND IS ON PROPERTY OWNED BY MRS.
 HH0875'HARSBERGER WHO LIVES 0.1 MILE SOUTH OF THE STATION.
 HH0875'
 HH0875'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 54 AND
 HH0875'283 IN MINNEOLA, GO NORTH ON U. S. HIGHWAY 283 FOR 5.85 MILES TO THE
 HH0875'ENTRANCE TO THE KANSAS POWER AND LIGHT COMPANY PLANT ON THE RIGHT.
 HH0875'CONTINUE NORTH ON THE HIGHWAY FOR 0.45 MILE TO A CROSSROAD.  (TO
 HH0875'REACH THE AZIMUTH MARK, TURN LEFT AND GO WEST ON A BLADED ROAD FOR
 HH0875'0.25 MILE TO THE MARK ON THE LEFT.) CONTINUE NORTH ON THE
 HH0875'HIGHWAY FOR 0.15 MILE TO THE STATION ON THE LEFT.
 HH0875'
 HH0875'STATION MARK IS A STANDARD DISK, STAMPED HARSBERGER 1961 1967, SET
 HH0875'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 2.0 FEET BELOW
 HH0875'THE GROUND SURFACE.  IT IS 145.0 FEET SOUTHWEST OF A TELEPHONE
 HH0875'POLE, 144.0 FEET NORTHWEST OF A TELEPHONE POLE, 114 FEET WEST OF
 HH0875'THE CENTER OF U. S. HIGHWAY 283, 56.0 FEET WEST OF A METAL WITNESS
 HH0875'POST AND 56.0 FEET WEST OF A TELEPHONE POLE.
 HH0875'
 HH0875'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HARSBERGER 1961 NO 3
 HH0875'1967, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 HH0875'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 141.5 FEET
 HH0875'NORTH OF THE WITNESS POST, 58.0 FEET WEST OF THE CENTER OF THE
 HH0875'HIGHWAY AND 6.0 FEET SOUTH OF A TELEPHONE POLE.
 HH0875'
 HH0875'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED HARSBERGER 1961 NO 4
 HH0875'1967, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 HH0875'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 144.8 FEET
 HH0875'NORTH OF A TELEPHONE POLE, 59.0 FEET WEST OF THE CENTER OF THE
 HH0875'HIGHWAY AND 1.8 FEET NORTH OF THE WITNESS POST.
 HH0875'
 HH0875'AZIMUTH MARK IS A STANDARD DISK, STAMPED HARSBERGER 1961, SET IN THE
 HH0875'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 5
 HH0875'INCHES ABOVE THE GROUND SURFACE.  IT IS 2.0 FEET EAST OF A
 HH0875'POWER-LINE POLE, 21 FEET SOUTH OF THE CENTER OF A BLADED ROAD AND
 HH0875'1.8 FEET WEST OF A METAL WITNESS POST.
 HH0875'
 HH0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES NORTH OF
 HH0875'MINNEOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1369 ***********************************************************************
 JF1369  DESIGNATION -  HARTFORD
 JF1369  PID         -  JF1369
 JF1369  STATE/COUNTY-  KS/LYON
 JF1369  USGS QUAD   -  EMPORIA SE (1973)
 JF1369
 JF1369                         *CURRENT SURVEY CONTROL
 JF1369  ___________________________________________________________________
 JF1369* NAD 83(1997)-  38 18 20.65825(N)    096 02 41.20372(W)     ADJUSTED  
 JF1369* NAVD 88     -       376.8    (meters)    1236.     (feet)  VERTCON   
 JF1369  ___________________________________________________________________
 JF1369  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 JF1369  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 JF1369
 JF1369  HORZ ORDER  -  FIRST
 JF1369
 JF1369.The horizontal coordinates were established by classical geodetic methods
 JF1369.and adjusted by the National Geodetic Survey in October 1998..
 JF1369
 JF1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1369
 JF1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1369
 JF1369.The geoid height was determined by GEOID03.
 JF1369
 JF1369;                    North         East     Units Scale Factor Converg.
 JF1369;SPC KS S     -   584,742.215   614,716.077   MT  0.99995880   +1 30 31.7
 JF1369;UTM  14      - 4,243,871.062   758,406.412   MT  1.00042243   +1 49 58.2
 JF1369;UTM  15      - 4,244,125.511   233,760.917   MT  1.00047305   -1 53 18.4
 JF1369
 JF1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1369!SPC KS S     -   0.99994572  x   0.99995880  =   0.99990452
 JF1369!UTM  14      -   0.99994572  x   1.00042243  =   1.00036813
 JF1369!UTM  15      -   0.99994572  x   1.00047305  =   1.00041875
 JF1369
 JF1369:                Primary Azimuth Mark                     Grid Az
 JF1369:SPC KS S     -  LEBO GRANGE COOP GRAIN ELEV              051 48 32.3
 JF1369:UTM  14      -  LEBO GRANGE COOP GRAIN ELEV              051 29 05.8
 JF1369:UTM  15      -  LEBO GRANGE COOP GRAIN ELEV              055 12 22.4
 JF1369
 JF1369|---------------------------------------------------------------------|
 JF1369| PID    Reference Object                     Distance      Geod. Az  |
 JF1369|                                                           dddmmss.s |
 JF1369| JE1752 LEBO GRANGE COOP GRAIN ELEV         APPROX.20.1 KM 0531904.0 |
 JF1369| JE1756 HARTFORD MUNICIPAL TANK             APPROX. 7.5 KM 0864843.8 |
 JF1369| CL5328 HARTFORD RM 1                         8.533 METERS 09151     |
 JF1369| CL5327 HARTFORD AZ MK                                     1094001.0 |
 JF1369| JF1372 OLPE ST JOSEPH CATH CH DOME         APPROX.11.6 KM 2460128.4 |
 JF1369| JF1377 VORTAC OLPE EMP                     APPROX. 8.3 KM 2584832.2 |
 JF1369| JF1409 EMPORIA MOBILFONE MAST              APPROX.20.3 KM 3043557.2 |
 JF1369| JF1382 EMPORIA RADIO STA KVOE MAST         APPROX.14.5 KM 3074414.8 |
 JF1369| JF1415 EMPORIA CS GAS MICROWAVE            APPROX.27.6 KM 3110211.8 |
 JF1369| JF1407 EMPORIA CABLEVISION MAST            APPROX.18.6 KM 3115012.8 |
 JF1369| JF1406 EMPORIA BLACKTOP CONSTR MAST        APPROX.15.0 KM 3152717.2 |
 JF1369| CL5329 HARTFORD RM 2                         8.351 METERS 33758     |
 JF1369|---------------------------------------------------------------------|
 JF1369
 JF1369                          SUPERSEDED SURVEY CONTROL
 JF1369
 JF1369  NAD 83(1986)-  38 18 20.66515(N)    096 02 41.20667(W) AD(       ) 1
 JF1369  NAD 27      -  38 18 20.60523(N)    096 02 40.23927(W) AD(       ) 1
 JF1369  NGVD 29 (07/19/86)  376.6    (m)         1236.     (f) VERT ANG       
 JF1369
 JF1369.Superseded values are not recommended for survey control.
 JF1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1369.See file dsdata.txt to determine how the superseded data were derived.
 JF1369
 JF1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5840643871(NAD 83)
 JF1369_MARKER: DS = TRIANGULATION STATION DISK
 JF1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1369+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1999
 JF1369
 JF1369  HISTORY     - Date     Condition        Report By
 JF1369  HISTORY     - 1956     MONUMENTED       CGS
 JF1369  HISTORY     - 1968     GOOD             CGS
 JF1369  HISTORY     - 1974     GOOD             NGS
 JF1369  HISTORY     - 19991216 GOOD             LOCENG
 JF1369
 JF1369                          STATION DESCRIPTION
 JF1369
 JF1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1369'THE STATION IS ABOUT 4-1/2 MILES WEST OF HARTFORD, 10 MILES
 JF1369'SOUTHEAST OF EMPORIA, ON A HIGH HILL IN A PASTURE OWNED BY
 JF1369'MR. J.C. MCKINNEY WHO LIVES 2 MILES EAST AND 2 MILES NORTH OF THE
 JF1369'STATION.  IT IS NEAR THE NORTHEAST EDGE OF A ROCKY AREA, 63 FEET
 JF1369'EAST OF THE HIGHEST PART OF A ROCK PILE AND 4 FEET NORTHWEST
 JF1369'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 JF1369'STAMPED HARTFORD 1956.
 JF1369'
 JF1369'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE HARTFORD
 JF1369'PUBLIC SCHOOL IN HARTFORD, GO SOUTH ON PAVED STREET FOR 0.2 MILE
 JF1369'TO A RAILROAD CROSSING.  CROSS TRACKS AND GO SOUTH ON GRAVEL
 JF1369'STREET FOR 0.15 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST
 JF1369'FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 0.1
 JF1369'MILE TO A Y-INTERSECTION.  TAKE RIGHT FORK AND GO WEST ON DIRT
 JF1369'ROAD FOR 4.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 JF1369'WEST ON DIRT ROAD FOR 0.3 MILE TO A SECTION-LINE ROAD.  TURN
 JF1369'RIGHT THROUGH GATE AND GO NORTH ON DIRT ROAD FOR 0.2 MILE TO
 JF1369'A A GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND GO WEST
 JF1369'ACROSS PASTURE FOR 0.15 MILE TO THE STATION.
 JF1369'
 JF1369'REFERENCE MARK 1 IS 26 FEET EAST OF THE WHITE WITNESS POST.
 JF1369'THE MARK IS FLUSH AND THE DISK IS STAMPED HARTFORD NO 1 1956.
 JF1369'
 JF1369'REFERENCE MARK 2 IS 57 FEET NORTHEAST OF THE HIGHEST PART OF
 JF1369'THE ROCK PILE AND 32 FEET NORTH OF THE WHITE WITNESS POST.
 JF1369'THE MARK IS FLUSH AND THE DISK IS STAMPED HARTFORD NO 2 1956.
 JF1369'
 JF1369'THE AZIMUTH MARK IS 22 FEET NORTH OF THE CENTERLINE OF THE DIRT
 JF1369'ROAD, 18 FEET WEST OF THE CENTERLINE OF A LANE INTO A PASTURE,
 JF1369'3 FEET EAST OF A WHITE WITNESS POST, 1 FOOT SOUTH OF A FENCE AND
 JF1369'IS ON ROAD RIGHT-OF-WAY.  THE MARK PROJECTS 2 INCHES AND THE DISK
 JF1369'IS STAMPED HARTFORD 1956.
 JF1369'
 JF1369'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS
 JF1369
 JF1369                          STATION RECOVERY (1968)
 JF1369
 JF1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1369'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1369'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOULSY DESCRIBED AND
 JF1369'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1369'RECOVERY.
 JF1369'
 JF1369'A METAL WITNESS POST WAS SET 1.5 FEET WEST OF THE AZIMUTH MARK.
 JF1369'
 JF1369'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SCHOOL
 JF1369'IN HARTFORD, GO SOUTH FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT
 JF1369'AND GO WEST FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO
 JF1369'SOUTH FOR 0.1 MILE TO A Y-INTERSECTION.  TURN RIGHT AND GO
 JF1369'WEST ON A DIRT ROAD FOR 4.3 MILES TO A GATE AT PASTURE ENTRANCE
 JF1369'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON A DIRT ROAD
 JF1369'FOR 0.45 MILE TO A LOCKED GATE ON THE RIGHT.  PASS THROUGH
 JF1369'GATE AND GO NORTH 0.2 MILE TO THE HIGHEST POINT OF HILL AND
 JF1369'THE STATION.
 JF1369'
 JF1369'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4.5 MILES
 JF1369'WEST OF HARTFORD.
 JF1369
 JF1369                          STATION RECOVERY (1974)
 JF1369
 JF1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JF1369'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 JF1369'FOUND IN GOOD CONDITION AND RECOVERED AS PREVIOUSLY DESCRIBED BY
 JF1369'L.F. SMITH IN 1968.
 JF1369'
 JF1369'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES WEST OF
 JF1369'HARTFORD.
 JF1369
 JF1369                          STATION RECOVERY (1999)
 JF1369
 JF1369'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (CMC)
 JF1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1756 ***********************************************************************
 JE1756  DESIGNATION -  HARTFORD MUNICIPAL TANK
 JE1756  PID         -  JE1756
 JE1756  STATE/COUNTY-  KS/LYON
 JE1756  USGS QUAD   -  HARTFORD (1970)
 JE1756
 JE1756                         *CURRENT SURVEY CONTROL
 JE1756  ___________________________________________________________________
 JE1756* NAD 83(1997)-  38 18 34.01819(N)    095 57 34.22444(W)     ADJUSTED  
 JE1756* NAVD 88     -                                                        
 JE1756  ___________________________________________________________________
 JE1756  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 JE1756  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JE1756
 JE1756  HORZ ORDER  -  THIRD
 JE1756
 JE1756.The horizontal coordinates were established by classical geodetic methods
 JE1756.and adjusted by the National Geodetic Survey in October 1998..
 JE1756
 JE1756
 JE1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1756
 JE1756.The geoid height was determined by GEOID03.
 JE1756
 JE1756;                    North         East     Units Scale Factor Converg.
 JE1756;SPC KS S     -   585,353.771   622,160.320   MT  0.99995924   +1 33 40.3
 JE1756;UTM  15      - 4,244,294.968   241,231.975   MT  1.00042473   -1 50 08.3
 JE1756;UTM  14      - 4,244,525.072   765,850.700   MT  1.00047051   +1 53 09.4
 JE1756
 JE1756                          SUPERSEDED SURVEY CONTROL
 JE1756
 JE1756  NAD 83(1986)-  38 18 34.02464(N)    095 57 34.22700(W) AD(       ) 4
 JE1756  NAD 27      -  38 18 33.96279(N)    095 57 33.26657(W) AD(       ) 3
 JE1756
 JE1756.Superseded values are not recommended for survey control.
 JE1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1756.See file dsdata.txt to determine how the superseded data were derived.
 JE1756
 JE1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC4123244295(NAD 83)
 JE1756_MARKER: 53 = ELEVATED TANK
 JE1756
 JE1756  HISTORY     - Date     Condition        Report By
 JE1756  HISTORY     - 1956     FIRST OBSERVED   CGS
 JE1756  HISTORY     - 1974     GOOD             NGS
 JE1756
 JE1756                          STATION DESCRIPTION
 JE1756
 JE1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1756'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL WATER
 JE1756'TANK OF HARTFORD.  IT IS LOCATED ABOUT 1 BLOCK NORTHWEST OF THE
 JE1756'MAIN PART OF TOWN, IN THE CENTER OF A PARKWAY.  THE TANK IS
 JE1756'SUPPORTED BY A 4 LEGGED STEEL STRUCTURE, OVERALL HEIGHT IS
 JE1756'ABOUT 120 FEET.  THE TOP OF THE TANK IS PAINTED RED, WHILE THE
 JE1756'LOWER PART OF THE TANK AND SUPPORTING STRUCTURE ARE PAINTED
 JE1756'ALUMINUM.  THE WORD HARTFORD IS PAINTED IN BLACK ON THE EAST
 JE1756'SIDE OF THE TANK.  THE APEX OF THE TANK IS ABOUT 120 FEET ABOVE
 JE1756'THE GROUND.
 JE1756
 JE1756                          STATION RECOVERY (1974)
 JE1756
 JE1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1756'THE STATION, HARTFORD MUNICIPAL WATER TANK, WAS RECOVERED AS
 JE1756'DESCRIBED BY W.N. MARTIN IN 1956.  THE NAME OF THE STATION WAS
 JE1756'ALTERED TO AGREE WITH PRESENT STANDARDS FOR INTERSECTION STATION
 JE1756'NAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0891 ***********************************************************************
 KF0891  DESIGNATION -  HARVEY
 KF0891  PID         -  KF0891
 KF0891  STATE/COUNTY-  KS/OTTAWA
 KF0891  USGS QUAD   -  MINNEAPOLIS NORTH (1965)
 KF0891
 KF0891                         *CURRENT SURVEY CONTROL
 KF0891  ___________________________________________________________________
 KF0891* NAD 83(1997)-  39 13 10.73887(N)    097 40 59.18826(W)     ADJUSTED  
 KF0891* NAVD 88     -       420.     (meters)    1378.     (feet)  SCALED    
 KF0891  ___________________________________________________________________
 KF0891  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 KF0891  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 KF0891
 KF0891  HORZ ORDER  -  SECOND
 KF0891
 KF0891.The horizontal coordinates were established by classical geodetic methods
 KF0891.and adjusted by the National Geodetic Survey in October 1998..
 KF0891
 KF0891.The orthometric height was scaled from a topographic map.
 KF0891
 KF0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0891
 KF0891.The geoid height was determined by GEOID03.
 KF0891
 KF0891;                    North         East     Units Scale Factor Converg.
 KF0891;SPC KS N     -    98,439.018   427,364.918   MT  0.99995700   +0 12 01.8
 KF0891;UTM  14      - 4,341,977.931   613,680.624   MT  0.99975912   +0 49 57.9
 KF0891
 KF0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0891!SPC KS N     -   0.99993836  x   0.99995700  =   0.99989536
 KF0891!UTM  14      -   0.99993836  x   0.99975912  =   0.99969749
 KF0891
 KF0891|---------------------------------------------------------------------|
 KF0891| PID    Reference Object                     Distance      Geod. Az  |
 KF0891|                                                           dddmmss.s |
 KF0891| CN8745 HARVEY RM 1                          31.006 METERS 02136     |
 KF0891| CN8744 HARVEY AZ MK                                       0734650.3 |
 KF0891| KF0890 MINNEAPOLIS MUN STANDPIPE           APPROX.10.2 KM 1892133.9 |
 KF0891| CN8746 HARVEY RM 2                          33.878 METERS 28924     |
 KF0891| KF0910 DELPHOS MUNICIPAL TANK              APPROX. 9.5 KM 3100732.3 |
 KF0891| KF0909 GLASCO MUNICIPAL TANK               APPROX.20.7 KM 3194426.6 |
 KF0891|---------------------------------------------------------------------|
 KF0891
 KF0891                          SUPERSEDED SURVEY CONTROL
 KF0891
 KF0891  NAD 83(1986)-  39 13 10.74758(N)    097 40 59.18725(W) AD(       ) 2
 KF0891  NAD 27      -  39 13 10.75300(N)    097 40 58.06000(W) AD(       ) 2
 KF0891
 KF0891.Superseded values are not recommended for survey control.
 KF0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0891.See file dsdata.txt to determine how the superseded data were derived.
 KF0891
 KF0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1368141978(NAD 83)
 KF0891_MARKER: DS = TRIANGULATION STATION DISK
 KF0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0891_STAMPING: HARVEY 1950
 KF0891_MARK LOGO: CGS   
 KF0891_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0891+STABILITY: SURFACE MOTION
 KF0891
 KF0891  HISTORY     - Date     Condition        Report By
 KF0891  HISTORY     - 1950     MONUMENTED       CGS
 KF0891  HISTORY     - 1969     GOOD             CGS
 KF0891  HISTORY     - 1989     GOOD             KSDT
 KF0891  HISTORY     - 19890301 GOOD             KSDT
 KF0891
 KF0891                          STATION DESCRIPTION
 KF0891
 KF0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0891'THE STATION IS LOCATED ABOUT 4.25 MILES EAST AND 4.0 MILES SOUTH
 KF0891'OF DELPHOS, ABOUT 6.5 MILES NORTH AND 1.25 MILES EAST OF
 KF0891'MINNEAPOLIS AND ABOUT 0.75 MILE WEST OF U.S. HIGHWAY NO. 81 IN
 KF0891'THE YARD OF LAND OWNED BY MR. M.A. HARVEY.  IT IS 93.0 FEET
 KF0891'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE, 70.0
 KF0891'FEET NORTH OF THE CENTER OF A GRADED ROAD, AND 43.0 FEET NORTH
 KF0891'OF A HEDGEROW AND 24.0 FEET WEST OF THE CENTER OF THE FARM
 KF0891'DRIVEWAY.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 KF0891'STAMPED HARVEY 1950.
 KF0891'
 KF0891'REFERENCE MARK NO. 1 IS 23.0 FEET EAST OF THE CENTER OF A FARM
 KF0891'DRIVEWAY, 7.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 KF0891'A CONCRETE FOUNDATION AND 2.0 FEET EAST-SOUTHEAST OF A POWERLINE
 KF0891'POLE WITH TRANSFORMER.  IT PROJECTS 2 INCHES ABOVE THE SURFACE OF
 KF0891'THE GROUND AND IS STAMPED HARVEY NO 1 1950.
 KF0891'
 KF0891'REFERENCE MARK NO. 2 IS AT THE WEST EDGE OF A SMALL GROVE, 57.0
 KF0891'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE AND
 KF0891'1.0 FOOT EAST OF A WOVEN WIRE FENCE.  IT PROJECTS 2 INCHES ABOVE
 KF0891'THE SURFACE OF THE GROUND AND IS STAMPED HARVEY NO 2 1950.
 KF0891'
 KF0891'THE AZIMUTH MARK IS AT THE EAST EDGE OF A CULTIVATED FIELD, 75.0
 KF0891'FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 81, AND 6.5 FEET
 KF0891'SOUTH OF TELEPHONE POLE NO. 845, AND 2.0 FEET NORTH OF A WITNESS
 KF0891'POST AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE.  IT PROJECTS 2
 KF0891'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED HARVEY
 KF0891'1950.
 KF0891'
 KF0891'TO REACH THE STATION FROM THE CITY HALL AT THE EAST EDGE OF THE
 KF0891'BUSINESS DISTRICT IN MINNEAPOLIS, GO NORTH ON STATE HIGHWAY NO.
 KF0891'106 FOR 0.7 MILE TO A CROSSROAD, CONTINUE NORTH ON A HARD
 KF0891'SURFACED ROAD (OLD U.S. HIGHWAY NO. 81) FOR 6.1 MILES TO A
 KF0891'CROSSROAD, TURN RIGHT AND GO EAST ON A GRADED ROAD FOR 1.25 MILES
 KF0891'TO A FARM DRIVEWAY INTO THE M.A. HARVEY FARM YARD AND THE
 KF0891'STATION ON THE LEFT AS DESCRIBED.
 KF0891'
 KF0891'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRADED
 KF0891'ROAD FOR 0.8 MILE TO U.S. HIGHWAY NO. 81, TURN LEFT ON U.S.
 KF0891'HIGHWAY NO. 81 AND GO NORTH FOR 0.15 MILE TO THE AZIMUTH MARK
 KF0891'ON THE LEFT AS DESCRIBED.
 KF0891'
 KF0891'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0891
 KF0891                          STATION RECOVERY (1969)
 KF0891
 KF0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0891'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KF0891'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KF0891'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KF0891'
 KF0891'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 KF0891'
 KF0891'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 KF0891'
 KF0891'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES
 KF0891'NORTH AND 1-1/4 MILES EAST OF MINNEAPOLIS.
 KF0891
 KF0891                          STATION RECOVERY (1989)
 KF0891
 KF0891'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0891'RECOVERED IN GOOD CONDITION.
 KF0891
 KF0891                          STATION RECOVERY (1989)
 KF0891
 KF0891'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0891'RECOVERED AS DESCRIBED.   OWNERSHIP--HOWARD CONSTABLE, RURAL ROUTE L,
 KF0891'DELPHOS, KANSAS 67436
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1332 ***********************************************************************
 JE1332  DESIGNATION -  HARVEYVILLE
 JE1332  PID         -  JE1332
 JE1332  STATE/COUNTY-  KS/WABAUNSEE
 JE1332  USGS QUAD   -  HARVEYVILLE (1972)
 JE1332
 JE1332                         *CURRENT SURVEY CONTROL
 JE1332  ___________________________________________________________________
 JE1332* NAD 83(1986)-  38 47 24.     (N)    095 57 28.     (W)     SCALED    
 JE1332* NAVD 88     -       340.587  (meters)    1117.41   (feet)  ADJUSTED  
 JE1332  ___________________________________________________________________
 JE1332  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 JE1332  DYNAMIC HT  -         340.353 (meters)    1116.64  (feet)  COMP
 JE1332  MODELED GRAV-     979,932.4   (mgal)                       NAVD 88
 JE1332
 JE1332  VERT ORDER  -  SECOND    CLASS 0
 JE1332
 JE1332.The horizontal coordinates were scaled from a topographic map and have
 JE1332.an estimated accuracy of +/- 6 seconds.
 JE1332
 JE1332.The orthometric height was determined by differential leveling
 JE1332.and adjusted by the National Geodetic Survey in June 1991..
 JE1332
 JE1332.The geoid height was determined by GEOID03.
 JE1332
 JE1332.The dynamic height is computed by dividing the NAVD 88
 JE1332.geopotential number by the normal gravity value computed on the
 JE1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1332.degrees latitude (g = 980.6199 gals.).
 JE1332
 JE1332.The modeled gravity was interpolated from observed gravity values.
 JE1332
 JE1332;                    North         East    Units  Estimated Accuracy
 JE1332;SPC KS N     -    52,700.      577,420.      MT  (+/- 180 meters Scaled)
 JE1332
 JE1332                          SUPERSEDED SURVEY CONTROL
 JE1332
 JE1332  NGVD 29 (??/??/92)  340.449  (m)         1116.96   (f) ADJ UNCH    2 0
 JE1332
 JE1332.Superseded values are not recommended for survey control.
 JE1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1332.See file dsdata.txt to determine how the superseded data were derived.
 JE1332
 JE1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC431976(NAD 83)
 JE1332_MARKER: Z = SEE DESCRIPTION
 JE1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1332_SP_SET: PLATFORM
 JE1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1332
 JE1332  HISTORY     - Date     Condition        Report By
 JE1332  HISTORY     - UNK      MONUMENTED       ATSFRR
 JE1332  HISTORY     - 1934     GOOD             NGS
 JE1332  HISTORY     - 1945     MARK NOT FOUND   LOCSUR
 JE1332
 JE1332                          STATION DESCRIPTION
 JE1332
 JE1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1332'IN HARVEYVILLE.
 JE1332'AT NE. CORNER OF CONC. PLATFORM AT HARVEYVILLE STATION.
 JE1332
 JE1332                          STATION RECOVERY (1945)
 JE1332
 JE1332'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 JE1332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1838 ***********************************************************************
 JE1838  DESIGNATION -  HARVEYVILLE CAA NAVIGATION TWR
 JE1838  PID         -  JE1838
 JE1838  STATE/COUNTY-  KS/WABAUNSEE
 JE1838  USGS QUAD   -  HARVEYVILLE (1972)
 JE1838
 JE1838                         *CURRENT SURVEY CONTROL
 JE1838  ___________________________________________________________________
 JE1838* NAD 83(1997)-  38 45 11.25006(N)    095 59 53.36672(W)     ADJUSTED  
 JE1838* NAVD 88     -                                                        
 JE1838  ___________________________________________________________________
 JE1838  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 JE1838  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JE1838
 JE1838  HORZ ORDER  -  THIRD
 JE1838
 JE1838.The horizontal coordinates were established by classical geodetic methods
 JE1838.and adjusted by the National Geodetic Survey in October 1998..
 JE1838
 JE1838
 JE1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1838
 JE1838.The geoid height was determined by GEOID03.
 JE1838
 JE1838;                    North         East     Units Scale Factor Converg.
 JE1838;SPC KS N     -    48,524.645   573,998.259   MT  0.99999432   +1 15 59.7
 JE1838;SPC KS S     -   634,495.325   617,459.813   MT  1.00004220   +1 32 14.8
 JE1838;UTM  15      - 4,293,650.424   239,458.561   MT  1.00043599   -1 52 40.1
 JE1838;UTM  14      - 4,293,660.932   760,861.745   MT  1.00043805   +1 52 48.4
 JE1838
 JE1838                          SUPERSEDED SURVEY CONTROL
 JE1838
 JE1838  NAD 83(1986)-  38 45 11.25612(N)    095 59 53.36637(W) AD(       ) 4
 JE1838  NAD 27      -  38 45 11.24001(N)    095 59 52.41311(W) AD(       ) 3
 JE1838
 JE1838.Superseded values are not recommended for survey control.
 JE1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1838.See file dsdata.txt to determine how the superseded data were derived.
 JE1838
 JE1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC3945993650(NAD 83)
 JE1838_MARKER: 55 = TOWER
 JE1838
 JE1838  HISTORY     - Date     Condition        Report By
 JE1838  HISTORY     - 1960     FIRST OBSERVED   CGS
 JE1838
 JE1838                          STATION DESCRIPTION
 JE1838
 JE1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1838'THE STATION IS LOCATED 2 MILES WEST AND 2 MILES SOUTH OF
 JE1838'HARVEYVILLE.  IT IS THE CENTER OF A 3 SIDED, SINGLE COLUMN, STEEL
 JE1838'TRUSSWORK STRUCTURE THAT IS HELD IN PLACE BY GUY CABLES AND HAS
 JE1838'AN OVERALL HEIGHT OF APPROXIMATELY 150 FEET.
 JE1838'
 JE1838'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31 AND
 JE1838'195 IN THE SOUTH EDGE OF HARVEYVILLE, GO WEST ON STATE HIGHWAY 31
 JE1838'FOR 1.2 MILES TO A T ROAD LEFT, TURN LEFT AND GO SOUTH ON GRAVELED
 JE1838'ROAD FOR 2.0 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO WEST FOR
 JE1838'0.8 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2008 ***********************************************************************
 JE2008  DESIGNATION -  HASKIN RESET
 JE2008  PID         -  JE2008
 JE2008  STATE/COUNTY-  KS/JOHNSON
 JE2008  USGS QUAD   -  BUCYRUS (1956)
 JE2008
 JE2008                         *CURRENT SURVEY CONTROL
 JE2008  ___________________________________________________________________
 JE2008* NAD 83(1997)-  38 44 23.76511(N)    094 41 07.50667(W)     ADJUSTED  
 JE2008* NAVD 88     -       242.3    (meters)     795.     (feet)  VERTCON   
 JE2008  ___________________________________________________________________
 JE2008  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JE2008  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JE2008
 JE2008  HORZ ORDER  -  FIRST
 JE2008
 JE2008.The horizontal coordinates were established by classical geodetic methods
 JE2008.and adjusted by the National Geodetic Survey in October 1998..
 JE2008
 JE2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE2008
 JE2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2008
 JE2008.The geoid height was determined by GEOID03.
 JE2008
 JE2008;                    North         East     Units Scale Factor Converg.
 JE2008;SPC KS N     -    50,410.544   688,112.998   MT  0.99999633   +2 05 49.9
 JE2008;SPC KS S     -   636,896.998   731,570.081   MT  1.00003887   +2 20 39.0
 JE2008;SPC MO W     -   285,596.789   833,880.170   MT  0.99994438   -0 06 57.7
 JE2008;UTM  15      - 4,289,265.948   353,519.281   MT  0.99986422   -1 03 17.6
 JE2008
 JE2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2008!SPC KS N     -   0.99996701  x   0.99999633  =   0.99996334
 JE2008!SPC KS S     -   0.99996701  x   1.00003887  =   1.00000588
 JE2008!SPC MO W     -   0.99996701  x   0.99994438  =   0.99991139
 JE2008!UTM  15      -   0.99996701  x   0.99986422  =   0.99983123
 JE2008
 JE2008:                Primary Azimuth Mark                     Grid Az
 JE2008:SPC KS N     -  BELTON OLD MUNICIPAL TANK                057 26 40.9
 JE2008:SPC KS S     -  BELTON OLD MUNICIPAL TANK                057 11 51.8
 JE2008:SPC MO W     -  BELTON OLD MUNICIPAL TANK                059 39 28.5
 JE2008:UTM  15      -  BELTON OLD MUNICIPAL TANK                060 35 48.4
 JE2008
 JE2008|---------------------------------------------------------------------|
 JE2008| PID    Reference Object                     Distance      Geod. Az  |
 JE2008|                                                           dddmmss.s |
 JE2008| JE1968 BELTON OLD MUNICIPAL TANK           APPROX.15.5 KM 0593230.8 |
 JE2008| JE1856 HARRISONVILLE MUNICIPAL TANK        APPROX.30.7 KM 1074703.6 |
 JE2008| CN6376 HASKIN RM 3                         106.269 METERS 12344     |
 JE2008| JE2010 WEA CATHOLIC CHURCH SPIRE           APPROX. 3.2 KM 1491449.1 |
 JE2008| CN6373 HASKIN AZ MK                                       1843016.6 |
 JE2008| CN6374 HASKIN RM 1                         147.152 METERS 20151     |
 JE2008| CN6375 HASKIN RM 2                          57.226 METERS 27215     |
 JE2008| JE2027 OLATHE OLD MUNICIPAL TANK           APPROX.19.1 KM 3252254.0 |
 JE2008| JE2029 OLATHE FAA ARTCC MAST               APPROX.18.1 KM 3292817.7 |
 JE2008|---------------------------------------------------------------------|
 JE2008
 JE2008                          SUPERSEDED SURVEY CONTROL
 JE2008
 JE2008  NAD 83(1986)-  38 44 23.77227(N)    094 41 07.50596(W) AD(       ) 1
 JE2008  NAD 27      -  38 44 23.73892(N)    094 41 06.66257(W) AD(       ) 1
 JE2008  NGVD 29 (07/19/86)  242.2    (m)          795.     (f) VERT ANG       
 JE2008
 JE2008.Superseded values are not recommended for survey control.
 JE2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2008.See file dsdata.txt to determine how the superseded data were derived.
 JE2008
 JE2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC5351989266(NAD 83)
 JE2008_MARKER: DS = TRIANGULATION STATION DISK
 JE2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2008
 JE2008  HISTORY     - Date     Condition        Report By
 JE2008  HISTORY     - 1967     MONUMENTED       CGS
 JE2008
 JE2008                          STATION DESCRIPTION
 JE2008
 JE2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JE2008'THE STATION SURFACE MARK WAS FOUND DESTROYED, THE UNDERGROUND
 JE2008'POINT, A JUG, WAS FOUND IN GOOD CONDITION.  REFERENCE MARK NO.
 JE2008'1 WAS RECOVERED AND FOUND IN GOOD CONDITION, BUT THE LINE
 JE2008'OF SIGHT OBSTRUCTED BY A SMALL BUILDING WHICH WILL BE DESTROYED
 JE2008'IN THE NEAR FUTURE.  REFERENCE MARK NO. 2 WAS NOT RECOVERED
 JE2008'AND WAS ASSUMED DESTROYED.  THE AZIMUTH MARK WAS RECOVERED
 JE2008'AND FOUND IN GOOD CONDITION.
 JE2008'
 JE2008'THE STATION WAS REMARKED AND LOWERED AND A NEW REFERENCE MARK
 JE2008'WAS SET.
 JE2008'
 JE2008'FOLLOWING IS A NEW DESCRIPTION.
 JE2008'
 JE2008'STATION MARKS ARE STANDARD DISKS STAMPED HASKIN 1885 1967.
 JE2008'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 JE2008'WHICH IS 2 FEET BELOW THE SURFACE OF THE GROUND.  IT IS
 JE2008'IN A CULTIVATED FIELD, 233.5 FEET EAST OF THE NORTHEAST
 JE2008'CORNER OF A CEMENT BLOCK SHED, 214 FEET NORTH-NORTHEAST OF
 JE2008'THE NORTHEAST CORNER OF A CONCRETE SLAB SHED, 88.5 FEET
 JE2008'NORTH OF THE NORTHWEST CORNER OF A CONCRETE PLATFORM AROUND
 JE2008'CISTERN, AND 104 FEET SOUTH OF A LONE TREE.  THE UNDERGROUND
 JE2008'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 JE2008'WHICH IS 4 FEET BELOW THE SURFACE OF THE GROUND.
 JE2008'
 JE2008'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HASKIN NO. 1
 JE2008'1885, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 JE2008'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 150 FEET NORTH
 JE2008'OF CENTER OF RAILROAD CROSSING, 54 FEET NORTH OF THE CENTER
 JE2008'OF OLD RAILROAD BED, 26 FEET EAST OF THE CENTER OF A FIELD
 JE2008'ROAD, 8 FEET SOUTH OF A 6-INCH PIPE FOR SINCLAIR PIPELINE, 4
 JE2008'FEET NORTHEAST OF A FENCE CORNER, AND 1 FOOT SOUTH OF A
 JE2008'WITNESS POST.
 JE2008'
 JE2008'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HASKIN 1885
 JE2008'NO. 3 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 JE2008'PROJECTS 4 INCHES.  IT IS 77 FEET NORTH-NORTHWEST OF THE
 JE2008'CENTER OF TRACK, 8 FEET NORTHWEST OF A TELEGRAPH POLE, AND 1
 JE2008'FOOT SOUTH OF A FENCE AND METAL WITNESS POST.
 JE2008'
 JE2008'AZIMUTH MARK, A STANDARD DISK STAMPED HASKIN AZIMUTH 1934,
 JE2008'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JE2008'3 INCHES.  IT IS 17 FEET WEST OF THE CENTER OF A GRAVELED
 JE2008'ROAD, 42 FEET SOUTH-SOUTHEAST OF A 10-INCH TREE POST IN
 JE2008'FENCELINE, 9 FEET EAST OF A FENCE ON WEST SIDE OF ROAD, AND
 JE2008'1 FOOT NORTH OF A METAL WITNESS POST.
 JE2008'
 JE2008'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 435 AND
 JE2008'NEW U.S. HIGHWAY 69 IN OVERLAND PARK, GO SOUTH ON NEW U.S.
 JE2008'HIGHWAY 69 FOR 5.0 MILES TO CROSSROAD (STANLEY ROAD).  CONTINUE
 JE2008'SOUTH ON NEW U.S. HIGHWAY 69 FOR 9.0 MILES TO A CROSSROAD
 JE2008'AND EXIT.  LEAVE HIGHWAY AND GO WEST FOR 0.6 MILE TO A CROSSROAD.
 JE2008'TURN RIGHT AND GO NORTH FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 JE2008'LEFT.  CONTINUE NORTH FOR 0.4 MILE TO A CROSSROAD, RAILROAD
 JE2008'CROSSING AND REFERENCE MARK NO. 1.  CONTINUE NORTH ON A
 JE2008'FIELD ROAD FOR 0.1 MILE TO A CONCRETE BLOCK SHED ON LEFT
 JE2008'AND THE STATION ON THE RIGHT.
 JE2008'
 JE2008'NOTE- STATION IS ON LAND OWNED BY MR. EARL FOOTE WHO LIVES 1
 JE2008'MILE SOUTH, 1 MILE EAST, 1/4 MILE NORTH, AND ON THE WEST SIDE OF
 JE2008'U.S. HIGHWAY 69.  BE SURE AND CONTACT MR. FOOTE BEFORE ENTERING
 JE2008'PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0439 ***********************************************************************
 KH0439  DESIGNATION -  HASTY AZ MK
 KH0439  PID         -  KH0439
 KH0439  STATE/COUNTY-  KS/SHERMAN
 KH0439  USGS QUAD   -  GOODLAND (1974)
 KH0439
 KH0439                         *CURRENT SURVEY CONTROL
 KH0439  ___________________________________________________________________
 KH0439* NAD 83(1986)-  39 20 12.     (N)    101 42 52.     (W)     SCALED    
 KH0439* NAVD 88     -      1125.657  (meters)    3693.09   (feet)  ADJUSTED  
 KH0439  ___________________________________________________________________
 KH0439  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KH0439  DYNAMIC HT  -        1124.710 (meters)    3689.99  (feet)  COMP
 KH0439  MODELED GRAV-     979,747.3   (mgal)                       NAVD 88
 KH0439
 KH0439  VERT ORDER  -  SECOND    CLASS 0
 KH0439
 KH0439.The horizontal coordinates were scaled from a topographic map and have
 KH0439.an estimated accuracy of +/- 6 seconds.
 KH0439
 KH0439.The orthometric height was determined by differential leveling
 KH0439.and adjusted by the National Geodetic Survey in June 1991..
 KH0439
 KH0439.The geoid height was determined by GEOID03.
 KH0439
 KH0439.The dynamic height is computed by dividing the NAVD 88
 KH0439.geopotential number by the normal gravity value computed on the
 KH0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0439.degrees latitude (g = 980.6199 gals.).
 KH0439
 KH0439.The modeled gravity was interpolated from observed gravity values.
 KH0439
 KH0439;                    North         East    Units  Estimated Accuracy
 KH0439;SPC KS N     -   117,950.       79,870.      MT  (+/- 180 meters Scaled)
 KH0439
 KH0439                          SUPERSEDED SURVEY CONTROL
 KH0439
 KH0439  NGVD 29 (??/??/92) 1125.200  (m)         3691.59   (f) ADJ UNCH    2 0
 KH0439
 KH0439.Superseded values are not recommended for survey control.
 KH0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0439.See file dsdata.txt to determine how the superseded data were derived.
 KH0439
 KH0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ660576(NAD 83)
 KH0439_MARKER: DZ = AZIMUTH MARK DISK
 KH0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0439_STAMPING: HASTY AZIMUTH 1933
 KH0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0439+STABILITY: SURFACE MOTION
 KH0439
 KH0439  HISTORY     - Date     Condition        Report By
 KH0439  HISTORY     - 1933     MONUMENTED       CGS
 KH0439  HISTORY     - 1967     MARK NOT FOUND   NGS
 KH0439
 KH0439                          STATION DESCRIPTION
 KH0439
 KH0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KH0439'0.8 MI NE FROM GOODLAND.
 KH0439'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 27 FROM THE CROSSING
 KH0439'OF U.S. HIGHWAY 24 AND THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0439'RAILROAD AT GOODLAND, SHERMAN COUNTY, 0.2 MILE ACROSS A CULTIVATED
 KH0439'FIELD FROM TRIANGULATION STATION HASTY DESCRIBED ABOVE, 110 YARDS
 KH0439'WEST OF AN ABANDONED RANCHHOUSE, 35 FEET NORTH OF THE CENTER
 KH0439'LINE OF THE HIGHWAY, AND 2 FEET NORTH OF A FENCE.  A STANDARD
 KH0439'REFERENCE-MARK DISK, STAMPED HASTY AZIMUTH 1933 AND SET IN THE
 KH0439'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9074 ***********************************************************************
 AA9074  DESIGNATION -  HASTY RESET
 AA9074  PID         -  AA9074
 AA9074  STATE/COUNTY-  KS/SHERMAN
 AA9074  USGS QUAD   -  GOODLAND (1974)
 AA9074
 AA9074                         *CURRENT SURVEY CONTROL
 AA9074  ___________________________________________________________________
 AA9074* NAD 83(1997)-  39 20 23.74202(N)    101 42 51.41009(W)     ADJUSTED  
 AA9074* NAVD 88     -      1125.     (meters)    3691.     (feet)  SCALED    
 AA9074  ___________________________________________________________________
 AA9074  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 AA9074  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 AA9074
 AA9074  HORZ ORDER  -  SECOND
 AA9074
 AA9074.The horizontal coordinates were established by classical geodetic methods
 AA9074.and adjusted by the National Geodetic Survey in October 1998..
 AA9074
 AA9074.The orthometric height was scaled from a topographic map.
 AA9074
 AA9074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9074
 AA9074.The geoid height was determined by GEOID03.
 AA9074
 AA9074;                    North         East     Units Scale Factor Converg.
 AA9074;SPC KS N     -   118,309.762    79,893.663   MT  0.99995806   -2 21 00.3
 AA9074;UTM  14      - 4,358,013.797   266,077.079   MT  1.00027379   -1 43 17.1
 AA9074
 AA9074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9074!SPC KS N     -   0.99982719  x   0.99995806  =   0.99978526
 AA9074!UTM  14      -   0.99982719  x   1.00027379  =   1.00010093
 AA9074
 AA9074:                Primary Azimuth Mark                     Grid Az
 AA9074:SPC KS N     -  GOODLAND MUNICIPAL STANDPIPE             004 42 25.3
 AA9074:UTM  14      -  GOODLAND MUNICIPAL STANDPIPE             004 04 42.1
 AA9074
 AA9074|---------------------------------------------------------------------|
 AA9074| PID    Reference Object                     Distance      Geod. Az  |
 AA9074|                                                           dddmmss.s |
 AA9074| KH0678 GOODLAND MUNICIPAL STANDPIPE        APPROX. 1.1 KM 0022125.0 |
 AA9074| CP8189 HASTY RM 3                           15.365 METERS 01344     |
 AA9074| KH0676 GOODLAND EQUITY EX ELEV N GAB       359.937 METERS 07131     |
 AA9074| KH0679 GOODLAND MUNICIPAL TANK             APPROX. 0.9 KM 0765248.4 |
 AA9074| CP8190 HASTY RM 4                           19.135 METERS 09324     |
 AA9074| KH0437 HASTY RM 1                          150.361 METERS 17232     |
 AA9074| KH0439 HASTY AZ MK                                        1844103.7 |
 AA9074| KH0438 HASTY RM 2                          231.371 METERS 24853     |
 AA9074| KH0692 GOODLAND RADIO STA KWGB TOWER       APPROX. 3.8 KM 2605926.4 |
 AA9074| CP8188 HASTY AZ MK 2                                      2653444.6 |
 AA9074| KH0674 GOODLAND CATHOLIC CHURCH SPIRE      APPROX. 0.6 KM 3562407.1 |
 AA9074|---------------------------------------------------------------------|
 AA9074
 AA9074                          SUPERSEDED SURVEY CONTROL
 AA9074
 AA9074  NAD 83(1986)-  39 20 23.74167(N)    101 42 51.41006(W) AD(       ) 2
 AA9074
 AA9074.Superseded values are not recommended for survey control.
 AA9074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9074.See file dsdata.txt to determine how the superseded data were derived.
 AA9074
 AA9074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6607758014(NAD 83)
 AA9074_MARKER: DS = TRIANGULATION STATION DISK
 AA9074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 AA9074_STAMPING: HASTY 1933 1973
 AA9074_PROJECTION: RECESSED 15 CENTIMETERS
 AA9074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9074+STABILITY: SURFACE MOTION
 AA9074
 AA9074  HISTORY     - Date     Condition        Report By
 AA9074  HISTORY     - 1973     MONUMENTED       NGS
 AA9074  HISTORY     - 1973     POOR             NGS
 AA9074
 AA9074                          STATION DESCRIPTION
 AA9074
 AA9074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 AA9074'THE UNDERGROUND STATION MARK, REFERENCE MARKS 3 AND 4 AND THE
 AA9074'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 AA9074'SURFACE STATION MARK WAS RECOVERED IN POOR CONDITION, HALF
 AA9074'OF THE DISK AND THE EAST TOP HALF OF THE CONCRETE MONUMENT
 AA9074'WERE BROKE OFF.  A NEW SURFACE STATION MARK WAS SET DIRECTLY
 AA9074'OVER THE UNDERGROUND STATION MARK.  THIS STATION WAS REPAIRED
 AA9074'AND OCCUPIED THIS DATE TO VERIFY THE PREVIOUS OBSERVED
 AA9074'DIRECTIONS.  THE 1965 DESCRIPTION IS ADEQUATE FOR RECOVERY OF THE
 AA9074'STATION WITH THE EXCEPTION THAT THE BUILDING MENTIONED IN
 AA9074'THE 1965 DESCRIPTION HAS BEEN REMOVED.
 AA9074'
 AA9074'FOLLOWING IS A DESCRIPTION OF THE STATION MARK.
 AA9074'
 AA9074'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED HASTY
 AA9074'1933 1973, SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 6
 AA9074'INCHES BELOW THE GROUND SURFACE.  IT IS ON THE NORTH EDGE OF AN
 AA9074'EAST-WEST TRACK ROAD AND ABOUT CENTER OF A ROAD FORK TO THE
 AA9074'LEFT THAT GOES ACROSS TWO SETS OF RAILROAD TRACKS.
 AA9074'
 AA9074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GOODLAND.
 AA9074'
 AA9074'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24
 AA9074'AND STATE HIGHWAY 27 AT THE SOUTHWEST EDGE OF GOODLAND, GO
 AA9074'NORTH ON STATE HIGHWAY 27 FOR 0.25 MILE TO A SIDE ROAD ON THE
 AA9074'RIGHT JUST BEFORE REACHING THE RAILROAD TRACKS.  TURN RIGHT
 AA9074'AND GO EAST ON THE ROAD ALONG THE SOUTH SIDE OF THE RAILROAD
 AA9074'TRACKS FOR 0.6 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0437 ***********************************************************************
 KH0437  DESIGNATION -  HASTY RM 1
 KH0437  PID         -  KH0437
 KH0437  STATE/COUNTY-  KS/SHERMAN
 KH0437  USGS QUAD   -  GOODLAND (1974)
 KH0437
 KH0437                         *CURRENT SURVEY CONTROL
 KH0437  ___________________________________________________________________
 KH0437* NAD 83(1986)-  39 20 23.     (N)    101 42 51.     (W)     SCALED    
 KH0437* NAVD 88     -      1125.547  (meters)    3692.73   (feet)  ADJUSTED  
 KH0437  ___________________________________________________________________
 KH0437  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 KH0437  DYNAMIC HT  -        1124.601 (meters)    3689.63  (feet)  COMP
 KH0437  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 KH0437
 KH0437  VERT ORDER  -  SECOND    CLASS 0
 KH0437
 KH0437.The horizontal coordinates were scaled from a topographic map and have
 KH0437.an estimated accuracy of +/- 6 seconds.
 KH0437
 KH0437.The orthometric height was determined by differential leveling
 KH0437.and adjusted by the National Geodetic Survey in June 1991..
 KH0437
 KH0437.The geoid height was determined by GEOID03.
 KH0437
 KH0437.The dynamic height is computed by dividing the NAVD 88
 KH0437.geopotential number by the normal gravity value computed on the
 KH0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0437.degrees latitude (g = 980.6199 gals.).
 KH0437
 KH0437.The modeled gravity was interpolated from observed gravity values.
 KH0437
 KH0437;                    North         East    Units  Estimated Accuracy
 KH0437;SPC KS N     -   118,290.       79,900.      MT  (+/- 180 meters Scaled)
 KH0437
 KH0437                          SUPERSEDED SURVEY CONTROL
 KH0437
 KH0437  NGVD 29 (??/??/92) 1125.091  (m)         3691.24   (f) ADJ UNCH    2 0
 KH0437
 KH0437.Superseded values are not recommended for survey control.
 KH0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0437.See file dsdata.txt to determine how the superseded data were derived.
 KH0437
 KH0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ660579(NAD 83)
 KH0437_MARKER: DR = REFERENCE MARK DISK
 KH0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0437_STAMPING: HASTY NO 1 1933
 KH0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0437+STABILITY: SURFACE MOTION
 KH0437
 KH0437  HISTORY     - Date     Condition        Report By
 KH0437  HISTORY     - 1933     MONUMENTED       CGS
 KH0437  HISTORY     - 1967     MARK NOT FOUND   NGS
 KH0437
 KH0437                          STATION DESCRIPTION
 KH0437
 KH0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KH0437'0.8 MI NE FROM GOODLAND.
 KH0437'493.3 FEET SOUTH OF TRIANGULATION STATION HASTY DESCRIBED ABOVE,
 KH0437'526 FEET SOUTH OF THE CENTER LINE OF THE SPUR TRACK LEADING
 KH0437'TO THE STOCKYARDS AND OIL TANKS, 178 FEET SOUTHWEST OF THE
 KH0437'SOUTHWEST CORNER OF THE STOCK PENS, AND AT AN EAST-AND-WEST
 KH0437'FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED HASTY NO 1 1933
 KH0437'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 KH0437'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0438 ***********************************************************************
 KH0438  DESIGNATION -  HASTY RM 2
 KH0438  PID         -  KH0438
 KH0438  STATE/COUNTY-  KS/SHERMAN
 KH0438  USGS QUAD   -  GOODLAND (1974)
 KH0438
 KH0438                         *CURRENT SURVEY CONTROL
 KH0438  ___________________________________________________________________
 KH0438* NAD 83(1986)-  39 20 23.     (N)    101 42 51.     (W)     SCALED    
 KH0438* NAVD 88     -      1126.233  (meters)    3694.98   (feet)  ADJUSTED  
 KH0438  ___________________________________________________________________
 KH0438  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 KH0438  DYNAMIC HT  -        1125.286 (meters)    3691.88  (feet)  COMP
 KH0438  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 KH0438
 KH0438  VERT ORDER  -  SECOND    CLASS 0
 KH0438
 KH0438.The horizontal coordinates were scaled from a topographic map and have
 KH0438.an estimated accuracy of +/- 6 seconds.
 KH0438
 KH0438.The orthometric height was determined by differential leveling
 KH0438.and adjusted by the National Geodetic Survey in June 1991..
 KH0438
 KH0438.The geoid height was determined by GEOID03.
 KH0438
 KH0438.The dynamic height is computed by dividing the NAVD 88
 KH0438.geopotential number by the normal gravity value computed on the
 KH0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0438.degrees latitude (g = 980.6199 gals.).
 KH0438
 KH0438.The modeled gravity was interpolated from observed gravity values.
 KH0438
 KH0438;                    North         East    Units  Estimated Accuracy
 KH0438;SPC KS N     -   118,290.       79,900.      MT  (+/- 180 meters Scaled)
 KH0438
 KH0438                          SUPERSEDED SURVEY CONTROL
 KH0438
 KH0438  NGVD 29 (??/??/92) 1125.777  (m)         3693.49   (f) ADJ UNCH    2 0
 KH0438
 KH0438.Superseded values are not recommended for survey control.
 KH0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0438.See file dsdata.txt to determine how the superseded data were derived.
 KH0438
 KH0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ660579(NAD 83)
 KH0438_MARKER: DR = REFERENCE MARK DISK
 KH0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0438_STAMPING: HASTY NO 2 1933
 KH0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0438+STABILITY: SURFACE MOTION
 KH0438
 KH0438  HISTORY     - Date     Condition        Report By
 KH0438  HISTORY     - 1933     MONUMENTED       CGS
 KH0438  HISTORY     - 1967     MARK NOT FOUND   NGS
 KH0438
 KH0438                          STATION DESCRIPTION
 KH0438
 KH0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 KH0438'0.8 MI NE FROM GOODLAND.
 KH0438'760 FEET SOUTHWEST OF TRIANGULATION STATION HASTY DESCRIBED
 KH0438'ABOVE, IN LINE WITH THE SOUTH SIDE OF THE STOCKYARDS, 136 YARDS
 KH0438'SOUTH OF THE CENTER LINE OF THE MAIN TRACK, 75 YARDS NORTH OF
 KH0438'THE ROAD, AND AT A NORTH-AND-SOUTH FENCE.  A STANDARD
 KH0438'REFERENCE-MARK DISK, STAMPED HASTY NO 2 1933 AND SET IN THE TOP
 KH0438'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1744 ***********************************************************************
 JE1744  DESIGNATION -  HATCH
 JE1744  PID         -  JE1744
 JE1744  STATE/COUNTY-  KS/COFFEY
 JE1744  USGS QUAD   -  ALICEVILLE (1979)
 JE1744
 JE1744                         *CURRENT SURVEY CONTROL
 JE1744  ___________________________________________________________________
 JE1744* NAD 83(1997)-  38 09 14.84330(N)    095 32 00.71936(W)     ADJUSTED  
 JE1744* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 JE1744  ___________________________________________________________________
 JE1744  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JE1744  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JE1744
 JE1744  HORZ ORDER  -  FIRST
 JE1744
 JE1744.The horizontal coordinates were established by classical geodetic methods
 JE1744.and adjusted by the National Geodetic Survey in October 1998..
 JE1744
 JE1744.The orthometric height was scaled from a topographic map.
 JE1744
 JE1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1744
 JE1744.The geoid height was determined by GEOID03.
 JE1744
 JE1744;                    North         East     Units Scale Factor Converg.
 JE1744;SPC KS S     -   569,222.053   659,947.520   MT  0.99994441   +1 49 22.7
 JE1744;UTM  15      - 4,225,948.698   278,011.605   MT  1.00020695   -1 33 56.9
 JE1744
 JE1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1744!SPC KS S     -   0.99994870  x   0.99994441  =   0.99989312
 JE1744!UTM  15      -   0.99994870  x   1.00020695  =   1.00015564
 JE1744
 JE1744:                Primary Azimuth Mark                     Grid Az
 JE1744:SPC KS S     -  HATCH AZ MK                              012 59 56.9
 JE1744:UTM  15      -  HATCH AZ MK                              016 23 16.5
 JE1744
 JE1744|---------------------------------------------------------------------|
 JE1744| PID    Reference Object                     Distance      Geod. Az  |
 JE1744|                                                           dddmmss.s |
 JE1744| CL5330 HATCH AZ MK                                        0144919.6 |
 JE1744| JE1714 WESTPHALIA ST THERESAS CHURCH       APPROX. 4.9 KM 0493503.1 |
 JE1744| CL5331 HATCH RM 1                           51.305 METERS 07441     |
 JE1744| JE1710 COLONY MUNICIPAL TANK               APPROX.17.9 KM 1223335.9 |
 JE1744| CL5332 HATCH RM 2                           45.509 METERS 16531     |
 JE1744| JE1747 BURLINGTON MUNICIPAL TANK           APPROX.18.2 KM 2845843.3 |
 JE1744|---------------------------------------------------------------------|
 JE1744
 JE1744                          SUPERSEDED SURVEY CONTROL
 JE1744
 JE1744  NAD 83(1997)-  38 09 14.84783(N)    095 32 00.71892(W) AD(       ) 1
 JE1744  NAD 83(1986)-  38 09 14.84806(N)    095 32 00.71505(W) AD(       ) 1
 JE1744  NAD 27      -  38 09 14.76200(N)    095 31 59.77000(W) AD(       ) 1
 JE1744
 JE1744.Superseded values are not recommended for survey control.
 JE1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1744.See file dsdata.txt to determine how the superseded data were derived.
 JE1744
 JE1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7801225949(NAD 83)
 JE1744_MARKER: DS = TRIANGULATION STATION DISK
 JE1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1744
 JE1744  HISTORY     - Date     Condition        Report By
 JE1744  HISTORY     - 1934     MONUMENTED       CGS
 JE1744  HISTORY     - 1948     GOOD             CGS
 JE1744
 JE1744                          STATION DESCRIPTION
 JE1744
 JE1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JE1744'STATION IS LOCATED ABOUT 17 MILES NW OF IOLA AND 12 MILES E OF
 JE1744'BURLINGTON, IN THE NW CORNER 1/4 SEC. 10, T 22 S, R 17 E, ON LAND
 JE1744'OWNED BY PARK HATCH.  STATION IS IN FARMYARD OF LAND W OF HOUSE,
 JE1744'45 FEET W OF SMALL HEDGE ON E SIDE OF DRIVEWAY, AND 60 FEET S OF
 JE1744'SE CORNER OF SMALL WHITE CHICKEN HOUSE.
 JE1744'
 JE1744'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JE1744'BRONZE DISKS SET IN CONCRETE.
 JE1744'
 JE1744'REFERENCE MARK NO. 1 IS N OF E OF STATION, 51.305 METERS (168.32
 JE1744'FEET), 50 FEET S OF CENTER LINE OF E-W ROAD, ON W SIDE OF
 JE1744'CULTIVATED FIELD.
 JE1744'
 JE1744'REFERENCE MARK NO. 2 IS SE OF STATION, 45.495 METERS (149.26
 JE1744'FEET), ON N SIDE OF WOOD FENCE IN BARNYARD, AND 30 FEET SE OF SE
 JE1744'CORNER OF BARN.
 JE1744'
 JE1744'AZIMUTH MARK IS N OF STATION, 1 MILE ON S SIDE OF E-W ROAD, 30
 JE1744'FEET FROM CENTER LINE, AND ALONG E-W FENCE LINE.
 JE1744'
 JE1744'REACHED FROM IOLA BY GOING N ON U.S. HIGHWAY 73 W FOR 10.2 MILES
 JE1744'TO CROSS ROADS, THEN W 2 MILES, THEN N 1 MILE TO CROSSROADS, THEN
 JE1744'W 5 MILES TO DIRT CROSSROADS, THEN N 5 MILES, THEN E 0.3 MILE TO
 JE1744'ROAD LEADING S INTO FARMYARD AND STATION.
 JE1744'
 JE1744'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JE1744
 JE1744                          STATION RECOVERY (1948)
 JE1744
 JE1744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1744'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 JE1744'TO BE IN GOOD CONDITION.
 JE1744'
 JE1744'A COMPLETE DESCRIPTION FOLLOWS.
 JE1744'
 JE1744'THE STATION IS LOCATED ON A HIGH PROMINENT HILL ABOUT 17 MILES
 JE1744'NORTHWEST OF IOLA, 12 MILES EAST OF BURLINGTON, 4.5 MILES
 JE1744'SOUTHWEST OF WESTPHALIA, 103 FEET SOUTH OF THE CENTER OF A
 JE1744'GRAVELED ROAD, 78 FEET NORTH OF THE NORTHEAST CORNER OF A BARN,
 JE1744'57 FEET SOUTH OF THE SOUTHEAST CORNER OF A GARAGE, AND 30 FEET
 JE1744'WEST OF THE CENTER OF A DRIVEWAY.  IT PROJECTS 2 INCHES AND IS
 JE1744'STAMPED HATCH 1934.
 JE1744'
 JE1744'REFERENCE MARK NO. 1 IS 77 FEET NORTHEAST OF THE NORTHEAST CORNER
 JE1744'OF A HOUSE AND 50 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.
 JE1744'IT IS SET FLUSH WITH THE GROUND AND IS STAMPED HATCH NO 1 1934.
 JE1744'
 JE1744'REFERENCE MARK NO. 2 IS 36 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JE1744'OF A BARN AND 13 FEET NORTHWEST OF A FENCE CORNER.  IT PROJECTS
 JE1744'6 INCHES AND IS STAMPED HATCH NO 2 1934.  NOTE 11B.
 JE1744'
 JE1744'AZIMUTH MARK IS 0.15 MILE EAST OF A RAILROAD CROSSING, 23 FEET
 JE1744'SOUTH OF THE CENTER OF A GRADED ROAD, 3 FEET NORTHWEST OF A
 JE1744'WITNESS POST, AND 2 FEET NORTH OF A WOVEN WIRE FENCE.  IT IS A
 JE1744'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A TEN INCH
 JE1744'SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS STAMPED HATCH
 JE1744'AZI 1934.
 JE1744'
 JE1744'TO REACH THE STATION FROM THE POST OFFICE IN WESTPHALIA, GO SOUTH
 JE1744'FOR 0.9 MILE TO A T INTERSECTION, TURN RIGHT AND GO WEST FOR 0.5
 JE1744'MILE TO A T ROAD LEFT, TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A
 JE1744'CROSSROAD, TURN RIGHT AND GO WEST FOR 1.85 MILE TO THE TOP OF A
 JE1744'GRADE AND THE STATION ON THE LEFT AS DESCRIBED.
 JE1744'
 JE1744'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2 MILE
 JE1744'TURN RIGHT AND GO NORTH FOR 1.0 MILE TURN RIGHT AND GO EAST FOR
 JE1744'0.45 MILE TO THE MARK ON THE RIGHT.
 JE1744'
 JE1744'AN 87 FOOT SIGNAL AT WAVERLY 1934 IS VISIBLE AT 64 FEET.
 JE1744'
 JE1744'A 74 FOOT SIGNAL AT EMERALD IS VISIBLE AT 50 FEET.
 JE1744'
 JE1744'A 74 FOOT SIGNAL AT TAPLEY IS VISIBLE AT 77 FEET.
 JE1744'
 JE1744'A 4 FOOT SIGNAL AT THOM IS VISIBLE AT 50 FEET.
 JE1744'
 JE1744'AN 87 FOOT SIGNAL AT WELDA IS VISIBLE AT 37 FEET.
 JE1744'
 JE1744'A 74 FOOT SIGNAL AT LONE ELM IS VISIBLE AT 50 FEET.
 JE1744'
 JE1744'A 74 FOOT SIGNAL AT INDIAN IS VISIBLE AT 64 FEET.
 JE1744'
 JE1744'A 74 FOOT SIGNAL AT BARNHART 1934 IS VISIBLE AT 64 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0849 ***********************************************************************
 HH0849  DESIGNATION -  HATTON
 HH0849  PID         -  HH0849
 HH0849  STATE/COUNTY-  KS/HAMILTON
 HH0849  USGS QUAD   -  SYRACUSE WEST SW (1966)
 HH0849
 HH0849                         *CURRENT SURVEY CONTROL
 HH0849  ___________________________________________________________________
 HH0849* NAD 83(1997)-  37 45 13.60886(N)    101 55 45.09950(W)     ADJUSTED  
 HH0849* NAVD 88     -      1060.     (meters)    3478.     (feet)  SCALED    
 HH0849  ___________________________________________________________________
 HH0849  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 HH0849  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 HH0849
 HH0849  HORZ ORDER  -  THIRD
 HH0849
 HH0849.The horizontal coordinates were established by classical geodetic methods
 HH0849.and adjusted by the National Geodetic Survey in October 1998..
 HH0849
 HH0849.The orthometric height was scaled from a topographic map.
 HH0849
 HH0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0849
 HH0849.The geoid height was determined by GEOID03.
 HH0849
 HH0849;                    North         East     Units Scale Factor Converg.
 HH0849;SPC KS S     -   526,209.250    97,887.447   MT  0.99993999   -2 06 26.4
 HH0849;SPC CO S     -   431,466.083 1,228,986.686   MT  0.99994638   +2 11 24.9
 HH0849;SPC CO S     - 1,415,568.31  4,032,100.49   sFT  0.99994638   +2 11 24.9
 HH0849;UTM  14      - 4,182,537.876   241,938.702   MT  1.00042034   -1 47 40.0
 HH0849;UTM  13      - 4,182,938.297   770,540.170   MT  1.00050161   +1 52 52.7
 HH0849
 HH0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0849!SPC KS S     -   0.99983744  x   0.99993999  =   0.99977744
 HH0849!SPC CO S     -   0.99983744  x   0.99994638  =   0.99978383
 HH0849!UTM  14      -   0.99983744  x   1.00042034  =   1.00025771
 HH0849!UTM  13      -   0.99983744  x   1.00050161  =   1.00033897
 HH0849
 HH0849:                Primary Azimuth Mark                     Grid Az
 HH0849:SPC KS S     -  HATTON AZ MK                             028 24 47.4
 HH0849:SPC CO S     -  HATTON AZ MK                             024 06 56.1
 HH0849:UTM  14      -  HATTON AZ MK                             028 06 01.0
 HH0849:UTM  13      -  HATTON AZ MK                             024 25 28.3
 HH0849
 HH0849|---------------------------------------------------------------------|
 HH0849| PID    Reference Object                     Distance      Geod. Az  |
 HH0849|                                                           dddmmss.s |
 HH0849| HH0850 HATTON AZ MK                        APPROX. 0.8 KM 0261821.0 |
 HH0849| CM8739 HATTON RM 3                         114.878 METERS 14307     |
 HH0849| CM8740 HATTON RM 4                          91.821 METERS 17610     |
 HH0849| CM8737 HATTON RM 1                           6.521 METERS 19638     |
 HH0849| CM8741 HATTON RM 5                         100.066 METERS 20422     |
 HH0849| CM8738 HATTON RM 2                           6.260 METERS 28022     |
 HH0849|---------------------------------------------------------------------|
 HH0849
 HH0849                          SUPERSEDED SURVEY CONTROL
 HH0849
 HH0849  NAD 83(1997)-  37 45 13.60897(N)    101 55 45.09966(W) AD(       ) 3
 HH0849  NAD 83(1997)-  37 45 13.61139(N)    101 55 45.09739(W) AD(       ) 3
 HH0849  NAD 83(1986)-  37 45 13.61124(N)    101 55 45.09342(W) AD(       ) 3
 HH0849  NAD 27      -  37 45 13.55999(N)    101 55 43.45007(W) AD(       ) 3
 HH0849
 HH0849.Superseded values are not recommended for survey control.
 HH0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0849.See file dsdata.txt to determine how the superseded data were derived.
 HH0849
 HH0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4193982538(NAD 83)
 HH0849_MARKER: DS = TRIANGULATION STATION DISK
 HH0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0849
 HH0849  HISTORY     - Date     Condition        Report By
 HH0849  HISTORY     - 1953     MONUMENTED       CGS
 HH0849
 HH0849                          STATION DESCRIPTION
 HH0849
 HH0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HH0849'THE STATION IS LOCATED ON A LOW SANDY KNOLL THAT IS ABOUT
 HH0849'1/4 MILE NORTH OF THE HATTON RANCH BUILDINGS.  IT IS ABOUT
 HH0849'19 MILES AIRLINE SOUTH-SOUTHEAST OF COOLIDGE, ABOUT 17 MILES
 HH0849'AIRLINE NORTH-NORTHWEST OF MANTER, AND ABOUT 16-1/2 MILES
 HH0849'AIRLINE SOUTH OF THE ARKANSAS RIVER.
 HH0849'
 HH0849'THE STATION IS A STANDARD DISK, STAMPED HATTON 1953 AND SET
 HH0849'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HH0849'8 INCHES.  IT IS 350 FEET NORTH OF THE CENTER LINE OF THE
 HH0849'ROAD, AND 137 FEET EAST OF A NORTH-SOUTH WIRE FENCE.
 HH0849'
 HH0849'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HATTON NO 1
 HH0849'1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HH0849'THAT PROJECTS 4 INCHES.  IT IS 135 FEET EAST OF THE NORTH-SOUTH
 HH0849'FENCE AND ABOUT 1/2 FOOT LOWER THAN THE STATION.
 HH0849'
 HH0849'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HATTON NO 2
 HH0849'1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HH0849'THAT PROJECTS 8 INCHES.  IT IS 115 FEET EAST OF THE NORTH-SOUTH
 HH0849'FENCE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 HH0849'
 HH0849'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HATTON 1953
 HH0849'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HH0849'PROJECTS 4 INCHES.  IT IS 33 FEET WEST OF THE CENTER LINE
 HH0849'OF THE ROAD AND 1 FOOT SOUTH OF A POWERLINE POLE AND A FENCE
 HH0849'CORNER.  TO REACH THE MARK FROM THE STATION GO EAST FOR 0.25
 HH0849'MILE TO A CROSSROAD.  TURN LEFT, NORTH, AND GO 0.5 MILE
 HH0849'TO THE MARK ON THE LEFT.
 HH0849'
 HH0849'TO REACH THE STATION FROM THE RAILROAD DEPOT IN COOLIDGE
 HH0849'GO SOUTH FOR 0.05 MILE.  TURN RIGHT, WEST, AND GO 0.1 MILE
 HH0849'TO A T-ROAD.  TURN LEFT, SOUTH, AND GO 0.7 MILE TO A T-ROAD
 HH0849'JUST SOUTH OF THE ARKANSAS RIVER.  TURN RIGHT, WEST, AND GO
 HH0849'0.45 MILE TO A T-ROAD.  TURN LEFT, SOUTH, AND GO 14.0 MILES
 HH0849'TO A T-ROAD.  TURN LEFT, EAST, AND GO 5.0 MILES TO A T-ROAD.
 HH0849'TURN RIGHT, SOUTH, AND GO 5.0 MILES TO A CROSSROAD.  TURN
 HH0849'RIGHT, WEST, AND GO 0.25 MILE TO THE STATION ON THE RIGHT.
 HH0849'
 HH0849'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0850 ***********************************************************************
 HH0850  DESIGNATION -  HATTON AZ MK
 HH0850  PID         -  HH0850
 HH0850  STATE/COUNTY-  KS/HAMILTON
 HH0850  USGS QUAD   -  SYRACUSE WEST SW (1966)
 HH0850
 HH0850                         *CURRENT SURVEY CONTROL
 HH0850  ___________________________________________________________________
 HH0850* NAD 83(1997)-  37 45 36.29329(N)    101 55 30.97409(W)     ADJUSTED  
 HH0850* NAVD 88     -      1052.     (meters)    3451.     (feet)  SCALED    
 HH0850  ___________________________________________________________________
 HH0850  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 HH0850  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 HH0850
 HH0850  HORZ ORDER  -  THIRD
 HH0850
 HH0850.The horizontal coordinates were established by classical geodetic methods
 HH0850.and adjusted by the National Geodetic Survey in October 1998..
 HH0850
 HH0850.The orthometric height was scaled from a topographic map.
 HH0850
 HH0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0850
 HH0850.The geoid height was determined by GEOID03.
 HH0850
 HH0850;                    North         East     Units Scale Factor Converg.
 HH0850;SPC KS S     -   526,895.415    98,258.659   MT  0.99993968   -2 06 17.7
 HH0850;UTM  14      - 4,183,226.387   242,306.339   MT  1.00041800   -1 47 32.3
 HH0850;UTM  13      - 4,183,649.022   770,862.934   MT  1.00050376   +1 53 02.3
 HH0850
 HH0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0850!SPC KS S     -   0.99983870  x   0.99993968  =   0.99977839
 HH0850!UTM  14      -   0.99983870  x   1.00041800  =   1.00025663
 HH0850!UTM  13      -   0.99983870  x   1.00050376  =   1.00034238
 HH0850
 HH0850                          SUPERSEDED SURVEY CONTROL
 HH0850
 HH0850  NAD 83(1997)-  37 45 36.29339(N)    101 55 30.97425(W) AD(       ) 3
 HH0850  NAD 83(1997)-  37 45 36.29584(N)    101 55 30.97206(W) AD(       ) 3
 HH0850  NAD 83(1986)-  37 45 36.29569(N)    101 55 30.96806(W) AD(       ) 3
 HH0850  NAD 27      -  37 45 36.24466(N)    101 55 29.32463(W) AD(       ) 3
 HH0850
 HH0850.Superseded values are not recommended for survey control.
 HH0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0850.See file dsdata.txt to determine how the superseded data were derived.
 HH0850
 HH0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4230683226(NAD 83)
 HH0850
 HH0850  HISTORY     - Date     Condition        Report By
 HH0850  HISTORY     - 1953     MONUMENTED       CGS
 HH0850  HISTORY     - 1975     SEE DESCRIPTION  NGS
 HH0850
 HH0850                          STATION DESCRIPTION
 HH0850
 HH0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HH0850'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDTION.  DUE
 HH0850'TO LAND UNDER CULTIVATION AND AN IRRIGATION SYSTEM INSTALLED, THE
 HH0850'STATION MARKS WERE LOWERED, REFERENCE MARKS 1 AND 2 WERE REMOVED
 HH0850'AND REFERENCE MARKS 3,4 AND 5 WERE ESTABLISHED.  FOLLOWING IS A NEW
 HH0850'DESCRIPTION.
 HH0850'
 HH0850'THE STATION IS LOCATED ABOUT 19 MILES SOUTH-SOUTHEAST OF COLLIDGE 17
 HH0850'MILES NORTH-NORTHWEST OF MANTER AND 16-1/2 MILES SOUTH OF THE
 HH0850'ARKANSAS RIVER, ON A SANDY KNOLL UNDER CULTIVATION OWNED BY MR.
 HH0850'ARTHUR WESTEMAN, WHO LIVES AT FARM ABOUT 1/4 MILE SOUTH OF THE
 HH0850'STATION SITE.
 HH0850'
 HH0850'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 270 AND 50 AND
 HH0850'STATE HIGHWAY 27 IN SYRACUSE, GO SOUTH ON HIGHWAY 270 FOR 11.3 MILES
 HH0850'TO A CROSSROAD, TURN RIGHT AND TO WEST ON A GRAVELED ROAD FOR
 HH0850'9.0 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND TO SOUTH ON A
 HH0850'GRAVELED FOR 4.65 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 HH0850'CONTINUE SOUTH ON THE GRAVELLED FOR 0.5 MILE TO A SIDE ROAD ON
 HH0850'THE RIGHT, TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO
 HH0850'THE WESTMAN FARM ON THE LEFT AND A GATE ON THE RIGHT, TURN RIGHT,
 HH0850'PASS THROUGH THE GATE AND TO NORTHWEST ACROSS FIELD FOR 0.1 MILE TO
 HH0850'TOP OF HILL AND THE STATION.
 HH0850'
 HH0850'THE STATION MARKS ARE STANDARD DISKS STAMPED HATTON 1953 1975.  THE
 HH0850'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 HH0850'MONUMENT THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 377
 HH0850'FEET NORTHWEST OF A METAL WITNESS POST AT REFERENCE MARK 3, 337
 HH0850'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,328.5 FEET NORTHEAST
 HH0850'OF A METAL WITNESS POST AT REFERENCE MARK 5, 302 FEET NORTH OF
 HH0850'THE METAL WITNESS POST AT REFERENCE MARK 4 AND THE DIFFERENCE IN
 HH0850'ELEVATION OF THE STATION MARKS, HATTON 1953 TO HATTON 1953
 HH0850'1975 = -1.89 FEET.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 HH0850'IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE GROUND SURFACE.
 HH0850'
 HH0850'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 HH0850'HATTON 1953 NO 3 1975 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HH0850'36 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 10 FEET WEST OF A
 HH0850'POWER POLE AND WEST END GATE POST, 1 FOOT NORTH OF AN EAST-WEST
 HH0850'FENCE AND 6 INCHES NORTH OF A METAL WITNESS POST.
 HH0850'
 HH0850'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 HH0850'HATTON 1953 NO 4 1975 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HH0850'36 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 1 FOOT NORTH OF
 HH0850'THE EAST-WEST FENCE AND 6 INCHES NORTH OF A METAL WITNESS POST.
 HH0850'
 HH0850'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED
 HH0850'HATTON 1953 NO 5 1975 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HH0850'36 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD.
 HH0850'
 HH0850'REFERENCE MARK 5 IS 36 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 HH0850'2.5 FEET NORTHWEST OF A POWER POLE, 1 FOOT NORTH OF THE EAST-WEST
 HH0850'FENCE AND 6 INCHES NORTH OF A WITNESS POST.
 HH0850'
 HH0850'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HATTON 1953, SET IN THE
 HH0850'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS 1 FOOT BELOW THE
 HH0850'GROUND SURFACE.  IT IS 33 FEET WEST OF THE CENTER OF THE GRAVELED
 HH0850'ROAD, 10.5 FEET SOUTH OF THE CENTER OF AN OLD GATE AND FIELD
 HH0850'APPROACH, 1.8 FEET SOUTH OF A POWER POLE AND 1.8 FEET NORTH OF A
 HH0850'METAL WITNESS POST.
 HH0850'
 HH0850'NOTE--THE DISTANCE FROM THE STATION MARK TO REFERENCE MARKS 3, 4 AND
 HH0850'5 AND THE AZIMUTH MARK WERE MEASURED WITH A EDMI.
 HH0850'
 HH0850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES NNW OF
 HH0850'MANTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1004 ***********************************************************************
 KF1004  DESIGNATION -  HAVENSVILLE
 KF1004  PID         -  KF1004
 KF1004  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1004  USGS QUAD   -  ONAGA NE (1964)
 KF1004
 KF1004                         *CURRENT SURVEY CONTROL
 KF1004  ___________________________________________________________________
 KF1004* NAD 83(1997)-  39 27 50.41542(N)    096 04 21.66117(W)     ADJUSTED  
 KF1004* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 KF1004  ___________________________________________________________________
 KF1004  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 KF1004  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 KF1004
 KF1004  HORZ ORDER  -  THIRD
 KF1004
 KF1004.The horizontal coordinates were established by classical geodetic methods
 KF1004.and adjusted by the National Geodetic Survey in October 1998..
 KF1004
 KF1004.The orthometric height was scaled from a topographic map.
 KF1004
 KF1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1004
 KF1004.The geoid height was determined by GEOID03.
 KF1004
 KF1004;                    North         East     Units Scale Factor Converg.
 KF1004;SPC KS N     -   127,283.657   565,842.013   MT  0.99996376   +1 13 10.0
 KF1004;UTM  14      - 4,372,360.677   751,838.813   MT  1.00038094   +1 51 41.6
 KF1004;UTM  15      - 4,372,777.332   235,652.880   MT  1.00046046   -1 57 14.8
 KF1004
 KF1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1004!SPC KS N     -   0.99993729  x   0.99996376  =   0.99990105
 KF1004!UTM  14      -   0.99993729  x   1.00038094  =   1.00031820
 KF1004!UTM  15      -   0.99993729  x   1.00046046  =   1.00039772
 KF1004
 KF1004|---------------------------------------------------------------------|
 KF1004| PID    Reference Object                     Distance      Geod. Az  |
 KF1004|                                                           dddmmss.s |
 KF1004| CL7063 HAVENSVILLE RM 3                     22.591 METERS 05452     |
 KF1004| CL7061 HAVENSVILLE RM 1                     25.582 METERS 06409     |
 KF1004| CL7060 HAVENSVILLE AZ MK                                  0922835.6 |
 KF1004| CL7062 HAVENSVILLE RM 2                     15.850 METERS 15252     |
 KF1004| CL7064 HAVENSVILLE RM 4                     12.041 METERS 15728     |
 KF1004| KF1012 ONAGA MUNICIPAL TANK                APPROX. 9.1 KM 2920754.1 |
 KF1004| KF0975 DULUTH ST PAULS LUTHERAN CH         APPROX.14.5 KM 2982339.9 |
 KF1004|---------------------------------------------------------------------|
 KF1004
 KF1004                          SUPERSEDED SURVEY CONTROL
 KF1004
 KF1004  NAD 83(1997)-  39 27 50.42143(N)    096 04 21.65860(W) AD(       ) 3
 KF1004  NAD 83(1986)-  39 27 50.42181(N)    096 04 21.65748(W) AD(       ) 3
 KF1004  NAD 27      -  39 27 50.44500(N)    096 04 20.67600(W) AD(       ) 3
 KF1004
 KF1004.Superseded values are not recommended for survey control.
 KF1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1004.See file dsdata.txt to determine how the superseded data were derived.
 KF1004
 KF1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5183972361(NAD 83)
 KF1004_MARKER: DS = TRIANGULATION STATION DISK
 KF1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1004
 KF1004  HISTORY     - Date     Condition        Report By
 KF1004  HISTORY     - 1947     MONUMENTED       CGS
 KF1004  HISTORY     - 1960     POOR             USGS
 KF1004  HISTORY     - 1965     GOOD             CGS
 KF1004  HISTORY     - 1966     GOOD             CGS
 KF1004
 KF1004                          STATION DESCRIPTION
 KF1004
 KF1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1004'THE STATION IS ABOUT 3.3 MILES SOUTH OF HAVENSVILLE, 2 MILES WEST
 KF1004'OF THE POTTAWATOMIES AND JACKSONS COUNTY LINE, 75 FEET NORTHEAST
 KF1004'OF THE CENTER OF INTERSECTION OF A CROSSROAD, AND 40.5 FEET EAST
 KF1004'OF THE CENTER OF STATE HIGHWAY NO. 63.  IT IS IN THE SOUTHWEST
 KF1004'CORNER OF A TRIANGLE FORMED BY THREE ROADS, PROJECTS 2 INCHES AND
 KF1004'AND IS STAMPED HAVENSVILLE 1947.
 KF1004'
 KF1004'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION
 KF1004'AND IS 56 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY NO. 16.
 KF1004'IT PROJECTS 5 INCHES AND IS STAMPED HAVENSVILLE NO 1 1947.
 KF1004'
 KF1004'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION
 KF1004'AND IS 66.5 FEET EAST-NORTHEAST OF THE CENTER OF INTERSECTION OF A
 KF1004'CROSSROAD, AND 22 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD.
 KF1004'IT PROJECTS 4 INCHES AND IS STAMPED HAVENSVILLE NO 2 1947.
 KF1004'
 KF1004'AZIMUTH MARK IS 49 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO.
 KF1004'16, 19 FEET EAST OF THE CENTER OF A WIRE GATE, 1.5 FEET WEST OF
 KF1004'A CONCRETE R/W MARKER, AND 1 FOOT NORTHEAST OF A T FENCE
 KF1004'INTERSECTION.  IT PROJECTS 3 INCHES AND IS STAMPED HAVENSVILLE
 KF1004'1947.
 KF1004'
 KF1004'TO REACH THE STATION FROM THE POST OFFICE IN HAVENSVILLE, GO SOUTH
 KF1004'ON STATE HIGHWAY NO. 63 FOR 3.35 MILES TO A CROSSROAD AND WHERE
 KF1004'STATE HIGHWAY NO. 16 GOES EAST.  THE STATION IS ON THE LEFT
 KF1004'AS DESCRIBED.
 KF1004'
 KF1004'A 74 FOOT SIGNAL AT AVOCA 1934 IF VISIBLE AT 4 FEET.
 KF1004'
 KF1004'A 4 FOOT SIGNAL AT RANGE IS VISIBLE AT 15 FEET.
 KF1004'
 KF1004'A 4 FOOT SIGNAL AT ONAGA IS VISIBLE AT 37 FEET.
 KF1004'
 KF1004'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KF1004
 KF1004                          STATION RECOVERY (1960)
 KF1004
 KF1004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KF1004'R.M. 1 AND R.M. 2 WERE FOUND DISTURBED.  TOP BROKEN OFF.
 KF1004
 KF1004                          STATION RECOVERY (1965)
 KF1004
 KF1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1004'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION, IT
 KF1004'IS NEAR THE SOUTHWEST CORNER OF A LARGE TRIANGULAR AREA OF GROUND
 KF1004'FORMED BY THE HIGHWAYS JUNCTION, IT IS 75 FEET NORTHEAST OF CENTER
 KF1004'OF THE CROSSROADS, 40 FEET EAST OF CENTER LINE OF STATE HIGHWAY
 KF1004'63, 37.5 FEET NORTH-NORTHWEST OF A POWER LINE POLE AND 1.5 FEET
 KF1004'SOUTH OF METAL WITNESS POST AND SIGN.  PROJECTS 2 INCHES.
 KF1004'
 KF1004'REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED, THE TWO MARKS HAVE
 KF1004'BEEN BROKEN OFF AT ABOUT GROUND LEVEL, THE BASES REMAIN.
 KF1004'
 KF1004'AZIMUTH MARK RECOVERED AND IS IN GOOD CONDITION, 98 FEET
 KF1004'EAST-SOUTHEAST OF THE EAST END OF A CONCRETE HEADWALL OF A BRIDGE,
 KF1004'49 FEET SOUTH OF CENTER LINE OF HIGHWAY 16, 12 FEET EAST OF EAST
 KF1004'GATE POST OF A WIRE GATE AND 1 FOOT WEST OF A HIGHWAY RIGHT-OF-WAY
 KF1004'CONCRETE POST.  PROJECTS 3 INCHES.
 KF1004'
 KF1004'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 KF1004'HIGHWAY 16 FOR 0.7 MILE.
 KF1004'
 KF1004'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS CORRECT.
 KF1004
 KF1004                          STATION RECOVERY (1966)
 KF1004
 KF1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1004'STATION RECOVERED AS DESCRIBED AND STATION AND AZIMUTH MARK FOUND
 KF1004'IN GOOD CONDITION.  THE REFERENCE MARKS HAD BEEN DESTROYED AND
 KF1004'TWO NEW MARKS WERE ESTABLISHED.  THE ANGLE BETWEEN THE AZIMUTH
 KF1004'MARK AND THE ONAGA MUNI. W.T. FAILED TO CHECK BY 20 SECONDS.
 KF1004'
 KF1004'THE STATION IS AT THE SOUTH JUNCTION OF STATE HIGHWAYS 16 AND
 KF1004'63 ABOUT 3 MILES SOUTH OF HAVENSVILLE.
 KF1004'
 KF1004'THE STATION MARK IS 69 FEET NORTH OF THE CENTERLINE OF STATE
 KF1004'HIGHWAY 16, 40 FEET EAST OF THE CENTERLINE OF HIGHWAY 63, NEAR
 KF1004'THE SOUTH-WEST SIDE OF A TRIANGLE FORMED BY HIGHWAYS AND IS 1.5
 KF1004'FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE
 KF1004'DISK IS STAMPED HAVENSVILLE 1947.
 KF1004'
 KF1004'R.M. NO. 3 IS 112 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 KF1004'16 AND 67 FEET SOUTHWEST OF CENTERLINE OF SURFACED ROAD.
 KF1004'MARK IS FLUSH AND DISK IS STAMPED HAVENSVILLE NO 3 1947.
 KF1004'
 KF1004'R.M. NO. 4 IS 54.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 KF1004'63, 32 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 16 AND 4
 KF1004'FEET SOUTHWEST OF A POWERLINE POLE.  MARK IS FLUSH AND DISK IS
 KF1004'STAMPED HAVENSVILLE NO 4 1947.
 KF1004'
 KF1004'THE AZIMUTH MARK IS 49 FEET SOUTH OF THE CENTERLINE OF STATE
 KF1004'HIGHWAY 16, 19 FEET EAST OF THE CENTER OF A WIRE GATE, 1.5 FEET
 KF1004'WEST OF A CONCRETE RIGHT OF WAY POST AND 1 FOOT NORTHWEST OF
 KF1004'A METAL WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 KF1004'IS STAMPED HAVENSVILLE 1947.
 KF1004'
 KF1004'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.7 MILE
 KF1004'TO MARK ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9562 ***********************************************************************
 AF9562  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9562  DESIGNATION -  HAVILAND CORS ARP
 AF9562  CORS_ID     -  HVLK
 AF9562  PID         -  AF9562
 AF9562  STATE/COUNTY-  KS/KIOWA
 AF9562  USGS QUAD   -  HAVILAND NE (1984)
 AF9562
 AF9562                         *CURRENT SURVEY CONTROL
 AF9562  ___________________________________________________________________
 AF9562* NAD 83(CORS)-  37 39 05.26148(N)    099 06 24.30051(W)     ADJUSTED  
 AF9562* NAVD 88     -                                                        
 AF9562  ___________________________________________________________________
 AF9562  EPOCH DATE  -        2002.00
 AF9562  X           -    -800,337.641 (meters)                     COMP
 AF9562  Y           -  -4,992,908.144 (meters)                     COMP
 AF9562  Z           -   3,875,267.394 (meters)                     COMP
 AF9562  ELLIP HEIGHT-         622.38  (meters)          (08/??/03) GPS OBS
 AF9562  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AF9562
 AF9562  HORZ ORDER  -  SPECIAL (CORS)
 AF9562  ELLP ORDER  -  SPECIAL (CORS)
 AF9562
 AF9562.ITRF positions are available for this station.
 AF9562.The coordinates were established by GPS observations
 AF9562.and adjusted by the National Geodetic Survey in August 2003..
 AF9562.The coordinates are valid at the epoch date displayed above.
 AF9562.The epoch date for horizontal control is a decimal equivalence
 AF9562.of Year/Month/Day.
 AF9562
 AF9562
 AF9562.The PID for the CORS L1 Phase Center is AB6400.
 AF9562
 AF9562.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9562
 AF9562.The ellipsoidal height was determined by GPS observations
 AF9562.and is referenced to NAD 83.
 AF9562
 AF9562.The geoid height was determined by GEOID03.
 AF9562
 AF9562;                    North         East     Units Scale Factor Converg.
 AF9562;SPC KS S     -   509,471.199   346,459.642   MT  0.99994665   -0 22 22.3
 AF9562
 AF9562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9562!SPC KS S     -   0.99990235  x   0.99994665  =   0.99984900
 AF9562
 AF9562                          SUPERSEDED SURVEY CONTROL
 AF9562
 AF9562  NAD 83(CORS)-  37 39 05.26123(N)    099 06 24.30155(W) AD(2002.00) c
 AF9562  NAD 83(CORS)-  37 39 05.26095(N)    099 06 24.30141(W) AD(1997.00) c
 AF9562  ELLIP H (07/??/98)  622.39   (m)                       GP(1997.00) c c
 AF9562  NAD 83(CORS)-  37 39 05.26088(N)    099 06 24.30230(W) AD(1996.00) c
 AF9562  ELLIP H (06/??/96)  622.40   (m)                       GP(1996.00) c c
 AF9562
 AF9562.Superseded values are not recommended for survey control.
 AF9562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9562.See file dsdata.txt to determine how the superseded data were derived.
 AF9562
 AF9562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG9058367150(NAD 83)
 AF9562_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9562
 AF9562                          STATION DESCRIPTION
 AF9562
 AF9562'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 AF9562'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9562'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9562'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9562'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9562'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6400 ***********************************************************************
 AB6400  CORS        -  This is a GPS Continuously Operating Reference Station.
 AB6400  DESIGNATION -  HAVILAND CORS L1 PHASE CENTER
 AB6400  CORS_ID     -  HVLK
 AB6400  PID         -  AB6400
 AB6400  STATE/COUNTY-  KS/KIOWA
 AB6400  USGS QUAD   -  HAVILAND NE (1984)
 AB6400
 AB6400                         *CURRENT SURVEY CONTROL
 AB6400  ___________________________________________________________________
 AB6400* NAD 83(CORS)-  37 39 05.26147(N)    099 06 24.30053(W)     ADJUSTED  
 AB6400* NAVD 88     -                                                        
 AB6400  ___________________________________________________________________
 AB6400  EPOCH DATE  -        2002.00
 AB6400  X           -    -800,337.650 (meters)                     COMP
 AB6400  Y           -  -4,992,908.198 (meters)                     COMP
 AB6400  Z           -   3,875,267.436 (meters)                     COMP
 AB6400  ELLIP HEIGHT-         622.45  (meters)          (08/??/03) GPS OBS
 AB6400  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AB6400
 AB6400  HORZ ORDER  -  SPECIAL (CORS)
 AB6400  ELLP ORDER  -  SPECIAL (CORS)
 AB6400
 AB6400.ITRF positions are available for this station.
 AB6400.The coordinates were established by GPS observations
 AB6400.and adjusted by the National Geodetic Survey in August 2003..
 AB6400.The coordinates are valid at the epoch date displayed above.
 AB6400.The epoch date for horizontal control is a decimal equivalence
 AB6400.of Year/Month/Day.
 AB6400
 AB6400
 AB6400.The PID for the CORS ARP is AF9562.
 AB6400
 AB6400.The XYZ, and position/ellipsoidal ht. are equivalent.
 AB6400
 AB6400.The ellipsoidal height was determined by GPS observations
 AB6400.and is referenced to NAD 83.
 AB6400
 AB6400.The geoid height was determined by GEOID03.
 AB6400
 AB6400;                    North         East     Units Scale Factor Converg.
 AB6400;SPC KS S     -   509,471.198   346,459.641   MT  0.99994665   -0 22 22.3
 AB6400
 AB6400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB6400!SPC KS S     -   0.99990233  x   0.99994665  =   0.99984899
 AB6400
 AB6400                          SUPERSEDED SURVEY CONTROL
 AB6400
 AB6400  NAD 83(CORS)-  37 39 05.26123(N)    099 06 24.30157(W) AD(2002.00) c
 AB6400  ELLIP H (03/??/02)  622.46   (m)                       GP(2002.00) c c
 AB6400  NAD 83(CORS)-  37 39 05.26095(N)    099 06 24.30143(W) AD(1997.00) c
 AB6400  ELLIP H (07/??/98)  622.46   (m)                       GP(1997.00) c c
 AB6400  NAD 83(CORS)-  37 39 05.26087(N)    099 06 24.30233(W) AD(1996.00) c
 AB6400  ELLIP H (06/??/96)  622.48   (m)                       GP(1996.00) c c
 AB6400
 AB6400.Superseded values are not recommended for survey control.
 AB6400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB6400.See file dsdata.txt to determine how the superseded data were derived.
 AB6400
 AB6400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG9058367150(NAD 83)
 AB6400_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AB6400
 AB6400                          STATION DESCRIPTION
 AB6400
 AB6400'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AB6400'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AB6400'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AB6400'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AB6400'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AB6400'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0898 ***********************************************************************
 HG0898  DESIGNATION -  HAVILAND FRIENDS CHURCH SPIRE
 HG0898  PID         -  HG0898
 HG0898  STATE/COUNTY-  KS/KIOWA
 HG0898  USGS QUAD   -  HAVILAND (1968)
 HG0898
 HG0898                         *CURRENT SURVEY CONTROL
 HG0898  ___________________________________________________________________
 HG0898* NAD 83(1997)-  37 37 01.71927(N)    099 06 16.95165(W)     ADJUSTED  
 HG0898* NAVD 88     -                                                        
 HG0898  ___________________________________________________________________
 HG0898  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 HG0898  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 HG0898
 HG0898  HORZ ORDER  -  THIRD
 HG0898
 HG0898.The horizontal coordinates were established by classical geodetic methods
 HG0898.and adjusted by the National Geodetic Survey in October 1998..
 HG0898
 HG0898
 HG0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0898
 HG0898.The geoid height was determined by GEOID03.
 HG0898
 HG0898;                    North         East     Units Scale Factor Converg.
 HG0898;SPC KS S     -   505,661.446   346,615.068   MT  0.99994959   -0 22 17.8
 HG0898;UTM  14      - 4,163,342.917   490,759.259   MT  0.99960105   -0 03 50.1
 HG0898
 HG0898                          SUPERSEDED SURVEY CONTROL
 HG0898
 HG0898  NAD 83(1997)-  37 37 01.72678(N)    099 06 16.95135(W) AD(       ) 4
 HG0898  NAD 83(1986)-  37 37 01.72375(N)    099 06 16.94788(W) AD(       ) 4
 HG0898  NAD 27      -  37 37 01.65900(N)    099 06 15.56400(W) AD(       ) 3
 HG0898
 HG0898.Superseded values are not recommended for survey control.
 HG0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0898.See file dsdata.txt to determine how the superseded data were derived.
 HG0898
 HG0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG9075963343(NAD 83)
 HG0898_MARKER: 90 = CHURCH SPIRE
 HG0898
 HG0898  HISTORY     - Date     Condition        Report By
 HG0898  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0898  HISTORY     - 1934     GOOD             CGS
 HG0898
 HG0898                          STATION DESCRIPTION
 HG0898
 HG0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0898'POINT OBSERVED UPON WAS TIP OF SPIRE, FRIENDS CHURCH, ERECTED
 HG0898'IN 1905.  SPIRE APPROXIMATELY 50 FEET HIGH.  IN EAST SIDE OF
 HG0898'TOWN OF HAVILAND.
 HG0898'
 HG0898'STATION WAS OBSERVED FROM MEYER, MILLER, RINEHART AND WOODS.
 HG0898
 HG0898                          STATION RECOVERY (1934)
 HG0898
 HG0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCM)
 HG0898'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0897 ***********************************************************************
 HG0897  DESIGNATION -  HAVILAND HIGH SCHOOL STACK
 HG0897  PID         -  HG0897
 HG0897  STATE/COUNTY-  KS/KIOWA
 HG0897  USGS QUAD   -  HAVILAND (1968)
 HG0897
 HG0897                         *CURRENT SURVEY CONTROL
 HG0897  ___________________________________________________________________
 HG0897* NAD 83(1997)-  37 37 18.92113(N)    099 06 29.81352(W)     ADJUSTED  
 HG0897* NAVD 88     -                                                        
 HG0897  ___________________________________________________________________
 HG0897  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 HG0897  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 HG0897
 HG0897  HORZ ORDER  -  THIRD
 HG0897
 HG0897.The horizontal coordinates were established by classical geodetic methods
 HG0897.and adjusted by the National Geodetic Survey in October 1998..
 HG0897
 HG0897
 HG0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0897
 HG0897.The geoid height was determined by GEOID03.
 HG0897
 HG0897;                    North         East     Units Scale Factor Converg.
 HG0897;SPC KS S     -   506,193.799   346,303.123   MT  0.99994916   -0 22 25.7
 HG0897;UTM  14      - 4,163,873.402   490,444.569   MT  0.99960112   -0 03 58.0
 HG0897
 HG0897                          SUPERSEDED SURVEY CONTROL
 HG0897
 HG0897  NAD 83(1997)-  37 37 18.92861(N)    099 06 29.81322(W) AD(       ) 4
 HG0897  NAD 83(1986)-  37 37 18.92523(N)    099 06 29.80990(W) AD(       ) 4
 HG0897  NAD 27      -  37 37 18.86000(N)    099 06 28.43000(W) AD(       ) 3
 HG0897
 HG0897.Superseded values are not recommended for survey control.
 HG0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0897.See file dsdata.txt to determine how the superseded data were derived.
 HG0897
 HG0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG9044563873(NAD 83)
 HG0897_MARKER: 63 = STACK
 HG0897
 HG0897  HISTORY     - Date     Condition        Report By
 HG0897  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0897  HISTORY     - 1934     GOOD             CGS
 HG0897
 HG0897                          STATION DESCRIPTION
 HG0897
 HG0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0897'POINT OBSERVED UPON WAS THE CENTER OF A BRICK STACK ON HIGH
 HG0897'SCHOOL BUILDING LOCATED IN THE WEST SIDE OF TOWN OF HAVILAND.
 HG0897'
 HG0897'STATION WAS OBSERVED FROM MEYER AND WOODS.
 HG0897
 HG0897                          STATION RECOVERY (1934)
 HG0897
 HG0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCM)
 HG0897'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0896 ***********************************************************************
 HG0896  DESIGNATION -  HAVILAND MUNICIPAL TANK
 HG0896  PID         -  HG0896
 HG0896  STATE/COUNTY-  KS/KIOWA
 HG0896  USGS QUAD   -  HAVILAND (1968)
 HG0896
 HG0896                         *CURRENT SURVEY CONTROL
 HG0896  ___________________________________________________________________
 HG0896* NAD 83(1997)-  37 36 56.54607(N)    099 06 19.60328(W)     ADJUSTED  
 HG0896* NAVD 88     -                                                        
 HG0896  ___________________________________________________________________
 HG0896  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 HG0896  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 HG0896
 HG0896  HORZ ORDER  -  THIRD
 HG0896
 HG0896.The horizontal coordinates were established by classical geodetic methods
 HG0896.and adjusted by the National Geodetic Survey in October 1998..
 HG0896
 HG0896
 HG0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0896
 HG0896.The geoid height was determined by GEOID03.
 HG0896
 HG0896;                    North         East     Units Scale Factor Converg.
 HG0896;SPC KS S     -   505,502.388   346,549.008   MT  0.99994973   -0 22 19.4
 HG0896;UTM  14      - 4,163,183.561   490,694.077   MT  0.99960107   -0 03 51.7
 HG0896
 HG0896                          SUPERSEDED SURVEY CONTROL
 HG0896
 HG0896  NAD 83(1997)-  37 36 56.55340(N)    099 06 19.60314(W) AD(       ) 4
 HG0896  NAD 83(1986)-  37 36 56.55046(N)    099 06 19.59959(W) AD(       ) 4
 HG0896  NAD 27      -  37 36 56.49300(N)    099 06 18.20900(W) AD(       ) 3
 HG0896
 HG0896.Superseded values are not recommended for survey control.
 HG0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0896.See file dsdata.txt to determine how the superseded data were derived.
 HG0896
 HG0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG9069463184(NAD 83)
 HG0896_MARKER: 51 = TANK
 HG0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0896+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG0896
 HG0896  HISTORY     - Date     Condition        Report By
 HG0896  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0896  HISTORY     - 1934     GOOD             CGS
 HG0896  HISTORY     - 20040821 GOOD             USPSQD
 HG0896
 HG0896                          STATION DESCRIPTION
 HG0896
 HG0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0896'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK,
 HG0896'APPROXIMATELY 90 FEET HIGH, IN CENTRAL PART OF TOWN OF HAVILAND.
 HG0896'
 HG0896'STATION WAS OBSERVED FROM MEYER, MILLER, RINEHART, DIRKS AND
 HG0896'WOODS.
 HG0896
 HG0896                          STATION RECOVERY (1934)
 HG0896
 HG0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCM)
 HG0896'STATION RECOVERED AS DESCRIBED.
 HG0896
 HG0896                          STATION RECOVERY (2004)
 HG0896
 HG0896'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HG0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0895 ***********************************************************************
 HG0895  DESIGNATION -  HAVILAND PUBLIC SCHOOL STACK
 HG0895  PID         -  HG0895
 HG0895  STATE/COUNTY-  KS/KIOWA
 HG0895  USGS QUAD   -  HAVILAND (1968)
 HG0895
 HG0895                         *CURRENT SURVEY CONTROL
 HG0895  ___________________________________________________________________
 HG0895* NAD 83(1997)-  37 36 59.99008(N)    099 06 33.31826(W)     ADJUSTED  
 HG0895* NAVD 88     -                                                        
 HG0895  ___________________________________________________________________
 HG0895  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 HG0895  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 HG0895
 HG0895  HORZ ORDER  -  THIRD
 HG0895
 HG0895.The horizontal coordinates were established by classical geodetic methods
 HG0895.and adjusted by the National Geodetic Survey in October 1998..
 HG0895
 HG0895
 HG0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0895
 HG0895.The geoid height was determined by GEOID03.
 HG0895
 HG0895;                    North         East     Units Scale Factor Converg.
 HG0895;SPC KS S     -   505,610.751   346,213.370   MT  0.99994964   -0 22 27.9
 HG0895;UTM  14      - 4,163,290.084   490,357.979   MT  0.99960115   -0 04 00.1
 HG0895
 HG0895                          SUPERSEDED SURVEY CONTROL
 HG0895
 HG0895  NAD 83(1997)-  37 36 59.99755(N)    099 06 33.31796(W) AD(       ) 4
 HG0895  NAD 83(1986)-  37 36 59.99417(N)    099 06 33.31465(W) AD(       ) 4
 HG0895  NAD 27      -  37 36 59.93000(N)    099 06 31.93000(W) AD(       ) 3
 HG0895
 HG0895.Superseded values are not recommended for survey control.
 HG0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0895.See file dsdata.txt to determine how the superseded data were derived.
 HG0895
 HG0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG9035863290(NAD 83)
 HG0895_MARKER: 63 = STACK
 HG0895
 HG0895  HISTORY     - Date     Condition        Report By
 HG0895  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0895  HISTORY     - 1934     GOOD             CGS
 HG0895
 HG0895                          STATION DESCRIPTION
 HG0895
 HG0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0895'POINT OBSERVED UPON WAS CENTER OF STACK ON TOP OF PUBLIC
 HG0895'SCHOOL BUILDING LOCATED IN THE NORTHERN PART OF HAVILAND.
 HG0895'
 HG0895'STATION WAS OBSERVED FROM MEYER AND WOODS.
 HG0895
 HG0895                          STATION RECOVERY (1934)
 HG0895
 HG0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCM)
 HG0895'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0902 ***********************************************************************
 HG0902  DESIGNATION -  HAVILAND RESET
 HG0902  PID         -  HG0902
 HG0902  STATE/COUNTY-  KS/KIOWA
 HG0902  USGS QUAD   -  HAVILAND NW (1984)
 HG0902
 HG0902                         *CURRENT SURVEY CONTROL
 HG0902  ___________________________________________________________________
 HG0902* NAD 83(1997)-  37 40 29.76343(N)    099 08 44.86170(W)     ADJUSTED  
 HG0902* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 HG0902  ___________________________________________________________________
 HG0902  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 HG0902  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 HG0902
 HG0902  HORZ ORDER  -  SECOND
 HG0902
 HG0902.The horizontal coordinates were established by classical geodetic methods
 HG0902.and adjusted by the National Geodetic Survey in October 1998..
 HG0902
 HG0902.The orthometric height was scaled from a topographic map.
 HG0902
 HG0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0902
 HG0902.The geoid height was determined by GEOID03.
 HG0902
 HG0902;                    North         East     Units Scale Factor Converg.
 HG0902;SPC KS S     -   512,099.382   343,032.381   MT  0.99994484   -0 23 48.7
 HG0902;UTM  14      - 4,169,759.299   487,143.297   MT  0.99960204   -0 05 20.8
 HG0902
 HG0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0902!SPC KS S     -   0.99990140  x   0.99994484  =   0.99984624
 HG0902!UTM  14      -   0.99990140  x   0.99960204  =   0.99950348
 HG0902
 HG0902|---------------------------------------------------------------------|
 HG0902| PID    Reference Object                     Distance      Geod. Az  |
 HG0902|                                                           dddmmss.s |
 HG0902| CK9824 HAVILAND RM 1                         9.875 METERS 03209     |
 HG0902| HG0896 HAVILAND MUNICIPAL TANK             APPROX. 7.5 KM 1513233.7 |
 HG0902| CK9826 HAVILAND RM 3                        49.103 METERS 17117     |
 HG0902| CK9827 HAVILAND RM 4                        49.542 METERS 19243     |
 HG0902| CK9828 HAVILAND RM 5                        56.229 METERS 21108     |
 HG0902| CK9823 HAVILAND AZ MK                                     2642751.1 |
 HG0902| CK9825 HAVILAND RM 2                         8.437 METERS 28803     |
 HG0902|---------------------------------------------------------------------|
 HG0902
 HG0902                          SUPERSEDED SURVEY CONTROL
 HG0902
 HG0902  NAD 83(1997)-  37 40 29.77090(N)    099 08 44.86162(W) AD(       ) 2
 HG0902  NAD 83(1986)-  37 40 29.76853(N)    099 08 44.85889(W) AD(       ) 2
 HG0902  NAD 27      -  37 40 29.70600(N)    099 08 43.47000(W) AD(       ) 2
 HG0902
 HG0902.Superseded values are not recommended for survey control.
 HG0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0902.See file dsdata.txt to determine how the superseded data were derived.
 HG0902
 HG0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG8714369759(NAD 83)
 HG0902_MARKER: DS = TRIANGULATION STATION DISK
 HG0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0902_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0902
 HG0902  HISTORY     - Date     Condition        Report By
 HG0902  HISTORY     - 1953     MONUMENTED       CGS
 HG0902  HISTORY     - 1973     GOOD             NGS
 HG0902  HISTORY     - 1988     GOOD             KSDT
 HG0902
 HG0902                          STATION DESCRIPTION
 HG0902
 HG0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0902'THE STATION IS IN SECTION 23, T 27 S, R 17 W, ABOUT 8-1/2
 HG0902'MILES NORTHWEST OF WELLSFORD, 5-1/2 MILES NORTHEAST OF BRENHAM,
 HG0902'4-1/2 MILES NORTH-NORTHWEST OF HAVILAND, 0.05 MILE NORTH
 HG0902'OF A DIRT TRACK ROAD AND 8 FEET SOUTHEAST OF A 4 X 4 INCH
 HG0902'WITNESS POST.
 HG0902'
 HG0902'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST EAST
 HG0902'OF THE DEPOT IN HAVILAND, GO NORTH ON A BLACKTOP ROAD FOR
 HG0902'5.2 MILES TO A CROSS ROAD, TURN LEFT AND GO WEST FOR 2.1
 HG0902'MILES TO A CROSS ROAD, TURN LEFT AND GO SOUTH FOR 1.0 MILE
 HG0902'TO A FARM HOME, TURN RIGHT AND CIRCLE AROUND THE SOUTH SIDE
 HG0902'OF THE HOUSE FOR 0.1 MILE TO A FORK, (THE AZIMUTH MARK MAY
 HG0902'BE REACHED FROM THIS POINT BY GOING SOUTH AND WEST FOR 0.55
 HG0902'MILE TO A T-FENCE CORNER AND THE MARK ON THE RIGHT AS
 HG0902'DESCRIBED) TAKE RIGHT FORK FOR 0.1 MILE TO A FENCE, LET FENCE
 HG0902'DOWN AND PROCEED WEST-SOUTHWEST FOR 0.15 MILE TO HIGHEST
 HG0902'PART OF RIDGE AND THE STATION.
 HG0902'
 HG0902'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HG0902'STAMPED HAVILAND 1953.
 HG0902'
 HG0902'REFERENCE MARK 1 IS 30 FEET NORTHEAST OF A 4 X 4 INCH WITNESS
 HG0902'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HG0902'STAMPED HAVILAND NO 1 1953.
 HG0902'
 HG0902'REFERENCE MARK 2 IS 21 FEET WEST OF THE WITNESS POST.  THE
 HG0902'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HAVILAND
 HG0902'NO 2 1953.
 HG0902'
 HG0902'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTER OF A TRACK
 HG0902'ROAD, 2 FEET SOUTH OF A 4 X 4 INCH WITNESS POST AND 1 FOOT
 HG0902'NORTHEAST OF A FENCE CORNER POST.  THE MARK PROJECTS 1 INCH
 HG0902'AND THE DISK IS STAMPED HAVILAND 1953.
 HG0902
 HG0902                          STATION RECOVERY (1973)
 HG0902
 HG0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 HG0902'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE SETTING ON TOP
 HG0902'THE GROUND AND REFERENCE MARK 2 WAS TILTED OUT OF POSITION.  THESE
 HG0902'MARKS WERE EXPOSED WHEN THE HILL WAS CUT DOWN TO A 10 DEGREE SLOPE
 HG0902'FOR AN IRRIGATION SYSTEM.  THE AZIMUTH MARK AND THE SUB-SURFACE
 HG0902'STATION MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  STATION
 HG0902'MARKS WERE SET BELOW PLOW DEPTH THIS DATE AND REFERENCE MARKS 3, 4
 HG0902'AND 5 WERE ESTABLISHED THIS DATE.  FOLLOWING IS A NEW COMPLETE
 HG0902'DESCRIPTION.
 HG0902'
 HG0902'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF WELLSFORD,
 HG0902'5-1/2 MILES NORTHEAST OF BRENHAM AND 4-1/2 MILES NORTH-NORTHWEST OF
 HG0902'HAVILAND, IN SECTION 23, T 27 S, R 17 W, IN A FIELD UNDER
 HG0902'CULTIVATION OWNED BY A PARTNERSHIP, MR. JACK MCKEE ONE OF THE OWNERS
 HG0902'CAN BE REACHED AT THE OKLAHOMA STATE BANK, BUFFALO, OLKAHOMA,
 HG0902'73834.
 HG0902'
 HG0902'TO REACH THE STATION FROM THE RAILROAD CROSSING, JUST EAST OF THE
 HG0902'RAILROAD DEPOT IN HAVILAND, GO NORTH ON A PAVED ROAD FOR 5.2 MILES
 HG0902'TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 2.1
 HG0902'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR
 HG0902'1.0 MILE TO OLD FARM BUILDINGS ON THE RIGHT.  CONTINUE SOUTH ON THE
 HG0902'DIRT ROAD FOR 0.05 MILE TO A COUNTY LINE DIRT ROAD ON THE RIGHT.
 HG0902'TURN RIGHT AND GO WEST ON THE DIRT ROAD FOR 0.2 MILE TO THE TOP
 HG0902'OF A HILL AND THE STATION ON THE RIGHT.
 HG0902'
 HG0902'THE STATION MARKS ARE STANDARD DISKS STAMPED HAVILAND 1953 1973.  THE
 HG0902'SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 HG0902'THAT IS 20 INCHES BELOW THE GROUND SURFACE.  IT IS 182 FEET NORTH OF
 HG0902'THE CENTER OF THE COUNTY LINE ROAD AND 161 FEET NORTH OF AN
 HG0902'EAST-WEST FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HG0902'MASS OF CONCRETE 5 FEET BELOW THE GROUND SURFACE.
 HG0902'
 HG0902'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HAVILAND 1953 NO 3 1973,
 HG0902'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HG0902'FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET NORTH OF THE COUNTY
 HG0902'LINE ROAD, 1 FOOT SOUTH OF THE FENCE AND 1 FOOT WEST OF A METAL
 HG0902'WITNESS POST, ON EAST SLOPE OF THE HILL AND ABOUT 4 FEET LOWER
 HG0902'THAN THE STATION.
 HG0902'
 HG0902'REFERENCE MARK 4 IS A STANDARD DISK STAMPED HAVILAND 1953 NO 4 1973,
 HG0902'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 HG0902'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND PROJECTS
 HG0902'1 INCH ABOVE THE GROUND SURFACE.  IT IS 20 FEET NORTH OF THE CENTER
 HG0902'OF THE COUNTY LINE ROAD, 1 FOOT SOUTH OF THE FENCE, 1 FOOT EAST OF
 HG0902'A METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION
 HG0902'MARK.
 HG0902'
 HG0902'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HAVILAND 1953 NO 5 1973,
 HG0902'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HG0902'FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET NORTH OF THE CENTER
 HG0902'OF THE COUNTY LINE ROAD, 1 FOOT SOUTH OF THE FENCE, 1 FOOT EAST OF
 HG0902'A METAL WITNESS POST AND ABOUT 3 FEET LOWER THAN THE STATION.
 HG0902'
 HG0902'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAVILAND 1953, SET IN THE
 HG0902'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 HG0902'ABOVE THE GROUND SURFACE.  IT IS 24 FEET NORTH OF THE CENTER OF THE
 HG0902'COUNTY LINE ROAD, 3 FEET NORTH OF A METAL WITNESS POST, 2.5 FEET
 HG0902'NORTH OF AN EAST-WEST FENCE AND 1.5 FEET NORTHEAST OF A CORNER POST
 HG0902'FOR A GATE.
 HG0902'
 HG0902'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE COUNTY
 HG0902'LINE ROAD FOR 0.3 MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT AT
 HG0902'THE TOP OF A SAND HILL.
 HG0902'
 HG0902'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 HG0902'NORTH-NORTHWEST OF HAVILAND.
 HG0902
 HG0902                          STATION RECOVERY (1988)
 HG0902
 HG0902'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1988 (DRL)
 HG0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0913 ***********************************************************************
 JG0913  DESIGNATION -  HAWK
 JG0913  PID         -  JG0913
 JG0913  STATE/COUNTY-  KS/HODGEMAN
 JG0913  USGS QUAD   -  JETMORE NE (1970)
 JG0913
 JG0913                         *CURRENT SURVEY CONTROL
 JG0913  ___________________________________________________________________
 JG0913* NAD 83(1997)-  38 14 50.39921(N)    099 51 48.39710(W)     ADJUSTED  
 JG0913* NAVD 88     -       712.     (meters)    2336.     (feet)  SCALED    
 JG0913  ___________________________________________________________________
 JG0913  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 JG0913  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0913
 JG0913  HORZ ORDER  -  THIRD
 JG0913
 JG0913.The horizontal coordinates were established by classical geodetic methods
 JG0913.and adjusted by the National Geodetic Survey in October 1998..
 JG0913
 JG0913.The orthometric height was scaled from a topographic map.
 JG0913
 JG0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0913
 JG0913.The geoid height was determined by GEOID03.
 JG0913
 JG0913;                    North         East     Units Scale Factor Converg.
 JG0913;SPC KS S     -   576,304.752   280,658.645   MT  0.99995243   -0 50 16.3
 JG0913;UTM  14      - 4,233,610.162   424,446.596   MT  0.99967030   -0 32 04.4
 JG0913
 JG0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0913!SPC KS S     -   0.99989232  x   0.99995243  =   0.99984475
 JG0913!UTM  14      -   0.99989232  x   0.99967030  =   0.99956265
 JG0913
 JG0913|---------------------------------------------------------------------|
 JG0913| PID    Reference Object                     Distance      Geod. Az  |
 JG0913|                                                           dddmmss.s |
 JG0913| CK9829 HAWK RM 1                             9.841 METERS 08607     |
 JG0913| CK9830 HAWK RM 2                            12.132 METERS 17804     |
 JG0913| JG0925 DELANEY                             APPROX. 9.9 KM 3465552.5 |
 JG0913|---------------------------------------------------------------------|
 JG0913
 JG0913                          SUPERSEDED SURVEY CONTROL
 JG0913
 JG0913  NAD 83(1997)-  38 14 50.40727(N)    099 51 48.39651(W) AD(       ) 3
 JG0913  NAD 83(1986)-  38 14 50.40720(N)    099 51 48.39620(W) AD(       ) 3
 JG0913  NAD 27      -  38 14 50.34672(N)    099 51 46.94511(W) AD(       ) 3
 JG0913
 JG0913.Superseded values are not recommended for survey control.
 JG0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0913.See file dsdata.txt to determine how the superseded data were derived.
 JG0913
 JG0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2444733610(NAD 83)
 JG0913_MARKER: DS = TRIANGULATION STATION DISK
 JG0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0913
 JG0913  HISTORY     - Date     Condition        Report By
 JG0913  HISTORY     - 1964     MONUMENTED       CGS
 JG0913
 JG0913                          STATION DESCRIPTION
 JG0913
 JG0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0913'THE STATION IS 11-1/2 MILES NORTH OF JETMORE, 2 MILES EAST OF U.S.
 JG0913'HIGHWAY 283, 1 MILE SOUTH OF THE HODGEMAN-NESS COUNTY LINE, IN THE
 JG0913'NORTHWEST CORNER OF SECTION 9, T 21 S, R 23 W, AND ON PROPERTY
 JG0913'OWNED BY MRS. HELEN LAPLANTE.
 JG0913'
 JG0913'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND 156
 JG0913'ON THE NORTH EDGE OF JETMORE, GO NORTH ON HIGHWAY 283 FOR 9.1 MILES
 JG0913'TO A CROSSROAD AND A SCHOOL IN THE SOUTHWEST ANGLE OF THE
 JG0913'INTERSECTION.  CONTINUE NORTH ON HIGHWAY 283 FOR 2.0 MILES TO A
 JG0913'CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 2.0 MILES
 JG0913'TO TWO GATES ON THE LEFT, A GATE, A FENCE CORNER, AND THE STATION
 JG0913'ON THE RIGHT.
 JG0913'
 JG0913'STATION MARKS ARE STANDARD DISKS STAMPED HAWK 1964.  THE SURFACE
 JG0913'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 JG0913'IS 41 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 6 FEET SOUTHWEST
 JG0913'OF A METAL WITNESS POST, AND 5 FEET SOUTHEAST OF A STONE CORNER
 JG0913'FENCE POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 JG0913'OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 JG0913'
 JG0913'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HAWK NO 1 1964, IS SET
 JG0913'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 38 FEET
 JG0913'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 36.5 FEET EAST OF THE STONE
 JG0913'CORNER FENCE POST, AND 1 FOOT SOUTH OF A FENCE.
 JG0913'
 JG0913'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HAWK NO 2 1964, IS SET
 JG0913'IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 44 FEET
 JG0913'SOUTH OF THE STONE CORNER FENCE POST AND 1 FOOT EAST OF A FENCE.
 JG0913'
 JG0913'NOTE--STATION DELANEY IS VISIBLE FROM THE GROUND AND MAY BE USED AS
 JG0913'AN AZIMUTH MARK.
 JG0913'REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1474 ***********************************************************************
 JF1474  DESIGNATION -  HAWTHORNE
 JF1474  PID         -  JF1474
 JF1474  STATE/COUNTY-  KS/MORRIS
 JF1474  USGS QUAD   -  WILSEY (1972)
 JF1474
 JF1474                         *CURRENT SURVEY CONTROL
 JF1474  ___________________________________________________________________
 JF1474* NAD 83(1997)-  38 40 02.95500(N)    096 38 20.13263(W)     ADJUSTED  
 JF1474* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 JF1474  ___________________________________________________________________
 JF1474  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 JF1474  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 JF1474
 JF1474  HORZ ORDER  -  FIRST
 JF1474
 JF1474.The horizontal coordinates were established by classical geodetic methods
 JF1474.and adjusted by the National Geodetic Survey in October 1998..
 JF1474
 JF1474.The orthometric height was scaled from a topographic map.
 JF1474
 JF1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1474
 JF1474.The geoid height was determined by GEOID03.
 JF1474
 JF1474;                    North         East     Units Scale Factor Converg.
 JF1474;SPC KS N     -    37,984.909   518,451.348   MT  1.00000830   +0 51 40.2
 JF1474;SPC KS S     -   623,687.140   561,962.746   MT  1.00002150   +1 08 37.3
 JF1474;UTM  14      - 4,282,523.633   705,415.901   MT  1.00011964   +1 28 32.6
 JF1474
 JF1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1474!SPC KS N     -   0.99993198  x   1.00000830  =   0.99994028
 JF1474!SPC KS S     -   0.99993198  x   1.00002150  =   0.99995348
 JF1474!UTM  14      -   0.99993198  x   1.00011964  =   1.00005162
 JF1474
 JF1474|---------------------------------------------------------------------|
 JF1474| PID    Reference Object                     Distance      Geod. Az  |
 JF1474|                                                           dddmmss.s |
 JF1474| CL5334 HAWTHORNE RM 1                       23.478 METERS 08859     |
 JF1474| JF1467 COUNCIL GROVE RAD KAA 898 MAST      APPROX.10.3 KM 0960658.5 |
 JF1474| CL5335 HAWTHORNE RM 2                       21.338 METERS 18028     |
 JF1474| JF1471 WILSEY METHODIST CHURCH SPIRE       APPROX. 4.8 KM 2270855.6 |
 JF1474| CL5333 HAWTHORNE AZ MK                                    2682844.4 |
 JF1474| JF1476 HERINGTON ARMY AIR BASE SPIPE       APPROX.15.5 KM 2795822.1 |
 JF1474| JF1464 WHITE CITY MUNICIPAL TANK           APPROX.16.6 KM 3294338.0 |
 JF1474|---------------------------------------------------------------------|
 JF1474
 JF1474                          SUPERSEDED SURVEY CONTROL
 JF1474
 JF1474  NAD 83(1986)-  38 40 02.96282(N)    096 38 20.13199(W) AD(       ) 1
 JF1474  NAD 27      -  38 40 02.93639(N)    096 38 19.10670(W) AD(       ) 1
 JF1474
 JF1474.Superseded values are not recommended for survey control.
 JF1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1474.See file dsdata.txt to determine how the superseded data were derived.
 JF1474
 JF1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH0541682524(NAD 83)
 JF1474_MARKER: DS = TRIANGULATION STATION DISK
 JF1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1474
 JF1474  HISTORY     - Date     Condition        Report By
 JF1474  HISTORY     - 1956     MONUMENTED       CGS
 JF1474  HISTORY     - 1968     GOOD             CGS
 JF1474
 JF1474                          STATION DESCRIPTION
 JF1474
 JF1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1474'THE STATION IS LOCATED ABOUT 8 MILES WEST OF COUNCIL GROVE
 JF1474'AND 3.5 MILES NORTHEAST OF WILSEY, ON THE NORTH RIGHT-OF-WAY
 JF1474'OF AN EAST-WEST SECTION LINE ROAD.  IT IS 30 FEET NORTH OF THE
 JF1474'CENTERLINE OF THE SECTION LINE ROAD, 3 FEET SOUTHWEST OF A WHITE
 JF1474'WITNESS POST AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  THE
 JF1474'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED HAWTHORNE
 JF1474'1956.
 JF1474'
 JF1474'TO REACH THE STATION FROM THE POST OFFICE IN COUNCIL GROVE, GO
 JF1474'WEST ON U.S. HIGHWAY 50N FOR 8.0 MILES TO A CROSSROAD.  TURN
 JF1474'RIGHT AND GO NORTH ON GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 JF1474'TURN LEFT AND GO WEST ON SECTION LINE ROAD FOR 0.2 MILE TO THE
 JF1474'STATION ON THE RIGHT AS DESCRIBED.
 JF1474'
 JF1474'REFERENCE MARK 1 IS 74 FEET EAST OF THE WHITE WITNESS POST, 31 FEET
 JF1474'NORTH OF THE CENTERLINE OF THE SECTION LINE ROAD AND 1 FOOT
 JF1474'SOUTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 4
 JF1474'INCHES AND THE DISK IS STAMPED HAWTHORNE NO 1 1956.
 JF1474'
 JF1474'REFERENCE MARK 2 IS 71 FEET SOUTH OF THE WHITE WITNESS POST,
 JF1474'41 FEET SOUTH OF THE CENTERLINE OF THE SECTION LINE ROAD, 4
 JF1474'FEET WEST OF A TELEPHONE POLE AND 1 FOOT NORTH OF A FENCE LINE.
 JF1474'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 JF1474'HAWTHORNE NO 2 1956.
 JF1474'
 JF1474'THE AZIMUTH MARK IS 18 FEET SOUTH OF THE CENTERLINE OF THE SECTION
 JF1474'LINE ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH
 JF1474'OF A FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 JF1474'IS STAMPED HAWTHORNE 1956.
 JF1474'
 JF1474'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON SECTION
 JF1474'LINE ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 JF1474'
 JF1474'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JF1474
 JF1474                          STATION RECOVERY (1968)
 JF1474
 JF1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1474'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1474'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1474'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1474'FOR RECOVERY.
 JF1474'
 JF1474'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 JF1474'
 JF1474'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JF1474'
 JF1474'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 JF1474'MILES NORTHEAST OF WILSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0848 ***********************************************************************
 JG0848  DESIGNATION -  HAYS
 JG0848  PID         -  JG0848
 JG0848  STATE/COUNTY-  KS/ELLIS
 JG0848  USGS QUAD   -  HAYS NORTH (1983)
 JG0848
 JG0848                         *CURRENT SURVEY CONTROL
 JG0848  ___________________________________________________________________
 JG0848* NAD 83(1997)-  38 54 51.82560(N)    099 16 18.10529(W)     ADJUSTED  
 JG0848* NAVD 88     -       662.9    (meters)    2175.     (feet)  VERTCON   
 JG0848  ___________________________________________________________________
 JG0848  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 JG0848  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0848
 JG0848  HORZ ORDER  -  FIRST
 JG0848
 JG0848.The horizontal coordinates were established by classical geodetic methods
 JG0848.and adjusted by the National Geodetic Survey in October 1998..
 JG0848
 JG0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0848
 JG0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0848
 JG0848.The geoid height was determined by GEOID03.
 JG0848
 JG0848;                    North         East     Units Scale Factor Converg.
 JG0848;SPC KS N     -    65,278.530   289,711.432   MT  0.99997398   -0 48 16.6
 JG0848;SPC KS S     -   649,758.752   333,065.202   MT  1.00008732   -0 28 27.2
 JG0848;UTM  14      - 4,307,312.167   476,445.033   MT  0.99960683   -0 10 14.4
 JG0848
 JG0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0848!SPC KS N     -   0.99990010  x   0.99997398  =   0.99987408
 JG0848!SPC KS S     -   0.99990010  x   1.00008732  =   0.99998741
 JG0848!UTM  14      -   0.99990010  x   0.99960683  =   0.99950697
 JG0848
 JG0848|---------------------------------------------------------------------|
 JG0848| PID    Reference Object                     Distance      Geod. Az  |
 JG0848|                                                           dddmmss.s |
 JG0848| AI1599 HAYS WP NORTH                         2.457 METERS 00027     |
 JG0848| AI1597 HAYS RM 3                            21.218 METERS 03427     |
 JG0848| AI1600 HAYS WP SOUTH                         2.420 METERS 18017     |
 JG0848| JG0847 HAYS RADIO STATION KAYS TOWER       APPROX. 6.6 KM 2391932.6 |
 JG0848| AI1596 HAYS AZ MK                                         2721230.3 |
 JG0848| AI1598 HAYS RM 4                            31.297 METERS 30338     |
 JG0848|---------------------------------------------------------------------|
 JG0848
 JG0848                          SUPERSEDED SURVEY CONTROL
 JG0848
 JG0848  NAD 83(1986)-  38 54 51.83286(N)    099 16 18.10524(W) AD(       ) 1
 JG0848  NAD 27      -  38 54 51.79200(N)    099 16 16.73900(W) AD(       ) 1
 JG0848  NGVD 29 (07/19/86)  662.6    (m)         2174.     (f) VERT ANG       
 JG0848
 JG0848.Superseded values are not recommended for survey control.
 JG0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0848.See file dsdata.txt to determine how the superseded data were derived.
 JG0848
 JG0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7644507312(NAD 83)
 JG0848_MARKER: DS = TRIANGULATION STATION DISK
 JG0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0848_STAMPING: HAYS 1892
 JG0848_MARK LOGO: CGS   
 JG0848_PROJECTION: RECESSED 30 CENTIMETERS
 JG0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0848
 JG0848  HISTORY     - Date     Condition        Report By
 JG0848  HISTORY     - 1892     MONUMENTED       CGS
 JG0848  HISTORY     - 1934     GOOD             CGS
 JG0848  HISTORY     - 1950     GOOD             CGS
 JG0848  HISTORY     - 19850612 GOOD             NGS
 JG0848
 JG0848                          STATION DESCRIPTION
 JG0848
 JG0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (FDG)
 JG0848'ABOUT 4 MILES NORTHEAST OF HAYS, NEAR THE NORTH CENTER OF SEC.
 JG0848'24, T. 13 S., R. 18 W., JUST SOUTH OF THE ROAD SEPARATING SECTIONS
 JG0848'24 AND 13, ON LAND BELONGING (1922) TO EDWARD POLIFKA, WHO LIVES
 JG0848'ON THE SAME QUARTER SECTION 1/2 MILE SOUTHWEST OF THE STATION.
 JG0848'THE UNDERGROUND AND STATION MARKS ARE STANDARD BRONZE STATION
 JG0848'TABLETS IN CONCRETE BLOCKS, THE FORMER 36 INCHES BELOW THE
 JG0848'SURFACE AND THE LATTER PROJECTING 4 INCHES ABOVE THE SURFACE.
 JG0848'TWO STANDARD BRONZE REFERENCE TABLETS IN STONE POSTS ARE
 JG0848'IN THE MERIDIAN 8 FEET NORTH AND SOUTH OF THE STATION.
 JG0848'DISTANCES TO OTHER POINTS ARE AS FOLLOWS- CENTER OF ROAD ON
 JG0848'LINE BETWEEN SECTIONS 24 AND 13, 10.4 METERS (34 FEET)
 JG0848'NORTH, CENTER OF HEDGE ROW, 3.7 METERS (12 FEET) SOUTH, WEST
 JG0848'END OF HEDGE, 57.9 METERS (190 FEET) EAST, STONE POST 6 INCHES
 JG0848'SQUARE PROJECTING 6 INCHES AND MARKED U.S. 1904, 65.90 METERS
 JG0848'(216.2 FEET), N. 77 DEG E.  (MAGNETIC).
 JG0848
 JG0848                          STATION RECOVERY (1934)
 JG0848
 JG0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0848'ORIGINAL DESCRIPTION IS GOOD, EXCEPT THAT THE DISTANCES FROM
 JG0848'THE STATION SHOULD READ AS FOLLOWS- THE CENTER OF THE ROAD ON
 JG0848'THE NORTH LINE OF SEC. 24, 10.4 METERS (34 FEET), A ROW OF LOCUST
 JG0848'TREES, 3.7 METERS SOUTH, THE EAST TREE IN THE ROW, 191 FEET EAST,
 JG0848'A STONE POST 6 INCHES SQUARE, PROJECTING 6 INCHES ABOVE THE
 JG0848'SURFACE AND MARKED U.S. 1904 IS 65.9 METERS (216.2 FEET), N.
 JG0848'77 DEG E. (MAGNETIC).
 JG0848
 JG0848                          STATION RECOVERY (1950)
 JG0848
 JG0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0848'THE STATION, WITNESS POST NORTH AND WITNESS POST SOUTH WERE
 JG0848'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK,
 JG0848'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE ESTABLISHED.
 JG0848'
 JG0848'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 JG0848'
 JG0848'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHEAST OF HAYS IN THE
 JG0848'NORTH EDGE OF A CULTIVATED FIELD, 36 FEET SOUTH OF THE CENTER OF
 JG0848'A ROAD AND 19 FEET SOUTH OF A WITNESS POST AND EAST-WEST FENCE
 JG0848'LINE.  IT IS STAMPED HAYS 1892 AND IS FLUSH WITH THE GROUND
 JG0848'SURFACE.
 JG0848'
 JG0848'WITNESS POST NORTH IS 28 FEET SOUTH OF THE CENTER OF ROAD AND
 JG0848'11 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD
 JG0848'REFERENCE MARK DISK SET IN TOP OF A 6 INCH SQUARE CONCRETE
 JG0848'POST.  IT IS STAMPED HAYS 1892 AND IS FLUSH WITH THE GROUND
 JG0848'SURFACE.
 JG0848'
 JG0848'WITNESS POST SOUTH IS 44 FEET SOUTH OF THE CENTER OF ROAD AND
 JG0848'27 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD
 JG0848'REFERENCE MARK DISK SET IN TOP OF A 6 INCH SQUARE CONCRETE POST.
 JG0848'IT IS STAMPED HAYS 1892 AND IS FLUSH WITH THE GROUND SURFACE.
 JG0848'
 JG0848'REFERENCE MARK NO. 3 IS ON THE ROAD RIGHT-OF-WAY, 18 FEET NORTH
 JG0848'OF THE CENTER OF ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 JG0848'IT IS STAMPED HAYS NO 3 1950 AND PROJECTS 3 INCHES.
 JG0848'
 JG0848'REFERENCE MARK NO. 4 IS ON THE ROAD RIGHT-OF-WAY, 18 FEET NORTH
 JG0848'OF THE CENTER OF ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 JG0848'IT IS STAMPED HAYS NO 4 1950 AND PROJECTS 3 INCHES.
 JG0848'
 JG0848'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY 18 FEET NORTH OF
 JG0848'THE CENTER OF ROAD, 3 FEET EAST OF A WITNESS POST, 2 FEET
 JG0848'SOUTHWEST OF THE WEST END OF A WIRE GATE AND 1 FOOT SOUTH OF AN
 JG0848'EAST-WEST FENCE LINE.  IT IS STAMPED HAYS 1950 AND PROJECTS 4
 JG0848'INCHES.
 JG0848'
 JG0848'TO REACH THE STATION FROM THE COURTHOUSE IN HAYS, GO EAST 1
 JG0848'BLOCK TO U.S. HIGHWAY 183, TURN LEFT AND GO NORTH, EAST AND
 JG0848'NORTH ON U.S. HIGHWAY 183 FOR 1.3 MILES TO A CROSSROAD AT
 JG0848'NORTHEAST CORNER OF CEMETERY.  TURN RIGHT AND GO EAST ON GRAVELED
 JG0848'ROAD FOR 2.0 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 2.0
 JG0848'MILES TO A T ROAD RIGHT, TURN RIGHT AND GO EAST ON DIRT ROAD FOR
 JG0848'0.15 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE EAST
 JG0848'FOR 0.3 MILE TO STATION ON RIGHT AS DESCRIBED.
 JG0848
 JG0848                          STATION RECOVERY (1985)
 JG0848
 JG0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 JG0848'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION BUT IS NOW
 JG0848'RECESSED.  ALL THE OTHER MARKS HAVE BEEN DESTROYED BY EITHER FARMING
 JG0848'OPERATIONS OR ROAD CONSTRUCTION.  A CHECK ANGLE WAS OBTAINED TO
 JG0848'DISTANT OBJECTS BY MEANS OF INVERSED AZIMUTHS.  REFERENCE MARKS 5 AND
 JG0848'6 AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  A COMPLETE,
 JG0848'NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 12.5 KM (7.75
 JG0848'MI) NORTHWEST OF VICTORIA, 6.8 KM (4.20 MI) NORTHEAST OF HAYS, 4.0 KM
 JG0848'(2.50 MI) EAST OF U.S HIGHWAY 183, 4.0 KM (2.50 MI) NORTH OF
 JG0848'INTERSTATE HIGHWAY 70, NEAR THE CENTER OF THE NORTH SIDE OF SEC 24, T
 JG0848'13 S, R 18 W, AND IN THE NORTH EDGE OF A CULTIVATED FIELD ON PROPERTY
 JG0848'OWNED BY ALVIN POLIFKA, RURAL ROUTE, HAYS, KANSAS 67601.  TO REACH THE
 JG0848'STATION FROM THE JUNCTION OF U.S HIGHWAY 183 AND INTERSTATE HIGHWAY
 JG0848'70, AT THE NORTH EDGE OF HAYS, GO NORTH ON HIGHWAY 183 FOR 0.16 KM
 JG0848'(0.10 MI) TO A GRAVELED ROAD ON THE RIGHT, JUST NORTH OF AN EXIT RAMP
 JG0848'FOR I-70.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 3.22 KM
 JG0848'(2.00 MI) TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 JG0848'FOR 1.61 KM (1.00 MI) TO A SIDE ROAD ON THE RIGHT. TURN RIGHT AND GO
 JG0848'EAST ON A GRAVELED ROAD FOR 0.80 KM (0.50 MI) TO THE STATION ON THE
 JG0848'RIGHT, ABOUT 150 M (492.1 FT) EAST OF SOME OIL FIELD STORAGE TANKS.
 JG0848'THE STATION  IS A STANDARD CGS DISK STAMPED---HAYS 1892---, SET INTO
 JG0848'THE TOP OF A SQUARE CONCRETE MONUMENT, 14 INCHES (35 CM)  IN DIAMETER,
 JG0848'RECESSED 12 INCHES (30 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 JG0848'11.6 METERS (38.1 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 1.98
 JG0848'METERS (6.50 FT) SOUTH FROM A WITNESS POST.  REFERENCE MARK NO 5 IS A
 JG0848'STANDARD NGS DISK STAMPED---HAYS 1892 NO 5 1985---, SET INTO THE TOP
 JG0848'OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 JG0848'PROJECTING4 INCHES (10 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 JG0848'9.8 METERS (32.2 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 0.61
 JG0848'METERS (2.00 FT) EAST FROM A WITNESS POST, AND 1.0 METERS (3.3 FT)
 JG0848'HIGHER THAN THE STATION.  REFERENCE MARK NO 6 IS A STANDARD NGS DISK
 JG0848'STAMPED---HAYS 1892 NO 6 1985---, SET INTO THE TOP OF A ROUND CONCRETE
 JG0848'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING4 INCHES (10 CM)
 JG0848'ABOVE THE GROUND.  THE STATION IS LOCATED 9.8 METERS (32.2 FT) SOUTH
 JG0848'FROM THE CENTERLINE OF THE ROAD, 0.60 METERS (1.97 FT) EAST FROM A
 JG0848'WITNESS POST, AND 9 METERS (29.5 FT) HIGHER THAN THE STATION.  AZIMUTH
 JG0848'MARK NO 2 IS A STANDARD NGS DISK STAMPED---HAYS 1892 NO 2 1985---, SET
 JG0848'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN
 JG0848'DIAMETER, PROJECTING4 INCHES (10 CM) ABOVE THE GROUND.  THE STATION IS
 JG0848'LOCATED 9.8 METERS (32.2 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 JG0848'0.61 METERS (2.00 FT) SOUTHWEST FROM THE NORTH END OF A FENCE, 0.48
 JG0848'METERS (1.57 FT) EAST FROM A WITNESS POST.  TO REACH THE AZIMUTH MARK
 JG0848'FROM THE STATION, GO EAST ON THE GRAVELED ROAD FOR 0.56 KM (0.35 MI)
 JG0848'TO THE MARK ON THE RIGHT, ON THE WESTERN SLOPE OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0852 ***********************************************************************
 JG0852  DESIGNATION -  HAYS MUNICIPAL TANK
 JG0852  PID         -  JG0852
 JG0852  STATE/COUNTY-  KS/ELLIS
 JG0852  USGS QUAD   -  HAYS SOUTH (1983)
 JG0852
 JG0852                         *CURRENT SURVEY CONTROL
 JG0852  ___________________________________________________________________
 JG0852* NAD 83(1997)-  38 52 17.15916(N)    099 19 46.77890(W)     ADJUSTED  
 JG0852* NAVD 88     -                                                        
 JG0852  ___________________________________________________________________
 JG0852  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JG0852  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0852
 JG0852  HORZ ORDER  -  THIRD
 JG0852
 JG0852.The horizontal coordinates were established by classical geodetic methods
 JG0852.and adjusted by the National Geodetic Survey in October 1998..
 JG0852
 JG0852
 JG0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0852
 JG0852.The geoid height was determined by GEOID03.
 JG0852
 JG0852;                    North         East     Units Scale Factor Converg.
 JG0852;SPC KS N     -    60,581.903   284,614.719   MT  0.99997863   -0 50 28.7
 JG0852;UTM  14      - 4,302,561.165   471,402.471   MT  0.99961007   -0 12 24.8
 JG0852
 JG0852                          SUPERSEDED SURVEY CONTROL
 JG0852
 JG0852  NAD 83(1986)-  38 52 17.16620(N)    099 19 46.77870(W) AD(       ) 4
 JG0852  NAD 27      -  38 52 17.12500(N)    099 19 45.40700(W) AD(       ) 3
 JG0852
 JG0852.Superseded values are not recommended for survey control.
 JG0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0852.See file dsdata.txt to determine how the superseded data were derived.
 JG0852
 JG0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7140202561(NAD 83)
 JG0852_MARKER: 53 = ELEVATED TANK
 JG0852
 JG0852  HISTORY     - Date     Condition        Report By
 JG0852  HISTORY     - 1950     FIRST OBSERVED   CGS
 JG0852
 JG0852                          STATION DESCRIPTION
 JG0852
 JG0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0852'THE STATION IS LOCATED IN THE CENTER OF HAYS.  IT IS 70.0 FEET
 JG0852'NORTH OF THE CENTER OF STREET AND 30.0 FEET NORTH OF A FENCE
 JG0852'LINE.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK
 JG0852'PROPER AND HAS AN OVERALL HEIGHT OF 123.0 FEET.  THE POINT
 JG0852'OBSERVED ON WAS THE BALL AT THE APEX OF THE TANK.  THE TANK IS
 JG0852'PAINTED SILVER AND HAS HAYS STAMPED IN BLACK ON THE WEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0849 ***********************************************************************
 JG0849  DESIGNATION -  HAYS PROD PLINE GAS CO TOWER
 JG0849  PID         -  JG0849
 JG0849  STATE/COUNTY-  KS/ELLIS
 JG0849  USGS QUAD   -  HAYS SOUTH (1983)
 JG0849
 JG0849                         *CURRENT SURVEY CONTROL
 JG0849  ___________________________________________________________________
 JG0849* NAD 83(1997)-  38 52 12.84918(N)    099 18 54.85921(W)     ADJUSTED  
 JG0849* NAVD 88     -                                                        
 JG0849  ___________________________________________________________________
 JG0849  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 JG0849  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0849
 JG0849  HORZ ORDER  -  THIRD
 JG0849
 JG0849.The horizontal coordinates were established by classical geodetic methods
 JG0849.and adjusted by the National Geodetic Survey in October 1998..
 JG0849
 JG0849
 JG0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0849
 JG0849.The geoid height was determined by GEOID03.
 JG0849
 JG0849;                    North         East     Units Scale Factor Converg.
 JG0849;SPC KS N     -    60,430.737   285,864.224   MT  0.99997877   -0 49 55.8
 JG0849;UTM  14      - 4,302,423.892   472,653.111   MT  0.99960921   -0 11 52.2
 JG0849
 JG0849                          SUPERSEDED SURVEY CONTROL
 JG0849
 JG0849  NAD 83(1986)-  38 52 12.85628(N)    099 18 54.85895(W) AD(       ) 4
 JG0849  NAD 27      -  38 52 12.81400(N)    099 18 53.48900(W) AD(       ) 3
 JG0849
 JG0849.Superseded values are not recommended for survey control.
 JG0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0849.See file dsdata.txt to determine how the superseded data were derived.
 JG0849
 JG0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7265302424(NAD 83)
 JG0849_MARKER: 55 = TOWER
 JG0849
 JG0849  HISTORY     - Date     Condition        Report By
 JG0849  HISTORY     - 1950     FIRST OBSERVED   CGS
 JG0849
 JG0849                          STATION DESCRIPTION
 JG0849
 JG0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0849'THE STATION IS LOCATED IN THE EAST PART OF HAYS.  IT IS 89.0 FEET
 JG0849'SOUTH OF A EAST-WEST FENCE LINE AND 29.0 FEET EAST OF A TILE
 JG0849'BUILDING.  IT IS A STEEL STRUCTURE WITH AN OVERALL HEIGHT OF
 JG0849'300.0 FEET.  THE LIGHT AT THE APEX OF THE TOWER WAS OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0847 ***********************************************************************
 JG0847  DESIGNATION -  HAYS RADIO STATION KAYS TOWER
 JG0847  PID         -  JG0847
 JG0847  STATE/COUNTY-  KS/ELLIS
 JG0847  USGS QUAD   -  HAYS NORTH (1983)
 JG0847
 JG0847                         *CURRENT SURVEY CONTROL
 JG0847  ___________________________________________________________________
 JG0847* NAD 83(1997)-  38 53 02.60952(N)    099 20 13.54437(W)     ADJUSTED  
 JG0847* NAVD 88     -                                                        
 JG0847  ___________________________________________________________________
 JG0847  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 JG0847  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0847
 JG0847  HORZ ORDER  -  THIRD
 JG0847
 JG0847.The horizontal coordinates were established by classical geodetic methods
 JG0847.and adjusted by the National Geodetic Survey in October 1998..
 JG0847
 JG0847
 JG0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0847
 JG0847.The geoid height was determined by GEOID03.
 JG0847
 JG0847;                    North         East     Units Scale Factor Converg.
 JG0847;SPC KS N     -    61,992.772   283,990.278   MT  0.99997720   -0 50 45.6
 JG0847;UTM  14      - 4,303,964.517   470,762.682   MT  0.99961053   -0 12 41.8
 JG0847
 JG0847                          SUPERSEDED SURVEY CONTROL
 JG0847
 JG0847  NAD 83(1986)-  38 53 02.61653(N)    099 20 13.54415(W) AD(       ) 4
 JG0847  NAD 27      -  38 53 02.57500(N)    099 20 12.16900(W) AD(       ) 3
 JG0847
 JG0847.Superseded values are not recommended for survey control.
 JG0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0847.See file dsdata.txt to determine how the superseded data were derived.
 JG0847
 JG0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7076303965(NAD 83)
 JG0847_MARKER: 43 = RADIO/TV TOWER
 JG0847
 JG0847  HISTORY     - Date     Condition        Report By
 JG0847  HISTORY     - 1950     FIRST OBSERVED   CGS
 JG0847
 JG0847                          STATION DESCRIPTION
 JG0847
 JG0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0847'THE STATION IS LOCATED IN THE NORTHWEST PART OF HAYS.  IT IS
 JG0847'ABOUT 400 FEET WEST OF THE CENTER OF A ROCK ROAD AND 160 FEET
 JG0847'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE K.A.Y.S. RADIO
 JG0847'STATION.  IT IS A STEEL STRUCTURE WITH AN OVERALL HEIGHT OF ABOUT
 JG0847'186 FEET.  THE LIGHT AT THE APEX OF THE TOWER WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0850 ***********************************************************************
 JG0850  DESIGNATION -  HAYS ST JOSEPHS CATH CHURCH
 JG0850  PID         -  JG0850
 JG0850  STATE/COUNTY-  KS/ELLIS
 JG0850  USGS QUAD   -  HAYS SOUTH (1983)
 JG0850
 JG0850                         *CURRENT SURVEY CONTROL
 JG0850  ___________________________________________________________________
 JG0850* NAD 83(1997)-  38 52 29.77728(N)    099 19 56.38186(W)     ADJUSTED  
 JG0850* NAVD 88     -                                                        
 JG0850  ___________________________________________________________________
 JG0850  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JG0850  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0850
 JG0850  HORZ ORDER  -  THIRD
 JG0850
 JG0850.The horizontal coordinates were established by classical geodetic methods
 JG0850.and adjusted by the National Geodetic Survey in October 1998..
 JG0850
 JG0850
 JG0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0850
 JG0850.The geoid height was determined by GEOID03.
 JG0850
 JG0850;                    North         East     Units Scale Factor Converg.
 JG0850;SPC KS N     -    60,974.360   284,388.981   MT  0.99997823   -0 50 34.7
 JG0850;UTM  14      - 4,302,950.954   471,172.486   MT  0.99961023   -0 12 30.9
 JG0850
 JG0850                          SUPERSEDED SURVEY CONTROL
 JG0850
 JG0850  NAD 83(1986)-  38 52 29.78431(N)    099 19 56.38164(W) AD(       ) 4
 JG0850  NAD 27      -  38 52 29.74100(N)    099 19 55.01000(W) AD(       ) 3
 JG0850
 JG0850.Superseded values are not recommended for survey control.
 JG0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0850.See file dsdata.txt to determine how the superseded data were derived.
 JG0850
 JG0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7117202951(NAD 83)
 JG0850_MARKER: 91 = CHURCH CROSS
 JG0850
 JG0850  HISTORY     - Date     Condition        Report By
 JG0850  HISTORY     - 1950     FIRST OBSERVED   CGS
 JG0850  HISTORY     - 1967     GOOD             CGS
 JG0850  HISTORY     - 20030712 GOOD             USPSQD
 JG0850
 JG0850                          STATION DESCRIPTION
 JG0850
 JG0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0850'THE STATION IS LOCATED ON WEST 13TH STREET IN HAYS.  IT IS 40.0
 JG0850'FEET NORTH OF WEST 13TH STREET AND 29.0 FEET EAST OF A NORTH-SOUTH
 JG0850'STREET.  IT IS 20.5 FEET SPIRE ON THE SOUTH END OF A ROCK CHURCH
 JG0850'WITH AN OVERALL HEIGHT OF 100.0 FEET.  THE POINT OBSERVED UPON
 JG0850'WAS THE CROSS AT THE APEX OF THE SPIRE.
 JG0850
 JG0850                          STATION RECOVERY (1967)
 JG0850
 JG0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHR)
 JG0850'THE STATION WAS RECOVERED AS DESCRIBED IN 1950 AND FOUND TO BE IN
 JG0850'GOOD CONDITION.
 JG0850
 JG0850                          STATION RECOVERY (2003)
 JG0850
 JG0850'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 JG0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0356 ***********************************************************************
 JG0356  DESIGNATION -  HAYSPORT 2
 JG0356  PID         -  JG0356
 JG0356  STATE/COUNTY-  KS/ELLIS
 JG0356  USGS QUAD   -  HAYS SOUTH (1983)
 JG0356
 JG0356                         *CURRENT SURVEY CONTROL
 JG0356  ___________________________________________________________________
 JG0356* NAD 83(1997)-  38 52 15.82230(N)    099 18 16.28093(W)     ADJUSTED  
 JG0356* NAVD 88     -       613.56   (+/-2cm)    2013.0    (feet)  VERTCON   
 JG0356  ___________________________________________________________________
 JG0356  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 JG0356  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0356
 JG0356  HORZ ORDER  -  THIRD
 JG0356  VERT ORDER  -  THIRD ? (See Below)
 JG0356
 JG0356.The horizontal coordinates were established by classical geodetic methods
 JG0356.and adjusted by the National Geodetic Survey in October 1998..
 JG0356.No horizontal observational check was made to the station.
 JG0356
 JG0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0356.The vertical order pertains to the NGVD 29 superseded value.
 JG0356
 JG0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0356
 JG0356.The geoid height was determined by GEOID03.
 JG0356
 JG0356;                    North         East     Units Scale Factor Converg.
 JG0356;SPC KS N     -    60,508.955   286,795.426   MT  0.99997867   -0 49 31.4
 JG0356;UTM  14      - 4,302,512.382   473,583.046   MT  0.99960859   -0 11 28.0
 JG0356
 JG0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0356!SPC KS N     -   0.99990784  x   0.99997867  =   0.99988651
 JG0356!UTM  14      -   0.99990784  x   0.99960859  =   0.99951646
 JG0356
 JG0356|---------------------------------------------------------------------|
 JG0356| PID    Reference Object                     Distance      Geod. Az  |
 JG0356|                                                           dddmmss.s |
 JG0356| JG0357 HAYSPORT 2 RM 3                      13.929 METERS 09035     |
 JG0356| CK8994 R 303 RESET                                        1211056.8 |
 JG0356| JG0355 HAYSPORT                              2.588 METERS 16101     |
 JG0356| CK9831 HAYSPORT RM 2 RESET                  21.202 METERS 17817     |
 JG0356| CK9832 HAYSPORT 2 RM 4                      19.112 METERS 20927     |
 JG0356| JG0852 HAYS MUNICIPAL TANK                 APPROX. 2.2 KM 2710525.6 |
 JG0356| JG0850 HAYS ST JOSEPHS CATH CHURCH         APPROX. 2.5 KM 2800713.3 |
 JG0356| JG0847 HAYS RADIO STATION KAYS TOWER       APPROX. 3.2 KM 2970306.0 |
 JG0356|---------------------------------------------------------------------|
 JG0356
 JG0356                          SUPERSEDED SURVEY CONTROL
 JG0356
 JG0356  NAD 83(1986)-  38 52 15.82953(N)    099 18 16.28076(W) AD(       ) 3
 JG0356  NAD 27      -  38 52 15.78640(N)    099 18 14.90990(W) AD(       ) 3
 JG0356  NGVD 29 (07/19/86)  613.30   (m)         2012.1    (f) LEVELING    3  
 JG0356
 JG0356.Superseded values are not recommended for survey control.
 JG0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0356.See file dsdata.txt to determine how the superseded data were derived.
 JG0356
 JG0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7358302512(NAD 83)
 JG0356_MARKER: DS = TRIANGULATION STATION DISK
 JG0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0356_STAMPING: HAYSPORT 2 1958
 JG0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0356
 JG0356  HISTORY     - Date     Condition        Report By
 JG0356  HISTORY     - 1958     MONUMENTED       CGS
 JG0356  HISTORY     - 1958     GOOD             CGS
 JG0356  HISTORY     - 1964     GOOD             CGS
 JG0356  HISTORY     - 1967     GOOD             CGS
 JG0356  HISTORY     - 1968     GOOD             CGS
 JG0356  HISTORY     - 1968     GOOD             LOCENG
 JG0356
 JG0356                          STATION DESCRIPTION
 JG0356
 JG0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 JG0356'STATION IS LOCATED ABOUT 1 AND 1/2 MILES EAST OF HAYS AND 1/4
 JG0356'MILE WEST OF THE HAYS MUNICIPAL AIRPORT WHICH IS BEING ABANDONED.
 JG0356'THE AIRPORT AREA IS BEING DEVELOPED INTO A NEW SUB-DIVISION.  THE
 JG0356'MARK IS JUST SOUTH OF THE PROPERTY-LINE, 178 FEET EAST OF THE
 JG0356'CENTER OF STEVEN DRIVE, 152 FEET WEST OF THE CENTER OF DONALD
 JG0356'DRIVE, AND 33 FEET NORTH OF THE CENTER OF 13TH STREET.  THE
 JG0356'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 JG0356'IS STAMPED HAYSPORT 2 1958.
 JG0356'
 JG0356'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 36 FEET SOUTH OF THE
 JG0356'CENTER OF 13TH STREET, 1.5 FEET WEST OF ROCK FENCE POST, AND 1
 JG0356'FOOT SOUTH OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JG0356'IS STAMPED HAYSPORT NO 2 1950.
 JG0356'
 JG0356'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 106 FEET WEST OF THE
 JG0356'CENTER OF DONALD DRIVE, AND 33 FEET NORTH OF THE CENTER OF 13TH
 JG0356'STREET.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 JG0356'DISK IS STAMPED HAYSPORT 2 NO 3 1958.
 JG0356'
 JG0356'BENCH MARK R 303 RESET 1958 IS 0.25 MILE EAST OF THE STATION, 100
 JG0356'YARDS SOUTHEAST OF THE FLAGPOLE AND WINDSOCK AT THE AIRPORT,
 JG0356'155 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, 122 FEET WEST OF
 JG0356'FENCE CORNER, 33 FEET NORTH OF THE CENTER OF 13TH STREET, AND
 JG0356'5 FEET WEST OF TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND
 JG0356'THE DISK IS STAMPED R 303 1953 RESET 1958.
 JG0356'
 JG0356'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 JG0356'13TH STREET IN THE EAST PART OF HAYS, GO EAST ON 13TH STREET
 JG0356'FOR 0.7 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JG0356'
 JG0356'TO REACH THE AZIMUTH MARK (BENCH MARK R 303 RESET 1958) FROM
 JG0356'THE STATION, GO EAST ON 13TH STREET FOR 0.25 MILE TO THE MARK
 JG0356'ON THE LEFT AS DESCRIBED.
 JG0356'
 JG0356'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JG0356
 JG0356                          STATION RECOVERY (1958)
 JG0356
 JG0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 JG0356'3.2 MI E FROM HAYS.
 JG0356'2.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0356'RAILROAD STATION AT HAYS, THENCE 0.75 MILE NORTH ALONG A DIRT
 JG0356'ROAD, THENCE 0.3 MILE WEST ALONG 13TH STREET, AT THE OLD HAYS
 JG0356'AIRPORT, ALONG THE SOUTH PROPERTY LINE OF A NEW SUBDIVISION,
 JG0356'178 FEET EAST OF THE CENTER OF STEVEN DRIVE, 152 FEET WEST
 JG0356'OF THE CENTER OF DONALD DRIVE, AND 33 FEET NORTH OF THE CENTER
 JG0356'OF 13TH STREET.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 JG0356'AND THE DISK IS STAMPED HAYSPORT 2 1958.
 JG0356
 JG0356                          STATION RECOVERY (1964)
 JG0356
 JG0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 JG0356'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JG0356'GOOD CONDITION.  THE SUB-DIVISION HAS DEVELOPED AND SOME
 JG0356'ADDITIONAL MEASUREMENTS WERE MADE TO THE STATION MARK.  THE
 JG0356'STATION MARK IS 32.5 FEET NORTH OF THE CENTERLINE OF 13TH STREET,
 JG0356'32 FEET NORTH-NORTHEAST OF THE CENTER OF A MANHOLE COVER, 10 FEET
 JG0356'NORTH OF THE NORTH CURB FOR 13TH STREET, AND 4 FEET EAST OF THE
 JG0356'EAST CURB FOR THE ALLEY WHICH RUNS NORTH FROM 13TH STREET.  THE
 JG0356'SURFACE MARK IS 1 INCH BELOW GROUND LEVEL AND THE DISK IS
 JG0356'STAMPED HAYSPORT 2 1958.
 JG0356
 JG0356                          STATION RECOVERY (1967)
 JG0356
 JG0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHR)
 JG0356'THE STATION WAS RECOVERED AS DESCRIBED IN 1950 AND FOUND TO BE
 JG0356'IN GOOD CONDITION.  FOUR ANGLES WERE TURNED BETWEEN HAYS ST.
 JG0356'JOSEPHS CATHOLIC CHURCH CROSS AND BENCH MARK R 303 1953 RESET
 JG0356'(AZI.).  THE RESULTS ARE INDICATED BELOW-
 JG0356'
 JG0356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES EAST
 JG0356'OF HAYS
 JG0356
 JG0356                          STATION RECOVERY (1968)
 JG0356
 JG0356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JG0356'THE STATION MARK AND BENCH MARK R 303 1953 RESET 1958 (AZIMUTH
 JG0356'MARK) WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JG0356'REFERENCE MARK NO. 2 WAS DESTROYED AND A NEW MARK WAS SET ON LINE
 JG0356'TO THE STATION BY CONSULTING ENGINEERS OF HAYS, KANSAS, THE DISK
 JG0356'WAS RESTAMPED AND ANGLE AND MEASUREMENTS WERE TAKEN.  REFERENCE
 JG0356'MARK NO. 3 WAS NOT REMEASURED OR OBSERVED ON BECAUSE THE MARK IS
 JG0356'NOW UNDER 6 INCHES BELOW THE SURFACE OF THE GROUND.  THE TO
 JG0356'REACH WAS FOUND ADEQUATE FOR RECOVERY.
 JG0356'
 JG0356'FOLLOWING IS A DESCRIPTION FOR THE MARKS.
 JG0356'
 JG0356'STATION MARK, A STANDARD DISK STAMPED HAYSPORT 2 1958, IS SET
 JG0356'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 JG0356'SURFACE OF THE GROUND.  IT IS 178 FEET EAST OF THE CENTER OF
 JG0356'STEVEN DRIVE, 152 FEET WEST OF THE CENTER OF DONALD DRIVE, 33
 JG0356'FEET NORTH OF THE CENTER OF 13TH STREET 56.5 FEET SOUTHWEST OF
 JG0356'THE SOUTHWEST CORNER OF A NEW HOUSE NUMBER 1301 AT THE NORTHWEST
 JG0356'ANGLE OF THE INTERSECTION OF DONALD AND 13TH STREET, 32 FEET
 JG0356'NORTH-NORTHEAST OF THE CENTER OF A MANHOLE COVER, AND 4 FEET
 JG0356'EAST OF THE EAST CURB FOR THE ALLEY WHICH RUNS NORTH FROM
 JG0356'13TH STREET.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JG0356'
 JG0356'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HAYSPORT 2 NO. 3
 JG0356'1958, IS SET IN THE TOP OF A CONCRETE POST WHICH IS 6 INCHES
 JG0356'BELOW THE SURFACE OF THE GROUND.  IT IS 106 FEET WEST OF THE
 JG0356'CENTER OF DONALD DRIVE, 33 FEET NORTH OF THE CENTER OF 13TH
 JG0356'STREET, 26 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 JG0356'THE HOUSE, AND 9.5 FEET NORTH OF THE NORTH EDGE OF A CURB.
 JG0356'
 JG0356'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED HAYSPORT 2 1958
 JG0356'NO. 4 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 JG0356'PROJECTS 2 INCHES.  IT IS 30 FEET SOUTH OF THE CENTER OF 13TH
 JG0356'STREET AND 4.5 FEET EAST OF THE EAST EDGE OF A CURB LEADING TO
 JG0356'A ALLEY.
 JG0356'
 JG0356'BENCH MARK R 303 1953 RESET 1958, A STANDARD DISK STAMPED R 303
 JG0356'1953 RESET 1958, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 JG0356'WHICH PROJECTS 2 INCHES.  IT IS 155 FEET WEST OF THE CENTER OF A
 JG0356'NORTH-SOUTH ROAD, 33 FEET NORTH OF THE CENTER OF 13TH STREET,
 JG0356'AND 1 FOOT WEST OF A METAL WITNESS POST.
 JG0356'
 JG0356'AIRLINE DISTANCE AN DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2
 JG0356'MILES EAST OF HAYS.
 JG0356
 JG0356                          STATION RECOVERY (1968)
 JG0356
 JG0356'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (JWS)
 JG0356'THE STATION WAS RECOVERED BY JOHN W. SMITH CONSULTING ENGINEER
 JG0356'AND ASSOCIATES OF HAYES, KANSAS.  REFERENCE MARK NO. 2 WAS IN THE
 JG0356'WAY OF STREET CONSTRUCTION AND WAS MOVED ON LINE TO THE STATION
 JG0356'BY THE ABOVE ENGINEERS.  IT IS NOW 62.71 FEET SOUTH OF THE
 JG0356'STATION.
 JG0356'
 JG0356'WHEN IN THE AREA, ANGLE AND NOTES FOR THE MARK WILL BE TAKEN.
 JG0356'
 JG0356'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2
 JG0356'MILES EAST OF HAYES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0357 ***********************************************************************
 JG0357  DESIGNATION -  HAYSPORT 2 RM 3
 JG0357  PID         -  JG0357
 JG0357  STATE/COUNTY-  KS/ELLIS
 JG0357  USGS QUAD   -  HAYS SOUTH (1983)
 JG0357
 JG0357                         *CURRENT SURVEY CONTROL
 JG0357  ___________________________________________________________________
 JG0357* NAD 83(1986)-  38 52 15.     (N)    099 18 15.     (W)     SCALED    
 JG0357* NAVD 88     -       613.48   (meters)    2012.7    (feet)  RESET     
 JG0357  ___________________________________________________________________
 JG0357  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0357
 JG0357  VERT ORDER  -  THIRD
 JG0357
 JG0357.The horizontal coordinates were scaled from a topographic map and have
 JG0357.an estimated accuracy of +/- 6 seconds.
 JG0357
 JG0357.The orthometric height was computed from unverified reset data.
 JG0357
 JG0357.The geoid height was determined by GEOID03.
 JG0357
 JG0357;                    North         East    Units  Estimated Accuracy
 JG0357;SPC KS N     -    60,480.      286,830.      MT  (+/- 180 meters Scaled)
 JG0357
 JG0357                          SUPERSEDED SURVEY CONTROL
 JG0357
 JG0357.No superseded survey control is available for this station.
 JG0357
 JG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ736024(NAD 83)
 JG0357_MARKER: DR = REFERENCE MARK DISK
 JG0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0357_STAMPING: HAYSPORT 2 NO 3 1958
 JG0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0357+STABILITY: SURFACE MOTION
 JG0357
 JG0357  HISTORY     - Date     Condition        Report By
 JG0357  HISTORY     - 1958     MONUMENTED       CGS
 JG0357
 JG0357                          STATION DESCRIPTION
 JG0357
 JG0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JG0357'3.2 MI ENE FROM HAYS.
 JG0357'2.15 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0357'RAILROAD STATION AT HAYS, THENCE 0.75 MILE NORTH ALONG A DIRT
 JG0357'ROAD, THENCE 0.3 MILE WEST ALONG 13TH STREET, AT THE OLD HAYS
 JG0357'AIRPORT, ALONG THE SOUTH PROPERTY LINE OF A NEW SUBDIVISION,
 JG0357'106 FEET WEST OF THE CENTER OF DONALD DRIVE, AND 33 FEET NORTH
 JG0357'OF THE CENTER OF 13TH STREET.  THE MARK SET IN A CONCRETE
 JG0357'POST IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 JG0357'STAMPED HAYSPORT 2 NO 3 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0358 ***********************************************************************
 JG0358  DESIGNATION -  HAYSPORT RM 2
 JG0358  PID         -  JG0358
 JG0358  STATE/COUNTY-  KS/ELLIS
 JG0358  USGS QUAD   -  HAYS SOUTH (1983)
 JG0358
 JG0358                         *CURRENT SURVEY CONTROL
 JG0358  ___________________________________________________________________
 JG0358* NAD 83(1986)-  38 52 15.     (N)    099 18 15.     (W)     SCALED    
 JG0358* NAVD 88     -       614.179  (meters)    2015.02   (feet)  ADJUSTED  
 JG0358  ___________________________________________________________________
 JG0358  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0358  DYNAMIC HT  -         613.723 (meters)    2013.52  (feet)  COMP
 JG0358  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 JG0358
 JG0358  VERT ORDER  -  FIRST     CLASS II
 JG0358
 JG0358.The horizontal coordinates were scaled from a topographic map and have
 JG0358.an estimated accuracy of +/- 6 seconds.
 JG0358
 JG0358.The orthometric height was determined by differential leveling
 JG0358.and adjusted by the National Geodetic Survey in June 1991..
 JG0358
 JG0358.The geoid height was determined by GEOID03.
 JG0358
 JG0358.The dynamic height is computed by dividing the NAVD 88
 JG0358.geopotential number by the normal gravity value computed on the
 JG0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0358.degrees latitude (g = 980.6199 gals.).
 JG0358
 JG0358.The modeled gravity was interpolated from observed gravity values.
 JG0358
 JG0358;                    North         East    Units  Estimated Accuracy
 JG0358;SPC KS N     -    60,480.      286,830.      MT  (+/- 180 meters Scaled)
 JG0358
 JG0358                          SUPERSEDED SURVEY CONTROL
 JG0358
 JG0358  NGVD 29 (??/??/92)  613.923  (m)         2014.18   (f) ADJ UNCH    1 2
 JG0358
 JG0358.Superseded values are not recommended for survey control.
 JG0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0358.See file dsdata.txt to determine how the superseded data were derived.
 JG0358
 JG0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ736024(NAD 83)
 JG0358_MARKER: DB = BENCH MARK DISK
 JG0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0358_STAMPING: HAYSPORT NO 2 1950
 JG0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0358+STABILITY: SURFACE MOTION
 JG0358
 JG0358  HISTORY     - Date     Condition        Report By
 JG0358  HISTORY     - 1950     MONUMENTED       CGS
 JG0358  HISTORY     - 1953     GOOD             NGS
 JG0358
 JG0358                          STATION DESCRIPTION
 JG0358
 JG0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0358'3.2 MI E FROM HAYS.
 JG0358'2.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0358'RAILROAD STATION AT HAYS, THENCE 0.75 MILE NORTH ALONG A DIRT
 JG0358'ROAD, THENCE 0.3 MILE WEST ALONG A DIRT ROAD, AT THE HAYS AIRPORT,
 JG0358'0.2 MILE WEST OF THE SOUTH HANGAR, ON TOP OF A SMALL HILL, 61.6
 JG0358'FEET SOUTH OF TRIANGULATION STATION HAYSPORT 1950, 31 FEET SOUTH
 JG0358'OF THE CENTER LINE OF A DIRT ROAD, 0.7 FOOT SOUTH OF A FENCE,
 JG0358'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 JG0358'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1234 ***********************************************************************
 HF1234  DESIGNATION -  HAYSVILLE MUNICIPAL TANK
 HF1234  PID         -  HF1234
 HF1234  STATE/COUNTY-  KS/SEDGWICK
 HF1234  USGS QUAD   -  DERBY (1982)
 HF1234
 HF1234                         *CURRENT SURVEY CONTROL
 HF1234  ___________________________________________________________________
 HF1234* NAD 83(1997)-  37 33 46.19066(N)    097 21 09.18304(W)     ADJUSTED  
 HF1234* NAVD 88     -                                                        
 HF1234  ___________________________________________________________________
 HF1234  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HF1234  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF1234
 HF1234  HORZ ORDER  -  THIRD
 HF1234
 HF1234.The horizontal coordinates were established by classical geodetic methods
 HF1234.and adjusted by the National Geodetic Survey in October 1998..
 HF1234
 HF1234
 HF1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1234
 HF1234.The geoid height was determined by GEOID03.
 HF1234
 HF1234;                    North         East     Units Scale Factor Converg.
 HF1234;SPC KS S     -   500,084.222   501,371.501   MT  0.99995498   +0 42 18.5
 HF1234;UTM  14      - 4,158,587.431   645,501.250   MT  0.99986077   +1 00 16.2
 HF1234
 HF1234                          SUPERSEDED SURVEY CONTROL
 HF1234
 HF1234  NAD 83(1997)-  37 33 46.19676(N)    097 21 09.17893(W) AD(       ) 4
 HF1234  NAD 83(1986)-  37 33 46.20196(N)    097 21 09.17799(W) AD(       ) 4
 HF1234  NAD 27      -  37 33 46.13947(N)    097 21 08.01364(W) AD(       ) 3
 HF1234
 HF1234.Superseded values are not recommended for survey control.
 HF1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1234.See file dsdata.txt to determine how the superseded data were derived.
 HF1234
 HF1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4550158587(NAD 83)
 HF1234_MARKER: 53 = ELEVATED TANK
 HF1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF1234+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 HF1234
 HF1234  HISTORY     - Date     Condition        Report By
 HF1234  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1234  HISTORY     - 20030709 GOOD             USPSQD
 HF1234
 HF1234                          STATION DESCRIPTION
 HF1234
 HF1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1234'THE STATION IS LOCATED IN THE TOWN OF HAYSVILLE.  THE TANK IS
 HF1234'OF STEEL CONSTRUCTION, PAINTED SILVER WITH HAYSVILLE IN BLACK
 HF1234'LETTERS ON THE SIDE.  IT IS SUPPORTED BY A FOUR LEGGED STEEL
 HF1234'STRUCTURE AND IS 120 FEET HIGH.  THE APEX OF THE TANK WAS
 HF1234'INTERSECTED.
 HF1234
 HF1234                          STATION RECOVERY (2003)
 HF1234
 HF1234'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 HF1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5425 ***********************************************************************
 AE5425  FBN         -  This is a Federal Base Network Control Station.
 AE5425  DESIGNATION -  HBRK A
 AE5425  PID         -  AE5425
 AE5425  STATE/COUNTY-  KS/MARION
 AE5425  USGS QUAD   -  LEHIGH (1985)
 AE5425
 AE5425                         *CURRENT SURVEY CONTROL
 AE5425  ___________________________________________________________________
 AE5425* NAD 83(1997)-  38 18 15.74292(N)    097 17 53.49006(W)     ADJUSTED  
 AE5425* NAVD 88     -       447.806  (meters)    1469.18   (feet)  ADJUSTED  
 AE5425  ___________________________________________________________________
 AE5425  X           -    -636,676.587 (meters)                     COMP
 AE5425  Y           -  -4,971,283.162 (meters)                     COMP
 AE5425  Z           -   3,932,271.379 (meters)                     COMP
 AE5425  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AE5425  ELLIP HEIGHT-         418.94  (meters)          (08/12/03) GPS OBS
 AE5425  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AE5425  DYNAMIC HT  -         447.467 (meters)    1468.06  (feet)  COMP
 AE5425  MODELED GRAV-     979,858.3   (mgal)                       NAVD 88
 AE5425
 AE5425  HORZ ORDER  -  B
 AE5425  VERT ORDER  -  FIRST     CLASS II
 AE5425  ELLP ORDER  -  FOURTH    CLASS I
 AE5425
 AE5425.The horizontal coordinates were established by GPS observations
 AE5425.and adjusted by the National Geodetic Survey in December 1997..
 AE5425
 AE5425.The orthometric height was determined by differential leveling
 AE5425.and adjusted by the National Geodetic Survey in July 2002..
 AE5425
 AE5425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5425
 AE5425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5425
 AE5425.The ellipsoidal height was determined by GPS observations
 AE5425.and is referenced to NAD 83.
 AE5425
 AE5425.The geoid height was determined by GEOID03.
 AE5425
 AE5425.The dynamic height is computed by dividing the NAVD 88
 AE5425.geopotential number by the normal gravity value computed on the
 AE5425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5425.degrees latitude (g = 980.6199 gals.).
 AE5425
 AE5425.The modeled gravity was interpolated from observed gravity values.
 AE5425
 AE5425;                    North         East     Units Scale Factor Converg.
 AE5425;SPC KS S     -   582,440.842   505,112.747   MT  0.99995864   +0 44 18.8
 AE5425;UTM  14      - 4,240,956.686   648,799.682   MT  0.99987268   +1 03 18.1
 AE5425
 AE5425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5425!SPC KS S     -   0.99993427  x   0.99995864  =   0.99989291
 AE5425!UTM  14      -   0.99993427  x   0.99987268  =   0.99980696
 AE5425
 AE5425:                Primary Azimuth Mark                     Grid Az
 AE5425:SPC KS S     -  HILLSBORO CORS L1 PHASE CENTER           085 04 10.5
 AE5425:UTM  14      -  HILLSBORO CORS L1 PHASE CENTER           084 45 11.2
 AE5425
 AE5425|---------------------------------------------------------------------|
 AE5425| PID    Reference Object                     Distance      Geod. Az  |
 AE5425|                                                           dddmmss.s |
 AE5425| AB4137 HILLSBORO CORS L1 PHASE CENTER      410.109 METERS 0854829.3 |
 AE5425|---------------------------------------------------------------------|
 AE5425
 AE5425                          SUPERSEDED SURVEY CONTROL
 AE5425
 AE5425  ELLIP H (12/22/97)  418.98   (m)                       GP(       ) 4 1
 AE5425  NAVD 88 (08/12/03)  447.80   (m)         1469.2    (f) LEVELING    3  
 AE5425
 AE5425.Superseded values are not recommended for survey control.
 AE5425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5425.See file dsdata.txt to determine how the superseded data were derived.
 AE5425
 AE5425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4880040957(NAD 83)
 AE5425_MARKER: I = METAL ROD
 AE5425_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5425_STAMPING: HBRK A 1997
 AE5425_MARK LOGO: NGS   
 AE5425_PROJECTION: FLUSH
 AE5425_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5425+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AE5425_ROD/PIPE-DEPTH: 4.1  meters
 AE5425_SLEEVE-DEPTH  : 0.9 meters
 AE5425
 AE5425  HISTORY     - Date     Condition        Report By
 AE5425  HISTORY     - 1997     MONUMENTED       NGS
 AE5425  HISTORY     - 19971024 GOOD             NGS
 AE5425  HISTORY     - 2002     GOOD             NGS
 AE5425
 AE5425                          STATION DESCRIPTION
 AE5425
 AE5425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5425'THE STATION IS LOCATED ABOUT 70 KM (43.50 MI) NORTH OF WICHITA, 67 KM
 AE5425'(41.65 MI) SOUTH-SOUTHEAST OF SALINA, 14 KM (8.70 MI) SOUTHWEST OF
 AE5425'HILLSBORO, 0.16 KM (0.10 MI) EAST OF THE WEATHER MONITORING STATION,
 AE5425'NEAR THE SOUTHEAST CORNER OF A GRASS FIELD, AND IN THE NORTHWEST
 AE5425'QUADRANT OF THE JUNCTION OF TWO UNMARKED COUNTY ROADS.
 AE5425'OWNERSHIP--BENNIE B. UNRUH, RR 3 BOX 119, HILLSBORO KS 67063. CONTACT
 AE5425'HIM FOR PERMISSION TO OCCUPY THIS STATION.  TO REACH FROM THE JUNCTION
 AE5425'OF U.S HIGHWAY 56 AND STATE HIGHWAY 15, ABOUT 9 KM (5.60 MI) WEST OF
 AE5425'HILLSBORO, GO SOUTH ON HIGHWAY 15 FOR 6.44 KM (4.00 MI) TO AN UNMARKED
 AE5425'GRAVEL CROSSROAD.  TURN LEFT, EAST ON THE GRAVEL ROAD FOR 3.14 KM
 AE5425'(1.95 MI) TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH HOLE TOP
 AE5425'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM
 AE5425'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY
 AE5425'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 18.1 M (59.4 FT) WEST OF
 AE5425'THE CENTER OF A GRAVEL ROAD, 8.0 M (26.2 FT) WEST OF A STEEL TELEPHONE
 AE5425'CABLE WARNING POST AND A 2 M (6.6 FT) TALL WOODEN POST NUMBER 1AB 13
 AE5425'AB, 6.1 M (20.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD, 4.0 M (13.1
 AE5425'FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL JUNCTION BOX 0.7
 AE5425'M (2.3 FT) SQUARE AND PROJECTING 0.9 M (3.0 FT) AND 3.75 M (12.30 FT)
 AE5425'WEST OF A FIBERGLASS WITNESS POST AT POWER POLE NUMBER 64 15 06 WITH
 AE5425'ONE TRANSFORMER.
 AE5425
 AE5425                          STATION RECOVERY (1997)
 AE5425
 AE5425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5425'0.6 KM (0.35 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AE5425'IN LEHIGH, THENCE 7.9 KM (4.90 MI) SOUTHERLY ALONG A COUNTY ROAD, 17.6
 AE5425'M (57.7 FT) WEST OF THE ROAD CENTER, 8.1 M (26.6 FT) WEST OF
 AE5425'UNDERGROUND CABLE JUNCTION BOX NUMBER 1AB 13 AB AND A WOODEN GUARD
 AE5425'POST, 7.0 M (23.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 3.7 M
 AE5425'(12.1 FT) WEST OF A WITNESS POST AND UTILITY POLE NUMBER 64 1506 WITH
 AE5425'A TRANSFORMER AND AN ELECTRIC METER ATTACHED, 3.3 M (10.8 FT) WEST OF
 AE5425'THE SOUTHWEST CORNER OF A CONCRETE PAD FOR AN UNDERGROUND CABLE
 AE5425'JUNCTION BOX, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 AE5425'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5425'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE5425
 AE5425                          STATION RECOVERY (2002)
 AE5425
 AE5425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 AE5425'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF LEHIGH, 6 MILES
 AE5425'NORTHEAST OF GOESSEL, ON
 AE5425'COUNTY RIGHT-OF-WAY, AT THE JUNCTION OF COUNTY ROADS DIAMOND AND
 AE5425'160TH. TO REACH
 AE5425'THE STATION FROM THE POST OFFICE IN LEHIGH, GO NORTHEASTERLY ON MAIN
 AE5425'STREET FOR 0.6 KM
 AE5425'(0.4 MI) TO DIAMOND ROAD.  TURN RIGHTAND GO SOUTH ON DIAMOND ROAD FOR
 AE5425'7.9 KM (4.9 MI) TO
 AE5425'THE JUNCTION OF 160TH ROAD AND THE STATION ON RIGHT.  LOCATED 18.0 M
 AE5425'(59.1 FT) WEST OF THE
 AE5425'CENTER OF DIAMOND ROAD, 7.4 M (24.3 FT) NORTH OF THE CENTER OF 160TH
 AE5425'ROAD, 3.8 M (12.5 FT)
 AE5425'WEST OF A WITNESS POST AND UTILITY POLE, 2.3 M (7.5 FT) WEST OF THE
 AE5425'SOUTHWEST CORNER OF A
 AE5425'CONCRETE PAD FOR 2 TRANSFORMERS AND 0.3 M (1.0 FT)  ABOVE THE LEVEL OF
 AE5425'THE ROAD.
 AE5425'NOTE--ACCESS IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 AE5425'CLASS A
 AE5425'REQUIREMENTS.
 AE5425' 
 AE5425' 
 AE5425' 
 AE5425' 
 AE5425' 
 AE5425' 
 AE5425' 
 AE5425'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5426 ***********************************************************************
 AE5426  CBN         -  This is a Cooperative Base Network Control Station.
 AE5426  DESIGNATION -  HBRK B
 AE5426  PID         -  AE5426
 AE5426  STATE/COUNTY-  KS/MARION
 AE5426  USGS QUAD   -  LEHIGH (1985)
 AE5426
 AE5426                         *CURRENT SURVEY CONTROL
 AE5426  ___________________________________________________________________
 AE5426* NAD 83(1997)-  38 18 30.07432(N)    097 17 53.17392(W)     ADJUSTED  
 AE5426* NAVD 88     -       446.773  (meters)    1465.79   (feet)  ADJUSTED  
 AE5426  ___________________________________________________________________
 AE5426  X           -    -636,634.067 (meters)                     COMP
 AE5426  Y           -  -4,971,011.622 (meters)                     COMP
 AE5426  Z           -   3,932,617.521 (meters)                     COMP
 AE5426  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AE5426  ELLIP HEIGHT-         417.91  (meters)          (08/16/04) GPS OBS
 AE5426  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AE5426  DYNAMIC HT  -         446.435 (meters)    1464.68  (feet)  COMP
 AE5426  MODELED GRAV-     979,858.5   (mgal)                       NAVD 88
 AE5426
 AE5426  HORZ ORDER  -  B
 AE5426  VERT ORDER  -  FIRST     CLASS II
 AE5426  ELLP ORDER  -  FOURTH    CLASS II
 AE5426
 AE5426.The horizontal coordinates were established by GPS observations
 AE5426.and adjusted by the National Geodetic Survey in December 1997..
 AE5426
 AE5426.The orthometric height was determined by differential leveling
 AE5426.and adjusted by the National Geodetic Survey in July 2002..
 AE5426
 AE5426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5426
 AE5426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5426
 AE5426.The ellipsoidal height was determined by GPS observations
 AE5426.and is referenced to NAD 83.
 AE5426
 AE5426.The geoid height was determined by GEOID03.
 AE5426
 AE5426.The dynamic height is computed by dividing the NAVD 88
 AE5426.geopotential number by the normal gravity value computed on the
 AE5426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5426.degrees latitude (g = 980.6199 gals.).
 AE5426
 AE5426.The modeled gravity was interpolated from observed gravity values.
 AE5426
 AE5426;                    North         East     Units Scale Factor Converg.
 AE5426;SPC KS S     -   582,882.780   505,114.731   MT  0.99995911   +0 44 19.0
 AE5426;UTM  14      - 4,241,398.590   648,799.224   MT  0.99987268   +1 03 18.7
 AE5426
 AE5426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5426!SPC KS S     -   0.99993443  x   0.99995911  =   0.99989354
 AE5426!UTM  14      -   0.99993443  x   0.99987268  =   0.99980712
 AE5426
 AE5426                          SUPERSEDED SURVEY CONTROL
 AE5426
 AE5426  ELLIP H (12/22/97)  417.94   (m)                       GP(       ) 4 1
 AE5426
 AE5426.Superseded values are not recommended for survey control.
 AE5426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5426.See file dsdata.txt to determine how the superseded data were derived.
 AE5426
 AE5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4879941399(NAD 83)
 AE5426_MARKER: I = METAL ROD
 AE5426_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5426_STAMPING: HBRK B 1997
 AE5426_MARK LOGO: NGS   
 AE5426_PROJECTION: FLUSH
 AE5426_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5426+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1997
 AE5426_ROD/PIPE-DEPTH: 5.2  meters
 AE5426_SLEEVE-DEPTH  : 0.9 meters
 AE5426
 AE5426  HISTORY     - Date     Condition        Report By
 AE5426  HISTORY     - 1997     MONUMENTED       NGS
 AE5426  HISTORY     - 19971024 GOOD             NGS
 AE5426
 AE5426                          STATION DESCRIPTION
 AE5426
 AE5426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5426'THE STATION IS LOCATED ABOUT 70 KM (43.50 MI) NORTH OF WICHITA, 67 KM
 AE5426'(41.65 MI) SOUTH-SOUTHEAST OF SALINA, 14 KM (8.70 MI) SOUTHWEST OF
 AE5426'HILLSBORO, 0.16 KM (0.10 MI) EAST OF THE WEATHER MONITORING STATION,
 AE5426'NEAR THE NORTHEAST CORNER OF A GRASS FIELD AND IN THE SOUTHWEST
 AE5426'QUADRANT OF THE JUNCTION OF AN UNMARKED NORTH-SOUTH COUNTY ROAD AND A
 AE5426'DRIVEWAY LEADING WEST TO A FARMHOUSE.  OWNERSHIP--BENNIE B. UNRUH, RR
 AE5426'3 BOX 119, HILLSBORO KS 67063.  CONTACT HIM FOR PERMISSION TO OCCUPY
 AE5426'THIS STATION.  TO REACH FROM THE JUNCTION OF U.S HIGHWAY 56 AND STATE
 AE5426'HIGHWAY 15 ABOUT 9 KM (5.60 MI) WEST OF HILLSBORO, GO SOUTH ON HIGHWAY
 AE5426'15 FOR 6.44 KM (4.00 MI) TO AN UNMARKED GRAVEL CROSSROAD. TURN LEFT,
 AE5426'EAST ON THE GRAVEL ROAD FOR 3.14 KM (1.95 MI) TO A GRAVEL CROSSROAD.
 AE5426'TURN LEFT, NORTH ON THE ROAD FOR 0.38 KM (0.25 MI) TO THE STATION ON
 AE5426'THE LEFT.  THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL
 AE5426'ROD IN A 2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM
 AE5426'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE PROJECTING 8 CM ABOVE
 AE5426'GROUND.  IT IS 9.0 M (29.5 FT) WEST OF AND ABOUT LEVEL WITH THE CENTER
 AE5426'OF THE GRAVEL ROAD, 7.1 M (23.3 FT) SOUTH OF THE DRIVEWAY CENTER, 2.0
 AE5426'M (6.6 FT) SOUTH-SOUTHWEST OF A LONE FENCE POST, 1.3 M (4.3 FT)
 AE5426'SOUTHWEST OF A STEEL TELEPHONE CABLE WARNING POST AND A 2 M (6.6 FT)
 AE5426'TALL WOODEN POST NUMBER 1AB 14 AB AND 0.5 M (1.6 FT) EAST OF A
 AE5426'FIBERGLASS WITNESS POST.
 AE5426
 AE5426                          STATION RECOVERY (1997)
 AE5426
 AE5426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5426'0.6 KM (0.35 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AE5426'IN LEHIGH, THENCE 7.5 KM (4.65 MI) SOUTHERLY ALONG A COUNTY ROAD, 8.6
 AE5426'M (28.2 FT) WEST OF THE ROAD CENTER, 7.0 M (23.0 FT) SOUTH OF THE
 AE5426'CENTER OF A TRACK ROAD, 1.4 M (4.6 FT) SOUTHWEST OF UNDERGROUND CABLE
 AE5426'JUNCTION BOX NUMBER 1AB 14 AB AND A WOODEN GUARD POST, 0.5 M (1.6 FT)
 AE5426'EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AE5426'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE5426'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0748 ***********************************************************************
 JH0748  DESIGNATION -  HEALY
 JH0748  PID         -  JH0748
 JH0748  STATE/COUNTY-  KS/LANE
 JH0748  USGS QUAD   -  HEALY (1974)
 JH0748
 JH0748                         *CURRENT SURVEY CONTROL
 JH0748  ___________________________________________________________________
 JH0748* NAD 83(1997)-  38 35 59.19364(N)    100 36 46.77177(W)     ADJUSTED  
 JH0748* NAVD 88     -       873.     (meters)    2864.     (feet)  SCALED    
 JH0748  ___________________________________________________________________
 JH0748  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 JH0748  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 JH0748
 JH0748  HORZ ORDER  -  SECOND
 JH0748
 JH0748.The horizontal coordinates were established by classical geodetic methods
 JH0748.and adjusted by the National Geodetic Survey in October 1998..
 JH0748
 JH0748.The orthometric height was scaled from a topographic map.
 JH0748
 JH0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0748
 JH0748.The geoid height was determined by GEOID03.
 JH0748
 JH0748;                    North         East     Units Scale Factor Converg.
 JH0748;SPC KS S     -   616,639.644   215,946.921   MT  1.00000672   -1 17 54.6
 JH0748;SPC KS N     -    32,861.954   172,403.077   MT  1.00002092   -1 39 11.8
 JH0748;UTM  14      - 4,273,598.477   359,540.598   MT  0.99984295   -1 00 23.3
 JH0748
 JH0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0748!SPC KS S     -   0.99986695  x   1.00000672  =   0.99987367
 JH0748!SPC KS N     -   0.99986695  x   1.00002092  =   0.99988787
 JH0748!UTM  14      -   0.99986695  x   0.99984295  =   0.99970993
 JH0748
 JH0748:                Primary Azimuth Mark                     Grid Az
 JH0748:SPC KS S     -  SHIELDS KANS NEBR GAS MAST               057 06 23.9
 JH0748:SPC KS N     -  SHIELDS KANS NEBR GAS MAST               057 27 41.1
 JH0748:UTM  14      -  SHIELDS KANS NEBR GAS MAST               056 48 52.6
 JH0748
 JH0748|---------------------------------------------------------------------|
 JH0748| PID    Reference Object                     Distance      Geod. Az  |
 JH0748|                                                           dddmmss.s |
 JH0748| JH0745 SHIELDS KANS NEBR GAS MAST          APPROX.11.3 KM 0554829.3 |
 JH0748| JH0670 SHIELDS FARMERS COOP ELEVATOR       APPROX.13.3 KM 0831301.0 |
 JH0748| CK9838 HEALY AZ MK                                        1011635.4 |
 JH0748| CK9841 HEALY RM 3                            3.203 METERS 13446     |
 JH0748| JH0712 GRIGSTON GANO ELEVATOR              APPROX.15.6 KM 2153924.3 |
 JH0748| CK9839 HEALY RM 1                            6.589 METERS 26000     |
 JH0748| CK9840 HEALY RM 2                            6.318 METERS 35146     |
 JH0748|---------------------------------------------------------------------|
 JH0748
 JH0748                          SUPERSEDED SURVEY CONTROL
 JH0748
 JH0748  NAD 83(1986)-  38 35 59.19786(N)    100 36 46.77147(W) AD(       ) 2
 JH0748  NAD 27      -  38 35 59.14140(N)    100 36 45.25364(W) AD(       ) 2
 JH0748
 JH0748.Superseded values are not recommended for survey control.
 JH0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0748.See file dsdata.txt to determine how the superseded data were derived.
 JH0748
 JH0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH5954173598(NAD 83)
 JH0748_MARKER: DS = TRIANGULATION STATION DISK
 JH0748_SETTING: 0 = UNSPECIFIED SETTING
 JH0748
 JH0748  HISTORY     - Date     Condition        Report By
 JH0748  HISTORY     - 1963     MONUMENTED       CGS
 JH0748
 JH0748                          STATION DESCRIPTION
 JH0748
 JH0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0748'THE STATION IS LOCATED IN THE SMALL VILLAGE OF HEALY, ON THE
 JH0748'HIGHEST POINT ON THE HEALY CO-OP ELEVATOR, 4.7 FEET NORTHWEST ON THE
 JH0748'NORTHWEST EDGE OF THE SOUTHEAST MANHOLE.
 JH0748'
 JH0748'THE STATION MAY BE REACHED BY ELEVATOR FROM THE GROUND FLOOR THENCE
 JH0748'UP A LADDER THROUGH A MANHOLE TO THE TOP OF THE ELEVATOR AND THE
 JH0748'STATION AS DESCRIBED ON THE TOP OF THE SOUTHEAST SILO.
 JH0748'
 JH0748'TO REACH THE AZIMUTH MARK FROM THE OFFICE OF THE CO-OP, GO SOUTH ON
 JH0748'A GRAVELED ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST
 JH0748'ON A GRAVELED ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT AS
 JH0748'DESCRIBED.
 JH0748'
 JH0748'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 JH0748'TOP OF THE HEALY CO-OP ELEVATOR.  IT IS 19.6 FEET SOUTHWEST OF THE
 JH0748'SOUTHWEST EDGE OF A BLOWER UNIT, 8.3 FEET NORTH OF THE SOUTH EDGE
 JH0748'OF THE SOUTHEAST SILO AND 4.7 FEET NORTHWEST OF THE NORTHWEST EDGE
 JH0748'OF THE SOUTHEAST MANHOLE.  IT IS STAMPED HEALY 1963.
 JH0748'
 JH0748'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 JH0748'THE TOP OF THE SOUTHWEST SILO.  IT IS 20.7 FEET SOUTHWEST OF THE
 JH0748'SOUTHWEST EDGE OF A BLOWER UNIT, 8.1 FEET EAST OF THE WEST EDGE
 JH0748'OF THE SOUTHWEST MANHOLE.  IT IS STAMPED HEALY NO 1 1963.
 JH0748'
 JH0748'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 JH0748'THE TOP OF THE NORTHEAST SILO.  IT IS 9.8 FEET SOUTH-SOUTHWEST OF
 JH0748'THE SOUTH EDGE OF THE NORTHEAST MANHOLE, 8.2 FEET WEST OF THE EAST
 JH0748'EDGE OF HEADHOUSE AND 4.2 FEET SOUTHEAST OF THE SOUTHEAST
 JH0748'CORNER OF A LARGE MOTOR MOUNT.  IT IS STAMPED HEALY NO 2 1963.
 JH0748'
 JH0748'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0748'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED HEALY NO 3
 JH0748'1963.  IT IS 3 FEET SOUTHEAST OF THE BASE OF THE SOUTHEAST SILO AND
 JH0748'3 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 JH0748'
 JH0748'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0748'CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED HEALY 1963.
 JH0748'IT IS 22 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET WEST
 JH0748'OF A POWER POLE, 1.6 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 JH0748'NORTH OF AN EAST-WEST FENCE LINE.
 JH0748'
 JH0748'NOTE--REFERENCE MARK NO. 3 HAS AN UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0680 ***********************************************************************
 JG0680  DESIGNATION -  HEATH
 JG0680  PID         -  JG0680
 JG0680  STATE/COUNTY-  KS/ELLSWORTH
 JG0680  USGS QUAD   -  WESTFALL SE (1979)
 JG0680
 JG0680                         *CURRENT SURVEY CONTROL
 JG0680  ___________________________________________________________________
 JG0680* NAD 83(1997)-  38 50 40.48790(N)    098 02 59.38492(W)     ADJUSTED  
 JG0680* NAVD 88     -       554.0    (meters)    1818.     (feet)  VERTCON   
 JG0680  ___________________________________________________________________
 JG0680  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 JG0680  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 JG0680
 JG0680  HORZ ORDER  -  FIRST
 JG0680
 JG0680.The horizontal coordinates were established by classical geodetic methods
 JG0680.and adjusted by the National Geodetic Survey in October 1998..
 JG0680
 JG0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0680
 JG0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0680
 JG0680.The geoid height was determined by GEOID03.
 JG0680
 JG0680;                    North         East     Units Scale Factor Converg.
 JG0680;SPC KS N     -    56,754.974   395,674.132   MT  0.99998182   -0 01 53.5
 JG0680;UTM  14      - 4,299,958.545   582,457.469   MT  0.99968372   +0 35 45.6
 JG0680
 JG0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0680!SPC KS N     -   0.99991733  x   0.99998182  =   0.99989916
 JG0680!UTM  14      -   0.99991733  x   0.99968372  =   0.99960108
 JG0680
 JG0680|---------------------------------------------------------------------|
 JG0680| PID    Reference Object                     Distance      Geod. Az  |
 JG0680|                                                           dddmmss.s |
 JG0680| CK9843 HEATH RM 4                           23.305 METERS 08913     |
 JG0680| CK9846 HEATH RP S                            2.297 METERS 18001     |
 JG0680| CK9842 HEATH AZ MK                                        2512827.5 |
 JG0680| CK9844 HEATH RM 5                           19.827 METERS 26825     |
 JG0680| CK9845 HEATH RP N                            2.176 METERS 35916     |
 JG0680|---------------------------------------------------------------------|
 JG0680
 JG0680                          SUPERSEDED SURVEY CONTROL
 JG0680
 JG0680  NAD 83(1986)-  38 50 40.49699(N)    098 02 59.38482(W) AD(       ) 1
 JG0680  NAD 27      -  38 50 40.47500(N)    098 02 58.20600(W) AD(       ) 1
 JG0680  NGVD 29 (07/19/86)  553.9    (m)         1817.     (f) VERT ANG       
 JG0680
 JG0680.Superseded values are not recommended for survey control.
 JG0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0680.See file dsdata.txt to determine how the superseded data were derived.
 JG0680
 JG0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8245799959(NAD 83)
 JG0680_MARKER: DS = TRIANGULATION STATION DISK
 JG0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0680
 JG0680  HISTORY     - Date     Condition        Report By
 JG0680  HISTORY     - 1890     MONUMENTED       CGS
 JG0680  HISTORY     - 1933     GOOD             LOCSUR
 JG0680  HISTORY     - 1934     GOOD             CGS
 JG0680  HISTORY     - 1937     GOOD             CGS
 JG0680  HISTORY     - 1943     GOOD             USA
 JG0680  HISTORY     - 1952     GOOD             CGS
 JG0680  HISTORY     - 1961     GOOD             CGS
 JG0680
 JG0680                          STATION DESCRIPTION
 JG0680
 JG0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (FDG)
 JG0680'ABOUT 18 MILES NORTHEAST OF ELLSWORTH, AND 14 MILES NORTHWEST
 JG0680'OF BROOKVILLE, IN THE SW 1/4 SEC. 12, T. 14 S., R. 7 W., ON
 JG0680'LAND OWNED (1922) BY ARAN SPARKS, WHO LIVES IN A STONE HOUSE
 JG0680'ABOUT 1/3 MILE TO THE SOUTHWEST.  THE UNDERGROUND, STATION
 JG0680'AND WITNESS MARKS ARE DESCRIBED IN NOTE 1, THE STATION MARK
 JG0680'BEING 11 INCHES BELOW THE SURFACE.  ONE OF THE WITNESS POSTS
 JG0680'IS 22.89 METERS (75.1 FEET) SOUTH, THE OTHER 21.82 METERS
 JG0680'(71.6 FEET) NORTH OF THE STATION.  A STANDARD BRONZE REFERENCE
 JG0680'TABLET, SET IN A BLOCK OF CONCRETE, IS IN THE NORTH AND
 JG0680'SOUTH FENCE LINE BETWEEN THE CULTIVATED FIELD TO THE WEST
 JG0680'AND A LARGE PASTURE TO THE EAST, 37.73 METERS (123.8 FEET)
 JG0680'DISTANT, N. 78 DEG E. (MAGNETIC) FROM THE STATION.
 JG0680
 JG0680                          STATION RECOVERY (1933)
 JG0680
 JG0680'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1933
 JG0680'RECOVERED BY LAUGHLIN-SIMMONS AND CO.
 JG0680'ELEVATION 1817 FEET AS GIVEN IN 1921
 JG0680'IS 10 FEET TOO HIGH, PROBABLY A MISPRINT.
 JG0680
 JG0680                          STATION RECOVERY (1934)
 JG0680
 JG0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0680'THE ORIGINAL DESCRIPTION IS CORRECT WITH THE EXCEPTION THAT
 JG0680'THE LAND IS OWNED BY JOSEPH JANOUSEK OF ELLSWORTH, KANSAS,
 JG0680'AND MIKE RICHMEIER LIVES IN THE STONE HOUSE 1/8 MILE SOUTHWEST.
 JG0680'
 JG0680'THE STATION AND MARKERS ARE ABOUT 11 INCHES BELOW THE SURFACE
 JG0680'OF THE GROUND.  ONE MARKER IS 7-3/4 FEET SOUTH, AND THE
 JG0680'OTHER 7-3/4 FEET NORTH OF THE STATION.
 JG0680'
 JG0680'AN ADDITIONAL REFERENCE, AN IRREGULARLY SHAPED NATIVE STONE
 JG0680'ABOUT 20 BY 10 BY 3 INCHES, IS PLACED IN THE NORTH-AND-SOUTH
 JG0680'WIRE FENCE 80-1/2 FEET NORTH OF REFERENCE MARK NO. 1, AND IS
 JG0680'142-1/2 FEET NORTHEAST OF THE STATION.
 JG0680
 JG0680                          STATION RECOVERY (1937)
 JG0680
 JG0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JG0680'SURFACE MARK IS A STANDARD BRONZE TABLET SET IN A CONCRETE
 JG0680'BLOCK ABOUT 15 INCHES SQUARE, AND IS 11 INCHES UNDER THE
 JG0680'SURFACE.
 JG0680'
 JG0680'TO REACH FROM CARNEIRO, GO TO U.S. HIGHWAY 40 AND FOLLOW TO
 JG0680'GRAVEL ROAD WHICH IS 2.5 MILES WEST OF CARNEIRO.  GO NORTH
 JG0680'FOR 7.0 MILES TO DIRT ROAD LEADING EAST, THENCE EAST FOR
 JG0680'1.5 MILES TO THE SPARKS FARMHOUSE, THENCE 1/3 MILE NORTHEAST
 JG0680'OF THE FARMHOUSE TO THE STATION ON THE HIGHEST POINT OF THE
 JG0680'HILL.  REFERENCE MARKS NOT FOUND.
 JG0680
 JG0680                          STATION RECOVERY (1943)
 JG0680
 JG0680'RECOVERY NOTE BY US ARMY 1943 (PPP)
 JG0680'RECOVERED AND FOUND IN GOOD CONDITION ON JUNE 30, 1943.
 JG0680'
 JG0680'REFERENCE GIVEN CORRECT EXCEPT THAT IRON PIPES HAVE BEEN
 JG0680'REMOVED OR RATHER BENT OVER AND IRREGULAR STONE HAS BEEN
 JG0680'REMOVED.  MONUMENT WAS FOUND TO SET ABOUT 3 FEET NORTH OF
 JG0680'BARBED WIRE FENCE IN A PASTURE AND 121.5 FEET WEST OF THE
 JG0680'NE COR. OF THIS FENCE WHICH SURROUNDS A WHEAT FIELD.
 JG0680
 JG0680                          STATION RECOVERY (1952)
 JG0680
 JG0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0680'STATION RECOVERED AND THE STATION MARK FOUND IN GOOD CONDITON.
 JG0680'THE WITNESS POSTS AND THE REFERENCE MARK PREVIOUSLY DESCRIBED
 JG0680'COULD NOT BE FOUND.  REFERENCE MARKS NO. 4 AND 5, AND AN
 JG0680'AZIMUTH MARK WERE ESTABLISHED.  DESCRIPTION FOLLOWS-
 JG0680'
 JG0680'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF CARNERIO,
 JG0680'IN THE SOUTHWEST 1/4 OF SECTION 12, T 14 S, R 7 W, ON A
 JG0680'HILL IN PASTURE LAND, 121 FEET WEST OF A FENCE CORNER, AND
 JG0680'2.5 FEET NORTH OF A WIRE FENCE.
 JG0680'
 JG0680'TO REACH THE STATION FROM THE CARNEIRE PUBLIC SCHOOL AT THE
 JG0680'NORTH EDGE OF THE VILLAGE OF CARNEIRO, GO NORTH FOR 0.05
 JG0680'MILE TO U.S. HIGHWAY NO. 40, THEN LEFT, WEST, ON NO. 40 FOR 2.5
 JG0680'MILES TO A GRAVELED SIDE ROAD ON THE RIGHT, THEN RIGHT,
 JG0680'NORTH, FOR 7.0 MILES TO A GRADED DIRT SIDE ROAD ON THE RIGHT,
 JG0680'THEN RIGHT, EAST, FOR 0.95 MILE TO THE AZIMUTH MARK ON THE
 JG0680'LEFT.  CONTINUE EAST FOR 0.25 MILE, THEN LEFT, NORTHERLY,
 JG0680'THROUGH A FARMYARD AND PASSING JUST EAST OF A SILO FOR 0.2
 JG0680'MILE TO A WIRE GATE.  PASS THROUGH THE GATE, THEN RIGHT,
 JG0680'EAST, ACROSS PASTURE FOR 0.2 MILE TO THE STATION.
 JG0680'
 JG0680'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 JG0680'6 X 6 MARBLE POST AND IS ABOUT 4 INCHES BELOW THE SURFACE
 JG0680'OF THE GROUND.  THE DISK IS STAMPED HEATH 1900.
 JG0680'
 JG0680'REFERENCE MARK NO. 4 IS 45 FEET WEST OF THE FENCE CORNER,
 JG0680'AND 1 FOOT NORTH OF THE WIRE FENCE.  IT PROJECTS 8 INCHES,
 JG0680'AND THE DISK IS STAMPED HEATH NO 4 1890.
 JG0680'
 JG0680'REFERENCE MARK NO. 5 IS 185 FEET WEST OF THE FENCE CORNER,
 JG0680'AND 1 FOOT NORTH OF THE WIRE FENCE.  IT PROJECTS 6 INCHES,
 JG0680'AND THE DISK IS STAMPED HEATH NO 5 1890.
 JG0680'
 JG0680'THE AZIMUTH MARK IS ON THE CREST OF A LOW HILL, 0.25 MILE
 JG0680'WEST OF A FARMHOUSE, 22 FEET NORTH OF THE CENTER OF THE
 JG0680'GRADED DIRT ROAD, 4 FEET EAST OF A TELEPHONE POLE, 2.5 FEET
 JG0680'EAST OF A 4 X 4 WITNESS POST, AND 1 FOOT SOUTH OF A WIRE
 JG0680'FENCE.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED HEATH
 JG0680'1890.
 JG0680
 JG0680                          STATION RECOVERY (1961)
 JG0680
 JG0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JG0680'THE 1952 DESCRIPTION IS ADEQUATE FOR RECOVERY, HOWEVER A
 JG0680'DESCREPANCY IN THE STAMPING OF MARKS WAS NOTED AND A SLIGHT
 JG0680'DIFFERENCE IN DISTANCE AND DIRECTION TO REFERENCE MARKS 4 AND 5
 JG0680'EXISTS.  THE TWO ORIGINAL REFERENCE POINTS WERE RECOVERED AND
 JG0680'LOCATED.  ADDITIONAL INFORMATION IS BEING INCORPORATED IN A
 JG0680'COMPLETE NEW DESCRIPTION.
 JG0680'
 JG0680'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH OF CARNERIO, IN THE
 JG0680'SOUTHWEST 1/4 OF SECTION 12, T 14 S, R 7 W, ON A HILL IN PASTURE
 JG0680'LAND, 121 FEET WEST OF A FENCE CORNER.
 JG0680'
 JG0680'TO REACH THE STATION FROM THE CARNERIO PUBLIC SCHOOL AT THE NORTH
 JG0680'EDGE OF THE VILLAGE OF CARNERIO, GO NORTH FOR 0.05 MILE TO U.S.
 JG0680'HIGHWAY 40, TURN LEFT, WEST, ALONG U.S. HIGHWAY 40 FOR 2.5 MILES,
 JG0680'TURN RIGHT, NORTH, ON A GRAVELED ROAD AND GO 1.0 MILES TO A ROAD
 JG0680'RIGHT, TURN RIGHT, EAST, AND GO 0.95 MILE TO THE SUMMIT OF A
 JG0680'RISE AND THE AZIMUTH MARK AS DESCRIBED BELOW, CONTINUE EAST FOR
 JG0680'0.25 MILE TO AN ENTRANCE TO RANCH BUILDINGS, TURN LEFT, NORTH,
 JG0680'AND PASS THROUGH THE FARM YARD, KEEPING TO THE RIGHT OF THE SILO,
 JG0680'AND GO 0.2 MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 JG0680'FOR ABOUT 100 YARDS TO A TRACK ROAD, TURN RIGHT AND FOLLOW
 JG0680'THE TRACK ROAD OUT THENCE EAST-SOUTHEAST FOR 0.2 MILE TO THE
 JG0680'SUMMIT OF THE RISE AND THE STATION.
 JG0680'
 JG0680'THE STATION MARK, A STANDARD DISK STAMPED HEATH 1890, IS SET
 JG0680'IN THE TOP OF A MARBLE POST THAT IS 6-INCHES SQUARE AT THE TOP
 JG0680'AND IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 3.6 FEET NORTHWEST
 JG0680'OF A METAL WITNESS POST WITH SIGN AND 2.6 FEET NORTH OF A BARBED
 JG0680'WIRE FENCE.
 JG0680'
 JG0680'REFERENCE MARK 4, A STANDARD DISK STAMPED HEATH NO 4 1890, IS
 JG0680'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 JG0680'4 INCHES ABOVE THE GROUND.  IT IS 45 FEET WEST OF A FENCE CORNER,
 JG0680'1 FOOT NORTH OF A FENCE AND IS ABOUT 3 FEET LOWER THAN THE STATION
 JG0680'MARK.
 JG0680'
 JG0680'REFERENCE MARK 5, A STANDARD DISK STAMPED HEATH NO 5 1892, IS
 JG0680'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 JG0680'5 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF THE FENCE AND
 JG0680'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 JG0680'
 JG0680'THE AZIMUTH MARK, A STANDARD DISK STAMPED HEATH 1890, IS SET IN
 JG0680'THE TOP OF CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8 INCHES
 JG0680'ABOVE THE GROUND.  IT IS 22 FEET NORTH OF THE CENTER OF THE
 JG0680'ROAD, 4 FEET EAST OF A TELEPHONE POLE, 2.5 FEET EAST OF A
 JG0680'4 X 4-INCH WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.
 JG0680'
 JG0680'A REFERENCE POINT CONSISTING OF A MARBLE POST WITH AN ARROW,
 JG0680'DIAGONALLY ACROSS THE TOP, POINTING TOWARD THE STATION IS
 JG0680'5-INCHES SQUARE AT THE TOP AND ABOUT 9 INCHES BELOW THE SURFACE
 JG0680'OF THE GROUND.  IT IS 10 FEET NORTH-NORTHWEST OF A METAL WITNESS
 JG0680'POST WITH SIGN, AND 9.5 FEET NORTH OF A FENCE LINE.
 JG0680'
 JG0680'A REFERENCE POINT, CONSISTING OF A MARBLE POST WITH AN ARROW
 JG0680'DIAGONALLY ACROSS THE TOP POINTING TOWARD THE STATION, IS 5-INCHES
 JG0680'SQUARE AT THE TOP, AND 9 INCHES BELOW THE GROUND SURFACE.  IT
 JG0680'IS 6.3 FEET SOUTHWEST OF A METAL WITNESS POST WITH A SIGN, AND
 JG0680'5.3 FEET SOUTH OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0881 ***********************************************************************
 KF0881  DESIGNATION -  HECK
 KF0881  PID         -  KF0881
 KF0881  STATE/COUNTY-  KS/OTTAWA
 KF0881  USGS QUAD   -  BENNINGTON (1965)
 KF0881
 KF0881                         *CURRENT SURVEY CONTROL
 KF0881  ___________________________________________________________________
 KF0881* NAD 83(1997)-  39 06 22.03142(N)    097 32 18.87455(W)     ADJUSTED  
 KF0881* NAVD 88     -       430.     (meters)    1411.     (feet)  SCALED    
 KF0881  ___________________________________________________________________
 KF0881  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 KF0881  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 KF0881
 KF0881  HORZ ORDER  -  THIRD
 KF0881
 KF0881.The horizontal coordinates were established by classical geodetic methods
 KF0881.and adjusted by the National Geodetic Survey in October 1998..
 KF0881
 KF0881.The orthometric height was scaled from a topographic map.
 KF0881
 KF0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0881
 KF0881.The geoid height was determined by GEOID03.
 KF0881
 KF0881;                    North         East     Units Scale Factor Converg.
 KF0881;SPC KS N     -    85,889.421   439,909.934   MT  0.99996002   +0 17 31.0
 KF0881;UTM  14      - 4,329,569.527   626,360.827   MT  0.99979661   +0 55 18.9
 KF0881
 KF0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0881!SPC KS N     -   0.99993681  x   0.99996002  =   0.99989684
 KF0881!UTM  14      -   0.99993681  x   0.99979661  =   0.99973344
 KF0881
 KF0881|---------------------------------------------------------------------|
 KF0881| PID    Reference Object                     Distance      Geod. Az  |
 KF0881|                                                           dddmmss.s |
 KF0881| CN8752 HECK RM 1                            18.406 METERS 06617     |
 KF0881| CN8753 HECK RM 2                            18.863 METERS 18253     |
 KF0881| KF0485 LINDSEY                             APPROX. 9.8 KM 2695238.2 |
 KF0881|---------------------------------------------------------------------|
 KF0881
 KF0881                          SUPERSEDED SURVEY CONTROL
 KF0881
 KF0881  NAD 83(1986)-  39 06 22.04040(N)    097 32 18.87437(W) AD(       ) 3
 KF0881  NAD 27      -  39 06 22.04650(N)    097 32 17.76550(W) AD(       ) 3
 KF0881
 KF0881.Superseded values are not recommended for survey control.
 KF0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0881.See file dsdata.txt to determine how the superseded data were derived.
 KF0881
 KF0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2636129570(NAD 83)
 KF0881_MARKER: DS = TRIANGULATION STATION DISK
 KF0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0881_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF0881
 KF0881  HISTORY     - Date     Condition        Report By
 KF0881  HISTORY     - 1960     MONUMENTED       CGS
 KF0881  HISTORY     - 1969     GOOD             CGS
 KF0881
 KF0881                          STATION DESCRIPTION
 KF0881
 KF0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 KF0881'THE STATION IS 9 MILES EAST-SOUTHEAST OF MINNEAPOLIS, 6 MILES
 KF0881'NORTHEAST OF BENNINGTON AND AT THE ENTRANCE TO THE JOHN H. HECK
 KF0881'RANCH AND RESIDENCE.
 KF0881'
 KF0881'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 81
 KF0881'AND STATE ROUTE 93, PROCEED EAST ON STATE ROUTE K-93 FOR 4 MILES
 KF0881'TO THE OTTAWA COUNTY STATE PARK, CONTINUE EAST ON OILED ROAD FOR
 KF0881'1.7 MILES TO THE ENTRANCE TO THE FEDERAL GOVERNMENT PROPERTY ON
 KF0881'THE RIGHT, CONTINUE EAST ON GRADED ROAD FOR 0.3 MILE TO A CROSS
 KF0881'ROAD, TURN LEFT, NORTH, FOR 0.2 MILE TO THE STATION ON THE RIGHT
 KF0881'AT THE ENTRANCE TO THE JOHN H. HECK RANCH.
 KF0881'
 KF0881'THE STATION AND UNDERGROUND MARKS, STAMPED HECK 1960, ARE
 KF0881'STANDARD DISKS WITH THE SURFACE MARK SET IN A CYLINDRICAL
 KF0881'CONCRETE MONUMENT PROJECTING 5 INCHES.  IT IS 35 FEET EAST OF
 KF0881'THE CENTER OF THE NORTH-SOUTH GRADED ROAD, 18 FEET SOUTH OF THE
 KF0881'CENTER OF A PRIVATE ROAD LEADING TO THE RANCH, 10 FEET NORTHEAST
 KF0881'OF A FENCE CORNER AND 6 FEET SOUTH OF A METAL WITNESS POST WITH
 KF0881'SIGN ATTACHED.
 KF0881'
 KF0881'REFERENCE MARK 1, STAMPED HECK NO 1 1960, IS A STANDARD DISK SET
 KF0881'IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 5 INCHES AND IS 2
 KF0881'FEET NORTH OF AN EAST-WEST FENCE LINE.
 KF0881'
 KF0881'REFERENCE MARK 2, STAMPED HECK NO 2 1960, IS A STANDARD DISK
 KF0881'SET IN A CYLINDRICAL CONCRETE MONUMENT PROJECTING 5 INCHES AND
 KF0881'IS 2 FEET EAST OF THE NORTH-SOUTH RIGHT OF WAY FENCE LINE.
 KF0881
 KF0881                          STATION RECOVERY (1969)
 KF0881
 KF0881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0881'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 KF0881'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KF0881'DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KF0881'
 KF0881'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 KF0881'NORTHEAST OF BENNINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0730 ***********************************************************************
 JH0730  DESIGNATION -  HECK
 JH0730  PID         -  JH0730
 JH0730  STATE/COUNTY-  KS/SCOTT
 JH0730  USGS QUAD   -  PAWNEE MOUND (1976)
 JH0730
 JH0730                         *CURRENT SURVEY CONTROL
 JH0730  ___________________________________________________________________
 JH0730* NAD 83(1997)-  38 20 40.96718(N)    100 48 49.22093(W)     ADJUSTED  
 JH0730* NAVD 88     -       924.     (meters)    3031.     (feet)  SCALED    
 JH0730  ___________________________________________________________________
 JH0730  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 JH0730  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 JH0730
 JH0730  HORZ ORDER  -  THIRD
 JH0730
 JH0730.The horizontal coordinates were established by classical geodetic methods
 JH0730.and adjusted by the National Geodetic Survey in October 1998..
 JH0730
 JH0730.The orthometric height was scaled from a topographic map.
 JH0730
 JH0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0730
 JH0730.The geoid height was determined by GEOID03.
 JH0730
 JH0730;                    North         East     Units Scale Factor Converg.
 JH0730;SPC KS S     -   588,750.426   197,767.485   MT  0.99996364   -1 25 18.5
 JH0730;UTM  14      - 4,245,619.337   341,506.501   MT  0.99990937   -1 07 31.5
 JH0730
 JH0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0730!SPC KS S     -   0.99985891  x   0.99996364  =   0.99982256
 JH0730!UTM  14      -   0.99985891  x   0.99990937  =   0.99976830
 JH0730
 JH0730|---------------------------------------------------------------------|
 JH0730| PID    Reference Object                     Distance      Geod. Az  |
 JH0730|                                                           dddmmss.s |
 JH0730| CK9851 HECK RM 1                            18.179 METERS 17719     |
 JH0730| JH0732 SHALLOW WATER CENTURY REF STK       APPROX. 9.4 KM 2473851.7 |
 JH0730| CK9852 HECK RM 2                            18.210 METERS 26913     |
 JH0730| CK9850 HECK AZ MK                                         3593455.0 |
 JH0730|---------------------------------------------------------------------|
 JH0730
 JH0730                          SUPERSEDED SURVEY CONTROL
 JH0730
 JH0730  NAD 83(1986)-  38 20 40.97097(N)    100 48 49.21943(W) AD(       ) 3
 JH0730  NAD 27      -  38 20 40.89719(N)    100 48 47.66722(W) AD(       ) 3
 JH0730
 JH0730.Superseded values are not recommended for survey control.
 JH0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0730.See file dsdata.txt to determine how the superseded data were derived.
 JH0730
 JH0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH4150745619(NAD 83)
 JH0730_MARKER: DS = TRIANGULATION STATION DISK
 JH0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0730_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0730
 JH0730  HISTORY     - Date     Condition        Report By
 JH0730  HISTORY     - 1963     MONUMENTED       CGS
 JH0730
 JH0730                          STATION DESCRIPTION
 JH0730
 JH0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0730'THE STATION IS LOCATED 10-3/4 MILES SOUTH-SOUTHEAST OF SCOTT CITY,
 JH0730'7-3/4 MILES NORTHEAST OF FRIEND, AND 6 MILES EAST-SOUTHEAST OF
 JH0730'SHALLOW WATER.  IT IS ON THE EAST SIDE RIGHT-OF-WAY OF A GRADED
 JH0730'DIRT, RURAL ROAD.
 JH0730'
 JH0730'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE IN
 JH0730'SHALLOW WATER, GO EAST ON GRADED ROAD 0.4 MILE TO U.S. HIGHWAY 83.
 JH0730'TURN RIGHT AND GO SOUTH 0.5 MILE TO A GRADED GRAVEL CROSSROAD.
 JH0730'TURN LEFT AND GO EAST ON GRAVELED ROAD 5.1 MILES TO A SIDE ROAD ON
 JH0730'THE RIGHT.  TURN RIGHT AND GO SOUTH 0.9 MILE ON GRADED DIRT ROAD
 JH0730'TO THE END OF THE POWERLINE AND THE AZIMUTH MARK ON THE LEFT.
 JH0730'CONTINUE SOUTH 0.6 MILE TO THE STATION ON THE LEFT.
 JH0730'
 JH0730'THE STATION MARK IS A STANDARD DISK STAMPED HECK 1963 CEMENTED IN THE
 JH0730'TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 3 INCHES ABOVE
 JH0730'GROUND.  IT IS 27.0 FEET EAST OF THE CENTER OF THE GRADED ROAD AND
 JH0730'3.3 SOUTH OF A METAL WITNESS POST WITH SIGN.
 JH0730'
 JH0730'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HECK NO 1 1963
 JH0730'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 2
 JH0730'INCHES ABOVE GROUND.  IT IS 29.0 FEET EAST OF THE CENTER OF THE
 JH0730'GRADED ROAD AND AT THE SAME ELEVATION AS THE STATION.
 JH0730'
 JH0730'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HECK NO 2 1963
 JH0730'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 JH0730'2 INCHES ABOVE GROUND.  IT IS 33.0 FEET WEST OF THE CENTER OF THE
 JH0730'GRADED ROAD AND AT THE SAME ELEVATION AS THE STATION.
 JH0730'
 JH0730'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HECK 1963 CEMENTED IN THE
 JH0730'TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 2 INCHES ABOVE GROUND.
 JH0730'IT IS 32.0 FEET EAST OF THE CENTER OF THE GRADED DIRT ROAD, 2.0
 JH0730'FEET SOUTH OF A METAL WITNESS POST WITH SIGN, AND 1.7 FEET EAST OF
 JH0730'THE BASE OF A GUYED POWERLINE POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0498 ***********************************************************************
 HH0498  DESIGNATION -  HELLWIG
 HH0498  PID         -  HH0498
 HH0498  STATE/COUNTY-  KS/STANTON
 HH0498  USGS QUAD   -  JOHNSON NE (1973)
 HH0498
 HH0498                         *CURRENT SURVEY CONTROL
 HH0498  ___________________________________________________________________
 HH0498* NAD 83(1997)-  37 39 52.33331(N)    101 45 41.15631(W)     ADJUSTED  
 HH0498* NAVD 88     -      1013.425  (meters)    3324.88   (feet)  ADJUSTED  
 HH0498  ___________________________________________________________________
 HH0498  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 HH0498  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 HH0498  DYNAMIC HT  -        1012.461 (meters)    3321.72  (feet)  COMP
 HH0498  MODELED GRAV-     979,643.7   (mgal)                       NAVD 88
 HH0498
 HH0498  HORZ ORDER  -  FIRST
 HH0498  VERT ORDER  -  SECOND    CLASS 0
 HH0498
 HH0498.The horizontal coordinates were established by classical geodetic methods
 HH0498.and adjusted by the National Geodetic Survey in October 1998..
 HH0498
 HH0498.The orthometric height was determined by differential leveling
 HH0498.and adjusted by the National Geodetic Survey in June 1991..
 HH0498
 HH0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0498
 HH0498.The geoid height was determined by GEOID03.
 HH0498
 HH0498.The dynamic height is computed by dividing the NAVD 88
 HH0498.geopotential number by the normal gravity value computed on the
 HH0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0498.degrees latitude (g = 980.6199 gals.).
 HH0498
 HH0498.The modeled gravity was interpolated from observed gravity values.
 HH0498
 HH0498;                    North         East     Units Scale Factor Converg.
 HH0498;SPC KS S     -   515,780.376   112,314.722   MT  0.99994562   -2 00 15.3
 HH0498;UTM  14      - 4,172,183.878   256,429.273   MT  1.00033080   -1 41 17.4
 HH0498
 HH0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0498!SPC KS S     -   0.99984487  x   0.99994562  =   0.99979050
 HH0498!UTM  14      -   0.99984487  x   1.00033080  =   1.00017562
 HH0498
 HH0498|---------------------------------------------------------------------|
 HH0498| PID    Reference Object                     Distance      Geod. Az  |
 HH0498|                                                           dddmmss.s |
 HH0498| HH0501 HELLWIG RM 1                         31.903 METERS 07231     |
 HH0498| HH0500 HELLWIG RM 3                         17.102 METERS 16827     |
 HH0498| HH0837 JOHNSON MUN WATER TANK              APPROX.10.9 KM 1751640.3 |
 HH0498| HH0499 HELLWIG RM 2                         47.954 METERS 30710     |
 HH0498| HH0505 T 89 RESET                                         3584814.2 |
 HH0498| HH0503 T 89                                               3585953.4 |
 HH0498| HH0502 HELLWIG AZ MK                                      3595404.6 |
 HH0498|---------------------------------------------------------------------|
 HH0498
 HH0498                          SUPERSEDED SURVEY CONTROL
 HH0498
 HH0498  NAD 83(1997)-  37 39 52.33400(N)    101 45 41.15698(W) AD(       ) 1
 HH0498  NAD 83(1997)-  37 39 52.33852(N)    101 45 41.15152(W) AD(       ) 1
 HH0498  NAD 83(1986)-  37 39 52.33760(N)    101 45 41.15057(W) AD(       ) 1
 HH0498  NAD 27      -  37 39 52.28826(N)    101 45 39.53300(W) AD(       ) 1
 HH0498  NGVD 29 (??/??/92) 1013.013  (m)         3323.53   (f) ADJ UNCH    2 0
 HH0498
 HH0498.Superseded values are not recommended for survey control.
 HH0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0498.See file dsdata.txt to determine how the superseded data were derived.
 HH0498
 HH0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5642972184(NAD 83)
 HH0498_MARKER: DS = TRIANGULATION STATION DISK
 HH0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0498_STAMPING: HELLWIG 1934
 HH0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0498+STABILITY: SURFACE MOTION
 HH0498
 HH0498  HISTORY     - Date     Condition        Report By
 HH0498  HISTORY     - 1934     MONUMENTED       CGS
 HH0498  HISTORY     - 1940     GOOD             CGS
 HH0498  HISTORY     - 1958     GOOD             USGS
 HH0498  HISTORY     - 1961     GOOD             CGS
 HH0498  HISTORY     - 1964     GOOD             CGS
 HH0498  HISTORY     - 1964     GOOD             NGS
 HH0498
 HH0498                          STATION DESCRIPTION
 HH0498
 HH0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0498'STATION IS 6.5 MILES AIRLINE N OF JOHNSON, IN THE NW CORNER
 HH0498'OF SEC. 36, T 27 S, R 41 W.  IT IS 13 FEET W OF N-S FENCE
 HH0498'75 FEET SE OF CENTER LINE OF GRADED ROAD, 55 FEET E OF CENTER
 HH0498'LINE OF STATE HIGHWAY 27.  THE MARK PROJECTS 4 INCHES.
 HH0498'
 HH0498'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0498'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 HH0498'
 HH0498'REFERENCE MARK NO. 1 IS NE OF STATION, 6 INCHES N OF E-W
 HH0498'FENCE LINE, 18 FEET S OF CENTER LINE OF GRADED ROAD, AND
 HH0498'PROJECTS 4 INCHES.
 HH0498'
 HH0498'REFERENCE MARK NO. 2 IS NW OF STATION, 46 FEET N OF CENTER
 HH0498'LINE OF GRADED ROAD, 86 FEET NW OF ROAD INTERSECTION, AND
 HH0498'73 FEET W OF CENTER LINE OF STATE HIGHWAY 27.  THE MARK
 HH0498'PROJECTS 6 INCHES.
 HH0498'
 HH0498'AZIMUTH MARK IS N OF STATION, 50 FEET E OF CENTER LINE OF
 HH0498'STATE HIGHWAY 27, 1 FOOT E OF STAKED RIGHT-OF-WAY, AND PROJECTS
 HH0498'4 INCHES.
 HH0498'
 HH0498'STATION IS REACHED FROM JOHNSON BY DRIVING W FROM JOHNSON
 HH0498'ON GRADED ROAD TO INTERSECTION OF GRADED ROAD AND STATE
 HH0498'HIGHWAY 27.  THIS GRADED ROAD PASSES THE GRADE SCHOOL.  AT
 HH0498'THE INTERSECTION TURN N AND DRIVE 7.0 MILES TO GRADED CROSSROADS
 HH0498'THAT HAS A CONCRETE-CELLAR-HOUSE IN THE SW ANGLE, AND STATION.
 HH0498'
 HH0498'A 10-FOOT STAND NECESSARY TO CLEAR ALL LINES.
 HH0498
 HH0498                          STATION RECOVERY (1940)
 HH0498
 HH0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 HH0498'STATION IS 6.5 MILES (AIR LINE) N OF JOHNSON, IN THE NW
 HH0498'CORNER OF SEC. 36, T. 27 S., R. 41 W.
 HH0498'
 HH0498'STATION IS IN THE SE CORNER OF CROSS-INTERSECTION OF STATE
 HH0498'HIGHWAY 27 WITH AN E-W ROAD, 84 FEET SE OF CENTER OF THE
 HH0498'INTERSECTION, 61 FEET E OF THE CENTER LINE OF THE HIGHWAY,
 HH0498'60 FEET S OF CENTER LINE OF THE E-W ROAD, 13 FEET W OF THE
 HH0498'FENCE LINE.
 HH0498'
 HH0498'SURFACE MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 HH0498'POST PROJECTING 0.7 FOOT AND IS STAMPED HELLWIG 1934.  UNDERGROUND
 HH0498'MARK IS A BRONZE STATION DISK SET IN CONCRETE AND IS STAMPED
 HH0498'HELLWIG 1934.
 HH0498'
 HH0498'R.M. 1 IS IN THE SE CORNER OF CROSS-INTERSECTION OF STATE
 HH0498'HIGHWAY AND THE E-W ROAD, 174 FEET E OF THE CENTER LINE OF
 HH0498'THE HIGHWAY, 100 FEET E OF THE FENCE CORNER, 18 FEET S OF
 HH0498'CENTER LINE OF THE E-W ROAD, 0.7 FOOT N OF FENCE.  IT IS A
 HH0498'BRONZE DISK SET IN A CONCRETE POST BURIED ABOUT 0.6 FOOT UNDER
 HH0498'SAND DRIFT AND IS STAMPED HELLWIG NO 1 1934.
 HH0498'
 HH0498'A THOROUGH SEARCH WAS MADE FOR R.M. 2.  BLOCKS OF BROKEN
 HH0498'CONCRETE WERE FOUND UNDER A SAND DRIFT BUT THE MARK ITSELF
 HH0498'COULD NOT BE FOUND.
 HH0498'
 HH0498'AZIMUTH MARK IS 0.2 MILE N OF THE STATION ALONG STATE HIGHWAY
 HH0498'27, 56 FEET E OF CENTER LINE OF THE HIGHWAY, 3.2 FEET W OF
 HH0498'FENCE LINE.  IT IS A BRONZE DISK SET IN A CONCRETE POST
 HH0498'PROJECTING 0.7 FOOT AND IS STAMPED HELLWIG AZIMUTH 1934.
 HH0498'
 HH0498'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HH0498'STATION IN JOHNSON, PROCEED W ALONG GRAVELED ROAD PARALLELING
 HH0498'THE TRACKS, GO 0.4 MILE, TURN RIGHT (N) ONTO STATE HIGHWAY
 HH0498'27, GO 7.0 MILES.
 HH0498
 HH0498                          STATION RECOVERY (1958)
 HH0498
 HH0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HH0498'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HH0498
 HH0498                          STATION RECOVERY (1961)
 HH0498
 HH0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0498'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN
 HH0498'GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 HH0498'WERE NOT FOUND.  REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK
 HH0498'WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HH0498'
 HH0498'THE STATION IS ABOUT 6-1/2 MILES NORTH OF JOHNSON, IN THE
 HH0498'NORTHWEST CORNER OF SECTION 36, T 27 S.  R 41 W AND ON THE
 HH0498'RIGHT-OF-WAY OF U.S. HIGHWAY 270.
 HH0498'
 HH0498'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 270 AND
 HH0498'U.S. HIGHWAY 160, ABOUT 1/2 MILE NORTHWEST OF JOHNSON, GO
 HH0498'NORTH ON HIGHWAY 270 FOR 6.0 MILES TO THE STATION ON THE
 HH0498'RIGHT IN THE SOUTHEAST ANGLE OF A CROSSROAD.
 HH0498'
 HH0498'STATION MARKS ARE STANDARD DISKS STAMPED HELLWIG 1934.  THE
 HH0498'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HH0498'3 INCHES ABOVE THE GROUND.  IT IS 60 FEET EAST OF THE CENTER
 HH0498'LINE OF HIGHWAY 270, 51 FEET SOUTH OF THE CENTER OF A GRAVELED
 HH0498'ROAD, 14.5 FEET SOUTHWEST OF A TELEPHONE POLE, 13 FEET WEST
 HH0498'OF A FENCE AND 5.6 FEET NORTH OF A METAL WITNESS POST.  THE
 HH0498'UNDERGROUND DISK WAS NOT EXAMINED AT THIS TIME.
 HH0498'
 HH0498'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HELLWIG NO 2 1934,
 HH0498'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 HH0498'WITH THE GROUND.  IT IS 66 FEET WEST OF THE CENTER LINE OF
 HH0498'HIGHWAY 270, 43 FEET NORTH OF A GRAVELED ROAD AND 13 FEET
 HH0498'WEST OF A FENCE CORNER.
 HH0498'
 HH0498'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HELLWIG NO 3
 HH0498'1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 HH0498'4 INCHES ABOVE THE GROUND.  IT IS 70 FEET EAST OF THE CENTER
 HH0498'LINE OF HIGHWAY 270, 65 FEET SOUTH OF THE TELEPHONE POLE
 HH0498'AND 0.5 FOOT WEST OF THE FENCE.
 HH0498'
 HH0498'BENCH MARK T 89, A COAST AND GEODETIC SURVEY BENCH MARK DISK
 HH0498'STAMPED T 89 1935, IS SET IN THE TOP OF A SQUARE CONCRETE
 HH0498'POST WHICH PROJECTS 10 INCHES.  IT IS 55 FEET WEST OF THE
 HH0498'CENTER LINE OF HIGHWAY 270, 18 FEET NORTH OF THE CENTER OF
 HH0498'A FIELD ENTRANCE, 2.5 FEET NORTH OF A FENCE CORNER, 2.5
 HH0498'FEET SOUTHWEST OF A WITNESS POST AND 0.5 FOOT WEST OF A FENCE.
 HH0498'THIS BENCH MARK WAS USED AS THE AZIMUTH MARK FOR THIS STATION.
 HH0498'
 HH0498'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 HH0498'270 FOR 1.0 MILE TO A FIELD ENTRANCE AND THE MARK ON THE
 HH0498'LEFT, WEST, SIDE OF THE HIGHWAY.
 HH0498'
 HH0498'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HH0498
 HH0498                          STATION RECOVERY (1964)
 HH0498
 HH0498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 HH0498'THIS STAITON WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 HH0498'GOOD CONDITION.  ROAD CONSTRUCTION WORK ALONG U. S. HIGHWAY 270 AND
 HH0498'STATE HIGHWAY 27 WILL DESTROY THE BENCH MARK T-89 WHICH WAS USED AS
 HH0498'THE AZIMUTH MARK FOR THIS STATION AS IT WAS RESET.  A COMPLETE
 HH0498'DESCRIPTION FOLLOWS--
 HH0498'
 HH0498'STATION IS LOCATED ABOUT 7 MILES NORTH OF JOHNSON ALONG U. S.
 HH0498'HIGHWAY 270 AND STATE HIGHWAY 27, 80 FEET SOUTHEAST OF THE CENTER
 HH0498'OF AN INTERSECTION CROSSROADS, 59 FEET EAST OF THE CENTERLINE OF U.
 HH0498'S. HIGHWAY 270 AND STATE HIGHWAY 27, 51 FEET SOUTH OF THE CENTERLINE
 HH0498'OF EAST-WEST DIRT ROAD, 9 FEET EAST OF A TELEPHONE POLE AND A
 HH0498'CONCRETE HIGHWAY RIGHT-OF-WAY MARKER POST, AND 6 FEET NORTH OF A NEW
 HH0498'STEEL WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 HH0498'STAMPED HELLWIG 1934.
 HH0498'
 HH0498'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 270 AND
 HH0498'U. S. HIGHWAY 160 ABOUT 1/2 MILE NORTHWEST OF JOHNSON, GO NORTH ON
 HH0498'U. S. HIGHWAY 270 FOR 6.0 MILES TO THE STATION ON THE RIGHT IN THE
 HH0498'SOUTHEAST ANGLE OF A CROSSROAD.
 HH0498'
 HH0498'REFERENCE MARK NO. 2 IS 157.32 FEET NORTHWEST OF THE STATION, 78 FEET
 HH0498'NORHTWEST OF THE CENTER OF INTERSECTION, 66 FEET WEST OF THE
 HH0498'CENTERLINE OF U. S. HIGHWAY 270 AND STATE HIGHWAY 27, 43 FEET NORTH
 HH0498'OF THE CENTERLINE OF A GRADED ROAD AND 1 FOOT EAST OF A STEEL
 HH0498'WITNESS POST.  THE MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND
 HH0498'AND THE DISK IS STAMPED HELLWIG NO 2 1934.
 HH0498'
 HH0498'REFERENCE MARK NO. 3 IS 56.11 FEET SOUTH OF THE STATION, 70 FEET EAST
 HH0498'OF THE CENTERLINE OF U. S. HIGHWAY 270 AND STATE HIGHWAY 27, 59 FEET
 HH0498'SOUTH-SOUTHEAST OF A TELEPHONE POLE, AND 50 FEET SOUTH OF A STEEL
 HH0498'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HH0498'HELLWIG NO 3 1934.
 HH0498'
 HH0498'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 3 IS 202.95 FEET.
 HH0498'
 HH0498'AZIMUTH MARK IS 0.95 MILE NORTH OF THE STATION, 155 FEET NORTH OF
 HH0498'POWER POLE, 151 FEET SOUTH OF ANOTHER POWER POLE, 65 FEET WEST OF
 HH0498'THE CENTERLINE OF U. S. HIGHWAY 270 AND STATE HIGHWAY 27, 2 FEET
 HH0498'SOUTH OF CONCRETE RIGHT-OF-WAY MARKER POST FOR HIGHWAY STATION P. O.
 HH0498'T. 387 + 14.82, AND 1 AND 1/2 FEET NORHT OF A NEW STEEL WITNESS
 HH0498'POST.  THE MARK PROJECTS 6 INCHES AND THE STANDARD BENCH MARK DISK IS
 HH0498'STAMPED T 89 RESET 1964.
 HH0498'
 HH0498'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U. S.
 HH0498'HIGHWAY 270 AND STATE HIGHWAY 27 FOR 0.95 MILE TO THE AZIMUTH MARK
 HH0498'ON THE LEFT.
 HH0498'
 HH0498'NOTE--TRIANGULATION STATION HELLWIG AND REFERENCE MARKS ARE BENCH
 HH0498'MARKS.
 HH0498'
 HH0498'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HH0498
 HH0498                          STATION RECOVERY (1964)
 HH0498
 HH0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HH0498'7.4 MI NW FROM JOHNSON.
 HH0498'0.4 MILE WEST ALONG A GRAVEL ROAD FROM THE ATCHISON, TOPEKA,
 HH0498'AND SANTA FE RAILROAD STATION AT JOHNSON, STANTON COUNTY, THENCE
 HH0498'7.0 MILES NORTH ALONG U.S. HIGHWAY 270 AND STATE HIGHWAY 27,
 HH0498'AT A CROSSROADS, 80 FEET SOUTHEAST OF THE INTERSECTION, 59
 HH0498'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 270 AND STATE
 HH0498'HIGHWAY 27, 51 FEET SOUTH OF THE CENTERLINE OF EAST-WEST DIRT
 HH0498'ROAD, 9 FEET EAST OF A TELEPHONE POLE AND CONCRETE RIGHT-OF-WAY
 HH0498'MARKER POST, AND 6 FEET NORTH OF A STEEL WITNESS POST.  THE MARK
 HH0498'PROJECTS 2 INCHES AND THE DISK IS STAMPED HELLWIG 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0499 ***********************************************************************
 HH0499  DESIGNATION -  HELLWIG RM 2
 HH0499  PID         -  HH0499
 HH0499  STATE/COUNTY-  KS/STANTON
 HH0499  USGS QUAD   -  JOHNSON NE (1973)
 HH0499
 HH0499                         *CURRENT SURVEY CONTROL
 HH0499  ___________________________________________________________________
 HH0499* NAD 83(1986)-  37 39 52.     (N)    101 45 41.     (W)     SCALED    
 HH0499* NAVD 88     -      1013.76   (meters)    3326.0    (feet)  RESET     
 HH0499  ___________________________________________________________________
 HH0499  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 HH0499
 HH0499  VERT ORDER  -  THIRD
 HH0499
 HH0499.The horizontal coordinates were scaled from a topographic map and have
 HH0499.an estimated accuracy of +/- 6 seconds.
 HH0499
 HH0499.The orthometric height was computed from unverified reset data.
 HH0499
 HH0499.The geoid height was determined by GEOID03.
 HH0499
 HH0499;                    North         East    Units  Estimated Accuracy
 HH0499;SPC KS S     -   515,770.      112,320.      MT  (+/- 180 meters Scaled)
 HH0499
 HH0499                          SUPERSEDED SURVEY CONTROL
 HH0499
 HH0499.No superseded survey control is available for this station.
 HH0499
 HH0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG564721(NAD 83)
 HH0499_MARKER: DR = REFERENCE MARK DISK
 HH0499_SETTING: 0 = UNSPECIFIED SETTING
 HH0499_STAMPING: HELLWIG NO 2 1934
 HH0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0499
 HH0499  HISTORY     - Date     Condition        Report By
 HH0499  HISTORY     - 1934     MONUMENTED       CGS
 HH0499  HISTORY     - 1964     GOOD             NGS
 HH0499
 HH0499                          STATION DESCRIPTION
 HH0499
 HH0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HH0499'7.4 MI NW FROM JOHNSON.
 HH0499'ABOUT 0.4 MILES WEST ALONG A GRAVEL ROAD FROM THE ATCHISON,
 HH0499'TOPEKA AND SANTA FE RAILROAD STATION AT JOHNSON, STANTON COUNTY,
 HH0499'THENCE 7.0 MILES NORTH ALONG U.S. HIGHWAY 270 AND STATE HIGHWAY
 HH0499'27, AT A CROSSROADS, 157.32 FEET NORTHWEST OF TRIANGULATION
 HH0499'STATION HELLWIG 1934, 78 FEET NORTHWEST OF THE INTERSECTION,
 HH0499'66 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 270 AND STATE
 HH0499'HIGHWAY 27, 43 FEET NORTH OF THE CENTERLINE OF GRADED ROAD, AND
 HH0499'1 FOOT EAST OF A NEW STEEL WITNESS POST, AND 2 INCHES BELOW THE
 HH0499'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0500 ***********************************************************************
 HH0500  DESIGNATION -  HELLWIG RM 3
 HH0500  PID         -  HH0500
 HH0500  STATE/COUNTY-  KS/STANTON
 HH0500  USGS QUAD   -  JOHNSON NE (1973)
 HH0500
 HH0500                         *CURRENT SURVEY CONTROL
 HH0500  ___________________________________________________________________
 HH0500* NAD 83(1986)-  37 39 52.     (N)    101 45 41.     (W)     SCALED    
 HH0500* NAVD 88     -      1013.55   (meters)    3325.3    (feet)  RESET     
 HH0500  ___________________________________________________________________
 HH0500  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 HH0500
 HH0500  VERT ORDER  -  THIRD
 HH0500
 HH0500.The horizontal coordinates were scaled from a topographic map and have
 HH0500.an estimated accuracy of +/- 6 seconds.
 HH0500
 HH0500.The orthometric height was computed from unverified reset data.
 HH0500
 HH0500.The geoid height was determined by GEOID03.
 HH0500
 HH0500;                    North         East    Units  Estimated Accuracy
 HH0500;SPC KS S     -   515,770.      112,320.      MT  (+/- 180 meters Scaled)
 HH0500
 HH0500                          SUPERSEDED SURVEY CONTROL
 HH0500
 HH0500.No superseded survey control is available for this station.
 HH0500
 HH0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG564721(NAD 83)
 HH0500_MARKER: DR = REFERENCE MARK DISK
 HH0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0500_STAMPING: HELLWIG NO 3 1934
 HH0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0500
 HH0500  HISTORY     - Date     Condition        Report By
 HH0500  HISTORY     - 1961     MONUMENTED       CGS
 HH0500  HISTORY     - 1964     GOOD             NGS
 HH0500
 HH0500                          STATION DESCRIPTION
 HH0500
 HH0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HH0500'7.4 MI NW FROM JOHNSON.
 HH0500'ABOUT 0.4 MILES WEST ALONG A GRAVEL ROAD FROM THE ATCHISON,
 HH0500'TOPEKA AND SANTA FE RAILROAD STATION AT JOHNSON, STANTON COUNTY,
 HH0500'THENCE NORTH ALONG U.S. HIGHWAY 270 AND STATE HIGHWAY 27 FOR
 HH0500'7.0 MILES TO CROSSROADS, 56.11 FEET SOUTH OF TRIANGULATION
 HH0500'STATION HELLWIG 1934, 70 FEET EAST OF THE CENTERLINE OF U.S.
 HH0500'HIGHWAY 270 AND STATE HIGHWAY 27, 59 FEET SOUTH-SOUTHEAST OF
 HH0500'A TELEPHONE POLE, AND 50 FEET SOUTH OF A STEEL WITNESS POST,
 HH0500'AND PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0671 ***********************************************************************
 KH0671  DESIGNATION -  HENDRICKS
 KH0671  PID         -  KH0671
 KH0671  STATE/COUNTY-  KS/SHERMAN
 KH0671  USGS QUAD   -  GOODLAND NE (1966)
 KH0671
 KH0671                         *CURRENT SURVEY CONTROL
 KH0671  ___________________________________________________________________
 KH0671* NAD 83(1997)-  39 27 09.64960(N)    101 36 36.94834(W)     ADJUSTED  
 KH0671* NAVD 88     -      1092.44   (+/-2cm)    3584.1    (feet)  VERTCON   
 KH0671  ___________________________________________________________________
 KH0671  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 KH0671  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KH0671
 KH0671  HORZ ORDER  -  SECOND
 KH0671  VERT ORDER  -  THIRD ? (See Below)
 KH0671
 KH0671.The horizontal coordinates were established by classical geodetic methods
 KH0671.and adjusted by the National Geodetic Survey in October 1998..
 KH0671
 KH0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0671.The vertical order pertains to the NGVD 29 superseded value.
 KH0671
 KH0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0671
 KH0671.The geoid height was determined by GEOID03.
 KH0671
 KH0671;                    North         East     Units Scale Factor Converg.
 KH0671;SPC KS N     -   130,454.854    89,352.231   MT  0.99996305   -2 17 03.4
 KH0671;UTM  14      - 4,370,265.143   275,404.905   MT  1.00022111   -1 39 33.7
 KH0671
 KH0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0671!SPC KS N     -   0.99983237  x   0.99996305  =   0.99979543
 KH0671!UTM  14      -   0.99983237  x   1.00022111  =   1.00005344
 KH0671
 KH0671:                Primary Azimuth Mark                     Grid Az
 KH0671:SPC KS N     -  HENDRICKS AZ MK                          088 37 37.4
 KH0671:UTM  14      -  HENDRICKS AZ MK                          088 00 07.7
 KH0671
 KH0671|---------------------------------------------------------------------|
 KH0671| PID    Reference Object                     Distance      Geod. Az  |
 KH0671|                                                           dddmmss.s |
 KH0671| CP8203 HENDRICKS AZ MK                                    0862034.0 |
 KH0671| CP8204 HENDRICKS RM 1                       23.921 METERS 19213     |
 KH0671| KH0675 GOODLAND MUNICIPAL AIRPORT BCN      APPROX.12.2 KM 2232820.8 |
 KH0671| CP8205 HENDRICKS RM 2                        8.398 METERS 35204     |
 KH0671|---------------------------------------------------------------------|
 KH0671
 KH0671                          SUPERSEDED SURVEY CONTROL
 KH0671
 KH0671  NAD 83(1986)-  39 27 09.64980(N)    101 36 36.94859(W) AD(       ) 2
 KH0671  NAD 27      -  39 27 09.65100(N)    101 36 35.33800(W) AD(       ) 2
 KH0671  NGVD 29 (07/19/86) 1092.00   (m)         3582.7    (f) LEVELING    3  
 KH0671
 KH0671.Superseded values are not recommended for survey control.
 KH0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0671.See file dsdata.txt to determine how the superseded data were derived.
 KH0671
 KH0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ7540570265(NAD 83)
 KH0671_MARKER: DS = TRIANGULATION STATION DISK
 KH0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0671
 KH0671  HISTORY     - Date     Condition        Report By
 KH0671  HISTORY     - 1951     MONUMENTED       CGS
 KH0671
 KH0671                          STATION DESCRIPTION
 KH0671
 KH0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0671'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHEAST OF GOODLAND
 KH0671'AND 8.5 MILES NORTHWEST OF EDSON.  IT IS 76.0 FEET NORTH-NORTHEAST
 KH0671'OF THE NORTHEAST CORNER OF A QUANSET BUILDING, 57.0 FEET SOUTH
 KH0671'OF THE CENTER OF A DIRT ROAD, 27.5 FEET SOUTH OF A WITNESS POST
 KH0671'AND 27.0 FEET SOUTH OF A POWERLINE POLE.  IT IS SET 16 INCHES
 KH0671'UNDERGROUND AND IS STAMPED HENDRICKS 1951.
 KH0671'
 KH0671'REFERENCE MARK NO. 1 IS 3.0 FEET SOUTH-SOUTHEAST OF THE
 KH0671'NORTHEAST CORNER OF A QUANSET BUILDING.  IT PROJECTS 3 INCHES
 KH0671'AND IS STAMPED HENDRICKS NO 1 1951.
 KH0671'
 KH0671'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTER OF A DIRT
 KH0671'ROAD, 3.0 FEET WEST OF A POWERLINE POLE AND 1.5 FEET WEST OF
 KH0671'A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED HENDRICKS
 KH0671'NO 2 1951.
 KH0671'
 KH0671'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0671'NO. 2 IS 104.8 FEET.
 KH0671'
 KH0671'THE AZIMUTH MARK IS 52.0 FEET NORTH OF THE CENTER OF A DIRT
 KH0671'ROAD, 22.0 FEET NORTH OF A FENCE CORNER AND 0.5 FOOT EAST OF
 KH0671'A NORTH-SOUTH FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED
 KH0671'HENDRICKS 1951.
 KH0671'
 KH0671'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.35
 KH0671'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 KH0671'
 KH0671'TO REACH THE STATION FROM THE POST OFFICE IN GOODLAND, GO
 KH0671'EAST FOR 0.2 MILE TO STATE HIGHWAY 15, TURN LEFT AND GO NORTH
 KH0671'ON STATE HIGHWAY 15 FOR 3.2 MILES TO A CROSSROAD, TURN RIGHT
 KH0671'AND GO EAST ON A DIRT ROAD FOR 5.0 MILES TO A CROSSROAD.  TURN
 KH0671'LEFT AND GO NORTH ON A DIRT ROAD FOR 4.0 MILES TO A CROSSROAD,
 KH0671'TURN RIGHT AND GO EAST FOR 0.2 MILE TO A QUANSET BUILDING
 KH0671'ON THE RIGHT AND THE STATION AS DESCRIBED.
 KH0671'
 KH0671'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0647 ***********************************************************************
 KH0647  DESIGNATION -  HEPLER
 KH0647  PID         -  KH0647
 KH0647  STATE/COUNTY-  KS/THOMAS
 KH0647  USGS QUAD   -  LEVANT (1967)
 KH0647
 KH0647                         *CURRENT SURVEY CONTROL
 KH0647  ___________________________________________________________________
 KH0647* NAD 83(1997)-  39 23 44.34550(N)    101 07 59.90301(W)     ADJUSTED  
 KH0647* NAVD 88     -       982.64   (+/-2cm)    3223.9    (feet)  VERTCON   
 KH0647  ___________________________________________________________________
 KH0647  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 KH0647  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 KH0647
 KH0647  HORZ ORDER  -  THIRD
 KH0647  VERT ORDER  -  THIRD ? (See Below)
 KH0647
 KH0647.The horizontal coordinates were established by classical geodetic methods
 KH0647.and adjusted by the National Geodetic Survey in October 1998..
 KH0647
 KH0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0647.The vertical order pertains to the NGVD 29 superseded value.
 KH0647
 KH0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0647
 KH0647.The geoid height was determined by GEOID03.
 KH0647
 KH0647;                    North         East     Units Scale Factor Converg.
 KH0647;SPC KS N     -   122,599.176   130,155.697   MT  0.99996004   -1 58 57.0
 KH0647;UTM  14      - 4,362,855.026   316,298.114   MT  1.00001551   -1 21 15.6
 KH0647
 KH0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0647!SPC KS N     -   0.99984968  x   0.99996004  =   0.99980973
 KH0647!UTM  14      -   0.99984968  x   1.00001551  =   0.99986519
 KH0647
 KH0647|---------------------------------------------------------------------|
 KH0647| PID    Reference Object                     Distance      Geod. Az  |
 KH0647|                                                           dddmmss.s |
 KH0647| CP8210 HEPLER RM 1                          14.475 METERS 08320     |
 KH0647| KH0641 COLBY MUNICIPAL TANK                APPROX. 6.5 KM 0903835.5 |
 KH0647| CP8209 HEPLER AZ MK                                       0933257.9 |
 KH0647| CP8211 HEPLER RM 2                          23.124 METERS 34843     |
 KH0647|---------------------------------------------------------------------|
 KH0647
 KH0647                          SUPERSEDED SURVEY CONTROL
 KH0647
 KH0647  NAD 83(1986)-  39 23 44.34731(N)    101 07 59.90548(W) AD(       ) 3
 KH0647  NAD 27      -  39 23 44.33800(N)    101 07 58.33900(W) AD(       ) 3
 KH0647  NGVD 29 (07/19/86)  982.26   (m)         3222.6    (f) LEVELING    3  
 KH0647
 KH0647.Superseded values are not recommended for survey control.
 KH0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0647.See file dsdata.txt to determine how the superseded data were derived.
 KH0647
 KH0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ1629862855(NAD 83)
 KH0647_MARKER: DS = TRIANGULATION STATION DISK
 KH0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0647
 KH0647  HISTORY     - Date     Condition        Report By
 KH0647  HISTORY     - 1951     MONUMENTED       CGS
 KH0647
 KH0647                          STATION DESCRIPTION
 KH0647
 KH0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0647'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF COLBY AND 3.2
 KH0647'MILES EAST-NORTHEAST OF LEVANT ALONG THE RIGHT-OF-WAY OF THE
 KH0647'CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.  IT IS ABOUT 30
 KH0647'YARDS EAST-SOUTHEAST OF A CONTROL BOX, 38.0 FEET SOUTH OF THE
 KH0647'SOUTH RAIL OF THE RAILROAD TRACK AND 6.0 FEET NORTH-NORTHWEST
 KH0647'OF A WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED
 KH0647'HEPLER 1951.
 KH0647'
 KH0647'REFERENCE MARK NO. 1 IS 42.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 KH0647'RAILROAD TRACK.  IT PROJECTS 6 INCHES AND IS STAMPED HEPLER
 KH0647'NO 1 1951.
 KH0647'
 KH0647'REFERENCE MARK NO. 2 IS ACROSS THE RAILROAD TRACK FROM THE
 KH0647'STATION ABOUT 2.5 FEET ABOVE THE ELEVATION OF THE STATION.
 KH0647'IT IS 33.0 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK,
 KH0647'14.0 FEET SOUTH OF A FENCE AND 1.5 FEET WEST OF A TELEGRAPH
 KH0647'POLE.  IT PROJECTS 6 INCHES AND IS STAMPED HEPLER NO 2 1951.
 KH0647'
 KH0647'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0647'NO. 2 IS 92.7 FEET.
 KH0647'
 KH0647'THE AZIMUTH MARK IS 82.0 FEET WEST OF THE CENTER OF A FARM
 KH0647'DRIVEWAY, 74.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 24,
 KH0647'1.5 FEET EAST OF A WITNESS POST AND 1.0 FOOT WEST OF TELEPHONE
 KH0647'POLE L51.  IT PROJECTS 6 INCHES AND IS STAMPED HEPLER 1951.
 KH0647'
 KH0647'TO REACH THE STATION FROM THE STOP LIGHT ON U.S. HIGHWAY
 KH0647'NO. 24 ONE BLOCK SOUTH OF THE POST OFFICE IN COLBY, GO WEST ON
 KH0647'U.S. HIGHWAY NO. 24 FOR 3.6 MILES TO A FARM DRIVEWAY ON THE
 KH0647'RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE WEST ON
 KH0647'U.S. HIGHWAY NO. 24 FOR 0.4 MILE TO A CROSSROAD, TURN RIGHT AND
 KH0647'GO NORTH ON GRADED ROAD FOR 0.1 MILE TO A RAILROAD CROSSING.
 KH0647'TURN LEFT BEFORE CROSSING TRACKS AND GO WEST ALONG THE RIGHT-OF-WAY
 KH0647'OF THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD FOR 0.2 MILE TO
 KH0647'THE STATION JUST NORTH OF THE RIGHT-OF-WAY FENCE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1154 ***********************************************************************
 HE1154  DESIGNATION -  HEPLER
 HE1154  PID         -  HE1154
 HE1154  STATE/COUNTY-  KS/CRAWFORD
 HE1154  USGS QUAD   -  BRAZILTON (1973)
 HE1154
 HE1154                         *CURRENT SURVEY CONTROL
 HE1154  ___________________________________________________________________
 HE1154* NAD 83(1997)-  37 36 06.71136(N)    094 55 21.74583(W)     ADJUSTED  
 HE1154* NAVD 88     -       313.1    (meters)    1027.     (feet)  VERTCON   
 HE1154  ___________________________________________________________________
 HE1154  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 HE1154  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HE1154
 HE1154  HORZ ORDER  -  FIRST
 HE1154
 HE1154.The horizontal coordinates were established by classical geodetic methods
 HE1154.and adjusted by the National Geodetic Survey in October 1998..
 HE1154
 HE1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1154
 HE1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1154
 HE1154.The geoid height was determined by GEOID03.
 HE1154
 HE1154;                    North         East     Units Scale Factor Converg.
 HE1154;SPC KS S     -   509,851.619   715,800.529   MT  0.99995102   +2 11 54.0
 HE1154;UTM  15      - 4,163,380.537   330,274.689   MT  0.99995483   -1 10 24.5
 HE1154
 HE1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1154!SPC KS S     -   0.99995571  x   0.99995102  =   0.99990673
 HE1154!UTM  15      -   0.99995571  x   0.99995483  =   0.99991054
 HE1154
 HE1154:                Primary Azimuth Mark                     Grid Az
 HE1154:SPC KS S     -  ARMA MUNICIPAL TANK                      105 19 33.4
 HE1154:UTM  15      -  ARMA MUNICIPAL TANK                      108 41 51.9
 HE1154
 HE1154|---------------------------------------------------------------------|
 HE1154| PID    Reference Object                     Distance      Geod. Az  |
 HE1154|                                                           dddmmss.s |
 HE1154| HE1140 ARMA MUNICIPAL TANK                 APPROX.21.0 KM 1073127.4 |
 HE1154| CN6408 HEPLER RM 1                          25.729 METERS 12452     |
 HE1154| HE1155 HEPLER 2                             22.783 METERS 18309     |
 HE1154| CN6409 HEPLER RM 2                          18.853 METERS 21703     |
 HE1154| CN6407 HEPLER AZ MK                                       2671537.8 |
 HE1154| HE1156 BRAZILTON EMMANUEL LUTH CHURCH      APPROX. 1.2 KM 2685136.7 |
 HE1154|---------------------------------------------------------------------|
 HE1154
 HE1154                          SUPERSEDED SURVEY CONTROL
 HE1154
 HE1154  NAD 83(1997)-  37 36 06.71659(N)    094 55 21.74577(W) AD(       ) 1
 HE1154  NAD 83(1986)-  37 36 06.72047(N)    094 55 21.73729(W) AD(       ) 1
 HE1154  NAD 27      -  37 36 06.55903(N)    094 55 20.83697(W) AD(       ) 1
 HE1154  NGVD 29 (07/19/86)  313.0    (m)         1027.     (f) VERT ANG       
 HE1154
 HE1154.Superseded values are not recommended for survey control.
 HE1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1154.See file dsdata.txt to determine how the superseded data were derived.
 HE1154
 HE1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3027563381(NAD 83)
 HE1154_MARKER: DS = TRIANGULATION STATION DISK
 HE1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1154
 HE1154  HISTORY     - Date     Condition        Report By
 HE1154  HISTORY     - 1940     MONUMENTED       CGS
 HE1154  HISTORY     - 1965     GOOD             CGS
 HE1154  HISTORY     - 1966     GOOD             CGS
 HE1154  HISTORY     - 1968     GOOD             CGS
 HE1154
 HE1154                          STATION DESCRIPTION
 HE1154
 HE1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE1154'STATION IS 5 MILES WSW OF FARLINGTON, 8-1/2 MILES DUE E OF
 HE1154'WALNUT ON A LOW RIDGE, AND ON THE N SIDE OF A COUNTY ROAD NEAR
 HE1154'THE SW CORNER OF THE SW 1/4 OF SECTION 17, T 28 S, R 23 W.
 HE1154'STATION MARK IS 26 FEET N OF CENTER LINE OF ROAD AT HIGHEST
 HE1154'POINT OF GRADE, 60 FEET NE OF A TELEPHONE POLE, 9 FEET NW OF
 HE1154'WHITE REFERENCE POST, IS STAMPED HEPLER 1940 AND IS SET 1 FOOT
 HE1154'UNDERGROUND.
 HE1154'
 HE1154'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARK ARE STANDARD
 HE1154'BRONZE DISKS SET IN CONCRETE.
 HE1154'
 HE1154'REFERENCE MARK NO. 1 IS ESE ACROSS ROAD FROM STATION, 23 FEET S OF
 HE1154'CENTER LINE OF ROAD, IS STAMPED HEPLER NO. 1 1940 AND PROJECTS
 HE1154'4 INCHES.
 HE1154'
 HE1154'REFERENCE MARK NO. 2 IS SW OF THE STATION, ACROSS ROAD, 23 FEET S
 HE1154'OF THE CENTER LINE OF THE ROAD, 4 FEET W OF A TELEPHONE POLE,
 HE1154'IS STAMPED HEPLER NO. 2 1940 AND PROJECTS 2 INCHES.
 HE1154'
 HE1154'AZIMUTH MARK IS W OF THE STATION IN SE CORNER OF CHURCHYARD,
 HE1154'169 FEET S OF CENTER LINE OF ROAD, 102 FEET E BY S OF SE CORNER
 HE1154'OF CHURCH, 43 FEET N OF SE CORNER OF CHURCHYARD, 1-1/2 FEET W OF
 HE1154'FENCE LINE, 3-1/2 FEET S OF WHITE REFERENCE POST, IS STAMPED
 HE1154'HEPLER 1940 AND PROJECTS 10 INCHES.
 HE1154'
 HE1154'TO REACH THE STATION FROM WALNUT, GO E ON GRAVEL ROAD FOR 7.7
 HE1154'MILES TO THE EMANUEL LUTHERN CHURCH ON THE S SIDE OF THE ROAD
 HE1154'(AZIMUTH MARK IS IN SE CORNER OF CHURCHYARD), CONTINUE E FOR 0.7
 HE1154'MILE TO STATION ON N SIDE OF ROAD.
 HE1154'
 HE1154'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HE1154
 HE1154                          STATION RECOVERY (1965)
 HE1154
 HE1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1154'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HE1154'RECOVERED.  DIFFERENCES IN DIRECTIONS AND DISTANCES TO THE
 HE1154'REFERENCE MARKS WAS NOTED.  BECAUSE OF RECENT ROAD IMPROVEMENT A
 HE1154'NEW ROUTING TO THE STATION IS NOTED.  FOLLOWING IS A COMPLETE
 HE1154'NEW DESCRIPTION.
 HE1154'
 HE1154'THE STATION IS ABOUT 8 MILES EAST OF WALNUT, 5-1/2 MILES
 HE1154'WEST-SOUTHWEST OF FARLINGTON, ON THE NORTH RIGHT-OF-WAY OF AN
 HE1154'EAST-WEST COUNTY ROAD.
 HE1154'
 HE1154'TO REACH THE STATION FROM THE EAST RAILROAD CROSSING IN WALNUT,
 HE1154'GO EAST ON STATE HIGHWAY 146 FOR 5.5 MILES TO STATE HIGHWAY
 HE1154'3 ON THE LEFT.  CONTINUE EAST FOR 0.45 MILE TO A POINT WHERE THE
 HE1154'HIGHWAY TURNS SOUTH.  CONTINUE EAST ON A GRAVELED COUNTY ROAD
 HE1154'FOR 1.55 MILES TO THE EMMANUEL LUTHERAN CHURCH AND THE AZIMUTH
 HE1154'MARK ON THE RIGHT.  CONTINUE EAST FOR 0.7 MILE TO THE STATION ON
 HE1154'THE LEFT.
 HE1154'
 HE1154'THE STATION MARK IS A STANDARD DISK, STAMPED HEPLER 1940, SET IN
 HE1154'THE TOP OF A 12 INCH-SQUARE CONCRETE POST 1 FOOT BELOW THE GROUND
 HE1154'SURFACE.  IT IS 59.5 FEET NORTHEAST OF A POWERLINE POLE, 54.5 FEET
 HE1154'EAST OF A TELEPHONE LINE POLE, 27.2 FEET NORTH OF THE CENTERLINE
 HE1154'OF THE ROAD AND 2.1 FEET NORTH OF A NORTH-RIGHT-OF-WAY FENCE.
 HE1154'
 HE1154'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HEPLER NO 1 1940, SET
 HE1154'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 HE1154'IT IS 102.3 FEET EAST OF THE POWERLINE POLE, 24.2 FEET SOUTH OF
 HE1154'THE CENTERLINE OF THE ROAD, ABOUT 3 FEET NORTH OF THE NORTH EDGE
 HE1154'OF A CULTIVATED FIELD AND AT ABOUT THE SAME ELEVATION AS THE
 HE1154'STATION.
 HE1154'
 HE1154'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HEPLER NO 2 1940,
 HE1154'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 2
 HE1154'INCHES.  IT IS 24.7 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 HE1154'3.7 FEET WEST OF THE POWERLINE POLE AND AT ABOUT THE SAME
 HE1154'ELEVATION AS THE STATION.
 HE1154'
 HE1154'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HEPLER 1940, SET
 HE1154'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 4
 HE1154'INCHES.  IT IS 101.8 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 HE1154'OF THE CHURCH, 170.3 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 HE1154'ROAD AND 1.0 FEET WEST OF A NORTH-SOUTH FENCE.
 HE1154'
 HE1154'A TELEPHONE LINE RUNS DIRECTLY OVER THE STATION MARK.  A 77
 HE1154'FOOT TOWER WAS ERECTED OVER AN ECCENTRIC POINT.
 HE1154'
 HE1154'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 HE1154
 HE1154                          STATION RECOVERY (1966)
 HE1154
 HE1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1154'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE1154'WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
 HE1154
 HE1154                          STATION RECOVERY (1968)
 HE1154
 HE1154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HE1154'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DUE TO
 HE1154'HIGHWAY CONSTRUCTION A REQUEST WAS MADE BY THE CRAWFORD COUNTY
 HE1154'ROAD SUPERINTENDENT TO MOVE THE STATION OUT OF THE WAY OF
 HE1154'CONSTRUCTION, THEREFORE HEPLER 2 WAS ESTABLISHED.
 HE1154'
 HE1154'FOR DETAILS SEE DESCRIPTION FOR HEPLER 2.
 HE1154'
 HE1154'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTHWEST
 HE1154'OF FARLINTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1155 ***********************************************************************
 HE1155  DESIGNATION -  HEPLER 2
 HE1155  PID         -  HE1155
 HE1155  STATE/COUNTY-  KS/CRAWFORD
 HE1155  USGS QUAD   -  BRAZILTON (1973)
 HE1155
 HE1155                         *CURRENT SURVEY CONTROL
 HE1155  ___________________________________________________________________
 HE1155* NAD 83(1997)-  37 36 05.97348(N)    094 55 21.79675(W)     ADJUSTED  
 HE1155* NAVD 88     -       313.     (meters)    1027.     (feet)  VERTCON   
 HE1155  ___________________________________________________________________
 HE1155  X           -    -434,187.564 (meters)                     COMP
 HE1155  Y           -  -5,041,088.073 (meters)                     COMP
 HE1155  Z           -   3,870,681.559 (meters)                     COMP
 HE1155  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 HE1155  ELLIP HEIGHT-         282.19  (meters)          (10/02/98) GPS OBS
 HE1155  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 HE1155
 HE1155  HORZ ORDER  -  THIRD
 HE1155  ELLP ORDER  -  FOURTH    CLASS I
 HE1155
 HE1155.The horizontal coordinates were established by classical geodetic methods
 HE1155.and adjusted by the National Geodetic Survey in October 1998..
 HE1155.No horizontal observational check was made to the station.
 HE1155
 HE1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1155
 HE1155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1155
 HE1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1155
 HE1155.The ellipsoidal height was determined by GPS observations
 HE1155.and is referenced to NAD 83.
 HE1155
 HE1155.The geoid height was determined by GEOID03.
 HE1155
 HE1155;                    North         East     Units Scale Factor Converg.
 HE1155;SPC KS S     -   509,828.840   715,800.153   MT  0.99995104   +2 11 54.0
 HE1155;UTM  15      - 4,163,357.819   330,272.975   MT  0.99995484   -1 10 24.5
 HE1155
 HE1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1155!SPC KS S     -   0.99995572  x   0.99995104  =   0.99990676
 HE1155!UTM  15      -   0.99995572  x   0.99995484  =   0.99991056
 HE1155
 HE1155|---------------------------------------------------------------------|
 HE1155| PID    Reference Object                     Distance      Geod. Az  |
 HE1155|                                                           dddmmss.s |
 HE1155| HE1154 HEPLER                               22.783 METERS 00309     |
 HE1155| CN6410 HEPLER 2 RM 3                                      08934     |
 HE1155| CN6407 HEPLER AZ MK                                       2682242.3 |
 HE1155| CN6411 HEPLER 2 RM 4                                      27004     |
 HE1155|---------------------------------------------------------------------|
 HE1155
 HE1155                          SUPERSEDED SURVEY CONTROL
 HE1155
 HE1155  NAD 83(1997)-  37 36 05.97847(N)    094 55 21.79670(W) AD(       ) 3
 HE1155  NAD 83(1986)-  37 36 05.98218(N)    094 55 21.78823(W) AD(       ) 3
 HE1155  NAD 27      -  37 36 05.82072(N)    094 55 20.88795(W) AD(       ) 3
 HE1155  NGVD 29 (07/19/86)  313.     (m)         1027.     (f) VERT ANG       
 HE1155
 HE1155.Superseded values are not recommended for survey control.
 HE1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1155.See file dsdata.txt to determine how the superseded data were derived.
 HE1155
 HE1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3027363358(NAD 83)
 HE1155_MARKER: DS = TRIANGULATION STATION DISK
 HE1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1155_SP_SET: CONCRETE POST
 HE1155_STAMPING: HEPLER 2 1968
 HE1155_MARK LOGO: CGS   
 HE1155_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1155+STABILITY: SURFACE MOTION
 HE1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1155+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1989
 HE1155
 HE1155  HISTORY     - Date     Condition        Report By
 HE1155  HISTORY     - 1968     MONUMENTED       CGS
 HE1155  HISTORY     - 1968     GOOD             CGS
 HE1155  HISTORY     - 19890701 GOOD             NGS
 HE1155
 HE1155                          STATION DESCRIPTION
 HE1155
 HE1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HE1155'STATION IS LOCATED 5 MILES WEST-SOUTHWEST OF FARLINGTON,
 HE1155'8-1/2 MILES EAST OF WALNUT AND NEAR THE NORTHWEST CORNER
 HE1155'OF THE NW 1/4 OF SEC. 20, T 28 S, R 23 W.  STATION IS 141
 HE1155'FEET EAST OF A POWERLINE POLE, 139-1/2 FEET WEST OF A POWERLINE
 HE1155'POLE, 50 FEET SOUTH OF THE CENTERLINE OF ROAD AND 1 FOOT NORTH
 HE1155'OF A WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE
 HE1155'TOP OF A ROUND CONCRETE POST AND STAMPED HEPLER 2 1968.
 HE1155'PROJECTS 2 INCHES.
 HE1155'
 HE1155'TO REACH FROM THE EAST RAILROAD CROSSING IN WALNUT, GO EAST
 HE1155'ON STATE HIGHWAY 146 FOR 5.5 MILES TO STATE HIGHWAY 3.  CONTINUE
 HE1155'EAST FOR 0.45 MILE TO POINT WHERE HIGHWAY TURNS SOUTH.  CONTINUE
 HE1155'EAST ON COUNTY ROAD FOR 1.55 MILES TO EMMANUEL LUTHERAN
 HE1155'CHURCH ON RIGHT AND AZIMUTH MARK AS DESCRIBED.  CONTINUE EAST FOR
 HE1155'0.7 MILE TO STATION ON RIGHT (SOUTH) SIDE OF ROAD.
 HE1155'
 HE1155'REFERENCE MARK NO. 3 A STANDARD DISK SET IN THE TOP OF A ROUND
 HE1155'CONCRETE POST AND STAMPED HEPLER 2 NO 3 1968, IS 50 FEET
 HE1155'SOUTH OF THE CENTERLINE OF ROAD AND 2 FEET WEST OF A POWERLINE
 HE1155'POLE.  THE MARK PROJECTS 3 INCHES.
 HE1155'
 HE1155'REFERENCE MARK NO. 4, A STANDARD DISK SET IN THE TOP OF A
 HE1155'ROUND CONCRETE POST AND STAMPED HEPLER 2 NO 4 1968, IS 50
 HE1155'FEET SOUTH OF THE CENTERLINE OF ROAD AND 3 FEET EAST OF A
 HE1155'POWERLINE POLE.  THE MARK PROJECTS 3 INCHES.
 HE1155'
 HE1155'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 HE1155'CONCRETE POST AND STAMPED HEPLER 1940, IS 170 FEET SOUTH
 HE1155'OF CENTERLINE OF ROAD, 102 FEET EAST OF THE SOUTHEAST CORNER
 HE1155'OF CHURCH, 1-1/2 FEET WEST OF FENCE AND 1 FOOT WEST OF WITNESS
 HE1155'POST.  THE MARK PROJECTS 4 INCHES.
 HE1155
 HE1155                          STATION RECOVERY (1968)
 HE1155
 HE1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 HE1155'RECOVERED IN GOOD CONDITION.
 HE1155
 HE1155                          STATION RECOVERY (1989)
 HE1155
 HE1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HE1155'THE STATION IS LOCATED ABOUT 13 KM (8.10 MI) EAST OF WALNUT, 9.5 KM
 HE1155'(5.90 MI) WEST OF FARINGTON, ALONG A PAVED ROAD, ON THE EDGE OF THE
 HE1155'RIGHT-OF-WAY AT A CULTIVATED FIELD, IN THE NORTHWEST 1/4 OF SECTION
 HE1155'20, T 28 S, R 23 E.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 HE1155'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 146 AND THE
 HE1155'NORTH END OF MAIN STREET IN WALNUT, GO EAST ON HIGHWAY 146 FOR 9.3 KM
 HE1155'(5.80 MI) TO THE JUNCTION OF STATE HIGHWAY 3 ON THE LEFT.  CONTINUE
 HE1155'EAST ON HIGHWAY 3 FOR 0.8 KM (0.50 MI) TO A PAVED ROAD LEFT.  TURN
 HE1155'LEFT AND GO EAST FOR 3.2 KM (2.00 MI) TO A GRAVEL CROSSROAD.  CONTINUE
 HE1155'AHEAD FOR 0.15 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 HE1155'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM ROUND
 HE1155'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 47.8 M (156.8 FT) EAST
 HE1155'OF A UTILITY POLE, 42.7 M (140.1 FT) WEST OF A UTILITY POLE, 15.0 M
 HE1155'(49.2 FT) SOUTH OF THE ROAD CENTER AND 0.2 M (0.7 FT) SOUTH OF A METAL
 HE1155'WITNESS POST.
 HE1155'DESCRIBED BY G.R. HEID, TYPED BY HJS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1050 ***********************************************************************
 KF1050  DESIGNATION -  HEREFORD
 KF1050  PID         -  KF1050
 KF1050  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1050  USGS QUAD   -  TUTTLE CREEK DAM (1978)
 KF1050
 KF1050                         *CURRENT SURVEY CONTROL
 KF1050  ___________________________________________________________________
 KF1050* NAD 83(1997)-  39 16 18.52746(N)    096 35 34.12997(W)     ADJUSTED  
 KF1050* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 KF1050  ___________________________________________________________________
 KF1050  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 KF1050  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 KF1050
 KF1050  HORZ ORDER  -  SECOND
 KF1050
 KF1050.The horizontal coordinates were established by classical geodetic methods
 KF1050.and adjusted by the National Geodetic Survey in October 1998..
 KF1050
 KF1050.The orthometric height was scaled from a topographic map.
 KF1050
 KF1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1050
 KF1050.The geoid height was determined by GEOID03.
 KF1050
 KF1050;                    North         East     Units Scale Factor Converg.
 KF1050;SPC KS N     -   105,125.522   521,421.584   MT  0.99995692   +0 53 25.2
 KF1050;UTM  14      - 4,349,702.822   707,654.867   MT  1.00013096   +1 31 27.5
 KF1050
 KF1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1050!SPC KS N     -   1.00000466  x   0.99995692  =   0.99996158
 KF1050!UTM  14      -   1.00000466  x   1.00013096  =   1.00013562
 KF1050
 KF1050:                Primary Azimuth Mark                     Grid Az
 KF1050:SPC KS N     -  MANHATTAN ROCKY FORD POWER STK           170 12 56.9
 KF1050:UTM  14      -  MANHATTAN ROCKY FORD POWER STK           169 34 54.6
 KF1050
 KF1050|---------------------------------------------------------------------|
 KF1050| PID    Reference Object                     Distance      Geod. Az  |
 KF1050|                                                           dddmmss.s |
 KF1050| KF1060 MANHATTAN ROCKY FORD POWER STK      APPROX. 3.7 KM 1710622.1 |
 KF1050| CL7067 HEREFORD RM 1                        18.467 METERS 25052     |
 KF1050| CL7066 HEREFORD AZ MK                                     3383645.7 |
 KF1050| CL7068 HEREFORD RM 2                        19.413 METERS 34230     |
 KF1050|---------------------------------------------------------------------|
 KF1050
 KF1050                          SUPERSEDED SURVEY CONTROL
 KF1050
 KF1050  NAD 83(1997)-  39 16 18.53366(N)    096 35 34.12700(W) AD(       ) 2
 KF1050  NAD 83(1986)-  39 16 18.53355(N)    096 35 34.12717(W) AD(       ) 2
 KF1050  NAD 27      -  39 16 18.55600(N)    096 35 33.10500(W) AD(       ) 2
 KF1050
 KF1050.Superseded values are not recommended for survey control.
 KF1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1050.See file dsdata.txt to determine how the superseded data were derived.
 KF1050
 KF1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0765549703(NAD 83)
 KF1050_MARKER: DS = TRIANGULATION STATION DISK
 KF1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1050
 KF1050  HISTORY     - Date     Condition        Report By
 KF1050  HISTORY     - 1947     MONUMENTED       CGS
 KF1050  HISTORY     - 1965     MARK NOT FOUND   CGS
 KF1050  HISTORY     - 1966     MARK NOT FOUND   CGS
 KF1050
 KF1050                          STATION DESCRIPTION
 KF1050
 KF1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1050'THE STATION IS LOCATED IN THE BLUE RIVER VALLEY IN THE NE 1/4,
 KF1050'SEC. 13, T. 9 S., R. 7 E., ABOUT 6 MILES NORTH OF MANHATTAN, 0.2
 KF1050'MILE NORTH OF A SMALL WOODEN BRIDGE ACROSS MC INTIRE CREEK, 26
 KF1050'FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD, 13 FEET
 KF1050'SOUTHWEST OF A STONE FENCE, AND 12 FEET SOUTHWEST OF A REFERENCE
 KF1050'POST.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED HEREFORD
 KF1050'1947.
 KF1050'
 KF1050'REFERENCE MARK NO. 1 IS 34 FEET SOUTHWEST OF THE CENTERLINE OF
 KF1050'A GRAVELED ROAD AND 1 FOOT NORTHEAST OF A WIRE FENCE.  IT
 KF1050'PROJECTS 6 INCHES AND IS STAMPED HEREFORD NO 1 1947.
 KF1050'
 KF1050'REFERENCE MARK NO. 2 IS 32 FEET NORTHEAST OF THE CENTERLINE OF A
 KF1050'GRAVELED ROAD AND 1 FOOT WEST OF A STONE FENCE.  IT PROJECTS 4
 KF1050'INCHES AND IS STAMPED HEREFORD NO 2 1947.
 KF1050'
 KF1050'AZIMUTH MARK IS 83 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 25
 KF1050'FEET WEST-SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD, 17
 KF1050'FEET NORTHWEST OF A POWER LINE POLE, 1 FOOT WEST OF A REFERENCE
 KF1050'POST, AND 1 FOOT EAST OF A WIRE FENCE.  IT PROJECTS 4 INCHES AND
 KF1050'IS STAMPED HEREFORD 1947.
 KF1050'
 KF1050'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 40 AND
 KF1050'STATE HIGHWAY NO. 13 IN MANHATTAN, GO NORTH ON STATE HIGHWAY NO.
 KF1050'13 FOR 1.3 MILES, TURN RIGHT OVER AN OVERPASS AND GO 3.3 MILES TO
 KF1050'A STEEL BRIDGE OVER THE BLUE RIVER, CROSS BRIDGE AND CONTINUE
 KF1050'FOR 2.7 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 KF1050'
 KF1050'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED
 KF1050'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KF1050'
 KF1050'A 4 FOOT SIGNAL AT SCHULTZ IS VISIBLE AT 5 FEET.
 KF1050'
 KF1050'A 37 FOOT SIGNAL AT MANHATTAN IS VISIBLE AT 37 FEET.
 KF1050'
 KF1050'A 4 FOOT SIGNAL AT KANSAS STATE IS VISIBLE AT 5 FEET.
 KF1050'
 KF1050'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1050
 KF1050                          STATION RECOVERY (1965)
 KF1050
 KF1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1050'A SEARCH WAS MADE IN THE AREA AND NO MARKS WERE FOUND.  ALSO CHECKED
 KF1050'WITH U.S. ARMY ENGINEERS AND IT INDUCATED ON THE MAP THAT IT IS NOW
 KF1050'UNDER WATER OR WAS DESTROYED AT THE TIME OF CONSTRUCTION OF THE
 KF1050'TUTTLE CREEK DAM.
 KF1050
 KF1050                          STATION RECOVERY (1966)
 KF1050
 KF1050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1050'THIS STATION IS DESTROYED AS IT IS UNDER WATER OF THE TUTTLE CREEK
 KF1050'RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0406 ***********************************************************************
 JF0406  DESIGNATION -  HERINGTON
 JF0406  PID         -  JF0406
 JF0406  STATE/COUNTY-  KS/DICKINSON
 JF0406  USGS QUAD   -  HERINGTON (1972)
 JF0406
 JF0406                         *CURRENT SURVEY CONTROL
 JF0406  ___________________________________________________________________
 JF0406* NAD 83(1986)-  38 39 58.     (N)    096 56 45.     (W)     SCALED    
 JF0406* NAVD 88     -       406.405  (meters)    1333.35   (feet)  ADJUSTED  
 JF0406  ___________________________________________________________________
 JF0406  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 JF0406  DYNAMIC HT  -         406.115 (meters)    1332.40  (feet)  COMP
 JF0406  MODELED GRAV-     979,901.6   (mgal)                       NAVD 88
 JF0406
 JF0406  VERT ORDER  -  SECOND    CLASS 0
 JF0406
 JF0406.The horizontal coordinates were scaled from a topographic map and have
 JF0406.an estimated accuracy of +/- 6 seconds.
 JF0406
 JF0406.The orthometric height was determined by differential leveling
 JF0406.and adjusted by the National Geodetic Survey in June 1991..
 JF0406
 JF0406.The geoid height was determined by GEOID03.
 JF0406
 JF0406.The dynamic height is computed by dividing the NAVD 88
 JF0406.geopotential number by the normal gravity value computed on the
 JF0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0406.degrees latitude (g = 980.6199 gals.).
 JF0406
 JF0406.The modeled gravity was interpolated from observed gravity values.
 JF0406
 JF0406;                    North         East    Units  Estimated Accuracy
 JF0406;SPC KS N     -    37,480.      491,750.      MT  (+/- 180 meters Scaled)
 JF0406
 JF0406                          SUPERSEDED SURVEY CONTROL
 JF0406
 JF0406  NGVD 29 (??/??/92)  406.256  (m)         1332.86   (f) ADJ UNCH    2 0
 JF0406
 JF0406.Superseded values are not recommended for survey control.
 JF0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0406.See file dsdata.txt to determine how the superseded data were derived.
 JF0406
 JF0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH787817(NAD 83)
 JF0406_MARKER: DB = BENCH MARK DISK
 JF0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0406_SP_SET: BUILDING
 JF0406_STAMPING: HERINGTON 1934
 JF0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0406
 JF0406  HISTORY     - Date     Condition        Report By
 JF0406  HISTORY     - 1934     MONUMENTED       CGS
 JF0406  HISTORY     - 1935     GOOD             NGS
 JF0406  HISTORY     - 1968     GOOD             NGS
 JF0406
 JF0406                          STATION DESCRIPTION
 JF0406
 JF0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0406'IN HERINGTON.
 JF0406'BRONZE DISC SET IN THE SOUTHWEST CORNER OF THE DAILY HOTEL ON
 JF0406'WALNUT STREET AT SECOND, 12 INCHES ABOVE SIDE WALK.
 JF0406
 JF0406                          STATION RECOVERY (1968)
 JF0406
 JF0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1476 ***********************************************************************
 JF1476  DESIGNATION -  HERINGTON ARMY AIR BASE SPIPE
 JF1476  PID         -  JF1476
 JF1476  STATE/COUNTY-  KS/MORRIS
 JF1476  USGS QUAD   -  DELAVAN (1972)
 JF1476
 JF1476                         *CURRENT SURVEY CONTROL
 JF1476  ___________________________________________________________________
 JF1476* NAD 83(1997)-  38 41 29.48159(N)    096 48 51.43988(W)     ADJUSTED  
 JF1476* NAVD 88     -                                                        
 JF1476  ___________________________________________________________________
 JF1476  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 JF1476  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 JF1476
 JF1476  HORZ ORDER  -  THIRD
 JF1476
 JF1476.This mark is at Herington Municipal Airport (HRU)
 JF1476
 JF1476.The horizontal coordinates were established by classical geodetic methods
 JF1476.and adjusted by the National Geodetic Survey in October 1998..
 JF1476
 JF1476
 JF1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1476
 JF1476.The geoid height was determined by GEOID03.
 JF1476
 JF1476;                    North         East     Units Scale Factor Converg.
 JF1476;SPC KS N     -    40,438.217   503,155.877   MT  1.00000415   +0 45 00.8
 JF1476;UTM  14      - 4,284,812.651   690,093.798   MT  1.00004500   +1 22 00.3
 JF1476
 JF1476                          SUPERSEDED SURVEY CONTROL
 JF1476
 JF1476  NAD 83(1986)-  38 41 29.48934(N)    096 48 51.43813(W) AD(       ) 4
 JF1476  NAD 27      -  38 41 29.46368(N)    096 48 50.40012(W) AD(       ) 3
 JF1476
 JF1476.Superseded values are not recommended for survey control.
 JF1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1476.See file dsdata.txt to determine how the superseded data were derived.
 JF1476
 JF1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH9009484813(NAD 83)
 JF1476_MARKER: 52 = STANDPIPE TANK
 JF1476
 JF1476  HISTORY     - Date     Condition        Report By
 JF1476  HISTORY     - 1957     FIRST OBSERVED   CGS
 JF1476
 JF1476                          STATION DESCRIPTION
 JF1476
 JF1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 JF1476'THE STATION IS THE CENTER OF THE TOP OF THE HERINGTON ARMY AIR
 JF1476'BASE STANDPIPE.  IT IS LOCATED ABOUT 7.5 MILES EAST OF HERINGTON
 JF1476'AND 2 MILES NORTH OF DELAVAN, ON THE SOUTH EDGE OF THE AIR BASE.
 JF1476'IT IS A LARGE CONCRETE STRUCTURE 125 FEET HIGH, PAINTED IN FADED
 JF1476'COLORS OF RED AND YELLOW BLOCKS AT THE TOP OF THE STRUCTURE.
 JF1476'
 JF1476'THE AIR BASE FACILITIES ARE NOW LEASED TO THE BEECH AIRCRAFT
 JF1476'CORPORATION (HERINGTON DIVISION) OF WICHITA, KANSAS.  THE LANDING
 JF1476'FIELD IS OCCASIONALLY USED BY THE U.S. AIR FORCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1481 ***********************************************************************
 JF1481  DESIGNATION -  HERINGTON MUNICIPAL TANK
 JF1481  PID         -  JF1481
 JF1481  STATE/COUNTY-  KS/DICKINSON
 JF1481  USGS QUAD   -  HERINGTON (1972)
 JF1481
 JF1481                         *CURRENT SURVEY CONTROL
 JF1481  ___________________________________________________________________
 JF1481* NAD 83(1997)-  38 40 05.99734(N)    096 56 31.23941(W)     ADJUSTED  
 JF1481* NAVD 88     -                                                        
 JF1481  ___________________________________________________________________
 JF1481  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JF1481  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 JF1481
 JF1481  HORZ ORDER  -  THIRD
 JF1481
 JF1481.The horizontal coordinates were established by classical geodetic methods
 JF1481.and adjusted by the National Geodetic Survey in October 1998..
 JF1481
 JF1481
 JF1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1481
 JF1481.The geoid height was determined by GEOID03.
 JF1481
 JF1481;                    North         East     Units Scale Factor Converg.
 JF1481;SPC KS N     -    37,726.404   492,074.774   MT  1.00000815   +0 40 09.9
 JF1481;SPC KS S     -   623,297.309   535,587.432   MT  1.00002169   +0 57 26.7
 JF1481;UTM  14      - 4,281,981.696   679,042.373   MT  0.99999477   +1 17 10.3
 JF1481
 JF1481                          SUPERSEDED SURVEY CONTROL
 JF1481
 JF1481  NAD 83(1986)-  38 40 06.00538(N)    096 56 31.23692(W) AD(       ) 4
 JF1481  NAD 27      -  38 40 05.97526(N)    096 56 30.18953(W) AD(       ) 3
 JF1481
 JF1481.Superseded values are not recommended for survey control.
 JF1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1481.See file dsdata.txt to determine how the superseded data were derived.
 JF1481
 JF1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7904281982(NAD 83)
 JF1481_MARKER: 51 = TANK
 JF1481
 JF1481  HISTORY     - Date     Condition        Report By
 JF1481  HISTORY     - 1935     FIRST OBSERVED   CGS
 JF1481
 JF1481                          STATION DESCRIPTION
 JF1481
 JF1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1481'POINT SIGHTED UPON WAS LIGHT ATOP MUNICIPAL WATER TANK LOCATED IN
 JF1481'THE EAST CENTRAL PORTION OF HERINGTON, ABOUT 100 FEET HIGH, BUILT
 JF1481'IN 1908, PAINTED SILVER, 1 BLOCK EAST OF SOUTH BROADWAY STREET.
 JF1481'
 JF1481'STATION OBSERVED UPON FROM KAISER, ALBRECHT, MILLER, BURDICK,
 JF1481'SELLIN AND SHEPHERD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1480 ***********************************************************************
 JF1480  DESIGNATION -  HERINGTON ST JOHNS CATH CHURCH
 JF1480  PID         -  JF1480
 JF1480  STATE/COUNTY-  KS/DICKINSON
 JF1480  USGS QUAD   -  HERINGTON (1972)
 JF1480
 JF1480                         *CURRENT SURVEY CONTROL
 JF1480  ___________________________________________________________________
 JF1480* NAD 83(1997)-  38 40 38.54249(N)    096 56 36.43129(W)     ADJUSTED  
 JF1480* NAVD 88     -                                                        
 JF1480  ___________________________________________________________________
 JF1480  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JF1480  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 JF1480
 JF1480  HORZ ORDER  -  THIRD
 JF1480
 JF1480.The horizontal coordinates were established by classical geodetic methods
 JF1480.and adjusted by the National Geodetic Survey in October 1998..
 JF1480
 JF1480
 JF1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1480
 JF1480.The geoid height was determined by GEOID03.
 JF1480
 JF1480;                    North         East     Units Scale Factor Converg.
 JF1480;SPC KS N     -    38,728.437   491,937.560   MT  1.00000657   +0 40 06.6
 JF1480;SPC KS S     -   624,298.654   535,445.181   MT  1.00002377   +0 57 23.6
 JF1480;UTM  14      - 4,282,982.180   678,894.380   MT  0.99999411   +1 17 08.0
 JF1480
 JF1480                          SUPERSEDED SURVEY CONTROL
 JF1480
 JF1480  NAD 83(1986)-  38 40 38.55036(N)    096 56 36.42959(W) AD(       ) 4
 JF1480  NAD 27      -  38 40 38.52120(N)    096 56 35.38396(W) AD(       ) 3
 JF1480
 JF1480.Superseded values are not recommended for survey control.
 JF1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1480.See file dsdata.txt to determine how the superseded data were derived.
 JF1480
 JF1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7889482982(NAD 83)
 JF1480_MARKER: 89 = SPIRE
 JF1480
 JF1480  HISTORY     - Date     Condition        Report By
 JF1480  HISTORY     - 1935     FIRST OBSERVED   CGS
 JF1480
 JF1480                          STATION DESCRIPTION
 JF1480
 JF1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1480'POINT OBSERVED UPON WAS WOODEN CROSS ATOP SILVER TOPPED SPIRE
 JF1480'ON ST. JOHNS CHURCH (CATHOLIC) ON WEST END OF BUILDING, LOCATED
 JF1480'IN THE NORTH CENTRAL PORTION OF HERINGTON.  TO REACH FROM THE
 JF1480'INTERSECTION OF ROCK ISLAND RAILROAD TRACKS AND NORTH BROADWAY,
 JF1480'GO 0.35 MILE NORTH TO CHURCH ON RIGHT (EAST).  CONSTRUCTED IN
 JF1480'1908 OF BRICK.  SPIRE ABOUT 70 FEET HIGH.
 JF1480'
 JF1480'STATION OBSERVED UPON FROM ALBRECHT AND SELLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1665 ***********************************************************************
 JF1665  DESIGNATION -  HERIPORT
 JF1665  PID         -  JF1665
 JF1665  STATE/COUNTY-  KS/MORRIS
 JF1665  USGS QUAD   -  DELAVAN (1972)
 JF1665
 JF1665                         *CURRENT SURVEY CONTROL
 JF1665  ___________________________________________________________________
 JF1665* NAD 83(1997)-  38 41 45.32495(N)    096 48 29.80789(W)     ADJUSTED  
 JF1665* NAVD 88     -       451.1    (meters)    1480.     (feet)  VERTCON   
 JF1665  ___________________________________________________________________
 JF1665  X           -    -590,938.969 (meters)                     COMP
 JF1665  Y           -  -4,949,679.059 (meters)                     COMP
 JF1665  Z           -   3,966,290.733 (meters)                     COMP
 JF1665  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 JF1665  ELLIP HEIGHT-         421.53  (meters)          (10/02/98) GPS OBS
 JF1665  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 JF1665
 JF1665  HORZ ORDER  -  THIRD
 JF1665  ELLP ORDER  -  FOURTH    CLASS I
 JF1665
 JF1665.This mark is at Herington Municipal Airport (HRU)
 JF1665
 JF1665.The horizontal coordinates were established by GPS observations
 JF1665.and adjusted by the National Geodetic Survey in October 1998..
 JF1665
 JF1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1665
 JF1665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF1665
 JF1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1665
 JF1665.The ellipsoidal height was determined by GPS observations
 JF1665.and is referenced to NAD 83.
 JF1665
 JF1665.The geoid height was determined by GEOID03.
 JF1665
 JF1665;                    North         East     Units Scale Factor Converg.
 JF1665;SPC KS N     -    40,933.585   503,672.186   MT  1.00000341   +0 45 14.5
 JF1665;UTM  14      - 4,285,313.568   690,604.767   MT  1.00004740   +1 22 14.3
 JF1665
 JF1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1665!SPC KS N     -   0.99993387  x   1.00000341  =   0.99993728
 JF1665!UTM  14      -   0.99993387  x   1.00004740  =   0.99998126
 JF1665
 JF1665:                Primary Azimuth Mark                     Grid Az
 JF1665:SPC KS N     -  HERIPORT AZ MK                           359 15 30.1
 JF1665:UTM  14      -  HERIPORT AZ MK                           358 38 30.3
 JF1665
 JF1665|---------------------------------------------------------------------|
 JF1665| PID    Reference Object                     Distance      Geod. Az  |
 JF1665|                                                           dddmmss.s |
 JF1665| JF1666 HERIPORT AZ MK                      491.489 METERS 0000044.6 |
 JF1665|---------------------------------------------------------------------|
 JF1665
 JF1665                          SUPERSEDED SURVEY CONTROL
 JF1665
 JF1665  NAD 83(1986)-  38 41 45.33209(N)    096 48 29.80675(W) AD(       ) 3
 JF1665  NGVD 29 (02/23/90)  451.0    (m)         1480.     (f) GPS OBS        
 JF1665
 JF1665.Superseded values are not recommended for survey control.
 JF1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1665.See file dsdata.txt to determine how the superseded data were derived.
 JF1665
 JF1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH9060585314(NAD 83)
 JF1665_MARKER: I = METAL ROD
 JF1665_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JF1665_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JF1665_STAMPING: HERIPORT 1989
 JF1665_MARK LOGO: NGS   
 JF1665_PROJECTION: FLUSH
 JF1665_MAGNETIC: I = MARKER IS A STEEL ROD
 JF1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1665+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JF1665_ROD/PIPE-DEPTH: 1.80 meters
 JF1665_SLEEVE-DEPTH  : 01.0 meters
 JF1665
 JF1665  HISTORY     - Date     Condition        Report By
 JF1665  HISTORY     - 1989     MONUMENTED       NGS
 JF1665
 JF1665                          STATION DESCRIPTION
 JF1665
 JF1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 JF1665'THE STATION IS LOCATED ABOUT 12.0 KM (7.45 MI) EAST OF HERINGTON, AT
 JF1665'THE HERINGTON MUNICIPAL AIRPORT, IN THE SOUTHWEST ANGLE OF THE
 JF1665'JUNCTION OF RUNWAY 17-35 AND A CONNECTING TAXIWAY.
 JF1665'OWNERSHIP--TRI-COUNTY AIRPORT AUTHORITY, C/O AIRPORT MANAGER FRED
 JF1665'EDMONSON, BOX 345, HERINGTON KS 67449.  PHONE (913)258-2507.
 JF1665'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 56
 JF1665'EAST, GO EASTERLY FOR 10.0 KM (6.20 MI) ON HIGHWAY 56 TO A HARDPACK
 JF1665'CROSSROAD, JUST BEFORE REACHING THE DELAVAN COMMUNITY.  TURN LEFT AND
 JF1665'GO NORTH FOR 4.0 KM (2.50 MI) ON THE HARDPACK ROAD TO A T-JUNCTION.
 JF1665'TURN RIGHT AND GO EAST FOR 0.7 KM (0.45 MI) ON THE HARDPACK ROAD,
 JF1665'WHICH TURNS TO PAVED, TO THE ROADS END AT A CONCRETE APRON.  CONTINUE
 JF1665'EAST FOR 0.3 KM (0.20 MI) ACROSS THE APRON AND ON A CONNECTING TAXIWAY
 JF1665'TO THE STATION ON THE RIGHT, JUST BEFORE REACHING RUNWAY 17-35.
 JF1665'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 JF1665'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 1.8 METERS IN A GREASE
 JF1665'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 JF1665'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 JF1665'17.2 M (56.4 FT) SOUTHWEST FROM THE JUNCTION OF THE WEST EDGE OF THE
 JF1665'RUNWAY AND THE CENTER OF THE CONNECTING TAXIWAY, 3.8 M (12.5 FT) WEST
 JF1665'FROM THE WEST EDGE OF THE OLD CONCRETE PORTION OF THE RUNWAY, AND 2.8
 JF1665'M (9.2 FT) SOUTH FROM THE SOUTH EDGE OF THE CONNECTING TAXIWAY.
 JF1665'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1666 ***********************************************************************
 JF1666  DESIGNATION -  HERIPORT AZ MK
 JF1666  PID         -  JF1666
 JF1666  STATE/COUNTY-  KS/MORRIS
 JF1666  USGS QUAD   -  DELAVAN (1972)
 JF1666
 JF1666                         *CURRENT SURVEY CONTROL
 JF1666  ___________________________________________________________________
 JF1666* NAD 83(1997)-  38 42 01.26374(N)    096 48 29.80349(W)     ADJUSTED  
 JF1666* NAVD 88     -       450.4    (meters)    1478.     (feet)  VERTCON   
 JF1666  ___________________________________________________________________
 JF1666  X           -    -590,902.375 (meters)                     COMP
 JF1666  Y           -  -4,949,373.443 (meters)                     COMP
 JF1666  Z           -   3,966,673.948 (meters)                     COMP
 JF1666  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JF1666  ELLIP HEIGHT-         420.90  (meters)          (10/02/98) GPS OBS
 JF1666  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 JF1666
 JF1666  HORZ ORDER  -  THIRD
 JF1666  ELLP ORDER  -  FOURTH    CLASS I
 JF1666
 JF1666.This mark is at Herington Municipal Airport (HRU)
 JF1666
 JF1666.The horizontal coordinates were established by GPS observations
 JF1666.and adjusted by the National Geodetic Survey in October 1998..
 JF1666
 JF1666.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1666
 JF1666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF1666
 JF1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1666
 JF1666.The ellipsoidal height was determined by GPS observations
 JF1666.and is referenced to NAD 83.
 JF1666
 JF1666.The geoid height was determined by GEOID03.
 JF1666
 JF1666;                    North         East     Units Scale Factor Converg.
 JF1666;SPC KS N     -    41,425.035   503,665.824   MT  1.00000267   +0 45 14.5
 JF1666;UTM  14      - 4,285,804.942   690,593.116   MT  1.00004734   +1 22 14.8
 JF1666
 JF1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1666!SPC KS N     -   0.99993396  x   1.00000267  =   0.99993663
 JF1666!UTM  14      -   0.99993396  x   1.00004734  =   0.99998130
 JF1666
 JF1666:                Primary Azimuth Mark                     Grid Az
 JF1666:SPC KS N     -  HERIPORT                                 179 15 30.1
 JF1666:UTM  14      -  HERIPORT                                 178 38 29.8
 JF1666
 JF1666|---------------------------------------------------------------------|
 JF1666| PID    Reference Object                     Distance      Geod. Az  |
 JF1666|                                                           dddmmss.s |
 JF1666| JF1665 HERIPORT                            491.489 METERS 1800044.6 |
 JF1666|---------------------------------------------------------------------|
 JF1666
 JF1666                          SUPERSEDED SURVEY CONTROL
 JF1666
 JF1666  NAD 83(1986)-  38 42 01.27079(N)    096 48 29.80231(W) AD(       ) 3
 JF1666  NGVD 29 (02/23/90)  450.2    (m)         1477.     (f) GPS OBS        
 JF1666
 JF1666.Superseded values are not recommended for survey control.
 JF1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1666.See file dsdata.txt to determine how the superseded data were derived.
 JF1666
 JF1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH9059385805(NAD 83)
 JF1666_MARKER: I = METAL ROD
 JF1666_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JF1666_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JF1666_STAMPING: HERIPORT AZ MK 1989
 JF1666_MARK LOGO: NGS   
 JF1666_PROJECTION: FLUSH
 JF1666_MAGNETIC: I = MARKER IS A STEEL ROD
 JF1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1666+SATELLITE: SATELLITE OBSERVATIONS - 1989
 JF1666_ROD/PIPE-DEPTH: 3.60 meters
 JF1666_SLEEVE-DEPTH  : 01.0 meters
 JF1666
 JF1666  HISTORY     - Date     Condition        Report By
 JF1666  HISTORY     - 1989     MONUMENTED       NGS
 JF1666
 JF1666                          STATION DESCRIPTION
 JF1666
 JF1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 JF1666'THE STATION IS LOCATED ABOUT 12.0 KM (7.45 MI) EAST OF HERINGTON, AT
 JF1666'THE HERINGTON MUNICIPAL AIRPORT, ALONG THE WEST EDGE AND NEAR THE
 JF1666'NORTH END OF THE RELOCATED END OF RUNWAY 17-35.  OWNERSHIP--TRI-COUNTY
 JF1666'AIRPORT AUTHORITY, C/O AIRPORT MANAGER FRED EDMONSON, BOX 345,
 JF1666'HERINGTON KS 67449.  PHONE (913)258-2507.
 JF1666'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 56 EAST
 JF1666'ON THE EAST SIDE OF HERINGTON, GO EASTERLY FOR 10.0 KM (6.20 MI) ON
 JF1666'HIGHWAY 56 TO A HARDPACK CROSSROAD, JUST BEFORE THE COMMUNITY OF
 JF1666'DELAVAN.  TURN LEFT AND GO NORTH FOR 4.0 KM (2.50 MI) ON THE HARDPACK
 JF1666'ROAD TO A T-JUNCTION.  TURN RIGHT AND GO EAST FOR 0.7 KM (0.45 MI) ON
 JF1666'THE HARDPACK ROAD, WHICH TURNS TO PAVED, TO THE ROADS END AND AT A
 JF1666'CONCRETE APRON.  CONTINUE EAST FOR 0.3 KM (0.20 MI) ACROSS THE APRON
 JF1666'AND ON A CONNECTING TAXIWAY TO RUNWAY 17-35.  TURN LEFT AND GO NORTH
 JF1666'FOR 0.5 KM (0.30 MI) ON THE RUNWAY TO THE STATION ON THE LEFT, JUST
 JF1666'BEFORE THE RELOCATED END OF THE RUNWAY.
 JF1666'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 JF1666'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.6 M (11.8 FT) IN A
 JF1666'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 JF1666'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 JF1666'LOCATED 29.7 M (97.4 FT) SOUTHWEST FROM THE CENTER OF THE NORTH END OF
 JF1666'THE RUNWAY, 12.1 M (39.7 FT) SOUTH FROM THE WESTERNMOST ONE OF THREE
 JF1666'THRESHOLD LIGHTS AND 4.5 M (14.8 FT) WEST FROM THE WEST EDGE OF THE
 JF1666'OLD CONCRETE RUNWAY.
 JF1666'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1136 ***********************************************************************
 KF1136  DESIGNATION -  HERKIMER
 KF1136  PID         -  KF1136
 KF1136  STATE/COUNTY-  KS/MARSHALL
 KF1136  USGS QUAD   -  MARYSVILLE (1983)
 KF1136
 KF1136                         *CURRENT SURVEY CONTROL
 KF1136  ___________________________________________________________________
 KF1136* NAD 83(1997)-  39 52 15.67547(N)    096 40 17.32351(W)     ADJUSTED  
 KF1136* NAVD 88     -       380.     (meters)    1247.     (feet)  SCALED    
 KF1136  ___________________________________________________________________
 KF1136  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 KF1136  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 KF1136
 KF1136  HORZ ORDER  -  SECOND
 KF1136
 KF1136.The horizontal coordinates were established by classical geodetic methods
 KF1136.and adjusted by the National Geodetic Survey in October 1998..
 KF1136
 KF1136.The orthometric height was scaled from a topographic map.
 KF1136
 KF1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1136
 KF1136.The geoid height was determined by GEOID03.
 KF1136
 KF1136;                    North         East     Units Scale Factor Converg.
 KF1136;SPC KS N     -   171,542.194   513,658.385   MT  1.00001540   +0 50 26.1
 KF1136;UTM  14      - 4,416,036.913   699,145.210   MT  1.00008826   +1 29 35.6
 KF1136
 KF1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1136!SPC KS N     -   0.99994472  x   1.00001540  =   0.99996012
 KF1136!UTM  14      -   0.99994472  x   1.00008826  =   1.00003298
 KF1136
 KF1136|---------------------------------------------------------------------|
 KF1136| PID    Reference Object                     Distance      Geod. Az  |
 KF1136|                                                           dddmmss.s |
 KF1136| CL7070 HERKIMER RM 1                        27.028 METERS 05113     |
 KF1136| CL7069 HERKIMER AZ MK                                     2275618.3 |
 KF1136| CL7071 HERKIMER RM 2                        34.412 METERS 29942     |
 KF1136| KF1144 HERKIMER LUTHERAN CHURCH SPIRE      APPROX. 4.4 KM 3013619.5 |
 KF1136| KF1176 BREMEN ST IMMANUELS LUTH CH         APPROX.10.8 KM 3095339.8 |
 KF1136| KF1143 BETHLEHEM EVAN LUTH CH SPIRE        APPROX.14.5 KM 3323243.9 |
 KF1136|---------------------------------------------------------------------|
 KF1136
 KF1136                          SUPERSEDED SURVEY CONTROL
 KF1136
 KF1136  NAD 83(1997)-  39 52 15.67607(N)    096 40 17.32366(W) AD(       ) 2
 KF1136  NAD 83(1986)-  39 52 15.68067(N)    096 40 17.31986(W) AD(       ) 2
 KF1136  NAD 27      -  39 52 15.66800(N)    096 40 16.24600(W) AD(       ) 2
 KF1136
 KF1136.Superseded values are not recommended for survey control.
 KF1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1136.See file dsdata.txt to determine how the superseded data were derived.
 KF1136
 KF1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK9914516037(NAD 83)
 KF1136_MARKER: DS = TRIANGULATION STATION DISK
 KF1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1136
 KF1136  HISTORY     - Date     Condition        Report By
 KF1136  HISTORY     - 1947     MONUMENTED       CGS
 KF1136  HISTORY     - 1965     GOOD             CGS
 KF1136  HISTORY     - 1976     GOOD             NGS
 KF1136
 KF1136                          STATION DESCRIPTION
 KF1136
 KF1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1136'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF MARYSVILLE,
 KF1136'0.3 MILE WEST OF U.S. HIGHWAY NO. 77, 0.25 MILE EAST OF A CROSSROAD,
 KF1136'200 FEET SOUTHEAST OF A FARM HOUSE, 24.5 FEET SOUTH OF THE
 KF1136'CENTER OF A GRADED ROAD, 9 FEET NORTH OF A FENCE, AND 8.5 FEET
 KF1136'NORTH OF A WITNESS POST.  IT IS SET FLUSH WITH THE GROUND
 KF1136'AND IS STAMPED HERKIMER 1947.
 KF1136'
 KF1136'REFERENCE MARK NO. 1 IS 38 FEET EAST OF THE CENTER OF A
 KF1136'WIRE GATE, 32.5 FEET NORTH OF THE CENTER OF A GRADED
 KF1136'ROAD AND 6 INCHES SOUTH OF A WIRE FENCE.  IT PROJECTS
 KF1136'4 INCHES AND IS STAMPED HERKIMER NO 1 1947.
 KF1136'
 KF1136'REFERENCE MARK NO. 2 IS 32 FEET NORTH OF THE CENTER OF A GRADED
 KF1136'ROAD AND 1 FOOT SOUTH OF A GARDEN FENCE.  IT PROJECTS 10 INCHES
 KF1136'AND IS STAMPED HERKIMER NO 2 1947.
 KF1136'
 KF1136'AZIMUTH MARK IS 0.2 MILE SOUTH OF A CROSSROAD, 30 FEET WEST
 KF1136'OF THE CENTER OF A GRADED ROAD, 105 FEET SOUTH OF THE
 KF1136'CENTER OF A DRIVEWAY, 1.5 FEET NORTH OF A WITNESS POST,
 KF1136'AND 8 INCHES EAST OF A FENCE LINE.  IT PROJECTS 4 INCHES
 KF1136'AND IS STAMPED HERKIMER 1947.
 KF1136'
 KF1136'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 36
 KF1136'AND NO. 77 IN THE EAST EDGE OF MARYSVILLE, GO WEST ON U.S.
 KF1136'HIGHWAYS NO. 36 AND NO. 77 FOR 1 MILE, TURN RIGHT, NORTH,
 KF1136'ON U.S. HIGHWAY NO. 77 AND GO 2.2 MILES, TURN LEFT, WEST, AND GO
 KF1136'0.4 MILE TO THE TOP OF A GRADE AND THE STATION ON THE LEFT
 KF1136'AS DESCRIBED.
 KF1136'
 KF1136'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRADED
 KF1136'ROAD FOR 0.25 MILE TO A CROSSROAD, TURN LEFT, SOUTH, AND
 KF1136'GO 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KF1136'
 KF1136'A 74 FOOT SIGNAL AT FAIRFIELD IS VISIBLE AT 50 FEET.
 KF1136'
 KF1136'A 74 FOOT SIGNAL AT BREMEN IS VISIBLE AT 50 FEET.
 KF1136'
 KF1136'A 74 FOOT SIGNAL AT HULL IS VISIBLE AT 4 FEET.
 KF1136'
 KF1136'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1136
 KF1136                          STATION RECOVERY (1965)
 KF1136
 KF1136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1136'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KF1136'IT IS 200 FEET SOUTHEAST OF A FARM HOUSE, 24 FEET SOUTH OF CENTER
 KF1136'LINE OF THE ROAD, 58 FEET EAST OF A T-FENCE CORNER, 8.5 FEET NORTH
 KF1136'OF THE FENCE LINE AND 4.5 FEET NORTHWEST OF A METAL WITNESS POST.
 KF1136'THE MONUMENT IS FLUSH WITH THE GROUND.
 KF1136'
 KF1136'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION, 31 FEET NORTH OF
 KF1136'THE CENTER LINE OF THE ROAD, 32 FEET EAST OF THE CENTER OF THE
 KF1136'FARMYARD GATE AND 1.5 FOOT SOUTH OF THE FENCE LINE.  THE MONUMENT
 KF1136'PROJECTS 5-INCHES ABOVE THE GROUND.
 KF1136'
 KF1136'REFERENCE MARK NO. 2 RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 KF1136'30 FEET NORTH OF CENTER LINE OF THE ROAD AND 1 FOOT NORTH OF THE
 KF1136'FENCE LINE.  THE MONUMENT PROJECTS 10-INCHES ABOVE THE GROUND.
 KF1136'
 KF1136'AZIMUTH MARK RECOVERED IN GOOD CONDITION, 105 FEET SOUTH OF CENTER
 KF1136'OF THE DRIVEWAY TO A FARM HOUSE, 30 FEET WEST OF THE CENTER LINE
 KF1136'OF THE ROAD AND 1.5 FOOT NORTH OF A METAL WITNESS POST.  THE
 KF1136'MONUMENT PROJECTS 5-INCHES ABOVE THE GROUND.
 KF1136
 KF1136                          STATION RECOVERY (1976)
 KF1136
 KF1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KF1136'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KF1136'RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.
 KF1136'
 KF1136'THE PREVIOUS DESCRIPTION OF THE ROUTE TO REACH THE STATION IS
 KF1136'ADEQUATE FOR RECOVERY.
 KF1136'
 KF1136'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 KF1136'NORTHWEST OF MARYSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0652 ***********************************************************************
 KH0652  DESIGNATION -  HERL
 KH0652  PID         -  KH0652
 KH0652  STATE/COUNTY-  KS/LOGAN
 KH0652  USGS QUAD   -  MONUMENT (1972)
 KH0652
 KH0652                         *CURRENT SURVEY CONTROL
 KH0652  ___________________________________________________________________
 KH0652* NAD 83(1997)-  39 01 04.48739(N)    101 03 16.87283(W)     ADJUSTED  
 KH0652* NAVD 88     -       969.62   (+/-2cm)    3181.2    (feet)  VERTCON   
 KH0652  ___________________________________________________________________
 KH0652  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 KH0652  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 KH0652
 KH0652  HORZ ORDER  -  SECOND
 KH0652  VERT ORDER  -  THIRD ? (See Below)
 KH0652
 KH0652.The horizontal coordinates were established by classical geodetic methods
 KH0652.and adjusted by the National Geodetic Survey in October 1998..
 KH0652
 KH0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0652.The vertical order pertains to the NGVD 29 superseded value.
 KH0652
 KH0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0652
 KH0652.The geoid height was determined by GEOID03.
 KH0652
 KH0652;                    North         East     Units Scale Factor Converg.
 KH0652;SPC KS N     -    80,457.118   135,509.605   MT  0.99996506   -1 55 57.9
 KH0652;UTM  14      - 4,320,772.912   322,117.938   MT  0.99998963   -1 17 38.0
 KH0652
 KH0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0652!SPC KS N     -   0.99985174  x   0.99996506  =   0.99981680
 KH0652!UTM  14      -   0.99985174  x   0.99998963  =   0.99984137
 KH0652
 KH0652:                Primary Azimuth Mark                     Grid Az
 KH0652:SPC KS N     -  HERL AZ MK                               003 38 14.4
 KH0652:UTM  14      -  HERL AZ MK                               002 59 54.5
 KH0652
 KH0652|---------------------------------------------------------------------|
 KH0652| PID    Reference Object                     Distance      Geod. Az  |
 KH0652|                                                           dddmmss.s |
 KH0652| CP8212 HERL AZ MK                                         0014216.5 |
 KH0652| KH0653 MONUMENT BERTRANDS ELEVATOR         APPROX.10.6 KM 0211248.2 |
 KH0652| CP8214 HERL RM 2                            24.976 METERS 26911     |
 KH0652| KH0656 WINONA MUNICIPAL TANK               APPROX.17.0 KM 2861810.6 |
 KH0652| KH0655 PAGE CITY FARMERS COOP ELEV         APPROX.11.5 KM 3123058.6 |
 KH0652| CP8213 HERL RM 1                            31.102 METERS 35907     |
 KH0652|---------------------------------------------------------------------|
 KH0652
 KH0652                          SUPERSEDED SURVEY CONTROL
 KH0652
 KH0652  NAD 83(1986)-  39 01 04.48996(N)    101 03 16.87536(W) AD(       ) 2
 KH0652  NAD 27      -  39 01 04.45700(N)    101 03 15.32800(W) AD(       ) 2
 KH0652  NGVD 29 (07/19/86)  969.26   (m)         3180.0    (f) LEVELING    3  
 KH0652
 KH0652.Superseded values are not recommended for survey control.
 KH0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0652.See file dsdata.txt to determine how the superseded data were derived.
 KH0652
 KH0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2211820773(NAD 83)
 KH0652_MARKER: DS = TRIANGULATION STATION DISK
 KH0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0652
 KH0652  HISTORY     - Date     Condition        Report By
 KH0652  HISTORY     - 1951     MONUMENTED       CGS
 KH0652
 KH0652                          STATION DESCRIPTION
 KH0652
 KH0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0652'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF PAGE CITY
 KH0652'AND 6.5 MILES SOUTH-SOUTHWEST OF MONUMENT IN THE SOUTHEAST
 KH0652'CORNER OF THE HIGH POINT SCHOOL YARD.  IT IS 117.0 FEET
 KH0652'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE,
 KH0652'35.0 FEET NORTH OF THE CENTER OF A GRADED ROAD, 35.0 FEET
 KH0652'WEST OF THE CENTER OF A GRADED ROAD AND 3.0 FEET NORTH OF A
 KH0652'WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED HERL 1951.
 KH0652'
 KH0652'REFERENCE MARK NO. 1 IS LOCATED AT THE EAST EDGE OF THE SCHOOL
 KH0652'YARD, 67.0 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE
 KH0652'AND 37.0 FEET WEST OF THE CENTER OF A GRADED ROAD.  IT PROJECTS
 KH0652'6 INCHES AND IS STAMPED HERL NO 1 1951.
 KH0652'
 KH0652'REFERENCE MARK NO. 2 IS LOCATED AT THE SOUTH EDGE OF THE
 KH0652'SCHOOL YARD, 95.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 KH0652'SCHOOLHOUSE AND 32.0 FEET NORTH OF THE CENTER OF A GRADED ROAD.
 KH0652'IT PROJECTS 4 INCHES AND IS STAMPED HERL NO 2 1951.
 KH0652'
 KH0652'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0652'NO. 2 IS 130.8 FEET.
 KH0652'
 KH0652'THE AZIMUTH MARK IS 33.0 FEET SOUTH OF THE CENTER OF A FARM
 KH0652'DRIVE, 31.0 FEET EAST OF THE CENTER OF A GRADED ROAD, 28.0 FEET
 KH0652'WEST OF THE NORTHWEST CORNER OF A GRANARY AND 2.0 FEET SOUTH
 KH0652'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED HERL
 KH0652'1951.
 KH0652'
 KH0652'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 KH0652'AND U.S. HIGHWAY NO. 40 JUST NORTH OF THE POST OFFICE IN MONUMENT,
 KH0652'GO WEST ON U.S. HIGHWAY NO. 40 FOR 2.2 MILES TO A T ROAD
 KH0652'LEFT, TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR 5.35 MILES TO A
 KH0652'GROUP OF FARM BUILDINGS ON THE LEFT AND THE AZIMUTH MARK AS
 KH0652'DESCRIBED.  CONTINUE SOUTH ON A GRADED ROAD FOR 0.45 MILE TO A
 KH0652'CROSSROAD AND SCHOOLHOUSE IN THE NORTHWEST ANGLE AND THE
 KH0652'STATION AS DESCRIBED.
 KH0652'
 KH0652'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0819 ***********************************************************************
 KH0819  DESIGNATION -  HERNDON MUNICIPAL TANK
 KH0819  PID         -  KH0819
 KH0819  STATE/COUNTY-  KS/RAWLINS
 KH0819  USGS QUAD   -  HERNDON (1978)
 KH0819
 KH0819                         *CURRENT SURVEY CONTROL
 KH0819  ___________________________________________________________________
 KH0819* NAD 83(1997)-  39 54 47.93450(N)    100 47 07.98332(W)     ADJUSTED  
 KH0819* NAVD 88     -                                                        
 KH0819  ___________________________________________________________________
 KH0819  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 KH0819  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 KH0819
 KH0819  HORZ ORDER  -  THIRD
 KH0819
 KH0819.The horizontal coordinates were established by classical geodetic methods
 KH0819.and adjusted by the National Geodetic Survey in October 1998..
 KH0819
 KH0819
 KH0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0819
 KH0819.The geoid height was determined by GEOID03.
 KH0819
 KH0819;                    North         East     Units Scale Factor Converg.
 KH0819;SPC KS N     -   179,067.500   161,862.472   MT  1.00002367   -1 45 44.9
 KH0819;SPC NE       -     9,186.227   432,832.248   MT  1.00004028   -0 31 14.1
 KH0819;UTM  14      - 4,419,662.159   347,388.940   MT  0.99988673   -1 08 45.2
 KH0819
 KH0819                          SUPERSEDED SURVEY CONTROL
 KH0819
 KH0819  NAD 83(1997)-  39 54 47.93486(N)    100 47 07.98357(W) AD(       ) 4
 KH0819  NAD 83(1986)-  39 54 47.93749(N)    100 47 07.98639(W) AD(       ) 4
 KH0819  NAD 27      -  39 54 47.91900(N)    100 47 06.43900(W) AD(       ) 3
 KH0819
 KH0819.Superseded values are not recommended for survey control.
 KH0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0819.See file dsdata.txt to determine how the superseded data were derived.
 KH0819
 KH0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK4738919662(NAD 83)
 KH0819_MARKER: 53 = ELEVATED TANK
 KH0819
 KH0819  HISTORY     - Date     Condition        Report By
 KH0819  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0819
 KH0819                          STATION DESCRIPTION
 KH0819
 KH0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0819'THE STATION IS LOCATED ON THE SUMMIT OF A HILL AT THE NORTHWEST
 KH0819'EDGE OF HERNDON.
 KH0819'
 KH0819'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 KH0819'AN ITS APPROXIMATE HEIGHT IS 125 FEET.
 KH0819'
 KH0819'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0825 ***********************************************************************
 JG0825  DESIGNATION -  HERTZOG CATHOLIC CHURCH TOWER
 JG0825  PID         -  JG0825
 JG0825  STATE/COUNTY-  KS/ELLIS
 JG0825  USGS QUAD   -  VICTORIA (1961)
 JG0825
 JG0825                         *CURRENT SURVEY CONTROL
 JG0825  ___________________________________________________________________
 JG0825* NAD 83(1997)-  38 51 23.03885(N)    099 09 02.66470(W)     ADJUSTED  
 JG0825* NAVD 88     -                                                        
 JG0825  ___________________________________________________________________
 JG0825  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 JG0825  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0825
 JG0825  HORZ ORDER  -  THIRD
 JG0825
 JG0825.The horizontal coordinates were established by classical geodetic methods
 JG0825.and adjusted by the National Geodetic Survey in October 1998..
 JG0825
 JG0825
 JG0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0825
 JG0825.The geoid height was determined by GEOID03.
 JG0825
 JG0825;                    North         East     Units Scale Factor Converg.
 JG0825;SPC KS N     -    58,700.527   300,118.981   MT  0.99998039   -0 43 41.1
 JG0825;SPC KS S     -   643,240.010   343,511.445   MT  1.00007017   -0 23 59.6
 JG0825;UTM  14      - 4,300,852.092   486,920.796   MT  0.99960211   -0 05 40.5
 JG0825
 JG0825                          SUPERSEDED SURVEY CONTROL
 JG0825
 JG0825  NAD 83(1986)-  38 51 23.04593(N)    099 09 02.66412(W) AD(       ) 4
 JG0825  NAD 27      -  38 51 22.99500(N)    099 09 01.31800(W) AD(       ) 3
 JG0825
 JG0825.Superseded values are not recommended for survey control.
 JG0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0825.See file dsdata.txt to determine how the superseded data were derived.
 JG0825
 JG0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ8692100852(NAD 83)
 JG0825_MARKER: 90 = CHURCH SPIRE
 JG0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JG0825+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 JG0825
 JG0825  HISTORY     - Date     Condition        Report By
 JG0825  HISTORY     - 1892     FIRST OBSERVED   CGS
 JG0825  HISTORY     - 1934     MARK NOT FOUND   CGS
 JG0825  HISTORY     - 20030711 GOOD             USPSQD
 JG0825
 JG0825                          STATION DESCRIPTION
 JG0825
 JG0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0825'NOT RECOVERED.
 JG0825
 JG0825                          STATION RECOVERY (2003)
 JG0825
 JG0825'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 JG0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1541 ***********************************************************************
 JF1541  DESIGNATION -  HESSTON GAS CO MICROWAVE
 JF1541  PID         -  JF1541
 JF1541  STATE/COUNTY-  KS/HARVEY
 JF1541  USGS QUAD   -  HESSTON (1978)
 JF1541
 JF1541                         *CURRENT SURVEY CONTROL
 JF1541  ___________________________________________________________________
 JF1541* NAD 83(1997)-  38 08 47.52381(N)    097 27 05.55868(W)     ADJUSTED  
 JF1541* NAVD 88     -                                                        
 JF1541  ___________________________________________________________________
 JF1541  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 JF1541  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 JF1541
 JF1541  HORZ ORDER  -  THIRD
 JF1541
 JF1541.The horizontal coordinates were established by classical geodetic methods
 JF1541.and adjusted by the National Geodetic Survey in October 1998..
 JF1541
 JF1541
 JF1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1541
 JF1541.The geoid height was determined by GEOID03.
 JF1541
 JF1541;                    North         East     Units Scale Factor Converg.
 JF1541;SPC KS S     -   564,760.749   491,897.828   MT  0.99994387   +0 38 39.5
 JF1541;UTM  14      - 4,223,206.159   635,683.285   MT  0.99982674   +0 57 23.7
 JF1541
 JF1541                          SUPERSEDED SURVEY CONTROL
 JF1541
 JF1541  NAD 83(1997)-  38 08 47.53363(N)    097 27 05.55917(W) AD(       ) 4
 JF1541  NAD 83(1986)-  38 08 47.53498(N)    097 27 05.55799(W) AD(       ) 4
 JF1541  NAD 27      -  38 08 47.50134(N)    097 27 04.41896(W) AD(       ) 3
 JF1541
 JF1541.Superseded values are not recommended for survey control.
 JF1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1541.See file dsdata.txt to determine how the superseded data were derived.
 JF1541
 JF1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH3568323206(NAD 83)
 JF1541_MARKER: 44 = MICROWAVE MAST
 JF1541
 JF1541  HISTORY     - Date     Condition        Report By
 JF1541  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1541
 JF1541                          STATION DESCRIPTION
 JF1541
 JF1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1541'THE STATION, HESSTON GAS COMPANY MICROWAVE KLE 43, IS
 JF1541'THE LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST, THAT IS PAINTED
 JF1541'RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 345 FEET
 JF1541'AND IS THE PROPERTY OF THE CITIES SERVICE GAS COMPANY.  IT IS
 JF1541'LOCATED 1.5 MILES NORTHWEST OF HESSTON AT THE GAS COMPANY
 JF1541'PUMPING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1539 ***********************************************************************
 JF1539  DESIGNATION -  HESSTON N MUN TANK
 JF1539  PID         -  JF1539
 JF1539  STATE/COUNTY-  KS/HARVEY
 JF1539  USGS QUAD   -  HESSTON (1978)
 JF1539
 JF1539                         *CURRENT SURVEY CONTROL
 JF1539  ___________________________________________________________________
 JF1539* NAD 83(1997)-  38 08 38.97281(N)    097 26 03.48844(W)     ADJUSTED  
 JF1539* NAVD 88     -                                                        
 JF1539  ___________________________________________________________________
 JF1539  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 JF1539  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 JF1539
 JF1539  HORZ ORDER  -  THIRD
 JF1539
 JF1539.The horizontal coordinates were established by classical geodetic methods
 JF1539.and adjusted by the National Geodetic Survey in October 1998..
 JF1539
 JF1539
 JF1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1539
 JF1539.The geoid height was determined by GEOID03.
 JF1539
 JF1539;                    North         East     Units Scale Factor Converg.
 JF1539;SPC KS S     -   564,514.261   493,412.025   MT  0.99994371   +0 39 17.6
 JF1539;UTM  14      - 4,222,967.955   637,198.630   MT  0.99983183   +0 58 01.9
 JF1539
 JF1539                          SUPERSEDED SURVEY CONTROL
 JF1539
 JF1539  NAD 83(1997)-  38 08 38.98258(N)    097 26 03.48882(W) AD(       ) 4
 JF1539  NAD 83(1986)-  38 08 38.98405(N)    097 26 03.48777(W) AD(       ) 4
 JF1539  NAD 27      -  38 08 38.95074(N)    097 26 02.35099(W) AD(       ) 3
 JF1539
 JF1539.Superseded values are not recommended for survey control.
 JF1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1539.See file dsdata.txt to determine how the superseded data were derived.
 JF1539
 JF1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH3719922968(NAD 83)
 JF1539_MARKER: 53 = ELEVATED TANK
 JF1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF1539+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 JF1539
 JF1539  HISTORY     - Date     Condition        Report By
 JF1539  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1539  HISTORY     - 20030711 GOOD             USPSQD
 JF1539
 JF1539                          STATION DESCRIPTION
 JF1539
 JF1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1539'THE STATION, HESSTON MUNICIPAL NORTH TANK, IS THE CENTER OF
 JF1539'THE TOP OF AN ELEVATED WATER TANK, PAINTED SILVER, AND
 JF1539'SUPPORTED BY FIVE LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF
 JF1539'130 FEET AND IS LOCATED IN THE NORTHERN SECTION OF HESSTON
 JF1539'ON LANCASTER AVENUE.
 JF1539
 JF1539                          STATION RECOVERY (2003)
 JF1539
 JF1539'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 JF1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1540 ***********************************************************************
 JF1540  DESIGNATION -  HESSTON S MUN TANK
 JF1540  PID         -  JF1540
 JF1540  STATE/COUNTY-  KS/HARVEY
 JF1540  USGS QUAD   -  HESSTON (1978)
 JF1540
 JF1540                         *CURRENT SURVEY CONTROL
 JF1540  ___________________________________________________________________
 JF1540* NAD 83(1997)-  38 08 21.82716(N)    097 26 04.15497(W)     ADJUSTED  
 JF1540* NAVD 88     -                                                        
 JF1540  ___________________________________________________________________
 JF1540  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 JF1540  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 JF1540
 JF1540  HORZ ORDER  -  THIRD
 JF1540
 JF1540.The horizontal coordinates were established by classical geodetic methods
 JF1540.and adjusted by the National Geodetic Survey in October 1998..
 JF1540
 JF1540
 JF1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1540
 JF1540.The geoid height was determined by GEOID03.
 JF1540
 JF1540;                    North         East     Units Scale Factor Converg.
 JF1540;SPC KS S     -   563,985.486   493,401.838   MT  0.99994338   +0 39 17.2
 JF1540;UTM  14      - 4,222,439.192   637,191.325   MT  0.99983180   +0 58 01.1
 JF1540
 JF1540                          SUPERSEDED SURVEY CONTROL
 JF1540
 JF1540  NAD 83(1997)-  38 08 21.83693(N)    097 26 04.15536(W) AD(       ) 4
 JF1540  NAD 83(1986)-  38 08 21.83840(N)    097 26 04.15425(W) AD(       ) 4
 JF1540  NAD 27      -  38 08 21.80488(N)    097 26 03.01724(W) AD(       ) 3
 JF1540
 JF1540.Superseded values are not recommended for survey control.
 JF1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1540.See file dsdata.txt to determine how the superseded data were derived.
 JF1540
 JF1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH3719122439(NAD 83)
 JF1540_MARKER: 53 = ELEVATED TANK
 JF1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF1540+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 JF1540
 JF1540  HISTORY     - Date     Condition        Report By
 JF1540  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1540  HISTORY     - 20030711 GOOD             USPSQD
 JF1540
 JF1540                          STATION DESCRIPTION
 JF1540
 JF1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1540'THE STATION, HESSTON MUNICIPAL SOUTH TANK, IS THE CENTER OF
 JF1540'THE TOP OF AN ELEVATED WATER TANK, PAINTED GREEN AND SILVER THAT
 JF1540'IS SUPPORTED BY FOUR LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT
 JF1540'OF 130 FEET AND IS LOCATED IN THE WEST EDGE OF HESSTON NEAR
 JF1540'THE INTERSECTION OF HESS AVENUE AND KNOTT STREET.
 JF1540
 JF1540                          STATION RECOVERY (2003)
 JF1540
 JF1540'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 JF1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0942 ***********************************************************************
 KE0942  DESIGNATION -  HIAWATHA
 KE0942  PID         -  KE0942
 KE0942  STATE/COUNTY-  KS/BROWN
 KE0942  USGS QUAD   -  HIAWATHA (1961)
 KE0942
 KE0942                         *CURRENT SURVEY CONTROL
 KE0942  ___________________________________________________________________
 KE0942* NAD 83(1997)-  39 51 09.25815(N)    095 32 08.92819(W)     ADJUSTED  
 KE0942* NAVD 88     -       346.412  (meters)    1136.52   (feet)  ADJUSTED  
 KE0942  ___________________________________________________________________
 KE0942  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 KE0942  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KE0942  DYNAMIC HT  -         346.212 (meters)    1135.86  (feet)  COMP
 KE0942  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 KE0942
 KE0942  HORZ ORDER  -  FIRST
 KE0942  VERT ORDER  -  SECOND    CLASS 0
 KE0942
 KE0942.The horizontal coordinates were established by classical geodetic methods
 KE0942.and adjusted by the National Geodetic Survey in October 1998..
 KE0942
 KE0942.The orthometric height was determined by differential leveling
 KE0942.and adjusted by the National Geodetic Survey in June 1991..
 KE0942
 KE0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0942
 KE0942.The geoid height was determined by GEOID03.
 KE0942
 KE0942.The dynamic height is computed by dividing the NAVD 88
 KE0942.geopotential number by the normal gravity value computed on the
 KE0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0942.degrees latitude (g = 980.6199 gals.).
 KE0942
 KE0942.The modeled gravity was interpolated from observed gravity values.
 KE0942
 KE0942;                    North         East     Units Scale Factor Converg.
 KE0942;SPC KS N     -   171,529.020   610,854.739   MT  1.00001197   +1 33 32.9
 KE0942;SPC NE       -    11,997.637   881,889.617   MT  1.00006984   +2 57 30.2
 KE0942;SPC MO W     -   409,612.891   761,362.310   MT  1.00003787   -0 39 49.7
 KE0942;UTM  15      - 4,414,471.700   283,066.139   MT  1.00017940   -1 37 32.2
 KE0942
 KE0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0942!SPC KS N     -   0.99995048  x   1.00001197  =   0.99996245
 KE0942!SPC NE       -   0.99995048  x   1.00006984  =   1.00002031
 KE0942!SPC MO W     -   0.99995048  x   1.00003787  =   0.99998835
 KE0942!UTM  15      -   0.99995048  x   1.00017940  =   1.00012987
 KE0942
 KE0942:                Primary Azimuth Mark                     Grid Az
 KE0942:SPC KS N     -  HIAWATHA AZ MK                           170 34 04.0
 KE0942:SPC NE       -  HIAWATHA AZ MK                           169 10 06.7
 KE0942:SPC MO W     -  HIAWATHA AZ MK                           172 47 26.6
 KE0942:UTM  15      -  HIAWATHA AZ MK                           173 45 09.1
 KE0942
 KE0942|---------------------------------------------------------------------|
 KE0942| PID    Reference Object                     Distance      Geod. Az  |
 KE0942|                                                           dddmmss.s |
 KE0942| CL7076 HIAWATHA AZ MK                                     1720736.9 |
 KE0942| KE1265 HIAWATHA MUNICIPAL TANK             495.391 METERS 1944325.6 |
 KE0942| KE1266 HIAWATHA                             23.990 METERS 19720     |
 KE0942| KE1267 MORRILL MUNICIPAL TANK              APPROX.16.4 KM 3024758.0 |
 KE0942| CL7077 HIAWATHA RM 1                        33.897 METERS 31000     |
 KE0942| LF1382 LITTLE                              APPROX.25.5 KM 3101002.3 |
 KE0942| KE1264 RESERVE MUNICIPAL TANK              APPROX.14.1 KM 3485538.3 |
 KE0942|---------------------------------------------------------------------|
 KE0942
 KE0942                          SUPERSEDED SURVEY CONTROL
 KE0942
 KE0942  NAD 83(1997)-  39 51 09.25816(N)    095 32 08.92819(W) AD(       ) 1
 KE0942  NAD 83(1986)-  39 51 09.26562(N)    095 32 08.92712(W) AD(       ) 1
 KE0942  NAD 27      -  39 51 09.23800(N)    095 32 07.98900(W) AD(       ) 1
 KE0942  NGVD 29 (??/??/92)  346.320  (m)         1136.22   (f) ADJ UNCH    2 0
 KE0942
 KE0942.Superseded values are not recommended for survey control.
 KE0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0942.See file dsdata.txt to determine how the superseded data were derived.
 KE0942
 KE0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE8306614472(NAD 83)
 KE0942_MARKER: DB = BENCH MARK DISK
 KE0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0942_STAMPING: HIAWATHA 1934
 KE0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0942+STABILITY: SURFACE MOTION
 KE0942
 KE0942  HISTORY     - Date     Condition        Report By
 KE0942  HISTORY     - 1934     MONUMENTED       CGS
 KE0942  HISTORY     - 1945     GOOD             CGS
 KE0942  HISTORY     - 1950     GOOD             CGS
 KE0942  HISTORY     - 1973     GOOD             NGS
 KE0942  HISTORY     - 20050422 GOOD             GEOCAC
 KE0942
 KE0942                          STATION DESCRIPTION
 KE0942
 KE0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0942'AT HIAWATHA.
 KE0942'AT HIAWATHA, BROWN COUNTY, IN THE COURTHOUSE LAWN, 100 FEET EAST
 KE0942'OF THE EAST SIDE OF THE COURTHOUSE, AND 39 FEET WEST OF THE
 KE0942'SIDEWALK.  A STANDARD DISK, STAMPED HIAWATHA 1934 AND SET IN THE
 KE0942'TOP OF A CONCRETE POST.
 KE0942
 KE0942                          STATION RECOVERY (1945)
 KE0942
 KE0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JCP)
 KE0942'STATION IS IN HIAWATHA, IN THE NE CORNER OF THE BROWN COUNTY
 KE0942'COURTHOUSE LAWN.  IT IS 34.4 FEET W OF THE W CURB OF S. SIXTH
 KE0942'STREET, 20.5 FEET SE OF AN 18-INCH ELM TREE, 13.5 FEET NE OF AN
 KE0942'8-INCH MAPLE TREE, AND 31 FEET S OF A 15-INCH ELM TREE.  IT
 KE0942'IS STAMPED HIAWATHA 1945 AND IS FLUSH WITH THE SURFACE OF THE
 KE0942'GROUND.
 KE0942'
 KE0942'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 KE0942'CONCRETE POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 KE0942'IN CONCRETE.
 KE0942'
 KE0942'REFERENCE MARK 1 IS 111.31 FEET NW OF THE STATION AND 52.5
 KE0942'FEET S OF THE APPROXIMATE CENTER OF OREGON STREET.  THE DISK
 KE0942'IS STAMPED HIAWATHA NO 1 1945 AND IS SET FLUSH IN THE S EDGE
 KE0942'OF THE SIDEWALK.
 KE0942'
 KE0942'HIAWATHA BENCH MARK (REFERENCE MARK 2) IS 78.71 FEET S OF THE
 KE0942'STATION, 100 FEET E OF THE COURTHOUSE, AND 105 FEET W OF THE
 KE0942'APPROXIMATE CENTER OF SOUTH SIXTH STREET.  IT IS A BRONZE
 KE0942'BENCH-MARK DISK SET IN A 12- BY 12-INCH CONCRETE POST, AND IT IS
 KE0942'STAMPED HIAWATHA 1934.  THE MARK PROJECTS 6 INCHES ABOVE THE
 KE0942'SURFACE OF THE GROUND.
 KE0942'
 KE0942'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE S OF THE STATION,
 KE0942'7-1/2 FEET N OF THE APPROXIMATE CENTER OF A DRIVEWAY BETWEEN
 KE0942'THE RESIDENCES AT 305 AND 307 SOUTH SIXTH STREET, AND 50 FEET
 KE0942'E OF APPROXIMATE CENTER OF STREET.  IT IS STAMPED HIAWATHA
 KE0942'1945 AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS A BRONZE
 KE0942'AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST.
 KE0942'
 KE0942'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KE0942
 KE0942                          STATION RECOVERY (1950)
 KE0942
 KE0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KE0942'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 KE0942'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KE0942
 KE0942                          STATION RECOVERY (1973)
 KE0942
 KE0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 KE0942'THE STATION MARK, HIAWATHA BENCH MARK 1934 (REFERENCE MARK 2),
 KE0942'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY
 KE0942'DESCRIBED AND IN GOOD CONDITION.  BY REQUEST OF USERS OF THIS
 KE0942'STATION, THIS STATION WAS OCCUPIED THIS DATE FOR CHECK OF ANY
 KE0942'MOVEMENT OF THE STATION MARK.  A DIFFERENCE IN THE DISTANCE TO
 KE0942'REFERENCE MARK 1 THIS DATE IS 0.10 FOOT.  A DIFFERENCE IN THE
 KE0942'DISTANCE TO REFERENCE MARK 2 THIS DATE IS 0.08 FOOT.  A DIFFERENCE
 KE0942'OF 1 MINUTE 41 SECONDS IN THE DIRECTION TO REFERENCE MARK 1 AND A
 KE0942'DIFFERENCE OF 1 MINUTE 25 SECONDS IN THE DIRECTION TO REFERENCE MARK
 KE0942'2.  THE SUB-SURFACE STATION MARK WAS NOT CHECKED AS THE REFERENCE
 KE0942'MARK 1 IS SET IN A SIDEWALK AND THE DIRECTIONS TO THE REFERENCE
 KE0942'MARKS COMPARED FAVORABLY WITH THE PREVIOUS DIRECTIONS FOR THE
 KE0942'DISTANCES ENVOLVED.  THE SURFACE STATION MARK APPEARED IN VERY
 KE0942'GOOD CONDITION, NO CHIPPED CONCRETE OR SCARRED DISK AND THE
 KE0942'MONUMENT IS ABOUT 1/2 INCH BELOW THE GROUND SURFACE.
 KE0942'
 KE0942'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--COURT HOUSE YARD AT
 KE0942'HIAWATHA.
 KE0942
 KE0942                          STATION RECOVERY (2005)
 KE0942
 KE0942'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0942'STATION IS IN HIAWATHA, IN THE NE CORNER OF THE BROWN COUNTY
 KE0942'COURTHOUSE LAWN.  IT IS 34.4 FEET WEST OF THE WEST CURB OF S. 6TH
 KE0942'STREET.  IT IS STAMPED HIAWATHA 1945 AND IS ABOUT 1/2 INCH BELOW THE
 KE0942'SURFACE OF THE GROUND.
 KE0942' 
 KE0942'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A CONCRETE
 KE0942'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KE0942' 
 KE0942'REFERENCE MARK 1 IS 111.31 FEET NORTHWEST OF THE STATION AND 52.5 FEET
 KE0942'SOUTH OF THE APPROXIMATE CENTER OF OREGON STREET.  THE DISK IS STAMPED
 KE0942'HIAWATHA NO 1 1945 AND IS SET FLUSH IN THE SOUTH EDGE OF THE SIDEWALK.
 KE0942' 
 KE0942' 
 KE0942'HIAWATHA BENCH MARK (REFERENCE MARK 2) IS 78.71 FEET SOUTH OF THE
 KE0942'STATION, 100 FEET EAST OF THE COURTHOUSE, AND 105 FEET WEST OF THE
 KE0942'APPROXIMATE CENTER OF SOUTH SIXTH STREET.  IT IS A BRONZE BENCH MARK
 KE0942'DISK SET IN A 12- BY 12-INCH CONCRETE POST, AND IT IS STAMPED HIAWATHA
 KE0942'1934.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 KE0942' 
 KE0942'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 KE0942' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1266 ***********************************************************************
 KE1266  DESIGNATION -  HIAWATHA
 KE1266  PID         -  KE1266
 KE1266  STATE/COUNTY-  KS/BROWN
 KE1266  USGS QUAD   -  HIAWATHA (1961)
 KE1266
 KE1266                         *CURRENT SURVEY CONTROL
 KE1266  ___________________________________________________________________
 KE1266* NAD 83(1997)-  39 51 08.51564(N)    095 32 09.22887(W)     ADJUSTED  
 KE1266* NAVD 88     -       346.41   (+/-2cm)    1136.5    (feet)  VERTCON   
 KE1266  ___________________________________________________________________
 KE1266  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 KE1266  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KE1266
 KE1266  HORZ ORDER  -  SECOND
 KE1266  VERT ORDER  -  THIRD ? (See Below)
 KE1266
 KE1266.The horizontal coordinates were established by classical geodetic methods
 KE1266.and adjusted by the National Geodetic Survey in October 1998..
 KE1266
 KE1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1266.The vertical order pertains to the NGVD 29 superseded value.
 KE1266
 KE1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1266
 KE1266.The geoid height was determined by GEOID03.
 KE1266
 KE1266;                    North         East     Units Scale Factor Converg.
 KE1266;SPC KS N     -   171,505.933   610,848.217   MT  1.00001193   +1 33 32.7
 KE1266;SPC NE       -    11,974.397   881,883.660   MT  1.00006994   +2 57 30.1
 KE1266;SPC MO W     -   409,590.074   761,354.898   MT  1.00003788   -0 39 49.9
 KE1266;UTM  15      - 4,414,449.008   283,058.343   MT  1.00017944   -1 37 32.4
 KE1266
 KE1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1266!SPC KS N     -   0.99995048  x   1.00001193  =   0.99996241
 KE1266!SPC NE       -   0.99995048  x   1.00006994  =   1.00002041
 KE1266!SPC MO W     -   0.99995048  x   1.00003788  =   0.99998835
 KE1266!UTM  15      -   0.99995048  x   1.00017944  =   1.00012991
 KE1266
 KE1266                          SUPERSEDED SURVEY CONTROL
 KE1266
 KE1266  NAD 83(1997)-  39 51 08.51565(N)    095 32 09.22887(W) AD(       ) 2
 KE1266  NAD 83(1986)-  39 51 08.52273(N)    095 32 09.22796(W) AD(       ) 2
 KE1266  NAD 27      -  39 51 08.49500(N)    095 32 08.28900(W) AD(       ) 2
 KE1266  NGVD 29 (07/19/86)  346.32   (m)         1136.2    (f) LEVELING    3  
 KE1266
 KE1266.Superseded values are not recommended for survey control.
 KE1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1266.See file dsdata.txt to determine how the superseded data were derived.
 KE1266
 KE1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE8305814449(NAD 83)
 KE1266_MARKER: DB = BENCH MARK DISK
 KE1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1266+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 KE1266
 KE1266  HISTORY     - Date     Condition        Report By
 KE1266  HISTORY     - 1934     MONUMENTED
 KE1266  HISTORY     - 1960     GOOD             LOCENG
 KE1266  HISTORY     - 20050422 GOOD             GEOCAC
 KE1266
 KE1266                          STATION DESCRIPTION
 KE1266
 KE1266'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (CEM)
 KE1266'BENCH MARK FOUND IN GOOD CONDITION.
 KE1266'
 KE1266'RECOVERED BY WESTERN UNION.
 KE1266
 KE1266                          STATION RECOVERY (2005)
 KE1266
 KE1266'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1266'HIAWATHA BENCH MARK IS 78.71 FEET SOUTH OF KE0942, 100 FEET EAST OF
 KE1266'THE COURTHOUSE, AND 105 FEET WEST OF THE APPROXIMATE CENTER OF SOUTH
 KE1266'SIXTH STREET. IT IS A BRONZE BENCH-MARK DISK SET IN A 12- BY 12-INCH
 KE1266'CONCRETE POST, AND IT IS STAMPED HIAWATHA 1934. THE MARK PROJECTS 6
 KE1266'INCHES ABOVE THE SURFACE OF THE GROUND.
 KE1266' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1265 ***********************************************************************
 KE1265  DESIGNATION -  HIAWATHA MUNICIPAL TANK
 KE1265  PID         -  KE1265
 KE1265  STATE/COUNTY-  KS/BROWN
 KE1265  USGS QUAD   -  HIAWATHA (1961)
 KE1265
 KE1265                         *CURRENT SURVEY CONTROL
 KE1265  ___________________________________________________________________
 KE1265* NAD 83(1997)-  39 50 53.72341(N)    095 32 14.22448(W)     ADJUSTED  
 KE1265* NAVD 88     -                                                        
 KE1265  ___________________________________________________________________
 KE1265  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 KE1265  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 KE1265
 KE1265  HORZ ORDER  -  THIRD
 KE1265
 KE1265.The horizontal coordinates were established by classical geodetic methods
 KE1265.and adjusted by the National Geodetic Survey in October 1998..
 KE1265
 KE1265
 KE1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1265
 KE1265.The geoid height was determined by GEOID03.
 KE1265
 KE1265;                    North         East     Units Scale Factor Converg.
 KE1265;SPC KS N     -   171,046.642   610,741.912   MT  1.00001118   +1 33 29.5
 KE1265;SPC NE       -    11,512.619   881,788.597   MT  1.00007198   +2 57 26.7
 KE1265;UTM  15      - 4,413,996.256   282,926.664   MT  1.00018014   -1 37 35.1
 KE1265
 KE1265                          SUPERSEDED SURVEY CONTROL
 KE1265
 KE1265  NAD 83(1997)-  39 50 53.72329(N)    095 32 14.22454(W) AD(       ) 4
 KE1265  NAD 83(1986)-  39 50 53.73140(N)    095 32 14.22302(W) AD(       ) 4
 KE1265  NAD 27      -  39 50 53.70500(N)    095 32 13.28400(W) AD(       ) 3
 KE1265
 KE1265.Superseded values are not recommended for survey control.
 KE1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1265.See file dsdata.txt to determine how the superseded data were derived.
 KE1265
 KE1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE8292713996(NAD 83)
 KE1265_MARKER: 53 = ELEVATED TANK
 KE1265
 KE1265  HISTORY     - Date     Condition        Report By
 KE1265  HISTORY     - 1945     FIRST OBSERVED   CGS
 KE1265  HISTORY     - 20041029 GOOD             GEOCAC
 KE1265
 KE1265                          STATION DESCRIPTION
 KE1265
 KE1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 KE1265'THE STATION IS LOCATED IN THE S SECTION OF THE CITY OF HIAWATHA,
 KE1265'ABOUT 151 FEET S OF THE INTERSECTION OF IOWA AND SOUTH SEVENTH
 KE1265'STREETS.  IT IS AN 8-LEGGED STEEL STRUCTURE ABOUT 125 FEET
 KE1265'HIGH.  IT IS PAINTED SILVER.  THE POINT OBSERVED UPON WAS
 KE1265'THE BALL ON THE TOP.
 KE1265'
 KE1265'THIS IS AN INTERSECTION STATION.
 KE1265
 KE1265                          STATION RECOVERY (2004)
 KE1265
 KE1265'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0716 ***********************************************************************
 HH0716  DESIGNATION -  HICKOK
 HH0716  PID         -  HH0716
 HH0716  STATE/COUNTY-  KS/GRANT
 HH0716  USGS QUAD   -  HICKOK (1959)
 HH0716
 HH0716                         *CURRENT SURVEY CONTROL
 HH0716  ___________________________________________________________________
 HH0716* NAD 83(1997)-  37 31 06.49047(N)    101 14 06.01959(W)     ADJUSTED  
 HH0716* NAVD 88     -       928.     (meters)    3045.     (feet)  SCALED    
 HH0716  ___________________________________________________________________
 HH0716  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 HH0716  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 HH0716
 HH0716  HORZ ORDER  -  FIRST
 HH0716
 HH0716.The horizontal coordinates were established by classical geodetic methods
 HH0716.and adjusted by the National Geodetic Survey in October 1998..
 HH0716
 HH0716.The orthometric height was scaled from a topographic map.
 HH0716
 HH0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0716
 HH0716.The geoid height was determined by GEOID03.
 HH0716
 HH0716;                    North         East     Units Scale Factor Converg.
 HH0716;SPC KS S     -   498,082.992   158,259.845   MT  0.99996004   -1 40 50.7
 HH0716;UTM  14      - 4,154,737.255   302,483.314   MT  1.00008057   -1 21 41.7
 HH0716
 HH0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0716!SPC KS S     -   0.99985838  x   0.99996004  =   0.99981842
 HH0716!UTM  14      -   0.99985838  x   1.00008057  =   0.99993894
 HH0716
 HH0716:                Primary Azimuth Mark                     Grid Az
 HH0716:SPC KS S     -  HICKOK RAD STA KAA 716 MAST              037 15 07.5
 HH0716:UTM  14      -  HICKOK RAD STA KAA 716 MAST              036 55 58.5
 HH0716
 HH0716|---------------------------------------------------------------------|
 HH0716| PID    Reference Object                     Distance      Geod. Az  |
 HH0716|                                                           dddmmss.s |
 HH0716| HH0714 HICKOK RAD STA KAA 716 MAST         APPROX. 6.0 KM 0353416.8 |
 HH0716| HH0709 HICKOK RAD STA KAB 771 MAST         APPROX.11.5 KM 0653324.7 |
 HH0716| CM8752 HICKOK RM 1                          19.857 METERS 19103     |
 HH0716| HH0774 KANSAS PWR AND LT CO RAD TOWER      APPROX.12.8 KM 2384020.5 |
 HH0716| HH0773 HUGOTON PRODUCTION CO RAD MAST      APPROX.12.7 KM 2392521.0 |
 HH0716| HH0739 ULYSSES RAD STA KAL 877 MAST        APPROX.12.5 KM 2850901.1 |
 HH0716| HH0743 ULYSSES RAD STA KAB 583 MAST        APPROX.16.0 KM 2925617.0 |
 HH0716| CM8753 HICKOK RM 2                                        32948     |
 HH0716| CM8754 HICKOK RM 3                          48.802 METERS 32950     |
 HH0716| CM8751 HICKOK AZ MK 2                                     3590929.6 |
 HH0716| CM8750 HICKOK AZ MK                                       3593033.1 |
 HH0716|---------------------------------------------------------------------|
 HH0716
 HH0716                          SUPERSEDED SURVEY CONTROL
 HH0716
 HH0716  NAD 83(1997)-  37 31 06.49605(N)    101 14 06.01600(W) AD(       ) 1
 HH0716  NAD 83(1986)-  37 31 06.49777(N)    101 14 06.01678(W) AD(       ) 1
 HH0716  NAD 27      -  37 31 06.41244(N)    101 14 04.40355(W) AD(       ) 1
 HH0716
 HH0716.Superseded values are not recommended for survey control.
 HH0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0716.See file dsdata.txt to determine how the superseded data were derived.
 HH0716
 HH0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG0248354737(NAD 83)
 HH0716_MARKER: DS = TRIANGULATION STATION DISK
 HH0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0716+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 HH0716
 HH0716  HISTORY     - Date     Condition        Report By
 HH0716  HISTORY     - 1961     MONUMENTED       CGS
 HH0716  HISTORY     - 1971     GOOD             LOCENG
 HH0716  HISTORY     - 1972     GOOD             NGS
 HH0716  HISTORY     - 20021112 GOOD             INDIV
 HH0716
 HH0716                          STATION DESCRIPTION
 HH0716
 HH0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0716'THE STATION IS ABOUT 8 MILES SOUTHEAST OF ULYSSES, 3 MILES
 HH0716'SOUTH OF HICKOK, IN THE NORTHEAST ANGLE OF CROSSROAD, IN THE
 HH0716'SOUTHWEST QUARTER OF SECTION 14, T 29 S, R 36 W, ON PROPERTY
 HH0716'OWNED BY MRS. BERA SIMMONS.
 HH0716'
 HH0716'TO REACH THE STATION FROM THE RAILROAD CROSSING IN HICKOK,
 HH0716'GO WEST ON U.S. HIGHWAY 160 FOR 0.1 MILE TO A CROSSROAD.  TURN
 HH0716'LEFT AND GO SOUTH ON A DIRT ROAD 1.9 MILES TO A FIELD ROAD
 HH0716'ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 HH0716'ON THE MAIN ROAD FOR 1.0 MILE TO A SMALL BUILDING ON THE
 HH0716'RIGHT, A FIELD ROAD ON THE LEFT AND THE STATION IN THE NORTHEAST
 HH0716'ANGLE.
 HH0716'
 HH0716'STATION MARKS ARE STANDARD DISKS STAMPED HICKOK 1961.  THE
 HH0716'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 14 INCHES
 HH0716'BELOW THE SURFACE OF THE GROUND.  IT IS 128 FEET SOUTH WEST
 HH0716'OF THE CENTER OF AN OLD WINDMILL, 109.5 FEET NORTHEAST OF THE
 HH0716'NORTHEAST CORNER OF THE SMALL BUILDING, 67 FEET NORTH OF A
 HH0716'TELEPHONE POLE, 44 FEET EAST OF THE CENTER OF THE DIRT ROAD
 HH0716'AND 35 FEET NORTH OF THE CENTER OF THE FIELD ROAD.  THE
 HH0716'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HH0716'40 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0716'
 HH0716'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HICKOK NO 1
 HH0716'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 HH0716'IT IS 72.5 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING,
 HH0716'33 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 30 FEET EAST
 HH0716'OF THE CENTER OF THE DIRT ROAD AND 1.5 FEET NORTH OF A TELEPHONE
 HH0716'POLE.
 HH0716'
 HH0716'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HICKOK NO 2 1961,
 HH0716'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HH0716'IT IS 206 FEET NORTH OF THE NORTHEAST CORNER OF THE BUILDING,
 HH0716'36 FEET WEST OF THE CENTER OF THE DIRT ROAD AND 3 FEET WEST
 HH0716'OF A POWER POLE.
 HH0716'
 HH0716'AZIMUTH MARK IS A STANDARD DISK STAMPED HICKOK 1961, SET IN
 HH0716'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 56 FEET
 HH0716'EAST OF THE CENTER OF THE DIRT ROAD, 23 FEET EAST OF A TELEPHONE
 HH0716'POLE, 21 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 9 FEET
 HH0716'WEST OF A TELEPHONE POLE WITH A GUY LINE AND 2.4 FEET SOUTHEAST
 HH0716'OF A METAL WITNESS POST.
 HH0716'
 HH0716'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HH0716'
 HH0716'A SMALL AMOUNT OF CLEARING AT THE STATION TO SEE THE AZIMUTH
 HH0716'MARK FROM THE GROUND.
 HH0716
 HH0716                          STATION RECOVERY (1971)
 HH0716
 HH0716'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ATL)
 HH0716'RECOVERED BY--M.J. HARDEN ASSOC. INC.
 HH0716'
 HH0716'HICKOK 1961-GOOD 14 IN SUB-SURFACE = SURFACE MARK
 HH0716'
 HH0716'R.M. NO. 1-GOOD
 HH0716'
 HH0716'R.M. NO. 2-LEANING
 HH0716
 HH0716                          STATION RECOVERY (1972)
 HH0716
 HH0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HH0716'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND
 HH0716'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND OUT OF
 HH0716'POSITION AND THE AZIMUTH MARK WAS FOUND SETTING ON TOP THE
 HH0716'GROUND SURFACE NEAR ITS ORIGINAL LOCATION.  REFERENCE MARK
 HH0716'2 MONUMENT WAS RESET AND THE DISK WAS NUMBERED 3.  THE AZIMUTH
 HH0716'MARK WAS RESET AND RESTAMPED.  THE DESCRIPTION OF THE ROUTE
 HH0716'TO REACH THE STATION IS ADEQUATE.  FOLLOWING ARE ADDITIONAL
 HH0716'NOTE FOR THE STATION MARK AND REFERENCE MARK 1 AND
 HH0716'DESCRIPTIONS FOR REFERENCE MARK 3 AND THE AZIMUTH MARK.
 HH0716'
 HH0716'THE STATION MARK IS 16 INCHES BELOW THE GROUND SURFACE, 66 FEET
 HH0716'NORTH OF A METAL WITNESS POST, 44 FEET EAST OF THE CENTER
 HH0716'OF THE GRAVELED ROAD AND 35 FEET NORTH OF THE CENTER OF A
 HH0716'FIELD ROAD.
 HH0716'
 HH0716'REFERENCE MARK 1 PROJECTS 4 INCHES ABOVE THE GROUND SURFACE,
 HH0716'30 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 19 FEET SOUTH
 HH0716'OF THE CENTER OF THE FIELD ROAD AND 1.5 FEET NORTHWEST OF THE METAL
 HH0716'WITNESS POST.
 HH0716'
 HH0716'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HICKOK 1961 NO
 HH0716'3 1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 HH0716'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET
 HH0716'WEST OF THE CENTER OF THE GRAVELED ROAD 1.5 FEET SOUTHEAST OF
 HH0716'A METAL WITNESS POST AND 1 FOOT EAST OF A 2-INCH PIPE THAT
 HH0716'PROJECTS 3 FEET ABOVE THE GROUND SURFACE.
 HH0716'
 HH0716'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HICKOK 1961 1972,
 HH0716'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 HH0716'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET
 HH0716'SOUTH OF THE CENTER OF A FIELD ROAD, 23 FEET EAST OF THE
 HH0716'CENTER OF A GRAVELED ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS
 HH0716'POST.
 HH0716'
 HH0716'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 HH0716'GRAVELED ROAD 1.0 MILE TO A FIELD ROAD ON THE RIGHT AND THE
 HH0716'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 HH0716'
 HH0716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 HH0716'SOUTH OF HICKOK.
 HH0716
 HH0716                          STATION RECOVERY (2002)
 HH0716
 HH0716'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CC)
 HH0716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0713 ***********************************************************************
 HH0713  DESIGNATION -  HICKOK CITIES SERV GAS TANK
 HH0713  PID         -  HH0713
 HH0713  STATE/COUNTY-  KS/GRANT
 HH0713  USGS QUAD   -  HICKOK (1959)
 HH0713
 HH0713                         *CURRENT SURVEY CONTROL
 HH0713  ___________________________________________________________________
 HH0713* NAD 83(1997)-  37 33 28.94264(N)    101 07 52.04843(W)     ADJUSTED  
 HH0713* NAVD 88     -                                                        
 HH0713  ___________________________________________________________________
 HH0713  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HH0713  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 HH0713
 HH0713  HORZ ORDER  -  THIRD
 HH0713
 HH0713.The horizontal coordinates were established by classical geodetic methods
 HH0713.and adjusted by the National Geodetic Survey in October 1998..
 HH0713
 HH0713
 HH0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0713
 HH0713.The geoid height was determined by GEOID03.
 HH0713
 HH0713;                    North         East     Units Scale Factor Converg.
 HH0713;SPC KS S     -   502,208.620   167,563.040   MT  0.99995550   -1 37 00.8
 HH0713;UTM  14      - 4,158,914.921   311,764.382   MT  1.00003646   -1 17 58.0
 HH0713
 HH0713                          SUPERSEDED SURVEY CONTROL
 HH0713
 HH0713  NAD 83(1997)-  37 33 28.94885(N)    101 07 52.04508(W) AD(       ) 4
 HH0713  NAD 83(1986)-  37 33 28.94890(N)    101 07 52.04585(W) AD(       ) 4
 HH0713  NAD 27      -  37 33 28.87230(N)    101 07 50.42962(W) AD(       ) 3
 HH0713
 HH0713.Superseded values are not recommended for survey control.
 HH0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0713.See file dsdata.txt to determine how the superseded data were derived.
 HH0713
 HH0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG1176458915(NAD 83)
 HH0713_MARKER: 53 = ELEVATED TANK
 HH0713
 HH0713  HISTORY     - Date     Condition        Report By
 HH0713  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0713
 HH0713                          STATION DESCRIPTION
 HH0713
 HH0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0713'THE STATION IS THE TOP-CENTER OF THE LOW, FOUR-LEGGED WATER
 HH0713'TANK, SOUTH OF THE SHORTER ONE OF TWO LONG, LOW BUILDINGS
 HH0713'ON THE CITIES SERVICE GAS PLANT GROUNDS WHICH ARE ABOUT 5-1/2
 HH0713'MILES EAST OF HICKOCK.  THE TANK IS ABOUT 1/4 MILE SOUTH
 HH0713'OF U.S. HIGHWAY 160.  THERE IS A PARABOLIC MICROWAVE REFLECTOR
 HH0713'ON THE TOP OF THE TANK AND CITIES SERVICE GAS CO HUGOTON
 HH0713'STATION IS PAINTED ON THE NORTH SIDE OF THE TANK IN BLACK
 HH0713'LETTERS.  THE TANK IS ABOUT 60 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0715 ***********************************************************************
 HH0715  DESIGNATION -  HICKOK COLUMBIAN CARBON TANK
 HH0715  PID         -  HH0715
 HH0715  STATE/COUNTY-  KS/GRANT
 HH0715  USGS QUAD   -  HICKOK (1959)
 HH0715
 HH0715                         *CURRENT SURVEY CONTROL
 HH0715  ___________________________________________________________________
 HH0715* NAD 83(1997)-  37 32 26.52743(N)    101 11 46.82060(W)     ADJUSTED  
 HH0715* NAVD 88     -                                                        
 HH0715  ___________________________________________________________________
 HH0715  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HH0715  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 HH0715
 HH0715  HORZ ORDER  -  THIRD
 HH0715
 HH0715.The horizontal coordinates were established by classical geodetic methods
 HH0715.and adjusted by the National Geodetic Survey in October 1998..
 HH0715
 HH0715
 HH0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0715
 HH0715.The geoid height was determined by GEOID03.
 HH0715
 HH0715;                    North         East     Units Scale Factor Converg.
 HH0715;SPC KS S     -   500,449.843   161,747.855   MT  0.99995743   -1 39 25.1
 HH0715;UTM  14      - 4,157,123.742   305,958.500   MT  1.00006380   -1 20 19.3
 HH0715
 HH0715                          SUPERSEDED SURVEY CONTROL
 HH0715
 HH0715  NAD 83(1997)-  37 32 26.53333(N)    101 11 46.81733(W) AD(       ) 4
 HH0715  NAD 83(1986)-  37 32 26.53401(N)    101 11 46.81764(W) AD(       ) 4
 HH0715  NAD 27      -  37 32 26.45157(N)    101 11 45.20407(W) AD(       ) 3
 HH0715
 HH0715.Superseded values are not recommended for survey control.
 HH0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0715.See file dsdata.txt to determine how the superseded data were derived.
 HH0715
 HH0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG0595957124(NAD 83)
 HH0715_MARKER: 51 = TANK
 HH0715
 HH0715  HISTORY     - Date     Condition        Report By
 HH0715  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0715
 HH0715                          STATION DESCRIPTION
 HH0715
 HH0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0715'THE STATION IS THE FINIAL ATOP THE 120-FOOT HIGH, BLACK WATER
 HH0715'TANK AT THE COLUMBIAN CARBON CO. PLANT WHICH IS 2 MILES
 HH0715'EAST AND 1-1/2 MILES SOUTH OF HICKOCK.  THE TANK HAS COLUMBIAN
 HH0715'CARBON CO PAINTED IN SILVER LETTERS ON THE WEST SIDE OF THE
 HH0715'TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0714 ***********************************************************************
 HH0714  DESIGNATION -  HICKOK RAD STA KAA 716 MAST
 HH0714  PID         -  HH0714
 HH0714  STATE/COUNTY-  KS/GRANT
 HH0714  USGS QUAD   -  HICKOK (1959)
 HH0714
 HH0714                         *CURRENT SURVEY CONTROL
 HH0714  ___________________________________________________________________
 HH0714* NAD 83(1997)-  37 33 45.72946(N)    101 11 42.93662(W)     ADJUSTED  
 HH0714* NAVD 88     -                                                        
 HH0714  ___________________________________________________________________
 HH0714  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 HH0714  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 HH0714
 HH0714  HORZ ORDER  -  THIRD
 HH0714
 HH0714.The horizontal coordinates were established by classical geodetic methods
 HH0714.and adjusted by the National Geodetic Survey in October 1998..
 HH0714
 HH0714
 HH0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0714
 HH0714.The geoid height was determined by GEOID03.
 HH0714
 HH0714;                    North         East     Units Scale Factor Converg.
 HH0714;SPC KS S     -   502,887.758   161,913.735   MT  0.99995499   -1 39 22.7
 HH0714;UTM  14      - 4,159,562.802   306,110.866   MT  1.00006307   -1 20 19.4
 HH0714
 HH0714                          SUPERSEDED SURVEY CONTROL
 HH0714
 HH0714  NAD 83(1997)-  37 33 45.73557(N)    101 11 42.93347(W) AD(       ) 4
 HH0714  NAD 83(1986)-  37 33 45.73614(N)    101 11 42.93350(W) AD(       ) 4
 HH0714  NAD 27      -  37 33 45.65644(N)    101 11 41.31908(W) AD(       ) 3
 HH0714
 HH0714.Superseded values are not recommended for survey control.
 HH0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0714.See file dsdata.txt to determine how the superseded data were derived.
 HH0714
 HH0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG0611159563(NAD 83)
 HH0714_MARKER: 42 = RADIO/TV MAST
 HH0714
 HH0714  HISTORY     - Date     Condition        Report By
 HH0714  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0714
 HH0714                          STATION DESCRIPTION
 HH0714
 HH0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0714'THE STATION IS THE TOP-CENTER OF THE 125-FOOT HIGH, RED AND
 HH0714'WHITE RADIO MAST ON THE MOBIL OIL CO. GAS PLANT GROUNDS,
 HH0714'2 MILES EAST OF HICKOCK AND 0.05 MILE NORTH OF U.S. HIGHWAY 160.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0709 ***********************************************************************
 HH0709  DESIGNATION -  HICKOK RAD STA KAB 771 MAST
 HH0709  PID         -  HH0709
 HH0709  STATE/COUNTY-  KS/GRANT
 HH0709  USGS QUAD   -  HICKOK SE (1960)
 HH0709
 HH0709                         *CURRENT SURVEY CONTROL
 HH0709  ___________________________________________________________________
 HH0709* NAD 83(1997)-  37 33 40.05844(N)    101 07 01.01654(W)     ADJUSTED  
 HH0709* NAVD 88     -                                                        
 HH0709  ___________________________________________________________________
 HH0709  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 HH0709  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HH0709
 HH0709  HORZ ORDER  -  THIRD
 HH0709
 HH0709.The horizontal coordinates were established by classical geodetic methods
 HH0709.and adjusted by the National Geodetic Survey in October 1998..
 HH0709
 HH0709
 HH0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0709
 HH0709.The geoid height was determined by GEOID03.
 HH0709
 HH0709;                    North         East     Units Scale Factor Converg.
 HH0709;SPC KS S     -   502,515.926   168,824.612   MT  0.99995516   -1 36 29.5
 HH0709;UTM  14      - 4,159,229.235   313,024.330   MT  1.00003064   -1 17 27.2
 HH0709
 HH0709                          SUPERSEDED SURVEY CONTROL
 HH0709
 HH0709  NAD 83(1997)-  37 33 40.06479(N)    101 07 01.01328(W) AD(       ) 4
 HH0709  NAD 83(1986)-  37 33 40.06474(N)    101 07 01.01415(W) AD(       ) 4
 HH0709  NAD 27      -  37 33 39.98025(N)    101 06 59.39784(W) AD(       ) 3
 HH0709
 HH0709.Superseded values are not recommended for survey control.
 HH0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0709.See file dsdata.txt to determine how the superseded data were derived.
 HH0709
 HH0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG1302459229(NAD 83)
 HH0709_MARKER: 42 = RADIO/TV MAST
 HH0709
 HH0709  HISTORY     - Date     Condition        Report By
 HH0709  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0709
 HH0709                          STATION DESCRIPTION
 HH0709
 HH0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0709'THE STATION IS THE RED LIGHT ATOP THE RED AND WHITE, 255-FOOT
 HH0709'HIGH CITIES SERVICE GAS COMPANY RADIO MAST WHICH IS APPROXIMATELY
 HH0709'6-1/2 MILES EAST OF HICKOCK AND 90 YARDS SOUTH OF U.S. HIGHWAY
 HH0709'160.  A PIPE ABOUT 2 1/2-FOOT LONG PROJECTS TO THE NORTH
 HH0709'AT THE TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0712 ***********************************************************************
 HH0712  DESIGNATION -  HICKOK SULLIVAN INC GRAIN ELEV
 HH0712  PID         -  HH0712
 HH0712  STATE/COUNTY-  KS/GRANT
 HH0712  USGS QUAD   -  HICKOK (1959)
 HH0712
 HH0712                         *CURRENT SURVEY CONTROL
 HH0712  ___________________________________________________________________
 HH0712* NAD 83(1997)-  37 33 44.47169(N)    101 14 05.20418(W)     ADJUSTED  
 HH0712* NAVD 88     -                                                        
 HH0712  ___________________________________________________________________
 HH0712  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 HH0712  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 HH0712
 HH0712  HORZ ORDER  -  THIRD
 HH0712
 HH0712.The horizontal coordinates were established by classical geodetic methods
 HH0712.and adjusted by the National Geodetic Survey in October 1998..
 HH0712
 HH0712
 HH0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0712
 HH0712.The geoid height was determined by GEOID03.
 HH0712
 HH0712;                    North         East     Units Scale Factor Converg.
 HH0712;SPC KS S     -   502,950.655   158,422.695   MT  0.99995503   -1 40 50.2
 HH0712;UTM  14      - 4,159,606.345   302,619.124   MT  1.00007990   -1 21 46.1
 HH0712
 HH0712                          SUPERSEDED SURVEY CONTROL
 HH0712
 HH0712  NAD 83(1997)-  37 33 44.47760(N)    101 14 05.20109(W) AD(       ) 4
 HH0712  NAD 83(1986)-  37 33 44.47856(N)    101 14 05.20062(W) AD(       ) 4
 HH0712  NAD 27      -  37 33 44.39879(N)    101 14 03.58664(W) AD(       ) 3
 HH0712
 HH0712.Superseded values are not recommended for survey control.
 HH0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0712.See file dsdata.txt to determine how the superseded data were derived.
 HH0712
 HH0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG0261959606(NAD 83)
 HH0712_MARKER: 65 = GRAIN ELEVATOR
 HH0712
 HH0712  HISTORY     - Date     Condition        Report By
 HH0712  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0712
 HH0712                          STATION DESCRIPTION
 HH0712
 HH0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0712'THE STATION IS THE CENTER OF THE VENTILATOR ON THE TOP OF
 HH0712'THE HEAD-HOUSE ON THE SULLIVAN INC. GRAIN ELEVATOR IN HICKOCK.
 HH0712'THE ELEVATOR IS IN THE NORTHWEST ANGLE OF THE INTERSECTION
 HH0712'FORMED BY THE RAILROAD TRACKS AND U.S. HIGHWAY 160.  THERE IS
 HH0712'A LARGE, STEEL STORAGE BIN TO THE WEST OF THE ELEVATOR.  THE
 HH0712'ELEVATOR IS 150 FEET HIGH, GRAY COLORED, TWO BINS WIDE AND
 HH0712'EIGHT BINS LONG, AND IT SETS NORTHWEST AND SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1180 ***********************************************************************
 HF1180  DESIGNATION -  HICKORY
 HF1180  PID         -  HF1180
 HF1180  STATE/COUNTY-  KS/BUTLER
 HF1180  USGS QUAD   -  AUGUSTA (1979)
 HF1180
 HF1180                         *CURRENT SURVEY CONTROL
 HF1180  ___________________________________________________________________
 HF1180* NAD 83(1997)-  37 37 35.85275(N)    096 52 50.76784(W)     ADJUSTED  
 HF1180* NAVD 88     -       403.87   (+/-2cm)    1325.0    (feet)  VERTCON   
 HF1180  ___________________________________________________________________
 HF1180  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 HF1180  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF1180
 HF1180  HORZ ORDER  -  THIRD
 HF1180  VERT ORDER  -  THIRD ? (See Below)
 HF1180
 HF1180.The horizontal coordinates were established by classical geodetic methods
 HF1180.and adjusted by the National Geodetic Survey in October 1998..
 HF1180
 HF1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1180.The vertical order pertains to the NGVD 29 superseded value.
 HF1180
 HF1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1180
 HF1180.The geoid height was determined by GEOID03.
 HF1180
 HF1180;                    North         East     Units Scale Factor Converg.
 HF1180;SPC KS S     -   507,781.743   542,924.588   MT  0.99994875   +0 59 42.2
 HF1180;UTM  14      - 4,166,501.746   687,013.183   MT  1.00003080   +1 17 39.1
 HF1180
 HF1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1180!SPC KS S     -   0.99994121  x   0.99994875  =   0.99988996
 HF1180!UTM  14      -   0.99994121  x   1.00003080  =   0.99997201
 HF1180
 HF1180:                Primary Azimuth Mark                     Grid Az
 HF1180:SPC KS S     -  LEON MUNICIPAL TANK                      051 06 16.5
 HF1180:UTM  14      -  LEON MUNICIPAL TANK                      050 48 19.6
 HF1180
 HF1180|---------------------------------------------------------------------|
 HF1180| PID    Reference Object                     Distance      Geod. Az  |
 HF1180|                                                           dddmmss.s |
 HF1180| HF1173 LEON MUNICIPAL TANK                 APPROX.11.0 KM 0520558.7 |
 HF1180| CL5344 HICKORY RM 1                         24.076 METERS 07845     |
 HF1180| CL5345 HICKORY RM 2                         12.540 METERS 15949     |
 HF1180| CL5343 HICKORY AZ MK                                      1800434.2 |
 HF1180|---------------------------------------------------------------------|
 HF1180
 HF1180                          SUPERSEDED SURVEY CONTROL
 HF1180
 HF1180  NAD 83(1997)-  37 37 35.85747(N)    096 52 50.75625(W) AD(       ) 3
 HF1180  NAD 83(1986)-  37 37 35.86539(N)    096 52 50.76032(W) AD(       ) 3
 HF1180  NAD 27      -  37 37 35.79864(N)    096 52 49.63840(W) AD(       ) 3
 HF1180  NGVD 29 (07/19/86)  403.73   (m)         1324.6    (f) LEVELING    3  
 HF1180
 HF1180.Superseded values are not recommended for survey control.
 HF1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1180.See file dsdata.txt to determine how the superseded data were derived.
 HF1180
 HF1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8701366502(NAD 83)
 HF1180_MARKER: DS = TRIANGULATION STATION DISK
 HF1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1180_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1180
 HF1180  HISTORY     - Date     Condition        Report By
 HF1180  HISTORY     - 1957     MONUMENTED       CGS
 HF1180
 HF1180                          STATION DESCRIPTION
 HF1180
 HF1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1180'THE STATION IS LOCATED AIRLINE, ABOUT 12 MILES NORTHEAST OF
 HF1180'DOUGLASS AND ABOUT 6 MILES SOUTHEAST OF AUGUSTA ON LAND OWNED
 HF1180'BY MR. GILBERT LIETZKE.
 HF1180'
 HF1180'THE STATION IS A STANDARD DISK STAMPED HICKORY 1957 SET IN
 HF1180'TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12 INCHES IN DIAMETER
 HF1180'AND IS ABOUT FLUSH WITH THE GROUND.  IT IS 46 FEET WEST OF THE
 HF1180'CENTER LINE OF THE ROAD AND 15.5 FEET WEST OF A NORTH-SOUTH
 HF1180'FENCE LINE AND A WHITE WITNESS POST.
 HF1180'
 HF1180'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HICKORY
 HF1180'NO 1 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HF1180'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE
 HF1180'SAME ELEVATION AS THE STATION.  IT IS 31 FEET EAST OF THE
 HF1180'CENTER LINE OF THE ROAD.
 HF1180'
 HF1180'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HICKORY NO 2
 HF1180'1957 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12
 HF1180'INCHES IN DIAMETER, ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE
 HF1180'SAME ELEVATION AS THE STATION.  IT IS 1 FOOT WEST OF A
 HF1180'NORTH-SOUTH FENCE LINE AND 31 FEET WEST OF THE CENTER LINE
 HF1180'OF THE ROAD.
 HF1180'
 HF1180'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HICKORY 1957
 HF1180'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1180'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTHEAST OF A
 HF1180'FENCE CORNER AND 42 FEET NORTHWEST OF THE CENTER LINE OF A
 HF1180'CROSS-ROAD.
 HF1180'
 HF1180'TO REACH THE STATION FROM THE SANTA FE RAILWAY EXPRESS STATION
 HF1180'IN DOUGLASS, GO EAST ON THIRD STREET FOR 0.05 MILE, TURN LEFT
 HF1180'AND GO NORTH AND EAST ON A PAVED ROAD FOR 0.35 MILE TO U.S.
 HF1180'HIGHWAY 77.  CROSS THE HIGHWAY AND CONTINUE EAST ON THE PAVED
 HF1180'ROAD FOR 6.7 MILES TO A CROSS-ROAD, TURN LEFT AND GO NORTH ON
 HF1180'THE PAVED ROAD FOR 6.9 MILES TO A CROSS-ROAD AND THE AZIMUTH
 HF1180'MARK IN THE NORTHWEST ANGLE, CONTINUE NORTH ON THE PAVED ROAD
 HF1180'FOR 0.35 MILE TO A WHITE WITNESS POST ON THE LEFT, WEST SIDE
 HF1180'AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1642 ***********************************************************************
 JE1642  DESIGNATION -  HICKORY
 JE1642  PID         -  JE1642
 JE1642  STATE/COUNTY-  KS/MIAMI
 JE1642  USGS QUAD   -  WELLSVILLE (1973)
 JE1642
 JE1642                         *CURRENT SURVEY CONTROL
 JE1642  ___________________________________________________________________
 JE1642* NAD 83(1997)-  38 40 49.91672(N)    095 01 44.33974(W)     ADJUSTED  
 JE1642* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 JE1642  ___________________________________________________________________
 JE1642  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JE1642  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JE1642
 JE1642  HORZ ORDER  -  THIRD
 JE1642
 JE1642.The horizontal coordinates were established by classical geodetic methods
 JE1642.and adjusted by the National Geodetic Survey in October 1998..
 JE1642
 JE1642.The orthometric height was scaled from a topographic map.
 JE1642
 JE1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1642
 JE1642.The geoid height was determined by GEOID03.
 JE1642
 JE1642;                    North         East     Units Scale Factor Converg.
 JE1642;SPC KS S     -   629,140.294   701,966.760   MT  1.00002451   +2 07 58.9
 JE1642;SPC KS N     -    42,783.372   658,477.005   MT  1.00000603   +1 52 47.3
 JE1642;UTM  15      - 4,283,279.373   323,511.302   MT  0.99998358   -1 16 06.2
 JE1642
 JE1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1642!SPC KS S     -   0.99995508  x   1.00002451  =   0.99997959
 JE1642!SPC KS N     -   0.99995508  x   1.00000603  =   0.99996111
 JE1642!UTM  15      -   0.99995508  x   0.99998358  =   0.99993866
 JE1642
 JE1642|---------------------------------------------------------------------|
 JE1642| PID    Reference Object                     Distance      Geod. Az  |
 JE1642|                                                           dddmmss.s |
 JE1642| CL5342 HICKORY RM 2                         21.828 METERS 00807     |
 JE1642| CL5341 HICKORY RM 1                         23.520 METERS 09941     |
 JE1642| CL5340 HICKORY AZ MK                                      2714851.4 |
 JE1642| JE1643 WELLSVILLE MUNICIPAL TANK           APPROX. 6.3 KM 3135005.6 |
 JE1642|---------------------------------------------------------------------|
 JE1642
 JE1642                          SUPERSEDED SURVEY CONTROL
 JE1642
 JE1642  NAD 83(1986)-  38 40 49.92467(N)    095 01 44.34113(W) AD(       ) 3
 JE1642  NAD 27      -  38 40 49.89113(N)    095 01 43.46030(W) AD(       ) 3
 JE1642
 JE1642.Superseded values are not recommended for survey control.
 JE1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1642.See file dsdata.txt to determine how the superseded data were derived.
 JE1642
 JE1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2351183279(NAD 83)
 JE1642_MARKER: DS = TRIANGULATION STATION DISK
 JE1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1642
 JE1642  HISTORY     - Date     Condition        Report By
 JE1642  HISTORY     - 1948     MONUMENTED       CGS
 JE1642  HISTORY     - 1967     GOOD             CGS
 JE1642  HISTORY     - 1970     GOOD             NGS
 JE1642
 JE1642                          STATION DESCRIPTION
 JE1642
 JE1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1642'STATION IS LOCATED ABOUT 5.5 MILES SOUTH-SOUTHWEST OF EDGERTON
 JE1642'AND 4.5 MILES SOUTHEAST OF WELLSVILLE ON PROPERTY OWNED BY
 JE1642'MR. C.F. BELL.  IT IS NEAR THE NORTHWEST CORNER OF THE BARN
 JE1642'LOT, 81 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 JE1642'BARN, 14 FEET SOUTH OF THE EAST-WEST FENCE, 18.5 FEET EAST OF
 JE1642'THE NORTH-SOUTH FENCE AND 42 FEET SOUTH OF THE CENTER OF THE
 JE1642'EAST-WEST ROAD.  IT IS STAMPED HICKORY 1948 AND IS FLUSH WITH
 JE1642'THE GROUND.
 JE1642'
 JE1642'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE BARN LOT,
 JE1642'56.5 FEET NORTH OF THE NORTHEAST CORNER OF THE BARN, 1 FOOT
 JE1642'WEST OF THE FENCE LINE AND 84.5 FEET SOUTHWEST OF THE CENTER
 JE1642'OF THE CROSSROADS.  IT IS STAMPED HICKORY NO 1 1948 AND IS
 JE1642'FLUSH WITH THE GROUND.
 JE1642'
 JE1642'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY AND 28 FEET NORTH
 JE1642'OF THE CENTER OF THE EAST-WEST ROAD, 2 FEET SOUTH OF THE
 JE1642'FENCE LINE, 3 FEET EAST OF A POWER LINE POLE AND ABOUT 132
 JE1642'FEET WEST OF THE NORTH-SOUTH ROAD.  IT IS STAMPED HICKORY
 JE1642'NO 2 1948 AND PROJECTS 3 INCHES.
 JE1642'
 JE1642'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 25.5 FEET NORTH OF THE
 JE1642'CENTER OF THE EAST-WEST ROAD, 1 FOOT SOUTH OF THE FENCE LINE,
 JE1642'2 FEET EAST OF A WITNESS POST AND IS ACROSS THE ROAD NORTH
 JE1642'OF A WOODEN GATE.  IT IS STAMPED HICKORY 1948 AND PROJECTS
 JE1642'5 INCHES.
 JE1642'
 JE1642'TO REACH FROM THE POST OFFICE IN EDGERTON, GO WEST ON GRAVELED
 JE1642'ROAD FOR 0.6 MILE TO A T-ROAD, TURN LEFT, SOUTH, FOR 3.1 MILES
 JE1642'TO A T-ROAD, TURN RIGHT, WEST, FOR 0.45 MILE TO A CROSSROAD
 JE1642'AND A SCHOOL HOUSE IN THE NORTHEAST ANGLE OF THE INTERSECTION,
 JE1642'TURN LEFT, SOUTH, FOR 1.7 MILES TO A CROSSROAD AND THE STATION
 JE1642'IN THE SOUTHWEST ANGLE OF THE INTERSECTION.  CONTINUE WEST
 JE1642'FROM THE STATION FOR 0.5 MILE TO THE AZIMUTH MARK ON THE NORTH
 JE1642'SIDE OF THE ROAD AS DESCRIBED.
 JE1642'
 JE1642'AN 87 FOOT SIGNAL AT TUGGLE IS VISIBLE AT 10 FEET.
 JE1642'
 JE1642'AN 87 FOOT SIGNAL AT STANTON IS VISIBLE AT 30 FEET.
 JE1642'
 JE1642'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1642
 JE1642                          STATION RECOVERY (1967)
 JE1642
 JE1642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JE1642'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JE1642'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JE1642'THE BARN NEAR THE STATION IS BEING TAKEN DOWN.  AT THE REQUEST
 JE1642'OF THE PROPERTY OWNER MR. CHARLES D. ROGERS, THE SURFACE
 JE1642'MARK WAS LOWERED BELOW PLOW DEPTH.
 JE1642'
 JE1642'FOLLOWING IS A COMPLETE DESCRIPTION.
 JE1642'
 JE1642'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 JE1642'35 AND STATE HIGHWAY 33 WHICH IS ABOUT 1 MILE SOUTH OF WELLSVILLE,
 JE1642'GO SOUTH ON STATE HIGHWAY 33 FOR 1.65 MILES TO A ROAD FORK
 JE1642'AND WHERE HIGHWAY 33 CURVES SOUTHWEST AND WEST.  CONTINUE SOUTH ON
 JE1642'A GRAVELED ROAD FOR 0.05 MILE TO A T-INTERSECTION.  TURN LEFT
 JE1642'AND GO EAST ON A GRAVELED ROAD FOR 2.1 MILES TO A FIELD
 JE1642'ENTRANCE ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 JE1642'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD
 JE1642'AND THE STATION IN THE SOUTHWEST ANGLE OF THE CROSSROAD.
 JE1642'
 JE1642'STATION MARK, A STANDARD DISK STAMPED HICKORY 1948 1967,
 JE1642'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 14 INCHES
 JE1642'BELOW THE SURFACE OF THE GROUND.  IT IS IN A CULTIVATED
 JE1642'FIELD, 143 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD,
 JE1642'43.5 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, AND 43 FEET
 JE1642'SOUTH OF THE CENTER OF AN EAST-WEST ROAD.  THE UNDERGROUND
 JE1642'DISK, STAMPED HICKORY 1948, IS SET IN AN IRREGULAR MASS OF
 JE1642'CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 JE1642'
 JE1642'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HICKORY NO.
 JE1642'1 1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 JE1642'WITH THE SURFACE OF THE GROUND.  IT IS 67 FEET WEST OF THE
 JE1642'CENTER OF THE NORTH-SOUTH ROAD, 55 FEET SOUTH OF THE CENTER OF THE
 JE1642'EAST-WEST ROAD, AND 43 FEET SOUTHEAST OF THE TELEPHONE POLE.
 JE1642'
 JE1642'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HICKORY NO.
 JE1642'2 1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JE1642'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET WEST
 JE1642'OF AN EAST BRACE POST, 29 FEET NORTH OF THE CENTER OF THE
 JE1642'EAST-WEST ROAD, 1.5 FEET EAST-SOUTHEAST OF A POWERLINE POLE, AND 1
 JE1642'FOOT SOUTH OF AN EAST-WEST FENCE.
 JE1642'
 JE1642'AZIMUTH MARK, A STANDARD DISK STAMPED HICKORY 1948, IS SET
 JE1642'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 JE1642'IT IS 29.5 FEET NORTH OF CENTER OF THE EAST-WEST ROAD, 1.5
 JE1642'FEET SOUTH OF AN EAST-WEST FENCE, 1 FOOT EAST OF A METAL
 JE1642'WITNESS POST, AND ACROSS ROAD NORTH OF A WIRE GATE AND FIELD
 JE1642'ENTRANCE.
 JE1642'
 JE1642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/2 MILES
 JE1642'SOUTHEAST OF WELLSVILLE.
 JE1642
 JE1642                          STATION RECOVERY (1970)
 JE1642
 JE1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1642'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1642'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 JE1642'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 JE1642'ADEQUATE FOR RECOVERY.
 JE1642'
 JE1642'TO REACH THE STATION FROM THE POST OFFICE IN EDGERTON, GO WEST ON
 JE1642'A SURFACED ROAD FOR 0.7 MILE TO A T-INTERSECTION.  TURN LEFT AND GO
 JE1642'SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT.
 JE1642'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 3.0 MILES TO A
 JE1642'CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE.
 JE1642'
 JE1642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2 MILES
 JE1642'SOUTH-SOUTHWEST OF EDGERTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1058 ***********************************************************************
 HE1058  DESIGNATION -  HICKORY
 HE1058  PID         -  HE1058
 HE1058  STATE/COUNTY-  KS/CHEROKEE
 HE1058  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1058
 HE1058                         *CURRENT SURVEY CONTROL
 HE1058  ___________________________________________________________________
 HE1058* NAD 83(1997)-  37 03 23.52052(N)    094 37 50.49023(W)     ADJUSTED  
 HE1058* NAVD 88     -       302.7    (meters)     993.     (feet)  VERTCON   
 HE1058  ___________________________________________________________________
 HE1058  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 HE1058  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 HE1058
 HE1058  HORZ ORDER  -  SECOND
 HE1058
 HE1058.The horizontal coordinates were established by classical geodetic methods
 HE1058.and adjusted by the National Geodetic Survey in October 1998..
 HE1058
 HE1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1058
 HE1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1058
 HE1058.The geoid height was determined by GEOID03.
 HE1058
 HE1058;                    North         East     Units Scale Factor Converg.
 HE1058;SPC KS S     -   450,410.759   744,076.159   MT  1.00004795   +2 22 40.1
 HE1058;SPC MO W     -    98,751.042   838,376.210   MT  0.99994284   -0 04 43.5
 HE1058;UTM  15      - 4,102,387.375   355,009.543   MT  0.99985897   -0 58 58.2
 HE1058
 HE1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1058!SPC KS S     -   0.99995714  x   1.00004795  =   1.00000508
 HE1058!SPC MO W     -   0.99995714  x   0.99994284  =   0.99989998
 HE1058!UTM  15      -   0.99995714  x   0.99985897  =   0.99981611
 HE1058
 HE1058:                Primary Azimuth Mark                     Grid Az
 HE1058:SPC KS S     -  HICKORY AZ MK                            061 04 58.2
 HE1058:SPC MO W     -  HICKORY AZ MK                            063 32 21.8
 HE1058:UTM  15      -  HICKORY AZ MK                            064 26 36.5
 HE1058
 HE1058|---------------------------------------------------------------------|
 HE1058| PID    Reference Object                     Distance      Geod. Az  |
 HE1058|                                                           dddmmss.s |
 HE1058| CN6420 HICKORY AZ MK                                      0632738.3 |
 HE1058| CN6421 HICKORY RM 1                         18.371 METERS 17004     |
 HE1058| CN6422 HICKORY RM 2                         18.292 METERS 26234     |
 HE1058| HE1069 SPENCER CHEMICAL CO S TANK          APPROX. 7.7 KM 3301013.1 |
 HE1058|---------------------------------------------------------------------|
 HE1058
 HE1058                          SUPERSEDED SURVEY CONTROL
 HE1058
 HE1058  NAD 83(1997)-  37 03 23.52723(N)    094 37 50.49233(W) AD(       ) 2
 HE1058  NAD 83(1986)-  37 03 23.53567(N)    094 37 50.48608(W) AD(       ) 2
 HE1058  NAD 27      -  37 03 23.32195(N)    094 37 49.66260(W) AD(       ) 2
 HE1058  NGVD 29 (07/19/86)  302.6    (m)          993.     (f) VERT ANG       
 HE1058
 HE1058.Superseded values are not recommended for survey control.
 HE1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1058.See file dsdata.txt to determine how the superseded data were derived.
 HE1058
 HE1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5501002387(NAD 83)
 HE1058_MARKER: DS = TRIANGULATION STATION DISK
 HE1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1058
 HE1058  HISTORY     - Date     Condition        Report By
 HE1058  HISTORY     - 1966     MONUMENTED       CGS
 HE1058
 HE1058                          STATION DESCRIPTION
 HE1058
 HE1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1058'THE STATION IS ABOUT 6 MILES EAST NORTHEAST OF BAXTER SPRINGS,
 HE1058'1-1/2 MILES SOUTH SOUTHEAST OF GALENA AND ON THE GROUNDS OF
 HE1058'THE HICKORY GROVE SCHOOL.
 HE1058'
 HE1058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 HE1058'AND STATE HIGHWAY 26 IN GALENA, GO SOUTH ON STATE HIGHWAY
 HE1058'26 FOR 1.0 MILE TO A CROSSROADS AT 21ST STREET, TURN LEFT AND GO
 HE1058'EAST FOR 0.4 MILE TO A CROSSROADS, TURN RIGHT AND GO SOUTH FOR
 HE1058'0.25 MILE TO A ROAD LEADING EAST.  TURN LEFT AND GO EAST FOR
 HE1058'0.05 MILE TO THE STATION ON THE RIGHT.  CONTINUE EAST FOR
 HE1058'0.25 MILE TO WHERE THE ROAD CURVES SHARP TO THE NORTH, TURN
 HE1058'NORTH AND CONTINUE FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 HE1058'RIGHT.
 HE1058'
 HE1058'STATION MARK IS A STANDARD DISK, STAMPED HICKORY 1966, SET
 HE1058'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1058'THAT IS FLUSH WITH THE GROUND.  IT IS 59.7 FEET NORTHEAST OF THE
 HE1058'NORTHEAST CORNER OF THE SCHOOL HOUSE, 54.5 FEET SOUTH OF THE
 HE1058'CENTERLINE OF THE ROAD, 34.4 FEET SOUTHEAST OF A WITNESS POST
 HE1058'AND 30.7 FEET WEST OF A NORTH-SOUTH FENCE.
 HE1058'
 HE1058'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HICKORY NO 1
 HE1058'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 HE1058'DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 HE1058'60 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE,
 HE1058'44 FEET NORTH OF A EAST-WEST FENCE, 22 FEET WEST OF A
 HE1058'NORTH-SOUTH FENCE, 11.2 FEET NORTHEAST OF A TREE AND ABOUT THE
 HE1058'SAME ELEVATION AS THE STATION.
 HE1058'
 HE1058'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HICKORY NO 2
 HE1058'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 HE1058'IN DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 71.5
 HE1058'FEET SOUTHEAST OF TELEPHONE LINE POLE E 1, 63 FEET SOUTH
 HE1058'OF THE CENTERLINE OF THE EAST-WEST ROAD, 33.7 FEET NORTHWEST
 HE1058'OF THE NORTHEAST CORNER OF THE SCHOOL HOUSE AND ABOUT THE
 HE1058'SAME ELEVATION AS THE STATION.
 HE1058'
 HE1058'AZIMUTH MARK IS A STANDARD DISK, STAMPED HICKORY 1966,SET
 HE1058'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE1058'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 15 FEET EAST OF THE
 HE1058'CENTERLINE OF THE ROAD, 1.8 FEET NORTHWEST OF A WITNESS
 HE1058'POST AND 0.9 FOOT WEST OF A FENCE.
 HE1058'
 HE1058'HEIGHT OF LIGHT ABOVE STATION MARK 18.21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0695 ***********************************************************************
 KH0695  DESIGNATION -  HIGH RESET
 KH0695  PID         -  KH0695
 KH0695  STATE/COUNTY-  KS/SHERMAN
 KH0695  USGS QUAD   -  RULETON NW (1966)
 KH0695
 KH0695                         *CURRENT SURVEY CONTROL
 KH0695  ___________________________________________________________________
 KH0695* NAD 83(1997)-  39 27 44.87188(N)    101 56 53.52514(W)     ADJUSTED  
 KH0695* NAVD 88     -      1171.1    (meters)    3842.     (feet)  VERTCON   
 KH0695  ___________________________________________________________________
 KH0695  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 KH0695  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 KH0695
 KH0695  HORZ ORDER  -  FIRST
 KH0695
 KH0695.The horizontal coordinates were established by classical geodetic methods
 KH0695.and adjusted by the National Geodetic Survey in October 1998..
 KH0695
 KH0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0695
 KH0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0695
 KH0695.The geoid height was determined by GEOID03.
 KH0695
 KH0695;                    North         East     Units Scale Factor Converg.
 KH0695;SPC KS N     -   132,753.551    60,339.090   MT  0.99996366   -2 29 53.1
 KH0695;SPC CO C     -   491,622.804 1,219,977.041   MT  0.99995576   +2 14 24.3
 KH0695;SPC CO C     - 1,612,932.48  4,002,541.34   sFT  0.99995576   +2 14 24.3
 KH0695;UTM  14      - 4,372,248.354   246,358.529   MT  1.00039217   -1 52 29.3
 KH0695;UTM  13      - 4,372,545.284   762,555.810   MT  1.00044883   +1 56 26.7
 KH0695
 KH0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0695!SPC KS N     -   0.99981996  x   0.99996366  =   0.99978363
 KH0695!SPC CO C     -   0.99981996  x   0.99995576  =   0.99977573
 KH0695!UTM  14      -   0.99981996  x   1.00039217  =   1.00021206
 KH0695!UTM  13      -   0.99981996  x   1.00044883  =   1.00026871
 KH0695
 KH0695|---------------------------------------------------------------------|
 KH0695| PID    Reference Object                     Distance      Geod. Az  |
 KH0695|                                                           dddmmss.s |
 KH0695| CP8220 HIGH RM 1                            67.818 METERS 09126     |
 KH0695| KH0677 GOODLAND COUNTY BUILDING CHIM       APPROX.24.0 KM 1210350.9 |
 KH0695| KH0678 GOODLAND MUNICIPAL STANDPIPE        APPROX.23.7 KM 1214044.9 |
 KH0695| KH0691 CARUSO CONCRETE ELEVATOR            APPROX.17.9 KM 1400928.7 |
 KH0695| KH0696 HIGH RM 3                            20.961 METERS 14524     |
 KH0695| KH0693 RULETON MORRISON CO ELEV N GAB      APPROX.14.6 KM 1594243.2 |
 KH0695| CP8218 HIGH AZ MK                                         1692628.9 |
 KH0695| KJ0411 KANORADO MUNICIPAL TANK             APPROX.15.9 KM 2092234.9 |
 KH0695| KJ0424 BURLINGTON MUNICIPAL TANK           APPROX.32.5 KM 2380509.9 |
 KH0695| KJ0409 WITZEL ET                           APPROX. 9.5 KM 2685221.9 |
 KH0695| CP8221 HIGH RM 2                            66.953 METERS 34654     |
 KH0695| CP8219 HIGH AZ MK 2                                       3582018.6 |
 KH0695|---------------------------------------------------------------------|
 KH0695
 KH0695                          SUPERSEDED SURVEY CONTROL
 KH0695
 KH0695  NAD 83(1997)-  39 27 44.87167(N)    101 56 53.52471(W) AD(       ) 1
 KH0695  NAD 83(1986)-  39 27 44.87117(N)    101 56 53.52410(W) AD(       ) 1
 KH0695  NAD 27      -  39 27 44.88600(N)    101 56 51.87700(W) AD(       ) 1
 KH0695  NGVD 29 (07/19/86) 1170.6    (m)         3841.     (f) VERT ANG       
 KH0695
 KH0695.Superseded values are not recommended for survey control.
 KH0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0695.See file dsdata.txt to determine how the superseded data were derived.
 KH0695
 KH0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ4635972248(NAD 83)
 KH0695_MARKER: DS = TRIANGULATION STATION DISK
 KH0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0695
 KH0695  HISTORY     - Date     Condition        Report By
 KH0695  HISTORY     - 1965     MONUMENTED       CGS
 KH0695  HISTORY     - 1968     GOOD             CGS
 KH0695  HISTORY     - 1969     GOOD             USGS
 KH0695
 KH0695                          STATION DESCRIPTION
 KH0695
 KH0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KH0695'THE SURFACE STATION MARK WAS FOUND LYING ON TOP OF THE GROUND
 KH0695'BUT THE UNDERGROUND MARK, REFERENCE MARKS AND THE AZIMUTH
 KH0695'MARK FOUND IN GOOD CONDITION.  THE UNDERGROUND MARK WAS LOWERED
 KH0695'VERTICALLY AND THE SURFACE MARK WAS RESET OVER THIS MARK.
 KH0695'THE STATION MARK IS 26 FEET EAST OF THE CENTERLINE OF THE
 KH0695'ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND IS ON TOP OF ROAD
 KH0695'BANK.  THE TOP OF THE MARK IS ABOUT 6 INCHES BELOW GROUND
 KH0695'LEVEL AND THE DISK IS STAMPED HIGH 1933 1965.
 KH0695'
 KH0695'THE REFERENCE MARKS RECOVERED AS ORIGINALLY DESCRIBED.  THE
 KH0695'AZIMUTH MARK RECOVERED AS DESCRIBED.  IT IS A REFERENCE MARK
 KH0695'DISK STAMPED HIGH AZIMUTH 1933.  A METAL WITNESS POST WAS
 KH0695'SET 1 FOOT WEST OF THE MARK.
 KH0695'
 KH0695'TO REACH THE STATION FROM RULETON, FROM THE POST OFFICE, GO
 KH0695'NORTH, NORTHWEST AND NORTH ON COUNTY HIGHWAY 339 FOR 6.6 MILES
 KH0695'TO CROSSROADS, TURN LEFT AND GO WEST FOR 1.9 MILES TO A SIDE
 KH0695'ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A SIDE
 KH0695'ROAD LEFT, TURN LEFT AND GO WEST FOR 0.95 MILE TO A SIDE
 KH0695'ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.65 MILE TO STATION
 KH0695'ON RIGHT TO NORTH-NORTHWEST OF A FARMHOUSE.
 KH0695
 KH0695                          STATION RECOVERY (1968)
 KH0695
 KH0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KH0695'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 KH0695'CONDITION AS DESCRIBED BY W.R.P. 1933 AND E.B.B. 1965.  THE OLD
 KH0695'AZIMUTH MARK WHICH IS NO LONGER VISIBLE FROM THE GROUND AND
 KH0695'REFERENCE MARK 1 HAVE BEEN REMOVED BY THE REQUEST OF THE PROPERTY
 KH0695'OWNER.  THE TOWER COULD NOT BE ERECTED OVER THE STATION MARK, DUE
 KH0695'TO OVERHEAD POWER LINES.  REFERENCE MARK 3 WAS ESTABLISHED AND
 KH0695'OCCUPIED AT THIS TIME.  A TRAVERSE MEASUREMENT WAS MADE FROM
 KH0695'THE STATION MARK TO REFERENCE MARK 3.  ALSO AN AZIMUTH MARK 2
 KH0695'WAS ESTABLISHED AND A DIRECTION WAS TURNED TO IT FROM THE
 KH0695'STATION MARK AND REFERENCE MARK 3.
 KH0695'
 KH0695'THE STATION IS ON THE PROPERTY NOW OWNED BY MR. HAROLD BAIR.  THE
 KH0695'ROUTE TO THE STATION IN THE 1965 RECOVERY NOTE IS GOOD.
 KH0695'
 KH0695'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HIGH 1933 1965 NO 3
 KH0695'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KH0695'WHICH IS FLUSH WITH THE GROUND.  IT IS 128 FEET NORTH OF THE
 KH0695'NORTHWEST CORNER OF A TWO STORY FRAME HOUSE, 117 FEET
 KH0695'NORTH-NORTHEAST OF POWER LINE POLE NUMBER 21 33 24, 67.4 FEET
 KH0695'SOUTHEAST OF A METAL WITNESS POST AND 66 FEET EAST OF THE CENTER
 KH0695'OF A DIRT ROAD.
 KH0695'
 KH0695'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIGH 1933 1965 AZ 2
 KH0695'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KH0695'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 50 FEET NORTHWEST
 KH0695'OF THE CENTER OF A T-ROAD, 32 FEET WEST OF THE CENTER OF A DIRT
 KH0695'ROAD, 2.6 FEET SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT EAST
 KH0695'OF TELEPHONE POLE NUMBER 1E73.
 KH0695'
 KH0695'TO REACH THE AZIMUTH MARK 2 FROM THE STATION MARK, GO NORTH ON
 KH0695'THE DIRT ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT AND THE
 KH0695'AZIMUTH MARK 2 ON THE LEFT.
 KH0695
 KH0695                          STATION RECOVERY (1969)
 KH0695
 KH0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JLP)
 KH0695'THE DESCRIPTION GIVEN
 KH0695'WAS VERIFIED, AND REQUIRES NO ADDITIONS OR CORRECTIONS.
 KH0695'
 KH0695'STATION MARK IS A USC AND GS STANDARD DISK STAMPED HIGH 1933-1965.
 KH0695'
 KH0695'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS REFERENCE MARK
 KH0695'DISK STAMPED HIGH NO. 2 1933.
 KH0695'
 KH0695'REFERENCE MARK NO. 3 IS A STANDARD USC AND GS REFERENCE MARK
 KH0695'DISK STAMPED HIGH 1933 1965 NO. 3 1968.
 KH0695'
 KH0695'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  USGS STATION WITZEL
 KH0695'E.T. 1969 IS VISIBLE FROM THE GROUND AND CAN BE USED FOR
 KH0695'THE AZIMUTH MARK.
 KH0695'
 KH0695'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0696 ***********************************************************************
 KH0696  DESIGNATION -  HIGH RM 3
 KH0696  PID         -  KH0696
 KH0696  STATE/COUNTY-  KS/SHERMAN
 KH0696  USGS QUAD   -  RULETON NW (1966)
 KH0696
 KH0696                         *CURRENT SURVEY CONTROL
 KH0696  ___________________________________________________________________
 KH0696* NAD 83(1997)-  39 27 44.31244(N)    101 56 53.02721(W)     ADJUSTED  
 KH0696* NAVD 88     -      1171.7    (meters)    3844.     (feet)  VERTCON   
 KH0696  ___________________________________________________________________
 KH0696  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 KH0696  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 KH0696
 KH0696  HORZ ORDER  -  FIRST
 KH0696
 KH0696.The horizontal coordinates were established by classical geodetic methods
 KH0696.and adjusted by the National Geodetic Survey in October 1998..
 KH0696
 KH0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0696
 KH0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0696
 KH0696.The geoid height was determined by GEOID03.
 KH0696
 KH0696;                    North         East     Units Scale Factor Converg.
 KH0696;SPC KS N     -   132,735.796    60,350.229   MT  0.99996365   -2 29 52.8
 KH0696;SPC CO N     -   325,242.442 1,220,014.793   MT  1.00005078   +2 17 42.1
 KH0696;SPC CO N     - 1,067,066.25  4,002,665.20   sFT  1.00005078   +2 17 42.1
 KH0696;SPC CO C     -   491,606.030 1,219,989.609   MT  0.99995574   +2 14 24.6
 KH0696;SPC CO C     - 1,612,877.45  4,002,582.58   sFT  0.99995574   +2 14 24.6
 KH0696;UTM  14      - 4,372,230.714   246,369.866   MT  1.00039210   -1 52 28.9
 KH0696;UTM  13      - 4,372,528.436   762,568.296   MT  1.00044892   +1 56 27.0
 KH0696
 KH0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0696!SPC KS N     -   0.99981986  x   0.99996365  =   0.99978352
 KH0696!SPC CO N     -   0.99981986  x   1.00005078  =   0.99987064
 KH0696!SPC CO C     -   0.99981986  x   0.99995574  =   0.99977561
 KH0696!UTM  14      -   0.99981986  x   1.00039210  =   1.00021189
 KH0696!UTM  13      -   0.99981986  x   1.00044892  =   1.00026870
 KH0696
 KH0696|---------------------------------------------------------------------|
 KH0696| PID    Reference Object                     Distance      Geod. Az  |
 KH0696|                                                           dddmmss.s |
 KH0696| KH0695 HIGH RESET                           20.961 METERS 32524     |
 KH0696| CP8219 HIGH AZ MK 2                                       3565712.2 |
 KH0696|---------------------------------------------------------------------|
 KH0696
 KH0696                          SUPERSEDED SURVEY CONTROL
 KH0696
 KH0696  NAD 83(1997)-  39 27 44.31223(N)    101 56 53.02679(W) AD(       ) 1
 KH0696  NAD 83(1986)-  39 27 44.31176(N)    101 56 53.02620(W) AD(       ) 1
 KH0696  NAD 27      -  39 27 44.32654(N)    101 56 51.37909(W) AD(       ) 1
 KH0696  NGVD 29 (07/19/86) 1171.2    (m)         3843.     (f) VERT ANG       
 KH0696
 KH0696.Superseded values are not recommended for survey control.
 KH0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0696.See file dsdata.txt to determine how the superseded data were derived.
 KH0696
 KH0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ4637072231(NAD 83)
 KH0696_MARKER: DR = REFERENCE MARK DISK
 KH0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0696+STABILITY: SURFACE MOTION
 KH0696
 KH0696  HISTORY     - Date     Condition        Report By
 KH0696  HISTORY     - 1968     MONUMENTED       CGS
 KH0696
 KH0696                          STATION DESCRIPTION
 KH0696
 KH0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KH0696'THE STATION IS LOCATED ON THE WEST SIDE OF SEC. 7, T. 7 S., R. 41
 KH0696'W., ON THE PROPERTY OF MR. HAROLD BAIR, ABOUT 15 MILES NORTHWEST
 KH0696'OF GOODLAND, 10 MILES NORTH-NORTHEAST OF KANORADO AND 9 MILES
 KH0696'NORTH-NORTHWEST OF RULETON.
 KH0696'
 KH0696'TO REACH THE STATION FROM THE POST OFFICE IN RULETON, GO NORTH,
 KH0696'NORTHWEST AND NORTH ON COUNTY ROUTE 339 FOR 6.6 MILES TO A
 KH0696'CROSSROAD.  TURN LEFT AND GO WEST FOR 1.9 MILES TO A SIDE ROAD
 KH0696'RIGHT.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A SIDE ROAD ON THE
 KH0696'LEFT.  TURN LEFT AND GO WEST FOR 0.95 MILE TO A SIDE ROAD ON THE
 KH0696'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.65 MILE TO THE STATION ON
 KH0696'THE RIGHT.
 KH0696'
 KH0696'THE STATION MARK IS A STANDARD REFERENCE DISK STAMPED HIGH 1933
 KH0696'1965 NO 3 1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KH0696'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 128 FEET NORTH OF
 KH0696'THE NORTHWEST CORNER OF A TWO STORY FRAME HOUSE, 117 FEET
 KH0696'NORTH-NORTHEAST OF POWER LINE POLE NUMBER 21 33 24, 67.4 FEET
 KH0696'SOUTHEAST OF A METAL WITNESS POST AND 66 FEET EAST OF THE CENTER
 KH0696'OF A DIRT ROAD.
 KH0696'
 KH0696'HIGH 1933 1965 IS A STANDARD STATION DISK STAMPED HIGH 1933 1965,
 KH0696'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 KH0696'6 INCHES BELOW THE GROUND LEVEL.  IT IS 26 FEET EAST OF THE CENTER
 KH0696'OF THE DIRT ROAD AND 1 FOOT WEST OF THE METAL WITNESS POST.
 KH0696'
 KH0696'THE AZIMUTH MARK 2 IS A STANDARD DISK STAMPED HIGH 1933 1965 AZ 2
 KH0696'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KH0696'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 50 FEET NORTHWEST
 KH0696'OF THE CENTER OF A T-ROAD, 32 FEET WEST OF THE CENTER OF A DIRT
 KH0696'ROAD, 2.6 FEET SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT EAST
 KH0696'OF TELEPHONE POLE NUMBER 1E73.
 KH0696'
 KH0696'TO REACH THE AZIMUTH MARK 2 FROM THE STATION, GO NORTH ON THE
 KH0696'DIRT ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH
 KH0696'MARK 2 ON THE LEFT.
 KH0696'
 KH0696'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0906 ***********************************************************************
 KF0906  DESIGNATION -  HIGHLAND
 KF0906  PID         -  KF0906
 KF0906  STATE/COUNTY-  KS/CLOUD
 KF0906  USGS QUAD   -  GLASCO NE (1979)
 KF0906
 KF0906                         *CURRENT SURVEY CONTROL
 KF0906  ___________________________________________________________________
 KF0906* NAD 83(1997)-  39 28 51.99303(N)    097 51 45.00028(W)     ADJUSTED  
 KF0906* NAVD 88     -       485.09   (+/-2cm)    1591.5    (feet)  VERTCON   
 KF0906  ___________________________________________________________________
 KF0906  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 KF0906  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 KF0906
 KF0906  HORZ ORDER  -  SECOND
 KF0906  VERT ORDER  -  THIRD ? (See Below)
 KF0906
 KF0906.The horizontal coordinates were established by classical geodetic methods
 KF0906.and adjusted by the National Geodetic Survey in October 1998..
 KF0906
 KF0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0906.The vertical order pertains to the NGVD 29 superseded value.
 KF0906
 KF0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0906
 KF0906.The geoid height was determined by GEOID03.
 KF0906
 KF0906;                    North         East     Units Scale Factor Converg.
 KF0906;SPC KS N     -   127,426.736   411,829.620   MT  0.99996491   +0 05 13.2
 KF0906;UTM  14      - 4,370,785.491   597,828.837   MT  0.99971783   +0 43 23.9
 KF0906
 KF0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0906!SPC KS N     -   0.99992813  x   0.99996491  =   0.99989304
 KF0906!UTM  14      -   0.99992813  x   0.99971783  =   0.99964598
 KF0906
 KF0906|---------------------------------------------------------------------|
 KF0906| PID    Reference Object                     Distance      Geod. Az  |
 KF0906|                                                           dddmmss.s |
 KF0906| CN8776 HIGHLAND RM 1                        11.011 METERS 05542     |
 KF0906| CN8775 HIGHLAND AZ MK                                     0882704.5 |
 KF0906| CN8777 HIGHLAND RM 2                        16.928 METERS 14737     |
 KF0906| KG0593 BELOIT MUNICIPAL TANK               APPROX.21.1 KM 2651245.7 |
 KF0906| KF0943 JAMESTOWN MUNICIPAL TANK            APPROX.12.7 KM 3594113.2 |
 KF0906|---------------------------------------------------------------------|
 KF0906
 KF0906                          SUPERSEDED SURVEY CONTROL
 KF0906
 KF0906  NAD 83(1986)-  39 28 52.00114(N)    097 51 44.99904(W) AD(       ) 2
 KF0906  NAD 27      -  39 28 51.98900(N)    097 51 43.83800(W) AD(       ) 2
 KF0906  NGVD 29 (07/19/86)  484.93   (m)         1591.0    (f) LEVELING    3  
 KF0906
 KF0906.Superseded values are not recommended for survey control.
 KF0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0906.See file dsdata.txt to determine how the superseded data were derived.
 KF0906
 KF0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ9782970785(NAD 83)
 KF0906_MARKER: DS = TRIANGULATION STATION DISK
 KF0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0906
 KF0906  HISTORY     - Date     Condition        Report By
 KF0906  HISTORY     - 1950     MONUMENTED       CGS
 KF0906  HISTORY     - 1969     GOOD             CGS
 KF0906
 KF0906                          STATION DESCRIPTION
 KF0906
 KF0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0906'THE STATION IS LOCATED ABOUT 8.25 MILES SOUTH OF JAMESTOWN AND
 KF0906'ABOUT 5.0 MILES EAST AND 4.0 MILES SOUTH OF SCOTTSVILLE IN THE
 KF0906'CHURCH YARD OF THE HIGHLAND METHODIST CHURCH.  IT IS 82.0 FEET
 KF0906'SOUTH OF THE CENTER OF STATE HIGHWAY NO. 9, 80.0 FEET EAST OF THE
 KF0906'NORTHEAST CORNER OF THE HIGHLAND METHODIST CHURCH AND 44.0 FEET
 KF0906'SOUTHWEST OF A POWERLINE POLE AND FENCE CORNER.  IT IS SET FLUSH
 KF0906'WITH THE SURFACE OF THE GROUND AND IS STAMPED HIGHLAND 1950.
 KF0906'
 KF0906'REFERENCE MARK NO. 1 IS ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE
 KF0906'STATION, 11.0 FEET SOUTH OF A POWERLINE POLE AND FENCE CORNER AND
 KF0906'1.0 FOOT WEST OF A NORTH-SOUTH FENCE.  IT IS SET FLUSH WITH THE
 KF0906'SURFACE OF THE GROUND AND IS STAMPED HIGHLAND NO 1 1950.
 KF0906'
 KF0906'REFERENCE MARK NO. 2 IS ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE
 KF0906'STATION, 47.0 FEET NORTH OF THE CENTER OF A GATE IN THE SOUTHEAST
 KF0906'CORNER OF THE SUMMIT CEMETERY AND 1.0 FOOT WEST OF A NORTH-SOUTH
 KF0906'FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 KF0906'STAMPED HIGHLAND NO 2 1950.
 KF0906'
 KF0906'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KF0906'2 IS 67.35 FEET.
 KF0906'
 KF0906'THE AZIMUTH MARK IS LOCATED AT THE NORTH EDGE OF A CULTIVATED
 KF0906'FIELD, 53.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY NO. 9,
 KF0906'AND 1.5 FEET SOUTH OF A WITNESS POST, AND 1.5 FEET WEST OF A
 KF0906'POWERLINE POLE.  IT PROJECTS 3 INCHES AND IS STAMPED HIGHLAND
 KF0906'1950.
 KF0906'
 KF0906'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 81
 KF0906'AND STATE HIGHWAYS NO. 28 AND NO. 9 AT THE EAST EDGE OF THE
 KF0906'BUSINESS DISTRICT IN CONCORDIA, GO WEST, NORTH AND WEST ON
 KF0906'STATE HIGHWAYS NO. 28 AND NO. 9 FOR 2.75 MILES TO WHERE STATE
 KF0906'HIGHWAY NO. 28 TURNS TO THE RIGHT, HERE TURN LEFT ON STATE
 KF0906'HIGHWAY NO. 9 AND GO SOUTH AND WEST FOR 14.6 MILES TO THE SUMMIT
 KF0906'CEMETERY AND THE HIGHLAND METHODIST CHURCH ON THE LEFT AND THE
 KF0906'STATION AS DESCRIBED.
 KF0906'
 KF0906'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE
 KF0906'HIGHWAY NO. 9 FOR 0.3 MILE AND THE AZIMUTH MARK ON THE RIGHT AS
 KF0906'DESCRIBED.
 KF0906'
 KF0906'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KF0906
 KF0906                          STATION RECOVERY (1969)
 KF0906
 KF0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0906'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KF0906'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KF0906'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KF0906'
 KF0906'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 KF0906'
 KF0906'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8-1/4 MILES
 KF0906'SOUTH OF JAMESTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0231 ***********************************************************************
 KF0231  DESIGNATION -  HILL
 KF0231  PID         -  KF0231
 KF0231  STATE/COUNTY-  KS/GEARY
 KF0231  USGS QUAD   -  MILFORD DAM (1982)
 KF0231
 KF0231                         *CURRENT SURVEY CONTROL
 KF0231  ___________________________________________________________________
 KF0231* NAD 83(1997)-  39 00 03.68878(N)    096 54 01.31472(W)     ADJUSTED  
 KF0231* NAVD 88     -       383.837  (meters)    1259.31   (feet)  ADJUSTED  
 KF0231  ___________________________________________________________________
 KF0231  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 KF0231  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 KF0231  DYNAMIC HT  -         383.572 (meters)    1258.44  (feet)  COMP
 KF0231  MODELED GRAV-     979,928.9   (mgal)                       NAVD 88
 KF0231
 KF0231  HORZ ORDER  -  SECOND
 KF0231  VERT ORDER  -  SECOND    CLASS 0
 KF0231
 KF0231.The horizontal coordinates were established by classical geodetic methods
 KF0231.and adjusted by the National Geodetic Survey in October 1998..
 KF0231
 KF0231.The orthometric height was determined by differential leveling
 KF0231.and adjusted by the National Geodetic Survey in June 1991..
 KF0231
 KF0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0231
 KF0231.The geoid height was determined by GEOID03.
 KF0231
 KF0231.The dynamic height is computed by dividing the NAVD 88
 KF0231.geopotential number by the normal gravity value computed on the
 KF0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0231.degrees latitude (g = 980.6199 gals.).
 KF0231
 KF0231.The modeled gravity was interpolated from observed gravity values.
 KF0231
 KF0231;                    North         East     Units Scale Factor Converg.
 KF0231;SPC KS N     -    74,699.205   495,250.483   MT  0.99996629   +0 41 44.7
 KF0231;UTM  14      - 4,318,987.372   681,816.989   MT  1.00000707   +1 19 18.2
 KF0231
 KF0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0231!SPC KS N     -   0.99994441  x   0.99996629  =   0.99991070
 KF0231!UTM  14      -   0.99994441  x   1.00000707  =   0.99995148
 KF0231
 KF0231:                Primary Azimuth Mark                     Grid Az
 KF0231:SPC KS N     -  JUNCTION CITY TV INC N MAST              058 48 45.9
 KF0231:UTM  14      -  JUNCTION CITY TV INC N MAST              058 11 12.4
 KF0231
 KF0231|---------------------------------------------------------------------|
 KF0231| PID    Reference Object                     Distance      Geod. Az  |
 KF0231|                                                           dddmmss.s |
 KF0231| KF1107 JUNCTION CITY TV INC N MAST         APPROX. 3.0 KM 0593030.6 |
 KF0231| KF1108 JUNCTION CITY SW BELL TEL TWR       APPROX. 2.7 KM 0642820.3 |
 KF0231| KF1095 JUNCTION CITY MUN TANK              APPROX. 5.2 KM 0660007.4 |
 KF0231| KF1105 JUNCTION CITY KANS P AND L TWR      APPROX. 4.1 KM 0781919.8 |
 KF0231| KF1106 JUNCTION CITY TEL CO MAST           APPROX. 3.3 KM 0835741.0 |
 KF0231| KF0237 PASS                                APPROX. 3.3 KM 0930307.0 |
 KF0231| KF0233 HILL RM 1                             8.965 METERS 10339     |
 KF0231| KF0232 HILL RM 2                             6.718 METERS 17506     |
 KF0231|---------------------------------------------------------------------|
 KF0231
 KF0231                          SUPERSEDED SURVEY CONTROL
 KF0231
 KF0231  NAD 83(1986)-  39 00 03.69544(N)    096 54 01.31373(W) AD(       ) 2
 KF0231  NAD 27      -  39 00 03.69939(N)    096 54 00.27479(W) AD(       ) 2
 KF0231  NGVD 29 (??/??/92)  383.724  (m)         1258.93   (f) ADJ UNCH    2 0
 KF0231
 KF0231.Superseded values are not recommended for survey control.
 KF0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0231.See file dsdata.txt to determine how the superseded data were derived.
 KF0231
 KF0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8181718987(NAD 83)
 KF0231_MARKER: DE = TRAVERSE STATION DISK
 KF0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0231_STAMPING: HILL 1970
 KF0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0231+STABILITY: SURFACE MOTION
 KF0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0231+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 KF0231
 KF0231  HISTORY     - Date     Condition        Report By
 KF0231  HISTORY     - 1970     MONUMENTED       NGS
 KF0231  HISTORY     - 1970     GOOD             NGS
 KF0231  HISTORY     - 20050209 GOOD             INDIV
 KF0231
 KF0231                          STATION DESCRIPTION
 KF0231
 KF0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0231'THE STATION IS LOCATED ABOUT 17 MILES EAST-NORTHWEST OF ABILENE,
 KF0231'3-1/2 MILES SOUTHWEST OF JUNCTION CITY AND AT THE NORTHWEST END
 KF0231'OF A CONCRETE OVERPASS WHICH CARRIES THE NORTH-SOUTH SECTION LINE
 KF0231'ROAD OVER INTERSTATE HIGHWAY 70.  IT IS IN THE SW 1/4 SECTION 17,
 KF0231'T.12 S., R.5 E.
 KF0231'
 KF0231'TO REACH THE STATION FROM THE INTERCHANGE FOR U.S. HIGHWAY 77
 KF0231'AND INTERSTATE HIGHWAY 70 (APPROXIMATELY 2.5 MILES SOUTHWEST
 KF0231'OF JUNCTION CITY), GO SOUTH ON U.S. HIGHWAY 77 FOR 0.15 MILE
 KF0231'TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 2.15 MILES ON A
 KF0231'SURFACED ROAD (OLD U.S. HIGHWAY 40) TO A SIDE ROAD ON THE RIGHT.
 KF0231'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.5 MILE TO THE
 KF0231'STATION ON THE LEFT.
 KF0231'
 KF0231'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED HILL 1970.  THE
 KF0231'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KF0231'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 KF0231'16.5 FEET WEST OF THE APPROXIMATE CENTER OF A NORTH-SOUTH ROAD,
 KF0231'3.2 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE OVERPASS
 KF0231'AND 2 FEET WEST OF A METAL GUARDRAIL.  THE UNDERGROUND MARK IS
 KF0231'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3-1/2 FEET
 KF0231'BELOW THE GROUND SURFACE.
 KF0231'
 KF0231'REFERENCE MARK 1, A STANDARD DISK STAMPED HILL NO 1 1970,
 KF0231'CEMENTED IN A DRILL HOLE SET IN THE EAST FOOT RAIL OF A CONCRETE
 KF0231'OVERPASS, 1-1/2 FEET ABOVE THE ROAD BED.  IT IS 14 FEET EAST
 KF0231'OF THE APPROXIMATE CENTER OF CONCRETE OVERPASS, 6.5 FEET
 KF0231'SOUTHEAST OF THE NORTHEAST CORNER OF OVERPASS AND 1.0 FOOT
 KF0231'SOUTHEAST OF THE SOUTH END OF A METAL GUARDRAIL.
 KF0231'
 KF0231'REFERENCE MARK 2, A STANDARD DISK STAMPED HILL NO 2 1970,
 KF0231'CEMENTED IN A DRILL HOLE SET IN THE WEST FOOT RAIL OF A CONCRETE
 KF0231'OVERPASS, 1-1/2 FEET HIGHER THAN THE ROAD BED.  IT IS 20.8
 KF0231'FEET SOUTH OF THE NORTHWEST CORNER OF OVERPASS, 15.9 FEET
 KF0231'SOUTH OF THE SOUTH END OF A METAL GUARDRAIL AND 13 FEET WEST
 KF0231'OF THE APPROXIMATE CENTER OF OVERPASS.
 KF0231'
 KF0231'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 KF0231
 KF0231                          STATION RECOVERY (1970)
 KF0231
 KF0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0231'3.9 MI SW FROM JUNCTION CITY.
 KF0231'ABOUT 3.9 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 70 FROM
 KF0231'THE HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0231'CITY, AT THE NORTH END OF PAVED ROAD OVERPASS NUMBER 3-4 OVER
 KF0231'THE HIGHWAY, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 KF0231'WEST OF THE WEST METAL GUARDRAIL ON THE OVERPASS, 3.1 FEET
 KF0231'NORTHEAST OF THE NORTH CORNER OF THE WEST CONCRETE GUARDRAIL ON
 KF0231'THE OVERPASS, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 KF0231'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT.  SEC 17, T12S,
 KF0231'R5E
 KF0231
 KF0231                          STATION RECOVERY (2005)
 KF0231
 KF0231'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLJ)
 KF0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0516 ***********************************************************************
 JH0516  DESIGNATION -  HILL
 JH0516  PID         -  JH0516
 JH0516  STATE/COUNTY-  KS/LOGAN
 JH0516  USGS QUAD   -  NICKEL MINE SPRING (1969)
 JH0516
 JH0516                         *CURRENT SURVEY CONTROL
 JH0516  ___________________________________________________________________
 JH0516* NAD 83(1997)-  38 49 03.62488(N)    101 15 38.45711(W)     ADJUSTED  
 JH0516* NAVD 88     -       969.     (meters)    3179.     (feet)  SCALED    
 JH0516  ___________________________________________________________________
 JH0516  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 JH0516  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JH0516
 JH0516  HORZ ORDER  -  SECOND
 JH0516
 JH0516.The horizontal coordinates were established by classical geodetic methods
 JH0516.and adjusted by the National Geodetic Survey in October 1998..
 JH0516
 JH0516.The orthometric height was scaled from a topographic map.
 JH0516
 JH0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0516
 JH0516.The geoid height was determined by GEOID03.
 JH0516
 JH0516;                    North         East     Units Scale Factor Converg.
 JH0516;SPC KS N     -    58,864.663   116,880.684   MT  0.99998523   -2 03 47.1
 JH0516;UTM  14      - 4,298,971.802   303,731.112   MT  1.00007437   -1 25 03.2
 JH0516
 JH0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0516!SPC KS N     -   0.99985176  x   0.99998523  =   0.99983700
 JH0516!UTM  14      -   0.99985176  x   1.00007437  =   0.99992612
 JH0516
 JH0516:                Primary Azimuth Mark                     Grid Az
 JH0516:SPC KS N     -  HILL AZ MK                               003 03 24.0
 JH0516:UTM  14      -  HILL AZ MK                               002 24 40.1
 JH0516
 JH0516|---------------------------------------------------------------------|
 JH0516| PID    Reference Object                     Distance      Geod. Az  |
 JH0516|                                                           dddmmss.s |
 JH0516| CM8763 HILL AZ MK                                         0005936.9 |
 JH0516| CM8764 HILL RM 1                            12.859 METERS 00325     |
 JH0516| CM8765 HILL RM 2                            29.598 METERS 17711     |
 JH0516|---------------------------------------------------------------------|
 JH0516
 JH0516                          SUPERSEDED SURVEY CONTROL
 JH0516
 JH0516  NAD 83(1986)-  38 49 03.62723(N)    101 15 38.46122(W) AD(       ) 2
 JH0516  NAD 27      -  38 49 03.58504(N)    101 15 36.89067(W) AD(       ) 2
 JH0516
 JH0516.Superseded values are not recommended for survey control.
 JH0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0516.See file dsdata.txt to determine how the superseded data were derived.
 JH0516
 JH0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH0373198972(NAD 83)
 JH0516_MARKER: DD = SURVEY DISK
 JH0516_SETTING: 0 = UNSPECIFIED SETTING
 JH0516
 JH0516  HISTORY     - Date     Condition        Report By
 JH0516  HISTORY     - 1967     MONUMENTED       USGS
 JH0516
 JH0516                          STATION DESCRIPTION
 JH0516
 JH0516'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0516'THE STATION IS LOCATED ABOUT 23.0 MI N. AND 6.0 MI E. OF
 JH0516'LEOTI, T. 14 S., RS. 35 AND 36 W., NEAR THE COR. OF SECS.
 JH0516'19, 24, 25 AND 30.
 JH0516'
 JH0516'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS.
 JH0516'96 AND 25 IN LEOTI, GO N. ON STATE HWY. 25, 22.0 MI TO A
 JH0516'T-RD. E., TURN RIGHT AND GO E., 6.0 MI TO A CROSSROAD, TURN
 JH0516'LEFT AND GO 1.0 MI N. TO THE STATION ON THE RIGHT.
 JH0516'
 JH0516'STATION MARK IS 89 FT N. AND 33 FT E. OF CENTER OF RD. AT
 JH0516'DIM FIELD RDS. E. AND W., AND 1 FT W. OF USGS WITNESS POST,
 JH0516'STAMPED ET HILL 1967.
 JH0516'
 JH0516'REFERENCE MARK NO. 1 IS N. OF STATION, 34 FT E. OF CENTER
 JH0516'OF RD. AND 2 FT W. OF POWER LINE POLE AND 1 FT W. OF USGS
 JH0516'WITNESS POST, STAMPED HILL NO. 1 1967.
 JH0516'
 JH0516'REFERENCE MARK NO. 2 IS SSE. OF STATION, 38 FT E. OF CENTER
 JH0516'OF RD., 1 FT S. AND 1 FT W. OF COR. GATE POST, AND 1 FT W.
 JH0516'OF USGS WITNESS POST, STAMPED HILL NO. 2 1967.
 JH0516'
 JH0516'AZIMUTH MARK IS LOCATED ABOUT 0.4 MI N. OF STATION, 34 FT
 JH0516'E. OF CENTER OF RD. AT FENCE LINE E., TWO FT W. OF USGS
 JH0516'WITNESS POST IN LINE WITH T-FENCE E., STAMPED HILL AZIMUTH
 JH0516'MARK 1967.
 JH0516'
 JH0516'ALL MARKS ARE FLUSH WITH GROUND, STANDARD TABLETS CRIMPED
 JH0516'ON DRIVEN 1/2 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMTER
 JH0516'TILES 12 IN. LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0718 ***********************************************************************
 HE0718  DESIGNATION -  HILL
 HE0718  PID         -  HE0718
 HE0718  STATE/COUNTY-  KS/CRAWFORD
 HE0718  USGS QUAD   -  MC CUNE NE (1973)
 HE0718
 HE0718                         *CURRENT SURVEY CONTROL
 HE0718  ___________________________________________________________________
 HE0718* NAD 83(1997)-  37 24 35.83650(N)    095 02 00.50058(W)     ADJUSTED  
 HE0718* NAVD 88     -       291.2    (meters)     955.     (feet)  VERTCON   
 HE0718  ___________________________________________________________________
 HE0718  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 HE0718  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HE0718
 HE0718  HORZ ORDER  -  SECOND
 HE0718
 HE0718.The horizontal coordinates were established by classical geodetic methods
 HE0718.and adjusted by the National Geodetic Survey in October 1998..
 HE0718
 HE0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0718
 HE0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0718
 HE0718.The geoid height was determined by GEOID03.
 HE0718
 HE0718;                    North         East     Units Scale Factor Converg.
 HE0718;SPC KS S     -   488,198.268   706,818.555   MT  0.99997492   +2 07 49.0
 HE0718;UTM  15      - 4,142,292.125   320,035.624   MT  0.99999896   -1 14 08.5
 HE0718
 HE0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0718!SPC KS S     -   0.99995908  x   0.99997492  =   0.99993400
 HE0718!UTM  15      -   0.99995908  x   0.99999896  =   0.99995804
 HE0718
 HE0718|---------------------------------------------------------------------|
 HE0718| PID    Reference Object                     Distance      Geod. Az  |
 HE0718|                                                           dddmmss.s |
 HE0718| CL5352 HILL RM 1                            22.261 METERS 03718     |
 HE0718| CL5353 HILL RM 2                            17.232 METERS 12446     |
 HE0718| HE0719 MC CUNE MUNICIPAL TANK              APPROX. 6.5 KM 1685854.1 |
 HE0718|---------------------------------------------------------------------|
 HE0718
 HE0718                          SUPERSEDED SURVEY CONTROL
 HE0718
 HE0718  NAD 83(1997)-  37 24 35.84153(N)    095 02 00.50095(W) AD(       ) 2
 HE0718  NAD 83(1986)-  37 24 35.84831(N)    095 02 00.49114(W) AD(       ) 2
 HE0718  NAD 27      -  37 24 35.65157(N)    095 01 59.60678(W) AD(       ) 2
 HE0718  NGVD 29 (07/19/86)  291.1    (m)          955.     (f) VERT ANG       
 HE0718
 HE0718.Superseded values are not recommended for survey control.
 HE0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0718.See file dsdata.txt to determine how the superseded data were derived.
 HE0718
 HE0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2003642292(NAD 83)
 HE0718_MARKER: DS = TRIANGULATION STATION DISK
 HE0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0718
 HE0718  HISTORY     - Date     Condition        Report By
 HE0718  HISTORY     - 1966     MONUMENTED       CGS
 HE0718
 HE0718                          STATION DESCRIPTION
 HE0718
 HE0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0718'THE STATION IS ABOUT 13-1/2 MILES NORTHEAST OF PARSONS,
 HE0718'8 MILES SOUTH-SOUTHWEST OF GREENBUSH, 4 MILES NORTH-NORTHWEST
 HE0718'OF MC CUNE, ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED
 HE0718'ROAD.
 HE0718'
 HE0718'TO REACH THE STATION FROM THE POST OFFICE IN MC CUNE, GO
 HE0718'NORTH FOR 0.1 MILE TO A CROSSROAD, TURN LEFT AND GO WEST
 HE0718'ON PAVED ROAD FOR 0.7 MILE TO A CROSSROAD AT CEMETERY.  TURN
 HE0718'RIGHT AND GO NORTH ON GRAVELED ROAD FOR 2.0 MILES TO A
 HE0718'T-INTERSECTION, TURN LEFT FOR 0.1 MILE THEN RIGHT, NORTH, FOR 1.85
 HE0718'MILES TO THE TOP OF HILL AND THE STATION ON THE LEFT.
 HE0718'
 HE0718'STATION MARK IS A STANDARD DISK, STAMPED HILL 1964, SET
 HE0718'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0718'1 INCH.  IT IS 56.0 FEET NORTHWEST OF A WITNESS POST, 25
 HE0718'FEET WEST OF CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD,
 HE0718'AND 3 FEET EAST OF A NORTH-SOUTH FENCE.
 HE0718'
 HE0718'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HILL NO 1 1964,
 HE0718'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0718'1 INCH.  IT IS 22 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 HE0718'ROAD, 1 FOOT WEST OF A FENCE AND ABOUT THE SAME ELEVATION
 HE0718'AS THE STATION.
 HE0718'
 HE0718'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HILL NO 2 1964,
 HE0718'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 HE0718'FLUSH WITH THE GROUND.  IT IS 23 FEET EAST OF THE CENTERLINE
 HE0718'OF THE GRAVELED ROAD, 6 FEET NORTHWEST OF THE NORTH GATE
 HE0718'POST, 1 FOOT WEST OF A FENCE, 1.5 FEET WEST OF A WITNESS
 HE0718'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1501 ***********************************************************************
 JF1501  DESIGNATION -  HILL
 JF1501  PID         -  JF1501
 JF1501  STATE/COUNTY-  KS/DICKINSON
 JF1501  USGS QUAD   -  ELMO (1985)
 JF1501
 JF1501                         *CURRENT SURVEY CONTROL
 JF1501  ___________________________________________________________________
 JF1501* NAD 83(1997)-  38 43 18.77374(N)    097 07 45.19018(W)     ADJUSTED  
 JF1501* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 JF1501  ___________________________________________________________________
 JF1501  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JF1501  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 JF1501
 JF1501  HORZ ORDER  -  SECOND
 JF1501
 JF1501.The horizontal coordinates were established by classical geodetic methods
 JF1501.and adjusted by the National Geodetic Survey in October 1998..
 JF1501
 JF1501.The orthometric height was scaled from a topographic map.
 JF1501
 JF1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1501
 JF1501.The geoid height was determined by GEOID03.
 JF1501
 JF1501;                    North         East     Units Scale Factor Converg.
 JF1501;SPC KS N     -    43,497.098   475,725.765   MT  0.99999916   +0 33 03.4
 JF1501;SPC KS S     -   628,985.397   519,209.053   MT  1.00003439   +0 50 32.6
 JF1501;UTM  14      - 4,287,575.415   662,632.775   MT  0.99992571   +1 10 13.8
 JF1501
 JF1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1501!SPC KS N     -   0.99993803  x   0.99999916  =   0.99993719
 JF1501!SPC KS S     -   0.99993803  x   1.00003439  =   0.99997242
 JF1501!UTM  14      -   0.99993803  x   0.99992571  =   0.99986375
 JF1501
 JF1501|---------------------------------------------------------------------|
 JF1501| PID    Reference Object                     Distance      Geod. Az  |
 JF1501|                                                           dddmmss.s |
 JF1501| CL5350 HILL RM 1                            39.520 METERS 01631     |
 JF1501| CL5351 HILL RM 2                            27.584 METERS 09313     |
 JF1501| CL5349 HILL AZ MK                                         2000541.0 |
 JF1501|---------------------------------------------------------------------|
 JF1501
 JF1501                          SUPERSEDED SURVEY CONTROL
 JF1501
 JF1501  NAD 83(1986)-  38 43 18.78181(N)    097 07 45.19137(W) AD(       ) 2
 JF1501  NAD 27      -  38 43 18.77320(N)    097 07 44.12550(W) AD(       ) 2
 JF1501
 JF1501.Superseded values are not recommended for survey control.
 JF1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1501.See file dsdata.txt to determine how the superseded data were derived.
 JF1501
 JF1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH6263387575(NAD 83)
 JF1501_MARKER: DS = TRIANGULATION STATION DISK
 JF1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1501
 JF1501  HISTORY     - Date     Condition        Report By
 JF1501  HISTORY     - 1961     MONUMENTED       CGS
 JF1501  HISTORY     - 1968     GOOD             CGS
 JF1501
 JF1501                          STATION DESCRIPTION
 JF1501
 JF1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF1501'STATION IS LOCATED 15 MILES SOUTH-SOUTHEAST OF ABILENE, 4
 JF1501'MILES NORTHWEST OF HOPE AND 2-1/2 MILES NORTH OF STATE HIGHWAY
 JF1501'4, ON THE SUMMIT OF A HIGH MOUND WHICH IS 90 YARDS NORTHEAST
 JF1501'OF A FARM HOUSE.
 JF1501'
 JF1501'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15
 JF1501'AND 4 WHICH IS 4 MILES EAST OF CARLTON, GO EAST ON STATE
 JF1501'HIGHWAY 4 FOR 5.0 MILES TO A CROSSROADS, TURN LEFT AND GO NORTH
 JF1501'ON DIRT ROAD FOR 1.0 MILE TO A T-INTERSECTION, TURN RIGHT AND
 JF1501'GO EAST FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT
 JF1501'AND GO NORTH FOR 1.45 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 JF1501'CONTINUE NORTH FOR 0.2 MILE TO A ENTRANCE DRIVE ON THE RIGHT
 JF1501'LEADING TO A FARM HOUSE, TURN RIGHT AND GO EAST FOR 0.1 MILE
 JF1501'PASSING BETWEEN TWO BARNS, THEN TURN LEFT PASSING THROUGH
 JF1501'GATE AND GO NORTH FOR 0.1 MILE TO THE TOP OF HILL AND
 JF1501'STATION.
 JF1501'
 JF1501'THE STATION MARKS ARE STANDARD DISKS STAMPED HILL 1961, THE
 JF1501'SURFACE DISK IS SET IN THE TOP OF A 8 INCH SQUARE CONCRETE
 JF1501'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 130 FEET SOUTH
 JF1501'OF A EAST-WEST FENCE AND 91 FEET WEST OF A NORTH-SOUTH FENCE
 JF1501'LINE.
 JF1501'
 JF1501'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HILL NO 1 1961,
 JF1501'SET IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT IS
 JF1501'FLUSH WITH THE GROUND.  IT IS 1 FOOT SOUTH OF THE EAST-WEST
 JF1501'FENCE LINE.
 JF1501'
 JF1501'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HILL NO 2 1961,
 JF1501'SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST THAT FLUSH WITH
 JF1501'THE GROUND.  IT IS 1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE.
 JF1501'
 JF1501'AZIMUTH MARK IS A STANDARD DISK STAMPED HILL 1961, SET IN THE
 JF1501'TOP OF A 8 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 JF1501'GROUND.  IT IS 27 FEET EAST OF THE CENTER OF A DIRT ROAD,
 JF1501'2-1/2 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN AND
 JF1501'1 FOOT WEST OF A RIGHT-OF-WAY FENCE.
 JF1501
 JF1501                          STATION RECOVERY (1968)
 JF1501
 JF1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1501'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1501'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1961
 JF1501'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 JF1501'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JF1501'
 JF1501'STATION IS ON LAND OWNED BY MR. HARRY HILL.
 JF1501'
 JF1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 JF1501'NORTHWEST OF HOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2013 ***********************************************************************
 JE2013  DESIGNATION -  HILL
 JE2013  PID         -  JE2013
 JE2013  STATE/COUNTY-  KS/MIAMI
 JE2013  USGS QUAD   -  SPRING HILL (1957)
 JE2013
 JE2013                         *CURRENT SURVEY CONTROL
 JE2013  ___________________________________________________________________
 JE2013* NAD 83(1997)-  38 44 08.60049(N)    094 47 50.49906(W)     ADJUSTED  
 JE2013* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 JE2013  ___________________________________________________________________
 JE2013  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JE2013  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JE2013
 JE2013  HORZ ORDER  -  THIRD
 JE2013
 JE2013.The horizontal coordinates were established by classical geodetic methods
 JE2013.and adjusted by the National Geodetic Survey in October 1998..
 JE2013
 JE2013.The orthometric height was scaled from a topographic map.
 JE2013
 JE2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2013
 JE2013.The geoid height was determined by GEOID03.
 JE2013
 JE2013;                    North         East     Units Scale Factor Converg.
 JE2013;SPC KS S     -   636,037.470   721,863.617   MT  1.00003781   +2 16 31.4
 JE2013;SPC KS N     -    49,593.072   678,403.310   MT  0.99999698   +2 01 34.9
 JE2013;UTM  15      - 4,288,983.576   343,780.450   MT  0.99990053   -1 07 29.6
 JE2013
 JE2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2013!SPC KS S     -   0.99995354  x   1.00003781  =   0.99999134
 JE2013!SPC KS N     -   0.99995354  x   0.99999698  =   0.99995052
 JE2013!UTM  15      -   0.99995354  x   0.99990053  =   0.99985407
 JE2013
 JE2013|---------------------------------------------------------------------|
 JE2013| PID    Reference Object                     Distance      Geod. Az  |
 JE2013|                                                           dddmmss.s |
 JE2013| CN6426 HILL RM 1                            21.043 METERS 08750     |
 JE2013| CN6427 HILL RM 2                            29.825 METERS 17436     |
 JE2013| JE2012 SPRING                              APPROX. 2.4 KM 2764937.7 |
 JE2013|---------------------------------------------------------------------|
 JE2013
 JE2013                          SUPERSEDED SURVEY CONTROL
 JE2013
 JE2013  NAD 83(1986)-  38 44 08.60788(N)    094 47 50.49928(W) AD(       ) 3
 JE2013  NAD 27      -  38 44 08.57597(N)    094 47 49.64441(W) AD(       ) 3
 JE2013
 JE2013.Superseded values are not recommended for survey control.
 JE2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2013.See file dsdata.txt to determine how the superseded data were derived.
 JE2013
 JE2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC4378088984(NAD 83)
 JE2013_MARKER: DS = TRIANGULATION STATION DISK
 JE2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2013
 JE2013  HISTORY     - Date     Condition        Report By
 JE2013  HISTORY     - 1948     MONUMENTED       CGS
 JE2013  HISTORY     - 1970     GOOD             NGS
 JE2013
 JE2013                          STATION DESCRIPTION
 JE2013
 JE2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2013'STATION IS LOCATED ABOUT 1.5 MILES EAST AND 0.5 MILE SOUTH OF
 JE2013'SPRING HILL NEAR THE EAST EDGE OF A PASTURE WHICH WAS FORMERLY
 JE2013'USED AS A NAVY LANDING FIELD.  IT IS 41 FEET WEST OF THE CENTER
 JE2013'OF THE NORTH-SOUTH ROAD, 11.5 FEET WEST OF THE FENCE LINE AND
 JE2013'45.5 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A BOARD GATE.  IT
 JE2013'IS STAMPED HILL 1948 AND IS FLUSH WITH THE GROUND.
 JE2013'
 JE2013'REFERENCE MARK NO. 1 IS ON THE RIGHT OF WAY AND 29 FEET EAST OF THE
 JE2013'CENTER OF THE ROAD AND 3 FEET WEST OF THE NORTH-SOUTH FENCE.  IT
 JE2013'IS STAMPED HILL NO 1 1948 AND PROJECTS 1 INCH.
 JE2013'
 JE2013'REFERENCE MARK NO. 2 IS AT THE EAST EDGE OF THE PASTURE, 1.5 FEET
 JE2013'WEST OF THE FENCE LINE AND 30 FEET WEST OF THE CENTER OF THE
 JE2013'ROAD.  IT IS STAMPED HILL NO 2 1948 AND PROJECTS 4 INCHES.
 JE2013'
 JE2013'AZIMUTH MARK IS TRIANGULATION STATION SPRING, LOCATED AT THE SOUTH
 JE2013'EDGE OF SPRING HILL.  IT IS 86 FEET EAST OF THE CENTER OF U.S.
 JE2013'HIGHWAY 169, 40 FEET SOUTH OF THE CENTER OF A T-ROAD EAST AND 47.5
 JE2013'FEET WEST-NORTHWEST OF A TELEPHONE POLE.  IT IS STAMPED SPRING
 JE2013'1948 (NOTE 1A AND 7A) AND IS FLUSH WITH THE GROUND.
 JE2013'
 JE2013'TO REACH FROM THE HIGH SCHOOL IN SPRING HILL, GO SOUTH ON U.S.
 JE2013'HIGHWAY 169 FOR 0.15 MILE TO A T-ROAD EAST AND THE AZIMUTH MARK
 JE2013'IN THE SOUTHEAST ANGLE OF THE INTERSECTION, TURN LEFT ON T-ROAD
 JE2013'FOR 1.55 MILES TO A T-ROAD SOUTH, TURN RIGHT, SOUTH, FOR 0.2
 JE2013'MILE TO A BOARD GATE AND THE STATION ON THE WEST SIDE OF THE
 JE2013'ROAD.
 JE2013'
 JE2013'AN 87 FOOT SIGNAL AT WAG IS VISIBLE AT 35 FEET.
 JE2013'
 JE2013'A 74 FOOT SIGNAL AT SPRING IS VISIBLE FROM THE GROUND.
 JE2013'
 JE2013'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE2013
 JE2013                          STATION RECOVERY (1970)
 JE2013
 JE2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE2013'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE2013'THE AZIMUTH MARK (TRIANGULATION STATION SPRING 1948) WERE RECOVERED
 JE2013'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE TO REACH THE
 JE2013'STATION WAS FOUND INADEQUATE.
 JE2013'
 JE2013'TO REACH THE STATION FROM THE SPRINGHILL BANK, GO EAST ON 500 E.
 JE2013'HALE FOR 0.1 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON A
 JE2013'GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 JE2013'AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE
 JE2013'RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.2 MILE
 JE2013'TO A GATE AND THE STATION ON THE RIGHT.
 JE2013'
 JE2013'STATION MARK IS 63.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 JE2013'OF A CONCRETE FOUNDATION, 46 FEET SOUTH-SOUTHWEST OF THE SOUTH GATE
 JE2013'POST AT THE GATE, 41 FEET WEST OF THE CENTER OF THE ROAD, AND 16
 JE2013'FEET WEST OF A METAL WITNESS POST SET IN A NORTH-SOUTH FENCE.
 JE2013'
 JE2013'REFERENCE MARK NO. 1 IS 62.5 FEET NORTH OF A POLE WITH A WIND SOCK
 JE2013'AND 26 FEET EAST OF THE CENTER OF THE ROAD.
 JE2013'
 JE2013'REFERENCE MARK NO. 2 IS 6 FEET WEST OF THE FENCE.
 JE2013'
 JE2013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 JE2013'ESE OF SPRINGHILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0672 ***********************************************************************
 JH0672  DESIGNATION -  HILL
 JH0672  PID         -  JH0672
 JH0672  STATE/COUNTY-  KS/LANE
 JH0672  USGS QUAD   -  SHIELDS NW (1974)
 JH0672
 JH0672                         *CURRENT SURVEY CONTROL
 JH0672  ___________________________________________________________________
 JH0672* NAD 83(1997)-  38 40 11.01766(N)    100 29 31.52624(W)     ADJUSTED  
 JH0672* NAVD 88     -                                                        
 JH0672  ___________________________________________________________________
 JH0672  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JH0672  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 JH0672
 JH0672  HORZ ORDER  -  THIRD
 JH0672
 JH0672.The horizontal coordinates were established by classical geodetic methods
 JH0672.and adjusted by the National Geodetic Survey in October 1998..
 JH0672
 JH0672
 JH0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0672
 JH0672.The geoid height was determined by GEOID03.
 JH0672
 JH0672;                    North         East     Units Scale Factor Converg.
 JH0672;SPC KS S     -   624,171.312   226,642.351   MT  1.00002201   -1 13 27.1
 JH0672;SPC KS N     -    40,327.456   183,144.797   MT  1.00000791   -1 34 36.4
 JH0672;UTM  14      - 4,281,183.094   370,195.506   MT  0.99980749   -0 55 56.8
 JH0672
 JH0672                          SUPERSEDED SURVEY CONTROL
 JH0672
 JH0672  NAD 83(1986)-  38 40 11.02151(N)    100 29 31.52588(W) AD(       ) 4
 JH0672  NAD 27      -  38 40 10.97700(N)    100 29 30.03600(W) AD(       ) 3
 JH0672
 JH0672.Superseded values are not recommended for survey control.
 JH0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0672.See file dsdata.txt to determine how the superseded data were derived.
 JH0672
 JH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH7019681183(NAD 83)
 JH0672_MARKER: Z = SEE DESCRIPTION
 JH0672_SETTING: 0 = UNSPECIFIED SETTING
 JH0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0672
 JH0672  HISTORY     - Date     Condition        Report By
 JH0672  HISTORY     - 1890     MONUMENTED       CGS
 JH0672  HISTORY     - 1934     MARK NOT FOUND   CGS
 JH0672
 JH0672                          STATION DESCRIPTION
 JH0672
 JH0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (FDG)
 JH0672'ABOUT 5 MILES NORTHWEST OF SHIELDS, IN SEC. 13, T. 16 S.,
 JH0672'R. 29 W.  A FLAGPOLE WAS OBSERVED UPON.
 JH0672
 JH0672                          STATION RECOVERY (1934)
 JH0672
 JH0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JH0672'NOT RECOVERED.  IN THE NORTHEAST QUARTER OF SEC. 14, T. 16 S.,
 JH0672'R. 29 E., A DEPRESSION ABOUT 3 FEET IN DIAMETER WAS FOUND ON
 JH0672'THE HIGHEST POINT OF THE HILL.  A HOLE WAS EXCAVATED ABOUT
 JH0672'2-1/2 FEET DEEP IN CONNECTION WITH ANOTHER SEARCH, BUT NO MARK
 JH0672'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0693 ***********************************************************************
 JH0693  DESIGNATION -  HILL
 JH0693  PID         -  JH0693
 JH0693  STATE/COUNTY-  KS/FINNEY
 JH0693  USGS QUAD   -  KALVESTA SW (1974)
 JH0693
 JH0693                         *CURRENT SURVEY CONTROL
 JH0693  ___________________________________________________________________
 JH0693* NAD 83(1997)-  38 07 22.87968(N)    100 28 58.35328(W)     ADJUSTED  
 JH0693* NAVD 88     -       841.     (meters)    2759.     (feet)  SCALED    
 JH0693  ___________________________________________________________________
 JH0693  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JH0693  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 JH0693
 JH0693  HORZ ORDER  -  SECOND
 JH0693
 JH0693.The horizontal coordinates were established by classical geodetic methods
 JH0693.and adjusted by the National Geodetic Survey in October 1998..
 JH0693
 JH0693.The orthometric height was scaled from a topographic map.
 JH0693
 JH0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0693
 JH0693.The geoid height was determined by GEOID03.
 JH0693
 JH0693;                    North         East     Units Scale Factor Converg.
 JH0693;SPC KS S     -   563,483.048   226,153.608   MT  0.99994232   -1 13 06.7
 JH0693;UTM  14      - 4,220,503.234   370,021.764   MT  0.99980807   -0 54 56.1
 JH0693
 JH0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0693!SPC KS S     -   0.99987201  x   0.99994232  =   0.99981434
 JH0693!UTM  14      -   0.99987201  x   0.99980807  =   0.99968011
 JH0693
 JH0693|---------------------------------------------------------------------|
 JH0693| PID    Reference Object                     Distance      Geod. Az  |
 JH0693|                                                           dddmmss.s |
 JH0693| CK9869 HILL RM 1                            21.046 METERS 07106     |
 JH0693| JH0692 BOND                                APPROX. 9.2 KM 1403041.3 |
 JH0693| CK9870 HILL RM 2                            28.905 METERS 19302     |
 JH0693|---------------------------------------------------------------------|
 JH0693
 JH0693                          SUPERSEDED SURVEY CONTROL
 JH0693
 JH0693  NAD 83(1997)-  38 07 22.88469(N)    100 28 58.35200(W) AD(       ) 2
 JH0693  NAD 83(1986)-  38 07 22.88383(N)    100 28 58.35231(W) AD(       ) 2
 JH0693  NAD 27      -  38 07 22.81373(N)    100 28 56.82745(W) AD(       ) 2
 JH0693
 JH0693.Superseded values are not recommended for survey control.
 JH0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0693.See file dsdata.txt to determine how the superseded data were derived.
 JH0693
 JH0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH7002220503(NAD 83)
 JH0693_MARKER: DS = TRIANGULATION STATION DISK
 JH0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0693
 JH0693  HISTORY     - Date     Condition        Report By
 JH0693  HISTORY     - 1963     MONUMENTED       CGS
 JH0693
 JH0693                          STATION DESCRIPTION
 JH0693
 JH0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0693'THE STATION IS ON LOCATED ON THE TOP OF A LOW SANDY HILL, 10-3/4
 JH0693'MILES WEST AND 4-1/2 MILES NORTH OF KALVESTA, 4-1/2 MILES NORTH OF
 JH0693'U.S.  HIGHWAY 156, 1 MILE WEST OF STATE HIGHWAY 23, ON THE EAST
 JH0693'SIDE OF SECTION 22, T 22 S, R 29 W, AND ON PROPERTY OWNED BY MR.
 JH0693'LUTHER T. BELL.
 JH0693'
 JH0693'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JH0693'HIGHWAY 23 IN CIMARRON, GO NORTH ON HIGHWAY 23 FOR 17.5 MILES TO A
 JH0693'CROSSROAD AND THE INTERSECTION WITH U.S. HIGHWAY 156.  TURN LEFT
 JH0693'AND GO WEST ON HIGHWAYS 23 AND 156 FOR 5.9 MILES TO A CROSSROAD
 JH0693'WHERE HIGHWAY 23 TURNS RIGHT.  TURN RIGHT AND GO NORTH ON
 JH0693'HIGHWAY 23 FOR 4.0 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST
 JH0693'ON A DIRT ROAD FOR 1.0 MILE TO A SECTION LINE ROAD ON THE LEFT AND
 JH0693'A FIELD ROAD AND WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 JH0693'THE GATE, AND GO NORTH ACROSS A CULTIVATED FIELD ON THE FIELD ROAD
 JH0693'FOR 0.35 MILE TO THE NORTH SIDE OF THE CULTIVATED FIELD AND THE
 JH0693'SOUTH BASE OF THE HILL.  BEAR LEFT AND GO NORTHWEST FOR
 JH0693'APPROXIMATELY 125 YARDS TO THE TOP OF THE HILL AND THE STATION.
 JH0693'
 JH0693'STATION MARKS ARE STANDARD DISKS STAMPED HILL 1963.  THE SURFACE DISK
 JH0693'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 JH0693'2.5 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 JH0693'SET IN AN IRREGULAR MASS OF CONCRETE 41 INCHES BELOW THE SURFACE OF
 JH0693'THE GROUND.
 JH0693'
 JH0693'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HILL NO 1 1963, IS
 JH0693'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 JH0693'2.5 FEET NORTHWEST OF A METAL WITNESS POST.
 JH0693'
 JH0693'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HILL NO 2 1963, IS SET
 JH0693'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 2 FEET
 JH0693'NORTHEAST OF A METAL WITNESS POST.
 JH0693'
 JH0693'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0693'STATION BOND IS VISIBLE FROM THE GROUND AND MAY BE USED AS THE
 JH0693'AZIMUTH MARK.
 JH0693'
 JH0693'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0316 ***********************************************************************
 KG0316  DESIGNATION -  HILL CITY
 KG0316  PID         -  KG0316
 KG0316  STATE/COUNTY-  KS/GRAHAM
 KG0316  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0316
 KG0316                         *CURRENT SURVEY CONTROL
 KG0316  ___________________________________________________________________
 KG0316* NAD 83(1986)-  39 21 53.     (N)    099 50 46.     (W)     SCALED    
 KG0316* NAVD 88     -       668.722  (meters)    2193.97   (feet)  ADJUSTED  
 KG0316  ___________________________________________________________________
 KG0316  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 KG0316  DYNAMIC HT  -         668.246 (meters)    2192.40  (feet)  COMP
 KG0316  MODELED GRAV-     979,893.1   (mgal)                       NAVD 88
 KG0316
 KG0316  VERT ORDER  -  FIRST     CLASS II
 KG0316
 KG0316.The horizontal coordinates were scaled from a topographic map and have
 KG0316.an estimated accuracy of +/- 6 seconds.
 KG0316
 KG0316.The orthometric height was determined by differential leveling
 KG0316.and adjusted by the National Geodetic Survey in June 1991..
 KG0316.WARNING-Repeat measurements at this control monument indicate possible
 KG0316.vertical movement.
 KG0316
 KG0316.The geoid height was determined by GEOID03.
 KG0316
 KG0316.The dynamic height is computed by dividing the NAVD 88
 KG0316.geopotential number by the normal gravity value computed on the
 KG0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0316.degrees latitude (g = 980.6199 gals.).
 KG0316
 KG0316.The modeled gravity was interpolated from observed gravity values.
 KG0316
 KG0316;                    North         East    Units  Estimated Accuracy
 KG0316;SPC KS N     -   116,120.      240,920.      MT  (+/- 180 meters Scaled)
 KG0316
 KG0316                          SUPERSEDED SURVEY CONTROL
 KG0316
 KG0316  NGVD 29 (02/14/92)  668.436  (m)         2193.03   (f) ADJUSTED    1 2
 KG0316
 KG0316.Superseded values are not recommended for survey control.
 KG0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0316.See file dsdata.txt to determine how the superseded data were derived.
 KG0316
 KG0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ271575(NAD 83)
 KG0316_MARKER: DB = BENCH MARK DISK
 KG0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0316_SP_SET: CONCRETE POST
 KG0316_STAMPING: HILL CITY 1933
 KG0316_MARK LOGO: CGS   
 KG0316_PROJECTION: PROJECTING 5 CENTIMETERS
 KG0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0316+STABILITY: SURFACE MOTION
 KG0316
 KG0316  HISTORY     - Date     Condition        Report By
 KG0316  HISTORY     - 1933     MONUMENTED       CGS
 KG0316  HISTORY     - 1941     GOOD             NGS
 KG0316  HISTORY     - 1986     GOOD             NGS
 KG0316  HISTORY     - 20060512 GOOD             GEOCAC
 KG0316
 KG0316                          STATION DESCRIPTION
 KG0316
 KG0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0316'AT HILL CITY.
 KG0316'AT HILL CITY, AT THE INTERSECTION OF OLD STATE HIGHWAY 21 (NOW
 KG0316'U.S. HIGHWAY 283), AND U.S. HIGHWAY 24, 22.7 FEET EAST OF THE
 KG0316'CURB OF OLD STATE HIGHWAY 21, AND 3 FEET NORTH OF THE CURB OF
 KG0316'U.S. HIGHWAY 24.  A STANDARD DISK, STAMPED HILL CITY 1933 AND
 KG0316'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 KG0316'GROUND.
 KG0316
 KG0316                          STATION RECOVERY (1986)
 KG0316
 KG0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0316'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HILL CITY,
 KG0316'IN THE NORTHEAST CORNER OF THE JUNCTION OF US HIGHWAY 283 AND US
 KG0316'HIGHWAY 24, 6.7 METERS (22.5 FT) EAST OF THE EAST CURB OF US HIGHWAY
 KG0316'283 AND 0.9 METER (3 FT) NORTH OF THE NORTH CURB OF US HIGHWAY 24.
 KG0316'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 KG0316
 KG0316                          STATION RECOVERY (2006)
 KG0316
 KG0316'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0316'HANDHELD COORDINATES ARE N39-21.52.92 W099-50-45.06.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0789 ***********************************************************************
 KG0789  DESIGNATION -  HILL CITY
 KG0789  PID         -  KG0789
 KG0789  STATE/COUNTY-  KS/GRAHAM
 KG0789  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0789
 KG0789                         *CURRENT SURVEY CONTROL
 KG0789  ___________________________________________________________________
 KG0789* NAD 83(1997)-  39 22 45.14531(N)    099 49 47.53603(W)     ADJUSTED  
 KG0789* NAVD 88     -       669.     (meters)    2195.     (feet)  SCALED    
 KG0789  ___________________________________________________________________
 KG0789  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 KG0789  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 KG0789
 KG0789  HORZ ORDER  -  THIRD
 KG0789
 KG0789.This mark is at Hill City Municipal Airport (HLC)
 KG0789
 KG0789.The horizontal coordinates were established by classical geodetic methods
 KG0789.and adjusted by the National Geodetic Survey in October 1998..
 KG0789
 KG0789.The orthometric height was scaled from a topographic map.
 KG0789
 KG0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0789
 KG0789.The geoid height was determined by GEOID03.
 KG0789
 KG0789;                    North         East     Units Scale Factor Converg.
 KG0789;SPC KS N     -   117,697.502   242,351.577   MT  0.99995936   -1 09 28.0
 KG0789;UTM  14      - 4,359,187.387   428,524.660   MT  0.99966290   -0 31 35.5
 KG0789
 KG0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0789!SPC KS N     -   0.99989900  x   0.99995936  =   0.99985837
 KG0789!UTM  14      -   0.99989900  x   0.99966290  =   0.99956194
 KG0789
 KG0789|---------------------------------------------------------------------|
 KG0789| PID    Reference Object                     Distance      Geod. Az  |
 KG0789|                                                           dddmmss.s |
 KG0789| CN8784 HILL CITY RM 1                       10.284 METERS 00207     |
 KG0789| KG0766 DAMAR MUNICIPAL STANDPIPE           APPROX.22.1 KM 1073251.6 |
 KG0789| KG0765 DAMAR ST JOSEPHS CH N CROSS         APPROX.22.0 KM 1074609.0 |
 KG0789| CN8783 HILL CITY AZ MK                                    1352549.1 |
 KG0789| KG0788 HILL CITY CAA RADIO MAST            APPROX. 0.5 KM 2212012.8 |
 KG0789| KG0791 HILL CITY MUNICIPAL TANK            APPROX. 2.0 KM 2285948.4 |
 KG0789| CN8785 HILL CITY RM 2                       10.311 METERS 26815     |
 KG0789|---------------------------------------------------------------------|
 KG0789
 KG0789                          SUPERSEDED SURVEY CONTROL
 KG0789
 KG0789  NAD 83(1986)-  39 22 45.15022(N)    099 49 47.53750(W) AD(       ) 3
 KG0789  NAD 27      -  39 22 45.12900(N)    099 49 46.10300(W) AD(       ) 3
 KG0789
 KG0789.Superseded values are not recommended for survey control.
 KG0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0789.See file dsdata.txt to determine how the superseded data were derived.
 KG0789
 KG0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2852559187(NAD 83)
 KG0789_MARKER: DS = TRIANGULATION STATION DISK
 KG0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0789
 KG0789  HISTORY     - Date     Condition        Report By
 KG0789  HISTORY     - 1950     MONUMENTED       CGS
 KG0789
 KG0789                          STATION DESCRIPTION
 KG0789
 KG0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0789'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH-NORTHEAST OF THE
 KG0789'NORTHEAST CORNER OF HILL CITY ON THE MUNICIPAL AIRPORT GROUNDS.
 KG0789'IT IS ABOUT 0.4 MILE NORTH-NORTHWEST OF THE AIRPORT BUILDINGS
 KG0789'AND AT THE EXTREME NORTH END OF THE NORTH-NORTHEAST AND
 KG0789'SOUTH-SOUTHWEST RUNWAY.  IT IS 34.0 FEET SOUTH OF A WITNESS
 KG0789'POST AND 18.0 FEET SOUTH OF THE CENTER OF A GRADED ROAD.  IT IS
 KG0789'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED HILL
 KG0789'CITY 1950.
 KG0789'
 KG0789'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION, 16.0
 KG0789'FEET NORTH OF THE CENTER OF A GRADED ROAD, 2.0 FEET WEST OF A
 KG0789'WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 4 INCHES
 KG0789'AND IS STAMPED HILL CITY NO 1 1950.
 KG0789'
 KG0789'REFERENCE MARK NO. 2 IS 18.0 FEET SOUTH OF THE CENTER OF A GRADED
 KG0789'ROAD, PROJECTS 2 INCHES AND IS STAMPED HILL CITY NO 2 1950.
 KG0789'
 KG0789'THE AZIMUTH MARK IS 24.0 FEET EAST OF THE CENTER OF A GRADED
 KG0789'ROAD, 2.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST AND 1.5 FEET
 KG0789'NORTH-NORTHWEST OF A FENCE CORNER.  IT PROJECTS 4 INCHES AND IS
 KG0789'STAMPED HILL CITY 1950.
 KG0789'
 KG0789'TO REACH THE STATION FROM THE POST OFFICE IN HILL CITY, GO WEST
 KG0789'ON U.S. HIGHWAY NO. 24 FOR 3 BLOCKS TO THE JUNCTION WITH U.S.
 KG0789'HIGHWAY NO. 283.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY NO.
 KG0789'283 FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST ON A
 KG0789'GRADED ROAD FOR 0.9 MILE TO THE NORTH END OF A RUNWAY AND THE
 KG0789'STATION ON THE RIGHT AS DESCRIBED.
 KG0789'
 KG0789'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRADED
 KG0789'ROAD FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON A
 KG0789'GRADED ROAD FOR 0.15 MILE TO THE TOP OF A RISE AND THE AZIMUTH
 KG0789'MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0788 ***********************************************************************
 KG0788  DESIGNATION -  HILL CITY CAA RADIO MAST
 KG0788  PID         -  KG0788
 KG0788  STATE/COUNTY-  KS/GRAHAM
 KG0788  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0788
 KG0788                         *CURRENT SURVEY CONTROL
 KG0788  ___________________________________________________________________
 KG0788* NAD 83(1997)-  39 22 32.57839(N)    099 50 01.77932(W)     ADJUSTED  
 KG0788* NAVD 88     -                                                        
 KG0788  ___________________________________________________________________
 KG0788  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KG0788  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 KG0788
 KG0788  HORZ ORDER  -  THIRD
 KG0788
 KG0788.This mark is at Hill City Municipal Airport (HLC)
 KG0788
 KG0788.The horizontal coordinates were established by classical geodetic methods
 KG0788.and adjusted by the National Geodetic Survey in October 1998..
 KG0788
 KG0788
 KG0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0788
 KG0788.The geoid height was determined by GEOID03.
 KG0788
 KG0788;                    North         East     Units Scale Factor Converg.
 KG0788;SPC KS N     -   117,316.934   242,002.915   MT  0.99995922   -1 09 37.0
 KG0788;UTM  14      - 4,358,803.114   428,180.314   MT  0.99966351   -0 31 44.4
 KG0788
 KG0788                          SUPERSEDED SURVEY CONTROL
 KG0788
 KG0788  NAD 83(1986)-  39 22 32.58308(N)    099 50 01.78058(W) AD(       ) 4
 KG0788  NAD 27      -  39 22 32.56100(N)    099 50 00.34700(W) AD(       ) 3
 KG0788
 KG0788.Superseded values are not recommended for survey control.
 KG0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0788.See file dsdata.txt to determine how the superseded data were derived.
 KG0788
 KG0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2818058803(NAD 83)
 KG0788_MARKER: 42 = RADIO/TV MAST
 KG0788
 KG0788  HISTORY     - Date     Condition        Report By
 KG0788  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0788  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KG0788
 KG0788                          STATION DESCRIPTION
 KG0788
 KG0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0788'THE STATION IS LOCATED ABOUT 0.5 MILE NORTH OF THE NORTHEAST
 KG0788'CORNER OF HILL CITY AND ABOUT 0.5 MILE DUE EAST OF U.S. HIGHWAY
 KG0788'NO. 283 AT THE HILL CITY MUNICIPAL AIRPORT AND CIVIL AERONAUTICS
 KG0788'ADMINISTRATION INTERSTATE AIRWAYS COMMUNICATION STATION.
 KG0788'
 KG0788'IT IS A 4 INCH TUBULAR STEEL STRUCTURE SUPPORTED BY SEVERAL
 KG0788'GUYS.  THE MAST PROPER HAS A HEIGHT OF 90 FEET WITH A THREE
 KG0788'FOOT ANTENNA AT THE TOP.  IT IS PAINTED ALTERNATELY RED AND
 KG0788'WHITE AND HAS A RED FLASHER AT THE TOP OF THE MAST PROPER.  THE
 KG0788'POINT OBSERVED UPON WAS THE TOP OF THE MAST PROPER.
 KG0788
 KG0788                          STATION RECOVERY (2006)
 KG0788
 KG0788'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0788'THE MAST CURRENTLY STANDING AT THE FAA FACILITY IS A WHITE TUBULAR
 KG0788'STEEL STRUCTURE ABOUT 90 FEET IN HEIGHT, BUT IT IS LOCATED ABOUT 50
 KG0788'FEET WEST OF THE LOCATION OF THE PUBLISHED COORDINATES FOR THIS
 KG0788'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0791 ***********************************************************************
 KG0791  DESIGNATION -  HILL CITY MUNICIPAL TANK
 KG0791  PID         -  KG0791
 KG0791  STATE/COUNTY-  KS/GRAHAM
 KG0791  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0791
 KG0791                         *CURRENT SURVEY CONTROL
 KG0791  ___________________________________________________________________
 KG0791* NAD 83(1997)-  39 22 03.15666(N)    099 50 49.75095(W)     ADJUSTED  
 KG0791* NAVD 88     -                                                        
 KG0791  ___________________________________________________________________
 KG0791  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 KG0791  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 KG0791
 KG0791  HORZ ORDER  -  THIRD
 KG0791
 KG0791.The horizontal coordinates were established by classical geodetic methods
 KG0791.and adjusted by the National Geodetic Survey in October 1998..
 KG0791
 KG0791
 KG0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0791
 KG0791.The geoid height was determined by GEOID03.
 KG0791
 KG0791;                    North         East     Units Scale Factor Converg.
 KG0791;SPC KS N     -   116,433.139   240,836.487   MT  0.99995892   -1 10 07.4
 KG0791;UTM  14      - 4,357,906.785   427,024.035   MT  0.99966557   -0 32 14.5
 KG0791
 KG0791                          SUPERSEDED SURVEY CONTROL
 KG0791
 KG0791  NAD 83(1986)-  39 22 03.16136(N)    099 50 49.75224(W) AD(       ) 4
 KG0791  NAD 27      -  39 22 03.13600(N)    099 50 48.32100(W) AD(       ) 3
 KG0791
 KG0791.Superseded values are not recommended for survey control.
 KG0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0791.See file dsdata.txt to determine how the superseded data were derived.
 KG0791
 KG0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2702457907(NAD 83)
 KG0791_MARKER: 53 = ELEVATED TANK
 KG0791
 KG0791  HISTORY     - Date     Condition        Report By
 KG0791  HISTORY     - 1934     FIRST OBSERVED   CGS
 KG0791  HISTORY     - 1950     GOOD             CGS
 KG0791  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KG0791
 KG0791                          STATION DESCRIPTION
 KG0791
 KG0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0791'POINT OBSERVED UPON IS FINIAL OF MUNICIPAL BLACK WATER TANK,
 KG0791'APPROXIMATELY 125 FEET HIGH, LOCATED IN THE CENTER OF TOWN.
 KG0791'
 KG0791'STATION OBSERVED UPON FROM MINNIE AND BARGER.
 KG0791
 KG0791                          STATION RECOVERY (1950)
 KG0791
 KG0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0791'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF HILL CITY IN
 KG0791'THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTH FIFTH AVENUE
 KG0791'AND WEST CHERRY STREET.  IT IS 63.0 FEET EAST OF THE CENTER
 KG0791'OF NORTH FIFTH AVENUE AND 63.0 FEET SOUTH OF THE CENTER OF
 KG0791'WEST CHERRY STREET.
 KG0791'
 KG0791'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 KG0791'AND HAS AN OVER-ALL HEIGHT OF 105.0 FEET.  IT IS PAINTED SILVER
 KG0791'WITH THE NAME HILL CITY PAINTED IN BLACK ON THE NORTH AND SOUTH
 KG0791'SIDES.  IT HAS A CONICAL ROOF WITH A FINIAL AT THE APEX.  THE
 KG0791'POINT OBSERVED UPON WAS THE APEX OF THE ROOF.
 KG0791
 KG0791                          STATION RECOVERY (2006)
 KG0791
 KG0791'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0791'THERE IS NO TANK AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0622 ***********************************************************************
 KG0622  DESIGNATION -  HILL RESET
 KG0622  PID         -  KG0622
 KG0622  STATE/COUNTY-  KS/MITCHELL
 KG0622  USGS QUAD   -  GLEN ELDER SOUTH (1979)
 KG0622
 KG0622                         *CURRENT SURVEY CONTROL
 KG0622  ___________________________________________________________________
 KG0622* NAD 83(1997)-  39 25 20.58215(N)    098 22 19.91642(W)     ADJUSTED  
 KG0622* NAVD 88     -       490.     (meters)    1608.     (feet)  SCALED    
 KG0622  ___________________________________________________________________
 KG0622  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 KG0622  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 KG0622
 KG0622  HORZ ORDER  -  SECOND
 KG0622
 KG0622.The horizontal coordinates were established by classical geodetic methods
 KG0622.and adjusted by the National Geodetic Survey in October 1998..
 KG0622
 KG0622.The orthometric height was scaled from a topographic map.
 KG0622
 KG0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0622
 KG0622.The geoid height was determined by GEOID03.
 KG0622
 KG0622;                    North         East     Units Scale Factor Converg.
 KG0622;SPC KS N     -   120,963.940   367,951.643   MT  0.99996133   -0 14 07.8
 KG0622;UTM  14      - 4,363,838.692   554,037.908   MT  0.99963595   +0 23 55.3
 KG0622
 KG0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0622!SPC KS N     -   0.99992726  x   0.99996133  =   0.99988859
 KG0622!UTM  14      -   0.99992726  x   0.99963595  =   0.99956323
 KG0622
 KG0622:                Primary Azimuth Mark                     Grid Az
 KG0622:SPC KS N     -  GLEN ELDER MUNICIPAL STANDPIPE           031 26 14.1
 KG0622:UTM  14      -  GLEN ELDER MUNICIPAL STANDPIPE           030 48 11.0
 KG0622
 KG0622|---------------------------------------------------------------------|
 KG0622| PID    Reference Object                     Distance      Geod. Az  |
 KG0622|                                                           dddmmss.s |
 KG0622| KG0621 GLEN ELDER MUNICIPAL STANDPIPE      APPROX.10.0 KM 0311206.3 |
 KG0622| KG0593 BELOIT MUNICIPAL TANK               APPROX.23.3 KM 0781234.3 |
 KG0622| CN8780 HILL RM 1                            15.381 METERS 07848     |
 KG0622| CN8782 HILL RM 3                            14.811 METERS 09145     |
 KG0622| CN8781 HILL RM 2                            71.405 METERS 16814     |
 KG0622| KG0624 TIPTON MUNICIPAL TANK               APPROX.12.4 KM 2233814.9 |
 KG0622| CN8779 HILL AZ MK 2                                       2713222.4 |
 KG0622| CN8778 HILL AZ MK                                         2713751.1 |
 KG0622| KG0639 OSBORNE EAST MUNICIPAL TANK         APPROX.27.9 KM 2735436.1 |
 KG0622| KG0638 OSBORNE WEST MUNICIPAL TANK         APPROX.28.5 KM 2740027.5 |
 KG0622| KG0583 CAWKER CITY MUNICIPAL TANK          APPROX.11.0 KM 3322538.8 |
 KG0622|---------------------------------------------------------------------|
 KG0622
 KG0622                          SUPERSEDED SURVEY CONTROL
 KG0622
 KG0622  NAD 83(1986)-  39 25 20.59020(N)    098 22 19.91692(W) AD(       ) 2
 KG0622  NAD 27      -  39 25 20.55900(N)    098 22 18.70300(W) AD(       ) 2
 KG0622
 KG0622.Superseded values are not recommended for survey control.
 KG0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0622.See file dsdata.txt to determine how the superseded data were derived.
 KG0622
 KG0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ5403863839(NAD 83)
 KG0622_MARKER: DS = TRIANGULATION STATION DISK
 KG0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0622
 KG0622  HISTORY     - Date     Condition        Report By
 KG0622  HISTORY     - 1950     MONUMENTED       CGS
 KG0622  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KG0622
 KG0622                          STATION DESCRIPTION
 KG0622
 KG0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0622'THE STATION IS LOCATED ABOUT 5.25 MILES SOUTH AND 3.5 MILES WEST
 KG0622'OF GLEN ELDER AND ABOUT 6.0 MILES SOUTH AND 3.25 MILES EAST OF
 KG0622'CAWKER CITY ON THE HIGHEST POINT OF A SMALL ROUND HILL.
 KG0622'IT IS IN THE NORTHEAST CORNER OF A CULTIVATED FIELD, 41 FEET
 KG0622'SOUTH OF THE CENTER OF A ROAD, 34 FEET WEST OF THE CENTER
 KG0622'OF DRIVEWAY INTO A FARMYARD AND 11 FEET SOUTH OF AN EAST-WEST
 KG0622'FENCE LINE AND WITNESS POST.  IT IS STAMPED HILL 1950 AND
 KG0622'IS 1 FOOT BELOW THE GROUND SURFACE.
 KG0622'
 KG0622'REFERENCE MARK NO. 1 IS IN THE NORTHWEST CORNER OF A CULTIVATED
 KG0622'FIELD, 30 FEET SOUTH OF THE CENTER OF ROAD, 17 FEET EAST OF THE
 KG0622'CENTER OF DRIVEWAY INTO FARMYARD AND 1 FOOT SOUTH OF A FENCE
 KG0622'CORNER AND TELEPHONE POLE.  IT IS STAMPED HILL NO 1 1950 AND
 KG0622'PROJECTS 4 INCHES.
 KG0622'
 KG0622'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 KG0622'20 FEET EAST OF THE CENTER OF DRIVEWAY INTO FARMYARD, 1 FOOT
 KG0622'NORTH OF A POWER LINE POLE AND IS 6 FEET LOWER IN ELEVATION
 KG0622'THAN THE STATION.  IT IS STAMPED HILL NO 2 1950 AND IS SET
 KG0622'FLUSH WITH THE GROUND SURFACE.
 KG0622'
 KG0622'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 239.19
 KG0622'FEET.
 KG0622'
 KG0622'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET NORTH OF
 KG0622'THE CENTER OF ROAD AND 1 FOOT EAST OF A POWER LINE POLE AND
 KG0622'WITNESS POST.  IT IS STAMPED HILL 1950 AND PROJECTS 5 INCHES.
 KG0622'
 KG0622'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 KG0622'IN GLEN ELDER, GO SOUTH ON GRAVELED ROAD FOR 5.45 MILES TO
 KG0622'A CROSSROAD.  TURN RIGHT AND GO WEST ON DIRT ROAD FOR 3.35 MILES
 KG0622'TO A DRIVEWAY INTO FARMYARD ON LEFT AND STATION JUST BEYOND
 KG0622'AS DESCRIBED.  (CONTINUE STRAIGHT AHEAD FOR 0.75 MILE TO
 KG0622'AZIMUTH MARK ON RIGHT AS DESCRIBED.)
 KG0622'
 KG0622'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KG0622
 KG0622                          STATION RECOVERY (1969)
 KG0622
 KG0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0622'THE STATION SURFACE MARK, REFERENCE MARK NO. 1, AND THE
 KG0622'AZIMUTH MARK HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 KG0622'THE UNDERGROUND STATION MARK AND REFERENCE MARK NO. 2 WERE
 KG0622'RECOVERED AND FOUND IN GOOD CONDITION.
 KG0622'
 KG0622'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE
 KG0622'UNDERGROUND MARK, ALSO REFERENCE MARK NO. 3 AND A NEW AZIMUTH
 KG0622'MARK WERE SET.
 KG0622'
 KG0622'FOLLOWING IS A NEW DESCRIPTION.
 KG0622'
 KG0622'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 KG0622'IN GLEN ELDER, GO SOUTH ON A SURFACED ROAD FOR 5.45 MILES TO A
 KG0622'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 KG0622'3.35 MILES TO A DRIVEWAY LEADING TO A FARM HOUSE AND THE
 KG0622'STATION ON THE LEFT.
 KG0622'
 KG0622'STATION MARK, A STANDARD DISK STAMPED HILL 1950 1969, IS
 KG0622'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 14 INCHES
 KG0622'BELOW THE SURFACE OF THE GROUND.  IT IS 71 FEET NORTHWEST
 KG0622'OF AN UNDERGROUND TELEPHONE CABLE BOX, 48 FEET WEST OF WEST
 KG0622'BRACE POST, 40 FEET SOUTH OF THE CENTER OF THE ROAD, AND
 KG0622'27 FEET WEST OF THE CENTER OF THE FARM DRIVE.  THE UNDERGROUND
 KG0622'MARK, A STANDARD DISK STAMPED HILL 1950, IS SET IN THE TOP
 KG0622'OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF
 KG0622'THE GROUND.
 KG0622'
 KG0622'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HILL NO. 2
 KG0622'1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 KG0622'8 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 20 FEET EAST
 KG0622'OF THE CENTER OF THE FARM DRIVE AND 1 FOOT NORTH OF A
 KG0622'POWERLINE POLE.
 KG0622'
 KG0622'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HILL 1950
 KG0622'NO. 3 1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KG0622'PROJECTS 2 INCHES.  IT IS 43 FEET SOUTH OF THE CENTER OF THE
 KG0622'ROAD, 22 FEET EAST OF THE CENTER OF THE FARM DRIVE, 1.5
 KG0622'FEET NORTH OF A POWERLINE POLE, AND 1.5 FEET SOUTH OF THE
 KG0622'WEST BRACE POST.
 KG0622'
 KG0622'AZIMUTH MARK, A STANDARD DISK STAMPED HILL 1950 1969, IS SET
 KG0622'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 KG0622'IT IS 40 FEET NORTH OF THE CENTER OF THE ROAD, 2 FEET EAST
 KG0622'OF A POWERLINE POLE AND 1.5 FEET WEST OF A METAL WITNESS
 KG0622'POST.
 KG0622'
 KG0622'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 KG0622'A GRAVELED ROAD FOR 1.15 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0233 ***********************************************************************
 KF0233  DESIGNATION -  HILL RM 1
 KF0233  PID         -  KF0233
 KF0233  STATE/COUNTY-  KS/GEARY
 KF0233  USGS QUAD   -  MILFORD DAM (1982)
 KF0233
 KF0233                         *CURRENT SURVEY CONTROL
 KF0233  ___________________________________________________________________
 KF0233* NAD 83(1986)-  39 00 03.     (N)    096 54 01.     (W)     SCALED    
 KF0233* NAVD 88     -       384.018  (meters)    1259.90   (feet)  ADJUSTED  
 KF0233  ___________________________________________________________________
 KF0233  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 KF0233  DYNAMIC HT  -         383.754 (meters)    1259.03  (feet)  COMP
 KF0233  MODELED GRAV-     979,928.9   (mgal)                       NAVD 88
 KF0233
 KF0233  VERT ORDER  -  FIRST     CLASS II
 KF0233
 KF0233.The horizontal coordinates were scaled from a topographic map and have
 KF0233.an estimated accuracy of +/- 6 seconds.
 KF0233
 KF0233.The orthometric height was determined by differential leveling
 KF0233.and adjusted by the National Geodetic Survey in June 1991..
 KF0233
 KF0233.The geoid height was determined by GEOID03.
 KF0233
 KF0233.The dynamic height is computed by dividing the NAVD 88
 KF0233.geopotential number by the normal gravity value computed on the
 KF0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0233.degrees latitude (g = 980.6199 gals.).
 KF0233
 KF0233.The modeled gravity was interpolated from observed gravity values.
 KF0233
 KF0233;                    North         East    Units  Estimated Accuracy
 KF0233;SPC KS N     -    74,680.      495,260.      MT  (+/- 180 meters Scaled)
 KF0233
 KF0233                          SUPERSEDED SURVEY CONTROL
 KF0233
 KF0233  NGVD 29 (??/??/92)  383.905  (m)         1259.53   (f) ADJ UNCH    1 2
 KF0233
 KF0233.Superseded values are not recommended for survey control.
 KF0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0233.See file dsdata.txt to determine how the superseded data were derived.
 KF0233
 KF0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ818189(NAD 83)
 KF0233_MARKER: DR = REFERENCE MARK DISK
 KF0233_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KF0233_SP_SET: BRIDGE GUARDRAIL BASE
 KF0233_STAMPING: HILL NO 1 1970
 KF0233_MARK LOGO: NGS   
 KF0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0233
 KF0233  HISTORY     - Date     Condition        Report By
 KF0233  HISTORY     - 1970     MONUMENTED       NGS
 KF0233  HISTORY     - 1986     GOOD             NGS
 KF0233
 KF0233                          STATION DESCRIPTION
 KF0233
 KF0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0233'3.9 MI SW FROM JUNCTION CITY.
 KF0233'ABOUT 3.9 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0233'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0233'SET IN THE TOP OF THE NORTH END OF THE CONCRETE FOUNDATION FOR
 KF0233'THE EAST CONCRETE GUARDRAIL ON PAVED ROAD OVERPASS NUMBER 3-4
 KF0233'OVER THE HIGHWAY, 14 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KF0233'6.5 FEET SOUTHWEST OF THE NORTH CORNER OF THE CONCRETE FOUNDATION
 KF0233'FOR THE GUARDRAIL, 29.40 FEET EAST AND ACROSS THE ROAD FROM THE
 KF0233'STATION MARK, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 KF0233'SEC 17, T12S, R5E.
 KF0233
 KF0233                          STATION RECOVERY (1986)
 KF0233
 KF0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0232 ***********************************************************************
 KF0232  DESIGNATION -  HILL RM 2
 KF0232  PID         -  KF0232
 KF0232  STATE/COUNTY-  KS/GEARY
 KF0232  USGS QUAD   -  MILFORD DAM (1982)
 KF0232
 KF0232                         *CURRENT SURVEY CONTROL
 KF0232  ___________________________________________________________________
 KF0232* NAD 83(1986)-  39 00 03.     (N)    096 54 01.     (W)     SCALED    
 KF0232* NAVD 88     -       384.072  (meters)    1260.08   (feet)  ADJUSTED  
 KF0232  ___________________________________________________________________
 KF0232  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 KF0232  DYNAMIC HT  -         383.807 (meters)    1259.21  (feet)  COMP
 KF0232  MODELED GRAV-     979,928.9   (mgal)                       NAVD 88
 KF0232
 KF0232  VERT ORDER  -  SECOND    CLASS 0
 KF0232
 KF0232.The horizontal coordinates were scaled from a topographic map and have
 KF0232.an estimated accuracy of +/- 6 seconds.
 KF0232
 KF0232.The orthometric height was determined by differential leveling
 KF0232.and adjusted by the National Geodetic Survey in June 1991..
 KF0232
 KF0232.The geoid height was determined by GEOID03.
 KF0232
 KF0232.The dynamic height is computed by dividing the NAVD 88
 KF0232.geopotential number by the normal gravity value computed on the
 KF0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0232.degrees latitude (g = 980.6199 gals.).
 KF0232
 KF0232.The modeled gravity was interpolated from observed gravity values.
 KF0232
 KF0232;                    North         East    Units  Estimated Accuracy
 KF0232;SPC KS N     -    74,680.      495,260.      MT  (+/- 180 meters Scaled)
 KF0232
 KF0232                          SUPERSEDED SURVEY CONTROL
 KF0232
 KF0232  NGVD 29 (??/??/92)  383.959  (m)         1259.71   (f) ADJ UNCH    2 0
 KF0232
 KF0232.Superseded values are not recommended for survey control.
 KF0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0232.See file dsdata.txt to determine how the superseded data were derived.
 KF0232
 KF0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ818189(NAD 83)
 KF0232_MARKER: DR = REFERENCE MARK DISK
 KF0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0232_SP_SET: FOUNDATION
 KF0232_STAMPING: HILL NO 2 1970
 KF0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0232
 KF0232  HISTORY     - Date     Condition        Report By
 KF0232  HISTORY     - 1970     MONUMENTED       NGS
 KF0232
 KF0232                          STATION DESCRIPTION
 KF0232
 KF0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0232'3.9 MI SW FROM JUNCTION CITY.
 KF0232'ABOUT 3.9 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0232'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0232'CITY, SET IN THE TOP OF THE NORTH END OF THE CONCRETE FOUNDATION
 KF0232'FOR THE WEST GUARDRAIL ON PAVED ROAD OVERPASS NUMBER 3-4 OVER
 KF0232'THE HIGHWAY, 12 FEET WEST OF THE CENTER LINE OF THE ROAD, 22.10
 KF0232'FEET SOUTH OF THE STATION MARK, AND ABOUT 1 1/2 FEET ABOVE THE
 KF0232'LEVEL OF THE ROAD.  SEC 17, T12S, R5E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0704 ***********************************************************************
 JF0704  DESIGNATION -  HILLSBORO
 JF0704  PID         -  JF0704
 JF0704  STATE/COUNTY-  KS/MARION
 JF0704  USGS QUAD   -  HILLSBORO (1985)
 JF0704
 JF0704                         *CURRENT SURVEY CONTROL
 JF0704  ___________________________________________________________________
 JF0704* NAD 83(1986)-  38 20 58.     (N)    097 12 04.     (W)     SCALED    
 JF0704* NAVD 88     -       435.051  (meters)    1427.33   (feet)  ADJUSTED  
 JF0704  ___________________________________________________________________
 JF0704  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 JF0704  DYNAMIC HT  -         434.725 (meters)    1426.26  (feet)  COMP
 JF0704  MODELED GRAV-     979,867.6   (mgal)                       NAVD 88
 JF0704
 JF0704  VERT ORDER  -  SECOND    CLASS 0
 JF0704
 JF0704.The horizontal coordinates were scaled from a topographic map and have
 JF0704.an estimated accuracy of +/- 6 seconds.
 JF0704
 JF0704.The orthometric height was determined by differential leveling
 JF0704.and adjusted by the National Geodetic Survey in June 1991..
 JF0704
 JF0704.The geoid height was determined by GEOID03.
 JF0704
 JF0704.The dynamic height is computed by dividing the NAVD 88
 JF0704.geopotential number by the normal gravity value computed on the
 JF0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0704.degrees latitude (g = 980.6199 gals.).
 JF0704
 JF0704.The modeled gravity was interpolated from observed gravity values.
 JF0704
 JF0704;                    North         East    Units  Estimated Accuracy
 JF0704;SPC KS S     -   587,560.      513,530.      MT  (+/- 180 meters Scaled)
 JF0704
 JF0704                          SUPERSEDED SURVEY CONTROL
 JF0704
 JF0704  NGVD 29 (??/??/92)  434.882  (m)         1426.78   (f) ADJ UNCH    2 0
 JF0704
 JF0704.Superseded values are not recommended for survey control.
 JF0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0704.See file dsdata.txt to determine how the superseded data were derived.
 JF0704
 JF0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH571461(NAD 83)
 JF0704_MARKER: DB = BENCH MARK DISK
 JF0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0704+STABILITY: SURFACE MOTION
 JF0704
 JF0704  HISTORY     - Date     Condition        Report By
 JF0704  HISTORY     - UNK      MONUMENTED       CGS
 JF0704  HISTORY     - 1934     GOOD             NGS
 JF0704  HISTORY     - 20050706 MARK NOT FOUND   INDIV
 JF0704
 JF0704                          STATION DESCRIPTION
 JF0704
 JF0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0704'IN HILLSBORO.
 JF0704'LOCATED IN THE CITY PARK.  125 YDS. WEST OF THE N.W. CORNER OF
 JF0704'TABOR COLLEGE 112 FT. NORTH OF THE CENTER LINE OF STREET.  96.6
 JF0704'FT. EAST OF THE CENTER LINE OF A NORTH AND SOUTH STREET.  96.6 FT.
 JF0704'WEST OF THE CENTER LINE OF A NORTH AND SOUTH STREET.
 JF0704
 JF0704                          STATION RECOVERY (2005)
 JF0704
 JF0704'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLE)
 JF0704'AREA RE-GRADED AND LANDSCAPED DUE TO IMPROVEMENTS AT NEARBY TABOR
 JF0704'COLLEGE.  LARGE TREE HOVERING OVER APPROXIMATE SITE.  MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9527 ***********************************************************************
 AF9527  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9527  DESIGNATION -  HILLSBORO CORS ARP
 AF9527  CORS_ID     -  HBRK
 AF9527  PID         -  AF9527
 AF9527  STATE/COUNTY-  KS/MARION
 AF9527  USGS QUAD   -  LEHIGH (1985)
 AF9527
 AF9527                         *CURRENT SURVEY CONTROL
 AF9527  ___________________________________________________________________
 AF9527* NAD 83(CORS)-  38 18 16.71508(N)    097 17 36.65570(W)     ADJUSTED  
 AF9527* NAVD 88     -                                                        
 AF9527  ___________________________________________________________________
 AF9527  EPOCH DATE  -        2002.00
 AF9527  X           -    -636,267.968 (meters)                     COMP
 AF9527  Y           -  -4,971,312.567 (meters)                     COMP
 AF9527  Z           -   3,932,291.631 (meters)                     COMP
 AF9527  ELLIP HEIGHT-         413.66  (meters)          (03/??/02) GPS OBS
 AF9527  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AF9527
 AF9527  HORZ ORDER  -  SPECIAL (CORS)
 AF9527  ELLP ORDER  -  SPECIAL (CORS)
 AF9527
 AF9527.ITRF positions are available for this station.
 AF9527.The coordinates were established by GPS observations
 AF9527.and adjusted by the National Geodetic Survey in March 2002..
 AF9527.The coordinates are valid at the epoch date displayed above.
 AF9527.The epoch date for horizontal control is a decimal equivalence
 AF9527.of Year/Month/Day.
 AF9527
 AF9527
 AF9527.The PID for the CORS L1 Phase Center is AB4137.
 AF9527
 AF9527.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9527
 AF9527.The ellipsoidal height was determined by GPS observations
 AF9527.and is referenced to NAD 83.
 AF9527
 AF9527.The geoid height was determined by GEOID03.
 AF9527
 AF9527;                    North         East     Units Scale Factor Converg.
 AF9527;SPC KS S     -   582,476.096   505,521.327   MT  0.99995867   +0 44 29.1
 AF9527
 AF9527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9527!SPC KS S     -   0.99993510  x   0.99995867  =   0.99989377
 AF9527
 AF9527                          SUPERSEDED SURVEY CONTROL
 AF9527
 AF9527  NAD 83(CORS)-  38 18 16.71505(N)    097 17 36.65595(W) AD(1997.00) c
 AF9527  ELLIP H (07/??/00)  413.67   (m)                       GP(1997.00) c c
 AF9527  NAD 83(CORS)-  38 18 16.71475(N)    097 17 36.65597(W) AD(1997.00) c
 AF9527  NAD 83(CORS)-  38 18 16.71475(N)    097 17 36.65597(W) AD(1996.00) c
 AF9527  ELLIP H (04/??/96)  413.70   (m)                       GP(1997.00) c c
 AF9527  ELLIP H (04/??/96)  413.70   (m)                       GP(1996.00) c c
 AF9527
 AF9527.Superseded values are not recommended for survey control.
 AF9527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9527.See file dsdata.txt to determine how the superseded data were derived.
 AF9527
 AF9527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4920840994(NAD 83)
 AF9527_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9527
 AF9527                          STATION DESCRIPTION
 AF9527
 AF9527'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9527'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9527'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9527'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9527'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9527'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4137 ***********************************************************************
 AB4137  CORS        -  This is a GPS Continuously Operating Reference Station.
 AB4137  DESIGNATION -  HILLSBORO CORS L1 PHASE CENTER
 AB4137  CORS_ID     -  HBRK
 AB4137  PID         -  AB4137
 AB4137  STATE/COUNTY-  KS/MARION
 AB4137  USGS QUAD   -  LEHIGH (1985)
 AB4137
 AB4137                         *CURRENT SURVEY CONTROL
 AB4137  ___________________________________________________________________
 AB4137* NAD 83(CORS)-  38 18 16.71508(N)    097 17 36.65573(W)     ADJUSTED  
 AB4137* NAVD 88     -                                                        
 AB4137  ___________________________________________________________________
 AB4137  EPOCH DATE  -        2002.00
 AB4137  X           -    -636,267.976 (meters)                     COMP
 AB4137  Y           -  -4,971,312.630 (meters)                     COMP
 AB4137  Z           -   3,932,291.680 (meters)                     COMP
 AB4137  ELLIP HEIGHT-         413.74  (meters)          (03/??/02) GPS OBS
 AB4137  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AB4137
 AB4137  HORZ ORDER  -  SPECIAL (CORS)
 AB4137  ELLP ORDER  -  SPECIAL (CORS)
 AB4137
 AB4137.ITRF positions are available for this station.
 AB4137.The coordinates were established by GPS observations
 AB4137.and adjusted by the National Geodetic Survey in March 2002..
 AB4137.The coordinates are valid at the epoch date displayed above.
 AB4137.The epoch date for horizontal control is a decimal equivalence
 AB4137.of Year/Month/Day.
 AB4137
 AB4137
 AB4137.The PID for the CORS ARP is AF9527.
 AB4137
 AB4137.The XYZ, and position/ellipsoidal ht. are equivalent.
 AB4137
 AB4137.The ellipsoidal height was determined by GPS observations
 AB4137.and is referenced to NAD 83.
 AB4137
 AB4137.The geoid height was determined by GEOID03.
 AB4137
 AB4137;                    North         East     Units Scale Factor Converg.
 AB4137;SPC KS S     -   582,476.096   505,521.327   MT  0.99995867   +0 44 29.1
 AB4137
 AB4137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4137!SPC KS S     -   0.99993508  x   0.99995867  =   0.99989376
 AB4137
 AB4137                          SUPERSEDED SURVEY CONTROL
 AB4137
 AB4137  NAD 83(CORS)-  38 18 16.71505(N)    097 17 36.65597(W) AD(1997.00) c
 AB4137  ELLIP H (07/??/00)  413.74   (m)                       GP(1997.00) c c
 AB4137  NAD 83(CORS)-  38 18 16.71475(N)    097 17 36.65600(W) AD(1997.00) c
 AB4137  NAD 83(CORS)-  38 18 16.71475(N)    097 17 36.65600(W) AD(1996.00) c
 AB4137  ELLIP H (04/??/96)  413.77   (m)                       GP(1997.00) c c
 AB4137  ELLIP H (04/??/96)  413.77   (m)                       GP(1996.00) c c
 AB4137
 AB4137.Superseded values are not recommended for survey control.
 AB4137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4137.See file dsdata.txt to determine how the superseded data were derived.
 AB4137
 AB4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4920840994(NAD 83)
 AB4137_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AB4137
 AB4137                          STATION DESCRIPTION
 AB4137
 AB4137'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AB4137'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AB4137'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AB4137'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AB4137'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AB4137'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1411 ***********************************************************************
 HF1411  DESIGNATION -  HINTON ELEVATOR NORTH GABLE
 HF1411  PID         -  HF1411
 HF1411  STATE/COUNTY-  KS/HARPER
 HF1411  USGS QUAD   -  BLUFF CITY NW (1971)
 HF1411
 HF1411                         *CURRENT SURVEY CONTROL
 HF1411  ___________________________________________________________________
 HF1411* NAD 83(1997)-  37 10 01.20578(N)    097 55 25.74781(W)     ADJUSTED  
 HF1411* NAVD 88     -                                                        
 HF1411  ___________________________________________________________________
 HF1411  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 HF1411  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 HF1411
 HF1411  HORZ ORDER  -  THIRD
 HF1411
 HF1411.The horizontal coordinates were established by classical geodetic methods
 HF1411.and adjusted by the National Geodetic Survey in October 1998..
 HF1411
 HF1411
 HF1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1411
 HF1411.The geoid height was determined by GEOID03.
 HF1411
 HF1411;                    North         East     Units Scale Factor Converg.
 HF1411;SPC KS S     -   455,688.354   451,175.219   MT  1.00002109   +0 21 14.7
 HF1411;UTM  14      - 4,113,940.804   595,546.077   MT  0.99971246   +0 39 00.8
 HF1411
 HF1411                          SUPERSEDED SURVEY CONTROL
 HF1411
 HF1411  NAD 83(1997)-  37 10 01.20936(N)    097 55 25.74945(W) AD(       ) 4
 HF1411  NAD 83(1986)-  37 10 01.21303(N)    097 55 25.74156(W) AD(       ) 4
 HF1411  NAD 27      -  37 10 01.13500(N)    097 55 24.53000(W) AD(       ) 3
 HF1411
 HF1411.Superseded values are not recommended for survey control.
 HF1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1411.See file dsdata.txt to determine how the superseded data were derived.
 HF1411
 HF1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9554613941(NAD 83)
 HF1411_MARKER: 81 = GABLE
 HF1411
 HF1411  HISTORY     - Date     Condition        Report By
 HF1411  HISTORY     - 1902     FIRST OBSERVED   CGS
 HF1411  HISTORY     - 1934     GOOD             CGS
 HF1411
 HF1411                          STATION DESCRIPTION
 HF1411
 HF1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1902
 HF1411'(NO PREVIOUS DESCRIPTION).
 HF1411
 HF1411                          STATION RECOVERY (1934)
 HF1411
 HF1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HF1411'CORRECT.  IN THE NW 1/4 SEC. 24, T. 33 S, R. 6 W.  THIS ELEVATOR
 HF1411'IS CORRECT AND IS THE ORIGINAL ELEVATOR OBSERVED IN 1902.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0253 ***********************************************************************
 KE0253  DESIGNATION -  HLR 12
 KE0253  PID         -  KE0253
 KE0253  STATE/COUNTY-  KS/WYANDOTTE
 KE0253  USGS QUAD   -  KANSAS CITY (1991)
 KE0253
 KE0253                         *CURRENT SURVEY CONTROL
 KE0253  ___________________________________________________________________
 KE0253* NAD 83(1986)-  39 05 50.     (N)    094 36 37.     (W)     SCALED    
 KE0253* NAVD 88     -       232.369  (meters)     762.36   (feet)  ADJUSTED  
 KE0253  ___________________________________________________________________
 KE0253  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE0253  DYNAMIC HT  -         232.219 (meters)     761.87  (feet)  COMP
 KE0253  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 KE0253
 KE0253  VERT ORDER  -  SECOND    CLASS 0
 KE0253
 KE0253.The horizontal coordinates were scaled from a topographic map and have
 KE0253.an estimated accuracy of +/- 6 seconds.
 KE0253
 KE0253.The orthometric height was determined by differential leveling
 KE0253.and adjusted by the National Geodetic Survey in June 1991..
 KE0253
 KE0253.The geoid height was determined by GEOID03.
 KE0253
 KE0253.The dynamic height is computed by dividing the NAVD 88
 KE0253.geopotential number by the normal gravity value computed on the
 KE0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0253.degrees latitude (g = 980.6199 gals.).
 KE0253
 KE0253.The modeled gravity was interpolated from observed gravity values.
 KE0253
 KE0253;                    North         East    Units  Estimated Accuracy
 KE0253;SPC KS N     -    90,290.      693,160.      MT  (+/- 180 meters Scaled)
 KE0253
 KE0253                          SUPERSEDED SURVEY CONTROL
 KE0253
 KE0253  NGVD 29 (??/??/92)  232.282  (m)          762.08   (f) ADJ UNCH    2 0
 KE0253
 KE0253.Superseded values are not recommended for survey control.
 KE0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0253.See file dsdata.txt to determine how the superseded data were derived.
 KE0253
 KE0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD607288(NAD 83)
 KE0253_MARKER: DB = BENCH MARK DISK
 KE0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0253_STAMPING: H L R NO 12
 KE0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0253+STABILITY: SURFACE MOTION
 KE0253
 KE0253  HISTORY     - Date     Condition        Report By
 KE0253  HISTORY     - UNK      MONUMENTED       DOD
 KE0253  HISTORY     - 1951     GOOD             NGS
 KE0253  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KE0253  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0253
 KE0253                          STATION DESCRIPTION
 KE0253
 KE0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0253'AT KANSAS CITY.
 KE0253'AT KANSAS CITY, WYANDOTTE COUNTY, ON THE EAST BANK OF KANSAS
 KE0253'RIVER, 350 FEET SOUTH OF THE UNION PACIFIC RAILROAD BRIDGE,
 KE0253'AT THE WEST END OF THE KANSAS CITY STOCKYARDS, NEAR THE NORTH
 KE0253'END OF THE LOADING PENS, 71 FEET SOUTHWEST OF AN ARROW CUT ON
 KE0253'THE SOUTHWEST CORNER OF THE EAST HEAD WALL OF A RAILROAD
 KE0253'UNDERPASS, 44.7 FEET NORTHEAST ACROSS THE TRACKS FROM THE
 KE0253'END OF THE EAST CONCRETE RAIL OF A CATTLE RUNWAY, 15.3 SOUTH
 KE0253'OF THE TOP OF THE SLOPE OF THE RETAINING WALL, 2 FEET EAST
 KE0253'OF THE POINT OF AN ARROW ON THE RETAINING WALL, AND 0.3 FOOT
 KE0253'UNDER A BRICK WALK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 KE0253'CAP, STAMPED H L R NO 12 AND SET IN THE TOP OF A CONCRETE POST.
 KE0253'NOTE-- THE BRICKS FORMING A WALKWAY ALONG THE RAMP WERE REMOVED
 KE0253'AND THE CONCRETE POST BEARING THE BENCH MARK WAS BURIED 0.3
 KE0253'FOOT BELOW THE WALK LEVEL.
 KE0253
 KE0253                          STATION RECOVERY (1983)
 KE0253
 KE0253'RECOVERY NOTE BY US POWER SQUADRON 1983 (RLC)
 KE0253'MARK NOT FOUND.
 KE0253
 KE0253                          STATION RECOVERY (1986)
 KE0253
 KE0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0254 ***********************************************************************
 KE0254  DESIGNATION -  HLR 14
 KE0254  PID         -  KE0254
 KE0254  STATE/COUNTY-  KS/WYANDOTTE
 KE0254  USGS QUAD   -  KANSAS CITY (1991)
 KE0254
 KE0254                         *CURRENT SURVEY CONTROL
 KE0254  ___________________________________________________________________
 KE0254* NAD 83(1986)-  39 05 43.     (N)    094 36 32.     (W)     SCALED    
 KE0254* NAVD 88     -       231.407  (meters)     759.21   (feet)  ADJUSTED  
 KE0254  ___________________________________________________________________
 KE0254  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE0254  DYNAMIC HT  -         231.257 (meters)     758.72  (feet)  COMP
 KE0254  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 KE0254
 KE0254  VERT ORDER  -  SECOND    CLASS 0
 KE0254
 KE0254.The horizontal coordinates were scaled from a topographic map and have
 KE0254.an estimated accuracy of +/- 6 seconds.
 KE0254
 KE0254.The orthometric height was determined by differential leveling
 KE0254.and adjusted by the National Geodetic Survey in June 1991..
 KE0254
 KE0254.The geoid height was determined by GEOID03.
 KE0254
 KE0254.The dynamic height is computed by dividing the NAVD 88
 KE0254.geopotential number by the normal gravity value computed on the
 KE0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0254.degrees latitude (g = 980.6199 gals.).
 KE0254
 KE0254.The modeled gravity was interpolated from observed gravity values.
 KE0254
 KE0254;                    North         East    Units  Estimated Accuracy
 KE0254;SPC KS N     -    90,080.      693,290.      MT  (+/- 180 meters Scaled)
 KE0254
 KE0254                          SUPERSEDED SURVEY CONTROL
 KE0254
 KE0254  NGVD 29 (??/??/92)  231.319  (m)          758.92   (f) ADJ UNCH    2 0
 KE0254
 KE0254.Superseded values are not recommended for survey control.
 KE0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0254.See file dsdata.txt to determine how the superseded data were derived.
 KE0254
 KE0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD608285(NAD 83)
 KE0254_MARKER: DD = SURVEY DISK
 KE0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0254_STAMPING: H L R NO 14
 KE0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0254+STABILITY: SURFACE MOTION
 KE0254
 KE0254  HISTORY     - Date     Condition        Report By
 KE0254  HISTORY     - UNK      MONUMENTED       DOD
 KE0254  HISTORY     - 1951     GOOD             NGS
 KE0254  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0254
 KE0254                          STATION DESCRIPTION
 KE0254
 KE0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0254'AT KANSAS CITY.
 KE0254'AT KANSAS CITY, WYANDOTTE COUNTY, ON THE EAST BANK OF KANSAS
 KE0254'RIVER, AT THE WEST END OF THE KANSAS CITY STOCKYARDS, AT PEN
 KE0254'67 TRACK 1, 6.4 FEET SOUTH OF THE GATE OF THE PEN, 0.7 FOOT
 KE0254'EAST OF THE POINT OF AN ARROW CUT IN THE TOP OF A CONCRETE
 KE0254'RETAINING WALL, AND IN A BRICK WALK.  A CORPS OF ENGINEERS,
 KE0254'U.S. ARMY, STANDARD CAP, STAMPED H L R NO 14 AND SET IN THE
 KE0254'TOP OF A CONCRETE POST FLUSH WITH THE BRICK WALK.
 KE0254
 KE0254                          STATION RECOVERY (1986)
 KE0254
 KE0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0255 ***********************************************************************
 KE0255  DESIGNATION -  HLR 16
 KE0255  PID         -  KE0255
 KE0255  STATE/COUNTY-  KS/WYANDOTTE
 KE0255  USGS QUAD   -  KANSAS CITY (1991)
 KE0255
 KE0255                         *CURRENT SURVEY CONTROL
 KE0255  ___________________________________________________________________
 KE0255* NAD 83(1986)-  39 05 30.     (N)    094 36 27.     (W)     SCALED    
 KE0255* NAVD 88     -       231.708  (meters)     760.20   (feet)  ADJUSTED  
 KE0255  ___________________________________________________________________
 KE0255  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE0255  DYNAMIC HT  -         231.558 (meters)     759.70  (feet)  COMP
 KE0255  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 KE0255
 KE0255  VERT ORDER  -  SECOND    CLASS 0
 KE0255
 KE0255.The horizontal coordinates were scaled from a topographic map and have
 KE0255.an estimated accuracy of +/- 6 seconds.
 KE0255
 KE0255.The orthometric height was determined by differential leveling
 KE0255.and adjusted by the National Geodetic Survey in June 1991..
 KE0255
 KE0255.The geoid height was determined by GEOID03.
 KE0255
 KE0255.The dynamic height is computed by dividing the NAVD 88
 KE0255.geopotential number by the normal gravity value computed on the
 KE0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0255.degrees latitude (g = 980.6199 gals.).
 KE0255
 KE0255.The modeled gravity was interpolated from observed gravity values.
 KE0255
 KE0255;                    North         East    Units  Estimated Accuracy
 KE0255;SPC KS N     -    89,680.      693,420.      MT  (+/- 180 meters Scaled)
 KE0255
 KE0255                          SUPERSEDED SURVEY CONTROL
 KE0255
 KE0255  NGVD 29 (??/??/92)  231.619  (m)          759.90   (f) ADJ UNCH    2 0
 KE0255
 KE0255.Superseded values are not recommended for survey control.
 KE0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0255.See file dsdata.txt to determine how the superseded data were derived.
 KE0255
 KE0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD609281(NAD 83)
 KE0255_MARKER: DD = SURVEY DISK
 KE0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0255_STAMPING: H L R NO 16
 KE0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0255+STABILITY: SURFACE MOTION
 KE0255
 KE0255  HISTORY     - Date     Condition        Report By
 KE0255  HISTORY     - UNK      MONUMENTED       DOD
 KE0255  HISTORY     - 1951     GOOD             NGS
 KE0255  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 KE0255  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0255  HISTORY     - 20041128 MARK NOT FOUND   GEOCAC
 KE0255
 KE0255                          STATION DESCRIPTION
 KE0255
 KE0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0255'AT KANSAS CITY.
 KE0255'AT KANSAS CITY, WYANDOTTE COUNTY, ON THE EAST BANK OF KANSAS
 KE0255'RIVER, 300 FEET NORTH OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0255'RAILROAD BRIDGE, AT THE WEST END OF THE KANSAS CITY STOCKYARDS,
 KE0255'AT LOADING PEN 5 TRACK 1 104.8 FEET NORTH OF THE SOUTH END OF
 KE0255'A RETAINING WALL, 11.8 FEET SOUTH OF THE GATE TO PEN 5, 1 FOOT
 KE0255'EAST OF THE POINT OF AN ARROW CUT IN THE RETAINING WALL, AND
 KE0255'0.3 FOOT UNDER A BRICK WALK.  A CORPS OF ENGINEERS U.S. ARMY,
 KE0255'STANDARD CAP, STAMPED H L R NO 16 AND SET IN THE TOP OF A
 KE0255'CONCRETE POST.
 KE0255
 KE0255                          STATION RECOVERY (1983)
 KE0255
 KE0255'RECOVERY NOTE BY US POWER SQUADRON 1983 (RLC)
 KE0255'MARK NOT FOUND.
 KE0255
 KE0255                          STATION RECOVERY (1986)
 KE0255
 KE0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0255'MARK NOT FOUND.
 KE0255
 KE0255                          STATION RECOVERY (2004)
 KE0255
 KE0255'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0255'MOST OF THE REFERENCES DESCRIBED IN THE 1951 REPORT HAVE BEEN REMOVED.
 KE0255'AREA IS CURRENTLY USED FOR PARKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0256 ***********************************************************************
 KE0256  DESIGNATION -  HLR 18
 KE0256  PID         -  KE0256
 KE0256  STATE/COUNTY-  KS/WYANDOTTE
 KE0256  USGS QUAD   -  KANSAS CITY (1991)
 KE0256
 KE0256                         *CURRENT SURVEY CONTROL
 KE0256  ___________________________________________________________________
 KE0256* NAD 83(1986)-  39 05 21.     (N)    094 36 26.     (W)     SCALED    
 KE0256* NAVD 88     -       230.040  (meters)     754.72   (feet)  ADJUSTED  
 KE0256  ___________________________________________________________________
 KE0256  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE0256  DYNAMIC HT  -         229.891 (meters)     754.23  (feet)  COMP
 KE0256  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 KE0256
 KE0256  VERT ORDER  -  SECOND    CLASS 0
 KE0256
 KE0256.The horizontal coordinates were scaled from a topographic map and have
 KE0256.an estimated accuracy of +/- 6 seconds.
 KE0256
 KE0256.The orthometric height was determined by differential leveling
 KE0256.and adjusted by the National Geodetic Survey in June 1991..
 KE0256
 KE0256.The geoid height was determined by GEOID03.
 KE0256
 KE0256.The dynamic height is computed by dividing the NAVD 88
 KE0256.geopotential number by the normal gravity value computed on the
 KE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0256.degrees latitude (g = 980.6199 gals.).
 KE0256
 KE0256.The modeled gravity was interpolated from observed gravity values.
 KE0256
 KE0256;                    North         East    Units  Estimated Accuracy
 KE0256;SPC KS N     -    89,400.      693,460.      MT  (+/- 180 meters Scaled)
 KE0256
 KE0256                          SUPERSEDED SURVEY CONTROL
 KE0256
 KE0256  NGVD 29 (??/??/92)  229.952  (m)          754.43   (f) ADJ UNCH    2 0
 KE0256
 KE0256.Superseded values are not recommended for survey control.
 KE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0256.See file dsdata.txt to determine how the superseded data were derived.
 KE0256
 KE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD609279(NAD 83)
 KE0256_MARKER: DD = SURVEY DISK
 KE0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0256_STAMPING: H L R NO 18
 KE0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0256+STABILITY: SURFACE MOTION
 KE0256
 KE0256  HISTORY     - Date     Condition        Report By
 KE0256  HISTORY     - UNK      MONUMENTED       DOD
 KE0256  HISTORY     - 1951     POOR             NGS
 KE0256  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0256  HISTORY     - 20041128 MARK NOT FOUND   GEOCAC
 KE0256
 KE0256                          STATION DESCRIPTION
 KE0256
 KE0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0256'AT KANSAS CITY.
 KE0256'AT KANSAS CITY, WYANDOTTE COUNTY, ON THE EAST BANK OF KANSAS
 KE0256'RIVER, UNDER THE TWENTY-THIRD STREET VIADUCT, 20.1 FEET NORTHEAST
 KE0256'OF THE POINT OF AN ARROW ON THE NORTHEAST CORNER OF THE STEEL
 KE0256'FOUNDATION PLATE OF THE FIRST STEEL COLUMN FROM THE RIVER
 KE0256'ON THE SOUTH SIDE OF THE VIADUCT, 17.2 FEET SOUTHWEST OF THE
 KE0256'POINT OF AN ARROW ON THE SOUTHWEST CORNER OF THE STEEL FOUNDATION
 KE0256'PLATE ON THE FIRST STEEL COLUMN FROM THE RIVER ON THE NORTH
 KE0256'SIDE OF THE VIADUCT, 1.2 FEET WEST OF THE HORIZONTAL STEEL
 KE0256'GIRDER BETWEEN THE STEEL COLUMN, AND 0.3 FOOT UNDER GROUND.  A
 KE0256'CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED H L R NO
 KE0256'18 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE FLOOD
 KE0256'WATERS HAVE WASHED AWAY THE GROUND FROM AROUND THE CONCRETE
 KE0256'POST SO THAT IT IS NOW PROJECTING 18 INCHES ABOVE GROUND.  IT
 KE0256'IS ALSO IN A TILTED POSITION.
 KE0256
 KE0256                          STATION RECOVERY (1986)
 KE0256
 KE0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0256'MARK NOT FOUND.
 KE0256
 KE0256                          STATION RECOVERY (2004)
 KE0256
 KE0256'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0250 ***********************************************************************
 KE0250  DESIGNATION -  HLR 2
 KE0250  PID         -  KE0250
 KE0250  STATE/COUNTY-  KS/WYANDOTTE
 KE0250  USGS QUAD   -  KANSAS CITY (1991)
 KE0250
 KE0250                         *CURRENT SURVEY CONTROL
 KE0250  ___________________________________________________________________
 KE0250* NAD 83(1986)-  39 06 40.     (N)    094 36 40.     (W)     SCALED    
 KE0250* NAVD 88     -       230.360  (meters)     755.77   (feet)  ADJUSTED  
 KE0250  ___________________________________________________________________
 KE0250  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE0250  DYNAMIC HT  -         230.212 (meters)     755.29  (feet)  COMP
 KE0250  MODELED GRAV-     979,980.6   (mgal)                       NAVD 88
 KE0250
 KE0250  VERT ORDER  -  FIRST     CLASS II
 KE0250
 KE0250.The horizontal coordinates were scaled from a topographic map and have
 KE0250.an estimated accuracy of +/- 6 seconds.
 KE0250
 KE0250.The orthometric height was determined by differential leveling
 KE0250.and adjusted by the National Geodetic Survey in June 1991..
 KE0250.WARNING-Repeat measurements at this control monument indicate possible
 KE0250.vertical movement.
 KE0250
 KE0250.The geoid height was determined by GEOID03.
 KE0250
 KE0250.The dynamic height is computed by dividing the NAVD 88
 KE0250.geopotential number by the normal gravity value computed on the
 KE0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0250.degrees latitude (g = 980.6199 gals.).
 KE0250
 KE0250.The modeled gravity was interpolated from observed gravity values.
 KE0250
 KE0250;                    North         East    Units  Estimated Accuracy
 KE0250;SPC KS N     -    91,830.      693,030.      MT  (+/- 180 meters Scaled)
 KE0250
 KE0250                          SUPERSEDED SURVEY CONTROL
 KE0250
 KE0250  NGVD 29 (??/??/92)  230.278  (m)          755.50   (f) ADJ UNCH    1 2
 KE0250
 KE0250.Superseded values are not recommended for survey control.
 KE0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0250.See file dsdata.txt to determine how the superseded data were derived.
 KE0250
 KE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD607303(NAD 83)
 KE0250_MARKER: P = PIPE CAP
 KE0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0250_STAMPING: H L R 2
 KE0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0250+STABILITY: SURFACE MOTION
 KE0250
 KE0250  HISTORY     - Date     Condition        Report By
 KE0250  HISTORY     - UNK      MONUMENTED       DOD
 KE0250  HISTORY     - 1948     GOOD             NGS
 KE0250  HISTORY     - 1951     GOOD             NGS
 KE0250  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0250
 KE0250                          STATION DESCRIPTION
 KE0250
 KE0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0250'AT KANSAS CITY.
 KE0250'AT KANSAS CITY, KANSAS, 0.2 MILE WEST OF THE WEST END OF THE
 KE0250'KANSAS CITY, MISSOURI MUNICIPAL WHARF BUILDING, 0.1 MILE WEST
 KE0250'OF THE INTERSECTION OF STATE LINE STREET AND WOODSWETHER ROAD,
 KE0250'877.0 FEET EAST OF THE EAST END OF THE UNDERPASS UNDER THE
 KE0250'WEST PART OF THE INTERCITY VIADUCT, THIS POINT IS ALSO AT
 KE0250'THE SOUTHEAST END OF THE PART OF THE VIADUCT WHICH IS A BRIDGE
 KE0250'OVER THE KANSAS RIVER AND THE SOUTH END OF A STEEL TRUSS RAILROAD
 KE0250'BRIDGE OVER THE KANSAS RIVER, 278.8 FEET WEST OF A POINT WHERE
 KE0250'THE PAVED STREET TURNS SOUTH, 41.4 FEET EAST OF THE CENTER
 KE0250'LINE OF A LEAD OFF SLAB TO THE NORTH OF WOODSWETHER ROAD, 2.0 FEET
 KE0250'NORTH OF THE NORTH EDGE OF THE CONCRETE PAVEMENT, THERE IS AN ARROW
 KE0250'CUT IN THE NORTH EDGE OF THE PAVEMENT AT THIS POINT, A BRONZE
 KE0250'CAP SET IN THE TOP OF A CONCRETE POST WHICH IS 0.3 FOOT UNDER
 KE0250'GROUND.  THE STAMPING ON THIS MARK IS VERY DIM.
 KE0250
 KE0250                          STATION RECOVERY (1951)
 KE0250
 KE0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0250'RECOVERED IN GOOD CONDITION.
 KE0250
 KE0250                          STATION RECOVERY (1986)
 KE0250
 KE0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0257 ***********************************************************************
 KE0257  DESIGNATION -  HLR 28
 KE0257  PID         -  KE0257
 KE0257  STATE/COUNTY-  KS/WYANDOTTE
 KE0257  USGS QUAD   -  KANSAS CITY (1991)
 KE0257
 KE0257                         *CURRENT SURVEY CONTROL
 KE0257  ___________________________________________________________________
 KE0257* NAD 83(1986)-  39 04 26.     (N)    094 37 28.     (W)     SCALED    
 KE0257* NAVD 88     -       232.207  (meters)     761.83   (feet)  ADJUSTED  
 KE0257  ___________________________________________________________________
 KE0257  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE0257  DYNAMIC HT  -         232.056 (meters)     761.34  (feet)  COMP
 KE0257  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 KE0257
 KE0257  VERT ORDER  -  FIRST     CLASS II
 KE0257
 KE0257.The horizontal coordinates were scaled from a topographic map and have
 KE0257.an estimated accuracy of +/- 6 seconds.
 KE0257
 KE0257.The orthometric height was determined by differential leveling
 KE0257.and adjusted by the National Geodetic Survey in June 1991..
 KE0257
 KE0257.The geoid height was determined by GEOID03.
 KE0257
 KE0257.The dynamic height is computed by dividing the NAVD 88
 KE0257.geopotential number by the normal gravity value computed on the
 KE0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0257.degrees latitude (g = 980.6199 gals.).
 KE0257
 KE0257.The modeled gravity was interpolated from observed gravity values.
 KE0257
 KE0257;                    North         East    Units  Estimated Accuracy
 KE0257;SPC KS N     -    87,650.      692,030.      MT  (+/- 180 meters Scaled)
 KE0257
 KE0257                          SUPERSEDED SURVEY CONTROL
 KE0257
 KE0257  NGVD 29 (??/??/92)  232.113  (m)          761.52   (f) ADJ UNCH    1 2
 KE0257
 KE0257.Superseded values are not recommended for survey control.
 KE0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0257.See file dsdata.txt to determine how the superseded data were derived.
 KE0257
 KE0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD594262(NAD 83)
 KE0257_MARKER: DD = SURVEY DISK
 KE0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0257_SP_SET: CONCRETE POST
 KE0257_STAMPING: H L R NO 28
 KE0257_MARK LOGO: USE   
 KE0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0257+STABILITY: SURFACE MOTION
 KE0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0257+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 KE0257
 KE0257  HISTORY     - Date     Condition        Report By
 KE0257  HISTORY     - UNK      MONUMENTED       DOD
 KE0257  HISTORY     - 1951     GOOD             NGS
 KE0257  HISTORY     - 1986     GOOD             NGS
 KE0257  HISTORY     - 20041106 GOOD             GEOCAC
 KE0257
 KE0257                          STATION DESCRIPTION
 KE0257
 KE0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0257'AT KANSAS CITY.
 KE0257'AT KANSAS CITY, WYANDOTTE COUNTY, ON THE EAST BANK OF KANSAS
 KE0257'RIVER, 115 FEET WEST OF THE SEVENTH STREET BRIDGE, 102 FEET
 KE0257'SOUTHWEST OF A VERTICAL RAIL BEARING AN ATCHISON, TOPEKA AND
 KE0257'SANTA FE RAILWAY NO TRESPASSING SIGN, AT THE INTERSECTION
 KE0257'OF SOUTH SEVENTH STREET AND METROPOLITAN AVENUE, 1.8 FEET
 KE0257'EAST OF THE POINT OF AN ARROW CUT ON THE EAST CURB LINE OF SOUTH
 KE0257'SEVENTH STREET, AND 12 INCHES UNDER GROUND.  A CORPS OF ENGINEERS
 KE0257'U.S. ARMY, STANDARD CAP, STAMPED H L R NO 28 AND SET IN THE
 KE0257'TOP OF A CONCRETE POST.
 KE0257
 KE0257                          STATION RECOVERY (1986)
 KE0257
 KE0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0257'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  ADD--8.4 M
 KE0257'(27.6 FT) SOUTHEAST OF THE CENTER OF THE AVENUE, 6.7 M (22.0 FT)
 KE0257'NORTHEAST OF THE CENTER OF THE STREET, AND 0.2 M (0.7 FT) SOUTHWEST OF
 KE0257'A WITNESS POST AND GUARD RAIL.
 KE0257
 KE0257                          STATION RECOVERY (2004)
 KE0257
 KE0257'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0686 ***********************************************************************
 JH0686  DESIGNATION -  HODGE
 JH0686  PID         -  JH0686
 JH0686  STATE/COUNTY-  KS/HODGEMAN
 JH0686  USGS QUAD   -  HORSE THIEF CANYON SW (1974)
 JH0686
 JH0686                         *CURRENT SURVEY CONTROL
 JH0686  ___________________________________________________________________
 JH0686* NAD 83(1997)-  38 07 01.88749(N)    100 13 32.93852(W)     ADJUSTED  
 JH0686* NAVD 88     -       844.     (meters)    2769.     (feet)  SCALED    
 JH0686  ___________________________________________________________________
 JH0686  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 JH0686  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 JH0686
 JH0686  HORZ ORDER  -  SECOND
 JH0686
 JH0686.The horizontal coordinates were established by classical geodetic methods
 JH0686.and adjusted by the National Geodetic Survey in October 1998..
 JH0686
 JH0686.The orthometric height was scaled from a topographic map.
 JH0686
 JH0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0686
 JH0686.The geoid height was determined by GEOID03.
 JH0686
 JH0686;                    North         East     Units Scale Factor Converg.
 JH0686;SPC KS S     -   562,387.697   248,676.276   MT  0.99994196   -1 03 38.0
 JH0686;UTM  14      - 4,219,527.323   392,546.130   MT  0.99974220   -0 45 24.2
 JH0686
 JH0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0686!SPC KS S     -   0.99987157  x   0.99994196  =   0.99981354
 JH0686!UTM  14      -   0.99987157  x   0.99974220  =   0.99961380
 JH0686
 JH0686|---------------------------------------------------------------------|
 JH0686| PID    Reference Object                     Distance      Geod. Az  |
 JH0686|                                                           dddmmss.s |
 JH0686| CK9878 HODGE RM 1                           33.970 METERS 06350     |
 JH0686| CK9879 HODGE RM 2                           36.296 METERS 17625     |
 JH0686| CK9877 HODGE AZ MK                                        3593928.9 |
 JH0686|---------------------------------------------------------------------|
 JH0686
 JH0686                          SUPERSEDED SURVEY CONTROL
 JH0686
 JH0686  NAD 83(1997)-  38 07 01.89375(N)    100 13 32.93788(W) AD(       ) 2
 JH0686  NAD 83(1986)-  38 07 01.89270(N)    100 13 32.93853(W) AD(       ) 2
 JH0686  NAD 27      -  38 07 01.82664(N)    100 13 31.44125(W) AD(       ) 2
 JH0686
 JH0686.Superseded values are not recommended for survey control.
 JH0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0686.See file dsdata.txt to determine how the superseded data were derived.
 JH0686
 JH0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH9254619527(NAD 83)
 JH0686_MARKER: DS = TRIANGULATION STATION DISK
 JH0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0686
 JH0686  HISTORY     - Date     Condition        Report By
 JH0686  HISTORY     - 1964     MONUMENTED       CGS
 JH0686
 JH0686                          STATION DESCRIPTION
 JH0686
 JH0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0686'THE STATION IS 5-1/4 MILES NORTHEAST OF KALVESTA, 4 MILES NORTH OF
 JH0686'U.S. HIGHWAY 156, IN THE NORTHEAST CORNER OF SECTION 25, T 22 S, R
 JH0686'27 W, AND ON STATE RIGHT-OF-WAY PROPERTY.
 JH0686'
 JH0686'TO REACH THE STATION FROM THE POST OFFICE IN KALVESTA, GO EAST ON
 JH0686'U.S. HIGHWAY 156 FOR 3.1 MILES TO A CROSSROAD AND THE HODGEMAN
 JH0686'COUNTY LINE.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 3.95 MILES
 JH0686'TO A SIDE ROAD ON THE LEFT, AND THE STATION ON THE LEFT IN A
 JH0686'TRIANGULAR PLOT OF GROUND FORMED BY THE ROADS.
 JH0686'
 JH0686'STATION MARKS ARE STANDARD DISKS STAMPED HODGE 1963.  THE SURFACE
 JH0686'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 JH0686'IS 64 FEET SOUTH OF A 4-INCH POST AT THE NORTHEAST CORNER OF THE
 JH0686'TRIANGULAR PLOT, 50 FEET WEST OF THE CENTER OF THE GRAVEL ROAD
 JH0686'AND 2.4 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 JH0686'IS SET IN AN IRREGULAR MASS ON CONCRETE 41 INCHES BELOW THE
 JH0686'SURFACE OF THE GROUND.
 JH0686'
 JH0686'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HODGE NO 1 1963, IS SET
 JH0686'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 50 FEET
 JH0686'EAST OF THE CENTER OF THE GRAVEL ROAD, 17 FEET EAST OF A FENCE
 JH0686'CORNER POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 JH0686'
 JH0686'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HODGE NO 2 1963, IS SET
 JH0686'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 44 FEET
 JH0686'WEST OF THE CENTER OF THE GRAVEL ROAD, 2.5 FEET NORTHWEST OF A
 JH0686'CORNER FENCE POST AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 JH0686'
 JH0686'AZIMUTH MARK IS A STANDARD DISK STAMPED HODGE 1963, SET IN A SQUARE
 JH0686'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 53.5 FEET WEST OF THE
 JH0686'CENTER OF THE GRAVEL ROAD, 32.5 FEET NORTH OF THE CENTER OF A DIRT
 JH0686'ROAD, 12 FEET WEST OF A FENCE CORNER, 5 FEET WEST OF A METAL
 JH0686'WITNESS POST, 2 FEET SOUTHEAST OF A TELEPHONE POLE AND 1 FOOT SOUTH
 JH0686'OF A FENCE.
 JH0686'
 JH0686'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVEL ROAD
 JH0686'FOR 0.55 MILE TO A SIDE ROAD ON THE LEFT, AND THE MARK IN THE
 JH0686'NORTHWEST ANGLE.
 JH0686'
 JH0686'NOTE--REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE.
 JH0686'
 JH0686'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1760 ***********************************************************************
 JE1760  DESIGNATION -  HODGES
 JE1760  PID         -  JE1760
 JE1760  STATE/COUNTY-  KS/COFFEY
 JE1760  USGS QUAD   -  LEBO NW (1983)
 JE1760
 JE1760                         *CURRENT SURVEY CONTROL
 JE1760  ___________________________________________________________________
 JE1760* NAD 83(1997)-  38 25 20.74582(N)    095 56 55.41461(W)     ADJUSTED  
 JE1760* NAVD 88     -       374.6    (meters)    1229.     (feet)  VERTCON   
 JE1760  ___________________________________________________________________
 JE1760  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 JE1760  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JE1760
 JE1760  HORZ ORDER  -  SECOND
 JE1760
 JE1760.The horizontal coordinates were established by classical geodetic methods
 JE1760.and adjusted by the National Geodetic Survey in October 1998..
 JE1760
 JE1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1760
 JE1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1760
 JE1760.The geoid height was determined by GEOID03.
 JE1760
 JE1760;                    North         East     Units Scale Factor Converg.
 JE1760;SPC KS S     -   597,915.554   622,759.697   MT  0.99997466   +1 34 04.2
 JE1760;UTM  15      - 4,256,804.790   242,575.702   MT  1.00041617   -1 50 00.6
 JE1760;UTM  14      - 4,257,096.425   766,378.616   MT  1.00047394   +1 53 50.4
 JE1760
 JE1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1760!SPC KS S     -   0.99994609  x   0.99997466  =   0.99992075
 JE1760!UTM  15      -   0.99994609  x   1.00041617  =   1.00036224
 JE1760!UTM  14      -   0.99994609  x   1.00047394  =   1.00042000
 JE1760
 JE1760|---------------------------------------------------------------------|
 JE1760| PID    Reference Object                     Distance      Geod. Az  |
 JE1760|                                                           dddmmss.s |
 JE1760| CL5355 HODGES RM 2                          58.866 METERS 02938     |
 JE1760| CL5354 HODGES RM 1                          50.798 METERS 14331     |
 JE1760| JF1368 NEOSHO RAPIDS WU MICROWAVE          APPROX. 6.6 KM 2803035.3 |
 JE1760|---------------------------------------------------------------------|
 JE1760
 JE1760                          SUPERSEDED SURVEY CONTROL
 JE1760
 JE1760  NAD 83(1986)-  38 25 20.75226(N)    095 56 55.41653(W) AD(       ) 2
 JE1760  NAD 27      -  38 25 20.70353(N)    095 56 54.45270(W) AD(       ) 2
 JE1760  NGVD 29 (07/19/86)  374.4    (m)         1228.     (f) VERT ANG       
 JE1760
 JE1760.Superseded values are not recommended for survey control.
 JE1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1760.See file dsdata.txt to determine how the superseded data were derived.
 JE1760
 JE1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC4257656805(NAD 83)
 JE1760_MARKER: DD = SURVEY DISK
 JE1760_SETTING: 0 = UNSPECIFIED SETTING
 JE1760
 JE1760  HISTORY     - Date     Condition        Report By
 JE1760  HISTORY     - 1974     MONUMENTED       NGS
 JE1760
 JE1760                          STATION DESCRIPTION
 JE1760
 JE1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1760'THE STATION IS ABOUT 5 MILES WEST OF LEBO AND IS ON PROPERTY OWNED BY
 JE1760'MR. HODGES IN THE SOUTHWEST QUARTER OF SEC 2, R 13 E, T 18 S.
 JE1760'
 JE1760'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JE1760'HIGHWAY 131 AT THE SOUTH EDGE OF LEBO, GO WESTERLY ON U.S. HIGHWAY
 JE1760'50 FOR 4.9 MILES TO A SIDE ROAD RIGHT, AT THE COFFEY-LYON
 JE1760'COUNTYLINE.  TURN RIGHT AND GO NORTH ON A GRAVELLED ROAD FOR 0.45
 JE1760'MILE TO AN OVERPASS, CONTINUE NORTH ON THE GRAVELLED ROAD FOR
 JE1760'0.85 MILE TO A WIRE GATE ON THE RIGHT, JUST BEFORE REACHING MR.
 JE1760'HODGES HOUSE.  TURN RIGHT AND GO EAST ACROSS AN OPEN PASTURE FOR
 JE1760'0.1 MILE TO A HIGH POINT OF THE RIDGE AND THE STATION.
 JE1760'
 JE1760'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED
 JE1760'HODGES 1956, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 JE1760'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 100 FEET WEST OF A
 JE1760'NORTH-SOUTH FENCELINE.
 JE1760'
 JE1760'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED
 JE1760'HODGES NO 1, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 JE1760'PROJECTS 12-INCHES ABOVE THE GROUND.  IT IS 1.0 FEET WEST OF THE
 JE1760'FENCELINE, 23.6 FEET NORTHWEST OF A LARGE TREE AND IS ABOUT 5 FEET
 JE1760'LOWER THAN THE STATION.
 JE1760'
 JE1760'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED
 JE1760'HODGES NO 2, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT
 JE1760'PROJECTS 6-INCHES ABOVE THE GROUND.  IT IS 1.2 FEET WEST OF THE
 JE1760'FENCELINE, 5.5 FEET NORTH OF A STUNTED TREE, 22.3 FEET SOUTH OF A
 JE1760'LARGE TREE AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 JE1760'
 JE1760'NEAREST TOWN--LEBO.
 JE1760'
 JE1760'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1115 ***********************************************************************
 HF1115  DESIGNATION -  HODSON
 HF1115  PID         -  HF1115
 HF1115  STATE/COUNTY-  KS/GREENWOOD
 HF1115  USGS QUAD   -  PIEDMONT NW (1964)
 HF1115
 HF1115                         *CURRENT SURVEY CONTROL
 HF1115  ___________________________________________________________________
 HF1115* NAD 83(1997)-  37 44 35.19102(N)    096 24 14.72448(W)     ADJUSTED  
 HF1115* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 HF1115  ___________________________________________________________________
 HF1115  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 HF1115  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HF1115
 HF1115  HORZ ORDER  -  FIRST
 HF1115
 HF1115.The horizontal coordinates were established by classical geodetic methods
 HF1115.and adjusted by the National Geodetic Survey in October 1998..
 HF1115
 HF1115.The orthometric height was scaled from a topographic map.
 HF1115
 HF1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1115
 HF1115.The geoid height was determined by GEOID03.
 HF1115
 HF1115;                    North         East     Units Scale Factor Converg.
 HF1115;SPC KS S     -   521,544.513   584,702.692   MT  0.99994053   +1 17 16.8
 HF1115;UTM  14      - 4,180,485.938   728,726.496   MT  1.00024442   +1 35 22.9
 HF1115
 HF1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1115!SPC KS S     -   0.99993738  x   0.99994053  =   0.99987792
 HF1115!UTM  14      -   0.99993738  x   1.00024442  =   1.00018179
 HF1115
 HF1115|---------------------------------------------------------------------|
 HF1115| PID    Reference Object                     Distance      Geod. Az  |
 HF1115|                                                           dddmmss.s |
 HF1115| CL5357 HODSON RM 1                          38.823 METERS 04559     |
 HF1115| CL5356 HODSON AZ MK                                       1060045.5 |
 HF1115| CL5358 HODSON RM 2                          36.073 METERS 31531     |
 HF1115|---------------------------------------------------------------------|
 HF1115
 HF1115                          SUPERSEDED SURVEY CONTROL
 HF1115
 HF1115  NAD 83(1997)-  37 44 35.19273(N)    096 24 14.71012(W) AD(       ) 1
 HF1115  NAD 83(1986)-  37 44 35.20273(N)    096 24 14.70760(W) AD(       ) 1
 HF1115  NAD 27      -  37 44 35.10465(N)    096 24 13.66891(W) AD(       ) 1
 HF1115
 HF1115.Superseded values are not recommended for survey control.
 HF1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1115.See file dsdata.txt to determine how the superseded data were derived.
 HF1115
 HF1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG2872680486(NAD 83)
 HF1115_MARKER: DS = TRIANGULATION STATION DISK
 HF1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1115
 HF1115  HISTORY     - Date     Condition        Report By
 HF1115  HISTORY     - 1940     MONUMENTED       CGS
 HF1115  HISTORY     - 1956     GOOD             CGS
 HF1115  HISTORY     - 1982     GOOD             KSDT
 HF1115
 HF1115                          STATION DESCRIPTION
 HF1115
 HF1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1115'STATION IS ABOUT 8 MILES SW OF EUREKA AND ABOUT 8.5 MILES NNW
 HF1115'OF PIEDMONT, ON LAND OWNED BY MR. HODSON.  IT IS IN THE SE 1/4
 HF1115'OF SECTION 34, T 26 S, R 9 E.  STATION MARK IS STAMPED HODSON
 HF1115'1940 AND PROJECTS 6 INCHES.  IT IS 6.5 FEET SE OF A WHITE
 HF1115'REFERENCE POST.
 HF1115'
 HF1115'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 HF1115'STANDARD BRONZE DISKS SET IN CONCRETE.
 HF1115'
 HF1115'REFERENCE MARK NO. 1 IS STAMPED HODSON NO. 1 1940 AND PROJECTS
 HF1115'6 INCHES.  IT IS AT THE NORTHEASTERN EDGE OF THE HILL.
 HF1115'
 HF1115'REFERENCE MARK NO. 2 IS STAMPED HODSON NO. 2 1940 AND PROJECTS
 HF1115'6 INCHES.  IT IS NEAR THE NORTHWESTERN EDGE OF THE HILL.
 HF1115'
 HF1115'AZIMUTH MARK IS STAMPED HODSON 1940 AND PROJECTS 6 INCHES.
 HF1115'IT IS 14 FEET N OF A HORSE BARN, 27 FEET SW OF A PUMP, 2 FEET E
 HF1115'OF A FENCE AND 117 FEET SW OF THE SW CORNER OF THE SCHOOLHOUSE.
 HF1115'
 HF1115'TO REACH THE STATION FROM THE CENTER OF EUREKA, GO W ON U.S.
 HF1115'HIGHWAY 54 FOR 1.1 MILES TO A T-ROAD TO THE LEFT, (S) TURN
 HF1115'LEFT AND FOLLOW MAIN-GRAVEL ROAD FOR 8 MILES TO WHERE MAIN
 HF1115'ROAD TURNS S, CONTINUE STRAIGHT AHEAD ON DIRT ROAD 1 MILE TO
 HF1115'THE AZIMUTH MARK ON THE RIGHT, N SIDE OF THE ROAD IN A
 HF1115'SCHOOLYARD, CONTINUE W ON DIRT ROAD 1.5 MILES TO A GATE ON THE
 HF1115'RIGHT, N SIDE OF THE ROAD, TURN RIGHT THROUGH GATE, THEN TURN
 HF1115'LEFT ABOUT 100 YARDS TO A ROAD N ALONG A FENCE, TURN RIGHT, (N)
 HF1115'AND GO 0.2 MILE TO AN OLD DESERTED SHACK, CONTINUE N 0.1
 HF1115'MILE TO A GATE INTO PASTURE NEAR A PIPE-LINE, PASS THROUGH
 HF1115'GATE AND BEAR NE UPHILL 0.2 MILE TO HIGHEST POINT AND
 HF1115'STATION.
 HF1115'
 HF1115'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HF1115
 HF1115                          STATION RECOVERY (1956)
 HF1115
 HF1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 HF1115'THE STATION, REFERENCE AND AZIMUTH MARKS WERE ALL RECOVERED
 HF1115'AS PREVIOUSLY DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 HF1115'THE DESCRIPTION TO REACH IS GOOD.
 HF1115'
 HF1115'THE PROPERTY OWNER OBJECTS TO TRESSPASSING ON THE PROPERTY
 HF1115'TO USE THIS STATION.
 HF1115
 HF1115                          STATION RECOVERY (1982)
 HF1115
 HF1115'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 HF1115'HODSON 1940 RECOVERED IN GOOD CONDITION.
 HF1115'
 HF1115'AZM MARK RECOVERED IN GOOD CONDITION.
 HF1115'
 HF1115'RMS RECOVERED IN GOOD CONDITION.
 HF1115'
 HF1115'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.1 MILES W. AND 8 MILES
 HF1115'SOUTH OF EUREKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0918 ***********************************************************************
 HH0918  DESIGNATION -  HOFF
 HH0918  PID         -  HH0918
 HH0918  STATE/COUNTY-  KS/MEADE
 HH0918  USGS QUAD   -  IRISH FLATS SE (1962)
 HH0918
 HH0918                         *CURRENT SURVEY CONTROL
 HH0918  ___________________________________________________________________
 HH0918* NAD 83(1997)-  37 02 01.98940(N)    100 15 45.48573(W)     ADJUSTED  
 HH0918* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 HH0918  ___________________________________________________________________
 HH0918  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HH0918  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 HH0918
 HH0918  HORZ ORDER  -  FIRST
 HH0918
 HH0918.The horizontal coordinates were established by classical geodetic methods
 HH0918.and adjusted by the National Geodetic Survey in October 1998..
 HH0918
 HH0918.The orthometric height was scaled from a topographic map.
 HH0918
 HH0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0918
 HH0918.The geoid height was determined by GEOID03.
 HH0918
 HH0918;                    North         East     Units Scale Factor Converg.
 HH0918;SPC KS S     -   442,239.010   243,175.459   MT  1.00005390   -1 04 59.5
 HH0918;SPC OK N     -   228,024.728   398,694.700   MT  1.00005968   -1 20 07.0
 HH0918;SPC OK N     -   748,111.13  1,308,050.86   sFT  1.00005968   -1 20 07.0
 HH0918;UTM  14      - 4,099,376.769   387,703.065   MT  0.99975535   -0 45 38.0
 HH0918
 HH0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0918!SPC KS S     -   0.99988920  x   1.00005390  =   0.99994309
 HH0918!SPC OK N     -   0.99988920  x   1.00005968  =   0.99994887
 HH0918!UTM  14      -   0.99988920  x   0.99975535  =   0.99964458
 HH0918
 HH0918|---------------------------------------------------------------------|
 HH0918| PID    Reference Object                     Distance      Geod. Az  |
 HH0918|                                                           dddmmss.s |
 HH0918| CK9881 HOFF RM 1                             7.899 METERS 12411     |
 HH0918| CK9882 HOFF RM 2                             9.093 METERS 20321     |
 HH0918| CK9880 HOFF AZ MK                                         2434021.5 |
 HH0918|---------------------------------------------------------------------|
 HH0918
 HH0918                          SUPERSEDED SURVEY CONTROL
 HH0918
 HH0918  NAD 83(1997)-  37 02 01.99582(N)    100 15 45.48664(W) AD(       ) 1
 HH0918  NAD 83(1986)-  37 02 01.99042(N)    100 15 45.48305(W) AD(       ) 1
 HH0918  NAD 27      -  37 02 01.88976(N)    100 15 43.96604(W) AD(       ) 1
 HH0918
 HH0918.Superseded values are not recommended for survey control.
 HH0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0918.See file dsdata.txt to determine how the superseded data were derived.
 HH0918
 HH0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF8770399377(NAD 83)
 HH0918_MARKER: DE = TRAVERSE STATION DISK
 HH0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0918_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0918
 HH0918  HISTORY     - Date     Condition        Report By
 HH0918  HISTORY     - 1970     MONUMENTED       NGS
 HH0918
 HH0918                          STATION DESCRIPTION
 HH0918
 HH0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0918'THE STATION IS LOCATED 19 MILES SOUTH-SOUTHEAST OF MEADE, 15 MILES
 HH0918'WEST OF ENGLEWOOD AND 2 MILES NORTH OF THE KANSAS-OKLAHOMA STATE
 HH0918'LINE.
 HH0918'
 HH0918'TO REACH THE STATION FROM THE POST OFFICE IN ENGLEWOOD GO WEST, ON
 HH0918'THE MAIN STREET, FOR 0.05 MILE TO THE INTERSECTION OF U. S. HIGHWAY
 HH0918'283, CONTINUE WEST ON A GRAVELED ROAD FOR 13.05 MILES TO THE
 HH0918'CROOKED CREEK BRIDGE.  CONTINUE WEST AND SOUTH ON THE MAIN ROAD FOR
 HH0918'1.7 MILES TO A T-ROAD.  TURN RIGHT, WEST, ON THE GRAVELED ROAD FOR
 HH0918'1.8 MILES TO A SIDE ROAD ON THE RIGHT AND CATTLE GUARD.
 HH0918'(TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE WEST ON THE GRAVELED
 HH0918'ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT).  TURN
 HH0918'RIGHT, NORTH, CROSSING CATTLE GUARD AND FOLLOW TRACK ROAD ALONG THE
 HH0918'EAST SIDE OF A FENCE FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK,
 HH0918'NORTHEAST, ON A TRACK ROAD FOR 0.1 MILE TO A FORK AT A OIL WELL AND
 HH0918'STORAGE TANK.  TAKE THE LEFT FORK, NORTH, ON TRACK ROAD FOR 0.6 MILE
 HH0918'TO ANOTHER OIL WELL AND STORAGE TANK.  TURN RIGHT AND FOLLOW A
 HH0918'BURIED PIPE LINE EAST FOR 0.15 MILE TO THE TOP OF THE RIDGE.  TURN
 HH0918'LEFT, NORTH, AND PICK WAY ACROSS TOP OF RIDGE FOR 0.05 MILE TO THE
 HH0918'HIGHEST POINT OF A SMALL KNOLL AND THE STATION.
 HH0918'
 HH0918'THE STATION IS A STANDARD TRAVERSE DISK STAMPED, HOFF 1970, SET IN
 HH0918'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 HH0918'GROUND SURFACE.  IT IS SET ON THE HIGHEST PART OF THE KNOLL.
 HH0918'
 HH0918'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOFF NO 1 1970, SET IN
 HH0918'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 HH0918'GROUND SURFACE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 HH0918'
 HH0918'REFERENCE MARK 2 IS A ROUND STANDARD DISK STAMPED HOFF NO 2 1970, SET
 HH0918'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 HH0918'GROUND SURFACE.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 HH0918'
 HH0918'AZIMUTH MARK IS A STANDARD DISK STAMPED HOFF 1970, SET IN THE TOP OF
 HH0918'A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 HH0918'SURFACE.  IT IS 30 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 HH0918'3.0 FEET SOUTH OF THE SOUTHWEST FENCE CORNER AND 2.6 FEET SOUTH OF
 HH0918'A METAL WITNESS POST.
 HH0918'
 HH0918'NOTE--THE STATION IS ON PROPERTY OWNED BY MR. JOHN THONHOFF, WHO
 HH0918'LIVES 1-1/2 MILES WEST-NORTHWEST OF THE STATION.  MR. THONHOFFS
 HH0918'ADDRESS IS LISTED AS MEADE, KANSAS.
 HH0918'
 HH0918'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0812 ***********************************************************************
 HH0812  DESIGNATION -  HOGE
 HH0812  PID         -  HH0812
 HH0812  STATE/COUNTY-  KS/MORTON
 HH0812  USGS QUAD   -  RICHFIELD SW (1973)
 HH0812
 HH0812                         *CURRENT SURVEY CONTROL
 HH0812  ___________________________________________________________________
 HH0812* NAD 83(1997)-  37 21 18.29659(N)    101 58 04.06724(W)     ADJUSTED  
 HH0812* NAVD 88     -      1104.0    (meters)    3622.     (feet)  VERTCON   
 HH0812  ___________________________________________________________________
 HH0812  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 HH0812  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 HH0812
 HH0812  HORZ ORDER  -  FIRST
 HH0812
 HH0812.The horizontal coordinates were established by classical geodetic methods
 HH0812.and adjusted by the National Geodetic Survey in October 1998..
 HH0812
 HH0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0812
 HH0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0812
 HH0812.The geoid height was determined by GEOID03.
 HH0812
 HH0812;                    North         East     Units Scale Factor Converg.
 HH0812;SPC KS S     -   482,116.801    92,842.740   MT  0.99998379   -2 07 51.8
 HH0812;SPC CO S     -   387,119.515 1,227,260.325   MT  0.99998013   +2 09 59.7
 HH0812;SPC CO S     - 1,270,074.61  4,026,436.58   sFT  0.99998013   +2 09 59.7
 HH0812;UTM  14      - 4,138,396.768   237,138.853   MT  1.00045122   -1 48 06.3
 HH0812;UTM  13      - 4,138,578.213   768,567.158   MT  1.00048858   +1 50 27.2
 HH0812
 HH0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0812!SPC KS S     -   0.99983060  x   0.99998379  =   0.99981440
 HH0812!SPC CO S     -   0.99983060  x   0.99998013  =   0.99981074
 HH0812!UTM  14      -   0.99983060  x   1.00045122  =   1.00028175
 HH0812!UTM  13      -   0.99983060  x   1.00048858  =   1.00031910
 HH0812
 HH0812|---------------------------------------------------------------------|
 HH0812| PID    Reference Object                     Distance      Geod. Az  |
 HH0812|                                                           dddmmss.s |
 HH0812| CM8780 HOGE RM 1                            27.580 METERS 06348     |
 HH0812| HH0794 RICHFIELD                           APPROX.15.3 KM 1410630.1 |
 HH0812| CM8781 HOGE RM 2                            62.201 METERS 17956     |
 HH0812| CM8779 HOGE AZ MK                                         2031708.9 |
 HH0812|---------------------------------------------------------------------|
 HH0812
 HH0812                          SUPERSEDED SURVEY CONTROL
 HH0812
 HH0812  NAD 83(1997)-  37 21 18.29664(N)    101 58 04.06706(W) AD(       ) 1
 HH0812  NAD 83(1997)-  37 21 18.29951(N)    101 58 04.05909(W) AD(       ) 1
 HH0812  NAD 83(1986)-  37 21 18.30180(N)    101 58 04.05701(W) AD(       ) 1
 HH0812  NAD 27      -  37 21 18.22838(N)    101 58 02.43503(W) AD(       ) 1
 HH0812  NGVD 29 (07/19/86) 1103.6    (m)         3621.     (f) VERT ANG       
 HH0812
 HH0812.Superseded values are not recommended for survey control.
 HH0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0812.See file dsdata.txt to determine how the superseded data were derived.
 HH0812
 HH0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG3713938397(NAD 83)
 HH0812_MARKER: DS = TRIANGULATION STATION DISK
 HH0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0812+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2002
 HH0812
 HH0812  HISTORY     - Date     Condition        Report By
 HH0812  HISTORY     - 1934     MONUMENTED       CGS
 HH0812  HISTORY     - 1953     GOOD             CGS
 HH0812  HISTORY     - 1964     GOOD             CGS
 HH0812  HISTORY     - 1972     GOOD             USGS
 HH0812  HISTORY     - 20021107 GOOD             INDIV
 HH0812
 HH0812                          STATION DESCRIPTION
 HH0812
 HH0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0812'STATION IS ABOUT 12 MILES SSW OF MANTER, IN SEC. 14, T 31 S,
 HH0812'R 43 W.  ON ROCKY PASTURE LAND AND IS ON THE HIGHEST POINT
 HH0812'OF A RISE.  THERE IS A SCHOOLHOUSE ABOUT 3/4 MILE SW OF THE
 HH0812'STATION.  THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF
 HH0812'THE GROUND.
 HH0812'
 HH0812'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0812'BRONZE DISKS SET IN CONCRETE.
 HH0812'
 HH0812'REFERENCE MARK NO. 1 IS NE OF THE STATION.  THE MARK PROJECTS
 HH0812'6 INCHES.
 HH0812'
 HH0812'REFERENCE MARK NO. 2 IS SSE OF THE STATION.  THE MARK PROJECTS
 HH0812'6 INCHES.
 HH0812'
 HH0812'THE AZIMUTH MARK IS SW OF THE STATION.  IT IS IN THE FENCE
 HH0812'LINE N OF THE SCHOOLYARD AND IS 13 FEET W OF THE NE CORNER OF
 HH0812'THE YARD.  IT IS 58 FEET NE OF THE NE CORNER OF THE SCHOOLHOUSE.
 HH0812'THE MARK PROJECTS 6 INCHES.
 HH0812'
 HH0812'THE STATION IS REACHED FROM ELKHART BY GOING N ON STATE HIGHWAY
 HH0812'27, 17.8 MILES TO A POINT WHERE THE HIGHWAY TURNS TO THE E.
 HH0812'LEAVE THE HIGHWAY AND CONTINUE STRAIGHT N ON A GRADED ROAD 1.0
 HH0812'MILE.  TURN W AND GO 4.0 MILES.  TURN N ON AN UNGRADED SECTION
 HH0812'LINE ROAD AND GO 5.6 MILES.  TURN OFF THE ROAD AND GO E ACROSS
 HH0812'A FIELD 0.4 MILE, TO THE HIGHEST POINT OF THE HILL AND THE
 HH0812'STATION.
 HH0812'
 HH0812'A 25-FOOT STAND WAS ERECTED.
 HH0812
 HH0812                          STATION RECOVERY (1953)
 HH0812
 HH0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HH0812'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 HH0812'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 HH0812'
 HH0812'THE STATION IS LOCATED IN PASTURE LAND ON THE HIGHEST POINT
 HH0812'OF A LOW RISE, ABOUT 12 MILES AIRLINE SOUTH-SOUTHWEST OF MANTER,
 HH0812'ABOUT 11 MILES AIRLINE SOUTHEAST OF BARTLETT, COLORADO, AND
 HH0812'ABOUT 36 MILES AIRLINE EAST OF SPRINGFIELD, COLORADO.
 HH0812'
 HH0812'TO REACH THE STATION FROM THE POST OFFICE IN MANTER GO SOUTH
 HH0812'ABOUT 50 YARDS TO A T-ROAD.  TURN RIGHT ONTO U.S. HIGHWAY 160
 HH0812'AND GO WEST 0.2 MILE TO A CROSS ROAD.  TURN LEFT AND GO SOUTH
 HH0812'8.9 MILES TO A T-ROAD.  TURN RIGHT AND GO WEST 0.4 MILE TO A
 HH0812'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH 3.0 MILES TO
 HH0812'A CROSS ROAD.  TURN RIGHT AND GO WEST 3.8 MILES TO A SCHOOL
 HH0812'HOUSE AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO
 HH0812'NORTH ON A DIRT ROAD 0.5 MILE.  TURN RIGHT AND GO CROSS
 HH0812'COUNTRY NORTHEAST 0.3 MILE TO THE TOP OF A LOW RISE, A WITNESS
 HH0812'POST, AND THE STATION.
 HH0812'
 HH0812'THE STATION MARK IS A STANDARD DISK STAMPED HOGE 1934 SET IN
 HH0812'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 HH0812'INCHES AND IS 10 FEET SOUTHWEST OF A WITNESS POST.
 HH0812'
 HH0812'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HOGE NO 1
 HH0812'1934 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 HH0812'PROJECTS 4 INCHES AND IS 1 FOOT LOWER THAN THE STATION.
 HH0812'
 HH0812'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HOGE NO 2
 HH0812'1934 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 HH0812'PROJECTS 4 INCHES AND IS 1 FOOT LOWER THAN THE STATION.
 HH0812'
 HH0812'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 HH0812'HOGE 1934 AZIMUTH SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 HH0812'POST THAT PROJECTS 14 INCHES.  IT IS 58 FEET NORTHEAST OF THE
 HH0812'NORTHEAST CORNER OF A SCHOOLHOUSE AND 41 FEET SOUTH OF THE
 HH0812'CENTERLINE OF THE ROAD.
 HH0812'
 HH0812'HEIGHT OF STAND--1 METER.
 HH0812
 HH0812                          STATION RECOVERY (1964)
 HH0812
 HH0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AWH)
 HH0812'STATION FOUND AS DESCRIBED.
 HH0812'
 HH0812'ALL MARKS IN GOOD CONDITION.
 HH0812
 HH0812                          STATION RECOVERY (1972)
 HH0812
 HH0812'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DGC)
 HH0812'THE OLD DESCRIPTION IS ADEQUATE
 HH0812'
 HH0812'STATION IS OK (1934)
 HH0812'
 HH0812'R.M. 1 IS OK (1934)
 HH0812'
 HH0812'R.M. 2 IS OK (1934)
 HH0812'
 HH0812'AZ. MK. IS DESTROYED
 HH0812'
 HH0812'DISTANCE TO R.M. 1 MISSED -0.12 FT.
 HH0812'
 HH0812'DISTANCE TO R.M. 2 MISSED -0.06 FT.
 HH0812'
 HH0812'DISTANCE BETWEEN R.M. 1 AND R.M. 2 MISSED -0.05 FT.
 HH0812'
 HH0812'DIRECTION TO R.M. 1 MISSED +20.15 IN
 HH0812'
 HH0812'DIRECTION TO R.M. 2 MISSED -21.65 IN
 HH0812
 HH0812                          STATION RECOVERY (2002)
 HH0812
 HH0812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CHC)
 HH0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0210 ***********************************************************************
 JG0210  DESIGNATION -  HOISINGTON
 JG0210  PID         -  JG0210
 JG0210  STATE/COUNTY-  KS/BARTON
 JG0210  USGS QUAD   -  HOISINGTON (1969)
 JG0210
 JG0210                         *CURRENT SURVEY CONTROL
 JG0210  ___________________________________________________________________
 JG0210* NAD 83(1986)-  38 30 51.     (N)    098 47 00.     (W)     SCALED    
 JG0210* NAVD 88     -       559.588  (meters)    1835.91   (feet)  ADJUSTED  
 JG0210  ___________________________________________________________________
 JG0210  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0210  DYNAMIC HT  -         559.178 (meters)    1834.57  (feet)  COMP
 JG0210  MODELED GRAV-     979,877.2   (mgal)                       NAVD 88
 JG0210
 JG0210  VERT ORDER  -  FIRST     CLASS II
 JG0210
 JG0210.The horizontal coordinates were scaled from a topographic map and have
 JG0210.an estimated accuracy of +/- 6 seconds.
 JG0210
 JG0210.The orthometric height was determined by differential leveling
 JG0210.and adjusted by the National Geodetic Survey in June 1991..
 JG0210
 JG0210.The geoid height was determined by GEOID03.
 JG0210
 JG0210.The dynamic height is computed by dividing the NAVD 88
 JG0210.geopotential number by the normal gravity value computed on the
 JG0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0210.degrees latitude (g = 980.6199 gals.).
 JG0210
 JG0210.The modeled gravity was interpolated from observed gravity values.
 JG0210
 JG0210;                    North         East    Units  Estimated Accuracy
 JG0210;SPC KS S     -   605,090.      375,290.      MT  (+/- 180 meters Scaled)
 JG0210
 JG0210                          SUPERSEDED SURVEY CONTROL
 JG0210
 JG0210  NGVD 29 (??/??/92)  559.367  (m)         1835.19   (f) ADJ UNCH    1 2
 JG0210
 JG0210.Superseded values are not recommended for survey control.
 JG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0210.See file dsdata.txt to determine how the superseded data were derived.
 JG0210
 JG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH188628(NAD 83)
 JG0210_MARKER: DB = BENCH MARK DISK
 JG0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0210+STABILITY: SURFACE MOTION
 JG0210
 JG0210  HISTORY     - Date     Condition        Report By
 JG0210  HISTORY     - UNK      MONUMENTED       CGS
 JG0210  HISTORY     - 1934     GOOD             NGS
 JG0210  HISTORY     - 20011231 GOOD             INDIV
 JG0210
 JG0210                          STATION DESCRIPTION
 JG0210
 JG0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0210'IN HOISINGTON.
 JG0210'IN CENTER OF SMALL CIRCULAR FLOWER BED, IN CENTER OF HOISINGTON
 JG0210'CITY PARK, NORTH OF BANDSTAND, 153 FEET NORTH OF NORTH CURB
 JG0210'LINE OF WEST FIRST STREET, 198 FEET WEST OF CENTERLINE OF SOUTH
 JG0210'CLAY STREET.
 JG0210
 JG0210                          STATION RECOVERY (2001)
 JG0210
 JG0210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MDC)
 JG0210'PARK BANDSTAND HAS BEEN REMOVED AND IS NO LONGER NEAR BENCHMARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0806 ***********************************************************************
 JG0806  DESIGNATION -  HOISINGTON S MUN TANK OF 2
 JG0806  PID         -  JG0806
 JG0806  STATE/COUNTY-  KS/BARTON
 JG0806  USGS QUAD   -  HOISINGTON (1969)
 JG0806
 JG0806                         *CURRENT SURVEY CONTROL
 JG0806  ___________________________________________________________________
 JG0806* NAD 83(1997)-  38 30 43.34667(N)    098 46 50.44160(W)     ADJUSTED  
 JG0806* NAVD 88     -                                                        
 JG0806  ___________________________________________________________________
 JG0806  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 JG0806  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0806
 JG0806  HORZ ORDER  -  THIRD
 JG0806
 JG0806.The horizontal coordinates were established by classical geodetic methods
 JG0806.and adjusted by the National Geodetic Survey in October 1998..
 JG0806
 JG0806
 JG0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0806
 JG0806.The geoid height was determined by GEOID03.
 JG0806
 JG0806;                    North         East     Units Scale Factor Converg.
 JG0806;SPC KS S     -   604,851.596   375,520.029   MT  0.99998965   -0 10 20.9
 JG0806;UTM  14      - 4,262,652.276   519,121.219   MT  0.99960450   +0 08 11.6
 JG0806
 JG0806                          SUPERSEDED SURVEY CONTROL
 JG0806
 JG0806  NAD 83(1986)-  38 30 43.35412(N)    098 46 50.44085(W) AD(       ) 4
 JG0806  NAD 27      -  38 30 43.31000(N)    098 46 49.13700(W) AD(       ) 3
 JG0806
 JG0806.Superseded values are not recommended for survey control.
 JG0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0806.See file dsdata.txt to determine how the superseded data were derived.
 JG0806
 JG0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH1912162652(NAD 83)
 JG0806_MARKER: 53 = ELEVATED TANK
 JG0806
 JG0806  HISTORY     - Date     Condition        Report By
 JG0806  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0806
 JG0806                          STATION DESCRIPTION
 JG0806
 JG0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0806'THE STATION IS LOCATED IN THE SOUTHWEST PART OF HOISINGTON,
 JG0806'SOUTH OF WEST BROADWAY, EAST OF SOUTH COURT STREET, WEST OF
 JG0806'SOUTH VINE AND ABOUT 100 YARDS NORTH OF THE MISSOURI PACIFIC
 JG0806'RAILROAD TRACKS.  IT IS AN ELEVATED TANK SUPPORTED BY 6 STEEL
 JG0806'LEGS AND ABOUT 80 FEET HIGH.  THE ENTIRE STRUCTURE IS PAINTED
 JG0806'ALUMINUM.  THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1031 ***********************************************************************
 HH1031  DESIGNATION -  HOLCOMB
 HH1031  PID         -  HH1031
 HH1031  STATE/COUNTY-  KS/FINNEY
 HH1031  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH1031
 HH1031                         *CURRENT SURVEY CONTROL
 HH1031  ___________________________________________________________________
 HH1031* NAD 83(1997)-  37 57 41.90733(N)    100 59 52.60408(W)     ADJUSTED  
 HH1031* NAVD 88     -       907.     (meters)    2976.     (feet)  SCALED    
 HH1031  ___________________________________________________________________
 HH1031  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HH1031  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 HH1031
 HH1031  HORZ ORDER  -  FIRST
 HH1031
 HH1031.The horizontal coordinates were established by classical geodetic methods
 HH1031.and adjusted by the National Geodetic Survey in October 1998..
 HH1031
 HH1031.The orthometric height was scaled from a topographic map.
 HH1031
 HH1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1031
 HH1031.The geoid height was determined by GEOID03.
 HH1031
 HH1031;                    North         East     Units Scale Factor Converg.
 HH1031;SPC KS S     -   546,662.810   180,525.320   MT  0.99993621   -1 32 06.2
 HH1031;UTM  14      - 4,203,441.852   324,485.647   MT  0.99997942   -1 13 45.5
 HH1031
 HH1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1031!SPC KS S     -   0.99986163  x   0.99993621  =   0.99979784
 HH1031!UTM  14      -   0.99986163  x   0.99997942  =   0.99984105
 HH1031
 HH1031:                Primary Azimuth Mark                     Grid Az
 HH1031:SPC KS S     -  GARDEN CITY GARFIELD SCH BELFR           084 56 53.1
 HH1031:UTM  14      -  GARDEN CITY GARFIELD SCH BELFR           084 38 32.4
 HH1031
 HH1031|---------------------------------------------------------------------|
 HH1031| PID    Reference Object                     Distance      Geod. Az  |
 HH1031|                                                           dddmmss.s |
 HH1031| HH1013 GARDEN CITY GARFIELD SCH BELFR      APPROX.10.9 KM 0832446.9 |
 HH1031| HH1028 GARDEN CITY SUGAR FACTORY STK       APPROX. 8.9 KM 0843114.4 |
 HH1031| HH1027 GARDEN CITY ST MARYS CH SPIRE       APPROX.10.4 KM 0850901.5 |
 HH1031| HH1017 GARDEN CITY WINDSOR HOTEL CUP       APPROX.11.0 KM 0855817.3 |
 HH1031| HH1029 GARDEN CITY SWIFT CO CHIMNEY        APPROX.10.4 KM 0873144.4 |
 HH1031| HH1030 GARDEN CITY MUN STANDPIPE           APPROX.10.4 KM 0880852.5 |
 HH1031| CK9885 HOLCOMB RM 3                         23.143 METERS 10907     |
 HH1031| CK9883 HOLCOMB RM 1                         23.120 METERS 10914     |
 HH1031| HH1033 HOLCOMB AZ MK                       400.851 METERS 1142357.2 |
 HH1031| CK9884 HOLCOMB RM 2                         26.849 METERS 22531     |
 HH1031|---------------------------------------------------------------------|
 HH1031
 HH1031                          SUPERSEDED SURVEY CONTROL
 HH1031
 HH1031  NAD 83(1997)-  37 57 41.91164(N)    100 59 52.60082(W) AD(       ) 1
 HH1031  NAD 83(1986)-  37 57 41.91134(N)    100 59 52.60174(W) AD(       ) 1
 HH1031  NAD 27      -  37 57 41.82227(N)    100 59 50.99828(W) AD(       ) 1
 HH1031
 HH1031.Superseded values are not recommended for survey control.
 HH1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1031.See file dsdata.txt to determine how the superseded data were derived.
 HH1031
 HH1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH2448603442(NAD 83)
 HH1031_MARKER: DS = TRIANGULATION STATION DISK
 HH1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH1031
 HH1031  HISTORY     - Date     Condition        Report By
 HH1031  HISTORY     - 1933     MONUMENTED       CGS
 HH1031  HISTORY     - 1945     GOOD             CGS
 HH1031  HISTORY     - 1976     GOOD             NGS
 HH1031
 HH1031                          STATION DESCRIPTION
 HH1031
 HH1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 HH1031'ABOUT 7 MILES WEST OF GARDEN CITY AND 2 MILES SOUTH OF HOLCOMB
 HH1031'ON HIGH SAND HILL SOUTH OF ARKANSAS RIVER IN SOUTHEAST QUARTER
 HH1031'SEC. 13, T. 24 S., R. 34 W.  STATION IS ABOUT 550 FEET NORTH OF
 HH1031'SECTION-LINE FENCE AND PHONE LINE, ON HIGHEST POINT OF SAND
 HH1031'HILL.
 HH1031'
 HH1031'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF STATION ON SAME HILL.
 HH1031'
 HH1031'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION AND ON SAME HILL.
 HH1031'
 HH1031'AZIMUTH MARK IS EAST-SOUTHEAST OF STATION, ON FIRST KNOLL TO
 HH1031'EAST, IN EAST-AND-WEST SECTION-LINE FENCE.
 HH1031'
 HH1031'REACHED FROM GARDEN CITY BY U.S. HIGHWAY 50 WEST 6.4 MILES TO
 HH1031'HOLCOMB.  TURN SOUTH DOWN MAIN STREET 1.0 MILE TO FORK AT SOUTH
 HH1031'END OF ARKANSAS RIVER BRIDGE.  KEEP LEFT HAND FORK SOUTH 1.0
 HH1031'MILE TO WIRE GATE ON WEST SIDE OF ROAD.  FROM HERE WORK WAY
 HH1031'ACROSS SANDY PASTURE, WEST-NORTHWEST, 0.3 MILE TO HIGHEST
 HH1031'POINT AND STATION.
 HH1031'
 HH1031'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HH1031'DESCRIBED.
 HH1031'
 HH1031'HEIGHT OF LIGHT ABOVE STATION MARK - 1.19 METERS.
 HH1031
 HH1031                          STATION RECOVERY (1945)
 HH1031
 HH1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WB)
 HH1031'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.  DISTANCES TO
 HH1031'REFERENCE MARKS VERIFIED AS CORRECT.
 HH1031
 HH1031                          STATION RECOVERY (1976)
 HH1031
 HH1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HH1031'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 HH1031'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND TILTED OUT
 HH1031'OF POSITION, THE CONCRETE MONUMENT WAS RESET IN A VERTICAL POSITION
 HH1031'AND THE DISK STAMPED NO 3.  THE DISTANCE TO REFERENCE MARK 2
 HH1031'MISSED THE PREVIOUS DISTANCE .03 FOOT.  THE DIRECTION TO REFERENCE
 HH1031'MARK 2 MISSED THE PREVIOUS DIRECTION 1 MINUTE 52 SECONDS.  DUE TO
 HH1031'BENCH MARK 180 L 1941 LOCATED NEAR THE AZIMUTH MARK AND IN THE WAY
 HH1031'OF ROAD CONSTRUCTION, THE ELEVATION WAS DETERMINED ON THE
 HH1031'AZIMUTH MARK FROM THIS BENCH MARK AND VERTICAL ANGELS WERE
 HH1031'OBSERVED AT THE STATION MARK AND AZIMUTH MARK AND THE DISTANCE
 HH1031'MEASURED BETWEEN THEM.  FOLLOWING IS A NEW DESCRIPTION.
 HH1031'
 HH1031'THE STATION IS LOCATED ABOUT 7.0 MILES WEST OF GARDEN CITY AND 2.0
 HH1031'MILES SOUTH OF HOLCOMB, ON A HIGH SAND HILL SOUTH OF THE ARKANSAS
 HH1031'RIVER IN THE SOUTHEAST QUARTER OF SEC. 13, T 24 S, R 34 W AND OWNED
 HH1031'BY MR. ANGEL GLUNT, HOLCOMB, KANSAS 67851.
 HH1031'
 HH1031'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND US.
 HH1031'HIGHWWAY 50 AT THE NORTH EDGE OF HOLCOMB, GO SOUTHERLY ON THE MAIN
 HH1031'STREET FOR 0.2 MILE TO A RAILROAD TRACK, CONTINUE SOUTHERLY ON THE
 HH1031'MAIN ROAD FOR 0.8 MILE TO A ROAD FORK, BEAR LEFT AND GO SOUTH ON A
 HH1031'SAND ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT AND THE
 HH1031'STATION MARK ON THE RIGHT ABOUT 0.25 MILE AND ON TOP OF SAND
 HH1031'HILL.  (TO DRIVE TO THE STATION FROM THIS POINT, GO NORTH ON THE
 HH1031'SAND ROAD ABOUT 0.4 MILE TO A CATTLE GUARD AND TRACK ROAD ON THE
 HH1031'LEFT, TURN LEFT, CROSS THE CATTLE GUARD AND GO WESTERLY ABOUT
 HH1031'0.3 MILE, LEAVE ROAD, CROSS EXPOSED GAS LINE AND PICK WAY
 HH1031'SOUTHERLY ACROSS ROUGH AND SANDY PASTURE FOR ABOUT 0.3 MILE TO TOP
 HH1031'OF HILL AND THE STATION.)
 HH1031'
 HH1031'THE STATION MARK IS A STANDARD DISK STAMPED HOLCOMB 1933, SET IN THE
 HH1031'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES ABOVE
 HH1031'THE GROUND SURFARCE.  THE UNDERGROUND DISK WAS NOT INSPECTED THIS
 HH1031'DATE.
 HH1031'
 HH1031'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOLCOMB NO 2 1933, SET IN
 HH1031'THE TOP OF A 12 INCH SQUARE CONCRETE POST THE PROJECTS 4 INCHES AND
 HH1031'ON SAME HILL AS THE STATION.
 HH1031'
 HH1031'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HOLCOMB 1933 NO 3 1976,
 HH1031'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 HH1031'INCHES AND IS ON THE SAME HILL AS THE STATION.
 HH1031'
 HH1031'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOLCOMB 1933, SET IN
 HH1031'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 HH1031'ABOVE THE GROUND SURFACE.  IT IS 191.5 FEET WEST OF THE CENTER OF THE
 HH1031'NORTH-SOUTH SAND ROAD, 165.5 FEET WEST OF THE NORTH-SOUTH
 HH1031'FENCELINE, 1.5 FEET WEST OF A METAL WITNESS POST AND IN AN
 HH1031'EAST-WEST FENCELINE ON TOP OF A LOW SAND HILL.
 HH1031'
 HH1031'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.0 MILES SOUTH OF
 HH1031'HOLCOMB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0726 ***********************************************************************
 JH0726  DESIGNATION -  HOLCOMB ATT MICROWAVE KAR 44
 JH0726  PID         -  JH0726
 JH0726  STATE/COUNTY-  KS/FINNEY
 JH0726  USGS QUAD   -  LOWE (1976)
 JH0726
 JH0726                         *CURRENT SURVEY CONTROL
 JH0726  ___________________________________________________________________
 JH0726* NAD 83(1997)-  38 01 18.34488(N)    100 57 23.01432(W)     ADJUSTED  
 JH0726* NAVD 88     -                                                        
 JH0726  ___________________________________________________________________
 JH0726  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 JH0726  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 JH0726
 JH0726  HORZ ORDER  -  THIRD
 JH0726
 JH0726.The horizontal coordinates were established by classical geodetic methods
 JH0726.and adjusted by the National Geodetic Survey in October 1998..
 JH0726
 JH0726
 JH0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0726
 JH0726.The geoid height was determined by GEOID03.
 JH0726
 JH0726;                    North         East     Units Scale Factor Converg.
 JH0726;SPC KS S     -   553,236.341   184,351.159   MT  0.99993756   -1 30 34.3
 JH0726;UTM  14      - 4,210,035.880   328,276.576   MT  0.99996320   -1 12 19.3
 JH0726
 JH0726                          SUPERSEDED SURVEY CONTROL
 JH0726
 JH0726  NAD 83(1997)-  38 01 18.34888(N)    100 57 23.01061(W) AD(       ) 4
 JH0726  NAD 83(1986)-  38 01 18.34816(N)    100 57 23.01083(W) AD(       ) 4
 JH0726  NAD 27      -  38 01 18.26235(N)    100 57 21.41244(W) AD(       ) 3
 JH0726
 JH0726.Superseded values are not recommended for survey control.
 JH0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0726.See file dsdata.txt to determine how the superseded data were derived.
 JH0726
 JH0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH2827710036(NAD 83)
 JH0726_MARKER: 45 = MICROWAVE TOWER
 JH0726
 JH0726  HISTORY     - Date     Condition        Report By
 JH0726  HISTORY     - 1963     FIRST OBSERVED   CGS
 JH0726
 JH0726                          STATION DESCRIPTION
 JH0726
 JH0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0726'THE STATION IS THE RED LIGHT ATOP OF THE TOWER, OWNED BY THE
 JH0726'AMERICAN TELEPHONE AND TELEGRAPH COMPANY, LOCATED 6 MILES NORTHWEST
 JH0726'OF GARDEN CITY, 3 MILES NORTHEAST OF HOLCOMB, AND ON THE EAST SIDE
 JH0726'OF A GRAVEL ROAD.  IT IS A FOUR LEGGED STEEL STRUCTURE WITH FOUR
 JH0726'LARGE REFLECTORS AT THE TOP OF THE TOWER, PAINTED RED AND WHITE,
 JH0726'AND HAS AN OVERALL HEIGHT OF 162.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1185 ***********************************************************************
 KF1185  DESIGNATION -  HOLLENBERG
 KF1185  PID         -  KF1185
 KF1185  STATE/COUNTY-  KS/WASHINGTON
 KF1185  USGS QUAD   -  HANOVER WEST (1983)
 KF1185
 KF1185                         *CURRENT SURVEY CONTROL
 KF1185  ___________________________________________________________________
 KF1185* NAD 83(1997)-  39 58 21.07567(N)    096 57 49.97143(W)     ADJUSTED  
 KF1185* NAVD 88     -       426.     (meters)    1398.     (feet)  SCALED    
 KF1185  ___________________________________________________________________
 KF1185  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 KF1185  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 KF1185
 KF1185  HORZ ORDER  -  SECOND
 KF1185
 KF1185.The horizontal coordinates were established by classical geodetic methods
 KF1185.and adjusted by the National Geodetic Survey in October 1998..
 KF1185
 KF1185.The orthometric height was scaled from a topographic map.
 KF1185
 KF1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1185
 KF1185.The geoid height was determined by GEOID03.
 KF1185
 KF1185;                    North         East     Units Scale Factor Converg.
 KF1185;SPC KS N     -   182,484.997   488,514.928   MT  1.00003617   +0 39 20.0
 KF1185;SPC NE       -    20,008.765   759,319.755   MT  1.00001253   +2 00 43.3
 KF1185;UTM  14      - 4,426,692.582   673,878.627   MT  0.99997221   +1 18 30.1
 KF1185
 KF1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1185!SPC KS N     -   0.99993741  x   1.00003617  =   0.99997358
 KF1185!SPC NE       -   0.99993741  x   1.00001253  =   0.99994994
 KF1185!UTM  14      -   0.99993741  x   0.99997221  =   0.99990962
 KF1185
 KF1185|---------------------------------------------------------------------|
 KF1185| PID    Reference Object                     Distance      Geod. Az  |
 KF1185|                                                           dddmmss.s |
 KF1185| CL7088 HOLLENBERG RM 1                      22.055 METERS 03634     |
 KF1185| CL7087 HOLLENBERG AZ MK                                   2733135.7 |
 KF1185| CL7089 HOLLENBERG RM 2                      21.946 METERS 32236     |
 KF1185|---------------------------------------------------------------------|
 KF1185
 KF1185                          SUPERSEDED SURVEY CONTROL
 KF1185
 KF1185  NAD 83(1997)-  39 58 21.07582(N)    096 57 49.97117(W) AD(       ) 2
 KF1185  NAD 83(1986)-  39 58 21.08118(N)    096 57 49.96916(W) AD(       ) 2
 KF1185  NAD 27      -  39 58 21.06600(N)    096 57 48.86400(W) AD(       ) 2
 KF1185
 KF1185.Superseded values are not recommended for survey control.
 KF1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1185.See file dsdata.txt to determine how the superseded data were derived.
 KF1185
 KF1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK7387926693(NAD 83)
 KF1185_MARKER: DS = TRIANGULATION STATION DISK
 KF1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1185
 KF1185  HISTORY     - Date     Condition        Report By
 KF1185  HISTORY     - 1947     MONUMENTED       CGS
 KF1185  HISTORY     - 1965     GOOD             CGS
 KF1185
 KF1185                          STATION DESCRIPTION
 KF1185
 KF1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1185'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHWEST OF HANOVER
 KF1185'AND 1.0 MILE EAST-SOUTHEAST OF HOLLENBERG ON THE SOUTH SIDE
 KF1185'OF THE HANOVER-HOLLENBERG GRAVEL ROAD.  IT IS 25 FEET SOUTH
 KF1185'OF THE CENTER OF THE EAST-WEST GRAVEL ROAD, 4 FEET EAST OF
 KF1185'WITNESS POST AND 2 FEET NORTH OF OLD FENCE LINE.  IT IS STAMPED
 KF1185'HOLLENBERG 1947 AND PROJECTS 8 INCHES.
 KF1185'
 KF1185'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 25 FEET NORTH OF
 KF1185'THE CENTER OF THE GRAVEL ROAD, 10 FEET EAST OF THE EAST
 KF1185'END OF WIRE GATE AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.
 KF1185'IT IS STAMPED HOLLENBERG NO 1 1947 AND SET FLUSH WITH THE GROUND
 KF1185'SURFACE.
 KF1185'
 KF1185'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 25 FEET NORTH
 KF1185'OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT SOUTH OF EAST-WEST
 KF1185'FENCE LINE.  IT IS STAMPED HOLLENBERG NO 2 1947 AND SET FLUSH WITH
 KF1185'THE GROUND SURFACE.
 KF1185'
 KF1185'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST-NORTHWEST OF THE
 KF1185'STATION, 155 FEET NORTH OF A RIGHT TURN IN THE GRAVEL ROAD,
 KF1185'30 FEET WEST OF THE CENTER OF THE ROAD AND 1 FOOT EAST OF
 KF1185'NORTH-SOUTH FENCE LINE.  IT IS STAMPED HOLLENBERG 1947 AND
 KF1185'PROJECTS 6 INCHES.
 KF1185'
 KF1185'TO REACH THE STATION FROM THE FLAG POLE AND WATER PUMP IN
 KF1185'THE CENTER OF HOLLENBERG, GO EAST FOR 0.05 MILE, TURN RIGHT
 KF1185'AND GO SOUTH FOR 0.05 MILE, TURN LEFT AND FOLLOW MAIN TRAVELED ROAD
 KF1185'FOR 0.8 MILE, TURN RIGHT AND GO 0.5 MILE TO THE AZIMUTH MARK
 KF1185'ON THE RIGHT AS DESCRIBED, CONTINUE ON MAIN TRAVELED ROAD FOR
 KF1185'0.5 MILE TO THE TOP OF THE HILL AND STATION ON THE RIGHT AS
 KF1185'DESCRIBED.
 KF1185'
 KF1185'A 4 FOOT SIGNAL AT STATION NUTTER 1935 IS V.G.
 KF1185'
 KF1185'A 74 FOOT SIGNAL AT STATION ROSEMAN IS V.G.
 KF1185'
 KF1185'A 47 FOOT SIGNAL AT STATION LANHAM IS V.G.
 KF1185'
 KF1185'A 74 FOOT SIGNAL AT STATION HORSESHOE IS V.G.
 KF1185'
 KF1185'A 74 FOOT SIGNAL AT STATION ST PAUL IS V.G.
 KF1185'
 KF1185'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 KF1185
 KF1185                          STATION RECOVERY (1965)
 KF1185
 KF1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1185'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF1185'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KF1185'
 KF1185'STATION MARK IS 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 13.5
 KF1185'FEET EAST OF THE EAST POST OF A GATE AND 1 FOOT WEST OF A METAL
 KF1185'WITNESS POST.
 KF1185'
 KF1185'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF CENTER LINE OF THE ROAD,
 KF1185'10 FEET EAST OF A GATE POST AND 1 FOOT SOUTH OF THE FENCE LINE.
 KF1185'
 KF1185'REFERENCE MARK NO. 2 IS 58 FEET WEST OF THE WEST GATE POST, 28 FEET
 KF1185'NORTH OF THE CENTER LINE OF THE ROAD AND 1 FOOT SOUTH OF THE
 KF1185'FENCE.
 KF1185'
 KF1185'THE AZIMUTH MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0929 ***********************************************************************
 KF0929  DESIGNATION -  HOLLIS
 KF0929  PID         -  KF0929
 KF0929  STATE/COUNTY-  KS/CLOUD
 KF0929  USGS QUAD   -  WAYNE (1965)
 KF0929
 KF0929                         *CURRENT SURVEY CONTROL
 KF0929  ___________________________________________________________________
 KF0929* NAD 83(1997)-  39 38 14.86331(N)    097 30 48.60454(W)     ADJUSTED  
 KF0929* NAVD 88     -       441.69   (+/-2cm)    1449.1    (feet)  VERTCON   
 KF0929  ___________________________________________________________________
 KF0929  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 KF0929  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 KF0929
 KF0929  HORZ ORDER  -  SECOND
 KF0929  VERT ORDER  -  THIRD ? (See Below)
 KF0929
 KF0929.The horizontal coordinates were established by classical geodetic methods
 KF0929.and adjusted by the National Geodetic Survey in October 1998..
 KF0929
 KF0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0929.The vertical order pertains to the NGVD 29 superseded value.
 KF0929
 KF0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0929
 KF0929.The geoid height was determined by GEOID03.
 KF0929
 KF0929;                    North         East     Units Scale Factor Converg.
 KF0929;SPC KS N     -   144,888.703   441,761.818   MT  0.99997959   +0 18 28.1
 KF0929;UTM  14      - 4,388,576.024   627,558.265   MT  0.99980032   +0 56 54.3
 KF0929
 KF0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0929!SPC KS N     -   0.99993496  x   0.99997959  =   0.99991455
 KF0929!UTM  14      -   0.99993496  x   0.99980032  =   0.99973529
 KF0929
 KF0929|---------------------------------------------------------------------|
 KF0929| PID    Reference Object                     Distance      Geod. Az  |
 KF0929|                                                           dddmmss.s |
 KF0929| CN8806 HOLLIS RM 1                          20.096 METERS 06739     |
 KF0929| KF0824 CLYDE MUNICIPAL STANDPIPE           APPROX.11.4 KM 1143831.0 |
 KF0929| KF0936 CONCORDIA MUNICIPAL STANDPIPE       APPROX.15.1 KM 2391045.0 |
 KF0929| KF0938 CONCORDIA HOSPITAL WATER TANK       APPROX.15.6 KM 2414601.0 |
 KF0929| CN8805 HOLLIS AZ MK                                       2820957.2 |
 KF0929| CN8807 HOLLIS RM 2                          16.432 METERS 30731     |
 KF0929|---------------------------------------------------------------------|
 KF0929
 KF0929                          SUPERSEDED SURVEY CONTROL
 KF0929
 KF0929  NAD 83(1997)-  39 38 14.86811(N)    097 30 48.60379(W) AD(       ) 2
 KF0929  NAD 83(1986)-  39 38 14.87004(N)    097 30 48.60376(W) AD(       ) 2
 KF0929  NAD 27      -  39 38 14.86500(N)    097 30 47.46700(W) AD(       ) 2
 KF0929  NGVD 29 (07/19/86)  441.55   (m)         1448.7    (f) LEVELING    3  
 KF0929
 KF0929.Superseded values are not recommended for survey control.
 KF0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0929.See file dsdata.txt to determine how the superseded data were derived.
 KF0929
 KF0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2755888576(NAD 83)
 KF0929_MARKER: DS = TRIANGULATION STATION DISK
 KF0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0929
 KF0929  HISTORY     - Date     Condition        Report By
 KF0929  HISTORY     - 1950     MONUMENTED       CGS
 KF0929
 KF0929                          STATION DESCRIPTION
 KF0929
 KF0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0929'THE STATION IS LOCATED ABOUT 2.0 MILES EAST-NORTHEAST OF HOLLIS
 KF0929'ON THE HIGHEST POINT OF A PROMINENT HILL IN A PASTURE AND ON
 KF0929'LAND OWNED BY MRS. A.A. FORTNEY OF CONCORDIA AND LEASED BY MR.
 KF0929'EARL GARLO.  IT IS ABOUT 0.15 MILE SOUTH OF EAST-WEST SECTION LINE
 KF0929'ROAD AND 4-1/2 FEET EAST OF WITNESS POST.  IT IS STAMPED HOLLIS
 KF0929'1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KF0929'
 KF0929'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN THE OPEN
 KF0929'PASTURE AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KF0929'IT IS STAMPED HOLLIS NO 1 1950 AND PROJECTS 2 INCHES.
 KF0929'
 KF0929'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, SET IN THE OPEN
 KF0929'PASTURE AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK. IT IS
 KF0929'STAMPED HOLLIS NO 2 1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KF0929'
 KF0929'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 104.06 FEET.
 KF0929'
 KF0929'THE AZIMUTH MARK IS ABOUT 0.45 MILE WEST-NORTHWEST OF THE STATION,
 KF0929'30 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 1 FOOT SOUTH OF
 KF0929'FENCE CORNER, 1 FOOT EAST OF POWER LINE POLE AND 2-1/2 FEET WEST
 KF0929'OF WITNESS POST.  IT IS STAMPED HOLLIS 1950 AND PROJECTS 6
 KF0929'INCHES.
 KF0929'
 KF0929'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HOLLIS, GO
 KF0929'NORTH TO CROSSROAD AND SCHOOL HOUSE IN SOUTHEAST ANGLE, TURN RIGHT
 KF0929'AND GO EAST FOR 1.6 MILES TO THE AZIMUTH MARK ON THE NORTH SIDE
 KF0929'JUST SOUTHEAST OF FARM HOUSE AS DESCRIBED, CONTINUE EAST FOR 0.2
 KF0929'MILE TO CROSSROAD, CONTINUE EAST FOR 0.25 MILE TO TOP OF HILL.
 KF0929'FROM THIS POINT STATION IS ABOUT 0.15 MILE SOUTH OF ROAD ON THE
 KF0929'HIGHEST POINT OF HILL AS DESCRIBED.
 KF0929'
 KF0929'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0808 ***********************************************************************
 KE0808  DESIGNATION -  HOLTON
 KE0808  PID         -  KE0808
 KE0808  STATE/COUNTY-  KS/JACKSON
 KE0808  USGS QUAD   -  HOLTON (1978)
 KE0808
 KE0808                         *CURRENT SURVEY CONTROL
 KE0808  ___________________________________________________________________
 KE0808* NAD 83(1997)-  39 27 59.24157(N)    095 44 59.66492(W)     ADJUSTED  
 KE0808* NAVD 88     -       345.320  (meters)    1132.94   (feet)  ADJUSTED  
 KE0808  ___________________________________________________________________
 KE0808  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 KE0808  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 KE0808  DYNAMIC HT  -         345.103 (meters)    1132.23  (feet)  COMP
 KE0808  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 KE0808
 KE0808  HORZ ORDER  -  SECOND
 KE0808  VERT ORDER  -  SECOND    CLASS 0
 KE0808
 KE0808.The horizontal coordinates were established by classical geodetic methods
 KE0808.and adjusted by the National Geodetic Survey in October 1998..
 KE0808
 KE0808.The orthometric height was determined by differential leveling
 KE0808.and adjusted by the National Geodetic Survey in June 1991..
 KE0808
 KE0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0808
 KE0808.The geoid height was determined by GEOID03.
 KE0808
 KE0808.The dynamic height is computed by dividing the NAVD 88
 KE0808.geopotential number by the normal gravity value computed on the
 KE0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0808.degrees latitude (g = 980.6199 gals.).
 KE0808
 KE0808.The modeled gravity was interpolated from observed gravity values.
 KE0808
 KE0808;                    North         East     Units Scale Factor Converg.
 KE0808;SPC KS N     -   128,196.382   593,604.286   MT  0.99996392   +1 25 25.2
 KE0808;UTM  15      - 4,372,151.748   263,434.481   MT  1.00028908   -1 44 55.4
 KE0808
 KE0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0808!SPC KS N     -   0.99995068  x   0.99996392  =   0.99991460
 KE0808!UTM  15      -   0.99995068  x   1.00028908  =   1.00023974
 KE0808
 KE0808|---------------------------------------------------------------------|
 KE0808| PID    Reference Object                     Distance      Geod. Az  |
 KE0808|                                                           dddmmss.s |
 KE0808| KE0809 HOLTON RM 1                          30.396 METERS 01315     |
 KE0808| KE0810 HOLTON RM 2                          39.987 METERS 06921     |
 KE0808| CL7097 HOLTON AZ MK                                       3141333.1 |
 KE0808|---------------------------------------------------------------------|
 KE0808
 KE0808                          SUPERSEDED SURVEY CONTROL
 KE0808
 KE0808  NAD 83(1997)-  39 27 59.24813(N)    095 44 59.66298(W) AD(       ) 2
 KE0808  NAD 83(1986)-  39 27 59.24832(N)    095 44 59.66087(W) AD(       ) 2
 KE0808  NAD 27      -  39 27 59.26400(N)    095 44 58.72800(W) AD(       ) 2
 KE0808  NGVD 29 (??/??/92)  345.207  (m)         1132.57   (f) ADJ UNCH    2 0
 KE0808
 KE0808.Superseded values are not recommended for survey control.
 KE0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0808.See file dsdata.txt to determine how the superseded data were derived.
 KE0808
 KE0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6343472152(NAD 83)
 KE0808_MARKER: DS = TRIANGULATION STATION DISK
 KE0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0808_STAMPING: HOLTON 1934
 KE0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0808+STABILITY: SURFACE MOTION
 KE0808
 KE0808  HISTORY     - Date     Condition        Report By
 KE0808  HISTORY     - 1934     MONUMENTED       CGS
 KE0808  HISTORY     - 1950     GOOD             CGS
 KE0808  HISTORY     - 1950     GOOD             NGS
 KE0808  HISTORY     - 1971     GOOD             USAF
 KE0808
 KE0808                          STATION DESCRIPTION
 KE0808
 KE0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KE0808'ON A HIGH HILL JUST OUTSIDE THE TOWN OF HOLTON, ON PROPERTY OWNED
 KE0808'BY THE TOWN AND OCCUPIED BY THE TOWN STANDPIPE.  IT IS IN THE
 KE0808'SOUTHWEST QUARTER SEC. 1, T. 7 N., R. 15 E.  STATION AND
 KE0808'UNDERGROUND MARKS SET AS DESCRIBED.
 KE0808'
 KE0808'TO REACH FROM HOLTON (NORTHWEST CORNER OF SQUARE), GO NORTH ON NEW
 KE0808'YORK STREET ONE BLOCK, THENCE WEST ON SIXTH STREET 0.6 MILE TO
 KE0808'STANDPIPE AND STATION.  MARK IS 64.3 FEET NORTH OF CENTERLINE OF
 KE0808'SIXTH STREET, 22.0 FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH LANE
 KE0808'AND 25.9 FEET SOUTHWEST OF EDGE OF STANDPIPE.
 KE0808'
 KE0808'REFERENCE MARK NO. 1 IS 30.396 METERS (99.73 FEET) NORTH
 KE0808'OF STATION 1.5 FEET SOUTH OF FENCE AND 51.8 FEET NORTH OF EDGE OF
 KE0808'STANDPIPE, AND 44.0 FEET EAST OF CENTERLINE OF LANE.
 KE0808'
 KE0808'REFERENCE MARK NO. 2 IS 39.987 METERS (131.19 FEET)
 KE0808'EAST OF STATION, 57.2 FEET WEST OF CENTERLINE OF IDAHO STREET,
 KE0808'108.0 FEET NORTH OF CENTERLINE OF SIXTH STREET AND 88.7 FEET EAST
 KE0808'OF STANDPIPE.
 KE0808'
 KE0808'AZIMUTH MARK IS ABOUT 2.0 MILES NORTHWEST OF STATION, TO
 KE0808'REACH FROM STATION, GO 0.3 MILE WEST ON GRAVEL ROAD, THENCE NORTH
 KE0808'1.8 MILES, THENCE WEST 1.0 MILE, THENCE SOUTH 0.4 MILE.  MARK IS ON
 KE0808'EAST SIDE OF ROAD 3.4 FEET SOUTH OF FIFTH TELEPHONE POLE NORTH OF
 KE0808'RAILROAD CROSSING, 32.4 FEET EAST OF CENTERLINE OF ROAD, 0.15
 KE0808'MILE NORTH OF RAILROAD CROSSING, IN THE WEST EDGE OF A CULTIVATED
 KE0808'FIELD.
 KE0808'
 KE0808'HEIGHT OF LIGHT ABOVE STATION MARK - 3.6 METERS.
 KE0808
 KE0808                          STATION RECOVERY (1950)
 KE0808
 KE0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KE0808'THE STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED AND
 KE0808'FOUND IN GOOD CONDITION.  ADDITIONAL REFERENCE MEASUREMENTS WERE
 KE0808'MADE, ALSO SOME CORRECTIONS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KE0808'
 KE0808'STATION IS LOCATED ON A HIGH HILL AT THE NW EDGE OF THE TOWN OF
 KE0808'HOLTON, ON PROPERTY OWNED BY THE TOWN AND OCCUPIED BY THE
 KE0808'STANDPIPE, 63 FEET N OF THE CENTER LINE OF SIXTH STREET, 41 FEET
 KE0808'NE OF A SE FENCE CORNER, 40 FEET NNE OF POWER POLE WITH
 KE0808'TRANSFORMER, 26 FEET SW OF THE STANDPIPE, AND 22 FEET E OF THE
 KE0808'CENTER LINE OF TRACK ROAD.  THE MARK IS FLUSH WITH THE SURFACE
 KE0808'OF THE GROUND AND IS STAMPED HOLTON 1934.  STATION AND
 KE0808'UNDERGROUND MARKS ARE STANDARD STATION DISKS SET IN CONCRETE.
 KE0808'
 KE0808'R.M. 1 IS 30.396 METERS (99.73 FEET) N OF THE STATION AT THE S EDGE
 KE0808'OF A HEDGEROW OF TREES, 58 FEET N OF THE STANDPIPE, AND 44 FEET E
 KE0808'OF TRACK ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 KE0808'HOLTON NO 1 1934.  THE MARK IS A STANDARD REFERENCE DISK SET IN
 KE0808'CONCRETE.
 KE0808'
 KE0808'R.M. 2 IS 39.987 METERS (131.19 FEET) ENE OF THE STATION, 110 FEET
 KE0808'N OF THE CENTER LINE OF SIXTH STREET, 88.7 FEET E OF THE STANDPIPE,
 KE0808'54 FEET W OF THE CENTER LINE OF IDAHO STREET, AND 75 FEET NNW OF A
 KE0808'FIREPLUG.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 KE0808'STAMPED HOLTON NO 2 1934.  THE MARK IS A STANDARD REFERENCE DISK
 KE0808'SET IN CONCRETE.
 KE0808'
 KE0808'AZIMUTH MARK IS 2.0 MILES NW OF THE STATION, 6 POLES N OF A POINT
 KE0808'WHERE HIGH-VOLTAGE LINE CROSSES ROAD, 500 FEET N OF WOOD BRIDGE
 KE0808'ACROSS DITCH INTO FIELD E, AND 32 FEET E OF THE CENTER LINE OF
 KE0808'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HOLTON AZI
 KE0808'1934.  THE MARK IS A STANDARD AZIMUTH DISK SET IN CONCRETE.
 KE0808'
 KE0808'TO REACH THE STATION FROM THE NW CORNER OF THE SQUARE IN HOLTON, GO
 KE0808'N ON NEW YORK STREET FOR ONE BLOCK TO SIXTH STREET.  TURN LEFT AND
 KE0808'GO W FOR 0.6 MILE TO THE STANDPIPE AND THE STATION.
 KE0808'
 KE0808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W 0.35 MILE ON GRAVEL
 KE0808'ROAD.  TURN RIGHT AND GO N FOR 1.8 MILES, THENCE W FOR 1.0 MILE,
 KE0808'THENCE S FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KE0808
 KE0808                          STATION RECOVERY (1950)
 KE0808
 KE0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0808'AT HOLTON.
 KE0808'AT HOLTON, JACKSON COUNTY, AT THE NORTHWEST EDGE OF TOWN, AT
 KE0808'THE STANDPIPE, 63 FEET NORTH OF THE CENTERLINE OF SIXTH STREET,
 KE0808'41 FEET NORTHEAST OF A SOUTHEAST FENCE CORNER, 40 FEET NORTH
 KE0808'NORTHEAST OF A POWER TRANSMISSION LINE POLE WITH A TRANSFORMER,
 KE0808'26 FEET SOUTHWEST OF THE STANDPIPE, AND 22 FEET EAST OF THE
 KE0808'CENTERLINE OF A TRACK ROAD.  A STANDARD TRIANGULATION STATION
 KE0808'DISK, STAMPED HOLTON 1934 AND SET IN THE TOP OF A CONCRETE
 KE0808'POST FLUSH WITH THE GROUND.
 KE0808
 KE0808                          STATION RECOVERY (1971)
 KE0808
 KE0808'RECOVERY NOTE BY US AIR FORCE 1971 (DMS)
 KE0808'HOLTON 1934 - GOOD.  MARK BURIED 1 IN BELOW GRASS COVER.
 KE0808'
 KE0808'HOLTON NO 2 1934-GOOD.
 KE0808'
 KE0808'RM 1 NOT RECOVERED WHOLLY DUE TO SNOW COVER.
 KE0808'
 KE0808'PROPERTY OWNER IS STILL THE TOWN OF HOLTON.
 KE0808'
 KE0808'DESCRIPTION IS GENERALLY CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1211 ***********************************************************************
 KE1211  DESIGNATION -  HOLTON COOP ELEVATOR
 KE1211  PID         -  KE1211
 KE1211  STATE/COUNTY-  KS/JACKSON
 KE1211  USGS QUAD   -  HOLTON (1978)
 KE1211
 KE1211                         *CURRENT SURVEY CONTROL
 KE1211  ___________________________________________________________________
 KE1211* NAD 83(1997)-  39 27 56.81471(N)    095 43 41.59418(W)     ADJUSTED  
 KE1211* NAVD 88     -                                                        
 KE1211  ___________________________________________________________________
 KE1211  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 KE1211  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 KE1211
 KE1211  HORZ ORDER  -  THIRD
 KE1211
 KE1211.The horizontal coordinates were established by classical geodetic methods
 KE1211.and adjusted by the National Geodetic Survey in October 1998..
 KE1211
 KE1211
 KE1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1211
 KE1211.The geoid height was determined by GEOID03.
 KE1211
 KE1211;                    North         East     Units Scale Factor Converg.
 KE1211;SPC KS N     -   128,168.151   595,471.725   MT  0.99996388   +1 26 14.6
 KE1211;UTM  15      - 4,372,020.175   265,298.092   MT  1.00027827   -1 44 05.6
 KE1211
 KE1211                          SUPERSEDED SURVEY CONTROL
 KE1211
 KE1211  NAD 83(1997)-  39 27 56.82165(N)    095 43 41.59108(W) AD(       ) 4
 KE1211  NAD 83(1986)-  39 27 56.82127(N)    095 43 41.58986(W) AD(       ) 4
 KE1211  NAD 27      -  39 27 56.82900(N)    095 43 40.65300(W) AD(       ) 3
 KE1211
 KE1211.Superseded values are not recommended for survey control.
 KE1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1211.See file dsdata.txt to determine how the superseded data were derived.
 KE1211
 KE1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6529872020(NAD 83)
 KE1211_MARKER: 65 = GRAIN ELEVATOR
 KE1211
 KE1211  HISTORY     - Date     Condition        Report By
 KE1211  HISTORY     - 1960     FIRST OBSERVED   CGS
 KE1211
 KE1211                          STATION DESCRIPTION
 KE1211
 KE1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1211'THE STATION IS IN THE EAST PART OF THE CITY OF HOLTON, 330 FEET
 KE1211'NORTH OF FIFTH STREET, 225 FEET SOUTH OF SIXTH STREET, 90 FEET
 KE1211'WEST OF THE RAILROAD TRACKS AND 45 FEET EAST OF MINNESOTA AVENUE.
 KE1211'IT HAS AN OVER-ALL HEIGHT OF 140 FEET AND THE TOP AND CENTER WAS
 KE1211'THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1210 ***********************************************************************
 KE1210  DESIGNATION -  HOLTON MUNICIPAL STANDPIPE
 KE1210  PID         -  KE1210
 KE1210  STATE/COUNTY-  KS/JACKSON
 KE1210  USGS QUAD   -  HOLTON (1978)
 KE1210
 KE1210                         *CURRENT SURVEY CONTROL
 KE1210  ___________________________________________________________________
 KE1210* NAD 83(1997)-  39 27 59.51405(N)    095 44 59.35262(W)     ADJUSTED  
 KE1210* NAVD 88     -                                                        
 KE1210  ___________________________________________________________________
 KE1210  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 KE1210  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 KE1210
 KE1210  HORZ ORDER  -  THIRD
 KE1210
 KE1210.The horizontal coordinates were established by classical geodetic methods
 KE1210.and adjusted by the National Geodetic Survey in October 1998..
 KE1210
 KE1210
 KE1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1210
 KE1210.The geoid height was determined by GEOID03.
 KE1210
 KE1210;                    North         East     Units Scale Factor Converg.
 KE1210;SPC KS N     -   128,204.968   593,611.540   MT  0.99996393   +1 25 25.4
 KE1210;UTM  15      - 4,372,159.922   263,442.202   MT  1.00028904   -1 44 55.2
 KE1210
 KE1210                          SUPERSEDED SURVEY CONTROL
 KE1210
 KE1210  NAD 83(1997)-  39 27 59.52094(N)    095 44 59.34970(W) AD(       ) 4
 KE1210  NAD 83(1986)-  39 27 59.52073(N)    095 44 59.34823(W) AD(       ) 4
 KE1210  NAD 27      -  39 27 59.54400(N)    095 44 58.40200(W) AD(       ) 3
 KE1210
 KE1210.Superseded values are not recommended for survey control.
 KE1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1210.See file dsdata.txt to determine how the superseded data were derived.
 KE1210
 KE1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6344272160(NAD 83)
 KE1210_MARKER: 52 = STANDPIPE TANK
 KE1210
 KE1210  HISTORY     - Date     Condition        Report By
 KE1210  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1210  HISTORY     - 1960     GOOD             CGS
 KE1210
 KE1210                          STATION DESCRIPTION
 KE1210
 KE1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1210'THE STATION IS IN THE NORTHWEST PART OF HOLTON, 240 FEET EAST OF
 KE1210'MONTANA AVENUE, 120 FEET WEST OF IDAHO AVENUE AND 75 FEET NORTH OF
 KE1210'SIXTH STREET.  IT HAS AN OVER-ALL HEIGHT OF 80 FEET AND THE BALL AT
 KE1210'THE APEX WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0809 ***********************************************************************
 KE0809  DESIGNATION -  HOLTON RM 1
 KE0809  PID         -  KE0809
 KE0809  STATE/COUNTY-  KS/JACKSON
 KE0809  USGS QUAD   -  HOLTON (1978)
 KE0809
 KE0809                         *CURRENT SURVEY CONTROL
 KE0809  ___________________________________________________________________
 KE0809* NAD 83(1986)-  39 27 59.     (N)    095 44 59.     (W)     SCALED    
 KE0809* NAVD 88     -       345.087  (meters)    1132.17   (feet)  ADJUSTED  
 KE0809  ___________________________________________________________________
 KE0809  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 KE0809  DYNAMIC HT  -         344.870 (meters)    1131.46  (feet)  COMP
 KE0809  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 KE0809
 KE0809  VERT ORDER  -  SECOND    CLASS 0
 KE0809
 KE0809.The horizontal coordinates were scaled from a topographic map and have
 KE0809.an estimated accuracy of +/- 6 seconds.
 KE0809
 KE0809.The orthometric height was determined by differential leveling
 KE0809.and adjusted by the National Geodetic Survey in June 1991..
 KE0809
 KE0809.The geoid height was determined by GEOID03.
 KE0809
 KE0809.The dynamic height is computed by dividing the NAVD 88
 KE0809.geopotential number by the normal gravity value computed on the
 KE0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0809.degrees latitude (g = 980.6199 gals.).
 KE0809
 KE0809.The modeled gravity was interpolated from observed gravity values.
 KE0809
 KE0809;                    North         East    Units  Estimated Accuracy
 KE0809;SPC KS N     -   128,190.      593,620.      MT  (+/- 180 meters Scaled)
 KE0809
 KE0809                          SUPERSEDED SURVEY CONTROL
 KE0809
 KE0809  NGVD 29 (??/??/92)  344.974  (m)         1131.80   (f) ADJ UNCH    2 0
 KE0809
 KE0809.Superseded values are not recommended for survey control.
 KE0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0809.See file dsdata.txt to determine how the superseded data were derived.
 KE0809
 KE0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD634721(NAD 83)
 KE0809_MARKER: DR = REFERENCE MARK DISK
 KE0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0809_STAMPING: HOLTON NO 1 1934
 KE0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0809+STABILITY: SURFACE MOTION
 KE0809
 KE0809  HISTORY     - Date     Condition        Report By
 KE0809  HISTORY     - 1934     MONUMENTED       CGS
 KE0809  HISTORY     - 1950     GOOD             NGS
 KE0809
 KE0809                          STATION DESCRIPTION
 KE0809
 KE0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0809'AT HOLTON.
 KE0809'AT HOLTON, JACKSON COUNTY, AT THE NORTHWEST EDGE OF TOWN, AT
 KE0809'THE STANDPIPE, 44 FEET EAST OF THE CENTERLINE OF A TRACK ROAD,
 KE0809'58 FEET NORTH OF THE STANDPIPE, AND AT THE SOUTH EDGE OF A
 KE0809'ROW OF TREES.  A STANDARD REFERENCE MARK DISK, STAMPED HOLTON
 KE0809'NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 KE0809'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0810 ***********************************************************************
 KE0810  DESIGNATION -  HOLTON RM 2
 KE0810  PID         -  KE0810
 KE0810  STATE/COUNTY-  KS/JACKSON
 KE0810  USGS QUAD   -  HOLTON (1978)
 KE0810
 KE0810                         *CURRENT SURVEY CONTROL
 KE0810  ___________________________________________________________________
 KE0810* NAD 83(1986)-  39 27 59.     (N)    095 44 59.     (W)     SCALED    
 KE0810* NAVD 88     -       343.781  (meters)    1127.89   (feet)  ADJUSTED  
 KE0810  ___________________________________________________________________
 KE0810  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 KE0810  DYNAMIC HT  -         343.564 (meters)    1127.18  (feet)  COMP
 KE0810  MODELED GRAV-     979,986.8   (mgal)                       NAVD 88
 KE0810
 KE0810  VERT ORDER  -  SECOND    CLASS 0
 KE0810
 KE0810.The horizontal coordinates were scaled from a topographic map and have
 KE0810.an estimated accuracy of +/- 6 seconds.
 KE0810
 KE0810.The orthometric height was determined by differential leveling
 KE0810.and adjusted by the National Geodetic Survey in June 1991..
 KE0810
 KE0810.The geoid height was determined by GEOID03.
 KE0810
 KE0810.The dynamic height is computed by dividing the NAVD 88
 KE0810.geopotential number by the normal gravity value computed on the
 KE0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0810.degrees latitude (g = 980.6199 gals.).
 KE0810
 KE0810.The modeled gravity was interpolated from observed gravity values.
 KE0810
 KE0810;                    North         East    Units  Estimated Accuracy
 KE0810;SPC KS N     -   128,190.      593,620.      MT  (+/- 180 meters Scaled)
 KE0810
 KE0810                          SUPERSEDED SURVEY CONTROL
 KE0810
 KE0810  NGVD 29 (??/??/92)  343.668  (m)         1127.52   (f) ADJ UNCH    2 0
 KE0810
 KE0810.Superseded values are not recommended for survey control.
 KE0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0810.See file dsdata.txt to determine how the superseded data were derived.
 KE0810
 KE0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD634721(NAD 83)
 KE0810_MARKER: DR = REFERENCE MARK DISK
 KE0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0810_STAMPING: HOLTON NO 2 1934
 KE0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0810+STABILITY: SURFACE MOTION
 KE0810
 KE0810  HISTORY     - Date     Condition        Report By
 KE0810  HISTORY     - 1934     MONUMENTED       CGS
 KE0810  HISTORY     - 1950     GOOD             NGS
 KE0810
 KE0810                          STATION DESCRIPTION
 KE0810
 KE0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0810'AT HOLTON.
 KE0810'AT HOLTON, JACKSON COUNTY, AT THE NORTHWEST EDGE OF TOWN, AT
 KE0810'THE STANDPIPE, 110 FEET NORTH OF THE CENTERLINE OF SIXTH STREET,
 KE0810'88.7 FEET EAST OF THE STANDPIPE, 54 FEET WEST OF THE CENTERLINE
 KE0810'OF IDAHO STREET, AND 75 FEET NORTH NORTHWEST OF A FIRE PLUG.
 KE0810'A STANDARD REFERENCE MARK DISK, STAMPED HOLTON NO 2 1934 AND
 KE0810'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 KE0810'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0709 ***********************************************************************
 JG0709  DESIGNATION -  HOLYROOD MUNICIPAL TANK
 JG0709  PID         -  JG0709
 JG0709  STATE/COUNTY-  KS/ELLSWORTH
 JG0709  USGS QUAD   -  HOLYROOD (1964)
 JG0709
 JG0709                         *CURRENT SURVEY CONTROL
 JG0709  ___________________________________________________________________
 JG0709* NAD 83(1997)-  38 35 21.24467(N)    098 24 40.78992(W)     ADJUSTED  
 JG0709* NAVD 88     -                                                        
 JG0709  ___________________________________________________________________
 JG0709  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 JG0709  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 JG0709
 JG0709  HORZ ORDER  -  THIRD
 JG0709
 JG0709.The horizontal coordinates were established by classical geodetic methods
 JG0709.and adjusted by the National Geodetic Survey in October 1998..
 JG0709
 JG0709
 JG0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0709
 JG0709.The geoid height was determined by GEOID03.
 JG0709
 JG0709;                    North         East     Units Scale Factor Converg.
 JG0709;SPC KS N     -    28,489.247   364,162.111   MT  1.00002301   -0 15 36.9
 JG0709;SPC KS S     -   613,387.451   407,725.364   MT  1.00000454   +0 03 16.2
 JG0709;UTM  14      - 4,271,359.390   551,267.536   MT  0.99963237   +0 22 01.8
 JG0709
 JG0709                          SUPERSEDED SURVEY CONTROL
 JG0709
 JG0709  NAD 83(1986)-  38 35 21.25229(N)    098 24 40.78958(W) AD(       ) 4
 JG0709  NAD 27      -  38 35 21.21600(N)    098 24 39.55300(W) AD(       ) 3
 JG0709
 JG0709.Superseded values are not recommended for survey control.
 JG0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0709.See file dsdata.txt to determine how the superseded data were derived.
 JG0709
 JG0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5126871359(NAD 83)
 JG0709_MARKER: 53 = ELEVATED TANK
 JG0709
 JG0709  HISTORY     - Date     Condition        Report By
 JG0709  HISTORY     - 1952     FIRST OBSERVED   CGS
 JG0709
 JG0709                          STATION DESCRIPTION
 JG0709
 JG0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0709'THE STATION IS LOCATED IN THE TOWN OF HOLYROOD, ABOUT 1/2 MILE
 JG0709'WEST OF STATE HIGHWAY 45 AND 0.15 MILE NORTH OF A RAILROAD TRACK.
 JG0709'IT IS AN ELEVATED TANK, SILVER IN COLOR, ABOUT 130 FEET HIGH
 JG0709'AND THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1002 ***********************************************************************
 KF1002  DESIGNATION -  HOME
 KF1002  PID         -  KF1002
 KF1002  STATE/COUNTY-  KS/MARSHALL
 KF1002  USGS QUAD   -  BEATTIE (1966)
 KF1002
 KF1002                         *CURRENT SURVEY CONTROL
 KF1002  ___________________________________________________________________
 KF1002* NAD 83(1997)-  39 51 28.38066(N)    096 28 32.74951(W)     ADJUSTED  
 KF1002* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 KF1002  ___________________________________________________________________
 KF1002  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 KF1002  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 KF1002
 KF1002  HORZ ORDER  -  SECOND
 KF1002
 KF1002.The horizontal coordinates were established by classical geodetic methods
 KF1002.and adjusted by the National Geodetic Survey in October 1998..
 KF1002
 KF1002.The orthometric height was scaled from a topographic map.
 KF1002
 KF1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1002
 KF1002.The geoid height was determined by GEOID03.
 KF1002
 KF1002;                    North         East     Units Scale Factor Converg.
 KF1002;SPC KS N     -   170,347.442   530,425.375   MT  1.00001294   +0 57 51.9
 KF1002;UTM  14      - 4,415,033.301   715,926.685   MT  1.00017403   +1 37 06.1
 KF1002
 KF1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1002!SPC KS N     -   0.99993433  x   1.00001294  =   0.99994727
 KF1002!UTM  14      -   0.99993433  x   1.00017403  =   1.00010835
 KF1002
 KF1002:                Primary Azimuth Mark                     Grid Az
 KF1002:SPC KS N     -  SUMMERFIELD MUNICIPAL TANK               033 53 21.8
 KF1002:UTM  14      -  SUMMERFIELD MUNICIPAL TANK               033 14 07.6
 KF1002
 KF1002|---------------------------------------------------------------------|
 KF1002| PID    Reference Object                     Distance      Geod. Az  |
 KF1002|                                                           dddmmss.s |
 KF1002| KF0993 SUMMERFIELD MUNICIPAL TANK          APPROX.19.1 KM 0345113.7 |
 KF1002| CL7102 HOME RM 3                            18.115 METERS 04937     |
 KF1002| KF1001 BEATTIE MUNICIPAL TANK              APPROX. 5.0 KM 0832851.7 |
 KF1002| KF1000 BEATTIE ST MALACHYS CHURCH          APPROX. 4.6 KM 0861752.3 |
 KF1002| CL7100 HOME RM 1                            31.376 METERS 09111     |
 KF1002| CL7101 HOME RM 2                            36.082 METERS 18223     |
 KF1002| CL7103 HOME RM 4                            31.955 METERS 19020     |
 KF1002| CL7098 HOME AZ MK                                         2234850.0 |
 KF1002| KF1135 HOME ZIONS LUTHERAN CH SPIRE        APPROX. 4.3 KM 2450941.5 |
 KF1002| CL7099 HOME AZ MK 2                                       2594027.5 |
 KF1002| KF1141 MARYSVILLE MARSHALL CO CTHSE        APPROX.14.4 KM 2624654.0 |
 KF1002| KF1142 MARSVILLE MUNICIPAL STANDPIPE       APPROX.13.9 KM 2625700.8 |
 KF1002| KF1137 MARYSVILLE ST GREGORY CHURCH        APPROX.14.3 KM 2632131.8 |
 KF1002| CL7104 HOME RM 5 AZIMUTH                                  30759     |
 KF1002| KF1132 OKETO MUNICIPAL TANK                APPROX.15.5 KM 3184429.2 |
 KF1002|---------------------------------------------------------------------|
 KF1002
 KF1002                          SUPERSEDED SURVEY CONTROL
 KF1002
 KF1002  NAD 83(1997)-  39 51 28.38188(N)    096 28 32.74942(W) AD(       ) 2
 KF1002  NAD 83(1986)-  39 51 28.38657(N)    096 28 32.74576(W) AD(       ) 2
 KF1002  NAD 27      -  39 51 28.38400(N)    096 28 31.69300(W) AD(       ) 2
 KF1002
 KF1002.Superseded values are not recommended for survey control.
 KF1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1002.See file dsdata.txt to determine how the superseded data were derived.
 KF1002
 KF1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK1592715033(NAD 83)
 KF1002_MARKER: DS = TRIANGULATION STATION DISK
 KF1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1002
 KF1002  HISTORY     - Date     Condition        Report By
 KF1002  HISTORY     - 1947     MONUMENTED       CGS
 KF1002  HISTORY     - 1950     GOOD             CGS
 KF1002  HISTORY     - 1965     GOOD             CGS
 KF1002  HISTORY     - 1966     GOOD             CGS
 KF1002  HISTORY     - 1973     GOOD             NGS
 KF1002
 KF1002                          STATION DESCRIPTION
 KF1002
 KF1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1002'THE STATION IS LOCATED ABOUT 9.0 MILES EAST-NORTHEAST OF
 KF1002'MARYSVILLE, 3.0 MILES WEST OF BEATTIE AND 2.5 MILES EAST-NORTHEAST
 KF1002'OF HOME CITY, ON LAND OWNED AND OCCUPIED BY MR. LEO A. KEATING.
 KF1002'IT IS ABOUT 0.05 MILE NORTHWEST OF THE KEATING FARM HOUSE IN THE
 KF1002'WEST EDGE OF THE ORCHARD, 13 FEET EAST OF THE NORTH-SOUTH FENCE
 KF1002'LINE, 100 FEET NORTH OF THE WIRE GATE INTO ORCHARD AND 12 FEET
 KF1002'EAST OF A WHITE WITNESS POST.  IT IS STAMPED HOME 1947 AND SET
 KF1002'FLUSH WITH THE GROUND SURFACE.
 KF1002'
 KF1002'REFERENCE MARK NO 1 IS EAST OF THE STATION, 1 FOOT WEST OF THE
 KF1002'NORTH-SOUTH FENCE LINE AND ON THE EAST SIDE OF THE ORCHARD.  IT
 KF1002'IS STAMPED HOME NO 1 1947 AND PROJECTS 6 INCHES.
 KF1002'
 KF1002'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 1 FOOT NORTH OF
 KF1002'EAST-WEST FENCE LINE AND 12 FEET EAST OF THE T-FENCE LINE
 KF1002'INTERSECTION.  IT IS STAMPED HOME NO 2 1947 AND PROJECTS 6 INCHES.
 KF1002'
 KF1002'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTHWEST OF THE STATION, 20
 KF1002'FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD, 1 FOOT WEST
 KF1002'OF NORTH-SOUTH FENCE LINE AND 2 FEET SOUTH OF WHITE WITNESS POST.
 KF1002'IT IS STAMPED HOME 1947 AND PROJECTS 6 INCHES.
 KF1002'
 KF1002'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND
 KF1002'36 IN EAST EDGE OF MARYSVILLE, GO EAST ON U.S. 36 FOR 6.8 MILES
 KF1002'TO THE VILLAGE OF HOME CITY, CONTINUE EAST ON 36 FOR 2.0 MILES
 KF1002'TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.8 MILE TO THE AZIMUTH
 KF1002'MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTH ON DIRT ROAD FOR
 KF1002'0.2 MILE, THENCE RIGHT EAST FOR 0.2 MILE, BEAR LEFT AND GO
 KF1002'NORTHEASTERLY ON PRIVATE DRIVEWAY FOR 0.2 MILE TO THE KEATING
 KF1002'FARM HOUSE AND STATION AS DESCRIBED.
 KF1002'
 KF1002'AN 87 FOOT SIGNAL AT STATION BROOKS IS VISIBLE AT 37 FEET
 KF1002'
 KF1002'A 74 FOOT SIGNAL AT STATION OIKLE IS VISIBLE AT 37 FEET
 KF1002'
 KF1002'A 74 FOOT SIGNAL AT STATION BIGELOW IS V.G
 KF1002'
 KF1002'A 74 FOOT SIGNAL AT STATION WINIFRED IS V.G
 KF1002'
 KF1002'A 74 FOOT SIGNAL AT STATION COTTAGE HILL IS V.G
 KF1002'
 KF1002'A 74 FOOT SIGNAL AT STATION JOHNSTON IS V.G
 KF1002'
 KF1002'A 74 FOOT SIGNAL AT STATION FAIRFIELD IS V.G
 KF1002'
 KF1002'A 4 FOOT SIGNAL AT STATION MARYSVILLE IS VISIBLE AT 37 FEET
 KF1002'
 KF1002'A 74 FOOT SIGNAL AT STATION HULL IS VISIBLE AT 37 FEET
 KF1002'
 KF1002'A 74 FOOT SIGNAL AT STATION MALICKY IS VISIBLE AT 37 FEET
 KF1002'
 KF1002'A 74 FOOT SIGNAL AT STATION SUMMERFIELD IS VISIBLE AT 37 FEET
 KF1002'
 KF1002'A 4 FOOT SIGNAL AT STATION SUMMIT IS VISIBLE AT 37 FEET
 KF1002'
 KF1002'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1002
 KF1002                          STATION RECOVERY (1950)
 KF1002
 KF1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF1002'THE STATION AND REFERENCE MARKS WERE RECOVERED AND ARE IN
 KF1002'EXCELLENT CONDITION.  THE STATION WAS RECOVERED TO ESTABLISH A NEW
 KF1002'AZIMUTH MARK, THE OLD AZIMUTH MARK WAS DISTURBED WHEN THE ROAD BED
 KF1002'WAS WIDENED.  A COMPLETE DESCRIPTION FOLLOWS-
 KF1002'
 KF1002'THE STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF MARYSVILLE,
 KF1002'3 MILES WEST OF BEATTIE AND 2.5 MILES EAST-NORTHEAST OF HOME
 KF1002'CITY, ON LAND OWNED AND OCCUPIED BY MR. LEO A. KEATING.  IT IS
 KF1002'ABOUT 0.05 MILE NORTHWEST OF THE KEATING FARM HOUSE IN THE WEST
 KF1002'EDGE OF THE ORCHARD, 100 FEET NORTH OF THE WIRE GATE INTO THE
 KF1002'ORCHARD, 13 FEET EAST OF THE NORTH-SOUTH FENCE LINE AND 12 FEET
 KF1002'EAST OF A WITNESS POST.  IT IS STAMPED HOME 1947 AND IS SET
 KF1002'FLUSH WITH THE SURFACE OF THE GROUND.
 KF1002'
 KF1002'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 1 FOOT WEST OF THE
 KF1002'NORTH-SOUTH FENCE LINE AND ON THE EAST SIDE OF THE ORCHARD.  IT
 KF1002'IS STAMPED HOME NO 1 1947 AND PROJECTS 6 INCHES
 KF1002'
 KF1002'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 12 FEET EAST OF THE
 KF1002'T-FENCE LINE INTERSECTION, AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 KF1002'LINE.  IT IS STAMPED HOME NO 2 1947 AND IT PROJECTS INCHES.
 KF1002'
 KF1002'THE AZIMUTH MARK IS 0.75 MILE WEST-SOUTHWEST OF THE STATION, 0.4
 KF1002'MILE WEST OF A CROSSROAD, 27 FEET SOUTH OF A GRADED ROAD, 15 FEET
 KF1002'WEST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A WITNESS POST
 KF1002'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED HOME
 KF1002'1950 AND IT PROJECTS 5 INCHES.
 KF1002'
 KF1002'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 36
 KF1002'IN THE EAST EDGE OF MARYSVILLE, GO EAST ON U.S. HIGHWAY 36 FOR
 KF1002'6.8 MILES TO THE VILLAGE OF HOME CITY.  CONTINUE EAST ON U.S.
 KF1002'HIGHWAY 36 FOR 2.0 MILES TO CROSSROADS, TURN LEFT AND GO NORTH
 KF1002'FOR 1 MILE TO CROSSROADS.  TURN RIGHT AND GO EAST FOR 0.4 MILE
 KF1002'TO DRIVEWAY, TURN LEFT ON DRIVEWAY AND GO 0.1 MILE TO THE
 KF1002'KEATING FARM HOUSE AND STATION AS DESCRIBED.
 KF1002'
 KF1002'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON THE
 KF1002'PRIVATE DRIVEWAY OF THE KEATING FARM FOR 0.1 MILE TO A GRADED
 KF1002'ROAD TURN RIGHT AND GO WEST FOR 0.4 MILE TO CROSSROADS CONTINUE
 KF1002'WEST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KF1002
 KF1002                          STATION RECOVERY (1965)
 KF1002
 KF1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1002'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 KF1002'IT IS 0.05 MILE NORTHWEST OF THE FARM HOUSE, AT THE SOUTH END AND
 KF1002'WEST EDGE OF AN AREA OF LOCUST TREES, 13 FEET EAST OF THE FENCE
 KF1002'LINE, 8 FEET EAST OF THE 3RD CEDAR TREE NORTH OF THE SOUTH END
 KF1002'OF THE ROW AND 109 FEET WEST OF THE NORTH ONE OF TWO SILOS.  AND
 KF1002'THE MONUMENT IS FLUSH WITH THE GROUND.
 KF1002'
 KF1002'THE TWO REFERENCE MARKS WERE NOT FOUND, PROBABLY COVERED OR
 KF1002'DESTROYED BY GRADING FOR WORK ON THE CONSTRUCTION OF THE TWO
 KF1002'SILOS.
 KF1002'
 KF1002'AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION AND
 KF1002'AS DESCRIBED, A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE
 KF1002'MARK.
 KF1002
 KF1002                          STATION RECOVERY (1966)
 KF1002
 KF1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1002'THE STATION AND AZIMUTH MARKS RECOVERED AS DESCRIBED AND FOUND
 KF1002'IN GOOD CONDITION.  NEITHER REFERENCE MARK WAS FOUND AND IF THEY
 KF1002'WERE IN PLACE THEY WOULD BE UNDERGROUND.  THE ANGLE TO THE AZIMUTH
 KF1002'MARK, WHICH WAS RESET IN 1950, FAILED TO CHECK BY 36.2 SECONDS.
 KF1002'TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 KF1002'
 KF1002'TO REACH FROM MARYSVILLE, FROM THE JUNCTION OF U.S. HIGHWAYS 36
 KF1002'AND 77 EAST OF THE BUSINESS DISTRICT, GO EAST ON U.S. 36 FOR 6.7
 KF1002'MILES TO THE CAUTION LIGHT AT HOME CITY, CONTINUE EAST ON
 KF1002'HIGHWAY FOR 2.1 MILES TO CROSSROADS, TURN LEFT AND GO NORTH FOR
 KF1002'1.0 MILE TO CROSSROADS, (TURN LEFT AND GO WEST FOR 0.4 MILE TO
 KF1002'AZIMUTH MARK ON LEFT), TURN RIGHT AND GO EAST FOR 0.4 MILE TO A
 KF1002'DRIVEWAY ON THE LEFT, TURN LEFT FOR 0.1 MILE TO FARMHOUSE,
 KF1002'CONTINUE NORTHWEST OF FARMHOUSE TO STATION AS DESCRIBED.
 KF1002'
 KF1002'THE STATION MARK IS 106 FEET NORTHWEST OF THE WEST EDGE OF THE
 KF1002'SOUTHWEST SILO, 61 FEET NORTHEAST OF THE CENTER OF A GATE LEADING
 KF1002'INTO A FIELD, 13 FEET EAST OF A NORTH-SOUTH FENCE AND 12 FEET
 KF1002'NORTHEAST OF A CEDAR TREE WITH A METAL WITNESS SIGN NAILED TO THE
 KF1002'EAST SIDE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HOME 1947.
 KF1002'
 KF1002'R.M. NO. 3 IS 81.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A
 KF1002'GROVE AND 59 FEET EAST OF A NORTH-SOUTH FENCE.  MARK PROJECTS 3
 KF1002'INCHES AND THE DISK IS STAMPED HOME NO 3 1947.
 KF1002'
 KF1002'R.M. NO. 4 IS 65.5 FEET SOUTHEAST OF THE CENTER OF A GATE LEADING
 KF1002'INTO FIELD AND IS 122 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 KF1002'SOUTH ONE OF TWO SILOS.  MARK PROJECTS 5 INCHES AND DISK IS
 KF1002'STAMPED HOME NO 4 1947.
 KF1002'
 KF1002'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTERLINE OF THE
 KF1002'EAST-WEST GRAVEL ROAD, 1 FOOT EAST OF A METAL WITNESS POST AND 1
 KF1002'FOOT NORTH OF EAST-WEST FENCE.  MARK PROJECTS 3 INCHES AND DISK
 KF1002'IS STAMPED HOME 1950.
 KF1002'
 KF1002'THE DISTANCE BETWEEN THE R.M. NO. 3 AND R.M. NO. 4 IS 155.46 FEET
 KF1002'(47.384 METERS).
 KF1002
 KF1002                          STATION RECOVERY (1973)
 KF1002
 KF1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KF1002'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND FOUND
 KF1002'IN GOOD CONDITION AND AS DESCRIBED IN THE 1966 DESCRIPTION.  THE
 KF1002'1966 AZIMUTH MARK WAS NOT FOUND AND IT IS BELIEVED IT HAD BEEN
 KF1002'DESTROYED AS THE FENCE AND WITNESS POST HAD BEEN REMOVED AND THE
 KF1002'AREA IS FARMED TO THE ROAD DITCH AT THIS TIME.  THE DESCRIPTION
 KF1002'OF THE ROUTE TO REACH THE STATION IS ADEQUATE.  REFERENCE MARK 5
 KF1002'WAS ESTABLISHED THIS DATE.
 KF1002'
 KF1002'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK 5.
 KF1002'
 KF1002'REFERENCE MARK 5 IS A STANDARD DISK STAMPED HOME 1947 NO 5 1973,
 KF1002'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A 10
 KF1002'INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE
 KF1002'AND GRAVEL AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 KF1002'26 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 18
 KF1002'FEET SOUTH OF THE CENTER OF A FIELD APPROACH, 1 FOOT SOUTH OF A
 KF1002'METAL WITNESS POST AND 6 INCHES WEST OF A NORTH-SOUTH FENCE.
 KF1002'
 KF1002'TO REACH REFERENCE MARK 5 FROM THE STATION, GO SOUTH ON FARM
 KF1002'DRIVEWAY FOR 0.15 MILE TO AN EAST-WEST GRAVELED ROAD.  TURN RIGHT
 KF1002'AND GO WEST ON THE GRAVELED ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN
 KF1002'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.4 MILE TO TOP OF
 KF1002'GRADE, A FIELD APPROACH ON THE LEFT AND A FIELD APPROACH AND
 KF1002'REFERENCE MARK 5 ON THE RIGHT.
 KF1002'
 KF1002'NOTE- THE STATION IS ON PROPERTY OWNED BY MR. LEO KEATING, HOME
 KF1002'CITY, KANSAS, 66438
 KF1002'
 KF1002'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES ENE
 KF1002'OF HOME CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1135 ***********************************************************************
 KF1135  DESIGNATION -  HOME ZIONS LUTHERAN CH SPIRE
 KF1135  PID         -  KF1135
 KF1135  STATE/COUNTY-  KS/MARSHALL
 KF1135  USGS QUAD   -  HOME (1966)
 KF1135
 KF1135                         *CURRENT SURVEY CONTROL
 KF1135  ___________________________________________________________________
 KF1135* NAD 83(1997)-  39 50 30.19789(N)    096 31 15.72019(W)     ADJUSTED  
 KF1135* NAVD 88     -                                                        
 KF1135  ___________________________________________________________________
 KF1135  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 KF1135  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 KF1135
 KF1135  HORZ ORDER  -  THIRD
 KF1135
 KF1135.The horizontal coordinates were established by classical geodetic methods
 KF1135.and adjusted by the National Geodetic Survey in October 1998..
 KF1135
 KF1135
 KF1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1135
 KF1135.The geoid height was determined by GEOID03.
 KF1135
 KF1135;                    North         East     Units Scale Factor Converg.
 KF1135;SPC KS N     -   168,488.946   526,581.414   MT  1.00000999   +0 56 08.7
 KF1135;UTM  14      - 4,413,130.794   712,103.588   MT  1.00015388   +1 35 19.6
 KF1135
 KF1135                          SUPERSEDED SURVEY CONTROL
 KF1135
 KF1135  NAD 83(1997)-  39 50 30.19926(N)    096 31 15.71951(W) AD(       ) 4
 KF1135  NAD 83(1986)-  39 50 30.20320(N)    096 31 15.71612(W) AD(       ) 4
 KF1135  NAD 27      -  39 50 30.19900(N)    096 31 14.66400(W) AD(       ) 3
 KF1135
 KF1135.Superseded values are not recommended for survey control.
 KF1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1135.See file dsdata.txt to determine how the superseded data were derived.
 KF1135
 KF1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK1210413131(NAD 83)
 KF1135_MARKER: 90 = CHURCH SPIRE
 KF1135
 KF1135  HISTORY     - Date     Condition        Report By
 KF1135  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1135  HISTORY     - 1965     GOOD             CGS
 KF1135  HISTORY     - 20050716 GOOD             USPSQD
 KF1135
 KF1135                          STATION DESCRIPTION
 KF1135
 KF1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1135'LOCATED AT THE NORTHEAST EDGE OF HOME ON U.S. HIGHWAY 36.
 KF1135'IT IS 62 FEET NORTH OF THE HIGHWAY AND 60 FEET EAST OF A
 KF1135'NORTH-SOUTH ROAD.
 KF1135'
 KF1135'THE SPIRE IS ON THE SOUTH END OF A WHITE FRAME CONSTRUCTION.
 KF1135'IT IS PAINTED GREEN AND HAS A SMALL BALL ON TOP.
 KF1135'
 KF1135'THE POINT INTERSECTED WAS THE APEX.
 KF1135
 KF1135                          STATION RECOVERY (1965)
 KF1135
 KF1135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1135'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.  THE CHURCH
 KF1135'IS NOW THE FRIENDS LUTHERN CHURCH.
 KF1135
 KF1135                          STATION RECOVERY (2005)
 KF1135
 KF1135'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KF1135'STATION FOUND GOOD. CORRECTION TO THE NEW NAME OF THE CHURCH
 KF1135'REFERENCED IN THE 1965 DESCRIPTION. CHURCH IS FRIEDEN'S LUTHERAN
 KF1135'CHURCH NOT FRIENDS LUTHERAN CHURCH. THE NORTH-SOUTH ROAD REFERENCED IN
 KF1135'THE 1947 DESCRIPTION IS ELM STREET. CHURCH IS EAST OF ELM STREET AND
 KF1135'NORTH OF U.S. HIGHWAY 36 IN THE NORTHEAST CORNER OF THE INTERSECTION
 KF1135'OF ELM STREET AND U.S. HIGHWAY 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1401 ***********************************************************************
 JE1401  DESIGNATION -  HOMEWOOD
 JE1401  PID         -  JE1401
 JE1401  STATE/COUNTY-  KS/FRANKLIN
 JE1401  USGS QUAD   -  POMONA (1973)
 JE1401
 JE1401                         *CURRENT SURVEY CONTROL
 JE1401  ___________________________________________________________________
 JE1401* NAD 83(1997)-  38 31 09.92974(N)    095 24 57.05983(W)     ADJUSTED  
 JE1401* NAVD 88     -       350.671  (meters)    1150.49   (feet)  ADJUSTED  
 JE1401  ___________________________________________________________________
 JE1401  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JE1401  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JE1401  DYNAMIC HT  -         350.424 (meters)    1149.68  (feet)  COMP
 JE1401  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 JE1401
 JE1401  HORZ ORDER  -  SECOND
 JE1401  VERT ORDER  -  SECOND    CLASS 0
 JE1401
 JE1401.The horizontal coordinates were established by classical geodetic methods
 JE1401.and adjusted by the National Geodetic Survey in October 1998..
 JE1401
 JE1401.The orthometric height was determined by differential leveling
 JE1401.and adjusted by the National Geodetic Survey in June 1991..
 JE1401
 JE1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1401
 JE1401.The geoid height was determined by GEOID03.
 JE1401
 JE1401.The dynamic height is computed by dividing the NAVD 88
 JE1401.geopotential number by the normal gravity value computed on the
 JE1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1401.degrees latitude (g = 980.6199 gals.).
 JE1401
 JE1401.The modeled gravity was interpolated from observed gravity values.
 JE1401
 JE1401;                    North         East     Units Scale Factor Converg.
 JE1401;SPC KS S     -   610,082.583   668,915.199   MT  0.99999100   +1 53 43.1
 JE1401;UTM  15      - 4,266,215.057   289,385.469   MT  1.00014630   -1 30 18.3
 JE1401
 JE1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1401!SPC KS S     -   0.99994993  x   0.99999100  =   0.99994093
 JE1401!UTM  15      -   0.99994993  x   1.00014630  =   1.00009622
 JE1401
 JE1401|---------------------------------------------------------------------|
 JE1401| PID    Reference Object                     Distance      Geod. Az  |
 JE1401|                                                           dddmmss.s |
 JE1401| JE1402 HOMEWOOD RM 1                        17.073 METERS 04135     |
 JE1401| CL5367 HOMEWOOD RM 3 AZIMUTH                              0652838.5 |
 JE1401| JE1403 HOMEWOOD RM 2                        12.568 METERS 12719     |
 JE1401| JE1724 WILLIAMSBURG MICROWAVE              APPROX. 8.6 KM 2042810.9 |
 JE1401|---------------------------------------------------------------------|
 JE1401
 JE1401                          SUPERSEDED SURVEY CONTROL
 JE1401
 JE1401  NAD 83(1986)-  38 31 09.93652(N)    095 24 57.06233(W) AD(       ) 2
 JE1401  NAD 27      -  38 31 09.88803(N)    095 24 56.14034(W) AD(       ) 2
 JE1401  NGVD 29 (??/??/92)  350.537  (m)         1150.05   (f) ADJ UNCH    2 0
 JE1401
 JE1401.Superseded values are not recommended for survey control.
 JE1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1401.See file dsdata.txt to determine how the superseded data were derived.
 JE1401
 JE1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC8938566215(NAD 83)
 JE1401_MARKER: DS = TRIANGULATION STATION DISK
 JE1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1401_STAMPING: HOMEWOOD 1974
 JE1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1401+STABILITY: SURFACE MOTION
 JE1401
 JE1401  HISTORY     - Date     Condition        Report By
 JE1401  HISTORY     - 1974     MONUMENTED       NGS
 JE1401  HISTORY     - 1974     GOOD             NGS
 JE1401
 JE1401                          STATION DESCRIPTION
 JE1401
 JE1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1401'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH-SOUTHEAST OF POMONA,
 JE1401'4 MILES NORTHEAST OF WILLIAMSBURG AND 2 MILES WEST-NORTHWEST
 JE1401'OF HOMEWOOD.  IT ON HIGHWAY RIGHT-OF-WAY IN THE NE 1/4 SEC 4,
 JE1401'T 18 S, R 18 E.
 JE1401'
 JE1401'TO REACH THE STATION FROM THE POST OFFICE IN WILLIAMSBURG, GO
 JE1401'NORTHEAST ON OLD U.S. HIGHWAY 50 FOR 3.55 MILES TO A CROSSROAD AND A
 JE1401'POWER SUB-STATION ON THE LEFT.  TURN LEFT AND GO NORTH ON A
 JE1401'GRAVELED ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT.  (TO REACH
 JE1401'REFERENCE MARK 3 FROM HERE, TURN RIGHT AND BEAR NORTH, THEN EAST
 JE1401'FOR 0.45 MILE TO THE MARK ON THE LEFT.) CONTINUE NORTH ON THE
 JE1401'GRAVELED ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT AT THE NORTH
 JE1401'END OF AN OVERPASS OVER INTERSTATE HIGHWAY 35.
 JE1401'
 JE1401'THE STATION MARKS ARE STANDARD DISKS STAMPED HOMEWOOD 1974.  THE
 JE1401'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JE1401'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET
 JE1401'NORTHWEST OF THE NORTHEAST BRIDGE ABUTMENT, 21 FEET WEST OF THE
 JE1401'CENTER OF THE ROAD, 5.5 FEET WEST OF A WITNESS POST, AND 4.8 FEET
 JE1401'WEST OF A GUARD RAIL.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 JE1401'MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 JE1401'
 JE1401'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOMEWOOD NO 1 1974.  IT
 JE1401'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JE1401'FLUSH WITH THE GROUND SURFACE.  IT IS 73 FEET NORTH OF THE
 JE1401'NORTHEAST ABUTMENT, 17 FEET EAST OF THE CENTER OF THE GRAVEL ROAD,
 JE1401'2.6 FEET EAST OF A GUARD RAIL AND IS ABOUT 1 FOOT LOWER THAN THE
 JE1401'STATION.
 JE1401'
 JE1401'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOMEWOOD NO 2 1974.  IT
 JE1401'IS CEMENTED IN A DRILL HOLE IN A CONCRETE DRAIN AT THE NORTHEAST
 JE1401'END OF THE OVERPASS.  IT IS 13 FEET EAST OF THE CENTER OF THE ROAD,
 JE1401'6.4 FEET NORTHWEST OF THE NORTHEAST ABUTMENT, 1.6 FEET WEST OF A
 JE1401'GUARD RAIL AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JE1401'
 JE1401'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HOMEWOOD NO 3 AZ 1974,
 JE1401'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JE1401'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 19 FEET
 JE1401'NORTH OF THE CENTER OF THE GRAVEL ROAD AND 3 FEET WEST OF A POWER
 JE1401'POLE.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 JE1401'
 JE1401'NEAREST TOWN--HOMEWOOD.
 JE1401'
 JE1401'HEIGHT OF LIGHT ABOVE STATION MARK 3.3 METERS.
 JE1401
 JE1401                          STATION RECOVERY (1974)
 JE1401
 JE1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1401'3.9 MI E FROM WILLIAMSBURG.
 JE1401'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1401'STATE HIGHWAY 273 (EXIT NO. 170), WHICH IS ABOUT 1 MILE NORTH OF
 JE1401'WILLIAMSBURG, GO EAST ALONG I-35 FOR 3.9 MILES TO THE MARK JUST NORTH
 JE1401'OF THE NORTHWEST CORNER OF A OVERPASS.  THE MARK IS SET IN THE TOP OF
 JE1401'A CONCRETE POST FLUSH WITH THE GROUND, 41.24 FEET NORTHWEST OF RM 2,
 JE1401'56.01 FEET SOUTHWEST OF RM 1, 46 FEET NORTH OF THE NORTHWEST CORNER OF
 JE1401'THE OVERPASS, 21 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD,
 JE1401'4.8 FEET WEST OF A GUARD RAIL AND IS ABOUT 1 FOOT BELOW THE LEVEL OF
 JE1401'THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1402 ***********************************************************************
 JE1402  DESIGNATION -  HOMEWOOD RM 1
 JE1402  PID         -  JE1402
 JE1402  STATE/COUNTY-  KS/FRANKLIN
 JE1402  USGS QUAD   -  POMONA (1973)
 JE1402
 JE1402                         *CURRENT SURVEY CONTROL
 JE1402  ___________________________________________________________________
 JE1402* NAD 83(1986)-  38 31 10.     (N)    095 24 57.     (W)     SCALED    
 JE1402* NAVD 88     -       350.215  (meters)    1149.00   (feet)  ADJUSTED  
 JE1402  ___________________________________________________________________
 JE1402  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JE1402  DYNAMIC HT  -         349.968 (meters)    1148.19  (feet)  COMP
 JE1402  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 JE1402
 JE1402  VERT ORDER  -  SECOND    CLASS 0
 JE1402
 JE1402.The horizontal coordinates were scaled from a topographic map and have
 JE1402.an estimated accuracy of +/- 6 seconds.
 JE1402
 JE1402.The orthometric height was determined by differential leveling
 JE1402.and adjusted by the National Geodetic Survey in June 1991..
 JE1402
 JE1402.The geoid height was determined by GEOID03.
 JE1402
 JE1402.The dynamic height is computed by dividing the NAVD 88
 JE1402.geopotential number by the normal gravity value computed on the
 JE1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1402.degrees latitude (g = 980.6199 gals.).
 JE1402
 JE1402.The modeled gravity was interpolated from observed gravity values.
 JE1402
 JE1402;                    North         East    Units  Estimated Accuracy
 JE1402;SPC KS S     -   610,090.      668,920.      MT  (+/- 180 meters Scaled)
 JE1402
 JE1402                          SUPERSEDED SURVEY CONTROL
 JE1402
 JE1402  NGVD 29 (??/??/92)  350.081  (m)         1148.56   (f) ADJ UNCH    2 0
 JE1402
 JE1402.Superseded values are not recommended for survey control.
 JE1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1402.See file dsdata.txt to determine how the superseded data were derived.
 JE1402
 JE1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC893662(NAD 83)
 JE1402_MARKER: DR = REFERENCE MARK DISK
 JE1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1402_STAMPING: HOMEWOOD NO 1 1974
 JE1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1402+STABILITY: SURFACE MOTION
 JE1402
 JE1402  HISTORY     - Date     Condition        Report By
 JE1402  HISTORY     - 1974     MONUMENTED       NGS
 JE1402
 JE1402                          STATION DESCRIPTION
 JE1402
 JE1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1402'3.9 MI E FROM WILLIAMSBURG.
 JE1402'AT THE HOMEWOOD STATION SITE.  THE MARK IS SET IN THE TOP OF A
 JE1402'CONCRETE POST FLUSH WITH THE GROUND, 56.01 FEET NORTHEAST OF THE
 JE1402'STATION, 73 FEET NORTH OF THE NORTHEAST CORNER OF THE OVERPASS, 17
 JE1402'FEET EAST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 2.6 FEET
 JE1402'EAST OF A GUARD RAIL AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE GRAVEL
 JE1402'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1403 ***********************************************************************
 JE1403  DESIGNATION -  HOMEWOOD RM 2
 JE1403  PID         -  JE1403
 JE1403  STATE/COUNTY-  KS/FRANKLIN
 JE1403  USGS QUAD   -  POMONA (1973)
 JE1403
 JE1403                         *CURRENT SURVEY CONTROL
 JE1403  ___________________________________________________________________
 JE1403* NAD 83(1986)-  38 31 10.     (N)    095 24 57.     (W)     SCALED    
 JE1403* NAVD 88     -       350.774  (meters)    1150.83   (feet)  ADJUSTED  
 JE1403  ___________________________________________________________________
 JE1403  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JE1403  DYNAMIC HT  -         350.526 (meters)    1150.02  (feet)  COMP
 JE1403  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 JE1403
 JE1403  VERT ORDER  -  SECOND    CLASS 0
 JE1403
 JE1403.The horizontal coordinates were scaled from a topographic map and have
 JE1403.an estimated accuracy of +/- 6 seconds.
 JE1403
 JE1403.The orthometric height was determined by differential leveling
 JE1403.and adjusted by the National Geodetic Survey in June 1991..
 JE1403
 JE1403.The geoid height was determined by GEOID03.
 JE1403
 JE1403.The dynamic height is computed by dividing the NAVD 88
 JE1403.geopotential number by the normal gravity value computed on the
 JE1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1403.degrees latitude (g = 980.6199 gals.).
 JE1403
 JE1403.The modeled gravity was interpolated from observed gravity values.
 JE1403
 JE1403;                    North         East    Units  Estimated Accuracy
 JE1403;SPC KS S     -   610,090.      668,920.      MT  (+/- 180 meters Scaled)
 JE1403
 JE1403                          SUPERSEDED SURVEY CONTROL
 JE1403
 JE1403  NGVD 29 (??/??/92)  350.639  (m)         1150.39   (f) ADJ UNCH    2 0
 JE1403
 JE1403.Superseded values are not recommended for survey control.
 JE1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1403.See file dsdata.txt to determine how the superseded data were derived.
 JE1403
 JE1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC893662(NAD 83)
 JE1403_MARKER: DR = REFERENCE MARK DISK
 JE1403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1403_SP_SET: DRAIN
 JE1403_STAMPING: HOMEWOOD NO 2 1974
 JE1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1403
 JE1403  HISTORY     - Date     Condition        Report By
 JE1403  HISTORY     - 1974     MONUMENTED       NGS
 JE1403
 JE1403                          STATION DESCRIPTION
 JE1403
 JE1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1403'3.9 MI E FROM WILLIAMSBURG.
 JE1403'AT THE HOMEWOOD STATION SITE.  THE MARK IS SET IN THE IN THE TOP OF A
 JE1403'CONCRETE DRAIN AT THE NORTHEAST CORNER OF THE OVERPASS, 41.24 FEET
 JE1403'SOUTHEAST OF THE STATION, 13 FEET EAST OF THE APPROXIMATE CENTER OF
 JE1403'THE GRAVELED ROAD, 6.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 JE1403'OVERPASS GUARD RAIL, 1.6 FEET WEST OF THE OVERPASS BANISTER AND IS
 JE1403'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0802 ***********************************************************************
 HE0802  DESIGNATION -  HOPE
 HE0802  PID         -  HE0802
 HE0802  STATE/COUNTY-  KS/NEOSHO
 HE0802  USGS QUAD   -  THAYER (1973)
 HE0802
 HE0802                         *CURRENT SURVEY CONTROL
 HE0802  ___________________________________________________________________
 HE0802* NAD 83(1997)-  37 27 24.77185(N)    095 26 19.28024(W)     ADJUSTED  
 HE0802* NAVD 88     -       324.06   (+/-2cm)    1063.2    (feet)  VERTCON   
 HE0802  ___________________________________________________________________
 HE0802  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 HE0802  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HE0802
 HE0802  HORZ ORDER  -  SECOND
 HE0802  VERT ORDER  -  THIRD ? (See Below)
 HE0802
 HE0802.The horizontal coordinates were established by classical geodetic methods
 HE0802.and adjusted by the National Geodetic Survey in October 1998..
 HE0802
 HE0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0802.The vertical order pertains to the NGVD 29 superseded value.
 HE0802
 HE0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0802
 HE0802.The geoid height was determined by GEOID03.
 HE0802
 HE0802;                    North         East     Units Scale Factor Converg.
 HE0802;SPC KS S     -   492,147.907   670,796.053   MT  0.99996805   +1 52 52.5
 HE0802;UTM  15      - 4,148,350.291   284,303.103   MT  1.00017312   -1 29 01.3
 HE0802
 HE0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0802!SPC KS S     -   0.99995393  x   0.99996805  =   0.99992198
 HE0802!UTM  15      -   0.99995393  x   1.00017312  =   1.00012704
 HE0802
 HE0802:                Primary Azimuth Mark                     Grid Az
 HE0802:SPC KS S     -  HOPE AZ MK                               091 10 24.9
 HE0802:UTM  15      -  HOPE AZ MK                               094 32 18.7
 HE0802
 HE0802|---------------------------------------------------------------------|
 HE0802| PID    Reference Object                     Distance      Geod. Az  |
 HE0802|                                                           dddmmss.s |
 HE0802| CL5371 HOPE AZ MK                                         0930317.4 |
 HE0802| CL5372 HOPE RM 1                            27.719 METERS 14047     |
 HE0802| HE0799 DENNIS ATT CO MICROWAVE MAST        APPROX.18.3 KM 1724327.1 |
 HE0802| CL5373 HOPE RM 2                            36.604 METERS 22935     |
 HE0802| HE0803 THAYER MUNICIPAL TANK               APPROX. 4.6 KM 3203610.7 |
 HE0802|---------------------------------------------------------------------|
 HE0802
 HE0802                          SUPERSEDED SURVEY CONTROL
 HE0802
 HE0802  NAD 83(1997)-  37 27 24.77609(N)    095 26 19.27990(W) AD(       ) 2
 HE0802  NAD 83(1986)-  37 27 24.78205(N)    095 26 19.26705(W) AD(       ) 2
 HE0802  NAD 27      -  37 27 24.57285(N)    095 26 18.34274(W) AD(       ) 2
 HE0802  NGVD 29 (07/19/86)  323.92   (m)         1062.7    (f) LEVELING    3  
 HE0802
 HE0802.Superseded values are not recommended for survey control.
 HE0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0802.See file dsdata.txt to determine how the superseded data were derived.
 HE0802
 HE0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8430348350(NAD 83)
 HE0802_MARKER: DS = TRIANGULATION STATION DISK
 HE0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0802
 HE0802  HISTORY     - Date     Condition        Report By
 HE0802  HISTORY     - 1966     MONUMENTED       CGS
 HE0802
 HE0802                          STATION DESCRIPTION
 HE0802
 HE0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0802'THE STATION IS ABOUT 4-1/2 MILES EAST-SOUTHEAST OF GALESBURG,
 HE0802'3 MILES SOUTHEAST OF THAYER AND 2-1/4 MILES EAST OF U.S.
 HE0802'HIGHWAY 169, ON PROPERTY OWNED BY MR. C.O. WEHLING.
 HE0802'
 HE0802'TO REACH THE STATION FROM A CROSSROAD, JUST SOUTH OF THE DEPOT
 HE0802'IN THAYER, GO SOUTH ON U.S. HIGHWAY 169 FOR 2.3 MILES TO A
 HE0802'GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON GRAVELED ROAD FOR
 HE0802'2.35 MILES TO A FARM HOUSE ON THE RIGHT AND THE STATION ON THE
 HE0802'LEFT.  TO REACH THE AZIMUTH MARK CONTINUE EAST ON GRAVELED ROAD
 HE0802'FOR 0.3 MILE TO A CROSSROAD AND THE MARK IN THE SOUTHEAST ANGLE
 HE0802'OF THE ROADS.
 HE0802'
 HE0802'STATION MARK IS A STANDARD DISK, STAMPED HOPE 1964, SET IN THE
 HE0802'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE0802'IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 46 FEET NORTH OF
 HE0802'THE CENTERLINE OF A GRAVELED ROAD, 21 FEET NORTHWEST OF A
 HE0802'POWER LINE POLE, 18 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 HE0802'13 FEET NORTH OF AN EAST-WEST FENCE LINE.
 HE0802'
 HE0802'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOPE NO 1 1964,
 HE0802'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0802'THAT IS FLUSH WITH THE GROUND.  IT IS 104 FEET NORTHEAST OF THE
 HE0802'NORTHEAST CORNER OF THE FARM HOUSE, 35 FEET SOUTH OF THE
 HE0802'CENTERLINE OF THE GRAVELED ROAD, 2 FEET WEST OF A FENCE CORNER
 HE0802'POST, 2 FEET WEST OF A WITNESS POST AND ABOUT 1 FOOT HIGHER THAN
 HE0802'THE STATION.
 HE0802'
 HE0802'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOPE NO 2 1964,
 HE0802'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0802'THAT IS FLUSH WITH THE GROUND.  IT IS 119.5 FEET NORTHWEST OF THE
 HE0802'NORTHWEST CORNER OF THE FARM HOUSE, 33 FEET SOUTH OF THE
 HE0802'CENTERLINE OF THE GRAVELED ROAD, 20 FEET WEST OF THE CENTERLINE
 HE0802'OF THE GRAVELED ROAD, 3.3 FEET EAST OF A FENCE CORNER POST,
 HE0802'3.3 FEET WEST OF A POWER LINE POLE AND ABOUT 1 FOOT LOWER THAN
 HE0802'THE STATION.
 HE0802'
 HE0802'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOPE 1964, SET IN
 HE0802'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE0802'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 31 FEET SOUTH OF THE
 HE0802'CENTERLINE OF AN EAST-WEST ROAD, 28 FEET EAST OF THE CENTERLINE
 HE0802'OF A NORTH-SOUTH ROAD, 3.6 NORTH OF A POWER LINE POLE, 2 FEET
 HE0802'WEST OF A WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE CORNER
 HE0802'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0875 ***********************************************************************
 KF0875  DESIGNATION -  HOPE
 KF0875  PID         -  KF0875
 KF0875  STATE/COUNTY-  KS/CLOUD
 KF0875  USGS QUAD   -  AURORA NW (1965)
 KF0875
 KF0875                         *CURRENT SURVEY CONTROL
 KF0875  ___________________________________________________________________
 KF0875* NAD 83(1997)-  39 24 56.79519(N)    097 37 43.99710(W)     ADJUSTED  
 KF0875* NAVD 88     -       506.57   (+/-2cm)    1662.0    (feet)  VERTCON   
 KF0875  ___________________________________________________________________
 KF0875  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 KF0875  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 KF0875
 KF0875  HORZ ORDER  -  SECOND
 KF0875  VERT ORDER  -  THIRD ? (See Below)
 KF0875
 KF0875.The horizontal coordinates were established by classical geodetic methods
 KF0875.and adjusted by the National Geodetic Survey in October 1998..
 KF0875
 KF0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0875.The vertical order pertains to the NGVD 29 superseded value.
 KF0875
 KF0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0875
 KF0875.The geoid height was determined by GEOID03.
 KF0875
 KF0875;                    North         East     Units Scale Factor Converg.
 KF0875;SPC KS N     -   120,230.004   431,957.759   MT  0.99996099   +0 14 05.3
 KF0875;UTM  14      - 4,363,814.197   618,031.210   MT  0.99977153   +0 52 14.4
 KF0875
 KF0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0875!SPC KS N     -   0.99992476  x   0.99996099  =   0.99988575
 KF0875!UTM  14      -   0.99992476  x   0.99977153  =   0.99969631
 KF0875
 KF0875|---------------------------------------------------------------------|
 KF0875| PID    Reference Object                     Distance      Geod. Az  |
 KF0875|                                                           dddmmss.s |
 KF0875| CQ5580 HOPE RM 1                            18.809 METERS 18743     |
 KF0875| KF0870 CLOUD                               APPROX. 7.6 KM 2215206.9 |
 KF0875| CQ5581 HOPE RM 2                            18.698 METERS 28238     |
 KF0875|---------------------------------------------------------------------|
 KF0875
 KF0875                          SUPERSEDED SURVEY CONTROL
 KF0875
 KF0875  NAD 83(1986)-  39 24 56.80344(N)    097 37 43.99534(W) AD(       ) 2
 KF0875  NAD 27      -  39 24 56.79980(N)    097 37 42.86990(W) AD(       ) 2
 KF0875  NGVD 29 (07/19/86)  506.44   (m)         1661.5    (f) LEVELING    3  
 KF0875
 KF0875.Superseded values are not recommended for survey control.
 KF0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0875.See file dsdata.txt to determine how the superseded data were derived.
 KF0875
 KF0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1803163814(NAD 83)
 KF0875_MARKER: DS = TRIANGULATION STATION DISK
 KF0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0875
 KF0875  HISTORY     - Date     Condition        Report By
 KF0875  HISTORY     - 1961     MONUMENTED       CGS
 KF0875  HISTORY     - 1969     GOOD             CGS
 KF0875
 KF0875                          STATION DESCRIPTION
 KF0875
 KF0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 KF0875'THE STATION IS LOCATED 10-1/2 MILES SOUTH-SOUTHEAST OF CONCORDIA,
 KF0875'2 MILES EAST AND 0.5 MILES SOUTH OF THE NEW HOPE WESLEYAN
 KF0875'METHODIST CHURCH ON U.S. HIGHWAY 81.  ON THE SUMMIT OF A SMALL
 KF0875'RISE AND ON THE EAST SIDE OF A NORTH-SOUTH GRADED SECTION LINE
 KF0875'ROAD.
 KF0875'
 KF0875'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND
 KF0875'81, GO NORTH ON U.S. HIGHWAY 81 FOR 4.0 MILES TO CROSSROAD, TURN
 KF0875'RIGHT AND GO EAST FOR 2.0 MILES TO CROSSROAD, TURN RIGHT AND GO
 KF0875'SOUTH FOR 0.5 MILE TO THE STATION MARK ON THE LEFT.
 KF0875'
 KF0875'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A
 KF0875'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  THE DISK
 KF0875'IS STAMPED HOPE 1960 AND IS 33 FEET EAST OF CENTER OF A SECTION
 KF0875'LINE ROAD, 8 FEET SOUTH OF A POWERLINE POLE AND FENCE CORNER AND
 KF0875'3 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 KF0875'
 KF0875'REFERENCE MARK 1, IS A STANDARD DISK STAMPED HOPE NO 1 1960,
 KF0875'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 KF0875'6 INCHES.  IT IS 24 FEET EAST OF THE CENTER OF THE SECTION LINE
 KF0875'ROAD AND ABOUT 18 INCHES HIGHER THAN THE ROAD.
 KF0875'
 KF0875'REFERENCE MARK 2, IS A STANDARD DISK STAMPED HOPE NO 2 1960, SET
 KF0875'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 6
 KF0875'INCHES.  IT IS 26 FEET WEST OF THE CENTER OF THE SECTION LINE
 KF0875'ROAD, 9 FEET NORTH OF A ENTRANCE ROAD TO A FIELD AND 1.5 FEET
 KF0875'EAST OF A FENCE LINE.
 KF0875'
 KF0875'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0875
 KF0875                          STATION RECOVERY (1969)
 KF0875
 KF0875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0875'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 KF0875'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KF0875'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KF0875'
 KF0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2 MILES
 KF0875'SSE OF CONCORDIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1500 ***********************************************************************
 JF1500  DESIGNATION -  HOPE MUNICIPAL TANK
 JF1500  PID         -  JF1500
 JF1500  STATE/COUNTY-  KS/DICKINSON
 JF1500  USGS QUAD   -  HOPE (1985)
 JF1500
 JF1500                         *CURRENT SURVEY CONTROL
 JF1500  ___________________________________________________________________
 JF1500* NAD 83(1997)-  38 41 23.03720(N)    097 04 37.51002(W)     ADJUSTED  
 JF1500* NAVD 88     -                                                        
 JF1500  ___________________________________________________________________
 JF1500  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JF1500  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 JF1500
 JF1500  HORZ ORDER  -  THIRD
 JF1500
 JF1500.The horizontal coordinates were established by classical geodetic methods
 JF1500.and adjusted by the National Geodetic Survey in October 1998..
 JF1500
 JF1500
 JF1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1500
 JF1500.The geoid height was determined by GEOID03.
 JF1500
 JF1500;                    North         East     Units Scale Factor Converg.
 JF1500;SPC KS N     -    39,973.317   480,295.665   MT  1.00000446   +0 35 02.2
 JF1500;UTM  14      - 4,284,101.438   667,240.166   MT  0.99994443   +1 12 08.3
 JF1500
 JF1500                          SUPERSEDED SURVEY CONTROL
 JF1500
 JF1500  NAD 83(1986)-  38 41 23.04452(N)    097 04 37.50790(W) AD(       ) 4
 JF1500  NAD 27      -  38 41 23.01472(N)    097 04 36.45795(W) AD(       ) 3
 JF1500
 JF1500.Superseded values are not recommended for survey control.
 JF1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1500.See file dsdata.txt to determine how the superseded data were derived.
 JF1500
 JF1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH6724084101(NAD 83)
 JF1500_MARKER: 51 = TANK
 JF1500
 JF1500  HISTORY     - Date     Condition        Report By
 JF1500  HISTORY     - 1935     FIRST OBSERVED   CGS
 JF1500
 JF1500                          STATION DESCRIPTION
 JF1500
 JF1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1500'POINT SIGHTED UPON WAS FINIAL ATOP MUNICIPAL WATER TANK IN HOPE,
 JF1500'ABOUT 100 FEET HIGH, LOCATED ON THE EAST SIDE OF TOWN, ON A RIDGE.
 JF1500'
 JF1500'STATION OBSERVED UPON FROM KAISER, ALBRECHT AND SELLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0879 ***********************************************************************
 HG0879  DESIGNATION -  HOPEWELL
 HG0879  PID         -  HG0879
 HG0879  STATE/COUNTY-  KS/PRATT
 HG0879  USGS QUAD   -  HOPEWELL (1971)
 HG0879
 HG0879                         *CURRENT SURVEY CONTROL
 HG0879  ___________________________________________________________________
 HG0879* NAD 83(1997)-  37 49 29.94351(N)    098 58 37.91178(W)     ADJUSTED  
 HG0879* NAVD 88     -       625.50   (+/-2cm)    2052.2    (feet)  VERTCON   
 HG0879  ___________________________________________________________________
 HG0879  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HG0879  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 HG0879
 HG0879  HORZ ORDER  -  THIRD
 HG0879  VERT ORDER  -  THIRD ? (See Below)
 HG0879
 HG0879.The horizontal coordinates were established by classical geodetic methods
 HG0879.and adjusted by the National Geodetic Survey in October 1998..
 HG0879
 HG0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0879.The vertical order pertains to the NGVD 29 superseded value.
 HG0879
 HG0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0879
 HG0879.The geoid height was determined by GEOID03.
 HG0879
 HG0879;                    North         East     Units Scale Factor Converg.
 HG0879;SPC KS S     -   528,662.920   357,989.957   MT  0.99993722   -0 17 35.7
 HG0879;UTM  14      - 4,186,397.200   502,006.728   MT  0.99960005   +0 00 50.3
 HG0879
 HG0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0879!SPC KS S     -   0.99990605  x   0.99993722  =   0.99984328
 HG0879!UTM  14      -   0.99990605  x   0.99960005  =   0.99950614
 HG0879
 HG0879:                Primary Azimuth Mark                     Grid Az
 HG0879:SPC KS S     -  HOPEWELL AZ MK                           086 20 02.3
 HG0879:UTM  14      -  HOPEWELL AZ MK                           086 01 36.3
 HG0879
 HG0879|---------------------------------------------------------------------|
 HG0879| PID    Reference Object                     Distance      Geod. Az  |
 HG0879|                                                           dddmmss.s |
 HG0879| CK9905 HOPEWELL AZ MK                                     0860226.6 |
 HG0879| CK9906 HOPEWELL RM 1                        21.681 METERS 16227     |
 HG0879| HG0880 HOPEWELL MICH WIS PLINE CO MST      APPROX. 2.2 KM 2022355.4 |
 HG0879| CK9907 HOPEWELL RM 2                        20.602 METERS 27318     |
 HG0879|---------------------------------------------------------------------|
 HG0879
 HG0879                          SUPERSEDED SURVEY CONTROL
 HG0879
 HG0879  NAD 83(1997)-  37 49 29.95068(N)    098 58 37.91197(W) AD(       ) 3
 HG0879  NAD 83(1986)-  37 49 29.94943(N)    098 58 37.91029(W) AD(       ) 3
 HG0879  NAD 27      -  37 49 29.88900(N)    098 58 36.54800(W) AD(       ) 3
 HG0879  NGVD 29 (07/19/86)  625.23   (m)         2051.3    (f) LEVELING    3  
 HG0879
 HG0879.Superseded values are not recommended for survey control.
 HG0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0879.See file dsdata.txt to determine how the superseded data were derived.
 HG0879
 HG0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG0200786397(NAD 83)
 HG0879_MARKER: DS = TRIANGULATION STATION DISK
 HG0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0879_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0879
 HG0879  HISTORY     - Date     Condition        Report By
 HG0879  HISTORY     - 1953     MONUMENTED       CGS
 HG0879
 HG0879                          STATION DESCRIPTION
 HG0879
 HG0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0879'THE STATION IS NEAR THE NORTHEAST CORNER OF THE NORTHEAST
 HG0879'QUARTER OF SECTION 5, T 26 S, R 15 W, ABOUT ON THE PRATT-STAFFORD
 HG0879'COUNTY LINE, 9.5 MILES SOUTH OF MACKSVILLE, 8 MILES NORTHWEST
 HG0879'OF BYERS, 1.1 MILES NORTHEAST OF THE SMALL SETTLEMENT OF
 HG0879'HOPEWELL, 126 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT
 HG0879'ROAD, 43 FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD,
 HG0879'45 FEET NORTHWEST OF A POWERLINE POLE, 25 FEET WEST OF A
 HG0879'WIRE FENCE, 6 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST
 HG0879'AND ON LAND OWNED BY MR. MARVIN BALES.
 HG0879'
 HG0879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S
 HG0879'AND THE MAIN STREET IN MACKSVILLE, GO SOUTH ON A MACADAM
 HG0879'ROAD FOR 9.4 MILES TO A T-ROAD INTERSECTION AND THE AZIMUTH
 HG0879'MARK ON THE LEFT AS DESCRIBED BELOW, TURN RIGHT (WEST) AND
 HG0879'FOLLOW A DIRT ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT
 HG0879'AND THE STATION MARK IN THE SOUTHWEST ANGLE OF THIS
 HG0879'INTERSECTION.
 HG0879'
 HG0879'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 HG0879'HOPEWELL 1953.
 HG0879'
 HG0879'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE POWERLINE POLE,
 HG0879'AND 27 FEET WEST OF THE CENTER OF THE DIRT ROAD.  THE MARK
 HG0879'PROJECTS 5 INCHES AND THE DISK IS STAMPED HOPEWELL NO 1 1953.
 HG0879'
 HG0879'REFERENCE MARK 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HG0879'HOPEWELL NO 2 1953.
 HG0879'
 HG0879'THE AZIMUTH MARK IS 62 FEET NORTH OF THE CENTER OF THE EAST-WEST
 HG0879'DIRT ROAD, 33 FEET EAST OF THE CENTER OF THE MACADAM ROAD,
 HG0879'3 FEET SOUTH OF A TELEPHONE POLE AND 2.5 FEET NORTH OF A
 HG0879'WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 4 INCHES
 HG0879'AND THE DISK IS STAMPED HOPEWELL 1953.
 HG0879'
 HG0879'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0880 ***********************************************************************
 HG0880  DESIGNATION -  HOPEWELL MICH WIS PLINE CO MST
 HG0880  PID         -  HG0880
 HG0880  STATE/COUNTY-  KS/PRATT
 HG0880  USGS QUAD   -  HOPEWELL (1971)
 HG0880
 HG0880                         *CURRENT SURVEY CONTROL
 HG0880  ___________________________________________________________________
 HG0880* NAD 83(1997)-  37 48 22.71141(N)    098 59 12.83535(W)     ADJUSTED  
 HG0880* NAVD 88     -                                                        
 HG0880  ___________________________________________________________________
 HG0880  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HG0880  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 HG0880
 HG0880  HORZ ORDER  -  THIRD
 HG0880
 HG0880.The horizontal coordinates were established by classical geodetic methods
 HG0880.and adjusted by the National Geodetic Survey in October 1998..
 HG0880
 HG0880
 HG0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0880
 HG0880.The geoid height was determined by GEOID03.
 HG0880
 HG0880;                    North         East     Units Scale Factor Converg.
 HG0880;SPC KS S     -   526,594.634   357,125.115   MT  0.99993780   -0 17 57.2
 HG0880;UTM  14      - 4,184,325.006   501,153.277   MT  0.99960002   +0 00 28.9
 HG0880
 HG0880                          SUPERSEDED SURVEY CONTROL
 HG0880
 HG0880  NAD 83(1997)-  37 48 22.71853(N)    098 59 12.83561(W) AD(       ) 4
 HG0880  NAD 83(1986)-  37 48 22.71687(N)    098 59 12.83360(W) AD(       ) 4
 HG0880  NAD 27      -  37 48 22.65500(N)    098 59 11.46900(W) AD(       ) 3
 HG0880
 HG0880.Superseded values are not recommended for survey control.
 HG0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0880.See file dsdata.txt to determine how the superseded data were derived.
 HG0880
 HG0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG0115384325(NAD 83)
 HG0880_MARKER: 44 = MICROWAVE MAST
 HG0880
 HG0880  HISTORY     - Date     Condition        Report By
 HG0880  HISTORY     - 1953     FIRST OBSERVED   CGS
 HG0880
 HG0880                          STATION DESCRIPTION
 HG0880
 HG0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0880'THE STATION IS LOCATED IN SECTION 5, T 26 S, R 15 W, ABOUT
 HG0880'0.6 MILE EAST OF THE SMALL SETTLEMENT OF HOPEWELL, 200 FEET
 HG0880'NORTH OF A MACADAM ROAD.
 HG0880'
 HG0880'IT IS A 3-LEGGED TRIANGULAR STEEL APPROXIMATELY 1-1/2 FOOT
 HG0880'IN DIAMETER, ALTERNATED PAINTED RED AND WHITE, ABOUT 250 FEET
 HG0880'HIGH, AND WITH TWO 3-FOOT WIRE LOOP ANTENNAS FACING
 HG0880'NORTHEAST-SOUTHWEST.
 HG0880'
 HG0880'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE APEX
 HG0880'OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1470 ***********************************************************************
 JF1470  DESIGNATION -  HOPPER
 JF1470  PID         -  JF1470
 JF1470  STATE/COUNTY-  KS/MORRIS
 JF1470  USGS QUAD   -  DIAMOND SPRINGS (1972)
 JF1470
 JF1470                         *CURRENT SURVEY CONTROL
 JF1470  ___________________________________________________________________
 JF1470* NAD 83(1997)-  38 32 21.18033(N)    096 38 03.39344(W)     ADJUSTED  
 JF1470* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 JF1470  ___________________________________________________________________
 JF1470  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JF1470  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 JF1470
 JF1470  HORZ ORDER  -  FIRST
 JF1470
 JF1470.The horizontal coordinates were established by classical geodetic methods
 JF1470.and adjusted by the National Geodetic Survey in October 1998..
 JF1470
 JF1470.The orthometric height was scaled from a topographic map.
 JF1470
 JF1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1470
 JF1470.The geoid height was determined by GEOID03.
 JF1470
 JF1470;                    North         East     Units Scale Factor Converg.
 JF1470;SPC KS N     -    23,753.261   519,070.722   MT  1.00003338   +0 51 50.8
 JF1470;SPC KS S     -   609,458.901   562,652.265   MT  0.99999469   +1 08 47.5
 JF1470;UTM  14      - 4,268,297.980   706,187.443   MT  1.00012357   +1 28 28.1
 JF1470
 JF1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1470!SPC KS N     -   0.99992979  x   1.00003338  =   0.99996317
 JF1470!SPC KS S     -   0.99992979  x   0.99999469  =   0.99992449
 JF1470!UTM  14      -   0.99992979  x   1.00012357  =   1.00005336
 JF1470
 JF1470:                Primary Azimuth Mark                     Grid Az
 JF1470:SPC KS N     -  COUNCIL GROVE RAD KAA 898 MAST           035 55 21.0
 JF1470:SPC KS S     -  COUNCIL GROVE RAD KAA 898 MAST           035 38 24.3
 JF1470:UTM  14      -  COUNCIL GROVE RAD KAA 898 MAST           035 18 43.7
 JF1470
 JF1470|---------------------------------------------------------------------|
 JF1470| PID    Reference Object                     Distance      Geod. Az  |
 JF1470|                                                           dddmmss.s |
 JF1470| JF1467 COUNCIL GROVE RAD KAA 898 MAST      APPROX.16.4 KM 0364711.8 |
 JF1470| CL5375 HOPPER RM 1                          12.933 METERS 17713     |
 JF1470| CL4537 HOPPER RM 2                          12.050 METERS 27407     |
 JF1470| CL5374 HOPPER AZ MK                                       3592718.6 |
 JF1470|---------------------------------------------------------------------|
 JF1470
 JF1470                          SUPERSEDED SURVEY CONTROL
 JF1470
 JF1470  NAD 83(1986)-  38 32 21.18844(N)    096 38 03.39396(W) AD(       ) 1
 JF1470  NAD 27      -  38 32 21.14481(N)    096 38 02.37058(W) AD(       ) 1
 JF1470
 JF1470.Superseded values are not recommended for survey control.
 JF1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1470.See file dsdata.txt to determine how the superseded data were derived.
 JF1470
 JF1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH0618768298(NAD 83)
 JF1470_MARKER: DS = TRIANGULATION STATION DISK
 JF1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1470
 JF1470  HISTORY     - Date     Condition        Report By
 JF1470  HISTORY     - 1956     MONUMENTED       CGS
 JF1470  HISTORY     - 1968     GOOD             CGS
 JF1470
 JF1470                          STATION DESCRIPTION
 JF1470
 JF1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1470'THE STATION IS LOCATED ABOUT 11.5 MILES SOUTHWEST OF COUNCIL
 JF1470'GROVE, 11.0 MILES NORTH OF STRONG CITY AND 7.0 MILES SOUTH OF
 JF1470'WILSEY, ON THE EAST SIDE OF A LITTLE USED SECTION LINE ROAD AND
 JF1470'ON COUNTY OWNED LAND.  IT IS 18 FEET EAST OF THE CENTERLINE OF
 JF1470'THE SECTION LINE ROAD, 5.5 FEET SOUTHWEST OF A WHITE WITNESS
 JF1470'POST AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS
 JF1470'FLUSH AND THE DISK IS STAMPED HOPPER 1956.
 JF1470'
 JF1470'TO REACH THE STATION FROM THE CROSSROAD AT THE SOUTHEAST CORNER
 JF1470'OF THE SCHOOL YARD IN THE NORTHEAST EDGE OF WILSEY, GO SOUTH ON
 JF1470'GRAVELED ROAD FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 JF1470'EAST ON GRADED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT AND A
 JF1470'SECTION LINE ROAD LEFT.  TURN RIGHT AND GO SOUTH ON GRADED ROAD
 JF1470'FOR 2.0 MILES TO WHERE THE ROAD MAKES A LEFT TURN.  TURN LEFT
 JF1470'AND GO EAST ON GRADED ROAD FOR 1.0 MILE TO A WIRE GATE IN FENCE
 JF1470'LINE ON THE RIGHT.  TURN RIGHT THROUGH GATE AND FOLLOW
 JF1470'LITTLE USED SECTION LINE ROAD SOUTH, PASSING THROUGH ANOTHER
 JF1470'WIRE GATE FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 JF1470'CONTINUE SOUTH ON SECTION LINE ROAD FOR 0.7 MILE TO THE
 JF1470'STATION ON THE LEFT AS DESCRIBED.
 JF1470'
 JF1470'REFERENCE MARK 1 IS 47 FEET SOUTH OF THE WHITE WITNESS POST, 20
 JF1470'FEET EAST OF THE CENTERLINE OF THE SECTION LINE ROAD AND 1 FOOT
 JF1470'WEST OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JF1470'HOPPER NO 1 1956.
 JF1470'
 JF1470'REFERENCE MARK 2 IS 42 FEET WEST OF THE WHITE WITNESS POST,
 JF1470'20 FEET WEST OF THE CENTERLINE OF THE SECTION LINE ROAD AND 1
 JF1470'FOOT EAST OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK
 JF1470'IS STAMPED HOPPER NO 2 1956.
 JF1470'
 JF1470'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTERLINE OF THE SECTION
 JF1470'LINE ROAD, 3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 JF1470'OF FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 JF1470'IS STAMPED HOPPER 1956.
 JF1470'
 JF1470'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JF1470
 JF1470                          STATION RECOVERY (1968)
 JF1470
 JF1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1470'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1470'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1470'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1470'FOR RECOVERY.
 JF1470'
 JF1470'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JF1470'
 JF1470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 11 MILES
 JF1470'NORTH OF STRONG CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0593 ***********************************************************************
 JH0593  DESIGNATION -  HORACE
 JH0593  PID         -  JH0593
 JH0593  STATE/COUNTY-  KS/GREELEY
 JH0593  USGS QUAD   -  TRIBUNE (1970)
 JH0593
 JH0593                         *CURRENT SURVEY CONTROL
 JH0593  ___________________________________________________________________
 JH0593* NAD 83(1997)-  38 27 57.41534(N)    101 49 37.13849(W)     ADJUSTED  
 JH0593* NAVD 88     -      1121.     (meters)    3678.     (feet)  SCALED    
 JH0593  ___________________________________________________________________
 JH0593  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 JH0593  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 JH0593
 JH0593  HORZ ORDER  -  SECOND
 JH0593
 JH0593.The horizontal coordinates were established by classical geodetic methods
 JH0593.and adjusted by the National Geodetic Survey in October 1998..
 JH0593
 JH0593.The orthometric height was scaled from a topographic map.
 JH0593
 JH0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0593
 JH0593.The geoid height was determined by GEOID03.
 JH0593
 JH0593;                    North         East     Units Scale Factor Converg.
 JH0593;SPC KS S     -   604,878.227   109,708.444   MT  0.99998163   -2 02 40.3
 JH0593;UTM  14      - 4,261,301.805   253,354.242   MT  1.00034924   -1 45 33.9
 JH0593
 JH0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0593!SPC KS S     -   0.99982780  x   0.99998163  =   0.99980944
 JH0593!UTM  14      -   0.99982780  x   1.00034924  =   1.00017698
 JH0593
 JH0593:                Primary Azimuth Mark                     Grid Az
 JH0593:SPC KS S     -  HORACE MUNICIPAL TANK                    070 52 51.8
 JH0593:UTM  14      -  HORACE MUNICIPAL TANK                    070 35 45.4
 JH0593
 JH0593|---------------------------------------------------------------------|
 JH0593| PID    Reference Object                     Distance      Geod. Az  |
 JH0593|                                                           dddmmss.s |
 JH0593| JH0592 HORACE MUNICIPAL TANK               APPROX. 3.4 KM 0685011.5 |
 JH0593| JH0591 TRIBUNE NEW MUNICIPAL TANK          APPROX. 6.1 KM 0811040.6 |
 JH0593| JH0594 TRIBUNE MUNICIPAL TANK              APPROX. 6.3 KM 0854201.0 |
 JH0593| CM8797 HORACE RM 2                          81.924 METERS 08931     |
 JH0593| CM8796 HORACE RM 1                          53.891 METERS 17905     |
 JH0593|---------------------------------------------------------------------|
 JH0593
 JH0593                          SUPERSEDED SURVEY CONTROL
 JH0593
 JH0593  NAD 83(1997)-  38 27 57.41450(N)    101 49 37.13827(W) AD(       ) 2
 JH0593  NAD 83(1986)-  38 27 57.41450(N)    101 49 37.13827(W) AD(       ) 2
 JH0593  NAD 27      -  38 27 57.35578(N)    101 49 35.50702(W) AD(       ) 2
 JH0593
 JH0593.Superseded values are not recommended for survey control.
 JH0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0593.See file dsdata.txt to determine how the superseded data were derived.
 JH0593
 JH0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH5335461302(NAD 83)
 JH0593_MARKER: DD = SURVEY DISK
 JH0593_SETTING: 0 = UNSPECIFIED SETTING
 JH0593
 JH0593  HISTORY     - Date     Condition        Report By
 JH0593  HISTORY     - 1967     MONUMENTED       USGS
 JH0593
 JH0593                          STATION DESCRIPTION
 JH0593
 JH0593'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0593'STATION IS LOCATED 0.3 MI S. AND 4.0 MI W. OF TRIBUNE.  T. 18
 JH0593'S., R. 41 W., NEAR THE COR. OF SECS. 22, 23, 26 AND 27.
 JH0593'
 JH0593'TO REACH THE STATION FROM INTERSECTION OF STATE HWYS. 96 AND 27
 JH0593'IN TRIBUNE, GO W. ON STATE HWY. 96 4.0 MI TO T-RD. S. AND STATION
 JH0593'ON THE RIGHT.
 JH0593'
 JH0593'THE STATION MARK IS 74 FT N. AND 35 FT E. OF T-RD. S., 1.55 FT S.
 JH0593'OF USGS WITNESS POST, STAMPED ET HORACE 1967.
 JH0593'
 JH0593'REFERENCE MARK 1 IS S. OF THE STATION, 103 FT S. AND 39 FT E. OF
 JH0593'CENTER OF T-RD. S., 1 FT N. AND 2 FT W. OF POWER LINE POLE, 1.5
 JH0593'FT W. OF USGS WITNESS POST, STAMPED HORACE NO 1 1967.
 JH0593'
 JH0593'REFERENCE MARK 2 IS E. OF STATION, 76 FT N. OF CENTER OF HWY., 1
 JH0593'FT S. AND 2 FT W. OF TELEPHONE POLE AND 1 FT S. OF USGS WITNESS
 JH0593'POST STAMPED HORACE NO 2 1967.
 JH0593'
 JH0593'ALL MARKS AE FLUSH WITH THE GROUND, STANDARD TABLET CRIMPED ON 1/2
 JH0593'IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES 12 IN.
 JH0593'LONG, FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 JH0593'
 JH0593'AZIMUTH MARK - HORACE MWT - POINT SIGHTED FINIAL MWT HORACE.
 JH0593'LOCATED IN NW. PART OF TOWN, 0.3 MI N. ALONG SEC. LINE RD. FROM
 JH0593'RR. CROSSING.  57 FT S., 160 FT W. OF CROSS STREETS.
 JH0593'
 JH0593'AZIMUTH MARK - NEW TRIBUNE MWT - ERECTED IN 1966, POINT SIGHTED
 JH0593'RED LIGHT OFF CENTER, LOCATED IN NW. COR. OF TRIBUNE, N. OF
 JH0593'SCHOOL HOUSE, HORTON WATER SPHEROID, 95 FT TO BCL (BOTTOM OF
 JH0593'CLEARANCE LIGHT)
 JH0593'
 JH0593'AZIMUTH MARK - OLD TRIBUNE MWT - POINT SIGHTED, FINIAL MWT TRIBUNE,
 JH0593'1930 CHICAGO BRIDGE AND IRON WORKS APPROX. 150 FT N. AND 137 FT
 JH0593'E. OF INTERSECTION OF GREELEY AVE. AND INGALLS AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0592 ***********************************************************************
 JH0592  DESIGNATION -  HORACE MUNICIPAL TANK
 JH0592  PID         -  JH0592
 JH0592  STATE/COUNTY-  KS/GREELEY
 JH0592  USGS QUAD   -  TRIBUNE (1970)
 JH0592
 JH0592                         *CURRENT SURVEY CONTROL
 JH0592  ___________________________________________________________________
 JH0592* NAD 83(1997)-  38 28 37.12274(N)    101 47 26.59685(W)     ADJUSTED  
 JH0592* NAVD 88     -                                                        
 JH0592  ___________________________________________________________________
 JH0592  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 JH0592  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 JH0592
 JH0592  HORZ ORDER  -  THIRD
 JH0592
 JH0592.The horizontal coordinates were established by classical geodetic methods
 JH0592.and adjusted by the National Geodetic Survey in October 1998..
 JH0592
 JH0592
 JH0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0592
 JH0592.The geoid height was determined by GEOID03.
 JH0592
 JH0592;                    North         East     Units Scale Factor Converg.
 JH0592;SPC KS S     -   605,989.527   112,914.282   MT  0.99998349   -2 01 20.1
 JH0592;UTM  14      - 4,262,429.444   256,555.655   MT  1.00032991   -1 44 14.1
 JH0592
 JH0592                          SUPERSEDED SURVEY CONTROL
 JH0592
 JH0592  NAD 83(1986)-  38 28 37.12156(N)    101 47 26.59570(W) AD(       ) 4
 JH0592  NAD 27      -  38 28 37.06470(N)    101 47 24.96807(W) AD(       ) 3
 JH0592
 JH0592.Superseded values are not recommended for survey control.
 JH0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0592.See file dsdata.txt to determine how the superseded data were derived.
 JH0592
 JH0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH5655662429(NAD 83)
 JH0592_MARKER: 51 = TANK
 JH0592
 JH0592  HISTORY     - Date     Condition        Report By
 JH0592  HISTORY     - 1967     FIRST OBSERVED   USGS
 JH0592  HISTORY     - 1972     GOOD             NGS
 JH0592
 JH0592                          STATION DESCRIPTION
 JH0592
 JH0592'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0592'HORACE MWT.  LOCATED IN NW. PART OF TOWN, 0.3 MI N. ALONG SEC.
 JH0592'LINE RD. FROM RR. CROSSING, 57 FT S., 160 FT W. OF CROSS STREET.
 JH0592
 JH0592                          STATION RECOVERY (1972)
 JH0592
 JH0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JH0592'THE WATER TANK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 JH0592'1967 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0614 ***********************************************************************
 KH0614  DESIGNATION -  HORINEK
 KH0614  PID         -  KH0614
 KH0614  STATE/COUNTY-  KS/RAWLINS
 KH0614  USGS QUAD   -  ATWOOD NE (1978)
 KH0614
 KH0614                         *CURRENT SURVEY CONTROL
 KH0614  ___________________________________________________________________
 KH0614* NAD 83(1997)-  39 59 15.31451(N)    101 07 18.09782(W)     ADJUSTED  
 KH0614* NAVD 88     -       962.13   (+/-2cm)    3156.6    (feet)  VERTCON   
 KH0614  ___________________________________________________________________
 KH0614  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 KH0614  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 KH0614
 KH0614  HORZ ORDER  -  FIRST
 KH0614  VERT ORDER  -  THIRD ? (See Below)
 KH0614
 KH0614.The horizontal coordinates were established by classical geodetic methods
 KH0614.and adjusted by the National Geodetic Survey in October 1998..
 KH0614
 KH0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0614.The vertical order pertains to the NGVD 29 superseded value.
 KH0614
 KH0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0614
 KH0614.The geoid height was determined by GEOID03.
 KH0614
 KH0614;                    North         East     Units Scale Factor Converg.
 KH0614;SPC KS N     -   188,246.864   133,420.530   MT  1.00003952   -1 58 30.5
 KH0614;SPC NE       -    17,749.452   404,199.043   MT  1.00000563   -0 44 36.0
 KH0614;UTM  14      - 4,428,535.425   318,852.768   MT  1.00000398   -1 21 49.7
 KH0614
 KH0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0614!SPC KS N     -   0.99985282  x   1.00003952  =   0.99989233
 KH0614!SPC NE       -   0.99985282  x   1.00000563  =   0.99985845
 KH0614!UTM  14      -   0.99985282  x   1.00000398  =   0.99985680
 KH0614
 KH0614|---------------------------------------------------------------------|
 KH0614| PID    Reference Object                     Distance      Geod. Az  |
 KH0614|                                                           dddmmss.s |
 KH0614| CP8247 HORINEK RM 1                         79.787 METERS 03349     |
 KH0614| CP8246 HORINEK AZ MK                                      0365309.0 |
 KH0614| CP8248 HORINEK RM 2                         45.616 METERS 09455     |
 KH0614|---------------------------------------------------------------------|
 KH0614
 KH0614                          SUPERSEDED SURVEY CONTROL
 KH0614
 KH0614  NAD 83(1997)-  39 59 15.31453(N)    101 07 18.09800(W) AD(       ) 1
 KH0614  NAD 83(1986)-  39 59 15.31571(N)    101 07 18.10130(W) AD(       ) 1
 KH0614  NAD 27      -  39 59 15.31200(N)    101 07 16.53000(W) AD(       ) 1
 KH0614  NGVD 29 (07/19/86)  961.77   (m)         3155.4    (f) LEVELING    3  
 KH0614
 KH0614.Superseded values are not recommended for survey control.
 KH0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0614.See file dsdata.txt to determine how the superseded data were derived.
 KH0614
 KH0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK1885328535(NAD 83)
 KH0614_MARKER: DS = TRIANGULATION STATION DISK
 KH0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0614
 KH0614  HISTORY     - Date     Condition        Report By
 KH0614  HISTORY     - 1935     MONUMENTED       CGS
 KH0614  HISTORY     - 1951     GOOD             CGS
 KH0614
 KH0614                          STATION DESCRIPTION
 KH0614
 KH0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 KH0614'STATION IS ABOUT 11 MILES SOUTH AND 5-1/2 MILES EAST OF STRATTON,
 KH0614'IN THE SE 1/4 SW 1/4 OF SEC. 3, T. 1 S., R. 34 W., 1 MILE
 KH0614'SOUTH OF THE STATE LINE AND ABOUT 1/4 MILE NORTHEAST OF THE FARM
 KH0614'BUILDINGS OF MR. C.V. KISSLING.  IT IS ON PROPERTY OWNED BY
 KH0614'MR. STANLEY HORINEK OF BEARDSLEY, KANSAS, 48 FEET NORTH OF THE
 KH0614'CENTER OF A GRADED EAST-AND-WEST ROAD AND 150 FEET WEST OF A
 KH0614'SOUTHWEST FENCE CORNER ON THE NORTH SIDE OF THE ROAD.  THE MARK
 KH0614'PROJECTS 6 INCHES.
 KH0614'
 KH0614'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION,
 KH0614'1 FOOT WEST OF THE FENCE LINE, AND PROJECTS 5 INCHES.
 KH0614'
 KH0614'REFERENCE MARK NO. 2 IS EAST OF THE STATION, 37
 KH0614'FEET NORTH OF THE CENTER OF THE ROAD, 4 FEET NORTH OF THE FENCE
 KH0614'CORNER, 1 FOOT WEST OF THE FENCE, AND PROJECTS 1 INCH.
 KH0614'
 KH0614'THE AZIMUTH MARK IS ABOUT 0.85 MILE NORTHEAST OF
 KH0614'THE STATION, 33 FEET WEST OF THE CENTER OF THE ROAD, 1 FOOT
 KH0614'WEST OF THE WEST RIGHT-OF-WAY FENCE, AND PROJECTS 5 INCHES.
 KH0614'
 KH0614'THE STATION IS REACHED FROM STRATTON BY GOING EASTERLY ON
 KH0614'STATE HIGHWAY 3 FOR 3.9 MILES, TURN SOUTH AND GO 8.6 MILES,
 KH0614'TURN EAST 2.0 MILES, TURN SOUTH 2.0 MILES, TURN EAST 0.2
 KH0614'MILE, TURN SOUTH 1.0 MILE, TURN WEST 0.5 MILE TO THE STATION
 KH0614'ON THE NORTH SIDE OF THE ROAD.
 KH0614'
 KH0614'A 10-FOOT STAND CLEARED ALL LINES.
 KH0614
 KH0614                          STATION RECOVERY (1951)
 KH0614
 KH0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0614'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 KH0614'BUT HAD TO BE LOWERED 16 INCHES BELOW THE SURFACE OF THE GROUND.
 KH0614'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE AZIMUTH
 KH0614'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 KH0614'DESCRIBED.
 KH0614'
 KH0614'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KH0614'
 KH0614'THE STATION IS LOCATED ABOUT 13 MILES NORTH-NORTHWEST OF
 KH0614'ATWOOD, 1 MILE SOUTH OF THE KANSAS-NEBRASKA STATE LINE AND
 KH0614'AT THE SOUTH EDGE OF A CULTIVATED FIELD.  IT IS 50.0 FEET
 KH0614'NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD.  IT IS 16
 KH0614'INCHES UNDERGROUND AND STAMPED HORINEK 1935 1951.
 KH0614'
 KH0614'REFERENCE MARK NO. 1 IS 2.0 FEET WEST OF A NORTH-SOUTH FENCE
 KH0614'LINE.  IT PROJECTS 2 INCHES AND IS STAMPED HORINEK NO 1 1935.
 KH0614'
 KH0614'REFERENCE MARK NO. 2 IS 37.0 FEET NORTH OF THE CENTER OF AN
 KH0614'EAST-WEST DIRT ROAD, 15.0 FEET WEST OF A POWERLINE POLE AND
 KH0614'1.0 FOOT WEST OF A NORTH-SOUTH FENCE.  IT IS SET FLUSH AND
 KH0614'STAMPED HORINEK NO 2 1935.
 KH0614'
 KH0614'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0614'NO. 2 IS 230.3 FEET.
 KH0614'
 KH0614'THE AZIMUTH MARK IS 33.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 KH0614'DIRT ROAD, 1.0 FOOT SOUTH OF A WITNESS POST AND AT THE EAST
 KH0614'EDGE OF A CULTIVATED FIELD.  IT PROJECTS 3 INCHES AND IS
 KH0614'STAMPED HORINEK 1935.
 KH0614'
 KH0614'TO REACH THE STATION FROM THE DEPOT AT THE NORTHWEST EDGE
 KH0614'OF ATWOOD, GO NORTH ON STATE HIGHWAY 25 FOR 5.3 MILES TO A
 KH0614'FORK, TAKE LEFT FORK AND GO NORTHERLY ON STATE HIGHWAY 25
 KH0614'FOR 5.0 MILES TO A CROSSROAD, TURN LEFT AND GO WEST ON A
 KH0614'DIRT ROAD FOR 2.9 MILES TO A T INTERSECTION, TURN RIGHT AND
 KH0614'GO NORTH 1.0 MILE TO A T ROAD WEST.  (CONTINUE NORTH FOR 0.7
 KH0614'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.) TAKE T
 KH0614'ROAD AND GO WEST FOR 0.5 MILE TO THE STATION ON THE RIGHT
 KH0614'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0668 ***********************************************************************
 JH0668  DESIGNATION -  HORSE
 JH0668  PID         -  JH0668
 JH0668  STATE/COUNTY-  KS/LANE
 JH0668  USGS QUAD   -  PENDENNIS (1974)
 JH0668
 JH0668                         *CURRENT SURVEY CONTROL
 JH0668  ___________________________________________________________________
 JH0668* NAD 83(1997)-  38 38 21.22557(N)    100 16 01.89516(W)     ADJUSTED  
 JH0668* NAVD 88     -       831.     (meters)    2726.     (feet)  SCALED    
 JH0668  ___________________________________________________________________
 JH0668  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 JH0668  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 JH0668
 JH0668  HORZ ORDER  -  THIRD
 JH0668
 JH0668.The horizontal coordinates were established by classical geodetic methods
 JH0668.and adjusted by the National Geodetic Survey in October 1998..
 JH0668
 JH0668.The orthometric height was scaled from a topographic map.
 JH0668
 JH0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0668
 JH0668.The geoid height was determined by GEOID03.
 JH0668
 JH0668;                    North         East     Units Scale Factor Converg.
 JH0668;SPC KS S     -   620,391.766   246,146.943   MT  1.00001516   -1 05 09.6
 JH0668;SPC KS N     -    36,428.682   202,625.745   MT  1.00001340   -1 26 04.2
 JH0668;UTM  14      - 4,277,504.304   389,714.485   MT  0.99974978   -0 47 28.8
 JH0668
 JH0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0668!SPC KS S     -   0.99987359  x   1.00001516  =   0.99988875
 JH0668!SPC KS N     -   0.99987359  x   1.00001340  =   0.99988699
 JH0668!UTM  14      -   0.99987359  x   0.99974978  =   0.99962341
 JH0668
 JH0668:                Primary Azimuth Mark                     Grid Az
 JH0668:SPC KS S     -  UTICA MUNICIPAL WATER TANK               085 58 57.1
 JH0668:SPC KS N     -  UTICA MUNICIPAL WATER TANK               086 19 51.7
 JH0668:UTM  14      -  UTICA MUNICIPAL WATER TANK               085 41 16.3
 JH0668
 JH0668|---------------------------------------------------------------------|
 JH0668| PID    Reference Object                     Distance      Geod. Az  |
 JH0668|                                                           dddmmss.s |
 JH0668| JH0665 UTICA MUNICIPAL WATER TANK          APPROX. 8.9 KM 0845347.5 |
 JH0668| CK9912 HORSE RM 1                           11.665 METERS 17615     |
 JH0668| CK9913 HORSE RM 2                           13.021 METERS 26616     |
 JH0668| CK9911 HORSE AZ MK                                        2730415.1 |
 JH0668|---------------------------------------------------------------------|
 JH0668
 JH0668                          SUPERSEDED SURVEY CONTROL
 JH0668
 JH0668  NAD 83(1986)-  38 38 21.23064(N)    100 16 01.89692(W) AD(       ) 3
 JH0668  NAD 27      -  38 38 21.17395(N)    100 16 00.41969(W) AD(       ) 3
 JH0668
 JH0668.Superseded values are not recommended for survey control.
 JH0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0668.See file dsdata.txt to determine how the superseded data were derived.
 JH0668
 JH0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH8971477504(NAD 83)
 JH0668_MARKER: DS = TRIANGULATION STATION DISK
 JH0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0668
 JH0668  HISTORY     - Date     Condition        Report By
 JH0668  HISTORY     - 1964     MONUMENTED       CGS
 JH0668
 JH0668                          STATION DESCRIPTION
 JH0668
 JH0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0668'THE STATION IS 5-1/2 MILES WEST OF UTICA, 1 MILE WEST OF THE
 JH0668'LANE-NESS COUNTY LINE, IN THE NORTHEAST QUARTER OF SECTION 26, T 16
 JH0668'S R 27 W, AND ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 4.
 JH0668'
 JH0668'TO REACH THE STATION FROM THE POST OFFICE IN UTICA, GO SOUTH ON A
 JH0668'GRAVEL STREET FOR 0.2 MILE TO STATE HIGHWAY 4.  TURN RIGHT AND GO
 JH0668'WEST ON HIGHWAY 4 FOR 4.4 MILES TO THE LANE-NESS COUNTY LINE.
 JH0668'CONTINUE WEST ON HIGHWAY 4 FOR 1.0 MILE TO A CROSSROAD AND THE
 JH0668'STATION ON THE LEFT, IN THE SOUTHWEST ANGLE OF THE CROSSROAD.
 JH0668'
 JH0668'STATION MARKS ARE STANDARD DISKS STAMPED HORSE 1964.  THE SURFACE
 JH0668'DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS
 JH0668'73 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 4, 37 FEET WEST OF THE
 JH0668'CENTER OF A GRAVEL ROAD, 5 FEET NORTHWEST OF A POWER POLE IN A
 JH0668'FENCE CORNER, 3.5 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER,
 JH0668'AND 3.5 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 JH0668'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 JH0668'SURFACE OF THE GROUND.
 JH0668'
 JH0668'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HORSE NO 1 1964, IS SET
 JH0668'IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 38 FEET
 JH0668'SOUTH OF THE METAL WITNESS POST, 35 FEET WEST OF THE CENTER OF THE
 JH0668'GRAVEL ROAD AND 34 FEET SOUTH OF THE POWER POLE.
 JH0668'
 JH0668'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HORSE NO 2 1964, IS SET
 JH0668'IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 75.5 FEET
 JH0668'SOUTH OF THE CENTER LINE OF HIGHWAY 4, 45.5 FEET WEST OF THE POWER
 JH0668'POLE AND 1 FOOT NORTH OF A FENCE.
 JH0668'
 JH0668'AZIMUTH MARK IS A STANDARD DISK STAMPED HORSE 1964, SET IN A ROUND
 JH0668'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 62 FEET NORTH OF THE
 JH0668'CENTER LINE OF HIGHWAY 4, 45.5 FEET SOUTH OF THE SOUTH RAIL OF
 JH0668'RAILROAD TRACKS, 14.5 FEET EAST OF THE CENTER OF A FIELD ENTRANCE
 JH0668'AND 2 FEET NORTH OF A METAL WITNESS POST AND TELEPHONE POLE.
 JH0668'
 JH0668'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 4 FOR
 JH0668'0.4 MILE TO A FARM LANE ON THE LEFT, A FIELD ENTRANCE AND THE
 JH0668'AZIMUTH MARK ON THE RIGHT.
 JH0668'
 JH0668'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1173 ***********************************************************************
 KF1173  DESIGNATION -  HORSESHOE
 KF1173  PID         -  KF1173
 KF1173  STATE/COUNTY-  KS/WASHINGTON
 KF1173  USGS QUAD   -  HANOVER EAST (1983)
 KF1173
 KF1173                         *CURRENT SURVEY CONTROL
 KF1173  ___________________________________________________________________
 KF1173* NAD 83(1997)-  39 55 45.47880(N)    096 51 01.01435(W)     ADJUSTED  
 KF1173* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 KF1173  ___________________________________________________________________
 KF1173  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 KF1173  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 KF1173
 KF1173  HORZ ORDER  -  SECOND
 KF1173
 KF1173.The horizontal coordinates were established by classical geodetic methods
 KF1173.and adjusted by the National Geodetic Survey in October 1998..
 KF1173
 KF1173.The orthometric height was scaled from a topographic map.
 KF1173
 KF1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1173
 KF1173.The geoid height was determined by GEOID03.
 KF1173
 KF1173;                    North         East     Units Scale Factor Converg.
 KF1173;SPC KS N     -   177,803.333   498,280.062   MT  1.00002694   +0 43 38.8
 KF1173;SPC NE       -    15,559.911   769,193.023   MT  1.00003269   +2 05 14.3
 KF1173;UTM  14      - 4,422,122.646   683,696.092   MT  1.00001543   +1 22 48.6
 KF1173
 KF1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1173!SPC KS N     -   0.99993758  x   1.00002694  =   0.99996452
 KF1173!SPC NE       -   0.99993758  x   1.00003269  =   0.99997027
 KF1173!UTM  14      -   0.99993758  x   1.00001543  =   0.99995301
 KF1173
 KF1173|---------------------------------------------------------------------|
 KF1173| PID    Reference Object                     Distance      Geod. Az  |
 KF1173|                                                           dddmmss.s |
 KF1173| CL7120 HORSESHOE RM 3                       28.873 METERS 05843     |
 KF1173| CL7118 HORSESHOE RM 1                       25.714 METERS 08601     |
 KF1173| KF1172 HANOVER MUNICIPAL STANDPIPE         APPROX. 4.4 KM 2050912.4 |
 KF1173| KF1169 HANOVER ST JOANNIS BAP CHURCH       APPROX. 4.6 KM 2052119.0 |
 KF1173| CL7117 HORSESHOE AZ MK                                    2711948.2 |
 KF1173| CL7119 HORSESHOE RM 2                       15.350 METERS 35118     |
 KF1173|---------------------------------------------------------------------|
 KF1173
 KF1173                          SUPERSEDED SURVEY CONTROL
 KF1173
 KF1173  NAD 83(1997)-  39 55 45.47917(N)    096 51 01.01454(W) AD(       ) 2
 KF1173  NAD 83(1986)-  39 55 45.48425(N)    096 51 01.01169(W) AD(       ) 2
 KF1173  NAD 27      -  39 55 45.46900(N)    096 50 59.92000(W) AD(       ) 2
 KF1173
 KF1173.Superseded values are not recommended for survey control.
 KF1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1173.See file dsdata.txt to determine how the superseded data were derived.
 KF1173
 KF1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK8369622123(NAD 83)
 KF1173_MARKER: DS = TRIANGULATION STATION DISK
 KF1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1173
 KF1173  HISTORY     - Date     Condition        Report By
 KF1173  HISTORY     - 1947     MONUMENTED       CGS
 KF1173  HISTORY     - 1965     GOOD             CGS
 KF1173
 KF1173                          STATION DESCRIPTION
 KF1173
 KF1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1173'THE STATION IS LOCATED ABOUT 12.0 MILES NORTHWEST OF MARYSVILLE,
 KF1173'3.0 MILES NORTHEAST OF HANOVER AND 1.0 MILE SOUTH OF HORSESHOE
 KF1173'CREEK ON LAND OWNED BY A MR MUELDER.  IT IS 0.6 MILE EAST OF
 KF1173'STATE ROUTE 15E, 25 FEET SOUTH OF THE CENTER OF EAST-WEST
 KF1173'SECTION LINE ROAD, 50 FEET SOUTH OF WIRE GATE IN EAST-WEST
 KF1173'FENCE LINE ACROSS ROAD FROM STATION AND 4 FEET EAST OF WITNESS
 KF1173'POST.  IT IS STAMPED HORSESHOE 1947 AND SET FLUSH WITH THE
 KF1173'GROUND SURFACE.
 KF1173'
 KF1173'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET IN THE NORTH
 KF1173'EDGE OF THE CULTIVATED FIELD, 23 FEET SOUTH OF THE CENTER OF
 KF1173'THE EAST-WEST SECTION LINE ROAD.  IT IS STAMPED HORSESHOE
 KF1173'NO 1 1947 AND PROJECTS 6 INCHES.
 KF1173'
 KF1173'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 24 FEET
 KF1173'NORTH OF THE CENTER OF EAST-WEST SECTION LINE ROAD, 9 FEET WEST
 KF1173'OF THE WEST END OF THE WIRE GATE AND 1 FOOT SOUTH OF EAST-WEST
 KF1173'FENCE LINE.  IT IS STAMPED HORSESHOE NO 2 1947 AND PROJECTS 6
 KF1173'INCHES.
 KF1173'
 KF1173'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, 25
 KF1173'FEET NORTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD,
 KF1173'0.3 MILE EAST OF STATE ROUTE 15E, 2 FEET EAST OF WHITE WITNESS
 KF1173'POST AND 1 FOOT SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 KF1173'HORSESHOE 1947 AND PROJECTS 6 INCHES.
 KF1173'
 KF1173'TO REACH THE STATION FROM THE POINT WHERE 15E TURNS NORTH
 KF1173'AT THE STAND PIPE IN HANOVER, GO NORTH ON STATE ROUTE 15E
 KF1173'FOR 3.0 MILES TO CROSSROADS AND SMALL RED BARN IN NORTHEAST
 KF1173'ANGLE, TURN RIGHT AND GO EAST FOR 0.3 MILE TO THE AZIMUTH
 KF1173'MARK ON THE LEFT AS DESCRIBED, CONTINUE EAST ON SECTION LINE
 KF1173'ROAD FOR 0.3 MILE TO THE STATION JUST SOUTH OF WIRE GATE AS
 KF1173'DESCRIBED.
 KF1173'
 KF1173'A 4 FOOT SIGNAL AT STATION HANOVER IS V.G.
 KF1173'
 KF1173'A 74 FOOT SIGNAL AT STATION ST PAUL IS V.G.
 KF1173'
 KF1173'A 4 FOOT SIGNAL AT STATION HOLLENBERG IS VISIBLE AT 37 FEET.
 KF1173'
 KF1173'A 47 FOOT SIGNAL AT STATION LANHAM IS V.G.
 KF1173'
 KF1173'A 74 FOOT SIGNAL AT STATION ODELL IS V.G.
 KF1173'
 KF1173'A 74 FOOT SIGNAL AT STATION BAR IS V.G.
 KF1173'
 KF1173'A 74 FOOT SIGNAL AT STATION BREMEN IS V.G.
 KF1173'
 KF1173'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1173
 KF1173                          STATION RECOVERY (1965)
 KF1173
 KF1173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KF1173'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 KF1173'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 KF1173'NO. 1 WAS IN A CULTIVATED FIELD AND THE MARK WAS DESTROYED.
 KF1173'
 KF1173'REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.
 KF1173'
 KF1173'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KF1173'
 KF1173'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF MARYSVILLE,
 KF1173'3 MILES NORTHEAST OF HANOVER, 1 MILES SOUTH OF HORSESHOE CREEK,
 KF1173'0.6 MILE EAST OF STATE HIGHWAY 15E, AND ON THE SOUTH SIDE
 KF1173'OF A DIRT ROAD.
 KF1173'
 KF1173'STATION MARK, A STANDARD DISK STAMPED HORSESHOE 1947, IS SET
 KF1173'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KF1173'THE SURFACE OF THE GROUND.  IT IS 25 FEET SOUTH OF THE CENTER
 KF1173'OF THE DIRT ROAD, 1 FOOT WEST OF A METAL WITNESS POST, AND
 KF1173'AT THE NORTH EDGE OF A CULTIVATED FIELD.
 KF1173'
 KF1173'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HORSESHOE NO 2 1947,
 KF1173'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KF1173'PROJECTS 5 INCHES.  IT IS 25.5 FEET NORTH OF THE CENTER OF
 KF1173'THE DIRT ROAD, 16 FEET WEST OF THE CENTER OF A FIELD ENTRANCE,
 KF1173'AND 1 FOOT SOUTH OF A FENCELINE.
 KF1173'
 KF1173'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HORSESHOE NO 3
 KF1173'1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KF1173'6 INCHES.  IT IS 73 FEET EAST OF THE CENTER OF THE FIELD
 KF1173'ENTRANCE, 25.5 FEET NORTH OF THE CENTER OF THE DIRT ROAD, AND
 KF1173'1 FOOT SOUTH OF THE FENCELINE.
 KF1173'
 KF1173'AZIMUTH MARK, A STANDARD DISK STAMPED HORSESHOE 1947, IS SET
 KF1173'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 KF1173'IT IS 23 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 15 FEET
 KF1173'EAST OF THE CENTER OF A FIELD ENTRANCE, 1.5 FEET EAST OF A
 KF1173'METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCELINE.
 KF1173'
 KF1173'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15E
 KF1173'AND STATE HIGHWAY 234 ABOUT 1/2 MILE EAST OF HANOVER (MAIN ROAD
 KF1173'LEADING TO HANOVER), GO NORTH ON STATE HIGHWAY 15E FOR 2.55 MILES
 KF1173'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.3
 KF1173'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE
 KF1173'DIRT ROAD FOR 0.3 MILE TO A FIELD ENTRANCE ON THE LEFT AND
 KF1173'THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0958 ***********************************************************************
 KE0958  DESIGNATION -  HORTON
 KE0958  PID         -  KE0958
 KE0958  STATE/COUNTY-  KS/BROWN
 KE0958  USGS QUAD   -  HORTON (1961)
 KE0958
 KE0958                         *CURRENT SURVEY CONTROL
 KE0958  ___________________________________________________________________
 KE0958* NAD 83(1986)-  39 39 35.     (N)    095 31 32.     (W)     SCALED    
 KE0958* NAVD 88     -       329.884  (meters)    1082.29   (feet)  ADJUSTED  
 KE0958  ___________________________________________________________________
 KE0958  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 KE0958  DYNAMIC HT  -         329.683 (meters)    1081.63  (feet)  COMP
 KE0958  MODELED GRAV-     980,006.4   (mgal)                       NAVD 88
 KE0958
 KE0958  VERT ORDER  -  SECOND    CLASS 0
 KE0958
 KE0958.The horizontal coordinates were scaled from a topographic map and have
 KE0958.an estimated accuracy of +/- 6 seconds.
 KE0958
 KE0958.The orthometric height was determined by differential leveling
 KE0958.and adjusted by the National Geodetic Survey in June 1991..
 KE0958
 KE0958.The geoid height was determined by GEOID03.
 KE0958
 KE0958.The dynamic height is computed by dividing the NAVD 88
 KE0958.geopotential number by the normal gravity value computed on the
 KE0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0958.degrees latitude (g = 980.6199 gals.).
 KE0958
 KE0958.The modeled gravity was interpolated from observed gravity values.
 KE0958
 KE0958;                    North         East    Units  Estimated Accuracy
 KE0958;SPC KS N     -   150,150.      612,320.      MT  (+/- 180 meters Scaled)
 KE0958
 KE0958                          SUPERSEDED SURVEY CONTROL
 KE0958
 KE0958  NGVD 29 (??/??/92)  329.780  (m)         1081.95   (f) ADJ UNCH    2 0
 KE0958
 KE0958.Superseded values are not recommended for survey control.
 KE0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0958.See file dsdata.txt to determine how the superseded data were derived.
 KE0958
 KE0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD833930(NAD 83)
 KE0958_MARKER: DB = BENCH MARK DISK
 KE0958_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0958_SP_SET: WALL
 KE0958_STAMPING: HORTON 1934
 KE0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0958+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2004
 KE0958
 KE0958  HISTORY     - Date     Condition        Report By
 KE0958  HISTORY     - 1934     MONUMENTED       CGS
 KE0958  HISTORY     - 1950     GOOD             NGS
 KE0958  HISTORY     - 1980     GOOD             KSDT
 KE0958  HISTORY     - 20041029 GOOD             GEOCAC
 KE0958
 KE0958                          STATION DESCRIPTION
 KE0958
 KE0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0958'AT HORTON.
 KE0958'AT HORTON, BROWN COUNTY, AT THE NORTHWEST CORNER OF THE CITY
 KE0958'HALL, IN THE NORTH STONE WALL OF THE BUILDING, 1 FOOT FROM THE
 KE0958'WEST END OF THE WALL, AND 6 INCHES ABOVE THE GROUND.  A STANDARD
 KE0958'DISK, STAMPED HORTON 1934 AND SET VERTICALLY.
 KE0958
 KE0958                          STATION RECOVERY (1950)
 KE0958
 KE0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0958'RECOVERED IN GOOD CONDITION.
 KE0958
 KE0958                          STATION RECOVERY (1980)
 KE0958
 KE0958'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1980
 KE0958'RECOVERED IN GOOD CONDITION.
 KE0958
 KE0958                          STATION RECOVERY (2004)
 KE0958
 KE0958'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0729 ***********************************************************************
 JH0729  DESIGNATION -  HOUSTON
 JH0729  PID         -  JH0729
 JH0729  STATE/COUNTY-  KS/SCOTT
 JH0729  USGS QUAD   -  TRACTOR (1978)
 JH0729
 JH0729                         *CURRENT SURVEY CONTROL
 JH0729  ___________________________________________________________________
 JH0729* NAD 83(1997)-  38 22 45.97850(N)    100 51 25.00433(W)     ADJUSTED  
 JH0729* NAVD 88     -       927.69   (+/-2cm)    3043.6    (feet)  VERTCON   
 JH0729  ___________________________________________________________________
 JH0729  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 JH0729  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 JH0729
 JH0729  HORZ ORDER  -  FIRST
 JH0729  VERT ORDER  -  THIRD ? (See Below)
 JH0729
 JH0729.The horizontal coordinates were established by classical geodetic methods
 JH0729.and adjusted by the National Geodetic Survey in October 1998..
 JH0729
 JH0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0729.The vertical order pertains to the NGVD 29 superseded value.
 JH0729
 JH0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0729
 JH0729.The geoid height was determined by GEOID03.
 JH0729
 JH0729;                    North         East     Units Scale Factor Converg.
 JH0729;SPC KS S     -   592,698.434   194,083.310   MT  0.99996833   -1 26 54.3
 JH0729;UTM  14      - 4,249,548.077   337,802.174   MT  0.99992400   -1 09 11.4
 JH0729
 JH0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0729!SPC KS S     -   0.99985837  x   0.99996833  =   0.99982671
 JH0729!UTM  14      -   0.99985837  x   0.99992400  =   0.99978238
 JH0729
 JH0729|---------------------------------------------------------------------|
 JH0729| PID    Reference Object                     Distance      Geod. Az  |
 JH0729|                                                           dddmmss.s |
 JH0729| CK9916 HOUSTON RM 2                        218.491 METERS 03246     |
 JH0729| CK9917 HOUSTON RM 3                         22.788 METERS 07820     |
 JH0729| CK9918 HOUSTON RM 4                         23.530 METERS 17850     |
 JH0729| JH0732 SHALLOW WATER CENTURY REF STK       APPROX. 8.9 KM 2131628.8 |
 JH0729| JH0740 SHALLOW WATER COLLINGWOOD ELEV      APPROX. 5.1 KM 2645937.8 |
 JH0729| CK9914 HOUSTON AZ MK                                      2811320.6 |
 JH0729| JH0742 SCOTT CITY KANS NEBR GAS MAST       APPROX.15.8 KM 3172311.0 |
 JH0729| JH0741 SCOTT CITY WHEATLAND ELEC MAST      APPROX.12.7 KM 3323318.4 |
 JH0729| JH0736 SCOTT CITY MUNICIPAL TANK           APPROX.12.2 KM 3392214.8 |
 JH0729| JH0737 SCOTT CITY K13 CZ TRANSLATOR        APPROX.12.6 KM 3411021.3 |
 JH0729| CK9915 HOUSTON RM 1                        186.640 METERS 35459     |
 JH0729|---------------------------------------------------------------------|
 JH0729
 JH0729                          SUPERSEDED SURVEY CONTROL
 JH0729
 JH0729  NAD 83(1986)-  38 22 45.98212(N)    100 51 25.00278(W) AD(       ) 1
 JH0729  NAD 27      -  38 22 45.91003(N)    100 51 23.45131(W) AD(       ) 1
 JH0729  NGVD 29 (07/19/86)  927.40   (m)         3042.6    (f) LEVELING    3  
 JH0729
 JH0729.Superseded values are not recommended for survey control.
 JH0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0729.See file dsdata.txt to determine how the superseded data were derived.
 JH0729
 JH0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3780249548(NAD 83)
 JH0729_MARKER: DS = TRIANGULATION STATION DISK
 JH0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0729
 JH0729  HISTORY     - Date     Condition        Report By
 JH0729  HISTORY     - 1933     MONUMENTED       CGS
 JH0729  HISTORY     - 1962     GOOD             CGS
 JH0729  HISTORY     - 1963     SEE DESCRIPTION  CGS
 JH0729  HISTORY     - 1968     GOOD             CGS
 JH0729
 JH0729                          STATION DESCRIPTION
 JH0729
 JH0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0729'ABOUT 8 MILES SOUTH 20 DEGREES EAST OF SCOTT CITY, AND 3 MILES
 JH0729'EAST OF SHALLOW WATER, NEAR THE NORTHEAST CORNER OF SEC. 28,
 JH0729'T. 19 S., R. 32 W., ON LAND OWNED BY F.M. HOUSTON AND LEASED
 JH0729'BY ALBERT ALLEN.  STATION IS ON A LOW, FLAT TOPPED PROMINENT
 JH0729'HILL IN CULTIVATED GROUND.  STATION IS ON HIGHEST PART OF HILL
 JH0729'WHICH IS ABOUT 0.1 MILE SOUTH OF EAST-AND-WEST SECTION-LINE
 JH0729'ROAD.
 JH0729'
 JH0729'STATION MARK IS BURIED ABOUT 16 INCHES.
 JH0729'
 JH0729'REFERENCE MARK NO. 1 IS NORTH OF STATION IN FENCE LINE ON SOUTH
 JH0729'SIDE OF EAST-AND-WEST ROAD WHICH DIVIDES SECTIONS 28 AND 17.
 JH0729'
 JH0729'REFERENCE MARK NO. 2 IS NORTHEAST OF STATION IN FENCE LINE
 JH0729'ON SOUTH SIDE OF EAST-AND-WEST ROAD WHICH DIVIDES SECTIONS
 JH0729'28 AND 17.
 JH0729'
 JH0729'AZIMUTH MARK IS NORTH OF WEST OF STATION IN SOUTH SIDE OF
 JH0729'EAST-AND-WEST ROAD WHICH DIVIDES SECTIONS 28 AND 17 IN FENCE
 JH0729'LINE AND ABOUT 100 FEET EAST OF FENCE CORNER.
 JH0729'
 JH0729'ALL MARKS PROJECT ABOUT 4 INCHES EXCEPT STATION MARK.
 JH0729'
 JH0729'STATION REACHED FROM SCOTT CITY BY GOING SOUTH FROM WATER
 JH0729'TANK ON U.S. HIGHWAY 83 FOR 7.0 MILES.  TURN EAST AND GO 2.7
 JH0729'MILES TO HIGHEST PART OF HILL.  STATION IS ABOUT 0.1 MILE SOUTH
 JH0729'OF THIS POINT.
 JH0729'
 JH0729'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 JH0729'DESCRIBED.
 JH0729'
 JH0729'HEIGHT OF LIGHT ABOVE STATION MARK - 0.3 METER.
 JH0729
 JH0729                          STATION RECOVERY (1962)
 JH0729
 JH0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 JH0729'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JH0729'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 JH0729'
 JH0729'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHEAST OF SCOTT CITY, AND
 JH0729'ABOUT 3.0 MILES EAST OF SHALLOW WATER, ON LAND OWNED BY MR. M. F.
 JH0729'HOUSTON.  IT IS ON A LOW, FLAT TOPPED, UNCULTIVATED PROMINENT HILL
 JH0729'WHICH IS NEAR THE NORTHEAST CORNER OF SECTION 28, T. 19 S.,
 JH0729'R. 32 W.
 JH0729'
 JH0729'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 83 AND
 JH0729'STATE HIGHWAY NO. 96 IN SCOTT CITY, GO SOUTH ON U.S. HIGHWAY
 JH0729'NO. 83 FOR 7.0 MILES (0.5 MILE NORTH OF SHALLOW WATER) TO A SIDE
 JH0729'ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON A SECTION LINE ROAD FOR
 JH0729'2.0 MILES TO CROSSROADS AT A T INTERSECTION OF TWO POWER
 JH0729'LINES.  CONTINUE EAST ON A SECTION LINE ROAD FOR 180 FEET TO
 JH0729'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON A SECTION LINE ROAD
 JH0729'FOR 0.7 MILE TO REFERENCE MARK NO. 1.  TURN RIGHT AND GO SOUTH
 JH0729'ACROSS AN UNCULTIVATED FIELD FOR 0.1 MILE TO THE HIGHEST PART OF
 JH0729'HILL AND THE STATION SITE.
 JH0729'
 JH0729'STATION MARK, A STANDARD DISK STAMPED HOUSTON 1933, IS SET IN
 JH0729'CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST WHICH IS 5
 JH0729'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 512 FEET WEST OF THE
 JH0729'WEST EDGE OF A CULTIVATED FIELD, 3.5 FEET EAST OF A METAL WITNESS
 JH0729'POST, AND 643 FEET SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD.
 JH0729'
 JH0729'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOUSTON NO 1 1933, IS
 JH0729'SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST WHICH
 JH0729'IS 5 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 30 FEET SOUTH
 JH0729'OF THE SOUTH EDGE OF A CULTIVATED FIELD AND 1.8 FEET EAST OF A
 JH0729'METAL WITNESS POST.
 JH0729'
 JH0729'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOUSTON NO 2 1933, IS
 JH0729'SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST WHICH
 JH0729'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 30 FEET SOUTH
 JH0729'OF THE SOUTH EDGE OF A CULTIVATED FIELD AND 2.5 FEET WEST OF A METAL
 JH0729'WITNESS POST.
 JH0729'
 JH0729'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED HOUSTON
 JH0729'AZIMUTH 1933, IS SET IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH
 JH0729'CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 JH0729'IT IS 11 FEET SOUTH OF AN EAST-WEST SECTION LINE ROAD, 166.5 FEET
 JH0729'EAST OF A POWER LINE POLE, AND 0.6 FEET EAST OF A METAL WITNESS
 JH0729'POST.
 JH0729
 JH0729                          STATION RECOVERY (1963)
 JH0729
 JH0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0729'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 JH0729'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1962.  THE
 JH0729'HORIZONTAL DISTANCE TO REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JH0729'WERE FOUND IN ERROR, THE HORIZONTAL DIRECTION WAS CHECKED TO BOTH
 JH0729'REFERENCE MARKS.  THE HORIZONTAL DIRECTION TO THE AZIMUTH MARK
 JH0729'WAS NOT CHECKED, THE MARK LOOKS TO HAVE BEEN HIT BY FARM MACHINERY.
 JH0729'BECAUSE REFERENCE MARKS NO. 1 AND NO. 2 ARE NOW BELOW THE SURFACE OF
 JH0729'THE GROUND TWO NEW REFERENCE MARKS WERE ESTABLISHED CLOSER TO THE
 JH0729'STATION.  A NEW DESCRIPTION FOLLOWS
 JH0729'
 JH0729'THE STATION IS 8 MILES SOUTHEAST OF SCOTT CITY, 3 MILES EAST OF
 JH0729'SHALLOW WATER, ON THE HIGHEST POINT OF A LOW GRASSY KNOLL, IN THE
 JH0729'NORTHEAST CORNER OF SECTION 28, T. 19 S., R. 32 W., ON PROPERTY
 JH0729'OWNED BY MR. M. F. HOUSTON.
 JH0729'
 JH0729'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 83 AND STATE
 JH0729'HIGHWAY 96 IN SCOTT CITY, GO SOUTH ON U.S. HIGHWAY 83 FOR 6.8 MILES
 JH0729'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A GRADED ROAD FOR
 JH0729'2.0 MILES TO A T-INTERSECTION OF TWO POWER LINES AND THE AZIMUTH
 JH0729'MARK AS DESCRIBED, 166.5 FEET EAST OF A POWER POLE.  CONTINUE
 JH0729'EAST ON A TRACK ROAD FOR 0.6 MILE TO REFERENCE MARK NO. 1 AS
 JH0729'DESCRIBED.  TURN RIGHT AND GO SOUTH ACROSS AN OPEN PASTURE FOR 0.1
 JH0729'MILE TO THE STATION AS DESCRIBED.
 JH0729'
 JH0729'THE STATION MARK, A STANDARD DISK STAMPED HOUSTON 1933, IS SET IN
 JH0729'THE TOP OF A 12-INCH CONCRETE POST WHICH IS 15 INCHES BELOW THE
 JH0729'SURFACE OF THE GROUND.  IT IS 3.5 FEET EAST OF A METAL WITNESS
 JH0729'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JH0729'
 JH0729'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOUSTON NO 1 1933,
 JH0729'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS 6
 JH0729'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 1.8 FEET EAST OF A
 JH0729'METAL WITNESS POST AND IS ALONG THE SOUTH EDGE OF AN ABANDONED
 JH0729'SECTION LINE ROAD.
 JH0729'
 JH0729'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOUSTON NO 2 1933, IS
 JH0729'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS 12 INCHES
 JH0729'BELOW THE SURFACE OF THE GROUND.  IT IS 2.3 FEET WEST OF A METAL
 JH0729'WITNESS POST AND IS ALONG THE SOUTH EDGE OF AN ABANDONED SECTION
 JH0729'LINE ROAD.
 JH0729'
 JH0729'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HOUSTON NO 3 1933
 JH0729'1963, IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 JH0729'PROJECTS 8 INCHES.
 JH0729'
 JH0729'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HOUSTON NO 3 1933
 JH0729'1963, IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 JH0729'PROJECTS 5 INCHES.
 JH0729'
 JH0729'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED HOUSTON
 JH0729'AZIMUTH 1933, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 JH0729'WHICH IS SET FLUSH.  IT IS 166-1/2 FEET EAST OF A POWER POLE, 12
 JH0729'FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 1 FOOT NORTH OF A METAL
 JH0729'WITNESS POST.
 JH0729'
 JH0729'NOTE--THE HORIZONTAL DISTANCE TO REFERENCE MARK NO. 1 AND NO. 2 WERE
 JH0729'COMPUTED.  A TRAVERSE WAS RUN FROM REFERENCE MARK NO. 1 TO NO. 2
 JH0729'AND BOTH REFERENCE MARKS WERE OCCUPIED.
 JH0729'
 JH0729'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 (441.64 FEET)
 JH0729'134.612 METERS.
 JH0729'
 JH0729'REFERENCE MARK NO. 3 TO REFERENCE MARK NO. 4 116.88 FEET
 JH0729'(35.625 METERS).
 JH0729'
 JH0729'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JH0729
 JH0729                          STATION RECOVERY (1968)
 JH0729
 JH0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JH0729'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, REFERENCE
 JH0729'MARK NO. 3, REFERENCE MARK NO. 4, AND THE AZIMUTH MARK WERE
 JH0729'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 JH0729'TO REACH IS ADEQUATE FOR RECOVERY.
 JH0729'
 JH0729'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES EAST
 JH0729'OF SHALLOW WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0690 ***********************************************************************
 KG0690  DESIGNATION -  HOUSTON RESET
 KG0690  PID         -  KG0690
 KG0690  STATE/COUNTY-  KS/SMITH
 KG0690  USGS QUAD   -  GAYLORD SW (1961)
 KG0690
 KG0690                         *CURRENT SURVEY CONTROL
 KG0690  ___________________________________________________________________
 KG0690* NAD 83(1997)-  39 35 49.69280(N)    098 55 13.80297(W)     ADJUSTED  
 KG0690* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 KG0690  ___________________________________________________________________
 KG0690  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 KG0690  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 KG0690
 KG0690  HORZ ORDER  -  THIRD
 KG0690
 KG0690.The horizontal coordinates were established by classical geodetic methods
 KG0690.and adjusted by the National Geodetic Survey in October 1998..
 KG0690
 KG0690.The orthometric height was scaled from a topographic map.
 KG0690
 KG0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0690
 KG0690.The geoid height was determined by GEOID03.
 KG0690
 KG0690;                    North         East     Units Scale Factor Converg.
 KG0690;SPC KS N     -   140,701.270   320,938.231   MT  0.99997509   -0 34 56.7
 KG0690;UTM  14      - 4,383,047.930   506,825.737   MT  0.99960057   +0 03 02.4
 KG0690
 KG0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0690!SPC KS N     -   0.99991729  x   0.99997509  =   0.99989238
 KG0690!UTM  14      -   0.99991729  x   0.99960057  =   0.99951789
 KG0690
 KG0690|---------------------------------------------------------------------|
 KG0690| PID    Reference Object                     Distance      Geod. Az  |
 KG0690|                                                           dddmmss.s |
 KG0690| CQ5592 HOUSTON RM 3                         13.468 METERS 01725     |
 KG0690| KG0695 SMITH CENTER STANDPIPE              APPROX.23.6 KM 0313444.3 |
 KG0690| KG0684 GAYLORD MUNICIPAL TANK              APPROX. 8.6 KM 0463815.8 |
 KG0690| CQ5590 HOUSTON RM 1                         11.652 METERS 08900     |
 KG0690| KG0691 HOUSTON AZ MK 2                     APPROX. 1.1 KM 0913412.8 |
 KG0690| CQ5593 HOUSTON RM 4                         11.491 METERS 09613     |
 KG0690| CQ5591 HOUSTON RM 2                         11.592 METERS 35137     |
 KG0690|---------------------------------------------------------------------|
 KG0690
 KG0690                          SUPERSEDED SURVEY CONTROL
 KG0690
 KG0690  NAD 83(1997)-  39 35 49.69800(N)    098 55 13.80309(W) AD(       ) 3
 KG0690  NAD 83(1986)-  39 35 49.69862(N)    098 55 13.80321(W) AD(       ) 3
 KG0690  NAD 27      -  39 35 49.66300(N)    098 55 12.51600(W) AD(       ) 3
 KG0690
 KG0690.Superseded values are not recommended for survey control.
 KG0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0690.See file dsdata.txt to determine how the superseded data were derived.
 KG0690
 KG0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ0682683048(NAD 83)
 KG0690_MARKER: DS = TRIANGULATION STATION DISK
 KG0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0690_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 KG0690
 KG0690  HISTORY     - Date     Condition        Report By
 KG0690  HISTORY     - 1950     MONUMENTED       CGS
 KG0690  HISTORY     - 1960     GOOD             USGS
 KG0690  HISTORY     - 1979     GOOD             NGS
 KG0690
 KG0690                          STATION DESCRIPTION
 KG0690
 KG0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0690'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 1.0 MILE
 KG0690'EAST OF CEDAR, 3.75 MILES WEST AND 3.5 MILES SOUTH OF GAYLORD
 KG0690'AND 2.0 MILES NORTH OF THE OSBORNE-SMITH COUNTY LINE.  IT
 KG0690'IS ON THE SOUTH RIGHT-OF-WAY OF EAST-WEST SECTION LINE ROAD,
 KG0690'18 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD AND 5 FEET
 KG0690'EAST OF WITNESS POST.  IT IS STAMPED HOUSTON 1950 AND PROJECTS
 KG0690'3 INCHES.
 KG0690'
 KG0690'REFERENCE MARK NO. 1 IS ON THE RIGHT-OF-WAY OF EAST-WEST
 KG0690'ROAD, 18 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD.  IT
 KG0690'IS STAMPED HOUSTON NO 1 1950 AND PROJECTS 3 INCHES.
 KG0690'
 KG0690'REFERENCE MARK NO. 2 IS ON THE RIGHT-OF-WAY OF EAST-WEST
 KG0690'ROAD, 18 FEET NORTH OF THE CENTER OF EAST-WEST ROAD.  IT
 KG0690'IS STAMPED HOUSTON NO 2 1950 AND PROJECTS 3 INCHES.
 KG0690'
 KG0690'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 KG0690'MARK NO. 2 IS 57.3 FEET.
 KG0690'
 KG0690'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY OF EAST-WEST SECTION
 KG0690'LINE ROAD, 0.15 MILE WEST OF NORTH-SOUTH GRAVELED ROAD,
 KG0690'20 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 2 FEET WEST
 KG0690'OF THE WEST END OF GATE INTO FIELD, 1.5 FEET WEST OF WITNESS
 KG0690'POST AND 1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED
 KG0690'HOUSTON 1950 AND PROJECTS 2 INCHES.
 KG0690'
 KG0690'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 KG0690'9 AND COUNTY ROUTE 657 ABOUT 0.25 MILE EAST OF THE SCHOOL
 KG0690'IN CEDAR, GO SOUTH ON COUNTY ROUTE 657 FOR 0.3 MILE TO CROSSROAD,
 KG0690'TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 0.5 MILE, TURN
 KG0690'LEFT AND GO SOUTH AND EAST, CROSSING RIVER, FOR 1.5 MILE
 KG0690'TO T ROAD RIGHT, TURN RIGHT AND GO SOUTH ON GRAVELED ROAD
 KG0690'FOR 3.1 MILES TO CROSSROAD AT LONE MAIL BOX, TURN LEFT AND
 KG0690'GO EAST ON DIRT ROAD FOR 1.85 MILES TO TOP OF HILL AND STATION
 KG0690'ON THE RIGHT SIDE OF ROAD AS DESCRIBED.
 KG0690'
 KG0690'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT
 KG0690'ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KG0690'
 KG0690'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0690
 KG0690                          STATION RECOVERY (1960)
 KG0690
 KG0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KG0690'STATION, R.M. 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 KG0690'CONDITION.  R.M. 2 WAS FOUND LYING ON ITS SIDE IN A DITCH.
 KG0690
 KG0690                          STATION RECOVERY (1979)
 KG0690
 KG0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KG0690'SURFACE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 KG0690'LYING ON TOP OF THE GROUND.  NO EVIDENCE OF REFERENCE MARK 2 WAS
 KG0690'FOUND.  THE UNDERGROUND STATION MARK WAS RECOVERED IN APPARENT GOOD
 KG0690'CONDITION.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND
 KG0690'MARK AND REFERENCE MARKS 3, 4 AND A NEW AZIMUTH MARK WERE
 KG0690'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KG0690'
 KG0690'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF GAYLORD, 4-1/2
 KG0690'MILES SOUTH-SOUTHEAST OF CEDAR AND ON THE SOUTH RIGHT-OF-WAY OF A
 KG0690'COUNTY ROAD AT THE CREST OF A HILL.
 KG0690'
 KG0690'TO REACH THE STATION FROM THE POST OFFICE IN CEDAR, GO WEST ON A
 KG0690'GRAVELED STREET FOR 0.2 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH AND
 KG0690'WEST ON A GRAVELED ROAD FOR 1.55 MILES TO A FORK, KEEP LEFT AND
 KG0690'CONTINUE SOUTH FOR 3.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 KG0690'EAST ON A GRAVELED ROAD FOR 1.85 MILES TO THE STATION ON THE RIGHT AT
 KG0690'THE TOP OF THE HILL.
 KG0690'
 KG0690'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 KG0690'ROAD FOR 0.65 MILE TO THE MARK ON THE LEFT.
 KG0690'
 KG0690'STATION MARKS ARE STANDARD DISKS.  SURFACE DISK IS SET IN THE TOP OF
 KG0690'A ROUND CONCRETE WHICH PROJECTS 2 INCHES AND IT IS STAMPED---HOUSTON
 KG0690'1950 1979---.  UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KG0690'CONCRETE 42 INCHES BELOW THE GROUND SURFACE AND IS
 KG0690'STAMPED---HOUSTON---1950.  MARKS ARE 61.5 FEET SOUTHWEST OF A
 KG0690'POWERLINE POLE WITH A TRANSFORMER, 18.5 FEET WEST OF THE CENTERLINE OF
 KG0690'A FIELD ENTRANCE, 17.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND 1
 KG0690'FOOT EAST OF A WITNESS POST.
 KG0690'
 KG0690'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---HOUSTON 1950 NO 3
 KG0690'1979--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 KG0690'28.5 FEET WEST OF THE POWERLINE POLE, 27.0 FEET NORTH OF THE
 KG0690'CENTERLINE OF THE ROAD, 12.5 FEET EAST OF THE CENTER OF A GATE, 1.0
 KG0690'FOOT SOUTH OF A FENCE, 1.0 FOOT WEST OF A WITNESS POST AND IS ABOUT
 KG0690'THE SAME ELEVATION AS THE STATION.
 KG0690'
 KG0690'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---HOUSTON 1950 NO 4
 KG0690'1979--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT
 KG0690'IS 48.3 FEET SOUTH OF THE POWERLINE POLE, 21.0 FEET SOUTH OF THE
 KG0690'CENTERLINE OF THE ROAD, 19.0 FEET EAST OF THE CENTERLINE OF THE FIELD
 KG0690'ENTRANCE, 1 FOOT WEST OF A WITNESS POST AND IS ABOUT THE SAME
 KG0690'ELEVATION AS THE STATION.
 KG0690'
 KG0690'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HOUSTON 1950 1979--- SET
 KG0690'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 21.0 FEET
 KG0690'NORTH OF THE CENTERLINE OF THE ROAD, 11.0 FEET WEST OF THE CENTER OF
 KG0690'A GATE, 2.0 FEET SOUTH OF A FENCE AND 1.5 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0845 ***********************************************************************
 KF0845  DESIGNATION -  HOWARD
 KF0845  PID         -  KF0845
 KF0845  STATE/COUNTY-  KS/CLAY
 KF0845  USGS QUAD   -  WAKEFIELD (1964)
 KF0845
 KF0845                         *CURRENT SURVEY CONTROL
 KF0845  ___________________________________________________________________
 KF0845* NAD 83(1997)-  39 11 53.53388(N)    097 00 28.06948(W)     ADJUSTED  
 KF0845* NAVD 88     -       351.40   (+/-2cm)    1152.9    (feet)  VERTCON   
 KF0845  ___________________________________________________________________
 KF0845  LAPLACE CORR-         -11.16  (seconds)                    DEFLEC99
 KF0845  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 KF0845
 KF0845  HORZ ORDER  -  THIRD
 KF0845  VERT ORDER  -  THIRD ? (See Below)
 KF0845
 KF0845.The horizontal coordinates were established by classical geodetic methods
 KF0845.and adjusted by the National Geodetic Survey in October 1998..
 KF0845
 KF0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0845.The vertical order pertains to the NGVD 29 superseded value.
 KF0845
 KF0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0845
 KF0845.The geoid height was determined by GEOID03.
 KF0845
 KF0845;                    North         East     Units Scale Factor Converg.
 KF0845;SPC KS N     -    96,479.869   485,705.280   MT  0.99995727   +0 37 40.0
 KF0845;UTM  14      - 4,340,662.500   672,033.073   MT  0.99996442   +1 15 33.8
 KF0845
 KF0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0845!SPC KS N     -   0.99994936  x   0.99995727  =   0.99990663
 KF0845!UTM  14      -   0.99994936  x   0.99996442  =   0.99991378
 KF0845
 KF0845:                Primary Azimuth Mark                     Grid Az
 KF0845:SPC KS N     -  HOWARD AZ MK                             009 23 40.8
 KF0845:UTM  14      -  HOWARD AZ MK                             008 45 47.0
 KF0845
 KF0845|---------------------------------------------------------------------|
 KF0845| PID    Reference Object                     Distance      Geod. Az  |
 KF0845|                                                           dddmmss.s |
 KF0845| CQ5594 HOWARD AZ MK                                       0100120.8 |
 KF0845| CQ5595 HOWARD RM 1                          17.796 METERS 08604     |
 KF0845| CQ5596 HOWARD RM 2                          16.833 METERS 18327     |
 KF0845| KF0846 WAKEFIELD TANK                      APPROX. 1.7 KM 3352735.3 |
 KF0845|---------------------------------------------------------------------|
 KF0845
 KF0845                          SUPERSEDED SURVEY CONTROL
 KF0845
 KF0845  NAD 83(1986)-  39 11 53.54075(N)    097 00 28.06838(W) AD(       ) 3
 KF0845  NAD 27      -  39 11 53.56200(N)    097 00 27.02200(W) AD(       ) 3
 KF0845  NGVD 29 (07/19/86)  351.28   (m)         1152.5    (f) LEVELING    3  
 KF0845
 KF0845.Superseded values are not recommended for survey control.
 KF0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0845.See file dsdata.txt to determine how the superseded data were derived.
 KF0845
 KF0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ7203340663(NAD 83)
 KF0845_MARKER: DS = TRIANGULATION STATION DISK
 KF0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0845
 KF0845  HISTORY     - Date     Condition        Report By
 KF0845  HISTORY     - 1947     MONUMENTED       CGS
 KF0845  HISTORY     - 1965     GOOD             CGS
 KF0845
 KF0845                          STATION DESCRIPTION
 KF0845
 KF0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0845'THE STATION IS LOCATED ABOUT 0.9 MILE SOUTH OF WAKEFIELD
 KF0845'AT THE SOUTHWEST EDGE OF THE ELKINS AIR FIELD.  IT IS 35 FEET
 KF0845'EAST OF THE CENTER OF THE BLACK TOPPED ROAD, 4 FEET SOUTH OF
 KF0845'FENCE CORNER AT THE INTERSECTION OF THE NORTH-SOUTH AND
 KF0845'EAST-WEST FENCE LINE.  IT IS STAMPED HOWARD 1947 AND SET
 KF0845'FLUSH WITH THE GROUND SURFACE.
 KF0845'
 KF0845'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET 6 INCHES
 KF0845'SOUTH OF THE EAST-WEST FENCE LINE.  IT IS STAMPED HOWARD
 KF0845'NO 1 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 KF0845'
 KF0845'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET 1 FOOT EAST
 KF0845'OF THE NORTH-SOUTH FENCE LINE.  IT IS STAMPED HOWARD NO 2 1947
 KF0845'AND SET FLUSH WITH THE GROUND SURFACE.
 KF0845'
 KF0845'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH-NORTHEAST OF THE
 KF0845'STATION, 0.1 MILE EAST OF THE BLACK TOPPED ROAD, 27 FEET NORTH
 KF0845'OF THE CENTER OF A DIRT ROAD AND 2 FEET WEST OF A WITNESS POST.
 KF0845'IT IS STAMPED HOWARD 1947 AND PROJECTS 6 INCHES.
 KF0845'
 KF0845'TO REACH THE STATION FROM THE MOBILE GAS AND SERVICE STATION
 KF0845'IN WAKEFIELD, GO SOUTH ON BLACK TOPPED ROAD FOR 0.9 MILE TO THE
 KF0845'ELKINS AIR FIELD ON THE LEFT AND STATION AS DESCRIBED.
 KF0845'
 KF0845'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 KF0845'BLACK TOPPED ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 KF0845'AND GO EAST FOR 0.1 MILE TO THE MARK AS DESCRIBED.
 KF0845'
 KF0845'AN 87 FOOT SIGNAL AT STATION ELKINS IS V.G.
 KF0845'
 KF0845'WAKEFIELD MUNICIPAL WATER TANK IS V.G.
 KF0845'
 KF0845'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 KF0845
 KF0845                          STATION RECOVERY (1965)
 KF0845
 KF0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0845'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 KF0845'ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ALL BUILDINGS
 KF0845'AT THE AIRPORT HAVE BEEN REMOVED AND THE AREA IS NOW A FIELD.
 KF0845'
 KF0845'THE STATION MARK IS 35 FEET EAST OF THE CENTER LINE OF THE
 KF0845'ROAD, 4 FOOT SOUTHEAST OF THE FENCE CORNER, 26 FEET NORTH OF
 KF0845'THE NORTH ONE OF TWO PIPE STANDS A MARKING THE CROSSING OF A
 KF0845'PIPE LINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 KF0845'MONUMENT IS 4-INCHES BELOW THE SURFACE OF THE GROUND.
 KF0845'
 KF0845'REFERENCE MARK NO. 1 IS 5 FEET EAST OF A PIPE STAND OF THE
 KF0845'PIPELINE CROSSING, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 KF0845'THE MONUMENT IS 4-INCHES BELOW THE SURFACE OF THE GROUND.
 KF0845'
 KF0845'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE SOUTH PIPE STAND
 KF0845'MARKING THE PIPE LINE CROSSING OF THE ROAD AND 1 FOOT EAST
 KF0845'OF THE FENCE LINE.  THE MONUMENT IS FLUSH WITH THE GROUND.
 KF0845'
 KF0845'AZIMUTH MARK IS 40 FEET EAST OF A TELEPHONE LINE POLE, 25 FEET
 KF0845'NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT MIDWAY BETWEEN
 KF0845'TWO SMALL BUSHY TREES.  THE MONUMENT PROJECTS 5-INCHES ABOVE
 KF0845'THE GROUND.
 KF0845'
 KF0845'NOTE- THIS STATION IS LOCATED IN THE POOL STAGE OF THE MILFORD
 KF0845'RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1124 ***********************************************************************
 HF1124  DESIGNATION -  HOWARD MUNICIPAL TANK
 HF1124  PID         -  HF1124
 HF1124  STATE/COUNTY-  KS/ELK
 HF1124  USGS QUAD   -  HOWARD (1979)
 HF1124
 HF1124                         *CURRENT SURVEY CONTROL
 HF1124  ___________________________________________________________________
 HF1124* NAD 83(1997)-  37 28 09.47726(N)    096 15 45.99008(W)     ADJUSTED  
 HF1124* NAVD 88     -                                                        
 HF1124  ___________________________________________________________________
 HF1124  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 HF1124  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 HF1124
 HF1124  HORZ ORDER  -  THIRD
 HF1124
 HF1124.The horizontal coordinates were established by classical geodetic methods
 HF1124.and adjusted by the National Geodetic Survey in October 1998..
 HF1124
 HF1124
 HF1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1124
 HF1124.The geoid height was determined by GEOID03.
 HF1124
 HF1124;                    North         East     Units Scale Factor Converg.
 HF1124;SPC KS S     -   491,454.280   597,882.926   MT  0.99996634   +1 22 29.4
 HF1124;UTM  14      - 4,150,454.372   742,066.689   MT  1.00032184   +1 39 57.5
 HF1124
 HF1124                          SUPERSEDED SURVEY CONTROL
 HF1124
 HF1124  NAD 83(1997)-  37 28 09.48491(N)    096 15 45.97825(W) AD(       ) 4
 HF1124  NAD 83(1986)-  37 28 09.48587(N)    096 15 45.97515(W) AD(       ) 4
 HF1124  NAD 27      -  37 28 09.38957(N)    096 15 45.01126(W) AD(       ) 3
 HF1124
 HF1124.Superseded values are not recommended for survey control.
 HF1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1124.See file dsdata.txt to determine how the superseded data were derived.
 HF1124
 HF1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG4206750454(NAD 83)
 HF1124_MARKER: 53 = ELEVATED TANK
 HF1124
 HF1124  HISTORY     - Date     Condition        Report By
 HF1124  HISTORY     - 1940     FIRST OBSERVED   CGS
 HF1124
 HF1124                          STATION DESCRIPTION
 HF1124
 HF1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1124'STATION IS IN THE APPROXIMATE CENTER OF THE TOWN OF HOWARD,
 HF1124'ABOUT 1/2 BLOCK E OF MAIN STREET.  IT IS ABOUT 50 YARDS SE OF THE
 HF1124'HOWARD NATIONAL BANK WHICH IS AT THE INTERSECTION OF KANSAS
 HF1124'HIGHWAY 99 AND MAIN STREET.
 HF1124'
 HF1124'THE TANK IS SUPPORTED BY 4 STEEL TRUSSWORK LEGS.  THE ENTIRE
 HF1124'STRUCTURE IS PAINTED SILVER AND HAS THE WORD HOWARD WRITTEN
 HF1124'ON THE E SIDE IN LARGE GREEN LETTERS.  THE TANK WAS ERECTED
 HF1124'IN 1920, IS APPROXIMATELY 125 FEET HIGH AND HAS AN ELECTRIC
 HF1124'LIGHT AT ITS APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0866 ***********************************************************************
 HH0866  DESIGNATION -  HOWELL
 HH0866  PID         -  HH0866
 HH0866  STATE/COUNTY-  KS/FORD
 HH0866  USGS QUAD   -  DODGE CITY (1984)
 HH0866
 HH0866                         *CURRENT SURVEY CONTROL
 HH0866  ___________________________________________________________________
 HH0866* NAD 83(1997)-  37 47 41.44672(N)    100 06 20.77886(W)     ADJUSTED  
 HH0866* NAVD 88     -       772.     (meters)    2533.     (feet)  SCALED    
 HH0866  ___________________________________________________________________
 HH0866  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 HH0866  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 HH0866
 HH0866  HORZ ORDER  -  SECOND
 HH0866
 HH0866.The horizontal coordinates were established by classical geodetic methods
 HH0866.and adjusted by the National Geodetic Survey in October 1998..
 HH0866
 HH0866.The orthometric height was scaled from a topographic map.
 HH0866
 HH0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0866
 HH0866.The geoid height was determined by GEOID03.
 HH0866
 HH0866;                    North         East     Units Scale Factor Converg.
 HH0866;SPC KS S     -   526,428.327   258,584.832   MT  0.99993820   -0 59 12.5
 HH0866;UTM  14      - 4,183,628.957   402,644.829   MT  0.99971674   -0 40 39.8
 HH0866
 HH0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0866!SPC KS S     -   0.99988288  x   0.99993820  =   0.99982109
 HH0866!UTM  14      -   0.99988288  x   0.99971674  =   0.99959966
 HH0866
 HH0866:                Primary Azimuth Mark                     Grid Az
 HH0866:SPC KS S     -  VOR DODGE CITY RADIO DDC                 055 54 38.5
 HH0866:UTM  14      -  VOR DODGE CITY RADIO DDC                 055 36 05.8
 HH0866
 HH0866|---------------------------------------------------------------------|
 HH0866| PID    Reference Object                     Distance      Geod. Az  |
 HH0866|                                                           dddmmss.s |
 HH0866| HH0854 VOR DODGE CITY RADIO DDC            APPROX.10.8 KM 0545526.0 |
 HH0866| CK9920 HOWELL RM 1                          25.495 METERS 08559     |
 HH0866| HH0856 DODGE CITY RAD STA KGNO MAST        APPROX. 8.4 KM 0905759.8 |
 HH0866| HH0864 DODGE CITY RAD STA KEDD W MAST      APPROX. 6.5 KM 0973528.0 |
 HH0866| HH0862 DODGE CITY RAD STA KEDD E MAST      APPROX. 6.6 KM 0974125.7 |
 HH0866| HH0859 DODGE CITY MUN WATER TANK           APPROX. 8.5 KM 1094330.4 |
 HH0866| HH0861 DODGE CITY RAD STA KAB 211 MAS      APPROX. 6.9 KM 1103320.2 |
 HH0866| HH0865 DODGE ATT MICROWAVE TWR KAM 47      APPROX. 7.0 KM 1165655.8 |
 HH0866| HH0863 DODGE CITY RAD STA KAA 262 MAS      APPROX. 7.3 KM 1170032.6 |
 HH0866| HH0860 DODGE CITY CATH SCHOOL CROSS        APPROX. 8.9 KM 1183138.7 |
 HH0866| CK9921 HOWELL RM 2                          20.680 METERS 16627     |
 HH0866| CK9919 HOWELL AZ MK                                       1772423.7 |
 HH0866| HH0867 HOWELL DODGE CITY CO OP ELEV        APPROX. 6.5 KM 2572437.7 |
 HH0866| HH0868 DODGE CITY MICROWAVE KAS 51         APPROX. 7.3 KM 2981335.2 |
 HH0866|---------------------------------------------------------------------|
 HH0866
 HH0866                          SUPERSEDED SURVEY CONTROL
 HH0866
 HH0866  NAD 83(1997)-  37 47 41.45401(N)    100 06 20.77811(W) AD(       ) 2
 HH0866  NAD 83(1986)-  37 47 41.44985(N)    100 06 20.77940(W) AD(       ) 2
 HH0866  NAD 27      -  37 47 41.37659(N)    100 06 19.28649(W) AD(       ) 2
 HH0866
 HH0866.Superseded values are not recommended for survey control.
 HH0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0866.See file dsdata.txt to determine how the superseded data were derived.
 HH0866
 HH0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG0264583629(NAD 83)
 HH0866_MARKER: DS = TRIANGULATION STATION DISK
 HH0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0866
 HH0866  HISTORY     - Date     Condition        Report By
 HH0866  HISTORY     - 1961     MONUMENTED       CGS
 HH0866
 HH0866                          STATION DESCRIPTION
 HH0866
 HH0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0866'THE STATION IS ABOUT 5 MILES NORHTWEST OF DODGE CITY, 2 MILES NORTH
 HH0866'OF THE ARKANSAS RIVER, AT THE EAST EDGE OF THE OLD FORD COUNTY
 HH0866'AIRPORT, IN THE NORTHEAST QUARTER OF SECTION 13, T 26 S, R 26 W, ON
 HH0866'PROPERTY OWNED BY FORD COUNTY.
 HH0866'
 HH0866'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 50 AND
 HH0866'HIGHWAY 50 BYPASS, 2.5 MILES WEST OFTHE CENTER OF DODGE CITY, GO WEST
 HH0866'ON HIGHWAY 50 FOR 2.2 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 HH0866'RIGHT AND GO NORTH ON A PAVED ROAD 1.75 MILES TO A POWER LINE
 HH0866'CROSSING AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE
 HH0866'PAVED ROAD 0.35 MILE TO THE ENTRANCE TO THE OLD AIRPORT ON THE LEFT.
 HH0866'CONTINUE NORTH 0.05 MILE TO THE STATION ON THE LEFT, WEST SIDE OF
 HH0866'THE ROAD.
 HH0866'
 HH0866'STATION MARKS ARE STANDARD DISKS STAMPED HOWELL 1961.  THE SURFACE
 HH0866'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT
 HH0866'IS 57 FEET SOUTHWEST OF A TELEPHONE POLE, 53 FEET WEST OF THE CENTER
 HH0866'OF THE PAVED ROAD, 25 FEET SOUTHWEST OF A LONE TREE IN A FENCE
 HH0866'CORNER AND 2 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 HH0866'DISK IS SET 42 INCHES BELOW THE SURFACE OF THE GROUND IN AN
 HH0866'IRREGULAR MASS OF CONCTETE.
 HH0866'
 HH0866'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOWELL NO 1 1961, IS
 HH0866'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 32
 HH0866'FEET EAST OF THE CENTER OF THE PAVED ROAD AND 3 FEET WEST OF A
 HH0866'FENCE.
 HH0866'
 HH0866'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOWELL NO 2 1961, IS
 HH0866'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HH0866'IT IS 67.5 FEET SOUTH OF THE METAL WITNESS POST AND 36 FEET WEST OF
 HH0866'THE CENTER OF THE PAVED ROAD.
 HH0866'
 HH0866'AZUMUTH MARK IS A STANDARD DISK STAMPED HOWELL 1961, SET IN A
 HH0866'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 50 FEET EAST OF
 HH0866'THE CENTER OF THE PAVED ROAD, 8 FEET WEST OF A FENCE, 2 FEET WEST
 HH0866'OF A METAL WITNESS POST AND 1.5 FEET NORTH OF A POWER POLE.
 HH0866'
 HH0866'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0867 ***********************************************************************
 HH0867  DESIGNATION -  HOWELL DODGE CITY CO OP ELEV
 HH0867  PID         -  HH0867
 HH0867  STATE/COUNTY-  KS/FORD
 HH0867  USGS QUAD   -  DODGE CITY SW (1984)
 HH0867
 HH0867                         *CURRENT SURVEY CONTROL
 HH0867  ___________________________________________________________________
 HH0867* NAD 83(1997)-  37 46 55.57786(N)    100 10 39.10894(W)     ADJUSTED  
 HH0867* NAVD 88     -                                                        
 HH0867  ___________________________________________________________________
 HH0867  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HH0867  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 HH0867
 HH0867  HORZ ORDER  -  THIRD
 HH0867
 HH0867.The horizontal coordinates were established by classical geodetic methods
 HH0867.and adjusted by the National Geodetic Survey in October 1998..
 HH0867
 HH0867
 HH0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0867
 HH0867.The geoid height was determined by GEOID03.
 HH0867
 HH0867;                    North         East     Units Scale Factor Converg.
 HH0867;SPC KS S     -   525,125.721   252,240.530   MT  0.99993870   -1 01 51.2
 HH0867;UTM  14      - 4,182,292.413   396,309.005   MT  0.99973243   -0 43 17.4
 HH0867
 HH0867                          SUPERSEDED SURVEY CONTROL
 HH0867
 HH0867  NAD 83(1997)-  37 46 55.58504(N)    100 10 39.10777(W) AD(       ) 4
 HH0867  NAD 83(1986)-  37 46 55.58097(N)    100 10 39.10866(W) AD(       ) 4
 HH0867  NAD 27      -  37 46 55.50459(N)    100 10 37.60974(W) AD(       ) 3
 HH0867
 HH0867.Superseded values are not recommended for survey control.
 HH0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0867.See file dsdata.txt to determine how the superseded data were derived.
 HH0867
 HH0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG9630982292(NAD 83)
 HH0867_MARKER: 65 = GRAIN ELEVATOR
 HH0867
 HH0867  HISTORY     - Date     Condition        Report By
 HH0867  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0867
 HH0867                          STATION DESCRIPTION
 HH0867
 HH0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0867'THE STATION IS THE LARGEST VENTILATOR OF THREE VENTILATORS ATOP THE
 HH0867'HEADHOUSE OF THE DODGE CITY COOP GRAIN ELEVATOR, LOCATED AT THE
 HH0867'HOWELL RAILROAD SIDING ABOUT 10 MILES WEST OF DODGE CITY.  IT IS A
 HH0867'LARGE CONCRETE STRUCTURE, PAINTED WHITE, AND HAS AN OVERALL
 HH0867'HEIGHT OF ABOUT 155 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0769 ***********************************************************************
 KH0769  DESIGNATION -  HOXIE
 KH0769  PID         -  KH0769
 KH0769  STATE/COUNTY-  KS/SHERIDAN
 KH0769  USGS QUAD   -  HOXIE (1979)
 KH0769
 KH0769                         *CURRENT SURVEY CONTROL
 KH0769  ___________________________________________________________________
 KH0769* NAD 83(1997)-  39 21 52.95605(N)    100 26 40.86802(W)     ADJUSTED  
 KH0769* NAVD 88     -       844.     (meters)    2769.     (feet)  SCALED    
 KH0769  ___________________________________________________________________
 KH0769  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 KH0769  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 KH0769
 KH0769  HORZ ORDER  -  SECOND
 KH0769
 KH0769.The horizontal coordinates were established by classical geodetic methods
 KH0769.and adjusted by the National Geodetic Survey in October 1998..
 KH0769
 KH0769.The orthometric height was scaled from a topographic map.
 KH0769
 KH0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0769
 KH0769.The geoid height was determined by GEOID03.
 KH0769
 KH0769;                    North         East     Units Scale Factor Converg.
 KH0769;SPC KS N     -   117,338.768   189,351.430   MT  0.99995882   -1 32 48.4
 KH0769;UTM  14      - 4,358,245.406   375,544.290   MT  0.99979071   -0 54 59.1
 KH0769
 KH0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0769!SPC KS N     -   0.99987148  x   0.99995882  =   0.99983031
 KH0769!UTM  14      -   0.99987148  x   0.99979071  =   0.99966222
 KH0769
 KH0769:                Primary Azimuth Mark                     Grid Az
 KH0769:SPC KS N     -  HOXIE AZ MK                              019 24 02.2
 KH0769:UTM  14      -  HOXIE AZ MK                              018 46 12.9
 KH0769
 KH0769|---------------------------------------------------------------------|
 KH0769| PID    Reference Object                     Distance      Geod. Az  |
 KH0769|                                                           dddmmss.s |
 KH0769| CQ5600 HOXIE AZ MK                                        0175113.8 |
 KH0769| CQ5601 HOXIE RM 1                           17.596 METERS 04449     |
 KH0769| KH0771 HOXIE CEN KAN PWR LT CO RAD TR      APPROX. 3.2 KM 1722310.8 |
 KH0769| KH0768 HOXIE MUNICIPAL TANK                APPROX. 0.9 KM 1802258.9 |
 KH0769| CQ5602 HOXIE RM 2                           18.250 METERS 31300     |
 KH0769|---------------------------------------------------------------------|
 KH0769
 KH0769                          SUPERSEDED SURVEY CONTROL
 KH0769
 KH0769  NAD 83(1986)-  39 21 52.95998(N)    100 26 40.87067(W) AD(       ) 2
 KH0769  NAD 27      -  39 21 52.94300(N)    100 26 39.36300(W) AD(       ) 2
 KH0769
 KH0769.Superseded values are not recommended for survey control.
 KH0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0769.See file dsdata.txt to determine how the superseded data were derived.
 KH0769
 KH0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7554458245(NAD 83)
 KH0769_MARKER: DS = TRIANGULATION STATION DISK
 KH0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0769
 KH0769  HISTORY     - Date     Condition        Report By
 KH0769  HISTORY     - 1950     MONUMENTED       CGS
 KH0769  HISTORY     - 1971     GOOD             LOCENG
 KH0769  HISTORY     - 1972     SEE DESCRIPTION  USAF
 KH0769  HISTORY     - 1980     MARK NOT FOUND   NGS
 KH0769
 KH0769                          STATION DESCRIPTION
 KH0769
 KH0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0769'THE STATION IS LOCATED ABOUT 0.75 MILE NORTH OF THE CENTER OF
 KH0769'HOXIE, 0.15 MILE WEST OF STATE ROUTE NO. 23 AND ALONG THE
 KH0769'RIGHT-OF-WAY OF AN EAST-WEST ROAD.  IT IS 24.0 FEET SOUTH OF THE
 KH0769'CENTER OF A GRADED ROAD, 15.0 FEET WEST OF A T FENCE CORNER,
 KH0769'9.5 FEET EAST OF A WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.
 KH0769'IT PROJECTS 2 INCHES AND IS STAMPED HOXIE 1950.
 KH0769'
 KH0769'REFERENCE MARK NO. 1 IS LOCATED ACROSS THE ROAD FROM THE
 KH0769'STATION AT THE SOUTH EDGE OF A CULTIVATED FIELD AND IS ABOUT
 KH0769'1.5 FEET ABOVE THE ELEVATION OF THE STATION.  IT IS 19.0 FEET
 KH0769'NORTH OF THE CENTER OF A GRADED ROAD AND 1.0 FOOT NORTH OF A
 KH0769'FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED HOXIE NO 1 1950.
 KH0769'
 KH0769'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE ROAD FROM THE STATION
 KH0769'AT THE SOUTH EDGE OF A CULTIVATED FIELD AND IS ABOUT 1.5 FEET
 KH0769'ABOVE THE ELEVATION OF THE STATION.  IT IS 19.0 FEET NORTH OF
 KH0769'THE CENTER OF A GRADED ROAD AND 1.0 FOOT NORTH OF A FENCE.  IT
 KH0769'PROJECTS 6 INCHES AND IS STAMPED HOXIE NO 2 1950.
 KH0769'
 KH0769'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KH0769'2 IS 84.47 FEET.
 KH0769'
 KH0769'THE AZIMUTH MARK IS ACROSS THE HIGHWAY EAST OF THE SOUTHEAST
 KH0769'CORNER OF A CEMETERY, 61.0 FEET EAST OF THE CENTER OF STATE
 KH0769'ROUTE NO. 23, 16.0 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 KH0769'2.0 FEET WEST OF A WITNESS POST AND 1.0 FOOT EAST-SOUTHEAST OF A
 KH0769'CONCRETE RIGHT-OF-WAY MARKER.  IT PROJECTS 4 INCHES AND IS
 KH0769'STAMPED HOXIE 1950.
 KH0769'
 KH0769'TO REACH THE STATION FROM THE POST OFFICE IN HOXIE, GO NORTH
 KH0769'ON U.S. HIGHWAY NO. 24 AND STATE ROUTE NO. 23 FOR 0.25 MILE
 KH0769'TO WHERE U.S. HIGHWAY NO. 24 TURNS RIGHT AND STATE ROUTE NO. 23
 KH0769'CONTINUES STRAIGHT AHEAD.  HERE CONTINUE NORTH ON STATE ROUTE
 KH0769'NO. 23 FOR 0.5 MILE TO A T ROAD LEFT, TURN LEFT AND GO WEST
 KH0769'ON A GRADED ROAD FOR 0.15 MILE TO A T FENCE CORNER ON THE LEFT
 KH0769'AND THE STATION AS DESCRIBED.
 KH0769'
 KH0769'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRADED
 KH0769'ROAD FOR 0.15 MILE TO STATE ROUTE NO. 23, TURN LEFT AND GO NORTH
 KH0769'ON STATE ROUTE NO. 23 FOR 0.5 MILE TO A DIM CROSS ROAD JUST
 KH0769'SOUTH OF THE CEMETERY AND THE AZIMUTH MARK ON THE RIGHT AS
 KH0769'DESCRIBED.
 KH0769'
 KH0769'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 KH0769
 KH0769                          STATION RECOVERY (1971)
 KH0769
 KH0769'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 KH0769'RECOVERED BY SHERIDAN CO. ROAD DEPT
 KH0769'
 KH0769'I DISCOVERED THESE TWO MARKERS LAYING IN THE GRADER DITCH
 KH0769'WHILE DOING CONSTRUCTION WORK ON THE ROAD.  THESE NOW CAN BE
 KH0769'FOUND AT THE HALF-MILE LINE ON THE WEST SIDE OF THE RIGHT-WAY
 KH0769'BETWEEN SECTIONS 9 AND 10, T7, R 28 SHERIDAN COUNTY, KANSAS.
 KH0769
 KH0769                          STATION RECOVERY (1972)
 KH0769
 KH0769'RECOVERY NOTE BY US AIR FORCE 1972
 KH0769'STATION AND R.M.S BELIEVED DESTROYED.  THE FENCE IS GONE AND
 KH0769'THE FIELD IS NOW CULTIVATED.
 KH0769'
 KH0769'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 KH0769
 KH0769                          STATION RECOVERY (1980)
 KH0769
 KH0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KH0769'STATIONS MARKS AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT
 KH0769'FOUND.  THE AZIMUTH MARK WAS RECOVERED IN APPARENT GOOD
 KH0769'CONDITION.  THE ROAD LEADING PAST THE STATION HAS BEEN ABANDONED AND
 KH0769'THE AREA IS NOW A CULTIVATED FIELD, AND WAS IN CROPS THIS
 KH0769'DATE.  THE UNDERGROUND MARK IS PROBABLY STILL THERE.  THE STATION WILL
 KH0769'BE VISITED AT A LATER DATE WHEN THE CROPS ARE GONE AND A MORE ADEQUATE
 KH0769'SEARCH CAN BE MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0771 ***********************************************************************
 KH0771  DESIGNATION -  HOXIE CEN KAN PWR LT CO RAD TR
 KH0771  PID         -  KH0771
 KH0771  STATE/COUNTY-  KS/SHERIDAN
 KH0771  USGS QUAD   -  HOXIE (1979)
 KH0771
 KH0771                         *CURRENT SURVEY CONTROL
 KH0771  ___________________________________________________________________
 KH0771* NAD 83(1997)-  39 20 10.65080(N)    100 26 23.25789(W)     ADJUSTED  
 KH0771* NAVD 88     -                                                        
 KH0771  ___________________________________________________________________
 KH0771  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 KH0771  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 KH0771
 KH0771  HORZ ORDER  -  THIRD
 KH0771
 KH0771.The horizontal coordinates were established by classical geodetic methods
 KH0771.and adjusted by the National Geodetic Survey in October 1998..
 KH0771
 KH0771
 KH0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0771
 KH0771.The geoid height was determined by GEOID03.
 KH0771
 KH0771;                    North         East     Units Scale Factor Converg.
 KH0771;SPC KS N     -   114,173.634   189,687.835   MT  0.99995796   -1 32 37.3
 KH0771;UTM  14      - 4,355,084.699   375,915.450   MT  0.99978958   -0 54 45.9
 KH0771
 KH0771                          SUPERSEDED SURVEY CONTROL
 KH0771
 KH0771  NAD 83(1986)-  39 20 10.65458(N)    100 26 23.26003(W) AD(       ) 4
 KH0771  NAD 27      -  39 20 10.63500(N)    100 26 21.75400(W) AD(       ) 3
 KH0771
 KH0771.Superseded values are not recommended for survey control.
 KH0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0771.See file dsdata.txt to determine how the superseded data were derived.
 KH0771
 KH0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7591555085(NAD 83)
 KH0771_MARKER: 43 = RADIO/TV TOWER
 KH0771
 KH0771  HISTORY     - Date     Condition        Report By
 KH0771  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0771  HISTORY     - 1972     GOOD             USAF
 KH0771
 KH0771                          STATION DESCRIPTION
 KH0771
 KH0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0771'THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTH OF HOXIE.  IT IS
 KH0771'TRIANGULAR SHAPED STEEL STRUCTURE AND HAS AN OVERALL HEIGHT OF
 KH0771'300 FEET.  THE TOWER HAS A BLINKER LIGHT AT THE TOP.
 KH0771'
 KH0771'TO REACH THE STATION FROM THE POST OFFICE IN HOXIE, GO SOUTH ON
 KH0771'STATE HIGHWAY 23 FOR 1.3 MILES TO A SIDE ROAD EAST, TURN
 KH0771'LEFT AND GO EAST FOR 0.05 MILES TO THE STATION AS DESCRIBED.
 KH0771'
 KH0771'THE TOP OF THE TOWER WAS OBSERVED ON.
 KH0771
 KH0771                          STATION RECOVERY (1972)
 KH0771
 KH0771'RECOVERY NOTE BY US AIR FORCE 1972
 KH0771'STATION RECOVERED IN GOOD CONDITION.  1950 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0768 ***********************************************************************
 KH0768  DESIGNATION -  HOXIE MUNICIPAL TANK
 KH0768  PID         -  KH0768
 KH0768  STATE/COUNTY-  KS/SHERIDAN
 KH0768  USGS QUAD   -  HOXIE (1979)
 KH0768
 KH0768                         *CURRENT SURVEY CONTROL
 KH0768  ___________________________________________________________________
 KH0768* NAD 83(1997)-  39 21 22.19073(N)    100 26 41.13294(W)     ADJUSTED  
 KH0768* NAVD 88     -                                                        
 KH0768  ___________________________________________________________________
 KH0768  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KH0768  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 KH0768
 KH0768  HORZ ORDER  -  THIRD
 KH0768
 KH0768.The horizontal coordinates were established by classical geodetic methods
 KH0768.and adjusted by the National Geodetic Survey in October 1998..
 KH0768
 KH0768
 KH0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0768
 KH0768.The geoid height was determined by GEOID03.
 KH0768
 KH0768;                    North         East     Units Scale Factor Converg.
 KH0768;SPC KS N     -   116,390.535   189,319.480   MT  0.99995854   -1 32 48.6
 KH0768;UTM  14      - 4,357,297.039   375,522.780   MT  0.99979078   -0 54 58.7
 KH0768
 KH0768                          SUPERSEDED SURVEY CONTROL
 KH0768
 KH0768  NAD 83(1986)-  39 21 22.19450(N)    100 26 41.13516(W) AD(       ) 4
 KH0768  NAD 27      -  39 21 22.17600(N)    100 26 39.62800(W) AD(       ) 3
 KH0768
 KH0768.Superseded values are not recommended for survey control.
 KH0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0768.See file dsdata.txt to determine how the superseded data were derived.
 KH0768
 KH0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7552357297(NAD 83)
 KH0768_MARKER: 53 = ELEVATED TANK
 KH0768
 KH0768  HISTORY     - Date     Condition        Report By
 KH0768  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0768
 KH0768                          STATION DESCRIPTION
 KH0768
 KH0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0768'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF HOXIE AND 45 FEET
 KH0768'WEST OF A NORTH-SOUTH STREET.  IT IS A 4 LEGGED STEEL STRUCTURE
 KH0768'SUPPORTING THE TANK PROPER AND HAS AN OVERALL HEIGHT OF ABOUT
 KH0768'125 FEET.  IT IS SILVER IN COLOR AND HAS THE LETTERING HOXIE
 KH0768'PAINTED IN BLACK ON THE EAST AND WEST SIDES.  THE BALL AT THE
 KH0768'APEX OF THE TANK ROOF WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1207 ***********************************************************************
 KE1207  DESIGNATION -  HOYT
 KE1207  PID         -  KE1207
 KE1207  STATE/COUNTY-  KS/JACKSON
 KE1207  USGS QUAD   -  MAYETTA (1978)
 KE1207
 KE1207                         *CURRENT SURVEY CONTROL
 KE1207  ___________________________________________________________________
 KE1207* NAD 83(1997)-  39 15 07.64654(N)    095 38 16.72366(W)     ADJUSTED  
 KE1207* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 KE1207  ___________________________________________________________________
 KE1207  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 KE1207  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 KE1207
 KE1207  HORZ ORDER  -  SECOND
 KE1207
 KE1207.The horizontal coordinates were established by classical geodetic methods
 KE1207.and adjusted by the National Geodetic Survey in October 1998..
 KE1207
 KE1207.The orthometric height was scaled from a topographic map.
 KE1207
 KE1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1207
 KE1207.The geoid height was determined by GEOID03.
 KE1207
 KE1207;                    North         East     Units Scale Factor Converg.
 KE1207;SPC KS N     -   104,655.059   603,853.344   MT  0.99995685   +1 29 40.1
 KE1207;UTM  15      - 4,348,072.627   272,369.478   MT  1.00023804   -1 40 11.5
 KE1207
 KE1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1207!SPC KS N     -   0.99995014  x   0.99995685  =   0.99990699
 KE1207!UTM  15      -   0.99995014  x   1.00023804  =   1.00018816
 KE1207
 KE1207|---------------------------------------------------------------------|
 KE1207| PID    Reference Object                     Distance      Geod. Az  |
 KE1207|                                                           dddmmss.s |
 KE1207| CL7122 HOYT RM 1                            46.787 METERS 00232     |
 KE1207| CL7121 HOYT AZ MK                                         0142523.5 |
 KE1207| KE1248 NORTH HILLS MUNICIPAL TANK          APPROX.10.7 KM 1955844.0 |
 KE1207| KE1247 HOYT MUNICIPAL TANK                 APPROX. 5.8 KM 2654640.2 |
 KE1207| CL7123 HOYT RM 2                            24.495 METERS 27231     |
 KE1207|---------------------------------------------------------------------|
 KE1207
 KE1207                          SUPERSEDED SURVEY CONTROL
 KE1207
 KE1207  NAD 83(1997)-  39 15 07.65328(N)    095 38 16.71931(W) AD(       ) 2
 KE1207  NAD 83(1986)-  39 15 07.65299(N)    095 38 16.71927(W) AD(       ) 2
 KE1207  NAD 27      -  39 15 07.66260(N)    095 38 15.78940(W) AD(       ) 2
 KE1207
 KE1207.Superseded values are not recommended for survey control.
 KE1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1207.See file dsdata.txt to determine how the superseded data were derived.
 KE1207
 KE1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD7236948073(NAD 83)
 KE1207_MARKER: DS = TRIANGULATION STATION DISK
 KE1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1207_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1207
 KE1207  HISTORY     - Date     Condition        Report By
 KE1207  HISTORY     - 1960     MONUMENTED       CGS
 KE1207
 KE1207                          STATION DESCRIPTION
 KE1207
 KE1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1207'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF HOYT, IN A
 KE1207'CULTIVATED FIELD AND ON THE HIGHEST POINT IN THE VICINITY.
 KE1207'
 KE1207'TO REACH THE STATION FROM THE POST OFFICE IN HOYT, GO EAST
 KE1207'AND SOUTH ON U.S. HIGHWAY 75 FOR 0.4 MILE TO A CROSSROAD,
 KE1207'TURN LEFT AND GO EAST FOR 2.3 MILES TO A FORK, TAKE THE LEFT
 KE1207'FORK AND GO NORTH FOR 0.4 MILE, TURN RIGHT AND GO EAST FOR
 KE1207'0.8 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND FOLLOW
 KE1207'THE DRIVEWAY TO THE REAR OF THE DWELLING AND THE STATION.
 KE1207'
 KE1207'THE STATION MARK IS A STANDARD DISK STAMPED HOYT 1960, SET IN A
 KE1207'CONCRETE CYLINDER THAT IS 12 INCHES BELOW GROUND LEVEL.
 KE1207'IT IS 186 FEET SOUTH OF THE CENTER OF THE ROAD, AND 92 FEET
 KE1207'EAST OF A 3-FOOT DIAMETER DECIDUOUS TREE.
 KE1207'
 KE1207'RM 1 IS A STANDARD DISK STAMPED HOYT NO 1 1960, SET IN A SQUARE
 KE1207'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 33 FEET SOUTH
 KE1207'OF THE CENTER OF THE ROAD AND 1 FOOT SOUTH OF A FENCE.
 KE1207'
 KE1207'RM 2 IS A STANDARD DISK STAMPED HOYT NO 2 1960, SET IN A SQUARE
 KE1207'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 12 EAST
 KE1207'OF A LARGE 3-FOOT DIAMETER TREE AND 3.2 FEET SOUTH OF THE
 KE1207'SOUTHEAST CORNER OF A SMALL OUTBUILDING.
 KE1207'
 KE1207'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOYT 1960, SET
 KE1207'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 KE1207'IS 79 FEET NORTHWEST OF A GRAVELED DRIVEWAY TO A DWELLING,
 KE1207'28 FEET WEST OF THE CENTER OF THE ROAD, 1.7 FEET SOUTH OF
 KE1207'A WITNESS POST AND 1.3 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 KE1207'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.1 MILE TO
 KE1207'A CROSSROAD, TURN LEFT AND GO NORTH FOR 0.35 MILE TO THE MARK
 KE1207'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1247 ***********************************************************************
 KE1247  DESIGNATION -  HOYT MUNICIPAL TANK
 KE1247  PID         -  KE1247
 KE1247  STATE/COUNTY-  KS/JACKSON
 KE1247  USGS QUAD   -  ELMONT (1985)
 KE1247
 KE1247                         *CURRENT SURVEY CONTROL
 KE1247  ___________________________________________________________________
 KE1247* NAD 83(1997)-  39 14 53.66505(N)    095 42 19.07696(W)     ADJUSTED  
 KE1247* NAVD 88     -                                                        
 KE1247  ___________________________________________________________________
 KE1247  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 KE1247  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 KE1247
 KE1247  HORZ ORDER  -  THIRD
 KE1247
 KE1247.The horizontal coordinates were established by classical geodetic methods
 KE1247.and adjusted by the National Geodetic Survey in October 1998..
 KE1247
 KE1247
 KE1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1247
 KE1247.The geoid height was determined by GEOID03.
 KE1247
 KE1247;                    North         East     Units Scale Factor Converg.
 KE1247;SPC KS N     -   104,074.652   598,055.473   MT  0.99995685   +1 27 06.8
 KE1247;UTM  15      - 4,347,813.067   266,546.675   MT  1.00027110   -1 42 44.5
 KE1247
 KE1247                          SUPERSEDED SURVEY CONTROL
 KE1247
 KE1247  NAD 83(1986)-  39 14 53.67139(N)    095 42 19.07239(W) AD(       ) 4
 KE1247  NAD 27      -  39 14 53.68100(N)    095 42 18.13500(W) AD(       ) 3
 KE1247
 KE1247.Superseded values are not recommended for survey control.
 KE1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1247.See file dsdata.txt to determine how the superseded data were derived.
 KE1247
 KE1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6654747813(NAD 83)
 KE1247_MARKER: 53 = ELEVATED TANK
 KE1247
 KE1247  HISTORY     - Date     Condition        Report By
 KE1247  HISTORY     - 1960     FIRST OBSERVED   CGS
 KE1247
 KE1247                          STATION DESCRIPTION
 KE1247
 KE1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1247'THE STATION, A 4-LEGGED STEEL STRUCTURE PAINTED SILVER, IS
 KE1247'CENTRALLY LOCATED IN THE CITY OF HOYT, 186 FEET SOUTH OF U.S.
 KE1247'HIGHWAY 75 AND 170 FEET WEST OF THE RAILROAD TRACKS.  IT HAS AN
 KE1247'OVER-ALL HEIGHT OF 135 FEET AND THE BALL AT THE APEX WAS THE POINT
 KE1247'OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0685 ***********************************************************************
 HH0685  DESIGNATION -  HQG A
 HH0685  PID         -  HH0685
 HH0685  STATE/COUNTY-  KS/STEVENS
 HH0685  USGS QUAD   -  HUGOTON (1974)
 HH0685
 HH0685                         *CURRENT SURVEY CONTROL
 HH0685  ___________________________________________________________________
 HH0685* NAD 83(1997)-  37 10 01.61154(N)    101 22 07.89019(W)     ADJUSTED  
 HH0685* NAVD 88     -       954.037  (meters)    3130.04   (feet)  ADJUSTED  
 HH0685  ___________________________________________________________________
 HH0685  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 HH0685  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 HH0685  DYNAMIC HT  -         953.087 (meters)    3126.92  (feet)  COMP
 HH0685  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 HH0685
 HH0685  HORZ ORDER  -  THIRD
 HH0685  VERT ORDER  -  THIRD
 HH0685
 HH0685.This mark is at Hugoton Municipal Airport (HQG)
 HH0685
 HH0685.The horizontal coordinates were established by classical geodetic methods
 HH0685.and adjusted by the National Geodetic Survey in October 1998..
 HH0685
 HH0685.The orthometric height was determined by differential leveling
 HH0685.and adjusted by the National Geodetic Survey in June 1991..
 HH0685
 HH0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0685
 HH0685.The geoid height was determined by GEOID03.
 HH0685
 HH0685.The dynamic height is computed by dividing the NAVD 88
 HH0685.geopotential number by the normal gravity value computed on the
 HH0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0685.degrees latitude (g = 980.6199 gals.).
 HH0685
 HH0685.The modeled gravity was interpolated from observed gravity values.
 HH0685
 HH0685;                    North         East     Units Scale Factor Converg.
 HH0685;SPC KS S     -   459,462.643   145,232.902   MT  1.00002106   -1 45 46.8
 HH0685;UTM  14      - 4,116,038.769   289,674.135   MT  1.00014497   -1 25 53.9
 HH0685
 HH0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0685!SPC KS S     -   0.99985439  x   1.00002106  =   0.99987545
 HH0685!UTM  14      -   0.99985439  x   1.00014497  =   0.99999934
 HH0685
 HH0685:                Primary Azimuth Mark                     Grid Az
 HH0685:SPC KS S     -  HUGOTON FARMERS COOP ELEV                036 37 09.0
 HH0685:UTM  14      -  HUGOTON FARMERS COOP ELEV                036 17 16.1
 HH0685
 HH0685|---------------------------------------------------------------------|
 HH0685| PID    Reference Object                     Distance      Geod. Az  |
 HH0685|                                                           dddmmss.s |
 HH0685| HH0765 HUGOTON FARMERS COOP ELEV           APPROX. 2.3 KM 0345122.2 |
 HH0685| HH1037 HUGOTON TALL RADIO MAST             APPROX. 4.3 KM 0483442.8 |
 HH0685| HH0763 HUGOTON MUN TANK                    APPROX. 1.4 KM 0795329.3 |
 HH0685|---------------------------------------------------------------------|
 HH0685
 HH0685                          SUPERSEDED SURVEY CONTROL
 HH0685
 HH0685  NAD 83(1997)-  37 10 01.61551(N)    101 22 07.88933(W) AD(       ) 3
 HH0685  NAD 83(1986)-  37 10 01.61954(N)    101 22 07.88025(W) AD(       ) 3
 HH0685  NAD 27      -  37 10 01.52917(N)    101 22 06.32342(W) AD(       ) 3
 HH0685  NGVD 29 (12/08/88)  953.64   (m)         3128.7    (f) LEVELING    3  
 HH0685
 HH0685.Superseded values are not recommended for survey control.
 HH0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0685.See file dsdata.txt to determine how the superseded data were derived.
 HH0685
 HH0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG8967416039(NAD 83)
 HH0685_MARKER: DD = SURVEY DISK
 HH0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0685_SP_SET: CONCRETE POST
 HH0685_STAMPING: HQG 1 1987
 HH0685_MARK LOGO: NOS   
 HH0685_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0685+STABILITY: SURFACE MOTION
 HH0685
 HH0685  HISTORY     - Date     Condition        Report By
 HH0685  HISTORY     - 1987     MONUMENTED       NOS
 HH0685  HISTORY     - 1987     GOOD             NOS
 HH0685
 HH0685                          STATION DESCRIPTION
 HH0685
 HH0685'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RAH)
 HH0685'STATION IS LOCATED AT HUGOTON MUNICIPAL AIRPORT IN HUGOTON, KANSAS.
 HH0685'
 HH0685'TO REACH FROM THE JUNCTION OF US HIGHWAY 56 (KS 25) AND KS 51, AT
 HH0685'THE S EDGED OF HUGOTON, PROCEED W ON KS 51 FOR 1.15 MI TO THE DRIVE
 HH0685'LEADING S INTO THE HUGOTON AIRPORT, THEN TURN LEFT ONTO DRIVE AND
 HH0685'PROCEED FOR 0.15 MI TO AG AIR (WHITE) HANGAR, THEN TURN LEFT BEFORE
 HH0685'HANGAR TO THE GRASS AREA SE OF HANGAR.  THE STATION IS 20.40 M
 HH0685'(66.89 FT) SE OF THE SE EDGE OF RAMP, 41.7 M (136.85 FT) NW OF THE
 HH0685'NW EDGE OF RUNWAY 2-20, 61.1 M (200.58 FT) SE OF CORNER AND ONLINE
 HH0685'WITH SW FACE OF BROWN HANGAR, 52.6 M (172.43 FT) SW OF SW EDGE OF
 HH0685'TAXIWAY, AND 38.2 M (125.37 FT) ENE OF SE CORNER OF RAMP.
 HH0685'
 HH0685'STATION IS A STANDARD NOS DISK STAMPED---HQG A 1987---, SET INTO
 HH0685'THE TOP OF A ROUND CONCRETE MONUMENT.
 HH0685'
 HH0685'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HH0685'
 HH0685'SEE AIRPORT MANAGER FOR PERMISSION TO BE ON FIELD.
 HH0685'
 HH0685'DESCRIBED BY RAH.
 HH0685
 HH0685                          STATION RECOVERY (1987)
 HH0685
 HH0685'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HH0685'2.3 KM (1.40 MI) WEST FROM HUGOTON.
 HH0685'THE STATION IS LOCATED AT THE HUGOTON AIRPORT.  TO REACH THE STATION
 HH0685'CONTACT THE AIRPORT MANAGER.  THE STATION IS LOCATED 66.89 FEET SE
 HH0685'FROM THE SE EDGE OF A RAMP, 136.85 FEET NW OF THE NW EDGE OF RUNWAY
 HH0685'2-20, 200.58 FEET SE OF THE CORNER AND ON-LINE WITH SW FACE OF BROWN
 HH0685'HANGAR, 172.43 FEET SW OF THE SW EDGE OF A TAXIWAY, AND 125.37 FEET
 HH0685'ENE OF THE SE CORNER OF A RAMP.  THE STATION IS A STANDARD NOS
 HH0685'ALUMINUM DISK SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE
 HH0685'MONUMENT FLUSH WITH THE EXISTING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0688 ***********************************************************************
 HH0688  DESIGNATION -  HQG B
 HH0688  PID         -  HH0688
 HH0688  STATE/COUNTY-  KS/STEVENS
 HH0688  USGS QUAD   -  HUGOTON (1974)
 HH0688
 HH0688                         *CURRENT SURVEY CONTROL
 HH0688  ___________________________________________________________________
 HH0688* NAD 83(1997)-  37 09 41.05841(N)    101 22 23.93748(W)     ADJUSTED  
 HH0688* NAVD 88     -       954.709  (meters)    3132.24   (feet)  ADJUSTED  
 HH0688  ___________________________________________________________________
 HH0688  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 HH0688  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 HH0688  DYNAMIC HT  -         953.758 (meters)    3129.12  (feet)  COMP
 HH0688  MODELED GRAV-     979,602.1   (mgal)                       NAVD 88
 HH0688
 HH0688  HORZ ORDER  -  THIRD
 HH0688  VERT ORDER  -  THIRD
 HH0688
 HH0688.This mark is at Hugoton Municipal Airport (HQG)
 HH0688
 HH0688.The horizontal coordinates were established by classical geodetic methods
 HH0688.and adjusted by the National Geodetic Survey in October 1998..
 HH0688
 HH0688.The orthometric height was determined by differential leveling
 HH0688.and adjusted by the National Geodetic Survey in June 1991..
 HH0688
 HH0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0688
 HH0688.The geoid height was determined by GEOID03.
 HH0688
 HH0688.The dynamic height is computed by dividing the NAVD 88
 HH0688.geopotential number by the normal gravity value computed on the
 HH0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0688.degrees latitude (g = 980.6199 gals.).
 HH0688
 HH0688.The modeled gravity was interpolated from observed gravity values.
 HH0688
 HH0688;                    North         East     Units Scale Factor Converg.
 HH0688;SPC KS S     -   458,841.508   144,817.651   MT  1.00002236   -1 45 56.6
 HH0688;UTM  14      - 4,115,415.165   289,262.432   MT  1.00014711   -1 26 03.0
 HH0688
 HH0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0688!SPC KS S     -   0.99985429  x   1.00002236  =   0.99987665
 HH0688!UTM  14      -   0.99985429  x   1.00014711  =   1.00000138
 HH0688
 HH0688:                Primary Azimuth Mark                     Grid Az
 HH0688:SPC KS S     -  HUGOTON TALL RADIO MAST                  047 55 17.0
 HH0688:UTM  14      -  HUGOTON TALL RADIO MAST                  047 35 23.4
 HH0688
 HH0688|---------------------------------------------------------------------|
 HH0688| PID    Reference Object                     Distance      Geod. Az  |
 HH0688|                                                           dddmmss.s |
 HH0688| HH1037 HUGOTON TALL RADIO MAST             APPROX. 5.0 KM 0460920.4 |
 HH0688| HH0763 HUGOTON MUN TANK                    APPROX. 1.9 KM 0631945.7 |
 HH0688|---------------------------------------------------------------------|
 HH0688
 HH0688                          SUPERSEDED SURVEY CONTROL
 HH0688
 HH0688  NAD 83(1997)-  37 09 41.06232(N)    101 22 23.93650(W) AD(       ) 3
 HH0688  NAD 83(1986)-  37 09 41.06644(N)    101 22 23.92758(W) AD(       ) 3
 HH0688  NAD 27      -  37 09 40.97568(N)    101 22 22.37027(W) AD(       ) 3
 HH0688  NGVD 29 (12/08/88)  954.31   (m)         3130.9    (f) LEVELING    3  
 HH0688
 HH0688.Superseded values are not recommended for survey control.
 HH0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0688.See file dsdata.txt to determine how the superseded data were derived.
 HH0688
 HH0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG8926215415(NAD 83)
 HH0688_MARKER: DD = SURVEY DISK
 HH0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0688_SP_SET: CONCRETE POST
 HH0688_STAMPING: HQG B 1987
 HH0688_MARK LOGO: NOSAMC
 HH0688_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0688+STABILITY: SURFACE MOTION
 HH0688
 HH0688  HISTORY     - Date     Condition        Report By
 HH0688  HISTORY     - 1987     MONUMENTED       NOS
 HH0688  HISTORY     - 1987     GOOD             NOS
 HH0688
 HH0688                          STATION DESCRIPTION
 HH0688
 HH0688'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RAH)
 HH0688'STATION IS LOCATED AT HUGOTON MUNICIPAL AIRPORT IN HUGOTON, KANSAS.
 HH0688'
 HH0688'TO REACH FROM THE JUNCTION OF US HIGHWAY 56 (KS 25) AND KS 51, AT
 HH0688'THE S EDGE OF HUGOTON, PROCEED W ON KS 51 FOR 1.45 MI TO DIRT ROAD
 HH0688'INTERSECTION, TURN S ON DIRT ROAD FOR 0.6 MI, THEN LEFT INTO EARLY
 HH0688'BIRD AVIATION FOR 0.1 MI TO MARK SE OF HANGAR.  STATION IS 55.2 M
 HH0688'(181.09 FT) NW OF NW EDGE OF RUNWAY, 22.2 M (72.84 FT) SE OF NE
 HH0688'EDGE OF RAMP, 43.5 M (142.44 FT) SE OF NE CORNER OF HANGAR AND ON
 HH0688'LINE WITH NE FACE OF HANGAR, AND 73.4 M (239.64 FT) NE OF NE EDGE
 HH0688'OF TAXIWAY.
 HH0688'
 HH0688'STATION IS A STANDARD NOS DISK STAMPED---HQR B 1987---, SET INTO
 HH0688'THE TOP OF A ROUND CONCRETE MONUMENT.
 HH0688'
 HH0688'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HH0688'
 HH0688'SEE AIRPORT MANAGER FOR PERMISSION TO BE ON THE FIELD.
 HH0688'
 HH0688'DESCRIBED BY RAH.
 HH0688
 HH0688                          STATION RECOVERY (1987)
 HH0688
 HH0688'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HH0688'2.3 KM (1.40 MI) WEST FROM HUGOTON.
 HH0688'THE STATION IS LOCATED AT THE HUGOTON AIRPORT APPROXIMATELY 1.5 MILES
 HH0688'WEST OF THE TOWN OF HUGOTON KANSAS.  CONTACT THE AIRPORT MANAGER FOR
 HH0688'PERMISSION TO ENTER THE AIRPORT PROPER.  THE STATION IS A STANDARD
 HH0688'NOS ALUMINUM DISK SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE
 HH0688'MONUMENTFLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 239.64 FEET NE
 HH0688'OF THE NE EDGE OF A TAXIWAY, 181.09 FEET NW OF THE NW EDGE OF A
 HH0688'RUNWAY, 142.44 FEET SE OF THE NE CORNER OF A HANGAR AND 72.84 FEET SE
 HH0688'OF THE NE EDGE OF A RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0684 ***********************************************************************
 HH0684  DESIGNATION -  HQG RWY 20
 HH0684  PID         -  HH0684
 HH0684  STATE/COUNTY-  KS/STEVENS
 HH0684  USGS QUAD   -  HUGOTON (1974)
 HH0684
 HH0684                         *CURRENT SURVEY CONTROL
 HH0684  ___________________________________________________________________
 HH0684* NAD 83(1986)-  37 10 08.     (N)    101 22 01.     (W)     SCALED    
 HH0684* NAVD 88     -       953.661  (meters)    3128.80   (feet)  ADJUSTED  
 HH0684  ___________________________________________________________________
 HH0684  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 HH0684  DYNAMIC HT  -         952.711 (meters)    3125.69  (feet)  COMP
 HH0684  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 HH0684
 HH0684  VERT ORDER  -  THIRD
 HH0684
 HH0684.This mark is at Hugoton Municipal Airport (HQG)
 HH0684
 HH0684.The horizontal coordinates were scaled from a topographic map and have
 HH0684.an estimated accuracy of +/- 6 seconds.
 HH0684
 HH0684.The orthometric height was determined by differential leveling
 HH0684.and adjusted by the National Geodetic Survey in June 1991..
 HH0684
 HH0684.The geoid height was determined by GEOID03.
 HH0684
 HH0684.The dynamic height is computed by dividing the NAVD 88
 HH0684.geopotential number by the normal gravity value computed on the
 HH0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0684.degrees latitude (g = 980.6199 gals.).
 HH0684
 HH0684.The modeled gravity was interpolated from observed gravity values.
 HH0684
 HH0684;                    North         East    Units  Estimated Accuracy
 HH0684;SPC KS S     -   459,650.      145,410.      MT  (+/- 180 meters Scaled)
 HH0684
 HH0684                          SUPERSEDED SURVEY CONTROL
 HH0684
 HH0684.No superseded survey control is available for this station.
 HH0684
 HH0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG898162(NAD 83)
 HH0684_MARKER: N = NAIL
 HH0684_SETTING: 0 = UNSPECIFIED SETTING
 HH0684_MARK LOGO: NOSAMC
 HH0684_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0684
 HH0684  HISTORY     - Date     Condition        Report By
 HH0684  HISTORY     - 1987     MONUMENTED       NOS
 HH0684  HISTORY     - 1987     GOOD             NOS
 HH0684
 HH0684                          STATION DESCRIPTION
 HH0684
 HH0684'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 HH0684'1.6 KM (1.00 MI) WEST FROM HUGOTON.
 HH0684'THE STATION IS A PK NAIL DRIVEN FLUSH INTO THE CENTERLINE END OF
 HH0684'RUNWAY 20 AT HUGOTON AIRPORT.  CONTACT THE AIRPORT MANAGER FOR
 HH0684'PERMISSION TO ENTER THE AIRPORT PROPER.
 HH0684
 HH0684                          STATION RECOVERY (1987)
 HH0684
 HH0684'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RAH)
 HH0684'STATION IS LOCATED AT HUGOTON MUNICIPAL AIRPORT IN HUGOTON, KANSAS.
 HH0684'
 HH0684'TO REACH STATION SEE AIRPORT MANAGER.
 HH0684'
 HH0684'STATION IS A PK NAIL AND WASHER LOCATED AT THE CENTERLINE END OF
 HH0684'RUNWAY 20.
 HH0684'
 HH0684'DESCRIBED BY RAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0768 ***********************************************************************
 JG0768  DESIGNATION -  HUDSON
 JG0768  PID         -  JG0768
 JG0768  STATE/COUNTY-  KS/STAFFORD
 JG0768  USGS QUAD   -  HUDSON NW (1970)
 JG0768
 JG0768                         *CURRENT SURVEY CONTROL
 JG0768  ___________________________________________________________________
 JG0768* NAD 83(1997)-  38 09 17.80803(N)    098 41 33.70361(W)     ADJUSTED  
 JG0768* NAVD 88     -       578.     (meters)    1896.     (feet)  SCALED    
 JG0768  ___________________________________________________________________
 JG0768  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 JG0768  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 JG0768
 JG0768  HORZ ORDER  -  SECOND
 JG0768
 JG0768.The horizontal coordinates were established by classical geodetic methods
 JG0768.and adjusted by the National Geodetic Survey in October 1998..
 JG0768
 JG0768.The orthometric height was scaled from a topographic map.
 JG0768
 JG0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0768
 JG0768.The geoid height was determined by GEOID03.
 JG0768
 JG0768;                    North         East     Units Scale Factor Converg.
 JG0768;SPC KS S     -   565,195.194   383,111.707   MT  0.99994447   -0 07 06.3
 JG0768;UTM  14      - 4,223,051.509   526,923.682   MT  0.99960893   +0 11 23.5
 JG0768
 JG0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0768!SPC KS S     -   0.99991345  x   0.99994447  =   0.99985792
 JG0768!UTM  14      -   0.99991345  x   0.99960893  =   0.99952241
 JG0768
 JG0768|---------------------------------------------------------------------|
 JG0768| PID    Reference Object                     Distance      Geod. Az  |
 JG0768|                                                           dddmmss.s |
 JG0768| CK9924 HUDSON RM 1                          21.290 METERS 08907     |
 JG0768| CK9922 HUDSON AZ MK                                       1812850.0 |
 JG0768| CK9926 HUDSON RM 3                          15.385 METERS 18524     |
 JG0768| HG0863 ST JOHN MICH WIS PLINE CO MAST      APPROX.19.1 KM 1894611.0 |
 JG0768| CK9925 HUDSON RM 2                          21.296 METERS 19039     |
 JG0768| CK9923 HUDSON AZ MK RESET                                 3511131.5 |
 JG0768|---------------------------------------------------------------------|
 JG0768
 JG0768                          SUPERSEDED SURVEY CONTROL
 JG0768
 JG0768  NAD 83(1997)-  38 09 17.81531(N)    098 41 33.70390(W) AD(       ) 2
 JG0768  NAD 83(1986)-  38 09 17.81524(N)    098 41 33.70320(W) AD(       ) 2
 JG0768  NAD 27      -  38 09 17.76700(N)    098 41 32.39900(W) AD(       ) 2
 JG0768
 JG0768.Superseded values are not recommended for survey control.
 JG0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0768.See file dsdata.txt to determine how the superseded data were derived.
 JG0768
 JG0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH2692423052(NAD 83)
 JG0768_MARKER: DS = TRIANGULATION STATION DISK
 JG0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0768_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0768_MARK LOGO: CGS   
 JG0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0768+STABILITY: SURFACE MOTION
 JG0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0768+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 JG0768
 JG0768  HISTORY     - Date     Condition        Report By
 JG0768  HISTORY     - 1953     MONUMENTED       CGS
 JG0768  HISTORY     - 1965     GOOD             CGS
 JG0768  HISTORY     - 19960530 GOOD             NFORK
 JG0768
 JG0768                          STATION DESCRIPTION
 JG0768
 JG0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0768'THE STATION IS IN SECTION 7, T 22 S, R 12 W, ABOUT 5.7 MILES
 JG0768'EAST-SOUTHEAST OF SEWARD, 4 MILES NORTH-NORTHWEST OF HUDSON,
 JG0768'45 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 43 FEET EAST OF
 JG0768'THE CENTER OF A DIRT ROAD, 13.5 FEET EAST OF A WHITE 4 IN. X 4 IN.
 JG0768'WITNESS POST AND ON LAND OWNED BY MRS. ELLA DOHRMANN.
 JG0768'
 JG0768'TO REACH THE STATION FROM A CROSS ROAD JUST WEST OF THE RAILROAD
 JG0768'DEPOT IN HUDSON, GO SOUTH FOR 0.15 MILE TO A CROSS STREET,
 JG0768'TURN RIGHT AND FOLLOW A MACADAM ROAD (WEST) FOR 1.8 MILES TO
 JG0768'A CROSS ROAD, TURN RIGHT AND FOLLOW A GRAVELED ROAD NORTHERLY
 JG0768'FOR 3.6 MILES TO A DRIVEWAY ON THE LEFT AND THE AZIMUTH MARK
 JG0768'IN THE NORTHWEST CORNER OF THIS INTERSECTION AS DESCRIBED BELOW,
 JG0768'CONTINUE NORTHERLY ON A DIRT ROAD FOR 0.3 MILE TO A DEEP CUT
 JG0768'IN THE ROAD AND THE STATION ON THE RIGHT.
 JG0768'
 JG0768'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 JG0768'HUDSON 1953.
 JG0768'
 JG0768'REFERENCE MARK 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JG0768'HUDSON NO 1 1953.
 JG0768'
 JG0768'REFERENCE MARK 2 IS 30 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 JG0768'27 FEET SOUTH OF THE TELEPHONE POLE, AND 1 FOOT EAST OF A
 JG0768'WIRE FENCE.  THE MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 JG0768'HUDSON NO 2 1953.
 JG0768'
 JG0768'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTER OF THE DRIVEWAY,
 JG0768'21 FEET WEST OF THE CENTER OF THE DIRT ROAD AND 2 FEET NORTH
 JG0768'OF A WHITE 4 IN. X 4 IN. WITNESS POST.  THE MARK PROJECTS 3
 JG0768'INCHES AND THE DISK IS STAMPED HUDSON 1953.
 JG0768'
 JG0768'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JG0768
 JG0768                          STATION RECOVERY (1965)
 JG0768
 JG0768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 JG0768'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 JG0768'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 JG0768'
 JG0768'DUE TO ROAD CONSTRUCTION IT WAS NECESSARY TO ESTABLISH A NEW
 JG0768'AZIMUTH MARK AND A NEW REFERENCE MARK.  THE AZIMUTH MARK AND
 JG0768'REFERENCE MARK NO. 2 WERE DESTROYED WHEN THE NEW MARKS WERE
 JG0768'ESTABLISHED.
 JG0768'
 JG0768'NEW DESCRIPTION FOLLOWS-
 JG0768'
 JG0768'THE STATION IS IN SECTION 7, T. 22 S, R. 12 W, ABOUT 5.7 MILES
 JG0768'EAST-SOUTHEAST OF SEWARD, 4 MILES NORTH-NORTHEAST OF HUDSON,
 JG0768'ON THE HIGH PART OF THE SANDY RIDGE IN PASTURE LAND OWNED BY
 JG0768'MRS. ELLA BOHNMANN.  THE MARK IS 50 FEET NORTH OF A TELEPHONE
 JG0768'POLE, 43 FEET EAST OF THE CENTER LINE OF THE ROAD AND 5.5 FEET
 JG0768'EAST OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK,
 JG0768'STAMPED, HUDSON 1953, IN THE TOP OF A CONCRETE MONUMENT AND
 JG0768'PROJECTING 3 INCHES.
 JG0768'
 JG0768'REFERENCE MARK NO. 1 IS 75 FEET EAST OF THE METAL WITNESS POST.
 JG0768'A STANDARD DISK, STAMPED HUDSON NO 1 1953 IN THE TOP OF A CONCRETE
 JG0768'MONUMENT AND PROJECTING 5 INCHES.
 JG0768'
 JG0768'REFERENCE MARK NO. 3 IS 38 FEET EAST OF THE CENTER LINE OF
 JG0768'THE ROAD, 2.5 FEET EAST OF A TELEPHONE POLE.  A STANDARD DISK,
 JG0768'STAMPED, HUDSON NO 3 1965, IN THE TOP OF A CONCRETE MONUMENT
 JG0768'AND PROJECTING 9 INCHES.
 JG0768'
 JG0768'AZIMUTH MARK IS 0.25 MILE NORTH OF THE STATION, 174 FEET
 JG0768'WEST-NORTHWEST OF CENTER OF THE CROSSROAD, 40 FEET NORTH OF
 JG0768'CENTER LINE OF STATE HIGHWAY 19, 1.0 FOOT SOUTH OF FENCE LINE
 JG0768'AND 1.0 FOOT WEST OF A METAL WITNESS POST AND SIGN.  A STANDARD
 JG0768'DISK, STAMPED, HUDSON 1953 RESET 1965, IN THE TOP OF A CONCRETE
 JG0768'MONUMENT AND PROJECTING 4 INCHES.
 JG0768'
 JG0768'TO REACH THE STATION FROM GREAT BEND, GO SOUTH ON U.S. HIGHWAY
 JG0768'281 FOR 14.3 MILES TO A CROSSROAD, JUNCTION OF STATE HIGHWAY
 JG0768'19, TURN LEFT, GO EAST ON HIGHWAY 19 FOR 3.0 MILES TO A CROSSROAD,
 JG0768'(AZIMUTH MARK AS DESCRIBED) TURN RIGHT, GO SOUTH 0.25 MILE TO
 JG0768'A DEEP CUT IN THE ROAD AND STATION ON HIGH BANK ON EAST SIDE
 JG0768'OF THE ROAD.
 JG0768
 JG0768                          STATION RECOVERY (1996)
 JG0768
 JG0768'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JG0768'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0766 ***********************************************************************
 HH0766  DESIGNATION -  HUGH
 HH0766  PID         -  HH0766
 HH0766  STATE/COUNTY-  KS/STEVENS
 HH0766  USGS QUAD   -  HUGOTON SE (1974)
 HH0766
 HH0766                         *CURRENT SURVEY CONTROL
 HH0766  ___________________________________________________________________
 HH0766* NAD 83(1997)-  37 00 38.39793(N)    101 15 41.35663(W)     ADJUSTED  
 HH0766* NAVD 88     -       939.5    (meters)    3082.     (feet)  VERTCON   
 HH0766  ___________________________________________________________________
 HH0766  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 HH0766  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 HH0766
 HH0766  HORZ ORDER  -  SECOND
 HH0766
 HH0766.The horizontal coordinates were established by classical geodetic methods
 HH0766.and adjusted by the National Geodetic Survey in October 1998..
 HH0766
 HH0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0766
 HH0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0766
 HH0766.The geoid height was determined by GEOID03.
 HH0766
 HH0766;                    North         East     Units Scale Factor Converg.
 HH0766;SPC KS S     -   441,819.145   154,250.825   MT  1.00006017   -1 41 49.2
 HH0766;UTM  14      - 4,098,446.595   298,795.291   MT  1.00009874   -1 21 42.4
 HH0766
 HH0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0766!SPC KS S     -   0.99985673  x   1.00006017  =   0.99991689
 HH0766!UTM  14      -   0.99985673  x   1.00009874  =   0.99995546
 HH0766
 HH0766:                Primary Azimuth Mark                     Grid Az
 HH0766:SPC KS S     -  TYRONE COMPTON GRAIN CO ELEV             111 35 15.3
 HH0766:UTM  14      -  TYRONE COMPTON GRAIN CO ELEV             111 15 08.5
 HH0766
 HH0766|---------------------------------------------------------------------|
 HH0766| PID    Reference Object                     Distance      Geod. Az  |
 HH0766|                                                           dddmmss.s |
 HH0766| GK0801 TYRONE COMPTON GRAIN CO ELEV        APPROX.18.3 KM 1095326.1 |
 HH0766| CM8814 HUGH RM 2                            17.630 METERS 19854     |
 HH0766| CM8813 HUGH RM 1                            23.191 METERS 27343     |
 HH0766|---------------------------------------------------------------------|
 HH0766
 HH0766                          SUPERSEDED SURVEY CONTROL
 HH0766
 HH0766  NAD 83(1997)-  37 00 38.40247(N)    101 15 41.35785(W) AD(       ) 2
 HH0766  NAD 83(1986)-  37 00 38.40579(N)    101 15 41.35136(W) AD(       ) 2
 HH0766  NAD 27      -  37 00 38.31194(N)    101 15 39.76712(W) AD(       ) 2
 HH0766  NGVD 29 (07/19/86)  939.1    (m)         3081.     (f) VERT ANG       
 HH0766
 HH0766.Superseded values are not recommended for survey control.
 HH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0766.See file dsdata.txt to determine how the superseded data were derived.
 HH0766
 HH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF9879598447(NAD 83)
 HH0766_MARKER: DD = SURVEY DISK
 HH0766_SETTING: 0 = UNSPECIFIED SETTING
 HH0766
 HH0766  HISTORY     - Date     Condition        Report By
 HH0766  HISTORY     - 1972     MONUMENTED       USGS
 HH0766
 HH0766                          STATION DESCRIPTION
 HH0766
 HH0766'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0766'STATION IS ABOUT 11 MI. S. AND 4.7 MI. E. OF INTERSECTION OF U. S.
 HH0766'HIGHWAY 270, U. S. HIGHWAY 56, STATE HIGHWAY 51, AND STATE HIGHWAY
 HH0766'25, AT S. EDGE OF HUGOTON, ABOUT 1100 FT. E. OF COR. SECS. 7, 8, 17
 HH0766'AND 18, T. 35 S., R. 36 W.
 HH0766'
 HH0766'TO REACH FROM INTERSECTION OF U. S. HIGHWAY 270, U. S. HIGHWAY 56,
 HH0766'STATE HIGHWAY 51, AND STATE HIGHWAY W. 25, AT S. EDGE OF HUGOTON GO
 HH0766'ABOUT 0.5 MI. TO CROSSROAD, THEN TURN LEFT AND GO ABOUT 11 MI. S.
 HH0766'TO CROSSROAD, THEN TURN LEFT AND GO ABOUT 5.2 MI. E. TO FARMHOUSE
 HH0766'ON RIGHT AND THE STATION ON THE LEFT ON THE HIGHEST GROUND IN
 HH0766'VICINITY.
 HH0766'
 HH0766'STATION MARK STAMPED ET HUGH 1972 IS 23 FT. N. AND 78 FT. E. OF
 HH0766'CENTER LINE RD. AT EASTERNMOST OF TWO DRIVES S., 2 FT. S. OF AN ANGLE
 HH0766'IRON POST.
 HH0766'
 HH0766'REFERENCE MARK NO. 1 STAMPED HUGH NO 1 1972 IS WNW OF STATION, 29 FT.
 HH0766'N. OF CENTER LINE RD. AT EASTERNMOST OF TWO DRIVES S., 2 FT. S. OF
 HH0766'TELEPHONE POLE, 1 FT. S. OF USGS WITNESS POST.
 HH0766'
 HH0766'REFERENCE MARK NO. 2 STAMPED HUGH NO 2 1972 IS SSW. OF STATION, 33
 HH0766'FT. S. AND 58 FT. E. OF CENTER LINE RD. AT EASTERMOST OF TWO DRIVES
 HH0766'S., 2 FT. E. OF TELEPHONE POLE.
 HH0766'
 HH0766'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS
 HH0766'CENTERED IN 6-IN. DIAMETER SECTIONS OF WHITE PLASTIC PIPE 12 IN.
 HH0766'LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS SET
 HH0766'FLUSH WITH THE GROUND.
 HH0766'
 HH0766'HEIGHT OF INSTRUMENT 4.75 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0345 ***********************************************************************
 HH0345  DESIGNATION -  HUGOTON
 HH0345  PID         -  HH0345
 HH0345  STATE/COUNTY-  KS/STEVENS
 HH0345  USGS QUAD   -  HUGOTON (1974)
 HH0345
 HH0345                         *CURRENT SURVEY CONTROL
 HH0345  ___________________________________________________________________
 HH0345* NAD 83(1986)-  37 10 37.     (N)    101 21 12.     (W)     SCALED    
 HH0345* NAVD 88     -       948.000  (meters)    3110.23   (feet)  ADJUSTED  
 HH0345  ___________________________________________________________________
 HH0345  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 HH0345  DYNAMIC HT  -         947.058 (meters)    3107.14  (feet)  COMP
 HH0345  MODELED GRAV-     979,605.2   (mgal)                       NAVD 88
 HH0345
 HH0345  VERT ORDER  -  SECOND    CLASS 0
 HH0345
 HH0345.The horizontal coordinates were scaled from a topographic map and have
 HH0345.an estimated accuracy of +/- 6 seconds.
 HH0345
 HH0345.The orthometric height was determined by differential leveling
 HH0345.and adjusted by the National Geodetic Survey in June 1991..
 HH0345.WARNING-Repeat measurements at this control monument indicate possible
 HH0345.vertical movement.
 HH0345
 HH0345.The geoid height was determined by GEOID03.
 HH0345
 HH0345.The dynamic height is computed by dividing the NAVD 88
 HH0345.geopotential number by the normal gravity value computed on the
 HH0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0345.degrees latitude (g = 980.6199 gals.).
 HH0345
 HH0345.The modeled gravity was interpolated from observed gravity values.
 HH0345
 HH0345;                    North         East    Units  Estimated Accuracy
 HH0345;SPC KS S     -   460,510.      146,650.      MT  (+/- 180 meters Scaled)
 HH0345
 HH0345                          SUPERSEDED SURVEY CONTROL
 HH0345
 HH0345  NGVD 29 (??/??/92)  947.588  (m)         3108.88   (f) ADJ UNCH    2 0
 HH0345
 HH0345.Superseded values are not recommended for survey control.
 HH0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0345.See file dsdata.txt to determine how the superseded data were derived.
 HH0345
 HH0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG910170(NAD 83)
 HH0345_MARKER: DB = BENCH MARK DISK
 HH0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0345_SP_SET: CONCRETE POST
 HH0345_STAMPING: HUGOTON 1934
 HH0345_MARK LOGO: CGS   
 HH0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0345+STABILITY: SURFACE MOTION
 HH0345
 HH0345  HISTORY     - Date     Condition        Report By
 HH0345  HISTORY     - 1934     MONUMENTED       CGS
 HH0345  HISTORY     - 1968     GOOD             NGS
 HH0345  HISTORY     - 1987     GOOD             NOS
 HH0345  HISTORY     - 20040821 GOOD             USPSQD
 HH0345
 HH0345                          STATION DESCRIPTION
 HH0345
 HH0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HH0345'AT HUGOTON.
 HH0345'THE MARK IS IN THE NORTHEAST ANGLE OF THE INTERSECTION OF SIXTH
 HH0345'AND HARRISON STREET IN HUGOTON, 140 FEET EAST OF THE CENTER
 HH0345'OF HARRISON STREET, 45 FEET NORTH OF THE CENTER OF SIXTH STREET,
 HH0345'1 FOOT NORTH OF A SIDEWALK, AND PROJECTS 18 INCHES.  NOTE-- THE
 HH0345'OLD COUNTY COURTHOUSE HAS BEEN DEMOLISHED, AND NOW THE LOT IS
 HH0345'VACANT.
 HH0345
 HH0345                          STATION RECOVERY (1987)
 HH0345
 HH0345'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HH0345'RECOVERED IN GOOD CONDITION.
 HH0345
 HH0345                          STATION RECOVERY (2004)
 HH0345
 HH0345'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HH0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0764 ***********************************************************************
 HH0764  DESIGNATION -  HUGOTON
 HH0764  PID         -  HH0764
 HH0764  STATE/COUNTY-  KS/STEVENS
 HH0764  USGS QUAD   -  HUGOTON (1974)
 HH0764
 HH0764                         *CURRENT SURVEY CONTROL
 HH0764  ___________________________________________________________________
 HH0764* NAD 83(1997)-  37 11 01.78820(N)    101 21 15.39362(W)     ADJUSTED  
 HH0764* NAVD 88     -       997.8    (meters)    3274.     (feet)  VERTCON   
 HH0764  ___________________________________________________________________
 HH0764  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 HH0764  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 HH0764
 HH0764  HORZ ORDER  -  SECOND
 HH0764
 HH0764.The horizontal coordinates were established by classical geodetic methods
 HH0764.and adjusted by the National Geodetic Survey in October 1998..
 HH0764
 HH0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0764
 HH0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0764
 HH0764.The geoid height was determined by GEOID03.
 HH0764
 HH0764;                    North         East     Units Scale Factor Converg.
 HH0764;SPC KS S     -   461,277.192   146,584.260   MT  1.00001732   -1 45 14.5
 HH0764;UTM  14      - 4,117,861.318   291,015.151   MT  1.00013804   -1 25 24.2
 HH0764
 HH0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0764!SPC KS S     -   0.99984753  x   1.00001732  =   0.99986484
 HH0764!UTM  14      -   0.99984753  x   1.00013804  =   0.99998555
 HH0764
 HH0764:                Primary Azimuth Mark                     Grid Az
 HH0764:SPC KS S     -  HUGOTON MUN TANK                         180 05 39.6
 HH0764:UTM  14      -  HUGOTON MUN TANK                         179 45 49.3
 HH0764
 HH0764|---------------------------------------------------------------------|
 HH0764| PID    Reference Object                     Distance      Geod. Az  |
 HH0764|                                                           dddmmss.s |
 HH0764| HH0763 HUGOTON MUN TANK                    APPROX. 1.6 KM 1782025.1 |
 HH0764|---------------------------------------------------------------------|
 HH0764
 HH0764                          SUPERSEDED SURVEY CONTROL
 HH0764
 HH0764  NAD 83(1997)-  37 11 01.79239(N)    101 21 15.39306(W) AD(       ) 2
 HH0764  NAD 83(1986)-  37 11 01.79680(N)    101 21 15.38388(W) AD(       ) 2
 HH0764  NAD 27      -  37 11 01.70828(N)    101 21 13.82849(W) AD(       ) 2
 HH0764  NGVD 29 (07/19/86)  997.4    (m)         3272.     (f) VERT ANG       
 HH0764
 HH0764.Superseded values are not recommended for survey control.
 HH0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0764.See file dsdata.txt to determine how the superseded data were derived.
 HH0764
 HH0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG9101517861(NAD 83)
 HH0764_MARKER: DD = SURVEY DISK
 HH0764_SETTING: 0 = UNSPECIFIED SETTING
 HH0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0764
 HH0764  HISTORY     - Date     Condition        Report By
 HH0764  HISTORY     - 1972     MONUMENTED       USGS
 HH0764  HISTORY     - 1987     GOOD             NOS
 HH0764
 HH0764                          STATION DESCRIPTION
 HH0764
 HH0764'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0764'STATION IS ABOUT 1.0 MI. N. AND 0.4 MI. W. OF INTERSECTION OF U. S.
 HH0764'HIGHWAY 270, U. S. HIGHWAY 56, STATE HIGHWAY 51, AND STATE HIGHWAY
 HH0764'25, AT S. EDGE OF HUGOTON, ABOUT 300 FT. S. AND 700 FT. E. OF COR.
 HH0764'SECS.  8, 9, 16 AND 17, T. 33 S., R. 37 W.
 HH0764'
 HH0764'TO REACH FROM INTERSECTION OF U. S. HIGHWAY 270, U. S. HIGHWAY 56,
 HH0764'STATE HIGHWAY 51 AND STATE HIGHWAY 25, GO N. ALONG U. S. HIGHWAY 56
 HH0764'(MAIN) ABOUT 1.0 MI. TO INTERSECTION OF MAIN AND N. CITY LIMITS,
 HH0764'THEN TURN LEFT AND GO W. ABOUT 0.4 MI. TO FARMERS COOP GRAIN AND
 HH0764'SUPPLY GRAIN ELEV. AND THE STATION IS ATOP THE HEAD HOUSE.
 HH0764'
 HH0764'STATION MARK STAMPED ET HUGOTON 1972 IS 11 FT. W. OF CENTER LINE TOP
 HH0764'OF ELEV. HEAD HOUSE, 7.03 FT. NNW. (NORMAL) OF SE. SIDE AND 10.10
 HH0764'FT.  WSW. (NORMAL) OF NE. SIDE OF ELEV. HEAD HOUSE, SET FLUSH IN TOP
 HH0764'OF ELEV. HEAD HOUSE.
 HH0764'
 HH0764'HEIGHT OF INSTRUMENT 5.13 FT. ABOVE STATION ON ELEVATOR.  STANDARD
 HH0764'BRACED TRIPOD USED.
 HH0764
 HH0764                          STATION RECOVERY (1987)
 HH0764
 HH0764'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RAH)
 HH0764'THE STATION WAS RECOVERED AT THIS DATE.
 HH0764'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HH0764'
 HH0764'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HH0764'
 HH0764'RECOVERED BY RAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0765 ***********************************************************************
 HH0765  DESIGNATION -  HUGOTON FARMERS COOP ELEV
 HH0765  PID         -  HH0765
 HH0765  STATE/COUNTY-  KS/STEVENS
 HH0765  USGS QUAD   -  HUGOTON (1974)
 HH0765
 HH0765                         *CURRENT SURVEY CONTROL
 HH0765  ___________________________________________________________________
 HH0765* NAD 83(1997)-  37 11 01.81264(N)    101 21 15.48401(W)     ADJUSTED  
 HH0765* NAVD 88     -                                                        
 HH0765  ___________________________________________________________________
 HH0765  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 HH0765  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 HH0765
 HH0765  HORZ ORDER  -  THIRD
 HH0765
 HH0765.The horizontal coordinates were established by classical geodetic methods
 HH0765.and adjusted by the National Geodetic Survey in October 1998..
 HH0765
 HH0765
 HH0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0765
 HH0765.The geoid height was determined by GEOID03.
 HH0765
 HH0765;                    North         East     Units Scale Factor Converg.
 HH0765;SPC KS S     -   461,278.013   146,582.054   MT  1.00001732   -1 45 14.6
 HH0765;UTM  14      - 4,117,862.127   291,012.941   MT  1.00013805   -1 25 24.2
 HH0765
 HH0765                          SUPERSEDED SURVEY CONTROL
 HH0765
 HH0765  NAD 83(1997)-  37 11 01.81741(N)    101 21 15.48298(W) AD(       ) 4
 HH0765  NAD 83(1986)-  37 11 01.82139(N)    101 21 15.47118(W) AD(       ) 4
 HH0765  NAD 27      -  37 11 01.72792(N)    101 21 13.91652(W) AD(       ) 3
 HH0765
 HH0765.Superseded values are not recommended for survey control.
 HH0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0765.See file dsdata.txt to determine how the superseded data were derived.
 HH0765
 HH0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG9101317862(NAD 83)
 HH0765_MARKER: 65 = GRAIN ELEVATOR
 HH0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HH0765+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HH0765
 HH0765  HISTORY     - Date     Condition        Report By
 HH0765  HISTORY     - 1972     FIRST OBSERVED   USGS
 HH0765  HISTORY     - 1987     GOOD             NOS
 HH0765  HISTORY     - 20040821 GOOD             USPSQD
 HH0765
 HH0765                          STATION DESCRIPTION
 HH0765
 HH0765'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0765'T. 33 S., R. 37 W., ABOUT 300 FT. S. AND 700 FT. E. COR. SECS. 8, 9,
 HH0765'10 AND 17. 1 FT. N. AND 3 FT. E. CENTERLINE TOP OF FARMERS COOP
 HH0765'GRAIN AND SUPPLY GRAIN ELEVATOR HEADHOUSE.
 HH0765
 HH0765                          STATION RECOVERY (1987)
 HH0765
 HH0765'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RAH)
 HH0765'THE STATION WAS RECOVERED AT THIS DATE.
 HH0765'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HH0765'
 HH0765'RECOVERED BY RAH.
 HH0765
 HH0765                          STATION RECOVERY (2004)
 HH0765
 HH0765'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HH0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0763 ***********************************************************************
 HH0763  DESIGNATION -  HUGOTON MUN TANK
 HH0763  PID         -  HH0763
 HH0763  STATE/COUNTY-  KS/STEVENS
 HH0763  USGS QUAD   -  HUGOTON (1974)
 HH0763
 HH0763                         *CURRENT SURVEY CONTROL
 HH0763  ___________________________________________________________________
 HH0763* NAD 83(1997)-  37 10 09.36863(N)    101 21 13.49567(W)     ADJUSTED  
 HH0763* NAVD 88     -                                                        
 HH0763  ___________________________________________________________________
 HH0763  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 HH0763  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 HH0763
 HH0763  HORZ ORDER  -  THIRD
 HH0763
 HH0763.The horizontal coordinates were established by classical geodetic methods
 HH0763.and adjusted by the National Geodetic Survey in October 1998..
 HH0763
 HH0763
 HH0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0763
 HH0763.The geoid height was determined by GEOID03.
 HH0763
 HH0763;                    North         East     Units Scale Factor Converg.
 HH0763;SPC KS S     -   459,660.493   146,581.598   MT  1.00002057   -1 45 13.4
 HH0763;UTM  14      - 4,116,244.438   291,021.826   MT  1.00013801   -1 25 21.3
 HH0763
 HH0763                          SUPERSEDED SURVEY CONTROL
 HH0763
 HH0763  NAD 83(1997)-  37 10 09.37288(N)    101 21 13.49478(W) AD(       ) 4
 HH0763  NAD 83(1986)-  37 10 09.37472(N)    101 21 13.48552(W) AD(       ) 4
 HH0763  NAD 27      -  37 10 09.28436(N)    101 21 11.93003(W) AD(       ) 3
 HH0763
 HH0763.Superseded values are not recommended for survey control.
 HH0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0763.See file dsdata.txt to determine how the superseded data were derived.
 HH0763
 HH0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG9102216244(NAD 83)
 HH0763_MARKER: 53 = ELEVATED TANK
 HH0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HH0763+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HH0763
 HH0763  HISTORY     - Date     Condition        Report By
 HH0763  HISTORY     - 1972     FIRST OBSERVED   USGS
 HH0763  HISTORY     - 1987     GOOD             NOS
 HH0763  HISTORY     - 20040821 GOOD             USPSQD
 HH0763
 HH0763                          STATION DESCRIPTION
 HH0763
 HH0763'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0763'STATION IS THE MUNICIPAL WATER TANK ABOUT 300 FT. S. AND 500 FT. E.
 HH0763'OF INTERSECTION OF POLK AND 11TH AT S. EDGE OF HUGOTON.
 HH0763'
 HH0763'T. 33 S., R. 37 W., ABOUT 300 FT. S. AND 1100 FT. E. OF COR. SECS.
 HH0763'16, 17, 20 AND 21.
 HH0763'
 HH0763'ERECTED IN 1964.
 HH0763
 HH0763                          STATION RECOVERY (1987)
 HH0763
 HH0763'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RAH)
 HH0763'THE STATION WAS RECOVERED AT THIS DATE.
 HH0763'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITON.
 HH0763'
 HH0763'RECOVERED BY RAH.
 HH0763
 HH0763                          STATION RECOVERY (2004)
 HH0763
 HH0763'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HH0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0773 ***********************************************************************
 HH0773  DESIGNATION -  HUGOTON PRODUCTION CO RAD MAST
 HH0773  PID         -  HH0773
 HH0773  STATE/COUNTY-  KS/GRANT
 HH0773  USGS QUAD   -  WAGON BED SPRING (1974)
 HH0773
 HH0773                         *CURRENT SURVEY CONTROL
 HH0773  ___________________________________________________________________
 HH0773* NAD 83(1997)-  37 27 36.59114(N)    101 21 31.16462(W)     ADJUSTED  
 HH0773* NAVD 88     -                                                        
 HH0773  ___________________________________________________________________
 HH0773  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 HH0773  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 HH0773
 HH0773  HORZ ORDER  -  THIRD
 HH0773
 HH0773.The horizontal coordinates were established by classical geodetic methods
 HH0773.and adjusted by the National Geodetic Survey in October 1998..
 HH0773
 HH0773
 HH0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0773
 HH0773.The geoid height was determined by GEOID03.
 HH0773
 HH0773;                    North         East     Units Scale Factor Converg.
 HH0773;SPC KS S     -   491,942.987   147,135.593   MT  0.99996759   -1 45 24.2
 HH0773;UTM  14      - 4,148,534.248   291,391.969   MT  1.00013607   -1 26 06.3
 HH0773
 HH0773                          SUPERSEDED SURVEY CONTROL
 HH0773
 HH0773  NAD 83(1997)-  37 27 36.59599(N)    101 21 31.16090(W) AD(       ) 4
 HH0773  NAD 83(1986)-  37 27 36.59942(N)    101 21 31.15898(W) AD(       ) 4
 HH0773  NAD 27      -  37 27 36.51557(N)    101 21 29.55282(W) AD(       ) 3
 HH0773
 HH0773.Superseded values are not recommended for survey control.
 HH0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0773.See file dsdata.txt to determine how the superseded data were derived.
 HH0773
 HH0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG9139248534(NAD 83)
 HH0773_MARKER: 42 = RADIO/TV MAST
 HH0773
 HH0773  HISTORY     - Date     Condition        Report By
 HH0773  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0773
 HH0773                          STATION DESCRIPTION
 HH0773
 HH0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0773'THE STATION IS THE TOP-CENTER OF THE RED AND WHITE 103-FOOT
 HH0773'HIGH RADIO MAST ON THE GROUNDS OF THE HUGOTON PRODUCTION
 HH0773'CO. WHICH ARE 8 MILES SOUTH OF ULYSSES AND 0.2 MILE EAST OF
 HH0773'U.S. HIGHWAY 270.  THE MAST HAS A POLE ANTENNA BOLTED TO
 HH0773'THE EASTERN CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1037 ***********************************************************************
 HH1037  DESIGNATION -  HUGOTON TALL RADIO MAST
 HH1037  PID         -  HH1037
 HH1037  STATE/COUNTY-  KS/STEVENS
 HH1037  USGS QUAD   -  HUGOTON (1974)
 HH1037
 HH1037                         *CURRENT SURVEY CONTROL
 HH1037  ___________________________________________________________________
 HH1037* NAD 83(1997)-  37 11 34.45961(N)    101 19 56.31854(W)     ADJUSTED  
 HH1037* NAVD 88     -                                                        
 HH1037  ___________________________________________________________________
 HH1037  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 HH1037  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 HH1037
 HH1037  HORZ ORDER  -  THIRD
 HH1037
 HH1037.The horizontal coordinates were established by classical geodetic methods
 HH1037.and adjusted by the National Geodetic Survey in October 1998..
 HH1037
 HH1037
 HH1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1037
 HH1037.The geoid height was determined by GEOID03.
 HH1037
 HH1037;                    North         East     Units Scale Factor Converg.
 HH1037;SPC KS S     -   462,224.469   148,564.430   MT  1.00001532   -1 44 25.9
 HH1037;UTM  14      - 4,118,820.110   292,990.056   MT  1.00012792   -1 24 37.4
 HH1037
 HH1037                          SUPERSEDED SURVEY CONTROL
 HH1037
 HH1037  NAD 83(1997)-  37 11 34.46437(N)    101 19 56.31787(W) AD(       ) 4
 HH1037  NAD 83(1986)-  37 11 34.46583(N)    101 19 56.30950(W) AD(       ) 4
 HH1037
 HH1037.Superseded values are not recommended for survey control.
 HH1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1037.See file dsdata.txt to determine how the superseded data were derived.
 HH1037
 HH1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG9299018820(NAD 83)
 HH1037_MARKER: 42 = RADIO/TV MAST
 HH1037
 HH1037  HISTORY     - Date     Condition        Report By
 HH1037  HISTORY     - 1987     FIRST OBSERVED   NOS
 HH1037
 HH1037                          STATION DESCRIPTION
 HH1037
 HH1037'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RAH)
 HH1037'STATION IS LOCATED NE OF THE TOWN OF HUGOTON.
 HH1037'
 HH1037'TO REACH FROM THE JUNCTION OF US HIGHWAY 56 (KS 25) AND KS 51, AT
 HH1037'THE S EDGE OF HUGOTON PROCEED N ON US 56 FOR 2.15 MI TO CROSSROADS,
 HH1037'TURN RIGHT AND PROCEED 0.4 MI TO DIRT ROAD T INTERSECTION, TURN
 HH1037'LEFT AND PROCEED 0.4 MI TO MAST ON LEFT.
 HH1037'
 HH1037'THE POINT OBSERVED WAS THE OBSTRUCTION LIGHT ON TOP.
 HH1037'
 HH1037'DESCRIBED BY RAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1145 ***********************************************************************
 KF1145  DESIGNATION -  HULL
 KF1145  PID         -  KF1145
 KF1145  STATE/COUNTY-  KS/MARSHALL
 KF1145  USGS QUAD   -  HERKIMER (1983)
 KF1145
 KF1145                         *CURRENT SURVEY CONTROL
 KF1145  ___________________________________________________________________
 KF1145* NAD 83(1997)-  39 56 00.75161(N)    096 39 25.65882(W)     ADJUSTED  
 KF1145* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 KF1145  ___________________________________________________________________
 KF1145  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 KF1145  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 KF1145
 KF1145  HORZ ORDER  -  SECOND
 KF1145
 KF1145.The horizontal coordinates were established by classical geodetic methods
 KF1145.and adjusted by the National Geodetic Survey in October 1998..
 KF1145
 KF1145.The orthometric height was scaled from a topographic map.
 KF1145
 KF1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1145
 KF1145.The geoid height was determined by GEOID03.
 KF1145
 KF1145;                    North         East     Units Scale Factor Converg.
 KF1145;SPC KS N     -   178,501.586   514,783.145   MT  1.00002782   +0 50 58.8
 KF1145;SPC NE       -    16,650.454   785,674.903   MT  1.00003068   +2 12 55.1
 KF1145;UTM  14      - 4,423,009.167   700,190.571   MT  1.00009340   +1 30 15.8
 KF1145
 KF1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1145!SPC KS N     -   0.99994314  x   1.00002782  =   0.99997096
 KF1145!SPC NE       -   0.99994314  x   1.00003068  =   0.99997382
 KF1145!UTM  14      -   0.99994314  x   1.00009340  =   1.00003654
 KF1145
 KF1145:                Primary Azimuth Mark                     Grid Az
 KF1145:SPC KS N     -  OKETO MUNICIPAL TANK                     057 57 22.5
 KF1145:SPC NE       -  OKETO MUNICIPAL TANK                     056 35 26.2
 KF1145:UTM  14      -  OKETO MUNICIPAL TANK                     057 18 05.5
 KF1145
 KF1145|---------------------------------------------------------------------|
 KF1145| PID    Reference Object                     Distance      Geod. Az  |
 KF1145|                                                           dddmmss.s |
 KF1145| KF1132 OKETO MUNICIPAL TANK                APPROX. 6.2 KM 0584821.3 |
 KF1145| CL7125 HULL RM 1                            20.141 METERS 18137     |
 KF1145| KF1144 HERKIMER LUTHERAN CHURCH SPIRE      APPROX. 6.8 KM 2263924.6 |
 KF1145| CL7126 HULL RM 2                            35.329 METERS 28428     |
 KF1145| KF1143 BETHLEHEM EVAN LUTH CH SPIRE        APPROX. 9.9 KM 3065015.5 |
 KF1145| CL7124 HULL AZ MK                                         3120120.6 |
 KF1145| LG1066 WYMORE IMMANUELS FRIEDHOF CH        APPROX. 7.5 KM 3594949.0 |
 KF1145|---------------------------------------------------------------------|
 KF1145
 KF1145                          SUPERSEDED SURVEY CONTROL
 KF1145
 KF1145  NAD 83(1997)-  39 56 00.75199(N)    096 39 25.65872(W) AD(       ) 2
 KF1145  NAD 83(1986)-  39 56 00.75693(N)    096 39 25.65472(W) AD(       ) 2
 KF1145  NAD 27      -  39 56 00.74400(N)    096 39 24.57800(W) AD(       ) 2
 KF1145
 KF1145.Superseded values are not recommended for survey control.
 KF1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1145.See file dsdata.txt to determine how the superseded data were derived.
 KF1145
 KF1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK0019123009(NAD 83)
 KF1145_MARKER: DS = TRIANGULATION STATION DISK
 KF1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1145
 KF1145  HISTORY     - Date     Condition        Report By
 KF1145  HISTORY     - 1947     MONUMENTED       CGS
 KF1145  HISTORY     - 1965     GOOD             CGS
 KF1145
 KF1145                          STATION DESCRIPTION
 KF1145
 KF1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1145'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF MARYSVILLE,
 KF1145'50 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 77 AND 6 FEET
 KF1145'SOUTH OF A WITNESS POST.  IT IS SET FLUSH WITH THE GROUND AND IS
 KF1145'STAMPED HULL 1947.
 KF1145'
 KF1145'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND IS 50 FEET EAST
 KF1145'OF THE CENTER OF U.S. HIGHWAY NO. 77.  IT PROJECTS 6 INCHES AND
 KF1145'IS STAMPED HULL NO 1 1947.
 KF1145'
 KF1145'REFERENCE MARK NO. 2 IS 62 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 KF1145'NO. 77 AND 1 FOOT EAST OF A WIRE FENCE.  IT PROJECTS 6 INCHES
 KF1145'AND IS STAMPED HULL NO 2 1947.
 KF1145'
 KF1145'AZIMUTH MARK IS 0.7 MILE WEST OF A CROSSROAD, 33 FEET SOUTH OF
 KF1145'THE CENTER OF A GRADED ROAD, 27 FEET EAST OF A FENCE CORNER,
 KF1145'3 FEET EAST OF A WITNESS POST, AND 1 FOOT NORTH OF A FENCE LINE.
 KF1145'IT PROJECTS 6 INCHES AND IS STAMPED HULL 1947.
 KF1145'
 KF1145'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 36
 KF1145'AND NO. 77 IN THE EAST EDGE OF MARYSVILLE, GO WEST ON U.S.
 KF1145'HIGHWAY NO. 36 FOR 1 MILE TO WHERE NO. 77 TURNS NORTH, TURN RIGHT,
 KF1145'NORTH, ON U.S. HIGHWAY NO. 77 AND GO 6.6 MILES TO THE STATION
 KF1145'ON THE RIGHT AS DESCRIBED.
 KF1145'
 KF1145'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 KF1145'HIGHWAY NO. 77 FOR 0.6 MILE TO A CROSSROAD, TURN LEFT, WEST,
 KF1145'AND GO 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KF1145'
 KF1145'A 74 FOOT SIGNAL AT HOME IS VISIBLE AT 37 FEET.
 KF1145'
 KF1145'A 74 FOOT SIGNAL AT HERKIMER IS VISIBLE AT 15 FEET.
 KF1145'
 KF1145'A 74 FOOT SIGNAL AT FAIRFIELD IS VISIBLE AT 4 FEET.
 KF1145'
 KF1145'A 74 FOOT SIGNAL AT BREMEN IS VISIBLE AT 4 FEET.
 KF1145'
 KF1145'A 74 FOOT SIGNAL AT ODELL IS VISIBLE AT 4 FEET.
 KF1145'
 KF1145'A 74 FOOT SIGNAL AT LINE IS VISIBLE AT 15 FEET.
 KF1145'
 KF1145'A 4 FOOT SIGNAL AT WRIGHT IS VISIBLE AT 4 FEET.
 KF1145'
 KF1145'A 74 FOOT SIGNAL AT MALICKY IS VISIBLE AT 4 FEET.
 KF1145'
 KF1145'A 47 FOOT SIGNAL AT OKETO IS VISIBLE AT 4 FEET.
 KF1145'
 KF1145'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1145
 KF1145                          STATION RECOVERY (1965)
 KF1145
 KF1145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1145'THE STATION MARK WAS RECOVERED AND IN GOOD CONDITION, 53
 KF1145'FEET EAST OF CENTER LINE OF HIGHWAY 77, 4.5 FEET SOUTH OF A
 KF1145'POWER LINE POLE AND 1.5 FOOT NORTH OF A METAL WITNESS POST.
 KF1145'THE MONUMENT IS FLUSH WITH THE GROUND.
 KF1145'
 KF1145'REFERENCE MARK NO. 1 RECOVERED AND IN GOOD CONDITION.  IT IS
 KF1145'69 FEET SOUTH OF A POWER LINE POLE AND 51 FEET EAST OF THE
 KF1145'CENTER LINE OF THE HIGHWAY AND THE MONUMENT PROJECTS 3-INCHES
 KF1145'ABOVE THE GROUND.
 KF1145'
 KF1145'REFERENCE MARK NO. 2 RECOVERED AND IN GOOD CONDITION, 58.5
 KF1145'FEET WEST OF CENTER LINE OF HIGHWAY 77, 16.5 FEET SOUTH OF
 KF1145'SOUTH GATE POST OF A WIRE GATE AND 1 FOOT EAST OF THE FENCE
 KF1145'LINE.  THE MONUMENT PROJECTS 4-INCHES ABOVE THE GROUND.
 KF1145'
 KF1145'AZIMUTH MARK RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION,
 KF1145'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1250 ***********************************************************************
 KE1250  DESIGNATION -  HULS
 KE1250  PID         -  KE1250
 KE1250  STATE/COUNTY-  KS/SHAWNEE
 KE1250  USGS QUAD   -  GROVE (1982)
 KE1250
 KE1250                         *CURRENT SURVEY CONTROL
 KE1250  ___________________________________________________________________
 KE1250* NAD 83(1997)-  39 08 12.62382(N)    095 50 44.58468(W)     ADJUSTED  
 KE1250* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 KE1250  ___________________________________________________________________
 KE1250  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 KE1250  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 KE1250
 KE1250  HORZ ORDER  -  FIRST
 KE1250
 KE1250.The horizontal coordinates were established by classical geodetic methods
 KE1250.and adjusted by the National Geodetic Survey in October 1998..
 KE1250
 KE1250.The orthometric height was scaled from a topographic map.
 KE1250
 KE1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1250
 KE1250.The geoid height was determined by GEOID03.
 KE1250
 KE1250;                    North         East     Units Scale Factor Converg.
 KE1250;SPC KS N     -    91,413.387   586,232.475   MT  0.99995882   +1 21 47.0
 KE1250;UTM  15      - 4,335,819.073   254,038.869   MT  1.00034497   -1 47 49.4
 KE1250
 KE1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1250!SPC KS N     -   0.99995323  x   0.99995882  =   0.99991205
 KE1250!UTM  15      -   0.99995323  x   1.00034497  =   1.00029818
 KE1250
 KE1250|---------------------------------------------------------------------|
 KE1250| PID    Reference Object                     Distance      Geod. Az  |
 KE1250|                                                           dddmmss.s |
 KE1250| CL7128 HULS RM 1                            65.510 METERS 01736     |
 KE1250| KE1228 TOPEKA BOYS INDUST INST STACK       APPROX.14.6 KM 1072702.5 |
 KE1250| KE1213 TECUMSAH KANSAS L AND P N STK       APPROX.25.6 KM 1105820.2 |
 KE1250| KE1214 TECUMSAH KANSAS L AND P S STK       APPROX.25.7 KM 1110058.9 |
 KE1250| KE1224 TOPEKA J MORREL PACKING CO STK      APPROX.17.6 KM 1183542.4 |
 KE1250| KE1221 TOPEKA SANTA FE RR SHOPS STACK      APPROX.18.4 KM 1184427.8 |
 KE1250| KE1223 TOPEKA KANS PWR AND LT STACK        APPROX.17.5 KM 1231245.1 |
 KE1250| KE1231 TOPEKA STATE ASYLUM BRICK STK       APPROX.14.0 KM 1235422.8 |
 KE1250| KE1226 TOPEKA STATE CAPITOL DOME           APPROX.17.5 KM 1240703.7 |
 KE1250| KE1227 TOPEKA CHRIST HOSPITAL STK          APPROX.15.9 KM 1255709.4 |
 KE1250| KE1252 TOPEKA SECURITY ASSN FLAGPOLE       APPROX.11.2 KM 1371909.6 |
 KE1250| KE1253 TOPEKA SEC BENEFIT PWRHSE STK       APPROX.11.5 KM 1383635.0 |
 KE1250| CL7127 HULS AZ MK                                         1625616.5 |
 KE1250| CL7129 HULS RM 2                            48.980 METERS 26756     |
 KE1250| KF1015 ST MARYS CATHOLIC COLLEGE TANK      APPROX.19.3 KM 2884308.8 |
 KE1250| KF1016 ST MARYS MUNICIPAL TANK             APPROX.20.3 KM 2900348.7 |
 KE1250|---------------------------------------------------------------------|
 KE1250
 KE1250                          SUPERSEDED SURVEY CONTROL
 KE1250
 KE1250  NAD 83(1986)-  39 08 12.63031(N)    095 50 44.58054(W) AD(       ) 1
 KE1250  NAD 27      -  39 08 12.63600(N)    095 50 43.63000(W) AD(       ) 1
 KE1250
 KE1250.Superseded values are not recommended for survey control.
 KE1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1250.See file dsdata.txt to determine how the superseded data were derived.
 KE1250
 KE1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD5403935819(NAD 83)
 KE1250_MARKER: DS = TRIANGULATION STATION DISK
 KE1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1250_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1250
 KE1250  HISTORY     - Date     Condition        Report By
 KE1250  HISTORY     - 1934     MONUMENTED       CGS
 KE1250  HISTORY     - 1951     GOOD             CGS
 KE1250
 KE1250                          STATION DESCRIPTION
 KE1250
 KE1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KE1250'STATION IS LOCATED 2.85 MILES NORTH AND EAST OF SILVER LAKE, A TOWN
 KE1250'ON U.S. HIGHWAY 40, IN NORTHWEST QUARTER OF SEC. 34, T. 10 S.,
 KE1250'R. 14 E., ON THE HIGHEST HILL IN THE VICINITY WHICH HAS A SMALL
 KE1250'WHITE HOUSE AND BARN ON THE PROPERTY.  MARK IS SET IN AN EAST-WEST
 KE1250'FENCE LINE WHICH DIVIDES THE DOORYARD FROM A CULTIVATED FIELD.
 KE1250'
 KE1250'REACHED FROM SILVER LAKE BY GOING EAST ON DIRT ROAD PAST POST OFFICE
 KE1250'0.3 MILE, THENCE NORTH ACROSS RAILROAD TRACKS 1.7 MILES, THENCE
 KE1250'EAST 0.2 MILE, THENCE NORTH 0.45 MILE TO LANE, THENCE EAST 0.2
 KE1250'MILE TO WHITE HOUSE AND STATION.
 KE1250'
 KE1250'REFERENCE MARK NO. 1 IS 65.510 METERS (214.93 FEET) NORTH OF
 KE1250'STATION SET IN FENCE CORNER OF BARNYARD ABOUT 50 FEET WEST OF
 KE1250'BARN.
 KE1250'
 KE1250'REFERENCE MARK NO. 2 IS 48.980 METERS (160.70 FEET) WEST OF
 KE1250'STATION, 3 FEET SOUTH OF EAST-WEST FENCE LINE, 12 FEET SOUTH OF
 KE1250'CENTERLINE OF DIRT ROAD LEADING TO STATION.
 KE1250'
 KE1250'AZIMUTH MARK IS 0.7 MILE AIRLINE SOUTH-SOUTHWEST OF STATION.
 KE1250'REACHED FROM STATION BY GOING WEST 0.2 MILE TO MAIN ROAD, THENCE
 KE1250'SOUTH 0.5 MILE TO CURVE IN ROAD AND DIRT ROAD ON EAST, THENCE EAST
 KE1250'0.4 MILE TO MARK ON NORTH SIDE OF ROAD, 8 FEET WEST OF WEST GATE
 KE1250'POST, 29 FEET NORTH OF CENTERLINE OF ROAD AND 2.5 FEET NORTH OF
 KE1250'FENCE LINE.
 KE1250'
 KE1250'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1250'BRONZE DISKS SET IN CONCRETE.
 KE1250'
 KE1250'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KE1250
 KE1250                          STATION RECOVERY (1951)
 KE1250
 KE1250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLP)
 KE1250'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KE1250'GOOD CONDITION.  SOME ADDITONAL REFERENCE MEASUREMENTS WERE MADE.
 KE1250'A NEW COMPLETE DESCRIPTION FOLLOWS-
 KE1250'
 KE1250'STATION IS LOCATED ABOUT 12 MILES NW OF TOPEKA AND 2-1/2 MILES NNE
 KE1250'OF SILVER LAKE, ON THE HIGHEST HILL IN THE VICINITY, IN THE NW 1/4
 KE1250'SEC. 34, T. 10 S., R. 14 E., 67 FEET S OF THE SE CORNER OF F.F.
 KE1250'HUNTSMANS FARMHOUSE, 50 FEET W OF A T-FENCE INTERSECTION,
 KE1250'5 FEET E OF A POWER POLE, AND 1 FOOT N OF FENCE.  MARK IS 1 INCH
 KE1250'BELOW THE SURFACE OF THE GROUND AND IS STAMPED HULS 1934.
 KE1250'
 KE1250'R.M. 1 IS NNE OF THE STATION AND 21 FEET W OF THE NW CORNER OF THE
 KE1250'BARN.  THE MARK PROJECTS 6 INCHES AND IS STAMPED HULS NO 1 1934.
 KE1250'
 KE1250'R.M. 2 IS W OF THE STATION, 22 FEET W OF A T-FENCE INTERSECTION,
 KE1250'12 FEET S OF THE CENTER OF DIRT ROAD, AND 3 FEET S OF FENCE.  MARK
 KE1250'IS FLUSH WITH THE GROUND AND IS STAMPED HULS NO 2 1934.
 KE1250'
 KE1250'AZIMUTH MARK IS SSE OF THE STATION, 90 FEET W OF A GROUP OF 4
 KE1250'TREES, AND 25 FEET N OF THE CENTER OF GRAVEL ROAD AT THE TOP OF
 KE1250'GRADE.  MARK PROJECTS 2 INCHES AND IS STAMPED HULS 1934.
 KE1250'
 KE1250'STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KE1250'DISKS SET IN CONCRETE.
 KE1250'
 KE1250'TO REACH THE STATION FROM THE POST OFFICE IN SILVER LAKE, GO E FOR
 KE1250'0.3 MILE TO ROAD LEFT.  TURN LEFT ACROSS TRACKS AND GO N ON GRAVEL
 KE1250'ROAD FOR 1.7 MILES.  THEN TURN RIGHT AND GO E FOR 0.2 MILE TO
 KE1250'T-ROAD LEFT.  (FROM THIS POINT, CONTINUE STRAIGHT AHEAD FOR 0.4
 KE1250'MILE TO THE AZIMUTH MARK ON THE LEFT.) TURN LEFT AND GO N ON THE
 KE1250'THE MAIN GRAVELLED ROAD FOR 0.5 MILE TO A LANE ON THE RIGHT.
 KE1250'TURN RIGHT INTO LANE AND GO E FOR 0.2 MILE TO MR. HUNTSMANS
 KE1250'FARM BUILDINGS AND THE STATION.
 KE1250'
 KE1250'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0707 ***********************************************************************
 HE0707  DESIGNATION -  HUMBOLDT
 HE0707  PID         -  HE0707
 HE0707  STATE/COUNTY-  KS/ALLEN
 HE0707  USGS QUAD   -  HUMBOLDT (1984)
 HE0707
 HE0707                         *CURRENT SURVEY CONTROL
 HE0707  ___________________________________________________________________
 HE0707* NAD 83(1997)-  37 51 40.87356(N)    095 26 13.53136(W)     ADJUSTED  
 HE0707* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 HE0707  ___________________________________________________________________
 HE0707  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 HE0707  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HE0707
 HE0707  HORZ ORDER  -  THIRD
 HE0707
 HE0707.The horizontal coordinates were established by classical geodetic methods
 HE0707.and adjusted by the National Geodetic Survey in October 1998..
 HE0707
 HE0707.The orthometric height was scaled from a topographic map.
 HE0707
 HE0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0707
 HE0707.The geoid height was determined by GEOID03.
 HE0707
 HE0707;                    North         East     Units Scale Factor Converg.
 HE0707;SPC KS S     -   537,018.436   669,462.826   MT  0.99993640   +1 52 56.1
 HE0707;UTM  15      - 4,193,231.499   285,611.519   MT  1.00016614   -1 29 46.8
 HE0707
 HE0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0707!SPC KS S     -   0.99995637  x   0.99993640  =   0.99989277
 HE0707!UTM  15      -   0.99995637  x   1.00016614  =   1.00012250
 HE0707
 HE0707|---------------------------------------------------------------------|
 HE0707| PID    Reference Object                     Distance      Geod. Az  |
 HE0707|                                                           dddmmss.s |
 HE0707| CL4539 HUMBOLDT RM 1                        12.101 METERS 02205     |
 HE0707| HE0706 HUMBOLDT MUNICIPAL TANK             APPROX. 5.6 KM 1784425.7 |
 HE0707| CL4538 HUMBOLDT AZ MK                                     1785316.5 |
 HE0707| CL4540 HUMBOLDT RM 2                         5.008 METERS 26438     |
 HE0707|---------------------------------------------------------------------|
 HE0707
 HE0707                          SUPERSEDED SURVEY CONTROL
 HE0707
 HE0707  NAD 83(1997)-  37 51 40.87827(N)    095 26 13.53085(W) AD(       ) 3
 HE0707  NAD 83(1986)-  37 51 40.87866(N)    095 26 13.52150(W) AD(       ) 3
 HE0707  NAD 27      -  37 51 40.73600(N)    095 26 12.57700(W) AD(       ) 3
 HE0707
 HE0707.Superseded values are not recommended for survey control.
 HE0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0707.See file dsdata.txt to determine how the superseded data were derived.
 HE0707
 HE0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8561293231(NAD 83)
 HE0707_MARKER: DD = SURVEY DISK
 HE0707_SETTING: 66 = SET IN ROCK OUTCROP
 HE0707
 HE0707  HISTORY     - Date     Condition        Report By
 HE0707  HISTORY     - 1948     MONUMENTED       CGS
 HE0707
 HE0707                          STATION DESCRIPTION
 HE0707
 HE0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0707'THE STATION IS LOCATED 4 MILES SOUTHWEST OF IOLA, 3.4 MILES
 HE0707'NORTH OF HUMBOLDT, 60 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 HE0707'59 AND 169, 16.5 FEET SOUTH OF A FARM ROAD AND 47 FEET WEST
 HE0707'OF A TELEPHONE POLE.  THE DISK IS STAMPED HUMBOLDT 1948 AND SET
 HE0707'IN BED ROCK 12 INCHES BELOW THE SURFACE OF THE GROUND.
 HE0707'
 HE0707'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTER OF A
 HE0707'FARM ROAD AND 41.8 FEET WEST OF THE CENTER OF U.S. HIGHWAY 59
 HE0707'AND 169.  THE DISK IS STAMPED HUMBOLDT NO 1 1948 AND SET FLUSH
 HE0707'WITH THE SURFACE OF THE GROUND.
 HE0707'
 HE0707'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE CENTER OF A
 HE0707'FARM ROAD, 11 FEET SOUTH OF A FENCE AND 76 FEET WEST OF THE
 HE0707'CENTER OF U.S. HIGHWAY 59 AND 169.  THE DISK IS STAMPED
 HE0707'HUMBOLDT NO 2 1948 AND SET FLUSH WITH THE SURFACE OF THE
 HE0707'GROUND.
 HE0707'
 HE0707'THE AZIMUTH MARK IS 1.0 MILE SOUTH OF THE STATION, 24 FEET
 HE0707'EAST OF THE CENTER OF THE U.S. HIGHWAY 59 AND 169, 1 FOOT
 HE0707'WEST OF A FENCE, 2 FEET NORTH OF A POWER LINE POLE AND 1.5
 HE0707'FEET NORTH OF A WITNESS POST.  THE DISK IS STAMPED HUMBOLDT
 HE0707'1948 AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 HE0707'
 HE0707'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE TOWN SQUARE
 HE0707'IN THE TOWN OF HUMBOLDT, GO NORTH ON U.S. HIGHWAY 59 AND
 HE0707'169 FOR 3.4 MILES TO WHERE A FARM ROAD ANGLES OFF THE HIGHWAY
 HE0707'TO THE NORTHWEST AND THE STATION ON THE LEFT AS DESCRIBED.  THE
 HE0707'AZIMUTH MARK IS REACHED IN ROUTE TO THE STATION, IT IS 2.4 MILES
 HE0707'FROM THE TOWN SQUARE AND ON THE RIGHT SIDE OF THE HIGHWAY AS
 HE0707'DESCRIBED.
 HE0707'
 HE0707'A 74 FOOT SIGNAL AT BARNHART 1934 IS VISIBLE AT 4 FEET.
 HE0707'
 HE0707'AN 87 FOOT SIGNAL AT IOLA 1934 IS VISIBLE AT 4 FEET.
 HE0707'
 HE0707'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1082 ***********************************************************************
 KF1082  DESIGNATION -  HUMBOLDT
 KF1082  PID         -  KF1082
 KF1082  STATE/COUNTY-  KS/GEARY
 KF1082  USGS QUAD   -  OGDEN (1982)
 KF1082
 KF1082                         *CURRENT SURVEY CONTROL
 KF1082  ___________________________________________________________________
 KF1082* NAD 83(1997)-  39 01 22.81895(N)    096 38 06.65247(W)     ADJUSTED  
 KF1082* NAVD 88     -       430.8    (meters)    1413.     (feet)  VERTCON   
 KF1082  ___________________________________________________________________
 KF1082  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 KF1082  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 KF1082
 KF1082  HORZ ORDER  -  FIRST
 KF1082
 KF1082.The horizontal coordinates were established by classical geodetic methods
 KF1082.and adjusted by the National Geodetic Survey in October 1998..
 KF1082
 KF1082.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1082
 KF1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1082
 KF1082.The geoid height was determined by GEOID03.
 KF1082
 KF1082;                    North         East     Units Scale Factor Converg.
 KF1082;SPC KS N     -    77,451.600   518,182.400   MT  0.99996471   +0 51 48.7
 KF1082;UTM  14      - 4,321,990.410   704,719.645   MT  1.00011608   +1 29 22.1
 KF1082
 KF1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1082!SPC KS N     -   0.99993709  x   0.99996471  =   0.99990181
 KF1082!UTM  14      -   0.99993709  x   1.00011608  =   1.00005317
 KF1082
 KF1082:                Primary Azimuth Mark                     Grid Az
 KF1082:SPC KS N     -  MANHATTAN MUNICIPAL TANK                 010 26 51.4
 KF1082:UTM  14      -  MANHATTAN MUNICIPAL TANK                 009 49 18.0
 KF1082
 KF1082|---------------------------------------------------------------------|
 KF1082| PID    Reference Object                     Distance      Geod. Az  |
 KF1082|                                                           dddmmss.s |
 KF1082| KF1059 MANHATTAN MUNICIPAL TANK            APPROX.17.6 KM 0111840.1 |
 KF1082| KF1038 MANHATTAN M W PIPE MICROWAVE        APPROX.12.5 KM 0865711.7 |
 KF1082| CL7131 HUMBOLDT RM 1                       167.351 METERS 09013     |
 KF1082| CL7132 HUMBOLDT RM 2                       181.366 METERS 12835     |
 KF1082| CL7130 HUMBOLDT AZ MK                                     1634110.2 |
 KF1082| KF1081 B 10 12 7 E                         APPROX. 0.6 KM 1705643.1 |
 KF1082| KF1102 FORT RILEY MARSHALL AIRFIELD BEACON APPROX.10.7 KM 2860426.6 |
 KF1082| KF1109 FORT RILEY MARSHALL AIRFIELD BEACON APPROX.10.7 KM 2860618.1 |
 KF1082|---------------------------------------------------------------------|
 KF1082
 KF1082                          SUPERSEDED SURVEY CONTROL
 KF1082
 KF1082  NAD 83(1986)-  39 01 22.82473(N)    096 38 06.65061(W) AD(       ) 1
 KF1082  NAD 27      -  39 01 22.82900(N)    096 38 05.63500(W) AD(       ) 1
 KF1082  NGVD 29 (07/19/86)  430.7    (m)         1413.     (f) VERT ANG       
 KF1082
 KF1082.Superseded values are not recommended for survey control.
 KF1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1082.See file dsdata.txt to determine how the superseded data were derived.
 KF1082
 KF1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0472021990(NAD 83)
 KF1082_MARKER: DS = TRIANGULATION STATION DISK
 KF1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1082
 KF1082  HISTORY     - Date     Condition        Report By
 KF1082  HISTORY     - 1889     MONUMENTED       CGS
 KF1082  HISTORY     - 1934     GOOD             KSGS
 KF1082  HISTORY     - 1934     GOOD             CGS
 KF1082  HISTORY     - 1947     GOOD             CGS
 KF1082  HISTORY     - 1970     GOOD             NGS
 KF1082
 KF1082                          STATION DESCRIPTION
 KF1082
 KF1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1889 (FDG)
 KF1082'ABOUT 14 MILES EAST OF JUNCTION CITY AND 35 MILES SOUTH OF
 KF1082'WESTGATE POST OFFICE, ON THE DIVIDING RIDGE BETWEEN HUMBOLDT
 KF1082'AND MCDOWELL CREEKS, AND ABOUT 200 FEET NORTH AND 880 FEET WEST
 KF1082'OF THE SOUTHEAST CORNER OF THE NE 1/4 SEC. 10, T. 12 S., R.
 KF1082'7 E., WINFIELD TOWNSHIP.  THE RIDGE RUNS IN A NORTHWESTERLY
 KF1082'AND SOUTHEASTERLY DIRECTION, VARYING IN WIDTH FROM 1,500
 KF1082'FEET TO 1 MILE, AND FALLS OFF MORE ABRUPTLY ON ITS EASTERN
 KF1082'THAN ON ITS WESTERN BORDER.  THE STATION IS ON THE HIGHEST
 KF1082'POINT OF THE RIDGE, NEAR ITS NORTH-EASTERN BORDER, IN PASTURE
 KF1082'LAND THAT HAS NEVER BEEN UNDER CULTIVATION.  THE UNDERGROUND
 KF1082'MARK IS A STANDARD BRONZE STATION TABLET IN A BLOCK OF
 KF1082'CONCRETE 30 INCHES BELOW THE SURFACE.  THE STATION MARK IS A
 KF1082'STANDARD BRONZE TABLET IN CONCRETE.  REFERENCE MARK NO. 1,
 KF1082'A STANDARD BRONZE TABLET IN A SOLID OUTCROP OF ROCK, IS 167
 KF1082'METERS (549 FEET) N. 79 DEG E. (MAGNETIC) FROM THE
 KF1082'STATION.  REFERENCE MARK NO. 2, SIMILAR TO NO. 1, IS
 KF1082'IN THE SOLID ROCK OUTCROP, 181.42 METERS (595.2 FEET) S. 20
 KF1082'DEG E. (MAGNETIC) FROM THE STATION.  STONE WITNESS POSTS,
 KF1082'WITH DIAGONAL GROOVES TERMINATING IN ARROWHEADS POINTING TO
 KF1082'THE STATION, ARE IN THE MERIDIAN, ABOUT 8 FEET NORTH AND
 KF1082'SOUTH OF THE STATION.  THE FOLLOWING DISTANCES AND
 KF1082'BEARINGS ARE FROM THE STATION- SOUTHWEST CORNER
 KF1082'SECTION 10, 1,598 METERS (5,242 FEET), S 57 DEG 07 MIN W,
 KF1082'QUARTER-SECTION STONE, 1,343 METERS (4,406 FEET), S 87 DEG 09 MIN W,
 KF1082'CLUMP OF TREES AT W. ROPERS HOUSE, 1-1/2 MILES,
 KF1082'N 70 DEG 05 MIN W, STONE PILE ON CONE-SHAPED HILL NEAR OGDEN,
 KF1082'N 21 DEG 57 MIN W, HILL AT END OF RANGE TO NORTHEAST, ABOUT 8
 KF1082'MILES, N 16 DEG E, HILL EAST OF STATION, ABOUT 2-1/2 MILES,
 KF1082'N 83 DEG 25 MIN W.  THREE TRUCK LOADS OF ROCK WERE PLACED
 KF1082'AROUND THE STATION MARK.
 KF1082
 KF1082                          STATION RECOVERY (1934)
 KF1082
 KF1082'RECOVERY NOTE BY KANSAS GEODETIC SURVEY 1934
 KF1082'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KF1082'STATION IS ABOUT 35 MILES SOUTH OF WESTGATE POST OFFICE, 14
 KF1082'MILES EAST OF JUNCTION CITY, 200 FEET NORTH AND 880 FEET WEST OF
 KF1082'THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SEC. 10,
 KF1082'T. 12 S., R. 7 E., WINFIELD TOWNSHIP, ABOUT 1/2 MILE NORTH
 KF1082'OF A POWER LINE, ON LAND FORMERLY BELONGING TO THE UNION PACIFIC
 KF1082'RAILROAD BUT NOW OWNED BY E.A. CHASE, ON THE HIGHEST POINT
 KF1082'OF THE DIVIDING RIDGE BETWEEN HUMBOLDT AND MCDOWELL CREEK.
 KF1082'THE RIDGE RUNS IN A NORTHWESTERLY AND SOUTHEASTERLY
 KF1082'DIRECTION, VARYING IN WIDTH FROM 1500 FEET TO 1 MILE, AND
 KF1082'FALLS OFF MORE ABRUPTLY ON ITS EASTERN THAN ON ITS WESTERN
 KF1082'BORDER.  THE STATION IS NEAR THE NORTHEASTERN BORDER OF
 KF1082'THE RIDGE.  THE DISTANCES AND BEARINGS TO CERTAIN POINTS
 KF1082'ARE- TO SOUTHWEST CORNER OF SEC. 10, S DEG 07 MIN W, 5242 FEET,
 KF1082'TO QUARTER SECTION STONE, S 87 DEG 09 MIN W, 4406 FEET, TO
 KF1082'CLUMP OF TREES AT W.  ROPERS HOUSE, N 70 DEG 05 MIN W,
 KF1082'ABOUT 1-1/2 MILES, STONE PILE ON CONE-SHAPED HILL NEAR
 KF1082'OGDEN, N 21 DEG 57 MIN W, TO HILL AT END OF RANGE TO
 KF1082'NORTHEAST, N 16 DEG E, ABOUT 8 MILES, TO HILL EAST OF
 KF1082'STATION, N 83 DEG 25 MIN W, ABOUT 2.5 MILES.
 KF1082'
 KF1082'THE UNDERGROUND, STATION, AND WITNESS MARKS ARE DESCRIBED.
 KF1082
 KF1082                          STATION RECOVERY (1934)
 KF1082
 KF1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KF1082'ORIGINAL DESCRIPTION CORRECT.  AN ADDITIONAL REFERENCE MAY BE
 KF1082'USED AS THIS STATION IS 0.6 MILE NORTH OF AN ELECTRIC
 KF1082'TRANSMISSION LINE.
 KF1082
 KF1082                          STATION RECOVERY (1947)
 KF1082
 KF1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1082'THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED
 KF1082'AND FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 KF1082'
 KF1082'THE STATION IS LOCATED ABOUT 11 MILES EAST OF JUNCTION CITY AND
 KF1082'ABOUT 12 MILES SOUTH-SOUTHWEST OF MANHATTAN.  IT IS ON THE DIVIDING
 KF1082'RIDGE BETWEEN HUMBOLDT AND MCDOWELL CREEKS AND ABOUT 200 FEET
 KF1082'NORTH AND 880 FEET WEST OF THE SOUTHEAST CORNER OF THE NE 1/4
 KF1082'SEC. 10, T. 12 S., R. 7 E., THE RIDGE IS LYING IN A NORTHWESTERLY
 KF1082'AND SOUTHEASTERLY DIRECTION AND THE STATION IS 540 FEET WEST
 KF1082'OF THE EAST RIM OF THE RIDGE.  THE STATION
 KF1082'PROJECTS 5 INCHES AND IS STAMPED HUMBOLT 1889.
 KF1082'
 KF1082'REFERENCE MARK NO. 1 IS ON THE EAST RIM OF THE RIDGE.  IT IS
 KF1082'A STANDARD USC AND GS REFERENCE MARK DISK CEMENTED IN A DRILL
 KF1082'HOLE IN A SOLID OUTCROP OF ROCK THAT IS FLUSH WITH THE GROUND.
 KF1082'IT IS STAMPED HUMBOLT 1889.
 KF1082'
 KF1082'REFERENCE MARK NO. 2 IS ON THE EAST RIM OF THE RIDGE.  IT IS
 KF1082'A STANDARD USC AND GS REFERENCE MARK DISK CEMENTED IN A DRILL
 KF1082'HOLE IN A SOLID OUTCROP OF ROCK THAT IS FLUSH WITH THE GROUND.
 KF1082'IT IS STAMPED HUMBOLT 1889.
 KF1082'
 KF1082'USC AND GS AND STATE SURVEY STATION (AZIMUTH MARK) IS A
 KF1082'BRONZE TABLET SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 KF1082'POST THAT PROJECTS 5 INCHES.  IT IS 0.25 MILE NORTH OF A
 KF1082'POWER LINE AND 25 FEET EAST OF THE CENTER OF A TRACK ROAD.
 KF1082'IT IS STAMPED B 10 12 7 E.
 KF1082'
 KF1082'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 KF1082'40 AND STATE HIGHWAY NO. 57 IN JUNCTION CITY, GO EAST ON
 KF1082'STATE HIGHWAY NO. 57 FOR 2.7 MILES TO A FORK, TAKE LEFT
 KF1082'FORK AND GO 2.4 MILES TO A FORK, KEEP RIGHT FORK (STRAIGHT
 KF1082'AHEAD) AND GO 0.4 MILE, TAKE LEFT FORK AND GO 0.7 MILE TO A
 KF1082'BRIDGE OVER A CREEK, CONTINUE STRAIGHT AHEAD FOR 1.25 MILES
 KF1082'TO A ROAD JUNCTION AND A SIGN ALMA, TAKE LEFT FORK AND GO
 KF1082'5.6 MILES TO A T ROAD SOUTH JUST AFTER CROSSING UNDERGROUND
 KF1082'TELEPHONE CABLE, TURN RIGHT, SOUTH, AND GO 2.3 MILES TO A
 KF1082'POWER LINE CROSSING ROAD, CONTINUE 0.25 MILE TO A T
 KF1082'JUNCTION, TURN RIGHT WEST AND GO 1.7 MILES TO THE TOP OF A
 KF1082'RIDGE AND OPEN ROAD SOUTH AND FOUR GATES, TURN RIGHT
 KF1082'THROUGH THE NORTHWEST GATE AND GO NORTH ACROSS
 KF1082'PASTURE LAND ON TRACK ROAD FOR 1.1 MILES TO THE STATION
 KF1082'AS DESCRIBED.
 KF1082'
 KF1082'A 74 FOOT SIGNAL AT PLEASANT IS VISIBLE AT 4 FEET.
 KF1082'
 KF1082'A 74 FOOT SIGNAL AT MAGIC IS VISIBLE AT 4 FEET.
 KF1082'
 KF1082'A 74 FOOT SIGNAL AT ERRICSSEN 1889 IS VISIBLE AT 4 FEET.
 KF1082'
 KF1082'A 47 FOOT SIGNAL AT DAVIS IS VISIBLE AT 4 FEET.
 KF1082'
 KF1082'A 47 FOOT SIGNAL AT ZEAN DALE 1888 IS VISIBLE AT 4 FEET.
 KF1082
 KF1082                          STATION RECOVERY (1970)
 KF1082
 KF1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1082'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 KF1082'IN GOOD CONDITION.  DUE TO ROUTE CHANGES AND THE ESTABLISHMENT
 KF1082'OF AN AZIMUTH MARK, FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KF1082'
 KF1082'STATION IS LOCATED ABOUT 12.0 MILES EAST OF JUNCTION CITY, 11
 KF1082'1/2 MILES SOUTH AND 2.0 MILES WEST OF MANHATTAN, 3.0 MILES
 KF1082'SOUTH OF INTERSTATE HIGHWAY 70, IN THE NORTHEAST QUARTER OF
 KF1082'SECTION 10, T 12 S, R 7 E AND ON THE PROPERTY OF THE SIMPSON
 KF1082'RANCH.  MR. GEORGE JURY IS THE OVERSEER OF THE PROPERTY AND
 KF1082'HE LIVES IN JUNCTION CITY, TELEPHONE NO. 913-238-6436.
 KF1082'
 KF1082'TO REACH FROM THE MCDOWELL CREEK ROAD EXIT AND INTERSTATE
 KF1082'HIGHWAY 70, WHICH IS ABOUT 12.0 MILES EAST OF JUNCTION CITY,
 KF1082'GO SOUTHERLY ON MCDOWELL CREEK ROAD FOR 2.1 MILES TO A REVERSE
 KF1082'FORK ON THE RIGHT, CONTINUE SOUTH ON THE PAVED ROAD FOR
 KF1082'0.8 MILE TO A PAVED SIDE ROAD RIGHT, TURN RIGHT AND CONTINUE
 KF1082'SOUTHERLY ON THE PAVED ROAD FOR 2.5 MILES TO A CROSSROAD, TURN
 KF1082'RIGHT AND GO WEST ON A GRAVEL ROAD FOR 1.6 MILES TO A LARGE,
 KF1082'WOODEN CORRAL ON THE LEFT AND A WIRE GATE ON THE RIGHT, TURN
 KF1082'RIGHT, PASSING THROUGH THE EAST ONE OF TWO GATES AND FOLLOW
 KF1082'A PASTURE ROAD NORTH ALONG THE EAST SIDE OF A NORTH-SOUTH
 KF1082'FENCE FOR 0.3 MILE TO A GATE IN A FENCE CORNER, PASS
 KF1082'THROUGH THE GATE AND CONTINUE NORTH ON THE ROAD, PASSING TO
 KF1082'THE RIGHT OF A POWER TRANSFORMER STATION, TO A FORK FOR 0.2
 KF1082'MILE.  CONTINUE NORTHERLY FOR ABOUT 0.05 MILE TO A
 KF1082'LARGE, CONCRETE WATER TANK AND THE AZIMUTH MARK.  BEAR LEFT AND
 KF1082'FOLLOW TRACK ROAD NORTHERLY FOR 0.2 MILE TO A GATE IN A
 KF1082'FENCE CORNER, PASS THROUGH THE GATE AND CONTINUE NORTHERLY ON
 KF1082'TRACK ROAD FOR 0.2 MILE TO A DIM FORK, KEEP THE RIGHT
 KF1082'FORK AND GO NORTHERLY FOR 0.05 MILE TO THE STATION ON THE
 KF1082'LEFT.
 KF1082'
 KF1082'STATION MARK IS A STANDARD DISK, STAMPED HUMBOLDT 1889, SET
 KF1082'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KF1082'ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 153.0 FEET
 KF1082'EAST OF THE CENTER OF A TRACK ROAD, 55.0 FEET WEST OF THE CENTER
 KF1082'OF A TRACK ROAD AND IN THE CENTER OF A GROUP OF LARGE BOULDERS.
 KF1082'
 KF1082'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HUMBOLDT 1889,
 KF1082'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 KF1082'APPROXIMATELY 10 FEET SQUARE AND IS FLUSH ON THE NORTH SIDE
 KF1082'AND PROJECTS ABOUT 4 INCHES ON THE EAST AND SOUTH SIDE.
 KF1082'
 KF1082'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HUMBOLDT 1889,
 KF1082'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS
 KF1082'ABOUT 4.0 FEET SQUARE WHICH IS FLUSH ON THE WEST SIDE AND
 KF1082'PROJECTS ABOUT 6 INCHES ON THE EAST SIDE.
 KF1082'
 KF1082'AZIMUTH MARK IS A STANDARD DISK, STAMPED HUMBOLDT 1889 1970,
 KF1082'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A LARGE
 KF1082'CONCRETE WATER TROUGH.  IT IS 106.0 FEET SOUTH OF THE WEST
 KF1082'ONE OF TWO POWER POLES AND 75.0 FEET WEST OF THE CENTER OF
 KF1082'A TRACK ROAD.
 KF1082'
 KF1082'THE WATER TROUGH IS 16.0 FEET BY 15.3 FEET AND IS ABOUT 3.0
 KF1082'FEET HIGH.
 KF1082'
 KF1082'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 KF1082'
 KF1082'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 12.0 MILES
 KF1082'EAST OF JUNCTION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0706 ***********************************************************************
 HE0706  DESIGNATION -  HUMBOLDT MUNICIPAL TANK
 HE0706  PID         -  HE0706
 HE0706  STATE/COUNTY-  KS/ALLEN
 HE0706  USGS QUAD   -  HUMBOLDT (1984)
 HE0706
 HE0706                         *CURRENT SURVEY CONTROL
 HE0706  ___________________________________________________________________
 HE0706* NAD 83(1997)-  37 48 39.75015(N)    095 26 08.51185(W)     ADJUSTED  
 HE0706* NAVD 88     -                                                        
 HE0706  ___________________________________________________________________
 HE0706  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 HE0706  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HE0706
 HE0706  HORZ ORDER  -  THIRD
 HE0706
 HE0706.The horizontal coordinates were established by classical geodetic methods
 HE0706.and adjusted by the National Geodetic Survey in October 1998..
 HE0706
 HE0706
 HE0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0706
 HE0706.The geoid height was determined by GEOID03.
 HE0706
 HE0706;                    North         East     Units Scale Factor Converg.
 HE0706;SPC KS S     -   531,441.529   669,768.939   MT  0.99993764   +1 52 59.2
 HE0706;UTM  15      - 4,187,644.964   285,588.511   MT  1.00016627   -1 29 37.7
 HE0706
 HE0706                          SUPERSEDED SURVEY CONTROL
 HE0706
 HE0706  NAD 83(1997)-  37 48 39.75433(N)    095 26 08.51130(W) AD(       ) 4
 HE0706  NAD 83(1986)-  37 48 39.75666(N)    095 26 08.50113(W) AD(       ) 4
 HE0706  NAD 27      -  37 48 39.61900(N)    095 26 07.56300(W) AD(       ) 3
 HE0706
 HE0706.Superseded values are not recommended for survey control.
 HE0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0706.See file dsdata.txt to determine how the superseded data were derived.
 HE0706
 HE0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8558987645(NAD 83)
 HE0706_MARKER: 53 = ELEVATED TANK
 HE0706
 HE0706  HISTORY     - Date     Condition        Report By
 HE0706  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0706  HISTORY     - 1948     GOOD             CGS
 HE0706  HISTORY     - 20060920 GOOD             GEOCAC
 HE0706
 HE0706                          STATION DESCRIPTION
 HE0706
 HE0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0706'LOCATED AT THE NORTHEAST CORNER OF THE TOWN SQUARE IN THE
 HE0706'SOUTHWEST ANGLE OF BRIDGE AND NINTH STREETS.  IT IS 60 FEET
 HE0706'SOUTH OF BRIDGE STREET AND 60 FEET WEST OF NINTH STREET.
 HE0706'
 HE0706'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED BLACK AND SUPPORTING
 HE0706'A TANK PAINTED SILVER.  THE HEIGHT IS ABOUT 125 FEET AND THE
 HE0706'POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
 HE0706'
 HE0706'PROBABLY THE SAME STATION AS HUMBOLDT, MUNICIPAL WATER TANK, 1934.
 HE0706
 HE0706                          STATION RECOVERY (2006)
 HE0706
 HE0706'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 HE0706'THE TANK IS NOW PAINTED BIEGE AND HAS THE HUMBOLDT IN BLACK LETTERS ON
 HE0706'THE SOUTH SIDE OF THE TANK.
 HE0706' 
 HE0706' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1337 ***********************************************************************
 HF1337  DESIGNATION -  HUNNEWELL GOLDEN RULE N ELEV
 HF1337  PID         -  HF1337
 HF1337  STATE/COUNTY-  KS/SUMNER
 HF1337  USGS QUAD   -  SOUTH HAVEN (1965)
 HF1337
 HF1337                         *CURRENT SURVEY CONTROL
 HF1337  ___________________________________________________________________
 HF1337* NAD 83(1997)-  37 00 20.49014(N)    097 24 35.91230(W)     ADJUSTED  
 HF1337* NAVD 88     -                                                        
 HF1337  ___________________________________________________________________
 HF1337  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HF1337  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF1337
 HF1337  HORZ ORDER  -  THIRD
 HF1337
 HF1337.The horizontal coordinates were established by classical geodetic methods
 HF1337.and adjusted by the National Geodetic Survey in October 1998..
 HF1337
 HF1337
 HF1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1337
 HF1337.The geoid height was determined by GEOID03.
 HF1337
 HF1337;                    North         East     Units Scale Factor Converg.
 HF1337;SPC KS S     -   438,194.594   497,021.418   MT  1.00006154   +0 40 11.5
 HF1337;SPC OK N     -   222,709.361   652,517.566   MT  1.00005235   +0 20 53.5
 HF1337;SPC OK N     -   730,672.30  2,140,801.38   sFT  1.00005235   +0 20 53.5
 HF1337;UTM  14      - 4,096,685.438   641,468.618   MT  0.99984655   +0 57 25.9
 HF1337
 HF1337                          SUPERSEDED SURVEY CONTROL
 HF1337
 HF1337  NAD 83(1997)-  37 00 20.49209(N)    097 24 35.91104(W) AD(       ) 4
 HF1337  NAD 83(1986)-  37 00 20.49996(N)    097 24 35.90357(W) AD(       ) 4
 HF1337  NAD 27      -  37 00 20.40919(N)    097 24 34.73363(W) AD(       ) 3
 HF1337
 HF1337.Superseded values are not recommended for survey control.
 HF1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1337.See file dsdata.txt to determine how the superseded data were derived.
 HF1337
 HF1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPF4146996685(NAD 83)
 HF1337
 HF1337  HISTORY     - Date     Condition        Report By
 HF1337  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1337
 HF1337                          STATION DESCRIPTION
 HF1337
 HF1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1337'THE STATION IS THE CENTER OF THE HEADHOUSE OF THE NORTH
 HF1337'ONE OF TWO ELEVATORS.  IT IS LOCATED IN THE NORTHWEST EDGE
 HF1337'OF HUNNEWELL 0.5 MILE WEST OF U.S. HIGHWAY 177 AND 0.3 MILE
 HF1337'NORTH OF THE KANSAS-OKLAHOMA STATE LINE.  IT IS A CONCRETE
 HF1337'STRUCTURE, WHITE IN COLOR, AND 80 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0619 ***********************************************************************
 KG0619  DESIGNATION -  HUNTER
 KG0619  PID         -  KG0619
 KG0619  STATE/COUNTY-  KS/LINCOLN
 KG0619  USGS QUAD   -  HUNTER (1967)
 KG0619
 KG0619                         *CURRENT SURVEY CONTROL
 KG0619  ___________________________________________________________________
 KG0619* NAD 83(1997)-  39 12 19.15863(N)    098 24 33.34489(W)     ADJUSTED  
 KG0619* NAVD 88     -       501.     (meters)    1644.     (feet)  SCALED    
 KG0619  ___________________________________________________________________
 KG0619  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 KG0619  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 KG0619
 KG0619  HORZ ORDER  -  THIRD
 KG0619
 KG0619.The horizontal coordinates were established by classical geodetic methods
 KG0619.and adjusted by the National Geodetic Survey in October 1998..
 KG0619
 KG0619.The orthometric height was scaled from a topographic map.
 KG0619
 KG0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0619
 KG0619.The geoid height was determined by GEOID03.
 KG0619
 KG0619;                    North         East     Units Scale Factor Converg.
 KG0619;SPC KS N     -    96,880.413   364,651.391   MT  0.99995716   -0 15 32.2
 KG0619;UTM  14      - 4,339,727.978   551,005.014   MT  0.99963203   +0 22 24.3
 KG0619
 KG0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0619!SPC KS N     -   0.99992554  x   0.99995716  =   0.99988271
 KG0619!UTM  14      -   0.99992554  x   0.99963203  =   0.99955760
 KG0619
 KG0619:                Primary Azimuth Mark                     Grid Az
 KG0619:SPC KS N     -  HUNTER MUNICIPAL STANDPIPE               018 03 13.7
 KG0619:UTM  14      -  HUNTER MUNICIPAL STANDPIPE               017 25 17.2
 KG0619
 KG0619|---------------------------------------------------------------------|
 KG0619| PID    Reference Object                     Distance      Geod. Az  |
 KG0619|                                                           dddmmss.s |
 KG0619| KG0620 HUNTER MUNICIPAL STANDPIPE          APPROX. 3.8 KM 0174741.5 |
 KG0619| CN8820 HUNTER AZ MK                                       0913154.4 |
 KG0619| CN8821 HUNTER RM 1                          16.250 METERS 17312     |
 KG0619| CN8822 HUNTER RM 2                           9.210 METERS 26957     |
 KG0619|---------------------------------------------------------------------|
 KG0619
 KG0619                          SUPERSEDED SURVEY CONTROL
 KG0619
 KG0619  NAD 83(1986)-  39 12 19.16674(N)    098 24 33.34559(W) AD(       ) 3
 KG0619  NAD 27      -  39 12 19.13200(N)    098 24 32.12200(W) AD(       ) 3
 KG0619
 KG0619.Superseded values are not recommended for survey control.
 KG0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0619.See file dsdata.txt to determine how the superseded data were derived.
 KG0619
 KG0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ5100539728(NAD 83)
 KG0619_MARKER: DS = TRIANGULATION STATION DISK
 KG0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0619+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 KG0619
 KG0619  HISTORY     - Date     Condition        Report By
 KG0619  HISTORY     - 1950     MONUMENTED       CGS
 KG0619  HISTORY     - 1969     GOOD             CGS
 KG0619  HISTORY     - 20050518 GOOD             NRCS
 KG0619
 KG0619                          STATION DESCRIPTION
 KG0619
 KG0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0619'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH AND 0.75 MILE
 KG0619'WEST OF HUNTER AND ABOUT 3.0 MILES NORTH AND 2.75 MILES WEST
 KG0619'OF ASH GROVE IN THE SOUTH EDGE OF A CULTIVATED FIELD.  IT
 KG0619'IS SET IN AN EAST-WEST FENCE LINE, 26 FEET NORTH OF THE
 KG0619'CENTER OF A ROAD AND 5 FEET SOUTHWEST OF A WITNESS POST.
 KG0619'IT IS STAMPED HUNTER 1950 AND PROJECTS 5 INCHES.
 KG0619'
 KG0619'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE IN THE
 KG0619'NORTH EDGE OF A CULTIVATED FIELD, 27 FEET SOUTH OF THE CENTER
 KG0619'OF ROAD.  IT IS STAMPED HUNTER NO 1 1950 AND PROJECTS 3
 KG0619'INCHES.
 KG0619'
 KG0619'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE IN
 KG0619'THE SOUTH EDGE OF A CULTIVATED FIELD, 26 FEET NORTH OF THE
 KG0619'CENTER OF ROAD.  IT IS STAMPED HUNTER NO 2 1950 AND PROJECTS
 KG0619'3 INCHES.
 KG0619'
 KG0619'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 64.29
 KG0619'FEET.
 KG0619'
 KG0619'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET SOUTH
 KG0619'OF THE CENTER OF ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE
 KG0619'LINE AND 1 FOOT WEST OF A WITNESS POST.  IT IS STAMPED
 KG0619'HUNTER 1950 AND PROJECTS 5 INCHES.
 KG0619'
 KG0619'TO REACH THE STATION FROM THE CROSSROAD JUST WEST OF THE
 KG0619'BUSINESS DISTRICT IN HUNTER, GO SOUTH ON GRAVELED ROAD FOR
 KG0619'2.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON DIRT
 KG0619'ROAD FOR 0.1 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED,
 KG0619'CONTINUE WEST FOR 0.6 MILE TO STATION ON RIGHT AS DESCRIBED.
 KG0619'
 KG0619'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0619
 KG0619                          STATION RECOVERY (1969)
 KG0619
 KG0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0619'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KG0619'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 KG0619'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 KG0619'RECOVERY.
 KG0619'
 KG0619'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 KG0619'
 KG0619'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KG0619'
 KG0619'TO REACH THE STATION FROM THE CROSS STREET AT THE WEST EDGE OF HUNTE,
 KG0619'GO SOUTH ON STATE HIGHWAY 181 FOR 2.05 MILES TO A CROSSROAD.  TURN
 KG0619'RIGHT AND GO WEST ON A DIRT ROAD FOR 0.1 MILE TO A HOUSE ON THE
 KG0619'RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON A DIRT
 KG0619'ROAD FOR 0.6 MILE TO FIELD APPROACHES ON BOTH SIDES OF THE ROAD
 KG0619'AND THE STATION ON THE RIGHT.
 KG0619'
 KG0619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES SOUTH
 KG0619'AND 0.75 MILE WEST OF HUNTER.
 KG0619
 KG0619                          STATION RECOVERY (2005)
 KG0619
 KG0619'RECOVERY NOTE BY NATL RESOUR CONSERV 2005 (JJW)
 KG0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0620 ***********************************************************************
 KG0620  DESIGNATION -  HUNTER MUNICIPAL STANDPIPE
 KG0620  PID         -  KG0620
 KG0620  STATE/COUNTY-  KS/MITCHELL
 KG0620  USGS QUAD   -  HUNTER (1967)
 KG0620
 KG0620                         *CURRENT SURVEY CONTROL
 KG0620  ___________________________________________________________________
 KG0620* NAD 83(1997)-  39 14 15.08973(N)    098 23 45.49546(W)     ADJUSTED  
 KG0620* NAVD 88     -                                                        
 KG0620  ___________________________________________________________________
 KG0620  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 KG0620  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 KG0620
 KG0620  HORZ ORDER  -  THIRD
 KG0620
 KG0620.The horizontal coordinates were established by classical geodetic methods
 KG0620.and adjusted by the National Geodetic Survey in October 1998..
 KG0620
 KG0620
 KG0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0620
 KG0620.The geoid height was determined by GEOID03.
 KG0620
 KG0620;                    North         East     Units Scale Factor Converg.
 KG0620;SPC KS N     -   100,450.298   365,815.023   MT  0.99995688   -0 15 01.9
 KG0620;UTM  14      - 4,343,309.329   552,128.804   MT  0.99963346   +0 22 55.5
 KG0620
 KG0620                          SUPERSEDED SURVEY CONTROL
 KG0620
 KG0620  NAD 83(1986)-  39 14 15.09774(N)    098 23 45.49580(W) AD(       ) 4
 KG0620  NAD 27      -  39 14 15.06000(N)    098 23 44.27000(W) AD(       ) 3
 KG0620
 KG0620.Superseded values are not recommended for survey control.
 KG0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0620.See file dsdata.txt to determine how the superseded data were derived.
 KG0620
 KG0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ5212943309(NAD 83)
 KG0620_MARKER: 52 = STANDPIPE TANK
 KG0620
 KG0620  HISTORY     - Date     Condition        Report By
 KG0620  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0620
 KG0620                          STATION DESCRIPTION
 KG0620
 KG0620'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0826 ***********************************************************************
 HE0826  DESIGNATION -  HUNTER RESET
 HE0826  PID         -  HE0826
 HE0826  STATE/COUNTY-  KS/MONTGOMERY
 HE0826  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0826
 HE0826                         *CURRENT SURVEY CONTROL
 HE0826  ___________________________________________________________________
 HE0826* NAD 83(1997)-  37 04 38.49947(N)    095 32 03.35689(W)     ADJUSTED  
 HE0826* NAVD 88     -       237.5    (meters)     779.     (feet)  VERTCON   
 HE0826  ___________________________________________________________________
 HE0826  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 HE0826  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HE0826
 HE0826  HORZ ORDER  -  SECOND
 HE0826
 HE0826.The horizontal coordinates were established by classical geodetic methods
 HE0826.and adjusted by the National Geodetic Survey in October 1998..
 HE0826
 HE0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0826
 HE0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0826
 HE0826.The geoid height was determined by GEOID03.
 HE0826
 HE0826;                    North         East     Units Scale Factor Converg.
 HE0826;SPC KS S     -   449,775.728   663,684.038   MT  1.00004260   +1 49 21.1
 HE0826;SPC OK N     -   233,288.300   819,248.667   MT  1.00007147   +1 27 18.5
 HE0826;SPC OK N     -   765,380.03  2,687,818.33   sFT  1.00007147   +1 27 18.5
 HE0826;UTM  15      - 4,106,459.200   274,719.403   MT  1.00022524   -1 31 42.7
 HE0826
 HE0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0826!SPC KS S     -   0.99996739  x   1.00004260  =   1.00000999
 HE0826!SPC OK N     -   0.99996739  x   1.00007147  =   1.00003886
 HE0826!UTM  15      -   0.99996739  x   1.00022524  =   1.00019262
 HE0826
 HE0826:                Primary Azimuth Mark                     Grid Az
 HE0826:SPC KS S     -  ANGOLA RADIO STA KGGF MAST 3             029 45 08.4
 HE0826:SPC OK N     -  ANGOLA RADIO STA KGGF MAST 3             030 07 11.0
 HE0826:UTM  15      -  ANGOLA RADIO STA KGGF MAST 3             033 06 12.2
 HE0826
 HE0826|---------------------------------------------------------------------|
 HE0826| PID    Reference Object                     Distance      Geod. Az  |
 HE0826|                                                           dddmmss.s |
 HE0826| HE0776 ANGOLA RADIO STA KGGF MAST 3        APPROX. 9.3 KM 0313429.5 |
 HE0826| HE0778 ANGOLA RADIO STA KGGF MAST 1        APPROX. 9.2 KM 0313841.3 |
 HE0826| HE0782 ANGOLA RADIO STA KGGF MAST 4        APPROX. 9.0 KM 0334043.0 |
 HE0826| HE0780 ANGOLA RADIO STA KGGF MAST 2        APPROX. 8.9 KM 0334620.6 |
 HE0826| CL4544 HUNTER RM 1                          22.111 METERS 09234     |
 HE0826| CL4545 HUNTER RM 2                          23.345 METERS 23514     |
 HE0826| HE0835 COFFEYVILLE SINCLAIR REF T STK      APPROX. 9.3 KM 2483300.8 |
 HE0826| HE0834 COFFEYVILLE MUNICIPAL TK            APPROX. 9.5 KM 2600238.5 |
 HE0826| HE0828 AIRPORT BCN H MC GUGIN FIELD        APPROX. 4.3 KM 2941908.7 |
 HE0826|---------------------------------------------------------------------|
 HE0826
 HE0826                          SUPERSEDED SURVEY CONTROL
 HE0826
 HE0826  NAD 83(1997)-  37 04 38.50273(N)    095 32 03.35678(W) AD(       ) 2
 HE0826  NAD 83(1986)-  37 04 38.51523(N)    095 32 03.33981(W) AD(       ) 2
 HE0826  NAD 27      -  37 04 38.24040(N)    095 32 02.42760(W) AD(       ) 2
 HE0826  NGVD 29 (07/19/86)  237.4    (m)          779.     (f) VERT ANG       
 HE0826
 HE0826.Superseded values are not recommended for survey control.
 HE0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0826.See file dsdata.txt to determine how the superseded data were derived.
 HE0826
 HE0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7471906459(NAD 83)
 HE0826_MARKER: DH = HORIZONTAL CONTROL DISK
 HE0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0826_STAMPING: HUNTER 1965 1980
 HE0826_MARK LOGO: NGS   
 HE0826_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 HE0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0826+STABILITY: SURFACE MOTION
 HE0826
 HE0826  HISTORY     - Date     Condition        Report By
 HE0826  HISTORY     - 1980     MONUMENTED       NGS
 HE0826
 HE0826                          STATION DESCRIPTION
 HE0826
 HE0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 HE0826'SURFACE STATION MARK WAS FOUND TILTED AND REFERENCE MARK 1 HAD BEEN
 HE0826'DISTURBED BY FARM MACHINERY.  BENCH MARK E 17 AND REFERENCE MARK 2
 HE0826'WERE RECOVERED IN GOOD CONDITION BUT THE BENCH MARK IS NO LONGER
 HE0826'GROUND VISIBLE.  A NEW SURFACE MARK WAS SET, BUT LEFT 14 INCHES BELOW
 HE0826'THE SURFACE IN ORDER NOT TO INTERFERE WITH FARMING OPERATIONS.
 HE0826'REFERENCE MARK 1 WAS DESTROYED BECAUSE IT INTERFERED WITH FARMING
 HE0826'OPERATIONS.  REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED.
 HE0826'THE DIRECTION TO REFERENCE MARK 1 DIFFERED BY 3 MINUTES, 53 SECONDS
 HE0826'LONGER AND THE DISTANCE WAS 0.009 METER (0.030 FT) CONGER.  THE
 HE0826'DIRECTION TO REFERENCE MARK 2 WAS 1 MINUTE, 13 SECONDS SMALLER AND THE
 HE0826'DIRECTION WAS 0.017 METER (0.056 FT) LONGER.  A NEW DESCRIPTION
 HE0826'FOLLOWS.  THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF COFFEEVILLE, 3
 HE0826'MILES (4.8 KM) EAST OF U.S HIGHWAY 169, 2-1/2 MILES NORTH OF U.S
 HE0826'HIGHWAY 166 AND ON PROPERTY OWNED BY JERRY WISHALL, RURAL ROUTE 1,
 HE0826'INDEPENDENCE, KANSAS 67301. TO REACH THE STATION FROM THE JUNCTION OF
 HE0826'U.S HIGHWAY 169 AND 166, ABOUT 2 MILES (3.2 KM) EAST OF COFFEEVILLE,
 HE0826'GO NORTH ON HIGHWAY 169 FOR 2.5 MILES (4.0 KM) TO A GRAVELED
 HE0826'CROSSROAD.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD FOR 2.7 MILES
 HE0826'(4.3 KM) TO A PAVED CROSSROAD AND THE AZIMUTH MARK AND BENCH MARK E 17
 HE0826'IN THE SOUTHWEST ANGLE OF THE INTERSECTION.  CONTINUE EAST ON THE
 HE0826'GRAVELED ROAD FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE LEFT. THE
 HE0826'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---HUNTER 1965
 HE0826'1980---, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 14 INCHES
 HE0826'BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS A STANDARD DISK,
 HE0826'STAMPED---HUNTER 1964---, SET IN AN IRREGULAR MASS OF CONCRETE THAT IS
 HE0826'36 INCHES BELOW THE SURFACE.  THE MARKS ARE 77.2 FT (23.5 M) NORTHEAST
 HE0826'OF A WITNESS POST, 73.4 FT (22.4 M) WEST OF A WITNESS POST, 26.5 FT
 HE0826'(8.1 M) NORTH OF THE CENTERLINE OF THE ROAD AND 8.4 FT (2.6M) NORTH OF
 HE0826'A WITNESS POST.  REBAR WAS PLACED IN THE SURFACE MARK AND DRIVEN NEXT
 HE0826'THE UNDERGROUND MARK.  REFERENCE MARK 2 IS A STANDARD DISK,
 HE0826'STAMPED---HUNTER NO 2 1964---, SET IN THE TOP OF A SQUARE CONCRETE
 HE0826'POST THAT IS 3 INCHES BELOW THE SURFACE.  IT IS 19 FT (5.8 M) SOUTH OF
 HE0826'THE CENTERLINE OF THE ROAD AND 1 FOOT (0.3 M) EAST OF A WITNESS POST.
 HE0826'REBAR WAS DRIVEN NEXT TO THE MARK.  REFERENCE MARK 3 IS A STANDARD
 HE0826'DISK, STAMPED---HUNTER 1965 NO 3 1980---, SET IN THE TOP OF A ROUND
 HE0826'CONCRETE POST THAT IS FLUSH.  IT IS 18 FEET (5.5 M) NORTH OF THE
 HE0826'CENTERLINE OF THE ROAD AND 1 FOOT (0.3 M) WEST OF A WITNESS POST.
 HE0826'REBAR WAS PLACED IN THE MARK.  AZIMUTH MARK IS A STANDARD DISK,
 HE0826'STAMPED---HUNTER 1965 1980---, SET IN THE TOP OF A ROUND CONCRETE
 HE0826'MONUMENT POST THAT IS FLUSH.  IT IS 55 FEET (16.8 M) WEST OF
 HE0826'CENTERLINE OF THE PAVED ROAD, 27 FEET (8.2 M) SOUTH OF THE CENTERLINE
 HE0826'OF THE GRAVELED ROAD, 8.0 FT (2.4 M) NORTHWEST OF A WITNESS POST AND
 HE0826'3.0 FT (0.9 M) NORTH OF A FENCE CORNER.  REBAR WAS REPLACED IN THE
 HE0826'MARK.  BENCH MARK E 17 IS A STANDARD DISK, STAMPED---E 17 1933---, SET
 HE0826'IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS 50
 HE0826'FEET (15.2 M) WEST OF THE CENTERLINE OF THE PAVED ROAD, 33 FT (10.1 M)
 HE0826'SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 4.0 FT (1.2 M) SOUTHEAST
 HE0826'OF A FENCE CORNER, 1 FOOT (0.3 M) NORTHEAST OF A WITNESS POST AND 8.06
 HE0826'FT (2.46 M) SOUTHEAST OF THE AZIMUTH MARK.  REBAR WAS PLACED NEXT TO
 HE0826'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0747 ***********************************************************************
 JG0747  DESIGNATION -  HUNTSVILLE
 JG0747  PID         -  JG0747
 JG0747  STATE/COUNTY-  KS/RENO
 JG0747  USGS QUAD   -  ALDEN SE (1971)
 JG0747
 JG0747                         *CURRENT SURVEY CONTROL
 JG0747  ___________________________________________________________________
 JG0747* NAD 83(1997)-  38 03 26.69026(N)    098 19 30.69934(W)     ADJUSTED  
 JG0747* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 JG0747  ___________________________________________________________________
 JG0747  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 JG0747  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 JG0747
 JG0747  HORZ ORDER  -  THIRD
 JG0747
 JG0747.The horizontal coordinates were established by classical geodetic methods
 JG0747.and adjusted by the National Geodetic Survey in October 1998..
 JG0747
 JG0747.The orthometric height was scaled from a topographic map.
 JG0747
 JG0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0747
 JG0747.The geoid height was determined by GEOID03.
 JG0747
 JG0747;                    North         East     Units Scale Factor Converg.
 JG0747;SPC KS S     -   554,366.773   415,340.694   MT  0.99993888   +0 06 26.7
 JG0747;UTM  14      - 4,212,400.161   559,200.253   MT  0.99964316   +0 24 57.6
 JG0747
 JG0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0747!SPC KS S     -   0.99992112  x   0.99993888  =   0.99986000
 JG0747!UTM  14      -   0.99992112  x   0.99964316  =   0.99956431
 JG0747
 JG0747|---------------------------------------------------------------------|
 JG0747| PID    Reference Object                     Distance      Geod. Az  |
 JG0747|                                                           dddmmss.s |
 JG0747| CK9937 HUNTSVILLE RM 1                      18.238 METERS 10648     |
 JG0747| CK9936 HUNTSVILLE AZ MK                                   2690114.2 |
 JG0747| CK9938 HUNTSVILLE RM 2                      18.277 METERS 26951     |
 JG0747|---------------------------------------------------------------------|
 JG0747
 JG0747                          SUPERSEDED SURVEY CONTROL
 JG0747
 JG0747  NAD 83(1997)-  38 03 26.69748(N)    098 19 30.69949(W) AD(       ) 3
 JG0747  NAD 83(1986)-  38 03 26.69775(N)    098 19 30.69891(W) AD(       ) 3
 JG0747  NAD 27      -  38 03 26.65600(N)    098 19 29.45500(W) AD(       ) 3
 JG0747
 JG0747.Superseded values are not recommended for survey control.
 JG0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0747.See file dsdata.txt to determine how the superseded data were derived.
 JG0747
 JG0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5920012400(NAD 83)
 JG0747_MARKER: DS = TRIANGULATION STATION DISK
 JG0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0747_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0747
 JG0747  HISTORY     - Date     Condition        Report By
 JG0747  HISTORY     - 1953     MONUMENTED       CGS
 JG0747
 JG0747                          STATION DESCRIPTION
 JG0747
 JG0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0747'THE STATION IS IN SECTION 9, T 23 S, R 9 W, ABOUT 8-1/2 MILES
 JG0747'NORTHEAST OF SYLVIA, 5 MILES NORTH OF PLEVNA, 140 FEET
 JG0747'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE HUNTSVILLE MERCHANTILE
 JG0747'STORE, 51 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 50S AND
 JG0747'18 FEET SOUTH OF A ROW OF SMALL EVERGREEN TREES.
 JG0747'
 JG0747'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND U.S.
 JG0747'HIGHWAY 50S IN SYLVIA, GO EAST, NORTH AND EAST ON U.S. HIGHWAY
 JG0747'50S FOR 10.8 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 JG0747'CONTINUE EAST ON THE HIGHWAY FOR 0.3 MILE TO A CROSS ROAD AND
 JG0747'THE STATION ON THE LEFT.
 JG0747'
 JG0747'THE STATION MARK IS 12 INCHES UNDER THE SURFACE OF THE GROUND
 JG0747'AND THE DISK IS STAMPED HUNTSVILLE 1953.
 JG0747'
 JG0747'REFERENCE MARK 1 IS 34 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 JG0747'50S.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JG0747'HUNTSVILLE NO 1 1953.
 JG0747'
 JG0747'REFERENCE MARK 2 IS 51 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 JG0747'50S.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JG0747'HUNTSVILLE NO 2 1953.
 JG0747'
 JG0747'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 JG0747'50S, 2 FEET EAST OF A 4 X 4 INCH WITNESS POST AND 1 FOOT
 JG0747'NORTH OF A WIRE FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK
 JG0747'IS STAMPED HUNTSVILLE 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1126 ***********************************************************************
 HE1126  DESIGNATION -  HURTT
 HE1126  PID         -  HE1126
 HE1126  STATE/COUNTY-  KS/BOURBON
 HE1126  USGS QUAD   -  FORT SCOTT (1978)
 HE1126
 HE1126                         *CURRENT SURVEY CONTROL
 HE1126  ___________________________________________________________________
 HE1126* NAD 83(1997)-  37 48 25.93635(N)    094 39 32.77054(W)     ADJUSTED  
 HE1126* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 HE1126  ___________________________________________________________________
 HE1126  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HE1126  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 HE1126
 HE1126  HORZ ORDER  -  SECOND
 HE1126
 HE1126.The horizontal coordinates were established by classical geodetic methods
 HE1126.and adjusted by the National Geodetic Survey in October 1998..
 HE1126
 HE1126.The orthometric height was scaled from a topographic map.
 HE1126
 HE1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1126
 HE1126.The geoid height was determined by GEOID03.
 HE1126
 HE1126;                    North         East     Units Scale Factor Converg.
 HE1126;SPC KS S     -   533,547.634   738,120.017   MT  0.99993777   +2 21 37.2
 HE1126;SPC MO W     -   182,063.874   835,989.912   MT  0.99994359   -0 05 51.1
 HE1126;UTM  15      - 4,185,720.769   353,949.551   MT  0.99986273   -1 01 02.0
 HE1126
 HE1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1126!SPC KS S     -   0.99995939  x   0.99993777  =   0.99989716
 HE1126!SPC MO W     -   0.99995939  x   0.99994359  =   0.99990298
 HE1126!UTM  15      -   0.99995939  x   0.99986273  =   0.99982213
 HE1126
 HE1126|---------------------------------------------------------------------|
 HE1126| PID    Reference Object                     Distance      Geod. Az  |
 HE1126|                                                           dddmmss.s |
 HE1126| CM3842 HURTT RM 1                           25.103 METERS 22210     |
 HE1126| CM3841 HURTT AZ MK                                        2440938.4 |
 HE1126| HE1124 FORT SCOTT TALL MUN STANDPIPE       APPROX. 5.6 KM 2970309.3 |
 HE1126| CM3843 HURTT RM 2                           25.180 METERS 31642     |
 HE1126|---------------------------------------------------------------------|
 HE1126
 HE1126                          SUPERSEDED SURVEY CONTROL
 HE1126
 HE1126  NAD 83(1997)-  37 48 25.94365(N)    094 39 32.77024(W) AD(       ) 2
 HE1126  NAD 83(1986)-  37 48 25.94577(N)    094 39 32.76532(W) AD(       ) 2
 HE1126  NAD 27      -  37 48 25.79600(N)    094 39 31.92100(W) AD(       ) 2
 HE1126
 HE1126.Superseded values are not recommended for survey control.
 HE1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1126.See file dsdata.txt to determine how the superseded data were derived.
 HE1126
 HE1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5395085721(NAD 83)
 HE1126_MARKER: DS = TRIANGULATION STATION DISK
 HE1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1126
 HE1126  HISTORY     - Date     Condition        Report By
 HE1126  HISTORY     - 1934     MONUMENTED       CGS
 HE1126  HISTORY     - 1970     GOOD             NGS
 HE1126
 HE1126                          STATION DESCRIPTION
 HE1126
 HE1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 HE1126'STATION IS ABOUT 3 MILES SE OF FORT SCOTT, NEAR THE S 1/4
 HE1126'CORNER OF SEC. 3, T 26 S, R 25 E, ON LAND OWNED BY W.W. HURTT.
 HE1126'IT IS ON THE W SIDE OF PASTURE, 33 FEET E OF THE CENTER
 HE1126'LINE OF DIRT ROAD, 8 FEET E OF FENCE LINE, ABOUT 50 FEET N OF THE
 HE1126'N END OF AN OLD STONE FENCE, ABOUT 75 YARDS N OF FENCE LINE,
 HE1126'ABOUT 90 YARDS S OF FENCE LINE, 0.15 MILE N OF ROAD
 HE1126'INTERSECTION.  MARK PROJECTS 6 INCHES.
 HE1126'
 HE1126'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE1126'BRONZE DISKS SET IN CONCRETE.
 HE1126'
 HE1126'REFERENCE MARK NO. 1 IS SW OF THE STATION, 24 FEET W OF THE
 HE1126'CENTER LINE OF DIRT ROAD, 1 FOOT E OF FENCE.  MARK PROJECTS
 HE1126'6 INCHES.
 HE1126'
 HE1126'REFERENCE MARK NO. 2 IS NW OF THE STATION, 24 FEET W OF
 HE1126'THE CENTER LINE OF DIRT ROAD, 1 FOOT E OF FENCE.  MARK PROJECTS
 HE1126'6 INCHES.
 HE1126'
 HE1126'AZIMUTH MARK IS WSW OF THE STATION, 24 FEET N OF THE CENTER
 HE1126'LINE OF DIRT ROAD, 6 INCHES S OF FENCE LINE, 0.3 MILE W OF
 HE1126'ROAD INTERSECTION.  MARK PROJECTS 6 INCHES.
 HE1126'
 HE1126'REACHED FROM FORT SCOTT, FROM INTERSECTION OF U.S. HIGHWAY
 HE1126'73-E AND U.S. HIGHWAY 54, GO S AND E ON U.S. HIGHWAY 73-E,
 HE1126'4.65 MILES TO CROSS ROADS AND WHERE U.S. HIGHWAY 73-E GOES
 HE1126'S, THENCE CONTINUE E ON DIRT ROAD 0.6 MILE TO CROSS ROADS,
 HE1126'THENCE N 0.15 MILE TO STATION.
 HE1126'
 HE1126'A LIGHT 87 FEET ABOVE PERRY IS VISIBLE FROM THE GROUND AT
 HE1126'THIS STATION.
 HE1126'
 HE1126'A LIGHT 87 FEET ABOVE FORT SCOTT IS VISIBLE FROM THE GROUND
 HE1126'AT THIS STATION.
 HE1126'
 HE1126'A LIGHT 87 FEET ABOVE RICHARDSON IS VISIBLE FROM THE GROUND
 HE1126'AT THIS STATION.
 HE1126'
 HE1126'DISTANCE BETWEEN R.MS 121.17 FEET.
 HE1126
 HE1126                          STATION RECOVERY (1970)
 HE1126
 HE1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HE1126'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 HE1126'2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 HE1126'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE EXCEPT FOR
 HE1126'THE TO REACH THE STATION.
 HE1126'
 HE1126'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK
 HE1126'NO. 1.
 HE1126'
 HE1126'A METAL WITNESS POST WAS SET 0.5 FOOT NORTH OF THE AZIMUTH
 HE1126'MARK.
 HE1126'
 HE1126'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 HE1126'SQUARE IN FORT SCOTT, GO SOUTH ON BUSINESS U.S. HIGHWAY 69
 HE1126'AND THEN U.S. HIGHWAY 69 FOR 2.4 MILES TO A SIDE ROAD ON
 HE1126'THE LEFT.  TURN LEFT AND GO EAST ON A SURFACED ROAD FOR 2.0
 HE1126'MILES TO A ROAD FORK.  CONTINUE EAST ON A GRAVELED ROAD FOR
 HE1126'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 HE1126'ON THE GRAVELED ROAD FOR 0.15 MILE TO A SCHOOL AND A SIDE ROAD
 HE1126'ON THE LEFT.  FROM HERE PACK ALONG THE EAST SIDE OF A
 HE1126'NORTH-SOUTH FENCE FOR 0.15 MILE TO THE STATION.
 HE1126'
 HE1126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3
 HE1126'MILES SOUTHEAST OF FORT SCOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0590 ***********************************************************************
 JH0590  DESIGNATION -  HUSER
 JH0590  PID         -  JH0590
 JH0590  STATE/COUNTY-  KS/HAMILTON
 JH0590  USGS QUAD   -  EAST BRIDGE CREEK NORTH (1966)
 JH0590
 JH0590                         *CURRENT SURVEY CONTROL
 JH0590  ___________________________________________________________________
 JH0590* NAD 83(1997)-  38 10 31.01741(N)    101 56 41.86725(W)     ADJUSTED  
 JH0590* NAVD 88     -      1145.21   (+/-2cm)    3757.2    (feet)  VERTCON   
 JH0590  ___________________________________________________________________
 JH0590  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 JH0590  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 JH0590
 JH0590  HORZ ORDER  -  FIRST
 JH0590  VERT ORDER  -  THIRD ? (See Below)
 JH0590
 JH0590.The horizontal coordinates were established by classical geodetic methods
 JH0590.and adjusted by the National Geodetic Survey in October 1998..
 JH0590
 JH0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0590.The vertical order pertains to the NGVD 29 superseded value.
 JH0590
 JH0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0590
 JH0590.The geoid height was determined by GEOID03.
 JH0590
 JH0590;                    North         East     Units Scale Factor Converg.
 JH0590;SPC KS S     -   573,010.652    98,227.005   MT  0.99994600   -2 07 01.3
 JH0590;SPC CO S     -   478,161.886 1,225,818.099   MT  0.99996307   +2 10 50.1
 JH0590;SPC CO S     - 1,568,769.45  4,021,704.88   sFT  0.99996307   +2 10 50.1
 JH0590;UTM  14      - 4,229,362.959   242,029.682   MT  1.00041968   -1 49 16.3
 JH0590;UTM  13      - 4,229,675.355   767,614.598   MT  1.00048212   +1 53 21.6
 JH0590
 JH0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0590!SPC KS S     -   0.99982409  x   0.99994600  =   0.99977010
 JH0590!SPC CO S     -   0.99982409  x   0.99996307  =   0.99978717
 JH0590!UTM  14      -   0.99982409  x   1.00041968  =   1.00024370
 JH0590!UTM  13      -   0.99982409  x   1.00048212  =   1.00030613
 JH0590
 JH0590|---------------------------------------------------------------------|
 JH0590| PID    Reference Object                     Distance      Geod. Az  |
 JH0590|                                                           dddmmss.s |
 JH0590| CM8816 HUSER RM 1                           46.113 METERS 09537     |
 JH0590| CM8815 HUSER AZ MK                                        1883738.0 |
 JH0590| CM8817 HUSER RM 2                           61.189 METERS 32341     |
 JH0590|---------------------------------------------------------------------|
 JH0590
 JH0590                          SUPERSEDED SURVEY CONTROL
 JH0590
 JH0590  NAD 83(1997)-  38 10 31.01801(N)    101 56 41.86723(W) AD(       ) 1
 JH0590  NAD 83(1997)-  38 10 31.01819(N)    101 56 41.86717(W) AD(       ) 1
 JH0590  NAD 83(1986)-  38 10 31.01895(N)    101 56 41.86359(W) AD(       ) 1
 JH0590  NAD 27      -  38 10 30.96410(N)    101 56 40.22582(W) AD(       ) 1
 JH0590  NGVD 29 (07/19/86) 1144.76   (m)         3755.8    (f) LEVELING    3  
 JH0590
 JH0590.Superseded values are not recommended for survey control.
 JH0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0590.See file dsdata.txt to determine how the superseded data were derived.
 JH0590
 JH0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH4203029363(NAD 83)
 JH0590_MARKER: DS = TRIANGULATION STATION DISK
 JH0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0590
 JH0590  HISTORY     - Date     Condition        Report By
 JH0590  HISTORY     - 1934     MONUMENTED       CGS
 JH0590  HISTORY     - 1949     SEE DESCRIPTION  LOCENG
 JH0590
 JH0590                          STATION DESCRIPTION
 JH0590
 JH0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JH0590'STATION IS ABOUT 12 MILES NNW OF MEDWAY RAILROAD STATION,
 JH0590'IN THE SW 1/4 SEC. 33, T 21 S, R 42 W.  IT IS LOCATED IN OPEN
 JH0590'PASTURE LAND NE OF THE INTERSECTION OF TWO GRADED ROADS.
 JH0590'THE STATION IS 43 FEET N OF THE CENTER OF THE E AND W ROAD AND
 JH0590'IS 154 FEET E OF THE ROAD INTERSECTION.  ALSO IT IS 20 FEET
 JH0590'SE OF A PIT ABOUT 20 FEET IN DIAMETER AND TWO FEET DEEP.
 JH0590'
 JH0590'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JH0590'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 JH0590'
 JH0590'REFERENCE MARK NO. 1 IS E OF THE STATION.  IT IS 31 FEET N
 JH0590'OF THE CENTER OF THE E AND W ROAD.
 JH0590'
 JH0590'REFERENCE MARK NO. 2 IS NW OF THE STATION.  IT IS 36 FEET
 JH0590'E OF THE CENTER OF THE N AND S ROAD.
 JH0590'
 JH0590'AZIMUTH MARK IS S OF THE STATION.  IT IS 0.25 MILE S OF THE ROAD
 JH0590'INTERSECTION AND IS 35 FEET W OF THE CENTER OF THE ROAD.
 JH0590'
 JH0590'THE STATION IS REACHED FROM MEDWAY BY GOING E ON U.S. HIGHWAY
 JH0590'50, 0.5 MILE.  TURN OFF THE HIGHWAY AND GO N ON A COUNTRY
 JH0590'ROAD 11.2 MILES.  TURN W ON A GRADED ROAD AND GO 4.0 MILES
 JH0590'TO THE STATION ON THE N SIDE OF THE ROAD NE OF THE INTERSECTION.
 JH0590'
 JH0590'A 35-FOOT TOWER WAS ERECTED.
 JH0590
 JH0590                          STATION RECOVERY (1949)
 JH0590
 JH0590'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949 (TBQ)
 JH0590'STATION MARK IS BROKEN OFF BASE.  IT IS STAMPED HUSER 1934.
 JH0590'
 JH0590'THIS LAND HAS BEEN PLOWED UP AND IT APPEARS THAT THE LANDOWNER
 JH0590'HAS BEEN GOING AROUND THE STATION, HOWEVER, DURING THE LAST
 JH0590'PLOWING WE NOTICED THAT THE STATION HAD BEEN KICKED UP.  WE
 JH0590'INVESTIGATED AND FOUND IT BROKEN OFF WITH NEW ONE-WAY MARKS
 JH0590'THEREON.
 JH0590'
 JH0590'NOTE--STATION DISK STAMPED HUSER 1934 RECEIVED AT THIS OFFICE
 JH0590'8/26/49.  T. B. QUINN, COUNTY ENGR. SYRACUSE KS. 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8070 ***********************************************************************
 AJ8070  PACS        -  This is a Primary Airport Control Station.
 AJ8070  DESIGNATION -  HUT A
 AJ8070  PID         -  AJ8070
 AJ8070  STATE/COUNTY-  KS/RENO
 AJ8070  USGS QUAD   -  HUTCHINSON SE (1978)
 AJ8070
 AJ8070                         *CURRENT SURVEY CONTROL
 AJ8070  ___________________________________________________________________
 AJ8070* NAD 83(1997)-  38 04 00.27267(N)    097 51 36.99772(W)     ADJUSTED  
 AJ8070* NAVD 88     -       463.28   (meters)    1519.9    (feet)  GPS OBS   
 AJ8070  ___________________________________________________________________
 AJ8070  X           -    -687,646.603 (meters)                     COMP
 AJ8070  Y           -  -4,980,965.173 (meters)                     COMP
 AJ8070  Z           -   3,911,547.417 (meters)                     COMP
 AJ8070  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AJ8070  ELLIP HEIGHT-         435.23  (meters)          (07/29/04) GPS OBS
 AJ8070  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AJ8070
 AJ8070  HORZ ORDER  -  B
 AJ8070  ELLP ORDER  -  FOURTH    CLASS II
 AJ8070
 AJ8070.This mark is at Hutchinson Municipal Airport (HUT)
 AJ8070
 AJ8070.The horizontal coordinates were established by GPS observations
 AJ8070.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8070
 AJ8070.The orthometric height was determined by GPS observations and a
 AJ8070.high-resolution geoid model.
 AJ8070
 AJ8070.GPS derived orthometric heights for airport stations designated as
 AJ8070.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8070.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8070.not indicate centimeter accuracy relative to other marks which are
 AJ8070.part of the NAVD 88 network.
 AJ8070
 AJ8070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8070
 AJ8070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8070
 AJ8070.The ellipsoidal height was determined by GPS observations
 AJ8070.and is referenced to NAD 83.
 AJ8070
 AJ8070.The geoid height was determined by GEOID03.
 AJ8070
 AJ8070;                    North         East     Units Scale Factor Converg.
 AJ8070;SPC KS S     -   555,580.342   456,133.622   MT  0.99993929   +0 23 35.3
 AJ8070;UTM  14      - 4,213,833.413   599,975.461   MT  0.99972310   +0 42 10.0
 AJ8070
 AJ8070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8070!SPC KS S     -   0.99993171  x   0.99993929  =   0.99987101
 AJ8070!UTM  14      -   0.99993171  x   0.99972310  =   0.99965483
 AJ8070
 AJ8070                          SUPERSEDED SURVEY CONTROL
 AJ8070
 AJ8070.No superseded survey control is available for this station.
 AJ8070
 AJ8070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9997513833(NAD 83)
 AJ8070_MARKER: I = METAL ROD
 AJ8070_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ8070_STAMPING: HUT A 2001
 AJ8070_MARK LOGO: NGS   
 AJ8070_PROJECTION: FLUSH
 AJ8070_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8070+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 AJ8070_ROD/PIPE-DEPTH: 16.6 meters
 AJ8070_SLEEVE-DEPTH  : .9 meters
 AJ8070
 AJ8070  HISTORY     - Date     Condition        Report By
 AJ8070  HISTORY     - 20010418 MONUMENTED       MSAM
 AJ8070  HISTORY     - 20020726 GOOD             NGS
 AJ8070
 AJ8070                          STATION DESCRIPTION
 AJ8070
 AJ8070'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8070'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 AJ8070'THE STATION IS LOCATED ABOUT 6.1 KM  (3.8 MI) EAST OF HUTCHINSON,
 AJ8070'KANSAS, AT
 AJ8070'THE HUTCHINSON MUNICIPAL AIRPORT.  IT IS NEAR THE CENTER OF THE
 AJ8070'AIRPORT,
 AJ8070'NORTHEAST OF RUNWAY 13-31 AND NORTHWEST OF RUNWAY 3-21. THIS IS A
 AJ8070'CONTROLLED AIRPORT.  PERMISSION TO USE THIS STATION MUST BE OBTAINED
 AJ8070'FROM THE AIRPORT MANAGER. CONTACT MR. RUSSELL JOHNSON AT 620-727-6631.
 AJ8070'OWNERSHIP-HUTCHINSON MUNICIPAL AIRPORT.
 AJ8070' 
 AJ8070'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 61 AND
 AJ8070'17TH STREET, IN NORTHEAST HUTCHINSON, GO EAST ON 17TH STREET FOR 1.0
 AJ8070'MILES TO A CURVE TO THE RIGHT. CONTINUE AHEAD, THE ROAD BECOMES
 AJ8070'AIRPORT
 AJ8070'ROAD AS IT TURNS SOUTHEAST, FOR 0.7 MI TO AN AIRPORT ENTRANCE ON YOUR
 AJ8070'LEFT. TURN LEFT, NORTHEAST, ACROSS THE PARKING LOT FOR 250 FT TO A
 AJ8070'GATE
 AJ8070'BETWEEN THE TERMINAL AND HANGER. TO PROCEED ON THE AIRFIELD YOU MUST
 AJ8070'OBTAIN PERMISSION FROM THE AIRPORT MANAGER. PROCEED THROUGH THE GATE
 AJ8070'AND TURN RIGHT, EAST, ACROSS THE RAMP FOR 400 FT TO TAXIWAY E.
 AJ8070'CONTINUE
 AJ8070'EAST ON TAXIWAY E FOR 200 FT TO RUNWAY 17-35. TURN LEFT, NORTH, ON
 AJ8070'RUNWAY
 AJ8070'17-35 FOR 150 FT TO RUNWAY 31-13. TURN RIGHT, EAST, CROSS RUNWAY 31-13
 AJ8070'FOR
 AJ8070'200 FT TO THE WIND SOCK ACCESS ROAD. CONTINUE EAST-NORTHEAST ON THE
 AJ8070'ACCESS ROAD FOR 300 FT TO THE WINDSOCK AND STATION ON YOUR LEFT.
 AJ8070' 
 AJ8070'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8070'TO A
 AJ8070'DEPTH OF 16.6 M (54.4 FT), ENCASED IN A 0.9 M (3 FT) LONG GREASED
 AJ8070'FINNED SLEEVE,
 AJ8070'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AJ8070'STABILTY
 AJ8070'MARK. ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE
 AJ8070'COLLAR FLUSH WITH THE GROUND. IT IS 14.0 M (45.9 FT) WEST-SOUTHWEST OF
 AJ8070'A
 AJ8070'CONCRETE BLOCK (0.6 M (2 FT) BY 0.6 M (2 FT)),  13.5 M (44.3 FT ) WEST
 AJ8070'OF THE WIND SOCK,
 AJ8070'11.6 M (38.0 FT) WEST-NORTHWEST OF A CONCRETE BLOCK, INSIDE THE
 AJ8070'SEGMENTED
 AJ8070'CIRCLE FOR THE WIND SOCK AND 0.9 M (3 FT) NORTH OF A CARSONITE WITNESS
 AJ8070'POST.
 AJ8070'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 AJ8070' 
 AJ8070' 
 AJ8070' 
 AJ8070'
 AJ8070
 AJ8070                          STATION RECOVERY (2002)
 AJ8070
 AJ8070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8070'RECOVERED IN GOOD CONDITION.
 AJ8070'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8071 ***********************************************************************
 AJ8071  SACS        -  This is a Secondary Airport Control Station.
 AJ8071  DESIGNATION -  HUT B
 AJ8071  PID         -  AJ8071
 AJ8071  STATE/COUNTY-  KS/RENO
 AJ8071  USGS QUAD   -  HUTCHINSON SE (1978)
 AJ8071
 AJ8071                         *CURRENT SURVEY CONTROL
 AJ8071  ___________________________________________________________________
 AJ8071* NAD 83(1997)-  38 04 20.31724(N)    097 52 19.94238(W)     ADJUSTED  
 AJ8071* NAVD 88     -       464.18   (meters)    1522.9    (feet)  GPS OBS   
 AJ8071  ___________________________________________________________________
 AJ8071  X           -    -688,631.533 (meters)                     COMP
 AJ8071  Y           -  -4,980,445.084 (meters)                     COMP
 AJ8071  Z           -   3,912,034.562 (meters)                     COMP
 AJ8071  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AJ8071  ELLIP HEIGHT-         436.14  (meters)          (07/29/04) GPS OBS
 AJ8071  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AJ8071
 AJ8071  HORZ ORDER  -  FIRST
 AJ8071  ELLP ORDER  -  FOURTH    CLASS II
 AJ8071
 AJ8071.This mark is at Hutchinson Municipal Airport (HUT)
 AJ8071
 AJ8071.The horizontal coordinates were established by GPS observations
 AJ8071.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8071
 AJ8071.The orthometric height was determined by GPS observations and a
 AJ8071.high-resolution geoid model.
 AJ8071
 AJ8071.GPS derived orthometric heights for airport stations designated as
 AJ8071.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8071.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8071.not indicate centimeter accuracy relative to other marks which are
 AJ8071.part of the NAVD 88 network.
 AJ8071
 AJ8071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8071
 AJ8071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8071
 AJ8071.The ellipsoidal height was determined by GPS observations
 AJ8071.and is referenced to NAD 83.
 AJ8071
 AJ8071.The geoid height was determined by GEOID03.
 AJ8071
 AJ8071;                    North         East     Units Scale Factor Converg.
 AJ8071;SPC KS S     -   556,191.205   455,082.739   MT  0.99993955   +0 23 08.9
 AJ8071;UTM  14      - 4,214,438.454   598,921.521   MT  0.99972052   +0 41 43.9
 AJ8071
 AJ8071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8071!SPC KS S     -   0.99993157  x   0.99993955  =   0.99987112
 AJ8071!UTM  14      -   0.99993157  x   0.99972052  =   0.99965211
 AJ8071
 AJ8071                          SUPERSEDED SURVEY CONTROL
 AJ8071
 AJ8071.No superseded survey control is available for this station.
 AJ8071
 AJ8071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9892214438(NAD 83)
 AJ8071_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8071_STAMPING: HUT B 2001
 AJ8071_MARK LOGO: NGS   
 AJ8071_PROJECTION: FLUSH
 AJ8071_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8071+STABILITY: SURFACE MOTION
 AJ8071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8071+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 AJ8071
 AJ8071  HISTORY     - Date     Condition        Report By
 AJ8071  HISTORY     - 20010418 MONUMENTED       MSAM
 AJ8071  HISTORY     - 20010726 GOOD             NGS
 AJ8071
 AJ8071                          STATION DESCRIPTION
 AJ8071
 AJ8071'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8071'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 AJ8071'THE STATION IS LOCATED ABOUT 5.2 KM  (3.2 MI) EAST OF HUTCHINSON,
 AJ8071'KANSAS, AT
 AJ8071'THE HUTCHINSON MUNICIPAL AIRPORT. IT IS IN THE NORTHWEST AREA OF THE
 AJ8071'AIRPORT SOUTHWEST OF TAXIWAY A NEAR THE 13 END OF RUNWAY 13-31. THIS
 AJ8071'IS A
 AJ8071'CONTROLLED AIRPORT.  PERMISSION TO USE THIS STATION MUST BE OBTAINED
 AJ8071'FROM THE AIRPORT MANAGER. CONTACT MR. RUSSELL JOHNSON AT 620-727-6631.
 AJ8071'OWNERSHIP-HUTCHINSON MUNICIPAL AIRPORT.
 AJ8071' 
 AJ8071'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 61 AND
 AJ8071'17TH STREET, IN NORTHEAST HUTCHINSON, GO EAST ON 17TH STREET FOR 1.0
 AJ8071'MILES TO A CURVE TO THE RIGHT. CONTINUE AHEAD, THE ROAD BECOMES
 AJ8071'AIRPORT
 AJ8071'ROAD AS IT TURNS SOUTHEAST, FOR 0.7 MI TO AN AIRPORT ENTRANCE ON YOUR
 AJ8071'LEFT. TURN LEFT, NORTHEAST, ACROSS THE PARKING LOT FOR 250 FT TO A
 AJ8071'GATE
 AJ8071'BETWEEN THE TERMINAL AND HANGER. TO PROCEED ON THE AIRFIELD YOU MUST
 AJ8071'OBTAIN PERMISSION FROM THE AIRPORT MANAGER. PROCEED THROUGH THE
 AJ8071'GATE. TURN LEFT, NORTH, ON TAXIWAY B FOR 300 FT TO TAXIWAY A. TURN
 AJ8071'LEFT,
 AJ8071'NORTHWEST ON TAXIWAY A FOR 0.4 MI TO THE STATION ON YOUR LEFT.
 AJ8071' 
 AJ8071'THE MARK IS A NGS BRASS DISK SET IN THE TOP CENTER OF A CONCRETE POST
 AJ8071'FLUSH WITH THE GROUND. IT IS 43.7 M (155.2 FT) SOUTHWEST OF THE 6TH
 AJ8071'TAXIWAY
 AJ8071'LIGHT SOUTH OF THE SIGN FOR RUNWAY 13-31, 36.2 M (118.8 FT) NORTHWEST
 AJ8071'OF THE
 AJ8071'8TH TAXIWAY LIGHT SOUTH OF THE SIGN FOR RUNWAY 13-31, 30.0 M (98.4 FT)
 AJ8071'SOUTHWEST OF THE 7TH TAXIWAY LIGHT SOUTH OF THE SIGN FOR RUNWAY 13-31
 AJ8071'AND 28.5 M (93.5 FT) SOUTHWEST OF THE SOUTHWESTERN EDGE OF TAXIWAY A.
 AJ8071'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8071'2001
 AJ8071' 
 AJ8071' 
 AJ8071'
 AJ8071
 AJ8071                          STATION RECOVERY (2001)
 AJ8071
 AJ8071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 AJ8071'RECOVERED IN GOOD CONDITION.
 AJ8071' 
 AJ8071' 
 AJ8071' 
 AJ8071'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8072 ***********************************************************************
 AJ8072  SACS        -  This is a Secondary Airport Control Station.
 AJ8072  DESIGNATION -  HUT C
 AJ8072  PID         -  AJ8072
 AJ8072  STATE/COUNTY-  KS/RENO
 AJ8072  USGS QUAD   -  HUTCHINSON SE (1978)
 AJ8072
 AJ8072                         *CURRENT SURVEY CONTROL
 AJ8072  ___________________________________________________________________
 AJ8072* NAD 83(1997)-  38 03 32.93815(N)    097 51 25.91210(W)     ADJUSTED  
 AJ8072* NAVD 88     -       461.53   (meters)    1514.2    (feet)  GPS OBS   
 AJ8072  ___________________________________________________________________
 AJ8072  X           -    -687,449.750 (meters)                     COMP
 AJ8072  Y           -  -4,981,515.514 (meters)                     COMP
 AJ8072  Z           -   3,910,882.724 (meters)                     COMP
 AJ8072  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AJ8072  ELLIP HEIGHT-         433.47  (meters)          (07/29/04) GPS OBS
 AJ8072  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AJ8072
 AJ8072  HORZ ORDER  -  FIRST
 AJ8072  ELLP ORDER  -  FOURTH    CLASS II
 AJ8072
 AJ8072.This mark is at Hutchinson Municipal Airport (HUT)
 AJ8072
 AJ8072.The horizontal coordinates were established by GPS observations
 AJ8072.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8072
 AJ8072.The orthometric height was determined by GPS observations and a
 AJ8072.high-resolution geoid model.
 AJ8072
 AJ8072.GPS derived orthometric heights for airport stations designated as
 AJ8072.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8072.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8072.not indicate centimeter accuracy relative to other marks which are
 AJ8072.part of the NAVD 88 network.
 AJ8072
 AJ8072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8072
 AJ8072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8072
 AJ8072.The ellipsoidal height was determined by GPS observations
 AJ8072.and is referenced to NAD 83.
 AJ8072
 AJ8072.The geoid height was determined by GEOID03.
 AJ8072
 AJ8072;                    North         East     Units Scale Factor Converg.
 AJ8072;SPC KS S     -   554,739.476   456,409.630   MT  0.99993896   +0 23 42.1
 AJ8072;UTM  14      - 4,212,994.231   600,255.948   MT  0.99972379   +0 42 16.4
 AJ8072
 AJ8072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8072!SPC KS S     -   0.99993199  x   0.99993896  =   0.99987095
 AJ8072!UTM  14      -   0.99993199  x   0.99972379  =   0.99965580
 AJ8072
 AJ8072                          SUPERSEDED SURVEY CONTROL
 AJ8072
 AJ8072  ELLIP H (03/07/02)  433.48   (m)                       GP(       ) 4 2
 AJ8072
 AJ8072.Superseded values are not recommended for survey control.
 AJ8072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8072.See file dsdata.txt to determine how the superseded data were derived.
 AJ8072
 AJ8072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH0025612994(NAD 83)
 AJ8072_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8072_STAMPING: HUT C 2001
 AJ8072_MARK LOGO: NGS   
 AJ8072_PROJECTION: FLUSH
 AJ8072_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8072+STABILITY: SURFACE MOTION
 AJ8072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8072+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 AJ8072
 AJ8072  HISTORY     - Date     Condition        Report By
 AJ8072  HISTORY     - 20010418 MONUMENTED       MSAM
 AJ8072  HISTORY     - 20020726 GOOD             NGS
 AJ8072
 AJ8072                          STATION DESCRIPTION
 AJ8072
 AJ8072'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8072'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 AJ8072'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) EAST OF HUTCHINSON,
 AJ8072'KANSAS, AT
 AJ8072'THE HUTCHINSON MUNICIPAL AIRPORT. IT IS IN THE SOUTHEAST AREA OF THE
 AJ8072'AIRPORT SOUTHWEST OF TAXIWAY A NEAR THE SOUTH END OF RUNWAY 13-31.
 AJ8072'THIS IS A CONTROLLED AIRPORT.  PERMISSION TO USE THIS STATION MUST BE
 AJ8072'OBTAINED FROM THE AIRPORT MANAGER. CONTACT MR. RUSSELL JOHNSON AT
 AJ8072'620-727-6631. OWNERSHIP-HUTCHINSON MUNICIPAL AIRPORT.
 AJ8072' 
 AJ8072'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 61 AND
 AJ8072'17TH STREET, IN NORTHEAST HUTCHINSON, GO EAST ON 17TH STREET FOR 1.0
 AJ8072'MILES TO A CURVE TO THE RIGHT. CONTINUE AHEAD, THE ROAD BECOMES
 AJ8072'AIRPORT
 AJ8072'ROAD AS IT TURNS SOUTHEAST, FOR 0.7 MI TO AN AIRPORT ENTRANCE ON YOUR
 AJ8072'LEFT. TURN LEFT, NORTHEAST, ACROSS THE PARKING LOT FOR 250 FT TO A
 AJ8072'GATE
 AJ8072'BETWEEN THE TERMINAL AND HANGER. TO PROCEED ON THE AIRFIELD YOU MUST
 AJ8072'OBTAIN PERMISSION FROM THE AIRPORT MANAGER. PROCEED THROUGH THE
 AJ8072'GATE. NORTHEAST, ACROSS THE RAMP FOR 300 FT. TURN RIGHT, SOUTHEAST ON
 AJ8072'TAXIWAY A FOR 0.5 MI TO THE STATION ON YOUR RIGHT.
 AJ8072' 
 AJ8072'THE MARK IS A NGS BRASS DISK SET IN THE TOP CENTER OF A CONCRETE POST
 AJ8072'FLUSH WITH THE GROUND. IT IS 40.4 M (132.5 FT) SOUTHWEST OF THE 12TH
 AJ8072'TAXIWAY
 AJ8072'LIGHT NORTH OF THE HOLD BAR FOR RUNWAY 13-31, 32.5 M (106.6 FT)
 AJ8072'WEST-SOUTHWESTERLY OF THE 10TH TAXIWAY LIGHT NORTH OF THE HOLD BAR
 AJ8072'FOR RUNWAY 13-31, AND 24.4 M (80.1 FT) SOUTHWEST OF THE 11TH TAXIWAY
 AJ8072'LIGHT
 AJ8072'NORTH OF THE HOLD BAR FOR RUNWAY 13-31. THIS STATION IS DESIGNATED AS
 AJ8072'A
 AJ8072'SECONDARY AIRPORT CONTROL STATION.
 AJ8072' 
 AJ8072'
 AJ8072
 AJ8072                          STATION RECOVERY (2002)
 AJ8072
 AJ8072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8072'RECOVERED IN GOOD CONDITION.
 AJ8072' 
 AJ8072'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1298 ***********************************************************************
 JF1298  DESIGNATION -  HUTCHAIR
 JF1298  PID         -  JF1298
 JF1298  STATE/COUNTY-  KS/RENO
 JF1298  USGS QUAD   -  HUTCHINSON SE (1978)
 JF1298
 JF1298                         *CURRENT SURVEY CONTROL
 JF1298  ___________________________________________________________________
 JF1298* NAD 83(1997)-  38 03 56.45299(N)    097 51 59.06224(W)     ADJUSTED  
 JF1298* NAVD 88     -       463.242  (meters)    1519.82   (feet)  ADJUSTED  
 JF1298  ___________________________________________________________________
 JF1298  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JF1298  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 JF1298  DYNAMIC HT  -         462.884 (meters)    1518.65  (feet)  COMP
 JF1298  MODELED GRAV-     979,842.2   (mgal)                       NAVD 88
 JF1298
 JF1298  HORZ ORDER  -  FIRST
 JF1298  VERT ORDER  -  FIRST     CLASS II
 JF1298
 JF1298.This mark is at Hutchinson Municipal Airport (HUT)
 JF1298
 JF1298.The horizontal coordinates were established by classical geodetic methods
 JF1298.and adjusted by the National Geodetic Survey in October 1998..
 JF1298
 JF1298.The orthometric height was determined by differential leveling
 JF1298.and adjusted by the National Geodetic Survey in June 1991..
 JF1298
 JF1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1298
 JF1298.The geoid height was determined by GEOID03.
 JF1298
 JF1298.The dynamic height is computed by dividing the NAVD 88
 JF1298.geopotential number by the normal gravity value computed on the
 JF1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1298.degrees latitude (g = 980.6199 gals.).
 JF1298
 JF1298.The modeled gravity was interpolated from observed gravity values.
 JF1298
 JF1298;                    North         East     Units Scale Factor Converg.
 JF1298;SPC KS S     -   555,458.909   455,596.628   MT  0.99993924   +0 23 21.7
 JF1298;UTM  14      - 4,213,709.106   599,439.247   MT  0.99972178   +0 41 56.4
 JF1298
 JF1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1298!SPC KS S     -   0.99993171  x   0.99993924  =   0.99987096
 JF1298!UTM  14      -   0.99993171  x   0.99972178  =   0.99965351
 JF1298
 JF1298:                Primary Azimuth Mark                     Grid Az
 JF1298:SPC KS S     -  HUTCHINSON TV STA KTVH MAST              093 14 08.7
 JF1298:UTM  14      -  HUTCHINSON TV STA KTVH MAST              092 55 34.0
 JF1298
 JF1298|---------------------------------------------------------------------|
 JF1298| PID    Reference Object                     Distance      Geod. Az  |
 JF1298|                                                           dddmmss.s |
 JF1298| JF1559 HUTCHINSON TV STA KTVH MAST         APPROX. 9.0 KM 0933730.4 |
 JF1298| JF1562 HUTCHINSON TV STA KPTS MAST         APPROX. 7.9 KM 0974648.4 |
 JF1298| CL4548 HUTCHAIR RM 3                                      1833140.5 |
 JF1298| HF1463 YODER FAA RADAR DOME                APPROX.16.0 KM 1864554.7 |
 JF1298| JF1572 HUTCHINSON DETROITER MOBILE TK      APPROX. 2.7 KM 2155955.1 |
 JF1298| JF1573 HUTCHINSON CAREY SALT CO STACK      APPROX. 3.4 KM 2412747.5 |
 JF1298| JF1574 HUTCHINSON LETT ELEC RAD MST        APPROX. 5.8 KM 2573038.8 |
 JF1298| CL4547 HUTCHAIR RM 2                        13.870 METERS 26040     |
 JF1298| JF1571 HUTCHINSON E MUN TANK               APPROX. 1.6 KM 2683020.6 |
 JF1298| JF1564 AIRPORT BCN HUTCHINSON MUN APT       86.936 METERS 27948     |
 JF1298| JF1577 HUTCHINSON N MUN TANK               APPROX. 7.5 KM 2910507.2 |
 JF1298| CL4546 HUTCHAIR RM 1                        14.725 METERS 35711     |
 JF1298|---------------------------------------------------------------------|
 JF1298
 JF1298                          SUPERSEDED SURVEY CONTROL
 JF1298
 JF1298  NAD 83(1997)-  38 03 56.46167(N)    097 51 59.06261(W) AD(       ) 1
 JF1298  NAD 83(1986)-  38 03 56.46204(N)    097 51 59.06204(W) AD(       ) 1
 JF1298  NAD 27      -  38 03 56.42298(N)    097 51 57.87870(W) AD(       ) 1
 JF1298  NGVD 29 (07/19/86)  463.10   (m)         1519.4    (f) LEVELING    3  
 JF1298
 JF1298.Superseded values are not recommended for survey control.
 JF1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1298.See file dsdata.txt to determine how the superseded data were derived.
 JF1298
 JF1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9943913709(NAD 83)
 JF1298_MARKER: DS = TRIANGULATION STATION DISK
 JF1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1298_SP_SET: CONCRETE POST
 JF1298_STAMPING: HUTCHAIR 1972
 JF1298_MARK LOGO: NGS   
 JF1298_PROJECTION: RECESSED 10 CENTIMETERS
 JF1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1298+STABILITY: SURFACE MOTION
 JF1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1298+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2006
 JF1298
 JF1298  HISTORY     - Date     Condition        Report By
 JF1298  HISTORY     - 1972     MONUMENTED       NGS
 JF1298  HISTORY     - 1973     GOOD             NGS
 JF1298  HISTORY     - 1978     GOOD             NGS
 JF1298  HISTORY     - 1986     GOOD             NGS
 JF1298  HISTORY     - 20060626 GOOD             KSSS
 JF1298
 JF1298                          STATION DESCRIPTION
 JF1298
 JF1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1298'THE STATION IS ABOUT 3.5 MILES EAST AND ABOUT 0.5 MILE NORTH
 JF1298'OF THE CENTER OF HUTCHINSON, IN THE NORTHWEST 1/4 OF SECTION 10,
 JF1298'T 23 S., R 5 W., ON THE PROPERTY OF THE CITY OF HUTCHINSON.
 JF1298'MR. BILL SHEPARD WITH THE DIVISION OF PUBLIC WORKS WAS CONTACTED
 JF1298'AND PERMISSION WAS GRANTED BY HIM.
 JF1298'
 JF1298'TO REACH THE STATION FROM THE INTERSECTION OF 4TH AVENUE
 JF1298'AND MAIN STREET, GO EAST ON 4TH AVENUE FOR 3.6 MILES, TURN LEFT
 JF1298'AND GO NORTH ON AIRPORT ROAD FOR 0.35 MILE TO REFERENCE MARK 3
 JF1298'ON THE RIGHT, CONTINUE NORTH FOR 0.20 MILE, TURN RIGHT INTO
 JF1298'THE AIRPORT TERMINAL AND CONTINUE NORTHEAST FOR 0.05 MILE
 JF1298'TO THE STATION ON THE LEFT INSIDE THE FENCE.
 JF1298'
 JF1298'STATION MARKS ARE STANDARD DISKS, STAMPED HUTCHAIR 1972.  THE
 JF1298'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JF1298'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 28.8 FEET
 JF1298'SOUTHWEST OF THE WEST EDGE OF A CONCRETE TAXIWAY, 23.1 FEET
 JF1298'NORTHWEST OF THE NORTHEAST CORNER OF THE CHAIN LINK FENCE AND
 JF1298'11.7 FEET NORTH OF THE CENTER OF A MANHOLE.  THE UNDERGROUND MARK
 JF1298'IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 JF1298'GROUND SURFACE.
 JF1298'
 JF1298'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HUTCHAIR NO 1 1972,
 JF1298'CEMENTED IN A DRILL HOLE IN A CONCRETE TAXIWAY.  IT IS 61.6
 JF1298'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CHAIN LINK
 JF1298'FENCE, 56.0 FEET SOUTHEAST OF THE EAST EDGE OF A CONCRETE
 JF1298'TAXIWAY AND 18.9 FEET NORTHEAST OF THE WEST EDGE OF A CONCRETE
 JF1298'TAXIWAY AND THE SAME ELEVATION AS THE STATION.
 JF1298'
 JF1298'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HUTCHAIR NO 2 1972,
 JF1298'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 49.9 FEET
 JF1298'SOUTHWEST OF A CONCRETE TAXIWAY, 17.4 FEET NORTHWEST OF THE
 JF1298'NORTHEAST CORNER OF A CONCRETE BUILDING, 2.1 FEET SOUTHEAST OF THE
 JF1298'SOUTHEAST CORNER OF A METAL BUILDING AND THE SAME ELEVATION
 JF1298'AS THE STATION.
 JF1298'
 JF1298'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HUTCHAIR NO 3 1972,
 JF1298'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1298'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 45.5
 JF1298'FEET EAST OF THE CENTER OF AIRPORT ROAD, 29.0 FEET NORTH OF THE
 JF1298'NORTHEAST CORNER OF A SMALL CONCRETE BUILDING, 1.7 FEET SOUTH
 JF1298'OF THE WITNESS POST AND 1.7 FEET NORTH OF A POWER LINE POLE.
 JF1298'
 JF1298'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 JF1298
 JF1298                          STATION RECOVERY (1973)
 JF1298
 JF1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (FBM)
 JF1298'THE STATION AND RM 1 AND 2 RECOVERED AS DESCRIBED.  RM 3 NOT
 JF1298'SEARCHED FOR.
 JF1298'
 JF1298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HUTCHINSON
 JF1298'MUNICIPAL AIRPORT.
 JF1298
 JF1298                          STATION RECOVERY (1978)
 JF1298
 JF1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 JF1298'THE STATION AND REFERENCE MARKS 1,2, AND 3 WERE RECOVERED AS
 JF1298'DESCRIBED IN GOOD CONDITION.
 JF1298'
 JF1298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MI. EAST AND
 JF1298'0.5 MI. NORTH OF CENTER OF HUTCHINSON.
 JF1298
 JF1298                          STATION RECOVERY (1986)
 JF1298
 JF1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1298'7.5 KM (4.65 MI) NE FROM HUTCHINSON.
 JF1298'2.2 KM (1.35 MI) NORTHERLY ALONG STATE HIGHWAY 61 FROM ITS JUNCTION
 JF1298'WITH U.S. HIGHWAY 50 IN HUTCHINSON, THENCE 3.1 KM (1.95 MI)
 JF1298'NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD, THENCE 2.2 KM (1.35
 JF1298'MI) SOUTHEASTERLY ALONG 17TH AVENUE, AT THE HUTCHINSON MINICIPAL
 JF1298'AIRPORT, 85.0 M (278.9 FT) NORTHEAST OF THE CENTERLINE OF THE AVENUE,
 JF1298'22.3 M (73.2 FT) NORTH OF THE NORTH FACE OF THE AIRPORT TERMINAL, 14.1
 JF1298'M (46.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE METAL
 JF1298'BUILDING, 14.0 M (45.9 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE
 JF1298'APRON, 7.1 M (23.3 FT) NORTHWEST OF THE CORNER OF A CHAIN LINK FENCE,
 JF1298'6.3 M (20.7 FT) NORTH OF A FENCE, AND 3.4 M (11.2 FT) WEST OF THE WEST
 JF1298'EDGE OF A CONCRETE APRON.
 JF1298'THE MARK IS ABOVE LEVEL WITH THE APRON.
 JF1298
 JF1298                          STATION RECOVERY (2006)
 JF1298
 JF1298'RECOVERY NOTE BY KANSAS SOCIETY OF SURVEYORS 2006 (LPD)
 JF1298'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0940 ***********************************************************************
 HF0940  DESIGNATION -  HUTCHINSON
 HF0940  PID         -  HF0940
 HF0940  STATE/COUNTY-  KS/RENO
 HF0940  USGS QUAD   -  ELMER (1961)
 HF0940
 HF0940                         *CURRENT SURVEY CONTROL
 HF0940  ___________________________________________________________________
 HF0940* NAD 83(1986)-  37 55 45.     (N)    097 53 48.     (W)     SCALED    
 HF0940* NAVD 88     -       476.505  (meters)    1563.33   (feet)  ADJUSTED  
 HF0940  ___________________________________________________________________
 HF0940  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 HF0940  DYNAMIC HT  -         476.140 (meters)    1562.14  (feet)  COMP
 HF0940  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 HF0940
 HF0940  VERT ORDER  -  SECOND    CLASS 0
 HF0940
 HF0940.The horizontal coordinates were scaled from a topographic map and have
 HF0940.an estimated accuracy of +/- 6 seconds.
 HF0940
 HF0940.The orthometric height was determined by differential leveling
 HF0940.and adjusted by the National Geodetic Survey in June 1991..
 HF0940
 HF0940.The geoid height was determined by GEOID03.
 HF0940
 HF0940.The dynamic height is computed by dividing the NAVD 88
 HF0940.geopotential number by the normal gravity value computed on the
 HF0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0940.degrees latitude (g = 980.6199 gals.).
 HF0940
 HF0940.The modeled gravity was interpolated from observed gravity values.
 HF0940
 HF0940;                    North         East    Units  Estimated Accuracy
 HF0940;SPC KS S     -   540,290.      453,040.      MT  (+/- 180 meters Scaled)
 HF0940
 HF0940                          SUPERSEDED SURVEY CONTROL
 HF0940
 HF0940  NGVD 29 (??/??/92)  476.356  (m)         1562.84   (f) ADJ UNCH    2 0
 HF0940
 HF0940.Superseded values are not recommended for survey control.
 HF0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0940.See file dsdata.txt to determine how the superseded data were derived.
 HF0940
 HF0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG969985(NAD 83)
 HF0940_MARKER: Z = SEE DESCRIPTION
 HF0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0940+STABILITY: SURFACE MOTION
 HF0940
 HF0940  HISTORY     - Date     Condition        Report By
 HF0940  HISTORY     - UNK      MONUMENTED       DOD
 HF0940  HISTORY     - 1953     GOOD             NGS
 HF0940
 HF0940                          STATION DESCRIPTION
 HF0940
 HF0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HF0940'2 MI SE FROM YODER.
 HF0940'0.1 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT YODER,
 HF0940'THENCE 0.9 MILE WEST ALONG AN OILED ROAD, THENCE 1.0 MILE SOUTH
 HF0940'ALONG AN OILED ROAD, AT THE HUTCHINSON NAVAL AIR STATION,
 HF0940'50 FEET SOUTHEAST OF THE CENTER LINE OF ESSEX ROAD, 25 FEET
 HF0940'NORTHWEST OF THE NORTH CORNER OF BUILDING 504, 10.4 FEET SOUTHEAST
 HF0940'OF A POWER POLE, 12.8 FEET NORTHWEST OF THE NORTHWEST EDGE
 HF0940'OF A SIDEWALK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF0940'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1294 ***********************************************************************
 JF1294  DESIGNATION -  HUTCHINSON
 JF1294  PID         -  JF1294
 JF1294  STATE/COUNTY-  KS/RENO
 JF1294  USGS QUAD   -  HUTCHINSON (1978)
 JF1294
 JF1294                         *CURRENT SURVEY CONTROL
 JF1294  ___________________________________________________________________
 JF1294* NAD 83(1997)-  38 02 19.12101(N)    097 55 51.27639(W)     ADJUSTED  
 JF1294* NAVD 88     -       465.220  (meters)    1526.31   (feet)  ADJUSTED  
 JF1294  ___________________________________________________________________
 JF1294  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 JF1294  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF1294  DYNAMIC HT  -         464.860 (meters)    1525.13  (feet)  COMP
 JF1294  MODELED GRAV-     979,840.7   (mgal)                       NAVD 88
 JF1294
 JF1294  HORZ ORDER  -  FIRST
 JF1294  VERT ORDER  -  FIRST     CLASS II
 JF1294
 JF1294.The horizontal coordinates were established by classical geodetic methods
 JF1294.and adjusted by the National Geodetic Survey in October 1998..
 JF1294
 JF1294.The orthometric height was determined by differential leveling
 JF1294.and adjusted by the National Geodetic Survey in June 1991..
 JF1294
 JF1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1294
 JF1294.The geoid height was determined by GEOID03.
 JF1294
 JF1294.The dynamic height is computed by dividing the NAVD 88
 JF1294.geopotential number by the normal gravity value computed on the
 JF1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1294.degrees latitude (g = 980.6199 gals.).
 JF1294
 JF1294.The modeled gravity was interpolated from observed gravity values.
 JF1294
 JF1294;                    North         East     Units Scale Factor Converg.
 JF1294;SPC KS S     -   552,421.642   449,954.924   MT  0.99993814   +0 20 59.0
 JF1294;UTM  14      - 4,210,642.108   593,815.282   MT  0.99970840   +0 39 31.7
 JF1294
 JF1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1294!SPC KS S     -   0.99993140  x   0.99993814  =   0.99986954
 JF1294!UTM  14      -   0.99993140  x   0.99970840  =   0.99963982
 JF1294
 JF1294:                Primary Azimuth Mark                     Grid Az
 JF1294:SPC KS S     -  HUTCHINSON ST TERESAS CATH CH            006 08 34.1
 JF1294:UTM  14      -  HUTCHINSON ST TERESAS CATH CH            005 50 01.4
 JF1294
 JF1294|---------------------------------------------------------------------|
 JF1294| PID    Reference Object                     Distance      Geod. Az  |
 JF1294|                                                           dddmmss.s |
 JF1294| JF1569 HUTCHINSON ST TERESAS CATH CH       APPROX. 2.2 KM 0062933.1 |
 JF1294| CL4549 HUTCHINSON RM 1                      19.449 METERS 06529     |
 JF1294| JF1567 S HUTCHINSON E MUN TANK             APPROX. 1.2 KM 2101423.2 |
 JF1294| JF1566 HUTCHINSON MORTON SALT STACK        APPROX. 2.1 KM 2750413.7 |
 JF1294| CL4550 HUTCHINSON RM 2                      17.513 METERS 30524     |
 JF1294| CL4551 HUTCHINSON RM 3                                    3095546.2 |
 JF1294| JF1568 HUTCHINSON RAD STA KWBW MAST        APPROX. 4.8 KM 3214022.1 |
 JF1294|---------------------------------------------------------------------|
 JF1294
 JF1294                          SUPERSEDED SURVEY CONTROL
 JF1294
 JF1294  NAD 83(1997)-  38 02 19.12957(N)    097 55 51.27672(W) AD(       ) 1
 JF1294  NAD 83(1986)-  38 02 19.12980(N)    097 55 51.27600(W) AD(       ) 1
 JF1294  NAD 27      -  38 02 19.08900(N)    097 55 50.08500(W) AD(       ) 1
 JF1294  NGVD 29 (07/19/86)  465.4    (m)         1527.     (f) VERT ANG       
 JF1294
 JF1294.Superseded values are not recommended for survey control.
 JF1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1294.See file dsdata.txt to determine how the superseded data were derived.
 JF1294
 JF1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9381510642(NAD 83)
 JF1294_MARKER: DS = TRIANGULATION STATION DISK
 JF1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1294_SP_SET: CONCRETE POST
 JF1294_STAMPING: HUTCHINSON 1953
 JF1294_MARK LOGO: CGS   
 JF1294_PROJECTION: RECESSED 5 CENTIMETERS
 JF1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1294+STABILITY: SURFACE MOTION
 JF1294
 JF1294  HISTORY     - Date     Condition        Report By
 JF1294  HISTORY     - 1953     MONUMENTED       CGS
 JF1294  HISTORY     - 1958     GOOD             CGS
 JF1294  HISTORY     - 1959     GOOD             USGS
 JF1294  HISTORY     - 1972     GOOD             NGS
 JF1294  HISTORY     - 1986     GOOD             NGS
 JF1294
 JF1294                          STATION DESCRIPTION
 JF1294
 JF1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JF1294'THE STATION IS LOCATED IN THE CITY OWNED PARK OF HUTCHINSON,
 JF1294'ABOUT 1/4 MILE EAST OF THE ARKANSAS RIVER, 81 FEET NORTH OF THE
 JF1294'NORTHWEST CORNER OF A FISH POOL AND 68 FEET SOUTH OF A ROCK WALL.
 JF1294'
 JF1294'TO REACH THE STATION FROM THE MISSOURI PACIFIC RAILROAD DEPOT ON
 JF1294'SOUTH MAIN STREET IN HUTCHINSON, GO SOUTH ON SOUTH MAIN STREET FOR
 JF1294'0.7 MILE TO THE ENTRANCE OF THE PARK, TURN LEFT AND GO EAST ON
 JF1294'SOUTH SIDE OF ROCK WALL FOR 0.05 MILE TO THE STATION ON THE
 JF1294'RIGHT.
 JF1294'
 JF1294'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JF1294'STAMPED HUTCHINSON 1953.
 JF1294'
 JF1294'REFERENCE MARK 1 IS 58 FEET WEST OF THE NORTH END OF A STONE
 JF1294'FIREPLACE AND 42 FEET SOUTH OF THE ROCK WALL.  THE MARK IS FLUSH
 JF1294'WITH THE GROUND AND THE DISK IS STAMPED HUTCHINSON NO 1 1953.
 JF1294'
 JF1294'REFERENCE MARK 2 IS 34 FEET SOUTH OF THE ROCK WALL AND 17 FEET
 JF1294'SOUTH OF THE CENTER OF A ROAD.  THE MARK IS FLUSH WITH THE GROUND
 JF1294'AND THE DISK IS STAMPED HUTCHINSON NO 2 1953.
 JF1294'
 JF1294'THERE WAS NO AZIMUTH MARK SET AT THIS STATION BECAUSE NO SUITABLE
 JF1294'PLACE COULD BE FOUND.
 JF1294
 JF1294                          STATION RECOVERY (1958)
 JF1294
 JF1294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 JF1294'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE RECOVERED
 JF1294'IN GOOD CONDITION.  ROAD CHANGES IN THE PARK REQUIRE A NEW
 JF1294'DESCRIPTION WHICH FOLLOWS.
 JF1294'
 JF1294'STATION IS LOCATED IN THE HUTCHINSON CITY PARK IN THE SOUTH PART
 JF1294'OF TOWN, ABOUT 1/4 MILE EAST OF THE ARKANSAS RIVER, 81 FEET NORTH
 JF1294'OF THE NORTHWEST CORNER OF FISH POND AND WADING POOL, 68 FEET
 JF1294'SOUTH OF A SMALL IRON GATE IN A ROCKWALL AT THE NORTH SIDE OF
 JF1294'PARK, 36 FEET WEST OF THE WEST CORNER OF A CONCRETE CURBING
 JF1294'DRAIN, AND 16.5 FEET NORTHWEST OF THE NORTHWEST CURB OF DRIVEWAY
 JF1294'AROUND THE FISH POND AND WADING POOL.  THE MARK IS 3 INCHES
 JF1294'BELOW GROUND LEVEL AND THE DISK IS STAMPED HUTCHINSON
 JF1294'1953.  NOTES 1B AND 7A.
 JF1294'
 JF1294'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 58 FEET WEST
 JF1294'OF THE NORTHWEST END OF A STONE FIREPLACE, 42 FEET SOUTH OF ROCK
 JF1294'WALL, AND 17 FEET NORTH OF NORTH CURB OF DRIVEWAY.  THE MARK IS
 JF1294'3 INCHES BELOW GROUND LEVEL AND THE DISK IS STAMPED HUTCHINSON NO
 JF1294'1 1953.  NOTE 11B.
 JF1294'
 JF1294'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 56 FEET
 JF1294'SOUTHWEST OF THE CENTER OF IRON GATE IN ROCK WALL, AND 34 FEET
 JF1294'SOUTH OF ROCK WALL.  THE MARK IS FLUSH WITH THE GROUND AND THE
 JF1294'DISK IS STAMPED HUTCHINSON NO 2 1953.  NOTE 11B.
 JF1294'
 JF1294'THERE WAS NO AZIMUTH MARK SET AT THIS STATION, BUT THE SOUTH
 JF1294'HUTCHINSON, MUNI., WATER TANK AND HUTCHINSON, MORTON SALT CO.,
 JF1294'STACK ARE VISIBLE FROM THE GROUND AND MAY BE USED AS NATURAL
 JF1294'AZIMUTHS.
 JF1294
 JF1294                          STATION RECOVERY (1959)
 JF1294
 JF1294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JF1294'STATION IS 0.25 MILE EAST OF ARKANSAS RIVER IN ROBINSON PARK,
 JF1294'HUTCHINSON.  IT IS 81 FEET NORTH OF NORTHWEST CORNER OF A FISH
 JF1294'POOL AND ILLUMINATED FOUNTAIN, 68 FEET SOUTH OF ROCK WALL, NORTH
 JF1294'BOUNDARY OF THE PARK, IN CONCRETE POST, A STANDARD TABLET
 JF1294'STAMPED HUTCHISON 1953 (NOT HUTCHINSON) AND 2 INCHES BELOW LAWN
 JF1294'SURFACE.
 JF1294
 JF1294                          STATION RECOVERY (1972)
 JF1294
 JF1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1294'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 JF1294'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 JF1294'CHECKED.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A
 JF1294'NEW DESCRIPTION FOLLOWS-
 JF1294'
 JF1294'THE STATION IS LOCATED IN HUTCHINSON IN THE NORTH PART OF CAREY
 JF1294'PARK ABOUT 1/4 MILE EAST OF THE ARKANSAS RIVER.
 JF1294'
 JF1294'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND AVENUE
 JF1294'A IN HUTCHINSON, GO SOUTH ON MAIN STREET FOR 0.85 MILE TO THE
 JF1294'ENTRANCE OF CAREY PARK, CONTINUE SOUTH AND SOUTHEAST FOR 0.05
 JF1294'MILE TO THE STATION ON THE LEFT.
 JF1294'
 JF1294'STATION MARKS ARE STANDARD DISKS, STAMPED HUTCHISON 1953.  THE
 JF1294'SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE
 JF1294'MONUMENT, THAT IS 2 INCHES UNDERGROUND.  IT IS 140.0 FEET
 JF1294'NORTHEAST OF THE CENTER OF MAIN STREET, 121.0 FEET SOUTHWEST OF
 JF1294'THE NORTHWEST CORNER OF A STONE FIREPLACE, 68.5 FEET SOUTH OF A
 JF1294'ROCK FENCE AND 28.0 FEET NORTHWEST OF A PAVED DRIVEWAY.  THE
 JF1294'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE.
 JF1294'NOTE- 1B 7A
 JF1294'
 JF1294'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HUTCHISON NO 1 1953,
 JF1294'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, THAT IS 3
 JF1294'INCHES UNDERGROUND.  IT IS 58.4 FEET SOUTHWEST OF THE NORTHWEST
 JF1294'CORNER OF THE STONE FIREPLACE, 42.0 FEET SOUTHEAST OF THE ROCK
 JF1294'FENCE, 27.0 FEET NORTH-NORTHWEST OF THE PAVED DRIVEWAY AND
 JF1294'ABOUT THE SAME ELEVATION AS THE STATION.  NOTE- 11B
 JF1294'
 JF1294'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HUTCHISON NO 2
 JF1294'1953, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT, THAT IS
 JF1294'FLUSH WITH THE GROUND.  IT IS 129.0 FEET NORTHEAST OF THE CENTER
 JF1294'OF THE STREET, 80.0 FEET NORTHWEST OF THE PAVED DRIVEWAY, 34.4
 JF1294'FEET SOUTH OF THE ROCK FENCE, AND ABOUT THE SAME ELEVATION AS
 JF1294'THE STATION.  NOTE- 11B
 JF1294'
 JF1294'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED HUTCHISON NO 3 1953,
 JF1294'1972, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1294'THAT PROJECTS 1 INCH.  IT IS 137.0 FEET NORTHWEST ALONG THE TOP
 JF1294'OF THE LEVEE FROM THE PROJECTED CENTER OF A NORTH-SOUTH STREET,
 JF1294'126.0 FEET SOUTHEAST OF A POWER LINE POLE AND 78.0 FEET SOUTH OF
 JF1294'A WIRE FENCE.  NOTE- 11B
 JF1294'
 JF1294'TO REACH REFERENCE MARK 3 FROM THE ENTRANCE OF CAREY PARK, GO
 JF1294'NORTH ON MAIN STREET FOR 0.05 MILE TO THE JUNCTION WITH STATE
 JF1294'HIGHWAY 96, TURN LEFT AND GO SOUTH ON HIGHWAY 96 FOR 0.05 MILE
 JF1294'TO THE NORTH END OF A BRIDGE, TURN RIGHT AND GO NORTHWEST ALONG
 JF1294'TOP OF LEVEE FOR 0.1 MILE TO THE MARK.
 JF1294'
 JF1294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN HUTCHINSON.
 JF1294'
 JF1294'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 JF1294
 JF1294                          STATION RECOVERY (1986)
 JF1294
 JF1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1294'IN HUTCHINSON.
 JF1294'IN HUTCHINSON, AT THE INTERSECTION OF MAIN STREET AND THE CAREY PARK
 JF1294'ENTRANCE ROAD, 42.7 M (140.1 FT) NORTHEAST OF THE CENTER OF MAIN
 JF1294'STREET, 20.9 M (68.6 FT) SOUTH OF A ROCK FENCE, AND 8.5 M (27.9 FT)
 JF1294'NORTHWEST OF THE CENTER OF THE ENTRANCE ROAD.
 JF1294'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JF1294'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1573 ***********************************************************************
 JF1573  DESIGNATION -  HUTCHINSON CAREY SALT CO STACK
 JF1573  PID         -  JF1573
 JF1573  STATE/COUNTY-  KS/RENO
 JF1573  USGS QUAD   -  HUTCHINSON (1978)
 JF1573
 JF1573                         *CURRENT SURVEY CONTROL
 JF1573  ___________________________________________________________________
 JF1573* NAD 83(1997)-  38 03 04.40340(N)    097 54 00.06745(W)     ADJUSTED  
 JF1573* NAVD 88     -                                                        
 JF1573  ___________________________________________________________________
 JF1573  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JF1573  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF1573
 JF1573  HORZ ORDER  -  THIRD
 JF1573
 JF1573.The horizontal coordinates were established by classical geodetic methods
 JF1573.and adjusted by the National Geodetic Survey in October 1998..
 JF1573
 JF1573
 JF1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1573
 JF1573.The geoid height was determined by GEOID03.
 JF1573
 JF1573;                    North         East     Units Scale Factor Converg.
 JF1573;SPC KS S     -   553,834.701   452,657.559   MT  0.99993863   +0 22 07.3
 JF1573;UTM  14      - 4,212,069.409   596,509.641   MT  0.99971471   +0 40 41.0
 JF1573
 JF1573                          SUPERSEDED SURVEY CONTROL
 JF1573
 JF1573  NAD 83(1997)-  38 03 04.41203(N)    097 54 00.06778(W) AD(       ) 4
 JF1573  NAD 83(1986)-  38 03 04.41227(N)    097 54 00.06696(W) AD(       ) 4
 JF1573  NAD 27      -  38 03 04.37302(N)    097 53 58.87896(W) AD(       ) 3
 JF1573
 JF1573.Superseded values are not recommended for survey control.
 JF1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1573.See file dsdata.txt to determine how the superseded data were derived.
 JF1573
 JF1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9651012069(NAD 83)
 JF1573_MARKER: 63 = STACK
 JF1573
 JF1573  HISTORY     - Date     Condition        Report By
 JF1573  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1573  HISTORY     - 1978     GOOD             NGS
 JF1573
 JF1573                          STATION DESCRIPTION
 JF1573
 JF1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1573'THE STATION, HUTCHINSON EAST STACK, IS THE CENTER OF THE TOP OF A 225
 JF1573'FOOT TALL CONCRETE STACK, THAT IS PAINTED WHITE WITH A BLACK RING
 JF1573'AROUND THE TOP.  IT IS LOCATED AT 1800 CAREY BOULEVARD AND IS OWNED
 JF1573'BY THE CAREY SALT COMPANY.
 JF1573
 JF1573                          STATION RECOVERY (1978)
 JF1573
 JF1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 JF1573'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JF1573'
 JF1573'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HUTCHINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1579 ***********************************************************************
 JF1579  DESIGNATION -  HUTCHINSON CO FIRE STA MAST
 JF1579  PID         -  JF1579
 JF1579  STATE/COUNTY-  KS/RENO
 JF1579  USGS QUAD   -  HUTCHINSON (1978)
 JF1579
 JF1579                         *CURRENT SURVEY CONTROL
 JF1579  ___________________________________________________________________
 JF1579* NAD 83(1997)-  38 03 29.30363(N)    097 58 41.12969(W)     ADJUSTED  
 JF1579* NAVD 88     -                                                        
 JF1579  ___________________________________________________________________
 JF1579  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 JF1579  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 JF1579
 JF1579  HORZ ORDER  -  THIRD
 JF1579
 JF1579.The horizontal coordinates were established by classical geodetic methods
 JF1579.and adjusted by the National Geodetic Survey in October 1998..
 JF1579
 JF1579
 JF1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1579
 JF1579.The geoid height was determined by GEOID03.
 JF1579
 JF1579;                    North         East     Units Scale Factor Converg.
 JF1579;SPC KS S     -   554,561.157   445,801.249   MT  0.99993891   +0 19 14.6
 JF1579;UTM  14      - 4,212,758.680   589,651.101   MT  0.99969899   +0 37 48.0
 JF1579
 JF1579                          SUPERSEDED SURVEY CONTROL
 JF1579
 JF1579  NAD 83(1997)-  38 03 29.31214(N)    097 58 41.13011(W) AD(       ) 4
 JF1579  NAD 83(1986)-  38 03 29.31218(N)    097 58 41.12918(W) AD(       ) 4
 JF1579  NAD 27      -  38 03 29.27140(N)    097 58 39.93224(W) AD(       ) 3
 JF1579
 JF1579.Superseded values are not recommended for survey control.
 JF1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1579.See file dsdata.txt to determine how the superseded data were derived.
 JF1579
 JF1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8965112759(NAD 83)
 JF1579_MARKER: 42 = RADIO/TV MAST
 JF1579
 JF1579  HISTORY     - Date     Condition        Report By
 JF1579  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1579
 JF1579                          STATION DESCRIPTION
 JF1579
 JF1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1579'THE STATION, HUTCHINSON COUNTY FIRE STATION RADIO MAST KBG 643,
 JF1579'IS THE LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST, THAT IS PAINTED
 JF1579'RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 290 FEET
 JF1579'AND ON THE NORTH SIDE OF THE RENO COUNTY NO 1 FIRE STATION, 1900
 JF1579'WEST FOURTH STREET IN HUTCHINSON.  THE MAST IS THE PROPERTY OF
 JF1579'RENO COUNTY.
 JF1579'
 JF1579'TO REACH THE STATION FROM THE JUNCTION OF NORTH MAIN AND WEST
 JF1579'4TH STREET IN HUTCHINSON, GO WEST ON WEST 4TH STREET (OLD U.S.
 JF1579'HIGHWAY 50) FOR 2.55 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1572 ***********************************************************************
 JF1572  DESIGNATION -  HUTCHINSON DETROITER MOBILE TK
 JF1572  PID         -  JF1572
 JF1572  STATE/COUNTY-  KS/RENO
 JF1572  USGS QUAD   -  HUTCHINSON (1978)
 JF1572
 JF1572                         *CURRENT SURVEY CONTROL
 JF1572  ___________________________________________________________________
 JF1572* NAD 83(1997)-  38 02 45.39976(N)    097 53 04.33345(W)     ADJUSTED  
 JF1572* NAVD 88     -                                                        
 JF1572  ___________________________________________________________________
 JF1572  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JF1572  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 JF1572
 JF1572  HORZ ORDER  -  THIRD
 JF1572
 JF1572.The horizontal coordinates were established by classical geodetic methods
 JF1572.and adjusted by the National Geodetic Survey in October 1998..
 JF1572
 JF1572
 JF1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1572
 JF1572.The geoid height was determined by GEOID03.
 JF1572
 JF1572;                    North         East     Units Scale Factor Converg.
 JF1572;SPC KS S     -   553,257.675   454,020.161   MT  0.99993842   +0 22 41.6
 JF1572;UTM  14      - 4,211,499.873   597,875.035   MT  0.99971798   +0 41 15.0
 JF1572
 JF1572                          SUPERSEDED SURVEY CONTROL
 JF1572
 JF1572  NAD 83(1997)-  38 02 45.40840(N)    097 53 04.33378(W) AD(       ) 4
 JF1572  NAD 83(1986)-  38 02 45.40866(N)    097 53 04.33286(W) AD(       ) 4
 JF1572  NAD 27      -  38 02 45.36931(N)    097 53 03.14707(W) AD(       ) 3
 JF1572
 JF1572.Superseded values are not recommended for survey control.
 JF1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1572.See file dsdata.txt to determine how the superseded data were derived.
 JF1572
 JF1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9787511500(NAD 83)
 JF1572_MARKER: 53 = ELEVATED TANK
 JF1572
 JF1572  HISTORY     - Date     Condition        Report By
 JF1572  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1572
 JF1572                          STATION DESCRIPTION
 JF1572
 JF1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1572'THE STATION, HUTCHINSON EAST TANK, IS THE BALL AT THE APEX
 JF1572'OF AN ELEVATED WATER TANK, SUPPORTED BY FOUR LEGS AND PAINTED
 JF1572'SILVER.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 140 FEET,
 JF1572'IS OWNED BY THE DETROITER MOBILE HOME MANUFACTURING COMPANY,
 JF1572'AND IS LOCATED AT THE FACTORY AT 400 SOUTH HALSTEAD STREET IN
 JF1572'HUTCHINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1571 ***********************************************************************
 JF1571  DESIGNATION -  HUTCHINSON E MUN TANK
 JF1571  PID         -  JF1571
 JF1571  STATE/COUNTY-  KS/RENO
 JF1571  USGS QUAD   -  HUTCHINSON (1978)
 JF1571
 JF1571                         *CURRENT SURVEY CONTROL
 JF1571  ___________________________________________________________________
 JF1571* NAD 83(1997)-  38 03 55.11703(N)    097 53 03.60244(W)     ADJUSTED  
 JF1571* NAVD 88     -                                                        
 JF1571  ___________________________________________________________________
 JF1571  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 JF1571  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 JF1571
 JF1571  HORZ ORDER  -  THIRD
 JF1571
 JF1571.The horizontal coordinates were established by classical geodetic methods
 JF1571.and adjusted by the National Geodetic Survey in October 1998..
 JF1571
 JF1571
 JF1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1571
 JF1571.The geoid height was determined by GEOID03.
 JF1571
 JF1571;                    North         East     Units Scale Factor Converg.
 JF1571;SPC KS S     -   555,407.182   454,023.790   MT  0.99993923   +0 22 42.0
 JF1571;UTM  14      - 4,213,648.894   597,867.057   MT  0.99971796   +0 41 16.5
 JF1571
 JF1571                          SUPERSEDED SURVEY CONTROL
 JF1571
 JF1571  NAD 83(1997)-  38 03 55.12568(N)    097 53 03.60280(W) AD(       ) 4
 JF1571  NAD 83(1986)-  38 03 55.12599(N)    097 53 03.60203(W) AD(       ) 4
 JF1571  NAD 27      -  38 03 55.08486(N)    097 53 02.41093(W) AD(       ) 3
 JF1571
 JF1571.Superseded values are not recommended for survey control.
 JF1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1571.See file dsdata.txt to determine how the superseded data were derived.
 JF1571
 JF1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9786713649(NAD 83)
 JF1571_MARKER: 51 = TANK
 JF1571
 JF1571  HISTORY     - Date     Condition        Report By
 JF1571  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1571  HISTORY     - 1978     GOOD             NGS
 JF1571
 JF1571                          STATION DESCRIPTION
 JF1571
 JF1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1571'THE STATION, HUTCHINSON MUNICIPAL EAST TANK, IS THE CENTER OF THE TOP
 JF1571'OF A PEDESTAL SPHERE WATER TANK THAT HAS AN OVERALL HEIGHT OF 168
 JF1571'FEET AND IS PAINTED WHITE.  IT IS LOCATED AT THE JUNCTION OF 11TH AND
 JF1571'HALSTEAD STREETS IN HUTCHINSON.
 JF1571
 JF1571                          STATION RECOVERY (1978)
 JF1571
 JF1571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 JF1571'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JF1571'
 JF1571'AIRLINE DIRECTION FROM NEAREST TOWN--IN HUTCHINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0736 ***********************************************************************
 JG0736  DESIGNATION -  HUTCHINSON HWY DEPT RAD MAST
 JG0736  PID         -  JG0736
 JG0736  STATE/COUNTY-  KS/RENO
 JG0736  USGS QUAD   -  YAGGY (1983)
 JG0736
 JG0736                         *CURRENT SURVEY CONTROL
 JG0736  ___________________________________________________________________
 JG0736* NAD 83(1997)-  38 03 28.57800(N)    098 01 26.45912(W)     ADJUSTED  
 JG0736* NAVD 88     -                                                        
 JG0736  ___________________________________________________________________
 JG0736  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 JG0736  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 JG0736
 JG0736  HORZ ORDER  -  THIRD
 JG0736
 JG0736.The horizontal coordinates were established by classical geodetic methods
 JG0736.and adjusted by the National Geodetic Survey in October 1998..
 JG0736
 JG0736
 JG0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0736
 JG0736.The geoid height was determined by GEOID03.
 JG0736
 JG0736;                    North         East     Units Scale Factor Converg.
 JG0736;SPC KS S     -   554,517.218   441,771.162   MT  0.99993891   +0 17 33.0
 JG0736;UTM  14      - 4,212,693.007   585,622.295   MT  0.99969029   +0 36 06.1
 JG0736
 JG0736                          SUPERSEDED SURVEY CONTROL
 JG0736
 JG0736  NAD 83(1997)-  38 03 28.58646(N)    098 01 26.45959(W) AD(       ) 4
 JG0736  NAD 83(1986)-  38 03 28.58641(N)    098 01 26.45867(W) AD(       ) 4
 JG0736  NAD 27      -  38 03 28.54554(N)    098 01 25.25620(W) AD(       ) 3
 JG0736
 JG0736.Superseded values are not recommended for survey control.
 JG0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0736.See file dsdata.txt to determine how the superseded data were derived.
 JG0736
 JG0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8562212693(NAD 83)
 JG0736_MARKER: 42 = RADIO/TV MAST
 JG0736
 JG0736  HISTORY     - Date     Condition        Report By
 JG0736  HISTORY     - 1972     FIRST OBSERVED   NGS
 JG0736
 JG0736                          STATION DESCRIPTION
 JG0736
 JG0736'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1574 ***********************************************************************
 JF1574  DESIGNATION -  HUTCHINSON LETT ELEC RAD MST
 JF1574  PID         -  JF1574
 JF1574  STATE/COUNTY-  KS/RENO
 JF1574  USGS QUAD   -  HUTCHINSON (1978)
 JF1574
 JF1574                         *CURRENT SURVEY CONTROL
 JF1574  ___________________________________________________________________
 JF1574* NAD 83(1997)-  38 03 15.75669(N)    097 55 51.06147(W)     ADJUSTED  
 JF1574* NAVD 88     -                                                        
 JF1574  ___________________________________________________________________
 JF1574  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JF1574  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF1574
 JF1574  HORZ ORDER  -  THIRD
 JF1574
 JF1574.The horizontal coordinates were established by classical geodetic methods
 JF1574.and adjusted by the National Geodetic Survey in October 1998..
 JF1574
 JF1574
 JF1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1574
 JF1574.The geoid height was determined by GEOID03.
 JF1574
 JF1574;                    North         East     Units Scale Factor Converg.
 JF1574;SPC KS S     -   554,167.759   449,949.505   MT  0.99993876   +0 20 59.1
 JF1574;UTM  14      - 4,212,387.769   593,800.444   MT  0.99970836   +0 39 32.7
 JF1574
 JF1574                          SUPERSEDED SURVEY CONTROL
 JF1574
 JF1574  NAD 83(1997)-  38 03 15.76527(N)    097 55 51.06184(W) AD(       ) 4
 JF1574  NAD 83(1986)-  38 03 15.76541(N)    097 55 51.06099(W) AD(       ) 4
 JF1574  NAD 27      -  38 03 15.72539(N)    097 55 49.87053(W) AD(       ) 3
 JF1574
 JF1574.Superseded values are not recommended for survey control.
 JF1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1574.See file dsdata.txt to determine how the superseded data were derived.
 JF1574
 JF1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9380012388(NAD 83)
 JF1574_MARKER: 42 = RADIO/TV MAST
 JF1574
 JF1574  HISTORY     - Date     Condition        Report By
 JF1574  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1574
 JF1574                          STATION DESCRIPTION
 JF1574
 JF1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1574'THE STATION, HUTCHINSON LETT ELECTRONIC RADIO MAST KSN 713, IS
 JF1574'THE LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST, PAINTED RED AND
 JF1574'WHITE.  THE MAST HAS AN OVERALL HEIGHT OF 150 FEET AND IS LOCATED
 JF1574'ATOP THE HILTON INN AT 508 EAST 4TH STREET.  THE MAST IS THE
 JF1574'PROPERTY OF LETT ELECTRONIC COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1566 ***********************************************************************
 JF1566  DESIGNATION -  HUTCHINSON MORTON SALT STACK
 JF1566  PID         -  JF1566
 JF1566  STATE/COUNTY-  KS/RENO
 JF1566  USGS QUAD   -  HUTCHINSON (1978)
 JF1566
 JF1566                         *CURRENT SURVEY CONTROL
 JF1566  ___________________________________________________________________
 JF1566* NAD 83(1997)-  38 02 25.11440(N)    097 57 16.80913(W)     ADJUSTED  
 JF1566* NAVD 88     -                                                        
 JF1566  ___________________________________________________________________
 JF1566  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 JF1566  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF1566
 JF1566  HORZ ORDER  -  THIRD
 JF1566
 JF1566.The horizontal coordinates were established by classical geodetic methods
 JF1566.and adjusted by the National Geodetic Survey in October 1998..
 JF1566
 JF1566
 JF1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1566
 JF1566.The geoid height was determined by GEOID03.
 JF1566
 JF1566;                    North         East     Units Scale Factor Converg.
 JF1566;SPC KS S     -   552,593.955   447,868.285   MT  0.99993820   +0 20 06.4
 JF1566;UTM  14      - 4,210,803.125   591,728.229   MT  0.99970363   +0 38 39.1
 JF1566
 JF1566                          SUPERSEDED SURVEY CONTROL
 JF1566
 JF1566  NAD 83(1997)-  38 02 25.12297(N)    097 57 16.80948(W) AD(       ) 4
 JF1566  NAD 83(1986)-  38 02 25.12308(N)    097 57 16.80858(W) AD(       ) 4
 JF1566  NAD 27      -  38 02 25.08107(N)    097 57 15.60750(W) AD(       ) 3
 JF1566
 JF1566.Superseded values are not recommended for survey control.
 JF1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1566.See file dsdata.txt to determine how the superseded data were derived.
 JF1566
 JF1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9172810803(NAD 83)
 JF1566_MARKER: 63 = STACK
 JF1566
 JF1566  HISTORY     - Date     Condition        Report By
 JF1566  HISTORY     - 1953     FIRST OBSERVED   CGS
 JF1566  HISTORY     - 1972     GOOD             NGS
 JF1566
 JF1566                          STATION DESCRIPTION
 JF1566
 JF1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JF1566'THE STATION IS LOCATED JUST WEST OF THE ARKANSAS RIVER IN THE
 JF1566'WEST EDGE OF HUTCHINSON.  THE STACK IS CONSTRUCTED OF RED BRICK
 JF1566'AND IS ABOUT 125 FEET HIGH.  THE POINT INTERSECTED WAS THE
 JF1566'TOP CENTER.
 JF1566
 JF1566                          STATION RECOVERY (1972)
 JF1566
 JF1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1566'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.M. IN 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1577 ***********************************************************************
 JF1577  DESIGNATION -  HUTCHINSON N MUN TANK
 JF1577  PID         -  JF1577
 JF1577  STATE/COUNTY-  KS/RENO
 JF1577  USGS QUAD   -  HUTCHINSON (1978)
 JF1577
 JF1577                         *CURRENT SURVEY CONTROL
 JF1577  ___________________________________________________________________
 JF1577* NAD 83(1997)-  38 05 23.38506(N)    097 56 44.65279(W)     ADJUSTED  
 JF1577* NAVD 88     -                                                        
 JF1577  ___________________________________________________________________
 JF1577  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 JF1577  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF1577
 JF1577  HORZ ORDER  -  THIRD
 JF1577
 JF1577.The horizontal coordinates were established by classical geodetic methods
 JF1577.and adjusted by the National Geodetic Survey in October 1998..
 JF1577
 JF1577
 JF1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1577
 JF1577.The geoid height was determined by GEOID03.
 JF1577
 JF1577;                    North         East     Units Scale Factor Converg.
 JF1577;SPC KS S     -   558,094.712   448,619.667   MT  0.99994042   +0 20 26.2
 JF1577;UTM  14      - 4,216,306.568   592,449.723   MT  0.99970526   +0 39 01.5
 JF1577
 JF1577                          SUPERSEDED SURVEY CONTROL
 JF1577
 JF1577  NAD 83(1997)-  38 05 23.39363(N)    097 56 44.65323(W) AD(       ) 4
 JF1577  NAD 83(1986)-  38 05 23.39363(N)    097 56 44.65240(W) AD(       ) 4
 JF1577  NAD 27      -  38 05 23.35494(N)    097 56 43.45975(W) AD(       ) 3
 JF1577
 JF1577.Superseded values are not recommended for survey control.
 JF1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1577.See file dsdata.txt to determine how the superseded data were derived.
 JF1577
 JF1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9245016307(NAD 83)
 JF1577_MARKER: 51 = TANK
 JF1577
 JF1577  HISTORY     - Date     Condition        Report By
 JF1577  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1577
 JF1577                          STATION DESCRIPTION
 JF1577
 JF1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1577'THE STATION, HUTCHINSON MUNICIPAL NORTH TANK, IS THE CENTER OF
 JF1577'THE TOP OF A PEDESTAL-SPHERE WATER TANK THAT IS PAINTED BLUE.  IT
 JF1577'HAS AN OVERALL HEIGHT OF 148 FEET AND IS LOCATED IN AN OPEN FIELD
 JF1577'AT NORTHWEST AVENUE AND TWO LANE PLACE IN THE NORTHWESTERN PART
 JF1577'OF HUTCHINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1568 ***********************************************************************
 JF1568  DESIGNATION -  HUTCHINSON RAD STA KWBW MAST
 JF1568  PID         -  JF1568
 JF1568  STATE/COUNTY-  KS/RENO
 JF1568  USGS QUAD   -  HUTCHINSON (1978)
 JF1568
 JF1568                         *CURRENT SURVEY CONTROL
 JF1568  ___________________________________________________________________
 JF1568* NAD 83(1997)-  38 04 20.03900(N)    097 57 52.21149(W)     ADJUSTED  
 JF1568* NAVD 88     -                                                        
 JF1568  ___________________________________________________________________
 JF1568  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 JF1568  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 JF1568
 JF1568  HORZ ORDER  -  THIRD
 JF1568
 JF1568.The horizontal coordinates were established by classical geodetic methods
 JF1568.and adjusted by the National Geodetic Survey in October 1998..
 JF1568
 JF1568
 JF1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1568
 JF1568.The geoid height was determined by GEOID03.
 JF1568
 JF1568;                    North         East     Units Scale Factor Converg.
 JF1568;SPC KS S     -   556,132.106   446,984.732   MT  0.99993955   +0 19 44.7
 JF1568;UTM  14      - 4,214,335.621   590,825.803   MT  0.99970160   +0 38 18.9
 JF1568
 JF1568                          SUPERSEDED SURVEY CONTROL
 JF1568
 JF1568  NAD 83(1997)-  38 04 20.04753(N)    097 57 52.21184(W) AD(       ) 4
 JF1568  NAD 83(1986)-  38 04 20.04756(N)    097 57 52.21100(W) AD(       ) 4
 JF1568  NAD 27      -  38 04 20.00595(N)    097 57 51.01280(W) AD(       ) 3
 JF1568
 JF1568.Superseded values are not recommended for survey control.
 JF1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1568.See file dsdata.txt to determine how the superseded data were derived.
 JF1568
 JF1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9082614336(NAD 83)
 JF1568_MARKER: 42 = RADIO/TV MAST
 JF1568
 JF1568  HISTORY     - Date     Condition        Report By
 JF1568  HISTORY     - 1953     FIRST OBSERVED   CGS
 JF1568  HISTORY     - 1972     GOOD             NGS
 JF1568
 JF1568                          STATION DESCRIPTION
 JF1568
 JF1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JF1568'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF HUTCHINSON.  IT
 JF1568'IS A STRUCTURAL STEEL MAST PAINTED RED AND WHITE AND ABOUT 200
 JF1568'FEET HIGH.  THE POINT INTERSECTED WAS THE TOP CENTER.
 JF1568
 JF1568                          STATION RECOVERY (1972)
 JF1568
 JF1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1568'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.M. IN 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1575 ***********************************************************************
 JF1575  DESIGNATION -  HUTCHINSON RAD STA KWHK MAST
 JF1575  PID         -  JF1575
 JF1575  STATE/COUNTY-  KS/RENO
 JF1575  USGS QUAD   -  HUTCHINSON (1978)
 JF1575
 JF1575                         *CURRENT SURVEY CONTROL
 JF1575  ___________________________________________________________________
 JF1575* NAD 83(1997)-  38 06 06.51749(N)    097 56 01.71943(W)     ADJUSTED  
 JF1575* NAVD 88     -                                                        
 JF1575  ___________________________________________________________________
 JF1575  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 JF1575  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF1575
 JF1575  HORZ ORDER  -  THIRD
 JF1575
 JF1575.The horizontal coordinates were established by classical geodetic methods
 JF1575.and adjusted by the National Geodetic Survey in October 1998..
 JF1575
 JF1575
 JF1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1575
 JF1575.The geoid height was determined by GEOID03.
 JF1575
 JF1575;                    North         East     Units Scale Factor Converg.
 JF1575;SPC KS S     -   559,430.791   449,657.715   MT  0.99994107   +0 20 52.6
 JF1575;UTM  14      - 4,217,647.927   593,480.288   MT  0.99970762   +0 39 28.6
 JF1575
 JF1575                          SUPERSEDED SURVEY CONTROL
 JF1575
 JF1575  NAD 83(1997)-  38 06 06.52608(N)    097 56 01.71989(W) AD(       ) 4
 JF1575  NAD 83(1986)-  38 06 06.52612(N)    097 56 01.71908(W) AD(       ) 4
 JF1575  NAD 27      -  38 06 06.48901(N)    097 56 00.52724(W) AD(       ) 3
 JF1575
 JF1575.Superseded values are not recommended for survey control.
 JF1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1575.See file dsdata.txt to determine how the superseded data were derived.
 JF1575
 JF1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9348017648(NAD 83)
 JF1575_MARKER: 42 = RADIO/TV MAST
 JF1575
 JF1575  HISTORY     - Date     Condition        Report By
 JF1575  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1575
 JF1575                          STATION DESCRIPTION
 JF1575
 JF1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1575'THE STATION, HUTCHINSON RADIO STATION MAST KWHK, IS THE LIGHT
 JF1575'ATOP THE CENTER ONE OF THREE, TRIANGULAR STEEL, GUYED MAST,
 JF1575'THAT IS PAINTED RED AND WHITE.  THE STRUCTURE HAS AN OVERALL
 JF1575'HEIGHT OF 213 FEET AND IS 500 FEET NORTH OF THE CENTER OF THE
 JF1575'ROAD.
 JF1575'
 JF1575'TO REACH THE STATION FROM THE JUNCTION OF 4TH AVENUE AND PLUM
 JF1575'STREET IN HUTCHINSON, GO NORTH ON PLUM STREET FOR 3.0 MILES TO
 JF1575'A CROSSROAD, 43RD AVENUE, TURN LEFT AND GO WEST ON 43RD AVENUE
 JF1575'FOR 0.6 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1576 ***********************************************************************
 JF1576  DESIGNATION -  HUTCHINSON S MUN TANK
 JF1576  PID         -  JF1576
 JF1576  STATE/COUNTY-  KS/RENO
 JF1576  USGS QUAD   -  HUTCHINSON (1978)
 JF1576
 JF1576                         *CURRENT SURVEY CONTROL
 JF1576  ___________________________________________________________________
 JF1576* NAD 83(1997)-  38 03 01.83880(N)    097 56 09.62771(W)     ADJUSTED  
 JF1576* NAVD 88     -                                                        
 JF1576  ___________________________________________________________________
 JF1576  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 JF1576  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF1576
 JF1576  HORZ ORDER  -  THIRD
 JF1576
 JF1576.The horizontal coordinates were established by classical geodetic methods
 JF1576.and adjusted by the National Geodetic Survey in October 1998..
 JF1576
 JF1576
 JF1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1576
 JF1576.The geoid height was determined by GEOID03.
 JF1576
 JF1576;                    North         East     Units Scale Factor Converg.
 JF1576;SPC KS S     -   553,735.918   449,499.494   MT  0.99993860   +0 20 47.7
 JF1576;UTM  14      - 4,211,953.605   593,352.874   MT  0.99970733   +0 39 21.0
 JF1576
 JF1576                          SUPERSEDED SURVEY CONTROL
 JF1576
 JF1576  NAD 83(1997)-  38 03 01.84739(N)    097 56 09.62808(W) AD(       ) 4
 JF1576  NAD 83(1986)-  38 03 01.84748(N)    097 56 09.62720(W) AD(       ) 4
 JF1576  NAD 27      -  38 03 01.80858(N)    097 56 08.43676(W) AD(       ) 3
 JF1576
 JF1576.Superseded values are not recommended for survey control.
 JF1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1576.See file dsdata.txt to determine how the superseded data were derived.
 JF1576
 JF1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9335311954(NAD 83)
 JF1576_MARKER: 53 = ELEVATED TANK
 JF1576
 JF1576  HISTORY     - Date     Condition        Report By
 JF1576  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1576  HISTORY     - 20050503 GOOD             INDIV
 JF1576
 JF1576                          STATION DESCRIPTION
 JF1576
 JF1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1576'THE STATION, HUTCHINSON MUNICIPAL TANK, IS THE CENTER OF
 JF1576'TOP OF AN ELEVATED WATER TANK, SUPPORTED BY 8 LEGS, THAT IS
 JF1576'PAINTED SILVER.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 164 FEET
 JF1576'AND A CAPACITY FOR 1,000,000 GALLONS OF WATER.  IT IS LOCATED AT
 JF1576'AVENUE A AND ADAMS STREET IN HUTCHINSON.
 JF1576
 JF1576                          STATION RECOVERY (2005)
 JF1576
 JF1576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JF1576'THE COLOR OF THE TANK IS NOW BLUE-WHITE.
 JF1576' 
 JF1576'THIS TANK HAS 10 LEGS, NOT 8 AS DESCRIBED IN THE 1972 TEXT. THE CITY
 JF1576'OF HUTCHINSON, DIRECTOR OF UTILITIES, CITY WATER MAINTENANCE, STATED
 JF1576'THAT THIS TANK WAS ERECTED IN THE EARLY 1960'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1583 ***********************************************************************
 JF1583  DESIGNATION -  HUTCHINSON SW BELL MICROWAVE
 JF1583  PID         -  JF1583
 JF1583  STATE/COUNTY-  KS/RENO
 JF1583  USGS QUAD   -  HUTCHINSON NW (1978)
 JF1583
 JF1583                         *CURRENT SURVEY CONTROL
 JF1583  ___________________________________________________________________
 JF1583* NAD 83(1997)-  38 08 41.63468(N)    097 57 17.10928(W)     ADJUSTED  
 JF1583* NAVD 88     -                                                        
 JF1583  ___________________________________________________________________
 JF1583  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 JF1583  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 JF1583
 JF1583  HORZ ORDER  -  THIRD
 JF1583
 JF1583.The horizontal coordinates were established by classical geodetic methods
 JF1583.and adjusted by the National Geodetic Survey in October 1998..
 JF1583
 JF1583
 JF1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1583
 JF1583.The geoid height was determined by GEOID03.
 JF1583
 JF1583;                    North         East     Units Scale Factor Converg.
 JF1583;SPC KS S     -   564,202.215   447,793.080   MT  0.99994376   +0 20 06.3
 JF1583;UTM  14      - 4,222,408.055   591,590.287   MT  0.99970331   +0 38 44.3
 JF1583
 JF1583                          SUPERSEDED SURVEY CONTROL
 JF1583
 JF1583  NAD 83(1997)-  38 08 41.64333(N)    097 57 17.10981(W) AD(       ) 4
 JF1583  NAD 83(1986)-  38 08 41.64323(N)    097 57 17.10912(W) AD(       ) 4
 JF1583  NAD 27      -  38 08 41.60310(N)    097 57 15.91616(W) AD(       ) 3
 JF1583
 JF1583.Superseded values are not recommended for survey control.
 JF1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1583.See file dsdata.txt to determine how the superseded data were derived.
 JF1583
 JF1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9159022408(NAD 83)
 JF1583_MARKER: 44 = MICROWAVE MAST
 JF1583
 JF1583  HISTORY     - Date     Condition        Report By
 JF1583  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1583  HISTORY     - 1972     GOOD             NGS
 JF1583
 JF1583                          STATION DESCRIPTION
 JF1583
 JF1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1583'THE STATION IS THE RED LIGHT ON A WHITE POLE THAT IS IN THE
 JF1583'TOP CENTER OF THE HUTCHINSON, SOUTHWESTERN BELL MICROWAVE MAST,
 JF1583'CLASS OF TD 2 TYPE.  IT IS LOCATED 5 MILES NORTH OF HUTCHINSON,
 JF1583'6 MILES WEST OF MADORA, PAINTED ALTERNATE SECTION OF RED AND
 JF1583'WHITE AND IS 175 FEET HIGH.
 JF1583
 JF1583                          STATION RECOVERY (1972)
 JF1583
 JF1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1583'THE STATION WAS RECOVERED AS DESCRIBED BY C.A. ANNIS IN 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1559 ***********************************************************************
 JF1559  DESIGNATION -  HUTCHINSON TV STA KTVH MAST
 JF1559  PID         -  JF1559
 JF1559  STATE/COUNTY-  KS/RENO
 JF1559  USGS QUAD   -  HUTCHINSON SE (1978)
 JF1559
 JF1559                         *CURRENT SURVEY CONTROL
 JF1559  ___________________________________________________________________
 JF1559* NAD 83(1997)-  38 03 37.79057(N)    097 45 49.71373(W)     ADJUSTED  
 JF1559* NAVD 88     -                                                        
 JF1559  ___________________________________________________________________
 JF1559  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JF1559  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 JF1559
 JF1559  HORZ ORDER  -  THIRD
 JF1559
 JF1559.The horizontal coordinates were established by classical geodetic methods
 JF1559.and adjusted by the National Geodetic Survey in October 1998..
 JF1559
 JF1559
 JF1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1559
 JF1559.The geoid height was determined by GEOID03.
 JF1559
 JF1559;                    North         East     Units Scale Factor Converg.
 JF1559;SPC KS S     -   554,949.681   464,603.668   MT  0.99993902   +0 27 08.7
 JF1559;UTM  14      - 4,213,248.666   608,447.052   MT  0.99974485   +0 45 43.8
 JF1559
 JF1559                          SUPERSEDED SURVEY CONTROL
 JF1559
 JF1559  NAD 83(1997)-  38 03 37.79938(N)    097 45 49.71403(W) AD(       ) 4
 JF1559  NAD 83(1986)-  38 03 37.80006(N)    097 45 49.71317(W) AD(       ) 4
 JF1559  NAD 27      -  38 03 37.76047(N)    097 45 48.53979(W) AD(       ) 3
 JF1559
 JF1559.Superseded values are not recommended for survey control.
 JF1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1559.See file dsdata.txt to determine how the superseded data were derived.
 JF1559
 JF1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH0844713249(NAD 83)
 JF1559_MARKER: 42 = RADIO/TV MAST
 JF1559
 JF1559  HISTORY     - Date     Condition        Report By
 JF1559  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1559
 JF1559                          STATION DESCRIPTION
 JF1559
 JF1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1559'THE STATION, HUTCHINSON TELEVISION STATION MAST KTVH, IS THE
 JF1559'LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST, PAINTED RED AND WHITE.
 JF1559'THE STRUCTURE HAS AN OVERALL HEIGHT OF 1504 FEET AND IS LOCATED
 JF1559'ON A PROMINENT SANDY RIDGE IN A WOODED AREA ABOUT 9 MILES
 JF1559'EAST OF HUTCHINSON, 5 MILES WEST AND 2.5 MILES NORTH OF BURRTON
 JF1559'AND 2.25 MILES NORTH OF U.S. HIGHWAY 50.  THE STRUCTURE IS
 JF1559'ALSO KNOWN AS THE TALLEST STRUCTURE IN KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1562 ***********************************************************************
 JF1562  DESIGNATION -  HUTCHINSON TV STA KPTS MAST
 JF1562  PID         -  JF1562
 JF1562  STATE/COUNTY-  KS/RENO
 JF1562  USGS QUAD   -  HUTCHINSON SE (1978)
 JF1562
 JF1562                         *CURRENT SURVEY CONTROL
 JF1562  ___________________________________________________________________
 JF1562* NAD 83(1997)-  38 03 21.43242(N)    097 46 36.03737(W)     ADJUSTED  
 JF1562* NAVD 88     -                                                        
 JF1562  ___________________________________________________________________
 JF1562  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 JF1562  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 JF1562
 JF1562  HORZ ORDER  -  THIRD
 JF1562
 JF1562.The horizontal coordinates were established by classical geodetic methods
 JF1562.and adjusted by the National Geodetic Survey in October 1998..
 JF1562
 JF1562
 JF1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1562
 JF1562.The geoid height was determined by GEOID03.
 JF1562
 JF1562;                    North         East     Units Scale Factor Converg.
 JF1562;SPC KS S     -   554,436.524   463,478.413   MT  0.99993882   +0 26 40.2
 JF1562;UTM  14      - 4,212,729.535   607,324.807   MT  0.99974186   +0 45 15.0
 JF1562
 JF1562                          SUPERSEDED SURVEY CONTROL
 JF1562
 JF1562  NAD 83(1997)-  38 03 21.44121(N)    097 46 36.03768(W) AD(       ) 4
 JF1562  NAD 83(1986)-  38 03 21.44181(N)    097 46 36.03675(W) AD(       ) 4
 JF1562  NAD 27      -  38 03 21.40214(N)    097 46 34.86222(W) AD(       ) 3
 JF1562
 JF1562.Superseded values are not recommended for survey control.
 JF1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1562.See file dsdata.txt to determine how the superseded data were derived.
 JF1562
 JF1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH0732512730(NAD 83)
 JF1562_MARKER: 42 = RADIO/TV MAST
 JF1562
 JF1562  HISTORY     - Date     Condition        Report By
 JF1562  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1562
 JF1562                          STATION DESCRIPTION
 JF1562
 JF1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1562'THE STATION, HUTCHINSON TELEVISION STATION MAST KPTS, IS THE
 JF1562'LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST THAT IS PAINTED RED
 JF1562'AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 785 FEET
 JF1562'AND IS LOCATED ABOUT 8.5 MILES EAST OF HUTCHINSON, 5.5 MILES
 JF1562'WEST AND 2 MILES NORTH OF BURRTON AND 2 MILES NORTH OF U.S.
 JF1562'HIGHWAY 50.  THIS MAST IS THE OLD KTVH TRANSMITTING TOWER BUT NOW
 JF1562'IS THE TRANSMITTER FOR STATIONS KPTS/8 AND KSKU 102 FM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5113 ***********************************************************************
 AE5113  FBN         -  This is a Federal Base Network Control Station.
 AE5113  DESIGNATION -  HVLK A
 AE5113  PID         -  AE5113
 AE5113  STATE/COUNTY-  KS/KIOWA
 AE5113  USGS QUAD   -  HAVILAND NE (1984)
 AE5113
 AE5113                         *CURRENT SURVEY CONTROL
 AE5113  ___________________________________________________________________
 AE5113* NAD 83(1997)-  37 38 40.36374(N)    099 06 24.31419(W)     ADJUSTED  
 AE5113* NAVD 88     -       649.785  (meters)    2131.84   (feet)  ADJUSTED  
 AE5113  ___________________________________________________________________
 AE5113  X           -    -800,412.243 (meters)                     COMP
 AE5113  Y           -  -4,993,371.433 (meters)                     COMP
 AE5113  Z           -   3,874,659.826 (meters)                     COMP
 AE5113  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AE5113  ELLIP HEIGHT-         622.82  (meters)          (08/12/03) GPS OBS
 AE5113  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AE5113  DYNAMIC HT  -         649.232 (meters)    2130.02  (feet)  COMP
 AE5113  MODELED GRAV-     979,757.4   (mgal)                       NAVD 88
 AE5113
 AE5113  HORZ ORDER  -  B
 AE5113  VERT ORDER  -  FIRST     CLASS II
 AE5113  ELLP ORDER  -  FOURTH    CLASS I
 AE5113
 AE5113.The horizontal coordinates were established by GPS observations
 AE5113.and adjusted by the National Geodetic Survey in December 1997..
 AE5113
 AE5113.The orthometric height was determined by differential leveling
 AE5113.and adjusted by the National Geodetic Survey in July 2002..
 AE5113
 AE5113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5113
 AE5113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5113
 AE5113.The ellipsoidal height was determined by GPS observations
 AE5113.and is referenced to NAD 83.
 AE5113
 AE5113.The geoid height was determined by GEOID03.
 AE5113
 AE5113.The dynamic height is computed by dividing the NAVD 88
 AE5113.geopotential number by the normal gravity value computed on the
 AE5113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5113.degrees latitude (g = 980.6199 gals.).
 AE5113
 AE5113.The modeled gravity was interpolated from observed gravity values.
 AE5113
 AE5113;                    North         East     Units Scale Factor Converg.
 AE5113;SPC KS S     -   508,703.648   346,454.311   MT  0.99994722   -0 22 22.3
 AE5113;UTM  14      - 4,166,383.155   490,582.229   MT  0.99960109   -0 03 54.7
 AE5113
 AE5113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5113!SPC KS S     -   0.99990228  x   0.99994722  =   0.99984950
 AE5113!UTM  14      -   0.99990228  x   0.99960109  =   0.99950341
 AE5113
 AE5113                          SUPERSEDED SURVEY CONTROL
 AE5113
 AE5113  ELLIP H (12/22/97)  622.85   (m)                       GP(       ) 4 1
 AE5113  NAVD 88 (12/22/97)  649.78   (m)         2131.8    (f) LEVELING    3  
 AE5113
 AE5113.Superseded values are not recommended for survey control.
 AE5113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5113.See file dsdata.txt to determine how the superseded data were derived.
 AE5113
 AE5113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG9058266383(NAD 83)
 AE5113_MARKER: I = METAL ROD
 AE5113_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5113_STAMPING: HVLK A 1997
 AE5113_MARK LOGO: NGS   
 AE5113_PROJECTION: FLUSH
 AE5113_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5113+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 AE5113_ROD/PIPE-DEPTH: 12.7 meters
 AE5113_SLEEVE-DEPTH  : 0.90 meters
 AE5113
 AE5113  HISTORY     - Date     Condition        Report By
 AE5113  HISTORY     - 1997     MONUMENTED       NGS
 AE5113  HISTORY     - 19971022 GOOD             NGS
 AE5113  HISTORY     - 20000309 GOOD             LOCENG
 AE5113  HISTORY     - 20020808 GOOD             NGS
 AE5113
 AE5113                          STATION DESCRIPTION
 AE5113
 AE5113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5113'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) WEST OF PRATT, 2.5 KM
 AE5113'(1.55 MI) NORTH OF HAVILAND, 1.6 KM (1.00 MI) NORTH OF THE TOWN
 AE5113'CEMETERY, NEAR THE SOUTHEAST CORNER OF A GRASS FIELD AND IN THE
 AE5113'NORTHWEST QUADRANT OF THE JUNCTION OF A NORTH-SOUTH MACADAM ROAD AND A
 AE5113'DIRT SECTION LINE CROSSROAD.  OWNERSHIP--DAVID SMITHERMAN, ROUTE 1 BOX
 AE5113'12, HAVILAND KS 67059, PHONE 316-862-5354.  TO REACH FROM THE JUNCTION
 AE5113'OF U.S. HIGHWAY 54 AND MAIN STREET ON THE SOUTH SIDE OF HAVILAND, GO
 AE5113'NORTH ON MAIN STREET FOR 3.46 KM (2.15 MI) TO THE STATION ON THE LEFT.
 AE5113'THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 AE5113'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 AE5113'WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT
 AE5113'IS 13.7 M (44.9 FT) WEST OF THE CENTER OF THE MACADAM ROAD, 7.3 M
 AE5113'(24.0 FT) NORTH OF THE CENTER OF THE DIRT ROAD, 6.0 M (19.7 FT)
 AE5113'SOUTH-SOUTHWEST OF A POWER POLE, 1.9 M (6.2 FT) EAST-NORTHEAST OF A
 AE5113'POWER POLE WITH FOUR LINES LEADING EAST-WEST AND TWO LINES LEADING
 AE5113'NORTH, 1.4 M (4.6 FT) SOUTHWEST OF THE BOTTOM OF A GUY WIRE AND 0.6 M
 AE5113'(2.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 AE5113
 AE5113                          STATION RECOVERY (1997)
 AE5113
 AE5113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5113'3.6 KM (2.25 MI) NORTHERLY ALONG MAIN STREET AND A PAVED ROAD FROM THE
 AE5113'JUNCTION OF U.S.  HIGHWAY 54 IN HAVILAND, 13.2 M (43.3 FT) WEST OF THE
 AE5113'ROAD CENTER, 7.7 M (25.3 FT) NORTH OF THE CENTER OF A DIRT ROAD, 7.4 M
 AE5113'(24.3 FT) SOUTH OF A UTILITY POLE WITH A GUY CABLE, 2.0 M (6.6 FT)
 AE5113'NORTHEAST OF A T-JUNCTION UTILITY POLE, 0.6 M (2.0 FT) EAST OF A
 AE5113'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 AE5113'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE5113'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AE5113
 AE5113                          STATION RECOVERY (2000)
 AE5113
 AE5113'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 AE5113'RECOVERED IN GOOD CONDITION.
 AE5113
 AE5113                          STATION RECOVERY (2002)
 AE5113
 AE5113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 AE5113'RECOVERED AS DESCRIBED.
 AE5113'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5114 ***********************************************************************
 AE5114  CBN         -  This is a Cooperative Base Network Control Station.
 AE5114  DESIGNATION -  HVLK B
 AE5114  PID         -  AE5114
 AE5114  STATE/COUNTY-  KS/KIOWA
 AE5114  USGS QUAD   -  HAVILAND NE (1984)
 AE5114
 AE5114                         *CURRENT SURVEY CONTROL
 AE5114  ___________________________________________________________________
 AE5114* NAD 83(1997)-  37 38 50.77454(N)    099 06 23.91231(W)     ADJUSTED  
 AE5114* NAVD 88     -       647.781  (meters)    2125.26   (feet)  ADJUSTED  
 AE5114  ___________________________________________________________________
 AE5114  X           -    -800,371.231 (meters)                     COMP
 AE5114  Y           -  -4,993,177.830 (meters)                     COMP
 AE5114  Z           -   3,874,912.767 (meters)                     COMP
 AE5114  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AE5114  ELLIP HEIGHT-         620.81  (meters)          (08/16/04) GPS OBS
 AE5114  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AE5114  DYNAMIC HT  -         647.229 (meters)    2123.45  (feet)  COMP
 AE5114  MODELED GRAV-     979,757.7   (mgal)                       NAVD 88
 AE5114
 AE5114  HORZ ORDER  -  B
 AE5114  VERT ORDER  -  FIRST     CLASS II
 AE5114  ELLP ORDER  -  FOURTH    CLASS II
 AE5114
 AE5114.The horizontal coordinates were established by GPS observations
 AE5114.and adjusted by the National Geodetic Survey in December 1997..
 AE5114
 AE5114.The orthometric height was determined by differential leveling
 AE5114.and adjusted by the National Geodetic Survey in July 2002..
 AE5114
 AE5114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5114
 AE5114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5114
 AE5114.The ellipsoidal height was determined by GPS observations
 AE5114.and is referenced to NAD 83.
 AE5114
 AE5114.The geoid height was determined by GEOID03.
 AE5114
 AE5114.The dynamic height is computed by dividing the NAVD 88
 AE5114.geopotential number by the normal gravity value computed on the
 AE5114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5114.degrees latitude (g = 980.6199 gals.).
 AE5114
 AE5114.The modeled gravity was interpolated from observed gravity values.
 AE5114
 AE5114;                    North         East     Units Scale Factor Converg.
 AE5114;SPC KS S     -   509,024.530   346,466.251   MT  0.99994698   -0 22 22.1
 AE5114;UTM  14      - 4,166,703.986   490,592.442   MT  0.99960109   -0 03 54.5
 AE5114
 AE5114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5114!SPC KS S     -   0.99990259  x   0.99994698  =   0.99984958
 AE5114!UTM  14      -   0.99990259  x   0.99960109  =   0.99950372
 AE5114
 AE5114                          SUPERSEDED SURVEY CONTROL
 AE5114
 AE5114  ELLIP H (12/22/97)  620.85   (m)                       GP(       ) 4 1
 AE5114  NAVD 88 (12/22/97)  647.78   (m)         2125.3    (f) LEVELING    3  
 AE5114
 AE5114.Superseded values are not recommended for survey control.
 AE5114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5114.See file dsdata.txt to determine how the superseded data were derived.
 AE5114
 AE5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG9059266704(NAD 83)
 AE5114_MARKER: I = METAL ROD
 AE5114_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5114_STAMPING: HVLK B 1997
 AE5114_MARK LOGO: NGS   
 AE5114_PROJECTION: FLUSH
 AE5114_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5114+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1997
 AE5114_ROD/PIPE-DEPTH: 11.5 meters
 AE5114_SLEEVE-DEPTH  : 0.90 meters
 AE5114
 AE5114  HISTORY     - Date     Condition        Report By
 AE5114  HISTORY     - 1997     MONUMENTED       NGS
 AE5114  HISTORY     - 19971022 GOOD             NGS
 AE5114
 AE5114                          STATION DESCRIPTION
 AE5114
 AE5114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5114'THE STATION IS LOCATED ABOUT 32 KM (19.90 MI) WEST OF PRATT, 3 KM
 AE5114'(1.85 MI) NORTH OF HAVILAND, 2 KM (1.25 MI) NORTH OF THE TOWN
 AE5114'CEMETERY, IN GRASS JUST WEST OF THE WEST RIGHT-OF-WAY OF A MACADAM
 AE5114'ROAD, ON THE EAST SIDE OF A FIELD AND NEAR THE FOURTH POWER POLE NORTH
 AE5114'OF AN EAST-WEST SECTION LINE ROAD.  OWNERSHIP--DAVID SMITHERMAN, ROUTE
 AE5114'1 BOX 12, HAVILAND KS 67059, PHONE 316-862-5354. TO REACH FROM THE
 AE5114'JUNCTION OF U.S. HIGHWAY 54 AND MAIN STREET ON THE SOUTH SIDE OF
 AE5114'HAVILAND, GO NORTH ON MAIN STREET FOR 3.46 KM (2.15 MI) TO THE
 AE5114'INTERSECTION OF AN EAST-WEST SECTION LINE ROAD.  CONTINUE NORTH ON THE
 AE5114'MACADAM ROAD FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.  THE
 AE5114'STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5
 AE5114'CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH
 AE5114'A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS
 AE5114'12.6 M (41.3 FT) WEST OF AND ABOUT LEVEL WITH THE MACADAM ROAD, 9.4 M
 AE5114'(30.8 FT) WEST OF THE WEST EDGE OF THE ROAD, 1.1 M (3.6 FT)
 AE5114'SOUTH-SOUTHWEST OF THE POWER POLE AND 0.4 M (1.3 FT) NORTH OF A
 AE5114'FIBERGLASS WITNESS POST.
 AE5114
 AE5114                          STATION RECOVERY (1997)
 AE5114
 AE5114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5114'3.9 KM (2.40 MI) NORTHERLY ALONG MAIN STREET AND A PAVED ROAD FROM THE
 AE5114'JUNCTION OF U.S.  HIGHWAY 54 IN HAVILAND, 12.6 M (41.3 FT) WEST OF AND
 AE5114'LEVEL WITH THE CENTER OF THE ROAD, 1.1 M (3.6 FT) SOUTH OF A UTILITY
 AE5114'POLE, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST. NOTE--ACCESS TO THE
 AE5114'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE5114'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0753 ***********************************************************************
 JH0753  DESIGNATION -  HWY
 JH0753  PID         -  JH0753
 JH0753  STATE/COUNTY-  KS/SCOTT
 JH0753  USGS QUAD   -  LAKE SCOTT SE (1978)
 JH0753
 JH0753                         *CURRENT SURVEY CONTROL
 JH0753  ___________________________________________________________________
 JH0753* NAD 83(1997)-  38 35 56.10391(N)    100 50 47.43393(W)     ADJUSTED  
 JH0753* NAVD 88     -       911.     (meters)    2989.     (feet)  SCALED    
 JH0753  ___________________________________________________________________
 JH0753  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 JH0753  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 JH0753
 JH0753  HORZ ORDER  -  THIRD
 JH0753
 JH0753.The horizontal coordinates were established by classical geodetic methods
 JH0753.and adjusted by the National Geodetic Survey in October 1998..
 JH0753
 JH0753.The orthometric height was scaled from a topographic map.
 JH0753
 JH0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0753
 JH0753.The geoid height was determined by GEOID03.
 JH0753
 JH0753;                    North         East     Units Scale Factor Converg.
 JH0753;SPC KS S     -   617,030.847   195,607.984   MT  1.00000654   -1 26 31.2
 JH0753;UTM  14      - 4,273,886.375   339,202.516   MT  0.99991841   -1 09 08.0
 JH0753
 JH0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0753!SPC KS S     -   0.99986094  x   1.00000654  =   0.99986748
 JH0753!UTM  14      -   0.99986094  x   0.99991841  =   0.99977936
 JH0753
 JH0753|---------------------------------------------------------------------|
 JH0753| PID    Reference Object                     Distance      Geod. Az  |
 JH0753|                                                           dddmmss.s |
 JH0753| CK9940 HWY RM 1                             39.798 METERS 08857     |
 JH0753| CK9939 HWY AZ MK                                          2725847.2 |
 JH0753| CK9941 HWY RM 2                             29.432 METERS 35051     |
 JH0753|---------------------------------------------------------------------|
 JH0753
 JH0753                          SUPERSEDED SURVEY CONTROL
 JH0753
 JH0753  NAD 83(1986)-  38 35 56.10721(N)    100 50 47.43276(W) AD(       ) 3
 JH0753  NAD 27      -  38 35 56.04974(N)    100 50 45.89486(W) AD(       ) 3
 JH0753
 JH0753.Superseded values are not recommended for survey control.
 JH0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0753.See file dsdata.txt to determine how the superseded data were derived.
 JH0753
 JH0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3920373886(NAD 83)
 JH0753_MARKER: DS = TRIANGULATION STATION DISK
 JH0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0753
 JH0753  HISTORY     - Date     Condition        Report By
 JH0753  HISTORY     - 1963     MONUMENTED       CGS
 JH0753
 JH0753                          STATION DESCRIPTION
 JH0753
 JH0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0753'THE STATION IS LOCATED 12 MILES NORTHWEST OF GRIGSTON, 8 MILES
 JH0753'NORTH-NORTHEAST OF SCOTT CITY, AND 7 MILES SOUTH-SOUTHEAST OF SCOTT
 JH0753'LAKE.  IT IS NEAR THE SOUTH RIGHT-OF-WAY LINE OF STATE HIGHWAY 4 AT
 JH0753'A POINT WHERE FIELD ROADS ENTER THE FIELDS ON NORTH AND SOUTH.
 JH0753'
 JH0753'TO REACH THE STATION FROM THE POST OFFICE IN SCOTT CITY, GO NORTH ON
 JH0753'MAIN STREET (U.S. HIGHWAY 83) FOR 7.9 MILES TO A CROSSROAD.  TURN
 JH0753'RIGHT AND GO EAST ON STATE HIGHWAY 4 FOR 3.05 MILES TO A DIRT SIDE
 JH0753'ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 JH0753'0.35 MILE TO THE STATION ON THE RIGHT.
 JH0753'
 JH0753'THE STATION MARK IS A STANDARD DISK STAMPED HWY 1963 CEMENTED IN THE
 JH0753'TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE SURFACE OF THE
 JH0753'GROUND.  IT IS 57.0 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 JH0753'4, 4 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, AND 3 FEET
 JH0753'NORTHEAST OF THE BASE OF A TELEPHONE POLE.
 JH0753'
 JH0753'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HWY NO 1 1963
 JH0753'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 2
 JH0753'INCHES ABOVE GROUND.  IT IS 58.0 FEET SOUTH OF THE CENTERLINE OF
 JH0753'STATE HIGHWAY 4 AND 2.0 FEET WEST-NORTHWEST OF THE BASE OF A
 JH0753'TELEPHONE POLE.  IT IS AT THE SAME ELEVATION AS THE STATION.
 JH0753'
 JH0753'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HWY NO 2 1963
 JH0753'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 3
 JH0753'INCHES ABOVE GROUND.  IT IS 38.5 FEET NORTH OF THE CENTERLINE OF
 JH0753'STATE HIGHWAY 4 AND 18.0 FEET EAST OF THE CENTER OF A FIELD
 JH0753'DRIVEWAY.  IT IS AT THE SAME ELEVATION AS THE STATION.
 JH0753'
 JH0753'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HWY 1963 CEMENTED IN THE
 JH0753'TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 4 INCHES ABOVE
 JH0753'GROUND.  IT IS 61.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 JH0753'4, 2.0 FEET EAST OF A FENCE CORNER POST, AND 1.6 FEET SOUTHWEST OF
 JH0753'A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1178 ***********************************************************************
 KF1178  DESIGNATION -  HWY
 KF1178  PID         -  KF1178
 KF1178  STATE/COUNTY-  KS/MARSHALL
 KF1178  USGS QUAD   -  HANOVER SE (1983)
 KF1178
 KF1178                         *CURRENT SURVEY CONTROL
 KF1178  ___________________________________________________________________
 KF1178* NAD 83(1997)-  39 50 32.62120(N)    096 46 08.01983(W)     ADJUSTED  
 KF1178* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 KF1178  ___________________________________________________________________
 KF1178  LAPLACE CORR-          -6.45  (seconds)                    DEFLEC99
 KF1178  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 KF1178
 KF1178  HORZ ORDER  -  THIRD
 KF1178
 KF1178.The horizontal coordinates were established by classical geodetic methods
 KF1178.and adjusted by the National Geodetic Survey in October 1998..
 KF1178
 KF1178.The orthometric height was scaled from a topographic map.
 KF1178
 KF1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1178
 KF1178.The geoid height was determined by GEOID03.
 KF1178
 KF1178;                    North         East     Units Scale Factor Converg.
 KF1178;SPC KS N     -   168,246.242   505,367.972   MT  1.00001012   +0 46 44.2
 KF1178;UTM  14      - 4,412,646.680   690,892.366   MT  1.00004863   +1 25 47.5
 KF1178
 KF1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1178!SPC KS N     -   0.99993667  x   1.00001012  =   0.99994679
 KF1178!UTM  14      -   0.99993667  x   1.00004863  =   0.99998530
 KF1178
 KF1178|---------------------------------------------------------------------|
 KF1178| PID    Reference Object                     Distance      Geod. Az  |
 KF1178|                                                           dddmmss.s |
 KF1178| KF1177 HWY 2                                59.610 METERS 00324     |
 KF1178| CL7137 HWY AZ MK                                          0953159.9 |
 KF1178| CL7138 HWY RM 1                             10.126 METERS 18007     |
 KF1178| CL7139 HWY RM 2                             11.447 METERS 27121     |
 KF1178|---------------------------------------------------------------------|
 KF1178
 KF1178                          SUPERSEDED SURVEY CONTROL
 KF1178
 KF1178  NAD 83(1997)-  39 50 32.62285(N)    096 46 08.01956(W) AD(       ) 3
 KF1178  NAD 83(1986)-  39 50 32.62687(N)    096 46 08.01655(W) AD(       ) 3
 KF1178  NAD 27      -  39 50 32.62200(N)    096 46 06.93100(W) AD(       ) 3
 KF1178
 KF1178.Superseded values are not recommended for survey control.
 KF1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1178.See file dsdata.txt to determine how the superseded data were derived.
 KF1178
 KF1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK9089212647(NAD 83)
 KF1178_MARKER: DS = TRIANGULATION STATION DISK
 KF1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1178
 KF1178  HISTORY     - Date     Condition        Report By
 KF1178  HISTORY     - 1947     MONUMENTED       CGS
 KF1178  HISTORY     - 1960     GOOD             CGS
 KF1178
 KF1178                          STATION DESCRIPTION
 KF1178
 KF1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1178'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF MARYSVILLE
 KF1178'ALONG U.S. HIGHWAY NO 36 IN THE NORTHEAST ANGLE OF A NORTH-SOUTH
 KF1178'CROSSROAD.  IT IS 100 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 KF1178'36, 50 FEET NORTH OF FENCE CORNER, 53 FEET NORTH OF TELEPHONE
 KF1178'POLE NO E18UT235, 15 FEET EAST OF THE CENTER OF NORTH-SOUTH
 KF1178'SECTION LINE ROAD, 4 FEET SOUTH OF WHITE WITNESS POST AND
 KF1178'1 FOOT WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED HWY 1947
 KF1178'AND PROJECTS 6 INCHES.
 KF1178'
 KF1178'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 65 FEET NORTH OF
 KF1178'THE CENTER OF U.S. HIGHWAY 36, 20 FEET NORTH OF TELEPHONE POLE,
 KF1178'15 FEET EAST OF NORTH-SOUTH SECTION LINE ROAD AND 1 FOOT
 KF1178'WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED HWY NO 1 1947
 KF1178'AND PROJECTS 6 INCHES.
 KF1178'
 KF1178'REFERENCE MARK NO 2 IS WEST OF THE STATION, 100 FEET NORTH OF THE
 KF1178'CENTER OF U.S. HIGHWAY 36, 15 FEET WEST OF THE CENTER OF
 KF1178'NORTH-SOUTH SECTION LINE ROAD AND 1 FOOT EAST OF NORTH-SOUTH
 KF1178'FENCE LINE.  IT IS STAMPED HWY NO 2 1947 AND PROJECTS 6 INCHES.
 KF1178'
 KF1178'THE AZIMUTH MARK IS ABOUT 0.3 MILE EAST-SOUTHEAST OF THE STATION,
 KF1178'50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 36, 3 FEET WEST
 KF1178'OF TELEPHONE POLE, 2 FEET WEST OF WHITE WITNESS POST AND 1
 KF1178'FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED HWY 1947
 KF1178'AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION, GO EAST
 KF1178'ON HIGHWAY 36 FOR 0.3 MILE TO MARK ON THE RIGHT AS DESCRIBED.
 KF1178'
 KF1178'TO REACH THE STATION FROM THE RAILROAD CROSSING ON U.S. HIGHWAY
 KF1178'36 IN MARYSVILLE, GO WEST ON U.S. HIGHWAY 36 FOR 6.3 MILES
 KF1178'TO CROSSROADS AND STATION IN THE NORTHEAST ANGLE AS DESCRIBED.
 KF1178'
 KF1178'A 4 FOOT SIGNAL AT STATION MARYSVILLE IS V.G.
 KF1178'
 KF1178'A 74 FOOT SIGNAL AT STATION FAIRFIELD IS V.G.
 KF1178'
 KF1178'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 KF1178
 KF1178                          STATION RECOVERY (1960)
 KF1178
 KF1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 KF1178'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF1178'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE
 KF1178'STATION AND REFERENCE MARKS, SO THEY WERE MOVED.  FOR DETAILS,
 KF1178'SEE THE DESCRIPTION OF HWY 2 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1177 ***********************************************************************
 KF1177  DESIGNATION -  HWY 2
 KF1177  PID         -  KF1177
 KF1177  STATE/COUNTY-  KS/MARSHALL
 KF1177  USGS QUAD   -  HANOVER SE (1983)
 KF1177
 KF1177                         *CURRENT SURVEY CONTROL
 KF1177  ___________________________________________________________________
 KF1177* NAD 83(1997)-  39 50 34.55054(N)    096 46 07.87089(W)     ADJUSTED  
 KF1177* NAVD 88     -       431.     (meters)    1414.     (feet)  SCALED    
 KF1177  ___________________________________________________________________
 KF1177  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 KF1177  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 KF1177
 KF1177  HORZ ORDER  -  THIRD
 KF1177
 KF1177.The horizontal coordinates were established by classical geodetic methods
 KF1177.and adjusted by the National Geodetic Survey in October 1998..
 KF1177.No horizontal observational check was made to the station.
 KF1177
 KF1177.The orthometric height was scaled from a topographic map.
 KF1177
 KF1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1177
 KF1177.The geoid height was determined by GEOID03.
 KF1177
 KF1177;                    North         East     Units Scale Factor Converg.
 KF1177;SPC KS N     -   168,305.790   505,370.704   MT  1.00001021   +0 46 44.3
 KF1177;UTM  14      - 4,412,706.257   690,894.422   MT  1.00004864   +1 25 47.6
 KF1177
 KF1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1177!SPC KS N     -   0.99993667  x   1.00001021  =   0.99994688
 KF1177!UTM  14      -   0.99993667  x   1.00004864  =   0.99998531
 KF1177
 KF1177|---------------------------------------------------------------------|
 KF1177| PID    Reference Object                     Distance      Geod. Az  |
 KF1177|                                                           dddmmss.s |
 KF1177| CL7140 HWY 2 RM 3                           15.225 METERS 00008     |
 KF1177| CL7137 HWY AZ MK                                          1023644.6 |
 KF1177| KF1178 HWY                                  59.610 METERS 18324     |
 KF1177| CL7141 HWY 2 RM 4                           18.023 METERS 27110     |
 KF1177|---------------------------------------------------------------------|
 KF1177
 KF1177                          SUPERSEDED SURVEY CONTROL
 KF1177
 KF1177  NAD 83(1997)-  39 50 34.55219(N)    096 46 07.87061(W) AD(       ) 3
 KF1177  NAD 83(1986)-  39 50 34.55621(N)    096 46 07.86760(W) AD(       ) 3
 KF1177  NAD 27      -  39 50 34.55100(N)    096 46 06.78200(W) AD(       ) 3
 KF1177
 KF1177.Superseded values are not recommended for survey control.
 KF1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1177.See file dsdata.txt to determine how the superseded data were derived.
 KF1177
 KF1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK9089412706(NAD 83)
 KF1177_MARKER: DS = TRIANGULATION STATION DISK
 KF1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1177
 KF1177  HISTORY     - Date     Condition        Report By
 KF1177  HISTORY     - 1960     MONUMENTED       CGS
 KF1177  HISTORY     - 1965     GOOD             CGS
 KF1177
 KF1177                          STATION DESCRIPTION
 KF1177
 KF1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 KF1177'STATION IS LOCATED ABOUT 6 MILES WEST OF MARYSVILLE ALONG
 KF1177'THE NORTH SIDE OF U.S. HIGHWAY 36 IN THE NORTHEAST ANGLE OF
 KF1177'A CROSSROADS, 296 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 KF1177'36, 30 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 1 FOOT WEST
 KF1177'OF A FENCE, AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK
 KF1177'PROJECTS 4 INCHES AND THE DISK IS STAMPED HWY 2 1960.  NOTES 1A
 KF1177'AND 7A.
 KF1177'
 KF1177'REFERENCE MARK NO. 3 IS NORTH OF THE STATION, 30 FEET EAST OF
 KF1177'THE CENTER OF GRAVEL ROAD, AND 1 FOOT WEST OF FENCE.  THE
 KF1177'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HWY 2 NO 3 1960.
 KF1177'
 KF1177'REFERENCE MARK NO. 4 IS WEST OF THE STATION AND 29 FEET WEST
 KF1177'OF THE CENTER OF GRAVEL ROAD.  THE MARK PROJECTS 2 INCHES
 KF1177'AND THE DISK IS STAMPED HWY 2 NO 4 1960.
 KF1177'
 KF1177'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION, 50 FEET SOUTH
 KF1177'OF THE CENTER OF U.S. HIGHWAY 36, 3 FEET WEST OF A TELEPHONE
 KF1177'POLE, 1 FOOT NORTH OF A FENCE, AND 1 FOOT NORTH OF A STEEL
 KF1177'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 KF1177'STAMPED HWY 1947.
 KF1177'
 KF1177'TO REACH THE STATION FROM THE RAILROAD CROSSING ON U.S. HIGHWAY
 KF1177'36 IN MARYSVILLE, GO WEST ON U.S. HIGHWAY 36 FOR 6.3 MILES
 KF1177'TO A CROSSROADS AND THE STATION AS DESCRIBED.
 KF1177'
 KF1177'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 KF1177'HIGHWAY 36 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KF1177'
 KF1177'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KF1177
 KF1177                          STATION RECOVERY (1965)
 KF1177
 KF1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1177'THE STATION MARK REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 KF1177'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1437 ***********************************************************************
 JF1437  DESIGNATION -  HYMER
 JF1437  PID         -  JF1437
 JF1437  STATE/COUNTY-  KS/CHASE
 JF1437  USGS QUAD   -  HYMER (1989)
 JF1437
 JF1437                         *CURRENT SURVEY CONTROL
 JF1437  ___________________________________________________________________
 JF1437* NAD 83(1997)-  38 28 51.84739(N)    096 43 21.60145(W)     ADJUSTED  
 JF1437* NAVD 88     -       453.     (meters)    1486.     (feet)  SCALED    
 JF1437  ___________________________________________________________________
 JF1437  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 JF1437  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 JF1437
 JF1437  HORZ ORDER  -  SECOND
 JF1437
 JF1437.The horizontal coordinates were established by classical geodetic methods
 JF1437.and adjusted by the National Geodetic Survey in October 1998..
 JF1437
 JF1437.The orthometric height was scaled from a topographic map.
 JF1437
 JF1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1437
 JF1437.The geoid height was determined by GEOID03.
 JF1437
 JF1437;                    North         East     Units Scale Factor Converg.
 JF1437;SPC KS S     -   602,854.803   555,070.397   MT  0.99998419   +1 05 32.0
 JF1437;SPC KS N     -    17,186.393   511,455.916   MT  1.00004637   +0 48 29.5
 JF1437;UTM  14      - 4,261,650.002   698,642.475   MT  1.00008596   +1 25 03.2
 JF1437
 JF1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1437!SPC KS S     -   0.99993354  x   0.99998419  =   0.99991773
 JF1437!SPC KS N     -   0.99993354  x   1.00004637  =   0.99997991
 JF1437!UTM  14      -   0.99993354  x   1.00008596  =   1.00001950
 JF1437
 JF1437:                Primary Azimuth Mark                     Grid Az
 JF1437:SPC KS S     -  HYMER AZ MK                              074 27 53.9
 JF1437:SPC KS N     -  HYMER AZ MK                              074 44 56.4
 JF1437:UTM  14      -  HYMER AZ MK                              074 08 22.7
 JF1437
 JF1437|---------------------------------------------------------------------|
 JF1437| PID    Reference Object                     Distance      Geod. Az  |
 JF1437|                                                           dddmmss.s |
 JF1437| CL4552 HYMER AZ MK                                        0753325.9 |
 JF1437| CL4554 HYMER RM 2                            9.183 METERS 10656     |
 JF1437| CL4553 HYMER RM 1                            9.630 METERS 35055     |
 JF1437|---------------------------------------------------------------------|
 JF1437
 JF1437                          SUPERSEDED SURVEY CONTROL
 JF1437
 JF1437  NAD 83(1986)-  38 28 51.85688(N)    096 43 21.60071(W) AD(       ) 2
 JF1437  NAD 27      -  38 28 51.81087(N)    096 43 20.56328(W) AD(       ) 2
 JF1437
 JF1437.Superseded values are not recommended for survey control.
 JF1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1437.See file dsdata.txt to determine how the superseded data were derived.
 JF1437
 JF1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH9864261650(NAD 83)
 JF1437_MARKER: DS = TRIANGULATION STATION DISK
 JF1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1437
 JF1437  HISTORY     - Date     Condition        Report By
 JF1437  HISTORY     - 1956     MONUMENTED       CGS
 JF1437  HISTORY     - 1968     GOOD             CGS
 JF1437
 JF1437                          STATION DESCRIPTION
 JF1437
 JF1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1437'THE STATION IS LOCATED ON THE TOP OF A FLAT TOP HILL ABOUT 11
 JF1437'MILES NORTHWEST OF STRONG CITY, ABOUT 11 MILES NORTH OF CLEMENTS,
 JF1437'ABOUT 10 MILES SOUTHEAST OF BURDICK AND ABOUT 2 MILES WEST OF THE
 JF1437'SMALL VILLAGE OF HYMER, ON THE PROPERTY OF MRS. TOM LOWE.  IT
 JF1437'IS 6 FEET EAST OF A WHITE WITNESS POST, 62 FEET WEST OF THE EAST
 JF1437'RIM OF THE HILL AND 52 FEET SOUTH OF THE NORTH RIM OF THE HILL.
 JF1437'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HYMER 1956.
 JF1437'
 JF1437'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HYMER, GO SOUTH
 JF1437'ON GRAVELED ROAD FOR 0.15 MILE TO A PAVED SIDE ROAD RIGHT AND A
 JF1437'SCHOOL BUILDING ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE
 JF1437'PAVED ROAD FOR 0.8 MILE TO GRAVELED SIDE ROAD LEFT AND A SECTION
 JF1437'LINE ROAD CONTINUES WEST (THIS IS WHERE THE PAVED ROAD TURNS
 JF1437'NORTH).  TURN LEFT THROUGH A WIRE GATE AND GO SOUTH AND WEST
 JF1437'UP HILL ON THE GRAVELED ROAD FOR 0.2 MILE TO THE END OF THE
 JF1437'GRAVEL.  CONTINUE WESTERLY ON DIRT ROAD ACROSS THE PASTURE
 JF1437'FIELD FOR 0.1 MILE TO A WIRE GATE AND THE AZIMUTH MARK ON THE
 JF1437'LEFT.  CONTINUE WESTERLY ON THE DIRT ROAD FOR 0.65 MILE TO A
 JF1437'FORK.  LEAVE THE ROAD AND CONTINUE WEST UP A VERY STEEP
 JF1437'HILL FOR 0.2 MILE TO THE TOP AND THE STATION NEAR THE EAST EDGE
 JF1437'OF THE HILL.
 JF1437'
 JF1437'REFERENCE MARK 1 IS 29 FEET NORTH OF A WHITE WITNESS POST AND
 JF1437'30 FEET SOUTH OF THE NORTH RIM OF THE HILL.  THE MARK PROJECTS
 JF1437'3 INCHES AND THE DISK IS STAMPED HYMER NO 1 1956.
 JF1437'
 JF1437'REFERENCE MARK 2 IS 36 FEET EAST OF THE WHITE WITNESS POST AND
 JF1437'31 FEET WEST OF THE EAST RIM OF THE HILL.  THE MARK PROJECTS
 JF1437'3 INCHES AND THE DISK IS STAMPED HYMER NO 2 1956.
 JF1437'
 JF1437'THE AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTERLINE OF A DIRT
 JF1437'ROAD, 4 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 JF1437'FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED HYMER
 JF1437'1956.
 JF1437'
 JF1437'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1437
 JF1437                          STATION RECOVERY (1968)
 JF1437
 JF1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1437'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1437'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JF1437'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1437'FOR RECOVERY.
 JF1437'
 JF1437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 JF1437'WEST OF HYMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8073 ***********************************************************************
 AJ8073  PACS        -  This is a Primary Airport Control Station.
 AJ8073  DESIGNATION -  HYS A
 AJ8073  PID         -  AJ8073
 AJ8073  STATE/COUNTY-  KS/ELLIS
 AJ8073  USGS QUAD   -  HAYS SOUTH (1983)
 AJ8073
 AJ8073                         *CURRENT SURVEY CONTROL
 AJ8073  ___________________________________________________________________
 AJ8073* NAD 83(1997)-  38 50 31.28220(N)    099 16 26.63060(W)     ADJUSTED  
 AJ8073* NAVD 88     -       607.94   (meters)    1994.5    (feet)  GPS OBS   
 AJ8073  ___________________________________________________________________
 AJ8073  X           -    -801,724.037 (meters)                     COMP
 AJ8073  Y           -  -4,909,771.772 (meters)                     COMP
 AJ8073  Z           -   3,979,037.396 (meters)                     COMP
 AJ8073  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AJ8073  ELLIP HEIGHT-         581.82  (meters)          (07/29/04) GPS OBS
 AJ8073  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 AJ8073
 AJ8073  HORZ ORDER  -  B
 AJ8073  ELLP ORDER  -  FOURTH    CLASS II
 AJ8073
 AJ8073.This mark is at Hays Municipal Airport (HYS)
 AJ8073
 AJ8073.The horizontal coordinates were established by GPS observations
 AJ8073.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8073
 AJ8073.The orthometric height was determined by GPS observations and a
 AJ8073.high-resolution geoid model.
 AJ8073
 AJ8073.GPS derived orthometric heights for airport stations designated as
 AJ8073.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8073.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8073.not indicate centimeter accuracy relative to other marks which are
 AJ8073.part of the NAVD 88 network.
 AJ8073
 AJ8073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8073
 AJ8073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8073
 AJ8073.The ellipsoidal height was determined by GPS observations
 AJ8073.and is referenced to NAD 83.
 AJ8073
 AJ8073.The geoid height was determined by GEOID03.
 AJ8073
 AJ8073;                    North         East     Units Scale Factor Converg.
 AJ8073;SPC KS N     -    57,248.016   289,393.035   MT  0.99998213   -0 48 22.0
 AJ8073;UTM  14      - 4,299,281.602   476,215.612   MT  0.99960697   -0 10 18.8
 AJ8073
 AJ8073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8073!SPC KS N     -   0.99990872  x   0.99998213  =   0.99989085
 AJ8073!UTM  14      -   0.99990872  x   0.99960697  =   0.99951573
 AJ8073
 AJ8073:                Primary Azimuth Mark                     Grid Az
 AJ8073:SPC KS N     -  HYS AP STA B                             163 50 41.0
 AJ8073:UTM  14      -  HYS AP STA B                             163 12 37.8
 AJ8073
 AJ8073|---------------------------------------------------------------------|
 AJ8073| PID    Reference Object                     Distance      Geod. Az  |
 AJ8073|                                                           dddmmss.s |
 AJ8073| JG0347 HYS AP STA B                        461.189 METERS 1630219.0 |
 AJ8073| JG0346 HYS AP STA A                        APPROX. 1.3 KM 3485712.2 |
 AJ8073|---------------------------------------------------------------------|
 AJ8073
 AJ8073                          SUPERSEDED SURVEY CONTROL
 AJ8073
 AJ8073  ELLIP H (03/07/02)  581.83   (m)                       GP(       ) 4 2
 AJ8073
 AJ8073.Superseded values are not recommended for survey control.
 AJ8073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8073.See file dsdata.txt to determine how the superseded data were derived.
 AJ8073
 AJ8073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7621699282(NAD 83)
 AJ8073_MARKER: I = METAL ROD
 AJ8073_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8073_STAMPING: HYS A 2001
 AJ8073_MARK LOGO: NGS   
 AJ8073_PROJECTION: FLUSH
 AJ8073_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8073+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 AJ8073_ROD/PIPE-DEPTH: 4.36 meters
 AJ8073_SLEEVE-DEPTH  : 0.9 meters
 AJ8073
 AJ8073  HISTORY     - Date     Condition        Report By
 AJ8073  HISTORY     - 20010401 MONUMENTED       MSAM
 AJ8073
 AJ8073                          STATION DESCRIPTION
 AJ8073
 AJ8073'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8073'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 AJ8073'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) SOUTHEAST OF HAYS,
 AJ8073'KANSAS, AT
 AJ8073'THE HAYS REGIONAL AIRPORT.  IT IS NEAR THE CENTER OF THE AIRPORT, WEST
 AJ8073'OF
 AJ8073'RUNWAY 34-16 AND SOUTH OF RUNWAY 3-21. THIS IS NOT A CONTROLLED
 AJ8073'AIRPORT.
 AJ8073'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT
 AJ8073'MANAGER. CONTACT MR. TERRY URBAN AT 785-628-7370. OWNERSHIP-HAYS
 AJ8073'REGIONAL AIRPORT.
 AJ8073' 
 AJ8073'TO REACH THE STATION FROM EXIT 159 ON INTERSTATE 70, GO SOUTH, ON VINE
 AJ8073'STREET FOR 2.15 MILES TO THE INTERSECTION WITH OLD HIGHWAY 40. TURN
 AJ8073'LEFT,
 AJ8073'EAST, ON OLD HIGHWAY 40 FOR 2.2 MILES TO A SIDE ROAD ON THE RIGHT.
 AJ8073'TURN
 AJ8073'RIGHT, SOUTH, ON A DIRT ROAD FOR 240 FT TO AN UNLOCKED GATE. TO
 AJ8073'PROCEED
 AJ8073'ONTO THE AIRFIELD YOU MUST OBTAIN PERMISSION FROM THE AIRPORT MANAGER.
 AJ8073'GO THROUGH THE GATE,  SOUTHEAST ON A TWO TRACK ROAD FOR 0.9 MI TO THE
 AJ8073'STATION ON YOUR RIGHT.
 AJ8073' 
 AJ8073'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8073'TO A
 AJ8073'DEPTH OF 4.36 M (14.3 FT), ENCASED IN A 0.9 M (3 FT) LONG GREASE
 AJ8073'FILLED FINNED SLEEVE,
 AJ8073'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A
 AJ8073'STABILITY
 AJ8073'MARK, ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE
 AJ8073'COLLAR FLUSH WITH THE GROUND. IT IS 67.4 M (221.1 FT) NORTHWEST OF THE
 AJ8073'2ND
 AJ8073'RUNWAY LIGHT SOUTH OF RAMP M-3, 59.2 M (194.2 FT) SOUTHWEST OF THE 1ST
 AJ8073'RUNWAY LIGHT SOUTH OF RAMP M-3 , 58.0 M (190.3 FT) WEST-SOUTHWEST OF
 AJ8073'THE
 AJ8073'WEST EDGE OF RUNWAY 34-16,  1 M (3.3 FT) EAST OF A PLOWED FIELD AND
 AJ8073'0.61 M (2 FT)
 AJ8073'EAST OF A CARSONITE WITNESS POST. THIS STATION IS DESIGNATED AS A
 AJ8073'PRIMARY
 AJ8073'AIRPORT CONTROL STATION.
 AJ8073' 
 AJ8073' 
 AJ8073' 
 AJ8073'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0346 ***********************************************************************
 JG0346  SACS        -  This is a Secondary Airport Control Station.
 JG0346  DESIGNATION -  HYS AP STA A
 JG0346  PID         -  JG0346
 JG0346  STATE/COUNTY-  KS/ELLIS
 JG0346  USGS QUAD   -  HAYS SOUTH (1983)
 JG0346
 JG0346                         *CURRENT SURVEY CONTROL
 JG0346  ___________________________________________________________________
 JG0346* NAD 83(1997)-  38 51 11.88652(N)    099 16 36.76822(W)     ADJUSTED  
 JG0346* NAVD 88     -       608.426  (meters)    1996.14   (feet)  ADJUSTED  
 JG0346  ___________________________________________________________________
 JG0346  X           -    -801,838.787 (meters)                     COMP
 JG0346  Y           -  -4,908,957.561 (meters)                     COMP
 JG0346  Z           -   3,980,012.961 (meters)                     COMP
 JG0346  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 JG0346  ELLIP HEIGHT-         582.32  (meters)          (07/29/04) GPS OBS
 JG0346  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 JG0346  DYNAMIC HT  -         607.975 (meters)    1994.66  (feet)  COMP
 JG0346  MODELED GRAV-     979,866.9   (mgal)                       NAVD 88
 JG0346
 JG0346  HORZ ORDER  -  FIRST
 JG0346  VERT ORDER  -  SECOND    CLASS 0
 JG0346  ELLP ORDER  -  FOURTH    CLASS II
 JG0346
 JG0346.This mark is at Hays Municipal Airport (HYS)
 JG0346
 JG0346.The horizontal coordinates were established by GPS observations
 JG0346.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 JG0346
 JG0346.The orthometric height was determined by differential leveling
 JG0346.and adjusted by the National Geodetic Survey in June 1991..
 JG0346
 JG0346.Photographs are available for this station.
 JG0346
 JG0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JG0346
 JG0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0346
 JG0346.The ellipsoidal height was determined by GPS observations
 JG0346.and is referenced to NAD 83.
 JG0346
 JG0346.The geoid height was determined by GEOID03.
 JG0346
 JG0346.The dynamic height is computed by dividing the NAVD 88
 JG0346.geopotential number by the normal gravity value computed on the
 JG0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0346.degrees latitude (g = 980.6199 gals.).
 JG0346
 JG0346.The modeled gravity was interpolated from observed gravity values.
 JG0346
 JG0346;                    North         East     Units Scale Factor Converg.
 JG0346;SPC KS N     -    58,503.420   289,166.236   MT  0.99998076   -0 48 28.4
 JG0346;UTM  14      - 4,300,533.949   475,975.021   MT  0.99960711   -0 10 25.3
 JG0346
 JG0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0346!SPC KS N     -   0.99990864  x   0.99998076  =   0.99988940
 JG0346!UTM  14      -   0.99990864  x   0.99960711  =   0.99951579
 JG0346
 JG0346:                Primary Azimuth Mark                     Grid Az
 JG0346:SPC KS N     -  HYS A                                    169 45 34.2
 JG0346:UTM  14      -  HYS A                                    169 07 31.1
 JG0346
 JG0346|---------------------------------------------------------------------|
 JG0346| PID    Reference Object                     Distance      Geod. Az  |
 JG0346|                                                           dddmmss.s |
 JG0346| AJ8073 HYS A                               APPROX. 1.3 KM 1685705.8 |
 JG0346|---------------------------------------------------------------------|
 JG0346
 JG0346                          SUPERSEDED SURVEY CONTROL
 JG0346
 JG0346  ELLIP H (03/07/02)  582.33   (m)                       GP(       ) 4 2
 JG0346  NGVD 29 (??/??/92)  608.171  (m)         1995.31   (f) ADJ UNCH    2 0
 JG0346
 JG0346.Superseded values are not recommended for survey control.
 JG0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0346.See file dsdata.txt to determine how the superseded data were derived.
 JG0346
 JG0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7597500534(NAD 83)
 JG0346_MARKER: DT = TOPOGRAPHIC STATION DISK
 JG0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0346_STAMPING: AP STA A 1967
 JG0346_MARK LOGO: CGS   
 JG0346_PROJECTION: FLUSH
 JG0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0346+STABILITY: SURFACE MOTION
 JG0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0346+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 JG0346
 JG0346  HISTORY     - Date     Condition        Report By
 JG0346  HISTORY     - 1967     MONUMENTED       CGS
 JG0346  HISTORY     - 1971     GOOD             NGS
 JG0346  HISTORY     - 19871130 GOOD             NGS
 JG0346  HISTORY     - 20010417 GOOD             MSAM
 JG0346
 JG0346                          STATION DESCRIPTION
 JG0346
 JG0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JG0346'3.7 MI E FROM HAYS.
 JG0346'AT THE HAYS MUNICIPAL AIRPORT, 75.05 FT. WEST FROM THE WEST
 JG0346'EDGE OF THE CONCRETE PAVEMENT ON RUNWAY 16-34, 65.65 FT. WEST
 JG0346'FROM THE NORTHWEST THRESHOLD LIGHT (NO. 10), 144.82 FT
 JG0346'NORTH-NORTHWEST FROM THE FIRST RUNWAY LIGHT SOUTH OF RUNWAY END
 JG0346'16 (NO. 11 RUNWAY LIGHT).  THE MARK IS A STANDARD TOPOGRAPHIC
 JG0346'DISK, STAMPED AP 1967 STA A, SET IN A CONCRETE POST IMBEDDED
 JG0346'FLUSH WITH THE GROUND.
 JG0346
 JG0346                          STATION RECOVERY (1971)
 JG0346
 JG0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JG0346'RECOVERED IN GOOD CONDITION.
 JG0346
 JG0346                          STATION RECOVERY (1987)
 JG0346
 JG0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JG0346'THE STATION IS LOCATED ON THE HAYS MUNICIPAL AIRPORT, 75.05 FT (22.88
 JG0346'M) WEST FROM THE WEST EDGE OF THE CONCRETE PAVEMENT ON RUNWAY 16-34,
 JG0346'65.65 FT (20.01 M) WEST FROM THE NORTHWEST THRESHOLD LIGHT (NO 10)
 JG0346'144.82 FT (44.14 M) NORTH-NORTHWEST FROM THE FIRST RUNWAY LIGHT SOUTH
 JG0346'OF RUNWAY END 16 RUNWAY LIGHT NO 11.  THE MARK IS A STANDARD
 JG0346'TOPOGRAPHIC DISK, STAMPED AP 1967 STA A, SET IN A CONCRETE POST
 JG0346'IMBEDDED FLUSH WITH THE GROUND.  THE STATION IS ALSO A SECOND ORDER
 JG0346'BENCH MARK.
 JG0346
 JG0346                          STATION RECOVERY (2001)
 JG0346
 JG0346'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 JG0346'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 JG0346'THE STATION IS LOCATED ABOUT 5.25 KM (33 MI) SOUTHEAST OF HAYS,
 JG0346'KANSAS, AT
 JG0346'THE HAYS REGIONAL AIRPORT.  IT IS NEAR THE NORTH END OF THE AIRPORT,
 JG0346'WEST
 JG0346'OF RUNWAY 34-16. THIS IS NOT A CONTROLLED AIRPORT. PERMISSION TO USE
 JG0346'THIS
 JG0346'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. CONTACT MR. TERRY
 JG0346'URBAN AT 785-628-7370. OWNERSHIP-HAYS REGIONAL AIRPORT.
 JG0346' 
 JG0346'TO REACH THE STATION FROM EXIT 159 ON INTERSTATE 70, GO SOUTH, ON VINE
 JG0346'STREET FOR 2.15 MILES TO THE INTERSECTION WITH OLD HIGHWAY 40. TURN
 JG0346'LEFT,
 JG0346'EAST, ON OLD HIGHWAY 40 FOR 2.2 MILES TO A SIDE ROAD ON THE RIGHT.
 JG0346'TURN
 JG0346'RIGHT, SOUTH, ON A DIRT ROAD FOR 240 FT TO AN UNLOCKED GATE. TO
 JG0346'PROCEED
 JG0346'ONTO THE AIRFIELD YOU MUST OBTAIN PERMISSION FROM THE AIRPORT MANAGER.
 JG0346'GO THROUGH THE GATE,  SOUTHEAST ON A TWO TRACK ROAD FOR 0.1 MI TO THE
 JG0346'STATION ON YOUR LEFT.
 JG0346' 
 JG0346'THE MARK IS A NOS TOPOGRAPHIC DISK SET IN THE TOP CENTER OF A CONCRETE
 JG0346'POST FLUSH WITH THE GROUND. IT IS IN LINE WITH THE NORTH END OF RUNWAY
 JG0346'16-34, 60.6 M (198.8 FT) NORTHWEST OF A LIGHT BOX, 23.1 M (75.8 FT)
 JG0346'WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 16-34 AND 20.3 M (66.6
 JG0346'FT) SOUTHWEST OF THE SOUTHWESTERN MOST THRESHOLD LIGHT. THIS STATION
 JG0346'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 JG0346' 
 JG0346' 
 JG0346'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0347 ***********************************************************************
 JG0347  SACS        -  This is a Secondary Airport Control Station.
 JG0347  DESIGNATION -  HYS AP STA B
 JG0347  PID         -  JG0347
 JG0347  STATE/COUNTY-  KS/ELLIS
 JG0347  USGS QUAD   -  HAYS SOUTH (1983)
 JG0347
 JG0347                         *CURRENT SURVEY CONTROL
 JG0347  ___________________________________________________________________
 JG0347* NAD 83(1997)-  38 50 16.97691(N)    099 16 21.05206(W)     ADJUSTED  
 JG0347* NAVD 88     -       605.056  (meters)    1985.09   (feet)  ADJUSTED  
 JG0347  ___________________________________________________________________
 JG0347  X           -    -801,635.468 (meters)                     COMP
 JG0347  Y           -  -4,910,064.295 (meters)                     COMP
 JG0347  Z           -   3,978,691.956 (meters)                     COMP
 JG0347  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 JG0347  ELLIP HEIGHT-         578.93  (meters)          (07/29/04) GPS OBS
 JG0347  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 JG0347  DYNAMIC HT  -         604.607 (meters)    1983.61  (feet)  COMP
 JG0347  MODELED GRAV-     979,866.5   (mgal)                       NAVD 88
 JG0347
 JG0347  HORZ ORDER  -  FIRST
 JG0347  VERT ORDER  -  SECOND    CLASS 0
 JG0347  ELLP ORDER  -  FOURTH    CLASS II
 JG0347
 JG0347.This mark is at Hays Municipal Airport (HYS)
 JG0347
 JG0347.The horizontal coordinates were established by GPS observations
 JG0347.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 JG0347
 JG0347.The orthometric height was determined by differential leveling
 JG0347.and adjusted by the National Geodetic Survey in June 1991..
 JG0347
 JG0347.Photographs are available for this station.
 JG0347
 JG0347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JG0347
 JG0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0347
 JG0347.The ellipsoidal height was determined by GPS observations
 JG0347.and is referenced to NAD 83.
 JG0347
 JG0347.The geoid height was determined by GEOID03.
 JG0347
 JG0347.The dynamic height is computed by dividing the NAVD 88
 JG0347.geopotential number by the normal gravity value computed on the
 JG0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0347.degrees latitude (g = 980.6199 gals.).
 JG0347
 JG0347.The modeled gravity was interpolated from observed gravity values.
 JG0347
 JG0347;                    North         East     Units Scale Factor Converg.
 JG0347;SPC KS N     -    56,805.046   289,521.354   MT  0.99998263   -0 48 18.5
 JG0347;UTM  14      - 4,298,840.245   476,348.777   MT  0.99960689   -0 10 15.2
 JG0347
 JG0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0347!SPC KS N     -   0.99990917  x   0.99998263  =   0.99989181
 JG0347!UTM  14      -   0.99990917  x   0.99960689  =   0.99951610
 JG0347
 JG0347:                Primary Azimuth Mark                     Grid Az
 JG0347:SPC KS N     -  HYS A                                    343 50 41.0
 JG0347:UTM  14      -  HYS A                                    343 12 37.7
 JG0347
 JG0347|---------------------------------------------------------------------|
 JG0347| PID    Reference Object                     Distance      Geod. Az  |
 JG0347|                                                           dddmmss.s |
 JG0347| AJ8073 HYS A                               461.189 METERS 3430222.5 |
 JG0347|---------------------------------------------------------------------|
 JG0347
 JG0347                          SUPERSEDED SURVEY CONTROL
 JG0347
 JG0347  ELLIP H (03/07/02)  578.94   (m)                       GP(       ) 4 2
 JG0347  NGVD 29 (??/??/92)  604.801  (m)         1984.25   (f) ADJ UNCH    2 0
 JG0347
 JG0347.Superseded values are not recommended for survey control.
 JG0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0347.See file dsdata.txt to determine how the superseded data were derived.
 JG0347
 JG0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7634998840(NAD 83)
 JG0347_MARKER: DT = TOPOGRAPHIC STATION DISK
 JG0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0347_STAMPING: AP STA B 1967
 JG0347_MARK LOGO: CGS   
 JG0347_PROJECTION: RECESSED 2 CENTIMETERS
 JG0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0347+STABILITY: SURFACE MOTION
 JG0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0347+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2001
 JG0347
 JG0347  HISTORY     - Date     Condition        Report By
 JG0347  HISTORY     - 1967     MONUMENTED       CGS
 JG0347  HISTORY     - 19871130 GOOD             NGS
 JG0347  HISTORY     - 20010417 GOOD             MSAM
 JG0347
 JG0347                          STATION DESCRIPTION
 JG0347
 JG0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JG0347'3.7 MI E FROM HAYS.
 JG0347'AT THE HAYS MUNICIPAL AIRPORT, 75.05 FT. WEST FROM THE WEST EDGE
 JG0347'OF THE CONCRETE PAVEMENT ON RUNWAY 16-34, 67.50 FT. WEST FROM
 JG0347'THE SOUTHWEST THRESHOLD LIGHT AND 146.45 FT. WOUTH FROM THE
 JG0347'FIRST RUNWAY LIGHT NORTH OF RUNWAY END 34.  THE MARK IS A
 JG0347'STANDARD TOPOGRAPHIC DISK STAMPED AP 1967 STA B, SET IN A
 JG0347'CONCRETE POST IMBEDDED FLUSH WITH THE GROUND.
 JG0347
 JG0347                          STATION RECOVERY (1987)
 JG0347
 JG0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JG0347'THE STATION IS LOCATED ON THE HAYS MUNICIPAL AIRPORT, 75.05 FT (22.88
 JG0347'M) WEST FROM THE WEST EDGE OF THE CONCRETE PAVEMENT ON RUNWAY 16-34,
 JG0347'AND 146.45 FT (44.64 M) SOUTH FROM THE FIRST RUNWAY LIGHT NORTH OF OLD
 JG0347'RUNWAY END 34.  THE MARK IS A STANDARD TOPOGRAPHIC DISK, STAMPED AP
 JG0347'1967 STA B, SET IN A CONCRETE POST IMBEDDED FLUSH WITH THE GROUND.
 JG0347'THE STATION IS ALSO A SECOND-ORDER BENCH MARK.
 JG0347
 JG0347                          STATION RECOVERY (2001)
 JG0347
 JG0347'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 JG0347'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 JG0347'THE STATION IS LOCATED ABOUT 5.25 KM (33 MI) SOUTHEAST OF HAYS,
 JG0347'KANSAS, AT
 JG0347'THE HAYS REGIONAL AIRPORT.  IT IS NEAR THE SOUTH END OF THE AIRPORT,
 JG0347'WEST
 JG0347'OF RUNWAY 34-16. THIS IS NOT A CONTROLLED AIRPORT. PERMISSION TO USE
 JG0347'THIS
 JG0347'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. CONTACT MR. TERRY
 JG0347'URBAN AT 785-628-7370. OWNERSHIP-HAYS REGIONAL AIRPORT.
 JG0347' 
 JG0347'TO REACH THE STATION FROM EXIT 159 ON INTERSTATE 70, GO SOUTH, ON VINE
 JG0347'STREET FOR 2.15 MILES TO THE INTERSECTION WITH OLD HIGHWAY 40. TURN
 JG0347'LEFT,
 JG0347'EAST, ON OLD HIGHWAY 40 FOR 2.2 MILES TO A SIDE ROAD ON THE RIGHT.
 JG0347'TURN
 JG0347'RIGHT, SOUTH, ON A DIRT ROAD FOR 240 FT TO AN UNLOCKED GATE. TO
 JG0347'PROCEED
 JG0347'ONTO THE AIRFIELD YOU MUST OBTAIN PERMISSION FROM THE AIRPORT MANAGER.
 JG0347'GO THROUGH THE GATE,  SOUTHEAST ON A TWO TRACK ROAD FOR 1.2 MI TO THE
 JG0347'STATION ON YOUR LEFT.
 JG0347' 
 JG0347'THE MARK IS A NOS TOPOGRAPHIC DISK SET IN THE TOP CENTER OF A CONCRETE
 JG0347'POST RECESSED 0.02 M  (0.6 FT) BELOW THE GROUND. IT IS 58.9 M (193.2
 JG0347'FT)
 JG0347'SOUTH-SOUTHWEST OF THE 1ST RUNWAY LIGHT SOUTH OF THE AWOS CONCRETE
 JG0347'ACCESS ROAD, 23.0 M (75.5 FT) WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF
 JG0347'RUNWAY 16-34 AND 20.6 M (67.6 FT) NORTHWEST OF THE 2ND RUNWAY LIGHT
 JG0347'SOUTH
 JG0347'OF THE AWOS CONCRETE ACCESS ROAD. THIS STATION IS DESIGNATED AS A
 JG0347'SECONDARY AIRPORT CONTROL STATION.
 JG0347' 
 JG0347'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0544 ***********************************************************************
 KF0544  DESIGNATION -  I 3
 KF0544  PID         -  KF0544
 KF0544  STATE/COUNTY-  KS/CLOUD
 KF0544  USGS QUAD   -  RICE (1965)
 KF0544
 KF0544                         *CURRENT SURVEY CONTROL
 KF0544  ___________________________________________________________________
 KF0544* NAD 83(1986)-  39 31 25.     (N)    097 35 16.     (W)     SCALED    
 KF0544* NAVD 88     -       446.851  (meters)    1466.04   (feet)  ADJUSTED  
 KF0544  ___________________________________________________________________
 KF0544  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 KF0544  DYNAMIC HT  -         446.572 (meters)    1465.13  (feet)  COMP
 KF0544  MODELED GRAV-     979,987.2   (mgal)                       NAVD 88
 KF0544
 KF0544  VERT ORDER  -  FIRST     CLASS II
 KF0544
 KF0544.The horizontal coordinates were scaled from a topographic map and have
 KF0544.an estimated accuracy of +/- 6 seconds.
 KF0544
 KF0544.The orthometric height was determined by differential leveling
 KF0544.and adjusted by the National Geodetic Survey in June 1991..
 KF0544
 KF0544.The geoid height was determined by GEOID03.
 KF0544
 KF0544.The dynamic height is computed by dividing the NAVD 88
 KF0544.geopotential number by the normal gravity value computed on the
 KF0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0544.degrees latitude (g = 980.6199 gals.).
 KF0544
 KF0544.The modeled gravity was interpolated from observed gravity values.
 KF0544
 KF0544;                    North         East    Units  Estimated Accuracy
 KF0544;SPC KS N     -   132,220.      435,440.      MT  (+/- 180 meters Scaled)
 KF0544
 KF0544                          SUPERSEDED SURVEY CONTROL
 KF0544
 KF0544  NGVD 29 (??/??/92)  446.712  (m)         1465.59   (f) ADJ UNCH    1 2
 KF0544
 KF0544.Superseded values are not recommended for survey control.
 KF0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0544.See file dsdata.txt to determine how the superseded data were derived.
 KF0544
 KF0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ213758(NAD 83)
 KF0544_MARKER: H = DRILL HOLE
 KF0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0544_SP_SET: LIMESTONE
 KF0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0544+STABILITY: SURFACE MOTION
 KF0544
 KF0544  HISTORY     - Date     Condition        Report By
 KF0544  HISTORY     - UNK      MONUMENTED       CGS
 KF0544  HISTORY     - 1947     GOOD             NGS
 KF0544
 KF0544                          STATION DESCRIPTION
 KF0544
 KF0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0544'5.5 MI SE FROM CONCORDIA.
 KF0544'5.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0544'RAILROAD FROM THE STATION AT CONCORDIA, AT HUSCHER, 12 RAILS
 KF0544'SOUTHEAST OF THE STATION SIGN, 44.6 FEET NORTHEAST OF THE
 KF0544'NORTHEAST RAIL OF THE MAIN TRACK, 0.9 FOOT SOUTHWEST OF A
 KF0544'FENCE, 1.7 FEET EAST OF A REFERENCE POST, THE BOTTOM OF A
 KF0544'SQUARE HOLE SURROUNDED BY THE LETTERS USBM CUT IN THE TOP OF A
 KF0544'LIMESTONE POST WHICH PROJECTS 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8087 ***********************************************************************
 AJ8087  SACS        -  This is a Secondary Airport Control Station.
 AJ8087  DESIGNATION -  ICT G
 AJ8087  PID         -  AJ8087
 AJ8087  STATE/COUNTY-  KS/SEDGWICK
 AJ8087  USGS QUAD   -  WICHITA WEST (1982)
 AJ8087
 AJ8087                         *CURRENT SURVEY CONTROL
 AJ8087  ___________________________________________________________________
 AJ8087* NAD 83(1997)-  37 39 22.64036(N)    097 26 16.61024(W)     ADJUSTED  
 AJ8087* NAVD 88     -       405.03   (meters)    1328.8    (feet)  GPS OBS   
 AJ8087  ___________________________________________________________________
 AJ8087  X           -    -654,527.188 (meters)                     COMP
 AJ8087  Y           -  -5,013,580.103 (meters)                     COMP
 AJ8087  Z           -   3,875,541.282 (meters)                     COMP
 AJ8087  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AJ8087  ELLIP HEIGHT-         376.27  (meters)          (07/29/04) GPS OBS
 AJ8087  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AJ8087
 AJ8087  HORZ ORDER  -  FIRST
 AJ8087  ELLP ORDER  -  FOURTH    CLASS II
 AJ8087
 AJ8087.This mark is at Wichita Mid-Continent Airport (ICT)
 AJ8087
 AJ8087.The horizontal coordinates were established by GPS observations
 AJ8087.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8087
 AJ8087.The orthometric height was determined by GPS observations and a
 AJ8087.high-resolution geoid model.
 AJ8087
 AJ8087.GPS derived orthometric heights for airport stations designated as
 AJ8087.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8087.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8087.not indicate centimeter accuracy relative to other marks which are
 AJ8087.part of the NAVD 88 network.
 AJ8087
 AJ8087.Photographs are available for this station.
 AJ8087
 AJ8087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8087
 AJ8087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8087
 AJ8087.The ellipsoidal height was determined by GPS observations
 AJ8087.and is referenced to NAD 83.
 AJ8087
 AJ8087.The geoid height was determined by GEOID03.
 AJ8087
 AJ8087;                    North         East     Units Scale Factor Converg.
 AJ8087;SPC KS S     -   510,366.488   493,709.334   MT  0.99994627   +0 39 09.6
 AJ8087;UTM  14      - 4,168,828.300   637,786.040   MT  0.99983384   +0 57 16.0
 AJ8087
 AJ8087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8087!SPC KS S     -   0.99994096  x   0.99994627  =   0.99988723
 AJ8087!UTM  14      -   0.99994096  x   0.99983384  =   0.99977481
 AJ8087
 AJ8087                          SUPERSEDED SURVEY CONTROL
 AJ8087
 AJ8087  ELLIP H (03/07/02)  376.29   (m)                       GP(       ) 4 2
 AJ8087
 AJ8087.Superseded values are not recommended for survey control.
 AJ8087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8087.See file dsdata.txt to determine how the superseded data were derived.
 AJ8087
 AJ8087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3778668828(NAD 83)
 AJ8087_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8087_STAMPING: ICT G 2001
 AJ8087_MARK LOGO: NGS   
 AJ8087_PROJECTION: FLUSH
 AJ8087_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8087+STABILITY: SURFACE MOTION
 AJ8087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8087+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 AJ8087
 AJ8087  HISTORY     - Date     Condition        Report By
 AJ8087  HISTORY     - 20010424 MONUMENTED       MSAM
 AJ8087  HISTORY     - 20020827 GOOD             NGS
 AJ8087
 AJ8087                          STATION DESCRIPTION
 AJ8087
 AJ8087'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8087'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 AJ8087'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) SOUTHWEST OF WICHITA,
 AJ8087'KANSAS,
 AJ8087'AT THE MID-CONTINENT AIRPORT. IT IS IN THE NORTHWEST AREA ON THE
 AJ8087'AIRPORT,
 AJ8087'NORTHEAST OF RUNWAY 14-32, SOUTHWEST OF TAXIWAY C AND NORTHWEST OF
 AJ8087'RUNWAY 1L-19R. THIS IS A CONTROLLED AIRPORT. AN ESCORT IS REQUIRED FOR
 AJ8087'ACCESS TO THIS STATION. PERMISSION TO USE THIS STATION MUST BE
 AJ8087'OBTAINED
 AJ8087'FROM THE DIRECTOR OF AIRPORT ENGINEERING AND PLANNING. CONTACT MR.
 AJ8087'JOHN OSWALD 316-946-4715. OWNERSHIP-WICHITA AIRPORT AUTHORITY.
 AJ8087' 
 AJ8087'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 235
 AJ8087'(EXIT 5) AND STATE HIGHWAY 42 IN WICHITA, KANSAS GO SOUTHWEST ON STATE
 AJ8087'HIGHWAY 42 (SOUTHWEST BOULEVARD) FOR 3.4 KM (2.1 MI) TO A DRIVE WAY ON
 AJ8087'THE
 AJ8087'RIGHT, TO THE AIRPORT MAINTENANCE AREA. TURN RIGHT, NORTH, 0.15 KM
 AJ8087'(0.1) MI
 AJ8087'TO THE MAINTENANCE YARD. KEEP RIGHT, GO NORTHEAST ON THE SOUTH YARD
 AJ8087'MAINTENANCE ROAD FOR 0.5 KM (0.3 MI) TO THE FIRE PIT ROAD. TURN LEFT,
 AJ8087'WEST,
 AJ8087'GO WEST AND NORTHWESTERLY ON THE FIRE PIT ROAD FOR 1.4 KM (0.9 MI) TO
 AJ8087'TAXIWAY D. TURN RIGHT, NORTHEAST ON TAXIWAY D FOR 0.95 KM (0.6 MI) TO
 AJ8087'RUNWAY 32-14, CONTINUE NORTHEAST ON TAXIWAY D FOR 0.8 KM (0.5 MI) TO
 AJ8087'TAXIWAY C. TURN LEFT, NORTHWEST, ON TAXIWAY C FOR 0.15 KM (0.1 MI) TO
 AJ8087'RUNWAY 1L-19R. CONTINUE NORTHWEST ON TAXIWAY C FOR 90 M (295 FT) TO
 AJ8087'THE
 AJ8087'STATION ON YOUR LEFT.
 AJ8087' 
 AJ8087'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8087'OF
 AJ8087'A CONCRETE POST FLUSH WITH THE GROUND. IT IS 49.0 M (160.8 FT)
 AJ8087'NORTHEAST OF
 AJ8087'THE CENTER OF THE NORTHEAST PAPI BASE ALONG RUNWAY 14-32, 49.0 M
 AJ8087'(160.8 FT)
 AJ8087'NORTH-NORTHEAST OF A CHISELED SQUARE IN THE NORTHERN MOST CORNER OF
 AJ8087'A CONCRETE PAD ADJACENT TO RUNWAY 14-32 AND 28 M (91.9 FT) NORTHWEST
 AJ8087'OF A
 AJ8087'SMALL WINDSOCK. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AJ8087'CONTROL STATION.
 AJ8087' 
 AJ8087'
 AJ8087
 AJ8087                          STATION RECOVERY (2002)
 AJ8087
 AJ8087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DJA)
 AJ8087'RECOVERED AS DESCRIBED. DJA 8/27/2002
 AJ8087' 
 AJ8087'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8088 ***********************************************************************
 AJ8088  SACS        -  This is a Secondary Airport Control Station.
 AJ8088  DESIGNATION -  ICT H
 AJ8088  PID         -  AJ8088
 AJ8088  STATE/COUNTY-  KS/SEDGWICK
 AJ8088  USGS QUAD   -  WICHITA WEST (1982)
 AJ8088
 AJ8088                         *CURRENT SURVEY CONTROL
 AJ8088  ___________________________________________________________________
 AJ8088* NAD 83(1997)-  37 38 36.27725(N)    097 26 24.36877(W)     ADJUSTED  
 AJ8088* NAVD 88     -       399.94   (meters)    1312.1    (feet)  GPS OBS   
 AJ8088  ___________________________________________________________________
 AJ8088  X           -    -654,828.316 (meters)                     COMP
 AJ8088  Y           -  -5,014,417.309 (meters)                     COMP
 AJ8088  Z           -   3,874,406.368 (meters)                     COMP
 AJ8088  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AJ8088  ELLIP HEIGHT-         371.18  (meters)          (07/29/04) GPS OBS
 AJ8088  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AJ8088
 AJ8088  HORZ ORDER  -  FIRST
 AJ8088  ELLP ORDER  -  FOURTH    CLASS II
 AJ8088
 AJ8088.This mark is at Wichita Mid-Continent Airport (ICT)
 AJ8088
 AJ8088.The horizontal coordinates were established by GPS observations
 AJ8088.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8088
 AJ8088.The orthometric height was determined by GPS observations and a
 AJ8088.high-resolution geoid model.
 AJ8088
 AJ8088.GPS derived orthometric heights for airport stations designated as
 AJ8088.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8088.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8088.not indicate centimeter accuracy relative to other marks which are
 AJ8088.part of the NAVD 88 network.
 AJ8088
 AJ8088.Photographs are available for this station.
 AJ8088
 AJ8088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8088
 AJ8088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8088
 AJ8088.The ellipsoidal height was determined by GPS observations
 AJ8088.and is referenced to NAD 83.
 AJ8088
 AJ8088.The geoid height was determined by GEOID03.
 AJ8088
 AJ8088;                    North         East     Units Scale Factor Converg.
 AJ8088;SPC KS S     -   508,935.094   493,535.433   MT  0.99994731   +0 39 04.8
 AJ8088;UTM  14      - 4,167,396.172   637,619.696   MT  0.99983328   +0 57 10.3
 AJ8088
 AJ8088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8088!SPC KS S     -   0.99994176  x   0.99994731  =   0.99988907
 AJ8088!UTM  14      -   0.99994176  x   0.99983328  =   0.99977505
 AJ8088
 AJ8088                          SUPERSEDED SURVEY CONTROL
 AJ8088
 AJ8088  ELLIP H (03/07/02)  371.20   (m)                       GP(       ) 4 2
 AJ8088
 AJ8088.Superseded values are not recommended for survey control.
 AJ8088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8088.See file dsdata.txt to determine how the superseded data were derived.
 AJ8088
 AJ8088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3762067396(NAD 83)
 AJ8088_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8088_STAMPING: ICT H 2001
 AJ8088_MARK LOGO: NGS   
 AJ8088_PROJECTION: FLUSH
 AJ8088_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8088+STABILITY: SURFACE MOTION
 AJ8088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8088+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 AJ8088
 AJ8088  HISTORY     - Date     Condition        Report By
 AJ8088  HISTORY     - 20010425 MONUMENTED       MSAM
 AJ8088  HISTORY     - 20020827 GOOD             NGS
 AJ8088
 AJ8088                          STATION DESCRIPTION
 AJ8088
 AJ8088'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8088'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 AJ8088'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) SOUTHWEST OF WICHITA,
 AJ8088'KANSAS,
 AJ8088'AT THE MID-CONTINENT AIRPORT. IT IS IN THE CENTRAL-WEST AREA ON THE
 AJ8088'AIRPORT, SOUTHEAST OF TAXIWAY D, AND JUST NORTH OF THE FIRE PIT ROAD.
 AJ8088'THIS IS A CONTROLLED AIRPORT. AN ESCORT IS REQUIRED FOR ACCESS TO THIS
 AJ8088'STATION. PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE
 AJ8088'DIRECTOR OF AIRPORT ENGINEERING AND PLANNING. CONTACT MR. JOHN OSWALD
 AJ8088'316-946-4715. OWNERSHIP-WICHITA AIRPORT AUTHORITY.
 AJ8088' 
 AJ8088'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 235
 AJ8088'(EXIT 5) AND STATE HIGHWAY 42 IN WICHITA, KANSAS GO SOUTHWEST ON STATE
 AJ8088'HIGHWAY 42 (SOUTHWEST BOULEVARD) FOR 3.4 KM (2.1 MI) TO A DRIVE WAY ON
 AJ8088'THE
 AJ8088'RIGHT, TO THE AIRPORT MAINTENANCE AREA. TURN RIGHT, NORTH, 0.15 KM
 AJ8088'(0.1) MI
 AJ8088'TO THE MAINTENANCE YARD. KEEP RIGHT, GO NORTHEAST ON THE SOUTH YARD
 AJ8088'MAINTENANCE ROAD FOR 0.5 KM (0.3 MI) TO THE FIRE PIT ROAD. TURN LEFT,
 AJ8088'WEST,
 AJ8088'GO WEST AND NORTHWESTERLY ON THE FIRE PIT ROAD FOR 1.4 KM (0.9 MI) TO
 AJ8088'TAXIWAY D AND TO THE STATION ON YOUR RIGHT.
 AJ8088' 
 AJ8088'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8088'OF
 AJ8088'A CONCRETE POST FLUSH WITH THE GROUND. IT IS 34.8 M (114.2 FT) SOUTH
 AJ8088'SOUTHEAST OF A CHISELED SQUARE ON A SMALL ACCESS BOX, 33.4  (109.6FT)
 AJ8088'SOUTH
 AJ8088'SOUTHWEST OF A CHISELED SQUARE ON THE SOUTHWEST CORNER OF A 1.2 M (4
 AJ8088'FT) BY 3.7 (12 FT) DRAIN INLET, 29.3 M (96.1 FT) EAST 0F THE EAST EDGE
 AJ8088'OF TAXIWAY D
 AJ8088'AND 34.2 M (112.2 FT) NORTHEAST OF A CARSONITE WITNESS POST SET BY A
 AJ8088'STOP
 AJ8088'SIGN. THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AJ8088'STATION.
 AJ8088' 
 AJ8088'
 AJ8088
 AJ8088                          STATION RECOVERY (2002)
 AJ8088
 AJ8088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DJA)
 AJ8088'RECOVERED AS DESCRIBED. DJA 8/27/2002
 AJ8088' 
 AJ8088' 
 AJ8088'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8254 ***********************************************************************
 DE8254  PACS        -  This is a Primary Airport Control Station.
 DE8254  DESIGNATION -  ICT J
 DE8254  PID         -  DE8254
 DE8254  STATE/COUNTY-  KS/SEDGWICK
 DE8254  USGS QUAD   -  WICHITA WEST (1982)
 DE8254
 DE8254                         *CURRENT SURVEY CONTROL
 DE8254  ___________________________________________________________________
 DE8254* NAD 83(1997)-  37 38 31.66702(N)    097 25 48.49046(W)     ADJUSTED  
 DE8254* NAVD 88     -       401.85   (meters)    1318.4    (feet)  GPS OBS   
 DE8254  ___________________________________________________________________
 DE8254  X           -    -653,967.505 (meters)                     COMP
 DE8254  Y           -  -5,014,618.719 (meters)                     COMP
 DE8254  Z           -   3,874,294.980 (meters)                     COMP
 DE8254  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DE8254  ELLIP HEIGHT-         373.09  (meters)          (07/29/04) GPS OBS
 DE8254  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DE8254
 DE8254  HORZ ORDER  -  B
 DE8254  ELLP ORDER  -  FOURTH    CLASS II
 DE8254
 DE8254.This mark is at Wichita Mid-Continent Airport (ICT)
 DE8254
 DE8254.The horizontal coordinates were established by GPS observations
 DE8254.and adjusted by the National Geodetic Survey in October 2002..
 DE8254
 DE8254.The orthometric height was determined by GPS observations and a
 DE8254.high-resolution geoid model.
 DE8254
 DE8254.GPS derived orthometric heights for airport stations designated as
 DE8254.PACS or SACS are published to 2 decimal places.  This maintains
 DE8254.centimeter relative accuracy between the PACS and SACS.  It does
 DE8254.not indicate centimeter accuracy relative to other marks which are
 DE8254.part of the NAVD 88 network.
 DE8254
 DE8254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8254
 DE8254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8254
 DE8254.The ellipsoidal height was determined by GPS observations
 DE8254.and is referenced to NAD 83.
 DE8254
 DE8254.The geoid height was determined by GEOID03.
 DE8254
 DE8254;                    North         East     Units Scale Factor Converg.
 DE8254;SPC KS S     -   508,803.020   494,416.537   MT  0.99994742   +0 39 26.9
 DE8254;UTM  14      - 4,167,268.751   638,501.384   MT  0.99983628   +0 57 32.1
 DE8254
 DE8254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8254!SPC KS S     -   0.99994146  x   0.99994742  =   0.99988888
 DE8254!UTM  14      -   0.99994146  x   0.99983628  =   0.99977775
 DE8254
 DE8254                          SUPERSEDED SURVEY CONTROL
 DE8254
 DE8254  ELLIP H (10/23/02)  373.11   (m)                       GP(       ) 4 1
 DE8254
 DE8254.Superseded values are not recommended for survey control.
 DE8254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8254.See file dsdata.txt to determine how the superseded data were derived.
 DE8254
 DE8254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3850167269(NAD 83)
 DE8254_MARKER: I = METAL ROD
 DE8254_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE8254_STAMPING: ICT J 2002
 DE8254_MARK LOGO: NGS   
 DE8254_PROJECTION: FLUSH
 DE8254_MAGNETIC: I = MARKER IS A STEEL ROD
 DE8254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8254+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002
 DE8254_ROD/PIPE-DEPTH: 17.0 meters
 DE8254_SLEEVE-DEPTH  : 0.9 meters
 DE8254
 DE8254  HISTORY     - Date     Condition        Report By
 DE8254  HISTORY     - 20020903 MONUMENTED       NGS
 DE8254
 DE8254                          STATION DESCRIPTION
 DE8254
 DE8254'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (DJA)
 DE8254'DESCRIBED BY THE NATIONAL GEODETIC SURVEY 2002  (DJA)
 DE8254'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) SOUTHWEST OF WICHITA,
 DE8254'KANSAS,
 DE8254'AT THE MID-CONTINENT AIRPORT. IT IS JUST SOUTH OF RUNWAY END 32 AND
 DE8254'WEST
 DE8254'OF A PERIMETER (MAINTENANCE) ROAD. THIS IS A CONTROLLED AIRPORT.
 DE8254'PERMISSION
 DE8254'TO USE THIS STATION MUST BE OBTAINED FROM THE DIRECTOR OF AIRPORT
 DE8254'ENGINEERING
 DE8254'AND PLANNING. CONTACT MR. JOHN OSWALD 316-946-4715. OWNERSHIP-WICHITA
 DE8254'AIRPORT
 DE8254'AUTHORITY.
 DE8254' 
 DE8254'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 235
 DE8254'(EXIT 5)
 DE8254'AND STATE HIGHWAY 42 (SOUTHWEST BOULEVARD) GO FOR 3.4 KM (2.1 MI) TO A
 DE8254'DRIVEWAY ON
 DE8254'THE RIGHT, TO THE AIRPORT MAINTENANCE AREA. TURN RIGHT, NORTH, 0.15 KM
 DE8254'(0.1) MI TO
 DE8254'THE MAINTENANCE YARD. KEEP RIGHT, GO NORTHEAST ON THE SOUTH YARD
 DE8254'MAINTENANCE
 DE8254'ROAD FOR 1.1 KM (0.7 MI) TO TAXIWAY E1. TURN LEFT, WEST, AND CROSS RWY
 DE8254'END 32  FOR
 DE8254'0.2 KM (0.12 MI) TO THE STATION ON-LINE WITH THE EDGE OF RUNWAY END
 DE8254'32.
 DE8254' 
 DE8254'THE STATION IS A PUNCH HOLE, TOP OF CENTER ON A STAINLESS STEEL ROD
 DE8254'DRIVEN TO
 DE8254'REFUSAL AT A DEPTH OF 17.0 MT (55.7 FT), ENCASED IN A 0.9 MT (3.0 FT)
 DE8254'LONG FINNED GREASED
 DE8254'SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE
 DE8254'COLLAR
 DE8254'FLUSH WITH THE GROUND. THE STATION IS 73.0 MT (239.5 FT) SOUTHWEST OF
 DE8254'THE SOUTHWEST
 DE8254'CORNER OF RUNWAY END 32, 51.6 MT (169.3 FT) WEST OF THE SOUTHWEST REIL
 DE8254'32, 10.0 MT
 DE8254'(32.8 FT)  SOUTHWEST OF A TRACK ROAD THAT IS SOUTH OF RUNWAY END 32
 DE8254'AND RUNS
 DE8254'PARALLEL WITH RUNWAY 32.
 DE8254' 
 DE8254'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION
 DE8254'(PACS).
 DE8254' 
 DE8254' 
 DE8254' 
 DE8254' 
 DE8254'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0312 ***********************************************************************
 JG0312  DESIGNATION -  IDA AZ MK
 JG0312  PID         -  JG0312
 JG0312  STATE/COUNTY-  KS/RUSH
 JG0312  USGS QUAD   -  HARGRAVE (1966)
 JG0312
 JG0312                         *CURRENT SURVEY CONTROL
 JG0312  ___________________________________________________________________
 JG0312* NAD 83(1986)-  38 32 44.     (N)    099 28 31.     (W)     SCALED    
 JG0312* NAVD 88     -       655.155  (meters)    2149.45   (feet)  ADJUSTED  
 JG0312  ___________________________________________________________________
 JG0312  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0312  DYNAMIC HT  -         654.653 (meters)    2147.81  (feet)  COMP
 JG0312  MODELED GRAV-     979,839.5   (mgal)                       NAVD 88
 JG0312
 JG0312  VERT ORDER  -  SECOND    CLASS 0
 JG0312
 JG0312.The horizontal coordinates were scaled from a topographic map and have
 JG0312.an estimated accuracy of +/- 6 seconds.
 JG0312
 JG0312.The orthometric height was determined by differential leveling
 JG0312.and adjusted by the National Geodetic Survey in June 1991..
 JG0312
 JG0312.The geoid height was determined by GEOID03.
 JG0312
 JG0312.The dynamic height is computed by dividing the NAVD 88
 JG0312.geopotential number by the normal gravity value computed on the
 JG0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0312.degrees latitude (g = 980.6199 gals.).
 JG0312
 JG0312.The modeled gravity was interpolated from observed gravity values.
 JG0312
 JG0312;                    North         East    Units  Estimated Accuracy
 JG0312;SPC KS S     -   608,980.      314,980.      MT  (+/- 180 meters Scaled)
 JG0312
 JG0312                          SUPERSEDED SURVEY CONTROL
 JG0312
 JG0312  NGVD 29 (??/??/92)  654.884  (m)         2148.57   (f) ADJ UNCH    2 0
 JG0312
 JG0312.Superseded values are not recommended for survey control.
 JG0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0312.See file dsdata.txt to determine how the superseded data were derived.
 JG0312
 JG0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH585664(NAD 83)
 JG0312_MARKER: DB = BENCH MARK DISK
 JG0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0312_STAMPING: IDA AZI 1934
 JG0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0312+STABILITY: SURFACE MOTION
 JG0312
 JG0312  HISTORY     - Date     Condition        Report By
 JG0312  HISTORY     - 1934     MONUMENTED       CGS
 JG0312
 JG0312                          STATION DESCRIPTION
 JG0312
 JG0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0312'0.2 MI S FROM HARGRAVE.
 JG0312'0.2 MILE SOUTH ALONG A DIRT ROAD FROM THE POST OFFICE AT HARGRAVE,
 JG0312'RUSH COUNTY, THENCE 1.6 MILES WEST ALONG STATE HIGHWAY 4, AND
 JG0312'THENCE 0.5 MILE SOUTH ALONG A SECTION-LINE ROAD, 37 FEET WEST OF
 JG0312'THE CENTER LINE OF THE ROAD, 3 FEET NORTH OF A FENCE CORNER, AND
 JG0312'2 FEET EAST OF THE FENCE.  A STANDARD AZIMUTH-MARK DISK, STAMPED
 JG0312'IDA AZI 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JG0312'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0314 ***********************************************************************
 JG0314  DESIGNATION -  IDA RM 1
 JG0314  PID         -  JG0314
 JG0314  STATE/COUNTY-  KS/RUSH
 JG0314  USGS QUAD   -  HARGRAVE (1966)
 JG0314
 JG0314                         *CURRENT SURVEY CONTROL
 JG0314  ___________________________________________________________________
 JG0314* NAD 83(1986)-  38 33 09.     (N)    099 28 58.     (W)     SCALED    
 JG0314* NAVD 88     -       665.710  (meters)    2184.08   (feet)  ADJUSTED  
 JG0314  ___________________________________________________________________
 JG0314  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0314  DYNAMIC HT  -         665.199 (meters)    2182.41  (feet)  COMP
 JG0314  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 JG0314
 JG0314  VERT ORDER  -  SECOND    CLASS 0
 JG0314
 JG0314.The horizontal coordinates were scaled from a topographic map and have
 JG0314.an estimated accuracy of +/- 6 seconds.
 JG0314
 JG0314.The orthometric height was determined by differential leveling
 JG0314.and adjusted by the National Geodetic Survey in June 1991..
 JG0314
 JG0314.The geoid height was determined by GEOID03.
 JG0314
 JG0314.The dynamic height is computed by dividing the NAVD 88
 JG0314.geopotential number by the normal gravity value computed on the
 JG0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0314.degrees latitude (g = 980.6199 gals.).
 JG0314
 JG0314.The modeled gravity was interpolated from observed gravity values.
 JG0314
 JG0314;                    North         East    Units  Estimated Accuracy
 JG0314;SPC KS S     -   609,760.      314,330.      MT  (+/- 180 meters Scaled)
 JG0314
 JG0314                          SUPERSEDED SURVEY CONTROL
 JG0314
 JG0314  NGVD 29 (??/??/92)  665.435  (m)         2183.18   (f) ADJ UNCH    2 0
 JG0314
 JG0314.Superseded values are not recommended for survey control.
 JG0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0314.See file dsdata.txt to determine how the superseded data were derived.
 JG0314
 JG0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH579672(NAD 83)
 JG0314_MARKER: DB = BENCH MARK DISK
 JG0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0314_STAMPING: IDA NO 1 1934
 JG0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0314+STABILITY: SURFACE MOTION
 JG0314
 JG0314  HISTORY     - Date     Condition        Report By
 JG0314  HISTORY     - 1934     MONUMENTED       CGS
 JG0314
 JG0314                          STATION DESCRIPTION
 JG0314
 JG0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0314'0.2 MI S FROM HARGRAVE.
 JG0314'221.1 FEET EAST OF TRIANGULATION STATION IDA DESCRIBED ABOVE, 52
 JG0314'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7 FEET EAST OF A
 JG0314'POLE, AND IN LINE WITH A WIRE FENCE.  A STANDARD REFERENCE-MARK
 JG0314'DISK, STAMPED IDA NO 1 1934 AND SET IN THE TOP OF A CONCRETE POST
 JG0314'PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0315 ***********************************************************************
 JG0315  DESIGNATION -  IDA RM 2
 JG0315  PID         -  JG0315
 JG0315  STATE/COUNTY-  KS/RUSH
 JG0315  USGS QUAD   -  HARGRAVE (1966)
 JG0315
 JG0315                         *CURRENT SURVEY CONTROL
 JG0315  ___________________________________________________________________
 JG0315* NAD 83(1986)-  38 33 09.     (N)    099 28 58.     (W)     SCALED    
 JG0315* NAVD 88     -       662.332  (meters)    2173.00   (feet)  ADJUSTED  
 JG0315  ___________________________________________________________________
 JG0315  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0315  DYNAMIC HT  -         661.824 (meters)    2171.33  (feet)  COMP
 JG0315  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 JG0315
 JG0315  VERT ORDER  -  SECOND    CLASS 0
 JG0315
 JG0315.The horizontal coordinates were scaled from a topographic map and have
 JG0315.an estimated accuracy of +/- 6 seconds.
 JG0315
 JG0315.The orthometric height was determined by differential leveling
 JG0315.and adjusted by the National Geodetic Survey in June 1991..
 JG0315
 JG0315.The geoid height was determined by GEOID03.
 JG0315
 JG0315.The dynamic height is computed by dividing the NAVD 88
 JG0315.geopotential number by the normal gravity value computed on the
 JG0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0315.degrees latitude (g = 980.6199 gals.).
 JG0315
 JG0315.The modeled gravity was interpolated from observed gravity values.
 JG0315
 JG0315;                    North         East    Units  Estimated Accuracy
 JG0315;SPC KS S     -   609,760.      314,330.      MT  (+/- 180 meters Scaled)
 JG0315
 JG0315                          SUPERSEDED SURVEY CONTROL
 JG0315
 JG0315  NGVD 29 (??/??/92)  662.056  (m)         2172.10   (f) ADJ UNCH    2 0
 JG0315
 JG0315.Superseded values are not recommended for survey control.
 JG0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0315.See file dsdata.txt to determine how the superseded data were derived.
 JG0315
 JG0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH579672(NAD 83)
 JG0315_MARKER: DB = BENCH MARK DISK
 JG0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0315_STAMPING: IDA NO 2 1934
 JG0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0315+STABILITY: SURFACE MOTION
 JG0315
 JG0315  HISTORY     - Date     Condition        Report By
 JG0315  HISTORY     - 1934     MONUMENTED       CGS
 JG0315
 JG0315                          STATION DESCRIPTION
 JG0315
 JG0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0315'0.2 MI S FROM HARGRAVE.
 JG0315'897.9 FEET SOUTHWEST OF TRIANGULATION STATION IDA DESCRIBED
 JG0315'ABOVE, 755 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET
 JG0315'SOUTH OF A STONE FENCE POST, AND 1 FOOT EAST OF A WIRE FENCE.  A
 JG0315'STANDARD REFERENCE-MARK DISK, STAMPED IDA NO 2 1934 AND SET IN
 JG0315'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8076 ***********************************************************************
 AJ8076  PACS        -  This is a Primary Airport Control Station.
 AJ8076  DESIGNATION -  IDP A
 AJ8076  PID         -  AJ8076
 AJ8076  STATE/COUNTY-  KS/MONTGOMERY
 AJ8076  USGS QUAD   -  BOLTON (1979)
 AJ8076
 AJ8076                         *CURRENT SURVEY CONTROL
 AJ8076  ___________________________________________________________________
 AJ8076* NAD 83(1997)-  37 09 24.68085(N)    095 46 45.59905(W)     ADJUSTED  
 AJ8076* NAVD 88     -       249.93   (meters)     820.0    (feet)  GPS OBS   
 AJ8076  ___________________________________________________________________
 AJ8076  X           -    -512,517.024 (meters)                     COMP
 AJ8076  Y           -  -5,063,802.953 (meters)                     COMP
 AJ8076  Z           -   3,831,414.151 (meters)                     COMP
 AJ8076  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AJ8076  ELLIP HEIGHT-         220.08  (meters)          (07/29/04) GPS OBS
 AJ8076  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AJ8076
 AJ8076  HORZ ORDER  -  B
 AJ8076  ELLP ORDER  -  FOURTH    CLASS II
 AJ8076
 AJ8076.This mark is at Independence Municipal Airport (IDP)
 AJ8076
 AJ8076.The horizontal coordinates were established by GPS observations
 AJ8076.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8076
 AJ8076.The orthometric height was determined by GPS observations and a
 AJ8076.high-resolution geoid model.
 AJ8076
 AJ8076.GPS derived orthometric heights for airport stations designated as
 AJ8076.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8076.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8076.not indicate centimeter accuracy relative to other marks which are
 AJ8076.part of the NAVD 88 network.
 AJ8076
 AJ8076.Photographs are available for this station.
 AJ8076
 AJ8076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8076
 AJ8076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8076
 AJ8076.The ellipsoidal height was determined by GPS observations
 AJ8076.and is referenced to NAD 83.
 AJ8076
 AJ8076.The geoid height was determined by GEOID03.
 AJ8076
 AJ8076;                    North         East     Units Scale Factor Converg.
 AJ8076;SPC KS S     -   457,930.124   641,644.108   MT  1.00002340   +1 40 18.9
 AJ8076;UTM  15      - 4,115,890.427   253,188.372   MT  1.00035047   -1 40 46.4
 AJ8076
 AJ8076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8076!SPC KS S     -   0.99996546  x   1.00002340  =   0.99998886
 AJ8076!UTM  15      -   0.99996546  x   1.00035047  =   1.00031592
 AJ8076
 AJ8076                          SUPERSEDED SURVEY CONTROL
 AJ8076
 AJ8076  ELLIP H (03/07/02)  220.11   (m)                       GP(       ) 4 2
 AJ8076
 AJ8076.Superseded values are not recommended for survey control.
 AJ8076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8076.See file dsdata.txt to determine how the superseded data were derived.
 AJ8076
 AJ8076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5318815890(NAD 83)
 AJ8076_MARKER: I = METAL ROD
 AJ8076_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8076_STAMPING: IDP A 2001
 AJ8076_MARK LOGO: NGS   
 AJ8076_PROJECTION: FLUSH
 AJ8076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8076+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2002
 AJ8076_ROD/PIPE-DEPTH: 3.3  meters
 AJ8076_SLEEVE-DEPTH  : .9 meters
 AJ8076
 AJ8076  HISTORY     - Date     Condition        Report By
 AJ8076  HISTORY     - 20010502 MONUMENTED       MSAM
 AJ8076  HISTORY     - 20020715 GOOD             NGS
 AJ8076
 AJ8076                          STATION DESCRIPTION
 AJ8076
 AJ8076'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8076'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AJ8076'THE STATION IS LOCATED ABOUT 5.9 KM (9.7 MI) SOUTHWEST OF
 AJ8076'INDEPENDENCE, KANSAS, AT INDEPENDENCE MUNICIPAL AIRPORT. IT IS
 AJ8076'LOCATED IN THE CENTER OF THE AIRPORT. THIS IS NOT A CONTROLLED
 AJ8076'AIRPORT. PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE
 AJ8076'AIRPORT MANAGER. CONTACT JEROLD JORDAN AT 316-332-2531.
 AJ8076'OWNERSHIP-INDEPENDENCE MUNICIPAL AIRPORT.
 AJ8076' 
 AJ8076'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND U.S.
 AJ8076'HIGHWAY 75, JUNCTION IS WEST OF INDEPENDENCE, KANSAS ABOUT 4.8 KM
 AJ8076'(3.0 MI), GO SOUTH ON U.S. HIGHWAY 75 FOR 3.86 KM (2.4 MI) TO RUSS
 AJ8076'MYER
 AJ8076'BLVD. TURN LEFT, EAST, ON RUSS MYER BLVD FOR ABOUT 64.4 M (200 FT)
 AJ8076'RUSS MYER FORKS  LEFT, SOUTH, GO MI 3.8 KM (2.4 MI) TO THE
 AJ8076'INTERSECTION OF FREEDOM DRIVE. TURN RIGHT, WEST, ON FREEDOM DRIVE
 AJ8076'FOR 0.64 KM (0.4 MI) TO THE INDEPENDENCE MUNICIPAL AIRPORT TERMINAL
 AJ8076'BUILDING. GO WEST ON TAXIWAY C FOR 0.4 KM (0.25 MI), TURN LEFT, SOUTH,
 AJ8076'ON THE AUTOMATED WEATHER OBSERVATION SYSTEM (AWOS) ACCESS
 AJ8076'ROAD TO STATION ON YOUR RIGHT, WEST.
 AJ8076' 
 AJ8076'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD
 AJ8076'DRIVEN TO REFUSAL AT A DEPTH OF 3.3 M (10.75 FT), ENCASED IN A 0.9 M
 AJ8076'(3.0
 AJ8076'FT) LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO
 AJ8076'LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND. THE
 AJ8076'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AJ8076'IT IS 33.0 M (108.3 FT) SOUTH OF THE SOUTH EDGE OF TAXIWAY C, 17.10 M
 AJ8076'(56.1 FT) NORTHWEST OF A CHISELED X IN ANTENNA POST, 11.8 M (38.7 FT)
 AJ8076'NORTH OF A CHISELED X IN A GROUND PLANE POST, 0.6 M (2.0 FT) NORTH
 AJ8076'CARSONITE WITNESS POST, 0.6 M (2.0 FT) SOUTH  CARSONITE WITNESS POST.
 AJ8076'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 AJ8076' 
 AJ8076'
 AJ8076
 AJ8076                          STATION RECOVERY (2002)
 AJ8076
 AJ8076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8076'THE STATION WAS RECOVERED AS DECSRIBED.
 AJ8076' 
 AJ8076'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8077 ***********************************************************************
 AJ8077  SACS        -  This is a Secondary Airport Control Station.
 AJ8077  DESIGNATION -  IDP B
 AJ8077  PID         -  AJ8077
 AJ8077  STATE/COUNTY-  KS/MONTGOMERY
 AJ8077  USGS QUAD   -  BOLTON (1979)
 AJ8077
 AJ8077                         *CURRENT SURVEY CONTROL
 AJ8077  ___________________________________________________________________
 AJ8077* NAD 83(1997)-  37 10 01.97704(N)    095 46 30.83339(W)     ADJUSTED  
 AJ8077* NAVD 88     -       251.09   (meters)     823.8    (feet)  GPS OBS   
 AJ8077  ___________________________________________________________________
 AJ8077  X           -    -512,084.726 (meters)                     COMP
 AJ8077  Y           -  -5,063,149.494 (meters)                     COMP
 AJ8077  Z           -   3,832,331.155 (meters)                     COMP
 AJ8077  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AJ8077  ELLIP HEIGHT-         221.22  (meters)          (07/29/04) GPS OBS
 AJ8077  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AJ8077
 AJ8077  HORZ ORDER  -  FIRST
 AJ8077  ELLP ORDER  -  FOURTH    CLASS II
 AJ8077
 AJ8077.This mark is at Independence Municipal Airport (IDP)
 AJ8077
 AJ8077.The horizontal coordinates were established by GPS observations
 AJ8077.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8077
 AJ8077.The orthometric height was determined by GPS observations and a
 AJ8077.high-resolution geoid model.
 AJ8077
 AJ8077.GPS derived orthometric heights for airport stations designated as
 AJ8077.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8077.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8077.not indicate centimeter accuracy relative to other marks which are
 AJ8077.part of the NAVD 88 network.
 AJ8077
 AJ8077.Photographs are available for this station.
 AJ8077
 AJ8077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8077
 AJ8077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8077
 AJ8077.The ellipsoidal height was determined by GPS observations
 AJ8077.and is referenced to NAD 83.
 AJ8077
 AJ8077.The geoid height was determined by GEOID03.
 AJ8077
 AJ8077;                    North         East     Units Scale Factor Converg.
 AJ8077;SPC KS S     -   459,090.063   641,974.700   MT  1.00002104   +1 40 28.0
 AJ8077;UTM  15      - 4,117,029.426   253,586.345   MT  1.00034805   -1 40 38.9
 AJ8077
 AJ8077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8077!SPC KS S     -   0.99996529  x   1.00002104  =   0.99998632
 AJ8077!UTM  15      -   0.99996529  x   1.00034805  =   1.00031332
 AJ8077
 AJ8077                          SUPERSEDED SURVEY CONTROL
 AJ8077
 AJ8077  ELLIP H (03/07/02)  221.24   (m)                       GP(       ) 4 2
 AJ8077
 AJ8077.Superseded values are not recommended for survey control.
 AJ8077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8077.See file dsdata.txt to determine how the superseded data were derived.
 AJ8077
 AJ8077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5358617029(NAD 83)
 AJ8077_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8077_STAMPING: IDP B 2001
 AJ8077_MARK LOGO: NGS   
 AJ8077_PROJECTION: FLUSH
 AJ8077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8077+STABILITY: SURFACE MOTION
 AJ8077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8077+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2002
 AJ8077
 AJ8077  HISTORY     - Date     Condition        Report By
 AJ8077  HISTORY     - 20010502 MONUMENTED       MSAM
 AJ8077  HISTORY     - 20020715 GOOD             NGS
 AJ8077
 AJ8077                          STATION DESCRIPTION
 AJ8077
 AJ8077'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8077'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AJ8077'THE STATION IS LOCATED ABOUT 5.9 KM (9.7 MI) SOUTHWEST OF
 AJ8077'INDEPENDENCE, KANSAS, AT INDEPENDENCE MUNICIPAL AIRPORT. IT IS
 AJ8077'LOCATED NEAR THE ILS (INSTRUMENT LANDING SYSTEM) FOR RUNWAY 22-4,
 AJ8077'NORTHERN SECTOR OF THE AIRPORT. THIS IS NOT A CONTROLLED AIRPORT.
 AJ8077'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT
 AJ8077'MANAGER. CONTACT JEROLD JORDAN AT 316-332-2531.
 AJ8077'OWNERSHIP-INDEPENDENCE MUNICIPAL AIRPORT.
 AJ8077' 
 AJ8077'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND U.S.
 AJ8077'HIGHWAY 75, JUNCTION IS WEST OF INDEPENDENCE, KANSAS ABOUT 4.8 KM
 AJ8077'(3.0 MI), GO SOUTH ON U.S. HIGHWAY 75 FOR 3.86 KM (2.4 MI) TO RUSS
 AJ8077'MYER
 AJ8077'BLVD. TURN LEFT, EAST, ON RUSS MYER BLVD FOR ABOUT 64.4 M (200 FT)
 AJ8077'RUSS MYER FORKS LEFT, SOUTH, GO MI 3.8 KM (2.4 MI) TO THE
 AJ8077'INTERSECTION OF FREEDOM DRIVE. TURN RIGHT, WEST, ON FREEDOM DRIVE
 AJ8077'FOR 0.64 KM (0.4 MI) TO THE INDEPENDENCE MUNICIPAL AIRPORT TERMINAL
 AJ8077'BUILDING. CONTINUE ONTO THE CESSNA APRON AREA NORTH PAST THE
 AJ8077'CESSNA MANUFACTURING CENTER TO THE END OF RUNWAY 22-4.  TURN
 AJ8077'NORTHWEST ON A GRAVEL ACCESS ROAD TO THE ILS BUILDING. STATION IS
 AJ8077'ON YOUR RIGHT, NORTHEAST.
 AJ8077' 
 AJ8077'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP
 AJ8077'CENTER OF A CONCRETE POST FLUSH WITH THE GROUND. IT IS 49.0 M (160.8
 AJ8077'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE ILS BUILDING FOR
 AJ8077'RUNWAY 22-4, 47.0 M (154.2 FT) SOUTH OF THE AIRPORT PERIMETER FENCE,
 AJ8077'SHINER WIRED TO FENCE POST, 47.00 M (154.2 FT) SOUTHEAST 0F A CHISELED
 AJ8077'SQUARE IN ANTENNA BASE, 0.6 M (2.0 FT) EAST CARSONITE WITNESS POST,
 AJ8077'0.6 M (2.0 FT) WEST CARSONITE WITNESS POST. THIS STATION IS
 AJ8077'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8077' 
 AJ8077'
 AJ8077
 AJ8077                          STATION RECOVERY (2002)
 AJ8077
 AJ8077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8077'THE STATION WAS RECOVERED AS DESCRIBED.
 AJ8077'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8078 ***********************************************************************
 AJ8078  SACS        -  This is a Secondary Airport Control Station.
 AJ8078  DESIGNATION -  IDP C
 AJ8078  PID         -  AJ8078
 AJ8078  STATE/COUNTY-  KS/MONTGOMERY
 AJ8078  USGS QUAD   -  BOLTON (1979)
 AJ8078
 AJ8078                         *CURRENT SURVEY CONTROL
 AJ8078  ___________________________________________________________________
 AJ8078* NAD 83(1997)-  37 08 47.74404(N)    095 46 31.48830(W)     ADJUSTED  
 AJ8078* NAVD 88     -       251.59   (meters)     825.4    (feet)  GPS OBS   
 AJ8078  ___________________________________________________________________
 AJ8078  X           -    -512,239.942 (meters)                     COMP
 AJ8078  Y           -  -5,064,523.552 (meters)                     COMP
 AJ8078  Z           -   3,830,507.558 (meters)                     COMP
 AJ8078  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AJ8078  ELLIP HEIGHT-         221.76  (meters)          (07/29/04) GPS OBS
 AJ8078  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 AJ8078
 AJ8078  HORZ ORDER  -  FIRST
 AJ8078  ELLP ORDER  -  FOURTH    CLASS II
 AJ8078
 AJ8078.This mark is at Independence Municipal Airport (IDP)
 AJ8078
 AJ8078.The horizontal coordinates were established by GPS observations
 AJ8078.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8078
 AJ8078.The orthometric height was determined by GPS observations and a
 AJ8078.high-resolution geoid model.
 AJ8078
 AJ8078.GPS derived orthometric heights for airport stations designated as
 AJ8078.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8078.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8078.not indicate centimeter accuracy relative to other marks which are
 AJ8078.part of the NAVD 88 network.
 AJ8078
 AJ8078.Photographs are available for this station.
 AJ8078
 AJ8078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8078
 AJ8078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8078
 AJ8078.The ellipsoidal height was determined by GPS observations
 AJ8078.and is referenced to NAD 83.
 AJ8078
 AJ8078.The geoid height was determined by GEOID03.
 AJ8078
 AJ8078;                    North         East     Units Scale Factor Converg.
 AJ8078;SPC KS S     -   456,802.063   642,025.416   MT  1.00002577   +1 40 27.6
 AJ8078;UTM  15      - 4,114,741.632   253,503.186   MT  1.00034856   -1 40 36.5
 AJ8078
 AJ8078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8078!SPC KS S     -   0.99996520  x   1.00002577  =   0.99999097
 AJ8078!UTM  15      -   0.99996520  x   1.00034856  =   1.00031375
 AJ8078
 AJ8078                          SUPERSEDED SURVEY CONTROL
 AJ8078
 AJ8078  ELLIP H (03/07/02)  221.79   (m)                       GP(       ) 4 2
 AJ8078
 AJ8078.Superseded values are not recommended for survey control.
 AJ8078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8078.See file dsdata.txt to determine how the superseded data were derived.
 AJ8078
 AJ8078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5350314742(NAD 83)
 AJ8078_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8078_STAMPING: IDP C 2001
 AJ8078_MARK LOGO: NGS   
 AJ8078_PROJECTION: FLUSH
 AJ8078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8078+STABILITY: SURFACE MOTION
 AJ8078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8078+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2002
 AJ8078
 AJ8078  HISTORY     - Date     Condition        Report By
 AJ8078  HISTORY     - 20010502 MONUMENTED       MSAM
 AJ8078  HISTORY     - 20020715 GOOD             NGS
 AJ8078
 AJ8078                          STATION DESCRIPTION
 AJ8078
 AJ8078'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8078'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AJ8078'THE STATION IS LOCATED ABOUT 5.9 KM (9.7 MI) SOUTHWEST OF
 AJ8078'INDEPENDENCE, KANSAS, AT INDEPENDENCE MUNICIPAL AIRPORT. IT IS
 AJ8078'LOCATED NEAR THE ILS (INSTRUMENT LANDING SYSTEM) FOR RUNWAY 35-17,
 AJ8078'SOUTHERN SECTOR OF THE AIRPORT. THIS IS NOT A CONTROLLED AIRPORT.
 AJ8078'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT
 AJ8078'MANAGER. CONTACT JEROLD JORDAN AT 316-332-2531.
 AJ8078'OWNERSHIP-INDEPENDENCE MUNICIPAL AIRPORT.
 AJ8078' 
 AJ8078'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND U.S.
 AJ8078'HIGHWAY 75, JUNCTION IS WEST OF INDEPENDENCE, KANSAS ABOUT 4.8 KM
 AJ8078'(3.0 MI), GO SOUTH ON U.S. HIGHWAY 75 FOR 3.86 KM (2.4 MI) TO RUSS
 AJ8078'MYER
 AJ8078'BLVD. TURN LEFT, EAST, ON RUSS MYER BLVD FOR ABOUT 64.4 M (200 FT)
 AJ8078'RUSS MYER FORKS LEFT, SOUTH, GO 3.8 KM (2.4 MI) TO THE INTERSECTION
 AJ8078'OF FREEDOM DRIVE. TURN RIGHT, WEST, ON FREEDOM DRIVE FOR 0.64 KM
 AJ8078'(0.4 MI) TO THE INDEPENDENCE MUNICIPAL AIRPORT TERMINAL BUILDING.
 AJ8078'CONTINUE 0.76 M (0.47 MI) ONTO THE CONCRETE APRON AREA SOUTH TO THE
 AJ8078'INTERSECTION OF RUNWAY 35-17 AND ABANDONED RUNWAY 31-13. TURN
 AJ8078'LEFT, SOUTHEAST ONTO ABANDONED RUNWAY 31-13 TO GRAVEL ACCESS
 AJ8078'ROAD AT END OF RUNWAY. GO SOUTH ON A GRAVEL ACCESS ROAD TO THE
 AJ8078'ILS BUILDING. STATION IS ON YOUR RIGHT, WEST.
 AJ8078' 
 AJ8078'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP
 AJ8078'CENTER OF A CONCRETE POST FLUSH WITH THE GROUND. IT IS 22.3 M (73.2
 AJ8078'FT) NORTHWEST OF A CHISELED SQUARE ON THE BASE OF THE STAIRS TO
 AJ8078'THE ENTRANCE OF THE ILS BUILDING FOR RUNWAY 35-17, 22.3 M (73.2 FT)
 AJ8078'NORTHWEST OF THE NORTHWEST CORNER OF THE ILS BUILDING, 19.0 M
 AJ8078'(62.3 FT) NORTHWEST OF THE NORTHWEST ORANGE AND WHITE GUARD
 AJ8078'POST OF FOUR ORANGE AND WHITE GUARD POST, 0.6 M (2.0 FT) EAST
 AJ8078'CARSONITE WITNESS POST, 0.6 M (2.0 FT) WEST CARSONITE WITNESS POST.
 AJ8078'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AJ8078'STATION.
 AJ8078' 
 AJ8078' 
 AJ8078'
 AJ8078
 AJ8078                          STATION RECOVERY (2002)
 AJ8078
 AJ8078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (AJL)
 AJ8078'THE STATION WAS RECOVERED AS DESCRIBED.
 AJ8078'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1491 ***********************************************************************
 JF1491  DESIGNATION -  ILENE
 JF1491  PID         -  JF1491
 JF1491  STATE/COUNTY-  KS/DICKINSON
 JF1491  USGS QUAD   -  ABILENE (1979)
 JF1491
 JF1491                         *CURRENT SURVEY CONTROL
 JF1491  ___________________________________________________________________
 JF1491* NAD 83(1997)-  38 59 15.88242(N)    097 14 00.03395(W)     ADJUSTED  
 JF1491* NAVD 88     -       388.     (meters)    1273.     (feet)  SCALED    
 JF1491  ___________________________________________________________________
 JF1491  LAPLACE CORR-          -8.33  (seconds)                    DEFLEC99
 JF1491  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 JF1491
 JF1491  HORZ ORDER  -  THIRD
 JF1491
 JF1491.The horizontal coordinates were established by classical geodetic methods
 JF1491.and adjusted by the National Geodetic Survey in October 1998..
 JF1491
 JF1491.The orthometric height was scaled from a topographic map.
 JF1491
 JF1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1491
 JF1491.The geoid height was determined by GEOID03.
 JF1491
 JF1491;                    North         East     Units Scale Factor Converg.
 JF1491;SPC KS N     -    72,927.858   466,421.250   MT  0.99996733   +0 29 06.3
 JF1491;UTM  14      - 4,316,901.049   653,009.441   MT  0.99988829   +1 06 42.2
 JF1491
 JF1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1491!SPC KS N     -   0.99994357  x   0.99996733  =   0.99991090
 JF1491!UTM  14      -   0.99994357  x   0.99988829  =   0.99983186
 JF1491
 JF1491|---------------------------------------------------------------------|
 JF1491| PID    Reference Object                     Distance      Geod. Az  |
 JF1491|                                                           dddmmss.s |
 JF1491| CL4556 ILENE RM 1                           20.310 METERS 03920     |
 JF1491| CL4558 ILENE RM 3                           20.299 METERS 03922     |
 JF1491| JF1494 ABILENE EAST MUN TANK               APPROX. 6.9 KM 1640229.3 |
 JF1491| JF1492 ABILENE WEST MUN TANK               APPROX. 7.7 KM 1852847.0 |
 JF1491| CL4557 ILENE RM 2                           12.527 METERS 26820     |
 JF1491| JF0576 ILENE AZ MK                                        2701501.4 |
 JF1491|---------------------------------------------------------------------|
 JF1491
 JF1491                          SUPERSEDED SURVEY CONTROL
 JF1491
 JF1491  NAD 83(1986)-  38 59 15.89051(N)    097 14 00.03360(W) AD(       ) 3
 JF1491  NAD 27      -  38 59 15.89490(N)    097 13 58.96050(W) AD(       ) 3
 JF1491
 JF1491.Superseded values are not recommended for survey control.
 JF1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1491.See file dsdata.txt to determine how the superseded data were derived.
 JF1491
 JF1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5300916901(NAD 83)
 JF1491_MARKER: DS = TRIANGULATION STATION DISK
 JF1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1491
 JF1491  HISTORY     - Date     Condition        Report By
 JF1491  HISTORY     - 1961     MONUMENTED       CGS
 JF1491  HISTORY     - 1968     GOOD             CGS
 JF1491
 JF1491                          STATION DESCRIPTION
 JF1491
 JF1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF1491'THE STATION IS LOCATED 4-1/2 MILES NORTH AND 1 MILE WEST OF
 JF1491'ABILENE, 3-1/2 MILES NORTH OF INTERSTATE HIGHWAY 70, AT THE
 JF1491'CREST OF A NORTH-SOUTH RIDGE AND ACROSS THE ROAD FROM FARM
 JF1491'BUILDINGS.
 JF1491'
 JF1491'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ABILENE, DRIVE
 JF1491'NORTH ALONG BUCKEYE AVENUE AND STATE HIGHWAY 15 FOR 0.85 MILE
 JF1491'TO NE 14TH STREET (OLD U.S. HIGHWAY 40), TURN LEFT, WEST,
 JF1491'AND GO 1.5 MILES TO A POINT WHERE A SIDE ROAD CONTINUES WEST
 JF1491'AFTER A JOG, AND THE HIGHWAY CURVES LEFT, SOUTH, TAKE THE
 JF1491'SIDE ROAD AND CONTINUE WEST FOR 1.0 MILE TO A CROSSROAD, TURN
 JF1491'RIGHT, NORTH, AND GO 0.4 MILE TO AN OVERPASS OVER INTERSTATE
 JF1491'HIGHWAY 70, CONTINUE NORTH FOR 3.55 MILES TO A CROSSROAD, TURN
 JF1491'RIGHT, EAST, ON A BLADED SECTION LINE ROAD FOR 0.5 MILE TO A
 JF1491'RAILROAD AND THE AZIMUTH MARK, CONTINUE EAST FOR 0.95 MILE TO
 JF1491'THE CREST OF THE RIDGE AND THE STATION ON THE RIGHT, SOUTH,
 JF1491'SIDE OF THE ROAD AS DESCRIBED BELOW.
 JF1491'
 JF1491'THE STATION MARK, A STANDARD DISK STAMPED ILENE 1961, IS
 JF1491'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JF1491'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 29.5 FEET WEST OF
 JF1491'POWER POLE NUMBER 421, 26.5 FEET SOUTH OF THE CENTER OF THE
 JF1491'ROAD AND ABOUT 1 FOOT HIGHER, 3.8 FEET NORTH-NORTHWEST OF A
 JF1491'METAL WITNESS POST WITH SIGN, AND 3 FEET NORTH OF A WIRE FENCE.
 JF1491'
 JF1491'REFERENCE MARK 1, A STANDARD DISK STAMPED ILENE NO 1 1961,
 JF1491'IS SET IN THE TOP OF A SQUARE-TOPPED CONCRETE MONUMENT THAT
 JF1491'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 25.3 FEET NORTH OF THE
 JF1491'CENTER OF THE ROAD, AND AT ABOUT THE SAME ELEVATION AS THE STATION
 JF1491'MARK, 38.5 FEET EAST OF THE FARM HOUSE DRIVE WAY, AND 0.6 FOOT
 JF1491'SOUTH OF A WIRE FENCE.
 JF1491'
 JF1491'REFERENCE MARK 2, A STANDARD DISK STAMPED ILENE NO 2 1961,
 JF1491'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JF1491'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 27.5 FEET SOUTH OF THE
 JF1491'CENTER OF THE ROAD AND ABOUT THE SAME ELEVATION AS THE STATION
 JF1491'MARK.
 JF1491'
 JF1491'THE AZIMUTH MARK, A STANDARD DISK STAMPED ILENE 1961, IS
 JF1491'SET IN THE TOP OF A SQUARE-TOPPED CONCRETE MONUMENT THAT
 JF1491'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 19.4 FEET SOUTH
 JF1491'OF THE CENTER OF THE ROAD, 17.7 FEET EAST OF THE EAST RAIL
 JF1491'OF THE TRACK, AND 1.7 FEET EAST OF THE BASE OF A RAILROAD
 JF1491'CROSSING SIGN.
 JF1491
 JF1491                          STATION RECOVERY (1968)
 JF1491
 JF1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1491'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AS
 JF1491'PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE
 JF1491'MARK NO. 2 WAS RECOVERED AS PREVIOUSLY DESCRIBED BUT THE MARK
 JF1491'HAD BEEN HIT, THE DISTANCE CHECKED BUT THE DIRECTION FAILED
 JF1491'TO CHECK BY 2 MINUTES 50 SECONDS.  THE DIRECTIONS BETWEEN THE
 JF1491'WATER TANKS AND THE AZIMUTH MARK WERE VERIFIED.  REFERENCE
 JF1491'MARK NO. 1 WAS FOUND DESTROYED.
 JF1491'
 JF1491'REFERENCE MARK NO. 3 WAS SET.
 JF1491'
 JF1491'FOLLOWING IS A COMPLETE DESCRIPTION.
 JF1491'
 JF1491'TO REACH THE STATION FROM THE POST OFFICE IN ABILENE, GO NORTH
 JF1491'ON BUCKEYE AVENUE AND STATE HIGHWAY 15 FOR 0.85 MILE TO
 JF1491'NORTHEAST 14TH STREET (OLD U.S. HIGHWAY 40).  TURN LEFT, WEST,
 JF1491'AND GO 1.5 MILES TO A POINT WHERE A SIDE ROAD CONTINUES WEST
 JF1491'AFTER A JOG, AND THE HIGHWAY CURVES LEFT, SOUTH.  TAKE THE SIDE
 JF1491'ROAD AND CONTINUE WEST FOR 1.0 MILE TO A CROSSROAD.  TURN
 JF1491'RIGHT AND GO NORTH FOR 0.4 MILE TO AN OVERPASS OVER INTERSTATE
 JF1491'HIGHWAY 70.  CONTINUE NORTH FOR 3.55 MILES TO A CROSSROAD.
 JF1491'TURN RIGHT AND GO EAST ON A BLADED ROAD FOR 0.5 MILE TO A
 JF1491'RAILROAD CROSSING AND THE AZIMUTH MARK ON THE RIGHT.
 JF1491'CONTINUE EAST ON THE BLADED ROAD FOR 0.95 MILE TO A HOUSE
 JF1491'ON THE LEFT AND THE STATION ON THE RIGHT.
 JF1491'
 JF1491'STATION MARK, A STANDARD DISK STAMPED ILENE 1961, IS SET IN THE
 JF1491'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 JF1491'IT IS 29.5 FEET WEST OF A POWER POLE NUMBER 421, 26.5 FEET SOUTH
 JF1491'OF THE CENTER OF A ROAD, 4 FEET NORTH-NORTHWEST OF A METAL
 JF1491'WITNESS POST, AND 3 FEET NORTH OF A FENCE.  THE UNDERGROUND
 JF1491'MARK WAS NOT INSPECTED.
 JF1491'
 JF1491'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ILENE NO. 2 1961,
 JF1491'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1
 JF1491'INCH.  IT IS 27.5 FEET SOUTH OF THE CENTER OF THE ROAD AND 2
 JF1491'FEET SOUTH OF A FENCE.
 JF1491'
 JF1491'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ILENE 1961 NO.
 JF1491'3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 JF1491'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 39 FEET EAST OF
 JF1491'THE CENTER OF A DRIVEWAY, 25 FEET NORTH OF THE CENTER OF THE
 JF1491'ROAD, AND 24 FEET EAST OF A FENCE.
 JF1491'
 JF1491'AZIMUTH MARK, A STANDARD DISK STAMPED ILENE 1961, IS SET IN
 JF1491'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 JF1491'IT IS 19.5 FEET SOUTH OF THE CENTER OF A BLADED ROAD, 17.7
 JF1491'FEET EAST OF THE EAST RAIL OF TRACK, AND 1.7 FEET EAST OF THE
 JF1491'BASE OF A RAILROAD SIGN.
 JF1491'
 JF1491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-1/2
 JF1491'MILES NORTH OF ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0576 ***********************************************************************
 JF0576  DESIGNATION -  ILENE AZ MK
 JF0576  PID         -  JF0576
 JF0576  STATE/COUNTY-  KS/DICKINSON
 JF0576  USGS QUAD   -  SOLOMON (1979)
 JF0576
 JF0576                         *CURRENT SURVEY CONTROL
 JF0576  ___________________________________________________________________
 JF0576* NAD 83(1986)-  38 59 16.     (N)    097 15 05.     (W)     SCALED    
 JF0576* NAVD 88     -       363.484  (meters)    1192.53   (feet)  ADJUSTED  
 JF0576  ___________________________________________________________________
 JF0576  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 JF0576  DYNAMIC HT  -         363.245 (meters)    1191.75  (feet)  COMP
 JF0576  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 JF0576
 JF0576  VERT ORDER  -  SECOND    CLASS 0
 JF0576
 JF0576.The horizontal coordinates were scaled from a topographic map and have
 JF0576.an estimated accuracy of +/- 6 seconds.
 JF0576
 JF0576.The orthometric height was determined by differential leveling
 JF0576.and adjusted by the National Geodetic Survey in June 1991..
 JF0576
 JF0576.The geoid height was determined by GEOID03.
 JF0576
 JF0576.The dynamic height is computed by dividing the NAVD 88
 JF0576.geopotential number by the normal gravity value computed on the
 JF0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0576.degrees latitude (g = 980.6199 gals.).
 JF0576
 JF0576.The modeled gravity was interpolated from observed gravity values.
 JF0576
 JF0576;                    North         East    Units  Estimated Accuracy
 JF0576;SPC KS N     -    72,920.      464,860.      MT  (+/- 180 meters Scaled)
 JF0576
 JF0576                          SUPERSEDED SURVEY CONTROL
 JF0576
 JF0576  NGVD 29 (??/??/92)  363.387  (m)         1192.21   (f) ADJ UNCH    2 0
 JF0576
 JF0576.Superseded values are not recommended for survey control.
 JF0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0576.See file dsdata.txt to determine how the superseded data were derived.
 JF0576
 JF0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ514168(NAD 83)
 JF0576_MARKER: DZ = AZIMUTH MARK DISK
 JF0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0576_STAMPING: ILENE 1961
 JF0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0576+STABILITY: SURFACE MOTION
 JF0576
 JF0576  HISTORY     - Date     Condition        Report By
 JF0576  HISTORY     - 1961     MONUMENTED       CGS
 JF0576
 JF0576                          STATION DESCRIPTION
 JF0576
 JF0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0576'7.8 MI N FROM ABILENE.
 JF0576'FROM THE POST OFFICE IN ABILENE DRIVE NORTH ALONG BUCKEYE AVENUE
 JF0576'AND STATE HIGHWAY 15 FOR 0.85 MILES TO NORTHEAST 14TH STREET
 JF0576'(OLD U.S. HIGHWAY 40), TURN LEFT, WEST, AND GO 1.5 MILES TO A
 JF0576'POINT WHERE THE ROAD CONTINUES WEST AFTER A JOG, AND THE HIGHWAY
 JF0576'CURVES LEFT, SOUTH, TAKE THE SIDE ROAD AND CONTINUE WEST FOR 1.0
 JF0576'MILE TO A CROSS ROAD, TURN RIGHT, NORTH, AND GO 0.4 MILE TO AN
 JF0576'OVERPASS OVER INTERSTATE HIGHWAY 70, CONTINUE NORTH FOR 3.55
 JF0576'MILES TO A CROSSROAD, TURN RIGHT, EAST, ON A BLADED SECTION LINE
 JF0576'ROAD FOR 0.5 MILE TO A RAILROAD AND THE MARK.  19.4 FEET SOUTH
 JF0576'OF THE CENTERLINE OF THE ROAD, 17.7 FEET EAST OF THE EAST RAIL
 JF0576'OF THE TRACK, 1.7 FEET EAST OF THE BASE OF A RAILROAD CROSSING
 JF0576'SIGN, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 JF0576'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1453 ***********************************************************************
 JF1453  DESIGNATION -  IMMANUEL EVAN LUTH CH SPIRE
 JF1453  PID         -  JF1453
 JF1453  STATE/COUNTY-  KS/CHASE
 JF1453  USGS QUAD   -  CEDAR POINT (1989)
 JF1453
 JF1453                         *CURRENT SURVEY CONTROL
 JF1453  ___________________________________________________________________
 JF1453* NAD 83(1997)-  38 21 46.97073(N)    096 48 05.03841(W)     ADJUSTED  
 JF1453* NAVD 88     -                                                        
 JF1453  ___________________________________________________________________
 JF1453  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 JF1453  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 JF1453
 JF1453  HORZ ORDER  -  THIRD
 JF1453
 JF1453.The horizontal coordinates were established by classical geodetic methods
 JF1453.and adjusted by the National Geodetic Survey in October 1998..
 JF1453
 JF1453
 JF1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1453
 JF1453.The geoid height was determined by GEOID03.
 JF1453
 JF1453;                    North         East     Units Scale Factor Converg.
 JF1453;SPC KS S     -   589,628.366   548,440.507   MT  0.99996607   +1 02 37.8
 JF1453;UTM  14      - 4,248,385.113   692,086.675   MT  1.00005442   +1 21 53.9
 JF1453
 JF1453                          SUPERSEDED SURVEY CONTROL
 JF1453
 JF1453  NAD 83(1986)-  38 21 46.98052(N)    096 48 05.03760(W) AD(       ) 4
 JF1453  NAD 27      -  38 21 46.92172(N)    096 48 03.98921(W) AD(       ) 3
 JF1453
 JF1453.Superseded values are not recommended for survey control.
 JF1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1453.See file dsdata.txt to determine how the superseded data were derived.
 JF1453
 JF1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH9208748385(NAD 83)
 JF1453_MARKER: 90 = CHURCH SPIRE
 JF1453
 JF1453  HISTORY     - Date     Condition        Report By
 JF1453  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1453
 JF1453                          STATION DESCRIPTION
 JF1453
 JF1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1453'THE STATION IS THE SPIRE ON THE TOP OF THE IMMANUEL EVANGELICAL
 JF1453'LUTHERAN CHURCH.  IT IS LOCATED ABOUT 14 MILES WEST OF COTTONWOOD
 JF1453'FALLS, 9 MILES WEST OF ELMDALE AND 5.5 MILES NORTHWEST OF
 JF1453'CLEMENT, IN THE NORTHWEST ANGLE OF A GRAVELED CROSSROAD AND
 JF1453'ON THE NORTH SIDE OF STATE HIGHWAY 150.  IT IS A WOODEN FRAME
 JF1453'BUILDING WITH A BELFRY AND SPIRE OVER THE SOUTH AND MAIN
 JF1453'ENTRANCE INTO THE CHURCH.  THE OVERALL HEIGHT OF THE ENTIRE
 JF1453'STRUCTURE IS ABOUT 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0484 ***********************************************************************
 HE0484  DESIGNATION -  INDEPENDENCE
 HE0484  PID         -  HE0484
 HE0484  STATE/COUNTY-  KS/MONTGOMERY
 HE0484  USGS QUAD   -  INDEPENDENCE (1979)
 HE0484
 HE0484                         *CURRENT SURVEY CONTROL
 HE0484  ___________________________________________________________________
 HE0484* NAD 83(1986)-  37 13 26.     (N)    095 42 13.     (W)     SCALED    
 HE0484* NAVD 88     -       248.486  (meters)     815.24   (feet)  ADJUSTED  
 HE0484  ___________________________________________________________________
 HE0484  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HE0484  DYNAMIC HT  -         248.289 (meters)     814.59  (feet)  COMP
 HE0484  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 HE0484
 HE0484  VERT ORDER  -  FIRST     CLASS II
 HE0484
 HE0484.The horizontal coordinates were scaled from a topographic map and have
 HE0484.an estimated accuracy of +/- 6 seconds.
 HE0484
 HE0484.The orthometric height was determined by differential leveling
 HE0484.and adjusted by the National Geodetic Survey in June 1991..
 HE0484
 HE0484.The geoid height was determined by GEOID03.
 HE0484
 HE0484.The dynamic height is computed by dividing the NAVD 88
 HE0484.geopotential number by the normal gravity value computed on the
 HE0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0484.degrees latitude (g = 980.6199 gals.).
 HE0484
 HE0484.The modeled gravity was interpolated from observed gravity values.
 HE0484
 HE0484;                    North         East    Units  Estimated Accuracy
 HE0484;SPC KS S     -   465,570.      648,140.      MT  (+/- 180 meters Scaled)
 HE0484
 HE0484                          SUPERSEDED SURVEY CONTROL
 HE0484
 HE0484  NGVD 29 (??/??/92)  248.343  (m)          814.77   (f) ADJ UNCH    1 2
 HE0484
 HE0484.Superseded values are not recommended for survey control.
 HE0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0484.See file dsdata.txt to determine how the superseded data were derived.
 HE0484
 HE0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB601231(NAD 83)
 HE0484_MARKER: DB = BENCH MARK DISK
 HE0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0484_SP_SET: STEP
 HE0484_STAMPING: INDEPENDENCE 1933
 HE0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0484
 HE0484  HISTORY     - Date     Condition        Report By
 HE0484  HISTORY     - 1933     MONUMENTED       CGS
 HE0484  HISTORY     - 1943     GOOD             NGS
 HE0484  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 HE0484
 HE0484                          STATION DESCRIPTION
 HE0484
 HE0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HE0484'AT INDEPENDENCE.
 HE0484'AT INDEPENDENCE, MONTGOMERY COUNTY, AT THE INTERSECTION OF
 HE0484'SIXTH STREET AND MYRTLE STREET, AT THE WEST ENTRANCE TO THE
 HE0484'CITY HALL, AND IN THE TOP OF THE FIRST STEP.  A STANDARD DISK,
 HE0484'STAMPED INDEPENDENCE 1933.
 HE0484
 HE0484                          STATION RECOVERY (1982)
 HE0484
 HE0484'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 HE0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0843 ***********************************************************************
 HE0843  FBN         -  This is a Federal Base Network Control Station.
 HE0843  DESIGNATION -  INDEPENDENCE
 HE0843  PID         -  HE0843
 HE0843  STATE/COUNTY-  KS/MONTGOMERY
 HE0843  USGS QUAD   -  INDEPENDENCE (1979)
 HE0843
 HE0843                         *CURRENT SURVEY CONTROL
 HE0843  ___________________________________________________________________
 HE0843* NAD 83(1997)-  37 14 28.97242(N)    095 42 22.05155(W)     ADJUSTED  
 HE0843* NAVD 88     -       253.058  (meters)     830.24   (feet)  ADJUSTED  
 HE0843  ___________________________________________________________________
 HE0843  X           -    -505,482.830 (meters)                     COMP
 HE0843  Y           -  -5,058,812.389 (meters)                     COMP
 HE0843  Z           -   3,838,888.293 (meters)                     COMP
 HE0843  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 HE0843  ELLIP HEIGHT-         222.97  (meters)          (08/12/03) GPS OBS
 HE0843  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 HE0843  DYNAMIC HT  -         252.857 (meters)     829.58  (feet)  COMP
 HE0843  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 HE0843
 HE0843  HORZ ORDER  -  B
 HE0843  VERT ORDER  -  FIRST     CLASS II
 HE0843  ELLP ORDER  -  FOURTH    CLASS I
 HE0843
 HE0843.The horizontal coordinates were established by GPS observations
 HE0843.and adjusted by the National Geodetic Survey in December 1997..
 HE0843
 HE0843.The orthometric height was determined by differential leveling
 HE0843.and adjusted by the National Geodetic Survey in July 2002..
 HE0843
 HE0843.Photographs are available for this station.
 HE0843
 HE0843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE0843
 HE0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0843
 HE0843.The ellipsoidal height was determined by GPS observations
 HE0843.and is referenced to NAD 83.
 HE0843
 HE0843.The geoid height was determined by GEOID03.
 HE0843
 HE0843.The dynamic height is computed by dividing the NAVD 88
 HE0843.geopotential number by the normal gravity value computed on the
 HE0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0843.degrees latitude (g = 980.6199 gals.).
 HE0843
 HE0843.The modeled gravity was interpolated from observed gravity values.
 HE0843
 HE0843;                    North         East     Units Scale Factor Converg.
 HE0843;SPC KS S     -   467,499.083   647,863.277   MT  1.00000507   +1 43 00.9
 HE0843;UTM  15      - 4,125,082.113   259,958.770   MT  1.00030984   -1 38 18.5
 HE0843
 HE0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0843!SPC KS S     -   0.99996501  x   1.00000507  =   0.99997008
 HE0843!UTM  15      -   0.99996501  x   1.00030984  =   1.00027484
 HE0843
 HE0843:                Primary Azimuth Mark                     Grid Az
 HE0843:SPC KS S     -  INDEPENDENCE AZ MK                       003 21 30.0
 HE0843:UTM  15      -  INDEPENDENCE AZ MK                       006 42 49.4
 HE0843
 HE0843|---------------------------------------------------------------------|
 HE0843| PID    Reference Object                     Distance      Geod. Az  |
 HE0843|                                                           dddmmss.s |
 HE0843| AE7436 INDEPENDENCE AZ MK                                 0050430.9 |
 HE0843| HE0841 INDEPENDENCE U ATLAS CEM E STK      APPROX. 4.3 KM 1422307.6 |
 HE0843| HE0844 INDEPENDENCE U ATLAS CEM W STK      APPROX. 4.3 KM 1423031.9 |
 HE0843| HE0842 INDEPENDENCE ST ANDREW CATH CH      APPROX. 1.9 KM 1691354.2 |
 HE0843| AE7435 INDEPENDENCE RM 1                    30.218 METERS 18926     |
 HE0843| AE7434 INDEPENDENCE RM 2                    61.150 METERS 25325     |
 HE0843| HE0815 SYCAMORE MUNICIPAL TANK             APPROX. 9.8 KM 3553021.2 |
 HE0843|---------------------------------------------------------------------|
 HE0843
 HE0843                          SUPERSEDED SURVEY CONTROL
 HE0843
 HE0843  ELLIP H (12/22/97)  223.02   (m)                       GP(       ) 4 1
 HE0843  NAD 83(1997)-  37 14 28.97424(N)    095 42 22.04421(W) AD(       ) 1
 HE0843  NAD 83(1986)-  37 14 28.98294(N)    095 42 22.02627(W) AD(       ) 1
 HE0843  NAD 27      -  37 14 28.73400(N)    095 42 21.10100(W) AD(       ) 1
 HE0843  NAVD 88 (03/07/02)  253.06   (m)          830.2    (f) LEVELING    3  
 HE0843
 HE0843.Superseded values are not recommended for survey control.
 HE0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0843.See file dsdata.txt to determine how the superseded data were derived.
 HE0843
 HE0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5995925082(NAD 83)
 HE0843_MARKER: DS = TRIANGULATION STATION DISK
 HE0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0843_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0843_STAMPING: INDEPENDENCE 1934
 HE0843_MARK LOGO: CGS   
 HE0843_PROJECTION: PROJECTING 21 CENTIMETERS
 HE0843_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0843+STABILITY: SURFACE MOTION
 HE0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0843+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 HE0843
 HE0843  HISTORY     - Date     Condition        Report By
 HE0843  HISTORY     - 1934     MONUMENTED       CGS
 HE0843  HISTORY     - 19970414 GOOD             NGS
 HE0843  HISTORY     - 19971031 GOOD             NGS
 HE0843  HISTORY     - 20010502 GOOD             MSAM
 HE0843  HISTORY     - 20020806 GOOD             NGS
 HE0843
 HE0843                          STATION DESCRIPTION
 HE0843
 HE0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0843'STATION IS LOCATED IN THE CITY OF INDEPENDENCE, IN SW 1/4 OF SEC.
 HE0843'18, T 32 S, R 16 E, ON LAND OWNED BY CITY CEMETERY.  STATION IS
 HE0843'LOCATED 16 FEET E OF STONE FENCE, 27 FEET N OF ROADWAY IN LOT
 HE0843'NO. 77.  MARK PROJECTS 9 INCHES ABOVE GROUND.
 HE0843'
 HE0843'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE
 HE0843'STANDARD BRONZE DISKS SET IN CONCRETE.
 HE0843'
 HE0843'REFERENCE MARK NO. 1 IS S OF STATION SET IN DRILL HOLE IN TOP
 HE0843'OF THIRD STONE POST S OF STATION IN STONE WALL, PARALLEL TO
 HE0843'U.S. HIGHWAY 75.
 HE0843'
 HE0843'REFERENCE MARK NO. 2 IS W OF STATION, 28 FEET S OF CENTER LINE
 HE0843'OF ROAD LEADING W FROM STATION, 150 FEET W OF CENTER LINE OF U.S.
 HE0843'HIGHWAY 75.  MARK PROJECTS APPROXIMATELY 4 INCHES ABOVE GROUND.
 HE0843'
 HE0843'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE N OF STATION, 135 FEET E
 HE0843'OF CENTER LINE OF U.S. HIGHWAY 75, 12 FEET N OF CENTER LINE OF
 HE0843'E-W ROAD.  MARK IS IN TOP OF 12- BY 12- INCH CONCRETE POST AND
 HE0843'PROJECTS 12 INCHES.
 HE0843'
 HE0843'STATION IS REACHED FROM INTERSECTION OF HIGHWAYS IN INDEPENDENCE
 HE0843'AT MONTGOMERY WARD STORE N ON U.S. HIGHWAY 75, 1.1 MILE TO GATE
 HE0843'INTO CEMETERY AT STONE HOUSE.  STATION IS ON LEFT.
 HE0843'
 HE0843'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HE0843
 HE0843                          STATION RECOVERY (1997)
 HE0843
 HE0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HE0843'THE STATION IS LOCATED IN THE NORTH EDGE OF INDEPENDENCE, IN THE MOUNT
 HE0843'HOPE CEMETERY AND IN THE SOUTHWEST QUARTER OF SECTION 18, T 32 S, R 16
 HE0843'E.  OWNERSHIP--CITY PROPERTY, MOUNT HOPE CEMETERY.  TO REACH THE
 HE0843'STATION FROM THE U.S. POST OFFICE IN INDEPENDENCE, AT THE CORNER OF E.
 HE0843'LAUREL ST. AND N 6TH ST., GO WEST ON E. LAUREL ST. FOR 0.08 KM (0.05
 HE0843'MI) TO A STOPLIGHT AT THE INTERSECTION OF N PENN AVE (U.S. HIGHWAY
 HE0843'75).  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 75 FOR 1.2 KM (0.75 MI)
 HE0843'TO A STOPLIGHT AT THE INTERSECTION OF OAK STREET.  CONTINUE NORTH ON
 HE0843'U.S. HIGHWAY 75 FOR 0.56 KM (0.35 MI) TO THE MOUNT HOPE CEMETERY
 HE0843'ENTRANCE ON THE RIGHT, LEADING TO A SMALL STONE CEMETERY OFFICE
 HE0843'BUILDING.  TURN RIGHT, EAST INTO CEMETERY AND THE STATION ON THE LEFT,
 HE0843'JUST INSIDE THE STONE FENCE SURROUNDING CEMETERY PROPERTY. NOTE--THIS
 HE0843'CEMETERY ENTRANCE IS DIRECTLY ACROSS THE HIGHWAY FROM THE JUNCTION OF
 HE0843'ELM STREET, LEADING WEST.  THE STATION IS A STANDARD CGS DISK SET IN
 HE0843'THE TOP OF A 30 CM ROUND CONCRETE MONUMENT PROJECTING 18 CM ABOVE
 HE0843'GROUND AND SURROUNDED BY A LAYER OF SMALL STONES ATTACHED TO THE
 HE0843'MONUMENT.  LOCATED 31.09 M (102.00 FT) WEST FROM THE NORTHWEST CORNER
 HE0843'OF THE SMALL STONE CEMETERY OFFICE, 12.50 M (41.01 FT) EAST FROM THE
 HE0843'CENTER OF THE HIGHWAY, 7.01 M (23.00 FT) NORTH FROM THE CENTER OF THE
 HE0843'CEMETERY ENTRANCE ROAD AND 4.88 M (16.01 FT) EAST FROM A FIBERGLASS
 HE0843'WITNESS POST ABUTTING THE STONE FENCE SURROUNDING CEMETERY PROPERTY.
 HE0843
 HE0843                          STATION RECOVERY (1997)
 HE0843
 HE0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HE0843'IN INDEPENDENCE, AT THE INTERSECTION OF NORTH PENN AVENUE (U.S.
 HE0843'HIGHWAY 75) AND ELM STREET, AT THE 2ND ENTRANCE NORTH OF THE SOUTH END
 HE0843'OF A WALL ENCLOSING THE MOUNT HOPE CEMETERY, 58.4 M (191.6 FT)
 HE0843'NORTHEAST OF REFERENCE MARK 2, 31.7 M (104.0 FT) WEST OF THE NORTHWEST
 HE0843'CORNER OF THE CEMETERY OFFICE, 30.3 M (99.4 FT) NORTH-NORTHEAST OF
 HE0843'REFERENCE MARK 1, 12.9 M (42.3 FT) EAST OF THE AVENUE CENTERLINE, 11.6
 HE0843'M (38.1 FT) NORTH OF THE EXTENDED CENTER OF THE STREET, 5.8 M (19.0
 HE0843'FT) NORTH OF THE CENTER OF THE ENTRANCE ROAD, 4.8 M (15.7 FT) EAST OF
 HE0843'A WITNESS POST AND WALL, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET,
 HE0843'AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 HE0843'NOTE--THE MONUMENT IS A STATE HARN STATION.
 HE0843
 HE0843                          STATION RECOVERY (2001)
 HE0843
 HE0843'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 HE0843'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 HE0843' 
 HE0843'RECORDED AS DESCRIBED.
 HE0843' 
 HE0843'
 HE0843
 HE0843                          STATION RECOVERY (2002)
 HE0843
 HE0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 HE0843'RECOVERED AS DESCRIBED.
 HE0843' 
 HE0843' 
 HE0843' 
 HE0843'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7436 ***********************************************************************
 AE7436  DESIGNATION -  INDEPENDENCE AZ MK
 AE7436  PID         -  AE7436
 AE7436  STATE/COUNTY-  KS/MONTGOMERY
 AE7436  USGS QUAD   -  INDEPENDENCE (1979)
 AE7436
 AE7436                         *CURRENT SURVEY CONTROL
 AE7436  ___________________________________________________________________
 AE7436* NAD 83(1986)-  37 14 34.     (N)    095 42 23.     (W)     SCALED    
 AE7436* NAVD 88     -       258.718  (meters)     848.81   (feet)  ADJUSTED  
 AE7436  ___________________________________________________________________
 AE7436  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 AE7436  DYNAMIC HT  -         258.513 (meters)     848.14  (feet)  COMP
 AE7436  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 AE7436
 AE7436  VERT ORDER  -  FIRST     CLASS II
 AE7436
 AE7436.The horizontal coordinates were scaled from a topographic map and have
 AE7436.an estimated accuracy of +/- 6 seconds.
 AE7436
 AE7436.The orthometric height was determined by differential leveling
 AE7436.and adjusted by the National Geodetic Survey in July 2002..
 AE7436
 AE7436.The geoid height was determined by GEOID03.
 AE7436
 AE7436.The dynamic height is computed by dividing the NAVD 88
 AE7436.geopotential number by the normal gravity value computed on the
 AE7436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7436.degrees latitude (g = 980.6199 gals.).
 AE7436
 AE7436.The modeled gravity was interpolated from observed gravity values.
 AE7436
 AE7436;                    North         East    Units  Estimated Accuracy
 AE7436;SPC KS S     -   467,650.      647,840.      MT  (+/- 180 meters Scaled)
 AE7436
 AE7436                          SUPERSEDED SURVEY CONTROL
 AE7436
 AE7436.No superseded survey control is available for this station.
 AE7436
 AE7436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB599252(NAD 83)
 AE7436_MARKER: DZ = AZIMUTH MARK DISK
 AE7436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7436_STAMPING: INDEPENDENCE AZI 1934
 AE7436_MARK LOGO: CGS   
 AE7436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7436+STABILITY: SURFACE MOTION
 AE7436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7436+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1997
 AE7436
 AE7436  HISTORY     - Date     Condition        Report By
 AE7436  HISTORY     - 1934     MONUMENTED       CGS
 AE7436  HISTORY     - 19971031 GOOD             NGS
 AE7436
 AE7436                          STATION DESCRIPTION
 AE7436
 AE7436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE7436'IN INDEPENDENCE, AT THE INTERSECTION OF NORTH PENN AVENUE (U.S.
 AE7436'HIGHWAY 75) AND CATALPA STREET, AT THE 3RD ENTRANCE NORTH OF THE SOUTH
 AE7436'END OF A WALL ENCLOSING THE MOUNT HOPE CEMETERY, 41.2 M (135.2 FT)
 AE7436'EAST OF THE AVENUE CENTERLINE, 32.6 M (107.0 FT) EAST OF THE CENTER OF
 AE7436'THE ENTRANCE GATE, 31.3 M (102.7 FT) SOUTH OF THE EXTENDED CENTER OF
 AE7436'THE STREET, 5.0 M (16.4 FT) NORTH OF THE CENTER OF THE ENTRANCE ROAD,
 AE7436'3.0 M (9.8 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE LOUIS N
 AE7436'ASHLEY HEADSTONE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE AVENUE, AND
 AE7436'THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7435 ***********************************************************************
 AE7435  DESIGNATION -  INDEPENDENCE RM 1
 AE7435  PID         -  AE7435
 AE7435  STATE/COUNTY-  KS/MONTGOMERY
 AE7435  USGS QUAD   -  INDEPENDENCE (1979)
 AE7435
 AE7435                         *CURRENT SURVEY CONTROL
 AE7435  ___________________________________________________________________
 AE7435* NAD 83(1986)-  37 14 28.     (N)    095 42 23.     (W)     SCALED    
 AE7435* NAVD 88     -       253.356  (meters)     831.22   (feet)  ADJUSTED  
 AE7435  ___________________________________________________________________
 AE7435  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AE7435  DYNAMIC HT  -         253.154 (meters)     830.56  (feet)  COMP
 AE7435  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 AE7435
 AE7435  VERT ORDER  -  FIRST     CLASS II
 AE7435
 AE7435.The horizontal coordinates were scaled from a topographic map and have
 AE7435.an estimated accuracy of +/- 6 seconds.
 AE7435
 AE7435.The orthometric height was determined by differential leveling
 AE7435.and adjusted by the National Geodetic Survey in July 2002..
 AE7435
 AE7435.The geoid height was determined by GEOID03.
 AE7435
 AE7435.The dynamic height is computed by dividing the NAVD 88
 AE7435.geopotential number by the normal gravity value computed on the
 AE7435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7435.degrees latitude (g = 980.6199 gals.).
 AE7435
 AE7435.The modeled gravity was interpolated from observed gravity values.
 AE7435
 AE7435;                    North         East    Units  Estimated Accuracy
 AE7435;SPC KS S     -   467,470.      647,840.      MT  (+/- 180 meters Scaled)
 AE7435
 AE7435                          SUPERSEDED SURVEY CONTROL
 AE7435
 AE7435.No superseded survey control is available for this station.
 AE7435
 AE7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB599250(NAD 83)
 AE7435_MARKER: DR = REFERENCE MARK DISK
 AE7435_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE7435_SP_SET: WALL
 AE7435_STAMPING: INDEPENDENCE NO 1 1934
 AE7435_MARK LOGO: CGS   
 AE7435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7435+STABILITY: SURFACE MOTION
 AE7435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7435+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1997
 AE7435
 AE7435  HISTORY     - Date     Condition        Report By
 AE7435  HISTORY     - 1934     MONUMENTED       CGS
 AE7435  HISTORY     - 19971031 GOOD             NGS
 AE7435
 AE7435                          STATION DESCRIPTION
 AE7435
 AE7435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE7435'IN INDEPENDENCE, AT THE INTERSECTION OF NORTH PENN AVENUE (U.S.
 AE7435'HIGHWAY 75) AND ELM STREET, NEAR THE CENTER OF THE 3RD STONE POST
 AE7435'SOUTH OF THE 2ND ENTRANCE NORTH OF THE SOUTH END OF A WALL ENCLOSING
 AE7435'THE MOUNT HOPE CEMETERY, 30.3 M (99.4 FT) SOUTH-SOUTHWEST OF
 AE7435'TRIANGULATION STATION INDEPENDENCE, 18.3 M (60.0 FT) SOUTH OF THE
 AE7435'EXTENDED CENTER OF THE STREET, 17.3 M (56.8 FT) SOUTH OF THE NORTH END
 AE7435'OF THE WALL, 7.9 M (25.9 FT) EAST OF THE AVENUE CENTERLINE, 1.2 M (3.9
 AE7435'FT) ABOVE THE LEVEL OF THE AVENUE, 0.9 M (3.0 FT) ABOVE THE GROUND
 AE7435'SURFACE, AND 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE
 AE7435'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7434 ***********************************************************************
 AE7434  DESIGNATION -  INDEPENDENCE RM 2
 AE7434  PID         -  AE7434
 AE7434  STATE/COUNTY-  KS/MONTGOMERY
 AE7434  USGS QUAD   -  INDEPENDENCE (1979)
 AE7434
 AE7434                         *CURRENT SURVEY CONTROL
 AE7434  ___________________________________________________________________
 AE7434* NAD 83(1986)-  37 14 28.     (N)    095 42 21.     (W)     SCALED    
 AE7434* NAVD 88     -       251.243  (meters)     824.29   (feet)  ADJUSTED  
 AE7434  ___________________________________________________________________
 AE7434  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AE7434  DYNAMIC HT  -         251.043 (meters)     823.63  (feet)  COMP
 AE7434  MODELED GRAV-     979,830.7   (mgal)                       NAVD 88
 AE7434
 AE7434  VERT ORDER  -  FIRST     CLASS II
 AE7434
 AE7434.The horizontal coordinates were scaled from a topographic map and have
 AE7434.an estimated accuracy of +/- 6 seconds.
 AE7434
 AE7434.The orthometric height was determined by differential leveling
 AE7434.and adjusted by the National Geodetic Survey in July 2002..
 AE7434
 AE7434.The geoid height was determined by GEOID03.
 AE7434
 AE7434.The dynamic height is computed by dividing the NAVD 88
 AE7434.geopotential number by the normal gravity value computed on the
 AE7434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7434.degrees latitude (g = 980.6199 gals.).
 AE7434
 AE7434.The modeled gravity was interpolated from observed gravity values.
 AE7434
 AE7434;                    North         East    Units  Estimated Accuracy
 AE7434;SPC KS S     -   467,470.      647,890.      MT  (+/- 180 meters Scaled)
 AE7434
 AE7434                          SUPERSEDED SURVEY CONTROL
 AE7434
 AE7434.No superseded survey control is available for this station.
 AE7434
 AE7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB599250(NAD 83)
 AE7434_MARKER: DR = REFERENCE MARK DISK
 AE7434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7434_STAMPING: INDEPENDENCE NO 2 1934
 AE7434_MARK LOGO: CGS   
 AE7434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7434+STABILITY: SURFACE MOTION
 AE7434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7434+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1997
 AE7434
 AE7434  HISTORY     - Date     Condition        Report By
 AE7434  HISTORY     - 1934     MONUMENTED       CGS
 AE7434  HISTORY     - 19971031 GOOD             NGS
 AE7434
 AE7434                          STATION DESCRIPTION
 AE7434
 AE7434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE7434'IN INDEPENDENCE, AT THE INTERSECTION OF NORTH PENN AVENUE (U.S.
 AE7434'HIGHWAY 75) AND ELM STREET, 58.4 M (191.6 FT) SOUTHWEST OF
 AE7434'TRIANGULATION STATION INDEPENDENCE, 45.5 M (149.3 FT) WEST OF THE
 AE7434'AVENUE CENTERLINE, 15.3 M (50.2 FT) WEST OF THE NORTHWEST CORNER OF
 AE7434'HOUSE NUMBER 1633, 8.4 M (27.6 FT) EAST OF THE CENTER OF AN ALLEY, 6.8
 AE7434'M (22.3 FT) SOUTH OF THE STREET CENTER, 3.0 M (9.8 FT) NORTHWEST OF
 AE7434'THE NORTHEAST CORNER OF A GARAGE, 2.4 M (7.9 FT) NORTH OF THE NORTH
 AE7434'FACE OF THE GARAGE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, AND
 AE7434'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0842 ***********************************************************************
 HE0842  DESIGNATION -  INDEPENDENCE ST ANDREW CATH CH
 HE0842  PID         -  HE0842
 HE0842  STATE/COUNTY-  KS/MONTGOMERY
 HE0842  USGS QUAD   -  INDEPENDENCE (1979)
 HE0842
 HE0842                         *CURRENT SURVEY CONTROL
 HE0842  ___________________________________________________________________
 HE0842* NAD 83(1997)-  37 13 28.34059(N)    095 42 07.63151(W)     ADJUSTED  
 HE0842* NAVD 88     -                                                        
 HE0842  ___________________________________________________________________
 HE0842  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HE0842  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HE0842
 HE0842  HORZ ORDER  -  THIRD
 HE0842
 HE0842.The horizontal coordinates were established by classical geodetic methods
 HE0842.and adjusted by the National Geodetic Survey in October 1998..
 HE0842
 HE0842
 HE0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0842
 HE0842.The geoid height was determined by GEOID03.
 HE0842
 HE0842;                    North         East     Units Scale Factor Converg.
 HE0842;SPC KS S     -   465,641.389   648,274.615   MT  1.00000855   +1 43 09.8
 HE0842;UTM  15      - 4,123,202.963   260,260.775   MT  1.00030806   -1 38 07.4
 HE0842
 HE0842                          SUPERSEDED SURVEY CONTROL
 HE0842
 HE0842  NAD 83(1997)-  37 13 28.34334(N)    095 42 07.62446(W) AD(       ) 4
 HE0842  NAD 83(1986)-  37 13 28.35273(N)    095 42 07.60649(W) AD(       ) 4
 HE0842  NAD 27      -  37 13 28.10100(N)    095 42 06.68100(W) AD(       ) 3
 HE0842
 HE0842.Superseded values are not recommended for survey control.
 HE0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0842.See file dsdata.txt to determine how the superseded data were derived.
 HE0842
 HE0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6026123203(NAD 83)
 HE0842_MARKER: 91 = CHURCH CROSS
 HE0842
 HE0842  HISTORY     - Date     Condition        Report By
 HE0842  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0842  HISTORY     - 1944     GOOD             CGS
 HE0842
 HE0842                          STATION DESCRIPTION
 HE0842
 HE0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (HJB)
 HE0842'(NO PREVIOUS DESCRIPTION)-- STATION RECOVERED IN GOOD CONDITION.
 HE0842'AS THIS WAS NOT DESCRIBED WHEN ESTABLISHED, A DESCRIPTION
 HE0842'FOLLOWS- THE SPIRE RISES FROM A SQUARE TOWER AT THE S END OF
 HE0842'THE BROWNSTONE BUILDING, AT THE NE CORNER OF N 4TH STREET AND
 HE0842'E. MYRTLE AVENUE.  THE OBJECT OBSERVED WAS THE CROSS ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0841 ***********************************************************************
 HE0841  DESIGNATION -  INDEPENDENCE U ATLAS CEM E STK
 HE0841  PID         -  HE0841
 HE0841  STATE/COUNTY-  KS/MONTGOMERY
 HE0841  USGS QUAD   -  INDEPENDENCE (1979)
 HE0841
 HE0841                         *CURRENT SURVEY CONTROL
 HE0841  ___________________________________________________________________
 HE0841* NAD 83(1997)-  37 12 37.31657(N)    095 40 34.50107(W)     ADJUSTED  
 HE0841* NAVD 88     -                                                        
 HE0841  ___________________________________________________________________
 HE0841  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 HE0841  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 HE0841
 HE0841  HORZ ORDER  -  THIRD
 HE0841
 HE0841.The horizontal coordinates were established by classical geodetic methods
 HE0841.and adjusted by the National Geodetic Survey in October 1998..
 HE0841
 HE0841
 HE0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0841
 HE0841.The geoid height was determined by GEOID03.
 HE0841
 HE0841;                    North         East     Units Scale Factor Converg.
 HE0841;SPC KS S     -   464,138.319   650,617.128   MT  1.00001155   +1 44 07.0
 HE0841;UTM  15      - 4,121,564.917   262,511.977   MT  1.00029483   -1 37 09.1
 HE0841
 HE0841                          SUPERSEDED SURVEY CONTROL
 HE0841
 HE0841  NAD 83(1997)-  37 12 37.32136(N)    095 40 34.49684(W) AD(       ) 4
 HE0841  NAD 83(1986)-  37 12 37.33048(N)    095 40 34.47873(W) AD(       ) 4
 HE0841  NAD 27      -  37 12 37.07800(N)    095 40 33.55600(W) AD(       ) 3
 HE0841
 HE0841.Superseded values are not recommended for survey control.
 HE0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0841.See file dsdata.txt to determine how the superseded data were derived.
 HE0841
 HE0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6251221565(NAD 83)
 HE0841_MARKER: 63 = STACK
 HE0841
 HE0841  HISTORY     - Date     Condition        Report By
 HE0841  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0841  HISTORY     - 1944     GOOD             CGS
 HE0841
 HE0841                          STATION DESCRIPTION
 HE0841
 HE0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (HJB)
 HE0841'(NO PREVIOUS DESCRIPTION)-- RECOVERED IN GOOD CONDITION.  AS
 HE0841'THESE STACKS WERE NOT DESCRIBED WHEN ESTABLISHED, A DESCRIPTION
 HE0841'FOLLOWS- THE TWIN CONCRETE STACKS OF THE UNIVERSAL ATLAS
 HE0841'CEMENT COMPANY, LOCATED APPROXIMATELY 2 MILES SE OF INDEPENDENCE.
 HE0841'THE E STACK IS REINFORCED TO A POINT ABOUT HALFWAY UP.  THEY
 HE0841'RISE FROM THE ROOF, ON EITHER SIDE OF THE GABLE OF THE LARGE
 HE0841'KILN BUILDING.  STACKS ARE APPROXIMATELY 170 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0844 ***********************************************************************
 HE0844  DESIGNATION -  INDEPENDENCE U ATLAS CEM W STK
 HE0844  PID         -  HE0844
 HE0844  STATE/COUNTY-  KS/MONTGOMERY
 HE0844  USGS QUAD   -  INDEPENDENCE (1979)
 HE0844
 HE0844                         *CURRENT SURVEY CONTROL
 HE0844  ___________________________________________________________________
 HE0844* NAD 83(1997)-  37 12 37.45856(N)    095 40 35.11539(W)     ADJUSTED  
 HE0844* NAVD 88     -                                                        
 HE0844  ___________________________________________________________________
 HE0844  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 HE0844  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 HE0844
 HE0844  HORZ ORDER  -  THIRD
 HE0844
 HE0844.The horizontal coordinates were established by classical geodetic methods
 HE0844.and adjusted by the National Geodetic Survey in October 1998..
 HE0844
 HE0844
 HE0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0844
 HE0844.The geoid height was determined by GEOID03.
 HE0844
 HE0844;                    North         East     Units Scale Factor Converg.
 HE0844;SPC KS S     -   464,142.236   650,601.855   MT  1.00001154   +1 44 06.6
 HE0844;UTM  15      - 4,121,569.722   262,496.955   MT  1.00029491   -1 37 09.5
 HE0844
 HE0844                          SUPERSEDED SURVEY CONTROL
 HE0844
 HE0844  NAD 83(1997)-  37 12 37.46269(N)    095 40 35.11070(W) AD(       ) 4
 HE0844  NAD 83(1986)-  37 12 37.47203(N)    095 40 35.09283(W) AD(       ) 4
 HE0844  NAD 27      -  37 12 37.21900(N)    095 40 34.16800(W) AD(       ) 3
 HE0844
 HE0844.Superseded values are not recommended for survey control.
 HE0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0844.See file dsdata.txt to determine how the superseded data were derived.
 HE0844
 HE0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6249721570(NAD 83)
 HE0844_MARKER: 63 = STACK
 HE0844
 HE0844  HISTORY     - Date     Condition        Report By
 HE0844  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0844
 HE0844                          STATION DESCRIPTION
 HE0844
 HE0844'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1712 ***********************************************************************
 JE1712  DESIGNATION -  INDIAN
 JE1712  PID         -  JE1712
 JE1712  STATE/COUNTY-  KS/ANDERSON
 JE1712  USGS QUAD   -  GENEVA (1966)
 JE1712
 JE1712                         *CURRENT SURVEY CONTROL
 JE1712  ___________________________________________________________________
 JE1712* NAD 83(1997)-  38 04 03.58661(N)    095 26 13.06326(W)     ADJUSTED  
 JE1712* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 JE1712  ___________________________________________________________________
 JE1712  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 JE1712  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JE1712
 JE1712  HORZ ORDER  -  THIRD
 JE1712
 JE1712.The horizontal coordinates were established by classical geodetic methods
 JE1712.and adjusted by the National Geodetic Survey in October 1998..
 JE1712
 JE1712.The orthometric height was scaled from a topographic map.
 JE1712
 JE1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1712
 JE1712.The geoid height was determined by GEOID03.
 JE1712
 JE1712;                    North         East     Units Scale Factor Converg.
 JE1712;SPC KS S     -   559,904.462   668,722.135   MT  0.99993933   +1 52 56.4
 JE1712;UTM  15      - 4,216,126.575   286,222.384   MT  1.00016289   -1 30 11.4
 JE1712
 JE1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1712!SPC KS S     -   0.99995231  x   0.99993933  =   0.99989165
 JE1712!UTM  15      -   0.99995231  x   1.00016289  =   1.00011520
 JE1712
 JE1712:                Primary Azimuth Mark                     Grid Az
 JE1712:SPC KS S     -  WELDA CITIES SERV OIL CO TANK            044 25 33.2
 JE1712:UTM  15      -  WELDA CITIES SERV OIL CO TANK            047 48 41.0
 JE1712
 JE1712|---------------------------------------------------------------------|
 JE1712| PID    Reference Object                     Distance      Geod. Az  |
 JE1712|                                                           dddmmss.s |
 JE1712| JE1708 WELDA CITIES SERV OIL CO TANK       APPROX.16.7 KM 0461829.6 |
 JE1712| JE1710 COLONY MUNICIPAL TANK               APPROX. 6.6 KM 0902901.8 |
 JE1712| CL4559 INDIAN AZ MK 2                                     0911440.2 |
 JE1712| CL4560 INDIAN RM 1                          17.643 METERS 17426     |
 JE1712| CL4561 INDIAN RM 2                          19.425 METERS 28051     |
 JE1712| JE1073 P 53                                               3182302.9 |
 JE1712|---------------------------------------------------------------------|
 JE1712
 JE1712                          SUPERSEDED SURVEY CONTROL
 JE1712
 JE1712  NAD 83(1997)-  38 04 03.59172(N)    095 26 13.06283(W) AD(       ) 3
 JE1712  NAD 83(1986)-  38 04 03.59210(N)    095 26 13.05802(W) AD(       ) 3
 JE1712  NAD 27      -  38 04 03.50200(N)    095 26 12.12400(W) AD(       ) 3
 JE1712
 JE1712.Superseded values are not recommended for survey control.
 JE1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1712.See file dsdata.txt to determine how the superseded data were derived.
 JE1712
 JE1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC8622216127(NAD 83)
 JE1712_MARKER: DS = TRIANGULATION STATION DISK
 JE1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1712+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 JE1712
 JE1712  HISTORY     - Date     Condition        Report By
 JE1712  HISTORY     - 1948     MONUMENTED       CGS
 JE1712  HISTORY     - 1970     GOOD             NGS
 JE1712  HISTORY     - 20031016 GOOD             SKW
 JE1712
 JE1712                          STATION DESCRIPTION
 JE1712
 JE1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1712'THE STATION IS LOCATED ON A PROMINENT HILL ABOUT 3.5 MILES WEST
 JE1712'OF COLONY, 2 MILES NORTH OF THE ANDERSON-ALLEN COUNTY LINE, 23.5
 JE1712'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, AND 15 FEET SOUTH
 JE1712'OF AN EAST-WEST FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED INDIAN
 JE1712'1948.
 JE1712'
 JE1712'REFERENCE MARK NO. 1 IS 34.5 FEET SOUTH OF THE CENTER OF A
 JE1712'GRAVELED ROAD AND IS DIRECTLY UNDER A POWER LINE.  IT PROJECTS
 JE1712'6 INCHES AND IS STAMPED INDIAN NO 1 1948.
 JE1712'
 JE1712'REFERENCE MARK NO. 2 IS 36.5 FEET NORTH OF THE CENTER OF A
 JE1712'GRAVELED ROAD AND 1.5 FEET SOUTH OF A FENCE.  IT PROJECTS 6 INCHES
 JE1712'AND IS STAMPED INDIAN NO 2 1948.
 JE1712'
 JE1712'AZIMUTH MARK IS A U.S.C. AND G.S. BM DISK SET IN THE TOP OF A
 JE1712'SIX INCH SQUARE CONCRET POST THAT PROJECTS 8 INCHES.  IT IS
 JE1712'50 FEET NORTH OF THE CENTER OF AN OLD RAILROAD BED, 23 FEET
 JE1712'WEST OF THE CENTER OF A GRAVELED ROAD, 2.5 FEET SOUTH OF A POWER
 JE1712'LINE POLE, AND 1.0 FOOT WEST OF A FENCE.  IT IS STAMPED P.53
 JE1712'1934.
 JE1712'
 JE1712'TO REACH THE STATION FROM THE UNDERPASS OF THE SANTA FE RAILROAD
 JE1712'ON U.S. HIGHWAY 59 IN THE SOUTHWEST EDGE OF COLONY, GO WEST ON
 JE1712'U.S. HIGHWAY 59 FOR 2 MILES, HIGHWAY 59 CURVES TO THE SOUTH,
 JE1712'CONTINUE STRAIGHT AHEAD WEST ON GRAVELED ROAD FOR 1.5 MILES TO
 JE1712'THE TOP OF A GRADE AND THE STATION ON THE RIGHT AS DESCRIBED.
 JE1712'
 JE1712'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAVELED
 JE1712'ROAD FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR
 JE1712'0.5 MILE TO THE MARK ON THE LEFT.
 JE1712'
 JE1712'AN 87 FOOT SIGNAL AT HATCH 1934 IS VISIBLE AT 37 FEET.
 JE1712'
 JE1712'A 113 FOOT SIGNAL AT WELDA IS VISIBLE AT 4 FEET.
 JE1712'
 JE1712'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1712
 JE1712                          STATION RECOVERY (1970)
 JE1712
 JE1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1712'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JE1712'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 JE1712'(B.M. P 53 1934) WAS FOUND DESTROYED AND THE DISK WAS RECOVERED.
 JE1712'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED.
 JE1712'
 JE1712'A NEW AZIMUTH MARK WAS SET.
 JE1712'
 JE1712'FOLLOWING IS A NEW DESCRIPTION.
 JE1712'
 JE1712'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 JE1712'U.S. HIGHWAY 169 AT THE WEST EDGE OF COLONY, GO SOUTH AND WEST
 JE1712'ON U.S. HIGHWAY 169 FOR 2.0 MILES TO A ROAD FORK.  LEAVE HIGHWAY
 JE1712'AND GO WEST FOR 0.25 MILE TO STATE HIGHWAY 57.  CONTINUE WEST
 JE1712'ON A GRAVELED ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT.
 JE1712'CONTINUE WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO THE STATION
 JE1712'ON THE RIGHT.
 JE1712'
 JE1712'STATION MARK, A STANDARD DISK STAMPED INDIAN 1948, IS SET IN THE
 JE1712'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 23.5
 JE1712'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 15 FEET SOUTH OF AN
 JE1712'EAST-WEST FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 JE1712'UNDERGROUND MARK WAS NOT INSPECTED.
 JE1712'
 JE1712'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED INDIAN NO. 1 1948,
 JE1712'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 JE1712'INCHES.  IT IS 48 FEET WEST-NORTHWEST OF A POWERLINE POLE, 34 FEET
 JE1712'SOUTH OF THE CENTER OF THE GRAVELED ROAD, AND 4 FEET NORTH OF A
 JE1712'FENCE.
 JE1712'
 JE1712'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED INDIAN NO. 2 1948,
 JE1712'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 JE1712'INCHES.  IT IS 36.5 FEET NORTH OF THE CENTER OF THE GRAVELED
 JE1712'ROAD AND 2 FEET SOUTH OF A FENCE.
 JE1712'
 JE1712'AZIMUTH MARK, A STANDARD DISK STAMPED INDIAN 1948 1970, IS SET
 JE1712'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.
 JE1712'IT IS 30 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 3 FEET
 JE1712'WEST-NORTHWEST OF A POWERLINE POLE, 1.5 FEET EAST OF A METAL
 JE1712'WITNESS POST, AND 1 FOOT NORTH OF A FENCE.
 JE1712'
 JE1712'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4
 JE1712'MILES WEST OF COLONY.
 JE1712
 JE1712                          STATION RECOVERY (2003)
 JE1712
 JE1712'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC)
 JE1712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1840 ***********************************************************************
 JE1840  DESIGNATION -  INDIAN
 JE1840  PID         -  JE1840
 JE1840  STATE/COUNTY-  KS/SHAWNEE
 JE1840  USGS QUAD   -  DOVER (1982)
 JE1840
 JE1840                         *CURRENT SURVEY CONTROL
 JE1840  ___________________________________________________________________
 JE1840* NAD 83(1997)-  38 58 42.95511(N)    095 53 42.10489(W)     ADJUSTED  
 JE1840* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 JE1840  ___________________________________________________________________
 JE1840  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 JE1840  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JE1840
 JE1840  HORZ ORDER  -  SECOND
 JE1840
 JE1840.The horizontal coordinates were established by classical geodetic methods
 JE1840.and adjusted by the National Geodetic Survey in October 1998..
 JE1840
 JE1840.The orthometric height was scaled from a topographic map.
 JE1840
 JE1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1840
 JE1840.The geoid height was determined by GEOID03.
 JE1840
 JE1840;                    North         East     Units Scale Factor Converg.
 JE1840;SPC KS N     -    73,751.126   582,378.725   MT  0.99996807   +1 19 54.6
 JE1840;SPC KS S     -   659,763.372   625,722.118   MT  1.00010750   +1 36 03.0
 JE1840;UTM  15      - 4,318,388.935   249,216.357   MT  1.00037450   -1 49 19.2
 JE1840
 JE1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1840!SPC KS N     -   0.99994631  x   0.99996807  =   0.99991438
 JE1840!SPC KS S     -   0.99994631  x   1.00010750  =   1.00005380
 JE1840!UTM  15      -   0.99994631  x   1.00037450  =   1.00032079
 JE1840
 JE1840|---------------------------------------------------------------------|
 JE1840| PID    Reference Object                     Distance      Geod. Az  |
 JE1840|                                                           dddmmss.s |
 JE1840| CL4563 INDIAN RM 1                          10.366 METERS 04152     |
 JE1840| JE1828 PAULINE CAA MAST                    APPROX.11.9 KM 0942325.4 |
 JE1840| JE1826 AUBURN RURAL WATER DIST 2 TANK      APPROX. 8.2 KM 1254913.1 |
 JE1840| CL4562 INDIAN AZ MK                                       1614525.6 |
 JE1840| CL4564 INDIAN RM 2                           9.309 METERS 32536     |
 JE1840|---------------------------------------------------------------------|
 JE1840
 JE1840                          SUPERSEDED SURVEY CONTROL
 JE1840
 JE1840  NAD 83(1986)-  38 58 42.96206(N)    095 53 42.10218(W) AD(       ) 2
 JE1840  NAD 27      -  38 58 42.95810(N)    095 53 41.14830(W) AD(       ) 2
 JE1840
 JE1840.Superseded values are not recommended for survey control.
 JE1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1840.See file dsdata.txt to determine how the superseded data were derived.
 JE1840
 JE1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD4921618389(NAD 83)
 JE1840_MARKER: DS = TRIANGULATION STATION DISK
 JE1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1840
 JE1840  HISTORY     - Date     Condition        Report By
 JE1840  HISTORY     - 1960     MONUMENTED       CGS
 JE1840
 JE1840                          STATION DESCRIPTION
 JE1840
 JE1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1840'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTH AND 4 MILES WEST
 JE1840'OF AUBURN, 2-1/4 MILES EAST AND 1 MILE NORTH OF DOVER, IN THE
 JE1840'NE 1/4 OF SECTION 30, T. 12 S., R. 14 E., AND ON THE HIGHEST POINT
 JE1840'IN THE GENERAL VICINITY.
 JE1840'
 JE1840'TO REACH THE STATION FROM THE CROSSROADS IN DOVER, WHERE STATE
 JE1840'HIGHWAY 4 MAKES A RIGHT ANGLE TURN, GO EAST ON THE GRAVELED
 JE1840'ROAD FOR 2.5 MILES TO A CROSSROAD.  TURN LEFT, NORTH, AND FOLLOW
 JE1840'THE BLADED ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT,
 JE1840'WEST, SIDE OF THE ROAD.  CONTINUE AHEAD, NORTH, FOR 0.6 MILE TO A
 JE1840'CROSSROAD.  TURN LEFT, WEST, AND FOLLOW THE BLADED ROAD FOR
 JE1840'0.15 MILE TO THE STATION ON THE LEFT, SOUTH, SIDE OF THE
 JE1840'ROAD.
 JE1840'
 JE1840'THE STATION MARK, STAMPED INDIAN 1960, IS A STANDARD DISK, SET IN
 JE1840'A CYLINDRICAL, CONCRETE POST THAT IS 10 INCHES BELOW THE SURFACE
 JE1840'OF THE GROUND.  IT IS 52 FEET SOUTH OF THE CENTER OF THE BLADED
 JE1840'ROAD AND 24 FEET SOUTH OF A FENCE.
 JE1840'
 JE1840'REFERENCE MARK NO. 1, STAMPED INDIAN NO 1 1960, IS A STANDARD DISK,
 JE1840'SET IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 JE1840'IT IS 26 FEET SOUTH OF THE CENTER OF THE BLADED ROAD AND 2 FEET
 JE1840'NORTH OF A FENCE.
 JE1840'
 JE1840'REFERENCE MARK NO. 2, STAMPED INDIAN NO 2 1960, IS A STANDARD
 JE1840'DISK, SET IN A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 JE1840'IT IS 27 FEET SOUTH OF THE CENTER OF THE BLADED ROAD AND 1 FOOT
 JE1840'NORTH OF A FENCE.
 JE1840'
 JE1840'THE AZIMUTH MARK, STAMPED INDIAN 1960, IS A STANDARD DISK,
 JE1840'CEMENTED IN A DRILL HOLE, IN THE NORTHWEST CORNER OF AN OLD
 JE1840'CONCRETE FOUNDATION.  IT IS 60 FEET WEST OF THE CENTER OF THE
 JE1840'BLADED ROAD AND 42 FEET WEST OF A FENCE AND THE WITNESS POST.
 JE1840'
 JE1840'IT IS 39.96 FEET BETWEEN THE REFERENCE MARKS.
 JE1840'
 JE1840'NOTE- THE ARROW ON THE AZIMUTH MARK DISK POINTS NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0973 ***********************************************************************
 HG0973  DESIGNATION -  INDIAN
 HG0973  PID         -  HG0973
 HG0973  STATE/COUNTY-  KS/CLARK
 HG0973  USGS QUAD   -  SITKA (1979)
 HG0973
 HG0973                         *CURRENT SURVEY CONTROL
 HG0973  ___________________________________________________________________
 HG0973* NAD 83(1997)-  37 10 08.85139(N)    099 43 25.37755(W)     ADJUSTED  
 HG0973* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 HG0973  ___________________________________________________________________
 HG0973  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HG0973  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 HG0973
 HG0973  HORZ ORDER  -  FIRST
 HG0973
 HG0973.The horizontal coordinates were established by classical geodetic methods
 HG0973.and adjusted by the National Geodetic Survey in October 1998..
 HG0973
 HG0973.The orthometric height was scaled from a topographic map.
 HG0973
 HG0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0973
 HG0973.The geoid height was determined by GEOID03.
 HG0973
 HG0973;                    North         East     Units Scale Factor Converg.
 HG0973;SPC KS S     -   456,479.169   291,317.600   MT  1.00002061   -0 45 07.2
 HG0973;UTM  14      - 4,113,879.437   435,749.033   MT  0.99965085   -0 26 14.1
 HG0973
 HG0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0973!SPC KS S     -   0.99990745  x   1.00002061  =   0.99992806
 HG0973!UTM  14      -   0.99990745  x   0.99965085  =   0.99955833
 HG0973
 HG0973:                Primary Azimuth Mark                     Grid Az
 HG0973:SPC KS S     -  SITKA WALLINGFORD GRAIN ELEV             084 43 27.5
 HG0973:UTM  14      -  SITKA WALLINGFORD GRAIN ELEV             084 24 34.4
 HG0973
 HG0973|---------------------------------------------------------------------|
 HG0973| PID    Reference Object                     Distance      Geod. Az  |
 HG0973|                                                           dddmmss.s |
 HG0973| HG0972 SITKA WALLINGFORD GRAIN ELEV        APPROX. 6.3 KM 0835820.3 |
 HG0973| CK9945 INDIAN RM 1                          16.951 METERS 26527     |
 HG0973| HG0977 ASHLAND MUN AIRPORT BEACON          APPROX. 4.2 KM 2663244.4 |
 HG0973| HG0975 ASHLAND CO OP EXCH GRAIN ELEV       APPROX. 3.8 KM 2835355.4 |
 HG0973| HG0976 ASHLAND GRIMES HOME GAS MAST        APPROX. 4.0 KM 2851908.2 |
 HG0973| HG0974 ASHLAND MUN WATER TANK              APPROX. 4.4 KM 3074522.1 |
 HG0973| CK9944 INDIAN AZ MK                                       3575417.8 |
 HG0973| CK9946 INDIAN RM 2                          12.448 METERS 35902     |
 HG0973|---------------------------------------------------------------------|
 HG0973
 HG0973                          SUPERSEDED SURVEY CONTROL
 HG0973
 HG0973  NAD 83(1997)-  37 10 08.85822(N)    099 43 25.37801(W) AD(       ) 1
 HG0973  NAD 83(1986)-  37 10 08.85044(N)    099 43 25.37333(W) AD(       ) 1
 HG0973  NAD 27      -  37 10 08.75403(N)    099 43 23.91464(W) AD(       ) 1
 HG0973
 HG0973.Superseded values are not recommended for survey control.
 HG0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0973.See file dsdata.txt to determine how the superseded data were derived.
 HG0973
 HG0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG3574913879(NAD 83)
 HG0973_MARKER: DS = TRIANGULATION STATION DISK
 HG0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0973
 HG0973  HISTORY     - Date     Condition        Report By
 HG0973  HISTORY     - 1964     MONUMENTED       CGS
 HG0973  HISTORY     - 1970     GOOD             NGS
 HG0973
 HG0973                          STATION DESCRIPTION
 HG0973
 HG0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0973'THE STATION IS 2 MILES SOUTHEAST OF ASHLAND, 1-1/2 MILES SOUTH OF
 HG0973'U.S. HIGHWAY 160, IN THE WEST CENTRAL PART OF SECTION 17, T 33 S, R
 HG0973'22 W, AND ON PROPERTY OWNED BY MR. H.B. CHRISTMAN.
 HG0973'
 HG0973'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE INTERSECTION OF
 HG0973'U.S. HIGHWAY 160 AND MAIN STREET, IN ASHLAND, GO SOUTH ON MAIN
 HG0973'STREET FOR 1.0 MILE TO THE END OF THE PAVEMENT AT A GRAIN ELEVATOR.
 HG0973'TURN LEFT, THEN SOUTH, CROSSING RAILROAD TRACKS, 0.1 MILE TO A
 HG0973'T-ROAD.  TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 2.25 MILES TO
 HG0973'A SIDE ROAD ON THE LEFT, A WIRE GATE AND THE AZIMUTH MARK ON THE
 HG0973'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTH THROUGH
 HG0973'PASTURE, ALONG THE EAST SIDE OF A NORTH-SOUTH FENCE FOR 0.6 MILE TO
 HG0973'THE STATION ON THE SUMMIT OF A SMALL, PROMINENT KNOLL.
 HG0973'
 HG0973'STATION MARKS ARE STANDARD DISKS STAMPED INDIAN 1964.  THE SURFACE
 HG0973'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 HG0973'IS ON THE HIGHEST PART OF THE HILL AND 56 FEET EAST OF A METAL
 HG0973'WITNESS POST IN A NORTH-SOUTH FENCE.  THE UNDERGROUND DISK IS SET
 HG0973'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 HG0973'OF THE GROUND.
 HG0973'
 HG0973'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED INDIAN NO 1 1964, IS
 HG0973'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 7.5
 HG0973'FEET SOUTH OF THE METAL WITNESS POST AND .5 FOOT EAST OF THE
 HG0973'NORTH-SOUTH FENCE.
 HG0973'
 HG0973'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED INDIAN NO 2 1964, IS
 HG0973'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 56 FEET
 HG0973'EAST OF THE NORTH-SOUTH FENCE.
 HG0973'
 HG0973'AZIMUTH MARK IS A STANDARD DISK STAMPED INDIAN 1964, SET IN A SQUARE
 HG0973'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 34 FEET SOUTH OF THE
 HG0973'CENTER OF A GRAVEL ROAD, 3 FEET EAST OF AN EAST GATE POST, 2.5 FEET
 HG0973'WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST
 HG0973'FENCE.
 HG0973'
 HG0973'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HG0973
 HG0973                          STATION RECOVERY (1970)
 HG0973
 HG0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0973'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 HG0973'RECOVERED AND IN GOOD CONDITION AS DESCRIBED IN 1964.  THE MARKS ARE
 HG0973'ON PROPERTY OWNED BY MR. R. YORK, WHOSE ADDRESS IS 415 6TH AVENUE,
 HG0973'ASHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0675 ***********************************************************************
 JH0675  DESIGNATION -  INDIAN CREEK RESET
 JH0675  PID         -  JH0675
 JH0675  STATE/COUNTY-  KS/GOVE
 JH0675  USGS QUAD   -  GOVE SW (1974)
 JH0675
 JH0675                         *CURRENT SURVEY CONTROL
 JH0675  ___________________________________________________________________
 JH0675* NAD 83(1997)-  38 52 01.99222(N)    100 28 34.09210(W)     ADJUSTED  
 JH0675* NAVD 88     -       846.2    (meters)    2776.     (feet)  VERTCON   
 JH0675  ___________________________________________________________________
 JH0675  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 JH0675  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 JH0675
 JH0675  HORZ ORDER  -  FIRST
 JH0675
 JH0675.The horizontal coordinates were established by classical geodetic methods
 JH0675.and adjusted by the National Geodetic Survey in October 1998..
 JH0675
 JH0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0675
 JH0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0675
 JH0675.The geoid height was determined by GEOID03.
 JH0675
 JH0675;                    North         East     Units Scale Factor Converg.
 JH0675;SPC KS N     -    62,204.915   185,132.124   MT  0.99997912   -1 34 00.1
 JH0675;UTM  14      - 4,303,077.344   371,937.136   MT  0.99980195   -0 55 35.1
 JH0675
 JH0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0675!SPC KS N     -   0.99987122  x   0.99997912  =   0.99985034
 JH0675!UTM  14      -   0.99987122  x   0.99980195  =   0.99967320
 JH0675
 JH0675:                Primary Azimuth Mark                     Grid Az
 JH0675:SPC KS N     -  GRAINFIELD MUNICIPAL TANK                003 24 56.9
 JH0675:UTM  14      -  GRAINFIELD MUNICIPAL TANK                002 46 31.9
 JH0675
 JH0675|---------------------------------------------------------------------|
 JH0675| PID    Reference Object                     Distance      Geod. Az  |
 JH0675|                                                           dddmmss.s |
 JH0675| KH0762 GRAINFIELD MUNICIPAL TANK           APPROX.27.8 KM 0015056.8 |
 JH0675| KH0760 PARK SAC HEART CATH CH CROSS        APPROX.29.3 KM 0202642.3 |
 JH0675| CK9947 INDIAN CREEK AZ MK                                 0273320.9 |
 JH0675| KH0754 QUINTER SPIRE J                     APPROX.30.5 KM 0424313.5 |
 JH0675| KH0756 QUINTER MUNICIPAL TANK              APPROX.30.5 KM 0430341.1 |
 JH0675| KH0755 QUINTER ST MARGARETS CATH CH        APPROX.30.2 KM 0432156.6 |
 JH0675| CK9950 INDIAN CREEK RM 1                   181.697 METERS 08835     |
 JH0675| JG0952 RANSOM MUNICIPAL WATER TANK         APPROX.54.0 KM 1182742.3 |
 JH0675| JH0665 UTICA MUNICIPAL WATER TANK          APPROX.36.5 KM 1320938.7 |
 JH0675| CK9949 INDIAN CREEK RM                     271.210 METERS 14000     |
 JH0675| CK9951 INDIAN CREEK RM 2                   271.250 METERS 27549     |
 JH0675| CK9948 INDIAN CREEK AZ MK 2                               2852805.5 |
 JH0675|---------------------------------------------------------------------|
 JH0675
 JH0675                          SUPERSEDED SURVEY CONTROL
 JH0675
 JH0675  NAD 83(1986)-  38 52 01.99660(N)    100 28 34.09325(W) AD(       ) 1
 JH0675  NAD 27      -  38 52 01.95400(N)    100 28 32.60600(W) AD(       ) 1
 JH0675  NGVD 29 (07/19/86)  845.9    (m)         2775.     (f) VERT ANG       
 JH0675
 JH0675.Superseded values are not recommended for survey control.
 JH0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0675.See file dsdata.txt to determine how the superseded data were derived.
 JH0675
 JH0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7193703077(NAD 83)
 JH0675_MARKER: DS = TRIANGULATION STATION DISK
 JH0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0675
 JH0675  HISTORY     - Date     Condition        Report By
 JH0675  HISTORY     - 1950     MONUMENTED       CGS
 JH0675  HISTORY     - 1922     GOOD             CGS
 JH0675  HISTORY     - 1934     GOOD             CGS
 JH0675  HISTORY     - 1934     GOOD             CGS
 JH0675  HISTORY     - 1948     GOOD             LOCENG
 JH0675  HISTORY     - 1950     GOOD             CGS
 JH0675  HISTORY     - 1962     GOOD             CGS
 JH0675  HISTORY     - 1964     GOOD             CGS
 JH0675
 JH0675                          STATION DESCRIPTION
 JH0675
 JH0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JH0675'ABOUT 7 MILES SOUTH OF GOVE CITY, IN OPEN PRAIRIE, IN THE
 JH0675'NORTHEAST CORNER OF THE SE 1/4 SE 1/4 NW 1/4 SE 1/4 NW 1/4 SEC. 6,
 JH0675'T. 14 S., R. 28 W., ON HIGH LAND BETWEEN INDIAN CREEK AND
 JH0675'SMOKY HILL RIVER, ABOUT 1 MILE SOUTH OF INDIAN CREEK, AND 2
 JH0675'MILES NORTHWEST OF THE HOUSE OF J.W. HUNTINGTON.  THE UNDERGROUND
 JH0675'MARK IS A STONE JUG BURIED UPRIGHT, WITH MOUTH ABOUT 4 FEET
 JH0675'BELOW THE SURFACE OF THE GROUND, THE CENTER OF THE MOUTH
 JH0675'MARKING THE STATION.  ABOVE THE STONE JAR IS A CONCRETE BLOCK
 JH0675'CONTAINING A STANDARD BRONZE STATION TABLET, 30 INCHES BELOW
 JH0675'THE SURFACE.  THE STATION MARK IS A STANDARD BRONZE TABLET,
 JH0675'SET IN A CONCRETE BLOCK, 12 INCHES BELOW THE SURFACE.  BROKEN
 JH0675'TILE AND CROCKERY ARE MIXED WITH THE DIRT OVER THE STATION
 JH0675'MARK.  A STANDARD BRONZE REFERENCE TABLET IN A BLOCK OF
 JH0675'CONCRETE IS ALONGSIDE AND JUST TO THE WEST OF THE STONE
 JH0675'MARKING THE CENTER OF SECTION 6, 271.21 METERS (889.8
 JH0675'FEET) S. 74 DEG E. (MAGNETIC) FROM THE STATION.
 JH0675
 JH0675                          STATION RECOVERY (1934)
 JH0675
 JH0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JH0675'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JH0675'
 JH0675'STATION MARK IS A STANDARD BRONZE DISK SET IN A 12-INCH
 JH0675'SQUARE BLOCK OF CONCRETE, ABOUT 12 INCHES BELOW THE SURFACE OF
 JH0675'THE GROUND.
 JH0675'
 JH0675'REFERENCE MARK (1891) IS A STANDARD BRONZE DISK SET IN A
 JH0675'12-INCH SQUARE BLOCK OF CONCRETE, PLAINLY VISIBLE, PROJECTING
 JH0675'ABOUT 6 INCHES ABOVE GROUND.  ITS DISTANCE FROM THE
 JH0675'STATION CHECKED WITH THE FIGURES ORIGINALLY GIVEN.
 JH0675'
 JH0675'TWO NEW MARKS WERE ESTABLISHED, AS FOLLOWS--
 JH0675'
 JH0675'REFERENCE MARK NO. 1 IS IN THE CENTER OF THE NORTH-AND-SOUTH
 JH0675'FENCE LINE, EAST OF THE STATION.
 JH0675'
 JH0675'AZIMUTH MARK IS NORTHEAST OF THE STATION, 20 FEET WEST OF THE
 JH0675'CENTER LINE OF ROAD.
 JH0675'
 JH0675'TO REACH FROM THE STATION, GO EAST ALONG THE CENTER OF SECTION
 JH0675'TO A NORTH-AND-SOUTH ROAD, THEN NORTH ON THIS ROAD 1.3 MILES
 JH0675'TO THE MARK IN THE NORTH-AND-SOUTH FENCE LINE ON THE WEST SIDE
 JH0675'OF THE ROAD.
 JH0675
 JH0675                          STATION RECOVERY (1934)
 JH0675
 JH0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JH0675'ORIGINAL DESCRIPTION IS GOOD WITH THE EXCEPTION THAT REFERENCE
 JH0675'MARK NO. 1 IS S. 51-1/2 DEG E. (MAGNETIC), 271.21 METERS (889.8
 JH0675'FEET) FROM THE STATION.  AN ADDITIONAL REFERENCE MARK NO. 2 WHICH
 JH0675'IS IN THE NORTH-AND-SOUTH WIRE FENCE, IS N. 80 DEG E.
 JH0675'(MAGNETIC), ABOUT 200 YARDS FROM THE STATION.
 JH0675'
 JH0675'THE STATION WAS RECENTLY OCCUPIED.
 JH0675
 JH0675                          STATION RECOVERY (1948)
 JH0675
 JH0675'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948 (TBQ)
 JH0675'STATION IS 5 MILES S AND 2 MILES E OF GOVE. BY T B QUINN CO ENGINEER.
 JH0675'
 JH0675'AZIMUTH MARKER WITH TOP BROKEN OFF IS IN THE RIGHT-OF-WAY OF
 JH0675'TOWNSHIP ROAD.  MARKER APPEARS TO HAVE BEEN HIT BY EITHER A
 JH0675'SNOW PLOW OR MOTOR GRADER AND THE TOP IS CRACKED AND BROKEN
 JH0675'OFF.  IT IS LOCATED IN NW CORNER OF SEC. 32, T 13 S, R 28 W
 JH0675'6PM.  MARK IS STAMPED INDIAN CREEK AZI 1934.
 JH0675
 JH0675                          STATION RECOVERY (1950)
 JH0675
 JH0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JH0675'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AND ARE
 JH0675'IN GOOD CONDITION.  THE 1934 AZIMUTH MARK WAS DESTROYED WHEN
 JH0675'STATE ROUTE 23 WAS WIDENED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 JH0675'THE SURFACE STATION MARK WAS LOWERED AND IS NOW 18 INCHES
 JH0675'BELOW THE SURFACE OF THE GROUND.  FOLLOWING IS A NEW AND
 JH0675'COMPLETE DESCRIPTION--
 JH0675'
 JH0675'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF GOVE AND IS
 JH0675'SITUATED NEAR THE HIGHEST POINT OF HIGH-LAND, (CULTIVATED)
 JH0675'BETWEEN INDIAN CREEK AND SMOKY HILL RIVER.  IT IS SET 3 FEET
 JH0675'NORTHEAST OF A WITNESS POST.  THE DISK IS STAMPED INDIAN
 JH0675'CREEK 1891 1950.
 JH0675'
 JH0675'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND ABOUT 8 FEET
 JH0675'LOWER.  IT IS SET IN AN OLD FENCE LINE, 6 FEET NORTH OF A
 JH0675'LONE FENCE POST AND 1 FOOT WEST OF A WITNESS POST.  IT IS STAMPED
 JH0675'INDIAN CREEK NO 1 1934 AND IS FLUSH WITH THE GROUND.
 JH0675'
 JH0675'THE ORIGINAL REFERENCE MARK (1891) IS SOUTHEAST OF THE STATION
 JH0675'AND IS ABOUT 10 FEET LOWER.  IT IS SITUATED 1 FOOT NORTH OF
 JH0675'A WITNESS POST AND IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 JH0675'INDIAN CREEK 1891.
 JH0675'
 JH0675'THE AZIMUTH MARK IS LOCATED 66 FEET EAST FROM THE CENTER OF
 JH0675'THE HIGHWAY, 48 FEET NORTH OF A POWER LINE POLE AND 1.5 FEET
 JH0675'NORTH OF A WITNESS POST.  IT IS STAMPED INDIAN CREEK 1950 AND
 JH0675'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 JH0675'
 JH0675'TO REACH THE STATION FROM THE COURTHOUSE IN GOVE, GO SOUTH
 JH0675'ON STATE HIGHWAY 23 FOR 6.15 MILES TO A TRACK ROAD ON THE LEFT
 JH0675'(BETWEEN FIELDS) AND THE AZIMUTH MARK AS DESCRIBED.  TURN LEFT
 JH0675'ON THE TRACK ROAD AND GO EAST FOR 1.5 MILES TO THE CREST
 JH0675'OF THE RISE, TURN RIGHT AND FOLLOW THE CREST OF RIDGE SOUTHERLY
 JH0675'FOR 0.3 MILE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 JH0675'A 64 FOOT TOWER WAS USED.
 JH0675
 JH0675                          STATION RECOVERY (1962)
 JH0675
 JH0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 JH0675'STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NO. 1 WERE
 JH0675'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 JH0675'NO. 2 WAS RECOVERED BUT IT APPEARS TO HAVE BEEN HIT BY A PLOW.
 JH0675'THE DESCRIPTION IS ADEQUATE.
 JH0675
 JH0675                          STATION RECOVERY (1964)
 JH0675
 JH0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0675'ALL MARKS WERE RECOVERED AS DESCRIBED IN 1962.
 JH0675'
 JH0675'THE STATION WAS NOT OCCUPIED BY THIS PARTY, WAS RECOVERED FOR
 JH0675'A CHECK ANGLE FOR TRIANGULATION STATION CANYON 1891.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0852 ***********************************************************************
 KF0852  DESIGNATION -  INDUSTRY
 KF0852  PID         -  KF0852
 KF0852  STATE/COUNTY-  KS/CLAY
 KF0852  USGS QUAD   -  INDUSTRY (1964)
 KF0852
 KF0852                         *CURRENT SURVEY CONTROL
 KF0852  ___________________________________________________________________
 KF0852* NAD 83(1997)-  39 08 51.99167(N)    097 09 13.83344(W)     ADJUSTED  
 KF0852* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 KF0852  ___________________________________________________________________
 KF0852  LAPLACE CORR-          -8.85  (seconds)                    DEFLEC99
 KF0852  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 KF0852
 KF0852  HORZ ORDER  -  THIRD
 KF0852
 KF0852.The horizontal coordinates were established by classical geodetic methods
 KF0852.and adjusted by the National Geodetic Survey in October 1998..
 KF0852
 KF0852.The orthometric height was scaled from a topographic map.
 KF0852
 KF0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0852
 KF0852.The geoid height was determined by GEOID03.
 KF0852
 KF0852;                    North         East     Units Scale Factor Converg.
 KF0852;SPC KS N     -    90,753.800   473,142.752   MT  0.99995846   +0 32 07.4
 KF0852;UTM  14      - 4,334,798.546   659,534.605   MT  0.99991339   +1 09 56.8
 KF0852
 KF0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0852!SPC KS N     -   0.99994195  x   0.99995846  =   0.99990041
 KF0852!UTM  14      -   0.99994195  x   0.99991339  =   0.99985535
 KF0852
 KF0852|---------------------------------------------------------------------|
 KF0852| PID    Reference Object                     Distance      Geod. Az  |
 KF0852|                                                           dddmmss.s |
 KF0852| CN8835 INDUSTRY RM 2                                      00047     |
 KF0852| CN8832 INDUSTRY AZ MK                                     0491411.8 |
 KF0852| CN8833 INDUSTRY RM 1                        14.223 METERS 26904     |
 KF0852| KF0854 LONGFORD MUNICIPAL STANDPIPE        APPROX.15.2 KM 2791520.8 |
 KF0852|---------------------------------------------------------------------|
 KF0852
 KF0852                          SUPERSEDED SURVEY CONTROL
 KF0852
 KF0852  NAD 83(1986)-  39 08 51.99967(N)    097 09 13.83408(W) AD(       ) 3
 KF0852  NAD 27      -  39 08 52.00900(N)    097 09 12.76700(W) AD(       ) 3
 KF0852
 KF0852.Superseded values are not recommended for survey control.
 KF0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0852.See file dsdata.txt to determine how the superseded data were derived.
 KF0852
 KF0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5953534799(NAD 83)
 KF0852_MARKER: DS = TRIANGULATION STATION DISK
 KF0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0852
 KF0852  HISTORY     - Date     Condition        Report By
 KF0852  HISTORY     - 1950     MONUMENTED       CGS
 KF0852
 KF0852                          STATION DESCRIPTION
 KF0852
 KF0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0852'THE STATION IS LOCATED ABOUT 9.0 MILES EAST AND 1.75 MILES SOUTH
 KF0852'OF LONGFORD AND 1.0 MILE EAST OF THE SMALL SETTLEMENT OF INDUSTRY
 KF0852'ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST ROAD JUST NORTHWEST
 KF0852'OF A SMALL GROVE OF PINE TREES.  IT IS 29 FEET WEST OF A TELEPHONE
 KF0852'POLE, 22 FEET SOUTH OF THE CENTER OF ROAD AND 5 FEET NORTHWEST OF
 KF0852'A WITNESS POST.  IT IS STAMPED INDUSTRY 1950 AND PROJECTS 6
 KF0852'INCHES.
 KF0852'
 KF0852'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 23 FEET
 KF0852'SOUTH OF THE CENTER OF ROAD AND 3 FEET NORTH OF AN EAST-WEST
 KF0852'FENCE LINE.  IT IS STAMPED INDUSTRY NO 1 1950 AND PROJECTS 5
 KF0852'INCHES.
 KF0852'
 KF0852'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE, 33 FEET
 KF0852'WEST OF WEST END OF A WIRE GATE AND 24 FEET NORTH OF THE CENTER OF
 KF0852'ROAD.  IT IS STAMPED INDUSTRY NO 2 1950 AND PROJECTS 5 INCHES.
 KF0852'
 KF0852'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 67.38 FEET.
 KF0852'
 KF0852'THE AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF A FARMYARD, 25
 KF0852'FEET EAST OF THE CENTER OF ROAD AND 18 FEET NORTH OF THE CENTER
 KF0852'OF DRIVEWAY INTO YARD.  IT IS STAMPED INDUSTRY 1950 AND PROJECTS
 KF0852'4 INCHES.
 KF0852'
 KF0852'TO REACH THE STATION FROM THE FIRST INTERSECTION EAST OF THE POST
 KF0852'OFFICE IN LONGFORD, GO NORTH ON HARD SURFACED ROAD FOR 0.35 MILE TO
 KF0852'A T INTERSECTION.  TURN RIGHT AND GO EAST FOR 9.0 MILES TO A
 KF0852'CROSSROAD, TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 2.05 MILES
 KF0852'TO A CROSSROAD.  TURN LEFT AND GO EAST ON DIRT ROAD FOR 0.7
 KF0852'MILE TO A SMALL GROVE OF PINE TREES AND STATION ON RIGHT AS
 KF0852'DESCRIBED.
 KF0852'
 KF0852'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON DIRT ROAD
 KF0852'FOR 0.35 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 0.25
 KF0852'MILE TO DRIVEWAY INTO FARMYARD AND AZIMUTH MARK ON RIGHT AS
 KF0852'DESCRIBED.
 KF0852'
 KF0852'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0901 ***********************************************************************
 HH0901  DESIGNATION -  ING
 HH0901  PID         -  HH0901
 HH0901  STATE/COUNTY-  KS/GRAY
 HH0901  USGS QUAD   -  INGALLS (1968)
 HH0901
 HH0901                         *CURRENT SURVEY CONTROL
 HH0901  ___________________________________________________________________
 HH0901* NAD 83(1997)-  37 45 06.13449(N)    100 29 15.60441(W)     ADJUSTED  
 HH0901* NAVD 88     -       838.0    (meters)    2749.     (feet)  VERTCON   
 HH0901  ___________________________________________________________________
 HH0901  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HH0901  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 HH0901
 HH0901  HORZ ORDER  -  SECOND
 HH0901  VERT ORDER  -  THIRD ? (See Below)
 HH0901
 HH0901.The horizontal coordinates were established by classical geodetic methods
 HH0901.and adjusted by the National Geodetic Survey in October 1998..
 HH0901
 HH0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0901.The vertical order pertains to the NGVD 29 superseded value.
 HH0901
 HH0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0901
 HH0901.The geoid height was determined by GEOID03.
 HH0901
 HH0901;                    North         East     Units Scale Factor Converg.
 HH0901;SPC KS S     -   522,289.364   224,855.016   MT  0.99994009   -1 13 17.3
 HH0901;UTM  14      - 4,179,308.458   368,943.859   MT  0.99981155   -0 54 39.4
 HH0901
 HH0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0901!SPC KS S     -   0.99987258  x   0.99994009  =   0.99981268
 HH0901!UTM  14      -   0.99987258  x   0.99981155  =   0.99968415
 HH0901
 HH0901:                Primary Azimuth Mark                     Grid Az
 HH0901:SPC KS S     -  INGALLS CO OP GRAIN ELEVATOR             020 52 42.1
 HH0901:UTM  14      -  INGALLS CO OP GRAIN ELEVATOR             020 34 04.2
 HH0901
 HH0901|---------------------------------------------------------------------|
 HH0901| PID    Reference Object                     Distance      Geod. Az  |
 HH0901|                                                           dddmmss.s |
 HH0901| HH0900 INGALLS CO OP GRAIN ELEVATOR        APPROX. 9.0 KM 0193924.8 |
 HH0901| CK9953 ING RM 1                             18.301 METERS 08752     |
 HH0901| CK9952 ING AZ MK                                          0922250.0 |
 HH0901| CK9954 ING RM 2                             14.826 METERS 27151     |
 HH0901|---------------------------------------------------------------------|
 HH0901
 HH0901                          SUPERSEDED SURVEY CONTROL
 HH0901
 HH0901  NAD 83(1997)-  37 45 06.14081(N)    100 29 15.60241(W) AD(       ) 2
 HH0901  NAD 83(1986)-  37 45 06.13797(N)    100 29 15.60456(W) AD(       ) 2
 HH0901  NAD 27      -  37 45 06.05744(N)    100 29 14.06398(W) AD(       ) 2
 HH0901  NGVD 29 (07/19/86)  837.6    (m)         2748.     (f) LEVELING    3  
 HH0901
 HH0901.Superseded values are not recommended for survey control.
 HH0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0901.See file dsdata.txt to determine how the superseded data were derived.
 HH0901
 HH0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG6894479308(NAD 83)
 HH0901_MARKER: DS = TRIANGULATION STATION DISK
 HH0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0901
 HH0901  HISTORY     - Date     Condition        Report By
 HH0901  HISTORY     - 1961     MONUMENTED       CGS
 HH0901  HISTORY     - 1968     GOOD             CGS
 HH0901
 HH0901                          STATION DESCRIPTION
 HH0901
 HH0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0901'THE STATION IS ABOUT 8 MILES SOUTHWEST OF CIMARRON, 5-1/2 MILES
 HH0901'SOUTH OF INGALLS, IN THE SOUTHWEST CORNER OF SECTION 27, T 26 S, R
 HH0901'29 W, ON THE NORTH RIGHT-OF-WAY OF A COUNTY ROAD.
 HH0901'
 HH0901'TO REACH THE STATION FROM THE RAILROAD STATION, IN INGALLS, GO
 HH0901'SOUTHWEST ON COUNTY ROAD FOR 0.4 MILE TO A BRIDGE OVER THE ARKANSAS
 HH0901'RIVER.  CROSS BRIDGE AND CONTINUE SOUTHWEST ON THE COUNTY ROAD FOR
 HH0901'1.05 MILES TO A Y-ROAD FORK.  BEAR LEFT, SOUTH, ON THE COUNTY ROAD
 HH0901'FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT, WEST, ON A GRADED ROAD FOR
 HH0901'1.0 MILE TO THE TOP OF A SMALL RISE AND THE STATION ON THE RIGHT,
 HH0901'NORTH SIDE OF THE ROAD.
 HH0901'
 HH0901'STATION MARKS ARE STANDARD DISKS STAMPED ING 1961.  THE SURFACE DISK
 HH0901'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HH0901'GROUND.  IT 29 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 3 FEET
 HH0901'SOUTHWEST OF A METAL WITNESS POST AND 3 FEET SOUTH OF A FENCE.
 HH0901'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HH0901'INCHES BELOW THE SURFACE OF THE GROUND.
 HH0901'
 HH0901'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ING NO 1 1961, IS SET
 HH0901'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HH0901'IS 31 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND 1 FOOT SOUTH OF
 HH0901'THE FENCE.
 HH0901'
 HH0901'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ING NO. 2 1961, IS SET
 HH0901'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HH0901'IS 31 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND 1 FOOT SOUTH OF
 HH0901'THE FENCE.
 HH0901'
 HH0901'AZIMUTH MARK, A STANDARD DISK STAMPED ING 1961, IS SET IN A SQUARE
 HH0901'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 37 FEET WEST OF THE
 HH0901'CENTER OF THE COUNTY ROAD, 3 FEET SOUTH OF METAL WITNESS POST AND
 HH0901'1.5 FEET NORTH OF A TELEPHONE POLE.
 HH0901'
 HH0901'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRADED
 HH0901'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT, SOUTH, FOR .05 MILE
 HH0901'TO THE AZIMUTH MARK ON THE RIGHT, WEST SIDE OF THE ROAD.
 HH0901'
 HH0901'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HH0901
 HH0901                          STATION RECOVERY (1968)
 HH0901
 HH0901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HH0901'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 HH0901'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.  WITNESS POSTS
 HH0901'WERE SET BY STATION MARK AND AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0902 ***********************************************************************
 HH0902  DESIGNATION -  INGALLS
 HH0902  PID         -  HH0902
 HH0902  STATE/COUNTY-  KS/GRAY
 HH0902  USGS QUAD   -  INGALLS (1968)
 HH0902
 HH0902                         *CURRENT SURVEY CONTROL
 HH0902  ___________________________________________________________________
 HH0902* NAD 83(1997)-  37 51 23.37640(N)    100 29 35.03091(W)     ADJUSTED  
 HH0902* NAVD 88     -       851.8    (meters)    2795.     (feet)  VERTCON   
 HH0902  ___________________________________________________________________
 HH0902  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 HH0902  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 HH0902
 HH0902  HORZ ORDER  -  SECOND
 HH0902  VERT ORDER  -  THIRD ? (See Below)
 HH0902
 HH0902.The horizontal coordinates were established by classical geodetic methods
 HH0902.and adjusted by the National Geodetic Survey in October 1998..
 HH0902
 HH0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0902.The vertical order pertains to the NGVD 29 superseded value.
 HH0902
 HH0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0902
 HH0902.The geoid height was determined by GEOID03.
 HH0902
 HH0902;                    North         East     Units Scale Factor Converg.
 HH0902;SPC KS S     -   533,927.004   224,628.189   MT  0.99993649   -1 13 29.3
 HH0902;UTM  14      - 4,190,943.238   368,654.215   MT  0.99981248   -0 54 59.1
 HH0902
 HH0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0902!SPC KS S     -   0.99987039  x   0.99993649  =   0.99980689
 HH0902!UTM  14      -   0.99987039  x   0.99981248  =   0.99968290
 HH0902
 HH0902|---------------------------------------------------------------------|
 HH0902| PID    Reference Object                     Distance      Geod. Az  |
 HH0902|                                                           dddmmss.s |
 HH0902| CK9956 INGALLS RM 1                         21.800 METERS 08904     |
 HH0902| CK9955 INGALLS AZ MK                                      0952720.3 |
 HH0902| HH0900 INGALLS CO OP GRAIN ELEVATOR        APPROX. 4.7 KM 1321226.2 |
 HH0902| CK9957 INGALLS RM 2                         22.367 METERS 27159     |
 HH0902| HH0986 CHARLESTON COOP GRAIN ELEV          APPROX. 6.2 KM 2771457.3 |
 HH0902| HH0983 CHARLESTON RCAG SW TOWER            APPROX. 7.7 KM 2945755.1 |
 HH0902|---------------------------------------------------------------------|
 HH0902
 HH0902                          SUPERSEDED SURVEY CONTROL
 HH0902
 HH0902  NAD 83(1997)-  37 51 23.38250(N)    100 29 35.02931(W) AD(       ) 2
 HH0902  NAD 83(1986)-  37 51 23.38030(N)    100 29 35.03049(W) AD(       ) 2
 HH0902  NAD 27      -  37 51 23.30262(N)    100 29 33.49313(W) AD(       ) 2
 HH0902  NGVD 29 (07/19/86)  851.4    (m)         2793.     (f) LEVELING    3  
 HH0902
 HH0902.Superseded values are not recommended for survey control.
 HH0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0902.See file dsdata.txt to determine how the superseded data were derived.
 HH0902
 HH0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG6865490943(NAD 83)
 HH0902_MARKER: DS = TRIANGULATION STATION DISK
 HH0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0902
 HH0902  HISTORY     - Date     Condition        Report By
 HH0902  HISTORY     - 1961     MONUMENTED       CGS
 HH0902  HISTORY     - 1963     GOOD             CGS
 HH0902  HISTORY     - 1968     GOOD             CGS
 HH0902
 HH0902                          STATION DESCRIPTION
 HH0902
 HH0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0902'THE STATION IS APPROXIMATELY 4 MILES EAST OF CHARLESTON, 3 MILES
 HH0902'NORTHWEST OF INGALLS, NEAR THE CENTER OF THE NORTH EDGE OF SECTION
 HH0902'27, T 25 S, R 29 W, ON THE SOUTH SIDE OF U.S. HIGHWAY 50 AND ON
 HH0902'PROPERTY OWNED BY MR. NORBERT IRSIK.
 HH0902'
 HH0902'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 HH0902'HIGHWAY 23, IN CIMARRON, GO WESTERLY ON HIGHWAY 50 FOR 6 MILES TO
 HH0902'A CROSSROAD ON THE NORTH EDGE OF INGALLS.  CONTINUE WESTERLY ON
 HH0902'HIGHWAY 50 FOR 2.45 MILES TO A FIELD APPROACH AND THE AZIMUTH MARK
 HH0902'ON THE LEFT.  CONTINUE WESTERLY ON HIGHWAY 50 FOR 0.6 MILES TO A
 HH0902'T-INTERSECTION IN A FENCE AND THE STATION ON THE LEFT.
 HH0902'
 HH0902'STATION MARKS ARE STANDARD DISKS STAMPED INGALLS 1961.  THE SURFACE
 HH0902'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 HH0902'IS 78.5 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 50, 14.5 FEET EAST
 HH0902'OF THE T-INTERSECTION IN THE FENCE, 7.5 FEET SOUTH-EAST OF A
 HH0902'RIGHT-OF-WAY MARKER, 3 FEET SOUTH OF A METAL WITNESS POST AND 2.5
 HH0902'FEET SOUTH OF THE FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HH0902'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0902'
 HH0902'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED INGALLS NO 1 1961, IS
 HH0902'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 85.5
 HH0902'FEET EAST OF THE T-INTERSECTION IN THE FENCE, 76 FEET SOUTH OF THE
 HH0902'CENTER LINE OF HIGHWAY 50 AND 0.5 FOOT SOUTH OF THE FENCE.
 HH0902'
 HH0902'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED INGALLS NO 2 1961, IS
 HH0902'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 75
 HH0902'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 50, 60 FEET WEST OF THE
 HH0902'T-INTERSECTION IN THE FENCE AND 0.5 FOOT SOUTH OF THE FENCE.
 HH0902'
 HH0902'AZIMUTH MARK, A STANDARD DISK STAMPED INGALLS 1961, IS SET IN A
 HH0902'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 HH0902'IT IS ON THE NORTH EDGE OF A WHEAT FIELD, 74 FEET SOUTH OF THE
 HH0902'CENTER LINE OF HIGHWAY 50, 2 FEET WEST OF A METAL WITNESS POST AND
 HH0902'ON THE SOUTH END OF THE CENTER OF A FIELD APPROACH.
 HH0902'
 HH0902'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HH0902'
 HH0902'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0902
 HH0902                          STATION RECOVERY (1963)
 HH0902
 HH0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 HH0902'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS ARE
 HH0902'IN GOOD CONDITION, THE DISTANCE AND DIRECTIONS TO THE MARKS WERE
 HH0902'VERIFIED, AND THE DESCRIPTION IS ENTIRELY ADEQUATE.
 HH0902'
 HH0902'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0902
 HH0902                          STATION RECOVERY (1968)
 HH0902
 HH0902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HH0902'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION.
 HH0902'THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.  WITNESS POST
 HH0902'WERE SET BY STATION MARK AND AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0900 ***********************************************************************
 HH0900  DESIGNATION -  INGALLS CO OP GRAIN ELEVATOR
 HH0900  PID         -  HH0900
 HH0900  STATE/COUNTY-  KS/GRAY
 HH0900  USGS QUAD   -  INGALLS (1968)
 HH0900
 HH0900                         *CURRENT SURVEY CONTROL
 HH0900  ___________________________________________________________________
 HH0900* NAD 83(1997)-  37 49 40.48837(N)    100 27 12.04342(W)     ADJUSTED  
 HH0900* NAVD 88     -                                                        
 HH0900  ___________________________________________________________________
 HH0900  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HH0900  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 HH0900
 HH0900  HORZ ORDER  -  THIRD
 HH0900
 HH0900.The horizontal coordinates were established by classical geodetic methods
 HH0900.and adjusted by the National Geodetic Survey in October 1998..
 HH0900
 HH0900
 HH0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0900
 HH0900.The geoid height was determined by GEOID03.
 HH0900
 HH0900;                    North         East     Units Scale Factor Converg.
 HH0900;SPC KS S     -   530,681.741   228,056.116   MT  0.99993714   -1 12 01.4
 HH0900;UTM  14      - 4,187,716.907   372,099.128   MT  0.99980149   -0 53 29.2
 HH0900
 HH0900                          SUPERSEDED SURVEY CONTROL
 HH0900
 HH0900  NAD 83(1997)-  37 49 40.49462(N)    100 27 12.04182(W) AD(       ) 4
 HH0900  NAD 83(1986)-  37 49 40.49177(N)    100 27 12.04283(W) AD(       ) 4
 HH0900  NAD 27      -  37 49 40.41064(N)    100 27 10.50893(W) AD(       ) 3
 HH0900
 HH0900.Superseded values are not recommended for survey control.
 HH0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0900.See file dsdata.txt to determine how the superseded data were derived.
 HH0900
 HH0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG7209987717(NAD 83)
 HH0900_MARKER: 65 = GRAIN ELEVATOR
 HH0900
 HH0900  HISTORY     - Date     Condition        Report By
 HH0900  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0900
 HH0900                          STATION DESCRIPTION
 HH0900
 HH0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0900'THE STATION IS THE LARGE VENTILATOR ATOP THE HEADHOUSE OF THE COOP
 HH0900'GRAIN ELEVATOR, LOCATED ABOUT 200 FEET EAST OF MAIN STREET IN
 HH0900'INGALLS.  IT IS A LARGE CONCRETE STRUCTURE, CONSISTING OF SEVERAL
 HH0900'ROUND BINS WHICH SUPPORT THE HEADHOUSE, AND HAS AN OVERALL HEIGHT
 HH0900'152 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0493 ***********************************************************************
 KF0493  DESIGNATION -  INGTON
 KF0493  PID         -  KF0493
 KF0493  STATE/COUNTY-  KS/OTTAWA
 KF0493  USGS QUAD   -  BENNINGTON (1965)
 KF0493
 KF0493                         *CURRENT SURVEY CONTROL
 KF0493  ___________________________________________________________________
 KF0493* NAD 83(1997)-  39 06 02.45327(N)    097 32 36.40209(W)     ADJUSTED  
 KF0493* NAVD 88     -       425.796  (meters)    1396.97   (feet)  ADJUSTED  
 KF0493  ___________________________________________________________________
 KF0493  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 KF0493  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 KF0493  DYNAMIC HT  -         425.526 (meters)    1396.08  (feet)  COMP
 KF0493  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 KF0493
 KF0493  HORZ ORDER  -  THIRD
 KF0493  VERT ORDER  -  SECOND    CLASS 0
 KF0493
 KF0493.The horizontal coordinates were established by classical geodetic methods
 KF0493.and adjusted by the National Geodetic Survey in October 1998..
 KF0493
 KF0493.The orthometric height was determined by differential leveling
 KF0493.and adjusted by the National Geodetic Survey in June 1991..
 KF0493
 KF0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0493
 KF0493.The geoid height was determined by GEOID03.
 KF0493
 KF0493.The dynamic height is computed by dividing the NAVD 88
 KF0493.geopotential number by the normal gravity value computed on the
 KF0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0493.degrees latitude (g = 980.6199 gals.).
 KF0493
 KF0493.The modeled gravity was interpolated from observed gravity values.
 KF0493
 KF0493;                    North         East     Units Scale Factor Converg.
 KF0493;SPC KS N     -    85,283.564   439,491.868   MT  0.99996026   +0 17 19.9
 KF0493;UTM  14      - 4,328,959.210   625,949.514   MT  0.99979533   +0 55 07.5
 KF0493
 KF0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0493!SPC KS N     -   0.99993749  x   0.99996026  =   0.99989775
 KF0493!UTM  14      -   0.99993749  x   0.99979533  =   0.99973283
 KF0493
 KF0493|---------------------------------------------------------------------|
 KF0493| PID    Reference Object                     Distance      Geod. Az  |
 KF0493|                                                           dddmmss.s |
 KF0493| KF0721 INGTON RM 1                          20.057 METERS 08449     |
 KF0493| KF0882 BENNINGTON MUNICIPAL TANK           APPROX. 8.6 KM 2120745.1 |
 KF0493| KF0720 INGTON RM 2                          17.010 METERS 27625     |
 KF0493|---------------------------------------------------------------------|
 KF0493
 KF0493                          SUPERSEDED SURVEY CONTROL
 KF0493
 KF0493  NAD 83(1986)-  39 06 02.46228(N)    097 32 36.40189(W) AD(       ) 3
 KF0493  NAD 27      -  39 06 02.46830(N)    097 32 35.29180(W) AD(       ) 3
 KF0493  NGVD 29 (??/??/92)  425.690  (m)         1396.62   (f) ADJ UNCH    2 0
 KF0493
 KF0493.Superseded values are not recommended for survey control.
 KF0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0493.See file dsdata.txt to determine how the superseded data were derived.
 KF0493
 KF0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2595028959(NAD 83)
 KF0493_MARKER: DS = TRIANGULATION STATION DISK
 KF0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0493_STAMPING: INGTON 1960
 KF0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0493+STABILITY: SURFACE MOTION
 KF0493
 KF0493  HISTORY     - Date     Condition        Report By
 KF0493  HISTORY     - 1960     MONUMENTED       CGS
 KF0493  HISTORY     - 1960     GOOD             CGS
 KF0493
 KF0493                          STATION DESCRIPTION
 KF0493
 KF0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 KF0493'THE STATION IS 5 MILES NORTHEAST OF BENNINGTON AND 1-1/2 MILES
 KF0493'EAST-SOUTHEAST OF STATE LAKE PARK.  IT IS 108.0 FEET EAST OF THE
 KF0493'CENTER OF THE ENTRANCE ROAD, 7.5 FEET SOUTH OF THE NORTH
 KF0493'BOUNDARY FENCE AND 7.0 FEET NORTH OF A METAL WITNESS POST
 KF0493'WITH SIGN.
 KF0493'
 KF0493'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 KF0493'STATE HIGHWAY K 106, 2.0 MILES EAST OF MINNEAPOLES, DRIVE
 KF0493'SOUTHERLY ON THE U.S. HIGHWAY FOR 1.4 MILES TO ITS JUNCTION WITH
 KF0493'STATE HIGHWAY K 93.  TURN LEFT AND DRIVE EAST ON THE STATE
 KF0493'HIGHWAY FOR 5.6 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 KF0493'AND DRIVE SOUTH FOR 0.15 MILE TO A GUARD GATE ON THE RIGHT
 KF0493'AND THE STATION ON THE LEFT.
 KF0493'
 KF0493'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS, EACH
 KF0493'STAMPED INGTON 1960.  THE SURFACE MARK IS SET IN THE TOP OF A
 KF0493'CYLINDRICAL CONCRETE MONUMENT, 12 INCHES IN DIAMETER, PROJECTING
 KF0493'6 INCHES ABOVE THE SURFACE OF THE GROUND.
 KF0493'
 KF0493'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS, STAMPED INGTON
 KF0493'NO 1 1960 AND INGTON NO 2 1960, EACH SET IN THE TOP OF A
 KF0493'CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER
 KF0493'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  REFERENCE MARK
 KF0493'1 IS 1.5 FEET SOUTH OF THE NORTH BOUNDARY FENCE.  REFERENCE
 KF0493'MARK 2 IS 53.0 FEET EAST OF THE CENTER OF THE ENTRANCE ROAD
 KF0493'AND 2.0 FEET SOUTHEAST OF A FENCE CORNER.
 KF0493
 KF0493                          STATION RECOVERY (1960)
 KF0493
 KF0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KF0493'5 MI NE FROM BENNINGTON.
 KF0493'AT SITE 550-1, 108 FEET EAST FROM THE CENTER OF THE ENTRANCE
 KF0493'ROAD, 7.5 FEET SOUTH FROM THE NORTH BOUNDARY FENCE, 7 FEET NORTH
 KF0493'FROM A METAL WITNESS POST WITH SIGN, ABOUT 57 FEET EAST FROM
 KF0493'THE FENCE CORNER WHERE THE ENTRANCE ROAD OPENS UP INTO THE
 KF0493'LARGER ENCLOSURE, 55.8 FEET SOUTHEAST FROM REFERENCE MARK NO. 2,
 KF0493'65.8 FEET WEST FROM REFERENCE MARK NO. 1, STATION AND REFERENCE
 KF0493'MARKS SET IN CYLINDRICAL CONCRETE MONUMENTS, EACH PROJECTING
 KF0493'ABOUT 6 INCHES ABOVE GROUND SURFACE.  REFERENCE MARK 1 IS 1.5
 KF0493'FEET SOUTH FROM THE NORTH BOUNDARY FENCE, REFERENCE MARK 2 IS 53
 KF0493'FEET EAST FROM THE CENTER OF THE ENTRANCE ROAD, 2 FEET SOUTHEAST
 KF0493'FROM THE FENCE CORNER.  THE THREE MARKS LEVELED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1303 ***********************************************************************
 JF1303  DESIGNATION -  INMAN
 JF1303  PID         -  JF1303
 JF1303  STATE/COUNTY-  KS/MCPHERSON
 JF1303  USGS QUAD   -  BUHLER (1965)
 JF1303
 JF1303                         *CURRENT SURVEY CONTROL
 JF1303  ___________________________________________________________________
 JF1303* NAD 83(1997)-  38 14 06.94840(N)    097 46 30.42803(W)     ADJUSTED  
 JF1303* NAVD 88     -       463.756  (meters)    1521.51   (feet)  ADJUSTED  
 JF1303  ___________________________________________________________________
 JF1303  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 JF1303  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF1303  DYNAMIC HT  -         463.408 (meters)    1520.36  (feet)  COMP
 JF1303  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 JF1303
 JF1303  HORZ ORDER  -  SECOND
 JF1303  VERT ORDER  -  FIRST     CLASS II
 JF1303
 JF1303.The horizontal coordinates were established by classical geodetic methods
 JF1303.and adjusted by the National Geodetic Survey in October 1998..
 JF1303
 JF1303.The orthometric height was determined by differential leveling
 JF1303.and adjusted by the National Geodetic Survey in June 1991..
 JF1303
 JF1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1303
 JF1303.The geoid height was determined by GEOID03.
 JF1303
 JF1303.The dynamic height is computed by dividing the NAVD 88
 JF1303.geopotential number by the normal gravity value computed on the
 JF1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1303.degrees latitude (g = 980.6199 gals.).
 JF1303
 JF1303.The modeled gravity was interpolated from observed gravity values.
 JF1303
 JF1303;                    North         East     Units Scale Factor Converg.
 JF1303;SPC KS S     -   574,339.146   463,460.420   MT  0.99995124   +0 26 43.7
 JF1303;UTM  14      - 4,232,627.735   607,198.750   MT  0.99974152   +0 45 29.3
 JF1303
 JF1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1303!SPC KS S     -   0.99993163  x   0.99995124  =   0.99988287
 JF1303!UTM  14      -   0.99993163  x   0.99974152  =   0.99967317
 JF1303
 JF1303:                Primary Azimuth Mark                     Grid Az
 JF1303:SPC KS S     -  INMAN AZ MK                              029 23 16.5
 JF1303:UTM  14      -  INMAN AZ MK                              029 04 30.9
 JF1303
 JF1303|---------------------------------------------------------------------|
 JF1303| PID    Reference Object                     Distance      Geod. Az  |
 JF1303|                                                           dddmmss.s |
 JF1303| JF1304 INMAN AZ MK                                        0295000.2 |
 JF1303| JF1550 MCPHERSON NORTH MUN TANK            APPROX.18.9 KM 0302637.3 |
 JF1303| JF1548 MCPHERSON CO CTHSE CLOCK TWR        APPROX.17.6 KM 0315212.0 |
 JF1303| JF1546 MCPHERSON SOUTH MUN TANK            APPROX.18.6 KM 0360120.3 |
 JF1303| CL4565 INMAN RM 1                           27.556 METERS 03855     |
 JF1303| JF1547 MCPHERSON RAD STA KNEX MAST         APPROX.14.8 KM 0390628.3 |
 JF1303| JF1557 INMAN SOUTH MUN TANK                APPROX. 1.2 KM 1723615.1 |
 JF1303| JF1558 INMAN NORTH MUN TANK                405.568 METERS 1801307.8 |
 JF1303| CL4566 INMAN RM 2                           28.680 METERS 20205     |
 JF1303| JF1583 HUTCHINSON SW BELL MICROWAVE        APPROX.18.7 KM 2373233.1 |
 JF1303| JF1580 MICH WISC PIPE REPEATER TOWER       APPROX.18.8 KM 2640210.9 |
 JF1303| JF1584 FEDERAL AVN AID MAST 2 4857         APPROX.18.3 KM 2893705.0 |
 JF1303|---------------------------------------------------------------------|
 JF1303
 JF1303                          SUPERSEDED SURVEY CONTROL
 JF1303
 JF1303  NAD 83(1997)-  38 14 06.95792(N)    097 46 30.42891(W) AD(       ) 2
 JF1303  NAD 83(1986)-  38 14 06.95793(N)    097 46 30.42868(W) AD(       ) 2
 JF1303  NAD 27      -  38 14 06.92482(N)    097 46 29.25538(W) AD(       ) 2
 JF1303  NGVD 29 (07/19/86)  463.5    (m)         1521.     (f) VERT ANG       
 JF1303
 JF1303.Superseded values are not recommended for survey control.
 JF1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1303.See file dsdata.txt to determine how the superseded data were derived.
 JF1303
 JF1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH0719932628(NAD 83)
 JF1303_MARKER: DE = TRAVERSE STATION DISK
 JF1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1303_SP_SET: CONCRETE POST
 JF1303_STAMPING: INMAN 1970
 JF1303_MARK LOGO: NGS   
 JF1303_PROJECTION: FLUSH
 JF1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1303+STABILITY: SURFACE MOTION
 JF1303
 JF1303  HISTORY     - Date     Condition        Report By
 JF1303  HISTORY     - 1970     MONUMENTED       NGS
 JF1303  HISTORY     - 1972     GOOD             NGS
 JF1303  HISTORY     - 1986     GOOD             NGS
 JF1303
 JF1303                          STATION DESCRIPTION
 JF1303
 JF1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1303'THE STATION IS ABOUT 12 MILES SOUTHWEST OF MC PHERSON, 7 MILES
 JF1303'NORTHEAST OF MADORA AND 1/4 MILE NORTH OF THE BUSINESS DISTRICT
 JF1303'OF INMAN ON THE HIGHWAY RIGHT-OF-WAY.
 JF1303'
 JF1303'TO REACH THE STATION FROM THE POST OFFICE IN INMAN, GO NORTHWEST
 JF1303'ON MAIN STREET FOR 0.25 MILE TO THE INTERSECTION OF STATE
 JF1303'HIGHWAY 61, TURN RIGHT NORTHEAST ON STATE HIGHWAY 61 FOR 0.05
 JF1303'MILE TO STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM
 JF1303'THE STATION, GO NORTHEAST ON HIGHWAY 61 FOR 0.8 MILE TO THE
 JF1303'AZIMUTH MARK ON THE LEFT.
 JF1303'
 JF1303'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED INMAN 1970.
 JF1303'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF1303'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 JF1303'103.5 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 61, 62.7 FEET
 JF1303'NORTHWEST OF RAILROAD SIGNAL LIGHT NUMBER 2293, 34.1 FEET WEST
 JF1303'OF WEST RAIL OF DOUBLE RAILROAD TRACK, 30.2 FEET SOUTHWEST OF A
 JF1303'TELEPHONE POLE AND 13.8 FEET WEST OF A METAL WITNESS POST WITH
 JF1303'SIGN.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 JF1303'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 JF1303'
 JF1303'REFERENCE MARK 1, A STANDARD DISK STAMPED INMAN NO 1 1970, IS SET
 JF1303'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JF1303'FLUSH WITH THE GROUND SURFACE.  IT IS 114.5 FEET EAST OF THE
 JF1303'CENTERLINE OF THE HIGHWAY, 63 FEET NORTH OF A TELEPHONE POLE,
 JF1303'47.4 FEET SOUTH OF A TELEPHONE POLE, 23.6 FEET WEST OF WEST RAIL
 JF1303'OF DOUBLE RAILROAD TRACK, 3.2 FEET SOUTHWEST OF A METAL WITNESS
 JF1303'POST WITH SIGN AND AT THE SAME ELEVATION AS THE STATION.
 JF1303'
 JF1303'REFERENCE MARK 2, A STANDARD DISK STAMPED INMAN NO 2 1970, IS
 JF1303'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JF1303'IS FLUSH WITH THE GROUND SURFACE.  IT IS 120 FEET EAST OF THE
 JF1303'CENTERLINE OF THE HIGHWAY, 61.6 FEET SOUTHWEST OF RAILROAD SIGNAL
 JF1303'LIGHT NUMBER 2293, 20.6 FEET WEST OF WEST RAIL OF DOUBLE
 JF1303'RAILROAD TRACK, 5.5 FEET NORTH OF A TELEPHONE POLE AND AT ABOUT
 JF1303'THE SAME ELEVATION AS THE STATION.
 JF1303'
 JF1303'THE AZIMUTH MARK, A STANDARD DISK STAMPED INMAN 1970, IS
 JF1303'CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST CONCRETE HEADWALL
 JF1303'OF A CULVERT.  IT IS 197 FEET SOUTH OF APPROXIMATE CENTER OF
 JF1303'A BLADED ROAD, 56.5 FEET EAST OF THE HIGHWAY RIGHT-OF-WAY FENCE,
 JF1303'3.6 FEET SOUTH OF A METAL HIGHWAY POST AND ABOUT 1 FOOT LOWER
 JF1303'THAN THE HIGHWAY SURFACE.
 JF1303
 JF1303                          STATION RECOVERY (1972)
 JF1303
 JF1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1303'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 AND THE AZIMUTH
 JF1303'MARK WERE RECOVERED AS DESCRIBED BY C.A. ANNIS IN 1970.  THE
 JF1303'HORIZONTAL DIRECTION CHECKED TO ALL MARKS.  THE DISTANCE TO
 JF1303'REFERENCE MARK NUMBER 1 CHECKED THE 1970 MEASUREMENT AND A
 JF1303'TRANSPOSITION WAS NOTED IN THE DISTANCE IN METERS TO REFERENCE
 JF1303'MARK NUMBER 2.  THE DISTANCE WAS 28.608 METERS, SHOULD HAVE
 JF1303'BEEN 28.680 METERS.
 JF1303'
 JF1303'THE DESCRIPTION TO REACH THE STATION WAS ADEQUATE.
 JF1303'
 JF1303'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST SECTION
 JF1303'OF INMAN.
 JF1303
 JF1303                          STATION RECOVERY (1986)
 JF1303
 JF1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1303'15.8 KM (9.8 MI) SW FROM MCPHERSON.
 JF1303'15.8 KM (9.8 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 JF1303'FROM ITS JUNCTION WITH THE UNION PACIFIC RAILROAD IN MCPHERSON, 31.5 M
 JF1303'(103.3 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 61, 19.1 M
 JF1303'(62.7 FT) NORTH OF RAILROAD SIGNAL NUMBER 229.3, 10.4 M (34.1 FT)
 JF1303'NORTHWEST OF THE NEAR RAIL, AND 9.2 M (30.2 FT) SOUTHWEST OF A UTILITY
 JF1303'POLE.
 JF1303'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JF1303'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1304 ***********************************************************************
 JF1304  DESIGNATION -  INMAN AZ MK
 JF1304  PID         -  JF1304
 JF1304  STATE/COUNTY-  KS/MCPHERSON
 JF1304  USGS QUAD   -  BUHLER (1965)
 JF1304
 JF1304                         *CURRENT SURVEY CONTROL
 JF1304  ___________________________________________________________________
 JF1304* NAD 83(1986)-  38 14 45.     (N)    097 46 11.     (W)     SCALED    
 JF1304* NAVD 88     -       455.281  (meters)    1493.70   (feet)  ADJUSTED  
 JF1304  ___________________________________________________________________
 JF1304  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF1304  DYNAMIC HT  -         454.941 (meters)    1492.59  (feet)  COMP
 JF1304  MODELED GRAV-     979,866.7   (mgal)                       NAVD 88
 JF1304
 JF1304  VERT ORDER  -  FIRST     CLASS II
 JF1304
 JF1304.The horizontal coordinates were scaled from a topographic map and have
 JF1304.an estimated accuracy of +/- 6 seconds.
 JF1304
 JF1304.The orthometric height was determined by differential leveling
 JF1304.and adjusted by the National Geodetic Survey in June 1991..
 JF1304
 JF1304.The geoid height was determined by GEOID03.
 JF1304
 JF1304.The dynamic height is computed by dividing the NAVD 88
 JF1304.geopotential number by the normal gravity value computed on the
 JF1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1304.degrees latitude (g = 980.6199 gals.).
 JF1304
 JF1304.The modeled gravity was interpolated from observed gravity values.
 JF1304
 JF1304;                    North         East    Units  Estimated Accuracy
 JF1304;SPC KS S     -   575,520.      463,920.      MT  (+/- 180 meters Scaled)
 JF1304
 JF1304                          SUPERSEDED SURVEY CONTROL
 JF1304
 JF1304.No superseded survey control is available for this station.
 JF1304
 JF1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH076338(NAD 83)
 JF1304_MARKER: DZ = AZIMUTH MARK DISK
 JF1304_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1304_SP_SET: HEADWALL
 JF1304_STAMPING: INMAN 1970
 JF1304_MARK LOGO: NGS   
 JF1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1304+STABILITY: SURFACE MOTION
 JF1304
 JF1304  HISTORY     - Date     Condition        Report By
 JF1304  HISTORY     - 1970     MONUMENTED       NGS
 JF1304  HISTORY     - 1986     GOOD             NGS
 JF1304
 JF1304                          STATION DESCRIPTION
 JF1304
 JF1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1304'14.3 KM (8.9 MI) SW FROM MCPHERSON.
 JF1304'14.3 KM (8.9 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 JF1304'ITS JUNCTION WITH THE UNION PACIFIC RAILROAD IN MCPHERSON, IN TOP OF
 JF1304'AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST
 JF1304'CONCRETE HEADWALL OF A BOX CULVERT UNDER STATE HIGHWAY 61, 47.5 M
 JF1304'(155.8 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING WEST, 33.6 M
 JF1304'(110.2 FT) NORTHWEST OF THE NEAR RAIL, AND 9.6 M (31.5 FT) NORTHWEST
 JF1304'OF THE CENTERLINE OF THE HIGHWAY.
 JF1304'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1558 ***********************************************************************
 JF1558  DESIGNATION -  INMAN NORTH MUN TANK
 JF1558  PID         -  JF1558
 JF1558  STATE/COUNTY-  KS/MCPHERSON
 JF1558  USGS QUAD   -  BUHLER (1965)
 JF1558
 JF1558                         *CURRENT SURVEY CONTROL
 JF1558  ___________________________________________________________________
 JF1558* NAD 83(1997)-  38 13 53.79504(N)    097 46 30.49172(W)     ADJUSTED  
 JF1558* NAVD 88     -                                                        
 JF1558  ___________________________________________________________________
 JF1558  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 JF1558  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF1558
 JF1558  HORZ ORDER  -  THIRD
 JF1558
 JF1558.The horizontal coordinates were established by classical geodetic methods
 JF1558.and adjusted by the National Geodetic Survey in October 1998..
 JF1558
 JF1558
 JF1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1558
 JF1558.The geoid height was determined by GEOID03.
 JF1558
 JF1558;                    North         East     Units Scale Factor Converg.
 JF1558;SPC KS S     -   573,933.601   463,462.024   MT  0.99995089   +0 26 43.6
 JF1558;UTM  14      - 4,232,222.290   607,202.566   MT  0.99974153   +0 45 29.0
 JF1558
 JF1558                          SUPERSEDED SURVEY CONTROL
 JF1558
 JF1558  NAD 83(1997)-  38 13 53.80511(N)    097 46 30.49259(W) AD(       ) 4
 JF1558  NAD 83(1986)-  38 13 53.80448(N)    097 46 30.49213(W) AD(       ) 4
 JF1558  NAD 27      -  38 13 53.77397(N)    097 46 29.31884(W) AD(       ) 3
 JF1558
 JF1558.Superseded values are not recommended for survey control.
 JF1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1558.See file dsdata.txt to determine how the superseded data were derived.
 JF1558
 JF1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH0720332222(NAD 83)
 JF1558_MARKER: 53 = ELEVATED TANK
 JF1558
 JF1558  HISTORY     - Date     Condition        Report By
 JF1558  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1558
 JF1558                          STATION DESCRIPTION
 JF1558
 JF1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1558'THE STATION IS THE BALL ON THE TOP CENTER OF THE INMAN MUNICIPAL
 JF1558'NORTH WATER TANK THAT IS LOCATED 200 FEET SOUTHWEST OF THE
 JF1558'INTERSECTION OF EAST CENTER AND NORTH LOCUST STREETS IN THE
 JF1558'NORTHEAST SECTION OF INMAN.  IT IS A CYLINDRICAL SHAPED TANK
 JF1558'THAT IS SUPPORTED BY 4 STEEL LEGS, PAINTED SILVER, AND IS 123
 JF1558'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1557 ***********************************************************************
 JF1557  DESIGNATION -  INMAN SOUTH MUN TANK
 JF1557  PID         -  JF1557
 JF1557  STATE/COUNTY-  KS/MCPHERSON
 JF1557  USGS QUAD   -  BUHLER (1965)
 JF1557
 JF1557                         *CURRENT SURVEY CONTROL
 JF1557  ___________________________________________________________________
 JF1557* NAD 83(1997)-  38 13 29.47314(N)    097 46 24.26164(W)     ADJUSTED  
 JF1557* NAVD 88     -                                                        
 JF1557  ___________________________________________________________________
 JF1557  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 JF1557  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 JF1557
 JF1557  HORZ ORDER  -  THIRD
 JF1557
 JF1557.The horizontal coordinates were established by classical geodetic methods
 JF1557.and adjusted by the National Geodetic Survey in October 1998..
 JF1557
 JF1557
 JF1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1557
 JF1557.The geoid height was determined by GEOID03.
 JF1557
 JF1557;                    North         East     Units Scale Factor Converg.
 JF1557;SPC KS S     -   573,184.910   463,619.378   MT  0.99995025   +0 26 47.4
 JF1557;UTM  14      - 4,231,474.624   607,363.968   MT  0.99974196   +0 45 32.5
 JF1557
 JF1557                          SUPERSEDED SURVEY CONTROL
 JF1557
 JF1557  NAD 83(1997)-  38 13 29.48273(N)    097 46 24.26246(W) AD(       ) 4
 JF1557  NAD 83(1986)-  38 13 29.48261(N)    097 46 24.26201(W) AD(       ) 4
 JF1557  NAD 27      -  38 13 29.44949(N)    097 46 23.08917(W) AD(       ) 3
 JF1557
 JF1557.Superseded values are not recommended for survey control.
 JF1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1557.See file dsdata.txt to determine how the superseded data were derived.
 JF1557
 JF1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH0736431475(NAD 83)
 JF1557_MARKER: 51 = TANK
 JF1557
 JF1557  HISTORY     - Date     Condition        Report By
 JF1557  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1557
 JF1557                          STATION DESCRIPTION
 JF1557
 JF1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1557'THE STATION IS THE RED LIGHT ON THE TOP CENTER OF THE INMAN
 JF1557'MUNICIPAL SOUTH WATER TANK LOCATED AT THE SOUTH END OF SAMPLE
 JF1557'STREET IN THE SOUTHEAST SECTION OF INMAN.  IT IS A SPHEROID
 JF1557'SHAPED TANK THAT IS SUPPORTED BY A PIPE THAT IS 6 FEET IN
 JF1557'DIAMETER, PAINTED BLUE WITH INMAN LETTERED ON THE SIDE, AND IS
 JF1557'125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0712 ***********************************************************************
 HE0712  DESIGNATION -  IOLA
 HE0712  PID         -  HE0712
 HE0712  STATE/COUNTY-  KS/ALLEN
 HE0712  USGS QUAD   -  IOLA (1984)
 HE0712
 HE0712                         *CURRENT SURVEY CONTROL
 HE0712  ___________________________________________________________________
 HE0712* NAD 83(1997)-  37 55 29.16706(N)    095 23 47.80852(W)     ADJUSTED  
 HE0712* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 HE0712  ___________________________________________________________________
 HE0712  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HE0712  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HE0712
 HE0712  HORZ ORDER  -  SECOND
 HE0712
 HE0712.The horizontal coordinates were established by classical geodetic methods
 HE0712.and adjusted by the National Geodetic Survey in October 1998..
 HE0712
 HE0712.The orthometric height was scaled from a topographic map.
 HE0712
 HE0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0712
 HE0712.The geoid height was determined by GEOID03.
 HE0712
 HE0712;                    North         East     Units Scale Factor Converg.
 HE0712;SPC KS S     -   544,170.546   672,788.439   MT  0.99993593   +1 54 25.6
 HE0712;UTM  15      - 4,200,176.650   289,353.801   MT  1.00014654   -1 28 24.8
 HE0712
 HE0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0712!SPC KS S     -   0.99995779  x   0.99993593  =   0.99989373
 HE0712!UTM  15      -   0.99995779  x   1.00014654  =   1.00010433
 HE0712
 HE0712:                Primary Azimuth Mark                     Grid Az
 HE0712:SPC KS S     -  COLONY MUNICIPAL TANK                    009 08 13.2
 HE0712:UTM  15      -  COLONY MUNICIPAL TANK                    012 31 03.6
 HE0712
 HE0712|---------------------------------------------------------------------|
 HE0712| PID    Reference Object                     Distance      Geod. Az  |
 HE0712|                                                           dddmmss.s |
 HE0712| JE1710 COLONY MUNICIPAL TANK               APPROX.16.1 KM 0110238.8 |
 HE0712| CL4570 IOLA RM 1                            46.461 METERS 06730     |
 HE0712| HE0710 IOLA MUNICIPAL TANK                  25.766 METERS 09304     |
 HE0712| CL4572 IOLA RM 3                            27.243 METERS 11155     |
 HE0712| CL4571 IOLA RM 2                            49.426 METERS 11928     |
 HE0712| HE0708 IOLA LEHIGH CEMENT CO STACK         APPROX. 1.7 KM 1930852.5 |
 HE0712| HE0706 HUMBOLDT MUNICIPAL TANK             APPROX.13.1 KM 1951506.5 |
 HE0712| HE0859 ROSE RESET                          APPROX.24.0 KM 2122902.6 |
 HE0712| HE0709 IOLA ALLEN CO CTHSE CLOCKTOWER      APPROX. 0.7 KM 2474607.5 |
 HE0712| HE0854 PIQUA ST MARTINS CHURCH SPIRE       APPROX.12.5 KM 2661917.6 |
 HE0712| CL4568 IOLA AZ MK                                         2850334.6 |
 HE0712| CL4569 IOLA AZ MK RESET                                   2853238.8 |
 HE0712| HE0711 IOLA PET MILK CO STACK              APPROX. 1.3 KM 2901436.7 |
 HE0712|---------------------------------------------------------------------|
 HE0712
 HE0712                          SUPERSEDED SURVEY CONTROL
 HE0712
 HE0712  NAD 83(1997)-  37 55 29.17194(N)    095 23 47.80806(W) AD(       ) 2
 HE0712  NAD 83(1986)-  37 55 29.17128(N)    095 23 47.80069(W) AD(       ) 2
 HE0712  NAD 27      -  37 55 29.04200(N)    095 23 46.85200(W) AD(       ) 2
 HE0712
 HE0712.Superseded values are not recommended for survey control.
 HE0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0712.See file dsdata.txt to determine how the superseded data were derived.
 HE0712
 HE0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC8935400177(NAD 83)
 HE0712_MARKER: DS = TRIANGULATION STATION DISK
 HE0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0712_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0712
 HE0712  HISTORY     - Date     Condition        Report By
 HE0712  HISTORY     - 1934     MONUMENTED       CGS
 HE0712  HISTORY     - 1948     GOOD             CGS
 HE0712  HISTORY     - 1970     GOOD             NGS
 HE0712  HISTORY     - 20050802 GOOD             GEOCAC
 HE0712
 HE0712                          STATION DESCRIPTION
 HE0712
 HE0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0712'STATION IS IN SE 1/4 SEC. 25, T 24 S, R 18 E, ON LAND OWNED
 HE0712'BY THE CITY OF IOLA AND OCCUPIED BY THE CITY WATER TANK.
 HE0712'IT IS ON N ELM STREET JUST N AND E OF THE MISSOURI PACIFIC
 HE0712'RAILROAD CROSSING, AND IS 55.0 FEET E OF THE CENTER LINE OF N
 HE0712'ELM STREET, 21.0 FEET N OF FENCE ALONG RAILROAD, 58.7 FEET W OF W
 HE0712'LEG OF WATER TANK AND 69.98 FEET N OF N RAIL OF MAIN TRACK
 HE0712'OF MISSOURI PACIFIC RAILROAD.
 HE0712'
 HE0712'SURFACE, UNDERGROUND REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0712'BRONZE DISKS SET IN CONCRETE.
 HE0712'
 HE0712'REFERENCE MARK NO. 1 IS NE OF STATION, 68.6 FEET N OF THE
 HE0712'E LEG OF WATER TANK, AND 7.6 FEET SW OF NE FENCE CORNER.
 HE0712'
 HE0712'REFERENCE MARK NO. 2 IS E OF STATION, 74.4 FEET NE OF S
 HE0712'LEG OF WATER TANK, AND 9.6 FEET NW OF SE FENCE CORNER.
 HE0712'
 HE0712'AZIMUTH MARK IS 3-1/2 BLOCKS W OF STATION BETWEEN BUCKEYE
 HE0712'AND SYCAMORE STREETS, ON THE N SIDE OF THE RAILROAD TRACKS.
 HE0712'IT IS ABOUT 77.5 FEET N OF CENTER LINE OF MAIN TRACK OF
 HE0712'RAILROAD AND ABOUT 145.0 FEET W OF CENTER LINE OF BUCKEYE
 HE0712'STREET.
 HE0712'
 HE0712'HEIGHT OF LIGHT ABOVE STATION MARK - 23.5 METERS.
 HE0712
 HE0712                          STATION RECOVERY (1948)
 HE0712
 HE0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0712'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 HE0712'IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH
 HE0712'MARK WERE NOT RECOVERED.  A NEW AZIMUTH MARK AND REFERENCE
 HE0712'MARK NO. 3 WERE ESTABLISHED.
 HE0712'
 HE0712'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HE0712'
 HE0712'THE STATION IS LOCATED AT THE NORTHEAST SECTION OF IOLA,
 HE0712'AT THE SITE OF THE MUNICIPAL WATER TANK.  IT 84.53 FEET
 HE0712'WEST OF THE CENTER OF THE TANK, 54 FEET EAST OF THE CENTER OF
 HE0712'N. ELM STREET, 21 FEET NORTH OF AN EAST-WEST FENCE LINE, 58.7
 HE0712'FEET WEST OF THE WEST LEG OF THE WATER TANK, AND 69.9 FEET
 HE0712'NORTH OF THE NORTH RAIL OF THE MAIN LINE OF THE MISSOURI
 HE0712'PACIFIC RAILROAD.  IT IS STAMPED IOLA 1934 AND PROJECTS
 HE0712'3 INCHES.
 HE0712'
 HE0712'REFERENCE MARK NO. 1 IS IN THE NORTHEAST CORNER
 HE0712'OF THE LOT, 68.6 FEET NORTH OF THE EAST LEG OF THE WATER TANK,
 HE0712'4 FEET SOUTH OF AN EAST-WEST FENCE LINE, 8 FEET SOUTHWEST OF
 HE0712'A FENCE CORNER AND 7 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 HE0712'IT IS STAMPED IOLA NO 1 1934 AND PROJECTS 4 INCHES.
 HE0712'
 HE0712'REFERENCE MARK NO. 3 IS SET IN A DRILL HOLE IN THE SOUTHWEST
 HE0712'CORNER OF THE CONCRETE BASE OF THE SOUTH LEG OF THE WATER TANK.
 HE0712'IT IS STAMPED IOLA NO 3 1934.
 HE0712'
 HE0712'THE AZIMUTH MARK IS ON THE MISSOURI PACIFIC RAILROAD RIGHT-OF-WAY
 HE0712'AND ACROSS THE TRACKS FROM THE KRUPP IRON AND METAL CO.  IT IS
 HE0712'106 FEET WEST OF THE CENTER OF BUCKEYE STREET, 11.5 FEET
 HE0712'NORTHWEST OF A RAILROAD SWITCH AND 92 FEET NORTH OF THE
 HE0712'CENTER OF THE MAIN LINE OF THE MISSOURI PACIFIC RAILROAD TRACKS.
 HE0712'IT IS STAMPED IOLA 1934 RESET 1948 AND PROJECTS 4 INCHES.
 HE0712'
 HE0712'TO REACH THE AZIMUTH FROM THE STATION, GO WEST ALONG THE
 HE0712'RAILROAD TRACKS FOR 0.25 MILE TO THE MARK ON THE RIGHT AS
 HE0712'DESCRIBED.
 HE0712'
 HE0712'AN 87 FOOT SIGNAL AT STATION COLONY IS VISIBLE AT 64 FEET.
 HE0712'
 HE0712'A 74 FOOT SIGNAL AT STATION LONE ELM IS VISIBLE AT 64 FEET.
 HE0712'
 HE0712'A 4 FOOT SIGNAL AT STATION BEACON W IS VISIBLE AT 64 FEET.
 HE0712'
 HE0712'A 4 FOOT SIGNAL AT STATION HUNBOLDT IS VISIBLE AT 64 FEET.
 HE0712'
 HE0712'A 74 FOOT SIGNAL AT STATION ROSE 1934 IS VISIBLE AT 64 FEET.
 HE0712'
 HE0712'A 74 FOOT SIGNAL AT STATION BARNHART 1934 IS VISIBLE AT 55
 HE0712'FEET.
 HE0712
 HE0712                          STATION RECOVERY (1970)
 HE0712
 HE0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HE0712'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3 WERE
 HE0712'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 HE0712'THE AZIMUTH MARK WAS FOUND WITH THE TOP BROKEN OFF OF THE CONCRETE
 HE0712'POST.  NO OBJECTS WERE VISIBLE FROM THE STATION SO A NEW AZIMUTH
 HE0712'MARK WAS NOT SET.
 HE0712'
 HE0712'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 HE0712'
 HE0712'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT IOLA.
 HE0712
 HE0712                          STATION RECOVERY (2005)
 HE0712
 HE0712'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE0712'REFERENCE MARKS 1 AND 3, AND THE RESET AZIMUTH MARK WERE NOT SEARCHED
 HE0712'FOR DURING THE VISIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0708 ***********************************************************************
 HE0708  DESIGNATION -  IOLA LEHIGH CEMENT CO STACK
 HE0708  PID         -  HE0708
 HE0708  STATE/COUNTY-  KS/ALLEN
 HE0708  USGS QUAD   -  IOLA (1984)
 HE0708
 HE0708                         *CURRENT SURVEY CONTROL
 HE0708  ___________________________________________________________________
 HE0708* NAD 83(1997)-  37 54 34.16706(N)    095 24 04.02394(W)     ADJUSTED  
 HE0708* NAVD 88     -                                                        
 HE0708  ___________________________________________________________________
 HE0708  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 HE0708  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 HE0708
 HE0708  HORZ ORDER  -  THIRD
 HE0708
 HE0708.The horizontal coordinates were established by classical geodetic methods
 HE0708.and adjusted by the National Geodetic Survey in October 1998..
 HE0708
 HE0708
 HE0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0708
 HE0708.The geoid height was determined by GEOID03.
 HE0708
 HE0708;                    North         East     Units Scale Factor Converg.
 HE0708;SPC KS S     -   542,462.667   672,449.006   MT  0.99993593   +1 54 15.7
 HE0708;UTM  15      - 4,198,491.400   288,914.159   MT  1.00014882   -1 28 33.0
 HE0708
 HE0708                          SUPERSEDED SURVEY CONTROL
 HE0708
 HE0708  NAD 83(1997)-  37 54 34.17189(N)    095 24 04.02346(W) AD(       ) 4
 HE0708  NAD 83(1986)-  37 54 34.17104(N)    095 24 04.01560(W) AD(       ) 4
 HE0708  NAD 27      -  37 54 34.03600(N)    095 24 03.06800(W) AD(       ) 3
 HE0708
 HE0708.Superseded values are not recommended for survey control.
 HE0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0708.See file dsdata.txt to determine how the superseded data were derived.
 HE0708
 HE0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8891498491(NAD 83)
 HE0708_MARKER: 63 = STACK
 HE0708
 HE0708  HISTORY     - Date     Condition        Report By
 HE0708  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0708  HISTORY     - 1948     GOOD             CGS
 HE0708  HISTORY     - 20050802 MARK NOT FOUND   GEOCAC
 HE0708
 HE0708                          STATION DESCRIPTION
 HE0708
 HE0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0708'THE STACK IS LOCATED AT THE SOUTH EDGE OF IOLA, 0.2 MILE EAST
 HE0708'OF S. WASHINGTON STREET AND 0.25 MILE SOUTH OF W. ACERS STREET.
 HE0708'
 HE0708'IT IS A CONCRETE STRUCTURE AND IS 295 FEET HIGH.  THE POINT
 HE0708'OBSERVED UPON WAS THE CENTER OF THE TOP.
 HE0708'
 HE0708'PROBABLY THE SAME STATION AS IOLA, LEHIGH PORTLAND CEMENT CO.,
 HE0708'STACK, 1934.
 HE0708
 HE0708                          STATION RECOVERY (2005)
 HE0708
 HE0708'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0710 ***********************************************************************
 HE0710  DESIGNATION -  IOLA MUNICIPAL TANK
 HE0710  PID         -  HE0710
 HE0710  STATE/COUNTY-  KS/ALLEN
 HE0710  USGS QUAD   -  IOLA (1984)
 HE0710
 HE0710                         *CURRENT SURVEY CONTROL
 HE0710  ___________________________________________________________________
 HE0710* NAD 83(1997)-  37 55 29.12246(N)    095 23 46.75502(W)     ADJUSTED  
 HE0710* NAVD 88     -                                                        
 HE0710  ___________________________________________________________________
 HE0710  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HE0710  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HE0710
 HE0710  HORZ ORDER  -  THIRD
 HE0710
 HE0710.The horizontal coordinates were established by classical geodetic methods
 HE0710.and adjusted by the National Geodetic Survey in October 1998..
 HE0710
 HE0710
 HE0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0710
 HE0710.The geoid height was determined by GEOID03.
 HE0710
 HE0710;                    North         East     Units Scale Factor Converg.
 HE0710;SPC KS S     -   544,170.028   672,814.199   MT  0.99993593   +1 54 26.3
 HE0710;UTM  15      - 4,200,174.613   289,379.490   MT  1.00014640   -1 28 24.2
 HE0710
 HE0710                          SUPERSEDED SURVEY CONTROL
 HE0710
 HE0710  NAD 83(1997)-  37 55 29.12734(N)    095 23 46.75456(W) AD(       ) 4
 HE0710  NAD 83(1986)-  37 55 29.12627(N)    095 23 46.74725(W) AD(       ) 4
 HE0710  NAD 27      -  37 55 28.99700(N)    095 23 45.79900(W) AD(       ) 3
 HE0710
 HE0710.Superseded values are not recommended for survey control.
 HE0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0710.See file dsdata.txt to determine how the superseded data were derived.
 HE0710
 HE0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC8937900175(NAD 83)
 HE0710_MARKER: 53 = ELEVATED TANK
 HE0710
 HE0710  HISTORY     - Date     Condition        Report By
 HE0710  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0710  HISTORY     - 1948     GOOD             CGS
 HE0710  HISTORY     - 20050802 GOOD             GEOCAC
 HE0710
 HE0710                          STATION DESCRIPTION
 HE0710
 HE0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0710'LOCATED IN THE NORTHEAST SECTION OF IOLA, 139 FEET EAST OF THE
 HE0710'CENTER OF N. ELM STREET, 21 FEET NORTH OF AN EAST-WEST FENCE
 HE0710'LINE AND 70 FEET NORTH OF THE NORTH RAIL OF THE MISSOURI
 HE0710'PACIFIC RAILROAD MAIN LINE.
 HE0710'
 HE0710'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED BLACK AND SUPPORTING
 HE0710'A SILVER PAINTED TANK.  THE HEIGHT IS ABOUT 125 FEET AND THE
 HE0710'POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
 HE0710'
 HE0710'THIS TANK IS CONNECTED WITH TRIANGULATION STATION IOLA 1934
 HE0710'BY TRAVERSE AND DIRECTION.
 HE0710'
 HE0710'PROBABLY THE SAME STATION AS IOLA, MUNICIPAL WATER TANK,
 HE0710'1934.
 HE0710
 HE0710                          STATION RECOVERY (2005)
 HE0710
 HE0710'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE0710'A TAN TANK WITH BLACK LETTERS ON THE SOUTHEAST AND NORTHWEST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1178 ***********************************************************************
 HE1178  DESIGNATION -  IOLAPORT
 HE1178  PID         -  HE1178
 HE1178  STATE/COUNTY-  KS/ALLEN
 HE1178  USGS QUAD   -  HUMBOLDT (1984)
 HE1178
 HE1178                         *CURRENT SURVEY CONTROL
 HE1178  ___________________________________________________________________
 HE1178* NAD 83(1997)-  37 52 28.41297(N)    095 22 58.85057(W)     ADJUSTED  
 HE1178* NAVD 88     -       309.4    (meters)    1015.     (feet)  VERTCON   
 HE1178  ___________________________________________________________________
 HE1178  X           -    -472,931.753 (meters)                     COMP
 HE1178  Y           -  -5,018,976.214 (meters)                     COMP
 HE1178  Z           -   3,894,633.554 (meters)                     COMP
 HE1178  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HE1178  ELLIP HEIGHT-         278.05  (meters)          (10/02/98) GPS OBS
 HE1178  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HE1178
 HE1178  HORZ ORDER  -  THIRD
 HE1178  ELLP ORDER  -  FOURTH    CLASS I
 HE1178
 HE1178.This mark is at Allen County Airport (K88)
 HE1178
 HE1178.The horizontal coordinates were established by GPS observations
 HE1178.and adjusted by the National Geodetic Survey in October 1998..
 HE1178
 HE1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1178
 HE1178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1178
 HE1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1178
 HE1178.The ellipsoidal height was determined by GPS observations
 HE1178.and is referenced to NAD 83.
 HE1178
 HE1178.The geoid height was determined by GEOID03.
 HE1178
 HE1178;                    North         East     Units Scale Factor Converg.
 HE1178;SPC KS S     -   538,640.914   674,169.654   MT  0.99993620   +1 54 55.7
 HE1178;UTM  15      - 4,194,574.042   290,406.831   MT  1.00014109   -1 27 48.8
 HE1178
 HE1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1178!SPC KS S     -   0.99995637  x   0.99993620  =   0.99989257
 HE1178!UTM  15      -   0.99995637  x   1.00014109  =   1.00009746
 HE1178
 HE1178:                Primary Azimuth Mark                     Grid Az
 HE1178:SPC KS S     -  IOLAPORT AZ MK                           173 17 45.2
 HE1178:UTM  15      -  IOLAPORT AZ MK                           176 40 29.7
 HE1178
 HE1178|---------------------------------------------------------------------|
 HE1178| PID    Reference Object                     Distance      Geod. Az  |
 HE1178|                                                           dddmmss.s |
 HE1178| HE1179 IOLAPORT AZ MK                      413.720 METERS 1751240.9 |
 HE1178|---------------------------------------------------------------------|
 HE1178
 HE1178                          SUPERSEDED SURVEY CONTROL
 HE1178
 HE1178  NAD 83(1997)-  37 52 28.41822(N)    095 22 58.84886(W) AD(       ) 3
 HE1178  NAD 83(1986)-  37 52 28.41495(N)    095 22 58.83816(W) AD(       ) 3
 HE1178  NGVD 29 (02/23/90)  309.2    (m)         1014.     (f) GPS OBS        
 HE1178
 HE1178.Superseded values are not recommended for survey control.
 HE1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1178.See file dsdata.txt to determine how the superseded data were derived.
 HE1178
 HE1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9040794574(NAD 83)
 HE1178_MARKER: I = METAL ROD
 HE1178_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HE1178_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HE1178_STAMPING: IOLAPORT 1989
 HE1178_MARK LOGO: NGS   
 HE1178_PROJECTION: FLUSH
 HE1178_MAGNETIC: I = MARKER IS A STEEL ROD
 HE1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1178+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HE1178_ROD/PIPE-DEPTH: 4.70 meters
 HE1178_SLEEVE-DEPTH  : 01.0 meters
 HE1178
 HE1178  HISTORY     - Date     Condition        Report By
 HE1178  HISTORY     - 1989     MONUMENTED       NGS
 HE1178
 HE1178                          STATION DESCRIPTION
 HE1178
 HE1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HE1178'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTH-SOUTHEAST OF IOLA,
 HE1178'AT THE ALLEN COUNTY AIRPORT, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 HE1178'THE RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP--ALLEN COUNTY, C/O
 HE1178'AIRPORT MANAGER BILL MEEK, BOX 807, IOLA KS 66749.  PHONE
 HE1178'(316)365-5891.
 HE1178'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 169 AND STATE
 HE1178'HIGHWAYS 57 AND 269, ABOUT 4.0 KM (2.50 MI) SOUTH OF IOLA, GO EASTERLY
 HE1178'FOR 1.4 KM (0.85 MI) ON AN UNMARKED PAVED COUNTY ROAD TO A PAVED ROAD
 HE1178'RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 0.4 KM (0.25 MI) ON THE
 HE1178'AIRPORT ENTRANCE ROAD TO A GRAVEL LANE RIGHT, AT THE SOUTH END OF A
 HE1178'T-HANGAR.  TURN RIGHT AND GO WEST FOR 50 METERS ON THE GRAVEL LANE,
 HE1178'PASSING THROUGH A CABLE GATE, TO THE APRON.  TURN LEFT AND GO
 HE1178'SOUTHWEST FOR 0.1 KM (0.05 MI), PASSING BETWEEN THE AIRPORT OFFICE AND
 HE1178'A CIRCULAR FUEL PUMP, TO A CONNECTING TAXIWAY RIGHT.  TURN RIGHT AND
 HE1178'GO WEST FOR 50 METERS ON THE CONNECTING TAXIWAY TO THE STATION ON THE
 HE1178'LEFT, JUST BEFORE THE RUNWAY.
 HE1178'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HE1178'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.7 METERS IN A GREASE
 HE1178'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HE1178'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HE1178'15.6 M (51.2 FT) SOUTHEAST FROM THE JUNCTION OF THE EAST EDGE OF THE
 HE1178'RUNWAY AND THE SOUTH EDGE OF A CONNECTING TAXIWAY, 10.7 M (35.1 FT)
 HE1178'EAST FROM THE EAST EDGE OF THE RUNWAY AND 10.5 M (34.4 FT) SOUTH FROM
 HE1178'THE SOUTH EDGE OF A CONNECTING TAXIWAY.
 HE1178'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1179 ***********************************************************************
 HE1179  DESIGNATION -  IOLAPORT AZ MK
 HE1179  PID         -  HE1179
 HE1179  STATE/COUNTY-  KS/ALLEN
 HE1179  USGS QUAD   -  HUMBOLDT (1984)
 HE1179
 HE1179                         *CURRENT SURVEY CONTROL
 HE1179  ___________________________________________________________________
 HE1179* NAD 83(1997)-  37 52 15.04113(N)    095 22 57.43745(W)     ADJUSTED  
 HE1179* NAVD 88     -       310.0    (meters)    1017.     (feet)  VERTCON   
 HE1179  ___________________________________________________________________
 HE1179  X           -    -472,921.210 (meters)                     COMP
 HE1179  Y           -  -5,019,232.494 (meters)                     COMP
 HE1179  Z           -   3,894,308.915 (meters)                     COMP
 HE1179  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 HE1179  ELLIP HEIGHT-         279.38  (meters)          (10/02/98) GPS OBS
 HE1179  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 HE1179
 HE1179  HORZ ORDER  -  THIRD
 HE1179  ELLP ORDER  -  FOURTH    CLASS I
 HE1179
 HE1179.This mark is at Allen County Airport (K88)
 HE1179
 HE1179.The horizontal coordinates were established by classical geodetic methods
 HE1179.and adjusted by the National Geodetic Survey in October 1998..
 HE1179
 HE1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1179
 HE1179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1179
 HE1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1179
 HE1179.The ellipsoidal height was determined by GPS observations
 HE1179.and is referenced to NAD 83.
 HE1179
 HE1179.The geoid height was determined by GEOID03.
 HE1179
 HE1179;                    North         East     Units Scale Factor Converg.
 HE1179;SPC KS S     -   538,230.049   674,217.949   MT  0.99993625   +1 54 56.6
 HE1179;UTM  15      - 4,194,160.960   290,430.831   MT  1.00014097   -1 27 47.5
 HE1179
 HE1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1179!SPC KS S     -   0.99995616  x   0.99993625  =   0.99989242
 HE1179!UTM  15      -   0.99995616  x   1.00014097  =   1.00009713
 HE1179
 HE1179:                Primary Azimuth Mark                     Grid Az
 HE1179:SPC KS S     -  IOLAPORT                                 353 17 45.1
 HE1179:UTM  15      -  IOLAPORT                                 356 40 29.2
 HE1179
 HE1179|---------------------------------------------------------------------|
 HE1179| PID    Reference Object                     Distance      Geod. Az  |
 HE1179|                                                           dddmmss.s |
 HE1179| HE1178 IOLAPORT                            413.720 METERS 3551241.7 |
 HE1179|---------------------------------------------------------------------|
 HE1179
 HE1179                          SUPERSEDED SURVEY CONTROL
 HE1179
 HE1179  NAD 83(1997)-  37 52 15.04639(N)    095 22 57.43572(W) AD(       ) 3
 HE1179  NAD 83(1986)-  37 52 15.04369(N)    095 22 57.42526(W) AD(       ) 3
 HE1179  NAD 83(1986)-  37 52 15.05674(N)    095 22 57.43602(W) AD(       ) 3
 HE1179  NGVD 29 (11/05/90)  309.9    (m)         1017.     (f) GPS OBS        
 HE1179
 HE1179.Superseded values are not recommended for survey control.
 HE1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1179.See file dsdata.txt to determine how the superseded data were derived.
 HE1179
 HE1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9043194161(NAD 83)
 HE1179_MARKER: I = METAL ROD
 HE1179_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HE1179_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HE1179_STAMPING: IOLAPORT AZ MK 1989
 HE1179_MARK LOGO: NGS   
 HE1179_PROJECTION: FLUSH
 HE1179_MAGNETIC: I = MARKER IS A STEEL ROD
 HE1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1179+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HE1179_ROD/PIPE-DEPTH: 3.10 meters
 HE1179_SLEEVE-DEPTH  : 01.0 meters
 HE1179
 HE1179  HISTORY     - Date     Condition        Report By
 HE1179  HISTORY     - 1989     MONUMENTED       NGS
 HE1179
 HE1179                          STATION DESCRIPTION
 HE1179
 HE1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HE1179'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTH-SOUTHEAST OF IOLA,
 HE1179'AT THE ALLEN COUNTY AIRPORT, ALONG THE EAST EDGE AND BETWEEN THE 7TH
 HE1179'AND 8TH RUNWAY LIGHTS SOUTH FROM THE SOUTHERNMOST ONE OF TWO
 HE1179'CONNECTING TAXIWAYS.  OWNERSHIP--ALLEN COUNTY, C/O AIRPORT MANAGER
 HE1179'BILL MEEK, BOX 807, IOLA KS 66749.  PHONE (316)365-5891.
 HE1179'TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 169 AND STATE
 HE1179'HIGHWAYS 57 AND 269, ABOUT 4.0 KM (2.50 MI) SOUTH OF IOLA, GO EASTERLY
 HE1179'FOR 1.4 KM (0.85 MI) ON AN UNMARKED PAVED COUNTY ROAD TO A PAVED ROAD
 HE1179'RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 0.4 KM (0.25 MI) ON THE
 HE1179'AIRPORT ENTRANCE ROAD TO A GRAVEL LANE RIGHT, AT THE SOUTH END OF A
 HE1179'T-HANGAR.  TURN RIGHT AND GO WEST FOR 50 METERS ON THE GRAVEL LANE,
 HE1179'PASSING THROUGH A CABLE GATE, TO THE APRON.  TURN LEFT AND GO
 HE1179'SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE APRON, PASSING BETWEEN THE
 HE1179'AIRPORT OFFICE AND A CIRCULAR FUEL PUMP, TO A CONNECTING TAXIWAY
 HE1179'RIGHT.  TURN RIGHT AND GO WEST FOR 50 METERS ON THE CONNECTING TAXIWAY
 HE1179'TO THE RUNWAY.  TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON THE
 HE1179'RUNWAY TO THE STATION ON THE LEFT, JUST BEFORE THE 8TH RUNWAY LIGHT
 HE1179'SOUTH FROM THE SOUTHERNMOST ONE OF TWO CONNECTING TAXIWAYS.
 HE1179'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HE1179'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.1 METERS IN A GREASE
 HE1179'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HE1179'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HE1179'45.7 M (149.9 FT) SOUTH-SOUTHEAST FROM THE 7TH RUNWAY LIGHT SOUTH FROM
 HE1179'THE SOUTHERNMOST ONE OF TWO CONNECTING TAXIWAYS, 17.4 M (57.1 FT)
 HE1179'NORTH FROM THE 8TH RUNWAY LIGHT SOUTH FROM THE SOUTHERNMOST ONE OF TWO
 HE1179'CONNECTING TAXIWAYS AND 7.7 M (25.3 FT) EAST FROM THE EAST EDGE OF THE
 HE1179'RUNWAY.
 HE1179'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0578 ***********************************************************************
 KG0578  DESIGNATION -  IONIA RESET
 KG0578  PID         -  KG0578
 KG0578  STATE/COUNTY-  KS/JEWELL
 KG0578  USGS QUAD   -  IONIA (1969)
 KG0578
 KG0578                         *CURRENT SURVEY CONTROL
 KG0578  ___________________________________________________________________
 KG0578* NAD 83(1997)-  39 43 36.38418(N)    098 16 37.96564(W)     ADJUSTED  
 KG0578* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 KG0578  ___________________________________________________________________
 KG0578  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KG0578  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 KG0578
 KG0578  HORZ ORDER  -  SECOND
 KG0578
 KG0578.The horizontal coordinates were established by classical geodetic methods
 KG0578.and adjusted by the National Geodetic Survey in October 1998..
 KG0578
 KG0578.The orthometric height was scaled from a topographic map.
 KG0578
 KG0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0578
 KG0578.The geoid height was determined by GEOID03.
 KG0578
 KG0578;                    North         East     Units Scale Factor Converg.
 KG0578;SPC KS N     -   154,728.861   376,233.905   MT  0.99999131   -0 10 31.4
 KG0578;UTM  14      - 4,397,682.169   561,942.410   MT  0.99964724   +0 27 43.1
 KG0578
 KG0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0578!SPC KS N     -   0.99991780  x   0.99999131  =   0.99990911
 KG0578!UTM  14      -   0.99991780  x   0.99964724  =   0.99956507
 KG0578
 KG0578|---------------------------------------------------------------------|
 KG0578| PID    Reference Object                     Distance      Geod. Az  |
 KG0578|                                                           dddmmss.s |
 KG0578| CN8844 IONIA RM 1                           11.685 METERS 00942     |
 KG0578| KG0568 MANKATO MUNICIPAL STANDPIPE         APPROX. 9.2 KM 0375340.4 |
 KG0578| CN8843 IONIA AZ MK                                        0881334.6 |
 KG0578| CN8846 IONIA RM 3                            9.415 METERS 08851     |
 KG0578| CN8845 IONIA RM 2                           23.492 METERS 26805     |
 KG0578| KG0592 ESBON MUNICIPAL TANK                APPROX.17.3 KM 3074550.6 |
 KG0578|---------------------------------------------------------------------|
 KG0578
 KG0578                          SUPERSEDED SURVEY CONTROL
 KG0578
 KG0578  NAD 83(1997)-  39 43 36.38703(N)    098 16 37.96499(W) AD(       ) 2
 KG0578  NAD 83(1986)-  39 43 36.39033(N)    098 16 37.96555(W) AD(       ) 2
 KG0578  NAD 27      -  39 43 36.34600(N)    098 16 36.76900(W) AD(       ) 2
 KG0578
 KG0578.Superseded values are not recommended for survey control.
 KG0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0578.See file dsdata.txt to determine how the superseded data were derived.
 KG0578
 KG0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ6194297682(NAD 83)
 KG0578_MARKER: DS = TRIANGULATION STATION DISK
 KG0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0578
 KG0578  HISTORY     - Date     Condition        Report By
 KG0578  HISTORY     - 1968     MONUMENTED       CGS
 KG0578  HISTORY     - 1969     GOOD             CGS
 KG0578
 KG0578                          STATION DESCRIPTION
 KG0578
 KG0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KG0578'THE STATION SURFACE MARK AND REFERENCE MARK NO. 2 WERE DESTROYED
 KG0578'BY ROAD CONSTRUCTION.  THE STATION UNDERGROUND MARK, REFERENCE
 KG0578'MARK NO. 1, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 KG0578'GOOD CONDITION.  THE STATION UNDERGROUND MARK WAS LOWERED, A
 KG0578'NEW STATION SURFACE MARK, AND REFERENCE MARK NO. 3 WERE SET.
 KG0578'
 KG0578'FOLLOWING IS A NEW DESCRIPTION.
 KG0578'
 KG0578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36
 KG0578'AND STATE HIGHWAY 28 WHICH IS 1 BLOCK SOUTH OF THE BUSINESS
 KG0578'DISTRICT IN MANKATO, GO WEST ON THE ABOVE HIGHWAYS FOR 2.15
 KG0578'MILES TO A CROSSROAD AND A SMALL SCHOOLHOUSE IN THE SOUTHEAST
 KG0578'ANGLE OF THE INTERSECTION.  TURN LEFT AND GO SOUTH OF A
 KG0578'GRAVELED ROAD FOR 4.0 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 KG0578'RIGHT AND GO WEST ON A DIRT ROAD FOR 1.0 MILE TO A CROSSROAD.
 KG0578'CONTINUE WEST ON THE DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH
 KG0578'MARK ON THE RIGHT.  CONTINUE WEST ON THE DIRT ROAD FOR 0.3
 KG0578'MILE TO THE STATION ON THE LEFT.
 KG0578'
 KG0578'STATION MARKS ARE STANDARD DISKS STAMPED IONIA 1950 1968.
 KG0578'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 KG0578'WHICH PROJECTS 2 INCHES.  IT IS 47 FEET WEST OF THE CENTER OF
 KG0578'A FIELD ENTRACE, 16 FEET SOUTH OF THE CENTER OF THE DIRT ROAD,
 KG0578'1.5 FEET EAST OF A METAL WITNESS POST, AND ABOUT 2-1/2 FEET
 KG0578'LOWER THAN THE ROAD BED.  THE UNDERGROUND STATION DISK IS SET
 KG0578'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 KG0578'THE SURFACE OF THE GROUND.
 KG0578'
 KG0578'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED IONIA NO 1 1950,
 KG0578'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KG0578'4 INCHES.  IT IS 22 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 KG0578'AND 1 FOOT SOUTH OF A FENCE.
 KG0578'
 KG0578'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED IONIA 1950 NO. 3
 KG0578'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KG0578'PROJECTS 2 INCHES.  IT IS 18 FEET WEST OF THE CENTER OF THE
 KG0578'FIELD ENTRANCE, 15 FEET SOUTH OF THE CENTER OF THE ROAD,
 KG0578'1.5 FEET WEST OF A METAL WITNESS POST, AND ABOUT 2-1/2 FEET
 KG0578'LOWER THAN THE ROAD BED.
 KG0578'
 KG0578'AZIMUTH MARK, A STANDARD DISK STAMPED IONIA 1950, IS SET IN
 KG0578'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KG0578'IT IS 0.1 MILE WEST OF A CROSSROAD, 21 FEET NORTH OF THE CENTER
 KG0578'OF THE DIRT ROAD, 2 FEET SOUTH OF A FENCE, AND 1 FOOT WEST
 KG0578'OF A METAL WITNESS POST.
 KG0578'
 KG0578'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5-1/2 MILES
 KG0578'SOUTHWEST OF LEBANON.
 KG0578
 KG0578                          STATION RECOVERY (1969)
 KG0578
 KG0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0578'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3, AND
 KG0578'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 KG0578'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 KG0578'ADEQUATE FOR RECOVERY.
 KG0578'
 KG0578'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2 MILES
 KG0578'SOUTHWEST OF LEBANON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0740 ***********************************************************************
 KG0740  DESIGNATION -  IOWA
 KG0740  PID         -  KG0740
 KG0740  STATE/COUNTY-  KS/ROOKS
 KG0740  USGS QUAD   -  WOODSTON NW (1979)
 KG0740
 KG0740                         *CURRENT SURVEY CONTROL
 KG0740  ___________________________________________________________________
 KG0740* NAD 83(1997)-  39 24 18.52674(N)    099 11 29.40058(W)     ADJUSTED  
 KG0740* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 KG0740  ___________________________________________________________________
 KG0740  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 KG0740  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 KG0740
 KG0740  HORZ ORDER  -  SECOND
 KG0740
 KG0740.The horizontal coordinates were established by classical geodetic methods
 KG0740.and adjusted by the National Geodetic Survey in October 1998..
 KG0740
 KG0740.The orthometric height was scaled from a topographic map.
 KG0740
 KG0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0740
 KG0740.The geoid height was determined by GEOID03.
 KG0740
 KG0740;                    North         East     Units Scale Factor Converg.
 KG0740;SPC KS N     -   119,659.486   297,382.854   MT  0.99996047   -0 45 14.0
 KG0740;UTM  14      - 4,361,755.163   483,512.642   MT  0.99960335   -0 07 17.6
 KG0740
 KG0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0740!SPC KS N     -   0.99991100  x   0.99996047  =   0.99987148
 KG0740!UTM  14      -   0.99991100  x   0.99960335  =   0.99951439
 KG0740
 KG0740:                Primary Azimuth Mark                     Grid Az
 KG0740:SPC KS N     -  WOODSTON MUNICIPAL TANK                  056 55 48.3
 KG0740:UTM  14      -  WOODSTON MUNICIPAL TANK                  056 17 51.9
 KG0740
 KG0740|---------------------------------------------------------------------|
 KG0740| PID    Reference Object                     Distance      Geod. Az  |
 KG0740|                                                           dddmmss.s |
 KG0740| KG0735 WOODSTON MUNICIPAL TANK             APPROX. 9.7 KM 0561034.3 |
 KG0740| CN8847 IOWA AZ MK                                         1345406.3 |
 KG0740| CN8848 IOWA RM 1                             9.358 METERS 19017     |
 KG0740| CN8849 IOWA RM 2                             9.846 METERS 28622     |
 KG0740| KG0756 STOCKTON MUNICIPAL STANDPIPE        APPROX. 8.0 KM 3001058.1 |
 KG0740| KG0759 STOCKTON ST POLICE RADIO TOWER      APPROX. 8.6 KM 3034038.4 |
 KG0740|---------------------------------------------------------------------|
 KG0740
 KG0740                          SUPERSEDED SURVEY CONTROL
 KG0740
 KG0740  NAD 83(1986)-  39 24 18.53319(N)    099 11 29.40176(W) AD(       ) 2
 KG0740  NAD 27      -  39 24 18.49500(N)    099 11 28.06400(W) AD(       ) 2
 KG0740
 KG0740.Superseded values are not recommended for survey control.
 KG0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0740.See file dsdata.txt to determine how the superseded data were derived.
 KG0740
 KG0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ8351361755(NAD 83)
 KG0740_MARKER: DS = TRIANGULATION STATION DISK
 KG0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0740
 KG0740  HISTORY     - Date     Condition        Report By
 KG0740  HISTORY     - 1950     MONUMENTED       CGS
 KG0740
 KG0740                          STATION DESCRIPTION
 KG0740
 KG0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0740'THE STATION IS LOCATED ABOUT 5.0 MILES WEST AND 3.5 MILES SOUTH OF
 KG0740'WOODSTON AND 4.5 MILES EAST AND 2.5 MILES SOUTH OF STOCKTON ON
 KG0740'THE TOP OF A RIDGE OVERLOOKING THE SOUTH FORK OF THE SOLOMON
 KG0740'RIVER TO THE NORTH AND IS ON LAND OWNED BY MR. HARRY REED OF
 KG0740'PLAINVILLE.  IT IS ABOUT 300 YARDS NORTH OF A GATE INTO AN OIL
 KG0740'FIELD, 57.0 FEET SOUTH OF THE MOST SOUTHERLY OF TWO OIL STORAGE
 KG0740'TANKS, 25.0 FEET WEST OF THE CENTER OF A TRACK ROAD AND 5.5
 KG0740'FEET SOUTH OF A WITNESS POST.  IT IS SET FLUSH WITH THE SURFACE
 KG0740'OF THE GROUND AND IS STAMPED IOWA 1950.
 KG0740'
 KG0740'REFERENCE MARK NO. 1 IS 20.0 FEET WEST OF THE CENTER OF A TRACK
 KG0740'ROAD, IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 KG0740'IOWA NO 1 1950.
 KG0740'
 KG0740'REFERENCE MARK NO. 2 IS 10.0 FEET SOUTH OF THE SOUTHWEST CORNER
 KG0740'OF AN EARTHEN DIKE AROUND TWO OIL STORAGE TANKS, IS SET FLUSH
 KG0740'WITH THE SURFACE OF THE GROUND AND IS STAMPED IOWA NO 2 1950.
 KG0740'
 KG0740'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KG0740'2 IS 46.87 FEET.
 KG0740'
 KG0740'THE AZIMUTH MARK IS ABOUT 50 YARDS WEST OF THE CENTER OF A
 KG0740'CATTLE GUARD, 26.0 FEET NORTH OF THE CENTER OF A TRACK ROAD ALONG
 KG0740'THE NORTH EDGE OF A FIELD, 1.5 FEET WEST OF A WITNESS POST AND
 KG0740'0.5 OF A FOOT SOUTH OF AN EAST-WEST FENCE.  IT PROJECTS 8 INCHES
 KG0740'AND IS STAMPED IOWA 1950.
 KG0740'
 KG0740'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 24
 KG0740'AND U.S. HIGHWAY NO. 183 JUST NORTH OF THE POST OFFICE IN STOCKTON,
 KG0740'GO SOUTH ON U.S. HIGHWAY NO. 183 FOR 1.45 MILES TO A CROSSROAD
 KG0740'JUST AFTER PASSING OVER A BRIDGE SPANNING THE SOUTH FORK OF THE
 KG0740'SOLOMON RIVER.  HERE TURN LEFT AND GO NORTHEAST AND EAST FOR
 KG0740'1.5 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH FOR 0.5 MILE TO
 KG0740'A T ROAD RIGHT, TURN RIGHT AND GO EAST FOR 1.85 MILES TO WHERE
 KG0740'THE MAIN ROAD TURNS RIGHT.  HERE TURN RIGHT AND GO SOUTH FOR
 KG0740'4.1 MILES TO A POINT JUST PAST WHERE THE ROAD TURNS TO THE
 KG0740'EAST AND A CATTLE GUARD ON THE LEFT LEADING INTO A FIELD, TURN
 KG0740'LEFT AND GO NORTHERLY ON A TRACK ROAD FOR 0.5 MILE TO A FORK JUST
 KG0740'BEFORE REACHING A CATTLE GUARD STRAIGHT AHEAD, HERE TURN LEFT
 KG0740'ON A TRACK ROAD AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 KG0740'CONTINUE WESTERLY AND NORTH ON TRACK ROAD FOR 0.55 MILE TO
 KG0740'TWO OIL STORAGE TANKS ON THE LEFT AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0280 ***********************************************************************
 HJ0280  DESIGNATION -  IRENE
 HJ0280  PID         -  HJ0280
 HJ0280  STATE/COUNTY-  KS/HAMILTON
 HJ0280  USGS QUAD   -  DURKEE CREEK SE (1966)
 HJ0280
 HJ0280                         *CURRENT SURVEY CONTROL
 HJ0280  ___________________________________________________________________
 HJ0280* NAD 83(1997)-  37 49 01.60665(N)    102 01 01.62135(W)     ADJUSTED  
 HJ0280* NAVD 88     -      1087.24   (+/-2cm)    3567.1    (feet)  VERTCON   
 HJ0280  ___________________________________________________________________
 HJ0280  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 HJ0280  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 HJ0280
 HJ0280  HORZ ORDER  -  FIRST
 HJ0280  VERT ORDER  -  THIRD ? (See Below)
 HJ0280
 HJ0280.The horizontal coordinates were established by classical geodetic methods
 HJ0280.and adjusted by the National Geodetic Survey in October 1998..
 HJ0280
 HJ0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0280.The vertical order pertains to the NGVD 29 superseded value.
 HJ0280
 HJ0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0280
 HJ0280.The geoid height was determined by GEOID03.
 HJ0280
 HJ0280;                    North         East     Units Scale Factor Converg.
 HJ0280;SPC KS S     -   533,521.818    90,410.161   MT  0.99993745   -2 09 40.9
 HJ0280;SPC CO S     -   438,197.808 1,220,982.381   MT  0.99994544   +2 08 10.8
 HJ0280;SPC CO S     - 1,437,653.98  4,005,839.69   sFT  0.99994544   +2 08 10.8
 HJ0280;UTM  13      - 4,189,716.490   762,567.905   MT  1.00044923   +1 49 47.9
 HJ0280;UTM  14      - 4,189,813.345   234,417.951   MT  1.00046884   -1 51 03.6
 HJ0280
 HJ0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0280!SPC KS S     -   0.99983322  x   0.99993745  =   0.99977068
 HJ0280!SPC CO S     -   0.99983322  x   0.99994544  =   0.99977867
 HJ0280!UTM  13      -   0.99983322  x   1.00044923  =   1.00028237
 HJ0280!UTM  14      -   0.99983322  x   1.00046884  =   1.00030198
 HJ0280
 HJ0280|---------------------------------------------------------------------|
 HJ0280| PID    Reference Object                     Distance      Geod. Az  |
 HJ0280|                                                           dddmmss.s |
 HJ0280| CM8828 IRENE 2 RM 1                                       02846     |
 HJ0280| HJ0279 IRENE 2                             156.419 METERS 03028     |
 HJ0280| CM8829 IRENE 2 RM 2                                       03950     |
 HJ0280| CM8825 IRENE RM 1                          157.804 METERS 04030     |
 HJ0280| CM8826 IRENE RM 2                          132.040 METERS 12920     |
 HJ0280| CM8824 IRENE AZ MK                                        1761844.7 |
 HJ0280| CM8827 IRENE 2 AZ MK                                      1775622.7 |
 HJ0280|---------------------------------------------------------------------|
 HJ0280
 HJ0280                          SUPERSEDED SURVEY CONTROL
 HJ0280
 HJ0280  NAD 83(1997)-  37 49 01.60666(N)    102 01 01.62138(W) AD(       ) 1
 HJ0280  NAD 83(1997)-  37 49 01.60814(N)    102 01 01.61951(W) AD(       ) 1
 HJ0280  NAD 83(1986)-  37 49 01.60798(N)    102 01 01.61499(W) AD(       ) 1
 HJ0280  NAD 27      -  37 49 01.56732(N)    102 00 59.96434(W) AD(       ) 1
 HJ0280  NGVD 29 (07/19/86) 1086.79   (m)         3565.6    (f) LEVELING    3  
 HJ0280
 HJ0280.Superseded values are not recommended for survey control.
 HJ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0280.See file dsdata.txt to determine how the superseded data were derived.
 HJ0280
 HJ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB6256889716(NAD 83)
 HJ0280_MARKER: DS = TRIANGULATION STATION DISK
 HJ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0280
 HJ0280  HISTORY     - Date     Condition        Report By
 HJ0280  HISTORY     - 1934     MONUMENTED       CGS
 HJ0280  HISTORY     - 1954     GOOD             CGS
 HJ0280
 HJ0280                          STATION DESCRIPTION
 HJ0280
 HJ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HJ0280'THE STATION IS LOCATED ABOUT 16 MILES S OF COOLIDGE, ON THE
 HJ0280'HIGHEST POINT OF A SMALL RISE IN A WHEAT FIELD IN SE 1/4 SEC.
 HJ0280'4, T 26 S, R 43 W.  THE LAND IS OWNED BY N.E. ASKEW OF DODGE
 HJ0280'CITY.
 HJ0280'
 HJ0280'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 HJ0280'AND IS 320 FEET W OF THE RIGHT-OF-WAY FENCE ON THE E SIDE OF A
 HJ0280'N AND S GRADED ROAD.
 HJ0280'
 HJ0280'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HJ0280'BRONZE DISKS SET IN CONCRETE.
 HJ0280'
 HJ0280'REFERENCE MARK NO. 1 PROJECTS 8 INCHES AND IS NE OF THE STATION.
 HJ0280'IT IS 29 FEET S OF AN E AND W FENCE AND 5 FEET E OF THE ABOVE
 HJ0280'MENTIONED RIGHT-OF-WAY FENCE.
 HJ0280'
 HJ0280'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS SE OF THE STATION.
 HJ0280'IT IS 5 FEET E OF THE ABOVE RIGHT-OF-WAY FENCE.
 HJ0280'
 HJ0280'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS S OF THE STATION.
 HJ0280'IT IS 24 FEET W OF THE CENTER LINE OF THE ABOVE MENTIONED N AND
 HJ0280'S ROAD.
 HJ0280'
 HJ0280'TO REACH THE STATION FROM COOLIDGE, A SMALL TOWN ON U.S. HIGHWAY
 HJ0280'50 AND THE ATKINSON TOPEKA AND SANTA FE RAILROAD, GO S ON
 HJ0280'GRADED ROAD FROM THE SHEEL SERVICE STATION ON U.S. HIGHWAY 50
 HJ0280'FOR 0.1 MILE TO THE RAILROAD TRACKS.  CROSS TRACKS AND GO S 0.1
 HJ0280'MILE W 0.1 MILE, AND S 0.8 MILE TO THE S END OF THE BRIDGE
 HJ0280'OVER THE ARKANSAS RIVER.  HERE TURN RIGHT AND GO W 0.4 MILE.
 HJ0280'THEN TURN LEFT, S AND GO 10.0 MILES TO A LARGE STONE BARN ON THE
 HJ0280'E SIDE OF THE ROAD.  CONTINUE S ON MAIN ROAD 3.3 MILES TO A
 HJ0280'T-INTERSECTION.  HERE TURN LEFT, E AND GO 0.1 MILE TO A
 HJ0280'T-INTERSECTION.  HERE TURN RIGHT, S AND GO 0.45 MILE TO A
 HJ0280'T-FENCE CORNER ON THE LEFT SIDE OF THE ROAD.  (REFERENCE MARK
 HJ0280'NO. 1 IS 29 FEET S OF THIS CORNER.) HERE LEAVE ROAD AND GO
 HJ0280'SW ACROSS FIELD 0.1 MILE TO HIGHEST GROUND AND STATION.
 HJ0280'
 HJ0280'A 35-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 HJ0280
 HJ0280                          STATION RECOVERY (1954)
 HJ0280
 HJ0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0280'STATION RECOVERED BUT THE REFERENCE MARKS AND THE AZIMUTH MARK
 HJ0280'HAVE BEEN DESTROYED BY THE WIDENING OF FARM ROAD MENTIONED IN
 HJ0280'THE ORIGINAL DESCRIPTION.  A COMPLETE DESCRIPTION FOLLOWS.
 HJ0280'
 HJ0280'STATION IS LOCATED ABOUT 16 MILES SOUTH OF COOLIDGE, AND 27
 HJ0280'MILES NORTHEAST OF TWO BUTTES ON THE HIGHEST PART OF A SMALL
 HJ0280'RISE IN A WHEAT FIELD.
 HJ0280'
 HJ0280'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE, IN
 HJ0280'COOLIDGE, GO WEST ON U.S. 50 FOR 100 YARDS TO DIRT ROAD ON
 HJ0280'THE LEFT.  TURN LEFT AND GO SOUTH, CROSSING RAILROAD TRACKS, 0.15
 HJ0280'MILE TO FORK.  TAKE RIGHT FORK WEST 0.1 MILE TO SIDE ROAD ON
 HJ0280'THE LEFT.  TURN LEFT AND GO SOUTH 0.7 MILE TO FORK, JUST
 HJ0280'AFTER CROSSING BRIDGE OVER ARKANSAS RIVER.  TURN RIGHT AND GO
 HJ0280'WEST AND THEN SOUTH 14.5 MILES TO FORKS.  TAKE LEFT FORK AND GO
 HJ0280'0.1 MILE EAST TO SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 HJ0280'SOUTH 0.7 MILE TO STATION ON WEST SIDE OF ROAD.
 HJ0280'
 HJ0280'STATION, STAMPED IRENE 1934 IS A STANDARD USC AND GS BRONZE
 HJ0280'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 HJ0280'IS ABOUT 10-INCHES BELOW THE SURFACE.  IT IS 310 FEET WEST OF
 HJ0280'THE CENTERLINE OF A GRADED ROAD.
 HJ0280'
 HJ0280'A NEW STATION IRENE 2 WAS ESTABLISHED.  FOR ADDITIONAL INFORMATION
 HJ0280'SEE THE DESCRIPTION FOR IRENE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0279 ***********************************************************************
 HJ0279  DESIGNATION -  IRENE 2
 HJ0279  PID         -  HJ0279
 HJ0279  STATE/COUNTY-  KS/HAMILTON
 HJ0279  USGS QUAD   -  DURKEE CREEK SE (1966)
 HJ0279
 HJ0279                         *CURRENT SURVEY CONTROL
 HJ0279  ___________________________________________________________________
 HJ0279* NAD 83(1997)-  37 49 05.97928(N)    102 00 58.37814(W)     ADJUSTED  
 HJ0279* NAVD 88     -      1086.05   (+/-2cm)    3563.1    (feet)  VERTCON   
 HJ0279  ___________________________________________________________________
 HJ0279  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 HJ0279  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 HJ0279
 HJ0279  HORZ ORDER  -  SECOND
 HJ0279  VERT ORDER  -  THIRD ? (See Below)
 HJ0279
 HJ0279.The horizontal coordinates were established by classical geodetic methods
 HJ0279.and adjusted by the National Geodetic Survey in October 1998..
 HJ0279
 HJ0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0279.The vertical order pertains to the NGVD 29 superseded value.
 HJ0279
 HJ0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0279
 HJ0279.The geoid height was determined by GEOID03.
 HJ0279
 HJ0279;                    North         East     Units Scale Factor Converg.
 HJ0279;SPC KS S     -   533,653.537    90,494.506   MT  0.99993741   -2 09 38.9
 HJ0279;SPC CO S     -   438,335.479 1,221,056.618   MT  0.99994544   +2 08 12.8
 HJ0279;SPC CO S     - 1,438,105.65  4,006,083.25   sFT  0.99994544   +2 08 12.8
 HJ0279;UTM  13      - 4,189,853.830   762,642.916   MT  1.00044972   +1 49 50.1
 HJ0279;UTM  14      - 4,189,945.589   234,501.626   MT  1.00046830   -1 51 01.8
 HJ0279
 HJ0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0279!SPC KS S     -   0.99983340  x   0.99993741  =   0.99977082
 HJ0279!SPC CO S     -   0.99983340  x   0.99994544  =   0.99977885
 HJ0279!UTM  13      -   0.99983340  x   1.00044972  =   1.00028305
 HJ0279!UTM  14      -   0.99983340  x   1.00046830  =   1.00030163
 HJ0279
 HJ0279|---------------------------------------------------------------------|
 HJ0279| PID    Reference Object                     Distance      Geod. Az  |
 HJ0279|                                                           dddmmss.s |
 HJ0279| CM8828 IRENE 2 RM 1                         18.260 METERS 01402     |
 HJ0279| CM8829 IRENE 2 RM 2                         26.275 METERS 11525     |
 HJ0279| CM8827 IRENE 2 AZ MK                                      1802705.7 |
 HJ0279| HJ0280 IRENE                               156.419 METERS 21028     |
 HJ0279|---------------------------------------------------------------------|
 HJ0279
 HJ0279                          SUPERSEDED SURVEY CONTROL
 HJ0279
 HJ0279  NAD 83(1997)-  37 49 05.97930(N)    102 00 58.37817(W) AD(       ) 2
 HJ0279  NAD 83(1997)-  37 49 05.98078(N)    102 00 58.37632(W) AD(       ) 2
 HJ0279  NAD 83(1986)-  37 49 05.98057(N)    102 00 58.37183(W) AD(       ) 2
 HJ0279  NAD 27      -  37 49 05.93986(N)    102 00 56.72128(W) AD(       ) 2
 HJ0279  NGVD 29 (07/19/86) 1085.60   (m)         3561.7    (f) LEVELING    3  
 HJ0279
 HJ0279.Superseded values are not recommended for survey control.
 HJ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0279.See file dsdata.txt to determine how the superseded data were derived.
 HJ0279
 HJ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB6264389854(NAD 83)
 HJ0279_MARKER: DS = TRIANGULATION STATION DISK
 HJ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0279
 HJ0279  HISTORY     - Date     Condition        Report By
 HJ0279  HISTORY     - 1953     MONUMENTED       CGS
 HJ0279
 HJ0279                          STATION DESCRIPTION
 HJ0279
 HJ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0279'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL RISE,
 HJ0279'ABOUT 16 MILES SOUTH OF COOLIDGE, 30 FEET WEST OF THE CENTERLINE
 HJ0279'OF A NORTH-SOUTH DIRT ROAD AND 10 FEET NORTH OF A EAST-WEST
 HJ0279'TRACK ROAD.
 HJ0279'
 HJ0279'TO REACH, FROM THE CROSSROAD AND U.S. HIGHWAY 50, IN COOLIDGE,
 HJ0279'GO SOUTH, ACROSS RAILROAD TRACKS 0.15 MILE TO FORKS.  TAKE
 HJ0279'RIGHT FORK, AND GO WEST 0.1 MILE TO SIDE ROAD LEFT.  TURN LEFT,
 HJ0279'AND GO SOUTH 0.7 MILE TO FORKS AT SOUTH END OF BRIDGE ACROSS
 HJ0279'ARKANSAS RIVER.  TURN RIGHT, AND GO WEST AND THEN SOUTH, ON
 HJ0279'MAIN TRAVELED ROAD 14.5 MILES TO FORKS.  TAKE LEFT FORK, AND GO
 HJ0279'EAST 0.1 MILE TO SIDE ROAD RIGHT.  TURN RIGHT, AND GO SOUTH
 HJ0279'0.7 MILE TO TOP OF RISE AND THE STATION.
 HJ0279'
 HJ0279'THE STATION MARK IS A STANDARD DISK, STAMPED IRENE 2 1953,
 HJ0279'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HJ0279'PROJECTS ABOUT 4 INCHES.
 HJ0279'
 HJ0279'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED IRENE
 HJ0279'2 NO 1 1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HJ0279'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 HJ0279'AS THE STATION.  IT IS LOCATED 31 FEET WEST OF THE CENTERLINE OF
 HJ0279'THE NORTH-SOUTH DIRT ROAD.
 HJ0279'
 HJ0279'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED IRENE 2 NO 2
 HJ0279'1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HJ0279'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS
 HJ0279'THE STATION.  IT IS LOCATED 26 FEET EAST OF THE CENTERLINE OF
 HJ0279'THE NORTH-SOUTH DIRT ROAD.
 HJ0279'
 HJ0279'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED IRENE 2 1954, SET
 HJ0279'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HJ0279'ABOUT 12 INCHES.  IT IS LOCATED ALONG THE WEST SIDE OF THE DIRT
 HJ0279'ROAD AND 34.5 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 HJ0279'DIRT ROAD.  TO REACH, FROM THE STATION, GO SOUTH, ON DIRT ROAD
 HJ0279'1.1 MILE TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0854 ***********************************************************************
 JG0854  DESIGNATION -  IRON
 JG0854  PID         -  JG0854
 JG0854  STATE/COUNTY-  KS/ELLIS
 JG0854  USGS QUAD   -  ANTONINO (1961)
 JG0854
 JG0854                         *CURRENT SURVEY CONTROL
 JG0854  ___________________________________________________________________
 JG0854* NAD 83(1997)-  38 48 27.44421(N)    099 25 47.18097(W)     ADJUSTED  
 JG0854* NAVD 88     -       675.     (meters)    2215.     (feet)  SCALED    
 JG0854  ___________________________________________________________________
 JG0854  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 JG0854  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0854
 JG0854  HORZ ORDER  -  THIRD
 JG0854
 JG0854.The horizontal coordinates were established by classical geodetic methods
 JG0854.and adjusted by the National Geodetic Survey in October 1998..
 JG0854
 JG0854.The orthometric height was scaled from a topographic map.
 JG0854
 JG0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0854
 JG0854.The geoid height was determined by GEOID03.
 JG0854
 JG0854;                    North         East     Units Scale Factor Converg.
 JG0854;SPC KS N     -    53,631.604   275,816.089   MT  0.99998657   -0 54 16.7
 JG0854;SPC KS S     -   638,030.471   319,236.277   MT  1.00005656   -0 34 16.9
 JG0854;UTM  14      - 4,295,516.406   462,684.607   MT  0.99961715   -0 16 09.6
 JG0854
 JG0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0854!SPC KS N     -   0.99989816  x   0.99998657  =   0.99988473
 JG0854!SPC KS S     -   0.99989816  x   1.00005656  =   0.99995471
 JG0854!UTM  14      -   0.99989816  x   0.99961715  =   0.99951534
 JG0854
 JG0854:                Primary Azimuth Mark                     Grid Az
 JG0854:SPC KS N     -  IRON AZ MK                               001 37 44.7
 JG0854:SPC KS S     -  IRON AZ MK                               001 17 44.9
 JG0854:UTM  14      -  IRON AZ MK                               000 59 37.6
 JG0854
 JG0854|---------------------------------------------------------------------|
 JG0854| PID    Reference Object                     Distance      Geod. Az  |
 JG0854|                                                           dddmmss.s |
 JG0854| CK9961 IRON AZ MK                                         0004328.0 |
 JG0854| CK9962 IRON RM 1                            11.123 METERS 16917     |
 JG0854| CK9963 IRON RM 2                            10.659 METERS 27558     |
 JG0854|---------------------------------------------------------------------|
 JG0854
 JG0854                          SUPERSEDED SURVEY CONTROL
 JG0854
 JG0854  NAD 83(1986)-  38 48 27.45246(N)    099 25 47.17921(W) AD(       ) 3
 JG0854  NAD 27      -  38 48 27.40600(N)    099 25 45.79800(W) AD(       ) 3
 JG0854
 JG0854.Superseded values are not recommended for survey control.
 JG0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0854.See file dsdata.txt to determine how the superseded data were derived.
 JG0854
 JG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6268595516(NAD 83)
 JG0854_MARKER: DS = TRIANGULATION STATION DISK
 JG0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0854
 JG0854  HISTORY     - Date     Condition        Report By
 JG0854  HISTORY     - 1953     MONUMENTED       CGS
 JG0854
 JG0854                          STATION DESCRIPTION
 JG0854
 JG0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0854'THE STATION IS SECTION 28, T 14 S, R 19 W, ABOUT 7 MILES
 JG0854'SOUTHWEST OF HAYS, 2.5 MILES NORTHWEST OF THE SMALL SETTLEMENT OF
 JG0854'ANTONINO, 38 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 8 FEET
 JG0854'WEST OF A WIRE FENCE AND 7 FEET WEST OF A WHITE 4 IN X 4 IN
 JG0854'WITNESS POST.
 JG0854'
 JG0854'TO REACH THE STATION FROM THE JUNCTION OF U.S. 183 AND U.S. HIGHWAY
 JG0854'40 IN HAYS, GO SOUTH ON U.S. HIGHWAY 183 FOR 0.6 MILE TO A
 JG0854'SIDE ROAD ON THE RIGHT (JUST AFTER CROSSING BIG CREEK BRIDGE)
 JG0854'TURN RIGHT (WEST) AND FOLLOW THE MAIN GRAVELED ROAD FOR 5.1
 JG0854'MILES TO A CROSSROAD, TURN LEFT (SOUTH) AND FOLLOW THE MAIN
 JG0854'GRAVELED ROAD FOR 3 MILES TO A TRACK ROAD ON THE RIGHT AND THE
 JG0854'AZIMUTH MARK AS DESCRIBED BELOW, CONTINUE SOUTHERLY ON THE
 JG0854'GRAVELED ROAD FOR 0.3 MILE TO THE CREST OF A RIDGE AND THE
 JG0854'STATION ON THE RIGHT.
 JG0854'
 JG0854'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED IRON
 JG0854'1953.
 JG0854'
 JG0854'REFERENCE MARK 1 IS 31 FEET WEST OF THE CENTER OF THE GRAVELED
 JG0854'ROAD AND 1 FOOT WEST OF THE WIRE FENCE.  THE MARK PROJECTS
 JG0854'2 INCHES AND THE DISK IS STAMPED IRON NO 1 1953.
 JG0854'
 JG0854'REFERENCE MARK 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED IRON
 JG0854'NO 2 1953.
 JG0854'
 JG0854'THE AZIMUTH MARK IS 38 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 JG0854'15 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 6 FEET WEST OF A
 JG0854'FENCE CORNER, 2 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST
 JG0854'AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND
 JG0854'THE DISK IS STAMPED IRON 1953.
 JG0854'
 JG0854'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0454 ***********************************************************************
 JF0454  DESIGNATION -  IRON BOLT 1
 JF0454  PID         -  JF0454
 JF0454  STATE/COUNTY-  KS/DICKINSON
 JF0454  USGS QUAD   -  CHAPMAN (1979)
 JF0454
 JF0454                         *CURRENT SURVEY CONTROL
 JF0454  ___________________________________________________________________
 JF0454* NAD 83(1986)-  38 56 49.     (N)    097 05 17.     (W)     SCALED    
 JF0454* NAVD 88     -       341.604  (meters)    1120.75   (feet)  ADJUSTED  
 JF0454  ___________________________________________________________________
 JF0454  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 JF0454  DYNAMIC HT  -         341.364 (meters)    1119.96  (feet)  COMP
 JF0454  MODELED GRAV-     979,916.0   (mgal)                       NAVD 88
 JF0454
 JF0454  VERT ORDER  -  FIRST     CLASS II
 JF0454
 JF0454.The horizontal coordinates were scaled from a topographic map and have
 JF0454.an estimated accuracy of +/- 6 seconds.
 JF0454
 JF0454.The orthometric height was determined by differential leveling
 JF0454.and adjusted by the National Geodetic Survey in June 1991..
 JF0454
 JF0454.The geoid height was determined by GEOID03.
 JF0454
 JF0454.The dynamic height is computed by dividing the NAVD 88
 JF0454.geopotential number by the normal gravity value computed on the
 JF0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0454.degrees latitude (g = 980.6199 gals.).
 JF0454
 JF0454.The modeled gravity was interpolated from observed gravity values.
 JF0454
 JF0454;                    North         East    Units  Estimated Accuracy
 JF0454;SPC KS N     -    68,520.      479,050.      MT  (+/- 180 meters Scaled)
 JF0454
 JF0454                          SUPERSEDED SURVEY CONTROL
 JF0454
 JF0454  NGVD 29 (??/??/92)  341.496  (m)         1120.39   (f) ADJ UNCH    1 2
 JF0454
 JF0454.Superseded values are not recommended for survey control.
 JF0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0454.See file dsdata.txt to determine how the superseded data were derived.
 JF0454
 JF0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ656126(NAD 83)
 JF0454_MARKER: B = BOLT
 JF0454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0454_SP_SET: ABUTMENT
 JF0454_MARK LOGO: NONE  
 JF0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0454+STABILITY: SURFACE MOTION
 JF0454
 JF0454  HISTORY     - Date     Condition        Report By
 JF0454  HISTORY     - UNK      MONUMENTED       UPRR
 JF0454  HISTORY     - 1947     GOOD             NGS
 JF0454  HISTORY     - 1961     GOOD             NGS
 JF0454  HISTORY     - 1986     GOOD             NGS
 JF0454
 JF0454                          STATION DESCRIPTION
 JF0454
 JF0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF0454'2.1 MI NE FROM DETROIT.
 JF0454'2.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0454'STATION AT DETROIT, AT THE NORTHEAST END OF STEEL PLATE BRIDGE
 JF0454'NO. 156.43, 12.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 JF0454'TRACK, 4.0 FEET BELOW THE BASE OF THE RAILS, THE HEAD OF A
 JF0454'1/4-INCH IRON BOLT SET IN THE TOP OF AND 0.5 FOOT EAST OF THE
 JF0454'WEST CORNER OF THE NORTHWEST END OF THE NORTHEAST STONE AND
 JF0454'CONCRETE ABUTMENT OF THE BRIDGE AND SURROUNDED BY THE LETTERS
 JF0454'U P B M.
 JF0454
 JF0454                          STATION RECOVERY (1961)
 JF0454
 JF0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0454'RECOVERED IN GOOD CONDITION.
 JF0454
 JF0454                          STATION RECOVERY (1986)
 JF0454
 JF0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0454'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.7 KM (7.25
 JF0454'MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0454'ABILENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1591 ***********************************************************************
 JF1591  DESIGNATION -  IRON MOUND RESET
 JF1591  PID         -  JF1591
 JF1591  STATE/COUNTY-  KS/SALINE
 JF1591  USGS QUAD   -  SALINA (1978)
 JF1591
 JF1591                         *CURRENT SURVEY CONTROL
 JF1591  ___________________________________________________________________
 JF1591* NAD 83(1997)-  38 48 30.00030(N)    097 30 42.61982(W)     ADJUSTED  
 JF1591* NAVD 88     -       456.7    (meters)    1498.     (feet)  VERTCON   
 JF1591  ___________________________________________________________________
 JF1591  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 JF1591  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 JF1591
 JF1591  HORZ ORDER  -  FIRST
 JF1591
 JF1591.The horizontal coordinates were established by classical geodetic methods
 JF1591.and adjusted by the National Geodetic Survey in October 1998..
 JF1591
 JF1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1591
 JF1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1591
 JF1591.The geoid height was determined by GEOID03.
 JF1591
 JF1591;                    North         East     Units Scale Factor Converg.
 JF1591;SPC KS N     -    52,844.325   442,400.718   MT  0.99998647   +0 18 31.9
 JF1591;UTM  14      - 4,296,559.274   629,212.571   MT  0.99980559   +0 55 58.0
 JF1591
 JF1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1591!SPC KS N     -   0.99993274  x   0.99998647  =   0.99991921
 JF1591!UTM  14      -   0.99993274  x   0.99980559  =   0.99973835
 JF1591
 JF1591|---------------------------------------------------------------------|
 JF1591| PID    Reference Object                     Distance      Geod. Az  |
 JF1591|                                                           dddmmss.s |
 JF1591| CL4581 IRON MOUND RM 1                      18.619 METERS 04546     |
 JF1591| CL4580 IRON MOUND AZ MK                                   1464722.6 |
 JF1591| CL4582 IRON MOUND RM 2                      19.246 METERS 33757     |
 JF1591|---------------------------------------------------------------------|
 JF1591
 JF1591                          SUPERSEDED SURVEY CONTROL
 JF1591
 JF1591  NAD 83(1986)-  38 48 30.01059(N)    097 30 42.62064(W) AD(       ) 1
 JF1591  NAD 27      -  38 48 30.00300(N)    097 30 41.50300(W) AD(       ) 1
 JF1591  NGVD 29 (07/19/86)  456.6    (m)         1498.     (f) VERT ANG       
 JF1591
 JF1591.Superseded values are not recommended for survey control.
 JF1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1591.See file dsdata.txt to determine how the superseded data were derived.
 JF1591
 JF1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2921396559(NAD 83)
 JF1591_MARKER: DS = TRIANGULATION STATION DISK
 JF1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1591
 JF1591  HISTORY     - Date     Condition        Report By
 JF1591  HISTORY     - 1886     MONUMENTED       CGS
 JF1591  HISTORY     - 1934     GOOD             CGS
 JF1591  HISTORY     - 1937     GOOD             CGS
 JF1591  HISTORY     - 1955     POOR             USGS
 JF1591  HISTORY     - 1960     MARK NOT FOUND   CGS
 JF1591  HISTORY     - 1963     GOOD             CGS
 JF1591  HISTORY     - 1970     GOOD             NGS
 JF1591  HISTORY     - 1983     GOOD             KSDT
 JF1591
 JF1591                          STATION DESCRIPTION
 JF1591
 JF1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (FDG)
 JF1591'ABOUT 7 MILES SOUTHEAST OF SALINA, ON A PROMINENT AND WELL-KNOWN
 JF1591'BUTTE, IN THE NW 1/4 SEC. 26, T. 14 S., R. 2 W.  BOTH UNDERGROUND
 JF1591'AND STATION MARKS ARE STANDARD BRONZE STATION TABLETS, SET IN
 JF1591'CONCRETE BLOCKS, THE FORMER 32 INCHES BELOW THE SURFACE, THE
 JF1591'LATTER PROJECTING 4 INCHES ABOVE THE SURFACE.
 JF1591
 JF1591                          STATION RECOVERY (1934)
 JF1591
 JF1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JF1591'CORRECT.  THE STATION IS ABOUT 7 MILES SOUTHEAST OF SALINA,
 JF1591'ON A PROMINENT AND WELL-KNOWN BUTTE IN THE NORTHWEST QUARTER OF
 JF1591'SEC. 26, T. 14 S., R. 2 W., ON THE PROPERTY OF THE DUNMYER
 JF1591'ESTATE, ABOUT 36 YARDS NORTHWEST FROM THE SOUTHEAST END OR
 JF1591'BREAK OF THE MOUND, AND ABOUT 22 YARDS SOUTHWEST FROM THE
 JF1591'NORTHEAST EDGE OR BREAK OF THE SLOPE.
 JF1591'
 JF1591'BOTH UNDERGROUND AND STATION MARKS ARE STANDARD BRONZE STATION
 JF1591'TABLETS, SET IN CONCRETE BLOCKS, THE FORMER 32 INCHES BELOW THE
 JF1591'SURFACE, AND THE LATTER PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 JF1591
 JF1591                          STATION RECOVERY (1937)
 JF1591
 JF1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JF1591'ABOUT 7.0 MILES BY ROAD SOUTHEAST OF SALINA, AND ON A PROMINENT
 JF1591'WELL-KNOWN BUTTE IN THE NORTHWEST QUARTER OF SEC. 26, T. 14 S.,
 JF1591'R. 2 W.
 JF1591'
 JF1591'THE UNDERGROUND MARK IS A STANDARD TABLET SET IN A CONCRETE
 JF1591'BLOCK 32 INCHES BELOW THE SURFACE.  THE SURFACE MARK IS A
 JF1591'STANDARD TABLET SET IN A BLOCK OF CONCRETE 12 INCHES SQUARE,
 JF1591'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 JF1591'
 JF1591'TO REACH FROM SALINA, FOLLOW GRAVEL ROAD SOUTH AND EAST FOR
 JF1591'ABOUT 6.0 MILES TO A T-ROAD EAST, THENCE EAST FOR ABOUT 1/2 MILE
 JF1591'TO THE BASE OF THE BUTTE.  A TRUCK CAN BE DRIVEN WITHIN 150 YARDS
 JF1591'OF THE TOP OF THE BUTTE ON NORTH SIDE, AND TO THE TOP OF THE BUTTE
 JF1591'IF APPROACHED FROM THE SOUTH SIDE.
 JF1591
 JF1591                          STATION RECOVERY (1955)
 JF1591
 JF1591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JF1591'STATION SURFACE MARK IS BROKEN OFF ABOUT FLUSH WITH THE GROUND.
 JF1591
 JF1591                          STATION RECOVERY (1960)
 JF1591
 JF1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 JF1591'THE SURFACE MARK WAS FOUND TO HAVE BEEN DESTROYED.  THE
 JF1591'UNDERGROUND-STATION MARK WAS RECOVERED, FOUND TO BE AS DESCRIBED,
 JF1591'AND A NEW SURFACE MARK WAS ESTABLISHED ABOVE IT.  REFERENCE MARKS
 JF1591'1 AND 2 WERE ESTABLISHED THIS YEAR.
 JF1591'
 JF1591'THE STATION IS 7 MILES SOUTHEAST OF SALINA, ON THE SUMMIT OF A
 JF1591'PROMINENT BUTTE, IN THE NORTHWEST QUARTER OF SEC. 26, T. 14 S.,
 JF1591'R. 2 W., THE PROPERTY OWNED BY MRS. GERTRUDE KIRTLAND, 1222 28TH.
 JF1591'ST. NW, WASHINGTON 25, D.C.
 JF1591'
 JF1591'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISK.
 JF1591'THE UNDERGROUND MARK STAMPED IRON MOUND 1886 AND THE
 JF1591'SURFACE MARK STAMPED IRON MOUND 1886 1960.  THE SURFACE MARK
 JF1591'IS SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12 INCHES IN
 JF1591'DIAMETER, PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 JF1591'134 FEET SOUTH-SOUTHEAST OF A LONE POWER POLE STANDING ON THE
 JF1591'NORTH RIM OF THE MESA AND 61 FEET SOUTHWEST OF THE NORTHEAST
 JF1591'RIM WHERE A PROMINENT FOOT TRAIL REACHES THE SUMMIT.
 JF1591'
 JF1591'REFERENCE MARK 1, A STANDARD DISK STAMPED IRON MOUND NO 1 1886, IS
 JF1591'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 JF1591'GROUND SURFACE.  IT IS AT THE WEST EDGE OF THE END OF THE
 JF1591'PROMINENT FOOT TRAIL, AT THE NORTHEAST RIM OF THE BUTTE.
 JF1591'
 JF1591'REFERENCE MARK 2, A STANDARD DISK STAMPED IRON MOUND NO 2 1886,
 JF1591'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 2 INCHES
 JF1591'ABOVE THE GROUND SURFACE.  IT IS ON THE SUMMIT OF THE MESA, 73
 JF1591'FEET SOUTH-SOUTHEAST OF THE LONE POWER POLE.
 JF1591'
 JF1591'TO REACH THE STATION FROM THE INTERSECTION OF S. SANTA FE AVENUE AND
 JF1591'CRAWFORD ST. IN SALINA, DRIVE EAST ON CRAWFORD ST. FOR 2.25
 JF1591'MILES TO THE SALINA MUNICIPAL AIRPORT ENTRANCE ON THE RIGHT.
 JF1591'CONTINUE EAST FOR 2.5 MILES TO A RAILROAD CROSSING.  CROSS THE
 JF1591'TRACKS, EAST, FOR 200 YARDS TO A SIDE ROAD ON THE RIGHT.  TURN
 JF1591'RIGHT, SOUTH, CROSS THE RAILROAD AGAIN AND DRIVE SOUTH FOR 1.0
 JF1591'MILE TO A CROSS ROAD.  TURN LEFT AND DRIVE EAST FOR 0.75 MILE
 JF1591'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND DRIVE SOUTH FOR
 JF1591'0.35 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT THROUGH THE
 JF1591'GATE AND DRIVE WEST AND NORTH ALONG A TRACK ROAD FOR 0.6 MILE TO
 JF1591'THE SUMMIT OF THE BUTTE AND THE STATION.
 JF1591'
 JF1591'OBSERVATIONS WERE MADE FROM THE TOP OF A 4-1/2 FOOT STAND.
 JF1591
 JF1591                          STATION RECOVERY (1963)
 JF1591
 JF1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBA)
 JF1591'RECOVERED AS DESCRIBED.
 JF1591
 JF1591                          STATION RECOVERY (1970)
 JF1591
 JF1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1591'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JF1591'FOUND IN GOOD CONDITION.  A DIFFERENCE OF APPROXIMATELY 47
 JF1591'DEGREES WAS NOTED IN THE 1960 OBSERVED DIRECTION TO BOTH REFERENCE
 JF1591'MARKS.  THIS ERROR WAS APPARENTLY MADE IN TRANSFERRING TO A
 JF1591'DIFFERENT INITIAL.  A SHORTER MEASUREMENT WAS OBTAINED TO BOTH
 JF1591'REFERENCE MARKS.  THE CURRENT MEASUREMENTS AND OBSERVATIONS
 JF1591'WERE CONFIRMED.  AN AZIMUTH MARK WAS ESTABLISHED FOR THIS
 JF1591'STATION AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 JF1591'
 JF1591'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF SALINA, ON THE
 JF1591'SUMMIT OF A PROMINENT BUTTE, IN THE NORTHWEST 1/4 OF SECTION 26,
 JF1591'T14S, R2W, ON LAND OWNED BY MRS. GERTRUDE KIRTLAND, 1222
 JF1591'28TH STREET NW, WASHINGTON 25, D.C. AND LEASED BY MR. PAUL
 JF1591'HEDERSTEDT, WHOSE FARM RESIDENCE IS ABOUT 5 MILES SOUTHEAST OF
 JF1591'THE STATION.
 JF1591'
 JF1591'TO REACH THE STATION FROM THE JUNCTION OF SANTA FE AVENUE AND
 JF1591'CRAWFORD STREET IN SALINA, GO EAST ON CRAWFORD STREET FOR 3.8 MILES
 JF1591'TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON A SURFACE ROAD
 JF1591'FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND GO EAST ON A GRADED
 JF1591'ROAD FOR 1.8 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH
 JF1591'TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.4 MILE TO
 JF1591'A GATE ON THE RIGHT, (TO REACH THE AZIMUTH MARK FROM THIS
 JF1591'POINT, CONTINUE SOUTH FOR 0.35 MILE TO A TALL STANDPIPE ON THE
 JF1591'RIGHT AND THE AZIMUTH MARK SET IN A DRILL HOLE IN THE CONCRETE
 JF1591'BASE) TURN RIGHT, PASSING THROUGH THE GATE AND GO WESTERLY ON
 JF1591'A TRACK ROAD FOR 0.65 MILE TO THE TOP OF THE BUTTE AND THE
 JF1591'STATION AS DESCRIBED.
 JF1591'
 JF1591'THE STATION MARK IS A STANDARD DISK STAMPED IRON MOUND 1886 1960,
 JF1591'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF1591'PROJECTING 4 INCHES.  IT IS 134 FEET SOUTH-SOUTHEAST OF A LONE
 JF1591'POWER POLE.
 JF1591'
 JF1591'REFERENCE MARK 1 IS A STANDARD DISK STAMPED IRON MOUND NO 1 1886,
 JF1591'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 JF1591'SURFACE OF THE GROUND.
 JF1591'
 JF1591'REFERENCE MARK 2 IS A STANDARD DISK STAMPED IRON MOUND NO 2 1886,
 JF1591'CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 2 INCHES.  IT
 JF1591'IS 73 FEET SOUTH-SOUTHEAST OF THE LONE POWER POLE.
 JF1591'
 JF1591'THE AZIMUTH MARK IS A STANDARD DISK STAMPED IRON MOUND 1886 1970,
 JF1591'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A STANDPIPE.  IT
 JF1591'IS 1.5 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE ROUND, METAL
 JF1591'STANDPIPE.
 JF1591'
 JF1591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES SOUTHEAST
 JF1591'OF SALINA.
 JF1591'
 JF1591'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 JF1591
 JF1591                          STATION RECOVERY (1983)
 JF1591
 JF1591'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983 (JHB)
 JF1591'STATION MARK IRON MOUND RECOVERED IN GOOD CONDITION.
 JF1591'
 JF1591'RM NO. 1 AND NO. 2 RECOVERED IN GOOD CONDITION, DISTS NOT CHECKED.
 JF1591'
 JF1591'AZM IRON MOUND 1886 1970 RECOVERED IN GOOD CONDITION.
 JF1591'
 JF1591'DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MI. SE SALINA, KS.  NW
 JF1591'1/4 26-14-2W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1150 ***********************************************************************
 KF1150  DESIGNATION -  IRVING
 KF1150  PID         -  KF1150
 KF1150  STATE/COUNTY-  KS/MARSHALL
 KF1150  USGS QUAD   -  BLUE RAPIDS SE (1968)
 KF1150
 KF1150                         *CURRENT SURVEY CONTROL
 KF1150  ___________________________________________________________________
 KF1150* NAD 83(1997)-  39 35 42.85433(N)    096 36 10.41487(W)     ADJUSTED  
 KF1150* NAVD 88     -       412.     (meters)    1352.     (feet)  SCALED    
 KF1150  ___________________________________________________________________
 KF1150  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 KF1150  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 KF1150
 KF1150  HORZ ORDER  -  THIRD
 KF1150
 KF1150.The horizontal coordinates were established by classical geodetic methods
 KF1150.and adjusted by the National Geodetic Survey in October 1998..
 KF1150
 KF1150.The orthometric height was scaled from a topographic map.
 KF1150
 KF1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1150
 KF1150.The geoid height was determined by GEOID03.
 KF1150
 KF1150;                    North         East     Units Scale Factor Converg.
 KF1150;SPC KS N     -   141,014.228   519,998.007   MT  0.99997489   +0 53 02.3
 KF1150;UTM  14      - 4,385,579.263   705,830.725   MT  1.00012163   +1 31 42.1
 KF1150
 KF1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1150!SPC KS N     -   0.99993990  x   0.99997489  =   0.99991479
 KF1150!UTM  14      -   0.99993990  x   1.00012163  =   1.00006152
 KF1150
 KF1150|---------------------------------------------------------------------|
 KF1150| PID    Reference Object                     Distance      Geod. Az  |
 KF1150|                                                           dddmmss.s |
 KF1150| CL7165 IRVING RM 1                          14.182 METERS 26849     |
 KF1150| KF1154 CZECH PRESBYTERIAN CH SPIRE         APPROX. 6.3 KM 2702958.7 |
 KF1150| CL7163 IRVING AZ MK                                       2714258.2 |
 KF1150| CL7164 IRVING AZ MK RESET                                 2714243.6 |
 KF1150| KF1159 BLUE RAPIDS MUN RESERVOIR           APPROX. 9.4 KM 3291341.0 |
 KF1150| CL7167 IRVING RM 2 OLD                                    34737     |
 KF1150| CL7166 IRVING RM 2                          17.675 METERS 34757     |
 KF1150|---------------------------------------------------------------------|
 KF1150
 KF1150                          SUPERSEDED SURVEY CONTROL
 KF1150
 KF1150  NAD 83(1997)-  39 35 42.85799(N)    096 36 10.41423(W) AD(       ) 3
 KF1150  NAD 83(1986)-  39 35 42.86056(N)    096 36 10.41180(W) AD(       ) 3
 KF1150  NAD 27      -  39 35 42.87600(N)    096 36 09.36700(W) AD(       ) 3
 KF1150
 KF1150.Superseded values are not recommended for survey control.
 KF1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1150.See file dsdata.txt to determine how the superseded data were derived.
 KF1150
 KF1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0583185579(NAD 83)
 KF1150_MARKER: DS = TRIANGULATION STATION DISK
 KF1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1150
 KF1150  HISTORY     - Date     Condition        Report By
 KF1150  HISTORY     - 1947     MONUMENTED       CGS
 KF1150  HISTORY     - 1965     GOOD             CGS
 KF1150  HISTORY     - 1966     GOOD             CGS
 KF1150
 KF1150                          STATION DESCRIPTION
 KF1150
 KF1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1150'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF IRVING ON
 KF1150'THE RIGHT-OF-WAY OF A COUNTY ROAD.  IT IS AT THE NORTH EDGE
 KF1150'OF A PASTURE AT THE TOP OF A HILL.  IT IS 29 FEET SOUTH OF
 KF1150'THE CENTER OF A GRAVELED ROAD, 27 FEET EAST OF A TELEPHONE
 KF1150'POLE WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 2 FEET NORTH
 KF1150'OF AN EAST-WEST FENCE LINE AND 6 FEET WEST OF A 4-INCH SQUARE
 KF1150'WHITE WOODEN WITNESS POST PROJECTING 2 FEET.  IT IS STAMPED
 KF1150'IRVING 1947 AND PROJECTS 6 INCHES.
 KF1150'
 KF1150'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF A PASTURE,
 KF1150'29 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 19.5 FEET WEST OF
 KF1150'A TELEPHONE POLE WITH A TRIANGLE BLAZE ON THE NORTH SIDE
 KF1150'OF THE POLE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 KF1150'IT IS STAMPED IRVING NO 1 1947 AND PROJECTS 6 INCHES.
 KF1150'
 KF1150'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER OF A
 KF1150'GRAVELED ROAD, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 KF1150'IT IS STAMPED IRVING NO 2 1947 AND PROJECTS 6 INCHES.
 KF1150'
 KF1150'THE AZIMUTH MARK IS AT THE SOUTH EDGE OF A CULTIVATED FIELD,
 KF1150'29 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 2.5 FEET
 KF1150'EAST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 KF1150'2 FEET.  IT IS STAMPED IRVING 1947 AND PROJECTS 6 INCHES.
 KF1150'
 KF1150'TO REACH THE STATION FROM THE POST OFFICE IN IRVING, GO WEST
 KF1150'ON STATE HIGHWAY 113 FOR 0.2 MILE TO A CROSSROAD WITH A STONE
 KF1150'CHURCH ON THE RIGHT.  TURN LEFT, SOUTH, AND GO 1.55 MILES
 KF1150'TO A FORK, TAKE LEFT FORK AND GO 1.5 MILES TO WHERE THE MAIN ROAD
 KF1150'TURNS WEST.  TURN WEST ON MAIN ROAD AND GO 0.15 MILE TO THE
 KF1150'STATION ON THE LEFT AS DESCRIBED.
 KF1150'
 KF1150'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST
 KF1150'ON GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT AS
 KF1150'DESCRIBED.
 KF1150'
 KF1150'A 4 FOOT SIGNAL AT BLUE IS V.G.
 KF1150'
 KF1150'A 74 FOOT SIGNAL AT JOHNSTON IS V.G.
 KF1150'
 KF1150'A 74 FOOT SIGNAL AT BIGELOW IS V.G.
 KF1150'
 KF1150'A 4 FOOT SIGNAL AT CLEBURNE IS V.G.
 KF1150'
 KF1150'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF1150
 KF1150                          STATION RECOVERY (1965)
 KF1150
 KF1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1150'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 KF1150'CONDITION.  IT IS 0.1 MILE WEST OF A T-ROAD JUNCTION, 30 FEET
 KF1150'SOUTH OF CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A FENCE LINE
 KF1150'AND 1.5 FEET EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 KF1150'4-INCHES ABOVE THE GROUND.
 KF1150'
 KF1150'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED AND FOUND TO BE IN
 KF1150'GOOD CONDITION.
 KF1150'
 KF1150'REFERENCE MARK NO. 2 WAS RECOVERED AND HAS BEEN HIT BY
 KF1150'MACHINERY AND IS LEANING SOME.
 KF1150'
 KF1150'THE AZIMUTH WAS RECOVERED AND FOUND TO BE IN POOR CONDITION,
 KF1150'SHOWS EVIDENCE OF BEING HIT AND RESET, THE DISK ARROW POINTS
 KF1150'TO THE NORTHEAST, THE AREA IS NOW FARMED AROUND THE MARK.
 KF1150'
 KF1150'TO REACH FROM THE RAILROAD STATION IN BLUE RAPIDS, GO SOUTHERLY
 KF1150'ON A GRAVELED ROAD 5.7 MILES TO A CROSSROAD AND CHURCH ON THE
 KF1150'RIGHT, TURN LEFT, GO EAST ON A GRAVELED ROAD 3.9 MILES TO THE
 KF1150'STATION ON THE RIGHT SOUTH SIDE OF THE ROAD.
 KF1150
 KF1150                          STATION RECOVERY (1966)
 KF1150
 KF1150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1150'STATION RECOVERED AND STATION AND R.M. NO. 1 FOUND IN GOOD
 KF1150'CONDITION.  R.M. NO. 2 APPEARED TO BE SLIGHTLY TILTED AND
 KF1150'THE ARROW POINTED SLIGHTLY TO THE LEFT OF THE STATION.  THE
 KF1150'DISTANCE TO THIS MARK ALSO FAILED TO CHECK BY 0.15 FOOT.
 KF1150'THE AZIMUTH MARK RECOVERED IN GOOD CONDITION BUT IT HAD BEEN
 KF1150'DISTURBED AS THE ARROW POINTED ABOUT 45 DEGREES TO THE LEFT
 KF1150'OF THE STATION.  OBSERVATIONS WERE MADE TO THE AZIMUTH MARK
 KF1150'FROM THE CZECH PRESBYTERIAN CHURCH SPIRE AND THE MARK WAS
 KF1150'RESTAMPED.  THE CHURCH SPIRE IS AN INTERSECTION STATION BUT
 KF1150'THERE WAS NO RECORD OF IT BEING OBSERVED FROM STATION
 KF1150'IRVING.
 KF1150'
 KF1150'TO REACH FROM BLUE RAPIDS, FROM THE SOUTH SIDE OF THE PARK IN
 KF1150'THE CENTER OF TOWN, GO SOUTH ON MAIN SURFACED ROAD FOR 6.05 MILES
 KF1150'TO CROSSROADS AT THE CZECH PRESBYTERIAN CHURCH IN THE NORTHWEST
 KF1150'ANGLE, TURN LEFT AND GO EAST FOR 3.45 MILES TO THE AZIMUTH MARK
 KF1150'ON THE LEFT, CONTINUE EAST FOR 0.4 MILE TO THE STATION ON
 KF1150'THE RIGHT AS DESCRIBED.
 KF1150'
 KF1150'THE STATION IS ABOUT 29 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 KF1150'2 FEET NORTH OF A FENCE AND 1.5 FEET EAST OF A METAL WITNESS
 KF1150'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KF1150'IRVING 1947.
 KF1150'
 KF1150'R.M. NO. 1 IS WEST OF THE STATION, 29 FEET SOUTH OF THE
 KF1150'CENTERLINE OF THE ROAD AND IS 1 FOOT NORTH OF THE EAST-WEST
 KF1150'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED IRVING
 KF1150'NO 1 1947.
 KF1150'
 KF1150'R.M. NO. 2 IS 29 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 KF1150'1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 KF1150'DISK IS STAMPED IRVING NO 2 1947.
 KF1150'
 KF1150'THE AZIMUTH MARK IS NEAR THE TOP OF A LOW HILL, ABOUT 29
 KF1150'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT EAST OF A
 KF1150'METAL WITNESS POST.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK
 KF1150'IS STAMPED IRVING 1947 RESET 1966.
 KF1150'
 KF1150'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KF1150'NO. 2 IS 67.17 FEET, 20.475 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0987 ***********************************************************************
 HH0987  DESIGNATION -  ISSAC
 HH0987  PID         -  HH0987
 HH0987  STATE/COUNTY-  KS/GRAY
 HH0987  USGS QUAD   -  CHARLESTON (1968)
 HH0987
 HH0987                         *CURRENT SURVEY CONTROL
 HH0987  ___________________________________________________________________
 HH0987* NAD 83(1997)-  37 45 57.46333(N)    100 35 59.97946(W)     ADJUSTED  
 HH0987* NAVD 88     -       866.27   (+/-2cm)    2842.1    (feet)  VERTCON   
 HH0987  ___________________________________________________________________
 HH0987  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 HH0987  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 HH0987
 HH0987  HORZ ORDER  -  SECOND
 HH0987  VERT ORDER  -  THIRD ? (See Below)
 HH0987
 HH0987.The horizontal coordinates were established by classical geodetic methods
 HH0987.and adjusted by the National Geodetic Survey in October 1998..
 HH0987
 HH0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0987.The vertical order pertains to the NGVD 29 superseded value.
 HH0987
 HH0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0987
 HH0987.The geoid height was determined by GEOID03.
 HH0987
 HH0987;                    North         East     Units Scale Factor Converg.
 HH0987;SPC KS S     -   524,088.360   214,994.551   MT  0.99993941   -1 17 25.8
 HH0987;UTM  14      - 4,181,053.797   359,074.894   MT  0.99984462   -0 58 48.2
 HH0987
 HH0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0987!SPC KS S     -   0.99986814  x   0.99993941  =   0.99980756
 HH0987!UTM  14      -   0.99986814  x   0.99984462  =   0.99971278
 HH0987
 HH0987:                Primary Azimuth Mark                     Grid Az
 HH0987:SPC KS S     -  CHARLESTON COOP GRAIN ELEV               017 51 39.4
 HH0987:UTM  14      -  CHARLESTON COOP GRAIN ELEV               017 33 01.8
 HH0987
 HH0987|---------------------------------------------------------------------|
 HH0987| PID    Reference Object                     Distance      Geod. Az  |
 HH0987|                                                           dddmmss.s |
 HH0987| HH0986 CHARLESTON COOP GRAIN ELEV          APPROX.11.3 KM 0163413.6 |
 HH0987| CK9970 ISSAC AZ MK RESET                                  0351153.0 |
 HH0987| HH0900 INGALLS CO OP GRAIN ELEVATOR        APPROX.14.6 KM 0615531.1 |
 HH0987| CK9971 ISSAC RM 1                           21.805 METERS 08954     |
 HH0987| CK9969 ISSAC AZ MK                                        0911312.7 |
 HH0987| CK9972 ISSAC RM 2                           21.765 METERS 26929     |
 HH0987| HH0990 PIERCEVILLE ATT MICROWAVE           APPROX. 6.7 KM 3164628.1 |
 HH0987| HH0995 GARDEN CITY AIRPORT WATER TANK      APPROX.21.0 KM 3302403.5 |
 HH0987| HH0994 PIERCEVILLE CO OP GRAIN ELEV        APPROX.14.7 KM 3320234.3 |
 HH0987|---------------------------------------------------------------------|
 HH0987
 HH0987                          SUPERSEDED SURVEY CONTROL
 HH0987
 HH0987  NAD 83(1997)-  37 45 57.46933(N)    100 35 59.97735(W) AD(       ) 2
 HH0987  NAD 83(1986)-  37 45 57.46722(N)    100 35 59.97942(W) AD(       ) 2
 HH0987  NAD 27      -  37 45 57.38426(N)    100 35 58.42538(W) AD(       ) 2
 HH0987  NGVD 29 (07/19/86)  865.90   (m)         2840.9    (f) LEVELING    3  
 HH0987
 HH0987.Superseded values are not recommended for survey control.
 HH0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0987.See file dsdata.txt to determine how the superseded data were derived.
 HH0987
 HH0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG5907581054(NAD 83)
 HH0987_MARKER: DS = TRIANGULATION STATION DISK
 HH0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0987
 HH0987  HISTORY     - Date     Condition        Report By
 HH0987  HISTORY     - 1961     MONUMENTED       CGS
 HH0987  HISTORY     - 1968     GOOD             CGS
 HH0987  HISTORY     - 20050425 POOR             KSDT
 HH0987
 HH0987                          STATION DESCRIPTION
 HH0987
 HH0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HNK)
 HH0987'THE STATION IS APPROXIMATELY 15 MILES NORTH OF COPELAND, 9-1/2 MILES
 HH0987'SOUTHWEST OF INGALLS, 9 MILES SOUTHEAST OF PIERCEVILLE, IN THE
 HH0987'SOUTHEAST QUARTER OF SECTION 21, T 26 S, R 30 W, AND ON PROPERTY
 HH0987'OWNED BY MR. MENNO ISSAC.
 HH0987'
 HH0987'TO REACH THE STATION FROM A RAILROAD CROSSING, ABOUT ONE BLOCK WEST
 HH0987'OF A LARGE GRAIN ELEVATOR, IN THE SMALL TOWN OF CHARLESTON, GO SOUTH
 HH0987'ON A GRAVELED ROAD FOR 2.45 MILES TO WHERE THE MAIN ROAD BEARS
 HH0987'LEFT.  BEAR LEFT, EAST, ON THE GRAVELED ROAD FOR 0.2 MILE TO WHERE
 HH0987'THE MAIN ROAD BEARS RIGHT.  BEAR RIGHT, SOUTH, ON THE GRAVELED ROAD
 HH0987'FOR 4.35 MILES TO A CROSSROAD.  TURN RIGHT, WEST, ON A GRADED ROAD
 HH0987'FOR 1.8 MILES TO THE AZIMUTH MARK ON THE LEFT, NEAR A POWER
 HH0987'POLE.  CONTINUE WEST ON THE GRADED ROAD FOR 0.25 MILE TO A
 HH0987'CROSSROAD.  CONTINUE WEST ON THE GRADED ROAD FOR 0.15 MILE TO THE
 HH0987'TOP OF A SMALL RISE AND THE STATION ON THE RIGHT.
 HH0987'
 HH0987'STATION MARKS ARE STANDARD DISKS STAMPED ISSAC 1961.  THE SURFACE
 HH0987'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 HH0987'138.5 FEET WEST OF A FENCE CORNER, 28 FEET NORTH OF THE CENTER OF THE
 HH0987'GRADED ROAD, 2 FEET NORTH OF A METAL WITNESS POST AND 1.5 FEET
 HH0987'NORTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 HH0987'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0987'
 HH0987'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ISSAC NO 1 1961, IS SET
 HH0987'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 67 FEET
 HH0987'WEST OF THE FENCE CORNER, 28 FEET NORTH OF THE CENTER OF THE GRADED
 HH0987'ROAD AND 1.5 FEET NORTH OF THE FENCE.
 HH0987'
 HH0987'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ISSAC NO 2 1961, IS
 HH0987'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 27
 HH0987'FEET NORTH OF THE CENTER OF THE GRADED ROAD AND 1 FOOT NORTH OF THE
 HH0987'FENCE.
 HH0987'
 HH0987'AZIMUTH MARK, A STANDARD DISK STAMPED ISSAC 1961, IS SET IN A SQUARE
 HH0987'CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 26.5 FEET SOUTH OF THE
 HH0987'CENTER OF THE GRADED ROAD, 2.5 FEET WEST OF A POWER POLE AND 1.6
 HH0987'FEET WEST OF A METAL WITNESS POST.
 HH0987'
 HH0987'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0987
 HH0987                          STATION RECOVERY (1968)
 HH0987
 HH0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HH0987'STATION MARK, REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN GOOD
 HH0987'CONDITION.  AZIMUTH MARK WAS FOUND IN DANGER OF BEING DESTROYED BY
 HH0987'GRADER OPERATIONS.  A NEW AZIMUTH MARK WAS SET.
 HH0987'
 HH0987'FOLLOWING IS A NEW SECRIPTION--
 HH0987'
 HH0987'STATION IS LOCATED ABOUT 15 MILES NORTH OF COPELAND, 9-1/2 MILES
 HH0987'SOUTH-WEST OF INGALLS, 9 MILES SOUTHEAST OF PIERCEVILLE, IN THE
 HH0987'SOUTHEAST QUARTER OF SEC. 21, T 26 S, R 30 W.
 HH0987'
 HH0987'TO REACH FROM THE RAILWAY STATION IN INGALL, GO SOUTH ON SURFACED
 HH0987'ROAD FOR 1.5 MILES TO SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 HH0987'GRADED ROAD FOR 5.0 MILES TO CROSSROADS.  TURN LEFT AND GO SOUTH
 HH0987'FOR 3.0 MILES TO CROSSROADS.  TURN RIGHT AND GO WEST FOR 2.0 MILES
 HH0987'TO CROSSROADS.  CONTINUE WEST ON GRADED ROAD FOR 0.1 MILE TO THE
 HH0987'TOP OF HILL AND STATION ON RIGHT (NORTH) SIDE OF ROAD.  TO REACH
 HH0987'AZIMUTH MARK FROM STATION, GO EAST 0.1 MILE TO CROSSROAD, TURN LEFT
 HH0987'AND GO NORTH 0.25 MILE TO MARK ON RIGHT (EAST) SIDE OF THE ROAD.
 HH0987'
 HH0987'STATION, A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE POST
 HH0987'AND A STAMPED ISSAC 1961, IS 24-1/2 FEET NORTH OF THE CENTERLINE OF
 HH0987'ROAD, 1-1/2 FEET NORTH OF FENCE AND 2 FEET NORTH OF A METAL WITNESS
 HH0987'POST.  THE MARK IS FLUSH WITH THE GROUND.
 HH0987'
 HH0987'REFERENCE MARK NO 1, A STANDARD DISK SET IN THE TOP OF A SQUARE
 HH0987'CONCRETE POST AND STAMPED ISSAC NO 1 1961, IS 24 FEET NORTH OF THE
 HH0987'CENTER OF ROAD AND 1 FOOT NORTH OF FENCE.  THE MARK IS FLUSH WITH
 HH0987'THE GROUND.
 HH0987'
 HH0987'REFERENCE MARK NO. 2, A STANDARD DISK, SET IN THE TOP OF A SQUARE
 HH0987'CONCRETE POST AND STAMPED ISSAC NO 2 1961, IS 24 FEET NORTH OF THE
 HH0987'CENTERLINE OF ROAD AND 1 FOOT NORTH OF FENCE.  THE MARK IS FLUSH
 HH0987'WITH THE GROUND.
 HH0987'
 HH0987'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST
 HH0987'AND STAMPED ISSAC 1961 1968, IS 27 FEET EAST OF THE CENTERLINE OF
 HH0987'ROAD, 1-1/2 FEET SOUTH OF A POWERLINE POLE AND 1 FOOT NORTH OF A
 HH0987'METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 HH0987'
 HH0987'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--
 HH0987'9-1/2 MILES SW OF INGALLS.
 HH0987
 HH0987                          STATION RECOVERY (2005)
 HH0987
 HH0987'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2005
 HH0987'ONLY THE UNDERGROUND MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0602 ***********************************************************************
 JH0602  DESIGNATION -  IVAN
 JH0602  PID         -  JH0602
 JH0602  STATE/COUNTY-  KS/WALLACE
 JH0602  USGS QUAD   -  HARRISON FLATS (1979)
 JH0602
 JH0602                         *CURRENT SURVEY CONTROL
 JH0602  ___________________________________________________________________
 JH0602* NAD 83(1997)-  38 45 26.66350(N)    101 36 46.28298(W)     ADJUSTED  
 JH0602* NAVD 88     -      1084.     (meters)    3556.     (feet)  SCALED    
 JH0602  ___________________________________________________________________
 JH0602  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JH0602  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 JH0602
 JH0602  HORZ ORDER  -  SECOND
 JH0602
 JH0602.The horizontal coordinates were established by classical geodetic methods
 JH0602.and adjusted by the National Geodetic Survey in October 1998..
 JH0602
 JH0602.The orthometric height was scaled from a topographic map.
 JH0602
 JH0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0602
 JH0602.The geoid height was determined by GEOID03.
 JH0602
 JH0602;                    North         East     Units Scale Factor Converg.
 JH0602;SPC KS N     -    53,340.221    86,050.636   MT  0.99999367   -2 17 09.3
 JH0602;SPC KS S     -   636,569.459   129,464.615   MT  1.00004330   -1 54 46.6
 JH0602;UTM  14      - 4,293,098.366   272,960.436   MT  1.00023480   -1 38 11.1
 JH0602
 JH0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0602!SPC KS N     -   0.99983366  x   0.99999367  =   0.99982734
 JH0602!SPC KS S     -   0.99983366  x   1.00004330  =   0.99987696
 JH0602!UTM  14      -   0.99983366  x   1.00023480  =   1.00006843
 JH0602
 JH0602|---------------------------------------------------------------------|
 JH0602| PID    Reference Object                     Distance      Geod. Az  |
 JH0602|                                                           dddmmss.s |
 JH0602| CM8834 IVAN RM 1                            12.975 METERS 09305     |
 JH0602| CM8833 IVAN AZ MK                                         2691750.9 |
 JH0602| CM8835 IVAN RM 2                            13.245 METERS 29425     |
 JH0602|---------------------------------------------------------------------|
 JH0602
 JH0602                          SUPERSEDED SURVEY CONTROL
 JH0602
 JH0602  NAD 83(1986)-  38 45 26.66422(N)    101 36 46.28266(W) AD(       ) 2
 JH0602  NAD 27      -  38 45 26.62083(N)    101 36 44.67794(W) AD(       ) 2
 JH0602
 JH0602.Superseded values are not recommended for survey control.
 JH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0602.See file dsdata.txt to determine how the superseded data were derived.
 JH0602
 JH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH7296093098(NAD 83)
 JH0602_MARKER: DD = SURVEY DISK
 JH0602_SETTING: 0 = UNSPECIFIED SETTING
 JH0602
 JH0602  HISTORY     - Date     Condition        Report By
 JH0602  HISTORY     - 1967     MONUMENTED       USGS
 JH0602
 JH0602                          STATION DESCRIPTION
 JH0602
 JH0602'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RRB)
 JH0602'THE STATION IS LOCATED ABOUT 10.5 MI S. AND 1.0 MI W. OF WALLACE,
 JH0602'T. 15 S., R. 39 W., BETWEEN SECS. 11, 12, 13 AND 14.
 JH0602'
 JH0602'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 40
 JH0602'AND SEC. LINE RD. AT WALLACE, GO 10.5 MI S. ON SEC. LINE RD. AND
 JH0602'1.0 MI W. TO CROSSROADS AND STATION IS ON THE RIGHT.
 JH0602'
 JH0602'STATION MARK IS 41 FT N. AND 79 FT E. OF CENTER OF CROSSROADS,
 JH0602'3 FT S. OF N. RIGHT-OF-WAY FENCE, 2 FT S. OF USGS WITNESS POST,
 JH0602'STAMPED ET IVAN 1967.
 JH0602'
 JH0602'REFERENCE MARK NO. 1 IS E. OF STATION, 38 FT N. AND 122 FT E. OF
 JH0602'CENTER OF CROSSROADS, 6 FT S. OF N. RIGHT-OF-WAY FENCE.  STAMPED
 JH0602'IVAN NO. 1 1967.
 JH0602'
 JH0602'REFERENCE MARK NO. 2 IS W. OF STATION - ET 29 GT 1958 10.5 MI S.
 JH0602'AND 1.0 MI W. OF WALLACE, NEAR SW. COR. OF SEC. 12, T. 15 S.,
 JH0602'R. 39 W., 55 FT N. AND 30 FT E. OF CROSSROADS, IN A CONCRETE POST,
 JH0602'A STANDARD TABLET STAMPED ET 29 GT 1958.
 JH0602'
 JH0602'AZIMUTH MARK IS LOCATED ABOUT 0.4 MI W. OF STATION, 34 FT N.
 JH0602'AND 105 FT W. OF CENTER OF RD. AT DRIVE SSW., 3 FT N. OF HIGHLINE
 JH0602'POLE.  WITH GUY LINE STAMPED--IVAN AZIMUTH MARK 1967.
 JH0602'
 JH0602'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK ARE FLUSH
 JH0602'WITH THE GROUND, STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED
 JH0602'STEEL RODS, CENTERED IN 6 IN. DIAMETER TILES 12 IN. LONG FILLED
 JH0602'WITHIN 1 IN. OF CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0447 ***********************************************************************
 HE0447  DESIGNATION -  J 10
 HE0447  PID         -  HE0447
 HE0447  STATE/COUNTY-  KS/LABETTE
 HE0447  USGS QUAD   -  CHETOPA (1974)
 HE0447
 HE0447                         *CURRENT SURVEY CONTROL
 HE0447  ___________________________________________________________________
 HE0447* NAD 83(1986)-  37 02 28.     (N)    095 06 04.     (W)     SCALED    
 HE0447* NAVD 88     -       254.634  (meters)     835.41   (feet)  ADJUSTED  
 HE0447  ___________________________________________________________________
 HE0447  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HE0447  DYNAMIC HT  -         254.431 (meters)     834.75  (feet)  COMP
 HE0447  MODELED GRAV-     979,824.7   (mgal)                       NAVD 88
 HE0447
 HE0447  VERT ORDER  -  SECOND    CLASS 0
 HE0447
 HE0447.The horizontal coordinates were scaled from a topographic map and have
 HE0447.an estimated accuracy of +/- 6 seconds.
 HE0447
 HE0447.The orthometric height was determined by differential leveling
 HE0447.and adjusted by the National Geodetic Survey in June 1991..
 HE0447
 HE0447.The geoid height was determined by GEOID03.
 HE0447
 HE0447.The dynamic height is computed by dividing the NAVD 88
 HE0447.geopotential number by the normal gravity value computed on the
 HE0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0447.degrees latitude (g = 980.6199 gals.).
 HE0447
 HE0447.The modeled gravity was interpolated from observed gravity values.
 HE0447
 HE0447;                    North         East    Units  Estimated Accuracy
 HE0447;SPC KS S     -   447,070.      702,330.      MT  (+/- 180 meters Scaled)
 HE0447
 HE0447                          SUPERSEDED SURVEY CONTROL
 HE0447
 HE0447  NGVD 29 (??/??/92)  254.520  (m)          835.04   (f) ADJ UNCH    2 0
 HE0447
 HE0447.Superseded values are not recommended for survey control.
 HE0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0447.See file dsdata.txt to determine how the superseded data were derived.
 HE0447
 HE0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB131014(NAD 83)
 HE0447_MARKER: DB = BENCH MARK DISK
 HE0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0447_STAMPING: J 10 1934
 HE0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0447+STABILITY: SURFACE MOTION
 HE0447
 HE0447  HISTORY     - Date     Condition        Report By
 HE0447  HISTORY     - 1934     MONUMENTED       CGS
 HE0447  HISTORY     - 1974     MARK NOT FOUND   USGS
 HE0447
 HE0447                          STATION DESCRIPTION
 HE0447
 HE0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0447'AT CHETOPA.
 HE0447'AT CHETOPA, LABETTE COUNTY, ABOUT 130 FEET NORTHEAST OF THE
 HE0447'CROSSING OF THE MISSOURI-KANSAS-TEXAS AND MISSOURI PACIFIC
 HE0447'RAILROADS, ABOUT 135 FEET NORTH OF THE SIGNAL TOWER, AND 52 FEET
 HE0447'NORTHEAST OF THE TENTH POLE WEST OF MISSOURI PACIFIC RAILROAD
 HE0447'MILEPOST 393.  A STANDARD DISK, STAMPED J 10 1934 AND SET IN THE
 HE0447'TOP OF A CONCRETE POST.
 HE0447
 HE0447                          STATION RECOVERY (1974)
 HE0447
 HE0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HE0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6009 ***********************************************************************
 AB6009  DESIGNATION -  J 100 RESET
 AB6009  PID         -  AB6009
 AB6009  STATE/COUNTY-  KS/CHEYENNE
 AB6009  USGS QUAD   -  BIRD CITY SOUTH NW (1981)
 AB6009
 AB6009                         *CURRENT SURVEY CONTROL
 AB6009  ___________________________________________________________________
 AB6009* NAD 83(1986)-  39 38 27.     (N)    101 42 45.     (W)     SCALED    
 AB6009* NAVD 88     -      1088.61   (meters)    3571.5    (feet)  RESET     
 AB6009  ___________________________________________________________________
 AB6009  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AB6009
 AB6009  VERT ORDER  -  THIRD
 AB6009
 AB6009.The horizontal coordinates were scaled from a topographic map and have
 AB6009.an estimated accuracy of +/- 6 seconds.
 AB6009
 AB6009.The orthometric height was computed from unverified reset data.
 AB6009
 AB6009.The geoid height was determined by GEOID03.
 AB6009
 AB6009;                    North         East    Units  Estimated Accuracy
 AB6009;SPC KS N     -   151,680.       81,420.      MT  (+/- 180 meters Scaled)
 AB6009
 AB6009                          SUPERSEDED SURVEY CONTROL
 AB6009
 AB6009.No superseded survey control is available for this station.
 AB6009
 AB6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ672914(NAD 83)
 AB6009_MARKER: DB = BENCH MARK DISK
 AB6009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6009_STAMPING: J 100 RESET 1952
 AB6009_MARK LOGO: CGS   
 AB6009_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6009+STABILITY: SURFACE MOTION
 AB6009
 AB6009  HISTORY     - Date     Condition        Report By
 AB6009  HISTORY     - 1952     MONUMENTED       KSDT
 AB6009
 AB6009                          STATION DESCRIPTION
 AB6009
 AB6009'DESCRIBED BY KANSAS DEPARTMENT OF TRANSPORTATION 1952 (TDM)
 AB6009'8.5 MILES (13.7 KM) SOUTH ALONG STATE HIGHWAY 27 FROM THE CHICAGO,
 AB6009'BURLINGTON AND QUINCY RAILROAD STATION IN WHEELER, AT THE CROSSING OF
 AB6009'AN EAST-AND-WEST ROAD, 30 FEET (9.1 M) NORTH OF THE CENTERLINE OF THE
 AB6009'ROAD, 93 FEET (28.3 M) EAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET
 AB6009'(7.6 M) EAST OF A FENCE CORNER, AND 1 1/2 FEET SOUTH OF THE FENCE, SET
 AB6009'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0342 ***********************************************************************
 KF0342  DESIGNATION -  J 106
 KF0342  PID         -  KF0342
 KF0342  STATE/COUNTY-  KS/MARSHALL
 KF0342  USGS QUAD   -  OKETO (1966)
 KF0342
 KF0342                         *CURRENT SURVEY CONTROL
 KF0342  ___________________________________________________________________
 KF0342* NAD 83(1986)-  39 56 35.     (N)    096 36 37.     (W)     SCALED    
 KF0342* NAVD 88     -       358.403  (meters)    1175.86   (feet)  ADJUSTED  
 KF0342  ___________________________________________________________________
 KF0342  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 KF0342  DYNAMIC HT  -         358.205 (meters)    1175.21  (feet)  COMP
 KF0342  MODELED GRAV-     980,061.8   (mgal)                       NAVD 88
 KF0342
 KF0342  VERT ORDER  -  SECOND    CLASS 0
 KF0342
 KF0342.The horizontal coordinates were scaled from a topographic map and have
 KF0342.an estimated accuracy of +/- 6 seconds.
 KF0342
 KF0342.The orthometric height was determined by differential leveling
 KF0342.and adjusted by the National Geodetic Survey in June 1991..
 KF0342
 KF0342.The geoid height was determined by GEOID03.
 KF0342
 KF0342.The dynamic height is computed by dividing the NAVD 88
 KF0342.geopotential number by the normal gravity value computed on the
 KF0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0342.degrees latitude (g = 980.6199 gals.).
 KF0342
 KF0342.The modeled gravity was interpolated from observed gravity values.
 KF0342
 KF0342;                    North         East    Units  Estimated Accuracy
 KF0342;SPC KS N     -   179,620.      518,770.      MT  (+/- 180 meters Scaled)
 KF0342
 KF0342                          SUPERSEDED SURVEY CONTROL
 KF0342
 KF0342  NGVD 29 (??/??/92)  358.295  (m)         1175.51   (f) ADJ UNCH    2 0
 KF0342
 KF0342.Superseded values are not recommended for survey control.
 KF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0342.See file dsdata.txt to determine how the superseded data were derived.
 KF0342
 KF0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK041241(NAD 83)
 KF0342_MARKER: DB = BENCH MARK DISK
 KF0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0342_STAMPING: J 106 1934
 KF0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0342+STABILITY: SURFACE MOTION
 KF0342
 KF0342  HISTORY     - Date     Condition        Report By
 KF0342  HISTORY     - 1934     MONUMENTED       CGS
 KF0342  HISTORY     - 1965     GOOD             NGS
 KF0342
 KF0342                          STATION DESCRIPTION
 KF0342
 KF0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0342'AT MARIETTA.
 KF0342'AT MARIETTA, AT A ROAD CROSSING, ON THE UNION PACIFIC RAILROAD,
 KF0342'200 FEET NORTH-NORTHWEST OF THE STATION SIGN, 175 FEET SOUTHWEST
 KF0342'OF SOUTHWEST CORNER OF A GRAIN ELEVATOR, 44 FEET WEST OF WEST
 KF0342'RAIL, 24 FEET SOUTH OF CENTER LINE OF THE ROAD, 5 FEET EAST
 KF0342'OF THE END CONCRETE POST OF THE RIGHT OF WAY FENCELINE AND
 KF0342'1 FOOT WEST OF A METAL WITNESS POST AND SIGN.  A STANDARD
 KF0342'DISK, STAMPED J 106 1934, IN THE TOP OF A CONCRETE MONUMENT,
 KF0342'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0554 ***********************************************************************
 KE0554  DESIGNATION -  J 107
 KE0554  PID         -  KE0554
 KE0554  STATE/COUNTY-  KS/BROWN
 KE0554  USGS QUAD   -  EVEREST (1979)
 KE0554
 KE0554                         *CURRENT SURVEY CONTROL
 KE0554  ___________________________________________________________________
 KE0554* NAD 83(1986)-  39 39 57.     (N)    095 23 47.     (W)     SCALED    
 KE0554* NAVD 88     -       357.070  (meters)    1171.49   (feet)  ADJUSTED  
 KE0554  ___________________________________________________________________
 KE0554  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 KE0554  DYNAMIC HT  -         356.853 (meters)    1170.78  (feet)  COMP
 KE0554  MODELED GRAV-     980,009.0   (mgal)                       NAVD 88
 KE0554
 KE0554  VERT ORDER  -  SECOND    CLASS 0
 KE0554
 KE0554.The horizontal coordinates were scaled from a topographic map and have
 KE0554.an estimated accuracy of +/- 6 seconds.
 KE0554
 KE0554.The orthometric height was determined by differential leveling
 KE0554.and adjusted by the National Geodetic Survey in June 1991..
 KE0554
 KE0554.The geoid height was determined by GEOID03.
 KE0554
 KE0554.The dynamic height is computed by dividing the NAVD 88
 KE0554.geopotential number by the normal gravity value computed on the
 KE0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0554.degrees latitude (g = 980.6199 gals.).
 KE0554
 KE0554.The modeled gravity was interpolated from observed gravity values.
 KE0554
 KE0554;                    North         East    Units  Estimated Accuracy
 KE0554;SPC KS N     -   151,140.      623,380.      MT  (+/- 180 meters Scaled)
 KE0554
 KE0554                          SUPERSEDED SURVEY CONTROL
 KE0554
 KE0554  NGVD 29 (??/??/92)  356.962  (m)         1171.13   (f) ADJ UNCH    2 0
 KE0554
 KE0554.Superseded values are not recommended for survey control.
 KE0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0554.See file dsdata.txt to determine how the superseded data were derived.
 KE0554
 KE0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD944934(NAD 83)
 KE0554_MARKER: DB = BENCH MARK DISK
 KE0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0554_STAMPING: J 107 1934
 KE0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0554+STABILITY: SURFACE MOTION
 KE0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0554+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 KE0554
 KE0554  HISTORY     - Date     Condition        Report By
 KE0554  HISTORY     - 1934     MONUMENTED       CGS
 KE0554  HISTORY     - 1950     GOOD             NGS
 KE0554  HISTORY     - 20040303 GOOD             KSSS
 KE0554
 KE0554                          STATION DESCRIPTION
 KE0554
 KE0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0554'4.5 MI W FROM PURCELL.
 KE0554'IN BROWN COUNTY, 4.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND
 KE0554'AND PACIFIC RAILROAD FROM THE STATION SIGN AT PURCELL, DONIPHAN
 KE0554'COUNTY, AT PIERCE JUNCTION, 180 FEET WEST OF THE STATION SIGN
 KE0554'(THE STATION HAS BEEN REMOVED), AT A ROAD CROSSING, 45 FEET
 KE0554'NORTH OF THE NORTH RAIL, 28 FEET WEST OF THE CENTERLINE OF THE
 KE0554'ROAD, 13 FEET NORTHEAST OF A POLE, AND 3 FEET SOUTH OF A FENCE
 KE0554'CORNER WHICH IS THE SOUTH GATEPOST OF A BOARD GATE.  A STANDARD
 KE0554'DISK, STAMPED J 107 1934 AND SET IN THE TOP OF A CONCRETE POST
 KE0554'PROJECTING 4 INCHES ABOVE GROUND.
 KE0554
 KE0554                          STATION RECOVERY (2004)
 KE0554
 KE0554'RECOVERY NOTE BY KANSAS SOCIETY OF SURVEYORS 2004 (LPD)
 KE0554'MONUMENT IS LOCATED APPROXIMATELY 600 FEET SOUTH OF THE NORTHEAST
 KE0554'CORNER OF SECTION 33, T. 4 S., RANGE 18 EAST OF THE 6TH P.M. AND 28
 KE0554'FEET WEST OF THE CENTERLINE OF COUNTY ROAD.  MONUMENT IS LOCATED ON
 KE0554'THE SOUTH SIDE OF THE NORTH RIGHT-OF-WAY FENCE OF THE MISSOURI PACIFIC
 KE0554'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0964 ***********************************************************************
 KE0964  DESIGNATION -  J 108
 KE0964  PID         -  KE0964
 KE0964  STATE/COUNTY-  KS/JACKSON
 KE0964  USGS QUAD   -  WHITING (1961)
 KE0964
 KE0964                         *CURRENT SURVEY CONTROL
 KE0964  ___________________________________________________________________
 KE0964* NAD 83(1986)-  39 35 15.     (N)    095 37 08.     (W)     SCALED    
 KE0964* NAVD 88     -       333.535  (meters)    1094.27   (feet)  ADJUSTED  
 KE0964  ___________________________________________________________________
 KE0964  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KE0964  DYNAMIC HT  -         333.328 (meters)    1093.59  (feet)  COMP
 KE0964  MODELED GRAV-     979,996.4   (mgal)                       NAVD 88
 KE0964
 KE0964  VERT ORDER  -  SECOND    CLASS 0
 KE0964
 KE0964.The horizontal coordinates were scaled from a topographic map and have
 KE0964.an estimated accuracy of +/- 6 seconds.
 KE0964
 KE0964.The orthometric height was determined by differential leveling
 KE0964.and adjusted by the National Geodetic Survey in June 1991..
 KE0964
 KE0964.The geoid height was determined by GEOID03.
 KE0964
 KE0964.The dynamic height is computed by dividing the NAVD 88
 KE0964.geopotential number by the normal gravity value computed on the
 KE0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0964.degrees latitude (g = 980.6199 gals.).
 KE0964
 KE0964.The modeled gravity was interpolated from observed gravity values.
 KE0964
 KE0964;                    North         East    Units  Estimated Accuracy
 KE0964;SPC KS N     -   141,920.      604,520.      MT  (+/- 180 meters Scaled)
 KE0964
 KE0964                          SUPERSEDED SURVEY CONTROL
 KE0964
 KE0964  NGVD 29 (??/??/92)  333.427  (m)         1093.92   (f) ADJ UNCH    2 0
 KE0964
 KE0964.Superseded values are not recommended for survey control.
 KE0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0964.See file dsdata.txt to determine how the superseded data were derived.
 KE0964
 KE0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD750852(NAD 83)
 KE0964_MARKER: DB = BENCH MARK DISK
 KE0964_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0964_SP_SET: BRIDGE
 KE0964_STAMPING: J 108 1934
 KE0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0964
 KE0964  HISTORY     - Date     Condition        Report By
 KE0964  HISTORY     - 1934     MONUMENTED       CGS
 KE0964  HISTORY     - 1950     GOOD             NGS
 KE0964  HISTORY     - 1975     GOOD             LOCENG
 KE0964
 KE0964                          STATION DESCRIPTION
 KE0964
 KE0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0964'AT WHITING.
 KE0964'AT WHITING, JACKSON COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 KE0964'PACIFIC RAILWAY, 330 FEET NORTH OF THE STATION, 100 FEET EAST OF
 KE0964'THE CENTER LINE OF THE TRACK, AND IN THE SOUTHWEST CORNER OF A
 KE0964'CONCRETE HIGHWAY BRIDGE.  A STANDARD DISK, STAMPED J 108 1934.
 KE0964
 KE0964                          STATION RECOVERY (1950)
 KE0964
 KE0964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0964'RECOVERED IN GOOD CONDITION.
 KE0964
 KE0964                          STATION RECOVERY (1975)
 KE0964
 KE0964'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 KE0964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0982 ***********************************************************************
 KE0982  DESIGNATION -  J 109
 KE0982  PID         -  KE0982
 KE0982  STATE/COUNTY-  KS/NEMAHA
 KE0982  USGS QUAD   -  BERN (1960)
 KE0982
 KE0982                         *CURRENT SURVEY CONTROL
 KE0982  ___________________________________________________________________
 KE0982* NAD 83(1986)-  39 53 06.     (N)    095 52 45.     (W)     SCALED    
 KE0982* NAVD 88     -       410.170  (meters)    1345.70   (feet)  ADJUSTED  
 KE0982  ___________________________________________________________________
 KE0982  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 KE0982  DYNAMIC HT  -         409.927 (meters)    1344.90  (feet)  COMP
 KE0982  MODELED GRAV-     980,020.9   (mgal)                       NAVD 88
 KE0982
 KE0982  VERT ORDER  -  SECOND    CLASS 0
 KE0982
 KE0982.The horizontal coordinates were scaled from a topographic map and have
 KE0982.an estimated accuracy of +/- 6 seconds.
 KE0982
 KE0982.The orthometric height was determined by differential leveling
 KE0982.and adjusted by the National Geodetic Survey in June 1991..
 KE0982
 KE0982.The geoid height was determined by GEOID03.
 KE0982
 KE0982.The dynamic height is computed by dividing the NAVD 88
 KE0982.geopotential number by the normal gravity value computed on the
 KE0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0982.degrees latitude (g = 980.6199 gals.).
 KE0982
 KE0982.The modeled gravity was interpolated from observed gravity values.
 KE0982
 KE0982;                    North         East    Units  Estimated Accuracy
 KE0982;SPC KS N     -   174,390.      581,400.      MT  (+/- 180 meters Scaled)
 KE0982
 KE0982                          SUPERSEDED SURVEY CONTROL
 KE0982
 KE0982  NGVD 29 (??/??/92)  410.053  (m)         1345.32   (f) ADJ UNCH    2 0
 KE0982
 KE0982.Superseded values are not recommended for survey control.
 KE0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0982.See file dsdata.txt to determine how the superseded data were derived.
 KE0982
 KE0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE538189(NAD 83)
 KE0982_MARKER: DB = BENCH MARK DISK
 KE0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0982_STAMPING: J 109 1934
 KE0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0982+STABILITY: SURFACE MOTION
 KE0982
 KE0982  HISTORY     - Date     Condition        Report By
 KE0982  HISTORY     - 1934     MONUMENTED       CGS
 KE0982  HISTORY     - 1950     GOOD             NGS
 KE0982
 KE0982                          STATION DESCRIPTION
 KE0982
 KE0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0982'3.5 MI E FROM ONEIDA.
 KE0982'3.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KE0982'AT ONEIDA, NEMAHA COUNTY, 4 POLES SOUTHWEST OF MILEPOST 65, AT
 KE0982'THE CROSSING OF AN EAST-AND-WEST ROAD, 45 FEET SOUTHEAST OF THE
 KE0982'SOUTHEAST RAIL, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 19
 KE0982'FEET SOUTHWEST OF A CONCRETE POST AT A FENCE CORNER, AND 3 FEET
 KE0982'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 KE0982'J 109 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 KE0982'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0325 ***********************************************************************
 KF0325  DESIGNATION -  J 111
 KF0325  PID         -  KF0325
 KF0325  STATE/COUNTY-  KS/RILEY
 KF0325  USGS QUAD   -  BLUE RAPIDS SW (1983)
 KF0325
 KF0325                         *CURRENT SURVEY CONTROL
 KF0325  ___________________________________________________________________
 KF0325* NAD 83(1986)-  39 32 04.     (N)    096 37 43.     (W)     SCALED    
 KF0325* NAVD 88     -       329.973  (meters)    1082.59   (feet)  ADJUSTED  
 KF0325  ___________________________________________________________________
 KF0325  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 KF0325  DYNAMIC HT  -         329.763 (meters)    1081.90  (feet)  COMP
 KF0325  MODELED GRAV-     979,982.5   (mgal)                       NAVD 88
 KF0325
 KF0325  VERT ORDER  -  SECOND    CLASS 0
 KF0325
 KF0325.The horizontal coordinates were scaled from a topographic map and have
 KF0325.an estimated accuracy of +/- 6 seconds.
 KF0325
 KF0325.The orthometric height was determined by differential leveling
 KF0325.and adjusted by the National Geodetic Survey in June 1991..
 KF0325
 KF0325.The geoid height was determined by GEOID03.
 KF0325
 KF0325.The dynamic height is computed by dividing the NAVD 88
 KF0325.geopotential number by the normal gravity value computed on the
 KF0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0325.degrees latitude (g = 980.6199 gals.).
 KF0325
 KF0325.The modeled gravity was interpolated from observed gravity values.
 KF0325
 KF0325;                    North         East    Units  Estimated Accuracy
 KF0325;SPC KS N     -   134,230.      517,890.      MT  (+/- 180 meters Scaled)
 KF0325
 KF0325                          SUPERSEDED SURVEY CONTROL
 KF0325
 KF0325  NGVD 29 (??/??/92)  329.847  (m)         1082.17   (f) ADJ UNCH    2 0
 KF0325
 KF0325.Superseded values are not recommended for survey control.
 KF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0325.See file dsdata.txt to determine how the superseded data were derived.
 KF0325
 KF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ038787(NAD 83)
 KF0325_MARKER: Z = SEE DESCRIPTION
 KF0325_SETTING: 0 = UNSPECIFIED SETTING
 KF0325_STAMPING: J 111 1934
 KF0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0325
 KF0325  HISTORY     - Date     Condition        Report By
 KF0325  HISTORY     - 1934     MONUMENTED       CGS
 KF0325  HISTORY     - 1952     GOOD             NGS
 KF0325
 KF0325                          STATION DESCRIPTION
 KF0325
 KF0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KF0325'0.8 MI N FROM CLEBURNE.
 KF0325'ALONG THE UNION PACIFIC RAILROAD, ABOUT 1/4 MILE SOUTHEAST OF
 KF0325'A LARGE WHITE FARMHOUSE ON THE WEST SIDE OF ROAD, ABOUT 100 YARDS
 KF0325'NORTHWEST OF THE BLUE RIVER, AT A PRIVATE ROAD CROSSING WHICH
 KF0325'IS NOT USED, 5 RAILS SOUTHWEST OF THE PRIVATE CROSSING, 25 FEET
 KF0325'WEST OF A WOOD CULVERT 159+83, 18 FEET NORTHWEST OF THE NORTHWEST
 KF0325'RAIL, 27 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 40 FEET EAST
 KF0325'OF A TELEGRAPH POLE, AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0368 ***********************************************************************
 KF0368  DESIGNATION -  J 113
 KF0368  PID         -  KF0368
 KF0368  STATE/COUNTY-  KS/WASHINGTON
 KF0368  USGS QUAD   -  LINN SW (1968)
 KF0368
 KF0368                         *CURRENT SURVEY CONTROL
 KF0368  ___________________________________________________________________
 KF0368* NAD 83(1986)-  39 36 36.     (N)    097 09 50.     (W)     SCALED    
 KF0368* NAVD 88     -       407.455  (meters)    1336.79   (feet)  ADJUSTED  
 KF0368  ___________________________________________________________________
 KF0368  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 KF0368  DYNAMIC HT  -         407.224 (meters)    1336.03  (feet)  COMP
 KF0368  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 KF0368
 KF0368  VERT ORDER  -  SECOND    CLASS 0
 KF0368
 KF0368.The horizontal coordinates were scaled from a topographic map and have
 KF0368.an estimated accuracy of +/- 6 seconds.
 KF0368
 KF0368.The orthometric height was determined by differential leveling
 KF0368.and adjusted by the National Geodetic Survey in June 1991..
 KF0368
 KF0368.The geoid height was determined by GEOID03.
 KF0368
 KF0368.The dynamic height is computed by dividing the NAVD 88
 KF0368.geopotential number by the normal gravity value computed on the
 KF0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0368.degrees latitude (g = 980.6199 gals.).
 KF0368
 KF0368.The modeled gravity was interpolated from observed gravity values.
 KF0368
 KF0368;                    North         East    Units  Estimated Accuracy
 KF0368;SPC KS N     -   142,060.      471,800.      MT  (+/- 180 meters Scaled)
 KF0368
 KF0368                          SUPERSEDED SURVEY CONTROL
 KF0368
 KF0368  NGVD 29 (??/??/92)  407.344  (m)         1336.43   (f) ADJ UNCH    2 0
 KF0368
 KF0368.Superseded values are not recommended for survey control.
 KF0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0368.See file dsdata.txt to determine how the superseded data were derived.
 KF0368
 KF0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ576860(NAD 83)
 KF0368_MARKER: DD = SURVEY DISK
 KF0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0368_STAMPING: J 113 1934
 KF0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0368+STABILITY: SURFACE MOTION
 KF0368
 KF0368  HISTORY     - Date     Condition        Report By
 KF0368  HISTORY     - 1934     MONUMENTED       CGS
 KF0368  HISTORY     - 1965     GOOD             NGS
 KF0368
 KF0368                          STATION DESCRIPTION
 KF0368
 KF0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0368'2 MI SW FROM PALMER.
 KF0368'2.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KF0368'THE STATION AT PALMER, AT A GRAVEL ROAD CROSSING, 115 FEET
 KF0368'SOUTHWEST OF CENTER OF THE CROSSING, 31 FEET SOUTH OF THE END
 KF0368'RIGHT-OF-WAY FENCE POST, 22 FEET NORTHWEST OF NORTHWEST RAIL,
 KF0368'14 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE AND 1 FOOT
 KF0368'NORTH OF A METAL WITNESS POST AND SIGN.  A STATE SURVEY DISK,
 KF0368'STAMPED, J 113 1934, AND SET IN THE TOP OF A CONCRETE POST AND
 KF0368'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1212 ***********************************************************************
 KF1212  DESIGNATION -  J 114 RESET
 KF1212  PID         -  KF1212
 KF1212  STATE/COUNTY-  KS/MARSHALL
 KF1212  USGS QUAD   -  FRANKFORT (1969)
 KF1212
 KF1212                         *CURRENT SURVEY CONTROL
 KF1212  ___________________________________________________________________
 KF1212* NAD 83(1986)-  39 41 49.     (N)    096 25 08.     (W)     SCALED    
 KF1212* NAVD 88     -       352.16   (meters)    1155.4    (feet)  RESET     
 KF1212  ___________________________________________________________________
 KF1212  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 KF1212
 KF1212  VERT ORDER  -  THIRD
 KF1212
 KF1212.The horizontal coordinates were scaled from a topographic map and have
 KF1212.an estimated accuracy of +/- 6 seconds.
 KF1212
 KF1212.The orthometric height was computed from unverified reset data.
 KF1212
 KF1212.The geoid height was determined by GEOID03.
 KF1212
 KF1212;                    North         East    Units  Estimated Accuracy
 KF1212;SPC KS N     -   152,560.      535,600.      MT  (+/- 180 meters Scaled)
 KF1212
 KF1212                          SUPERSEDED SURVEY CONTROL
 KF1212
 KF1212  NGVD 29 (03/09/04)  352.03   (m)         1155.0    (f) RESET       3  
 KF1212
 KF1212.Superseded values are not recommended for survey control.
 KF1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1212.See file dsdata.txt to determine how the superseded data were derived.
 KF1212
 KF1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ213973(NAD 83)
 KF1212_MARKER: DV = VERTICAL CONTROL DISK
 KF1212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF1212_SP_SET: BRIDGE HANDRAIL
 KF1212_STAMPING: J 114 RESET 1985
 KF1212_MARK LOGO: NGS   
 KF1212_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF1212
 KF1212  HISTORY     - Date     Condition        Report By
 KF1212  HISTORY     - 1985     MONUMENTED       KSDT
 KF1212
 KF1212                          STATION DESCRIPTION
 KF1212
 KF1212'DESCRIBED BY KANSAS DEPARTMENT OF TRANSPORTATION 1985
 KF1212'IN FRANKFORT, SET INTO THE TOP OF THE HANDRAIL AT THE NORTHEAST CORNER
 KF1212'OF THE STATE HIGHWAY 99 BRIDGE OVER THE BLACK VERMILLION CREEK, 22.5
 KF1212'FEET RIGHT OF K-99 STATION 50+20.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0389 ***********************************************************************
 KF0389  DESIGNATION -  J 116
 KF0389  PID         -  KF0389
 KF0389  STATE/COUNTY-  KS/CLAY
 KF0389  USGS QUAD   -  CLAY CENTER NW (1964)
 KF0389
 KF0389                         *CURRENT SURVEY CONTROL
 KF0389  ___________________________________________________________________
 KF0389* NAD 83(1986)-  39 28 06.     (N)    097 12 29.     (W)     SCALED    
 KF0389* NAVD 88     -       376.356  (meters)    1234.76   (feet)  ADJUSTED  
 KF0389  ___________________________________________________________________
 KF0389  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 KF0389  DYNAMIC HT  -         376.141 (meters)    1234.06  (feet)  COMP
 KF0389  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 KF0389
 KF0389  VERT ORDER  -  SECOND    CLASS 0
 KF0389
 KF0389.The horizontal coordinates were scaled from a topographic map and have
 KF0389.an estimated accuracy of +/- 6 seconds.
 KF0389
 KF0389.The orthometric height was determined by differential leveling
 KF0389.and adjusted by the National Geodetic Survey in June 1991..
 KF0389
 KF0389.The geoid height was determined by GEOID03.
 KF0389
 KF0389.The dynamic height is computed by dividing the NAVD 88
 KF0389.geopotential number by the normal gravity value computed on the
 KF0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0389.degrees latitude (g = 980.6199 gals.).
 KF0389
 KF0389.The modeled gravity was interpolated from observed gravity values.
 KF0389
 KF0389;                    North         East    Units  Estimated Accuracy
 KF0389;SPC KS N     -   126,300.      468,150.      MT  (+/- 180 meters Scaled)
 KF0389
 KF0389                          SUPERSEDED SURVEY CONTROL
 KF0389
 KF0389  NGVD 29 (??/??/92)  376.251  (m)         1234.42   (f) ADJ UNCH    2 0
 KF0389
 KF0389.Superseded values are not recommended for survey control.
 KF0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0389.See file dsdata.txt to determine how the superseded data were derived.
 KF0389
 KF0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ541702(NAD 83)
 KF0389_MARKER: DB = BENCH MARK DISK
 KF0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0389_STAMPING: J-116 1934
 KF0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0389+STABILITY: SURFACE MOTION
 KF0389
 KF0389  HISTORY     - Date     Condition        Report By
 KF0389  HISTORY     - 1934     MONUMENTED       CGS
 KF0389  HISTORY     - 1961     MARK NOT FOUND   USGS
 KF0389
 KF0389                          STATION DESCRIPTION
 KF0389
 KF0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0389'AT MORGANVILLE.
 KF0389'ON UNION PACIFIC RAILROAD 4 POLES NORTH OF STATION.  20 FEET
 KF0389'WEST CENTER LINE OF TRACKS, AND 15 FEET WEST SWITCH FOR SIDING.
 KF0389
 KF0389                          STATION RECOVERY (1961)
 KF0389
 KF0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KF0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0402 ***********************************************************************
 KF0402  DESIGNATION -  J 117
 KF0402  PID         -  KF0402
 KF0402  STATE/COUNTY-  KS/CLAY
 KF0402  USGS QUAD   -  WAKEFIELD (1964)
 KF0402
 KF0402                         *CURRENT SURVEY CONTROL
 KF0402  ___________________________________________________________________
 KF0402* NAD 83(1986)-  39 12 47.     (N)    097 00 22.     (W)     SCALED    
 KF0402* NAVD 88     -       350.141  (meters)    1148.75   (feet)  ADJUSTED  
 KF0402  ___________________________________________________________________
 KF0402  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 KF0402  DYNAMIC HT  -         349.914 (meters)    1148.01  (feet)  COMP
 KF0402  MODELED GRAV-     979,968.3   (mgal)                       NAVD 88
 KF0402
 KF0402  VERT ORDER  -  SECOND    CLASS 0
 KF0402
 KF0402.The horizontal coordinates were scaled from a topographic map and have
 KF0402.an estimated accuracy of +/- 6 seconds.
 KF0402
 KF0402.The orthometric height was determined by differential leveling
 KF0402.and adjusted by the National Geodetic Survey in June 1991..
 KF0402
 KF0402.The geoid height was determined by GEOID03.
 KF0402
 KF0402.The dynamic height is computed by dividing the NAVD 88
 KF0402.geopotential number by the normal gravity value computed on the
 KF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0402.degrees latitude (g = 980.6199 gals.).
 KF0402
 KF0402.The modeled gravity was interpolated from observed gravity values.
 KF0402
 KF0402;                    North         East    Units  Estimated Accuracy
 KF0402;SPC KS N     -    98,130.      485,830.      MT  (+/- 180 meters Scaled)
 KF0402
 KF0402                          SUPERSEDED SURVEY CONTROL
 KF0402
 KF0402  NGVD 29 (??/??/92)  350.019  (m)         1148.35   (f) ADJ UNCH    2 0
 KF0402
 KF0402.Superseded values are not recommended for survey control.
 KF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0402.See file dsdata.txt to determine how the superseded data were derived.
 KF0402
 KF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ721423(NAD 83)
 KF0402_MARKER: DB = BENCH MARK DISK
 KF0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0402_STAMPING: J-117 1934
 KF0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0402+STABILITY: SURFACE MOTION
 KF0402
 KF0402  HISTORY     - Date     Condition        Report By
 KF0402  HISTORY     - 1934     MONUMENTED       CGS
 KF0402  HISTORY     - 1962     MARK NOT FOUND   USGS
 KF0402
 KF0402                          STATION DESCRIPTION
 KF0402
 KF0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0402'AT WAKEFIELD.
 KF0402'ON UNION PACIFIC RAILROAD 45 FEET WEST CENTER LINE OF TRACKS,
 KF0402'AND 75 FEET SOUTH OF STATION.  IN A PARK, AND UNDER GUY-WIRE
 KF0402'OF TELEPHONE POLE.
 KF0402
 KF0402                          STATION RECOVERY (1962)
 KF0402
 KF0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 KF0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0448 ***********************************************************************
 KF0448  DESIGNATION -  J 118
 KF0448  PID         -  KF0448
 KF0448  STATE/COUNTY-  KS/CLAY
 KF0448  USGS QUAD   -  CLAY CENTER NW (1964)
 KF0448
 KF0448                         *CURRENT SURVEY CONTROL
 KF0448  ___________________________________________________________________
 KF0448* NAD 83(1986)-  39 22 47.     (N)    097 12 09.     (W)     SCALED    
 KF0448* NAVD 88     -       385.058  (meters)    1263.31   (feet)  ADJUSTED  
 KF0448  ___________________________________________________________________
 KF0448  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 KF0448  DYNAMIC HT  -         384.838 (meters)    1262.59  (feet)  COMP
 KF0448  MODELED GRAV-     980,042.8   (mgal)                       NAVD 88
 KF0448
 KF0448  VERT ORDER  -  SECOND    CLASS 0
 KF0448
 KF0448.The horizontal coordinates were scaled from a topographic map and have
 KF0448.an estimated accuracy of +/- 6 seconds.
 KF0448
 KF0448.The orthometric height was determined by differential leveling
 KF0448.and adjusted by the National Geodetic Survey in June 1991..
 KF0448
 KF0448.The geoid height was determined by GEOID03.
 KF0448
 KF0448.The dynamic height is computed by dividing the NAVD 88
 KF0448.geopotential number by the normal gravity value computed on the
 KF0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0448.degrees latitude (g = 980.6199 gals.).
 KF0448
 KF0448.The modeled gravity was interpolated from observed gravity values.
 KF0448
 KF0448;                    North         East    Units  Estimated Accuracy
 KF0448;SPC KS N     -   116,460.      468,710.      MT  (+/- 180 meters Scaled)
 KF0448
 KF0448                          SUPERSEDED SURVEY CONTROL
 KF0448
 KF0448  NGVD 29 (??/??/92)  384.960  (m)         1262.99   (f) ADJ UNCH    2 0
 KF0448
 KF0448.Superseded values are not recommended for survey control.
 KF0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0448.See file dsdata.txt to determine how the superseded data were derived.
 KF0448
 KF0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ548604(NAD 83)
 KF0448_MARKER: DD = SURVEY DISK
 KF0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0448_STAMPING: J 118 1934
 KF0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0448+STABILITY: SURFACE MOTION
 KF0448
 KF0448  HISTORY     - Date     Condition        Report By
 KF0448  HISTORY     - 1934     MONUMENTED       CGS
 KF0448  HISTORY     - 1965     GOOD             NGS
 KF0448
 KF0448                          STATION DESCRIPTION
 KF0448
 KF0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0448'4.2 MI W FROM CLAY CENTER.
 KF0448'ABOUT 4.2 MILES WEST ALONG U.S. HIGHWAY 24 FROM THE UNION PACIFIC
 KF0448'RAILROAD STATION AT CLAY CENTER, AT A CROSS ROAD, 58 FEET SOUTH
 KF0448'OF THE CENTERLINE OF THE HIGHWAY, 23 FEET WEST OF THE CENTERLINE
 KF0448'OF THE GRAVELED ROAD, 1 FOOT EAST OF THE FENCE CORNER AND 1 FOOT
 KF0448'NORTH OF A METAL WITNESS POST.  A STATE SURVEY STANDARD DISK,
 KF0448'STAMPED, J 118 1934 SET IN THE TOP OF A CONCRETE POST PROJECTING
 KF0448'2-INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0321 ***********************************************************************
 KG0321  DESIGNATION -  J 12
 KG0321  PID         -  KG0321
 KG0321  STATE/COUNTY-  KS/TREGO
 KG0321  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0321
 KG0321                         *CURRENT SURVEY CONTROL
 KG0321  ___________________________________________________________________
 KG0321* NAD 83(1986)-  39 07 00.     (N)    099 53 18.     (W)     SCALED    
 KG0321* NAVD 88     -       691.840  (meters)    2269.81   (feet)  POSTED    
 KG0321  ___________________________________________________________________
 KG0321  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 KG0321  DYNAMIC HT  -         691.320 (meters)    2268.11  (feet)  COMP
 KG0321  MODELED GRAV-     979,859.6   (mgal)                       NAVD 88
 KG0321
 KG0321  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KG0321
 KG0321.The horizontal coordinates were scaled from a topographic map and have
 KG0321.an estimated accuracy of +/- 6 seconds.
 KG0321
 KG0321.The orthometric height was determined by differential leveling
 KG0321.and adjusted by the National Geodetic Survey in 1992..
 KG0321.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KG0321.rate of 1.1 thru 2.0 mm/km.
 KG0321
 KG0321.The geoid height was determined by GEOID03.
 KG0321
 KG0321.The dynamic height is computed by dividing the NAVD 88
 KG0321.geopotential number by the normal gravity value computed on the
 KG0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0321.degrees latitude (g = 980.6199 gals.).
 KG0321
 KG0321.The modeled gravity was interpolated from observed gravity values.
 KG0321
 KG0321;                    North         East    Units  Estimated Accuracy
 KG0321;SPC KS N     -    88,660.      236,710.      MT  (+/- 180 meters Scaled)
 KG0321
 KG0321                          SUPERSEDED SURVEY CONTROL
 KG0321
 KG0321  NGVD 29 (??/??/92)  691.553  (m)         2268.87   (f) ADJ UNCH    1 2
 KG0321
 KG0321.Superseded values are not recommended for survey control.
 KG0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0321.See file dsdata.txt to determine how the superseded data were derived.
 KG0321
 KG0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ232300(NAD 83)
 KG0321_MARKER: DB = BENCH MARK DISK
 KG0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0321_STAMPING: J-12 -- 1933
 KG0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0321+STABILITY: SURFACE MOTION
 KG0321
 KG0321  HISTORY     - Date     Condition        Report By
 KG0321  HISTORY     - 1933     MONUMENTED       CGS
 KG0321
 KG0321                          STATION DESCRIPTION
 KG0321
 KG0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KG0321'6.9 MI N FROM WAKEENEY.
 KG0321'IS LOCATED 6.9 MILES NORTH OF ALONG STATE HY. NO. 21.  THE COUNTY
 KG0321'COURT HOUSE IN WAKEENEY, AT INTERSECTION OF COUNTY ROAD AND
 KG0321'STATE HIGHWAY, 37 FT. SOUTH OF CENTER OF COUNTY ROAD, 31 FT.
 KG0321'WEST OF CENTER OF HIGHWAY.  STANDARD TABLET SET IN TOP OF
 KG0321'CONCRETE POST 6 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0322 ***********************************************************************
 KG0322  DESIGNATION -  J 12 RESET
 KG0322  PID         -  KG0322
 KG0322  STATE/COUNTY-  KS/TREGO
 KG0322  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0322
 KG0322                         *CURRENT SURVEY CONTROL
 KG0322  ___________________________________________________________________
 KG0322* NAD 83(1986)-  39 07 00.     (N)    099 53 18.     (W)     SCALED    
 KG0322* NAVD 88     -       691.97   (+/-2cm)    2270.2    (feet)  VERTCON   
 KG0322  ___________________________________________________________________
 KG0322  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 KG0322
 KG0322  VERT ORDER  -  THIRD (See Below)
 KG0322
 KG0322.The horizontal coordinates were scaled from a topographic map and have
 KG0322.an estimated accuracy of +/- 6 seconds.
 KG0322
 KG0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0322.The vertical order pertains to the NGVD 29 superseded value.
 KG0322
 KG0322.The geoid height was determined by GEOID03.
 KG0322
 KG0322;                    North         East    Units  Estimated Accuracy
 KG0322;SPC KS N     -    88,660.      236,710.      MT  (+/- 180 meters Scaled)
 KG0322
 KG0322                          SUPERSEDED SURVEY CONTROL
 KG0322
 KG0322  NGVD 29 (03/09/04)  691.68   (m)         2269.3    (f) RESET       3  
 KG0322
 KG0322.Superseded values are not recommended for survey control.
 KG0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0322.See file dsdata.txt to determine how the superseded data were derived.
 KG0322
 KG0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ232300(NAD 83)
 KG0322_MARKER: DB = BENCH MARK DISK
 KG0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0322_SP_SET: CONCRETE POST
 KG0322_STAMPING: J 12 RESET 1955
 KG0322_MARK LOGO: CGS   
 KG0322_PROJECTION: FLUSH
 KG0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0322+STABILITY: SURFACE MOTION
 KG0322
 KG0322  HISTORY     - Date     Condition        Report By
 KG0322  HISTORY     - 1955     MONUMENTED       LOCENG
 KG0322  HISTORY     - 1986     GOOD             NGS
 KG0322
 KG0322                          STATION DESCRIPTION
 KG0322
 KG0322'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 KG0322'6 MI N FROM WAKEENEY.
 KG0322'6.0 MILES NORTH ALONG U.S. HIGHWAY 283 FROM WAKEENEY, THENCE
 KG0322'1.0 MILE WEST ALONG TREGO COUNTY ROAD 418, IN THE NORTHEAST
 KG0322'CORNER OF SECTION 8, T 11 S, R 23 W, 6TH PM, 50 FEET SOUTH OF
 KG0322'THE NORTH LINE OF THE SECTION, 33 FEET WEST OF THE EAST LINE
 KG0322'OF THE SECTION, AND UNDER THE NORTH-AND-SOUTH FENCE.
 KG0322
 KG0322                          STATION RECOVERY (1986)
 KG0322
 KG0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0322'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO DURING THIS SURVEY.  NEW
 KG0322'DESCRIPTION FOLLOWS.  10.00 KM (6.25 MI) NORTH ALONG US HIGHWAY 283
 KG0322'FROM THE HIGH SCHOOL AT WAKEENEY, THENCE 1.60 KM (1.00 MI) WEST ALONG
 KG0322'COUNTY ROAD 422, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT
 KG0322'ROAD, 14.3 METERS (47 FT) SOUTH OF THE CENTER OF THE ROAD, 8.5 METERS
 KG0322'(28 FT) WEST OF THE CENTER OF THE DIRT ROAD, 3.5 METERS (11.5 FT)
 KG0322'SOUTH OF A FENCE CORNER AND 0.6 METER (2 FT) WEST OF A FENCE.
 KG0322'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST
 KG0322'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0117 ***********************************************************************
 KF0117  DESIGNATION -  J 120
 KF0117  PID         -  KF0117
 KF0117  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0117  USGS QUAD   -  ONAGA NE (1964)
 KF0117
 KF0117                         *CURRENT SURVEY CONTROL
 KF0117  ___________________________________________________________________
 KF0117* NAD 83(1986)-  39 28 42.     (N)    096 06 03.     (W)     SCALED    
 KF0117* NAVD 88     -       401.013  (meters)    1315.66   (feet)  ADJUSTED  
 KF0117  ___________________________________________________________________
 KF0117  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 KF0117  DYNAMIC HT  -         400.757 (meters)    1314.82  (feet)  COMP
 KF0117  MODELED GRAV-     979,977.0   (mgal)                       NAVD 88
 KF0117
 KF0117  VERT ORDER  -  SECOND    CLASS 0
 KF0117
 KF0117.The horizontal coordinates were scaled from a topographic map and have
 KF0117.an estimated accuracy of +/- 6 seconds.
 KF0117
 KF0117.The orthometric height was determined by differential leveling
 KF0117.and adjusted by the National Geodetic Survey in June 1991..
 KF0117
 KF0117.The geoid height was determined by GEOID03.
 KF0117
 KF0117.The dynamic height is computed by dividing the NAVD 88
 KF0117.geopotential number by the normal gravity value computed on the
 KF0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0117.degrees latitude (g = 980.6199 gals.).
 KF0117
 KF0117.The modeled gravity was interpolated from observed gravity values.
 KF0117
 KF0117;                    North         East    Units  Estimated Accuracy
 KF0117;SPC KS N     -   128,820.      563,390.      MT  (+/- 180 meters Scaled)
 KF0117
 KF0117                          SUPERSEDED SURVEY CONTROL
 KF0117
 KF0117  NGVD 29 (??/??/92)  400.896  (m)         1315.27   (f) ADJ UNCH    2 0
 KF0117
 KF0117.Superseded values are not recommended for survey control.
 KF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0117.See file dsdata.txt to determine how the superseded data were derived.
 KF0117
 KF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ493738(NAD 83)
 KF0117_MARKER: DD = SURVEY DISK
 KF0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0117_STAMPING: J 120 1934
 KF0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0117+STABILITY: SURFACE MOTION
 KF0117
 KF0117  HISTORY     - Date     Condition        Report By
 KF0117  HISTORY     - 1934     MONUMENTED       CGS
 KF0117  HISTORY     - 1965     GOOD             NGS
 KF0117
 KF0117                          STATION DESCRIPTION
 KF0117
 KF0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0117'4.5 MI E FROM ONAGA.
 KF0117'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 16 FROM THE UNION
 KF0117'PACIFIC RAILROAD BRIDGE 37-1 AT ONAGA, POTTAWATOMIE COUNTY,
 KF0117'27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST
 KF0117'OF A T-FENCE CORNER POST, 2 FEET NORTH OF FENCE AND 1 FOOT WEST
 KF0117'OF A METAL WITNESS POST AND SIGN.  A STATE SURVEY STANDARD DISK,
 KF0117'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST AND PROJECTS
 KF0117'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0729 ***********************************************************************
 KE0729  DESIGNATION -  J 121
 KE0729  PID         -  KE0729
 KE0729  STATE/COUNTY-  KS/JACKSON
 KE0729  USGS QUAD   -  MAYETTA (1978)
 KE0729
 KE0729                         *CURRENT SURVEY CONTROL
 KE0729  ___________________________________________________________________
 KE0729* NAD 83(1986)-  39 18 11.     (N)    095 42 34.     (W)     SCALED    
 KE0729* NAVD 88     -       369.003  (meters)    1210.64   (feet)  ADJUSTED  
 KE0729  ___________________________________________________________________
 KE0729  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KE0729  DYNAMIC HT  -         368.766 (meters)    1209.86  (feet)  COMP
 KE0729  MODELED GRAV-     979,973.9   (mgal)                       NAVD 88
 KE0729
 KE0729  VERT ORDER  -  SECOND    CLASS 0
 KE0729
 KE0729.The horizontal coordinates were scaled from a topographic map and have
 KE0729.an estimated accuracy of +/- 6 seconds.
 KE0729
 KE0729.The orthometric height was determined by differential leveling
 KE0729.and adjusted by the National Geodetic Survey in June 1991..
 KE0729
 KE0729.The geoid height was determined by GEOID03.
 KE0729
 KE0729.The dynamic height is computed by dividing the NAVD 88
 KE0729.geopotential number by the normal gravity value computed on the
 KE0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0729.degrees latitude (g = 980.6199 gals.).
 KE0729
 KE0729.The modeled gravity was interpolated from observed gravity values.
 KE0729
 KE0729;                    North         East    Units  Estimated Accuracy
 KE0729;SPC KS N     -   110,150.      597,540.      MT  (+/- 180 meters Scaled)
 KE0729
 KE0729                          SUPERSEDED SURVEY CONTROL
 KE0729
 KE0729  NGVD 29 (??/??/92)  368.897  (m)         1210.29   (f) ADJ UNCH    2 0
 KE0729
 KE0729.Superseded values are not recommended for survey control.
 KE0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0729.See file dsdata.txt to determine how the superseded data were derived.
 KE0729
 KE0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD663539(NAD 83)
 KE0729_MARKER: DB = BENCH MARK DISK
 KE0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0729_STAMPING: J 121 1934
 KE0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0729+STABILITY: SURFACE MOTION
 KE0729
 KE0729  HISTORY     - Date     Condition        Report By
 KE0729  HISTORY     - 1934     MONUMENTED       CGS
 KE0729  HISTORY     - 1950     GOOD             NGS
 KE0729
 KE0729                          STATION DESCRIPTION
 KE0729
 KE0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0729'2.6 MI S FROM MAYETTA.
 KE0729'ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 48 FEET
 KE0729'SOUTH OF THE CENTER OF ROAD, 40 FEET WEST OF THE CENTER OF TRACK,
 KE0729'23 FEET SOUTH-SOUTHEAST OF FENCE CORNER AND 7 FEET EAST OF
 KE0729'RIGHT-OF-WAY FENCE.  THE DISK IS SET IN A CONCRETE POST PROJECTING
 KE0729'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0680 ***********************************************************************
 KE0680  DESIGNATION -  J 122
 KE0680  PID         -  KE0680
 KE0680  STATE/COUNTY-  KS/ATCHISON
 KE0680  USGS QUAD   -  POTTER (1979)
 KE0680
 KE0680                         *CURRENT SURVEY CONTROL
 KE0680  ___________________________________________________________________
 KE0680* NAD 83(1986)-  39 27 51.     (N)    095 14 44.     (W)     SCALED    
 KE0680* NAVD 88     -       300.368  (meters)     985.46   (feet)  ADJUSTED  
 KE0680  ___________________________________________________________________
 KE0680  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KE0680  DYNAMIC HT  -         300.180 (meters)     984.84  (feet)  COMP
 KE0680  MODELED GRAV-     979,995.8   (mgal)                       NAVD 88
 KE0680
 KE0680  VERT ORDER  -  SECOND    CLASS 0
 KE0680
 KE0680.The horizontal coordinates were scaled from a topographic map and have
 KE0680.an estimated accuracy of +/- 6 seconds.
 KE0680
 KE0680.The orthometric height was determined by differential leveling
 KE0680.and adjusted by the National Geodetic Survey in June 1991..
 KE0680
 KE0680.The geoid height was determined by GEOID03.
 KE0680
 KE0680.The dynamic height is computed by dividing the NAVD 88
 KE0680.geopotential number by the normal gravity value computed on the
 KE0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0680.degrees latitude (g = 980.6199 gals.).
 KE0680
 KE0680.The modeled gravity was interpolated from observed gravity values.
 KE0680
 KE0680;                    North         East    Units  Estimated Accuracy
 KE0680;SPC KS N     -   129,140.      637,000.      MT  (+/- 180 meters Scaled)
 KE0680
 KE0680                          SUPERSEDED SURVEY CONTROL
 KE0680
 KE0680  NGVD 29 (??/??/92)  300.262  (m)          985.11   (f) ADJ UNCH    2 0
 KE0680
 KE0680.Superseded values are not recommended for survey control.
 KE0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0680.See file dsdata.txt to determine how the superseded data were derived.
 KE0680
 KE0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD068706(NAD 83)
 KE0680_MARKER: DD = SURVEY DISK
 KE0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0680_STAMPING: J 122 1934
 KE0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0680+STABILITY: SURFACE MOTION
 KE0680
 KE0680  HISTORY     - Date     Condition        Report By
 KE0680  HISTORY     - 1934     MONUMENTED       KSHC
 KE0680  HISTORY     - 1950     MARK NOT FOUND   NGS
 KE0680
 KE0680                          STATION DESCRIPTION
 KE0680
 KE0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0680'AT CUMMINGS.
 KE0680'AT CUMMINGS, ATCHISON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 KE0680'FE RAILWAY, 40 FEET NORTH OF THE EAST END OF THE STATION, 100
 KE0680'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 59, 20 FEET NORTH
 KE0680'OF THE CENTERLINE OF THE TRACK, AND AT A FENCE.  A STATE SURVEY
 KE0680'STANDARD DISK, STAMPED J 122 1934 AND SET IN THE TOP OF A
 KE0680'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0675 ***********************************************************************
 KE0675  DESIGNATION -  J 123
 KE0675  PID         -  KE0675
 KE0675  STATE/COUNTY-  KS/JEFFERSON
 KE0675  USGS QUAD   -  VALLEY FALLS (1979)
 KE0675
 KE0675                         *CURRENT SURVEY CONTROL
 KE0675  ___________________________________________________________________
 KE0675* NAD 83(1986)-  39 20 24.     (N)    095 23 31.     (W)     SCALED    
 KE0675* NAVD 88     -       316.308  (meters)    1037.75   (feet)  ADJUSTED  
 KE0675  ___________________________________________________________________
 KE0675  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 KE0675  DYNAMIC HT  -         316.107 (meters)    1037.09  (feet)  COMP
 KE0675  MODELED GRAV-     979,983.9   (mgal)                       NAVD 88
 KE0675
 KE0675  VERT ORDER  -  SECOND    CLASS 0
 KE0675
 KE0675.The horizontal coordinates were scaled from a topographic map and have
 KE0675.an estimated accuracy of +/- 6 seconds.
 KE0675
 KE0675.The orthometric height was determined by differential leveling
 KE0675.and adjusted by the National Geodetic Survey in June 1991..
 KE0675
 KE0675.The geoid height was determined by GEOID03.
 KE0675
 KE0675.The dynamic height is computed by dividing the NAVD 88
 KE0675.geopotential number by the normal gravity value computed on the
 KE0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0675.degrees latitude (g = 980.6199 gals.).
 KE0675
 KE0675.The modeled gravity was interpolated from observed gravity values.
 KE0675
 KE0675;                    North         East    Units  Estimated Accuracy
 KE0675;SPC KS N     -   114,990.      624,800.      MT  (+/- 180 meters Scaled)
 KE0675
 KE0675                          SUPERSEDED SURVEY CONTROL
 KE0675
 KE0675  NGVD 29 (??/??/92)  316.208  (m)         1037.43   (f) ADJ UNCH    2 0
 KE0675
 KE0675.Superseded values are not recommended for survey control.
 KE0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0675.See file dsdata.txt to determine how the superseded data were derived.
 KE0675
 KE0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD938572(NAD 83)
 KE0675_MARKER: DD = SURVEY DISK
 KE0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0675_STAMPING: J 123 1934
 KE0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0675+STABILITY: SURFACE MOTION
 KE0675
 KE0675  HISTORY     - Date     Condition        Report By
 KE0675  HISTORY     - 1934     MONUMENTED       KSHC
 KE0675  HISTORY     - 1950     GOOD             NGS
 KE0675
 KE0675                          STATION DESCRIPTION
 KE0675
 KE0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0675'2.1 MI W FROM BOYLE.
 KE0675'2.1 MILES WEST ALONG STATE HIGHWAYS 4 AND 16 FROM THE POST
 KE0675'OFFICE AT BOYLE, JEFFERSON COUNTY, 0.2 MILE EAST OF A SCHOOLHOUSE,
 KE0675'AT THE EAST END OF A CUT, 31 FEET SOUTH OF THE CENTERLINE OF
 KE0675'THE HIGHWAY, 4 FEET SOUTHEAST OF A NORTHEAST FENCE CORNER, 3
 KE0675'FEET EAST OF THE FENCE, AND 1 FOOT LOWER THAN THE HIGHWAY.  A
 KE0675'STATE SURVEY STANDARD DISK, STAMPED J 123 1934 AND SET IN THE
 KE0675'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1263 ***********************************************************************
 JE1263  DESIGNATION -  J 13
 JE1263  PID         -  JE1263
 JE1263  STATE/COUNTY-  KS/LYON
 JE1263  USGS QUAD   -  READING (1971)
 JE1263
 JE1263                         *CURRENT SURVEY CONTROL
 JE1263  ___________________________________________________________________
 JE1263* NAD 83(1986)-  38 31 03.     (N)    095 57 23.     (W)     SCALED    
 JE1263* NAVD 88     -       329.425  (meters)    1080.79   (feet)  ADJUSTED  
 JE1263  ___________________________________________________________________
 JE1263  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JE1263  DYNAMIC HT  -         329.188 (meters)    1080.01  (feet)  COMP
 JE1263  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 JE1263
 JE1263  VERT ORDER  -  FIRST     CLASS II
 JE1263
 JE1263.The horizontal coordinates were scaled from a topographic map and have
 JE1263.an estimated accuracy of +/- 6 seconds.
 JE1263
 JE1263.The orthometric height was determined by differential leveling
 JE1263.and adjusted by the National Geodetic Survey in June 1991..
 JE1263
 JE1263.The geoid height was determined by GEOID03.
 JE1263
 JE1263.The dynamic height is computed by dividing the NAVD 88
 JE1263.geopotential number by the normal gravity value computed on the
 JE1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1263.degrees latitude (g = 980.6199 gals.).
 JE1263
 JE1263.The modeled gravity was interpolated from observed gravity values.
 JE1263
 JE1263;                    North         East    Units  Estimated Accuracy
 JE1263;SPC KS S     -   608,450.      621,800.      MT  (+/- 180 meters Scaled)
 JE1263
 JE1263                          SUPERSEDED SURVEY CONTROL
 JE1263
 JE1263  NGVD 29 (??/??/92)  329.281  (m)         1080.32   (f) ADJ UNCH    1 2
 JE1263
 JE1263.Superseded values are not recommended for survey control.
 JE1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1263.See file dsdata.txt to determine how the superseded data were derived.
 JE1263
 JE1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC422673(NAD 83)
 JE1263_MARKER: DB = BENCH MARK DISK
 JE1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1263_STAMPING: J 13 1933
 JE1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1263+STABILITY: SURFACE MOTION
 JE1263
 JE1263  HISTORY     - Date     Condition        Report By
 JE1263  HISTORY     - 1933     MONUMENTED       CGS
 JE1263  HISTORY     - 1951     GOOD             NGS
 JE1263  HISTORY     - 1968     GOOD             NGS
 JE1263  HISTORY     - 1978     GOOD             NGS
 JE1263
 JE1263                          STATION DESCRIPTION
 JE1263
 JE1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1263'AT READING.
 JE1263'AT READING, LYON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 JE1263'RAILWAY, 78 FEET SOUTH OF THE SOUTHEAST CORNER OF THE STATION,
 JE1263'85 FEET EAST OF THE NORTHEAST CORNER OF THE STOCKYARDS, AT A
 JE1263'ROAD CROSSING, 51 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 JE1263'TRACK, 38 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 5 FEET
 JE1263'EAST OF A POLE.  A STANDARD DISK, STAMPED J 13 1933 AND SET IN
 JE1263'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 JE1263'NOTE-- OLD RAILROAD DEPOT IS GONE.  A METAL WITNESS POST WAS SET
 JE1263'1 FOOT EAST OF THE MARK.
 JE1263
 JE1263                          STATION RECOVERY (1968)
 JE1263
 JE1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JE1263'RECOVERED IN GOOD CONDITION.
 JE1263
 JE1263                          STATION RECOVERY (1978)
 JE1263
 JE1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 JE1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0589 ***********************************************************************
 HF0589  DESIGNATION -  J 14
 HF0589  PID         -  HF0589
 HF0589  STATE/COUNTY-  KS/SUMNER
 HF0589  USGS QUAD   -  SOUTH HAVEN (1965)
 HF0589
 HF0589                         *CURRENT SURVEY CONTROL
 HF0589  ___________________________________________________________________
 HF0589* NAD 83(1986)-  37 02 33.     (N)    097 24 31.     (W)     SCALED    
 HF0589* NAVD 88     -       330.661  (meters)    1084.84   (feet)  ADJUSTED  
 HF0589  ___________________________________________________________________
 HF0589  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0589  DYNAMIC HT  -         330.386 (meters)    1083.94  (feet)  COMP
 HF0589  MODELED GRAV-     979,792.6   (mgal)                       NAVD 88
 HF0589
 HF0589  VERT ORDER  -  FIRST     CLASS II
 HF0589
 HF0589.The horizontal coordinates were scaled from a topographic map and have
 HF0589.an estimated accuracy of +/- 6 seconds.
 HF0589
 HF0589.The orthometric height was determined by differential leveling
 HF0589.and adjusted by the National Geodetic Survey in June 1991..
 HF0589
 HF0589.The geoid height was determined by GEOID03.
 HF0589
 HF0589.The dynamic height is computed by dividing the NAVD 88
 HF0589.geopotential number by the normal gravity value computed on the
 HF0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0589.degrees latitude (g = 980.6199 gals.).
 HF0589
 HF0589.The modeled gravity was interpolated from observed gravity values.
 HF0589
 HF0589;                    North         East    Units  Estimated Accuracy
 HF0589;SPC KS S     -   442,280.      497,100.      MT  (+/- 180 meters Scaled)
 HF0589
 HF0589                          SUPERSEDED SURVEY CONTROL
 HF0589
 HF0589  NGVD 29 (??/??/92)  330.551  (m)         1084.48   (f) ADJ UNCH    1 2
 HF0589
 HF0589.Superseded values are not recommended for survey control.
 HF0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0589.See file dsdata.txt to determine how the superseded data were derived.
 HF0589
 HF0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG415007(NAD 83)
 HF0589_MARKER: DB = BENCH MARK DISK
 HF0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0589_STAMPING: J 14 1933
 HF0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0589+STABILITY: SURFACE MOTION
 HF0589
 HF0589  HISTORY     - Date     Condition        Report By
 HF0589  HISTORY     - 1933     MONUMENTED       CGS
 HF0589  HISTORY     - 1943     GOOD             LOCSUR
 HF0589
 HF0589                          STATION DESCRIPTION
 HF0589
 HF0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0589'0.5 MI SW FROM SOUTH HAVEN.
 HF0589'ABOUT 0.5 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 HF0589'FE RAILWAY FROM SOUTH HAVEN, SUMNER COUNTY, AT THE NORTHWEST
 HF0589'CORNER OF THE CROSSING OF THE WELLINGTON-TONKAWA BRANCH, ABOUT
 HF0589'17 YARDS NORTH OF THE CENTER LINE OF THE MAIN TRACK, ABOUT 3
 HF0589'YARDS NORTHWEST OF A CORNER FENCE POST, AND ABOUT 2 YARDS NORTH
 HF0589'OF THE FENCE.  A STANDARD DISK, STAMPED J 14 1933 AND SET IN THE
 HF0589'TOP OF A CONCRETE POST.
 HF0589
 HF0589                          STATION RECOVERY (1943)
 HF0589
 HF0589'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 HF0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0186 ***********************************************************************
 HF0186  DESIGNATION -  J 15
 HF0186  PID         -  HF0186
 HF0186  STATE/COUNTY-  KS/COWLEY
 HF0186  USGS QUAD   -  DEXTER (1962)
 HF0186
 HF0186                         *CURRENT SURVEY CONTROL
 HF0186  ___________________________________________________________________
 HF0186* NAD 83(1986)-  37 10 46.     (N)    096 43 19.     (W)     SCALED    
 HF0186* NAVD 88     -       354.146  (meters)    1161.89   (feet)  ADJUSTED  
 HF0186  ___________________________________________________________________
 HF0186  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HF0186  DYNAMIC HT  -         353.849 (meters)    1160.92  (feet)  COMP
 HF0186  MODELED GRAV-     979,780.3   (mgal)                       NAVD 88
 HF0186
 HF0186  VERT ORDER  -  FIRST     CLASS II
 HF0186
 HF0186.The horizontal coordinates were scaled from a topographic map and have
 HF0186.an estimated accuracy of +/- 6 seconds.
 HF0186
 HF0186.The orthometric height was determined by differential leveling
 HF0186.and adjusted by the National Geodetic Survey in June 1991..
 HF0186
 HF0186.The geoid height was determined by GEOID03.
 HF0186
 HF0186.The dynamic height is computed by dividing the NAVD 88
 HF0186.geopotential number by the normal gravity value computed on the
 HF0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0186.degrees latitude (g = 980.6199 gals.).
 HF0186
 HF0186.The modeled gravity was interpolated from observed gravity values.
 HF0186
 HF0186;                    North         East    Units  Estimated Accuracy
 HF0186;SPC KS S     -   458,420.      557,890.      MT  (+/- 180 meters Scaled)
 HF0186
 HF0186                          SUPERSEDED SURVEY CONTROL
 HF0186
 HF0186  NGVD 29 (??/??/92)  354.010  (m)         1161.45   (f) ADJ UNCH    1 2
 HF0186
 HF0186.Superseded values are not recommended for survey control.
 HF0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0186.See file dsdata.txt to determine how the superseded data were derived.
 HF0186
 HF0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG022172(NAD 83)
 HF0186_MARKER: DB = BENCH MARK DISK
 HF0186_SETTING: 0 = UNSPECIFIED SETTING
 HF0186_STAMPING: J 15 1933
 HF0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0186
 HF0186  HISTORY     - Date     Condition        Report By
 HF0186  HISTORY     - 1933     MONUMENTED       CGS
 HF0186
 HF0186                          STATION DESCRIPTION
 HF0186
 HF0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0186'AT DEXTER.
 HF0186'AT THE WEST PART OF DEXTER, COWLEY COUNTY, ON THE MISSOURI
 HF0186'PACIFIC RAILROAD, ABOUT 38 POLES WEST OF MILEPOST 498, ABOUT
 HF0186'50 FEET SOUTH OF A ROAD CROSSING, AND ABOUT 40 FEET EAST OF
 HF0186'THE TRACK.  A STANDARD DISK, STAMPED J 15 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0516 ***********************************************************************
 KH0516  DESIGNATION -  J 150
 KH0516  PID         -  KH0516
 KH0516  STATE/COUNTY-  KS/CHEYENNE
 KH0516  USGS QUAD   -  ST FRANCIS (1978)
 KH0516
 KH0516                         *CURRENT SURVEY CONTROL
 KH0516  ___________________________________________________________________
 KH0516* NAD 83(1986)-  39 49 46.     (N)    101 50 31.     (W)     SCALED    
 KH0516* NAVD 88     -      1062.950  (meters)    3487.36   (feet)  ADJUSTED  
 KH0516  ___________________________________________________________________
 KH0516  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 KH0516  DYNAMIC HT  -        1062.121 (meters)    3484.64  (feet)  COMP
 KH0516  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 KH0516
 KH0516  VERT ORDER  -  SECOND    CLASS 0
 KH0516
 KH0516.The horizontal coordinates were scaled from a topographic map and have
 KH0516.an estimated accuracy of +/- 6 seconds.
 KH0516
 KH0516.The orthometric height was determined by differential leveling
 KH0516.and adjusted by the National Geodetic Survey in June 1991..
 KH0516
 KH0516.The geoid height was determined by GEOID03.
 KH0516
 KH0516.The dynamic height is computed by dividing the NAVD 88
 KH0516.geopotential number by the normal gravity value computed on the
 KH0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0516.degrees latitude (g = 980.6199 gals.).
 KH0516
 KH0516.The modeled gravity was interpolated from observed gravity values.
 KH0516
 KH0516;                    North         East    Units  Estimated Accuracy
 KH0516;SPC KS N     -   173,070.       71,200.      MT  (+/- 180 meters Scaled)
 KH0516
 KH0516                          SUPERSEDED SURVEY CONTROL
 KH0516
 KH0516  NGVD 29 (??/??/92) 1062.501  (m)         3485.89   (f) ADJ UNCH    2 0
 KH0516
 KH0516.Superseded values are not recommended for survey control.
 KH0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0516.See file dsdata.txt to determine how the superseded data were derived.
 KH0516
 KH0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK567126(NAD 83)
 KH0516_MARKER: DB = BENCH MARK DISK
 KH0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0516_STAMPING: J 150 1934
 KH0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0516+STABILITY: SURFACE MOTION
 KH0516
 KH0516  HISTORY     - Date     Condition        Report By
 KH0516  HISTORY     - 1934     MONUMENTED       CGS
 KH0516
 KH0516                          STATION DESCRIPTION
 KH0516
 KH0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0516'5.6 MI NW FROM ST FRANCIS.
 KH0516'5.6 MILES NORTHWEST OF BURLINGTON STATION AT ST. FRANCIS 75
 KH0516'FEET EAST OF CENTERLINE OF STATE HIGHWAY 27, 14 FEET SOUTH OF
 KH0516'CENTERLINE OF A SIDE ROAD TO THE EAST, 5 FEET NORTHEAST OF ROY
 KH0516'A. JEFFERIES MAIL BOX, ON OUTSIDE OF RIGHT ANGLE CURVE ON HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0010 ***********************************************************************
 JH0010  DESIGNATION -  J 151
 JH0010  PID         -  JH0010
 JH0010  STATE/COUNTY-  KS/GOVE
 JH0010  USGS QUAD   -  ORION SE (1974)
 JH0010
 JH0010                         *CURRENT SURVEY CONTROL
 JH0010  ___________________________________________________________________
 JH0010* NAD 83(1986)-  38 50 38.     (N)    100 30 07.     (W)     SCALED    
 JH0010* NAVD 88     -       818.556  (meters)    2685.55   (feet)  ADJUSTED  
 JH0010  ___________________________________________________________________
 JH0010  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 JH0010  DYNAMIC HT  -         817.900 (meters)    2683.39  (feet)  COMP
 JH0010  MODELED GRAV-     979,798.5   (mgal)                       NAVD 88
 JH0010
 JH0010  VERT ORDER  -  SECOND    CLASS 0
 JH0010
 JH0010.The horizontal coordinates were scaled from a topographic map and have
 JH0010.an estimated accuracy of +/- 6 seconds.
 JH0010
 JH0010.The orthometric height was determined by differential leveling
 JH0010.and adjusted by the National Geodetic Survey in June 1991..
 JH0010
 JH0010.The geoid height was determined by GEOID03.
 JH0010
 JH0010.The dynamic height is computed by dividing the NAVD 88
 JH0010.geopotential number by the normal gravity value computed on the
 JH0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0010.degrees latitude (g = 980.6199 gals.).
 JH0010
 JH0010.The modeled gravity was interpolated from observed gravity values.
 JH0010
 JH0010;                    North         East    Units  Estimated Accuracy
 JH0010;SPC KS N     -    59,680.      182,820.      MT  (+/- 180 meters Scaled)
 JH0010
 JH0010                          SUPERSEDED SURVEY CONTROL
 JH0010
 JH0010  NGVD 29 (??/??/92)  818.241  (m)         2684.51   (f) ADJ UNCH    2 0
 JH0010
 JH0010.Superseded values are not recommended for survey control.
 JH0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0010.See file dsdata.txt to determine how the superseded data were derived.
 JH0010
 JH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ696005(NAD 83)
 JH0010_MARKER: DB = BENCH MARK DISK
 JH0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0010_STAMPING: J 151 1934
 JH0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0010+STABILITY: SURFACE MOTION
 JH0010
 JH0010  HISTORY     - Date     Condition        Report By
 JH0010  HISTORY     - 1934     MONUMENTED       CGS
 JH0010
 JH0010                          STATION DESCRIPTION
 JH0010
 JH0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0010'8.6 MI S FROM GOVE.
 JH0010'8.6 MILES SOUTH ALONG A SURFACED ROAD (OLD STATE HIGHWAY 23)
 JH0010'FROM THE COURTHOUSE AT GOVE, GOVE COUNTY, 33 FEET EAST OF THE
 JH0010'CENTER LINE OF THE ROAD, AT THE POINT WHERE THE RIGHT-OF-WAY
 JH0010'FENCE JOGS EAST FOR 20 FEET, AND IN A FENCE CORNER.  A STANDARD
 JH0010'DISK, STAMPED J 181 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0054 ***********************************************************************
 KH0054  DESIGNATION -  J 152
 KH0054  PID         -  KH0054
 KH0054  STATE/COUNTY-  KS/SHERIDAN
 KH0054  USGS QUAD   -  HOXIE NW (1979)
 KH0054
 KH0054                         *CURRENT SURVEY CONTROL
 KH0054  ___________________________________________________________________
 KH0054* NAD 83(1986)-  39 26 36.     (N)    100 26 32.     (W)     SCALED    
 KH0054* NAVD 88     -       846.674  (meters)    2777.80   (feet)  ADJUSTED  
 KH0054  ___________________________________________________________________
 KH0054  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 KH0054  DYNAMIC HT  -         846.040 (meters)    2775.72  (feet)  COMP
 KH0054  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 KH0054
 KH0054  VERT ORDER  -  SECOND    CLASS 0
 KH0054
 KH0054.The horizontal coordinates were scaled from a topographic map and have
 KH0054.an estimated accuracy of +/- 6 seconds.
 KH0054
 KH0054.The orthometric height was determined by differential leveling
 KH0054.and adjusted by the National Geodetic Survey in June 1991..
 KH0054
 KH0054.The geoid height was determined by GEOID03.
 KH0054
 KH0054.The dynamic height is computed by dividing the NAVD 88
 KH0054.geopotential number by the normal gravity value computed on the
 KH0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0054.degrees latitude (g = 980.6199 gals.).
 KH0054
 KH0054.The modeled gravity was interpolated from observed gravity values.
 KH0054
 KH0054;                    North         East    Units  Estimated Accuracy
 KH0054;SPC KS N     -   126,060.      189,800.      MT  (+/- 180 meters Scaled)
 KH0054
 KH0054                          SUPERSEDED SURVEY CONTROL
 KH0054
 KH0054  NGVD 29 (??/??/92)  846.365  (m)         2776.78   (f) ADJ UNCH    2 0
 KH0054
 KH0054.Superseded values are not recommended for survey control.
 KH0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0054.See file dsdata.txt to determine how the superseded data were derived.
 KH0054
 KH0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ758669(NAD 83)
 KH0054_MARKER: DB = BENCH MARK DISK
 KH0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0054_STAMPING: J 152 1934
 KH0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0054+STABILITY: SURFACE MOTION
 KH0054
 KH0054  HISTORY     - Date     Condition        Report By
 KH0054  HISTORY     - 1934     MONUMENTED       CGS
 KH0054  HISTORY     - 1941     GOOD             NGS
 KH0054
 KH0054                          STATION DESCRIPTION
 KH0054
 KH0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0054'6.9 MI N FROM HOXIE.
 KH0054'6.9 MILES NORTH OF UNION PACIFIC STATION AT HOXIE 0.3 MILE NORTH
 KH0054'OF A CROSS ROADS, ABOUT 500 FEET NORTH OF A WHITE RANCH HOUSE,
 KH0054'30 FEET WEST OF CENTERLINE OF STATE HIGHWAY 23, 5 FEET NORTHWEST
 KH0054'OF A TREE AND 2 FEET SOUTHWEST OF FENCE CORNER.
 KH0054
 KH0054                          STATION RECOVERY (1941)
 KH0054
 KH0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KH0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0055 ***********************************************************************
 KH0055  DESIGNATION -  J 152 RESET
 KH0055  PID         -  KH0055
 KH0055  STATE/COUNTY-  KS/SHERIDAN
 KH0055  USGS QUAD   -  HOXIE NW (1979)
 KH0055
 KH0055                         *CURRENT SURVEY CONTROL
 KH0055  ___________________________________________________________________
 KH0055* NAD 83(1986)-  39 26 37.     (N)    100 26 30.     (W)     SCALED    
 KH0055* NAVD 88     -       846.56   (meters)    2777.4    (feet)  RESET     
 KH0055  ___________________________________________________________________
 KH0055  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 KH0055
 KH0055  VERT ORDER  -  THIRD
 KH0055
 KH0055.The horizontal coordinates were scaled from a topographic map and have
 KH0055.an estimated accuracy of +/- 6 seconds.
 KH0055
 KH0055.The orthometric height was computed from unverified reset data.
 KH0055
 KH0055.The geoid height was determined by GEOID03.
 KH0055
 KH0055;                    North         East    Units  Estimated Accuracy
 KH0055;SPC KS N     -   126,090.      189,850.      MT  (+/- 180 meters Scaled)
 KH0055
 KH0055                          SUPERSEDED SURVEY CONTROL
 KH0055
 KH0055.No superseded survey control is available for this station.
 KH0055
 KH0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ759669(NAD 83)
 KH0055_MARKER: DB = BENCH MARK DISK
 KH0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0055_STAMPING: J-152 RESET 1946
 KH0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0055+STABILITY: SURFACE MOTION
 KH0055
 KH0055  HISTORY     - Date     Condition        Report By
 KH0055  HISTORY     - 1946     MONUMENTED       CGS
 KH0055
 KH0055                          STATION DESCRIPTION
 KH0055
 KH0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KH0055'6.5 MI N FROM HOXIE.
 KH0055'ABOUT 6.5 MILES NORTH ALONG STATE HIGHWAY K-23, FROM THE UNION
 KH0055'PACIFIC RAILROAD STATION AT HOXIE, SHERIDAN COUNTY.  ABOUT 0.3
 KH0055'MILES NORTH OF A CROSSROAD, ABOUT 500 FT NORTH OF A RANCH HOUSE.
 KH0055'ABOUT 800 FT SOUTH OF THE E 1/4 SEC. 16, T7S, R28W.  IN THE WEST
 KH0055'FENCE LINE AND ABOUT 75 FT NW OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0025 ***********************************************************************
 KH0025  DESIGNATION -  J 153
 KH0025  PID         -  KH0025
 KH0025  STATE/COUNTY-  KS/DECATUR
 KH0025  USGS QUAD   -  JENNINGS (1978)
 KH0025
 KH0025                         *CURRENT SURVEY CONTROL
 KH0025  ___________________________________________________________________
 KH0025* NAD 83(1986)-  39 38 47.     (N)    100 21 31.     (W)     SCALED    
 KH0025* NAVD 88     -       792.331  (meters)    2599.51   (feet)  ADJUSTED  
 KH0025  ___________________________________________________________________
 KH0025  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 KH0025  DYNAMIC HT  -         791.764 (meters)    2597.65  (feet)  COMP
 KH0025  MODELED GRAV-     979,884.7   (mgal)                       NAVD 88
 KH0025
 KH0025  VERT ORDER  -  SECOND    CLASS 0
 KH0025
 KH0025.The horizontal coordinates were scaled from a topographic map and have
 KH0025.an estimated accuracy of +/- 6 seconds.
 KH0025
 KH0025.The orthometric height was determined by differential leveling
 KH0025.and adjusted by the National Geodetic Survey in June 1991..
 KH0025
 KH0025.The geoid height was determined by GEOID03.
 KH0025
 KH0025.The dynamic height is computed by dividing the NAVD 88
 KH0025.geopotential number by the normal gravity value computed on the
 KH0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0025.degrees latitude (g = 980.6199 gals.).
 KH0025
 KH0025.The modeled gravity was interpolated from observed gravity values.
 KH0025
 KH0025;                    North         East    Units  Estimated Accuracy
 KH0025;SPC KS N     -   148,400.      197,580.      MT  (+/- 180 meters Scaled)
 KH0025
 KH0025                          SUPERSEDED SURVEY CONTROL
 KH0025
 KH0025  NGVD 29 (??/??/92)  792.024  (m)         2598.50   (f) ADJ UNCH    2 0
 KH0025
 KH0025.Superseded values are not recommended for survey control.
 KH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0025.See file dsdata.txt to determine how the superseded data were derived.
 KH0025
 KH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ834893(NAD 83)
 KH0025_MARKER: DB = BENCH MARK DISK
 KH0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0025_STAMPING: J 153 1934
 KH0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0025+STABILITY: SURFACE MOTION
 KH0025
 KH0025  HISTORY     - Date     Condition        Report By
 KH0025  HISTORY     - 1934     MONUMENTED       CGS
 KH0025  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0025
 KH0025                          STATION DESCRIPTION
 KH0025
 KH0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0025'4.4 MI SW FROM JENNINGS.
 KH0025'4.4 MILES SOUTHWEST OF THE ROCK ISLAND STATION JENNINGS ABOUT
 KH0025'200 FEET EAST OF MILEPOST 346.30.  AT POINT WHERE A FARM ROAD
 KH0025'CROSSES TRACK, 27 FEET NORTH OF CENTERLINE OF C.R.I. AND P. RR
 KH0025'TRACK, AND 27 FEET WEST OF CENTERLINE OF ROAD.
 KH0025
 KH0025                          STATION RECOVERY (1975)
 KH0025
 KH0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0191 ***********************************************************************
 KH0191  DESIGNATION -  J 154
 KH0191  PID         -  KH0191
 KH0191  STATE/COUNTY-  KS/THOMAS
 KH0191  USGS QUAD   -  GEM (1979)
 KH0191
 KH0191                         *CURRENT SURVEY CONTROL
 KH0191  ___________________________________________________________________
 KH0191* NAD 83(1986)-  39 23 05.     (N)    100 57 41.     (W)     SCALED    
 KH0191* NAVD 88     -       954.248  (meters)    3130.73   (feet)  ADJUSTED  
 KH0191  ___________________________________________________________________
 KH0191  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 KH0191  DYNAMIC HT  -         953.498 (meters)    3128.27  (feet)  COMP
 KH0191  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 KH0191
 KH0191  VERT ORDER  -  SECOND    CLASS 0
 KH0191
 KH0191.The horizontal coordinates were scaled from a topographic map and have
 KH0191.an estimated accuracy of +/- 6 seconds.
 KH0191
 KH0191.The orthometric height was determined by differential leveling
 KH0191.and adjusted by the National Geodetic Survey in June 1991..
 KH0191
 KH0191.The geoid height was determined by GEOID03.
 KH0191
 KH0191.The dynamic height is computed by dividing the NAVD 88
 KH0191.geopotential number by the normal gravity value computed on the
 KH0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0191.degrees latitude (g = 980.6199 gals.).
 KH0191
 KH0191.The modeled gravity was interpolated from observed gravity values.
 KH0191
 KH0191;                    North         East    Units  Estimated Accuracy
 KH0191;SPC KS N     -   120,890.      144,920.      MT  (+/- 180 meters Scaled)
 KH0191
 KH0191                          SUPERSEDED SURVEY CONTROL
 KH0191
 KH0191  NGVD 29 (??/??/92)  953.887  (m)         3129.54   (f) ADJ UNCH    2 0
 KH0191
 KH0191.Superseded values are not recommended for survey control.
 KH0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0191.See file dsdata.txt to determine how the superseded data were derived.
 KH0191
 KH0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ310613(NAD 83)
 KH0191_MARKER: DB = BENCH MARK DISK
 KH0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0191_STAMPING: J 154 1934
 KH0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0191+STABILITY: SURFACE MOTION
 KH0191
 KH0191  HISTORY     - Date     Condition        Report By
 KH0191  HISTORY     - 1934     MONUMENTED       CGS
 KH0191
 KH0191                          STATION DESCRIPTION
 KH0191
 KH0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0191'5 MI E FROM COLBY.
 KH0191'5.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0191'CONSOLIDATED SCHOOL AT COLBY, THOMAS COUNTY, 1-1/2 POLES EAST
 KH0191'OF MILEPOST 199, AT A ROAD CROSSING, 15 FEET WEST OF THE
 KH0191'CENTERLINE OF THE ROAD, 45 FEET NORTH OF THE CENTERLINE OF
 KH0191'THE TRACK, AND IN A FENCE CORNER.  A STANDARD DISK, STAMPED
 KH0191'J 154 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0118 ***********************************************************************
 KH0118  DESIGNATION -  J 155
 KH0118  PID         -  KH0118
 KH0118  STATE/COUNTY-  KS/GRAHAM
 KH0118  USGS QUAD   -  MORLAND (1979)
 KH0118
 KH0118                         *CURRENT SURVEY CONTROL
 KH0118  ___________________________________________________________________
 KH0118* NAD 83(1986)-  39 21 07.     (N)    100 04 32.     (W)     SCALED    
 KH0118* NAVD 88     -       702.710  (meters)    2305.47   (feet)  ADJUSTED  
 KH0118  ___________________________________________________________________
 KH0118  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 KH0118  DYNAMIC HT  -         702.199 (meters)    2303.80  (feet)  COMP
 KH0118  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 KH0118
 KH0118  VERT ORDER  -  SECOND    CLASS 0
 KH0118
 KH0118.The horizontal coordinates were scaled from a topographic map and have
 KH0118.an estimated accuracy of +/- 6 seconds.
 KH0118
 KH0118.The orthometric height was determined by differential leveling
 KH0118.and adjusted by the National Geodetic Survey in June 1991..
 KH0118
 KH0118.The geoid height was determined by GEOID03.
 KH0118
 KH0118.The dynamic height is computed by dividing the NAVD 88
 KH0118.geopotential number by the normal gravity value computed on the
 KH0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0118.degrees latitude (g = 980.6199 gals.).
 KH0118
 KH0118.The modeled gravity was interpolated from observed gravity values.
 KH0118
 KH0118;                    North         East    Units  Estimated Accuracy
 KH0118;SPC KS N     -   115,130.      221,120.      MT  (+/- 180 meters Scaled)
 KH0118
 KH0118                          SUPERSEDED SURVEY CONTROL
 KH0118
 KH0118  NGVD 29 (??/??/92)  702.445  (m)         2304.61   (f) ADJ UNCH    2 0
 KH0118
 KH0118.Superseded values are not recommended for survey control.
 KH0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0118.See file dsdata.txt to determine how the superseded data were derived.
 KH0118
 KH0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ073563(NAD 83)
 KH0118_MARKER: DB = BENCH MARK DISK
 KH0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0118_SP_SET: WATER TABLE
 KH0118_STAMPING: J 155 1934
 KH0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0118
 KH0118  HISTORY     - Date     Condition        Report By
 KH0118  HISTORY     - 1934     MONUMENTED       CGS
 KH0118  HISTORY     - 1935     GOOD             NGS
 KH0118
 KH0118                          STATION DESCRIPTION
 KH0118
 KH0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KH0118'AT MORLAND.
 KH0118'AT MORLAND, GRAHAM COUNTY, ABOUT 300 FEET WEST OF THE UNION
 KH0118'PACIFIC RR STATION AT MILEAGE 150.25 IN THE SOUTHWEST FOOTING
 KH0118'OF THE WATER TOWER AND 10 FEET NORTH OF THE CENTERLINE OF THE
 KH0118'TRACK.  A STANDARD DISK STAMPED J 155 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0119 ***********************************************************************
 KH0119  DESIGNATION -  J 155 RESET
 KH0119  PID         -  KH0119
 KH0119  STATE/COUNTY-  KS/GRAHAM
 KH0119  USGS QUAD   -  MORLAND (1979)
 KH0119
 KH0119                         *CURRENT SURVEY CONTROL
 KH0119  ___________________________________________________________________
 KH0119* NAD 83(1986)-  39 21 04.     (N)    100 04 31.     (W)     SCALED    
 KH0119* NAVD 88     -       701.01   (meters)    2299.9    (feet)  RESET     
 KH0119  ___________________________________________________________________
 KH0119  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 KH0119
 KH0119  VERT ORDER  -  THIRD
 KH0119
 KH0119.The horizontal coordinates were scaled from a topographic map and have
 KH0119.an estimated accuracy of +/- 6 seconds.
 KH0119
 KH0119.The orthometric height was computed from unverified reset data.
 KH0119.No vertical observational check was made to the station.
 KH0119
 KH0119.The geoid height was determined by GEOID03.
 KH0119
 KH0119;                    North         East    Units  Estimated Accuracy
 KH0119;SPC KS N     -   115,040.      221,140.      MT  (+/- 180 meters Scaled)
 KH0119
 KH0119                          SUPERSEDED SURVEY CONTROL
 KH0119
 KH0119  NGVD 29 (??/??/??)  700.75   (m)         2299.0    (f) RESET       3  
 KH0119
 KH0119.Superseded values are not recommended for survey control.
 KH0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0119.See file dsdata.txt to determine how the superseded data were derived.
 KH0119
 KH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ073562(NAD 83)
 KH0119_MARKER: DB = BENCH MARK DISK
 KH0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0119_STAMPING: J 155 1934 RESET 1955
 KH0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0119+STABILITY: SURFACE MOTION
 KH0119
 KH0119  HISTORY     - Date     Condition        Report By
 KH0119  HISTORY     - 1955     MONUMENTED       CGS
 KH0119
 KH0119                          STATION DESCRIPTION
 KH0119
 KH0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 KH0119'AT MORLAND.
 KH0119'AT MORLAND, GRAHAM COUNTY, 216 FEET NORTHWEST OF THE NORTHWEST
 KH0119'CORNER OF THE UNION PACIFIC RAILROAD STATION, 145 FEET NORTH OF
 KH0119'THE NORTH RAIL OF THE MAIN TRACK, 82 FEET WEST OF THE CENTERLINE
 KH0119'OF A OILED ROAD, 32 FEET WEST OF THE WEST GATE POST OF A GATE IN
 KH0119'THE RIGHT-OF-WAY FENCE, AND 4 FEET WEST OF THE NORTHWEST CORNER
 KH0119'OF A CONCRETE SQUARE WITH A MANHOLE COVER IN THE MIDDLE.  A
 KH0119'STANDARD DISK, STAMPED J 155 1934 RESET 1955 AND SET IN THE TOP
 KH0119'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0216 ***********************************************************************
 KH0216  DESIGNATION -  J 156
 KH0216  PID         -  KH0216
 KH0216  STATE/COUNTY-  KS/DECATUR
 KH0216  USGS QUAD   -  OBERLIN NE (1978)
 KH0216
 KH0216                         *CURRENT SURVEY CONTROL
 KH0216  ___________________________________________________________________
 KH0216* NAD 83(1986)-  39 58 46.     (N)    100 33 29.     (W)     SCALED    
 KH0216* NAVD 88     -       777.198  (meters)    2549.86   (feet)  ADJUSTED  
 KH0216  ___________________________________________________________________
 KH0216  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KH0216  DYNAMIC HT  -         776.664 (meters)    2548.11  (feet)  COMP
 KH0216  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 KH0216
 KH0216  VERT ORDER  -  SECOND    CLASS 0
 KH0216
 KH0216.The horizontal coordinates were scaled from a topographic map and have
 KH0216.an estimated accuracy of +/- 6 seconds.
 KH0216
 KH0216.The orthometric height was determined by differential leveling
 KH0216.and adjusted by the National Geodetic Survey in June 1991..
 KH0216
 KH0216.The geoid height was determined by GEOID03.
 KH0216
 KH0216.The dynamic height is computed by dividing the NAVD 88
 KH0216.geopotential number by the normal gravity value computed on the
 KH0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0216.degrees latitude (g = 980.6199 gals.).
 KH0216
 KH0216.The modeled gravity was interpolated from observed gravity values.
 KH0216
 KH0216;                    North         East    Units  Estimated Accuracy
 KH0216;SPC KS N     -   185,830.      181,510.      MT  (+/- 180 meters Scaled)
 KH0216
 KH0216                          SUPERSEDED SURVEY CONTROL
 KH0216
 KH0216  NGVD 29 (??/??/92)  776.894  (m)         2548.86   (f) ADJ UNCH    2 0
 KH0216
 KH0216.Superseded values are not recommended for survey control.
 KH0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0216.See file dsdata.txt to determine how the superseded data were derived.
 KH0216
 KH0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK669266(NAD 83)
 KH0216_MARKER: DB = BENCH MARK DISK
 KH0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0216_STAMPING: J 156 1934
 KH0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0216+STABILITY: SURFACE MOTION
 KH0216
 KH0216  HISTORY     - Date     Condition        Report By
 KH0216  HISTORY     - 1934     MONUMENTED       CGS
 KH0216  HISTORY     - 1977     MARK NOT FOUND   USGS
 KH0216
 KH0216                          STATION DESCRIPTION
 KH0216
 KH0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0216'AT CEDAR BLUFFS.
 KH0216'AT CEDAR BLUFFS 57 FEET SOUTH OF THE SOUTHEAST CORNER OF
 KH0216'BURLINGTON STATION, 48 FEET WEST OF CENTERLINE OF U.S. HIGHWAY
 KH0216'183, 42 FEET SOUTH OF CENTERLINE OF C.B. AND Q. RR. TRACK.
 KH0216
 KH0216                          STATION RECOVERY (1977)
 KH0216
 KH0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KH0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0240 ***********************************************************************
 KG0240  DESIGNATION -  J 157
 KG0240  PID         -  KG0240
 KG0240  STATE/COUNTY-  KS/PHILLIPS
 KG0240  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0240
 KG0240                         *CURRENT SURVEY CONTROL
 KG0240  ___________________________________________________________________
 KG0240* NAD 83(1986)-  39 38 34.     (N)    099 18 31.     (W)     SCALED    
 KG0240* NAVD 88     -       563.404  (meters)    1848.43   (feet)  ADJUSTED  
 KG0240  ___________________________________________________________________
 KG0240  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 KG0240  DYNAMIC HT  -         563.032 (meters)    1847.21  (feet)  COMP
 KG0240  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 KG0240
 KG0240  VERT ORDER  -  SECOND    CLASS 0
 KG0240
 KG0240.The horizontal coordinates were scaled from a topographic map and have
 KG0240.an estimated accuracy of +/- 6 seconds.
 KG0240
 KG0240.The orthometric height was determined by differential leveling
 KG0240.and adjusted by the National Geodetic Survey in June 1991..
 KG0240
 KG0240.The geoid height was determined by GEOID03.
 KG0240
 KG0240.The dynamic height is computed by dividing the NAVD 88
 KG0240.geopotential number by the normal gravity value computed on the
 KG0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0240.degrees latitude (g = 980.6199 gals.).
 KG0240
 KG0240.The modeled gravity was interpolated from observed gravity values.
 KG0240
 KG0240;                    North         East    Units  Estimated Accuracy
 KG0240;SPC KS N     -   146,180.      287,680.      MT  (+/- 180 meters Scaled)
 KG0240
 KG0240                          SUPERSEDED SURVEY CONTROL
 KG0240
 KG0240  NGVD 29 (??/??/92)  563.168  (m)         1847.66   (f) ADJ UNCH    2 0
 KG0240
 KG0240.Superseded values are not recommended for survey control.
 KG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0240.See file dsdata.txt to determine how the superseded data were derived.
 KG0240
 KG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ735881(NAD 83)
 KG0240_MARKER: DB = BENCH MARK DISK
 KG0240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0240_SP_SET: BRIDGE ABUTMENT
 KG0240_STAMPING: J 157 1934
 KG0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0240
 KG0240  HISTORY     - Date     Condition        Report By
 KG0240  HISTORY     - 1934     MONUMENTED       CGS
 KG0240  HISTORY     - 1976     GOOD             KSDT
 KG0240  HISTORY     - 1985     SEE DESCRIPTION  NGS
 KG0240
 KG0240                          STATION DESCRIPTION
 KG0240
 KG0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0240'2.8 MI S FROM GLADE.
 KG0240'2.8 MILES SOUTH OF CHURCH AT GLADE ON STATE HWY. 1 ABOUT 350
 KG0240'FEET SOUTHEAST OF A Y ROAD TO THE SOUTH, IN THE SOUTHWEST
 KG0240'ABUTMENT OF A CONCRETE BRIDGE ON STATE HIGHWAY 1.
 KG0240
 KG0240                          STATION RECOVERY (1976)
 KG0240
 KG0240'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1976
 KG0240'RECOVERED IN GOOD CONDITION.
 KG0240
 KG0240                          STATION RECOVERY (1985)
 KG0240
 KG0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KG0240'THE BRIDGE THE MARK IS ON WILL BE REPLACED WITH A NEW STRUCTURE
 KG0240'DURING ROAD CONSTRUCTION ALONG U.S. HIGHWAY 183. A NEW DISK, STAMPED
 KG0240'J 157 RESET 1985, HAS BEEN FURNISHED TO THE KANSAS DEPARTMENT OF
 KG0240'TRANSPORTATION AREA OFFICE, AT PHILLIPSBURG. THAT OFFICE WILL
 KG0240'DETERMINE THE ELEVATION FOR THE NEW MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0371 ***********************************************************************
 JG0371  DESIGNATION -  J 158
 JG0371  PID         -  JG0371
 JG0371  STATE/COUNTY-  KS/ELLIS
 JG0371  USGS QUAD   -  HAYS NORTH (1983)
 JG0371
 JG0371                         *CURRENT SURVEY CONTROL
 JG0371  ___________________________________________________________________
 JG0371* NAD 83(1986)-  38 58 21.     (N)    099 18 58.     (W)     SCALED    
 JG0371* NAVD 88     -       652.074  (meters)    2139.35   (feet)  ADJUSTED  
 JG0371  ___________________________________________________________________
 JG0371  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 JG0371  DYNAMIC HT  -         651.593 (meters)    2137.77  (feet)  COMP
 JG0371  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 JG0371
 JG0371  VERT ORDER  -  SECOND    CLASS 0
 JG0371
 JG0371.The horizontal coordinates were scaled from a topographic map and have
 JG0371.an estimated accuracy of +/- 6 seconds.
 JG0371
 JG0371.The orthometric height was determined by differential leveling
 JG0371.and adjusted by the National Geodetic Survey in June 1991..
 JG0371
 JG0371.The geoid height was determined by GEOID03.
 JG0371
 JG0371.The dynamic height is computed by dividing the NAVD 88
 JG0371.geopotential number by the normal gravity value computed on the
 JG0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0371.degrees latitude (g = 980.6199 gals.).
 JG0371
 JG0371.The modeled gravity was interpolated from observed gravity values.
 JG0371
 JG0371;                    North         East    Units  Estimated Accuracy
 JG0371;SPC KS N     -    71,780.      285,950.      MT  (+/- 180 meters Scaled)
 JG0371
 JG0371                          SUPERSEDED SURVEY CONTROL
 JG0371
 JG0371  NGVD 29 (??/??/92)  651.815  (m)         2138.50   (f) ADJ UNCH    2 0
 JG0371
 JG0371.Superseded values are not recommended for survey control.
 JG0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0371.See file dsdata.txt to determine how the superseded data were derived.
 JG0371
 JG0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ726137(NAD 83)
 JG0371_MARKER: DB = BENCH MARK DISK
 JG0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0371_SP_SET: CULVERT
 JG0371_STAMPING: J 158 1934
 JG0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0371
 JG0371  HISTORY     - Date     Condition        Report By
 JG0371  HISTORY     - 1934     MONUMENTED       CGS
 JG0371  HISTORY     - 1951     GOOD             NGS
 JG0371
 JG0371                          STATION DESCRIPTION
 JG0371
 JG0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0371'8.7 MI N FROM HAYS.
 JG0371'8.7 MILES NORTH OF WASHINGTON SCHOOL AT HAYS 60 FEET SOUTHWEST
 JG0371'OF A SCHOOL HOUSE, 30 FEET NORTH OF A CROSS ROAD, IN SOUTHEAST
 JG0371'END OF LARGE CONCRETE CULVERT ON STATE HIGHWAY 1.  NOTE-- DESCRIPTION
 JG0371'SHOULD READ 7.7 MI. N ON U.S. 183 OF WASHINGTON SCHOOL INSTEAD
 JG0371'OF 8.7 MI.
 JG0371
 JG0371                          STATION RECOVERY (1951)
 JG0371
 JG0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JG0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0423 ***********************************************************************
 KG0423  DESIGNATION -  J 159 RESET
 KG0423  PID         -  KG0423
 KG0423  STATE/COUNTY-  KS/NORTON
 KG0423  USGS QUAD   -  CALVERT (1978)
 KG0423
 KG0423                         *CURRENT SURVEY CONTROL
 KG0423  ___________________________________________________________________
 KG0423* NAD 83(1986)-  39 50 20.     (N)    099 50 28.     (W)     SCALED    
 KG0423* NAVD 88     -       678.39   (meters)    2225.7    (feet)  RESET     
 KG0423  ___________________________________________________________________
 KG0423  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KG0423
 KG0423  VERT ORDER  -  THIRD
 KG0423
 KG0423.The horizontal coordinates were scaled from a topographic map and have
 KG0423.an estimated accuracy of +/- 6 seconds.
 KG0423
 KG0423.The orthometric height was computed from unverified reset data.
 KG0423
 KG0423.The geoid height was determined by GEOID03.
 KG0423
 KG0423;                    North         East    Units  Estimated Accuracy
 KG0423;SPC KS N     -   168,740.      242,420.      MT  (+/- 180 meters Scaled)
 KG0423
 KG0423                          SUPERSEDED SURVEY CONTROL
 KG0423
 KG0423.No superseded survey control is available for this station.
 KG0423
 KG0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK280102(NAD 83)
 KG0423_MARKER: DD = SURVEY DISK
 KG0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0423_SP_SET: BRIDGE
 KG0423_STAMPING: J 159 RESET 1943
 KG0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0423
 KG0423  HISTORY     - Date     Condition        Report By
 KG0423  HISTORY     - 1943     MONUMENTED       RIRR
 KG0423  HISTORY     - 1943     GOOD             NGS
 KG0423
 KG0423                          STATION DESCRIPTION
 KG0423
 KG0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 KG0423'3 MI NE FROM NORTON.
 KG0423'ABOUT 3.0 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND
 KG0423'QUINCY RAILROAD FROM THE CHICAGO, ROCK ISLAND AND PACIFIC
 KG0423'RAILWAY STATION AT NORTON, NORTON COUNTY, AT C.B. AND Q. RR.
 KG0423'MILEAGE 36.16, ABOUT 60 FEET SOUTH OF THE C.B. AND Q. O. R.R.
 KG0423'TRACK, AT C.R.I. AND P.RY. BRIDGE 3150 OVER PRAIRIE DOG CREEK,
 KG0423'AND IN THE NORTHEAST END OF THE CONCRETE HEAD WALL.  A STANDARD
 KG0423'DISK, STAMPED J 159 RESET 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0129 ***********************************************************************
 HF0129  DESIGNATION -  J 16
 HF0129  PID         -  HF0129
 HF0129  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0129  USGS QUAD   -  PERU (1979)
 HF0129
 HF0129                         *CURRENT SURVEY CONTROL
 HF0129  ___________________________________________________________________
 HF0129* NAD 83(1986)-  37 05 19.     (N)    096 05 41.     (W)     SCALED    
 HF0129* NAVD 88     -       239.026  (meters)     784.20   (feet)  ADJUSTED  
 HF0129  ___________________________________________________________________
 HF0129  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HF0129  DYNAMIC HT  -         238.832 (meters)     783.57  (feet)  COMP
 HF0129  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 HF0129
 HF0129  VERT ORDER  -  FIRST     CLASS II
 HF0129
 HF0129.The horizontal coordinates were scaled from a topographic map and have
 HF0129.an estimated accuracy of +/- 6 seconds.
 HF0129
 HF0129.The orthometric height was determined by differential leveling
 HF0129.and adjusted by the National Geodetic Survey in June 1991..
 HF0129
 HF0129.The geoid height was determined by GEOID03.
 HF0129
 HF0129.The dynamic height is computed by dividing the NAVD 88
 HF0129.geopotential number by the normal gravity value computed on the
 HF0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0129.degrees latitude (g = 980.6199 gals.).
 HF0129
 HF0129.The modeled gravity was interpolated from observed gravity values.
 HF0129
 HF0129;                    North         East    Units  Estimated Accuracy
 HF0129;SPC KS S     -   449,590.      613,830.      MT  (+/- 180 meters Scaled)
 HF0129
 HF0129                          SUPERSEDED SURVEY CONTROL
 HF0129
 HF0129  NGVD 29 (??/??/92)  238.887  (m)          783.75   (f) ADJ UNCH    1 2
 HF0129
 HF0129.Superseded values are not recommended for survey control.
 HF0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0129.See file dsdata.txt to determine how the superseded data were derived.
 HF0129
 HF0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG582086(NAD 83)
 HF0129_MARKER: DB = BENCH MARK DISK
 HF0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0129_STAMPING: J 16 1933
 HF0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0129+STABILITY: SURFACE MOTION
 HF0129
 HF0129  HISTORY     - Date     Condition        Report By
 HF0129  HISTORY     - 1933     MONUMENTED       CGS
 HF0129
 HF0129                          STATION DESCRIPTION
 HF0129
 HF0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0129'AT PERU.
 HF0129'AT PERU, CHAUTAUQUA COUNTY, ABOUT 17 YARDS EAST OF THE MISSOURI
 HF0129'PACIFIC RAILROAD STATION, ABOUT 10-1/2 POLES WEST OF MILEPOST 453,
 HF0129'ABOUT 30 YARDS SOUTH OF THE CENTER LINE OF THE MAIN TRACK, AND
 HF0129'AT A FENCE LINE.  A STANDARD DISK, STAMPED J 16 1933 AND SET IN
 HF0129'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0192 ***********************************************************************
 KG0192  DESIGNATION -  J 160 RESET
 KG0192  PID         -  KG0192
 KG0192  STATE/COUNTY-  KS/SMITH
 KG0192  USGS QUAD   -  CEDAR (1973)
 KG0192
 KG0192                         *CURRENT SURVEY CONTROL
 KG0192  ___________________________________________________________________
 KG0192* NAD 83(1986)-  39 39 26.     (N)    098 56 24.     (W)     SCALED    
 KG0192* NAVD 88     -       497.22   (meters)    1631.3    (feet)  RESET     
 KG0192  ___________________________________________________________________
 KG0192  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 KG0192
 KG0192  VERT ORDER  -  THIRD
 KG0192
 KG0192.The horizontal coordinates were scaled from a topographic map and have
 KG0192.an estimated accuracy of +/- 6 seconds.
 KG0192
 KG0192.The orthometric height was computed from unverified reset data.
 KG0192
 KG0192.The geoid height was determined by GEOID03.
 KG0192
 KG0192;                    North         East    Units  Estimated Accuracy
 KG0192;SPC KS N     -   147,390.      319,330.      MT  (+/- 180 meters Scaled)
 KG0192
 KG0192                          SUPERSEDED SURVEY CONTROL
 KG0192
 KG0192.No superseded survey control is available for this station.
 KG0192
 KG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ051897(NAD 83)
 KG0192_MARKER: DB = BENCH MARK DISK
 KG0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0192_SP_SET: SIDEWALKS
 KG0192_STAMPING: J 160 RESET 1972
 KG0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0192
 KG0192  HISTORY     - Date     Condition        Report By
 KG0192  HISTORY     - 1972     MONUMENTED       NGS
 KG0192
 KG0192                          STATION DESCRIPTION
 KG0192
 KG0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KG0192'AT CEDAR.
 KG0192'THE BENCH MARK IS LOCATED AT THE TOWN OF CEDAR, CEMENTED IN A
 KG0192'DRILL HOLE IN NEW SECTION OF SIDEWALK AT THE EAST SIDE OF THE
 KG0192'GROCERY STORE AND CAFE, 14.9 FEET NORTH OF THE SOUTHEAST CORNER
 KG0192'OF THE STORE BUILDING, 5.9 FEET WEST OF THE EAST EDGE OF THE
 KG0192'SIDEWALK AND 1/2 FEET EAST OF THE WEST WALL OF THE BUILDING, A
 KG0192'STANDARD BENCH MARK DISK STAMPED J 160 RESET 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0250 ***********************************************************************
 KG0250  DESIGNATION -  J 161
 KG0250  PID         -  KG0250
 KG0250  STATE/COUNTY-  KS/PHILLIPS
 KG0250  USGS QUAD   -  SPEED (1972)
 KG0250
 KG0250                         *CURRENT SURVEY CONTROL
 KG0250  ___________________________________________________________________
 KG0250* NAD 83(1986)-  39 40 07.     (N)    099 23 03.     (W)     SCALED    
 KG0250* NAVD 88     -       562.963  (meters)    1846.99   (feet)  ADJUSTED  
 KG0250  ___________________________________________________________________
 KG0250  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 KG0250  DYNAMIC HT  -         562.598 (meters)    1845.79  (feet)  COMP
 KG0250  MODELED GRAV-     979,960.1   (mgal)                       NAVD 88
 KG0250
 KG0250  VERT ORDER  -  SECOND    CLASS 0
 KG0250
 KG0250.The horizontal coordinates were scaled from a topographic map and have
 KG0250.an estimated accuracy of +/- 6 seconds.
 KG0250
 KG0250.The orthometric height was determined by differential leveling
 KG0250.and adjusted by the National Geodetic Survey in June 1991..
 KG0250
 KG0250.The geoid height was determined by GEOID03.
 KG0250
 KG0250.The dynamic height is computed by dividing the NAVD 88
 KG0250.geopotential number by the normal gravity value computed on the
 KG0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0250.degrees latitude (g = 980.6199 gals.).
 KG0250
 KG0250.The modeled gravity was interpolated from observed gravity values.
 KG0250
 KG0250;                    North         East    Units  Estimated Accuracy
 KG0250;SPC KS N     -   149,140.      281,240.      MT  (+/- 180 meters Scaled)
 KG0250
 KG0250                          SUPERSEDED SURVEY CONTROL
 KG0250
 KG0250  NGVD 29 (??/??/92)  562.729  (m)         1846.22   (f) ADJ UNCH    2 0
 KG0250
 KG0250.Superseded values are not recommended for survey control.
 KG0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0250.See file dsdata.txt to determine how the superseded data were derived.
 KG0250
 KG0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ670910(NAD 83)
 KG0250_MARKER: DB = BENCH MARK DISK
 KG0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0250_STAMPING: J 161 1934
 KG0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0250+STABILITY: SURFACE MOTION
 KG0250
 KG0250  HISTORY     - Date     Condition        Report By
 KG0250  HISTORY     - 1934     MONUMENTED       CGS
 KG0250  HISTORY     - 1971     MARK NOT FOUND   NGS
 KG0250
 KG0250                          STATION DESCRIPTION
 KG0250
 KG0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0250'2.2 MI E FROM SPEED.
 KG0250'2.2 MILES EAST OF MISSOURI PACIFIC STATION AT SPEED 1 POLE EAST
 KG0250'OF MILEAGE POST 587.25.  35 FEET WEST OF CROSSING AND 35 FEET
 KG0250'SOUTH OF CENTERLINE OF MISSOURI PACIFIC RR. TRACK.
 KG0250
 KG0250                          STATION RECOVERY (1971)
 KG0250
 KG0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KG0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0208 ***********************************************************************
 KG0208  DESIGNATION -  J 163
 KG0208  PID         -  KG0208
 KG0208  STATE/COUNTY-  KS/OSBORNE
 KG0208  USGS QUAD   -  DOWNS NORTH (1980)
 KG0208
 KG0208                         *CURRENT SURVEY CONTROL
 KG0208  ___________________________________________________________________
 KG0208* NAD 83(1986)-  39 30 08.     (N)    098 32 47.     (W)     SCALED    
 KG0208* NAVD 88     -       452.497  (meters)    1484.57   (feet)  ADJUSTED  
 KG0208  ___________________________________________________________________
 KG0208  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 KG0208  DYNAMIC HT  -         452.207 (meters)    1483.62  (feet)  COMP
 KG0208  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 KG0208
 KG0208  VERT ORDER  -  SECOND    CLASS 0
 KG0208
 KG0208.The horizontal coordinates were scaled from a topographic map and have
 KG0208.an estimated accuracy of +/- 6 seconds.
 KG0208
 KG0208.The orthometric height was determined by differential leveling
 KG0208.and adjusted by the National Geodetic Survey in June 1991..
 KG0208
 KG0208.The geoid height was determined by GEOID03.
 KG0208
 KG0208.The dynamic height is computed by dividing the NAVD 88
 KG0208.geopotential number by the normal gravity value computed on the
 KG0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0208.degrees latitude (g = 980.6199 gals.).
 KG0208
 KG0208.The modeled gravity was interpolated from observed gravity values.
 KG0208
 KG0208;                    North         East    Units  Estimated Accuracy
 KG0208;SPC KS N     -   129,900.      353,010.      MT  (+/- 180 meters Scaled)
 KG0208
 KG0208                          SUPERSEDED SURVEY CONTROL
 KG0208
 KG0208  NGVD 29 (??/??/92)  452.311  (m)         1483.96   (f) ADJ UNCH    2 0
 KG0208
 KG0208.Superseded values are not recommended for survey control.
 KG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0208.See file dsdata.txt to determine how the superseded data were derived.
 KG0208
 KG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ390726(NAD 83)
 KG0208_MARKER: DB = BENCH MARK DISK
 KG0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0208_STAMPING: J 163 1934
 KG0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0208+STABILITY: SURFACE MOTION
 KG0208
 KG0208  HISTORY     - Date     Condition        Report By
 KG0208  HISTORY     - 1934     MONUMENTED       CGS
 KG0208
 KG0208                          STATION DESCRIPTION
 KG0208
 KG0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0208'AT DOWNS.
 KG0208'AT DOWNS ABOUT 700 FEET WEST OF MISSOURI PACIFIC RR. STATION
 KG0208'AND 2 POLES WEST OF MILEAGE 538.30, 120 FEET WEST OF WATER
 KG0208'TANK, 21 FEET SOUTH OF CENTERLINE OF TRACK AND 20 FEET WEST
 KG0208'OF RAILROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0112 ***********************************************************************
 KG0112  DESIGNATION -  J 165 RESET
 KG0112  PID         -  KG0112
 KG0112  STATE/COUNTY-  KS/OSBORNE
 KG0112  USGS QUAD   -  OSBORNE SW (1978)
 KG0112
 KG0112                         *CURRENT SURVEY CONTROL
 KG0112  ___________________________________________________________________
 KG0112* NAD 83(1986)-  39 17 58.     (N)    098 41 39.     (W)     SCALED    
 KG0112* NAVD 88     -       527.35   (meters)    1730.1    (feet)  RESET     
 KG0112  ___________________________________________________________________
 KG0112  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 KG0112
 KG0112  VERT ORDER  -  THIRD
 KG0112
 KG0112.The horizontal coordinates were scaled from a topographic map and have
 KG0112.an estimated accuracy of +/- 6 seconds.
 KG0112
 KG0112.The orthometric height was computed from unverified reset data.
 KG0112
 KG0112.The geoid height was determined by GEOID03.
 KG0112
 KG0112;                    North         East    Units  Estimated Accuracy
 KG0112;SPC KS N     -   107,480.      340,120.      MT  (+/- 180 meters Scaled)
 KG0112
 KG0112                          SUPERSEDED SURVEY CONTROL
 KG0112
 KG0112.No superseded survey control is available for this station.
 KG0112
 KG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ263500(NAD 83)
 KG0112_MARKER: DB = BENCH MARK DISK
 KG0112_SETTING: 0 = UNSPECIFIED SETTING
 KG0112_STAMPING: J 165 RESET 1941
 KG0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0112
 KG0112  HISTORY     - Date     Condition        Report By
 KG0112  HISTORY     - 1941     MONUMENTED       CGS
 KG0112  HISTORY     - 1949     GOOD             NGS
 KG0112  HISTORY     - 1949     GOOD             NGS
 KG0112
 KG0112                          STATION DESCRIPTION
 KG0112
 KG0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KG0112'9.7 MI S FROM OSBORNE.
 KG0112'LOCATED ABOUT 9.7 MILES SOUTH OF OSBORNE ON U.S. HIGHWAY 281,
 KG0112'112 FEET EAST OF CENTERLINE OF HIGHWAY, 103 FEET NORTH OF A
 KG0112'FENCELINE AND 37 FEET EAST OF RIGHT OF WAY FENCE.
 KG0112
 KG0112                          STATION RECOVERY (1949)
 KG0112
 KG0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 KG0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0085 ***********************************************************************
 KG0085  DESIGNATION -  J 166
 KG0085  PID         -  KG0085
 KG0085  STATE/COUNTY-  KS/MITCHELL
 KG0085  USGS QUAD   -  BELOIT (1978)
 KG0085
 KG0085                         *CURRENT SURVEY CONTROL
 KG0085  ___________________________________________________________________
 KG0085* NAD 83(1986)-  39 25 21.     (N)    098 01 00.     (W)     SCALED    
 KG0085* NAVD 88     -       412.905  (meters)    1354.67   (feet)  ADJUSTED  
 KG0085  ___________________________________________________________________
 KG0085  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 KG0085  DYNAMIC HT  -         412.639 (meters)    1353.80  (feet)  COMP
 KG0085  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 KG0085
 KG0085  VERT ORDER  -  SECOND    CLASS 0
 KG0085
 KG0085.The horizontal coordinates were scaled from a topographic map and have
 KG0085.an estimated accuracy of +/- 6 seconds.
 KG0085
 KG0085.The orthometric height was determined by differential leveling
 KG0085.and adjusted by the National Geodetic Survey in June 1991..
 KG0085
 KG0085.The geoid height was determined by GEOID03.
 KG0085
 KG0085.The dynamic height is computed by dividing the NAVD 88
 KG0085.geopotential number by the normal gravity value computed on the
 KG0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0085.degrees latitude (g = 980.6199 gals.).
 KG0085
 KG0085.The modeled gravity was interpolated from observed gravity values.
 KG0085
 KG0085;                    North         East    Units  Estimated Accuracy
 KG0085;SPC KS N     -   120,910.      398,570.      MT  (+/- 180 meters Scaled)
 KG0085
 KG0085                          SUPERSEDED SURVEY CONTROL
 KG0085
 KG0085  NGVD 29 (??/??/92)  412.752  (m)         1354.17   (f) ADJ UNCH    2 0
 KG0085
 KG0085.Superseded values are not recommended for survey control.
 KG0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0085.See file dsdata.txt to determine how the superseded data were derived.
 KG0085
 KG0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ846641(NAD 83)
 KG0085_MARKER: DB = BENCH MARK DISK
 KG0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0085_STAMPING: J 166 1934
 KG0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0085+STABILITY: SURFACE MOTION
 KG0085
 KG0085  HISTORY     - Date     Condition        Report By
 KG0085  HISTORY     - 1934     MONUMENTED       CGS
 KG0085  HISTORY     - 1949     GOOD             NGS
 KG0085
 KG0085                          STATION DESCRIPTION
 KG0085
 KG0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KG0085'2.4 MI NW FROM ASHERVILLE.
 KG0085'2.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KG0085'STATION AT ASHERVILLE, MITCHELL COUNTY, 2 POLES WEST OF MILEPOST
 KG0085'52, 150 FEET WEST OF A ROAD CROSSING, AND 45 FEET SOUTH OF THE
 KG0085'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED J 166 1934 AND
 KG0085'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0058 ***********************************************************************
 KG0058  DESIGNATION -  J 168 RESET
 KG0058  PID         -  KG0058
 KG0058  STATE/COUNTY-  KS/LINCOLN
 KG0058  USGS QUAD   -  LINCOLN (1962)
 KG0058
 KG0058                         *CURRENT SURVEY CONTROL
 KG0058  ___________________________________________________________________
 KG0058* NAD 83(1986)-  39 01 39.     (N)    098 09 01.     (W)     SCALED    
 KG0058* NAVD 88     -       421.30   (meters)    1382.2    (feet)  RESET     
 KG0058  ___________________________________________________________________
 KG0058  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 KG0058
 KG0058  VERT ORDER  -  THIRD
 KG0058
 KG0058.The horizontal coordinates were scaled from a topographic map and have
 KG0058.an estimated accuracy of +/- 6 seconds.
 KG0058
 KG0058.The orthometric height was computed from unverified reset data.
 KG0058.No vertical observational check was made to the station.
 KG0058
 KG0058.The geoid height was determined by GEOID03.
 KG0058
 KG0058;                    North         East    Units  Estimated Accuracy
 KG0058;SPC KS N     -    77,070.      386,990.      MT  (+/- 180 meters Scaled)
 KG0058
 KG0058                          SUPERSEDED SURVEY CONTROL
 KG0058
 KG0058  NGVD 29 (??/??/??)  421.14   (m)         1381.7    (f) RESET       3  
 KG0058
 KG0058.Superseded values are not recommended for survey control.
 KG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0058.See file dsdata.txt to determine how the superseded data were derived.
 KG0058
 KG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ735201(NAD 83)
 KG0058_MARKER: DD = SURVEY DISK
 KG0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0058_SP_SET: BRIDGE
 KG0058_STAMPING: J 168 RESET 1963
 KG0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0058
 KG0058  HISTORY     - Date     Condition        Report By
 KG0058  HISTORY     - 1963     MONUMENTED       KSHC
 KG0058
 KG0058                          STATION DESCRIPTION
 KG0058
 KG0058'DESCRIBED BY KS HIGHWAY COMM 1963
 KG0058'AT LINCOLN.
 KG0058'AT LINCOLN, LINCOLN COUNTY, ON RELOCATED STATE HIGHWAY K14, AT
 KG0058'A LARGE CONCRETE BRIDGE OVER THE SALINE RIVER (BRIDGE NO.
 KG0058'14-53-11.61), AT THE SOUTHWEST CORNER, 0.5 FOOT NORTH FROM THE
 KG0058'SOUTHEAST CORNER OF THE SOUTHWEST ABUTMENT WING, AND 19.5 FEET
 KG0058'WEST FROM THE CENTERLINE OF HIGHWAY K14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1236 ***********************************************************************
 HE1236  DESIGNATION -  J 17 RESET
 HE1236  PID         -  HE1236
 HE1236  STATE/COUNTY-  KS/LABETTE
 HE1236  USGS QUAD   -  MOUND VALLEY (1974)
 HE1236
 HE1236                         *CURRENT SURVEY CONTROL
 HE1236  ___________________________________________________________________
 HE1236* NAD 83(1986)-  37 08 41.     (N)    095 25 05.     (W)     SCALED    
 HE1236* NAVD 88     -       248.66   (meters)     815.8    (feet)  RESET     
 HE1236  ___________________________________________________________________
 HE1236  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HE1236
 HE1236  VERT ORDER  -  THIRD
 HE1236
 HE1236.The horizontal coordinates were scaled from a topographic map and have
 HE1236.an estimated accuracy of +/- 6 seconds.
 HE1236
 HE1236.The orthometric height was computed from unverified reset data.
 HE1236
 HE1236.The geoid height was determined by GEOID03.
 HE1236
 HE1236;                    North         East    Units  Estimated Accuracy
 HE1236;SPC KS S     -   457,580.      673,770.      MT  (+/- 180 meters Scaled)
 HE1236
 HE1236                          SUPERSEDED SURVEY CONTROL
 HE1236
 HE1236  NGVD 29 (03/09/04)  248.53   (m)          815.4    (f) RESET       3  
 HE1236
 HE1236.Superseded values are not recommended for survey control.
 HE1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1236.See file dsdata.txt to determine how the superseded data were derived.
 HE1236
 HE1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB852136(NAD 83)
 HE1236_MARKER: DV = VERTICAL CONTROL DISK
 HE1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1236_SP_SET: CONCRETE POST
 HE1236_STAMPING: J 17 RESET 1980
 HE1236_MARK LOGO: NGS   
 HE1236_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1236+STABILITY: SURFACE MOTION
 HE1236
 HE1236  HISTORY     - Date     Condition        Report By
 HE1236  HISTORY     - 1980     MONUMENTED       NGS
 HE1236
 HE1236                          STATION DESCRIPTION
 HE1236
 HE1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 HE1236'0.85 MILE SOUTH ALONG MAIN STREET AND STATE HIGHWAY 222, THENCE RIGHT
 HE1236'AND WEST ALONG STATE HIGHWAY 96 FOR 0.25 MILE TO A CROSSROAD, THENCE
 HE1236'LEFT AND SOUTH ALONG A GRAVELED ROAD FOR 0.35 MILES TO THE MARK ON
 HE1236'THE LEFT AT THE FARM HOUSE OF JC BRAMAN, 114.9 FEET EAST OF A
 HE1236'JUNCTION POWERLINE POLE, 119 FEET NORTHEAST OF THE NORTHWEST CORNER
 HE1236'OF THE HOUSE, 107.4 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 HE1236'THE HOUSE, 44 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0027 ***********************************************************************
 KG0027  DESIGNATION -  J 171
 KG0027  PID         -  KG0027
 KG0027  STATE/COUNTY-  KS/JEWELL
 KG0027  USGS QUAD   -  NORTH BRANCH (1969)
 KG0027
 KG0027                         *CURRENT SURVEY CONTROL
 KG0027  ___________________________________________________________________
 KG0027* NAD 83(1986)-  39 59 55.     (N)    098 19 32.     (W)     SCALED    
 KG0027* NAVD 88     -       551.026  (meters)    1807.82   (feet)  ADJUSTED  
 KG0027  ___________________________________________________________________
 KG0027  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 KG0027  DYNAMIC HT  -         550.694 (meters)    1806.74  (feet)  COMP
 KG0027  MODELED GRAV-     980,004.7   (mgal)                       NAVD 88
 KG0027
 KG0027  VERT ORDER  -  FIRST     CLASS II
 KG0027
 KG0027.The horizontal coordinates were scaled from a topographic map and have
 KG0027.an estimated accuracy of +/- 6 seconds.
 KG0027
 KG0027.The orthometric height was determined by differential leveling
 KG0027.and adjusted by the National Geodetic Survey in June 1991..
 KG0027.WARNING-Repeat measurements at this control monument indicate possible
 KG0027.vertical movement.
 KG0027
 KG0027.The geoid height was determined by GEOID03.
 KG0027
 KG0027.The dynamic height is computed by dividing the NAVD 88
 KG0027.geopotential number by the normal gravity value computed on the
 KG0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0027.degrees latitude (g = 980.6199 gals.).
 KG0027
 KG0027.The modeled gravity was interpolated from observed gravity values.
 KG0027
 KG0027;                    North         East    Units  Estimated Accuracy
 KG0027;SPC KS N     -   184,930.      372,200.      MT  (+/- 180 meters Scaled)
 KG0027
 KG0027                          SUPERSEDED SURVEY CONTROL
 KG0027
 KG0027  NGVD 29 (??/??/92)  550.820  (m)         1807.15   (f) ADJ UNCH    1 2
 KG0027
 KG0027.Superseded values are not recommended for survey control.
 KG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0027.See file dsdata.txt to determine how the superseded data were derived.
 KG0027
 KG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK575278(NAD 83)
 KG0027_MARKER: DB = BENCH MARK DISK
 KG0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0027_STAMPING: J 171 1934
 KG0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0027+STABILITY: SURFACE MOTION
 KG0027
 KG0027  HISTORY     - Date     Condition        Report By
 KG0027  HISTORY     - 1934     MONUMENTED       CGS
 KG0027  HISTORY     - 1947     GOOD             NGS
 KG0027  HISTORY     - 1959     GOOD             NGS
 KG0027
 KG0027                          STATION DESCRIPTION
 KG0027
 KG0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KG0027'5 MI S FROM GUIDE ROCK.
 KG0027'4.65 MILES SOUTH ALONG NEBRASKA STATE HIGHWAY NO. 78 TO THE
 KG0027'NEBRASKA-KANSAS STATE LINE AND 0.35 MILE SOUTHEAST ALONG KANSAS
 KG0027'STATE HIGHWAY NO. 28 FROM THE CHICAGO, BURLINGTON AND QUINCY
 KG0027'RAILROAD STATION AT GUIDE ROCK, NEBRASKA, AT THE TOP OF A HILL
 KG0027'AND AT THE NORTHWEST END OF A CURVE IN THE HIGHWAY, 0.35 MILE
 KG0027'SOUTHEAST OF THE KANSAS-NEBRASKA STATE LINE ROAD, 40.0 FEET
 KG0027'NORTHWEST OF THE NORTHWEST END OF A HIGH FILL, 31.0 FEET
 KG0027'NORTHEAST OF THE CENTER OF THE HIGHWAY, 3.0 FEET SOUTHWEST OF
 KG0027'THE NORTHEAST RIGHT OF WAY FENCE, 1.3 FOOT NORTHWEST OF A
 KG0027'REFERENCE POST, A U.S. COAST AND GEODETIC SURVEY AND STATE
 KG0027'SURVEY BRONZE DISK SET IN A CONCRETE POST, ABOUT THE SAME
 KG0027'ELEVATION AS THE HIGHWAY AND PROJECTING 0.4 FOOT.
 KG0027
 KG0027                          STATION RECOVERY (1959)
 KG0027
 KG0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KG0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0580 ***********************************************************************
 KF0580  DESIGNATION -  J 172
 KF0580  PID         -  KF0580
 KF0580  STATE/COUNTY-  KS/REPUBLIC
 KF0580  USGS QUAD   -  JAMESTOWN NW (1968)
 KF0580
 KF0580                         *CURRENT SURVEY CONTROL
 KF0580  ___________________________________________________________________
 KF0580* NAD 83(1986)-  39 44 08.     (N)    097 52 32.     (W)     SCALED    
 KF0580* NAVD 88     -       454.089  (meters)    1489.79   (feet)  ADJUSTED  
 KF0580  ___________________________________________________________________
 KF0580  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 KF0580  DYNAMIC HT  -         453.815 (meters)    1488.89  (feet)  COMP
 KF0580  MODELED GRAV-     980,011.0   (mgal)                       NAVD 88
 KF0580
 KF0580  VERT ORDER  -  FIRST     CLASS II
 KF0580
 KF0580.The horizontal coordinates were scaled from a topographic map and have
 KF0580.an estimated accuracy of +/- 6 seconds.
 KF0580
 KF0580.The orthometric height was determined by differential leveling
 KF0580.and adjusted by the National Geodetic Survey in June 1991..
 KF0580
 KF0580.The geoid height was determined by GEOID03.
 KF0580
 KF0580.The dynamic height is computed by dividing the NAVD 88
 KF0580.geopotential number by the normal gravity value computed on the
 KF0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0580.degrees latitude (g = 980.6199 gals.).
 KF0580
 KF0580.The modeled gravity was interpolated from observed gravity values.
 KF0580
 KF0580;                    North         East    Units  Estimated Accuracy
 KF0580;SPC KS N     -   155,680.      410,670.      MT  (+/- 180 meters Scaled)
 KF0580
 KF0580                          SUPERSEDED SURVEY CONTROL
 KF0580
 KF0580  NGVD 29 (??/??/92)  453.937  (m)         1489.29   (f) ADJ UNCH    1 2
 KF0580
 KF0580.Superseded values are not recommended for survey control.
 KF0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0580.See file dsdata.txt to determine how the superseded data were derived.
 KF0580
 KF0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ963990(NAD 83)
 KF0580_MARKER: DB = BENCH MARK DISK
 KF0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0580_STAMPING: J 172 1934
 KF0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0580+STABILITY: SURFACE MOTION
 KF0580
 KF0580  HISTORY     - Date     Condition        Report By
 KF0580  HISTORY     - 1934     MONUMENTED       CGS
 KF0580  HISTORY     - 1947     GOOD             NGS
 KF0580
 KF0580                          STATION DESCRIPTION
 KF0580
 KF0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0580'2.7 MI NW FROM KACKLEY.
 KF0580'2.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0580'RAILROAD FROM THE STATION AT KACKLEY, AT A ROAD CROSSING, 32.0
 KF0580'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 26.0 FEET
 KF0580'EAST OF THE CENTER LINE OF THE ROAD, 12.3 FEET NORTHWEST OF
 KF0580'THE 3RD POLE NORTHWEST OF BRIDGE NO. 130B, 0.7 FOOT NORTH OF
 KF0580'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KF0580'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1049 ***********************************************************************
 JF1049  DESIGNATION -  J 173
 JF1049  PID         -  JF1049
 JF1049  STATE/COUNTY-  KS/SALINE
 JF1049  USGS QUAD   -  TRENTON (1978)
 JF1049
 JF1049                         *CURRENT SURVEY CONTROL
 JF1049  ___________________________________________________________________
 JF1049* NAD 83(1986)-  38 55 44.     (N)    097 42 05.     (W)     SCALED    
 JF1049* NAVD 88     -       383.034  (meters)    1256.67   (feet)  ADJUSTED  
 JF1049  ___________________________________________________________________
 JF1049  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 JF1049  DYNAMIC HT  -         382.777 (meters)    1255.83  (feet)  COMP
 JF1049  MODELED GRAV-     979,947.8   (mgal)                       NAVD 88
 JF1049
 JF1049  VERT ORDER  -  SECOND    CLASS 0
 JF1049
 JF1049.The horizontal coordinates were scaled from a topographic map and have
 JF1049.an estimated accuracy of +/- 6 seconds.
 JF1049
 JF1049.The orthometric height was determined by differential leveling
 JF1049.and adjusted by the National Geodetic Survey in June 1991..
 JF1049
 JF1049.The geoid height was determined by GEOID03.
 JF1049
 JF1049.The dynamic height is computed by dividing the NAVD 88
 JF1049.geopotential number by the normal gravity value computed on the
 JF1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1049.degrees latitude (g = 980.6199 gals.).
 JF1049
 JF1049.The modeled gravity was interpolated from observed gravity values.
 JF1049
 JF1049;                    North         East    Units  Estimated Accuracy
 JF1049;SPC KS N     -    66,160.      425,890.      MT  (+/- 180 meters Scaled)
 JF1049
 JF1049                          SUPERSEDED SURVEY CONTROL
 JF1049
 JF1049  NGVD 29 (??/??/92)  382.931  (m)         1256.33   (f) ADJ UNCH    2 0
 JF1049
 JF1049.Superseded values are not recommended for survey control.
 JF1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1049.See file dsdata.txt to determine how the superseded data were derived.
 JF1049
 JF1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ125096(NAD 83)
 JF1049_MARKER: DB = BENCH MARK DISK
 JF1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1049_STAMPING: J 173 1934
 JF1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1049+STABILITY: SURFACE MOTION
 JF1049
 JF1049  HISTORY     - Date     Condition        Report By
 JF1049  HISTORY     - 1934     MONUMENTED       CGS
 JF1049  HISTORY     - 1954     POOR             USGS
 JF1049
 JF1049                          STATION DESCRIPTION
 JF1049
 JF1049'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JF1049'4.1 MI SE FROM CULVER.
 JF1049'IN SALINE COUNTY, 4.1 MILES SOUTHEAST ALONG THE UNION PACIFIC
 JF1049'RAILROAD FROM THE STATION AT CULVER, OTTAWA COUNTY, 0.3 MILE WEST
 JF1049'OF DISTRICT SCHOOL 81, AT A ROAD CROSSING, 45 FEET SOUTHWEST OF
 JF1049'THE ROAD, 45 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND
 JF1049'1 FOOT EAST OF A POLE.  A STANDARD DISK, STAMPED J 173 1934 AND
 JF1049'SET IN THE TOP OF A CONCRETE POST.  NOTE-- USGS REPORT IT WAS
 JF1049'REPORTED THAT THE MARK IS 1-1/2 FOOT OUT OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0259 ***********************************************************************
 HE0259  DESIGNATION -  J 18
 HE0259  PID         -  HE0259
 HE0259  STATE/COUNTY-  KS/CHEROKEE
 HE0259  USGS QUAD   -  COLUMBUS (1977)
 HE0259
 HE0259                         *CURRENT SURVEY CONTROL
 HE0259  ___________________________________________________________________
 HE0259* NAD 83(1986)-  37 10 14.     (N)    094 50 59.     (W)     SCALED    
 HE0259* NAVD 88     -       275.554  (meters)     904.05   (feet)  ADJUSTED  
 HE0259  ___________________________________________________________________
 HE0259  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HE0259  DYNAMIC HT  -         275.333 (meters)     903.32  (feet)  COMP
 HE0259  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 HE0259
 HE0259  VERT ORDER  -  FIRST     CLASS II
 HE0259
 HE0259.The horizontal coordinates were scaled from a topographic map and have
 HE0259.an estimated accuracy of +/- 6 seconds.
 HE0259
 HE0259.The orthometric height was determined by differential leveling
 HE0259.and adjusted by the National Geodetic Survey in June 1991..
 HE0259
 HE0259.The geoid height was determined by GEOID03.
 HE0259
 HE0259.The dynamic height is computed by dividing the NAVD 88
 HE0259.geopotential number by the normal gravity value computed on the
 HE0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0259.degrees latitude (g = 980.6199 gals.).
 HE0259
 HE0259.The modeled gravity was interpolated from observed gravity values.
 HE0259
 HE0259;                    North         East    Units  Estimated Accuracy
 HE0259;SPC KS S     -   462,270.      724,110.      MT  (+/- 180 meters Scaled)
 HE0259
 HE0259                          SUPERSEDED SURVEY CONTROL
 HE0259
 HE0259  NGVD 29 (??/??/92)  275.445  (m)          903.69   (f) ADJ UNCH    1 2
 HE0259
 HE0259.Superseded values are not recommended for survey control.
 HE0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0259.See file dsdata.txt to determine how the superseded data were derived.
 HE0259
 HE0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB357153(NAD 83)
 HE0259_MARKER: DB = BENCH MARK DISK
 HE0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0259_STAMPING: J 18 1933
 HE0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0259+STABILITY: SURFACE MOTION
 HE0259
 HE0259  HISTORY     - Date     Condition        Report By
 HE0259  HISTORY     - 1933     MONUMENTED       CGS
 HE0259  HISTORY     - 1935     MARK NOT FOUND   LOCENG
 HE0259
 HE0259                          STATION DESCRIPTION
 HE0259
 HE0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0259'AT COLUMBUS.
 HE0259'AT COLUMBUS, CHEROKEE COUNTY, AT THE NORTHWEST CORNER OF THE
 HE0259'COUNTY HIGH SCHOOL YARD, 150 FEET WEST OF THE NORTH ENTRANCE,
 HE0259'AND 3 FEET SOUTH OF THE HIGHWAY SCHOOL AVENUE WALK.  A STANDARD
 HE0259'DISK SET IN THE TOP OF A CONCRETE POST.
 HE0259
 HE0259                          STATION RECOVERY (1935)
 HE0259
 HE0259'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1935
 HE0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0079 ***********************************************************************
 HH0079  DESIGNATION -  J 180
 HH0079  PID         -  HH0079
 HH0079  STATE/COUNTY-  KS/CLARK
 HH0079  USGS QUAD   -  PROFFITT LAKE (1972)
 HH0079
 HH0079                         *CURRENT SURVEY CONTROL
 HH0079  ___________________________________________________________________
 HH0079* NAD 83(1986)-  37 12 54.     (N)    100 00 03.     (W)     SCALED    
 HH0079* NAVD 88     -       680.033  (meters)    2231.07   (feet)  ADJUSTED  
 HH0079  ___________________________________________________________________
 HH0079  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 HH0079  DYNAMIC HT  -         679.413 (meters)    2229.04  (feet)  COMP
 HH0079  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 HH0079
 HH0079  VERT ORDER  -  SECOND    CLASS 0
 HH0079
 HH0079.The horizontal coordinates were scaled from a topographic map and have
 HH0079.an estimated accuracy of +/- 6 seconds.
 HH0079
 HH0079.The orthometric height was determined by differential leveling
 HH0079.and adjusted by the National Geodetic Survey in June 1991..
 HH0079
 HH0079.The geoid height was determined by GEOID03.
 HH0079
 HH0079.The dynamic height is computed by dividing the NAVD 88
 HH0079.geopotential number by the normal gravity value computed on the
 HH0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0079.degrees latitude (g = 980.6199 gals.).
 HH0079
 HH0079.The modeled gravity was interpolated from observed gravity values.
 HH0079
 HH0079;                    North         East    Units  Estimated Accuracy
 HH0079;SPC KS S     -   461,930.      266,790.      MT  (+/- 180 meters Scaled)
 HH0079
 HH0079                          SUPERSEDED SURVEY CONTROL
 HH0079
 HH0079  NGVD 29 (??/??/92)  679.720  (m)         2230.05   (f) ADJ UNCH    2 0
 HH0079
 HH0079.Superseded values are not recommended for survey control.
 HH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0079.See file dsdata.txt to determine how the superseded data were derived.
 HH0079
 HH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG112191(NAD 83)
 HH0079_MARKER: DB = BENCH MARK DISK
 HH0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0079_STAMPING: J-180 1934
 HH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0079+STABILITY: SURFACE MOTION
 HH0079
 HH0079  HISTORY     - Date     Condition        Report By
 HH0079  HISTORY     - 1934     MONUMENTED       CGS
 HH0079
 HH0079                          STATION DESCRIPTION
 HH0079
 HH0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0079'13.8 MI N FROM ENGLEWOOD.
 HH0079'13.8 MILES NORTH OF A.T. AND SF. RR. STATION AT ENGLEWOOD, 38
 HH0079'FEET WEST OF CENTER LINE OF HIGHWAYS 283 AND 160, AT CREST OF
 HH0079'HILL, ONE FOOT EAST OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0080 ***********************************************************************
 HH0080  DESIGNATION -  J 180 RESET
 HH0080  PID         -  HH0080
 HH0080  STATE/COUNTY-  KS/CLARK
 HH0080  USGS QUAD   -  PROFFITT LAKE (1972)
 HH0080
 HH0080                         *CURRENT SURVEY CONTROL
 HH0080  ___________________________________________________________________
 HH0080* NAD 83(1986)-  37 12 54.     (N)    100 00 02.     (W)     SCALED    
 HH0080* NAVD 88     -       780.76   (meters)    2561.5    (feet)  RESET     
 HH0080  ___________________________________________________________________
 HH0080  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 HH0080
 HH0080  VERT ORDER  -  THIRD
 HH0080
 HH0080.The horizontal coordinates were scaled from a topographic map and have
 HH0080.an estimated accuracy of +/- 6 seconds.
 HH0080
 HH0080.The orthometric height was computed from unverified reset data.
 HH0080
 HH0080.The geoid height was determined by GEOID03.
 HH0080
 HH0080;                    North         East    Units  Estimated Accuracy
 HH0080;SPC KS S     -   461,930.      266,810.      MT  (+/- 180 meters Scaled)
 HH0080
 HH0080                          SUPERSEDED SURVEY CONTROL
 HH0080
 HH0080.No superseded survey control is available for this station.
 HH0080
 HH0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG112191(NAD 83)
 HH0080_MARKER: DD = SURVEY DISK
 HH0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0080_STAMPING: J 180 RESET 1935
 HH0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0080+STABILITY: SURFACE MOTION
 HH0080
 HH0080  HISTORY     - Date     Condition        Report By
 HH0080  HISTORY     - 1935     MONUMENTED       KSHC
 HH0080  HISTORY     - 1970     GOOD             NGS
 HH0080
 HH0080                          STATION DESCRIPTION
 HH0080
 HH0080'DESCRIBED BY KS HIGHWAY COMM 1935
 HH0080'13.8 MI N FROM ENGLEWOOD.
 HH0080'13.8 MILES NORTH ALONG U.S. HIGHWAYS 283 AND 160 FROM THE
 HH0080'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT ENGLEWOOD, CLARK
 HH0080'COUNTY, 0.2 MILE SOUTH OF THE NORTHWEST CORNER OF THE SOUTHWEST
 HH0080'QUARTER OF SECTION 36, T 32 S, R 25 W, AT THE TOP OF A HILL, AT
 HH0080'HIGHWAY STATION 151+16, AND 60 FEET WEST OF THE CENTER LINE OF
 HH0080'THE HIGHWAY.  A STANDARD DISK, STAMPED J 180 RESET 1935 AND SET
 HH0080'IN THE TOP OF A CONCRETE POST.
 HH0080
 HH0080                          STATION RECOVERY (1970)
 HH0080
 HH0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HH0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0457 ***********************************************************************
 HG0457  DESIGNATION -  J 181 RESET
 HG0457  PID         -  HG0457
 HG0457  STATE/COUNTY-  KS/KIOWA
 HG0457  USGS QUAD   -  COLDWATER NE (1980)
 HG0457
 HG0457                         *CURRENT SURVEY CONTROL
 HG0457  ___________________________________________________________________
 HG0457* NAD 83(1986)-  37 26 30.     (N)    099 19 14.     (W)     SCALED    
 HG0457* NAVD 88     -       681.00   (meters)    2234.2    (feet)  RESET     
 HG0457  ___________________________________________________________________
 HG0457  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 HG0457
 HG0457  VERT ORDER  -  THIRD
 HG0457
 HG0457.The horizontal coordinates were scaled from a topographic map and have
 HG0457.an estimated accuracy of +/- 6 seconds.
 HG0457
 HG0457.The orthometric height was computed from unverified reset data.
 HG0457
 HG0457.The geoid height was determined by GEOID03.
 HG0457
 HG0457;                    North         East    Units  Estimated Accuracy
 HG0457;SPC KS S     -   486,330.      327,390.      MT  (+/- 180 meters Scaled)
 HG0457
 HG0457                          SUPERSEDED SURVEY CONTROL
 HG0457
 HG0457.No superseded survey control is available for this station.
 HG0457
 HG0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG716439(NAD 83)
 HG0457_MARKER: DB = BENCH MARK DISK
 HG0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0457_STAMPING: J 181 RESET 1965
 HG0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0457+STABILITY: SURFACE MOTION
 HG0457
 HG0457  HISTORY     - Date     Condition        Report By
 HG0457  HISTORY     - 1965     MONUMENTED       CGS
 HG0457  HISTORY     - 1976     GOOD             LOCENG
 HG0457  HISTORY     - 1976     GOOD             LOCENG
 HG0457
 HG0457                          STATION DESCRIPTION
 HG0457
 HG0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HG0457'12.8 MI SW FROM GREENSBURG.
 HG0457'1.5 MILES WEST ON U.S. HIGHWAY 54 FROM GREENSBURG, THEN 11.25
 HG0457'MILES SOUTH ON U.S. HIGHWAY 183, ABOUT 130 FEET SOUTH-SOUTHWEST
 HG0457'OF THE WEST END OF A PIPE CULVERT, ABOUT 75 FEET WEST OF THE
 HG0457'CENTER LINE OF U.S. HIGHWAY 183, 2 FEET EAST OF A METAL WITNESS
 HG0457'POST, AND BETWEEN DOUBLE POWER LINE POLES.  A STANDARD DISK
 HG0457'STAMPED J 181 RESET 1965, SET IN THE TOP OF A CONCRETE MONUMENT
 HG0457'WHICH PROJECTS 4 INCHES.
 HG0457
 HG0457                          STATION RECOVERY (1976)
 HG0457
 HG0457'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0457'RECOVERED IN GOOD CONDITION.
 HG0457
 HG0457                          STATION RECOVERY (1976)
 HG0457
 HG0457'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0462 ***********************************************************************
 HG0462  DESIGNATION -  J 182
 HG0462  PID         -  HG0462
 HG0462  STATE/COUNTY-  KS/COMANCHE
 HG0462  USGS QUAD   -  PROTECTION (1980)
 HG0462
 HG0462                         *CURRENT SURVEY CONTROL
 HG0462  ___________________________________________________________________
 HG0462* NAD 83(1986)-  37 13 00.     (N)    099 27 15.     (W)     SCALED    
 HG0462* NAVD 88     -       567.575  (meters)    1862.12   (feet)  ADJUSTED  
 HG0462  ___________________________________________________________________
 HG0462  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 HG0462  DYNAMIC HT  -         567.074 (meters)    1860.48  (feet)  COMP
 HG0462  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 HG0462
 HG0462  VERT ORDER  -  SECOND    CLASS 0
 HG0462
 HG0462.The horizontal coordinates were scaled from a topographic map and have
 HG0462.an estimated accuracy of +/- 6 seconds.
 HG0462
 HG0462.The orthometric height was determined by differential leveling
 HG0462.and adjusted by the National Geodetic Survey in June 1991..
 HG0462
 HG0462.The geoid height was determined by GEOID03.
 HG0462
 HG0462.The dynamic height is computed by dividing the NAVD 88
 HG0462.geopotential number by the normal gravity value computed on the
 HG0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0462.degrees latitude (g = 980.6199 gals.).
 HG0462
 HG0462.The modeled gravity was interpolated from observed gravity values.
 HG0462
 HG0462;                    North         East    Units  Estimated Accuracy
 HG0462;SPC KS S     -   461,480.      315,310.      MT  (+/- 180 meters Scaled)
 HG0462
 HG0462                          SUPERSEDED SURVEY CONTROL
 HG0462
 HG0462  NGVD 29 (??/??/92)  567.313  (m)         1861.26   (f) ADJ UNCH    2 0
 HG0462
 HG0462.Superseded values are not recommended for survey control.
 HG0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0462.See file dsdata.txt to determine how the superseded data were derived.
 HG0462
 HG0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG597190(NAD 83)
 HG0462_MARKER: DB = BENCH MARK DISK
 HG0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0462_STAMPING: J 182 1934
 HG0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0462+STABILITY: SURFACE MOTION
 HG0462
 HG0462  HISTORY     - Date     Condition        Report By
 HG0462  HISTORY     - 1934     MONUMENTED       CGS
 HG0462  HISTORY     - 1953     GOOD             NGS
 HG0462
 HG0462                          STATION DESCRIPTION
 HG0462
 HG0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0462'1.8 MI NE FROM PROTECTION.
 HG0462'ABOUT 1.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0462'RAILWAY FROM THE CITY WATER TOWER AT PROTECTION, COMANCHE COUNTY,
 HG0462'ABOUT 92 FEET WEST ALONG THE TRACKS FROM MILEPOST 132, ABOUT 48
 HG0462'FEET SOUTH OF THE NEAR RAIL, AND 23 FEET WEST OF THE CENTER LINE
 HG0462'OF A SECTION ROAD.  A STANDARD DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0253 ***********************************************************************
 HG0253  DESIGNATION -  J 183
 HG0253  PID         -  HG0253
 HG0253  STATE/COUNTY-  KS/BARBER
 HG0253  USGS QUAD   -  LAKE CITY (1973)
 HG0253
 HG0253                         *CURRENT SURVEY CONTROL
 HG0253  ___________________________________________________________________
 HG0253* NAD 83(1986)-  37 20 24.     (N)    098 46 49.     (W)     SCALED    
 HG0253* NAVD 88     -       483.980  (meters)    1587.86   (feet)  ADJUSTED  
 HG0253  ___________________________________________________________________
 HG0253  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 HG0253  DYNAMIC HT  -         483.561 (meters)    1586.48  (feet)  COMP
 HG0253  MODELED GRAV-     979,750.3   (mgal)                       NAVD 88
 HG0253
 HG0253  VERT ORDER  -  SECOND    CLASS 0
 HG0253
 HG0253.The horizontal coordinates were scaled from a topographic map and have
 HG0253.an estimated accuracy of +/- 6 seconds.
 HG0253
 HG0253.The orthometric height was determined by differential leveling
 HG0253.and adjusted by the National Geodetic Survey in June 1991..
 HG0253
 HG0253.The geoid height was determined by GEOID03.
 HG0253
 HG0253.The dynamic height is computed by dividing the NAVD 88
 HG0253.geopotential number by the normal gravity value computed on the
 HG0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0253.degrees latitude (g = 980.6199 gals.).
 HG0253
 HG0253.The modeled gravity was interpolated from observed gravity values.
 HG0253
 HG0253;                    North         East    Units  Estimated Accuracy
 HG0253;SPC KS S     -   474,770.      375,160.      MT  (+/- 180 meters Scaled)
 HG0253
 HG0253                          SUPERSEDED SURVEY CONTROL
 HG0253
 HG0253  NGVD 29 (??/??/92)  483.749  (m)         1587.10   (f) ADJ UNCH    2 0
 HG0253
 HG0253.Superseded values are not recommended for survey control.
 HG0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0253.See file dsdata.txt to determine how the superseded data were derived.
 HG0253
 HG0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG194326(NAD 83)
 HG0253_MARKER: DB = BENCH MARK DISK
 HG0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0253_STAMPING: J 183 1934
 HG0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0253+STABILITY: SURFACE MOTION
 HG0253
 HG0253  HISTORY     - Date     Condition        Report By
 HG0253  HISTORY     - 1934     MONUMENTED       CGS
 HG0253  HISTORY     - 1940     GOOD             NGS
 HG0253
 HG0253                          STATION DESCRIPTION
 HG0253
 HG0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0253'2.4 MI E FROM LAKE CITY.
 HG0253'2.4 MILES EAST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0253'TOPEKA, AND SANTA FE RR.  0.3 MILE WEST OF MILE POST NO. 31.
 HG0253'60 FEET WEST OF GATE IN NORTH PROPERTY LINE FENCE.  40 FEET
 HG0253'NORTH OF NEAREST RAIL.  36 FEET SOUTH OF CENTER LINE OF U.S.
 HG0253'HIGHWAY NO. 160.  INSIDE OF FENCE LINE.  3.0 FEET WEST OF 4X4
 HG0253'INCH WOODEN POST PAINTED WHITE PROJECTING 2.5 FEET.  STD. DISK
 HG0253'BM IN CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0270 ***********************************************************************
 HG0270  DESIGNATION -  J 184 RESET
 HG0270  PID         -  HG0270
 HG0270  STATE/COUNTY-  KS/BARBER
 HG0270  USGS QUAD   -  GERLANE (1973)
 HG0270
 HG0270                         *CURRENT SURVEY CONTROL
 HG0270  ___________________________________________________________________
 HG0270* NAD 83(1986)-  37 12 38.     (N)    098 34 55.     (W)     SCALED    
 HG0270* NAVD 88     -       433.20   (meters)    1421.3    (feet)  RESET     
 HG0270  ___________________________________________________________________
 HG0270  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HG0270
 HG0270  VERT ORDER  -  THIRD
 HG0270
 HG0270.The horizontal coordinates were scaled from a topographic map and have
 HG0270.an estimated accuracy of +/- 6 seconds.
 HG0270
 HG0270.The orthometric height was computed from unverified reset data.
 HG0270
 HG0270.The geoid height was determined by GEOID03.
 HG0270
 HG0270;                    North         East    Units  Estimated Accuracy
 HG0270;SPC KS S     -   460,370.      392,730.      MT  (+/- 180 meters Scaled)
 HG0270
 HG0270                          SUPERSEDED SURVEY CONTROL
 HG0270
 HG0270.No superseded survey control is available for this station.
 HG0270
 HG0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG370183(NAD 83)
 HG0270_MARKER: DB = BENCH MARK DISK
 HG0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0270_SP_SET: CULVERT
 HG0270_STAMPING: J 181 RESET 1951
 HG0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0270
 HG0270  HISTORY     - Date     Condition        Report By
 HG0270  HISTORY     - 1951     MONUMENTED       CGS
 HG0270  HISTORY     - 1953     GOOD             NGS
 HG0270
 HG0270                          STATION DESCRIPTION
 HG0270
 HG0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0270'5.4 MI S FROM MEDICINE LODGE.
 HG0270'5.4 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE ATCHISON, TOPEKA
 HG0270'AND SANTA FE RAILWAY STATION AT MEDICINE LODGE, BARBER COUNTY,
 HG0270'AT THE INTERSECTION OF A ROAD LEADING WEST ALONG THE NORTH LINE
 HG0270'OF SEC. 1, T 33 S, R 12 W, 30 FEET SOUTH OF THE CENTER LINE OF
 HG0270'THE ROAD, AT A 5- BY 3- BY 40-FOOT CONCRETE-BOX CULVERT UNDER
 HG0270'THE HIGHWAY, AND IN THE EAST HEAD WALL.  A STANDARD DISK,
 HG0270'STAMPED J 181 RESET 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0125 ***********************************************************************
 HG0125  DESIGNATION -  J 185
 HG0125  PID         -  HG0125
 HG0125  STATE/COUNTY-  KS/HARPER
 HG0125  USGS QUAD   -  ATTICA (1972)
 HG0125
 HG0125                         *CURRENT SURVEY CONTROL
 HG0125  ___________________________________________________________________
 HG0125* NAD 83(1986)-  37 14 17.     (N)    098 13 35.     (W)     SCALED    
 HG0125* NAVD 88     -       442.948  (meters)    1453.24   (feet)  ADJUSTED  
 HG0125  ___________________________________________________________________
 HG0125  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HG0125  DYNAMIC HT  -         442.575 (meters)    1452.01  (feet)  COMP
 HG0125  MODELED GRAV-     979,774.9   (mgal)                       NAVD 88
 HG0125
 HG0125  VERT ORDER  -  SECOND    CLASS 0
 HG0125
 HG0125.The horizontal coordinates were scaled from a topographic map and have
 HG0125.an estimated accuracy of +/- 6 seconds.
 HG0125
 HG0125.The orthometric height was determined by differential leveling
 HG0125.and adjusted by the National Geodetic Survey in June 1991..
 HG0125
 HG0125.The geoid height was determined by GEOID03.
 HG0125
 HG0125.The dynamic height is computed by dividing the NAVD 88
 HG0125.geopotential number by the normal gravity value computed on the
 HG0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0125.degrees latitude (g = 980.6199 gals.).
 HG0125
 HG0125.The modeled gravity was interpolated from observed gravity values.
 HG0125
 HG0125;                    North         East    Units  Estimated Accuracy
 HG0125;SPC KS S     -   463,450.      424,280.      MT  (+/- 180 meters Scaled)
 HG0125
 HG0125                          SUPERSEDED SURVEY CONTROL
 HG0125
 HG0125  NGVD 29 (??/??/92)  442.800  (m)         1452.75   (f) ADJ UNCH    2 0
 HG0125
 HG0125.Superseded values are not recommended for survey control.
 HG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0125.See file dsdata.txt to determine how the superseded data were derived.
 HG0125
 HG0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG686215(NAD 83)
 HG0125_MARKER: DB = BENCH MARK DISK
 HG0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0125_STAMPING: J 185 1934
 HG0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0125+STABILITY: SURFACE MOTION
 HG0125
 HG0125  HISTORY     - Date     Condition        Report By
 HG0125  HISTORY     - 1934     MONUMENTED       CGS
 HG0125  HISTORY     - 1972     GOOD             USGS
 HG0125
 HG0125                          STATION DESCRIPTION
 HG0125
 HG0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0125'AT ATTICA.
 HG0125'75 FEET SOUTH OF ATCHISON TOPEKA AND SANTA FE STATION, 50 YARDS
 HG0125'WEST OF MAIN STREET RUNNING THROUGH TOWN, 45 FEET SOUTH OF
 HG0125'NEAREST RAIL OF TRACK.  AT ATTICA.
 HG0125
 HG0125                          STATION RECOVERY (1972)
 HG0125
 HG0125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HG0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0296 ***********************************************************************
 JH0296  DESIGNATION -  J 19
 JH0296  PID         -  JH0296
 JH0296  STATE/COUNTY-  KS/GREELEY
 JH0296  USGS QUAD   -  TRIBUNE (1970)
 JH0296
 JH0296                         *CURRENT SURVEY CONTROL
 JH0296  ___________________________________________________________________
 JH0296* NAD 83(1986)-  38 24 27.     (N)    101 45 06.     (W)     SCALED    
 JH0296* NAVD 88     -      1100.428  (meters)    3610.32   (feet)  ADJUSTED  
 JH0296  ___________________________________________________________________
 JH0296  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 JH0296  DYNAMIC HT  -        1099.430 (meters)    3607.05  (feet)  COMP
 JH0296  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 JH0296
 JH0296  VERT ORDER  -  SECOND    CLASS 0
 JH0296
 JH0296.The horizontal coordinates were scaled from a topographic map and have
 JH0296.an estimated accuracy of +/- 6 seconds.
 JH0296
 JH0296.The orthometric height was determined by differential leveling
 JH0296.and adjusted by the National Geodetic Survey in June 1991..
 JH0296
 JH0296.The geoid height was determined by GEOID03.
 JH0296
 JH0296.The dynamic height is computed by dividing the NAVD 88
 JH0296.geopotential number by the normal gravity value computed on the
 JH0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0296.degrees latitude (g = 980.6199 gals.).
 JH0296
 JH0296.The modeled gravity was interpolated from observed gravity values.
 JH0296
 JH0296;                    North         East    Units  Estimated Accuracy
 JH0296;SPC KS S     -   598,160.      116,050.      MT  (+/- 180 meters Scaled)
 JH0296
 JH0296                          SUPERSEDED SURVEY CONTROL
 JH0296
 JH0296  NGVD 29 (??/??/92) 1099.981  (m)         3608.85   (f) ADJ UNCH    2 0
 JH0296
 JH0296.Superseded values are not recommended for survey control.
 JH0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0296.See file dsdata.txt to determine how the superseded data were derived.
 JH0296
 JH0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH597546(NAD 83)
 JH0296_MARKER: DB = BENCH MARK DISK
 JH0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0296+STABILITY: SURFACE MOTION
 JH0296
 JH0296  HISTORY     - Date     Condition        Report By
 JH0296  HISTORY     - UNK      MONUMENTED       CGS
 JH0296  HISTORY     - 1934     GOOD             NGS
 JH0296  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 JH0296
 JH0296                          STATION DESCRIPTION
 JH0296
 JH0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0296'4.7 MI S FROM TRIBUNE.
 JH0296'4.7 MILES SOUTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF STATE
 JH0296'HIGHWAY NO. 27.  73 FT. EAST OF THE CENTER LINE OF THE HIGHWAY.
 JH0296'22 FT. SOUTH OF THE CENTER OF A SECTION LINE ROAD EAST AND WEST.
 JH0296'IN THE N.W. CORNER OF SECTION 16 T 19 R 40.
 JH0296
 JH0296                          STATION RECOVERY (1949)
 JH0296
 JH0296'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 JH0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0041 ***********************************************************************
 JH0041  DESIGNATION -  J 190
 JH0041  PID         -  JH0041
 JH0041  STATE/COUNTY-  KS/HODGEMAN
 JH0041  USGS QUAD   -  HORSE THIEF CANYON SW (1974)
 JH0041
 JH0041                         *CURRENT SURVEY CONTROL
 JH0041  ___________________________________________________________________
 JH0041* NAD 83(1986)-  38 04 25.     (N)    100 12 01.     (W)     SCALED    
 JH0041* NAVD 88     -       796.512  (meters)    2613.22   (feet)  ADJUSTED  
 JH0041  ___________________________________________________________________
 JH0041  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 JH0041  DYNAMIC HT  -         795.842 (meters)    2611.03  (feet)  COMP
 JH0041  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 JH0041
 JH0041  VERT ORDER  -  SECOND    CLASS 0
 JH0041
 JH0041.The horizontal coordinates were scaled from a topographic map and have
 JH0041.an estimated accuracy of +/- 6 seconds.
 JH0041
 JH0041.The orthometric height was determined by differential leveling
 JH0041.and adjusted by the National Geodetic Survey in June 1991..
 JH0041
 JH0041.The geoid height was determined by GEOID03.
 JH0041
 JH0041.The dynamic height is computed by dividing the NAVD 88
 JH0041.geopotential number by the normal gravity value computed on the
 JH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0041.degrees latitude (g = 980.6199 gals.).
 JH0041
 JH0041.The modeled gravity was interpolated from observed gravity values.
 JH0041
 JH0041;                    North         East    Units  Estimated Accuracy
 JH0041;SPC KS S     -   557,510.      250,830.      MT  (+/- 180 meters Scaled)
 JH0041
 JH0041                          SUPERSEDED SURVEY CONTROL
 JH0041
 JH0041  NGVD 29 (??/??/92)  796.223  (m)         2612.28   (f) ADJ UNCH    2 0
 JH0041
 JH0041.Superseded values are not recommended for survey control.
 JH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0041.See file dsdata.txt to determine how the superseded data were derived.
 JH0041
 JH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH947146(NAD 83)
 JH0041_MARKER: DB = BENCH MARK DISK
 JH0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0041_STAMPING: J-190 1934
 JH0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0041+STABILITY: SURFACE MOTION
 JH0041
 JH0041  HISTORY     - Date     Condition        Report By
 JH0041  HISTORY     - 1934     MONUMENTED       CGS
 JH0041  HISTORY     - 1937     MARK NOT FOUND   LOCENG
 JH0041
 JH0041                          STATION DESCRIPTION
 JH0041
 JH0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0041'5.1 MI E FROM KALVESTA.
 JH0041'5.1 MILES EAST OF POST OFFICE, AT KALVESTA 58 FEET NORTH OF THE
 JH0041'CENTERLINE OF U.S. HIGHWAY 50-N.
 JH0041
 JH0041                          STATION RECOVERY (1937)
 JH0041
 JH0041'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1937
 JH0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0194 ***********************************************************************
 HH0194  FBN         -  This is a Federal Base Network Control Station.
 HH0194  DESIGNATION -  J 191
 HH0194  PID         -  HH0194
 HH0194  STATE/COUNTY-  KS/HASKELL
 HH0194  USGS QUAD   -  COPELAND (1969)
 HH0194
 HH0194                         *CURRENT SURVEY CONTROL
 HH0194  ___________________________________________________________________
 HH0194* NAD 83(1997)-  37 30 37.91047(N)    100 44 51.88458(W)     ADJUSTED  
 HH0194* NAVD 88     -       874.289  (meters)    2868.40   (feet)  ADJUSTED  
 HH0194  ___________________________________________________________________
 HH0194  X           -    -944,803.185 (meters)                     COMP
 HH0194  Y           -  -4,977,490.405 (meters)                     COMP
 HH0194  Z           -   3,863,007.714 (meters)                     COMP
 HH0194  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HH0194  ELLIP HEIGHT-         848.13  (meters)          (08/12/03) GPS OBS
 HH0194  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HH0194  DYNAMIC HT  -         873.471 (meters)    2865.71  (feet)  COMP
 HH0194  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 HH0194
 HH0194  HORZ ORDER  -  A
 HH0194  VERT ORDER  -  SECOND    CLASS 0
 HH0194  ELLP ORDER  -  FOURTH    CLASS I
 HH0194
 HH0194.The horizontal coordinates were established by GPS observations
 HH0194.and adjusted by the National Geodetic Survey in August 2003..
 HH0194
 HH0194.The orthometric height was determined by differential leveling
 HH0194.and adjusted by the National Geodetic Survey in June 1991..
 HH0194
 HH0194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HH0194
 HH0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0194
 HH0194.The ellipsoidal height was determined by GPS observations
 HH0194.and is referenced to NAD 83.
 HH0194
 HH0194.The geoid height was determined by GEOID03.
 HH0194
 HH0194.The dynamic height is computed by dividing the NAVD 88
 HH0194.geopotential number by the normal gravity value computed on the
 HH0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0194.degrees latitude (g = 980.6199 gals.).
 HH0194
 HH0194.The modeled gravity was interpolated from observed gravity values.
 HH0194
 HH0194;                    North         East     Units Scale Factor Converg.
 HH0194;SPC KS S     -   496,051.314   201,297.001   MT  0.99996101   -1 22 52.7
 HH0194;UTM  14      - 4,152,944.446   345,532.072   MT  0.99989391   -1 03 51.9
 HH0194
 HH0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0194!SPC KS S     -   0.99986693  x   0.99996101  =   0.99982794
 HH0194!UTM  14      -   0.99986693  x   0.99989391  =   0.99976085
 HH0194
 HH0194                          SUPERSEDED SURVEY CONTROL
 HH0194
 HH0194  NAD 83(1997)-  37 30 37.91582(N)    100 44 51.85967(W) AD(       ) 3
 HH0194  ELLIP H (10/02/98)  849.15   (m)                       GP(       ) 4 1
 HH0194  NAD 83(1997)-  37 30 37.91789(N)    100 44 51.85832(W) AD(       ) 3
 HH0194  NAD 83(1986)-  37 30 37.91717(N)    100 44 51.85817(W) AD(       ) 3
 HH0194  NAVD 88 (08/12/03)  874.29   (m)         2868.4    (f) LEVELING    3  
 HH0194  NGVD 29 (??/??/92)  873.922  (m)         2867.19   (f) ADJ UNCH    2 0
 HH0194
 HH0194.Superseded values are not recommended for survey control.
 HH0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0194.See file dsdata.txt to determine how the superseded data were derived.
 HH0194
 HH0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG4553252944(NAD 83)
 HH0194_MARKER: DB = BENCH MARK DISK
 HH0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0194_SP_SET: CONCRETE POST
 HH0194_STAMPING: J 191 1934
 HH0194_MARK LOGO: CGS   
 HH0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0194+STABILITY: SURFACE MOTION
 HH0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0194+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 HH0194
 HH0194  HISTORY     - Date     Condition        Report By
 HH0194  HISTORY     - 1934     MONUMENTED       CGS
 HH0194  HISTORY     - 1967     GOOD             USGS
 HH0194  HISTORY     - 19890615 GOOD             NGS
 HH0194  HISTORY     - 20020808 GOOD             NGS
 HH0194
 HH0194                          STATION DESCRIPTION
 HH0194
 HH0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0194'5.5 MI NE FROM SUBLETTE.
 HH0194'ABOUT 5.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HH0194'FE RAILWAY FROM THE STATION AT SUBLETTE, HASKELL COUNTY,
 HH0194'4 FEET NORTHEAST OF MILEPOST 44, 58 FEET NORTHWEST OF THE
 HH0194'CENTER LINE OF STATE HIGHWAY 45, 42 FEET SOUTHEAST OF THE
 HH0194'CENTER LINE OF THE TRACK, AND 8 FEET NORTHWEST OF THE
 HH0194'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED J 191 1934 AND
 HH0194'SET IN THE TOP OF A CONCRETE POST.
 HH0194
 HH0194                          STATION RECOVERY (1967)
 HH0194
 HH0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HH0194'5.5 MI NE FROM SUBLETTE.
 HH0194'ABOUT 5.5 MI. NE ALONG THE A. T. AND S. F. RY. FROM THE STATION
 HH0194'AT SUBLETTE, HASKELL COUNTY, T. 29 S., R. 31 W., IN THE SE 1/4
 HH0194'OF SEC. 19, 0.2 MI. SW OF A N.-S. RD. CROSSING, 5.0 FT. NE OF
 HH0194'OLD MILEPOST 44 (S. AND ACROSS TRACK FROM NEW MILE MARKER),
 HH0194'110.5 FT. NW OF U.S. HWY. 56, 42 FT. SE OF THE TRACK, IN CONCRETE
 HH0194'POST PROJECTING 0.1 FT. A USC AND GS DISK STAMPED J-191 1934.
 HH0194
 HH0194                          STATION RECOVERY (1989)
 HH0194
 HH0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HH0194'THE STATION IS LOCATED ABOUT 10.95 KM (6.80 MI) SOUTHWEST OF COPELAND,
 HH0194'7.25 KM (4.50 MI) NORTHEAST OF SUBLETTE, IN WEEDS BETWEEN THE HIGHWAY
 HH0194'AND A RAILROAD TRACK, IN EAST CENTRAL SECTION 19, T 29 S, R 31 W.
 HH0194'OWNERSHIP--SANTE FE RAILROAD.
 HH0194'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND SANTE FE
 HH0194'STREET(MAIN STREET) IN COPELAND, GO SOUTHWEST ON HIGHWAY 56 FOR 2.1 KM
 HH0194'(1.30 MI) TO THE HASKELL-GRAY COUNTY LINE.  CONTINUE AHEAD FOR 6.9 KM
 HH0194'(4.30 MI) TO A CONCRETE ELEVATOR SHAFT ON THE RIGHT.  CONTINUE AHEAD
 HH0194'FOR 1.6 KM (1.00 MI) TO A GRAVEL CROSSROAD.  CONTINUE AHEAD FOR 0.35
 HH0194'KM (0.20 MI) TO THE STATION ON THE RIGHT, AT RAILROAD MILEPOST 44.
 HH0194'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 HH0194'CONCRETE POST PROJECTING 1 CM ABOVE THE GROUND.  LOCATED 33.6 M
 HH0194'(110.2 FT) NORTHWEST OF THE HIGHWAY CENTER, 17.3 M (56.8 FT) EAST OF A
 HH0194'WHISTLE POST, 12.3 M (40.4 FT) SOUTHEAST OF SOUTHEAST RAIL, 11.7 M
 HH0194'(38.4 FT) SOUTHEAST OF THE MILEPOST, 0.5 M (1.6 FT) SOUTHWEST OF A
 HH0194'METAL WITNESS POST AND 0.5 M (1.6 FT) NORTHEAST OF A CARSONITE WITNESS
 HH0194'POST.
 HH0194'DESCRIBED BY G.R. HEID, TYPED BY HJS.
 HH0194
 HH0194                          STATION RECOVERY (2002)
 HH0194
 HH0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 HH0194'RECOVERED AS DESCRIBED.  NOTE--THE RAILROAD MILE POST IS MISSING.
 HH0194'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0534 ***********************************************************************
 HG0534  DESIGNATION -  J 192
 HG0534  PID         -  HG0534
 HG0534  STATE/COUNTY-  KS/FORD
 HG0534  USGS QUAD   -  WRIGHT (1972)
 HG0534
 HG0534                         *CURRENT SURVEY CONTROL
 HG0534  ___________________________________________________________________
 HG0534* NAD 83(1986)-  37 46 13.     (N)    099 55 28.     (W)     SCALED    
 HG0534* NAVD 88     -       771.408  (meters)    2530.86   (feet)  ADJUSTED  
 HG0534  ___________________________________________________________________
 HG0534  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 HG0534  DYNAMIC HT  -         770.738 (meters)    2528.66  (feet)  COMP
 HG0534  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 HG0534
 HG0534  VERT ORDER  -  SECOND    CLASS 0
 HG0534
 HG0534.The horizontal coordinates were scaled from a topographic map and have
 HG0534.an estimated accuracy of +/- 6 seconds.
 HG0534
 HG0534.The orthometric height was determined by differential leveling
 HG0534.and adjusted by the National Geodetic Survey in June 1991..
 HG0534
 HG0534.The geoid height was determined by GEOID03.
 HG0534
 HG0534.The dynamic height is computed by dividing the NAVD 88
 HG0534.geopotential number by the normal gravity value computed on the
 HG0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0534.degrees latitude (g = 980.6199 gals.).
 HG0534
 HG0534.The modeled gravity was interpolated from observed gravity values.
 HG0534
 HG0534;                    North         East    Units  Estimated Accuracy
 HG0534;SPC KS S     -   523,440.      274,510.      MT  (+/- 180 meters Scaled)
 HG0534
 HG0534                          SUPERSEDED SURVEY CONTROL
 HG0534
 HG0534  NGVD 29 (??/??/92)  771.078  (m)         2529.78   (f) ADJ UNCH    2 0
 HG0534
 HG0534.Superseded values are not recommended for survey control.
 HG0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0534.See file dsdata.txt to determine how the superseded data were derived.
 HG0534
 HG0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG185807(NAD 83)
 HG0534_MARKER: DB = BENCH MARK DISK
 HG0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0534_STAMPING: J 192 1934
 HG0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0534+STABILITY: SURFACE MOTION
 HG0534
 HG0534  HISTORY     - Date     Condition        Report By
 HG0534  HISTORY     - 1934     MONUMENTED       CGS
 HG0534  HISTORY     - 1964     GOOD             NGS
 HG0534  HISTORY     - 1985     GOOD             KSDT
 HG0534
 HG0534                          STATION DESCRIPTION
 HG0534
 HG0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0534'2.1 MI W FROM WRIGHT.
 HG0534'ABOUT 2.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0534'RAILWAY FROM THE STATION AT WRIGHT, FORD COUNTY, ABOUT 70 FEET
 HG0534'SOUTHEAST OF THE NINTH POLE EAST OF MILEPOST 347, AT A
 HG0534'NORTH-AND-SOUTH SECTION ROAD CROSSING, 30 FEET WEST OF THE
 HG0534'CENTER LINE OF THE ROAD, 42 FEET SOUTH OF THE CENTER LINE OF
 HG0534'THE SOUTH TRACK, 12 FEET NORTH OF A FENCE CORNER, AND 3 FEET
 HG0534'WEST OF A FENCE.  A STANDARD DISK, STAMPED J 192 1934 AND SET
 HG0534'IN THE TOP OF A CONCRETE POST.
 HG0534
 HG0534                          STATION RECOVERY (1964)
 HG0534
 HG0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HG0534'RECOVERED IN GOOD CONDITION.
 HG0534
 HG0534                          STATION RECOVERY (1985)
 HG0534
 HG0534'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1985
 HG0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0375 ***********************************************************************
 HG0375  DESIGNATION -  J 193
 HG0375  PID         -  HG0375
 HG0375  STATE/COUNTY-  KS/KIOWA
 HG0375  USGS QUAD   -  GREENSBURG NE (1984)
 HG0375
 HG0375                         *CURRENT SURVEY CONTROL
 HG0375  ___________________________________________________________________
 HG0375* NAD 83(1986)-  37 42 17.     (N)    099 17 45.     (W)     SCALED    
 HG0375* NAVD 88     -       666.009  (meters)    2185.06   (feet)  ADJUSTED  
 HG0375  ___________________________________________________________________
 HG0375  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 HG0375  DYNAMIC HT  -         665.444 (meters)    2183.21  (feet)  COMP
 HG0375  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 HG0375
 HG0375  VERT ORDER  -  SECOND    CLASS 0
 HG0375
 HG0375.The horizontal coordinates were scaled from a topographic map and have
 HG0375.an estimated accuracy of +/- 6 seconds.
 HG0375
 HG0375.The orthometric height was determined by differential leveling
 HG0375.and adjusted by the National Geodetic Survey in June 1991..
 HG0375
 HG0375.The geoid height was determined by GEOID03.
 HG0375
 HG0375.The dynamic height is computed by dividing the NAVD 88
 HG0375.geopotential number by the normal gravity value computed on the
 HG0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0375.degrees latitude (g = 980.6199 gals.).
 HG0375
 HG0375.The modeled gravity was interpolated from observed gravity values.
 HG0375
 HG0375;                    North         East    Units  Estimated Accuracy
 HG0375;SPC KS S     -   515,510.      329,830.      MT  (+/- 180 meters Scaled)
 HG0375
 HG0375                          SUPERSEDED SURVEY CONTROL
 HG0375
 HG0375  NGVD 29 (??/??/92)  665.728  (m)         2184.14   (f) ADJ UNCH    2 0
 HG0375
 HG0375.Superseded values are not recommended for survey control.
 HG0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0375.See file dsdata.txt to determine how the superseded data were derived.
 HG0375
 HG0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG739730(NAD 83)
 HG0375_MARKER: DB = BENCH MARK DISK
 HG0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0375_STAMPING: J 193 1934
 HG0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0375+STABILITY: SURFACE MOTION
 HG0375
 HG0375  HISTORY     - Date     Condition        Report By
 HG0375  HISTORY     - 1934     MONUMENTED       CGS
 HG0375  HISTORY     - 1967     MARK NOT FOUND   USGS
 HG0375
 HG0375                          STATION DESCRIPTION
 HG0375
 HG0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0375'6.6 MI N FROM GREENSBURG.
 HG0375'6.6 MILES NORTH OF GREENSBURG C.R.I. AND P. RR. STATION 37 FEET
 HG0375'WEST OF CENTERLINE OF STATE HIGHWAY 1.  108 FEET NORTH OF
 HG0375'CENTERLINE OF EAST AND WEST SECTION LINE ROAD.  87 FEET NORTH
 HG0375'OF FENCE CORNER.  2 FEET WEST OF FENCE LINE.
 HG0375
 HG0375                          STATION RECOVERY (1967)
 HG0375
 HG0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HG0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0549 ***********************************************************************
 JG0549  DESIGNATION -  J 194
 JG0549  PID         -  JG0549
 JG0549  STATE/COUNTY-  KS/NESS
 JG0549  USGS QUAD   -  OSGOOD (1980)
 JG0549
 JG0549                         *CURRENT SURVEY CONTROL
 JG0549  ___________________________________________________________________
 JG0549* NAD 83(1986)-  38 38 30.     (N)    099 52 04.     (W)     SCALED    
 JG0549* NAVD 88     -       757.505  (meters)    2485.25   (feet)  ADJUSTED  
 JG0549  ___________________________________________________________________
 JG0549  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 JG0549  DYNAMIC HT  -         756.907 (meters)    2483.29  (feet)  COMP
 JG0549  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 JG0549
 JG0549  VERT ORDER  -  SECOND    CLASS 0
 JG0549
 JG0549.The horizontal coordinates were scaled from a topographic map and have
 JG0549.an estimated accuracy of +/- 6 seconds.
 JG0549
 JG0549.The orthometric height was determined by differential leveling
 JG0549.and adjusted by the National Geodetic Survey in June 1991..
 JG0549
 JG0549.The geoid height was determined by GEOID03.
 JG0549
 JG0549.The dynamic height is computed by dividing the NAVD 88
 JG0549.geopotential number by the normal gravity value computed on the
 JG0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0549.degrees latitude (g = 980.6199 gals.).
 JG0549
 JG0549.The modeled gravity was interpolated from observed gravity values.
 JG0549
 JG0549;                    North         East    Units  Estimated Accuracy
 JG0549;SPC KS S     -   620,080.      280,920.      MT  (+/- 180 meters Scaled)
 JG0549
 JG0549                          SUPERSEDED SURVEY CONTROL
 JG0549
 JG0549  NGVD 29 (??/??/92)  757.205  (m)         2484.26   (f) ADJ UNCH    2 0
 JG0549
 JG0549.Superseded values are not recommended for survey control.
 JG0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0549.See file dsdata.txt to determine how the superseded data were derived.
 JG0549
 JG0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH244773(NAD 83)
 JG0549_MARKER: DB = BENCH MARK DISK
 JG0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0549_STAMPING: J 194 1934
 JG0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0549+STABILITY: SURFACE MOTION
 JG0549
 JG0549  HISTORY     - Date     Condition        Report By
 JG0549  HISTORY     - 1934     MONUMENTED       CGS
 JG0549  HISTORY     - 1940     GOOD             NGS
 JG0549
 JG0549                          STATION DESCRIPTION
 JG0549
 JG0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0549'3.9 MI E FROM RANSOM.
 JG0549'3.9 MILES EAST OF THE DEPOT IN RANSOM, BENCH MARK IS ALONG THE
 JG0549'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  89 FEET SOUTHEAST
 JG0549'OF MILEPOST NO. 624.  49 FEET SOUTHEAST OF THE CENTER LINE OF
 JG0549'THE TRACK.  3.0 FEET EAST OF A 4 X 4 INCH WHITE WOODEN POST
 JG0549'PROJECTING 18 INCHES.  1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY
 JG0549'FENCE.  STD. DISK B M IN CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0287 ***********************************************************************
 JG0287  DESIGNATION -  J 195
 JG0287  PID         -  JG0287
 JG0287  STATE/COUNTY-  KS/RUSH
 JG0287  USGS QUAD   -  OTIS (1965)
 JG0287
 JG0287                         *CURRENT SURVEY CONTROL
 JG0287  ___________________________________________________________________
 JG0287* NAD 83(1986)-  38 32 26.     (N)    099 05 38.     (W)     SCALED    
 JG0287* NAVD 88     -       622.430  (meters)    2042.09   (feet)  ADJUSTED  
 JG0287  ___________________________________________________________________
 JG0287  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0287  DYNAMIC HT  -         621.962 (meters)    2040.55  (feet)  COMP
 JG0287  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 JG0287
 JG0287  VERT ORDER  -  SECOND    CLASS 0
 JG0287
 JG0287.The horizontal coordinates were scaled from a topographic map and have
 JG0287.an estimated accuracy of +/- 6 seconds.
 JG0287
 JG0287.The orthometric height was determined by differential leveling
 JG0287.and adjusted by the National Geodetic Survey in June 1991..
 JG0287
 JG0287.The geoid height was determined by GEOID03.
 JG0287
 JG0287.The dynamic height is computed by dividing the NAVD 88
 JG0287.geopotential number by the normal gravity value computed on the
 JG0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0287.degrees latitude (g = 980.6199 gals.).
 JG0287
 JG0287.The modeled gravity was interpolated from observed gravity values.
 JG0287
 JG0287;                    North         East    Units  Estimated Accuracy
 JG0287;SPC KS S     -   608,150.      348,220.      MT  (+/- 180 meters Scaled)
 JG0287
 JG0287                          SUPERSEDED SURVEY CONTROL
 JG0287
 JG0287  NGVD 29 (??/??/92)  622.187  (m)         2041.29   (f) ADJ UNCH    2 0
 JG0287
 JG0287.Superseded values are not recommended for survey control.
 JG0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0287.See file dsdata.txt to determine how the superseded data were derived.
 JG0287
 JG0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH918657(NAD 83)
 JG0287_MARKER: DB = BENCH MARK DISK
 JG0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0287_STAMPING: J 195 1934
 JG0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0287+STABILITY: SURFACE MOTION
 JG0287
 JG0287  HISTORY     - Date     Condition        Report By
 JG0287  HISTORY     - 1934     MONUMENTED       CGS
 JG0287
 JG0287                          STATION DESCRIPTION
 JG0287
 JG0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0287'12.4 MI E FROM LA CROSSE.
 JG0287'12.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0287'CITY HALL AT LA CROSSE, RUSH COUNTY, 2 FEET SOUTH OF MILEPOST
 JG0287'578, 31 FEET SOUTH OF A ROAD-CROSSING WHISTLE POST, AND 42
 JG0287'FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 JG0287'STAMPED J 195 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0407 ***********************************************************************
 JG0407  DESIGNATION -  J 196
 JG0407  PID         -  JG0407
 JG0407  STATE/COUNTY-  KS/RUSH
 JG0407  USGS QUAD   -  LIEBENTHAL (1968)
 JG0407
 JG0407                         *CURRENT SURVEY CONTROL
 JG0407  ___________________________________________________________________
 JG0407* NAD 83(1986)-  38 38 33.     (N)    099 19 08.     (W)     SCALED    
 JG0407* NAVD 88     -       603.576  (meters)    1980.23   (feet)  ADJUSTED  
 JG0407  ___________________________________________________________________
 JG0407  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0407  DYNAMIC HT  -         603.116 (meters)    1978.72  (feet)  COMP
 JG0407  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 JG0407
 JG0407  VERT ORDER  -  SECOND    CLASS 0
 JG0407
 JG0407.The horizontal coordinates were scaled from a topographic map and have
 JG0407.an estimated accuracy of +/- 6 seconds.
 JG0407
 JG0407.The orthometric height was determined by differential leveling
 JG0407.and adjusted by the National Geodetic Survey in June 1991..
 JG0407
 JG0407.The geoid height was determined by GEOID03.
 JG0407
 JG0407.The dynamic height is computed by dividing the NAVD 88
 JG0407.geopotential number by the normal gravity value computed on the
 JG0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0407.degrees latitude (g = 980.6199 gals.).
 JG0407
 JG0407.The modeled gravity was interpolated from observed gravity values.
 JG0407
 JG0407;                    North         East    Units  Estimated Accuracy
 JG0407;SPC KS S     -   619,610.      328,710.      MT  (+/- 180 meters Scaled)
 JG0407
 JG0407                          SUPERSEDED SURVEY CONTROL
 JG0407
 JG0407  NGVD 29 (??/??/92)  603.325  (m)         1979.41   (f) ADJ UNCH    2 0
 JG0407
 JG0407.Superseded values are not recommended for survey control.
 JG0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0407.See file dsdata.txt to determine how the superseded data were derived.
 JG0407
 JG0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH722771(NAD 83)
 JG0407_MARKER: DB = BENCH MARK DISK
 JG0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0407_SP_SET: BRIDGE ABUTMENT
 JG0407_STAMPING: J 196 1934
 JG0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0407
 JG0407  HISTORY     - Date     Condition        Report By
 JG0407  HISTORY     - 1934     MONUMENTED       CGS
 JG0407  HISTORY     - 1940     GOOD             NGS
 JG0407
 JG0407                          STATION DESCRIPTION
 JG0407
 JG0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0407'8.2 MI N FROM LA CROSSE.
 JG0407'8.2 MILES NORTH OF CITY HALL AT LA CROSSE.  ON TOP OF WEST
 JG0407'CONCRETE ABUTMENT AT SOUTHEND OF CONCRETE HIGHWAY BRIDGE OVER
 JG0407'LARGE DRY WASH.  0.6 MILE SOUTH OF LIEBENTHAL.  12 FEET WEST
 JG0407'OF CENTERLINE OF STATE HIGHWAY 1.
 JG0407
 JG0407                          STATION RECOVERY (1940)
 JG0407
 JG0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 JG0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1096 ***********************************************************************
 JF1096  DESIGNATION -  J 197
 JF1096  PID         -  JF1096
 JF1096  STATE/COUNTY-  KS/MCPHERSON
 JF1096  USGS QUAD   -  MARQUETTE (1979)
 JF1096
 JF1096                         *CURRENT SURVEY CONTROL
 JF1096  ___________________________________________________________________
 JF1096* NAD 83(1986)-  38 33 05.     (N)    097 48 02.     (W)     SCALED    
 JF1096* NAVD 88     -       426.099  (meters)    1397.96   (feet)  ADJUSTED  
 JF1096  ___________________________________________________________________
 JF1096  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 JF1096  DYNAMIC HT  -         425.792 (meters)    1396.95  (feet)  COMP
 JF1096  MODELED GRAV-     979,893.7   (mgal)                       NAVD 88
 JF1096
 JF1096  VERT ORDER  -  SECOND    CLASS 0
 JF1096
 JF1096.The horizontal coordinates were scaled from a topographic map and have
 JF1096.an estimated accuracy of +/- 6 seconds.
 JF1096
 JF1096.The orthometric height was determined by differential leveling
 JF1096.and adjusted by the National Geodetic Survey in June 1991..
 JF1096
 JF1096.The geoid height was determined by GEOID03.
 JF1096
 JF1096.The dynamic height is computed by dividing the NAVD 88
 JF1096.geopotential number by the normal gravity value computed on the
 JF1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1096.degrees latitude (g = 980.6199 gals.).
 JF1096
 JF1096.The modeled gravity was interpolated from observed gravity values.
 JF1096
 JF1096;                    North         East    Units  Estimated Accuracy
 JF1096;SPC KS S     -   609,410.      460,970.      MT  (+/- 180 meters Scaled)
 JF1096
 JF1096                          SUPERSEDED SURVEY CONTROL
 JF1096
 JF1096  NGVD 29 (??/??/92)  425.958  (m)         1397.50   (f) ADJ UNCH    2 0
 JF1096
 JF1096.Superseded values are not recommended for survey control.
 JF1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1096.See file dsdata.txt to determine how the superseded data were derived.
 JF1096
 JF1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH045676(NAD 83)
 JF1096_MARKER: DB = BENCH MARK DISK
 JF1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1096_STAMPING: J-197 1934
 JF1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1096+STABILITY: SURFACE MOTION
 JF1096
 JF1096  HISTORY     - Date     Condition        Report By
 JF1096  HISTORY     - 1934     MONUMENTED       CGS
 JF1096  HISTORY     - 1964     MARK NOT FOUND   USGS
 JF1096
 JF1096                          STATION DESCRIPTION
 JF1096
 JF1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF1096'7.6 MI W FROM LINDSBORG.
 JF1096'7.6 MILES WEST OF LINDSBORG CRIST MILL AT LINDSBORG, 93 FEET
 JF1096'NORTHEAST OF CENTERLINE OF MISSOURI PACIFIC RAILROAD.  45 FEET
 JF1096'NORTHEAST OF CENTERLINE OF EAST-AND-WEST ROAD.  2 FEET SOUTHWEST
 JF1096'OF FENCE LINE.  4 FEET BELOW LEVEL OF RAILS.
 JF1096
 JF1096                          STATION RECOVERY (1964)
 JF1096
 JF1096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JF1096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0112 ***********************************************************************
 JG0112  DESIGNATION -  J 198
 JG0112  PID         -  JG0112
 JG0112  STATE/COUNTY-  KS/BARTON
 JG0112  USGS QUAD   -  RAYMOND (1970)
 JG0112
 JG0112                         *CURRENT SURVEY CONTROL
 JG0112  ___________________________________________________________________
 JG0112* NAD 83(1986)-  38 18 36.     (N)    098 28 45.     (W)     SCALED    
 JG0112* NAVD 88     -       531.973  (meters)    1745.31   (feet)  ADJUSTED  
 JG0112  ___________________________________________________________________
 JG0112  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 JG0112  DYNAMIC HT  -         531.575 (meters)    1744.01  (feet)  COMP
 JG0112  MODELED GRAV-     979,864.8   (mgal)                       NAVD 88
 JG0112
 JG0112  VERT ORDER  -  SECOND    CLASS 0
 JG0112
 JG0112.The horizontal coordinates were scaled from a topographic map and have
 JG0112.an estimated accuracy of +/- 6 seconds.
 JG0112
 JG0112.The orthometric height was determined by differential leveling
 JG0112.and adjusted by the National Geodetic Survey in June 1991..
 JG0112
 JG0112.The geoid height was determined by GEOID03.
 JG0112
 JG0112.The dynamic height is computed by dividing the NAVD 88
 JG0112.geopotential number by the normal gravity value computed on the
 JG0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0112.degrees latitude (g = 980.6199 gals.).
 JG0112
 JG0112.The modeled gravity was interpolated from observed gravity values.
 JG0112
 JG0112;                    North         East    Units  Estimated Accuracy
 JG0112;SPC KS S     -   582,390.      401,820.      MT  (+/- 180 meters Scaled)
 JG0112
 JG0112                          SUPERSEDED SURVEY CONTROL
 JG0112
 JG0112  NGVD 29 (??/??/92)  531.837  (m)         1744.87   (f) ADJ UNCH    2 0
 JG0112
 JG0112.Superseded values are not recommended for survey control.
 JG0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0112.See file dsdata.txt to determine how the superseded data were derived.
 JG0112
 JG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH455403(NAD 83)
 JG0112_MARKER: DB = BENCH MARK DISK
 JG0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0112_STAMPING: J 198 1934
 JG0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0112+STABILITY: SURFACE MOTION
 JG0112
 JG0112  HISTORY     - Date     Condition        Report By
 JG0112  HISTORY     - 1934     MONUMENTED       CGS
 JG0112
 JG0112                          STATION DESCRIPTION
 JG0112
 JG0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0112'6.8 MI SE FROM ELLINWOOD.
 JG0112'6.8 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JG0112'RAILWAY FROM THE STATION AT ELLINWOOD, BARTON COUNTY, AT THE
 JG0112'RICE-BARTON COUNTY LINE, 52 FEET SOUTHWEST OF THE CENTERLINE OF
 JG0112'THE TRACK, 4 FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET
 JG0112'SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK,
 JG0112'STAMPED J 198 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0067 ***********************************************************************
 HG0067  DESIGNATION -  J 199
 HG0067  PID         -  HG0067
 HG0067  STATE/COUNTY-  KS/RENO
 HG0067  USGS QUAD   -  PLEVNA (1971)
 HG0067
 HG0067                         *CURRENT SURVEY CONTROL
 HG0067  ___________________________________________________________________
 HG0067* NAD 83(1986)-  37 58 26.     (N)    098 18 40.     (W)     SCALED    
 HG0067* NAVD 88     -       511.727  (meters)    1678.89   (feet)  ADJUSTED  
 HG0067  ___________________________________________________________________
 HG0067  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 HG0067  DYNAMIC HT  -         511.322 (meters)    1677.56  (feet)  COMP
 HG0067  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 HG0067
 HG0067  VERT ORDER  -  SECOND    CLASS 0
 HG0067
 HG0067.The horizontal coordinates were scaled from a topographic map and have
 HG0067.an estimated accuracy of +/- 6 seconds.
 HG0067
 HG0067.The orthometric height was determined by differential leveling
 HG0067.and adjusted by the National Geodetic Survey in June 1991..
 HG0067
 HG0067.The geoid height was determined by GEOID03.
 HG0067
 HG0067.The dynamic height is computed by dividing the NAVD 88
 HG0067.geopotential number by the normal gravity value computed on the
 HG0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0067.degrees latitude (g = 980.6199 gals.).
 HG0067
 HG0067.The modeled gravity was interpolated from observed gravity values.
 HG0067
 HG0067;                    North         East    Units  Estimated Accuracy
 HG0067;SPC KS S     -   545,100.      416,600.      MT  (+/- 180 meters Scaled)
 HG0067
 HG0067                          SUPERSEDED SURVEY CONTROL
 HG0067
 HG0067  NGVD 29 (??/??/92)  511.576  (m)         1678.40   (f) ADJ UNCH    2 0
 HG0067
 HG0067.Superseded values are not recommended for survey control.
 HG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0067.See file dsdata.txt to determine how the superseded data were derived.
 HG0067
 HG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH605031(NAD 83)
 HG0067_MARKER: DB = BENCH MARK DISK
 HG0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0067_STAMPING: J 199 1934
 HG0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0067+STABILITY: SURFACE MOTION
 HG0067
 HG0067  HISTORY     - Date     Condition        Report By
 HG0067  HISTORY     - 1934     MONUMENTED       CGS
 HG0067  HISTORY     - 1971     MARK NOT FOUND   USGS
 HG0067
 HG0067                          STATION DESCRIPTION
 HG0067
 HG0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0067'5.3 MI E FROM SYLVIA.
 HG0067'5.3 MILES EAST OF AT AND SF RR DEPOT AT SYLVIA 110 FEET NORTHWEST
 HG0067'OF MILE POST 241.  49 FEET NORTH OF CENTERLINE OF ATCHISON TOPEKA
 HG0067'AND SANTA FE RAILROAD.  1 FOOT SOUTH OF RIGHT-OF-WAY FENCE
 HG0067'LINE.  3 FEET BELOW LEVEL OF RAILS.
 HG0067
 HG0067                          STATION RECOVERY (1971)
 HG0067
 HG0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HG0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0029 ***********************************************************************
 JH0029  DESIGNATION -  J 20
 JH0029  PID         -  JH0029
 JH0029  STATE/COUNTY-  KS/NESS
 JH0029  USGS QUAD   -  UTICA (1981)
 JH0029
 JH0029                         *CURRENT SURVEY CONTROL
 JH0029  ___________________________________________________________________
 JH0029* NAD 83(1986)-  38 38 29.     (N)    100 09 55.     (W)     SCALED    
 JH0029* NAVD 88     -       798.255  (meters)    2618.94   (feet)  ADJUSTED  
 JH0029  ___________________________________________________________________
 JH0029  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 JH0029  DYNAMIC HT  -         797.618 (meters)    2616.85  (feet)  COMP
 JH0029  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 JH0029
 JH0029  VERT ORDER  -  SECOND    CLASS 0
 JH0029
 JH0029.The horizontal coordinates were scaled from a topographic map and have
 JH0029.an estimated accuracy of +/- 6 seconds.
 JH0029
 JH0029.The orthometric height was determined by differential leveling
 JH0029.and adjusted by the National Geodetic Survey in June 1991..
 JH0029
 JH0029.The geoid height was determined by GEOID03.
 JH0029
 JH0029.The dynamic height is computed by dividing the NAVD 88
 JH0029.geopotential number by the normal gravity value computed on the
 JH0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0029.degrees latitude (g = 980.6199 gals.).
 JH0029
 JH0029.The modeled gravity was interpolated from observed gravity values.
 JH0029
 JH0029;                    North         East    Units  Estimated Accuracy
 JH0029;SPC KS S     -   620,470.      255,020.      MT  (+/- 180 meters Scaled)
 JH0029
 JH0029                          SUPERSEDED SURVEY CONTROL
 JH0029
 JH0029  NGVD 29 (??/??/92)  797.961  (m)         2617.98   (f) ADJ UNCH    2 0
 JH0029
 JH0029.Superseded values are not recommended for survey control.
 JH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0029.See file dsdata.txt to determine how the superseded data were derived.
 JH0029
 JH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH985776(NAD 83)
 JH0029_MARKER: DB = BENCH MARK DISK
 JH0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0029+STABILITY: SURFACE MOTION
 JH0029
 JH0029  HISTORY     - Date     Condition        Report By
 JH0029  HISTORY     - UNK      MONUMENTED       CGS
 JH0029  HISTORY     - 1934     GOOD             NGS
 JH0029
 JH0029                          STATION DESCRIPTION
 JH0029
 JH0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0029'AT UTICA.
 JH0029'AT UTICA LOCATED ON THE R. OF W. OF THE M.P.R.R. CO.  120 YDS.
 JH0029'EAST OF THE CENTER OF STATION UTICA.  84 FT. S.W. OF POLE 640-10.
 JH0029'24 FT. SOUTH OF THE CENTER LINE OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0547 ***********************************************************************
 JF0547  DESIGNATION -  J 213
 JF0547  PID         -  JF0547
 JF0547  STATE/COUNTY-  KS/DICKINSON
 JF0547  USGS QUAD   -  HOPE (1985)
 JF0547
 JF0547                         *CURRENT SURVEY CONTROL
 JF0547  ___________________________________________________________________
 JF0547* NAD 83(1986)-  38 41 13.     (N)    097 06 54.     (W)     SCALED    
 JF0547* NAVD 88     -       415.538  (meters)    1363.31   (feet)  ADJUSTED  
 JF0547  ___________________________________________________________________
 JF0547  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 JF0547  DYNAMIC HT  -         415.238 (meters)    1362.33  (feet)  COMP
 JF0547  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 JF0547
 JF0547  VERT ORDER  -  SECOND    CLASS 0
 JF0547
 JF0547.The horizontal coordinates were scaled from a topographic map and have
 JF0547.an estimated accuracy of +/- 6 seconds.
 JF0547
 JF0547.The orthometric height was determined by differential leveling
 JF0547.and adjusted by the National Geodetic Survey in June 1991..
 JF0547
 JF0547.The geoid height was determined by GEOID03.
 JF0547
 JF0547.The dynamic height is computed by dividing the NAVD 88
 JF0547.geopotential number by the normal gravity value computed on the
 JF0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0547.degrees latitude (g = 980.6199 gals.).
 JF0547
 JF0547.The modeled gravity was interpolated from observed gravity values.
 JF0547
 JF0547;                    North         East    Units  Estimated Accuracy
 JF0547;SPC KS N     -    39,630.      477,000.      MT  (+/- 180 meters Scaled)
 JF0547
 JF0547                          SUPERSEDED SURVEY CONTROL
 JF0547
 JF0547  NGVD 29 (??/??/92)  415.389  (m)         1362.82   (f) ADJ UNCH    2 0
 JF0547
 JF0547.Superseded values are not recommended for survey control.
 JF0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0547.See file dsdata.txt to determine how the superseded data were derived.
 JF0547
 JF0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH639837(NAD 83)
 JF0547_MARKER: DB = BENCH MARK DISK
 JF0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0547+STABILITY: SURFACE MOTION
 JF0547
 JF0547  HISTORY     - Date     Condition        Report By
 JF0547  HISTORY     - UNK      MONUMENTED       CGS
 JF0547  HISTORY     - 1935     GOOD             NGS
 JF0547
 JF0547                          STATION DESCRIPTION
 JF0547
 JF0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0547'2 MI W FROM HOPE.
 JF0547'2 MILES WEST OF HOPE, KANS. ON THE MO. PACIFIC R.R. 65 FEET SOUTH
 JF0547'OF TRACK, MILE 460 AND 33 POLES.  25 FEET EAST OF ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0417 ***********************************************************************
 JF0417  DESIGNATION -  J 215
 JF0417  PID         -  JF0417
 JF0417  STATE/COUNTY-  KS/MORRIS
 JF0417  USGS QUAD   -  WHITE CITY (1971)
 JF0417
 JF0417                         *CURRENT SURVEY CONTROL
 JF0417  ___________________________________________________________________
 JF0417* NAD 83(1986)-  38 49 45.     (N)    096 40 04.     (W)     SCALED    
 JF0417* NAVD 88     -       451.005  (meters)    1479.67   (feet)  ADJUSTED  
 JF0417  ___________________________________________________________________
 JF0417  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 JF0417  DYNAMIC HT  -         450.686 (meters)    1478.63  (feet)  COMP
 JF0417  MODELED GRAV-     979,908.6   (mgal)                       NAVD 88
 JF0417
 JF0417  VERT ORDER  -  SECOND    CLASS 0
 JF0417
 JF0417.The horizontal coordinates were scaled from a topographic map and have
 JF0417.an estimated accuracy of +/- 6 seconds.
 JF0417
 JF0417.The orthometric height was determined by differential leveling
 JF0417.and adjusted by the National Geodetic Survey in June 1991..
 JF0417
 JF0417.The geoid height was determined by GEOID03.
 JF0417
 JF0417.The dynamic height is computed by dividing the NAVD 88
 JF0417.geopotential number by the normal gravity value computed on the
 JF0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0417.degrees latitude (g = 980.6199 gals.).
 JF0417
 JF0417.The modeled gravity was interpolated from observed gravity values.
 JF0417
 JF0417;                    North         East    Units  Estimated Accuracy
 JF0417;SPC KS N     -    55,890.      515,680.      MT  (+/- 180 meters Scaled)
 JF0417
 JF0417                          SUPERSEDED SURVEY CONTROL
 JF0417
 JF0417  NGVD 29 (??/??/92)  450.840  (m)         1479.13   (f) ADJ UNCH    2 0
 JF0417
 JF0417.Superseded values are not recommended for survey control.
 JF0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0417.See file dsdata.txt to determine how the superseded data were derived.
 JF0417
 JF0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ024004(NAD 83)
 JF0417_MARKER: DB = BENCH MARK DISK
 JF0417_SETTING: 0 = UNSPECIFIED SETTING
 JF0417_STAMPING: J 215 1934
 JF0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0417
 JF0417  HISTORY     - Date     Condition        Report By
 JF0417  HISTORY     - 1934     MONUMENTED       CGS
 JF0417  HISTORY     - 1968     GOOD             NGS
 JF0417
 JF0417                          STATION DESCRIPTION
 JF0417
 JF0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JF0417'4.3 MI NE FROM WHITE CITY.
 JF0417'4.3 MILES NORTHEAST A METAL WITNESS POST SET 1 FOOT EAST OF
 JF0417'MARK, PROJECTS 4 INCHES.  4 POLES NORTHEAST OF MILE POST 152,
 JF0417'AT A ROAD CROSSING, 60 FEET EAST OF CENTER LINE OF ROAD, 65
 JF0417'FEET SOUTH OF CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0063 ***********************************************************************
 HH0063  DESIGNATION -  J 22
 HH0063  PID         -  HH0063
 HH0063  STATE/COUNTY-  KS/MEADE
 HH0063  USGS QUAD   -  MEADE (1983)
 HH0063
 HH0063                         *CURRENT SURVEY CONTROL
 HH0063  ___________________________________________________________________
 HH0063* NAD 83(1986)-  37 19 07.     (N)    100 17 26.     (W)     SCALED    
 HH0063* NAVD 88     -       750.673  (meters)    2462.83   (feet)  ADJUSTED  
 HH0063  ___________________________________________________________________
 HH0063  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 HH0063  DYNAMIC HT  -         749.982 (meters)    2460.57  (feet)  COMP
 HH0063  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 HH0063
 HH0063  VERT ORDER  -  SECOND    CLASS 0
 HH0063
 HH0063.The horizontal coordinates were scaled from a topographic map and have
 HH0063.an estimated accuracy of +/- 6 seconds.
 HH0063
 HH0063.The orthometric height was determined by differential leveling
 HH0063.and adjusted by the National Geodetic Survey in June 1991..
 HH0063
 HH0063.The geoid height was determined by GEOID03.
 HH0063
 HH0063.The dynamic height is computed by dividing the NAVD 88
 HH0063.geopotential number by the normal gravity value computed on the
 HH0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0063.degrees latitude (g = 980.6199 gals.).
 HH0063
 HH0063.The modeled gravity was interpolated from observed gravity values.
 HH0063
 HH0063;                    North         East    Units  Estimated Accuracy
 HH0063;SPC KS S     -   473,880.      241,300.      MT  (+/- 180 meters Scaled)
 HH0063
 HH0063                          SUPERSEDED SURVEY CONTROL
 HH0063
 HH0063  NGVD 29 (??/??/92)  750.344  (m)         2461.75   (f) ADJ UNCH    2 0
 HH0063
 HH0063.Superseded values are not recommended for survey control.
 HH0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0063.See file dsdata.txt to determine how the superseded data were derived.
 HH0063
 HH0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG856309(NAD 83)
 HH0063_MARKER: DB = BENCH MARK DISK
 HH0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0063_SP_SET: CULVERT
 HH0063_STAMPING: J 22 1933
 HH0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0063
 HH0063  HISTORY     - Date     Condition        Report By
 HH0063  HISTORY     - 1933     MONUMENTED       CGS
 HH0063
 HH0063                          STATION DESCRIPTION
 HH0063
 HH0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0063'3.6 MI NE FROM MEADE.
 HH0063'ABOUT 3.6 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0063'PACIFIC RAILWAY FROM THE STATION AT MEADE, MEADE COUNTY, ABOUT
 HH0063'17 POLES SOUTHWEST OF MILEPOST 387, AT A ROAD CROSSING, 28 FEET
 HH0063'SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF THE
 HH0063'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A CONCRETE
 HH0063'BOX ROAD CULVERT.  A STANDARD DISK, STAMPED J 22 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1003 ***********************************************************************
 JE1003  DESIGNATION -  J 221
 JE1003  PID         -  JE1003
 JE1003  STATE/COUNTY-  KS/FRANKLIN
 JE1003  USGS QUAD   -  RANTOUL (1983)
 JE1003
 JE1003                         *CURRENT SURVEY CONTROL
 JE1003  ___________________________________________________________________
 JE1003* NAD 83(1986)-  38 32 57.     (N)    095 06 00.     (W)     SCALED    
 JE1003* NAVD 88     -       271.990  (meters)     892.35   (feet)  ADJUSTED  
 JE1003  ___________________________________________________________________
 JE1003  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JE1003  DYNAMIC HT  -         271.799 (meters)     891.73  (feet)  COMP
 JE1003  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 JE1003
 JE1003  VERT ORDER  -  SECOND    CLASS 0
 JE1003
 JE1003.The horizontal coordinates were scaled from a topographic map and have
 JE1003.an estimated accuracy of +/- 6 seconds.
 JE1003
 JE1003.The orthometric height was determined by differential leveling
 JE1003.and adjusted by the National Geodetic Survey in June 1991..
 JE1003
 JE1003.The geoid height was determined by GEOID03.
 JE1003
 JE1003.The dynamic height is computed by dividing the NAVD 88
 JE1003.geopotential number by the normal gravity value computed on the
 JE1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1003.degrees latitude (g = 980.6199 gals.).
 JE1003
 JE1003.The modeled gravity was interpolated from observed gravity values.
 JE1003
 JE1003;                    North         East    Units  Estimated Accuracy
 JE1003;SPC KS S     -   614,340.      696,320.      MT  (+/- 180 meters Scaled)
 JE1003
 JE1003                          SUPERSEDED SURVEY CONTROL
 JE1003
 JE1003  NGVD 29 (??/??/92)  271.858  (m)          891.92   (f) ADJ UNCH    2 0
 JE1003
 JE1003.Superseded values are not recommended for survey control.
 JE1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1003.See file dsdata.txt to determine how the superseded data were derived.
 JE1003
 JE1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC170688(NAD 83)
 JE1003_MARKER: DB = BENCH MARK DISK
 JE1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1003_STAMPING: J 221 1934
 JE1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1003+STABILITY: SURFACE MOTION
 JE1003
 JE1003  HISTORY     - Date     Condition        Report By
 JE1003  HISTORY     - 1934     MONUMENTED       CGS
 JE1003  HISTORY     - 1950     GOOD             NGS
 JE1003
 JE1003                          STATION DESCRIPTION
 JE1003
 JE1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE1003'AT RANTOUL.
 JE1003'AT RANTOUL, FRANKLIN COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 JE1003'3-1/2 POLES SOUTHEAST OF THE STATION, 120 FEET SOUTH OF THE
 JE1003'CROSSING OF AN EAST-AND-WEST ROAD, 110 FEET SOUTHEAST OF AN
 JE1003'ELECTRIC WARNING SIGNAL, 108 FEET NORTHWEST OF THE RIGHT-OF-WAY
 JE1003'FENCE CORNER, 29 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 29 FEET
 JE1003'SOUTHEAST OF A LARGE TREE, AND 3 FEET EAST OF A WHITE WOODEN
 JE1003'WITNESS POST.  A STANDARD DISK, STAMPED J 221 1934 AND SET IN THE
 JE1003'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0819 ***********************************************************************
 JE0819  DESIGNATION -  J 222
 JE0819  PID         -  JE0819
 JE0819  STATE/COUNTY-  KS/JOHNSON
 JE0819  USGS QUAD   -  OCHELTREE (1991)
 JE0819
 JE0819                         *CURRENT SURVEY CONTROL
 JE0819  ___________________________________________________________________
 JE0819* NAD 83(1986)-  38 47 47.     (N)    094 48 57.     (W)     SCALED    
 JE0819* NAVD 88     -       333.714  (meters)    1094.86   (feet)  ADJUSTED  
 JE0819  ___________________________________________________________________
 JE0819  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 JE0819  DYNAMIC HT  -         333.488 (meters)    1094.12  (feet)  COMP
 JE0819  MODELED GRAV-     979,942.2   (mgal)                       NAVD 88
 JE0819
 JE0819  VERT ORDER  -  SECOND    CLASS 0
 JE0819
 JE0819.The horizontal coordinates were scaled from a topographic map and have
 JE0819.an estimated accuracy of +/- 6 seconds.
 JE0819
 JE0819.The orthometric height was determined by differential leveling
 JE0819.and adjusted by the National Geodetic Survey in June 1991..
 JE0819
 JE0819.The geoid height was determined by GEOID03.
 JE0819
 JE0819.The dynamic height is computed by dividing the NAVD 88
 JE0819.geopotential number by the normal gravity value computed on the
 JE0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0819.degrees latitude (g = 980.6199 gals.).
 JE0819
 JE0819.The modeled gravity was interpolated from observed gravity values.
 JE0819
 JE0819;                    North         East    Units  Estimated Accuracy
 JE0819;SPC KS N     -    56,270.      676,560.      MT  (+/- 180 meters Scaled)
 JE0819
 JE0819                          SUPERSEDED SURVEY CONTROL
 JE0819
 JE0819  NGVD 29 (??/??/92)  333.586  (m)         1094.44   (f) ADJ UNCH    2 0
 JE0819
 JE0819.Superseded values are not recommended for survey control.
 JE0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0819.See file dsdata.txt to determine how the superseded data were derived.
 JE0819
 JE0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC423957(NAD 83)
 JE0819_MARKER: DB = BENCH MARK DISK
 JE0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0819_STAMPING: J222 1934
 JE0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0819+STABILITY: SURFACE MOTION
 JE0819
 JE0819  HISTORY     - Date     Condition        Report By
 JE0819  HISTORY     - 1934     MONUMENTED       CGS
 JE0819  HISTORY     - 1950     GOOD             NGS
 JE0819  HISTORY     - 20060722 MARK NOT FOUND   GEOCAC
 JE0819
 JE0819                          STATION DESCRIPTION
 JE0819
 JE0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0819'6 MI S FROM OLATHE.
 JE0819'6.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JE0819'OLATHE, 22 FEET NORTH OF THE 19TH POLE SOUTH OF MILEPOST 26,
 JE0819'51 FEET SOUTH OF THE CENTER OF ROAD, 38 FEET EAST OF THE EAST
 JE0819'RAIL AND 33 FEET WEST OF THE CENTER OF ROAD.  THE DISK IS SET IN
 JE0819'THE TOP OF A CONCRETE POST, PROJECTING 4 INCHES.
 JE0819
 JE0819                          STATION RECOVERY (2006)
 JE0819
 JE0819'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE0819'THE LOCATION IS THE SITE OF A PILE OF CRUSHED ROCK USED TO ELEVATE A
 JE0819'RAILROAD SIGNAL HUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0115 ***********************************************************************
 JF0115  DESIGNATION -  J 223
 JF0115  PID         -  JF0115
 JF0115  STATE/COUNTY-  KS/MORRIS
 JF0115  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0115
 JF0115                         *CURRENT SURVEY CONTROL
 JF0115  ___________________________________________________________________
 JF0115* NAD 83(1986)-  38 38 01.     (N)    096 27 18.     (W)     SCALED    
 JF0115* NAVD 88     -       371.457  (meters)    1218.69   (feet)  ADJUSTED  
 JF0115  ___________________________________________________________________
 JF0115  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 JF0115  DYNAMIC HT  -         371.194 (meters)    1217.83  (feet)  COMP
 JF0115  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 JF0115
 JF0115  VERT ORDER  -  SECOND    CLASS 0
 JF0115
 JF0115.The horizontal coordinates were scaled from a topographic map and have
 JF0115.an estimated accuracy of +/- 6 seconds.
 JF0115
 JF0115.The orthometric height was determined by differential leveling
 JF0115.and adjusted by the National Geodetic Survey in June 1991..
 JF0115
 JF0115.The geoid height was determined by GEOID03.
 JF0115
 JF0115.The dynamic height is computed by dividing the NAVD 88
 JF0115.geopotential number by the normal gravity value computed on the
 JF0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0115.degrees latitude (g = 980.6199 gals.).
 JF0115
 JF0115.The modeled gravity was interpolated from observed gravity values.
 JF0115
 JF0115;                    North         East    Units  Estimated Accuracy
 JF0115;SPC KS N     -    34,480.      534,520.      MT  (+/- 180 meters Scaled)
 JF0115
 JF0115                          SUPERSEDED SURVEY CONTROL
 JF0115
 JF0115  NGVD 29 (??/??/92)  371.312  (m)         1218.21   (f) ADJ UNCH    2 0
 JF0115
 JF0115.Superseded values are not recommended for survey control.
 JF0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0115.See file dsdata.txt to determine how the superseded data were derived.
 JF0115
 JF0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH215791(NAD 83)
 JF0115_MARKER: DB = BENCH MARK DISK
 JF0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0115+STABILITY: SURFACE MOTION
 JF0115
 JF0115  HISTORY     - Date     Condition        Report By
 JF0115  HISTORY     - UNK      MONUMENTED       CGS
 JF0115  HISTORY     - 1935     GOOD             NGS
 JF0115  HISTORY     - 1971     MARK NOT FOUND   USGS
 JF0115
 JF0115                          STATION DESCRIPTION
 JF0115
 JF0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0115'2.3 MI SE FROM COUNCIL GROVE.
 JF0115'2.3 MILES S.E. OF COUNCIL GROVE STATION ALONG M.K. AND T. RR.
 JF0115'AT MP 118.  MARK IS 10 YDS. E. OF CENTER LINE OF TRACK, 12 YDS.
 JF0115'S. OF FARM CROSSING AND 2 YDS. W. OF POWER LINE.  TRANSFORMER
 JF0115'POLE.  NOTE-- RR GRADE HAS BEEN LEVELED AND FARMED OVER.
 JF0115'MARK HAS PROBABLY BEEN DESTROYED BY FARM OPERATIONS.
 JF0115
 JF0115                          STATION RECOVERY (1971)
 JF0115
 JF0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JF0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0391 ***********************************************************************
 HE0391  DESIGNATION -  J 224
 HE0391  PID         -  HE0391
 HE0391  STATE/COUNTY-  KS/NEOSHO
 HE0391  USGS QUAD   -  ERIE (1973)
 HE0391
 HE0391                         *CURRENT SURVEY CONTROL
 HE0391  ___________________________________________________________________
 HE0391* NAD 83(1986)-  37 34 35.     (N)    095 14 11.     (W)     SCALED    
 HE0391* NAVD 88     -       276.911  (meters)     908.50   (feet)  ADJUSTED  
 HE0391  ___________________________________________________________________
 HE0391  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HE0391  DYNAMIC HT  -         276.694 (meters)     907.79  (feet)  COMP
 HE0391  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 HE0391
 HE0391  VERT ORDER  -  SECOND    CLASS 0
 HE0391
 HE0391.The horizontal coordinates were scaled from a topographic map and have
 HE0391.an estimated accuracy of +/- 6 seconds.
 HE0391
 HE0391.The orthometric height was determined by differential leveling
 HE0391.and adjusted by the National Geodetic Survey in June 1991..
 HE0391
 HE0391.The geoid height was determined by GEOID03.
 HE0391
 HE0391.The dynamic height is computed by dividing the NAVD 88
 HE0391.geopotential number by the normal gravity value computed on the
 HE0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0391.degrees latitude (g = 980.6199 gals.).
 HE0391
 HE0391.The modeled gravity was interpolated from observed gravity values.
 HE0391
 HE0391;                    North         East    Units  Estimated Accuracy
 HE0391;SPC KS S     -   506,010.      688,220.      MT  (+/- 180 meters Scaled)
 HE0391
 HE0391                          SUPERSEDED SURVEY CONTROL
 HE0391
 HE0391  NGVD 29 (??/??/92)  276.785  (m)          908.09   (f) ADJ UNCH    2 0
 HE0391
 HE0391.Superseded values are not recommended for survey control.
 HE0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0391.See file dsdata.txt to determine how the superseded data were derived.
 HE0391
 HE0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB025611(NAD 83)
 HE0391_MARKER: DB = BENCH MARK DISK
 HE0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0391_STAMPING: J 224 1935
 HE0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0391+STABILITY: SURFACE MOTION
 HE0391
 HE0391  HISTORY     - Date     Condition        Report By
 HE0391  HISTORY     - 1935     MONUMENTED       CGS
 HE0391  HISTORY     - 1964     GOOD             NGS
 HE0391
 HE0391                          STATION DESCRIPTION
 HE0391
 HE0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0391'0.3 MI NE FROM ERIE.
 HE0391'0.3 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0391'RAILROAD FROM THE STATION AT ERIE TO THE JUNCTION OF THE MISSOURI,
 HE0391'KANSAS AND TEXAS RAILROAD.  44.0 FEET NORTH OF THE CENTER
 HE0391'OF THE A.T. AND S.F. RY. TRACK, 35.0 FEET EAST OF THE CENTER
 HE0391'OF THE M.K. AND T. RY. TRACK, 3.0 FEET WEST OF A BRACED TELEPHONE
 HE0391'POLE.  SET IN THE TOP OF A 12 SQUARE INCH CONCRETE MONUMENT
 HE0391'WHICH PROJECTS 0.4 FEET ABOVE THE SURFACE.  STAMPED J 224 1935
 HE0391
 HE0391                          STATION RECOVERY (1964)
 HE0391
 HE0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0039 ***********************************************************************
 JF0039  DESIGNATION -  J 229
 JF0039  PID         -  JF0039
 JF0039  STATE/COUNTY-  KS/MORRIS
 JF0039  USGS QUAD   -  BUSHONG (1971)
 JF0039
 JF0039                         *CURRENT SURVEY CONTROL
 JF0039  ___________________________________________________________________
 JF0039* NAD 83(1986)-  38 37 53.     (N)    096 21 24.     (W)     SCALED    
 JF0039* NAVD 88     -       391.596  (meters)    1284.76   (feet)  ADJUSTED  
 JF0039  ___________________________________________________________________
 JF0039  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JF0039  DYNAMIC HT  -         391.320 (meters)    1283.86  (feet)  COMP
 JF0039  MODELED GRAV-     979,911.8   (mgal)                       NAVD 88
 JF0039
 JF0039  VERT ORDER  -  SECOND    CLASS 0
 JF0039
 JF0039.The horizontal coordinates were scaled from a topographic map and have
 JF0039.an estimated accuracy of +/- 6 seconds.
 JF0039
 JF0039.The orthometric height was determined by differential leveling
 JF0039.and adjusted by the National Geodetic Survey in June 1991..
 JF0039
 JF0039.The geoid height was determined by GEOID03.
 JF0039
 JF0039.The dynamic height is computed by dividing the NAVD 88
 JF0039.geopotential number by the normal gravity value computed on the
 JF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0039.degrees latitude (g = 980.6199 gals.).
 JF0039
 JF0039.The modeled gravity was interpolated from observed gravity values.
 JF0039
 JF0039;                    North         East    Units  Estimated Accuracy
 JF0039;SPC KS N     -    34,390.      543,090.      MT  (+/- 180 meters Scaled)
 JF0039
 JF0039                          SUPERSEDED SURVEY CONTROL
 JF0039
 JF0039  NGVD 29 (??/??/92)  391.452  (m)         1284.29   (f) ADJ UNCH    2 0
 JF0039
 JF0039.Superseded values are not recommended for survey control.
 JF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0039.See file dsdata.txt to determine how the superseded data were derived.
 JF0039
 JF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH300791(NAD 83)
 JF0039_MARKER: DB = BENCH MARK DISK
 JF0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0039+STABILITY: SURFACE MOTION
 JF0039
 JF0039  HISTORY     - Date     Condition        Report By
 JF0039  HISTORY     - 1935     MONUMENTED       CGS
 JF0039  HISTORY     - 1971     MARK NOT FOUND   NGS
 JF0039
 JF0039                          STATION DESCRIPTION
 JF0039
 JF0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JF0039'5.7 MI W FROM BUSHONG.
 JF0039'5.7 MILES W. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 416/33.
 JF0039'MARK IS ACROSS TRACKS TO THE S. FROM STOCKYARDS, 7 YDS. S. OF
 JF0039'CENTER LINE OF MAIN TRACK AND IN LINE WITH E. EDGE OF LOADING
 JF0039'PLATFORM.
 JF0039
 JF0039                          STATION RECOVERY (1971)
 JF0039
 JF0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JF0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0583 ***********************************************************************
 HG0583  DESIGNATION -  J 23
 HG0583  PID         -  HG0583
 HG0583  STATE/COUNTY-  KS/FORD
 HG0583  USGS QUAD   -  KINGSDOWN (1969)
 HG0583
 HG0583                         *CURRENT SURVEY CONTROL
 HG0583  ___________________________________________________________________
 HG0583* NAD 83(1986)-  37 31 32.     (N)    099 45 43.     (W)     SCALED    
 HG0583* NAVD 88     -       771.708  (meters)    2531.85   (feet)  ADJUSTED  
 HG0583  ___________________________________________________________________
 HG0583  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 HG0583  DYNAMIC HT  -         771.024 (meters)    2529.60  (feet)  COMP
 HG0583  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 HG0583
 HG0583  VERT ORDER  -  SECOND    CLASS 0
 HG0583
 HG0583.The horizontal coordinates were scaled from a topographic map and have
 HG0583.an estimated accuracy of +/- 6 seconds.
 HG0583
 HG0583.The orthometric height was determined by differential leveling
 HG0583.and adjusted by the National Geodetic Survey in June 1991..
 HG0583
 HG0583.The geoid height was determined by GEOID03.
 HG0583
 HG0583.The dynamic height is computed by dividing the NAVD 88
 HG0583.geopotential number by the normal gravity value computed on the
 HG0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0583.degrees latitude (g = 980.6199 gals.).
 HG0583
 HG0583.The modeled gravity was interpolated from observed gravity values.
 HG0583
 HG0583;                    North         East    Units  Estimated Accuracy
 HG0583;SPC KS S     -   496,080.      288,460.      MT  (+/- 180 meters Scaled)
 HG0583
 HG0583                          SUPERSEDED SURVEY CONTROL
 HG0583
 HG0583  NGVD 29 (??/??/92)  771.375  (m)         2530.75   (f) ADJ UNCH    2 0
 HG0583
 HG0583.Superseded values are not recommended for survey control.
 HG0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0583.See file dsdata.txt to determine how the superseded data were derived.
 HG0583
 HG0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG326534(NAD 83)
 HG0583_MARKER: DB = BENCH MARK DISK
 HG0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0583_SP_SET: WALL
 HG0583_STAMPING: J 23 1933
 HG0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0583
 HG0583  HISTORY     - Date     Condition        Report By
 HG0583  HISTORY     - 1933     MONUMENTED       CGS
 HG0583
 HG0583                          STATION DESCRIPTION
 HG0583
 HG0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0583'AT KINGSDOWN.
 HG0583'AT KINGSDOWN, FORD COUNTY, AT THE CONSOLIDATED SCHOOL, ON
 HG0583'THE SOUTH SIDE OF THE SOUTH ENTRANCE, IN THE FACE OF THE
 HG0583'FRONT CONCRETE WALL OF THE BUILDING, AND 2 FEET ABOVE
 HG0583'THE GROUND.  A STANDARD DISK, STAMPED J 23 1933 AND SET
 HG0583'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1314 ***********************************************************************
 JE1314  DESIGNATION -  J 230
 JE1314  PID         -  JE1314
 JE1314  STATE/COUNTY-  KS/OSAGE
 JE1314  USGS QUAD   -  VASSAR (1965)
 JE1314
 JE1314                         *CURRENT SURVEY CONTROL
 JE1314  ___________________________________________________________________
 JE1314* NAD 83(1986)-  38 38 15.     (N)    095 35 47.     (W)     SCALED    
 JE1314* NAVD 88     -       326.589  (meters)    1071.48   (feet)  ADJUSTED  
 JE1314  ___________________________________________________________________
 JE1314  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JE1314  DYNAMIC HT  -         326.361 (meters)    1070.74  (feet)  COMP
 JE1314  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 JE1314
 JE1314  VERT ORDER  -  SECOND    CLASS 0
 JE1314
 JE1314.The horizontal coordinates were scaled from a topographic map and have
 JE1314.an estimated accuracy of +/- 6 seconds.
 JE1314
 JE1314.The orthometric height was determined by differential leveling
 JE1314.and adjusted by the National Geodetic Survey in June 1991..
 JE1314
 JE1314.The geoid height was determined by GEOID03.
 JE1314
 JE1314.The dynamic height is computed by dividing the NAVD 88
 JE1314.geopotential number by the normal gravity value computed on the
 JE1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1314.degrees latitude (g = 980.6199 gals.).
 JE1314
 JE1314.The modeled gravity was interpolated from observed gravity values.
 JE1314
 JE1314;                    North         East    Units  Estimated Accuracy
 JE1314;SPC KS S     -   622,680.      652,770.      MT  (+/- 180 meters Scaled)
 JE1314
 JE1314                          SUPERSEDED SURVEY CONTROL
 JE1314
 JE1314  NGVD 29 (??/??/92)  326.447  (m)         1071.02   (f) ADJ UNCH    2 0
 JE1314
 JE1314.Superseded values are not recommended for survey control.
 JE1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1314.See file dsdata.txt to determine how the superseded data were derived.
 JE1314
 JE1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC740797(NAD 83)
 JE1314_MARKER: DB = BENCH MARK DISK
 JE1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1314_STAMPING: J 230 1934
 JE1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1314+STABILITY: SURFACE MOTION
 JE1314
 JE1314  HISTORY     - Date     Condition        Report By
 JE1314  HISTORY     - 1934     MONUMENTED       CGS
 JE1314  HISTORY     - 1951     GOOD             NGS
 JE1314  HISTORY     - 1964     MARK NOT FOUND   USGS
 JE1314  HISTORY     - 1964     MARK NOT FOUND   USGS
 JE1314
 JE1314                          STATION DESCRIPTION
 JE1314
 JE1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1314'1.8 MI E FROM VASSAR.
 JE1314'ALONG THE MISSOURI PACIFIC RAILROAD, 16 FEET SOUTHWEST OF POLE
 JE1314'373+25, 35 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 23 FEET
 JE1314'EAST OF THE EAST RAIL AND 27 FEET WEST-NORTHWEST OF THE END POST
 JE1314'IN THE RIGHT-OF-WAY FENCE.  THE DISK IS SET IN THE TOP OF A
 JE1314'CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND.  NOTE-- A
 JE1314'NEW ROAD OVERPASS HAS BEEN BUILT AT THIS SITE.
 JE1314
 JE1314                          STATION RECOVERY (1964)
 JE1314
 JE1314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JE1314'MARK NOT FOUND.
 JE1314
 JE1314                          STATION RECOVERY (1964)
 JE1314
 JE1314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JE1314'A NEW ROAD OVERPASS HAS BEEN BUILT AT THE SITE, AND THE MARK IS
 JE1314'EITHER BURIED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0006 ***********************************************************************
 JF0006  DESIGNATION -  J 231
 JF0006  PID         -  JF0006
 JF0006  STATE/COUNTY-  KS/WABAUNSEE
 JF0006  USGS QUAD   -  HESSDALE (1983)
 JF0006
 JF0006                         *CURRENT SURVEY CONTROL
 JF0006  ___________________________________________________________________
 JF0006* NAD 83(1986)-  38 53 09.     (N)    096 08 26.     (W)     SCALED    
 JF0006* NAVD 88     -       411.592  (meters)    1350.36   (feet)  ADJUSTED  
 JF0006  ___________________________________________________________________
 JF0006  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 JF0006  DYNAMIC HT  -         411.304 (meters)    1349.42  (feet)  COMP
 JF0006  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 JF0006
 JF0006  VERT ORDER  -  SECOND    CLASS 0
 JF0006
 JF0006.The horizontal coordinates were scaled from a topographic map and have
 JF0006.an estimated accuracy of +/- 6 seconds.
 JF0006
 JF0006.The orthometric height was determined by differential leveling
 JF0006.and adjusted by the National Geodetic Survey in June 1991..
 JF0006
 JF0006.The geoid height was determined by GEOID03.
 JF0006
 JF0006.The dynamic height is computed by dividing the NAVD 88
 JF0006.geopotential number by the normal gravity value computed on the
 JF0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0006.degrees latitude (g = 980.6199 gals.).
 JF0006
 JF0006.The modeled gravity was interpolated from observed gravity values.
 JF0006
 JF0006;                    North         East    Units  Estimated Accuracy
 JF0006;SPC KS N     -    62,990.      561,320.      MT  (+/- 180 meters Scaled)
 JF0006
 JF0006                          SUPERSEDED SURVEY CONTROL
 JF0006
 JF0006  NGVD 29 (??/??/92)  411.441  (m)         1349.87   (f) ADJ UNCH    2 0
 JF0006
 JF0006.Superseded values are not recommended for survey control.
 JF0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0006.See file dsdata.txt to determine how the superseded data were derived.
 JF0006
 JF0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ480079(NAD 83)
 JF0006_MARKER: DB = BENCH MARK DISK
 JF0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0006+STABILITY: SURFACE MOTION
 JF0006
 JF0006  HISTORY     - Date     Condition        Report By
 JF0006  HISTORY     - UNK      MONUMENTED       CGS
 JF0006  HISTORY     - 1934     GOOD             NGS
 JF0006  HISTORY     - 1970     MARK NOT FOUND   USGS
 JF0006
 JF0006                          STATION DESCRIPTION
 JF0006
 JF0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0006'3.3 MI NW FROM ESKRIDGE.
 JF0006'ALONG A.T. AND S.F. R.R., 0.3 MILE W. OF MP 21.  MARK IS 7 YDS.
 JF0006'S. OF CENTERLINE OF TRACK, 7 YDS. W. OF CENTERLINE OF CROSSING
 JF0006'AND 3 YDS. W. OF CROSSING POST.
 JF0006
 JF0006                          STATION RECOVERY (1970)
 JF0006
 JF0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JF0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1211 ***********************************************************************
 JE1211  DESIGNATION -  J 232
 JE1211  PID         -  JE1211
 JE1211  STATE/COUNTY-  KS/OSAGE
 JE1211  USGS QUAD   -  QUENEMO (1965)
 JE1211
 JE1211                         *CURRENT SURVEY CONTROL
 JE1211  ___________________________________________________________________
 JE1211* NAD 83(1986)-  38 31 42.     (N)    095 31 36.     (W)     SCALED    
 JE1211* NAVD 88     -       323.562  (meters)    1061.55   (feet)  ADJUSTED  
 JE1211  ___________________________________________________________________
 JE1211  GEOID HEIGHT-         -31.46  (meters)                     GEOID03
 JE1211  DYNAMIC HT  -         323.332 (meters)    1060.80  (feet)  COMP
 JE1211  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 JE1211
 JE1211  VERT ORDER  -  SECOND    CLASS 0
 JE1211
 JE1211.The horizontal coordinates were scaled from a topographic map and have
 JE1211.an estimated accuracy of +/- 6 seconds.
 JE1211
 JE1211.The orthometric height was determined by differential leveling
 JE1211.and adjusted by the National Geodetic Survey in June 1991..
 JE1211
 JE1211.The geoid height was determined by GEOID03.
 JE1211
 JE1211.The dynamic height is computed by dividing the NAVD 88
 JE1211.geopotential number by the normal gravity value computed on the
 JE1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1211.degrees latitude (g = 980.6199 gals.).
 JE1211
 JE1211.The modeled gravity was interpolated from observed gravity values.
 JE1211
 JE1211;                    North         East    Units  Estimated Accuracy
 JE1211;SPC KS S     -   610,760.      659,230.      MT  (+/- 180 meters Scaled)
 JE1211
 JE1211                          SUPERSEDED SURVEY CONTROL
 JE1211
 JE1211  NGVD 29 (??/??/92)  323.416  (m)         1061.07   (f) ADJ UNCH    2 0
 JE1211
 JE1211.Superseded values are not recommended for survey control.
 JE1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1211.See file dsdata.txt to determine how the superseded data were derived.
 JE1211
 JE1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC797674(NAD 83)
 JE1211_MARKER: DB = BENCH MARK DISK
 JE1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1211_STAMPING: J 232 1934
 JE1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1211+STABILITY: SURFACE MOTION
 JE1211
 JE1211  HISTORY     - Date     Condition        Report By
 JE1211  HISTORY     - 1934     MONUMENTED       CGS
 JE1211  HISTORY     - 1951     GOOD             NGS
 JE1211
 JE1211                          STATION DESCRIPTION
 JE1211
 JE1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1211'3.9 MI S FROM QUENEMO.
 JE1211'ABOUT 3.9 MILES SOUTH ALONG THE MAIN GRAVEL ROAD FROM QUENEMO
 JE1211'FEDERATED CHURCH, AT A SCHOOLYARD (SCHOOLHOUSE REMOVED), 61 FEET
 JE1211'SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE STEP FOR ABANDONED
 JE1211'SCHOOLHOUSE, 16 FEET NORTH OF POWER POLE WHICH LEADS TO HOUSE
 JE1211'ACROSS ROAD AND 3 FEET EAST OF FENCE IN ALFAFA.  THE DISK IS SET
 JE1211'IN THE TOP OF CONCRETE POST, PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0496 ***********************************************************************
 HF0496  DESIGNATION -  J 237
 HF0496  PID         -  HF0496
 HF0496  STATE/COUNTY-  KS/SEDGWICK
 HF0496  USGS QUAD   -  DERBY (1982)
 HF0496
 HF0496                         *CURRENT SURVEY CONTROL
 HF0496  ___________________________________________________________________
 HF0496* NAD 83(1986)-  37 30 20.     (N)    097 22 02.     (W)     SCALED    
 HF0496* NAVD 88     -       388.703  (meters)    1275.27   (feet)  ADJUSTED  
 HF0496  ___________________________________________________________________
 HF0496  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HF0496  DYNAMIC HT  -         388.394 (meters)    1274.26  (feet)  COMP
 HF0496  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 HF0496
 HF0496  VERT ORDER  -  SECOND    CLASS 0
 HF0496
 HF0496.The horizontal coordinates were scaled from a topographic map and have
 HF0496.an estimated accuracy of +/- 6 seconds.
 HF0496
 HF0496.The orthometric height was determined by differential leveling
 HF0496.and adjusted by the National Geodetic Survey in June 1991..
 HF0496
 HF0496.The geoid height was determined by GEOID03.
 HF0496
 HF0496.The dynamic height is computed by dividing the NAVD 88
 HF0496.geopotential number by the normal gravity value computed on the
 HF0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0496.degrees latitude (g = 980.6199 gals.).
 HF0496
 HF0496.The modeled gravity was interpolated from observed gravity values.
 HF0496
 HF0496;                    North         East    Units  Estimated Accuracy
 HF0496;SPC KS S     -   493,710.      500,150.      MT  (+/- 180 meters Scaled)
 HF0496
 HF0496                          SUPERSEDED SURVEY CONTROL
 HF0496
 HF0496  NGVD 29 (??/??/92)  388.568  (m)         1274.83   (f) ADJ UNCH    2 0
 HF0496
 HF0496.Superseded values are not recommended for survey control.
 HF0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0496.See file dsdata.txt to determine how the superseded data were derived.
 HF0496
 HF0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG443522(NAD 83)
 HF0496_MARKER: DB = BENCH MARK DISK
 HF0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0496_STAMPING: J 237 1934
 HF0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0496+STABILITY: SURFACE MOTION
 HF0496
 HF0496  HISTORY     - Date     Condition        Report By
 HF0496  HISTORY     - 1934     MONUMENTED       CGS
 HF0496
 HF0496                          STATION DESCRIPTION
 HF0496
 HF0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0496'1.7 MI N FROM PECK.
 HF0496'1.7 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0496'RAILWAY FROM PECK, SEDGWICK COUNTY, 3-1/2 FEET NORTH OF POLE
 HF0496'257+05, AT A ROAD CROSSING, 6 FEET SOUTH OF THE CENTERLINE OF
 HF0496'THE ROAD, 42 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1
 HF0496'FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 HF0496'J 237 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0234 ***********************************************************************
 HG0234  DESIGNATION -  J 238
 HG0234  PID         -  HG0234
 HG0234  STATE/COUNTY-  KS/HARPER
 HG0234  USGS QUAD   -  HARPER (1973)
 HG0234
 HG0234                         *CURRENT SURVEY CONTROL
 HG0234  ___________________________________________________________________
 HG0234* NAD 83(1986)-  37 17 15.     (N)    098 01 32.     (W)     SCALED    
 HG0234* NAVD 88     -       432.874  (meters)    1420.19   (feet)  ADJUSTED  
 HG0234  ___________________________________________________________________
 HG0234  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HG0234  DYNAMIC HT  -         432.512 (meters)    1419.00  (feet)  COMP
 HG0234  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 HG0234
 HG0234  VERT ORDER  -  FIRST     CLASS II
 HG0234
 HG0234.The horizontal coordinates were scaled from a topographic map and have
 HG0234.an estimated accuracy of +/- 6 seconds.
 HG0234
 HG0234.The orthometric height was determined by differential leveling
 HG0234.and adjusted by the National Geodetic Survey in June 1991..
 HG0234.WARNING-Repeat measurements at this control monument indicate possible
 HG0234.vertical movement.
 HG0234
 HG0234.The geoid height was determined by GEOID03.
 HG0234
 HG0234.The dynamic height is computed by dividing the NAVD 88
 HG0234.geopotential number by the normal gravity value computed on the
 HG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0234.degrees latitude (g = 980.6199 gals.).
 HG0234
 HG0234.The modeled gravity was interpolated from observed gravity values.
 HG0234
 HG0234;                    North         East    Units  Estimated Accuracy
 HG0234;SPC KS S     -   469,010.      442,070.      MT  (+/- 180 meters Scaled)
 HG0234
 HG0234                          SUPERSEDED SURVEY CONTROL
 HG0234
 HG0234  NGVD 29 (??/??/92)  432.730  (m)         1419.71   (f) ADJ UNCH    1 2
 HG0234
 HG0234.Superseded values are not recommended for survey control.
 HG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0234.See file dsdata.txt to determine how the superseded data were derived.
 HG0234
 HG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG863272(NAD 83)
 HG0234_MARKER: DB = BENCH MARK DISK
 HG0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0234_SP_SET: CONCRETE POST
 HG0234_STAMPING: J 238 1934
 HG0234_MARK LOGO: CGS   
 HG0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0234+STABILITY: SURFACE MOTION
 HG0234
 HG0234  HISTORY     - Date     Condition        Report By
 HG0234  HISTORY     - 1934     MONUMENTED       CGS
 HG0234  HISTORY     - 1935     GOOD             NGS
 HG0234  HISTORY     - 1945     GOOD             NGS
 HG0234  HISTORY     - 1986     GOOD             NGS
 HG0234
 HG0234                          STATION DESCRIPTION
 HG0234
 HG0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HG0234'AT HARPER.
 HG0234'AT HARPER, HARPER COUNTY, IN THE YARD OF THE CITY HALL, 9 FEET
 HG0234'WEST AND 9 FEET NORTH OF THE NORTHWEST CORNER OF THE BUILDING,
 HG0234'9 FEET SOUTH OF THE SIDEWALK, AND 12 FEET EAST OF A CONCRETE
 HG0234'DRIVE.  A STANDARD DISK, STAMPED J 238 1934 AND SET IN THE TOP
 HG0234'OF A CONCRETE POST.
 HG0234
 HG0234                          STATION RECOVERY (1945)
 HG0234
 HG0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 HG0234'RECOVERED IN GOOD CONDITION.
 HG0234
 HG0234                          STATION RECOVERY (1986)
 HG0234
 HG0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0234'RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS ADEQUATE EXCEPT
 HG0234'BENCH MARK WAS FOUND INSIDE A 18-INCH SQUARE CONCRETE MANHOLE.
 HG0234'ADD--10.1 METERS (33 FT) NORTH OF THE NORTHWEST CORNER OF THE HARPER
 HG0234'CITY BUILDING.  NOTE--STAMPING WAS NOT LEGIBLE.
 HG0234'THE MARK IS 1.2 M ABOVE MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0813 ***********************************************************************
 HF0813  DESIGNATION -  J 239
 HF0813  PID         -  HF0813
 HF0813  STATE/COUNTY-  KS/SUMNER
 HF0813  USGS QUAD   -  CALDWELL (1971)
 HF0813
 HF0813                         *CURRENT SURVEY CONTROL
 HF0813  ___________________________________________________________________
 HF0813* NAD 83(1986)-  37 02 34.     (N)    097 36 49.     (W)     SCALED    
 HF0813* NAVD 88     -       354.104  (meters)    1161.76   (feet)  ADJUSTED  
 HF0813  ___________________________________________________________________
 HF0813  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HF0813  DYNAMIC HT  -         353.808 (meters)    1160.79  (feet)  COMP
 HF0813  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 HF0813
 HF0813  VERT ORDER  -  SECOND    CLASS 0
 HF0813
 HF0813.The horizontal coordinates were scaled from a topographic map and have
 HF0813.an estimated accuracy of +/- 6 seconds.
 HF0813
 HF0813.The orthometric height was determined by differential leveling
 HF0813.and adjusted by the National Geodetic Survey in June 1991..
 HF0813
 HF0813.The geoid height was determined by GEOID03.
 HF0813
 HF0813.The dynamic height is computed by dividing the NAVD 88
 HF0813.geopotential number by the normal gravity value computed on the
 HF0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0813.degrees latitude (g = 980.6199 gals.).
 HF0813
 HF0813.The modeled gravity was interpolated from observed gravity values.
 HF0813
 HF0813;                    North         East    Units  Estimated Accuracy
 HF0813;SPC KS S     -   442,120.      478,860.      MT  (+/- 180 meters Scaled)
 HF0813
 HF0813                          SUPERSEDED SURVEY CONTROL
 HF0813
 HF0813  NGVD 29 (??/??/92)  353.995  (m)         1161.40   (f) ADJ UNCH    2 0
 HF0813
 HF0813.Superseded values are not recommended for survey control.
 HF0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0813.See file dsdata.txt to determine how the superseded data were derived.
 HF0813
 HF0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG232005(NAD 83)
 HF0813_MARKER: DB = BENCH MARK DISK
 HF0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0813_STAMPING: J 239 1934
 HF0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0813+STABILITY: SURFACE MOTION
 HF0813
 HF0813  HISTORY     - Date     Condition        Report By
 HF0813  HISTORY     - 1934     MONUMENTED       CGS
 HF0813
 HF0813                          STATION DESCRIPTION
 HF0813
 HF0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0813'1.5 MI NW FROM CALDWELL.
 HF0813'1.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0813'RAILWAY FROM CALDWELL, SUMNER COUNTY, NEAR MILEAGE 33.2, AT
 HF0813'METIG, AT A ROAD CROSSING, 55 FEET EAST OF THE CENTER LINE OF THE
 HF0813'ROAD, 35 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 5 FEET
 HF0813'EAST OF A POLE.  A STANDARD DISK, STAMPED J 239 1934 AND SET IN
 HF0813'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0310 ***********************************************************************
 JF0310  DESIGNATION -  J 240
 JF0310  PID         -  JF0310
 JF0310  STATE/COUNTY-  KS/CHASE
 JF0310  USGS QUAD   -  COTTONWOOD FALLS (1973)
 JF0310
 JF0310                         *CURRENT SURVEY CONTROL
 JF0310  ___________________________________________________________________
 JF0310* NAD 83(1986)-  38 15 31.     (N)    096 32 44.     (W)     SCALED    
 JF0310* NAVD 88     -       377.687  (meters)    1239.13   (feet)  ADJUSTED  
 JF0310  ___________________________________________________________________
 JF0310  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 JF0310  DYNAMIC HT  -         377.407 (meters)    1238.21  (feet)  COMP
 JF0310  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 JF0310
 JF0310  VERT ORDER  -  SECOND    CLASS 0
 JF0310
 JF0310.The horizontal coordinates were scaled from a topographic map and have
 JF0310.an estimated accuracy of +/- 6 seconds.
 JF0310
 JF0310.The orthometric height was determined by differential leveling
 JF0310.and adjusted by the National Geodetic Survey in June 1991..
 JF0310.WARNING-Repeat measurements at this control monument indicate possible
 JF0310.vertical movement.
 JF0310
 JF0310.The geoid height was determined by GEOID03.
 JF0310
 JF0310.The dynamic height is computed by dividing the NAVD 88
 JF0310.geopotential number by the normal gravity value computed on the
 JF0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0310.degrees latitude (g = 980.6199 gals.).
 JF0310
 JF0310.The modeled gravity was interpolated from observed gravity values.
 JF0310
 JF0310;                    North         East    Units  Estimated Accuracy
 JF0310;SPC KS S     -   578,480.      571,040.      MT  (+/- 180 meters Scaled)
 JF0310
 JF0310                          SUPERSEDED SURVEY CONTROL
 JF0310
 JF0310  NGVD 29 (??/??/92)  377.545  (m)         1238.66   (f) ADJ UNCH    2 0
 JF0310
 JF0310.Superseded values are not recommended for survey control.
 JF0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0310.See file dsdata.txt to determine how the superseded data were derived.
 JF0310
 JF0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH147373(NAD 83)
 JF0310_MARKER: DB = BENCH MARK DISK
 JF0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0310+STABILITY: SURFACE MOTION
 JF0310
 JF0310  HISTORY     - Date     Condition        Report By
 JF0310  HISTORY     - UNK      MONUMENTED       CGS
 JF0310  HISTORY     - 1935     GOOD             NGS
 JF0310  HISTORY     - 1973     MARK NOT FOUND   USGS
 JF0310
 JF0310                          STATION DESCRIPTION
 JF0310
 JF0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0310'1 MI S FROM BAZAR.
 JF0310'1.0 MILE SOUTH OF BY RAILROAD ALONG THE ATCHISON TOPEKA AND
 JF0310'SANTA FE RR 35 FEET WEST OF CENTER OF TRACK 50 YARDS NORTH OF
 JF0310'PRIVATE CROSSING 6 1/2 POLES SOUTH OF MP 137 300 YARDS EAST OF
 JF0310'WHITE FARM HOUSE 6 IN ABOVE THE GROUND.
 JF0310
 JF0310                          STATION RECOVERY (1973)
 JF0310
 JF0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JF0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0425 ***********************************************************************
 HF0425  DESIGNATION -  J 241
 HF0425  PID         -  HF0425
 HF0425  STATE/COUNTY-  KS/BUTLER
 HF0425  USGS QUAD   -  AUGUSTA (1979)
 HF0425
 HF0425                         *CURRENT SURVEY CONTROL
 HF0425  ___________________________________________________________________
 HF0425* NAD 83(1986)-  37 37 43.     (N)    096 59 48.     (W)     SCALED    
 HF0425* NAVD 88     -       369.013  (meters)    1210.67   (feet)  ADJUSTED  
 HF0425  ___________________________________________________________________
 HF0425  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HF0425  DYNAMIC HT  -         368.723 (meters)    1209.72  (feet)  COMP
 HF0425  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 HF0425
 HF0425  VERT ORDER  -  SECOND    CLASS 0
 HF0425
 HF0425.The horizontal coordinates were scaled from a topographic map and have
 HF0425.an estimated accuracy of +/- 6 seconds.
 HF0425
 HF0425.The orthometric height was determined by differential leveling
 HF0425.and adjusted by the National Geodetic Survey in June 1991..
 HF0425
 HF0425.The geoid height was determined by GEOID03.
 HF0425
 HF0425.The dynamic height is computed by dividing the NAVD 88
 HF0425.geopotential number by the normal gravity value computed on the
 HF0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0425.degrees latitude (g = 980.6199 gals.).
 HF0425
 HF0425.The modeled gravity was interpolated from observed gravity values.
 HF0425
 HF0425;                    North         East    Units  Estimated Accuracy
 HF0425;SPC KS S     -   507,830.      532,690.      MT  (+/- 180 meters Scaled)
 HF0425
 HF0425                          SUPERSEDED SURVEY CONTROL
 HF0425
 HF0425  NGVD 29 (??/??/92)  368.884  (m)         1210.25   (f) ADJ UNCH    2 0
 HF0425
 HF0425.Superseded values are not recommended for survey control.
 HF0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0425.See file dsdata.txt to determine how the superseded data were derived.
 HF0425
 HF0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG767664(NAD 83)
 HF0425_MARKER: DB = BENCH MARK DISK
 HF0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0425_STAMPING: J 241 1934
 HF0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0425+STABILITY: SURFACE MOTION
 HF0425
 HF0425  HISTORY     - Date     Condition        Report By
 HF0425  HISTORY     - 1934     MONUMENTED       CGS
 HF0425  HISTORY     - 1945     GOOD             NGS
 HF0425
 HF0425                          STATION DESCRIPTION
 HF0425
 HF0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HF0425'2.9 MI N FROM GORDON.
 HF0425'2.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0425'FROM GORDON, BUTLER COUNTY, NEAR MILEPOST 203, AT A ROAD
 HF0425'CROSSING, 44 FEET WEST OF THE CENTERLINE OF THE TRACK, 25 FEET
 HF0425'NORTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT EAST OF THE
 HF0425'RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED J 241 1934 AND SET
 HF0425'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0230 ***********************************************************************
 HF0230  DESIGNATION -  J 242
 HF0230  PID         -  HF0230
 HF0230  STATE/COUNTY-  KS/COWLEY
 HF0230  USGS QUAD   -  NEW SALEM (1979)
 HF0230
 HF0230                         *CURRENT SURVEY CONTROL
 HF0230  ___________________________________________________________________
 HF0230* NAD 83(1986)-  37 18 37.     (N)    096 53 43.     (W)     SCALED    
 HF0230* NAVD 88     -       380.122  (meters)    1247.12   (feet)  ADJUSTED  
 HF0230  ___________________________________________________________________
 HF0230  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HF0230  DYNAMIC HT  -         379.811 (meters)    1246.10  (feet)  COMP
 HF0230  MODELED GRAV-     979,799.2   (mgal)                       NAVD 88
 HF0230
 HF0230  VERT ORDER  -  SECOND    CLASS 0
 HF0230
 HF0230.The horizontal coordinates were scaled from a topographic map and have
 HF0230.an estimated accuracy of +/- 6 seconds.
 HF0230
 HF0230.The orthometric height was determined by differential leveling
 HF0230.and adjusted by the National Geodetic Survey in June 1991..
 HF0230
 HF0230.The geoid height was determined by GEOID03.
 HF0230
 HF0230.The dynamic height is computed by dividing the NAVD 88
 HF0230.geopotential number by the normal gravity value computed on the
 HF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0230.degrees latitude (g = 980.6199 gals.).
 HF0230
 HF0230.The modeled gravity was interpolated from observed gravity values.
 HF0230
 HF0230;                    North         East    Units  Estimated Accuracy
 HF0230;SPC KS S     -   472,660.      542,250.      MT  (+/- 180 meters Scaled)
 HF0230
 HF0230                          SUPERSEDED SURVEY CONTROL
 HF0230
 HF0230  NGVD 29 (??/??/92)  380.000  (m)         1246.72   (f) ADJ UNCH    2 0
 HF0230
 HF0230.Superseded values are not recommended for survey control.
 HF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0230.See file dsdata.txt to determine how the superseded data were derived.
 HF0230
 HF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG865313(NAD 83)
 HF0230_MARKER: DB = BENCH MARK DISK
 HF0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0230_STAMPING: J 242 1934
 HF0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0230+STABILITY: SURFACE MOTION
 HF0230
 HF0230  HISTORY     - Date     Condition        Report By
 HF0230  HISTORY     - 1934     MONUMENTED       CGS
 HF0230  HISTORY     - 1962     GOOD             NGS
 HF0230
 HF0230                          STATION DESCRIPTION
 HF0230
 HF0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0230'AT NEW SALEM.
 HF0230'AT NEW SALEM, COWLEY COUNTY, ON THE ATCHISON, TOPEKA, AND SANTA
 HF0230'FE RAILROAD, 115.5 FEET WEST OF THE CENTERLINE OF THE MAIN STREET
 HF0230'IN NEW SALEM, 23.8 FEET EAST OF A RAILROAD SIGN NEW SALEM, AND
 HF0230'15.7 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 HF0230'DISK, STAMPED J 242 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0152 ***********************************************************************
 HF0152  DESIGNATION -  J 243
 HF0152  PID         -  HF0152
 HF0152  STATE/COUNTY-  KS/ELK
 HF0152  USGS QUAD   -  ELK FALLS (1979)
 HF0152
 HF0152                         *CURRENT SURVEY CONTROL
 HF0152  ___________________________________________________________________
 HF0152* NAD 83(1986)-  37 22 02.     (N)    096 11 18.     (W)     SCALED    
 HF0152* NAVD 88     -       285.920  (meters)     938.06   (feet)  ADJUSTED  
 HF0152  ___________________________________________________________________
 HF0152  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HF0152  DYNAMIC HT  -         285.688 (meters)     937.29  (feet)  COMP
 HF0152  MODELED GRAV-     979,813.6   (mgal)                       NAVD 88
 HF0152
 HF0152  VERT ORDER  -  SECOND    CLASS 0
 HF0152
 HF0152.The horizontal coordinates were scaled from a topographic map and have
 HF0152.an estimated accuracy of +/- 6 seconds.
 HF0152
 HF0152.The orthometric height was determined by differential leveling
 HF0152.and adjusted by the National Geodetic Survey in June 1991..
 HF0152
 HF0152.The geoid height was determined by GEOID03.
 HF0152
 HF0152.The dynamic height is computed by dividing the NAVD 88
 HF0152.geopotential number by the normal gravity value computed on the
 HF0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0152.degrees latitude (g = 980.6199 gals.).
 HF0152
 HF0152.The modeled gravity was interpolated from observed gravity values.
 HF0152
 HF0152;                    North         East    Units  Estimated Accuracy
 HF0152;SPC KS S     -   480,290.      604,750.      MT  (+/- 180 meters Scaled)
 HF0152
 HF0152                          SUPERSEDED SURVEY CONTROL
 HF0152
 HF0152  NGVD 29 (??/??/92)  285.774  (m)          937.58   (f) ADJ UNCH    2 0
 HF0152
 HF0152.Superseded values are not recommended for survey control.
 HF0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0152.See file dsdata.txt to determine how the superseded data were derived.
 HF0152
 HF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG489393(NAD 83)
 HF0152_MARKER: DB = BENCH MARK DISK
 HF0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0152_STAMPING: J 243 1935
 HF0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0152+STABILITY: SURFACE MOTION
 HF0152
 HF0152  HISTORY     - Date     Condition        Report By
 HF0152  HISTORY     - 1935     MONUMENTED       CGS
 HF0152  HISTORY     - 1943     GOOD             NGS
 HF0152  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HF0152
 HF0152                          STATION DESCRIPTION
 HF0152
 HF0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HF0152'AT ELK FALLS.
 HF0152'AT ELK FALLS, ELK COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 HF0152'RAILWAY, 150 FEET WEST OF THE STATION, AT A ROAD CROSSING, 40
 HF0152'FEET WEST OF THE ROAD, AND 15 FEET SOUTH OF THE CENTERLINE OF
 HF0152'THE MAIN TRACK.  A STANDARD DISK, STAMPED J 243 1935 AND SET IN
 HF0152'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 HF0152
 HF0152                          STATION RECOVERY (1988)
 HF0152
 HF0152'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDB)
 HF0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0073 ***********************************************************************
 HF0073  DESIGNATION -  J 244
 HF0073  PID         -  HF0073
 HF0073  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0073  USGS QUAD   -  SEDAN (1979)
 HF0073
 HF0073                         *CURRENT SURVEY CONTROL
 HF0073  ___________________________________________________________________
 HF0073* NAD 83(1986)-  37 07 50.     (N)    096 12 31.     (W)     SCALED    
 HF0073* NAVD 88     -       292.084  (meters)     958.28   (feet)  ADJUSTED  
 HF0073  ___________________________________________________________________
 HF0073  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HF0073  DYNAMIC HT  -         291.849 (meters)     957.51  (feet)  COMP
 HF0073  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 HF0073
 HF0073  VERT ORDER  -  SECOND    CLASS 0
 HF0073
 HF0073.The horizontal coordinates were scaled from a topographic map and have
 HF0073.an estimated accuracy of +/- 6 seconds.
 HF0073
 HF0073.The orthometric height was determined by differential leveling
 HF0073.and adjusted by the National Geodetic Survey in June 1991..
 HF0073
 HF0073.The geoid height was determined by GEOID03.
 HF0073
 HF0073.The dynamic height is computed by dividing the NAVD 88
 HF0073.geopotential number by the normal gravity value computed on the
 HF0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0073.degrees latitude (g = 980.6199 gals.).
 HF0073
 HF0073.The modeled gravity was interpolated from observed gravity values.
 HF0073
 HF0073;                    North         East    Units  Estimated Accuracy
 HF0073;SPC KS S     -   453,990.      603,600.      MT  (+/- 180 meters Scaled)
 HF0073
 HF0073                          SUPERSEDED SURVEY CONTROL
 HF0073
 HF0073  NGVD 29 (??/??/92)  291.945  (m)          957.82   (f) ADJ UNCH    2 0
 HF0073
 HF0073.Superseded values are not recommended for survey control.
 HF0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0073.See file dsdata.txt to determine how the superseded data were derived.
 HF0073
 HF0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG479130(NAD 83)
 HF0073_MARKER: DB = BENCH MARK DISK
 HF0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0073_STAMPING: J 244 1935
 HF0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0073+STABILITY: SURFACE MOTION
 HF0073
 HF0073  HISTORY     - Date     Condition        Report By
 HF0073  HISTORY     - 1935     MONUMENTED       CGS
 HF0073
 HF0073                          STATION DESCRIPTION
 HF0073
 HF0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0073'1.4 MI NW FROM SEDAN.
 HF0073'1.4 MILES NORTHWEST ALONG STATE HIGHWAY 99 FROM SEDAN, CHAUTAUQUA
 HF0073'COUNTY, NEAR THE MIDDLE OF A 1/2 MILE STRETCH OF LEVEL ROAD,
 HF0073'50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 50 FEET
 HF0073'NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED J 244 1935
 HF0073'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HF0073'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0623 ***********************************************************************
 HE0623  DESIGNATION -  J 245
 HE0623  PID         -  HE0623
 HE0623  STATE/COUNTY-  KS/WOODSON
 HE0623  USGS QUAD   -  YATES CENTER (1984)
 HE0623
 HE0623                         *CURRENT SURVEY CONTROL
 HE0623  ___________________________________________________________________
 HE0623* NAD 83(1986)-  37 52 40.     (N)    095 41 35.     (W)     SCALED    
 HE0623* NAVD 88     -       307.706  (meters)    1009.53   (feet)  ADJUSTED  
 HE0623  ___________________________________________________________________
 HE0623  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HE0623  DYNAMIC HT  -         307.470 (meters)    1008.76  (feet)  COMP
 HE0623  MODELED GRAV-     979,853.5   (mgal)                       NAVD 88
 HE0623
 HE0623  VERT ORDER  -  SECOND    CLASS 0
 HE0623
 HE0623.The horizontal coordinates were scaled from a topographic map and have
 HE0623.an estimated accuracy of +/- 6 seconds.
 HE0623
 HE0623.The orthometric height was determined by differential leveling
 HE0623.and adjusted by the National Geodetic Survey in June 1991..
 HE0623
 HE0623.The geoid height was determined by GEOID03.
 HE0623
 HE0623.The dynamic height is computed by dividing the NAVD 88
 HE0623.geopotential number by the normal gravity value computed on the
 HE0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0623.degrees latitude (g = 980.6199 gals.).
 HE0623
 HE0623.The modeled gravity was interpolated from observed gravity values.
 HE0623
 HE0623;                    North         East    Units  Estimated Accuracy
 HE0623;SPC KS S     -   538,130.      646,900.      MT  (+/- 180 meters Scaled)
 HE0623
 HE0623                          SUPERSEDED SURVEY CONTROL
 HE0623
 HE0623  NGVD 29 (??/??/92)  307.550  (m)         1009.02   (f) ADJ UNCH    2 0
 HE0623
 HE0623.Superseded values are not recommended for survey control.
 HE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0623.See file dsdata.txt to determine how the superseded data were derived.
 HE0623
 HE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB631956(NAD 83)
 HE0623_MARKER: DB = BENCH MARK DISK
 HE0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0623+STABILITY: SURFACE MOTION
 HE0623
 HE0623  HISTORY     - Date     Condition        Report By
 HE0623  HISTORY     - 1934     MONUMENTED       CGS
 HE0623
 HE0623                          STATION DESCRIPTION
 HE0623
 HE0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0623'3 MI E FROM YATES CENTER.
 HE0623'3 MILES E. BY HI-WAY OF YATES CENTER, KAN.  ALONG THE MO.
 HE0623'P. R.R. 0.8 MILE S. OF DURAND.  MARK IS 12 YDS. E. OF CENTER
 HE0623'OF TRACK, ABOUT 200 YDS S. OF CROSSING OF U.S. HIGHWAY 54,
 HE0623'AT MILE POLE 399-17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0629 ***********************************************************************
 HE0629  DESIGNATION -  J 246
 HE0629  PID         -  HE0629
 HE0629  STATE/COUNTY-  KS/WOODSON
 HE0629  USGS QUAD   -  YATES CENTER (1984)
 HE0629
 HE0629                         *CURRENT SURVEY CONTROL
 HE0629  ___________________________________________________________________
 HE0629* NAD 83(1986)-  37 54 30.     (N)    095 41 46.     (W)     SCALED    
 HE0629* NAVD 88     -       311.064  (meters)    1020.55   (feet)  ADJUSTED  
 HE0629  ___________________________________________________________________
 HE0629  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HE0629  DYNAMIC HT  -         310.826 (meters)    1019.77  (feet)  COMP
 HE0629  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 HE0629
 HE0629  VERT ORDER  -  SECOND    CLASS 0
 HE0629
 HE0629.The horizontal coordinates were scaled from a topographic map and have
 HE0629.an estimated accuracy of +/- 6 seconds.
 HE0629
 HE0629.The orthometric height was determined by differential leveling
 HE0629.and adjusted by the National Geodetic Survey in June 1991..
 HE0629
 HE0629.The geoid height was determined by GEOID03.
 HE0629
 HE0629.The dynamic height is computed by dividing the NAVD 88
 HE0629.geopotential number by the normal gravity value computed on the
 HE0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0629.degrees latitude (g = 980.6199 gals.).
 HE0629
 HE0629.The modeled gravity was interpolated from observed gravity values.
 HE0629
 HE0629;                    North         East    Units  Estimated Accuracy
 HE0629;SPC KS S     -   541,510.      646,530.      MT  (+/- 180 meters Scaled)
 HE0629
 HE0629                          SUPERSEDED SURVEY CONTROL
 HE0629
 HE0629  NGVD 29 (??/??/92)  310.909  (m)         1020.04   (f) ADJ UNCH    2 0
 HE0629
 HE0629.Superseded values are not recommended for survey control.
 HE0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0629.See file dsdata.txt to determine how the superseded data were derived.
 HE0629
 HE0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB629990(NAD 83)
 HE0629_MARKER: DB = BENCH MARK DISK
 HE0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0629+STABILITY: SURFACE MOTION
 HE0629
 HE0629  HISTORY     - Date     Condition        Report By
 HE0629  HISTORY     - UNK      MONUMENTED       CGS
 HE0629  HISTORY     - 1934     GOOD             NGS
 HE0629
 HE0629                          STATION DESCRIPTION
 HE0629
 HE0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0629'1 MI N FROM DURAND.
 HE0629'1 MILE N. OF DURAND.  ALONG THE MO. P.R.R. 1 MILE N. OF DURAND.
 HE0629'MARK IS AT MILE POLE 397-13.  12 YDS. E. OF CENTER OF TRACK AND
 HE0629'9 YDS. N. OF COUNTY ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0584 ***********************************************************************
 HE0584  DESIGNATION -  J 25
 HE0584  PID         -  HE0584
 HE0584  STATE/COUNTY-  KS/WOODSON
 HE0584  USGS QUAD   -  TORONTO (1969)
 HE0584
 HE0584                         *CURRENT SURVEY CONTROL
 HE0584  ___________________________________________________________________
 HE0584* NAD 83(1986)-  37 47 51.     (N)    095 57 14.     (W)     SCALED    
 HE0584* NAVD 88     -       284.330  (meters)     932.84   (feet)  ADJUSTED  
 HE0584  ___________________________________________________________________
 HE0584  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HE0584  DYNAMIC HT  -         284.111 (meters)     932.12  (feet)  COMP
 HE0584  MODELED GRAV-     979,851.7   (mgal)                       NAVD 88
 HE0584
 HE0584  VERT ORDER  -  FIRST     CLASS II
 HE0584
 HE0584.The horizontal coordinates were scaled from a topographic map and have
 HE0584.an estimated accuracy of +/- 6 seconds.
 HE0584
 HE0584.The orthometric height was determined by differential leveling
 HE0584.and adjusted by the National Geodetic Survey in June 1991..
 HE0584
 HE0584.The geoid height was determined by GEOID03.
 HE0584
 HE0584.The dynamic height is computed by dividing the NAVD 88
 HE0584.geopotential number by the normal gravity value computed on the
 HE0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0584.degrees latitude (g = 980.6199 gals.).
 HE0584
 HE0584.The modeled gravity was interpolated from observed gravity values.
 HE0584
 HE0584;                    North         East    Units  Estimated Accuracy
 HE0584;SPC KS S     -   528,570.      624,200.      MT  (+/- 180 meters Scaled)
 HE0584
 HE0584                          SUPERSEDED SURVEY CONTROL
 HE0584
 HE0584  NGVD 29 (??/??/92)  284.188  (m)          932.37   (f) ADJ UNCH    1 2
 HE0584
 HE0584.Superseded values are not recommended for survey control.
 HE0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0584.See file dsdata.txt to determine how the superseded data were derived.
 HE0584
 HE0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB399874(NAD 83)
 HE0584_MARKER: DB = BENCH MARK DISK
 HE0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0584_STAMPING: J 25 1933
 HE0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0584+STABILITY: SURFACE MOTION
 HE0584
 HE0584  HISTORY     - Date     Condition        Report By
 HE0584  HISTORY     - 1933     MONUMENTED       CGS
 HE0584  HISTORY     - 1951     GOOD             NGS
 HE0584
 HE0584                          STATION DESCRIPTION
 HE0584
 HE0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HE0584'AT TORONTO.
 HE0584'AT TORONTO, WOODSON COUNTY, ON THE ABANDONED ATCHISON, TOPEKA
 HE0584'AND SANTA FE RAILWAY, 63.5 FEET SOUTH OF THE SOUTHEAST CORNER
 HE0584'OF THE STATION, AT A ROAD CROSSING, 150 FEET WEST OF THE CENTERLINE
 HE0584'OF THE NORTH-AND-SOUTH ROAD, AND 39.2 FEET SOUTH OF THE OLD
 HE0584'ROADBED.  A STANDARD DISK, STAMPED J 25 1933 AND SET IN THE
 HE0584'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- IT
 HE0584'WAS REPORTED IN JUNE 1951 THAT ALTHOUGH THE RAILROAD HAS BEEN
 HE0584'ABANDONED, THE STATION IS AT ITS ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0741 ***********************************************************************
 JE0741  DESIGNATION -  J 251
 JE0741  PID         -  JE0741
 JE0741  STATE/COUNTY-  KS/BOURBON
 JE0741  USGS QUAD   -  PRESCOTT (1978)
 JE0741
 JE0741                         *CURRENT SURVEY CONTROL
 JE0741  ___________________________________________________________________
 JE0741* NAD 83(1986)-  38 00 33.     (N)    094 42 55.     (W)     SCALED    
 JE0741* NAVD 88     -       247.895  (meters)     813.30   (feet)  ADJUSTED  
 JE0741  ___________________________________________________________________
 JE0741  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JE0741  DYNAMIC HT  -         247.711 (meters)     812.70  (feet)  COMP
 JE0741  MODELED GRAV-     979,881.3   (mgal)                       NAVD 88
 JE0741
 JE0741  VERT ORDER  -  SECOND    CLASS 0
 JE0741
 JE0741.The horizontal coordinates were scaled from a topographic map and have
 JE0741.an estimated accuracy of +/- 6 seconds.
 JE0741
 JE0741.The orthometric height was determined by differential leveling
 JE0741.and adjusted by the National Geodetic Survey in June 1991..
 JE0741
 JE0741.The geoid height was determined by GEOID03.
 JE0741
 JE0741.The dynamic height is computed by dividing the NAVD 88
 JE0741.geopotential number by the normal gravity value computed on the
 JE0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0741.degrees latitude (g = 980.6199 gals.).
 JE0741
 JE0741.The modeled gravity was interpolated from observed gravity values.
 JE0741
 JE0741;                    North         East    Units  Estimated Accuracy
 JE0741;SPC KS S     -   555,740.      732,270.      MT  (+/- 180 meters Scaled)
 JE0741
 JE0741                          SUPERSEDED SURVEY CONTROL
 JE0741
 JE0741  NGVD 29 (??/??/92)  247.769  (m)          812.89   (f) ADJ UNCH    2 0
 JE0741
 JE0741.Superseded values are not recommended for survey control.
 JE0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0741.See file dsdata.txt to determine how the superseded data were derived.
 JE0741
 JE0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC494082(NAD 83)
 JE0741_MARKER: DB = BENCH MARK DISK
 JE0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0741_STAMPING: J 251 1934
 JE0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0741+STABILITY: SURFACE MOTION
 JE0741
 JE0741  HISTORY     - Date     Condition        Report By
 JE0741  HISTORY     - 1934     MONUMENTED       CGS
 JE0741  HISTORY     - 1974     MARK NOT FOUND   KSDT
 JE0741
 JE0741                          STATION DESCRIPTION
 JE0741
 JE0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE0741'AT FULTON.
 JE0741'AT FULTON, BOURBON COUNTY, 25 FEET NORTH OF THE NORTH LINE OF
 JE0741'THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 19 FEET EAST OF
 JE0741'THE CENTERLINE OF THE MAIN TRACK, 2 FEET NORTH OF A BRICK WALK,
 JE0741'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 251
 JE0741'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JE0741
 JE0741                          STATION RECOVERY (1974)
 JE0741
 JE0741'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1974
 JE0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0295 ***********************************************************************
 HE0295  DESIGNATION -  J 252
 HE0295  PID         -  HE0295
 HE0295  STATE/COUNTY-  KS/BOURBON
 HE0295  USGS QUAD   -  FORT SCOTT (1978)
 HE0295
 HE0295                         *CURRENT SURVEY CONTROL
 HE0295  ___________________________________________________________________
 HE0295* NAD 83(1986)-  37 49 45.     (N)    094 42 02.     (W)     SCALED    
 HE0295* NAVD 88     -       257.128  (meters)     843.59   (feet)  ADJUSTED  
 HE0295  ___________________________________________________________________
 HE0295  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 HE0295  DYNAMIC HT  -         256.935 (meters)     842.96  (feet)  COMP
 HE0295  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 HE0295
 HE0295  VERT ORDER  -  SECOND    CLASS 0
 HE0295
 HE0295.The horizontal coordinates were scaled from a topographic map and have
 HE0295.an estimated accuracy of +/- 6 seconds.
 HE0295
 HE0295.The orthometric height was determined by differential leveling
 HE0295.and adjusted by the National Geodetic Survey in June 1991..
 HE0295
 HE0295.The geoid height was determined by GEOID03.
 HE0295
 HE0295.The dynamic height is computed by dividing the NAVD 88
 HE0295.geopotential number by the normal gravity value computed on the
 HE0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0295.degrees latitude (g = 980.6199 gals.).
 HE0295
 HE0295.The modeled gravity was interpolated from observed gravity values.
 HE0295
 HE0295;                    North         East    Units  Estimated Accuracy
 HE0295;SPC KS S     -   535,830.      734,370.      MT  (+/- 180 meters Scaled)
 HE0295
 HE0295                          SUPERSEDED SURVEY CONTROL
 HE0295
 HE0295  NGVD 29 (??/??/92)  257.012  (m)          843.21   (f) ADJ UNCH    2 0
 HE0295
 HE0295.Superseded values are not recommended for survey control.
 HE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0295.See file dsdata.txt to determine how the superseded data were derived.
 HE0295
 HE0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB503882(NAD 83)
 HE0295_MARKER: DB = BENCH MARK DISK
 HE0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0295_STAMPING: J 252 1934
 HE0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0295+STABILITY: SURFACE MOTION
 HE0295
 HE0295  HISTORY     - Date     Condition        Report By
 HE0295  HISTORY     - 1934     MONUMENTED       CGS
 HE0295  HISTORY     - 1950     GOOD             NGS
 HE0295  HISTORY     - 1975     GOOD             KSDT
 HE0295  HISTORY     - 1975     GOOD             KSDT
 HE0295
 HE0295                          STATION DESCRIPTION
 HE0295
 HE0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HE0295'1 MI S FROM FORT SCOTT.
 HE0295'ABOUT 1 MILE SOUTH OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HE0295'STATION, FORT SCOTT, BOURBON COUNTY, 20 FEET NORTH OF THE
 HE0295'TWENTY-FOURTH POLE SOUTH OF MILEPOST 99, 54 FEET SOUTH OF THE
 HE0295'CENTERLINE OF A ROAD WHICH IS TENTH STREET, 30 FEET WEST OF
 HE0295'THE CENTERLINE OF THE WEST TRACK, 37 FEET SOUTH OF A RAILROAD
 HE0295'CROSSING SIGN ON THE SOUTH SIDE OF A ROAD, AND 21 FEET SOUTHEAST
 HE0295'OF A NORTHEAST FENCE CORNER.  A STANDARD DISK, STAMPED J 252
 HE0295'1934 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 HE0295'WITH THE GROUND.
 HE0295
 HE0295                          STATION RECOVERY (1975)
 HE0295
 HE0295'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1975
 HE0295'RECOVERED IN GOOD CONDITION.
 HE0295
 HE0295                          STATION RECOVERY (1975)
 HE0295
 HE0295'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1975
 HE0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0226 ***********************************************************************
 HE0226  DESIGNATION -  J 253
 HE0226  PID         -  HE0226
 HE0226  STATE/COUNTY-  KS/CRAWFORD
 HE0226  USGS QUAD   -  CHEROKEE (1964)
 HE0226
 HE0226                         *CURRENT SURVEY CONTROL
 HE0226  ___________________________________________________________________
 HE0226* NAD 83(1986)-  37 21 13.     (N)    094 49 09.     (W)     SCALED    
 HE0226* NAVD 88     -       284.270  (meters)     932.64   (feet)  ADJUSTED  
 HE0226  ___________________________________________________________________
 HE0226  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HE0226  DYNAMIC HT  -         284.044 (meters)     931.90  (feet)  COMP
 HE0226  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 HE0226
 HE0226  VERT ORDER  -  SECOND    CLASS 0
 HE0226
 HE0226.The horizontal coordinates were scaled from a topographic map and have
 HE0226.an estimated accuracy of +/- 6 seconds.
 HE0226
 HE0226.The orthometric height was determined by differential leveling
 HE0226.and adjusted by the National Geodetic Survey in June 1991..
 HE0226
 HE0226.The geoid height was determined by GEOID03.
 HE0226
 HE0226.The dynamic height is computed by dividing the NAVD 88
 HE0226.geopotential number by the normal gravity value computed on the
 HE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0226.degrees latitude (g = 980.6199 gals.).
 HE0226
 HE0226.The modeled gravity was interpolated from observed gravity values.
 HE0226
 HE0226;                    North         East    Units  Estimated Accuracy
 HE0226;SPC KS S     -   482,680.      726,020.      MT  (+/- 180 meters Scaled)
 HE0226
 HE0226                          SUPERSEDED SURVEY CONTROL
 HE0226
 HE0226  NGVD 29 (??/??/92)  284.156  (m)          932.27   (f) ADJ UNCH    2 0
 HE0226
 HE0226.Superseded values are not recommended for survey control.
 HE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0226.See file dsdata.txt to determine how the superseded data were derived.
 HE0226
 HE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB388356(NAD 83)
 HE0226_MARKER: DB = BENCH MARK DISK
 HE0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0226_STAMPING: J 253 1934
 HE0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0226+STABILITY: SURFACE MOTION
 HE0226
 HE0226  HISTORY     - Date     Condition        Report By
 HE0226  HISTORY     - 1934     MONUMENTED       CGS
 HE0226  HISTORY     - 1935     GOOD             NGS
 HE0226  HISTORY     - 20040122 MARK NOT FOUND   SKW
 HE0226
 HE0226                          STATION DESCRIPTION
 HE0226
 HE0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0226'0.5 MI N FROM CHEROKEE.
 HE0226'0.5 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0226'THE STATION AT CHEROKEE, CRAWFORD COUNTY, 24 FEET SOUTHEAST OF
 HE0226'THE FIFTEENTH POLE SOUTH OF MILEPOST 135, 24 FEET NORTH OF THE
 HE0226'CENTERLINE OF A ROAD, 57 FEET EAST OF THE CENTERLINE OF THE MAIN
 HE0226'TRACK, AND 3 FEET WEST OF A POLE.  A STANDARD DISK SET IN THE
 HE0226'TOP OF A CONCRETE POST.
 HE0226
 HE0226                          STATION RECOVERY (2004)
 HE0226
 HE0226'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 HE0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0669 ***********************************************************************
 KE0669  DESIGNATION -  J 256
 KE0669  PID         -  KE0669
 KE0669  STATE/COUNTY-  KS/JEFFERSON
 KE0669  USGS QUAD   -  WINCHESTER (1979)
 KE0669
 KE0669                         *CURRENT SURVEY CONTROL
 KE0669  ___________________________________________________________________
 KE0669* NAD 83(1986)-  39 19 05.     (N)    095 19 45.     (W)     SCALED    
 KE0669* NAVD 88     -       344.055  (meters)    1128.79   (feet)  ADJUSTED  
 KE0669  ___________________________________________________________________
 KE0669  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KE0669  DYNAMIC HT  -         343.834 (meters)    1128.06  (feet)  COMP
 KE0669  MODELED GRAV-     979,973.2   (mgal)                       NAVD 88
 KE0669
 KE0669  VERT ORDER  -  SECOND    CLASS 0
 KE0669
 KE0669.The horizontal coordinates were scaled from a topographic map and have
 KE0669.an estimated accuracy of +/- 6 seconds.
 KE0669
 KE0669.The orthometric height was determined by differential leveling
 KE0669.and adjusted by the National Geodetic Survey in June 1991..
 KE0669
 KE0669.The geoid height was determined by GEOID03.
 KE0669
 KE0669.The dynamic height is computed by dividing the NAVD 88
 KE0669.geopotential number by the normal gravity value computed on the
 KE0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0669.degrees latitude (g = 980.6199 gals.).
 KE0669
 KE0669.The modeled gravity was interpolated from observed gravity values.
 KE0669
 KE0669;                    North         East    Units  Estimated Accuracy
 KE0669;SPC KS N     -   112,710.      630,280.      MT  (+/- 180 meters Scaled)
 KE0669
 KE0669                          SUPERSEDED SURVEY CONTROL
 KE0669
 KE0669  NGVD 29 (??/??/92)  343.964  (m)         1128.49   (f) ADJ UNCH    2 0
 KE0669
 KE0669.Superseded values are not recommended for survey control.
 KE0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0669.See file dsdata.txt to determine how the superseded data were derived.
 KE0669
 KE0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD992546(NAD 83)
 KE0669_MARKER: DB = BENCH MARK DISK
 KE0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0669_SP_SET: CULVERT
 KE0669_STAMPING: J 256 1938
 KE0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0669
 KE0669  HISTORY     - Date     Condition        Report By
 KE0669  HISTORY     - 1938     MONUMENTED       CGS
 KE0669  HISTORY     - 1950     GOOD             NGS
 KE0669  HISTORY     - 1965     GOOD             USGS
 KE0669
 KE0669                          STATION DESCRIPTION
 KE0669
 KE0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0669'1.1 MI N FROM DUNAVANT.
 KE0669'1.1 MILES NORTH ALONG U.S. HIGHWAY 59 FROM THE GENERAL STORE
 KE0669'AT DUNAVANT, JEFFERSON COUNTY, AT AN EAST-AND-WEST DIRT ROAD
 KE0669'INTERSECTION, 36 YARDS NORTHEAST OF THE NORTHEAST CORNER OF
 KE0669'A TWO-STORY WHITE FRAME FARMHOUSE, 19.3 FEET EAST OF THE
 KE0669'CENTERLINE OF THE HIGHWAY, 13.4 FEET SOUTH OF THE CENTERLINE
 KE0669'OF THE ROAD, IN THE CENTER OF THE TOP OF THE SOUTH HEADWALL
 KE0669'OF A CONCRETE PIPE CULVERT UNDER THE ROAD LEADING EAST, AND 6
 KE0669'INCHES HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 256
 KE0669'1938.
 KE0669
 KE0669                          STATION RECOVERY (1965)
 KE0669
 KE0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KE0669'ALL BUILDINGS HAVE BEEN REMOVED FROM THE PLACE KNOWN AS DUNAVANT. THE
 KE0669'MARK IS ABOUT 8.3 MILES NORTH OF OSKALOOSA BUT U.S. HIGHWAY 59 WILL
 KE0669'NOT PASS THIS MARK AFTER THE HIGHWAY HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0901 ***********************************************************************
 JE0901  DESIGNATION -  J 257
 JE0901  PID         -  JE0901
 JE0901  STATE/COUNTY-  KS/FRANKLIN
 JE0901  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE0901
 JE0901                         *CURRENT SURVEY CONTROL
 JE0901  ___________________________________________________________________
 JE0901* NAD 83(1986)-  38 30 38.     (N)    095 16 08.     (W)     SCALED    
 JE0901* NAVD 88     -       297.349  (meters)     975.55   (feet)  ADJUSTED  
 JE0901  ___________________________________________________________________
 JE0901  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JE0901  DYNAMIC HT  -         297.139 (meters)     974.86  (feet)  COMP
 JE0901  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 JE0901
 JE0901  VERT ORDER  -  SECOND    CLASS 0
 JE0901
 JE0901.The horizontal coordinates were scaled from a topographic map and have
 JE0901.an estimated accuracy of +/- 6 seconds.
 JE0901
 JE0901.The orthometric height was determined by differential leveling
 JE0901.and adjusted by the National Geodetic Survey in June 1991..
 JE0901
 JE0901.The geoid height was determined by GEOID03.
 JE0901
 JE0901.The dynamic height is computed by dividing the NAVD 88
 JE0901.geopotential number by the normal gravity value computed on the
 JE0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0901.degrees latitude (g = 980.6199 gals.).
 JE0901
 JE0901.The modeled gravity was interpolated from observed gravity values.
 JE0901
 JE0901;                    North         East    Units  Estimated Accuracy
 JE0901;SPC KS S     -   609,530.      681,760.      MT  (+/- 180 meters Scaled)
 JE0901
 JE0901                          SUPERSEDED SURVEY CONTROL
 JE0901
 JE0901  NGVD 29 (??/??/92)  297.228  (m)          975.16   (f) ADJ UNCH    2 0
 JE0901
 JE0901.Superseded values are not recommended for survey control.
 JE0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0901.See file dsdata.txt to determine how the superseded data were derived.
 JE0901
 JE0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC021649(NAD 83)
 JE0901_MARKER: DB = BENCH MARK DISK
 JE0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0901_SP_SET: SEMAPHORE BASE
 JE0901_STAMPING: J 257 1938
 JE0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0901
 JE0901  HISTORY     - Date     Condition        Report By
 JE0901  HISTORY     - 1938     MONUMENTED       CGS
 JE0901  HISTORY     - 1950     GOOD             NGS
 JE0901
 JE0901                          STATION DESCRIPTION
 JE0901
 JE0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JE0901'1.4 MI N FROM PRINCETON.
 JE0901'1.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE0901'FROM THE STATION AT PRINCETON, FRANKLIN COUNTY, 0.25 MILE
 JE0901'NORTH OF A DIRT-ROAD CROSSING, AT SEMAPHORE 652, IN THE TOP OF
 JE0901'THE WEST END OF THE CONCRETE BASE, 8.7 FEET EAST OF THE CENTER
 JE0901'LINE OF THE TRACK, AND ABOUT 6 INCHES HIGHER THAN THE TOP OF THE
 JE0901'RAIL.  A STANDARD DISK, STAMPED J 257 1938.
 JE0901
 JE0901                          STATION RECOVERY (1950)
 JE0901
 JE0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0483 ***********************************************************************
 JG0483  DESIGNATION -  J 258
 JG0483  PID         -  JG0483
 JG0483  STATE/COUNTY-  KS/NESS
 JG0483  USGS QUAD   -  NESS CITY SW (1970)
 JG0483
 JG0483                         *CURRENT SURVEY CONTROL
 JG0483  ___________________________________________________________________
 JG0483* NAD 83(1986)-  38 16 23.     (N)    099 53 48.     (W)     SCALED    
 JG0483* NAVD 88     -       681.143  (meters)    2234.72   (feet)  ADJUSTED  
 JG0483  ___________________________________________________________________
 JG0483  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0483  DYNAMIC HT  -         680.587 (meters)    2232.89  (feet)  COMP
 JG0483  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 JG0483
 JG0483  VERT ORDER  -  SECOND    CLASS 0
 JG0483
 JG0483.The horizontal coordinates were scaled from a topographic map and have
 JG0483.an estimated accuracy of +/- 6 seconds.
 JG0483
 JG0483.The orthometric height was determined by differential leveling
 JG0483.and adjusted by the National Geodetic Survey in June 1991..
 JG0483
 JG0483.The geoid height was determined by GEOID03.
 JG0483
 JG0483.The dynamic height is computed by dividing the NAVD 88
 JG0483.geopotential number by the normal gravity value computed on the
 JG0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0483.degrees latitude (g = 980.6199 gals.).
 JG0483
 JG0483.The modeled gravity was interpolated from observed gravity values.
 JG0483
 JG0483;                    North         East    Units  Estimated Accuracy
 JG0483;SPC KS S     -   579,200.      277,790.      MT  (+/- 180 meters Scaled)
 JG0483
 JG0483                          SUPERSEDED SURVEY CONTROL
 JG0483
 JG0483  NGVD 29 (??/??/92)  680.879  (m)         2233.85   (f) ADJ UNCH    2 0
 JG0483
 JG0483.Superseded values are not recommended for survey control.
 JG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0483.See file dsdata.txt to determine how the superseded data were derived.
 JG0483
 JG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH215364(NAD 83)
 JG0483_MARKER: DB = BENCH MARK DISK
 JG0483_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0483_SP_SET: BRIDGE
 JG0483_STAMPING: J 258 1938
 JG0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0483
 JG0483  HISTORY     - Date     Condition        Report By
 JG0483  HISTORY     - 1938     MONUMENTED       CGS
 JG0483
 JG0483                          STATION DESCRIPTION
 JG0483
 JG0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JG0483'12.6 MI S FROM NESS CITY.
 JG0483'12.6 MILES SOUTH BY HIGHWAY.  ALONG U.S. 283 SET IN TOP OF
 JG0483'SOUTHEAST WINGWALL OF SOUTH ABUTMENT OF A HIGHWAY BRIDGE.  18 FT.
 JG0483'EAST OF CENTER-LINE OF HIGHWAY.  8 IN. BELOW ROAD LEVEL.  SET
 JG0483'HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0506 ***********************************************************************
 HE0506  DESIGNATION -  J 26
 HE0506  PID         -  HE0506
 HE0506  STATE/COUNTY-  KS/MONTGOMERY
 HE0506  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0506
 HE0506                         *CURRENT SURVEY CONTROL
 HE0506  ___________________________________________________________________
 HE0506* NAD 83(1986)-  37 03 16.     (N)    095 42 43.     (W)     SCALED    
 HE0506* NAVD 88     -       231.044  (meters)     758.02   (feet)  ADJUSTED  
 HE0506  ___________________________________________________________________
 HE0506  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HE0506  DYNAMIC HT  -         230.858 (meters)     757.41  (feet)  COMP
 HE0506  MODELED GRAV-     979,822.9   (mgal)                       NAVD 88
 HE0506
 HE0506  VERT ORDER  -  FIRST     CLASS II
 HE0506
 HE0506.The horizontal coordinates were scaled from a topographic map and have
 HE0506.an estimated accuracy of +/- 6 seconds.
 HE0506
 HE0506.The orthometric height was determined by differential leveling
 HE0506.and adjusted by the National Geodetic Survey in June 1991..
 HE0506
 HE0506.The geoid height was determined by GEOID03.
 HE0506
 HE0506.The dynamic height is computed by dividing the NAVD 88
 HE0506.geopotential number by the normal gravity value computed on the
 HE0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0506.degrees latitude (g = 980.6199 gals.).
 HE0506
 HE0506.The modeled gravity was interpolated from observed gravity values.
 HE0506
 HE0506;                    North         East    Units  Estimated Accuracy
 HE0506;SPC KS S     -   446,750.      647,970.      MT  (+/- 180 meters Scaled)
 HE0506
 HE0506                          SUPERSEDED SURVEY CONTROL
 HE0506
 HE0506  NGVD 29 (??/??/92)  230.900  (m)          757.54   (f) ADJ UNCH    1 2
 HE0506
 HE0506.Superseded values are not recommended for survey control.
 HE0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0506.See file dsdata.txt to determine how the superseded data were derived.
 HE0506
 HE0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB588043(NAD 83)
 HE0506_MARKER: DB = BENCH MARK DISK
 HE0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0506_STAMPING: J 26 1933
 HE0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0506+STABILITY: SURFACE MOTION
 HE0506
 HE0506  HISTORY     - Date     Condition        Report By
 HE0506  HISTORY     - 1933     MONUMENTED       CGS
 HE0506  HISTORY     - 1958     MARK NOT FOUND   NGS
 HE0506
 HE0506                          STATION DESCRIPTION
 HE0506
 HE0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HE0506'AT DEARING.
 HE0506'AT DEARING, MONTGOMERY COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HE0506'80.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION,
 HE0506'46.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 32 FEET
 HE0506'SOUTH OF THE SOUTH RAIL OF THE SOUTH PASSING TRACK, AND 2
 HE0506'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 HE0506'J 26 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HE0506'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0785 ***********************************************************************
 JE0785  DESIGNATION -  J 260
 JE0785  PID         -  JE0785
 JE0785  STATE/COUNTY-  KS/MIAMI
 JE0785  USGS QUAD   -  OSAWATOMIE (1963)
 JE0785
 JE0785                         *CURRENT SURVEY CONTROL
 JE0785  ___________________________________________________________________
 JE0785* NAD 83(1986)-  38 29 32.     (N)    094 57 35.     (W)     SCALED    
 JE0785* NAVD 88     -       261.138  (meters)     856.75   (feet)  ADJUSTED  
 JE0785  ___________________________________________________________________
 JE0785  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE0785  DYNAMIC HT  -         260.954 (meters)     856.15  (feet)  COMP
 JE0785  MODELED GRAV-     979,918.2   (mgal)                       NAVD 88
 JE0785
 JE0785  VERT ORDER  -  SECOND    CLASS 0
 JE0785
 JE0785.The horizontal coordinates were scaled from a topographic map and have
 JE0785.an estimated accuracy of +/- 6 seconds.
 JE0785
 JE0785.The orthometric height was determined by differential leveling
 JE0785.and adjusted by the National Geodetic Survey in June 1991..
 JE0785
 JE0785.The geoid height was determined by GEOID03.
 JE0785
 JE0785.The dynamic height is computed by dividing the NAVD 88
 JE0785.geopotential number by the normal gravity value computed on the
 JE0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0785.degrees latitude (g = 980.6199 gals.).
 JE0785
 JE0785.The modeled gravity was interpolated from observed gravity values.
 JE0785
 JE0785;                    North         East    Units  Estimated Accuracy
 JE0785;SPC KS S     -   608,480.      708,780.      MT  (+/- 180 meters Scaled)
 JE0785
 JE0785                          SUPERSEDED SURVEY CONTROL
 JE0785
 JE0785  NGVD 29 (??/??/92)  261.003  (m)          856.31   (f) ADJ UNCH    2 0
 JE0785
 JE0785.Superseded values are not recommended for survey control.
 JE0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0785.See file dsdata.txt to determine how the superseded data were derived.
 JE0785
 JE0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC290622(NAD 83)
 JE0785_MARKER: DB = BENCH MARK DISK
 JE0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0785_STAMPING: J 260 1940
 JE0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0785+STABILITY: SURFACE MOTION
 JE0785
 JE0785  HISTORY     - Date     Condition        Report By
 JE0785  HISTORY     - 1940     MONUMENTED       CGS
 JE0785  HISTORY     - 1951     GOOD             NGS
 JE0785
 JE0785                          STATION DESCRIPTION
 JE0785
 JE0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0785'0.7 MI W FROM OSAWATOMIE.
 JE0785'0.7 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0785'STATION AT OSAWATOMIE, MIAMI COUNTY, AT POLE 333/35, 28.7 FEET
 JE0785'NORTH OF THE CENTERLINE OF THE MAIN TRACK, AT A PUMPHOUSE, IN
 JE0785'THE SOUTH WALL OF THE CONCRETE FOUNDATION, 1 FOOT EAST OF THE
 JE0785'SOUTHWEST CORNER, AND 4.2 FEET ABOVE THE GROUND.  A STANDARD
 JE0785'DISK, STAMPED J 260 1940 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0069 ***********************************************************************
 KF0069  DESIGNATION -  J 262
 KF0069  PID         -  KF0069
 KF0069  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0069  USGS QUAD   -  ST MARYS (1978)
 KF0069
 KF0069                         *CURRENT SURVEY CONTROL
 KF0069  ___________________________________________________________________
 KF0069* NAD 83(1986)-  39 11 26.     (N)    096 03 36.     (W)     SCALED    
 KF0069* NAVD 88     -       292.921  (meters)     961.02   (feet)  ADJUSTED  
 KF0069  ___________________________________________________________________
 KF0069  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 KF0069  DYNAMIC HT  -         292.732 (meters)     960.40  (feet)  COMP
 KF0069  MODELED GRAV-     979,976.6   (mgal)                       NAVD 88
 KF0069
 KF0069  VERT ORDER  -  FIRST     CLASS II
 KF0069
 KF0069.The horizontal coordinates were scaled from a topographic map and have
 KF0069.an estimated accuracy of +/- 6 seconds.
 KF0069
 KF0069.The orthometric height was determined by differential leveling
 KF0069.and adjusted by the National Geodetic Survey in June 1991..
 KF0069
 KF0069.The geoid height was determined by GEOID03.
 KF0069
 KF0069.The dynamic height is computed by dividing the NAVD 88
 KF0069.geopotential number by the normal gravity value computed on the
 KF0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0069.degrees latitude (g = 980.6199 gals.).
 KF0069
 KF0069.The modeled gravity was interpolated from observed gravity values.
 KF0069
 KF0069;                    North         East    Units  Estimated Accuracy
 KF0069;SPC KS N     -    96,960.      567,580.      MT  (+/- 180 meters Scaled)
 KF0069
 KF0069                          SUPERSEDED SURVEY CONTROL
 KF0069
 KF0069  NGVD 29 (??/??/92)  292.839  (m)          960.76   (f) ADJ UNCH    1 2
 KF0069
 KF0069.Superseded values are not recommended for survey control.
 KF0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0069.See file dsdata.txt to determine how the superseded data were derived.
 KF0069
 KF0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ539420(NAD 83)
 KF0069_MARKER: DB = BENCH MARK DISK
 KF0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0069_SP_SET: CONCRETE POST
 KF0069_STAMPING: J 262 1940
 KF0069_MARK LOGO: CGS   
 KF0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0069+STABILITY: SURFACE MOTION
 KF0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0069+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 KF0069
 KF0069  HISTORY     - Date     Condition        Report By
 KF0069  HISTORY     - 1940     MONUMENTED       CGS
 KF0069  HISTORY     - 1965     GOOD             NGS
 KF0069  HISTORY     - 1986     GOOD             NGS
 KF0069  HISTORY     - 20050204 GOOD             GEOCAC
 KF0069
 KF0069                          STATION DESCRIPTION
 KF0069
 KF0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0069'AT ST MARYS.
 KF0069'AT ST. MARYS, ON THE UNION PACIFIC RAILROAD, AT THE SOUTH
 KF0069'ENTRANCE TO ST. MARYS COLLEGE, 22 FEET NORTH OF CENTER LINE OF
 KF0069'THE TRACK, 17.5 FEET EAST OF CENTER OF DRIVE INTO THE COLLEGE
 KF0069'GROUNDS, AND 0.7 FOOT SOUTH OF THE SOUTH FACE OF THE EAST STONE
 KF0069'ENTRANCE WALL TO THE COLLEGE.  A STANDARD DISK, STAMPED, J 262
 KF0069'1940, IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 KF0069
 KF0069                          STATION RECOVERY (1986)
 KF0069
 KF0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0069'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  37.9 KM (23.5
 KF0069'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KF0069'TOPEKA.
 KF0069
 KF0069                          STATION RECOVERY (2005)
 KF0069
 KF0069'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0594 ***********************************************************************
 KE0594  DESIGNATION -  J 264
 KE0594  PID         -  KE0594
 KE0594  STATE/COUNTY-  KS/DOUGLAS
 KE0594  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0594
 KE0594                         *CURRENT SURVEY CONTROL
 KE0594  ___________________________________________________________________
 KE0594* NAD 83(1986)-  39 00 54.     (N)    095 17 00.     (W)     SCALED    
 KE0594* NAVD 88     -       252.675  (meters)     828.98   (feet)  ADJUSTED  
 KE0594  ___________________________________________________________________
 KE0594  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 KE0594  DYNAMIC HT  -         252.511 (meters)     828.45  (feet)  COMP
 KE0594  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 KE0594
 KE0594  VERT ORDER  -  FIRST     CLASS II
 KE0594
 KE0594.The horizontal coordinates were scaled from a topographic map and have
 KE0594.an estimated accuracy of +/- 6 seconds.
 KE0594
 KE0594.The orthometric height was determined by differential leveling
 KE0594.and adjusted by the National Geodetic Survey in June 1991..
 KE0594
 KE0594.The geoid height was determined by GEOID03.
 KE0594
 KE0594.The dynamic height is computed by dividing the NAVD 88
 KE0594.geopotential number by the normal gravity value computed on the
 KE0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0594.degrees latitude (g = 980.6199 gals.).
 KE0594
 KE0594.The modeled gravity was interpolated from observed gravity values.
 KE0594
 KE0594;                    North         East    Units  Estimated Accuracy
 KE0594;SPC KS N     -    79,200.      635,240.      MT  (+/- 180 meters Scaled)
 KE0594
 KE0594                          SUPERSEDED SURVEY CONTROL
 KE0594
 KE0594  NGVD 29 (??/??/92)  252.593  (m)          828.72   (f) ADJ UNCH    1 2
 KE0594
 KE0594.Superseded values are not recommended for survey control.
 KE0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0594.See file dsdata.txt to determine how the superseded data were derived.
 KE0594
 KE0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD023209(NAD 83)
 KE0594_MARKER: DB = BENCH MARK DISK
 KE0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0594_STAMPING: J 264 1940
 KE0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0594+STABILITY: SURFACE MOTION
 KE0594
 KE0594  HISTORY     - Date     Condition        Report By
 KE0594  HISTORY     - 1940     MONUMENTED       CGS
 KE0594  HISTORY     - 1951     GOOD             NGS
 KE0594  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0594
 KE0594                          STATION DESCRIPTION
 KE0594
 KE0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0594'4.4 MI W FROM LAWRENCE.
 KE0594'4.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0594'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, 114 FEET NORTHWEST
 KE0594'OF MILEPOST 31, 8 FEET SOUTHEAST OF THE FIRST POLE NORTHWEST OF
 KE0594'THE MILEPOST, 72 FEET NORTHWEST OF STEEL RAIL 31, AT A FARM-ROAD
 KE0594'CROSSING, 67 FEET EAST OF THE CENTER OF THE CROSSING, 28 FEET
 KE0594'NORTHEAST OF THE CENTERLINE OF THE TRACK, 21 FEET SOUTH OF THE
 KE0594'CENTERLINE OF THE FARM ROAD, 6 FEET SOUTHEAST OF THE END POST
 KE0594'IN THE RIGHT-OF-WAY FENCE, 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY
 KE0594'FENCE, AND ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.
 KE0594'A STANDARD DISK, STAMPED J 264 1940 AND SET IN THE TOP OF A
 KE0594'CONCRETE POST.
 KE0594
 KE0594                          STATION RECOVERY (1986)
 KE0594
 KE0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0318 ***********************************************************************
 JF0318  DESIGNATION -  J 265
 JF0318  PID         -  JF0318
 JF0318  STATE/COUNTY-  KS/CHASE
 JF0318  USGS QUAD   -  MATFIELD GREEN (1973)
 JF0318
 JF0318                         *CURRENT SURVEY CONTROL
 JF0318  ___________________________________________________________________
 JF0318* NAD 83(1986)-  38 07 59.     (N)    096 35 31.     (W)     SCALED    
 JF0318* NAVD 88     -       424.629  (meters)    1393.14   (feet)  ADJUSTED  
 JF0318  ___________________________________________________________________
 JF0318  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 JF0318  DYNAMIC HT  -         424.307 (meters)    1392.08  (feet)  COMP
 JF0318  MODELED GRAV-     979,859.3   (mgal)                       NAVD 88
 JF0318
 JF0318  VERT ORDER  -  SECOND    CLASS 0
 JF0318
 JF0318.The horizontal coordinates were scaled from a topographic map and have
 JF0318.an estimated accuracy of +/- 6 seconds.
 JF0318
 JF0318.The orthometric height was determined by differential leveling
 JF0318.and adjusted by the National Geodetic Survey in June 1991..
 JF0318
 JF0318.The geoid height was determined by GEOID03.
 JF0318
 JF0318.The dynamic height is computed by dividing the NAVD 88
 JF0318.geopotential number by the normal gravity value computed on the
 JF0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0318.degrees latitude (g = 980.6199 gals.).
 JF0318
 JF0318.The modeled gravity was interpolated from observed gravity values.
 JF0318
 JF0318;                    North         East    Units  Estimated Accuracy
 JF0318;SPC KS S     -   564,460.      567,270.      MT  (+/- 180 meters Scaled)
 JF0318
 JF0318                          SUPERSEDED SURVEY CONTROL
 JF0318
 JF0318  NGVD 29 (??/??/92)  424.467  (m)         1392.61   (f) ADJ UNCH    2 0
 JF0318
 JF0318.Superseded values are not recommended for survey control.
 JF0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0318.See file dsdata.txt to determine how the superseded data were derived.
 JF0318
 JF0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH110233(NAD 83)
 JF0318_MARKER: DB = BENCH MARK DISK
 JF0318_SETTING: 66 = SET IN ROCK OUTCROP
 JF0318_SP_SET: OUTCROP
 JF0318_STAMPING: J 265 1940
 JF0318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0318+STABILITY: POSITION/ELEVATION WELL
 JF0318
 JF0318  HISTORY     - Date     Condition        Report By
 JF0318  HISTORY     - 1940     MONUMENTED       CGS
 JF0318  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0318
 JF0318                          STATION DESCRIPTION
 JF0318
 JF0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JF0318'2.5 MI S FROM MATFIELD GREEN.
 JF0318'2.5 MILES SOUTH OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JF0318'STATION IN MATFIELD GREEN.  BENCH MARK IS ALONG THE RIGHT-OF-WAY
 JF0318'OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD.  97 FEET SOUTHWEST
 JF0318'OF MILEPOST NO. 147.  11 RAILS NORTH OF RAILROAD BRIDGE NO. 147 A.
 JF0318'26 FEET EAST OF CENTER LINE OF TRACK.  7 FEET BELOW TOP OF RAIL.
 JF0318'SET FLUSH AND HORIZONTALLY IN TOP OF LARGE ROCK OUTCROP.  NO 4
 JF0318'X 4 INCH WOODEN POST SET DUE TO THE OUTCROPPING ROCK.
 JF0318'NOTE-- CONSTRUCTION ON RR RIGHT-OF-WAY MAY HAVE DESTROYED THE
 JF0318'MARK.
 JF0318
 JF0318                          STATION RECOVERY (1968)
 JF0318
 JF0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0483 ***********************************************************************
 HG0483  DESIGNATION -  J 266
 HG0483  PID         -  HG0483
 HG0483  STATE/COUNTY-  KS/KIOWA
 HG0483  USGS QUAD   -  BELVIDERE (1968)
 HG0483
 HG0483                         *CURRENT SURVEY CONTROL
 HG0483  ___________________________________________________________________
 HG0483* NAD 83(1986)-  37 25 28.     (N)    099 07 09.     (W)     SCALED    
 HG0483* NAVD 88     -       581.510  (meters)    1907.84   (feet)  ADJUSTED  
 HG0483  ___________________________________________________________________
 HG0483  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 HG0483  DYNAMIC HT  -         581.007 (meters)    1906.19  (feet)  COMP
 HG0483  MODELED GRAV-     979,747.3   (mgal)                       NAVD 88
 HG0483
 HG0483  VERT ORDER  -  SECOND    CLASS 0
 HG0483
 HG0483.The horizontal coordinates were scaled from a topographic map and have
 HG0483.an estimated accuracy of +/- 6 seconds.
 HG0483
 HG0483.The orthometric height was determined by differential leveling
 HG0483.and adjusted by the National Geodetic Survey in June 1991..
 HG0483
 HG0483.The geoid height was determined by GEOID03.
 HG0483
 HG0483.The dynamic height is computed by dividing the NAVD 88
 HG0483.geopotential number by the normal gravity value computed on the
 HG0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0483.degrees latitude (g = 980.6199 gals.).
 HG0483
 HG0483.The modeled gravity was interpolated from observed gravity values.
 HG0483
 HG0483;                    North         East    Units  Estimated Accuracy
 HG0483;SPC KS S     -   484,280.      345,200.      MT  (+/- 180 meters Scaled)
 HG0483
 HG0483                          SUPERSEDED SURVEY CONTROL
 HG0483
 HG0483  NGVD 29 (??/??/92)  581.255  (m)         1907.00   (f) ADJ UNCH    2 0
 HG0483
 HG0483.Superseded values are not recommended for survey control.
 HG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0483.See file dsdata.txt to determine how the superseded data were derived.
 HG0483
 HG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG894419(NAD 83)
 HG0483_MARKER: DB = BENCH MARK DISK
 HG0483_SETTING: 80 = SET IN A BOULDER
 HG0483_SP_SET: ROCK OUTCROP
 HG0483_STAMPING: J 266 1940
 HG0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0483+STABILITY: SURFACE MOTION
 HG0483
 HG0483  HISTORY     - Date     Condition        Report By
 HG0483  HISTORY     - 1940     MONUMENTED       CGS
 HG0483
 HG0483                          STATION DESCRIPTION
 HG0483
 HG0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0483'2.3 MI SW FROM BELVIDERE.
 HG0483'2.3 MILES SOUTHWEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0483'TOPEKA, AND SANTA FE RR.  0.3 MILE SOUTH OF MILE POST NO. 107.  60.0
 HG0483'FEET WEST OF CENTER LINE OF TRACK.  26.0 FEET EAST OF CENTER LINE OF
 HG0483'U.S. HIGHWAY NO. 160.  2.0 FEET BELOW TOP OF RAIL.  SET FLUSH AND
 HG0483'HORIZONTALLY IN DRILL HOLE IN TOP CENTER OF LARGE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0433 ***********************************************************************
 JG0433  DESIGNATION -  J 267
 JG0433  PID         -  JG0433
 JG0433  STATE/COUNTY-  KS/PAWNEE
 JG0433  USGS QUAD   -  GARFIELD (1972)
 JG0433
 JG0433                         *CURRENT SURVEY CONTROL
 JG0433  ___________________________________________________________________
 JG0433* NAD 83(1986)-  38 06 29.     (N)    099 11 44.     (W)     SCALED    
 JG0433* NAVD 88     -       622.875  (meters)    2043.55   (feet)  ADJUSTED  
 JG0433  ___________________________________________________________________
 JG0433  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 JG0433  DYNAMIC HT  -         622.384 (meters)    2041.94  (feet)  COMP
 JG0433  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 JG0433
 JG0433  VERT ORDER  -  SECOND    CLASS 0
 JG0433
 JG0433.The horizontal coordinates were scaled from a topographic map and have
 JG0433.an estimated accuracy of +/- 6 seconds.
 JG0433
 JG0433.The orthometric height was determined by differential leveling
 JG0433.and adjusted by the National Geodetic Survey in June 1991..
 JG0433
 JG0433.The geoid height was determined by GEOID03.
 JG0433
 JG0433.The dynamic height is computed by dividing the NAVD 88
 JG0433.geopotential number by the normal gravity value computed on the
 JG0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0433.degrees latitude (g = 980.6199 gals.).
 JG0433
 JG0433.The modeled gravity was interpolated from observed gravity values.
 JG0433
 JG0433;                    North         East    Units  Estimated Accuracy
 JG0433;SPC KS S     -   560,200.      339,000.      MT  (+/- 180 meters Scaled)
 JG0433
 JG0433                          SUPERSEDED SURVEY CONTROL
 JG0433
 JG0433  NGVD 29 (??/??/92)  622.683  (m)         2042.92   (f) ADJ UNCH    2 0
 JG0433
 JG0433.Superseded values are not recommended for survey control.
 JG0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0433.See file dsdata.txt to determine how the superseded data were derived.
 JG0433
 JG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH828178(NAD 83)
 JG0433_MARKER: DB = BENCH MARK DISK
 JG0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0433_STAMPING: J 267 1940
 JG0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0433+STABILITY: SURFACE MOTION
 JG0433
 JG0433  HISTORY     - Date     Condition        Report By
 JG0433  HISTORY     - 1940     MONUMENTED       CGS
 JG0433  HISTORY     - 1972     MARK NOT FOUND   USGS
 JG0433
 JG0433                          STATION DESCRIPTION
 JG0433
 JG0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0433'3.4 MI NE FROM GARFIELD.
 JG0433'3.4 MILES NORTHEAST, ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA,
 JG0433'AND SANTA FE RR.  85.6 FEET NORTHWEST OF MILE POST NO. 299.
 JG0433'80 FEET SOUTHEAST OF CENTER LINE OF STATE HIGHWAY NO. 45.  45
 JG0433'FEET NORTHWEST OF CENTER LINE OF TRACK.  3.0 FEET SOUTH OF
 JG0433'4 X 4 INCH WHITE WOODEN POST PROJECTING 1.5 FOOT.
 JG0433
 JG0433                          STATION RECOVERY (1972)
 JG0433
 JG0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JG0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0517 ***********************************************************************
 JG0517  DESIGNATION -  J 268
 JG0517  PID         -  JG0517
 JG0517  STATE/COUNTY-  KS/RUSH
 JG0517  USGS QUAD   -  MC CRACKEN (1965)
 JG0517
 JG0517                         *CURRENT SURVEY CONTROL
 JG0517  ___________________________________________________________________
 JG0517* NAD 83(1986)-  38 34 27.     (N)    099 32 44.     (W)     SCALED    
 JG0517* NAVD 88     -       655.554  (meters)    2150.76   (feet)  ADJUSTED  
 JG0517  ___________________________________________________________________
 JG0517  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0517  DYNAMIC HT  -         655.049 (meters)    2149.11  (feet)  COMP
 JG0517  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 JG0517
 JG0517  VERT ORDER  -  SECOND    CLASS 0
 JG0517
 JG0517.The horizontal coordinates were scaled from a topographic map and have
 JG0517.an estimated accuracy of +/- 6 seconds.
 JG0517
 JG0517.The orthometric height was determined by differential leveling
 JG0517.and adjusted by the National Geodetic Survey in June 1991..
 JG0517
 JG0517.The geoid height was determined by GEOID03.
 JG0517
 JG0517.The dynamic height is computed by dividing the NAVD 88
 JG0517.geopotential number by the normal gravity value computed on the
 JG0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0517.degrees latitude (g = 980.6199 gals.).
 JG0517
 JG0517.The modeled gravity was interpolated from observed gravity values.
 JG0517
 JG0517;                    North         East    Units  Estimated Accuracy
 JG0517;SPC KS S     -   612,220.      308,890.      MT  (+/- 180 meters Scaled)
 JG0517
 JG0517                          SUPERSEDED SURVEY CONTROL
 JG0517
 JG0517  NGVD 29 (??/??/92)  655.275  (m)         2149.85   (f) ADJ UNCH    2 0
 JG0517
 JG0517.Superseded values are not recommended for survey control.
 JG0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0517.See file dsdata.txt to determine how the superseded data were derived.
 JG0517
 JG0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH524696(NAD 83)
 JG0517_MARKER: DB = BENCH MARK DISK
 JG0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0517_STAMPING: J 268 1940
 JG0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0517+STABILITY: SURFACE MOTION
 JG0517
 JG0517  HISTORY     - Date     Condition        Report By
 JG0517  HISTORY     - 1940     MONUMENTED       CGS
 JG0517
 JG0517                          STATION DESCRIPTION
 JG0517
 JG0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0517'1.5 MI E FROM MC CRACKEN.
 JG0517'1.5 MILES EAST OF THE DEPOT IN MC CRACKEN BENCH MARK IS ALONG
 JG0517'THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  5.5 POLES
 JG0517'EAST OF MILEPOST NO. 604.  37 FEET SOUTHWEST OF THE CENTER
 JG0517'LINE OF THE TRACK.  12 FEET NORTH OF A WIRE FENCE.  3.5 FEET
 JG0517'WEST OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING 18 INCHES.
 JG0517'MONUMENT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0484 ***********************************************************************
 JG0484  DESIGNATION -  J 27
 JG0484  PID         -  JG0484
 JG0484  STATE/COUNTY-  KS/HODGEMAN
 JG0484  USGS QUAD   -  NESS CITY SW (1970)
 JG0484
 JG0484                         *CURRENT SURVEY CONTROL
 JG0484  ___________________________________________________________________
 JG0484* NAD 83(1986)-  38 15 41.     (N)    099 53 46.     (W)     SCALED    
 JG0484* NAVD 88     -       680.839  (meters)    2233.72   (feet)  ADJUSTED  
 JG0484  ___________________________________________________________________
 JG0484  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0484  DYNAMIC HT  -         680.283 (meters)    2231.90  (feet)  COMP
 JG0484  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 JG0484
 JG0484  VERT ORDER  -  SECOND    CLASS 0
 JG0484
 JG0484.The horizontal coordinates were scaled from a topographic map and have
 JG0484.an estimated accuracy of +/- 6 seconds.
 JG0484
 JG0484.The orthometric height was determined by differential leveling
 JG0484.and adjusted by the National Geodetic Survey in June 1991..
 JG0484
 JG0484.The geoid height was determined by GEOID03.
 JG0484
 JG0484.The dynamic height is computed by dividing the NAVD 88
 JG0484.geopotential number by the normal gravity value computed on the
 JG0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0484.degrees latitude (g = 980.6199 gals.).
 JG0484
 JG0484.The modeled gravity was interpolated from observed gravity values.
 JG0484
 JG0484;                    North         East    Units  Estimated Accuracy
 JG0484;SPC KS S     -   577,910.      277,820.      MT  (+/- 180 meters Scaled)
 JG0484
 JG0484                          SUPERSEDED SURVEY CONTROL
 JG0484
 JG0484  NGVD 29 (??/??/92)  680.575  (m)         2232.85   (f) ADJ UNCH    2 0
 JG0484
 JG0484.Superseded values are not recommended for survey control.
 JG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0484.See file dsdata.txt to determine how the superseded data were derived.
 JG0484
 JG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH216351(NAD 83)
 JG0484_MARKER: DB = BENCH MARK DISK
 JG0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0484+STABILITY: SURFACE MOTION
 JG0484
 JG0484  HISTORY     - Date     Condition        Report By
 JG0484  HISTORY     - UNK      MONUMENTED       CGS
 JG0484  HISTORY     - 1934     GOOD             NGS
 JG0484  HISTORY     - 1969     GOOD             NGS
 JG0484
 JG0484                          STATION DESCRIPTION
 JG0484
 JG0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0484'12.4 MI N FROM JETMORE.
 JG0484'12.4 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF
 JG0484'STATE HIGHWAY NO. 21.  IN THE NORTH SIDE OF SECTION 6 R 23 W
 JG0484'T 21 S.  53 FT. EAST OF THE CENTER LINE OF THE HIGHWAY.  13 FT.
 JG0484'SOUTH OF THE SECTION LINE FENCE ON COUNTY LINE.  NESS - HODGEMAN
 JG0484'COUNTY LINE.  NOTE-- HWY 21 IS NOW U.S. 283.
 JG0484
 JG0484                          STATION RECOVERY (1969)
 JG0484
 JG0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JG0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0264 ***********************************************************************
 JH0264  DESIGNATION -  J 271
 JH0264  PID         -  JH0264
 JH0264  STATE/COUNTY-  KS/WICHITA
 JH0264  USGS QUAD   -  LEOTI (1970)
 JH0264
 JH0264                         *CURRENT SURVEY CONTROL
 JH0264  ___________________________________________________________________
 JH0264* NAD 83(1986)-  38 29 09.     (N)    101 18 47.     (W)     SCALED    
 JH0264* NAVD 88     -       999.014  (meters)    3277.60   (feet)  ADJUSTED  
 JH0264  ___________________________________________________________________
 JH0264  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 JH0264  DYNAMIC HT  -         998.160 (meters)    3274.80  (feet)  COMP
 JH0264  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 JH0264
 JH0264  VERT ORDER  -  SECOND    CLASS 0
 JH0264
 JH0264.The horizontal coordinates were scaled from a topographic map and have
 JH0264.an estimated accuracy of +/- 6 seconds.
 JH0264
 JH0264.The orthometric height was determined by differential leveling
 JH0264.and adjusted by the National Geodetic Survey in June 1991..
 JH0264
 JH0264.The geoid height was determined by GEOID03.
 JH0264
 JH0264.The dynamic height is computed by dividing the NAVD 88
 JH0264.geopotential number by the normal gravity value computed on the
 JH0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0264.degrees latitude (g = 980.6199 gals.).
 JH0264
 JH0264.The modeled gravity was interpolated from observed gravity values.
 JH0264
 JH0264;                    North         East    Units  Estimated Accuracy
 JH0264;SPC KS S     -   605,610.      154,600.      MT  (+/- 180 meters Scaled)
 JH0264
 JH0264                          SUPERSEDED SURVEY CONTROL
 JH0264
 JH0264  NGVD 29 (??/??/92)  998.659  (m)         3276.43   (f) ADJ UNCH    2 0
 JH0264
 JH0264.Superseded values are not recommended for survey control.
 JH0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0264.See file dsdata.txt to determine how the superseded data were derived.
 JH0264
 JH0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH982622(NAD 83)
 JH0264_MARKER: DB = BENCH MARK DISK
 JH0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0264_STAMPING: J 271 1940
 JH0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0264+STABILITY: SURFACE MOTION
 JH0264
 JH0264  HISTORY     - Date     Condition        Report By
 JH0264  HISTORY     - 1940     MONUMENTED       CGS
 JH0264
 JH0264                          STATION DESCRIPTION
 JH0264
 JH0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0264'2.8 MI E FROM LEOTI.
 JH0264'2.8 MILES EAST OF THE COURT HOUSE IN LEOTI BENCH MARK IS ALONG
 JH0264'THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, AT A GRADE
 JH0264'CROSSING, 3.4 FEET NORTH OF THE THIRD POLE EAST OF MILEPOST
 JH0264'NO. 704-30, 53 YARDS NORTHWEST OF CENTER OF THE CROSSING, 49
 JH0264'YARDS WEST OF CENTER LINE OF THE ROAD CROSSING THE TRACK, 43.5
 JH0264'FEET NORTH OF CENTER LINE OF THE TRACK, 6.7 FEET SOUTH OF THE
 JH0264'RIGHT-OF-WAY FENCE, 2.7 FEET EAST OF A 4 X 4 INCH WOODEN POST
 JH0264'PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0357 ***********************************************************************
 HH0357  DESIGNATION -  J 273
 HH0357  PID         -  HH0357
 HH0357  STATE/COUNTY-  KS/GRANT
 HH0357  USGS QUAD   -  RYUS (1975)
 HH0357
 HH0357                         *CURRENT SURVEY CONTROL
 HH0357  ___________________________________________________________________
 HH0357* NAD 83(1986)-  37 28 39.     (N)    101 04 08.     (W)     SCALED    
 HH0357* NAVD 88     -       917.101  (meters)    3008.86   (feet)  ADJUSTED  
 HH0357  ___________________________________________________________________
 HH0357  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 HH0357  DYNAMIC HT  -         916.229 (meters)    3005.99  (feet)  COMP
 HH0357  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 HH0357
 HH0357  VERT ORDER  -  SECOND    CLASS 0
 HH0357
 HH0357.The horizontal coordinates were scaled from a topographic map and have
 HH0357.an estimated accuracy of +/- 6 seconds.
 HH0357
 HH0357.The orthometric height was determined by differential leveling
 HH0357.and adjusted by the National Geodetic Survey in June 1991..
 HH0357
 HH0357.The geoid height was determined by GEOID03.
 HH0357
 HH0357.The dynamic height is computed by dividing the NAVD 88
 HH0357.geopotential number by the normal gravity value computed on the
 HH0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0357.degrees latitude (g = 980.6199 gals.).
 HH0357
 HH0357.The modeled gravity was interpolated from observed gravity values.
 HH0357
 HH0357;                    North         East    Units  Estimated Accuracy
 HH0357;SPC KS S     -   493,120.      172,810.      MT  (+/- 180 meters Scaled)
 HH0357
 HH0357                          SUPERSEDED SURVEY CONTROL
 HH0357
 HH0357  NGVD 29 (??/??/92)  916.714  (m)         3007.59   (f) ADJ UNCH    2 0
 HH0357
 HH0357.Superseded values are not recommended for survey control.
 HH0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0357.See file dsdata.txt to determine how the superseded data were derived.
 HH0357
 HH0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG170498(NAD 83)
 HH0357_MARKER: DB = BENCH MARK DISK
 HH0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0357_STAMPING: J 273 1940
 HH0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0357+STABILITY: SURFACE MOTION
 HH0357
 HH0357  HISTORY     - Date     Condition        Report By
 HH0357  HISTORY     - 1940     MONUMENTED       CGS
 HH0357  HISTORY     - 1972     MARK NOT FOUND   USGS
 HH0357
 HH0357                          STATION DESCRIPTION
 HH0357
 HH0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0357'2.5 MI SE FROM RYUS.
 HH0357'2.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0357'RAILWAY FROM THE STATION AT RYUS, GRANT COUNTY, 9.5 FEET SOUTHWEST
 HH0357'OF MILEPOST 5, 46.5 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 HH0357'AND 3.5 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 HH0357'DISK, STAMPED J 273 1940 AND SET IN THE TOP OF A CONCRETE POST
 HH0357'PROJECTING 0.3 FOOT ABOVE GROUND.
 HH0357
 HH0357                          STATION RECOVERY (1972)
 HH0357
 HH0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0950 ***********************************************************************
 JE0950  DESIGNATION -  J 276
 JE0950  PID         -  JE0950
 JE0950  STATE/COUNTY-  KS/DOUGLAS
 JE0950  USGS QUAD   -  BALDWIN CITY (1978)
 JE0950
 JE0950                         *CURRENT SURVEY CONTROL
 JE0950  ___________________________________________________________________
 JE0950* NAD 83(1986)-  38 49 32.     (N)    095 10 45.     (W)     SCALED    
 JE0950* NAVD 88     -       278.673  (meters)     914.28   (feet)  ADJUSTED  
 JE0950  ___________________________________________________________________
 JE0950  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JE0950  DYNAMIC HT  -         278.485 (meters)     913.66  (feet)  COMP
 JE0950  MODELED GRAV-     979,947.0   (mgal)                       NAVD 88
 JE0950
 JE0950  VERT ORDER  -  SECOND    CLASS 0
 JE0950
 JE0950.The horizontal coordinates were scaled from a topographic map and have
 JE0950.an estimated accuracy of +/- 6 seconds.
 JE0950
 JE0950.The orthometric height was determined by differential leveling
 JE0950.and adjusted by the National Geodetic Survey in June 1991..
 JE0950
 JE0950.The geoid height was determined by GEOID03.
 JE0950
 JE0950.The dynamic height is computed by dividing the NAVD 88
 JE0950.geopotential number by the normal gravity value computed on the
 JE0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0950.degrees latitude (g = 980.6199 gals.).
 JE0950
 JE0950.The modeled gravity was interpolated from observed gravity values.
 JE0950
 JE0950;                    North         East    Units  Estimated Accuracy
 JE0950;SPC KS N     -    58,460.      644,910.      MT  (+/- 180 meters Scaled)
 JE0950
 JE0950                          SUPERSEDED SURVEY CONTROL
 JE0950
 JE0950  NGVD 29 (??/??/92)  278.572  (m)          913.95   (f) ADJ UNCH    2 0
 JE0950
 JE0950.Superseded values are not recommended for survey control.
 JE0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0950.See file dsdata.txt to determine how the superseded data were derived.
 JE0950
 JE0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC108996(NAD 83)
 JE0950_MARKER: DB = BENCH MARK DISK
 JE0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0950_STAMPING: J 276 1945
 JE0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0950+STABILITY: SURFACE MOTION
 JE0950
 JE0950  HISTORY     - Date     Condition        Report By
 JE0950  HISTORY     - 1945     MONUMENTED       CGS
 JE0950  HISTORY     - 1950     GOOD             NGS
 JE0950
 JE0950                          STATION DESCRIPTION
 JE0950
 JE0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0950'4.5 MI N FROM BALDWIN.
 JE0950'ABOUT 4.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0950'RAILROAD FROM THE STATION AT BALDWIN, AT A ROAD CROSSING ABOUT
 JE0950'1.0 MILE SOUTH OF VINLAND, 36.0 FEET EAST OF AND ABOUT 2.0 FEET
 JE0950'LOWER THAN THE CENTER LINE OF THE TRACKS, 114.0 FEET SOUTH OF THE
 JE0950'CENTER LINE OF THE ROAD, 23.0 FEET NORTH OF A TELEGRAPH POLE
 JE0950'AND IN LINE WITH A ROW OF POLES EAST OF TRACKS, 1.0 FOOT SOUTH OF
 JE0950'A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED J 276 1945 SET IN THE
 JE0950'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE GROUND.
 JE0950
 JE0950                          STATION RECOVERY (1950)
 JE0950
 JE0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0782 ***********************************************************************
 JE0782  DESIGNATION -  J 278
 JE0782  PID         -  JE0782
 JE0782  STATE/COUNTY-  KS/MIAMI
 JE0782  USGS QUAD   -  OSAWATOMIE (1963)
 JE0782
 JE0782                         *CURRENT SURVEY CONTROL
 JE0782  ___________________________________________________________________
 JE0782* NAD 83(1986)-  38 27 06.     (N)    094 58 25.     (W)     SCALED    
 JE0782* NAVD 88     -       321.042  (meters)    1053.29   (feet)  ADJUSTED  
 JE0782  ___________________________________________________________________
 JE0782  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JE0782  DYNAMIC HT  -         320.814 (meters)    1052.54  (feet)  COMP
 JE0782  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 JE0782
 JE0782  VERT ORDER  -  SECOND    CLASS 0
 JE0782
 JE0782.The horizontal coordinates were scaled from a topographic map and have
 JE0782.an estimated accuracy of +/- 6 seconds.
 JE0782
 JE0782.The orthometric height was determined by differential leveling
 JE0782.and adjusted by the National Geodetic Survey in June 1991..
 JE0782
 JE0782.The geoid height was determined by GEOID03.
 JE0782
 JE0782.The dynamic height is computed by dividing the NAVD 88
 JE0782.geopotential number by the normal gravity value computed on the
 JE0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0782.degrees latitude (g = 980.6199 gals.).
 JE0782
 JE0782.The modeled gravity was interpolated from observed gravity values.
 JE0782
 JE0782;                    North         East    Units  Estimated Accuracy
 JE0782;SPC KS S     -   603,930.      707,740.      MT  (+/- 180 meters Scaled)
 JE0782
 JE0782                          SUPERSEDED SURVEY CONTROL
 JE0782
 JE0782  NGVD 29 (??/??/92)  320.906  (m)         1052.84   (f) ADJ UNCH    2 0
 JE0782
 JE0782.Superseded values are not recommended for survey control.
 JE0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0782.See file dsdata.txt to determine how the superseded data were derived.
 JE0782
 JE0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC277577(NAD 83)
 JE0782_MARKER: DB = BENCH MARK DISK
 JE0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0782_STAMPING: J 278 1946
 JE0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0782+STABILITY: SURFACE MOTION
 JE0782
 JE0782  HISTORY     - Date     Condition        Report By
 JE0782  HISTORY     - 1946     MONUMENTED       CGS
 JE0782  HISTORY     - 1950     GOOD             NGS
 JE0782  HISTORY     - 20010611 MARK NOT FOUND   SKW
 JE0782
 JE0782                          STATION DESCRIPTION
 JE0782
 JE0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0782'4 MI SW FROM OSAWATOMIE.
 JE0782'4.0 MILES SOUTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION
 JE0782'AT OSAWATOMIE ALONG U.S. HIGHWAY 169, 110 FEET NORTH OF THE
 JE0782'CENTERLINE OF THE HIGHWAY, 42 FEET EAST OF A NORTH-SOUTH GRAVEL
 JE0782'ROAD, 45 FEET NORTH OF A TELEPHONE LINE, 2 FEET EAST OF A
 JE0782'4 X 4 MARKER POST.  A BRONZE DISK, SET IN THE TOP OF A CONCRETE
 JE0782'POST.
 JE0782
 JE0782                          STATION RECOVERY (2001)
 JE0782
 JE0782'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0461 ***********************************************************************
 JF0461  DESIGNATION -  J 279
 JF0461  PID         -  JF0461
 JF0461  STATE/COUNTY-  KS/DICKINSON
 JF0461  USGS QUAD   -  ABILENE (1979)
 JF0461
 JF0461                         *CURRENT SURVEY CONTROL
 JF0461  ___________________________________________________________________
 JF0461* NAD 83(1986)-  38 55 41.     (N)    097 08 32.     (W)     SCALED    
 JF0461* NAVD 88     -       346.059  (meters)    1135.36   (feet)  ADJUSTED  
 JF0461  ___________________________________________________________________
 JF0461  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 JF0461  DYNAMIC HT  -         345.817 (meters)    1134.57  (feet)  COMP
 JF0461  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 JF0461
 JF0461  VERT ORDER  -  FIRST     CLASS II
 JF0461
 JF0461.The horizontal coordinates were scaled from a topographic map and have
 JF0461.an estimated accuracy of +/- 6 seconds.
 JF0461
 JF0461.The orthometric height was determined by differential leveling
 JF0461.and adjusted by the National Geodetic Survey in June 1991..
 JF0461
 JF0461.The geoid height was determined by GEOID03.
 JF0461
 JF0461.The dynamic height is computed by dividing the NAVD 88
 JF0461.geopotential number by the normal gravity value computed on the
 JF0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0461.degrees latitude (g = 980.6199 gals.).
 JF0461
 JF0461.The modeled gravity was interpolated from observed gravity values.
 JF0461
 JF0461;                    North         East    Units  Estimated Accuracy
 JF0461;SPC KS N     -    66,370.      474,380.      MT  (+/- 180 meters Scaled)
 JF0461
 JF0461                          SUPERSEDED SURVEY CONTROL
 JF0461
 JF0461  NGVD 29 (??/??/92)  345.949  (m)         1135.00   (f) ADJ UNCH    1 2
 JF0461
 JF0461.Superseded values are not recommended for survey control.
 JF0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0461.See file dsdata.txt to determine how the superseded data were derived.
 JF0461
 JF0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ610104(NAD 83)
 JF0461_MARKER: DB = BENCH MARK DISK
 JF0461_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0461_SP_SET: BRIDGE ABUTMENT
 JF0461_STAMPING: J 279 1947
 JF0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0461
 JF0461  HISTORY     - Date     Condition        Report By
 JF0461  HISTORY     - 1947     MONUMENTED       CGS
 JF0461  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0461  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0461
 JF0461                          STATION DESCRIPTION
 JF0461
 JF0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0461'1.2 MI SW FROM DETROIT.
 JF0461'1.2 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0461'STATION AT DETROIT, AT THE SOUTHWEST END OF STEEL PLATE BRIDGE
 JF0461'NO. 159.68, 7.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 JF0461'TRACK, 2.8 FEET BELOW THE BASE OF THE RAILS, SET IN THE TOP OF
 JF0461'AND 2.5 FEET SOUTHEAST OF THE NORTHWEST END OF AND 1.9 FOOT
 JF0461'SOUTHWEST OF THE NORTHEAST SIDE OF THE BRIDGE SOCKET PORTION
 JF0461'OF THE SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE.
 JF0461
 JF0461                          STATION RECOVERY (1968)
 JF0461
 JF0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0461'MARK NOT FOUND.
 JF0461
 JF0461                          STATION RECOVERY (1986)
 JF0461
 JF0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0461'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0505 ***********************************************************************
 JG0505  DESIGNATION -  J 28
 JG0505  PID         -  JG0505
 JG0505  STATE/COUNTY-  KS/HODGEMAN
 JG0505  USGS QUAD   -  JETMORE SE (1970)
 JG0505
 JG0505                         *CURRENT SURVEY CONTROL
 JG0505  ___________________________________________________________________
 JG0505* NAD 83(1986)-  38 05 33.     (N)    099 48 22.     (W)     SCALED    
 JG0505* NAVD 88     -       675.357  (meters)    2215.73   (feet)  ADJUSTED  
 JG0505  ___________________________________________________________________
 JG0505  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0505  DYNAMIC HT  -         674.801 (meters)    2213.91  (feet)  COMP
 JG0505  MODELED GRAV-     979,783.1   (mgal)                       NAVD 88
 JG0505
 JG0505  VERT ORDER  -  SECOND    CLASS 0
 JG0505
 JG0505.The horizontal coordinates were scaled from a topographic map and have
 JG0505.an estimated accuracy of +/- 6 seconds.
 JG0505
 JG0505.The orthometric height was determined by differential leveling
 JG0505.and adjusted by the National Geodetic Survey in June 1991..
 JG0505
 JG0505.The geoid height was determined by GEOID03.
 JG0505
 JG0505.The dynamic height is computed by dividing the NAVD 88
 JG0505.geopotential number by the normal gravity value computed on the
 JG0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0505.degrees latitude (g = 980.6199 gals.).
 JG0505
 JG0505.The modeled gravity was interpolated from observed gravity values.
 JG0505
 JG0505;                    North         East    Units  Estimated Accuracy
 JG0505;SPC KS S     -   559,050.      285,440.      MT  (+/- 180 meters Scaled)
 JG0505
 JG0505                          SUPERSEDED SURVEY CONTROL
 JG0505
 JG0505  NGVD 29 (??/??/92)  675.118  (m)         2214.95   (f) ADJ UNCH    2 0
 JG0505
 JG0505.Superseded values are not recommended for survey control.
 JG0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0505.See file dsdata.txt to determine how the superseded data were derived.
 JG0505
 JG0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH293163(NAD 83)
 JG0505_MARKER: DB = BENCH MARK DISK
 JG0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0505_STAMPING: J 28 1934
 JG0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0505+STABILITY: SURFACE MOTION
 JG0505
 JG0505  HISTORY     - Date     Condition        Report By
 JG0505  HISTORY     - 1934     MONUMENTED       CGS
 JG0505
 JG0505                          STATION DESCRIPTION
 JG0505
 JG0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0505'4.7 MI E FROM JETMORE.
 JG0505'4.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0505'FROM JETMORE, HODGEMAN COUNTY, IN THE WEST SIDE OF SECTION 36,
 JG0505'T 22 S, R 23 W, 30 FEET EAST OF THE CENTERLINE OF A SECTION
 JG0505'ROAD, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 134 FEET
 JG0505'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 50 N.  A STANDARD DISK,
 JG0505'STAMPED J 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0185 ***********************************************************************
 KE0185  DESIGNATION -  J 280
 KE0185  PID         -  KE0185
 KE0185  STATE/COUNTY-  KS/LEAVENWORTH
 KE0185  USGS QUAD   -  LEAVENWORTH (1984)
 KE0185
 KE0185                         *CURRENT SURVEY CONTROL
 KE0185  ___________________________________________________________________
 KE0185* NAD 83(1986)-  39 15 39.     (N)    094 52 35.     (W)     SCALED    
 KE0185* NAVD 88     -       230.752  (meters)     757.06   (feet)  ADJUSTED  
 KE0185  ___________________________________________________________________
 KE0185  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KE0185  DYNAMIC HT  -         230.604 (meters)     756.57  (feet)  COMP
 KE0185  MODELED GRAV-     979,984.3   (mgal)                       NAVD 88
 KE0185
 KE0185  VERT ORDER  -  FIRST     CLASS II
 KE0185
 KE0185.The horizontal coordinates were scaled from a topographic map and have
 KE0185.an estimated accuracy of +/- 6 seconds.
 KE0185
 KE0185.The orthometric height was determined by differential leveling
 KE0185.and adjusted by the National Geodetic Survey in June 1991..
 KE0185
 KE0185.The geoid height was determined by GEOID03.
 KE0185
 KE0185.The dynamic height is computed by dividing the NAVD 88
 KE0185.geopotential number by the normal gravity value computed on the
 KE0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0185.degrees latitude (g = 980.6199 gals.).
 KE0185
 KE0185.The modeled gravity was interpolated from observed gravity values.
 KE0185
 KE0185;                    North         East    Units  Estimated Accuracy
 KE0185;SPC KS N     -   107,610.      669,530.      MT  (+/- 180 meters Scaled)
 KE0185
 KE0185                          SUPERSEDED SURVEY CONTROL
 KE0185
 KE0185  NGVD 29 (??/??/92)  230.664  (m)          756.77   (f) ADJ UNCH    1 2
 KE0185
 KE0185.Superseded values are not recommended for survey control.
 KE0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0185.See file dsdata.txt to determine how the superseded data were derived.
 KE0185
 KE0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD381474(NAD 83)
 KE0185_MARKER: DB = BENCH MARK DISK
 KE0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0185_SP_SET: BRIDGE
 KE0185_STAMPING: J 280 1948
 KE0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0185
 KE0185  HISTORY     - Date     Condition        Report By
 KE0185  HISTORY     - 1948     MONUMENTED       CGS
 KE0185  HISTORY     - 1951     GOOD             NGS
 KE0185
 KE0185                          STATION DESCRIPTION
 KE0185
 KE0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0185'4.3 MI S FROM LEAVENWORTH.
 KE0185'4.3 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0185'CHICAGO GREAT WESTERN RAILWAY BRIDGE OVER THE MISSOURI RIVER AT
 KE0185'LEAVENWORTH, 0.4 MILE SOUTH OF LEAVENWORTH JUNCTION, 0.25 MILE
 KE0185'SOUTH OF A ROAD CROSSING, SET IN THE TOP OF THE SOUTHWEST CORNER
 KE0185'OF BRIDGE SEAT OF BRIDGE 82 OVER NINEMILE CREEK, 7.4 FEET WEST OF
 KE0185'THE WEST RAIL OF THE MISSOURI PACIFIC TRACK, 1.0 FOOT EAST OF THE
 KE0185'WEST END OF BRIDGE SEAT, 0.8 FOOT NORTH OF THE SOUTH EDGE OF
 KE0185'BRIDGE SEAT, AND 6.4 FEET LOWER THAN THE TOP OF THE RAILS.
 KE0185
 KE0185                          STATION RECOVERY (1951)
 KE0185
 KE0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1743 ***********************************************************************
 KE1743  DESIGNATION -  J 281 RESET
 KE1743  PID         -  KE1743
 KE1743  STATE/COUNTY-  KS/WYANDOTTE
 KE1743  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE1743
 KE1743                         *CURRENT SURVEY CONTROL
 KE1743  ___________________________________________________________________
 KE1743* NAD 83(1986)-  39 08 29.     (N)    094 36 12.     (W)     SCALED    
 KE1743* NAVD 88     -       226.44   (meters)     742.9    (feet)  RESET     
 KE1743  ___________________________________________________________________
 KE1743  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 KE1743
 KE1743  VERT ORDER  -  THIRD
 KE1743
 KE1743.The horizontal coordinates were scaled from a topographic map and have
 KE1743.an estimated accuracy of +/- 6 seconds.
 KE1743
 KE1743.The orthometric height was computed from unverified reset data.
 KE1743
 KE1743.The geoid height was determined by GEOID03.
 KE1743
 KE1743;                    North         East    Units  Estimated Accuracy
 KE1743;SPC KS N     -    95,210.      693,570.      MT  (+/- 180 meters Scaled)
 KE1743
 KE1743                          SUPERSEDED SURVEY CONTROL
 KE1743
 KE1743  NGVD 29 (03/09/04)  226.36   (m)          742.6    (f) RESET       3  
 KE1743
 KE1743.Superseded values are not recommended for survey control.
 KE1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1743.See file dsdata.txt to determine how the superseded data were derived.
 KE1743
 KE1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD614336(NAD 83)
 KE1743_MARKER: DV = VERTICAL CONTROL DISK
 KE1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1743_SP_SET: CONCRETE POST
 KE1743_STAMPING: J 281 RESET 1984
 KE1743_MARK LOGO: NGS   
 KE1743_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1743+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 KE1743
 KE1743  HISTORY     - Date     Condition        Report By
 KE1743  HISTORY     - 1984     MONUMENTED       NGS
 KE1743  HISTORY     - 20020723 GOOD             SKW
 KE1743
 KE1743                          STATION DESCRIPTION
 KE1743
 KE1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KE1743'0.8 KM (0.5 MI) EAST OF THE CONTROL TOWER FOR THE FAIRFAX
 KE1743'INDUSTRIAL DISTRICT AIRPORT, 0.08 KM (0.05 MI) EAST OF THE
 KE1743'INTERSECTION OF DONOVAN ROAD AND FUNSTON ROAD, ON PROPERTY OWNED BY
 KE1743'THE KANSAS CITY-WYANDOTTE COUNTY, KANSAS JOINT PORT AUTHORITY AND
 KE1743'PARKING LOT FOR MIDWEST CONVEYOR EMPLOYEES, 28.35 M (93.01 FT) EAST
 KE1743'OF THE EAST GATE POST FOR THE WEST ENTRANCE TO MIDWEST CONVEYOR,
 KE1743'25.80 M (84.65 FT) SOUTHEAST OF THE SOUTH GATE POST FOR THE ENTRANCE
 KE1743'INTO THE WEST END OF THE PARKING LOT, 10.21 M (33.50 FT) NORTH FROM
 KE1743'THE CENTERLINE OF FUNSTON ROAD, 0.30 M (0.98 FT) NORTH OF A CHAIN
 KE1743'LINK FENCE.
 KE1743
 KE1743                          STATION RECOVERY (2002)
 KE1743
 KE1743'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE1743'FROM THE INTERSECTION OF FAIRFAX TRAFFICWAY AND E DONOVAN ROAD, GO
 KE1743'EAST THEN NORTH NORTHEAST ON E DONOVAN ROAD 0.7 MI. TO THE INERSECTION
 KE1743'OF FUNSTON ROAD AND E DONOVAN ROAD. GO EAST SOUTHEAST ON FUNSTON ROAD
 KE1743'APPROXIMATELY 200 FT., 33.0 FT NORTH FROM THE CENTERLINE OF FUNSTON
 KE1743'ROAD, IN LINE WITH AN EAST TO WEST CHAINLINK FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0208 ***********************************************************************
 KE0208  DESIGNATION -  J 282
 KE0208  PID         -  KE0208
 KE0208  STATE/COUNTY-  KS/WYANDOTTE
 KE0208  USGS QUAD   -  PARKVILLE (1991)
 KE0208
 KE0208                         *CURRENT SURVEY CONTROL
 KE0208  ___________________________________________________________________
 KE0208* NAD 83(1986)-  39 09 49.     (N)    094 41 16.     (W)     SCALED    
 KE0208* NAVD 88     -       231.956  (meters)     761.01   (feet)  ADJUSTED  
 KE0208  ___________________________________________________________________
 KE0208  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE0208  DYNAMIC HT  -         231.807 (meters)     760.52  (feet)  COMP
 KE0208  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 KE0208
 KE0208  VERT ORDER  -  FIRST     CLASS II
 KE0208
 KE0208.The horizontal coordinates were scaled from a topographic map and have
 KE0208.an estimated accuracy of +/- 6 seconds.
 KE0208
 KE0208.The orthometric height was determined by differential leveling
 KE0208.and adjusted by the National Geodetic Survey in June 1991..
 KE0208
 KE0208.The geoid height was determined by GEOID03.
 KE0208
 KE0208.The dynamic height is computed by dividing the NAVD 88
 KE0208.geopotential number by the normal gravity value computed on the
 KE0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0208.degrees latitude (g = 980.6199 gals.).
 KE0208
 KE0208.The modeled gravity was interpolated from observed gravity values.
 KE0208
 KE0208;                    North         East    Units  Estimated Accuracy
 KE0208;SPC KS N     -    97,410.      686,190.      MT  (+/- 180 meters Scaled)
 KE0208
 KE0208                          SUPERSEDED SURVEY CONTROL
 KE0208
 KE0208  NGVD 29 (??/??/92)  231.872  (m)          760.73   (f) ADJ UNCH    1 2
 KE0208
 KE0208.Superseded values are not recommended for survey control.
 KE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0208.See file dsdata.txt to determine how the superseded data were derived.
 KE0208
 KE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD541362(NAD 83)
 KE0208_MARKER: DB = BENCH MARK DISK
 KE0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0208_STAMPING: J 282 1948
 KE0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0208+STABILITY: SURFACE MOTION
 KE0208
 KE0208  HISTORY     - Date     Condition        Report By
 KE0208  HISTORY     - 1948     MONUMENTED       CGS
 KE0208  HISTORY     - 1951     GOOD             NGS
 KE0208
 KE0208                          STATION DESCRIPTION
 KE0208
 KE0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0208'3.9 MI W FROM KANSAS CITY.
 KE0208'3.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE SEVENTH
 KE0208'STREET TRAFFICWAY OVERPASS OVER THE RAILROADS AT KANSAS CITY, 0.5
 KE0208'MILE EAST OF THE RAILROAD BRIDGE OVER NEARMAN CREEK AT NEARMAN,
 KE0208'4.0 FEET EAST OF MILEPOST 292-10, 41.0 FEET EAST OF THE CENTER
 KE0208'LINE OF A ROAD WHICH CROSSES THE RAILROAD, 30.8 FEET SOUTH OF
 KE0208'THE SOUTH RAIL OF THE MISSOURI PACIFIC TRACK, 44.0 FEET EAST OF
 KE0208'THE NORTHEAST CORNER OF A CONCRETE BRIDGE ON THE ROAD, 1.4 FEET
 KE0208'WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 KE0208'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 KE0208
 KE0208                          STATION RECOVERY (1951)
 KE0208
 KE0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0571 ***********************************************************************
 JF0571  DESIGNATION -  J 283
 JF0571  PID         -  JF0571
 JF0571  STATE/COUNTY-  KS/DICKINSON
 JF0571  USGS QUAD   -  ABILENE (1979)
 JF0571
 JF0571                         *CURRENT SURVEY CONTROL
 JF0571  ___________________________________________________________________
 JF0571* NAD 83(1986)-  38 58 17.     (N)    097 14 54.     (W)     SCALED    
 JF0571* NAVD 88     -       361.962  (meters)    1187.54   (feet)  ADJUSTED  
 JF0571  ___________________________________________________________________
 JF0571  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 JF0571  DYNAMIC HT  -         361.721 (meters)    1186.75  (feet)  COMP
 JF0571  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 JF0571
 JF0571  VERT ORDER  -  FIRST     CLASS II
 JF0571
 JF0571.The horizontal coordinates were scaled from a topographic map and have
 JF0571.an estimated accuracy of +/- 6 seconds.
 JF0571
 JF0571.The orthometric height was determined by differential leveling
 JF0571.and adjusted by the National Geodetic Survey in June 1991..
 JF0571.WARNING-Repeat measurements at this control monument indicate possible
 JF0571.vertical movement.
 JF0571
 JF0571.The geoid height was determined by GEOID03.
 JF0571
 JF0571.The dynamic height is computed by dividing the NAVD 88
 JF0571.geopotential number by the normal gravity value computed on the
 JF0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0571.degrees latitude (g = 980.6199 gals.).
 JF0571
 JF0571.The modeled gravity was interpolated from observed gravity values.
 JF0571
 JF0571;                    North         East    Units  Estimated Accuracy
 JF0571;SPC KS N     -    71,100.      465,140.      MT  (+/- 180 meters Scaled)
 JF0571
 JF0571                          SUPERSEDED SURVEY CONTROL
 JF0571
 JF0571  NGVD 29 (??/??/92)  361.828  (m)         1187.10   (f) ADJ UNCH    1 2
 JF0571
 JF0571.Superseded values are not recommended for survey control.
 JF0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0571.See file dsdata.txt to determine how the superseded data were derived.
 JF0571
 JF0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ517150(NAD 83)
 JF0571_MARKER: DB = BENCH MARK DISK
 JF0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0571_STAMPING: J 283 1947
 JF0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0571+STABILITY: SURFACE MOTION
 JF0571
 JF0571  HISTORY     - Date     Condition        Report By
 JF0571  HISTORY     - 1947     MONUMENTED       CGS
 JF0571  HISTORY     - 1961     GOOD             NGS
 JF0571
 JF0571                          STATION DESCRIPTION
 JF0571
 JF0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0571'4.2 MI N FROM ABILENE.
 JF0571'4.25 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0571'FROM THE CROSSING OF THE UNION PACIFIC RAILWAY AND THE ATCHISON,
 JF0571'TOPEKA AND SANTA FE RAILWAY AT ABILENE, 4 POLES SOUTH OF A COUNTY
 JF0571'ROAD CROSSING, AT A PRIVATE ROAD CROSSING, 45.1 FEET WEST OF THE
 JF0571'WEST RAIL OF THE TRACK AND 1 FOOT HIGHER, 16.3 FEET NORTH OF THE
 JF0571'NORTH END OF A STEEL GATE ACROSS THE PRIVATE ROAD, 11.2 FEET
 JF0571'NORTHWEST OF THE EIGHTH POLE NORTH OF MILEPOST 63, 2.3 FEET EAST
 JF0571'OF THE WEST RIGHT-OF-WAY FENCE, 1.9 FEET SOUTH OF A REFERENCE
 JF0571'POST, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT
 JF0571'ABOVE THE GROUND.
 JF0571
 JF0571                          STATION RECOVERY (1961)
 JF0571
 JF0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0549 ***********************************************************************
 KF0549  DESIGNATION -  J 286
 KF0549  PID         -  KF0549
 KF0549  STATE/COUNTY-  KS/CLOUD
 KF0549  USGS QUAD   -  CONCORDIA (1980)
 KF0549
 KF0549                         *CURRENT SURVEY CONTROL
 KF0549  ___________________________________________________________________
 KF0549* NAD 83(1986)-  39 34 25.     (N)    097 38 25.     (W)     SCALED    
 KF0549* NAVD 88     -       409.855  (meters)    1344.67   (feet)  ADJUSTED  
 KF0549  ___________________________________________________________________
 KF0549  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 KF0549  DYNAMIC HT  -         409.596 (meters)    1343.82  (feet)  COMP
 KF0549  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 KF0549
 KF0549  VERT ORDER  -  FIRST     CLASS II
 KF0549
 KF0549.The horizontal coordinates were scaled from a topographic map and have
 KF0549.an estimated accuracy of +/- 6 seconds.
 KF0549
 KF0549.The orthometric height was determined by differential leveling
 KF0549.and adjusted by the National Geodetic Survey in June 1991..
 KF0549
 KF0549.The geoid height was determined by GEOID03.
 KF0549
 KF0549.The dynamic height is computed by dividing the NAVD 88
 KF0549.geopotential number by the normal gravity value computed on the
 KF0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0549.degrees latitude (g = 980.6199 gals.).
 KF0549
 KF0549.The modeled gravity was interpolated from observed gravity values.
 KF0549
 KF0549;                    North         East    Units  Estimated Accuracy
 KF0549;SPC KS N     -   137,750.      430,910.      MT  (+/- 180 meters Scaled)
 KF0549
 KF0549                          SUPERSEDED SURVEY CONTROL
 KF0549
 KF0549  NGVD 29 (??/??/92)  409.708  (m)         1344.18   (f) ADJ UNCH    1 2
 KF0549
 KF0549.Superseded values are not recommended for survey control.
 KF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0549.See file dsdata.txt to determine how the superseded data were derived.
 KF0549
 KF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ167813(NAD 83)
 KF0549_MARKER: DB = BENCH MARK DISK
 KF0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0549_SP_SET: BRIDGE
 KF0549_STAMPING: J 286 1947
 KF0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0549
 KF0549  HISTORY     - Date     Condition        Report By
 KF0549  HISTORY     - 1947     MONUMENTED       CGS
 KF0549
 KF0549                          STATION DESCRIPTION
 KF0549
 KF0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0549'1.1 MI E FROM CONCORDIA.
 KF0549'1.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0549'FROM THE STATION AT CONCORDIA, IN THE NORTHEAST CORNER OF THE
 KF0549'SOUTHWEST CONCRETE WINGWALL OF A HIGHWAY BRIDGE, 113.5 FEET
 KF0549'NORTH OF THE NORTH RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 KF0549'RAILROAD, 38.5 FEET NORTH OF THE NORTH RAIL OF THE MISSOURI
 KF0549'PACIFIC RAILROAD, 16.0 FEET SOUTH OF THE CENTER LINE OF STATE
 KF0549'HIGHWAY NO. 9, 6.0 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 KF0549'WINGWALL, LEVEL WITH THE ROAD, SET IN THE TOP OF THE CONCRETE
 KF0549'WINGWALL OF A HIGHWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0439 ***********************************************************************
 KF0439  DESIGNATION -  J 287
 KF0439  PID         -  KF0439
 KF0439  STATE/COUNTY-  KS/CLOUD
 KF0439  USGS QUAD   -  MILTONVALE (1964)
 KF0439
 KF0439                         *CURRENT SURVEY CONTROL
 KF0439  ___________________________________________________________________
 KF0439* NAD 83(1986)-  39 22 29.     (N)    097 29 28.     (W)     SCALED    
 KF0439* NAVD 88     -       456.422  (meters)    1497.44   (feet)  ADJUSTED  
 KF0439  ___________________________________________________________________
 KF0439  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 KF0439  DYNAMIC HT  -         456.139 (meters)    1496.52  (feet)  COMP
 KF0439  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 KF0439
 KF0439  VERT ORDER  -  FIRST     CLASS II
 KF0439
 KF0439.The horizontal coordinates were scaled from a topographic map and have
 KF0439.an estimated accuracy of +/- 6 seconds.
 KF0439
 KF0439.The orthometric height was determined by differential leveling
 KF0439.and adjusted by the National Geodetic Survey in June 1991..
 KF0439
 KF0439.The geoid height was determined by GEOID03.
 KF0439
 KF0439.The dynamic height is computed by dividing the NAVD 88
 KF0439.geopotential number by the normal gravity value computed on the
 KF0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0439.degrees latitude (g = 980.6199 gals.).
 KF0439
 KF0439.The modeled gravity was interpolated from observed gravity values.
 KF0439
 KF0439;                    North         East    Units  Estimated Accuracy
 KF0439;SPC KS N     -   115,730.      443,850.      MT  (+/- 180 meters Scaled)
 KF0439
 KF0439                          SUPERSEDED SURVEY CONTROL
 KF0439
 KF0439  NGVD 29 (??/??/92)  456.297  (m)         1497.03   (f) ADJ UNCH    1 2
 KF0439
 KF0439.Superseded values are not recommended for survey control.
 KF0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0439.See file dsdata.txt to determine how the superseded data were derived.
 KF0439
 KF0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ299594(NAD 83)
 KF0439_MARKER: DB = BENCH MARK DISK
 KF0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0439_STAMPING: J 287 1947
 KF0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0439+STABILITY: SURFACE MOTION
 KF0439
 KF0439  HISTORY     - Date     Condition        Report By
 KF0439  HISTORY     - 1947     MONUMENTED       CGS
 KF0439
 KF0439                          STATION DESCRIPTION
 KF0439
 KF0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0439'3 MI NW FROM MILTONVALE.
 KF0439'3.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0439'RAILROAD FROM THE STATION AT MILTONVALE, 0.1 MILE NORTHWEST
 KF0439'OF MILEPOST 96, ON THE SOUTHEAST SLOPE OF A HILL, AT CULVERT
 KF0439'NO. 96B, 79.4 FEET WEST OF THE 4TH POLE NORTHWEST OF MILEPOST
 KF0439'96, 96.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK,
 KF0439'1.1 FEET NORTHWEST OF A FENCE, 1.7 FEET NORTHWEST OF A REFERENCE
 KF0439'POST, ABOUT 3.0 FEET ABOVE TRACK LEVEL, SET IN THE TOP OF A
 KF0439'CONCRETE POST PROJECTING ABOUT 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0029 ***********************************************************************
 KG0029  DESIGNATION -  J 288
 KG0029  PID         -  KG0029
 KG0029  STATE/COUNTY-  KS/JEWELL
 KG0029  USGS QUAD   -  WEBBER (1969)
 KG0029
 KG0029                         *CURRENT SURVEY CONTROL
 KG0029  ___________________________________________________________________
 KG0029* NAD 83(1986)-  39 53 34.     (N)    098 01 18.     (W)     SCALED    
 KG0029* NAVD 88     -       474.243  (meters)    1555.91   (feet)  ADJUSTED  
 KG0029  ___________________________________________________________________
 KG0029  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 KG0029  DYNAMIC HT  -         473.961 (meters)    1554.99  (feet)  COMP
 KG0029  MODELED GRAV-     980,018.3   (mgal)                       NAVD 88
 KG0029
 KG0029  VERT ORDER  -  FIRST     CLASS II
 KG0029
 KG0029.The horizontal coordinates were scaled from a topographic map and have
 KG0029.an estimated accuracy of +/- 6 seconds.
 KG0029
 KG0029.The orthometric height was determined by differential leveling
 KG0029.and adjusted by the National Geodetic Survey in June 1991..
 KG0029
 KG0029.The geoid height was determined by GEOID03.
 KG0029
 KG0029.The dynamic height is computed by dividing the NAVD 88
 KG0029.geopotential number by the normal gravity value computed on the
 KG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0029.degrees latitude (g = 980.6199 gals.).
 KG0029
 KG0029.The modeled gravity was interpolated from observed gravity values.
 KG0029
 KG0029;                    North         East    Units  Estimated Accuracy
 KG0029;SPC KS N     -   173,120.      398,150.      MT  (+/- 180 meters Scaled)
 KG0029
 KG0029                          SUPERSEDED SURVEY CONTROL
 KG0029
 KG0029  NGVD 29 (??/??/92)  474.077  (m)         1555.37   (f) ADJ UNCH    1 2
 KG0029
 KG0029.Superseded values are not recommended for survey control.
 KG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0029.See file dsdata.txt to determine how the superseded data were derived.
 KG0029
 KG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK836163(NAD 83)
 KG0029_MARKER: DB = BENCH MARK DISK
 KG0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0029_STAMPING: J 288 1947
 KG0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0029+STABILITY: SURFACE MOTION
 KG0029
 KG0029  HISTORY     - Date     Condition        Report By
 KG0029  HISTORY     - 1947     MONUMENTED       CGS
 KG0029
 KG0029                          STATION DESCRIPTION
 KG0029
 KG0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KG0029'2.8 MI NW FROM LOVEWELL.
 KG0029'2.8 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KG0029'RAILROAD FROM THE STATION AT LOVEWELL, 7 1/2 RAILS NORTHWEST OF
 KG0029'A ROAD CROSSING, 45.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 KG0029'OF THE TRACK, 43.0 FEET NORTHWEST OF MILEPOST 144, 1.3 FEET
 KG0029'NORTHEAST OF A FENCE, 1.6 FEET NORTHWEST OF A REFERENCE POST,
 KG0029'ABOUT 8.0 FEET LOWER THAN THE TRACK, SET IN THE TOP OF A CONCRETE
 KG0029'POST WHICH PROJECTS 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0413 ***********************************************************************
 KF0413  DESIGNATION -  J 289
 KF0413  PID         -  KF0413
 KF0413  STATE/COUNTY-  KS/DICKINSON
 KF0413  USGS QUAD   -  MANCHESTER (1965)
 KF0413
 KF0413                         *CURRENT SURVEY CONTROL
 KF0413  ___________________________________________________________________
 KF0413* NAD 83(1986)-  39 06 45.     (N)    097 19 14.     (W)     SCALED    
 KF0413* NAVD 88     -       403.096  (meters)    1322.49   (feet)  ADJUSTED  
 KF0413  ___________________________________________________________________
 KF0413  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 KF0413  DYNAMIC HT  -         402.846 (meters)    1321.67  (feet)  COMP
 KF0413  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 KF0413
 KF0413  VERT ORDER  -  FIRST     CLASS II
 KF0413
 KF0413.The horizontal coordinates were scaled from a topographic map and have
 KF0413.an estimated accuracy of +/- 6 seconds.
 KF0413
 KF0413.The orthometric height was determined by differential leveling
 KF0413.and adjusted by the National Geodetic Survey in June 1991..
 KF0413
 KF0413.The geoid height was determined by GEOID03.
 KF0413
 KF0413.The dynamic height is computed by dividing the NAVD 88
 KF0413.geopotential number by the normal gravity value computed on the
 KF0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0413.degrees latitude (g = 980.6199 gals.).
 KF0413
 KF0413.The modeled gravity was interpolated from observed gravity values.
 KF0413
 KF0413;                    North         East    Units  Estimated Accuracy
 KF0413;SPC KS N     -    86,720.      458,760.      MT  (+/- 180 meters Scaled)
 KF0413
 KF0413                          SUPERSEDED SURVEY CONTROL
 KF0413
 KF0413  NGVD 29 (??/??/92)  402.998  (m)         1322.17   (f) ADJ UNCH    1 2
 KF0413
 KF0413.Superseded values are not recommended for survey control.
 KF0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0413.See file dsdata.txt to determine how the superseded data were derived.
 KF0413
 KF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ452306(NAD 83)
 KF0413_MARKER: DB = BENCH MARK DISK
 KF0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0413_STAMPING: J 289 1947
 KF0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0413+STABILITY: SURFACE MOTION
 KF0413
 KF0413  HISTORY     - Date     Condition        Report By
 KF0413  HISTORY     - 1947     MONUMENTED       CGS
 KF0413
 KF0413                          STATION DESCRIPTION
 KF0413
 KF0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0413'1.3 MI N FROM MANCHESTER.
 KF0413'1.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0413'FROM THE STATION AT MANCHESTER, 0.4 MILE SOUTHWEST OF A ROAD
 KF0413'CROSSING, 13.5 FEET WEST SOUTHWEST OF THE 7TH POLE NORTHEAST
 KF0413'OF MILEPOST 74, 44.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 KF0413'THE TRACK, 1.7 FEET SOUTHEAST OF A FENCE, 1.5 FEET NORTHEAST
 KF0413'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KF0413'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0455 ***********************************************************************
 JG0455  DESIGNATION -  J 29
 JG0455  PID         -  JG0455
 JG0455  STATE/COUNTY-  KS/PAWNEE
 JG0455  USGS QUAD   -  LARNED (1970)
 JG0455
 JG0455                         *CURRENT SURVEY CONTROL
 JG0455  ___________________________________________________________________
 JG0455* NAD 83(1986)-  38 11 09.     (N)    099 05 11.     (W)     SCALED    
 JG0455* NAVD 88     -       608.844  (meters)    1997.52   (feet)  ADJUSTED  
 JG0455  ___________________________________________________________________
 JG0455  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 JG0455  DYNAMIC HT  -         608.373 (meters)    1995.97  (feet)  COMP
 JG0455  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 JG0455
 JG0455  VERT ORDER  -  SECOND    CLASS 0
 JG0455
 JG0455.The horizontal coordinates were scaled from a topographic map and have
 JG0455.an estimated accuracy of +/- 6 seconds.
 JG0455
 JG0455.The orthometric height was determined by differential leveling
 JG0455.and adjusted by the National Geodetic Survey in June 1991..
 JG0455
 JG0455.The geoid height was determined by GEOID03.
 JG0455
 JG0455.The dynamic height is computed by dividing the NAVD 88
 JG0455.geopotential number by the normal gravity value computed on the
 JG0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0455.degrees latitude (g = 980.6199 gals.).
 JG0455
 JG0455.The modeled gravity was interpolated from observed gravity values.
 JG0455
 JG0455;                    North         East    Units  Estimated Accuracy
 JG0455;SPC KS S     -   568,770.      348,630.      MT  (+/- 180 meters Scaled)
 JG0455
 JG0455                          SUPERSEDED SURVEY CONTROL
 JG0455
 JG0455  NGVD 29 (??/??/92)  608.678  (m)         1996.97   (f) ADJ UNCH    2 0
 JG0455
 JG0455.Superseded values are not recommended for survey control.
 JG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0455.See file dsdata.txt to determine how the superseded data were derived.
 JG0455
 JG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH924264(NAD 83)
 JG0455_MARKER: DB = BENCH MARK DISK
 JG0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0455_STAMPING: J 29 1934
 JG0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0455+STABILITY: SURFACE MOTION
 JG0455
 JG0455  HISTORY     - Date     Condition        Report By
 JG0455  HISTORY     - 1934     MONUMENTED       CGS
 JG0455  HISTORY     - 1940     GOOD             NGS
 JG0455
 JG0455                          STATION DESCRIPTION
 JG0455
 JG0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0455'AT LARNED.
 JG0455'AT LARNED, PAWNEE COUNTY, 0.9 MILE NORTHEAST ALONG THE ATCHISON,
 JG0455'TOPEKA AND SANTA FE RAILWAY FROM THE STATION, 40 FEET NORTHEAST
 JG0455'OF MILEPOST 291, 43 FEET SOUTHEAST OF THE CENTER OF THE
 JG0455'INTERSECTION OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY AND
 JG0455'THE FORMER WICHITA NORTHWESTERN RAILWAY, AND 40 FEET EAST OF THE
 JG0455'CENTERLINE OF THE AT AND SF RY TRACK.  A STANDARD DISK, STAMPED
 JG0455'J 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0494 ***********************************************************************
 JF0494  DESIGNATION -  J 290
 JF0494  PID         -  JF0494
 JF0494  STATE/COUNTY-  KS/DICKINSON
 JF0494  USGS QUAD   -  SOLOMON (1979)
 JF0494
 JF0494                         *CURRENT SURVEY CONTROL
 JF0494  ___________________________________________________________________
 JF0494* NAD 83(1986)-  38 55 05.     (N)    097 22 11.     (W)     SCALED    
 JF0494* NAVD 88     -       357.110  (meters)    1171.62   (feet)  ADJUSTED  
 JF0494  ___________________________________________________________________
 JF0494  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 JF0494  DYNAMIC HT  -         356.874 (meters)    1170.84  (feet)  COMP
 JF0494  MODELED GRAV-     979,956.8   (mgal)                       NAVD 88
 JF0494
 JF0494  VERT ORDER  -  FIRST     CLASS II
 JF0494
 JF0494.The horizontal coordinates were scaled from a topographic map and have
 JF0494.an estimated accuracy of +/- 6 seconds.
 JF0494
 JF0494.The orthometric height was determined by differential leveling
 JF0494.and adjusted by the National Geodetic Survey in June 1991..
 JF0494
 JF0494.The geoid height was determined by GEOID03.
 JF0494
 JF0494.The dynamic height is computed by dividing the NAVD 88
 JF0494.geopotential number by the normal gravity value computed on the
 JF0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0494.degrees latitude (g = 980.6199 gals.).
 JF0494
 JF0494.The modeled gravity was interpolated from observed gravity values.
 JF0494
 JF0494;                    North         East    Units  Estimated Accuracy
 JF0494;SPC KS N     -    65,100.      454,660.      MT  (+/- 180 meters Scaled)
 JF0494
 JF0494                          SUPERSEDED SURVEY CONTROL
 JF0494
 JF0494  NGVD 29 (??/??/92)  356.993  (m)         1171.23   (f) ADJ UNCH    1 2
 JF0494
 JF0494.Superseded values are not recommended for survey control.
 JF0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0494.See file dsdata.txt to determine how the superseded data were derived.
 JF0494
 JF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ413089(NAD 83)
 JF0494_MARKER: DB = BENCH MARK DISK
 JF0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0494_SP_SET: CONCRETE POST
 JF0494_STAMPING: J 290 1947
 JF0494_MARK LOGO: CGS   
 JF0494_PROJECTION: FLUSH
 JF0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0494+STABILITY: SURFACE MOTION
 JF0494
 JF0494  HISTORY     - Date     Condition        Report By
 JF0494  HISTORY     - 1947     MONUMENTED       CGS
 JF0494  HISTORY     - 1968     GOOD             NGS
 JF0494  HISTORY     - 1986     GOOD             NGS
 JF0494
 JF0494                          STATION DESCRIPTION
 JF0494
 JF0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0494'AT SOLOMON.
 JF0494'AT SOLOMON, AT THE CITY PARK, BETWEEN THE UNION PACIFIC RAILROAD
 JF0494'STATION AT U.S. HIGHWAY NO. 40, ON THE NORTH SIDE OF A CONCRETE
 JF0494'BLOCK BAND STAND, 83.0 FEET SOUTH OF THE SOUTH CURB OF THE
 JF0494'HIGHWAY, 0.8 FOOT NORTH OF THE NORTH SIDE OF THE BAND STAND,
 JF0494'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 JF0494'THE GROUND.
 JF0494
 JF0494                          STATION RECOVERY (1968)
 JF0494
 JF0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0494'RECOVERED IN GOOD CONDITION.
 JF0494
 JF0494                          STATION RECOVERY (1986)
 JF0494
 JF0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0494'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN SOLOMON,
 JF0494'AT THE INTERSECTION OF 4TH AND WALNUT STREETS, 65.9 M (216.2 FT) EAST
 JF0494'OF THE CENTER OF WALNUT STREET, 30.6 M (100.4 FT) SOUTH OF THE
 JF0494'CENTERLINE OF 4TH STREET, 18.3 M (60.0 FT) NORTH OF THE NORTH FACE OF
 JF0494'A LOG CABIN NEAR THE CENTER OF THE TOWN PARK, 11.3 M (37.1 FT) WEST OF
 JF0494'A UTILITY POLE WITH A LIGHT, 7.3 M (24.0 FT) EAST OF A 16-INCH PINE
 JF0494'TREE, AND 1.0 M (3.3 FT) SOUTH OF THE SOUTH FACE OF A BANDSTAND.
 JF0494'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0989 ***********************************************************************
 JF0989  DESIGNATION -  J 291
 JF0989  PID         -  JF0989
 JF0989  STATE/COUNTY-  KS/SALINE
 JF0989  USGS QUAD   -  BROOKVILLE (1978)
 JF0989
 JF0989                         *CURRENT SURVEY CONTROL
 JF0989  ___________________________________________________________________
 JF0989* NAD 83(1986)-  38 46 18.     (N)    097 52 01.     (W)     SCALED    
 JF0989* NAVD 88     -       414.296  (meters)    1359.24   (feet)  ADJUSTED  
 JF0989  ___________________________________________________________________
 JF0989  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 JF0989  DYNAMIC HT  -         414.005 (meters)    1358.28  (feet)  COMP
 JF0989  MODELED GRAV-     979,914.1   (mgal)                       NAVD 88
 JF0989
 JF0989  VERT ORDER  -  FIRST     CLASS II
 JF0989
 JF0989.The horizontal coordinates were scaled from a topographic map and have
 JF0989.an estimated accuracy of +/- 6 seconds.
 JF0989
 JF0989.The orthometric height was determined by differential leveling
 JF0989.and adjusted by the National Geodetic Survey in June 1991..
 JF0989
 JF0989.The geoid height was determined by GEOID03.
 JF0989
 JF0989.The dynamic height is computed by dividing the NAVD 88
 JF0989.geopotential number by the normal gravity value computed on the
 JF0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0989.degrees latitude (g = 980.6199 gals.).
 JF0989
 JF0989.The modeled gravity was interpolated from observed gravity values.
 JF0989
 JF0989;                    North         East    Units  Estimated Accuracy
 JF0989;SPC KS N     -    48,670.      411,560.      MT  (+/- 180 meters Scaled)
 JF0989
 JF0989                          SUPERSEDED SURVEY CONTROL
 JF0989
 JF0989  NGVD 29 (??/??/92)  414.181  (m)         1358.86   (f) ADJ UNCH    1 2
 JF0989
 JF0989.Superseded values are not recommended for survey control.
 JF0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0989.See file dsdata.txt to determine how the superseded data were derived.
 JF0989
 JF0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH984920(NAD 83)
 JF0989_MARKER: DB = BENCH MARK DISK
 JF0989_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JF0989+WITH SETTING: PAVEMENT
 JF0989_SP_SET: FOOTING OF WATER TOWER LEG
 JF0989_STAMPING: J 291 1952
 JF0989_MARK LOGO: CGS   
 JF0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0989+STABILITY: SURFACE MOTION
 JF0989
 JF0989  HISTORY     - Date     Condition        Report By
 JF0989  HISTORY     - 1952     MONUMENTED       CGS
 JF0989
 JF0989                          STATION DESCRIPTION
 JF0989
 JF0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0989'AT BROOKVILLE, SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 JF0989'FOOTING OF THE NORTHEAST LEG OF THE WATER TOWER, 0.6 FOOT ABOVE THE
 JF0989'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1071 ***********************************************************************
 JF1071  DESIGNATION -  J 292
 JF1071  PID         -  JF1071
 JF1071  STATE/COUNTY-  KS/SALINE
 JF1071  USGS QUAD   -  ASSARIA (1978)
 JF1071
 JF1071                         *CURRENT SURVEY CONTROL
 JF1071  ___________________________________________________________________
 JF1071* NAD 83(1986)-  38 41 46.     (N)    097 36 09.     (W)     SCALED    
 JF1071* NAVD 88     -       389.623  (meters)    1278.29   (feet)  POSTED    
 JF1071  ___________________________________________________________________
 JF1071  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF1071  DYNAMIC HT  -         389.350 (meters)    1277.39  (feet)  COMP
 JF1071  MODELED GRAV-     979,926.0   (mgal)                       NAVD 88
 JF1071
 JF1071  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JF1071
 JF1071.The horizontal coordinates were scaled from a topographic map and have
 JF1071.an estimated accuracy of +/- 6 seconds.
 JF1071
 JF1071.The orthometric height was determined by differential leveling
 JF1071.and adjusted by the National Geodetic Survey in 1992..
 JF1071.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JF1071.rate of 4.1 thru 8.0 mm/km.
 JF1071
 JF1071.The geoid height was determined by GEOID03.
 JF1071
 JF1071.The dynamic height is computed by dividing the NAVD 88
 JF1071.geopotential number by the normal gravity value computed on the
 JF1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1071.degrees latitude (g = 980.6199 gals.).
 JF1071
 JF1071.The modeled gravity was interpolated from observed gravity values.
 JF1071
 JF1071;                    North         East    Units  Estimated Accuracy
 JF1071;SPC KS N     -    40,350.      434,580.      MT  (+/- 180 meters Scaled)
 JF1071
 JF1071                          SUPERSEDED SURVEY CONTROL
 JF1071
 JF1071  NGVD 29 (??/??/92)  389.505  (m)         1277.90   (f) ADJ UNCH    1 2
 JF1071
 JF1071.Superseded values are not recommended for survey control.
 JF1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1071.See file dsdata.txt to determine how the superseded data were derived.
 JF1071
 JF1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH215839(NAD 83)
 JF1071_MARKER: DB = BENCH MARK DISK
 JF1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1071_STAMPING: J 292 1952
 JF1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1071+STABILITY: SURFACE MOTION
 JF1071
 JF1071  HISTORY     - Date     Condition        Report By
 JF1071  HISTORY     - 1952     MONUMENTED       CGS
 JF1071  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF1071
 JF1071                          STATION DESCRIPTION
 JF1071
 JF1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1071'1.1 MI N FROM ASSARIA.
 JF1071'1.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1071'STATION AT ASSARIA, AT A ROAD CROSSING, 3 POLES SOUTH OF
 JF1071'MILEPOST 11, 52 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 JF1071'WEST ROAD, 29 FEET EAST OF THE EAST RAIL, 1.7 FEET WEST OF A
 JF1071'FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 JF1071'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JF1071
 JF1071                          STATION RECOVERY (1986)
 JF1071
 JF1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1071'THE MONUMENT WAS FOUND WITH ONLY THE STEM OF THE DISK REMAINING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0041 ***********************************************************************
 JG0041  DESIGNATION -  J 293
 JG0041  PID         -  JG0041
 JG0041  STATE/COUNTY-  KS/ELLSWORTH
 JG0041  USGS QUAD   -  ELLSWORTH (1979)
 JG0041
 JG0041                         *CURRENT SURVEY CONTROL
 JG0041  ___________________________________________________________________
 JG0041* NAD 83(1986)-  38 42 50.     (N)    098 09 28.     (W)     SCALED    
 JG0041* NAVD 88     -       484.585  (meters)    1589.84   (feet)  ADJUSTED  
 JG0041  ___________________________________________________________________
 JG0041  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 JG0041  DYNAMIC HT  -         484.242 (meters)    1588.72  (feet)  COMP
 JG0041  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 JG0041
 JG0041  VERT ORDER  -  FIRST     CLASS II
 JG0041
 JG0041.The horizontal coordinates were scaled from a topographic map and have
 JG0041.an estimated accuracy of +/- 6 seconds.
 JG0041
 JG0041.The orthometric height was determined by differential leveling
 JG0041.and adjusted by the National Geodetic Survey in June 1991..
 JG0041
 JG0041.The geoid height was determined by GEOID03.
 JG0041
 JG0041.The dynamic height is computed by dividing the NAVD 88
 JG0041.geopotential number by the normal gravity value computed on the
 JG0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0041.degrees latitude (g = 980.6199 gals.).
 JG0041
 JG0041.The modeled gravity was interpolated from observed gravity values.
 JG0041
 JG0041;                    North         East    Units  Estimated Accuracy
 JG0041;SPC KS N     -    42,260.      386,280.      MT  (+/- 180 meters Scaled)
 JG0041
 JG0041                          SUPERSEDED SURVEY CONTROL
 JG0041
 JG0041  NGVD 29 (??/??/92)  484.433  (m)         1589.34   (f) ADJ UNCH    1 2
 JG0041
 JG0041.Superseded values are not recommended for survey control.
 JG0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0041.See file dsdata.txt to determine how the superseded data were derived.
 JG0041
 JG0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH732853(NAD 83)
 JG0041_MARKER: DB = BENCH MARK DISK
 JG0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0041_SP_SET: CONCRETE BASE
 JG0041_STAMPING: J 293 1952
 JG0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JG0041+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 JG0041
 JG0041  HISTORY     - Date     Condition        Report By
 JG0041  HISTORY     - 1952     MONUMENTED       CGS
 JG0041  HISTORY     - 20050805 GOOD             GEOCAC
 JG0041
 JG0041                          STATION DESCRIPTION
 JG0041
 JG0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0041'AT KANOPOLIS.
 JG0041'AT KANOPOLIS, 0.2 MILE WEST OF THE UNION PACIFIC RAILROAD
 JG0041'STATION, 0.6 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE NORTH
 JG0041'CORNER OF THE CONCRETE BASE OF THE NORTHWEST LEG OF THE CITY
 JG0041'WATER TOWER.
 JG0041
 JG0041                          STATION RECOVERY (2005)
 JG0041
 JG0041'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JG0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0046 ***********************************************************************
 JG0046  DESIGNATION -  J 295
 JG0046  PID         -  JG0046
 JG0046  STATE/COUNTY-  KS/ELLSWORTH
 JG0046  USGS QUAD   -  ELLSWORTH (1979)
 JG0046
 JG0046                         *CURRENT SURVEY CONTROL
 JG0046  ___________________________________________________________________
 JG0046* NAD 83(1986)-  38 44 53.     (N)    098 13 54.     (W)     SCALED    
 JG0046* NAVD 88     -       489.893  (meters)    1607.26   (feet)  ADJUSTED  
 JG0046  ___________________________________________________________________
 JG0046  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 JG0046  DYNAMIC HT  -         489.551 (meters)    1606.14  (feet)  COMP
 JG0046  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 JG0046
 JG0046  VERT ORDER  -  FIRST     CLASS II
 JG0046
 JG0046.This mark is at Ellsworth Municipal Airport (9K7)
 JG0046
 JG0046.The horizontal coordinates were scaled from a topographic map and have
 JG0046.an estimated accuracy of +/- 6 seconds.
 JG0046
 JG0046.The orthometric height was determined by differential leveling
 JG0046.and adjusted by the National Geodetic Survey in June 1991..
 JG0046
 JG0046.The geoid height was determined by GEOID03.
 JG0046
 JG0046.The dynamic height is computed by dividing the NAVD 88
 JG0046.geopotential number by the normal gravity value computed on the
 JG0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0046.degrees latitude (g = 980.6199 gals.).
 JG0046
 JG0046.The modeled gravity was interpolated from observed gravity values.
 JG0046
 JG0046;                    North         East    Units  Estimated Accuracy
 JG0046;SPC KS N     -    46,060.      379,860.      MT  (+/- 180 meters Scaled)
 JG0046
 JG0046                          SUPERSEDED SURVEY CONTROL
 JG0046
 JG0046  NGVD 29 (??/??/92)  489.744  (m)         1606.77   (f) ADJ UNCH    1 2
 JG0046
 JG0046.Superseded values are not recommended for survey control.
 JG0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0046.See file dsdata.txt to determine how the superseded data were derived.
 JG0046
 JG0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH667890(NAD 83)
 JG0046_MARKER: DB = BENCH MARK DISK
 JG0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0046_STAMPING: J 295 1952
 JG0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0046+STABILITY: SURFACE MOTION
 JG0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JG0046+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 JG0046
 JG0046  HISTORY     - Date     Condition        Report By
 JG0046  HISTORY     - 1952     MONUMENTED       CGS
 JG0046  HISTORY     - 1979     GOOD             KSDT
 JG0046  HISTORY     - 20050805 GOOD             GEOCAC
 JG0046
 JG0046                          STATION DESCRIPTION
 JG0046
 JG0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0046'0.9 MI N FROM ELLSWORTH.
 JG0046'0.1 MILE WEST ALONG 11TH STREET FROM THE CITY WATER TOWER AT
 JG0046'ELLSWORTH, THENCE 0.3 MILE NORTH ALONG STATE STREET, THENCE 0.5
 JG0046'MILE NORTH ALONG A GRAVELED ROAD, AT THE ELLSWORTH AIRPORT,
 JG0046'3.4 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HANGAR, 1 FOOT
 JG0046'EAST OF THE CONCRETE FOOTING OF A DOOR TRACK, SET IN THE TOP
 JG0046'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 JG0046
 JG0046                          STATION RECOVERY (1979)
 JG0046
 JG0046'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1979
 JG0046'RECOVERED IN GOOD CONDITION.
 JG0046
 JG0046                          STATION RECOVERY (2005)
 JG0046
 JG0046'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JG0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0848 ***********************************************************************
 JF0848  DESIGNATION -  J 296
 JF0848  PID         -  JF0848
 JF0848  STATE/COUNTY-  KS/RENO
 JF0848  USGS QUAD   -  HUTCHINSON (1978)
 JF0848
 JF0848                         *CURRENT SURVEY CONTROL
 JF0848  ___________________________________________________________________
 JF0848* NAD 83(1986)-  38 02 21.     (N)    097 56 59.     (W)     SCALED    
 JF0848* NAVD 88     -       467.399  (meters)    1533.46   (feet)  POSTED    
 JF0848  ___________________________________________________________________
 JF0848  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF0848  DYNAMIC HT  -         467.040 (meters)    1532.28  (feet)  COMP
 JF0848  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 JF0848
 JF0848  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JF0848
 JF0848.The horizontal coordinates were scaled from a topographic map and have
 JF0848.an estimated accuracy of +/- 6 seconds.
 JF0848
 JF0848.The orthometric height was determined by differential leveling
 JF0848.and adjusted by the National Geodetic Survey in 1992..
 JF0848.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JF0848.rate of 1.1 thru 2.0 mm/km.
 JF0848
 JF0848.The geoid height was determined by GEOID03.
 JF0848
 JF0848.The dynamic height is computed by dividing the NAVD 88
 JF0848.geopotential number by the normal gravity value computed on the
 JF0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0848.degrees latitude (g = 980.6199 gals.).
 JF0848
 JF0848.The modeled gravity was interpolated from observed gravity values.
 JF0848
 JF0848;                    North         East    Units  Estimated Accuracy
 JF0848;SPC KS S     -   552,470.      448,300.      MT  (+/- 180 meters Scaled)
 JF0848
 JF0848                          SUPERSEDED SURVEY CONTROL
 JF0848
 JF0848  NGVD 29 (??/??/92)  467.245  (m)         1532.95   (f) ADJ UNCH    1 2
 JF0848
 JF0848.Superseded values are not recommended for survey control.
 JF0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0848.See file dsdata.txt to determine how the superseded data were derived.
 JF0848
 JF0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH921106(NAD 83)
 JF0848_MARKER: DB = BENCH MARK DISK
 JF0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0848_STAMPING: J 246 1953
 JF0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0848+STABILITY: SURFACE MOTION
 JF0848
 JF0848  HISTORY     - Date     Condition        Report By
 JF0848  HISTORY     - 1953     MONUMENTED       CGS
 JF0848  HISTORY     - 1959     MARK NOT FOUND   USGS
 JF0848  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0848
 JF0848                          STATION DESCRIPTION
 JF0848
 JF0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0848'1.3 MI SW FROM HUTCHINSON.
 JF0848'1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0848'RAILROAD FROM THE STATION AT HUTCHINSON, THENCE 0.1 MILE SOUTH
 JF0848'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 3 1/2 POLES
 JF0848'SOUTH OF THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE
 JF0848'RAILROAD, 3 1/2 POLES SOUTH OF THE CROSSING OF THE CHICAGO,
 JF0848'ROCK ISLAND AND PACIFIC RAILROAD, 2 1/2 POLES SOUTH OF A ROAD
 JF0848'CROSSING, 46 FEET EAST OF THE EAST RAIL, 1.5 FEET WEST OF A
 JF0848'FENCE, 2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 JF0848'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, 6 1/2
 JF0848'POLES NORTH OF MILEPOST 1.
 JF0848
 JF0848                          STATION RECOVERY (1959)
 JF0848
 JF0848'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JF0848'MARK NOT FOUND.
 JF0848
 JF0848                          STATION RECOVERY (1986)
 JF0848
 JF0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0823 ***********************************************************************
 JF0823  DESIGNATION -  J 297
 JF0823  PID         -  JF0823
 JF0823  STATE/COUNTY-  KS/MCPHERSON
 JF0823  USGS QUAD   -  BUHLER (1965)
 JF0823
 JF0823                         *CURRENT SURVEY CONTROL
 JF0823  ___________________________________________________________________
 JF0823* NAD 83(1986)-  38 12 01.     (N)    097 48 06.     (W)     SCALED    
 JF0823* NAVD 88     -       455.405  (meters)    1494.11   (feet)  ADJUSTED  
 JF0823  ___________________________________________________________________
 JF0823  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF0823  DYNAMIC HT  -         455.060 (meters)    1492.98  (feet)  COMP
 JF0823  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 JF0823
 JF0823  VERT ORDER  -  FIRST     CLASS II
 JF0823
 JF0823.The horizontal coordinates were scaled from a topographic map and have
 JF0823.an estimated accuracy of +/- 6 seconds.
 JF0823
 JF0823.The orthometric height was determined by differential leveling
 JF0823.and adjusted by the National Geodetic Survey in June 1991..
 JF0823
 JF0823.The geoid height was determined by GEOID03.
 JF0823
 JF0823.The dynamic height is computed by dividing the NAVD 88
 JF0823.geopotential number by the normal gravity value computed on the
 JF0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0823.degrees latitude (g = 980.6199 gals.).
 JF0823
 JF0823.The modeled gravity was interpolated from observed gravity values.
 JF0823
 JF0823;                    North         East    Units  Estimated Accuracy
 JF0823;SPC KS S     -   570,440.      461,170.      MT  (+/- 180 meters Scaled)
 JF0823
 JF0823                          SUPERSEDED SURVEY CONTROL
 JF0823
 JF0823  NGVD 29 (??/??/92)  455.252  (m)         1493.61   (f) ADJ UNCH    1 2
 JF0823
 JF0823.Superseded values are not recommended for survey control.
 JF0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0823.See file dsdata.txt to determine how the superseded data were derived.
 JF0823
 JF0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH049287(NAD 83)
 JF0823_MARKER: DB = BENCH MARK DISK
 JF0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0823_STAMPING: J 297 1953
 JF0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0823+STABILITY: SURFACE MOTION
 JF0823
 JF0823  HISTORY     - Date     Condition        Report By
 JF0823  HISTORY     - 1953     MONUMENTED       CGS
 JF0823  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0823
 JF0823                          STATION DESCRIPTION
 JF0823
 JF0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0823'2.4 MI SW FROM INMAN.
 JF0823'2.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0823'RAILROAD FROM THE STATION AT INMAN, 6 POLES NORTHEAST OF
 JF0823'MILEPOST 232, 7 POLES SOUTHWEST OF A ROAD CROSSING, 42 FEET
 JF0823'NORTHWEST OF THE NORTHWEST RAIL, 40 FEET NORTH OF SIGNAL 231.9,
 JF0823'8.3 FEET NORTH OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF A
 JF0823'FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 JF0823'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 JF0823
 JF0823                          STATION RECOVERY (1986)
 JF0823
 JF0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0400 ***********************************************************************
 JH0400  DESIGNATION -  J 298
 JH0400  PID         -  JH0400
 JH0400  STATE/COUNTY-  KS/WALLACE
 JH0400  USGS QUAD   -  WESKAN NW (1979)
 JH0400
 JH0400                         *CURRENT SURVEY CONTROL
 JH0400  ___________________________________________________________________
 JH0400* NAD 83(1986)-  38 53 08.     (N)    101 53 58.     (W)     SCALED    
 JH0400* NAVD 88     -      1146.527  (meters)    3761.56   (feet)  ADJUSTED  
 JH0400  ___________________________________________________________________
 JH0400  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 JH0400  DYNAMIC HT  -        1145.533 (meters)    3758.30  (feet)  COMP
 JH0400  MODELED GRAV-     979,721.5   (mgal)                       NAVD 88
 JH0400
 JH0400  VERT ORDER  -  FIRST     CLASS II
 JH0400
 JH0400.The horizontal coordinates were scaled from a topographic map and have
 JH0400.an estimated accuracy of +/- 6 seconds.
 JH0400
 JH0400.The orthometric height was determined by differential leveling
 JH0400.and adjusted by the National Geodetic Survey in June 1991..
 JH0400
 JH0400.The geoid height was determined by GEOID03.
 JH0400
 JH0400.The dynamic height is computed by dividing the NAVD 88
 JH0400.geopotential number by the normal gravity value computed on the
 JH0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0400.degrees latitude (g = 980.6199 gals.).
 JH0400
 JH0400.The modeled gravity was interpolated from observed gravity values.
 JH0400
 JH0400;                    North         East    Units  Estimated Accuracy
 JH0400;SPC KS N     -    68,590.       61,770.      MT  (+/- 180 meters Scaled)
 JH0400
 JH0400                          SUPERSEDED SURVEY CONTROL
 JH0400
 JH0400  NGVD 29 (??/??/92) 1146.094  (m)         3760.14   (f) ADJ UNCH    1 2
 JH0400
 JH0400.Superseded values are not recommended for survey control.
 JH0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0400.See file dsdata.txt to determine how the superseded data were derived.
 JH0400
 JH0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ485080(NAD 83)
 JH0400_MARKER: DB = BENCH MARK DISK
 JH0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0400_STAMPING: J 298 1952
 JH0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0400+STABILITY: SURFACE MOTION
 JH0400
 JH0400  HISTORY     - Date     Condition        Report By
 JH0400  HISTORY     - 1952     MONUMENTED       CGS
 JH0400
 JH0400                          STATION DESCRIPTION
 JH0400
 JH0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0400'3.8 MI W FROM WESKAN.
 JH0400'3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0400'AT WESKAN, 0.2 MILE EAST OF A PRIVATE ROAD CROSSING, ACROSS THE
 JH0400'TRACK FROM MILEPOST 438, 106 FEET NORTH OF THE CENTER LINE OF
 JH0400'U.S. HIGHWAY 40, 60.6 FEET SOUTH OF THE SOUTH RAIL, 23.8 FEET
 JH0400'EAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 170.6
 JH0400'FEET NORTH OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN
 JH0400'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 JH0400'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0192 ***********************************************************************
 JH0192  DESIGNATION -  J 299
 JH0192  PID         -  JH0192
 JH0192  STATE/COUNTY-  KS/LOGAN
 JH0192  USGS QUAD   -  MOUTH OF LAKE CREEK (1969)
 JH0192
 JH0192                         *CURRENT SURVEY CONTROL
 JH0192  ___________________________________________________________________
 JH0192* NAD 83(1986)-  38 58 19.     (N)    101 26 47.     (W)     SCALED    
 JH0192* NAVD 88     -       975.116  (meters)    3199.19   (feet)  ADJUSTED  
 JH0192  ___________________________________________________________________
 JH0192  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JH0192  DYNAMIC HT  -         974.294 (meters)    3196.50  (feet)  COMP
 JH0192  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 JH0192
 JH0192  VERT ORDER  -  FIRST     CLASS II
 JH0192
 JH0192.The horizontal coordinates were scaled from a topographic map and have
 JH0192.an estimated accuracy of +/- 6 seconds.
 JH0192
 JH0192.The orthometric height was determined by differential leveling
 JH0192.and adjusted by the National Geodetic Survey in June 1991..
 JH0192
 JH0192.The geoid height was determined by GEOID03.
 JH0192
 JH0192.The dynamic height is computed by dividing the NAVD 88
 JH0192.geopotential number by the normal gravity value computed on the
 JH0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0192.degrees latitude (g = 980.6199 gals.).
 JH0192
 JH0192.The modeled gravity was interpolated from observed gravity values.
 JH0192
 JH0192;                    North         East    Units  Estimated Accuracy
 JH0192;SPC KS N     -    76,580.      101,420.      MT  (+/- 180 meters Scaled)
 JH0192
 JH0192                          SUPERSEDED SURVEY CONTROL
 JH0192
 JH0192  NGVD 29 (??/??/92)  974.726  (m)         3197.91   (f) ADJ UNCH    1 2
 JH0192
 JH0192.Superseded values are not recommended for survey control.
 JH0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0192.See file dsdata.txt to determine how the superseded data were derived.
 JH0192
 JH0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ880165(NAD 83)
 JH0192_MARKER: DB = BENCH MARK DISK
 JH0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0192_STAMPING: J 299 1952
 JH0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0192+STABILITY: SURFACE MOTION
 JH0192
 JH0192  HISTORY     - Date     Condition        Report By
 JH0192  HISTORY     - 1952     MONUMENTED       CGS
 JH0192
 JH0192                          STATION DESCRIPTION
 JH0192
 JH0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0192'3.7 MI SW FROM MC ALLASTER.
 JH0192'3.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JH0192'STATION AT MC ALLASTER, 0.2 MILE SOUTHWEST OF MILEPOST 412,
 JH0192'0.45 MILE NORTHEAST OF A RAILROAD TRESTLE, AT THE SOUTHWEST END
 JH0192'OF A CUT, 104.5 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 JH0192'40, 61 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 43 FEET NORTHEAST
 JH0192'OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 9.8 FEET
 JH0192'SOUTHEAST OF A FENCE, 1.9 FEET SOUTHWEST OF A WITNESS POST,
 JH0192'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 JH0192'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0557 ***********************************************************************
 KF0557  DESIGNATION -  J 3
 KF0557  PID         -  KF0557
 KF0557  STATE/COUNTY-  KS/CLOUD
 KF0557  USGS QUAD   -  CONCORDIA (1980)
 KF0557
 KF0557                         *CURRENT SURVEY CONTROL
 KF0557  ___________________________________________________________________
 KF0557* NAD 83(1986)-  39 34 08.     (N)    097 39 38.     (W)     SCALED    
 KF0557* NAVD 88     -       422.464  (meters)    1386.03   (feet)  ADJUSTED  
 KF0557  ___________________________________________________________________
 KF0557  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 KF0557  DYNAMIC HT  -         422.197 (meters)    1385.16  (feet)  COMP
 KF0557  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 KF0557
 KF0557  VERT ORDER  -  FIRST     CLASS II
 KF0557
 KF0557.The horizontal coordinates were scaled from a topographic map and have
 KF0557.an estimated accuracy of +/- 6 seconds.
 KF0557
 KF0557.The orthometric height was determined by differential leveling
 KF0557.and adjusted by the National Geodetic Survey in June 1991..
 KF0557
 KF0557.The geoid height was determined by GEOID03.
 KF0557
 KF0557.The dynamic height is computed by dividing the NAVD 88
 KF0557.geopotential number by the normal gravity value computed on the
 KF0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0557.degrees latitude (g = 980.6199 gals.).
 KF0557
 KF0557.The modeled gravity was interpolated from observed gravity values.
 KF0557
 KF0557;                    North         East    Units  Estimated Accuracy
 KF0557;SPC KS N     -   137,220.      429,170.      MT  (+/- 180 meters Scaled)
 KF0557
 KF0557                          SUPERSEDED SURVEY CONTROL
 KF0557
 KF0557  NGVD 29 (??/??/92)  422.316  (m)         1385.55   (f) ADJ UNCH    1 2
 KF0557
 KF0557.Superseded values are not recommended for survey control.
 KF0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0557.See file dsdata.txt to determine how the superseded data were derived.
 KF0557
 KF0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ150807(NAD 83)
 KF0557_MARKER: Q = CHISELED SQUARE
 KF0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0557_SP_SET: STONE BANISTER
 KF0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0557
 KF0557  HISTORY     - Date     Condition        Report By
 KF0557  HISTORY     - UNK      MONUMENTED       CGS
 KF0557  HISTORY     - 1947     GOOD             NGS
 KF0557
 KF0557                          STATION DESCRIPTION
 KF0557
 KF0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0557'AT CONCORDIA.
 KF0557'AT CONCORDIA, AT THE WEST ENTRANCE OF THE COUNTY COURTHOUSE,
 KF0557'AND ON THE TOP OF THE EAST END OF THE NORTH STONE BANISTER.
 KF0557'THE BOTTOM OF A CHISELED SQUARE, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0115 ***********************************************************************
 JG0115  DESIGNATION -  J 30
 JG0115  PID         -  JG0115
 JG0115  STATE/COUNTY-  KS/RICE
 JG0115  USGS QUAD   -  CHASE (1970)
 JG0115
 JG0115                         *CURRENT SURVEY CONTROL
 JG0115  ___________________________________________________________________
 JG0115* NAD 83(1986)-  38 21 06.     (N)    098 22 09.     (W)     SCALED    
 JG0115* NAVD 88     -       527.880  (meters)    1731.89   (feet)  ADJUSTED  
 JG0115  ___________________________________________________________________
 JG0115  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 JG0115  DYNAMIC HT  -         527.487 (meters)    1730.60  (feet)  COMP
 JG0115  MODELED GRAV-     979,866.0   (mgal)                       NAVD 88
 JG0115
 JG0115  VERT ORDER  -  SECOND    CLASS 0
 JG0115
 JG0115.The horizontal coordinates were scaled from a topographic map and have
 JG0115.an estimated accuracy of +/- 6 seconds.
 JG0115
 JG0115.The orthometric height was determined by differential leveling
 JG0115.and adjusted by the National Geodetic Survey in June 1991..
 JG0115
 JG0115.The geoid height was determined by GEOID03.
 JG0115
 JG0115.The dynamic height is computed by dividing the NAVD 88
 JG0115.geopotential number by the normal gravity value computed on the
 JG0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0115.degrees latitude (g = 980.6199 gals.).
 JG0115
 JG0115.The modeled gravity was interpolated from observed gravity values.
 JG0115
 JG0115;                    North         East    Units  Estimated Accuracy
 JG0115;SPC KS S     -   587,020.      411,440.      MT  (+/- 180 meters Scaled)
 JG0115
 JG0115                          SUPERSEDED SURVEY CONTROL
 JG0115
 JG0115  NGVD 29 (??/??/92)  527.741  (m)         1731.43   (f) ADJ UNCH    2 0
 JG0115
 JG0115.Superseded values are not recommended for survey control.
 JG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0115.See file dsdata.txt to determine how the superseded data were derived.
 JG0115
 JG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH551450(NAD 83)
 JG0115_MARKER: DB = BENCH MARK DISK
 JG0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0115_STAMPING: J 30 1934
 JG0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0115+STABILITY: SURFACE MOTION
 JG0115
 JG0115  HISTORY     - Date     Condition        Report By
 JG0115  HISTORY     - 1934     MONUMENTED       CGS
 JG0115
 JG0115                          STATION DESCRIPTION
 JG0115
 JG0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0115'1 MI W FROM CHASE.
 JG0115'1.0 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0115'FROM CHASE, RICE COUNTY, AT MILEAGE 87.04, 21 FEET EAST OF THE
 JG0115'CENTER OF A ROAD CROSSING, 47 FEET NORTH OF THE CENTERLINE OF THE
 JG0115'TRACK, AND 2 FEET SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK,
 JG0115'STAMPED J 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0058 ***********************************************************************
 KH0058  DESIGNATION -  J 300
 KH0058  PID         -  KH0058
 KH0058  STATE/COUNTY-  KS/TREGO
 KH0058  USGS QUAD   -  COLLYER (1979)
 KH0058
 KH0058                         *CURRENT SURVEY CONTROL
 KH0058  ___________________________________________________________________
 KH0058* NAD 83(1986)-  39 01 48.     (N)    100 02 13.     (W)     SCALED    
 KH0058* NAVD 88     -       773.545  (meters)    2537.87   (feet)  ADJUSTED  
 KH0058  ___________________________________________________________________
 KH0058  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 KH0058  DYNAMIC HT  -         772.957 (meters)    2535.94  (feet)  COMP
 KH0058  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 KH0058
 KH0058  VERT ORDER  -  FIRST     CLASS II
 KH0058
 KH0058.The horizontal coordinates were scaled from a topographic map and have
 KH0058.an estimated accuracy of +/- 6 seconds.
 KH0058
 KH0058.The orthometric height was determined by differential leveling
 KH0058.and adjusted by the National Geodetic Survey in June 1991..
 KH0058.WARNING-Repeat measurements at this control monument indicate possible
 KH0058.vertical movement.
 KH0058
 KH0058.The geoid height was determined by GEOID03.
 KH0058
 KH0058.The dynamic height is computed by dividing the NAVD 88
 KH0058.geopotential number by the normal gravity value computed on the
 KH0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0058.degrees latitude (g = 980.6199 gals.).
 KH0058
 KH0058.The modeled gravity was interpolated from observed gravity values.
 KH0058
 KH0058;                    North         East    Units  Estimated Accuracy
 KH0058;SPC KS N     -    79,320.      223,640.      MT  (+/- 180 meters Scaled)
 KH0058
 KH0058                          SUPERSEDED SURVEY CONTROL
 KH0058
 KH0058  NGVD 29 (02/14/92)  773.238  (m)         2536.86   (f) ADJUSTED    1 2
 KH0058
 KH0058.Superseded values are not recommended for survey control.
 KH0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0058.See file dsdata.txt to determine how the superseded data were derived.
 KH0058
 KH0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ102206(NAD 83)
 KH0058_MARKER: DB = BENCH MARK DISK
 KH0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0058_SP_SET: CONCRETE POST
 KH0058_STAMPING: J 300 1952
 KH0058_MARK LOGO: CGS   
 KH0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0058+STABILITY: SURFACE MOTION
 KH0058
 KH0058  HISTORY     - Date     Condition        Report By
 KH0058  HISTORY     - 1952     MONUMENTED       CGS
 KH0058  HISTORY     - 1960     GOOD             NGS
 KH0058  HISTORY     - 1986     GOOD             NGS
 KH0058  HISTORY     - 20060524 GOOD             GEOCAC
 KH0058
 KH0058                          STATION DESCRIPTION
 KH0058
 KH0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0058'4.3 MI E FROM COLLYER.
 KH0058'4.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM SAINT MICHAELS CHURCH
 KH0058'AT COLLYER, 45 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KH0058'31 FEET WEST OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTH, 12.3
 KH0058'FEET SOUTHEAST OF A FENCE CORNER, 11.4 FEET SOUTHEAST OF A POWER
 KH0058'POLE, 2 FEET SOUTHEAST OF A WITNESS POST, 1.0 MILE WEST OF BENCH
 KH0058'MARK E 300, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 KH0058'FOOT ABOVE THE GROUND.  NOTE-- THE FENCE HAS BEEN REMOVED.  THE
 KH0058'MARK IS 1 FOOT EAST OF A NEW STEEL WITNESS POST SIGN.
 KH0058
 KH0058                          STATION RECOVERY (1960)
 KH0058
 KH0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KH0058'RECOVERED IN GOOD CONDITION.
 KH0058
 KH0058                          STATION RECOVERY (1986)
 KH0058
 KH0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0058'RECOVERED IN GOOD CONDITION.
 KH0058
 KH0058                          STATION RECOVERY (2006)
 KH0058
 KH0058'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KH0058'HANDHELD COORDINATES ARE N39-01-48.78 W100-02-13.92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0132 ***********************************************************************
 KH0132  DESIGNATION -  J 301
 KH0132  PID         -  KH0132
 KH0132  STATE/COUNTY-  KS/GOVE
 KH0132  USGS QUAD   -  SUNNY SLOPE LAKE (1979)
 KH0132
 KH0132                         *CURRENT SURVEY CONTROL
 KH0132  ___________________________________________________________________
 KH0132* NAD 83(1986)-  39 07 06.     (N)    100 33 15.     (W)     SCALED    
 KH0132* NAVD 88     -       875.463  (meters)    2872.25   (feet)  ADJUSTED  
 KH0132  ___________________________________________________________________
 KH0132  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 KH0132  DYNAMIC HT  -         874.774 (meters)    2869.99  (feet)  COMP
 KH0132  MODELED GRAV-     979,811.2   (mgal)                       NAVD 88
 KH0132
 KH0132  VERT ORDER  -  FIRST     CLASS II
 KH0132
 KH0132.The horizontal coordinates were scaled from a topographic map and have
 KH0132.an estimated accuracy of +/- 6 seconds.
 KH0132
 KH0132.The orthometric height was determined by differential leveling
 KH0132.and adjusted by the National Geodetic Survey in June 1991..
 KH0132
 KH0132.The geoid height was determined by GEOID03.
 KH0132
 KH0132.The dynamic height is computed by dividing the NAVD 88
 KH0132.geopotential number by the normal gravity value computed on the
 KH0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0132.degrees latitude (g = 980.6199 gals.).
 KH0132
 KH0132.The modeled gravity was interpolated from observed gravity values.
 KH0132
 KH0132;                    North         East    Units  Estimated Accuracy
 KH0132;SPC KS N     -    90,260.      179,150.      MT  (+/- 180 meters Scaled)
 KH0132
 KH0132                          SUPERSEDED SURVEY CONTROL
 KH0132
 KH0132  NGVD 29 (??/??/92)  875.132  (m)         2871.16   (f) ADJ UNCH    1 2
 KH0132
 KH0132.Superseded values are not recommended for survey control.
 KH0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0132.See file dsdata.txt to determine how the superseded data were derived.
 KH0132
 KH0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ656310(NAD 83)
 KH0132_MARKER: DB = BENCH MARK DISK
 KH0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0132_STAMPING: J 301 1952
 KH0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0132+STABILITY: SURFACE MOTION
 KH0132
 KH0132  HISTORY     - Date     Condition        Report By
 KH0132  HISTORY     - 1952     MONUMENTED       CGS
 KH0132  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0132  HISTORY     - 1986     MARK NOT FOUND   NGS
 KH0132
 KH0132                          STATION DESCRIPTION
 KH0132
 KH0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0132'4.7 MI W FROM GRAINFIELD.
 KH0132'4.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0132'RAILROAD STATION AT GRAINFIELD, 52.5 FEET SOUTH OF THE CENTER
 KH0132'LINE OF THE HIGHWAY, 24 FEET WEST OF THE CENTER LINE OF A NORTH
 KH0132'AND SOUTH DIRT ROAD, 23 FEET SOUTHEAST OF A TELEPHONE POLE, 3
 KH0132'FEET NORTHEAST OF A FENCE, 8.6 FEET NORTHWEST OF A WITNESS POST,
 KH0132'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 KH0132'THE GROUND.
 KH0132
 KH0132                          STATION RECOVERY (1975)
 KH0132
 KH0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0132'MARK NOT FOUND.
 KH0132
 KH0132                          STATION RECOVERY (1986)
 KH0132
 KH0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0132'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0599 ***********************************************************************
 JG0599  DESIGNATION -  J 302
 JG0599  PID         -  JG0599
 JG0599  STATE/COUNTY-  KS/TREGO
 JG0599  USGS QUAD   -  TREGO CENTER (1960)
 JG0599
 JG0599                         *CURRENT SURVEY CONTROL
 JG0599  ___________________________________________________________________
 JG0599* NAD 83(1986)-  38 53 05.     (N)    099 53 28.     (W)     SCALED    
 JG0599* NAVD 88     -       726.230  (meters)    2382.64   (feet)  ADJUSTED  
 JG0599  ___________________________________________________________________
 JG0599  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 JG0599  DYNAMIC HT  -         725.670 (meters)    2380.80  (feet)  COMP
 JG0599  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 JG0599
 JG0599  VERT ORDER  -  FIRST     CLASS II
 JG0599
 JG0599.The horizontal coordinates were scaled from a topographic map and have
 JG0599.an estimated accuracy of +/- 6 seconds.
 JG0599
 JG0599.The orthometric height was determined by differential leveling
 JG0599.and adjusted by the National Geodetic Survey in June 1991..
 JG0599
 JG0599.The geoid height was determined by GEOID03.
 JG0599
 JG0599.The dynamic height is computed by dividing the NAVD 88
 JG0599.geopotential number by the normal gravity value computed on the
 JG0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0599.degrees latitude (g = 980.6199 gals.).
 JG0599
 JG0599.The modeled gravity was interpolated from observed gravity values.
 JG0599
 JG0599;                    North         East    Units  Estimated Accuracy
 JG0599;SPC KS N     -    62,920.      235,930.      MT  (+/- 180 meters Scaled)
 JG0599
 JG0599                          SUPERSEDED SURVEY CONTROL
 JG0599
 JG0599  NGVD 29 (??/??/92)  725.930  (m)         2381.66   (f) ADJ UNCH    1 2
 JG0599
 JG0599.Superseded values are not recommended for survey control.
 JG0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0599.See file dsdata.txt to determine how the superseded data were derived.
 JG0599
 JG0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ227043(NAD 83)
 JG0599_MARKER: DB = BENCH MARK DISK
 JG0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0599_SP_SET: CULVERT
 JG0599_STAMPING: J 302 1953
 JG0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0599
 JG0599  HISTORY     - Date     Condition        Report By
 JG0599  HISTORY     - 1953     MONUMENTED       CGS
 JG0599
 JG0599                          STATION DESCRIPTION
 JG0599
 JG0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0599'9.4 MI S FROM WAKEENEY.
 JG0599'9.4 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0599'U.S. HIGHWAY 40 AT WAKEENEY, 73 FEET EAST OF THE CENTER LINE
 JG0599'OF THE HIGHWAY, 16 FEET NORTH OF THE CENTER LINE OF AN EAST
 JG0599'AND WEST ROAD, 74 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 JG0599'CATHOLIC CHURCH, 72 FEET SOUTH OF THE TREGO CENTER STORE, SET
 JG0599'IN THE TOP OF THE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 JG0599'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0611 ***********************************************************************
 JG0611  DESIGNATION -  J 303
 JG0611  PID         -  JG0611
 JG0611  STATE/COUNTY-  KS/TREGO
 JG0611  USGS QUAD   -  FORT DOWNER (1974)
 JG0611
 JG0611                         *CURRENT SURVEY CONTROL
 JG0611  ___________________________________________________________________
 JG0611* NAD 83(1986)-  38 46 09.     (N)    099 53 47.     (W)     SCALED    
 JG0611* NAVD 88     -       667.485  (meters)    2189.91   (feet)  ADJUSTED  
 JG0611  ___________________________________________________________________
 JG0611  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 JG0611  DYNAMIC HT  -         666.974 (meters)    2188.23  (feet)  COMP
 JG0611  MODELED GRAV-     979,840.4   (mgal)                       NAVD 88
 JG0611
 JG0611  VERT ORDER  -  FIRST     CLASS II
 JG0611
 JG0611.The horizontal coordinates were scaled from a topographic map and have
 JG0611.an estimated accuracy of +/- 6 seconds.
 JG0611
 JG0611.The orthometric height was determined by differential leveling
 JG0611.and adjusted by the National Geodetic Survey in June 1991..
 JG0611
 JG0611.The geoid height was determined by GEOID03.
 JG0611
 JG0611.The dynamic height is computed by dividing the NAVD 88
 JG0611.geopotential number by the normal gravity value computed on the
 JG0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0611.degrees latitude (g = 980.6199 gals.).
 JG0611
 JG0611.The modeled gravity was interpolated from observed gravity values.
 JG0611
 JG0611;                    North         East    Units  Estimated Accuracy
 JG0611;SPC KS N     -    50,110.      235,200.      MT  (+/- 180 meters Scaled)
 JG0611
 JG0611                          SUPERSEDED SURVEY CONTROL
 JG0611
 JG0611  NGVD 29 (??/??/92)  667.201  (m)         2188.98   (f) ADJ UNCH    1 2
 JG0611
 JG0611.Superseded values are not recommended for survey control.
 JG0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0611.See file dsdata.txt to determine how the superseded data were derived.
 JG0611
 JG0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH221915(NAD 83)
 JG0611_MARKER: DB = BENCH MARK DISK
 JG0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0611_STAMPING: J 303 1953
 JG0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0611+STABILITY: SURFACE MOTION
 JG0611
 JG0611  HISTORY     - Date     Condition        Report By
 JG0611  HISTORY     - 1953     MONUMENTED       CGS
 JG0611
 JG0611                          STATION DESCRIPTION
 JG0611
 JG0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0611'10.3 MI NE FROM RANSOM.
 JG0611'0.7 MILE EAST ALONG STATE HIGHWAY 4 FROM THE HIGH SCHOOL AT
 JG0611'RANSOM, THENCE 3.8 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE
 JG0611'0.2 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 2.9 MILES NORTH
 JG0611'ALONG A GRADED DIRT ROAD, THENCE 0.3 MILE EAST ALONG A PRIVATE
 JG0611'ROAD, THENCE 0.4 MILE EAST ALONG A LANE, THENCE 2.0 MILES NORTH
 JG0611'ALONG U.S. HIGHWAY 283, 0.3 MILE NORTH OF THE NORTH END OF A
 JG0611'CUT, 218.5 FEET SOUTHWEST OF THE SOUTH END OF THE WEST HEADWALL
 JG0611'OF A CONCRETE CULVERT, 76 FEET WEST OF THE CENTER LINE OF THE
 JG0611'HIGHWAY, 2 FEET EAST OF A FENCE, 1.5 FEET WEST OF A WITNESS POST,
 JG0611'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 JG0611'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0330 ***********************************************************************
 JG0330  DESIGNATION -  J 304
 JG0330  PID         -  JG0330
 JG0330  STATE/COUNTY-  KS/ELLIS
 JG0330  USGS QUAD   -  GORHAM (1967)
 JG0330
 JG0330                         *CURRENT SURVEY CONTROL
 JG0330  ___________________________________________________________________
 JG0330* NAD 83(1986)-  38 53 16.     (N)    099 06 48.     (W)     SCALED    
 JG0330* NAVD 88     -       594.481  (meters)    1950.39   (feet)  ADJUSTED  
 JG0330  ___________________________________________________________________
 JG0330  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0330  DYNAMIC HT  -         594.050 (meters)    1948.98  (feet)  COMP
 JG0330  MODELED GRAV-     979,882.6   (mgal)                       NAVD 88
 JG0330
 JG0330  VERT ORDER  -  FIRST     CLASS II
 JG0330
 JG0330.The horizontal coordinates were scaled from a topographic map and have
 JG0330.an estimated accuracy of +/- 6 seconds.
 JG0330
 JG0330.The orthometric height was determined by differential leveling
 JG0330.and adjusted by the National Geodetic Survey in June 1991..
 JG0330
 JG0330.The geoid height was determined by GEOID03.
 JG0330
 JG0330.The dynamic height is computed by dividing the NAVD 88
 JG0330.geopotential number by the normal gravity value computed on the
 JG0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0330.degrees latitude (g = 980.6199 gals.).
 JG0330
 JG0330.The modeled gravity was interpolated from observed gravity values.
 JG0330
 JG0330;                    North         East    Units  Estimated Accuracy
 JG0330;SPC KS N     -    62,140.      303,410.      MT  (+/- 180 meters Scaled)
 JG0330
 JG0330                          SUPERSEDED SURVEY CONTROL
 JG0330
 JG0330  NGVD 29 (??/??/92)  594.241  (m)         1949.61   (f) ADJ UNCH    1 2
 JG0330
 JG0330.Superseded values are not recommended for survey control.
 JG0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0330.See file dsdata.txt to determine how the superseded data were derived.
 JG0330
 JG0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ901043(NAD 83)
 JG0330_MARKER: DB = BENCH MARK DISK
 JG0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0330_SP_SET: CONCRETE FOUNDATION
 JG0330_STAMPING: J 304 1953
 JG0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0330
 JG0330  HISTORY     - Date     Condition        Report By
 JG0330  HISTORY     - 1953     MONUMENTED       CGS
 JG0330
 JG0330                          STATION DESCRIPTION
 JG0330
 JG0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0330'4.1 MI NE FROM VICTORIA.
 JG0330'2.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0330'RAILROAD STATION AT VICTORIA, THENCE 2.1 MILES NORTH ALONG AN
 JG0330'OILED ROAD, 181 FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD
 JG0330'LEADING EAST TO THE HANGARS AT THE VICTORIA AIRPORT, 156 FEET
 JG0330'EAST OF THE CENTER LINE OF A NORTH AND SOUTH OILED ROAD, 35
 JG0330'FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRICK SMOKE STACK,
 JG0330'9.3 FEET SOUTH OF THE NORTHWEST CORNER OF THE CONCRETE PLATFORM
 JG0330'OF AN INCINERATOR, 0.7 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 JG0330'WEST CONCRETE FOUNDATION OF A SQUARE PIT WHICH IS PART OF THE
 JG0330'INCINERATOR, AT THE WEST ENTRANCE TO THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0221 ***********************************************************************
 JG0221  DESIGNATION -  J 305
 JG0221  PID         -  JG0221
 JG0221  STATE/COUNTY-  KS/RUSSELL
 JG0221  USGS QUAD   -  DORRANCE (1979)
 JG0221
 JG0221                         *CURRENT SURVEY CONTROL
 JG0221  ___________________________________________________________________
 JG0221* NAD 83(1986)-  38 51 22.     (N)    098 37 18.     (W)     SCALED    
 JG0221* NAVD 88     -       544.370  (meters)    1785.99   (feet)  ADJUSTED  
 JG0221  ___________________________________________________________________
 JG0221  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 JG0221  DYNAMIC HT  -         543.990 (meters)    1784.74  (feet)  COMP
 JG0221  MODELED GRAV-     979,912.6   (mgal)                       NAVD 88
 JG0221
 JG0221  VERT ORDER  -  FIRST     CLASS II
 JG0221
 JG0221.The horizontal coordinates were scaled from a topographic map and have
 JG0221.an estimated accuracy of +/- 6 seconds.
 JG0221
 JG0221.The orthometric height was determined by differential leveling
 JG0221.and adjusted by the National Geodetic Survey in June 1991..
 JG0221
 JG0221.The geoid height was determined by GEOID03.
 JG0221
 JG0221.The dynamic height is computed by dividing the NAVD 88
 JG0221.geopotential number by the normal gravity value computed on the
 JG0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0221.degrees latitude (g = 980.6199 gals.).
 JG0221
 JG0221.The modeled gravity was interpolated from observed gravity values.
 JG0221
 JG0221;                    North         East    Units  Estimated Accuracy
 JG0221;SPC KS N     -    58,220.      346,040.      MT  (+/- 180 meters Scaled)
 JG0221
 JG0221                          SUPERSEDED SURVEY CONTROL
 JG0221
 JG0221  NGVD 29 (??/??/92)  544.181  (m)         1785.37   (f) ADJ UNCH    1 2
 JG0221
 JG0221.Superseded values are not recommended for survey control.
 JG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0221.See file dsdata.txt to determine how the superseded data were derived.
 JG0221
 JG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ328008(NAD 83)
 JG0221_MARKER: DB = BENCH MARK DISK
 JG0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0221_STAMPING: J 305 1953
 JG0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0221+STABILITY: SURFACE MOTION
 JG0221
 JG0221  HISTORY     - Date     Condition        Report By
 JG0221  HISTORY     - 1953     MONUMENTED       CGS
 JG0221  HISTORY     - 1983     MARK NOT FOUND   KSDT
 JG0221
 JG0221                          STATION DESCRIPTION
 JG0221
 JG0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0221'1.8 MI W FROM DORRANCE.
 JG0221'1.85 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0221'AT DORRANCE, AT A ROAD CROSSING, 197.5 FEET NORTH OF THE CENTER
 JG0221'LINE OF U.S. HIGHWAY 40, 175 FEET NORTH OF THE NORTH HEADWALL
 JG0221'OF A CONCRETE CULVERT UNDER THE HIGHWAY, 64 FEET SOUTHEAST OF THE
 JG0221'CENTER LINE OF A DIRT ROAD, 45.5 FEET SOUTH OF THE SOUTH RAIL,
 JG0221'10.5 FEET SOUTHWEST OF A POWER POLE, 2.5 FEET NORTH OF A FENCE,
 JG0221'1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JG0221'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 JG0221
 JG0221                          STATION RECOVERY (1983)
 JG0221
 JG0221'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983
 JG0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0039 ***********************************************************************
 HG0039  DESIGNATION -  J 307
 HG0039  PID         -  HG0039
 HG0039  STATE/COUNTY-  KS/KINGMAN
 HG0039  USGS QUAD   -  CLEVELAND (1967)
 HG0039
 HG0039                         *CURRENT SURVEY CONTROL
 HG0039  ___________________________________________________________________
 HG0039* NAD 83(1986)-  37 37 29.     (N)    098 08 19.     (W)     SCALED    
 HG0039* NAVD 88     -       473.711  (meters)    1554.17   (feet)  POSTED    
 HG0039  ___________________________________________________________________
 HG0039  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 HG0039  DYNAMIC HT  -         473.320 (meters)    1552.88  (feet)  COMP
 HG0039  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 HG0039
 HG0039  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HG0039
 HG0039.The horizontal coordinates were scaled from a topographic map and have
 HG0039.an estimated accuracy of +/- 6 seconds.
 HG0039
 HG0039.The orthometric height was determined by differential leveling
 HG0039.and adjusted by the National Geodetic Survey in 1992..
 HG0039.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HG0039.rate of 1.1 thru 2.0 mm/km.
 HG0039
 HG0039.The geoid height was determined by GEOID03.
 HG0039
 HG0039.The dynamic height is computed by dividing the NAVD 88
 HG0039.geopotential number by the normal gravity value computed on the
 HG0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0039.degrees latitude (g = 980.6199 gals.).
 HG0039
 HG0039.The modeled gravity was interpolated from observed gravity values.
 HG0039
 HG0039;                    North         East    Units  Estimated Accuracy
 HG0039;SPC KS S     -   506,390.      431,900.      MT  (+/- 180 meters Scaled)
 HG0039
 HG0039                          SUPERSEDED SURVEY CONTROL
 HG0039
 HG0039  NGVD 29 (??/??/92)  473.533  (m)         1553.58   (f) ADJ UNCH    1 2
 HG0039
 HG0039.Superseded values are not recommended for survey control.
 HG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0039.See file dsdata.txt to determine how the superseded data were derived.
 HG0039
 HG0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG760645(NAD 83)
 HG0039_MARKER: DB = BENCH MARK DISK
 HG0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0039_STAMPING: J 307 1953
 HG0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0039+STABILITY: SURFACE MOTION
 HG0039
 HG0039  HISTORY     - Date     Condition        Report By
 HG0039  HISTORY     - 1953     MONUMENTED       CGS
 HG0039  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0039
 HG0039                          STATION DESCRIPTION
 HG0039
 HG0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0039'2.2 MI SW FROM KINGMAN.
 HG0039'2.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0039'RAILROAD FROM THE STATION AT KINGMAN, ACROSS THE TRACK FROM
 HG0039'MILEPOST 34, 0.3 MILE NORTH OF A ROAD CROSSING, 47 FEET EAST
 HG0039'OF THE EAST RAIL, 2 FEET WEST OF A FENCE, 3 FEET NORTH OF A
 HG0039'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HG0039'0.5 FOOT ABOVE THE GROUND.
 HG0039
 HG0039                          STATION RECOVERY (1986)
 HG0039
 HG0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0039'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0935 ***********************************************************************
 HF0935  DESIGNATION -  J 308
 HF0935  PID         -  HF0935
 HF0935  STATE/COUNTY-  KS/RENO
 HF0935  USGS QUAD   -  HAVEN (1961)
 HF0935
 HF0935                         *CURRENT SURVEY CONTROL
 HF0935  ___________________________________________________________________
 HF0935* NAD 83(1986)-  37 55 54.     (N)    097 51 08.     (W)     SCALED    
 HF0935* NAVD 88     -       465.782  (meters)    1528.15   (feet)  ADJUSTED  
 HF0935  ___________________________________________________________________
 HF0935  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 HF0935  DYNAMIC HT  -         465.426 (meters)    1526.99  (feet)  COMP
 HF0935  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 HF0935
 HF0935  VERT ORDER  -  SECOND    CLASS 0
 HF0935
 HF0935.The horizontal coordinates were scaled from a topographic map and have
 HF0935.an estimated accuracy of +/- 6 seconds.
 HF0935
 HF0935.The orthometric height was determined by differential leveling
 HF0935.and adjusted by the National Geodetic Survey in June 1991..
 HF0935
 HF0935.The geoid height was determined by GEOID03.
 HF0935
 HF0935.The dynamic height is computed by dividing the NAVD 88
 HF0935.geopotential number by the normal gravity value computed on the
 HF0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0935.degrees latitude (g = 980.6199 gals.).
 HF0935
 HF0935.The modeled gravity was interpolated from observed gravity values.
 HF0935
 HF0935;                    North         East    Units  Estimated Accuracy
 HF0935;SPC KS S     -   540,590.      456,950.      MT  (+/- 180 meters Scaled)
 HF0935
 HF0935                          SUPERSEDED SURVEY CONTROL
 HF0935
 HF0935  NGVD 29 (??/??/92)  465.637  (m)         1527.68   (f) ADJ UNCH    2 0
 HF0935
 HF0935.Superseded values are not recommended for survey control.
 HF0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0935.See file dsdata.txt to determine how the superseded data were derived.
 HF0935
 HF0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG008988(NAD 83)
 HF0935_MARKER: DB = BENCH MARK DISK
 HF0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0935_STAMPING: J 308 1953
 HF0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0935+STABILITY: SURFACE MOTION
 HF0935
 HF0935  HISTORY     - Date     Condition        Report By
 HF0935  HISTORY     - 1953     MONUMENTED       CGS
 HF0935
 HF0935                          STATION DESCRIPTION
 HF0935
 HF0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0935'1.1 MI SE FROM YODER.
 HF0935'1.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0935'THE STATION AT YODER, 4 POLES NORTHWEST OF MILEPOST 521-10,
 HF0935'43 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTHWEST OF
 HF0935'A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, 6 FEET ABOVE THE
 HF0935'TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0935'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0170 ***********************************************************************
 HG0170  DESIGNATION -  J 309
 HG0170  PID         -  HG0170
 HG0170  STATE/COUNTY-  KS/HARPER
 HG0170  USGS QUAD   -  HARPER (1973)
 HG0170
 HG0170                         *CURRENT SURVEY CONTROL
 HG0170  ___________________________________________________________________
 HG0170* NAD 83(1986)-  37 18 49.     (N)    098 02 59.     (W)     SCALED    
 HG0170* NAVD 88     -       444.986  (meters)    1459.92   (feet)  ADJUSTED  
 HG0170  ___________________________________________________________________
 HG0170  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HG0170  DYNAMIC HT  -         444.613 (meters)    1458.70  (feet)  COMP
 HG0170  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 HG0170
 HG0170  VERT ORDER  -  FIRST     CLASS II
 HG0170
 HG0170.The horizontal coordinates were scaled from a topographic map and have
 HG0170.an estimated accuracy of +/- 6 seconds.
 HG0170
 HG0170.The orthometric height was determined by differential leveling
 HG0170.and adjusted by the National Geodetic Survey in June 1991..
 HG0170
 HG0170.The geoid height was determined by GEOID03.
 HG0170
 HG0170.The dynamic height is computed by dividing the NAVD 88
 HG0170.geopotential number by the normal gravity value computed on the
 HG0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0170.degrees latitude (g = 980.6199 gals.).
 HG0170
 HG0170.The modeled gravity was interpolated from observed gravity values.
 HG0170
 HG0170;                    North         East    Units  Estimated Accuracy
 HG0170;SPC KS S     -   471,900.      439,910.      MT  (+/- 180 meters Scaled)
 HG0170
 HG0170                          SUPERSEDED SURVEY CONTROL
 HG0170
 HG0170  NGVD 29 (??/??/92)  444.854  (m)         1459.49   (f) ADJ UNCH    1 2
 HG0170
 HG0170.Superseded values are not recommended for survey control.
 HG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0170.See file dsdata.txt to determine how the superseded data were derived.
 HG0170
 HG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG842300(NAD 83)
 HG0170_MARKER: DB = BENCH MARK DISK
 HG0170_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HG0170_SP_SET: HEADWALL
 HG0170_STAMPING: J 309 1953
 HG0170_MARK LOGO: CGS   
 HG0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0170+STABILITY: SURFACE MOTION
 HG0170
 HG0170  HISTORY     - Date     Condition        Report By
 HG0170  HISTORY     - 1953     MONUMENTED       CGS
 HG0170  HISTORY     - 1985     GOOD             NGS
 HG0170
 HG0170                          STATION DESCRIPTION
 HG0170
 HG0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0170'2 MI NW FROM HARPER.
 HG0170'2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0170'RAILROAD FROM THE STATION A HARPER, 2 1/2 POLES NORTHWEST OF
 HG0170'MILEPOST 58, ACROSS THE TRACK FROM BRIDGE 57 B, 89 FEET NORTHEAST
 HG0170'OF THE NORTHEAST RAIL, 20 FEET SOUTHWEST OF THE CENTER LINE
 HG0170'OF STATE HIGHWAY 14, SET IN THE TOP OF THE SOUTHEAST END OF
 HG0170'THE SOUTHWEST HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE
 HG0170'HIGHWAY.
 HG0170
 HG0170                          STATION RECOVERY (1985)
 HG0170
 HG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0865 ***********************************************************************
 JF0865  DESIGNATION -  J 31
 JF0865  PID         -  JF0865
 JF0865  STATE/COUNTY-  KS/MCPHERSON
 JF0865  USGS QUAD   -  GALVA (1985)
 JF0865
 JF0865                         *CURRENT SURVEY CONTROL
 JF0865  ___________________________________________________________________
 JF0865* NAD 83(1986)-  38 23 03.     (N)    097 33 22.     (W)     SCALED    
 JF0865* NAVD 88     -       468.826  (meters)    1538.14   (feet)  ADJUSTED  
 JF0865  ___________________________________________________________________
 JF0865  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 JF0865  DYNAMIC HT  -         468.485 (meters)    1537.02  (feet)  COMP
 JF0865  MODELED GRAV-     979,885.2   (mgal)                       NAVD 88
 JF0865
 JF0865  VERT ORDER  -  SECOND    CLASS 0
 JF0865
 JF0865.The horizontal coordinates were scaled from a topographic map and have
 JF0865.an estimated accuracy of +/- 6 seconds.
 JF0865
 JF0865.The orthometric height was determined by differential leveling
 JF0865.and adjusted by the National Geodetic Survey in June 1991..
 JF0865
 JF0865.The geoid height was determined by GEOID03.
 JF0865
 JF0865.The dynamic height is computed by dividing the NAVD 88
 JF0865.geopotential number by the normal gravity value computed on the
 JF0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0865.degrees latitude (g = 980.6199 gals.).
 JF0865
 JF0865.The modeled gravity was interpolated from observed gravity values.
 JF0865
 JF0865;                    North         East    Units  Estimated Accuracy
 JF0865;SPC KS S     -   591,040.      482,470.      MT  (+/- 180 meters Scaled)
 JF0865
 JF0865                          SUPERSEDED SURVEY CONTROL
 JF0865
 JF0865  NGVD 29 (??/??/92)  468.649  (m)         1537.56   (f) ADJ UNCH    2 0
 JF0865
 JF0865.Superseded values are not recommended for survey control.
 JF0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0865.See file dsdata.txt to determine how the superseded data were derived.
 JF0865
 JF0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH261494(NAD 83)
 JF0865_MARKER: DB = BENCH MARK DISK
 JF0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0865+STABILITY: SURFACE MOTION
 JF0865
 JF0865  HISTORY     - Date     Condition        Report By
 JF0865  HISTORY     - UNK      MONUMENTED       CGS
 JF0865  HISTORY     - 1934     GOOD             NGS
 JF0865
 JF0865                          STATION DESCRIPTION
 JF0865
 JF0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0865'1 MI W FROM GALVA.
 JF0865'LOCATED ALONG THE R. OF W. OF SANTA FE R.R. CO.  50 FT. SOUTH OF THE
 JF0865'CENTER LINE OF THE C.R.I. AND P.R.R. 48 FT. NORTH OF THE CENTER LINE
 JF0865'OF THE SANTA FE R.R.  27 FT. WEST OF THE CENTER OF SECTION LINE ROAD.
 JF0865'2.4 FT. SOUTH OF RIGHT OF WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0201 ***********************************************************************
 HG0201  DESIGNATION -  J 310
 HG0201  PID         -  HG0201
 HG0201  STATE/COUNTY-  KS/HARPER
 HG0201  USGS QUAD   -  ANTHONY (1983)
 HG0201
 HG0201                         *CURRENT SURVEY CONTROL
 HG0201  ___________________________________________________________________
 HG0201* NAD 83(1986)-  37 08 15.     (N)    098 02 22.     (W)     SCALED    
 HG0201* NAVD 88     -       397.591  (meters)    1304.43   (feet)  ADJUSTED  
 HG0201  ___________________________________________________________________
 HG0201  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HG0201  DYNAMIC HT  -         397.258 (meters)    1303.34  (feet)  COMP
 HG0201  MODELED GRAV-     979,781.4   (mgal)                       NAVD 88
 HG0201
 HG0201  VERT ORDER  -  FIRST     CLASS II
 HG0201
 HG0201.The horizontal coordinates were scaled from a topographic map and have
 HG0201.an estimated accuracy of +/- 6 seconds.
 HG0201
 HG0201.The orthometric height was determined by differential leveling
 HG0201.and adjusted by the National Geodetic Survey in June 1991..
 HG0201
 HG0201.The geoid height was determined by GEOID03.
 HG0201
 HG0201.The dynamic height is computed by dividing the NAVD 88
 HG0201.geopotential number by the normal gravity value computed on the
 HG0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0201.degrees latitude (g = 980.6199 gals.).
 HG0201
 HG0201.The modeled gravity was interpolated from observed gravity values.
 HG0201
 HG0201;                    North         East    Units  Estimated Accuracy
 HG0201;SPC KS S     -   452,360.      440,920.      MT  (+/- 180 meters Scaled)
 HG0201
 HG0201                          SUPERSEDED SURVEY CONTROL
 HG0201
 HG0201  NGVD 29 (??/??/92)  397.467  (m)         1304.02   (f) ADJ UNCH    1 2
 HG0201
 HG0201.Superseded values are not recommended for survey control.
 HG0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0201.See file dsdata.txt to determine how the superseded data were derived.
 HG0201
 HG0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG853105(NAD 83)
 HG0201_MARKER: DB = BENCH MARK DISK
 HG0201_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HG0201_SP_SET: RETAINING WALL
 HG0201_STAMPING: J 310 1953
 HG0201_MARK LOGO: CGS   
 HG0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0201+STABILITY: SURFACE MOTION
 HG0201
 HG0201  HISTORY     - Date     Condition        Report By
 HG0201  HISTORY     - 1953     MONUMENTED       CGS
 HG0201  HISTORY     - 1985     POOR             NGS
 HG0201
 HG0201                          STATION DESCRIPTION
 HG0201
 HG0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0201'0.9 MI S FROM ANTHONY.
 HG0201'0.9 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0201'FROM THE STATION AT ANTHONY, AT A ROAD CROSSING, 125 FEET WEST OF
 HG0201'THE WEST RAIL, 12 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 HG0201'WEST ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 HG0201'OF A LARGE CONCRETE CULVERT UNDER THE ROAD.
 HG0201
 HG0201                          STATION RECOVERY (1985)
 HG0201
 HG0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0201'RECOVERED IN POOR CONDITION,  EXCEPT THE DISK IS LOOSE AND WILL NOT BE
 HG0201'LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0103 ***********************************************************************
 HG0103  DESIGNATION -  J 311
 HG0103  PID         -  HG0103
 HG0103  STATE/COUNTY-  KS/KINGMAN
 HG0103  USGS QUAD   -  ALAMEDA (1967)
 HG0103
 HG0103                         *CURRENT SURVEY CONTROL
 HG0103  ___________________________________________________________________
 HG0103* NAD 83(1986)-  37 36 16.     (N)    098 00 32.     (W)     SCALED    
 HG0103* NAVD 88     -       476.342  (meters)    1562.80   (feet)  ADJUSTED  
 HG0103  ___________________________________________________________________
 HG0103  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HG0103  DYNAMIC HT  -         475.954 (meters)    1561.53  (feet)  COMP
 HG0103  MODELED GRAV-     979,800.3   (mgal)                       NAVD 88
 HG0103
 HG0103  VERT ORDER  -  SECOND    CLASS 0
 HG0103
 HG0103.The horizontal coordinates were scaled from a topographic map and have
 HG0103.an estimated accuracy of +/- 6 seconds.
 HG0103
 HG0103.The orthometric height was determined by differential leveling
 HG0103.and adjusted by the National Geodetic Survey in June 1991..
 HG0103
 HG0103.The geoid height was determined by GEOID03.
 HG0103
 HG0103.The dynamic height is computed by dividing the NAVD 88
 HG0103.geopotential number by the normal gravity value computed on the
 HG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0103.degrees latitude (g = 980.6199 gals.).
 HG0103
 HG0103.The modeled gravity was interpolated from observed gravity values.
 HG0103
 HG0103;                    North         East    Units  Estimated Accuracy
 HG0103;SPC KS S     -   504,190.      443,360.      MT  (+/- 180 meters Scaled)
 HG0103
 HG0103                          SUPERSEDED SURVEY CONTROL
 HG0103
 HG0103  NGVD 29 (??/??/92)  476.192  (m)         1562.31   (f) ADJ UNCH    2 0
 HG0103
 HG0103.Superseded values are not recommended for survey control.
 HG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0103.See file dsdata.txt to determine how the superseded data were derived.
 HG0103
 HG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG874623(NAD 83)
 HG0103_MARKER: DB = BENCH MARK DISK
 HG0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0103_STAMPING: J 311 1956
 HG0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0103+STABILITY: SURFACE MOTION
 HG0103
 HG0103  HISTORY     - Date     Condition        Report By
 HG0103  HISTORY     - 1956     MONUMENTED       CGS
 HG0103  HISTORY     - 1963     GOOD             USGS
 HG0103
 HG0103                          STATION DESCRIPTION
 HG0103
 HG0103'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HG0103'0.6 MI S FROM KINGMAN.
 HG0103'KINGMAN, KINGMAN COUNTY, 3.0 MI. S. AND 5.8 MI. E. OF, T. 28
 HG0103'R. 6 W., NEAR COR. SECS. 17, 18, 19 AND 20, 56 FT. N. AND 24 FT.
 HG0103'W. OF CENTERLINE OF N-8 RD.  AT TPRD. E., 6 FT. W. OF A FENCE AND
 HG0103'WHITE WITNESS POST, IN THE TOP OF A CONC. POST PROJECTING 6 IN,
 HG0103'ABOVE GROUND, A STANDARD USC AND GS TABLET, STAMPED J 311 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0956 ***********************************************************************
 HF0956  DESIGNATION -  J 312
 HF0956  PID         -  HF0956
 HF0956  STATE/COUNTY-  KS/SEDGWICK
 HF0956  USGS QUAD   -  LAKE AFTON (1980)
 HF0956
 HF0956                         *CURRENT SURVEY CONTROL
 HF0956  ___________________________________________________________________
 HF0956* NAD 83(1986)-  37 33 40.     (N)    097 42 58.     (W)     SCALED    
 HF0956* NAVD 88     -       404.421  (meters)    1326.84   (feet)  ADJUSTED  
 HF0956  ___________________________________________________________________
 HF0956  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 HF0956  DYNAMIC HT  -         404.091 (meters)    1325.76  (feet)  COMP
 HF0956  MODELED GRAV-     979,802.4   (mgal)                       NAVD 88
 HF0956
 HF0956  VERT ORDER  -  SECOND    CLASS 0
 HF0956
 HF0956.The horizontal coordinates were scaled from a topographic map and have
 HF0956.an estimated accuracy of +/- 6 seconds.
 HF0956
 HF0956.The orthometric height was determined by differential leveling
 HF0956.and adjusted by the National Geodetic Survey in June 1991..
 HF0956
 HF0956.The geoid height was determined by GEOID03.
 HF0956
 HF0956.The dynamic height is computed by dividing the NAVD 88
 HF0956.geopotential number by the normal gravity value computed on the
 HF0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0956.degrees latitude (g = 980.6199 gals.).
 HF0956
 HF0956.The modeled gravity was interpolated from observed gravity values.
 HF0956
 HF0956;                    North         East    Units  Estimated Accuracy
 HF0956;SPC KS S     -   499,560.      469,260.      MT  (+/- 180 meters Scaled)
 HF0956
 HF0956                          SUPERSEDED SURVEY CONTROL
 HF0956
 HF0956  NGVD 29 (??/??/92)  404.283  (m)         1326.39   (f) ADJ UNCH    2 0
 HF0956
 HF0956.Superseded values are not recommended for survey control.
 HF0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0956.See file dsdata.txt to determine how the superseded data were derived.
 HF0956
 HF0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG133578(NAD 83)
 HF0956_MARKER: DB = BENCH MARK DISK
 HF0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0956_STAMPING: J 312 1956
 HF0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0956+STABILITY: SURFACE MOTION
 HF0956
 HF0956  HISTORY     - Date     Condition        Report By
 HF0956  HISTORY     - 1956     MONUMENTED       CGS
 HF0956
 HF0956                          STATION DESCRIPTION
 HF0956
 HF0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0956'7.9 MI SE FROM CHENEY.
 HF0956'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0956'FROM THE STATION AT CHENEY, THENCE 0.6 MILE SOUTH ALONG A GRADED
 HF0956'DIRT ROAD, THENCE 3.0 MILES SOUTH ALONG AN OILED ROAD, THENCE 2.0
 HF0956'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.85 MILE SOUTH ALONG
 HF0956'A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A GRADED DIRT
 HF0956'ROAD, 49 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 HF0956'30 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD,
 HF0956'22 FEET NORTH OF A TELEPHONE POLE, 19 FEET SOUTH OF A TELEPHONE
 HF0956'POLE, 1.4 FEET WEST OF A FENCE, 1.9 FEET NORTH OF A WITNESS
 HF0956'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 HF0956'ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 1, TOWNSHIP 29
 HF0956'SOUTH, RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1009 ***********************************************************************
 HF1009  DESIGNATION -  J 313
 HF1009  PID         -  HF1009
 HF1009  STATE/COUNTY-  KS/SEDGWICK
 HF1009  USGS QUAD   -  CHENEY (1982)
 HF1009
 HF1009                         *CURRENT SURVEY CONTROL
 HF1009  ___________________________________________________________________
 HF1009* NAD 83(1986)-  37 43 12.     (N)    097 45 12.     (W)     SCALED    
 HF1009* NAVD 88     -       448.988  (meters)    1473.05   (feet)  ADJUSTED  
 HF1009  ___________________________________________________________________
 HF1009  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HF1009  DYNAMIC HT  -         448.627 (meters)    1471.87  (feet)  COMP
 HF1009  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 HF1009
 HF1009  VERT ORDER  -  SECOND    CLASS 0
 HF1009
 HF1009.The horizontal coordinates were scaled from a topographic map and have
 HF1009.an estimated accuracy of +/- 6 seconds.
 HF1009
 HF1009.The orthometric height was determined by differential leveling
 HF1009.and adjusted by the National Geodetic Survey in June 1991..
 HF1009
 HF1009.The geoid height was determined by GEOID03.
 HF1009
 HF1009.The dynamic height is computed by dividing the NAVD 88
 HF1009.geopotential number by the normal gravity value computed on the
 HF1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1009.degrees latitude (g = 980.6199 gals.).
 HF1009
 HF1009.The modeled gravity was interpolated from observed gravity values.
 HF1009
 HF1009;                    North         East    Units  Estimated Accuracy
 HF1009;SPC KS S     -   517,170.      465,830.      MT  (+/- 180 meters Scaled)
 HF1009
 HF1009                          SUPERSEDED SURVEY CONTROL
 HF1009
 HF1009  NGVD 29 (??/??/92)  448.841  (m)         1472.57   (f) ADJ UNCH    2 0
 HF1009
 HF1009.Superseded values are not recommended for survey control.
 HF1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1009.See file dsdata.txt to determine how the superseded data were derived.
 HF1009
 HF1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG098754(NAD 83)
 HF1009_MARKER: DB = BENCH MARK DISK
 HF1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1009_STAMPING: J 313 1956
 HF1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1009+STABILITY: SURFACE MOTION
 HF1009
 HF1009  HISTORY     - Date     Condition        Report By
 HF1009  HISTORY     - 1956     MONUMENTED       CGS
 HF1009  HISTORY     - 1963     MARK NOT FOUND   USGS
 HF1009
 HF1009                          STATION DESCRIPTION
 HF1009
 HF1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1009'9.8 MI N FROM CHENEY.
 HF1009'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1009'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A GRADED
 HF1009'DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54, THENCE 2.0
 HF1009'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE WEST ALONG
 HF1009'A GRADED DIRT ROAD, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT
 HF1009'ROAD, THENCE 2.0 MILES EAST ALONG A GRAVELED ROAD, 37 FEET WEST OF
 HF1009'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 34 FEET SOUTH OF THE
 HF1009'CENTER LINE OF AN EAST AND WEST ROAD, 26 FEET NORTH OF A FORKED
 HF1009'BOX ELDER TREE, 12.6 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET
 HF1009'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF1009'PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 HF1009'SECTION 9, TOWNSHIP 27 SOUTH, RANGE 4 WEST.
 HF1009
 HF1009                          STATION RECOVERY (1963)
 HF1009
 HF1009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HF1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0847 ***********************************************************************
 HF0847  DESIGNATION -  J 314
 HF0847  PID         -  HF0847
 HF0847  STATE/COUNTY-  KS/SUMNER
 HF0847  USGS QUAD   -  CALDWELL NW (1971)
 HF0847
 HF0847                         *CURRENT SURVEY CONTROL
 HF0847  ___________________________________________________________________
 HF0847* NAD 83(1986)-  37 09 18.     (N)    097 39 21.     (W)     SCALED    
 HF0847* NAVD 88     -       378.074  (meters)    1240.40   (feet)  ADJUSTED  
 HF0847  ___________________________________________________________________
 HF0847  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HF0847  DYNAMIC HT  -         377.759 (meters)    1239.36  (feet)  COMP
 HF0847  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 HF0847
 HF0847  VERT ORDER  -  SECOND    CLASS 0
 HF0847
 HF0847.The horizontal coordinates were scaled from a topographic map and have
 HF0847.an estimated accuracy of +/- 6 seconds.
 HF0847
 HF0847.The orthometric height was determined by differential leveling
 HF0847.and adjusted by the National Geodetic Survey in June 1991..
 HF0847
 HF0847.The geoid height was determined by GEOID03.
 HF0847
 HF0847.The dynamic height is computed by dividing the NAVD 88
 HF0847.geopotential number by the normal gravity value computed on the
 HF0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0847.degrees latitude (g = 980.6199 gals.).
 HF0847
 HF0847.The modeled gravity was interpolated from observed gravity values.
 HF0847
 HF0847;                    North         East    Units  Estimated Accuracy
 HF0847;SPC KS S     -   454,540.      474,990.      MT  (+/- 180 meters Scaled)
 HF0847
 HF0847                          SUPERSEDED SURVEY CONTROL
 HF0847
 HF0847  NGVD 29 (??/??/92)  377.962  (m)         1240.03   (f) ADJ UNCH    2 0
 HF0847
 HF0847.Superseded values are not recommended for survey control.
 HF0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0847.See file dsdata.txt to determine how the superseded data were derived.
 HF0847
 HF0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG193129(NAD 83)
 HF0847_MARKER: DB = BENCH MARK DISK
 HF0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0847_STAMPING: J 314 1956
 HF0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0847+STABILITY: SURFACE MOTION
 HF0847
 HF0847  HISTORY     - Date     Condition        Report By
 HF0847  HISTORY     - 1956     MONUMENTED       CGS
 HF0847
 HF0847                          STATION DESCRIPTION
 HF0847
 HF0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0847'8 MI S FROM MILAN.
 HF0847'3.0 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 HF0847'AT MILAN, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE
 HF0847'4.0 MILES SOUTH ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH
 HF0847'STATE HIGHWAY 44, 51 FEET WEST OF THE CENTER LINE OF A NORTH AND
 HF0847'SOUTH ROAD, 36 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.6
 HF0847'FEET SOUTH OF A POWER POLE, 2 FEET EAST OF A WITNESS POST, SET
 HF0847'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 HF0847'GROUND, IN THE NORTHEAST 1/4 OF SECTION 29, TOWNSHIP 33 SOUTH,
 HF0847'RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1043 ***********************************************************************
 HF1043  DESIGNATION -  J 315
 HF1043  PID         -  HF1043
 HF1043  STATE/COUNTY-  KS/RENO
 HF1043  USGS QUAD   -  CASTLETON (1965)
 HF1043
 HF1043                         *CURRENT SURVEY CONTROL
 HF1043  ___________________________________________________________________
 HF1043* NAD 83(1986)-  37 45 47.     (N)    097 53 59.     (W)     SCALED    
 HF1043* NAVD 88     -       445.900  (meters)    1462.92   (feet)  ADJUSTED  
 HF1043  ___________________________________________________________________
 HF1043  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HF1043  DYNAMIC HT  -         445.548 (meters)    1461.77  (feet)  COMP
 HF1043  MODELED GRAV-     979,827.7   (mgal)                       NAVD 88
 HF1043
 HF1043  VERT ORDER  -  SECOND    CLASS 0
 HF1043
 HF1043.The horizontal coordinates were scaled from a topographic map and have
 HF1043.an estimated accuracy of +/- 6 seconds.
 HF1043
 HF1043.The orthometric height was determined by differential leveling
 HF1043.and adjusted by the National Geodetic Survey in June 1991..
 HF1043
 HF1043.The geoid height was determined by GEOID03.
 HF1043
 HF1043.The dynamic height is computed by dividing the NAVD 88
 HF1043.geopotential number by the normal gravity value computed on the
 HF1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1043.degrees latitude (g = 980.6199 gals.).
 HF1043
 HF1043.The modeled gravity was interpolated from observed gravity values.
 HF1043
 HF1043;                    North         East    Units  Estimated Accuracy
 HF1043;SPC KS S     -   521,850.      452,890.      MT  (+/- 180 meters Scaled)
 HF1043
 HF1043                          SUPERSEDED SURVEY CONTROL
 HF1043
 HF1043  NGVD 29 (??/??/92)  445.751  (m)         1462.43   (f) ADJ UNCH    2 0
 HF1043
 HF1043.Superseded values are not recommended for survey control.
 HF1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1043.See file dsdata.txt to determine how the superseded data were derived.
 HF1043
 HF1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG969800(NAD 83)
 HF1043_MARKER: DB = BENCH MARK DISK
 HF1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1043_STAMPING: J 315 1956
 HF1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1043+STABILITY: SURFACE MOTION
 HF1043
 HF1043  HISTORY     - Date     Condition        Report By
 HF1043  HISTORY     - 1956     MONUMENTED       CGS
 HF1043
 HF1043                          STATION DESCRIPTION
 HF1043
 HF1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1043'11.3 MI SE FROM CASTLETON.
 HF1043'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF1043'RAILROAD FROM THE STATION AT CASTLETON, THENCE 0.9 MILE EAST
 HF1043'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 HF1043'ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0
 HF1043'MILE SOUTH ALONG STATE HIGHWAY 17, THENCE 1.0 MILE EAST ALONG
 HF1043'A GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD,
 HF1043'THENCE 1.0 MILE EAST ALONG AN OILED ROAD, THENCE 2.0 MILES SOUTH
 HF1043'ALONG A GRAVELED ROAD, 55 FEET EAST OF THE CENTER LINE OF A
 HF1043'NORTH AND SOUTH ROAD, 34 FEET NORTH OF THE CENTER LINE OF AN
 HF1043'EAST AND WEST ROAD, 1.5 FEET SOUTHWEST OF A FENCE, 2 FEET
 HF1043'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HF1043'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHWEST
 HF1043'1/4 OF SECTION 20, TOWNSHIP 26 SOUTH, RANGE 5 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0557 ***********************************************************************
 HH0557  DESIGNATION -  J 32
 HH0557  PID         -  HH0557
 HH0557  STATE/COUNTY-  KS/HAMILTON
 HH0557  USGS QUAD   -  SYRACUSE WEST (1966)
 HH0557
 HH0557                         *CURRENT SURVEY CONTROL
 HH0557  ___________________________________________________________________
 HH0557* NAD 83(1986)-  37 59 03.     (N)    101 46 17.     (W)     SCALED    
 HH0557* NAVD 88     -       987.870  (meters)    3241.04   (feet)  ADJUSTED  
 HH0557  ___________________________________________________________________
 HH0557  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 HH0557  DYNAMIC HT  -         986.955 (meters)    3238.03  (feet)  COMP
 HH0557  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 HH0557
 HH0557  VERT ORDER  -  FIRST     CLASS II
 HH0557
 HH0557.The horizontal coordinates were scaled from a topographic map and have
 HH0557.an estimated accuracy of +/- 6 seconds.
 HH0557
 HH0557.The orthometric height was determined by differential leveling
 HH0557.and adjusted by the National Geodetic Survey in June 1991..
 HH0557
 HH0557.The geoid height was determined by GEOID03.
 HH0557
 HH0557.The dynamic height is computed by dividing the NAVD 88
 HH0557.geopotential number by the normal gravity value computed on the
 HH0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0557.degrees latitude (g = 980.6199 gals.).
 HH0557
 HH0557.The modeled gravity was interpolated from observed gravity values.
 HH0557
 HH0557;                    North         East    Units  Estimated Accuracy
 HH0557;SPC KS S     -   551,260.      112,680.      MT  (+/- 180 meters Scaled)
 HH0557
 HH0557                          SUPERSEDED SURVEY CONTROL
 HH0557
 HH0557  NGVD 29 (??/??/92)  987.461  (m)         3239.70   (f) ADJ UNCH    1 2
 HH0557
 HH0557.Superseded values are not recommended for survey control.
 HH0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0557.See file dsdata.txt to determine how the superseded data were derived.
 HH0557
 HH0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH566076(NAD 83)
 HH0557_MARKER: DB = BENCH MARK DISK
 HH0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0557_STAMPING: J 32 1934
 HH0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0557+STABILITY: SURFACE MOTION
 HH0557
 HH0557  HISTORY     - Date     Condition        Report By
 HH0557  HISTORY     - 1934     MONUMENTED       CGS
 HH0557  HISTORY     - 1964     MARK NOT FOUND   USGS
 HH0557
 HH0557                          STATION DESCRIPTION
 HH0557
 HH0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0557'1.1 MI W FROM SYRACUSE.
 HH0557'ABOUT 1.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0557'RAILWAY FROM THE STATION AT SYRACUSE, HAMILTON COUNTY, AT
 HH0557'MILEAGE 455.1, 15 FEET WEST OF THE CENTER OF A PRIVATE DIRT-ROAD
 HH0557'CROSSING, 47 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 43
 HH0557'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 50.  A STANDARD
 HH0557'DISK, STAMPED J 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0557
 HH0557                          STATION RECOVERY (1964)
 HH0557
 HH0557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HH0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1251 ***********************************************************************
 JE1251  DESIGNATION -  J 324
 JE1251  PID         -  JE1251
 JE1251  STATE/COUNTY-  KS/OSAGE
 JE1251  USGS QUAD   -  OSAGE CITY (1971)
 JE1251
 JE1251                         *CURRENT SURVEY CONTROL
 JE1251  ___________________________________________________________________
 JE1251* NAD 83(1986)-  38 41 43.     (N)    095 52 07.     (W)     SCALED    
 JE1251* NAVD 88     -       341.372  (meters)    1119.98   (feet)  ADJUSTED  
 JE1251  ___________________________________________________________________
 JE1251  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 JE1251  DYNAMIC HT  -         341.135 (meters)    1119.21  (feet)  COMP
 JE1251  MODELED GRAV-     979,924.8   (mgal)                       NAVD 88
 JE1251
 JE1251  VERT ORDER  -  SECOND    CLASS 0
 JE1251
 JE1251.The horizontal coordinates were scaled from a topographic map and have
 JE1251.an estimated accuracy of +/- 6 seconds.
 JE1251
 JE1251.The orthometric height was determined by differential leveling
 JE1251.and adjusted by the National Geodetic Survey in June 1991..
 JE1251
 JE1251.The geoid height was determined by GEOID03.
 JE1251
 JE1251.The dynamic height is computed by dividing the NAVD 88
 JE1251.geopotential number by the normal gravity value computed on the
 JE1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1251.degrees latitude (g = 980.6199 gals.).
 JE1251
 JE1251.The modeled gravity was interpolated from observed gravity values.
 JE1251
 JE1251;                    North         East    Units  Estimated Accuracy
 JE1251;SPC KS S     -   628,390.      628,900.      MT  (+/- 180 meters Scaled)
 JE1251
 JE1251                          SUPERSEDED SURVEY CONTROL
 JE1251
 JE1251  NGVD 29 (??/??/92)  341.232  (m)         1119.53   (f) ADJ UNCH    2 0
 JE1251
 JE1251.Superseded values are not recommended for survey control.
 JE1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1251.See file dsdata.txt to determine how the superseded data were derived.
 JE1251
 JE1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC505868(NAD 83)
 JE1251_MARKER: DB = BENCH MARK DISK
 JE1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1251_SP_SET: CULVERT
 JE1251_STAMPING: J 324 1960
 JE1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1251
 JE1251  HISTORY     - Date     Condition        Report By
 JE1251  HISTORY     - 1960     MONUMENTED       CGS
 JE1251
 JE1251                          STATION DESCRIPTION
 JE1251
 JE1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1251'6.4 MI SW FROM BURLINGAME.
 JE1251'4.4 MILES SOUTH ALONG U.S. HIGHWAY 56 FROM THE JUNCTION OF STATE
 JE1251'HIGHWAY 31 AND U.S. HIGHWAY 56 AT BURLINGAME, THENCE 1.7 MILES
 JE1251'WEST ALONG DIRT ROAD, 10 FEET SOUTH OF THE CENTER OF THE ROAD,
 JE1251'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST WINGWALL OF A SMALL
 JE1251'CULVERT, ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0825 ***********************************************************************
 KE0825  DESIGNATION -  J 325
 KE0825  PID         -  KE0825
 KE0825  STATE/COUNTY-  KS/SHAWNEE
 KE0825  USGS QUAD   -  ROSSVILLE (1982)
 KE0825
 KE0825                         *CURRENT SURVEY CONTROL
 KE0825  ___________________________________________________________________
 KE0825* NAD 83(1986)-  39 13 28.     (N)    095 56 32.     (W)     SCALED    
 KE0825* NAVD 88     -       301.340  (meters)     988.65   (feet)  ADJUSTED  
 KE0825  ___________________________________________________________________
 KE0825  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 KE0825  DYNAMIC HT  -         301.149 (meters)     988.02  (feet)  COMP
 KE0825  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 KE0825
 KE0825  VERT ORDER  -  SECOND    CLASS 0
 KE0825
 KE0825.The horizontal coordinates were scaled from a topographic map and have
 KE0825.an estimated accuracy of +/- 6 seconds.
 KE0825
 KE0825.The orthometric height was determined by differential leveling
 KE0825.and adjusted by the National Geodetic Survey in June 1991..
 KE0825
 KE0825.The geoid height was determined by GEOID03.
 KE0825
 KE0825.The dynamic height is computed by dividing the NAVD 88
 KE0825.geopotential number by the normal gravity value computed on the
 KE0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0825.degrees latitude (g = 980.6199 gals.).
 KE0825
 KE0825.The modeled gravity was interpolated from observed gravity values.
 KE0825
 KE0825;                    North         East    Units  Estimated Accuracy
 KE0825;SPC KS N     -   100,940.      577,670.      MT  (+/- 180 meters Scaled)
 KE0825
 KE0825                          SUPERSEDED SURVEY CONTROL
 KE0825
 KE0825  NGVD 29 (??/??/92)  301.232  (m)          988.29   (f) ADJ UNCH    2 0
 KE0825
 KE0825.Superseded values are not recommended for survey control.
 KE0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0825.See file dsdata.txt to determine how the superseded data were derived.
 KE0825
 KE0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD460458(NAD 83)
 KE0825_MARKER: DB = BENCH MARK DISK
 KE0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0825_STAMPING: J 325 1960
 KE0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0825+STABILITY: SURFACE MOTION
 KE0825
 KE0825  HISTORY     - Date     Condition        Report By
 KE0825  HISTORY     - 1960     MONUMENTED       CGS
 KE0825  HISTORY     - 1961     GOOD             NGS
 KE0825
 KE0825                          STATION DESCRIPTION
 KE0825
 KE0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE0825'1.5 MI SE FROM DELIA.
 KE0825'1.5 MILES SOUTHEAST ALONG UNION PACIFIC RAILROAD FROM THE
 KE0825'RAILROAD DEPOT AT DELIA, 42 FEET SOUTHWEST OF THE SOUTHWEST
 KE0825'RAIL, 34 FEET EAST OF THE NORTH-SOUTH ROAD, 16 FEET EAST OF A
 KE0825'CONCRETE FENCE POST, 4 FEET WEST OF A TELEPHONE POLE, 2 FEET
 KE0825'EAST OF THE WITNESS POST, SET IN THE TOP OF A CONCRETE POST THAT
 KE0825'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0238 ***********************************************************************
 JF0238  DESIGNATION -  J 326
 JF0238  PID         -  JF0238
 JF0238  STATE/COUNTY-  KS/LYON
 JF0238  USGS QUAD   -  LANG (1979)
 JF0238
 JF0238                         *CURRENT SURVEY CONTROL
 JF0238  ___________________________________________________________________
 JF0238* NAD 83(1986)-  38 24 45.     (N)    096 01 34.     (W)     SCALED    
 JF0238* NAVD 88     -       349.962  (meters)    1148.17   (feet)  ADJUSTED  
 JF0238  ___________________________________________________________________
 JF0238  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JF0238  DYNAMIC HT  -         349.708 (meters)    1147.33  (feet)  COMP
 JF0238  MODELED GRAV-     979,892.8   (mgal)                       NAVD 88
 JF0238
 JF0238  VERT ORDER  -  SECOND    CLASS 0
 JF0238
 JF0238.The horizontal coordinates were scaled from a topographic map and have
 JF0238.an estimated accuracy of +/- 6 seconds.
 JF0238
 JF0238.The orthometric height was determined by differential leveling
 JF0238.and adjusted by the National Geodetic Survey in June 1991..
 JF0238
 JF0238.The geoid height was determined by GEOID03.
 JF0238
 JF0238.The dynamic height is computed by dividing the NAVD 88
 JF0238.geopotential number by the normal gravity value computed on the
 JF0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0238.degrees latitude (g = 980.6199 gals.).
 JF0238
 JF0238.The modeled gravity was interpolated from observed gravity values.
 JF0238
 JF0238;                    North         East    Units  Estimated Accuracy
 JF0238;SPC KS S     -   596,630.      616,030.      MT  (+/- 180 meters Scaled)
 JF0238
 JF0238                          SUPERSEDED SURVEY CONTROL
 JF0238
 JF0238  NGVD 29 (??/??/92)  349.812  (m)         1147.67   (f) ADJ UNCH    2 0
 JF0238
 JF0238.Superseded values are not recommended for survey control.
 JF0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0238.See file dsdata.txt to determine how the superseded data were derived.
 JF0238
 JF0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH596557(NAD 83)
 JF0238_MARKER: DB = BENCH MARK DISK
 JF0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0238_SP_SET: CULVERT
 JF0238_STAMPING: J 326 1974
 JF0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0238
 JF0238  HISTORY     - Date     Condition        Report By
 JF0238  HISTORY     - 1974     MONUMENTED       NGS
 JF0238
 JF0238                          STATION DESCRIPTION
 JF0238
 JF0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JF0238'6.3 MI E FROM EMPORIA.
 JF0238'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35
 JF0238'AND THE BUSINESS ROUTE OF U.S. HIGHWAY 50, WHICH IS ABOUT 2.5
 JF0238'MILES EAST OF DOWNTOWN EMPORIA, GO EAST ALONG U.S. HIGHWAY 50
 JF0238'FOR 6.3 MILES TO THE MARK SET IN THE TOP OF THE NORTH HEADWALL
 JF0238'OF A BOX CULVERT.  THE MARK IS 0.1 MILE WEST OF A CROSSROAD, 28.5
 JF0238'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET EAST OF THE
 JF0238'WEST END OF HEADWALL AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 JF0238'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1404 ***********************************************************************
 JE1404  DESIGNATION -  J 327
 JE1404  PID         -  JE1404
 JE1404  STATE/COUNTY-  KS/FRANKLIN
 JE1404  USGS QUAD   -  POMONA (1973)
 JE1404
 JE1404                         *CURRENT SURVEY CONTROL
 JE1404  ___________________________________________________________________
 JE1404* NAD 83(1986)-  38 31 43.     (N)    095 23 59.     (W)     SCALED    
 JE1404* NAVD 88     -       331.942  (meters)    1089.05   (feet)  ADJUSTED  
 JE1404  ___________________________________________________________________
 JE1404  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JE1404  DYNAMIC HT  -         331.709 (meters)    1088.28  (feet)  COMP
 JE1404  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 JE1404
 JE1404  VERT ORDER  -  SECOND    CLASS 0
 JE1404
 JE1404.The horizontal coordinates were scaled from a topographic map and have
 JE1404.an estimated accuracy of +/- 6 seconds.
 JE1404
 JE1404.The orthometric height was determined by differential leveling
 JE1404.and adjusted by the National Geodetic Survey in June 1991..
 JE1404
 JE1404.The geoid height was determined by GEOID03.
 JE1404
 JE1404.The dynamic height is computed by dividing the NAVD 88
 JE1404.geopotential number by the normal gravity value computed on the
 JE1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1404.degrees latitude (g = 980.6199 gals.).
 JE1404
 JE1404.The modeled gravity was interpolated from observed gravity values.
 JE1404
 JE1404;                    North         East    Units  Estimated Accuracy
 JE1404;SPC KS S     -   611,150.      670,290.      MT  (+/- 180 meters Scaled)
 JE1404
 JE1404                          SUPERSEDED SURVEY CONTROL
 JE1404
 JE1404  NGVD 29 (??/??/92)  331.811  (m)         1088.62   (f) ADJ UNCH    2 0
 JE1404
 JE1404.Superseded values are not recommended for survey control.
 JE1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1404.See file dsdata.txt to determine how the superseded data were derived.
 JE1404
 JE1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC908671(NAD 83)
 JE1404_MARKER: DB = BENCH MARK DISK
 JE1404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1404_SP_SET: CULVERT
 JE1404_STAMPING: J 327 1974
 JE1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1404
 JE1404  HISTORY     - Date     Condition        Report By
 JE1404  HISTORY     - 1974     MONUMENTED       NGS
 JE1404
 JE1404                          STATION DESCRIPTION
 JE1404
 JE1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1404'5.2 MI E FROM WILLIAMSBURG.
 JE1404'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1404'STATE HIGHWAY 273 (EXIT NO 170), WHICH IS ABOUT 1 MILE NORTH OF
 JE1404'WILLIAMSBURG, GO EAST ALONG I-35 FOR 5.2 MILES TO THE MARK SET IN THE
 JE1404'TOP OF THE WEST END OF SOUTH HEADWALL OF A BOX CULVERT WHICH IS ALSO
 JE1404'USED FOR A CATTLE WALKWAY UNDER I-35.  THE MARK IS 150 FEET EAST OF A
 JE1404'OVERPASS, 43 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF
 JE1404'I-35, 0.5 FOOT EAST OF THE WEST END OF HEADWALL AND IS ABOUT 2 FEET
 JE1404'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1376 ***********************************************************************
 JE1376  DESIGNATION -  J 328
 JE1376  PID         -  JE1376
 JE1376  STATE/COUNTY-  KS/JOHNSON
 JE1376  USGS QUAD   -  OCHELTREE (1991)
 JE1376
 JE1376                         *CURRENT SURVEY CONTROL
 JE1376  ___________________________________________________________________
 JE1376* NAD 83(1986)-  38 52 20.     (N)    094 47 41.     (W)     SCALED    
 JE1376* NAVD 88     -       326.844  (meters)    1072.32   (feet)  ADJUSTED  
 JE1376  ___________________________________________________________________
 JE1376  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE1376  DYNAMIC HT  -         326.624 (meters)    1071.60  (feet)  COMP
 JE1376  MODELED GRAV-     979,945.8   (mgal)                       NAVD 88
 JE1376
 JE1376  VERT ORDER  -  SECOND    CLASS 0
 JE1376
 JE1376.The horizontal coordinates were scaled from a topographic map and have
 JE1376.an estimated accuracy of +/- 6 seconds.
 JE1376
 JE1376.The orthometric height was determined by differential leveling
 JE1376.and adjusted by the National Geodetic Survey in June 1991..
 JE1376
 JE1376.The geoid height was determined by GEOID03.
 JE1376
 JE1376.The dynamic height is computed by dividing the NAVD 88
 JE1376.geopotential number by the normal gravity value computed on the
 JE1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1376.degrees latitude (g = 980.6199 gals.).
 JE1376
 JE1376.The modeled gravity was interpolated from observed gravity values.
 JE1376
 JE1376;                    North         East    Units  Estimated Accuracy
 JE1376;SPC KS N     -    64,750.      678,100.      MT  (+/- 180 meters Scaled)
 JE1376
 JE1376                          SUPERSEDED SURVEY CONTROL
 JE1376
 JE1376  NGVD 29 (??/??/92)  326.719  (m)         1071.91   (f) ADJ UNCH    2 0
 JE1376
 JE1376.Superseded values are not recommended for survey control.
 JE1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1376.See file dsdata.txt to determine how the superseded data were derived.
 JE1376
 JE1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD443041(NAD 83)
 JE1376_MARKER: DB = BENCH MARK DISK
 JE1376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1376_SP_SET: BRIDGE
 JE1376_STAMPING: J 328 1974
 JE1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1376
 JE1376  HISTORY     - Date     Condition        Report By
 JE1376  HISTORY     - 1974     MONUMENTED       NGS
 JE1376
 JE1376                          STATION DESCRIPTION
 JE1376
 JE1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1376'IN OLATHE.
 JE1376'AT THE SOUTHEAST EDGE OF OLATHE, ABOUT 1.65 MILE NORTH ALONG
 JE1376'INTERSTATE HIGHWAY 35 FROM ITS JUNCTION WITH US HIGHWAY 169 AND STATE
 JE1376'HIGHWAY 7 AT THE SOUTH EDGE OF OLATHE, 21 FEET WEST OF THE CENTERLINE
 JE1376'OF THE NORTH BOUND LANE OF HIGHWAY AND 1 FOOT WEST OF THE SOUTH END OF
 JE1376'WEST BANISTER OF BRIDGE.  SET IN THE TOP OF THE SOUTHWEST WINGWALL OF
 JE1376'THE EAST ONE OF TWO BRIDGES OVER A PAVED ROAD AND IS ABOUT LEVEL WITH
 JE1376'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0580 ***********************************************************************
 HH0580  DESIGNATION -  J 33
 HH0580  PID         -  HH0580
 HH0580  STATE/COUNTY-  KS/FINNEY
 HH0580  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0580
 HH0580                         *CURRENT SURVEY CONTROL
 HH0580  ___________________________________________________________________
 HH0580* NAD 83(1986)-  37 58 22.     (N)    100 55 13.     (W)     SCALED    
 HH0580* NAVD 88     -       870.928  (meters)    2857.37   (feet)  ADJUSTED  
 HH0580  ___________________________________________________________________
 HH0580  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 HH0580  DYNAMIC HT  -         870.152 (meters)    2854.82  (feet)  COMP
 HH0580  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 HH0580
 HH0580  VERT ORDER  -  FIRST     CLASS II
 HH0580
 HH0580.The horizontal coordinates were scaled from a topographic map and have
 HH0580.an estimated accuracy of +/- 6 seconds.
 HH0580
 HH0580.The orthometric height was determined by differential leveling
 HH0580.and adjusted by the National Geodetic Survey in June 1991..
 HH0580
 HH0580.The geoid height was determined by GEOID03.
 HH0580
 HH0580.The dynamic height is computed by dividing the NAVD 88
 HH0580.geopotential number by the normal gravity value computed on the
 HH0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0580.degrees latitude (g = 980.6199 gals.).
 HH0580
 HH0580.The modeled gravity was interpolated from observed gravity values.
 HH0580
 HH0580;                    North         East    Units  Estimated Accuracy
 HH0580;SPC KS S     -   547,720.      187,380.      MT  (+/- 180 meters Scaled)
 HH0580
 HH0580                          SUPERSEDED SURVEY CONTROL
 HH0580
 HH0580  NGVD 29 (??/??/92)  870.540  (m)         2856.10   (f) ADJ UNCH    1 2
 HH0580
 HH0580.Superseded values are not recommended for survey control.
 HH0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0580.See file dsdata.txt to determine how the superseded data were derived.
 HH0580
 HH0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH313045(NAD 83)
 HH0580_MARKER: DB = BENCH MARK DISK
 HH0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0580_SP_SET: CONCRETE POST
 HH0580_STAMPING: J 33 1934
 HH0580_MARK LOGO: CGS   
 HH0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0580+STABILITY: SURFACE MOTION
 HH0580
 HH0580  HISTORY     - Date     Condition        Report By
 HH0580  HISTORY     - 1934     MONUMENTED       CGS
 HH0580  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0580
 HH0580                          STATION DESCRIPTION
 HH0580
 HH0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0580'4.0 KM (2.50 MI) WEST FROM GARDEN CITY.
 HH0580'ABOUT 2.5 MI WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HH0580'GARDEN CITY, ABOUT 120 FT WEST OF MILEPOST 405, 36 FT WEST OF A
 HH0580'COUNTY-ROAD CROSSING, 55 FT NORTHWEST OF THE INTERSECTION OF TWO
 HH0580'COUNTY ROADS, AND 49 FT SOUTH OF THE CENTER LINE OF THE TRACK.
 HH0580
 HH0580                          STATION RECOVERY (1986)
 HH0580
 HH0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0580'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0483 ***********************************************************************
 KF0483  DESIGNATION -  J 331
 KF0483  PID         -  KF0483
 KF0483  STATE/COUNTY-  KS/OTTAWA
 KF0483  USGS QUAD   -  MINNEAPOLIS SOUTH (1980)
 KF0483
 KF0483                         *CURRENT SURVEY CONTROL
 KF0483  ___________________________________________________________________
 KF0483* NAD 83(1986)-  39 06 11.     (N)    097 39 44.     (W)     SCALED    
 KF0483* NAVD 88     -       393.024  (meters)    1289.45   (feet)  ADJUSTED  
 KF0483  ___________________________________________________________________
 KF0483  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 KF0483  DYNAMIC HT  -         392.770 (meters)    1288.61  (feet)  COMP
 KF0483  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 KF0483
 KF0483  VERT ORDER  -  SECOND    CLASS 0
 KF0483
 KF0483.The horizontal coordinates were scaled from a topographic map and have
 KF0483.an estimated accuracy of +/- 6 seconds.
 KF0483
 KF0483.The orthometric height was determined by differential leveling
 KF0483.and adjusted by the National Geodetic Survey in June 1991..
 KF0483
 KF0483.The geoid height was determined by GEOID03.
 KF0483
 KF0483.The dynamic height is computed by dividing the NAVD 88
 KF0483.geopotential number by the normal gravity value computed on the
 KF0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0483.degrees latitude (g = 980.6199 gals.).
 KF0483
 KF0483.The modeled gravity was interpolated from observed gravity values.
 KF0483
 KF0483;                    North         East    Units  Estimated Accuracy
 KF0483;SPC KS N     -    85,500.      429,220.      MT  (+/- 180 meters Scaled)
 KF0483
 KF0483                          SUPERSEDED SURVEY CONTROL
 KF0483
 KF0483  NGVD 29 (??/??/92)  392.915  (m)         1289.09   (f) ADJ UNCH    2 0
 KF0483
 KF0483.Superseded values are not recommended for survey control.
 KF0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0483.See file dsdata.txt to determine how the superseded data were derived.
 KF0483
 KF0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ156290(NAD 83)
 KF0483_MARKER: DB = BENCH MARK DISK
 KF0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0483_STAMPING: J 331 1960
 KF0483_MARK LOGO: CGS   
 KF0483_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0483+STABILITY: SURFACE MOTION
 KF0483
 KF0483  HISTORY     - Date     Condition        Report By
 KF0483  HISTORY     - 1960     MONUMENTED       CGS
 KF0483  HISTORY     - 1989     GOOD             USPSQD
 KF0483  HISTORY     - 19890301 GOOD             KSDT
 KF0483
 KF0483                          STATION DESCRIPTION
 KF0483
 KF0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0483'1.6 MI NE FROM LINDSEY.
 KF0483'0.7 MILE NORTH ALONG THE OLD SECTION OF U.S. HIGHWAY FROM THE
 KF0483'UNION PACIFIC RAILROAD CROSSING AT LINDSEY, THENCE 0.85
 KF0483'MILE EAST ALONG A GRAVEL ROAD, 33 FEET NORTH FROM THE CENTER OF
 KF0483'THE ROAD, 1.8 FEET SOUTHEAST FROM TELEPHONE POLE, SET IN A SQUARE
 KF0483'TOPPED CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND AND 1
 KF0483'FOOT HIGHER THAN ROAD, 2.2 FEET NORTHWEST FROM METAL WITNESS POST
 KF0483'WITH SIGN.
 KF0483
 KF0483                          STATION RECOVERY (1989)
 KF0483
 KF0483'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRL)
 KF0483'RECOVERED IN GOOD CONDITION.
 KF0483
 KF0483                          STATION RECOVERY (1989)
 KF0483
 KF0483'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0483'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0102 ***********************************************************************
 KG0102  DESIGNATION -  J 332
 KG0102  PID         -  KG0102
 KG0102  STATE/COUNTY-  KS/LINCOLN
 KG0102  USGS QUAD   -  SHADY BEND (1963)
 KG0102
 KG0102                         *CURRENT SURVEY CONTROL
 KG0102  ___________________________________________________________________
 KG0102* NAD 83(1986)-  39 00 56.     (N)    098 00 55.     (W)     SCALED    
 KG0102* NAVD 88     -       408.677  (meters)    1340.80   (feet)  ADJUSTED  
 KG0102  ___________________________________________________________________
 KG0102  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 KG0102  DYNAMIC HT  -         408.399 (meters)    1339.89  (feet)  COMP
 KG0102  MODELED GRAV-     979,936.5   (mgal)                       NAVD 88
 KG0102
 KG0102  VERT ORDER  -  SECOND    CLASS 0
 KG0102
 KG0102.The horizontal coordinates were scaled from a topographic map and have
 KG0102.an estimated accuracy of +/- 6 seconds.
 KG0102
 KG0102.The orthometric height was determined by differential leveling
 KG0102.and adjusted by the National Geodetic Survey in June 1991..
 KG0102
 KG0102.The geoid height was determined by GEOID03.
 KG0102
 KG0102.The dynamic height is computed by dividing the NAVD 88
 KG0102.geopotential number by the normal gravity value computed on the
 KG0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0102.degrees latitude (g = 980.6199 gals.).
 KG0102
 KG0102.The modeled gravity was interpolated from observed gravity values.
 KG0102
 KG0102;                    North         East    Units  Estimated Accuracy
 KG0102;SPC KS N     -    75,730.      398,680.      MT  (+/- 180 meters Scaled)
 KG0102
 KG0102                          SUPERSEDED SURVEY CONTROL
 KG0102
 KG0102  NGVD 29 (??/??/92)  408.545  (m)         1340.37   (f) ADJ UNCH    2 0
 KG0102
 KG0102.Superseded values are not recommended for survey control.
 KG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0102.See file dsdata.txt to determine how the superseded data were derived.
 KG0102
 KG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ852189(NAD 83)
 KG0102_MARKER: DB = BENCH MARK DISK
 KG0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0102_STAMPING: J 332 1961
 KG0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0102+STABILITY: SURFACE MOTION
 KG0102
 KG0102  HISTORY     - Date     Condition        Report By
 KG0102  HISTORY     - 1961     MONUMENTED       CGS
 KG0102
 KG0102                          STATION DESCRIPTION
 KG0102
 KG0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KG0102'2.1 MI W FROM BEVERLY.
 KG0102'2.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0102'AT BEVERLY, 0.2 MILE WEST OF A RAILROAD BRIDGE OVER A WASH, 3
 KG0102'TELEPHONE POLES EAST OF MILEPOST 25, 55 FEET EAST OF A FARM ROAD
 KG0102'CROSSING, 50 FEET SOUTHEAST OF CUTBANK, 44 FEET SOUTH OF THE
 KG0102'SOUTH RAIL, 2 FEET NORTH OF RIGHT-OF-WAY FENCE, 2 FEET NORTHWEST
 KG0102'OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A CYLINDRICAL
 KG0102'CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0291 ***********************************************************************
 HF0291  DESIGNATION -  J 334
 HF0291  PID         -  HF0291
 HF0291  STATE/COUNTY-  KS/BUTLER
 HF0291  USGS QUAD   -  LEON (1979)
 HF0291
 HF0291                         *CURRENT SURVEY CONTROL
 HF0291  ___________________________________________________________________
 HF0291* NAD 83(1986)-  37 41 31.     (N)    096 49 35.     (W)     SCALED    
 HF0291* NAVD 88     -       417.897  (meters)    1371.05   (feet)  ADJUSTED  
 HF0291  ___________________________________________________________________
 HF0291  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 HF0291  DYNAMIC HT  -         417.569 (meters)    1369.97  (feet)  COMP
 HF0291  MODELED GRAV-     979,832.1   (mgal)                       NAVD 88
 HF0291
 HF0291  VERT ORDER  -  SECOND    CLASS 0
 HF0291
 HF0291.The horizontal coordinates were scaled from a topographic map and have
 HF0291.an estimated accuracy of +/- 6 seconds.
 HF0291
 HF0291.The orthometric height was determined by differential leveling
 HF0291.and adjusted by the National Geodetic Survey in June 1991..
 HF0291
 HF0291.The geoid height was determined by GEOID03.
 HF0291
 HF0291.The dynamic height is computed by dividing the NAVD 88
 HF0291.geopotential number by the normal gravity value computed on the
 HF0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0291.degrees latitude (g = 980.6199 gals.).
 HF0291
 HF0291.The modeled gravity was interpolated from observed gravity values.
 HF0291
 HF0291;                    North         East    Units  Estimated Accuracy
 HF0291;SPC KS S     -   515,120.      547,590.      MT  (+/- 180 meters Scaled)
 HF0291
 HF0291                          SUPERSEDED SURVEY CONTROL
 HF0291
 HF0291  NGVD 29 (??/??/92)  417.761  (m)         1370.60   (f) ADJ UNCH    2 0
 HF0291
 HF0291.Superseded values are not recommended for survey control.
 HF0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0291.See file dsdata.txt to determine how the superseded data were derived.
 HF0291
 HF0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG916738(NAD 83)
 HF0291_MARKER: DB = BENCH MARK DISK
 HF0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0291_SP_SET: BRIDGE
 HF0291_STAMPING: J 334 1962
 HF0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0291
 HF0291  HISTORY     - Date     Condition        Report By
 HF0291  HISTORY     - 1962     MONUMENTED       CGS
 HF0291  HISTORY     - 19910129 GOOD             USPSQD
 HF0291  HISTORY     - 20060816 GOOD             INDIV
 HF0291
 HF0291                          STATION DESCRIPTION
 HF0291
 HF0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0291'2.9 MI W FROM LEON.
 HF0291'2.9 MILES WEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0291'FROM THE STATION AT LEON, SET IN THE EAST END OF THE NORTH
 HF0291'HEADWALL OF BRIDGE OVER DRAINAGE AREA, 5 RAILS WEST OF A ROAD
 HF0291'CROSSING, 6.3 FEET NORTH OF THE NORTH RAIL, ABOUT 0.5 FEET
 HF0291'BELOW THE LEVEL OF THE TRACK.
 HF0291
 HF0291                          STATION RECOVERY (1991)
 HF0291
 HF0291'RECOVERY NOTE BY US POWER SQUADRON 1991 (RC)
 HF0291'RECOVERED IN GOOD CONDITION.
 HF0291
 HF0291                          STATION RECOVERY (2006)
 HF0291
 HF0291'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0291'RAILROAD TRACKS ARE GONE, AS IS THE STATION IN LEON.  NEW DESCRIPTION
 HF0291'OF LOCATION AS FOLLOWS -
 HF0291' 
 HF0291'T 27 S, R 5 AND 6 E, 0.1 MILE S OF CORNER SECTIONS 13, 18, 19 AND 24,
 HF0291'ALONG OLD RAILROAD TRACK BED, 170 FT. W OF CENTER OF ROAD, SET IN E
 HF0291'END OF N HEADWALL OF CONCRETE BRIDGE, STANDARD TABLET STAMPED 'J 334
 HF0291'1962'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0401 ***********************************************************************
 HF0401  DESIGNATION -  J 335
 HF0401  PID         -  HF0401
 HF0401  STATE/COUNTY-  KS/BUTLER
 HF0401  USGS QUAD   -  AUGUSTA SE (1979)
 HF0401
 HF0401                         *CURRENT SURVEY CONTROL
 HF0401  ___________________________________________________________________
 HF0401* NAD 83(1986)-  37 31 10.     (N)    096 48 24.     (W)     SCALED    
 HF0401* NAVD 88     -       418.472  (meters)    1372.94   (feet)  ADJUSTED  
 HF0401  ___________________________________________________________________
 HF0401  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 HF0401  DYNAMIC HT  -         418.133 (meters)    1371.82  (feet)  COMP
 HF0401  MODELED GRAV-     979,807.4   (mgal)                       NAVD 88
 HF0401
 HF0401  VERT ORDER  -  SECOND    CLASS 0
 HF0401
 HF0401.The horizontal coordinates were scaled from a topographic map and have
 HF0401.an estimated accuracy of +/- 6 seconds.
 HF0401
 HF0401.The orthometric height was determined by differential leveling
 HF0401.and adjusted by the National Geodetic Survey in June 1991..
 HF0401
 HF0401.The geoid height was determined by GEOID03.
 HF0401
 HF0401.The dynamic height is computed by dividing the NAVD 88
 HF0401.geopotential number by the normal gravity value computed on the
 HF0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0401.degrees latitude (g = 980.6199 gals.).
 HF0401
 HF0401.The modeled gravity was interpolated from observed gravity values.
 HF0401
 HF0401;                    North         East    Units  Estimated Accuracy
 HF0401;SPC KS S     -   496,010.      549,680.      MT  (+/- 180 meters Scaled)
 HF0401
 HF0401                          SUPERSEDED SURVEY CONTROL
 HF0401
 HF0401  NGVD 29 (??/??/92)  418.314  (m)         1372.42   (f) ADJ UNCH    2 0
 HF0401
 HF0401.Superseded values are not recommended for survey control.
 HF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0401.See file dsdata.txt to determine how the superseded data were derived.
 HF0401
 HF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG938547(NAD 83)
 HF0401_MARKER: DB = BENCH MARK DISK
 HF0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0401_STAMPING: J 335 1962
 HF0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0401+STABILITY: SURFACE MOTION
 HF0401
 HF0401  HISTORY     - Date     Condition        Report By
 HF0401  HISTORY     - 1962     MONUMENTED       CGS
 HF0401  HISTORY     - 20060810 GOOD             INDIV
 HF0401
 HF0401                          STATION DESCRIPTION
 HF0401
 HF0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0401'8 MI NW FROM ATLANTA.
 HF0401'6.0 MILES NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0401'ATLANTA, THENCE 2.0 MILES WEST ALONG BLACKTOP ROAD TO THE
 HF0401'INTERSECTION OF NORTH AND SOUTH ROAD, 43 FEET NORTHWEST OF THE
 HF0401'CENTER OF THE INTERSECTION, 38 FEET NORTH OF THE CENTER OF
 HF0401'BLACKTOP ROAD, 19 FEET WEST OF THE CENTER OF THE ROAD LEADING
 HF0401'NORTH, 4.0 FEET EAST OF A TELEPHONE POLE, 4.0 FEET WEST OF A
 HF0401'METAL WITNESS POST AND PROJECTS 0.4 FEET ABOVE THE GROUND.  SET
 HF0401'IN TOP OF A CONCRETE POST.
 HF0401
 HF0401                          STATION RECOVERY (2006)
 HF0401
 HF0401'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0401'TELEPHONE IS GONE BUT A POWER POLE IS IN ITS PLACE AT APPROXIMATELY
 HF0401'THE SAME DISTANCE FROM THE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0614 ***********************************************************************
 HF0614  DESIGNATION -  J 336
 HF0614  PID         -  HF0614
 HF0614  STATE/COUNTY-  KS/COWLEY
 HF0614  USGS QUAD   -  OXFORD (1965)
 HF0614
 HF0614                         *CURRENT SURVEY CONTROL
 HF0614  ___________________________________________________________________
 HF0614* NAD 83(1986)-  37 15 54.     (N)    097 08 28.     (W)     SCALED    
 HF0614* NAVD 88     -       349.677  (meters)    1147.23   (feet)  ADJUSTED  
 HF0614  ___________________________________________________________________
 HF0614  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 HF0614  DYNAMIC HT  -         349.393 (meters)    1146.30  (feet)  COMP
 HF0614  MODELED GRAV-     979,807.8   (mgal)                       NAVD 88
 HF0614
 HF0614  VERT ORDER  -  SECOND    CLASS 0
 HF0614
 HF0614.The horizontal coordinates were scaled from a topographic map and have
 HF0614.an estimated accuracy of +/- 6 seconds.
 HF0614
 HF0614.The orthometric height was determined by differential leveling
 HF0614.and adjusted by the National Geodetic Survey in June 1991..
 HF0614
 HF0614.The geoid height was determined by GEOID03.
 HF0614
 HF0614.The dynamic height is computed by dividing the NAVD 88
 HF0614.geopotential number by the normal gravity value computed on the
 HF0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0614.degrees latitude (g = 980.6199 gals.).
 HF0614
 HF0614.The modeled gravity was interpolated from observed gravity values.
 HF0614
 HF0614;                    North         East    Units  Estimated Accuracy
 HF0614;SPC KS S     -   467,290.      520,530.      MT  (+/- 180 meters Scaled)
 HF0614
 HF0614                          SUPERSEDED SURVEY CONTROL
 HF0614
 HF0614  NGVD 29 (??/??/92)  349.565  (m)         1146.86   (f) ADJ UNCH    2 0
 HF0614
 HF0614.Superseded values are not recommended for survey control.
 HF0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0614.See file dsdata.txt to determine how the superseded data were derived.
 HF0614
 HF0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG648258(NAD 83)
 HF0614_MARKER: DB = BENCH MARK DISK
 HF0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0614_STAMPING: J 336 1962
 HF0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0614+STABILITY: SURFACE MOTION
 HF0614
 HF0614  HISTORY     - Date     Condition        Report By
 HF0614  HISTORY     - 1962     MONUMENTED       CGS
 HF0614
 HF0614                          STATION DESCRIPTION
 HF0614
 HF0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0614'1.7 MI E FROM OXFORD.
 HF0614'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0614'THENCE 1.7 MILES EAST ALONG U.S. HIGHWAY 160, 61.0 FEET SOUTH
 HF0614'OF THE CENTERLINE OF THE HIGHWAY, 22.9 FEET NORTHWEST OF THE
 HF0614'NORTHWEST CORNER OF A 10 FOOT SQUARE BUILDING, 1.7 FEET NORTH
 HF0614'OF A FENCE, 1.7 FEET EAST OF A METAL WITNESS POST, SET IN THE
 HF0614'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0707 ***********************************************************************
 HF0707  DESIGNATION -  J 337
 HF0707  PID         -  HF0707
 HF0707  STATE/COUNTY-  KS/COWLEY
 HF0707  USGS QUAD   -  HACKNEY (1979)
 HF0707
 HF0707                         *CURRENT SURVEY CONTROL
 HF0707  ___________________________________________________________________
 HF0707* NAD 83(1986)-  37 14 52.     (N)    097 01 01.     (W)     SCALED    
 HF0707* NAVD 88     -       342.120  (meters)    1122.44   (feet)  ADJUSTED  
 HF0707  ___________________________________________________________________
 HF0707  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HF0707  DYNAMIC HT  -         341.839 (meters)    1121.52  (feet)  COMP
 HF0707  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 HF0707
 HF0707  VERT ORDER  -  SECOND    CLASS 0
 HF0707
 HF0707.The horizontal coordinates were scaled from a topographic map and have
 HF0707.an estimated accuracy of +/- 6 seconds.
 HF0707
 HF0707.The orthometric height was determined by differential leveling
 HF0707.and adjusted by the National Geodetic Survey in June 1991..
 HF0707
 HF0707.The geoid height was determined by GEOID03.
 HF0707
 HF0707.The dynamic height is computed by dividing the NAVD 88
 HF0707.geopotential number by the normal gravity value computed on the
 HF0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0707.degrees latitude (g = 980.6199 gals.).
 HF0707
 HF0707.The modeled gravity was interpolated from observed gravity values.
 HF0707
 HF0707;                    North         East    Units  Estimated Accuracy
 HF0707;SPC KS S     -   465,540.      531,580.      MT  (+/- 180 meters Scaled)
 HF0707
 HF0707                          SUPERSEDED SURVEY CONTROL
 HF0707
 HF0707  NGVD 29 (??/??/92)  342.004  (m)         1122.06   (f) ADJ UNCH    2 0
 HF0707
 HF0707.Superseded values are not recommended for survey control.
 HF0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0707.See file dsdata.txt to determine how the superseded data were derived.
 HF0707
 HF0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG758242(NAD 83)
 HF0707_MARKER: DB = BENCH MARK DISK
 HF0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0707_STAMPING: J 337 1962
 HF0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0707+STABILITY: SURFACE MOTION
 HF0707
 HF0707  HISTORY     - Date     Condition        Report By
 HF0707  HISTORY     - 1962     MONUMENTED       CGS
 HF0707  HISTORY     - 1974     GOOD             KSHC
 HF0707  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 HF0707
 HF0707                          STATION DESCRIPTION
 HF0707
 HF0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0707'1.3 MI NW FROM WINFIELD.
 HF0707'1.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0707'RAILROAD FROM THE STATION AT WINFIELD, AT A RAILROAD JUNCTION,
 HF0707'27.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK LEADING WEST,
 HF0707'9.0 FEET SOUTH OF THE CENTER OF ROAD PARALLELING THE TRACK,
 HF0707'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FEET
 HF0707'ABOVE THE GROUND.
 HF0707
 HF0707                          STATION RECOVERY (1974)
 HF0707
 HF0707'RECOVERY NOTE BY KS HIGHWAY COMM 1974
 HF0707'RECOVERED IN GOOD CONDITION.
 HF0707
 HF0707                          STATION RECOVERY (1979)
 HF0707
 HF0707'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 HF0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1119 ***********************************************************************
 JF1119  DESIGNATION -  J 338
 JF1119  PID         -  JF1119
 JF1119  STATE/COUNTY-  KS/SALINE
 JF1119  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1119
 JF1119                         *CURRENT SURVEY CONTROL
 JF1119  ___________________________________________________________________
 JF1119* NAD 83(1986)-  38 53 43.     (N)    097 33 57.     (W)     SCALED    
 JF1119* NAVD 88     -       374.482  (meters)    1228.61   (feet)  ADJUSTED  
 JF1119  ___________________________________________________________________
 JF1119  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1119  DYNAMIC HT  -         374.234 (meters)    1227.80  (feet)  COMP
 JF1119  MODELED GRAV-     979,955.3   (mgal)                       NAVD 88
 JF1119
 JF1119  VERT ORDER  -  FIRST     CLASS II
 JF1119
 JF1119.The horizontal coordinates were scaled from a topographic map and have
 JF1119.an estimated accuracy of +/- 6 seconds.
 JF1119
 JF1119.The orthometric height was determined by differential leveling
 JF1119.and adjusted by the National Geodetic Survey in June 1991..
 JF1119.WARNING-Repeat measurements at this control monument indicate possible
 JF1119.vertical movement.
 JF1119
 JF1119.The geoid height was determined by GEOID03.
 JF1119
 JF1119.The dynamic height is computed by dividing the NAVD 88
 JF1119.geopotential number by the normal gravity value computed on the
 JF1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1119.degrees latitude (g = 980.6199 gals.).
 JF1119
 JF1119.The modeled gravity was interpolated from observed gravity values.
 JF1119
 JF1119;                    North         East    Units  Estimated Accuracy
 JF1119;SPC KS N     -    62,470.      437,670.      MT  (+/- 180 meters Scaled)
 JF1119
 JF1119                          SUPERSEDED SURVEY CONTROL
 JF1119
 JF1119  NGVD 29 (??/??/92)  374.394  (m)         1228.32   (f) ADJ UNCH    1 2
 JF1119
 JF1119.Superseded values are not recommended for survey control.
 JF1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1119.See file dsdata.txt to determine how the superseded data were derived.
 JF1119
 JF1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ243061(NAD 83)
 JF1119_MARKER: DB = BENCH MARK DISK
 JF1119_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF1119_SP_SET: BRIDGE ABUTMENT
 JF1119_STAMPING: J 338 1970
 JF1119_MARK LOGO: CGS   
 JF1119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF1119+STABILITY: POSITION/ELEVATION WELL
 JF1119
 JF1119  HISTORY     - Date     Condition        Report By
 JF1119  HISTORY     - 1970     MONUMENTED       NGS
 JF1119  HISTORY     - 1986     GOOD             NGS
 JF1119
 JF1119                          STATION DESCRIPTION
 JF1119
 JF1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1119'2.8 MI E FROM SALINA.
 JF1119'ABOUT 2.85 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF1119'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, SET IN TOP OF THE
 JF1119'SOUTHEAST END OF THE NORTHEAST ABUTMENT FOR THE WESTBOUND LANE
 JF1119'OF THE HIGHWAY OVERPASS OVER A GRAVELED ROAD, 18 FEET SOUTHEAST
 JF1119'OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, AND
 JF1119'ABOUT LEVEL WITH THE HIGHWAY.  SECTION 29, T 13 S, R 2 W.
 JF1119
 JF1119                          STATION RECOVERY (1986)
 JF1119
 JF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1162 ***********************************************************************
 JF1162  DESIGNATION -  J 339
 JF1162  PID         -  JF1162
 JF1162  STATE/COUNTY-  KS/SALINE
 JF1162  USGS QUAD   -  ASSARIA (1978)
 JF1162
 JF1162                         *CURRENT SURVEY CONTROL
 JF1162  ___________________________________________________________________
 JF1162* NAD 83(1986)-  38 38 17.     (N)    097 37 16.     (W)     SCALED    
 JF1162* NAVD 88     -       396.182  (meters)    1299.81   (feet)  ADJUSTED  
 JF1162  ___________________________________________________________________
 JF1162  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF1162  DYNAMIC HT  -         395.906 (meters)    1298.90  (feet)  COMP
 JF1162  MODELED GRAV-     979,918.8   (mgal)                       NAVD 88
 JF1162
 JF1162  VERT ORDER  -  FIRST     CLASS II
 JF1162
 JF1162.The horizontal coordinates were scaled from a topographic map and have
 JF1162.an estimated accuracy of +/- 6 seconds.
 JF1162
 JF1162.The orthometric height was determined by differential leveling
 JF1162.and adjusted by the National Geodetic Survey in June 1991..
 JF1162.WARNING-Repeat measurements at this control monument indicate possible
 JF1162.vertical movement.
 JF1162
 JF1162.The geoid height was determined by GEOID03.
 JF1162
 JF1162.The dynamic height is computed by dividing the NAVD 88
 JF1162.geopotential number by the normal gravity value computed on the
 JF1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1162.degrees latitude (g = 980.6199 gals.).
 JF1162
 JF1162.The modeled gravity was interpolated from observed gravity values.
 JF1162
 JF1162;                    North         East    Units  Estimated Accuracy
 JF1162;SPC KS N     -    33,900.      432,990.      MT  (+/- 180 meters Scaled)
 JF1162
 JF1162                          SUPERSEDED SURVEY CONTROL
 JF1162
 JF1162  NGVD 29 (??/??/92)  396.082  (m)         1299.48   (f) ADJ UNCH    1 2
 JF1162
 JF1162.Superseded values are not recommended for survey control.
 JF1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1162.See file dsdata.txt to determine how the superseded data were derived.
 JF1162
 JF1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH200775(NAD 83)
 JF1162_MARKER: DB = BENCH MARK DISK
 JF1162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1162_SP_SET: HEADWALL
 JF1162_STAMPING: J 339 1970
 JF1162_MARK LOGO: CGS   
 JF1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1162+STABILITY: SURFACE MOTION
 JF1162
 JF1162  HISTORY     - Date     Condition        Report By
 JF1162  HISTORY     - 1970     MONUMENTED       NGS
 JF1162  HISTORY     - 1986     GOOD             NGS
 JF1162
 JF1162                          STATION DESCRIPTION
 JF1162
 JF1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1162'14.3 MI S FROM SALINA.
 JF1162'ABOUT 14.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1162'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, ABOUT
 JF1162'30 YARDS NORTH OF THE CENTER OF HIGHWAY UNDERPASS NUMBER 2-01 FOR
 JF1162'A ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 JF1162'HEADWALL FOR A 6-FOOT CONCRETE BOX CULVERT THAT EXTENDS BENEATH
 JF1162'BOTH LANES OF THE HIGHWAY, 36 1/2 FEET EAST OF THE CENTER LINE
 JF1162'OF THE EAST TRAFFIC LANES OF THE HIGHWAY, 0.8 FOOT SOUTH OF THE
 JF1162'NORTH END OF THE HEADWALL, AND ABOUT 3 FEET BELOW THE LEVEL OF
 JF1162'THE HIGHWAY.  SECTION 23, T 16 S, R 3 W.
 JF1162
 JF1162                          STATION RECOVERY (1986)
 JF1162
 JF1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0048 ***********************************************************************
 HH0048  DESIGNATION -  J 34
 HH0048  PID         -  HH0048
 HH0048  STATE/COUNTY-  KS/FORD
 HH0048  USGS QUAD   -  DODGE CITY SW (1984)
 HH0048
 HH0048                         *CURRENT SURVEY CONTROL
 HH0048  ___________________________________________________________________
 HH0048* NAD 83(1986)-  37 45 57.     (N)    100 07 47.     (W)     SCALED    
 HH0048* NAVD 88     -       769.867  (meters)    2525.81   (feet)  ADJUSTED  
 HH0048  ___________________________________________________________________
 HH0048  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 HH0048  DYNAMIC HT  -         769.202 (meters)    2523.62  (feet)  COMP
 HH0048  MODELED GRAV-     979,740.4   (mgal)                       NAVD 88
 HH0048
 HH0048  VERT ORDER  -  FIRST     CLASS II
 HH0048
 HH0048.The horizontal coordinates were scaled from a topographic map and have
 HH0048.an estimated accuracy of +/- 6 seconds.
 HH0048
 HH0048.The orthometric height was determined by differential leveling
 HH0048.and adjusted by the National Geodetic Survey in June 1991..
 HH0048
 HH0048.The geoid height was determined by GEOID03.
 HH0048
 HH0048.The dynamic height is computed by dividing the NAVD 88
 HH0048.geopotential number by the normal gravity value computed on the
 HH0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0048.degrees latitude (g = 980.6199 gals.).
 HH0048
 HH0048.The modeled gravity was interpolated from observed gravity values.
 HH0048
 HH0048;                    North         East    Units  Estimated Accuracy
 HH0048;SPC KS S     -   523,250.      256,420.      MT  (+/- 180 meters Scaled)
 HH0048
 HH0048                          SUPERSEDED SURVEY CONTROL
 HH0048
 HH0048  NGVD 29 (??/??/92)  769.524  (m)         2524.68   (f) ADJ UNCH    1 2
 HH0048
 HH0048.Superseded values are not recommended for survey control.
 HH0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0048.See file dsdata.txt to determine how the superseded data were derived.
 HH0048
 HH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG004804(NAD 83)
 HH0048_MARKER: DB = BENCH MARK DISK
 HH0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0048_SP_SET: CONCRETE POST
 HH0048_STAMPING: J 34 1934
 HH0048_MARK LOGO: CGS   
 HH0048_PROJECTION: FLUSH
 HH0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0048+STABILITY: SURFACE MOTION
 HH0048
 HH0048  HISTORY     - Date     Condition        Report By
 HH0048  HISTORY     - 1934     MONUMENTED       CGS
 HH0048  HISTORY     - 1965     MARK NOT FOUND   NGS
 HH0048  HISTORY     - 1986     GOOD             NGS
 HH0048
 HH0048                          STATION DESCRIPTION
 HH0048
 HH0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0048'6.4 MI W FROM DODGE CITY.
 HH0048'ABOUT 6.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0048'RAILWAY FROM THE STATION AT DODGE CITY, FORD COUNTY, ABOUT 300
 HH0048'YARDS EAST OF MILEPOST 359, 54 FEET EAST OF THE CENTER OF A
 HH0048'ROAD CROSSING, 36 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK,
 HH0048'AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD
 HH0048'DISK, STAMPED J 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0048
 HH0048                          STATION RECOVERY (1965)
 HH0048
 HH0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HH0048'MARK NOT FOUND.
 HH0048
 HH0048                          STATION RECOVERY (1986)
 HH0048
 HH0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0048'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.98 KM (6.23
 HH0048'MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US HIGHWAYS 56 AND
 HH0048'283 AT DODGE CITY, IN THE WEST CORNER OF THE T JUNCTION OF A DIRT ROAD
 HH0048'LEADING SOUTHWEST ACROSS THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 HH0048'48.1 METERS (158 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 39.7 METERS
 HH0048'(130.5 FT) SOUTHWEST OF MILEPOST 114, 17.4 METERS (57 FT) NORTHWEST OF
 HH0048'THE CENTER OF THE ROAD, 13.4 METERS (44 FT) SOUTHWEST OF THE SOUTHWEST
 HH0048'RAIL, 11.9 METERS (39 FT) NORTHWEST OF THE NORTHWEST END OF A STEEL
 HH0048'GATE AND 0.6 METER (2 FT) NORTHEAST OF THE RIGHT OF WAY FENCE.
 HH0048'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 HH0048'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0941 ***********************************************************************
 JF0941  DESIGNATION -  J 340
 JF0941  PID         -  JF0941
 JF0941  STATE/COUNTY-  KS/MCPHERSON
 JF0941  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0941
 JF0941                         *CURRENT SURVEY CONTROL
 JF0941  ___________________________________________________________________
 JF0941* NAD 83(1986)-  38 22 32.     (N)    097 38 55.     (W)     SCALED    
 JF0941* NAVD 88     -       453.151  (meters)    1486.71   (feet)  ADJUSTED  
 JF0941  ___________________________________________________________________
 JF0941  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF0941  DYNAMIC HT  -         452.823 (meters)    1485.64  (feet)  COMP
 JF0941  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 JF0941
 JF0941  VERT ORDER  -  SECOND    CLASS 0
 JF0941
 JF0941.The horizontal coordinates were scaled from a topographic map and have
 JF0941.an estimated accuracy of +/- 6 seconds.
 JF0941
 JF0941.The orthometric height was determined by differential leveling
 JF0941.and adjusted by the National Geodetic Survey in June 1991..
 JF0941
 JF0941.The geoid height was determined by GEOID03.
 JF0941
 JF0941.The dynamic height is computed by dividing the NAVD 88
 JF0941.geopotential number by the normal gravity value computed on the
 JF0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0941.degrees latitude (g = 980.6199 gals.).
 JF0941
 JF0941.The modeled gravity was interpolated from observed gravity values.
 JF0941
 JF0941;                    North         East    Units  Estimated Accuracy
 JF0941;SPC KS S     -   590,000.      474,390.      MT  (+/- 180 meters Scaled)
 JF0941
 JF0941                          SUPERSEDED SURVEY CONTROL
 JF0941
 JF0941  NGVD 29 (??/??/92)  452.992  (m)         1486.19   (f) ADJ UNCH    2 0
 JF0941
 JF0941.Superseded values are not recommended for survey control.
 JF0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0941.See file dsdata.txt to determine how the superseded data were derived.
 JF0941
 JF0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH180483(NAD 83)
 JF0941_MARKER: DB = BENCH MARK DISK
 JF0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0941_STAMPING: J 340 1970
 JF0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0941+STABILITY: SURFACE MOTION
 JF0941
 JF0941  HISTORY     - Date     Condition        Report By
 JF0941  HISTORY     - 1970     MONUMENTED       NGS
 JF0941
 JF0941                          STATION DESCRIPTION
 JF0941
 JF0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0941'AT MC PHERSON.
 JF0941'ABOUT 1.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 JF0941'FE RAILWAY FROM THE STATION AT MC PHERSON, 120 FEET SOUTHWEST OF
 JF0941'A CROSSING OF THE TRACK AND NORTH MAXWELL STREET, 52.6 FEET
 JF0941'EAST-SOUTHEAST AND ACROSS THE TRACK FROM MILEPOST 46, 32 1/2 FEET
 JF0941'SOUTHEAST OF THE SOUTHEAST RAIL, 51 FEET WEST OF THE NORTHWEST CORNER
 JF0941'OF A CHAIN LINK FENCE AROUND A SMALL POWER SUBSTATION, 2 1/2
 JF0941'FEET NORTHEAST OF A TELEGRAPH POLE, IN LINE WITH A ROW OF TELEGRAPH
 JF0941'POLES, 1.9 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 JF0941'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JF0941'POST PROJECTING 0.3 FOOT.  SECTION 28, T 19S, R 3W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0596 ***********************************************************************
 JF0596  DESIGNATION -  J 341
 JF0596  PID         -  JF0596
 JF0596  STATE/COUNTY-  KS/SALINE
 JF0596  USGS QUAD   -  SOLOMON (1979)
 JF0596
 JF0596                         *CURRENT SURVEY CONTROL
 JF0596  ___________________________________________________________________
 JF0596* NAD 83(1986)-  38 55 44.     (N)    097 22 19.     (W)     SCALED    
 JF0596* NAVD 88     -       370.160  (meters)    1214.43   (feet)  ADJUSTED  
 JF0596  ___________________________________________________________________
 JF0596  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 JF0596  DYNAMIC HT  -         369.917 (meters)    1213.64  (feet)  COMP
 JF0596  MODELED GRAV-     979,959.8   (mgal)                       NAVD 88
 JF0596
 JF0596  VERT ORDER  -  FIRST     CLASS II
 JF0596
 JF0596.The horizontal coordinates were scaled from a topographic map and have
 JF0596.an estimated accuracy of +/- 6 seconds.
 JF0596
 JF0596.The orthometric height was determined by differential leveling
 JF0596.and adjusted by the National Geodetic Survey in June 1991..
 JF0596
 JF0596.The geoid height was determined by GEOID03.
 JF0596
 JF0596.The dynamic height is computed by dividing the NAVD 88
 JF0596.geopotential number by the normal gravity value computed on the
 JF0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0596.degrees latitude (g = 980.6199 gals.).
 JF0596
 JF0596.The modeled gravity was interpolated from observed gravity values.
 JF0596
 JF0596;                    North         East    Units  Estimated Accuracy
 JF0596;SPC KS N     -    66,300.      454,460.      MT  (+/- 180 meters Scaled)
 JF0596
 JF0596                          SUPERSEDED SURVEY CONTROL
 JF0596
 JF0596  NGVD 29 (??/??/92)  370.061  (m)         1214.11   (f) ADJ UNCH    1 2
 JF0596
 JF0596.Superseded values are not recommended for survey control.
 JF0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0596.See file dsdata.txt to determine how the superseded data were derived.
 JF0596
 JF0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ411101(NAD 83)
 JF0596_MARKER: DB = BENCH MARK DISK
 JF0596_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF0596_SP_SET: COPPER-CLAD STEEL ROD
 JF0596_STAMPING: J 341 1970
 JF0596_MARK LOGO: CGS   
 JF0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0596
 JF0596  HISTORY     - Date     Condition        Report By
 JF0596  HISTORY     - 1970     MONUMENTED       NGS
 JF0596  HISTORY     - 1986     GOOD             NGS
 JF0596
 JF0596                          STATION DESCRIPTION
 JF0596
 JF0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0596'AT SOLOMON.
 JF0596'AT SOLOMON, ALONG INTERSTATE HIGHWAY 70, AT COUNTY LINE ROAD
 JF0596'OVERPASS O-5 OVER INTERSTATE HIGHWAY 70, 38 FEET NORTH OF THE
 JF0596'CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 9.5 FEET
 JF0596'SOUTHWEST OF THE CENTER OF THE WEST LEG FOR THE CENTER PIER OF
 JF0596'THE OVERPASS, 0.6 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2
 JF0596'FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK ON TOP OF A
 JF0596'COPPER COATED STEEL ROD FLUSH WITH THE GROUND WHICH IS PROTECTED
 JF0596'BY A 4 INCH PLASTIC PIPE PROJECTING 0.4 FOOT.  THE ROD WAS DRIVEN
 JF0596'TO A DEPTH OF 32 FEET.  SECTION 12, T 13 S, R 1 W.
 JF0596
 JF0596                          STATION RECOVERY (1986)
 JF0596
 JF0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0257 ***********************************************************************
 KF0257  DESIGNATION -  J 342
 KF0257  PID         -  KF0257
 KF0257  STATE/COUNTY-  KS/GEARY
 KF0257  USGS QUAD   -  OGDEN (1982)
 KF0257
 KF0257                         *CURRENT SURVEY CONTROL
 KF0257  ___________________________________________________________________
 KF0257* NAD 83(1986)-  39 03 34.     (N)    096 44 35.     (W)     SCALED    
 KF0257* NAVD 88     -       356.252  (meters)    1168.80   (feet)  ADJUSTED  
 KF0257  ___________________________________________________________________
 KF0257  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 KF0257  DYNAMIC HT  -         356.010 (meters)    1168.01  (feet)  COMP
 KF0257  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 KF0257
 KF0257  VERT ORDER  -  SECOND    CLASS 0
 KF0257
 KF0257.The horizontal coordinates were scaled from a topographic map and have
 KF0257.an estimated accuracy of +/- 6 seconds.
 KF0257
 KF0257.The orthometric height was determined by differential leveling
 KF0257.and adjusted by the National Geodetic Survey in June 1991..
 KF0257
 KF0257.The geoid height was determined by GEOID03.
 KF0257
 KF0257.The dynamic height is computed by dividing the NAVD 88
 KF0257.geopotential number by the normal gravity value computed on the
 KF0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0257.degrees latitude (g = 980.6199 gals.).
 KF0257
 KF0257.The modeled gravity was interpolated from observed gravity values.
 KF0257
 KF0257;                    North         East    Units  Estimated Accuracy
 KF0257;SPC KS N     -    81,360.      508,790.      MT  (+/- 180 meters Scaled)
 KF0257
 KF0257                          SUPERSEDED SURVEY CONTROL
 KF0257
 KF0257  NGVD 29 (??/??/92)  356.135  (m)         1168.42   (f) ADJ UNCH    2 0
 KF0257
 KF0257.Superseded values are not recommended for survey control.
 KF0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0257.See file dsdata.txt to determine how the superseded data were derived.
 KF0257
 KF0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ952257(NAD 83)
 KF0257_MARKER: DB = BENCH MARK DISK
 KF0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0257_SP_SET: CATCH BASIN
 KF0257_STAMPING: J 342 1970
 KF0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0257
 KF0257  HISTORY     - Date     Condition        Report By
 KF0257  HISTORY     - 1970     MONUMENTED       NGS
 KF0257
 KF0257                          STATION DESCRIPTION
 KF0257
 KF0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0257'5.9 MI E FROM JUNCTION CITY.
 KF0257'ABOUT 5.9 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0257'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0257'CITY, 105 YARDS WEST OF ROAD OVERPASS NUMBER 13-48 OVER THE
 KF0257'HIGHWAY, 58 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES
 KF0257'OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST CORNER OF A
 KF0257'6- X 6-FOOT CONCRETE CATCH BASIN WHICH IS 15 FEET DEEP AND
 KF0257'PROJECTS 1 FOOT, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE
 KF0257'HIGHWAY.  SEC 27-34, T11S, R 6 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0155 ***********************************************************************
 KF0155  DESIGNATION -  J 343
 KF0155  PID         -  KF0155
 KF0155  STATE/COUNTY-  KS/RILEY
 KF0155  USGS QUAD   -  WAMEGO SW (1978)
 KF0155
 KF0155                         *CURRENT SURVEY CONTROL
 KF0155  ___________________________________________________________________
 KF0155* NAD 83(1986)-  39 03 54.     (N)    096 24 02.     (W)     SCALED    
 KF0155* NAVD 88     -       451.190  (meters)    1480.28   (feet)  ADJUSTED  
 KF0155  ___________________________________________________________________
 KF0155  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 KF0155  DYNAMIC HT  -         450.886 (meters)    1479.28  (feet)  COMP
 KF0155  MODELED GRAV-     979,940.0   (mgal)                       NAVD 88
 KF0155
 KF0155  VERT ORDER  -  SECOND    CLASS 0
 KF0155
 KF0155.The horizontal coordinates were scaled from a topographic map and have
 KF0155.an estimated accuracy of +/- 6 seconds.
 KF0155
 KF0155.The orthometric height was determined by differential leveling
 KF0155.and adjusted by the National Geodetic Survey in June 1991..
 KF0155
 KF0155.The geoid height was determined by GEOID03.
 KF0155
 KF0155.The dynamic height is computed by dividing the NAVD 88
 KF0155.geopotential number by the normal gravity value computed on the
 KF0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0155.degrees latitude (g = 980.6199 gals.).
 KF0155
 KF0155.The modeled gravity was interpolated from observed gravity values.
 KF0155
 KF0155;                    North         East    Units  Estimated Accuracy
 KF0155;SPC KS N     -    82,450.      538,420.      MT  (+/- 180 meters Scaled)
 KF0155
 KF0155                          SUPERSEDED SURVEY CONTROL
 KF0155
 KF0155  NGVD 29 (??/??/92)  451.051  (m)         1479.82   (f) ADJ UNCH    2 0
 KF0155
 KF0155.Superseded values are not recommended for survey control.
 KF0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0155.See file dsdata.txt to determine how the superseded data were derived.
 KF0155
 KF0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ249272(NAD 83)
 KF0155_MARKER: DB = BENCH MARK DISK
 KF0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0155_SP_SET: BRIDGE
 KF0155_STAMPING: J 343 1970
 KF0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0155
 KF0155  HISTORY     - Date     Condition        Report By
 KF0155  HISTORY     - 1970     MONUMENTED       NGS
 KF0155
 KF0155                          STATION DESCRIPTION
 KF0155
 KF0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0155'6 MI W FROM ALMA.
 KF0155'ABOUT 6.0 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0155'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.5 MILE WEST
 KF0155'OF THE RILEY-WABAUNSEE COUNTY LINE, 28 FEET SOUTH OF THE CENTER
 KF0155'LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP OF THE
 KF0155'EAST END OF THE SOUTH CONCRETE HEADWALL OF A 12-FOOT HIGHWAY
 KF0155'BRIDGE OVER A NARROW ROAD, 1 FOOT WEST OF THE EAST END OF THE
 KF0155'HEADWALL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KF0155'SECTION 27, T 11S, R 9E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0171 ***********************************************************************
 KF0171  DESIGNATION -  J 344
 KF0171  PID         -  KF0171
 KF0171  STATE/COUNTY-  KS/WABAUNSEE
 KF0171  USGS QUAD   -  MC FARLAND (1978)
 KF0171
 KF0171                         *CURRENT SURVEY CONTROL
 KF0171  ___________________________________________________________________
 KF0171* NAD 83(1986)-  39 03 55.     (N)    096 14 19.     (W)     SCALED    
 KF0171* NAVD 88     -       314.956  (meters)    1033.32   (feet)  ADJUSTED  
 KF0171  ___________________________________________________________________
 KF0171  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 KF0171  DYNAMIC HT  -         314.748 (meters)    1032.64  (feet)  COMP
 KF0171  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 KF0171
 KF0171  VERT ORDER  -  SECOND    CLASS 0
 KF0171
 KF0171.The horizontal coordinates were scaled from a topographic map and have
 KF0171.an estimated accuracy of +/- 6 seconds.
 KF0171
 KF0171.The orthometric height was determined by differential leveling
 KF0171.and adjusted by the National Geodetic Survey in June 1991..
 KF0171
 KF0171.The geoid height was determined by GEOID03.
 KF0171
 KF0171.The dynamic height is computed by dividing the NAVD 88
 KF0171.geopotential number by the normal gravity value computed on the
 KF0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0171.degrees latitude (g = 980.6199 gals.).
 KF0171
 KF0171.The modeled gravity was interpolated from observed gravity values.
 KF0171
 KF0171;                    North         East    Units  Estimated Accuracy
 KF0171;SPC KS N     -    82,740.      552,430.      MT  (+/- 180 meters Scaled)
 KF0171
 KF0171                          SUPERSEDED SURVEY CONTROL
 KF0171
 KF0171  NGVD 29 (??/??/92)  314.821  (m)         1032.88   (f) ADJ UNCH    2 0
 KF0171
 KF0171.Superseded values are not recommended for survey control.
 KF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0171.See file dsdata.txt to determine how the superseded data were derived.
 KF0171
 KF0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ389276(NAD 83)
 KF0171_MARKER: DB = BENCH MARK DISK
 KF0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0171_SP_SET: ABUTMENT
 KF0171_STAMPING: J 344 1970
 KF0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0171
 KF0171  HISTORY     - Date     Condition        Report By
 KF0171  HISTORY     - 1970     MONUMENTED       NGS
 KF0171
 KF0171                          STATION DESCRIPTION
 KF0171
 KF0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0171'2.7 MI E FROM ALMA.
 KF0171'ABOUT 2.7 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0171'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.15 MILE EAST
 KF0171'OF STATE HIGHWAY 185 OVERPASS NUMBER 8-02 OVER INTERSTATE 70,
 KF0171'20 FEET SOUTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 KF0171'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 KF0171'ABUTMENT OF THE MORE NORTHERLY OF TWO HIGHWAY BRIDGES OVER PAW PAW
 KF0171'CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 30, T 11S, R 11E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0898 ***********************************************************************
 KE0898  DESIGNATION -  J 345
 KE0898  PID         -  KE0898
 KE0898  STATE/COUNTY-  KS/SHAWNEE
 KE0898  USGS QUAD   -  SILVER LAKE (1983)
 KE0898
 KE0898                         *CURRENT SURVEY CONTROL
 KE0898  ___________________________________________________________________
 KE0898* NAD 83(1986)-  39 03 15.     (N)    095 50 16.     (W)     SCALED    
 KE0898* NAVD 88     -       296.952  (meters)     974.25   (feet)  ADJUSTED  
 KE0898  ___________________________________________________________________
 KE0898  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 KE0898  DYNAMIC HT  -         296.761 (meters)     973.62  (feet)  COMP
 KE0898  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 KE0898
 KE0898  VERT ORDER  -  SECOND    CLASS 0
 KE0898
 KE0898.The horizontal coordinates were scaled from a topographic map and have
 KE0898.an estimated accuracy of +/- 6 seconds.
 KE0898
 KE0898.The orthometric height was determined by differential leveling
 KE0898.and adjusted by the National Geodetic Survey in June 1991..
 KE0898
 KE0898.The geoid height was determined by GEOID03.
 KE0898
 KE0898.The dynamic height is computed by dividing the NAVD 88
 KE0898.geopotential number by the normal gravity value computed on the
 KE0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0898.degrees latitude (g = 980.6199 gals.).
 KE0898
 KE0898.The modeled gravity was interpolated from observed gravity values.
 KE0898
 KE0898;                    North         East    Units  Estimated Accuracy
 KE0898;SPC KS N     -    82,260.      587,140.      MT  (+/- 180 meters Scaled)
 KE0898
 KE0898                          SUPERSEDED SURVEY CONTROL
 KE0898
 KE0898  NGVD 29 (??/??/92)  296.816  (m)          973.80   (f) ADJ UNCH    2 0
 KE0898
 KE0898.Superseded values are not recommended for survey control.
 KE0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0898.See file dsdata.txt to determine how the superseded data were derived.
 KE0898
 KE0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD544266(NAD 83)
 KE0898_MARKER: DB = BENCH MARK DISK
 KE0898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0898_SP_SET: CULVERT
 KE0898_STAMPING: J 345 1970
 KE0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0898
 KE0898  HISTORY     - Date     Condition        Report By
 KE0898  HISTORY     - 1970     MONUMENTED       NGS
 KE0898
 KE0898                          STATION DESCRIPTION
 KE0898
 KE0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0898'9.2 MI W FROM TOPEKA.
 KE0898'ABOUT 9.2 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0898'OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 0.5 MILE SOUTHEAST OF
 KE0898'THE HIGHWAY BRIDGE OVER BLACKSMITH CREEK, 24 FEET SOUTHWEST OF
 KE0898'THE CENTER LINE OF THE SOUTHEAST LANES OF THE HIGHWAY, SET IN
 KE0898'THE TOP AND 1.0 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 KE0898'SOUTHWEST CONCRETE HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER
 KE0898'THE HIGHWAY, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KE0898'SECTION 34, T 11S, R 14E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0927 ***********************************************************************
 KE0927  DESIGNATION -  J 346
 KE0927  PID         -  KE0927
 KE0927  STATE/COUNTY-  KS/SHAWNEE
 KE0927  USGS QUAD   -  TOPEKA (1983)
 KE0927
 KE0927                         *CURRENT SURVEY CONTROL
 KE0927  ___________________________________________________________________
 KE0927* NAD 83(1986)-  39 03 41.     (N)    095 40 46.     (W)     SCALED    
 KE0927* NAVD 88     -       274.402  (meters)     900.27   (feet)  ADJUSTED  
 KE0927  ___________________________________________________________________
 KE0927  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE0927  DYNAMIC HT  -         274.224 (meters)     899.68  (feet)  COMP
 KE0927  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 KE0927
 KE0927  VERT ORDER  -  SECOND    CLASS 0
 KE0927
 KE0927.The horizontal coordinates were scaled from a topographic map and have
 KE0927.an estimated accuracy of +/- 6 seconds.
 KE0927
 KE0927.The orthometric height was determined by differential leveling
 KE0927.and adjusted by the National Geodetic Survey in June 1991..
 KE0927
 KE0927.The geoid height was determined by GEOID03.
 KE0927
 KE0927.The dynamic height is computed by dividing the NAVD 88
 KE0927.geopotential number by the normal gravity value computed on the
 KE0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0927.degrees latitude (g = 980.6199 gals.).
 KE0927
 KE0927.The modeled gravity was interpolated from observed gravity values.
 KE0927
 KE0927;                    North         East    Units  Estimated Accuracy
 KE0927;SPC KS N     -    83,400.      600,820.      MT  (+/- 180 meters Scaled)
 KE0927
 KE0927                          SUPERSEDED SURVEY CONTROL
 KE0927
 KE0927  NGVD 29 (??/??/92)  274.278  (m)          899.86   (f) ADJ UNCH    2 0
 KE0927
 KE0927.Superseded values are not recommended for survey control.
 KE0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0927.See file dsdata.txt to determine how the superseded data were derived.
 KE0927
 KE0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD681270(NAD 83)
 KE0927_MARKER: DB = BENCH MARK DISK
 KE0927_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KE0927_SP_SET: 6 FEET
 KE0927_STAMPING: J 346 1970
 KE0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0927
 KE0927  HISTORY     - Date     Condition        Report By
 KE0927  HISTORY     - 1970     MONUMENTED       NGS
 KE0927  HISTORY     - 20051126 GOOD             GEOCAC
 KE0927
 KE0927                          STATION DESCRIPTION
 KE0927
 KE0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0927'0.2 MI W FROM TOPEKA.
 KE0927'ABOUT 0.2 MILE WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0927'OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, AT THE JUNCTION OF THE
 KE0927'EXIT ROAD FROM THE HIGHWAY TO 1ST STREET AND WEST 1ST STREET,
 KE0927'57 FEET NORTH OF THE NORTH CURB OF WEST 1ST STREET, 27.7 FEET
 KE0927'WEST OF THE WEST CURB OF THE EXIT ROAD, 25 FEET SOUTHWEST OF THE
 KE0927'CENTER OF A 2-FOOT MANHOLE COVER WHICH IS ON THE TOP OF A CATCH
 KE0927'BASIN, 7.7 FEET SOUTH OF A CORNER FENCE POST, 1/2 FOOT EAST OF A
 KE0927'FENCE, 0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 KE0927'THE STREET, ABOUT 15 FEET BELOW THE LEVEL OF THE HIGHWAY, AND
 KE0927'ON THE TOP OF A COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT
 KE0927'A DEPTH OF 6 FEET AND IS ENCASED IN A 4-INCH METAL PIPE WHICH
 KE0927'PROJECTS 0.3 FOOT.  SECTION 30, T 11S, R 16E.
 KE0927
 KE0927                          STATION RECOVERY (2005)
 KE0927
 KE0927'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0927'REPLACE '25 FEET SOUTHWEST OF THE CENTER OF A 2-FOOT MANHOLE COVER'
 KE0927'WITH '16 FEET WEST OF A SQUARE METAL GRATE'.
 KE0927' 
 KE0927'HH2 (NAD83) N39 03 41.3 W95 40 46.3
 KE0927' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0749 ***********************************************************************
 JF0749  DESIGNATION -  J 347
 JF0749  PID         -  JF0749
 JF0749  STATE/COUNTY-  KS/MCPHERSON
 JF0749  USGS QUAD   -  HESSTON (1978)
 JF0749
 JF0749                         *CURRENT SURVEY CONTROL
 JF0749  ___________________________________________________________________
 JF0749* NAD 83(1986)-  38 12 44.     (N)    097 29 47.     (W)     SCALED    
 JF0749* NAVD 88     -       455.760  (meters)    1495.27   (feet)  ADJUSTED  
 JF0749  ___________________________________________________________________
 JF0749  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 JF0749  DYNAMIC HT  -         455.414 (meters)    1494.14  (feet)  COMP
 JF0749  MODELED GRAV-     979,857.0   (mgal)                       NAVD 88
 JF0749
 JF0749  VERT ORDER  -  SECOND    CLASS 0
 JF0749
 JF0749.The horizontal coordinates were scaled from a topographic map and have
 JF0749.an estimated accuracy of +/- 6 seconds.
 JF0749
 JF0749.The orthometric height was determined by differential leveling
 JF0749.and adjusted by the National Geodetic Survey in June 1991..
 JF0749
 JF0749.The geoid height was determined by GEOID03.
 JF0749
 JF0749.The dynamic height is computed by dividing the NAVD 88
 JF0749.geopotential number by the normal gravity value computed on the
 JF0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0749.degrees latitude (g = 980.6199 gals.).
 JF0749
 JF0749.The modeled gravity was interpolated from observed gravity values.
 JF0749
 JF0749;                    North         East    Units  Estimated Accuracy
 JF0749;SPC KS S     -   572,010.      487,890.      MT  (+/- 180 meters Scaled)
 JF0749
 JF0749                          SUPERSEDED SURVEY CONTROL
 JF0749
 JF0749  NGVD 29 (??/??/92)  455.597  (m)         1494.74   (f) ADJ UNCH    2 0
 JF0749
 JF0749.Superseded values are not recommended for survey control.
 JF0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0749.See file dsdata.txt to determine how the superseded data were derived.
 JF0749
 JF0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH316304(NAD 83)
 JF0749_MARKER: DB = BENCH MARK DISK
 JF0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0749_STAMPING: J 347 1972
 JF0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0749+STABILITY: SURFACE MOTION
 JF0749
 JF0749  HISTORY     - Date     Condition        Report By
 JF0749  HISTORY     - 1972     MONUMENTED       NGS
 JF0749
 JF0749                          STATION DESCRIPTION
 JF0749
 JF0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0749'14.2 MI SE FROM MC PHERSON.
 JF0749'ABOUT 14.15 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0749'HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, 87.0 FEET SOUTHWEST
 JF0749'OF THE CENTER LINE OF THE SOUTH BOUND LANE OF I35W, 1.5 FEET NORTH
 JF0749'OF A METAL WITNESS POST, 1.0 FOOT NORTHEAST OF THE RIGHT-OF-WAY
 JF0749'FENCE LINE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 JF0749'OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION 24, T 21 S,
 JF0749'R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0528 ***********************************************************************
 HF0528  DESIGNATION -  J 348
 HF0528  PID         -  HF0528
 HF0528  STATE/COUNTY-  KS/SEDGWICK
 HF0528  USGS QUAD   -  VALLEY CENTER (1982)
 HF0528
 HF0528                         *CURRENT SURVEY CONTROL
 HF0528  ___________________________________________________________________
 HF0528* NAD 83(1986)-  37 51 12.     (N)    097 19 36.     (W)     SCALED    
 HF0528* NAVD 88     -       431.411  (meters)    1415.39   (feet)  ADJUSTED  
 HF0528  ___________________________________________________________________
 HF0528  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF0528  DYNAMIC HT  -         431.075 (meters)    1414.29  (feet)  COMP
 HF0528  MODELED GRAV-     979,837.8   (mgal)                       NAVD 88
 HF0528
 HF0528  VERT ORDER  -  SECOND    CLASS 0
 HF0528
 HF0528.The horizontal coordinates were scaled from a topographic map and have
 HF0528.an estimated accuracy of +/- 6 seconds.
 HF0528
 HF0528.The orthometric height was determined by differential leveling
 HF0528.and adjusted by the National Geodetic Survey in June 1991..
 HF0528
 HF0528.The geoid height was determined by GEOID03.
 HF0528
 HF0528.The dynamic height is computed by dividing the NAVD 88
 HF0528.geopotential number by the normal gravity value computed on the
 HF0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0528.degrees latitude (g = 980.6199 gals.).
 HF0528
 HF0528.The modeled gravity was interpolated from observed gravity values.
 HF0528
 HF0528;                    North         East    Units  Estimated Accuracy
 HF0528;SPC KS S     -   532,350.      503,250.      MT  (+/- 180 meters Scaled)
 HF0528
 HF0528                          SUPERSEDED SURVEY CONTROL
 HF0528
 HF0528  NGVD 29 (??/??/92)  431.259  (m)         1414.89   (f) ADJ UNCH    2 0
 HF0528
 HF0528.Superseded values are not recommended for survey control.
 HF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0528.See file dsdata.txt to determine how the superseded data were derived.
 HF0528
 HF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG472908(NAD 83)
 HF0528_MARKER: DB = BENCH MARK DISK
 HF0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0528_STAMPING: J 348 1972
 HF0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0528+STABILITY: SURFACE MOTION
 HF0528
 HF0528  HISTORY     - Date     Condition        Report By
 HF0528  HISTORY     - 1972     MONUMENTED       NGS
 HF0528
 HF0528                          STATION DESCRIPTION
 HF0528
 HF0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0528'6.3 MI N FROM WICHITA.
 HF0528'ABOUT 6.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0528'OVERPASS FOR INTERSTATE HIGHWAY 235, 106.0 WEST OF THE CENTER
 HF0528'OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 W, 1.5
 HF0528'NORTHEAST OF THE WEST CORNER POST IN RIGHT-OF-WAY FENCE, 4.0
 HF0528'FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 HF0528'POST AT A JOG IN THE RIGHT-OF-WAY FENCE LINE PROJECTING 0.1
 HF0528'FOOT AND ABOUT 2 FEET ABOVE THE SOUTH BOUND LANE OF INTERSTATE
 HF0528'HIGHWAY 35 W.  SECTION 28, T 25 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0605 ***********************************************************************
 HG0605  DESIGNATION -  J 35
 HG0605  PID         -  HG0605
 HG0605  STATE/COUNTY-  KS/KIOWA
 HG0605  USGS QUAD   -  MULLINVILLE (1969)
 HG0605
 HG0605                         *CURRENT SURVEY CONTROL
 HG0605  ___________________________________________________________________
 HG0605* NAD 83(1986)-  37 35 18.     (N)    099 26 16.     (W)     SCALED    
 HG0605* NAVD 88     -       706.398  (meters)    2317.57   (feet)  ADJUSTED  
 HG0605  ___________________________________________________________________
 HG0605  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 HG0605  DYNAMIC HT  -         705.783 (meters)    2315.56  (feet)  COMP
 HG0605  MODELED GRAV-     979,736.9   (mgal)                       NAVD 88
 HG0605
 HG0605  VERT ORDER  -  FIRST     CLASS II
 HG0605
 HG0605.The horizontal coordinates were scaled from a topographic map and have
 HG0605.an estimated accuracy of +/- 6 seconds.
 HG0605
 HG0605.The orthometric height was determined by differential leveling
 HG0605.and adjusted by the National Geodetic Survey in June 1991..
 HG0605
 HG0605.The geoid height was determined by GEOID03.
 HG0605
 HG0605.The dynamic height is computed by dividing the NAVD 88
 HG0605.geopotential number by the normal gravity value computed on the
 HG0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0605.degrees latitude (g = 980.6199 gals.).
 HG0605
 HG0605.The modeled gravity was interpolated from observed gravity values.
 HG0605
 HG0605;                    North         East    Units  Estimated Accuracy
 HG0605;SPC KS S     -   502,710.      317,180.      MT  (+/- 180 meters Scaled)
 HG0605
 HG0605                          SUPERSEDED SURVEY CONTROL
 HG0605
 HG0605  NGVD 29 (??/??/92)  706.081  (m)         2316.53   (f) ADJ UNCH    1 2
 HG0605
 HG0605.Superseded values are not recommended for survey control.
 HG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0605.See file dsdata.txt to determine how the superseded data were derived.
 HG0605
 HG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG613602(NAD 83)
 HG0605_MARKER: DB = BENCH MARK DISK
 HG0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0605_STAMPING: J 35 1934
 HG0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0605+STABILITY: SURFACE MOTION
 HG0605
 HG0605  HISTORY     - Date     Condition        Report By
 HG0605  HISTORY     - 1934     MONUMENTED       CGS
 HG0605  HISTORY     - 1968     GOOD             NGS
 HG0605
 HG0605                          STATION DESCRIPTION
 HG0605
 HG0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0605'2 MI E FROM MULLINVILLE.
 HG0605'ABOUT 2.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0605'RAILWAY FROM THE STATION AT MULLINVILLE, KIOWA COUNTY, AT MILEAGE
 HG0605'336.65, AND 47 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A
 HG0605'STANDARD DISK, STAMPED J 35 1934 AND SET IN THE TOP OF A CONCRETE
 HG0605'POST.
 HG0605
 HG0605                          STATION RECOVERY (1968)
 HG0605
 HG0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HG0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0618 ***********************************************************************
 HH0618  DESIGNATION -  J 352
 HH0618  PID         -  HH0618
 HH0618  STATE/COUNTY-  KS/FINNEY
 HH0618  USGS QUAD   -  PIERCEVILLE (1967)
 HH0618
 HH0618                         *CURRENT SURVEY CONTROL
 HH0618  ___________________________________________________________________
 HH0618* NAD 83(1986)-  37 53 27.     (N)    100 42 02.     (W)     SCALED    
 HH0618* NAVD 88     -       844.649  (meters)    2771.15   (feet)  ADJUSTED  
 HH0618  ___________________________________________________________________
 HH0618  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 HH0618  DYNAMIC HT  -         843.899 (meters)    2768.69  (feet)  COMP
 HH0618  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 HH0618
 HH0618  VERT ORDER  -  FIRST     CLASS II
 HH0618
 HH0618.The horizontal coordinates were scaled from a topographic map and have
 HH0618.an estimated accuracy of +/- 6 seconds.
 HH0618
 HH0618.The orthometric height was determined by differential leveling
 HH0618.and adjusted by the National Geodetic Survey in June 1991..
 HH0618
 HH0618.The geoid height was determined by GEOID03.
 HH0618
 HH0618.The dynamic height is computed by dividing the NAVD 88
 HH0618.geopotential number by the normal gravity value computed on the
 HH0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0618.degrees latitude (g = 980.6199 gals.).
 HH0618
 HH0618.The modeled gravity was interpolated from observed gravity values.
 HH0618
 HH0618;                    North         East    Units  Estimated Accuracy
 HH0618;SPC KS S     -   538,150.      206,460.      MT  (+/- 180 meters Scaled)
 HH0618
 HH0618                          SUPERSEDED SURVEY CONTROL
 HH0618
 HH0618.No superseded survey control is available for this station.
 HH0618
 HH0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG504950(NAD 83)
 HH0618_MARKER: DB = BENCH MARK DISK
 HH0618_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HH0618+WITH SETTING: PAVEMENT
 HH0618_SP_SET: WELL PAD
 HH0618_STAMPING: J 352 1986
 HH0618_MARK LOGO: NGS   
 HH0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0618+STABILITY: POSITION/ELEVATION WELL
 HH0618
 HH0618  HISTORY     - Date     Condition        Report By
 HH0618  HISTORY     - 1986     MONUMENTED       NGS
 HH0618
 HH0618                          STATION DESCRIPTION
 HH0618
 HH0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0618'2.4 KM (1.5 MI) NW FROM PIERCEVILLE.
 HH0618'2.45 KM (1.50 MI) NORTHWEST ALONG A BLADED ROAD PARALLELING THE
 HH0618'ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM THE JUNCTION OF
 HH0618'PIERCEVILLE ROAD AT PIERCEVILLE, IN THE EAST CORNER OF A 4 BY 4 FOOT
 HH0618'WELL PAD ATTACHED TO A WELL CASING 150 FOOT DEEP, 9.4 METERS (31 FT)
 HH0618'SOUTHWEST OF THE CENTER OF THE ROAD, 12.5 METERS (41 FT) SOUTHEAST OF
 HH0618'A POWER POLE WITH 3-TRANSFORMERS, 1.9 METERS (6.5 FT) EAST OF A POLE
 HH0618'WITH A METER, 0.4 METER (1.2 FT) SOUTHWEST OF THE NORTHEAST EDGE OF
 HH0618'THE PAD AND 0.3 METER (1 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 HH0618'PAD.
 HH0618'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0643 ***********************************************************************
 HH0643  DESIGNATION -  J 353
 HH0643  PID         -  HH0643
 HH0643  STATE/COUNTY-  KS/FORD
 HH0643  USGS QUAD   -  DODGE CITY (1984)
 HH0643
 HH0643                         *CURRENT SURVEY CONTROL
 HH0643  ___________________________________________________________________
 HH0643* NAD 83(1986)-  37 45 48.     (N)    100 01 03.     (W)     SCALED    
 HH0643* NAVD 88     -       788.910  (meters)    2588.28   (feet)  ADJUSTED  
 HH0643  ___________________________________________________________________
 HH0643  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 HH0643  DYNAMIC HT  -         788.228 (meters)    2586.04  (feet)  COMP
 HH0643  MODELED GRAV-     979,738.1   (mgal)                       NAVD 88
 HH0643
 HH0643  VERT ORDER  -  FIRST     CLASS II
 HH0643
 HH0643.The horizontal coordinates were scaled from a topographic map and have
 HH0643.an estimated accuracy of +/- 6 seconds.
 HH0643
 HH0643.The orthometric height was determined by differential leveling
 HH0643.and adjusted by the National Geodetic Survey in June 1991..
 HH0643
 HH0643.The geoid height was determined by GEOID03.
 HH0643
 HH0643.The dynamic height is computed by dividing the NAVD 88
 HH0643.geopotential number by the normal gravity value computed on the
 HH0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0643.degrees latitude (g = 980.6199 gals.).
 HH0643
 HH0643.The modeled gravity was interpolated from observed gravity values.
 HH0643
 HH0643;                    North         East    Units  Estimated Accuracy
 HH0643;SPC KS S     -   522,800.      266,300.      MT  (+/- 180 meters Scaled)
 HH0643
 HH0643                          SUPERSEDED SURVEY CONTROL
 HH0643
 HH0643.No superseded survey control is available for this station.
 HH0643
 HH0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG103800(NAD 83)
 HH0643_MARKER: DB = BENCH MARK DISK
 HH0643_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HH0643_SP_SET: BUILDING
 HH0643_STAMPING: J 353 1986
 HH0643_MARK LOGO: NGS   
 HH0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0643+STABILITY: POSITION/ELEVATION WELL
 HH0643
 HH0643  HISTORY     - Date     Condition        Report By
 HH0643  HISTORY     - 1986     MONUMENTED       NGS
 HH0643
 HH0643                          STATION DESCRIPTION
 HH0643
 HH0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0643'1.1 KM (0.7 MI) NORTH FROM DODGE CITY.
 HH0643'0.97 KM (0.6 MI) NORTH ALONG CENTRAL AVENUE FROM THE POST OFFICE IN
 HH0643'DODGE CITY, THENCE 0.13 KM (0.08 MI) WEST ALONG MULBERRY STREET,
 HH0643'VERTICALLY, IN THE WINDOW SILL OF THE EAST ONE OF THREE WINDOWS, IN
 HH0643'THE NORTH FACE OF THE DODGE CITY HIGH SCHOOL AUDITORIUM, 17.6 METERS
 HH0643'(58 FT) WEST OF THE WEST CURB OF 1ST AVENUE AND 30.9 METERS (101.5 FT)
 HH0643'SOUTH-SOUTHEAST OF THE CENTER OF THE MAIN ENTRANCE.
 HH0643'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0660 ***********************************************************************
 HG0660  DESIGNATION -  J 354
 HG0660  PID         -  HG0660
 HG0660  STATE/COUNTY-  KS/FORD
 HG0660  USGS QUAD   -  BUCKLIN SE (1969)
 HG0660
 HG0660                         *CURRENT SURVEY CONTROL
 HG0660  ___________________________________________________________________
 HG0660* NAD 83(1986)-  37 33 25.     (N)    099 35 02.     (W)     SCALED    
 HG0660* NAVD 88     -       733.136  (meters)    2405.30   (feet)  ADJUSTED  
 HG0660  ___________________________________________________________________
 HG0660  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 HG0660  DYNAMIC HT  -         732.491 (meters)    2403.18  (feet)  COMP
 HG0660  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 HG0660
 HG0660  VERT ORDER  -  FIRST     CLASS II
 HG0660
 HG0660.The horizontal coordinates were scaled from a topographic map and have
 HG0660.an estimated accuracy of +/- 6 seconds.
 HG0660
 HG0660.The orthometric height was determined by differential leveling
 HG0660.and adjusted by the National Geodetic Survey in June 1991..
 HG0660
 HG0660.The geoid height was determined by GEOID03.
 HG0660
 HG0660.The dynamic height is computed by dividing the NAVD 88
 HG0660.geopotential number by the normal gravity value computed on the
 HG0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0660.degrees latitude (g = 980.6199 gals.).
 HG0660
 HG0660.The modeled gravity was interpolated from observed gravity values.
 HG0660
 HG0660;                    North         East    Units  Estimated Accuracy
 HG0660;SPC KS S     -   499,360.      304,240.      MT  (+/- 180 meters Scaled)
 HG0660
 HG0660                          SUPERSEDED SURVEY CONTROL
 HG0660
 HG0660.No superseded survey control is available for this station.
 HG0660
 HG0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG484568(NAD 83)
 HG0660_MARKER: I = METAL ROD
 HG0660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0660_SP_SET: STAINLESS STEEL ROD
 HG0660_STAMPING: J 354 1986
 HG0660_MARK LOGO: NGS   
 HG0660_PROJECTION: FLUSH
 HG0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0660_ROD/PIPE-DEPTH: 13.4 meters
 HG0660
 HG0660  HISTORY     - Date     Condition        Report By
 HG0660  HISTORY     - 1986     MONUMENTED       NGS
 HG0660
 HG0660                          STATION DESCRIPTION
 HG0660
 HG0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0660'4.5 KM (2.8 MI) NE FROM BUCKLIN.
 HG0660'4.5 KM (2.8 MI) NORTHEAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF
 HG0660'STATE HIGHWAY 34 AT BUCKLIN, AT THE ENTRANCE TO AN ABANDON HOMESTEAD,
 HG0660'0.26 KM (0.15 MI) WEST OF MILEPOST 91, 21.9 METERS (72 FT) NORTH OF
 HG0660'THE HIGHWAY CENTERLINE, 6.4 METERS (21 FT) EAST OF THE EAST END OF A
 HG0660'WIRE GATE, 2.6 METERS (8.5 FT) WEST OF A FENCE T JUNCTION AND 0.3
 HG0660'METER (1 FT) SOUTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM
 HG0660'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0660'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0660'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0760 ***********************************************************************
 HG0760  DESIGNATION -  J 355
 HG0760  PID         -  HG0760
 HG0760  STATE/COUNTY-  KS/HARPER
 HG0760  USGS QUAD   -  ANTHONY (1983)
 HG0760
 HG0760                         *CURRENT SURVEY CONTROL
 HG0760  ___________________________________________________________________
 HG0760* NAD 83(1986)-  37 09 58.     (N)    098 02 21.     (W)     SCALED    
 HG0760* NAVD 88     -       416.049  (meters)    1364.99   (feet)  ADJUSTED  
 HG0760  ___________________________________________________________________
 HG0760  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HG0760  DYNAMIC HT  -         415.701 (meters)    1363.85  (feet)  COMP
 HG0760  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 HG0760
 HG0760  VERT ORDER  -  FIRST     CLASS II
 HG0760
 HG0760.The horizontal coordinates were scaled from a topographic map and have
 HG0760.an estimated accuracy of +/- 6 seconds.
 HG0760
 HG0760.The orthometric height was determined by differential leveling
 HG0760.and adjusted by the National Geodetic Survey in June 1991..
 HG0760
 HG0760.The geoid height was determined by GEOID03.
 HG0760
 HG0760.The dynamic height is computed by dividing the NAVD 88
 HG0760.geopotential number by the normal gravity value computed on the
 HG0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0760.degrees latitude (g = 980.6199 gals.).
 HG0760
 HG0760.The modeled gravity was interpolated from observed gravity values.
 HG0760
 HG0760;                    North         East    Units  Estimated Accuracy
 HG0760;SPC KS S     -   455,530.      440,930.      MT  (+/- 180 meters Scaled)
 HG0760
 HG0760                          SUPERSEDED SURVEY CONTROL
 HG0760
 HG0760.No superseded survey control is available for this station.
 HG0760
 HG0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG853137(NAD 83)
 HG0760_MARKER: I = METAL ROD
 HG0760_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0760_SP_SET: STAINLESS STEEL ROD
 HG0760_STAMPING: J 355 1986
 HG0760_MARK LOGO: NGS   
 HG0760_PROJECTION: FLUSH
 HG0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0760+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 HG0760_ROD/PIPE-DEPTH: 13.1 meters
 HG0760
 HG0760  HISTORY     - Date     Condition        Report By
 HG0760  HISTORY     - 1986     MONUMENTED       NGS
 HG0760  HISTORY     - 20031103 GOOD             INDIV
 HG0760
 HG0760                          STATION DESCRIPTION
 HG0760
 HG0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0760'1.6 KM (1.0 MI) NORTH FROM ANTHONY.
 HG0760'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 HG0760'STATE HIGHWAY 44 AT ANTHONY, AT THE ENTRANCE TO A DRIVE-INN THEATER,
 HG0760'27.7 METERS (91 FT) EAST OF THE HIGHWAY CENTERLINE, 14.6 METERS (48
 HG0760'FT) NORTH OF THE CENTER OF THE SOUTH ENTRANCE ROAD TO THE THEATER,
 HG0760'13.4 METERS (44 FT) SOUTH OF THE NORTH EXIT ROAD TO THE THEATER, 3.6
 HG0760'METERS (11.8 FT) WEST-NORTHWEST OF A MARQUE AND 0.6 METER (1.9 FT)
 HG0760'NORTH OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0760'5-INCH LOGO CAP.
 HG0760'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 HG0760'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HG0760
 HG0760                          STATION RECOVERY (2003)
 HG0760
 HG0760'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLE)
 HG0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0684 ***********************************************************************
 HG0684  DESIGNATION -  J 357
 HG0684  PID         -  HG0684
 HG0684  STATE/COUNTY-  KS/KIOWA
 HG0684  USGS QUAD   -  HAVILAND (1968)
 HG0684
 HG0684                         *CURRENT SURVEY CONTROL
 HG0684  ___________________________________________________________________
 HG0684* NAD 83(1986)-  37 37 09.     (N)    099 02 00.     (W)     SCALED    
 HG0684* NAVD 88     -       645.046  (meters)    2116.29   (feet)  ADJUSTED  
 HG0684  ___________________________________________________________________
 HG0684  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 HG0684  DYNAMIC HT  -         644.497 (meters)    2114.49  (feet)  COMP
 HG0684  MODELED GRAV-     979,757.6   (mgal)                       NAVD 88
 HG0684
 HG0684  VERT ORDER  -  FIRST     CLASS II
 HG0684
 HG0684.The horizontal coordinates were scaled from a topographic map and have
 HG0684.an estimated accuracy of +/- 6 seconds.
 HG0684
 HG0684.The orthometric height was determined by differential leveling
 HG0684.and adjusted by the National Geodetic Survey in June 1991..
 HG0684
 HG0684.The geoid height was determined by GEOID03.
 HG0684
 HG0684.The dynamic height is computed by dividing the NAVD 88
 HG0684.geopotential number by the normal gravity value computed on the
 HG0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0684.degrees latitude (g = 980.6199 gals.).
 HG0684
 HG0684.The modeled gravity was interpolated from observed gravity values.
 HG0684
 HG0684;                    North         East    Units  Estimated Accuracy
 HG0684;SPC KS S     -   505,850.      352,920.      MT  (+/- 180 meters Scaled)
 HG0684
 HG0684                          SUPERSEDED SURVEY CONTROL
 HG0684
 HG0684.No superseded survey control is available for this station.
 HG0684
 HG0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG970635(NAD 83)
 HG0684_MARKER: I = METAL ROD
 HG0684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0684_SP_SET: STAINLESS STEEL ROD
 HG0684_STAMPING: J 357 1986
 HG0684_MARK LOGO: NGS   
 HG0684_PROJECTION: FLUSH
 HG0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0684_ROD/PIPE-DEPTH: 6.1  meters
 HG0684
 HG0684  HISTORY     - Date     Condition        Report By
 HG0684  HISTORY     - 1986     MONUMENTED       NGS
 HG0684
 HG0684                          STATION DESCRIPTION
 HG0684
 HG0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0684'6.4 KM (4.0 MI) EAST FROM HAVILAND.
 HG0684'6.45 KM (4.05 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN
 HG0684'STREET AT HAVILAND, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A DIRT
 HG0684'ROAD, 0.22 KM (0.14 MI) WEST OF MILEPOST 122, 26.5 METERS (87 FT)
 HG0684'SOUTH OF THE HIGHWAY CENTERLINE, 16.6 METERS (54.5 FT) WEST OF THE
 HG0684'CENTER OF THE ROAD, 7.4 METERS (24.5 FT) WEST OF A FENCE CORNER AND
 HG0684'0.3 METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 HG0684'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0684'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0684'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0438 ***********************************************************************
 JH0438  DESIGNATION -  J 358
 JH0438  PID         -  JH0438
 JH0438  STATE/COUNTY-  KS/FINNEY
 JH0438  USGS QUAD   -  TENNIS (1976)
 JH0438
 JH0438                         *CURRENT SURVEY CONTROL
 JH0438  ___________________________________________________________________
 JH0438* NAD 83(1986)-  38 13 19.     (N)    100 53 00.     (W)     SCALED    
 JH0438* NAVD 88     -       882.939  (meters)    2896.78   (feet)  ADJUSTED  
 JH0438  ___________________________________________________________________
 JH0438  GEOID HEIGHT-         -25.06  (meters)                     GEOID03
 JH0438  DYNAMIC HT  -         882.181 (meters)    2894.29  (feet)  COMP
 JH0438  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 JH0438
 JH0438  VERT ORDER  -  FIRST     CLASS II
 JH0438
 JH0438.The horizontal coordinates were scaled from a topographic map and have
 JH0438.an estimated accuracy of +/- 6 seconds.
 JH0438
 JH0438.The orthometric height was determined by differential leveling
 JH0438.and adjusted by the National Geodetic Survey in June 1991..
 JH0438
 JH0438.The geoid height was determined by GEOID03.
 JH0438
 JH0438.The dynamic height is computed by dividing the NAVD 88
 JH0438.geopotential number by the normal gravity value computed on the
 JH0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0438.degrees latitude (g = 980.6199 gals.).
 JH0438
 JH0438.The modeled gravity was interpolated from observed gravity values.
 JH0438
 JH0438;                    North         East    Units  Estimated Accuracy
 JH0438;SPC KS S     -   575,280.      191,330.      MT  (+/- 180 meters Scaled)
 JH0438
 JH0438                          SUPERSEDED SURVEY CONTROL
 JH0438
 JH0438.No superseded survey control is available for this station.
 JH0438
 JH0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH351321(NAD 83)
 JH0438_MARKER: I = METAL ROD
 JH0438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0438_SP_SET: STAINLESS STEEL ROD
 JH0438_STAMPING: J 358 1986
 JH0438_MARK LOGO: NGS   
 JH0438_PROJECTION: FLUSH
 JH0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0438_ROD/PIPE-DEPTH: 11.0 meters
 JH0438
 JH0438  HISTORY     - Date     Condition        Report By
 JH0438  HISTORY     - 1986     MONUMENTED       NGS
 JH0438
 JH0438                          STATION DESCRIPTION
 JH0438
 JH0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0438'27.5 KM (17.1 MI) NORTH FROM GARDEN CITY.
 JH0438'27.5 KM (17.2 MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0438'HIGHWAY 50 WEST AT GARDEN CITY, IN THE NORTHEAST CORNER OF THE
 JH0438'JUNCTION OF A DIRT ROAD, 0.13 KM (0.08 MI) NORTH OF MILEPOST 88, 22.7
 JH0438'METERS (74.5 FT) EAST OF THE HIGHWAY CENTERLINE, 33.2 METERS (109 FT)
 JH0438'NORTH OF THE CENTER OF THE ROAD AND 0.3 METER (1 FT) SOUTH OF A
 JH0438'CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 JH0438'THROUGH A 5-INCH LOGO CAP.
 JH0438'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JH0438'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0710 ***********************************************************************
 HG0710  DESIGNATION -  J 359
 HG0710  PID         -  HG0710
 HG0710  STATE/COUNTY-  KS/PRATT
 HG0710  USGS QUAD   -  PRATT (1968)
 HG0710
 HG0710                         *CURRENT SURVEY CONTROL
 HG0710  ___________________________________________________________________
 HG0710* NAD 83(1986)-  37 38 43.     (N)    098 37 36.     (W)     SCALED    
 HG0710* NAVD 88     -       550.430  (meters)    1805.87   (feet)  ADJUSTED  
 HG0710  ___________________________________________________________________
 HG0710  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 HG0710  DYNAMIC HT  -         549.968 (meters)    1804.35  (feet)  COMP
 HG0710  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 HG0710
 HG0710  VERT ORDER  -  FIRST     CLASS II
 HG0710
 HG0710.The horizontal coordinates were scaled from a topographic map and have
 HG0710.an estimated accuracy of +/- 6 seconds.
 HG0710
 HG0710.The orthometric height was determined by differential leveling
 HG0710.and adjusted by the National Geodetic Survey in June 1991..
 HG0710
 HG0710.The geoid height was determined by GEOID03.
 HG0710
 HG0710.The dynamic height is computed by dividing the NAVD 88
 HG0710.geopotential number by the normal gravity value computed on the
 HG0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0710.degrees latitude (g = 980.6199 gals.).
 HG0710
 HG0710.The modeled gravity was interpolated from observed gravity values.
 HG0710
 HG0710;                    North         East    Units  Estimated Accuracy
 HG0710;SPC KS S     -   508,620.      388,820.      MT  (+/- 180 meters Scaled)
 HG0710
 HG0710                          SUPERSEDED SURVEY CONTROL
 HG0710
 HG0710.No superseded survey control is available for this station.
 HG0710
 HG0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG329665(NAD 83)
 HG0710_MARKER: I = METAL ROD
 HG0710_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0710_SP_SET: STAINLESS STEEL ROD
 HG0710_STAMPING: J 359 1986
 HG0710_MARK LOGO: NGS   
 HG0710_PROJECTION: FLUSH
 HG0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0710_ROD/PIPE-DEPTH: 18.3 meters
 HG0710
 HG0710  HISTORY     - Date     Condition        Report By
 HG0710  HISTORY     - 1986     MONUMENTED       NGS
 HG0710
 HG0710                          STATION DESCRIPTION
 HG0710
 HG0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0710'9.8 KM (6.1 MI) EAST FROM PRATT.
 HG0710'9.82 KM (6.13 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US
 HG0710'HIGHWAY 281 AT PRATT, 0.24 KM (0.15 MI) EAST OF THE T JUNCTION OF A
 HG0710'DIRT ROAD LEADING SOUTH, 0.49 KM (0.3 MI) EAST OF MILEPOST 144, 26.2
 HG0710'METERS (86 FT) SOUTH OF THE HIGHWAY CENTERLINE, 18.6 METERS (61 FT)
 HG0710'WEST OF A POWER POLE WITH A METER, 16.7 METERS (55 FT) SOUTH OF THE
 HG0710'WEST END OF THE SOUTH HEADWALL FOR A CONCRETE PIPE CULVERT, 11.2
 HG0710'METERS (37 FT) WEST OF THE CENTER OF A FIELD ENTRANCE ROAD AND 0.3
 HG0710'METER (1 FT) EAST OF A CONCRETE RIGHT OF WAY MARKER.  NOTE--ACCESS TO
 HG0710'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0710'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0710'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0356 ***********************************************************************
 HG0356  DESIGNATION -  J 36
 HG0356  PID         -  HG0356
 HG0356  STATE/COUNTY-  KS/PRATT
 HG0356  USGS QUAD   -  PRATT (1968)
 HG0356
 HG0356                         *CURRENT SURVEY CONTROL
 HG0356  ___________________________________________________________________
 HG0356* NAD 83(1986)-  37 38 43.     (N)    098 38 52.     (W)     SCALED    
 HG0356* NAVD 88     -       542.914  (meters)    1781.21   (feet)  ADJUSTED  
 HG0356  ___________________________________________________________________
 HG0356  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 HG0356  DYNAMIC HT  -         542.459 (meters)    1779.72  (feet)  COMP
 HG0356  MODELED GRAV-     979,774.0   (mgal)                       NAVD 88
 HG0356
 HG0356  VERT ORDER  -  FIRST     CLASS II
 HG0356
 HG0356.The horizontal coordinates were scaled from a topographic map and have
 HG0356.an estimated accuracy of +/- 6 seconds.
 HG0356
 HG0356.The orthometric height was determined by differential leveling
 HG0356.and adjusted by the National Geodetic Survey in June 1991..
 HG0356
 HG0356.The geoid height was determined by GEOID03.
 HG0356
 HG0356.The dynamic height is computed by dividing the NAVD 88
 HG0356.geopotential number by the normal gravity value computed on the
 HG0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0356.degrees latitude (g = 980.6199 gals.).
 HG0356
 HG0356.The modeled gravity was interpolated from observed gravity values.
 HG0356
 HG0356;                    North         East    Units  Estimated Accuracy
 HG0356;SPC KS S     -   508,620.      386,960.      MT  (+/- 180 meters Scaled)
 HG0356
 HG0356                          SUPERSEDED SURVEY CONTROL
 HG0356
 HG0356  NGVD 29 (??/??/92)  542.683  (m)         1780.45   (f) ADJ UNCH    1 2
 HG0356
 HG0356.Superseded values are not recommended for survey control.
 HG0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0356.See file dsdata.txt to determine how the superseded data were derived.
 HG0356
 HG0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG310665(NAD 83)
 HG0356_MARKER: DB = BENCH MARK DISK
 HG0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0356_STAMPING: J 36 1934
 HG0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0356+STABILITY: SURFACE MOTION
 HG0356
 HG0356  HISTORY     - Date     Condition        Report By
 HG0356  HISTORY     - 1934     MONUMENTED       CGS
 HG0356  HISTORY     - 1966     MARK NOT FOUND   USGS
 HG0356
 HG0356                          STATION DESCRIPTION
 HG0356
 HG0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0356'5.1 MI E FROM PRATT.
 HG0356'ABOUT 5.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HG0356'FROM THE STATION AT PRATT, PRATT COUNTY, AT MILEAGE 74.2, 44 FEET
 HG0356'EAST OF A PRIVATE ROAD CROSSING, 46.5 FEET NORTH OF THE CENTER
 HG0356'LINE OF THE TRACK, AND 44 FEET SOUTH OF U.S. HIGHWAY 54.  A
 HG0356'STANDARD DISK, STAMPED J 36 1934 AND SET IN THE TOP OF A CONCRETE
 HG0356'POST.  NOTE-- THE HIGHWAY HAS BEEN WIDENED
 HG0356
 HG0356                          STATION RECOVERY (1966)
 HG0356
 HG0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HG0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0475 ***********************************************************************
 JH0475  DESIGNATION -  J 361
 JH0475  PID         -  JH0475
 JH0475  STATE/COUNTY-  KS/LOGAN
 JH0475  USGS QUAD   -  ELKADER (1974)
 JH0475
 JH0475                         *CURRENT SURVEY CONTROL
 JH0475  ___________________________________________________________________
 JH0475* NAD 83(1986)-  38 46 04.     (N)    100 51 44.     (W)     SCALED    
 JH0475* NAVD 88     -       850.109  (meters)    2789.07   (feet)  ADJUSTED  
 JH0475  ___________________________________________________________________
 JH0475  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JH0475  DYNAMIC HT  -         849.428 (meters)    2786.83  (feet)  COMP
 JH0475  MODELED GRAV-     979,798.1   (mgal)                       NAVD 88
 JH0475
 JH0475  VERT ORDER  -  FIRST     CLASS II
 JH0475
 JH0475.The horizontal coordinates were scaled from a topographic map and have
 JH0475.an estimated accuracy of +/- 6 seconds.
 JH0475
 JH0475.The orthometric height was determined by differential leveling
 JH0475.and adjusted by the National Geodetic Survey in June 1991..
 JH0475
 JH0475.The geoid height was determined by GEOID03.
 JH0475
 JH0475.The dynamic height is computed by dividing the NAVD 88
 JH0475.geopotential number by the normal gravity value computed on the
 JH0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0475.degrees latitude (g = 980.6199 gals.).
 JH0475
 JH0475.The modeled gravity was interpolated from observed gravity values.
 JH0475
 JH0475;                    North         East    Units  Estimated Accuracy
 JH0475;SPC KS N     -    52,160.      151,290.      MT  (+/- 180 meters Scaled)
 JH0475
 JH0475                          SUPERSEDED SURVEY CONTROL
 JH0475
 JH0475.No superseded survey control is available for this station.
 JH0475
 JH0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH382926(NAD 83)
 JH0475_MARKER: I = METAL ROD
 JH0475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0475_SP_SET: STAINLESS STEEL ROD
 JH0475_STAMPING: J 361 1986
 JH0475_MARK LOGO: NGS   
 JH0475_PROJECTION: FLUSH
 JH0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0475_ROD/PIPE-DEPTH: 12.2 meters
 JH0475
 JH0475  HISTORY     - Date     Condition        Report By
 JH0475  HISTORY     - 1986     MONUMENTED       NGS
 JH0475
 JH0475                          STATION DESCRIPTION
 JH0475
 JH0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0475'32.2 KM (20.0 MI) NORTH FROM SCOTT CITY.
 JH0475'32.22 KM (20.13 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0475'SCOTT CITY, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A DIRT ROAD,
 JH0475'0.08 KM (0.05 MI) SOUTH OF MILEPOST 127, 15.2 METERS (50 FT) EAST OF
 JH0475'THE HIGHWAY CENTERLINE, 5.4 METERS (18 FT) SOUTH OF THE CENTER OF THE
 JH0475'ROAD, 5.9 METERS (19.5 FT) SOUTHEAST OF THE SOUTH END OF A CONCRETE
 JH0475'CULVERT, 2.3 METERS (7.5 FT) SOUTH OF THE SOUTH END OF A GATE AND 0.4
 JH0475'METER (1.5 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JH0475'THROUGH A 5-INCH LOGO CAP.
 JH0475'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JH0475'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0578 ***********************************************************************
 KH0578  DESIGNATION -  J 362
 KH0578  PID         -  KH0578
 KH0578  STATE/COUNTY-  KS/TREGO
 KH0578  USGS QUAD   -  COLLYER (1979)
 KH0578
 KH0578                         *CURRENT SURVEY CONTROL
 KH0578  ___________________________________________________________________
 KH0578* NAD 83(1986)-  39 02 18.     (N)    100 06 55.     (W)     SCALED    
 KH0578* NAVD 88     -       787.210  (meters)    2582.70   (feet)  ADJUSTED  
 KH0578  ___________________________________________________________________
 KH0578  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 KH0578  DYNAMIC HT  -         786.608 (meters)    2580.73  (feet)  COMP
 KH0578  MODELED GRAV-     979,835.9   (mgal)                       NAVD 88
 KH0578
 KH0578  VERT ORDER  -  FIRST     CLASS II
 KH0578
 KH0578.The horizontal coordinates were scaled from a topographic map and have
 KH0578.an estimated accuracy of +/- 6 seconds.
 KH0578
 KH0578.The orthometric height was determined by differential leveling
 KH0578.and adjusted by the National Geodetic Survey in June 1991..
 KH0578
 KH0578.The geoid height was determined by GEOID03.
 KH0578
 KH0578.The dynamic height is computed by dividing the NAVD 88
 KH0578.geopotential number by the normal gravity value computed on the
 KH0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0578.degrees latitude (g = 980.6199 gals.).
 KH0578
 KH0578.The modeled gravity was interpolated from observed gravity values.
 KH0578
 KH0578;                    North         East    Units  Estimated Accuracy
 KH0578;SPC KS N     -    80,400.      216,880.      MT  (+/- 180 meters Scaled)
 KH0578
 KH0578                          SUPERSEDED SURVEY CONTROL
 KH0578
 KH0578  NGVD 29 (02/14/92)  786.903  (m)         2581.70   (f) ADJUSTED    1 2
 KH0578
 KH0578.Superseded values are not recommended for survey control.
 KH0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0578.See file dsdata.txt to determine how the superseded data were derived.
 KH0578
 KH0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ034216(NAD 83)
 KH0578_MARKER: DB = BENCH MARK DISK
 KH0578_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KH0578_SP_SET: GRAIN ELEVATOR
 KH0578_STAMPING: J 362 1986
 KH0578_MARK LOGO: NGS   
 KH0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KH0578+STABILITY: POSITION/ELEVATION WELL
 KH0578
 KH0578  HISTORY     - Date     Condition        Report By
 KH0578  HISTORY     - 1986     MONUMENTED       NGS
 KH0578
 KH0578                          STATION DESCRIPTION
 KH0578
 KH0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KH0578'IN COLLYER.
 KH0578'IN COLLYER, VERTICALLY IN THE NORTHWEST FACE OF THE NORTHWEST SILO OF
 KH0578'THE COLLYER MIDWEST CO-OP GRAIN ELEVATOR, 13.7 METERS (45.5 FT)
 KH0578'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD.
 KH0578'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0669 ***********************************************************************
 HH0669  DESIGNATION -  J 363
 HH0669  PID         -  HH0669
 HH0669  STATE/COUNTY-  KS/KEARNY
 HH0669  USGS QUAD   -  DEERFIELD (1978)
 HH0669
 HH0669                         *CURRENT SURVEY CONTROL
 HH0669  ___________________________________________________________________
 HH0669* NAD 83(1986)-  37 57 34.     (N)    101 13 26.     (W)     SCALED    
 HH0669* NAVD 88     -       920.221  (meters)    3019.09   (feet)  ADJUSTED  
 HH0669  ___________________________________________________________________
 HH0669  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HH0669  DYNAMIC HT  -         919.381 (meters)    3016.34  (feet)  COMP
 HH0669  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 HH0669
 HH0669  VERT ORDER  -  FIRST     CLASS II
 HH0669
 HH0669.The horizontal coordinates were scaled from a topographic map and have
 HH0669.an estimated accuracy of +/- 6 seconds.
 HH0669
 HH0669.The orthometric height was determined by differential leveling
 HH0669.and adjusted by the National Geodetic Survey in June 1991..
 HH0669
 HH0669.The geoid height was determined by GEOID03.
 HH0669
 HH0669.The dynamic height is computed by dividing the NAVD 88
 HH0669.geopotential number by the normal gravity value computed on the
 HH0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0669.degrees latitude (g = 980.6199 gals.).
 HH0669
 HH0669.The modeled gravity was interpolated from observed gravity values.
 HH0669
 HH0669;                    North         East    Units  Estimated Accuracy
 HH0669;SPC KS S     -   546,980.      160,670.      MT  (+/- 180 meters Scaled)
 HH0669
 HH0669                          SUPERSEDED SURVEY CONTROL
 HH0669
 HH0669.No superseded survey control is available for this station.
 HH0669
 HH0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH046036(NAD 83)
 HH0669_MARKER: I = METAL ROD
 HH0669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0669_SP_SET: STAINLESS STEEL ROD
 HH0669_STAMPING: J 363 1986
 HH0669_MARK LOGO: NGS   
 HH0669_PROJECTION: FLUSH
 HH0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0669_ROD/PIPE-DEPTH: 14.6 meters
 HH0669
 HH0669  HISTORY     - Date     Condition        Report By
 HH0669  HISTORY     - 1986     MONUMENTED       NGS
 HH0669
 HH0669                          STATION DESCRIPTION
 HH0669
 HH0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0669'3.6 KM (2.25 MI) NE FROM LAKIN.
 HH0669'3.6 KM (2.25 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0669'ROUTE 25 IN LAKIN, NEAR A TELEPHONE JUNCTION BOX, 0.24 KM (0.15 MI)
 HH0669'EAST OF MILEPOST 46, 16.5 METERS (55.3 FT) SOUTHEAST OF THE HIGHWAY
 HH0669'CENTERLINE, 3.7 METERS (12 FT) NORTHEAST OF THE JUNCTION BOX T4-5 AND
 HH0669'0.2 METER (0.7 FT) NORTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT
 HH0669'IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0669'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HH0669'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0463 ***********************************************************************
 JH0463  DESIGNATION -  J 364
 JH0463  PID         -  JH0463
 JH0463  STATE/COUNTY-  KS/SCOTT
 JH0463  USGS QUAD   -  LAKE SCOTT SW (1978)
 JH0463
 JH0463                         *CURRENT SURVEY CONTROL
 JH0463  ___________________________________________________________________
 JH0463* NAD 83(1986)-  38 36 36.     (N)    100 54 28.     (W)     SCALED    
 JH0463* NAVD 88     -       909.049  (meters)    2982.44   (feet)  ADJUSTED  
 JH0463  ___________________________________________________________________
 JH0463  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JH0463  DYNAMIC HT  -         908.294 (meters)    2979.96  (feet)  COMP
 JH0463  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 JH0463
 JH0463  VERT ORDER  -  FIRST     CLASS II
 JH0463
 JH0463.The horizontal coordinates were scaled from a topographic map and have
 JH0463.an estimated accuracy of +/- 6 seconds.
 JH0463
 JH0463.The orthometric height was determined by differential leveling
 JH0463.and adjusted by the National Geodetic Survey in June 1991..
 JH0463
 JH0463.The geoid height was determined by GEOID03.
 JH0463
 JH0463.The dynamic height is computed by dividing the NAVD 88
 JH0463.geopotential number by the normal gravity value computed on the
 JH0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0463.degrees latitude (g = 980.6199 gals.).
 JH0463
 JH0463.The modeled gravity was interpolated from observed gravity values.
 JH0463
 JH0463;                    North         East    Units  Estimated Accuracy
 JH0463;SPC KS S     -   618,400.      190,300.      MT  (+/- 180 meters Scaled)
 JH0463
 JH0463                          SUPERSEDED SURVEY CONTROL
 JH0463
 JH0463.No superseded survey control is available for this station.
 JH0463
 JH0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH338752(NAD 83)
 JH0463_MARKER: I = METAL ROD
 JH0463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0463_SP_SET: STAINLESS STEEL ROD
 JH0463_STAMPING: J 364 1986
 JH0463_MARK LOGO: NGS   
 JH0463_PROJECTION: FLUSH
 JH0463_MAGNETIC: I = MARKER IS A STEEL ROD
 JH0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0463+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 JH0463_ROD/PIPE-DEPTH: 8.5  meters
 JH0463
 JH0463  HISTORY     - Date     Condition        Report By
 JH0463  HISTORY     - 1986     MONUMENTED       NGS
 JH0463  HISTORY     - 19960530 GOOD             NFORK
 JH0463
 JH0463                          STATION DESCRIPTION
 JH0463
 JH0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0463'14.0 KM (8.7 MI) NORTH FROM SCOTT CITY.
 JH0463'14.0 KM (8.75 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0463'SCOTT CITY, 1.45 KM (0.9 MI) SOUTH OF THE T JUNCTION OF STATE HIGHWAY
 JH0463'95, 0.55 KM (0.35 MI) NORTH OF MILEPOST 115, 0.15 KM (0.1 MI) NORTH OF
 JH0463'THE CRESET OF A GRADE, 18.3 METERS (60 FT) WEST OF THE HIGHWAY
 JH0463'CENTERLINE, 12.2 METERS (40 FT) SOUTH OF THE 4TH POWER POLE SOUTH OF A
 JH0463'SECTION LINE FENCE AND 0.3 METER (1 FT) EAST OF THE RIGHT OF WAY
 JH0463'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0463'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JH0463'THE MARK IS 0.7 M BELOW THE HIGHWAY.
 JH0463
 JH0463                          STATION RECOVERY (1996)
 JH0463
 JH0463'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JH0463'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0490 ***********************************************************************
 KG0490  DESIGNATION -  J 365
 KG0490  PID         -  KG0490
 KG0490  STATE/COUNTY-  KS/GRAHAM
 KG0490  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0490
 KG0490                         *CURRENT SURVEY CONTROL
 KG0490  ___________________________________________________________________
 KG0490* NAD 83(1986)-  39 27 07.     (N)    099 50 41.     (W)     SCALED    
 KG0490* NAVD 88     -       718.689  (meters)    2357.90   (feet)  ADJUSTED  
 KG0490  ___________________________________________________________________
 KG0490  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 KG0490  DYNAMIC HT  -         718.175 (meters)    2356.21  (feet)  COMP
 KG0490  MODELED GRAV-     979,887.6   (mgal)                       NAVD 88
 KG0490
 KG0490  VERT ORDER  -  FIRST     CLASS II
 KG0490
 KG0490.The horizontal coordinates were scaled from a topographic map and have
 KG0490.an estimated accuracy of +/- 6 seconds.
 KG0490
 KG0490.The orthometric height was determined by differential leveling
 KG0490.and adjusted by the National Geodetic Survey in June 1991..
 KG0490
 KG0490.The geoid height was determined by GEOID03.
 KG0490
 KG0490.The dynamic height is computed by dividing the NAVD 88
 KG0490.geopotential number by the normal gravity value computed on the
 KG0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0490.degrees latitude (g = 980.6199 gals.).
 KG0490
 KG0490.The modeled gravity was interpolated from observed gravity values.
 KG0490
 KG0490;                    North         East    Units  Estimated Accuracy
 KG0490;SPC KS N     -   125,800.      241,240.      MT  (+/- 180 meters Scaled)
 KG0490
 KG0490                          SUPERSEDED SURVEY CONTROL
 KG0490
 KG0490  NGVD 29 (02/14/92)  718.399  (m)         2356.95   (f) ADJUSTED    1 2
 KG0490
 KG0490.Superseded values are not recommended for survey control.
 KG0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0490.See file dsdata.txt to determine how the superseded data were derived.
 KG0490
 KG0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ273672(NAD 83)
 KG0490_MARKER: I = METAL ROD
 KG0490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0490_SP_SET: STAINLESS STEEL ROD
 KG0490_STAMPING: J 365 1986
 KG0490_MARK LOGO: NGS   
 KG0490_PROJECTION: FLUSH
 KG0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0490_ROD/PIPE-DEPTH: 3.6  meters
 KG0490
 KG0490  HISTORY     - Date     Condition        Report By
 KG0490  HISTORY     - 1986     MONUMENTED       NGS
 KG0490
 KG0490                          STATION DESCRIPTION
 KG0490
 KG0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0490'9.6 KM (5.95 MI) NORTH FROM HILL CITY.
 KG0490'9.62 KM (6.01 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0490'HIGHWAY 24 AT HILL CITY, IN THE NORTHEAST CORNER OF THE JUNCTION OF A
 KG0490'DIRT ROAD, 0.73 KM (0.45 MI) NORTH OF MILEPOST 177, 17.8 METERS (58.5
 KG0490'FT) EAST OF THE HIGHWAY CENTERLINE, 26.2 METERS (86 FT) NORTH OF THE
 KG0490'CENTER OF THE ROAD, 12.9 METERS (42.5 FT) NORTH OF A FENCE CORNER AND
 KG0490'0.3 METER (1 FT) WEST OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS
 KG0490'HAD THROUGH A 5-INCH LOGO CAP.
 KG0490'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KG0490'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1061 ***********************************************************************
 KE1061  DESIGNATION -  J 367
 KE1061  PID         -  KE1061
 KE1061  STATE/COUNTY-  KS/SHAWNEE
 KE1061  USGS QUAD   -  TOPEKA (1983)
 KE1061
 KE1061                         *CURRENT SURVEY CONTROL
 KE1061  ___________________________________________________________________
 KE1061* NAD 83(1986)-  39 05 05.     (N)    095 43 49.     (W)     SCALED    
 KE1061* NAVD 88     -       281.289  (meters)     922.86   (feet)  ADJUSTED  
 KE1061  ___________________________________________________________________
 KE1061  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KE1061  DYNAMIC HT  -         281.107 (meters)     922.27  (feet)  COMP
 KE1061  MODELED GRAV-     979,973.6   (mgal)                       NAVD 88
 KE1061
 KE1061  VERT ORDER  -  FIRST     CLASS II
 KE1061
 KE1061.The horizontal coordinates were scaled from a topographic map and have
 KE1061.an estimated accuracy of +/- 6 seconds.
 KE1061
 KE1061.The orthometric height was determined by differential leveling
 KE1061.and adjusted by the National Geodetic Survey in June 1991..
 KE1061
 KE1061.The geoid height was determined by GEOID03.
 KE1061
 KE1061.The dynamic height is computed by dividing the NAVD 88
 KE1061.geopotential number by the normal gravity value computed on the
 KE1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1061.degrees latitude (g = 980.6199 gals.).
 KE1061
 KE1061.The modeled gravity was interpolated from observed gravity values.
 KE1061
 KE1061;                    North         East    Units  Estimated Accuracy
 KE1061;SPC KS N     -    85,870.      596,360.      MT  (+/- 180 meters Scaled)
 KE1061
 KE1061                          SUPERSEDED SURVEY CONTROL
 KE1061
 KE1061.No superseded survey control is available for this station.
 KE1061
 KE1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD638297(NAD 83)
 KE1061_MARKER: DB = BENCH MARK DISK
 KE1061_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1061_SP_SET: BRIDGE ABUTMENT
 KE1061_STAMPING: J 367 1986
 KE1061_MARK LOGO: NGS   
 KE1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1061
 KE1061  HISTORY     - Date     Condition        Report By
 KE1061  HISTORY     - 1986     MONUMENTED       NGS
 KE1061
 KE1061                          STATION DESCRIPTION
 KE1061
 KE1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1061'5.8 KM (3.6 MI) WEST FROM TOPEKA.
 KE1061'5.8 KM (3.6 FT) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KE1061'STATION IN TOPEKA, IN TOP OF AND 0.7 M (2.3 FT) WEST OF THE EAST END
 KE1061'OF THE SOUTH CONCRETE ABUTMENT OF U.S. HIGHWAY 75 OVERPASS OF THE
 KE1061'RAILROAD, 17.9 M (58.7 FT) SOUTH OF THE NEAR RAIL, AND 9.6 M (31.5 FT)
 KE1061'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY.
 KE1061'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1583 ***********************************************************************
 JE1583  DESIGNATION -  J 368
 JE1583  PID         -  JE1583
 JE1583  STATE/COUNTY-  KS/DOUGLAS
 JE1583  USGS QUAD   -  LAWRENCE WEST (1991)
 JE1583
 JE1583                         *CURRENT SURVEY CONTROL
 JE1583  ___________________________________________________________________
 JE1583* NAD 83(1986)-  38 58 18.     (N)    095 20 07.     (W)     SCALED    
 JE1583* NAVD 88     -       308.008  (meters)    1010.52   (feet)  ADJUSTED  
 JE1583  ___________________________________________________________________
 JE1583  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JE1583  DYNAMIC HT  -         307.807 (meters)    1009.86  (feet)  COMP
 JE1583  MODELED GRAV-     979,965.9   (mgal)                       NAVD 88
 JE1583
 JE1583  VERT ORDER  -  FIRST     CLASS II
 JE1583
 JE1583.The horizontal coordinates were scaled from a topographic map and have
 JE1583.an estimated accuracy of +/- 6 seconds.
 JE1583
 JE1583.The orthometric height was determined by differential leveling
 JE1583.and adjusted by the National Geodetic Survey in June 1991..
 JE1583
 JE1583.The geoid height was determined by GEOID03.
 JE1583
 JE1583.The dynamic height is computed by dividing the NAVD 88
 JE1583.geopotential number by the normal gravity value computed on the
 JE1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1583.degrees latitude (g = 980.6199 gals.).
 JE1583
 JE1583.The modeled gravity was interpolated from observed gravity values.
 JE1583
 JE1583;                    North         East    Units  Estimated Accuracy
 JE1583;SPC KS N     -    74,260.      630,890.      MT  (+/- 180 meters Scaled)
 JE1583
 JE1583                          SUPERSEDED SURVEY CONTROL
 JE1583
 JE1583.No superseded survey control is available for this station.
 JE1583
 JE1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD976162(NAD 83)
 JE1583_MARKER: I = METAL ROD
 JE1583_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JE1583_SP_SET: STAINLESS STEEL ROD
 JE1583_STAMPING: J 368 1986
 JE1583_MARK LOGO: NGS   
 JE1583_PROJECTION: FLUSH
 JE1583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1583_ROD/PIPE-DEPTH: 4.0  meters
 JE1583
 JE1583  HISTORY     - Date     Condition        Report By
 JE1583  HISTORY     - 1986     MONUMENTED       NGS
 JE1583
 JE1583                          STATION DESCRIPTION
 JE1583
 JE1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1583'6.6 KM (4.1 MI) WEST FROM LAWRENCE.
 JE1583'6.6 KM (4.1 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 JE1583'U.S. HIGHWAY 59 IN LAWRENCE, 55.6 M (182.1 FT) NORTH OF THE CENTERLINE
 JE1583'OF THE HIGHWAY, 26.9 M (88.3 FT) NORTH OF A UTILITY POLE WITH A GUY
 JE1583'WIRE, AND 5.6 M (18.4 FT) WEST OF THE CENTER OF COUNTY ROAD 900 E.
 JE1583'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JE1583'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JE1583'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1295 ***********************************************************************
 JF1295  DESIGNATION -  J 369
 JF1295  PID         -  JF1295
 JF1295  STATE/COUNTY-  KS/RENO
 JF1295  USGS QUAD   -  HUTCHINSON (1978)
 JF1295
 JF1295                         *CURRENT SURVEY CONTROL
 JF1295  ___________________________________________________________________
 JF1295* NAD 83(1986)-  38 02 54.     (N)    097 56 15.     (W)     SCALED    
 JF1295* NAVD 88     -       467.713  (meters)    1534.49   (feet)  ADJUSTED  
 JF1295  ___________________________________________________________________
 JF1295  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF1295  DYNAMIC HT  -         467.351 (meters)    1533.30  (feet)  COMP
 JF1295  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 JF1295
 JF1295  VERT ORDER  -  FIRST     CLASS II
 JF1295
 JF1295.The horizontal coordinates were scaled from a topographic map and have
 JF1295.an estimated accuracy of +/- 6 seconds.
 JF1295
 JF1295.The orthometric height was determined by differential leveling
 JF1295.and adjusted by the National Geodetic Survey in June 1991..
 JF1295
 JF1295.The geoid height was determined by GEOID03.
 JF1295
 JF1295.The dynamic height is computed by dividing the NAVD 88
 JF1295.geopotential number by the normal gravity value computed on the
 JF1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1295.degrees latitude (g = 980.6199 gals.).
 JF1295
 JF1295.The modeled gravity was interpolated from observed gravity values.
 JF1295
 JF1295;                    North         East    Units  Estimated Accuracy
 JF1295;SPC KS S     -   553,490.      449,370.      MT  (+/- 180 meters Scaled)
 JF1295
 JF1295                          SUPERSEDED SURVEY CONTROL
 JF1295
 JF1295.No superseded survey control is available for this station.
 JF1295
 JF1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH932117(NAD 83)
 JF1295_MARKER: DB = BENCH MARK DISK
 JF1295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF1295_SP_SET: PIER
 JF1295_STAMPING: J 369 1986
 JF1295_MARK LOGO: NGS   
 JF1295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF1295+STABILITY: POSITION/ELEVATION WELL
 JF1295
 JF1295  HISTORY     - Date     Condition        Report By
 JF1295  HISTORY     - 1986     MONUMENTED       NGS
 JF1295
 JF1295                          STATION DESCRIPTION
 JF1295
 JF1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1295'IN HUTCHINSON.
 JF1295'IN HUTCHINSON, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD
 JF1295'AND WOODIE SEAT FREEWAY, SET VERTICALLY IN THE WEST FACE OF THE MOST
 JF1295'WESTERLY 1 OF 4 COLUMNS OF THE SECOND PIER SOUTH OF THE NORTH ABUTMENT
 JF1295'OF THE FREEWAY OVERPASS OF THE RAILROAD, 9.0 M (29.5 FT) SOUTH OF THE
 JF1295'CENTER OF AVENUE C, 8.2 M (26.9 FT) WEST OF THE CENTER OF THE
 JF1295'OVERPASS, AND 2.3 M (7.5 FT) NORTH OF THE NEAR RAIL.
 JF1295'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0122 ***********************************************************************
 JH0122  DESIGNATION -  J 37
 JH0122  PID         -  JH0122
 JH0122  STATE/COUNTY-  KS/LANE
 JH0122  USGS QUAD   -  MANNING (1974)
 JH0122
 JH0122                         *CURRENT SURVEY CONTROL
 JH0122  ___________________________________________________________________
 JH0122* NAD 83(1986)-  38 35 09.     (N)    100 39 04.     (W)     SCALED    
 JH0122* NAVD 88     -       878.094  (meters)    2880.88   (feet)  ADJUSTED  
 JH0122  ___________________________________________________________________
 JH0122  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 JH0122  DYNAMIC HT  -         877.366 (meters)    2878.49  (feet)  COMP
 JH0122  MODELED GRAV-     979,769.4   (mgal)                       NAVD 88
 JH0122
 JH0122  VERT ORDER  -  SECOND    CLASS 0
 JH0122
 JH0122.The horizontal coordinates were scaled from a topographic map and have
 JH0122.an estimated accuracy of +/- 6 seconds.
 JH0122
 JH0122.The orthometric height was determined by differential leveling
 JH0122.and adjusted by the National Geodetic Survey in June 1991..
 JH0122
 JH0122.The geoid height was determined by GEOID03.
 JH0122
 JH0122.The dynamic height is computed by dividing the NAVD 88
 JH0122.geopotential number by the normal gravity value computed on the
 JH0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0122.degrees latitude (g = 980.6199 gals.).
 JH0122
 JH0122.The modeled gravity was interpolated from observed gravity values.
 JH0122
 JH0122;                    North         East    Units  Estimated Accuracy
 JH0122;SPC KS S     -   615,170.      212,590.      MT  (+/- 180 meters Scaled)
 JH0122
 JH0122                          SUPERSEDED SURVEY CONTROL
 JH0122
 JH0122  NGVD 29 (??/??/92)  877.796  (m)         2879.90   (f) ADJ UNCH    2 0
 JH0122
 JH0122.Superseded values are not recommended for survey control.
 JH0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0122.See file dsdata.txt to determine how the superseded data were derived.
 JH0122
 JH0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH561721(NAD 83)
 JH0122_MARKER: DB = BENCH MARK DISK
 JH0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0122+STABILITY: SURFACE MOTION
 JH0122
 JH0122  HISTORY     - Date     Condition        Report By
 JH0122  HISTORY     - UNK      MONUMENTED       CGS
 JH0122  HISTORY     - 1934     GOOD             NGS
 JH0122
 JH0122                          STATION DESCRIPTION
 JH0122
 JH0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0122'2.1 MI W FROM HEALY.
 JH0122'2.1 MILES WEST BY RAIL LOCATED ALONG THE R. OF W. OF THE MO.
 JH0122'P.R.R. S.E. CORNER SECTION 8 R30W T17S 58 FT WEST CENTER SECTION
 JH0122'LINE ROAD 38 FT S.E. CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0761 ***********************************************************************
 KF0761  DESIGNATION -  J 370
 KF0761  PID         -  KF0761
 KF0761  STATE/COUNTY-  KS/GEARY
 KF0761  USGS QUAD   -  OGDEN (1982)
 KF0761
 KF0761                         *CURRENT SURVEY CONTROL
 KF0761  ___________________________________________________________________
 KF0761* NAD 83(1986)-  39 04 24.     (N)    096 44 16.     (W)     SCALED    
 KF0761* NAVD 88     -       340.372  (meters)    1116.70   (feet)  ADJUSTED  
 KF0761  ___________________________________________________________________
 KF0761  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 KF0761  DYNAMIC HT  -         340.141 (meters)    1115.95  (feet)  COMP
 KF0761  MODELED GRAV-     979,941.5   (mgal)                       NAVD 88
 KF0761
 KF0761  VERT ORDER  -  FIRST     CLASS II
 KF0761
 KF0761.The horizontal coordinates were scaled from a topographic map and have
 KF0761.an estimated accuracy of +/- 6 seconds.
 KF0761
 KF0761.The orthometric height was determined by differential leveling
 KF0761.and adjusted by the National Geodetic Survey in June 1991..
 KF0761
 KF0761.The geoid height was determined by GEOID03.
 KF0761
 KF0761.The dynamic height is computed by dividing the NAVD 88
 KF0761.geopotential number by the normal gravity value computed on the
 KF0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0761.degrees latitude (g = 980.6199 gals.).
 KF0761
 KF0761.The modeled gravity was interpolated from observed gravity values.
 KF0761
 KF0761;                    North         East    Units  Estimated Accuracy
 KF0761;SPC KS N     -    82,910.      509,220.      MT  (+/- 180 meters Scaled)
 KF0761
 KF0761                          SUPERSEDED SURVEY CONTROL
 KF0761
 KF0761.No superseded survey control is available for this station.
 KF0761
 KF0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ956273(NAD 83)
 KF0761_MARKER: DB = BENCH MARK DISK
 KF0761_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KF0761_SP_SET: BRIDGE ABUTMENT
 KF0761_STAMPING: J 370 1986
 KF0761_MARK LOGO: NGS   
 KF0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0761
 KF0761  HISTORY     - Date     Condition        Report By
 KF0761  HISTORY     - 1986     MONUMENTED       NGS
 KF0761
 KF0761                          STATION DESCRIPTION
 KF0761
 KF0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0761'11.2 KM (6.95 MI) NE FROM JUNCTION CITY.
 KF0761'9.6 KM (5.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 70 FROM ITS
 KF0761'JUNCTION WITH THE UNION PACIFIC RAILROAD IN JUNCTION CITY, THENCE 1.6
 KF0761'KM (1.0 MI) NORTHEASTERLY ALONG STATE HIGHWAY 18, IN TOP OF AND 2.1 M
 KF0761'(6.9 FT) WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE
 KF0761'HIGHWAY OVERPASS OF A GRAVELED ROAD, AND 7.3 M (24.0 FT)
 KF0761'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 KF0761'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1607 ***********************************************************************
 JE1607  DESIGNATION -  J 371
 JE1607  PID         -  JE1607
 JE1607  STATE/COUNTY-  KS/JOHNSON
 JE1607  USGS QUAD   -  DE SOTO (1991)
 JE1607
 JE1607                         *CURRENT SURVEY CONTROL
 JE1607  ___________________________________________________________________
 JE1607* NAD 83(1986)-  38 57 39.     (N)    094 59 00.     (W)     SCALED    
 JE1607* NAVD 88     -       256.660  (meters)     842.06   (feet)  ADJUSTED  
 JE1607  ___________________________________________________________________
 JE1607  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JE1607  DYNAMIC HT  -         256.492 (meters)     841.51  (feet)  COMP
 JE1607  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 JE1607
 JE1607  VERT ORDER  -  FIRST     CLASS II
 JE1607
 JE1607.The horizontal coordinates were scaled from a topographic map and have
 JE1607.an estimated accuracy of +/- 6 seconds.
 JE1607
 JE1607.The orthometric height was determined by differential leveling
 JE1607.and adjusted by the National Geodetic Survey in June 1991..
 JE1607
 JE1607.The geoid height was determined by GEOID03.
 JE1607
 JE1607.The dynamic height is computed by dividing the NAVD 88
 JE1607.geopotential number by the normal gravity value computed on the
 JE1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1607.degrees latitude (g = 980.6199 gals.).
 JE1607
 JE1607.The modeled gravity was interpolated from observed gravity values.
 JE1607
 JE1607;                    North         East    Units  Estimated Accuracy
 JE1607;SPC KS N     -    74,010.      661,410.      MT  (+/- 180 meters Scaled)
 JE1607
 JE1607                          SUPERSEDED SURVEY CONTROL
 JE1607
 JE1607.No superseded survey control is available for this station.
 JE1607
 JE1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD281143(NAD 83)
 JE1607_MARKER: DB = BENCH MARK DISK
 JE1607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1607_SP_SET: PIER
 JE1607_STAMPING: J 371 1986
 JE1607_MARK LOGO: NGS   
 JE1607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1607+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE1607
 JE1607  HISTORY     - Date     Condition        Report By
 JE1607  HISTORY     - 1986     MONUMENTED       NGS
 JE1607  HISTORY     - 20051112 GOOD             GEOCAC
 JE1607
 JE1607                          STATION DESCRIPTION
 JE1607
 JE1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1607'29.3 KM (18.2 MI) EAST FROM LAWRENCE.
 JE1607'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION WITH
 JE1607'U.S. HIGHWAY 40 IN LAWRENCE, THENCE 25.9 KM (16.1 MI) EASTERLY ALONG
 JE1607'U.S. HIGHWAY 10, SET VERTICALLY IN THE EAST FACE OF THE MOST NORTHERLY
 JE1607'1 OF 3 COLUMNMS OF THE FIRST PIER EAST OF THE WEST ABUTMENT OF THE
 JE1607'WEST BOUND HIGHWAY OVERPASS OF STATE HIGHWAY 285, AND 6.0 M (19.7 FT)
 JE1607'NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY.
 JE1607'THE MARK IS 1.5 M ABOVE THE GROUND.
 JE1607
 JE1607                          STATION RECOVERY (2005)
 JE1607
 JE1607'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0783 ***********************************************************************
 HG0783  DESIGNATION -  J 372
 HG0783  PID         -  HG0783
 HG0783  STATE/COUNTY-  KS/KINGMAN
 HG0783  USGS QUAD   -  KINGMAN NW (1967)
 HG0783
 HG0783                         *CURRENT SURVEY CONTROL
 HG0783  ___________________________________________________________________
 HG0783* NAD 83(1986)-  37 38 45.     (N)    098 13 23.     (W)     SCALED    
 HG0783* NAVD 88     -       483.575  (meters)    1586.53   (feet)  ADJUSTED  
 HG0783  ___________________________________________________________________
 HG0783  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 HG0783  DYNAMIC HT  -         483.172 (meters)    1585.21  (feet)  COMP
 HG0783  MODELED GRAV-     979,783.3   (mgal)                       NAVD 88
 HG0783
 HG0783  VERT ORDER  -  FIRST     CLASS II
 HG0783
 HG0783.The horizontal coordinates were scaled from a topographic map and have
 HG0783.an estimated accuracy of +/- 6 seconds.
 HG0783
 HG0783.The orthometric height was determined by differential leveling
 HG0783.and adjusted by the National Geodetic Survey in June 1991..
 HG0783
 HG0783.The geoid height was determined by GEOID03.
 HG0783
 HG0783.The dynamic height is computed by dividing the NAVD 88
 HG0783.geopotential number by the normal gravity value computed on the
 HG0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0783.degrees latitude (g = 980.6199 gals.).
 HG0783
 HG0783.The modeled gravity was interpolated from observed gravity values.
 HG0783
 HG0783;                    North         East    Units  Estimated Accuracy
 HG0783;SPC KS S     -   508,710.      424,440.      MT  (+/- 180 meters Scaled)
 HG0783
 HG0783                          SUPERSEDED SURVEY CONTROL
 HG0783
 HG0783.No superseded survey control is available for this station.
 HG0783
 HG0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG685668(NAD 83)
 HG0783_MARKER: I = METAL ROD
 HG0783_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0783_SP_SET: STAINLESS STEEL ROD
 HG0783_STAMPING: J 372 1987
 HG0783_MARK LOGO: NGS   
 HG0783_PROJECTION: RECESSED 2 CENTIMETERS
 HG0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0783_ROD/PIPE-DEPTH: 16.1 meters
 HG0783
 HG0783  HISTORY     - Date     Condition        Report By
 HG0783  HISTORY     - 1987     MONUMENTED       NGS
 HG0783
 HG0783                          STATION DESCRIPTION
 HG0783
 HG0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 HG0783'9.9 KM (6.15 MI) WEST FROM KINGMAN.
 HG0783'9.9 KM (6.15 MI) WESTERLY ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH
 HG0783'STATE HIGHWAY 14 IN KINGMAN, 23.8 M (98.1 FT) NORTH OF THE CENTERLINE
 HG0783'OF THE HIGHWAY, 12.6 M (41.3 FT) NORTHWEST OF A UTILITY POLE WITH A
 HG0783'TRANSFORMER, AND 9.2 M (30.2 FT) EAST OF THE CENTER OF A DRIVEWAY
 HG0783'LEADING NORTH.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HG0783'LOGO CAP.
 HG0783'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 HG0783'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8175 ***********************************************************************
 AE8175  DESIGNATION -  J 375
 AE8175  PID         -  AE8175
 AE8175  STATE/COUNTY-  KS/DOUGLAS
 AE8175  USGS QUAD   -  PERRY (1975)
 AE8175
 AE8175                         *CURRENT SURVEY CONTROL
 AE8175  ___________________________________________________________________
 AE8175* NAD 83(1986)-  39 02 38.     (N)    095 24 04.     (W)     SCALED    
 AE8175* NAVD 88     -       289.406  (meters)     949.49   (feet)  ADJUSTED  
 AE8175  ___________________________________________________________________
 AE8175  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 AE8175  DYNAMIC HT  -         289.219 (meters)     948.88  (feet)  COMP
 AE8175  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 AE8175
 AE8175  VERT ORDER  -  FIRST     CLASS II
 AE8175
 AE8175.The horizontal coordinates were scaled from a topographic map and have
 AE8175.an estimated accuracy of +/- 6 seconds.
 AE8175
 AE8175.The orthometric height was determined by differential leveling
 AE8175.and adjusted by the National Geodetic Survey in July 2002..
 AE8175
 AE8175.The geoid height was determined by GEOID03.
 AE8175
 AE8175.The dynamic height is computed by dividing the NAVD 88
 AE8175.geopotential number by the normal gravity value computed on the
 AE8175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8175.degrees latitude (g = 980.6199 gals.).
 AE8175
 AE8175.The modeled gravity was interpolated from observed gravity values.
 AE8175
 AE8175;                    North         East    Units  Estimated Accuracy
 AE8175;SPC KS N     -    82,110.      624,950.      MT  (+/- 180 meters Scaled)
 AE8175
 AE8175                          SUPERSEDED SURVEY CONTROL
 AE8175
 AE8175.No superseded survey control is available for this station.
 AE8175
 AE8175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD921243(NAD 83)
 AE8175_MARKER: DV = VERTICAL CONTROL DISK
 AE8175_SETTING: 66 = SET IN ROCK OUTCROP
 AE8175_STAMPING: J 375 1997
 AE8175_MARK LOGO: NGS   
 AE8175_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE8175+STABILITY: POSITION/ELEVATION WELL
 AE8175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8175+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8175
 AE8175  HISTORY     - Date     Condition        Report By
 AE8175  HISTORY     - 1997     MONUMENTED       NGS
 AE8175
 AE8175                          STATION DESCRIPTION
 AE8175
 AE8175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE8175'IN LECOMPTON, AT THE INTERSECTION OF WOODSON AVENUE AND CLARK STREET,
 AE8175'NEAR THE SOUTH END OF A 3 BY 9-FOOT AREA OF OUTCROPPING BEDROCK, 56.3
 AE8175'M (184.7 FT) WEST OF THE STREET CENTER, 8.7 M (28.5 FT) NORTH OF THE
 AE8175'AVENUE CENTERLINE, 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE AVENUE, 0.3 M
 AE8175'(1.0 FT) SOUTHEAST OF A WITNESS POST, AND 0.2 M (0.7 FT) NORTH OF THE
 AE8175'SOUTH END OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0271 ***********************************************************************
 JG0271  DESIGNATION -  J 38 RESET
 JG0271  PID         -  JG0271
 JG0271  STATE/COUNTY-  KS/RUSSELL
 JG0271  USGS QUAD   -  SUSANK (1969)
 JG0271
 JG0271                         *CURRENT SURVEY CONTROL
 JG0271  ___________________________________________________________________
 JG0271* NAD 83(1986)-  38 44 26.     (N)    098 50 49.     (W)     SCALED    
 JG0271* NAVD 88     -       584.59   (meters)    1917.9    (feet)  RESET     
 JG0271  ___________________________________________________________________
 JG0271  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0271
 JG0271  VERT ORDER  -  THIRD
 JG0271
 JG0271.The horizontal coordinates were scaled from a topographic map and have
 JG0271.an estimated accuracy of +/- 6 seconds.
 JG0271
 JG0271.The orthometric height was computed from unverified reset data.
 JG0271
 JG0271.The geoid height was determined by GEOID03.
 JG0271
 JG0271;                    North         East    Units  Estimated Accuracy
 JG0271;SPC KS N     -    45,550.      326,370.      MT  (+/- 180 meters Scaled)
 JG0271
 JG0271                          SUPERSEDED SURVEY CONTROL
 JG0271
 JG0271.No superseded survey control is available for this station.
 JG0271
 JG0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH133879(NAD 83)
 JG0271_MARKER: DB = BENCH MARK DISK
 JG0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0271_STAMPING: J 38 RESET 1960
 JG0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0271+STABILITY: SURFACE MOTION
 JG0271
 JG0271  HISTORY     - Date     Condition        Report By
 JG0271  HISTORY     - 1960     MONUMENTED       CGS
 JG0271  HISTORY     - 1961     GOOD             NGS
 JG0271
 JG0271                          STATION DESCRIPTION
 JG0271
 JG0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JG0271'9.9 MI S FROM RUSSELL.
 JG0271'9.9 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM RUSSELL, RUSSELL
 JG0271'COUNTY, 69 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A DISTRICT
 JG0271'SCHOOL HOUSE, AT A ROAD INTERSECTION, 40 FEET NORTH OF THE
 JG0271'EAST-AND-WEST SECTION LINE ROAD, AND 49 FEET EAST OF THE CENTERLINE
 JG0271'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0433 ***********************************************************************
 HF0433  DESIGNATION -  J 39
 HF0433  PID         -  HF0433
 HF0433  STATE/COUNTY-  KS/SEDGWICK
 HF0433  USGS QUAD   -  WICHITA WEST (1982)
 HF0433
 HF0433                         *CURRENT SURVEY CONTROL
 HF0433  ___________________________________________________________________
 HF0433* NAD 83(1986)-  37 38 06.     (N)    097 25 34.     (W)     SCALED    
 HF0433* NAVD 88     -       399.936  (meters)    1312.12   (feet)  ADJUSTED  
 HF0433  ___________________________________________________________________
 HF0433  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 HF0433  DYNAMIC HT  -         399.618 (meters)    1311.08  (feet)  COMP
 HF0433  MODELED GRAV-     979,825.1   (mgal)                       NAVD 88
 HF0433
 HF0433  VERT ORDER  -  SECOND    CLASS 0
 HF0433
 HF0433.The horizontal coordinates were scaled from a topographic map and have
 HF0433.an estimated accuracy of +/- 6 seconds.
 HF0433
 HF0433.The orthometric height was determined by differential leveling
 HF0433.and adjusted by the National Geodetic Survey in June 1991..
 HF0433
 HF0433.The geoid height was determined by GEOID03.
 HF0433
 HF0433.The dynamic height is computed by dividing the NAVD 88
 HF0433.geopotential number by the normal gravity value computed on the
 HF0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0433.degrees latitude (g = 980.6199 gals.).
 HF0433
 HF0433.The modeled gravity was interpolated from observed gravity values.
 HF0433
 HF0433;                    North         East    Units  Estimated Accuracy
 HF0433;SPC KS S     -   508,020.      494,780.      MT  (+/- 180 meters Scaled)
 HF0433
 HF0433                          SUPERSEDED SURVEY CONTROL
 HF0433
 HF0433  NGVD 29 (??/??/92)  399.795  (m)         1311.66   (f) ADJ UNCH    2 0
 HF0433
 HF0433.Superseded values are not recommended for survey control.
 HF0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0433.See file dsdata.txt to determine how the superseded data were derived.
 HF0433
 HF0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG388664(NAD 83)
 HF0433_MARKER: DB = BENCH MARK DISK
 HF0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0433_STAMPING: J 39 1934
 HF0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0433+STABILITY: SURFACE MOTION
 HF0433
 HF0433  HISTORY     - Date     Condition        Report By
 HF0433  HISTORY     - 1934     MONUMENTED       CGS
 HF0433  HISTORY     - 1954     GOOD             NGS
 HF0433
 HF0433                          STATION DESCRIPTION
 HF0433
 HF0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HF0433'2.5 MI E FROM SHULTE.
 HF0433'2.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0433'FROM SCHULTE, AT MILEAGE 214.98, ABOUT 105.0 FEET SOUTHWEST OF
 HF0433'THE CENTER OF THE GRADE CROSSING OF A NORTH-AND-SOUTH ROAD,
 HF0433'81.0 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 51.0 FEET SOUTH
 HF0433'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 HF0433'J 39 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A
 HF0433'WITNESS POST WAS SET 3 FEET EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0150 ***********************************************************************
 JG0150  DESIGNATION -  J 40
 JG0150  PID         -  JG0150
 JG0150  STATE/COUNTY-  KS/STAFFORD
 JG0150  USGS QUAD   -  RADIUM (1969)
 JG0150
 JG0150                         *CURRENT SURVEY CONTROL
 JG0150  ___________________________________________________________________
 JG0150* NAD 83(1986)-  38 10 26.     (N)    098 53 44.     (W)     SCALED    
 JG0150* NAVD 88     -       594.903  (meters)    1951.78   (feet)  ADJUSTED  
 JG0150  ___________________________________________________________________
 JG0150  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 JG0150  DYNAMIC HT  -         594.442 (meters)    1950.27  (feet)  COMP
 JG0150  MODELED GRAV-     979,834.8   (mgal)                       NAVD 88
 JG0150
 JG0150  VERT ORDER  -  SECOND    CLASS 0
 JG0150
 JG0150.The horizontal coordinates were scaled from a topographic map and have
 JG0150.an estimated accuracy of +/- 6 seconds.
 JG0150
 JG0150.The orthometric height was determined by differential leveling
 JG0150.and adjusted by the National Geodetic Survey in June 1991..
 JG0150
 JG0150.The geoid height was determined by GEOID03.
 JG0150
 JG0150.The dynamic height is computed by dividing the NAVD 88
 JG0150.geopotential number by the normal gravity value computed on the
 JG0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0150.degrees latitude (g = 980.6199 gals.).
 JG0150
 JG0150.The modeled gravity was interpolated from observed gravity values.
 JG0150
 JG0150;                    North         East    Units  Estimated Accuracy
 JG0150;SPC KS S     -   567,350.      365,340.      MT  (+/- 180 meters Scaled)
 JG0150
 JG0150                          SUPERSEDED SURVEY CONTROL
 JG0150
 JG0150  NGVD 29 (??/??/92)  594.743  (m)         1951.25   (f) ADJ UNCH    2 0
 JG0150
 JG0150.Superseded values are not recommended for survey control.
 JG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0150.See file dsdata.txt to determine how the superseded data were derived.
 JG0150
 JG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH091251(NAD 83)
 JG0150_MARKER: DB = BENCH MARK DISK
 JG0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0150+STABILITY: SURFACE MOTION
 JG0150
 JG0150  HISTORY     - Date     Condition        Report By
 JG0150  HISTORY     - UNK      MONUMENTED       CGS
 JG0150  HISTORY     - 1934     GOOD             NGS
 JG0150  HISTORY     - 1968     GOOD             USGS
 JG0150
 JG0150                          STATION DESCRIPTION
 JG0150
 JG0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0150'10.7 MI E FROM LARNED.
 JG0150'10.7 MILES EAST OF LARNED, SET ON RIGHT OF WAY OF MISSOURI
 JG0150'PACIFIC R.R. AT RADIUM, KANSAS.  25 FT. SOUTH OF CENTER LINE
 JG0150'OF MAIN TRACK.  125 FT WEST OF RADIUM R.R. STATION.  275 FT.
 JG0150'WEST OF STATE HIGHWAY CROSSING (HWY NO. 19).  NOTE-- BM IS
 JG0150'101 FT. W OF W SIDE OF RR STATION.
 JG0150
 JG0150                          STATION RECOVERY (1968)
 JG0150
 JG0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JG0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0301 ***********************************************************************
 HG0301  DESIGNATION -  J 41
 HG0301  PID         -  HG0301
 HG0301  STATE/COUNTY-  KS/PRATT
 HG0301  USGS QUAD   -  STAFFORD SW (1971)
 HG0301
 HG0301                         *CURRENT SURVEY CONTROL
 HG0301  ___________________________________________________________________
 HG0301* NAD 83(1986)-  37 49 28.     (N)    098 44 37.     (W)     SCALED    
 HG0301* NAVD 88     -       586.533  (meters)    1924.32   (feet)  ADJUSTED  
 HG0301  ___________________________________________________________________
 HG0301  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 HG0301  DYNAMIC HT  -         586.058 (meters)    1922.76  (feet)  COMP
 HG0301  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 HG0301
 HG0301  VERT ORDER  -  SECOND    CLASS 0
 HG0301
 HG0301.The horizontal coordinates were scaled from a topographic map and have
 HG0301.an estimated accuracy of +/- 6 seconds.
 HG0301
 HG0301.The orthometric height was determined by differential leveling
 HG0301.and adjusted by the National Geodetic Survey in June 1991..
 HG0301
 HG0301.The geoid height was determined by GEOID03.
 HG0301
 HG0301.The dynamic height is computed by dividing the NAVD 88
 HG0301.geopotential number by the normal gravity value computed on the
 HG0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0301.degrees latitude (g = 980.6199 gals.).
 HG0301
 HG0301.The modeled gravity was interpolated from observed gravity values.
 HG0301
 HG0301;                    North         East    Units  Estimated Accuracy
 HG0301;SPC KS S     -   528,520.      378,550.      MT  (+/- 180 meters Scaled)
 HG0301
 HG0301                          SUPERSEDED SURVEY CONTROL
 HG0301
 HG0301  NGVD 29 (??/??/92)  586.289  (m)         1923.52   (f) ADJ UNCH    2 0
 HG0301
 HG0301.Superseded values are not recommended for survey control.
 HG0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0301.See file dsdata.txt to determine how the superseded data were derived.
 HG0301
 HG0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG225863(NAD 83)
 HG0301_MARKER: DB = BENCH MARK DISK
 HG0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0301+STABILITY: SURFACE MOTION
 HG0301
 HG0301  HISTORY     - Date     Condition        Report By
 HG0301  HISTORY     - UNK      MONUMENTED       CGS
 HG0301  HISTORY     - 1934     GOOD             NGS
 HG0301  HISTORY     - 1970     MARK NOT FOUND   NGS
 HG0301
 HG0301                          STATION DESCRIPTION
 HG0301
 HG0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HG0301'12 MI N FROM PRATT.
 HG0301'12 MILES NORTH OF PRATT.  ON RIGHT OF WAY OF STATE HIGHWAY NO.
 HG0301'281.  40 FT. SOUTH OF CENTER LINE OF COUNTY ROAD CROSSING.
 HG0301'42 FT. WEST OF CENTER LINE OF HIGHWAY NO. 281.  44 FT. SOUTH
 HG0301'WEST OF INTERSECTION OF HWY. AND CTY. ROADS.
 HG0301
 HG0301                          STATION RECOVERY (1970)
 HG0301
 HG0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HG0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0009 ***********************************************************************
 HF0009  DESIGNATION -  J 42
 HF0009  PID         -  HF0009
 HF0009  STATE/COUNTY-  KS/GREENWOOD
 HF0009  USGS QUAD   -  SEVERY SOUTH (1975)
 HF0009
 HF0009                         *CURRENT SURVEY CONTROL
 HF0009  ___________________________________________________________________
 HF0009* NAD 83(1986)-  37 37 20.     (N)    096 14 04.     (W)     SCALED    
 HF0009* NAVD 88     -       341.311  (meters)    1119.78   (feet)  ADJUSTED  
 HF0009  ___________________________________________________________________
 HF0009  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 HF0009  DYNAMIC HT  -         341.038 (meters)    1118.89  (feet)  COMP
 HF0009  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 HF0009
 HF0009  VERT ORDER  -  SECOND    CLASS 0
 HF0009
 HF0009.The horizontal coordinates were scaled from a topographic map and have
 HF0009.an estimated accuracy of +/- 6 seconds.
 HF0009
 HF0009.The orthometric height was determined by differential leveling
 HF0009.and adjusted by the National Geodetic Survey in June 1991..
 HF0009
 HF0009.The geoid height was determined by GEOID03.
 HF0009
 HF0009.The dynamic height is computed by dividing the NAVD 88
 HF0009.geopotential number by the normal gravity value computed on the
 HF0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0009.degrees latitude (g = 980.6199 gals.).
 HF0009
 HF0009.The modeled gravity was interpolated from observed gravity values.
 HF0009
 HF0009;                    North         East    Units  Estimated Accuracy
 HF0009;SPC KS S     -   508,480.      599,980.      MT  (+/- 180 meters Scaled)
 HF0009
 HF0009                          SUPERSEDED SURVEY CONTROL
 HF0009
 HF0009  NGVD 29 (??/??/92)  341.151  (m)         1119.26   (f) ADJ UNCH    2 0
 HF0009
 HF0009.Superseded values are not recommended for survey control.
 HF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0009.See file dsdata.txt to determine how the superseded data were derived.
 HF0009
 HF0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG440674(NAD 83)
 HF0009_MARKER: DB = BENCH MARK DISK
 HF0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0009_STAMPING: J 42 1934
 HF0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0009+STABILITY: SURFACE MOTION
 HF0009
 HF0009  HISTORY     - Date     Condition        Report By
 HF0009  HISTORY     - 1934     MONUMENTED       CGS
 HF0009  HISTORY     - 1955     GOOD             NGS
 HF0009  HISTORY     - 1975     MARK NOT FOUND   USGS
 HF0009  HISTORY     - 1975     MARK NOT FOUND   USGS
 HF0009  HISTORY     - 19910129 GOOD             USPSQD
 HF0009
 HF0009                          STATION DESCRIPTION
 HF0009
 HF0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HF0009'0.5 MI W FROM SEVERY.
 HF0009'0.5 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0009'SEVERY, GREENWOOD COUNTY, 53.0 FEET SOUTHWEST OF THE CENTER OF
 HF0009'THE GRADE CROSSING OF STATE HIGHWAY 11, 37.0 FEET WEST OF THE
 HF0009'HIGHWAY, AND 44.0 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 HF0009'TRACK.  A STANDARD DISK, STAMPED J 42 1934 AND SET IN THE TOP
 HF0009'OF A CONCRETE POST.
 HF0009
 HF0009                          STATION RECOVERY (1975)
 HF0009
 HF0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HF0009'MARK NOT FOUND.
 HF0009
 HF0009                          STATION RECOVERY (1975)
 HF0009
 HF0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HF0009'MARK NOT FOUND.
 HF0009
 HF0009                          STATION RECOVERY (1991)
 HF0009
 HF0009'RECOVERY NOTE BY US POWER SQUADRON 1991 (RW)
 HF0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0261 ***********************************************************************
 HF0261  DESIGNATION -  J 43
 HF0261  PID         -  HF0261
 HF0261  STATE/COUNTY-  KS/COWLEY
 HF0261  USGS QUAD   -  CAMBRIDGE NW (1983)
 HF0261
 HF0261                         *CURRENT SURVEY CONTROL
 HF0261  ___________________________________________________________________
 HF0261* NAD 83(1986)-  37 28 31.     (N)    096 42 25.     (W)     SCALED    
 HF0261* NAVD 88     -       452.055  (meters)    1483.12   (feet)  ADJUSTED  
 HF0261  ___________________________________________________________________
 HF0261  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HF0261  DYNAMIC HT  -         451.686 (meters)    1481.91  (feet)  COMP
 HF0261  MODELED GRAV-     979,800.4   (mgal)                       NAVD 88
 HF0261
 HF0261  VERT ORDER  -  SECOND    CLASS 0
 HF0261
 HF0261.The horizontal coordinates were scaled from a topographic map and have
 HF0261.an estimated accuracy of +/- 6 seconds.
 HF0261
 HF0261.The orthometric height was determined by differential leveling
 HF0261.and adjusted by the National Geodetic Survey in June 1991..
 HF0261
 HF0261.The geoid height was determined by GEOID03.
 HF0261
 HF0261.The dynamic height is computed by dividing the NAVD 88
 HF0261.geopotential number by the normal gravity value computed on the
 HF0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0261.degrees latitude (g = 980.6199 gals.).
 HF0261
 HF0261.The modeled gravity was interpolated from observed gravity values.
 HF0261
 HF0261;                    North         East    Units  Estimated Accuracy
 HF0261;SPC KS S     -   491,270.      558,590.      MT  (+/- 180 meters Scaled)
 HF0261
 HF0261                          SUPERSEDED SURVEY CONTROL
 HF0261
 HF0261  NGVD 29 (??/??/92)  451.880  (m)         1482.54   (f) ADJ UNCH    2 0
 HF0261
 HF0261.Superseded values are not recommended for survey control.
 HF0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0261.See file dsdata.txt to determine how the superseded data were derived.
 HF0261
 HF0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG027500(NAD 83)
 HF0261_MARKER: DB = BENCH MARK DISK
 HF0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0261_STAMPING: J 43 1934
 HF0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0261+STABILITY: SURFACE MOTION
 HF0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0261+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 HF0261
 HF0261  HISTORY     - Date     Condition        Report By
 HF0261  HISTORY     - 1934     MONUMENTED       CGS
 HF0261  HISTORY     - 20060815 GOOD             INDIV
 HF0261
 HF0261                          STATION DESCRIPTION
 HF0261
 HF0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0261'4.2 MI NE FROM ATLANTA.
 HF0261'4.2 MILES NORTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HF0261'FROM ATLANTA, COWLEY COUNTY, AT MILEAGE 476.52, AT A ROAD CROSSING,
 HF0261'36 FEET NORTHEAST OF THE CENTERL LINE OF THE ROAD, AND 31 FEET
 HF0261'WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HF0261'J 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0261
 HF0261                          STATION RECOVERY (2006)
 HF0261
 HF0261'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0261'RAILROAD TRACKS HAVE BEEN REMOVED.  LOCATION FROM CENTER OF ROAD IN
 HF0261'ORIGINAL TIES NOT ACCURATE.  NEW DESCRIPTION AS FOLLOWS -
 HF0261' 
 HF0261'T 29 AND 30 S, R 7 E, NEAR QUARTER CORNER BETWEEN SECTIONS 6 AND 31,
 HF0261'24 FT. S OF CENTER OF ROAD, 31 FT. W OF ABANDONED RAILROAD TRACK BED
 HF0261'AND 15 FT. E OF CENTER OF WIRE GATE, IN CONCRETE POST PROJECTING 1 FT.
 HF0261'ABOVE GROUND, STANDARD TABLET STAMPED 'J 43 1934'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0926 ***********************************************************************
 JE0926  DESIGNATION -  J 44
 JE0926  PID         -  JE0926
 JE0926  STATE/COUNTY-  KS/FRANKLIN
 JE0926  USGS QUAD   -  LE LOUP (1973)
 JE0926
 JE0926                         *CURRENT SURVEY CONTROL
 JE0926  ___________________________________________________________________
 JE0926* NAD 83(1986)-  38 44 19.     (N)    095 14 00.     (W)     SCALED    
 JE0926* NAVD 88     -       300.983  (meters)     987.48   (feet)  ADJUSTED  
 JE0926  ___________________________________________________________________
 JE0926  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0926  DYNAMIC HT  -         300.779 (meters)     986.81  (feet)  COMP
 JE0926  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 JE0926
 JE0926  VERT ORDER  -  SECOND    CLASS 0
 JE0926
 JE0926.The horizontal coordinates were scaled from a topographic map and have
 JE0926.an estimated accuracy of +/- 6 seconds.
 JE0926
 JE0926.The orthometric height was determined by differential leveling
 JE0926.and adjusted by the National Geodetic Survey in June 1991..
 JE0926
 JE0926.The geoid height was determined by GEOID03.
 JE0926
 JE0926.The dynamic height is computed by dividing the NAVD 88
 JE0926.geopotential number by the normal gravity value computed on the
 JE0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0926.degrees latitude (g = 980.6199 gals.).
 JE0926
 JE0926.The modeled gravity was interpolated from observed gravity values.
 JE0926
 JE0926;                    North         East    Units  Estimated Accuracy
 JE0926;SPC KS S     -   634,940.      683,970.      MT  (+/- 180 meters Scaled)
 JE0926
 JE0926                          SUPERSEDED SURVEY CONTROL
 JE0926
 JE0926  NGVD 29 (??/??/92)  300.869  (m)          987.10   (f) ADJ UNCH    2 0
 JE0926
 JE0926.Superseded values are not recommended for survey control.
 JE0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0926.See file dsdata.txt to determine how the superseded data were derived.
 JE0926
 JE0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC058901(NAD 83)
 JE0926_MARKER: DB = BENCH MARK DISK
 JE0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0926_STAMPING: J 44 1934
 JE0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0926+STABILITY: SURFACE MOTION
 JE0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0926+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 JE0926
 JE0926  HISTORY     - Date     Condition        Report By
 JE0926  HISTORY     - 1934     MONUMENTED       CGS
 JE0926  HISTORY     - 1950     GOOD             NGS
 JE0926  HISTORY     - 20050922 GOOD             GEOCAC
 JE0926
 JE0926                          STATION DESCRIPTION
 JE0926
 JE0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0926'3 MI S FROM BALDWIN.
 JE0926'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT MILEAGE
 JE0926'18.32, 55 FEET SOUTHEAST OF WHERE THE CENTER OF ROAD CROSSES THE
 JE0926'TRACKS, 45 FEET EAST OF THE EAST RAIL, 50 FEET SOUTH OF THE CENTER
 JE0926'OF THE ROAD, 35 FEET NORTHEAST OF TELEGRAPH POLE, 25 FEET SOUTHWEST
 JE0926'OF FENCE CORNER AND 2 FEET NORTHWEST OF RIGHT-OF-WAY FENCE.  THE
 JE0926'DISK IS SET IN THE TOP OF CONCRETE POST, PROJECTING 4 INCHES.
 JE0926
 JE0926                          STATION RECOVERY (2005)
 JE0926
 JE0926'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0926'14.0 KM NORTH ALONG US HWY 59 FROM THE COURTHOUSE IN OTTAWA, THENCE
 JE0926'3.1 KM EAST ALONG WOODSON RD TO THE MIDLAND RAILWAY AND THE MARK ON
 JE0926'THE RIGHT.  16.7 M (55 FT) SOUTHEAST OF WHERE THE CENTER OF ROAD
 JE0926'CROSSES THE TRACKS, 13.7 M (45 FT) EAST OF THE EAST RAIL, 15.2 M (50
 JE0926'FT) SOUTH OF THE CENTER OF THE ROAD, AND 0.6 M (2 FT) NORTHWEST OF
 JE0926'RIGHT-OF-WAY FENCE.  THE DISK IS SET IN THE TOP OF CONCRETE POST,
 JE0926'PROJECTING 4 INCHES.
 JE0926' 
 JE0926'HANDHELD GPS COORDINATES (NAD 83) N38 44 18.8 W95 14 00.8
 JE0926' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0345 ***********************************************************************
 JF0345  DESIGNATION -  J 45
 JF0345  PID         -  JF0345
 JF0345  STATE/COUNTY-  KS/BUTLER
 JF0345  USGS QUAD   -  BURNS (1962)
 JF0345
 JF0345                         *CURRENT SURVEY CONTROL
 JF0345  ___________________________________________________________________
 JF0345* NAD 83(1986)-  38 02 29.     (N)    096 52 37.     (W)     SCALED    
 JF0345* NAVD 88     -       450.865  (meters)    1479.21   (feet)  ADJUSTED  
 JF0345  ___________________________________________________________________
 JF0345  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 JF0345  DYNAMIC HT  -         450.520 (meters)    1478.08  (feet)  COMP
 JF0345  MODELED GRAV-     979,851.3   (mgal)                       NAVD 88
 JF0345
 JF0345  VERT ORDER  -  SECOND    CLASS 0
 JF0345
 JF0345.The horizontal coordinates were scaled from a topographic map and have
 JF0345.an estimated accuracy of +/- 6 seconds.
 JF0345
 JF0345.The orthometric height was determined by differential leveling
 JF0345.and adjusted by the National Geodetic Survey in June 1991..
 JF0345
 JF0345.The geoid height was determined by GEOID03.
 JF0345
 JF0345.The dynamic height is computed by dividing the NAVD 88
 JF0345.geopotential number by the normal gravity value computed on the
 JF0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0345.degrees latitude (g = 980.6199 gals.).
 JF0345
 JF0345.The modeled gravity was interpolated from observed gravity values.
 JF0345
 JF0345;                    North         East    Units  Estimated Accuracy
 JF0345;SPC KS S     -   553,810.      542,460.      MT  (+/- 180 meters Scaled)
 JF0345
 JF0345                          SUPERSEDED SURVEY CONTROL
 JF0345
 JF0345  NGVD 29 (??/??/92)  450.720  (m)         1478.74   (f) ADJ UNCH    2 0
 JF0345
 JF0345.Superseded values are not recommended for survey control.
 JF0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0345.See file dsdata.txt to determine how the superseded data were derived.
 JF0345
 JF0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH863125(NAD 83)
 JF0345_MARKER: DB = BENCH MARK DISK
 JF0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0345_STAMPING: J 45 1934
 JF0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0345+STABILITY: SURFACE MOTION
 JF0345
 JF0345  HISTORY     - Date     Condition        Report By
 JF0345  HISTORY     - 1934     MONUMENTED       CGS
 JF0345  HISTORY     - 1962     GOOD             NGS
 JF0345
 JF0345                          STATION DESCRIPTION
 JF0345
 JF0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JF0345'3.3 MI S FROM BURNS.
 JF0345'3.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JF0345'FROM THE STATION AT BURNS, 66 FEET EAST OF THE CENTER OF A
 JF0345'GRAVEL ROAD, 7.8 FEET SOUTH OF A TELEPHONE POLE, SET IN THE TOP OF
 JF0345'A CONCRETE POST WHICH PROJECTS 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0384 ***********************************************************************
 JH0384  DESIGNATION -  J 5
 JH0384  PID         -  JH0384
 JH0384  STATE/COUNTY-  KS/WALLACE
 JH0384  USGS QUAD   -  SHARON SPRINGS EAST (1979)
 JH0384
 JH0384                         *CURRENT SURVEY CONTROL
 JH0384  ___________________________________________________________________
 JH0384* NAD 83(1986)-  38 53 40.     (N)    101 40 11.     (W)     SCALED    
 JH0384* NAVD 88     -      1013.121  (meters)    3323.88   (feet)  ADJUSTED  
 JH0384  ___________________________________________________________________
 JH0384  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 JH0384  DYNAMIC HT  -        1012.247 (meters)    3321.01  (feet)  COMP
 JH0384  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 JH0384
 JH0384  VERT ORDER  -  FIRST     CLASS II
 JH0384
 JH0384.The horizontal coordinates were scaled from a topographic map and have
 JH0384.an estimated accuracy of +/- 6 seconds.
 JH0384
 JH0384.The orthometric height was determined by differential leveling
 JH0384.and adjusted by the National Geodetic Survey in June 1991..
 JH0384
 JH0384.The geoid height was determined by GEOID03.
 JH0384
 JH0384.The dynamic height is computed by dividing the NAVD 88
 JH0384.geopotential number by the normal gravity value computed on the
 JH0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0384.degrees latitude (g = 980.6199 gals.).
 JH0384
 JH0384.The modeled gravity was interpolated from observed gravity values.
 JH0384
 JH0384;                    North         East    Units  Estimated Accuracy
 JH0384;SPC KS N     -    68,740.       81,730.      MT  (+/- 180 meters Scaled)
 JH0384
 JH0384                          SUPERSEDED SURVEY CONTROL
 JH0384
 JH0384  NGVD 29 (??/??/92) 1012.704  (m)         3322.51   (f) ADJ UNCH    1 2
 JH0384
 JH0384.Superseded values are not recommended for survey control.
 JH0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0384.See file dsdata.txt to determine how the superseded data were derived.
 JH0384
 JH0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ684084(NAD 83)
 JH0384_MARKER: DB = BENCH MARK DISK
 JH0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0384_STAMPING: J 5 1933
 JH0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0384+STABILITY: SURFACE MOTION
 JH0384
 JH0384  HISTORY     - Date     Condition        Report By
 JH0384  HISTORY     - 1933     MONUMENTED       CGS
 JH0384  HISTORY     - 1952     GOOD             NGS
 JH0384
 JH0384                          STATION DESCRIPTION
 JH0384
 JH0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0384'4.3 MI E FROM SHARON SPRINGS.
 JH0384'4.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JH0384'STATION AT SHARON SPRINGS, 0.2 MILE WEST OF A FENCE LEADING
 JH0384'SOUTH, 5 POLES EAST OF THE SIGN POST AT SOMENA SIDING, 120 YARDS
 JH0384'WEST OF A GROUP OF COTTONWOOD TREES, 60.2 FEET SOUTH OF THE
 JH0384'SOUTH RAIL OF THE MAIN TRACK, 29.3 FEET EAST OF A TELEPHONE
 JH0384'POLE, 1.6 FEET NORTH OF A FENCE, 1.7 FEET WEST OF A WITNESS
 JH0384'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT
 JH0384'BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0256 ***********************************************************************
 JF0256  DESIGNATION -  J 50
 JF0256  PID         -  JF0256
 JF0256  STATE/COUNTY-  KS/MARION
 JF0256  USGS QUAD   -  FLORENCE (1989)
 JF0256
 JF0256                         *CURRENT SURVEY CONTROL
 JF0256  ___________________________________________________________________
 JF0256* NAD 83(1986)-  38 14 44.     (N)    096 55 04.     (W)     SCALED    
 JF0256* NAVD 88     -       387.036  (meters)    1269.80   (feet)  ADJUSTED  
 JF0256  ___________________________________________________________________
 JF0256  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 JF0256  DYNAMIC HT  -         386.750 (meters)    1268.86  (feet)  COMP
 JF0256  MODELED GRAV-     979,879.1   (mgal)                       NAVD 88
 JF0256
 JF0256  VERT ORDER  -  SECOND    CLASS 0
 JF0256
 JF0256.The horizontal coordinates were scaled from a topographic map and have
 JF0256.an estimated accuracy of +/- 6 seconds.
 JF0256
 JF0256.The orthometric height was determined by differential leveling
 JF0256.and adjusted by the National Geodetic Survey in June 1991..
 JF0256
 JF0256.The geoid height was determined by GEOID03.
 JF0256
 JF0256.The dynamic height is computed by dividing the NAVD 88
 JF0256.geopotential number by the normal gravity value computed on the
 JF0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0256.degrees latitude (g = 980.6199 gals.).
 JF0256
 JF0256.The modeled gravity was interpolated from observed gravity values.
 JF0256
 JF0256;                    North         East    Units  Estimated Accuracy
 JF0256;SPC KS S     -   576,410.      538,490.      MT  (+/- 180 meters Scaled)
 JF0256
 JF0256                          SUPERSEDED SURVEY CONTROL
 JF0256
 JF0256  NGVD 29 (??/??/92)  386.879  (m)         1269.29   (f) ADJ UNCH    2 0
 JF0256
 JF0256.Superseded values are not recommended for survey control.
 JF0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0256.See file dsdata.txt to determine how the superseded data were derived.
 JF0256
 JF0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH822351(NAD 83)
 JF0256_MARKER: DB = BENCH MARK DISK
 JF0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0256+STABILITY: SURFACE MOTION
 JF0256
 JF0256  HISTORY     - Date     Condition        Report By
 JF0256  HISTORY     - UNK      MONUMENTED       CGS
 JF0256  HISTORY     - 1934     GOOD             NGS
 JF0256  HISTORY     - 1938     GOOD             NGS
 JF0256
 JF0256                          STATION DESCRIPTION
 JF0256
 JF0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0256'IN FLORENCE.
 JF0256'IN THE EAST SIDE OF TOWN.  LOCATED ALONG THE R. OF W. OF THE
 JF0256'SANTA FE R.R. CO.  (MARION BRANCH) 47 FT. WEST OF THE CENTER
 JF0256'LINE OF THE TRACK.  32 FT. NORTH OF THE CENTER LINE OF HIGHWAY
 JF0256'NO. U.S. 50 S.
 JF0256
 JF0256                          STATION RECOVERY (1938)
 JF0256
 JF0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0526 ***********************************************************************
 JF0526  DESIGNATION -  J 52
 JF0526  PID         -  JF0526
 JF0526  STATE/COUNTY-  KS/DICKINSON
 JF0526  USGS QUAD   -  NAVARRE (1964)
 JF0526
 JF0526                         *CURRENT SURVEY CONTROL
 JF0526  ___________________________________________________________________
 JF0526* NAD 83(1986)-  38 47 01.     (N)    097 05 59.     (W)     SCALED    
 JF0526* NAVD 88     -       411.553  (meters)    1350.24   (feet)  ADJUSTED  
 JF0526  ___________________________________________________________________
 JF0526  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 JF0526  DYNAMIC HT  -         411.258 (meters)    1349.27  (feet)  COMP
 JF0526  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 JF0526
 JF0526  VERT ORDER  -  SECOND    CLASS 0
 JF0526
 JF0526.The horizontal coordinates were scaled from a topographic map and have
 JF0526.an estimated accuracy of +/- 6 seconds.
 JF0526
 JF0526.The orthometric height was determined by differential leveling
 JF0526.and adjusted by the National Geodetic Survey in June 1991..
 JF0526
 JF0526.The geoid height was determined by GEOID03.
 JF0526
 JF0526.The dynamic height is computed by dividing the NAVD 88
 JF0526.geopotential number by the normal gravity value computed on the
 JF0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0526.degrees latitude (g = 980.6199 gals.).
 JF0526
 JF0526.The modeled gravity was interpolated from observed gravity values.
 JF0526
 JF0526;                    North         East    Units  Estimated Accuracy
 JF0526;SPC KS N     -    50,370.      478,220.      MT  (+/- 180 meters Scaled)
 JF0526
 JF0526                          SUPERSEDED SURVEY CONTROL
 JF0526
 JF0526  NGVD 29 (??/??/92)  411.405  (m)         1349.75   (f) ADJ UNCH    2 0
 JF0526
 JF0526.Superseded values are not recommended for survey control.
 JF0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0526.See file dsdata.txt to determine how the superseded data were derived.
 JF0526
 JF0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH650944(NAD 83)
 JF0526_MARKER: DB = BENCH MARK DISK
 JF0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0526+STABILITY: SURFACE MOTION
 JF0526
 JF0526  HISTORY     - Date     Condition        Report By
 JF0526  HISTORY     - UNK      MONUMENTED       CGS
 JF0526  HISTORY     - 1934     GOOD             NGS
 JF0526  HISTORY     - 1968     GOOD             NGS
 JF0526
 JF0526                          STATION DESCRIPTION
 JF0526
 JF0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0526'0.6 MI S FROM NAVARRE.
 JF0526'0.6 MILES SOUTH BY RAIL ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0526'R.R. CO.  48.8 FT. WEST OF THE CENTER-LINE OF TRACK 26.5 FT.
 JF0526'NORTH OF CENTER-LINE OF SECTION LINE ROAD.
 JF0526
 JF0526                          STATION RECOVERY (1968)
 JF0526
 JF0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1159 ***********************************************************************
 JE1159  DESIGNATION -  J 53
 JE1159  PID         -  JE1159
 JE1159  STATE/COUNTY-  KS/COFFEY
 JE1159  USGS QUAD   -  LE ROY (1971)
 JE1159
 JE1159                         *CURRENT SURVEY CONTROL
 JE1159  ___________________________________________________________________
 JE1159* NAD 83(1986)-  38 04 37.     (N)    095 37 51.     (W)     SCALED    
 JE1159* NAVD 88     -       305.192  (meters)    1001.28   (feet)  ADJUSTED  
 JE1159  ___________________________________________________________________
 JE1159  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 JE1159  DYNAMIC HT  -         304.964 (meters)    1000.54  (feet)  COMP
 JE1159  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 JE1159
 JE1159  VERT ORDER  -  SECOND    CLASS 0
 JE1159
 JE1159.The horizontal coordinates were scaled from a topographic map and have
 JE1159.an estimated accuracy of +/- 6 seconds.
 JE1159
 JE1159.The orthometric height was determined by differential leveling
 JE1159.and adjusted by the National Geodetic Survey in June 1991..
 JE1159.WARNING-Repeat measurements at this control monument indicate possible
 JE1159.vertical movement.
 JE1159
 JE1159.The geoid height was determined by GEOID03.
 JE1159
 JE1159.The dynamic height is computed by dividing the NAVD 88
 JE1159.geopotential number by the normal gravity value computed on the
 JE1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1159.degrees latitude (g = 980.6199 gals.).
 JE1159
 JE1159.The modeled gravity was interpolated from observed gravity values.
 JE1159
 JE1159;                    North         East    Units  Estimated Accuracy
 JE1159;SPC KS S     -   560,390.      651,690.      MT  (+/- 180 meters Scaled)
 JE1159
 JE1159                          SUPERSEDED SURVEY CONTROL
 JE1159
 JE1159  NGVD 29 (??/??/92)  305.037  (m)         1000.78   (f) ADJ UNCH    2 0
 JE1159
 JE1159.Superseded values are not recommended for survey control.
 JE1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1159.See file dsdata.txt to determine how the superseded data were derived.
 JE1159
 JE1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC692176(NAD 83)
 JE1159_MARKER: DB = BENCH MARK DISK
 JE1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1159_STAMPING: J 53 1934
 JE1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1159+STABILITY: SURFACE MOTION
 JE1159
 JE1159  HISTORY     - Date     Condition        Report By
 JE1159  HISTORY     - 1934     MONUMENTED       CGS
 JE1159  HISTORY     - 1951     GOOD             NGS
 JE1159
 JE1159                          STATION DESCRIPTION
 JE1159
 JE1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1159'AT LE ROY.
 JE1159'ABOUT 625 YARDS SOUTH OF THE MISSOURI PACIFIC RAILROAD STATION,
 JE1159'4 BLOCKS SOUTH OF STATE HIGHWAY 57, 75 YARDS SOUTHWEST OF SEMPHORE
 JE1159'384-9, 26 FEET SOUTH OF THE CENTER OF ROAD, 18.4 FEET WEST OF
 JE1159'THE WEST RAIL OF MAIN TRACK, 2 FEET NORTHWEST OF THE NORTHEAST
 JE1159'CORNER OF YARD FENCE AND 1 FOOT WEST OF WITNESS POST.  THE MARK
 JE1159'IS SET IN THE TOP OF A CONCRETE POST, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0747 ***********************************************************************
 JE0747  DESIGNATION -  J 54
 JE0747  PID         -  JE0747
 JE0747  STATE/COUNTY-  KS/LINN
 JE0747  USGS QUAD   -  MOUND CITY NW (1966)
 JE0747
 JE0747                         *CURRENT SURVEY CONTROL
 JE0747  ___________________________________________________________________
 JE0747* NAD 83(1986)-  38 08 39.     (N)    094 53 15.     (W)     SCALED    
 JE0747* NAVD 88     -       266.677  (meters)     874.92   (feet)  ADJUSTED  
 JE0747  ___________________________________________________________________
 JE0747  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JE0747  DYNAMIC HT  -         266.481 (meters)     874.28  (feet)  COMP
 JE0747  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 JE0747
 JE0747  VERT ORDER  -  SECOND    CLASS 0
 JE0747
 JE0747.The horizontal coordinates were scaled from a topographic map and have
 JE0747.an estimated accuracy of +/- 6 seconds.
 JE0747
 JE0747.The orthometric height was determined by differential leveling
 JE0747.and adjusted by the National Geodetic Survey in June 1991..
 JE0747
 JE0747.The geoid height was determined by GEOID03.
 JE0747
 JE0747.The dynamic height is computed by dividing the NAVD 88
 JE0747.geopotential number by the normal gravity value computed on the
 JE0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0747.degrees latitude (g = 980.6199 gals.).
 JE0747
 JE0747.The modeled gravity was interpolated from observed gravity values.
 JE0747
 JE0747;                    North         East    Units  Estimated Accuracy
 JE0747;SPC KS S     -   570,120.      716,580.      MT  (+/- 180 meters Scaled)
 JE0747
 JE0747                          SUPERSEDED SURVEY CONTROL
 JE0747
 JE0747  NGVD 29 (??/??/92)  266.544  (m)          874.49   (f) ADJ UNCH    2 0
 JE0747
 JE0747.Superseded values are not recommended for survey control.
 JE0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0747.See file dsdata.txt to determine how the superseded data were derived.
 JE0747
 JE0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC346234(NAD 83)
 JE0747_MARKER: DB = BENCH MARK DISK
 JE0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0747_STAMPING: J 54 1934
 JE0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0747+STABILITY: SURFACE MOTION
 JE0747
 JE0747  HISTORY     - Date     Condition        Report By
 JE0747  HISTORY     - 1934     MONUMENTED       CGS
 JE0747  HISTORY     - 1951     GOOD             NGS
 JE0747
 JE0747                          STATION DESCRIPTION
 JE0747
 JE0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0747'4.4 MI W FROM MOUND CITY.
 JE0747'4.4 MILES WEST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE0747'RAILROAD FROM THE ABANDONED STATION AT MOUND CITY, LINN COUNTY,
 JE0747'130 YARDS SOUTH OF THE A.R. DINGUS FARMHOUSE, 45 FEET NORTH OF
 JE0747'THE CENTERLINE OF THE OLD ROADBED, 22 FEET EAST OF THE CENTERLINE
 JE0747'OF A ROAD, 2 FEET SOUTHEAST OF THE CORNER OF THE RIGHT-OF-WAY
 JE0747'FENCE, AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A
 JE0747'STANDARD DISK, STAMPED J 54 1934 AND SET IN THE TOP OF A CONCRETE
 JE0747'POST PROJECTING 2 INCHES ABOVE GROUND.  THIS BENCH MARK MAY
 JE0747'ALSO BE REACHED BY ROAD FROM THE ABANDONED MISSOURI PACIFIC
 JE0747'RAILROAD STATION BY GOING 0.7 MILE WEST TO THE INTERSECTION OF
 JE0747'STATE HIGHWAY 7, THENCE 0.2 MILE NORTH ALONG STATE HIGHWAY 7,
 JE0747'THENCE 3.7 MILES WEST ALONG A MAIN GRAVEL ROAD, AND THENCE 0.6
 JE0747'MILE SOUTH TO THE OLD ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0350 ***********************************************************************
 HE0350  DESIGNATION -  J 55
 HE0350  PID         -  HE0350
 HE0350  STATE/COUNTY-  KS/NEOSHO
 HE0350  USGS QUAD   -  ERIE (1973)
 HE0350
 HE0350                         *CURRENT SURVEY CONTROL
 HE0350  ___________________________________________________________________
 HE0350* NAD 83(1986)-  37 35 13.     (N)    095 14 05.     (W)     SCALED    
 HE0350* NAVD 88     -       278.065  (meters)     912.28   (feet)  ADJUSTED  
 HE0350  ___________________________________________________________________
 HE0350  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0350  DYNAMIC HT  -         277.848 (meters)     911.57  (feet)  COMP
 HE0350  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 HE0350
 HE0350  VERT ORDER  -  SECOND    CLASS 0
 HE0350
 HE0350.The horizontal coordinates were scaled from a topographic map and have
 HE0350.an estimated accuracy of +/- 6 seconds.
 HE0350
 HE0350.The orthometric height was determined by differential leveling
 HE0350.and adjusted by the National Geodetic Survey in June 1991..
 HE0350
 HE0350.The geoid height was determined by GEOID03.
 HE0350
 HE0350.The dynamic height is computed by dividing the NAVD 88
 HE0350.geopotential number by the normal gravity value computed on the
 HE0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0350.degrees latitude (g = 980.6199 gals.).
 HE0350
 HE0350.The modeled gravity was interpolated from observed gravity values.
 HE0350
 HE0350;                    North         East    Units  Estimated Accuracy
 HE0350;SPC KS S     -   507,190.      688,330.      MT  (+/- 180 meters Scaled)
 HE0350
 HE0350                          SUPERSEDED SURVEY CONTROL
 HE0350
 HE0350  NGVD 29 (??/??/92)  277.939  (m)          911.87   (f) ADJ UNCH    2 0
 HE0350
 HE0350.Superseded values are not recommended for survey control.
 HE0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0350.See file dsdata.txt to determine how the superseded data were derived.
 HE0350
 HE0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB026623(NAD 83)
 HE0350_MARKER: DB = BENCH MARK DISK
 HE0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0350_STAMPING: J 55 1934
 HE0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0350+STABILITY: SURFACE MOTION
 HE0350
 HE0350  HISTORY     - Date     Condition        Report By
 HE0350  HISTORY     - 1934     MONUMENTED       CGS
 HE0350  HISTORY     - 1964     GOOD             NGS
 HE0350
 HE0350                          STATION DESCRIPTION
 HE0350
 HE0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0350'1.7 MI N FROM ERIE.
 HE0350'1.7 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0350'ERIE, NEOSHO COUNTY, AT MILEAGE 119.17, AT A COUNTY-ROAD
 HE0350'CROSSING, 46 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 30 FEET
 HE0350'SOUTH OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 HE0350'STAMPED J 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HE0350'NOTE-- 1964 REPORT, THE BENCH MARK IS 2.0 FEET FROM FENCE
 HE0350'CORNER AND PROJECTS ABOUT 1 FOOT.
 HE0350
 HE0350                          STATION RECOVERY (1964)
 HE0350
 HE0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0417 ***********************************************************************
 JH0417  DESIGNATION -  J 556
 JH0417  PID         -  JH0417
 JH0417  STATE/COUNTY-  KS/HAMILTON
 JH0417  USGS QUAD   -  PLUM CREEK SOUTH (1966)
 JH0417
 JH0417                         *CURRENT SURVEY CONTROL
 JH0417  ___________________________________________________________________
 JH0417* NAD 83(1986)-  38 00 08.     (N)    101 50 14.     (W)     SCALED    
 JH0417* NAVD 88     -       995.428  (meters)    3265.83   (feet)  ADJUSTED  
 JH0417  ___________________________________________________________________
 JH0417  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 JH0417  DYNAMIC HT  -         994.499 (meters)    3262.79  (feet)  COMP
 JH0417  MODELED GRAV-     979,663.0   (mgal)                       NAVD 88
 JH0417
 JH0417  VERT ORDER  -  FIRST     CLASS II
 JH0417
 JH0417.The horizontal coordinates were scaled from a topographic map and have
 JH0417.an estimated accuracy of +/- 6 seconds.
 JH0417
 JH0417.The orthometric height was determined by differential leveling
 JH0417.and adjusted by the National Geodetic Survey in June 1991..
 JH0417
 JH0417.The geoid height was determined by GEOID03.
 JH0417
 JH0417.The dynamic height is computed by dividing the NAVD 88
 JH0417.geopotential number by the normal gravity value computed on the
 JH0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0417.degrees latitude (g = 980.6199 gals.).
 JH0417
 JH0417.The modeled gravity was interpolated from observed gravity values.
 JH0417
 JH0417;                    North         East    Units  Estimated Accuracy
 JH0417;SPC KS S     -   553,470.      106,970.      MT  (+/- 180 meters Scaled)
 JH0417
 JH0417                          SUPERSEDED SURVEY CONTROL
 JH0417
 JH0417.No superseded survey control is available for this station.
 JH0417
 JH0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH508098(NAD 83)
 JH0417_MARKER: I = METAL ROD
 JH0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0417_SP_SET: STAINLESS STEEL ROD
 JH0417_STAMPING: J 556 1986
 JH0417_MARK LOGO: NGS   
 JH0417_PROJECTION: FLUSH
 JH0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0417_ROD/PIPE-DEPTH: 17.7 meters
 JH0417
 JH0417  HISTORY     - Date     Condition        Report By
 JH0417  HISTORY     - 1986     MONUMENTED       NGS
 JH0417
 JH0417                          STATION DESCRIPTION
 JH0417
 JH0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0417'8.0 KM (5.0 MI) WEST FROM SYRACUSE.
 JH0417'8.0 KM (5.0 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 JH0417'ROUTE 27 IN SYRACUSE, AT A DIRT FARM ROAD LEADING NORTH, 18.6 METERS
 JH0417'(61 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 35.4 METERS (116 FT)
 JH0417'SOUTHEAST OF THE CENTER OF THE ROAD, 0.9 METER (3 FT) NORTHWEST OF A
 JH0417'POWER POLE, 0.3 METER (1 FT) SOUTHWEST OF AN ELECTRIC FENCE AND
 JH0417'0.8 METER (2 FT) SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO DATUM
 JH0417'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0417'THE MARK IS 0.6 METERS  ESE FROM  A WITNESS POST
 JH0417'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1045 ***********************************************************************
 JE1045  DESIGNATION -  J 56
 JE1045  PID         -  JE1045
 JE1045  STATE/COUNTY-  KS/ANDERSON
 JE1045  USGS QUAD   -  BUSH CITY (1983)
 JE1045
 JE1045                         *CURRENT SURVEY CONTROL
 JE1045  ___________________________________________________________________
 JE1045* NAD 83(1986)-  38 13 35.     (N)    095 10 14.     (W)     SCALED    
 JE1045* NAVD 88     -       332.402  (meters)    1090.56   (feet)  ADJUSTED  
 JE1045  ___________________________________________________________________
 JE1045  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JE1045  DYNAMIC HT  -         332.159 (meters)    1089.76  (feet)  COMP
 JE1045  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 JE1045
 JE1045  VERT ORDER  -  SECOND    CLASS 0
 JE1045
 JE1045.The horizontal coordinates were scaled from a topographic map and have
 JE1045.an estimated accuracy of +/- 6 seconds.
 JE1045
 JE1045.The orthometric height was determined by differential leveling
 JE1045.and adjusted by the National Geodetic Survey in June 1991..
 JE1045
 JE1045.The geoid height was determined by GEOID03.
 JE1045
 JE1045.The dynamic height is computed by dividing the NAVD 88
 JE1045.geopotential number by the normal gravity value computed on the
 JE1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1045.degrees latitude (g = 980.6199 gals.).
 JE1045
 JE1045.The modeled gravity was interpolated from observed gravity values.
 JE1045
 JE1045;                    North         East    Units  Estimated Accuracy
 JE1045;SPC KS S     -   578,310.      691,460.      MT  (+/- 180 meters Scaled)
 JE1045
 JE1045                          SUPERSEDED SURVEY CONTROL
 JE1045
 JE1045  NGVD 29 (??/??/92)  332.241  (m)         1090.03   (f) ADJ UNCH    2 0
 JE1045
 JE1045.Superseded values are not recommended for survey control.
 JE1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1045.See file dsdata.txt to determine how the superseded data were derived.
 JE1045
 JE1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC100331(NAD 83)
 JE1045_MARKER: DB = BENCH MARK DISK
 JE1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1045_STAMPING: J 56 1934
 JE1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1045+STABILITY: SURFACE MOTION
 JE1045
 JE1045  HISTORY     - Date     Condition        Report By
 JE1045  HISTORY     - 1934     MONUMENTED       CGS
 JE1045  HISTORY     - 1950     GOOD             NGS
 JE1045
 JE1045                          STATION DESCRIPTION
 JE1045
 JE1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1045'2.6 MI NW FROM BUSH CITY.
 JE1045'0.2 MILE NORTH ALONG A ROAD FROM THE POST OFFICE AT BUSH CITY,
 JE1045'ANDERSON COUNTY, THENCE 0.2 MILE WEST, THENCE 1.0 MILE NORTH,
 JE1045'AND THENCE 1.2 MILES WEST, ON THE ABANDONED MISSOURI PACIFIC
 JE1045'RAILROAD, 39 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD,
 JE1045'36 FEET WEST OF THE CENTER LINE OF THE OLD ROADBED, 40 FEET
 JE1045'WEST OF THE CENTER OF A CATTLE GUARD FOR A PRIVATE ROAD SOUTH,
 JE1045'4 FEET EAST OF A T-FENCE JUNCTION, AND 1 FOOT SOUTH OF THE
 JE1045'FENCE.  A STANDARD DISK, STAMPED J 56 1934 AND SET IN THE TOP
 JE1045'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 JE1045
 JE1045                          STATION RECOVERY (1950)
 JE1045
 JE1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0167 ***********************************************************************
 KH0167  DESIGNATION -  J 6
 KH0167  PID         -  KH0167
 KH0167  STATE/COUNTY-  KS/LOGAN
 KH0167  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0167
 KH0167                         *CURRENT SURVEY CONTROL
 KH0167  ___________________________________________________________________
 KH0167* NAD 83(1986)-  39 07 26.     (N)    100 51 56.     (W)     SCALED    
 KH0167* NAVD 88     -       929.481  (meters)    3049.47   (feet)  ADJUSTED  
 KH0167  ___________________________________________________________________
 KH0167  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 KH0167  DYNAMIC HT  -         928.744 (meters)    3047.05  (feet)  COMP
 KH0167  MODELED GRAV-     979,802.6   (mgal)                       NAVD 88
 KH0167
 KH0167  VERT ORDER  -  FIRST     CLASS II
 KH0167
 KH0167.The horizontal coordinates were scaled from a topographic map and have
 KH0167.an estimated accuracy of +/- 6 seconds.
 KH0167
 KH0167.The orthometric height was determined by differential leveling
 KH0167.and adjusted by the National Geodetic Survey in June 1991..
 KH0167
 KH0167.The geoid height was determined by GEOID03.
 KH0167
 KH0167.The dynamic height is computed by dividing the NAVD 88
 KH0167.geopotential number by the normal gravity value computed on the
 KH0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0167.degrees latitude (g = 980.6199 gals.).
 KH0167
 KH0167.The modeled gravity was interpolated from observed gravity values.
 KH0167
 KH0167;                    North         East    Units  Estimated Accuracy
 KH0167;SPC KS N     -    91,680.      152,250.      MT  (+/- 180 meters Scaled)
 KH0167
 KH0167                          SUPERSEDED SURVEY CONTROL
 KH0167
 KH0167  NGVD 29 (??/??/92)  929.148  (m)         3048.38   (f) ADJ UNCH    1 2
 KH0167
 KH0167.Superseded values are not recommended for survey control.
 KH0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0167.See file dsdata.txt to determine how the superseded data were derived.
 KH0167
 KH0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ387321(NAD 83)
 KH0167_MARKER: DB = BENCH MARK DISK
 KH0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0167_STAMPING: J 6 1933
 KH0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0167+STABILITY: SURFACE MOTION
 KH0167
 KH0167  HISTORY     - Date     Condition        Report By
 KH0167  HISTORY     - 1933     MONUMENTED       CGS
 KH0167  HISTORY     - 1952     GOOD             NGS
 KH0167
 KH0167                          STATION DESCRIPTION
 KH0167
 KH0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0167'0.8 MI W FROM OAKLEY.
 KH0167'0.8 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0167'AT OAKLEY, AT A ROAD CROSSING, 5 1/2 POLES WEST OF MILEPOST 378,
 KH0167'46 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 48 FEET
 KH0167'EAST OF THE CENTER LINE OF A GRAVELED ROAD, 16 FEET NORTHWEST
 KH0167'OF A POWER POLE, 6 FEET EAST OF A FENCE CORNER, 1.7 FEET NORTH
 KH0167'OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 KH0167'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0087 ***********************************************************************
 JH0087  DESIGNATION -  J 7
 JH0087  PID         -  JH0087
 JH0087  STATE/COUNTY-  KS/FINNEY
 JH0087  USGS QUAD   -  LOWE (1976)
 JH0087
 JH0087                         *CURRENT SURVEY CONTROL
 JH0087  ___________________________________________________________________
 JH0087* NAD 83(1986)-  38 03 20.     (N)    100 54 05.     (W)     SCALED    
 JH0087* NAVD 88     -       878.127  (meters)    2880.99   (feet)  ADJUSTED  
 JH0087  ___________________________________________________________________
 JH0087  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 JH0087  DYNAMIC HT  -         877.351 (meters)    2878.44  (feet)  COMP
 JH0087  MODELED GRAV-     979,715.3   (mgal)                       NAVD 88
 JH0087
 JH0087  VERT ORDER  -  FIRST     CLASS II
 JH0087
 JH0087.The horizontal coordinates were scaled from a topographic map and have
 JH0087.an estimated accuracy of +/- 6 seconds.
 JH0087
 JH0087.The orthometric height was determined by differential leveling
 JH0087.and adjusted by the National Geodetic Survey in June 1991..
 JH0087
 JH0087.The geoid height was determined by GEOID03.
 JH0087
 JH0087.The dynamic height is computed by dividing the NAVD 88
 JH0087.geopotential number by the normal gravity value computed on the
 JH0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0087.degrees latitude (g = 980.6199 gals.).
 JH0087
 JH0087.The modeled gravity was interpolated from observed gravity values.
 JH0087
 JH0087;                    North         East    Units  Estimated Accuracy
 JH0087;SPC KS S     -   556,860.      189,280.      MT  (+/- 180 meters Scaled)
 JH0087
 JH0087                          SUPERSEDED SURVEY CONTROL
 JH0087
 JH0087  NGVD 29 (??/??/92)  877.892  (m)         2880.22   (f) ADJ UNCH    1 2
 JH0087
 JH0087.Superseded values are not recommended for survey control.
 JH0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0087.See file dsdata.txt to determine how the superseded data were derived.
 JH0087
 JH0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH331136(NAD 83)
 JH0087_MARKER: DB = BENCH MARK DISK
 JH0087_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JH0087_SP_SET: HEADWALL
 JH0087_STAMPING: J 7 1933
 JH0087_MARK LOGO: CGS   
 JH0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0087+STABILITY: SURFACE MOTION
 JH0087
 JH0087  HISTORY     - Date     Condition        Report By
 JH0087  HISTORY     - 1933     MONUMENTED       CGS
 JH0087  HISTORY     - 1986     GOOD             NGS
 JH0087
 JH0087                          STATION DESCRIPTION
 JH0087
 JH0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0087'7.5 MI N FROM GARDEN CITY.
 JH0087'7.5 MILE NORTH OF MUNICIPAL WATER PLANT 65 FEET NORTHWEST OF
 JH0087'SECOND TELEGRAPH POLE SOUTH OF MILE POST 150.  IN THE TOP OF THE
 JH0087'NORTHWEST CONCRETE WING WALL OF RAILROAD BRIDGE OVER IRRIGATION
 JH0087'CANAL.  48 FEET SOUTHWEST OF ATCHISON TOPEKA AND SANTA FE RAILROAD
 JH0087'AND COUNTY ROAD CROSSING.
 JH0087
 JH0087                          STATION RECOVERY (1986)
 JH0087
 JH0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0087'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.1 KM (5.1
 JH0087'MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US HIGHWAY 50 WEST
 JH0087'AT GARDEN CITY, THENCE 1.6 KM (1.0 MI) WEST ALONG A COUNTY ROAD,
 JH0087'THENCE 0.9 KM (0.55 MI) NORTH ALONG A COUNTY ROAD, IN TOP OF AND 1.7
 JH0087'METERS (5.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHWEST
 JH0087'WINGWALL FOR A SMALL ATCHISON, TOPEKA AND SANTA FE RAILROAD BRIDGE
 JH0087'OVER AN IRRIGATION CANAL, 6.5 METERS (21.5 FT) EAST OF THE CENTER OF
 JH0087'THE ROAD AND 2.1 METERS (7 FT) SOUTHWEST OF THE SOUTHWEST RAIL.
 JH0087'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0376 ***********************************************************************
 KH0376  DESIGNATION -  J 77
 KH0376  PID         -  KH0376
 KH0376  STATE/COUNTY-  KS/THOMAS
 KH0376  USGS QUAD   -  COLBY SE (1967)
 KH0376
 KH0376                         *CURRENT SURVEY CONTROL
 KH0376  ___________________________________________________________________
 KH0376* NAD 83(1986)-  39 21 27.     (N)    101 00 21.     (W)     SCALED    
 KH0376* NAVD 88     -       965.525  (meters)    3167.73   (feet)  ADJUSTED  
 KH0376  ___________________________________________________________________
 KH0376  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KH0376  DYNAMIC HT  -         964.761 (meters)    3165.22  (feet)  COMP
 KH0376  MODELED GRAV-     979,803.8   (mgal)                       NAVD 88
 KH0376
 KH0376  VERT ORDER  -  SECOND    CLASS 0
 KH0376
 KH0376.The horizontal coordinates were scaled from a topographic map and have
 KH0376.an estimated accuracy of +/- 6 seconds.
 KH0376
 KH0376.The orthometric height was determined by differential leveling
 KH0376.and adjusted by the National Geodetic Survey in June 1991..
 KH0376
 KH0376.The geoid height was determined by GEOID03.
 KH0376
 KH0376.The dynamic height is computed by dividing the NAVD 88
 KH0376.geopotential number by the normal gravity value computed on the
 KH0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0376.degrees latitude (g = 980.6199 gals.).
 KH0376
 KH0376.The modeled gravity was interpolated from observed gravity values.
 KH0376
 KH0376;                    North         East    Units  Estimated Accuracy
 KH0376;SPC KS N     -   117,990.      140,990.      MT  (+/- 180 meters Scaled)
 KH0376
 KH0376                          SUPERSEDED SURVEY CONTROL
 KH0376
 KH0376  NGVD 29 (??/??/92)  965.161  (m)         3166.53   (f) ADJ UNCH    2 0
 KH0376
 KH0376.Superseded values are not recommended for survey control.
 KH0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0376.See file dsdata.txt to determine how the superseded data were derived.
 KH0376
 KH0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ271583(NAD 83)
 KH0376_MARKER: DB = BENCH MARK DISK
 KH0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0376_STAMPING: J-77 1934
 KH0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0376+STABILITY: SURFACE MOTION
 KH0376
 KH0376  HISTORY     - Date     Condition        Report By
 KH0376  HISTORY     - 1934     MONUMENTED       CGS
 KH0376  HISTORY     - 1965     MARK NOT FOUND   USGS
 KH0376
 KH0376                          STATION DESCRIPTION
 KH0376
 KH0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0376'3.5 MI SE FROM COLBY.
 KH0376'3.5 MILES SE OF AND ALONG THE UNION PACIFIC R.R. 0.5 MILE NW
 KH0376'OF MILE POST 207, 50 FT NE OF CENTER OF TRACK, 20 FT N OF
 KH0376'A TELEGRAPH POLE.
 KH0376
 KH0376                          STATION RECOVERY (1965)
 KH0376
 KH0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KH0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0308 ***********************************************************************
 KH0308  DESIGNATION -  J 78 RESET
 KH0308  PID         -  KH0308
 KH0308  STATE/COUNTY-  KS/RAWLINS
 KH0308  USGS QUAD   -  ATWOOD NE (1978)
 KH0308
 KH0308                         *CURRENT SURVEY CONTROL
 KH0308  ___________________________________________________________________
 KH0308* NAD 83(1986)-  39 58 48.     (N)    101 03 22.     (W)     SCALED    
 KH0308* NAVD 88     -       924.19   (meters)    3032.1    (feet)  RESET     
 KH0308  ___________________________________________________________________
 KH0308  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 KH0308
 KH0308  VERT ORDER  -  THIRD
 KH0308
 KH0308.The horizontal coordinates were scaled from a topographic map and have
 KH0308.an estimated accuracy of +/- 6 seconds.
 KH0308
 KH0308.The orthometric height was computed from unverified reset data.
 KH0308
 KH0308.The geoid height was determined by GEOID03.
 KH0308
 KH0308;                    North         East    Units  Estimated Accuracy
 KH0308;SPC KS N     -   187,210.      138,990.      MT  (+/- 180 meters Scaled)
 KH0308
 KH0308                          SUPERSEDED SURVEY CONTROL
 KH0308
 KH0308.No superseded survey control is available for this station.
 KH0308
 KH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK244275(NAD 83)
 KH0308_MARKER: DB = BENCH MARK DISK
 KH0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0308_STAMPING: J 78 RESET 1949
 KH0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0308+STABILITY: SURFACE MOTION
 KH0308
 KH0308  HISTORY     - Date     Condition        Report By
 KH0308  HISTORY     - 1949     MONUMENTED       KSHC
 KH0308  HISTORY     - 1949     GOOD             NGS
 KH0308
 KH0308                          STATION DESCRIPTION
 KH0308
 KH0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KH0308'12.4 MI N FROM ATWOOD.
 KH0308'12.4 MILES NORTH ALONG STATE HIGHWAY 25 FROM ATWOOD, RAWLINS
 KH0308'COUNTY, 1.6 MILES SOUTH OF THE KANSAS-NEBRASKA STATE LINE, AT
 KH0308'THE QUARTER-SECTION LINE OF SECS 7 AND 8, T 1 S, R 33W, AND
 KH0308'59 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 KH0308'DISK, STAMPED J 78 RESET 1949 AND SET IN THE TOP OF A CONCRETE
 KH0308'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0185 ***********************************************************************
 HH0185  DESIGNATION -  J 8
 HH0185  PID         -  HH0185
 HH0185  STATE/COUNTY-  KS/HASKELL
 HH0185  USGS QUAD   -  SUBLETTE (1977)
 HH0185
 HH0185                         *CURRENT SURVEY CONTROL
 HH0185  ___________________________________________________________________
 HH0185* NAD 83(1986)-  37 25 00.     (N)    100 52 17.     (W)     SCALED    
 HH0185* NAVD 88     -       887.649  (meters)    2912.23   (feet)  ADJUSTED  
 HH0185  ___________________________________________________________________
 HH0185  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 HH0185  DYNAMIC HT  -         886.809 (meters)    2909.47  (feet)  COMP
 HH0185  MODELED GRAV-     979,655.1   (mgal)                       NAVD 88
 HH0185
 HH0185  VERT ORDER  -  FIRST     CLASS II
 HH0185
 HH0185.The horizontal coordinates were scaled from a topographic map and have
 HH0185.an estimated accuracy of +/- 6 seconds.
 HH0185
 HH0185.The orthometric height was determined by differential leveling
 HH0185.and adjusted by the National Geodetic Survey in June 1991..
 HH0185
 HH0185.The geoid height was determined by GEOID03.
 HH0185
 HH0185.The dynamic height is computed by dividing the NAVD 88
 HH0185.geopotential number by the normal gravity value computed on the
 HH0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0185.degrees latitude (g = 980.6199 gals.).
 HH0185
 HH0185.The modeled gravity was interpolated from observed gravity values.
 HH0185
 HH0185;                    North         East    Units  Estimated Accuracy
 HH0185;SPC KS S     -   485,910.      190,100.      MT  (+/- 180 meters Scaled)
 HH0185
 HH0185                          SUPERSEDED SURVEY CONTROL
 HH0185
 HH0185  NGVD 29 (??/??/92)  887.282  (m)         2911.02   (f) ADJ UNCH    1 2
 HH0185
 HH0185.Superseded values are not recommended for survey control.
 HH0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0185.See file dsdata.txt to determine how the superseded data were derived.
 HH0185
 HH0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG343427(NAD 83)
 HH0185_MARKER: DB = BENCH MARK DISK
 HH0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0185_STAMPING: J 8 1933
 HH0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0185+STABILITY: SURFACE MOTION
 HH0185
 HH0185  HISTORY     - Date     Condition        Report By
 HH0185  HISTORY     - 1933     MONUMENTED       CGS
 HH0185  HISTORY     - 1967     MARK NOT FOUND   USGS
 HH0185
 HH0185                          STATION DESCRIPTION
 HH0185
 HH0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0185'27.9 MI N FROM LIBERAL.
 HH0185'IN HASKELL COUNTY, ABOUT 27.9 MILES NORTH ALONG U.S. HIGHWAY 83
 HH0185'FROM THE CITY HALL AT LIBERAL, SEWARD COUNTY, ABOUT 4.0 MILES
 HH0185'SOUTH OF THE INTERSECTION OF STATE HIGHWAY 45, ABOUT 171 FEET
 HH0185'SOUTH OF A LARGE WHITE FARMHOUSE ON THE WEST SIDE OF THE HIGHWAY,
 HH0185'57 FEET SOUTH OF A SIDE ROAD TO SATANTA, AND 42 FEET WEST OF THE
 HH0185'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 8 1933
 HH0185'AND SET IN THE TOP OF A CONCRETE POST.
 HH0185
 HH0185                          STATION RECOVERY (1967)
 HH0185
 HH0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HH0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0456 ***********************************************************************
 KH0456  DESIGNATION -  J 80
 KH0456  PID         -  KH0456
 KH0456  STATE/COUNTY-  KS/SHERMAN
 KH0456  USGS QUAD   -  WILD HORSE DRAW (1979)
 KH0456
 KH0456                         *CURRENT SURVEY CONTROL
 KH0456  ___________________________________________________________________
 KH0456* NAD 83(1986)-  39 12 20.     (N)    101 43 35.     (W)     SCALED    
 KH0456* NAVD 88     -      1104.387  (meters)    3623.31   (feet)  ADJUSTED  
 KH0456  ___________________________________________________________________
 KH0456  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 KH0456  DYNAMIC HT  -        1103.443 (meters)    3620.21  (feet)  COMP
 KH0456  MODELED GRAV-     979,734.9   (mgal)                       NAVD 88
 KH0456
 KH0456  VERT ORDER  -  SECOND    CLASS 0
 KH0456
 KH0456.The horizontal coordinates were scaled from a topographic map and have
 KH0456.an estimated accuracy of +/- 6 seconds.
 KH0456
 KH0456.The orthometric height was determined by differential leveling
 KH0456.and adjusted by the National Geodetic Survey in June 1991..
 KH0456
 KH0456.The geoid height was determined by GEOID03.
 KH0456
 KH0456.The dynamic height is computed by dividing the NAVD 88
 KH0456.geopotential number by the normal gravity value computed on the
 KH0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0456.degrees latitude (g = 980.6199 gals.).
 KH0456
 KH0456.The modeled gravity was interpolated from observed gravity values.
 KH0456
 KH0456;                    North         East    Units  Estimated Accuracy
 KH0456;SPC KS N     -   103,450.       78,240.      MT  (+/- 180 meters Scaled)
 KH0456
 KH0456                          SUPERSEDED SURVEY CONTROL
 KH0456
 KH0456  NGVD 29 (??/??/92) 1103.929  (m)         3621.81   (f) ADJ UNCH    2 0
 KH0456
 KH0456.Superseded values are not recommended for survey control.
 KH0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0456.See file dsdata.txt to determine how the superseded data were derived.
 KH0456
 KH0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ645431(NAD 83)
 KH0456_MARKER: DB = BENCH MARK DISK
 KH0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0456_STAMPING: J 80 1935
 KH0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0456+STABILITY: SURFACE MOTION
 KH0456
 KH0456  HISTORY     - Date     Condition        Report By
 KH0456  HISTORY     - 1935     MONUMENTED       CGS
 KH0456  HISTORY     - 1940     GOOD             NGS
 KH0456
 KH0456                          STATION DESCRIPTION
 KH0456
 KH0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0456'10 MI S FROM GOODLAND.
 KH0456'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0456'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0456'PARALLELING THE RAILROAD TRACKS, GO 0.7 MILE, TURN LEFT (SOUTH)
 KH0456'ACROSS THE TRACKS ONTO A SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0456'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 9.2 MILES, CONTINUE
 KH0456'STRAIGHT AHEAD, AT POINT WHERE THE STATE HIGHWAY NO. 27 ANGLES
 KH0456'TO SOUTHEAST, ONTO SECTION LINE ROAD, GO 0.8 MILES.  BENCH MARK
 KH0456'IS 0.3 MILE NORTH OF A RANCH HOUSE, AT T-INTERSECTION OF THE
 KH0456'NORTH-SOUTH SECTION ROAD WITH AN EAST-WEST SECTION ROAD, 58 FEET
 KH0456'SOUTHEAST OF THE NORTH-SOUTH SECTION ROAD WITH AN EAST-WEST
 KH0456'SECTION ROAD, 58 FEET SOUTHEAST OF CENTER OF THE INTERSECTION
 KH0456'52 FEET EAST OF CENTER LINE OF NORTH-SOUTH SECTION ROAD, 28 FEET
 KH0456'SOUTH OF CENTER LINE OF EAST-WEST SECTION ROAD, 13 FEET EAST OF
 KH0456'A FENCE CORNER, 2.0 FEET WEST OF A 4 X 4 INCH WOODEN POST
 KH0456'PAINTED WHITE PROJECTING 2.0 FEET.  STD. DISK B M IN CAST-IN-PLACE
 KH0456'CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0323 ***********************************************************************
 KH0323  DESIGNATION -  J 81
 KH0323  PID         -  KH0323
 KH0323  STATE/COUNTY-  KS/THOMAS
 KH0323  USGS QUAD   -  BREWSTER SE (1966)
 KH0323
 KH0323                         *CURRENT SURVEY CONTROL
 KH0323  ___________________________________________________________________
 KH0323* NAD 83(1986)-  39 22 09.     (N)    101 18 58.     (W)     SCALED    
 KH0323* NAVD 88     -      1020.154  (meters)    3346.96   (feet)  ADJUSTED  
 KH0323  ___________________________________________________________________
 KH0323  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 KH0323  DYNAMIC HT  -        1019.327 (meters)    3344.24  (feet)  COMP
 KH0323  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 KH0323
 KH0323  VERT ORDER  -  SECOND    CLASS 0
 KH0323
 KH0323.The horizontal coordinates were scaled from a topographic map and have
 KH0323.an estimated accuracy of +/- 6 seconds.
 KH0323
 KH0323.The orthometric height was determined by differential leveling
 KH0323.and adjusted by the National Geodetic Survey in June 1991..
 KH0323
 KH0323.The geoid height was determined by GEOID03.
 KH0323
 KH0323.The dynamic height is computed by dividing the NAVD 88
 KH0323.geopotential number by the normal gravity value computed on the
 KH0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0323.degrees latitude (g = 980.6199 gals.).
 KH0323
 KH0323.The modeled gravity was interpolated from observed gravity values.
 KH0323
 KH0323;                    North         East    Units  Estimated Accuracy
 KH0323;SPC KS N     -   120,220.      114,310.      MT  (+/- 180 meters Scaled)
 KH0323
 KH0323                          SUPERSEDED SURVEY CONTROL
 KH0323
 KH0323  NGVD 29 (??/??/92) 1019.753  (m)         3345.64   (f) ADJ UNCH    2 0
 KH0323
 KH0323.Superseded values are not recommended for survey control.
 KH0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0323.See file dsdata.txt to determine how the superseded data were derived.
 KH0323
 KH0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ004603(NAD 83)
 KH0323_MARKER: DB = BENCH MARK DISK
 KH0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0323_STAMPING: J 81 1935
 KH0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0323+STABILITY: SURFACE MOTION
 KH0323
 KH0323  HISTORY     - Date     Condition        Report By
 KH0323  HISTORY     - 1935     MONUMENTED       CGS
 KH0323  HISTORY     - 1942     GOOD             NGS
 KH0323
 KH0323                          STATION DESCRIPTION
 KH0323
 KH0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0323'3.4 MI E FROM BREWSTER.
 KH0323'3.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0323'RAILROAD FROM THE STATION AT BREWSTER, THOMAS COUNTY, 5-1/4
 KH0323'POLES EAST OF MILE POLE 402/20, 0.1 MILE NORTH OF A SMALL HOUSE
 KH0323'AND A WINDMILL, AT A DIRT-ROAD CROSSING, 45 FEET SOUTH OF THE
 KH0323'CENTER LINE OF THE TRACK, 20 FEET EAST OF THE CENTER LINE OF THE
 KH0323'ROAD, AND 1 FOOT NORTH AND 1 FOOT EAST OF A FENCE CORNER.  A
 KH0323'STANDARD DISK, STAMPED J 81 1935 AND SET IN THE TOP OF A
 KH0323'CONCRETE POST.
 KH0323
 KH0323                          STATION RECOVERY (1942)
 KH0323
 KH0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0410 ***********************************************************************
 KH0410  DESIGNATION -  J 82
 KH0410  PID         -  KH0410
 KH0410  STATE/COUNTY-  KS/SHERMAN
 KH0410  USGS QUAD   -  GOODLAND (1974)
 KH0410
 KH0410                         *CURRENT SURVEY CONTROL
 KH0410  ___________________________________________________________________
 KH0410* NAD 83(1986)-  39 20 25.     (N)    101 44 38.     (W)     SCALED    
 KH0410* NAVD 88     -      1128.551  (meters)    3702.59   (feet)  ADJUSTED  
 KH0410  ___________________________________________________________________
 KH0410  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 KH0410  DYNAMIC HT  -        1127.601 (meters)    3699.47  (feet)  COMP
 KH0410  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 KH0410
 KH0410  VERT ORDER  -  SECOND    CLASS 0
 KH0410
 KH0410.The horizontal coordinates were scaled from a topographic map and have
 KH0410.an estimated accuracy of +/- 6 seconds.
 KH0410
 KH0410.The orthometric height was determined by differential leveling
 KH0410.and adjusted by the National Geodetic Survey in June 1991..
 KH0410
 KH0410.The geoid height was determined by GEOID03.
 KH0410
 KH0410.The dynamic height is computed by dividing the NAVD 88
 KH0410.geopotential number by the normal gravity value computed on the
 KH0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0410.degrees latitude (g = 980.6199 gals.).
 KH0410
 KH0410.The modeled gravity was interpolated from observed gravity values.
 KH0410
 KH0410;                    North         East    Units  Estimated Accuracy
 KH0410;SPC KS N     -   118,450.       77,350.      MT  (+/- 180 meters Scaled)
 KH0410
 KH0410                          SUPERSEDED SURVEY CONTROL
 KH0410
 KH0410  NGVD 29 (??/??/92) 1128.093  (m)         3701.09   (f) ADJ UNCH    2 0
 KH0410
 KH0410.Superseded values are not recommended for survey control.
 KH0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0410.See file dsdata.txt to determine how the superseded data were derived.
 KH0410
 KH0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ635581(NAD 83)
 KH0410_MARKER: DB = BENCH MARK DISK
 KH0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0410_STAMPING: J 82 1935
 KH0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0410+STABILITY: SURFACE MOTION
 KH0410
 KH0410  HISTORY     - Date     Condition        Report By
 KH0410  HISTORY     - 1935     MONUMENTED       CGS
 KH0410
 KH0410                          STATION DESCRIPTION
 KH0410
 KH0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0410'1.4 MI W FROM GOODLAND.
 KH0410'1.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0410'RAILROAD FROM THE STATION AT GOODLAND, SHERMAN COUNTY, 80 FEET
 KH0410'SOUTH OF MILE POLE 425/20, AT A ROAD CROSSING, 260 FEET EAST
 KH0410'OF THE CENTER LINE OF THE ROAD, 48 FEET SOUTH OF THE CENTER
 KH0410'LINE OF THE TRACK, AND 1.5 FEET NORTH OF A FENCE.  A STANDARD
 KH0410'DISK, STAMPED J 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0249 ***********************************************************************
 JH0249  DESIGNATION -  J 83
 JH0249  PID         -  JH0249
 JH0249  STATE/COUNTY-  KS/SCOTT
 JH0249  USGS QUAD   -  MODOC (1976)
 JH0249
 JH0249                         *CURRENT SURVEY CONTROL
 JH0249  ___________________________________________________________________
 JH0249* NAD 83(1986)-  38 29 12.     (N)    101 04 54.     (W)     SCALED    
 JH0249* NAVD 88     -       955.516  (meters)    3134.89   (feet)  ADJUSTED  
 JH0249  ___________________________________________________________________
 JH0249  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 JH0249  DYNAMIC HT  -         954.704 (meters)    3132.22  (feet)  COMP
 JH0249  MODELED GRAV-     979,746.3   (mgal)                       NAVD 88
 JH0249
 JH0249  VERT ORDER  -  SECOND    CLASS 0
 JH0249
 JH0249.The horizontal coordinates were scaled from a topographic map and have
 JH0249.an estimated accuracy of +/- 6 seconds.
 JH0249
 JH0249.The orthometric height was determined by differential leveling
 JH0249.and adjusted by the National Geodetic Survey in June 1991..
 JH0249
 JH0249.The geoid height was determined by GEOID03.
 JH0249
 JH0249.The dynamic height is computed by dividing the NAVD 88
 JH0249.geopotential number by the normal gravity value computed on the
 JH0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0249.degrees latitude (g = 980.6199 gals.).
 JH0249
 JH0249.The modeled gravity was interpolated from observed gravity values.
 JH0249
 JH0249;                    North         East    Units  Estimated Accuracy
 JH0249;SPC KS S     -   605,120.      174,790.      MT  (+/- 180 meters Scaled)
 JH0249
 JH0249                          SUPERSEDED SURVEY CONTROL
 JH0249
 JH0249  NGVD 29 (??/??/92)  955.194  (m)         3133.83   (f) ADJ UNCH    2 0
 JH0249
 JH0249.Superseded values are not recommended for survey control.
 JH0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0249.See file dsdata.txt to determine how the superseded data were derived.
 JH0249
 JH0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH184618(NAD 83)
 JH0249_MARKER: DB = BENCH MARK DISK
 JH0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0249_STAMPING: J 83 1935
 JH0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0249+STABILITY: SURFACE MOTION
 JH0249
 JH0249  HISTORY     - Date     Condition        Report By
 JH0249  HISTORY     - 1935     MONUMENTED       CGS
 JH0249  HISTORY     - 1940     GOOD             NGS
 JH0249
 JH0249                          STATION DESCRIPTION
 JH0249
 JH0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0249'IN MODOC.
 JH0249'IN MODOC BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI
 JH0249'PACIFIC RAILROAD, AT A GRADE CROSSING, 155 YARDS EAST OF THE
 JH0249'EAST END OF THE RAILROAD STATION, 15.5 FEET NORTH OF THE FOURTH
 JH0249'POLE WEST OF MILEPOST NO. 192, 86 FEET NORTHEAST OF CENTER OF
 JH0249'THE CROSSING, 76 FEET EAST OF CENTER LINE OF THE ROAD CROSSING
 JH0249'THE TRACK, 46.5 FEET NORTH OF CENTER LINE OF THE TRACK, 26 FEET
 JH0249'SOUTH OF FENCE CORNER, 3.0 FEET SOUTH OF RIGHT-OF-WAY FENCE,
 JH0249'2.4 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 JH0249'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0545 ***********************************************************************
 HH0545  DESIGNATION -  J 84
 HH0545  PID         -  HH0545
 HH0545  STATE/COUNTY-  KS/STANTON
 HH0545  USGS QUAD   -  JOHNSON WEST (1973)
 HH0545
 HH0545                         *CURRENT SURVEY CONTROL
 HH0545  ___________________________________________________________________
 HH0545* NAD 83(1986)-  37 33 46.     (N)    101 45 42.     (W)     SCALED    
 HH0545* NAVD 88     -      1018.678  (meters)    3342.11   (feet)  ADJUSTED  
 HH0545  ___________________________________________________________________
 HH0545  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 HH0545  DYNAMIC HT  -        1017.696 (meters)    3338.89  (feet)  COMP
 HH0545  MODELED GRAV-     979,631.0   (mgal)                       NAVD 88
 HH0545
 HH0545  VERT ORDER  -  SECOND    CLASS 0
 HH0545
 HH0545.The horizontal coordinates were scaled from a topographic map and have
 HH0545.an estimated accuracy of +/- 6 seconds.
 HH0545
 HH0545.The orthometric height was determined by differential leveling
 HH0545.and adjusted by the National Geodetic Survey in June 1991..
 HH0545
 HH0545.The geoid height was determined by GEOID03.
 HH0545
 HH0545.The dynamic height is computed by dividing the NAVD 88
 HH0545.geopotential number by the normal gravity value computed on the
 HH0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0545.degrees latitude (g = 980.6199 gals.).
 HH0545
 HH0545.The modeled gravity was interpolated from observed gravity values.
 HH0545
 HH0545;                    North         East    Units  Estimated Accuracy
 HH0545;SPC KS S     -   504,490.      111,900.      MT  (+/- 180 meters Scaled)
 HH0545
 HH0545                          SUPERSEDED SURVEY CONTROL
 HH0545
 HH0545  NGVD 29 (??/??/92) 1018.265  (m)         3340.76   (f) ADJ UNCH    2 0
 HH0545
 HH0545.Superseded values are not recommended for survey control.
 HH0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0545.See file dsdata.txt to determine how the superseded data were derived.
 HH0545
 HH0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG560608(NAD 83)
 HH0545_MARKER: DB = BENCH MARK DISK
 HH0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0545_STAMPING: J 84 1935
 HH0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0545+STABILITY: SURFACE MOTION
 HH0545
 HH0545  HISTORY     - Date     Condition        Report By
 HH0545  HISTORY     - 1935     MONUMENTED       CGS
 HH0545  HISTORY     - 1947     GOOD             NGS
 HH0545  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0545
 HH0545                          STATION DESCRIPTION
 HH0545
 HH0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HH0545'0.4 MI W FROM JOHNSON.
 HH0545'0.4 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0545'FROM THE STATION AT JOHNSON, STANTON COUNTY, AT THE CROSSING
 HH0545'OF STATE HIGHWAY 27, 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 HH0545'47.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3.5 FEET
 HH0545'SOUTH OF A POWER POLE, AND 2.8 FEET WEST OF A WHITE WOODEN
 HH0545'WITNESS POST.  A STANDARD DISK, STAMPED J 84 1935 AND SET IN
 HH0545'THE TOP OF A CONCRETE POST.
 HH0545
 HH0545                          STATION RECOVERY (1973)
 HH0545
 HH0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0342 ***********************************************************************
 HH0342  DESIGNATION -  J 86 RESET
 HH0342  PID         -  HH0342
 HH0342  STATE/COUNTY-  KS/STEVENS
 HH0342  USGS QUAD   -  HUGOTON (1974)
 HH0342
 HH0342                         *CURRENT SURVEY CONTROL
 HH0342  ___________________________________________________________________
 HH0342* NAD 83(1986)-  37 10 11.     (N)    101 18 02.     (W)     SCALED    
 HH0342* NAVD 88     -       940.547  (meters)    3085.78   (feet)  ADJUSTED  
 HH0342  ___________________________________________________________________
 HH0342  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HH0342  DYNAMIC HT  -         939.614 (meters)    3082.72  (feet)  COMP
 HH0342  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 HH0342
 HH0342  VERT ORDER  -  THIRD
 HH0342
 HH0342.The horizontal coordinates were scaled from a topographic map and have
 HH0342.an estimated accuracy of +/- 6 seconds.
 HH0342
 HH0342.The orthometric height was determined by differential leveling
 HH0342.and adjusted by the National Geodetic Survey in June 1991..
 HH0342
 HH0342.The geoid height was determined by GEOID03.
 HH0342
 HH0342.The dynamic height is computed by dividing the NAVD 88
 HH0342.geopotential number by the normal gravity value computed on the
 HH0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0342.degrees latitude (g = 980.6199 gals.).
 HH0342
 HH0342.The modeled gravity was interpolated from observed gravity values.
 HH0342
 HH0342;                    North         East    Units  Estimated Accuracy
 HH0342;SPC KS S     -   459,570.      151,310.      MT  (+/- 180 meters Scaled)
 HH0342
 HH0342                          SUPERSEDED SURVEY CONTROL
 HH0342
 HH0342.No superseded survey control is available for this station.
 HH0342
 HH0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG957161(NAD 83)
 HH0342_MARKER: DB = BENCH MARK DISK
 HH0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0342_SP_SET: CONCRETE POST
 HH0342_STAMPING: J 86 RESET 1968
 HH0342_MARK LOGO: CGS   
 HH0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0342+STABILITY: SURFACE MOTION
 HH0342
 HH0342  HISTORY     - Date     Condition        Report By
 HH0342  HISTORY     - 1968     MONUMENTED       CGS
 HH0342  HISTORY     - 1987     GOOD             NOS
 HH0342
 HH0342                          STATION DESCRIPTION
 HH0342
 HH0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HH0342'3.1 MI E FROM HUGOTON.
 HH0342'ABOUT 3.1 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE COUNTY
 HH0342'COURTHOUSE IN HUGOTON, 0.05 MILE SOUTHWEST OF AN ABANDONED FARM
 HH0342'HOUSE, 0.1 MILE EAST OF A ROAD INTERSECTION, 60 FEET SOUTH OF
 HH0342'THE CENTER OF U.S. HIGHWAY 270, 1.5 FEET WEST OF A METAL WITNESS
 HH0342'POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HH0342'4 INCHES.
 HH0342
 HH0342                          STATION RECOVERY (1987)
 HH0342
 HH0342'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HH0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0396 ***********************************************************************
 HH0396  DESIGNATION -  J 87
 HH0396  PID         -  HH0396
 HH0396  STATE/COUNTY-  KS/MORTON
 HH0396  USGS QUAD   -  ROLLA NW (1973)
 HH0396
 HH0396                         *CURRENT SURVEY CONTROL
 HH0396  ___________________________________________________________________
 HH0396* NAD 83(1986)-  37 13 43.     (N)    101 38 49.     (W)     SCALED    
 HH0396* NAVD 88     -      1005.088  (meters)    3297.53   (feet)  ADJUSTED  
 HH0396  ___________________________________________________________________
 HH0396  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 HH0396  DYNAMIC HT  -        1004.083 (meters)    3294.23  (feet)  COMP
 HH0396  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 HH0396
 HH0396  VERT ORDER  -  SECOND    CLASS 0
 HH0396
 HH0396.The horizontal coordinates were scaled from a topographic map and have
 HH0396.an estimated accuracy of +/- 6 seconds.
 HH0396
 HH0396.The orthometric height was determined by differential leveling
 HH0396.and adjusted by the National Geodetic Survey in June 1991..
 HH0396
 HH0396.The geoid height was determined by GEOID03.
 HH0396
 HH0396.The dynamic height is computed by dividing the NAVD 88
 HH0396.geopotential number by the normal gravity value computed on the
 HH0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0396.degrees latitude (g = 980.6199 gals.).
 HH0396
 HH0396.The modeled gravity was interpolated from observed gravity values.
 HH0396
 HH0396;                    North         East    Units  Estimated Accuracy
 HH0396;SPC KS S     -   467,080.      120,780.      MT  (+/- 180 meters Scaled)
 HH0396
 HH0396                          SUPERSEDED SURVEY CONTROL
 HH0396
 HH0396  NGVD 29 (??/??/92) 1004.657  (m)         3296.11   (f) ADJ UNCH    2 0
 HH0396
 HH0396.Superseded values are not recommended for survey control.
 HH0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0396.See file dsdata.txt to determine how the superseded data were derived.
 HH0396
 HH0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG651235(NAD 83)
 HH0396_MARKER: DB = BENCH MARK DISK
 HH0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0396_STAMPING: J 87 1935
 HH0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0396+STABILITY: SURFACE MOTION
 HH0396
 HH0396  HISTORY     - Date     Condition        Report By
 HH0396  HISTORY     - 1935     MONUMENTED       CGS
 HH0396
 HH0396                          STATION DESCRIPTION
 HH0396
 HH0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0396'10 MI SE FROM RICHFIELD.
 HH0396'10.0 MI. S.E. ALONG STATE 12.  ABOUT 39 FT. S. OF THE CENTER LINE
 HH0396'OF A T ROAD TO THE W., ABOUT 48 FT. W. OF THE CENTER LINE OF
 HH0396'THE HWY. AND 1 1/2 FT. N.W. OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0429 ***********************************************************************
 HH0429  DESIGNATION -  J 88
 HH0429  PID         -  HH0429
 HH0429  STATE/COUNTY-  KS/MORTON
 HH0429  USGS QUAD   -  ELKHART NW (1973)
 HH0429
 HH0429                         *CURRENT SURVEY CONTROL
 HH0429  ___________________________________________________________________
 HH0429* NAD 83(1986)-  37 08 28.     (N)    101 55 04.     (W)     SCALED    
 HH0429* NAVD 88     -      1083.332  (meters)    3554.23   (feet)  ADJUSTED  
 HH0429  ___________________________________________________________________
 HH0429  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 HH0429  DYNAMIC HT  -        1082.231 (meters)    3550.62  (feet)  COMP
 HH0429  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 HH0429
 HH0429  VERT ORDER  -  SECOND    CLASS 0
 HH0429
 HH0429.The horizontal coordinates were scaled from a topographic map and have
 HH0429.an estimated accuracy of +/- 6 seconds.
 HH0429
 HH0429.The orthometric height was determined by differential leveling
 HH0429.and adjusted by the National Geodetic Survey in June 1991..
 HH0429
 HH0429.The geoid height was determined by GEOID03.
 HH0429
 HH0429.The dynamic height is computed by dividing the NAVD 88
 HH0429.geopotential number by the normal gravity value computed on the
 HH0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0429.degrees latitude (g = 980.6199 gals.).
 HH0429
 HH0429.The modeled gravity was interpolated from observed gravity values.
 HH0429
 HH0429;                    North         East    Units  Estimated Accuracy
 HH0429;SPC KS S     -   458,220.       96,400.      MT  (+/- 180 meters Scaled)
 HH0429
 HH0429                          SUPERSEDED SURVEY CONTROL
 HH0429
 HH0429  NGVD 29 (??/??/92) 1082.882  (m)         3552.76   (f) ADJ UNCH    2 0
 HH0429
 HH0429.Superseded values are not recommended for survey control.
 HH0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0429.See file dsdata.txt to determine how the superseded data were derived.
 HH0429
 HH0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG408145(NAD 83)
 HH0429_MARKER: DB = BENCH MARK DISK
 HH0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0429_STAMPING: J 88 1935
 HH0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0429+STABILITY: SURFACE MOTION
 HH0429
 HH0429  HISTORY     - Date     Condition        Report By
 HH0429  HISTORY     - 1935     MONUMENTED       CGS
 HH0429  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0429
 HH0429                          STATION DESCRIPTION
 HH0429
 HH0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0429'15.7 MI SW FROM RICHFIELD.
 HH0429'15.7 MILES SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 51
 HH0429'FROM RICHFIELD, MORTON COUNTY, 1.0 MILE WEST OF THE JUNCTION
 HH0429'OF STATE HIGHWAY 27, 54 FEET SOUTH OF THE CENTER LINE OF THE
 HH0429'OLD HIGHWAY, AND 16 FEET EAST OF A FENCE CORNER.  A STANDARD DISK,
 HH0429'STAMPED J 88 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HH0429
 HH0429                          STATION RECOVERY (1973)
 HH0429
 HH0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0484 ***********************************************************************
 HH0484  DESIGNATION -  J 89
 HH0484  PID         -  HH0484
 HH0484  STATE/COUNTY-  KS/STANTON
 HH0484  USGS QUAD   -  JOHNSON WEST (1973)
 HH0484
 HH0484                         *CURRENT SURVEY CONTROL
 HH0484  ___________________________________________________________________
 HH0484* NAD 83(1986)-  37 31 09.     (N)    101 45 43.     (W)     SCALED    
 HH0484* NAVD 88     -      1025.003  (meters)    3362.86   (feet)  ADJUSTED  
 HH0484  ___________________________________________________________________
 HH0484  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 HH0484  DYNAMIC HT  -        1024.009 (meters)    3359.60  (feet)  COMP
 HH0484  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 HH0484
 HH0484  VERT ORDER  -  SECOND    CLASS 0
 HH0484
 HH0484.The horizontal coordinates were scaled from a topographic map and have
 HH0484.an estimated accuracy of +/- 6 seconds.
 HH0484
 HH0484.The orthometric height was determined by differential leveling
 HH0484.and adjusted by the National Geodetic Survey in June 1991..
 HH0484
 HH0484.The geoid height was determined by GEOID03.
 HH0484
 HH0484.The dynamic height is computed by dividing the NAVD 88
 HH0484.geopotential number by the normal gravity value computed on the
 HH0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0484.degrees latitude (g = 980.6199 gals.).
 HH0484
 HH0484.The modeled gravity was interpolated from observed gravity values.
 HH0484
 HH0484;                    North         East    Units  Estimated Accuracy
 HH0484;SPC KS S     -   499,660.      111,710.      MT  (+/- 180 meters Scaled)
 HH0484
 HH0484                          SUPERSEDED SURVEY CONTROL
 HH0484
 HH0484  NGVD 29 (??/??/92) 1024.585  (m)         3361.49   (f) ADJ UNCH    2 0
 HH0484
 HH0484.Superseded values are not recommended for survey control.
 HH0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0484.See file dsdata.txt to determine how the superseded data were derived.
 HH0484
 HH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG559560(NAD 83)
 HH0484_MARKER: DB = BENCH MARK DISK
 HH0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0484_STAMPING: J 89 1935
 HH0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0484+STABILITY: SURFACE MOTION
 HH0484
 HH0484  HISTORY     - Date     Condition        Report By
 HH0484  HISTORY     - 1935     MONUMENTED       CGS
 HH0484
 HH0484                          STATION DESCRIPTION
 HH0484
 HH0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0484'3 MI S FROM JOHNSON.
 HH0484'ABOUT 3 MILES SOUTH ALONG STATE HIGHWAY 27 FROM JOHNSON, STANTON
 HH0484'COUNTY, AT A ROAD INTERSECTION, 48 FEET WEST OF THE CENTERLINE
 HH0484'OF THE HIGHWAY 32 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20
 HH0484'FEET NORTH OF A FENCE CORNER, AND 1 FOOT WEST OF THE FENCE.  A
 HH0484'STANDARD DISK, STAMPED J 89 1935 AND SET IN THE TOP OF A CONCRETE
 HH0484'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0094 ***********************************************************************
 JH0094  DESIGNATION -  J 9
 JH0094  PID         -  JH0094
 JH0094  STATE/COUNTY-  KS/LOGAN
 JH0094  USGS QUAD   -  ELKADER (1974)
 JH0094
 JH0094                         *CURRENT SURVEY CONTROL
 JH0094  ___________________________________________________________________
 JH0094* NAD 83(1986)-  38 50 30.     (N)    100 51 15.     (W)     SCALED    
 JH0094* NAVD 88     -       836.556  (meters)    2744.60   (feet)  ADJUSTED  
 JH0094  ___________________________________________________________________
 JH0094  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 JH0094  DYNAMIC HT  -         835.887 (meters)    2742.41  (feet)  COMP
 JH0094  MODELED GRAV-     979,800.5   (mgal)                       NAVD 88
 JH0094
 JH0094  VERT ORDER  -  FIRST     CLASS II
 JH0094
 JH0094.The horizontal coordinates were scaled from a topographic map and have
 JH0094.an estimated accuracy of +/- 6 seconds.
 JH0094
 JH0094.The orthometric height was determined by differential leveling
 JH0094.and adjusted by the National Geodetic Survey in June 1991..
 JH0094
 JH0094.The geoid height was determined by GEOID03.
 JH0094
 JH0094.The dynamic height is computed by dividing the NAVD 88
 JH0094.geopotential number by the normal gravity value computed on the
 JH0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0094.degrees latitude (g = 980.6199 gals.).
 JH0094
 JH0094.The modeled gravity was interpolated from observed gravity values.
 JH0094
 JH0094;                    North         East    Units  Estimated Accuracy
 JH0094;SPC KS N     -    60,340.      152,250.      MT  (+/- 180 meters Scaled)
 JH0094
 JH0094                          SUPERSEDED SURVEY CONTROL
 JH0094
 JH0094  NGVD 29 (02/14/92)  836.221  (m)         2743.50   (f) ADJUSTED    1 2
 JH0094
 JH0094.Superseded values are not recommended for survey control.
 JH0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0094.See file dsdata.txt to determine how the superseded data were derived.
 JH0094
 JH0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ390008(NAD 83)
 JH0094_MARKER: DB = BENCH MARK DISK
 JH0094_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JH0094_SP_SET: RETAINING WALL
 JH0094_STAMPING: J 9 1933
 JH0094_MARK LOGO: CGS   
 JH0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0094+STABILITY: SURFACE MOTION
 JH0094
 JH0094  HISTORY     - Date     Condition        Report By
 JH0094  HISTORY     - 1933     MONUMENTED       CGS
 JH0094  HISTORY     - 1942     GOOD             NGS
 JH0094  HISTORY     - 1986     GOOD             NGS
 JH0094
 JH0094                          STATION DESCRIPTION
 JH0094
 JH0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0094'3.4 MI N FROM ELKADER.
 JH0094'3.35 MILES NORTH OF ELKADER POST OFFICE SET ON SOUTHWEST CORNER
 JH0094'ON WINGWALL OF U.S. 83 HIGHWAY THREE SPAN CONCRETE BRIDGE OVER
 JH0094'A DRY CREEK.
 JH0094
 JH0094                          STATION RECOVERY (1942)
 JH0094
 JH0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0094'RECOVERED IN GOOD CONDITION.
 JH0094
 JH0094                          STATION RECOVERY (1986)
 JH0094
 JH0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0094'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  30.49 KM
 JH0094'(19.05 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US HIGHWAY
 JH0094'40 AT OAKLEY, IN TOP OF THE NORTHEAST CORNER OF THE SOUTHWEST WINGWALL
 JH0094'FOR A SMALL BRIDGE OVER DRY CREEK, 0.20 KM (0.12 MI) NORTH OF MILEPOST
 JH0094'132 AND 5.4 METERS (18 FT) WEST OF THE HIGHWAY CENTERLINE.
 JH0094'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0534 ***********************************************************************
 HH0534  DESIGNATION -  J 90 RESET
 HH0534  PID         -  HH0534
 HH0534  STATE/COUNTY-  KS/HAMILTON
 HH0534  USGS QUAD   -  SYRACUSE WEST (1966)
 HH0534
 HH0534                         *CURRENT SURVEY CONTROL
 HH0534  ___________________________________________________________________
 HH0534* NAD 83(1986)-  37 55 43.     (N)    101 45 44.     (W)     SCALED    
 HH0534* NAVD 88     -      1002.98   (meters)    3290.6    (feet)  RESET     
 HH0534  ___________________________________________________________________
 HH0534  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 HH0534
 HH0534  VERT ORDER  -  THIRD
 HH0534
 HH0534.The horizontal coordinates were scaled from a topographic map and have
 HH0534.an estimated accuracy of +/- 6 seconds.
 HH0534
 HH0534.The orthometric height was computed from unverified reset data.
 HH0534
 HH0534.The geoid height was determined by GEOID03.
 HH0534
 HH0534;                    North         East    Units  Estimated Accuracy
 HH0534;SPC KS S     -   545,070.      113,270.      MT  (+/- 180 meters Scaled)
 HH0534
 HH0534                          SUPERSEDED SURVEY CONTROL
 HH0534
 HH0534.No superseded survey control is available for this station.
 HH0534
 HH0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH572014(NAD 83)
 HH0534_MARKER: DB = BENCH MARK DISK
 HH0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0534_STAMPING: J 90 RESET 1965
 HH0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0534+STABILITY: SURFACE MOTION
 HH0534
 HH0534  HISTORY     - Date     Condition        Report By
 HH0534  HISTORY     - 1965     MONUMENTED       CGS
 HH0534
 HH0534                          STATION DESCRIPTION
 HH0534
 HH0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HH0534'3.6 MI S FROM SYRACUSE.
 HH0534'3.6 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE ATCHISON,
 HH0534'TOPEKA AND SANTA FE RAILWAY STATION AT SYRACUSE, HAMILTON COUNTY,
 HH0534'66 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 270, 3.5 FEET
 HH0534'NORTH OF A TELEPHONE POLE, 2 FEET SOUTH OF A METAL WITNESS POST,
 HH0534'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  A STANDARD DISK STAMPED
 HH0534'J 90 RESET 1965, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 HH0534'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0225 ***********************************************************************
 HH0225  DESIGNATION -  J 91 RESET
 HH0225  PID         -  HH0225
 HH0225  STATE/COUNTY-  KS/KEARNY
 HH0225  USGS QUAD   -  LAKIN SE (1978)
 HH0225
 HH0225                         *CURRENT SURVEY CONTROL
 HH0225  ___________________________________________________________________
 HH0225* NAD 83(1986)-  37 48 30.     (N)    101 21 19.     (W)     SCALED    
 HH0225* NAVD 88     -       928.660  (meters)    3046.78   (feet)  ADJUSTED  
 HH0225  ___________________________________________________________________
 HH0225  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 HH0225  DYNAMIC HT  -         927.795 (meters)    3043.94  (feet)  COMP
 HH0225  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 HH0225
 HH0225  VERT ORDER  -  SECOND    CLASS 0
 HH0225
 HH0225.The horizontal coordinates were scaled from a topographic map and have
 HH0225.an estimated accuracy of +/- 6 seconds.
 HH0225
 HH0225.The orthometric height was determined by differential leveling
 HH0225.and adjusted by the National Geodetic Survey in June 1991..
 HH0225
 HH0225.The geoid height was determined by GEOID03.
 HH0225
 HH0225.The dynamic height is computed by dividing the NAVD 88
 HH0225.geopotential number by the normal gravity value computed on the
 HH0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0225.degrees latitude (g = 980.6199 gals.).
 HH0225
 HH0225.The modeled gravity was interpolated from observed gravity values.
 HH0225
 HH0225;                    North         East    Units  Estimated Accuracy
 HH0225;SPC KS S     -   530,560.      148,620.      MT  (+/- 180 meters Scaled)
 HH0225
 HH0225                          SUPERSEDED SURVEY CONTROL
 HH0225
 HH0225  NGVD 29 (??/??/92)  928.249  (m)         3045.43   (f) ADJ UNCH    2 0
 HH0225
 HH0225.Superseded values are not recommended for survey control.
 HH0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0225.See file dsdata.txt to determine how the superseded data were derived.
 HH0225
 HH0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG926871(NAD 83)
 HH0225_MARKER: DB = BENCH MARK DISK
 HH0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0225_STAMPING: J 91 RESET 1940
 HH0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0225+STABILITY: SURFACE MOTION
 HH0225
 HH0225  HISTORY     - Date     Condition        Report By
 HH0225  HISTORY     - 1940     MONUMENTED       CGS
 HH0225
 HH0225                          STATION DESCRIPTION
 HH0225
 HH0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0225'1.6 MI S FROM LAKIN.
 HH0225'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE ATCHISON,
 HH0225'TOPEKA AND SANTA FE RAILWAY STATION AT LAKIN, KEARNY COUNTY,
 HH0225'THENCE ABOUT 0.6 MILE WEST, 2.0 MILES SOUTH, 2.4 MILES WEST
 HH0225'AND 5.8 MILES SOUTH ALONG A GRAVEL ROAD (THE ABANDONED RIGHT-OF-WAY
 HH0225'OF STATE HIGHWAY 25), 15.5 FEET WEST OF THE CENTER LINE OF THE
 HH0225'HIGHWAY, 3.7 FEET EAST OF A WIRE FENCE, AND 2.4 FEET NORTH
 HH0225'OF A 4- BY 4-INCH WHITE POST PROJECTING ABOUT 2.5 FEET ABOVE
 HH0225'GROUND.  A STANDARD DISK, STAMPED J 91 RESET 1940 AND SET IN
 HH0225'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE
 HH0225'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0367 ***********************************************************************
 HH0367  DESIGNATION -  J 92
 HH0367  PID         -  HH0367
 HH0367  STATE/COUNTY-  KS/GRANT
 HH0367  USGS QUAD   -  WAGON BED SPRING (1974)
 HH0367
 HH0367                         *CURRENT SURVEY CONTROL
 HH0367  ___________________________________________________________________
 HH0367* NAD 83(1986)-  37 24 58.     (N)    101 21 43.     (W)     SCALED    
 HH0367* NAVD 88     -       935.286  (meters)    3068.52   (feet)  ADJUSTED  
 HH0367  ___________________________________________________________________
 HH0367  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 HH0367  DYNAMIC HT  -         934.391 (meters)    3065.58  (feet)  COMP
 HH0367  MODELED GRAV-     979,641.8   (mgal)                       NAVD 88
 HH0367
 HH0367  VERT ORDER  -  SECOND    CLASS 0
 HH0367
 HH0367.The horizontal coordinates were scaled from a topographic map and have
 HH0367.an estimated accuracy of +/- 6 seconds.
 HH0367
 HH0367.The orthometric height was determined by differential leveling
 HH0367.and adjusted by the National Geodetic Survey in June 1991..
 HH0367
 HH0367.The geoid height was determined by GEOID03.
 HH0367
 HH0367.The dynamic height is computed by dividing the NAVD 88
 HH0367.geopotential number by the normal gravity value computed on the
 HH0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0367.degrees latitude (g = 980.6199 gals.).
 HH0367
 HH0367.The modeled gravity was interpolated from observed gravity values.
 HH0367
 HH0367;                    North         East    Units  Estimated Accuracy
 HH0367;SPC KS S     -   487,070.      146,700.      MT  (+/- 180 meters Scaled)
 HH0367
 HH0367                          SUPERSEDED SURVEY CONTROL
 HH0367
 HH0367  NGVD 29 (??/??/92)  934.890  (m)         3067.22   (f) ADJ UNCH    2 0
 HH0367
 HH0367.Superseded values are not recommended for survey control.
 HH0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0367.See file dsdata.txt to determine how the superseded data were derived.
 HH0367
 HH0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG909436(NAD 83)
 HH0367_MARKER: DB = BENCH MARK DISK
 HH0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0367_SP_SET: CULVERT
 HH0367_STAMPING: J 92 1935
 HH0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0367
 HH0367  HISTORY     - Date     Condition        Report By
 HH0367  HISTORY     - 1935     MONUMENTED       CGS
 HH0367
 HH0367                          STATION DESCRIPTION
 HH0367
 HH0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0367'11.2 MI S FROM ULYSSES.
 HH0367'ABOUT 11.2 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE HIGH SCHOOL
 HH0367'AT ULYSSES, GRANT COUNTY, ABOUT 0.8 MILE NORTH OF A BRIDGE OVER
 HH0367'CIMARRON RIVER, ABOUT 0.2 MILE SOUTH OF THE TOP OF A GRADE, AT
 HH0367'A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE WEST CONCRETE
 HH0367'HEAD WALL, 37 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 HH0367'ABOUT 7.0 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 HH0367'J 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0450 ***********************************************************************
 HH0450  DESIGNATION -  J 93
 HH0450  PID         -  HH0450
 HH0450  STATE/COUNTY-  KS/MORTON
 HH0450  USGS QUAD   -  ELKHART NORTH (1973)
 HH0450
 HH0450                         *CURRENT SURVEY CONTROL
 HH0450  ___________________________________________________________________
 HH0450* NAD 83(1986)-  37 06 21.     (N)    101 53 56.     (W)     SCALED    
 HH0450* NAVD 88     -      1048.751  (meters)    3440.78   (feet)  ADJUSTED  
 HH0450  ___________________________________________________________________
 HH0450  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 HH0450  DYNAMIC HT  -        1047.684 (meters)    3437.28  (feet)  COMP
 HH0450  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 HH0450
 HH0450  VERT ORDER  -  SECOND    CLASS 0
 HH0450
 HH0450.The horizontal coordinates were scaled from a topographic map and have
 HH0450.an estimated accuracy of +/- 6 seconds.
 HH0450
 HH0450.The orthometric height was determined by differential leveling
 HH0450.and adjusted by the National Geodetic Survey in June 1991..
 HH0450
 HH0450.The geoid height was determined by GEOID03.
 HH0450
 HH0450.The dynamic height is computed by dividing the NAVD 88
 HH0450.geopotential number by the normal gravity value computed on the
 HH0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0450.degrees latitude (g = 980.6199 gals.).
 HH0450
 HH0450.The modeled gravity was interpolated from observed gravity values.
 HH0450
 HH0450;                    North         East    Units  Estimated Accuracy
 HH0450;SPC KS S     -   454,250.       97,940.      MT  (+/- 180 meters Scaled)
 HH0450
 HH0450                          SUPERSEDED SURVEY CONTROL
 HH0450
 HH0450  NGVD 29 (??/??/92) 1048.299  (m)         3439.29   (f) ADJ UNCH    2 0
 HH0450
 HH0450.Superseded values are not recommended for survey control.
 HH0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0450.See file dsdata.txt to determine how the superseded data were derived.
 HH0450
 HH0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG423105(NAD 83)
 HH0450_MARKER: DB = BENCH MARK DISK
 HH0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0450_STAMPING: J 93 1935
 HH0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0450+STABILITY: SURFACE MOTION
 HH0450
 HH0450  HISTORY     - Date     Condition        Report By
 HH0450  HISTORY     - 1935     MONUMENTED       CGS
 HH0450  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0450
 HH0450                          STATION DESCRIPTION
 HH0450
 HH0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0450'7 MI N FROM ELKHART.
 HH0450'ABOUT 7.0 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE HIGH
 HH0450'SCHOOL AT ELKHART, MORTON COUNTY, AT THE SOUTH END OF A SMALL
 HH0450'CUT, 43 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8
 HH0450'FEET SOUTH OF A FENCE CORNER POST, AND 2 FEET EAST OF THE FENCE.
 HH0450'A STANDARD DISK, STAMPED J 93 1935 AND SET IN THE TOP OF A
 HH0450'CONCRETE POST.
 HH0450
 HH0450                          STATION RECOVERY (1973)
 HH0450
 HH0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0478 ***********************************************************************
 KH0478  DESIGNATION -  J 95
 KH0478  PID         -  KH0478
 KH0478  STATE/COUNTY-  KS/CHEYENNE
 KH0478  USGS QUAD   -  ST FRANCIS SW (1978)
 KH0478
 KH0478                         *CURRENT SURVEY CONTROL
 KH0478  ___________________________________________________________________
 KH0478* NAD 83(1986)-  39 45 25.     (N)    101 54 03.     (W)     SCALED    
 KH0478* NAVD 88     -      1070.736  (meters)    3512.91   (feet)  ADJUSTED  
 KH0478  ___________________________________________________________________
 KH0478  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 KH0478  DYNAMIC HT  -        1069.898 (meters)    3510.16  (feet)  COMP
 KH0478  MODELED GRAV-     979,806.4   (mgal)                       NAVD 88
 KH0478
 KH0478  VERT ORDER  -  SECOND    CLASS 0
 KH0478
 KH0478.The horizontal coordinates were scaled from a topographic map and have
 KH0478.an estimated accuracy of +/- 6 seconds.
 KH0478
 KH0478.The orthometric height was determined by differential leveling
 KH0478.and adjusted by the National Geodetic Survey in June 1991..
 KH0478
 KH0478.The geoid height was determined by GEOID03.
 KH0478
 KH0478.The dynamic height is computed by dividing the NAVD 88
 KH0478.geopotential number by the normal gravity value computed on the
 KH0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0478.degrees latitude (g = 980.6199 gals.).
 KH0478
 KH0478.The modeled gravity was interpolated from observed gravity values.
 KH0478
 KH0478;                    North         East    Units  Estimated Accuracy
 KH0478;SPC KS N     -   165,240.       65,820.      MT  (+/- 180 meters Scaled)
 KH0478
 KH0478                          SUPERSEDED SURVEY CONTROL
 KH0478
 KH0478  NGVD 29 (??/??/92) 1070.294  (m)         3511.46   (f) ADJ UNCH    2 0
 KH0478
 KH0478.Superseded values are not recommended for survey control.
 KH0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0478.See file dsdata.txt to determine how the superseded data were derived.
 KH0478
 KH0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK514048(NAD 83)
 KH0478_MARKER: DB = BENCH MARK DISK
 KH0478_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0478_SP_SET: BRIDGE
 KH0478_STAMPING: J 95 1935
 KH0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0478
 KH0478  HISTORY     - Date     Condition        Report By
 KH0478  HISTORY     - 1935     MONUMENTED       CGS
 KH0478  HISTORY     - 1942     GOOD             USGS
 KH0478  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0478
 KH0478                          STATION DESCRIPTION
 KH0478
 KH0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0478'5.5 MI W FROM ST FRANCIS.
 KH0478'5.5 MI. W. OF DEPOT ALONG U.S. 36.  ABOUT 0.1 MI. W. OF A
 KH0478'CROSS-ROAD, ABOUT 100 YDS. S.W. OF A FARM HOUSE, AT A LARGE
 KH0478'CONCRETE BRIDGE, ABOUT 25 FT. N. OF THE CENTER LINE OF THE HWY.
 KH0478'AND SET ON THE N.E. CORNER OF THE N. END.
 KH0478
 KH0478                          STATION RECOVERY (1942)
 KH0478
 KH0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 KH0478'RECOVERED IN GOOD CONDITION.
 KH0478
 KH0478                          STATION RECOVERY (1975)
 KH0478
 KH0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0264 ***********************************************************************
 KH0264  DESIGNATION -  J 96
 KH0264  PID         -  KH0264
 KH0264  STATE/COUNTY-  KS/CHEYENNE
 KH0264  USGS QUAD   -  MC DONALD SW (1978)
 KH0264
 KH0264                         *CURRENT SURVEY CONTROL
 KH0264  ___________________________________________________________________
 KH0264* NAD 83(1986)-  39 46 10.     (N)    101 26 53.     (W)     SCALED    
 KH0264* NAVD 88     -      1042.040  (meters)    3418.76   (feet)  ADJUSTED  
 KH0264  ___________________________________________________________________
 KH0264  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 KH0264  DYNAMIC HT  -        1041.242 (meters)    3416.14  (feet)  COMP
 KH0264  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 KH0264
 KH0264  VERT ORDER  -  SECOND    CLASS 0
 KH0264
 KH0264.The horizontal coordinates were scaled from a topographic map and have
 KH0264.an estimated accuracy of +/- 6 seconds.
 KH0264
 KH0264.The orthometric height was determined by differential leveling
 KH0264.and adjusted by the National Geodetic Survey in June 1991..
 KH0264
 KH0264.The geoid height was determined by GEOID03.
 KH0264
 KH0264.The dynamic height is computed by dividing the NAVD 88
 KH0264.geopotential number by the normal gravity value computed on the
 KH0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0264.degrees latitude (g = 980.6199 gals.).
 KH0264
 KH0264.The modeled gravity was interpolated from observed gravity values.
 KH0264
 KH0264;                    North         East    Units  Estimated Accuracy
 KH0264;SPC KS N     -   165,050.      104,640.      MT  (+/- 180 meters Scaled)
 KH0264
 KH0264                          SUPERSEDED SURVEY CONTROL
 KH0264
 KH0264  NGVD 29 (??/??/92) 1041.622  (m)         3417.39   (f) ADJ UNCH    2 0
 KH0264
 KH0264.Superseded values are not recommended for survey control.
 KH0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0264.See file dsdata.txt to determine how the superseded data were derived.
 KH0264
 KH0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK903050(NAD 83)
 KH0264_MARKER: DB = BENCH MARK DISK
 KH0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0264_STAMPING: J 96 1935
 KH0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0264+STABILITY: SURFACE MOTION
 KH0264
 KH0264  HISTORY     - Date     Condition        Report By
 KH0264  HISTORY     - 1935     MONUMENTED       CGS
 KH0264  HISTORY     - 1942     GOOD             NGS
 KH0264  HISTORY     - 1976     MARK NOT FOUND   USGS
 KH0264
 KH0264                          STATION DESCRIPTION
 KH0264
 KH0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0264'4.4 MI E FROM BIRD CITY.
 KH0264'4.4 MI. E. ALONG C.B. AND Q. RY.  (4.0 MI. W. OF MC DONALD)
 KH0264'ABOUT 1/4 MI. E. OF MILEPOLE 114, ABOUT 35 FT. W. OF THE CENTER
 KH0264'LINE OF A ROAD CROSSING, AND ABOUT 38 FT. N. OF THE CENTER LINE
 KH0264'OF THE TRACK.  NOTE-- MARK IS 1 FT SOUTH OF A POINT 8 FT EAST OF
 KH0264'A FENCE CORNER.
 KH0264
 KH0264                          STATION RECOVERY (1942)
 KH0264
 KH0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0264'RECOVERED IN GOOD CONDITION.
 KH0264
 KH0264                          STATION RECOVERY (1976)
 KH0264
 KH0264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KH0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0157 ***********************************************************************
 JH0157  DESIGNATION -  J 97
 JH0157  PID         -  JH0157
 JH0157  STATE/COUNTY-  KS/LOGAN
 JH0157  USGS QUAD   -  WEST OF RUSSELL SPRINGS (1969)
 JH0157
 JH0157                         *CURRENT SURVEY CONTROL
 JH0157  ___________________________________________________________________
 JH0157* NAD 83(1986)-  38 52 31.     (N)    101 22 13.     (W)     SCALED    
 JH0157* NAVD 88     -       976.335  (meters)    3203.19   (feet)  ADJUSTED  
 JH0157  ___________________________________________________________________
 JH0157  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 JH0157  DYNAMIC HT  -         975.511 (meters)    3200.49  (feet)  COMP
 JH0157  MODELED GRAV-     979,751.3   (mgal)                       NAVD 88
 JH0157
 JH0157  VERT ORDER  -  SECOND    CLASS 0
 JH0157
 JH0157.The horizontal coordinates were scaled from a topographic map and have
 JH0157.an estimated accuracy of +/- 6 seconds.
 JH0157
 JH0157.The orthometric height was determined by differential leveling
 JH0157.and adjusted by the National Geodetic Survey in June 1991..
 JH0157
 JH0157.The geoid height was determined by GEOID03.
 JH0157
 JH0157.The dynamic height is computed by dividing the NAVD 88
 JH0157.geopotential number by the normal gravity value computed on the
 JH0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0157.degrees latitude (g = 980.6199 gals.).
 JH0157
 JH0157.The modeled gravity was interpolated from observed gravity values.
 JH0157
 JH0157;                    North         East    Units  Estimated Accuracy
 JH0157;SPC KS N     -    65,600.      107,610.      MT  (+/- 180 meters Scaled)
 JH0157
 JH0157                          SUPERSEDED SURVEY CONTROL
 JH0157
 JH0157  NGVD 29 (??/??/92)  975.946  (m)         3201.92   (f) ADJ UNCH    2 0
 JH0157
 JH0157.Superseded values are not recommended for survey control.
 JH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0157.See file dsdata.txt to determine how the superseded data were derived.
 JH0157
 JH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ943056(NAD 83)
 JH0157_MARKER: DB = BENCH MARK DISK
 JH0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0157_STAMPING: J 97 1935
 JH0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0157+STABILITY: SURFACE MOTION
 JH0157
 JH0157  HISTORY     - Date     Condition        Report By
 JH0157  HISTORY     - 1935     MONUMENTED       CGS
 JH0157  HISTORY     - 1940     GOOD             NGS
 JH0157  HISTORY     - 1966     GOOD             USGS
 JH0157
 JH0157                          STATION DESCRIPTION
 JH0157
 JH0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0157'12.8 MI SW FROM RUSSELL SPRINGS.
 JH0157'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0157'SOUTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 12.8 MILES.  BENCH
 JH0157'MARK IS 2.0 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY NO. 25
 JH0157'WITH COUNTY HIGHWAY NO. 391, APPROXIMATELY 110 YARDS NORTHWEST
 JH0157'OF A WINDMILL, 56 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JH0157'23 FEET NORTHEAST OF CENTER LINE OF ENTRANCE INTO A PASTURE,
 JH0157'21 FEET EAST OF THE FENCE CORNER, 2.8 FEET WEST OF A 4 X 4 INCH
 JH0157'WOODEN POST PAINTED WHITE PROJECTING 20 FEET, 1.5 FEET SOUTH
 JH0157'OF THE FENCE.  MONUMENT PROJECTS 0.5 FOOT.  NOTE-- DESCRIPTION
 JH0157'SHOULD READ 140 FT E OF THE CENTERLINE OF THE HWY, 23 FT NE OF
 JH0157'THE CENTERLINE OF THE ENTRANCE TO A PASTURE.
 JH0157
 JH0157                          STATION RECOVERY (1966)
 JH0157
 JH0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JH0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0185 ***********************************************************************
 JH0185  DESIGNATION -  J 98
 JH0185  PID         -  JH0185
 JH0185  STATE/COUNTY-  KS/WICHITA
 JH0185  USGS QUAD   -  CORONADO CEMETERY (1968)
 JH0185
 JH0185                         *CURRENT SURVEY CONTROL
 JH0185  ___________________________________________________________________
 JH0185* NAD 83(1986)-  38 31 30.     (N)    101 22 03.     (W)     SCALED    
 JH0185* NAVD 88     -      1011.122  (meters)    3317.32   (feet)  ADJUSTED  
 JH0185  ___________________________________________________________________
 JH0185  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 JH0185  DYNAMIC HT  -        1010.244 (meters)    3314.44  (feet)  COMP
 JH0185  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 JH0185
 JH0185  VERT ORDER  -  SECOND    CLASS 0
 JH0185
 JH0185.The horizontal coordinates were scaled from a topographic map and have
 JH0185.an estimated accuracy of +/- 6 seconds.
 JH0185
 JH0185.The orthometric height was determined by differential leveling
 JH0185.and adjusted by the National Geodetic Survey in June 1991..
 JH0185
 JH0185.The geoid height was determined by GEOID03.
 JH0185
 JH0185.The dynamic height is computed by dividing the NAVD 88
 JH0185.geopotential number by the normal gravity value computed on the
 JH0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0185.degrees latitude (g = 980.6199 gals.).
 JH0185
 JH0185.The modeled gravity was interpolated from observed gravity values.
 JH0185
 JH0185;                    North         East    Units  Estimated Accuracy
 JH0185;SPC KS S     -   610,100.      149,990.      MT  (+/- 180 meters Scaled)
 JH0185
 JH0185                          SUPERSEDED SURVEY CONTROL
 JH0185
 JH0185  NGVD 29 (??/??/92) 1010.740  (m)         3316.07   (f) ADJ UNCH    2 0
 JH0185
 JH0185.Superseded values are not recommended for survey control.
 JH0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0185.See file dsdata.txt to determine how the superseded data were derived.
 JH0185
 JH0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH936667(NAD 83)
 JH0185_MARKER: DB = BENCH MARK DISK
 JH0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0185_STAMPING: J 98 1935
 JH0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0185+STABILITY: SURFACE MOTION
 JH0185
 JH0185  HISTORY     - Date     Condition        Report By
 JH0185  HISTORY     - 1935     MONUMENTED       CGS
 JH0185  HISTORY     - 1940     GOOD             NGS
 JH0185
 JH0185                          STATION DESCRIPTION
 JH0185
 JH0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0185'3.8 MI N FROM LEOTI.
 JH0185'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED NORTHWARD
 JH0185'ALONG STATE HIGHWAY NO. 25, GO 3.8 MILES.  BENCH MARK IS AT THE
 JH0185'NORTHEAST CORNER OF CROSS-INTERSECTION OF STATE HIGHWAY NO. 25
 JH0185'WITH AN EAST-WEST SECTION LINE ROAD (GRAVELED ON THE EAST SIDE
 JH0185'OF HIGHWAY, GRADED ON THE WEST SIDE), 94 FEET NORTHEAST OF CENTER
 JH0185'OF THE INTERSECTION, 91 FEET EAST OF CENTER LINE OF THE HIGHWAY,
 JH0185'19 FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 1.5 FEET
 JH0185'WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 20
 JH0185'FEET.  MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0225 ***********************************************************************
 JH0225  DESIGNATION -  J 99
 JH0225  PID         -  JH0225
 JH0225  STATE/COUNTY-  KS/KEARNY
 JH0225  USGS QUAD   -  MATTOX DRAW NE (1965)
 JH0225
 JH0225                         *CURRENT SURVEY CONTROL
 JH0225  ___________________________________________________________________
 JH0225* NAD 83(1997)-  38 14 54.66634(N)    101 16 05.57641(W)     ADJUSTED  
 JH0225* NAVD 88     -       979.351  (meters)    3213.09   (feet)  ADJUSTED  
 JH0225  ___________________________________________________________________
 JH0225  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JH0225  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 JH0225  DYNAMIC HT  -         978.496 (meters)    3210.28  (feet)  COMP
 JH0225  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 JH0225
 JH0225  HORZ ORDER  -  THIRD
 JH0225  VERT ORDER  -  SECOND    CLASS 0
 JH0225
 JH0225.The horizontal coordinates were established by classical geodetic methods
 JH0225.and adjusted by the National Geodetic Survey in October 1998..
 JH0225
 JH0225.The orthometric height was determined by differential leveling
 JH0225.and adjusted by the National Geodetic Survey in June 1991..
 JH0225
 JH0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0225
 JH0225.The geoid height was determined by GEOID03.
 JH0225
 JH0225.The dynamic height is computed by dividing the NAVD 88
 JH0225.geopotential number by the normal gravity value computed on the
 JH0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0225.degrees latitude (g = 980.6199 gals.).
 JH0225
 JH0225.The modeled gravity was interpolated from observed gravity values.
 JH0225
 JH0225;                    North         East     Units Scale Factor Converg.
 JH0225;SPC KS S     -   579,160.522   157,730.710   MT  0.99995255   -1 42 04.1
 JH0225;UTM  14      - 4,235,822.128   301,518.418   MT  1.00008519   -1 24 16.7
 JH0225
 JH0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0225!SPC KS S     -   0.99985019  x   0.99995255  =   0.99980275
 JH0225!UTM  14      -   0.99985019  x   1.00008519  =   0.99993537
 JH0225
 JH0225                          SUPERSEDED SURVEY CONTROL
 JH0225
 JH0225  NAD 83(1997)-  38 14 54.66898(N)    101 16 05.57480(W) AD(       ) 3
 JH0225  NAD 83(1986)-  38 14 54.66906(N)    101 16 05.57463(W) AD(       ) 3
 JH0225  NAD 27      -  38 14 54.56802(N)    101 16 03.98652(W) AD(       ) 3
 JH0225  NGVD 29 (??/??/92)  978.970  (m)         3211.84   (f) ADJ UNCH    2 0
 JH0225
 JH0225.Superseded values are not recommended for survey control.
 JH0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0225.See file dsdata.txt to determine how the superseded data were derived.
 JH0225
 JH0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH0151835822(NAD 83)
 JH0225_MARKER: DB = BENCH MARK DISK
 JH0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0225_STAMPING: J 99 1935
 JH0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0225+STABILITY: SURFACE MOTION
 JH0225
 JH0225  HISTORY     - Date     Condition        Report By
 JH0225  HISTORY     - 1935     MONUMENTED       USGS
 JH0225  HISTORY     - 1940     GOOD             NGS
 JH0225
 JH0225                          STATION DESCRIPTION
 JH0225
 JH0225'DESCRIBED BY US GEOLOGICAL SURVEY 1935
 JH0225'IN KEARNEY COUNTY, 20.3 MI SE. ALONG STATE HWY. 25 FROM THE COURTHOUSE
 JH0225'AT LEOTI, 0.1 MI S. OF THE T - JUNCTION OF A RD. LEADING W., 17 FT W.
 JH0225'OF THE CENTER OF THE HWY., AT A LARGE CONCRETE BOX CULVERT, AND IN THE
 JH0225'CENTER OF THE TOP OF THE W. CONCRETE HEADWALL.  A USC AND GS STANDARD
 JH0225'DISK STAMPED---J 99 1935---
 JH0225
 JH0225                          STATION RECOVERY (1940)
 JH0225
 JH0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 JH0225'20.3 MI SE FROM LEOTI.
 JH0225'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED SOUTHEASTERLY
 JH0225'ALONG STATE HIGHWAY NO. 25, GO 20.3 MILES.  BENCH MARK IS 0.1
 JH0225'MILE SOUTH OF A T-INTERSECTION OF THE HIGHWAY WITH A ROAD
 JH0225'RUNNING TO THE WEST, 17 FEET WEST OF THE CENTER LINE OF THE
 JH0225'HIGHWAY, ON TOP OF THE CENTER OF THE WEST CONCRETE HEADWALL OF
 JH0225'LARGE CONCRETE BOX CULVERT, SET FLUSH AND HORIZONTALLY.  NO 4
 JH0225'X 4 INCH WOODEN POST SET--CULVERT SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0936 ***********************************************************************
 GK0936  DESIGNATION -  JACK
 GK0936  PID         -  GK0936
 GK0936  STATE/COUNTY-  KS/STEVENS
 GK0936  USGS QUAD   -  HOUGH NE (1973)
 GK0936
 GK0936                         *CURRENT SURVEY CONTROL
 GK0936  ___________________________________________________________________
 GK0936* NAD 83(1997)-  36 59 48.46013(N)    101 30 48.38721(W)     ADJUSTED  
 GK0936* NAVD 88     -      1006.5    (meters)    3302.     (feet)  VERTCON   
 GK0936  ___________________________________________________________________
 GK0936  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 GK0936  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 GK0936
 GK0936  HORZ ORDER  -  SECOND
 GK0936
 GK0936.The horizontal coordinates were established by classical geodetic methods
 GK0936.and adjusted by the National Geodetic Survey in October 1998..
 GK0936
 GK0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 GK0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GK0936
 GK0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0936
 GK0936.The geoid height was determined by GEOID03.
 GK0936
 GK0936;                    North         East     Units Scale Factor Converg.
 GK0936;SPC KS S     -   440,974.795   131,786.866   MT  1.00006400   -1 51 06.6
 GK0936;UTM  14      - 4,097,470.058   276,334.565   MT  1.00021632   -1 30 47.3
 GK0936
 GK0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0936!SPC KS S     -   0.99984614  x   1.00006400  =   0.99991013
 GK0936!UTM  14      -   0.99984614  x   1.00021632  =   1.00006242
 GK0936
 GK0936|---------------------------------------------------------------------|
 GK0936| PID    Reference Object                     Distance      Geod. Az  |
 GK0936|                                                           dddmmss.s |
 GK0936| CM8838 JACK RM 2                            18.514 METERS 18516     |
 GK0936| CM8837 JACK RM 1                            16.889 METERS 27015     |
 GK0936| HH0791 ROLLA COOP EQUITY ELEV              APPROX.17.3 KM 3234613.7 |
 GK0936|---------------------------------------------------------------------|
 GK0936
 GK0936                          SUPERSEDED SURVEY CONTROL
 GK0936
 GK0936  NAD 83(1997)-  36 59 48.46076(N)    101 30 48.38643(W) AD(       ) 2
 GK0936  NAD 83(1986)-  36 59 48.46744(N)    101 30 48.37818(W) AD(       ) 2
 GK0936  NAD 27      -  36 59 48.36780(N)    101 30 46.80069(W) AD(       ) 2
 GK0936  NGVD 29 (07/19/86) 1006.1    (m)         3301.     (f) VERT ANG       
 GK0936
 GK0936.Superseded values are not recommended for survey control.
 GK0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0936.See file dsdata.txt to determine how the superseded data were derived.
 GK0936
 GK0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7633597470(NAD 83)
 GK0936_MARKER: DD = SURVEY DISK
 GK0936_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GK0936+WITH SETTING: INFORMATION.
 GK0936_SP_SET: PREFABRICATED CONCRETE POST
 GK0936
 GK0936  HISTORY     - Date     Condition        Report By
 GK0936  HISTORY     - 1972     MONUMENTED       USGS
 GK0936
 GK0936                          STATION DESCRIPTION
 GK0936
 GK0936'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 GK0936'STATION IS ABOUT 12 MI. S. AND 9 MI. W. OF INTERSECTION OF U. S.
 GK0936'HIGHWAY 270, U. S. HIGHWAY 56, STATE HIGHWAY 25, AND STATE HIGHWAY
 GK0936'51 AT S. EDGE OF HUGOTON, ABOUT 450 FT. N. AND 1300 FT. E. OF S.
 GK0936'COR.  SECS. 13 AND 14 T. 35 S., R. 39 W.
 GK0936'
 GK0936'TO REACH FROM INTERSECTION OF U. S. HIGHWAY 270, U. S. HIGHWAY 56,
 GK0936'STATE HIGHWAY 25, AND STATE HIGHWAY 51, AT S. EDGE OF HUGOTON, GO
 GK0936'WSW. ALONG U. S. HIGHWAY 56,STATE HIGHWAY 25, AND STATE HIGHWAY 51
 GK0936'FOR ABOUT 7.5 MI. TO INTERSECTION OF U. S. HIGHWAY 56, STATE
 GK0936'HIGHWAY 51, AND STATE HIGHWAY 25, WHERE STATE HIGHWAY 25 TURNS S.,
 GK0936'THEN TURN LEFT AND GO ABOUT 10.7 MI. S. ALONG STATE HIGHWAY 25 TO
 GK0936'CROSSROAD ON THE KANSAS-OKLAHOMA STATE LINE, THEN TURN RIGHT AND GO
 GK0936'ABOUT 1.8 MI.  W. TO A COLORADO INTERSTATE GAS COMPANY MICROWAVE
 GK0936'RELAY STATION, AND THE STATION IN THE NE. CORNER OF THE MICROWAVE
 GK0936'TOWER YARD.
 GK0936'
 GK0936'STATION MARK STAMPED ET JACK 1972 IS ABOUT 450 FT. N. AND 400 FT.
 GK0936'E. OF RD. AT DRIVE N., 23 FT. N. AND 88 FT. E. OF N. GUY WIRE
 GK0936'FOUNDATION FOR MICROWAVE TOWER, 27 FT. S. OF USGS WITNESS POST.
 GK0936'
 GK0936'REFERENCE MARK NO. 1 STAMPED JACK NO 1 1972 IS W. OF STATION, 23 FT.
 GK0936'N. AND 33 FT. E. OF N. GUY WIRE FOUNDATION FOR MICROWAVE TOWER.
 GK0936'
 GK0936'REFERENCE MARK NO. STAMPED JACK 2 1972 IS S. OF STATION, 39 FT. S.
 GK0936'AND 83 FT. E. OF N. GUY WIRE FOUNDATION FOR MICROWAVE TOWER.
 GK0936'
 GK0936'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS
 GK0936'CENTERED IN 6-IN. DIAMETER SECTIONS OF WHITE PLASTIC PIPE 12 IN.
 GK0936'LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP. ALL MARKS SET
 GK0936'FLUSH WITH GROUND.
 GK0936'
 GK0936'HEIGHT OF INSTRUMENT 5.13 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0505 ***********************************************************************
 JH0505  DESIGNATION -  JACK
 JH0505  PID         -  JH0505
 JH0505  STATE/COUNTY-  KS/WICHITA
 JH0505  USGS QUAD   -  CORONADO CEMETERY (1968)
 JH0505
 JH0505                         *CURRENT SURVEY CONTROL
 JH0505  ___________________________________________________________________
 JH0505* NAD 83(1997)-  38 33 15.16423(N)    101 22 04.31419(W)     ADJUSTED  
 JH0505* NAVD 88     -      1010.     (meters)    3314.     (feet)  SCALED    
 JH0505  ___________________________________________________________________
 JH0505  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JH0505  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JH0505
 JH0505  HORZ ORDER  -  SECOND
 JH0505
 JH0505.The horizontal coordinates were established by classical geodetic methods
 JH0505.and adjusted by the National Geodetic Survey in October 1998..
 JH0505
 JH0505.The orthometric height was scaled from a topographic map.
 JH0505
 JH0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0505
 JH0505.The geoid height was determined by GEOID03.
 JH0505
 JH0505;                    North         East     Units Scale Factor Converg.
 JH0505;SPC KS S     -   613,340.406   150,055.851   MT  0.99999756   -1 45 44.6
 JH0505;UTM  14      - 4,269,967.047   293,668.815   MT  1.00012430   -1 28 34.7
 JH0505
 JH0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0505!SPC KS S     -   0.99984531  x   0.99999756  =   0.99984287
 JH0505!UTM  14      -   0.99984531  x   1.00012430  =   0.99996959
 JH0505
 JH0505|---------------------------------------------------------------------|
 JH0505| PID    Reference Object                     Distance      Geod. Az  |
 JH0505|                                                           dddmmss.s |
 JH0505| JH0183 G 98                                 15.668 METERS 13114     |
 JH0505| JH0561 LEOTI COLLINGWOOD ELEV VENT         APPROX. 7.6 KM 1722509.1 |
 JH0505| CM8836 JACK RM 1                            22.704 METERS 25629     |
 JH0505|---------------------------------------------------------------------|
 JH0505
 JH0505                          SUPERSEDED SURVEY CONTROL
 JH0505
 JH0505  NAD 83(1986)-  38 33 15.16498(N)    101 22 04.31374(W) AD(       ) 2
 JH0505  NAD 27      -  38 33 15.09989(N)    101 22 02.73273(W) AD(       ) 2
 JH0505
 JH0505.Superseded values are not recommended for survey control.
 JH0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0505.See file dsdata.txt to determine how the superseded data were derived.
 JH0505
 JH0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH9366969967(NAD 83)
 JH0505_MARKER: DD = SURVEY DISK
 JH0505_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JH0505+WITH SETTING: INFORMATION.
 JH0505_SP_SET: PREFABRICATED CONCRETE POST
 JH0505
 JH0505  HISTORY     - Date     Condition        Report By
 JH0505  HISTORY     - 1967     MONUMENTED       USGS
 JH0505  HISTORY     - 1972     GOOD             NGS
 JH0505  HISTORY     - 1974     GOOD             NGS
 JH0505
 JH0505                          STATION DESCRIPTION
 JH0505
 JH0505'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0505'THE STATION IS LOCATED ABOUT 5.0 MI N. AND 0.5 MI W. OF LEOTI,
 JH0505'T. 17 S., R. 37 W., NEAR THE COR. OF SECS. 23, 24, 25 AND 26.
 JH0505'
 JH0505'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS.
 JH0505'96 AND 25 IN LEOTI, GO N. ON STATE HWY. 25, 5.2 MI TO THE
 JH0505'STATION ON THE RIGHT.
 JH0505'
 JH0505'STATION MARK IS 54 FT N. AND 35 FT E. OF CENTER OF T-RD. W.,
 JH0505'1 FT W. OF USGS WITNESS POST, STAMPED ET JACK 1967.
 JH0505'
 JH0505'REFERENCE MARK NO. 1 IS WSW. OF STATION, 38 FT N. AND 37 FT W.
 JH0505'OF CENTER OF T-RD. W., 2.5 FT E. OF W. RIGHT-OF-WAY FENCE,
 JH0505'1.8 FT E. OF USGS WITNESS POST, STAMPED JACK NO. 1 1967.
 JH0505'
 JH0505'REFERENCE MARK NO. 2-G 98-1935 USC AND GS.  5.3 MI N. ALONG
 JH0505'STATE HWY. 25 FROM THE COURTHOUSE IN LEOTI, WICHITA, CO., NEAR
 JH0505'A T-RD. W., 21 FT N. AND 74 FT E. OF CENTER OF T-RD. W., A
 JH0505'STANDARD DISK STAMPED G 98 1935 AND SET IN THE TOP OF A CONCRETE
 JH0505'POST PROJECTING 0.2 FT ABOVE THE GROUND.  (1010.079 METERS OR
 JH0505'3313.901 FT)
 JH0505'
 JH0505'AZIMUTH MARK CENTER OF VENTILATOR ON TOP OF COLLINGWOOD
 JH0505'ELEVATOR LOCATED IN LEOTI, KANSAS, LOCATED ABOUT 5.0 MI SSE.
 JH0505'
 JH0505'STATION AND REFERENCE MARK NO. 1 ARE FLUSH WITH THE GROUND,
 JH0505'STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS CENTERED
 JH0505'IN 6 IN. DIAMETER TILES 12 IN. LONG AND FILLED WITH GRAVEL
 JH0505'TO WITHIN 1 IN. OF CAP.
 JH0505
 JH0505                          STATION RECOVERY (1972)
 JH0505
 JH0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JH0505'STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JH0505'R.M. 2 (G 98 1935) WAS NOT FOUND.
 JH0505'
 JH0505'THE 1967 ROUTE DESCRIPTION WAS ADEQUATE.
 JH0505
 JH0505                          STATION RECOVERY (1974)
 JH0505
 JH0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JH0505'STATION AND RM 1 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  RM 2
 JH0505'(G 98 1935) WAS NOT FOUND.
 JH0505'
 JH0505'THE 1967 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1420 ***********************************************************************
 JF1420  DESIGNATION -  JACOB
 JF1420  PID         -  JF1420
 JF1420  STATE/COUNTY-  KS/CHASE
 JF1420  USGS QUAD   -  GLADSTONE (1973)
 JF1420
 JF1420                         *CURRENT SURVEY CONTROL
 JF1420  ___________________________________________________________________
 JF1420* NAD 83(1997)-  38 18 52.43897(N)    096 24 13.28723(W)     ADJUSTED  
 JF1420* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 JF1420  ___________________________________________________________________
 JF1420  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 JF1420  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 JF1420
 JF1420  HORZ ORDER  -  FIRST
 JF1420
 JF1420.The horizontal coordinates were established by classical geodetic methods
 JF1420.and adjusted by the National Geodetic Survey in October 1998..
 JF1420
 JF1420.The orthometric height was scaled from a topographic map.
 JF1420
 JF1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1420
 JF1420.The geoid height was determined by GEOID03.
 JF1420
 JF1420;                    North         East     Units Scale Factor Converg.
 JF1420;SPC KS S     -   584,955.701   583,311.906   MT  0.99995986   +1 17 17.7
 JF1420;UTM  14      - 4,243,907.483   726,990.007   MT  1.00023459   +1 36 37.2
 JF1420
 JF1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1420!SPC KS S     -   0.99993489  x   0.99995986  =   0.99989475
 JF1420!UTM  14      -   0.99993489  x   1.00023459  =   1.00016947
 JF1420
 JF1420|---------------------------------------------------------------------|
 JF1420| PID    Reference Object                     Distance      Geod. Az  |
 JF1420|                                                           dddmmss.s |
 JF1420| CL4584 JACOB RM 1                            9.720 METERS 09034     |
 JF1420| CL4585 JACOB RM 2                            9.752 METERS 20245     |
 JF1420| CL4583 JACOB AZ MK                                        2072334.5 |
 JF1420| JF1429 COTTONWOOD FALLS MUN SPIPE          APPROX.13.5 KM 2944542.1 |
 JF1420| JF1431 COTTONWOOD FALLS CO CTHSE TWR       APPROX.13.6 KM 2971359.0 |
 JF1420| JF1427 STRONG CITY ST ANTHONY CATH CH      APPROX.15.1 KM 3083300.9 |
 JF1420|---------------------------------------------------------------------|
 JF1420
 JF1420                          SUPERSEDED SURVEY CONTROL
 JF1420
 JF1420  NAD 83(1986)-  38 18 52.44825(N)    096 24 13.28897(W) AD(       ) 1
 JF1420  NAD 27      -  38 18 52.39405(N)    096 24 12.28217(W) AD(       ) 1
 JF1420
 JF1420.Superseded values are not recommended for survey control.
 JF1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1420.See file dsdata.txt to determine how the superseded data were derived.
 JF1420
 JF1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH2699043907(NAD 83)
 JF1420_MARKER: DS = TRIANGULATION STATION DISK
 JF1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1420
 JF1420  HISTORY     - Date     Condition        Report By
 JF1420  HISTORY     - 1956     MONUMENTED       CGS
 JF1420  HISTORY     - 1968     GOOD             CGS
 JF1420
 JF1420                          STATION DESCRIPTION
 JF1420
 JF1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1420'THE STATION IS ABOUT 13 MILES SOUTHWEST OF THE CENTER OF EMPORIA,
 JF1420'8-1/2 MILES SOUTHEAST OF COTTONWOOD FALLS ON A HIGH PROMINENT
 JF1420'MOUND IN A PASTURE THAT IS LOCALLY KNOWN AS JACOB MOUND.  IT IS
 JF1420'ON PROPERTY OWNED BY MRS. ROBERT H. WARE, 8029 JEFFERSON STREET,
 JF1420'KANSAS CITY, MISSOURI.  IT IS NEAR THE CENTER AND HIGHEST PART OF
 JF1420'THE MOUND, 46 FEET NORTH OF WHERE THE MOUND DROPS OFF TO THE
 JF1420'SOUTH AND 38 FEET WEST OF WHERE THE MOUND DROPS OFF TO THE
 JF1420'EAST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED JACOB
 JF1420'1956.
 JF1420'
 JF1420'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S AND
 JF1420'STATE HIGHWAY 99 (6TH AVENUE AND COMMERICAL STREET) IN EMPORIA,
 JF1420'GO WEST ON HIGHWAY 50S FOR 9.4 MILES TO THE LYON-CHASE COUNTY LINE
 JF1420'AND A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 1.6
 JF1420'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR
 JF1420'1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON GRAVEL
 JF1420'ROAD FOR 4.85 MILES TO A WIRE GATE ON THE RIGHT.  TURN RIGHT
 JF1420'THROUGH GATE AND GO WEST OF FIELD ROAD KEEPING ON THE SOUTH
 JF1420'SIDE OF A FENCE FOR 0.4 MILE.  BEAR SOUTHWEST FOLLOWING FILED
 JF1420'ROAD FOR 0.15 MILE TO A WIRE GATE IN A NORTH-SOUTH FENCE.  PASS
 JF1420'THROUGH GATE AND GO SOUTHWEST ON FIELD ROAD FOR 0.65 MILE TO
 JF1420'A METAL GATE IN AN EAST-WEST FENCE.  TURN RIGHT AND GO NORTHWEST
 JF1420'ACROSS PASTURE FOR 0.7 MILE TO THE TOP OF THE MOUND AND
 JF1420'THE STATION.
 JF1420'
 JF1420'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ACROSS
 JF1420'PASTURE FOR 0.8 MILE TO THE MARK AT A NORTH-SOUTH, EAST-WEST
 JF1420'FENCE CORNER.
 JF1420'REFERENCE MARK 1 IS SET AT THE EAST EDGE OF THE MOUND.  THE MARK
 JF1420'PROJECTS 2 INCHES AND THE DISK IS STAMPED JACOB NO 1 1956.
 JF1420'
 JF1420'REFERENCE MARK 2 IS SET AT THE SOUTH EDGE OF THE MOUND.  THE MARK
 JF1420'PROJECTS 2 INCHES AND THE DISK IS STAMPED JACOB NO 2 1956.
 JF1420'
 JF1420'THE AZIMUTH MARK IS 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 JF1420'EAST OF THE FENCE CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK
 JF1420'IS STAMPED JACOB 1956.
 JF1420'
 JF1420'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1420
 JF1420                          STATION RECOVERY (1968)
 JF1420
 JF1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1420'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1420'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1420'FOUND IN GOOD CONDITION.
 JF1420'
 JF1420'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S AND
 JF1420'STATE HIGHWAY 99 IN EMPORIA, GO WEST ON HIGHWAY 50S FOR 9.4 MILES
 JF1420'TO THE LYON-CHASE COUNTY LINE AND A CROSSROAD.  TURN LEFT AND GO
 JF1420'SOUTH ON A GRAVELED ROAD FOR 1.6 MILES TO A CROSSROAD.  TURN RIGHT
 JF1420'AND GO WEST ON A GRAVELED ROAD FOR 1.05 MILES TO A SIDE ROAD ON
 JF1420'THE LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 5.1
 JF1420'MILES TO A CATTLE GUARD ON THE RIGHT.  TURN RIGHT, CROSS CATTLE
 JF1420'GUARD AND GO WEST ON A GRAVELED ROAD ALONG THE SOUTH SIDE OF A
 JF1420'FENCE FOR 0.5 MILE TO CATTLE GUARD IN A NORTH-SOUTH FENCE.  CROSS
 JF1420'CATTLE GUARD AND GO SOUTHWEST ON GRAVELED ROAD FOR 0.7 MILE TO
 JF1420'A CATTLE GUARD.  FROM HERE GO NORTHWEST ACROSS PASTURE FOR 0.7
 JF1420'MILE TO THE TOP OF A A MOUND AND THE STATION.
 JF1420'
 JF1420'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ACROSS
 JF1420'PASTURE FOR 0.8 MILE TO THE MARK.
 JF1420'
 JF1420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 8-1/2
 JF1420'MILES SOUTHEAST OF COTTONWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0998 ***********************************************************************
 HH0998  DESIGNATION -  JACOB
 HH0998  PID         -  HH0998
 HH0998  STATE/COUNTY-  KS/GRAY
 HH0998  USGS QUAD   -  COPELAND SE (1969)
 HH0998
 HH0998                         *CURRENT SURVEY CONTROL
 HH0998  ___________________________________________________________________
 HH0998* NAD 83(1997)-  37 31 34.63940(N)    100 30 16.65737(W)     ADJUSTED  
 HH0998* NAVD 88     -       826.36   (+/-2cm)    2711.1    (feet)  VERTCON   
 HH0998  ___________________________________________________________________
 HH0998  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HH0998  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 HH0998
 HH0998  HORZ ORDER  -  SECOND
 HH0998  VERT ORDER  -  THIRD ? (See Below)
 HH0998
 HH0998.The horizontal coordinates were established by classical geodetic methods
 HH0998.and adjusted by the National Geodetic Survey in October 1998..
 HH0998
 HH0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0998.The vertical order pertains to the NGVD 29 superseded value.
 HH0998
 HH0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0998
 HH0998.The geoid height was determined by GEOID03.
 HH0998
 HH0998;                    North         East     Units Scale Factor Converg.
 HH0998;SPC KS S     -   497,309.666   222,823.024   MT  0.99995911   -1 13 54.8
 HH0998;UTM  14      - 4,154,321.377   367,048.562   MT  0.99981773   -0 54 59.9
 HH0998
 HH0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0998!SPC KS S     -   0.99987446  x   0.99995911  =   0.99983357
 HH0998!UTM  14      -   0.99987446  x   0.99981773  =   0.99969221
 HH0998
 HH0998:                Primary Azimuth Mark                     Grid Az
 HH0998:SPC KS S     -  MONTEZUMA ATT MICROWAVE                  017 48 03.9
 HH0998:UTM  14      -  MONTEZUMA ATT MICROWAVE                  017 29 09.0
 HH0998
 HH0998|---------------------------------------------------------------------|
 HH0998| PID    Reference Object                     Distance      Geod. Az  |
 HH0998|                                                           dddmmss.s |
 HH0998| HH0892 MONTEZUMA ATT MICROWAVE             APPROX.12.5 KM 0163409.1 |
 HH0998| HH0889 MONTEZUMA RAD STA KAY 76 MAST       APPROX. 9.8 KM 0324902.9 |
 HH0998| HH0888 MONTEZUMA MUN WATER TANK            APPROX. 9.6 KM 0333303.4 |
 HH0998| CK9982 JACOB RM 1                           11.726 METERS 09321     |
 HH0998| CK9983 JACOB RM 2                           15.413 METERS 26740     |
 HH0998| CK9981 JACOB AZ MK                                        3444124.9 |
 HH0998|---------------------------------------------------------------------|
 HH0998
 HH0998                          SUPERSEDED SURVEY CONTROL
 HH0998
 HH0998  NAD 83(1997)-  37 31 34.64681(N)    100 30 16.65538(W) AD(       ) 2
 HH0998  NAD 83(1986)-  37 31 34.64233(N)    100 30 16.65981(W) AD(       ) 2
 HH0998  NAD 27      -  37 31 34.55620(N)    100 30 15.11357(W) AD(       ) 2
 HH0998  NGVD 29 (07/19/86)  826.00   (m)         2710.0    (f) LEVELING    3  
 HH0998
 HH0998.Superseded values are not recommended for survey control.
 HH0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0998.See file dsdata.txt to determine how the superseded data were derived.
 HH0998
 HH0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG6704954321(NAD 83)
 HH0998_MARKER: DS = TRIANGULATION STATION DISK
 HH0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0998
 HH0998  HISTORY     - Date     Condition        Report By
 HH0998  HISTORY     - 1961     MONUMENTED       CGS
 HH0998
 HH0998                          STATION DESCRIPTION
 HH0998
 HH0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0998'THE STATION IS ABOUT 7 MILES EAST OF COPELAND, 6 MILES SOUTHEAST OF
 HH0998'MONTEZUMA, 0.1 MILE EAST OF A GRAVELED ROAD, IN THE NORTHWEST
 HH0998'QUARTER OF SECTION 16, T 29 S, R 29 W AND AT THE SOUTH SIDE OF
 HH0998'PASTURE OWNED BY MR. JACOB UNRUH.
 HH0998'
 HH0998'TO REACH THE STATION FROM THE MONTEZUMA RAILROAD STATION, GO
 HH0998'SOUTHEAST ON U.S. HIGHWAY 56 FOR 3.6 MILES TO A CROSSROAD, TURN LEFT,
 HH0998'SOUTH, ON A GRAVELED ROAD FOR 3.3 MILES TO A CROSSROAD AND THE
 HH0998'AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE CROSSROAD.  CONTINUE
 HH0998'SOUTH ON THE GRAVELED ROAD FOR 0.45 MILE TO A FIELD ROAD ON THE
 HH0998'LEFT.  TURN LEFT, EAST, ON THE FIELD ROAD FOR 0.1 MILE TO THE
 HH0998'STATION ON THE LEFT.
 HH0998'
 HH0998'STATION MARKS ARE STANDARD DISKS STAMPED JACOB 1961. THE SURFACE DISK
 HH0998'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 HH0998'THE GROUND.  IT IS 40.5 FEET WEST OF A TELEPHONE POLE, 31 FEET
 HH0998'NORTH OF THE CENTER OF THE FIELD ROAD, 4 FEET NORTH-EAST OF A METAL
 HH0998'WITNESS POST AND 3 FEET NORTH OF A FENCE.  THE UNDERGROUND DISK IS
 HH0998'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF
 HH0998'THE GROUND.
 HH0998'
 HH0998'REFERENCE MARK NO. 1, A STNDARD DISK STAMPED JACOB NO 1 1961,IS SET
 HH0998'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 HH0998'GROUND.  IT IS 28 FEET NORTH OF THE CENTER OF THE FIELD ROAD, 2
 HH0998'FEET NORTHWEST OF THE TELEPHONE POLE AND 1 FOOT NORTH OF THE FENCE.
 HH0998'
 HH0998'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JACOB NO 2 1961, IS SET
 HH0998'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 HH0998'GROUND.  IT IS 28 FEET NORTH OF THE CENTER OF THE FIELD ROAD AND 1
 HH0998'FOOT NORTH OF THE FENCE.
 HH0998'
 HH0998'AZIMUTH MARK, A STANDARD DISK STAMPED JACOB 1961, IS SET IN A SQUARE
 HH0998'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 38 FEET WEST OF THE
 HH0998'CENTER OF THE GRAVELED ROAD, 36 FEET NORTH OF GRAVELED ROAD, 5 FEET
 HH0998'WEST OF A POWER POLE AND 2.5 FEET EAST OF A METAL WITNESS POST.
 HH0998'
 HH0998'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0907 ***********************************************************************
 HH0907  DESIGNATION -  JACOBS
 HH0907  PID         -  HH0907
 HH0907  STATE/COUNTY-  KS/CLARK
 HH0907  USGS QUAD   -  FOWLER SE (1967)
 HH0907
 HH0907                         *CURRENT SURVEY CONTROL
 HH0907  ___________________________________________________________________
 HH0907* NAD 83(1997)-  37 20 55.32685(N)    100 00 01.51505(W)     ADJUSTED  
 HH0907* NAVD 88     -       784.7    (meters)    2574.     (feet)  VERTCON   
 HH0907  ___________________________________________________________________
 HH0907  X           -    -881,685.305 (meters)                     COMP
 HH0907  Y           -  -5,000,071.082 (meters)                     COMP
 HH0907  Z           -   3,848,688.410 (meters)                     COMP
 HH0907  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HH0907  ELLIP HEIGHT-         757.77  (meters)          (10/02/98) GPS OBS
 HH0907  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 HH0907
 HH0907  HORZ ORDER  -  FIRST
 HH0907  VERT ORDER  -  THIRD ? (See Below)
 HH0907  ELLP ORDER  -  FOURTH    CLASS I
 HH0907
 HH0907.The horizontal coordinates were established by classical geodetic methods
 HH0907.and adjusted by the National Geodetic Survey in October 1998..
 HH0907
 HH0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0907.The vertical order pertains to the NGVD 29 superseded value.
 HH0907
 HH0907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HH0907
 HH0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0907
 HH0907.The ellipsoidal height was determined by GPS observations
 HH0907.and is referenced to NAD 83.
 HH0907
 HH0907.The geoid height was determined by GEOID03.
 HH0907
 HH0907;                    North         East     Units Scale Factor Converg.
 HH0907;SPC KS S     -   476,765.491   267,065.135   MT  0.99998488   -0 55 19.4
 HH0907;UTM  14      - 4,134,025.467   411,393.418   MT  0.99969671   -0 36 25.1
 HH0907
 HH0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0907!SPC KS S     -   0.99988110  x   0.99998488  =   0.99986598
 HH0907!UTM  14      -   0.99988110  x   0.99969671  =   0.99957785
 HH0907
 HH0907:                Primary Azimuth Mark                     Grid Az
 HH0907:SPC KS S     -  MINNEOLA A T AND T MICROWAVE             064 56 30.9
 HH0907:UTM  14      -  MINNEOLA A T AND T MICROWAVE             064 37 36.6
 HH0907
 HH0907|---------------------------------------------------------------------|
 HH0907| PID    Reference Object                     Distance      Geod. Az  |
 HH0907|                                                           dddmmss.s |
 HH0907| HG0992 MINNEOLA A T AND T MICROWAVE        APPROX. 5.4 KM 0640111.5 |
 HH0907| CK9986 JACOBS RM 2                          11.870 METERS 17928     |
 HH0907| HH0906 MINNEOLA MUN WATER TANK             APPROX.10.6 KM 3542448.4 |
 HH0907| CK9984 JACOBS AZ MK                                       3551859.7 |
 HH0907| CK9985 JACOBS RM 1                           8.785 METERS 35555     |
 HH0907|---------------------------------------------------------------------|
 HH0907
 HH0907                          SUPERSEDED SURVEY CONTROL
 HH0907
 HH0907  NAD 83(1997)-  37 20 55.33471(N)    100 00 01.51530(W) AD(       ) 1
 HH0907  NAD 83(1986)-  37 20 55.32299(N)    100 00 01.51567(W) AD(       ) 1
 HH0907  NAD 27      -  37 20 55.24011(N)    100 00 00.02887(W) AD(       ) 1
 HH0907  NGVD 29 (07/19/86)  784.4    (m)         2573.     (f) LEVELING    3  
 HH0907
 HH0907.Superseded values are not recommended for survey control.
 HH0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0907.See file dsdata.txt to determine how the superseded data were derived.
 HH0907
 HH0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1139334025(NAD 83)
 HH0907_MARKER: DS = TRIANGULATION STATION DISK
 HH0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0907_SP_SET: CONCRETE POST
 HH0907_STAMPING: JACOBS 1964
 HH0907_MARK LOGO: CGS   
 HH0907_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0907+STABILITY: SURFACE MOTION
 HH0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0907+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1991
 HH0907
 HH0907  HISTORY     - Date     Condition        Report By
 HH0907  HISTORY     - 1964     MONUMENTED       CGS
 HH0907  HISTORY     - 1964     GOOD             CGS
 HH0907  HISTORY     - 1970     GOOD             NGS
 HH0907  HISTORY     - 19910324 GOOD             NGS
 HH0907
 HH0907                          STATION DESCRIPTION
 HH0907
 HH0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JAF)
 HH0907'THE STATION IS 7 MILES SOUTH AND 1/2 MILE EAST OF MINNEOLA, 1 MILE
 HH0907'WEST OF KIGER CREEK CANYON, AND IN SECTION 24, R 25 W, T 31 S., AND
 HH0907'ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 283.
 HH0907'
 HH0907'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND 54 IN
 HH0907'MINNEOLA, GO SOUTH ON HIGHWAY 283 FOR 6.65 MILES TO A CROSSROAD AND
 HH0907'THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE CROSSROAD.  CONTINUE
 HH0907'SOUTH ON HIGHWAY 283 FOR 0.6 MILE TO THE STATION ON THE LEFT, EAST
 HH0907'OF THE HIGHWAY.
 HH0907'
 HH0907'STATION MARKS ARE STANDARD DISKS STAMPED JACOBS 1964.  THE SURFACE
 HH0907'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 HH0907'IS 87 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE, 30 FEET SOUTH
 HH0907'OF A TELEPHONE POLE, AND 2 FEET WEST OF A METAL WITNESS POST.  THE
 HH0907'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HH0907'INCHES BELOW THE SURFACE OF THE GROUND.
 HH0907'
 HH0907'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JACOBS NO 1 1964, IS
 HH0907'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 2 FEET
 HH0907'SOUTH OF A METAL WITNESS POST AND 1.5 FEET SOUTHWEST OF THE
 HH0907'TELEPHONE POLE.
 HH0907'
 HH0907'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JACOBS NO 2 1964, IS
 HH0907'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 48
 HH0907'FEET NORTH OF THE FIELD ENTRANCE AND 2 FEET NORTH OF A METAL WITNESS
 HH0907'POST.
 HH0907'
 HH0907'AZIMUTH MARK, A STANDARD DISK STAMPED JACOBS 1964, IS SET IN A SQUARE
 HH0907'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 80 FEET WEST OF THE
 HH0907'CENTER OF HIGHWAY 283, 34 FEET SOUTH OF OF THE CENTER OF A DIRT
 HH0907'ROAD, 2.5 FEET NORTHEAST OF POWER POLE, AND 2 FEET SOUTH OF A METAL
 HH0907'WITNESS POST.
 HH0907'
 HH0907'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HH0907
 HH0907                          STATION RECOVERY (1964)
 HH0907
 HH0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HH0907'RECOVERED IN GOOD CONDITION.
 HH0907
 HH0907                          STATION RECOVERY (1970)
 HH0907
 HH0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0907'STATION MARK, REFERENCE MARKS 1, 2, AND AZIMUTH MARK WERE RECOVERED
 HH0907'AND FOUND IN GOOD CONDITION, MEASUREMENTS AND DIRECTION WERE
 HH0907'CHECKED.  THE 1964 DESCRIPTION IS ADEQUATE.
 HH0907
 HH0907                          STATION RECOVERY (1991)
 HH0907
 HH0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HH0907'STATION IS LOCATED ABOUT 27 MI (43.5 KM) SOUTH OF DODGE CITY, 25 MI
 HH0907'(40.2 KM) NORTHWEST OF ASHLAND, 7.3 MI (11.7 KM) SOUTH OF MINNEOLA,
 HH0907'AT THE EAST SIDE OF U.S.HIGHWAY 283, AT A TRACK FIELD ROAD LEADING
 HH0907'EAST. OWNERSHIP-KANSAS DEPARTMENT OF TRANSPORTATION.
 HH0907'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 54 IN
 HH0907'THE MIDDLE OF MINNEOLA, GO SOUTH ALONG U.S. HIGHWAY 283 FOR 7.3 MI
 HH0907'(11.7 KM) TO THE STATION ON THE LEFT AT A LONE OAK TREE AND A TRACK
 HH0907'FIELD ROAD LEADING EAST (ALSO, ABOUT 0.5 MI (0.8 KM) NORTH OF MILE
 HH0907'POST NUMBER 24).
 HH0907'STATION IS 126.0 FT (38.4 M) EAST OF THE CENTER OF U.S.HIGHWAY 283,
 HH0907'95.0 FT (29.0 M) NORTH OF THE APPROXIMATE CENTER OF A FIELD ROAD,
 HH0907'65.0 FT (19.8 M) SOUTH-SOUTHEAST OF A 52-INCH OAK TREE, 16.5 FT
 HH0907'(5.0 M) SOUTH OF A CONCRTE R-O-W POST, 52.6 FT (16.0 M) NORTH OF A
 HH0907'CONCRETE R-O-W POST, 2.0 FT (0.6 M) WEST OF A METAL WITNESS POST, AND
 HH0907'PROJECTS ABOUT 1.0 FT (0.3 M) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1006 ***********************************************************************
 HF1006  DESIGNATION -  JAMES
 HF1006  PID         -  HF1006
 HF1006  STATE/COUNTY-  KS/RENO
 HF1006  USGS QUAD   -  HAVEN SE (1965)
 HF1006
 HF1006                         *CURRENT SURVEY CONTROL
 HF1006  ___________________________________________________________________
 HF1006* NAD 83(1997)-  37 45 22.04198(N)    097 46 15.63515(W)     ADJUSTED  
 HF1006* NAVD 88     -       441.183  (meters)    1447.45   (feet)  ADJUSTED  
 HF1006  ___________________________________________________________________
 HF1006  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 HF1006  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 HF1006  DYNAMIC HT  -         440.831 (meters)    1446.29  (feet)  COMP
 HF1006  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 HF1006
 HF1006  HORZ ORDER  -  SECOND
 HF1006  VERT ORDER  -  SECOND    CLASS 0
 HF1006
 HF1006.The horizontal coordinates were established by classical geodetic methods
 HF1006.and adjusted by the National Geodetic Survey in October 1998..
 HF1006
 HF1006.The orthometric height was determined by differential leveling
 HF1006.and adjusted by the National Geodetic Survey in June 1991..
 HF1006
 HF1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1006
 HF1006.The geoid height was determined by GEOID03.
 HF1006
 HF1006.The dynamic height is computed by dividing the NAVD 88
 HF1006.geopotential number by the normal gravity value computed on the
 HF1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1006.degrees latitude (g = 980.6199 gals.).
 HF1006
 HF1006.The modeled gravity was interpolated from observed gravity values.
 HF1006
 HF1006;                    North         East     Units Scale Factor Converg.
 HF1006;SPC KS S     -   521,163.893   464,235.949   MT  0.99993987   +0 26 52.7
 HF1006;UTM  14      - 4,179,467.896   608,260.509   MT  0.99974436   +0 45 09.3
 HF1006
 HF1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1006!SPC KS S     -   0.99993523  x   0.99993987  =   0.99987510
 HF1006!UTM  14      -   0.99993523  x   0.99974436  =   0.99967961
 HF1006
 HF1006|---------------------------------------------------------------------|
 HF1006| PID    Reference Object                     Distance      Geod. Az  |
 HF1006|                                                           dddmmss.s |
 HF1006| HF1007 JAMES RM 1                           16.879 METERS 01304     |
 HF1006| HF1005 JAMES RM 2                           17.173 METERS 08517     |
 HF1006| HF1003 TARGET                              APPROX. 0.8 KM 1850444.0 |
 HF1006| HF1444 CHENEY MUNICIPAL TANK               APPROX.13.8 KM 1851948.0 |
 HF1006|---------------------------------------------------------------------|
 HF1006
 HF1006                          SUPERSEDED SURVEY CONTROL
 HF1006
 HF1006  NAD 83(1997)-  37 45 22.05004(N)    097 46 15.63559(W) AD(       ) 2
 HF1006  NAD 83(1986)-  37 45 22.05202(N)    097 46 15.63385(W) AD(       ) 2
 HF1006  NAD 27      -  37 45 22.01552(N)    097 46 14.45500(W) AD(       ) 2
 HF1006  NGVD 29 (??/??/92)  441.036  (m)         1446.97   (f) ADJ UNCH    2 0
 HF1006
 HF1006.Superseded values are not recommended for survey control.
 HF1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1006.See file dsdata.txt to determine how the superseded data were derived.
 HF1006
 HF1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0826179468(NAD 83)
 HF1006_MARKER: DS = TRIANGULATION STATION DISK
 HF1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1006_STAMPING: JAMES 1962
 HF1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1006+STABILITY: SURFACE MOTION
 HF1006
 HF1006  HISTORY     - Date     Condition        Report By
 HF1006  HISTORY     - 1962     MONUMENTED       CGS
 HF1006  HISTORY     - 1962     GOOD             CGS
 HF1006
 HF1006                          STATION DESCRIPTION
 HF1006
 HF1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1006'THE STATION IS ABOUT 8 MILES SOUTHWEST OF ANDALE, 8 MILES
 HF1006'NORTHWEST OF GARDEN PLAIN, 5 MILES NORTHEAST OF MT. VERNON,
 HF1006'2 MILES WEST OF THE VILLAGE OF OST AND IN PASTURE LAND OWNED
 HF1006'BY MR. JOHN J. HILGER.
 HF1006'
 HF1006'TO REACH THE STATION FROM THE POST OFFICE IN GARDEN PLAIN,
 HF1006'GO NORTH ON A BLACKTOP ROAD FOR 0.35 MILE TO U.S. HIGHWAY 54.
 HF1006'TURN LEFT, WEST, ON HIGHWAY 54 FOR 2.75 MILES TO A CROSSROAD.
 HF1006'TURN RIGHT, NORTH, ON A GRAVELED ROAD (THEN THE ROAD CHANGES
 HF1006'TO BLACKTOP) FOR 5.85 MILES TO A CROSSROAD AND THE VILLAGE OF
 HF1006'OST ON THE RIGHT.  CONTINUE AHEAD, NORTH, ON A BLACKTOP ROAD
 HF1006'FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT, WEST, ON A GRAVELED
 HF1006'ROAD FOR 2.0 MILES TO A DRIVEWAY ON THE LEFT AND A WIRE GATE
 HF1006'AT THE NORTHWEST CORNER OF A PASTURE.  BEAR LEFT, PASSING
 HF1006'THROUGH THE WIRE GATE AND GO SOUTH ALONG THE EAST SIDE OF A
 HF1006'FENCE FOR 0.5 MILE TO A FENCE CORNER.  TURN LEFT, EAST,
 HF1006'ALONG THE NORTH SIDE OF A FENCE FOR 0.05 MILE TO THE
 HF1006'STATION.
 HF1006'
 HF1006'STATION MARKS ARE STANDARD DISKS STAMPED JAMES 1962.  THE SURFACE
 HF1006'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 HF1006'THE SURFACE OF THE GROUND.  IT IS 30 FEET NORTH OF THE FENCE
 HF1006'AND 5.5 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 HF1006'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 28 INCHES BELOW
 HF1006'THE SURFACE OF THE GROUND.
 HF1006'
 HF1006'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JAMES NO 1 1962,
 HF1006'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HF1006'SURFACE OF THE GROUND.  IT IS 84 FEET NORTH OF THE FENCE.
 HF1006'
 HF1006'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JAMES NO 2 1962,
 HF1006'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HF1006'SURFACE OF THE GROUND.  IT IS 34 FEET NORTH OF THE FENCE.
 HF1006'
 HF1006'NOTE, TRIANGULATION STATION TARGET WAS USED FOR THE AZIMUTH
 HF1006'MARK, FOR INFORMATION ON THE MARK, SEE THE DESCRIPTION FOR
 HF1006'STATION TARGET.
 HF1006'
 HF1006'REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF1006
 HF1006                          STATION RECOVERY (1962)
 HF1006
 HF1006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF1006'12.5 MI NW FROM GARDEN PLAIN.
 HF1006'0.35 MILE NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF1006'GARDEN PLAIN, THENCE 2.75 MILES WEST ALONG U.S. HIGHWAY 54, THENCE
 HF1006'6.85 MILES NORTH ALONG GRAVEL ROAD, THENCE 2.0 MILES WEST ALONG
 HF1006'GRAVEL ROAD, THENCE 0.5 MILE SOUTH ALONG FENCELINE, THENCE 0.05
 HF1006'MILE EAST, 56.3 FEET WEST OF R.M. 2, 55.4 FEET SOUTH OF R.M. 1,
 HF1006'30 FEET NORTH OF A FENCE, 5.5 FEET EAST OF A METAL WITNESS POST,
 HF1006'SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1007 ***********************************************************************
 HF1007  DESIGNATION -  JAMES RM 1
 HF1007  PID         -  HF1007
 HF1007  STATE/COUNTY-  KS/RENO
 HF1007  USGS QUAD   -  HAVEN SE (1965)
 HF1007
 HF1007                         *CURRENT SURVEY CONTROL
 HF1007  ___________________________________________________________________
 HF1007* NAD 83(1986)-  37 45 22.     (N)    097 46 15.     (W)     SCALED    
 HF1007* NAVD 88     -       441.211  (meters)    1447.54   (feet)  ADJUSTED  
 HF1007  ___________________________________________________________________
 HF1007  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 HF1007  DYNAMIC HT  -         440.860 (meters)    1446.39  (feet)  COMP
 HF1007  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 HF1007
 HF1007  VERT ORDER  -  SECOND    CLASS 0
 HF1007
 HF1007.The horizontal coordinates were scaled from a topographic map and have
 HF1007.an estimated accuracy of +/- 6 seconds.
 HF1007
 HF1007.The orthometric height was determined by differential leveling
 HF1007.and adjusted by the National Geodetic Survey in June 1991..
 HF1007
 HF1007.The geoid height was determined by GEOID03.
 HF1007
 HF1007.The dynamic height is computed by dividing the NAVD 88
 HF1007.geopotential number by the normal gravity value computed on the
 HF1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1007.degrees latitude (g = 980.6199 gals.).
 HF1007
 HF1007.The modeled gravity was interpolated from observed gravity values.
 HF1007
 HF1007;                    North         East    Units  Estimated Accuracy
 HF1007;SPC KS S     -   521,160.      464,250.      MT  (+/- 180 meters Scaled)
 HF1007
 HF1007                          SUPERSEDED SURVEY CONTROL
 HF1007
 HF1007  NGVD 29 (??/??/92)  441.064  (m)         1447.06   (f) ADJ UNCH    2 0
 HF1007
 HF1007.Superseded values are not recommended for survey control.
 HF1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1007.See file dsdata.txt to determine how the superseded data were derived.
 HF1007
 HF1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG082794(NAD 83)
 HF1007_MARKER: DR = REFERENCE MARK DISK
 HF1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1007_STAMPING: JAMES NO 1 1962
 HF1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1007+STABILITY: SURFACE MOTION
 HF1007
 HF1007  HISTORY     - Date     Condition        Report By
 HF1007  HISTORY     - 1962     MONUMENTED       CGS
 HF1007
 HF1007                          STATION DESCRIPTION
 HF1007
 HF1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF1007'12.5 MI NW FROM GARDEN PLAIN.
 HF1007'0.35 MILE NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF1007'GARDEN PLAIN, THENCE 2.75 MILES WEST ALONG U.S. HIGHWAY 54, THENCE
 HF1007'6.85 MILES NORTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES WEST ALONG
 HF1007'A GRAVEL ROAD, THENCE 0.5 MILE SOUTH ALONG A FENCELINE, THENCE 0.05
 HF1007'MILE EAST, 84 FEET NORTH OF A FENCE, 55.4 FEET NORTH OF JAMES
 HF1007'1962, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1005 ***********************************************************************
 HF1005  DESIGNATION -  JAMES RM 2
 HF1005  PID         -  HF1005
 HF1005  STATE/COUNTY-  KS/RENO
 HF1005  USGS QUAD   -  HAVEN SE (1965)
 HF1005
 HF1005                         *CURRENT SURVEY CONTROL
 HF1005  ___________________________________________________________________
 HF1005* NAD 83(1986)-  37 45 22.     (N)    097 46 15.     (W)     SCALED    
 HF1005* NAVD 88     -       441.463  (meters)    1448.37   (feet)  ADJUSTED  
 HF1005  ___________________________________________________________________
 HF1005  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 HF1005  DYNAMIC HT  -         441.111 (meters)    1447.21  (feet)  COMP
 HF1005  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 HF1005
 HF1005  VERT ORDER  -  SECOND    CLASS 0
 HF1005
 HF1005.The horizontal coordinates were scaled from a topographic map and have
 HF1005.an estimated accuracy of +/- 6 seconds.
 HF1005
 HF1005.The orthometric height was determined by differential leveling
 HF1005.and adjusted by the National Geodetic Survey in June 1991..
 HF1005
 HF1005.The geoid height was determined by GEOID03.
 HF1005
 HF1005.The dynamic height is computed by dividing the NAVD 88
 HF1005.geopotential number by the normal gravity value computed on the
 HF1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1005.degrees latitude (g = 980.6199 gals.).
 HF1005
 HF1005.The modeled gravity was interpolated from observed gravity values.
 HF1005
 HF1005;                    North         East    Units  Estimated Accuracy
 HF1005;SPC KS S     -   521,160.      464,250.      MT  (+/- 180 meters Scaled)
 HF1005
 HF1005                          SUPERSEDED SURVEY CONTROL
 HF1005
 HF1005  NGVD 29 (??/??/92)  441.316  (m)         1447.88   (f) ADJ UNCH    2 0
 HF1005
 HF1005.Superseded values are not recommended for survey control.
 HF1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1005.See file dsdata.txt to determine how the superseded data were derived.
 HF1005
 HF1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG082794(NAD 83)
 HF1005_MARKER: DR = REFERENCE MARK DISK
 HF1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1005_STAMPING: JAMES NO 2 1962
 HF1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1005+STABILITY: SURFACE MOTION
 HF1005
 HF1005  HISTORY     - Date     Condition        Report By
 HF1005  HISTORY     - 1962     MONUMENTED       CGS
 HF1005
 HF1005                          STATION DESCRIPTION
 HF1005
 HF1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF1005'12.5 MI NW FROM GARDEN PLAIN.
 HF1005'0.35 MILE NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF1005'GARDEN PLAIN, THENCE 2.75 MILES WEST ALONG U.S. HIGHWAY 54, THENCE
 HF1005'6.85 MILES NORTH ALONG A GRAVEL ROAD, THENCE 2.0 MILES WEST
 HF1005'ALONG A GRAVEL ROAD, THENCE 0.5 MILE SOUTH ALONG A FENCELINE,
 HF1005'THENCE 0.05 MILE EAST, 56.3 FEET EAST OF JAMES 1962, 34 FEET NORTH
 HF1005'OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 HF1005'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0941 ***********************************************************************
 KF0941  DESIGNATION -  JAMESTOWN
 KF0941  PID         -  KF0941
 KF0941  STATE/COUNTY-  KS/REPUBLIC
 KF0941  USGS QUAD   -  KACKLEY (1965)
 KF0941
 KF0941                         *CURRENT SURVEY CONTROL
 KF0941  ___________________________________________________________________
 KF0941* NAD 83(1997)-  39 39 25.67199(N)    097 50 30.85206(W)     ADJUSTED  
 KF0941* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 KF0941  ___________________________________________________________________
 KF0941  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 KF0941  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 KF0941
 KF0941  HORZ ORDER  -  SECOND
 KF0941
 KF0941.The horizontal coordinates were established by classical geodetic methods
 KF0941.and adjusted by the National Geodetic Survey in October 1998..
 KF0941
 KF0941.The orthometric height was scaled from a topographic map.
 KF0941
 KF0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0941
 KF0941.The geoid height was determined by GEOID03.
 KF0941
 KF0941;                    North         East     Units Scale Factor Converg.
 KF0941;SPC KS N     -   146,972.139   413,567.511   MT  0.99998196   +0 06 00.1
 KF0941;UTM  14      - 4,390,344.077   599,348.699   MT  0.99972152   +0 44 20.9
 KF0941
 KF0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0941!SPC KS N     -   0.99993060  x   0.99998196  =   0.99991256
 KF0941!UTM  14      -   0.99993060  x   0.99972152  =   0.99965214
 KF0941
 KF0941:                Primary Azimuth Mark                     Grid Az
 KF0941:SPC KS N     -  JAMESTOWN AZ MK RESET                    014 43 49.9
 KF0941:UTM  14      -  JAMESTOWN AZ MK RESET                    014 05 29.1
 KF0941
 KF0941|---------------------------------------------------------------------|
 KF0941| PID    Reference Object                     Distance      Geod. Az  |
 KF0941|                                                           dddmmss.s |
 KF0941| CN8866 JAMESTOWN AZ MK RESET                              0144950.0 |
 KF0941| CN8865 JAMESTOWN AZ MK                                    0170550.7 |
 KF0941| CN8867 JAMESTOWN RM 1                       23.573 METERS 08135     |
 KF0941| CN8868 JAMESTOWN RM 2                       12.615 METERS 18606     |
 KF0941| KF0943 JAMESTOWN MUNICIPAL TANK            APPROX. 7.1 KM 1950320.4 |
 KF0941| KG0572 RANDALL MUNICIPAL TANK              APPROX.17.5 KM 2644211.7 |
 KF0941| KF0942 KACKLEY ADA LUTHERAN CHURCH         APPROX. 6.5 KM 3404531.2 |
 KF0941|---------------------------------------------------------------------|
 KF0941
 KF0941                          SUPERSEDED SURVEY CONTROL
 KF0941
 KF0941  NAD 83(1997)-  39 39 25.67443(N)    097 50 30.85105(W) AD(       ) 2
 KF0941  NAD 83(1986)-  39 39 25.67789(N)    097 50 30.85130(W) AD(       ) 2
 KF0941  NAD 27      -  39 39 25.64900(N)    097 50 29.69100(W) AD(       ) 2
 KF0941
 KF0941.Superseded values are not recommended for survey control.
 KF0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0941.See file dsdata.txt to determine how the superseded data were derived.
 KF0941
 KF0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ9934990344(NAD 83)
 KF0941_MARKER: DS = TRIANGULATION STATION DISK
 KF0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0941
 KF0941  HISTORY     - Date     Condition        Report By
 KF0941  HISTORY     - 1950     MONUMENTED       CGS
 KF0941  HISTORY     - 1966     GOOD             CGS
 KF0941
 KF0941                          STATION DESCRIPTION
 KF0941
 KF0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0941'THE STATION IS LOCATED ABOUT 4.0 MILES NORTH AND 1.0 MILE EAST
 KF0941'OF JAMESTOWN, 3.5 MILES WEST AND 2.5 MILES SOUTH OF NORWAY AND
 KF0941'ABOUT 0.25 MILE NORTH OF THE REPUBLIC AND CLOUD COUNTY LINES NEAR
 KF0941'THE FARM HOME OF MR. OTTO JORGENSEN.  IT IS 28.0 FEET WEST OF
 KF0941'THE CENTER OF A FARM DRIVEWAY BETWEEN TWO BUILDINGS, 21.0 FEET
 KF0941'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, AND 13.0 FEET
 KF0941'SOUTH OF A FARM ROAD AT THE SOUTH EDGE OF A CULTIVATED FIELD
 KF0941'AND 2.0 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 1 INCH
 KF0941'AND IS STAMPED JAMESTOWN 1950.
 KF0941'
 KF0941'REFERENCE MARK NO. 1 IS 25.0 FEET NORTH OF THE NORTHEAST CORNER
 KF0941'OF A CHICKEN HOUSE, 6.0 FEET NORTH OF THE NORTH EDGE OF A MULBERRY
 KF0941'HEDGE AND 6.0 FEET SOUTH OF THE CENTER OF A FARM ROAD.  IT IS
 KF0941'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 KF0941'JAMESTOWN NO 1 1950.
 KF0941'
 KF0941'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK CEMENTED
 KF0941'IN A DRILL HOLE IN THE TOP OF A CEMENT HEADWALL AT THE ENTRANCE
 KF0941'OF A ROOT CELLER.  IT IS 17.0 FEET EAST-SOUTHEAST OF THE CENTER OF
 KF0941'A GARAGE DOOR, 16.0 FEET WEST-NORTHWEST OF A POWERLINE POLE AND
 KF0941'3.0 FEET EAST OF THE CENTER OF CELLER DOOR.  IT IS SET FLUSH WITH
 KF0941'THE TOP OF THE HEADWALL AND IS STAMPED JAMESTOWN NO 2 1950.
 KF0941'
 KF0941'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KF0941'2 IS 96.4 FEET.
 KF0941'
 KF0941'THE AZIMUTH MARK IS 20.0 FEET EAST OF THE CENTER OF A GRADED
 KF0941'ROAD, 3.5 FEET SOUTH OF A POWERLINE POLE, AND 2.0 FEET SOUTH OF
 KF0941'A WITNESS POST AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE.  IT
 KF0941'PROJECTS 2 INCHES AND IS STAMPED JAMESTOWN 1950.
 KF0941'
 KF0941'TO REACH THE STATION FROM A T INTERSECTION WHERE STATE HIGHWAY
 KF0941'28 TURNS LEFT 0.15 MILE NORTH OF THE RAILROAD CROSSING IN
 KF0941'JAMESTOWN, GO EAST 0.3 MILE TO A CROSSROAD, TURN LEFT AND GO
 KF0941'NORTH 1.55 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 1.0
 KF0941'MILE TO A T ROAD NORTH, TURN LEFT AND GO NORTH 2.35 MILES TO A
 KF0941'FARM ROAD LEFT, TURN LEFT ON FARM ROAD AND GO WEST 0.2 MILE TO
 KF0941'THE FARM HOME OF MR. OTTO JORGENSEN AND THE STATION AS
 KF0941'DESCRIBED.
 KF0941'
 KF0941'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FARM ROAD
 KF0941'FOR 0.2 MILE TO A NORTH-SOUTH ROAD, TURN LEFT AND GO NORTH ON
 KF0941'GRADED ROAD FOR 0.7 MILE TO A POWERLINE POLE ON THE RIGHT AND THE
 KF0941'AZIMUTH MARK AS DESCRIBED.
 KF0941'
 KF0941'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0941
 KF0941                          STATION RECOVERY (1966)
 KF0941
 KF0941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF0941'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KF0941'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 KF0941'FOUND IN A GRADER DITCH AND THE MARK WAS EXPOSED AND HAD BEEN
 KF0941'DISTURBED.  ALL BUILDINGS ARE GONE FROM THE VICINITY OF THE
 KF0941'OF THE STATION.
 KF0941'
 KF0941'A NEW AZIMUTH MARK WAS SET.
 KF0941'
 KF0941'FOLLOWING IS A NEW TO REACH AND NOTES FOR ALL MARKS.
 KF0941'
 KF0941'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND STATE
 KF0941'HIGHWAY 28 WHICH IS ABOUT 0.3 MILE NORTH OF THE POST OFFICE IN
 KF0941'JAMESTOWN, GO EAST ON STATE HIGHWAY 28 FOR 0.35 MILE TO A
 KF0941'CROSSROAD AND JUNCTION WITH COUNTY ROAD 765.  TURN LEFT AND GO
 KF0941'NORTH ON COUNTY ROAD 765 FOR 1.4 MILES TO A CROSSROAD AND
 KF0941'JUNCTION WITH COUNTY ROAD 354.  TURN RIGHT AND GO EAST ON COUNTY
 KF0941'ROAD 354 FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 KF0941'AND GO NORTH ON A GRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD ON
 KF0941'THE RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.25 MILE
 KF0941'TO A DRIVEWAY ON THE LEFT.  (CONTINUE NORTH ON THE GRAVELED
 KF0941'ROAD FOR 0.75 MILE TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 KF0941'NORTHWEST ANGLE.) TURN LEFT AND GO WEST ON THE DRIVEWAY FOR
 KF0941'0.2 MILE TO THE STATION.
 KF0941'
 KF0941'STATION MARK, A STANDARD DISK STAMPED JAMESTOWN 1950, IS SET IN
 KF0941'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KF0941'SURFACE OF THE GROUND.  IT IS NEAR THE CENTER OF THE NORTH SIDE
 KF0941'OF BUILDINGS SITE, 13 FEET SOUTH OF THE CENTER OF A FARM ROAD
 KF0941'ALONG THE NORTH SIDE OF TREES, AND 1 FOOT EAST OF A METAL WITNESS
 KF0941'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KF0941'
 KF0941'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JAMESTOWN NO 1
 KF0941'1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KF0941'WITH THE SURFACE OF THE GROUND.  IT IS 7 FEET SOUTH OF THE CENTER
 KF0941'OF THE FARM ROAD ALONG THE NORTH SIDE OF TREES AND 5 FEET
 KF0941'NORTH OF THE NORTH ROW OF TREES.
 KF0941'
 KF0941'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JAMESTOWN NO 2 1950,
 KF0941'IS CEMENTED IN A DRILL HOLE IN A CONCRETE HEADWALL OF A CAVE
 KF0941'AND IS NEAR THE CENTER OF EAST END OF THE HEADWALL, AND THE MARK
 KF0941'IS ABOUT FLUSH.
 KF0941'
 KF0941'AZIMUTH MARK, A STANDARD DISK STAMPED JAMESTOWN 1950 RESET 1966,
 KF0941'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 KF0941'INCHES.  IT IS 29.5 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD,
 KF0941'25 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 11 FEET WEST
 KF0941'OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE, AND 1 FOOT EAST OF
 KF0941'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0943 ***********************************************************************
 KF0943  DESIGNATION -  JAMESTOWN MUNICIPAL TANK
 KF0943  PID         -  KF0943
 KF0943  STATE/COUNTY-  KS/CLOUD
 KF0943  USGS QUAD   -  JAMESTOWN (1966)
 KF0943
 KF0943                         *CURRENT SURVEY CONTROL
 KF0943  ___________________________________________________________________
 KF0943* NAD 83(1997)-  39 35 44.03944(N)    097 51 47.90990(W)     ADJUSTED  
 KF0943* NAVD 88     -                                                        
 KF0943  ___________________________________________________________________
 KF0943  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 KF0943  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 KF0943
 KF0943  HORZ ORDER  -  THIRD
 KF0943
 KF0943.The horizontal coordinates were established by classical geodetic methods
 KF0943.and adjusted by the National Geodetic Survey in October 1998..
 KF0943
 KF0943
 KF0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0943
 KF0943.The geoid height was determined by GEOID03.
 KF0943
 KF0943;                    North         East     Units Scale Factor Converg.
 KF0943;SPC KS N     -   140,133.944   411,740.904   MT  0.99997492   +0 05 11.4
 KF0943;UTM  14      - 4,383,487.725   597,598.871   MT  0.99971728   +0 43 28.4
 KF0943
 KF0943                          SUPERSEDED SURVEY CONTROL
 KF0943
 KF0943  NAD 83(1997)-  39 35 44.04400(N)    097 51 47.90581(W) AD(       ) 4
 KF0943  NAD 83(1986)-  39 35 44.04685(N)    097 51 47.90706(W) AD(       ) 4
 KF0943  NAD 27      -  39 35 44.04500(N)    097 51 46.73900(W) AD(       ) 3
 KF0943
 KF0943.Superseded values are not recommended for survey control.
 KF0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0943.See file dsdata.txt to determine how the superseded data were derived.
 KF0943
 KF0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ9759983488(NAD 83)
 KF0943_MARKER: 53 = ELEVATED TANK
 KF0943
 KF0943  HISTORY     - Date     Condition        Report By
 KF0943  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0943  HISTORY     - 1963     GOOD             CGS
 KF0943  HISTORY     - 1987     GOOD             NOS
 KF0943
 KF0943                          STATION DESCRIPTION
 KF0943
 KF0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0943'THE STATION IS LOCATED AT THE SOUTH EDGE OF JAMESTOWN, 40 FEET
 KF0943'SOUTH OF AN EAST-WEST ROAD AND IS SITUATED ON A KNOLL.
 KF0943'
 KF0943'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 KF0943'AND HAS AN OVERALL HEIGHT OF 135 FEET.  THE LETTERS JAMESTOWN
 KF0943'ARE PAINTED ON ITS NORTH AND SOUTH SIDES.
 KF0943'
 KF0943'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 KF0943
 KF0943                          STATION RECOVERY (1963)
 KF0943
 KF0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0943'THIS STATION WAS RECOVERED IN 1963 AND THE 1950 DESCRIPTION
 KF0943'BY RLE IS ADEQUATE.
 KF0943
 KF0943                          STATION RECOVERY (1987)
 KF0943
 KF0943'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KF0943'THE STATION WAS RECOVERED AT THIS DATE.
 KF0943'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KF0943'
 KF0943'RECOVERED BY J.D. SHEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0712 ***********************************************************************
 JG0712  DESIGNATION -  JANDA
 JG0712  PID         -  JG0712
 JG0712  STATE/COUNTY-  KS/ELLSWORTH
 JG0712  USGS QUAD   -  HOLYROOD NW (1964)
 JG0712
 JG0712                         *CURRENT SURVEY CONTROL
 JG0712  ___________________________________________________________________
 JG0712* NAD 83(1997)-  38 43 56.81442(N)    098 25 52.34585(W)     ADJUSTED  
 JG0712* NAVD 88     -       549.1    (meters)    1802.     (feet)  VERTCON   
 JG0712  ___________________________________________________________________
 JG0712  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 JG0712  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 JG0712
 JG0712  HORZ ORDER  -  FIRST
 JG0712
 JG0712.The horizontal coordinates were established by classical geodetic methods
 JG0712.and adjusted by the National Geodetic Survey in October 1998..
 JG0712
 JG0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0712
 JG0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0712
 JG0712.The geoid height was determined by GEOID03.
 JG0712
 JG0712;                    North         East     Units Scale Factor Converg.
 JG0712;SPC KS N     -    44,395.303   362,506.040   MT  0.99999749   -0 16 22.2
 JG0712;UTM  14      - 4,287,240.323   549,437.896   MT  0.99963010   +0 21 21.2
 JG0712
 JG0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0712!SPC KS N     -   0.99991799  x   0.99999749  =   0.99991548
 JG0712!UTM  14      -   0.99991799  x   0.99963010  =   0.99954812
 JG0712
 JG0712|---------------------------------------------------------------------|
 JG0712| PID    Reference Object                     Distance      Geod. Az  |
 JG0712|                                                           dddmmss.s |
 JG0712| CK9988 JANDA RM 1                          132.149 METERS 05927     |
 JG0712| CK9989 JANDA RM 2                          167.219 METERS 13709     |
 JG0712| CK9987 JANDA AZ MK                                        1725320.0 |
 JG0712| JG0713 ASTRO STAKE TEMPORARY                20.173 METERS 35018     |
 JG0712|---------------------------------------------------------------------|
 JG0712
 JG0712                          SUPERSEDED SURVEY CONTROL
 JG0712
 JG0712  NAD 83(1986)-  38 43 56.82232(N)    098 25 52.34610(W) AD(       ) 1
 JG0712  NAD 27      -  38 43 56.78586(N)    098 25 51.11318(W) AD(       ) 1
 JG0712  NGVD 29 (07/19/86)  548.9    (m)         1801.     (f) VERT ANG       
 JG0712
 JG0712.Superseded values are not recommended for survey control.
 JG0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0712.See file dsdata.txt to determine how the superseded data were derived.
 JG0712
 JG0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH4943887240(NAD 83)
 JG0712_MARKER: DS = TRIANGULATION STATION DISK
 JG0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0712_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0712
 JG0712  HISTORY     - Date     Condition        Report By
 JG0712  HISTORY     - 1967     MONUMENTED       CGS
 JG0712
 JG0712                          STATION DESCRIPTION
 JG0712
 JG0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JG0712'STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF BLACK WOLF, 8
 JG0712'MILES SOUTH-SOUTHEAST OF WILSON AND IN THE SE 1/4 OF SEC. 21,
 JG0712'T.15 S., R.10 W.  IT IS ON PROPERTY OWNED BY MR. FRED JANDA.
 JG0712'
 JG0712'TO REACH STATION FROM THE RAILROAD STATION IN WILSON, GO SOUTH ON A
 JG0712'PAVED ROAD FOR 2.6 MILES TO A CONCRETE RIVER BRIDGE.  CONTINUE SOUTH
 JG0712'ON WHAT IS NOW GRAVELED ROAD FOR 4.1 MILES TO A CROSSROAD.  TURN
 JG0712'LEFT AND GO EAST ON A GRAVELED ROAD FOR 2.0 MILES TO A T-ROAD
 JG0712'JUNCTION.  TURN LEFT AND GO NORTH FOR 0.15 MILE TO A FORK, TAKE
 JG0712'RIGHT FORK, THE MAIN TRAVELED GRAVEL ROAD AND GO EAST FOR 1.0 MILE
 JG0712'TO A CROSSROAD AND AZIMUTH MARK IN THE NORTHWEST CORNER AS
 JG0712'DESCRIBED.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO A DIM FIELD
 JG0712'ROAD ON THE LEFT.  TURN LEFT ON FIELD ROAD AND GO WEST FOR ABOUT
 JG0712'0.05 MILE TO STATION AS DESCRIBED.
 JG0712'
 JG0712'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 JG0712'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 JG0712'OF THE GROUND AND IS STAMPED JANDA 1967.  IT IS 92 FEET SOUTH OF A
 JG0712'FIELD ROAD AND AT ABOUT 10 FEET LOWER ELEVATION THAN THE HIGHEST
 JG0712'POINT OF THE FIELD.
 JG0712'
 JG0712'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN
 JG0712'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 JG0712'OF THE GROUND AND IS STAMPED JANDA NO 1 1967.  IT IS 29 FEET EAST
 JG0712'OF A GRAVELED ROAD, 6.7 FEET NORTH OF A METAL WITNESS POST AND 1.2
 JG0712'FEET WEST OF A NORTH-SOUTH FENCELINE.
 JG0712'
 JG0712'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN
 JG0712'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 JG0712'OF THE GROUND AND IS STAMPED JANDA NO 2 1967.  IT IS 27 FEET EAST
 JG0712'OF THE GRAVELED ROAD, 42.2 FEET NORTH OF THE NORTH SIDE OF A GATE,
 JG0712'4.4 FEET NORTHWEST OF A METAL WITNESS POST AND 2.2 FEET WEST OF
 JG0712'THE NORTH-SOUTH FENCELINE.
 JG0712'
 JG0712'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 JG0712'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 JG0712'AND IS STAMPED JANDA 1967.  IT IS 39 FEET WEST OF A NORTH-SOUTH
 JG0712'GRAVELED ROAD, 34 FEET NORTH OF AN EAST-WEST GRAVELED ROAD, 10.8
 JG0712'FEET WEST OF A POWERLINE POLE AND 3.7 FEET WEST OF A METAL
 JG0712'WITNESS POST.
 JG0712'
 JG0712'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0690 ***********************************************************************
 JG0690  DESIGNATION -  JANSSEN
 JG0690  PID         -  JG0690
 JG0690  STATE/COUNTY-  KS/ELLSWORTH
 JG0690  USGS QUAD   -  GENESEO (1978)
 JG0690
 JG0690                         *CURRENT SURVEY CONTROL
 JG0690  ___________________________________________________________________
 JG0690* NAD 83(1997)-  38 33 34.72032(N)    098 12 21.75483(W)     ADJUSTED  
 JG0690* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 JG0690  ___________________________________________________________________
 JG0690  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 JG0690  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 JG0690
 JG0690  HORZ ORDER  -  THIRD
 JG0690
 JG0690.The horizontal coordinates were established by classical geodetic methods
 JG0690.and adjusted by the National Geodetic Survey in October 1998..
 JG0690
 JG0690.The orthometric height was scaled from a topographic map.
 JG0690
 JG0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0690
 JG0690.The geoid height was determined by GEOID03.
 JG0690
 JG0690;                    North         East     Units Scale Factor Converg.
 JG0690;SPC KS N     -    25,143.481   382,040.624   MT  1.00002905   -0 07 49.3
 JG0690;SPC KS S     -   610,139.444   425,621.444   MT  0.99999862   +0 10 50.3
 JG0690;UTM  14      - 4,268,210.472   569,174.731   MT  0.99965893   +0 29 41.7
 JG0690
 JG0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0690!SPC KS N     -   0.99991744  x   1.00002905  =   0.99994649
 JG0690!SPC KS S     -   0.99991744  x   0.99999862  =   0.99991606
 JG0690!UTM  14      -   0.99991744  x   0.99965893  =   0.99957640
 JG0690
 JG0690|---------------------------------------------------------------------|
 JG0690| PID    Reference Object                     Distance      Geod. Az  |
 JG0690|                                                           dddmmss.s |
 JG0690| CK9991 JANSSEN RM 1                          6.781 METERS 11010     |
 JG0690| CK9990 JANSSEN AZ MK                                      1104656.4 |
 JG0690| CK9992 JANSSEN RM 2                          7.532 METERS 22143     |
 JG0690| JG0701 NORTHERN NAT GAS MAST KAC 970       APPROX.13.7 KM 2510554.1 |
 JG0690| JG0703 LORRAINE MUNICIPAL TANK             APPROX. 9.7 KM 2775431.7 |
 JG0690|---------------------------------------------------------------------|
 JG0690
 JG0690                          SUPERSEDED SURVEY CONTROL
 JG0690
 JG0690  NAD 83(1986)-  38 33 34.72820(N)    098 12 21.75490(W) AD(       ) 3
 JG0690  NAD 27      -  38 33 34.69400(N)    098 12 20.54700(W) AD(       ) 3
 JG0690
 JG0690.Superseded values are not recommended for survey control.
 JG0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0690.See file dsdata.txt to determine how the superseded data were derived.
 JG0690
 JG0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6917568210(NAD 83)
 JG0690_MARKER: DS = TRIANGULATION STATION DISK
 JG0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0690_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0690
 JG0690  HISTORY     - Date     Condition        Report By
 JG0690  HISTORY     - 1952     MONUMENTED       CGS
 JG0690  HISTORY     - 1973     GOOD             USE
 JG0690
 JG0690                          STATION DESCRIPTION
 JG0690
 JG0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0690'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF GENESEO, IN
 JG0690'SECTION 21, T 17 S, R 8 W, ON LAND OWNED BY MR. WILLIAM JANSSEN
 JG0690'WHO LIVES IN MC PHERSON, ON THE CREST OF A LOW HILL, 0.25
 JG0690'MILE WEST OF STATE HIGHWAY NO. 14, 56 FEET EAST OF THE CENTER
 JG0690'OF A TRACK ROAD, AND 5 FEET NORTH-NORTHEAST OF A 4 IN. X 4 IN.
 JG0690'WITNESS POST.
 JG0690'
 JG0690'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 14
 JG0690'AND STATE HIGHWAY NO. 4 ABOUT 2 MILES WEST OF GENESEO, GO NORTH
 JG0690'ON NO. 14 FOR 3.55 MILES TO THE AZIMUTH MARK ON THE LEFT.  TURN
 JG0690'LEFT, WEST, ON A TRACK ROAD FOR 0.25 MILE TO THE STATION.
 JG0690'
 JG0690'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED JANSSEN
 JG0690'1952.
 JG0690'
 JG0690'REFERENCE MARK NO. 1 IS ON THE CREST OF THE HILL, AND 22 FEET
 JG0690'EAST-SOUTHEAST OF THE 4 IN. X 4 IN. WITNESS POST.  IT PROJECTS
 JG0690'4 INCHES, AND THE DISK IS STAMPED JANSSEN NO 1 1952.
 JG0690'
 JG0690'REFERENCE MARK NO. 2 IS ON THE CREST OF THE HILL, AND 37 FEET
 JG0690'EAST OF THE CENTER OF THE TRACK ROAD.  IT PROJECTS 6 INCHES,
 JG0690'AND THE DISK IS STAMPED JANSSEN NO 2 1952.
 JG0690'
 JG0690'THE AZIMUTH MARK IS AT THE SOUTHEAST CORNER OF THE PASTURE,
 JG0690'ABOUT 100 YARDS SOUTHEAST OF A GROUP OF OIL STORAGE TANKS, 69
 JG0690'FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 14, 5 FEET WEST
 JG0690'OF A FENCE CORNER, AND 2 FEET WEST OF A 4 IN. X 4 IN. WITNESS
 JG0690'POST.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED JANSSEN
 JG0690'1952.
 JG0690
 JG0690                          STATION RECOVERY (1973)
 JG0690
 JG0690'RECOVERY NOTE BY US ENGINEERS 1973 (MB)
 JG0690'JANSSEN 1952 RECOVERED GOOD.
 JG0690'
 JG0690'NOTE AZ. MK. FOUND BUT NOT VISIBLE FROM STATION MARK JANSSEN.
 JG0690'
 JG0690'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI. NW GENECEO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0939 ***********************************************************************
 HG0939  DESIGNATION -  JANTZ RESET
 HG0939  PID         -  HG0939
 HG0939  STATE/COUNTY-  KS/KIOWA
 HG0939  USGS QUAD   -  IRON MOUNTAIN (1980)
 HG0939
 HG0939                         *CURRENT SURVEY CONTROL
 HG0939  ___________________________________________________________________
 HG0939* NAD 83(1997)-  37 28 37.09532(N)    099 08 51.58945(W)     ADJUSTED  
 HG0939* NAVD 88     -       640.     (meters)    2100.     (feet)  SCALED    
 HG0939  ___________________________________________________________________
 HG0939  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 HG0939  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 HG0939
 HG0939  HORZ ORDER  -  FIRST
 HG0939
 HG0939.The horizontal coordinates were established by classical geodetic methods
 HG0939.and adjusted by the National Geodetic Survey in October 1998..
 HG0939
 HG0939.The orthometric height was scaled from a topographic map.
 HG0939
 HG0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0939
 HG0939.The geoid height was determined by GEOID03.
 HG0939
 HG0939;                    North         East     Units Scale Factor Converg.
 HG0939;SPC KS S     -   490,130.414   342,714.911   MT  0.99996531   -0 23 52.8
 HG0939;UTM  14      - 4,147,796.676   486,943.980   MT  0.99960210   -0 05 23.4
 HG0939
 HG0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0939!SPC KS S     -   0.99990381  x   0.99996531  =   0.99986913
 HG0939!UTM  14      -   0.99990381  x   0.99960210  =   0.99950595
 HG0939
 HG0939|---------------------------------------------------------------------|
 HG0939| PID    Reference Object                     Distance      Geod. Az  |
 HG0939|                                                           dddmmss.s |
 HG0939| AI1355 JANTZ RM 1                           53.753 METERS 04355     |
 HG0939| AI1357 JANTZ AZ MK                                        0834600.5 |
 HG0939| AI1356 JANTZ RM 2                           50.108 METERS 31903     |
 HG0939|---------------------------------------------------------------------|
 HG0939
 HG0939                          SUPERSEDED SURVEY CONTROL
 HG0939
 HG0939  NAD 83(1997)-  37 28 37.10254(N)    099 08 51.58889(W) AD(       ) 1
 HG0939  NAD 83(1986)-  37 28 37.09926(N)    099 08 51.58479(W) AD(       ) 1
 HG0939  NAD 27      -  37 28 37.02732(N)    099 08 50.19492(W) AD(       ) 1
 HG0939
 HG0939.Superseded values are not recommended for survey control.
 HG0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0939.See file dsdata.txt to determine how the superseded data were derived.
 HG0939
 HG0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG8694447797(NAD 83)
 HG0939_MARKER: DS = TRIANGULATION STATION DISK
 HG0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0939_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0939_STAMPING: JANTZ 1934 1983
 HG0939_MARK LOGO: NGS   
 HG0939_PROJECTION: RECESSED 61 CENTIMETERS
 HG0939_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0939+STABILITY: SURFACE MOTION
 HG0939
 HG0939  HISTORY     - Date     Condition        Report By
 HG0939  HISTORY     - 1983     MONUMENTED       NGS
 HG0939
 HG0939                          STATION DESCRIPTION
 HG0939
 HG0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HG0939'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH
 HG0939'MARK WERE RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK HAD
 HG0939'BEEN REMOVED.  A NEW RECESSED STATION MARK WAS SET DIRECTLY OVER THE
 HG0939'UNDERGROUND MARK.  THE MARK WAS RECESSED BECAUSE THE STATION IS NOW
 HG0939'SITUATED IN A CULTIVATED FIELD.  RECENT RAIN PREVENTED DRIVING TO THE
 HG0939'AZIMUTH MARK THIS DATE AND IT WAS NOT OBSERVED UPON.  AN INVERSE
 HG0939'AZIMUTH WAS COMPUTED TO THE HAVILAND MUNICIPAL WATER TANK.  THE
 HG0939'DIRECTION TO REFERENCE MARK 1 WAS 78.1 SECONDS SMALLER THAN 1938 DATE
 HG0939'AND THE DIRECTION TO REFERENCE MARK 2 WAS 58.4 SECONDS LARGER THE
 HG0939'DISTANCE TO REFERENCE MARK 1 WAS 0.006 METER (0.020 FT) LONGER AND THE
 HG0939'DISTANCE TO REFERENCE MARK 2 WAS 0.025 METERS (0.082 FT) LONGER. THESE
 HG0939'DISTANCES AS WELL AS THE DISTANCE BETWEEN THE MARKS WERE MEASURED
 HG0939'ELECTRONICALLY ON THIS DATE.  THE REFERENCE MARKS ARE ADJACENT TO A
 HG0939'FENCE AND APPEAR UNDISTURBED AND ARE SOLID.  THE ANGLE BETWEEN THE
 HG0939'MARK WAS 137 SECONDS LARGER THAN 1938 OBSERVATIONS.  DUE TO THE OLD
 HG0939'FARM BUILDING BEING GONEAND ROAD CHANGES, A NEW DESCRIPTION FOLLOWS.
 HG0939'THE STATION IS LOCATED ABOUT 19 KM (11.80 MI) SOUTHEAST OF GREENSBORO,
 HG0939'16 KM (9.95 MI) SOUTH OF HAVILAND, 6.5 KM (4.05 MI) WEST-NORTHWEST OF
 HG0939'BELVIDERE, 0.4 KM (0.25 MI) EAST OF THE CENTER OF SEC 35, T 29 S, R 17
 HG0939'W, IN A CULTIVATED FIELD ON THE ANCHOR D RANCH AND ON PROPERTY OWNED
 HG0939'BY RICHARD ROBBINS, P.O BOX 1008, PRATTE, KANSAS 67124. TO REACH THE
 HG0939'STATION FROM THE GENERAL STORE AND POST OFFICE IN BELVIDERE, GO
 HG0939'SOUTHWEST ON A PAVED ROAD FOR 3.06 KM (1.90 MI) TO A FORK.  BEAR RIGHT
 HG0939'AND GO WEST AND NORTHWEST ON A GRADED ROAD FOR 5.79 KM (3.60 MI) TO A
 HG0939'FORK.  BEAR RIGHT AND GO NORTH, UPHILL, ON A GRADED ROAD FOR 4.51 KM
 HG0939'(2.80 MI) TO AN OLD SILO AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT
 HG0939'AND GO WEST ON THE TRACK ROAD FOR 0.24 KM (0.15 MI) TO A GATE.  PASS
 HG0939'THROUGH AND CONTINUE EAST AND SOUTH FOR 0.72 KM (0.45 MI) TO A GATE.
 HG0939'PASS THROUGH AND FOLLOW THE TRACK SOUTHEAST AND EAST, CROSSING A LARGE
 HG0939'DRAW, FOR 1.05 KM (0.65 MI) TO A FENCE CORNER.  TURN LEFT AND GO NORTH
 HG0939'ALONG THE FENCE FOR 0.16 KM (0.10 MI) TO A T-FENCE CORNER AND A GATE
 HG0939'ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO WEST FOR 0.08 KM
 HG0939'(0.05 MI) TO THE STATIN ON THE HIGHEST POINT OF THE HILL. THE STATION
 HG0939'IS A STANDARD NGS DISK STAMPED,---JANTZ 1934 1983---, SET INTO THE TOP
 HG0939'OF A ROUND CONCRETE MONUMENT, 14 INCHES (36 CM) IN DIAMETER, RECESSED
 HG0939'24 INCHES (61 CM) BELOW THE GROUND. REFERENCE MARK 1, IS A STANDARD
 HG0939'CGS DISK STAMPED,---JANTZ NO 1 1934---, SET INTO THE TOP OF A ROUND
 HG0939'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 4 INCHES
 HG0939'(10 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 0.3 METERS (1.0 FT)
 HG0939'SOUTH FROM AN EAST/WEST FENCE, 0.3 METERS (1.0 FT) WEST FROM A WITNESS
 HG0939'POST. REFERENCE MARK 2, IS A STANDARD CGS DISK STAMPED,---JANTZ NO 2
 HG0939'1934---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 HG0939'CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND. THE
 HG0939'STTAION IS LOCATED 0.3 METERS (1.0 FT) SOUTH FROM AN EAST/WEST FENCE,
 HG0939'0.3 METERS (1.0 FT) EAST FROM A WITHNESS POST AND 0.3 METERS (1.0 FT)
 HG0939'HIGHER THAN THE STATION.  AZIMUTH MARK 1, IS A STANDARD CGS DISK
 HG0939'STAMPED,---JANTZ 1934---, SET INTO THE TOP OF A ROUND CONCRETE
 HG0939'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM)
 HG0939'ABOVE THE GROUND.  TO REACH THE AZIMUTH MARK FROM THE FENCE CORNER
 HG0939'SOUTHEAST OF THE STATION, GO EASTERLY ACROSS PASTURE LAND FOR ABOUT
 HG0939'1.4 KM (0.85 MI) TO THE MARK ON THE SECOND RIDGE EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7125 ***********************************************************************
 DF7125  DESIGNATION -  JCBASE
 DF7125  PID         -  DF7125
 DF7125  STATE/COUNTY-  KS/JOHNSON
 DF7125  USGS QUAD   -  OCHELTREE (1991)
 DF7125
 DF7125                         *CURRENT SURVEY CONTROL
 DF7125  ___________________________________________________________________
 DF7125* NAD 83(1997)-  38 51 52.30785(N)    094 50 46.15974(W)     ADJUSTED  
 DF7125* NAVD 88     -       322.6    (meters)    1058.     (feet)  GPS OBS   
 DF7125  ___________________________________________________________________
 DF7125  X           -    -420,122.155 (meters)                     COMP
 DF7125  Y           -  -4,955,226.286 (meters)                     COMP
 DF7125  Z           -   3,980,800.574 (meters)                     COMP
 DF7125  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DF7125  ELLIP HEIGHT-         290.53  (meters)          (08/12/03) GPS OBS
 DF7125  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 DF7125
 DF7125  HORZ ORDER  -  A
 DF7125  ELLP ORDER  -  FOURTH    CLASS I
 DF7125
 DF7125.The horizontal coordinates were established by GPS observations
 DF7125.and adjusted by the National Geodetic Survey in August 2003..
 DF7125
 DF7125.The orthometric height was determined by GPS observations and a
 DF7125.high-resolution geoid model.
 DF7125
 DF7125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7125
 DF7125.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7125
 DF7125.The ellipsoidal height was determined by GPS observations
 DF7125.and is referenced to NAD 83.
 DF7125
 DF7125.The geoid height was determined by GEOID03.
 DF7125
 DF7125;                    North         East     Units Scale Factor Converg.
 DF7125;SPC KS N     -    63,734.502   673,665.453   MT  0.99997943   +1 59 43.7
 DF7125;UTM  15      - 4,303,363.025   339,827.814   MT  0.99991592   -1 09 31.2
 DF7125
 DF7125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7125!SPC KS N     -   0.99995442  x   0.99997943  =   0.99993385
 DF7125!UTM  15      -   0.99995442  x   0.99991592  =   0.99987034
 DF7125
 DF7125                          SUPERSEDED SURVEY CONTROL
 DF7125
 DF7125.No superseded survey control is available for this station.
 DF7125
 DF7125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3982803363(NAD 83)
 DF7125_MARKER: Z = SEE DESCRIPTION
 DF7125_SETTING: 0 = UNSPECIFIED SETTING
 DF7125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7125+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2002
 DF7125
 DF7125  HISTORY     - Date     Condition        Report By
 DF7125  HISTORY     - UNK      MONUMENTED       JCPWD
 DF7125  HISTORY     - 20020917 GOOD             JCPWD
 DF7125
 DF7125                          STATION DESCRIPTION
 DF7125
 DF7125'DESCRIBED BY JOHNSON CO PUB WORK DEPT 2002 (WM)
 DF7125'THESTATION IS A BASE STATION OPERATED BY JOHNSON COUNTY.  FOR
 DF7125'ADDITIONAL INFORMATION,
 DF7125'CONTACT MR. WAYNE MALNICOF, L.S., CHIEF SURVEYOR, JOHNSON COUNTY
 DF7125'PUBLIC WORKS, PHONE
 DF7125'913-715-8329.  THE POINT POSITIONED IS THE ANTENNA REFERENCE POINT
 DF7125'(ARP) OF TRIMBLE
 DF7125'ANTENNA P/N 22020-00+GP.
 DF7125' 
 DF7125' 
 DF7125'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7124 ***********************************************************************
 DF7124  CBN         -  This is a Cooperative Base Network Control Station.
 DF7124  DESIGNATION -  JCPW 1023
 DF7124  PID         -  DF7124
 DF7124  STATE/COUNTY-  KS/JOHNSON
 DF7124  USGS QUAD   -  WELLSVILLE (1973)
 DF7124
 DF7124                         *CURRENT SURVEY CONTROL
 DF7124  ___________________________________________________________________
 DF7124* NAD 83(1997)-  38 44 19.28940(N)    095 03 22.86768(W)     ADJUSTED  
 DF7124* NAVD 88     -       323.5    (meters)    1061.     (feet)  GPS OBS   
 DF7124  ___________________________________________________________________
 DF7124  X           -    -439,069.771 (meters)                     COMP
 DF7124  Y           -  -4,962,372.580 (meters)                     COMP
 DF7124  Z           -   3,969,914.057 (meters)                     COMP
 DF7124  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 DF7124  ELLIP HEIGHT-         291.69  (meters)          (08/12/03) GPS OBS
 DF7124  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 DF7124
 DF7124  HORZ ORDER  -  A
 DF7124  ELLP ORDER  -  FOURTH    CLASS I
 DF7124
 DF7124.The horizontal coordinates were established by GPS observations
 DF7124.and adjusted by the National Geodetic Survey in August 2003..
 DF7124
 DF7124.The orthometric height was determined by GPS observations and a
 DF7124.high-resolution geoid model.
 DF7124
 DF7124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7124
 DF7124.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7124
 DF7124.The ellipsoidal height was determined by GPS observations
 DF7124.and is referenced to NAD 83.
 DF7124
 DF7124.The geoid height was determined by GEOID03.
 DF7124
 DF7124;                    North         East     Units Scale Factor Converg.
 DF7124;SPC KS N     -    49,158.444   655,886.936   MT  0.99999652   +1 51 45.0
 DF7124;UTM  15      - 4,289,787.013   321,275.363   MT  0.99999336   -1 17 13.7
 DF7124
 DF7124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7124!SPC KS N     -   0.99995424  x   0.99999652  =   0.99995076
 DF7124!UTM  15      -   0.99995424  x   0.99999336  =   0.99994760
 DF7124
 DF7124                          SUPERSEDED SURVEY CONTROL
 DF7124
 DF7124.No superseded survey control is available for this station.
 DF7124
 DF7124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2127589787(NAD 83)
 DF7124_MARKER: DD = SURVEY DISK
 DF7124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7124_STAMPING: 7-86 1023
 DF7124_MARK LOGO: JCPWD 
 DF7124_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7124+STABILITY: SURFACE MOTION
 DF7124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7124+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 DF7124
 DF7124  HISTORY     - Date     Condition        Report By
 DF7124  HISTORY     - UNK      MONUMENTED       JCPWD
 DF7124  HISTORY     - 20030312 GOOD             NGS
 DF7124  HISTORY     - 20051015 GOOD             GEOCAC
 DF7124
 DF7124                          STATION DESCRIPTION
 DF7124
 DF7124'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (GMR)
 DF7124'THIS STATION WAS ESTABLISHED BY THE JOHNSON COUNTY PUBLIC WORKS
 DF7124'DEPARTMENT (JCPW).  IT
 DF7124'IS A BERNSTEN MONUMENT SET IN CONCRETE AND AROUND THE OUTER EDGE OF
 DF7124'THE ALUMINIUM
 DF7124'DISK IS INSCRIBED--JOHNSON COUNTY PUBLIC WORKS GPS CONTROL POINT.
 DF7124' 
 DF7124'THE STATION IS LOCATED ABOUT 5.63 KM (3.5 MI) SOUTHWEST OF EDGERTON,
 DF7124'4.02 KM (2.5 MI) NORTH
 DF7124'OF INTERSTATE HIGHWAY 35, 3.22 KM (2.0 MI) NORTHEAST OF WELLSVILLE, AT
 DF7124'THE SOUTHWEST
 DF7124'CORNER OF JOHNSON COUNTY AND THE SOUTHEAST CORNER OF DOUGLAS COUNTY,
 DF7124'AND IN SECTION
 DF7124'14, T 15 S, R 21 E.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.
 DF7124' 
 DF7124'TO REACH THE STATION FROM THE STATE HIGHWAY 33 INTERCHANGE AND
 DF7124'INTERSTATE HIGHWAY 35
 DF7124'(EXIT 198), ABOUT 0.80 KM (0.5 MI) SOUTH FROM WELLSVILLE, GO NORTH ON
 DF7124'STATE HIGHWAY 33 FOR
 DF7124'3.86 KM (2.4 MI) TO A GRAVEL CROSSROAD AT THE DOUGLAS COUNTY LINE.
 DF7124'TURN RIGHT AND GO
 DF7124'EAST ON THE GRAVEL ROAD (WOODSON RD) FOR 1.61 KM (1.0 MI) TO A STOP
 DF7124'SIGN AT THE
 DF7124'INTERSECTION OF COUNTY LINE ROAD AND STATION.
 DF7124' 
 DF7124'STATION IS RECESSED 7 CM BELOW GROUND.  LOCATED 10.67 M (35.0 FT)
 DF7124'NORTHEAST FROM THE
 DF7124'CENTER OF THE GRAVEL ROAD INTERSECTION, 8.84 M (29.0 FT) NORTH FROM
 DF7124'THE CENTER OF A
 DF7124'GRAVEL ROAD (215TH ST), 6.40 M (21.0 FT) EAST FROM THE CENTER OF THE
 DF7124'GRAVEL ROAD (COUNTY
 DF7124'LINE ROAD), 1.70 M (5.6 FT) NORTH FROM A METAL STREET SIGN POST, AND
 DF7124'0.13 M (0.43 FT) WEST
 DF7124'FROM A METAL JCPW WITNESS POST.
 DF7124' 
 DF7124' 
 DF7124'
 DF7124
 DF7124                          STATION RECOVERY (2005)
 DF7124
 DF7124'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 DF7124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0747 ***********************************************************************
 JH0747  DESIGNATION -  JCT
 JH0747  PID         -  JH0747
 JH0747  STATE/COUNTY-  KS/LANE
 JH0747  USGS QUAD   -  HEALY (1974)
 JH0747
 JH0747                         *CURRENT SURVEY CONTROL
 JH0747  ___________________________________________________________________
 JH0747* NAD 83(1997)-  38 36 53.45193(N)    100 30 20.82379(W)     ADJUSTED  
 JH0747* NAVD 88     -       853.     (meters)    2799.     (feet)  SCALED    
 JH0747  ___________________________________________________________________
 JH0747  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 JH0747  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 JH0747
 JH0747  HORZ ORDER  -  THIRD
 JH0747
 JH0747.The horizontal coordinates were established by classical geodetic methods
 JH0747.and adjusted by the National Geodetic Survey in October 1998..
 JH0747
 JH0747.The orthometric height was scaled from a topographic map.
 JH0747
 JH0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0747
 JH0747.The geoid height was determined by GEOID03.
 JH0747
 JH0747;                    North         East     Units Scale Factor Converg.
 JH0747;SPC KS S     -   618,106.088   225,319.811   MT  1.00000988   -1 13 57.4
 JH0747;UTM  14      - 4,275,112.457   368,904.186   MT  0.99981164   -0 56 23.5
 JH0747
 JH0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0747!SPC KS S     -   0.99987011  x   1.00000988  =   0.99987999
 JH0747!UTM  14      -   0.99987011  x   0.99981164  =   0.99968178
 JH0747
 JH0747:                Primary Azimuth Mark                     Grid Az
 JH0747:SPC KS S     -  SHIELDS KANS NEBR GAS MAST               001 24 15.9
 JH0747:UTM  14      -  SHIELDS KANS NEBR GAS MAST               001 06 42.0
 JH0747
 JH0747|---------------------------------------------------------------------|
 JH0747| PID    Reference Object                     Distance      Geod. Az  |
 JH0747|                                                           dddmmss.s |
 JH0747| JH0745 SHIELDS KANS NEBR GAS MAST          APPROX. 4.7 KM 0001018.5 |
 JH0747| CK9993 JCT AZ MK                                          0020422.9 |
 JH0747| CK9994 JCT RM 1                             30.297 METERS 08117     |
 JH0747| JH0670 SHIELDS FARMERS COOP ELEVATOR       APPROX. 3.9 KM 0913543.1 |
 JH0747| JH0749 JCT 2                                26.463 METERS 27745     |
 JH0747| CK9995 JCT RM 2                              9.470 METERS 35300     |
 JH0747|---------------------------------------------------------------------|
 JH0747
 JH0747                          SUPERSEDED SURVEY CONTROL
 JH0747
 JH0747  NAD 83(1986)-  38 36 53.45617(N)    100 30 20.82389(W) AD(       ) 3
 JH0747  NAD 27      -  38 36 53.40262(N)    100 30 19.31915(W) AD(       ) 3
 JH0747
 JH0747.Superseded values are not recommended for survey control.
 JH0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0747.See file dsdata.txt to determine how the superseded data were derived.
 JH0747
 JH0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH6890475112(NAD 83)
 JH0747_MARKER: DS = TRIANGULATION STATION DISK
 JH0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0747_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0747
 JH0747  HISTORY     - Date     Condition        Report By
 JH0747  HISTORY     - 1963     MONUMENTED       CGS
 JH0747  HISTORY     - 1965     SEE DESCRIPTION  CGS
 JH0747
 JH0747                          STATION DESCRIPTION
 JH0747
 JH0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0747'THE STATION IS LOCATED NEAR THE NORTH END OF A TRIANGLE FORMED BY THE
 JH0747'JUNCTION OF STATE HIGHWAYS 23 AND 4, ABOUT 9 MILES NORTH-NORTHWEST
 JH0747'OF DIGHTON, 6 MILES EAST OF HEALY AND 3-1/2 MILES WEST OF SHIELDS.
 JH0747'IT IS ON STATE HIGHWAY RIGHT-OF-WAY PROPERTY.
 JH0747'
 JH0747'TO REACH THE STATION FROM THE POST OFFICE IN HEALY, DRIVE EAST ON
 JH0747'STATE HIGHWAY 4 FOR 6.2 MILES TO THE JUNCTION OF STATE HIGHWAY 23.
 JH0747'TURN LEFT AND DRIVE NORTH ON STATE HIGHWAY 23 FOR 0.1 MILE TO A
 JH0747'REVERSE FORK AND THE STATION.
 JH0747'
 JH0747'TO REACH THE AZIMUTH MARK FROM THE STATION AND REVERSE FORK DRIVE
 JH0747'NORTH ON STATE HIGHWAY 23 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 JH0747'EAST SIDE OF THE HIGHWAY.
 JH0747'
 JH0747'THE STATION MARK IS A STANDARD DISK STAMPED. JCT 1963, SET IN THE
 JH0747'TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0747'DIAMETER AND SET FLUSH WITH THE GROUND SURFACE.  IT IS 100 FEET WEST
 JH0747'OF A METAL WITNESS POST WITH A SIGN ATTACHED, 46.5 FEET WEST OF THE
 JH0747'CENTER OF THE EAST FORK OF STATE HIGHWAY 23, 31.0 FEET SOUTH OF A
 JH0747'STOP SIGN WITH A WITNESS SIGN ATTACHED AND 25.5 FEET EAST OF THE
 JH0747'CENTER OF THE WEST FORK OF STATE HIGHWAY 23.
 JH0747'
 JH0747'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JCT NO 1 1963, SET IN THE
 JH0747'TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN
 JH0747'DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 JH0747'72-1/2 FEET EAST OF THE CENTER OF THE EAST FORK OF STATE HIGHWAY
 JH0747'23, 2.0 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED
 JH0747'AND 1.5 WEST OF A FENCE.
 JH0747'
 JH0747'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JCT NO 2 1963, SET IN
 JH0747'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 1 2 INCHES IN
 JH0747'DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 JH0747'26.5 FEET WEST OF THE CENTER OF THE EAST FORK OF STATE HIGHWAY 23,
 JH0747'21.0 FEET EAST OF THE CENTER OF THE WEST FORK OF STATE HIGHWAY 23
 JH0747'AND 1-1/2 FEET EAST OF A STOP SIGN WITH A WITNESS SIGN ATTACHED.
 JH0747'
 JH0747'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JCT 1963, SET IN THE TOP
 JH0747'OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES IN DIAMETER
 JH0747'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 58 FEET EAST
 JH0747'OF THE CENTER OF STATE HIGHWAY 23, 2.0 FEET SOUTHWEST OF A FENCE
 JH0747'CORNER AND 1.7 FEET SOUTH OF A METAL WITNESS POST WITH A SIGN
 JH0747'ATTACHED.
 JH0747
 JH0747                          STATION RECOVERY (1965)
 JH0747
 JH0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 JH0747'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 JH0747'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  DUE TO
 JH0747'NEW ROAD CONSTRUCTION BY THE STATE HIGHWAY DEPARTMENT IT WAS
 JH0747'NECESSARY TO ESTABLISH 1 NEW REFERENCE MARK AND A JCT 2 STATION.
 JH0747'THE ORIGINAL STATION MARK AND REFERENCE MARK NO. 2 WERE DESTROYED
 JH0747'WHEN THE WORK WAS COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0749 ***********************************************************************
 JH0749  DESIGNATION -  JCT 2
 JH0749  PID         -  JH0749
 JH0749  STATE/COUNTY-  KS/LANE
 JH0749  USGS QUAD   -  HEALY (1974)
 JH0749
 JH0749                         *CURRENT SURVEY CONTROL
 JH0749  ___________________________________________________________________
 JH0749* NAD 83(1997)-  38 36 53.56759(N)    100 30 21.90765(W)     ADJUSTED  
 JH0749* NAVD 88     -       853.     (meters)    2799.     (feet)  SCALED    
 JH0749  ___________________________________________________________________
 JH0749  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 JH0749  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 JH0749
 JH0749  HORZ ORDER  -  SECOND
 JH0749
 JH0749.The horizontal coordinates were established by classical geodetic methods
 JH0749.and adjusted by the National Geodetic Survey in October 1998..
 JH0749
 JH0749.The orthometric height was scaled from a topographic map.
 JH0749
 JH0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0749
 JH0749.The geoid height was determined by GEOID03.
 JH0749
 JH0749;                    North         East     Units Scale Factor Converg.
 JH0749;SPC KS S     -   618,110.218   225,293.672   MT  1.00000989   -1 13 58.1
 JH0749;UTM  14      - 4,275,116.452   368,878.032   MT  0.99981172   -0 56 24.2
 JH0749
 JH0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0749!SPC KS S     -   0.99987011  x   1.00000989  =   0.99988000
 JH0749!UTM  14      -   0.99987011  x   0.99981172  =   0.99968186
 JH0749
 JH0749:                Primary Azimuth Mark                     Grid Az
 JH0749:SPC KS S     -  SHIELDS KANS NEBR GAS MAST               001 43 35.2
 JH0749:UTM  14      -  SHIELDS KANS NEBR GAS MAST               001 26 01.3
 JH0749
 JH0749|---------------------------------------------------------------------|
 JH0749| PID    Reference Object                     Distance      Geod. Az  |
 JH0749|                                                           dddmmss.s |
 JH0749| JH0745 SHIELDS KANS NEBR GAS MAST          APPROX. 4.7 KM 0002937.1 |
 JH0749| CK9993 JCT AZ MK                                          0043731.7 |
 JH0749| CK9994 JCT RM 1                             42.230 METERS 08857     |
 JH0749| JH0670 SHIELDS FARMERS COOP ELEVATOR       APPROX. 3.9 KM 0913811.3 |
 JH0749| JH0747 JCT                                  26.463 METERS 09745     |
 JH0749| CK9996 JCT 2 RM 3                           24.600 METERS 18151     |
 JH0749|---------------------------------------------------------------------|
 JH0749
 JH0749                          SUPERSEDED SURVEY CONTROL
 JH0749
 JH0749  NAD 83(1986)-  38 36 53.57183(N)    100 30 21.90776(W) AD(       ) 2
 JH0749  NAD 27      -  38 36 53.51833(N)    100 30 20.40297(W) AD(       ) 2
 JH0749
 JH0749.Superseded values are not recommended for survey control.
 JH0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0749.See file dsdata.txt to determine how the superseded data were derived.
 JH0749
 JH0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH6887875116(NAD 83)
 JH0749_MARKER: DS = TRIANGULATION STATION DISK
 JH0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0749
 JH0749  HISTORY     - Date     Condition        Report By
 JH0749  HISTORY     - 1965     MONUMENTED       CGS
 JH0749  HISTORY     - 1967     GOOD             CGS
 JH0749
 JH0749                          STATION DESCRIPTION
 JH0749
 JH0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (CFO)
 JH0749'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF DIGHTON, 6
 JH0749'MILES EAST OF HEALY AND 0.4 MILE WEST OF THE SHIELDS FARMERS COOP
 JH0749'ELEVATOR, NEAR THE JUNCTION OF STATE HIGHWAYS 4 AND 23.  THE
 JH0749'STATION MARK IS 844 FEET NORTH OF THE CENTER LINE OF HIGHWAY 4, 59
 JH0749'FEET WEST OF THE CENTER LINE OF HIGHWAY 23, 1.0 FOOT EAST OF THE
 JH0749'FENCE LINE AND 1.0 FOOT NORTH OF A METAL WITNESS POST.  A STANDARD
 JH0749'DISK, STAMPED, JCT 2 1965, IN THE TOP OF A CONCRETE MONUMENT AND
 JH0749'PROJECTING 5-INCHES ABOVE THE GROUND.
 JH0749'
 JH0749'REFERENCE MARK NO. 1 IS 124 FEET EAST OF CENTER LINE OF HIGHWAY 23,
 JH0749'2.0 FEET SOUTH OF A METAL WITNESS POST AND 1.5 FOOT WEST OF THE
 JH0749'FENCE LINE.  A STANDARD DISK, STAMPED, JCT NO 1 1963, IN THE TOP OF
 JH0749'A CONCRETE MONUMENT PROJECTING 4-INCHES ABOVE THE GROUND.
 JH0749'
 JH0749'REFERENCE MARK NO. 3 IS 768 FEET NORTH OF CENTER LINE OF HIGHWAY 4,
 JH0749'59 FEET WEST OF CENTER LINE OF HIGHWAY 23 AND 1 FOOT EAST OF THE
 JH0749'FENCE LINE.  A STANDARD DISK, STAMPED, JCT 2 NO 3 1965, IN THE TOP
 JH0749'OF A CONCRETE MONUMENT PROJECTING 4-INCHES ABOVE THE GROUND.
 JH0749'
 JH0749'AZIMUTH MARK IS 0.4 MILE NORTH OF THE STATION, 58 FEET EAST OF CENTER
 JH0749'LINE OF STATE HIGHWAY 23, 2.0 FEET SOUTH OF A FENCE CORNER AND 1.5
 JH0749'FEET SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK,
 JH0749'STAMPEDED, JCT 1963, IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 JH0749'4-INCHES ABOVE THE GROUND.
 JH0749'
 JH0749'TO REACH THE STATION FROM THE POST OFFICE AT HEALY, GO EAST ON STATE
 JH0749'HIGHWAY 4 FOR 6.25 MILES TO A SIDE ROAD LEFT AND JUNCTION OF HIGHWAY
 JH0749'23, TURN LEFT, GO NORTH 0.15 MILE TO THE STATION ON THE LEFT, WEST
 JH0749'SIDE OF THE ROAD.
 JH0749'
 JH0749'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 JH0749
 JH0749                          STATION RECOVERY (1967)
 JH0749
 JH0749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CLN)
 JH0749'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THIS STATION
 JH0749'WAS OCCUPIED THIS DATE TO VERIFY THE DIRECTIONS TO THE OBJECTS
 JH0749'LISTED ABOVE.  THE AZIMUTH MARK APPEARED TO BE IN VERY GOOD
 JH0749'CONDITION AND UNDISTURBED.  THE DIRECTIONS TO THE REFERENCE MARKS
 JH0749'WERE NOT OBSERVED THIS DATE.
 JH0749'
 JH0749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES EAST OF
 JH0749'HEALY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5427 ***********************************************************************
 AE5427  CBN         -  This is a Cooperative Base Network Control Station.
 AE5427  DESIGNATION -  JEAN
 AE5427  PID         -  AE5427
 AE5427  STATE/COUNTY-  KS/FINNEY
 AE5427  USGS QUAD   -  GARDEN CITY WEST (1983)
 AE5427
 AE5427                         *CURRENT SURVEY CONTROL
 AE5427  ___________________________________________________________________
 AE5427* NAD 83(1997)-  37 59 46.41959(N)    100 52 59.32463(W)     ADJUSTED  
 AE5427* NAVD 88     -       876.8    (meters)    2877.     (feet)  GPS OBS   
 AE5427  ___________________________________________________________________
 AE5427  X           -    -950,331.112 (meters)                     COMP
 AE5427  Y           -  -4,942,829.536 (meters)                     COMP
 AE5427  Z           -   3,905,638.125 (meters)                     COMP
 AE5427  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AE5427  ELLIP HEIGHT-         851.38  (meters)          (08/16/04) GPS OBS
 AE5427  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 AE5427
 AE5427  HORZ ORDER  -  B
 AE5427  ELLP ORDER  -  FOURTH    CLASS II
 AE5427
 AE5427.The horizontal coordinates were established by GPS observations
 AE5427.and adjusted by the National Geodetic Survey in December 1997..
 AE5427
 AE5427.The orthometric height was determined by GPS observations and a
 AE5427.high-resolution geoid model.
 AE5427
 AE5427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5427
 AE5427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5427
 AE5427.The ellipsoidal height was determined by GPS observations
 AE5427.and is referenced to NAD 83.
 AE5427
 AE5427.The geoid height was determined by GEOID03.
 AE5427
 AE5427;                    North         East     Units Scale Factor Converg.
 AE5427;SPC KS S     -   550,236.276   190,707.733   MT  0.99993686   -1 27 52.2
 AE5427;UTM  14      - 4,207,069.609   334,649.088   MT  0.99993675   -1 09 34.4
 AE5427
 AE5427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5427!SPC KS S     -   0.99986642  x   0.99993686  =   0.99980329
 AE5427!UTM  14      -   0.99986642  x   0.99993675  =   0.99980318
 AE5427
 AE5427                          SUPERSEDED SURVEY CONTROL
 AE5427
 AE5427  ELLIP H (12/22/97)  851.40   (m)                       GP(       ) 4 1
 AE5427
 AE5427.Superseded values are not recommended for survey control.
 AE5427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5427.See file dsdata.txt to determine how the superseded data were derived.
 AE5427
 AE5427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3464907070(NAD 83)
 AE5427_MARKER: A = ALUMINUM MARKER
 AE5427_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE5427_STAMPING: JEAN 1997
 AE5427_MARK LOGO: KS1950
 AE5427_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5427+STABILITY: SURFACE MOTION
 AE5427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5427+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE5427
 AE5427  HISTORY     - Date     Condition        Report By
 AE5427  HISTORY     - 1997     MONUMENTED       KS1950
 AE5427
 AE5427                          STATION DESCRIPTION
 AE5427
 AE5427'DESCRIBED BY CITY OF GARDEN CITY KANSAS 1997 (HLW)
 AE5427'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF GARDEN CITY, ON
 AE5427'HIGHWAY RIGHT-OF-WAY, EAST OF AND ACROSS THE HIGHWAY FROM THE
 AE5427'BROOKOVER CATTLE FEED LOT, AND IN THE NORTHWEST QUARTER OF SECTION 6,
 AE5427'T 24 S, R 33 W.  NOTE, CITY SURVEYOR, HAROLD L. WILLIAMS, R.L.S. PHONE
 AE5427'316-276-1130.  OWNERSHIP--KANSAS DEPARTMENT OF TRANSPORTATION.  TO
 AE5427'REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 83/50 BUSINESS
 AE5427'AND MARY STREET, ON THE WEST EDGE OF GARDEN CITY, GO NORTH ON U.S.
 AE5427'HIGHWAY 83/50 BUSINESS FOR 0.72 KM (0.45 MI) TO THE STATION ON THE
 AE5427'RIGHT, JUST BEFORE REACHING AN ENTRANCE TO THE GARDINER MINI-STORAGE
 AE5427'AREA ON THE RIGHT.  ALSO, STATION IS 0.80 KM (0.50 MI) SOUTH FROM THE
 AE5427'4-WAY STOP AT THE INTERSECTION U.S. HIGHWAY 83/50 BUSINESS AND U.S.
 AE5427'HIGHWAY 83/50/400 BYPASS ON THE NORTHWEST EDGE OF GARDEN CITY.  THE
 AE5427'STATION IS A 2-1/2 INCH ALUMINUM CAP CEMENTED IN THE TOP OF A 2-INCH
 AE5427'PVC PIPE AND SURROUNDED BY AN IRREGULAR MASS OF CONCRETE.  ACCESS IS
 AE5427'HAD THROUGH A 5-INCH LOGO CAP PROJECTING 3 CM ABOVE GROUND.  THE
 AE5427'UNDERGROUND MARK IS A 2-1/2 ALUMINUM CAP CEMENTED IN THE TOP OF A
 AE5427'2-INCH PVC PIPE SURROUNDED BY AN IRREGULAR MASS OF CONCRETE AND IS
 AE5427'1.40 M (4.59 FT) BELOW GROUND SURFACE.  LOCATED 22.5 M (73.8 FT) EAST
 AE5427'FROM THE CENTER OF THE HIGHWAY, 2.91 M (9.55 FT) NORTH FROM A METAL
 AE5427'TELEPHONE PEDESTAL AND 0.40 M (1.31 FT) WEST FROM A FIBERGLASS WITNESS
 AE5427'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0735 ***********************************************************************
 KH0735  DESIGNATION -  JENNINGS
 KH0735  PID         -  KH0735
 KH0735  STATE/COUNTY-  KS/DECATUR
 KH0735  USGS QUAD   -  JENNINGS (1978)
 KH0735
 KH0735                         *CURRENT SURVEY CONTROL
 KH0735  ___________________________________________________________________
 KH0735* NAD 83(1997)-  39 43 35.75347(N)    100 18 05.00975(W)     ADJUSTED  
 KH0735* NAVD 88     -       765.     (meters)    2510.     (feet)  SCALED    
 KH0735  ___________________________________________________________________
 KH0735  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 KH0735  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 KH0735
 KH0735  HORZ ORDER  -  THIRD
 KH0735
 KH0735.The horizontal coordinates were established by classical geodetic methods
 KH0735.and adjusted by the National Geodetic Survey in October 1998..
 KH0735
 KH0735.The orthometric height was scaled from a topographic map.
 KH0735
 KH0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0735
 KH0735.The geoid height was determined by GEOID03.
 KH0735
 KH0735;                    North         East     Units Scale Factor Converg.
 KH0735;SPC KS N     -   157,180.062   202,716.721   MT  0.99999129   -1 27 22.0
 KH0735;UTM  14      - 4,398,222.615   388,470.063   MT  0.99975314   -0 49 54.6
 KH0735
 KH0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0735!SPC KS N     -   0.99988382  x   0.99999129  =   0.99987512
 KH0735!UTM  14      -   0.99988382  x   0.99975314  =   0.99963699
 KH0735
 KH0735|---------------------------------------------------------------------|
 KH0735| PID    Reference Object                     Distance      Geod. Az  |
 KH0735|                                                           dddmmss.s |
 KH0735| CN8883 JENNINGS RM 2                        19.992 METERS 00345     |
 KH0735| CN8882 JENNINGS RM 1                        21.187 METERS 08908     |
 KH0735| CN8881 JENNINGS AZ MK                                     0983119.8 |
 KH0735|---------------------------------------------------------------------|
 KH0735
 KH0735                          SUPERSEDED SURVEY CONTROL
 KH0735
 KH0735  NAD 83(1997)-  39 43 35.75742(N)    100 18 05.01134(W) AD(       ) 3
 KH0735  NAD 83(1986)-  39 43 35.75826(N)    100 18 05.01291(W) AD(       ) 3
 KH0735  NAD 27      -  39 43 35.75200(N)    100 18 03.51800(W) AD(       ) 3
 KH0735
 KH0735.Superseded values are not recommended for survey control.
 KH0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0735.See file dsdata.txt to determine how the superseded data were derived.
 KH0735
 KH0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ8847098223(NAD 83)
 KH0735_MARKER: DS = TRIANGULATION STATION DISK
 KH0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0735
 KH0735  HISTORY     - Date     Condition        Report By
 KH0735  HISTORY     - 1950     MONUMENTED       CGS
 KH0735  HISTORY     - 1952     GOOD             CGS
 KH0735
 KH0735                          STATION DESCRIPTION
 KH0735
 KH0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0735'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF JENNINGS, 35 FEET
 KH0735'SOUTH OF THE CENTER AND ON THE RIGHT-OF-WAY OF AN EAST-WEST
 KH0735'DIRT ROAD.  IT IS 10 FEET EAST OF A FENCE CORNER.  IT IS
 KH0735'STAMPED JENNINGS 1950 AND PROJECTS 4 INCHES.
 KH0735'
 KH0735'REFERENCE MARK NO. 1 IS 33 FEET SOUTH OF THE CENTER OF AN
 KH0735'EAST-WEST DIRT ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 KH0735'IT IS STAMPED JENNINGS NO 1 1950 AND PROJECTS 3 INCHES.
 KH0735'
 KH0735'REFERENCE MARK NO. 2 IS 30 FEET NORTH OF THE CENTER OF AN
 KH0735'EAST-WEST DIRT ROAD AND 2.5 FEET EAST OF A FENCE CORNER.  IT
 KH0735'IS STAMPED JENNINGS NO 2 1950 AND PROJECTS 3 INCHES.
 KH0735'
 KH0735'THE AZIMUTH MARK IS 33 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 KH0735'GRAVELED ROAD, 0.1 MILE SOUTH OF A CROSSROAD AND 1.5 FEET WEST
 KH0735'OF A TELEPHONE POLE.  IT IS STAMPED JENNINGS 1950 AND PROJECTS
 KH0735'4 INCHES.
 KH0735'
 KH0735'TO REACH THE STATION FROM THE DEPOT IN JENNINGS, GO NORTHEAST
 KH0735'ON U.S. HIGHWAY 383 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT
 KH0735'AND GO NORTH FOR 2.9 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 KH0735'DESCRIBED.  CONTINUE NORTH FOR 0.1 MILE TO A CROSSROAD, TURN
 KH0735'LEFT AND GO WEST 0.5 MILE TO THE STATION ON THE LEFT AS
 KH0735'DESCRIBED.
 KH0735'
 KH0735'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KH0735
 KH0735                          STATION RECOVERY (1952)
 KH0735
 KH0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFS)
 KH0735'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KH0735'FOUND IN GOOD CONDITION.  THERE IS A NEW STEEL WITNESS POST
 KH0735'WITH A SIGN 1 FOOT SOUTH OF THE STATION MARK.  THE ROAD ALONG THE
 KH0735'AZIMUTH MARK HAS BEEN GRADED AND A MOUNT OF DIRT LEFT AROUND THE
 KH0735'AZIMUTH MARK.  THIS DIRT WAS LEVELED OFF AND A NEW STEEL WITNESS
 KH0735'POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.  THE 1950
 KH0735'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0736 ***********************************************************************
 KH0736  DESIGNATION -  JENNINGS MUNICIPAL TANK
 KH0736  PID         -  KH0736
 KH0736  STATE/COUNTY-  KS/DECATUR
 KH0736  USGS QUAD   -  JENNINGS (1978)
 KH0736
 KH0736                         *CURRENT SURVEY CONTROL
 KH0736  ___________________________________________________________________
 KH0736* NAD 83(1997)-  39 40 37.18833(N)    100 17 31.97060(W)     ADJUSTED  
 KH0736* NAVD 88     -                                                        
 KH0736  ___________________________________________________________________
 KH0736  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 KH0736  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 KH0736
 KH0736  HORZ ORDER  -  THIRD
 KH0736
 KH0736.The horizontal coordinates were established by classical geodetic methods
 KH0736.and adjusted by the National Geodetic Survey in October 1998..
 KH0736
 KH0736
 KH0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0736
 KH0736.The geoid height was determined by GEOID03.
 KH0736
 KH0736;                    North         East     Units Scale Factor Converg.
 KH0736;SPC KS N     -   151,654.746   203,363.897   MT  0.99998448   -1 27 01.1
 KH0736;UTM  14      - 4,392,705.985   389,177.281   MT  0.99975121   -0 49 30.4
 KH0736
 KH0736                          SUPERSEDED SURVEY CONTROL
 KH0736
 KH0736  NAD 83(1997)-  39 40 37.19072(N)    100 17 31.97192(W) AD(       ) 4
 KH0736  NAD 83(1986)-  39 40 37.19256(N)    100 17 31.97339(W) AD(       ) 4
 KH0736  NAD 27      -  39 40 37.18200(N)    100 17 30.48100(W) AD(       ) 3
 KH0736
 KH0736.Superseded values are not recommended for survey control.
 KH0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0736.See file dsdata.txt to determine how the superseded data were derived.
 KH0736
 KH0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ8917792706(NAD 83)
 KH0736_MARKER: 53 = ELEVATED TANK
 KH0736
 KH0736  HISTORY     - Date     Condition        Report By
 KH0736  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0736
 KH0736                          STATION DESCRIPTION
 KH0736
 KH0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0736'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT HILL AT
 KH0736'THE SOUTHEAST EDGE OF JENNINGS.
 KH0736'
 KH0736'IT IS A LARGE TANK (PAINTED BLACK) THAT IS SUPPORTED BY A
 KH0736'FOUR-LEGGED STEEL STRUCTURE AND HAS AN OVER ALL HEIGHT OF 70 FEET.
 KH0736'
 KH0736'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1331 ***********************************************************************
 HF1331  DESIGNATION -  JERRY
 HF1331  PID         -  HF1331
 HF1331  STATE/COUNTY-  KS/SUMNER
 HF1331  USGS QUAD   -  SOUTH HAVEN NE (1964)
 HF1331
 HF1331                         *CURRENT SURVEY CONTROL
 HF1331  ___________________________________________________________________
 HF1331* NAD 83(1997)-  37 10 09.76301(N)    097 19 55.91696(W)     ADJUSTED  
 HF1331* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 HF1331  ___________________________________________________________________
 HF1331  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 HF1331  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HF1331
 HF1331  HORZ ORDER  -  SECOND
 HF1331
 HF1331.The horizontal coordinates were established by classical geodetic methods
 HF1331.and adjusted by the National Geodetic Survey in October 1998..
 HF1331
 HF1331.The orthometric height was scaled from a topographic map.
 HF1331
 HF1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1331
 HF1331.The geoid height was determined by GEOID03.
 HF1331
 HF1331;                    North         East     Units Scale Factor Converg.
 HF1331;SPC KS S     -   456,443.581   503,716.299   MT  1.00002055   +0 43 03.5
 HF1331;UTM  14      - 4,114,964.600   648,070.251   MT  0.99987009   +1 00 28.2
 HF1331
 HF1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1331!SPC KS S     -   0.99994249  x   1.00002055  =   0.99996304
 HF1331!UTM  14      -   0.99994249  x   0.99987009  =   0.99981259
 HF1331
 HF1331|---------------------------------------------------------------------|
 HF1331| PID    Reference Object                     Distance      Geod. Az  |
 HF1331|                                                           dddmmss.s |
 HF1331| CL4590 JERRY RM 1                           11.893 METERS 08726     |
 HF1331| CL4589 JERRY AZ MK                                        1651207.2 |
 HF1331| CL4591 JERRY RM 2                            8.977 METERS 18538     |
 HF1331| HF1341 ROME GRAIN ELEVATOR                 APPROX. 5.4 KM 2585928.1 |
 HF1331|---------------------------------------------------------------------|
 HF1331
 HF1331                          SUPERSEDED SURVEY CONTROL
 HF1331
 HF1331  NAD 83(1997)-  37 10 09.76492(N)    097 19 55.91205(W) AD(       ) 2
 HF1331  NAD 83(1986)-  37 10 09.77248(N)    097 19 55.90690(W) AD(       ) 2
 HF1331  NAD 27      -  37 10 09.68421(N)    097 19 54.74979(W) AD(       ) 2
 HF1331
 HF1331.Superseded values are not recommended for survey control.
 HF1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1331.See file dsdata.txt to determine how the superseded data were derived.
 HF1331
 HF1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4807014965(NAD 83)
 HF1331_MARKER: DS = TRIANGULATION STATION DISK
 HF1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1331
 HF1331  HISTORY     - Date     Condition        Report By
 HF1331  HISTORY     - 1962     MONUMENTED       CGS
 HF1331
 HF1331                          STATION DESCRIPTION
 HF1331
 HF1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1331'THE STATION IS ABOUT 7-1/2 MILES SOUTHEAST OF WELLINGTON,
 HF1331'0.35 MILE EAST OF THE KANSAS TURNPIKE, AND ON PROPERTY OWNED BY
 HF1331'MR. JOE POTUCEK.
 HF1331'
 HF1331'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HF1331'160 AND 81 AT THE NORTH EDGE OF WELLINGTON, GO WEST AND
 HF1331'SOUTH ON HIGHWAY 81 FOR 8.8 MILES TO A CROSSROAD AND MID-WAY
 HF1331'GROCERY STORE AND SERVICE STATION IN THE SOUTHWEST ANGLE.
 HF1331'TURN LEFT, EAST, ON A BLACKTOP ROAD FOR 0.6 MILE TO RAILROAD
 HF1331'TRACKS.  CONTINUE EAST ON A GRAVELED ROAD FOR 3.6 MILES TO A
 HF1331'CROSSROAD.  TURN LEFT, NORTH, ON A TRACK ROAD FOR 0.1 MILE
 HF1331'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE
 HF1331'TRACK ROAD FOR 0.4 MILE TO A GATE.  PASS THROUGH THE GATE
 HF1331'AND CONTINUE NORTH ON THE TRACK ROAD FOR 0.05 MILE TO A
 HF1331'FORK.  BEAR LEFT, NORTHWEST, ON A TRACK ROAD FOR 0.15 MILE TO
 HF1331'A FENCE CORNER.  BEAR LEFT, WEST, FOR 0.05 MILE TO A FENCE
 HF1331'CORNER AND THE STATION.
 HF1331'
 HF1331'STATION MARKS ARE STANDARD DISKS STAMPED JERRY 1962.  THE
 HF1331'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HF1331'THE SURFACE OF THE GROUND.  IT IS 5.5 FEET SOUTHEAST OF THE
 HF1331'CORNER FENCE POST AND 4.5 FEET SOUTHEAST OF A METAL WITNESS
 HF1331'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HF1331'CONCRETE 38 INCHES BELOW THE SURFACE OF THE GROUND.
 HF1331'
 HF1331'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DISK STAMPED
 HF1331'JERRY NO 1 1962, IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HF1331'THE SURFACE OF THE GROUND.  IT IS 42.5 FEET EAST OF THE CORNER
 HF1331'FENCE POST, 42 FEET EAST OF THE METAL WITNESS POST AND 1 FOOT
 HF1331'SOUTH OF A FENCE.
 HF1331'
 HF1331'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JERRY NO 2 1962,
 HF1331'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HF1331'OF THE GROUND.  IT IS 33.5 FEET SOUTH OF THE CORNER FENCE
 HF1331'POST, 33 FEET SOUTH OF THE METAL WITNESS POST AND 1 FOOT EAST
 HF1331'OF A FENCE.
 HF1331'
 HF1331'AZIMUTH MARK, A STANDARD DISK STAMPED JERRY 1962, IS SET IN
 HF1331'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 24
 HF1331'FEET EAST OF THE CENTER OF THE TRACK ROAD, 2.5 FEET NORTH
 HF1331'OF A METAL WITNESS POST AND 2 FEET WEST OF A FENCE.
 HF1331'
 HF1331'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1808 ***********************************************************************
 JE1808  DESIGNATION -  JERSEY
 JE1808  PID         -  JE1808
 JE1808  STATE/COUNTY-  KS/OSAGE
 JE1808  USGS QUAD   -  LYNDON NW (1965)
 JE1808
 JE1808                         *CURRENT SURVEY CONTROL
 JE1808  ___________________________________________________________________
 JE1808* NAD 83(1997)-  38 38 15.76603(N)    095 43 58.66916(W)     ADJUSTED  
 JE1808* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 JE1808  ___________________________________________________________________
 JE1808  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JE1808  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JE1808
 JE1808  HORZ ORDER  -  SECOND
 JE1808
 JE1808.The horizontal coordinates were established by classical geodetic methods
 JE1808.and adjusted by the National Geodetic Survey in October 1998..
 JE1808
 JE1808.The orthometric height was scaled from a topographic map.
 JE1808
 JE1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1808
 JE1808.The geoid height was determined by GEOID03.
 JE1808
 JE1808;                    North         East     Units Scale Factor Converg.
 JE1808;SPC KS S     -   622,340.036   640,884.161   MT  1.00001482   +1 42 01.5
 JE1808;UTM  15      - 4,280,118.252   262,125.744   MT  1.00029686   -1 42 26.1
 JE1808
 JE1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1808!SPC KS S     -   0.99995122  x   1.00001482  =   0.99996604
 JE1808!UTM  15      -   0.99995122  x   1.00029686  =   1.00024806
 JE1808
 JE1808:                Primary Azimuth Mark                     Grid Az
 JE1808:SPC KS S     -  JERSEY AZ MK                             085 32 34.9
 JE1808:UTM  15      -  JERSEY AZ MK                             088 57 02.5
 JE1808
 JE1808|---------------------------------------------------------------------|
 JE1808| PID    Reference Object                     Distance      Geod. Az  |
 JE1808|                                                           dddmmss.s |
 JE1808| CL4592 JERSEY AZ MK                                       0871436.4 |
 JE1808| CL4593 JERSEY RM 1                           8.143 METERS 08851     |
 JE1808| CL4594 JERSEY RM 2                           8.281 METERS 27032     |
 JE1808|---------------------------------------------------------------------|
 JE1808
 JE1808                          SUPERSEDED SURVEY CONTROL
 JE1808
 JE1808  NAD 83(1986)-  38 38 15.77224(N)    095 43 58.66897(W) AD(       ) 2
 JE1808  NAD 27      -  38 38 15.74267(N)    095 43 57.72093(W) AD(       ) 2
 JE1808
 JE1808.Superseded values are not recommended for survey control.
 JE1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1808.See file dsdata.txt to determine how the superseded data were derived.
 JE1808
 JE1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6212680118(NAD 83)
 JE1808_MARKER: DS = TRIANGULATION STATION DISK
 JE1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1808
 JE1808  HISTORY     - Date     Condition        Report By
 JE1808  HISTORY     - 1957     MONUMENTED       CGS
 JE1808  HISTORY     - 1960     GOOD             CGS
 JE1808
 JE1808                          STATION DESCRIPTION
 JE1808
 JE1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 JE1808'THE STATION IS ABOUT 5-1/2 MILES EAST OF OSAGE CITY, 3 MILES
 JE1808'NORTHWEST OF LYNDON, ON THE SOUTH SIDE OF STATE HIGHWAY 31, ON THE
 JE1808'ROAD RIGHT-OF-WAY.  IT IS 31 FEET SOUTH OF THE CENTERLINE OF THE
 JE1808'HIGHWAY, 44 FEET WEST OF THE CENTERLINE OF A FIELD DRIVEWAY, 76
 JE1808'FEET NORTH OF A 24 INCH ELM TREE AND 7 FEET WEST OF A WHITE
 JE1808'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JE1808'JERSEY 1957.
 JE1808'
 JE1808'TO REACH THE STATION FROM THE RAILROAD STATION IN OSAGE CITY, GO
 JE1808'EAST ON STATE HIGHWAY 31 FOR 5.2 MILES TO THE STATION ON THE
 JE1808'RIGHT.
 JE1808'
 JE1808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 31
 JE1808'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 JE1808'
 JE1808'REFERENCE MARK 1 IS 30 FEET SOUTH OF THE CENTERLINE OF THE
 JE1808'HIGHWAY, 17 FEET WEST OF THE CENTERLINE OF A FIELD DRIVEWAY AND
 JE1808'20 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES
 JE1808'AND THE DISK IS STAMPED JERSEY NO 1 1957.
 JE1808'
 JE1808'REFERENCE MARK 2 IS 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JE1808'83 FEET NORTH-NORTHWEST OF THE 24 INCH ELM TREE AND 35 FEET WEST
 JE1808'OF THE WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 JE1808'DISK IS STAMPED JERSEY NO 2 1957.
 JE1808'
 JE1808'THE AZIMUTH MARK IS 31 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 JE1808'39 FEET EAST OF THE CENTERLINE OF A FIELD DRIVEWAY AND 4 FEET WEST
 JE1808'OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 JE1808'IS STAMPED JERSEY 1957.
 JE1808'
 JE1808'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE1808
 JE1808                          STATION RECOVERY (1960)
 JE1808
 JE1808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 JE1808'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JE1808'GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE.  THE STATION
 JE1808'MARK IS 2.45 MILES WEST ALONG STATE HIGHWAY 31 FROM THE JUNCTION
 JE1808'OF U.S. HIGHWAY 75 AND STATE HIGHWAY 31 WHICH IS ABOUT 2 MILES
 JE1808'NORTH OF LYNDON AND 1 FOOT WEST OF A NEW STEEL WITNESS POST SIGN.
 JE1808'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1808'
 JE1808'AZIMUTH MARK IS 0.25 MILE EAST OF THE STATION AND 1 FOOT WEST OF
 JE1808'A NEW WITNESS STEEL POST SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0519 ***********************************************************************
 HF0519  DESIGNATION -  JESTER
 HF0519  PID         -  HF0519
 HF0519  STATE/COUNTY-  KS/HARVEY
 HF0519  USGS QUAD   -  SEDGWICK NE (1978)
 HF0519
 HF0519                         *CURRENT SURVEY CONTROL
 HF0519  ___________________________________________________________________
 HF0519* NAD 83(1997)-  37 55 36.63498(N)    097 19 37.89722(W)     ADJUSTED  
 HF0519* NAVD 88     -       440.490  (meters)    1445.17   (feet)  ADJUSTED  
 HF0519  ___________________________________________________________________
 HF0519  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 HF0519  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0519  DYNAMIC HT  -         440.149 (meters)    1444.06  (feet)  COMP
 HF0519  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 HF0519
 HF0519  HORZ ORDER  -  FIRST
 HF0519  VERT ORDER  -  SECOND    CLASS 0
 HF0519
 HF0519.The horizontal coordinates were established by classical geodetic methods
 HF0519.and adjusted by the National Geodetic Survey in October 1998..
 HF0519
 HF0519.The orthometric height was determined by differential leveling
 HF0519.and adjusted by the National Geodetic Survey in June 1991..
 HF0519
 HF0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0519
 HF0519.The geoid height was determined by GEOID03.
 HF0519
 HF0519.The dynamic height is computed by dividing the NAVD 88
 HF0519.geopotential number by the normal gravity value computed on the
 HF0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0519.degrees latitude (g = 980.6199 gals.).
 HF0519
 HF0519.The modeled gravity was interpolated from observed gravity values.
 HF0519
 HF0519;                    North         East     Units Scale Factor Converg.
 HF0519;SPC KS S     -   540,508.890   503,103.388   MT  0.99993593   +0 43 14.6
 HF0519;UTM  14      - 4,199,017.527   647,018.863   MT  0.99986622   +1 01 42.2
 HF0519
 HF0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0519!SPC KS S     -   0.99993541  x   0.99993593  =   0.99987134
 HF0519!UTM  14      -   0.99993541  x   0.99986622  =   0.99980164
 HF0519
 HF0519:                Primary Azimuth Mark                     Grid Az
 HF0519:SPC KS S     -  VALLEY CENTER SANTA FE RR MAST           161 21 56.8
 HF0519:UTM  14      -  VALLEY CENTER SANTA FE RR MAST           161 03 29.2
 HF0519
 HF0519|---------------------------------------------------------------------|
 HF0519| PID    Reference Object                     Distance      Geod. Az  |
 HF0519|                                                           dddmmss.s |
 HF0519| HF1266 VALLEY CENTER SANTA FE RR MAST      APPROX. 8.1 KM 1620511.4 |
 HF0519| HF1263 BEL AIR MUN TANK                    APPROX.18.6 KM 1643354.1 |
 HF0519| HF0520 JESTER RM 1                          18.531 METERS 16830     |
 HF0519| HF0521 JESTER RM 3                                        1781653.8 |
 HF0519| HF1271 VALLEY CTR HWY PATROL RAD TWR       APPROX.10.1 KM 1834525.4 |
 HF0519| HF1274 VALLEY CENTER RAD MAST              APPROX.12.9 KM 1962255.8 |
 HF0519| HF1273 VALLEY CENTER E MUN TANK            APPROX.10.8 KM 1990711.8 |
 HF0519| HF1277 VALLEY CENTER W MUN TANK            APPROX.11.1 KM 2024346.5 |
 HF0519| HF0518 JESTER RM 2                          22.186 METERS 25224     |
 HF0519| HF1259 NEWTON S STANDPIPE                  408.273 METERS 3392139.3 |
 HF0519|---------------------------------------------------------------------|
 HF0519
 HF0519                          SUPERSEDED SURVEY CONTROL
 HF0519
 HF0519  NAD 83(1997)-  37 55 36.64371(N)    097 19 37.89622(W) AD(       ) 1
 HF0519  NAD 83(1986)-  37 55 36.64685(N)    097 19 37.89585(W) AD(       ) 1
 HF0519  NAD 27      -  37 55 36.60688(N)    097 19 36.75624(W) AD(       ) 1
 HF0519  NGVD 29 (??/??/92)  440.334  (m)         1444.66   (f) ADJ UNCH    2 0
 HF0519
 HF0519.Superseded values are not recommended for survey control.
 HF0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0519.See file dsdata.txt to determine how the superseded data were derived.
 HF0519
 HF0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4701999018(NAD 83)
 HF0519_MARKER: DE = TRAVERSE STATION DISK
 HF0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0519_STAMPING: JESTER 1972
 HF0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0519+STABILITY: SURFACE MOTION
 HF0519
 HF0519  HISTORY     - Date     Condition        Report By
 HF0519  HISTORY     - 1972     MONUMENTED       NGS
 HF0519  HISTORY     - 1972     GOOD             NGS
 HF0519
 HF0519                          STATION DESCRIPTION
 HF0519
 HF0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0519'THE STATION IS ABOUT 8-1/2 MILES SOUTH AND 1 MILE EAST OF NEWTON, 6
 HF0519'MILES NORTH AND 2-1/2 MILES EAST OF VALLEY CENTER, AT THE
 HF0519'APPROXIMATE CENTER OF THE SECTION LINE OF SECTIONS 28 AND 33, T. 24
 HF0519'S., R. 1 E., ON THE EAST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 35 W.
 HF0519'
 HF0519'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET, (U. S. HIGHWAY
 HF0519'81) AND FIRST STREET IN NEWTON, GO SOUTH ON U. S. HIGHWAY 81 FOR 3.4
 HF0519'MILES TO THE JUNCTION WITH COUNTY ROAD 576.  TURN LEFT AND GO EAST
 HF0519'ON COUNTY ROAD 576 FOR 0.4 MILE TO THE JUNCTION WITH INTERSTATE
 HF0519'HIGHWAY 35 W.  TURN RIGHT AND GO SOUTH ON INTERSTATE HIGHWAY 35 W
 HF0519'FOR 4.55 MILES TO A REST AREA.  CONTINUE SOUTH ON INTERSTATE
 HF0519'HIGHWAY 35 W FOR 0.4 MILE TO THE STATION ON THE LEFT.
 HF0519'
 HF0519'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ALONG THE WEST
 HF0519'SIDE OF A RIGHT-OF-WAY FENCE FOR 0.3 MILE TO THE MARK UNDER A LARGE
 HF0519'SIGN REST AREA 1/2 MILE.
 HF0519'
 HF0519'STATION MARKS ARE STANDARD DISKS, STAMPED JESTER 1972.  THE SURFACE
 HF0519'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 HF0519'THAT IS FLUSH WITH THE GROUND.  IT IS 96.5 FEET EAST OF THE CENTER
 HF0519'OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 W, 25.5 FEET
 HF0519'SOUTH-SOUTHEAST OF THE SOUTH END OF A ROW OF TREES AND 13.0 FEET
 HF0519'WEST OF A WITNESS POST IN A RIGHT-OF-WAY FENCE LINE.  THE
 HF0519'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES
 HF0519'BELOW THE GROUND SURFACE.
 HF0519'
 HF0519'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JESTER NO 1 1972, SET
 HF0519'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 HF0519'WITH THE GROUND.  IT IS 106.0 FEET EAST OF THE CENTER OF THE NORTH
 HF0519'BOUND LANE OF INTERSTATE HIGHWAY 35 W, 60.5 FEET SOUTH OF THE
 HF0519'WITNESS POST, 1.0 FOOT WEST OF THE RIGHT-OF-WAY FENCE AND ABOUT 1
 HF0519'FOOT HIGHER THAT THE STATION.
 HF0519'
 HF0519'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JESTER NO 2 1972, SET
 HF0519'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 HF0519'WITH THE GROUND.  IT IS 85.0 FEET SOUTHWEST OF THE WITNESS POST,
 HF0519'82.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, 26.0 FEET EAST OF THE
 HF0519'CENTER OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 W AND ABOUT
 HF0519'1 FOOT LOWER THAN THE STATION.
 HF0519'
 HF0519'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JESTER NO 3 1972, SET IN
 HF0519'THE TOP OF A 12-INCH CYLONDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 HF0519'WITH THE GROUND.  IT IS 62.0 FEET EAST OF THE CENTER OF THE NORTH
 HF0519'BOUND LANE OF INTERSTATE HIGHWAY 35 W. AND 45.5 FEET WEST OF A
 HF0519'RIGHT-OF-WAY FENCE.
 HF0519'
 HF0519'NEAREST TOWN--VALLEY CENTER.
 HF0519'
 HF0519'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 HF0519
 HF0519                          STATION RECOVERY (1972)
 HF0519
 HF0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0519'9.2 MI S FROM NEWTON.
 HF0519'ABOUT 9.20 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0519'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON.  IT IS 96.5 FEET EAST
 HF0519'OF THE CENTER LINE OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY
 HF0519'35 W, 25.5 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF A ROW OF
 HF0519'TREES, 13.0 FEET WEST OF A WITNESS POST IN A RIGHT-OF-WAY
 HF0519'FENCELINE, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HF0519'GROUND AND 2 FEET ABOVE THE LEVEL OF THE NORTH BOUND LANE
 HF0519'OF INTERSTATE HIGHWAY 35 W.  SECTION 28, T 24 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0520 ***********************************************************************
 HF0520  DESIGNATION -  JESTER RM 1
 HF0520  PID         -  HF0520
 HF0520  STATE/COUNTY-  KS/HARVEY
 HF0520  USGS QUAD   -  SEDGWICK NE (1978)
 HF0520
 HF0520                         *CURRENT SURVEY CONTROL
 HF0520  ___________________________________________________________________
 HF0520* NAD 83(1986)-  37 55 36.     (N)    097 19 37.     (W)     SCALED    
 HF0520* NAVD 88     -       440.761  (meters)    1446.06   (feet)  ADJUSTED  
 HF0520  ___________________________________________________________________
 HF0520  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0520  DYNAMIC HT  -         440.420 (meters)    1444.94  (feet)  COMP
 HF0520  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 HF0520
 HF0520  VERT ORDER  -  SECOND    CLASS 0
 HF0520
 HF0520.The horizontal coordinates were scaled from a topographic map and have
 HF0520.an estimated accuracy of +/- 6 seconds.
 HF0520
 HF0520.The orthometric height was determined by differential leveling
 HF0520.and adjusted by the National Geodetic Survey in June 1991..
 HF0520
 HF0520.The geoid height was determined by GEOID03.
 HF0520
 HF0520.The dynamic height is computed by dividing the NAVD 88
 HF0520.geopotential number by the normal gravity value computed on the
 HF0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0520.degrees latitude (g = 980.6199 gals.).
 HF0520
 HF0520.The modeled gravity was interpolated from observed gravity values.
 HF0520
 HF0520;                    North         East    Units  Estimated Accuracy
 HF0520;SPC KS S     -   540,490.      503,130.      MT  (+/- 180 meters Scaled)
 HF0520
 HF0520                          SUPERSEDED SURVEY CONTROL
 HF0520
 HF0520  NGVD 29 (??/??/92)  440.605  (m)         1445.55   (f) ADJ UNCH    2 0
 HF0520
 HF0520.Superseded values are not recommended for survey control.
 HF0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0520.See file dsdata.txt to determine how the superseded data were derived.
 HF0520
 HF0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG470989(NAD 83)
 HF0520_MARKER: DR = REFERENCE MARK DISK
 HF0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0520_STAMPING: JESTER NO 2 1972
 HF0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0520+STABILITY: SURFACE MOTION
 HF0520
 HF0520  HISTORY     - Date     Condition        Report By
 HF0520  HISTORY     - 1972     MONUMENTED       NGS
 HF0520
 HF0520                          STATION DESCRIPTION
 HF0520
 HF0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0520'9.2 MI S FROM NEWTON.
 HF0520'ABOUT 9.20 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0520'OVERPASS FOR U.S. HIGHWAY AT NEWTON, 106.0 FEET EAST OF THE
 HF0520'CENTER OF THE NORTH BOUND LANE INTERSTATE, 60.80 FEET SOUTH
 HF0520'OF THE STATION, 60.5 FEET SOUTH OF A METAL WITNESS POST, 1.0
 HF0520'FOOT WEST OF THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A
 HF0520'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS ABOUT 3
 HF0520'FOOT ABOVE THE LEVEL OF THE NORTH BOUND LANE OF INTERSTATE
 HF0520'HIGHWAY 35 W.  SECTION 28, T 24 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0518 ***********************************************************************
 HF0518  DESIGNATION -  JESTER RM 2
 HF0518  PID         -  HF0518
 HF0518  STATE/COUNTY-  KS/HARVEY
 HF0518  USGS QUAD   -  SEDGWICK NE (1978)
 HF0518
 HF0518                         *CURRENT SURVEY CONTROL
 HF0518  ___________________________________________________________________
 HF0518* NAD 83(1986)-  37 55 36.     (N)    097 19 37.     (W)     SCALED    
 HF0518* NAVD 88     -       440.250  (meters)    1444.39   (feet)  ADJUSTED  
 HF0518  ___________________________________________________________________
 HF0518  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0518  DYNAMIC HT  -         439.909 (meters)    1443.27  (feet)  COMP
 HF0518  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 HF0518
 HF0518  VERT ORDER  -  SECOND    CLASS 0
 HF0518
 HF0518.The horizontal coordinates were scaled from a topographic map and have
 HF0518.an estimated accuracy of +/- 6 seconds.
 HF0518
 HF0518.The orthometric height was determined by differential leveling
 HF0518.and adjusted by the National Geodetic Survey in June 1991..
 HF0518
 HF0518.The geoid height was determined by GEOID03.
 HF0518
 HF0518.The dynamic height is computed by dividing the NAVD 88
 HF0518.geopotential number by the normal gravity value computed on the
 HF0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0518.degrees latitude (g = 980.6199 gals.).
 HF0518
 HF0518.The modeled gravity was interpolated from observed gravity values.
 HF0518
 HF0518;                    North         East    Units  Estimated Accuracy
 HF0518;SPC KS S     -   540,490.      503,130.      MT  (+/- 180 meters Scaled)
 HF0518
 HF0518                          SUPERSEDED SURVEY CONTROL
 HF0518
 HF0518  NGVD 29 (??/??/92)  440.094  (m)         1443.88   (f) ADJ UNCH    2 0
 HF0518
 HF0518.Superseded values are not recommended for survey control.
 HF0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0518.See file dsdata.txt to determine how the superseded data were derived.
 HF0518
 HF0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG470989(NAD 83)
 HF0518_MARKER: DR = REFERENCE MARK DISK
 HF0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0518_STAMPING: JESTER NO 2 1972
 HF0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0518+STABILITY: SURFACE MOTION
 HF0518
 HF0518  HISTORY     - Date     Condition        Report By
 HF0518  HISTORY     - 1972     MONUMENTED       NGS
 HF0518
 HF0518                          STATION DESCRIPTION
 HF0518
 HF0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0518'9.2 MI S FROM NEWTON.
 HF0518'ABOUT 9.20 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0518'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON.  IT IS 72.78 FEET
 HF0518'WEST-SOUTHWEST OF THE STATION, 85.0 FEET SOUTHWEST OF A METAL
 HF0518'WITNESS POST, 82.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, 26.0
 HF0518'FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF
 HF0518'INTERSTATE HIGHWAY 35 W, SET IN THE TOP OF A CONCRETE POST
 HF0518'FLUSH WITH THE GROUND AND ABOUT 1/2 FOOT ABOVE THE NORTH BOUND
 HF0518'LANE OF INTERSTATE HIGHWAY 35 W.  SECTION 28, T 24 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0521 ***********************************************************************
 HF0521  DESIGNATION -  JESTER RM 3
 HF0521  PID         -  HF0521
 HF0521  STATE/COUNTY-  KS/HARVEY
 HF0521  USGS QUAD   -  SEDGWICK NE (1978)
 HF0521
 HF0521                         *CURRENT SURVEY CONTROL
 HF0521  ___________________________________________________________________
 HF0521* NAD 83(1986)-  37 55 20.     (N)    097 19 39.     (W)     SCALED    
 HF0521* NAVD 88     -       437.353  (meters)    1434.88   (feet)  ADJUSTED  
 HF0521  ___________________________________________________________________
 HF0521  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF0521  DYNAMIC HT  -         437.014 (meters)    1433.77  (feet)  COMP
 HF0521  MODELED GRAV-     979,841.7   (mgal)                       NAVD 88
 HF0521
 HF0521  VERT ORDER  -  SECOND    CLASS 0
 HF0521
 HF0521.The horizontal coordinates were scaled from a topographic map and have
 HF0521.an estimated accuracy of +/- 6 seconds.
 HF0521
 HF0521.The orthometric height was determined by differential leveling
 HF0521.and adjusted by the National Geodetic Survey in June 1991..
 HF0521
 HF0521.The geoid height was determined by GEOID03.
 HF0521
 HF0521.The dynamic height is computed by dividing the NAVD 88
 HF0521.geopotential number by the normal gravity value computed on the
 HF0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0521.degrees latitude (g = 980.6199 gals.).
 HF0521
 HF0521.The modeled gravity was interpolated from observed gravity values.
 HF0521
 HF0521;                    North         East    Units  Estimated Accuracy
 HF0521;SPC KS S     -   540,000.      503,080.      MT  (+/- 180 meters Scaled)
 HF0521
 HF0521                          SUPERSEDED SURVEY CONTROL
 HF0521
 HF0521  NGVD 29 (??/??/92)  437.197  (m)         1434.37   (f) ADJ UNCH    2 0
 HF0521
 HF0521.Superseded values are not recommended for survey control.
 HF0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0521.See file dsdata.txt to determine how the superseded data were derived.
 HF0521
 HF0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG470985(NAD 83)
 HF0521_MARKER: DR = REFERENCE MARK DISK
 HF0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0521_STAMPING: JESTER NO 3 1972
 HF0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0521+STABILITY: SURFACE MOTION
 HF0521
 HF0521  HISTORY     - Date     Condition        Report By
 HF0521  HISTORY     - 1972     MONUMENTED       NGS
 HF0521
 HF0521                          STATION DESCRIPTION
 HF0521
 HF0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0521'9.5 MI S FROM NEWTON.
 HF0521'ABOUT 9.50 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0521'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON.  IT IS ABOUT 0.3 MILE
 HF0521'SOUTH OF THE STATION, 62.0 FEET EAST OF THE CENTER LINE OF THE
 HF0521'NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 W, 45.5 FEET WEST
 HF0521'OF THE RIGHT-OF-WAY FENCE LINE, SET IN THE TOP OF A
 HF0521'CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 3 FEET BELOW
 HF0521'THE NORTH BOUND LANE.  SECTION 33, T 24 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0918 ***********************************************************************
 JG0918  DESIGNATION -  JET
 JG0918  PID         -  JG0918
 JG0918  STATE/COUNTY-  KS/HODGEMAN
 JG0918  USGS QUAD   -  JETMORE (1969)
 JG0918
 JG0918                         *CURRENT SURVEY CONTROL
 JG0918  ___________________________________________________________________
 JG0918* NAD 83(1997)-  38 04 01.06722(N)    099 53 47.17126(W)     ADJUSTED  
 JG0918* NAVD 88     -       722.     (meters)    2369.     (feet)  SCALED    
 JG0918  ___________________________________________________________________
 JG0918  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 JG0918  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0918
 JG0918  HORZ ORDER  -  SECOND
 JG0918
 JG0918.The horizontal coordinates were established by classical geodetic methods
 JG0918.and adjusted by the National Geodetic Survey in October 1998..
 JG0918
 JG0918.The orthometric height was scaled from a topographic map.
 JG0918
 JG0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0918
 JG0918.The geoid height was determined by GEOID03.
 JG0918
 JG0918;                    North         East     Units Scale Factor Converg.
 JG0918;SPC KS S     -   556,329.868   277,471.180   MT  0.99993930   -0 51 29.3
 JG0918;UTM  14      - 4,213,624.063   421,366.117   MT  0.99967615   -0 33 09.9
 JG0918
 JG0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0918!SPC KS S     -   0.99989075  x   0.99993930  =   0.99983005
 JG0918!UTM  14      -   0.99989075  x   0.99967615  =   0.99956693
 JG0918
 JG0918:                Primary Azimuth Mark                     Grid Az
 JG0918:SPC KS S     -  JETMORE MUN WATER TANK                   003 01 45.8
 JG0918:UTM  14      -  JETMORE MUN WATER TANK                   002 43 26.4
 JG0918
 JG0918|---------------------------------------------------------------------|
 JG0918| PID    Reference Object                     Distance      Geod. Az  |
 JG0918|                                                           dddmmss.s |
 JG0918| JG0917 JETMORE MUN WATER TANK              APPROX. 1.9 KM 0021016.5 |
 JG0918| JG0916 JETMORE CO OP GRAIN ELEVATOR        APPROX. 1.1 KM 0152256.6 |
 JG0918| CL3227 JET RM 1                             13.153 METERS 03215     |
 JG0918| CL3228 JET RM 2                             16.164 METERS 20218     |
 JG0918|---------------------------------------------------------------------|
 JG0918
 JG0918                          SUPERSEDED SURVEY CONTROL
 JG0918
 JG0918  NAD 83(1997)-  38 04 01.07465(N)    099 53 47.17071(W) AD(       ) 2
 JG0918  NAD 83(1986)-  38 04 01.07373(N)    099 53 47.17056(W) AD(       ) 2
 JG0918  NAD 27      -  38 04 01.00660(N)    099 53 45.70962(W) AD(       ) 2
 JG0918
 JG0918.Superseded values are not recommended for survey control.
 JG0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0918.See file dsdata.txt to determine how the superseded data were derived.
 JG0918
 JG0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2136613624(NAD 83)
 JG0918_MARKER: DS = TRIANGULATION STATION DISK
 JG0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0918
 JG0918  HISTORY     - Date     Condition        Report By
 JG0918  HISTORY     - 1964     MONUMENTED       CGS
 JG0918
 JG0918                          STATION DESCRIPTION
 JG0918
 JG0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0918'THE STATION IS 1.0 MILE SOUTH OF JETMORE ON THE SOUTHEAST
 JG0918'RIGHT-OF-WAY OF U.S. HIGHWAY 283, IN SECTION 7, T 23 S, R 23 W.
 JG0918'
 JG0918'TO REACH THE STATION FROM THE COURTHOUSE IN JETMORE, GO SOUTH ON
 JG0918'U.S. HIGHWAY 283 FOR 1.2 MILE TO THE STATION ON THE LEFT.
 JG0918'
 JG0918'THE STATION MARKS ARE STANDARD DISKS STAMPED JET 1964.  THE SURFACE
 JG0918'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS
 JG0918'SET FLUSH.  IT IS 48 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY
 JG0918'283, 5 FEET NORTHWEST OF A FENCE, 4.9 FEET WEST OF A METAL WITNESS
 JG0918'POST AND 4 FEET NORTHWEST OF A TELEPHONE POLE.  THE UNDERGROUND
 JG0918'DISK IS SET IN A MASS OF CONCRETE 46 INCHES BELOW THE SURFACE OF
 JG0918'THE GROUND.
 JG0918'
 JG0918'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JET NO 1 1964, IS SET
 JG0918'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 JG0918'INCHES.  IT IS 52 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 283,
 JG0918'43 FEET NORTHEAST OF A TELEPHONE POLE AND 1 FOOT NORTHWEST OF A
 JG0918'FENCE.
 JG0918'
 JG0918'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JET NO 2 1964, IS
 JG0918'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 JG0918'2 INCHES.  IT IS 53 FEET SOUTHWEST OF A TELEPHONE POLE, 52 FEET
 JG0918'SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 283 AND 1 FOOT NORTHWEST
 JG0918'OF A FENCE.
 JG0918'
 JG0918'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0498 ***********************************************************************
 JG0498  DESIGNATION -  JETMORE
 JG0498  PID         -  JG0498
 JG0498  STATE/COUNTY-  KS/HODGEMAN
 JG0498  USGS QUAD   -  JETMORE (1969)
 JG0498
 JG0498                         *CURRENT SURVEY CONTROL
 JG0498  ___________________________________________________________________
 JG0498* NAD 83(1986)-  38 04 48.     (N)    099 53 37.     (W)     SCALED    
 JG0498* NAVD 88     -       691.908  (meters)    2270.03   (feet)  ADJUSTED  
 JG0498  ___________________________________________________________________
 JG0498  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0498  DYNAMIC HT  -         691.336 (meters)    2268.16  (feet)  COMP
 JG0498  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 JG0498
 JG0498  VERT ORDER  -  SECOND    CLASS 0
 JG0498
 JG0498.The horizontal coordinates were scaled from a topographic map and have
 JG0498.an estimated accuracy of +/- 6 seconds.
 JG0498
 JG0498.The orthometric height was determined by differential leveling
 JG0498.and adjusted by the National Geodetic Survey in June 1991..
 JG0498
 JG0498.The geoid height was determined by GEOID03.
 JG0498
 JG0498.The dynamic height is computed by dividing the NAVD 88
 JG0498.geopotential number by the normal gravity value computed on the
 JG0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0498.degrees latitude (g = 980.6199 gals.).
 JG0498
 JG0498.The modeled gravity was interpolated from observed gravity values.
 JG0498
 JG0498;                    North         East    Units  Estimated Accuracy
 JG0498;SPC KS S     -   557,770.      277,740.      MT  (+/- 180 meters Scaled)
 JG0498
 JG0498                          SUPERSEDED SURVEY CONTROL
 JG0498
 JG0498  NGVD 29 (??/??/92)  691.656  (m)         2269.21   (f) ADJ UNCH    2 0
 JG0498
 JG0498.Superseded values are not recommended for survey control.
 JG0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0498.See file dsdata.txt to determine how the superseded data were derived.
 JG0498
 JG0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH216150(NAD 83)
 JG0498_MARKER: DB = BENCH MARK DISK
 JG0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0498_STAMPING: JETMORE 1934
 JG0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0498+STABILITY: SURFACE MOTION
 JG0498
 JG0498  HISTORY     - Date     Condition        Report By
 JG0498  HISTORY     - 1934     MONUMENTED       CGS
 JG0498  HISTORY     - 1946     GOOD             NGS
 JG0498
 JG0498                          STATION DESCRIPTION
 JG0498
 JG0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0498'AT JETMORE.
 JG0498'RECOVERED AS DESCRIBED-- LOCATED ALONG HIGHWAY NO. U.S. 283.
 JG0498'APPROX. 1/4 MILE NORTH OF THE SANTA FE R.R. STATION, 253 FT.
 JG0498'NORTH OF THE NORTH END OF HIGHWAY BRIDGE.  24.2 FT. SOUTH OF
 JG0498'THE SOUTH CURB OF STREET.  19.2 FEET EAST OF THE EAST CURB ALONG
 JG0498'HIGHWAY.  STANDARD DISK SET IN TOP OF CONCRETE POST.
 JG0498
 JG0498                          STATION RECOVERY (1946)
 JG0498
 JG0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 JG0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0916 ***********************************************************************
 JG0916  DESIGNATION -  JETMORE CO OP GRAIN ELEVATOR
 JG0916  PID         -  JG0916
 JG0916  STATE/COUNTY-  KS/HODGEMAN
 JG0916  USGS QUAD   -  JETMORE (1969)
 JG0916
 JG0916                         *CURRENT SURVEY CONTROL
 JG0916  ___________________________________________________________________
 JG0916* NAD 83(1997)-  38 04 36.03857(N)    099 53 34.99984(W)     ADJUSTED  
 JG0916* NAVD 88     -                                                        
 JG0916  ___________________________________________________________________
 JG0916  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 JG0916  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0916
 JG0916  HORZ ORDER  -  THIRD
 JG0916
 JG0916.The horizontal coordinates were established by classical geodetic methods
 JG0916.and adjusted by the National Geodetic Survey in October 1998..
 JG0916
 JG0916
 JG0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0916
 JG0916.The geoid height was determined by GEOID03.
 JG0916
 JG0916;                    North         East     Units Scale Factor Converg.
 JG0916;SPC KS S     -   557,403.507   277,783.925   MT  0.99993976   -0 51 21.9
 JG0916;UTM  14      - 4,214,699.070   421,673.055   MT  0.99967556   -0 33 02.8
 JG0916
 JG0916                          SUPERSEDED SURVEY CONTROL
 JG0916
 JG0916  NAD 83(1997)-  38 04 36.04608(N)    099 53 34.99931(W) AD(       ) 4
 JG0916  NAD 83(1986)-  38 04 36.04512(N)    099 53 34.99892(W) AD(       ) 4
 JG0916  NAD 27      -  38 04 35.97843(N)    099 53 33.53836(W) AD(       ) 3
 JG0916
 JG0916.Superseded values are not recommended for survey control.
 JG0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0916.See file dsdata.txt to determine how the superseded data were derived.
 JG0916
 JG0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2167314699(NAD 83)
 JG0916_MARKER: 65 = GRAIN ELEVATOR
 JG0916
 JG0916  HISTORY     - Date     Condition        Report By
 JG0916  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0916
 JG0916                          STATION DESCRIPTION
 JG0916
 JG0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0916'THE STATION IS THE TOP CENTER OF THE LARGEST VENTILATOR ATOP THE
 JG0916'HEADHOUSE OF THE ELEVATOR IN JETMORE, OWNED BY THE DODGE CITY
 JG0916'COOPERATIVE EXCHANGE, LOCATED AT SOUTH MAIN AND GRANT STREETS IN
 JG0916'THE SOUTH EDGE OF JETMORE.
 JG0916'
 JG0916'IT IS A LARGE CONCRETE STRUCTURE, PAINTED WHITE, THE ELEVATOR AND
 JG0916'BINS SET IN AN EAST-WEST DIRECTION, AND HAS AN OVERALL HEIGHT OF
 JG0916'125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0917 ***********************************************************************
 JG0917  DESIGNATION -  JETMORE MUN WATER TANK
 JG0917  PID         -  JG0917
 JG0917  STATE/COUNTY-  KS/HODGEMAN
 JG0917  USGS QUAD   -  JETMORE (1969)
 JG0917
 JG0917                         *CURRENT SURVEY CONTROL
 JG0917  ___________________________________________________________________
 JG0917* NAD 83(1997)-  38 05 04.12946(N)    099 53 44.14627(W)     ADJUSTED  
 JG0917* NAVD 88     -                                                        
 JG0917  ___________________________________________________________________
 JG0917  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JG0917  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0917
 JG0917  HORZ ORDER  -  THIRD
 JG0917
 JG0917.The horizontal coordinates were established by classical geodetic methods
 JG0917.and adjusted by the National Geodetic Survey in October 1998..
 JG0917
 JG0917
 JG0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0917
 JG0917.The geoid height was determined by GEOID03.
 JG0917
 JG0917;                    North         East     Units Scale Factor Converg.
 JG0917;SPC KS S     -   558,272.812   277,574.006   MT  0.99994014   -0 51 27.5
 JG0917;UTM  14      - 4,215,567.015   421,458.564   MT  0.99967597   -0 33 08.8
 JG0917
 JG0917                          SUPERSEDED SURVEY CONTROL
 JG0917
 JG0917  NAD 83(1997)-  38 05 04.13698(N)    099 53 44.14580(W) AD(       ) 4
 JG0917  NAD 83(1986)-  38 05 04.13595(N)    099 53 44.14545(W) AD(       ) 4
 JG0917  NAD 27      -  38 05 04.07040(N)    099 53 42.68471(W) AD(       ) 3
 JG0917
 JG0917.Superseded values are not recommended for survey control.
 JG0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0917.See file dsdata.txt to determine how the superseded data were derived.
 JG0917
 JG0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2145915567(NAD 83)
 JG0917_MARKER: 53 = ELEVATED TANK
 JG0917
 JG0917  HISTORY     - Date     Condition        Report By
 JG0917  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0917
 JG0917                          STATION DESCRIPTION
 JG0917
 JG0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0917'THE STATION IS THE BALL ATOP OF THE TANK, LOCATED IN THE SOUTHWEST
 JG0917'CORNER OF THE INTERSECTION OF ROUGHTON AND WEST HIGHWAY STREETS IN
 JG0917'JETMORE.
 JG0917'
 JG0917'IT IS A FOUR-LEGGED STEEL STRUCTURE WHICH SUPPORTS A CYLINDRICAL
 JG0917'TANK, PAINTED SILVER, AND HAS AN OVERALL HEIGHT OF 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0577 ***********************************************************************
 KG0577  DESIGNATION -  JEWELL 2
 KG0577  PID         -  KG0577
 KG0577  STATE/COUNTY-  KS/JEWELL
 KG0577  USGS QUAD   -  JEWELL (1969)
 KG0577
 KG0577                         *CURRENT SURVEY CONTROL
 KG0577  ___________________________________________________________________
 KG0577* NAD 83(1997)-  39 40 08.75420(N)    098 12 13.34104(W)     ADJUSTED  
 KG0577* NAVD 88     -       534.     (meters)    1752.     (feet)  SCALED    
 KG0577  ___________________________________________________________________
 KG0577  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 KG0577  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 KG0577
 KG0577  HORZ ORDER  -  THIRD
 KG0577
 KG0577.The horizontal coordinates were established by classical geodetic methods
 KG0577.and adjusted by the National Geodetic Survey in October 1998..
 KG0577.No horizontal observational check was made to the station.
 KG0577
 KG0577.The orthometric height was scaled from a topographic map.
 KG0577
 KG0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0577
 KG0577.The geoid height was determined by GEOID03.
 KG0577
 KG0577;                    North         East     Units Scale Factor Converg.
 KG0577;SPC KS N     -   148,308.637   382,521.401   MT  0.99998346   -0 07 44.0
 KG0577;UTM  14      - 4,391,334.405   568,298.798   MT  0.99965743   +0 30 30.0
 KG0577
 KG0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0577!SPC KS N     -   0.99992033  x   0.99998346  =   0.99990379
 KG0577!UTM  14      -   0.99992033  x   0.99965743  =   0.99957778
 KG0577
 KG0577|---------------------------------------------------------------------|
 KG0577| PID    Reference Object                     Distance      Geod. Az  |
 KG0577|                                                           dddmmss.s |
 KG0577| CN8887 JEWELL RM 1                          13.762 METERS 02617     |
 KG0577| KG0575 JEWELL MUNICIPAL TANK               APPROX. 3.8 KM 0854441.5 |
 KG0577| CN8884 JEWELL AZ MK                                       0941857.3 |
 KG0577| CN8888 JEWELL RM 2                           8.016 METERS 14600     |
 KG0577| KG0576 JEWELL                                6.171 METERS 23546     |
 KG0577|---------------------------------------------------------------------|
 KG0577
 KG0577                          SUPERSEDED SURVEY CONTROL
 KG0577
 KG0577  NAD 83(1997)-  39 40 08.75680(N)    098 12 13.34100(W) AD(       ) 3
 KG0577  NAD 83(1986)-  39 40 08.76021(N)    098 12 13.34114(W) AD(       ) 3
 KG0577  NAD 27      -  39 40 08.71456(N)    098 12 12.15289(W) AD(       ) 3
 KG0577
 KG0577.Superseded values are not recommended for survey control.
 KG0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0577.See file dsdata.txt to determine how the superseded data were derived.
 KG0577
 KG0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ6829991334(NAD 83)
 KG0577_MARKER: DS = TRIANGULATION STATION DISK
 KG0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0577
 KG0577  HISTORY     - Date     Condition        Report By
 KG0577  HISTORY     - 1966     MONUMENTED       CGS
 KG0577  HISTORY     - 1969     GOOD             CGS
 KG0577  HISTORY     - 1973     GOOD             NGS
 KG0577
 KG0577                          STATION DESCRIPTION
 KG0577
 KG0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KG0577'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF JEWELL, ON
 KG0577'THE NORTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED ROAD, AND ON
 KG0577'THE TOP OF A HIGH BANK WHERE THE ROAD CUTS THROUGH THE HILL.
 KG0577'
 KG0577'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 KG0577'AND 28 JUST WEST OF THE BUSINESS DISTRICT IN JEWELL, GO SOUTH
 KG0577'ON STATE HIGHWAYS 14 AND 25 FOR 0.05 MILE TO A CROSSROAD AT
 KG0577'A D-X SERVICE STATION.  TURN RIGHT AND GO WEST ON A GRAVELED
 KG0577'ROAD FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 KG0577'WEST ON THE GRAVELED ROAD FOR 0.35 MILE TO THE STATION ON
 KG0577'THE RIGHT.
 KG0577'
 KG0577'STATION MARKS ARE STANDARD DISK STAMPED JEWELL 2 1966.  THE
 KG0577'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KG0577'PROJECTS 1 INCH.  IT IS 26 FEET NORTH OF THE SOUTH EDGE OF
 KG0577'THE CUT BANK, 22.5 FEET WEST OF A T-FENCE CORNER, 2 FEET
 KG0577'SOUTHEAST OF A METAL WITNESS POST, AND 1.5 FEET SOUTH OF AN
 KG0577'EAST-WEST FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 KG0577'MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE GROUND.
 KG0577'
 KG0577'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JEWELL NO. 1
 KG0577'1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KG0577'5 INCHES.  IT IS 37 FEET NORTH OF THE T-FENCE CORNER AND 1
 KG0577'FOOT WEST OF A NORTH-SOUTH FENCE.
 KG0577'
 KG0577'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JEWELL NO. 2
 KG0577'1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KG0577'3 INCHES.  IT IS 24 FEET SOUTH OF THE EAST-WEST FENCE AND
 KG0577'20 FEET NORTH OF THE SOUTH EDGE OF THE CUT BANK.
 KG0577'
 KG0577'AZIMUTH MARK, A STANDARD DISK STAMPED JEWELL 1950, IS SET
 KG0577'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KG0577'IT IS 27.5 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 KG0577'3 FEET WEST-SOUTHWEST OF A POWERLINE POLE, AND 1.5 FEET EAST OF
 KG0577'A METAL WITNESS POST.
 KG0577
 KG0577                          STATION RECOVERY (1969)
 KG0577
 KG0577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0577'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 KG0577'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 KG0577'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION
 KG0577'WAS FOUND ADEQUATE FOR RECOVERY.
 KG0577'
 KG0577'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 KG0577'WEST OF JEWELL.
 KG0577
 KG0577                          STATION RECOVERY (1973)
 KG0577
 KG0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KG0577'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 KG0577'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION
 KG0577'OF THE MARKS AND THE DESCRIPTION OF THE ROUTE TO REACH THE
 KG0577'STATION ARE ADEQUATE FOR RECOVERY.  THIS STATION WAS OCCUPIED
 KG0577'THIS DATE TO VERIFY THE AZIMUTH TO THE AZIMUTH MARK.
 KG0577'THE DIRECTIONS AND DISTANCES TO THE REFERENCE MARKS COMPARED GOOD WITH
 KG0577'THE PREVIOUS DATA.
 KG0577'
 KG0577'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES
 KG0577'WEST OF JEWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0575 ***********************************************************************
 KG0575  DESIGNATION -  JEWELL MUNICIPAL TANK
 KG0575  PID         -  KG0575
 KG0575  STATE/COUNTY-  KS/JEWELL
 KG0575  USGS QUAD   -  JEWELL (1969)
 KG0575
 KG0575                         *CURRENT SURVEY CONTROL
 KG0575  ___________________________________________________________________
 KG0575* NAD 83(1997)-  39 40 17.82998(N)    098 09 34.97380(W)     ADJUSTED  
 KG0575* NAVD 88     -                                                        
 KG0575  ___________________________________________________________________
 KG0575  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 KG0575  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 KG0575
 KG0575  HORZ ORDER  -  THIRD
 KG0575
 KG0575.The horizontal coordinates were established by classical geodetic methods
 KG0575.and adjusted by the National Geodetic Survey in October 1998..
 KG0575
 KG0575
 KG0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0575
 KG0575.The geoid height was determined by GEOID03.
 KG0575
 KG0575;                    North         East     Units Scale Factor Converg.
 KG0575;SPC KS N     -   148,580.966   386,296.447   MT  0.99998378   -0 06 03.8
 KG0575;UTM  14      - 4,391,648.608   572,069.363   MT  0.99966394   +0 32 11.2
 KG0575
 KG0575                          SUPERSEDED SURVEY CONTROL
 KG0575
 KG0575  NAD 83(1997)-  39 40 17.83236(N)    098 09 34.97381(W) AD(       ) 4
 KG0575  NAD 83(1986)-  39 40 17.83571(N)    098 09 34.97362(W) AD(       ) 4
 KG0575  NAD 27      -  39 40 17.78900(N)    098 09 33.79500(W) AD(       ) 3
 KG0575
 KG0575.Superseded values are not recommended for survey control.
 KG0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0575.See file dsdata.txt to determine how the superseded data were derived.
 KG0575
 KG0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7206991649(NAD 83)
 KG0575_MARKER: 53 = ELEVATED TANK
 KG0575
 KG0575  HISTORY     - Date     Condition        Report By
 KG0575  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0575  HISTORY     - 20050713 GOOD             USPSQD
 KG0575
 KG0575                          STATION DESCRIPTION
 KG0575
 KG0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0575'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF THE TOWN OF
 KG0575'JEWELL, 0.15 MILE WEST OF STATE HIGHWAY 28 AND 90 FEET NORTH OF
 KG0575'AN EAST-WEST ROAD.
 KG0575'
 KG0575'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 KG0575'AND HAS AN OVERALL HEIGHT OF 120 FEET.  THE LETTERS JEWELL ARE
 KG0575'PAINTED ON THE NORTH AND SOUTH SIDE OF THE TANK.
 KG0575'
 KG0575'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 KG0575
 KG0575                          STATION RECOVERY (2005)
 KG0575
 KG0575'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KG0575'STATION FOUND GOOD. THE EAST-WEST ROAD REFERENCED IN THE 1950
 KG0575'DESCRIPTION IS PEARL STREET. STATE HIGHWAY 28 EAST OF THE STATION IS
 KG0575'NOW STATE HIGHWAY 14. TANK IS A SILVER TANK WITH SILVER LEGS AND A RED
 KG0575'ROOF. LETTERING JEWELL IS BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0784 ***********************************************************************
 HH0784  DESIGNATION -  JIM
 HH0784  PID         -  HH0784
 HH0784  STATE/COUNTY-  KS/MORTON
 HH0784  USGS QUAD   -  SHORE AIRPORT SW (1973)
 HH0784
 HH0784                         *CURRENT SURVEY CONTROL
 HH0784  ___________________________________________________________________
 HH0784* NAD 83(1997)-  37 15 28.48113(N)    101 43 26.26861(W)     ADJUSTED  
 HH0784* NAVD 88     -      1031.6    (meters)    3385.     (feet)  VERTCON   
 HH0784  ___________________________________________________________________
 HH0784  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 HH0784  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 HH0784
 HH0784  HORZ ORDER  -  SECOND
 HH0784
 HH0784.The horizontal coordinates were established by classical geodetic methods
 HH0784.and adjusted by the National Geodetic Survey in October 1998..
 HH0784
 HH0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0784
 HH0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0784
 HH0784.The geoid height was determined by GEOID03.
 HH0784
 HH0784;                    North         East     Units Scale Factor Converg.
 HH0784;SPC KS S     -   470,563.904   114,058.279   MT  1.00000173   -1 58 52.4
 HH0784;UTM  14      - 4,126,961.916   258,428.988   MT  1.00031892   -1 38 59.6
 HH0784
 HH0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0784!SPC KS S     -   0.99984208  x   1.00000173  =   0.99984381
 HH0784!UTM  14      -   0.99984208  x   1.00031892  =   1.00016095
 HH0784
 HH0784|---------------------------------------------------------------------|
 HH0784| PID    Reference Object                     Distance      Geod. Az  |
 HH0784|                                                           dddmmss.s |
 HH0784| CM8854 JIM RM 2                             22.378 METERS 00810     |
 HH0784| CM8853 JIM RM 1                             15.670 METERS 08910     |
 HH0784| HH0810 RICHFIELD METH CH SPIRE             APPROX. 5.5 KM 2795817.4 |
 HH0784|---------------------------------------------------------------------|
 HH0784
 HH0784                          SUPERSEDED SURVEY CONTROL
 HH0784
 HH0784  NAD 83(1997)-  37 15 28.48188(N)    101 43 26.26832(W) AD(       ) 2
 HH0784  NAD 83(1986)-  37 15 28.48862(N)    101 43 26.25897(W) AD(       ) 2
 HH0784  NAD 27      -  37 15 28.40286(N)    101 43 24.66538(W) AD(       ) 2
 HH0784  NGVD 29 (07/19/86) 1031.2    (m)         3383.     (f) VERT ANG       
 HH0784
 HH0784.Superseded values are not recommended for survey control.
 HH0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0784.See file dsdata.txt to determine how the superseded data were derived.
 HH0784
 HH0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5842926962(NAD 83)
 HH0784_MARKER: DD = SURVEY DISK
 HH0784_SETTING: 0 = UNSPECIFIED SETTING
 HH0784
 HH0784  HISTORY     - Date     Condition        Report By
 HH0784  HISTORY     - 1972     MONUMENTED       USGS
 HH0784
 HH0784                          STATION DESCRIPTION
 HH0784
 HH0784'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0784'STATION IS ABOUT 0.5 MI. S. AND 3.3 MI. E. OF RICHFIELD, NEAR E/16
 HH0784'CORNER BETWEEN SECS. 13 AND 24, T. 32 S., R. 41 W.
 HH0784'
 HH0784'TO REACH FROM INTERSECTION OF STATE HIGHWAY 27 AND STATE HIGHWAY 51
 HH0784'AT S. EDGE OF RICHFIELD, GO E. ON STATE HIGHWAY 51 FOR ABOUT 3.3 MI.
 HH0784'TO HIGHEST GROUND IN VICINITY AND STATION ON THE RIGHT.
 HH0784'
 HH0784'STATION MARK STAMPED ET JIM 1972 IS ABOUT 32.75 FT. E. OF T-RD. S.,
 HH0784'32 FT. S. OF HWY., 4 FT. N. OF S. RIGHT-OF-WAY, 1 FT. N. OF USGS
 HH0784'WITNESS POST.
 HH0784'
 HH0784'REFERENCE MARK NO. 1 STAMPED JIM NO 1 1972 IS E. OF STATION, 31 FT.
 HH0784'S. OF CENTER LINE OF HWY., 5 FT. N. OF S. RIGHT-OF-WAY.
 HH0784'
 HH0784'REFERENCE MARK NO. 2 STAMPED JIM NO 2 1972 IS N. OF STATION, 41 FT.
 HH0784'N. OF CENTER LINE OF HWY. AND 1 FT. E. OF POWERLINE POLE.
 HH0784'
 HH0784'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS,
 HH0784'CENTERED IN 6-IN. DIA. WHITE PLASTIC PIPE 12 IN. LONG AND FILLED
 HH0784'WITH GRAVEL TO WITHIN ONE IN. OF CAP.  ALL MARKS SET FLUSH WITH
 HH0784'GROUND.
 HH0784'
 HH0784'HEIGHT OF INSTRUMENT 5.01 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1917 ***********************************************************************
 JE1917  DESIGNATION -  JINGO
 JE1917  PID         -  JE1917
 JE1917  STATE/COUNTY-  KS/MIAMI
 JE1917  USGS QUAD   -  NEW LANCASTER (1973)
 JE1917
 JE1917                         *CURRENT SURVEY CONTROL
 JE1917  ___________________________________________________________________
 JE1917* NAD 83(1997)-  38 24 14.55716(N)    094 41 45.22261(W)     ADJUSTED  
 JE1917* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 JE1917  ___________________________________________________________________
 JE1917  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 JE1917  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JE1917
 JE1917  HORZ ORDER  -  SECOND
 JE1917
 JE1917.The horizontal coordinates were established by classical geodetic methods
 JE1917.and adjusted by the National Geodetic Survey in October 1998..
 JE1917
 JE1917.The orthometric height was scaled from a topographic map.
 JE1917
 JE1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1917
 JE1917.The geoid height was determined by GEOID03.
 JE1917
 JE1917;                    North         East     Units Scale Factor Converg.
 JE1917;SPC KS S     -   599,604.356   732,180.844   MT  0.99997188   +2 20 15.8
 JE1917;UTM  15      - 4,252,007.638   351,920.582   MT  0.99987004   -1 03 13.3
 JE1917
 JE1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1917!SPC KS S     -   0.99995746  x   0.99997188  =   0.99992934
 JE1917!UTM  15      -   0.99995746  x   0.99987004  =   0.99982750
 JE1917
 JE1917|---------------------------------------------------------------------|
 JE1917| PID    Reference Object                     Distance      Geod. Az  |
 JE1917|                                                           dddmmss.s |
 JE1917| CQ5813 JINGO RM 1                           31.330 METERS 10200     |
 JE1917| CQ5814 JINGO RM 2                           26.503 METERS 19755     |
 JE1917| CQ5812 JINGO AZ MK                                        3593818.2 |
 JE1917|---------------------------------------------------------------------|
 JE1917
 JE1917                          SUPERSEDED SURVEY CONTROL
 JE1917
 JE1917  NAD 83(1986)-  38 24 14.56464(N)    094 41 45.22070(W) AD(       ) 2
 JE1917  NAD 27      -  38 24 14.50500(N)    094 41 44.38300(W) AD(       ) 2
 JE1917
 JE1917.Superseded values are not recommended for survey control.
 JE1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1917.See file dsdata.txt to determine how the superseded data were derived.
 JE1917
 JE1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC5192152008(NAD 83)
 JE1917_MARKER: DS = TRIANGULATION STATION DISK
 JE1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1917
 JE1917  HISTORY     - Date     Condition        Report By
 JE1917  HISTORY     - 1948     MONUMENTED       CGS
 JE1917  HISTORY     - 1970     GOOD             NGS
 JE1917
 JE1917                          STATION DESCRIPTION
 JE1917
 JE1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1917'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF LA CYGNE,
 JE1917'IN THE NORTHWEST SECTION OF A CHURCH YARD AND JUST NORTH OF
 JE1917'THE JINGO STORE.  IT IS 63.5 FEET EAST OF U.S. HIGHWAY 69, 10
 JE1917'FEET SOUTH OF AN EAST-WEST FENCE LINE AND 45 FEET NORTH-NORTHWEST
 JE1917'OF THE NORTHWEST CORNER OF A CHURCH.  IT IS STAMPED JINGO 1948
 JE1917'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1917'
 JE1917'REFERENCE MARK NO. 1 IS AT THE EAST EDGE OF THE CHURCH YARD,
 JE1917'56 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 30
 JE1917'FEET SOUTH OF A FENCE CORNER AND 1 FOOT WEST OF A NORTH-SOUTH
 JE1917'FENCE LINE.  IT IS STAMPED JINGO NO. 1 1948 AND IS FLUSH WITH
 JE1917'THE SURFACE OF THE GROUND.
 JE1917'
 JE1917'REFERENCE MARK NO. 2 IS AT THE WEST EDGE OF THE CHURCH YARD, 37.5
 JE1917'FEET EAST OF U.S. HIGHWAY 69 AND 46.5 FEET WEST OF THE
 JE1917'SOUTHWEST CORNER OF THE CHURCH.  IT IS STAMPED JINGO NO. 2 1948
 JE1917'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1917'
 JE1917'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 34 FEET EAST
 JE1917'OF THE CENTER OF U.S. HIGHWAY 69, 23 FEET SOUTH OF A DRIVEWAY
 JE1917'LEADING EAST TO A FARM HOUSE, 2 FEET WEST OF A NORTH-SOUTH
 JE1917'FENCE LINE AND 1.5 FEET SOUTHWEST OF A WITNESS POST.  IT IS
 JE1917'STAMPED JINGO 1948 AND PROJECTS 6 INCHES.  TO REACH FROM
 JE1917'STATION, GO NORTH ON U.S. HIGHWAY 69 0.4 MILE.
 JE1917'
 JE1917'TO REACH THE STATION FROM THE MAIN INTERSECTION IN LA CYGNE,
 JE1917'GO EAST ON STATE HIGHWAY 35 FOR 3.85 MILES TO U.S. HIGHWAY
 JE1917'69, TURN LEFT, NORTH, ON U.S. HIGHWAY 69 AND GO 4 MILES TO THE
 JE1917'CHURCH AND THE STATION ON THE RIGHT AS DESCRIBED.
 JE1917'
 JE1917'A 74 FOOT SIGNAL AT STATION MERWIN 1934 IS VISIBLE AT 30 FEET.
 JE1917'
 JE1917'A 74 FOOT SIGNAL AT FERGUSON 1934 IS VISIBLE AT 40 FEET.
 JE1917'
 JE1917'A 74 FOOT SIGNAL AT STATION LINCOLN IS VISIBLE AT 20 FEET.
 JE1917'
 JE1917'AN 87 FOOT SIGNAL AT STATION PLEASANTON IS VISIBLE AT 20 FEET.
 JE1917'
 JE1917'A 74 FOOT SIGNAL AT STATION MARIAS IS VISIBLE AT THE GROUND.
 JE1917'
 JE1917'A 74 FOOT SIGNAL AT STATION LA CYGNE IS VISIBLE AT 10 FEET.
 JE1917'
 JE1917'A 74 FOOT SIGNAL AT STATION DAVIS IS VISIBLE AT 10 FEET.
 JE1917'
 JE1917'A 74 FOOT SIGNAL AT STATION OSA IS VISIBLE AT 10 FEET.
 JE1917'
 JE1917'A 74 FOOT SIGNAL AT STATION LANCASTER IS VISIBLE AT 20 FEET.
 JE1917'
 JE1917'AN 87 FOOT SIGNAL AT STATION WEA IS VISIBLE AT 10 FEET.
 JE1917'
 JE1917'A 74 FOOT SIGNAL AT STATION MIDDLE IS VISIBLE AT 10 FEET.
 JE1917'
 JE1917'A 74 FOOT SIGNAL AT STATION WINDISCH 1934 IS VISIBLE AT 10 FEET.
 JE1917'
 JE1917'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1917
 JE1917                          STATION RECOVERY (1970)
 JE1917
 JE1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1917'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 JE1917'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 JE1917'IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JE1917'RECOVERY EXCEPT FOR HIGHWAY CHANGES IN THE TO REACH THE STATION.
 JE1917'CLEARING IS REQUIRED TO SEE REFERENCE MARK NO. 1.
 JE1917'
 JE1917'A METAL WITNESS POST WAS SET 9 FEET NORTH OF THE STATION MARK.
 JE1917'
 JE1917'A METAL WITNESS POST WAS SET 1.5 FEET NORTH OF THE AZIMUTH MARK.
 JE1917'
 JE1917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 JE1917'AND STATE HIGHWAY 135 WHICH IS ABOUT 4-1/2 MILES EAST OF LA CYGNE,
 JE1917'GO WEST ON STATE HIGHWAY 135 FOR 0.4 MILE TO THE JUNCTION OF
 JE1917'STATE HIGHWAY 135 AND OLD U.S. HIGHWAY 69.  TURN RIGHT AND GO
 JE1917'NORTH ON OLD U.S. HIGHWAY 69 FOR 4.05 MILES TO A CROSSROAD
 JE1917'IN THE VILLAGE OF JINGO AND THE STATION IN THE NORTHEAST
 JE1917'ANGLE OF CROSSROAD AND IN THE NORTHWEST SIDE OF THE CHURCH
 JE1917'YARD.  (CONTINUE NORTH ON OLD U.S. HIGHWAY 69 FOR 0.4 MILE TO
 JE1917'A DRIVEWAY LEADING TO AN ABANDONED BRICK HOUSE AND THE AZIMUTH
 JE1917'MARK ON THE RIGHT).
 JE1917'
 JE1917'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 JE1917'NORTHEAST OF LA CYGNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1918 ***********************************************************************
 JE1918  DESIGNATION -  JINGO ATT MICROWAVE TOWER
 JE1918  PID         -  JE1918
 JE1918  STATE/COUNTY-  KS/MIAMI
 JE1918  USGS QUAD   -  NEW LANCASTER (1973)
 JE1918
 JE1918                         *CURRENT SURVEY CONTROL
 JE1918  ___________________________________________________________________
 JE1918* NAD 83(1997)-  38 24 14.21969(N)    094 40 27.88554(W)     ADJUSTED  
 JE1918* NAVD 88     -                                                        
 JE1918  ___________________________________________________________________
 JE1918  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 JE1918  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JE1918
 JE1918  HORZ ORDER  -  THIRD
 JE1918
 JE1918.The horizontal coordinates were established by classical geodetic methods
 JE1918.and adjusted by the National Geodetic Survey in October 1998..
 JE1918
 JE1918
 JE1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1918
 JE1918.The geoid height was determined by GEOID03.
 JE1918
 JE1918;                    North         East     Units Scale Factor Converg.
 JE1918;SPC KS S     -   599,670.714   734,056.111   MT  0.99997187   +2 21 03.4
 JE1918;SPC MO W     -   248,300.285   834,766.210   MT  0.99994403   -0 06 30.0
 JE1918;UTM  15      - 4,251,962.951   353,796.292   MT  0.99986325   -1 02 25.2
 JE1918
 JE1918                          SUPERSEDED SURVEY CONTROL
 JE1918
 JE1918  NAD 83(1986)-  38 24 14.22755(N)    094 40 27.88319(W) AD(       ) 4
 JE1918  NAD 27      -  38 24 14.17112(N)    094 40 27.06049(W) AD(       ) 3
 JE1918
 JE1918.Superseded values are not recommended for survey control.
 JE1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1918.See file dsdata.txt to determine how the superseded data were derived.
 JE1918
 JE1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC5379651963(NAD 83)
 JE1918_MARKER: 45 = MICROWAVE TOWER
 JE1918
 JE1918  HISTORY     - Date     Condition        Report By
 JE1918  HISTORY     - 1963     FIRST OBSERVED   CGS
 JE1918
 JE1918                          STATION DESCRIPTION
 JE1918
 JE1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (PB)
 JE1918'THE STATION IS LOCATED 6 MILES NORTH OF LA CYGNE AND 1.1 MILES
 JE1918'EAST OF JINGO.
 JE1918'
 JE1918'TO REACH THE STATION FROM A CROSSROAD IN THE CENTER OF JINGO,
 JE1918'GO EAST ON A GRAVELED ROAD FOR 1.1 MILES TO THE STATION ON THE
 JE1918'LEFT.
 JE1918'
 JE1918'THE STATION IS A 4 LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE
 JE1918'IN COLOR WITH TWO REFLECTOR ON THE TOP AND IS ABOUT 343 FEET IN
 JE1918'HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0729 ***********************************************************************
 HE0729  DESIGNATION -  JOE
 HE0729  PID         -  HE0729
 HE0729  STATE/COUNTY-  KS/LABETTE
 HE0729  USGS QUAD   -  PARSONS EAST (1973)
 HE0729
 HE0729                         *CURRENT SURVEY CONTROL
 HE0729  ___________________________________________________________________
 HE0729* NAD 83(1997)-  37 21 11.93297(N)    095 07 59.98397(W)     ADJUSTED  
 HE0729* NAVD 88     -       268.76   (+/-2cm)     881.8    (feet)  VERTCON   
 HE0729  ___________________________________________________________________
 HE0729  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HE0729  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 HE0729
 HE0729  HORZ ORDER  -  SECOND
 HE0729  VERT ORDER  -  THIRD ? (See Below)
 HE0729
 HE0729.The horizontal coordinates were established by classical geodetic methods
 HE0729.and adjusted by the National Geodetic Survey in October 1998..
 HE0729
 HE0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0729.The vertical order pertains to the NGVD 29 superseded value.
 HE0729
 HE0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0729
 HE0729.The geoid height was determined by GEOID03.
 HE0729
 HE0729;                    North         East     Units Scale Factor Converg.
 HE0729;SPC KS S     -   481,592.454   698,211.200   MT  0.99998409   +2 04 08.1
 HE0729;UTM  15      - 4,136,202.652   311,055.032   MT  1.00003978   -1 17 41.0
 HE0729
 HE0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0729!SPC KS S     -   0.99996258  x   0.99998409  =   0.99994667
 HE0729!UTM  15      -   0.99996258  x   1.00003978  =   1.00000236
 HE0729
 HE0729|---------------------------------------------------------------------|
 HE0729| PID    Reference Object                     Distance      Geod. Az  |
 HE0729|                                                           dddmmss.s |
 HE0729| CL4602 JOE RM 1                             18.917 METERS 00051     |
 HE0729| HE0723 STRAUSS KAN GAS ELEC CO TANK        APPROX. 5.4 KM 1600107.8 |
 HE0729| CL4601 JOE AZ MK                                          1692304.7 |
 HE0729| HE0727 PARSONS KAN ORD PLT TANK 4          APPROX. 8.2 KM 2095036.3 |
 HE0729| HE0735 PARSONS KAN ORD PLT TANK 3          APPROX. 9.7 KM 2135219.1 |
 HE0729| HE0730 PARSONS KAN ORD PLT TANK 2          APPROX. 5.6 KM 2241549.2 |
 HE0729| CL4603 JOE RM 2                             13.439 METERS 22759     |
 HE0729| HE0733 PARSONS KAN ORD PLT TANK 1          APPROX. 6.5 KM 2411143.1 |
 HE0729|---------------------------------------------------------------------|
 HE0729
 HE0729                          SUPERSEDED SURVEY CONTROL
 HE0729
 HE0729  NAD 83(1997)-  37 21 11.93755(N)    095 07 59.98433(W) AD(       ) 2
 HE0729  NAD 83(1986)-  37 21 11.94563(N)    095 07 59.97336(W) AD(       ) 2
 HE0729  NAD 27      -  37 21 11.73228(N)    095 07 59.08296(W) AD(       ) 2
 HE0729  NGVD 29 (07/19/86)  268.64   (m)          881.4    (f) LEVELING    3  
 HE0729
 HE0729.Superseded values are not recommended for survey control.
 HE0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0729.See file dsdata.txt to determine how the superseded data were derived.
 HE0729
 HE0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1105536203(NAD 83)
 HE0729_MARKER: DS = TRIANGULATION STATION DISK
 HE0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0729+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2004
 HE0729
 HE0729  HISTORY     - Date     Condition        Report By
 HE0729  HISTORY     - 1966     MONUMENTED       CGS
 HE0729  HISTORY     - 20040129 GOOD             SKW
 HE0729
 HE0729                          STATION DESCRIPTION
 HE0729
 HE0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0729'THE STATION IS ABOUT 7-1/2 MILES EAST OF PARSONS, 6-1/2
 HE0729'MILES WEST OF MC CUNE, 3 MILES WEST-NORTHWEST OF STRAUSS,
 HE0729'ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.
 HE0729'
 HE0729'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 HE0729'59 AND 160 IN PARSONS, GO EAST ON HIGHWAY 160 FOR 7.0 MILES
 HE0729'TO A SIDE ROAD ON THE LEFT ABOUT 1/4 MILE BEFORE REACHING
 HE0729'A STORE AND SERVICE STATION.  TURN LEFT AND GO NORTH ON
 HE0729'GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HE0729'CONTINUE AHEAD, NORTH, ON GRAVELED ROAD FOR 0.55 MILE TO
 HE0729'A SIDE ROAD ON THE LEFT, TURN LEFT AND GO WEST ON GRAVELED
 HE0729'ROAD FOR 0.1 MILE UP HILL TO WHERE THE ROAD CURVES TO THE
 HE0729'NORTH AND THE STATION ON THE RIGHT.
 HE0729'
 HE0729'STATION MARK IS A STANDARD DISK, STAMPED JOE 1964, SET IN
 HE0729'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HE0729'WITH THE GROUND.  IT IS 44 FEET NORTHEAST OF A WITNESS POST,
 HE0729'36.5 FEET EAST OF A NORTH-SOUTH FENCE AND 21 FEET EAST OF
 HE0729'THE CENTERLINE OF A GRAVELED ROAD.
 HE0729'
 HE0729'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JOE NO 1 1964,
 HE0729'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT ROCK OUTCROP THAT
 HE0729'IS FLUSH WITH THE GROUND.  IT IS 41 FEET EAST OF THE NORTH-SOUTH
 HE0729'FENCE, 24 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD,
 HE0729'3 FEET SOUTH OF A 30 INCH TREE AND ABOUT THE SAME ELEVATION
 HE0729'AS THE STATION.
 HE0729'
 HE0729'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JOE NO 2 1964,
 HE0729'CEMENTED IN A DRILL HOLE IN A 4 BY 3 FOOT ROCK OUTCROP THAT
 HE0729'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 17.8 FEET WEST
 HE0729'OF THE CENTERLINE OF THE GRAVELED ROAD, 2 FEET EAST OF THE
 HE0729'NORTH-SOUTH FENCE, 2 FEET SOUTH OF THE WITNESS POST AND
 HE0729'ABOUT THE SAME ELEVATION AS THE STATION.
 HE0729'
 HE0729'AZIMUTH MARK IS A STANDARD DISK, STAMPED JOE 1964, SET IN
 HE0729'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HE0729'WITH THE GROUND.  IT IS 21 FEET EAST OF THE CENTERLINE OF
 HE0729'A NORTH-SOUTH GRAVELED ROAD, 2.7 FEET WEST OF A POWER LINE
 HE0729'POLE, 2.4 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF
 HE0729'A FENCE.
 HE0729'
 HE0729'HEIGHT OF LIGHT ABOVE STATION MARK 14.64 METERS.
 HE0729
 HE0729                          STATION RECOVERY (2004)
 HE0729
 HE0729'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 HE0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0864 ***********************************************************************
 KF0864  DESIGNATION -  JOE
 KF0864  PID         -  KF0864
 KF0864  STATE/COUNTY-  KS/CLOUD
 KF0864  USGS QUAD   -  MILTONVALE NW (1965)
 KF0864
 KF0864                         *CURRENT SURVEY CONTROL
 KF0864  ___________________________________________________________________
 KF0864* NAD 83(1997)-  39 29 44.15947(N)    097 24 03.17271(W)     ADJUSTED  
 KF0864* NAVD 88     -       445.94   (+/-2cm)    1463.1    (feet)  VERTCON   
 KF0864  ___________________________________________________________________
 KF0864  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 KF0864  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 KF0864
 KF0864  HORZ ORDER  -  SECOND
 KF0864  VERT ORDER  -  THIRD ? (See Below)
 KF0864
 KF0864.The horizontal coordinates were established by classical geodetic methods
 KF0864.and adjusted by the National Geodetic Survey in October 1998..
 KF0864
 KF0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0864.The vertical order pertains to the NGVD 29 superseded value.
 KF0864
 KF0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0864
 KF0864.The geoid height was determined by GEOID03.
 KF0864
 KF0864;                    North         East     Units Scale Factor Converg.
 KF0864;SPC KS N     -   129,196.998   451,533.366   MT  0.99996596   +0 22 44.7
 KF0864;UTM  14      - 4,372,996.773   637,502.767   MT  0.99983279   +1 01 02.0
 KF0864
 KF0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0864!SPC KS N     -   0.99993427  x   0.99996596  =   0.99990023
 KF0864!UTM  14      -   0.99993427  x   0.99983279  =   0.99976707
 KF0864
 KF0864|---------------------------------------------------------------------|
 KF0864| PID    Reference Object                     Distance      Geod. Az  |
 KF0864|                                                           dddmmss.s |
 KF0864| CN8890 JOE RM 1                              7.054 METERS 10405     |
 KF0864| CN8891 JOE RM 2                             26.055 METERS 22205     |
 KF0864| CN8889 JOE AZ MK                                          2631056.2 |
 KF0864|---------------------------------------------------------------------|
 KF0864
 KF0864                          SUPERSEDED SURVEY CONTROL
 KF0864
 KF0864  NAD 83(1986)-  39 29 44.16671(N)    097 24 03.17092(W) AD(       ) 2
 KF0864  NAD 27      -  39 29 44.18600(N)    097 24 02.02900(W) AD(       ) 2
 KF0864  NGVD 29 (07/19/86)  445.82   (m)         1462.7    (f) LEVELING    3  
 KF0864
 KF0864.Superseded values are not recommended for survey control.
 KF0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0864.See file dsdata.txt to determine how the superseded data were derived.
 KF0864
 KF0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ3750372997(NAD 83)
 KF0864_MARKER: DS = TRIANGULATION STATION DISK
 KF0864_SETTING: 66 = SET IN ROCK OUTCROP
 KF0864
 KF0864  HISTORY     - Date     Condition        Report By
 KF0864  HISTORY     - 1950     MONUMENTED       CGS
 KF0864
 KF0864                          STATION DESCRIPTION
 KF0864
 KF0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0864'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF THE VILLAGE
 KF0864'OF ST. JOSEPH ON THE HIGHEST POINT OF A PROMINENT ROCKY HILL IN
 KF0864'A PASTURE AND ON LAND OWNED BY MR. W.G. HAMEL.  IT IS ABOUT 230
 KF0864'FEET NORTH OF EAST-WEST SECTION LINE ROAD, SET IN BEDROCK, STAMPED
 KF0864'JOE 1950 AND SET FLUSH WITH THE BEDROCK SURFACE.
 KF0864'
 KF0864'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET IN
 KF0864'BEDROCK AND ON ABOUT THE SAME ELEVATION AS STATION MARK.  IT IS
 KF0864'STAMPED JOE NO 1 1950 AND SET FLUSH WITH THE ROCK SURFACE.
 KF0864'
 KF0864'REFERENCE MARK NO 2 IS SOUTH-SOUTHWEST OF THE STATION, SET IN
 KF0864'BEDROCK AND ABOUT 2 FEET LOWER IN ELEVATION THAN STATION MARK.  IT
 KF0864'IS STAMPED JOE NO 2 1950 AND SET FLUSH WITH THE ROCK SURFACE.
 KF0864'
 KF0864'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 98.52 FEET.
 KF0864'
 KF0864'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST-SOUTHWEST OF THE STATION,
 KF0864'25 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 3 FEET WEST
 KF0864'OF FENCE CORNER, 3 FEET EAST OF WITNESS POST AND 1 FOOT NORTH
 KF0864'OF EAST-WEST FENCE LINE.  IT IS STAMPED JOE 1950 AND PROJECTS
 KF0864'5 INCHES.
 KF0864'
 KF0864'TO REACH THE STATION FROM THE JUNCTION OF CROSSROAD IN THE
 KF0864'WEST EDGE OF ST JOSEPH, GO SOUTH ON NORTH-SOUTH ROAD FOR 1.0
 KF0864'MILE TO CROSSROAD, (TURN RIGHT AND GO WEST FOR 0.05 MILE TO THE
 KF0864'AZIMUTH MARK ON THE SOUTH SIDE AS DESCRIBED), TURN LEFT AND GO
 KF0864'EAST FOR 0.25 MILE TO TOP OF HILL AND STATION ABOUT 230 FEET
 KF0864'NORTH OF THIS POINT ON HIGHEST POINT OF HILL IN PASTURE AS
 KF0864'DESCRIBED.
 KF0864'
 KF0864'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0708 ***********************************************************************
 JH0708  DESIGNATION -  JOG
 JH0708  PID         -  JH0708
 JH0708  STATE/COUNTY-  KS/FINNEY
 JH0708  USGS QUAD   -  AMY SE (1974)
 JH0708
 JH0708                         *CURRENT SURVEY CONTROL
 JH0708  ___________________________________________________________________
 JH0708* NAD 83(1997)-  38 15 50.04718(N)    100 36 36.33366(W)     ADJUSTED  
 JH0708* NAVD 88     -       880.     (meters)    2887.     (feet)  SCALED    
 JH0708  ___________________________________________________________________
 JH0708  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 JH0708  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 JH0708
 JH0708  HORZ ORDER  -  SECOND
 JH0708
 JH0708.The horizontal coordinates were established by classical geodetic methods
 JH0708.and adjusted by the National Geodetic Survey in October 1998..
 JH0708
 JH0708.The orthometric height was scaled from a topographic map.
 JH0708
 JH0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0708
 JH0708.The geoid height was determined by GEOID03.
 JH0708
 JH0708;                    North         East     Units Scale Factor Converg.
 JH0708;SPC KS S     -   579,360.727   215,355.731   MT  0.99995413   -1 17 48.2
 JH0708;UTM  14      - 4,236,321.996   359,141.883   MT  0.99984435   -0 59 50.2
 JH0708
 JH0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0708!SPC KS S     -   0.99986585  x   0.99995413  =   0.99981999
 JH0708!UTM  14      -   0.99986585  x   0.99984435  =   0.99971022
 JH0708
 JH0708|---------------------------------------------------------------------|
 JH0708| PID    Reference Object                     Distance      Geod. Az  |
 JH0708|                                                           dddmmss.s |
 JH0708| CL3232 JOG RM 1                             30.026 METERS 09150     |
 JH0708| JH0707 BIN                                 APPROX. 7.2 KM 0963251.6 |
 JH0708| CL3233 JOG RM 2                             29.635 METERS 26913     |
 JH0708|---------------------------------------------------------------------|
 JH0708
 JH0708                          SUPERSEDED SURVEY CONTROL
 JH0708
 JH0708  NAD 83(1986)-  38 15 50.05119(N)    100 36 36.33279(W) AD(       ) 2
 JH0708  NAD 27      -  38 15 49.98087(N)    100 36 34.80057(W) AD(       ) 2
 JH0708
 JH0708.Superseded values are not recommended for survey control.
 JH0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0708.See file dsdata.txt to determine how the superseded data were derived.
 JH0708
 JH0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH5914236322(NAD 83)
 JH0708_MARKER: DS = TRIANGULATION STATION DISK
 JH0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0708
 JH0708  HISTORY     - Date     Condition        Report By
 JH0708  HISTORY     - 1963     MONUMENTED       CGS
 JH0708
 JH0708                          STATION DESCRIPTION
 JH0708
 JH0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0708'THE STATION IS 15 MILES SOUTH AND 8 MILES WEST OF DIGHTON, ON THE
 JH0708'FINNEY - LANE COUNTY LINE IN THE SOUTHWEST CORNER OF SECTION 35, T
 JH0708'20 S, R 30 W.
 JH0708'
 JH0708'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 156 AND STATE
 JH0708'HIGHWAY 23 NORTH (12 MILES WEST OF KALVESTA), GO NORTH ON HIGHWAY 23
 JH0708'FOR 13.9 MILES TO THE FINNEY-LANE COUNTY LINE.  CONTINUE NORTH ON
 JH0708'HIGHWAY 23 FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 JH0708'AND GO WEST ON A GRADED ROAD FOR 7.9 MILES TO A CROSSROAD.  TURN
 JH0708'LEFT AND GO SOUTH ON A GRAVEL ROAD (LANE COUNTY ROAD NO. 465)
 JH0708'FOR 1.9 MILES TO A CROSSROAD AND A HOUSE IN THE SOUTHWEST OF THE
 JH0708'CROSSING (THE GRAVEL ROAD CURVES TO THE WEST AT THIS
 JH0708'POINT).  TURN LEFT AND GO EAST ON A TRACK ROAD FOR 0.1 MILE TO THE
 JH0708'STATION ON THE LEFT, IN AN EAST-WEST FENCE LINE.
 JH0708'
 JH0708'STATION MARKS ARE STANDARD DISKS STAMPED JOG 1963.  THE SURFACE DISK
 JH0708'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 172
 JH0708'FEET NORTHEAST OF A POWER POLE, 19 FEET NORTH OF THE CENTER OF THE
 JH0708'TRACK ROAD, AND 5 FEET EAST OF A METAL WITNESS POST.  THE
 JH0708'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 41 INCHES
 JH0708'BELOW THE SURFACE OF THE GROUND.
 JH0708'
 JH0708'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JOG NO. 1 1963 IS SET
 JH0708'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 16.5 FEET
 JH0708'NORTH OF THE CENTER OF THE TRACK ROAD AND 2.5 FEET SOUTH OF THE
 JH0708'EAST-WEST FENCE.
 JH0708'
 JH0708'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JOB NO. 2 1963 IS SET
 JH0708'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 89.5 FEET
 JH0708'NORTHEAST OF THE POWER POLE, 17 FEET NORTH OF THE CENTER OF THE
 JH0708'TRACK ROAD, AND 2 FEET SOUTH OF THE EAST-WEST FENCE.
 JH0708'
 JH0708'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0708'STATION BIN IS VISIBLE FROM THE GROUND AND MAY BE USED FOR THE
 JH0708'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0652 ***********************************************************************
 JH0652  DESIGNATION -  JOHNSON
 JH0652  PID         -  JH0652
 JH0652  STATE/COUNTY-  KS/WALLACE
 JH0652  USGS QUAD   -  WESKAN (1979)
 JH0652
 JH0652                         *CURRENT SURVEY CONTROL
 JH0652  ___________________________________________________________________
 JH0652* NAD 83(1997)-  38 47 38.21705(N)    101 56 45.56504(W)     ADJUSTED  
 JH0652* NAVD 88     -      1184.4    (meters)    3886.     (feet)  VERTCON   
 JH0652  ___________________________________________________________________
 JH0652  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 JH0652  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 JH0652
 JH0652  HORZ ORDER  -  FIRST
 JH0652
 JH0652.The horizontal coordinates were established by classical geodetic methods
 JH0652.and adjusted by the National Geodetic Survey in October 1998..
 JH0652
 JH0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0652
 JH0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0652
 JH0652.The geoid height was determined by GEOID03.
 JH0652
 JH0652;                    North         East     Units Scale Factor Converg.
 JH0652;SPC KS N     -    58,601.146    57,296.287   MT  0.99998843   -2 29 48.1
 JH0652;SPC KS S     -   641,641.863   100,674.718   MT  1.00005287   -2 07 03.6
 JH0652;SPC CO C     -   417,474.178 1,223,069.729   MT  0.99995019   +2 14 29.3
 JH0652;SPC CO C     - 1,369,663.20  4,012,687.94   sFT  0.99995019   +2 14 29.3
 JH0652;UTM  14      - 4,298,034.491   244,138.832   MT  1.00040622   -1 50 48.2
 JH0652;UTM  13      - 4,298,342.595   765,244.617   MT  1.00046644   +1 54 52.3
 JH0652
 JH0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0652!SPC KS N     -   0.99981790  x   0.99998843  =   0.99980633
 JH0652!SPC KS S     -   0.99981790  x   1.00005287  =   0.99987076
 JH0652!SPC CO C     -   0.99981790  x   0.99995019  =   0.99976810
 JH0652!UTM  14      -   0.99981790  x   1.00040622  =   1.00022404
 JH0652!UTM  13      -   0.99981790  x   1.00046644  =   1.00028425
 JH0652
 JH0652|---------------------------------------------------------------------|
 JH0652| PID    Reference Object                     Distance      Geod. Az  |
 JH0652|                                                           dddmmss.s |
 JH0652| CM8862 JOHNSON RM 1                         25.203 METERS 08954     |
 JH0652| CM8861 JOHNSON AZ MK                                      2203320.6 |
 JH0652| JH0650 WESKAN CONSOL SCHOOL STACK          APPROX. 8.1 KM 3484125.8 |
 JH0652| CM8863 JOHNSON RM 2                         24.514 METERS 35727     |
 JH0652|---------------------------------------------------------------------|
 JH0652
 JH0652                          SUPERSEDED SURVEY CONTROL
 JH0652
 JH0652  NAD 83(1997)-  38 47 38.21719(N)    101 56 45.56518(W) AD(       ) 1
 JH0652  NAD 83(1986)-  38 47 38.21667(N)    101 56 45.56527(W) AD(       ) 1
 JH0652  NAD 27      -  38 47 38.18526(N)    101 56 43.92201(W) AD(       ) 1
 JH0652  NGVD 29 (07/19/86) 1183.9    (m)         3884.     (f) VERT ANG       
 JH0652
 JH0652.Superseded values are not recommended for survey control.
 JH0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0652.See file dsdata.txt to determine how the superseded data were derived.
 JH0652
 JH0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH4413998034(NAD 83)
 JH0652_MARKER: DS = TRIANGULATION STATION DISK
 JH0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0652
 JH0652  HISTORY     - Date     Condition        Report By
 JH0652  HISTORY     - 1934     MONUMENTED       CGS
 JH0652  HISTORY     - 1940     SEE DESCRIPTION  CGS
 JH0652  HISTORY     - 1968     GOOD             USGS
 JH0652
 JH0652                          STATION DESCRIPTION
 JH0652
 JH0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JH0652'STATION IS 75 YARDS E OF THE W END OF A WIDE RIDGE WHICH RUNS
 JH0652'E AND W, ON PASTURE LAND WITH A CULTIVATED FIELD JUST W OF IT.
 JH0652'THE STATION IS 0.6 MILE N OF A SECTION LINE ROAD, 10 FEET E
 JH0652'OF A N AND S FENCE LINE, 1.0 MILE E OF FARM BUILDINGS OF MR.
 JH0652'HENRY MEECE, AND ON THE PROPERTY OF MR. AUGUST JOHNSON.
 JH0652'
 JH0652'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JH0652'DISKS SET IN CONCRETE, AS DESCRIBED.
 JH0652'
 JH0652'REFERENCE MARK NO. 1 IS E OF STATION.
 JH0652'
 JH0652'REFERENCE MARK NO. 2 IS N OF STATION, AND 5 FEET E OF N AND S
 JH0652'FENCE.
 JH0652'
 JH0652'AZIMUTH MARK IS SW OF STATION, 20 FEET N OF E AND W SECTION
 JH0652'LINE ROAD, AND 0.3 MILE E OF INTERSECTION OF SECTION LINE
 JH0652'ROAD AND HIGHWAY 337.
 JH0652'
 JH0652'STATION IS REACHED FROM WESKAN, BY GOING S ON HIGHWAY 337 FOR
 JH0652'5.6 MILES TO INTERSECTING SECTION LINE ROAD.  TURN E HERE AND
 JH0652'DRIVE 1.0 MILE TO GATE ON N SIDE OF ROAD IN A N AND S FENCE
 JH0652'LINE.  TURN N HERE THROUGH GATE AND FOLLOW FENCE LINE N ALONG
 JH0652'E SIDE OF FENCE FOR 0.6 MILE TO TOP OF RIDGE AND STATION.
 JH0652'
 JH0652'A 12-FOOT STAND CLEARS ALL LINES.
 JH0652
 JH0652                          STATION RECOVERY (1940)
 JH0652
 JH0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (EPK)
 JH0652'PERMISSION GIVEN TO MOVE JOHNSON AZIMUTH 1934, LOCATED ON THE
 JH0652'SE CORNER OF THE SW 1/4 OF 35-14-42, WALLACE COUNTY, AND A
 JH0652'NEW AZIMUTH DISK SENT STAMPED JOHNSON 1934 RESET 1940.
 JH0652'
 JH0652'NEW AZIMUTH MARK SET IN CONCRETE AS PER SPECIFICATIONS, IN AZIMUTH
 JH0652'LINE OF OLD AZIMUTH MARK AND STATION MARK, 19.775 FEET NEARER
 JH0652'THE STATION.
 JH0652'
 JH0652'STANDARD REFERENCE MARK DISK STAMPED JOHNSON AZIMUTH, 1934,
 JH0652'RECEIVED IN OFFICE 10/11/40.
 JH0652
 JH0652                          STATION RECOVERY (1968)
 JH0652
 JH0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JH0652'REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 JH0652'
 JH0652'DISTANCES AND DIRECTIONS TO REFERENCE MARKS CHECKED (INCLUDE
 JH0652'AZIMUTH MARK IF DIRECTION MEASURED AND CHECKED).
 JH0652'
 JH0652'THE OLD DESCRIPTION IS ADEQUATE.
 JH0652'
 JH0652'AZIMUTH MARK - NOT FOUND.
 JH0652'
 JH0652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MI E OF
 JH0652'FARM BUILDINGS OF MR. H. NEECE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1089 ***********************************************************************
 HE1089  DESIGNATION -  JOHNSON
 HE1089  PID         -  HE1089
 HE1089  STATE/COUNTY-  KS/CHEROKEE
 HE1089  USGS QUAD   -  MELROSE (1974)
 HE1089
 HE1089                         *CURRENT SURVEY CONTROL
 HE1089  ___________________________________________________________________
 HE1089* NAD 83(1997)-  37 05 23.60191(N)    094 59 42.91031(W)     ADJUSTED  
 HE1089* NAVD 88     -       248.7    (meters)     816.     (feet)  VERTCON   
 HE1089  ___________________________________________________________________
 HE1089  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HE1089  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 HE1089
 HE1089  HORZ ORDER  -  SECOND
 HE1089
 HE1089.The horizontal coordinates were established by classical geodetic methods
 HE1089.and adjusted by the National Geodetic Survey in October 1998..
 HE1089
 HE1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1089
 HE1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1089
 HE1089.The geoid height was determined by GEOID03.
 HE1089
 HE1089;                    North         East     Units Scale Factor Converg.
 HE1089;SPC KS S     -   452,828.085   711,534.696   MT  1.00003945   +2 09 13.6
 HE1089;UTM  15      - 4,106,706.666   322,669.584   MT  0.99998739   -1 12 12.9
 HE1089
 HE1089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1089!SPC KS S     -   0.99996564  x   1.00003945  =   1.00000508
 HE1089!UTM  15      -   0.99996564  x   0.99998739  =   0.99995303
 HE1089
 HE1089|---------------------------------------------------------------------|
 HE1089| PID    Reference Object                     Distance      Geod. Az  |
 HE1089|                                                           dddmmss.s |
 HE1089| CQ5816 JOHNSON RM 2                         10.256 METERS 02906     |
 HE1089| CQ5815 JOHNSON RM 1                          8.657 METERS 29414     |
 HE1089| HE0746 BUD                                 APPROX. 1.7 KM 3165212.3 |
 HE1089|---------------------------------------------------------------------|
 HE1089
 HE1089                          SUPERSEDED SURVEY CONTROL
 HE1089
 HE1089  NAD 83(1997)-  37 05 23.60623(N)    094 59 42.91123(W) AD(       ) 2
 HE1089  NAD 83(1986)-  37 05 23.61783(N)    094 59 42.90139(W) AD(       ) 2
 HE1089  NAD 27      -  37 05 23.37905(N)    094 59 42.05208(W) AD(       ) 2
 HE1089  NGVD 29 (07/19/86)  248.6    (m)          816.     (f) VERT ANG       
 HE1089
 HE1089.Superseded values are not recommended for survey control.
 HE1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1089.See file dsdata.txt to determine how the superseded data were derived.
 HE1089
 HE1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2267006707(NAD 83)
 HE1089_MARKER: DS = TRIANGULATION STATION DISK
 HE1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1089_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1089
 HE1089  HISTORY     - Date     Condition        Report By
 HE1089  HISTORY     - 1966     MONUMENTED       CGS
 HE1089
 HE1089                          STATION DESCRIPTION
 HE1089
 HE1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1089'THE STATION IS LOCATED 8 MILES SOUTHEAST OF OSWEGO, 6-1/2 MILES
 HE1089'NORTHEAST OF CHETOPA, 6 MILES SOUTH OF HALLOWELL ON PROPERTY
 HE1089'OWNED BY R.S. JOHNSON.
 HE1089'
 HE1089'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 96 AND
 HE1089'A NORTH-SOUTH GRAVELED ROAD JUST EAST OF ANGELOS STORE IN THE
 HE1089'NORTHEAST EDGE OF HALLOWELL, (THIS IS 6 MILES EAST OF THE CENTER
 HE1089'OF OSWEGO), GO SOUTH ON THE GRAVELED ROAD FOR 6.0 MILES TO A
 HE1089'CROSSROAD AND THE STATION.
 HE1089'
 HE1089'THE STATION MARK IS A STANDARD DISK, STAMPED JOHNSON 1966, SET
 HE1089'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE1089'IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 50.9 FEET
 HE1089'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE, 40.0
 HE1089'FEET SOUTHEAST OF A FENCECORNER, 30.2 FEET SOUTH OF AN EAST-WEST
 HE1089'FENCE, 29.9 FEET SOUTHEAST OF A WITNESS POST AND 26.4 FEET EAST
 HE1089'OF A NORTH-SOUTH FENCE.
 HE1089'
 HE1089'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JOHNSON NO 1 1966,
 HE1089'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1089'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 26 FEET EAST OF
 HE1089'THE CENTERLINE OF A NORTH-SOUTH ROAD, 18.0 FEET SOUTH OF THE
 HE1089'FENCECORNER, 2.9 FEET SOUTH OF THE WITNESS POST, 1.0 FEET EAST
 HE1089'OF THE NORTH-SOUTH FENCE AND AT ABOUT THE SAME ELEVATION AS THE
 HE1089'STATION.
 HE1089'
 HE1089'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JOHNSON NO 2 1966,
 HE1089'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1089'THAT IS FLUSH WITH THE GROUND.  IT IS 43.7 FEET EAST OF THE
 HE1089'FENCECORNER, 33 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 HE1089'ROAD, 1.0 FEET SOUTH OF THE EAST-WEST FENCE AND AT ABOUT
 HE1089'THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0865 ***********************************************************************
 JG0865  DESIGNATION -  JOHNSON
 JG0865  PID         -  JG0865
 JG0865  STATE/COUNTY-  KS/PAWNEE
 JG0865  USGS QUAD   -  LARNED (1970)
 JG0865
 JG0865                         *CURRENT SURVEY CONTROL
 JG0865  ___________________________________________________________________
 JG0865* NAD 83(1997)-  38 07 57.90422(N)    099 03 59.46194(W)     ADJUSTED  
 JG0865* NAVD 88     -       631.78   (+/-2cm)    2072.8    (feet)  VERTCON   
 JG0865  ___________________________________________________________________
 JG0865  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 JG0865  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 JG0865
 JG0865  HORZ ORDER  -  SECOND
 JG0865  VERT ORDER  -  THIRD ? (See Below)
 JG0865
 JG0865.The horizontal coordinates were established by classical geodetic methods
 JG0865.and adjusted by the National Geodetic Survey in October 1998..
 JG0865
 JG0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0865.The vertical order pertains to the NGVD 29 superseded value.
 JG0865
 JG0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0865
 JG0865.The geoid height was determined by GEOID03.
 JG0865
 JG0865;                    North         East     Units Scale Factor Converg.
 JG0865;SPC KS S     -   562,865.087   350,334.371   MT  0.99994294   -0 20 53.3
 JG0865;UTM  14      - 4,220,546.295   494,170.510   MT  0.99960042   -0 02 27.9
 JG0865
 JG0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0865!SPC KS S     -   0.99990497  x   0.99994294  =   0.99984792
 JG0865!UTM  14      -   0.99990497  x   0.99960042  =   0.99950543
 JG0865
 JG0865:                Primary Azimuth Mark                     Grid Az
 JG0865:SPC KS S     -  RADIUM COOP CO GRAIN ELEVATOR            073 03 13.8
 JG0865:UTM  14      -  RADIUM COOP CO GRAIN ELEVATOR            072 44 48.4
 JG0865
 JG0865|---------------------------------------------------------------------|
 JG0865| PID    Reference Object                     Distance      Geod. Az  |
 JG0865|                                                           dddmmss.s |
 JG0865| JG0773 RADIUM COOP CO GRAIN ELEVATOR       APPROX.15.6 KM 0724220.5 |
 JG0865| JG0770 ST JOHN MUNICIPAL TANK              APPROX.30.5 KM 1180657.6 |
 JG0865| HG0881 MACKSVILLE MUNICIPAL TANK           APPROX.20.6 KM 1550001.3 |
 JG0865| HG0885 BELPRE MUNICIPAL TANK               APPROX.20.5 KM 1881231.0 |
 JG0865| CL3235 JOHNSON RM 1                         27.523 METERS 22809     |
 JG0865| JG0872 KANSAS STATE HOSP TALL STACK        APPROX. 8.8 KM 2975544.6 |
 JG0865| JG0871 KANSAS STATE HOSPITAL WATER TANK    APPROX. 8.9 KM 2983208.3 |
 JG0865| JG0866 LARNED MUNICIPAL STANDPIPE          APPROX. 6.2 KM 3224736.4 |
 JG0865| CL3234 JOHNSON AZ MK                                      3261332.7 |
 JG0865| CL3236 JOHNSON RM 2                         27.155 METERS 32752     |
 JG0865| JG0863 LARNED MUN ELEC LT PLANT STACK      APPROX. 5.7 KM 3282422.5 |
 JG0865|---------------------------------------------------------------------|
 JG0865
 JG0865                          SUPERSEDED SURVEY CONTROL
 JG0865
 JG0865  NAD 83(1997)-  38 07 57.91185(N)    099 03 59.46112(W) AD(       ) 2
 JG0865  NAD 83(1986)-  38 07 57.91152(N)    099 03 59.46062(W) AD(       ) 2
 JG0865  NAD 27      -  38 07 57.86100(N)    099 03 58.09600(W) AD(       ) 2
 JG0865  NGVD 29 (07/19/86)  631.61   (m)         2072.2    (f) LEVELING    3  
 JG0865
 JG0865.Superseded values are not recommended for survey control.
 JG0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0865.See file dsdata.txt to determine how the superseded data were derived.
 JG0865
 JG0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9417120546(NAD 83)
 JG0865_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JG0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0865_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0865+STABILITY: SURFACE MOTION
 JG0865
 JG0865  HISTORY     - Date     Condition        Report By
 JG0865  HISTORY     - 1934     MONUMENTED       CGS
 JG0865  HISTORY     - 1953     GOOD             CGS
 JG0865  HISTORY     - 1965     GOOD             CGS
 JG0865  HISTORY     - 1987     GOOD             NOS
 JG0865
 JG0865                          STATION DESCRIPTION
 JG0865
 JG0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0865'STATION IS LOCATED ABOUT 4.0 MILES SOUTHEAST OF TOWN OF LARNED
 JG0865'IN SOUTHEAST QUARTER OF SEC. 15, T. 22 S., R. 16 W., ON HIGHEST
 JG0865'KNOLL IN VICINITY.
 JG0865'
 JG0865'REACHED BY GOING SOUTH ON STATE HIGHWAY 19 FROM BRICK RAILROAD
 JG0865'STATION IN LARNED 2.2 MILES TURN LEFT (EAST) ON T-ROAD AT
 JG0865'HOUSE ON RIGHT AND GO 1.0 MILE, TURN RIGHT (SOUTH ON DIRT
 JG0865'CROSSROAD AND GO 1.0 MILE, TURN LEFT (EAST) ON ANOTHER DIRT
 JG0865'CROSSROAD AND GO 1.0 MILE, TURN LEFT (NORTH) ON STILL ANOTHER
 JG0865'DIRT CROSSROAD AND GO 0.15 MILE, TURN LEFT (WEST) THROUGH A GAP
 JG0865'IN FENCE AND TAKE A ROAD LEADING THROUGH ANOTHER GAP IN A
 JG0865'FENCE AT WINDMILL.  PASS THROUGH THIS GAP AND CONTINUE ACROSS
 JG0865'FIELD FOR ABOUT 0.3 MILE TO HIGHEST PART OF KNOLL AND
 JG0865'STATION.
 JG0865'
 JG0865'MARK IS SET 650 FEET NORTH AND APPROXIMATELY 2065 FEET WEST
 JG0865'OF SOUTHEAST CORNER OF SECTION 15 ON PROPERTY OF W.D. JOHNSON.
 JG0865'
 JG0865'REFERENCE MARK NO. 1 IS 91.30 FEET SOUTHWEST OF STATION ON
 JG0865'SOUTHWESTERN EDGE OF KNOLL.
 JG0865'
 JG0865'REFERENCE MARK NO. 2 IS 89.09 FEET NORTHWEST OF STATION ON
 JG0865'NORTHWESTERN EDGE OF KNOLL.
 JG0865'
 JG0865'AZIMUTH MARK IS APPROXIMATELY 1.3 MILES NORTHWEST OF STATION IN
 JG0865'SOUTHEAST CORNER OF SECTION, 20 FEET NORTHWEST OF POINT OF
 JG0865'INTERSECTION OF CROSSROADS.
 JG0865'
 JG0865'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JG0865'BRONZE DISKS AS DESCRIBED.
 JG0865'
 JG0865'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JG0865
 JG0865                          STATION RECOVERY (1953)
 JG0865
 JG0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0865'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 JG0865'AND FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS-
 JG0865'
 JG0865'THE STATION IS ABOUT 4 MILES SOUTHEAST OF LARNED, IN THE SOUTHWEST
 JG0865'1/4 OF SEC. 15, T 22 S, R 16 W, ON A SANDY HILL WHICH IS THE
 JG0865'HIGHEST POINT IN THE IMMEDIATE VICINITY AND OWNED BY HELEN
 JG0865'SCHARTZ.  IT IS 7 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST.
 JG0865'
 JG0865'TO REACH THE STATION FROM THE RAILROAD DEPOT IN LARNED, GO
 JG0865'SOUTH ON STATE HIGHWAY 19 FOR 0.9 MILE TO A Y-JUNCTION, BEAR RIGHT
 JG0865'AND CONTINUE SOUTH 1.4 MILES TO A SMALL CONCRETE BRIDGE AND A SIDE
 JG0865'ROAD LEFT, TURN LEFT AND GO EAST 1.0 MILE TO A CROSSROADS AND THE
 JG0865'AZIMUTH MARK, TURN RIGHT AND GO SOUTH 1.0 MILE TO A CROSSROADS,
 JG0865'TURN LEFT AND GO EAST 0.5 MILE TO A LOCKED GATE ON THE LEFT,
 JG0865'CONTINUE EAST 0.3 MILE TO ANOTHER GATE ON THE LEFT, PASS
 JG0865'THROUGH THE GATE, TURN LEFT AND GO NORTHWEST ACROSS A PASTURE
 JG0865'FOR 0.35 MILE TO THE HIGHEST POINT AND THE STATION.
 JG0865'
 JG0865'THE STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 JG0865'JOHNSON 1934.
 JG0865'
 JG0865'REFERENCE MARK 1 IS 82 FEET SOUTHWEST OF THE WITNESS POST.  THE
 JG0865'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED JOHNSON NO 1
 JG0865'1934.
 JG0865'
 JG0865'REFERENCE MARK 2 IS 86 FEET NORTHWEST OF THE WITNESS POST.
 JG0865'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED JOHNSON
 JG0865'NO 2 1934.
 JG0865'
 JG0865'THE AZIMUTH MARK IS 79 FEET NORTH OF A POWERLINE POLE, 47
 JG0865'FEET NORTHWEST OF THE CENTER OF THE CROSSROADS, AND 3 FEET
 JG0865'EAST OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 2
 JG0865'INCHES AND THE DISK IS STAMPED JOHNSON AZI. 1934.
 JG0865'THE MARK HAS APPARENTLY BEEN DISTURBED AS THE DIRECTION SHOWN
 JG0865'BELOW DOES NOT AGREE WITH THE ORIGINAL.
 JG0865
 JG0865                          STATION RECOVERY (1965)
 JG0865
 JG0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 JG0865'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 JG0865'CONDITION.  THE 1953 DESCRIPTION TO REACH THE STATION IS ADEQUATE
 JG0865'FOR RECOVERY.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT
 JG0865'THE STATION DUE TO SOME SMALL TREES ON LINE.
 JG0865
 JG0865                          STATION RECOVERY (1987)
 JG0865
 JG0865'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JWB)
 JG0865'THE STATION WAS RECOVERED AT THIS DATE.
 JG0865'STATION AND RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 JG0865'DESCRIBED.  THE AZIMUTH MARK WAS RECOVERED BUT APPEARS TO HAVE BEEN
 JG0865'DISTURBED.  REFERENCE MEASUREMENTS DO NOT CHECK AND ARROW ON
 JG0865'AZIMUTH MARK DISK IS POINTING W INSTEAD OF SE TOWARD STATION.
 JG0865'AZIMUTH MARK IS 54 FT NW OF INTERSECTION OF CENTERLINES OF N-S AND
 JG0865'E-W ROAD.
 JG0865'
 JG0865'RECOVERED BY JWB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1039 ***********************************************************************
 HH1039  DESIGNATION -  JOHNSON COOP ELEVATOR
 HH1039  PID         -  HH1039
 HH1039  STATE/COUNTY-  KS/STANTON
 HH1039  USGS QUAD   -  JOHNSON EAST (1978)
 HH1039
 HH1039                         *CURRENT SURVEY CONTROL
 HH1039  ___________________________________________________________________
 HH1039* NAD 83(1997)-  37 33 45.38393(N)    101 44 45.17871(W)     ADJUSTED  
 HH1039* NAVD 88     -                                                        
 HH1039  ___________________________________________________________________
 HH1039  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 HH1039  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 HH1039
 HH1039  HORZ ORDER  -  THIRD
 HH1039
 HH1039.The horizontal coordinates were established by classical geodetic methods
 HH1039.and adjusted by the National Geodetic Survey in October 1998..
 HH1039
 HH1039
 HH1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1039
 HH1039.The geoid height was determined by GEOID03.
 HH1039
 HH1039;                    North         East     Units Scale Factor Converg.
 HH1039;SPC KS S     -   504,426.762   113,291.990   MT  0.99995500   -1 59 40.9
 HH1039;UTM  14      - 4,160,831.577   257,469.932   MT  1.00032459   -1 40 29.2
 HH1039
 HH1039                          SUPERSEDED SURVEY CONTROL
 HH1039
 HH1039  NAD 83(1997)-  37 33 45.38516(N)    101 44 45.17857(W) AD(       ) 4
 HH1039  NAD 83(1986)-  37 33 45.38914(N)    101 44 45.17334(W) AD(       ) 4
 HH1039
 HH1039.Superseded values are not recommended for survey control.
 HH1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1039.See file dsdata.txt to determine how the superseded data were derived.
 HH1039
 HH1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5747060832(NAD 83)
 HH1039_MARKER: 65 = GRAIN ELEVATOR
 HH1039
 HH1039  HISTORY     - Date     Condition        Report By
 HH1039  HISTORY     - 1987     FIRST OBSERVED   NOS
 HH1039
 HH1039                          STATION DESCRIPTION
 HH1039
 HH1039'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HH1039'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF JOHNSON
 HH1039'KANSAS.
 HH1039'
 HH1039'THE STATION IS THE EASTERLY OF THREE GRAIN ELEVATORS ON THE
 HH1039'NORTH SIDE OF THE RAILROAD TRACKS.
 HH1039'
 HH1039'THE POINT INTERSECTED WAS THE CENTER OF TWO VERTICAL STEEL POSTS
 HH1039'WITH CROSS SECTION ATOP WHICH SUPPORT TWO RED OBSTRUCTION LIGHTS.
 HH1039'THE STATION IS ATOP THE HEAD HOUSE OF ELEVATOR OWNED BY JOHNSON
 HH1039'CO-OP.
 HH1039'
 HH1039'DESCRIBED BY JWB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0835 ***********************************************************************
 HH0835  DESIGNATION -  JOHNSON GRADE SCHOOL CUPOLA
 HH0835  PID         -  HH0835
 HH0835  STATE/COUNTY-  KS/STANTON
 HH0835  USGS QUAD   -  JOHNSON WEST (1973)
 HH0835
 HH0835                         *CURRENT SURVEY CONTROL
 HH0835  ___________________________________________________________________
 HH0835* NAD 83(1997)-  37 34 15.66538(N)    101 45 13.61127(W)     ADJUSTED  
 HH0835* NAVD 88     -                                                        
 HH0835  ___________________________________________________________________
 HH0835  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 HH0835  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 HH0835
 HH0835  HORZ ORDER  -  THIRD
 HH0835
 HH0835.The horizontal coordinates were established by classical geodetic methods
 HH0835.and adjusted by the National Geodetic Survey in October 1998..
 HH0835
 HH0835
 HH0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0835
 HH0835.The geoid height was determined by GEOID03.
 HH0835
 HH0835;                    North         East     Units Scale Factor Converg.
 HH0835;SPC KS S     -   505,384.047   112,627.223   MT  0.99995411   -1 59 58.3
 HH0835;UTM  14      - 4,161,785.492   256,799.583   MT  1.00032860   -1 40 47.7
 HH0835
 HH0835                          SUPERSEDED SURVEY CONTROL
 HH0835
 HH0835  NAD 83(1997)-  37 34 15.66630(N)    101 45 13.61108(W) AD(       ) 4
 HH0835  NAD 83(1997)-  37 34 15.67015(N)    101 45 13.60504(W) AD(       ) 4
 HH0835  NAD 83(1986)-  37 34 15.67029(N)    101 45 13.60345(W) AD(       ) 4
 HH0835  NAD 27      -  37 34 15.61082(N)    101 45 11.98089(W) AD(       ) 3
 HH0835
 HH0835.Superseded values are not recommended for survey control.
 HH0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0835.See file dsdata.txt to determine how the superseded data were derived.
 HH0835
 HH0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5680061785(NAD 83)
 HH0835_MARKER: 86 = CUPOLA
 HH0835_SETTING: 0 = UNSPECIFIED SETTING
 HH0835
 HH0835  HISTORY     - Date     Condition        Report By
 HH0835  HISTORY     - 1934     FIRST OBSERVED   CGS
 HH0835
 HH0835                          STATION DESCRIPTION
 HH0835
 HH0835'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1040 ***********************************************************************
 HH1040  DESIGNATION -  JOHNSON MICROWAVE MAST
 HH1040  PID         -  HH1040
 HH1040  STATE/COUNTY-  KS/STANTON
 HH1040  USGS QUAD   -  JOHNSON WEST (1973)
 HH1040
 HH1040                         *CURRENT SURVEY CONTROL
 HH1040  ___________________________________________________________________
 HH1040* NAD 83(1997)-  37 34 11.56604(N)    101 46 49.47997(W)     ADJUSTED  
 HH1040* NAVD 88     -                                                        
 HH1040  ___________________________________________________________________
 HH1040  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 HH1040  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 HH1040
 HH1040  HORZ ORDER  -  THIRD
 HH1040
 HH1040.The horizontal coordinates were established by classical geodetic methods
 HH1040.and adjusted by the National Geodetic Survey in October 1998..
 HH1040
 HH1040
 HH1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1040
 HH1040.The geoid height was determined by GEOID03.
 HH1040
 HH1040;                    North         East     Units Scale Factor Converg.
 HH1040;SPC KS S     -   505,340.164   110,271.775   MT  0.99995423   -2 00 57.3
 HH1040;UTM  14      - 4,161,728.446   254,443.518   MT  1.00034278   -1 41 46.1
 HH1040
 HH1040                          SUPERSEDED SURVEY CONTROL
 HH1040
 HH1040  NAD 83(1997)-  37 34 11.56705(N)    101 46 49.47993(W) AD(       ) 4
 HH1040  NAD 83(1997)-  37 34 11.57108(N)    101 46 49.47526(W) AD(       ) 4
 HH1040  NAD 83(1986)-  37 34 11.57115(N)    101 46 49.47337(W) AD(       ) 4
 HH1040
 HH1040.Superseded values are not recommended for survey control.
 HH1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1040.See file dsdata.txt to determine how the superseded data were derived.
 HH1040
 HH1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5444461728(NAD 83)
 HH1040_MARKER: 44 = MICROWAVE MAST
 HH1040
 HH1040  HISTORY     - Date     Condition        Report By
 HH1040  HISTORY     - 1987     FIRST OBSERVED   NOS
 HH1040
 HH1040                          STATION DESCRIPTION
 HH1040
 HH1040'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HH1040'THE STATION IS LOCATED 1.5 MILES WEST AND 0.5 MILE SOUTH
 HH1040'OF THE CENTER OF JOHNSON, KANSAS.
 HH1040'
 HH1040'TO REACH THE STATION FROM THE CENTER OF JOHNSON DRIVE WEST FOR 1.5
 HH1040'MILES THEN 0.5 MILE SOUTH TO THE STATION IN THE NE QUARTER OF
 HH1040'SECTION 34, T28S, R41W.
 HH1040'
 HH1040'THE POINT OBSERVED WAS THE RED OBSTRUCTION LIGHT ATOP THE CENTER
 HH1040'OF A GUYED SKELETON STEEL MAST PAINTED ALTERNATE RED AND WHITE.
 HH1040'THE MAST HAS THREE CIRCULAR M W ANTENNA, TWO ON THE SOUTH SIDE,
 HH1040'AND ONE ON THE EAST SIDE.
 HH1040'
 HH1040'DESCRIBED BY JWB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0837 ***********************************************************************
 HH0837  DESIGNATION -  JOHNSON MUN WATER TANK
 HH0837  PID         -  HH0837
 HH0837  STATE/COUNTY-  KS/STANTON
 HH0837  USGS QUAD   -  JOHNSON WEST (1973)
 HH0837
 HH0837                         *CURRENT SURVEY CONTROL
 HH0837  ___________________________________________________________________
 HH0837* NAD 83(1997)-  37 34 00.45752(N)    101 45 04.64068(W)     ADJUSTED  
 HH0837* NAVD 88     -                                                        
 HH0837  ___________________________________________________________________
 HH0837  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 HH0837  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 HH0837
 HH0837  HORZ ORDER  -  THIRD
 HH0837
 HH0837.The horizontal coordinates were established by classical geodetic methods
 HH0837.and adjusted by the National Geodetic Survey in October 1998..
 HH0837
 HH0837
 HH0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0837
 HH0837.The geoid height was determined by GEOID03.
 HH0837
 HH0837;                    North         East     Units Scale Factor Converg.
 HH0837;SPC KS S     -   504,907.816   112,830.866   MT  0.99995456   -1 59 52.8
 HH0837;UTM  14      - 4,161,310.228   257,005.957   MT  1.00032736   -1 40 41.7
 HH0837
 HH0837                          SUPERSEDED SURVEY CONTROL
 HH0837
 HH0837  NAD 83(1997)-  37 34 00.45859(N)    101 45 04.64067(W) AD(       ) 4
 HH0837  NAD 83(1997)-  37 34 00.46295(N)    101 45 04.63549(W) AD(       ) 4
 HH0837  NAD 83(1986)-  37 34 00.46432(N)    101 45 04.63492(W) AD(       ) 4
 HH0837  NAD 27      -  37 34 00.40462(N)    101 45 03.01467(W) AD(       ) 3
 HH0837
 HH0837.Superseded values are not recommended for survey control.
 HH0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0837.See file dsdata.txt to determine how the superseded data were derived.
 HH0837
 HH0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5700661310(NAD 83)
 HH0837_MARKER: 53 = ELEVATED TANK
 HH0837
 HH0837  HISTORY     - Date     Condition        Report By
 HH0837  HISTORY     - 1934     FIRST OBSERVED   CGS
 HH0837  HISTORY     - 1961     GOOD             CGS
 HH0837  HISTORY     - 1972     GOOD             NGS
 HH0837  HISTORY     - 1987     GOOD             NOS
 HH0837
 HH0837                          STATION DESCRIPTION
 HH0837
 HH0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0837'THE STATION IS THE FINIAL ATOP THE 130-FOOT HIGH JOHNSON MUNICIPAL
 HH0837'WATER TANK.  THE TANK IS SILVER COLORED, SUPPORTED BY FOUR LEGS,
 HH0837'AND HAS JOHNSON PAINTED IN BLACK LETTERS FOUR TIMES AROUND THE
 HH0837'MIDDLE OF THE TANK.  IT IS 0.7 MILE SOUTH OF U.S. HIGHWAY 160
 HH0837'AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF MAIN STREET
 HH0837'AND TRUDE AVENUE.  THE COUNTY HAS A MAST ON THE SIDE OF THE
 HH0837'TANK.  CALL LETTERS ARE KAH 771.
 HH0837
 HH0837                          STATION RECOVERY (1972)
 HH0837
 HH0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JSA)
 HH0837'STATION IS FINIAL ATOP 130-FOOT HIGH JOHNSON MUNICIPAL WATER TANK.
 HH0837'THE TANK IS SILVER COLORED, SUPPORTED BY FOUR LEGS, AND HAS JOHNSON
 HH0837'PAINTED IN BLACK LETTERS FOUR TIMES AROUND THE MIDDLE OF TANK.  IT
 HH0837'IS 0.7 MILE S. OF U. S. HIGHWAY 160 AND IN THE SW. ANGLE OF
 HH0837'INTERSECTION OF MAIN STREET AND TRUDE AVENUE.  THE COUNTY HAS A MAST
 HH0837'ON THE SIDE OF TANK.  CALL LETTERS ARE KAH 771.
 HH0837
 HH0837                          STATION RECOVERY (1987)
 HH0837
 HH0837'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HH0837'THE STATION WAS RECOVERED AT THIS DATE.
 HH0837'
 HH0837'RECOVERED BY JWB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0826 ***********************************************************************
 HH0826  DESIGNATION -  JOHNSON RAD STA KAK 487 MAST
 HH0826  PID         -  HH0826
 HH0826  STATE/COUNTY-  KS/STANTON
 HH0826  USGS QUAD   -  JOHNSON EAST (1978)
 HH0826
 HH0826                         *CURRENT SURVEY CONTROL
 HH0826  ___________________________________________________________________
 HH0826* NAD 83(1997)-  37 34 35.68766(N)    101 42 11.31511(W)     ADJUSTED  
 HH0826* NAVD 88     -                                                        
 HH0826  ___________________________________________________________________
 HH0826  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 HH0826  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 HH0826
 HH0826  HORZ ORDER  -  THIRD
 HH0826
 HH0826.The horizontal coordinates were established by classical geodetic methods
 HH0826.and adjusted by the National Geodetic Survey in October 1998..
 HH0826
 HH0826
 HH0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0826
 HH0826.The geoid height was determined by GEOID03.
 HH0826
 HH0826;                    North         East     Units Scale Factor Converg.
 HH0826;SPC KS S     -   505,846.080   117,118.966   MT  0.99995353   -1 58 06.3
 HH0826;UTM  14      - 4,162,272.735   261,290.303   MT  1.00030194   -1 38 57.2
 HH0826
 HH0826                          SUPERSEDED SURVEY CONTROL
 HH0826
 HH0826  NAD 83(1997)-  37 34 35.68918(N)    101 42 11.31491(W) AD(       ) 4
 HH0826  NAD 83(1986)-  37 34 35.69112(N)    101 42 11.30830(W) AD(       ) 4
 HH0826  NAD 27      -  37 34 35.62991(N)    101 42 09.69263(W) AD(       ) 3
 HH0826
 HH0826.Superseded values are not recommended for survey control.
 HH0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0826.See file dsdata.txt to determine how the superseded data were derived.
 HH0826
 HH0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG6129062273(NAD 83)
 HH0826_MARKER: 42 = RADIO/TV MAST
 HH0826
 HH0826  HISTORY     - Date     Condition        Report By
 HH0826  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0826  HISTORY     - 1987     GOOD             NOS
 HH0826
 HH0826                          STATION DESCRIPTION
 HH0826
 HH0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0826'THE STATION IS THE SLENDER ANTENNA ATOP THE GRAY COLORED RADIO
 HH0826'MAST ON THE JOHNSON COMPRESSOR STATION GROUNDS, WHICH ARE 2-1/2
 HH0826'MILES EAST OF JOHNSON AND 75 YARDS SOUTH OF U.S. HIGHWAY 160.
 HH0826'THE MAST IS OWNED BY THE KANSAS-COLORADO UTILITIES COMPANY.
 HH0826
 HH0826                          STATION RECOVERY (1987)
 HH0826
 HH0826'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HH0826'THE STATION WAS RECOVERED AT THIS DATE.
 HH0826'
 HH0826'RECOVERED BY JWB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1157 ***********************************************************************
 KF1157  DESIGNATION -  JOHNSTON
 KF1157  PID         -  KF1157
 KF1157  STATE/COUNTY-  KS/MARSHALL
 KF1157  USGS QUAD   -  BLUE RAPIDS (1983)
 KF1157
 KF1157                         *CURRENT SURVEY CONTROL
 KF1157  ___________________________________________________________________
 KF1157* NAD 83(1997)-  39 43 59.38061(N)    096 38 50.22535(W)     ADJUSTED  
 KF1157* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 KF1157  ___________________________________________________________________
 KF1157  LAPLACE CORR-          -9.12  (seconds)                    DEFLEC99
 KF1157  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 KF1157
 KF1157  HORZ ORDER  -  SECOND
 KF1157
 KF1157.The horizontal coordinates were established by classical geodetic methods
 KF1157.and adjusted by the National Geodetic Survey in October 1998..
 KF1157
 KF1157.The orthometric height was scaled from a topographic map.
 KF1157
 KF1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1157
 KF1157.The geoid height was determined by GEOID03.
 KF1157
 KF1157;                    North         East     Units Scale Factor Converg.
 KF1157;SPC KS N     -   156,267.818   515,956.728   MT  0.99999225   +0 51 21.2
 KF1157;UTM  14      - 4,400,788.231   701,617.064   MT  1.00010048   +1 30 15.8
 KF1157
 KF1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1157!SPC KS N     -   0.99993822  x   0.99999225  =   0.99993047
 KF1157!UTM  14      -   0.99993822  x   1.00010048  =   1.00003869
 KF1157
 KF1157|---------------------------------------------------------------------|
 KF1157| PID    Reference Object                     Distance      Geod. Az  |
 KF1157|                                                           dddmmss.s |
 KF1157| KF1155 JOHNSTON 2                            7.556 METERS 08410     |
 KF1157| KF1146 IRVING MUNICIPAL TANK               APPROX.11.4 KM 1573103.2 |
 KF1157| KF1154 CZECH PRESBYTERIAN CH SPIRE         APPROX.15.5 KM 1890900.8 |
 KF1157| CL7194 JOHNSTON RM 1                        36.969 METERS 21654     |
 KF1157| KF1163 BARNES MUNICIPAL TANK               APPROX.19.5 KM 2641002.3 |
 KF1157| CL7195 JOHNSTON RM 2                        26.271 METERS 30148     |
 KF1157| CL7193 JOHNSTON AZ MK                                     3583529.4 |
 KF1157|---------------------------------------------------------------------|
 KF1157
 KF1157                          SUPERSEDED SURVEY CONTROL
 KF1157
 KF1157  NAD 83(1997)-  39 43 59.38240(N)    096 38 50.22490(W) AD(       ) 2
 KF1157  NAD 83(1986)-  39 43 59.38620(N)    096 38 50.22205(W) AD(       ) 2
 KF1157  NAD 27      -  39 43 59.38800(N)    096 38 49.16300(W) AD(       ) 2
 KF1157
 KF1157.Superseded values are not recommended for survey control.
 KF1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1157.See file dsdata.txt to determine how the superseded data were derived.
 KF1157
 KF1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK0161700788(NAD 83)
 KF1157_MARKER: DS = TRIANGULATION STATION DISK
 KF1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1157
 KF1157  HISTORY     - Date     Condition        Report By
 KF1157  HISTORY     - 1947     MONUMENTED       CGS
 KF1157  HISTORY     - 1954     GOOD             CGS
 KF1157
 KF1157                          STATION DESCRIPTION
 KF1157
 KF1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1157'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF MARYSVILLE,
 KF1157'3.5 MILES NORTH OF BLUE RAPIDS, 230 FEET NORTH-NORTHWEST OF
 KF1157'A FARM HOUSE, 49 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 77,
 KF1157'3 FEET EAST OF A WITNESS POST, AND 1.5 FEET SOUTH OF A FENCE
 KF1157'LINE.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED JOHNSTON
 KF1157'1947.
 KF1157'
 KF1157'REFERENCE MARK NO. 1 IS 23 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 KF1157'NO. 77 AND AT THE EAST EDGE OF A CULTIVATED FIELD.  IT PROJECTS
 KF1157'10 INCHES AND IS STAMPED JOHNSTON NO 1 1947.
 KF1157'
 KF1157'REFERENCE MARK NO. 2 IS 23 FEET WEST OF THE CENTER OF U.S.
 KF1157'HIGHWAY NO. 77 AND AT THE EAST EDGE OF A CULTIVATED FIELD.
 KF1157'IT PROJECTS 7 INCHES AND IS STAMPED JOHNSTON NO 2 1947.
 KF1157'
 KF1157'AZIMUTH MARK IS 250 FEET EAST OF A FARM HOUSE, 28 FEET WEST
 KF1157'OF THE CENTER OF U.S. HIGHWAY NO 77, 17 FEET SOUTH OF THE
 KF1157'CENTER OF A DRIVEWAY, AND 1.5 FEET SOUTH OF A WITNESS POST.
 KF1157'IT PROJECTS 9 INCHES AND IS STAMPED JOHNSTON 1947.
 KF1157'
 KF1157'TO REACH THE STATION FROM THE CENTER OF BLUE RAPIDS, GO NORTH
 KF1157'ONE BLOCK TO THE JUNCTION OF U.S. HIGHWAY NO. 77 AND STATE
 KF1157'HIGHWAY NO. 113, CONTINUE STRAIGHT AHEAD, NORTH, ON U.S.
 KF1157'HIGHWAY NO. 77 FOR 4 MILES TO THE STATION ON THE RIGHT AS
 KF1157'DESCRIBED.
 KF1157'
 KF1157'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 KF1157'HIGHWAY NO. 77 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 KF1157'DESCRIBED.
 KF1157'
 KF1157'A 74 FOOT SIGNAL AT FAIRFIELD IS VISIBLE AT 15 FEET.
 KF1157'
 KF1157'A 4 FOOT SIGNAL AT SCHROYER IS VISIBLE AT 15 FEET.
 KF1157'
 KF1157'A 4 FOOT SIGNAL AT MARY IS VISIBLE AT 50 FEET.
 KF1157'
 KF1157'A 74 FOOT SIGNAL AT HOME IS VISIBLE AT 15 FEET.
 KF1157'
 KF1157'A 74 FOOT SIGNAL AT WINIFRED IS VISIBLE AT 37 FEET.
 KF1157'
 KF1157'A 74 FOOT SIGNAL AT BIGELOW IS VISIBLE AT 37 FEET.
 KF1157'
 KF1157'A 4 FOOT SIGNAL AT IRVING IS VISIBLE AT 50 FEET.
 KF1157'
 KF1157'A 4 FOOT SIGNAL AT BLUE IS VISIBLE AT 50 FEET.
 KF1157'
 KF1157'A 74 FOOT SIGNAL AT COTTAGE HILL IS VISIBLE AT 15 FEET.
 KF1157'
 KF1157'A 4 FOOT SIGNAL AT WATER IS VISIBLE AT 15 FEET.
 KF1157'
 KF1157'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1157
 KF1157                          STATION RECOVERY (1954)
 KF1157
 KF1157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 KF1157'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KF1157'IN GOOD CONDITION.  ROAD CONSTRUCTION ON U.S. HIGHWAY 77 WILL
 KF1157'DESTROY ALL MARKS.  THEY WERE MOVED AT THE REQUEST OF THE
 KF1157'KANSAS STATE HIGHWAY DEPT.  FOR DETAILS, SEE THE DESCRIPTION
 KF1157'OF JOHNSTON 2 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1155 ***********************************************************************
 KF1155  DESIGNATION -  JOHNSTON 2
 KF1155  PID         -  KF1155
 KF1155  STATE/COUNTY-  KS/MARSHALL
 KF1155  USGS QUAD   -  BLUE RAPIDS (1983)
 KF1155
 KF1155                         *CURRENT SURVEY CONTROL
 KF1155  ___________________________________________________________________
 KF1155* NAD 83(1997)-  39 43 59.40551(N)    096 38 49.90968(W)     ADJUSTED  
 KF1155* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 KF1155  ___________________________________________________________________
 KF1155  LAPLACE CORR-          -9.12  (seconds)                    DEFLEC99
 KF1155  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 KF1155
 KF1155  HORZ ORDER  -  THIRD
 KF1155
 KF1155.The horizontal coordinates were established by classical geodetic methods
 KF1155.and adjusted by the National Geodetic Survey in October 1998..
 KF1155.No horizontal observational check was made to the station.
 KF1155
 KF1155.The orthometric height was scaled from a topographic map.
 KF1155
 KF1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1155
 KF1155.The geoid height was determined by GEOID03.
 KF1155
 KF1155;                    North         East     Units Scale Factor Converg.
 KF1155;SPC KS N     -   156,268.698   515,964.233   MT  0.99999225   +0 51 21.4
 KF1155;UTM  14      - 4,400,789.196   701,624.558   MT  1.00010051   +1 30 16.0
 KF1155
 KF1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1155!SPC KS N     -   0.99993822  x   0.99999225  =   0.99993047
 KF1155!UTM  14      -   0.99993822  x   1.00010051  =   1.00003872
 KF1155
 KF1155|---------------------------------------------------------------------|
 KF1155| PID    Reference Object                     Distance      Geod. Az  |
 KF1155|                                                           dddmmss.s |
 KF1155| CL7196 JOHNSTON 2 RM 3                       5.989 METERS 18531     |
 KF1155| CL7197 JOHNSTON 2 RM 4                      46.936 METERS 25336     |
 KF1155| KF1157 JOHNSTON                              7.556 METERS 26410     |
 KF1155| KF1163 BARNES MUNICIPAL TANK               APPROX.19.5 KM 2641002.5 |
 KF1155| KF1161 JOHNSTON 2 AZ MK                    APPROX. 1.2 KM 3572846.6 |
 KF1155| CL7198 JOHNSTON 2 RM 5                      13.191 METERS 35729     |
 KF1155| CL7193 JOHNSTON AZ MK                                     3581259.5 |
 KF1155|---------------------------------------------------------------------|
 KF1155
 KF1155                          SUPERSEDED SURVEY CONTROL
 KF1155
 KF1155  NAD 83(1997)-  39 43 59.40730(N)    096 38 49.90923(W) AD(       ) 3
 KF1155  NAD 83(1986)-  39 43 59.41109(N)    096 38 49.90638(W) AD(       ) 3
 KF1155  NAD 27      -  39 43 59.41300(N)    096 38 48.84700(W) AD(       ) 3
 KF1155
 KF1155.Superseded values are not recommended for survey control.
 KF1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1155.See file dsdata.txt to determine how the superseded data were derived.
 KF1155
 KF1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK0162500789(NAD 83)
 KF1155_MARKER: DS = TRIANGULATION STATION DISK
 KF1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1155_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 KF1155
 KF1155  HISTORY     - Date     Condition        Report By
 KF1155  HISTORY     - 1954     MONUMENTED       CGS
 KF1155  HISTORY     - 1965     GOOD             CGS
 KF1155  HISTORY     - 1979     GOOD             NGS
 KF1155
 KF1155                          STATION DESCRIPTION
 KF1155
 KF1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GCM)
 KF1155'STATION IS LOCATED ABOUT 8 MI. S OF MARYSVILLE AND 3-1/2 MI. N
 KF1155'OF BLUE RAPIDS IS THE NW CORNER OF A FARMYARD, 205 FEET N OF THE
 KF1155'NW CORNER OF RALPH JOHNSTONS FARMHOUSE, 75 FEET E OF THE
 KF1155'CENTER OF U.S. HGY 77, AND 2 FEET N OF A WHITE WITNESS POST.  THE
 KF1155'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED JOHNSTON 2 1954.
 KF1155'
 KF1155'R.M. NO. 3 IS 55 FEET E OF CENTER OF U.S. HGY 77, 27 FEET WNW OF
 KF1155'THE NW CORNER OF FARMHOUSE, AND 2 FEET W OF A POWER POLE WITH
 KF1155'TRANSFORMER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KF1155'JOHNSTON 2 NO. 3 1954.
 KF1155'
 KF1155'R.M. NO. 4 IS 72 FEET W OF CENTER OF U.S. HGY 77 AND 2 FEET N
 KF1155'OF POWER POLE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KF1155'JOHNSTON 2 NO 4 1954.
 KF1155'
 KF1155'AZIMUTH MARK IS 100 FEET E OF A FARMHOUSE, 75 FEET W OF CENTER OF
 KF1155'U.S. HGY 77, 40 FEET N OF CENTER OF FARM DRIVEWAY, AND 2 FEET W
 KF1155'OF POLE USED FOR POWER LEAD-IN WIRE TO FARMHOUSE.  THE MARK
 KF1155'PROJECTS 4 INCHES AND THE DISK IS STAMPED JOHNSTON 2 1954.
 KF1155'
 KF1155'TO REACH THE STATION FROM THE SQUARE IN BLUE RAPIDS, GO N FOR 1
 KF1155'BLOCK TO U.S. HGY 77.  TURN RIGHT AND GO E ON U.S. HGY 77 FOR 1.1
 KF1155'MILES TO BRIDGE OVER BLUE RIVER.  CONTINUE N ON U.S. HGY 77
 KF1155'FOR 3.5 MILES TO THE STATION ON THE RIGHT.
 KF1155'
 KF1155'TO REACH THE AZIMUTH MARK FROM STATION, GO N ON U.S. HGY 77
 KF1155'FOR 0.7 MILE TO AZIMUTH MARK ON THE LEFT.
 KF1155
 KF1155                          STATION RECOVERY (1965)
 KF1155
 KF1155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1155'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 KF1155'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KF1155
 KF1155                          STATION RECOVERY (1979)
 KF1155
 KF1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KF1155'STATION MARKS, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE RECOVERED IN
 KF1155'GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND DESTROYED, THEREFORE,
 KF1155'REFERENCE MARK 5 WAS ESTABLISHED.  THE DIRECTION TO THE AZIMUTH MARK
 KF1155'WAS 3.3 SECONDS LARGER AND TO REFERENCE MARK 4 WAS 1 MINUTE, 45
 KF1155'SECONDS SMALLER THAN 1954 DATA.  THE DISTANCE TO REFERENCE MARK 4
 KF1155'AGREED.  A NEW DESCRIPTION FOLLOWS.
 KF1155'
 KF1155'STATION IS ABOUT 8 MILES SOUTH OF MARYVILLE, 3-1/2 MILES NORTH OF
 KF1155'BLUE RAPIDS, ON THE EAST SIDE OF U.S. HIGHWAY 77 AND AT THE NORTHWEST
 KF1155'CORNER OF PROPERTY OF RALPH JOHNSTON WHO LIVES AT THE STATION SITE.
 KF1155'
 KF1155'TO REACH THE STATION FROM THE SQUARE IN BLUE RAPIDS, GO NORTH 1
 KF1155'BLOCK TO U.S. HIGHWAY 77.  TURN RIGHT AND GO EAST, THEN NORTH, ON THE
 KF1155'HIGHWAY FOR 4.6 MILES TO THE STATION ON THE RIGHT AT THE CREST OF THE
 KF1155'HILL.
 KF1155'
 KF1155'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE HIGHWAY
 KF1155'FOR 0.7 MILE TO THE MARK ON THE LEFT AT A DRIVEWAY.
 KF1155'
 KF1155'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---JOHNSTON 2
 KF1155'1954--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2
 KF1155'INCHES.  IT IS 205 FEET NORTH OF THE NORTHWEST CORNER OF THE JOHNSTON
 KF1155'HOUSE, 75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET WEST OF
 KF1155'A FENCE, 1.0 FOOT EAST OF A WITNESS POST AND AT THE NORTHWEST CORNER
 KF1155'OF A GROVE OF CEDAR TREES.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KF1155'
 KF1155'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---JOHNSTON 2 NO 4
 KF1155'1954---SET IN THE TOP OF A SQUARE CONCRET POST THAT PROJECTS 12
 KF1155'INCHES.  IT IS 73.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2.0
 KF1155'FEET NORTH OF A POWERLINE POLE AND 1.0 FOOT WEST OF A NORTH/SOUTH
 KF1155'FENCE.
 KF1155'
 KF1155'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---JOHNSTON 2 1954 NO 5
 KF1155'1979--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT
 KF1155'IS 73.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 30.0 FEET NORTH OF
 KF1155'THE CENTER OF A GATE AND 3.0 FEET WEST OF A NORTH/SOUTH FENCE.
 KF1155'
 KF1155'AZIMUTH MARK IS A STANDARD DISK, STAMPED---JOHNSTON 2 1954--- SET
 KF1155'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 100.0 FEET
 KF1155'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 77.0 FEET WEST OF
 KF1155'THE CENTERLINE OF THE HIGHWAY AND 40.0 FEET NORTH OF THE CENTERLINE OF
 KF1155'A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1394 ***********************************************************************
 HF1394  DESIGNATION -  JOHNSTON BELLVIEW SCHSE CUPOLA
 HF1394  PID         -  HF1394
 HF1394  STATE/COUNTY-  KS/SUMNER
 HF1394  USGS QUAD   -  DOSTER (1971)
 HF1394
 HF1394                         *CURRENT SURVEY CONTROL
 HF1394  ___________________________________________________________________
 HF1394* NAD 83(1997)-  37 03 39.15942(N)    097 39 18.15519(W)     ADJUSTED  
 HF1394* NAVD 88     -                                                        
 HF1394  ___________________________________________________________________
 HF1394  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 HF1394  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HF1394
 HF1394  HORZ ORDER  -  THIRD
 HF1394
 HF1394.The horizontal coordinates were established by classical geodetic methods
 HF1394.and adjusted by the National Geodetic Survey in October 1998..
 HF1394
 HF1394
 HF1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1394
 HF1394.The geoid height was determined by GEOID03.
 HF1394
 HF1394;                    North         East     Units Scale Factor Converg.
 HF1394;SPC KS S     -   444,092.759   475,153.512   MT  1.00004682   +0 31 09.3
 HF1394;SPC OK N     -   228,729.090   630,682.682   MT  1.00006693   +0 12 12.9
 HF1394;SPC OK N     -   750,422.02  2,069,164.77   sFT  1.00006693   +0 12 12.9
 HF1394;UTM  14      - 4,102,471.663   619,576.536   MT  0.99977614   +0 48 38.3
 HF1394
 HF1394                          SUPERSEDED SURVEY CONTROL
 HF1394
 HF1394  NAD 83(1997)-  37 03 39.16237(N)    097 39 18.15493(W) AD(       ) 4
 HF1394  NAD 83(1986)-  37 03 39.16817(N)    097 39 18.14716(W) AD(       ) 4
 HF1394  NAD 27      -  37 03 39.07670(N)    097 39 16.95755(W) AD(       ) 3
 HF1394
 HF1394.Superseded values are not recommended for survey control.
 HF1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1394.See file dsdata.txt to determine how the superseded data were derived.
 HF1394
 HF1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1957702472(NAD 83)
 HF1394_MARKER: 86 = CUPOLA
 HF1394
 HF1394  HISTORY     - Date     Condition        Report By
 HF1394  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1394
 HF1394                          STATION DESCRIPTION
 HF1394
 HF1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1394'LOCATED ABOUT 3-1/2 MILES NORTHWEST OF CALDWELL, 1 MILE
 HF1394'EAST-NORTHEAST OF THE VILLAGE OF JOHNSTON AND 0.5 MILE NORTH
 HF1394'OF STATE HIGHWAY 58.
 HF1394'
 HF1394'IT IS A WHITE FRAME BUILDING ABOUT 30 FEET HIGH.  THE POINT
 HF1394'INTERSECTED WAS THE CUPOLA ON THE SOUTH END OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0798 ***********************************************************************
 HE0798  DESIGNATION -  JONES
 HE0798  PID         -  HE0798
 HE0798  STATE/COUNTY-  KS/LABETTE
 HE0798  USGS QUAD   -  DENNIS (1973)
 HE0798
 HE0798                         *CURRENT SURVEY CONTROL
 HE0798  ___________________________________________________________________
 HE0798* NAD 83(1997)-  37 15 51.23265(N)    095 24 55.39178(W)     ADJUSTED  
 HE0798* NAVD 88     -       296.40   (+/-2cm)     972.4    (feet)  VERTCON   
 HE0798  ___________________________________________________________________
 HE0798  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HE0798  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HE0798
 HE0798  HORZ ORDER  -  SECOND
 HE0798  VERT ORDER  -  THIRD ? (See Below)
 HE0798
 HE0798.The horizontal coordinates were established by classical geodetic methods
 HE0798.and adjusted by the National Geodetic Survey in October 1998..
 HE0798
 HE0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0798.The vertical order pertains to the NGVD 29 superseded value.
 HE0798
 HE0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0798
 HE0798.The geoid height was determined by GEOID03.
 HE0798
 HE0798;                    North         East     Units Scale Factor Converg.
 HE0798;SPC KS S     -   470,846.779   673,563.808   MT  1.00000048   +1 53 44.1
 HE0798;UTM  15      - 4,126,919.535   285,817.265   MT  1.00016513   -1 27 47.0
 HE0798
 HE0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0798!SPC KS S     -   0.99995821  x   1.00000048  =   0.99995869
 HE0798!UTM  15      -   0.99995821  x   1.00016513  =   1.00012334
 HE0798
 HE0798:                Primary Azimuth Mark                     Grid Az
 HE0798:SPC KS S     -  DENNIS ATT CO MICROWAVE MAST             002 44 09.3
 HE0798:UTM  15      -  DENNIS ATT CO MICROWAVE MAST             006 05 40.4
 HE0798
 HE0798|---------------------------------------------------------------------|
 HE0798| PID    Reference Object                     Distance      Geod. Az  |
 HE0798|                                                           dddmmss.s |
 HE0798| HE0799 DENNIS ATT CO MICROWAVE MAST        APPROX. 3.2 KM 0043753.4 |
 HE0798| HE0760 ALTAMONT W MUNICIPAL TANK           APPROX.13.5 KM 1273142.2 |
 HE0798| CL4612 JONES RM 1                           66.678 METERS 24749     |
 HE0798| HE0810 CHERRYVALE MUNICIPAL STANDPIPE      APPROX.11.5 KM 2633030.2 |
 HE0798| CL4613 JONES RM 2                           66.995 METERS 26821     |
 HE0798|---------------------------------------------------------------------|
 HE0798
 HE0798                          SUPERSEDED SURVEY CONTROL
 HE0798
 HE0798  NAD 83(1997)-  37 15 51.23676(N)    095 24 55.39142(W) AD(       ) 2
 HE0798  NAD 83(1986)-  37 15 51.24573(N)    095 24 55.37735(W) AD(       ) 2
 HE0798  NAD 27      -  37 15 51.01052(N)    095 24 54.46593(W) AD(       ) 2
 HE0798  NGVD 29 (07/19/86)  296.26   (m)          972.0    (f) LEVELING    3  
 HE0798
 HE0798.Superseded values are not recommended for survey control.
 HE0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0798.See file dsdata.txt to determine how the superseded data were derived.
 HE0798
 HE0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8581726920(NAD 83)
 HE0798_MARKER: DS = TRIANGULATION STATION DISK
 HE0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0798
 HE0798  HISTORY     - Date     Condition        Report By
 HE0798  HISTORY     - 1966     MONUMENTED       CGS
 HE0798
 HE0798                          STATION DESCRIPTION
 HE0798
 HE0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0798'THE STATION IS ABOUT 10 MILES SOUTHWEST OF PARSONS, 7-3/4 MILES
 HE0798'EAST OF CHERRYVALE, 5-1/2 MILES SOUTH OF DENNIS AND 4 MILES NORTH
 HE0798'OF MOUND VALLEY ON LAND OWNED BY MR. BYRON JONES WHO LIVES ABOUT
 HE0798'3/4 MILE SOUTHEAST OF THE STATION, ON THE SUMMIT OF A LOW FLAT
 HE0798'TOPPED HILL, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 HE0798'VICINITY.
 HE0798'
 HE0798'TO REACH THE STATION FROM THE POST OFFICE IN PARSONS, GO WEST
 HE0798'ON US HIGHWAY 160 FOR 8.35 MILES TO A CROSSROAD AND THE JUNCTION
 HE0798'OF STATE HIGHWAY 133, TURN LEFT AND GO SOUTH ON STATE HIGHWAY
 HE0798'133 FOR 4.9 MILES TO WHERE THE HIGHWAY CURVES TO THE LEFT.
 HE0798'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A T-INTERSECTION, TURN
 HE0798'RIGHT AND GO WEST FOR 0.15 MILE TO A FARM HOUSE ON THE RIGHT AND
 HE0798'A GATE INTO A PASTURE ON THE LEFT, TURN LEFT AND PASS THROUGH
 HE0798'THE GATE AND GO SOUTH FOR 0.15 MILE TO AN OPENING IN THE
 HE0798'HEDGEROW, TURN RIGHT THROUGH THE OPENING AND GO WESTERLY FOR
 HE0798'0.15 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 HE0798'
 HE0798'STATION MARK IS A STANDARD DISK, STAMPED JONES 1964, SET IN THE
 HE0798'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 HE0798'18 INCHES BELOW THE GROUND SURFACE.  IT IS IN AN OPEN PASTURE AND
 HE0798'NEAR THE CENTER OF THE HIGHEST FLAT AREA IN THE IMMEDIATE
 HE0798'VICINITY.
 HE0798'
 HE0798'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JONES NO 1 1964,
 HE0798'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 HE0798'WITH THE GROUND, ON THE SOUTH END OF A SMALL MOUND.  IT IS 32.8
 HE0798'FEET SOUTH OF A DOUBLE TREE AND ABOUT 2 FEET HIGHER THAN THE
 HE0798'STATION.
 HE0798'
 HE0798'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JONES NO 2 1964,
 HE0798'SET IN THE TOP OF A 12 INCH SQUARE POST, THAT IS FLUSH WITH THE
 HE0798'GROUND, ON THE NORTH END OF A SMALL MOUND.  IT IS 47.9 FEET NORTH
 HE0798'OF A DOUBLE TREE AND ABOUT 4 FEET HIGHER THAN THE STATION.
 HE0798'
 HE0798'TRIANGULATION STATION BLUM WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0819 ***********************************************************************
 HE0819  DESIGNATION -  JONES
 HE0819  PID         -  HE0819
 HE0819  STATE/COUNTY-  KS/WILSON
 HE0819  USGS QUAD   -  NEODESHA (1979)
 HE0819
 HE0819                         *CURRENT SURVEY CONTROL
 HE0819  ___________________________________________________________________
 HE0819* NAD 83(1997)-  37 23 42.95810(N)    095 44 03.59662(W)     ADJUSTED  
 HE0819* NAVD 88     -       316.80   (+/-2cm)    1039.4    (feet)  VERTCON   
 HE0819  ___________________________________________________________________
 HE0819  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 HE0819  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 HE0819
 HE0819  HORZ ORDER  -  FIRST
 HE0819  VERT ORDER  -  THIRD ? (See Below)
 HE0819
 HE0819.The horizontal coordinates were established by classical geodetic methods
 HE0819.and adjusted by the National Geodetic Survey in October 1998..
 HE0819
 HE0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0819.The vertical order pertains to the NGVD 29 superseded value.
 HE0819
 HE0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0819
 HE0819.The geoid height was determined by GEOID03.
 HE0819
 HE0819;                    North         East     Units Scale Factor Converg.
 HE0819;SPC KS S     -   484,495.503   644,855.055   MT  0.99997721   +1 41 58.5
 HE0819;UTM  15      - 4,142,231.138   257,950.668   MT  1.00032175   -1 39 41.0
 HE0819
 HE0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0819!SPC KS S     -   0.99995505  x   0.99997721  =   0.99993226
 HE0819!UTM  15      -   0.99995505  x   1.00032175  =   1.00027679
 HE0819
 HE0819:                Primary Azimuth Mark                     Grid Az
 HE0819:SPC KS S     -  NEODESHA STAN OIL KAN REF STK            041 21 43.7
 HE0819:UTM  15      -  NEODESHA STAN OIL KAN REF STK            044 43 23.2
 HE0819
 HE0819|---------------------------------------------------------------------|
 HE0819| PID    Reference Object                     Distance      Geod. Az  |
 HE0819|                                                           dddmmss.s |
 HE0819| HE0820 NEODESHA STAN OIL KAN REF STK       APPROX. 5.7 KM 0430342.2 |
 HE0819| HE0818 NEODESHA MUN LT PWR PLT STK         APPROX. 4.5 KM 0542907.0 |
 HE0819| HE0816 NEODESHA MUNICIPAL TANK             APPROX. 5.5 KM 0622718.8 |
 HE0819| CL4605 JONES RM 1                           30.798 METERS 10647     |
 HE0819| CL4606 JONES RM 2                           51.720 METERS 18348     |
 HE0819| CL4604 JONES AZ MK                                        3235713.6 |
 HE0819|---------------------------------------------------------------------|
 HE0819
 HE0819                          SUPERSEDED SURVEY CONTROL
 HE0819
 HE0819  NAD 83(1997)-  37 23 42.96219(N)    095 44 03.59351(W) AD(       ) 1
 HE0819  NAD 83(1986)-  37 23 42.96769(N)    095 44 03.57633(W) AD(       ) 1
 HE0819  NAD 27      -  37 23 42.74800(N)    095 44 02.64800(W) AD(       ) 1
 HE0819  NGVD 29 (07/19/86)  316.65   (m)         1038.9    (f) LEVELING    3  
 HE0819
 HE0819.Superseded values are not recommended for survey control.
 HE0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0819.See file dsdata.txt to determine how the superseded data were derived.
 HE0819
 HE0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5795142231(NAD 83)
 HE0819_MARKER: DS = TRIANGULATION STATION DISK
 HE0819_SETTING: 66 = SET IN ROCK OUTCROP
 HE0819
 HE0819  HISTORY     - Date     Condition        Report By
 HE0819  HISTORY     - 1934     MONUMENTED       CGS
 HE0819  HISTORY     - 1939     GOOD             SCS
 HE0819
 HE0819                          STATION DESCRIPTION
 HE0819
 HE0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0819'STATION IS LOCATED ABOUT 3-1/2 MILES SW OF NEODESHA, IN NW 1/4
 HE0819'SEC. 35, T 30 S, R 15 E, IN ROCKY PASTURE OWNED BY D.W. JONES.
 HE0819'STATION IS LOCATED 153 FEET W OF W FENCE OF UNUSED LAND, 1,000
 HE0819'FEET, APPROXIMATELY, N OF UNUSED LANE, ON 1/2 SECTION LINE, ON
 HE0819'HIGHEST POINT IN OPEN PASTURE.
 HE0819'
 HE0819'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 HE0819'FLAT ROCK, AND IS INSCRIBED JONES 1934.
 HE0819'
 HE0819'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 HE0819'IN BEDROCK.
 HE0819'
 HE0819'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 HE0819'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HE0819'
 HE0819'REFERENCE MARK NO. 1 IS E OF STATION, 55 FEET W OF W FENCE LINE
 HE0819'OF UNUSED LANE.  MARK IS IN A LARGE RECTANGULAR ROCK, AND IS
 HE0819'INSCRIBED JONES NO. 1, 1934.
 HE0819'
 HE0819'REFERENCE MARK NO. 2 IS S OF STATION, 163 FEET W OF UNUSED LANE.
 HE0819'MARK IS IN A ROCK (SMALL) AND IS INSCRIBED JONES NO. 1, 1934.
 HE0819'
 HE0819'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NW OF STATION, 0.1 MILE
 HE0819'SE OF GATE ENTERING ON RANCH TRAIL FROM END OF GRAVEL ROAD, 40
 HE0819'FEET W OF CENTER LINE OF RANCH ROAD.  MARK IS IN A FLAT ROCK, AND
 HE0819'IS INSCRIBED JONES AZI. 1934.
 HE0819'
 HE0819'STATION IS REACHED BY FOLLOWING STATE HIGHWAY 34 W TO A POINT
 HE0819'2.8 MILES W OF FALL RIVER BRIDGE.  TURN S ON GRAVEL 0.5 MILE TO
 HE0819'A GATE ON E SIDE OF LANE NEAR ITS END.  ENTER GATE OVER ROCKS
 HE0819'AND FOLLOW RANCH TRAIL SW 0.55 MILE TO GATE IN E AND W FENCE.
 HE0819'PASS THROUGH THIS GATE AND DRIVE SE ACROSS PASTURE 0.4 MILE TO
 HE0819'STATION.
 HE0819'
 HE0819'HEIGHT OF LIGHT ABOVE STATION MARK - 11 METERS.
 HE0819
 HE0819                          STATION RECOVERY (1939)
 HE0819
 HE0819'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1939 (ELF)
 HE0819'STATION, TWO REF. MARKS, AND AZIMUTH MARK RECOVERED AS DESCRIBED
 HE0819'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1121 ***********************************************************************
 HF1121  DESIGNATION -  JONES
 HF1121  PID         -  HF1121
 HF1121  STATE/COUNTY-  KS/CHAUTAUQUA
 HF1121  USGS QUAD   -  CHAUTAUQUA (1979)
 HF1121
 HF1121                         *CURRENT SURVEY CONTROL
 HF1121  ___________________________________________________________________
 HF1121* NAD 83(1997)-  37 00 42.52788(N)    096 08 10.43035(W)     ADJUSTED  
 HF1121* NAVD 88     -       316.78   (+/-2cm)    1039.3    (feet)  VERTCON   
 HF1121  ___________________________________________________________________
 HF1121  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 HF1121  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 HF1121
 HF1121  HORZ ORDER  -  SECOND
 HF1121  VERT ORDER  -  THIRD ? (See Below)
 HF1121
 HF1121.The horizontal coordinates were established by classical geodetic methods
 HF1121.and adjusted by the National Geodetic Survey in October 1998..
 HF1121
 HF1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1121.The vertical order pertains to the NGVD 29 superseded value.
 HF1121
 HF1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1121
 HF1121.The geoid height was determined by GEOID03.
 HF1121
 HF1121;                    North         East     Units Scale Factor Converg.
 HF1121;SPC KS S     -   440,973.594   610,360.562   MT  1.00005986   +1 27 09.4
 HF1121;SPC OK N     -   224,821.319   765,870.313   MT  1.00005393   +1 05 59.6
 HF1121;SPC OK N     -   737,601.28  2,512,692.85   sFT  1.00005393   +1 05 59.6
 HF1121;UTM  14      - 4,100,017.892   754,796.969   MT  1.00039985   +1 43 29.5
 HF1121
 HF1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1121!SPC KS S     -   0.99995490  x   1.00005986  =   1.00001476
 HF1121!SPC OK N     -   0.99995490  x   1.00005393  =   1.00000883
 HF1121!UTM  14      -   0.99995490  x   1.00039985  =   1.00035473
 HF1121
 HF1121|---------------------------------------------------------------------|
 HF1121| PID    Reference Object                     Distance      Geod. Az  |
 HF1121|                                                           dddmmss.s |
 HF1121| CL4610 JONES RM 1                           22.067 METERS 13402     |
 HF1121| CL4611 JONES RM 2                           25.161 METERS 20926     |
 HF1121| CL4609 JONES AZ MK                                        2953144.8 |
 HF1121|---------------------------------------------------------------------|
 HF1121
 HF1121                          SUPERSEDED SURVEY CONTROL
 HF1121
 HF1121  NAD 83(1997)-  37 00 42.52877(N)    096 08 10.42823(W) AD(       ) 2
 HF1121  NAD 83(1986)-  37 00 42.54324(N)    096 08 10.41022(W) AD(       ) 2
 HF1121  NAD 27      -  37 00 42.32199(N)    096 08 09.45041(W) AD(       ) 2
 HF1121  NGVD 29 (07/19/86)  316.65   (m)         1038.9    (f) LEVELING    3  
 HF1121
 HF1121.Superseded values are not recommended for survey control.
 HF1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1121.See file dsdata.txt to determine how the superseded data were derived.
 HF1121
 HF1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG5479700018(NAD 83)
 HF1121_MARKER: DS = TRIANGULATION STATION DISK
 HF1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1121
 HF1121  HISTORY     - Date     Condition        Report By
 HF1121  HISTORY     - 1962     MONUMENTED       CGS
 HF1121
 HF1121                          STATION DESCRIPTION
 HF1121
 HF1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HF1121'THE STATION IS LOCATED 2-1/2 MILES EAST SOUTHEAST OF
 HF1121'CHAUTAUQUA, KANSAS, 1 MILE NORTH OF THE KANSAS-OKLAHOMA
 HF1121'STATE LINE AND THE JONESBERG TOWNSHIP.  IT IS IN A WOODED
 HF1121'AREA AND IS SURROUNDED BY OAK TREES.
 HF1121'
 HF1121'TO REACH FROM THE POST OFFICE IN CHUATAUQUA, KANSAS (WHICH
 HF1121'IS 0.2 MILE EAST OF STATE HIGHWAY 99) GO EAST FOR 0.05 MILE
 HF1121'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.25 MILE TO
 HF1121'A SIDE ROAD LEFT AND WHERE THE MAIN ROAD TURNS LEFT.  TURN
 HF1121'LEFT AND GO EAST AND SOUTH ON THE MAIN ROAD FOR 1.7 MILES
 HF1121'TO A SIDE ROAD RIGHT.  CONTINUE EAST FOR 0.5 MILE TO A SIDE
 HF1121'ROAD LEFT.  CONTINUE EAST FOR 0.45 MILE TO A CROSS TRACK
 HF1121'ROAD AT THE WOODARD HOME ON THE NORTH SIDE OF THE ROAD.
 HF1121'TURN LEFT AND GO NORTH ALONG THE EAST SIDE OF THE WOODARD
 HF1121'HOME ON A TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE
 HF1121'EAST SIDE OF THE ROAD.
 HF1121'
 HF1121'THE STATION MARK IS A STANDARD DISK, STAMPED JONES 1962,
 HF1121'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HF1121'6 INCHES.  IT IS 3.5 FEET SOUTHEAST OF A WITNESS POST, 30.5
 HF1121'FEET EAST OF THE CENTERLINE OF THE ROAD, 42.2 FEET EAST
 HF1121'NORTHEAST OF A TRIANGLE BLAZE ON A 12 INCH OAK TREE AND 42
 HF1121'FEET EAST OF A FENCE LINE.
 HF1121'
 HF1121'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JONES NO 1
 HF1121'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 HF1121'PROJECTING 6 INCHES.  IT IS 84 FEET EAST OF THE CENTERLINE
 HF1121'OF THE ROAD.  THE MARK IS ABOUT THE SAME ELEVATION AS THE
 HF1121'STATION MARK.
 HF1121'
 HF1121'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JONES NO 2 1962,
 HF1121'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HF1121'6 INCHES.  IT IS 1 FOOT EAST OF A FENCE LINE AND 9 FEET
 HF1121'WEST OF THE CENTERLINE OF THE ROAD.  THE MARK IS ABOUT THE
 HF1121'SAME ELEVATION AS THE STATION MARK.
 HF1121'
 HF1121'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JONES 1962,
 HF1121'SET IN THE TOP OF A 12 INCH CONCRETE POST PROJECTING 4 INCHES.
 HF1121'IT IS 1 FOOT NORTH OF A FENCE AND 2 FEET WEST SOUTHWEST
 HF1121'OF A WITNESS POST.
 HF1121'
 HF1121'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH
 HF1121'ON THE ROAD FOR 0.15 MILE TO A FENCE CORNER.  TURN LEFT, WEST,
 HF1121'ON THE NORTH SIDE OF THE FENCE FOR 0.15 MILE TO THE AZIMUTH
 HF1121'MARK ON THE LEFT IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1397 ***********************************************************************
 HF1397  DESIGNATION -  JORDAN
 HF1397  PID         -  HF1397
 HF1397  STATE/COUNTY-  KS/SUMNER
 HF1397  USGS QUAD   -  CALDWELL NW (1971)
 HF1397
 HF1397                         *CURRENT SURVEY CONTROL
 HF1397  ___________________________________________________________________
 HF1397* NAD 83(1997)-  37 12 44.22512(N)    097 40 27.61221(W)     ADJUSTED  
 HF1397* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 HF1397  ___________________________________________________________________
 HF1397  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HF1397  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 HF1397
 HF1397  HORZ ORDER  -  SECOND
 HF1397
 HF1397.The horizontal coordinates were established by classical geodetic methods
 HF1397.and adjusted by the National Geodetic Survey in October 1998..
 HF1397
 HF1397.The orthometric height was scaled from a topographic map.
 HF1397
 HF1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1397
 HF1397.The geoid height was determined by GEOID03.
 HF1397
 HF1397;                    North         East     Units Scale Factor Converg.
 HF1397;SPC KS S     -   460,880.398   473,288.707   MT  1.00001114   +0 30 26.6
 HF1397;UTM  14      - 4,119,245.269   617,626.429   MT  0.99977044   +0 48 06.5
 HF1397
 HF1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1397!SPC KS S     -   0.99994531  x   1.00001114  =   0.99995645
 HF1397!UTM  14      -   0.99994531  x   0.99977044  =   0.99971576
 HF1397
 HF1397:                Primary Azimuth Mark                     Grid Az
 HF1397:SPC KS S     -  JORDAN AZ MK                             359 41 32.6
 HF1397:UTM  14      -  JORDAN AZ MK                             359 23 52.7
 HF1397
 HF1397|---------------------------------------------------------------------|
 HF1397| PID    Reference Object                     Distance      Geod. Az  |
 HF1397|                                                           dddmmss.s |
 HF1397| CL4614 JORDAN AZ MK                                       0001159.2 |
 HF1397| HF1374 MILAN HITTLE GRAIN CO ELEVATOR      APPROX. 5.2 KM 0003347.4 |
 HF1397| HF1382 PERTH S P WALLINGFORD ELEVATOR      APPROX.15.4 KM 1050424.0 |
 HF1397| HF1390 CORBIN GRADE SCHOOL BELFRY          APPROX.15.2 KM 1314411.9 |
 HF1397| CL4615 JORDAN RM 1                          19.544 METERS 26814     |
 HF1397| HF0852 D 314                                75.612 METERS 35936     |
 HF1397|---------------------------------------------------------------------|
 HF1397
 HF1397                          SUPERSEDED SURVEY CONTROL
 HF1397
 HF1397  NAD 83(1997)-  37 12 44.22874(N)    097 40 27.61150(W) AD(       ) 2
 HF1397  NAD 83(1986)-  37 12 44.23367(N)    097 40 27.60537(W) AD(       ) 2
 HF1397  NAD 27      -  37 12 44.15362(N)    097 40 26.41873(W) AD(       ) 2
 HF1397
 HF1397.Superseded values are not recommended for survey control.
 HF1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1397.See file dsdata.txt to determine how the superseded data were derived.
 HF1397
 HF1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1762619245(NAD 83)
 HF1397_MARKER: DS = TRIANGULATION STATION DISK
 HF1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1397
 HF1397  HISTORY     - Date     Condition        Report By
 HF1397  HISTORY     - 1957     MONUMENTED       CGS
 HF1397
 HF1397                          STATION DESCRIPTION
 HF1397
 HF1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1397'LOCATED ABOUT 3 MILES SOUTH OF MILAN, 6-1/2 MILES SOUTHEAST
 HF1397'OF ARGONIA, 8 MILES SOUTHWEST OF MAYFIELD, IN THE NORTHWEST
 HF1397'1/4 OF SECTION 5, T 33 S, R 3 W.
 HF1397'
 HF1397'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 160 AND SECTION
 HF1397'LINE ROAD, JUST SOUTH OF THE POSTOFFICE IN MILAN, BY GOING
 HF1397'SOUTH ON SECTION LINE ROAD FOR 2.0 MILES TO A SIDE ROAD RIGHT,
 HF1397'CONTINUE SOUTH ON SECTION LINE ROAD FOR 0.4 MILE TO A SIDE
 HF1397'ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT IN THE NORTHEAST
 HF1397'ANGLE OF INTERSECTION, CONTINUE SOUTH ON SECTION LINE ROAD
 HF1397'FOR 0.5 MILE TO CROSSROADS, CONTINUE SOUTH FOR 221 FEET TO
 HF1397'THE STATION ON THE LEFT.
 HF1397'
 HF1397'STATION MARKS ARE STANDARD DISKS, STAMPED JORDAN 1957.  THE
 HF1397'SURFACE MARK IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 HF1397'POST WHICH IS 15 INCHES BELOW THE GROUND SURFACE.  IT IS 221
 HF1397'FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 42 FEET EAST
 HF1397'OF THE CENTER OF A NORTH-SOUTH ROAD AND 26 FEET EAST OF THE WEST
 HF1397'EDGE OF A FIELD.  THE UNDERGROUND MARK WAS SET IN AN IRREGULAR
 HF1397'MASS OF CONCRETE 31 INCHES BELOW THE GROUND SURFACE.
 HF1397'
 HF1397'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JORDAN NO 1
 HF1397'1957, SET IN THE TOP OF A 11-INCH, SQUARE, CONCRETE POST
 HF1397'PROJECTING 5 INCHES.  IT IS 224 FEET SOUTH OF THE CENTER
 HF1397'OF AND EAST-WEST ROAD, 22 FEET WEST OF A NORTH-SOUTH ROAD.
 HF1397'A WHITE POST WAS SET 3 FEET SOUTH OF THE MARK.
 HF1397'
 HF1397'BENCH MARK D 314 IS A STANDARD COAST AND GEODETIC SURVEY
 HF1397'BENCH MARK DISK, STAMPED D 314 1956, SET IN THE TOP OF AN
 HF1397'8-INCH, ROUND, CONCRETE POST PROJECTING 3 INCHES.  IT IS 38
 HF1397'FEET EAST OF A NORTH-SOUTH ROAD, 27 FEET NORTH OF THE CENTER
 HF1397'OF AN EAST-WEST DIRT ROAD, 4 FEET EAST-SOUTHEAST OF A FENCE
 HF1397'CORNER AND 2 FEET SOUTH OF A SECTION LINE FENCE.  A WHITE
 HF1397'POST WAS SET 3 FEET EAST OF THE MARK.
 HF1397'
 HF1397'AZIMUTH MARK IS A STANDARD DISK, STAMPED JORDAN 1957, SET
 HF1397'IN THE TOP OF A 11-INCH SQUARE, CONCRETE POST PROJECTING
 HF1397'6 INCHES.  IT IS 36 FEET EAST OF A NORTH-SOUTH ROAD, 29
 HF1397'FEET NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST.  A
 HF1397'WHITE POST WAS SET 1 FOOT NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1941 ***********************************************************************
 JE1941  DESIGNATION -  JORDAN
 JE1941  PID         -  JE1941
 JE1941  STATE/COUNTY-  KS/MIAMI
 JE1941  USGS QUAD   -  OSAWATOMIE (1963)
 JE1941
 JE1941                         *CURRENT SURVEY CONTROL
 JE1941  ___________________________________________________________________
 JE1941* NAD 83(1997)-  38 27 14.24450(N)    094 57 19.92470(W)     ADJUSTED  
 JE1941* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 JE1941  ___________________________________________________________________
 JE1941  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 JE1941  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JE1941
 JE1941  HORZ ORDER  -  THIRD
 JE1941
 JE1941.The horizontal coordinates were established by classical geodetic methods
 JE1941.and adjusted by the National Geodetic Survey in October 1998..
 JE1941
 JE1941.The orthometric height was scaled from a topographic map.
 JE1941
 JE1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1941
 JE1941.The geoid height was determined by GEOID03.
 JE1941
 JE1941;                    North         East     Units Scale Factor Converg.
 JE1941;SPC KS S     -   604,247.312   709,309.435   MT  0.99997965   +2 10 41.4
 JE1941;UTM  15      - 4,257,995.700   329,365.460   MT  0.99995858   -1 12 59.1
 JE1941
 JE1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1941!SPC KS S     -   0.99995571  x   0.99997965  =   0.99993536
 JE1941!UTM  15      -   0.99995571  x   0.99995858  =   0.99991430
 JE1941
 JE1941:                Primary Azimuth Mark                     Grid Az
 JE1941:SPC KS S     -  JORDAN AZ MK                             358 18 06.5
 JE1941:UTM  15      -  JORDAN AZ MK                             001 41 47.0
 JE1941
 JE1941|---------------------------------------------------------------------|
 JE1941| PID    Reference Object                     Distance      Geod. Az  |
 JE1941|                                                           dddmmss.s |
 JE1941| CQ5824 JORDAN AZ MK                                       0002847.9 |
 JE1941| JE2020 OSAWATOMIE HOSP PWR PLANT STK       APPROX. 6.8 KM 0115634.6 |
 JE1941| CQ5825 JORDAN AZ MK 2                                     0131302.3 |
 JE1941| CN6490 JORDAN RM 2                          15.639 METERS 17827     |
 JE1941| CQ5826 JORDAN RM 1                          11.536 METERS 35741     |
 JE1941|---------------------------------------------------------------------|
 JE1941
 JE1941                          SUPERSEDED SURVEY CONTROL
 JE1941
 JE1941  NAD 83(1986)-  38 27 14.25088(N)    094 57 19.92569(W) AD(       ) 3
 JE1941  NAD 27      -  38 27 14.21000(N)    094 57 19.03800(W) AD(       ) 3
 JE1941
 JE1941.Superseded values are not recommended for survey control.
 JE1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1941.See file dsdata.txt to determine how the superseded data were derived.
 JE1941
 JE1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2936557996(NAD 83)
 JE1941_MARKER: DS = TRIANGULATION STATION DISK
 JE1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1941
 JE1941  HISTORY     - Date     Condition        Report By
 JE1941  HISTORY     - 1948     MONUMENTED       CGS
 JE1941  HISTORY     - 1970     GOOD             NGS
 JE1941  HISTORY     - 1972     GOOD             NGS
 JE1941
 JE1941                          STATION DESCRIPTION
 JE1941
 JE1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1941'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF OSAWATOMIE,
 JE1941'ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY NO. 7.  IT IS 40.0
 JE1941'FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 7, 7.5 FEET NORTH OF
 JE1941'A TELEPHONE POLE AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE.
 JE1941'IT PROJECTS 6 INCHES AND IS STAMPED JORDAN 1948.
 JE1941'
 JE1941'REFERENCE MARK NO. 1 IS 40.0 FEET WEST OF THE CENTER OF STATE
 JE1941'HIGHWAY NO. 7 AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE.  IT
 JE1941'PROJECTS 4 INCHES AND IS STAMPED JORDAN NO. 1 1948.
 JE1941'
 JE1941'REFERENCE MARK NO. 2 IS 40.0 FEET WEST OF THE CENTER OF STATE
 JE1941'HIGHWAY NO. 7 AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE.  IT
 JE1941'PROJECTS 4 INCHES AND IS STAMPED JORDAN NO. 2 1948.
 JE1941'
 JE1941'THE AZIMUTH MARK IS 38.5 FEET EAST OF THE CENTER OF STATE
 JE1941'HIGHWAY NO. 7, 2.0 FEET SOUTH OF A POWER LINE POLE AND 1.0 FOOT
 JE1941'EAST OF A NORTH-SOUTH FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 JE1941'JORDAN 1948.
 JE1941'
 JE1941'TO REACH THE STATION FROM THE MAIN INTERSECTION IN OSAWATOMIE,
 JE1941'GO SOUTH ON U.S. HIGHWAY NO. 169 AND STATE HIGHWAY NO. 7 FOR
 JE1941'2.3 MILES TO THE JUNCTION OF U.S. HIGHWAY NO. 169 AND STATE
 JE1941'HIGHWAY NO. 7.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY NO. 7
 JE1941'FOR 0.95 MILE AND STATION ON THE RIGHT AS DESCRIBED.
 JE1941'
 JE1941'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE
 JE1941'HIGHWAY NO. 7 FOR 0.5 MILE AND AZIMUTH MARK ON THE RIGHT AS
 JE1941'DESCRIBED.
 JE1941'
 JE1941'A 4 FOOT SIGNAL AT MAGNETIC IS VISIBLE FROM THE GROUND.
 JE1941'
 JE1941'AN 87 FOOT SIGNAL AT WEA IS VISIBLE FROM THE GROUND.
 JE1941
 JE1941                          STATION RECOVERY (1970)
 JE1941
 JE1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1941'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JE1941'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JE1941'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 JE1941'ADEQUATE FOR RECOVERY.  THE STATION IS ON A CUT BANK ABOUT
 JE1941'15 FEET HIGHER THAN THE HIGHWAY.
 JE1941'
 JE1941'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 JE1941'
 JE1941'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JE1941'
 JE1941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 JE1941'SOUTH OF OSAWATOMIE.
 JE1941
 JE1941                          STATION RECOVERY (1972)
 JE1941
 JE1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CLN)
 JE1941'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 JE1941'ROAD CONSTRUCTION ON STATE HIGHWAY 7, THE AZIMUTH MARK HAD TO BE
 JE1941'MOVED.  A NEW AZIMUTH MARK WAS ESTABLISHED THIS DATE.  THE
 JE1941'ORIGINAL DESCRIPTION AND THE ROUTE TO REACH THE STATION ARE
 JE1941'ADEQUATE.
 JE1941'
 JE1941'BEING THE ORIGINAL AZIMUTH MARK WAS OBSTRUCTED BY TREES, THE
 JE1941'OSAWATOMIE STATE HOSPITAL TANK WAS USED FOR THE INITIAL POINT
 JE1941'FOR OBSERVATION OF DIRECTIONS TO OBJECTS LISTED ABOVE AND AT
 JE1941'A LATER DATE THE STATION WAS RE-OCCUPIED AND TRIANGULATION
 JE1941'STATION MAGNETIC 1926 WAS USED AS THE INITIAL POINT TO TIE IN THE
 JE1941'OBJECTS PREVIOUSLY OBSERVED IN 1972.  FOLLOWING IS A DESCRIPTION
 JE1941'OF THE AZIMUTH MARK AND A DESCRIPTION HOW TO REACH THE AZIMUTH
 JE1941'MARK AND LISTED OBJECTS OBSERVED IN 1973.
 JE1941'
 JE1941'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JORDAN 1948 1973,
 JE1941'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 JE1941'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 88 FEET SOUTH
 JE1941'OF THE SOUTHEAST CORNER OF A METAL BUILDING, 65 FEET
 JE1941'SOUTH-SOUTHWEST OF THE SOUTH END GATE POST, 1.5 FEET SOUTH OF A
 JE1941'METAL WITNESS POST AND 6 INCHES WEST OF A FENCE.
 JE1941'
 JE1941'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 7
 JE1941'FOR 0.4 MILE TO DRIVEWAY TO MRS. BAKERS FARM HOME ON THE RIGHT,
 JE1941'TURN RIGHT AND FOLLOW THE DRIVEWAY FOR 0.1 MILE TO A GATE AND THE
 JE1941'AZIMUTH MARK AS DESCRIBED.
 JE1941'
 JE1941'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 JE1941'SOUTH OF OSAWATOMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1439 ***********************************************************************
 HF1439  DESIGNATION -  JOSEPH
 HF1439  PID         -  HF1439
 HF1439  STATE/COUNTY-  KS/RENO
 HF1439  USGS QUAD   -  GARDEN PLAIN (1982)
 HF1439
 HF1439                         *CURRENT SURVEY CONTROL
 HF1439  ___________________________________________________________________
 HF1439* NAD 83(1997)-  37 44 35.69256(N)    097 44 07.68377(W)     ADJUSTED  
 HF1439* NAVD 88     -       464.     (meters)    1522.     (feet)  SCALED    
 HF1439  ___________________________________________________________________
 HF1439  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 HF1439  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HF1439
 HF1439  HORZ ORDER  -  SECOND
 HF1439
 HF1439.The horizontal coordinates were established by classical geodetic methods
 HF1439.and adjusted by the National Geodetic Survey in October 1998..
 HF1439
 HF1439.The orthometric height was scaled from a topographic map.
 HF1439
 HF1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1439
 HF1439.The geoid height was determined by GEOID03.
 HF1439
 HF1439;                    North         East     Units Scale Factor Converg.
 HF1439;SPC KS S     -   519,760.110   467,379.432   MT  0.99994053   +0 28 11.4
 HF1439;UTM  14      - 4,178,081.102   611,410.804   MT  0.99975288   +0 46 26.9
 HF1439
 HF1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1439!SPC KS S     -   0.99993164  x   0.99994053  =   0.99987217
 HF1439!UTM  14      -   0.99993164  x   0.99975288  =   0.99968453
 HF1439
 HF1439|---------------------------------------------------------------------|
 HF1439| PID    Reference Object                     Distance      Geod. Az  |
 HF1439|                                                           dddmmss.s |
 HF1439| CL4617 JOSEPH RM 1                          17.668 METERS 00206     |
 HF1439| HF1437 OST ST JOSEPH CATH CH SPIRE         APPROX. 0.7 KM 0272245.7 |
 HF1439| CL4618 JOSEPH RM 2                          23.199 METERS 17749     |
 HF1439| CL4616 JOSEPH AZ MK                                       1792100.0 |
 HF1439| HF1446 CHENEY CO LT PWR E RAD MAST         APPROX.13.5 KM 1970817.5 |
 HF1439| HF1444 CHENEY MUNICIPAL TANK               APPROX.13.1 KM 1994301.2 |
 HF1439|---------------------------------------------------------------------|
 HF1439
 HF1439                          SUPERSEDED SURVEY CONTROL
 HF1439
 HF1439  NAD 83(1997)-  37 44 35.70054(N)    097 44 07.68377(W) AD(       ) 2
 HF1439  NAD 83(1986)-  37 44 35.70272(N)    097 44 07.68214(W) AD(       ) 2
 HF1439  NAD 27      -  37 44 35.66517(N)    097 44 06.50422(W) AD(       ) 2
 HF1439
 HF1439.Superseded values are not recommended for survey control.
 HF1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1439.See file dsdata.txt to determine how the superseded data were derived.
 HF1439
 HF1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1141178081(NAD 83)
 HF1439_MARKER: DS = TRIANGULATION STATION DISK
 HF1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1439
 HF1439  HISTORY     - Date     Condition        Report By
 HF1439  HISTORY     - 1962     MONUMENTED       CGS
 HF1439
 HF1439                          STATION DESCRIPTION
 HF1439
 HF1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1439'THE STATION IS APPROXIMATELY 6-1/2 MILES NORTHWEST OF GARDEN
 HF1439'PLAIN, 5-1/2 MILES NORTH OF U.S. HIGHWAY 54, 0.6 MILE NORTH OF
 HF1439'THE RENO-SEDGWICK COUNTY LINE AND ON THE EAST RIGHT-OF-WAY
 HF1439'OF A BLACKTOP ROAD.
 HF1439'
 HF1439'TO REACH THE STATION FROM THE POST OFFICE IN GARDEN PLAIN,
 HF1439'GO NORTH ON A BLACKTOP STREET FOR 0.4 MILE TO THE INTERSECTION
 HF1439'OF U.S. HIGHWAY 54.  TURN LEFT, WEST, ON HIGHWAY 54 FOR 2.75
 HF1439'MILES TO A CROSSROAD.  TURN RIGHT, NORTH, ON A GRAVELED AND
 HF1439'BLACKTOP ROAD FOR 5.0 MILES TO A CROSSROAD AND THE RENO-SEDGWICK
 HF1439'COUNTY LINE.  CONTINUE NORTH ON THE BLACKTOP ROAD FOR 0.15
 HF1439'MILE TO A CONCRETE CULVERT AND THE AZIMUTH MARK ON THE RIGHT.
 HF1439'CONTINUE NORTH ON THE BLACKTOP ROAD FOR 0.45 MILE TO A WIRE
 HF1439'GATE AND THE STATION ON THE RIGHT.
 HF1439'
 HF1439'STATION MARKS ARE STANDARD DISKS STAMPED JOSEPH 1962.  THE
 HF1439'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HF1439'THE SURFACE OF THE GROUND.  IT IS 40 FEET NORTH OF THE CENTER
 HF1439'OF THE WIRE GATE, 38 FEET EAST OF THE CENTER OF THE BLACKTOP
 HF1439'ROAD, 3.5 FEET WEST OF A FENCE AND 3 FEET SOUTHWEST OF A METAL
 HF1439'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HF1439'MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 HF1439'
 HF1439'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JOSEPH NO 1 1962,
 HF1439'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 HF1439'IS 56 FEET NORTH OF THE METAL WITNESS POST, 41 FEET EAST
 HF1439'OF THE CENTER OF THE BLACKTOP ROAD AND 0.5 FOOT WEST OF THE
 HF1439'FENCE.
 HF1439'
 HF1439'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JOSEPH NO 2 1962,
 HF1439'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 HF1439'IS 39.5 FEET EAST OF THE CENTER OF THE BLACKTOP ROAD, 37
 HF1439'FEET SOUTH OF THE CENTER OF THE WIRE GATE, 26.5 FEET NORTH OF A
 HF1439'POWER POLE AND 1 FOOT WEST OF THE FENCE.
 HF1439'
 HF1439'AZIMUTH MARK, A STANDARD DISK STAMPED JOSEPH 1962, IS SET
 HF1439'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HF1439'39.5 FEET EAST OF THE CENTER OF THE BLACKTOP ROAD, 29 FEET
 HF1439'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE CULVERT,
 HF1439'2.4 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 HF1439'FENCE.
 HF1439'
 HF1439'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0914 ***********************************************************************
 HG0914  DESIGNATION -  JOY
 HG0914  PID         -  HG0914
 HG0914  STATE/COUNTY-  KS/KIOWA
 HG0914  USGS QUAD   -  MULLINVILLE (1969)
 HG0914
 HG0914                         *CURRENT SURVEY CONTROL
 HG0914  ___________________________________________________________________
 HG0914* NAD 83(1997)-  37 35 43.40532(N)    099 23 39.90366(W)     ADJUSTED  
 HG0914* NAVD 88     -       697.1    (meters)    2287.     (feet)  VERTCON   
 HG0914  ___________________________________________________________________
 HG0914  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 HG0914  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 HG0914
 HG0914  HORZ ORDER  -  SECOND
 HG0914  VERT ORDER  -  THIRD ? (See Below)
 HG0914
 HG0914.The horizontal coordinates were established by classical geodetic methods
 HG0914.and adjusted by the National Geodetic Survey in October 1998..
 HG0914
 HG0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0914.The vertical order pertains to the NGVD 29 superseded value.
 HG0914
 HG0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0914
 HG0914.The geoid height was determined by GEOID03.
 HG0914
 HG0914;                    North         East     Units Scale Factor Converg.
 HG0914;SPC KS S     -   503,452.852   321,016.470   MT  0.99995164   -0 32 58.7
 HG0914;UTM  14      - 4,160,997.401   465,181.718   MT  0.99961493   -0 14 26.3
 HG0914
 HG0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0914!SPC KS S     -   0.99989481  x   0.99995164  =   0.99984646
 HG0914!UTM  14      -   0.99989481  x   0.99961493  =   0.99950978
 HG0914
 HG0914:                Primary Azimuth Mark                     Grid Az
 HG0914:SPC KS S     -  JOY AZ MK                                073 14 02.2
 HG0914:UTM  14      -  JOY AZ MK                                072 55 29.8
 HG0914
 HG0914|---------------------------------------------------------------------|
 HG0914| PID    Reference Object                     Distance      Geod. Az  |
 HG0914|                                                           dddmmss.s |
 HG0914| CL3237 JOY AZ MK                                          0724103.5 |
 HG0914| CL3238 JOY RM 1                             17.937 METERS 07851     |
 HG0914| HG0911 GREENSBURG FARMERS GRAIN ELEV       APPROX. 9.0 KM 0801645.2 |
 HG0914| HG0908 GREENSBURG MUNICIPAL TANK           APPROX. 8.9 KM 0842022.2 |
 HG0914| CL3239 JOY RM 2                             18.195 METERS 18015     |
 HG0914| HG0915 MULLINVILLE MICROWAVE KAH 78        APPROX. 2.2 KM 3503412.2 |
 HG0914|---------------------------------------------------------------------|
 HG0914
 HG0914                          SUPERSEDED SURVEY CONTROL
 HG0914
 HG0914  NAD 83(1997)-  37 35 43.41298(N)    099 23 39.90350(W) AD(       ) 2
 HG0914  NAD 83(1986)-  37 35 43.40866(N)    099 23 39.90042(W) AD(       ) 2
 HG0914  NAD 27      -  37 35 43.33864(N)    099 23 38.48290(W) AD(       ) 2
 HG0914  NGVD 29 (07/19/86)  696.8    (m)         2286.     (f) LEVELING    3  
 HG0914
 HG0914.Superseded values are not recommended for survey control.
 HG0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0914.See file dsdata.txt to determine how the superseded data were derived.
 HG0914
 HG0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6518260997(NAD 83)
 HG0914_MARKER: DS = TRIANGULATION STATION DISK
 HG0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0914+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2000
 HG0914
 HG0914  HISTORY     - Date     Condition        Report By
 HG0914  HISTORY     - 1961     MONUMENTED       CGS
 HG0914  HISTORY     - 20000307 GOOD             LOCENG
 HG0914
 HG0914                          STATION DESCRIPTION
 HG0914
 HG0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0914'THE STATION IS ABOUT 5-1/2 MILES WEST OF GREENSBURG, 4-1/2 MILES EAST
 HG0914'OF MULLINVILLE AT THE SITE OF THE JOY, KANSAS GRAIN ELEVATOR AND
 HG0914'WEIGHING SCALES, IN THE NORTHEAST QUARTER OF SECTION 21, T 28 S, R
 HG0914'20 W, ON PROPERTY OF THE CO-OP ELEVATOR EXCHANGE.
 HG0914'
 HG0914'TO REACH THE STATION FROM THE FIRST STATE BANK IN MULLINVILLE, GO
 HG0914'EAST ON U.S. HIGHWAY 154 FOR 1.7 MILES TO THE JUNCTION OF U.S.
 HG0914'HIGHWAY 54.  (HIGHWAY 154 ENDS HERE.) CONTINUE EAST ON HIGHWAY 54
 HG0914'FOR 2.75 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A PAVED
 HG0914'ROAD FOR 0.4 MILE TO THE WEIGHING SCALES AND THE STATION ON THE
 HG0914'LEFT, WEST SIDE OF THE PAVED ROAD.
 HG0914'
 HG0914'STATION MARKS ARE STANDARD DISKS STAMPED JOY 1961.  THE SURFACE DISK
 HG0914'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG0914'GROUND. IT IS 37 FEET WEST OF THE CENTER OF THE PAVED ROAD, 18.5 FEET
 HG0914'NORTHEAST OF THE SOUTHEAST CORNER OF THE SCALE HOUSE, 11.5
 HG0914'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH SET OF RAILROAD TRACKS AND
 HG0914'7 FEET EAST OF THE NORTHEAST CORNER OF THE SCALE HOUSE.  THE
 HG0914'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 HG0914'BELOW THE SURFACE OF THE GROUND.
 HG0914'
 HG0914'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JOY NO 1 1961, IS SET
 HG0914'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HG0914'IS 19 FEET EAST OF THE CENTER OF THE PAVED ROAD, 12.5 FEET SOUTH
 HG0914'OF THE SOUTH RAIL OF RAILROAD TRACKS, 2.5 FEET SOUTH OF A METAL
 HG0914'WITNESS POST AND 2 FEET SOUTHEAST OF A TELEPHONE POLE.
 HG0914'
 HG0914'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JOY NO 2 1961, IS SET
 HG0914'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HG0914'IS 43 FEET WEST OF THE CENTER OF THE PAVED ROAD, 42 FEET SOUTH OF THE
 HG0914'SOUTHEAST CORNER OF THE SCALE HOUSE, 29 FEET NORTHEAST OF THE
 HG0914'NORTHEAST CORNER OF A WHITE FRAME HOUSE AND 16 FEET NORTHWEST
 HG0914'OF A POWER POLE.
 HG0914'
 HG0914'AZIMUTH MARK IS A STANDARD DISK STAMPED JOY 1961, SET IN A SQUARE
 HG0914'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 40.2 FEET NORTH OF THE
 HG0914'NORTH RAIL OF THE NORTH SET OF RAILROAD TRACKS, 6 FEET WEST OF A
 HG0914'TELEPHONE POLE AND 2 FEET WEST OF A METAL WITNESS POST.
 HG0914'
 HG0914'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG THE SOUTH
 HG0914'SIDE OF THE RAILROAD TRACKS 0.15 MILES TO A POLE CORRAL.  CONTINUE
 HG0914'EAST 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF THE
 HG0914'RAILROAD TRACKS.
 HG0914'
 HG0914'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HG0914
 HG0914                          STATION RECOVERY (2000)
 HG0914
 HG0914'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 HG0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0688 ***********************************************************************
 HE0688  DESIGNATION -  JUNCTION
 HE0688  PID         -  HE0688
 HE0688  STATE/COUNTY-  KS/NEOSHO
 HE0688  USGS QUAD   -  ROLLIN (1973)
 HE0688
 HE0688                         *CURRENT SURVEY CONTROL
 HE0688  ___________________________________________________________________
 HE0688* NAD 83(1997)-  37 40 54.18813(N)    095 15 08.60727(W)     ADJUSTED  
 HE0688* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 HE0688  ___________________________________________________________________
 HE0688  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 HE0688  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 HE0688
 HE0688  HORZ ORDER  -  SECOND
 HE0688
 HE0688.The horizontal coordinates were established by classical geodetic methods
 HE0688.and adjusted by the National Geodetic Survey in October 1998..
 HE0688
 HE0688.The orthometric height was scaled from a topographic map.
 HE0688
 HE0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0688
 HE0688.The geoid height was determined by GEOID03.
 HE0688
 HE0688;                    North         East     Units Scale Factor Converg.
 HE0688;SPC KS S     -   517,643.575   686,400.042   MT  0.99994435   +1 59 44.7
 HE0688;UTM  15      - 4,172,889.151   301,381.418   MT  1.00008593   -1 22 38.2
 HE0688
 HE0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0688!SPC KS S     -   0.99995588  x   0.99994435  =   0.99990023
 HE0688!UTM  15      -   0.99995588  x   1.00008593  =   1.00004180
 HE0688
 HE0688|---------------------------------------------------------------------|
 HE0688| PID    Reference Object                     Distance      Geod. Az  |
 HE0688|                                                           dddmmss.s |
 HE0688| CL4625 JUNCTION RM 1                        45.985 METERS 09910     |
 HE0688| CL4624 JUNCTION AZ MK                                     1750807.3 |
 HE0688| CL4626 JUNCTION RM 2                        20.458 METERS 22401     |
 HE0688| HE0702 CHANUTE S MUNICIPAL TANK            APPROX.18.8 KM 2674456.7 |
 HE0688| HE0699 CHANUTE GENERAL COM RADIO MAST      APPROX.17.1 KM 2701225.8 |
 HE0688| HE0694 CHANUTE CABLE TV MAST               APPROX.13.9 KM 2710841.0 |
 HE0688| HE0698 CHANUTE ASH GROVE CEMENT W STK      APPROX.18.7 KM 2753115.4 |
 HE0688|---------------------------------------------------------------------|
 HE0688
 HE0688                          SUPERSEDED SURVEY CONTROL
 HE0688
 HE0688  NAD 83(1997)-  37 40 54.19268(N)    095 15 08.60739(W) AD(       ) 2
 HE0688  NAD 83(1986)-  37 40 54.19680(N)    095 15 08.59635(W) AD(       ) 2
 HE0688  NAD 27      -  37 40 54.03311(N)    095 15 07.66484(W) AD(       ) 2
 HE0688
 HE0688.Superseded values are not recommended for survey control.
 HE0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0688.See file dsdata.txt to determine how the superseded data were derived.
 HE0688
 HE0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0138172889(NAD 83)
 HE0688_MARKER: DS = TRIANGULATION STATION DISK
 HE0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0688
 HE0688  HISTORY     - Date     Condition        Report By
 HE0688  HISTORY     - 1965     MONUMENTED       CGS
 HE0688
 HE0688                          STATION DESCRIPTION
 HE0688
 HE0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0688'THE STATION IS ABOUT 11-1/4 MILES EAST AND 1/2 MILE NORTH
 HE0688'OF CHANUTE ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 39
 HE0688'AND AT THE JUNCTION OF STATE HIGHWAYS 39 AND 57 AND U.S.
 HE0688'HIGHWAY 59.
 HE0688'
 HE0688'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 HE0688'108 AND U.S. HIGHWAY 59 AT THE SOUTHWEST EDGE OF ERIE, GO
 HE0688'NORTH ON HIGHWAY 59 FOR 7.7 MILES TO THE AZIMUTH MARK ON
 HE0688'THE RIGHT.  CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO
 HE0688'THE STATION.
 HE0688'
 HE0688'THE STATION MARK IS A STANDARD DISK, STAMPED JUNCTION 1964,
 HE0688'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE0688'GROUND.  IT IS 111.6 FEET NORTH OF THE CENTERLINE OF
 HE0688'HIGHWAY 39, 94.3 FEET WEST OF THE CENTERLINE OF A
 HE0688'NORTH-SOUTH ROAD, 72.7 FEET NORTH-NORTHEAST OF A FENCE CORNER,
 HE0688'8.7 FEET EAST-SOUTHEAST OF A NORTH-SOUTH FENCE AND 8.7
 HE0688'FEET EAST-SOUTHEAST OF A WITNESS POST.
 HE0688'
 HE0688'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JUNCTION NO 1
 HE0688'1964, SET IN THE TOP OF A 6 BY 8 INCH CONCRETE POST FLUSH
 HE0688'WITH THE GROUND.  IT IS 89.4 FEET NORTH OF THE CENTERLINE
 HE0688'OF U.S. HIGHWAY 59, 57.7 FEET EAST OF THE CENTERLINE OF
 HE0688'THE NORTH-SOUTH ROAD, 29.8 FEET NORTHWEST OF A FENCE CORNER,
 HE0688'1.5 FEET NORTH-NORTHEAST OF A POWERLINE POLE AND ABOUT 1 FOOT
 HE0688'LOWER IN ELEVATION THAN THE STATION.
 HE0688'
 HE0688'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JUNCTION NO 2
 HE0688'1964, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST FLUSH
 HE0688'WITH THE GROUND.  IT IS 137.8 FEET WEST OF THE CENTERLINE
 HE0688'OF THE NORTH-SOUTH ROAD, 62.3 FEET NORTH OF THE CENTERLINE OF
 HE0688'HIGHWAY 39, 5.0 FEET NORTHEAST OF A FENCE CORNER, 1.0 FOOT
 HE0688'SOUTHEAST OF THE NORTH-SOUTH FENCE AND ABOUT THE SAME
 HE0688'ELEVATION AS THE STATION.
 HE0688'
 HE0688'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JUNCTION 1964,
 HE0688'CEMENTED IN A DRILL HOLE IN THE TOP OF A SQUARE CONCRETE
 HE0688'CULVERT.  IT IS 23.3 FEET EAST OF THE CENTERLINE OF U.S.
 HE0688'HIGHWAY 59, 85.9 FEET EAST OF A PWERLINE POLE, 36.3 FEET
 HE0688'WEST OF AN EAST RIGHT-OF-WAY FENCE AND 2.1 FEET EAST OF A
 HE0688'POWERLINE POLE.
 HE0688'
 HE0688'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1105 ***********************************************************************
 KF1105  DESIGNATION -  JUNCTION CITY KANS P AND L TWR
 KF1105  PID         -  KF1105
 KF1105  STATE/COUNTY-  KS/GEARY
 KF1105  USGS QUAD   -  JUNCTION CITY (1982)
 KF1105
 KF1105                         *CURRENT SURVEY CONTROL
 KF1105  ___________________________________________________________________
 KF1105* NAD 83(1997)-  39 00 30.57595(N)    096 51 14.37708(W)     ADJUSTED  
 KF1105* NAVD 88     -                                                        
 KF1105  ___________________________________________________________________
 KF1105  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 KF1105  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 KF1105
 KF1105  HORZ ORDER  -  THIRD
 KF1105
 KF1105.The horizontal coordinates were established by classical geodetic methods
 KF1105.and adjusted by the National Geodetic Survey in October 1998..
 KF1105
 KF1105
 KF1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1105
 KF1105.The geoid height was determined by GEOID03.
 KF1105
 KF1105;                    North         East     Units Scale Factor Converg.
 KF1105;SPC KS N     -    75,578.052   499,256.490   MT  0.99996574   +0 43 30.3
 KF1105;UTM  14      - 4,319,909.982   685,813.355   MT  1.00002516   +1 21 04.2
 KF1105
 KF1105                          SUPERSEDED SURVEY CONTROL
 KF1105
 KF1105  NAD 83(1986)-  39 00 30.58233(N)    096 51 14.37547(W) AD(       ) 4
 KF1105  NAD 27      -  39 00 30.58613(N)    096 51 13.34165(W) AD(       ) 3
 KF1105
 KF1105.Superseded values are not recommended for survey control.
 KF1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1105.See file dsdata.txt to determine how the superseded data were derived.
 KF1105
 KF1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8581319910(NAD 83)
 KF1105_MARKER: 45 = MICROWAVE TOWER
 KF1105
 KF1105  HISTORY     - Date     Condition        Report By
 KF1105  HISTORY     - 1970     FIRST OBSERVED   NGS
 KF1105
 KF1105                          STATION DESCRIPTION
 KF1105
 KF1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1105'THE JUNCTION CITY KANSAS POWER AND LIGHT MICROWAVE KER 50 IS A
 KF1105'STEEL STRUCTURE PAINTED RED AND WHITE, AND IS ABOUT 225 FEET
 KF1105'HIGH.  IT IS LOCATED ABOUT 2-1/4 MILES SOUTHWEST OF JUNCTION
 KF1105'CITY ON A HIGH RIDGE WHICH IS ABOUT 1/4 MILE NORTH OF INTERSTATE
 KF1105'HIGHWAY 70.  THE POINT INTERSECTED WAS THE RED LIGHT ON TOP
 KF1105'OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1097 ***********************************************************************
 KF1097  DESIGNATION -  JUNCTION CITY MAGNETIC STATION
 KF1097  PID         -  KF1097
 KF1097  STATE/COUNTY-  KS/GEARY
 KF1097  USGS QUAD   -  JUNCTION CITY (1982)
 KF1097
 KF1097                         *CURRENT SURVEY CONTROL
 KF1097  ___________________________________________________________________
 KF1097* NAD 83(1997)-  39 04 01.46617(N)    096 47 34.65802(W)     ADJUSTED  
 KF1097* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 KF1097  ___________________________________________________________________
 KF1097  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 KF1097  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 KF1097
 KF1097  HORZ ORDER  -  SECOND
 KF1097
 KF1097.The horizontal coordinates were established by classical geodetic methods
 KF1097.and adjusted by the National Geodetic Survey in October 1998..
 KF1097
 KF1097.The orthometric height was scaled from a topographic map.
 KF1097
 KF1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1097
 KF1097.The geoid height was determined by GEOID03.
 KF1097
 KF1097;                    North         East     Units Scale Factor Converg.
 KF1097;SPC KS N     -    82,149.315   504,455.627   MT  0.99996196   +0 45 49.4
 KF1097;UTM  14      - 4,326,538.217   690,940.664   MT  1.00004894   +1 23 28.9
 KF1097
 KF1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1097!SPC KS N     -   0.99994392  x   0.99996196  =   0.99990588
 KF1097!UTM  14      -   0.99994392  x   1.00004894  =   0.99999286
 KF1097
 KF1097                          SUPERSEDED SURVEY CONTROL
 KF1097
 KF1097  NAD 83(1986)-  39 04 01.47235(N)    096 47 34.65628(W) AD(       ) 2
 KF1097  NAD 27      -  39 04 01.48300(N)    096 47 33.62900(W) AD(       ) 2
 KF1097
 KF1097.Superseded values are not recommended for survey control.
 KF1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1097.See file dsdata.txt to determine how the superseded data were derived.
 KF1097
 KF1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9094126538(NAD 83)
 KF1097_MARKER: V = STONE MONUMENT
 KF1097_SETTING: 0 = UNSPECIFIED SETTING
 KF1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF1097
 KF1097  HISTORY     - Date     Condition        Report By
 KF1097  HISTORY     - 1935     MONUMENTED       CGS
 KF1097
 KF1097                          STATION DESCRIPTION
 KF1097
 KF1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF1097'STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF JUNCTION
 KF1097'CITY, ON THE FORT RILEY MILITARY RESERVATION, ABOUT 300 METERS
 KF1097'NORTH OF THE PRESENT LOCATION OF THE MAJOR OGDEN MONUMENT, ON
 KF1097'A HIGH BLUFF OVERLOOKING JUNCTION CITY TO THE SOUTH AND THE
 KF1097'FORT RILEY MILITARY POST TO THE EAST, NOT HIGHEST GROUND IN THE
 KF1097'VICINITY.
 KF1097'
 KF1097'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 40 S, IN THE
 KF1097'NORTH PART OF JUNCTION CITY AT THE MUNICIPAL WATER PLANT,
 KF1097'BY GOING EAST AND NORTHEAST ON HIGHWAY 40 S FOR 3.0 MILES TO
 KF1097'MAIN ENTRANCE TO THE FORT RILEY MILITARY POST, CONTINUE
 KF1097'STRAIGHT AHEAD ON HIGHWAY 40 S FOR 0.2 MILE TO GREY STONE
 KF1097'HOUSE ON LEFT (NO. 186 OFFICERS QUARTERS), TURN LEFT (WEST)
 KF1097'UP STONEY HILL ROAD FOR 0.2 MILE TO ROAD FORK, TAKE LEFT
 KF1097'FORK (WEST) FOR 0.1 MILE, TURN LEFT (SOUTH) FOR 0.3 MILE
 KF1097'TO STONE (ABOUT 3- BY 3- FEET SQUARE) ON TOP OF A SMALL
 KF1097'MOUND, AND STATION.  STATION IS 40.5 METERS NORTH OF THE
 KF1097'ABOVE STONE (WHICH MARKS THE ORIGINAL POSITION OF THE MAJOR
 KF1097'OGDEN MONUMENT), SLIGHTLY TO THE WEST OF THE STRAIGHT LINE
 KF1097'FROM THE FORMER POSITION OF THE MONUMENT TO THE FORT
 KF1097'RILEY RESERVOIR, 21.3 METERS NORTHWEST OF A LARGE LOOSE
 KF1097'FLAT STONE MARKED CHICO, AND 2.4 METERS WEST OF THE
 KF1097'CENTERLINE OF THE NORTHEAST-SOUTHWEST DIRT ROAD, MARKED
 KF1097'BY A 6- BY 6-INCH LIMESTONE POST PROJECTING ABOUT 4
 KF1097'INCHES ABOVE THE SURFACE OF THE GROUND.  THE TOP AND CORNERS
 KF1097'HAVE BEEN BROKEN OFF SOMEWHAT AND THE FORMER LETTERING
 KF1097'AND DRILL HOLE OBLITERATED.  A TIE WAS MADE TO THE CENTER OF
 KF1097'THE POST FROM TRIANGULATION STATION OGDEN.  IT IS 32.078
 KF1097'METERS (105.24 FEET) SOUTH OF THE MAGNETIC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1095 ***********************************************************************
 KF1095  DESIGNATION -  JUNCTION CITY MUN TANK
 KF1095  PID         -  KF1095
 KF1095  STATE/COUNTY-  KS/GEARY
 KF1095  USGS QUAD   -  JUNCTION CITY (1982)
 KF1095
 KF1095                         *CURRENT SURVEY CONTROL
 KF1095  ___________________________________________________________________
 KF1095* NAD 83(1997)-  39 01 12.46220(N)    096 50 43.14745(W)     ADJUSTED  
 KF1095* NAVD 88     -                                                        
 KF1095  ___________________________________________________________________
 KF1095  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 KF1095  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 KF1095
 KF1095  HORZ ORDER  -  THIRD
 KF1095
 KF1095.The horizontal coordinates were established by classical geodetic methods
 KF1095.and adjusted by the National Geodetic Survey in October 1998..
 KF1095
 KF1095
 KF1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1095
 KF1095.The geoid height was determined by GEOID03.
 KF1095
 KF1095;                    North         East     Units Scale Factor Converg.
 KF1095;SPC KS N     -    76,879.123   499,991.320   MT  0.99996491   +0 43 50.1
 KF1095;UTM  14      - 4,321,219.086   686,533.965   MT  1.00002846   +1 21 25.1
 KF1095
 KF1095                          SUPERSEDED SURVEY CONTROL
 KF1095
 KF1095  NAD 83(1986)-  39 01 12.46797(N)    096 50 43.14288(W) AD(       ) 4
 KF1095  NAD 27      -  39 01 12.47260(N)    096 50 42.10853(W) AD(       ) 3
 KF1095
 KF1095.Superseded values are not recommended for survey control.
 KF1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1095.See file dsdata.txt to determine how the superseded data were derived.
 KF1095
 KF1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8653421219(NAD 83)
 KF1095_MARKER: 53 = ELEVATED TANK
 KF1095
 KF1095  HISTORY     - Date     Condition        Report By
 KF1095  HISTORY     - 1964     FIRST OBSERVED   CGS
 KF1095  HISTORY     - 1970     GOOD             NGS
 KF1095  HISTORY     - 1980     GOOD             NGS
 KF1095  HISTORY     - 1987     GOOD             NOS
 KF1095
 KF1095                          STATION DESCRIPTION
 KF1095
 KF1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1095'THE JUNCTION CITY MUNICIPAL TANK IS LOCATED AT THE CORNER OF
 KF1095'SPRUCE STREET AND BUNKER HILL DRIVE IN THE SOUTHWEST
 KF1095'SECTION OF JUNCTION CITY.  IT IS A ROUND WATER TANK SUPPORTED
 KF1095'BY SIX STEEL PIPE LEGS, PAINTED WHITE, 110 FEET HIGH AND
 KF1095'THE POINT INTERSECTED IS A ROD ON THE TOP CENTER.
 KF1095
 KF1095                          STATION RECOVERY (1980)
 KF1095
 KF1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 KF1095'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 KF1095'DESCRIBED BY C. A. ANNIS IN 1970.
 KF1095'
 KF1095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT JUNCTION
 KF1095'CITY.
 KF1095
 KF1095                          STATION RECOVERY (1987)
 KF1095
 KF1095'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 KF1095'THE STATION WAS RECOVERED AT THIS DATE.
 KF1095'STATION WAS RECOVERED AS DESCRIBED.
 KF1095'
 KF1095'RECOVERED BY R. DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1484 ***********************************************************************
 JF1484  DESIGNATION -  JUNCTION CITY RAD STA KJCK MST
 JF1484  PID         -  JF1484
 JF1484  STATE/COUNTY-  KS/GEARY
 JF1484  USGS QUAD   -  WREFORD (1964)
 JF1484
 JF1484                         *CURRENT SURVEY CONTROL
 JF1484  ___________________________________________________________________
 JF1484* NAD 83(1997)-  38 59 24.79960(N)    096 49 39.26223(W)     ADJUSTED  
 JF1484* NAVD 88     -                                                        
 JF1484  ___________________________________________________________________
 JF1484  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JF1484  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 JF1484
 JF1484  HORZ ORDER  -  THIRD
 JF1484
 JF1484.The horizontal coordinates were established by classical geodetic methods
 JF1484.and adjusted by the National Geodetic Survey in October 1998..
 JF1484
 JF1484
 JF1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1484
 JF1484.The geoid height was determined by GEOID03.
 JF1484
 JF1484;                    North         East     Units Scale Factor Converg.
 JF1484;SPC KS N     -    73,579.197   501,570.949   MT  0.99996713   +0 44 30.5
 JF1484;UTM  14      - 4,317,936.396   688,149.656   MT  1.00003592   +1 22 02.2
 JF1484
 JF1484                          SUPERSEDED SURVEY CONTROL
 JF1484
 JF1484  NAD 83(1986)-  38 59 24.80594(N)    096 49 39.26074(W) AD(       ) 4
 JF1484  NAD 27      -  38 59 24.80783(N)    096 49 38.22657(W) AD(       ) 3
 JF1484
 JF1484.Superseded values are not recommended for survey control.
 JF1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1484.See file dsdata.txt to determine how the superseded data were derived.
 JF1484
 JF1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8815017936(NAD 83)
 JF1484_MARKER: 42 = RADIO/TV MAST
 JF1484
 JF1484  HISTORY     - Date     Condition        Report By
 JF1484  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1484
 JF1484                          STATION DESCRIPTION
 JF1484
 JF1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1484'THE JUNCTION CITY RADIO STATION MAST KJCK IS A LACED STEEL
 JF1484'STRUCTURE ABOUT 175 FEET HIGH.  IT IS LOCATED ABOUT 3.0 MILES
 JF1484'SOUTH OF JUNCTION CITY.  THE POINT INTERSECTED WAS THE RED LIGHT
 JF1484'ON TOP OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1108 ***********************************************************************
 KF1108  DESIGNATION -  JUNCTION CITY SW BELL TEL TWR
 KF1108  PID         -  KF1108
 KF1108  STATE/COUNTY-  KS/GEARY
 KF1108  USGS QUAD   -  JUNCTION CITY (1982)
 KF1108
 KF1108                         *CURRENT SURVEY CONTROL
 KF1108  ___________________________________________________________________
 KF1108* NAD 83(1997)-  39 00 41.98905(N)    096 52 18.48618(W)     ADJUSTED  
 KF1108* NAVD 88     -                                                        
 KF1108  ___________________________________________________________________
 KF1108  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 KF1108  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 KF1108
 KF1108  HORZ ORDER  -  THIRD
 KF1108
 KF1108.The horizontal coordinates were established by classical geodetic methods
 KF1108.and adjusted by the National Geodetic Survey in October 1998..
 KF1108
 KF1108
 KF1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1108
 KF1108.The geoid height was determined by GEOID03.
 KF1108
 KF1108;                    North         East     Units Scale Factor Converg.
 KF1108;SPC KS N     -    75,910.599   497,709.814   MT  0.99996551   +0 42 49.8
 KF1108;UTM  14      - 4,320,225.624   684,263.051   MT  1.00001809   +1 20 24.1
 KF1108
 KF1108                          SUPERSEDED SURVEY CONTROL
 KF1108
 KF1108  NAD 83(1986)-  39 00 41.99547(N)    096 52 18.48458(W) AD(       ) 4
 KF1108  NAD 27      -  39 00 42.00087(N)    096 52 17.44878(W) AD(       ) 3
 KF1108
 KF1108.Superseded values are not recommended for survey control.
 KF1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1108.See file dsdata.txt to determine how the superseded data were derived.
 KF1108
 KF1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8426320226(NAD 83)
 KF1108_MARKER: 45 = MICROWAVE TOWER
 KF1108
 KF1108  HISTORY     - Date     Condition        Report By
 KF1108  HISTORY     - 1970     FIRST OBSERVED   NGS
 KF1108
 KF1108                          STATION DESCRIPTION
 KF1108
 KF1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1108'THE JUNCTION CITY SOUTHWESTERN BELL TELEPHONE COMPANY MICROWAVE
 KF1108'KAE 25 IS LOCATED APPROXIMATELY 1 MILE EAST OF U.S. HIGHWAY 77,
 KF1108'4 MILES NORTH OF INTERSTATE HIGHWAY 70 AND 1.2 MILES SOUTH AND
 KF1108'2 MILES WEST OF THE BUSINESS CENTER OF JUNCTION CITY.  IT IS A
 KF1108'4-LEGGED STEEL TOWER WITH REFLECTORS ON FOUR SIDES AND IS 100
 KF1108'FEET IN HEIGHT.  IT IS OWNED BY THE SOUTHWESTERN BELL TELEPHONE
 KF1108'COMPANY AND IS UNDER THE JURISDICTION OF THEIR SALINA, KANSAS
 KF1108'OFFICE, WHERE IT IS DESIGNATED AS SALINA RADIO 2 EAST.  THE
 KF1108'POINT INTERSECTED WAS THE THREE FOOT ROD IN THE TOP CENTER
 KF1108'OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1106 ***********************************************************************
 KF1106  DESIGNATION -  JUNCTION CITY TEL CO MAST
 KF1106  PID         -  KF1106
 KF1106  STATE/COUNTY-  KS/GEARY
 KF1106  USGS QUAD   -  JUNCTION CITY (1982)
 KF1106
 KF1106                         *CURRENT SURVEY CONTROL
 KF1106  ___________________________________________________________________
 KF1106* NAD 83(1997)-  39 00 14.89514(N)    096 51 45.28026(W)     ADJUSTED  
 KF1106* NAVD 88     -                                                        
 KF1106  ___________________________________________________________________
 KF1106  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 KF1106  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 KF1106
 KF1106  HORZ ORDER  -  THIRD
 KF1106
 KF1106.The horizontal coordinates were established by classical geodetic methods
 KF1106.and adjusted by the National Geodetic Survey in October 1998..
 KF1106
 KF1106
 KF1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1106
 KF1106.The geoid height was determined by GEOID03.
 KF1106
 KF1106;                    North         East     Units Scale Factor Converg.
 KF1106;SPC KS N     -    75,085.173   498,519.117   MT  0.99996606   +0 43 10.8
 KF1106;UTM  14      - 4,319,409.047   685,081.369   MT  1.00002181   +1 20 44.2
 KF1106
 KF1106                          SUPERSEDED SURVEY CONTROL
 KF1106
 KF1106  NAD 83(1986)-  39 00 14.90150(N)    096 51 45.27872(W) AD(       ) 4
 KF1106  NAD 27      -  39 00 14.90402(N)    096 51 44.24236(W) AD(       ) 3
 KF1106
 KF1106.Superseded values are not recommended for survey control.
 KF1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1106.See file dsdata.txt to determine how the superseded data were derived.
 KF1106
 KF1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8508119409(NAD 83)
 KF1106_MARKER: 42 = RADIO/TV MAST
 KF1106
 KF1106  HISTORY     - Date     Condition        Report By
 KF1106  HISTORY     - 1970     FIRST OBSERVED   NGS
 KF1106
 KF1106                          STATION DESCRIPTION
 KF1106
 KF1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1106'THE JUNCTION CITY TELEPHONE COMPANY KANSAS MAST KAM 568 IS
 KF1106'LOCATED ON A HIGH RIDGE ABOUT 2-1/2 MILES SOUTHWEST OF JUNCTION
 KF1106'CITY AND ABOUT 1/4 MILE NORTH OF INTERSTATE HIGHWAY 70.  IT IS A
 KF1106'STEEL STRUCTURE, PAINTED RED AND WHITE AND IS ABOUT 250 FEET
 KF1106'HIGH.  THE POINT INTERSECTED WAS THE RED LIGHT ON TOP OF THE
 KF1106'MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1107 ***********************************************************************
 KF1107  DESIGNATION -  JUNCTION CITY TV INC N MAST
 KF1107  PID         -  KF1107
 KF1107  STATE/COUNTY-  KS/GEARY
 KF1107  USGS QUAD   -  JUNCTION CITY (1982)
 KF1107
 KF1107                         *CURRENT SURVEY CONTROL
 KF1107  ___________________________________________________________________
 KF1107* NAD 83(1997)-  39 00 53.28642(N)    096 52 13.31921(W)     ADJUSTED  
 KF1107* NAVD 88     -                                                        
 KF1107  ___________________________________________________________________
 KF1107  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 KF1107  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 KF1107
 KF1107  HORZ ORDER  -  THIRD
 KF1107
 KF1107.The horizontal coordinates were established by classical geodetic methods
 KF1107.and adjusted by the National Geodetic Survey in October 1998..
 KF1107
 KF1107
 KF1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1107
 KF1107.The geoid height was determined by GEOID03.
 KF1107
 KF1107;                    North         East     Units Scale Factor Converg.
 KF1107;SPC KS N     -    76,260.494   497,829.767   MT  0.99996528   +0 42 53.0
 KF1107;UTM  14      - 4,320,576.828   684,379.178   MT  1.00001862   +1 20 27.7
 KF1107
 KF1107                          SUPERSEDED SURVEY CONTROL
 KF1107
 KF1107  NAD 83(1986)-  39 00 53.29288(N)    096 52 13.31760(W) AD(       ) 4
 KF1107  NAD 27      -  39 00 53.29773(N)    096 52 12.28115(W) AD(       ) 3
 KF1107
 KF1107.Superseded values are not recommended for survey control.
 KF1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1107.See file dsdata.txt to determine how the superseded data were derived.
 KF1107
 KF1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8437920577(NAD 83)
 KF1107_MARKER: 42 = RADIO/TV MAST
 KF1107
 KF1107  HISTORY     - Date     Condition        Report By
 KF1107  HISTORY     - 1970     FIRST OBSERVED   NGS
 KF1107
 KF1107                          STATION DESCRIPTION
 KF1107
 KF1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1107'THE JUNCTION CITY TELEVISION INCORPORATED MAST KJCK FM 945 IS A
 KF1107'CABLE RELAY STRUCTURE CONSISTING OF TWIN MASTS OF LATTICE
 KF1107'CONSTRUCTION WITH HORIZONTAL TRUSS BRACING CONNECTING THEM NEAR
 KF1107'THE TOP.  THE STRUCTURE IS 503 FEET HIGH AND LOCATED
 KF1107'APPROXIMATELY 1 MILE EAST OF U.S. HIGHWAY 77, 4 MILES NORTH
 KF1107'OF INTERSTATE HIGHWAY 70, 1 MILE SOUTH AND 2.2 MILES WEST
 KF1107'OF THE BUSINESS CENTER OF JUNCTION CITY.  THE POINT INTERSECTED
 KF1107'WAS THE RED LIGHT ON TOP OF THE NORTH MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7198 ***********************************************************************
 DF7198  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7198  DESIGNATION -  JUNCTIONCITY COOP CORS ARP
 DF7198  CORS_ID     -  JC01
 DF7198  PID         -  DF7198
 DF7198  STATE/COUNTY-  KS/GEARY
 DF7198  USGS QUAD   -  JUNCTION CITY (1982)
 DF7198
 DF7198                         *CURRENT SURVEY CONTROL
 DF7198  ___________________________________________________________________
 DF7198* NAD 83(CORS)-  39 02 44.94941(N)    096 50 16.62950(W)     ADJUSTED  
 DF7198* NAVD 88     -                                                        
 DF7198  ___________________________________________________________________
 DF7198  EPOCH DATE  -        2002.00
 DF7198  X           -    -590,589.436 (meters)                     COMP
 DF7198  Y           -  -4,925,081.559 (meters)                     COMP
 DF7198  Z           -   3,996,464.077 (meters)                     COMP
 DF7198  ELLIP HEIGHT-         309.95  (meters)          (07/??/03) GPS OBS
 DF7198  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DF7198
 DF7198  HORZ ORDER  -  SPECIAL (CORS)
 DF7198  ELLP ORDER  -  SPECIAL (CORS)
 DF7198
 DF7198.ITRF positions are available for this station.
 DF7198.The coordinates were established by GPS observations
 DF7198.and adjusted by the National Geodetic Survey in July 2003..
 DF7198.The coordinates are valid at the epoch date displayed above.
 DF7198.The epoch date for horizontal control is a decimal equivalence
 DF7198.of Year/Month/Day.
 DF7198
 DF7198
 DF7198.The PID for the CORS L1 Phase Center is DF7199.
 DF7198
 DF7198.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7198
 DF7198.The ellipsoidal height was determined by GPS observations
 DF7198.and is referenced to NAD 83.
 DF7198
 DF7198.The geoid height was determined by GEOID03.
 DF7198
 DF7198;                    North         East     Units Scale Factor Converg.
 DF7198;SPC KS N     -    79,739.048   500,592.566   MT  0.99996321   +0 44 06.9
 DF7198
 DF7198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7198!SPC KS N     -   0.99995137  x   0.99996321  =   0.99991458
 DF7198
 DF7198                          SUPERSEDED SURVEY CONTROL
 DF7198
 DF7198.No superseded survey control is available for this station.
 DF7198
 DF7198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8710424086(NAD 83)
 DF7198_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7198
 DF7198                          STATION DESCRIPTION
 DF7198
 DF7198'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF7198'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF7198'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF7198'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF7198'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF7198'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7199 ***********************************************************************
 DF7199  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7199  DESIGNATION -  JUNCTIONCITY COOP CORS L1 PHASE CENTER
 DF7199  CORS_ID     -  JC01
 DF7199  PID         -  DF7199
 DF7199  STATE/COUNTY-  KS/GEARY
 DF7199  USGS QUAD   -  JUNCTION CITY (1982)
 DF7199
 DF7199                         *CURRENT SURVEY CONTROL
 DF7199  ___________________________________________________________________
 DF7199* NAD 83(CORS)-  39 02 44.94942(N)    096 50 16.62951(W)     ADJUSTED  
 DF7199* NAVD 88     -                                                        
 DF7199  ___________________________________________________________________
 DF7199  EPOCH DATE  -        2002.00
 DF7199  X           -    -590,589.446 (meters)                     COMP
 DF7199  Y           -  -4,925,081.644 (meters)                     COMP
 DF7199  Z           -   3,996,464.147 (meters)                     COMP
 DF7199  ELLIP HEIGHT-         310.06  (meters)          (07/??/03) GPS OBS
 DF7199  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 DF7199
 DF7199  HORZ ORDER  -  SPECIAL (CORS)
 DF7199  ELLP ORDER  -  SPECIAL (CORS)
 DF7199
 DF7199.ITRF positions are available for this station.
 DF7199.The coordinates were established by GPS observations
 DF7199.and adjusted by the National Geodetic Survey in July 2003..
 DF7199.The coordinates are valid at the epoch date displayed above.
 DF7199.The epoch date for horizontal control is a decimal equivalence
 DF7199.of Year/Month/Day.
 DF7199
 DF7199
 DF7199.The PID for the CORS ARP is DF7198.
 DF7199
 DF7199.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7199
 DF7199.The ellipsoidal height was determined by GPS observations
 DF7199.and is referenced to NAD 83.
 DF7199
 DF7199.The geoid height was determined by GEOID03.
 DF7199
 DF7199;                    North         East     Units Scale Factor Converg.
 DF7199;SPC KS N     -    79,739.048   500,592.566   MT  0.99996321   +0 44 06.9
 DF7199
 DF7199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7199!SPC KS N     -   0.99995136  x   0.99996321  =   0.99991457
 DF7199
 DF7199                          SUPERSEDED SURVEY CONTROL
 DF7199
 DF7199.No superseded survey control is available for this station.
 DF7199
 DF7199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8710424086(NAD 83)
 DF7199_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF7199
 DF7199                          STATION DESCRIPTION
 DF7199
 DF7199'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF7199'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF7199'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF7199'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF7199'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF7199'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0536 ***********************************************************************
 KH0536  DESIGNATION -  K 100
 KH0536  PID         -  KH0536
 KH0536  STATE/COUNTY-  KS/CHEYENNE
 KH0536  USGS QUAD   -  BIRD CITY SOUTH SW (1981)
 KH0536
 KH0536                         *CURRENT SURVEY CONTROL
 KH0536  ___________________________________________________________________
 KH0536* NAD 83(1986)-  39 36 43.     (N)    101 42 47.     (W)     SCALED    
 KH0536* NAVD 88     -      1088.036  (meters)    3569.66   (feet)  ADJUSTED  
 KH0536  ___________________________________________________________________
 KH0536  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 KH0536  DYNAMIC HT  -        1087.163 (meters)    3566.80  (feet)  COMP
 KH0536  MODELED GRAV-     979,787.1   (mgal)                       NAVD 88
 KH0536
 KH0536  VERT ORDER  -  SECOND    CLASS 0
 KH0536
 KH0536.The horizontal coordinates were scaled from a topographic map and have
 KH0536.an estimated accuracy of +/- 6 seconds.
 KH0536
 KH0536.The orthometric height was determined by differential leveling
 KH0536.and adjusted by the National Geodetic Survey in June 1991..
 KH0536
 KH0536.The geoid height was determined by GEOID03.
 KH0536
 KH0536.The dynamic height is computed by dividing the NAVD 88
 KH0536.geopotential number by the normal gravity value computed on the
 KH0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0536.degrees latitude (g = 980.6199 gals.).
 KH0536
 KH0536.The modeled gravity was interpolated from observed gravity values.
 KH0536
 KH0536;                    North         East    Units  Estimated Accuracy
 KH0536;SPC KS N     -   148,480.       81,240.      MT  (+/- 180 meters Scaled)
 KH0536
 KH0536                          SUPERSEDED SURVEY CONTROL
 KH0536
 KH0536  NGVD 29 (??/??/92) 1087.591  (m)         3568.20   (f) ADJ UNCH    2 0
 KH0536
 KH0536.Superseded values are not recommended for survey control.
 KH0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0536.See file dsdata.txt to determine how the superseded data were derived.
 KH0536
 KH0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ670882(NAD 83)
 KH0536_MARKER: DB = BENCH MARK DISK
 KH0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0536_STAMPING: K 100 1935
 KH0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0536+STABILITY: SURFACE MOTION
 KH0536
 KH0536  HISTORY     - Date     Condition        Report By
 KH0536  HISTORY     - 1935     MONUMENTED       CGS
 KH0536  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0536
 KH0536                          STATION DESCRIPTION
 KH0536
 KH0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0536'10.5 MI S FROM WHEELER.
 KH0536'10.5 MI. S. OF DEPOT ALONG STATE HWY. 27 ABOUT 0.1 MI. W. OF A
 KH0536'FARM HOUSE, 35 FT. S. OF THE CENTER LINE OF AN E-W CROSS ROAD,
 KH0536'60 FT. E. OF THE CENTER LINE OF THE HWY., AND 13 FT. E. OF A
 KH0536'FENCE CORNER.
 KH0536
 KH0536                          STATION RECOVERY (1975)
 KH0536
 KH0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0370 ***********************************************************************
 JH0370  DESIGNATION -  K 101
 JH0370  PID         -  JH0370
 JH0370  STATE/COUNTY-  KS/WALLACE
 JH0370  USGS QUAD   -  SHARON SPRINGS EAST (1979)
 JH0370
 JH0370                         *CURRENT SURVEY CONTROL
 JH0370  ___________________________________________________________________
 JH0370* NAD 83(1986)-  38 58 27.     (N)    101 44 22.     (W)     SCALED    
 JH0370* NAVD 88     -      1078.084  (meters)    3537.01   (feet)  ADJUSTED  
 JH0370  ___________________________________________________________________
 JH0370  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 JH0370  DYNAMIC HT  -        1077.157 (meters)    3533.97  (feet)  COMP
 JH0370  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 JH0370
 JH0370  VERT ORDER  -  SECOND    CLASS 0
 JH0370
 JH0370.The horizontal coordinates were scaled from a topographic map and have
 JH0370.an estimated accuracy of +/- 6 seconds.
 JH0370
 JH0370.The orthometric height was determined by differential leveling
 JH0370.and adjusted by the National Geodetic Survey in June 1991..
 JH0370
 JH0370.The geoid height was determined by GEOID03.
 JH0370
 JH0370.The dynamic height is computed by dividing the NAVD 88
 JH0370.geopotential number by the normal gravity value computed on the
 JH0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0370.degrees latitude (g = 980.6199 gals.).
 JH0370
 JH0370.The modeled gravity was interpolated from observed gravity values.
 JH0370
 JH0370;                    North         East    Units  Estimated Accuracy
 JH0370;SPC KS N     -    77,830.       76,050.      MT  (+/- 180 meters Scaled)
 JH0370
 JH0370                          SUPERSEDED SURVEY CONTROL
 JH0370
 JH0370  NGVD 29 (??/??/92) 1077.646  (m)         3535.58   (f) ADJ UNCH    2 0
 JH0370
 JH0370.Superseded values are not recommended for survey control.
 JH0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0370.See file dsdata.txt to determine how the superseded data were derived.
 JH0370
 JH0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ626174(NAD 83)
 JH0370_MARKER: DB = BENCH MARK DISK
 JH0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0370_STAMPING: K 101 1935
 JH0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0370+STABILITY: SURFACE MOTION
 JH0370
 JH0370  HISTORY     - Date     Condition        Report By
 JH0370  HISTORY     - 1935     MONUMENTED       CGS
 JH0370  HISTORY     - 1940     GOOD             NGS
 JH0370
 JH0370                          STATION DESCRIPTION
 JH0370
 JH0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0370'5.6 MI N FROM SHARON SPRINGS.
 JH0370'TO REACH FROM THE WALLACE COUNTY COURT HOUSE IN SHARON SPRINGS,
 JH0370'PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 27, GO 5.6 MILES.
 JH0370'BENCH MARK IS AT A T-INTERSECTION OF STATE HIGHWAY NO. 27 AND
 JH0370'AN EAST-WEST TRUCK TRAIL ACROSS A FIELD, 61 FEET NORTHEAST OF
 JH0370'CENTER OF INTERSECTION, 51 FEET EAST OF CENTER LINE OF THE
 JH0370'HIGHWAY, 27 FEET NORTH OF CENTER LINE OF THE TRUCK TRAIL, 2.3
 JH0370'FEE SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 JH0370'2.0 FEET.  STD. DISK B M IN CAST-IN-PLACE CONCRETE POST PROJECTING
 JH0370'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0343 ***********************************************************************
 KF0343  DESIGNATION -  K 106
 KF0343  PID         -  KF0343
 KF0343  STATE/COUNTY-  KS/MARSHALL
 KF0343  USGS QUAD   -  OKETO (1966)
 KF0343
 KF0343                         *CURRENT SURVEY CONTROL
 KF0343  ___________________________________________________________________
 KF0343* NAD 83(1986)-  39 57 52.     (N)    096 36 11.     (W)     SCALED    
 KF0343* NAVD 88     -       359.294  (meters)    1178.78   (feet)  ADJUSTED  
 KF0343  ___________________________________________________________________
 KF0343  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 KF0343  DYNAMIC HT  -         359.097 (meters)    1178.14  (feet)  COMP
 KF0343  MODELED GRAV-     980,066.3   (mgal)                       NAVD 88
 KF0343
 KF0343  VERT ORDER  -  SECOND    CLASS 0
 KF0343
 KF0343.The horizontal coordinates were scaled from a topographic map and have
 KF0343.an estimated accuracy of +/- 6 seconds.
 KF0343
 KF0343.The orthometric height was determined by differential leveling
 KF0343.and adjusted by the National Geodetic Survey in June 1991..
 KF0343
 KF0343.The geoid height was determined by GEOID03.
 KF0343
 KF0343.The dynamic height is computed by dividing the NAVD 88
 KF0343.geopotential number by the normal gravity value computed on the
 KF0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0343.degrees latitude (g = 980.6199 gals.).
 KF0343
 KF0343.The modeled gravity was interpolated from observed gravity values.
 KF0343
 KF0343;                    North         East    Units  Estimated Accuracy
 KF0343;SPC KS N     -   182,000.      519,350.      MT  (+/- 180 meters Scaled)
 KF0343
 KF0343                          SUPERSEDED SURVEY CONTROL
 KF0343
 KF0343  NGVD 29 (??/??/92)  359.188  (m)         1178.44   (f) ADJ UNCH    2 0
 KF0343
 KF0343.Superseded values are not recommended for survey control.
 KF0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0343.See file dsdata.txt to determine how the superseded data were derived.
 KF0343
 KF0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK047265(NAD 83)
 KF0343_MARKER: DB = BENCH MARK DISK
 KF0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0343_SP_SET: ABUTMENT
 KF0343_STAMPING: K 106 1934
 KF0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0343
 KF0343  HISTORY     - Date     Condition        Report By
 KF0343  HISTORY     - 1934     MONUMENTED       CGS
 KF0343  HISTORY     - 1965     GOOD             NGS
 KF0343
 KF0343                          STATION DESCRIPTION
 KF0343
 KF0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0343'AT OKETO.
 KF0343'AT OKETO, MARSHALL COUNTY, ON THE UNION PACIFIC RAILROAD, 100
 KF0343'FEET NORTH OF THE STATION, AT STONE BRIDGE 124.29, IN THE TOP
 KF0343'OF THE WEST END OF THE SOUTH ABUTMENT AND 8 FEET WEST OF THE
 KF0343'WEST RAIL.  A STANDARD DISK, STAMPED K 106 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0555 ***********************************************************************
 KE0555  DESIGNATION -  K 107
 KE0555  PID         -  KE0555
 KE0555  STATE/COUNTY-  KS/BROWN
 KE0555  USGS QUAD   -  EVEREST (1979)
 KE0555
 KE0555                         *CURRENT SURVEY CONTROL
 KE0555  ___________________________________________________________________
 KE0555* NAD 83(1986)-  39 39 56.     (N)    095 24 54.     (W)     SCALED    
 KE0555* NAVD 88     -       357.076  (meters)    1171.51   (feet)  ADJUSTED  
 KE0555  ___________________________________________________________________
 KE0555  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 KE0555  DYNAMIC HT  -         356.859 (meters)    1170.79  (feet)  COMP
 KE0555  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 KE0555
 KE0555  VERT ORDER  -  SECOND    CLASS 0
 KE0555
 KE0555.The horizontal coordinates were scaled from a topographic map and have
 KE0555.an estimated accuracy of +/- 6 seconds.
 KE0555
 KE0555.The orthometric height was determined by differential leveling
 KE0555.and adjusted by the National Geodetic Survey in June 1991..
 KE0555
 KE0555.The geoid height was determined by GEOID03.
 KE0555
 KE0555.The dynamic height is computed by dividing the NAVD 88
 KE0555.geopotential number by the normal gravity value computed on the
 KE0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0555.degrees latitude (g = 980.6199 gals.).
 KE0555
 KE0555.The modeled gravity was interpolated from observed gravity values.
 KE0555
 KE0555;                    North         East    Units  Estimated Accuracy
 KE0555;SPC KS N     -   151,060.      621,780.      MT  (+/- 180 meters Scaled)
 KE0555
 KE0555                          SUPERSEDED SURVEY CONTROL
 KE0555
 KE0555  NGVD 29 (??/??/92)  356.969  (m)         1171.16   (f) ADJ UNCH    2 0
 KE0555
 KE0555.Superseded values are not recommended for survey control.
 KE0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0555.See file dsdata.txt to determine how the superseded data were derived.
 KE0555
 KE0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD928934(NAD 83)
 KE0555_MARKER: DB = BENCH MARK DISK
 KE0555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0555_SP_SET: BRIDGE
 KE0555_STAMPING: K 107 1934
 KE0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0555
 KE0555  HISTORY     - Date     Condition        Report By
 KE0555  HISTORY     - 1934     MONUMENTED       CGS
 KE0555  HISTORY     - 1950     GOOD             NGS
 KE0555  HISTORY     - 20040303 POOR             KSSS
 KE0555  HISTORY     - 20041029 MARK NOT FOUND   GEOCAC
 KE0555
 KE0555                          STATION DESCRIPTION
 KE0555
 KE0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0555'5.4 MI W FROM PURCELL.
 KE0555'IN BROWN COUNTY, 5.4 MILES WEST ALONG THE CHICAGO, ROCK ISLAND
 KE0555'AND PACIFIC RAILROAD FROM THE STATION SIGN AT PURCELL, DONIPHAN
 KE0555'COUNTY, 100 YARDS SOUTH OF THE JUNCTION OF U.S. HIGHWAY 73 AND
 KE0555'STATE HIGHWAY 20, AT BRIDGE 34.7 WHICH IS AN UNDERPASS ON U.S.
 KE0555'HIGHWAY 73, AT THE NORTHEAST CORNER OF THE BRIDGE, AND IN THE
 KE0555'TOP OF THE STONE ABUTMENT.  A STANDARD DISK, STAMPED K 107 1934.
 KE0555
 KE0555                          STATION RECOVERY (2004)
 KE0555
 KE0555'RECOVERY NOTE BY KANSAS SOCIETY OF SURVEYORS 2004 (LPD)
 KE0555'RAILROAD BRIDGE AND TRACKS HAVE BEEN REMOVED.
 KE0555
 KE0555                          STATION RECOVERY (2004)
 KE0555
 KE0555'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0555'THE RAILROAD, UNDERPASS, ABUTMENTS AND FILL HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0965 ***********************************************************************
 KE0965  DESIGNATION -  K 108
 KE0965  PID         -  KE0965
 KE0965  STATE/COUNTY-  KS/JACKSON
 KE0965  USGS QUAD   -  NETAWAKA (1961)
 KE0965
 KE0965                         *CURRENT SURVEY CONTROL
 KE0965  ___________________________________________________________________
 KE0965* NAD 83(1986)-  39 32 58.     (N)    095 38 37.     (W)     SCALED    
 KE0965* NAVD 88     -       313.210  (meters)    1027.59   (feet)  ADJUSTED  
 KE0965  ___________________________________________________________________
 KE0965  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KE0965  DYNAMIC HT  -         313.015 (meters)    1026.95  (feet)  COMP
 KE0965  MODELED GRAV-     979,995.3   (mgal)                       NAVD 88
 KE0965
 KE0965  VERT ORDER  -  SECOND    CLASS 0
 KE0965
 KE0965.The horizontal coordinates were scaled from a topographic map and have
 KE0965.an estimated accuracy of +/- 6 seconds.
 KE0965
 KE0965.The orthometric height was determined by differential leveling
 KE0965.and adjusted by the National Geodetic Survey in June 1991..
 KE0965
 KE0965.The geoid height was determined by GEOID03.
 KE0965
 KE0965.The dynamic height is computed by dividing the NAVD 88
 KE0965.geopotential number by the normal gravity value computed on the
 KE0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0965.degrees latitude (g = 980.6199 gals.).
 KE0965
 KE0965.The modeled gravity was interpolated from observed gravity values.
 KE0965
 KE0965;                    North         East    Units  Estimated Accuracy
 KE0965;SPC KS N     -   137,640.      602,510.      MT  (+/- 180 meters Scaled)
 KE0965
 KE0965                          SUPERSEDED SURVEY CONTROL
 KE0965
 KE0965  NGVD 29 (??/??/92)  313.101  (m)         1027.23   (f) ADJ UNCH    2 0
 KE0965
 KE0965.Superseded values are not recommended for survey control.
 KE0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0965.See file dsdata.txt to determine how the superseded data were derived.
 KE0965
 KE0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD728810(NAD 83)
 KE0965_MARKER: DB = BENCH MARK DISK
 KE0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0965_STAMPING: K 108 1934
 KE0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0965+STABILITY: SURFACE MOTION
 KE0965
 KE0965  HISTORY     - Date     Condition        Report By
 KE0965  HISTORY     - 1934     MONUMENTED       CGS
 KE0965  HISTORY     - 1950     GOOD             NGS
 KE0965
 KE0965                          STATION DESCRIPTION
 KE0965
 KE0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0965'2.9 MI SW FROM WHITING.
 KE0965'2.9 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0965'RAILWAY FROM THE STATION AT WHITING, JACKSON COUNTY, 174 FEET
 KE0965'SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOLHOUSE, 38 FEET
 KE0965'NORTHWEST OF THE CENTER LINE OF THE TRACK, 40 FEET SOUTH OF THE
 KE0965'CENTER LINE OF A ROAD, 33 FEET NORTH OF A POLE, IN LINE WITH THE
 KE0965'ROW OF POLES, 32 FEET SOUTHWEST OF A RAILROAD WARNING SIGN, AND
 KE0965'6 INCHES UNDER GROUND.  A STANDARD DISK, STAMPED K 108 1934 AND
 KE0965'SET IN THE TOP OF A CONCRETE POST.
 KE0965
 KE0965                          STATION RECOVERY (1950)
 KE0965
 KE0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0984 ***********************************************************************
 KE0984  DESIGNATION -  K 109
 KE0984  PID         -  KE0984
 KE0984  STATE/COUNTY-  KS/NEMAHA
 KE0984  USGS QUAD   -  ONEIDA (1961)
 KE0984
 KE0984                         *CURRENT SURVEY CONTROL
 KE0984  ___________________________________________________________________
 KE0984* NAD 83(1986)-  39 51 47.     (N)    095 56 17.     (W)     SCALED    
 KE0984* NAVD 88     -       369.695  (meters)    1212.91   (feet)  ADJUSTED  
 KE0984  ___________________________________________________________________
 KE0984  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 KE0984  DYNAMIC HT  -         369.477 (meters)    1212.19  (feet)  COMP
 KE0984  MODELED GRAV-     980,026.2   (mgal)                       NAVD 88
 KE0984
 KE0984  VERT ORDER  -  SECOND    CLASS 0
 KE0984
 KE0984.The horizontal coordinates were scaled from a topographic map and have
 KE0984.an estimated accuracy of +/- 6 seconds.
 KE0984
 KE0984.The orthometric height was determined by differential leveling
 KE0984.and adjusted by the National Geodetic Survey in June 1991..
 KE0984
 KE0984.The geoid height was determined by GEOID03.
 KE0984
 KE0984.The dynamic height is computed by dividing the NAVD 88
 KE0984.geopotential number by the normal gravity value computed on the
 KE0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0984.degrees latitude (g = 980.6199 gals.).
 KE0984
 KE0984.The modeled gravity was interpolated from observed gravity values.
 KE0984
 KE0984;                    North         East    Units  Estimated Accuracy
 KE0984;SPC KS N     -   171,830.      576,420.      MT  (+/- 180 meters Scaled)
 KE0984
 KE0984                          SUPERSEDED SURVEY CONTROL
 KE0984
 KE0984  NGVD 29 (??/??/92)  369.580  (m)         1212.53   (f) ADJ UNCH    2 0
 KE0984
 KE0984.Superseded values are not recommended for survey control.
 KE0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0984.See file dsdata.txt to determine how the superseded data were derived.
 KE0984
 KE0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE486166(NAD 83)
 KE0984_MARKER: DB = BENCH MARK DISK
 KE0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0984_STAMPING: K 109 1934
 KE0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0984+STABILITY: SURFACE MOTION
 KE0984
 KE0984  HISTORY     - Date     Condition        Report By
 KE0984  HISTORY     - 1934     MONUMENTED       CGS
 KE0984  HISTORY     - 1950     GOOD             NGS
 KE0984
 KE0984                          STATION DESCRIPTION
 KE0984
 KE0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0984'AT ONEIDA.
 KE0984'AT ONEIDA, NEMAHA COUNTY, ON THE UNION PACIFIC RAILROAD, 5 RAILS
 KE0984'WEST OF THE SITE OF THE STATION (THE STATION HAS RECENTLY BURNED
 KE0984'DOWN), AT THE CROSSING OF A TRACK ROAD, 98 FEET SOUTH OF THE
 KE0984'SOUTH RAIL, 34 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 9
 KE0984'FEET EAST OF A CONCRETE POST AT A FENCE CORNER, 3 FEET NORTH
 KE0984'OF THE RAILROAD RIGHT-OF-WAY FENCE, AND ABOUT 30 INCHES LOWER
 KE0984'THAN THE SURROUNDING GROUND.  A STANDARD DISK, STAMPED K 109
 KE0984'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0380 ***********************************************************************
 KG0380  DESIGNATION -  K 11
 KG0380  PID         -  KG0380
 KG0380  STATE/COUNTY-  KS/NORTON
 KG0380  USGS QUAD   -  NORTON (1978)
 KG0380
 KG0380                         *CURRENT SURVEY CONTROL
 KG0380  ___________________________________________________________________
 KG0380* NAD 83(1986)-  39 46 03.     (N)    099 53 22.     (W)     SCALED    
 KG0380* NAVD 88     -       737.201  (meters)    2418.63   (feet)  ADJUSTED  
 KG0380  ___________________________________________________________________
 KG0380  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 KG0380  DYNAMIC HT  -         736.706 (meters)    2417.01  (feet)  COMP
 KG0380  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 KG0380
 KG0380  VERT ORDER  -  FIRST     CLASS II
 KG0380
 KG0380.The horizontal coordinates were scaled from a topographic map and have
 KG0380.an estimated accuracy of +/- 6 seconds.
 KG0380
 KG0380.The orthometric height was determined by differential leveling
 KG0380.and adjusted by the National Geodetic Survey in June 1991..
 KG0380
 KG0380.The geoid height was determined by GEOID03.
 KG0380
 KG0380.The dynamic height is computed by dividing the NAVD 88
 KG0380.geopotential number by the normal gravity value computed on the
 KG0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0380.degrees latitude (g = 980.6199 gals.).
 KG0380
 KG0380.The modeled gravity was interpolated from observed gravity values.
 KG0380
 KG0380;                    North         East    Units  Estimated Accuracy
 KG0380;SPC KS N     -   160,900.      238,120.      MT  (+/- 180 meters Scaled)
 KG0380
 KG0380                          SUPERSEDED SURVEY CONTROL
 KG0380
 KG0380  NGVD 29 (??/??/92)  736.937  (m)         2417.77   (f) ADJ UNCH    1 2
 KG0380
 KG0380.Superseded values are not recommended for survey control.
 KG0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0380.See file dsdata.txt to determine how the superseded data were derived.
 KG0380
 KG0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK238023(NAD 83)
 KG0380_MARKER: DB = BENCH MARK DISK
 KG0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0380_STAMPING: K-11-1933
 KG0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0380+STABILITY: SURFACE MOTION
 KG0380
 KG0380  HISTORY     - Date     Condition        Report By
 KG0380  HISTORY     - 1933     MONUMENTED       CGS
 KG0380  HISTORY     - 1941     GOOD             NGS
 KG0380
 KG0380                          STATION DESCRIPTION
 KG0380
 KG0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KG0380'4.3 MI S FROM NORTON.
 KG0380'4.3 MILES SOUTH ALONG STATE HY. NO. 21 OF THE COUNTY COURT
 KG0380'HOUSE IN NORTON 0.10 OF MILE SOUTH OF SECTION ROAD INTERSECTION,
 KG0380'31 FT. EAST OF CENTER OF HIGHWAY, AT CORNER OF WIRE FENCE FORMED
 KG0380'BY INTERSECTION OF EAST WEST FENCE WITH N.S. FENCE.  STANDARD
 KG0380'TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 KG0380
 KG0380                          STATION RECOVERY (1941)
 KG0380
 KG0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KG0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0381 ***********************************************************************
 KG0381  DESIGNATION -  K 11 RESET
 KG0381  PID         -  KG0381
 KG0381  STATE/COUNTY-  KS/NORTON
 KG0381  USGS QUAD   -  NORTON (1978)
 KG0381
 KG0381                         *CURRENT SURVEY CONTROL
 KG0381  ___________________________________________________________________
 KG0381* NAD 83(1986)-  39 46 03.     (N)    099 53 22.     (W)     SCALED    
 KG0381* NAVD 88     -       736.043  (meters)    2414.83   (feet)  ADJUSTED  
 KG0381  ___________________________________________________________________
 KG0381  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 KG0381  DYNAMIC HT  -         735.550 (meters)    2413.22  (feet)  COMP
 KG0381  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 KG0381
 KG0381  VERT ORDER  -  FIRST     CLASS II
 KG0381
 KG0381.The horizontal coordinates were scaled from a topographic map and have
 KG0381.an estimated accuracy of +/- 6 seconds.
 KG0381
 KG0381.The orthometric height was determined by differential leveling
 KG0381.and adjusted by the National Geodetic Survey in June 1991..
 KG0381
 KG0381.The geoid height was determined by GEOID03.
 KG0381
 KG0381.The dynamic height is computed by dividing the NAVD 88
 KG0381.geopotential number by the normal gravity value computed on the
 KG0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0381.degrees latitude (g = 980.6199 gals.).
 KG0381
 KG0381.The modeled gravity was interpolated from observed gravity values.
 KG0381
 KG0381;                    North         East    Units  Estimated Accuracy
 KG0381;SPC KS N     -   160,900.      238,120.      MT  (+/- 180 meters Scaled)
 KG0381
 KG0381                          SUPERSEDED SURVEY CONTROL
 KG0381
 KG0381  NGVD 29 (02/14/92)  735.777  (m)         2413.96   (f) ADJUSTED    1 2
 KG0381
 KG0381.Superseded values are not recommended for survey control.
 KG0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0381.See file dsdata.txt to determine how the superseded data were derived.
 KG0381
 KG0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK238023(NAD 83)
 KG0381_MARKER: DB = BENCH MARK DISK
 KG0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0381_SP_SET: CONCRETE POST
 KG0381_STAMPING: K 11 RESET 1935
 KG0381_MARK LOGO: CGS   
 KG0381_PROJECTION: PROJECTING 12 CENTIMETERS
 KG0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0381+STABILITY: SURFACE MOTION
 KG0381
 KG0381  HISTORY     - Date     Condition        Report By
 KG0381  HISTORY     - 1935     MONUMENTED       KSHC
 KG0381  HISTORY     - 1986     GOOD             NGS
 KG0381
 KG0381                          STATION DESCRIPTION
 KG0381
 KG0381'DESCRIBED BY KS HIGHWAY COMM 1935
 KG0381'4.2 MI S FROM NORTON.
 KG0381'4.2 MILES SOUTH ALONG OLD STATE HIGHWAY 21 (NOW U.S. HIGHWAY
 KG0381'283) FROM THE COUNTY COURTHOUSE AT NORTON, 0.1 MILE SOUTH OF
 KG0381'THE INTERSECTION OF A SECTION-LINE ROAD, 570 FEET SOUTH AND 70
 KG0381'FEET EAST OF THE NORTHWEST CORNER OF SECTION 26, T 3 S, R 23 W,
 KG0381'AND 23 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 KG0381'DISK, STAMPED K 11 RESET 1935 AND SET IN THE TOP OF A CONCRETE
 KG0381'POST.
 KG0381
 KG0381                          STATION RECOVERY (1986)
 KG0381
 KG0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0381'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 KG0381'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAY 36 AT
 KG0381'NORTON, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 201, 0.18 KM (0.1 MI) SOUTH
 KG0381'OF THE JUNCTION OF A DIRT ROAD, 20.7 METERS (68 FT) EAST OF THE
 KG0381'HIGHWAY CENTERLINE, 2.3 METERS (7.5 FT) EAST OF A FENCE CORNER AND 0.9
 KG0381'METER ( 3 FT) SOUTH OF A HOG WIRE FENCE.
 KG0381'THE MARK IS 0.1 METERS  W FROM  A WITNESS POST
 KG0381'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0293 ***********************************************************************
 KF0293  DESIGNATION -  K 110
 KF0293  PID         -  KF0293
 KF0293  STATE/COUNTY-  KS/WASHINGTON
 KF0293  USGS QUAD   -  HANOVER WEST (1983)
 KF0293
 KF0293                         *CURRENT SURVEY CONTROL
 KF0293  ___________________________________________________________________
 KF0293* NAD 83(1986)-  39 56 04.     (N)    096 56 36.     (W)     SCALED    
 KF0293* NAVD 88     -       372.275  (meters)    1221.37   (feet)  ADJUSTED  
 KF0293  ___________________________________________________________________
 KF0293  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 KF0293  DYNAMIC HT  -         372.069 (meters)    1220.70  (feet)  COMP
 KF0293  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 KF0293
 KF0293  VERT ORDER  -  SECOND    CLASS 0
 KF0293
 KF0293.The horizontal coordinates were scaled from a topographic map and have
 KF0293.an estimated accuracy of +/- 6 seconds.
 KF0293
 KF0293.The orthometric height was determined by differential leveling
 KF0293.and adjusted by the National Geodetic Survey in June 1991..
 KF0293
 KF0293.The geoid height was determined by GEOID03.
 KF0293
 KF0293.The dynamic height is computed by dividing the NAVD 88
 KF0293.geopotential number by the normal gravity value computed on the
 KF0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0293.degrees latitude (g = 980.6199 gals.).
 KF0293
 KF0293.The modeled gravity was interpolated from observed gravity values.
 KF0293
 KF0293;                    North         East    Units  Estimated Accuracy
 KF0293;SPC KS N     -   178,280.      490,320.      MT  (+/- 180 meters Scaled)
 KF0293
 KF0293                          SUPERSEDED SURVEY CONTROL
 KF0293
 KF0293  NGVD 29 (??/??/92)  372.148  (m)         1220.96   (f) ADJ UNCH    2 0
 KF0293
 KF0293.Superseded values are not recommended for survey control.
 KF0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0293.See file dsdata.txt to determine how the superseded data were derived.
 KF0293
 KF0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK757225(NAD 83)
 KF0293_MARKER: DB = BENCH MARK DISK
 KF0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0293_SP_SET: ABUTMENT
 KF0293_STAMPING: K 110 1934
 KF0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0293
 KF0293  HISTORY     - Date     Condition        Report By
 KF0293  HISTORY     - 1934     MONUMENTED       CGS
 KF0293  HISTORY     - 1965     GOOD             NGS
 KF0293  HISTORY     - 1981     GOOD             LOCENG
 KF0293
 KF0293                          STATION DESCRIPTION
 KF0293
 KF0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0293'4.4 MI SE FROM HOLLENBURG.
 KF0293'4.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0293'STATION AT HOLLENBURG, 0.3 MILE WEST OF THE SIDING AT SPENCE,
 KF0293'AT CONCRETE BRIDGE 132+78, IN THE TOP OF THE EAST ABUTMENT, 6
 KF0293'FEET NORTH OF THE NORTH RAIL AND 1 FOOT SOUTH OF THE END OF
 KF0293'THE ABUTMENT.  A STANDARD DISK STAMPED, K 110 1934.
 KF0293
 KF0293                          STATION RECOVERY (1981)
 KF0293
 KF0293'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0387 ***********************************************************************
 KF0387  DESIGNATION -  K 112
 KF0387  PID         -  KF0387
 KF0387  STATE/COUNTY-  KS/WASHINGTON
 KF0387  USGS QUAD   -  WASHINGTON (1966)
 KF0387
 KF0387                         *CURRENT SURVEY CONTROL
 KF0387  ___________________________________________________________________
 KF0387* NAD 83(1997)-  39 45 18.12205(N)    097 00 01.85109(W)     ADJUSTED  
 KF0387* NAVD 88     -       433.940  (meters)    1423.68   (feet)  ADJUSTED  
 KF0387  ___________________________________________________________________
 KF0387  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 KF0387  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 KF0387  DYNAMIC HT  -         433.700 (meters)    1422.90  (feet)  COMP
 KF0387  MODELED GRAV-     980,058.6   (mgal)                       NAVD 88
 KF0387
 KF0387  HORZ ORDER  -  SECOND
 KF0387  VERT ORDER  -  SECOND    CLASS 0
 KF0387
 KF0387.The horizontal coordinates were established by classical geodetic methods
 KF0387.and adjusted by the National Geodetic Survey in October 1998..
 KF0387
 KF0387.The orthometric height was determined by differential leveling
 KF0387.and adjusted by the National Geodetic Survey in June 1991..
 KF0387
 KF0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0387
 KF0387.The geoid height was determined by GEOID03.
 KF0387
 KF0387.The dynamic height is computed by dividing the NAVD 88
 KF0387.geopotential number by the normal gravity value computed on the
 KF0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0387.degrees latitude (g = 980.6199 gals.).
 KF0387
 KF0387.The modeled gravity was interpolated from observed gravity values.
 KF0387
 KF0387;                    North         East     Units Scale Factor Converg.
 KF0387;SPC KS N     -   158,302.907   485,652.032   MT  0.99999553   +0 37 56.6
 KF0387;UTM  14      - 4,402,480.744   671,290.239   MT  0.99996123   +1 16 44.4
 KF0387
 KF0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0387!SPC KS N     -   0.99993615  x   0.99999553  =   0.99993168
 KF0387!UTM  14      -   0.99993615  x   0.99996123  =   0.99989738
 KF0387
 KF0387                          SUPERSEDED SURVEY CONTROL
 KF0387
 KF0387  NAD 83(1997)-  39 45 18.12461(N)    097 00 01.85061(W) AD(       ) 2
 KF0387  NAD 83(1986)-  39 45 18.12784(N)    097 00 01.84893(W) AD(       ) 2
 KF0387  NAD 27      -  39 45 18.11458(N)    097 00 00.76249(W) AD(       ) 2
 KF0387  NGVD 29 (??/??/92)  433.826  (m)         1423.31   (f) ADJ UNCH    2 0
 KF0387
 KF0387.Superseded values are not recommended for survey control.
 KF0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0387.See file dsdata.txt to determine how the superseded data were derived.
 KF0387
 KF0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK7129002481(NAD 83)
 KF0387_MARKER: DD = SURVEY DISK
 KF0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0387_STAMPING: K 112 1934
 KF0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0387+STABILITY: SURFACE MOTION
 KF0387
 KF0387  HISTORY     - Date     Condition        Report By
 KF0387  HISTORY     - 1934     MONUMENTED       CGS
 KF0387  HISTORY     - 1965     GOOD             NGS
 KF0387
 KF0387                          STATION DESCRIPTION
 KF0387
 KF0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0387'2.3 MI NW FROM GREENLEAF.
 KF0387'2.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KF0387'THE STATION AT GREENLEAF, AT A TRACK ROAD CROSSING, 158 FEET
 KF0387'SOUTHEAST OF MILEPOST 445-30, 84 FEET SOUTHEAST OF THE CROSSING,
 KF0387'42 FEET NORTHEAST OF THE EAST RAIL, 34 FEET SOUTH OF THE CENTER
 KF0387'OF THE TRACK ROAD AND 1 FOOT NORTH OF A METAL WITNESS POST AND
 KF0387'SIGN.  A STATE SURVEY DISK, STAMPED, K 112 1934 IN THE TOP OF
 KF0387'A CONCRETE POST AND PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0629 ***********************************************************************
 KF0629  DESIGNATION -  K 113
 KF0629  PID         -  KF0629
 KF0629  STATE/COUNTY-  KS/RILEY
 KF0629  USGS QUAD   -  MANHATTAN (1991)
 KF0629
 KF0629                         *CURRENT SURVEY CONTROL
 KF0629  ___________________________________________________________________
 KF0629* NAD 83(1986)-  39 10 42.     (N)    096 33 22.     (W)     SCALED    
 KF0629* NAVD 88     -       306.476  (meters)    1005.50   (feet)  ADJUSTED  
 KF0629  ___________________________________________________________________
 KF0629  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 KF0629  DYNAMIC HT  -         306.273 (meters)    1004.83  (feet)  COMP
 KF0629  MODELED GRAV-     979,956.5   (mgal)                       NAVD 88
 KF0629
 KF0629  VERT ORDER  -  FIRST     CLASS II
 KF0629
 KF0629.The horizontal coordinates were scaled from a topographic map and have
 KF0629.an estimated accuracy of +/- 6 seconds.
 KF0629
 KF0629.The orthometric height was determined by differential leveling
 KF0629.and adjusted by the National Geodetic Survey in June 1991..
 KF0629
 KF0629.The geoid height was determined by GEOID03.
 KF0629
 KF0629.The dynamic height is computed by dividing the NAVD 88
 KF0629.geopotential number by the normal gravity value computed on the
 KF0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0629.degrees latitude (g = 980.6199 gals.).
 KF0629
 KF0629.The modeled gravity was interpolated from observed gravity values.
 KF0629
 KF0629;                    North         East    Units  Estimated Accuracy
 KF0629;SPC KS N     -    94,800.      524,750.      MT  (+/- 180 meters Scaled)
 KF0629
 KF0629                          SUPERSEDED SURVEY CONTROL
 KF0629
 KF0629  NGVD 29 (??/??/92)  306.355  (m)         1005.10   (f) ADJ UNCH    1 2
 KF0629
 KF0629.Superseded values are not recommended for survey control.
 KF0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0629.See file dsdata.txt to determine how the superseded data were derived.
 KF0629
 KF0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ111394(NAD 83)
 KF0629_MARKER: DB = BENCH MARK DISK
 KF0629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0629_SP_SET: BRIDGE
 KF0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0629
 KF0629  HISTORY     - Date     Condition        Report By
 KF0629  HISTORY     - UNK      MONUMENTED       CGS
 KF0629  HISTORY     - 1935     GOOD             NGS
 KF0629  HISTORY     - 1945     MARK NOT FOUND   LOCENG
 KF0629
 KF0629                          STATION DESCRIPTION
 KF0629
 KF0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KF0629'IN MANHATTAN.
 KF0629'IN TOWN.  IN THE NORTHWEST CONC. ABUTMENT OF THE UNION PACIFIC
 KF0629'BRIDGE 118.97, OVER THE KANSAS RIVER.  1 FT. SOUTH OF NORTH END
 KF0629'OF ABUTMENT, AND 6 FT. LOWER THAN TRACK.
 KF0629
 KF0629                          STATION RECOVERY (1945)
 KF0629
 KF0629'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 KF0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0010 ***********************************************************************
 KF0010  DESIGNATION -  K 114
 KF0010  PID         -  KF0010
 KF0010  STATE/COUNTY-  KS/MARSHALL
 KF0010  USGS QUAD   -  FRANKFORT (1969)
 KF0010
 KF0010                         *CURRENT SURVEY CONTROL
 KF0010  ___________________________________________________________________
 KF0010* NAD 83(1986)-  39 41 21.     (N)    096 23 14.     (W)     SCALED    
 KF0010* NAVD 88     -       353.380  (meters)    1159.38   (feet)  ADJUSTED  
 KF0010  ___________________________________________________________________
 KF0010  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 KF0010  DYNAMIC HT  -         353.164 (meters)    1158.67  (feet)  COMP
 KF0010  MODELED GRAV-     980,005.5   (mgal)                       NAVD 88
 KF0010
 KF0010  VERT ORDER  -  SECOND    CLASS 0
 KF0010
 KF0010.The horizontal coordinates were scaled from a topographic map and have
 KF0010.an estimated accuracy of +/- 6 seconds.
 KF0010
 KF0010.The orthometric height was determined by differential leveling
 KF0010.and adjusted by the National Geodetic Survey in June 1991..
 KF0010
 KF0010.The geoid height was determined by GEOID03.
 KF0010
 KF0010.The dynamic height is computed by dividing the NAVD 88
 KF0010.geopotential number by the normal gravity value computed on the
 KF0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0010.degrees latitude (g = 980.6199 gals.).
 KF0010
 KF0010.The modeled gravity was interpolated from observed gravity values.
 KF0010
 KF0010;                    North         East    Units  Estimated Accuracy
 KF0010;SPC KS N     -   151,750.      538,330.      MT  (+/- 180 meters Scaled)
 KF0010
 KF0010                          SUPERSEDED SURVEY CONTROL
 KF0010
 KF0010  NGVD 29 (??/??/92)  353.251  (m)         1158.96   (f) ADJ UNCH    2 0
 KF0010
 KF0010.Superseded values are not recommended for survey control.
 KF0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0010.See file dsdata.txt to determine how the superseded data were derived.
 KF0010
 KF0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ240965(NAD 83)
 KF0010_MARKER: DB = BENCH MARK DISK
 KF0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0010_SP_SET: BRIDGE
 KF0010_STAMPING: K 114 1934
 KF0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0010
 KF0010  HISTORY     - Date     Condition        Report By
 KF0010  HISTORY     - 1934     MONUMENTED       CGS
 KF0010  HISTORY     - 1965     GOOD             NGS
 KF0010  HISTORY     - 1981     GOOD             LOCENG
 KF0010
 KF0010                          STATION DESCRIPTION
 KF0010
 KF0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0010'2.3 MI SE FROM FRANKFORT.
 KF0010'2.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0010'STATION AT FRANKFORT, NEAR RAILROAD BRIDGE 56.57, 50 FEET EAST
 KF0010'OF THE CENTER LINE OF THE TRACK, IN THE HIGHWAY BRIDGE AND IN
 KF0010'THE TOP OF THE NORTHWEST CORNER.  A STANDARD DISK, STAMPED K
 KF0010'114 1934.
 KF0010
 KF0010                          STATION RECOVERY (1981)
 KF0010
 KF0010'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0099 ***********************************************************************
 KF0099  DESIGNATION -  K 115
 KF0099  PID         -  KF0099
 KF0099  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0099  USGS QUAD   -  ST GEORGE (1978)
 KF0099
 KF0099                         *CURRENT SURVEY CONTROL
 KF0099  ___________________________________________________________________
 KF0099* NAD 83(1986)-  39 10 50.     (N)    096 23 21.     (W)     SCALED    
 KF0099* NAVD 88     -       302.502  (meters)     992.46   (feet)  ADJUSTED  
 KF0099  ___________________________________________________________________
 KF0099  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 KF0099  DYNAMIC HT  -         302.306 (meters)     991.82  (feet)  COMP
 KF0099  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 KF0099
 KF0099  VERT ORDER  -  FIRST     CLASS II
 KF0099
 KF0099.The horizontal coordinates were scaled from a topographic map and have
 KF0099.an estimated accuracy of +/- 6 seconds.
 KF0099
 KF0099.The orthometric height was determined by differential leveling
 KF0099.and adjusted by the National Geodetic Survey in June 1991..
 KF0099
 KF0099.The geoid height was determined by GEOID03.
 KF0099
 KF0099.The dynamic height is computed by dividing the NAVD 88
 KF0099.geopotential number by the normal gravity value computed on the
 KF0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0099.degrees latitude (g = 980.6199 gals.).
 KF0099
 KF0099.The modeled gravity was interpolated from observed gravity values.
 KF0099
 KF0099;                    North         East    Units  Estimated Accuracy
 KF0099;SPC KS N     -    95,290.      539,170.      MT  (+/- 180 meters Scaled)
 KF0099
 KF0099                          SUPERSEDED SURVEY CONTROL
 KF0099
 KF0099  NGVD 29 (??/??/92)  302.387  (m)          992.08   (f) ADJ UNCH    1 2
 KF0099
 KF0099.Superseded values are not recommended for survey control.
 KF0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0099.See file dsdata.txt to determine how the superseded data were derived.
 KF0099
 KF0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ255400(NAD 83)
 KF0099_MARKER: DD = SURVEY DISK
 KF0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0099_STAMPING: K 115 1934
 KF0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0099+STABILITY: SURFACE MOTION
 KF0099
 KF0099  HISTORY     - Date     Condition        Report By
 KF0099  HISTORY     - 1934     MONUMENTED       KSGS
 KF0099  HISTORY     - 1965     GOOD             NGS
 KF0099  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0099
 KF0099                          STATION DESCRIPTION
 KF0099
 KF0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0099'2 MI E FROM ST GEORGE.
 KF0099'2.0 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0099'AT ST. GEORGE, AT A PRIVATE ROAD CROSSING, 0.4 MILE EAST OF
 KF0099'MILEPOST 110, 100 YARDS WEST OF BRIDGE 109.50, 30 FEET NORTHWEST
 KF0099'OF CENTER OF THE CROSSING, 19 FEET NORTH OF NORTH RAIL, 13 FEET
 KF0099'WEST OF THE WEST GATE POST, 7 FEET EAST OF A CORNER POST, 7
 KF0099'FEET NORTHEAST OF A TELEPHONE POLE, 3 FEET SOUTH OF THE FENCE
 KF0099'LINE.  A STANDARD STATE SURVEY DISK, STAMPED, K 115 1934, SET
 KF0099'IN THE TOP OF A CONCRETE POST, BEING 10 INCHES BELOW THE SURFACE
 KF0099'OF THE GROUND, AND 5 FEET LOWER THAN THE TRACK.
 KF0099
 KF0099                          STATION RECOVERY (1986)
 KF0099
 KF0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0388 ***********************************************************************
 KF0388  DESIGNATION -  K 116
 KF0388  PID         -  KF0388
 KF0388  STATE/COUNTY-  KS/CLAY
 KF0388  USGS QUAD   -  CLAY CENTER NW (1964)
 KF0388
 KF0388                         *CURRENT SURVEY CONTROL
 KF0388  ___________________________________________________________________
 KF0388* NAD 83(1986)-  39 29 44.     (N)    097 13 21.     (W)     SCALED    
 KF0388* NAVD 88     -       375.507  (meters)    1231.98   (feet)  ADJUSTED  
 KF0388  ___________________________________________________________________
 KF0388  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 KF0388  DYNAMIC HT  -         375.292 (meters)    1231.27  (feet)  COMP
 KF0388  MODELED GRAV-     980,042.6   (mgal)                       NAVD 88
 KF0388
 KF0388  VERT ORDER  -  SECOND    CLASS 0
 KF0388
 KF0388.The horizontal coordinates were scaled from a topographic map and have
 KF0388.an estimated accuracy of +/- 6 seconds.
 KF0388
 KF0388.The orthometric height was determined by differential leveling
 KF0388.and adjusted by the National Geodetic Survey in June 1991..
 KF0388
 KF0388.The geoid height was determined by GEOID03.
 KF0388
 KF0388.The dynamic height is computed by dividing the NAVD 88
 KF0388.geopotential number by the normal gravity value computed on the
 KF0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0388.degrees latitude (g = 980.6199 gals.).
 KF0388
 KF0388.The modeled gravity was interpolated from observed gravity values.
 KF0388
 KF0388;                    North         East    Units  Estimated Accuracy
 KF0388;SPC KS N     -   129,310.      466,880.      MT  (+/- 180 meters Scaled)
 KF0388
 KF0388                          SUPERSEDED SURVEY CONTROL
 KF0388
 KF0388  NGVD 29 (??/??/92)  375.400  (m)         1231.62   (f) ADJ UNCH    2 0
 KF0388
 KF0388.Superseded values are not recommended for survey control.
 KF0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0388.See file dsdata.txt to determine how the superseded data were derived.
 KF0388
 KF0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ528732(NAD 83)
 KF0388_MARKER: DB = BENCH MARK DISK
 KF0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0388_STAMPING: K-116 1934
 KF0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0388+STABILITY: SURFACE MOTION
 KF0388
 KF0388  HISTORY     - Date     Condition        Report By
 KF0388  HISTORY     - 1934     MONUMENTED       CGS
 KF0388  HISTORY     - 1961     MARK NOT FOUND   USGS
 KF0388
 KF0388                          STATION DESCRIPTION
 KF0388
 KF0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0388'2.2 MI N FROM MORGANVILLE.
 KF0388'2.2 MILES NORTH OF U. P. STATION, MORGANVILLE ON UNION PACIFIC
 KF0388'RAILROAD 25 FEET WEST CENTER LINE OF TRACKS, AND 35 FEET NORTH
 KF0388'CENTER LINE OF A CROSS ROAD.  6 RAILS NORTH CULVERT 43.34, AND
 KF0388'20 FEET EAST CENTER LINE OF A NORTH-AND-SOUTH ROAD.  IN PROPERTY
 KF0388'LINE.
 KF0388
 KF0388                          STATION RECOVERY (1961)
 KF0388
 KF0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KF0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0403 ***********************************************************************
 KF0403  DESIGNATION -  K 117
 KF0403  PID         -  KF0403
 KF0403  STATE/COUNTY-  KS/CLAY
 KF0403  USGS QUAD   -  WAKEFIELD (1964)
 KF0403
 KF0403                         *CURRENT SURVEY CONTROL
 KF0403  ___________________________________________________________________
 KF0403* NAD 83(1986)-  39 12 47.     (N)    097 00 20.     (W)     SCALED    
 KF0403* NAVD 88     -       350.004  (meters)    1148.30   (feet)  ADJUSTED  
 KF0403  ___________________________________________________________________
 KF0403  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 KF0403  DYNAMIC HT  -         349.777 (meters)    1147.56  (feet)  COMP
 KF0403  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 KF0403
 KF0403  VERT ORDER  -  SECOND    CLASS 0
 KF0403
 KF0403.The horizontal coordinates were scaled from a topographic map and have
 KF0403.an estimated accuracy of +/- 6 seconds.
 KF0403
 KF0403.The orthometric height was determined by differential leveling
 KF0403.and adjusted by the National Geodetic Survey in June 1991..
 KF0403
 KF0403.The geoid height was determined by GEOID03.
 KF0403
 KF0403.The dynamic height is computed by dividing the NAVD 88
 KF0403.geopotential number by the normal gravity value computed on the
 KF0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0403.degrees latitude (g = 980.6199 gals.).
 KF0403
 KF0403.The modeled gravity was interpolated from observed gravity values.
 KF0403
 KF0403;                    North         East    Units  Estimated Accuracy
 KF0403;SPC KS N     -    98,130.      485,880.      MT  (+/- 180 meters Scaled)
 KF0403
 KF0403                          SUPERSEDED SURVEY CONTROL
 KF0403
 KF0403  NGVD 29 (??/??/92)  349.882  (m)         1147.90   (f) ADJ UNCH    2 0
 KF0403
 KF0403.Superseded values are not recommended for survey control.
 KF0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0403.See file dsdata.txt to determine how the superseded data were derived.
 KF0403
 KF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ721423(NAD 83)
 KF0403_MARKER: DB = BENCH MARK DISK
 KF0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0403_STAMPING: K-117 1934
 KF0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0403+STABILITY: SURFACE MOTION
 KF0403
 KF0403  HISTORY     - Date     Condition        Report By
 KF0403  HISTORY     - 1934     MONUMENTED       CGS
 KF0403  HISTORY     - 1947     GOOD             NGS
 KF0403
 KF0403                          STATION DESCRIPTION
 KF0403
 KF0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0403'AT WAKEFIELD.
 KF0403'ON UNION PACIFIC RAILROAD 48 FEET EAST OF CENTER LINE OF TRACKS,
 KF0403'AND IN EAST PROPERTY LINE.  75 FEET SOUTH OF STATION.
 KF0403
 KF0403                          STATION RECOVERY (1947)
 KF0403
 KF0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 KF0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0214 ***********************************************************************
 KF0214  DESIGNATION -  K 119
 KF0214  PID         -  KF0214
 KF0214  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0214  USGS QUAD   -  OLSBURG (1983)
 KF0214
 KF0214                         *CURRENT SURVEY CONTROL
 KF0214  ___________________________________________________________________
 KF0214* NAD 83(1986)-  39 26 14.     (N)    096 30 29.     (W)     SCALED    
 KF0214* NAVD 88     -       444.389  (meters)    1457.97   (feet)  ADJUSTED  
 KF0214  ___________________________________________________________________
 KF0214  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 KF0214  DYNAMIC HT  -         444.097 (meters)    1457.01  (feet)  COMP
 KF0214  MODELED GRAV-     979,958.7   (mgal)                       NAVD 88
 KF0214
 KF0214  VERT ORDER  -  SECOND    CLASS 0
 KF0214
 KF0214.The horizontal coordinates were scaled from a topographic map and have
 KF0214.an estimated accuracy of +/- 6 seconds.
 KF0214
 KF0214.The orthometric height was determined by differential leveling
 KF0214.and adjusted by the National Geodetic Survey in June 1991..
 KF0214
 KF0214.The geoid height was determined by GEOID03.
 KF0214
 KF0214.The dynamic height is computed by dividing the NAVD 88
 KF0214.geopotential number by the normal gravity value computed on the
 KF0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0214.degrees latitude (g = 980.6199 gals.).
 KF0214
 KF0214.The modeled gravity was interpolated from observed gravity values.
 KF0214
 KF0214;                    North         East    Units  Estimated Accuracy
 KF0214;SPC KS N     -   123,600.      528,430.      MT  (+/- 180 meters Scaled)
 KF0214
 KF0214                          SUPERSEDED SURVEY CONTROL
 KF0214
 KF0214  NGVD 29 (??/??/92)  444.259  (m)         1457.54   (f) ADJ UNCH    2 0
 KF0214
 KF0214.Superseded values are not recommended for survey control.
 KF0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0214.See file dsdata.txt to determine how the superseded data were derived.
 KF0214
 KF0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ144682(NAD 83)
 KF0214_MARKER: DB = BENCH MARK DISK
 KF0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0214_STAMPING: K 119 1934
 KF0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0214+STABILITY: SURFACE MOTION
 KF0214
 KF0214  HISTORY     - Date     Condition        Report By
 KF0214  HISTORY     - 1934     MONUMENTED       KSGS
 KF0214  HISTORY     - 1965     GOOD             NGS
 KF0214
 KF0214                          STATION DESCRIPTION
 KF0214
 KF0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0214'AT FOSTORIA.
 KF0214'AT FOSTORIA, POTTAWATOMIE COUNTY, AT SOUTH EDGE OF TOWN, ALONG
 KF0214'STATE HIGHWAY 16 (OLD), 58 YARDS SOUTHWEST OF A TWO STORY BRICK
 KF0214'SCHOOLHOUSE.  35 FEET WEST OF THE CENTER LINE OF THE ROAD, 34 FEET
 KF0214'NORTH OF A TELEPHONE POLE, 12 FEET SOUTH OF A CLUMP OF TREES
 KF0214'AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN.  A 6 INCH
 KF0214'SQUARE CONCRETE POST, STAMPED L 119 1934 AND PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0323 ***********************************************************************
 KG0323  DESIGNATION -  K 12
 KG0323  PID         -  KG0323
 KG0323  STATE/COUNTY-  KS/TREGO
 KG0323  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0323
 KG0323                         *CURRENT SURVEY CONTROL
 KG0323  ___________________________________________________________________
 KG0323* NAD 83(1986)-  39 04 24.     (N)    099 53 20.     (W)     SCALED    
 KG0323* NAVD 88     -       707.829  (meters)    2322.27   (feet)  POSTED    
 KG0323  ___________________________________________________________________
 KG0323  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 KG0323  DYNAMIC HT  -         707.300 (meters)    2320.53  (feet)  COMP
 KG0323  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 KG0323
 KG0323  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KG0323
 KG0323.The horizontal coordinates were scaled from a topographic map and have
 KG0323.an estimated accuracy of +/- 6 seconds.
 KG0323
 KG0323.The orthometric height was determined by differential leveling
 KG0323.and adjusted by the National Geodetic Survey in 1992..
 KG0323.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KG0323.rate of 1.1 thru 2.0 mm/km.
 KG0323
 KG0323.The geoid height was determined by GEOID03.
 KG0323
 KG0323.The dynamic height is computed by dividing the NAVD 88
 KG0323.geopotential number by the normal gravity value computed on the
 KG0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0323.degrees latitude (g = 980.6199 gals.).
 KG0323
 KG0323.The modeled gravity was interpolated from observed gravity values.
 KG0323
 KG0323;                    North         East    Units  Estimated Accuracy
 KG0323;SPC KS N     -    83,850.      236,560.      MT  (+/- 180 meters Scaled)
 KG0323
 KG0323                          SUPERSEDED SURVEY CONTROL
 KG0323
 KG0323  NGVD 29 (??/??/92)  707.537  (m)         2321.31   (f) ADJ UNCH    1 2
 KG0323
 KG0323.Superseded values are not recommended for survey control.
 KG0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0323.See file dsdata.txt to determine how the superseded data were derived.
 KG0323
 KG0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ231252(NAD 83)
 KG0323_MARKER: DB = BENCH MARK DISK
 KG0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0323_STAMPING: K 12 1933
 KG0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0323+STABILITY: SURFACE MOTION
 KG0323
 KG0323  HISTORY     - Date     Condition        Report By
 KG0323  HISTORY     - 1933     MONUMENTED       CGS
 KG0323
 KG0323                          STATION DESCRIPTION
 KG0323
 KG0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KG0323'3.8 MI N FROM WAKEENEY.
 KG0323'3.8 MILES NORTH ALONG OLD STATE HIGHWAY 21 (NOW U.S. HIGHWAY
 KG0323'283) FROM THE COUNTY COURTHOUSE AT WAKEENEY, AT THE INTERSECTION
 KG0323'OF A SECTION-LINE ROAD, 37 FEET EAST OF THE CENTERLINE OF THE
 KG0323'HIGHWAY, AND 24 FEET SOUTH OF THE CENTERLINE OF THE SECTION-LINE
 KG0323'ROAD.  A STANDARD DISK, STAMPED K 12 1933 AND SET IN THE TOP
 KG0323'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0324 ***********************************************************************
 KG0324  DESIGNATION -  K 12 RESET
 KG0324  PID         -  KG0324
 KG0324  STATE/COUNTY-  KS/TREGO
 KG0324  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0324
 KG0324                         *CURRENT SURVEY CONTROL
 KG0324  ___________________________________________________________________
 KG0324* NAD 83(1986)-  39 04 24.     (N)    099 53 20.     (W)     SCALED    
 KG0324* NAVD 88     -       707.428  (meters)    2320.95   (feet)  ADJUSTED  
 KG0324  ___________________________________________________________________
 KG0324  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 KG0324  DYNAMIC HT  -         706.898 (meters)    2319.21  (feet)  COMP
 KG0324  MODELED GRAV-     979,855.4   (mgal)                       NAVD 88
 KG0324
 KG0324  VERT ORDER  -  FIRST     CLASS II
 KG0324
 KG0324.The horizontal coordinates were scaled from a topographic map and have
 KG0324.an estimated accuracy of +/- 6 seconds.
 KG0324
 KG0324.The orthometric height was determined by differential leveling
 KG0324.and adjusted by the National Geodetic Survey in June 1991..
 KG0324
 KG0324.The geoid height was determined by GEOID03.
 KG0324
 KG0324.The dynamic height is computed by dividing the NAVD 88
 KG0324.geopotential number by the normal gravity value computed on the
 KG0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0324.degrees latitude (g = 980.6199 gals.).
 KG0324
 KG0324.The modeled gravity was interpolated from observed gravity values.
 KG0324
 KG0324;                    North         East    Units  Estimated Accuracy
 KG0324;SPC KS N     -    83,850.      236,560.      MT  (+/- 180 meters Scaled)
 KG0324
 KG0324                          SUPERSEDED SURVEY CONTROL
 KG0324
 KG0324  NGVD 29 (02/14/92)  707.125  (m)         2319.96   (f) ADJUSTED    1 2
 KG0324
 KG0324.Superseded values are not recommended for survey control.
 KG0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0324.See file dsdata.txt to determine how the superseded data were derived.
 KG0324
 KG0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ231252(NAD 83)
 KG0324_MARKER: DB = BENCH MARK DISK
 KG0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0324_SP_SET: CONCRETE POST
 KG0324_STAMPING: K 12 1933 RESET 1962
 KG0324_MARK LOGO: CGS   
 KG0324_PROJECTION: RECESSED 10 CENTIMETERS
 KG0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0324+STABILITY: SURFACE MOTION
 KG0324
 KG0324  HISTORY     - Date     Condition        Report By
 KG0324  HISTORY     - 1962     MONUMENTED       LOCENG
 KG0324  HISTORY     - 1962     GOOD             NGS
 KG0324  HISTORY     - 1966     GOOD             NGS
 KG0324  HISTORY     - 1986     GOOD             NGS
 KG0324
 KG0324                          STATION DESCRIPTION
 KG0324
 KG0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KG0324'3.8 MI N FROM WAKEENEY.
 KG0324'ABOUT 3.8 MILES NORTH ALONG OLD STATE HIGHWAY 21, FROM WAKEENEY
 KG0324'AND THE TREGO COUNTY COURTHOUSE, AT THE INTERSECTION OF A
 KG0324'SECTION LINE ROAD COMMON TO THE CORNERS OF SECTIONS 20, 21, 28,
 KG0324'AND 29, TOWNSHIP 11 SOUTH, RANGE 23 WEST, 34.5 FEET EAST OF THE
 KG0324'CENTERLINE OF THE NORTH-SOUTH ROAD, 41.5 FEET SOUTH OF THE
 KG0324'CENTERLINE OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A
 KG0324'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 KG0324
 KG0324                          STATION RECOVERY (1966)
 KG0324
 KG0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KG0324'RECOVERED IN GOOD CONDITION.
 KG0324
 KG0324                          STATION RECOVERY (1986)
 KG0324
 KG0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0324'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.23 KM (3.26
 KG0324'MI) NORTH ALONG US HIGHWAY 283 FROM THE HIGH SCHOOL AT WAKEENEY,
 KG0324'THENCE 1.56 KM (0.97 MI) WEST ALONG A DIRT ROAD, IN THE SOUTHEAST
 KG0324'CORNER OF THE JUNCTION OF A DIRT ROAD, 12.5 METERS (41.5 FT) SOUTH OF
 KG0324'THE CENTER OF THE ROAD, 10.5 METERS (34.5 FT) EAST OF THE CENTER OF A
 KG0324'ROAD AND 3.2 METERS (10.5 FT) SOUTH OF A POWER POLE.  NOTE-- THE 1962
 KG0324'DESCRIPTION BY THE COUNTY ENGINEERS DESCRIBES THIS MARK AS BEING
 KG0324'STAMPED K 12 1933, HOWEVER IT IS STAMPED AS SHOWN ABOVE.
 KG0324'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 KG0324'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0119 ***********************************************************************
 KF0119  DESIGNATION -  K 120
 KF0119  PID         -  KF0119
 KF0119  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0119  USGS QUAD   -  ONAGA NE (1964)
 KF0119
 KF0119                         *CURRENT SURVEY CONTROL
 KF0119  ___________________________________________________________________
 KF0119* NAD 83(1986)-  39 27 48.     (N)    096 02 40.     (W)     SCALED    
 KF0119* NAVD 88     -       425.339  (meters)    1395.47   (feet)  ADJUSTED  
 KF0119  ___________________________________________________________________
 KF0119  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 KF0119  DYNAMIC HT  -         425.067 (meters)    1394.57  (feet)  COMP
 KF0119  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 KF0119
 KF0119  VERT ORDER  -  SECOND    CLASS 0
 KF0119
 KF0119.The horizontal coordinates were scaled from a topographic map and have
 KF0119.an estimated accuracy of +/- 6 seconds.
 KF0119
 KF0119.The orthometric height was determined by differential leveling
 KF0119.and adjusted by the National Geodetic Survey in June 1991..
 KF0119
 KF0119.The geoid height was determined by GEOID03.
 KF0119
 KF0119.The dynamic height is computed by dividing the NAVD 88
 KF0119.geopotential number by the normal gravity value computed on the
 KF0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0119.degrees latitude (g = 980.6199 gals.).
 KF0119
 KF0119.The modeled gravity was interpolated from observed gravity values.
 KF0119
 KF0119;                    North         East    Units  Estimated Accuracy
 KF0119;SPC KS N     -   127,260.      568,270.      MT  (+/- 180 meters Scaled)
 KF0119
 KF0119                          SUPERSEDED SURVEY CONTROL
 KF0119
 KF0119  NGVD 29 (??/??/92)  425.221  (m)         1395.08   (f) ADJ UNCH    2 0
 KF0119
 KF0119.Superseded values are not recommended for survey control.
 KF0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0119.See file dsdata.txt to determine how the superseded data were derived.
 KF0119
 KF0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ542723(NAD 83)
 KF0119_MARKER: DB = BENCH MARK DISK
 KF0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0119_STAMPING: K 120 1934
 KF0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0119+STABILITY: SURFACE MOTION
 KF0119
 KF0119  HISTORY     - Date     Condition        Report By
 KF0119  HISTORY     - 1934     MONUMENTED       CGS
 KF0119
 KF0119                          STATION DESCRIPTION
 KF0119
 KF0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0119'8.5 MI E FROM ONAGA.
 KF0119'8.5 MILES EAST OF UNION PACIFIC BRIDGE 37.1 AT ONAGA ALONG
 KF0119'HIGHWAY 24 AT AN EAST-AND-NORTH TURN WITH T-ROAD TO SOUTH.
 KF0119'39 FEET SOUTH OF CENTERLINE OF HIGHWAY, AND 200 FEET EAST OF
 KF0119'CENTERLINE OF ROAD TO SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0993 ***********************************************************************
 KE0993  DESIGNATION -  K 121
 KE0993  PID         -  KE0993
 KE0993  STATE/COUNTY-  KS/JACKSON
 KE0993  USGS QUAD   -  WHITING (1961)
 KE0993
 KE0993                         *CURRENT SURVEY CONTROL
 KE0993  ___________________________________________________________________
 KE0993* NAD 83(1986)-  39 35 22.     (N)    095 36 47.     (W)     SCALED    
 KE0993* NAVD 88     -       339.481  (meters)    1113.78   (feet)  ADJUSTED  
 KE0993  ___________________________________________________________________
 KE0993  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KE0993  DYNAMIC HT  -         339.270 (meters)    1113.09  (feet)  COMP
 KE0993  MODELED GRAV-     979,996.7   (mgal)                       NAVD 88
 KE0993
 KE0993  VERT ORDER  -  SECOND    CLASS 0
 KE0993
 KE0993.The horizontal coordinates were scaled from a topographic map and have
 KE0993.an estimated accuracy of +/- 6 seconds.
 KE0993
 KE0993.The orthometric height was determined by differential leveling
 KE0993.and adjusted by the National Geodetic Survey in June 1991..
 KE0993
 KE0993.The geoid height was determined by GEOID03.
 KE0993
 KE0993.The dynamic height is computed by dividing the NAVD 88
 KE0993.geopotential number by the normal gravity value computed on the
 KE0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0993.degrees latitude (g = 980.6199 gals.).
 KE0993
 KE0993.The modeled gravity was interpolated from observed gravity values.
 KE0993
 KE0993;                    North         East    Units  Estimated Accuracy
 KE0993;SPC KS N     -   142,150.      605,020.      MT  (+/- 180 meters Scaled)
 KE0993
 KE0993                          SUPERSEDED SURVEY CONTROL
 KE0993
 KE0993  NGVD 29 (??/??/92)  339.373  (m)         1113.43   (f) ADJ UNCH    2 0
 KE0993
 KE0993.Superseded values are not recommended for survey control.
 KE0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0993.See file dsdata.txt to determine how the superseded data were derived.
 KE0993
 KE0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD756854(NAD 83)
 KE0993_MARKER: DB = BENCH MARK DISK
 KE0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0993_STAMPING: K 121 1934
 KE0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0993+STABILITY: SURFACE MOTION
 KE0993
 KE0993  HISTORY     - Date     Condition        Report By
 KE0993  HISTORY     - 1934     MONUMENTED       CGS
 KE0993  HISTORY     - 1950     GOOD             NGS
 KE0993
 KE0993                          STATION DESCRIPTION
 KE0993
 KE0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0993'AT WHITING.
 KE0993'AT WHITING, JACKSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 KE0993'59.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE STATION, AT A
 KE0993'STREET INTERSECTION, 66 FEET NORTH OF THE NORTH CURB OF THE
 KE0993'EAST-AND-WEST STREET, 52 FEET WEST OF THE WEST CURB OF THE
 KE0993'NORTH-AND-SOUTH STREET (STATE HIGHWAY 9), 33 FEET WEST OF THE WEST
 KE0993'EDGE OF A BRICK SIDEWALK, AND 6 FEET SOUTH OF A POLE.  A STATE
 KE0993'SURVEY STANDARD DISK, STAMPED K 121 1934 AND SET IN THE TOP OF
 KE0993'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0683 ***********************************************************************
 KE0683  DESIGNATION -  K 122
 KE0683  PID         -  KE0683
 KE0683  STATE/COUNTY-  KS/ATCHISON
 KE0683  USGS QUAD   -  NORTONVILLE (1979)
 KE0683
 KE0683                         *CURRENT SURVEY CONTROL
 KE0683  ___________________________________________________________________
 KE0683* NAD 83(1986)-  39 27 44.     (N)    095 15 35.     (W)     SCALED    
 KE0683* NAVD 88     -       302.916  (meters)     993.82   (feet)  ADJUSTED  
 KE0683  ___________________________________________________________________
 KE0683  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 KE0683  DYNAMIC HT  -         302.727 (meters)     993.20  (feet)  COMP
 KE0683  MODELED GRAV-     979,996.2   (mgal)                       NAVD 88
 KE0683
 KE0683  VERT ORDER  -  SECOND    CLASS 0
 KE0683
 KE0683.The horizontal coordinates were scaled from a topographic map and have
 KE0683.an estimated accuracy of +/- 6 seconds.
 KE0683
 KE0683.The orthometric height was determined by differential leveling
 KE0683.and adjusted by the National Geodetic Survey in June 1991..
 KE0683
 KE0683.The geoid height was determined by GEOID03.
 KE0683
 KE0683.The dynamic height is computed by dividing the NAVD 88
 KE0683.geopotential number by the normal gravity value computed on the
 KE0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0683.degrees latitude (g = 980.6199 gals.).
 KE0683
 KE0683.The modeled gravity was interpolated from observed gravity values.
 KE0683
 KE0683;                    North         East    Units  Estimated Accuracy
 KE0683;SPC KS N     -   128,890.      635,780.      MT  (+/- 180 meters Scaled)
 KE0683
 KE0683                          SUPERSEDED SURVEY CONTROL
 KE0683
 KE0683  NGVD 29 (??/??/92)  302.810  (m)          993.47   (f) ADJ UNCH    2 0
 KE0683
 KE0683.Superseded values are not recommended for survey control.
 KE0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0683.See file dsdata.txt to determine how the superseded data were derived.
 KE0683
 KE0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD055705(NAD 83)
 KE0683_MARKER: DB = BENCH MARK DISK
 KE0683_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0683_SP_SET: BRIDGE
 KE0683_STAMPING: K 122 1934
 KE0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0683
 KE0683  HISTORY     - Date     Condition        Report By
 KE0683  HISTORY     - 1934     MONUMENTED       CGS
 KE0683  HISTORY     - 1950     GOOD             NGS
 KE0683
 KE0683                          STATION DESCRIPTION
 KE0683
 KE0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0683'0.8 MI SW FROM CUMMINGS.
 KE0683'0.8 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0683'RAILWAY FROM THE STATION AT CUMMINGS, ATCHISON COUNTY, AT BRIDGE
 KE0683'11 B, AND IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 KE0683'ABUTMENT.  A STANDARD DISK, STAMPED K 122 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1264 ***********************************************************************
 JE1264  DESIGNATION -  K 13
 JE1264  PID         -  JE1264
 JE1264  STATE/COUNTY-  KS/LYON
 JE1264  USGS QUAD   -  READING (1971)
 JE1264
 JE1264                         *CURRENT SURVEY CONTROL
 JE1264  ___________________________________________________________________
 JE1264* NAD 83(1986)-  38 31 04.     (N)    095 58 01.     (W)     SCALED    
 JE1264* NAVD 88     -       332.456  (meters)    1090.73   (feet)  ADJUSTED  
 JE1264  ___________________________________________________________________
 JE1264  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JE1264  DYNAMIC HT  -         332.217 (meters)    1089.95  (feet)  COMP
 JE1264  MODELED GRAV-     979,899.9   (mgal)                       NAVD 88
 JE1264
 JE1264  VERT ORDER  -  FIRST     CLASS II
 JE1264
 JE1264.The horizontal coordinates were scaled from a topographic map and have
 JE1264.an estimated accuracy of +/- 6 seconds.
 JE1264
 JE1264.The orthometric height was determined by differential leveling
 JE1264.and adjusted by the National Geodetic Survey in June 1991..
 JE1264
 JE1264.The geoid height was determined by GEOID03.
 JE1264
 JE1264.The dynamic height is computed by dividing the NAVD 88
 JE1264.geopotential number by the normal gravity value computed on the
 JE1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1264.degrees latitude (g = 980.6199 gals.).
 JE1264
 JE1264.The modeled gravity was interpolated from observed gravity values.
 JE1264
 JE1264;                    North         East    Units  Estimated Accuracy
 JE1264;SPC KS S     -   608,450.      620,880.      MT  (+/- 180 meters Scaled)
 JE1264
 JE1264                          SUPERSEDED SURVEY CONTROL
 JE1264
 JE1264  NGVD 29 (??/??/92)  332.311  (m)         1090.26   (f) ADJ UNCH    1 2
 JE1264
 JE1264.Superseded values are not recommended for survey control.
 JE1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1264.See file dsdata.txt to determine how the superseded data were derived.
 JE1264
 JE1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC413674(NAD 83)
 JE1264_MARKER: DB = BENCH MARK DISK
 JE1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1264_STAMPING: K 13 1933
 JE1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1264+STABILITY: SURFACE MOTION
 JE1264
 JE1264  HISTORY     - Date     Condition        Report By
 JE1264  HISTORY     - 1933     MONUMENTED       CGS
 JE1264  HISTORY     - 1951     GOOD             NGS
 JE1264  HISTORY     - 1968     GOOD             NGS
 JE1264  HISTORY     - 1968     GOOD             USGS
 JE1264
 JE1264                          STATION DESCRIPTION
 JE1264
 JE1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1264'0.6 MI W FROM READING.
 JE1264'0.6 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1264'FROM THE STATION AT READING, LYON COUNTY, 5 POLES WEST OF
 JE1264'MILEPOST 97, 2 POLES EAST OF A ROAD CROSSING, 50 FEET WEST OF
 JE1264'A POLE, 45 FEET NORTH OF THE NORTH RAIL, AND 41 FEET SOUTH OF
 JE1264'THE CENTERLINE OF A ROAD PARALLELING THE TRACK.  A STANDARD
 JE1264'DISK, STAMPED K 13 1933 AND SET IN THE TOP OF A CONCRETE POST
 JE1264'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- METAL WITNESS POST
 JE1264'SET 1 FOOT WEST OF THE MARK.
 JE1264
 JE1264                          STATION RECOVERY (1968)
 JE1264
 JE1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JE1264'RECOVERED IN GOOD CONDITION.
 JE1264
 JE1264                          STATION RECOVERY (1968)
 JE1264
 JE1264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JE1264'A METAL WITNESS POST SET 1 FOOT WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0590 ***********************************************************************
 HF0590  DESIGNATION -  K 14
 HF0590  PID         -  HF0590
 HF0590  STATE/COUNTY-  KS/SUMNER
 HF0590  USGS QUAD   -  SOUTH HAVEN (1965)
 HF0590
 HF0590                         *CURRENT SURVEY CONTROL
 HF0590  ___________________________________________________________________
 HF0590* NAD 83(1986)-  37 02 44.     (N)    097 24 02.     (W)     SCALED    
 HF0590* NAVD 88     -       339.732  (meters)    1114.60   (feet)  ADJUSTED  
 HF0590  ___________________________________________________________________
 HF0590  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF0590  DYNAMIC HT  -         339.451 (meters)    1113.68  (feet)  COMP
 HF0590  MODELED GRAV-     979,792.7   (mgal)                       NAVD 88
 HF0590
 HF0590  VERT ORDER  -  FIRST     CLASS II
 HF0590
 HF0590.The horizontal coordinates were scaled from a topographic map and have
 HF0590.an estimated accuracy of +/- 6 seconds.
 HF0590
 HF0590.The orthometric height was determined by differential leveling
 HF0590.and adjusted by the National Geodetic Survey in June 1991..
 HF0590
 HF0590.The geoid height was determined by GEOID03.
 HF0590
 HF0590.The dynamic height is computed by dividing the NAVD 88
 HF0590.geopotential number by the normal gravity value computed on the
 HF0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0590.degrees latitude (g = 980.6199 gals.).
 HF0590
 HF0590.The modeled gravity was interpolated from observed gravity values.
 HF0590
 HF0590;                    North         East    Units  Estimated Accuracy
 HF0590;SPC KS S     -   442,630.      497,810.      MT  (+/- 180 meters Scaled)
 HF0590
 HF0590                          SUPERSEDED SURVEY CONTROL
 HF0590
 HF0590  NGVD 29 (??/??/92)  339.622  (m)         1114.24   (f) ADJ UNCH    1 2
 HF0590
 HF0590.Superseded values are not recommended for survey control.
 HF0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0590.See file dsdata.txt to determine how the superseded data were derived.
 HF0590
 HF0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG422011(NAD 83)
 HF0590_MARKER: DB = BENCH MARK DISK
 HF0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0590_STAMPING: K 14 1933
 HF0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0590+STABILITY: SURFACE MOTION
 HF0590
 HF0590  HISTORY     - Date     Condition        Report By
 HF0590  HISTORY     - 1933     MONUMENTED       CGS
 HF0590  HISTORY     - 1942     GOOD             NGS
 HF0590
 HF0590                          STATION DESCRIPTION
 HF0590
 HF0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0590'AT SOUTH HAVEN.
 HF0590'AT SOUTH HAVEN, SUMNER COUNTY, AT THE NORTHWEST CORNER OF THE
 HF0590'ATCHISON, TOPEKA AND SANTA FE RAILWAY SECTION HOUSE YARD, ABOUT
 HF0590'20 YARDS WEST OF THE SECTION HOUSE, ABOUT 120 YARDS EAST OF THE
 HF0590'CENTER LINE OF U.S. HIGHWAY 177, ABOUT 30 YARDS NORTH OF THE
 HF0590'CENTER LINE OF THE MAIN TRACK, ABOUT 15 YARDS NORTHEAST OF A
 HF0590'STANDARD OIL CO. WAREHOUSE, 7 YARDS EAST OF A CORNER FENCE POST,
 HF0590'AND ABOUT 1 YARDS SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 HF0590'K 14 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HF0590
 HF0590                          STATION RECOVERY (1942)
 HF0590
 HF0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 HF0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0187 ***********************************************************************
 HF0187  DESIGNATION -  K 15
 HF0187  PID         -  HF0187
 HF0187  STATE/COUNTY-  KS/COWLEY
 HF0187  USGS QUAD   -  DEXTER (1962)
 HF0187
 HF0187                         *CURRENT SURVEY CONTROL
 HF0187  ___________________________________________________________________
 HF0187* NAD 83(1986)-  37 10 37.     (N)    096 42 53.     (W)     SCALED    
 HF0187* NAVD 88     -       368.385  (meters)    1208.61   (feet)  ADJUSTED  
 HF0187  ___________________________________________________________________
 HF0187  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HF0187  DYNAMIC HT  -         368.075 (meters)    1207.59  (feet)  COMP
 HF0187  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 HF0187
 HF0187  VERT ORDER  -  FIRST     CLASS II
 HF0187
 HF0187.The horizontal coordinates were scaled from a topographic map and have
 HF0187.an estimated accuracy of +/- 6 seconds.
 HF0187
 HF0187.The orthometric height was determined by differential leveling
 HF0187.and adjusted by the National Geodetic Survey in June 1991..
 HF0187
 HF0187.The geoid height was determined by GEOID03.
 HF0187
 HF0187.The dynamic height is computed by dividing the NAVD 88
 HF0187.geopotential number by the normal gravity value computed on the
 HF0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0187.degrees latitude (g = 980.6199 gals.).
 HF0187
 HF0187.The modeled gravity was interpolated from observed gravity values.
 HF0187
 HF0187;                    North         East    Units  Estimated Accuracy
 HF0187;SPC KS S     -   458,150.      558,540.      MT  (+/- 180 meters Scaled)
 HF0187
 HF0187                          SUPERSEDED SURVEY CONTROL
 HF0187
 HF0187  NGVD 29 (??/??/92)  368.247  (m)         1208.16   (f) ADJ UNCH    1 2
 HF0187
 HF0187.Superseded values are not recommended for survey control.
 HF0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0187.See file dsdata.txt to determine how the superseded data were derived.
 HF0187
 HF0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG028169(NAD 83)
 HF0187_MARKER: DB = BENCH MARK DISK
 HF0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0187_STAMPING: K 15 1933
 HF0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0187+STABILITY: SURFACE MOTION
 HF0187
 HF0187  HISTORY     - Date     Condition        Report By
 HF0187  HISTORY     - 1933     MONUMENTED       CGS
 HF0187  HISTORY     - 1962     GOOD             USGS
 HF0187
 HF0187                          STATION DESCRIPTION
 HF0187
 HF0187'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 HF0187'AT DEXTER.
 HF0187'AT DEXTER, COWLEY COUNTY, 835 FEET SSW OF THE MISSOURI PACIFIC
 HF0187'RAILROAD STATION.  95 FEET WNW ALONG KANSAS STREET FROM THE
 HF0187'CENTERLINE OF THE MAIN TRACK, THENCE 40 FEET NNE AND AT RIGHT
 HF0187'ANGLE TO KANSAS STREET.  A STANDARD DISK, STAMPED K 15 1933 AND
 HF0187'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0518 ***********************************************************************
 KH0518  DESIGNATION -  K 150
 KH0518  PID         -  KH0518
 KH0518  STATE/COUNTY-  KS/CHEYENNE
 KH0518  USGS QUAD   -  ST FRANCIS (1978)
 KH0518
 KH0518                         *CURRENT SURVEY CONTROL
 KH0518  ___________________________________________________________________
 KH0518* NAD 83(1986)-  39 48 25.     (N)    101 50 00.     (W)     SCALED    
 KH0518* NAVD 88     -      1050.132  (meters)    3445.31   (feet)  ADJUSTED  
 KH0518  ___________________________________________________________________
 KH0518  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 KH0518  DYNAMIC HT  -        1049.318 (meters)    3442.64  (feet)  COMP
 KH0518  MODELED GRAV-     979,815.1   (mgal)                       NAVD 88
 KH0518
 KH0518  VERT ORDER  -  SECOND    CLASS 0
 KH0518
 KH0518.The horizontal coordinates were scaled from a topographic map and have
 KH0518.an estimated accuracy of +/- 6 seconds.
 KH0518
 KH0518.The orthometric height was determined by differential leveling
 KH0518.and adjusted by the National Geodetic Survey in June 1991..
 KH0518
 KH0518.The geoid height was determined by GEOID03.
 KH0518
 KH0518.The dynamic height is computed by dividing the NAVD 88
 KH0518.geopotential number by the normal gravity value computed on the
 KH0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0518.degrees latitude (g = 980.6199 gals.).
 KH0518
 KH0518.The modeled gravity was interpolated from observed gravity values.
 KH0518
 KH0518;                    North         East    Units  Estimated Accuracy
 KH0518;SPC KS N     -   170,540.       71,830.      MT  (+/- 180 meters Scaled)
 KH0518
 KH0518                          SUPERSEDED SURVEY CONTROL
 KH0518
 KH0518  NGVD 29 (??/??/92) 1049.694  (m)         3443.87   (f) ADJ UNCH    2 0
 KH0518
 KH0518.Superseded values are not recommended for survey control.
 KH0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0518.See file dsdata.txt to determine how the superseded data were derived.
 KH0518
 KH0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK574101(NAD 83)
 KH0518_MARKER: DB = BENCH MARK DISK
 KH0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0518_STAMPING: K 150 1934
 KH0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0518+STABILITY: SURFACE MOTION
 KH0518
 KH0518  HISTORY     - Date     Condition        Report By
 KH0518  HISTORY     - 1934     MONUMENTED       CGS
 KH0518
 KH0518                          STATION DESCRIPTION
 KH0518
 KH0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0518'3.6 MI NW FROM ST FRANCIS.
 KH0518'3.6 MILES NORTHWEST OF BURLINGTON STATION AT ST. FRANCIS 24 FEET
 KH0518'NORTHEAST OF CENTERLINE OF STATE HIGHWAY 27, 8 FEET NORTHEAST OF A
 KH0518'3 FOOT CUT IN ROAD, 6 FEET SOUTHEAST OF A TELEPHONE POLE, ON THE
 KH0518'INSIDE OF A LARGE RIGHT ANGLE CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0519 ***********************************************************************
 KH0519  DESIGNATION -  K 150 RESET
 KH0519  PID         -  KH0519
 KH0519  STATE/COUNTY-  KS/CHEYENNE
 KH0519  USGS QUAD   -  ST FRANCIS (1978)
 KH0519
 KH0519                         *CURRENT SURVEY CONTROL
 KH0519  ___________________________________________________________________
 KH0519* NAD 83(1986)-  39 48 25.     (N)    101 50 01.     (W)     SCALED    
 KH0519* NAVD 88     -      1050.27   (+/-2cm)    3445.8    (feet)  VERTCON   
 KH0519  ___________________________________________________________________
 KH0519  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 KH0519
 KH0519  VERT ORDER  -  ? (See Below)
 KH0519
 KH0519.The horizontal coordinates were scaled from a topographic map and have
 KH0519.an estimated accuracy of +/- 6 seconds.
 KH0519
 KH0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0519.The vertical order pertains to the NGVD 29 superseded value.
 KH0519
 KH0519.The geoid height was determined by GEOID03.
 KH0519
 KH0519;                    North         East    Units  Estimated Accuracy
 KH0519;SPC KS N     -   170,540.       71,810.      MT  (+/- 180 meters Scaled)
 KH0519
 KH0519                          SUPERSEDED SURVEY CONTROL
 KH0519
 KH0519  NGVD 29 (??/??/92) 1049.83   (m)         3444.3    (f) ADJ UNCH    ?  
 KH0519
 KH0519.Superseded values are not recommended for survey control.
 KH0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0519.See file dsdata.txt to determine how the superseded data were derived.
 KH0519
 KH0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK574101(NAD 83)
 KH0519_MARKER: DB = BENCH MARK DISK
 KH0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0519_STAMPING: K 150 RESET 1940
 KH0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0519+STABILITY: SURFACE MOTION
 KH0519
 KH0519  HISTORY     - Date     Condition        Report By
 KH0519  HISTORY     - 1940     MONUMENTED       CGS
 KH0519  HISTORY     - 1940     GOOD             NGS
 KH0519  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0519
 KH0519                          STATION DESCRIPTION
 KH0519
 KH0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0519'3.6 MI NW FROM ST FRANCIS.
 KH0519'185.6 FEET WEST-SOUTHWEST OF BENCH MARK K 150 WHICH WAS DESCRIBED
 KH0519'AS FOLLOWS-- 3.6 MILES NORTHWEST ALONG STATE HIGHWAY 27 FROM THE
 KH0519'CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT ST. FRANCIS.
 KH0519'ON THE INSIDE OF A LARGE RIGHT-ANGLE TURN, 24 FEET NORTHEAST OF THE
 KH0519'CENTER LINE OF THE HIGHWAY, 8 FEET NORTHEAST OF A 3-FOOT CUT,
 KH0519'6 FEET SOUTHEAST OF A TELEPHONE POLE, AND SET IN THE TOP OF A
 KH0519'CONCRETE POST.
 KH0519
 KH0519                          STATION RECOVERY (1975)
 KH0519
 KH0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0012 ***********************************************************************
 JH0012  DESIGNATION -  K 151 RESET
 JH0012  PID         -  JH0012
 JH0012  STATE/COUNTY-  KS/GOVE
 JH0012  USGS QUAD   -  ORION NE (1972)
 JH0012
 JH0012                         *CURRENT SURVEY CONTROL
 JH0012  ___________________________________________________________________
 JH0012* NAD 83(1986)-  38 52 35.     (N)    100 30 04.     (W)     SCALED    
 JH0012* NAVD 88     -       849.58   (meters)    2787.3    (feet)  RESET     
 JH0012  ___________________________________________________________________
 JH0012  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 JH0012
 JH0012  VERT ORDER  -  THIRD
 JH0012
 JH0012.The horizontal coordinates were scaled from a topographic map and have
 JH0012.an estimated accuracy of +/- 6 seconds.
 JH0012
 JH0012.The orthometric height was computed from unverified reset data.
 JH0012
 JH0012.The geoid height was determined by GEOID03.
 JH0012
 JH0012;                    North         East    Units  Estimated Accuracy
 JH0012;SPC KS N     -    63,280.      182,990.      MT  (+/- 180 meters Scaled)
 JH0012
 JH0012                          SUPERSEDED SURVEY CONTROL
 JH0012
 JH0012.No superseded survey control is available for this station.
 JH0012
 JH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ697041(NAD 83)
 JH0012_MARKER: DB = BENCH MARK DISK
 JH0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0012_STAMPING: K 151 RESET 1935
 JH0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0012+STABILITY: SURFACE MOTION
 JH0012
 JH0012  HISTORY     - Date     Condition        Report By
 JH0012  HISTORY     - 1935     MONUMENTED       CGS
 JH0012  HISTORY     - 1936     GOOD             NGS
 JH0012
 JH0012                          STATION DESCRIPTION
 JH0012
 JH0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JH0012'6.3 MI S FROM GOVE.
 JH0012'6.3 MILES S ALONG A SURFACED ROAD (OLD STATE HWY 23) FROM THE
 JH0012'COURTHOUSE AT GOVE, GOVE COUNTY, AT THE TOP OF A LONG SLOPE,
 JH0012'ON THE NORTH SIDE OF THE HILL AND 58.5 FT E OF THE CENTERLINE
 JH0012'OF THE ROAD, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0056 ***********************************************************************
 KH0056  DESIGNATION -  K 152
 KH0056  PID         -  KH0056
 KH0056  STATE/COUNTY-  KS/SHERIDAN
 KH0056  USGS QUAD   -  HOXIE NW (1979)
 KH0056
 KH0056                         *CURRENT SURVEY CONTROL
 KH0056  ___________________________________________________________________
 KH0056* NAD 83(1986)-  39 28 26.     (N)    100 26 29.     (W)     SCALED    
 KH0056* NAVD 88     -       845.511  (meters)    2773.98   (feet)  ADJUSTED  
 KH0056  ___________________________________________________________________
 KH0056  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 KH0056  DYNAMIC HT  -         844.881 (meters)    2771.91  (feet)  COMP
 KH0056  MODELED GRAV-     979,853.6   (mgal)                       NAVD 88
 KH0056
 KH0056  VERT ORDER  -  SECOND    CLASS 0
 KH0056
 KH0056.The horizontal coordinates were scaled from a topographic map and have
 KH0056.an estimated accuracy of +/- 6 seconds.
 KH0056
 KH0056.The orthometric height was determined by differential leveling
 KH0056.and adjusted by the National Geodetic Survey in June 1991..
 KH0056
 KH0056.The geoid height was determined by GEOID03.
 KH0056
 KH0056.The dynamic height is computed by dividing the NAVD 88
 KH0056.geopotential number by the normal gravity value computed on the
 KH0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0056.degrees latitude (g = 980.6199 gals.).
 KH0056
 KH0056.The modeled gravity was interpolated from observed gravity values.
 KH0056
 KH0056;                    North         East    Units  Estimated Accuracy
 KH0056;SPC KS N     -   129,450.      189,960.      MT  (+/- 180 meters Scaled)
 KH0056
 KH0056                          SUPERSEDED SURVEY CONTROL
 KH0056
 KH0056  NGVD 29 (??/??/92)  845.202  (m)         2772.97   (f) ADJ UNCH    2 0
 KH0056
 KH0056.Superseded values are not recommended for survey control.
 KH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0056.See file dsdata.txt to determine how the superseded data were derived.
 KH0056
 KH0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ760703(NAD 83)
 KH0056_MARKER: DB = BENCH MARK DISK
 KH0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0056_STAMPING: K 152 1934
 KH0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0056+STABILITY: SURFACE MOTION
 KH0056
 KH0056  HISTORY     - Date     Condition        Report By
 KH0056  HISTORY     - 1934     MONUMENTED       CGS
 KH0056  HISTORY     - 1941     GOOD             NGS
 KH0056
 KH0056                          STATION DESCRIPTION
 KH0056
 KH0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0056'8.4 MI N FROM HOXIE.
 KH0056'8.4 MILES NORTH OF UNION PACIFIC STATION AT HOXIE 33 FEET EAST OF
 KH0056'CENTERLINE OF STATE HIGHWAY 23, IN A FENCE CORNER.
 KH0056
 KH0056                          STATION RECOVERY (1941)
 KH0056
 KH0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KH0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0026 ***********************************************************************
 KH0026  DESIGNATION -  K 153
 KH0026  PID         -  KH0026
 KH0026  STATE/COUNTY-  KS/DECATUR
 KH0026  USGS QUAD   -  DRESDEN NORTH (1978)
 KH0026
 KH0026                         *CURRENT SURVEY CONTROL
 KH0026  ___________________________________________________________________
 KH0026* NAD 83(1986)-  39 38 02.     (N)    100 23 06.     (W)     SCALED    
 KH0026* NAVD 88     -       809.264  (meters)    2655.06   (feet)  ADJUSTED  
 KH0026  ___________________________________________________________________
 KH0026  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 KH0026  DYNAMIC HT  -         808.680 (meters)    2653.14  (feet)  COMP
 KH0026  MODELED GRAV-     979,877.9   (mgal)                       NAVD 88
 KH0026
 KH0026  VERT ORDER  -  SECOND    CLASS 0
 KH0026
 KH0026.The horizontal coordinates were scaled from a topographic map and have
 KH0026.an estimated accuracy of +/- 6 seconds.
 KH0026
 KH0026.The orthometric height was determined by differential leveling
 KH0026.and adjusted by the National Geodetic Survey in June 1991..
 KH0026
 KH0026.The geoid height was determined by GEOID03.
 KH0026
 KH0026.The dynamic height is computed by dividing the NAVD 88
 KH0026.geopotential number by the normal gravity value computed on the
 KH0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0026.degrees latitude (g = 980.6199 gals.).
 KH0026
 KH0026.The modeled gravity was interpolated from observed gravity values.
 KH0026
 KH0026;                    North         East    Units  Estimated Accuracy
 KH0026;SPC KS N     -   147,080.      195,280.      MT  (+/- 180 meters Scaled)
 KH0026
 KH0026                          SUPERSEDED SURVEY CONTROL
 KH0026
 KH0026  NGVD 29 (??/??/92)  808.956  (m)         2654.05   (f) ADJ UNCH    2 0
 KH0026
 KH0026.Superseded values are not recommended for survey control.
 KH0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0026.See file dsdata.txt to determine how the superseded data were derived.
 KH0026
 KH0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ811880(NAD 83)
 KH0026_MARKER: DB = BENCH MARK DISK
 KH0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0026_STAMPING: K 153 1934
 KH0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0026+STABILITY: SURFACE MOTION
 KH0026
 KH0026  HISTORY     - Date     Condition        Report By
 KH0026  HISTORY     - 1934     MONUMENTED       CGS
 KH0026
 KH0026                          STATION DESCRIPTION
 KH0026
 KH0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0026'2.4 MI NE FROM DRESDEN.
 KH0026'2.4 MILES NORTHEAST OF ROCK ISLAND STATION AT DRESDEN 6 POLES
 KH0026'WEST OF MILEPOST 348.10, NEAR A ROAD CROSSING, 60 FEET SOUTH
 KH0026'OF THE CENTERLINE OF THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD
 KH0026'TRACK, 60 FEET EAST OF A ROAD CROSSING, IN THE NORTH END OF A
 KH0026'LARGE CONCRETE CULVERT ON U.S. HIGHWAY 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0192 ***********************************************************************
 KH0192  DESIGNATION -  K 154
 KH0192  PID         -  KH0192
 KH0192  STATE/COUNTY-  KS/THOMAS
 KH0192  USGS QUAD   -  GEM (1979)
 KH0192
 KH0192                         *CURRENT SURVEY CONTROL
 KH0192  ___________________________________________________________________
 KH0192* NAD 83(1986)-  39 22 57.     (N)    100 55 21.     (W)     SCALED    
 KH0192* NAVD 88     -       941.344  (meters)    3088.39   (feet)  ADJUSTED  
 KH0192  ___________________________________________________________________
 KH0192  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KH0192  DYNAMIC HT  -         940.606 (meters)    3085.97  (feet)  COMP
 KH0192  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 KH0192
 KH0192  VERT ORDER  -  SECOND    CLASS 0
 KH0192
 KH0192.The horizontal coordinates were scaled from a topographic map and have
 KH0192.an estimated accuracy of +/- 6 seconds.
 KH0192
 KH0192.The orthometric height was determined by differential leveling
 KH0192.and adjusted by the National Geodetic Survey in June 1991..
 KH0192
 KH0192.The geoid height was determined by GEOID03.
 KH0192
 KH0192.The dynamic height is computed by dividing the NAVD 88
 KH0192.geopotential number by the normal gravity value computed on the
 KH0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0192.degrees latitude (g = 980.6199 gals.).
 KH0192
 KH0192.The modeled gravity was interpolated from observed gravity values.
 KH0192
 KH0192;                    North         East    Units  Estimated Accuracy
 KH0192;SPC KS N     -   120,530.      148,260.      MT  (+/- 180 meters Scaled)
 KH0192
 KH0192                          SUPERSEDED SURVEY CONTROL
 KH0192
 KH0192  NGVD 29 (??/??/92)  940.986  (m)         3087.22   (f) ADJ UNCH    2 0
 KH0192
 KH0192.Superseded values are not recommended for survey control.
 KH0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0192.See file dsdata.txt to determine how the superseded data were derived.
 KH0192
 KH0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ344609(NAD 83)
 KH0192_MARKER: DB = BENCH MARK DISK
 KH0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0192_STAMPING: K 154 1934
 KH0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0192+STABILITY: SURFACE MOTION
 KH0192
 KH0192  HISTORY     - Date     Condition        Report By
 KH0192  HISTORY     - 1934     MONUMENTED       CGS
 KH0192  HISTORY     - 1942     GOOD             NGS
 KH0192
 KH0192                          STATION DESCRIPTION
 KH0192
 KH0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KH0192'6.9 MI E FROM COLBY.
 KH0192'6.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0192'CONSOLIDATED SCHOOL AT COLBY, THOMAS COUNTY, 100 FEET WEST OF
 KH0192'MILEPOST 197, AT A ROAD CROSSING, 25 FEET WEST OF THE CENTERLINE
 KH0192'OF THE ROAD, 60 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 KH0192'12 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 KH0192'K 154 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK
 KH0192'IS COVERED WITH 2-INCHES OF BLOW SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0120 ***********************************************************************
 KH0120  DESIGNATION -  K 155
 KH0120  PID         -  KH0120
 KH0120  STATE/COUNTY-  KS/GRAHAM
 KH0120  USGS QUAD   -  MORLAND (1979)
 KH0120
 KH0120                         *CURRENT SURVEY CONTROL
 KH0120  ___________________________________________________________________
 KH0120* NAD 83(1986)-  39 21 10.     (N)    100 03 02.     (W)     SCALED    
 KH0120* NAVD 88     -       697.220  (meters)    2287.46   (feet)  ADJUSTED  
 KH0120  ___________________________________________________________________
 KH0120  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 KH0120  DYNAMIC HT  -         696.712 (meters)    2285.80  (feet)  COMP
 KH0120  MODELED GRAV-     979,876.5   (mgal)                       NAVD 88
 KH0120
 KH0120  VERT ORDER  -  SECOND    CLASS 0
 KH0120
 KH0120.The horizontal coordinates were scaled from a topographic map and have
 KH0120.an estimated accuracy of +/- 6 seconds.
 KH0120
 KH0120.The orthometric height was determined by differential leveling
 KH0120.and adjusted by the National Geodetic Survey in June 1991..
 KH0120
 KH0120.The geoid height was determined by GEOID03.
 KH0120
 KH0120.The dynamic height is computed by dividing the NAVD 88
 KH0120.geopotential number by the normal gravity value computed on the
 KH0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0120.degrees latitude (g = 980.6199 gals.).
 KH0120
 KH0120.The modeled gravity was interpolated from observed gravity values.
 KH0120
 KH0120;                    North         East    Units  Estimated Accuracy
 KH0120;SPC KS N     -   115,170.      223,280.      MT  (+/- 180 meters Scaled)
 KH0120
 KH0120                          SUPERSEDED SURVEY CONTROL
 KH0120
 KH0120  NGVD 29 (??/??/92)  696.956  (m)         2286.60   (f) ADJ UNCH    2 0
 KH0120
 KH0120.Superseded values are not recommended for survey control.
 KH0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0120.See file dsdata.txt to determine how the superseded data were derived.
 KH0120
 KH0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ094564(NAD 83)
 KH0120_MARKER: DB = BENCH MARK DISK
 KH0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0120_STAMPING: K 155 1934
 KH0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0120+STABILITY: SURFACE MOTION
 KH0120
 KH0120  HISTORY     - Date     Condition        Report By
 KH0120  HISTORY     - 1934     MONUMENTED       CGS
 KH0120  HISTORY     - 1935     GOOD             NGS
 KH0120
 KH0120                          STATION DESCRIPTION
 KH0120
 KH0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KH0120'1.3 MI E FROM MORLAND.
 KH0120'1.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0120'AT MORLAND, GRAHAM COUNTY, 2 POLES EAST OF MILEPOST 149, AT A
 KH0120'ROAD CROSSING, 27 FEET WEST OF THE ROAD, AND 10 FEET SOUTH OF
 KH0120'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 155
 KH0120'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0250 ***********************************************************************
 KH0250  DESIGNATION -  K 156
 KH0250  PID         -  KH0250
 KH0250  STATE/COUNTY-  KS/DECATUR
 KH0250  USGS QUAD   -  OBERLIN NE (1978)
 KH0250
 KH0250                         *CURRENT SURVEY CONTROL
 KH0250  ___________________________________________________________________
 KH0250* NAD 83(1986)-  39 59 00.     (N)    100 33 38.     (W)     SCALED    
 KH0250* NAVD 88     -       776.261  (meters)    2546.78   (feet)  ADJUSTED  
 KH0250  ___________________________________________________________________
 KH0250  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KH0250  DYNAMIC HT  -         775.728 (meters)    2545.03  (feet)  COMP
 KH0250  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 KH0250
 KH0250  VERT ORDER  -  SECOND    CLASS 0
 KH0250
 KH0250.The horizontal coordinates were scaled from a topographic map and have
 KH0250.an estimated accuracy of +/- 6 seconds.
 KH0250
 KH0250.The orthometric height was determined by differential leveling
 KH0250.and adjusted by the National Geodetic Survey in June 1991..
 KH0250
 KH0250.The geoid height was determined by GEOID03.
 KH0250
 KH0250.The dynamic height is computed by dividing the NAVD 88
 KH0250.geopotential number by the normal gravity value computed on the
 KH0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0250.degrees latitude (g = 980.6199 gals.).
 KH0250
 KH0250.The modeled gravity was interpolated from observed gravity values.
 KH0250
 KH0250;                    North         East    Units  Estimated Accuracy
 KH0250;SPC KS N     -   186,270.      181,310.      MT  (+/- 180 meters Scaled)
 KH0250
 KH0250                          SUPERSEDED SURVEY CONTROL
 KH0250
 KH0250  NGVD 29 (??/??/92)  775.957  (m)         2545.79   (f) ADJ UNCH    2 0
 KH0250
 KH0250.Superseded values are not recommended for survey control.
 KH0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0250.See file dsdata.txt to determine how the superseded data were derived.
 KH0250
 KH0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK667270(NAD 83)
 KH0250_MARKER: DB = BENCH MARK DISK
 KH0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0250_SP_SET: BRIDGE
 KH0250_STAMPING: K 156 1934
 KH0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0250
 KH0250  HISTORY     - Date     Condition        Report By
 KH0250  HISTORY     - 1934     MONUMENTED       CGS
 KH0250
 KH0250                          STATION DESCRIPTION
 KH0250
 KH0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0250'0.3 MI N FROM CEDAR BLUFFS.
 KH0250'0.3 MILE NORTH OF BURLINGTON RR STATION AT CEDAR BLUFFS IN THE
 KH0250'NORTHEAST END OF CONCRETE BRIDGE ON HIGHWAY U.S. 83 ACROSS
 KH0250'BEAVER RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0372 ***********************************************************************
 JG0372  DESIGNATION -  K 158
 JG0372  PID         -  JG0372
 JG0372  STATE/COUNTY-  KS/ELLIS
 JG0372  USGS QUAD   -  HAYS NORTH (1983)
 JG0372
 JG0372                         *CURRENT SURVEY CONTROL
 JG0372  ___________________________________________________________________
 JG0372* NAD 83(1986)-  38 56 30.     (N)    099 19 01.     (W)     SCALED    
 JG0372* NAVD 88     -       659.165  (meters)    2162.61   (feet)  ADJUSTED  
 JG0372  ___________________________________________________________________
 JG0372  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 JG0372  DYNAMIC HT  -         658.679 (meters)    2161.02  (feet)  COMP
 JG0372  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 JG0372
 JG0372  VERT ORDER  -  SECOND    CLASS 0
 JG0372
 JG0372.The horizontal coordinates were scaled from a topographic map and have
 JG0372.an estimated accuracy of +/- 6 seconds.
 JG0372
 JG0372.The orthometric height was determined by differential leveling
 JG0372.and adjusted by the National Geodetic Survey in June 1991..
 JG0372
 JG0372.The geoid height was determined by GEOID03.
 JG0372
 JG0372.The dynamic height is computed by dividing the NAVD 88
 JG0372.geopotential number by the normal gravity value computed on the
 JG0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0372.degrees latitude (g = 980.6199 gals.).
 JG0372
 JG0372.The modeled gravity was interpolated from observed gravity values.
 JG0372
 JG0372;                    North         East    Units  Estimated Accuracy
 JG0372;SPC KS N     -    68,360.      285,830.      MT  (+/- 180 meters Scaled)
 JG0372
 JG0372                          SUPERSEDED SURVEY CONTROL
 JG0372
 JG0372  NGVD 29 (??/??/92)  658.906  (m)         2161.76   (f) ADJ UNCH    2 0
 JG0372
 JG0372.Superseded values are not recommended for survey control.
 JG0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0372.See file dsdata.txt to determine how the superseded data were derived.
 JG0372
 JG0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ725103(NAD 83)
 JG0372_MARKER: DB = BENCH MARK DISK
 JG0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0372_SP_SET: CULVERT
 JG0372_STAMPING: K 158 1934
 JG0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0372
 JG0372  HISTORY     - Date     Condition        Report By
 JG0372  HISTORY     - 1934     MONUMENTED       CGS
 JG0372
 JG0372                          STATION DESCRIPTION
 JG0372
 JG0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0372'6.7 MI N FROM HAYS.
 JG0372'6.7 MILES NORTH OF WASHINGTON SCHOOL AT HAYS 0.1 MILE SOUTH OF
 JG0372'CROSS ROAD, IN SOUTHWEST END OF A LARGE CONCRETE CULVERT ON
 JG0372'STATE HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0132 ***********************************************************************
 HF0132  DESIGNATION -  K 16
 HF0132  PID         -  HF0132
 HF0132  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0132  USGS QUAD   -  PERU (1979)
 HF0132
 HF0132                         *CURRENT SURVEY CONTROL
 HF0132  ___________________________________________________________________
 HF0132* NAD 83(1986)-  37 05 58.     (N)    096 03 42.     (W)     SCALED    
 HF0132* NAVD 88     -       235.167  (meters)     771.54   (feet)  ADJUSTED  
 HF0132  ___________________________________________________________________
 HF0132  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HF0132  DYNAMIC HT  -         234.977 (meters)     770.92  (feet)  COMP
 HF0132  MODELED GRAV-     979,814.7   (mgal)                       NAVD 88
 HF0132
 HF0132  VERT ORDER  -  FIRST     CLASS II
 HF0132
 HF0132.The horizontal coordinates were scaled from a topographic map and have
 HF0132.an estimated accuracy of +/- 6 seconds.
 HF0132
 HF0132.The orthometric height was determined by differential leveling
 HF0132.and adjusted by the National Geodetic Survey in June 1991..
 HF0132
 HF0132.The geoid height was determined by GEOID03.
 HF0132
 HF0132.The dynamic height is computed by dividing the NAVD 88
 HF0132.geopotential number by the normal gravity value computed on the
 HF0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0132.degrees latitude (g = 980.6199 gals.).
 HF0132
 HF0132.The modeled gravity was interpolated from observed gravity values.
 HF0132
 HF0132;                    North         East    Units  Estimated Accuracy
 HF0132;SPC KS S     -   450,870.      616,740.      MT  (+/- 180 meters Scaled)
 HF0132
 HF0132                          SUPERSEDED SURVEY CONTROL
 HF0132
 HF0132  NGVD 29 (??/??/92)  235.028  (m)          771.09   (f) ADJ UNCH    1 2
 HF0132
 HF0132.Superseded values are not recommended for survey control.
 HF0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0132.See file dsdata.txt to determine how the superseded data were derived.
 HF0132
 HF0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG611099(NAD 83)
 HF0132_MARKER: DB = BENCH MARK DISK
 HF0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0132_STAMPING: K 16 1933
 HF0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0132+STABILITY: SURFACE MOTION
 HF0132
 HF0132  HISTORY     - Date     Condition        Report By
 HF0132  HISTORY     - 1933     MONUMENTED       CGS
 HF0132
 HF0132                          STATION DESCRIPTION
 HF0132
 HF0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0132'2.2 MI E FROM PERU.
 HF0132'ABOUT 2-1/4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0132'PERU, CHAUTAUQUA COUNTY, ABOUT 3 YARDS WEST OF THE FIRST POLE
 HF0132'WEST OF MILEPOST 451, ABOUT 8 YARDS EAST OF THE CENTER OF A
 HF0132'FARM-ROAD CROSSING, ABOUT 12 YARDS NORTH OF THE CENTER LINE OF
 HF0132'THE TRACK, AND ABOUT 3 YARDS SOUTH OF A FENCE.  A STANDARD
 HF0132'DISK, STAMPED K 16 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0193 ***********************************************************************
 KG0193  DESIGNATION -  K 160
 KG0193  PID         -  KG0193
 KG0193  STATE/COUNTY-  KS/SMITH
 KG0193  USGS QUAD   -  CEDAR (1973)
 KG0193
 KG0193                         *CURRENT SURVEY CONTROL
 KG0193  ___________________________________________________________________
 KG0193* NAD 83(1986)-  39 39 35.     (N)    098 53 51.     (W)     SCALED    
 KG0193* NAVD 88     -       493.120  (meters)    1617.84   (feet)  ADJUSTED  
 KG0193  ___________________________________________________________________
 KG0193  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 KG0193  DYNAMIC HT  -         492.804 (meters)    1616.81  (feet)  COMP
 KG0193  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 KG0193
 KG0193  VERT ORDER  -  SECOND    CLASS 0
 KG0193
 KG0193.The horizontal coordinates were scaled from a topographic map and have
 KG0193.an estimated accuracy of +/- 6 seconds.
 KG0193
 KG0193.The orthometric height was determined by differential leveling
 KG0193.and adjusted by the National Geodetic Survey in June 1991..
 KG0193
 KG0193.The geoid height was determined by GEOID03.
 KG0193
 KG0193.The dynamic height is computed by dividing the NAVD 88
 KG0193.geopotential number by the normal gravity value computed on the
 KG0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0193.degrees latitude (g = 980.6199 gals.).
 KG0193
 KG0193.The modeled gravity was interpolated from observed gravity values.
 KG0193
 KG0193;                    North         East    Units  Estimated Accuracy
 KG0193;SPC KS N     -   147,630.      322,980.      MT  (+/- 180 meters Scaled)
 KG0193
 KG0193                          SUPERSEDED SURVEY CONTROL
 KG0193
 KG0193  NGVD 29 (??/??/92)  492.910  (m)         1617.16   (f) ADJ UNCH    2 0
 KG0193
 KG0193.Superseded values are not recommended for survey control.
 KG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0193.See file dsdata.txt to determine how the superseded data were derived.
 KG0193
 KG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ087899(NAD 83)
 KG0193_MARKER: DB = BENCH MARK DISK
 KG0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0193_STAMPING: K 160 1934
 KG0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0193+STABILITY: SURFACE MOTION
 KG0193
 KG0193  HISTORY     - Date     Condition        Report By
 KG0193  HISTORY     - 1934     MONUMENTED       CGS
 KG0193  HISTORY     - 1973     GOOD             NGS
 KG0193
 KG0193                          STATION DESCRIPTION
 KG0193
 KG0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0193'2.3 MI E FROM CEDAR.
 KG0193'2.3 MILES EAST OF MISSOURI PACIFIC STATION AT CEDAR 2 1/2 POLES
 KG0193'WEST OF MILEAGE POST 560.30, 42 FEET NORTH OF CENTERLINE OF
 KG0193'MISSOURI PACIFIC RR. TRACK, 15 FEET EAST OF CROSSING, IN A FENCE
 KG0193'CORNER.
 KG0193
 KG0193                          STATION RECOVERY (1973)
 KG0193
 KG0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KG0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0251 ***********************************************************************
 KG0251  DESIGNATION -  K 161
 KG0251  PID         -  KG0251
 KG0251  STATE/COUNTY-  KS/PHILLIPS
 KG0251  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0251
 KG0251                         *CURRENT SURVEY CONTROL
 KG0251  ___________________________________________________________________
 KG0251* NAD 83(1986)-  39 40 34.     (N)    099 20 59.     (W)     SCALED    
 KG0251* NAVD 88     -       549.388  (meters)    1802.45   (feet)  ADJUSTED  
 KG0251  ___________________________________________________________________
 KG0251  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 KG0251  DYNAMIC HT  -         549.033 (meters)    1801.29  (feet)  COMP
 KG0251  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 KG0251
 KG0251  VERT ORDER  -  SECOND    CLASS 0
 KG0251
 KG0251.The horizontal coordinates were scaled from a topographic map and have
 KG0251.an estimated accuracy of +/- 6 seconds.
 KG0251
 KG0251.The orthometric height was determined by differential leveling
 KG0251.and adjusted by the National Geodetic Survey in June 1991..
 KG0251
 KG0251.The geoid height was determined by GEOID03.
 KG0251
 KG0251.The dynamic height is computed by dividing the NAVD 88
 KG0251.geopotential number by the normal gravity value computed on the
 KG0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0251.degrees latitude (g = 980.6199 gals.).
 KG0251
 KG0251.The modeled gravity was interpolated from observed gravity values.
 KG0251
 KG0251;                    North         East    Units  Estimated Accuracy
 KG0251;SPC KS N     -   149,930.      284,210.      MT  (+/- 180 meters Scaled)
 KG0251
 KG0251                          SUPERSEDED SURVEY CONTROL
 KG0251
 KG0251  NGVD 29 (??/??/92)  549.156  (m)         1801.69   (f) ADJ UNCH    2 0
 KG0251
 KG0251.Superseded values are not recommended for survey control.
 KG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0251.See file dsdata.txt to determine how the superseded data were derived.
 KG0251
 KG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ700918(NAD 83)
 KG0251_MARKER: DB = BENCH MARK DISK
 KG0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0251_STAMPING: K 161 1934
 KG0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0251+STABILITY: SURFACE MOTION
 KG0251
 KG0251  HISTORY     - Date     Condition        Report By
 KG0251  HISTORY     - 1934     MONUMENTED       CGS
 KG0251
 KG0251                          STATION DESCRIPTION
 KG0251
 KG0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0251'2.1 MI W FROM GLADE.
 KG0251'2.1 MILES WEST OF MISSOURI PACIFIC STATION AT GLADE 1 POLE WEST
 KG0251'OF MILEAGE POST 585.25.  20 FEET EAST OF CROSSING AND 15 FEET
 KG0251'SOUTH OF CENTERLINE OF MISSOURI PACIFIC RR. TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0360 ***********************************************************************
 KG0360  DESIGNATION -  K 162
 KG0360  PID         -  KG0360
 KG0360  STATE/COUNTY-  KS/GRAHAM
 KG0360  USGS QUAD   -  PALCO (1969)
 KG0360
 KG0360                         *CURRENT SURVEY CONTROL
 KG0360  ___________________________________________________________________
 KG0360* NAD 83(1986)-  39 19 59.     (N)    099 36 13.     (W)     SCALED    
 KG0360* NAVD 88     -       626.736  (meters)    2056.22   (feet)  ADJUSTED  
 KG0360  ___________________________________________________________________
 KG0360  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 KG0360  DYNAMIC HT  -         626.296 (meters)    2054.77  (feet)  COMP
 KG0360  MODELED GRAV-     979,904.0   (mgal)                       NAVD 88
 KG0360
 KG0360  VERT ORDER  -  SECOND    CLASS 0
 KG0360
 KG0360.The horizontal coordinates were scaled from a topographic map and have
 KG0360.an estimated accuracy of +/- 6 seconds.
 KG0360
 KG0360.The orthometric height was determined by differential leveling
 KG0360.and adjusted by the National Geodetic Survey in June 1991..
 KG0360
 KG0360.The geoid height was determined by GEOID03.
 KG0360
 KG0360.The dynamic height is computed by dividing the NAVD 88
 KG0360.geopotential number by the normal gravity value computed on the
 KG0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0360.degrees latitude (g = 980.6199 gals.).
 KG0360
 KG0360.The modeled gravity was interpolated from observed gravity values.
 KG0360
 KG0360;                    North         East    Units  Estimated Accuracy
 KG0360;SPC KS N     -   112,210.      261,750.      MT  (+/- 180 meters Scaled)
 KG0360
 KG0360                          SUPERSEDED SURVEY CONTROL
 KG0360
 KG0360  NGVD 29 (??/??/92)  626.503  (m)         2055.45   (f) ADJ UNCH    2 0
 KG0360
 KG0360.Superseded values are not recommended for survey control.
 KG0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0360.See file dsdata.txt to determine how the superseded data were derived.
 KG0360
 KG0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ479539(NAD 83)
 KG0360_MARKER: DB = BENCH MARK DISK
 KG0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0360_STAMPING: K 162 1934
 KG0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0360+STABILITY: SURFACE MOTION
 KG0360
 KG0360  HISTORY     - Date     Condition        Report By
 KG0360  HISTORY     - 1934     MONUMENTED       CGS
 KG0360  HISTORY     - 1949     MARK NOT FOUND   NGS
 KG0360  HISTORY     - 1968     MARK NOT FOUND   USGS
 KG0360
 KG0360                          STATION DESCRIPTION
 KG0360
 KG0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KG0360'1.7 MI NW FROM DAMAR.
 KG0360'IN GRAHAM COUNTY, 1.7 MILES NORTHWEST ALONG THE UNION PACIFIC
 KG0360'RAILROAD FROM THE STATION AT DAMAR, ROOKS COUNTY, AT THE EAST
 KG0360'END OF A FILL, 100 FEET WEST OF A CUT, AT A ROAD CROSSING, 21
 KG0360'FEET EAST OF THE CENTERLINE OF THE ROAD, AND 60 FEET SOUTH OF THE
 KG0360'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K 162 1934 AND
 KG0360'SET IN THE TOP OF A CONCRETE POST.
 KG0360
 KG0360                          STATION RECOVERY (1968)
 KG0360
 KG0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KG0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0214 ***********************************************************************
 KG0214  DESIGNATION -  K 163
 KG0214  PID         -  KG0214
 KG0214  STATE/COUNTY-  KS/OSBORNE
 KG0214  USGS QUAD   -  DOWNS NORTH (1980)
 KG0214
 KG0214                         *CURRENT SURVEY CONTROL
 KG0214  ___________________________________________________________________
 KG0214* NAD 83(1986)-  39 30 09.     (N)    098 32 40.     (W)     SCALED    
 KG0214* NAVD 88     -       452.574  (meters)    1484.82   (feet)  ADJUSTED  
 KG0214  ___________________________________________________________________
 KG0214  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 KG0214  DYNAMIC HT  -         452.285 (meters)    1483.87  (feet)  COMP
 KG0214  MODELED GRAV-     979,973.0   (mgal)                       NAVD 88
 KG0214
 KG0214  VERT ORDER  -  SECOND    CLASS 0
 KG0214
 KG0214.The horizontal coordinates were scaled from a topographic map and have
 KG0214.an estimated accuracy of +/- 6 seconds.
 KG0214
 KG0214.The orthometric height was determined by differential leveling
 KG0214.and adjusted by the National Geodetic Survey in June 1991..
 KG0214
 KG0214.The geoid height was determined by GEOID03.
 KG0214
 KG0214.The dynamic height is computed by dividing the NAVD 88
 KG0214.geopotential number by the normal gravity value computed on the
 KG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0214.degrees latitude (g = 980.6199 gals.).
 KG0214
 KG0214.The modeled gravity was interpolated from observed gravity values.
 KG0214
 KG0214;                    North         East    Units  Estimated Accuracy
 KG0214;SPC KS N     -   129,930.      353,170.      MT  (+/- 180 meters Scaled)
 KG0214
 KG0214                          SUPERSEDED SURVEY CONTROL
 KG0214
 KG0214  NGVD 29 (??/??/92)  452.389  (m)         1484.21   (f) ADJ UNCH    2 0
 KG0214
 KG0214.Superseded values are not recommended for survey control.
 KG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0214.See file dsdata.txt to determine how the superseded data were derived.
 KG0214
 KG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ391726(NAD 83)
 KG0214_MARKER: DB = BENCH MARK DISK
 KG0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0214_STAMPING: K 163 1934
 KG0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0214+STABILITY: SURFACE MOTION
 KG0214
 KG0214  HISTORY     - Date     Condition        Report By
 KG0214  HISTORY     - 1934     MONUMENTED       CGS
 KG0214
 KG0214                          STATION DESCRIPTION
 KG0214
 KG0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0214'AT DOWNS.
 KG0214'AT DOWNS, OSBORNE COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 KG0214'700 FEET WEST OF THE STATION, 120 FEET WEST OF THE WATER TANK,
 KG0214'AT A ROAD CROSSING, 23 FEET WEST OF THE ROAD, AND 23 FEET NORTH
 KG0214'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED K
 KG0214'163 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0321 ***********************************************************************
 JG0321  DESIGNATION -  K 164
 JG0321  PID         -  JG0321
 JG0321  STATE/COUNTY-  KS/ELLIS
 JG0321  USGS QUAD   -  WALKER (1974)
 JG0321
 JG0321                         *CURRENT SURVEY CONTROL
 JG0321  ___________________________________________________________________
 JG0321* NAD 83(1986)-  38 52 01.     (N)    099 04 32.     (W)     SCALED    
 JG0321* NAVD 88     -       592.270  (meters)    1943.14   (feet)  ADJUSTED  
 JG0321  ___________________________________________________________________
 JG0321  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0321  DYNAMIC HT  -         591.842 (meters)    1941.73  (feet)  COMP
 JG0321  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 JG0321
 JG0321  VERT ORDER  -  FIRST     CLASS II
 JG0321
 JG0321.The horizontal coordinates were scaled from a topographic map and have
 JG0321.an estimated accuracy of +/- 6 seconds.
 JG0321
 JG0321.The orthometric height was determined by differential leveling
 JG0321.and adjusted by the National Geodetic Survey in June 1991..
 JG0321.WARNING-Repeat measurements at this control monument indicate possible
 JG0321.vertical movement.
 JG0321
 JG0321.The geoid height was determined by GEOID03.
 JG0321
 JG0321.The dynamic height is computed by dividing the NAVD 88
 JG0321.geopotential number by the normal gravity value computed on the
 JG0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0321.degrees latitude (g = 980.6199 gals.).
 JG0321
 JG0321.The modeled gravity was interpolated from observed gravity values.
 JG0321
 JG0321;                    North         East    Units  Estimated Accuracy
 JG0321;SPC KS N     -    59,790.      306,660.      MT  (+/- 180 meters Scaled)
 JG0321
 JG0321                          SUPERSEDED SURVEY CONTROL
 JG0321
 JG0321  NGVD 29 (??/??/92)  592.032  (m)         1942.36   (f) ADJ UNCH    1 2
 JG0321
 JG0321.Superseded values are not recommended for survey control.
 JG0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0321.See file dsdata.txt to determine how the superseded data were derived.
 JG0321
 JG0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ934020(NAD 83)
 JG0321_MARKER: DB = BENCH MARK DISK
 JG0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0321_STAMPING: K 164 1934
 JG0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0321+STABILITY: SURFACE MOTION
 JG0321
 JG0321  HISTORY     - Date     Condition        Report By
 JG0321  HISTORY     - 1934     MONUMENTED       CGS
 JG0321  HISTORY     - 1953     GOOD             NGS
 JG0321
 JG0321                          STATION DESCRIPTION
 JG0321
 JG0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0321'AT WALKER.
 JG0321'AT WALKER, 111 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE POST
 JG0321'OFFICE, 300 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE UNION
 JG0321'PACIFIC RAILROAD, 62 FEET SOUTHEAST OF THE CENTER LINE OF U.S.
 JG0321'HIGHWAY 40, 14 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 JG0321'DRIVEWAY, 15 FEET NORTH OF A FENCE CORNER, 1.5 FEET WEST OF A WITNESS
 JG0321'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 JG0321'ABOVE THE GROUND, 0.3 MILE SOUTH OF TRIANGULATION STATION WALKER
 JG0321'1950, THE POST HAS BEEN CHIPPED ON ONE SIDE BUT IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0114 ***********************************************************************
 KG0114  DESIGNATION -  K 165 RESET
 KG0114  PID         -  KG0114
 KG0114  STATE/COUNTY-  KS/OSBORNE
 KG0114  USGS QUAD   -  OSBORNE SW (1978)
 KG0114
 KG0114                         *CURRENT SURVEY CONTROL
 KG0114  ___________________________________________________________________
 KG0114* NAD 83(1986)-  39 19 41.     (N)    098 41 40.     (W)     SCALED    
 KG0114* NAVD 88     -       532.57   (meters)    1747.3    (feet)  RESET     
 KG0114  ___________________________________________________________________
 KG0114  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 KG0114
 KG0114  VERT ORDER  -  THIRD
 KG0114
 KG0114.The horizontal coordinates were scaled from a topographic map and have
 KG0114.an estimated accuracy of +/- 6 seconds.
 KG0114
 KG0114.The orthometric height was computed from unverified reset data.
 KG0114
 KG0114.The geoid height was determined by GEOID03.
 KG0114
 KG0114;                    North         East    Units  Estimated Accuracy
 KG0114;SPC KS N     -   110,660.      340,130.      MT  (+/- 180 meters Scaled)
 KG0114
 KG0114                          SUPERSEDED SURVEY CONTROL
 KG0114
 KG0114.No superseded survey control is available for this station.
 KG0114
 KG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ263532(NAD 83)
 KG0114_MARKER: DB = BENCH MARK DISK
 KG0114_SETTING: 0 = UNSPECIFIED SETTING
 KG0114_STAMPING: K 165 RESET 1941
 KG0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0114
 KG0114  HISTORY     - Date     Condition        Report By
 KG0114  HISTORY     - 1941     MONUMENTED       CGS
 KG0114  HISTORY     - 1949     GOOD             NGS
 KG0114  HISTORY     - 1949     GOOD             NGS
 KG0114  HISTORY     - 1975     POOR             USGS
 KG0114
 KG0114                          STATION DESCRIPTION
 KG0114
 KG0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KG0114'7.8 MI S FROM OSBORNE.
 KG0114'LOCATED ABOUT 7.8 MILES SOUTH OF OSBORNE ON U.S. HIGHWAY 281, 76
 KG0114'FEET EAST OF CENTERLINE OF HIGHWAY AND ABOUT 0.2 MILE NORTH OF A
 KG0114'SMALL HOUSE AND BARN.
 KG0114
 KG0114                          STATION RECOVERY (1949)
 KG0114
 KG0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 KG0114'RECOVERED IN GOOD CONDITION.
 KG0114
 KG0114                          STATION RECOVERY (1975)
 KG0114
 KG0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KG0114'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0454 ***********************************************************************
 KF0454  DESIGNATION -  K 166
 KF0454  PID         -  KF0454
 KF0454  STATE/COUNTY-  KS/MITCHELL
 KF0454  USGS QUAD   -  SIMPSON (1979)
 KF0454
 KF0454                         *CURRENT SURVEY CONTROL
 KF0454  ___________________________________________________________________
 KF0454* NAD 83(1986)-  39 24 20.     (N)    097 58 36.     (W)     SCALED    
 KF0454* NAVD 88     -       410.256  (meters)    1345.98   (feet)  ADJUSTED  
 KF0454  ___________________________________________________________________
 KF0454  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 KF0454  DYNAMIC HT  -         409.994 (meters)    1345.12  (feet)  COMP
 KF0454  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 KF0454
 KF0454  VERT ORDER  -  SECOND    CLASS 0
 KF0454
 KF0454.The horizontal coordinates were scaled from a topographic map and have
 KF0454.an estimated accuracy of +/- 6 seconds.
 KF0454
 KF0454.The orthometric height was determined by differential leveling
 KF0454.and adjusted by the National Geodetic Survey in June 1991..
 KF0454
 KF0454.The geoid height was determined by GEOID03.
 KF0454
 KF0454.The dynamic height is computed by dividing the NAVD 88
 KF0454.geopotential number by the normal gravity value computed on the
 KF0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0454.degrees latitude (g = 980.6199 gals.).
 KF0454
 KF0454.The modeled gravity was interpolated from observed gravity values.
 KF0454
 KF0454;                    North         East    Units  Estimated Accuracy
 KF0454;SPC KS N     -   119,030.      402,010.      MT  (+/- 180 meters Scaled)
 KF0454
 KF0454                          SUPERSEDED SURVEY CONTROL
 KF0454
 KF0454  NGVD 29 (??/??/92)  410.109  (m)         1345.50   (f) ADJ UNCH    2 0
 KF0454
 KF0454.Superseded values are not recommended for survey control.
 KF0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0454.See file dsdata.txt to determine how the superseded data were derived.
 KF0454
 KF0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ881622(NAD 83)
 KF0454_MARKER: DB = BENCH MARK DISK
 KF0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0454_STAMPING: K 166 1934
 KF0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0454+STABILITY: SURFACE MOTION
 KF0454
 KF0454  HISTORY     - Date     Condition        Report By
 KF0454  HISTORY     - 1934     MONUMENTED       CGS
 KF0454  HISTORY     - 1941     GOOD             NGS
 KF0454
 KF0454                          STATION DESCRIPTION
 KF0454
 KF0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KF0454'AT ASHERVILLE.
 KF0454'AT ASHERVILLE, MITCHELL COUNTY, ON THE UNION PACIFIC RAILROAD,
 KF0454'5 POLES EAST OF THE STATION, AT MILEAGE 49.60, AT A ROAD
 KF0454'CROSSING, 40 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 25
 KF0454'FEET WEST OF THE ROAD, AND 5 FEET SOUTH OF A FENCE CORNER.  A
 KF0454'STANDARD DISK, STAMPED K 166 1934 AND SET IN THE TOP OF A CONCRETE
 KF0454'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1107 ***********************************************************************
 JF1107  DESIGNATION -  K 167 RESET
 JF1107  PID         -  JF1107
 JF1107  STATE/COUNTY-  KS/SALINE
 JF1107  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1107
 JF1107                         *CURRENT SURVEY CONTROL
 JF1107  ___________________________________________________________________
 JF1107* NAD 83(1986)-  38 54 25.     (N)    097 36 43.     (W)     SCALED    
 JF1107* NAVD 88     -       374.07   (meters)    1227.3    (feet)  RESET     
 JF1107  ___________________________________________________________________
 JF1107  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 JF1107
 JF1107  VERT ORDER  -  THIRD
 JF1107
 JF1107.The horizontal coordinates were scaled from a topographic map and have
 JF1107.an estimated accuracy of +/- 6 seconds.
 JF1107
 JF1107.The orthometric height was computed from unverified reset data.
 JF1107.No vertical observational check was made to the station.
 JF1107
 JF1107.The geoid height was determined by GEOID03.
 JF1107
 JF1107;                    North         East    Units  Estimated Accuracy
 JF1107;SPC KS N     -    63,750.      433,660.      MT  (+/- 180 meters Scaled)
 JF1107
 JF1107                          SUPERSEDED SURVEY CONTROL
 JF1107
 JF1107  NGVD 29 (??/??/??)  373.98   (m)         1227.0    (f) RESET       3  
 JF1107
 JF1107.Superseded values are not recommended for survey control.
 JF1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1107.See file dsdata.txt to determine how the superseded data were derived.
 JF1107
 JF1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ203073(NAD 83)
 JF1107_MARKER: DB = BENCH MARK DISK
 JF1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1107_SP_SET: ABUTMENT
 JF1107_STAMPING: K 167 RESET 1946
 JF1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1107
 JF1107  HISTORY     - Date     Condition        Report By
 JF1107  HISTORY     - 1946     MONUMENTED       CGS
 JF1107  HISTORY     - 1947     GOOD             NGS
 JF1107  HISTORY     - 1958     GOOD             NGS
 JF1107  HISTORY     - 1983     GOOD             DMA
 JF1107
 JF1107                          STATION DESCRIPTION
 JF1107
 JF1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF1107'3.5 MI N FROM SALINA.
 JF1107'3.5 MILES NORTH ALONG THE NEW U.S. HIGHWAY NO. 81 FROM THE
 JF1107'JUNCTION OF U.S. HIGHWAY NO. 40 AND U.S. HIGHWAY NO. 81 AT THE
 JF1107'NORTHWESTERN PART OF SALINA, AT THE JUNCTION OF A DIRT ROAD
 JF1107'LEADING EAST, 51.3 FEET EAST OF THE CENTER OF THE HIGHWAY, 14.6
 JF1107'FEET SOUTH OF THE CENTER OF THE ROAD LEADING EAST, SET IN THE
 JF1107'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A CONCRETE
 JF1107'BRIDGE OVER THE HIGHWAY DITCH AND FOR THE ROAD LEADING EAST,
 JF1107'ABOUT THE SAME ELEVATION AS THE ROAD AND THE HIGHWAY.
 JF1107
 JF1107                          STATION RECOVERY (1958)
 JF1107
 JF1107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JF1107'RECOVERED IN GOOD CONDITION.
 JF1107
 JF1107                          STATION RECOVERY (1983)
 JF1107
 JF1107'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983
 JF1107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0012 ***********************************************************************
 JG0012  DESIGNATION -  K 168
 JG0012  PID         -  JG0012
 JG0012  STATE/COUNTY-  KS/ELLSWORTH
 JG0012  USGS QUAD   -  ELLSWORTH (1979)
 JG0012
 JG0012                         *CURRENT SURVEY CONTROL
 JG0012  ___________________________________________________________________
 JG0012* NAD 83(1986)-  38 43 37.     (N)    098 13 50.     (W)     SCALED    
 JG0012* NAVD 88     -       468.979  (meters)    1538.64   (feet)  ADJUSTED  
 JG0012  ___________________________________________________________________
 JG0012  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 JG0012  DYNAMIC HT  -         468.650 (meters)    1537.56  (feet)  COMP
 JG0012  MODELED GRAV-     979,912.9   (mgal)                       NAVD 88
 JG0012
 JG0012  VERT ORDER  -  FIRST     CLASS II
 JG0012
 JG0012.The horizontal coordinates were scaled from a topographic map and have
 JG0012.an estimated accuracy of +/- 6 seconds.
 JG0012
 JG0012.The orthometric height was determined by differential leveling
 JG0012.and adjusted by the National Geodetic Survey in June 1991..
 JG0012
 JG0012.The geoid height was determined by GEOID03.
 JG0012
 JG0012.The dynamic height is computed by dividing the NAVD 88
 JG0012.geopotential number by the normal gravity value computed on the
 JG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0012.degrees latitude (g = 980.6199 gals.).
 JG0012
 JG0012.The modeled gravity was interpolated from observed gravity values.
 JG0012
 JG0012;                    North         East    Units  Estimated Accuracy
 JG0012;SPC KS N     -    43,720.      379,950.      MT  (+/- 180 meters Scaled)
 JG0012
 JG0012                          SUPERSEDED SURVEY CONTROL
 JG0012
 JG0012  NGVD 29 (??/??/92)  468.830  (m)         1538.15   (f) ADJ UNCH    1 2
 JG0012
 JG0012.Superseded values are not recommended for survey control.
 JG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0012.See file dsdata.txt to determine how the superseded data were derived.
 JG0012
 JG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH668867(NAD 83)
 JG0012_MARKER: DB = BENCH MARK DISK
 JG0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0012_STAMPING: K 168 1934
 JG0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0012+STABILITY: SURFACE MOTION
 JG0012
 JG0012  HISTORY     - Date     Condition        Report By
 JG0012  HISTORY     - 1934     MONUMENTED       CGS
 JG0012  HISTORY     - 1977     GOOD             LOCENG
 JG0012
 JG0012                          STATION DESCRIPTION
 JG0012
 JG0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0012'AT ELLSWORTH.
 JG0012'AT ELLSWORTH, ELLSWORTH COUNTY, 70 FEET SOUTHWEST OF THE UNION
 JG0012'PACIFIC RAILROAD STATION TICKET-OFFICE WINDOW, 60 FEET SOUTHWEST
 JG0012'OF THE CENTER LINE OF THE MAIN TRACK, AND 4 FEET NORTH-WEST OF A POLE.
 JG0012'A STANDARD DISK, STAMPED K 168 1934 AND SET IN THE TOP OF A CONCRETE
 JG0012'POST.
 JG0012
 JG0012                          STATION RECOVERY (1977)
 JG0012
 JG0012'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 JG0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0163 ***********************************************************************
 KG0163  DESIGNATION -  K 169
 KG0163  PID         -  KG0163
 KG0163  STATE/COUNTY-  KS/SMITH
 KG0163  USGS QUAD   -  GAYLORD (1973)
 KG0163
 KG0163                         *CURRENT SURVEY CONTROL
 KG0163  ___________________________________________________________________
 KG0163* NAD 83(1986)-  39 41 32.     (N)    098 47 06.     (W)     SCALED    
 KG0163* NAVD 88     -       521.977  (meters)    1712.52   (feet)  ADJUSTED  
 KG0163  ___________________________________________________________________
 KG0163  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 KG0163  DYNAMIC HT  -         521.643 (meters)    1711.42  (feet)  COMP
 KG0163  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 KG0163
 KG0163  VERT ORDER  -  SECOND    CLASS 0
 KG0163
 KG0163.The horizontal coordinates were scaled from a topographic map and have
 KG0163.an estimated accuracy of +/- 6 seconds.
 KG0163
 KG0163.The orthometric height was determined by differential leveling
 KG0163.and adjusted by the National Geodetic Survey in June 1991..
 KG0163
 KG0163.The geoid height was determined by GEOID03.
 KG0163
 KG0163.The dynamic height is computed by dividing the NAVD 88
 KG0163.geopotential number by the normal gravity value computed on the
 KG0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0163.degrees latitude (g = 980.6199 gals.).
 KG0163
 KG0163.The modeled gravity was interpolated from observed gravity values.
 KG0163
 KG0163;                    North         East    Units  Estimated Accuracy
 KG0163;SPC KS N     -   151,150.      332,670.      MT  (+/- 180 meters Scaled)
 KG0163
 KG0163                          SUPERSEDED SURVEY CONTROL
 KG0163
 KG0163  NGVD 29 (??/??/92)  521.767  (m)         1711.83   (f) ADJ UNCH    2 0
 KG0163
 KG0163.Superseded values are not recommended for survey control.
 KG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0163.See file dsdata.txt to determine how the superseded data were derived.
 KG0163
 KG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ184936(NAD 83)
 KG0163_MARKER: DB = BENCH MARK DISK
 KG0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0163_STAMPING: K 169 1934
 KG0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0163+STABILITY: SURFACE MOTION
 KG0163
 KG0163  HISTORY     - Date     Condition        Report By
 KG0163  HISTORY     - 1934     MONUMENTED       CGS
 KG0163  HISTORY     - 1973     GOOD             NGS
 KG0163  HISTORY     - 1973     MARK NOT FOUND   NGS
 KG0163
 KG0163                          STATION DESCRIPTION
 KG0163
 KG0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KG0163'5.7 MI S FROM SMITH CENTER.
 KG0163'5.7 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE CHICAGO, ROCK
 KG0163'ISLAND, AND PACIFIC RAILROAD CROSSING IN SMITH CENTER OR 6.4
 KG0163'MILES NORTH ALONG U.S. HIGHWAY 281 FROM HARLAN, 3.6 MILES NORTH
 KG0163'OF THE JUNCTION OF U.S. HIGHWAY 281 AND STATE HIGHWAY 9, AND 1.1
 KG0163'MILES NORTH OF TRIANGULATION STATION BANNER 2 1961, SMITH COUNTY,
 KG0163'AT THE TOP OF A SMALL HILL, 44 FEET NORTH OF THE CENTER OF A FIELD
 KG0163'ENTRANCE, 33 FEET EAST OF THE CENTER OF THE OLD HIGHWAY, 27 FEET
 KG0163'NORTH OF A POWER POLE, AND 1 FOOT SOUTH OF A STEEL POST.  A
 KG0163'STATE SURVEY STANDARD DISK, STAMPED K 169 1934 AND SET IN THE
 KG0163'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
 KG0163
 KG0163                          STATION RECOVERY (1973)
 KG0163
 KG0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KG0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0422 ***********************************************************************
 HE0422  DESIGNATION -  K 17
 HE0422  PID         -  HE0422
 HE0422  STATE/COUNTY-  KS/LABETTE
 HE0422  USGS QUAD   -  MOUND VALLEY (1974)
 HE0422
 HE0422                         *CURRENT SURVEY CONTROL
 HE0422  ___________________________________________________________________
 HE0422* NAD 83(1986)-  37 10 14.     (N)    095 24 32.     (W)     SCALED    
 HE0422* NAVD 88     -       245.462  (meters)     805.32   (feet)  ADJUSTED  
 HE0422  ___________________________________________________________________
 HE0422  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HE0422  DYNAMIC HT  -         245.266 (meters)     804.68  (feet)  COMP
 HE0422  MODELED GRAV-     979,827.3   (mgal)                       NAVD 88
 HE0422
 HE0422  VERT ORDER  -  FIRST     CLASS II
 HE0422
 HE0422.The horizontal coordinates were scaled from a topographic map and have
 HE0422.an estimated accuracy of +/- 6 seconds.
 HE0422
 HE0422.The orthometric height was determined by differential leveling
 HE0422.and adjusted by the National Geodetic Survey in June 1991..
 HE0422
 HE0422.The geoid height was determined by GEOID03.
 HE0422
 HE0422.The dynamic height is computed by dividing the NAVD 88
 HE0422.geopotential number by the normal gravity value computed on the
 HE0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0422.degrees latitude (g = 980.6199 gals.).
 HE0422
 HE0422.The modeled gravity was interpolated from observed gravity values.
 HE0422
 HE0422;                    North         East    Units  Estimated Accuracy
 HE0422;SPC KS S     -   460,480.      674,480.      MT  (+/- 180 meters Scaled)
 HE0422
 HE0422                          SUPERSEDED SURVEY CONTROL
 HE0422
 HE0422  NGVD 29 (??/??/92)  245.331  (m)          804.89   (f) ADJ UNCH    1 2
 HE0422
 HE0422.Superseded values are not recommended for survey control.
 HE0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0422.See file dsdata.txt to determine how the superseded data were derived.
 HE0422
 HE0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB861165(NAD 83)
 HE0422_MARKER: DB = BENCH MARK DISK
 HE0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0422_STAMPING: K 17 1933
 HE0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0422+STABILITY: SURFACE MOTION
 HE0422
 HE0422  HISTORY     - Date     Condition        Report By
 HE0422  HISTORY     - 1933     MONUMENTED       CGS
 HE0422
 HE0422                          STATION DESCRIPTION
 HE0422
 HE0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0422'2.8 MI S FROM MOUNT VALLEY.
 HE0422'ABOUT 2.8 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0422'FROM MOUND VALLEY, LABETTE COUNTY, ABOUT 7-1/4 POLES NORTH OF
 HE0422'MILEPOST 152, AT A CURVE, ABOUT 45 FEET NORTH OF THE TRACK,
 HE0422'AND 1 FOOT INSIDE OF A FENCE LINE.  A STANDARD DISK, STAMPED
 HE0422'K 17 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1238 ***********************************************************************
 HE1238  DESIGNATION -  K 17 RESET
 HE1238  PID         -  HE1238
 HE1238  STATE/COUNTY-  KS/LABETTE
 HE1238  USGS QUAD   -  MOUND VALLEY (1974)
 HE1238
 HE1238                         *CURRENT SURVEY CONTROL
 HE1238  ___________________________________________________________________
 HE1238* NAD 83(1986)-  37 10 14.     (N)    095 24 32.     (W)     SCALED    
 HE1238* NAVD 88     -       240.76   (meters)     789.9    (feet)  RESET     
 HE1238  ___________________________________________________________________
 HE1238  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HE1238
 HE1238  VERT ORDER  -  THIRD
 HE1238
 HE1238.The horizontal coordinates were scaled from a topographic map and have
 HE1238.an estimated accuracy of +/- 6 seconds.
 HE1238
 HE1238.The orthometric height was computed from unverified reset data.
 HE1238
 HE1238.The geoid height was determined by GEOID03.
 HE1238
 HE1238;                    North         East    Units  Estimated Accuracy
 HE1238;SPC KS S     -   460,480.      674,480.      MT  (+/- 180 meters Scaled)
 HE1238
 HE1238                          SUPERSEDED SURVEY CONTROL
 HE1238
 HE1238  NGVD 29 (03/09/04)  240.63   (m)          789.5    (f) RESET       3  
 HE1238
 HE1238.Superseded values are not recommended for survey control.
 HE1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1238.See file dsdata.txt to determine how the superseded data were derived.
 HE1238
 HE1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB861165(NAD 83)
 HE1238_MARKER: DV = VERTICAL CONTROL DISK
 HE1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1238_SP_SET: CONCRETE POST
 HE1238_STAMPING: K 17 RESET 1980
 HE1238_MARK LOGO: NGS   
 HE1238_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1238+STABILITY: SURFACE MOTION
 HE1238
 HE1238  HISTORY     - Date     Condition        Report By
 HE1238  HISTORY     - 1980     MONUMENTED       NGS
 HE1238
 HE1238                          STATION DESCRIPTION
 HE1238
 HE1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 HE1238'0.85 MILES SOUTH ALONG MAIN STREET AND STATE HIGHWAY 222 FROM THE POST
 HE1238'OFFICE IN MOUND VALLEY, THENCE RIGHT AND WEST ALONG STATE HIGHWAY 96
 HE1238'FOR 0.25 MILE TO A GRAVELED CROSSROAD, THENCE LEFT AND SOUTH ALONG
 HE1238'THE GRAVELED ROAD FOR 1.5 MILES TO THE MARK ON THE LEFT, ABOUT 200
 HE1238'FEET NORTH OF A LOW WATER BRIDGE, 32.0 FEET EAST OF THE CENTERLINE OF
 HE1238'THE ROAD, 3.4 FEET NORTH OF A POWERLINE POLE, AND PROJECTS 4 INCHES
 HE1238'BELOW THE GROUND.  1.3 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0524 ***********************************************************************
 KF0524  DESIGNATION -  K 171
 KF0524  PID         -  KF0524
 KF0524  STATE/COUNTY-  KS/OTTAWA
 KF0524  USGS QUAD   -  GLASCO (1979)
 KF0524
 KF0524                         *CURRENT SURVEY CONTROL
 KF0524  ___________________________________________________________________
 KF0524* NAD 83(1986)-  39 16 28.     (N)    097 46 01.     (W)     SCALED    
 KF0524* NAVD 88     -       398.390  (meters)    1307.05   (feet)  ADJUSTED  
 KF0524  ___________________________________________________________________
 KF0524  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 KF0524  DYNAMIC HT  -         398.139 (meters)    1306.23  (feet)  COMP
 KF0524  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 KF0524
 KF0524  VERT ORDER  -  SECOND    CLASS 0
 KF0524
 KF0524.The horizontal coordinates were scaled from a topographic map and have
 KF0524.an estimated accuracy of +/- 6 seconds.
 KF0524
 KF0524.The orthometric height was determined by differential leveling
 KF0524.and adjusted by the National Geodetic Survey in June 1991..
 KF0524
 KF0524.The geoid height was determined by GEOID03.
 KF0524
 KF0524.The dynamic height is computed by dividing the NAVD 88
 KF0524.geopotential number by the normal gravity value computed on the
 KF0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0524.degrees latitude (g = 980.6199 gals.).
 KF0524
 KF0524.The modeled gravity was interpolated from observed gravity values.
 KF0524
 KF0524;                    North         East    Units  Estimated Accuracy
 KF0524;SPC KS N     -   104,500.      420,110.      MT  (+/- 180 meters Scaled)
 KF0524
 KF0524                          SUPERSEDED SURVEY CONTROL
 KF0524
 KF0524  NGVD 29 (??/??/92)  398.270  (m)         1306.66   (f) ADJ UNCH    2 0
 KF0524
 KF0524.Superseded values are not recommended for survey control.
 KF0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0524.See file dsdata.txt to determine how the superseded data were derived.
 KF0524
 KF0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ063479(NAD 83)
 KF0524_MARKER: DB = BENCH MARK DISK
 KF0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0524_SP_SET: TOWER BASE
 KF0524_STAMPING: K 171 1934
 KF0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0524
 KF0524  HISTORY     - Date     Condition        Report By
 KF0524  HISTORY     - 1934     MONUMENTED       CGS
 KF0524
 KF0524                          STATION DESCRIPTION
 KF0524
 KF0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0524'AT DELPHOS.
 KF0524'AT DELPHOS, OTTAWA COUNTY, AT THE CITY WATER TOWER, AND IN
 KF0524'THE TOP OF THE SOUTHEAST CORNER OF THE CENTRAL CONCRETE BASE.
 KF0524'A STANDARD DISK, STAMPED K 171 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0582 ***********************************************************************
 KF0582  DESIGNATION -  K 172
 KF0582  PID         -  KF0582
 KF0582  STATE/COUNTY-  KS/REPUBLIC
 KF0582  USGS QUAD   -  COURTLAND (1969)
 KF0582
 KF0582                         *CURRENT SURVEY CONTROL
 KF0582  ___________________________________________________________________
 KF0582* NAD 83(1997)-  39 45 18.66398(N)    097 53 12.28740(W)     ADJUSTED  
 KF0582* NAVD 88     -       455.217  (meters)    1493.49   (feet)  ADJUSTED  
 KF0582  ___________________________________________________________________
 KF0582  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 KF0582  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 KF0582  DYNAMIC HT  -         454.945 (meters)    1492.60  (feet)  COMP
 KF0582  MODELED GRAV-     980,014.4   (mgal)                       NAVD 88
 KF0582
 KF0582  HORZ ORDER  -  SECOND
 KF0582  VERT ORDER  -  FIRST     CLASS II
 KF0582
 KF0582.The horizontal coordinates were established by classical geodetic methods
 KF0582.and adjusted by the National Geodetic Survey in October 1998..
 KF0582
 KF0582.The orthometric height was determined by differential leveling
 KF0582.and adjusted by the National Geodetic Survey in June 1991..
 KF0582
 KF0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0582
 KF0582.The geoid height was determined by GEOID03.
 KF0582
 KF0582.The dynamic height is computed by dividing the NAVD 88
 KF0582.geopotential number by the normal gravity value computed on the
 KF0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0582.degrees latitude (g = 980.6199 gals.).
 KF0582
 KF0582.The modeled gravity was interpolated from observed gravity values.
 KF0582
 KF0582;                    North         East     Units Scale Factor Converg.
 KF0582;SPC KS N     -   157,853.002   409,705.556   MT  0.99999555   +0 04 18.0
 KF0582;UTM  14      - 4,401,178.196   595,366.580   MT  0.99971197   +0 42 43.2
 KF0582
 KF0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0582!SPC KS N     -   0.99993275  x   0.99999555  =   0.99992830
 KF0582!UTM  14      -   0.99993275  x   0.99971197  =   0.99964474
 KF0582
 KF0582                          SUPERSEDED SURVEY CONTROL
 KF0582
 KF0582  NAD 83(1997)-  39 45 18.66485(N)    097 53 12.28758(W) AD(       ) 2
 KF0582  NAD 83(1986)-  39 45 18.66935(N)    097 53 12.28751(W) AD(       ) 2
 KF0582  NAD 27      -  39 45 18.63500(N)    097 53 11.12900(W) AD(       ) 2
 KF0582  NGVD 29 (??/??/92)  455.065  (m)         1492.99   (f) ADJ UNCH    1 2
 KF0582
 KF0582.Superseded values are not recommended for survey control.
 KF0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0582.See file dsdata.txt to determine how the superseded data were derived.
 KF0582
 KF0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK9536701178(NAD 83)
 KF0582_MARKER: DB = BENCH MARK DISK
 KF0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0582_STAMPING: K 172 1934
 KF0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0582+STABILITY: SURFACE MOTION
 KF0582
 KF0582  HISTORY     - Date     Condition        Report By
 KF0582  HISTORY     - 1950     MONUMENTED       KSGS
 KF0582  HISTORY     - 1947     GOOD             NGS
 KF0582
 KF0582                          STATION DESCRIPTION
 KF0582
 KF0582'DESCRIBED BY KANSAS GEODETIC SURVEY 1950
 KF0582'BENCH MARK K 172 IS
 KF0582'45 FEET WEST OF THE WEST RAIL OF
 KF0582'THE RAILROAD TRACKS, 21 FEET SOUTH OF THE CENTER OF EAST-WEST
 KF0582'ROAD, 2 FEET EAST OF FENCE CORNER AND 1 FOOT SOUTH OF WITNESS
 KF0582'POST.  IT IS A STATE GEODETIC SURVEY BENCH MARK DISK SET IN THE
 KF0582'TOP OF A 6 BY 6 INCH CONCRETE POST PROJECTING 8 INCHES AND
 KF0582'STAMPED K 172 1934.
 KF0582'
 KF0582'TO REACH THE STATION FROM THE POST OFFICE IN COURTLAND, GO SOUTH
 KF0582'ON MAIN STREET FOR 1.9 MILE TO CROSSROAD.
 KF0582'GO EAST ON GRADED
 KF0582'ROAD FOR 0.45 MILE TO RAILROAD TRACKS AND THE BENCH MARK
 KF0582'K 172 ON THE RIGHT AS DESCRIBED.
 KF0582
 KF0582                          STATION RECOVERY (1947)
 KF0582
 KF0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 KF0582'1.9 MI SE FROM COURTLAND.
 KF0582'1.9 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0582'RAILROAD FROM THE STATION AT COURTLAND, AT A ROAD CROSSING,
 KF0582'5 1/2 POLES SOUTHEAST OF MILEPOST 132, 45.0 FEET SOUTHWEST OF
 KF0582'THE SOUTHWEST RAIL OF THE TRACK, 26.0 FEET SOUTH OF THE CENTER
 KF0582'LINE OF THE ROAD, 2.3 FEET NORTHEAST OF A FENCE CORNER POST,
 KF0582'1.3 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KF0582'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1051 ***********************************************************************
 JF1051  DESIGNATION -  K 173 RESET
 JF1051  PID         -  JF1051
 JF1051  STATE/COUNTY-  KS/SALINE
 JF1051  USGS QUAD   -  TRENTON (1978)
 JF1051
 JF1051                         *CURRENT SURVEY CONTROL
 JF1051  ___________________________________________________________________
 JF1051* NAD 83(1986)-  38 54 08.     (N)    097 40 05.     (W)     SCALED    
 JF1051* NAVD 88     -       375.34   (meters)    1231.4    (feet)  RESET     
 JF1051  ___________________________________________________________________
 JF1051  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 JF1051
 JF1051  VERT ORDER  -  THIRD
 JF1051
 JF1051.The horizontal coordinates were scaled from a topographic map and have
 JF1051.an estimated accuracy of +/- 6 seconds.
 JF1051
 JF1051.The orthometric height was computed from unverified reset data.
 JF1051.No vertical observational check was made to the station.
 JF1051
 JF1051.The geoid height was determined by GEOID03.
 JF1051
 JF1051;                    North         East    Units  Estimated Accuracy
 JF1051;SPC KS N     -    63,210.      428,790.      MT  (+/- 180 meters Scaled)
 JF1051
 JF1051                          SUPERSEDED SURVEY CONTROL
 JF1051
 JF1051  NGVD 29 (??/??/??)  375.24   (m)         1231.1    (f) RESET       3  
 JF1051
 JF1051.Superseded values are not recommended for survey control.
 JF1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1051.See file dsdata.txt to determine how the superseded data were derived.
 JF1051
 JF1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ154067(NAD 83)
 JF1051_MARKER: DB = BENCH MARK DISK
 JF1051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1051_SP_SET: RC BOX
 JF1051_STAMPING: K 173 RESET 1958
 JF1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1051
 JF1051  HISTORY     - Date     Condition        Report By
 JF1051  HISTORY     - 1958     MONUMENTED       KSHC
 JF1051
 JF1051                          STATION DESCRIPTION
 JF1051
 JF1051'DESCRIBED BY KS HIGHWAY COMM 1958
 JF1051'4.8 MI NW FROM SALINA.
 JF1051'4.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1051'STATION AT SALINA, 43.73 FEET SOUTH AND 13 FEET WEST OF SECTION
 JF1051'CORNER OF SECTIONS 20, 21, 28 AND 29, T 13 S, R 3 W, 100 FEET
 JF1051'NORTHEAST OF THE NORTHEAST CORNER OF SHILOH SCHOOL HOUSE, AND
 JF1051'SET IN CENTER OF WEST HUBGUARD OF 2 - 6 FT X 3 FT X 26 FT R.C. BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0081 ***********************************************************************
 HH0081  DESIGNATION -  K 180
 HH0081  PID         -  HH0081
 HH0081  STATE/COUNTY-  KS/CLARK
 HH0081  USGS QUAD   -  PROFFITT LAKE (1972)
 HH0081
 HH0081                         *CURRENT SURVEY CONTROL
 HH0081  ___________________________________________________________________
 HH0081* NAD 83(1986)-  37 14 44.     (N)    100 00 02.     (W)     SCALED    
 HH0081* NAVD 88     -       684.193  (meters)    2244.72   (feet)  ADJUSTED  
 HH0081  ___________________________________________________________________
 HH0081  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 HH0081  DYNAMIC HT  -         683.567 (meters)    2242.67  (feet)  COMP
 HH0081  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 HH0081
 HH0081  VERT ORDER  -  SECOND    CLASS 0
 HH0081
 HH0081.The horizontal coordinates were scaled from a topographic map and have
 HH0081.an estimated accuracy of +/- 6 seconds.
 HH0081
 HH0081.The orthometric height was determined by differential leveling
 HH0081.and adjusted by the National Geodetic Survey in June 1991..
 HH0081
 HH0081.The geoid height was determined by GEOID03.
 HH0081
 HH0081.The dynamic height is computed by dividing the NAVD 88
 HH0081.geopotential number by the normal gravity value computed on the
 HH0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0081.degrees latitude (g = 980.6199 gals.).
 HH0081
 HH0081.The modeled gravity was interpolated from observed gravity values.
 HH0081
 HH0081;                    North         East    Units  Estimated Accuracy
 HH0081;SPC KS S     -   465,320.      266,870.      MT  (+/- 180 meters Scaled)
 HH0081
 HH0081                          SUPERSEDED SURVEY CONTROL
 HH0081
 HH0081  NGVD 29 (??/??/92)  683.874  (m)         2243.68   (f) ADJ UNCH    2 0
 HH0081
 HH0081.Superseded values are not recommended for survey control.
 HH0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0081.See file dsdata.txt to determine how the superseded data were derived.
 HH0081
 HH0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG112225(NAD 83)
 HH0081_MARKER: DB = BENCH MARK DISK
 HH0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0081_STAMPING: K 180 1934
 HH0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0081+STABILITY: SURFACE MOTION
 HH0081
 HH0081  HISTORY     - Date     Condition        Report By
 HH0081  HISTORY     - 1934     MONUMENTED       CGS
 HH0081
 HH0081                          STATION DESCRIPTION
 HH0081
 HH0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0081'14.5 MI S FROM MINNEOLA.
 HH0081'14.5 MILES SOUTH ALONG U.S. HIGHWAYS 283 AND 160 FROM THE HIGH
 HH0081'SCHOOL AT MINNEOLA, CLARK COUNTY, 0.5 MILE SOUTH OF THE FIRST
 HH0081'RIDGE, 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 4
 HH0081'FEET INSIDE THE FENCE LINE.  A STANDARD DISK, STAMPED K 180
 HH0081'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0459 ***********************************************************************
 HG0459  DESIGNATION -  K 181 RESET
 HG0459  PID         -  HG0459
 HG0459  STATE/COUNTY-  KS/KIOWA
 HG0459  USGS QUAD   -  COLDWATER NE (1980)
 HG0459
 HG0459                         *CURRENT SURVEY CONTROL
 HG0459  ___________________________________________________________________
 HG0459* NAD 83(1986)-  37 28 30.     (N)    099 19 14.     (W)     SCALED    
 HG0459* NAVD 88     -       682.39   (meters)    2238.8    (feet)  RESET     
 HG0459  ___________________________________________________________________
 HG0459  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 HG0459
 HG0459  VERT ORDER  -  THIRD
 HG0459
 HG0459.The horizontal coordinates were scaled from a topographic map and have
 HG0459.an estimated accuracy of +/- 6 seconds.
 HG0459
 HG0459.The orthometric height was computed from unverified reset data.
 HG0459
 HG0459.The geoid height was determined by GEOID03.
 HG0459
 HG0459;                    North         East    Units  Estimated Accuracy
 HG0459;SPC KS S     -   490,030.      327,420.      MT  (+/- 180 meters Scaled)
 HG0459
 HG0459                          SUPERSEDED SURVEY CONTROL
 HG0459
 HG0459.No superseded survey control is available for this station.
 HG0459
 HG0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG716476(NAD 83)
 HG0459_MARKER: DB = BENCH MARK DISK
 HG0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0459_STAMPING: K 181 RESET 1965
 HG0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0459+STABILITY: SURFACE MOTION
 HG0459
 HG0459  HISTORY     - Date     Condition        Report By
 HG0459  HISTORY     - 1965     MONUMENTED       CGS
 HG0459  HISTORY     - 1976     GOOD             LOCENG
 HG0459  HISTORY     - 1976     GOOD             LOCENG
 HG0459
 HG0459                          STATION DESCRIPTION
 HG0459
 HG0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HG0459'10.4 MI SW FROM GREENSBURG.
 HG0459'1.5 MILES WEST ON U.S. HIGHWAY 54 FROM GREENSBURG, THEN 8.95
 HG0459'MILES SOUTH ON U.S. HIGHWAY 183, ABOUT 100 FEET WEST OF THE
 HG0459'CENTER LINE OF U.S. HIGHWAY 183, 2 FEET NORTH OF A POWER LINE
 HG0459'POLE, AND 2 FEET SOUTH OF A METAL WITNESS POST.  A STANDARD
 HG0459'DISK STAMPED K 181 RESET 1965, IS SET IN THE TOP OF A ROUND
 HG0459'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 HG0459
 HG0459                          STATION RECOVERY (1976)
 HG0459
 HG0459'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0459'RECOVERED IN GOOD CONDITION.
 HG0459
 HG0459                          STATION RECOVERY (1976)
 HG0459
 HG0459'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0463 ***********************************************************************
 HG0463  DESIGNATION -  K 182
 HG0463  PID         -  HG0463
 HG0463  STATE/COUNTY-  KS/COMANCHE
 HG0463  USGS QUAD   -  PROTECTION (1980)
 HG0463
 HG0463                         *CURRENT SURVEY CONTROL
 HG0463  ___________________________________________________________________
 HG0463* NAD 83(1986)-  37 13 53.     (N)    099 25 07.     (W)     SCALED    
 HG0463* NAVD 88     -       586.711  (meters)    1924.90   (feet)  ADJUSTED  
 HG0463  ___________________________________________________________________
 HG0463  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 HG0463  DYNAMIC HT  -         586.194 (meters)    1923.20  (feet)  COMP
 HG0463  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 HG0463
 HG0463  VERT ORDER  -  SECOND    CLASS 0
 HG0463
 HG0463.The horizontal coordinates were scaled from a topographic map and have
 HG0463.an estimated accuracy of +/- 6 seconds.
 HG0463
 HG0463.The orthometric height was determined by differential leveling
 HG0463.and adjusted by the National Geodetic Survey in June 1991..
 HG0463
 HG0463.The geoid height was determined by GEOID03.
 HG0463
 HG0463.The dynamic height is computed by dividing the NAVD 88
 HG0463.geopotential number by the normal gravity value computed on the
 HG0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0463.degrees latitude (g = 980.6199 gals.).
 HG0463
 HG0463.The modeled gravity was interpolated from observed gravity values.
 HG0463
 HG0463;                    North         East    Units  Estimated Accuracy
 HG0463;SPC KS S     -   463,080.      318,480.      MT  (+/- 180 meters Scaled)
 HG0463
 HG0463                          SUPERSEDED SURVEY CONTROL
 HG0463
 HG0463  NGVD 29 (??/??/92)  586.448  (m)         1924.04   (f) ADJ UNCH    2 0
 HG0463
 HG0463.Superseded values are not recommended for survey control.
 HG0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0463.See file dsdata.txt to determine how the superseded data were derived.
 HG0463
 HG0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG628206(NAD 83)
 HG0463_MARKER: DB = BENCH MARK DISK
 HG0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0463_STAMPING: K 182 1934
 HG0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0463+STABILITY: SURFACE MOTION
 HG0463
 HG0463  HISTORY     - Date     Condition        Report By
 HG0463  HISTORY     - 1934     MONUMENTED       CGS
 HG0463  HISTORY     - 1973     MARK NOT FOUND   USGS
 HG0463
 HG0463                          STATION DESCRIPTION
 HG0463
 HG0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0463'4 MI E FROM PROTECTION.
 HG0463'4.0 MILES EAST OF CITY WATER TOWER AT PROTECTION 195 FEET
 HG0463'NORTHEAST OF 11TH POLE EAST OF MILEPOST 131, 60 FEET NORTH
 HG0463'OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK, 25 FEET
 HG0463'WEST OF SECTION LINE ROAD.
 HG0463
 HG0463                          STATION RECOVERY (1973)
 HG0463
 HG0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HG0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0255 ***********************************************************************
 HG0255  DESIGNATION -  K 183
 HG0255  PID         -  HG0255
 HG0255  STATE/COUNTY-  KS/BARBER
 HG0255  USGS QUAD   -  LAKE CITY (1973)
 HG0255
 HG0255                         *CURRENT SURVEY CONTROL
 HG0255  ___________________________________________________________________
 HG0255* NAD 83(1986)-  37 19 45.     (N)    098 45 10.     (W)     SCALED    
 HG0255* NAVD 88     -       480.394  (meters)    1576.09   (feet)  ADJUSTED  
 HG0255  ___________________________________________________________________
 HG0255  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 HG0255  DYNAMIC HT  -         479.980 (meters)    1574.73  (feet)  COMP
 HG0255  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 HG0255
 HG0255  VERT ORDER  -  SECOND    CLASS 0
 HG0255
 HG0255.The horizontal coordinates were scaled from a topographic map and have
 HG0255.an estimated accuracy of +/- 6 seconds.
 HG0255
 HG0255.The orthometric height was determined by differential leveling
 HG0255.and adjusted by the National Geodetic Survey in June 1991..
 HG0255.WARNING-Repeat measurements at this control monument indicate possible
 HG0255.vertical movement.
 HG0255
 HG0255.The geoid height was determined by GEOID03.
 HG0255
 HG0255.The dynamic height is computed by dividing the NAVD 88
 HG0255.geopotential number by the normal gravity value computed on the
 HG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0255.degrees latitude (g = 980.6199 gals.).
 HG0255
 HG0255.The modeled gravity was interpolated from observed gravity values.
 HG0255
 HG0255;                    North         East    Units  Estimated Accuracy
 HG0255;SPC KS S     -   473,560.      377,600.      MT  (+/- 180 meters Scaled)
 HG0255
 HG0255                          SUPERSEDED SURVEY CONTROL
 HG0255
 HG0255  NGVD 29 (??/??/92)  480.173  (m)         1575.37   (f) ADJ UNCH    2 0
 HG0255
 HG0255.Superseded values are not recommended for survey control.
 HG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0255.See file dsdata.txt to determine how the superseded data were derived.
 HG0255
 HG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG219314(NAD 83)
 HG0255_MARKER: DB = BENCH MARK DISK
 HG0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0255_STAMPING: K 183 1934
 HG0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0255+STABILITY: SURFACE MOTION
 HG0255
 HG0255  HISTORY     - Date     Condition        Report By
 HG0255  HISTORY     - 1934     MONUMENTED       CGS
 HG0255  HISTORY     - 1940     GOOD             NGS
 HG0255
 HG0255                          STATION DESCRIPTION
 HG0255
 HG0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0255'1.4 MI NW FROM FOREST CITY.
 HG0255'1.4 MILE NORTHWEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0255'TOPEKA AND SANTA FE RR.  118 FEET EAST OF NORTHEAST CORNER OF
 HG0255'RAILROAD BRIDGE NO. 29A.  45 FEET SOUTH OF CENTER LINE OF U.S.
 HG0255'NO. 160.  44 FEET NORTH OF CENTER LINE OF TRACK.  5.0 FEET WEST
 HG0255'OF 4X4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.5 FEET.  4.0
 HG0255'FEET SOUTH OF FENCE.  STD. DISK BM IN CONCRETE POST PROJECTING
 HG0255'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0268 ***********************************************************************
 HG0268  DESIGNATION -  K 184 RESET
 HG0268  PID         -  HG0268
 HG0268  STATE/COUNTY-  KS/BARBER
 HG0268  USGS QUAD   -  GERLANE (1973)
 HG0268
 HG0268                         *CURRENT SURVEY CONTROL
 HG0268  ___________________________________________________________________
 HG0268* NAD 83(1986)-  37 14 23.     (N)    098 34 55.     (W)     SCALED    
 HG0268* NAVD 88     -       458.96   (meters)    1505.8    (feet)  RESET     
 HG0268  ___________________________________________________________________
 HG0268  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 HG0268
 HG0268  VERT ORDER  -  THIRD
 HG0268
 HG0268.The horizontal coordinates were scaled from a topographic map and have
 HG0268.an estimated accuracy of +/- 6 seconds.
 HG0268
 HG0268.The orthometric height was computed from unverified reset data.
 HG0268
 HG0268.The geoid height was determined by GEOID03.
 HG0268
 HG0268;                    North         East    Units  Estimated Accuracy
 HG0268;SPC KS S     -   463,600.      392,730.      MT  (+/- 180 meters Scaled)
 HG0268
 HG0268                          SUPERSEDED SURVEY CONTROL
 HG0268
 HG0268.No superseded survey control is available for this station.
 HG0268
 HG0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG370215(NAD 83)
 HG0268_MARKER: DB = BENCH MARK DISK
 HG0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0268_STAMPING: K 184 RESET 1946
 HG0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0268+STABILITY: SURFACE MOTION
 HG0268
 HG0268  HISTORY     - Date     Condition        Report By
 HG0268  HISTORY     - 1946     MONUMENTED       CGS
 HG0268
 HG0268                          STATION DESCRIPTION
 HG0268
 HG0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 HG0268'3.3 MI S FROM MEDICINE LODGE.
 HG0268'ABOUT 3.3 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE LINCOLN
 HG0268'LIBRARY AT MEDICINE LODGE, BARBER COUNTY, AT A SECTION-LINE
 HG0268'ROAD CROSSING, ABOUT 125 FEET FROM THE SOUTHEAST CORNER OF A
 HG0268'CULVERT HEAD WALL, 93 FEET FROM THE NORTHWEST CORNER OF A
 HG0268'SCHOOLHOUSE, AND 58 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 HG0268'A STANDARD DISK, STAMPED K 184 RESET 1946 AND SET IN THE TOP OF A
 HG0268'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0122 ***********************************************************************
 HG0122  DESIGNATION -  K 185
 HG0122  PID         -  HG0122
 HG0122  STATE/COUNTY-  KS/HARPER
 HG0122  USGS QUAD   -  ATTICA (1972)
 HG0122
 HG0122                         *CURRENT SURVEY CONTROL
 HG0122  ___________________________________________________________________
 HG0122* NAD 83(1986)-  37 14 59.     (N)    098 11 10.     (W)     SCALED    
 HG0122* NAVD 88     -       434.335  (meters)    1424.98   (feet)  ADJUSTED  
 HG0122  ___________________________________________________________________
 HG0122  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 HG0122  DYNAMIC HT  -         433.969 (meters)    1423.78  (feet)  COMP
 HG0122  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 HG0122
 HG0122  VERT ORDER  -  SECOND    CLASS 0
 HG0122
 HG0122.The horizontal coordinates were scaled from a topographic map and have
 HG0122.an estimated accuracy of +/- 6 seconds.
 HG0122
 HG0122.The orthometric height was determined by differential leveling
 HG0122.and adjusted by the National Geodetic Survey in June 1991..
 HG0122
 HG0122.The geoid height was determined by GEOID03.
 HG0122
 HG0122.The dynamic height is computed by dividing the NAVD 88
 HG0122.geopotential number by the normal gravity value computed on the
 HG0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0122.degrees latitude (g = 980.6199 gals.).
 HG0122
 HG0122.The modeled gravity was interpolated from observed gravity values.
 HG0122
 HG0122;                    North         East    Units  Estimated Accuracy
 HG0122;SPC KS S     -   464,760.      427,850.      MT  (+/- 180 meters Scaled)
 HG0122
 HG0122                          SUPERSEDED SURVEY CONTROL
 HG0122
 HG0122  NGVD 29 (??/??/92)  434.193  (m)         1424.51   (f) ADJ UNCH    2 0
 HG0122
 HG0122.Superseded values are not recommended for survey control.
 HG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0122.See file dsdata.txt to determine how the superseded data were derived.
 HG0122
 HG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG721228(NAD 83)
 HG0122_MARKER: DB = BENCH MARK DISK
 HG0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0122_STAMPING: K-185 1934
 HG0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0122+STABILITY: SURFACE MOTION
 HG0122
 HG0122  HISTORY     - Date     Condition        Report By
 HG0122  HISTORY     - 1934     MONUMENTED       CGS
 HG0122  HISTORY     - 1972     MARK NOT FOUND   USGS
 HG0122
 HG0122                          STATION DESCRIPTION
 HG0122
 HG0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0122'2.4 MI NE FROM ATTICA.
 HG0122'2.4 MILES NORTHEAST OF ATTICA A.T. AND SF. RR. STATION 400 FEET
 HG0122'SOUTHWEST OF SECTION LINE ROAD AND RAILROAD CROSSING, 100 FEET
 HG0122'NORTH OF 10TH. POLE SOUTHWEST OF MILEPOST 283, 50 FEET NORTH
 HG0122'OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK.
 HG0122
 HG0122                          STATION RECOVERY (1972)
 HG0122
 HG0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HG0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0043 ***********************************************************************
 JH0043  DESIGNATION -  K 190
 JH0043  PID         -  JH0043
 JH0043  STATE/COUNTY-  KS/HODGEMAN
 JH0043  USGS QUAD   -  HORSE THIEF CANYON SW (1974)
 JH0043
 JH0043                         *CURRENT SURVEY CONTROL
 JH0043  ___________________________________________________________________
 JH0043* NAD 83(1986)-  38 03 54.     (N)    100 13 08.     (W)     SCALED    
 JH0043* NAVD 88     -       797.427  (meters)    2616.23   (feet)  ADJUSTED  
 JH0043  ___________________________________________________________________
 JH0043  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 JH0043  DYNAMIC HT  -         796.754 (meters)    2614.02  (feet)  COMP
 JH0043  MODELED GRAV-     979,758.8   (mgal)                       NAVD 88
 JH0043
 JH0043  VERT ORDER  -  SECOND    CLASS 0
 JH0043
 JH0043.The horizontal coordinates were scaled from a topographic map and have
 JH0043.an estimated accuracy of +/- 6 seconds.
 JH0043
 JH0043.The orthometric height was determined by differential leveling
 JH0043.and adjusted by the National Geodetic Survey in June 1991..
 JH0043
 JH0043.The geoid height was determined by GEOID03.
 JH0043
 JH0043.The dynamic height is computed by dividing the NAVD 88
 JH0043.geopotential number by the normal gravity value computed on the
 JH0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0043.degrees latitude (g = 980.6199 gals.).
 JH0043
 JH0043.The modeled gravity was interpolated from observed gravity values.
 JH0043
 JH0043;                    North         East    Units  Estimated Accuracy
 JH0043;SPC KS S     -   556,590.      249,180.      MT  (+/- 180 meters Scaled)
 JH0043
 JH0043                          SUPERSEDED SURVEY CONTROL
 JH0043
 JH0043  NGVD 29 (??/??/92)  797.134  (m)         2615.26   (f) ADJ UNCH    2 0
 JH0043
 JH0043.Superseded values are not recommended for survey control.
 JH0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0043.See file dsdata.txt to determine how the superseded data were derived.
 JH0043
 JH0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH930137(NAD 83)
 JH0043_MARKER: DB = BENCH MARK DISK
 JH0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0043_STAMPING: K-190 1934
 JH0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0043+STABILITY: SURFACE MOTION
 JH0043
 JH0043  HISTORY     - Date     Condition        Report By
 JH0043  HISTORY     - 1934     MONUMENTED       CGS
 JH0043  HISTORY     - 1965     MARK NOT FOUND   USGS
 JH0043
 JH0043                          STATION DESCRIPTION
 JH0043
 JH0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0043'3.8 MI E FROM KALVESTA.
 JH0043'3.8 MILES EAST OF POST OFFICE, AT KALVESTA 61 FEET NORTHWEST OF
 JH0043'THE CENTERLINE OF U.S. HIGHWAY 50-N.  NOTE-- ALSO NOT RECOVERED
 JH0043'IN 1942.
 JH0043
 JH0043                          STATION RECOVERY (1965)
 JH0043
 JH0043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JH0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0195 ***********************************************************************
 HH0195  DESIGNATION -  K 191
 HH0195  PID         -  HH0195
 HH0195  STATE/COUNTY-  KS/HASKELL
 HH0195  USGS QUAD   -  COPELAND (1969)
 HH0195
 HH0195                         *CURRENT SURVEY CONTROL
 HH0195  ___________________________________________________________________
 HH0195* NAD 83(1986)-  37 31 12.     (N)    100 42 48.     (W)     SCALED    
 HH0195* NAVD 88     -       870.939  (meters)    2857.41   (feet)  ADJUSTED  
 HH0195  ___________________________________________________________________
 HH0195  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 HH0195  DYNAMIC HT  -         870.126 (meters)    2854.74  (feet)  COMP
 HH0195  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 HH0195
 HH0195  VERT ORDER  -  SECOND    CLASS 0
 HH0195
 HH0195.The horizontal coordinates were scaled from a topographic map and have
 HH0195.an estimated accuracy of +/- 6 seconds.
 HH0195
 HH0195.The orthometric height was determined by differential leveling
 HH0195.and adjusted by the National Geodetic Survey in June 1991..
 HH0195
 HH0195.The geoid height was determined by GEOID03.
 HH0195
 HH0195.The dynamic height is computed by dividing the NAVD 88
 HH0195.geopotential number by the normal gravity value computed on the
 HH0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0195.degrees latitude (g = 980.6199 gals.).
 HH0195
 HH0195.The modeled gravity was interpolated from observed gravity values.
 HH0195
 HH0195;                    North         East    Units  Estimated Accuracy
 HH0195;SPC KS S     -   497,030.      204,360.      MT  (+/- 180 meters Scaled)
 HH0195
 HH0195                          SUPERSEDED SURVEY CONTROL
 HH0195
 HH0195  NGVD 29 (??/??/92)  870.573  (m)         2856.20   (f) ADJ UNCH    2 0
 HH0195
 HH0195.Superseded values are not recommended for survey control.
 HH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0195.See file dsdata.txt to determine how the superseded data were derived.
 HH0195
 HH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG485539(NAD 83)
 HH0195_MARKER: DB = BENCH MARK DISK
 HH0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0195_STAMPING: K 191 1934
 HH0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0195+STABILITY: SURFACE MOTION
 HH0195
 HH0195  HISTORY     - Date     Condition        Report By
 HH0195  HISTORY     - 1934     MONUMENTED       CGS
 HH0195
 HH0195                          STATION DESCRIPTION
 HH0195
 HH0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0195'4.9 MI SW FROM COPELAND.
 HH0195'IN HASKELL COUNTY, ABOUT 4.9 MILES SOUTHWEST ALONG THE ATCHISON,
 HH0195'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT COPELAND,
 HH0195'GRAY COUNTY, 6 FEET NORTHEAST OF MILEPOST 42, 58 FEET
 HH0195'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 45, 42 FEET
 HH0195'SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND 8 FEET NORTHWEST
 HH0195'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 191
 HH0195'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0537 ***********************************************************************
 HG0537  DESIGNATION -  K 192
 HG0537  PID         -  HG0537
 HG0537  STATE/COUNTY-  KS/FORD
 HG0537  USGS QUAD   -  WRIGHT (1972)
 HG0537
 HG0537                         *CURRENT SURVEY CONTROL
 HG0537  ___________________________________________________________________
 HG0537* NAD 83(1986)-  37 47 17.     (N)    099 52 48.     (W)     SCALED    
 HG0537* NAVD 88     -       770.378  (meters)    2527.48   (feet)  ADJUSTED  
 HG0537  ___________________________________________________________________
 HG0537  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HG0537  DYNAMIC HT  -         769.714 (meters)    2525.30  (feet)  COMP
 HG0537  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 HG0537
 HG0537  VERT ORDER  -  SECOND    CLASS 0
 HG0537
 HG0537.The horizontal coordinates were scaled from a topographic map and have
 HG0537.an estimated accuracy of +/- 6 seconds.
 HG0537
 HG0537.The orthometric height was determined by differential leveling
 HG0537.and adjusted by the National Geodetic Survey in June 1991..
 HG0537
 HG0537.The geoid height was determined by GEOID03.
 HG0537
 HG0537.The dynamic height is computed by dividing the NAVD 88
 HG0537.geopotential number by the normal gravity value computed on the
 HG0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0537.degrees latitude (g = 980.6199 gals.).
 HG0537
 HG0537.The modeled gravity was interpolated from observed gravity values.
 HG0537
 HG0537;                    North         East    Units  Estimated Accuracy
 HG0537;SPC KS S     -   525,360.      278,460.      MT  (+/- 180 meters Scaled)
 HG0537
 HG0537                          SUPERSEDED SURVEY CONTROL
 HG0537
 HG0537  NGVD 29 (??/??/92)  770.054  (m)         2526.42   (f) ADJ UNCH    2 0
 HG0537
 HG0537.Superseded values are not recommended for survey control.
 HG0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0537.See file dsdata.txt to determine how the superseded data were derived.
 HG0537
 HG0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG225826(NAD 83)
 HG0537_MARKER: DB = BENCH MARK DISK
 HG0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0537_STAMPING: K 192 1934
 HG0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0537+STABILITY: SURFACE MOTION
 HG0537
 HG0537  HISTORY     - Date     Condition        Report By
 HG0537  HISTORY     - 1934     MONUMENTED       CGS
 HG0537  HISTORY     - 1956     GOOD             USGS
 HG0537
 HG0537                          STATION DESCRIPTION
 HG0537
 HG0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0537'0.7 MI E FROM WRIGHT.
 HG0537'ABOUT 0.7 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0537'RAILWAY FROM THE STATION AT WRIGHT, FORD COUNTY, 84 FEET NORTHWEST
 HG0537'OF MILEPOST 344, 44 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 HG0537'50 S, AND 39 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK.
 HG0537'A STANDARD DISK, STAMPED K 192 1934 AND SET IN THE TOP OF A
 HG0537'CONCRETE POST.  NOTE-- DISTANCE TO CENTERLINE OF NEW HIGHWAY
 HG0537'50 S IS 86 FEET.
 HG0537
 HG0537                          STATION RECOVERY (1956)
 HG0537
 HG0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HG0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0376 ***********************************************************************
 HG0376  DESIGNATION -  K 193
 HG0376  PID         -  HG0376
 HG0376  STATE/COUNTY-  KS/KIOWA
 HG0376  USGS QUAD   -  GREENSBURG NE (1984)
 HG0376
 HG0376                         *CURRENT SURVEY CONTROL
 HG0376  ___________________________________________________________________
 HG0376* NAD 83(1986)-  37 44 01.     (N)    099 17 48.     (W)     SCALED    
 HG0376* NAVD 88     -       666.335  (meters)    2186.13   (feet)  ADJUSTED  
 HG0376  ___________________________________________________________________
 HG0376  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 HG0376  DYNAMIC HT  -         665.772 (meters)    2184.29  (feet)  COMP
 HG0376  MODELED GRAV-     979,763.9   (mgal)                       NAVD 88
 HG0376
 HG0376  VERT ORDER  -  SECOND    CLASS 0
 HG0376
 HG0376.The horizontal coordinates were scaled from a topographic map and have
 HG0376.an estimated accuracy of +/- 6 seconds.
 HG0376
 HG0376.The orthometric height was determined by differential leveling
 HG0376.and adjusted by the National Geodetic Survey in June 1991..
 HG0376
 HG0376.The geoid height was determined by GEOID03.
 HG0376
 HG0376.The dynamic height is computed by dividing the NAVD 88
 HG0376.geopotential number by the normal gravity value computed on the
 HG0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0376.degrees latitude (g = 980.6199 gals.).
 HG0376
 HG0376.The modeled gravity was interpolated from observed gravity values.
 HG0376
 HG0376;                    North         East    Units  Estimated Accuracy
 HG0376;SPC KS S     -   518,710.      329,780.      MT  (+/- 180 meters Scaled)
 HG0376
 HG0376                          SUPERSEDED SURVEY CONTROL
 HG0376
 HG0376  NGVD 29 (??/??/92)  666.056  (m)         2185.22   (f) ADJ UNCH    2 0
 HG0376
 HG0376.Superseded values are not recommended for survey control.
 HG0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0376.See file dsdata.txt to determine how the superseded data were derived.
 HG0376
 HG0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG738763(NAD 83)
 HG0376_MARKER: DB = BENCH MARK DISK
 HG0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0376_STAMPING: K 193 1934
 HG0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0376+STABILITY: SURFACE MOTION
 HG0376
 HG0376  HISTORY     - Date     Condition        Report By
 HG0376  HISTORY     - 1934     MONUMENTED       CGS
 HG0376  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 HG0376  HISTORY     - 1967     MARK NOT FOUND   USGS
 HG0376
 HG0376                          STATION DESCRIPTION
 HG0376
 HG0376'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 HG0376'8.6 MI N FROM GREENSBURG.
 HG0376'ABOUT 8.6 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE CRI AND P RY.
 HG0376'STATION AT GREENSBURG KIOWA CO., AT THE WEST END OF A LONG CURVE,
 HG0376'42 FEET EAST OF A POLE, 36 FEET SOUTH OF THE CENTER LINE OF THE
 HG0376'HIGHWAY, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK STAMPED
 HG0376'K 193 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STATE
 HG0376'HWY. 1 MENTIONED IS NOW ONLY A SECTION LINE ROAD, THE FENCE IS
 HG0376'NO LONGER EXISTING, AND THE LOCATION IS BEING FARMED.  BENCH MARK
 HG0376'BELIEVED DESTROYED.
 HG0376
 HG0376                          STATION RECOVERY (1967)
 HG0376
 HG0376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HG0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0547 ***********************************************************************
 JG0547  DESIGNATION -  K 194
 JG0547  PID         -  JG0547
 JG0547  STATE/COUNTY-  KS/NESS
 JG0547  USGS QUAD   -  OSGOOD (1980)
 JG0547
 JG0547                         *CURRENT SURVEY CONTROL
 JG0547  ___________________________________________________________________
 JG0547* NAD 83(1986)-  38 39 30.     (N)    099 50 26.     (W)     SCALED    
 JG0547* NAVD 88     -       750.112  (meters)    2460.99   (feet)  ADJUSTED  
 JG0547  ___________________________________________________________________
 JG0547  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 JG0547  DYNAMIC HT  -         749.523 (meters)    2459.06  (feet)  COMP
 JG0547  MODELED GRAV-     979,817.9   (mgal)                       NAVD 88
 JG0547
 JG0547  VERT ORDER  -  SECOND    CLASS 0
 JG0547
 JG0547.The horizontal coordinates were scaled from a topographic map and have
 JG0547.an estimated accuracy of +/- 6 seconds.
 JG0547
 JG0547.The orthometric height was determined by differential leveling
 JG0547.and adjusted by the National Geodetic Survey in June 1991..
 JG0547
 JG0547.The geoid height was determined by GEOID03.
 JG0547
 JG0547.The dynamic height is computed by dividing the NAVD 88
 JG0547.geopotential number by the normal gravity value computed on the
 JG0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0547.degrees latitude (g = 980.6199 gals.).
 JG0547
 JG0547.The modeled gravity was interpolated from observed gravity values.
 JG0547
 JG0547;                    North         East    Units  Estimated Accuracy
 JG0547;SPC KS S     -   621,890.      283,320.      MT  (+/- 180 meters Scaled)
 JG0547
 JG0547                          SUPERSEDED SURVEY CONTROL
 JG0547
 JG0547  NGVD 29 (??/??/92)  749.814  (m)         2460.01   (f) ADJ UNCH    2 0
 JG0547
 JG0547.Superseded values are not recommended for survey control.
 JG0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0547.See file dsdata.txt to determine how the superseded data were derived.
 JG0547
 JG0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH268791(NAD 83)
 JG0547_MARKER: DB = BENCH MARK DISK
 JG0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0547_STAMPING: K 194 1934
 JG0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0547+STABILITY: SURFACE MOTION
 JG0547
 JG0547  HISTORY     - Date     Condition        Report By
 JG0547  HISTORY     - 1934     MONUMENTED       CGS
 JG0547  HISTORY     - 1940     GOOD             NGS
 JG0547
 JG0547                          STATION DESCRIPTION
 JG0547
 JG0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0547'5.8 MI E FROM RANSOM.
 JG0547'5.8 MILES EAST OF THE DEPOT IN RANSOM, BENCH MARK IS ALONG THE
 JG0547'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  88 FEET SOUTH
 JG0547'OF MILEPOST NO. 622.  48 FEET SOUTH OF THE CENTER LINE OF THE
 JG0547'TRACK.  2.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  NO 4 X 4 INCH
 JG0547'WHITE WOODEN POST SET--MILEPOST SERVES AS LANDMARK.  STD. DISK B M
 JG0547'IN CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0286 ***********************************************************************
 JG0286  DESIGNATION -  K 195
 JG0286  PID         -  JG0286
 JG0286  STATE/COUNTY-  KS/RUSH
 JG0286  USGS QUAD   -  OTIS (1965)
 JG0286
 JG0286                         *CURRENT SURVEY CONTROL
 JG0286  ___________________________________________________________________
 JG0286* NAD 83(1986)-  38 31 56.     (N)    099 03 13.     (W)     SCALED    
 JG0286* NAVD 88     -       621.175  (meters)    2037.97   (feet)  ADJUSTED  
 JG0286  ___________________________________________________________________
 JG0286  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 JG0286  DYNAMIC HT  -         620.709 (meters)    2036.44  (feet)  COMP
 JG0286  MODELED GRAV-     979,858.9   (mgal)                       NAVD 88
 JG0286
 JG0286  VERT ORDER  -  SECOND    CLASS 0
 JG0286
 JG0286.The horizontal coordinates were scaled from a topographic map and have
 JG0286.an estimated accuracy of +/- 6 seconds.
 JG0286
 JG0286.The orthometric height was determined by differential leveling
 JG0286.and adjusted by the National Geodetic Survey in June 1991..
 JG0286
 JG0286.The geoid height was determined by GEOID03.
 JG0286
 JG0286.The dynamic height is computed by dividing the NAVD 88
 JG0286.geopotential number by the normal gravity value computed on the
 JG0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0286.degrees latitude (g = 980.6199 gals.).
 JG0286
 JG0286.The modeled gravity was interpolated from observed gravity values.
 JG0286
 JG0286;                    North         East    Units  Estimated Accuracy
 JG0286;SPC KS S     -   607,200.      351,730.      MT  (+/- 180 meters Scaled)
 JG0286
 JG0286                          SUPERSEDED SURVEY CONTROL
 JG0286
 JG0286  NGVD 29 (??/??/92)  620.935  (m)         2037.18   (f) ADJ UNCH    2 0
 JG0286
 JG0286.Superseded values are not recommended for survey control.
 JG0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0286.See file dsdata.txt to determine how the superseded data were derived.
 JG0286
 JG0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH953648(NAD 83)
 JG0286_MARKER: DB = BENCH MARK DISK
 JG0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0286_STAMPING: K 195 1934
 JG0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0286+STABILITY: SURFACE MOTION
 JG0286
 JG0286  HISTORY     - Date     Condition        Report By
 JG0286  HISTORY     - 1934     MONUMENTED       CGS
 JG0286
 JG0286                          STATION DESCRIPTION
 JG0286
 JG0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0286'12.9 MI W FROM BOYD.
 JG0286'IN RUSH COUNTY, 12.9 MILES WEST ALONG THE MISSOURI PACIFIC
 JG0286'RAILROAD FROM THE STATION AT BOYD, BARTON COUNTY, 90 FEET SOUTH
 JG0286'OF THE STATION TICKET-OFFICE WINDOW AT OTIS, RUSH COUNTY, 66
 JG0286'FEET SOUTH OF THE STATION SEMAPHORE, 78 FEET SOUTH OF THE CENTER
 JG0286'LINE OF THE MAIN TRACK, AND 2 FEET WEST OF A POLE.  A STANDARD
 JG0286'DISK, STAMPED K 195 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0411 ***********************************************************************
 JG0411  DESIGNATION -  K 196
 JG0411  PID         -  JG0411
 JG0411  STATE/COUNTY-  KS/RUSH
 JG0411  USGS QUAD   -  LA CROSSE (1983)
 JG0411
 JG0411                         *CURRENT SURVEY CONTROL
 JG0411  ___________________________________________________________________
 JG0411* NAD 83(1986)-  38 36 42.     (N)    099 19 11.     (W)     SCALED    
 JG0411* NAVD 88     -       625.164  (meters)    2051.06   (feet)  ADJUSTED  
 JG0411  ___________________________________________________________________
 JG0411  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0411  DYNAMIC HT  -         624.686 (meters)    2049.49  (feet)  COMP
 JG0411  MODELED GRAV-     979,843.9   (mgal)                       NAVD 88
 JG0411
 JG0411  VERT ORDER  -  SECOND    CLASS 0
 JG0411
 JG0411.The horizontal coordinates were scaled from a topographic map and have
 JG0411.an estimated accuracy of +/- 6 seconds.
 JG0411
 JG0411.The orthometric height was determined by differential leveling
 JG0411.and adjusted by the National Geodetic Survey in June 1991..
 JG0411
 JG0411.The geoid height was determined by GEOID03.
 JG0411
 JG0411.The dynamic height is computed by dividing the NAVD 88
 JG0411.geopotential number by the normal gravity value computed on the
 JG0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0411.degrees latitude (g = 980.6199 gals.).
 JG0411
 JG0411.The modeled gravity was interpolated from observed gravity values.
 JG0411
 JG0411;                    North         East    Units  Estimated Accuracy
 JG0411;SPC KS S     -   616,190.      328,600.      MT  (+/- 180 meters Scaled)
 JG0411
 JG0411                          SUPERSEDED SURVEY CONTROL
 JG0411
 JG0411  NGVD 29 (??/??/92)  624.910  (m)         2050.23   (f) ADJ UNCH    2 0
 JG0411
 JG0411.Superseded values are not recommended for survey control.
 JG0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0411.See file dsdata.txt to determine how the superseded data were derived.
 JG0411
 JG0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH721737(NAD 83)
 JG0411_MARKER: DB = BENCH MARK DISK
 JG0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0411_STAMPING: K 196 1934
 JG0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0411+STABILITY: SURFACE MOTION
 JG0411
 JG0411  HISTORY     - Date     Condition        Report By
 JG0411  HISTORY     - 1934     MONUMENTED       CGS
 JG0411  HISTORY     - 1940     GOOD             NGS
 JG0411
 JG0411                          STATION DESCRIPTION
 JG0411
 JG0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0411'3 MI S FROM LIEBENTHAL.
 JG0411'3.0 MILES SOUTH ALONG HIGHWAY FROM LIEBENTHAL BANK BUILDING.
 JG0411'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY NO. 183
 JG0411'AND STATE HIGHWAY NO. 1.  47 FEET NORTHWEST OF THE CENTER OF
 JG0411'INTERSECTION OF THE HIGHWAY AND DIRT SECTION LINE ROAD.
 JG0411'38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  31 FEET NORTH
 JG0411'OF THE SECTION LINE ROAD.  3.5 FEET NORTHWEEST OF A FENCE CORNER.
 JG0411'3.0 FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING
 JG0411'1.5 FEET.  STD. DISK B.M. IN TOP OF 8 X 8 INCH CONCRETE POST
 JG0411'PROJECTING 1 INCH.  THIS DESCRIPTION SUPERSEDES ALL OTHERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0412 ***********************************************************************
 JG0412  DESIGNATION -  K 196 RESET
 JG0412  PID         -  JG0412
 JG0412  STATE/COUNTY-  KS/RUSH
 JG0412  USGS QUAD   -  LA CROSSE (1983)
 JG0412
 JG0412                         *CURRENT SURVEY CONTROL
 JG0412  ___________________________________________________________________
 JG0412* NAD 83(1986)-  38 36 42.     (N)    099 19 10.     (W)     SCALED    
 JG0412* NAVD 88     -       626.17   (meters)    2054.4    (feet)  RESET     
 JG0412  ___________________________________________________________________
 JG0412  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0412
 JG0412  VERT ORDER  -  THIRD
 JG0412
 JG0412.The horizontal coordinates were scaled from a topographic map and have
 JG0412.an estimated accuracy of +/- 6 seconds.
 JG0412
 JG0412.The orthometric height was computed from unverified reset data.
 JG0412
 JG0412.The geoid height was determined by GEOID03.
 JG0412
 JG0412;                    North         East    Units  Estimated Accuracy
 JG0412;SPC KS S     -   616,190.      328,630.      MT  (+/- 180 meters Scaled)
 JG0412
 JG0412                          SUPERSEDED SURVEY CONTROL
 JG0412
 JG0412.No superseded survey control is available for this station.
 JG0412
 JG0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH721737(NAD 83)
 JG0412_MARKER: DB = BENCH MARK DISK
 JG0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0412_STAMPING: K 196 RESET 1957
 JG0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0412+STABILITY: SURFACE MOTION
 JG0412
 JG0412  HISTORY     - Date     Condition        Report By
 JG0412  HISTORY     - 1957     MONUMENTED       KSHC
 JG0412
 JG0412                          STATION DESCRIPTION
 JG0412
 JG0412'DESCRIBED BY KS HIGHWAY COMM 1957
 JG0412'3 MI S FROM LIEBENTHAL.
 JG0412'3 MILES SOUTH ALONG U.S. HIGHWAY 183 FROM THE LIEBENTHAL BANK
 JG0412'BUILDING AT LIEBENTHAL, 6 FEET WEST OF A POWER POLE, 10 FEET
 JG0412'WEST OF A STONE FENCE POST, 75 FEET WEST OF THE CENTERLINE
 JG0412'OF THE HIGHWAY, 147 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 JG0412'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1095 ***********************************************************************
 JF1095  DESIGNATION -  K 197
 JF1095  PID         -  JF1095
 JF1095  STATE/COUNTY-  KS/MCPHERSON
 JF1095  USGS QUAD   -  MARQUETTE (1979)
 JF1095
 JF1095                         *CURRENT SURVEY CONTROL
 JF1095  ___________________________________________________________________
 JF1095* NAD 83(1986)-  38 32 47.     (N)    097 46 38.     (W)     SCALED    
 JF1095* NAVD 88     -       418.350  (meters)    1372.54   (feet)  ADJUSTED  
 JF1095  ___________________________________________________________________
 JF1095  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 JF1095  DYNAMIC HT  -         418.048 (meters)    1371.55  (feet)  COMP
 JF1095  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 JF1095
 JF1095  VERT ORDER  -  SECOND    CLASS 0
 JF1095
 JF1095.The horizontal coordinates were scaled from a topographic map and have
 JF1095.an estimated accuracy of +/- 6 seconds.
 JF1095
 JF1095.The orthometric height was determined by differential leveling
 JF1095.and adjusted by the National Geodetic Survey in June 1991..
 JF1095
 JF1095.The geoid height was determined by GEOID03.
 JF1095
 JF1095.The dynamic height is computed by dividing the NAVD 88
 JF1095.geopotential number by the normal gravity value computed on the
 JF1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1095.degrees latitude (g = 980.6199 gals.).
 JF1095
 JF1095.The modeled gravity was interpolated from observed gravity values.
 JF1095
 JF1095;                    North         East    Units  Estimated Accuracy
 JF1095;SPC KS S     -   608,870.      463,010.      MT  (+/- 180 meters Scaled)
 JF1095
 JF1095                          SUPERSEDED SURVEY CONTROL
 JF1095
 JF1095  NGVD 29 (??/??/92)  418.210  (m)         1372.08   (f) ADJ UNCH    2 0
 JF1095
 JF1095.Superseded values are not recommended for survey control.
 JF1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1095.See file dsdata.txt to determine how the superseded data were derived.
 JF1095
 JF1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH065671(NAD 83)
 JF1095_MARKER: DB = BENCH MARK DISK
 JF1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1095_STAMPING: K-197 1934
 JF1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1095+STABILITY: SURFACE MOTION
 JF1095
 JF1095  HISTORY     - Date     Condition        Report By
 JF1095  HISTORY     - 1934     MONUMENTED       CGS
 JF1095  HISTORY     - 1942     GOOD             NGS
 JF1095
 JF1095                          STATION DESCRIPTION
 JF1095
 JF1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF1095'6.3 MI W FROM LINDSBORG.
 JF1095'6.3 MILES WEST OF LINDSBORG CRIST MILL AT LINDSBORG, 155 FEET
 JF1095'SOUTHEAST OF MISSOURI PACIFIC DEPOT AT FREEMOUNT.  42 FEET
 JF1095'SOUTH OF CENTERLINE OF TRACK.  2 FEET SOUTH OF TELEGRAPH POLE
 JF1095'502+20.
 JF1095
 JF1095                          STATION RECOVERY (1942)
 JF1095
 JF1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JF1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0072 ***********************************************************************
 HG0072  DESIGNATION -  K 199
 HG0072  PID         -  HG0072
 HG0072  STATE/COUNTY-  KS/RENO
 HG0072  USGS QUAD   -  ARLINGTON (1971)
 HG0072
 HG0072                         *CURRENT SURVEY CONTROL
 HG0072  ___________________________________________________________________
 HG0072* NAD 83(1986)-  37 58 21.     (N)    098 14 02.     (W)     SCALED    
 HG0072* NAVD 88     -       506.663  (meters)    1662.28   (feet)  ADJUSTED  
 HG0072  ___________________________________________________________________
 HG0072  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 HG0072  DYNAMIC HT  -         506.262 (meters)    1660.96  (feet)  COMP
 HG0072  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 HG0072
 HG0072  VERT ORDER  -  SECOND    CLASS 0
 HG0072
 HG0072.The horizontal coordinates were scaled from a topographic map and have
 HG0072.an estimated accuracy of +/- 6 seconds.
 HG0072
 HG0072.The orthometric height was determined by differential leveling
 HG0072.and adjusted by the National Geodetic Survey in June 1991..
 HG0072
 HG0072.The geoid height was determined by GEOID03.
 HG0072
 HG0072.The dynamic height is computed by dividing the NAVD 88
 HG0072.geopotential number by the normal gravity value computed on the
 HG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0072.degrees latitude (g = 980.6199 gals.).
 HG0072
 HG0072.The modeled gravity was interpolated from observed gravity values.
 HG0072
 HG0072;                    North         East    Units  Estimated Accuracy
 HG0072;SPC KS S     -   544,960.      423,380.      MT  (+/- 180 meters Scaled)
 HG0072
 HG0072                          SUPERSEDED SURVEY CONTROL
 HG0072
 HG0072  NGVD 29 (??/??/92)  506.509  (m)         1661.77   (f) ADJ UNCH    2 0
 HG0072
 HG0072.Superseded values are not recommended for survey control.
 HG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0072.See file dsdata.txt to determine how the superseded data were derived.
 HG0072
 HG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH672030(NAD 83)
 HG0072_MARKER: DB = BENCH MARK DISK
 HG0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0072_STAMPING: K 199 1934
 HG0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0072+STABILITY: SURFACE MOTION
 HG0072
 HG0072  HISTORY     - Date     Condition        Report By
 HG0072  HISTORY     - 1934     MONUMENTED       CGS
 HG0072  HISTORY     - 1959     MARK NOT FOUND   USGS
 HG0072
 HG0072                          STATION DESCRIPTION
 HG0072
 HG0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0072'9.7 MI E FROM SYLVIA.
 HG0072'9.7 MILES EAST OF AT AND SF RR DEPOT AT SYLVIA 122 FEET NORTHEAST
 HG0072'OF EIGHTH POLE EAST OF MILE POST 237.  52 FEET NORTH OF CENTERLINE
 HG0072'OF ATCHISON TOPEKA AND SANTA FE RAILROAD.  40 FEET WEST OF
 HG0072'CENTERLINE OF NORTH AND SOUTH SECTION ROAD.
 HG0072
 HG0072                          STATION RECOVERY (1959)
 HG0072
 HG0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HG0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0030 ***********************************************************************
 JH0030  DESIGNATION -  K 20
 JH0030  PID         -  JH0030
 JH0030  STATE/COUNTY-  KS/NESS
 JH0030  USGS QUAD   -  UTICA (1981)
 JH0030
 JH0030                         *CURRENT SURVEY CONTROL
 JH0030  ___________________________________________________________________
 JH0030* NAD 83(1986)-  38 38 23.     (N)    100 12 41.     (W)     SCALED    
 JH0030* NAVD 88     -       812.818  (meters)    2666.72   (feet)  ADJUSTED  
 JH0030  ___________________________________________________________________
 JH0030  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 JH0030  DYNAMIC HT  -         812.164 (meters)    2664.57  (feet)  COMP
 JH0030  MODELED GRAV-     979,796.5   (mgal)                       NAVD 88
 JH0030
 JH0030  VERT ORDER  -  SECOND    CLASS 0
 JH0030
 JH0030.The horizontal coordinates were scaled from a topographic map and have
 JH0030.an estimated accuracy of +/- 6 seconds.
 JH0030
 JH0030.The orthometric height was determined by differential leveling
 JH0030.and adjusted by the National Geodetic Survey in June 1991..
 JH0030
 JH0030.The geoid height was determined by GEOID03.
 JH0030
 JH0030.The dynamic height is computed by dividing the NAVD 88
 JH0030.geopotential number by the normal gravity value computed on the
 JH0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0030.degrees latitude (g = 980.6199 gals.).
 JH0030
 JH0030.The modeled gravity was interpolated from observed gravity values.
 JH0030
 JH0030;                    North         East    Units  Estimated Accuracy
 JH0030;SPC KS S     -   620,360.      251,010.      MT  (+/- 180 meters Scaled)
 JH0030
 JH0030                          SUPERSEDED SURVEY CONTROL
 JH0030
 JH0030  NGVD 29 (??/??/92)  812.517  (m)         2665.73   (f) ADJ UNCH    2 0
 JH0030
 JH0030.Superseded values are not recommended for survey control.
 JH0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0030.See file dsdata.txt to determine how the superseded data were derived.
 JH0030
 JH0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH945774(NAD 83)
 JH0030_MARKER: DB = BENCH MARK DISK
 JH0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0030_STAMPING: K 20 1934
 JH0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0030+STABILITY: SURFACE MOTION
 JH0030
 JH0030  HISTORY     - Date     Condition        Report By
 JH0030  HISTORY     - 1934     MONUMENTED       CGS
 JH0030  HISTORY     - 1973     GOOD             USGS
 JH0030
 JH0030                          STATION DESCRIPTION
 JH0030
 JH0030'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JH0030'2 MI W FROM UTICA.
 JH0030'UTICA, ABOUT 2.0 MI. W. OF, NEAR COR SEC. 20, 21, 28 AND 29, T.
 JH0030'16 S., R. 26 W., 35 FT. E. AND 45 FT. S. OF N-S RD. AT E-W R.R.
 JH0030'X-ING, 1.0 FT. S. OF METAL WITNESS POST, A STANDARD USC AND GS
 JH0030'TABLET SET IN TOP OF A CONC. POST PROJ. ABOUT 3 IN., STAMPED
 JH0030'K-20 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0129 ***********************************************************************
 HH0129  DESIGNATION -  K 21
 HH0129  PID         -  HH0129
 HH0129  STATE/COUNTY-  KS/SEWARD
 HH0129  USGS QUAD   -  LIBERAL NE (1977)
 HH0129
 HH0129                         *CURRENT SURVEY CONTROL
 HH0129  ___________________________________________________________________
 HH0129* NAD 83(1986)-  37 07 58.     (N)    100 46 59.     (W)     SCALED    
 HH0129* NAVD 88     -       813.262  (meters)    2668.18   (feet)  ADJUSTED  
 HH0129  ___________________________________________________________________
 HH0129  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 HH0129  DYNAMIC HT  -         812.486 (meters)    2665.63  (feet)  COMP
 HH0129  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 HH0129
 HH0129  VERT ORDER  -  SECOND    CLASS 0
 HH0129
 HH0129.The horizontal coordinates were scaled from a topographic map and have
 HH0129.an estimated accuracy of +/- 6 seconds.
 HH0129
 HH0129.The orthometric height was determined by differential leveling
 HH0129.and adjusted by the National Geodetic Survey in June 1991..
 HH0129
 HH0129.The geoid height was determined by GEOID03.
 HH0129
 HH0129.The dynamic height is computed by dividing the NAVD 88
 HH0129.geopotential number by the normal gravity value computed on the
 HH0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0129.degrees latitude (g = 980.6199 gals.).
 HH0129
 HH0129.The modeled gravity was interpolated from observed gravity values.
 HH0129
 HH0129;                    North         East    Units  Estimated Accuracy
 HH0129;SPC KS S     -   454,220.      197,150.      MT  (+/- 180 meters Scaled)
 HH0129
 HH0129                          SUPERSEDED SURVEY CONTROL
 HH0129
 HH0129  NGVD 29 (??/??/92)  812.913  (m)         2667.03   (f) ADJ UNCH    2 0
 HH0129
 HH0129.Superseded values are not recommended for survey control.
 HH0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0129.See file dsdata.txt to determine how the superseded data were derived.
 HH0129
 HH0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG416110(NAD 83)
 HH0129_MARKER: DB = BENCH MARK DISK
 HH0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0129_SP_SET: CULVERT
 HH0129_STAMPING: K 21 1933
 HH0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0129
 HH0129  HISTORY     - Date     Condition        Report By
 HH0129  HISTORY     - 1933     MONUMENTED       CGS
 HH0129
 HH0129                          STATION DESCRIPTION
 HH0129
 HH0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0129'1.6 MI SE FROM ARKALON.
 HH0129'ABOUT 1.6 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0129'PACIFIC RAILWAY FROM THE STATION AT ARKALON, SEWARD COUNTY,
 HH0129'ABOUT 9 1/2 POLES WEST OF MILEPOST 423, 90 FEET EAST OF A
 HH0129'PRIVATE CROSSING, IN THE TOP OF THE WEST END OF THE NORTH
 HH0129'CONCRETE HEAD WALL OF A 4-BY 6-FOOT CONCRETE BOX CULVERT, AND
 HH0129'16 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 HH0129'DISK, STAMPED K 21 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0910 ***********************************************************************
 HF0910  DESIGNATION -  K 210
 HF0910  PID         -  HF0910
 HF0910  STATE/COUNTY-  KS/SEDGWICK
 HF0910  USGS QUAD   -  COLWICH (1975)
 HF0910
 HF0910                         *CURRENT SURVEY CONTROL
 HF0910  ___________________________________________________________________
 HF0910* NAD 83(1986)-  37 47 10.     (N)    097 34 21.     (W)     SCALED    
 HF0910* NAVD 88     -       424.610  (meters)    1393.07   (feet)  ADJUSTED  
 HF0910  ___________________________________________________________________
 HF0910  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HF0910  DYNAMIC HT  -         424.271 (meters)    1391.96  (feet)  COMP
 HF0910  MODELED GRAV-     979,819.7   (mgal)                       NAVD 88
 HF0910
 HF0910  VERT ORDER  -  SECOND    CLASS 0
 HF0910
 HF0910.The horizontal coordinates were scaled from a topographic map and have
 HF0910.an estimated accuracy of +/- 6 seconds.
 HF0910
 HF0910.The orthometric height was determined by differential leveling
 HF0910.and adjusted by the National Geodetic Survey in June 1991..
 HF0910
 HF0910.The geoid height was determined by GEOID03.
 HF0910
 HF0910.The dynamic height is computed by dividing the NAVD 88
 HF0910.geopotential number by the normal gravity value computed on the
 HF0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0910.degrees latitude (g = 980.6199 gals.).
 HF0910
 HF0910.The modeled gravity was interpolated from observed gravity values.
 HF0910
 HF0910;                    North         East    Units  Estimated Accuracy
 HF0910;SPC KS S     -   524,650.      481,690.      MT  (+/- 180 meters Scaled)
 HF0910
 HF0910                          SUPERSEDED SURVEY CONTROL
 HF0910
 HF0910  NGVD 29 (??/??/92)  424.461  (m)         1392.59   (f) ADJ UNCH    2 0
 HF0910
 HF0910.Superseded values are not recommended for survey control.
 HF0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0910.See file dsdata.txt to determine how the superseded data were derived.
 HF0910
 HF0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG256830(NAD 83)
 HF0910_MARKER: DB = BENCH MARK DISK
 HF0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0910_STAMPING: K 210 1934
 HF0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0910+STABILITY: SURFACE MOTION
 HF0910
 HF0910  HISTORY     - Date     Condition        Report By
 HF0910  HISTORY     - 1934     MONUMENTED       CGS
 HF0910  HISTORY     - 1953     GOOD             NGS
 HF0910
 HF0910                          STATION DESCRIPTION
 HF0910
 HF0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0910'2 MI W FROM COLWICH.
 HF0910'2.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF0910'STATION AT COLWICH, SEDGWICK COUNTY, 8 FEET SOUTHWEST OF POLE
 HF0910'500/32, AT THE CROSSING OF A SECTION-LINE ROAD, 50 FEET SOUTH
 HF0910'OF THE CENTER LINE OF THE TRACK, AND 25 FEET EAST OF THE
 HF0910'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED K 210 1934
 HF0910'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HF0910'GROUND.
 HF0910
 HF0910                          STATION RECOVERY (1953)
 HF0910
 HF0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HF0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0482 ***********************************************************************
 HF0482  DESIGNATION -  K 211
 HF0482  PID         -  HF0482
 HF0482  STATE/COUNTY-  KS/SEDGWICK
 HF0482  USGS QUAD   -  VALLEY CENTER (1982)
 HF0482
 HF0482                         *CURRENT SURVEY CONTROL
 HF0482  ___________________________________________________________________
 HF0482* NAD 83(1986)-  37 46 01.     (N)    097 20 10.     (W)     SCALED    
 HF0482* NAVD 88     -       406.606  (meters)    1334.01   (feet)  ADJUSTED  
 HF0482  ___________________________________________________________________
 HF0482  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0482  DYNAMIC HT  -         406.287 (meters)    1332.96  (feet)  COMP
 HF0482  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 HF0482
 HF0482  VERT ORDER  -  SECOND    CLASS 0
 HF0482
 HF0482.The horizontal coordinates were scaled from a topographic map and have
 HF0482.an estimated accuracy of +/- 6 seconds.
 HF0482
 HF0482.The orthometric height was determined by differential leveling
 HF0482.and adjusted by the National Geodetic Survey in June 1991..
 HF0482
 HF0482.The geoid height was determined by GEOID03.
 HF0482
 HF0482.The dynamic height is computed by dividing the NAVD 88
 HF0482.geopotential number by the normal gravity value computed on the
 HF0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0482.degrees latitude (g = 980.6199 gals.).
 HF0482
 HF0482.The modeled gravity was interpolated from observed gravity values.
 HF0482
 HF0482;                    North         East    Units  Estimated Accuracy
 HF0482;SPC KS S     -   522,750.      502,540.      MT  (+/- 180 meters Scaled)
 HF0482
 HF0482                          SUPERSEDED SURVEY CONTROL
 HF0482
 HF0482  NGVD 29 (??/??/92)  406.458  (m)         1333.52   (f) ADJ UNCH    2 0
 HF0482
 HF0482.Superseded values are not recommended for survey control.
 HF0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0482.See file dsdata.txt to determine how the superseded data were derived.
 HF0482
 HF0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG465812(NAD 83)
 HF0482_MARKER: DB = BENCH MARK DISK
 HF0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0482_SP_SET: CONCRETE BASE
 HF0482_STAMPING: K 211 1934
 HF0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0482
 HF0482  HISTORY     - Date     Condition        Report By
 HF0482  HISTORY     - 1934     MONUMENTED       CGS
 HF0482  HISTORY     - 1954     GOOD             NGS
 HF0482  HISTORY     - 1972     GOOD             NGS
 HF0482
 HF0482                          STATION DESCRIPTION
 HF0482
 HF0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HF0482'5.2 MI N FROM WICHITA.
 HF0482'5-1/4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0482'RAILWAY FROM UNION STATION, WICHITA, SEDGWICK COUNTY, AT U.S.
 HF0482'HIGHWAY 81 OVERPASS (STRUCTURE 206 D), IN THE WEST ROW OF COLUMNS,
 HF0482'IN THE FOURTH COLUMN FROM THE NORTH END, AT THE SOUTH END OF THE
 HF0482'CONCRETE BASE, 13 FEET FROM THE CENTER OF TRACK, AND 4 FEET
 HF0482'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED K 211 1934 AND
 HF0482'SET IN THE TOP OF A CONCRETE BASE.
 HF0482
 HF0482                          STATION RECOVERY (1972)
 HF0482
 HF0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0879 ***********************************************************************
 JF0879  DESIGNATION -  K 212
 JF0879  PID         -  JF0879
 JF0879  STATE/COUNTY-  KS/MCPHERSON
 JF0879  USGS QUAD   -  MOUNDRIDGE (1978)
 JF0879
 JF0879                         *CURRENT SURVEY CONTROL
 JF0879  ___________________________________________________________________
 JF0879* NAD 83(1986)-  38 14 51.     (N)    097 34 29.     (W)     SCALED    
 JF0879* NAVD 88     -       453.364  (meters)    1487.41   (feet)  ADJUSTED  
 JF0879  ___________________________________________________________________
 JF0879  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 JF0879  DYNAMIC HT  -         453.026 (meters)    1486.30  (feet)  COMP
 JF0879  MODELED GRAV-     979,870.3   (mgal)                       NAVD 88
 JF0879
 JF0879  VERT ORDER  -  SECOND    CLASS 0
 JF0879
 JF0879.The horizontal coordinates were scaled from a topographic map and have
 JF0879.an estimated accuracy of +/- 6 seconds.
 JF0879
 JF0879.The orthometric height was determined by differential leveling
 JF0879.and adjusted by the National Geodetic Survey in June 1991..
 JF0879
 JF0879.The geoid height was determined by GEOID03.
 JF0879
 JF0879.The dynamic height is computed by dividing the NAVD 88
 JF0879.geopotential number by the normal gravity value computed on the
 JF0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0879.degrees latitude (g = 980.6199 gals.).
 JF0879
 JF0879.The modeled gravity was interpolated from observed gravity values.
 JF0879
 JF0879;                    North         East    Units  Estimated Accuracy
 JF0879;SPC KS S     -   575,850.      480,990.      MT  (+/- 180 meters Scaled)
 JF0879
 JF0879                          SUPERSEDED SURVEY CONTROL
 JF0879
 JF0879  NGVD 29 (??/??/92)  453.208  (m)         1486.90   (f) ADJ UNCH    2 0
 JF0879
 JF0879.Superseded values are not recommended for survey control.
 JF0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0879.See file dsdata.txt to determine how the superseded data were derived.
 JF0879
 JF0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH247342(NAD 83)
 JF0879_MARKER: DB = BENCH MARK DISK
 JF0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0879_STAMPING: K 212 1934
 JF0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0879+STABILITY: SURFACE MOTION
 JF0879
 JF0879  HISTORY     - Date     Condition        Report By
 JF0879  HISTORY     - 1934     MONUMENTED       CGS
 JF0879  HISTORY     - 1972     GOOD             NGS
 JF0879
 JF0879                          STATION DESCRIPTION
 JF0879
 JF0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0879'4 MI NW FROM MOUNDRIDGE.
 JF0879'4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JF0879'MOUNDRIDGE, MC PHERSON COUNTY, 2 1/4 POLES SOUTHEAST OF MILEPOST
 JF0879'506, ABOUT 300 FEET NORTH OF THE NORTH CORNER OF A HOUSE, WHICH
 JF0879'WAS PREVIOUSLY CALLED THE DISTRICT 26 SCHOOLHOUSE, ABOUT 1 POLE
 JF0879'NORTHWEST OF A ROAD CROSSING, 40 FEET NORTHEAST OF THE NEAREST
 JF0879'RAIL, 2 FEET SOUTHWEST OF A WIRE FENCE, STAMPED K 212 1934 AND
 JF0879'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
 JF0879'THE GROUND SURFACE.  SEC 6, T 21 S, R 2 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0730 ***********************************************************************
 JF0730  DESIGNATION -  K 214
 JF0730  PID         -  JF0730
 JF0730  STATE/COUNTY-  KS/MARION
 JF0730  USGS QUAD   -  WALDECK (1985)
 JF0730
 JF0730                         *CURRENT SURVEY CONTROL
 JF0730  ___________________________________________________________________
 JF0730* NAD 83(1986)-  38 26 57.     (N)    097 16 47.     (W)     SCALED    
 JF0730* NAVD 88     -       451.829  (meters)    1482.38   (feet)  ADJUSTED  
 JF0730  ___________________________________________________________________
 JF0730  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 JF0730  DYNAMIC HT  -         451.491 (meters)    1481.27  (feet)  COMP
 JF0730  MODELED GRAV-     979,867.0   (mgal)                       NAVD 88
 JF0730
 JF0730  VERT ORDER  -  SECOND    CLASS 0
 JF0730
 JF0730.The horizontal coordinates were scaled from a topographic map and have
 JF0730.an estimated accuracy of +/- 6 seconds.
 JF0730
 JF0730.The orthometric height was determined by differential leveling
 JF0730.and adjusted by the National Geodetic Survey in June 1991..
 JF0730
 JF0730.The geoid height was determined by GEOID03.
 JF0730
 JF0730.The dynamic height is computed by dividing the NAVD 88
 JF0730.geopotential number by the normal gravity value computed on the
 JF0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0730.degrees latitude (g = 980.6199 gals.).
 JF0730
 JF0730.The modeled gravity was interpolated from observed gravity values.
 JF0730
 JF0730;                    North         East    Units  Estimated Accuracy
 JF0730;SPC KS S     -   598,530.      506,520.      MT  (+/- 180 meters Scaled)
 JF0730
 JF0730                          SUPERSEDED SURVEY CONTROL
 JF0730
 JF0730  NGVD 29 (??/??/92)  451.648  (m)         1481.78   (f) ADJ UNCH    2 0
 JF0730
 JF0730.Superseded values are not recommended for survey control.
 JF0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0730.See file dsdata.txt to determine how the superseded data were derived.
 JF0730
 JF0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH501570(NAD 83)
 JF0730_MARKER: DB = BENCH MARK DISK
 JF0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0730+STABILITY: SURFACE MOTION
 JF0730
 JF0730  HISTORY     - Date     Condition        Report By
 JF0730  HISTORY     - UNK      MONUMENTED       CGS
 JF0730  HISTORY     - 1935     GOOD             NGS
 JF0730
 JF0730                          STATION DESCRIPTION
 JF0730
 JF0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0730'3.5 MI SW FROM DURHAM.
 JF0730'3 1/2 MILE SOUTHWEST OF DURHAM, ON THE ROCK ISLAND R.R.
 JF0730'40 FEET SOUTH OF TRACK 5 RAILS WEST OF ROAD CROSSING, 18 1/2
 JF0730'POLES SOUTHWEST OF MILE POST 195.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0419 ***********************************************************************
 JF0419  DESIGNATION -  K 215
 JF0419  PID         -  JF0419
 JF0419  STATE/COUNTY-  KS/MORRIS
 JF0419  USGS QUAD   -  WHITE CITY (1971)
 JF0419
 JF0419                         *CURRENT SURVEY CONTROL
 JF0419  ___________________________________________________________________
 JF0419* NAD 83(1986)-  38 50 01.     (N)    096 37 52.     (W)     SCALED    
 JF0419* NAVD 88     -       439.253  (meters)    1441.12   (feet)  ADJUSTED  
 JF0419  ___________________________________________________________________
 JF0419  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 JF0419  DYNAMIC HT  -         438.942 (meters)    1440.10  (feet)  COMP
 JF0419  MODELED GRAV-     979,907.0   (mgal)                       NAVD 88
 JF0419
 JF0419  VERT ORDER  -  SECOND    CLASS 0
 JF0419
 JF0419.The horizontal coordinates were scaled from a topographic map and have
 JF0419.an estimated accuracy of +/- 6 seconds.
 JF0419
 JF0419.The orthometric height was determined by differential leveling
 JF0419.and adjusted by the National Geodetic Survey in June 1991..
 JF0419
 JF0419.The geoid height was determined by GEOID03.
 JF0419
 JF0419.The dynamic height is computed by dividing the NAVD 88
 JF0419.geopotential number by the normal gravity value computed on the
 JF0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0419.degrees latitude (g = 980.6199 gals.).
 JF0419
 JF0419.The modeled gravity was interpolated from observed gravity values.
 JF0419
 JF0419;                    North         East    Units  Estimated Accuracy
 JF0419;SPC KS N     -    56,430.      518,850.      MT  (+/- 180 meters Scaled)
 JF0419
 JF0419                          SUPERSEDED SURVEY CONTROL
 JF0419
 JF0419  NGVD 29 (??/??/92)  439.087  (m)         1440.57   (f) ADJ UNCH    2 0
 JF0419
 JF0419.Superseded values are not recommended for survey control.
 JF0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0419.See file dsdata.txt to determine how the superseded data were derived.
 JF0419
 JF0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ056009(NAD 83)
 JF0419_MARKER: DB = BENCH MARK DISK
 JF0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0419_STAMPING: K 215 1934
 JF0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0419+STABILITY: SURFACE MOTION
 JF0419
 JF0419  HISTORY     - Date     Condition        Report By
 JF0419  HISTORY     - 1934     MONUMENTED       CGS
 JF0419  HISTORY     - 1935     GOOD             NGS
 JF0419
 JF0419                          STATION DESCRIPTION
 JF0419
 JF0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0419'2 MI S FROM DWIGHT.
 JF0419'2 MILES SOUTH WEST OF DWIGHT ON THE ROCK ISLAND R.R. 35 FEET
 JF0419'SOUTH OF TRACKS ON R.O.W. FENCE LINE, 35 POLES SOUTHWEST OF
 JF0419'MILE POST 149, 5 POLES NORTHEAST OF MILE POST 150, 6 RAILS
 JF0419'NORTHEAST OF BLOCK SIGNALS 1500 AND 1499.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0064 ***********************************************************************
 HH0064  DESIGNATION -  K 22
 HH0064  PID         -  HH0064
 HH0064  STATE/COUNTY-  KS/MEADE
 HH0064  USGS QUAD   -  MEADE (1983)
 HH0064
 HH0064                         *CURRENT SURVEY CONTROL
 HH0064  ___________________________________________________________________
 HH0064* NAD 83(1986)-  37 19 48.     (N)    100 16 22.     (W)     SCALED    
 HH0064* NAVD 88     -       753.049  (meters)    2470.63   (feet)  ADJUSTED  
 HH0064  ___________________________________________________________________
 HH0064  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 HH0064  DYNAMIC HT  -         752.356 (meters)    2468.35  (feet)  COMP
 HH0064  MODELED GRAV-     979,686.1   (mgal)                       NAVD 88
 HH0064
 HH0064  VERT ORDER  -  SECOND    CLASS 0
 HH0064
 HH0064.The horizontal coordinates were scaled from a topographic map and have
 HH0064.an estimated accuracy of +/- 6 seconds.
 HH0064
 HH0064.The orthometric height was determined by differential leveling
 HH0064.and adjusted by the National Geodetic Survey in June 1991..
 HH0064
 HH0064.The geoid height was determined by GEOID03.
 HH0064
 HH0064.The dynamic height is computed by dividing the NAVD 88
 HH0064.geopotential number by the normal gravity value computed on the
 HH0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0064.degrees latitude (g = 980.6199 gals.).
 HH0064
 HH0064.The modeled gravity was interpolated from observed gravity values.
 HH0064
 HH0064;                    North         East    Units  Estimated Accuracy
 HH0064;SPC KS S     -   475,110.      242,900.      MT  (+/- 180 meters Scaled)
 HH0064
 HH0064                          SUPERSEDED SURVEY CONTROL
 HH0064
 HH0064  NGVD 29 (??/??/92)  752.721  (m)         2469.55   (f) ADJ UNCH    2 0
 HH0064
 HH0064.Superseded values are not recommended for survey control.
 HH0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0064.See file dsdata.txt to determine how the superseded data were derived.
 HH0064
 HH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG872322(NAD 83)
 HH0064_MARKER: DB = BENCH MARK DISK
 HH0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0064_SP_SET: CULVERT
 HH0064_STAMPING: K 22 1933
 HH0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0064
 HH0064  HISTORY     - Date     Condition        Report By
 HH0064  HISTORY     - 1933     MONUMENTED       CGS
 HH0064
 HH0064                          STATION DESCRIPTION
 HH0064
 HH0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0064'5.4 MI SW FROM FOWLER.
 HH0064'ABOUT 5.4 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0064'PACIFIC RAILWAY FROM THE STATION AT FOWLER, MEADE COUNTY, ABOUT
 HH0064'6 POLES SOUTHWEST OF MILEPOST 386, AT A ROAD CROSSING, 32 FEET
 HH0064'SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND IN THE TOP OF THE
 HH0064'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A CONCRETE
 HH0064'BOX ROAD CULVERT.  A STANDARD DISK, STAMPED K 22 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1005 ***********************************************************************
 JE1005  DESIGNATION -  K 221 RESET
 JE1005  PID         -  JE1005
 JE1005  STATE/COUNTY-  KS/FRANKLIN
 JE1005  USGS QUAD   -  RANTOUL (1983)
 JE1005
 JE1005                         *CURRENT SURVEY CONTROL
 JE1005  ___________________________________________________________________
 JE1005* NAD 83(1986)-  38 32 02.     (N)    095 05 00.     (W)     SCALED    
 JE1005* NAVD 88     -       269.431  (meters)     883.96   (feet)  ADJUSTED  
 JE1005  ___________________________________________________________________
 JE1005  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JE1005  DYNAMIC HT  -         269.241 (meters)     883.33  (feet)  COMP
 JE1005  MODELED GRAV-     979,918.2   (mgal)                       NAVD 88
 JE1005
 JE1005  VERT ORDER  -  SECOND    CLASS 0
 JE1005
 JE1005.The horizontal coordinates were scaled from a topographic map and have
 JE1005.an estimated accuracy of +/- 6 seconds.
 JE1005
 JE1005.The orthometric height was determined by differential leveling
 JE1005.and adjusted by the National Geodetic Survey in June 1991..
 JE1005
 JE1005.The geoid height was determined by GEOID03.
 JE1005
 JE1005.The dynamic height is computed by dividing the NAVD 88
 JE1005.geopotential number by the normal gravity value computed on the
 JE1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1005.degrees latitude (g = 980.6199 gals.).
 JE1005
 JE1005.The modeled gravity was interpolated from observed gravity values.
 JE1005
 JE1005;                    North         East    Units  Estimated Accuracy
 JE1005;SPC KS S     -   612,700.      697,840.      MT  (+/- 180 meters Scaled)
 JE1005
 JE1005                          SUPERSEDED SURVEY CONTROL
 JE1005
 JE1005  NGVD 29 (??/??/92)  269.299  (m)          883.53   (f) ADJ UNCH    2 0
 JE1005
 JE1005.Superseded values are not recommended for survey control.
 JE1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1005.See file dsdata.txt to determine how the superseded data were derived.
 JE1005
 JE1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC184671(NAD 83)
 JE1005_MARKER: DB = BENCH MARK DISK
 JE1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1005_STAMPING: K 221 1934 RESET 1940
 JE1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1005+STABILITY: SURFACE MOTION
 JE1005
 JE1005  HISTORY     - Date     Condition        Report By
 JE1005  HISTORY     - 1940     MONUMENTED       CGS
 JE1005  HISTORY     - 1961     POOR             NGS
 JE1005
 JE1005                          STATION DESCRIPTION
 JE1005
 JE1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JE1005'1.4 MI SE FROM RANTOUL.
 JE1005'1.4 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE1005'THE STATION AT RANTOUL, FRANKLIN COUNTY, 15 FEET NORTHWEST
 JE1005'OF POLE 341/36, AT A NORTH-AND-SOUTH FARM-ROAD CROSSING, 84
 JE1005'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 39 FEET NORTH
 JE1005'OF THE CENTERLINE OF THE TRACK, 1 FOOT SOUTH OF A FENCE, AND 3
 JE1005'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JE1005'DISK, STAMPED K 221 1934 RESET 1940 AND SET IN THE TOP OF A
 JE1005'CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0820 ***********************************************************************
 JE0820  DESIGNATION -  K 222
 JE0820  PID         -  JE0820
 JE0820  STATE/COUNTY-  KS/JOHNSON
 JE0820  USGS QUAD   -  OCHELTREE (1991)
 JE0820
 JE0820                         *CURRENT SURVEY CONTROL
 JE0820  ___________________________________________________________________
 JE0820* NAD 83(1986)-  38 46 12.     (N)    094 48 57.     (W)     SCALED    
 JE0820* NAVD 88     -       328.967  (meters)    1079.29   (feet)  ADJUSTED  
 JE0820  ___________________________________________________________________
 JE0820  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JE0820  DYNAMIC HT  -         328.743 (meters)    1078.55  (feet)  COMP
 JE0820  MODELED GRAV-     979,940.6   (mgal)                       NAVD 88
 JE0820
 JE0820  VERT ORDER  -  SECOND    CLASS 0
 JE0820
 JE0820.The horizontal coordinates were scaled from a topographic map and have
 JE0820.an estimated accuracy of +/- 6 seconds.
 JE0820
 JE0820.The orthometric height was determined by differential leveling
 JE0820.and adjusted by the National Geodetic Survey in June 1991..
 JE0820
 JE0820.The geoid height was determined by GEOID03.
 JE0820
 JE0820.The dynamic height is computed by dividing the NAVD 88
 JE0820.geopotential number by the normal gravity value computed on the
 JE0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0820.degrees latitude (g = 980.6199 gals.).
 JE0820
 JE0820.The modeled gravity was interpolated from observed gravity values.
 JE0820
 JE0820;                    North         East    Units  Estimated Accuracy
 JE0820;SPC KS N     -    53,340.      676,660.      MT  (+/- 180 meters Scaled)
 JE0820
 JE0820                          SUPERSEDED SURVEY CONTROL
 JE0820
 JE0820  NGVD 29 (??/??/92)  328.838  (m)         1078.86   (f) ADJ UNCH    2 0
 JE0820
 JE0820.Superseded values are not recommended for survey control.
 JE0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0820.See file dsdata.txt to determine how the superseded data were derived.
 JE0820
 JE0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC422928(NAD 83)
 JE0820_MARKER: DB = BENCH MARK DISK
 JE0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0820_STAMPING: K 222 1934
 JE0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0820+STABILITY: SURFACE MOTION
 JE0820
 JE0820  HISTORY     - Date     Condition        Report By
 JE0820  HISTORY     - 1934     MONUMENTED       CGS
 JE0820  HISTORY     - 1950     GOOD             NGS
 JE0820
 JE0820                          STATION DESCRIPTION
 JE0820
 JE0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0820'7.8 MI S FROM OLATHE.
 JE0820'7.8 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JE0820'OLATHE, JOHNSON COUNTY, AT OCHELTREE, ACROSS THE TRACKS FROM
 JE0820'MILEPOST 28.10, 52 FEET SOUTH OF A FENCE CORNER WHICH IS ALSO
 JE0820'AN EAST GATE POST, 40 FEET SOUTH OF THE CENTER OF TRACK ROAD
 JE0820'AND 23 FEET WEST OF THE WEST RAIL.  A STANDARD DISK SET IN THE
 JE0820'TOP OF A CONCRETE POST, PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0387 ***********************************************************************
 HE0387  DESIGNATION -  K 224
 HE0387  PID         -  HE0387
 HE0387  STATE/COUNTY-  KS/NEOSHO
 HE0387  USGS QUAD   -  ERIE (1973)
 HE0387
 HE0387                         *CURRENT SURVEY CONTROL
 HE0387  ___________________________________________________________________
 HE0387* NAD 83(1986)-  37 35 01.     (N)    095 11 51.     (W)     SCALED    
 HE0387* NAVD 88     -       280.668  (meters)     920.82   (feet)  ADJUSTED  
 HE0387  ___________________________________________________________________
 HE0387  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0387  DYNAMIC HT  -         280.449 (meters)     920.11  (feet)  COMP
 HE0387  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 HE0387
 HE0387  VERT ORDER  -  SECOND    CLASS 0
 HE0387
 HE0387.The horizontal coordinates were scaled from a topographic map and have
 HE0387.an estimated accuracy of +/- 6 seconds.
 HE0387
 HE0387.The orthometric height was determined by differential leveling
 HE0387.and adjusted by the National Geodetic Survey in June 1991..
 HE0387
 HE0387.The geoid height was determined by GEOID03.
 HE0387
 HE0387.The dynamic height is computed by dividing the NAVD 88
 HE0387.geopotential number by the normal gravity value computed on the
 HE0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0387.degrees latitude (g = 980.6199 gals.).
 HE0387
 HE0387.The modeled gravity was interpolated from observed gravity values.
 HE0387
 HE0387;                    North         East    Units  Estimated Accuracy
 HE0387;SPC KS S     -   506,930.      691,620.      MT  (+/- 180 meters Scaled)
 HE0387
 HE0387                          SUPERSEDED SURVEY CONTROL
 HE0387
 HE0387  NGVD 29 (??/??/92)  280.542  (m)          920.41   (f) ADJ UNCH    2 0
 HE0387
 HE0387.Superseded values are not recommended for survey control.
 HE0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0387.See file dsdata.txt to determine how the superseded data were derived.
 HE0387
 HE0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB059618(NAD 83)
 HE0387_MARKER: DB = BENCH MARK DISK
 HE0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0387_STAMPING: K 224 1935
 HE0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0387+STABILITY: SURFACE MOTION
 HE0387
 HE0387  HISTORY     - Date     Condition        Report By
 HE0387  HISTORY     - 1935     MONUMENTED       CGS
 HE0387  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0387
 HE0387                          STATION DESCRIPTION
 HE0387
 HE0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0387'2.7 MI NE FROM ERIE.
 HE0387'2.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0387'RAILWAY FROM THE STATION AT ERIE, NEOSHO COUNTY, 2 POLES EAST
 HE0387'OF MILEPOST 17, AT A ROAD CROSSING, 40 FEET EAST OF THE CENTER
 HE0387'LINE OF THE ROAD, AND 40 FEET SOUTH OF THE CENTER LINE OF THE
 HE0387'TRACK.  A STANDARD DISK, STAMPED K 224 1935 AND SET IN THE TOP
 HE0387'OF A CONCRETE POST.
 HE0387
 HE0387                          STATION RECOVERY (1964)
 HE0387
 HE0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0043 ***********************************************************************
 JF0043  DESIGNATION -  K 229
 JF0043  PID         -  JF0043
 JF0043  STATE/COUNTY-  KS/LYON
 JF0043  USGS QUAD   -  BUSHONG (1971)
 JF0043
 JF0043                         *CURRENT SURVEY CONTROL
 JF0043  ___________________________________________________________________
 JF0043* NAD 83(1986)-  38 38 08.     (N)    096 19 31.     (W)     SCALED    
 JF0043* NAVD 88     -       411.118  (meters)    1348.81   (feet)  ADJUSTED  
 JF0043  ___________________________________________________________________
 JF0043  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JF0043  DYNAMIC HT  -         410.828 (meters)    1347.86  (feet)  COMP
 JF0043  MODELED GRAV-     979,910.2   (mgal)                       NAVD 88
 JF0043
 JF0043  VERT ORDER  -  SECOND    CLASS 0
 JF0043
 JF0043.The horizontal coordinates were scaled from a topographic map and have
 JF0043.an estimated accuracy of +/- 6 seconds.
 JF0043
 JF0043.The orthometric height was determined by differential leveling
 JF0043.and adjusted by the National Geodetic Survey in June 1991..
 JF0043
 JF0043.The geoid height was determined by GEOID03.
 JF0043
 JF0043.The dynamic height is computed by dividing the NAVD 88
 JF0043.geopotential number by the normal gravity value computed on the
 JF0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0043.degrees latitude (g = 980.6199 gals.).
 JF0043
 JF0043.The modeled gravity was interpolated from observed gravity values.
 JF0043
 JF0043;                    North         East    Units  Estimated Accuracy
 JF0043;SPC KS S     -   620,730.      589,340.      MT  (+/- 180 meters Scaled)
 JF0043
 JF0043                          SUPERSEDED SURVEY CONTROL
 JF0043
 JF0043  NGVD 29 (??/??/92)  410.975  (m)         1348.34   (f) ADJ UNCH    2 0
 JF0043
 JF0043.Superseded values are not recommended for survey control.
 JF0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0043.See file dsdata.txt to determine how the superseded data were derived.
 JF0043
 JF0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH328797(NAD 83)
 JF0043_MARKER: DB = BENCH MARK DISK
 JF0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0043+STABILITY: SURFACE MOTION
 JF0043
 JF0043  HISTORY     - Date     Condition        Report By
 JF0043  HISTORY     - 1935     MONUMENTED       CGS
 JF0043  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0043
 JF0043                          STATION DESCRIPTION
 JF0043
 JF0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JF0043'3.9 MI W FROM BUSHONG.
 JF0043'3.9 MILES W. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 414/38.
 JF0043'MARK IS 10 YDS. N. OF CENTER LINE OF TRACK AND 33 YDS. E. OF
 JF0043'CENTER LINE OF CROSSING (CLOSED).
 JF0043
 JF0043                          STATION RECOVERY (1968)
 JF0043
 JF0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0584 ***********************************************************************
 HG0584  DESIGNATION -  K 23
 HG0584  PID         -  HG0584
 HG0584  STATE/COUNTY-  KS/FORD
 HG0584  USGS QUAD   -  KINGSDOWN (1969)
 HG0584
 HG0584                         *CURRENT SURVEY CONTROL
 HG0584  ___________________________________________________________________
 HG0584* NAD 83(1986)-  37 31 23.     (N)    099 45 34.     (W)     SCALED    
 HG0584* NAVD 88     -       765.875  (meters)    2512.71   (feet)  ADJUSTED  
 HG0584  ___________________________________________________________________
 HG0584  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 HG0584  DYNAMIC HT  -         765.196 (meters)    2510.48  (feet)  COMP
 HG0584  MODELED GRAV-     979,718.2   (mgal)                       NAVD 88
 HG0584
 HG0584  VERT ORDER  -  SECOND    CLASS 0
 HG0584
 HG0584.The horizontal coordinates were scaled from a topographic map and have
 HG0584.an estimated accuracy of +/- 6 seconds.
 HG0584
 HG0584.The orthometric height was determined by differential leveling
 HG0584.and adjusted by the National Geodetic Survey in June 1991..
 HG0584
 HG0584.The geoid height was determined by GEOID03.
 HG0584
 HG0584.The dynamic height is computed by dividing the NAVD 88
 HG0584.geopotential number by the normal gravity value computed on the
 HG0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0584.degrees latitude (g = 980.6199 gals.).
 HG0584
 HG0584.The modeled gravity was interpolated from observed gravity values.
 HG0584
 HG0584;                    North         East    Units  Estimated Accuracy
 HG0584;SPC KS S     -   495,800.      288,680.      MT  (+/- 180 meters Scaled)
 HG0584
 HG0584                          SUPERSEDED SURVEY CONTROL
 HG0584
 HG0584  NGVD 29 (??/??/92)  765.543  (m)         2511.62   (f) ADJ UNCH    2 0
 HG0584
 HG0584.Superseded values are not recommended for survey control.
 HG0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0584.See file dsdata.txt to determine how the superseded data were derived.
 HG0584
 HG0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG328531(NAD 83)
 HG0584_MARKER: DB = BENCH MARK DISK
 HG0584_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0584_SP_SET: CULVERT
 HG0584_STAMPING: K 23 1933
 HG0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0584
 HG0584  HISTORY     - Date     Condition        Report By
 HG0584  HISTORY     - 1933     MONUMENTED       CGS
 HG0584
 HG0584                          STATION DESCRIPTION
 HG0584
 HG0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0584'AT KINGSDOWN.
 HG0584'AT KINGSDOWN, FORD COUNTY, ABOUT 300 FEET SOUTHWEST OF THE
 HG0584'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION, ABOUT 1 POLE
 HG0584'NORTHEAST OF MILEPOST 355, AT THE MAIN STREET CROSSING, ABOUT
 HG0584'125 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND IN THE
 HG0584'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF
 HG0584'A CONCRETE BOX ROAD CULVERT.  A STANDARD DISK, STAMPED K 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1317 ***********************************************************************
 JE1317  DESIGNATION -  K 230
 JE1317  PID         -  JE1317
 JE1317  STATE/COUNTY-  KS/OSAGE
 JE1317  USGS QUAD   -  QUENEMO (1965)
 JE1317
 JE1317                         *CURRENT SURVEY CONTROL
 JE1317  ___________________________________________________________________
 JE1317* NAD 83(1986)-  38 36 57.     (N)    095 34 26.     (W)     SCALED    
 JE1317* NAVD 88     -       291.319  (meters)     955.77   (feet)  ADJUSTED  
 JE1317  ___________________________________________________________________
 JE1317  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JE1317  DYNAMIC HT  -         291.115 (meters)     955.10  (feet)  COMP
 JE1317  MODELED GRAV-     979,921.1   (mgal)                       NAVD 88
 JE1317
 JE1317  VERT ORDER  -  SECOND    CLASS 0
 JE1317
 JE1317.The horizontal coordinates were scaled from a topographic map and have
 JE1317.an estimated accuracy of +/- 6 seconds.
 JE1317
 JE1317.The orthometric height was determined by differential leveling
 JE1317.and adjusted by the National Geodetic Survey in June 1991..
 JE1317
 JE1317.The geoid height was determined by GEOID03.
 JE1317
 JE1317.The dynamic height is computed by dividing the NAVD 88
 JE1317.geopotential number by the normal gravity value computed on the
 JE1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1317.degrees latitude (g = 980.6199 gals.).
 JE1317
 JE1317.The modeled gravity was interpolated from observed gravity values.
 JE1317
 JE1317;                    North         East    Units  Estimated Accuracy
 JE1317;SPC KS S     -   620,340.      654,800.      MT  (+/- 180 meters Scaled)
 JE1317
 JE1317                          SUPERSEDED SURVEY CONTROL
 JE1317
 JE1317  NGVD 29 (??/??/92)  291.179  (m)          955.31   (f) ADJ UNCH    2 0
 JE1317
 JE1317.Superseded values are not recommended for survey control.
 JE1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1317.See file dsdata.txt to determine how the superseded data were derived.
 JE1317
 JE1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC759772(NAD 83)
 JE1317_MARKER: DB = BENCH MARK DISK
 JE1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1317_STAMPING: K 230 1934
 JE1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1317+STABILITY: SURFACE MOTION
 JE1317
 JE1317  HISTORY     - Date     Condition        Report By
 JE1317  HISTORY     - 1934     MONUMENTED       CGS
 JE1317  HISTORY     - 1951     GOOD             NGS
 JE1317  HISTORY     - 1964     MARK NOT FOUND   USGS
 JE1317  HISTORY     - 1964     MARK NOT FOUND   USGS
 JE1317
 JE1317                          STATION DESCRIPTION
 JE1317
 JE1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1317'3.3 MI W FROM LOMAX.
 JE1317'ALONG THE MISSOURI PACIFIC RAILROAD, AT POLE 371+26, 21 FEET
 JE1317'NORTH OF WHERE THE CENTER OF GRAVEL ROAD CROSSES THE NORTHEAST
 JE1317'RAIL, 12.5 FEET NORTHEAST OF THE NORTHEAST RAIL AND 3 FEET EAST
 JE1317'OF A RAILROAD WARNING SIGN.  THE DISK IS SET IN THE TOP OF A
 JE1317'CONCRETE POST, 3 INCHES BELOW THE SURFACE OF THE GROUND.
 JE1317
 JE1317                          STATION RECOVERY (1964)
 JE1317
 JE1317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JE1317'MARK NOT FOUND.
 JE1317
 JE1317                          STATION RECOVERY (1964)
 JE1317
 JE1317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JE1317'IT APPEARS THAT THIS MARK SHOULD BE IN PLACE, BUT MAY BE BURIED UNDER
 JE1317'FILL DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0005 ***********************************************************************
 JF0005  DESIGNATION -  K 231
 JF0005  PID         -  JF0005
 JF0005  STATE/COUNTY-  KS/WABAUNSEE
 JF0005  USGS QUAD   -  HESSDALE (1983)
 JF0005
 JF0005                         *CURRENT SURVEY CONTROL
 JF0005  ___________________________________________________________________
 JF0005* NAD 83(1986)-  38 54 06.     (N)    096 10 25.     (W)     SCALED    
 JF0005* NAVD 88     -       381.057  (meters)    1250.18   (feet)  ADJUSTED  
 JF0005  ___________________________________________________________________
 JF0005  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 JF0005  DYNAMIC HT  -         380.792 (meters)    1249.32  (feet)  COMP
 JF0005  MODELED GRAV-     979,919.7   (mgal)                       NAVD 88
 JF0005
 JF0005  VERT ORDER  -  SECOND    CLASS 0
 JF0005
 JF0005.The horizontal coordinates were scaled from a topographic map and have
 JF0005.an estimated accuracy of +/- 6 seconds.
 JF0005
 JF0005.The orthometric height was determined by differential leveling
 JF0005.and adjusted by the National Geodetic Survey in June 1991..
 JF0005
 JF0005.The geoid height was determined by GEOID03.
 JF0005
 JF0005.The dynamic height is computed by dividing the NAVD 88
 JF0005.geopotential number by the normal gravity value computed on the
 JF0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0005.degrees latitude (g = 980.6199 gals.).
 JF0005
 JF0005.The modeled gravity was interpolated from observed gravity values.
 JF0005
 JF0005;                    North         East    Units  Estimated Accuracy
 JF0005;SPC KS N     -    64,690.      558,420.      MT  (+/- 180 meters Scaled)
 JF0005
 JF0005                          SUPERSEDED SURVEY CONTROL
 JF0005
 JF0005  NGVD 29 (??/??/92)  380.910  (m)         1249.70   (f) ADJ UNCH    2 0
 JF0005
 JF0005.Superseded values are not recommended for survey control.
 JF0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0005.See file dsdata.txt to determine how the superseded data were derived.
 JF0005
 JF0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ451096(NAD 83)
 JF0005_MARKER: DB = BENCH MARK DISK
 JF0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0005+STABILITY: SURFACE MOTION
 JF0005
 JF0005  HISTORY     - Date     Condition        Report By
 JF0005  HISTORY     - UNK      MONUMENTED       CGS
 JF0005  HISTORY     - 1934     GOOD             NGS
 JF0005  HISTORY     - 1970     MARK NOT FOUND   USGS
 JF0005
 JF0005                          STATION DESCRIPTION
 JF0005
 JF0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0005'2.1 MI SE FROM HALIFAX.
 JF0005'ALONG A.T. AND S.F. R.R., 0.5 MILE W. OF MP 23.  MARK IS 6 YDS.
 JF0005'N. OF CENTERLINE OF TRACK, 8 YDS. E. OF CENTERLINE OF FARM
 JF0005'CROSSING AND 125 YDS. E. OF BRIDGE 23-C.
 JF0005
 JF0005                          STATION RECOVERY (1970)
 JF0005
 JF0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JF0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1210 ***********************************************************************
 JE1210  DESIGNATION -  K 232
 JE1210  PID         -  JE1210
 JE1210  STATE/COUNTY-  KS/OSAGE
 JE1210  USGS QUAD   -  QUENEMO (1965)
 JE1210
 JE1210                         *CURRENT SURVEY CONTROL
 JE1210  ___________________________________________________________________
 JE1210* NAD 83(1986)-  38 30 24.     (N)    095 31 45.     (W)     SCALED    
 JE1210* NAVD 88     -       296.164  (meters)     971.66   (feet)  ADJUSTED  
 JE1210  ___________________________________________________________________
 JE1210  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JE1210  DYNAMIC HT  -         295.953 (meters)     970.97  (feet)  COMP
 JE1210  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 JE1210
 JE1210  VERT ORDER  -  SECOND    CLASS 0
 JE1210
 JE1210.The horizontal coordinates were scaled from a topographic map and have
 JE1210.an estimated accuracy of +/- 6 seconds.
 JE1210
 JE1210.The orthometric height was determined by differential leveling
 JE1210.and adjusted by the National Geodetic Survey in June 1991..
 JE1210
 JE1210.The geoid height was determined by GEOID03.
 JE1210
 JE1210.The dynamic height is computed by dividing the NAVD 88
 JE1210.geopotential number by the normal gravity value computed on the
 JE1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1210.degrees latitude (g = 980.6199 gals.).
 JE1210
 JE1210.The modeled gravity was interpolated from observed gravity values.
 JE1210
 JE1210;                    North         East    Units  Estimated Accuracy
 JE1210;SPC KS S     -   608,350.      659,080.      MT  (+/- 180 meters Scaled)
 JE1210
 JE1210                          SUPERSEDED SURVEY CONTROL
 JE1210
 JE1210  NGVD 29 (??/??/92)  296.013  (m)          971.17   (f) ADJ UNCH    2 0
 JE1210
 JE1210.Superseded values are not recommended for survey control.
 JE1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1210.See file dsdata.txt to determine how the superseded data were derived.
 JE1210
 JE1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC794650(NAD 83)
 JE1210_MARKER: DB = BENCH MARK DISK
 JE1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1210_STAMPING: K 232 1934
 JE1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1210+STABILITY: SURFACE MOTION
 JE1210
 JE1210  HISTORY     - Date     Condition        Report By
 JE1210  HISTORY     - 1934     MONUMENTED       CGS
 JE1210  HISTORY     - 1951     GOOD             NGS
 JE1210
 JE1210                          STATION DESCRIPTION
 JE1210
 JE1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1210'5.4 MI S FROM QUENEMO.
 JE1210'ABOUT 5.4 MILES SOUTH ALONG THE MAIN GRAVEL ROAD FROM THE QUENEMO
 JE1210'FEDERATED CHURCH, AT THE FOOT OF A HILL, ABOUT 50 YARDS WEST OF
 JE1210'A STEEL BRIDGE, 66 FEET NORTHWEST OF THE CENTER OF ROAD AT
 JE1210'A CURVE IN THE ROAD, 12 FEET WEST OF THE WEST GATE POST OF GATE
 JE1210'INTO FIELD AND 3 FEET SOUTH OF FENCE.  THE DISK IS SET IN THE
 JE1210'TOP OF CONCRETE POST, PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0235 ***********************************************************************
 HG0235  DESIGNATION -  K 238
 HG0235  PID         -  HG0235
 HG0235  STATE/COUNTY-  KS/HARPER
 HG0235  USGS QUAD   -  HARPER (1973)
 HG0235
 HG0235                         *CURRENT SURVEY CONTROL
 HG0235  ___________________________________________________________________
 HG0235* NAD 83(1986)-  37 17 11.     (N)    098 01 33.     (W)     SCALED    
 HG0235* NAVD 88     -       433.118  (meters)    1420.99   (feet)  ADJUSTED  
 HG0235  ___________________________________________________________________
 HG0235  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HG0235  DYNAMIC HT  -         432.756 (meters)    1419.80  (feet)  COMP
 HG0235  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 HG0235
 HG0235  VERT ORDER  -  FIRST     CLASS II
 HG0235
 HG0235.The horizontal coordinates were scaled from a topographic map and have
 HG0235.an estimated accuracy of +/- 6 seconds.
 HG0235
 HG0235.The orthometric height was determined by differential leveling
 HG0235.and adjusted by the National Geodetic Survey in June 1991..
 HG0235.WARNING-Repeat measurements at this control monument indicate possible
 HG0235.vertical movement.
 HG0235
 HG0235.The geoid height was determined by GEOID03.
 HG0235
 HG0235.The dynamic height is computed by dividing the NAVD 88
 HG0235.geopotential number by the normal gravity value computed on the
 HG0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0235.degrees latitude (g = 980.6199 gals.).
 HG0235
 HG0235.The modeled gravity was interpolated from observed gravity values.
 HG0235
 HG0235;                    North         East    Units  Estimated Accuracy
 HG0235;SPC KS S     -   468,890.      442,050.      MT  (+/- 180 meters Scaled)
 HG0235
 HG0235                          SUPERSEDED SURVEY CONTROL
 HG0235
 HG0235  NGVD 29 (??/??/92)  432.989  (m)         1420.56   (f) ADJ UNCH    1 2
 HG0235
 HG0235.Superseded values are not recommended for survey control.
 HG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0235.See file dsdata.txt to determine how the superseded data were derived.
 HG0235
 HG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG863270(NAD 83)
 HG0235_MARKER: DB = BENCH MARK DISK
 HG0235_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HG0235_SP_SET: BUILDING
 HG0235_STAMPING: K 238 1934
 HG0235_MARK LOGO: CGS   
 HG0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0235+STABILITY: POSITION/ELEVATION WELL
 HG0235
 HG0235  HISTORY     - Date     Condition        Report By
 HG0235  HISTORY     - 1934     MONUMENTED       CGS
 HG0235  HISTORY     - 1953     GOOD             NGS
 HG0235  HISTORY     - 1986     GOOD             NGS
 HG0235
 HG0235                          STATION DESCRIPTION
 HG0235
 HG0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0235'AT HARPER.
 HG0235'AT HARPER, HARPER COUNTY, AT THE FIRST NATIONAL BANK BUILDING,
 HG0235'IN THE NORTH FACE, BETWEEN THE TENTH AND ELEVENTH COURSE BRICK
 HG0235'ABOVE THE SIDEWALK, 4 BRICKS EAST OF A WINDOW, 2-1/2 BRICKS WEST
 HG0235'OF THE DOORWAY, AND ABOUT 4 BRICKS LOWER THAN THE STONE WINDOW
 HG0235'SILL.  A STANDARD DISK, STAMPED K 238 1934 AND SET VERTICALLY.
 HG0235
 HG0235                          STATION RECOVERY (1986)
 HG0235
 HG0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0235'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 HG0235'BENCH MARK IS NOW BEHIND A 6-INCH SQUARE ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0814 ***********************************************************************
 HF0814  DESIGNATION -  K 239
 HF0814  PID         -  HF0814
 HF0814  STATE/COUNTY-  KS/SUMNER
 HF0814  USGS QUAD   -  DOSTER (1971)
 HF0814
 HF0814                         *CURRENT SURVEY CONTROL
 HF0814  ___________________________________________________________________
 HF0814* NAD 83(1986)-  37 02 49.     (N)    097 38 17.     (W)     SCALED    
 HF0814* NAVD 88     -       355.917  (meters)    1167.70   (feet)  ADJUSTED  
 HF0814  ___________________________________________________________________
 HF0814  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 HF0814  DYNAMIC HT  -         355.620 (meters)    1166.73  (feet)  COMP
 HF0814  MODELED GRAV-     979,786.1   (mgal)                       NAVD 88
 HF0814
 HF0814  VERT ORDER  -  SECOND    CLASS 0
 HF0814
 HF0814.The horizontal coordinates were scaled from a topographic map and have
 HF0814.an estimated accuracy of +/- 6 seconds.
 HF0814
 HF0814.The orthometric height was determined by differential leveling
 HF0814.and adjusted by the National Geodetic Survey in June 1991..
 HF0814
 HF0814.The geoid height was determined by GEOID03.
 HF0814
 HF0814.The dynamic height is computed by dividing the NAVD 88
 HF0814.geopotential number by the normal gravity value computed on the
 HF0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0814.degrees latitude (g = 980.6199 gals.).
 HF0814
 HF0814.The modeled gravity was interpolated from observed gravity values.
 HF0814
 HF0814;                    North         East    Units  Estimated Accuracy
 HF0814;SPC KS S     -   442,560.      476,680.      MT  (+/- 180 meters Scaled)
 HF0814
 HF0814                          SUPERSEDED SURVEY CONTROL
 HF0814
 HF0814  NGVD 29 (??/??/92)  355.807  (m)         1167.34   (f) ADJ UNCH    2 0
 HF0814
 HF0814.Superseded values are not recommended for survey control.
 HF0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0814.See file dsdata.txt to determine how the superseded data were derived.
 HF0814
 HF0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG211009(NAD 83)
 HF0814_MARKER: DB = BENCH MARK DISK
 HF0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0814_STAMPING: K 239 1934
 HF0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0814+STABILITY: SURFACE MOTION
 HF0814
 HF0814  HISTORY     - Date     Condition        Report By
 HF0814  HISTORY     - 1934     MONUMENTED       CGS
 HF0814
 HF0814                          STATION DESCRIPTION
 HF0814
 HF0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0814'2.9 MI W FROM CALDWELL.
 HF0814'2.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0814'FROM CALDWELL, SUMNER COUNTY, 2.0 MILES EAST OF THE STATION
 HF0814'SIGN AT JOHNSTONS, AT MILEAGE 34.6, 25 FEET NORTH OF THE CENTER
 HF0814'LINE OF THE TRACK, AND 20 FEET SOUTH AND 1 FOOT WEST OF THE
 HF0814'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 239 1934 AND SET
 HF0814'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0312 ***********************************************************************
 JF0312  DESIGNATION -  K 240
 JF0312  PID         -  JF0312
 JF0312  STATE/COUNTY-  KS/CHASE
 JF0312  USGS QUAD   -  MATFIELD GREEN (1973)
 JF0312
 JF0312                         *CURRENT SURVEY CONTROL
 JF0312  ___________________________________________________________________
 JF0312* NAD 83(1986)-  38 13 51.     (N)    096 33 16.     (W)     SCALED    
 JF0312* NAVD 88     -       383.364  (meters)    1257.75   (feet)  ADJUSTED  
 JF0312  ___________________________________________________________________
 JF0312  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 JF0312  DYNAMIC HT  -         383.079 (meters)    1256.82  (feet)  COMP
 JF0312  MODELED GRAV-     979,873.9   (mgal)                       NAVD 88
 JF0312
 JF0312  VERT ORDER  -  SECOND    CLASS 0
 JF0312
 JF0312.The horizontal coordinates were scaled from a topographic map and have
 JF0312.an estimated accuracy of +/- 6 seconds.
 JF0312
 JF0312.The orthometric height was determined by differential leveling
 JF0312.and adjusted by the National Geodetic Survey in June 1991..
 JF0312
 JF0312.The geoid height was determined by GEOID03.
 JF0312
 JF0312.The dynamic height is computed by dividing the NAVD 88
 JF0312.geopotential number by the normal gravity value computed on the
 JF0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0312.degrees latitude (g = 980.6199 gals.).
 JF0312
 JF0312.The modeled gravity was interpolated from observed gravity values.
 JF0312
 JF0312;                    North         East    Units  Estimated Accuracy
 JF0312;SPC KS S     -   575,380.      570,330.      MT  (+/- 180 meters Scaled)
 JF0312
 JF0312                          SUPERSEDED SURVEY CONTROL
 JF0312
 JF0312  NGVD 29 (??/??/92)  383.221  (m)         1257.28   (f) ADJ UNCH    2 0
 JF0312
 JF0312.Superseded values are not recommended for survey control.
 JF0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0312.See file dsdata.txt to determine how the superseded data were derived.
 JF0312
 JF0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH140342(NAD 83)
 JF0312_MARKER: DB = BENCH MARK DISK
 JF0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0312+STABILITY: SURFACE MOTION
 JF0312
 JF0312  HISTORY     - Date     Condition        Report By
 JF0312  HISTORY     - UNK      MONUMENTED       CGS
 JF0312  HISTORY     - 1934     GOOD             NGS
 JF0312  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0312
 JF0312                          STATION DESCRIPTION
 JF0312
 JF0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0312'3.2 MI S FROM BAZAR.
 JF0312'3.2 MILES SOUTH OF BY RAILROAD ALONG THE ATCHISON TOPEKA AND
 JF0312'SANTA FE RR 30 FEET WEST OF CENTER OF TRACK 15 FEET NORTH OF
 JF0312'FARM ROAD CROSSING ALONG AN EAST-WEST FENCE OPPOSITE THE 11TH
 JF0312'POLE SOUTH OF MP 139 2 IN ABOVE THE GROUND.  NOTE-- CONSTRUCTION
 JF0312'ON RR RIGHT-OF-WAY MAY HAVE DESTROYED THE MARK.
 JF0312
 JF0312                          STATION RECOVERY (1968)
 JF0312
 JF0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0427 ***********************************************************************
 HF0427  DESIGNATION -  K 241
 HF0427  PID         -  HF0427
 HF0427  STATE/COUNTY-  KS/BUTLER
 HF0427  USGS QUAD   -  GORDON (1979)
 HF0427
 HF0427                         *CURRENT SURVEY CONTROL
 HF0427  ___________________________________________________________________
 HF0427* NAD 83(1986)-  37 36 23.     (N)    096 59 38.     (W)     SCALED    
 HF0427* NAVD 88     -       366.842  (meters)    1203.55   (feet)  ADJUSTED  
 HF0427  ___________________________________________________________________
 HF0427  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HF0427  DYNAMIC HT  -         366.552 (meters)    1202.60  (feet)  COMP
 HF0427  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 HF0427
 HF0427  VERT ORDER  -  SECOND    CLASS 0
 HF0427
 HF0427.The horizontal coordinates were scaled from a topographic map and have
 HF0427.an estimated accuracy of +/- 6 seconds.
 HF0427
 HF0427.The orthometric height was determined by differential leveling
 HF0427.and adjusted by the National Geodetic Survey in June 1991..
 HF0427
 HF0427.The geoid height was determined by GEOID03.
 HF0427
 HF0427.The dynamic height is computed by dividing the NAVD 88
 HF0427.geopotential number by the normal gravity value computed on the
 HF0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0427.degrees latitude (g = 980.6199 gals.).
 HF0427
 HF0427.The modeled gravity was interpolated from observed gravity values.
 HF0427
 HF0427;                    North         East    Units  Estimated Accuracy
 HF0427;SPC KS S     -   505,370.      532,980.      MT  (+/- 180 meters Scaled)
 HF0427
 HF0427                          SUPERSEDED SURVEY CONTROL
 HF0427
 HF0427  NGVD 29 (??/??/92)  366.714  (m)         1203.13   (f) ADJ UNCH    2 0
 HF0427
 HF0427.Superseded values are not recommended for survey control.
 HF0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0427.See file dsdata.txt to determine how the superseded data were derived.
 HF0427
 HF0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG770640(NAD 83)
 HF0427_MARKER: DB = BENCH MARK DISK
 HF0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0427_STAMPING: K 241 1934
 HF0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0427+STABILITY: SURFACE MOTION
 HF0427
 HF0427  HISTORY     - Date     Condition        Report By
 HF0427  HISTORY     - 1934     MONUMENTED       CGS
 HF0427  HISTORY     - 1945     GOOD             NGS
 HF0427
 HF0427                          STATION DESCRIPTION
 HF0427
 HF0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HF0427'1.4 MI N FROM GORDON.
 HF0427'1.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0427'FROM GORDON, BUTLER COUNTY, NEAR MILEAGE 204.5, 2 RAILS SOUTH
 HF0427'OF A ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF THE TRACK,
 HF0427'AND 1 FOOT WEST OF THE RIGHT OF WAY FENCE.  A STANDARD DISK,
 HF0427'STAMPED K 241 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0231 ***********************************************************************
 HF0231  DESIGNATION -  K 242
 HF0231  PID         -  HF0231
 HF0231  STATE/COUNTY-  KS/COWLEY
 HF0231  USGS QUAD   -  BURDEN (1979)
 HF0231
 HF0231                         *CURRENT SURVEY CONTROL
 HF0231  ___________________________________________________________________
 HF0231* NAD 83(1986)-  37 18 28.     (N)    096 51 40.     (W)     SCALED    
 HF0231* NAVD 88     -       390.502  (meters)    1281.17   (feet)  ADJUSTED  
 HF0231  ___________________________________________________________________
 HF0231  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0231  DYNAMIC HT  -         390.181 (meters)    1280.12  (feet)  COMP
 HF0231  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 HF0231
 HF0231  VERT ORDER  -  SECOND    CLASS 0
 HF0231
 HF0231.The horizontal coordinates were scaled from a topographic map and have
 HF0231.an estimated accuracy of +/- 6 seconds.
 HF0231
 HF0231.The orthometric height was determined by differential leveling
 HF0231.and adjusted by the National Geodetic Survey in June 1991..
 HF0231.WARNING-Repeat measurements at this control monument indicate possible
 HF0231.vertical movement.
 HF0231
 HF0231.The geoid height was determined by GEOID03.
 HF0231
 HF0231.The dynamic height is computed by dividing the NAVD 88
 HF0231.geopotential number by the normal gravity value computed on the
 HF0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0231.degrees latitude (g = 980.6199 gals.).
 HF0231
 HF0231.The modeled gravity was interpolated from observed gravity values.
 HF0231
 HF0231;                    North         East    Units  Estimated Accuracy
 HF0231;SPC KS S     -   472,430.      545,280.      MT  (+/- 180 meters Scaled)
 HF0231
 HF0231                          SUPERSEDED SURVEY CONTROL
 HF0231
 HF0231  NGVD 29 (??/??/92)  390.390  (m)         1280.80   (f) ADJ UNCH    2 0
 HF0231
 HF0231.Superseded values are not recommended for survey control.
 HF0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0231.See file dsdata.txt to determine how the superseded data were derived.
 HF0231
 HF0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG895311(NAD 83)
 HF0231_MARKER: DB = BENCH MARK DISK
 HF0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0231_SP_SET: BRIDGE
 HF0231_STAMPING: K 242 1934
 HF0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0231
 HF0231  HISTORY     - Date     Condition        Report By
 HF0231  HISTORY     - 1934     MONUMENTED       CGS
 HF0231  HISTORY     - 1962     GOOD             NGS
 HF0231  HISTORY     - 1962     GOOD             NGS
 HF0231
 HF0231                          STATION DESCRIPTION
 HF0231
 HF0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0231'1.9 MI E FROM NEW SALEM.
 HF0231'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0231'FROM NEW SALEM, COWLEY COUNTY, NEAR MILEAGE 236.9, AT A ROAD
 HF0231'CROSSING, 32 FEET WEST OF THE CENTERLINE OF THE ROAD, AT BRIDGE
 HF0231'236 B, IN THE SOUTH END OF THE EAST WALL, AND 5 FEET SOUTH OF THE
 HF0231'SOUTH RAIL.  A STANDARD DISK, STAMPED K 242 1934.
 HF0231
 HF0231                          STATION RECOVERY (1962)
 HF0231
 HF0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0153 ***********************************************************************
 HF0153  DESIGNATION -  K 243
 HF0153  PID         -  HF0153
 HF0153  STATE/COUNTY-  KS/ELK
 HF0153  USGS QUAD   -  ELK FALLS (1979)
 HF0153
 HF0153                         *CURRENT SURVEY CONTROL
 HF0153  ___________________________________________________________________
 HF0153* NAD 83(1986)-  37 22 08.     (N)    096 10 14.     (W)     SCALED    
 HF0153* NAVD 88     -       281.507  (meters)     923.58   (feet)  ADJUSTED  
 HF0153  ___________________________________________________________________
 HF0153  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 HF0153  DYNAMIC HT  -         281.279 (meters)     922.83  (feet)  COMP
 HF0153  MODELED GRAV-     979,815.6   (mgal)                       NAVD 88
 HF0153
 HF0153  VERT ORDER  -  SECOND    CLASS 0
 HF0153
 HF0153.The horizontal coordinates were scaled from a topographic map and have
 HF0153.an estimated accuracy of +/- 6 seconds.
 HF0153
 HF0153.The orthometric height was determined by differential leveling
 HF0153.and adjusted by the National Geodetic Survey in June 1991..
 HF0153
 HF0153.The geoid height was determined by GEOID03.
 HF0153
 HF0153.The dynamic height is computed by dividing the NAVD 88
 HF0153.geopotential number by the normal gravity value computed on the
 HF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0153.degrees latitude (g = 980.6199 gals.).
 HF0153
 HF0153.The modeled gravity was interpolated from observed gravity values.
 HF0153
 HF0153;                    North         East    Units  Estimated Accuracy
 HF0153;SPC KS S     -   480,510.      606,320.      MT  (+/- 180 meters Scaled)
 HF0153
 HF0153                          SUPERSEDED SURVEY CONTROL
 HF0153
 HF0153  NGVD 29 (??/??/92)  281.360  (m)          923.10   (f) ADJ UNCH    2 0
 HF0153
 HF0153.Superseded values are not recommended for survey control.
 HF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0153.See file dsdata.txt to determine how the superseded data were derived.
 HF0153
 HF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG505395(NAD 83)
 HF0153_MARKER: DB = BENCH MARK DISK
 HF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0153_STAMPING: K 243 1935
 HF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0153+STABILITY: SURFACE MOTION
 HF0153
 HF0153  HISTORY     - Date     Condition        Report By
 HF0153  HISTORY     - 1935     MONUMENTED       CGS
 HF0153  HISTORY     - 1962     GOOD             NGS
 HF0153  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HF0153
 HF0153                          STATION DESCRIPTION
 HF0153
 HF0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0153'1 MI E FROM ELK FALLS.
 HF0153'1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0153'FROM ELK FALLS, ELK COUNTY, 5 RAILS EAST OF BRIDGE NO. 194 B
 HF0153'OVER WILD CAT CREEK, AT A FARM-ROAD CROSSING, 48 FEET SOUTH OF
 HF0153'THE CENTERLINE OF THE TRACK, AND 30 FEET WEST OF THE ROAD.  A
 HF0153'STANDARD DISK, STAMPED K 243 1935 AND SET IN THE TOP OF A
 HF0153'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 HF0153
 HF0153                          STATION RECOVERY (1988)
 HF0153
 HF0153'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDB)
 HF0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0074 ***********************************************************************
 HF0074  DESIGNATION -  K 244
 HF0074  PID         -  HF0074
 HF0074  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0074  USGS QUAD   -  SEDAN (1979)
 HF0074
 HF0074                         *CURRENT SURVEY CONTROL
 HF0074  ___________________________________________________________________
 HF0074* NAD 83(1986)-  37 09 05.     (N)    096 13 20.     (W)     SCALED    
 HF0074* NAVD 88     -       304.615  (meters)     999.39   (feet)  ADJUSTED  
 HF0074  ___________________________________________________________________
 HF0074  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 HF0074  DYNAMIC HT  -         304.370 (meters)     998.59  (feet)  COMP
 HF0074  MODELED GRAV-     979,817.3   (mgal)                       NAVD 88
 HF0074
 HF0074  VERT ORDER  -  SECOND    CLASS 0
 HF0074
 HF0074.The horizontal coordinates were scaled from a topographic map and have
 HF0074.an estimated accuracy of +/- 6 seconds.
 HF0074
 HF0074.The orthometric height was determined by differential leveling
 HF0074.and adjusted by the National Geodetic Survey in June 1991..
 HF0074
 HF0074.The geoid height was determined by GEOID03.
 HF0074
 HF0074.The dynamic height is computed by dividing the NAVD 88
 HF0074.geopotential number by the normal gravity value computed on the
 HF0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0074.degrees latitude (g = 980.6199 gals.).
 HF0074
 HF0074.The modeled gravity was interpolated from observed gravity values.
 HF0074
 HF0074;                    North         East    Units  Estimated Accuracy
 HF0074;SPC KS S     -   456,270.      602,330.      MT  (+/- 180 meters Scaled)
 HF0074
 HF0074                          SUPERSEDED SURVEY CONTROL
 HF0074
 HF0074  NGVD 29 (??/??/92)  304.477  (m)          998.94   (f) ADJ UNCH    2 0
 HF0074
 HF0074.Superseded values are not recommended for survey control.
 HF0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0074.See file dsdata.txt to determine how the superseded data were derived.
 HF0074
 HF0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG466152(NAD 83)
 HF0074_MARKER: DB = BENCH MARK DISK
 HF0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0074_STAMPING: K 244 1935
 HF0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0074+STABILITY: SURFACE MOTION
 HF0074
 HF0074  HISTORY     - Date     Condition        Report By
 HF0074  HISTORY     - 1935     MONUMENTED       CGS
 HF0074  HISTORY     - 1943     GOOD             NGS
 HF0074
 HF0074                          STATION DESCRIPTION
 HF0074
 HF0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0074'3.1 MI NW FROM SEDAN.
 HF0074'3.1 MILES NORTHWEST ALONG STATE HIGHWAY 99 FROM SEDAN, CHAUTAUQUA
 HF0074'COUNTY, OPPOSITE A WHITE FARMHOUSE, 50 FEET EAST OF THE CENTERLINE
 HF0074'OF THE HIGHWAY, AND 3 FEET NORTH OF A JOG IN THE RIGHT-OF-WAY
 HF0074'FENCE.  A STANDARD DISK, STAMPED K 244 1935 AND SET IN THE
 HF0074'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 HF0074
 HF0074                          STATION RECOVERY (1943)
 HF0074
 HF0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 HF0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0624 ***********************************************************************
 HE0624  DESIGNATION -  K 245
 HE0624  PID         -  HE0624
 HE0624  STATE/COUNTY-  KS/WOODSON
 HE0624  USGS QUAD   -  YATES CENTER (1984)
 HE0624
 HE0624                         *CURRENT SURVEY CONTROL
 HE0624  ___________________________________________________________________
 HE0624* NAD 83(1986)-  37 53 26.     (N)    095 41 38.     (W)     SCALED    
 HE0624* NAVD 88     -       305.416  (meters)    1002.02   (feet)  ADJUSTED  
 HE0624  ___________________________________________________________________
 HE0624  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 HE0624  DYNAMIC HT  -         305.181 (meters)    1001.25  (feet)  COMP
 HE0624  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 HE0624
 HE0624  VERT ORDER  -  SECOND    CLASS 0
 HE0624
 HE0624.The horizontal coordinates were scaled from a topographic map and have
 HE0624.an estimated accuracy of +/- 6 seconds.
 HE0624
 HE0624.The orthometric height was determined by differential leveling
 HE0624.and adjusted by the National Geodetic Survey in June 1991..
 HE0624
 HE0624.The geoid height was determined by GEOID03.
 HE0624
 HE0624.The dynamic height is computed by dividing the NAVD 88
 HE0624.geopotential number by the normal gravity value computed on the
 HE0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0624.degrees latitude (g = 980.6199 gals.).
 HE0624
 HE0624.The modeled gravity was interpolated from observed gravity values.
 HE0624
 HE0624;                    North         East    Units  Estimated Accuracy
 HE0624;SPC KS S     -   539,550.      646,780.      MT  (+/- 180 meters Scaled)
 HE0624
 HE0624                          SUPERSEDED SURVEY CONTROL
 HE0624
 HE0624  NGVD 29 (??/??/92)  305.260  (m)         1001.51   (f) ADJ UNCH    2 0
 HE0624
 HE0624.Superseded values are not recommended for survey control.
 HE0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0624.See file dsdata.txt to determine how the superseded data were derived.
 HE0624
 HE0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB631970(NAD 83)
 HE0624_MARKER: DB = BENCH MARK DISK
 HE0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0624+STABILITY: SURFACE MOTION
 HE0624
 HE0624  HISTORY     - Date     Condition        Report By
 HE0624  HISTORY     - UNK      MONUMENTED       CGS
 HE0624  HISTORY     - 1934     GOOD             NGS
 HE0624
 HE0624                          STATION DESCRIPTION
 HE0624
 HE0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0624'NEAR DURAND.
 HE0624'26 YDS. S. OF STATION AT DURAND.  MARK IS LOCATED ALONG THE
 HE0624'MO. P. RAILROAD AT DURAND.  26 YDS. S. OF STATION AT DURAND,
 HE0624'6 YDS. E. OF CENTER OF E. TRACK, AND 46 YDS. S. OF JCT. OF
 HE0624'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0631 ***********************************************************************
 HE0631  DESIGNATION -  K 246
 HE0631  PID         -  HE0631
 HE0631  STATE/COUNTY-  KS/WOODSON
 HE0631  USGS QUAD   -  YATES CENTER (1984)
 HE0631
 HE0631                         *CURRENT SURVEY CONTROL
 HE0631  ___________________________________________________________________
 HE0631* NAD 83(1986)-  37 55 20.     (N)    095 41 41.     (W)     SCALED    
 HE0631* NAVD 88     -       321.764  (meters)    1055.65   (feet)  ADJUSTED  
 HE0631  ___________________________________________________________________
 HE0631  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 HE0631  DYNAMIC HT  -         321.518 (meters)    1054.85  (feet)  COMP
 HE0631  MODELED GRAV-     979,856.8   (mgal)                       NAVD 88
 HE0631
 HE0631  VERT ORDER  -  SECOND    CLASS 0
 HE0631
 HE0631.The horizontal coordinates were scaled from a topographic map and have
 HE0631.an estimated accuracy of +/- 6 seconds.
 HE0631
 HE0631.The orthometric height was determined by differential leveling
 HE0631.and adjusted by the National Geodetic Survey in June 1991..
 HE0631
 HE0631.The geoid height was determined by GEOID03.
 HE0631
 HE0631.The dynamic height is computed by dividing the NAVD 88
 HE0631.geopotential number by the normal gravity value computed on the
 HE0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0631.degrees latitude (g = 980.6199 gals.).
 HE0631
 HE0631.The modeled gravity was interpolated from observed gravity values.
 HE0631
 HE0631;                    North         East    Units  Estimated Accuracy
 HE0631;SPC KS S     -   543,060.      646,600.      MT  (+/- 180 meters Scaled)
 HE0631
 HE0631                          SUPERSEDED SURVEY CONTROL
 HE0631
 HE0631  NGVD 29 (??/??/92)  321.605  (m)         1055.13   (f) ADJ UNCH    2 0
 HE0631
 HE0631.Superseded values are not recommended for survey control.
 HE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0631.See file dsdata.txt to determine how the superseded data were derived.
 HE0631
 HE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC631006(NAD 83)
 HE0631_MARKER: DB = BENCH MARK DISK
 HE0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0631+STABILITY: SURFACE MOTION
 HE0631
 HE0631  HISTORY     - Date     Condition        Report By
 HE0631  HISTORY     - UNK      MONUMENTED       CGS
 HE0631  HISTORY     - 1934     GOOD             NGS
 HE0631
 HE0631                          STATION DESCRIPTION
 HE0631
 HE0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0631'2 MI N FROM DURAND.
 HE0631'2 MILES N. OF DURAND.  ALONG THE MO. P.R.R. 2 MILES N. OF DURAND,
 HE0631'MARK IS 30 YDS. S. OF COUNTY ROAD CROSSING, 11 YDS. E. OF CENTER
 HE0631'OF TRACK, AT MILE POLE 396-13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0585 ***********************************************************************
 HE0585  DESIGNATION -  K 25
 HE0585  PID         -  HE0585
 HE0585  STATE/COUNTY-  KS/WOODSON
 HE0585  USGS QUAD   -  TORONTO (1969)
 HE0585
 HE0585                         *CURRENT SURVEY CONTROL
 HE0585  ___________________________________________________________________
 HE0585* NAD 83(1986)-  37 46 18.     (N)    095 56 39.     (W)     SCALED    
 HE0585* NAVD 88     -       273.795  (meters)     898.28   (feet)  ADJUSTED  
 HE0585  ___________________________________________________________________
 HE0585  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HE0585  DYNAMIC HT  -         273.583 (meters)     897.58  (feet)  COMP
 HE0585  MODELED GRAV-     979,849.0   (mgal)                       NAVD 88
 HE0585
 HE0585  VERT ORDER  -  FIRST     CLASS II
 HE0585
 HE0585.The horizontal coordinates were scaled from a topographic map and have
 HE0585.an estimated accuracy of +/- 6 seconds.
 HE0585
 HE0585.The orthometric height was determined by differential leveling
 HE0585.and adjusted by the National Geodetic Survey in June 1991..
 HE0585
 HE0585.The geoid height was determined by GEOID03.
 HE0585
 HE0585.The dynamic height is computed by dividing the NAVD 88
 HE0585.geopotential number by the normal gravity value computed on the
 HE0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0585.degrees latitude (g = 980.6199 gals.).
 HE0585
 HE0585.The modeled gravity was interpolated from observed gravity values.
 HE0585
 HE0585;                    North         East    Units  Estimated Accuracy
 HE0585;SPC KS S     -   525,720.      625,140.      MT  (+/- 180 meters Scaled)
 HE0585
 HE0585                          SUPERSEDED SURVEY CONTROL
 HE0585
 HE0585  NGVD 29 (??/??/92)  273.652  (m)          897.81   (f) ADJ UNCH    1 2
 HE0585
 HE0585.Superseded values are not recommended for survey control.
 HE0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0585.See file dsdata.txt to determine how the superseded data were derived.
 HE0585
 HE0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB406845(NAD 83)
 HE0585_MARKER: DB = BENCH MARK DISK
 HE0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0585_STAMPING: K 25 1933
 HE0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0585+STABILITY: SURFACE MOTION
 HE0585
 HE0585  HISTORY     - Date     Condition        Report By
 HE0585  HISTORY     - 1933     MONUMENTED       CGS
 HE0585
 HE0585                          STATION DESCRIPTION
 HE0585
 HE0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0585'1.9 MI S FROM TORONTO.
 HE0585'1.9 MILES SOUTH ALONG THE OLD ROADBED OF THE ABANDONED ATCHISON,
 HE0585'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT TORONTO, WOODSON
 HE0585'COUNTY, AT A FIELD-ROAD CROSSING, 44.6 FEET WEST OF THE OLD
 HE0585'ROADBED, AND 30 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 HE0585'STANDARD DISK, STAMPED K 25 1933 AND SET IN THE TOP OF A CONCRETE
 HE0585'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0296 ***********************************************************************
 HE0296  DESIGNATION -  K 252
 HE0296  PID         -  HE0296
 HE0296  STATE/COUNTY-  KS/BOURBON
 HE0296  USGS QUAD   -  FORT SCOTT (1978)
 HE0296
 HE0296                         *CURRENT SURVEY CONTROL
 HE0296  ___________________________________________________________________
 HE0296* NAD 83(1986)-  37 48 18.     (N)    094 41 58.     (W)     SCALED    
 HE0296* NAVD 88     -       279.266  (meters)     916.23   (feet)  ADJUSTED  
 HE0296  ___________________________________________________________________
 HE0296  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 HE0296  DYNAMIC HT  -         279.056 (meters)     915.54  (feet)  COMP
 HE0296  MODELED GRAV-     979,871.1   (mgal)                       NAVD 88
 HE0296
 HE0296  VERT ORDER  -  SECOND    CLASS 0
 HE0296
 HE0296.The horizontal coordinates were scaled from a topographic map and have
 HE0296.an estimated accuracy of +/- 6 seconds.
 HE0296
 HE0296.The orthometric height was determined by differential leveling
 HE0296.and adjusted by the National Geodetic Survey in June 1991..
 HE0296
 HE0296.The geoid height was determined by GEOID03.
 HE0296
 HE0296.The dynamic height is computed by dividing the NAVD 88
 HE0296.geopotential number by the normal gravity value computed on the
 HE0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0296.degrees latitude (g = 980.6199 gals.).
 HE0296
 HE0296.The modeled gravity was interpolated from observed gravity values.
 HE0296
 HE0296;                    North         East    Units  Estimated Accuracy
 HE0296;SPC KS S     -   533,160.      734,580.      MT  (+/- 180 meters Scaled)
 HE0296
 HE0296                          SUPERSEDED SURVEY CONTROL
 HE0296
 HE0296  NGVD 29 (??/??/92)  279.152  (m)          915.85   (f) ADJ UNCH    2 0
 HE0296
 HE0296.Superseded values are not recommended for survey control.
 HE0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0296.See file dsdata.txt to determine how the superseded data were derived.
 HE0296
 HE0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB503855(NAD 83)
 HE0296_MARKER: DB = BENCH MARK DISK
 HE0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0296_STAMPING: K 252 1934
 HE0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0296+STABILITY: SURFACE MOTION
 HE0296
 HE0296  HISTORY     - Date     Condition        Report By
 HE0296  HISTORY     - 1934     MONUMENTED       CGS
 HE0296
 HE0296                          STATION DESCRIPTION
 HE0296
 HE0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0296'2.6 MI S FROM FORT SCOTT.
 HE0296'2.6 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0296'FORT SCOTT, BOURBON COUNTY, 12 POLES SOUTH OF MILEPOST 101,
 HE0296'39 FEET NORTH OF THE CENTERLINE OF THE ROAD, 44 FEET EAST OF
 HE0296'THE CENTERLINE OF THE EAST TRACK, AND 2 FEET NORTH OF A CORNER
 HE0296'FENCE POST.  A STANDARD DISK, STAMPED K 252 1934 AND SET
 HE0296'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0227 ***********************************************************************
 HE0227  DESIGNATION -  K 253
 HE0227  PID         -  HE0227
 HE0227  STATE/COUNTY-  KS/CRAWFORD
 HE0227  USGS QUAD   -  CHEROKEE (1964)
 HE0227
 HE0227                         *CURRENT SURVEY CONTROL
 HE0227  ___________________________________________________________________
 HE0227* NAD 83(1986)-  37 20 47.     (N)    094 49 10.     (W)     SCALED    
 HE0227* NAVD 88     -       283.452  (meters)     929.96   (feet)  ADJUSTED  
 HE0227  ___________________________________________________________________
 HE0227  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HE0227  DYNAMIC HT  -         283.227 (meters)     929.22  (feet)  COMP
 HE0227  MODELED GRAV-     979,829.4   (mgal)                       NAVD 88
 HE0227
 HE0227  VERT ORDER  -  SECOND    CLASS 0
 HE0227
 HE0227.The horizontal coordinates were scaled from a topographic map and have
 HE0227.an estimated accuracy of +/- 6 seconds.
 HE0227
 HE0227.The orthometric height was determined by differential leveling
 HE0227.and adjusted by the National Geodetic Survey in June 1991..
 HE0227
 HE0227.The geoid height was determined by GEOID03.
 HE0227
 HE0227.The dynamic height is computed by dividing the NAVD 88
 HE0227.geopotential number by the normal gravity value computed on the
 HE0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0227.degrees latitude (g = 980.6199 gals.).
 HE0227
 HE0227.The modeled gravity was interpolated from observed gravity values.
 HE0227
 HE0227;                    North         East    Units  Estimated Accuracy
 HE0227;SPC KS S     -   481,880.      726,030.      MT  (+/- 180 meters Scaled)
 HE0227
 HE0227                          SUPERSEDED SURVEY CONTROL
 HE0227
 HE0227  NGVD 29 (??/??/92)  283.338  (m)          929.58   (f) ADJ UNCH    2 0
 HE0227
 HE0227.Superseded values are not recommended for survey control.
 HE0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0227.See file dsdata.txt to determine how the superseded data were derived.
 HE0227
 HE0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB388348(NAD 83)
 HE0227_MARKER: DB = BENCH MARK DISK
 HE0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0227_STAMPING: K 253 1934
 HE0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0227+STABILITY: SURFACE MOTION
 HE0227
 HE0227  HISTORY     - Date     Condition        Report By
 HE0227  HISTORY     - 1934     MONUMENTED       CGS
 HE0227  HISTORY     - 1935     GOOD             NGS
 HE0227  HISTORY     - 1962     MARK NOT FOUND   USGS
 HE0227
 HE0227                          STATION DESCRIPTION
 HE0227
 HE0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0227'AT CHEROKEE.
 HE0227'AT CHEROKEE, CRAWFORD COUNTY, OPPOSITE THE ST. LOUIS-SAN FRANCISCO
 HE0227'RAILWAY STATION, 36 FEET SOUTH OF THE CENTERLINE OF THE ST.
 HE0227'LOUIS-SAN FRANCISCO EAST-AND-WEST TRACK, 25 FEET EAST OF THE
 HE0227'CENTERLINE OF THE ST. LOUIS-SAN FRANCISCO RAILWAY MAIN TRACK,
 HE0227'AND 9 FEET SOUTH OF A POLE.  A STANDARD DISK SET IN THE TOP OF
 HE0227'A CONCRETE POST NOTE-- BELIEVED COVERED UP BY DIRT DUE TO TRAIN
 HE0227'ACCIDENT AT THE STATION.
 HE0227
 HE0227                          STATION RECOVERY (1962)
 HE0227
 HE0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HE0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0673 ***********************************************************************
 KE0673  DESIGNATION -  K 256
 KE0673  PID         -  KE0673
 KE0673  STATE/COUNTY-  KS/JEFFERSON
 KE0673  USGS QUAD   -  WINCHESTER (1979)
 KE0673
 KE0673                         *CURRENT SURVEY CONTROL
 KE0673  ___________________________________________________________________
 KE0673* NAD 83(1986)-  39 20 25.     (N)    095 21 09.     (W)     SCALED    
 KE0673* NAVD 88     -       348.869  (meters)    1144.58   (feet)  ADJUSTED  
 KE0673  ___________________________________________________________________
 KE0673  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 KE0673  DYNAMIC HT  -         348.646 (meters)    1143.85  (feet)  COMP
 KE0673  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 KE0673
 KE0673  VERT ORDER  -  SECOND    CLASS 0
 KE0673
 KE0673.The horizontal coordinates were scaled from a topographic map and have
 KE0673.an estimated accuracy of +/- 6 seconds.
 KE0673
 KE0673.The orthometric height was determined by differential leveling
 KE0673.and adjusted by the National Geodetic Survey in June 1991..
 KE0673
 KE0673.The geoid height was determined by GEOID03.
 KE0673
 KE0673.The dynamic height is computed by dividing the NAVD 88
 KE0673.geopotential number by the normal gravity value computed on the
 KE0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0673.degrees latitude (g = 980.6199 gals.).
 KE0673
 KE0673.The modeled gravity was interpolated from observed gravity values.
 KE0673
 KE0673;                    North         East    Units  Estimated Accuracy
 KE0673;SPC KS N     -   115,120.      628,200.      MT  (+/- 180 meters Scaled)
 KE0673
 KE0673                          SUPERSEDED SURVEY CONTROL
 KE0673
 KE0673  NGVD 29 (??/??/92)  348.778  (m)         1144.28   (f) ADJ UNCH    2 0
 KE0673
 KE0673.Superseded values are not recommended for survey control.
 KE0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0673.See file dsdata.txt to determine how the superseded data were derived.
 KE0673
 KE0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD972571(NAD 83)
 KE0673_MARKER: DB = BENCH MARK DISK
 KE0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0673_SP_SET: CULVERT
 KE0673_STAMPING: K 256 1938
 KE0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0673
 KE0673  HISTORY     - Date     Condition        Report By
 KE0673  HISTORY     - 1938     MONUMENTED       CGS
 KE0673  HISTORY     - 1950     GOOD             NGS
 KE0673
 KE0673                          STATION DESCRIPTION
 KE0673
 KE0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0673'AT BOYLE.
 KE0673'AT BOYLE, JEFFERSON COUNTY, ON STATE HIGHWAYS 4 AND 16, 17.1
 KE0673'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE POST OFFICE AND
 KE0673'GENERAL STORE, IN THE TOP OF THE NORTH END OF THE WEST HEADWALL
 KE0673'OF A CONCRETE PIPE CULVERT, 25.8 FEET NORTH OF THE CENTERLINE
 KE0673'OF THE HIGHWAY, AND 1-1/2 FEET HIGHER THAN THE HIGHWAY.  A
 KE0673'STANDARD DISK, STAMPED K 256 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0903 ***********************************************************************
 JE0903  DESIGNATION -  K 257
 JE0903  PID         -  JE0903
 JE0903  STATE/COUNTY-  KS/FRANKLIN
 JE0903  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE0903
 JE0903                         *CURRENT SURVEY CONTROL
 JE0903  ___________________________________________________________________
 JE0903* NAD 83(1986)-  38 32 03.     (N)    095 16 08.     (W)     SCALED    
 JE0903* NAVD 88     -       291.253  (meters)     955.55   (feet)  ADJUSTED  
 JE0903  ___________________________________________________________________
 JE0903  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JE0903  DYNAMIC HT  -         291.049 (meters)     954.88  (feet)  COMP
 JE0903  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 JE0903
 JE0903  VERT ORDER  -  SECOND    CLASS 0
 JE0903
 JE0903.The horizontal coordinates were scaled from a topographic map and have
 JE0903.an estimated accuracy of +/- 6 seconds.
 JE0903
 JE0903.The orthometric height was determined by differential leveling
 JE0903.and adjusted by the National Geodetic Survey in June 1991..
 JE0903
 JE0903.The geoid height was determined by GEOID03.
 JE0903
 JE0903.The dynamic height is computed by dividing the NAVD 88
 JE0903.geopotential number by the normal gravity value computed on the
 JE0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0903.degrees latitude (g = 980.6199 gals.).
 JE0903
 JE0903.The modeled gravity was interpolated from observed gravity values.
 JE0903
 JE0903;                    North         East    Units  Estimated Accuracy
 JE0903;SPC KS S     -   612,150.      681,670.      MT  (+/- 180 meters Scaled)
 JE0903
 JE0903                          SUPERSEDED SURVEY CONTROL
 JE0903
 JE0903  NGVD 29 (??/??/92)  291.136  (m)          955.17   (f) ADJ UNCH    2 0
 JE0903
 JE0903.Superseded values are not recommended for survey control.
 JE0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0903.See file dsdata.txt to determine how the superseded data were derived.
 JE0903
 JE0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC022675(NAD 83)
 JE0903_MARKER: DB = BENCH MARK DISK
 JE0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0903_SP_SET: SEMAPHORE BASE
 JE0903_STAMPING: K 257 1938
 JE0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0903
 JE0903  HISTORY     - Date     Condition        Report By
 JE0903  HISTORY     - 1938     MONUMENTED       CGS
 JE0903  HISTORY     - 1950     GOOD             NGS
 JE0903
 JE0903                          STATION DESCRIPTION
 JE0903
 JE0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JE0903'3.1 MI N FROM PRINCETON.
 JE0903'3.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE0903'FROM THE STATION AT PRINCETON, FRANKLIN COUNTY, 46 YARDS SOUTH OF
 JE0903'MILEPOST 64, 60 YARDS SOUTH OF A DIRT-ROAD CROSSING, AT SEMAPHORE
 JE0903'642, IN THE TOP OF THE WEST END OF THE CONCRETE BASE, 8.5 FEET
 JE0903'EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 6 INCHES HIGHER
 JE0903'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 257 1939.
 JE0903
 JE0903                          STATION RECOVERY (1950)
 JE0903
 JE0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0485 ***********************************************************************
 JG0485  DESIGNATION -  K 258
 JG0485  PID         -  JG0485
 JG0485  STATE/COUNTY-  KS/HODGEMAN
 JG0485  USGS QUAD   -  JETMORE NW (1970)
 JG0485
 JG0485                         *CURRENT SURVEY CONTROL
 JG0485  ___________________________________________________________________
 JG0485* NAD 83(1986)-  38 14 51.     (N)    099 53 59.     (W)     SCALED    
 JG0485* NAVD 88     -       700.139  (meters)    2297.04   (feet)  ADJUSTED  
 JG0485  ___________________________________________________________________
 JG0485  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0485  DYNAMIC HT  -         699.566 (meters)    2295.16  (feet)  COMP
 JG0485  MODELED GRAV-     979,787.4   (mgal)                       NAVD 88
 JG0485
 JG0485  VERT ORDER  -  SECOND    CLASS 0
 JG0485
 JG0485.The horizontal coordinates were scaled from a topographic map and have
 JG0485.an estimated accuracy of +/- 6 seconds.
 JG0485
 JG0485.The orthometric height was determined by differential leveling
 JG0485.and adjusted by the National Geodetic Survey in June 1991..
 JG0485
 JG0485.The geoid height was determined by GEOID03.
 JG0485
 JG0485.The dynamic height is computed by dividing the NAVD 88
 JG0485.geopotential number by the normal gravity value computed on the
 JG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0485.degrees latitude (g = 980.6199 gals.).
 JG0485
 JG0485.The modeled gravity was interpolated from observed gravity values.
 JG0485
 JG0485;                    North         East    Units  Estimated Accuracy
 JG0485;SPC KS S     -   576,370.      277,480.      MT  (+/- 180 meters Scaled)
 JG0485
 JG0485                          SUPERSEDED SURVEY CONTROL
 JG0485
 JG0485  NGVD 29 (??/??/92)  699.875  (m)         2296.17   (f) ADJ UNCH    2 0
 JG0485
 JG0485.Superseded values are not recommended for survey control.
 JG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0485.See file dsdata.txt to determine how the superseded data were derived.
 JG0485
 JG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH212336(NAD 83)
 JG0485_MARKER: DB = BENCH MARK DISK
 JG0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0485_SP_SET: CULVERT
 JG0485_STAMPING: K 258 1938
 JG0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0485
 JG0485  HISTORY     - Date     Condition        Report By
 JG0485  HISTORY     - 1938     MONUMENTED       CGS
 JG0485  HISTORY     - 1947     GOOD             NGS
 JG0485
 JG0485                          STATION DESCRIPTION
 JG0485
 JG0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JG0485'11.1 MI N FROM JETMORE.
 JG0485'11.1 MILES NORTH BY HIGHWAY.  ALONG HIGHWAY U.S. 283.  SET IN
 JG0485'CENTER OF TOP OF NORTH HEADWALL OF A SECTION ROAD CULVERT.  30
 JG0485'FT. WEST OF CENTER-LINE OF HIGHWAY U.S. 283 12 FT. NORTH OF
 JG0485'CENTER-LINE OF AN EAST AND WEST SECTION ROAD.  4 IN. ABOVE ROAD
 JG0485'LEVEL.  SET HORIZONTALLY.
 JG0485
 JG0485                          STATION RECOVERY (1947)
 JG0485
 JG0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 JG0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0266 ***********************************************************************
 KE0266  DESIGNATION -  K 259
 KE0266  PID         -  KE0266
 KE0266  STATE/COUNTY-  KS/JOHNSON
 KE0266  USGS QUAD   -  SHAWNEE (1991)
 KE0266
 KE0266                         *CURRENT SURVEY CONTROL
 KE0266  ___________________________________________________________________
 KE0266* NAD 83(1986)-  39 03 56.     (N)    094 44 44.     (W)     SCALED    
 KE0266* NAVD 88     -       232.443  (meters)     762.61   (feet)  ADJUSTED  
 KE0266  ___________________________________________________________________
 KE0266  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KE0266  DYNAMIC HT  -         232.292 (meters)     762.11  (feet)  COMP
 KE0266  MODELED GRAV-     979,973.7   (mgal)                       NAVD 88
 KE0266
 KE0266  VERT ORDER  -  SECOND    CLASS 0
 KE0266
 KE0266.The horizontal coordinates were scaled from a topographic map and have
 KE0266.an estimated accuracy of +/- 6 seconds.
 KE0266
 KE0266.The orthometric height was determined by differential leveling
 KE0266.and adjusted by the National Geodetic Survey in June 1991..
 KE0266
 KE0266.The geoid height was determined by GEOID03.
 KE0266
 KE0266.The dynamic height is computed by dividing the NAVD 88
 KE0266.geopotential number by the normal gravity value computed on the
 KE0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0266.degrees latitude (g = 980.6199 gals.).
 KE0266
 KE0266.The modeled gravity was interpolated from observed gravity values.
 KE0266
 KE0266;                    North         East    Units  Estimated Accuracy
 KE0266;SPC KS N     -    86,350.      681,590.      MT  (+/- 180 meters Scaled)
 KE0266
 KE0266                          SUPERSEDED SURVEY CONTROL
 KE0266
 KE0266  NGVD 29 (??/??/92)  232.348  (m)          762.30   (f) ADJ UNCH    2 0
 KE0266
 KE0266.Superseded values are not recommended for survey control.
 KE0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0266.See file dsdata.txt to determine how the superseded data were derived.
 KE0266
 KE0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD489255(NAD 83)
 KE0266_MARKER: DB = BENCH MARK DISK
 KE0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0266_STAMPING: K 259 1940
 KE0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0266+STABILITY: SURFACE MOTION
 KE0266
 KE0266  HISTORY     - Date     Condition        Report By
 KE0266  HISTORY     - 1940     MONUMENTED       CGS
 KE0266
 KE0266                          STATION DESCRIPTION
 KE0266
 KE0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KE0266'0.5 MI NE FROM MORRIS.
 KE0266'0.5 MILES NORTHEAST FROM RR. STATION AT MORRIS.  BENCH MARK
 KE0266'IS ALONG THE RIGHT-OF-WAY OF THE ATCHISON TOPEKA AND SANTA FE
 KE0266'RR., IN TRIANGLE FORMED BY RAILROAD, ROAD, AND CREEK AT GRADE
 KE0266'CROSSING, 200 FEET EAST OF CENTER OF CROSSING, 55.5 FEET SOUTHEAST
 KE0266'OF CENTERLINE OF SIDE TRACK, 28.5 FEET NORTH OF CENTERLINE OF
 KE0266'CONCRETE FLOOR OF BRIDGE OVER CREEK, 8.7 FEET NORTHEAST OF
 KE0266'END POST OF RIGHT-OF-WAY FENCE, 4.0 FEET SOUTHWEST OF A 4X4
 KE0266'INCH WOODEN POST PROJECTING 2.0 FEET, 1.5 FEET NORTHWEST OF
 KE0266'RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0267 ***********************************************************************
 KE0267  DESIGNATION -  K 259 RESET
 KE0267  PID         -  KE0267
 KE0267  STATE/COUNTY-  KS/WYANDOTTE
 KE0267  USGS QUAD   -  SHAWNEE (1991)
 KE0267
 KE0267                         *CURRENT SURVEY CONTROL
 KE0267  ___________________________________________________________________
 KE0267* NAD 83(1986)-  39 03 55.     (N)    094 44 43.     (W)     SCALED    
 KE0267* NAVD 88     -       232.22   (meters)     761.9    (feet)  RESET     
 KE0267  ___________________________________________________________________
 KE0267  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KE0267
 KE0267  VERT ORDER  -  THIRD
 KE0267
 KE0267.The horizontal coordinates were scaled from a topographic map and have
 KE0267.an estimated accuracy of +/- 6 seconds.
 KE0267
 KE0267.The orthometric height was computed from unverified reset data.
 KE0267
 KE0267.The geoid height was determined by GEOID03.
 KE0267
 KE0267;                    North         East    Units  Estimated Accuracy
 KE0267;SPC KS N     -    86,320.      681,610.      MT  (+/- 180 meters Scaled)
 KE0267
 KE0267                          SUPERSEDED SURVEY CONTROL
 KE0267
 KE0267.No superseded survey control is available for this station.
 KE0267
 KE0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD490254(NAD 83)
 KE0267_MARKER: DB = BENCH MARK DISK
 KE0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0267_SP_SET: CONCRETE POST
 KE0267_STAMPING: K 259 1940 RESET 1952
 KE0267_MARK LOGO: CGS   
 KE0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0267+STABILITY: SURFACE MOTION
 KE0267
 KE0267  HISTORY     - Date     Condition        Report By
 KE0267  HISTORY     - 1952     MONUMENTED       CGS
 KE0267  HISTORY     - 1986     GOOD             NGS
 KE0267  HISTORY     - 20050605 MARK NOT FOUND   GEOCAC
 KE0267
 KE0267                          STATION DESCRIPTION
 KE0267
 KE0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KE0267'0.4 MI NE FROM MORRIS.
 KE0267'0.4 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0267'FROM THE STATION AT MORRIS, 75 FEET WEST OF THE FIRST ROAD
 KE0267'CROSSING NORTHEAST OF MORRIS, 29 FEET SOUTH OF THE CENTER OF
 KE0267'AN EAST-WEST DIRT ROAD, 17 FEET NORTHWEST OF THE MOST NORTHWESTERLY
 KE0267'RAIL, 5 FEET NORTHWEST OF RAILROAD TELEGRAPH POLE 27G, 5 FEET
 KE0267'SOUTHWEST OF RIGHT-OF-WAY FENCE CORNER AND 1 FOOT SOUTHEAST
 KE0267'OF THE RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 KE0267'K 259 1940 RESET 1952, AND FLUSH WITH THE SURFACE OF THE GROUND.
 KE0267
 KE0267                          STATION RECOVERY (1986)
 KE0267
 KE0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0267'RECOVERED IN GOOD CONDITION.
 KE0267
 KE0267                          STATION RECOVERY (2005)
 KE0267
 KE0267'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0267'AREA HAS BEEN PAVED OVER WITH ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0507 ***********************************************************************
 HE0507  DESIGNATION -  K 26
 HE0507  PID         -  HE0507
 HE0507  STATE/COUNTY-  KS/MONTGOMERY
 HE0507  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0507
 HE0507                         *CURRENT SURVEY CONTROL
 HE0507  ___________________________________________________________________
 HE0507* NAD 83(1986)-  37 03 09.     (N)    095 42 26.     (W)     SCALED    
 HE0507* NAVD 88     -       231.534  (meters)     759.62   (feet)  ADJUSTED  
 HE0507  ___________________________________________________________________
 HE0507  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HE0507  DYNAMIC HT  -         231.348 (meters)     759.01  (feet)  COMP
 HE0507  MODELED GRAV-     979,823.0   (mgal)                       NAVD 88
 HE0507
 HE0507  VERT ORDER  -  FIRST     CLASS II
 HE0507
 HE0507.The horizontal coordinates were scaled from a topographic map and have
 HE0507.an estimated accuracy of +/- 6 seconds.
 HE0507
 HE0507.The orthometric height was determined by differential leveling
 HE0507.and adjusted by the National Geodetic Survey in June 1991..
 HE0507
 HE0507.The geoid height was determined by GEOID03.
 HE0507
 HE0507.The dynamic height is computed by dividing the NAVD 88
 HE0507.geopotential number by the normal gravity value computed on the
 HE0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0507.degrees latitude (g = 980.6199 gals.).
 HE0507
 HE0507.The modeled gravity was interpolated from observed gravity values.
 HE0507
 HE0507;                    North         East    Units  Estimated Accuracy
 HE0507;SPC KS S     -   446,540.      648,390.      MT  (+/- 180 meters Scaled)
 HE0507
 HE0507                          SUPERSEDED SURVEY CONTROL
 HE0507
 HE0507  NGVD 29 (??/??/92)  231.390  (m)          759.15   (f) ADJ UNCH    1 2
 HE0507
 HE0507.Superseded values are not recommended for survey control.
 HE0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0507.See file dsdata.txt to determine how the superseded data were derived.
 HE0507
 HE0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB592041(NAD 83)
 HE0507_MARKER: DB = BENCH MARK DISK
 HE0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0507_STAMPING: K 26 1933
 HE0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0507+STABILITY: SURFACE MOTION
 HE0507
 HE0507  HISTORY     - Date     Condition        Report By
 HE0507  HISTORY     - 1933     MONUMENTED       CGS
 HE0507  HISTORY     - 1958     MARK NOT FOUND   NGS
 HE0507
 HE0507                          STATION DESCRIPTION
 HE0507
 HE0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 HE0507'AT DEARING.
 HE0507'AT DEARING, MONTGOMERY COUNTY, 0.3 MILE EAST ALONG THE MISSOURI
 HE0507'PACIFIC RAILROAD FROM THE STATION, 143 YARDS EAST OF THE END
 HE0507'OF THE UNION TRACTION CO. PASSING TRACK, 49 FEET NORTH OF THE
 HE0507'NORTH RAIL OF THE M.P.R.R. MAIN TRACK, AND 37.6 FEET SOUTH OF
 HE0507'THE SOUTH RAIL OF THE UNION TRACTION CO. TRACK.  A STANDARD
 HE0507'DISK, STAMPED K 26 1933 AND SET IN THE TOP OF A CONCRETE POST
 HE0507'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0877 ***********************************************************************
 JE0877  DESIGNATION -  K 260
 JE0877  PID         -  JE0877
 JE0877  STATE/COUNTY-  KS/MIAMI
 JE0877  USGS QUAD   -  PAOLA WEST (1973)
 JE0877
 JE0877                         *CURRENT SURVEY CONTROL
 JE0877  ___________________________________________________________________
 JE0877* NAD 83(1986)-  38 33 16.     (N)    094 54 23.     (W)     SCALED    
 JE0877* NAVD 88     -       273.154  (meters)     896.17   (feet)  ADJUSTED  
 JE0877  ___________________________________________________________________
 JE0877  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JE0877  DYNAMIC HT  -         272.966 (meters)     895.56  (feet)  COMP
 JE0877  MODELED GRAV-     979,933.6   (mgal)                       NAVD 88
 JE0877
 JE0877  VERT ORDER  -  SECOND    CLASS 0
 JE0877
 JE0877.The horizontal coordinates were scaled from a topographic map and have
 JE0877.an estimated accuracy of +/- 6 seconds.
 JE0877
 JE0877.The orthometric height was determined by differential leveling
 JE0877.and adjusted by the National Geodetic Survey in June 1991..
 JE0877
 JE0877.The geoid height was determined by GEOID03.
 JE0877
 JE0877.The dynamic height is computed by dividing the NAVD 88
 JE0877.geopotential number by the normal gravity value computed on the
 JE0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0877.degrees latitude (g = 980.6199 gals.).
 JE0877
 JE0877.The modeled gravity was interpolated from observed gravity values.
 JE0877
 JE0877;                    North         East    Units  Estimated Accuracy
 JE0877;SPC KS S     -   615,560.      713,170.      MT  (+/- 180 meters Scaled)
 JE0877
 JE0877                          SUPERSEDED SURVEY CONTROL
 JE0877
 JE0877  NGVD 29 (??/??/92)  273.02   (m)          895.7    (f) COMPUTED    2 0
 JE0877
 JE0877.Superseded values are not recommended for survey control.
 JE0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0877.See file dsdata.txt to determine how the superseded data were derived.
 JE0877
 JE0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC338690(NAD 83)
 JE0877_MARKER: DB = BENCH MARK DISK
 JE0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0877_SP_SET: SIGNAL BASE
 JE0877_STAMPING: K 260 1940
 JE0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0877
 JE0877  HISTORY     - Date     Condition        Report By
 JE0877  HISTORY     - 1940     MONUMENTED       CGS
 JE0877
 JE0877                          STATION DESCRIPTION
 JE0877
 JE0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JE0877'1.5 MI SW FROM PAOLA.
 JE0877'1.5 MILES SOUTHWEST ALONG MISSOURI PACIFIC RR. FROM STATION
 JE0877'AT PAOLA.  BENCH MARK IS ON THE RIGHT-OF-WAY OF THE MISSOURI
 JE0877'PACIFIC RAILROAD, 200 FEET EAST OF MILEPOST NO. 328/10, 10 FEET
 JE0877'SOUTH OF CENTER LINE OF MAIN TRACK, SET FLUSH AND HORIZONTALLY
 JE0877'IN NORTHEAST CORNER OF CONCRETE BASE OF BLOCK SIGNAL NO. 3282.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0878 ***********************************************************************
 JE0878  DESIGNATION -  K 260 RESET
 JE0878  PID         -  JE0878
 JE0878  STATE/COUNTY-  KS/MIAMI
 JE0878  USGS QUAD   -  PAOLA WEST (1973)
 JE0878
 JE0878                         *CURRENT SURVEY CONTROL
 JE0878  ___________________________________________________________________
 JE0878* NAD 83(1986)-  38 33 16.     (N)    094 54 23.     (W)     SCALED    
 JE0878* NAVD 88     -       271.36   (meters)     890.3    (feet)  RESET     
 JE0878  ___________________________________________________________________
 JE0878  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JE0878
 JE0878  VERT ORDER  -  THIRD
 JE0878
 JE0878.The horizontal coordinates were scaled from a topographic map and have
 JE0878.an estimated accuracy of +/- 6 seconds.
 JE0878
 JE0878.The orthometric height was computed from unverified reset data.
 JE0878.No vertical observational check was made to the station.
 JE0878
 JE0878.The geoid height was determined by GEOID03.
 JE0878
 JE0878;                    North         East    Units  Estimated Accuracy
 JE0878;SPC KS S     -   615,560.      713,170.      MT  (+/- 180 meters Scaled)
 JE0878
 JE0878                          SUPERSEDED SURVEY CONTROL
 JE0878
 JE0878  NGVD 29 (??/??/??)  271.22   (m)          889.8    (f) RESET       3  
 JE0878
 JE0878.Superseded values are not recommended for survey control.
 JE0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0878.See file dsdata.txt to determine how the superseded data were derived.
 JE0878
 JE0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC338690(NAD 83)
 JE0878_MARKER: DB = BENCH MARK DISK
 JE0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0878_STAMPING: K 260 RESET 1946
 JE0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0878+STABILITY: SURFACE MOTION
 JE0878
 JE0878  HISTORY     - Date     Condition        Report By
 JE0878  HISTORY     - 1946     MONUMENTED       MPRR
 JE0878  HISTORY     - 1950     GOOD             NGS
 JE0878
 JE0878                          STATION DESCRIPTION
 JE0878
 JE0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0878'1.5 MI SW FROM PAOLA.
 JE0878'1.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0878'THE STATION AT PAOLA, 211 FEET WEST OF POLE 328/10, 45 FEET
 JE0878'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 30 FEET SOUTH OF
 JE0878'THE CONCRETE BASE OF AN ABANDONED SEMAPHORE, 9 FEET EAST OF A
 JE0878'POLE, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 JE0878'DISK, STAMPED K 260 RESET 1946 AND SET IN THE TOP OF A CONCRETE
 JE0878'POST PROJECTING 12 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0767 ***********************************************************************
 KE0767  DESIGNATION -  K 261
 KE0767  PID         -  KE0767
 KE0767  STATE/COUNTY-  KS/SHAWNEE
 KE0767  USGS QUAD   -  TOPEKA (1983)
 KE0767
 KE0767                         *CURRENT SURVEY CONTROL
 KE0767  ___________________________________________________________________
 KE0767* NAD 83(1986)-  39 03 16.     (N)    095 38 34.     (W)     SCALED    
 KE0767* NAVD 88     -       268.959  (meters)     882.41   (feet)  ADJUSTED  
 KE0767  ___________________________________________________________________
 KE0767  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KE0767  DYNAMIC HT  -         268.784 (meters)     881.84  (feet)  COMP
 KE0767  MODELED GRAV-     979,969.8   (mgal)                       NAVD 88
 KE0767
 KE0767  VERT ORDER  -  FIRST     CLASS II
 KE0767
 KE0767.The horizontal coordinates were scaled from a topographic map and have
 KE0767.an estimated accuracy of +/- 6 seconds.
 KE0767
 KE0767.The orthometric height was determined by differential leveling
 KE0767.and adjusted by the National Geodetic Survey in June 1991..
 KE0767
 KE0767.The geoid height was determined by GEOID03.
 KE0767
 KE0767.The dynamic height is computed by dividing the NAVD 88
 KE0767.geopotential number by the normal gravity value computed on the
 KE0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0767.degrees latitude (g = 980.6199 gals.).
 KE0767
 KE0767.The modeled gravity was interpolated from observed gravity values.
 KE0767
 KE0767;                    North         East    Units  Estimated Accuracy
 KE0767;SPC KS N     -    82,710.      604,010.      MT  (+/- 180 meters Scaled)
 KE0767
 KE0767                          SUPERSEDED SURVEY CONTROL
 KE0767
 KE0767  NGVD 29 (??/??/92)  268.870  (m)          882.12   (f) ADJ UNCH    1 2
 KE0767
 KE0767.Superseded values are not recommended for survey control.
 KE0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0767.See file dsdata.txt to determine how the superseded data were derived.
 KE0767
 KE0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD713261(NAD 83)
 KE0767_MARKER: DB = BENCH MARK DISK
 KE0767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0767_SP_SET: ABUTMENT
 KE0767_STAMPING: K 261 1940
 KE0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0767
 KE0767  HISTORY     - Date     Condition        Report By
 KE0767  HISTORY     - 1940     MONUMENTED       CGS
 KE0767  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0767
 KE0767                          STATION DESCRIPTION
 KE0767
 KE0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KE0767'1.4 MI E FROM TOPEKA.
 KE0767'1.4 MILES EAST OF ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION
 KE0767'IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE ATCHISON
 KE0767'TOPEKA AND SANTA FE RAILROAD, AT THE EAST END OF THE STEEL
 KE0767'RAILROAD BRIDGE NO. 51A, APPROXIMATELY 5 FEET BELOW LEVEL OF
 KE0767'RAILS, SET FLUSH AND HORIZONTALLY IN THE NORTH END OF THE
 KE0767'CONCRETE ABUTMENT.
 KE0767
 KE0767                          STATION RECOVERY (1986)
 KE0767
 KE0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0071 ***********************************************************************
 KF0071  DESIGNATION -  K 262
 KF0071  PID         -  KF0071
 KF0071  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0071  USGS QUAD   -  ST MARYS (1978)
 KF0071
 KF0071                         *CURRENT SURVEY CONTROL
 KF0071  ___________________________________________________________________
 KF0071* NAD 83(1986)-  39 11 46.     (N)    096 04 32.     (W)     SCALED    
 KF0071* NAVD 88     -       292.814  (meters)     960.67   (feet)  ADJUSTED  
 KF0071  ___________________________________________________________________
 KF0071  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 KF0071  DYNAMIC HT  -         292.625 (meters)     960.05  (feet)  COMP
 KF0071  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 KF0071
 KF0071  VERT ORDER  -  FIRST     CLASS II
 KF0071
 KF0071.The horizontal coordinates were scaled from a topographic map and have
 KF0071.an estimated accuracy of +/- 6 seconds.
 KF0071
 KF0071.The orthometric height was determined by differential leveling
 KF0071.and adjusted by the National Geodetic Survey in June 1991..
 KF0071
 KF0071.The geoid height was determined by GEOID03.
 KF0071
 KF0071.The dynamic height is computed by dividing the NAVD 88
 KF0071.geopotential number by the normal gravity value computed on the
 KF0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0071.degrees latitude (g = 980.6199 gals.).
 KF0071
 KF0071.The modeled gravity was interpolated from observed gravity values.
 KF0071
 KF0071;                    North         East    Units  Estimated Accuracy
 KF0071;SPC KS N     -    97,540.      566,230.      MT  (+/- 180 meters Scaled)
 KF0071
 KF0071                          SUPERSEDED SURVEY CONTROL
 KF0071
 KF0071  NGVD 29 (??/??/92)  292.722  (m)          960.37   (f) ADJ UNCH    1 2
 KF0071
 KF0071.Superseded values are not recommended for survey control.
 KF0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0071.See file dsdata.txt to determine how the superseded data were derived.
 KF0071
 KF0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ525426(NAD 83)
 KF0071_MARKER: DB = BENCH MARK DISK
 KF0071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0071_SP_SET: ABUTMENT
 KF0071_STAMPING: K 262 1940
 KF0071_MARK LOGO: CGS   
 KF0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0071+STABILITY: SURFACE MOTION
 KF0071
 KF0071  HISTORY     - Date     Condition        Report By
 KF0071  HISTORY     - 1940     MONUMENTED       CGS
 KF0071  HISTORY     - 1965     GOOD             NGS
 KF0071  HISTORY     - 1986     GOOD             NGS
 KF0071
 KF0071                          STATION DESCRIPTION
 KF0071
 KF0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0071'AT ST MARYS.
 KF0071'0.25 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0071'AT ST. MARYS, AT THE WEST END OF RAILROAD BRIDGE 91.88, AND IN
 KF0071'THE TOP OF THE SOUTH END OF THE CONCRETE ABUTMENT.  A STANDARD
 KF0071'DISK, STAMPED, K 262 1940.
 KF0071
 KF0071                          STATION RECOVERY (1986)
 KF0071
 KF0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0071'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  39.4 KM (24.4
 KF0071'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KF0071'TOPEKA.  ADD--3.7 M (12.1 FT) SOUTHWEST OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0643 ***********************************************************************
 KF0643  DESIGNATION -  K 263
 KF0643  PID         -  KF0643
 KF0643  STATE/COUNTY-  KS/RILEY
 KF0643  USGS QUAD   -  MANHATTAN (1991)
 KF0643
 KF0643                         *CURRENT SURVEY CONTROL
 KF0643  ___________________________________________________________________
 KF0643* NAD 83(1986)-  39 10 12.     (N)    096 35 38.     (W)     SCALED    
 KF0643* NAVD 88     -       313.224  (meters)    1027.64   (feet)  ADJUSTED  
 KF0643  ___________________________________________________________________
 KF0643  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 KF0643  DYNAMIC HT  -         313.015 (meters)    1026.95  (feet)  COMP
 KF0643  MODELED GRAV-     979,954.5   (mgal)                       NAVD 88
 KF0643
 KF0643  VERT ORDER  -  FIRST     CLASS II
 KF0643
 KF0643.The horizontal coordinates were scaled from a topographic map and have
 KF0643.an estimated accuracy of +/- 6 seconds.
 KF0643
 KF0643.The orthometric height was determined by differential leveling
 KF0643.and adjusted by the National Geodetic Survey in June 1991..
 KF0643
 KF0643.The geoid height was determined by GEOID03.
 KF0643
 KF0643.The dynamic height is computed by dividing the NAVD 88
 KF0643.geopotential number by the normal gravity value computed on the
 KF0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0643.degrees latitude (g = 980.6199 gals.).
 KF0643
 KF0643.The modeled gravity was interpolated from observed gravity values.
 KF0643
 KF0643;                    North         East    Units  Estimated Accuracy
 KF0643;SPC KS N     -    93,820.      521,500.      MT  (+/- 180 meters Scaled)
 KF0643
 KF0643                          SUPERSEDED SURVEY CONTROL
 KF0643
 KF0643  NGVD 29 (??/??/92)  313.082  (m)         1027.17   (f) ADJ UNCH    1 2
 KF0643
 KF0643.Superseded values are not recommended for survey control.
 KF0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0643.See file dsdata.txt to determine how the superseded data were derived.
 KF0643
 KF0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ078384(NAD 83)
 KF0643_MARKER: DB = BENCH MARK DISK
 KF0643_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0643_SP_SET: ABUTMENT
 KF0643_STAMPING: K 263 1940
 KF0643_MARK LOGO: CGS   
 KF0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0643+STABILITY: SURFACE MOTION
 KF0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0643+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 KF0643
 KF0643  HISTORY     - Date     Condition        Report By
 KF0643  HISTORY     - 1934     MONUMENTED       CGS
 KF0643  HISTORY     - 1968     GOOD             NGS
 KF0643  HISTORY     - 1969     GOOD             KSWRB
 KF0643  HISTORY     - 1980     GOOD             USGS
 KF0643  HISTORY     - 1986     GOOD             NGS
 KF0643  HISTORY     - 20051112 GOOD             GEOCAC
 KF0643
 KF0643                          STATION DESCRIPTION
 KF0643
 KF0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 KF0643'2 MI W FROM MANHATTAN.
 KF0643'ABOUT 2.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0643'STATION AT MANHATTAN, AT BRIDGE 121.40, IN THE TOP OF THE
 KF0643'SOUTHEAST END OF THE SOUTHWEST ABUTMENT, 9 FEET SOUTHEAST OF THE
 KF0643'CENTER OF THE TRACK, AND THE DISK IS CEMENTED IN A DRILL HOLE.
 KF0643'NOTE-- THE OLD CONCRETE ABUTMENT WAS FOUND IN POOR CONDITION
 KF0643'WITH A CRACK NEAR THE DISK.
 KF0643
 KF0643                          STATION RECOVERY (1969)
 KF0643
 KF0643'RECOVERY NOTE BY KANSAS WATER RESOURCES BOARD 1969
 KF0643'RECOVERED IN GOOD CONDITION.
 KF0643
 KF0643                          STATION RECOVERY (1980)
 KF0643
 KF0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KF0643'RECOVERED IN GOOD CONDITION.
 KF0643
 KF0643                          STATION RECOVERY (1986)
 KF0643
 KF0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0643'RECOVERED IN GOOD CONDITION.
 KF0643
 KF0643                          STATION RECOVERY (2005)
 KF0643
 KF0643'RECOVERY NOTE BY GEOCACHING 2005 (JPF)
 KF0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0597 ***********************************************************************
 KE0597  DESIGNATION -  K 264
 KE0597  PID         -  KE0597
 KE0597  STATE/COUNTY-  KS/DOUGLAS
 KE0597  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0597
 KE0597                         *CURRENT SURVEY CONTROL
 KE0597  ___________________________________________________________________
 KE0597* NAD 83(1986)-  39 01 13.     (N)    095 18 01.     (W)     SCALED    
 KE0597* NAVD 88     -       253.538  (meters)     831.82   (feet)  ADJUSTED  
 KE0597  ___________________________________________________________________
 KE0597  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KE0597  DYNAMIC HT  -         253.373 (meters)     831.27  (feet)  COMP
 KE0597  MODELED GRAV-     979,972.3   (mgal)                       NAVD 88
 KE0597
 KE0597  VERT ORDER  -  FIRST     CLASS II
 KE0597
 KE0597.The horizontal coordinates were scaled from a topographic map and have
 KE0597.an estimated accuracy of +/- 6 seconds.
 KE0597
 KE0597.The orthometric height was determined by differential leveling
 KE0597.and adjusted by the National Geodetic Survey in June 1991..
 KE0597
 KE0597.The geoid height was determined by GEOID03.
 KE0597
 KE0597.The dynamic height is computed by dividing the NAVD 88
 KE0597.geopotential number by the normal gravity value computed on the
 KE0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0597.degrees latitude (g = 980.6199 gals.).
 KE0597
 KE0597.The modeled gravity was interpolated from observed gravity values.
 KE0597
 KE0597;                    North         East    Units  Estimated Accuracy
 KE0597;SPC KS N     -    79,740.      633,760.      MT  (+/- 180 meters Scaled)
 KE0597
 KE0597                          SUPERSEDED SURVEY CONTROL
 KE0597
 KE0597  NGVD 29 (??/??/92)  253.456  (m)          831.55   (f) ADJ UNCH    1 2
 KE0597
 KE0597.Superseded values are not recommended for survey control.
 KE0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0597.See file dsdata.txt to determine how the superseded data were derived.
 KE0597
 KE0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD008215(NAD 83)
 KE0597_MARKER: DB = BENCH MARK DISK
 KE0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0597_STAMPING: K 264 1940
 KE0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0597+STABILITY: SURFACE MOTION
 KE0597
 KE0597  HISTORY     - Date     Condition        Report By
 KE0597  HISTORY     - 1940     MONUMENTED       CGS
 KE0597  HISTORY     - 1951     GOOD             NGS
 KE0597  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0597
 KE0597                          STATION DESCRIPTION
 KE0597
 KE0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0597'5.6 MI W FROM LAWRENCE.
 KE0597'5.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0597'FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY, 4.7 FEET EAST
 KE0597'OF MILEPOST 32, ONE POLE WEST OF SEMAPHORE 314, 34 FEET NORTH OF
 KE0597'THE CENTERLINE OF THE TRACK, 15 FEET SOUTH OF THE RIGHT-OF-WAY
 KE0597'FENCE, 2.2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT
 KE0597'14 INCHES BELOW THE SURFACE OF THE GROUND.  A STANDARD DISK,
 KE0597'STAMPED K 264 1940 AND SET IN THE TOP OF A CONCRETE POST.
 KE0597
 KE0597                          STATION RECOVERY (1986)
 KE0597
 KE0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0320 ***********************************************************************
 JF0320  DESIGNATION -  K 265
 JF0320  PID         -  JF0320
 JF0320  STATE/COUNTY-  KS/CHASE
 JF0320  USGS QUAD   -  MATFIELD GREEN SE (1967)
 JF0320
 JF0320                         *CURRENT SURVEY CONTROL
 JF0320  ___________________________________________________________________
 JF0320* NAD 83(1986)-  38 06 11.     (N)    096 36 00.     (W)     SCALED    
 JF0320* NAVD 88     -       436.742  (meters)    1432.88   (feet)  ADJUSTED  
 JF0320  ___________________________________________________________________
 JF0320  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 JF0320  DYNAMIC HT  -         436.408 (meters)    1431.78  (feet)  COMP
 JF0320  MODELED GRAV-     979,852.0   (mgal)                       NAVD 88
 JF0320
 JF0320  VERT ORDER  -  SECOND    CLASS 0
 JF0320
 JF0320.The horizontal coordinates were scaled from a topographic map and have
 JF0320.an estimated accuracy of +/- 6 seconds.
 JF0320
 JF0320.The orthometric height was determined by differential leveling
 JF0320.and adjusted by the National Geodetic Survey in June 1991..
 JF0320
 JF0320.The geoid height was determined by GEOID03.
 JF0320
 JF0320.The dynamic height is computed by dividing the NAVD 88
 JF0320.geopotential number by the normal gravity value computed on the
 JF0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0320.degrees latitude (g = 980.6199 gals.).
 JF0320
 JF0320.The modeled gravity was interpolated from observed gravity values.
 JF0320
 JF0320;                    North         East    Units  Estimated Accuracy
 JF0320;SPC KS S     -   561,120.      566,630.      MT  (+/- 180 meters Scaled)
 JF0320
 JF0320                          SUPERSEDED SURVEY CONTROL
 JF0320
 JF0320  NGVD 29 (??/??/92)  436.573  (m)         1432.32   (f) ADJ UNCH    2 0
 JF0320
 JF0320.Superseded values are not recommended for survey control.
 JF0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0320.See file dsdata.txt to determine how the superseded data were derived.
 JF0320
 JF0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH104199(NAD 83)
 JF0320_MARKER: DB = BENCH MARK DISK
 JF0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0320_SP_SET: CULVERT
 JF0320_STAMPING: K 263 1934
 JF0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0320
 JF0320  HISTORY     - Date     Condition        Report By
 JF0320  HISTORY     - 1934     MONUMENTED       CGS
 JF0320  HISTORY     - 1965     GOOD             USGS
 JF0320
 JF0320                          STATION DESCRIPTION
 JF0320
 JF0320'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JF0320'3.1 MI N FROM JAQUES SIDING.
 JF0320'6 MILES NORTH ALONG THE A.T. AND SF RY FROM THE STATION AT
 JF0320'CESSODAY, CHASE CO, T 22 S, R 8 E, IN NW 1/4 SEC 30, 6 RAILS
 JF0320'NORTH OF SIGNAL 1491, 23 FT WEST OF CENTERLINE OF THE TRACKS,
 JF0320'AT CULVERT NUMBER 149 A, SET IN NORTH END OF THE WEST HEADWALL
 JF0320'AND ABOUT 8 FEET LOWER THAN THE TRACK, STD DISK STAMPED K 65 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0485 ***********************************************************************
 HG0485  DESIGNATION -  K 266
 HG0485  PID         -  HG0485
 HG0485  STATE/COUNTY-  KS/KIOWA
 HG0485  USGS QUAD   -  BELVIDERE (1968)
 HG0485
 HG0485                         *CURRENT SURVEY CONTROL
 HG0485  ___________________________________________________________________
 HG0485* NAD 83(1986)-  37 26 44.     (N)    099 05 12.     (W)     SCALED    
 HG0485* NAVD 88     -       561.288  (meters)    1841.49   (feet)  ADJUSTED  
 HG0485  ___________________________________________________________________
 HG0485  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 HG0485  DYNAMIC HT  -         560.804 (meters)    1839.90  (feet)  COMP
 HG0485  MODELED GRAV-     979,750.5   (mgal)                       NAVD 88
 HG0485
 HG0485  VERT ORDER  -  SECOND    CLASS 0
 HG0485
 HG0485.The horizontal coordinates were scaled from a topographic map and have
 HG0485.an estimated accuracy of +/- 6 seconds.
 HG0485
 HG0485.The orthometric height was determined by differential leveling
 HG0485.and adjusted by the National Geodetic Survey in June 1991..
 HG0485
 HG0485.The geoid height was determined by GEOID03.
 HG0485
 HG0485.The dynamic height is computed by dividing the NAVD 88
 HG0485.geopotential number by the normal gravity value computed on the
 HG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0485.degrees latitude (g = 980.6199 gals.).
 HG0485
 HG0485.The modeled gravity was interpolated from observed gravity values.
 HG0485
 HG0485;                    North         East    Units  Estimated Accuracy
 HG0485;SPC KS S     -   486,610.      348,090.      MT  (+/- 180 meters Scaled)
 HG0485
 HG0485                          SUPERSEDED SURVEY CONTROL
 HG0485
 HG0485  NGVD 29 (??/??/92)  561.040  (m)         1840.68   (f) ADJ UNCH    2 0
 HG0485
 HG0485.Superseded values are not recommended for survey control.
 HG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0485.See file dsdata.txt to determine how the superseded data were derived.
 HG0485
 HG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG923443(NAD 83)
 HG0485_MARKER: DB = BENCH MARK DISK
 HG0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HG0485_SP_SET: BRIDGE
 HG0485_STAMPING: K 266 1940
 HG0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0485
 HG0485  HISTORY     - Date     Condition        Report By
 HG0485  HISTORY     - 1940     MONUMENTED       CGS
 HG0485
 HG0485                          STATION DESCRIPTION
 HG0485
 HG0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0485'0.5 MI SW FROM BELVIDERE.
 HG0485'0.5 MILE SOUTHWEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0485'TOPEKA, AND SANTA FE RR.  2 1/2 POLES NORTH OF MILE POST NO. 105.
 HG0485'25.0 FEET NORTHWEST OF CENTER LINE OF TRACK.  8.0 FEET BELOW TOP OF
 HG0485'RAIL.  SET FLUSH AND HORIZONTALLY IN DRILL HOLE IN TOP OF SOUTHWEST
 HG0485'CORNER OF HEADWALL OF RAILROAD BRIDGE NO. 104D.  NO WOODEN POST SET,
 HG0485'BRIDGE ACTS AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0435 ***********************************************************************
 JG0435  DESIGNATION -  K 267
 JG0435  PID         -  JG0435
 JG0435  STATE/COUNTY-  KS/PAWNEE
 JG0435  USGS QUAD   -  FORT LARNED (1970)
 JG0435
 JG0435                         *CURRENT SURVEY CONTROL
 JG0435  ___________________________________________________________________
 JG0435* NAD 83(1986)-  38 07 38.     (N)    099 10 04.     (W)     SCALED    
 JG0435* NAVD 88     -       618.796  (meters)    2030.17   (feet)  ADJUSTED  
 JG0435  ___________________________________________________________________
 JG0435  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 JG0435  DYNAMIC HT  -         618.310 (meters)    2028.57  (feet)  COMP
 JG0435  MODELED GRAV-     979,824.2   (mgal)                       NAVD 88
 JG0435
 JG0435  VERT ORDER  -  SECOND    CLASS 0
 JG0435
 JG0435.The horizontal coordinates were scaled from a topographic map and have
 JG0435.an estimated accuracy of +/- 6 seconds.
 JG0435
 JG0435.The orthometric height was determined by differential leveling
 JG0435.and adjusted by the National Geodetic Survey in June 1991..
 JG0435
 JG0435.The geoid height was determined by GEOID03.
 JG0435
 JG0435.The dynamic height is computed by dividing the NAVD 88
 JG0435.geopotential number by the normal gravity value computed on the
 JG0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0435.degrees latitude (g = 980.6199 gals.).
 JG0435
 JG0435.The modeled gravity was interpolated from observed gravity values.
 JG0435
 JG0435;                    North         East    Units  Estimated Accuracy
 JG0435;SPC KS S     -   562,310.      341,450.      MT  (+/- 180 meters Scaled)
 JG0435
 JG0435                          SUPERSEDED SURVEY CONTROL
 JG0435
 JG0435  NGVD 29 (??/??/92)  618.612  (m)         2029.56   (f) ADJ UNCH    2 0
 JG0435
 JG0435.Superseded values are not recommended for survey control.
 JG0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0435.See file dsdata.txt to determine how the superseded data were derived.
 JG0435
 JG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH852199(NAD 83)
 JG0435_MARKER: DB = BENCH MARK DISK
 JG0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0435_STAMPING: K 267 1940
 JG0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0435+STABILITY: SURFACE MOTION
 JG0435
 JG0435  HISTORY     - Date     Condition        Report By
 JG0435  HISTORY     - 1940     MONUMENTED       CGS
 JG0435
 JG0435                          STATION DESCRIPTION
 JG0435
 JG0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0435'5.1 MI SW FROM LARNED.
 JG0435'5.1 MILES SOUTHWEST BY RAIL, ALONG RIGHT-OF-WAY OF ATCHISON,
 JG0435'TOPEKA AND SANTA FE RR.  95.0 FEET NORTHWEST OF MILEPOST 297.
 JG0435'75.0 FEET SOUTHEAST OF CENTERLINE OF STATE HIGHWAY 45.  50.6
 JG0435'FEET NORTHWEST OF CENTERLINE OF TRACK.  4.7 FEET SOUTH OF A
 JG0435'4 X 4 INCH WHITE WOODEN POST PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0486 ***********************************************************************
 JG0486  DESIGNATION -  K 27
 JG0486  PID         -  JG0486
 JG0486  STATE/COUNTY-  KS/HODGEMAN
 JG0486  USGS QUAD   -  JETMORE NW (1970)
 JG0486
 JG0486                         *CURRENT SURVEY CONTROL
 JG0486  ___________________________________________________________________
 JG0486* NAD 83(1986)-  38 13 59.     (N)    099 53 57.     (W)     SCALED    
 JG0486* NAVD 88     -       709.830  (meters)    2328.83   (feet)  ADJUSTED  
 JG0486  ___________________________________________________________________
 JG0486  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0486  DYNAMIC HT  -         709.248 (meters)    2326.92  (feet)  COMP
 JG0486  MODELED GRAV-     979,785.7   (mgal)                       NAVD 88
 JG0486
 JG0486  VERT ORDER  -  SECOND    CLASS 0
 JG0486
 JG0486.The horizontal coordinates were scaled from a topographic map and have
 JG0486.an estimated accuracy of +/- 6 seconds.
 JG0486
 JG0486.The orthometric height was determined by differential leveling
 JG0486.and adjusted by the National Geodetic Survey in June 1991..
 JG0486
 JG0486.The geoid height was determined by GEOID03.
 JG0486
 JG0486.The dynamic height is computed by dividing the NAVD 88
 JG0486.geopotential number by the normal gravity value computed on the
 JG0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0486.degrees latitude (g = 980.6199 gals.).
 JG0486
 JG0486.The modeled gravity was interpolated from observed gravity values.
 JG0486
 JG0486;                    North         East    Units  Estimated Accuracy
 JG0486;SPC KS S     -   574,770.      277,510.      MT  (+/- 180 meters Scaled)
 JG0486
 JG0486                          SUPERSEDED SURVEY CONTROL
 JG0486
 JG0486  NGVD 29 (??/??/92)  709.564  (m)         2327.96   (f) ADJ UNCH    2 0
 JG0486
 JG0486.Superseded values are not recommended for survey control.
 JG0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0486.See file dsdata.txt to determine how the superseded data were derived.
 JG0486
 JG0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH213320(NAD 83)
 JG0486_MARKER: DB = BENCH MARK DISK
 JG0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0486+STABILITY: SURFACE MOTION
 JG0486
 JG0486  HISTORY     - Date     Condition        Report By
 JG0486  HISTORY     - UNK      MONUMENTED       CGS
 JG0486  HISTORY     - 1934     GOOD             NGS
 JG0486  HISTORY     - 1938     GOOD             NGS
 JG0486
 JG0486                          STATION DESCRIPTION
 JG0486
 JG0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0486'10.4 MI N FROM JETMORE.
 JG0486'10.4 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF
 JG0486'STATE HIGHWAY NO. 21.  IN THE S.W. CORNER OF SECTION 7 R 23 W
 JG0486'T 21 S 600 YDS WEST OF A WHITE FARM HOUSE APPROX. 58 T. EAST
 JG0486'OF THE CENTER LINE OF THE HIGHWAY.  3 FT. NORTH OF SECTION LINE
 JG0486'FENCE.  NOTE-- HWY 21 IS NOW U.S. 283.
 JG0486
 JG0486                          STATION RECOVERY (1938)
 JG0486
 JG0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JG0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0266 ***********************************************************************
 JH0266  DESIGNATION -  K 271
 JH0266  PID         -  JH0266
 JH0266  STATE/COUNTY-  KS/WICHITA
 JH0266  USGS QUAD   -  LEOTI (1970)
 JH0266
 JH0266                         *CURRENT SURVEY CONTROL
 JH0266  ___________________________________________________________________
 JH0266* NAD 83(1986)-  38 29 09.     (N)    101 19 51.     (W)     SCALED    
 JH0266* NAVD 88     -      1002.811  (meters)    3290.06   (feet)  ADJUSTED  
 JH0266  ___________________________________________________________________
 JH0266  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 JH0266  DYNAMIC HT  -        1001.951 (meters)    3287.23  (feet)  COMP
 JH0266  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 JH0266
 JH0266  VERT ORDER  -  SECOND    CLASS 0
 JH0266
 JH0266.The horizontal coordinates were scaled from a topographic map and have
 JH0266.an estimated accuracy of +/- 6 seconds.
 JH0266
 JH0266.The orthometric height was determined by differential leveling
 JH0266.and adjusted by the National Geodetic Survey in June 1991..
 JH0266
 JH0266.The geoid height was determined by GEOID03.
 JH0266
 JH0266.The dynamic height is computed by dividing the NAVD 88
 JH0266.geopotential number by the normal gravity value computed on the
 JH0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0266.degrees latitude (g = 980.6199 gals.).
 JH0266
 JH0266.The modeled gravity was interpolated from observed gravity values.
 JH0266
 JH0266;                    North         East    Units  Estimated Accuracy
 JH0266;SPC KS S     -   605,660.      153,050.      MT  (+/- 180 meters Scaled)
 JH0266
 JH0266                          SUPERSEDED SURVEY CONTROL
 JH0266
 JH0266  NGVD 29 (??/??/92) 1002.450  (m)         3288.87   (f) ADJ UNCH    2 0
 JH0266
 JH0266.Superseded values are not recommended for survey control.
 JH0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0266.See file dsdata.txt to determine how the superseded data were derived.
 JH0266
 JH0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH967622(NAD 83)
 JH0266_MARKER: DB = BENCH MARK DISK
 JH0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0266_STAMPING: K 271 1940
 JH0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0266+STABILITY: SURFACE MOTION
 JH0266
 JH0266  HISTORY     - Date     Condition        Report By
 JH0266  HISTORY     - 1940     MONUMENTED       CGS
 JH0266
 JH0266                          STATION DESCRIPTION
 JH0266
 JH0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0266'1.8 MI E FROM LEOTI.
 JH0266'1.8 MILES EAST OF THE COURT HOUSE IN LEOTI BENCH MARK IS ALONG
 JH0266'THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, AT A GRADE
 JH0266'CROSSING, 4.0 FEET NORTH OF THE FOURTH POLE WEST OF MILEPOST
 JH0266'NO. 705-20, 60 FEET NORTHEAST OF CENTER OF THE CROSSING, 44 FEET
 JH0266'NORTH OF THE CENTER LINE OF THE TRACK, 41 FEET EAST OF CENTER
 JH0266'LINE OF THE ROAD CROSSING THE TRACK, 10.0 FEET SOUTHEAST OF A
 JH0266'FENCE CORNER, 5.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 3.0 FEET
 JH0266'WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0
 JH0266'FEET.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0359 ***********************************************************************
 HH0359  DESIGNATION -  K 273
 HH0359  PID         -  HH0359
 HH0359  STATE/COUNTY-  KS/HASKELL
 HH0359  USGS QUAD   -  RYUS (1975)
 HH0359
 HH0359                         *CURRENT SURVEY CONTROL
 HH0359  ___________________________________________________________________
 HH0359* NAD 83(1986)-  37 27 43.     (N)    101 02 19.     (W)     SCALED    
 HH0359* NAVD 88     -       907.328  (meters)    2976.79   (feet)  ADJUSTED  
 HH0359  ___________________________________________________________________
 HH0359  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 HH0359  DYNAMIC HT  -         906.467 (meters)    2973.97  (feet)  COMP
 HH0359  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 HH0359
 HH0359  VERT ORDER  -  SECOND    CLASS 0
 HH0359
 HH0359.The horizontal coordinates were scaled from a topographic map and have
 HH0359.an estimated accuracy of +/- 6 seconds.
 HH0359
 HH0359.The orthometric height was determined by differential leveling
 HH0359.and adjusted by the National Geodetic Survey in June 1991..
 HH0359
 HH0359.The geoid height was determined by GEOID03.
 HH0359
 HH0359.The dynamic height is computed by dividing the NAVD 88
 HH0359.geopotential number by the normal gravity value computed on the
 HH0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0359.degrees latitude (g = 980.6199 gals.).
 HH0359
 HH0359.The modeled gravity was interpolated from observed gravity values.
 HH0359
 HH0359;                    North         East    Units  Estimated Accuracy
 HH0359;SPC KS S     -   491,320.      175,440.      MT  (+/- 180 meters Scaled)
 HH0359
 HH0359                          SUPERSEDED SURVEY CONTROL
 HH0359
 HH0359  NGVD 29 (??/??/92)  906.946  (m)         2975.54   (f) ADJ UNCH    2 0
 HH0359
 HH0359.Superseded values are not recommended for survey control.
 HH0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0359.See file dsdata.txt to determine how the superseded data were derived.
 HH0359
 HH0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG197480(NAD 83)
 HH0359_MARKER: DB = BENCH MARK DISK
 HH0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0359_STAMPING: K 273 1940
 HH0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0359+STABILITY: SURFACE MOTION
 HH0359
 HH0359  HISTORY     - Date     Condition        Report By
 HH0359  HISTORY     - 1940     MONUMENTED       CGS
 HH0359
 HH0359                          STATION DESCRIPTION
 HH0359
 HH0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0359'3.2 MI NW FROM SATANTA.
 HH0359'3.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0359'RAILWAY FROM THE STATION AT SATANTA, HASKELL COUNTY, 0.2 MILE
 HH0359'NORTHWEST OF A ROAD CROSSING, 5.7 FEET SOUTHEAST OF MILEPOST 3,
 HH0359'38 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 12 FEET
 HH0359'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 HH0359'K 273 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 HH0359'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0948 ***********************************************************************
 JE0948  DESIGNATION -  K 276
 JE0948  PID         -  JE0948
 JE0948  STATE/COUNTY-  KS/DOUGLAS
 JE0948  USGS QUAD   -  BALDWIN CITY (1978)
 JE0948
 JE0948                         *CURRENT SURVEY CONTROL
 JE0948  ___________________________________________________________________
 JE0948* NAD 83(1986)-  38 48 15.     (N)    095 12 18.     (W)     SCALED    
 JE0948* NAVD 88     -       313.223  (meters)    1027.63   (feet)  ADJUSTED  
 JE0948  ___________________________________________________________________
 JE0948  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JE0948  DYNAMIC HT  -         313.011 (meters)    1026.94  (feet)  COMP
 JE0948  MODELED GRAV-     979,943.5   (mgal)                       NAVD 88
 JE0948
 JE0948  VERT ORDER  -  SECOND    CLASS 0
 JE0948
 JE0948.The horizontal coordinates were scaled from a topographic map and have
 JE0948.an estimated accuracy of +/- 6 seconds.
 JE0948
 JE0948.The orthometric height was determined by differential leveling
 JE0948.and adjusted by the National Geodetic Survey in June 1991..
 JE0948
 JE0948.The geoid height was determined by GEOID03.
 JE0948
 JE0948.The dynamic height is computed by dividing the NAVD 88
 JE0948.geopotential number by the normal gravity value computed on the
 JE0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0948.degrees latitude (g = 980.6199 gals.).
 JE0948
 JE0948.The modeled gravity was interpolated from observed gravity values.
 JE0948
 JE0948;                    North         East    Units  Estimated Accuracy
 JE0948;SPC KS N     -    56,010.      642,750.      MT  (+/- 180 meters Scaled)
 JE0948
 JE0948                          SUPERSEDED SURVEY CONTROL
 JE0948
 JE0948  NGVD 29 (??/??/92)  313.113  (m)         1027.27   (f) ADJ UNCH    2 0
 JE0948
 JE0948.Superseded values are not recommended for survey control.
 JE0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0948.See file dsdata.txt to determine how the superseded data were derived.
 JE0948
 JE0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC085973(NAD 83)
 JE0948_MARKER: DB = BENCH MARK DISK
 JE0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0948_SP_SET: CULVERT
 JE0948_STAMPING: K 276 1945
 JE0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0948
 JE0948  HISTORY     - Date     Condition        Report By
 JE0948  HISTORY     - 1945     MONUMENTED       CGS
 JE0948  HISTORY     - 1950     GOOD             NGS
 JE0948  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0948
 JE0948                          STATION DESCRIPTION
 JE0948
 JE0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0948'2.4 MI N FROM BALDWIN.
 JE0948'ABOUT 2.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0948'RAILROAD FROM THE STATION AT BALDWIN, AT A ROAD CROSSING, 60.0
 JE0948'FEET NORTH OF AND ABOUT 3.0 FEET LOWER THAN THE CENTER LINE OF
 JE0948'THE TRACKS, 10.0 FEET WEST OF THE CENTER LINE OF THE ROAD ON
 JE0948'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 4 FOOT CONCRETE
 JE0948'TUBE CULVERT.  A BRONZE DISK STAMPED K 276 1945 SET IN
 JE0948'DRILL HOLE IN CONCRETE.
 JE0948
 JE0948                          STATION RECOVERY (1950)
 JE0948
 JE0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0948'RECOVERED IN GOOD CONDITION.
 JE0948
 JE0948                          STATION RECOVERY (2005)
 JE0948
 JE0948'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1090 ***********************************************************************
 JE1090  DESIGNATION -  K 277
 JE1090  PID         -  JE1090
 JE1090  STATE/COUNTY-  KS/ANDERSON
 JE1090  USGS QUAD   -  KINCAID (1983)
 JE1090
 JE1090                         *CURRENT SURVEY CONTROL
 JE1090  ___________________________________________________________________
 JE1090* NAD 83(1986)-  38 04 20.     (N)    095 11 16.     (W)     SCALED    
 JE1090* NAVD 88     -       329.236  (meters)    1080.17   (feet)  ADJUSTED  
 JE1090  ___________________________________________________________________
 JE1090  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JE1090  DYNAMIC HT  -         328.991 (meters)    1079.36  (feet)  COMP
 JE1090  MODELED GRAV-     979,874.4   (mgal)                       NAVD 88
 JE1090
 JE1090  VERT ORDER  -  SECOND    CLASS 0
 JE1090
 JE1090.The horizontal coordinates were scaled from a topographic map and have
 JE1090.an estimated accuracy of +/- 6 seconds.
 JE1090
 JE1090.The orthometric height was determined by differential leveling
 JE1090.and adjusted by the National Geodetic Survey in June 1991..
 JE1090
 JE1090.The geoid height was determined by GEOID03.
 JE1090
 JE1090.The dynamic height is computed by dividing the NAVD 88
 JE1090.geopotential number by the normal gravity value computed on the
 JE1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1090.degrees latitude (g = 980.6199 gals.).
 JE1090
 JE1090.The modeled gravity was interpolated from observed gravity values.
 JE1090
 JE1090;                    North         East    Units  Estimated Accuracy
 JE1090;SPC KS S     -   561,160.      690,560.      MT  (+/- 180 meters Scaled)
 JE1090
 JE1090                          SUPERSEDED SURVEY CONTROL
 JE1090
 JE1090  NGVD 29 (??/??/92)  329.087  (m)         1079.68   (f) ADJ UNCH    2 0
 JE1090
 JE1090.Superseded values are not recommended for survey control.
 JE1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1090.See file dsdata.txt to determine how the superseded data were derived.
 JE1090
 JE1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC080160(NAD 83)
 JE1090_MARKER: DB = BENCH MARK DISK
 JE1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1090_STAMPING: K 277 1945
 JE1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1090+STABILITY: SURFACE MOTION
 JE1090
 JE1090  HISTORY     - Date     Condition        Report By
 JE1090  HISTORY     - 1945     MONUMENTED       CGS
 JE1090  HISTORY     - 1951     GOOD             NGS
 JE1090  HISTORY     - 20031022 MARK NOT FOUND   SKW
 JE1090
 JE1090                          STATION DESCRIPTION
 JE1090
 JE1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1090'2 MI W FROM KINCAID.
 JE1090'2.0 MILES WEST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE1090'RAILROAD FROM THE W.H. LOCKWOOD GARAGE AT KINCAID, ANDERSON
 JE1090'COUNTY, AT THE CROSSING OF A NORTH-AND-SOUTH DIRT ROAD, 42
 JE1090'FEET SOUTH OF THE CENTER LINE OF THE OLD ROADBED, 26 FEET
 JE1090'EAST OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH OF THE NORTH
 JE1090'END OF A HEDGEROW, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 JE1090'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED K 277 1945
 JE1090'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 JE1090'ABOVE GROUND.
 JE1090
 JE1090                          STATION RECOVERY (1951)
 JE1090
 JE1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1090'RECOVERED IN GOOD CONDITION.
 JE1090
 JE1090                          STATION RECOVERY (2003)
 JE1090
 JE1090'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC)
 JE1090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0783 ***********************************************************************
 JE0783  DESIGNATION -  K 278
 JE0783  PID         -  JE0783
 JE0783  STATE/COUNTY-  KS/MIAMI
 JE0783  USGS QUAD   -  OSAWATOMIE (1963)
 JE0783
 JE0783                         *CURRENT SURVEY CONTROL
 JE0783  ___________________________________________________________________
 JE0783* NAD 83(1986)-  38 26 32.     (N)    094 59 32.     (W)     SCALED    
 JE0783* NAVD 88     -       324.691  (meters)    1065.26   (feet)  ADJUSTED  
 JE0783  ___________________________________________________________________
 JE0783  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JE0783  DYNAMIC HT  -         324.459 (meters)    1064.50  (feet)  COMP
 JE0783  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 JE0783
 JE0783  VERT ORDER  -  SECOND    CLASS 0
 JE0783
 JE0783.The horizontal coordinates were scaled from a topographic map and have
 JE0783.an estimated accuracy of +/- 6 seconds.
 JE0783
 JE0783.The orthometric height was determined by differential leveling
 JE0783.and adjusted by the National Geodetic Survey in June 1991..
 JE0783
 JE0783.The geoid height was determined by GEOID03.
 JE0783
 JE0783.The dynamic height is computed by dividing the NAVD 88
 JE0783.geopotential number by the normal gravity value computed on the
 JE0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0783.degrees latitude (g = 980.6199 gals.).
 JE0783
 JE0783.The modeled gravity was interpolated from observed gravity values.
 JE0783
 JE0783;                    North         East    Units  Estimated Accuracy
 JE0783;SPC KS S     -   602,830.      706,160.      MT  (+/- 180 meters Scaled)
 JE0783
 JE0783                          SUPERSEDED SURVEY CONTROL
 JE0783
 JE0783  NGVD 29 (??/??/92)  324.553  (m)         1064.80   (f) ADJ UNCH    2 0
 JE0783
 JE0783.Superseded values are not recommended for survey control.
 JE0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0783.See file dsdata.txt to determine how the superseded data were derived.
 JE0783
 JE0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC261567(NAD 83)
 JE0783_MARKER: DB = BENCH MARK DISK
 JE0783_SETTING: 0 = UNSPECIFIED SETTING
 JE0783_STAMPING: K 278 1946
 JE0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0783+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 JE0783
 JE0783  HISTORY     - Date     Condition        Report By
 JE0783  HISTORY     - 1946     MONUMENTED       CGS
 JE0783  HISTORY     - 1950     GOOD             NGS
 JE0783  HISTORY     - 20010611 GOOD             SKW
 JE0783
 JE0783                          STATION DESCRIPTION
 JE0783
 JE0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0783'5.2 MI SW FROM OSAWATOMIE.
 JE0783'5.2 MILES SOUTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION
 JE0783'AT OSAWATOMIE, ALONG U.S. HIGHWAY 169, AT A CROSS ROAD, 150
 JE0783'FEET SOUTH OF THE CENTER OF THE HIGHWAY, 30 FEET WEST OF THE
 JE0783'CENTER OF A COUNTY ROAD, 6 FEET WEST OF A POWERLINE POLE, 2 FEET
 JE0783'EAST OF WITNESS POST.
 JE0783
 JE0783                          STATION RECOVERY (2001)
 JE0783
 JE0783'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0463 ***********************************************************************
 JF0463  DESIGNATION -  K 279
 JF0463  PID         -  JF0463
 JF0463  STATE/COUNTY-  KS/DICKINSON
 JF0463  USGS QUAD   -  ABILENE (1979)
 JF0463
 JF0463                         *CURRENT SURVEY CONTROL
 JF0463  ___________________________________________________________________
 JF0463* NAD 83(1986)-  38 55 34.     (N)    097 09 11.     (W)     SCALED    
 JF0463* NAVD 88     -       345.905  (meters)    1134.86   (feet)  ADJUSTED  
 JF0463  ___________________________________________________________________
 JF0463  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 JF0463  DYNAMIC HT  -         345.663 (meters)    1134.06  (feet)  COMP
 JF0463  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 JF0463
 JF0463  VERT ORDER  -  FIRST     CLASS II
 JF0463
 JF0463.The horizontal coordinates were scaled from a topographic map and have
 JF0463.an estimated accuracy of +/- 6 seconds.
 JF0463
 JF0463.The orthometric height was determined by differential leveling
 JF0463.and adjusted by the National Geodetic Survey in June 1991..
 JF0463
 JF0463.The geoid height was determined by GEOID03.
 JF0463
 JF0463.The dynamic height is computed by dividing the NAVD 88
 JF0463.geopotential number by the normal gravity value computed on the
 JF0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0463.degrees latitude (g = 980.6199 gals.).
 JF0463
 JF0463.The modeled gravity was interpolated from observed gravity values.
 JF0463
 JF0463;                    North         East    Units  Estimated Accuracy
 JF0463;SPC KS N     -    66,150.      473,440.      MT  (+/- 180 meters Scaled)
 JF0463
 JF0463                          SUPERSEDED SURVEY CONTROL
 JF0463
 JF0463  NGVD 29 (??/??/92)  345.795  (m)         1134.50   (f) ADJ UNCH    1 2
 JF0463
 JF0463.Superseded values are not recommended for survey control.
 JF0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0463.See file dsdata.txt to determine how the superseded data were derived.
 JF0463
 JF0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ601101(NAD 83)
 JF0463_MARKER: DB = BENCH MARK DISK
 JF0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0463_SP_SET: BRIDGE ABUTMENT
 JF0463_STAMPING: K 279 1947
 JF0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0463
 JF0463  HISTORY     - Date     Condition        Report By
 JF0463  HISTORY     - 1947     MONUMENTED       CGS
 JF0463  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0463
 JF0463                          STATION DESCRIPTION
 JF0463
 JF0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0463'1.8 MI SW FROM DETROIT.
 JF0463'1.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0463'STATION AT DETROIT, AT THE WEST END OF STEEL PLATE BRIDGE
 JF0463'NO. 160.27, 8.1 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 4.5
 JF0463'FEET BELOW THE BASE OF THE RAILS, SET IN THE CENTER AND TOP OF
 JF0463'AND 4.8 FEET SOUTH OF THE NORTH END OF THE BRIDGE SOCKET PORTION
 JF0463'OF THE WEST STONE ABUTMENT OF THE BRIDGE.
 JF0463
 JF0463                          STATION RECOVERY (1986)
 JF0463
 JF0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0463'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0506 ***********************************************************************
 JG0506  DESIGNATION -  K 28
 JG0506  PID         -  JG0506
 JG0506  STATE/COUNTY-  KS/HODGEMAN
 JG0506  USGS QUAD   -  JETMORE SE (1970)
 JG0506
 JG0506                         *CURRENT SURVEY CONTROL
 JG0506  ___________________________________________________________________
 JG0506* NAD 83(1986)-  38 05 35.     (N)    099 46 12.     (W)     SCALED    
 JG0506* NAVD 88     -       668.616  (meters)    2193.62   (feet)  ADJUSTED  
 JG0506  ___________________________________________________________________
 JG0506  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0506  DYNAMIC HT  -         668.065 (meters)    2191.81  (feet)  COMP
 JG0506  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 JG0506
 JG0506  VERT ORDER  -  SECOND    CLASS 0
 JG0506
 JG0506.The horizontal coordinates were scaled from a topographic map and have
 JG0506.an estimated accuracy of +/- 6 seconds.
 JG0506
 JG0506.The orthometric height was determined by differential leveling
 JG0506.and adjusted by the National Geodetic Survey in June 1991..
 JG0506
 JG0506.The geoid height was determined by GEOID03.
 JG0506
 JG0506.The dynamic height is computed by dividing the NAVD 88
 JG0506.geopotential number by the normal gravity value computed on the
 JG0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0506.degrees latitude (g = 980.6199 gals.).
 JG0506
 JG0506.The modeled gravity was interpolated from observed gravity values.
 JG0506
 JG0506;                    North         East    Units  Estimated Accuracy
 JG0506;SPC KS S     -   559,070.      288,600.      MT  (+/- 180 meters Scaled)
 JG0506
 JG0506                          SUPERSEDED SURVEY CONTROL
 JG0506
 JG0506  NGVD 29 (??/??/92)  668.382  (m)         2192.85   (f) ADJ UNCH    2 0
 JG0506
 JG0506.Superseded values are not recommended for survey control.
 JG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0506.See file dsdata.txt to determine how the superseded data were derived.
 JG0506
 JG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH324164(NAD 83)
 JG0506_MARKER: DB = BENCH MARK DISK
 JG0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0506_STAMPING: K 28 1934
 JG0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0506+STABILITY: SURFACE MOTION
 JG0506
 JG0506  HISTORY     - Date     Condition        Report By
 JG0506  HISTORY     - 1934     MONUMENTED       CGS
 JG0506  HISTORY     - 1969     MARK NOT FOUND   NGS
 JG0506
 JG0506                          STATION DESCRIPTION
 JG0506
 JG0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0506'4.1 MI W FROM HANSTON.
 JG0506'4.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0506'FROM HANSTON, HODGEMAN COUNTY, IN THE WEST SIDE OF SECTION 32,
 JG0506'T 22 S, R 22 W, 22 FEET EAST OF THE CENTERLINE OF A SECTION
 JG0506'ROAD, 108 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HIGHWAY
 JG0506'BRIDGE, 103 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 50 N,
 JG0506'AND 52 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 JG0506'DISK, STAMPED K 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JG0506
 JG0506                          STATION RECOVERY (1969)
 JG0506
 JG0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JG0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0184 ***********************************************************************
 KE0184  DESIGNATION -  K 280
 KE0184  PID         -  KE0184
 KE0184  STATE/COUNTY-  KS/LEAVENWORTH
 KE0184  USGS QUAD   -  LEAVENWORTH (1984)
 KE0184
 KE0184                         *CURRENT SURVEY CONTROL
 KE0184  ___________________________________________________________________
 KE0184* NAD 83(1986)-  39 16 16.     (N)    094 52 52.     (W)     SCALED    
 KE0184* NAVD 88     -       232.681  (meters)     763.39   (feet)  ADJUSTED  
 KE0184  ___________________________________________________________________
 KE0184  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KE0184  DYNAMIC HT  -         232.533 (meters)     762.90  (feet)  COMP
 KE0184  MODELED GRAV-     979,986.0   (mgal)                       NAVD 88
 KE0184
 KE0184  VERT ORDER  -  FIRST     CLASS II
 KE0184
 KE0184.The horizontal coordinates were scaled from a topographic map and have
 KE0184.an estimated accuracy of +/- 6 seconds.
 KE0184
 KE0184.The orthometric height was determined by differential leveling
 KE0184.and adjusted by the National Geodetic Survey in June 1991..
 KE0184
 KE0184.The geoid height was determined by GEOID03.
 KE0184
 KE0184.The dynamic height is computed by dividing the NAVD 88
 KE0184.geopotential number by the normal gravity value computed on the
 KE0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0184.degrees latitude (g = 980.6199 gals.).
 KE0184
 KE0184.The modeled gravity was interpolated from observed gravity values.
 KE0184
 KE0184;                    North         East    Units  Estimated Accuracy
 KE0184;SPC KS N     -   108,740.      669,080.      MT  (+/- 180 meters Scaled)
 KE0184
 KE0184                          SUPERSEDED SURVEY CONTROL
 KE0184
 KE0184  NGVD 29 (??/??/92)  232.594  (m)          763.10   (f) ADJ UNCH    1 2
 KE0184
 KE0184.Superseded values are not recommended for survey control.
 KE0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0184.See file dsdata.txt to determine how the superseded data were derived.
 KE0184
 KE0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD377485(NAD 83)
 KE0184_MARKER: DB = BENCH MARK DISK
 KE0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0184_STAMPING: K 280 1948
 KE0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0184+STABILITY: SURFACE MOTION
 KE0184
 KE0184  HISTORY     - Date     Condition        Report By
 KE0184  HISTORY     - 1948     MONUMENTED       CGS
 KE0184  HISTORY     - 1951     GOOD             NGS
 KE0184
 KE0184                          STATION DESCRIPTION
 KE0184
 KE0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0184'3.5 MI S FROM LEAVENWORTH.
 KE0184'3.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0184'CHICAGO GREAT WESTERN RAILWAY BRIDGE OVER THE MISSOURI RIVER AT
 KE0184'LEAVENWORTH, 0.5 MILE NORTH OF LEAVENWORTH JUNCTION, AT THE
 KE0184'CROSSING OF A PRIVATE ROAD, 70.3 FEET WEST OF MILEPOST 306, 46.4
 KE0184'FEET WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC TRACK, 13.0
 KE0184'FEET NORTH OF A WOODEN GATE, 1.0 FOOT EAST OF A RIGHT-OF-WAY
 KE0184'FENCE, 3.6 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP
 KE0184'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0184
 KE0184                          STATION RECOVERY (1951)
 KE0184
 KE0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0210 ***********************************************************************
 KE0210  DESIGNATION -  K 281
 KE0210  PID         -  KE0210
 KE0210  STATE/COUNTY-  KS/WYANDOTTE
 KE0210  USGS QUAD   -  PARKVILLE (1991)
 KE0210
 KE0210                         *CURRENT SURVEY CONTROL
 KE0210  ___________________________________________________________________
 KE0210* NAD 83(1986)-  39 09 18.     (N)    094 39 31.     (W)     SCALED    
 KE0210* NAVD 88     -       234.625  (meters)     769.77   (feet)  ADJUSTED  
 KE0210  ___________________________________________________________________
 KE0210  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE0210  DYNAMIC HT  -         234.474 (meters)     769.27  (feet)  COMP
 KE0210  MODELED GRAV-     979,979.9   (mgal)                       NAVD 88
 KE0210
 KE0210  VERT ORDER  -  FIRST     CLASS II
 KE0210
 KE0210.The horizontal coordinates were scaled from a topographic map and have
 KE0210.an estimated accuracy of +/- 6 seconds.
 KE0210
 KE0210.The orthometric height was determined by differential leveling
 KE0210.and adjusted by the National Geodetic Survey in June 1991..
 KE0210
 KE0210.The geoid height was determined by GEOID03.
 KE0210
 KE0210.The dynamic height is computed by dividing the NAVD 88
 KE0210.geopotential number by the normal gravity value computed on the
 KE0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0210.degrees latitude (g = 980.6199 gals.).
 KE0210
 KE0210.The modeled gravity was interpolated from observed gravity values.
 KE0210
 KE0210;                    North         East    Units  Estimated Accuracy
 KE0210;SPC KS N     -    96,540.      688,740.      MT  (+/- 180 meters Scaled)
 KE0210
 KE0210                          SUPERSEDED SURVEY CONTROL
 KE0210
 KE0210  NGVD 29 (??/??/92)  234.541  (m)          769.49   (f) ADJ UNCH    1 2
 KE0210
 KE0210.Superseded values are not recommended for survey control.
 KE0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0210.See file dsdata.txt to determine how the superseded data were derived.
 KE0210
 KE0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD566352(NAD 83)
 KE0210_MARKER: DB = BENCH MARK DISK
 KE0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0210_SP_SET: BRIDGE ABUTMENT
 KE0210_STAMPING: K 281 1948
 KE0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0210
 KE0210  HISTORY     - Date     Condition        Report By
 KE0210  HISTORY     - 1948     MONUMENTED       CGS
 KE0210  HISTORY     - 1951     GOOD             NGS
 KE0210
 KE0210                          STATION DESCRIPTION
 KE0210
 KE0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0210'2.3 MI W FROM KANSAS CITY.
 KE0210'2.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0210'SEVENTH STREET TRAFFICWAY OVERPASS OVER THE RAILROADS AT KANSAS
 KE0210'CITY, SET IN THE SOUTH END OF THE WEST ABUTMENT OF A CONCRETE
 KE0210'BRIDGE UNDER THE MISSOURI PACIFIC TRACK, AT THE EAST END OF A
 KE0210'DIRT ROAD WHICH RUNS UNDER BRIDGE AND ENDS, 5 POLES EAST OF MILEPOST
 KE0210'290-30, 7.2 FEET SOUTH OF THE SOUTH RAIL OF THE MISSOURI PACIFIC
 KE0210'TRACK, 0.8 FOOT NORTH OF THE SOUTH END OF THE ABUTMENT, AND 3.0
 KE0210'FEET LOWER THAN THE TOP OF THE RAILS.
 KE0210
 KE0210                          STATION RECOVERY (1951)
 KE0210
 KE0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0211 ***********************************************************************
 KE0211  DESIGNATION -  K 282
 KE0211  PID         -  KE0211
 KE0211  STATE/COUNTY-  KS/WYANDOTTE
 KE0211  USGS QUAD   -  PARKVILLE (1991)
 KE0211
 KE0211                         *CURRENT SURVEY CONTROL
 KE0211  ___________________________________________________________________
 KE0211* NAD 83(1986)-  39 09 04.     (N)    094 38 53.     (W)     SCALED    
 KE0211* NAVD 88     -       230.851  (meters)     757.38   (feet)  ADJUSTED  
 KE0211  ___________________________________________________________________
 KE0211  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE0211  DYNAMIC HT  -         230.702 (meters)     756.89  (feet)  COMP
 KE0211  MODELED GRAV-     979,980.2   (mgal)                       NAVD 88
 KE0211
 KE0211  VERT ORDER  -  FIRST     CLASS II
 KE0211
 KE0211.The horizontal coordinates were scaled from a topographic map and have
 KE0211.an estimated accuracy of +/- 6 seconds.
 KE0211
 KE0211.The orthometric height was determined by differential leveling
 KE0211.and adjusted by the National Geodetic Survey in June 1991..
 KE0211
 KE0211.The geoid height was determined by GEOID03.
 KE0211
 KE0211.The dynamic height is computed by dividing the NAVD 88
 KE0211.geopotential number by the normal gravity value computed on the
 KE0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0211.degrees latitude (g = 980.6199 gals.).
 KE0211
 KE0211.The modeled gravity was interpolated from observed gravity values.
 KE0211
 KE0211;                    North         East    Units  Estimated Accuracy
 KE0211;SPC KS N     -    96,140.      689,670.      MT  (+/- 180 meters Scaled)
 KE0211
 KE0211                          SUPERSEDED SURVEY CONTROL
 KE0211
 KE0211  NGVD 29 (??/??/92)  230.768  (m)          757.11   (f) ADJ UNCH    1 2
 KE0211
 KE0211.Superseded values are not recommended for survey control.
 KE0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0211.See file dsdata.txt to determine how the superseded data were derived.
 KE0211
 KE0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD575348(NAD 83)
 KE0211_MARKER: DB = BENCH MARK DISK
 KE0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0211_SP_SET: BRIDGE
 KE0211_STAMPING: K 282 1948
 KE0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0211
 KE0211  HISTORY     - Date     Condition        Report By
 KE0211  HISTORY     - 1948     MONUMENTED       CGS
 KE0211  HISTORY     - 1951     GOOD             NGS
 KE0211  HISTORY     - 20041219 POOR             GEOCAC
 KE0211
 KE0211                          STATION DESCRIPTION
 KE0211
 KE0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0211'AT KANSAS CITY.
 KE0211'AT KANSAS CITY, AT THE NORTH END OF 18TH STREET, 1.6 MILE WEST
 KE0211'OF THE SEVENTH STREET TRAFFICWAY OVERPASS OVER THE RAILROADS,
 KE0211'SET IN THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 KE0211'BRIDGE FOR 18TH STREET OVER A SMALL CREEK, 217.0 FEET SOUTH OF
 KE0211'THE SOUTH RAIL OF THE MISSOURI PACIFIC TRACK, 13.0 FEET NORTHWEST
 KE0211'OF THE CENTER LINE OF 18TH STREET, 0.8 FOOT SOUTHWEST OF THE
 KE0211'NORTHEAST END OF THE HEADWALL, AND ABOUT 1.0 FOOT ABOVE ROAD LEVEL.
 KE0211
 KE0211                          STATION RECOVERY (1951)
 KE0211
 KE0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0211'RECOVERED IN GOOD CONDITION.
 KE0211
 KE0211                          STATION RECOVERY (2004)
 KE0211
 KE0211'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0211'DISK IS MARRED AND STAMPING CANNOT BE READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0575 ***********************************************************************
 JF0575  DESIGNATION -  K 283
 JF0575  PID         -  JF0575
 JF0575  STATE/COUNTY-  KS/DICKINSON
 JF0575  USGS QUAD   -  SOLOMON (1979)
 JF0575
 JF0575                         *CURRENT SURVEY CONTROL
 JF0575  ___________________________________________________________________
 JF0575* NAD 83(1986)-  38 59 17.     (N)    097 15 06.     (W)     SCALED    
 JF0575* NAVD 88     -       363.190  (meters)    1191.57   (feet)  ADJUSTED  
 JF0575  ___________________________________________________________________
 JF0575  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 JF0575  DYNAMIC HT  -         362.951 (meters)    1190.78  (feet)  COMP
 JF0575  MODELED GRAV-     979,957.5   (mgal)                       NAVD 88
 JF0575
 JF0575  VERT ORDER  -  FIRST     CLASS II
 JF0575
 JF0575.The horizontal coordinates were scaled from a topographic map and have
 JF0575.an estimated accuracy of +/- 6 seconds.
 JF0575
 JF0575.The orthometric height was determined by differential leveling
 JF0575.and adjusted by the National Geodetic Survey in June 1991..
 JF0575
 JF0575.The geoid height was determined by GEOID03.
 JF0575
 JF0575.The dynamic height is computed by dividing the NAVD 88
 JF0575.geopotential number by the normal gravity value computed on the
 JF0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0575.degrees latitude (g = 980.6199 gals.).
 JF0575
 JF0575.The modeled gravity was interpolated from observed gravity values.
 JF0575
 JF0575;                    North         East    Units  Estimated Accuracy
 JF0575;SPC KS N     -    72,950.      464,830.      MT  (+/- 180 meters Scaled)
 JF0575
 JF0575                          SUPERSEDED SURVEY CONTROL
 JF0575
 JF0575  NGVD 29 (??/??/92)  363.093  (m)         1191.25   (f) ADJ UNCH    1 2
 JF0575
 JF0575.Superseded values are not recommended for survey control.
 JF0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0575.See file dsdata.txt to determine how the superseded data were derived.
 JF0575
 JF0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ514169(NAD 83)
 JF0575_MARKER: DB = BENCH MARK DISK
 JF0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0575_STAMPING: K 283 1947
 JF0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0575+STABILITY: SURFACE MOTION
 JF0575
 JF0575  HISTORY     - Date     Condition        Report By
 JF0575  HISTORY     - 1947     MONUMENTED       CGS
 JF0575  HISTORY     - 1961     GOOD             NGS
 JF0575
 JF0575                          STATION DESCRIPTION
 JF0575
 JF0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0575'5.4 MI N FROM ABILENE.
 JF0575'5.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0575'FROM THE CROSSING OF THE UNION PACIFIC RAILWAY AND THE ATCHISON,
 JF0575'TOPEKA AND SANTA FE RAILWAY AT ABILENE, AT A ROAD CROSSING, 7
 JF0575'POLES NORTH OF THE STEEL RAILWAY BRIDGE OVER MUD CREEK, 67.7
 JF0575'FEET NORTH OF THE CENTER LINE OF THE ROAD, 45.9 FEET WEST OF THE
 JF0575'WEST RAIL OF THE TRACK AND 2 FEET LOWER, 9.1 FEET SOUTHWEST OF THE
 JF0575'FOURTEENTH POLE NORTH OF MILEPOST 64, 2.0 FEET SOUTH OF A
 JF0575'REFERENCE POST, 1.5 FEET EAST OF A FENCE, SET IN THE TOP OF A
 JF0575'CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.
 JF0575
 JF0575                          STATION RECOVERY (1961)
 JF0575
 JF0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0556 ***********************************************************************
 KF0556  DESIGNATION -  K 286
 KF0556  PID         -  KF0556
 KF0556  STATE/COUNTY-  KS/CLOUD
 KF0556  USGS QUAD   -  CONCORDIA (1980)
 KF0556
 KF0556                         *CURRENT SURVEY CONTROL
 KF0556  ___________________________________________________________________
 KF0556* NAD 83(1986)-  39 34 14.     (N)    097 39 39.     (W)     SCALED    
 KF0556* NAVD 88     -       420.274  (meters)    1378.85   (feet)  ADJUSTED  
 KF0556  ___________________________________________________________________
 KF0556  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 KF0556  DYNAMIC HT  -         420.008 (meters)    1377.98  (feet)  COMP
 KF0556  MODELED GRAV-     979,982.2   (mgal)                       NAVD 88
 KF0556
 KF0556  VERT ORDER  -  FIRST     CLASS II
 KF0556
 KF0556.The horizontal coordinates were scaled from a topographic map and have
 KF0556.an estimated accuracy of +/- 6 seconds.
 KF0556
 KF0556.The orthometric height was determined by differential leveling
 KF0556.and adjusted by the National Geodetic Survey in June 1991..
 KF0556
 KF0556.The geoid height was determined by GEOID03.
 KF0556
 KF0556.The dynamic height is computed by dividing the NAVD 88
 KF0556.geopotential number by the normal gravity value computed on the
 KF0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0556.degrees latitude (g = 980.6199 gals.).
 KF0556
 KF0556.The modeled gravity was interpolated from observed gravity values.
 KF0556
 KF0556;                    North         East    Units  Estimated Accuracy
 KF0556;SPC KS N     -   137,400.      429,140.      MT  (+/- 180 meters Scaled)
 KF0556
 KF0556                          SUPERSEDED SURVEY CONTROL
 KF0556
 KF0556  NGVD 29 (??/??/92)  420.126  (m)         1378.36   (f) ADJ UNCH    1 2
 KF0556
 KF0556.Superseded values are not recommended for survey control.
 KF0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0556.See file dsdata.txt to determine how the superseded data were derived.
 KF0556
 KF0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ150809(NAD 83)
 KF0556_MARKER: DB = BENCH MARK DISK
 KF0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0556_SP_SET: LIGHT POST
 KF0556_STAMPING: K 286 1947
 KF0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KF0556+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 KF0556
 KF0556  HISTORY     - Date     Condition        Report By
 KF0556  HISTORY     - 1947     MONUMENTED       CGS
 KF0556  HISTORY     - 20050809 GOOD             GEOCAC
 KF0556
 KF0556                          STATION DESCRIPTION
 KF0556
 KF0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0556'AT CONCORDIA.
 KF0556'AT CONCORDIA, AT THE POST OFFICE, SET IN THE TOP OF THE NORTHEAST
 KF0556'CORNER OF THE STONE BASE OF THE MOST SOUTHERLY LIGHT POST, AT
 KF0556'THE MAIN OR EAST ENTRANCE.
 KF0556
 KF0556                          STATION RECOVERY (2005)
 KF0556
 KF0556'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0500 ***********************************************************************
 KF0500  DESIGNATION -  K 287
 KF0500  PID         -  KF0500
 KF0500  STATE/COUNTY-  KS/CLOUD
 KF0500  USGS QUAD   -  MILTONVALE NW (1965)
 KF0500
 KF0500                         *CURRENT SURVEY CONTROL
 KF0500  ___________________________________________________________________
 KF0500* NAD 83(1986)-  39 22 52.     (N)    097 29 55.     (W)     SCALED    
 KF0500* NAVD 88     -       465.010  (meters)    1525.62   (feet)  ADJUSTED  
 KF0500  ___________________________________________________________________
 KF0500  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 KF0500  DYNAMIC HT  -         464.722 (meters)    1524.68  (feet)  COMP
 KF0500  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 KF0500
 KF0500  VERT ORDER  -  FIRST     CLASS II
 KF0500
 KF0500.The horizontal coordinates were scaled from a topographic map and have
 KF0500.an estimated accuracy of +/- 6 seconds.
 KF0500
 KF0500.The orthometric height was determined by differential leveling
 KF0500.and adjusted by the National Geodetic Survey in June 1991..
 KF0500
 KF0500.The geoid height was determined by GEOID03.
 KF0500
 KF0500.The dynamic height is computed by dividing the NAVD 88
 KF0500.geopotential number by the normal gravity value computed on the
 KF0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0500.degrees latitude (g = 980.6199 gals.).
 KF0500
 KF0500.The modeled gravity was interpolated from observed gravity values.
 KF0500
 KF0500;                    North         East    Units  Estimated Accuracy
 KF0500;SPC KS N     -   116,440.      443,200.      MT  (+/- 180 meters Scaled)
 KF0500
 KF0500                          SUPERSEDED SURVEY CONTROL
 KF0500
 KF0500  NGVD 29 (??/??/92)  464.885  (m)         1525.21   (f) ADJ UNCH    1 2
 KF0500
 KF0500.Superseded values are not recommended for survey control.
 KF0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0500.See file dsdata.txt to determine how the superseded data were derived.
 KF0500
 KF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ293601(NAD 83)
 KF0500_MARKER: DB = BENCH MARK DISK
 KF0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0500_STAMPING: K 287 1947
 KF0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0500+STABILITY: SURFACE MOTION
 KF0500
 KF0500  HISTORY     - Date     Condition        Report By
 KF0500  HISTORY     - 1947     MONUMENTED       CGS
 KF0500
 KF0500                          STATION DESCRIPTION
 KF0500
 KF0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0500'3.7 MI NW FROM MILTONVALE.
 KF0500'3.7 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0500'FROM THE STATION AT MILTONVALE, 0.2 MILE SOUTHEAST OF MILEPOST
 KF0500'97, AT A ROAD CROSSING, 94.5 FEET NORTHEAST OF THE NORTHEAST
 KF0500'RAIL OF THE TRACK, 40.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 KF0500'11.6 FEET NORTHWEST OF A CORNER FENCE POST, 2.0 FEET SOUTHWEST
 KF0500'OF A FENCE, 1.4 FEET NORTHWEST OF A REFERENCE POST, SET IN THE
 KF0500'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0412 ***********************************************************************
 KF0412  DESIGNATION -  K 289
 KF0412  PID         -  KF0412
 KF0412  STATE/COUNTY-  KS/DICKINSON
 KF0412  USGS QUAD   -  MANCHESTER (1965)
 KF0412
 KF0412                         *CURRENT SURVEY CONTROL
 KF0412  ___________________________________________________________________
 KF0412* NAD 83(1986)-  39 05 41.     (N)    097 19 28.     (W)     SCALED    
 KF0412* NAVD 88     -       394.805  (meters)    1295.29   (feet)  ADJUSTED  
 KF0412  ___________________________________________________________________
 KF0412  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 KF0412  DYNAMIC HT  -         394.558 (meters)    1294.48  (feet)  COMP
 KF0412  MODELED GRAV-     979,990.2   (mgal)                       NAVD 88
 KF0412
 KF0412  VERT ORDER  -  FIRST     CLASS II
 KF0412
 KF0412.The horizontal coordinates were scaled from a topographic map and have
 KF0412.an estimated accuracy of +/- 6 seconds.
 KF0412
 KF0412.The orthometric height was determined by differential leveling
 KF0412.and adjusted by the National Geodetic Survey in June 1991..
 KF0412
 KF0412.The geoid height was determined by GEOID03.
 KF0412
 KF0412.The dynamic height is computed by dividing the NAVD 88
 KF0412.geopotential number by the normal gravity value computed on the
 KF0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0412.degrees latitude (g = 980.6199 gals.).
 KF0412
 KF0412.The modeled gravity was interpolated from observed gravity values.
 KF0412
 KF0412;                    North         East    Units  Estimated Accuracy
 KF0412;SPC KS N     -    84,740.      458,440.      MT  (+/- 180 meters Scaled)
 KF0412
 KF0412                          SUPERSEDED SURVEY CONTROL
 KF0412
 KF0412  NGVD 29 (??/??/92)  394.707  (m)         1294.97   (f) ADJ UNCH    1 2
 KF0412
 KF0412.Superseded values are not recommended for survey control.
 KF0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0412.See file dsdata.txt to determine how the superseded data were derived.
 KF0412
 KF0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ449286(NAD 83)
 KF0412_MARKER: DB = BENCH MARK DISK
 KF0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0412_STAMPING: K 289 1947
 KF0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0412+STABILITY: SURFACE MOTION
 KF0412
 KF0412  HISTORY     - Date     Condition        Report By
 KF0412  HISTORY     - 1947     MONUMENTED       CGS
 KF0412
 KF0412                          STATION DESCRIPTION
 KF0412
 KF0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0412'AT MANCHESTER.
 KF0412'AT MANCHESTER, ABOUT 400.0 FEET NORTH ALONG THE ATCHISON, TOPEKA
 KF0412'AND SANTA FE RAILROAD FROM THE STATION, ACROSS THE TRACK FROM
 KF0412'THE 3RD POLE SOUTH OF MILEPOST 73, AT A ROAD CROSSING, 33.2
 KF0412'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 24.0 FEET SOUTH
 KF0412'OF THE CENTER LINE OF THE ROAD, 1.9 FEET SOUTH OF THE CROSSING
 KF0412'SIGN POST, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP
 KF0412'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0456 ***********************************************************************
 JG0456  DESIGNATION -  K 29
 JG0456  PID         -  JG0456
 JG0456  STATE/COUNTY-  KS/PAWNEE
 JG0456  USGS QUAD   -  LARNED (1970)
 JG0456
 JG0456                         *CURRENT SURVEY CONTROL
 JG0456  ___________________________________________________________________
 JG0456* NAD 83(1986)-  38 11 38.     (N)    099 04 36.     (W)     SCALED    
 JG0456* NAVD 88     -       607.771  (meters)    1994.00   (feet)  ADJUSTED  
 JG0456  ___________________________________________________________________
 JG0456  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0456  DYNAMIC HT  -         607.302 (meters)    1992.46  (feet)  COMP
 JG0456  MODELED GRAV-     979,838.1   (mgal)                       NAVD 88
 JG0456
 JG0456  VERT ORDER  -  SECOND    CLASS 0
 JG0456
 JG0456.The horizontal coordinates were scaled from a topographic map and have
 JG0456.an estimated accuracy of +/- 6 seconds.
 JG0456
 JG0456.The orthometric height was determined by differential leveling
 JG0456.and adjusted by the National Geodetic Survey in June 1991..
 JG0456
 JG0456.The geoid height was determined by GEOID03.
 JG0456
 JG0456.The dynamic height is computed by dividing the NAVD 88
 JG0456.geopotential number by the normal gravity value computed on the
 JG0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0456.degrees latitude (g = 980.6199 gals.).
 JG0456
 JG0456.The modeled gravity was interpolated from observed gravity values.
 JG0456
 JG0456;                    North         East    Units  Estimated Accuracy
 JG0456;SPC KS S     -   569,660.      349,490.      MT  (+/- 180 meters Scaled)
 JG0456
 JG0456                          SUPERSEDED SURVEY CONTROL
 JG0456
 JG0456  NGVD 29 (??/??/92)  607.602  (m)         1993.44   (f) ADJ UNCH    2 0
 JG0456
 JG0456.Superseded values are not recommended for survey control.
 JG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0456.See file dsdata.txt to determine how the superseded data were derived.
 JG0456
 JG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH932273(NAD 83)
 JG0456_MARKER: DB = BENCH MARK DISK
 JG0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0456_SP_SET: CONCRETE POST
 JG0456_STAMPING: K 29 1934
 JG0456_MARK LOGO: CGS   
 JG0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0456+STABILITY: SURFACE MOTION
 JG0456
 JG0456  HISTORY     - Date     Condition        Report By
 JG0456  HISTORY     - 1934     MONUMENTED       CGS
 JG0456  HISTORY     - 1987     GOOD             NOS
 JG0456
 JG0456                          STATION DESCRIPTION
 JG0456
 JG0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0456'1.5 MI NE FROM LARNED.
 JG0456'1.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JG0456'RAILWAY FROM LARNED, PAWNEE COUNTY, 54 FEET EAST OF THE CENTER
 JG0456'OF A PRIVATE ROAD CROSSING, 45 FEET NORTH OF THE CENTERLINE OF
 JG0456'THE ROAD, AND 47 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.
 JG0456'A STANDARD DISK, STAMPED K 29 1934 AND SET IN THE TOP OF A
 JG0456'CONCRETE POST.
 JG0456
 JG0456                          STATION RECOVERY (1987)
 JG0456
 JG0456'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 JG0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0495 ***********************************************************************
 JF0495  DESIGNATION -  K 290
 JF0495  PID         -  JF0495
 JF0495  STATE/COUNTY-  KS/DICKINSON
 JF0495  USGS QUAD   -  SOLOMON (1979)
 JF0495
 JF0495                         *CURRENT SURVEY CONTROL
 JF0495  ___________________________________________________________________
 JF0495* NAD 83(1986)-  38 55 12.     (N)    097 22 15.     (W)     SCALED    
 JF0495* NAVD 88     -       357.403  (meters)    1172.58   (feet)  ADJUSTED  
 JF0495  ___________________________________________________________________
 JF0495  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 JF0495  DYNAMIC HT  -         357.167 (meters)    1171.81  (feet)  COMP
 JF0495  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 JF0495
 JF0495  VERT ORDER  -  FIRST     CLASS II
 JF0495
 JF0495.The horizontal coordinates were scaled from a topographic map and have
 JF0495.an estimated accuracy of +/- 6 seconds.
 JF0495
 JF0495.The orthometric height was determined by differential leveling
 JF0495.and adjusted by the National Geodetic Survey in June 1991..
 JF0495
 JF0495.The geoid height was determined by GEOID03.
 JF0495
 JF0495.The dynamic height is computed by dividing the NAVD 88
 JF0495.geopotential number by the normal gravity value computed on the
 JF0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0495.degrees latitude (g = 980.6199 gals.).
 JF0495
 JF0495.The modeled gravity was interpolated from observed gravity values.
 JF0495
 JF0495;                    North         East    Units  Estimated Accuracy
 JF0495;SPC KS N     -    65,320.      454,560.      MT  (+/- 180 meters Scaled)
 JF0495
 JF0495                          SUPERSEDED SURVEY CONTROL
 JF0495
 JF0495  NGVD 29 (??/??/92)  357.298  (m)         1172.24   (f) ADJ UNCH    1 2
 JF0495
 JF0495.Superseded values are not recommended for survey control.
 JF0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0495.See file dsdata.txt to determine how the superseded data were derived.
 JF0495
 JF0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ412091(NAD 83)
 JF0495_MARKER: DB = BENCH MARK DISK
 JF0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0495_SP_SET: CONCRETE POST
 JF0495_STAMPING: K 290 1947
 JF0495_MARK LOGO: CGS   
 JF0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0495+STABILITY: SURFACE MOTION
 JF0495
 JF0495  HISTORY     - Date     Condition        Report By
 JF0495  HISTORY     - 1947     MONUMENTED       CGS
 JF0495  HISTORY     - 1968     GOOD             NGS
 JF0495  HISTORY     - 1986     GOOD             NGS
 JF0495
 JF0495                          STATION DESCRIPTION
 JF0495
 JF0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0495'AT SOLOMON.
 JF0495'AT SOLOMON, SET AT THE SOUTHEAST CORNER OF THE PUBLIC SCHOOL
 JF0495'YARD, 18.2 FEET WEST OF THE WEST CURB OF WALNUT STREET, 19.7
 JF0495'FEET NORTH OF THE NORTH CURB OF 5 TH. STREET, 1.6 FEET NORTHWEST
 JF0495'OF THE IRON PIPE CORNER POST, A DISK SET IN TOP OF A CONCRETE
 JF0495'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 JF0495
 JF0495                          STATION RECOVERY (1968)
 JF0495
 JF0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0495'RECOVERED IN GOOD CONDITION.
 JF0495
 JF0495                          STATION RECOVERY (1986)
 JF0495
 JF0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0495'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 JF0495'DELETE--1.6 FEET NORTHWEST OF THE IRON PIPE CORNER POST.  ADD--3.2 M
 JF0495'(10.5 FT) NORTH OF THE CENTER OF A MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0988 ***********************************************************************
 JF0988  DESIGNATION -  K 291
 JF0988  PID         -  JF0988
 JF0988  STATE/COUNTY-  KS/SALINE
 JF0988  USGS QUAD   -  BROOKVILLE (1978)
 JF0988
 JF0988                         *CURRENT SURVEY CONTROL
 JF0988  ___________________________________________________________________
 JF0988* NAD 83(1986)-  38 46 19.     (N)    097 51 36.     (W)     SCALED    
 JF0988* NAVD 88     -       417.216  (meters)    1368.82   (feet)  ADJUSTED  
 JF0988  ___________________________________________________________________
 JF0988  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 JF0988  DYNAMIC HT  -         416.924 (meters)    1367.86  (feet)  COMP
 JF0988  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 JF0988
 JF0988  VERT ORDER  -  FIRST     CLASS II
 JF0988
 JF0988.The horizontal coordinates were scaled from a topographic map and have
 JF0988.an estimated accuracy of +/- 6 seconds.
 JF0988
 JF0988.The orthometric height was determined by differential leveling
 JF0988.and adjusted by the National Geodetic Survey in June 1991..
 JF0988
 JF0988.The geoid height was determined by GEOID03.
 JF0988
 JF0988.The dynamic height is computed by dividing the NAVD 88
 JF0988.geopotential number by the normal gravity value computed on the
 JF0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0988.degrees latitude (g = 980.6199 gals.).
 JF0988
 JF0988.The modeled gravity was interpolated from observed gravity values.
 JF0988
 JF0988;                    North         East    Units  Estimated Accuracy
 JF0988;SPC KS N     -    48,700.      412,170.      MT  (+/- 180 meters Scaled)
 JF0988
 JF0988                          SUPERSEDED SURVEY CONTROL
 JF0988
 JF0988  NGVD 29 (??/??/92)  417.102  (m)         1368.44   (f) ADJ UNCH    1 2
 JF0988
 JF0988.Superseded values are not recommended for survey control.
 JF0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0988.See file dsdata.txt to determine how the superseded data were derived.
 JF0988
 JF0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH990920(NAD 83)
 JF0988_MARKER: DB = BENCH MARK DISK
 JF0988_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0988_SP_SET: BUILDING
 JF0988_STAMPING: K 291 1952
 JF0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF0988+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 JF0988
 JF0988  HISTORY     - Date     Condition        Report By
 JF0988  HISTORY     - 1952     MONUMENTED       CGS
 JF0988  HISTORY     - 1983     GOOD             NGS
 JF0988  HISTORY     - 20050805 GOOD             GEOCAC
 JF0988
 JF0988                          STATION DESCRIPTION
 JF0988
 JF0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0988'AT BROOKVILLE.
 JF0988'AT BROOKVILLE, 5.1 FEET WEST OF THE NORTHEAST CORNER OF THE MAIN
 JF0988'BUILDING OF THE HIGH SCHOOL, 2.5 FEET ABOVE A CONCRETE PLATFORM,
 JF0988'SET VERTICALLY IN THE NORTH BRICK WALL OF THE SCHOOL BUILDING.
 JF0988
 JF0988                          STATION RECOVERY (1983)
 JF0988
 JF0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JF0988'AT THE NORTHWEST CORNER OF THE ORIGINAL PORTION OF THE BROOKVILLE
 JF0988'HIGH SCHOOL BUILDING, 1.55 M (5.1 FT) WEST OF THE NORTHEAST CORNER OF
 JF0988'THIS PART OF THE BUIDLING, 0.76 M (2.5 FT) ABOVE THE GROUND AND SET
 JF0988'VERTICALLY. THE BUILDING HAS HAD SEVERAL ADDITIONS BUILT ONTO IT,
 JF0988'HOWEVER, THE ORIGINAL BUILDING IS READILY RECONGIZABLE.
 JF0988
 JF0988                          STATION RECOVERY (2005)
 JF0988
 JF0988'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JF0988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1072 ***********************************************************************
 JF1072  DESIGNATION -  K 292
 JF1072  PID         -  JF1072
 JF1072  STATE/COUNTY-  KS/SALINE
 JF1072  USGS QUAD   -  ASSARIA (1978)
 JF1072
 JF1072                         *CURRENT SURVEY CONTROL
 JF1072  ___________________________________________________________________
 JF1072* NAD 83(1986)-  38 40 54.     (N)    097 36 09.     (W)     SCALED    
 JF1072* NAVD 88     -       390.771  (meters)    1282.05   (feet)  ADJUSTED  
 JF1072  ___________________________________________________________________
 JF1072  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF1072  DYNAMIC HT  -         390.500 (meters)    1281.17  (feet)  COMP
 JF1072  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 JF1072
 JF1072  VERT ORDER  -  FIRST     CLASS II
 JF1072
 JF1072.The horizontal coordinates were scaled from a topographic map and have
 JF1072.an estimated accuracy of +/- 6 seconds.
 JF1072
 JF1072.The orthometric height was determined by differential leveling
 JF1072.and adjusted by the National Geodetic Survey in June 1991..
 JF1072
 JF1072.The geoid height was determined by GEOID03.
 JF1072
 JF1072.The dynamic height is computed by dividing the NAVD 88
 JF1072.geopotential number by the normal gravity value computed on the
 JF1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1072.degrees latitude (g = 980.6199 gals.).
 JF1072
 JF1072.The modeled gravity was interpolated from observed gravity values.
 JF1072
 JF1072;                    North         East    Units  Estimated Accuracy
 JF1072;SPC KS N     -    38,750.      434,590.      MT  (+/- 180 meters Scaled)
 JF1072
 JF1072                          SUPERSEDED SURVEY CONTROL
 JF1072
 JF1072  NGVD 29 (??/??/92)  390.644  (m)         1281.64   (f) ADJ UNCH    1 2
 JF1072
 JF1072.Superseded values are not recommended for survey control.
 JF1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1072.See file dsdata.txt to determine how the superseded data were derived.
 JF1072
 JF1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH215823(NAD 83)
 JF1072_MARKER: DB = BENCH MARK DISK
 JF1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1072_SP_SET: CONCRETE POST
 JF1072_STAMPING: K 292 1952
 JF1072_MARK LOGO: CGS   
 JF1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1072+STABILITY: SURFACE MOTION
 JF1072
 JF1072  HISTORY     - Date     Condition        Report By
 JF1072  HISTORY     - 1952     MONUMENTED       CGS
 JF1072  HISTORY     - 1986     GOOD             NGS
 JF1072
 JF1072                          STATION DESCRIPTION
 JF1072
 JF1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1072'AT ASSARIA.
 JF1072'AT ASSARIA, 4 POLES NORTH OF THE UNION PACIFIC RAILROAD STATION,
 JF1072'AT THE SOUTHEAST CORNER OF A CEMETERY, 52 FEET NORTH OF THE
 JF1072'CENTER LINE OF AN EAST AND WEST ROAD, 24.4 FEET NORTHWEST OF THE
 JF1072'3RD POLE SOUTH OF MILEPOST 12, 33 FEET WEST OF THE WEST RAIL,
 JF1072'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JF1072'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JF1072
 JF1072                          STATION RECOVERY (1986)
 JF1072
 JF1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1072'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  DELETE--4
 JF1072'POLES NORTH OF THE UNION PACIFIC RAILROAD STATION, AND 24.4 FEET
 JF1072'NORTHWEST OF THE 3RD POLE SOUTH OF MILEPOST 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0042 ***********************************************************************
 JG0042  DESIGNATION -  K 293
 JG0042  PID         -  JG0042
 JG0042  STATE/COUNTY-  KS/ELLSWORTH
 JG0042  USGS QUAD   -  ELLSWORTH (1979)
 JG0042
 JG0042                         *CURRENT SURVEY CONTROL
 JG0042  ___________________________________________________________________
 JG0042* NAD 83(1986)-  38 42 42.     (N)    098 10 32.     (W)     SCALED    
 JG0042* NAVD 88     -       469.341  (meters)    1539.83   (feet)  ADJUSTED  
 JG0042  ___________________________________________________________________
 JG0042  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 JG0042  DYNAMIC HT  -         469.008 (meters)    1538.74  (feet)  COMP
 JG0042  MODELED GRAV-     979,905.9   (mgal)                       NAVD 88
 JG0042
 JG0042  VERT ORDER  -  FIRST     CLASS II
 JG0042
 JG0042.The horizontal coordinates were scaled from a topographic map and have
 JG0042.an estimated accuracy of +/- 6 seconds.
 JG0042
 JG0042.The orthometric height was determined by differential leveling
 JG0042.and adjusted by the National Geodetic Survey in June 1991..
 JG0042
 JG0042.The geoid height was determined by GEOID03.
 JG0042
 JG0042.The dynamic height is computed by dividing the NAVD 88
 JG0042.geopotential number by the normal gravity value computed on the
 JG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0042.degrees latitude (g = 980.6199 gals.).
 JG0042
 JG0042.The modeled gravity was interpolated from observed gravity values.
 JG0042
 JG0042;                    North         East    Units  Estimated Accuracy
 JG0042;SPC KS N     -    42,010.      384,730.      MT  (+/- 180 meters Scaled)
 JG0042
 JG0042                          SUPERSEDED SURVEY CONTROL
 JG0042
 JG0042  NGVD 29 (??/??/92)  469.191  (m)         1539.34   (f) ADJ UNCH    1 2
 JG0042
 JG0042.Superseded values are not recommended for survey control.
 JG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0042.See file dsdata.txt to determine how the superseded data were derived.
 JG0042
 JG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH716851(NAD 83)
 JG0042_MARKER: DB = BENCH MARK DISK
 JG0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0042_STAMPING: K 293 1952
 JG0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0042+STABILITY: SURFACE MOTION
 JG0042
 JG0042  HISTORY     - Date     Condition        Report By
 JG0042  HISTORY     - 1952     MONUMENTED       CGS
 JG0042
 JG0042                          STATION DESCRIPTION
 JG0042
 JG0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0042'1.2 MI W FROM KANOPOLIS.
 JG0042'1.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0042'AT KANOPOLIS, 4 POLES WEST OF BRIDGE 220.30, 3 POLES EAST OF
 JG0042'A PRIVATE ROAD CROSSING, 45 FEET NORTH OF THE NORTH RAIL, 9
 JG0042'FEET WEST OF A TELEPHONE POLE, 1.4 FEET SOUTH OF A FENCE, 2 FEET
 JG0042'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JG0042'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1673 ***********************************************************************
 JF1673  DESIGNATION -  K 294 RESET
 JF1673  PID         -  JF1673
 JF1673  STATE/COUNTY-  KS/SALINE
 JF1673  USGS QUAD   -  BROOKVILLE (1978)
 JF1673
 JF1673                         *CURRENT SURVEY CONTROL
 JF1673  ___________________________________________________________________
 JF1673* NAD 83(1986)-  38 46 07.     (N)    097 52 23.     (W)     SCALED    
 JF1673* NAVD 88     -       417.07   (meters)    1368.3    (feet)  RESET     
 JF1673  ___________________________________________________________________
 JF1673  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 JF1673
 JF1673  VERT ORDER  -  THIRD
 JF1673
 JF1673.The horizontal coordinates were scaled from a topographic map and have
 JF1673.an estimated accuracy of +/- 6 seconds.
 JF1673
 JF1673.The orthometric height was computed from unverified reset data.
 JF1673
 JF1673.The geoid height was determined by GEOID03.
 JF1673
 JF1673;                    North         East    Units  Estimated Accuracy
 JF1673;SPC KS N     -    48,330.      411,030.      MT  (+/- 180 meters Scaled)
 JF1673
 JF1673                          SUPERSEDED SURVEY CONTROL
 JF1673
 JF1673  NGVD 29 (03/09/04)  416.95   (m)         1367.9    (f) RESET       3  
 JF1673
 JF1673.Superseded values are not recommended for survey control.
 JF1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1673.See file dsdata.txt to determine how the superseded data were derived.
 JF1673
 JF1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH979917(NAD 83)
 JF1673_MARKER: DV = VERTICAL CONTROL DISK
 JF1673_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF1673_SP_SET: BRIDGE ABUTMENT
 JF1673_STAMPING: K 294 RESET 1984
 JF1673_MARK LOGO: NGS   
 JF1673_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1673+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 JF1673
 JF1673  HISTORY     - Date     Condition        Report By
 JF1673  HISTORY     - 1984     MONUMENTED       NGS
 JF1673  HISTORY     - 20050805 GOOD             GEOCAC
 JF1673
 JF1673                          STATION DESCRIPTION
 JF1673
 JF1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JF1673'0.16 KM (0.10 MI) SOUTHWEST ALONG STATE HIGHWAY 140, FROM THE GRADE
 JF1673'SCHOOL AT BROOKVILLE, THENCE 0.80 KM (0.50 MI) LEFT AND SOUTH ALONG A
 JF1673'GRADED COUNTY ROAD TO A BRIDGE OVER A STREAM AND THE MARK ON THE
 JF1673'LEFT, SET INTO THE EAST END OF THE SOUTH ABUTMENT OF THE BRIDGE, 4.72
 JF1673'M (15.49 FT) EAST FROM THE CENTERLINE OF THE BRIDGE, 0.15 M
 JF1673'(0.49 FT) EAST FROM THE SOUTH END OF THE EAST GUARD RAIL OF THE
 JF1673'BRIDGE.
 JF1673
 JF1673                          STATION RECOVERY (2005)
 JF1673
 JF1673'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JF1673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0045 ***********************************************************************
 JG0045  DESIGNATION -  K 295
 JG0045  PID         -  JG0045
 JG0045  STATE/COUNTY-  KS/ELLSWORTH
 JG0045  USGS QUAD   -  ELLSWORTH (1979)
 JG0045
 JG0045                         *CURRENT SURVEY CONTROL
 JG0045  ___________________________________________________________________
 JG0045* NAD 83(1986)-  38 44 52.     (N)    098 13 54.     (W)     SCALED    
 JG0045* NAVD 88     -       491.039  (meters)    1611.02   (feet)  ADJUSTED  
 JG0045  ___________________________________________________________________
 JG0045  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 JG0045  DYNAMIC HT  -         490.696 (meters)    1609.89  (feet)  COMP
 JG0045  MODELED GRAV-     979,913.7   (mgal)                       NAVD 88
 JG0045
 JG0045  VERT ORDER  -  FIRST     CLASS II
 JG0045
 JG0045.This mark is at Ellsworth Municipal Airport (9K7)
 JG0045
 JG0045.The horizontal coordinates were scaled from a topographic map and have
 JG0045.an estimated accuracy of +/- 6 seconds.
 JG0045
 JG0045.The orthometric height was determined by differential leveling
 JG0045.and adjusted by the National Geodetic Survey in June 1991..
 JG0045
 JG0045.The geoid height was determined by GEOID03.
 JG0045
 JG0045.The dynamic height is computed by dividing the NAVD 88
 JG0045.geopotential number by the normal gravity value computed on the
 JG0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0045.degrees latitude (g = 980.6199 gals.).
 JG0045
 JG0045.The modeled gravity was interpolated from observed gravity values.
 JG0045
 JG0045;                    North         East    Units  Estimated Accuracy
 JG0045;SPC KS N     -    46,030.      379,860.      MT  (+/- 180 meters Scaled)
 JG0045
 JG0045                          SUPERSEDED SURVEY CONTROL
 JG0045
 JG0045  NGVD 29 (??/??/92)  490.890  (m)         1610.53   (f) ADJ UNCH    1 2
 JG0045
 JG0045.Superseded values are not recommended for survey control.
 JG0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0045.See file dsdata.txt to determine how the superseded data were derived.
 JG0045
 JG0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH667890(NAD 83)
 JG0045_MARKER: DB = BENCH MARK DISK
 JG0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0045_SP_SET: WALL
 JG0045_STAMPING: K 295 1952
 JG0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0045
 JG0045  HISTORY     - Date     Condition        Report By
 JG0045  HISTORY     - 1952     MONUMENTED       CGS
 JG0045  HISTORY     - 1979     GOOD             KSDT
 JG0045
 JG0045                          STATION DESCRIPTION
 JG0045
 JG0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0045'0.9 MI N FROM ELLSWORTH.
 JG0045'0.1 MILE WEST ALONG 11TH STREET FROM THE CITY WATER TOWER
 JG0045'AT ELLSWORTH, THENCE 0.3 MILE NORTH ALONG STATE STREET, THENCE
 JG0045'0.5 MILE NORTH ALONG A GRAVELED ROAD, AT THE ELLSWORTH AIRPORT,
 JG0045'2 FEET WEST OF THE NORTHEAST CORNER OF THE AIRPORT OFFICE, SET
 JG0045'VERTICALLY IN THE NORTH WALL OF THE BRICK OFFICE BUILDING, 2.6
 JG0045'FEET ABOVE THE GROUND.
 JG0045
 JG0045                          STATION RECOVERY (1979)
 JG0045
 JG0045'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1979
 JG0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1109 ***********************************************************************
 JF1109  DESIGNATION -  K 296
 JF1109  PID         -  JF1109
 JF1109  STATE/COUNTY-  KS/SALINE
 JF1109  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1109
 JF1109                         *CURRENT SURVEY CONTROL
 JF1109  ___________________________________________________________________
 JF1109* NAD 83(1986)-  38 52 40.     (N)    097 36 27.     (W)     SCALED    
 JF1109* NAVD 88     -       371.461  (meters)    1218.70   (feet)  ADJUSTED  
 JF1109  ___________________________________________________________________
 JF1109  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 JF1109  DYNAMIC HT  -         371.214 (meters)    1217.89  (feet)  COMP
 JF1109  MODELED GRAV-     979,951.0   (mgal)                       NAVD 88
 JF1109
 JF1109  VERT ORDER  -  FIRST     CLASS II
 JF1109
 JF1109.The horizontal coordinates were scaled from a topographic map and have
 JF1109.an estimated accuracy of +/- 6 seconds.
 JF1109
 JF1109.The orthometric height was determined by differential leveling
 JF1109.and adjusted by the National Geodetic Survey in June 1991..
 JF1109
 JF1109.The geoid height was determined by GEOID03.
 JF1109
 JF1109.The dynamic height is computed by dividing the NAVD 88
 JF1109.geopotential number by the normal gravity value computed on the
 JF1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1109.degrees latitude (g = 980.6199 gals.).
 JF1109
 JF1109.The modeled gravity was interpolated from observed gravity values.
 JF1109
 JF1109;                    North         East    Units  Estimated Accuracy
 JF1109;SPC KS N     -    60,510.      434,060.      MT  (+/- 180 meters Scaled)
 JF1109
 JF1109                          SUPERSEDED SURVEY CONTROL
 JF1109
 JF1109  NGVD 29 (??/??/92)  371.371  (m)         1218.41   (f) ADJ UNCH    1 2
 JF1109
 JF1109.Superseded values are not recommended for survey control.
 JF1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1109.See file dsdata.txt to determine how the superseded data were derived.
 JF1109
 JF1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ207041(NAD 83)
 JF1109_MARKER: DB = BENCH MARK DISK
 JF1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1109_STAMPING: K 296 1953
 JF1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1109+STABILITY: SURFACE MOTION
 JF1109
 JF1109  HISTORY     - Date     Condition        Report By
 JF1109  HISTORY     - 1953     MONUMENTED       CGS
 JF1109  HISTORY     - 1970     MARK NOT FOUND   NGS
 JF1109
 JF1109                          STATION DESCRIPTION
 JF1109
 JF1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF1109'1.1 MI N FROM SALINA.
 JF1109'1.1 MILES NORTH ALONG A GRAVELED ROAD FROM ST. JOHNS MILITARY
 JF1109'SCHOOL AT SALINA, 32 FEET WEST OF THE CENTER LINE OF A NORTH AND
 JF1109'SOUTH ROAD, 54 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING
 JF1109'WEST, 0.4 MILE EAST OF U.S. HIGHWAY 81, 3 FEET SOUTH OF A
 JF1109'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JF1109'0.4 FOOT ABOVE THE GROUND.
 JF1109
 JF1109                          STATION RECOVERY (1970)
 JF1109
 JF1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0824 ***********************************************************************
 JF0824  DESIGNATION -  K 297
 JF0824  PID         -  JF0824
 JF0824  STATE/COUNTY-  KS/MCPHERSON
 JF0824  USGS QUAD   -  BUHLER (1965)
 JF0824
 JF0824                         *CURRENT SURVEY CONTROL
 JF0824  ___________________________________________________________________
 JF0824* NAD 83(1997)-  38 11 09.99171(N)    097 48 43.75960(W)     ADJUSTED  
 JF0824* NAVD 88     -       467.374  (meters)    1533.38   (feet)  ADJUSTED  
 JF0824  ___________________________________________________________________
 JF0824  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 JF0824  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF0824  DYNAMIC HT  -         467.019 (meters)    1532.21  (feet)  COMP
 JF0824  MODELED GRAV-     979,855.1   (mgal)                       NAVD 88
 JF0824
 JF0824  HORZ ORDER  -  SECOND
 JF0824  VERT ORDER  -  FIRST     CLASS II
 JF0824
 JF0824.The horizontal coordinates were established by classical geodetic methods
 JF0824.and adjusted by the National Geodetic Survey in October 1998..
 JF0824
 JF0824.The orthometric height was determined by differential leveling
 JF0824.and adjusted by the National Geodetic Survey in June 1991..
 JF0824.WARNING-Repeat measurements at this control monument indicate possible
 JF0824.vertical movement.
 JF0824
 JF0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0824
 JF0824.The geoid height was determined by GEOID03.
 JF0824
 JF0824.The dynamic height is computed by dividing the NAVD 88
 JF0824.geopotential number by the normal gravity value computed on the
 JF0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0824.degrees latitude (g = 980.6199 gals.).
 JF0824
 JF0824.The modeled gravity was interpolated from observed gravity values.
 JF0824
 JF0824;                    North         East     Units Scale Factor Converg.
 JF0824;SPC KS S     -   568,858.821   460,258.331   MT  0.99994686   +0 25 21.7
 JF0824;UTM  14      - 4,227,131.207   604,027.240   MT  0.99973328   +0 44 03.9
 JF0824
 JF0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0824!SPC KS S     -   0.99993106  x   0.99994686  =   0.99987793
 JF0824!UTM  14      -   0.99993106  x   0.99973328  =   0.99966436
 JF0824
 JF0824                          SUPERSEDED SURVEY CONTROL
 JF0824
 JF0824  NAD 83(1997)-  38 11 10.00098(N)    097 48 43.76027(W) AD(       ) 2
 JF0824  NAD 83(1986)-  38 11 10.00107(N)    097 48 43.75995(W) AD(       ) 2
 JF0824  NAD 27      -  38 11 09.96693(N)    097 48 42.58262(W) AD(       ) 2
 JF0824  NGVD 29 (??/??/92)  467.184  (m)         1532.75   (f) ADJ UNCH    1 2
 JF0824
 JF0824.Superseded values are not recommended for survey control.
 JF0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0824.See file dsdata.txt to determine how the superseded data were derived.
 JF0824
 JF0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH0402727131(NAD 83)
 JF0824_MARKER: DB = BENCH MARK DISK
 JF0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0824_SP_SET: CONCRETE POST
 JF0824_STAMPING: K 297 1953
 JF0824_MARK LOGO: CGS   
 JF0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0824+STABILITY: SURFACE MOTION
 JF0824
 JF0824  HISTORY     - Date     Condition        Report By
 JF0824  HISTORY     - 1953     MONUMENTED       CGS
 JF0824  HISTORY     - 1970     GOOD             NGS
 JF0824  HISTORY     - 1972     GOOD             NGS
 JF0824  HISTORY     - 1986     GOOD             NGS
 JF0824
 JF0824                          STATION DESCRIPTION
 JF0824
 JF0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (ILC)
 JF0824'THE BENCH MARK STAMPED K 297 1953 WAS USED AS DORA AZIMUTH MARK, IT
 JF0824'IS A STANDARD DISK THAT PROJECTS 4 INCHES ABOVE THE GROUND
 JF0824'SURFACE.  IT IS 45.5 FEET SOUTHEAST OF THE CENTER OF THE RAILROAD
 JF0824'TRACKS, 7.0 FEET WEST OF A POWER LINE POLE, 2.5 FEET
 JF0824'NORTH-NORTHWEST OF A METAL WITNESS POST IN THE FENCE LINE AND 1.8
 JF0824'FEET NORTHEAST OF A 4X4 INCH WOODEN WITNESS POST.
 JF0824'
 JF0824'TO REACH STATION DORA FROM THE RAILROAD CROSSING WITH STATE HIGHWAY
 JF0824'61 IN MEDORA, GO NORTHEAST ON STATE HIGHWAY 61 FOR 2.9 MILES TO THE
 JF0824'STATION ON THE RIGHT.
 JF0824'
 JF0824'TO REACH BENCH MARK K 297 FROM STATION DORA, CONTINUE NORTHEAST
 JF0824'ON STATE HIGHWAY 61 FOR 0.2 MILE TO THE MARK ON THE RIGHT IN THE
 JF0824'EAST RAILROAD RIGHT-OF-WAY.
 JF0824
 JF0824                          STATION RECOVERY (1972)
 JF0824
 JF0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0824'3.6 MI SW FROM INMAN.
 JF0824'ABOUT 3.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 JF0824'PACIFIC RAILROAD FROM THE STATION AT INMAN, 1 POLE SOUTHWEST
 JF0824'OF A ROAD CROSSING ACROSS THE TRACK FROM MILEPOST 233, 42.6
 JF0824'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 5.4 FEET NORTHWEST OF A
 JF0824'POWER POLE, 3 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A
 JF0824'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JF0824'0.4 FOOT ABOVE THE GROUND.  SEC36, R21 S, R 5 W
 JF0824
 JF0824                          STATION RECOVERY (1986)
 JF0824
 JF0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0824'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.3 KM (12.6
 JF0824'MI) NORTHEASTERLY ALONG STATE HIGHWAY 61 FROM ITS JUNCTION WITH U.S.
 JF0824'HIGHWAY 50 IN HUTCHINSON, OR 22.3 KM (13.85 MI) SOUTHWESTERLY ALONG
 JF0824'THE SOUTHERN PACIFIC RAILROAD RAILROAD FROM ITS JUNCTION WITH THE
 JF0824'UNION PACIFIC RAILROAD IN MCPHERSON.  ADD--45.7 M (149.9 FT) SOUTHEAST
 JF0824'OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0399 ***********************************************************************
 JH0399  DESIGNATION -  K 298
 JH0399  PID         -  JH0399
 JH0399  STATE/COUNTY-  KS/WALLACE
 JH0399  USGS QUAD   -  WESKAN NW (1979)
 JH0399
 JH0399                         *CURRENT SURVEY CONTROL
 JH0399  ___________________________________________________________________
 JH0399* NAD 83(1986)-  38 53 26.     (N)    101 52 48.     (W)     SCALED    
 JH0399* NAVD 88     -      1138.267  (meters)    3734.46   (feet)  ADJUSTED  
 JH0399  ___________________________________________________________________
 JH0399  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 JH0399  DYNAMIC HT  -        1137.283 (meters)    3731.24  (feet)  COMP
 JH0399  MODELED GRAV-     979,723.9   (mgal)                       NAVD 88
 JH0399
 JH0399  VERT ORDER  -  FIRST     CLASS II
 JH0399
 JH0399.The horizontal coordinates were scaled from a topographic map and have
 JH0399.an estimated accuracy of +/- 6 seconds.
 JH0399
 JH0399.The orthometric height was determined by differential leveling
 JH0399.and adjusted by the National Geodetic Survey in June 1991..
 JH0399
 JH0399.The geoid height was determined by GEOID03.
 JH0399
 JH0399.The dynamic height is computed by dividing the NAVD 88
 JH0399.geopotential number by the normal gravity value computed on the
 JH0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0399.degrees latitude (g = 980.6199 gals.).
 JH0399
 JH0399.The modeled gravity was interpolated from observed gravity values.
 JH0399
 JH0399;                    North         East    Units  Estimated Accuracy
 JH0399;SPC KS N     -    69,070.       63,480.      MT  (+/- 180 meters Scaled)
 JH0399
 JH0399                          SUPERSEDED SURVEY CONTROL
 JH0399
 JH0399  NGVD 29 (??/??/92) 1137.838  (m)         3733.06   (f) ADJ UNCH    1 2
 JH0399
 JH0399.Superseded values are not recommended for survey control.
 JH0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0399.See file dsdata.txt to determine how the superseded data were derived.
 JH0399
 JH0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ502085(NAD 83)
 JH0399_MARKER: DB = BENCH MARK DISK
 JH0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0399_STAMPING: K 298 1952
 JH0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0399+STABILITY: SURFACE MOTION
 JH0399
 JH0399  HISTORY     - Date     Condition        Report By
 JH0399  HISTORY     - 1952     MONUMENTED       CGS
 JH0399
 JH0399                          STATION DESCRIPTION
 JH0399
 JH0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0399'4.9 MI E FROM WESKAN.
 JH0399'4.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0399'AT WESKAN, ON THE WEST SLOPE OF A HILL, 4 1/2 POLES EAST OF
 JH0399'MILEPOST 437, 118.7 FEET SOUTH OF THE SOUTH RAIL, 108.6 FEET
 JH0399'SOUTH OF A SIGNAL BOX, 58 FEET SOUTH OF A POWER POLE, 48 FEET
 JH0399'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40, 14.2 FEET NORTH
 JH0399'OF A FENCE, 3 FEET EAST OF A WITNESS POST, 0.9 MILE WEST OF
 JH0399'BENCH MARK R 298, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JH0399'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0355 ***********************************************************************
 KH0355  DESIGNATION -  K 299
 KH0355  PID         -  KH0355
 KH0355  STATE/COUNTY-  KS/LOGAN
 KH0355  USGS QUAD   -  WINONA (1972)
 KH0355
 KH0355                         *CURRENT SURVEY CONTROL
 KH0355  ___________________________________________________________________
 KH0355* NAD 83(1986)-  39 03 50.     (N)    101 14 57.     (W)     SCALED    
 KH0355* NAVD 88     -      1015.242  (meters)    3330.84   (feet)  ADJUSTED  
 KH0355  ___________________________________________________________________
 KH0355  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 KH0355  DYNAMIC HT  -        1014.404 (meters)    3328.09  (feet)  COMP
 KH0355  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 KH0355
 KH0355  VERT ORDER  -  FIRST     CLASS II
 KH0355
 KH0355.The horizontal coordinates were scaled from a topographic map and have
 KH0355.an estimated accuracy of +/- 6 seconds.
 KH0355
 KH0355.The orthometric height was determined by differential leveling
 KH0355.and adjusted by the National Geodetic Survey in June 1991..
 KH0355
 KH0355.The geoid height was determined by GEOID03.
 KH0355
 KH0355.The dynamic height is computed by dividing the NAVD 88
 KH0355.geopotential number by the normal gravity value computed on the
 KH0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0355.degrees latitude (g = 980.6199 gals.).
 KH0355
 KH0355.The modeled gravity was interpolated from observed gravity values.
 KH0355
 KH0355;                    North         East    Units  Estimated Accuracy
 KH0355;SPC KS N     -    86,140.      118,860.      MT  (+/- 180 meters Scaled)
 KH0355
 KH0355                          SUPERSEDED SURVEY CONTROL
 KH0355
 KH0355  NGVD 29 (??/??/92) 1014.857  (m)         3329.58   (f) ADJ UNCH    1 2
 KH0355
 KH0355.Superseded values are not recommended for survey control.
 KH0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0355.See file dsdata.txt to determine how the superseded data were derived.
 KH0355
 KH0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ054262(NAD 83)
 KH0355_MARKER: DB = BENCH MARK DISK
 KH0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0355_STAMPING: K 299 1932
 KH0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0355+STABILITY: SURFACE MOTION
 KH0355
 KH0355  HISTORY     - Date     Condition        Report By
 KH0355  HISTORY     - 1952     MONUMENTED       CGS
 KH0355  HISTORY     - 1971     POOR             USGS
 KH0355
 KH0355                          STATION DESCRIPTION
 KH0355
 KH0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0355'0.4 MI NW FROM WINONA.
 KH0355'0.15 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KH0355'WINONA, THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, AT THE LOWE
 KH0355'AIRPORT, 111.5 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HANGAR,
 KH0355'77 FEET WEST OF A FENCE CORNER, 32 FEET SOUTH OF THE CENTER
 KH0355'LINE OF AN EAST AND WEST GRAVELED ROAD, 30 FEET WEST OF THE
 KH0355'EXTENDED CENTER LINE OF A DIRT ROAD LEADING NORTH, 3 FEET
 KH0355'NORTH OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, SET IN THE
 KH0355'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KH0355
 KH0355                          STATION RECOVERY (1971)
 KH0355
 KH0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KH0355'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0117 ***********************************************************************
 JG0117  DESIGNATION -  K 30
 JG0117  PID         -  JG0117
 JG0117  STATE/COUNTY-  KS/RICE
 JG0117  USGS QUAD   -  CHASE (1970)
 JG0117
 JG0117                         *CURRENT SURVEY CONTROL
 JG0117  ___________________________________________________________________
 JG0117* NAD 83(1986)-  38 21 06.     (N)    098 18 44.     (W)     SCALED    
 JG0117* NAVD 88     -       512.888  (meters)    1682.70   (feet)  ADJUSTED  
 JG0117  ___________________________________________________________________
 JG0117  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 JG0117  DYNAMIC HT  -         512.503 (meters)    1681.44  (feet)  COMP
 JG0117  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 JG0117
 JG0117  VERT ORDER  -  SECOND    CLASS 0
 JG0117
 JG0117.The horizontal coordinates were scaled from a topographic map and have
 JG0117.an estimated accuracy of +/- 6 seconds.
 JG0117
 JG0117.The orthometric height was determined by differential leveling
 JG0117.and adjusted by the National Geodetic Survey in June 1991..
 JG0117
 JG0117.The geoid height was determined by GEOID03.
 JG0117
 JG0117.The dynamic height is computed by dividing the NAVD 88
 JG0117.geopotential number by the normal gravity value computed on the
 JG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0117.degrees latitude (g = 980.6199 gals.).
 JG0117
 JG0117.The modeled gravity was interpolated from observed gravity values.
 JG0117
 JG0117;                    North         East    Units  Estimated Accuracy
 JG0117;SPC KS S     -   587,030.      416,410.      MT  (+/- 180 meters Scaled)
 JG0117
 JG0117                          SUPERSEDED SURVEY CONTROL
 JG0117
 JG0117  NGVD 29 (??/??/92)  512.748  (m)         1682.24   (f) ADJ UNCH    2 0
 JG0117
 JG0117.Superseded values are not recommended for survey control.
 JG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0117.See file dsdata.txt to determine how the superseded data were derived.
 JG0117
 JG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH600450(NAD 83)
 JG0117_MARKER: DB = BENCH MARK DISK
 JG0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0117_STAMPING: K 30 1934
 JG0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0117+STABILITY: SURFACE MOTION
 JG0117
 JG0117  HISTORY     - Date     Condition        Report By
 JG0117  HISTORY     - 1934     MONUMENTED       CGS
 JG0117  HISTORY     - 1945     GOOD             NGS
 JG0117
 JG0117                          STATION DESCRIPTION
 JG0117
 JG0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JG0117'2.4 MI E FROM CHASE.
 JG0117'2.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0117'FROM CHASE, RICE COUNTY, AT MILEAGE 83.96, 29 FEET EAST OF THE
 JG0117'CETNER OF A COUNTY ROAD CROSSING, AND 61 FEET NORTH OF THE CENTERLINE
 JG0117'OF THE TRACK.  A STANDARD DISK, STAMPED K 30 1934 AND SET IN THE
 JG0117'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0156 ***********************************************************************
 KH0156  DESIGNATION -  K 301
 KH0156  PID         -  KH0156
 KH0156  STATE/COUNTY-  KS/GOVE
 KH0156  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0156
 KH0156                         *CURRENT SURVEY CONTROL
 KH0156  ___________________________________________________________________
 KH0156* NAD 83(1986)-  39 07 08.     (N)    100 48 23.     (W)     SCALED    
 KH0156* NAVD 88     -       925.055  (meters)    3034.95   (feet)  ADJUSTED  
 KH0156  ___________________________________________________________________
 KH0156  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KH0156  DYNAMIC HT  -         924.322 (meters)    3032.55  (feet)  COMP
 KH0156  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 KH0156
 KH0156  VERT ORDER  -  FIRST     CLASS II
 KH0156
 KH0156.The horizontal coordinates were scaled from a topographic map and have
 KH0156.an estimated accuracy of +/- 6 seconds.
 KH0156
 KH0156.The orthometric height was determined by differential leveling
 KH0156.and adjusted by the National Geodetic Survey in June 1991..
 KH0156
 KH0156.The geoid height was determined by GEOID03.
 KH0156
 KH0156.The dynamic height is computed by dividing the NAVD 88
 KH0156.geopotential number by the normal gravity value computed on the
 KH0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0156.degrees latitude (g = 980.6199 gals.).
 KH0156
 KH0156.The modeled gravity was interpolated from observed gravity values.
 KH0156
 KH0156;                    North         East    Units  Estimated Accuracy
 KH0156;SPC KS N     -    90,970.      157,350.      MT  (+/- 180 meters Scaled)
 KH0156
 KH0156                          SUPERSEDED SURVEY CONTROL
 KH0156
 KH0156  NGVD 29 (??/??/92)  924.715  (m)         3033.84   (f) ADJ UNCH    1 2
 KH0156
 KH0156.Superseded values are not recommended for survey control.
 KH0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0156.See file dsdata.txt to determine how the superseded data were derived.
 KH0156
 KH0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ438315(NAD 83)
 KH0156_MARKER: DB = BENCH MARK DISK
 KH0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0156_STAMPING: K 301 1953
 KH0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0156+STABILITY: SURFACE MOTION
 KH0156
 KH0156  HISTORY     - Date     Condition        Report By
 KH0156  HISTORY     - 1953     MONUMENTED       CGS
 KH0156
 KH0156                          STATION DESCRIPTION
 KH0156
 KH0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KH0156'2.8 MI E FROM OAKLEY.
 KH0156'1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0156'STATION AT OAKLEY, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT
 KH0156'ROAD, THENCE 1.3 MILES EAST ALONG U.S. HIGHWAY 40, 0.3 MILE EAST
 KH0156'OF THE GOVE AND LOGAN COUNTY LINE, 125 FEET SOUTHWEST OF THE
 KH0156'SOUTHWEST CORNER OF A VACANT HOUSE, 56 FEET NORTH OF THE
 KH0156'CENTER LINE OF THE HIGHWAY, 19.5 FEET NORTHWEST OF A TELEPHONE
 KH0156'POLE, 20 FEET NORTH OF A FENCE CORNER, 2.4 FEET EAST OF A FENCE,
 KH0156'1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KH0156'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0157 ***********************************************************************
 KH0157  DESIGNATION -  K 301 RESET
 KH0157  PID         -  KH0157
 KH0157  STATE/COUNTY-  KS/GOVE
 KH0157  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0157
 KH0157                         *CURRENT SURVEY CONTROL
 KH0157  ___________________________________________________________________
 KH0157* NAD 83(1986)-  39 07 08.     (N)    100 48 25.     (W)     SCALED    
 KH0157* NAVD 88     -       924.164  (meters)    3032.03   (feet)  ADJUSTED  
 KH0157  ___________________________________________________________________
 KH0157  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KH0157  DYNAMIC HT  -         923.432 (meters)    3029.63  (feet)  COMP
 KH0157  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 KH0157
 KH0157  VERT ORDER  -  FIRST     CLASS II
 KH0157
 KH0157.The horizontal coordinates were scaled from a topographic map and have
 KH0157.an estimated accuracy of +/- 6 seconds.
 KH0157
 KH0157.The orthometric height was determined by differential leveling
 KH0157.and adjusted by the National Geodetic Survey in June 1991..
 KH0157
 KH0157.The geoid height was determined by GEOID03.
 KH0157
 KH0157.The dynamic height is computed by dividing the NAVD 88
 KH0157.geopotential number by the normal gravity value computed on the
 KH0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0157.degrees latitude (g = 980.6199 gals.).
 KH0157
 KH0157.The modeled gravity was interpolated from observed gravity values.
 KH0157
 KH0157;                    North         East    Units  Estimated Accuracy
 KH0157;SPC KS N     -    90,970.      157,300.      MT  (+/- 180 meters Scaled)
 KH0157
 KH0157                          SUPERSEDED SURVEY CONTROL
 KH0157
 KH0157  NGVD 29 (02/14/92)  923.823  (m)         3030.91   (f) ADJUSTED    1 2
 KH0157
 KH0157.Superseded values are not recommended for survey control.
 KH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0157.See file dsdata.txt to determine how the superseded data were derived.
 KH0157
 KH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ437315(NAD 83)
 KH0157_MARKER: DB = BENCH MARK DISK
 KH0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0157_SP_SET: CONCRETE POST
 KH0157_STAMPING: K 301 RESET 1964
 KH0157_MARK LOGO: CGS   
 KH0157_PROJECTION: FLUSH
 KH0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0157+STABILITY: SURFACE MOTION
 KH0157
 KH0157  HISTORY     - Date     Condition        Report By
 KH0157  HISTORY     - 1964     MONUMENTED       KSHC
 KH0157  HISTORY     - 1986     GOOD             NGS
 KH0157
 KH0157                          STATION DESCRIPTION
 KH0157
 KH0157'DESCRIBED BY KS HIGHWAY COMM 1964
 KH0157'2.8 MI E FROM OAKLEY.
 KH0157'ABOUT 1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM
 KH0157'THE STATION AT OAKLEY, THENCE 0.3 MILES SOUTH ALONG A GRADED
 KH0157'DIRT ROAD, THENCE 1.3 MILES EAST ALONG U.S. HIGHWAY 40, 0.3
 KH0157'MILES EAST OF THE GOVE AND LOGAN COUNTY LINE, 83 FEET SOUTH
 KH0157'OF THE CENTERLINE OF THE HIGHWAY AT STATION 625+12 IN THE CORNER
 KH0157'OF THE R/W EAST OF THE SOUTHEAST RAMP OF THE INTERCHANGE, 3 FEET
 KH0157'EAST OF THE CORNER FENCE POST, 18 FEET WEST OF A POWER POLE,
 KH0157'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 KH0157'ABOVE THE GROUND.
 KH0157
 KH0157                          STATION RECOVERY (1986)
 KH0157
 KH0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0157'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.63 KM (2.26
 KH0157'MI) EAST ALONG US HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 83 AT
 KH0157'OAKLEY, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF THE WEST BOUND
 KH0157'OFF-RAMP FOR I-70, 25.3 METERS (83 FT) SOUTH OF THE CENTER OF THE EAST
 KH0157'BOUND LANES, 18.2 METERS (60 FT) EAST OF THE CENTER OF THE OFF-RAMP,
 KH0157'5.4 METERS (18 FT) WEST OF A POWER POLE, 0.9 METER (3 FT) EAST OF A
 KH0157'FENCE CORNER AND 0.3 METER (1 FT) NORTH OF A FENCE.
 KH0157'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KH0157'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0580 ***********************************************************************
 JG0580  DESIGNATION -  K 302
 JG0580  PID         -  JG0580
 JG0580  STATE/COUNTY-  KS/TREGO
 JG0580  USGS QUAD   -  OGALLAH (1979)
 JG0580
 JG0580                         *CURRENT SURVEY CONTROL
 JG0580  ___________________________________________________________________
 JG0580* NAD 83(1986)-  38 59 12.     (N)    099 43 24.     (W)     SCALED    
 JG0580* NAVD 88     -       721.593  (meters)    2367.43   (feet)  ADJUSTED  
 JG0580  ___________________________________________________________________
 JG0580  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 JG0580  DYNAMIC HT  -         721.049 (meters)    2365.64  (feet)  COMP
 JG0580  MODELED GRAV-     979,849.7   (mgal)                       NAVD 88
 JG0580
 JG0580  VERT ORDER  -  FIRST     CLASS II
 JG0580
 JG0580.The horizontal coordinates were scaled from a topographic map and have
 JG0580.an estimated accuracy of +/- 6 seconds.
 JG0580
 JG0580.The orthometric height was determined by differential leveling
 JG0580.and adjusted by the National Geodetic Survey in June 1991..
 JG0580
 JG0580.The geoid height was determined by GEOID03.
 JG0580
 JG0580.The dynamic height is computed by dividing the NAVD 88
 JG0580.geopotential number by the normal gravity value computed on the
 JG0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0580.degrees latitude (g = 980.6199 gals.).
 JG0580
 JG0580.The modeled gravity was interpolated from observed gravity values.
 JG0580
 JG0580;                    North         East    Units  Estimated Accuracy
 JG0580;SPC KS N     -    73,950.      250,700.      MT  (+/- 180 meters Scaled)
 JG0580
 JG0580                          SUPERSEDED SURVEY CONTROL
 JG0580
 JG0580  NGVD 29 (??/??/92)  721.302  (m)         2366.47   (f) ADJ UNCH    1 2
 JG0580
 JG0580.Superseded values are not recommended for survey control.
 JG0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0580.See file dsdata.txt to determine how the superseded data were derived.
 JG0580
 JG0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ373155(NAD 83)
 JG0580_MARKER: DB = BENCH MARK DISK
 JG0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0580_STAMPING: K 302 1953
 JG0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0580+STABILITY: SURFACE MOTION
 JG0580
 JG0580  HISTORY     - Date     Condition        Report By
 JG0580  HISTORY     - 1953     MONUMENTED       CGS
 JG0580
 JG0580                          STATION DESCRIPTION
 JG0580
 JG0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0580'0.6 MI E FROM OGALLAH.
 JG0580'0.55 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0580'RAILROAD STATION AT OGALLAH, 144 FEET NORTH OF THE CENTER LINE
 JG0580'OF THE HIGHWAY, 34 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 JG0580'23.1 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD,
 JG0580'3.2 FEET SOUTHEAST OF A WITNESS POST, 2.4 FEET SOUTHWEST OF A
 JG0580'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 JG0580'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0361 ***********************************************************************
 JG0361  DESIGNATION -  K 303
 JG0361  PID         -  JG0361
 JG0361  STATE/COUNTY-  KS/ELLIS
 JG0361  USGS QUAD   -  HAYS NORTH (1983)
 JG0361
 JG0361                         *CURRENT SURVEY CONTROL
 JG0361  ___________________________________________________________________
 JG0361* NAD 83(1986)-  38 52 48.     (N)    099 20 59.     (W)     SCALED    
 JG0361* NAVD 88     -       609.889  (meters)    2000.94   (feet)  ADJUSTED  
 JG0361  ___________________________________________________________________
 JG0361  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0361  DYNAMIC HT  -         609.435 (meters)    1999.45  (feet)  COMP
 JG0361  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 JG0361
 JG0361  VERT ORDER  -  FIRST     CLASS II
 JG0361
 JG0361.The horizontal coordinates were scaled from a topographic map and have
 JG0361.an estimated accuracy of +/- 6 seconds.
 JG0361
 JG0361.The orthometric height was determined by differential leveling
 JG0361.and adjusted by the National Geodetic Survey in June 1991..
 JG0361
 JG0361.The geoid height was determined by GEOID03.
 JG0361
 JG0361.The dynamic height is computed by dividing the NAVD 88
 JG0361.geopotential number by the normal gravity value computed on the
 JG0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0361.degrees latitude (g = 980.6199 gals.).
 JG0361
 JG0361.The modeled gravity was interpolated from observed gravity values.
 JG0361
 JG0361;                    North         East    Units  Estimated Accuracy
 JG0361;SPC KS N     -    61,560.      282,890.      MT  (+/- 180 meters Scaled)
 JG0361
 JG0361                          SUPERSEDED SURVEY CONTROL
 JG0361
 JG0361  NGVD 29 (??/??/92)  609.630  (m)         2000.09   (f) ADJ UNCH    1 2
 JG0361
 JG0361.Superseded values are not recommended for survey control.
 JG0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0361.See file dsdata.txt to determine how the superseded data were derived.
 JG0361
 JG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ696035(NAD 83)
 JG0361_MARKER: DB = BENCH MARK DISK
 JG0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0361_STAMPING: K 303 1953
 JG0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0361+STABILITY: SURFACE MOTION
 JG0361
 JG0361  HISTORY     - Date     Condition        Report By
 JG0361  HISTORY     - 1953     MONUMENTED       CGS
 JG0361
 JG0361                          STATION DESCRIPTION
 JG0361
 JG0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0361'1 MI W FROM HAYS.
 JG0361'0.05 MILE SOUTH ALONG WALNUT STREET FROM THE UNION PACIFIC
 JG0361'RAILROAD STATION AT HAYS, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY
 JG0361'40, 50.6 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC
 JG0361'RAILROAD, 86 FEET SOUTH OF MILEPOST 291, 87 FEET NORTHEAST OF THE
 JG0361'CENTER LINE OF THE HIGHWAY, 10 FEET SOUTHWEST OF A TELEPHONE
 JG0361'POLE, 3 FEET SOUTH OF A FENCE, 1.5 FEET NORTHEAST OF A WITNESS
 JG0361'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 JG0361'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0332 ***********************************************************************
 JG0332  DESIGNATION -  K 304
 JG0332  PID         -  JG0332
 JG0332  STATE/COUNTY-  KS/ELLIS
 JG0332  USGS QUAD   -  GORHAM (1967)
 JG0332
 JG0332                         *CURRENT SURVEY CONTROL
 JG0332  ___________________________________________________________________
 JG0332* NAD 83(1986)-  38 53 47.     (N)    099 06 20.     (W)     SCALED    
 JG0332* NAVD 88     -       599.424  (meters)    1966.61   (feet)  ADJUSTED  
 JG0332  ___________________________________________________________________
 JG0332  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0332  DYNAMIC HT  -         598.989 (meters)    1965.18  (feet)  COMP
 JG0332  MODELED GRAV-     979,882.8   (mgal)                       NAVD 88
 JG0332
 JG0332  VERT ORDER  -  FIRST     CLASS II
 JG0332
 JG0332.The horizontal coordinates were scaled from a topographic map and have
 JG0332.an estimated accuracy of +/- 6 seconds.
 JG0332
 JG0332.The orthometric height was determined by differential leveling
 JG0332.and adjusted by the National Geodetic Survey in June 1991..
 JG0332
 JG0332.The geoid height was determined by GEOID03.
 JG0332
 JG0332.The dynamic height is computed by dividing the NAVD 88
 JG0332.geopotential number by the normal gravity value computed on the
 JG0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0332.degrees latitude (g = 980.6199 gals.).
 JG0332
 JG0332.The modeled gravity was interpolated from observed gravity values.
 JG0332
 JG0332;                    North         East    Units  Estimated Accuracy
 JG0332;SPC KS N     -    63,090.      304,100.      MT  (+/- 180 meters Scaled)
 JG0332
 JG0332                          SUPERSEDED SURVEY CONTROL
 JG0332
 JG0332  NGVD 29 (??/??/92)  599.182  (m)         1965.82   (f) ADJ UNCH    1 2
 JG0332
 JG0332.Superseded values are not recommended for survey control.
 JG0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0332.See file dsdata.txt to determine how the superseded data were derived.
 JG0332
 JG0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ908052(NAD 83)
 JG0332_MARKER: DB = BENCH MARK DISK
 JG0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0332_SP_SET: CONCRETE FOUNDATION
 JG0332_STAMPING: K 304 1953
 JG0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0332
 JG0332  HISTORY     - Date     Condition        Report By
 JG0332  HISTORY     - 1953     MONUMENTED       CGS
 JG0332  HISTORY     - 1959     MARK NOT FOUND   USGS
 JG0332
 JG0332                          STATION DESCRIPTION
 JG0332
 JG0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0332'5 MI NE FROM VICTORIA.
 JG0332'2.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0332'RAILROAD STATION AT VICTORIA, THENCE 2.1 MILES NORTH ALONG AN OILED
 JG0332'ROAD, THENCE 0.35 MILE EAST ALONG AN OILED ROAD, THENCE 0.5 MILE
 JG0332'NORTH ALONG A CONCRETE RUNWAY AT THE VICTORIA AIRPORT, AT THE
 JG0332'2ND HANGAR SOUTH OF THE NORTH END OF A ROW OF 5 HANGARS, IN THE
 JG0332'CENTER OF THE EAST ENTRANCE TO THE HANGAR, SET IN THE TOP OF THE
 JG0332'EAST CONCRETE FOUNDATION OF THE SLIDING DOORS, FLUSH WITH THE
 JG0332'CONCRETE APRON.  THIS AIRPORT IS NOW ABANDONED AND HAS BEEN LEASED
 JG0332'TO THE EMERGENCY GRAIN STORAGE COMPANY.
 JG0332
 JG0332                          STATION RECOVERY (1959)
 JG0332
 JG0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JG0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0219 ***********************************************************************
 JG0219  DESIGNATION -  K 305
 JG0219  PID         -  JG0219
 JG0219  STATE/COUNTY-  KS/RUSSELL
 JG0219  USGS QUAD   -  DORRANCE (1979)
 JG0219
 JG0219                         *CURRENT SURVEY CONTROL
 JG0219  ___________________________________________________________________
 JG0219* NAD 83(1986)-  38 50 47.     (N)    098 35 21.     (W)     SCALED    
 JG0219* NAVD 88     -       527.436  (meters)    1730.43   (feet)  ADJUSTED  
 JG0219  ___________________________________________________________________
 JG0219  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 JG0219  DYNAMIC HT  -         527.068 (meters)    1729.22  (feet)  COMP
 JG0219  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 JG0219
 JG0219  VERT ORDER  -  FIRST     CLASS II
 JG0219
 JG0219.The horizontal coordinates were scaled from a topographic map and have
 JG0219.an estimated accuracy of +/- 6 seconds.
 JG0219
 JG0219.The orthometric height was determined by differential leveling
 JG0219.and adjusted by the National Geodetic Survey in June 1991..
 JG0219
 JG0219.The geoid height was determined by GEOID03.
 JG0219
 JG0219.The dynamic height is computed by dividing the NAVD 88
 JG0219.geopotential number by the normal gravity value computed on the
 JG0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0219.degrees latitude (g = 980.6199 gals.).
 JG0219
 JG0219.The modeled gravity was interpolated from observed gravity values.
 JG0219
 JG0219;                    North         East    Units  Estimated Accuracy
 JG0219;SPC KS N     -    57,120.      348,850.      MT  (+/- 180 meters Scaled)
 JG0219
 JG0219                          SUPERSEDED SURVEY CONTROL
 JG0219
 JG0219  NGVD 29 (??/??/92)  527.252  (m)         1729.83   (f) ADJ UNCH    1 2
 JG0219
 JG0219.Superseded values are not recommended for survey control.
 JG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0219.See file dsdata.txt to determine how the superseded data were derived.
 JG0219
 JG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH356998(NAD 83)
 JG0219_MARKER: DB = BENCH MARK DISK
 JG0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0219_SP_SET: CONCRETE BASE
 JG0219_STAMPING: K 305 1953
 JG0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0219
 JG0219  HISTORY     - Date     Condition        Report By
 JG0219  HISTORY     - 1953     MONUMENTED       CGS
 JG0219
 JG0219                          STATION DESCRIPTION
 JG0219
 JG0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0219'AT DORRANCE.
 JG0219'AT DORRANCE, AT THE CITY WATER TOWER, 292.7 FEET SOUTH OF THE
 JG0219'SOUTH RAIL OF THE MAIN TRACK OF THE UNION PACIFIC RAILROAD,
 JG0219'167 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40, SET IN
 JG0219'THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE OF THE NORTHEAST
 JG0219'LEG OF THE WATER TOWER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0040 ***********************************************************************
 HG0040  DESIGNATION -  K 307
 HG0040  PID         -  HG0040
 HG0040  STATE/COUNTY-  KS/KINGMAN
 HG0040  USGS QUAD   -  CLEVELAND (1967)
 HG0040
 HG0040                         *CURRENT SURVEY CONTROL
 HG0040  ___________________________________________________________________
 HG0040* NAD 83(1986)-  37 36 37.     (N)    098 08 08.     (W)     SCALED    
 HG0040* NAVD 88     -       488.444  (meters)    1602.50   (feet)  POSTED    
 HG0040  ___________________________________________________________________
 HG0040  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0040  DYNAMIC HT  -         488.040 (meters)    1601.18  (feet)  COMP
 HG0040  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 HG0040
 HG0040  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HG0040
 HG0040.The horizontal coordinates were scaled from a topographic map and have
 HG0040.an estimated accuracy of +/- 6 seconds.
 HG0040
 HG0040.The orthometric height was determined by differential leveling
 HG0040.and adjusted by the National Geodetic Survey in 1992..
 HG0040.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HG0040.rate of 1.1 thru 2.0 mm/km.
 HG0040
 HG0040.The geoid height was determined by GEOID03.
 HG0040
 HG0040.The dynamic height is computed by dividing the NAVD 88
 HG0040.geopotential number by the normal gravity value computed on the
 HG0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0040.degrees latitude (g = 980.6199 gals.).
 HG0040
 HG0040.The modeled gravity was interpolated from observed gravity values.
 HG0040
 HG0040;                    North         East    Units  Estimated Accuracy
 HG0040;SPC KS S     -   504,790.      432,180.      MT  (+/- 180 meters Scaled)
 HG0040
 HG0040                          SUPERSEDED SURVEY CONTROL
 HG0040
 HG0040  NGVD 29 (??/??/92)  488.264  (m)         1601.91   (f) ADJ UNCH    1 2
 HG0040
 HG0040.Superseded values are not recommended for survey control.
 HG0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0040.See file dsdata.txt to determine how the superseded data were derived.
 HG0040
 HG0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG762629(NAD 83)
 HG0040_MARKER: DB = BENCH MARK DISK
 HG0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0040_SP_SET: CONCRETE POST
 HG0040_STAMPING: K 307 1953
 HG0040_MARK LOGO: CGS   
 HG0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0040+STABILITY: SURFACE MOTION
 HG0040
 HG0040  HISTORY     - Date     Condition        Report By
 HG0040  HISTORY     - 1953     MONUMENTED       CGS
 HG0040  HISTORY     - 1986     GOOD             NGS
 HG0040
 HG0040                          STATION DESCRIPTION
 HG0040
 HG0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0040'3.2 MI S FROM KINGMAN.
 HG0040'3.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0040'FROM THE STATION AT KINGMAN, ACROSS THE TRACK FROM THE 1ST POLE
 HG0040'SOUTH OF MILEPOST 35, 41 FEET EAST OF THE EAST RAIL, 27 FEET WEST
 HG0040'OF THE CENTER LINE OF A ROAD, 3 FEET EAST OF A WITNESS POST,
 HG0040'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 HG0040'GROUND.
 HG0040
 HG0040                          STATION RECOVERY (1986)
 HG0040
 HG0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0932 ***********************************************************************
 HF0932  DESIGNATION -  K 308
 HF0932  PID         -  HF0932
 HF0932  STATE/COUNTY-  KS/RENO
 HF0932  USGS QUAD   -  HAVEN (1961)
 HF0932
 HF0932                         *CURRENT SURVEY CONTROL
 HF0932  ___________________________________________________________________
 HF0932* NAD 83(1986)-  37 55 11.     (N)    097 49 41.     (W)     SCALED    
 HF0932* NAVD 88     -       460.748  (meters)    1511.64   (feet)  ADJUSTED  
 HF0932  ___________________________________________________________________
 HF0932  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 HF0932  DYNAMIC HT  -         460.395 (meters)    1510.48  (feet)  COMP
 HF0932  MODELED GRAV-     979,849.4   (mgal)                       NAVD 88
 HF0932
 HF0932  VERT ORDER  -  SECOND    CLASS 0
 HF0932
 HF0932.The horizontal coordinates were scaled from a topographic map and have
 HF0932.an estimated accuracy of +/- 6 seconds.
 HF0932
 HF0932.The orthometric height was determined by differential leveling
 HF0932.and adjusted by the National Geodetic Survey in June 1991..
 HF0932
 HF0932.The geoid height was determined by GEOID03.
 HF0932
 HF0932.The dynamic height is computed by dividing the NAVD 88
 HF0932.geopotential number by the normal gravity value computed on the
 HF0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0932.degrees latitude (g = 980.6199 gals.).
 HF0932
 HF0932.The modeled gravity was interpolated from observed gravity values.
 HF0932
 HF0932;                    North         East    Units  Estimated Accuracy
 HF0932;SPC KS S     -   539,280.      459,080.      MT  (+/- 180 meters Scaled)
 HF0932
 HF0932                          SUPERSEDED SURVEY CONTROL
 HF0932
 HF0932  NGVD 29 (??/??/92)  460.602  (m)         1511.16   (f) ADJ UNCH    2 0
 HF0932
 HF0932.Superseded values are not recommended for survey control.
 HF0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0932.See file dsdata.txt to determine how the superseded data were derived.
 HF0932
 HF0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG030975(NAD 83)
 HF0932_MARKER: DB = BENCH MARK DISK
 HF0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0932_STAMPING: K 308 1953
 HF0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0932+STABILITY: SURFACE MOTION
 HF0932
 HF0932  HISTORY     - Date     Condition        Report By
 HF0932  HISTORY     - 1953     MONUMENTED       CGS
 HF0932
 HF0932                          STATION DESCRIPTION
 HF0932
 HF0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0932'2.8 MI NW FROM HAVEN.
 HF0932'2.8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0932'THE STATION AT HAVEN, 6 POLES SOUTHEAST OF A ROAD CROSSING,
 HF0932'28.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET NORTHEAST
 HF0932'OF THE 1ST POLE NORTHWEST OF MILEPOST 519-30, 3 FEET SOUTHEAST
 HF0932'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0932'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0171 ***********************************************************************
 HG0171  DESIGNATION -  K 309
 HG0171  PID         -  HG0171
 HG0171  STATE/COUNTY-  KS/HARPER
 HG0171  USGS QUAD   -  HARPER (1973)
 HG0171
 HG0171                         *CURRENT SURVEY CONTROL
 HG0171  ___________________________________________________________________
 HG0171* NAD 83(1986)-  37 17 58.     (N)    098 02 23.     (W)     SCALED    
 HG0171* NAVD 88     -       440.083  (meters)    1443.84   (feet)  ADJUSTED  
 HG0171  ___________________________________________________________________
 HG0171  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HG0171  DYNAMIC HT  -         439.715 (meters)    1442.63  (feet)  COMP
 HG0171  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 HG0171
 HG0171  VERT ORDER  -  FIRST     CLASS II
 HG0171
 HG0171.The horizontal coordinates were scaled from a topographic map and have
 HG0171.an estimated accuracy of +/- 6 seconds.
 HG0171
 HG0171.The orthometric height was determined by differential leveling
 HG0171.and adjusted by the National Geodetic Survey in June 1991..
 HG0171
 HG0171.The geoid height was determined by GEOID03.
 HG0171
 HG0171.The dynamic height is computed by dividing the NAVD 88
 HG0171.geopotential number by the normal gravity value computed on the
 HG0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0171.degrees latitude (g = 980.6199 gals.).
 HG0171
 HG0171.The modeled gravity was interpolated from observed gravity values.
 HG0171
 HG0171;                    North         East    Units  Estimated Accuracy
 HG0171;SPC KS S     -   470,330.      440,810.      MT  (+/- 180 meters Scaled)
 HG0171
 HG0171                          SUPERSEDED SURVEY CONTROL
 HG0171
 HG0171  NGVD 29 (??/??/92)  439.952  (m)         1443.41   (f) ADJ UNCH    1 2
 HG0171
 HG0171.Superseded values are not recommended for survey control.
 HG0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0171.See file dsdata.txt to determine how the superseded data were derived.
 HG0171
 HG0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG851285(NAD 83)
 HG0171_MARKER: DB = BENCH MARK DISK
 HG0171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HG0171_SP_SET: HEADWALL
 HG0171_STAMPING: K 309 1953
 HG0171_MARK LOGO: CGS   
 HG0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0171+STABILITY: SURFACE MOTION
 HG0171
 HG0171  HISTORY     - Date     Condition        Report By
 HG0171  HISTORY     - 1953     MONUMENTED       CGS
 HG0171  HISTORY     - 1985     GOOD             NGS
 HG0171
 HG0171                          STATION DESCRIPTION
 HG0171
 HG0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0171'0.9 MI NW FROM HARPER.
 HG0171'0.9 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0171'RAILROAD FROM THE STATION AT HARPER, AT THE CROSSING OF STATE
 HG0171'HIGHWAY 14, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY 18
 HG0171'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 POLES SOUTHEAST OF
 HG0171'MILEPOST 59, SET IN THE TOP OF THE CENTER OF THE NORTHWEST
 HG0171'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 HG0171
 HG0171                          STATION RECOVERY (1985)
 HG0171
 HG0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0867 ***********************************************************************
 JF0867  DESIGNATION -  K 31
 JF0867  PID         -  JF0867
 JF0867  STATE/COUNTY-  KS/MCPHERSON
 JF0867  USGS QUAD   -  GALVA (1985)
 JF0867
 JF0867                         *CURRENT SURVEY CONTROL
 JF0867  ___________________________________________________________________
 JF0867* NAD 83(1986)-  38 23 01.     (N)    097 32 14.     (W)     SCALED    
 JF0867* NAVD 88     -       471.270  (meters)    1546.16   (feet)  ADJUSTED  
 JF0867  ___________________________________________________________________
 JF0867  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 JF0867  DYNAMIC HT  -         470.925 (meters)    1545.03  (feet)  COMP
 JF0867  MODELED GRAV-     979,882.2   (mgal)                       NAVD 88
 JF0867
 JF0867  VERT ORDER  -  SECOND    CLASS 0
 JF0867
 JF0867.The horizontal coordinates were scaled from a topographic map and have
 JF0867.an estimated accuracy of +/- 6 seconds.
 JF0867
 JF0867.The orthometric height was determined by differential leveling
 JF0867.and adjusted by the National Geodetic Survey in June 1991..
 JF0867
 JF0867.The geoid height was determined by GEOID03.
 JF0867
 JF0867.The dynamic height is computed by dividing the NAVD 88
 JF0867.geopotential number by the normal gravity value computed on the
 JF0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0867.degrees latitude (g = 980.6199 gals.).
 JF0867
 JF0867.The modeled gravity was interpolated from observed gravity values.
 JF0867
 JF0867;                    North         East    Units  Estimated Accuracy
 JF0867;SPC KS S     -   590,990.      484,120.      MT  (+/- 180 meters Scaled)
 JF0867
 JF0867                          SUPERSEDED SURVEY CONTROL
 JF0867
 JF0867  NGVD 29 (??/??/92)  471.090  (m)         1545.57   (f) ADJ UNCH    2 0
 JF0867
 JF0867.Superseded values are not recommended for survey control.
 JF0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0867.See file dsdata.txt to determine how the superseded data were derived.
 JF0867
 JF0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH277493(NAD 83)
 JF0867_MARKER: DB = BENCH MARK DISK
 JF0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0867+STABILITY: SURFACE MOTION
 JF0867
 JF0867  HISTORY     - Date     Condition        Report By
 JF0867  HISTORY     - UNK      MONUMENTED       CGS
 JF0867  HISTORY     - 1934     GOOD             NGS
 JF0867
 JF0867                          STATION DESCRIPTION
 JF0867
 JF0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0867'IN GALVA.
 JF0867'LOCATED ALONG THE R. OF W OF THE SANTA FE R.R. CO.  116 FT. S.E. OF
 JF0867'THE S.E. CORNER OF STATION GALVA.  109 FT. SOUTH OF THE CENTER
 JF0867'LINE OF THE MAIN TRACK.  50 FT. SOUTH OF THE CENTER LINE OF SOUTH
 JF0867'SIDE TRACK.  24.5 FT. WEST OF THE WEST CURB OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0204 ***********************************************************************
 HG0204  DESIGNATION -  K 310
 HG0204  PID         -  HG0204
 HG0204  STATE/COUNTY-  KS/HARPER
 HG0204  USGS QUAD   -  SPRING (1972)
 HG0204
 HG0204                         *CURRENT SURVEY CONTROL
 HG0204  ___________________________________________________________________
 HG0204* NAD 83(1986)-  37 05 38.     (N)    098 02 56.     (W)     SCALED    
 HG0204* NAVD 88     -       403.880  (meters)    1325.06   (feet)  ADJUSTED  
 HG0204  ___________________________________________________________________
 HG0204  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 HG0204  DYNAMIC HT  -         403.540 (meters)    1323.95  (feet)  COMP
 HG0204  MODELED GRAV-     979,778.4   (mgal)                       NAVD 88
 HG0204
 HG0204  VERT ORDER  -  FIRST     CLASS II
 HG0204
 HG0204.The horizontal coordinates were scaled from a topographic map and have
 HG0204.an estimated accuracy of +/- 6 seconds.
 HG0204
 HG0204.The orthometric height was determined by differential leveling
 HG0204.and adjusted by the National Geodetic Survey in June 1991..
 HG0204
 HG0204.The geoid height was determined by GEOID03.
 HG0204
 HG0204.The dynamic height is computed by dividing the NAVD 88
 HG0204.geopotential number by the normal gravity value computed on the
 HG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0204.degrees latitude (g = 980.6199 gals.).
 HG0204
 HG0204.The modeled gravity was interpolated from observed gravity values.
 HG0204
 HG0204;                    North         East    Units  Estimated Accuracy
 HG0204;SPC KS S     -   447,510.      440,110.      MT  (+/- 180 meters Scaled)
 HG0204
 HG0204                          SUPERSEDED SURVEY CONTROL
 HG0204
 HG0204  NGVD 29 (??/??/92)  403.750  (m)         1324.64   (f) ADJ UNCH    1 2
 HG0204
 HG0204.Superseded values are not recommended for survey control.
 HG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0204.See file dsdata.txt to determine how the superseded data were derived.
 HG0204
 HG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG845057(NAD 83)
 HG0204_MARKER: DB = BENCH MARK DISK
 HG0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0204_STAMPING: K 310 1953
 HG0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0204+STABILITY: SURFACE MOTION
 HG0204
 HG0204  HISTORY     - Date     Condition        Report By
 HG0204  HISTORY     - 1953     MONUMENTED       CGS
 HG0204  HISTORY     - 1985     MARK NOT FOUND   NGS
 HG0204
 HG0204                          STATION DESCRIPTION
 HG0204
 HG0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0204'4 MI S FROM ANTHONY.
 HG0204'4.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0204'FROM THE STATION AT ANTHONY, AT A ROAD CROSSING, 57 FEET SOUTH
 HG0204'OF THE CENTER LINE OF A ROAD, 30 FEET WEST OF THE WEST RAIL, 18
 HG0204'FEET EAST OF A FENCE, 4.5 FEET NORTH OF A TELEPHONE POLE, 2 FEET
 HG0204'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HG0204'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0204
 HG0204                          STATION RECOVERY (1985)
 HG0204
 HG0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0204'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0995 ***********************************************************************
 HF0995  DESIGNATION -  K 311
 HF0995  PID         -  HF0995
 HF0995  STATE/COUNTY-  KS/KINGMAN
 HF0995  USGS QUAD   -  MURDOCK (1965)
 HF0995
 HF0995                         *CURRENT SURVEY CONTROL
 HF0995  ___________________________________________________________________
 HF0995* NAD 83(1986)-  37 36 15.     (N)    097 59 27.     (W)     SCALED    
 HF0995* NAVD 88     -       456.342  (meters)    1497.18   (feet)  ADJUSTED  
 HF0995  ___________________________________________________________________
 HF0995  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HF0995  DYNAMIC HT  -         455.971 (meters)    1495.96  (feet)  COMP
 HF0995  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 HF0995
 HF0995  VERT ORDER  -  SECOND    CLASS 0
 HF0995
 HF0995.The horizontal coordinates were scaled from a topographic map and have
 HF0995.an estimated accuracy of +/- 6 seconds.
 HF0995
 HF0995.The orthometric height was determined by differential leveling
 HF0995.and adjusted by the National Geodetic Survey in June 1991..
 HF0995
 HF0995.The geoid height was determined by GEOID03.
 HF0995
 HF0995.The dynamic height is computed by dividing the NAVD 88
 HF0995.geopotential number by the normal gravity value computed on the
 HF0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0995.degrees latitude (g = 980.6199 gals.).
 HF0995
 HF0995.The modeled gravity was interpolated from observed gravity values.
 HF0995
 HF0995;                    North         East    Units  Estimated Accuracy
 HF0995;SPC KS S     -   504,170.      444,960.      MT  (+/- 180 meters Scaled)
 HF0995
 HF0995                          SUPERSEDED SURVEY CONTROL
 HF0995
 HF0995  NGVD 29 (??/??/92)  456.191  (m)         1496.69   (f) ADJ UNCH    2 0
 HF0995
 HF0995.Superseded values are not recommended for survey control.
 HF0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0995.See file dsdata.txt to determine how the superseded data were derived.
 HF0995
 HF0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG890623(NAD 83)
 HF0995_MARKER: DB = BENCH MARK DISK
 HF0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0995_STAMPING: K 311 1956
 HF0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0995+STABILITY: SURFACE MOTION
 HF0995
 HF0995  HISTORY     - Date     Condition        Report By
 HF0995  HISTORY     - 1956     MONUMENTED       CGS
 HF0995
 HF0995                          STATION DESCRIPTION
 HF0995
 HF0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0995'9.2 MI SE FROM KINGMAN.
 HF0995'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HF0995'AND SANTA FE RAILROAD STATION AT KINGMAN, THENCE 5.75 MILES EAST
 HF0995'ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES SOUTH ALONG A GRADED
 HF0995'DIRT ROAD, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, 75 FEET
 HF0995'WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 21 FEET SOUTH OF
 HF0995'THE CENTER LINE OF AN EAST AND WEST ROAD, 43 FEET WEST OF A
 HF0995'FENCE CORNER, 2 FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS
 HF0995'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 HF0995'ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP
 HF0995'29 SOUTH, RANGE 6 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0957 ***********************************************************************
 HF0957  DESIGNATION -  K 312
 HF0957  PID         -  HF0957
 HF0957  STATE/COUNTY-  KS/SEDGWICK
 HF0957  USGS QUAD   -  LAKE AFTON (1980)
 HF0957
 HF0957                         *CURRENT SURVEY CONTROL
 HF0957  ___________________________________________________________________
 HF0957* NAD 83(1986)-  37 33 40.     (N)    097 44 04.     (W)     SCALED    
 HF0957* NAVD 88     -       406.050  (meters)    1332.18   (feet)  ADJUSTED  
 HF0957  ___________________________________________________________________
 HF0957  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0957  DYNAMIC HT  -         405.719 (meters)    1331.10  (feet)  COMP
 HF0957  MODELED GRAV-     979,802.8   (mgal)                       NAVD 88
 HF0957
 HF0957  VERT ORDER  -  SECOND    CLASS 0
 HF0957
 HF0957.The horizontal coordinates were scaled from a topographic map and have
 HF0957.an estimated accuracy of +/- 6 seconds.
 HF0957
 HF0957.The orthometric height was determined by differential leveling
 HF0957.and adjusted by the National Geodetic Survey in June 1991..
 HF0957
 HF0957.The geoid height was determined by GEOID03.
 HF0957
 HF0957.The dynamic height is computed by dividing the NAVD 88
 HF0957.geopotential number by the normal gravity value computed on the
 HF0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0957.degrees latitude (g = 980.6199 gals.).
 HF0957
 HF0957.The modeled gravity was interpolated from observed gravity values.
 HF0957
 HF0957;                    North         East    Units  Estimated Accuracy
 HF0957;SPC KS S     -   499,550.      467,640.      MT  (+/- 180 meters Scaled)
 HF0957
 HF0957                          SUPERSEDED SURVEY CONTROL
 HF0957
 HF0957  NGVD 29 (??/??/92)  405.911  (m)         1331.73   (f) ADJ UNCH    2 0
 HF0957
 HF0957.Superseded values are not recommended for survey control.
 HF0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0957.See file dsdata.txt to determine how the superseded data were derived.
 HF0957
 HF0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG117578(NAD 83)
 HF0957_MARKER: DB = BENCH MARK DISK
 HF0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0957_STAMPING: K 312 1956
 HF0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0957+STABILITY: SURFACE MOTION
 HF0957
 HF0957  HISTORY     - Date     Condition        Report By
 HF0957  HISTORY     - 1956     MONUMENTED       CGS
 HF0957
 HF0957                          STATION DESCRIPTION
 HF0957
 HF0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0957'6.9 MI SE FROM CHENEY.
 HF0957'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0957'FROM THE STATION AT CHENEY, THENCE 0.6 MILE SOUTH ALONG A GRADED
 HF0957'DIRT ROAD, THENCE 3.0 MILES SOUTH ALONG AN OILED ROAD, THENCE 2.0
 HF0957'MILES EAST ALONG A GRADED DIRT ROAD, THENCE 0.85 MILE SOUTH ALONG
 HF0957'A GRADED DIRT ROAD, 66 FEET SOUTH OF THE CENTER LINE OF AN EAST
 HF0957'AND WEST ROAD, 38 FEET EAST OF THE CENTER LINE OF A NORTH AND
 HF0957'SOUTH ROAD, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 HF0957'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE
 HF0957'NORTHWEST 1/4 OF SECTION 2, TOWNSHIP 29 SOUTH, RANGE 4 WEST.  73
 HF0957'FEET NORTH OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1010 ***********************************************************************
 HF1010  DESIGNATION -  K 313
 HF1010  PID         -  HF1010
 HF1010  STATE/COUNTY-  KS/SEDGWICK
 HF1010  USGS QUAD   -  GARDEN PLAIN (1982)
 HF1010
 HF1010                         *CURRENT SURVEY CONTROL
 HF1010  ___________________________________________________________________
 HF1010* NAD 83(1986)-  37 43 13.     (N)    097 44 10.     (W)     SCALED    
 HF1010* NAVD 88     -       451.651  (meters)    1481.79   (feet)  ADJUSTED  
 HF1010  ___________________________________________________________________
 HF1010  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 HF1010  DYNAMIC HT  -         451.288 (meters)    1480.60  (feet)  COMP
 HF1010  MODELED GRAV-     979,812.1   (mgal)                       NAVD 88
 HF1010
 HF1010  VERT ORDER  -  SECOND    CLASS 0
 HF1010
 HF1010.The horizontal coordinates were scaled from a topographic map and have
 HF1010.an estimated accuracy of +/- 6 seconds.
 HF1010
 HF1010.The orthometric height was determined by differential leveling
 HF1010.and adjusted by the National Geodetic Survey in June 1991..
 HF1010
 HF1010.The geoid height was determined by GEOID03.
 HF1010
 HF1010.The dynamic height is computed by dividing the NAVD 88
 HF1010.geopotential number by the normal gravity value computed on the
 HF1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1010.degrees latitude (g = 980.6199 gals.).
 HF1010
 HF1010.The modeled gravity was interpolated from observed gravity values.
 HF1010
 HF1010;                    North         East    Units  Estimated Accuracy
 HF1010;SPC KS S     -   517,210.      467,340.      MT  (+/- 180 meters Scaled)
 HF1010
 HF1010                          SUPERSEDED SURVEY CONTROL
 HF1010
 HF1010  NGVD 29 (??/??/92)  451.503  (m)         1481.31   (f) ADJ UNCH    2 0
 HF1010
 HF1010.Superseded values are not recommended for survey control.
 HF1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1010.See file dsdata.txt to determine how the superseded data were derived.
 HF1010
 HF1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG113755(NAD 83)
 HF1010_MARKER: DB = BENCH MARK DISK
 HF1010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF1010_SP_SET: CULVERT
 HF1010_STAMPING: K 313 1956
 HF1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1010
 HF1010  HISTORY     - Date     Condition        Report By
 HF1010  HISTORY     - 1956     MONUMENTED       CGS
 HF1010
 HF1010                          STATION DESCRIPTION
 HF1010
 HF1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1010'10.8 MI N FROM CHENEY.
 HF1010'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1010'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A GRADED
 HF1010'DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54, THENCE 2.0
 HF1010'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE WEST ALONG
 HF1010'A GRADED DIRT ROAD, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT
 HF1010'ROAD, THENCE 3.0 MILES EAST ALONG A GRAVELED ROAD, 256 FEET WEST
 HF1010'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 14 FEET NORTH OF
 HF1010'THE CENTER LINE OF AN EAST AND WEST ROAD, SET IN THE TOP OF THE
 HF1010'CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT, IN THE
 HF1010'SOUTHEAST 1/4 OF SECTION 3, TOWNSHIP 27 SOUTH, RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0830 ***********************************************************************
 HF0830  DESIGNATION -  K 314
 HF0830  PID         -  HF0830
 HF0830  STATE/COUNTY-  KS/SUMNER
 HF0830  USGS QUAD   -  CALDWELL (1971)
 HF0830
 HF0830                         *CURRENT SURVEY CONTROL
 HF0830  ___________________________________________________________________
 HF0830* NAD 83(1986)-  37 02 26.     (N)    097 36 01.     (W)     SCALED    
 HF0830* NAVD 88     -       341.668  (meters)    1120.96   (feet)  ADJUSTED  
 HF0830  ___________________________________________________________________
 HF0830  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HF0830  DYNAMIC HT  -         341.383 (meters)    1120.02  (feet)  COMP
 HF0830  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 HF0830
 HF0830  VERT ORDER  -  SECOND    CLASS 0
 HF0830
 HF0830.The horizontal coordinates were scaled from a topographic map and have
 HF0830.an estimated accuracy of +/- 6 seconds.
 HF0830
 HF0830.The orthometric height was determined by differential leveling
 HF0830.and adjusted by the National Geodetic Survey in June 1991..
 HF0830
 HF0830.The geoid height was determined by GEOID03.
 HF0830
 HF0830.The dynamic height is computed by dividing the NAVD 88
 HF0830.geopotential number by the normal gravity value computed on the
 HF0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0830.degrees latitude (g = 980.6199 gals.).
 HF0830
 HF0830.The modeled gravity was interpolated from observed gravity values.
 HF0830
 HF0830;                    North         East    Units  Estimated Accuracy
 HF0830;SPC KS S     -   441,880.      480,050.      MT  (+/- 180 meters Scaled)
 HF0830
 HF0830                          SUPERSEDED SURVEY CONTROL
 HF0830
 HF0830  NGVD 29 (??/??/92)  341.562  (m)         1120.61   (f) ADJ UNCH    2 0
 HF0830
 HF0830.Superseded values are not recommended for survey control.
 HF0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0830.See file dsdata.txt to determine how the superseded data were derived.
 HF0830
 HF0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG244002(NAD 83)
 HF0830_MARKER: DB = BENCH MARK DISK
 HF0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0830_STAMPING: K 314 1956
 HF0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0830+STABILITY: SURFACE MOTION
 HF0830
 HF0830  HISTORY     - Date     Condition        Report By
 HF0830  HISTORY     - 1956     MONUMENTED       CGS
 HF0830
 HF0830                          STATION DESCRIPTION
 HF0830
 HF0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0830'0.6 MI N FROM CALDWELL.
 HF0830'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0830'FROM THE STATION AT CALDWELL, 152 FEET EAST OF THE EAST RAIL OF
 HF0830'THE MAIN TRACK OF THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 HF0830'52.5 FEET EAST OF THE EAST RAIL OF THE ATCHISON, TOPEKA AND
 HF0830'SANTA FE RAILROAD, 34 FEET NORTH OF THE CENTER LINE OF AN EAST
 HF0830'AND WEST ROAD, 6 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTH
 HF0830'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0830'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF
 HF0830'SECTION 36, TOWNSHIP 34 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1042 ***********************************************************************
 HF1042  DESIGNATION -  K 315
 HF1042  PID         -  HF1042
 HF1042  STATE/COUNTY-  KS/RENO
 HF1042  USGS QUAD   -  WATERLOO (1983)
 HF1042
 HF1042                         *CURRENT SURVEY CONTROL
 HF1042  ___________________________________________________________________
 HF1042* NAD 83(1986)-  37 44 53.     (N)    097 53 58.     (W)     SCALED    
 HF1042* NAVD 88     -       457.338  (meters)    1500.45   (feet)  ADJUSTED  
 HF1042  ___________________________________________________________________
 HF1042  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HF1042  DYNAMIC HT  -         456.977 (meters)    1499.27  (feet)  COMP
 HF1042  MODELED GRAV-     979,825.3   (mgal)                       NAVD 88
 HF1042
 HF1042  VERT ORDER  -  SECOND    CLASS 0
 HF1042
 HF1042.The horizontal coordinates were scaled from a topographic map and have
 HF1042.an estimated accuracy of +/- 6 seconds.
 HF1042
 HF1042.The orthometric height was determined by differential leveling
 HF1042.and adjusted by the National Geodetic Survey in June 1991..
 HF1042
 HF1042.The geoid height was determined by GEOID03.
 HF1042
 HF1042.The dynamic height is computed by dividing the NAVD 88
 HF1042.geopotential number by the normal gravity value computed on the
 HF1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1042.degrees latitude (g = 980.6199 gals.).
 HF1042
 HF1042.The modeled gravity was interpolated from observed gravity values.
 HF1042
 HF1042;                    North         East    Units  Estimated Accuracy
 HF1042;SPC KS S     -   520,190.      452,930.      MT  (+/- 180 meters Scaled)
 HF1042
 HF1042                          SUPERSEDED SURVEY CONTROL
 HF1042
 HF1042  NGVD 29 (??/??/92)  457.189  (m)         1499.96   (f) ADJ UNCH    2 0
 HF1042
 HF1042.Superseded values are not recommended for survey control.
 HF1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1042.See file dsdata.txt to determine how the superseded data were derived.
 HF1042
 HF1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG969784(NAD 83)
 HF1042_MARKER: DB = BENCH MARK DISK
 HF1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1042_STAMPING: K 315 1956
 HF1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1042+STABILITY: SURFACE MOTION
 HF1042
 HF1042  HISTORY     - Date     Condition        Report By
 HF1042  HISTORY     - 1956     MONUMENTED       CGS
 HF1042  HISTORY     - 1959     GOOD             USGS
 HF1042
 HF1042                          STATION DESCRIPTION
 HF1042
 HF1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1042'12.3 MI SE FROM CASTLETON.
 HF1042'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF1042'RAILROAD FROM THE STATION AT CASTLETON, THENCE 0.9 MILE EAST
 HF1042'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 HF1042'ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0
 HF1042'MILE SOUTH ALONG STATE HIGHWAY 17, THENCE 1.0 MILE EAST ALONG
 HF1042'A GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD,
 HF1042'THENCE 1.0 MILE EAST ALONG AN OILED ROAD, THENCE 3.0 MILES SOUTH
 HF1042'ALONG A GRAVELED ROAD, 32 FEET EAST OF THE CENTER LINE OF A NORTH
 HF1042'AND SOUTH ROAD, 20 FEET SOUTH OF THE CENTER LINE OF AN EAST
 HF1042'AND WEST ROAD, 9 FEET EAST OF A TELEPHONE POLE, 2 FEET NORTH OF
 HF1042'A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 HF1042'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 HF1042'NORTHWEST 1/4 OF SECTION 32, TOWNSHIP 26 SOUTH, RANGE 5 WEST.
 HF1042'NOTE-- REPORTED NEAR CORNER OF SECTIONS 29/30/31/32, T26S, R5W.
 HF1042
 HF1042                          STATION RECOVERY (1959)
 HF1042
 HF1042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HF1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0558 ***********************************************************************
 HH0558  DESIGNATION -  K 32
 HH0558  PID         -  HH0558
 HH0558  STATE/COUNTY-  KS/HAMILTON
 HH0558  USGS QUAD   -  SYRACUSE WEST (1966)
 HH0558
 HH0558                         *CURRENT SURVEY CONTROL
 HH0558  ___________________________________________________________________
 HH0558* NAD 83(1986)-  37 58 45.     (N)    101 45 10.     (W)     SCALED    
 HH0558* NAVD 88     -       985.745  (meters)    3234.07   (feet)  ADJUSTED  
 HH0558  ___________________________________________________________________
 HH0558  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 HH0558  DYNAMIC HT  -         984.834 (meters)    3231.08  (feet)  COMP
 HH0558  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 HH0558
 HH0558  VERT ORDER  -  FIRST     CLASS II
 HH0558
 HH0558.The horizontal coordinates were scaled from a topographic map and have
 HH0558.an estimated accuracy of +/- 6 seconds.
 HH0558
 HH0558.The orthometric height was determined by differential leveling
 HH0558.and adjusted by the National Geodetic Survey in June 1991..
 HH0558
 HH0558.The geoid height was determined by GEOID03.
 HH0558
 HH0558.The dynamic height is computed by dividing the NAVD 88
 HH0558.geopotential number by the normal gravity value computed on the
 HH0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0558.degrees latitude (g = 980.6199 gals.).
 HH0558
 HH0558.The modeled gravity was interpolated from observed gravity values.
 HH0558
 HH0558;                    North         East    Units  Estimated Accuracy
 HH0558;SPC KS S     -   550,650.      114,300.      MT  (+/- 180 meters Scaled)
 HH0558
 HH0558                          SUPERSEDED SURVEY CONTROL
 HH0558
 HH0558  NGVD 29 (??/??/92)  985.339  (m)         3232.73   (f) ADJ UNCH    1 2
 HH0558
 HH0558.Superseded values are not recommended for survey control.
 HH0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0558.See file dsdata.txt to determine how the superseded data were derived.
 HH0558
 HH0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH582070(NAD 83)
 HH0558_MARKER: DB = BENCH MARK DISK
 HH0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0558_SP_SET: CONCRETE POST
 HH0558_STAMPING: K 32 1934
 HH0558_MARK LOGO: CGS   
 HH0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0558+STABILITY: SURFACE MOTION
 HH0558
 HH0558  HISTORY     - Date     Condition        Report By
 HH0558  HISTORY     - 1934     MONUMENTED       CGS
 HH0558  HISTORY     - 1961     GOOD             NGS
 HH0558  HISTORY     - 1986     GOOD             NGS
 HH0558  HISTORY     - 20030429 POOR             INDIV
 HH0558
 HH0558                          STATION DESCRIPTION
 HH0558
 HH0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0558'AT SYRACUSE.
 HH0558'AT SYRACUSE, HAMILTON COUNTY, ABOUT 63 YARDS WEST OF THE
 HH0558'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, AT MILEAGE
 HH0558'453.83, AT THE SOUTHWEST CORNER OF A SMALL RAILROAD PARK, 72 FEET
 HH0558'EAST OF THE CENTER LINE OF MAIN STREET (STATE HIGHWAY 27), AND
 HH0558'58 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD
 HH0558'DISK, STAMPED K 32 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0558
 HH0558                          STATION RECOVERY (1961)
 HH0558
 HH0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HH0558'RECOVERED IN GOOD CONDITION.
 HH0558
 HH0558                          STATION RECOVERY (1986)
 HH0558
 HH0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0558'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT A NEW
 HH0558'WITNESS POST WAS ADDED.
 HH0558'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HH0558
 HH0558                          STATION RECOVERY (2003)
 HH0558
 HH0558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SCH)
 HH0558'MARK HAS BEEN DISTURBED. ALL WITNESS POSTS HAVE BEEN REMOVED AND
 HH0558'TRUCKS HAVE BEEN DRIVING OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0937 ***********************************************************************
 JE0937  DESIGNATION -  K 324
 JE0937  PID         -  JE0937
 JE0937  STATE/COUNTY-  KS/DOUGLAS
 JE0937  USGS QUAD   -  LONE STAR (1978)
 JE0937
 JE0937                         *CURRENT SURVEY CONTROL
 JE0937  ___________________________________________________________________
 JE0937* NAD 83(1986)-  38 46 04.     (N)    095 21 10.     (W)     SCALED    
 JE0937* NAVD 88     -       309.579  (meters)    1015.68   (feet)  ADJUSTED  
 JE0937  ___________________________________________________________________
 JE0937  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JE0937  DYNAMIC HT  -         309.368 (meters)    1014.98  (feet)  COMP
 JE0937  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 JE0937
 JE0937  VERT ORDER  -  SECOND    CLASS 0
 JE0937
 JE0937.The horizontal coordinates were scaled from a topographic map and have
 JE0937.an estimated accuracy of +/- 6 seconds.
 JE0937
 JE0937.The orthometric height was determined by differential leveling
 JE0937.and adjusted by the National Geodetic Survey in June 1991..
 JE0937
 JE0937.The geoid height was determined by GEOID03.
 JE0937
 JE0937.The dynamic height is computed by dividing the NAVD 88
 JE0937.geopotential number by the normal gravity value computed on the
 JE0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0937.degrees latitude (g = 980.6199 gals.).
 JE0937
 JE0937.The modeled gravity was interpolated from observed gravity values.
 JE0937
 JE0937;                    North         East    Units  Estimated Accuracy
 JE0937;SPC KS N     -    51,590.      630,030.      MT  (+/- 180 meters Scaled)
 JE0937
 JE0937                          SUPERSEDED SURVEY CONTROL
 JE0937
 JE0937  NGVD 29 (??/??/92)  309.461  (m)         1015.29   (f) ADJ UNCH    2 0
 JE0937
 JE0937.Superseded values are not recommended for survey control.
 JE0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0937.See file dsdata.txt to determine how the superseded data were derived.
 JE0937
 JE0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC955936(NAD 83)
 JE0937_MARKER: DB = BENCH MARK DISK
 JE0937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0937_SP_SET: BRIDGE
 JE0937_STAMPING: K 324 1960
 JE0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0937
 JE0937  HISTORY     - Date     Condition        Report By
 JE0937  HISTORY     - 1960     MONUMENTED       CGS
 JE0937  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0937
 JE0937                          STATION DESCRIPTION
 JE0937
 JE0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE0937'8.1 MI W FROM BALDWIN.
 JE0937'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0937'RAILWAY FROM THE STATION AT BALDWIN, THENCE 7.4 MILES WEST ALONG
 JE0937'GRAVELED ROAD, 9 FEET SOUTH OF THE CENTER OF THE ROAD, 7 FEET
 JE0937'EAST OF THE SOUTH RAIL, CEMENTED IN A DRILL HOLE IN THE EAST
 JE0937'END OF THE SOUTH HEADWALL OF A CONCRETE BRIDGE, 1 FOOT ABOVE
 JE0937'THE LEVEL OF THE ROAD.
 JE0937
 JE0937                          STATION RECOVERY (2005)
 JE0937
 JE0937'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0937'THE BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0818 ***********************************************************************
 KE0818  DESIGNATION -  K 325
 KE0818  PID         -  KE0818
 KE0818  STATE/COUNTY-  KS/SHAWNEE
 KE0818  USGS QUAD   -  ROSSVILLE (1982)
 KE0818
 KE0818                         *CURRENT SURVEY CONTROL
 KE0818  ___________________________________________________________________
 KE0818* NAD 83(1986)-  39 13 13.     (N)    095 55 25.     (W)     SCALED    
 KE0818* NAVD 88     -       304.558  (meters)     999.20   (feet)  ADJUSTED  
 KE0818  ___________________________________________________________________
 KE0818  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 KE0818  DYNAMIC HT  -         304.365 (meters)     998.57  (feet)  COMP
 KE0818  MODELED GRAV-     979,986.9   (mgal)                       NAVD 88
 KE0818
 KE0818  VERT ORDER  -  SECOND    CLASS 0
 KE0818
 KE0818.The horizontal coordinates were scaled from a topographic map and have
 KE0818.an estimated accuracy of +/- 6 seconds.
 KE0818
 KE0818.The orthometric height was determined by differential leveling
 KE0818.and adjusted by the National Geodetic Survey in June 1991..
 KE0818
 KE0818.The geoid height was determined by GEOID03.
 KE0818
 KE0818.The dynamic height is computed by dividing the NAVD 88
 KE0818.geopotential number by the normal gravity value computed on the
 KE0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0818.degrees latitude (g = 980.6199 gals.).
 KE0818
 KE0818.The modeled gravity was interpolated from observed gravity values.
 KE0818
 KE0818;                    North         East    Units  Estimated Accuracy
 KE0818;SPC KS N     -   100,520.      579,290.      MT  (+/- 180 meters Scaled)
 KE0818
 KE0818                          SUPERSEDED SURVEY CONTROL
 KE0818
 KE0818  NGVD 29 (??/??/92)  304.447  (m)          998.84   (f) ADJ UNCH    2 0
 KE0818
 KE0818.Superseded values are not recommended for survey control.
 KE0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0818.See file dsdata.txt to determine how the superseded data were derived.
 KE0818
 KE0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD476452(NAD 83)
 KE0818_MARKER: DB = BENCH MARK DISK
 KE0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0818_SP_SET: CULVERT
 KE0818_STAMPING: K 325 1960
 KE0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0818
 KE0818  HISTORY     - Date     Condition        Report By
 KE0818  HISTORY     - 1960     MONUMENTED       CGS
 KE0818  HISTORY     - 1961     GOOD             NGS
 KE0818
 KE0818                          STATION DESCRIPTION
 KE0818
 KE0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE0818'2 MI E FROM DELIA.
 KE0818'0.3 MILE EAST ALONG GRAVELED ROAD FROM THE RAILROAD DEPOT AT
 KE0818'DELIA, THENCE 2.0 MILES EAST ALONG THE ROAD THENCE 1.3 MILES
 KE0818'SOUTH ALONG A GRAVELED ROAD, 10 FEET EAST OF THE CENTER OF THE
 KE0818'ROAD, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE EAST HEADWALL
 KE0818'OF A CONCRETE CULVERT AND 3 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0239 ***********************************************************************
 JF0239  DESIGNATION -  K 326
 JF0239  PID         -  JF0239
 JF0239  STATE/COUNTY-  KS/LYON
 JF0239  USGS QUAD   -  LANG (1979)
 JF0239
 JF0239                         *CURRENT SURVEY CONTROL
 JF0239  ___________________________________________________________________
 JF0239* NAD 83(1986)-  38 24 43.     (N)    096 00 34.     (W)     SCALED    
 JF0239* NAVD 88     -       351.139  (meters)    1152.03   (feet)  ADJUSTED  
 JF0239  ___________________________________________________________________
 JF0239  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JF0239  DYNAMIC HT  -         350.884 (meters)    1151.19  (feet)  COMP
 JF0239  MODELED GRAV-     979,893.5   (mgal)                       NAVD 88
 JF0239
 JF0239  VERT ORDER  -  SECOND    CLASS 0
 JF0239
 JF0239.The horizontal coordinates were scaled from a topographic map and have
 JF0239.an estimated accuracy of +/- 6 seconds.
 JF0239
 JF0239.The orthometric height was determined by differential leveling
 JF0239.and adjusted by the National Geodetic Survey in June 1991..
 JF0239
 JF0239.The geoid height was determined by GEOID03.
 JF0239
 JF0239.The dynamic height is computed by dividing the NAVD 88
 JF0239.geopotential number by the normal gravity value computed on the
 JF0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0239.degrees latitude (g = 980.6199 gals.).
 JF0239
 JF0239.The modeled gravity was interpolated from observed gravity values.
 JF0239
 JF0239;                    North         East    Units  Estimated Accuracy
 JF0239;SPC KS S     -   596,610.      617,490.      MT  (+/- 180 meters Scaled)
 JF0239
 JF0239                          SUPERSEDED SURVEY CONTROL
 JF0239
 JF0239  NGVD 29 (??/??/92)  350.987  (m)         1151.53   (f) ADJ UNCH    2 0
 JF0239
 JF0239.Superseded values are not recommended for survey control.
 JF0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0239.See file dsdata.txt to determine how the superseded data were derived.
 JF0239
 JF0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH611557(NAD 83)
 JF0239_MARKER: DB = BENCH MARK DISK
 JF0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0239_SP_SET: CULVERT
 JF0239_STAMPING: K 326 1974
 JF0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0239
 JF0239  HISTORY     - Date     Condition        Report By
 JF0239  HISTORY     - 1974     MONUMENTED       NGS
 JF0239
 JF0239                          STATION DESCRIPTION
 JF0239
 JF0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JF0239'7.2 MI E FROM EMPORIA.
 JF0239'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35
 JF0239'AND THE BUSINESS ROUTE OF U.S. HIGHWAY 50, WHICH IS ABOUT 2.5
 JF0239'MILES EAST OF THE DOWNTOWN SECTION OF EMPORIA, GO EAST ALONG
 JF0239'U.S. HIGHWAY 50 FOR 7.2 MILES TO THE MARK SET IN THE TOP OF THE
 JF0239'SOUTH HEADWALL OF A BOX CULVERT.  THE MARK IS 0.2 MILE WEST OF A
 JF0239'ROAD CROSSING, 24.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 JF0239'0.5 FOOT WEST OF THE EAST END OF HEADWALL AND IS ABOUT 1 FOOT
 JF0239'BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS ALSO 8.8 MILES
 JF0239'WEST OF LEBO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1415 ***********************************************************************
 JE1415  DESIGNATION -  K 327
 JE1415  PID         -  JE1415
 JE1415  STATE/COUNTY-  KS/FRANKLIN
 JE1415  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE1415
 JE1415                         *CURRENT SURVEY CONTROL
 JE1415  ___________________________________________________________________
 JE1415* NAD 83(1986)-  38 35 28.     (N)    095 16 18.     (W)     SCALED    
 JE1415* NAVD 88     -       284.575  (meters)     933.64   (feet)  ADJUSTED  
 JE1415  ___________________________________________________________________
 JE1415  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE1415  DYNAMIC HT  -         284.378 (meters)     933.00  (feet)  COMP
 JE1415  MODELED GRAV-     979,929.5   (mgal)                       NAVD 88
 JE1415
 JE1415  VERT ORDER  -  SECOND    CLASS 0
 JE1415
 JE1415.The horizontal coordinates were scaled from a topographic map and have
 JE1415.an estimated accuracy of +/- 6 seconds.
 JE1415
 JE1415.The orthometric height was determined by differential leveling
 JE1415.and adjusted by the National Geodetic Survey in June 1991..
 JE1415
 JE1415.The geoid height was determined by GEOID03.
 JE1415
 JE1415.The dynamic height is computed by dividing the NAVD 88
 JE1415.geopotential number by the normal gravity value computed on the
 JE1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1415.degrees latitude (g = 980.6199 gals.).
 JE1415
 JE1415.The modeled gravity was interpolated from observed gravity values.
 JE1415
 JE1415;                    North         East    Units  Estimated Accuracy
 JE1415;SPC KS S     -   618,460.      681,210.      MT  (+/- 180 meters Scaled)
 JE1415
 JE1415                          SUPERSEDED SURVEY CONTROL
 JE1415
 JE1415  NGVD 29 (??/??/92)  284.466  (m)          933.29   (f) ADJ UNCH    2 0
 JE1415
 JE1415.Superseded values are not recommended for survey control.
 JE1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1415.See file dsdata.txt to determine how the superseded data were derived.
 JE1415
 JE1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC021738(NAD 83)
 JE1415_MARKER: DB = BENCH MARK DISK
 JE1415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1415_SP_SET: CULVERT
 JE1415_STAMPING: K 327 1974
 JE1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1415
 JE1415  HISTORY     - Date     Condition        Report By
 JE1415  HISTORY     - 1974     MONUMENTED       NGS
 JE1415
 JE1415                          STATION DESCRIPTION
 JE1415
 JE1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1415'IN OTTAWA.
 JE1415'AT OTTAWA, ABOUT 1.4 MILES SOUTH ALONG US HIGHWAY 59 (MAIN STREET)
 JE1415'FROM THE COURT HOUSE, THENCE WEST ALONG 15TH STREET 0.15 MILE.  THE
 JE1415'MARK IS SET IN THE TOP OF THE EAST END OF NORTH HEADWALL OF A BOX
 JE1415'CULVERT, 125 YARDS WEST OF THE SOUTH MUNICIPAL WATER TANK, 100 YARDS
 JE1415'WEST OF THE RAILROAD, 60 FEET NORTH OF THE APPROXIMATE CENTER OF 15TH
 JE1415'STREET, 60 FEET NORTHWEST OF A POWER LINE POLE, 0.5 FOOT WEST OF THE
 JE1415'EAST END OF HEADWALL, ABOUT 6 FEET BELOW THE LEVEL OF THE RAILROAD,
 JE1415'ABOUT 10 FEET BELOW TH LEVEL OF 15TH STREET AND ABOUT 1.4 MILES NORTH
 JE1415'OF THE JUNCTION OF I-35 AND US HIGHWAY 59 WHICH IS JUST SOUTH OF
 JE1415'OTTAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1382 ***********************************************************************
 JE1382  DESIGNATION -  K 328
 JE1382  PID         -  JE1382
 JE1382  STATE/COUNTY-  KS/JOHNSON
 JE1382  USGS QUAD   -  OLATHE (1991)
 JE1382
 JE1382                         *CURRENT SURVEY CONTROL
 JE1382  ___________________________________________________________________
 JE1382* NAD 83(1986)-  38 54 21.     (N)    094 46 41.     (W)     SCALED    
 JE1382* NAVD 88     -       315.437  (meters)    1034.90   (feet)  ADJUSTED  
 JE1382  ___________________________________________________________________
 JE1382  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 JE1382  DYNAMIC HT  -         315.224 (meters)    1034.20  (feet)  COMP
 JE1382  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 JE1382
 JE1382  VERT ORDER  -  SECOND    CLASS 0
 JE1382
 JE1382.The horizontal coordinates were scaled from a topographic map and have
 JE1382.an estimated accuracy of +/- 6 seconds.
 JE1382
 JE1382.The orthometric height was determined by differential leveling
 JE1382.and adjusted by the National Geodetic Survey in June 1991..
 JE1382
 JE1382.The geoid height was determined by GEOID03.
 JE1382
 JE1382.The dynamic height is computed by dividing the NAVD 88
 JE1382.geopotential number by the normal gravity value computed on the
 JE1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1382.degrees latitude (g = 980.6199 gals.).
 JE1382
 JE1382.The modeled gravity was interpolated from observed gravity values.
 JE1382
 JE1382;                    North         East    Units  Estimated Accuracy
 JE1382;SPC KS N     -    68,530.      679,410.      MT  (+/- 180 meters Scaled)
 JE1382
 JE1382                          SUPERSEDED SURVEY CONTROL
 JE1382
 JE1382  NGVD 29 (??/??/92)  315.311  (m)         1034.48   (f) ADJ UNCH    2 0
 JE1382
 JE1382.Superseded values are not recommended for survey control.
 JE1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1382.See file dsdata.txt to determine how the superseded data were derived.
 JE1382
 JE1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD458078(NAD 83)
 JE1382_MARKER: DB = BENCH MARK DISK
 JE1382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1382_SP_SET: CULVERT
 JE1382_STAMPING: K 328 1974
 JE1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1382
 JE1382  HISTORY     - Date     Condition        Report By
 JE1382  HISTORY     - 1974     MONUMENTED       NGS
 JE1382  HISTORY     - 1983     GOOD             NGS
 JE1382
 JE1382                          STATION DESCRIPTION
 JE1382
 JE1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1382'4.2 MI N FROM OLATHE.
 JE1382'ABOUT 4.2 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 JE1382'WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF OLATHE,
 JE1382'40 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF HIGHWAY AND
 JE1382'ABOUT 0.5 FOOT FROM THE END OF HEADWALL.  SET IN THE TOP OF THE EAST
 JE1382'HEADWALL OF A BOX CULVERT AND IS ABOUT 4 FEET BELOW THE LEVEL OF THE
 JE1382'HIGHWAY.
 JE1382
 JE1382                          STATION RECOVERY (1983)
 JE1382
 JE1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JE1382'THE PREVIOUS DESCRIPTION BEING ADEQUATE ROAD CONSTRUCTION DURING THE
 JE1382'NEXT 5 YEARS MAY CAUSE THE MARK HAVING TO BE RE-LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0581 ***********************************************************************
 HH0581  DESIGNATION -  K 33
 HH0581  PID         -  HH0581
 HH0581  STATE/COUNTY-  KS/FINNEY
 HH0581  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0581
 HH0581                         *CURRENT SURVEY CONTROL
 HH0581  ___________________________________________________________________
 HH0581* NAD 83(1986)-  37 58 10.     (N)    100 54 06.     (W)     SCALED    
 HH0581* NAVD 88     -       868.865  (meters)    2850.60   (feet)  ADJUSTED  
 HH0581  ___________________________________________________________________
 HH0581  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 HH0581  DYNAMIC HT  -         868.091 (meters)    2848.06  (feet)  COMP
 HH0581  MODELED GRAV-     979,709.3   (mgal)                       NAVD 88
 HH0581
 HH0581  VERT ORDER  -  FIRST     CLASS II
 HH0581
 HH0581.The horizontal coordinates were scaled from a topographic map and have
 HH0581.an estimated accuracy of +/- 6 seconds.
 HH0581
 HH0581.The orthometric height was determined by differential leveling
 HH0581.and adjusted by the National Geodetic Survey in June 1991..
 HH0581
 HH0581.The geoid height was determined by GEOID03.
 HH0581
 HH0581.The dynamic height is computed by dividing the NAVD 88
 HH0581.geopotential number by the normal gravity value computed on the
 HH0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0581.degrees latitude (g = 980.6199 gals.).
 HH0581
 HH0581.The modeled gravity was interpolated from observed gravity values.
 HH0581
 HH0581;                    North         East    Units  Estimated Accuracy
 HH0581;SPC KS S     -   547,310.      189,010.      MT  (+/- 180 meters Scaled)
 HH0581
 HH0581                          SUPERSEDED SURVEY CONTROL
 HH0581
 HH0581  NGVD 29 (??/??/92)  868.478  (m)         2849.33   (f) ADJ UNCH    1 2
 HH0581
 HH0581.Superseded values are not recommended for survey control.
 HH0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0581.See file dsdata.txt to determine how the superseded data were derived.
 HH0581
 HH0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH329041(NAD 83)
 HH0581_MARKER: DB = BENCH MARK DISK
 HH0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0581_SP_SET: CONCRETE POST
 HH0581_STAMPING: K 33 1934
 HH0581_MARK LOGO: CGS   
 HH0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0581+STABILITY: SURFACE MOTION
 HH0581
 HH0581  HISTORY     - Date     Condition        Report By
 HH0581  HISTORY     - 1934     MONUMENTED       CGS
 HH0581  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0581
 HH0581                          STATION DESCRIPTION
 HH0581
 HH0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0581'2.3 KM (1.40 MI) WEST FROM GARDEN CITY.
 HH0581'ABOUT 1.4 MI WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HH0581'GARDEN CITY, AT MILEAGE 403.9, 25 FT WEST OF A COUNTY-ROAD CROSSING,
 HH0581'45 FT SOUTH OF THE CENTER LINE OF THE TRACK, AND 25 FT NORTH OF A
 HH0581'ROAD PARALLELING THE TRACK.
 HH0581
 HH0581                          STATION RECOVERY (1986)
 HH0581
 HH0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0581'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0558 ***********************************************************************
 JF0558  DESIGNATION -  K 332
 JF0558  PID         -  JF0558
 JF0558  STATE/COUNTY-  KS/DICKINSON
 JF0558  USGS QUAD   -  CARLTON (1985)
 JF0558
 JF0558                         *CURRENT SURVEY CONTROL
 JF0558  ___________________________________________________________________
 JF0558* NAD 83(1986)-  38 41 18.     (N)    097 21 08.     (W)     SCALED    
 JF0558* NAVD 88     -       403.449  (meters)    1323.65   (feet)  ADJUSTED  
 JF0558  ___________________________________________________________________
 JF0558  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 JF0558  DYNAMIC HT  -         403.163 (meters)    1322.71  (feet)  COMP
 JF0558  MODELED GRAV-     979,907.7   (mgal)                       NAVD 88
 JF0558
 JF0558  VERT ORDER  -  SECOND    CLASS 0
 JF0558
 JF0558.The horizontal coordinates were scaled from a topographic map and have
 JF0558.an estimated accuracy of +/- 6 seconds.
 JF0558
 JF0558.The orthometric height was determined by differential leveling
 JF0558.and adjusted by the National Geodetic Survey in June 1991..
 JF0558
 JF0558.The geoid height was determined by GEOID03.
 JF0558
 JF0558.The dynamic height is computed by dividing the NAVD 88
 JF0558.geopotential number by the normal gravity value computed on the
 JF0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0558.degrees latitude (g = 980.6199 gals.).
 JF0558
 JF0558.The modeled gravity was interpolated from observed gravity values.
 JF0558
 JF0558;                    North         East    Units  Estimated Accuracy
 JF0558;SPC KS N     -    39,610.      456,360.      MT  (+/- 180 meters Scaled)
 JF0558
 JF0558                          SUPERSEDED SURVEY CONTROL
 JF0558
 JF0558  NGVD 29 (??/??/92)  403.320  (m)         1323.23   (f) ADJ UNCH    2 0
 JF0558
 JF0558.Superseded values are not recommended for survey control.
 JF0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0558.See file dsdata.txt to determine how the superseded data were derived.
 JF0558
 JF0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH433834(NAD 83)
 JF0558_MARKER: DB = BENCH MARK DISK
 JF0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0558_SP_SET: BRIDGE
 JF0558_STAMPING: K 332 1961
 JF0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0558
 JF0558  HISTORY     - Date     Condition        Report By
 JF0558  HISTORY     - 1961     MONUMENTED       CGS
 JF0558
 JF0558                          STATION DESCRIPTION
 JF0558
 JF0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0558'3 MI W FROM CARLTON.
 JF0558'3.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JF0558'AT CARLTON, 6 POLES WEST FROM MILE POST 274, 15 FEET WEST FROM
 JF0558'CENTER OF A DIRT ROAD, CEMENTED IN A DRILL HOLE IN BASE OF
 JF0558'UNDERPASS OF BRIDGE 4742.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0307 ***********************************************************************
 HF0307  DESIGNATION -  K 334
 HF0307  PID         -  HF0307
 HF0307  STATE/COUNTY-  KS/BUTLER
 HF0307  USGS QUAD   -  BEAUMONT (1964)
 HF0307
 HF0307                         *CURRENT SURVEY CONTROL
 HF0307  ___________________________________________________________________
 HF0307* NAD 83(1986)-  37 40 07.     (N)    096 37 28.     (W)     SCALED    
 HF0307* NAVD 88     -       469.828  (meters)    1541.43   (feet)  ADJUSTED  
 HF0307  ___________________________________________________________________
 HF0307  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HF0307  DYNAMIC HT  -         469.449 (meters)    1540.18  (feet)  COMP
 HF0307  MODELED GRAV-     979,808.9   (mgal)                       NAVD 88
 HF0307
 HF0307  VERT ORDER  -  SECOND    CLASS 0
 HF0307
 HF0307.The horizontal coordinates were scaled from a topographic map and have
 HF0307.an estimated accuracy of +/- 6 seconds.
 HF0307
 HF0307.The orthometric height was determined by differential leveling
 HF0307.and adjusted by the National Geodetic Survey in June 1991..
 HF0307
 HF0307.The geoid height was determined by GEOID03.
 HF0307
 HF0307.The dynamic height is computed by dividing the NAVD 88
 HF0307.geopotential number by the normal gravity value computed on the
 HF0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0307.degrees latitude (g = 980.6199 gals.).
 HF0307
 HF0307.The modeled gravity was interpolated from observed gravity values.
 HF0307
 HF0307;                    North         East    Units  Estimated Accuracy
 HF0307;SPC KS S     -   512,870.      565,450.      MT  (+/- 180 meters Scaled)
 HF0307
 HF0307                          SUPERSEDED SURVEY CONTROL
 HF0307
 HF0307  NGVD 29 (??/??/92)  469.652  (m)         1540.85   (f) ADJ UNCH    2 0
 HF0307
 HF0307.Superseded values are not recommended for survey control.
 HF0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0307.See file dsdata.txt to determine how the superseded data were derived.
 HF0307
 HF0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG095717(NAD 83)
 HF0307_MARKER: DB = BENCH MARK DISK
 HF0307_SETTING: 0 = UNSPECIFIED SETTING
 HF0307_STAMPING: K 334 1962
 HF0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0307
 HF0307  HISTORY     - Date     Condition        Report By
 HF0307  HISTORY     - 1962     MONUMENTED       CGS
 HF0307
 HF0307                          STATION DESCRIPTION
 HF0307
 HF0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0307'1.2 MI E FROM KEIGHLY.
 HF0307'1.2 MILE EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0307'FROM THE STATION SIGN AT KEIGHLY, 7 POLES EAST OF MILE POST
 HF0307'464, 51.3 FEET SOUTHWEST OF THE CENTER OF ROAD CROSSING, 46.5
 HF0307'FEET SOUTH OF THE SOUTH RAIL, 21.2 FEET WEST OF THE CENTER OF
 HF0307'THE ROAD, 1.9 FEET SOUTH OF A METAL WITNESS POST, 1.0 FEET
 HF0307'NORTHWEST OF A FENCE CORNER POST, AND PROJECTS 0.3 FEET ABOVE
 HF0307'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0402 ***********************************************************************
 HF0402  DESIGNATION -  K 335
 HF0402  PID         -  HF0402
 HF0402  STATE/COUNTY-  KS/BUTLER
 HF0402  USGS QUAD   -  AUGUSTA SE (1979)
 HF0402
 HF0402                         *CURRENT SURVEY CONTROL
 HF0402  ___________________________________________________________________
 HF0402* NAD 83(1986)-  37 31 09.     (N)    096 47 17.     (W)     SCALED    
 HF0402* NAVD 88     -       409.977  (meters)    1345.07   (feet)  ADJUSTED  
 HF0402  ___________________________________________________________________
 HF0402  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HF0402  DYNAMIC HT  -         409.644 (meters)    1343.97  (feet)  COMP
 HF0402  MODELED GRAV-     979,806.3   (mgal)                       NAVD 88
 HF0402
 HF0402  VERT ORDER  -  SECOND    CLASS 0
 HF0402
 HF0402.The horizontal coordinates were scaled from a topographic map and have
 HF0402.an estimated accuracy of +/- 6 seconds.
 HF0402
 HF0402.The orthometric height was determined by differential leveling
 HF0402.and adjusted by the National Geodetic Survey in June 1991..
 HF0402
 HF0402.The geoid height was determined by GEOID03.
 HF0402
 HF0402.The dynamic height is computed by dividing the NAVD 88
 HF0402.geopotential number by the normal gravity value computed on the
 HF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0402.degrees latitude (g = 980.6199 gals.).
 HF0402
 HF0402.The modeled gravity was interpolated from observed gravity values.
 HF0402
 HF0402;                    North         East    Units  Estimated Accuracy
 HF0402;SPC KS S     -   496,000.      551,330.      MT  (+/- 180 meters Scaled)
 HF0402
 HF0402                          SUPERSEDED SURVEY CONTROL
 HF0402
 HF0402  NGVD 29 (??/??/92)  409.817  (m)         1344.54   (f) ADJ UNCH    2 0
 HF0402
 HF0402.Superseded values are not recommended for survey control.
 HF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0402.See file dsdata.txt to determine how the superseded data were derived.
 HF0402
 HF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG954547(NAD 83)
 HF0402_MARKER: DB = BENCH MARK DISK
 HF0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0402_SP_SET: ABUTMENT
 HF0402_STAMPING: K 335 1962
 HF0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0402
 HF0402  HISTORY     - Date     Condition        Report By
 HF0402  HISTORY     - 1962     MONUMENTED       CGS
 HF0402  HISTORY     - 20060810 MARK NOT FOUND   INDIV
 HF0402
 HF0402                          STATION DESCRIPTION
 HF0402
 HF0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0402'7 MI NW FROM ATLANTA.
 HF0402'6.0 MILES NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0402'ATLANTA, THENCE 1.0 MILE WEST ALONG BLACKTOP ROAD, SET IN THE
 HF0402'TOP OF THE WEST END OF THE SOUTH ABUTMENT OF SMALL BRIDGE, 140
 HF0402'FEET EAST OF THE CENTER OF INTERSECTION OF BLACKTOP ROAD AND
 HF0402'NORTH AND SOUTH GRAVEL ROAD, 12.5 FEET SOUTH OF THE CENTER OF
 HF0402'BLACKTOP ROAD, AND ABOUT LEVEL WITH THE SURFACE OF THE ROAD.
 HF0402
 HF0402                          STATION RECOVERY (2006)
 HF0402
 HF0402'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0402'CULVERT THAT THE DISK WAS SET IN MAY HAVE BEEN REPLACED BUT CAN FIND
 HF0402'NO RECORD TO SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0616 ***********************************************************************
 HF0616  DESIGNATION -  K 336
 HF0616  PID         -  HF0616
 HF0616  STATE/COUNTY-  KS/SUMNER
 HF0616  USGS QUAD   -  OXFORD (1965)
 HF0616
 HF0616                         *CURRENT SURVEY CONTROL
 HF0616  ___________________________________________________________________
 HF0616* NAD 83(1986)-  37 16 29.     (N)    097 10 52.     (W)     SCALED    
 HF0616* NAVD 88     -       356.594  (meters)    1169.93   (feet)  ADJUSTED  
 HF0616  ___________________________________________________________________
 HF0616  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF0616  DYNAMIC HT  -         356.305 (meters)    1168.98  (feet)  COMP
 HF0616  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 HF0616
 HF0616  VERT ORDER  -  SECOND    CLASS 0
 HF0616
 HF0616.The horizontal coordinates were scaled from a topographic map and have
 HF0616.an estimated accuracy of +/- 6 seconds.
 HF0616
 HF0616.The orthometric height was determined by differential leveling
 HF0616.and adjusted by the National Geodetic Survey in June 1991..
 HF0616
 HF0616.The geoid height was determined by GEOID03.
 HF0616
 HF0616.The dynamic height is computed by dividing the NAVD 88
 HF0616.geopotential number by the normal gravity value computed on the
 HF0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0616.degrees latitude (g = 980.6199 gals.).
 HF0616
 HF0616.The modeled gravity was interpolated from observed gravity values.
 HF0616
 HF0616;                    North         East    Units  Estimated Accuracy
 HF0616;SPC KS S     -   468,310.      516,970.      MT  (+/- 180 meters Scaled)
 HF0616
 HF0616                          SUPERSEDED SURVEY CONTROL
 HF0616
 HF0616  NGVD 29 (??/??/92)  356.484  (m)         1169.56   (f) ADJ UNCH    2 0
 HF0616
 HF0616.Superseded values are not recommended for survey control.
 HF0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0616.See file dsdata.txt to determine how the superseded data were derived.
 HF0616
 HF0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG612268(NAD 83)
 HF0616_MARKER: DB = BENCH MARK DISK
 HF0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0616_SP_SET: CULVERT
 HF0616_STAMPING: K 336 1962
 HF0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0616
 HF0616  HISTORY     - Date     Condition        Report By
 HF0616  HISTORY     - 1962     MONUMENTED       CGS
 HF0616
 HF0616                          STATION DESCRIPTION
 HF0616
 HF0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0616'0.7 MI W FROM OXFORD.
 HF0616'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0616'THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY 160, SET IN THE TOP OF
 HF0616'THE EAST END OF THE SOUTH CONCRETE WINGWALL OF A LARGE BOX
 HF0616'CULVERT, 14.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 HF0616'1.0 FEET WEST OF THE EAST END OF THE CULVERT, AND ABOUT 1.0 FEET
 HF0616'BELOW THE SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0694 ***********************************************************************
 HF0694  DESIGNATION -  K 337
 HF0694  PID         -  HF0694
 HF0694  STATE/COUNTY-  KS/COWLEY
 HF0694  USGS QUAD   -  AKRON (1965)
 HF0694
 HF0694                         *CURRENT SURVEY CONTROL
 HF0694  ___________________________________________________________________
 HF0694* NAD 83(1986)-  37 21 39.     (N)    097 01 08.     (W)     SCALED    
 HF0694* NAVD 88     -       353.765  (meters)    1160.64   (feet)  ADJUSTED  
 HF0694  ___________________________________________________________________
 HF0694  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0694  DYNAMIC HT  -         353.479 (meters)    1159.71  (feet)  COMP
 HF0694  MODELED GRAV-     979,813.5   (mgal)                       NAVD 88
 HF0694
 HF0694  VERT ORDER  -  SECOND    CLASS 0
 HF0694
 HF0694.The horizontal coordinates were scaled from a topographic map and have
 HF0694.an estimated accuracy of +/- 6 seconds.
 HF0694
 HF0694.The orthometric height was determined by differential leveling
 HF0694.and adjusted by the National Geodetic Survey in June 1991..
 HF0694
 HF0694.The geoid height was determined by GEOID03.
 HF0694
 HF0694.The dynamic height is computed by dividing the NAVD 88
 HF0694.geopotential number by the normal gravity value computed on the
 HF0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0694.degrees latitude (g = 980.6199 gals.).
 HF0694
 HF0694.The modeled gravity was interpolated from observed gravity values.
 HF0694
 HF0694;                    North         East    Units  Estimated Accuracy
 HF0694;SPC KS S     -   478,080.      531,200.      MT  (+/- 180 meters Scaled)
 HF0694
 HF0694                          SUPERSEDED SURVEY CONTROL
 HF0694
 HF0694  NGVD 29 (??/??/92)  353.635  (m)         1160.22   (f) ADJ UNCH    2 0
 HF0694
 HF0694.Superseded values are not recommended for survey control.
 HF0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0694.See file dsdata.txt to determine how the superseded data were derived.
 HF0694
 HF0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG754367(NAD 83)
 HF0694_MARKER: DB = BENCH MARK DISK
 HF0694_SETTING: 0 = UNSPECIFIED SETTING
 HF0694_STAMPING: K 337 1962
 HF0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0694
 HF0694  HISTORY     - Date     Condition        Report By
 HF0694  HISTORY     - 1962     MONUMENTED       CGS
 HF0694  HISTORY     - 1974     GOOD             KSHC
 HF0694
 HF0694                          STATION DESCRIPTION
 HF0694
 HF0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0694'0.7 MI N FROM AKRON.
 HF0694'0.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0694'FROM THE STATION SIGN AT AKRON, AT A GRAVEL ROAD CROSSING, 1 1/2
 HF0694'POLES SOUTH OF MILE POST 208, 48.4 FEET EAST OF THE EAST RAIL
 HF0694'OF THE MAIN TRACK, 35.8 FEET SOUTH OF THE CENTER OF THE
 HF0694'GRAVEL ROAD, 2.4 FEET WEST OF A POWER POLE, 2.3 FEET SOUTHEAST
 HF0694'OF A METAL WITNESS POST, 2.3 FEET WEST OF A FENCE LINE, AND
 HF0694'PROJECTS 0.2 FEET ABOVE THE GROUND.
 HF0694
 HF0694                          STATION RECOVERY (1974)
 HF0694
 HF0694'RECOVERY NOTE BY KS HIGHWAY COMM 1974
 HF0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1120 ***********************************************************************
 JF1120  DESIGNATION -  K 338
 JF1120  PID         -  JF1120
 JF1120  STATE/COUNTY-  KS/SALINE
 JF1120  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1120
 JF1120                         *CURRENT SURVEY CONTROL
 JF1120  ___________________________________________________________________
 JF1120* NAD 83(1986)-  38 54 03.     (N)    097 33 16.     (W)     SCALED    
 JF1120* NAVD 88     -       395.994  (meters)    1299.19   (feet)  ADJUSTED  
 JF1120  ___________________________________________________________________
 JF1120  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1120  DYNAMIC HT  -         395.733 (meters)    1298.33  (feet)  COMP
 JF1120  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 JF1120
 JF1120  VERT ORDER  -  FIRST     CLASS II
 JF1120
 JF1120.The horizontal coordinates were scaled from a topographic map and have
 JF1120.an estimated accuracy of +/- 6 seconds.
 JF1120
 JF1120.The orthometric height was determined by differential leveling
 JF1120.and adjusted by the National Geodetic Survey in June 1991..
 JF1120
 JF1120.The geoid height was determined by GEOID03.
 JF1120
 JF1120.The dynamic height is computed by dividing the NAVD 88
 JF1120.geopotential number by the normal gravity value computed on the
 JF1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1120.degrees latitude (g = 980.6199 gals.).
 JF1120
 JF1120.The modeled gravity was interpolated from observed gravity values.
 JF1120
 JF1120;                    North         East    Units  Estimated Accuracy
 JF1120;SPC KS N     -    63,090.      438,650.      MT  (+/- 180 meters Scaled)
 JF1120
 JF1120                          SUPERSEDED SURVEY CONTROL
 JF1120
 JF1120  NGVD 29 (??/??/92)  395.899  (m)         1298.88   (f) ADJ UNCH    1 2
 JF1120
 JF1120.Superseded values are not recommended for survey control.
 JF1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1120.See file dsdata.txt to determine how the superseded data were derived.
 JF1120
 JF1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ253067(NAD 83)
 JF1120_MARKER: DB = BENCH MARK DISK
 JF1120_SETTING: 66 = SET IN ROCK OUTCROP
 JF1120_SP_SET: ROCK OUTCROP
 JF1120_STAMPING: K 338 1970
 JF1120_MARK LOGO: CGS   
 JF1120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF1120+STABILITY: POSITION/ELEVATION WELL
 JF1120
 JF1120  HISTORY     - Date     Condition        Report By
 JF1120  HISTORY     - 1970     MONUMENTED       NGS
 JF1120  HISTORY     - 1986     GOOD             NGS
 JF1120
 JF1120                          STATION DESCRIPTION
 JF1120
 JF1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1120'3.6 MI E FROM SALINA.
 JF1120'ABOUT 3.6 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF1120'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, ABOUT 0.75 MILE
 JF1120'NORTHEAST OF I-70 OVERPASS OVER A GRAVELED ROAD, ON THE OUTSIDE
 JF1120'OF A CURVE WITH TANGENTS EXTENDING EAST AND SOUTHWEST, 55 FEET
 JF1120'NORTHWEST OF THE CENTER LINE OF THE WESTBOUND LANE OF THE
 JF1120'HIGHWAY, 32.5 FEET NORTH OF THE NORTH END OF A 30-INCH PIPE
 JF1120'CULVERT UNDER THE HIGHWAY, 14.8 FEET NORTHEAST OF THE SOUTHEAST
 JF1120'END OF A 30-INCH PIPE CULVERT, SET IN THE TOP OF A THREE FOOT
 JF1120'EXPOSED PART OF ROCK WHICH PROJECTS FROM THE BASE OF A LONG HIGH
 JF1120'CUT, AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 21, T 13 S,
 JF1120'R 2 W.
 JF1120
 JF1120                          STATION RECOVERY (1986)
 JF1120
 JF1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1163 ***********************************************************************
 JF1163  DESIGNATION -  K 339
 JF1163  PID         -  JF1163
 JF1163  STATE/COUNTY-  KS/SALINE
 JF1163  USGS QUAD   -  ASSARIA (1978)
 JF1163
 JF1163                         *CURRENT SURVEY CONTROL
 JF1163  ___________________________________________________________________
 JF1163* NAD 83(1986)-  38 37 57.     (N)    097 37 18.     (W)     SCALED    
 JF1163* NAVD 88     -       398.038  (meters)    1305.90   (feet)  ADJUSTED  
 JF1163  ___________________________________________________________________
 JF1163  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF1163  DYNAMIC HT  -         397.761 (meters)    1304.99  (feet)  COMP
 JF1163  MODELED GRAV-     979,918.4   (mgal)                       NAVD 88
 JF1163
 JF1163  VERT ORDER  -  FIRST     CLASS II
 JF1163
 JF1163.The horizontal coordinates were scaled from a topographic map and have
 JF1163.an estimated accuracy of +/- 6 seconds.
 JF1163
 JF1163.The orthometric height was determined by differential leveling
 JF1163.and adjusted by the National Geodetic Survey in June 1991..
 JF1163
 JF1163.The geoid height was determined by GEOID03.
 JF1163
 JF1163.The dynamic height is computed by dividing the NAVD 88
 JF1163.geopotential number by the normal gravity value computed on the
 JF1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1163.degrees latitude (g = 980.6199 gals.).
 JF1163
 JF1163.The modeled gravity was interpolated from observed gravity values.
 JF1163
 JF1163;                    North         East    Units  Estimated Accuracy
 JF1163;SPC KS N     -    33,280.      432,940.      MT  (+/- 180 meters Scaled)
 JF1163
 JF1163                          SUPERSEDED SURVEY CONTROL
 JF1163
 JF1163  NGVD 29 (??/??/92)  397.919  (m)         1305.51   (f) ADJ UNCH    1 2
 JF1163
 JF1163.Superseded values are not recommended for survey control.
 JF1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1163.See file dsdata.txt to determine how the superseded data were derived.
 JF1163
 JF1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH199768(NAD 83)
 JF1163_MARKER: DB = BENCH MARK DISK
 JF1163_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF1163_SP_SET: BRIDGE ABUTMENT
 JF1163_STAMPING: K 339 1970
 JF1163_MARK LOGO: CGS   
 JF1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1163
 JF1163  HISTORY     - Date     Condition        Report By
 JF1163  HISTORY     - 1970     MONUMENTED       NGS
 JF1163  HISTORY     - 1986     GOOD             NGS
 JF1163
 JF1163                          STATION DESCRIPTION
 JF1163
 JF1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1163'14.8 MI S FROM SALINA.
 JF1163'ABOUT 14.75 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1163'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, ABOUT
 JF1163'0.75 MILE NORTH OF THE HIGHWAY OVERPASS FOR STATE HIGHWAY 4
 JF1163'AND THE UNION PACIFIC RAILROAD, SET IN THE TOP OF THE WEST END
 JF1163'OF THE SOUTH ABUTMENT OF THE MORE EASTERLY OF TWO HIGHWAY BRIDGES
 JF1163'OVER DRY CREEK, 19 1/2 FEET WEST OF THE CENTER LINE OF THE EAST
 JF1163'TRAFFIC LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 JF1163'SECTION 26, T16S, R3W.
 JF1163
 JF1163                          STATION RECOVERY (1986)
 JF1163
 JF1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0049 ***********************************************************************
 HH0049  DESIGNATION -  K 34
 HH0049  PID         -  HH0049
 HH0049  STATE/COUNTY-  KS/FORD
 HH0049  USGS QUAD   -  DODGE CITY (1984)
 HH0049
 HH0049                         *CURRENT SURVEY CONTROL
 HH0049  ___________________________________________________________________
 HH0049* NAD 83(1986)-  37 45 43.     (N)    100 06 19.     (W)     SCALED    
 HH0049* NAVD 88     -       768.995  (meters)    2522.94   (feet)  ADJUSTED  
 HH0049  ___________________________________________________________________
 HH0049  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 HH0049  DYNAMIC HT  -         768.330 (meters)    2520.76  (feet)  COMP
 HH0049  MODELED GRAV-     979,739.3   (mgal)                       NAVD 88
 HH0049
 HH0049  VERT ORDER  -  FIRST     CLASS II
 HH0049
 HH0049.The horizontal coordinates were scaled from a topographic map and have
 HH0049.an estimated accuracy of +/- 6 seconds.
 HH0049
 HH0049.The orthometric height was determined by differential leveling
 HH0049.and adjusted by the National Geodetic Survey in June 1991..
 HH0049.WARNING-Repeat measurements at this control monument indicate possible
 HH0049.vertical movement.
 HH0049
 HH0049.The geoid height was determined by GEOID03.
 HH0049
 HH0049.The dynamic height is computed by dividing the NAVD 88
 HH0049.geopotential number by the normal gravity value computed on the
 HH0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0049.degrees latitude (g = 980.6199 gals.).
 HH0049
 HH0049.The modeled gravity was interpolated from observed gravity values.
 HH0049
 HH0049;                    North         East    Units  Estimated Accuracy
 HH0049;SPC KS S     -   522,780.      258,570.      MT  (+/- 180 meters Scaled)
 HH0049
 HH0049                          SUPERSEDED SURVEY CONTROL
 HH0049
 HH0049  NGVD 29 (??/??/92)  768.667  (m)         2521.87   (f) ADJ UNCH    1 2
 HH0049
 HH0049.Superseded values are not recommended for survey control.
 HH0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0049.See file dsdata.txt to determine how the superseded data were derived.
 HH0049
 HH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG026799(NAD 83)
 HH0049_MARKER: DB = BENCH MARK DISK
 HH0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0049_SP_SET: CONCRETE POST
 HH0049_STAMPING: K 34 1934
 HH0049_MARK LOGO: CGS   
 HH0049_PROJECTION: PROJECTING 6 CENTIMETERS
 HH0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0049+STABILITY: SURFACE MOTION
 HH0049
 HH0049  HISTORY     - Date     Condition        Report By
 HH0049  HISTORY     - 1934     MONUMENTED       CGS
 HH0049  HISTORY     - 1965     MARK NOT FOUND   USGS
 HH0049  HISTORY     - 1986     POOR             NGS
 HH0049
 HH0049                          STATION DESCRIPTION
 HH0049
 HH0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0049'5 MI W FROM DODGE CITY.
 HH0049'ABOUT 5.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0049'RAILWAY FROM THE STATION AT DODGE CITY, FORD COUNTY, ABOUT 210
 HH0049'YARDS EAST OF THE STATION AT SEARS, 36 FEET EAST OF THE CENTER OF
 HH0049'A ROAD CROSSING, 33 FEET SOUTH OF THE SOUTH END OF CULVERT 357 B,
 HH0049'AND 45 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK.  A
 HH0049'STANDARD DISK, STAMPED K 34 1934 AND SET IN THE TOP OF A CONCRETE
 HH0049'POST.
 HH0049
 HH0049                          STATION RECOVERY (1965)
 HH0049
 HH0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HH0049'MARK NOT FOUND.
 HH0049
 HH0049                          STATION RECOVERY (1986)
 HH0049
 HH0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0049'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  7.79 KM (4.86
 HH0049'MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US HIGHWAYS 56 AND
 HH0049'283 AT DODGE CITY, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A ROAD
 HH0049'LEADING SOUTH ACROSS THE ATCHISON, TOPEKA AND SANTA FE RAILROAD TO A
 HH0049'CAMPGROUND, 0.6 KM (0.4 MI) EAST OF MILEPOST 115, 52.4 METERS (172 FT)
 HH0049'SOUTH OF THE HIGHWAY CENTERLINE, 13.8 METERS (45.5 FT) SOUTH OF THE
 HH0049'SOUTH RAIL, 11.8 METERS (39 FT) EAST OF THE CENTER OF THE ROAD AND
 HH0049'10.6 METERS (35 FT) SOUTH OF THE SOUTH END OF A IRON PIPE CULVERT
 HH0049'UNDER THE TRACKS.  NOTE--BENCH MARK IS ON THE EDGE OF A DRAINAGE DITCH
 HH0049'AND IS ERODING AWAY ON ONE SIDE AND LEANING.
 HH0049'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0946 ***********************************************************************
 JF0946  DESIGNATION -  K 340
 JF0946  PID         -  JF0946
 JF0946  STATE/COUNTY-  KS/MCPHERSON
 JF0946  USGS QUAD   -  MC PHERSON SE (1985)
 JF0946
 JF0946                         *CURRENT SURVEY CONTROL
 JF0946  ___________________________________________________________________
 JF0946* NAD 83(1986)-  38 21 22.     (N)    097 37 15.     (W)     SCALED    
 JF0946* NAVD 88     -       459.884  (meters)    1508.80   (feet)  ADJUSTED  
 JF0946  ___________________________________________________________________
 JF0946  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 JF0946  DYNAMIC HT  -         459.550 (meters)    1507.71  (feet)  COMP
 JF0946  MODELED GRAV-     979,888.5   (mgal)                       NAVD 88
 JF0946
 JF0946  VERT ORDER  -  SECOND    CLASS 0
 JF0946
 JF0946.The horizontal coordinates were scaled from a topographic map and have
 JF0946.an estimated accuracy of +/- 6 seconds.
 JF0946
 JF0946.The orthometric height was determined by differential leveling
 JF0946.and adjusted by the National Geodetic Survey in June 1991..
 JF0946
 JF0946.The geoid height was determined by GEOID03.
 JF0946
 JF0946.The dynamic height is computed by dividing the NAVD 88
 JF0946.geopotential number by the normal gravity value computed on the
 JF0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0946.degrees latitude (g = 980.6199 gals.).
 JF0946
 JF0946.The modeled gravity was interpolated from observed gravity values.
 JF0946
 JF0946;                    North         East    Units  Estimated Accuracy
 JF0946;SPC KS S     -   587,870.      476,840.      MT  (+/- 180 meters Scaled)
 JF0946
 JF0946                          SUPERSEDED SURVEY CONTROL
 JF0946
 JF0946  NGVD 29 (??/??/92)  459.718  (m)         1508.26   (f) ADJ UNCH    2 0
 JF0946
 JF0946.Superseded values are not recommended for survey control.
 JF0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0946.See file dsdata.txt to determine how the superseded data were derived.
 JF0946
 JF0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH205462(NAD 83)
 JF0946_MARKER: DB = BENCH MARK DISK
 JF0946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0946_SP_SET: CULVERT
 JF0946_STAMPING: K 340 1970
 JF0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0946
 JF0946  HISTORY     - Date     Condition        Report By
 JF0946  HISTORY     - 1970     MONUMENTED       NGS
 JF0946
 JF0946                          STATION DESCRIPTION
 JF0946
 JF0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0946'1 MI S FROM MC PHERSON.
 JF0946'ABOUT 1.0 MILE SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0946'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 0.4
 JF0946'MILE SOUTH OF HIGHWAY UNDERPASS NUMBER 16-81 FOR A ROAD, SET IN
 JF0946'THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 JF0946'2-CHANNEL, 14-FOOT, CONCRETE CULVERT WHICH PASSES UNDER BOTH
 JF0946'LANES OF THE HIGHWAY, 32 1/2 FEET WEST OF THE CENTER LINE OF THE
 JF0946'WEST TRAFFIC LANES OF THE HIGHWAY, 0.9 FOOT SOUTH OF THE NORTH
 JF0946'END OF THE HEADWALL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 JF0946'HIGHWAY.  SECTION 35, T 19S, R3W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0610 ***********************************************************************
 JF0610  DESIGNATION -  K 341
 JF0610  PID         -  JF0610
 JF0610  STATE/COUNTY-  KS/DICKINSON
 JF0610  USGS QUAD   -  SOLOMON (1979)
 JF0610
 JF0610                         *CURRENT SURVEY CONTROL
 JF0610  ___________________________________________________________________
 JF0610* NAD 83(1986)-  38 55 46.     (N)    097 17 14.     (W)     SCALED    
 JF0610* NAVD 88     -       378.715  (meters)    1242.50   (feet)  ADJUSTED  
 JF0610  ___________________________________________________________________
 JF0610  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 JF0610  DYNAMIC HT  -         378.461 (meters)    1241.67  (feet)  COMP
 JF0610  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 JF0610
 JF0610  VERT ORDER  -  FIRST     CLASS II
 JF0610
 JF0610.The horizontal coordinates were scaled from a topographic map and have
 JF0610.an estimated accuracy of +/- 6 seconds.
 JF0610
 JF0610.The orthometric height was determined by differential leveling
 JF0610.and adjusted by the National Geodetic Survey in June 1991..
 JF0610
 JF0610.The geoid height was determined by GEOID03.
 JF0610
 JF0610.The dynamic height is computed by dividing the NAVD 88
 JF0610.geopotential number by the normal gravity value computed on the
 JF0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0610.degrees latitude (g = 980.6199 gals.).
 JF0610
 JF0610.The modeled gravity was interpolated from observed gravity values.
 JF0610
 JF0610;                    North         East    Units  Estimated Accuracy
 JF0610;SPC KS N     -    66,420.      461,800.      MT  (+/- 180 meters Scaled)
 JF0610
 JF0610                          SUPERSEDED SURVEY CONTROL
 JF0610
 JF0610  NGVD 29 (??/??/92)  378.610  (m)         1242.16   (f) ADJ UNCH    1 2
 JF0610
 JF0610.Superseded values are not recommended for survey control.
 JF0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0610.See file dsdata.txt to determine how the superseded data were derived.
 JF0610
 JF0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ484103(NAD 83)
 JF0610_MARKER: DB = BENCH MARK DISK
 JF0610_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF0610_SP_SET: COPPER-CLAD STEEL ROD
 JF0610_STAMPING: K 341 1970
 JF0610_MARK LOGO: CGS   
 JF0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0610
 JF0610  HISTORY     - Date     Condition        Report By
 JF0610  HISTORY     - 1970     MONUMENTED       NGS
 JF0610  HISTORY     - 1986     GOOD             NGS
 JF0610
 JF0610                          STATION DESCRIPTION
 JF0610
 JF0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0610'4.1 MI W FROM ABILENE.
 JF0610'ABOUT 4.1 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0610'HIGHWAY OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, OR ABOUT 4.5
 JF0610'MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE COUNTY LINE ROAD
 JF0610'OVERPASS OVER I-70 AT SOLOMON, 0.7 MILE WEST OF A HIGHWAY OVERPASS
 JF0610'FOR A GRAVELED ROAD, 119 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 JF0610'EASTBOUND LANE OF THE HIGHWAY, 113 FEET SOUTHEAST OF THE EAST
 JF0610'END OF THE SOUTH HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT
 JF0610'UNDER THE HIGHWAY, 56 FEET WEST OF THE NORTH LEG OF A HIGHWAY
 JF0610'SIGN, 0.8 FOOT NORTH OF A FENCE, 0.6 FOOT NORTH OF A METAL
 JF0610'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 JF0610'IS A DISK ON TOP OF A COPPER COATED ROD FLUSH WTIH THE GROUND
 JF0610'AND PROTECTED BY A 4-INCH PLASTIC PIPE THAT PROJECTS 0.5 FOOT.
 JF0610'THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.  SECTION 14, T 13 S,
 JF0610'R 1 E.
 JF0610
 JF0610                          STATION RECOVERY (1986)
 JF0610
 JF0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0258 ***********************************************************************
 KF0258  DESIGNATION -  K 342
 KF0258  PID         -  KF0258
 KF0258  STATE/COUNTY-  KS/GEARY
 KF0258  USGS QUAD   -  OGDEN (1982)
 KF0258
 KF0258                         *CURRENT SURVEY CONTROL
 KF0258  ___________________________________________________________________
 KF0258* NAD 83(1986)-  39 03 39.     (N)    096 43 47.     (W)     SCALED    
 KF0258* NAVD 88     -       329.574  (meters)    1081.28   (feet)  ADJUSTED  
 KF0258  ___________________________________________________________________
 KF0258  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 KF0258  DYNAMIC HT  -         329.349 (meters)    1080.54  (feet)  COMP
 KF0258  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 KF0258
 KF0258  VERT ORDER  -  SECOND    CLASS 0
 KF0258
 KF0258.The horizontal coordinates were scaled from a topographic map and have
 KF0258.an estimated accuracy of +/- 6 seconds.
 KF0258
 KF0258.The orthometric height was determined by differential leveling
 KF0258.and adjusted by the National Geodetic Survey in June 1991..
 KF0258
 KF0258.The geoid height was determined by GEOID03.
 KF0258
 KF0258.The dynamic height is computed by dividing the NAVD 88
 KF0258.geopotential number by the normal gravity value computed on the
 KF0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0258.degrees latitude (g = 980.6199 gals.).
 KF0258
 KF0258.The modeled gravity was interpolated from observed gravity values.
 KF0258
 KF0258;                    North         East    Units  Estimated Accuracy
 KF0258;SPC KS N     -    81,530.      509,940.      MT  (+/- 180 meters Scaled)
 KF0258
 KF0258                          SUPERSEDED SURVEY CONTROL
 KF0258
 KF0258  NGVD 29 (??/??/92)  329.455  (m)         1080.89   (f) ADJ UNCH    2 0
 KF0258
 KF0258.Superseded values are not recommended for survey control.
 KF0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0258.See file dsdata.txt to determine how the superseded data were derived.
 KF0258
 KF0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ964259(NAD 83)
 KF0258_MARKER: DB = BENCH MARK DISK
 KF0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0258_SP_SET: BRIDGE
 KF0258_STAMPING: K 342 1970
 KF0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0258
 KF0258  HISTORY     - Date     Condition        Report By
 KF0258  HISTORY     - 1970     MONUMENTED       NGS
 KF0258
 KF0258                          STATION DESCRIPTION
 KF0258
 KF0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0258'6.6 MI E FROM JUNCTION CITY.
 KF0258'ABOUT 6.65 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0258'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0258'CITY, 15 FEET SOUTH OF THE NORTH LANES OF THE HIGHWAY, SET
 KF0258'IN TOP OF THE EAST END OF THE CONCRETE FOUNDATION FOR THE
 KF0258'SOUTH GUARDRAIL FOR THE HIGHWAY BRIDGE OVER CLARK CREEK, AND
 KF0258'ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SEC 26, T
 KF0258'11S, R 6 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0156 ***********************************************************************
 KF0156  DESIGNATION -  K 343
 KF0156  PID         -  KF0156
 KF0156  STATE/COUNTY-  KS/WABAUNSEE
 KF0156  USGS QUAD   -  WAMEGO SW (1978)
 KF0156
 KF0156                         *CURRENT SURVEY CONTROL
 KF0156  ___________________________________________________________________
 KF0156* NAD 83(1986)-  39 03 54.     (N)    096 22 58.     (W)     SCALED    
 KF0156* NAVD 88     -       412.626  (meters)    1353.76   (feet)  ADJUSTED  
 KF0156  ___________________________________________________________________
 KF0156  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 KF0156  DYNAMIC HT  -         412.347 (meters)    1352.84  (feet)  COMP
 KF0156  MODELED GRAV-     979,940.3   (mgal)                       NAVD 88
 KF0156
 KF0156  VERT ORDER  -  SECOND    CLASS 0
 KF0156
 KF0156.The horizontal coordinates were scaled from a topographic map and have
 KF0156.an estimated accuracy of +/- 6 seconds.
 KF0156
 KF0156.The orthometric height was determined by differential leveling
 KF0156.and adjusted by the National Geodetic Survey in June 1991..
 KF0156
 KF0156.The geoid height was determined by GEOID03.
 KF0156
 KF0156.The dynamic height is computed by dividing the NAVD 88
 KF0156.geopotential number by the normal gravity value computed on the
 KF0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0156.degrees latitude (g = 980.6199 gals.).
 KF0156
 KF0156.The modeled gravity was interpolated from observed gravity values.
 KF0156
 KF0156;                    North         East    Units  Estimated Accuracy
 KF0156;SPC KS N     -    82,470.      539,950.      MT  (+/- 180 meters Scaled)
 KF0156
 KF0156                          SUPERSEDED SURVEY CONTROL
 KF0156
 KF0156  NGVD 29 (??/??/92)  412.488  (m)         1353.30   (f) ADJ UNCH    2 0
 KF0156
 KF0156.Superseded values are not recommended for survey control.
 KF0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0156.See file dsdata.txt to determine how the superseded data were derived.
 KF0156
 KF0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ264272(NAD 83)
 KF0156_MARKER: DB = BENCH MARK DISK
 KF0156_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KF0156_SP_SET: UNSPECIFIED ROCK
 KF0156_STAMPING: K 343 1970
 KF0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0156
 KF0156  HISTORY     - Date     Condition        Report By
 KF0156  HISTORY     - 1970     MONUMENTED       NGS
 KF0156
 KF0156                          STATION DESCRIPTION
 KF0156
 KF0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0156'5 MI W FROM ALMA.
 KF0156'ABOUT 5.05 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0156'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.45 MILE EAST OF THE
 KF0156'WABAUNSEE-RILEY COUNTY LINE, 144 YARDS WEST OF THE SOUTHWEST
 KF0156'CORNER OF A HIGHWAY OVERPASS FOR A GRAVELED ROAD, BETWEEN THE
 KF0156'SOUTH LANES OF THE HIGHWAY AND THE EXIT RAMP TO THE GRAVELED
 KF0156'ROAD, 59 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF
 KF0156'THE HIGHWAY, SET IN THE TOP OF A 15- X 1 1/2-FOOT EXPOSED
 KF0156'PORTION OF ROCK THAT IS LEVEL WITH THE SURFACE OF THE GROUND,
 KF0156'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 26,
 KF0156'T 11S, R 9 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0172 ***********************************************************************
 KF0172  DESIGNATION -  K 344
 KF0172  PID         -  KF0172
 KF0172  STATE/COUNTY-  KS/WABAUNSEE
 KF0172  USGS QUAD   -  MC FARLAND (1978)
 KF0172
 KF0172                         *CURRENT SURVEY CONTROL
 KF0172  ___________________________________________________________________
 KF0172* NAD 83(1986)-  39 03 55.     (N)    096 13 30.     (W)     SCALED    
 KF0172* NAVD 88     -       313.416  (meters)    1028.27   (feet)  ADJUSTED  
 KF0172  ___________________________________________________________________
 KF0172  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 KF0172  DYNAMIC HT  -         313.208 (meters)    1027.58  (feet)  COMP
 KF0172  MODELED GRAV-     979,955.2   (mgal)                       NAVD 88
 KF0172
 KF0172  VERT ORDER  -  SECOND    CLASS 0
 KF0172
 KF0172.The horizontal coordinates were scaled from a topographic map and have
 KF0172.an estimated accuracy of +/- 6 seconds.
 KF0172
 KF0172.The orthometric height was determined by differential leveling
 KF0172.and adjusted by the National Geodetic Survey in June 1991..
 KF0172
 KF0172.The geoid height was determined by GEOID03.
 KF0172
 KF0172.The dynamic height is computed by dividing the NAVD 88
 KF0172.geopotential number by the normal gravity value computed on the
 KF0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0172.degrees latitude (g = 980.6199 gals.).
 KF0172
 KF0172.The modeled gravity was interpolated from observed gravity values.
 KF0172
 KF0172;                    North         East    Units  Estimated Accuracy
 KF0172;SPC KS N     -    82,760.      553,610.      MT  (+/- 180 meters Scaled)
 KF0172
 KF0172                          SUPERSEDED SURVEY CONTROL
 KF0172
 KF0172  NGVD 29 (??/??/92)  313.280  (m)         1027.82   (f) ADJ UNCH    2 0
 KF0172
 KF0172.Superseded values are not recommended for survey control.
 KF0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0172.See file dsdata.txt to determine how the superseded data were derived.
 KF0172
 KF0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ400276(NAD 83)
 KF0172_MARKER: DB = BENCH MARK DISK
 KF0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0172_SP_SET: CULVERT
 KF0172_STAMPING: K 344 1970
 KF0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0172
 KF0172  HISTORY     - Date     Condition        Report By
 KF0172  HISTORY     - 1970     MONUMENTED       NGS
 KF0172
 KF0172                          STATION DESCRIPTION
 KF0172
 KF0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0172'3.5 MI E FROM ALMA.
 KF0172'ABOUT 3.5 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0172'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 1.0 MILE WEST
 KF0172'OF SPRING CREEK ROAD OVERPASS NUMBER 10-0 OVER THE HIGHWAY, 25
 KF0172'FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY,
 KF0172'SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL
 KF0172'OF A 14-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND ABOUT
 KF0172'1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SECTION 30, T 11S,
 KF0172'R 11E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0899 ***********************************************************************
 KE0899  DESIGNATION -  K 345
 KE0899  PID         -  KE0899
 KE0899  STATE/COUNTY-  KS/SHAWNEE
 KE0899  USGS QUAD   -  SILVER LAKE (1983)
 KE0899
 KE0899                         *CURRENT SURVEY CONTROL
 KE0899  ___________________________________________________________________
 KE0899* NAD 83(1986)-  39 03 03.     (N)    095 49 24.     (W)     SCALED    
 KE0899* NAVD 88     -       315.962  (meters)    1036.62   (feet)  ADJUSTED  
 KE0899  ___________________________________________________________________
 KE0899  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 KE0899  DYNAMIC HT  -         315.758 (meters)    1035.95  (feet)  COMP
 KE0899  MODELED GRAV-     979,972.6   (mgal)                       NAVD 88
 KE0899
 KE0899  VERT ORDER  -  SECOND    CLASS 0
 KE0899
 KE0899.The horizontal coordinates were scaled from a topographic map and have
 KE0899.an estimated accuracy of +/- 6 seconds.
 KE0899
 KE0899.The orthometric height was determined by differential leveling
 KE0899.and adjusted by the National Geodetic Survey in June 1991..
 KE0899
 KE0899.The geoid height was determined by GEOID03.
 KE0899
 KE0899.The dynamic height is computed by dividing the NAVD 88
 KE0899.geopotential number by the normal gravity value computed on the
 KE0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0899.degrees latitude (g = 980.6199 gals.).
 KE0899
 KE0899.The modeled gravity was interpolated from observed gravity values.
 KE0899
 KE0899;                    North         East    Units  Estimated Accuracy
 KE0899;SPC KS N     -    81,920.      588,400.      MT  (+/- 180 meters Scaled)
 KE0899
 KE0899                          SUPERSEDED SURVEY CONTROL
 KE0899
 KE0899  NGVD 29 (??/??/92)  315.826  (m)         1036.17   (f) ADJ UNCH    2 0
 KE0899
 KE0899.Superseded values are not recommended for survey control.
 KE0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0899.See file dsdata.txt to determine how the superseded data were derived.
 KE0899
 KE0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD556262(NAD 83)
 KE0899_MARKER: DB = BENCH MARK DISK
 KE0899_SETTING: 66 = SET IN ROCK OUTCROP
 KE0899_SP_SET: ROCK LEDGE
 KE0899_STAMPING: K 345 1970
 KE0899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE0899+STABILITY: POSITION/ELEVATION WELL
 KE0899
 KE0899  HISTORY     - Date     Condition        Report By
 KE0899  HISTORY     - 1970     MONUMENTED       NGS
 KE0899
 KE0899                          STATION DESCRIPTION
 KE0899
 KE0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0899'8.4 MI W FROM TOPEKA.
 KE0899'ABOUT 8.4 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0899'OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 0.3 MILE NORTHWEST OF
 KE0899'THE HIGHWAY OVERPASS FOR STATE HIGHWAY 4, 108 FEET SOUTHEAST OF
 KE0899'THE SOUTHEAST CORNER OF THE HIGHWAY OVERPASS FOR A GRAVELED ROAD,
 KE0899'52 1/2 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE
 KE0899'HIGHWAY, SET IN THE TOP OF A ROCK LEDGE AT THE WEST END OF THE
 KE0899'FIRST CUT WEST OF STATE HIGHWAY 4, AND ABOUT 3 FEET BELOW THE
 KE0899'LEVEL OF THE HIGHWAY.  SECTION 35, T 11S, R 14E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0861 ***********************************************************************
 KE0861  DESIGNATION -  K 346
 KE0861  PID         -  KE0861
 KE0861  STATE/COUNTY-  KS/SHAWNEE
 KE0861  USGS QUAD   -  TOPEKA (1983)
 KE0861
 KE0861                         *CURRENT SURVEY CONTROL
 KE0861  ___________________________________________________________________
 KE0861* NAD 83(1986)-  39 02 17.     (N)    095 39 54.     (W)     SCALED    
 KE0861* NAVD 88     -       278.806  (meters)     914.72   (feet)  ADJUSTED  
 KE0861  ___________________________________________________________________
 KE0861  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KE0861  DYNAMIC HT  -         278.624 (meters)     914.12  (feet)  COMP
 KE0861  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 KE0861
 KE0861  VERT ORDER  -  FIRST     CLASS II
 KE0861
 KE0861.The horizontal coordinates were scaled from a topographic map and have
 KE0861.an estimated accuracy of +/- 6 seconds.
 KE0861
 KE0861.The orthometric height was determined by differential leveling
 KE0861.and adjusted by the National Geodetic Survey in June 1991..
 KE0861
 KE0861.The geoid height was determined by GEOID03.
 KE0861
 KE0861.The dynamic height is computed by dividing the NAVD 88
 KE0861.geopotential number by the normal gravity value computed on the
 KE0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0861.degrees latitude (g = 980.6199 gals.).
 KE0861
 KE0861.The modeled gravity was interpolated from observed gravity values.
 KE0861
 KE0861;                    North         East    Units  Estimated Accuracy
 KE0861;SPC KS N     -    80,840.      602,140.      MT  (+/- 180 meters Scaled)
 KE0861
 KE0861                          SUPERSEDED SURVEY CONTROL
 KE0861
 KE0861  NGVD 29 (??/??/92)  278.692  (m)          914.34   (f) ADJ UNCH    1 2
 KE0861
 KE0861.Superseded values are not recommended for survey control.
 KE0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0861.See file dsdata.txt to determine how the superseded data were derived.
 KE0861
 KE0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD693243(NAD 83)
 KE0861_MARKER: DB = BENCH MARK DISK
 KE0861_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0861_SP_SET: BRIDGE ABUTMENT
 KE0861_STAMPING: K 346 1970
 KE0861_MARK LOGO: NGS   
 KE0861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE0861+STABILITY: POSITION/ELEVATION WELL
 KE0861
 KE0861  HISTORY     - Date     Condition        Report By
 KE0861  HISTORY     - 1970     MONUMENTED       NGS
 KE0861  HISTORY     - 1986     GOOD             NGS
 KE0861
 KE0861                          STATION DESCRIPTION
 KE0861
 KE0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0861'0.7 MI E FROM TOPEKA.
 KE0861'ABOUT 0.7 MILE EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0861'HIGHWAY UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, 31 FEET SOUTH
 KE0861'OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN
 KE0861'THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 KE0861'MORE SOUTHERLY OF TWO HIGHWAY OVERPASSES FOR WASHINGTON STREET,
 KE0861'AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 5, T 12S, R 16E
 KE0861
 KE0861                          STATION RECOVERY (1986)
 KE0861
 KE0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0861'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN TOPEKA, AT
 KE0861'THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND WASHINGTON STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0753 ***********************************************************************
 JF0753  DESIGNATION -  K 347
 JF0753  PID         -  JF0753
 JF0753  STATE/COUNTY-  KS/MCPHERSON
 JF0753  USGS QUAD   -  HESSTON (1978)
 JF0753
 JF0753                         *CURRENT SURVEY CONTROL
 JF0753  ___________________________________________________________________
 JF0753* NAD 83(1986)-  38 11 36.     (N)    097 28 31.     (W)     SCALED    
 JF0753* NAVD 88     -       449.760  (meters)    1475.59   (feet)  ADJUSTED  
 JF0753  ___________________________________________________________________
 JF0753  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 JF0753  DYNAMIC HT  -         449.418 (meters)    1474.47  (feet)  COMP
 JF0753  MODELED GRAV-     979,854.2   (mgal)                       NAVD 88
 JF0753
 JF0753  VERT ORDER  -  SECOND    CLASS 0
 JF0753
 JF0753.The horizontal coordinates were scaled from a topographic map and have
 JF0753.an estimated accuracy of +/- 6 seconds.
 JF0753
 JF0753.The orthometric height was determined by differential leveling
 JF0753.and adjusted by the National Geodetic Survey in June 1991..
 JF0753
 JF0753.The geoid height was determined by GEOID03.
 JF0753
 JF0753.The dynamic height is computed by dividing the NAVD 88
 JF0753.geopotential number by the normal gravity value computed on the
 JF0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0753.degrees latitude (g = 980.6199 gals.).
 JF0753
 JF0753.The modeled gravity was interpolated from observed gravity values.
 JF0753
 JF0753;                    North         East    Units  Estimated Accuracy
 JF0753;SPC KS S     -   569,930.      489,760.      MT  (+/- 180 meters Scaled)
 JF0753
 JF0753                          SUPERSEDED SURVEY CONTROL
 JF0753
 JF0753  NGVD 29 (??/??/92)  449.598  (m)         1475.06   (f) ADJ UNCH    2 0
 JF0753
 JF0753.Superseded values are not recommended for survey control.
 JF0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0753.See file dsdata.txt to determine how the superseded data were derived.
 JF0753
 JF0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH335283(NAD 83)
 JF0753_MARKER: DB = BENCH MARK DISK
 JF0753_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF0753_SP_SET: 35 FT
 JF0753_STAMPING: K 347 1972
 JF0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0753
 JF0753  HISTORY     - Date     Condition        Report By
 JF0753  HISTORY     - 1972     MONUMENTED       NGS
 JF0753
 JF0753                          STATION DESCRIPTION
 JF0753
 JF0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0753'16 MI SE FROM MC PHERSON.
 JF0753'ABOUT 15.95 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM
 JF0753'THE HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, 111.0 FEET
 JF0753'NORTH OF THE CENTER LINE OF THE NORTH BOUND LANE OF I 35W, 1.0
 JF0753'FOOT SOUTH OF RIGHT-OF-WAY FENCE LINE, 1.0 FOOT SOUTHEAST OF A
 JF0753'METAL WITNESS POST, ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY,
 JF0753'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 JF0753'TO REFUSAL AT 35 FEET AND IS ENCASED IN A 4-INCH PLASTIC PIPE
 JF0753'FLUSH WITH THE GROUND.  SECTION 30, T 21 S, R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0532 ***********************************************************************
 HF0532  DESIGNATION -  K 348
 HF0532  PID         -  HF0532
 HF0532  STATE/COUNTY-  KS/SEDGWICK
 HF0532  USGS QUAD   -  VALLEY CENTER (1982)
 HF0532
 HF0532                         *CURRENT SURVEY CONTROL
 HF0532  ___________________________________________________________________
 HF0532* NAD 83(1986)-  37 49 30.     (N)    097 19 34.     (W)     SCALED    
 HF0532* NAVD 88     -       419.728  (meters)    1377.06   (feet)  ADJUSTED  
 HF0532  ___________________________________________________________________
 HF0532  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF0532  DYNAMIC HT  -         419.401 (meters)    1375.98  (feet)  COMP
 HF0532  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 HF0532
 HF0532  VERT ORDER  -  SECOND    CLASS 0
 HF0532
 HF0532.The horizontal coordinates were scaled from a topographic map and have
 HF0532.an estimated accuracy of +/- 6 seconds.
 HF0532
 HF0532.The orthometric height was determined by differential leveling
 HF0532.and adjusted by the National Geodetic Survey in June 1991..
 HF0532
 HF0532.The geoid height was determined by GEOID03.
 HF0532
 HF0532.The dynamic height is computed by dividing the NAVD 88
 HF0532.geopotential number by the normal gravity value computed on the
 HF0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0532.degrees latitude (g = 980.6199 gals.).
 HF0532
 HF0532.The modeled gravity was interpolated from observed gravity values.
 HF0532
 HF0532;                    North         East    Units  Estimated Accuracy
 HF0532;SPC KS S     -   529,210.      503,340.      MT  (+/- 180 meters Scaled)
 HF0532
 HF0532                          SUPERSEDED SURVEY CONTROL
 HF0532
 HF0532  NGVD 29 (??/??/92)  419.578  (m)         1376.57   (f) ADJ UNCH    2 0
 HF0532
 HF0532.Superseded values are not recommended for survey control.
 HF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0532.See file dsdata.txt to determine how the superseded data were derived.
 HF0532
 HF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG473877(NAD 83)
 HF0532_MARKER: DB = BENCH MARK DISK
 HF0532_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HF0532_SP_SET: 31 FEET
 HF0532_STAMPING: K 348 1972
 HF0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0532
 HF0532  HISTORY     - Date     Condition        Report By
 HF0532  HISTORY     - 1972     MONUMENTED       NGS
 HF0532
 HF0532                          STATION DESCRIPTION
 HF0532
 HF0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0532'4.3 MI N FROM WICHITA.
 HF0532'ABOUT 4.3 MILES ALONG INTERSTATE HIGHWAY 35 W NORTH FROM THE
 HF0532'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF
 HF0532'WICHITA, 43.0 FEET EAST OF THE CENTER LINE OF THE SOUTH BOUND
 HF0532'LANE OF THE INTERSTATE, 40.6 FEET WEST OF THE NORTH BOUND
 HF0532'LANE OF THE INTERSTATE, 8.0 FEET NORTH OF THE SOUTH CONCRETE
 HF0532'COLUMN IN THE MEDIAN FOR BRIDGE NUMBER 24.85, ABOUT 3 FEET BELOW
 HF0532'THE LEVEL OF THE SOUTH BOUND LANE OF THE INTERSTATE, A BM DISK
 HF0532'SET ON THE TOP OF A 5/8 INCH COPPER COATED ROD THAT IS DRIVEN
 HF0532'TO REFUSAL AT 31 FEET AND ENCASED IN A PLASTIC PIPE WHICH PROJECTS
 HF0532'0.4 FOOT.  SECTION 33, T 25 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0606 ***********************************************************************
 HG0606  DESIGNATION -  K 35
 HG0606  PID         -  HG0606
 HG0606  STATE/COUNTY-  KS/KIOWA
 HG0606  USGS QUAD   -  MULLINVILLE (1969)
 HG0606
 HG0606                         *CURRENT SURVEY CONTROL
 HG0606  ___________________________________________________________________
 HG0606* NAD 83(1986)-  37 35 38.     (N)    099 24 11.     (W)     SCALED    
 HG0606* NAVD 88     -       696.187  (meters)    2284.07   (feet)  ADJUSTED  
 HG0606  ___________________________________________________________________
 HG0606  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 HG0606  DYNAMIC HT  -         695.582 (meters)    2282.09  (feet)  COMP
 HG0606  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 HG0606
 HG0606  VERT ORDER  -  FIRST     CLASS II
 HG0606
 HG0606.The horizontal coordinates were scaled from a topographic map and have
 HG0606.an estimated accuracy of +/- 6 seconds.
 HG0606
 HG0606.The orthometric height was determined by differential leveling
 HG0606.and adjusted by the National Geodetic Survey in June 1991..
 HG0606
 HG0606.The geoid height was determined by GEOID03.
 HG0606
 HG0606.The dynamic height is computed by dividing the NAVD 88
 HG0606.geopotential number by the normal gravity value computed on the
 HG0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0606.degrees latitude (g = 980.6199 gals.).
 HG0606
 HG0606.The modeled gravity was interpolated from observed gravity values.
 HG0606
 HG0606;                    North         East    Units  Estimated Accuracy
 HG0606;SPC KS S     -   503,290.      320,250.      MT  (+/- 180 meters Scaled)
 HG0606
 HG0606                          SUPERSEDED SURVEY CONTROL
 HG0606
 HG0606  NGVD 29 (??/??/92)  695.875  (m)         2283.05   (f) ADJ UNCH    1 2
 HG0606
 HG0606.Superseded values are not recommended for survey control.
 HG0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0606.See file dsdata.txt to determine how the superseded data were derived.
 HG0606
 HG0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG644608(NAD 83)
 HG0606_MARKER: DB = BENCH MARK DISK
 HG0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HG0606_SP_SET: BRIDGE
 HG0606_STAMPING: K 35 1934
 HG0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0606
 HG0606  HISTORY     - Date     Condition        Report By
 HG0606  HISTORY     - 1934     MONUMENTED       CGS
 HG0606
 HG0606                          STATION DESCRIPTION
 HG0606
 HG0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0606'3.9 MI E FROM MULLINVILLE.
 HG0606'ABOUT 3.9 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0606'RAILWAY FROM THE STATION AT MULLINVILLE, KIOWA COUNTY, AT MILEAGE
 HG0606'334.7, AT BRIDGE 3347, IN THE TOP OF THE PIER AT THE EAST END,
 HG0606'2 FEET WEST OF THE FACE OF THE EAST ABUTMENT, 8 FEET SOUTH OF
 HG0606'THE CENTER LINE OF THE TRACK, AND 6 FEET LOWER THAN THE RAIL.
 HG0606'A STANDARD DISK, STAMPED K 35 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0619 ***********************************************************************
 HH0619  DESIGNATION -  K 352
 HH0619  PID         -  HH0619
 HH0619  STATE/COUNTY-  KS/GRAY
 HH0619  USGS QUAD   -  PIERCEVILLE (1967)
 HH0619
 HH0619                         *CURRENT SURVEY CONTROL
 HH0619  ___________________________________________________________________
 HH0619* NAD 83(1986)-  37 52 37.     (N)    100 39 22.     (W)     SCALED    
 HH0619* NAVD 88     -       839.762  (meters)    2755.12   (feet)  ADJUSTED  
 HH0619  ___________________________________________________________________
 HH0619  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 HH0619  DYNAMIC HT  -         839.017 (meters)    2752.67  (feet)  COMP
 HH0619  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 HH0619
 HH0619  VERT ORDER  -  FIRST     CLASS II
 HH0619
 HH0619.The horizontal coordinates were scaled from a topographic map and have
 HH0619.an estimated accuracy of +/- 6 seconds.
 HH0619
 HH0619.The orthometric height was determined by differential leveling
 HH0619.and adjusted by the National Geodetic Survey in June 1991..
 HH0619
 HH0619.The geoid height was determined by GEOID03.
 HH0619
 HH0619.The dynamic height is computed by dividing the NAVD 88
 HH0619.geopotential number by the normal gravity value computed on the
 HH0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0619.degrees latitude (g = 980.6199 gals.).
 HH0619
 HH0619.The modeled gravity was interpolated from observed gravity values.
 HH0619
 HH0619;                    North         East    Units  Estimated Accuracy
 HH0619;SPC KS S     -   536,520.      210,340.      MT  (+/- 180 meters Scaled)
 HH0619
 HH0619                          SUPERSEDED SURVEY CONTROL
 HH0619
 HH0619.No superseded survey control is available for this station.
 HH0619
 HH0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG543934(NAD 83)
 HH0619_MARKER: DB = BENCH MARK DISK
 HH0619_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HH0619+WITH SETTING: PAVEMENT
 HH0619_SP_SET: WELL PAD
 HH0619_STAMPING: K 352 1986
 HH0619_MARK LOGO: NGS   
 HH0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0619+STABILITY: POSITION/ELEVATION WELL
 HH0619
 HH0619  HISTORY     - Date     Condition        Report By
 HH0619  HISTORY     - 1986     MONUMENTED       NGS
 HH0619
 HH0619                          STATION DESCRIPTION
 HH0619
 HH0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0619'1.8 KM (1.1 MI) EAST FROM PIERCEVILLE.
 HH0619'1.84 KM (1.15 MI) EAST ALONG US HIGHWAY 50 FROM THE T JUNCTION OF THE
 HH0619'PIERCEVILLE ROAD, ON THE SOUTH EDGE OF A 4.5 FOOT IN DIAMETER WELL PAD
 HH0619'ATTACHED TO A WELL CASING 150-FOOT DEEP, AT A POWER LINE CROSSING THE
 HH0619'HIGHWAY, 76.2 METERS (25 FT) SOUTH OF THE HIGHWAY CENTERLINE, 21.9
 HH0619'METERS (72 FT) SOUTH OF THE SOUTH RAIL OF THE ATCHISON TOPEKA AND
 HH0619'SANTA FE RAILROAD, 7.6 METERS (25 FT) SOUTHWEST OF A POWER POLE WITH
 HH0619'3-TRANSFORMERS AND 2.1 METERS (7 FT) SOUTH OF A POLE WITH A METER.
 HH0619'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0635 ***********************************************************************
 HG0635  DESIGNATION -  K 353
 HG0635  PID         -  HG0635
 HG0635  STATE/COUNTY-  KS/FORD
 HG0635  USGS QUAD   -  WRIGHT (1972)
 HG0635
 HG0635                         *CURRENT SURVEY CONTROL
 HG0635  ___________________________________________________________________
 HG0635* NAD 83(1986)-  37 45 09.     (N)    099 58 41.     (W)     SCALED    
 HG0635* NAVD 88     -       775.605  (meters)    2544.63   (feet)  ADJUSTED  
 HG0635  ___________________________________________________________________
 HG0635  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 HG0635  DYNAMIC HT  -         774.929 (meters)    2542.41  (feet)  COMP
 HG0635  MODELED GRAV-     979,732.2   (mgal)                       NAVD 88
 HG0635
 HG0635  VERT ORDER  -  FIRST     CLASS II
 HG0635
 HG0635.The horizontal coordinates were scaled from a topographic map and have
 HG0635.an estimated accuracy of +/- 6 seconds.
 HG0635
 HG0635.The orthometric height was determined by differential leveling
 HG0635.and adjusted by the National Geodetic Survey in June 1991..
 HG0635
 HG0635.The geoid height was determined by GEOID03.
 HG0635
 HG0635.The dynamic height is computed by dividing the NAVD 88
 HG0635.geopotential number by the normal gravity value computed on the
 HG0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0635.degrees latitude (g = 980.6199 gals.).
 HG0635
 HG0635.The modeled gravity was interpolated from observed gravity values.
 HG0635
 HG0635;                    North         East    Units  Estimated Accuracy
 HG0635;SPC KS S     -   521,540.      269,760.      MT  (+/- 180 meters Scaled)
 HG0635
 HG0635                          SUPERSEDED SURVEY CONTROL
 HG0635
 HG0635.No superseded survey control is available for this station.
 HG0635
 HG0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG138788(NAD 83)
 HG0635_MARKER: DB = BENCH MARK DISK
 HG0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HG0635_SP_SET: BUILDING
 HG0635_STAMPING: K 353 1986
 HG0635_MARK LOGO: NGS   
 HG0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0635
 HG0635  HISTORY     - Date     Condition        Report By
 HG0635  HISTORY     - 1986     MONUMENTED       NGS
 HG0635
 HG0635                          STATION DESCRIPTION
 HG0635
 HG0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0635'3.6 KM (2.25 MI) EAST FROM DODGE CITY.
 HG0635'3.6 KM (2.25 MI) EAST ALONG US HIGHWAYS 50, 56 AND 283 FROM THEIR
 HG0635'JUNCTION AT DODGE CITY, VERTICALLY, IN THE SOUTH FACE OF AND 0.1 METER
 HG0635'(0.3 FT) EAST OF THE SOUTHWEST CORNER STATE HIGHWAY OFFICE BUILDING,
 HG0635'91.1 METERS (299 FT) NORTH OF THE HIGHWAY CENTERLINE, 69.2 METERS (227
 HG0635'FT) EAST OF THE CENTER OF A PAVED ROAD LEADING NORTH AND 4.3 METERS
 HG0635'(14.5 FT) WEST OF THE CENTER OF THE ENTRANCE.
 HG0635'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0661 ***********************************************************************
 HG0661  DESIGNATION -  K 354
 HG0661  PID         -  HG0661
 HG0661  STATE/COUNTY-  KS/FORD
 HG0661  USGS QUAD   -  BUCKLIN SE (1969)
 HG0661
 HG0661                         *CURRENT SURVEY CONTROL
 HG0661  ___________________________________________________________________
 HG0661* NAD 83(1986)-  37 33 43.     (N)    099 34 04.     (W)     SCALED    
 HG0661* NAVD 88     -       718.306  (meters)    2356.64   (feet)  ADJUSTED  
 HG0661  ___________________________________________________________________
 HG0661  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 HG0661  DYNAMIC HT  -         717.675 (meters)    2354.57  (feet)  COMP
 HG0661  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 HG0661
 HG0661  VERT ORDER  -  FIRST     CLASS II
 HG0661
 HG0661.The horizontal coordinates were scaled from a topographic map and have
 HG0661.an estimated accuracy of +/- 6 seconds.
 HG0661
 HG0661.The orthometric height was determined by differential leveling
 HG0661.and adjusted by the National Geodetic Survey in June 1991..
 HG0661
 HG0661.The geoid height was determined by GEOID03.
 HG0661
 HG0661.The dynamic height is computed by dividing the NAVD 88
 HG0661.geopotential number by the normal gravity value computed on the
 HG0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0661.degrees latitude (g = 980.6199 gals.).
 HG0661
 HG0661.The modeled gravity was interpolated from observed gravity values.
 HG0661
 HG0661;                    North         East    Units  Estimated Accuracy
 HG0661;SPC KS S     -   499,900.      305,670.      MT  (+/- 180 meters Scaled)
 HG0661
 HG0661                          SUPERSEDED SURVEY CONTROL
 HG0661
 HG0661.No superseded survey control is available for this station.
 HG0661
 HG0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG498573(NAD 83)
 HG0661_MARKER: I = METAL ROD
 HG0661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0661_SP_SET: STAINLESS STEEL ROD
 HG0661_STAMPING: K 354 1986
 HG0661_MARK LOGO: NGS   
 HG0661_PROJECTION: FLUSH
 HG0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0661_ROD/PIPE-DEPTH: 14.6 meters
 HG0661
 HG0661  HISTORY     - Date     Condition        Report By
 HG0661  HISTORY     - 1986     MONUMENTED       NGS
 HG0661
 HG0661                          STATION DESCRIPTION
 HG0661
 HG0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0661'6.1 KM (3.8 MI) NE FROM BUCKLIN.
 HG0661'6.1 KM (3.8 MI) NORTHEAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF
 HG0661'STATE HIGHWAY 34 AT BUCKLIN, IN THE WEST CORNER OF THE T JUNCTION OF A
 HG0661'FILED ENTRANCE ROAD, 1.13 KM (0.7 MI) SOUTHWEST OF THE INTERSECTION OF
 HG0661'A DIRT ROAD THAT BOUNDRIES FORD AND KIOWA COUNTIES, 0.3 KM (0.2 MI)
 HG0661'SOUTHWEST OF MILEPOST 92, 22.5 METERS (74 FT) NORTHWEST OF THE HIGHWAY
 HG0661'CENTERLINE, 9.6 METERS (31.5 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 HG0661'6.5 METERS (21.5 FT) SOUTHWEST OF THE SOUTHWEST END OF A WIRE GATE.
 HG0661'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0661'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 HG0661'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0761 ***********************************************************************
 HG0761  DESIGNATION -  K 355
 HG0761  PID         -  HG0761
 HG0761  STATE/COUNTY-  KS/HARPER
 HG0761  USGS QUAD   -  ANTHONY (1983)
 HG0761
 HG0761                         *CURRENT SURVEY CONTROL
 HG0761  ___________________________________________________________________
 HG0761* NAD 83(1986)-  37 10 51.     (N)    098 02 21.     (W)     SCALED    
 HG0761* NAVD 88     -       416.514  (meters)    1366.51   (feet)  ADJUSTED  
 HG0761  ___________________________________________________________________
 HG0761  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HG0761  DYNAMIC HT  -         416.166 (meters)    1365.37  (feet)  COMP
 HG0761  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 HG0761
 HG0761  VERT ORDER  -  FIRST     CLASS II
 HG0761
 HG0761.The horizontal coordinates were scaled from a topographic map and have
 HG0761.an estimated accuracy of +/- 6 seconds.
 HG0761
 HG0761.The orthometric height was determined by differential leveling
 HG0761.and adjusted by the National Geodetic Survey in June 1991..
 HG0761
 HG0761.The geoid height was determined by GEOID03.
 HG0761
 HG0761.The dynamic height is computed by dividing the NAVD 88
 HG0761.geopotential number by the normal gravity value computed on the
 HG0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0761.degrees latitude (g = 980.6199 gals.).
 HG0761
 HG0761.The modeled gravity was interpolated from observed gravity values.
 HG0761
 HG0761;                    North         East    Units  Estimated Accuracy
 HG0761;SPC KS S     -   457,170.      440,920.      MT  (+/- 180 meters Scaled)
 HG0761
 HG0761                          SUPERSEDED SURVEY CONTROL
 HG0761
 HG0761.No superseded survey control is available for this station.
 HG0761
 HG0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG852153(NAD 83)
 HG0761_MARKER: I = METAL ROD
 HG0761_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HG0761+WITH SETTING: INFORMATION.
 HG0761_SP_SET: SHALLOW-SET METAL ROD
 HG0761_STAMPING: K 355 1986
 HG0761_MARK LOGO: NGS   
 HG0761_PROJECTION: FLUSH
 HG0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0761+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 HG0761_ROD/PIPE-DEPTH: 1.2  meters
 HG0761
 HG0761  HISTORY     - Date     Condition        Report By
 HG0761  HISTORY     - 1986     MONUMENTED       NGS
 HG0761  HISTORY     - 20031103 GOOD             INDIV
 HG0761
 HG0761                          STATION DESCRIPTION
 HG0761
 HG0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0761'3.2 KM (2.0 MI) NORTH FROM ANTHONY.
 HG0761'3.2 KM (2.0 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 HG0761'STATE HIGHWAY 44 AT ANTHONY, AT A DIRT CROSSROAD, 16.2 METERS (53.1
 HG0761'FT) WEST OF THE HIGHWAY CENTERLINE, 12.9 METERS (42.5 FT) SOUTH OF THE
 HG0761'CENTER OF A GRADED ROAD, 2.0 METERS (6.5 FT) SOUTH OF A FENCE CORNER
 HG0761'AND 0.3 METER (1 FT) EAST OF A FENCE.  ROD SET TO ANCHORED REFUSAL.
 HG0761'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0761'THE MARK IS 0.31 METERS  NNE FROM  A WITNESS POST
 HG0761'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 HG0761
 HG0761                          STATION RECOVERY (2003)
 HG0761
 HG0761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLE)
 HG0761'LOGO CAP DAMAGED.  CONCRETE FOUNDATION MOVED BY COLLISION WITH
 HG0761'MACHINERY.  BRASS ROD APPEARED IN ORIGINAL POSITION.  SUBSEQUENT GPS
 HG0761'OBSERVATIONS CONFIRMED THAT ROD WAS AT, OR NEAR, RECORD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0685 ***********************************************************************
 HG0685  DESIGNATION -  K 357
 HG0685  PID         -  HG0685
 HG0685  STATE/COUNTY-  KS/PRATT
 HG0685  USGS QUAD   -  HAVILAND (1968)
 HG0685
 HG0685                         *CURRENT SURVEY CONTROL
 HG0685  ___________________________________________________________________
 HG0685* NAD 83(1986)-  37 37 14.     (N)    099 00 52.     (W)     SCALED    
 HG0685* NAVD 88     -       643.600  (meters)    2111.54   (feet)  ADJUSTED  
 HG0685  ___________________________________________________________________
 HG0685  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 HG0685  DYNAMIC HT  -         643.053 (meters)    2109.75  (feet)  COMP
 HG0685  MODELED GRAV-     979,758.5   (mgal)                       NAVD 88
 HG0685
 HG0685  VERT ORDER  -  FIRST     CLASS II
 HG0685
 HG0685.The horizontal coordinates were scaled from a topographic map and have
 HG0685.an estimated accuracy of +/- 6 seconds.
 HG0685
 HG0685.The orthometric height was determined by differential leveling
 HG0685.and adjusted by the National Geodetic Survey in June 1991..
 HG0685
 HG0685.The geoid height was determined by GEOID03.
 HG0685
 HG0685.The dynamic height is computed by dividing the NAVD 88
 HG0685.geopotential number by the normal gravity value computed on the
 HG0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0685.degrees latitude (g = 980.6199 gals.).
 HG0685
 HG0685.The modeled gravity was interpolated from observed gravity values.
 HG0685
 HG0685;                    North         East    Units  Estimated Accuracy
 HG0685;SPC KS S     -   505,990.      354,590.      MT  (+/- 180 meters Scaled)
 HG0685
 HG0685                          SUPERSEDED SURVEY CONTROL
 HG0685
 HG0685.No superseded survey control is available for this station.
 HG0685
 HG0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG987637(NAD 83)
 HG0685_MARKER: I = METAL ROD
 HG0685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0685_SP_SET: STAINLESS STEEL ROD
 HG0685_STAMPING: K 357 1986
 HG0685_MARK LOGO: NGS   
 HG0685_PROJECTION: FLUSH
 HG0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0685_ROD/PIPE-DEPTH: 6.1  meters
 HG0685
 HG0685  HISTORY     - Date     Condition        Report By
 HG0685  HISTORY     - 1986     MONUMENTED       NGS
 HG0685
 HG0685                          STATION DESCRIPTION
 HG0685
 HG0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0685'8.1 KM (5.05 MI) EAST FROM HAVILAND.
 HG0685'8.15 KM (5.1 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN
 HG0685'STREET AT HAVILAND, IN THE NORTHEAST CORNER OF THE JUNCTION OF A DIRT
 HG0685'ROAD WHICH BORDERS THE PRATT- KIOWA COUNTY LINE, 0.12 KM (0.7 MI) WEST
 HG0685'OF MILEPOST 123, 18.0 METERS (59 FT) NORTH OF THE HIGHWAY CENTERLINE,
 HG0685'14.8 METERS (48.5 FT) SOUTH OF THE SOUTH RAIL OF THE CHICAGO, ROCK
 HG0685'ISLAND AND PACIFIC RAILROAD, 11.9 METERS (39 FT) EAST OF THE CENTER OF
 HG0685'THE ROAD AND 2.4 METERS (8 FT) EAST OF A POWER POLE.  NOTE--ACCESS TO
 HG0685'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0685'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0685'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0439 ***********************************************************************
 JH0439  DESIGNATION -  K 358
 JH0439  PID         -  JH0439
 JH0439  STATE/COUNTY-  KS/FINNEY
 JH0439  USGS QUAD   -  TENNIS (1976)
 JH0439
 JH0439                         *CURRENT SURVEY CONTROL
 JH0439  ___________________________________________________________________
 JH0439* NAD 83(1986)-  38 14 09.     (N)    100 53 02.     (W)     SCALED    
 JH0439* NAVD 88     -       884.902  (meters)    2903.22   (feet)  ADJUSTED  
 JH0439  ___________________________________________________________________
 JH0439  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 JH0439  DYNAMIC HT  -         884.144 (meters)    2900.73  (feet)  COMP
 JH0439  MODELED GRAV-     979,742.6   (mgal)                       NAVD 88
 JH0439
 JH0439  VERT ORDER  -  FIRST     CLASS II
 JH0439
 JH0439.The horizontal coordinates were scaled from a topographic map and have
 JH0439.an estimated accuracy of +/- 6 seconds.
 JH0439
 JH0439.The orthometric height was determined by differential leveling
 JH0439.and adjusted by the National Geodetic Survey in June 1991..
 JH0439
 JH0439.The geoid height was determined by GEOID03.
 JH0439
 JH0439.The dynamic height is computed by dividing the NAVD 88
 JH0439.geopotential number by the normal gravity value computed on the
 JH0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0439.degrees latitude (g = 980.6199 gals.).
 JH0439
 JH0439.The modeled gravity was interpolated from observed gravity values.
 JH0439
 JH0439;                    North         East    Units  Estimated Accuracy
 JH0439;SPC KS S     -   576,820.      191,320.      MT  (+/- 180 meters Scaled)
 JH0439
 JH0439                          SUPERSEDED SURVEY CONTROL
 JH0439
 JH0439.No superseded survey control is available for this station.
 JH0439
 JH0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH351336(NAD 83)
 JH0439_MARKER: I = METAL ROD
 JH0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0439_SP_SET: STAINLESS STEEL ROD
 JH0439_STAMPING: K 358 1986
 JH0439_MARK LOGO: NGS   
 JH0439_PROJECTION: FLUSH
 JH0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0439_ROD/PIPE-DEPTH: 8.5  meters
 JH0439
 JH0439  HISTORY     - Date     Condition        Report By
 JH0439  HISTORY     - 1986     MONUMENTED       NGS
 JH0439
 JH0439                          STATION DESCRIPTION
 JH0439
 JH0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0439'29.0 KM (18.0 MI) NORTH FROM GARDEN CITY.
 JH0439'29.05 KM (18.15 MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0439'HIGHWAY 50 WEST AT GARDEN CITY, 3.55 KM (2.2 MI) SOUTH OF THE
 JH0439'FINNEY-SCOTT COUNTY LINE, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A
 JH0439'DIRT ROAD, NEAR MILEPOST 89, 22.7 METERS (74.5 FT) WEST OF THE HIGHWAY
 JH0439'CENTERLINE, 81.4 METERS (267 FT) NORTHWEST OF THE MILEPOST,
 JH0439'17.0 METERS (56 FT) SOUTH OF THE CENTER OF THE ROAD, 2.1 METERS (7 FT)
 JH0439'NORTH OF A POWER POLE AND 0.5 METER (1.5 FT) NORTH OF A CONCRETE RIGHT
 JH0439'OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JH0439'CAP.
 JH0439'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0439'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0711 ***********************************************************************
 HG0711  DESIGNATION -  K 359
 HG0711  PID         -  HG0711
 HG0711  STATE/COUNTY-  KS/PRATT
 HG0711  USGS QUAD   -  CAIRO (1967)
 HG0711
 HG0711                         *CURRENT SURVEY CONTROL
 HG0711  ___________________________________________________________________
 HG0711* NAD 83(1986)-  37 38 43.     (N)    098 36 41.     (W)     SCALED    
 HG0711* NAVD 88     -       549.922  (meters)    1804.20   (feet)  ADJUSTED  
 HG0711  ___________________________________________________________________
 HG0711  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 HG0711  DYNAMIC HT  -         549.460 (meters)    1802.69  (feet)  COMP
 HG0711  MODELED GRAV-     979,774.3   (mgal)                       NAVD 88
 HG0711
 HG0711  VERT ORDER  -  FIRST     CLASS II
 HG0711
 HG0711.The horizontal coordinates were scaled from a topographic map and have
 HG0711.an estimated accuracy of +/- 6 seconds.
 HG0711
 HG0711.The orthometric height was determined by differential leveling
 HG0711.and adjusted by the National Geodetic Survey in June 1991..
 HG0711
 HG0711.The geoid height was determined by GEOID03.
 HG0711
 HG0711.The dynamic height is computed by dividing the NAVD 88
 HG0711.geopotential number by the normal gravity value computed on the
 HG0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0711.degrees latitude (g = 980.6199 gals.).
 HG0711
 HG0711.The modeled gravity was interpolated from observed gravity values.
 HG0711
 HG0711;                    North         East    Units  Estimated Accuracy
 HG0711;SPC KS S     -   508,620.      390,170.      MT  (+/- 180 meters Scaled)
 HG0711
 HG0711                          SUPERSEDED SURVEY CONTROL
 HG0711
 HG0711.No superseded survey control is available for this station.
 HG0711
 HG0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG342665(NAD 83)
 HG0711_MARKER: I = METAL ROD
 HG0711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0711_SP_SET: STAINLESS STEEL ROD
 HG0711_STAMPING: K 359 1986
 HG0711_MARK LOGO: NGS   
 HG0711_PROJECTION: FLUSH
 HG0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0711_ROD/PIPE-DEPTH: 13.4 meters
 HG0711
 HG0711  HISTORY     - Date     Condition        Report By
 HG0711  HISTORY     - 1986     MONUMENTED       NGS
 HG0711
 HG0711                          STATION DESCRIPTION
 HG0711
 HG0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0711'11.1 KM (6.9 MI) EAST FROM PRATT.
 HG0711'11.17 KM (6.98 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US
 HG0711'HIGHWAY 281 AT PRATT, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A
 HG0711'DIRT ROAD, 0.26 KM (0.15 MI) EAST OF MILEPOST 145, 22.7 METERS (74.5
 HG0711'FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.7 METERS (51.5 FT) NORTH OF
 HG0711'THE NORTH END OF THE WEST HEADWALL FOR A CONCRETE PIPE CULVERT,
 HG0711'9.4 METERS (31 FT) WEST OF THE CENTER OF THE ROAD AND 0.9 METER (3 FT)
 HG0711'SOUTH OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0711'5-INCH LOGO CAP.
 HG0711'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HG0711'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0357 ***********************************************************************
 HG0357  DESIGNATION -  K 36
 HG0357  PID         -  HG0357
 HG0357  STATE/COUNTY-  KS/PRATT
 HG0357  USGS QUAD   -  CAIRO (1967)
 HG0357
 HG0357                         *CURRENT SURVEY CONTROL
 HG0357  ___________________________________________________________________
 HG0357* NAD 83(1986)-  37 39 17.     (N)    098 36 34.     (W)     SCALED    
 HG0357* NAVD 88     -       539.374  (meters)    1769.60   (feet)  ADJUSTED  
 HG0357  ___________________________________________________________________
 HG0357  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 HG0357  DYNAMIC HT  -         538.922 (meters)    1768.11  (feet)  COMP
 HG0357  MODELED GRAV-     979,775.7   (mgal)                       NAVD 88
 HG0357
 HG0357  VERT ORDER  -  FIRST     CLASS II
 HG0357
 HG0357.The horizontal coordinates were scaled from a topographic map and have
 HG0357.an estimated accuracy of +/- 6 seconds.
 HG0357
 HG0357.The orthometric height was determined by differential leveling
 HG0357.and adjusted by the National Geodetic Survey in June 1991..
 HG0357
 HG0357.The geoid height was determined by GEOID03.
 HG0357
 HG0357.The dynamic height is computed by dividing the NAVD 88
 HG0357.geopotential number by the normal gravity value computed on the
 HG0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0357.degrees latitude (g = 980.6199 gals.).
 HG0357
 HG0357.The modeled gravity was interpolated from observed gravity values.
 HG0357
 HG0357;                    North         East    Units  Estimated Accuracy
 HG0357;SPC KS S     -   509,670.      390,340.      MT  (+/- 180 meters Scaled)
 HG0357
 HG0357                          SUPERSEDED SURVEY CONTROL
 HG0357
 HG0357  NGVD 29 (??/??/92)  539.144  (m)         1768.84   (f) ADJ UNCH    1 2
 HG0357
 HG0357.Superseded values are not recommended for survey control.
 HG0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0357.See file dsdata.txt to determine how the superseded data were derived.
 HG0357
 HG0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG344675(NAD 83)
 HG0357_MARKER: DB = BENCH MARK DISK
 HG0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0357_STAMPING: K 36 1934
 HG0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0357+STABILITY: SURFACE MOTION
 HG0357
 HG0357  HISTORY     - Date     Condition        Report By
 HG0357  HISTORY     - 1934     MONUMENTED       CGS
 HG0357  HISTORY     - 1966     MARK NOT FOUND   USGS
 HG0357
 HG0357                          STATION DESCRIPTION
 HG0357
 HG0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0357'7.2 MI E FROM PRATT.
 HG0357'ABOUT 7.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0357'RAILWAY FROM THE STATION AT PRATT, PRATT COUNTY, ABOUT 65 YARDS
 HG0357'WEST OF MILEPOST 72, 23 FEET EAST OF A COUNTY-ROAD CROSSING, AND
 HG0357'46 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 HG0357'STAMPED K 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0357
 HG0357                          STATION RECOVERY (1966)
 HG0357
 HG0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HG0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0476 ***********************************************************************
 JH0476  DESIGNATION -  K 361
 JH0476  PID         -  JH0476
 JH0476  STATE/COUNTY-  KS/LOGAN
 JH0476  USGS QUAD   -  ELKADER (1974)
 JH0476
 JH0476                         *CURRENT SURVEY CONTROL
 JH0476  ___________________________________________________________________
 JH0476* NAD 83(1986)-  38 47 11.     (N)    100 51 43.     (W)     SCALED    
 JH0476* NAVD 88     -       827.209  (meters)    2713.93   (feet)  ADJUSTED  
 JH0476  ___________________________________________________________________
 JH0476  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 JH0476  DYNAMIC HT  -         826.551 (meters)    2711.78  (feet)  COMP
 JH0476  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 JH0476
 JH0476  VERT ORDER  -  FIRST     CLASS II
 JH0476
 JH0476.The horizontal coordinates were scaled from a topographic map and have
 JH0476.an estimated accuracy of +/- 6 seconds.
 JH0476
 JH0476.The orthometric height was determined by differential leveling
 JH0476.and adjusted by the National Geodetic Survey in June 1991..
 JH0476
 JH0476.The geoid height was determined by GEOID03.
 JH0476
 JH0476.The dynamic height is computed by dividing the NAVD 88
 JH0476.geopotential number by the normal gravity value computed on the
 JH0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0476.degrees latitude (g = 980.6199 gals.).
 JH0476
 JH0476.The modeled gravity was interpolated from observed gravity values.
 JH0476
 JH0476;                    North         East    Units  Estimated Accuracy
 JH0476;SPC KS N     -    54,220.      151,380.      MT  (+/- 180 meters Scaled)
 JH0476
 JH0476                          SUPERSEDED SURVEY CONTROL
 JH0476
 JH0476.No superseded survey control is available for this station.
 JH0476
 JH0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH382947(NAD 83)
 JH0476_MARKER: I = METAL ROD
 JH0476_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JH0476_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JH0476_STAMPING: K 361 1986
 JH0476_MARK LOGO: NGS   
 JH0476_PROJECTION: FLUSH
 JH0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JH0476+STABILITY: POSITION/ELEVATION WELL
 JH0476_ROD/PIPE-DEPTH: 10.9 meters
 JH0476_SLEEVE-DEPTH  : 9.1 meters
 JH0476
 JH0476  HISTORY     - Date     Condition        Report By
 JH0476  HISTORY     - 1986     MONUMENTED       NGS
 JH0476
 JH0476                          STATION DESCRIPTION
 JH0476
 JH0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0476'34.2 KM (21.25 MI) NORTH FROM SCOTT CITY.
 JH0476'34.22 KM (21.38 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0476'SCOTT CITY, IN THE NORTHEAST CORNER OF THE JUNCTION OF COUNTY ROAD
 JH0476'474, 0.37 KM (0.23 MI) NORTH OF MILEPOST 128, 14.9 METERS (49 FT) EAST
 JH0476'OF THE HIGHWAY CENTERLINE, 18.6 METERS (61 FT) NORTH OF THE CENTER OF
 JH0476'THE ROAD, 1.6 METERS (5.5 FT) NORTHWEST OF THE NORTH GATE POST OF THE
 JH0476'NORTH ONE OF TWO WIRE GATES AND 0.9 METER (3 FT) WEST OF A FENCE.
 JH0476'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0476'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0476'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0458 ***********************************************************************
 KG0458  DESIGNATION -  K 362
 KG0458  PID         -  KG0458
 KG0458  STATE/COUNTY-  KS/TREGO
 KG0458  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0458
 KG0458                         *CURRENT SURVEY CONTROL
 KG0458  ___________________________________________________________________
 KG0458* NAD 83(1986)-  39 01 45.     (N)    099 55 37.     (W)     SCALED    
 KG0458* NAVD 88     -       757.028  (meters)    2483.68   (feet)  ADJUSTED  
 KG0458  ___________________________________________________________________
 KG0458  GEOID HEIGHT-         -25.64  (meters)                     GEOID03
 KG0458  DYNAMIC HT  -         756.456 (meters)    2481.81  (feet)  COMP
 KG0458  MODELED GRAV-     979,846.7   (mgal)                       NAVD 88
 KG0458
 KG0458  VERT ORDER  -  FIRST     CLASS II
 KG0458
 KG0458.The horizontal coordinates were scaled from a topographic map and have
 KG0458.an estimated accuracy of +/- 6 seconds.
 KG0458
 KG0458.The orthometric height was determined by differential leveling
 KG0458.and adjusted by the National Geodetic Survey in June 1991..
 KG0458
 KG0458.The geoid height was determined by GEOID03.
 KG0458
 KG0458.The dynamic height is computed by dividing the NAVD 88
 KG0458.geopotential number by the normal gravity value computed on the
 KG0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0458.degrees latitude (g = 980.6199 gals.).
 KG0458
 KG0458.The modeled gravity was interpolated from observed gravity values.
 KG0458
 KG0458;                    North         East    Units  Estimated Accuracy
 KG0458;SPC KS N     -    79,020.      233,160.      MT  (+/- 180 meters Scaled)
 KG0458
 KG0458                          SUPERSEDED SURVEY CONTROL
 KG0458
 KG0458  NGVD 29 (02/14/92)  756.723  (m)         2482.68   (f) ADJUSTED    1 2
 KG0458
 KG0458.Superseded values are not recommended for survey control.
 KG0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0458.See file dsdata.txt to determine how the superseded data were derived.
 KG0458
 KG0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ197204(NAD 83)
 KG0458_MARKER: I = METAL ROD
 KG0458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0458_SP_SET: STAINLESS STEEL ROD
 KG0458_STAMPING: K 362 1986
 KG0458_MARK LOGO: NGS   
 KG0458_PROJECTION: FLUSH
 KG0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0458_ROD/PIPE-DEPTH: 10.9 meters
 KG0458
 KG0458  HISTORY     - Date     Condition        Report By
 KG0458  HISTORY     - 1986     MONUMENTED       NGS
 KG0458
 KG0458                          STATION DESCRIPTION
 KG0458
 KG0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0458'3.9 KM (2.4 MI) WEST FROM WAKEENEY.
 KG0458'3.92 KM (2.45 MI) WEST ALONG OLD US HIGHWAY 40 FROM THE JUNCTION OF
 KG0458'MAIN STREET AT WAKEENEY, IN THE NORTHEAST CORNER OF THE JUNCTION OF A
 KG0458'DIRT ROAD, 33.8 METERS (111 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.9
 KG0458'METERS (59 FT) SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD,
 KG0458'10.6 METERS (35 FT) EAST OF THE CENTER OF THE ROAD, 1.5 METERS (5 FT)
 KG0458'SOUTHWEST OF A POWER POLE AND 1.0 METER (3.5 FT) NORTH OF A POWER
 KG0458'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KG0458'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0670 ***********************************************************************
 HH0670  DESIGNATION -  K 363
 HH0670  PID         -  HH0670
 HH0670  STATE/COUNTY-  KS/KEARNY
 HH0670  USGS QUAD   -  DEERFIELD (1978)
 HH0670
 HH0670                         *CURRENT SURVEY CONTROL
 HH0670  ___________________________________________________________________
 HH0670* NAD 83(1986)-  37 58 04.     (N)    101 12 12.     (W)     SCALED    
 HH0670* NAVD 88     -       919.550  (meters)    3016.89   (feet)  ADJUSTED  
 HH0670  ___________________________________________________________________
 HH0670  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HH0670  DYNAMIC HT  -         918.714 (meters)    3014.15  (feet)  COMP
 HH0670  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 HH0670
 HH0670  VERT ORDER  -  FIRST     CLASS II
 HH0670
 HH0670.The horizontal coordinates were scaled from a topographic map and have
 HH0670.an estimated accuracy of +/- 6 seconds.
 HH0670
 HH0670.The orthometric height was determined by differential leveling
 HH0670.and adjusted by the National Geodetic Survey in June 1991..
 HH0670
 HH0670.The geoid height was determined by GEOID03.
 HH0670
 HH0670.The dynamic height is computed by dividing the NAVD 88
 HH0670.geopotential number by the normal gravity value computed on the
 HH0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0670.degrees latitude (g = 980.6199 gals.).
 HH0670
 HH0670.The modeled gravity was interpolated from observed gravity values.
 HH0670
 HH0670;                    North         East    Units  Estimated Accuracy
 HH0670;SPC KS S     -   547,850.      162,500.      MT  (+/- 180 meters Scaled)
 HH0670
 HH0670                          SUPERSEDED SURVEY CONTROL
 HH0670
 HH0670.No superseded survey control is available for this station.
 HH0670
 HH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH064045(NAD 83)
 HH0670_MARKER: I = METAL ROD
 HH0670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0670_SP_SET: STAINLESS STEEL ROD
 HH0670_STAMPING: K 363 1986
 HH0670_MARK LOGO: NGS   
 HH0670_PROJECTION: FLUSH
 HH0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0670_ROD/PIPE-DEPTH: 11.0 meters
 HH0670
 HH0670  HISTORY     - Date     Condition        Report By
 HH0670  HISTORY     - 1986     MONUMENTED       NGS
 HH0670
 HH0670                          STATION DESCRIPTION
 HH0670
 HH0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0670'5.7 KM (3.55 MI) EAST FROM LAKIN.
 HH0670'5.7 KM (3.55 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0670'ROUTE 25 IN LAKIN, AT A FIELD ROAD LEADING SOUTH TO A GAS WELL, 19.5
 HH0670'METERS (64 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 12.2 METERS (40
 HH0670'FT) NORTHEAST OF THE CENTER OF A GATE AND 0.2 METER (0.7 FT) NORTHWEST
 HH0670'OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HH0670'CAP.
 HH0670'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 HH0670'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0464 ***********************************************************************
 JH0464  DESIGNATION -  K 364
 JH0464  PID         -  JH0464
 JH0464  STATE/COUNTY-  KS/SCOTT
 JH0464  USGS QUAD   -  LAKE SCOTT SW (1978)
 JH0464
 JH0464                         *CURRENT SURVEY CONTROL
 JH0464  ___________________________________________________________________
 JH0464* NAD 83(1986)-  38 37 21.     (N)    100 54 27.     (W)     SCALED    
 JH0464* NAVD 88     -       893.622  (meters)    2931.82   (feet)  ADJUSTED  
 JH0464  ___________________________________________________________________
 JH0464  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 JH0464  DYNAMIC HT  -         892.881 (meters)    2929.39  (feet)  COMP
 JH0464  MODELED GRAV-     979,769.2   (mgal)                       NAVD 88
 JH0464
 JH0464  VERT ORDER  -  FIRST     CLASS II
 JH0464
 JH0464.The horizontal coordinates were scaled from a topographic map and have
 JH0464.an estimated accuracy of +/- 6 seconds.
 JH0464
 JH0464.The orthometric height was determined by differential leveling
 JH0464.and adjusted by the National Geodetic Survey in June 1991..
 JH0464
 JH0464.The geoid height was determined by GEOID03.
 JH0464
 JH0464.The dynamic height is computed by dividing the NAVD 88
 JH0464.geopotential number by the normal gravity value computed on the
 JH0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0464.degrees latitude (g = 980.6199 gals.).
 JH0464
 JH0464.The modeled gravity was interpolated from observed gravity values.
 JH0464
 JH0464;                    North         East    Units  Estimated Accuracy
 JH0464;SPC KS S     -   619,780.      190,360.      MT  (+/- 180 meters Scaled)
 JH0464
 JH0464                          SUPERSEDED SURVEY CONTROL
 JH0464
 JH0464.No superseded survey control is available for this station.
 JH0464
 JH0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH339766(NAD 83)
 JH0464_MARKER: I = METAL ROD
 JH0464_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JH0464_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JH0464_STAMPING: K 364 1986
 JH0464_MARK LOGO: NGS   
 JH0464_PROJECTION: FLUSH
 JH0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JH0464+STABILITY: POSITION/ELEVATION WELL
 JH0464_ROD/PIPE-DEPTH: 12.2 meters
 JH0464_SLEEVE-DEPTH  : 8.5 meters
 JH0464
 JH0464  HISTORY     - Date     Condition        Report By
 JH0464  HISTORY     - 1986     MONUMENTED       NGS
 JH0464
 JH0464                          STATION DESCRIPTION
 JH0464
 JH0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0464'15.3 KM (9.5 MI) NORTH FROM SCOTT CITY.
 JH0464'15.35 KM (9.6 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0464'SCOTT CITY, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF STATE HIGHWAY
 JH0464'95, 0.3 KM (0.2 MI) NORTH OF MILEPOST 116, 18.7 METERS (61.5 FT)
 JH0464'WEST-NORTHWEST OF THE HIGHWAY CENTERLINE, 105.0 METERS (344.5 FT)
 JH0464'SOUTH-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 95, 44.8 METERS (147
 JH0464'FT) NORTH OF THE NORTH END OF THE WEST HEADWALL FOR A 4 BY 6 FOOT BOX
 JH0464'CULVERT AND 0.3 METER (1 FT) NORTHEAST OF THE SOUTHWEST ONE OF TWO
 JH0464'WITNESS POSTS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JH0464'LOGO CAP.
 JH0464'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JH0464'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0491 ***********************************************************************
 KG0491  DESIGNATION -  K 365
 KG0491  PID         -  KG0491
 KG0491  STATE/COUNTY-  KS/GRAHAM
 KG0491  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0491
 KG0491                         *CURRENT SURVEY CONTROL
 KG0491  ___________________________________________________________________
 KG0491* NAD 83(1986)-  39 27 58.     (N)    099 50 41.     (W)     SCALED    
 KG0491* NAVD 88     -       747.587  (meters)    2452.71   (feet)  ADJUSTED  
 KG0491  ___________________________________________________________________
 KG0491  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 KG0491  DYNAMIC HT  -         747.052 (meters)    2450.95  (feet)  COMP
 KG0491  MODELED GRAV-     979,886.3   (mgal)                       NAVD 88
 KG0491
 KG0491  VERT ORDER  -  FIRST     CLASS II
 KG0491
 KG0491.The horizontal coordinates were scaled from a topographic map and have
 KG0491.an estimated accuracy of +/- 6 seconds.
 KG0491
 KG0491.The orthometric height was determined by differential leveling
 KG0491.and adjusted by the National Geodetic Survey in June 1991..
 KG0491
 KG0491.The geoid height was determined by GEOID03.
 KG0491
 KG0491.The dynamic height is computed by dividing the NAVD 88
 KG0491.geopotential number by the normal gravity value computed on the
 KG0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0491.degrees latitude (g = 980.6199 gals.).
 KG0491
 KG0491.The modeled gravity was interpolated from observed gravity values.
 KG0491
 KG0491;                    North         East    Units  Estimated Accuracy
 KG0491;SPC KS N     -   127,370.      241,270.      MT  (+/- 180 meters Scaled)
 KG0491
 KG0491                          SUPERSEDED SURVEY CONTROL
 KG0491
 KG0491  NGVD 29 (02/14/92)  747.298  (m)         2451.76   (f) ADJUSTED    1 2
 KG0491
 KG0491.Superseded values are not recommended for survey control.
 KG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0491.See file dsdata.txt to determine how the superseded data were derived.
 KG0491
 KG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ273688(NAD 83)
 KG0491_MARKER: I = METAL ROD
 KG0491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0491_SP_SET: STAINLESS STEEL ROD
 KG0491_STAMPING: K 365 1986
 KG0491_MARK LOGO: NGS   
 KG0491_PROJECTION: FLUSH
 KG0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0491_ROD/PIPE-DEPTH: 7.3  meters
 KG0491
 KG0491  HISTORY     - Date     Condition        Report By
 KG0491  HISTORY     - 1986     MONUMENTED       NGS
 KG0491
 KG0491                          STATION DESCRIPTION
 KG0491
 KG0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0491'11.2 KM (6.95 MI) NORTH FROM HILL CITY.
 KG0491'11.19 KM (6.99 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0491'HIGHWAY 24 AT HILL CITY, IN THE SOUTHEAST CORNER OF THE JUNCTION OF A
 KG0491'TRACK ROAD, 0.70 KM (0.43 MI) NORTH OF MILEPOST 178, 16.0 METERS (52.5
 KG0491'FT) EAST OF THE HIGHWAY CENTERLINE, 4.1 METERS (13.5 FT) EAST OF THE
 KG0491'SOUTH END OF A PIPE CULVERT, 3.6 METERS (12 FT) SOUTH OF THE CENTER OF
 KG0491'THE ROAD AND 0.3 METER (1 FT) WEST OF A FENCE CORNER.  NOTE--ACCESS TO
 KG0491'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KG0491'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KG0491'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1064 ***********************************************************************
 KE1064  DESIGNATION -  K 367
 KE1064  PID         -  KE1064
 KE1064  STATE/COUNTY-  KS/SHAWNEE
 KE1064  USGS QUAD   -  TOPEKA (1983)
 KE1064
 KE1064                         *CURRENT SURVEY CONTROL
 KE1064  ___________________________________________________________________
 KE1064* NAD 83(1986)-  39 04 15.     (N)    095 40 42.     (W)     SCALED    
 KE1064* NAVD 88     -       268.946  (meters)     882.37   (feet)  ADJUSTED  
 KE1064  ___________________________________________________________________
 KE1064  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE1064  DYNAMIC HT  -         268.772 (meters)     881.80  (feet)  COMP
 KE1064  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 KE1064
 KE1064  VERT ORDER  -  FIRST     CLASS II
 KE1064
 KE1064.The horizontal coordinates were scaled from a topographic map and have
 KE1064.an estimated accuracy of +/- 6 seconds.
 KE1064
 KE1064.The orthometric height was determined by differential leveling
 KE1064.and adjusted by the National Geodetic Survey in June 1991..
 KE1064
 KE1064.The geoid height was determined by GEOID03.
 KE1064
 KE1064.The dynamic height is computed by dividing the NAVD 88
 KE1064.geopotential number by the normal gravity value computed on the
 KE1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1064.degrees latitude (g = 980.6199 gals.).
 KE1064
 KE1064.The modeled gravity was interpolated from observed gravity values.
 KE1064
 KE1064;                    North         East    Units  Estimated Accuracy
 KE1064;SPC KS N     -    84,450.      600,890.      MT  (+/- 180 meters Scaled)
 KE1064
 KE1064                          SUPERSEDED SURVEY CONTROL
 KE1064
 KE1064.No superseded survey control is available for this station.
 KE1064
 KE1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD682280(NAD 83)
 KE1064_MARKER: I = METAL ROD
 KE1064_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1064_SP_SET: STAINLESS STEEL ROD
 KE1064_STAMPING: K 367 1986
 KE1064_MARK LOGO: NGS   
 KE1064_PROJECTION: RECESSED 1 CENTIMETERS
 KE1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1064_ROD/PIPE-DEPTH: 28.1 meters
 KE1064
 KE1064  HISTORY     - Date     Condition        Report By
 KE1064  HISTORY     - 1986     MONUMENTED       NGS
 KE1064
 KE1064                          STATION DESCRIPTION
 KE1064
 KE1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1064'IN TOPEKA.
 KE1064'IN TOPEKA, AT THE INTERSECTION OF NORRIS AND CLAY STREETS, 28.5 M
 KE1064'(93.5 FT) NORTH OF THE CENTER OF NORRIS STREET, 4.2 M (13.8 FT) EAST
 KE1064'OF THE CENTER OF CLAY STREET, AND 1.0 M (3.3 FT) NORTH OF A UTILITY
 KE1064'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1064'THE MARK IS 1.8 METERS  W FROM  A WITNESS POST AND FENCE
 KE1064'THE MARK IS ABOVE LEVEL WITH CLAY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1584 ***********************************************************************
 JE1584  DESIGNATION -  K 368
 JE1584  PID         -  JE1584
 JE1584  STATE/COUNTY-  KS/DOUGLAS
 JE1584  USGS QUAD   -  LAWRENCE WEST (1991)
 JE1584
 JE1584                         *CURRENT SURVEY CONTROL
 JE1584  ___________________________________________________________________
 JE1584* NAD 83(1986)-  38 58 16.     (N)    095 18 25.     (W)     SCALED    
 JE1584* NAVD 88     -       308.690  (meters)    1012.76   (feet)  ADJUSTED  
 JE1584  ___________________________________________________________________
 JE1584  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JE1584  DYNAMIC HT  -         308.489 (meters)    1012.10  (feet)  COMP
 JE1584  MODELED GRAV-     979,967.8   (mgal)                       NAVD 88
 JE1584
 JE1584  VERT ORDER  -  FIRST     CLASS II
 JE1584
 JE1584.The horizontal coordinates were scaled from a topographic map and have
 JE1584.an estimated accuracy of +/- 6 seconds.
 JE1584
 JE1584.The orthometric height was determined by differential leveling
 JE1584.and adjusted by the National Geodetic Survey in June 1991..
 JE1584
 JE1584.The geoid height was determined by GEOID03.
 JE1584
 JE1584.The dynamic height is computed by dividing the NAVD 88
 JE1584.geopotential number by the normal gravity value computed on the
 JE1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1584.degrees latitude (g = 980.6199 gals.).
 JE1584
 JE1584.The modeled gravity was interpolated from observed gravity values.
 JE1584
 JE1584;                    North         East    Units  Estimated Accuracy
 JE1584;SPC KS N     -    74,270.      633,340.      MT  (+/- 180 meters Scaled)
 JE1584
 JE1584                          SUPERSEDED SURVEY CONTROL
 JE1584
 JE1584.No superseded survey control is available for this station.
 JE1584
 JE1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD001161(NAD 83)
 JE1584_MARKER: I = METAL ROD
 JE1584_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JE1584_SP_SET: STAINLESS STEEL ROD
 JE1584_STAMPING: K 368 1986
 JE1584_MARK LOGO: NGS   
 JE1584_PROJECTION: FLUSH
 JE1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1584_ROD/PIPE-DEPTH: 3.7  meters
 JE1584
 JE1584  HISTORY     - Date     Condition        Report By
 JE1584  HISTORY     - 1986     MONUMENTED       NGS
 JE1584
 JE1584                          STATION DESCRIPTION
 JE1584
 JE1584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1584'4.1 KM (2.55 MI) WEST FROM LAWRENCE.
 JE1584'4.1 KM (2.5 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH
 JE1584'U.S. HIGHWAY 59 IN LAWRENCE, 20.4 M (66.9 FT) SOUTH OF THE CENTERLINE
 JE1584'OF THE HIGHWAY, 8.7 M (28.5 FT) EAST OF THE CENTER OF COUNTY ROAD 1050
 JE1584'E, AND 1.6 M (5.2 FT) NORTH OF A UTILITY POLE WITH THREE GUY WIRES.
 JE1584'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JE1584'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JE1584'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1293 ***********************************************************************
 JF1293  DESIGNATION -  K 369
 JF1293  PID         -  JF1293
 JF1293  STATE/COUNTY-  KS/RENO
 JF1293  USGS QUAD   -  HUTCHINSON (1978)
 JF1293
 JF1293                         *CURRENT SURVEY CONTROL
 JF1293  ___________________________________________________________________
 JF1293* NAD 83(1986)-  38 02 07.     (N)    097 56 27.     (W)     SCALED    
 JF1293* NAVD 88     -       465.839  (meters)    1528.34   (feet)  ADJUSTED  
 JF1293  ___________________________________________________________________
 JF1293  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF1293  DYNAMIC HT  -         465.478 (meters)    1527.16  (feet)  COMP
 JF1293  MODELED GRAV-     979,840.3   (mgal)                       NAVD 88
 JF1293
 JF1293  VERT ORDER  -  FIRST     CLASS II
 JF1293
 JF1293.The horizontal coordinates were scaled from a topographic map and have
 JF1293.an estimated accuracy of +/- 6 seconds.
 JF1293
 JF1293.The orthometric height was determined by differential leveling
 JF1293.and adjusted by the National Geodetic Survey in June 1991..
 JF1293
 JF1293.The geoid height was determined by GEOID03.
 JF1293
 JF1293.The dynamic height is computed by dividing the NAVD 88
 JF1293.geopotential number by the normal gravity value computed on the
 JF1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1293.degrees latitude (g = 980.6199 gals.).
 JF1293
 JF1293.The modeled gravity was interpolated from observed gravity values.
 JF1293
 JF1293;                    North         East    Units  Estimated Accuracy
 JF1293;SPC KS S     -   552,040.      449,090.      MT  (+/- 180 meters Scaled)
 JF1293
 JF1293                          SUPERSEDED SURVEY CONTROL
 JF1293
 JF1293.No superseded survey control is available for this station.
 JF1293
 JF1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH929102(NAD 83)
 JF1293_MARKER: I = METAL ROD
 JF1293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JF1293_SP_SET: STAINLESS STEEL ROD
 JF1293_STAMPING: K 369 1986
 JF1293_MARK LOGO: NGS   
 JF1293_PROJECTION: RECESSED 2 CENTIMETERS
 JF1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1293_ROD/PIPE-DEPTH: 30.5 meters
 JF1293
 JF1293  HISTORY     - Date     Condition        Report By
 JF1293  HISTORY     - 1986     MONUMENTED       NGS
 JF1293
 JF1293                          STATION DESCRIPTION
 JF1293
 JF1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1293'IN SOUTH HUTCHINSON.
 JF1293'IN HUTCHINSON, AT THE INTERSECTION OF MAIN STREET AND 6TH AVENUE, 47.4
 JF1293'M (155.5 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 JF1293'STREET, 10.0 M (32.8 FT) EAST OF THE CENTER OF A DRIVEWAY, 7.9 M (25.9
 JF1293'FT) NORTH OF THE CENTER OF THE AVENUE, AND 0.9 M (3.0 FT) SOUTH OF A
 JF1293'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JF1293'LOGO CAP.
 JF1293'THE MARK IS 0.3 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0121 ***********************************************************************
 JH0121  DESIGNATION -  K 37
 JH0121  PID         -  JH0121
 JH0121  STATE/COUNTY-  KS/SCOTT
 JH0121  USGS QUAD   -  MANNING (1974)
 JH0121
 JH0121                         *CURRENT SURVEY CONTROL
 JH0121  ___________________________________________________________________
 JH0121* NAD 83(1986)-  38 34 15.     (N)    100 41 15.     (W)     SCALED    
 JH0121* NAVD 88     -       883.985  (meters)    2900.21   (feet)  ADJUSTED  
 JH0121  ___________________________________________________________________
 JH0121  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 JH0121  DYNAMIC HT  -         883.248 (meters)    2897.79  (feet)  COMP
 JH0121  MODELED GRAV-     979,764.7   (mgal)                       NAVD 88
 JH0121
 JH0121  VERT ORDER  -  SECOND    CLASS 0
 JH0121
 JH0121.The horizontal coordinates were scaled from a topographic map and have
 JH0121.an estimated accuracy of +/- 6 seconds.
 JH0121
 JH0121.The orthometric height was determined by differential leveling
 JH0121.and adjusted by the National Geodetic Survey in June 1991..
 JH0121
 JH0121.The geoid height was determined by GEOID03.
 JH0121
 JH0121.The dynamic height is computed by dividing the NAVD 88
 JH0121.geopotential number by the normal gravity value computed on the
 JH0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0121.degrees latitude (g = 980.6199 gals.).
 JH0121
 JH0121.The modeled gravity was interpolated from observed gravity values.
 JH0121
 JH0121;                    North         East    Units  Estimated Accuracy
 JH0121;SPC KS S     -   613,580.      209,380.      MT  (+/- 180 meters Scaled)
 JH0121
 JH0121                          SUPERSEDED SURVEY CONTROL
 JH0121
 JH0121  NGVD 29 (??/??/92)  883.685  (m)         2899.22   (f) ADJ UNCH    2 0
 JH0121
 JH0121.Superseded values are not recommended for survey control.
 JH0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0121.See file dsdata.txt to determine how the superseded data were derived.
 JH0121
 JH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH529705(NAD 83)
 JH0121_MARKER: DB = BENCH MARK DISK
 JH0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0121+STABILITY: SURFACE MOTION
 JH0121
 JH0121  HISTORY     - Date     Condition        Report By
 JH0121  HISTORY     - UNK      MONUMENTED       CGS
 JH0121  HISTORY     - 1934     GOOD             NGS
 JH0121
 JH0121                          STATION DESCRIPTION
 JH0121
 JH0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0121'2.2 MI E FROM MANNING.
 JH0121'2.2 MILES EAST BY RAIL LOCATED ALONG THE R. OF W. OF THE MO.
 JH0121'P.R.R. IN S.E. CORNER SECTION 13 R31W T17S 60 FT WEST OF
 JH0121'THE SCOTT AND LANE COUNTY LINE 48 FT S.E. CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0762 ***********************************************************************
 KF0762  DESIGNATION -  K 370
 KF0762  PID         -  KF0762
 KF0762  STATE/COUNTY-  KS/GEARY
 KF0762  USGS QUAD   -  OGDEN (1982)
 KF0762
 KF0762                         *CURRENT SURVEY CONTROL
 KF0762  ___________________________________________________________________
 KF0762* NAD 83(1986)-  39 05 19.     (N)    096 42 51.     (W)     SCALED    
 KF0762* NAVD 88     -       318.435  (meters)    1044.73   (feet)  ADJUSTED  
 KF0762  ___________________________________________________________________
 KF0762  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 KF0762  DYNAMIC HT  -         318.219 (meters)    1044.02  (feet)  COMP
 KF0762  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 KF0762
 KF0762  VERT ORDER  -  FIRST     CLASS II
 KF0762
 KF0762.The horizontal coordinates were scaled from a topographic map and have
 KF0762.an estimated accuracy of +/- 6 seconds.
 KF0762
 KF0762.The orthometric height was determined by differential leveling
 KF0762.and adjusted by the National Geodetic Survey in June 1991..
 KF0762
 KF0762.The geoid height was determined by GEOID03.
 KF0762
 KF0762.The dynamic height is computed by dividing the NAVD 88
 KF0762.geopotential number by the normal gravity value computed on the
 KF0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0762.degrees latitude (g = 980.6199 gals.).
 KF0762
 KF0762.The modeled gravity was interpolated from observed gravity values.
 KF0762
 KF0762;                    North         East    Units  Estimated Accuracy
 KF0762;SPC KS N     -    84,630.      511,240.      MT  (+/- 180 meters Scaled)
 KF0762
 KF0762                          SUPERSEDED SURVEY CONTROL
 KF0762
 KF0762.No superseded survey control is available for this station.
 KF0762
 KF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ976290(NAD 83)
 KF0762_MARKER: I = METAL ROD
 KF0762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KF0762_SP_SET: STAINLESS STEEL ROD
 KF0762_STAMPING: K 370 1986
 KF0762_MARK LOGO: NGS   
 KF0762_PROJECTION: FLUSH
 KF0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0762_ROD/PIPE-DEPTH: 10.7 meters
 KF0762
 KF0762  HISTORY     - Date     Condition        Report By
 KF0762  HISTORY     - 1986     MONUMENTED       NGS
 KF0762
 KF0762                          STATION DESCRIPTION
 KF0762
 KF0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0762'14.0 KM (8.7 MI) NE FROM JUNCTION CITY.
 KF0762'9.6 KM (5.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 70 FROM ITS
 KF0762'JUNCTION WITH THE UNION PACIFIC RAILROAD IN JUNCTION CITY, THENCE 4.4
 KF0762'KM (2.75 MI) NORTHEASTERLY ALONG STATE HIGHWAY 18, 57.3 M (188.0 FT)
 KF0762'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 52.7 M (172.9 FT)
 KF0762'SOUTHEAST OF THE SOUTH CORNER OF A HIGHWAY BRIDGE SPANNING THE KANSAS
 KF0762'RIVER, AND 2.4 M (7.9 FT) SOUTHWEST OF A FENCE CORNER.  NOTE--ACCESS
 KF0762'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KF0762'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 KF0762'THE MARK IS 9.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1609 ***********************************************************************
 JE1609  DESIGNATION -  K 371
 JE1609  PID         -  JE1609
 JE1609  STATE/COUNTY-  KS/JOHNSON
 JE1609  USGS QUAD   -  DE SOTO (1991)
 JE1609
 JE1609                         *CURRENT SURVEY CONTROL
 JE1609  ___________________________________________________________________
 JE1609* NAD 83(1986)-  38 57 36.     (N)    094 57 19.     (W)     SCALED    
 JE1609* NAVD 88     -       277.931  (meters)     911.85   (feet)  ADJUSTED  
 JE1609  ___________________________________________________________________
 JE1609  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JE1609  DYNAMIC HT  -         277.750 (meters)     911.25  (feet)  COMP
 JE1609  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 JE1609
 JE1609  VERT ORDER  -  FIRST     CLASS II
 JE1609
 JE1609.The horizontal coordinates were scaled from a topographic map and have
 JE1609.an estimated accuracy of +/- 6 seconds.
 JE1609
 JE1609.The orthometric height was determined by differential leveling
 JE1609.and adjusted by the National Geodetic Survey in June 1991..
 JE1609
 JE1609.The geoid height was determined by GEOID03.
 JE1609
 JE1609.The dynamic height is computed by dividing the NAVD 88
 JE1609.geopotential number by the normal gravity value computed on the
 JE1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1609.degrees latitude (g = 980.6199 gals.).
 JE1609
 JE1609.The modeled gravity was interpolated from observed gravity values.
 JE1609
 JE1609;                    North         East    Units  Estimated Accuracy
 JE1609;SPC KS N     -    74,000.      663,840.      MT  (+/- 180 meters Scaled)
 JE1609
 JE1609                          SUPERSEDED SURVEY CONTROL
 JE1609
 JE1609.No superseded survey control is available for this station.
 JE1609
 JE1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD305141(NAD 83)
 JE1609_MARKER: DB = BENCH MARK DISK
 JE1609_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1609_SP_SET: PIER
 JE1609_STAMPING: K 371 1986
 JE1609_MARK LOGO: NGS   
 JE1609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE1609+STABILITY: POSITION/ELEVATION WELL
 JE1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1609+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE1609
 JE1609  HISTORY     - Date     Condition        Report By
 JE1609  HISTORY     - 1986     MONUMENTED       NGS
 JE1609  HISTORY     - 20051112 GOOD             GEOCAC
 JE1609
 JE1609                          STATION DESCRIPTION
 JE1609
 JE1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1609'31.1 KM (19.3 MI) WEST FROM SHAWNEE.
 JE1609'14.3 KM (8.9 MI) WESTERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 JE1609'WITH INTERSTATE HIGHWAY 35 IN SHAWNEE, THENCE 7.4 KM (4.6 MI)
 JE1609'SOUTHERLY ALONG STATE HIGHWAY 7, THENCE 9.4 KM (5.85 MI) WESTERLY
 JE1609'ALONG STATE HIGHWAY 10, 0R 3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 59
 JE1609'FROM ITS JUNCTION WITH U.S. HIGHWAY 40 IN LAWRENCE, THENCE 28.4 KM
 JE1609'(17.65 MI) EASTERLY ALONG U.S. HIGHWAY 10, SET VERTICALLY IN THE EAST
 JE1609'FACE OF THE CENTER PIER OF THE KILL CREEK ROAD OVERPASS OF THE
 JE1609'HIGHWAY, 12.7 M (41.7 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND
 JE1609'LANES OF THE HIGHWAY, AND 12.7 M (41.7 FT) NORTH OF THE CENTERLINE OF
 JE1609'THE EAST BOUND LANES OF THE HIGHWAY.
 JE1609'THE MARK IS 1.4 M ABOVE THE GROUND.
 JE1609
 JE1609                          STATION RECOVERY (2005)
 JE1609
 JE1609'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0782 ***********************************************************************
 HG0782  DESIGNATION -  K 372
 HG0782  PID         -  HG0782
 HG0782  STATE/COUNTY-  KS/KINGMAN
 HG0782  USGS QUAD   -  PENALOSA (1967)
 HG0782
 HG0782                         *CURRENT SURVEY CONTROL
 HG0782  ___________________________________________________________________
 HG0782* NAD 83(1986)-  37 38 42.     (N)    098 21 04.     (W)     SCALED    
 HG0782* NAVD 88     -       496.298  (meters)    1628.27   (feet)  ADJUSTED  
 HG0782  ___________________________________________________________________
 HG0782  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 HG0782  DYNAMIC HT  -         495.882 (meters)    1626.91  (feet)  COMP
 HG0782  MODELED GRAV-     979,778.0   (mgal)                       NAVD 88
 HG0782
 HG0782  VERT ORDER  -  FIRST     CLASS II
 HG0782
 HG0782.The horizontal coordinates were scaled from a topographic map and have
 HG0782.an estimated accuracy of +/- 6 seconds.
 HG0782
 HG0782.The orthometric height was determined by differential leveling
 HG0782.and adjusted by the National Geodetic Survey in June 1991..
 HG0782
 HG0782.The geoid height was determined by GEOID03.
 HG0782
 HG0782.The dynamic height is computed by dividing the NAVD 88
 HG0782.geopotential number by the normal gravity value computed on the
 HG0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0782.degrees latitude (g = 980.6199 gals.).
 HG0782
 HG0782.The modeled gravity was interpolated from observed gravity values.
 HG0782
 HG0782;                    North         East    Units  Estimated Accuracy
 HG0782;SPC KS S     -   508,590.      413,140.      MT  (+/- 180 meters Scaled)
 HG0782
 HG0782                          SUPERSEDED SURVEY CONTROL
 HG0782
 HG0782.No superseded survey control is available for this station.
 HG0782
 HG0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG572666(NAD 83)
 HG0782_MARKER: I = METAL ROD
 HG0782_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0782_SP_SET: STAINLESS STEEL ROD
 HG0782_STAMPING: K 372 1987
 HG0782_MARK LOGO: NGS   
 HG0782_PROJECTION: RECESSED 3 CENTIMETERS
 HG0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0782_ROD/PIPE-DEPTH: 11.9 meters
 HG0782
 HG0782  HISTORY     - Date     Condition        Report By
 HG0782  HISTORY     - 1987     MONUMENTED       NGS
 HG0782
 HG0782                          STATION DESCRIPTION
 HG0782
 HG0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 HG0782'6.8 KM (4.2 MI) EAST FROM CUNNINGHAM.
 HG0782'6.8 KM (4.2 MI) EASTERLY ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH
 HG0782'COUNTY ROAD 359 IN CUNNINGHAM, 0.1 KM (0.05 MI) WEST OF THE
 HG0782'INTERSECTION OF A DRIVEWAY LEADING SOUTH TO A FARM, 22.5 M (73.8 FT)
 HG0782'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.3 M (11.2 FT) EAST OF A
 HG0782'RAILROAD TIE FENCE CORNER POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 HG0782'THROUGH A 5-INCH LOGO CAP.
 HG0782'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 HG0782'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6458 ***********************************************************************
 AE6458  DESIGNATION -  K 375
 AE6458  PID         -  AE6458
 AE6458  STATE/COUNTY-  KS/MARION
 AE6458  USGS QUAD   -  LEHIGH (1985)
 AE6458
 AE6458                         *CURRENT SURVEY CONTROL
 AE6458  ___________________________________________________________________
 AE6458* NAD 83(1986)-  38 21 44.     (N)    097 16 15.     (W)     SCALED    
 AE6458* NAVD 88     -       457.633  (meters)    1501.42   (feet)  ADJUSTED  
 AE6458  ___________________________________________________________________
 AE6458  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AE6458  DYNAMIC HT  -         457.289 (meters)    1500.29  (feet)  COMP
 AE6458  MODELED GRAV-     979,863.1   (mgal)                       NAVD 88
 AE6458
 AE6458  VERT ORDER  -  FIRST     CLASS II
 AE6458
 AE6458.The horizontal coordinates were scaled from a topographic map and have
 AE6458.an estimated accuracy of +/- 6 seconds.
 AE6458
 AE6458.The orthometric height was determined by differential leveling
 AE6458.and adjusted by the National Geodetic Survey in July 2002..
 AE6458
 AE6458.The geoid height was determined by GEOID03.
 AE6458
 AE6458.The dynamic height is computed by dividing the NAVD 88
 AE6458.geopotential number by the normal gravity value computed on the
 AE6458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6458.degrees latitude (g = 980.6199 gals.).
 AE6458
 AE6458.The modeled gravity was interpolated from observed gravity values.
 AE6458
 AE6458;                    North         East    Units  Estimated Accuracy
 AE6458;SPC KS S     -   588,890.      507,420.      MT  (+/- 180 meters Scaled)
 AE6458
 AE6458                          SUPERSEDED SURVEY CONTROL
 AE6458
 AE6458.No superseded survey control is available for this station.
 AE6458
 AE6458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH510474(NAD 83)
 AE6458_MARKER: I = METAL ROD
 AE6458_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6458_STAMPING: K 375 1997
 AE6458_MARK LOGO: NGS   
 AE6458_PROJECTION: FLUSH
 AE6458_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6458+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6458_ROD/PIPE-DEPTH: 3.0  meters
 AE6458_SLEEVE-DEPTH  : 0.9 meters
 AE6458
 AE6458  HISTORY     - Date     Condition        Report By
 AE6458  HISTORY     - 1997     MONUMENTED       NGS
 AE6458
 AE6458                          STATION DESCRIPTION
 AE6458
 AE6458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6458'0.6 KM (0.35 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AE6458'IN LEHIGH, THENCE 1.5 KM (0.95 MI) SOUTHERLY ALONG A COUNTY ROAD,
 AE6458'THENCE 2.6 KM (1.60 MI) EASTERLY ALONG U.S.  HIGHWAY 56, 24.1 M (79.1
 AE6458'FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.4 M (37.4 FT) SOUTH OF THE
 AE6458'SOUTH END OF A CULVERT UNDER THE HIGHWAY, 2.4 M (7.9 FT) NORTH OF A
 AE6458'UTILITY POLE, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M
 AE6458'(2.0 FT) EAST OF A RIGHT-OF-WAY POST, AND 0.3 M (1.0 FT) NORTH OF A
 AE6458'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE6458'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE6458'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0272 ***********************************************************************
 JG0272  DESIGNATION -  K 38
 JG0272  PID         -  JG0272
 JG0272  STATE/COUNTY-  KS/RUSSELL
 JG0272  USGS QUAD   -  HOMER (1979)
 JG0272
 JG0272                         *CURRENT SURVEY CONTROL
 JG0272  ___________________________________________________________________
 JG0272* NAD 83(1986)-  38 46 34.     (N)    098 51 18.     (W)     SCALED    
 JG0272* NAVD 88     -       526.319  (meters)    1726.76   (feet)  ADJUSTED  
 JG0272  ___________________________________________________________________
 JG0272  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 JG0272  DYNAMIC HT  -         525.944 (meters)    1725.53  (feet)  COMP
 JG0272  MODELED GRAV-     979,898.5   (mgal)                       NAVD 88
 JG0272
 JG0272  VERT ORDER  -  SECOND    CLASS 0
 JG0272
 JG0272.The horizontal coordinates were scaled from a topographic map and have
 JG0272.an estimated accuracy of +/- 6 seconds.
 JG0272
 JG0272.The orthometric height was determined by differential leveling
 JG0272.and adjusted by the National Geodetic Survey in June 1991..
 JG0272
 JG0272.The geoid height was determined by GEOID03.
 JG0272
 JG0272.The dynamic height is computed by dividing the NAVD 88
 JG0272.geopotential number by the normal gravity value computed on the
 JG0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0272.degrees latitude (g = 980.6199 gals.).
 JG0272
 JG0272.The modeled gravity was interpolated from observed gravity values.
 JG0272
 JG0272;                    North         East    Units  Estimated Accuracy
 JG0272;SPC KS N     -    49,500.      325,700.      MT  (+/- 180 meters Scaled)
 JG0272
 JG0272                          SUPERSEDED SURVEY CONTROL
 JG0272
 JG0272  NGVD 29 (??/??/92)  526.101  (m)         1726.05   (f) ADJ UNCH    2 0
 JG0272
 JG0272.Superseded values are not recommended for survey control.
 JG0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0272.See file dsdata.txt to determine how the superseded data were derived.
 JG0272
 JG0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH125919(NAD 83)
 JG0272_MARKER: DB = BENCH MARK DISK
 JG0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0272_SP_SET: BRIDGE ABUTMENT
 JG0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0272
 JG0272  HISTORY     - Date     Condition        Report By
 JG0272  HISTORY     - UNK      MONUMENTED       CGS
 JG0272  HISTORY     - 1934     GOOD             NGS
 JG0272
 JG0272                          STATION DESCRIPTION
 JG0272
 JG0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0272'7.1 MI S FROM RUSSELL.
 JG0272'7.13 MILES SOUTH OF RUSSELL 36 FT. NORTH OF THE CENTERLINE OF
 JG0272'ROAD ENTERING HIGHWAY NO. 8 AT THE SOUTH SIDE OF SMOKY RIVER.
 JG0272'15 FT. WEST OF THE CENTERLINE OF STATE HIGHWAY 8.  IN THE WEST
 JG0272'SIDE OF THE SOUTH ABUTMENT OF THE BRIDGE OVER SMOKY RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0439 ***********************************************************************
 HF0439  DESIGNATION -  K 39
 HF0439  PID         -  HF0439
 HF0439  STATE/COUNTY-  KS/SEDGWICK
 HF0439  USGS QUAD   -  WICHITA WEST (1982)
 HF0439
 HF0439                         *CURRENT SURVEY CONTROL
 HF0439  ___________________________________________________________________
 HF0439* NAD 83(1986)-  37 39 12.     (N)    097 23 05.     (W)     SCALED    
 HF0439* NAVD 88     -       394.519  (meters)    1294.35   (feet)  ADJUSTED  
 HF0439  ___________________________________________________________________
 HF0439  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0439  DYNAMIC HT  -         394.207 (meters)    1293.33  (feet)  COMP
 HF0439  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 HF0439
 HF0439  VERT ORDER  -  SECOND    CLASS 0
 HF0439
 HF0439.The horizontal coordinates were scaled from a topographic map and have
 HF0439.an estimated accuracy of +/- 6 seconds.
 HF0439
 HF0439.The orthometric height was determined by differential leveling
 HF0439.and adjusted by the National Geodetic Survey in June 1991..
 HF0439
 HF0439.The geoid height was determined by GEOID03.
 HF0439
 HF0439.The dynamic height is computed by dividing the NAVD 88
 HF0439.geopotential number by the normal gravity value computed on the
 HF0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0439.degrees latitude (g = 980.6199 gals.).
 HF0439
 HF0439.The modeled gravity was interpolated from observed gravity values.
 HF0439
 HF0439;                    North         East    Units  Estimated Accuracy
 HF0439;SPC KS S     -   510,090.      498,410.      MT  (+/- 180 meters Scaled)
 HF0439
 HF0439                          SUPERSEDED SURVEY CONTROL
 HF0439
 HF0439  NGVD 29 (??/??/92)  394.377  (m)         1293.89   (f) ADJ UNCH    2 0
 HF0439
 HF0439.Superseded values are not recommended for survey control.
 HF0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0439.See file dsdata.txt to determine how the superseded data were derived.
 HF0439
 HF0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG424685(NAD 83)
 HF0439_MARKER: DB = BENCH MARK DISK
 HF0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0439_STAMPING: K 39 1934
 HF0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0439+STABILITY: SURFACE MOTION
 HF0439
 HF0439  HISTORY     - Date     Condition        Report By
 HF0439  HISTORY     - 1934     MONUMENTED       CGS
 HF0439  HISTORY     - 1956     GOOD             NGS
 HF0439  HISTORY     - 1972     GOOD             NGS
 HF0439
 HF0439                          STATION DESCRIPTION
 HF0439
 HF0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF0439'4.1 MI SW FROM WICHITA.
 HF0439'0.4 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF0439'STATION AT WICHITA, THENCE 1.2 MILES SOUTH ALONG MC LEAN
 HF0439'BOULEVARD, THENCE 2.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA
 HF0439'AND SANTA FE RAILROAD, 0.25 MILE NORTHEAST OF THE CROSSING OF
 HF0439'WEST STREET, AT THE CROSSING OF THE MISSOURI PACIFIC RAILROAD,
 HF0439'61 FEET EAST OF THE CENTER OF THE RAILROAD CROSSING, 56.5 FEET
 HF0439'SOUTHWEST OF A FENCE CORNER, 45 FEET SOUTHEAST OF THE SOUTHEAST
 HF0439'RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 2.6 FEET
 HF0439'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0439'PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF
 HF0439'SECTION 36, TOWNSHIP 27 SOUTH, RANGE 1 WEST.
 HF0439
 HF0439                          STATION RECOVERY (1972)
 HF0439
 HF0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0819 ***********************************************************************
 JF0819  DESIGNATION -  K 4
 JF0819  PID         -  JF0819
 JF0819  STATE/COUNTY-  KS/MCPHERSON
 JF0819  USGS QUAD   -  BUHLER (1965)
 JF0819
 JF0819                         *CURRENT SURVEY CONTROL
 JF0819  ___________________________________________________________________
 JF0819* NAD 83(1986)-  38 13 53.     (N)    097 46 38.     (W)     SCALED    
 JF0819* NAVD 88     -       463.111  (meters)    1519.39   (feet)  ADJUSTED  
 JF0819  ___________________________________________________________________
 JF0819  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF0819  DYNAMIC HT  -         462.764 (meters)    1518.25  (feet)  COMP
 JF0819  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 JF0819
 JF0819  VERT ORDER  -  FIRST     CLASS II
 JF0819
 JF0819.The horizontal coordinates were scaled from a topographic map and have
 JF0819.an estimated accuracy of +/- 6 seconds.
 JF0819
 JF0819.The orthometric height was determined by differential leveling
 JF0819.and adjusted by the National Geodetic Survey in June 1991..
 JF0819.WARNING-Repeat measurements at this control monument indicate possible
 JF0819.vertical movement.
 JF0819
 JF0819.The geoid height was determined by GEOID03.
 JF0819
 JF0819.The dynamic height is computed by dividing the NAVD 88
 JF0819.geopotential number by the normal gravity value computed on the
 JF0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0819.degrees latitude (g = 980.6199 gals.).
 JF0819
 JF0819.The modeled gravity was interpolated from observed gravity values.
 JF0819
 JF0819;                    North         East    Units  Estimated Accuracy
 JF0819;SPC KS S     -   573,910.      463,280.      MT  (+/- 180 meters Scaled)
 JF0819
 JF0819                          SUPERSEDED SURVEY CONTROL
 JF0819
 JF0819  NGVD 29 (??/??/92)  462.917  (m)         1518.75   (f) ADJ UNCH    1 2
 JF0819
 JF0819.Superseded values are not recommended for survey control.
 JF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0819.See file dsdata.txt to determine how the superseded data were derived.
 JF0819
 JF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH070321(NAD 83)
 JF0819_MARKER: Q = CHISELED SQUARE
 JF0819_SETTING: 0 = UNSPECIFIED SETTING
 JF0819_SP_SET: LIMESTONE POST
 JF0819_MARK LOGO: NONE  
 JF0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0819+STABILITY: SURFACE MOTION
 JF0819
 JF0819  HISTORY     - Date     Condition        Report By
 JF0819  HISTORY     - UNK      MONUMENTED       CGS
 JF0819  HISTORY     - 1953     GOOD             NGS
 JF0819  HISTORY     - 1986     GOOD             NGS
 JF0819
 JF0819                          STATION DESCRIPTION
 JF0819
 JF0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JF0819'AT INMAN.
 JF0819'AT INMAN, 211 FEET EAST OF THE NORTHEAST CORNER OF THE CHICAGO,
 JF0819'ROCK ISLAND AND PACIFIC RAILROAD STATION, 189 FEET SOUTH OF THE
 JF0819'CENTER LINE OF WEST CENTER STREET, 35 FEET NORTH OF THE NORTHWEST
 JF0819'CORNER OF THE OFFICE OF THE INMAN LUMBER COMPANY, 1.7 FEET EAST
 JF0819'OF THE EAST EDGE OF A SIDEWALK, 35 FEET EAST OF THE CENTER LINE
 JF0819'OF SOUTH SPRUCE STREET, THE BOTTOM OF A SQUARE HOLE IN THE TOP
 JF0819'OF A LIMESTONE POST, SURROUNDED BY THE LETTERS USBM.
 JF0819
 JF0819                          STATION RECOVERY (1986)
 JF0819
 JF0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0819'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE--211
 JF0819'FEET EAST OF THE NORTHEAST CORNER OF THE CHICAGO, ROCK ISLAND, AND
 JF0819'PACIFIC RAILROAD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0151 ***********************************************************************
 JG0151  DESIGNATION -  K 40
 JG0151  PID         -  JG0151
 JG0151  STATE/COUNTY-  KS/STAFFORD
 JG0151  USGS QUAD   -  SEWARD (1970)
 JG0151
 JG0151                         *CURRENT SURVEY CONTROL
 JG0151  ___________________________________________________________________
 JG0151* NAD 83(1986)-  38 10 26.     (N)    098 51 28.     (W)     SCALED    
 JG0151* NAVD 88     -       592.400  (meters)    1943.57   (feet)  ADJUSTED  
 JG0151  ___________________________________________________________________
 JG0151  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 JG0151  DYNAMIC HT  -         591.942 (meters)    1942.06  (feet)  COMP
 JG0151  MODELED GRAV-     979,836.5   (mgal)                       NAVD 88
 JG0151
 JG0151  VERT ORDER  -  SECOND    CLASS 0
 JG0151
 JG0151.The horizontal coordinates were scaled from a topographic map and have
 JG0151.an estimated accuracy of +/- 6 seconds.
 JG0151
 JG0151.The orthometric height was determined by differential leveling
 JG0151.and adjusted by the National Geodetic Survey in June 1991..
 JG0151
 JG0151.The geoid height was determined by GEOID03.
 JG0151
 JG0151.The dynamic height is computed by dividing the NAVD 88
 JG0151.geopotential number by the normal gravity value computed on the
 JG0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0151.degrees latitude (g = 980.6199 gals.).
 JG0151
 JG0151.The modeled gravity was interpolated from observed gravity values.
 JG0151
 JG0151;                    North         East    Units  Estimated Accuracy
 JG0151;SPC KS S     -   567,340.      368,650.      MT  (+/- 180 meters Scaled)
 JG0151
 JG0151                          SUPERSEDED SURVEY CONTROL
 JG0151
 JG0151  NGVD 29 (??/??/92)  592.244  (m)         1943.05   (f) ADJ UNCH    2 0
 JG0151
 JG0151.Superseded values are not recommended for survey control.
 JG0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0151.See file dsdata.txt to determine how the superseded data were derived.
 JG0151
 JG0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH124251(NAD 83)
 JG0151_MARKER: DB = BENCH MARK DISK
 JG0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0151+STABILITY: SURFACE MOTION
 JG0151
 JG0151  HISTORY     - Date     Condition        Report By
 JG0151  HISTORY     - UNK      MONUMENTED       CGS
 JG0151  HISTORY     - 1934     GOOD             NGS
 JG0151
 JG0151                          STATION DESCRIPTION
 JG0151
 JG0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0151'12.7 MI E FROM LARNED.
 JG0151'12.7 MILES EAST OF LARNED, SET ON RIGHT OF WAY OF MISSOURI
 JG0151'PACIFIC R.R., AT CROSSING OF R.R. AND HIGHWAY NO. 19.  36 FT.
 JG0151'SOUTH OF CENTER LINE OF TRACK.  52 FT. SOUTH WEST OF CENTER LINE
 JG0151'OF INTERSECTION OF R.R. AND HIGHWAY NO. 19.  34 FT. WEST OF
 JG0151'CENTER LINE OF COUNTY ROAD RUNNING N. AND S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0010 ***********************************************************************
 HF0010  DESIGNATION -  K 42
 HF0010  PID         -  HF0010
 HF0010  STATE/COUNTY-  KS/GREENWOOD
 HF0010  USGS QUAD   -  SEVERY SOUTH (1975)
 HF0010
 HF0010                         *CURRENT SURVEY CONTROL
 HF0010  ___________________________________________________________________
 HF0010* NAD 83(1986)-  37 37 24.     (N)    096 13 30.     (W)     SCALED    
 HF0010* NAVD 88     -       337.625  (meters)    1107.69   (feet)  ADJUSTED  
 HF0010  ___________________________________________________________________
 HF0010  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 HF0010  DYNAMIC HT  -         337.355 (meters)    1106.81  (feet)  COMP
 HF0010  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 HF0010
 HF0010  VERT ORDER  -  SECOND    CLASS 0
 HF0010
 HF0010.The horizontal coordinates were scaled from a topographic map and have
 HF0010.an estimated accuracy of +/- 6 seconds.
 HF0010
 HF0010.The orthometric height was determined by differential leveling
 HF0010.and adjusted by the National Geodetic Survey in June 1991..
 HF0010
 HF0010.The geoid height was determined by GEOID03.
 HF0010
 HF0010.The dynamic height is computed by dividing the NAVD 88
 HF0010.geopotential number by the normal gravity value computed on the
 HF0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0010.degrees latitude (g = 980.6199 gals.).
 HF0010
 HF0010.The modeled gravity was interpolated from observed gravity values.
 HF0010
 HF0010;                    North         East    Units  Estimated Accuracy
 HF0010;SPC KS S     -   508,630.      600,810.      MT  (+/- 180 meters Scaled)
 HF0010
 HF0010                          SUPERSEDED SURVEY CONTROL
 HF0010
 HF0010  NGVD 29 (??/??/92)  337.466  (m)         1107.17   (f) ADJ UNCH    2 0
 HF0010
 HF0010.Superseded values are not recommended for survey control.
 HF0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0010.See file dsdata.txt to determine how the superseded data were derived.
 HF0010
 HF0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG449676(NAD 83)
 HF0010_MARKER: DB = BENCH MARK DISK
 HF0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0010_SP_SET: CULVERT
 HF0010_STAMPING: K 42 1934
 HF0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0010
 HF0010  HISTORY     - Date     Condition        Report By
 HF0010  HISTORY     - 1934     MONUMENTED       CGS
 HF0010  HISTORY     - 1935     GOOD             NGS
 HF0010  HISTORY     - 1976     GOOD             NGS
 HF0010  HISTORY     - 1976     GOOD             NGS
 HF0010  HISTORY     - 19910129 GOOD             USPSQD
 HF0010
 HF0010                          STATION DESCRIPTION
 HF0010
 HF0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0010'AT SEVERY.
 HF0010'AT SEVERY, GREENWOOD COUNTY, 32.0 FEET NORTHWEST OF THE NORTHWEST
 HF0010'CORNER OF THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 70.0 FEET
 HF0010'WEST OF THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE
 HF0010'RAILWAY, AT A CULVERT, IN THE TOP OF THE NORTH HEADWALL, AND 8.5
 HF0010'FEET NORTH OF THE CENTERLINE OF THE ST. LOUIS-SAN FRANCISCO
 HF0010'RAILWAY MAIN TRACK.  A STANDARD DISK, STAMPED K 42 1934.
 HF0010
 HF0010                          STATION RECOVERY (1976)
 HF0010
 HF0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0010'RECOVERED IN GOOD CONDITION.
 HF0010
 HF0010                          STATION RECOVERY (1976)
 HF0010
 HF0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0010'RECOVERED IN GOOD CONDITION.
 HF0010
 HF0010                          STATION RECOVERY (1991)
 HF0010
 HF0010'RECOVERY NOTE BY US POWER SQUADRON 1991 (RW)
 HF0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0262 ***********************************************************************
 HF0262  DESIGNATION -  K 43
 HF0262  PID         -  HF0262
 HF0262  STATE/COUNTY-  KS/COWLEY
 HF0262  USGS QUAD   -  CAMBRIDGE NW (1983)
 HF0262
 HF0262                         *CURRENT SURVEY CONTROL
 HF0262  ___________________________________________________________________
 HF0262* NAD 83(1986)-  37 27 28.     (N)    096 44 06.     (W)     SCALED    
 HF0262* NAVD 88     -       445.927  (meters)    1463.01   (feet)  ADJUSTED  
 HF0262  ___________________________________________________________________
 HF0262  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HF0262  DYNAMIC HT  -         445.563 (meters)    1461.82  (feet)  COMP
 HF0262  MODELED GRAV-     979,800.7   (mgal)                       NAVD 88
 HF0262
 HF0262  VERT ORDER  -  SECOND    CLASS 0
 HF0262
 HF0262.The horizontal coordinates were scaled from a topographic map and have
 HF0262.an estimated accuracy of +/- 6 seconds.
 HF0262
 HF0262.The orthometric height was determined by differential leveling
 HF0262.and adjusted by the National Geodetic Survey in June 1991..
 HF0262
 HF0262.The geoid height was determined by GEOID03.
 HF0262
 HF0262.The dynamic height is computed by dividing the NAVD 88
 HF0262.geopotential number by the normal gravity value computed on the
 HF0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0262.degrees latitude (g = 980.6199 gals.).
 HF0262
 HF0262.The modeled gravity was interpolated from observed gravity values.
 HF0262
 HF0262;                    North         East    Units  Estimated Accuracy
 HF0262;SPC KS S     -   489,280.      556,140.      MT  (+/- 180 meters Scaled)
 HF0262
 HF0262                          SUPERSEDED SURVEY CONTROL
 HF0262
 HF0262  NGVD 29 (??/??/92)  445.758  (m)         1462.46   (f) ADJ UNCH    2 0
 HF0262
 HF0262.Superseded values are not recommended for survey control.
 HF0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0262.See file dsdata.txt to determine how the superseded data were derived.
 HF0262
 HF0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG003480(NAD 83)
 HF0262_MARKER: DB = BENCH MARK DISK
 HF0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0262_STAMPING: K 43 1934
 HF0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0262+STABILITY: SURFACE MOTION
 HF0262
 HF0262  HISTORY     - Date     Condition        Report By
 HF0262  HISTORY     - 1934     MONUMENTED       CGS
 HF0262  HISTORY     - 1967     GOOD             NGS
 HF0262
 HF0262                          STATION DESCRIPTION
 HF0262
 HF0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0262'2.2 MI NE FROM ATLANTA.
 HF0262'2.2 MILES NORTHEAST ALONG THE ST LOUIS-SAN FRANCISCO RAILWAY
 HF0262'FROM ATLANTA, COWLEY COUNTY, AT MILEAGE 478.51, AT A ROAD CROSSING,
 HF0262'50 FEET WEST OF THE CENTER LINE OF THE ROAD, 33 FEET SOUTHEAST
 HF0262'OF THE CENTER LINE OF THE TRACK, AND 24 FEET WEST OF A FENCE
 HF0262'CORNER.  A STANDARD DISK, STAMPED K 43 1934 AND SET IN THE TOP
 HF0262'OF A CONCRETE POST.
 HF0262
 HF0262                          STATION RECOVERY (1967)
 HF0262
 HF0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HF0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0923 ***********************************************************************
 JE0923  DESIGNATION -  K 44
 JE0923  PID         -  JE0923
 JE0923  STATE/COUNTY-  KS/FRANKLIN
 JE0923  USGS QUAD   -  LE LOUP (1973)
 JE0923
 JE0923                         *CURRENT SURVEY CONTROL
 JE0923  ___________________________________________________________________
 JE0923* NAD 83(1986)-  38 42 33.     (N)    095 14 49.     (W)     SCALED    
 JE0923* NAVD 88     -       289.059  (meters)     948.35   (feet)  ADJUSTED  
 JE0923  ___________________________________________________________________
 JE0923  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0923  DYNAMIC HT  -         288.863 (meters)     947.71  (feet)  COMP
 JE0923  MODELED GRAV-     979,942.6   (mgal)                       NAVD 88
 JE0923
 JE0923  VERT ORDER  -  SECOND    CLASS 0
 JE0923
 JE0923.The horizontal coordinates were scaled from a topographic map and have
 JE0923.an estimated accuracy of +/- 6 seconds.
 JE0923
 JE0923.The orthometric height was determined by differential leveling
 JE0923.and adjusted by the National Geodetic Survey in June 1991..
 JE0923
 JE0923.The geoid height was determined by GEOID03.
 JE0923
 JE0923.The dynamic height is computed by dividing the NAVD 88
 JE0923.geopotential number by the normal gravity value computed on the
 JE0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0923.degrees latitude (g = 980.6199 gals.).
 JE0923
 JE0923.The modeled gravity was interpolated from observed gravity values.
 JE0923
 JE0923;                    North         East    Units  Estimated Accuracy
 JE0923;SPC KS S     -   631,630.      682,900.      MT  (+/- 180 meters Scaled)
 JE0923
 JE0923                          SUPERSEDED SURVEY CONTROL
 JE0923
 JE0923  NGVD 29 (??/??/92)  288.946  (m)          947.98   (f) ADJ UNCH    2 0
 JE0923
 JE0923.Superseded values are not recommended for survey control.
 JE0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0923.See file dsdata.txt to determine how the superseded data were derived.
 JE0923
 JE0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC046869(NAD 83)
 JE0923_MARKER: DB = BENCH MARK DISK
 JE0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0923_STAMPING: K 44 1934
 JE0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0923+STABILITY: SURFACE MOTION
 JE0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0923+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 JE0923
 JE0923  HISTORY     - Date     Condition        Report By
 JE0923  HISTORY     - 1934     MONUMENTED       CGS
 JE0923  HISTORY     - 1950     GOOD             NGS
 JE0923  HISTORY     - 20050922 GOOD             GEOCAC
 JE0923
 JE0923                          STATION DESCRIPTION
 JE0923
 JE0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0923'5.2 MI S FROM BALDWIN.
 JE0923'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT THE FORMER
 JE0923'SITE OF NORWOOD, AT MILEAGE 20.63, 120 FEET SOUTH OF THE CENTER
 JE0923'OF GRAVEL ROAD, 38 FEET WEST OF THE WEST RAIL, 11 FEET SOUTHEAST
 JE0923'OF AN 18 IN OAK, 10 FEET NORTHEAST OF A 24-INCH OAK AND 1 FOOT
 JE0923'NORTH OF WITNESS POST.  THE DISK IS SET IN THE TOP OF A CONCRETE
 JE0923'POST, PROJECTING 2 INCHES.
 JE0923
 JE0923                          STATION RECOVERY (2005)
 JE0923
 JE0923'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0923'10.8 KM NORTH ALONG US HWY 59 FROM THE COURTHOUSE IN OTTAWA, THENCE
 JE0923'2.0 KM EAST ALONG STAFFORD RD TO THE MIDLAND RAILWAY AND THE MARK
 JE0923'STATION ON THE RIGHT.  36.5 M (120 FT) SOUTH OF THE CENTER OF STAFFORD
 JE0923'RD, 11.5 M (38 FT) WEST OF THE WEST RAIL, AND 0.3 M (1 FT) EAST OF A
 JE0923'CARSONITE WITNESS POST AND FLUSH WITH THE GROUND.
 JE0923' 
 JE0923'HANDHELD GPS COORDINATES (NAD 83) N38 42 33.1 W95 14 49.6
 JE0923' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0347 ***********************************************************************
 JF0347  DESIGNATION -  K 45
 JF0347  PID         -  JF0347
 JF0347  STATE/COUNTY-  KS/BUTLER
 JF0347  USGS QUAD   -  FLORENCE SE (1962)
 JF0347
 JF0347                         *CURRENT SURVEY CONTROL
 JF0347  ___________________________________________________________________
 JF0347* NAD 83(1986)-  38 00 46.     (N)    096 52 24.     (W)     SCALED    
 JF0347* NAVD 88     -       436.623  (meters)    1432.49   (feet)  ADJUSTED  
 JF0347  ___________________________________________________________________
 JF0347  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 JF0347  DYNAMIC HT  -         436.287 (meters)    1431.38  (feet)  COMP
 JF0347  MODELED GRAV-     979,847.8   (mgal)                       NAVD 88
 JF0347
 JF0347  VERT ORDER  -  SECOND    CLASS 0
 JF0347
 JF0347.The horizontal coordinates were scaled from a topographic map and have
 JF0347.an estimated accuracy of +/- 6 seconds.
 JF0347
 JF0347.The orthometric height was determined by differential leveling
 JF0347.and adjusted by the National Geodetic Survey in June 1991..
 JF0347.WARNING-Repeat measurements at this control monument indicate possible
 JF0347.vertical movement.
 JF0347
 JF0347.The geoid height was determined by GEOID03.
 JF0347
 JF0347.The dynamic height is computed by dividing the NAVD 88
 JF0347.geopotential number by the normal gravity value computed on the
 JF0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0347.degrees latitude (g = 980.6199 gals.).
 JF0347
 JF0347.The modeled gravity was interpolated from observed gravity values.
 JF0347
 JF0347;                    North         East    Units  Estimated Accuracy
 JF0347;SPC KS S     -   550,640.      542,830.      MT  (+/- 180 meters Scaled)
 JF0347
 JF0347                          SUPERSEDED SURVEY CONTROL
 JF0347
 JF0347  NGVD 29 (??/??/92)  436.480  (m)         1432.02   (f) ADJ UNCH    2 0
 JF0347
 JF0347.Superseded values are not recommended for survey control.
 JF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0347.See file dsdata.txt to determine how the superseded data were derived.
 JF0347
 JF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH866093(NAD 83)
 JF0347_MARKER: DB = BENCH MARK DISK
 JF0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0347_STAMPING: K 45 1934
 JF0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0347+STABILITY: SURFACE MOTION
 JF0347
 JF0347  HISTORY     - Date     Condition        Report By
 JF0347  HISTORY     - 1934     MONUMENTED       CGS
 JF0347  HISTORY     - 1962     GOOD             NGS
 JF0347  HISTORY     - 20060731 GOOD             INDIV
 JF0347
 JF0347                          STATION DESCRIPTION
 JF0347
 JF0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 JF0347'2.6 MI S FROM DE GRAFF.
 JF0347'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT DE
 JF0347'GRAFF, THENCE 0.2 MILE WEST ALONG A BLACKTOP ROAD, THENCE 1.1
 JF0347'MILES NORTH ALONG A GRADED GRAVEL ROAD, THENCE 1.0 MILES NORTH
 JF0347'ALONG THE ABANDONED RAILROAD TO A EAST AND WEST GRAVEL ROAD,
 JF0347'58.9 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 63.4 FEET NORTHEAST
 JF0347'OF A POWER POLE, 35.0 FEET SOUTH OF A FENCELINE, 2.7 FEET SOUTH
 JF0347'OF A WITNESS POST, 2.2 FEET WEST OF A FENCE, SET IN THE TOP OF A
 JF0347'CONCRETE POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
 JF0347
 JF0347                          STATION RECOVERY (2006)
 JF0347
 JF0347'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 JF0347'RAILROAD NO LONGER EXISTS IN THIS AREA.  STATION NO LONGER EXISTS IN
 JF0347'DEGRAFF.  WITNESS POST NO LONGER EXISTS.  POWER POLE HAS BEEN
 JF0347'RELOCATED FURTHER SOUTH.  NEW LOCATION DESCRIPTION AS FOLLOWS -
 JF0347' 
 JF0347'3 MILES N AND 1 MILE W OF DEGRAFF, 50 FT. S OF CENTERLINE OF ROAD, 30
 JF0347'FT. S OF E-W FENCE, 2.2 FT. W OF N-S FENCE, IN CONCRETE POST
 JF0347'PROJECTING 1 FT. ABOVE GROUND, STANDARD TABLET STAMPED 'K 45 1934'.
 JF0347'0.2 MILES EAST OF INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0382 ***********************************************************************
 JH0382  DESIGNATION -  K 5
 JH0382  PID         -  JH0382
 JH0382  STATE/COUNTY-  KS/WALLACE
 JH0382  USGS QUAD   -  SHARON SPRINGS EAST (1979)
 JH0382
 JH0382                         *CURRENT SURVEY CONTROL
 JH0382  ___________________________________________________________________
 JH0382* NAD 83(1986)-  38 54 11.     (N)    101 37 46.     (W)     SCALED    
 JH0382* NAVD 88     -      1001.042  (meters)    3284.25   (feet)  ADJUSTED  
 JH0382  ___________________________________________________________________
 JH0382  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 JH0382  DYNAMIC HT  -        1000.183 (meters)    3281.43  (feet)  COMP
 JH0382  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 JH0382
 JH0382  VERT ORDER  -  FIRST     CLASS II
 JH0382
 JH0382.The horizontal coordinates were scaled from a topographic map and have
 JH0382.an estimated accuracy of +/- 6 seconds.
 JH0382
 JH0382.The orthometric height was determined by differential leveling
 JH0382.and adjusted by the National Geodetic Survey in June 1991..
 JH0382
 JH0382.The geoid height was determined by GEOID03.
 JH0382
 JH0382.The dynamic height is computed by dividing the NAVD 88
 JH0382.geopotential number by the normal gravity value computed on the
 JH0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0382.degrees latitude (g = 980.6199 gals.).
 JH0382
 JH0382.The modeled gravity was interpolated from observed gravity values.
 JH0382
 JH0382;                    North         East    Units  Estimated Accuracy
 JH0382;SPC KS N     -    69,550.       85,260.      MT  (+/- 180 meters Scaled)
 JH0382
 JH0382                          SUPERSEDED SURVEY CONTROL
 JH0382
 JH0382  NGVD 29 (??/??/92) 1000.632  (m)         3282.91   (f) ADJ UNCH    1 2
 JH0382
 JH0382.Superseded values are not recommended for survey control.
 JH0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0382.See file dsdata.txt to determine how the superseded data were derived.
 JH0382
 JH0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ719093(NAD 83)
 JH0382_MARKER: DB = BENCH MARK DISK
 JH0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0382_STAMPING: K 5 1933
 JH0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0382+STABILITY: SURFACE MOTION
 JH0382
 JH0382  HISTORY     - Date     Condition        Report By
 JH0382  HISTORY     - 1933     MONUMENTED       CGS
 JH0382  HISTORY     - 1952     GOOD             NGS
 JH0382
 JH0382                          STATION DESCRIPTION
 JH0382
 JH0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0382'2.2 MI W FROM WALLACE.
 JH0382'2.25 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JH0382'STATION AT WALLACE, AT A ROAD CROSSING, 3 POLES EAST OF THE
 JH0382'EAST END OF A TRESTLE, 82 FEET SOUTH OF THE CENTER LINE OF
 JH0382'U.S. HIGHWAY 40, 33 FEET EAST OF THE CENTER LINE OF A DIRT
 JH0382'ROAD, 21.4 FEET NORTHWEST OF A TELEPHONE POLE, 106 FEET
 JH0382'NORTH OF THE NORTH RAIL, 1.8 FEET SOUTH OF A FENCE CORNER,
 JH0382'1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JH0382'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0257 ***********************************************************************
 JF0257  DESIGNATION -  K 50
 JF0257  PID         -  JF0257
 JF0257  STATE/COUNTY-  KS/MARION
 JF0257  USGS QUAD   -  FLORENCE (1989)
 JF0257
 JF0257                         *CURRENT SURVEY CONTROL
 JF0257  ___________________________________________________________________
 JF0257* NAD 83(1986)-  38 14 21.     (N)    096 55 38.     (W)     SCALED    
 JF0257* NAVD 88     -       387.589  (meters)    1271.61   (feet)  ADJUSTED  
 JF0257  ___________________________________________________________________
 JF0257  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 JF0257  DYNAMIC HT  -         387.302 (meters)    1270.67  (feet)  COMP
 JF0257  MODELED GRAV-     979,878.9   (mgal)                       NAVD 88
 JF0257
 JF0257  VERT ORDER  -  SECOND    CLASS 0
 JF0257
 JF0257.The horizontal coordinates were scaled from a topographic map and have
 JF0257.an estimated accuracy of +/- 6 seconds.
 JF0257
 JF0257.The orthometric height was determined by differential leveling
 JF0257.and adjusted by the National Geodetic Survey in June 1991..
 JF0257.WARNING-Repeat measurements at this control monument indicate possible
 JF0257.vertical movement.
 JF0257
 JF0257.The geoid height was determined by GEOID03.
 JF0257
 JF0257.The dynamic height is computed by dividing the NAVD 88
 JF0257.geopotential number by the normal gravity value computed on the
 JF0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0257.degrees latitude (g = 980.6199 gals.).
 JF0257
 JF0257.The modeled gravity was interpolated from observed gravity values.
 JF0257
 JF0257;                    North         East    Units  Estimated Accuracy
 JF0257;SPC KS S     -   575,690.      537,680.      MT  (+/- 180 meters Scaled)
 JF0257
 JF0257                          SUPERSEDED SURVEY CONTROL
 JF0257
 JF0257  NGVD 29 (??/??/92)  387.435  (m)         1271.11   (f) ADJ UNCH    2 0
 JF0257
 JF0257.Superseded values are not recommended for survey control.
 JF0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0257.See file dsdata.txt to determine how the superseded data were derived.
 JF0257
 JF0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH814343(NAD 83)
 JF0257_MARKER: DB = BENCH MARK DISK
 JF0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0257+STABILITY: SURFACE MOTION
 JF0257
 JF0257  HISTORY     - Date     Condition        Report By
 JF0257  HISTORY     - UNK      MONUMENTED       CGS
 JF0257  HISTORY     - 1934     GOOD             NGS
 JF0257  HISTORY     - 1968     GOOD             NGS
 JF0257  HISTORY     - 1985     GOOD             KSDT
 JF0257
 JF0257                          STATION DESCRIPTION
 JF0257
 JF0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0257'AT FLORENCE.
 JF0257'AT FLORENCE 105 FT. EAST OF N.E. CORNER OF R.R. STA. FLORENCE,
 JF0257'KAN.  (APPR.) 53 FT. NORTH OF CENTER-LINE OF NORTH MAIN TRACK 39
 JF0257'FT. SOUTH OF CENTER-LINE SECOND STREET IN SANTA FE R.E. CO. PARK
 JF0257'A METAL WITNESS POST IS SET 1 FOOT WEST OF THE MARK.
 JF0257
 JF0257                          STATION RECOVERY (1968)
 JF0257
 JF0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0257'RECOVERED IN GOOD CONDITION.
 JF0257
 JF0257                          STATION RECOVERY (1985)
 JF0257
 JF0257'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1985
 JF0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0216 ***********************************************************************
 JF0216  DESIGNATION -  K 51
 JF0216  PID         -  JF0216
 JF0216  STATE/COUNTY-  KS/LYON
 JF0216  USGS QUAD   -  EMPORIA (1979)
 JF0216
 JF0216                         *CURRENT SURVEY CONTROL
 JF0216  ___________________________________________________________________
 JF0216* NAD 83(1986)-  38 24 06.     (N)    096 14 42.     (W)     SCALED    
 JF0216* NAVD 88     -       340.259  (meters)    1116.33   (feet)  ADJUSTED  
 JF0216  ___________________________________________________________________
 JF0216  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 JF0216  DYNAMIC HT  -         340.013 (meters)    1115.53  (feet)  COMP
 JF0216  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 JF0216
 JF0216  VERT ORDER  -  SECOND    CLASS 0
 JF0216
 JF0216.The horizontal coordinates were scaled from a topographic map and have
 JF0216.an estimated accuracy of +/- 6 seconds.
 JF0216
 JF0216.The orthometric height was determined by differential leveling
 JF0216.and adjusted by the National Geodetic Survey in June 1991..
 JF0216
 JF0216.The geoid height was determined by GEOID03.
 JF0216
 JF0216.The dynamic height is computed by dividing the NAVD 88
 JF0216.geopotential number by the normal gravity value computed on the
 JF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0216.degrees latitude (g = 980.6199 gals.).
 JF0216
 JF0216.The modeled gravity was interpolated from observed gravity values.
 JF0216
 JF0216;                    North         East    Units  Estimated Accuracy
 JF0216;SPC KS S     -   594,950.      596,950.      MT  (+/- 180 meters Scaled)
 JF0216
 JF0216                          SUPERSEDED SURVEY CONTROL
 JF0216
 JF0216  NGVD 29 (??/??/92)  340.119  (m)         1115.87   (f) ADJ UNCH    2 0
 JF0216
 JF0216.Superseded values are not recommended for survey control.
 JF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0216.See file dsdata.txt to determine how the superseded data were derived.
 JF0216
 JF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH405539(NAD 83)
 JF0216_MARKER: DB = BENCH MARK DISK
 JF0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0216+STABILITY: SURFACE MOTION
 JF0216
 JF0216  HISTORY     - Date     Condition        Report By
 JF0216  HISTORY     - UNK      MONUMENTED       CGS
 JF0216  HISTORY     - 1934     GOOD             NGS
 JF0216  HISTORY     - 1972     MARK NOT FOUND   USGS
 JF0216
 JF0216                          STATION DESCRIPTION
 JF0216
 JF0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0216'2.1 MI W FROM EMPORIA.
 JF0216'2.1 MILES WEST BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0216'FE R.R. CO.  12 METERS NORTH OF THE CENTER LINE OF THE NORTH
 JF0216'TRACK.  8 METERS WEST OF THE CENTER LINE OF SECTION LINEROAD.
 JF0216'3 FT. SOUTH OF RIGHT OF WAY MARKER.  APPROX. 50 YDS. EAST OF
 JF0216'R.R. SIGNAL STATION MERRICK
 JF0216
 JF0216                          STATION RECOVERY (1972)
 JF0216
 JF0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JF0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0528 ***********************************************************************
 JF0528  DESIGNATION -  K 52
 JF0528  PID         -  JF0528
 JF0528  STATE/COUNTY-  KS/DICKINSON
 JF0528  USGS QUAD   -  NAVARRE (1964)
 JF0528
 JF0528                         *CURRENT SURVEY CONTROL
 JF0528  ___________________________________________________________________
 JF0528* NAD 83(1986)-  38 48 45.     (N)    097 06 21.     (W)     SCALED    
 JF0528* NAVD 88     -       411.000  (meters)    1348.42   (feet)  ADJUSTED  
 JF0528  ___________________________________________________________________
 JF0528  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JF0528  DYNAMIC HT  -         410.707 (meters)    1347.46  (feet)  COMP
 JF0528  MODELED GRAV-     979,902.6   (mgal)                       NAVD 88
 JF0528
 JF0528  VERT ORDER  -  SECOND    CLASS 0
 JF0528
 JF0528.The horizontal coordinates were scaled from a topographic map and have
 JF0528.an estimated accuracy of +/- 6 seconds.
 JF0528
 JF0528.The orthometric height was determined by differential leveling
 JF0528.and adjusted by the National Geodetic Survey in June 1991..
 JF0528
 JF0528.The geoid height was determined by GEOID03.
 JF0528
 JF0528.The dynamic height is computed by dividing the NAVD 88
 JF0528.geopotential number by the normal gravity value computed on the
 JF0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0528.degrees latitude (g = 980.6199 gals.).
 JF0528
 JF0528.The modeled gravity was interpolated from observed gravity values.
 JF0528
 JF0528;                    North         East    Units  Estimated Accuracy
 JF0528;SPC KS N     -    53,580.      477,660.      MT  (+/- 180 meters Scaled)
 JF0528
 JF0528                          SUPERSEDED SURVEY CONTROL
 JF0528
 JF0528  NGVD 29 (??/??/92)  410.856  (m)         1347.95   (f) ADJ UNCH    2 0
 JF0528
 JF0528.Superseded values are not recommended for survey control.
 JF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0528.See file dsdata.txt to determine how the superseded data were derived.
 JF0528
 JF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH644976(NAD 83)
 JF0528_MARKER: DB = BENCH MARK DISK
 JF0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0528+STABILITY: SURFACE MOTION
 JF0528
 JF0528  HISTORY     - Date     Condition        Report By
 JF0528  HISTORY     - UNK      MONUMENTED       CGS
 JF0528  HISTORY     - 1934     GOOD             NGS
 JF0528  HISTORY     - 1968     GOOD             NGS
 JF0528
 JF0528                          STATION DESCRIPTION
 JF0528
 JF0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0528'1.6 MI N FROM NAVARRE.
 JF0528'1.6 MILES NORTH BY RAIL ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0528'R.R. CO.  46 FT. EAST OF CENTER-LINE OF TRACK 26.7 FT. NORTH
 JF0528'OF SECTION LINE ROAD.
 JF0528
 JF0528                          STATION RECOVERY (1968)
 JF0528
 JF0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1161 ***********************************************************************
 JE1161  DESIGNATION -  K 53
 JE1161  PID         -  JE1161
 JE1161  STATE/COUNTY-  KS/COFFEY
 JE1161  USGS QUAD   -  NEOSHO FALLS (1971)
 JE1161
 JE1161                         *CURRENT SURVEY CONTROL
 JE1161  ___________________________________________________________________
 JE1161* NAD 83(1986)-  38 04 29.     (N)    095 35 29.     (W)     SCALED    
 JE1161* NAVD 88     -       306.376  (meters)    1005.17   (feet)  ADJUSTED  
 JE1161  ___________________________________________________________________
 JE1161  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JE1161  DYNAMIC HT  -         306.148 (meters)    1004.42  (feet)  COMP
 JE1161  MODELED GRAV-     979,878.8   (mgal)                       NAVD 88
 JE1161
 JE1161  VERT ORDER  -  SECOND    CLASS 0
 JE1161
 JE1161.The horizontal coordinates were scaled from a topographic map and have
 JE1161.an estimated accuracy of +/- 6 seconds.
 JE1161
 JE1161.The orthometric height was determined by differential leveling
 JE1161.and adjusted by the National Geodetic Survey in June 1991..
 JE1161
 JE1161.The geoid height was determined by GEOID03.
 JE1161
 JE1161.The dynamic height is computed by dividing the NAVD 88
 JE1161.geopotential number by the normal gravity value computed on the
 JE1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1161.degrees latitude (g = 980.6199 gals.).
 JE1161
 JE1161.The modeled gravity was interpolated from observed gravity values.
 JE1161
 JE1161;                    North         East    Units  Estimated Accuracy
 JE1161;SPC KS S     -   560,250.      655,150.      MT  (+/- 180 meters Scaled)
 JE1161
 JE1161                          SUPERSEDED SURVEY CONTROL
 JE1161
 JE1161  NGVD 29 (??/??/92)  306.219  (m)         1004.65   (f) ADJ UNCH    2 0
 JE1161
 JE1161.Superseded values are not recommended for survey control.
 JE1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1161.See file dsdata.txt to determine how the superseded data were derived.
 JE1161
 JE1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC726172(NAD 83)
 JE1161_MARKER: DB = BENCH MARK DISK
 JE1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1161_STAMPING: K 53 1934
 JE1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1161+STABILITY: SURFACE MOTION
 JE1161
 JE1161  HISTORY     - Date     Condition        Report By
 JE1161  HISTORY     - 1934     MONUMENTED       CGS
 JE1161  HISTORY     - 1946     GOOD             NGS
 JE1161  HISTORY     - 1951     GOOD             NGS
 JE1161
 JE1161                          STATION DESCRIPTION
 JE1161
 JE1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JE1161'2.7 MI E FROM LE ROY.
 JE1161'ABOUT 2.7 MILES EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI
 JE1161'PACIFIC RAILROAD FROM THE STATION AT LE ROY, COFFEY COUNTY, AT
 JE1161'THE WEST SIDE OF THE NW 1/4 SEC. 6, T. 23 S., R. 17 E., 24
 JE1161'FEET EAST OF THE CENTER LINE OF A SECTION-LINE ROAD, ABOUT 50
 JE1161'FEET NORTH OF THE CENTER LINE OF THE OLD RAILROAD GRADE, AND 17
 JE1161'FEET SOUTH OF A POWER-TRANSMISSION LINE POLE.  A STANDARD DISK,
 JE1161'STAMPED K 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JE1161
 JE1161                          STATION RECOVERY (1951)
 JE1161
 JE1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0749 ***********************************************************************
 JE0749  DESIGNATION -  K 54
 JE0749  PID         -  JE0749
 JE0749  STATE/COUNTY-  KS/LINN
 JE0749  USGS QUAD   -  MOUND CITY (1978)
 JE0749
 JE0749                         *CURRENT SURVEY CONTROL
 JE0749  ___________________________________________________________________
 JE0749* NAD 83(1986)-  38 08 42.     (N)    094 51 38.     (W)     SCALED    
 JE0749* NAVD 88     -       260.656  (meters)     855.17   (feet)  ADJUSTED  
 JE0749  ___________________________________________________________________
 JE0749  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JE0749  DYNAMIC HT  -         260.464 (meters)     854.54  (feet)  COMP
 JE0749  MODELED GRAV-     979,888.9   (mgal)                       NAVD 88
 JE0749
 JE0749  VERT ORDER  -  SECOND    CLASS 0
 JE0749
 JE0749.The horizontal coordinates were scaled from a topographic map and have
 JE0749.an estimated accuracy of +/- 6 seconds.
 JE0749
 JE0749.The orthometric height was determined by differential leveling
 JE0749.and adjusted by the National Geodetic Survey in June 1991..
 JE0749
 JE0749.The geoid height was determined by GEOID03.
 JE0749
 JE0749.The dynamic height is computed by dividing the NAVD 88
 JE0749.geopotential number by the normal gravity value computed on the
 JE0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0749.degrees latitude (g = 980.6199 gals.).
 JE0749
 JE0749.The modeled gravity was interpolated from observed gravity values.
 JE0749
 JE0749;                    North         East    Units  Estimated Accuracy
 JE0749;SPC KS S     -   570,300.      718,930.      MT  (+/- 180 meters Scaled)
 JE0749
 JE0749                          SUPERSEDED SURVEY CONTROL
 JE0749
 JE0749  NGVD 29 (??/??/92)  260.524  (m)          854.74   (f) ADJ UNCH    2 0
 JE0749
 JE0749.Superseded values are not recommended for survey control.
 JE0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0749.See file dsdata.txt to determine how the superseded data were derived.
 JE0749
 JE0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC369235(NAD 83)
 JE0749_MARKER: DB = BENCH MARK DISK
 JE0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0749_STAMPING: K 54 1934
 JE0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0749+STABILITY: SURFACE MOTION
 JE0749
 JE0749  HISTORY     - Date     Condition        Report By
 JE0749  HISTORY     - 1934     MONUMENTED       CGS
 JE0749  HISTORY     - 1951     GOOD             NGS
 JE0749
 JE0749                          STATION DESCRIPTION
 JE0749
 JE0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0749'2.9 MI W FROM MOUND CITY.
 JE0749'2.9 MILES WEST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE0749'RAILROAD FROM THE ABANDONED STATION AT MOUND CITY, LINN COUNTY,
 JE0749'AT THE CROSSING OF A NORTH-AND-SOUTH ROAD, 40 FEET NORTH OF THE
 JE0749'CENTERLINE OF THE OLD ROADBED, 26 FEET WEST OF THE CENTERLINE
 JE0749'OF THE ROAD, 39.8 FEET SOUTHWEST OF A 7-INCH HICKORY TREE,
 JE0749'5 FEET SOUTH OF A FENCE, 4 FEET SOUTHWEST OF A POWERLINE POLE,
 JE0749'AND 6 INCHES NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JE0749'DISK, STAMPED K 54 1934 AND SET IN THE TOP OF A CONCRETE POST
 JE0749'PROJECTING 8 INCHES ABOVE GROUND.  THIS BENCH MARK MAY ALSO BE
 JE0749'REACHED BY ROAD FROM THE ABANDONED MISSOURI PACIFIC RAILROAD
 JE0749'STATION BY GOING 0.7 MILE WEST TO THE INTERSECTION OF STATE
 JE0749'HIGHWAY 7, THENCE 0.2 MILE NORTH ALONG STATE HIGHWAY 7, THENCE
 JE0749'2.0 MILES WEST ALONG A MAIN GRAVEL ROAD TO THE POINT WHERE THE
 JE0749'ROAD TURNS NORTH, AND THENCE 0.25 MILE SOUTH ALONG A TRACK
 JE0749'ROAD TO THE OLD ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0351 ***********************************************************************
 HE0351  DESIGNATION -  K 55
 HE0351  PID         -  HE0351
 HE0351  STATE/COUNTY-  KS/NEOSHO
 HE0351  USGS QUAD   -  ERIE (1973)
 HE0351
 HE0351                         *CURRENT SURVEY CONTROL
 HE0351  ___________________________________________________________________
 HE0351* NAD 83(1986)-  37 36 29.     (N)    095 12 58.     (W)     SCALED    
 HE0351* NAVD 88     -       282.576  (meters)     927.08   (feet)  ADJUSTED  
 HE0351  ___________________________________________________________________
 HE0351  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HE0351  DYNAMIC HT  -         282.356 (meters)     926.36  (feet)  COMP
 HE0351  MODELED GRAV-     979,843.4   (mgal)                       NAVD 88
 HE0351
 HE0351  VERT ORDER  -  SECOND    CLASS 0
 HE0351
 HE0351.The horizontal coordinates were scaled from a topographic map and have
 HE0351.an estimated accuracy of +/- 6 seconds.
 HE0351
 HE0351.The orthometric height was determined by differential leveling
 HE0351.and adjusted by the National Geodetic Survey in June 1991..
 HE0351
 HE0351.The geoid height was determined by GEOID03.
 HE0351
 HE0351.The dynamic height is computed by dividing the NAVD 88
 HE0351.geopotential number by the normal gravity value computed on the
 HE0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0351.degrees latitude (g = 980.6199 gals.).
 HE0351
 HE0351.The modeled gravity was interpolated from observed gravity values.
 HE0351
 HE0351;                    North         East    Units  Estimated Accuracy
 HE0351;SPC KS S     -   509,590.      689,890.      MT  (+/- 180 meters Scaled)
 HE0351
 HE0351                          SUPERSEDED SURVEY CONTROL
 HE0351
 HE0351  NGVD 29 (??/??/92)  282.449  (m)          926.67   (f) ADJ UNCH    2 0
 HE0351
 HE0351.Superseded values are not recommended for survey control.
 HE0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0351.See file dsdata.txt to determine how the superseded data were derived.
 HE0351
 HE0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB043646(NAD 83)
 HE0351_MARKER: DB = BENCH MARK DISK
 HE0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0351_STAMPING: K 55 1934
 HE0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0351+STABILITY: SURFACE MOTION
 HE0351
 HE0351  HISTORY     - Date     Condition        Report By
 HE0351  HISTORY     - 1934     MONUMENTED       CGS
 HE0351  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0351
 HE0351                          STATION DESCRIPTION
 HE0351
 HE0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0351'3.5 MI N FROM ERIE.
 HE0351'3.5 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0351'ERIE, NEOSHO COUNTY, AT A COUNTY-ROAD CROSSING, 47 FEET WEST OF
 HE0351'THE CENTER LINE OF THE TRACK, AND 30 FEET SOUTH OF THE CENTER LINE
 HE0351'OF THE ROAD.  A STANDARD DISK, STAMPED K 55 1934 AND SET IN THE
 HE0351'TOP OF A CONCRETE POST.
 HE0351
 HE0351                          STATION RECOVERY (1964)
 HE0351
 HE0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0645 ***********************************************************************
 HH0645  DESIGNATION -  K 556
 HH0645  PID         -  HH0645
 HH0645  STATE/COUNTY-  KS/HAMILTON
 HH0645  USGS QUAD   -  SYRACUSE WEST (1966)
 HH0645
 HH0645                         *CURRENT SURVEY CONTROL
 HH0645  ___________________________________________________________________
 HH0645* NAD 83(1986)-  37 59 49.     (N)    101 49 00.     (W)     SCALED    
 HH0645* NAVD 88     -       995.279  (meters)    3265.34   (feet)  ADJUSTED  
 HH0645  ___________________________________________________________________
 HH0645  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 HH0645  DYNAMIC HT  -         994.351 (meters)    3262.30  (feet)  COMP
 HH0645  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 HH0645
 HH0645  VERT ORDER  -  FIRST     CLASS II
 HH0645
 HH0645.The horizontal coordinates were scaled from a topographic map and have
 HH0645.an estimated accuracy of +/- 6 seconds.
 HH0645
 HH0645.The orthometric height was determined by differential leveling
 HH0645.and adjusted by the National Geodetic Survey in June 1991..
 HH0645
 HH0645.The geoid height was determined by GEOID03.
 HH0645
 HH0645.The dynamic height is computed by dividing the NAVD 88
 HH0645.geopotential number by the normal gravity value computed on the
 HH0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0645.degrees latitude (g = 980.6199 gals.).
 HH0645
 HH0645.The modeled gravity was interpolated from observed gravity values.
 HH0645
 HH0645;                    North         East    Units  Estimated Accuracy
 HH0645;SPC KS S     -   552,820.      108,760.      MT  (+/- 180 meters Scaled)
 HH0645
 HH0645                          SUPERSEDED SURVEY CONTROL
 HH0645
 HH0645.No superseded survey control is available for this station.
 HH0645
 HH0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH526092(NAD 83)
 HH0645_MARKER: I = METAL ROD
 HH0645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0645_SP_SET: STAINLESS STEEL ROD
 HH0645_STAMPING: K 556 1986
 HH0645_MARK LOGO: NGS   
 HH0645_PROJECTION: FLUSH
 HH0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0645_ROD/PIPE-DEPTH: 19.8 meters
 HH0645
 HH0645  HISTORY     - Date     Condition        Report By
 HH0645  HISTORY     - 1986     MONUMENTED       NGS
 HH0645
 HH0645                          STATION DESCRIPTION
 HH0645
 HH0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0645'6.0 KM (3.7 MI) WEST FROM SYRACUSE.
 HH0645'6.0 KM (3.75 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0645'ROUTE 27 AT SYRACUSE, AT A PAVED ROAD LEADING NORTH, 18.7 METERS (61.5
 HH0645'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 23.1 METERS (76 FT) NORTHWEST
 HH0645'OF THE CENTER OF THE ROAD, 10.7 METERS (35 FT) EAST OF THE NORTHEAST
 HH0645'END OF A GUARDRAIL, 9.5 METERS (31 FT) NORTHWEST OF A WOOD SIGN
 HH0645'(COUNTDOWN FEEDERS), 0.6 METER (2 FT) NORTHWEST OF A GUYED POWER POLE
 HH0645'AND 0.3 METER (1 FT) SOUTHEAST OF A RIGHT OF WAY POST.  NOTE--ACCESS
 HH0645'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0645'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST
 HH0645'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1044 ***********************************************************************
 JE1044  FBN         -  This is a Federal Base Network Control Station.
 JE1044  DESIGNATION -  K 56
 JE1044  PID         -  JE1044
 JE1044  STATE/COUNTY-  KS/ANDERSON
 JE1044  USGS QUAD   -  BUSH CITY (1983)
 JE1044
 JE1044                         *CURRENT SURVEY CONTROL
 JE1044  ___________________________________________________________________
 JE1044* NAD 83(1997)-  38 12 36.22486(N)    095 08 41.49218(W)     ADJUSTED  
 JE1044* NAVD 88     -       314.327  (meters)    1031.25   (feet)  ADJUSTED  
 JE1044  ___________________________________________________________________
 JE1044  X           -    -450,008.220 (meters)                     COMP
 JE1044  Y           -  -4,998,044.910 (meters)                     COMP
 JE1044  Z           -   3,923,966.228 (meters)                     COMP
 JE1044  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 JE1044  ELLIP HEIGHT-         282.72  (meters)          (08/12/03) GPS OBS
 JE1044  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JE1044  DYNAMIC HT  -         314.095 (meters)    1030.49  (feet)  COMP
 JE1044  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 JE1044
 JE1044  HORZ ORDER  -  B
 JE1044  VERT ORDER  -  SECOND    CLASS 0
 JE1044  ELLP ORDER  -  FOURTH    CLASS I
 JE1044
 JE1044.The horizontal coordinates were established by GPS observations
 JE1044.and adjusted by the National Geodetic Survey in December 1997..
 JE1044
 JE1044.The orthometric height was determined by differential leveling
 JE1044.and adjusted by the National Geodetic Survey in June 1991..
 JE1044.WARNING-Repeat measurements at this control monument indicate possible
 JE1044.vertical movement.
 JE1044
 JE1044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE1044
 JE1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1044
 JE1044.The ellipsoidal height was determined by GPS observations
 JE1044.and is referenced to NAD 83.
 JE1044
 JE1044.The geoid height was determined by GEOID03.
 JE1044
 JE1044.The dynamic height is computed by dividing the NAVD 88
 JE1044.geopotential number by the normal gravity value computed on the
 JE1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1044.degrees latitude (g = 980.6199 gals.).
 JE1044
 JE1044.The modeled gravity was interpolated from observed gravity values.
 JE1044
 JE1044;                    North         East     Units Scale Factor Converg.
 JE1044;SPC KS S     -   576,581.580   693,769.287   MT  0.99994890   +2 03 42.6
 JE1044;UTM  15      - 4,231,296.973   312,215.139   MT  1.00003431   -1 19 37.5
 JE1044
 JE1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1044!SPC KS S     -   0.99995564  x   0.99994890  =   0.99990454
 JE1044!UTM  15      -   0.99995564  x   1.00003431  =   0.99998995
 JE1044
 JE1044                          SUPERSEDED SURVEY CONTROL
 JE1044
 JE1044  ELLIP H (12/22/97)  282.75   (m)                       GP(       ) 4 1
 JE1044  NAVD 88 (12/22/97)  314.33   (m)         1031.3    (f) LEVELING    3  
 JE1044  NGVD 29 (??/??/92)  314.164  (m)         1030.72   (f) ADJ UNCH    2 0
 JE1044
 JE1044.Superseded values are not recommended for survey control.
 JE1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1044.See file dsdata.txt to determine how the superseded data were derived.
 JE1044
 JE1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC1221531297(NAD 83)
 JE1044_MARKER: DB = BENCH MARK DISK
 JE1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1044_STAMPING: K 56 1934
 JE1044_MARK LOGO: CGS   
 JE1044_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1044+STABILITY: SURFACE MOTION
 JE1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1044+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 JE1044
 JE1044  HISTORY     - Date     Condition        Report By
 JE1044  HISTORY     - 1934     MONUMENTED       CGS
 JE1044  HISTORY     - 1950     GOOD             NGS
 JE1044  HISTORY     - 19970427 GOOD             NGS
 JE1044  HISTORY     - 20010611 GOOD             SKW
 JE1044  HISTORY     - 20020702 GOOD             NGS
 JE1044  HISTORY     - 20030723 GOOD             KSDT
 JE1044  HISTORY     - 20050401 GOOD             USGS
 JE1044
 JE1044                          STATION DESCRIPTION
 JE1044
 JE1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1044'AT BUSH CITY.
 JE1044'AT BUSH CITY, ANDERSON COUNTY, ON THE ABANDONED MISSOURI PACIFIC
 JE1044'RAILROAD, 107 FEET SOUTH OF THE SOUTHWEST CORNER OF A BRICK
 JE1044'STORE BUILDING, 80 FEET NORTHEAST OF THE CENTER LINE OF THE OLD
 JE1044'ROADBED, 75 FEET EAST OF A POWER-TRANSMISSION LINE POLE, 60 FEET
 JE1044'SOUTH OF THE CENTER LINE OF A GRAVEL ROAD, 15 FEET WEST OF THE
 JE1044'CENTER OF THE CONCRETE COVER OF AN ABANDONED WELL, AND 9 FEET
 JE1044'NORTH OF THE WEST END OF THE FENCE AROUND A BALL FIELD.  A
 JE1044'STANDARD DISK, STAMPED K 56 1934 AND SET IN THE TOP OF A CONCRETE
 JE1044'POST FLUSH WITH THE GROUND.
 JE1044
 JE1044                          STATION RECOVERY (1950)
 JE1044
 JE1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1044'RECOVERED IN GOOD CONDITION.
 JE1044
 JE1044                          STATION RECOVERY (1997)
 JE1044
 JE1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JE1044'THE STATION IS LOCATED ABOUT 11.26 KM (7.00 MI) SOUTHEAST OF GARNETT,
 JE1044'9.65 KM (6.00 MI) EAST OF U.S. HIGHWAY 59, NEAR THE SOUTH EDGE OF BUSH
 JE1044'CITY, NEAR THE NORTH EDGE OF A BALL FIELD, IN THE GRASS JUST
 JE1044'NORTH-NORTHEAST OF THE WEST END OF PIPE FENCE OF BALL FIELD.  TO REACH
 JE1044'THE STATION FROM THE CROSSROADS JUNCTION OF COUNTY ROADS 1156 (TEXAS
 JE1044'RD) SOUTH, 1144 EAST AND 1300 RD WEST, NEAR THE NORTHWEST CORNER OF
 JE1044'BUSH CITY AND NEAR THE SANDSTONE BUSH CITY SIGN (EAST OF OLD BUSH CITY
 JE1044'SITE), GO SOUTH FOR 0.16 KM (0.10 MI) ON TEXAS ROAD TO A PAVED ROAD
 JE1044'LEFT.  TURN LEFT, EAST FOR 0.32 KM (0.20 MI) ON THE PAVED ROAD TO THE
 JE1044'BALL FIELD AND STATION ON THE RIGHT.  STATION IS 32.5 M (106.6 FT)
 JE1044'SOUTH OF THE SOUTHWEST CORNER OF AN ABANDONED BRICK BUILDING, 18.0 M
 JE1044'(59.1 FT) SOUTH OF THE PAVED ROAD CENTER, 9.6 M (31.5 FT)
 JE1044'WEST-NORTHWEST OF A METAL MULTIPLE LIGHT POLE FOR THE BALL FIELD, 5.4
 JE1044'M (17.7 FT) WEST OF A 7 FT (2.1 M) BY 8 FT (2.4 M) ABANDONED CONCRETE
 JE1044'WELL COVER CENTER, 2.8 M (9.2 FT) NORTH-NORTHEAST OF THE WEST END OF
 JE1044'THE PIPE BALL FIELD FENCE, ABOUT LEVEL WITH THE PAVED ROAD AND
 JE1044'PROJECTING 4 CM ABOVE GROUND.
 JE1044
 JE1044                          STATION RECOVERY (2001)
 JE1044
 JE1044'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE1044'RECOVERED IN GOOD CONDITION.
 JE1044
 JE1044                          STATION RECOVERY (2002)
 JE1044
 JE1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 JE1044'THE STATION IS LOCATED ABOUT 11.26 KM (7.0 MI) SOUTHEAST OF GARNETT,
 JE1044'9.65 KM (6.0 MI) EAST
 JE1044'OF U.S. HIGHWAY 59, NEAR THE SOUTH EDGE OF THE SMALL COMMUNITY OF BUSH
 JE1044'CITY, AND IN
 JE1044'THE GRASS AT THE NORTH EDGE OF THE REMAINS OF AN ABANDONED BALL FIELD.
 JE1044'TO REACH THE
 JE1044'STATION FROM THE CROSSROADS JUNCTION OF COUNTY ROADS 1156 SOUTH (TEXAS
 JE1044'RD), 1144 EAST,
 JE1044'AND 1300 RD WEST, AT THE NORTHWEST EDGE OF BUSH CITY AND NEAR THE
 JE1044'LIMESTONE BUSH CITY
 JE1044'SIGN, GO SOUTH ON COUNTY ROAD 1156 FOR 0.16 KM (0.10 MI) TO A PAVED
 JE1044'STREET ON THE LEFT
 JE1044'(THIRD ST).  TURN LEFT AND GO EAST ON THIRD STREET FOR 0.32 KM (0.20
 JE1044'MI) TO THE ABANDONED
 JE1044'BALL FIELD AND STATION ON THE RIGHT.  LOCATED 32.5 M (106.6 FT) SOUTH
 JE1044'FROM THE SOUTHWEST
 JE1044'CORNER OF AN ABANDONED BRICK BUILDING, 18.0 M (59.0 FT) SOUTH FROM THE
 JE1044'CENTER OF THIRD
 JE1044'STREET, 9.6 M (31.5 FT) WEST-NORTHWEST FROM A METAL LIGHT POLE AT THE
 JE1044'EDGE OF THE
 JE1044'ABANDONED BALL FIELD, 5.4 M (17.7 FT)  WEST FROM A 7 FT BY 8 FT
 JE1044'CONCRETE WELL COVER CENTER,
 JE1044'AND 0.52 M (1.7 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 JE1044' 
 JE1044' 
 JE1044' 
 JE1044'
 JE1044
 JE1044                          STATION RECOVERY (2003)
 JE1044
 JE1044'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2003 (MRD)
 JE1044'RECOVERED AS DESCRIBED.
 JE1044
 JE1044                          STATION RECOVERY (2005)
 JE1044
 JE1044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (SES)
 JE1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0121 ***********************************************************************
 KH0121  DESIGNATION -  K 6
 KH0121  PID         -  KH0121
 KH0121  STATE/COUNTY-  KS/LOGAN
 KH0121  USGS QUAD   -  OAKLEY NORTH (1979)
 KH0121
 KH0121                         *CURRENT SURVEY CONTROL
 KH0121  ___________________________________________________________________
 KH0121* NAD 83(1986)-  39 07 35.     (N)    100 51 11.     (W)     SCALED    
 KH0121* NAVD 88     -       931.574  (meters)    3056.34   (feet)  ADJUSTED  
 KH0121  ___________________________________________________________________
 KH0121  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KH0121  DYNAMIC HT  -         930.836 (meters)    3053.92  (feet)  COMP
 KH0121  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 KH0121
 KH0121  VERT ORDER  -  FIRST     CLASS II
 KH0121
 KH0121.The horizontal coordinates were scaled from a topographic map and have
 KH0121.an estimated accuracy of +/- 6 seconds.
 KH0121
 KH0121.The orthometric height was determined by differential leveling
 KH0121.and adjusted by the National Geodetic Survey in June 1991..
 KH0121.WARNING-Repeat measurements at this control monument indicate possible
 KH0121.vertical movement.
 KH0121
 KH0121.The geoid height was determined by GEOID03.
 KH0121
 KH0121.The dynamic height is computed by dividing the NAVD 88
 KH0121.geopotential number by the normal gravity value computed on the
 KH0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0121.degrees latitude (g = 980.6199 gals.).
 KH0121
 KH0121.The modeled gravity was interpolated from observed gravity values.
 KH0121
 KH0121;                    North         East    Units  Estimated Accuracy
 KH0121;SPC KS N     -    91,920.      153,340.      MT  (+/- 180 meters Scaled)
 KH0121
 KH0121                          SUPERSEDED SURVEY CONTROL
 KH0121
 KH0121  NGVD 29 (02/14/92)  931.231  (m)         3055.21   (f) ADJUSTED    1 2
 KH0121
 KH0121.Superseded values are not recommended for survey control.
 KH0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0121.See file dsdata.txt to determine how the superseded data were derived.
 KH0121
 KH0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ398324(NAD 83)
 KH0121_MARKER: DB = BENCH MARK DISK
 KH0121_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KH0121_SP_SET: CONCRETE BASE
 KH0121_STAMPING: K 6 1933
 KH0121_MARK LOGO: CGS   
 KH0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0121+STABILITY: SURFACE MOTION
 KH0121
 KH0121  HISTORY     - Date     Condition        Report By
 KH0121  HISTORY     - 1933     MONUMENTED       CGS
 KH0121  HISTORY     - 1952     GOOD             NGS
 KH0121  HISTORY     - 1986     GOOD             NGS
 KH0121
 KH0121                          STATION DESCRIPTION
 KH0121
 KH0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0121'AT OAKLEY.
 KH0121'AT OAKLEY, AT THE CITY PARK, 37.9 FEET NORTH OF THE NORTH CURB
 KH0121'OF HUDSON AVENUE, 1.3 FEET ABOVE THE GROUND, SET IN THE TOP OF
 KH0121'THE SOUTH SIDE OF THE GRANITE BASE OF THE WORLD WAR MEMORIAL
 KH0121'MONUMENT.
 KH0121
 KH0121                          STATION RECOVERY (1986)
 KH0121
 KH0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0088 ***********************************************************************
 JH0088  DESIGNATION -  K 7
 JH0088  PID         -  JH0088
 JH0088  STATE/COUNTY-  KS/FINNEY
 JH0088  USGS QUAD   -  LOWE (1976)
 JH0088
 JH0088                         *CURRENT SURVEY CONTROL
 JH0088  ___________________________________________________________________
 JH0088* NAD 83(1986)-  38 01 58.     (N)    100 53 34.     (W)     SCALED    
 JH0088* NAVD 88     -       877.983  (meters)    2880.52   (feet)  POSTED    
 JH0088  ___________________________________________________________________
 JH0088  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 JH0088  DYNAMIC HT  -         877.200 (meters)    2877.95  (feet)  COMP
 JH0088  MODELED GRAV-     979,712.9   (mgal)                       NAVD 88
 JH0088
 JH0088  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JH0088
 JH0088.The horizontal coordinates were scaled from a topographic map and have
 JH0088.an estimated accuracy of +/- 6 seconds.
 JH0088
 JH0088.The orthometric height was determined by differential leveling
 JH0088.and adjusted by the National Geodetic Survey in 1992..
 JH0088.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JH0088.rate of 2.1 thru 3.0 mm/km.
 JH0088
 JH0088.The geoid height was determined by GEOID03.
 JH0088
 JH0088.The dynamic height is computed by dividing the NAVD 88
 JH0088.geopotential number by the normal gravity value computed on the
 JH0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0088.degrees latitude (g = 980.6199 gals.).
 JH0088
 JH0088.The modeled gravity was interpolated from observed gravity values.
 JH0088
 JH0088;                    North         East    Units  Estimated Accuracy
 JH0088;SPC KS S     -   554,310.      189,970.      MT  (+/- 180 meters Scaled)
 JH0088
 JH0088                          SUPERSEDED SURVEY CONTROL
 JH0088
 JH0088  NGVD 29 (??/??/92)  877.612  (m)         2879.30   (f) ADJ UNCH    1 2
 JH0088
 JH0088.Superseded values are not recommended for survey control.
 JH0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0088.See file dsdata.txt to determine how the superseded data were derived.
 JH0088
 JH0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH338111(NAD 83)
 JH0088_MARKER: DB = BENCH MARK DISK
 JH0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0088_STAMPING: K-7 1933
 JH0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0088+STABILITY: SURFACE MOTION
 JH0088
 JH0088  HISTORY     - Date     Condition        Report By
 JH0088  HISTORY     - 1933     MONUMENTED       CGS
 JH0088  HISTORY     - 1976     MARK NOT FOUND   USGS
 JH0088
 JH0088                          STATION DESCRIPTION
 JH0088
 JH0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0088'5.7 MI N FROM GARDEN CITY.
 JH0088'5.7 MILES NORTH OF MUNICIPAL WATER PLANT 65 FEET NORTHWEST OF
 JH0088'SIXTH TELEGRAPH POLE NORTH OF MILE POST 152.  56 FEET WEST OF
 JH0088'THE WEST ENTRANCE OF THE GILLESPIE RAILROAD STATION.  48 FEET
 JH0088'WEST OF CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
 JH0088
 JH0088                          STATION RECOVERY (1976)
 JH0088
 JH0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JH0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0377 ***********************************************************************
 KH0377  DESIGNATION -  K 77
 KH0377  PID         -  KH0377
 KH0377  STATE/COUNTY-  KS/THOMAS
 KH0377  USGS QUAD   -  COLBY (1967)
 KH0377
 KH0377                         *CURRENT SURVEY CONTROL
 KH0377  ___________________________________________________________________
 KH0377* NAD 83(1986)-  39 22 47.     (N)    101 01 51.     (W)     SCALED    
 KH0377* NAVD 88     -       971.300  (meters)    3186.67   (feet)  ADJUSTED  
 KH0377  ___________________________________________________________________
 KH0377  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 KH0377  DYNAMIC HT  -         970.532 (meters)    3184.15  (feet)  COMP
 KH0377  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 KH0377
 KH0377  VERT ORDER  -  SECOND    CLASS 0
 KH0377
 KH0377.The horizontal coordinates were scaled from a topographic map and have
 KH0377.an estimated accuracy of +/- 6 seconds.
 KH0377
 KH0377.The orthometric height was determined by differential leveling
 KH0377.and adjusted by the National Geodetic Survey in June 1991..
 KH0377
 KH0377.The geoid height was determined by GEOID03.
 KH0377
 KH0377.The dynamic height is computed by dividing the NAVD 88
 KH0377.geopotential number by the normal gravity value computed on the
 KH0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0377.degrees latitude (g = 980.6199 gals.).
 KH0377
 KH0377.The modeled gravity was interpolated from observed gravity values.
 KH0377
 KH0377;                    North         East    Units  Estimated Accuracy
 KH0377;SPC KS N     -   120,530.      138,920.      MT  (+/- 180 meters Scaled)
 KH0377
 KH0377                          SUPERSEDED SURVEY CONTROL
 KH0377
 KH0377  NGVD 29 (??/??/92)  970.930  (m)         3185.46   (f) ADJ UNCH    2 0
 KH0377
 KH0377.Superseded values are not recommended for survey control.
 KH0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0377.See file dsdata.txt to determine how the superseded data were derived.
 KH0377
 KH0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ250608(NAD 83)
 KH0377_MARKER: DB = BENCH MARK DISK
 KH0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0377_STAMPING: K 77 1934
 KH0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0377+STABILITY: SURFACE MOTION
 KH0377
 KH0377  HISTORY     - Date     Condition        Report By
 KH0377  HISTORY     - 1934     MONUMENTED       CGS
 KH0377  HISTORY     - 1967     MARK NOT FOUND   USGS
 KH0377
 KH0377                          STATION DESCRIPTION
 KH0377
 KH0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0377'1.6 MI SE FROM COLBY.
 KH0377'ABOUT 1.6 MILES SOUTHEAST OF AND ALONG THE UNION PACIFIC RAILROAD
 KH0377'FROM COLBY, THOMAS COUNTY, ABOUT 0.5 MILE NORTHWEST OF MILEPOST
 KH0377'205, 48 FEET NORTHWEST OF A RAILROAD CROSSING, 45 FEET NORTHEAST
 KH0377'OF THE CENTER LINE OF THE TRACK, AND 7 FEET SOUTHWEST OF THE
 KH0377'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 77 1934 AND SET
 KH0377'IN THE TOP OF A CONCRETE POST.
 KH0377
 KH0377                          STATION RECOVERY (1967)
 KH0377
 KH0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 KH0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0186 ***********************************************************************
 HH0186  DESIGNATION -  K 8
 HH0186  PID         -  HH0186
 HH0186  STATE/COUNTY-  KS/HASKELL
 HH0186  USGS QUAD   -  SUBLETTE (1977)
 HH0186
 HH0186                         *CURRENT SURVEY CONTROL
 HH0186  ___________________________________________________________________
 HH0186* NAD 83(1986)-  37 23 16.     (N)    100 52 11.     (W)     SCALED    
 HH0186* NAVD 88     -       883.554  (meters)    2898.79   (feet)  ADJUSTED  
 HH0186  ___________________________________________________________________
 HH0186  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 HH0186  DYNAMIC HT  -         882.717 (meters)    2896.05  (feet)  COMP
 HH0186  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 HH0186
 HH0186  VERT ORDER  -  FIRST     CLASS II
 HH0186
 HH0186.The horizontal coordinates were scaled from a topographic map and have
 HH0186.an estimated accuracy of +/- 6 seconds.
 HH0186
 HH0186.The orthometric height was determined by differential leveling
 HH0186.and adjusted by the National Geodetic Survey in June 1991..
 HH0186
 HH0186.The geoid height was determined by GEOID03.
 HH0186
 HH0186.The dynamic height is computed by dividing the NAVD 88
 HH0186.geopotential number by the normal gravity value computed on the
 HH0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0186.degrees latitude (g = 980.6199 gals.).
 HH0186
 HH0186.The modeled gravity was interpolated from observed gravity values.
 HH0186
 HH0186;                    North         East    Units  Estimated Accuracy
 HH0186;SPC KS S     -   482,700.      190,170.      MT  (+/- 180 meters Scaled)
 HH0186
 HH0186                          SUPERSEDED SURVEY CONTROL
 HH0186
 HH0186  NGVD 29 (??/??/92)  883.189  (m)         2897.60   (f) ADJ UNCH    1 2
 HH0186
 HH0186.Superseded values are not recommended for survey control.
 HH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0186.See file dsdata.txt to determine how the superseded data were derived.
 HH0186
 HH0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG344395(NAD 83)
 HH0186_MARKER: DB = BENCH MARK DISK
 HH0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0186_STAMPING: K 8 1933
 HH0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0186+STABILITY: SURFACE MOTION
 HH0186
 HH0186  HISTORY     - Date     Condition        Report By
 HH0186  HISTORY     - 1933     MONUMENTED       CGS
 HH0186  HISTORY     - 1933     GOOD             NGS
 HH0186  HISTORY     - 1967     MARK NOT FOUND   USGS
 HH0186
 HH0186                          STATION DESCRIPTION
 HH0186
 HH0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HH0186'25.9 MI N FROM LIBERAL.
 HH0186'IN HASKELL COUNTY, ABOUT 25.9 MILES NORTH ALONG U.S. HIGHWAY
 HH0186'83 FROM THE CITY HALL AT LIBERAL, SEWARD COUNTY, ABOUT 6.0 MILES
 HH0186'SOUTH OF THE INTERSECTION OF STATE HIGHWAY 45, AT THE HASKELL-SEWARD
 HH0186'COUNTY LINE, 39 FEET NORTH OF AN EAST-AND-WEST COUNTY ROAD, AND
 HH0186'48 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 HH0186'STAMPED K 8 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HH0186
 HH0186                          STATION RECOVERY (1967)
 HH0186
 HH0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HH0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0457 ***********************************************************************
 KH0457  DESIGNATION -  K 80
 KH0457  PID         -  KH0457
 KH0457  STATE/COUNTY-  KS/SHERMAN
 KH0457  USGS QUAD   -  WILD HORSE DRAW (1979)
 KH0457
 KH0457                         *CURRENT SURVEY CONTROL
 KH0457  ___________________________________________________________________
 KH0457* NAD 83(1986)-  39 11 28.     (N)    101 43 36.     (W)     SCALED    
 KH0457* NAVD 88     -      1089.156  (meters)    3573.34   (feet)  ADJUSTED  
 KH0457  ___________________________________________________________________
 KH0457  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 KH0457  DYNAMIC HT  -        1088.223 (meters)    3570.28  (feet)  COMP
 KH0457  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 KH0457
 KH0457  VERT ORDER  -  SECOND    CLASS 0
 KH0457
 KH0457.The horizontal coordinates were scaled from a topographic map and have
 KH0457.an estimated accuracy of +/- 6 seconds.
 KH0457
 KH0457.The orthometric height was determined by differential leveling
 KH0457.and adjusted by the National Geodetic Survey in June 1991..
 KH0457
 KH0457.The geoid height was determined by GEOID03.
 KH0457
 KH0457.The dynamic height is computed by dividing the NAVD 88
 KH0457.geopotential number by the normal gravity value computed on the
 KH0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0457.degrees latitude (g = 980.6199 gals.).
 KH0457
 KH0457.The modeled gravity was interpolated from observed gravity values.
 KH0457
 KH0457;                    North         East    Units  Estimated Accuracy
 KH0457;SPC KS N     -   101,850.       78,150.      MT  (+/- 180 meters Scaled)
 KH0457
 KH0457                          SUPERSEDED SURVEY CONTROL
 KH0457
 KH0457  NGVD 29 (??/??/92) 1088.698  (m)         3571.84   (f) ADJ UNCH    2 0
 KH0457
 KH0457.Superseded values are not recommended for survey control.
 KH0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0457.See file dsdata.txt to determine how the superseded data were derived.
 KH0457
 KH0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ645415(NAD 83)
 KH0457_MARKER: DB = BENCH MARK DISK
 KH0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0457_STAMPING: K 80 1935
 KH0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0457+STABILITY: SURFACE MOTION
 KH0457
 KH0457  HISTORY     - Date     Condition        Report By
 KH0457  HISTORY     - 1935     MONUMENTED       CGS
 KH0457  HISTORY     - 1940     GOOD             NGS
 KH0457
 KH0457                          STATION DESCRIPTION
 KH0457
 KH0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0457'11 MI S FROM GOODLAND.
 KH0457'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0457'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0457'PARALLELING THE RAILROAD TRACKS, GO 0.7 MILE, TURN LEFT (SOUTH)
 KH0457'ACROSS TRACKS ONTO A SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0457'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 9.2 MILES, AT POINT
 KH0457'WHERE HIGHWAY ANGLES TO SOUTHEAST, CONTINUE STRAIGHT AHEAD ONTO
 KH0457'SECTION LINE ROAD, GO 1.8 MILES.  BENCH MARK IS 0.4 MILE SOUTH
 KH0457'OF MAIN CHANNEL OF THE NORTH FORK OF SMOKY HILL RIVER, AT
 KH0457'CROSS-INTERSECTION OF NORTH-SOUTH SECTION ROAD WITH AN EAST-WEST
 KH0457'SECTION ROAD, 0.2 MILE WEST OF INTERSECTION OF THE HIGHWAY WITH
 KH0457'THE EAST-WEST SECTION ROAD, 62 FEET SOUTHWEST OF CENTER LINE OF
 KH0457'NORTH-SOUTH SECTION ROAD, 27 FEET SOUTH OF CENTER LINE OF
 KH0457'EAST-WEST ROAD, 2.4 FEET EAST OF A 4 X 4 INCH WOODEN POST
 KH0457'PAINTED WHITE PROJECTING 2.0 FEET.  A STD. DISK B M IN
 KH0457'CAST-IN-PLACE CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0324 ***********************************************************************
 KH0324  DESIGNATION -  K 81
 KH0324  PID         -  KH0324
 KH0324  STATE/COUNTY-  KS/THOMAS
 KH0324  USGS QUAD   -  BREWSTER SE (1966)
 KH0324
 KH0324                         *CURRENT SURVEY CONTROL
 KH0324  ___________________________________________________________________
 KH0324* NAD 83(1986)-  39 21 59.     (N)    101 20 05.     (W)     SCALED    
 KH0324* NAVD 88     -      1031.544  (meters)    3384.32   (feet)  ADJUSTED  
 KH0324  ___________________________________________________________________
 KH0324  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 KH0324  DYNAMIC HT  -        1030.708 (meters)    3381.58  (feet)  COMP
 KH0324  MODELED GRAV-     979,780.5   (mgal)                       NAVD 88
 KH0324
 KH0324  VERT ORDER  -  SECOND    CLASS 0
 KH0324
 KH0324.The horizontal coordinates were scaled from a topographic map and have
 KH0324.an estimated accuracy of +/- 6 seconds.
 KH0324
 KH0324.The orthometric height was determined by differential leveling
 KH0324.and adjusted by the National Geodetic Survey in June 1991..
 KH0324
 KH0324.The geoid height was determined by GEOID03.
 KH0324
 KH0324.The dynamic height is computed by dividing the NAVD 88
 KH0324.geopotential number by the normal gravity value computed on the
 KH0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0324.degrees latitude (g = 980.6199 gals.).
 KH0324
 KH0324.The modeled gravity was interpolated from observed gravity values.
 KH0324
 KH0324;                    North         East    Units  Estimated Accuracy
 KH0324;SPC KS N     -   119,970.      112,700.      MT  (+/- 180 meters Scaled)
 KH0324
 KH0324                          SUPERSEDED SURVEY CONTROL
 KH0324
 KH0324  NGVD 29 (??/??/92) 1031.141  (m)         3383.00   (f) ADJ UNCH    2 0
 KH0324
 KH0324.Superseded values are not recommended for survey control.
 KH0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0324.See file dsdata.txt to determine how the superseded data were derived.
 KH0324
 KH0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ988600(NAD 83)
 KH0324_MARKER: DB = BENCH MARK DISK
 KH0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0324_STAMPING: K 81 1935
 KH0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0324+STABILITY: SURFACE MOTION
 KH0324
 KH0324  HISTORY     - Date     Condition        Report By
 KH0324  HISTORY     - 1935     MONUMENTED       CGS
 KH0324  HISTORY     - 1942     GOOD             NGS
 KH0324
 KH0324                          STATION DESCRIPTION
 KH0324
 KH0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0324'2.4 MI E FROM BREWSTER.
 KH0324'2.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0324'RAILROAD FROM THE STATION AT BREWSTER, THOMAS COUNTY, 1-1/2
 KH0324'POLES EAST OF MILE POLE 403/20, AT A NORTH-AND-SOUTH ROAD
 KH0324'CROSSING 50 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 40 FEET
 KH0324'WEST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT NORTH AND
 KH0324'1.5 FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 KH0324'K 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KH0324
 KH0324                          STATION RECOVERY (1942)
 KH0324
 KH0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0411 ***********************************************************************
 KH0411  DESIGNATION -  K 82
 KH0411  PID         -  KH0411
 KH0411  STATE/COUNTY-  KS/SHERMAN
 KH0411  USGS QUAD   -  RULETON SE (1974)
 KH0411
 KH0411                         *CURRENT SURVEY CONTROL
 KH0411  ___________________________________________________________________
 KH0411* NAD 83(1986)-  39 20 25.     (N)    101 45 47.     (W)     SCALED    
 KH0411* NAVD 88     -      1131.840  (meters)    3713.38   (feet)  ADJUSTED  
 KH0411  ___________________________________________________________________
 KH0411  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 KH0411  DYNAMIC HT  -        1130.886 (meters)    3710.25  (feet)  COMP
 KH0411  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 KH0411
 KH0411  VERT ORDER  -  SECOND    CLASS 0
 KH0411
 KH0411.The horizontal coordinates were scaled from a topographic map and have
 KH0411.an estimated accuracy of +/- 6 seconds.
 KH0411
 KH0411.The orthometric height was determined by differential leveling
 KH0411.and adjusted by the National Geodetic Survey in June 1991..
 KH0411
 KH0411.The geoid height was determined by GEOID03.
 KH0411
 KH0411.The dynamic height is computed by dividing the NAVD 88
 KH0411.geopotential number by the normal gravity value computed on the
 KH0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0411.degrees latitude (g = 980.6199 gals.).
 KH0411
 KH0411.The modeled gravity was interpolated from observed gravity values.
 KH0411
 KH0411;                    North         East    Units  Estimated Accuracy
 KH0411;SPC KS N     -   118,520.       75,690.      MT  (+/- 180 meters Scaled)
 KH0411
 KH0411                          SUPERSEDED SURVEY CONTROL
 KH0411
 KH0411  NGVD 29 (??/??/92) 1131.380  (m)         3711.87   (f) ADJ UNCH    2 0
 KH0411
 KH0411.Superseded values are not recommended for survey control.
 KH0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0411.See file dsdata.txt to determine how the superseded data were derived.
 KH0411
 KH0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ618581(NAD 83)
 KH0411_MARKER: DB = BENCH MARK DISK
 KH0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0411_STAMPING: K 82 1935
 KH0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0411+STABILITY: SURFACE MOTION
 KH0411
 KH0411  HISTORY     - Date     Condition        Report By
 KH0411  HISTORY     - 1935     MONUMENTED       CGS
 KH0411
 KH0411                          STATION DESCRIPTION
 KH0411
 KH0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0411'2.5 MI W FROM GOODLAND.
 KH0411'2.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0411'RAILROAD FROM THE STATION AT GOODLAND, SHERMAN COUNTY, 75 FEET
 KH0411'SOUTH OF MILE POLE 426/20, AT A ROAD CROSSING, 160 FEET EAST OF
 KH0411'THE CENTER LINE OF THE ROAD, 48 FEET SOUTH OF THE CENTER LINE
 KH0411'OF THE TRACK, AND 1.5 FEET NORTH OF A FENCE.  A STANDARD DISK,
 KH0411'STAMPED K 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0301 ***********************************************************************
 JH0301  DESIGNATION -  K 83
 JH0301  PID         -  JH0301
 JH0301  STATE/COUNTY-  KS/GREELEY
 JH0301  USGS QUAD   -  TRIBUNE (1970)
 JH0301
 JH0301                         *CURRENT SURVEY CONTROL
 JH0301  ___________________________________________________________________
 JH0301* NAD 83(1986)-  38 28 15.     (N)    101 46 29.     (W)     SCALED    
 JH0301* NAVD 88     -      1108.081  (meters)    3635.43   (feet)  ADJUSTED  
 JH0301  ___________________________________________________________________
 JH0301  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 JH0301  DYNAMIC HT  -        1107.081 (meters)    3632.15  (feet)  COMP
 JH0301  MODELED GRAV-     979,687.8   (mgal)                       NAVD 88
 JH0301
 JH0301  VERT ORDER  -  SECOND    CLASS 0
 JH0301
 JH0301.The horizontal coordinates were scaled from a topographic map and have
 JH0301.an estimated accuracy of +/- 6 seconds.
 JH0301
 JH0301.The orthometric height was determined by differential leveling
 JH0301.and adjusted by the National Geodetic Survey in June 1991..
 JH0301
 JH0301.The geoid height was determined by GEOID03.
 JH0301
 JH0301.The dynamic height is computed by dividing the NAVD 88
 JH0301.geopotential number by the normal gravity value computed on the
 JH0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0301.degrees latitude (g = 980.6199 gals.).
 JH0301
 JH0301.The modeled gravity was interpolated from observed gravity values.
 JH0301
 JH0301;                    North         East    Units  Estimated Accuracy
 JH0301;SPC KS S     -   605,260.      114,290.      MT  (+/- 180 meters Scaled)
 JH0301
 JH0301                          SUPERSEDED SURVEY CONTROL
 JH0301
 JH0301  NGVD 29 (??/??/92) 1107.631  (m)         3633.95   (f) ADJ UNCH    2 0
 JH0301
 JH0301.Superseded values are not recommended for survey control.
 JH0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0301.See file dsdata.txt to determine how the superseded data were derived.
 JH0301
 JH0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH579617(NAD 83)
 JH0301_MARKER: DB = BENCH MARK DISK
 JH0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0301_STAMPING: K 83 1935
 JH0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0301+STABILITY: SURFACE MOTION
 JH0301
 JH0301  HISTORY     - Date     Condition        Report By
 JH0301  HISTORY     - 1935     MONUMENTED       CGS
 JH0301
 JH0301                          STATION DESCRIPTION
 JH0301
 JH0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JH0301'1.2 MI E FROM HORACE.
 JH0301'1.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JH0301'WATER TANK AT HORACE, GREELEY COUNTY, 21 FEET EAST OF MILEPOST
 JH0301'730, 46 FEET NORTH OF THE CENTERLINE OF THE TRACK, 37 FEET SOUTH
 JH0301'OF THE CENTERLINE OF A COUNTY ROAD, 1.6 FEET SOUTH OF A WIRE
 JH0301'FENCE, AND 2.4 FEET EAST OF A WHITE WOODEN WITNESS POST.  A
 JH0301'STANDARD DISK, STAMPED K 83 1935 AND SET IN THE TOP OF A CONCRETE
 JH0301'POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0546 ***********************************************************************
 HH0546  DESIGNATION -  K 84
 HH0546  PID         -  HH0546
 HH0546  STATE/COUNTY-  KS/STANTON
 HH0546  USGS QUAD   -  JOHNSON EAST (1978)
 HH0546
 HH0546                         *CURRENT SURVEY CONTROL
 HH0546  ___________________________________________________________________
 HH0546* NAD 83(1986)-  37 33 44.     (N)    101 44 53.     (W)     SCALED    
 HH0546* NAVD 88     -      1019.026  (meters)    3343.25   (feet)  ADJUSTED  
 HH0546  ___________________________________________________________________
 HH0546  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 HH0546  DYNAMIC HT  -        1018.043 (meters)    3340.03  (feet)  COMP
 HH0546  MODELED GRAV-     979,631.0   (mgal)                       NAVD 88
 HH0546
 HH0546  VERT ORDER  -  SECOND    CLASS 0
 HH0546
 HH0546.The horizontal coordinates were scaled from a topographic map and have
 HH0546.an estimated accuracy of +/- 6 seconds.
 HH0546
 HH0546.The orthometric height was determined by differential leveling
 HH0546.and adjusted by the National Geodetic Survey in June 1991..
 HH0546
 HH0546.The geoid height was determined by GEOID03.
 HH0546
 HH0546.The dynamic height is computed by dividing the NAVD 88
 HH0546.geopotential number by the normal gravity value computed on the
 HH0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0546.degrees latitude (g = 980.6199 gals.).
 HH0546
 HH0546.The modeled gravity was interpolated from observed gravity values.
 HH0546
 HH0546;                    North         East    Units  Estimated Accuracy
 HH0546;SPC KS S     -   504,390.      113,100.      MT  (+/- 180 meters Scaled)
 HH0546
 HH0546                          SUPERSEDED SURVEY CONTROL
 HH0546
 HH0546  NGVD 29 (??/??/92) 1018.611  (m)         3341.89   (f) ADJ UNCH    2 0
 HH0546
 HH0546.Superseded values are not recommended for survey control.
 HH0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0546.See file dsdata.txt to determine how the superseded data were derived.
 HH0546
 HH0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG572607(NAD 83)
 HH0546_MARKER: DB = BENCH MARK DISK
 HH0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0546_STAMPING: K 84 1935
 HH0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0546+STABILITY: SURFACE MOTION
 HH0546
 HH0546  HISTORY     - Date     Condition        Report By
 HH0546  HISTORY     - 1935     MONUMENTED       CGS
 HH0546  HISTORY     - 1947     GOOD             NGS
 HH0546
 HH0546                          STATION DESCRIPTION
 HH0546
 HH0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HH0546'0.4 MI E FROM JOHNSON.
 HH0546'0.4 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0546'FROM STATION AT JOHNSON, STANTON COUNTY, ONE POLE WEST OF
 HH0546'MILEPOST 45, AT A ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE
 HH0546'OF THE TRACK, AND 2 FEET SOUTH OF A TELEPHONE POLE.  A STANDARD
 HH0546'DISK, STAMPED K 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0114 ***********************************************************************
 HH0114  DESIGNATION -  K 85
 HH0114  PID         -  HH0114
 HH0114  STATE/COUNTY-  KS/HASKELL
 HH0114  USGS QUAD   -  SATANTA (1968)
 HH0114
 HH0114                         *CURRENT SURVEY CONTROL
 HH0114  ___________________________________________________________________
 HH0114* NAD 83(1986)-  37 27 45.     (N)    100 55 10.     (W)     SCALED    
 HH0114* NAVD 88     -       902.934  (meters)    2962.38   (feet)  ADJUSTED  
 HH0114  ___________________________________________________________________
 HH0114  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HH0114  DYNAMIC HT  -         902.082 (meters)    2959.58  (feet)  COMP
 HH0114  MODELED GRAV-     979,655.7   (mgal)                       NAVD 88
 HH0114
 HH0114  VERT ORDER  -  SECOND    CLASS 0
 HH0114
 HH0114.The horizontal coordinates were scaled from a topographic map and have
 HH0114.an estimated accuracy of +/- 6 seconds.
 HH0114
 HH0114.The orthometric height was determined by differential leveling
 HH0114.and adjusted by the National Geodetic Survey in June 1991..
 HH0114
 HH0114.The geoid height was determined by GEOID03.
 HH0114
 HH0114.The dynamic height is computed by dividing the NAVD 88
 HH0114.geopotential number by the normal gravity value computed on the
 HH0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0114.degrees latitude (g = 980.6199 gals.).
 HH0114
 HH0114.The modeled gravity was interpolated from observed gravity values.
 HH0114
 HH0114;                    North         East    Units  Estimated Accuracy
 HH0114;SPC KS S     -   491,100.      185,980.      MT  (+/- 180 meters Scaled)
 HH0114
 HH0114                          SUPERSEDED SURVEY CONTROL
 HH0114
 HH0114  NGVD 29 (??/??/92)  902.560  (m)         2961.15   (f) ADJ UNCH    2 0
 HH0114
 HH0114.Superseded values are not recommended for survey control.
 HH0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0114.See file dsdata.txt to determine how the superseded data were derived.
 HH0114
 HH0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG302479(NAD 83)
 HH0114_MARKER: DB = BENCH MARK DISK
 HH0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0114_STAMPING: K 85 1935
 HH0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0114+STABILITY: SURFACE MOTION
 HH0114
 HH0114  HISTORY     - Date     Condition        Report By
 HH0114  HISTORY     - 1935     MONUMENTED       CGS
 HH0114  HISTORY     - 1940     GOOD             NGS
 HH0114
 HH0114                          STATION DESCRIPTION
 HH0114
 HH0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HH0114'4.1 MI NE FROM SATANTA.
 HH0114'4.1 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0114'RAILWAY FROM THE STATION AT SATANTA, HASKELL COUNTY, 7.3 FEET
 HH0114'SOUTHEAST OF MILEPOST 54, 47.5 FEET SOUTH OF THE CENTERLINE
 HH0114'OF THE TRACK, 34 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 HH0114'45, AND 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 HH0114'DISK, STAMPED K 85 1935 AND SET IN THE TOP OF A CONCRETE POST
 HH0114'PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0343 ***********************************************************************
 HH0343  DESIGNATION -  K 86
 HH0343  PID         -  HH0343
 HH0343  STATE/COUNTY-  KS/STEVENS
 HH0343  USGS QUAD   -  HUGOTON (1974)
 HH0343
 HH0343                         *CURRENT SURVEY CONTROL
 HH0343  ___________________________________________________________________
 HH0343* NAD 83(1986)-  37 10 12.     (N)    101 19 15.     (W)     SCALED    
 HH0343* NAVD 88     -       942.804  (meters)    3093.18   (feet)  ADJUSTED  
 HH0343  ___________________________________________________________________
 HH0343  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HH0343  DYNAMIC HT  -         941.868 (meters)    3090.11  (feet)  COMP
 HH0343  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 HH0343
 HH0343  VERT ORDER  -  SECOND    CLASS 0
 HH0343
 HH0343.The horizontal coordinates were scaled from a topographic map and have
 HH0343.an estimated accuracy of +/- 6 seconds.
 HH0343
 HH0343.The orthometric height was determined by differential leveling
 HH0343.and adjusted by the National Geodetic Survey in June 1991..
 HH0343
 HH0343.The geoid height was determined by GEOID03.
 HH0343
 HH0343.The dynamic height is computed by dividing the NAVD 88
 HH0343.geopotential number by the normal gravity value computed on the
 HH0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0343.degrees latitude (g = 980.6199 gals.).
 HH0343
 HH0343.The modeled gravity was interpolated from observed gravity values.
 HH0343
 HH0343;                    North         East    Units  Estimated Accuracy
 HH0343;SPC KS S     -   459,650.      149,510.      MT  (+/- 180 meters Scaled)
 HH0343
 HH0343                          SUPERSEDED SURVEY CONTROL
 HH0343
 HH0343  NGVD 29 (??/??/92)  942.393  (m)         3091.83   (f) ADJ UNCH    2 0
 HH0343
 HH0343.Superseded values are not recommended for survey control.
 HH0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0343.See file dsdata.txt to determine how the superseded data were derived.
 HH0343
 HH0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG939162(NAD 83)
 HH0343_MARKER: DB = BENCH MARK DISK
 HH0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0343_STAMPING: K 86 1935
 HH0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0343+STABILITY: SURFACE MOTION
 HH0343
 HH0343  HISTORY     - Date     Condition        Report By
 HH0343  HISTORY     - 1935     MONUMENTED       CGS
 HH0343  HISTORY     - 1968     MARK NOT FOUND   NGS
 HH0343
 HH0343                          STATION DESCRIPTION
 HH0343
 HH0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0343'2 MI E FROM HUGOTON.
 HH0343'2.0 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE COUNTY COURTHOUSE
 HH0343'AT HUGOTON, STEVENS COUNTY, AT THE JUNCTION OF A ROAD LEADING
 HH0343'SOUTH, 75 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 49 FEET
 HH0343'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A POLE,
 HH0343'AND 1 FOOT SOUTH AND 4 FEET WEST OF A FENCE CORNER.  A STANDARD
 HH0343'DISK, STAMPED K 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HH0343
 HH0343                          STATION RECOVERY (1968)
 HH0343
 HH0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HH0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0398 ***********************************************************************
 HH0398  DESIGNATION -  K 87
 HH0398  PID         -  HH0398
 HH0398  STATE/COUNTY-  KS/MORTON
 HH0398  USGS QUAD   -  ROLLA NW (1973)
 HH0398
 HH0398                         *CURRENT SURVEY CONTROL
 HH0398  ___________________________________________________________________
 HH0398* NAD 83(1986)-  37 14 36.     (N)    101 38 48.     (W)     SCALED    
 HH0398* NAVD 88     -      1007.749  (meters)    3306.26   (feet)  ADJUSTED  
 HH0398  ___________________________________________________________________
 HH0398  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 HH0398  DYNAMIC HT  -        1006.743 (meters)    3302.96  (feet)  COMP
 HH0398  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 HH0398
 HH0398  VERT ORDER  -  SECOND    CLASS 0
 HH0398
 HH0398.The horizontal coordinates were scaled from a topographic map and have
 HH0398.an estimated accuracy of +/- 6 seconds.
 HH0398
 HH0398.The orthometric height was determined by differential leveling
 HH0398.and adjusted by the National Geodetic Survey in June 1991..
 HH0398
 HH0398.The geoid height was determined by GEOID03.
 HH0398
 HH0398.The dynamic height is computed by dividing the NAVD 88
 HH0398.geopotential number by the normal gravity value computed on the
 HH0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0398.degrees latitude (g = 980.6199 gals.).
 HH0398
 HH0398.The modeled gravity was interpolated from observed gravity values.
 HH0398
 HH0398;                    North         East    Units  Estimated Accuracy
 HH0398;SPC KS S     -   468,710.      120,860.      MT  (+/- 180 meters Scaled)
 HH0398
 HH0398                          SUPERSEDED SURVEY CONTROL
 HH0398
 HH0398  NGVD 29 (??/??/92) 1007.319  (m)         3304.85   (f) ADJ UNCH    2 0
 HH0398
 HH0398.Superseded values are not recommended for survey control.
 HH0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0398.See file dsdata.txt to determine how the superseded data were derived.
 HH0398
 HH0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG652251(NAD 83)
 HH0398_MARKER: DB = BENCH MARK DISK
 HH0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0398_STAMPING: K 87 1935
 HH0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0398+STABILITY: SURFACE MOTION
 HH0398
 HH0398  HISTORY     - Date     Condition        Report By
 HH0398  HISTORY     - 1935     MONUMENTED       CGS
 HH0398
 HH0398                          STATION DESCRIPTION
 HH0398
 HH0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0398'9 MI SE FROM RICHFIELD.
 HH0398'9.0 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM RICHFIELD,
 HH0398'MORTON COUNTY, AT A ROAD INTERSECTION, 39 FEET WEST OF THE
 HH0398'CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE
 HH0398'OF THE ROAD, AND 2 FEET EAST OF A POLE.  A STANDARD DISK,
 HH0398'STAMPED K 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0430 ***********************************************************************
 HH0430  DESIGNATION -  K 88
 HH0430  PID         -  HH0430
 HH0430  STATE/COUNTY-  KS/MORTON
 HH0430  USGS QUAD   -  ELKHART NW (1973)
 HH0430
 HH0430                         *CURRENT SURVEY CONTROL
 HH0430  ___________________________________________________________________
 HH0430* NAD 83(1986)-  37 08 29.     (N)    101 56 09.     (W)     SCALED    
 HH0430* NAVD 88     -      1089.322  (meters)    3573.88   (feet)  ADJUSTED  
 HH0430  ___________________________________________________________________
 HH0430  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 HH0430  DYNAMIC HT  -        1088.216 (meters)    3570.26  (feet)  COMP
 HH0430  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 HH0430
 HH0430  VERT ORDER  -  SECOND    CLASS 0
 HH0430
 HH0430.The horizontal coordinates were scaled from a topographic map and have
 HH0430.an estimated accuracy of +/- 6 seconds.
 HH0430
 HH0430.The orthometric height was determined by differential leveling
 HH0430.and adjusted by the National Geodetic Survey in June 1991..
 HH0430
 HH0430.The geoid height was determined by GEOID03.
 HH0430
 HH0430.The dynamic height is computed by dividing the NAVD 88
 HH0430.geopotential number by the normal gravity value computed on the
 HH0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0430.degrees latitude (g = 980.6199 gals.).
 HH0430
 HH0430.The modeled gravity was interpolated from observed gravity values.
 HH0430
 HH0430;                    North         East    Units  Estimated Accuracy
 HH0430;SPC KS S     -   458,310.       94,800.      MT  (+/- 180 meters Scaled)
 HH0430
 HH0430                          SUPERSEDED SURVEY CONTROL
 HH0430
 HH0430  NGVD 29 (??/??/92) 1088.874  (m)         3572.41   (f) ADJ UNCH    2 0
 HH0430
 HH0430.Superseded values are not recommended for survey control.
 HH0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0430.See file dsdata.txt to determine how the superseded data were derived.
 HH0430
 HH0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG392145(NAD 83)
 HH0430_MARKER: DB = BENCH MARK DISK
 HH0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0430_STAMPING: K 88 1935
 HH0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0430+STABILITY: SURFACE MOTION
 HH0430
 HH0430  HISTORY     - Date     Condition        Report By
 HH0430  HISTORY     - 1935     MONUMENTED       CGS
 HH0430
 HH0430                          STATION DESCRIPTION
 HH0430
 HH0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0430'16.7 MI SW FROM RICHFIELD.
 HH0430'16.7 MILES SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 51
 HH0430'FROM RICHFIELD, MORTON COUNTY, AT THE JUNCTION OF A ROAD
 HH0430'LEADING NORTH, 50 FEET NORTH OF THE CENTER LINE OF THE OLD
 HH0430'HIGHWAY, AND 27 FEET WEST OF THE CENTER LINE OF THE ROAD.  A
 HH0430'STANDARD DISK, STAMPED K 88 1935 AND SET IN THE TOP OF A
 HH0430'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0485 ***********************************************************************
 HH0485  DESIGNATION -  K 89
 HH0485  PID         -  HH0485
 HH0485  STATE/COUNTY-  KS/STANTON
 HH0485  USGS QUAD   -  JOHNSON WEST (1973)
 HH0485
 HH0485                         *CURRENT SURVEY CONTROL
 HH0485  ___________________________________________________________________
 HH0485* NAD 83(1986)-  37 32 02.     (N)    101 45 42.     (W)     SCALED    
 HH0485* NAVD 88     -      1023.576  (meters)    3358.18   (feet)  ADJUSTED  
 HH0485  ___________________________________________________________________
 HH0485  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 HH0485  DYNAMIC HT  -        1022.585 (meters)    3354.93  (feet)  COMP
 HH0485  MODELED GRAV-     979,627.3   (mgal)                       NAVD 88
 HH0485
 HH0485  VERT ORDER  -  SECOND    CLASS 0
 HH0485
 HH0485.The horizontal coordinates were scaled from a topographic map and have
 HH0485.an estimated accuracy of +/- 6 seconds.
 HH0485
 HH0485.The orthometric height was determined by differential leveling
 HH0485.and adjusted by the National Geodetic Survey in June 1991..
 HH0485
 HH0485.The geoid height was determined by GEOID03.
 HH0485
 HH0485.The dynamic height is computed by dividing the NAVD 88
 HH0485.geopotential number by the normal gravity value computed on the
 HH0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0485.degrees latitude (g = 980.6199 gals.).
 HH0485
 HH0485.The modeled gravity was interpolated from observed gravity values.
 HH0485
 HH0485;                    North         East    Units  Estimated Accuracy
 HH0485;SPC KS S     -   501,290.      111,790.      MT  (+/- 180 meters Scaled)
 HH0485
 HH0485                          SUPERSEDED SURVEY CONTROL
 HH0485
 HH0485  NGVD 29 (??/??/92) 1023.159  (m)         3356.81   (f) ADJ UNCH    2 0
 HH0485
 HH0485.Superseded values are not recommended for survey control.
 HH0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0485.See file dsdata.txt to determine how the superseded data were derived.
 HH0485
 HH0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG559576(NAD 83)
 HH0485_MARKER: DB = BENCH MARK DISK
 HH0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0485_STAMPING: K 89 1935
 HH0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0485+STABILITY: SURFACE MOTION
 HH0485
 HH0485  HISTORY     - Date     Condition        Report By
 HH0485  HISTORY     - 1935     MONUMENTED       CGS
 HH0485  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0485
 HH0485                          STATION DESCRIPTION
 HH0485
 HH0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0485'0.4 MI W FROM JOHNSON.
 HH0485'0.4 MILE WEST ALONG A GRAVEL ROAD FROM THE ATCHISON, TOPEKA AND
 HH0485'SANTA FE RAILWAY STATION AT JOHNSON, STANTON COUNTY, THENCE
 HH0485'2.0 MILES SOUTH ALONG STATE HIGHWAY 27, AT THE INTERSECTION
 HH0485'OF AN EAST-AND-WEST ROAD, 51 FEET EAST OF THE CENTERLINE OF
 HH0485'THE HIGHWAY, 29 FEET NORTH OF THE CENTERLINE OF THE ROAD, 2
 HH0485'FEET SOUTH OF A FENCE CORNER, AND 0.3 FOOT BELOW THE GROUND.
 HH0485'A STANDARD DISK, STAMPED K 89 1935 AND SET IN THE TOP OF A
 HH0485'CONCRETE POST.
 HH0485
 HH0485                          STATION RECOVERY (1973)
 HH0485
 HH0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0097 ***********************************************************************
 JH0097  DESIGNATION -  K 9
 JH0097  PID         -  JH0097
 JH0097  STATE/COUNTY-  KS/LOGAN
 JH0097  USGS QUAD   -  ELKADER (1974)
 JH0097
 JH0097                         *CURRENT SURVEY CONTROL
 JH0097  ___________________________________________________________________
 JH0097* NAD 83(1986)-  38 49 47.     (N)    100 51 17.     (W)     SCALED    
 JH0097* NAVD 88     -       860.508  (meters)    2823.18   (feet)  ADJUSTED  
 JH0097  ___________________________________________________________________
 JH0097  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 JH0097  DYNAMIC HT  -         859.823 (meters)    2820.94  (feet)  COMP
 JH0097  MODELED GRAV-     979,802.7   (mgal)                       NAVD 88
 JH0097
 JH0097  VERT ORDER  -  FIRST     CLASS II
 JH0097
 JH0097.The horizontal coordinates were scaled from a topographic map and have
 JH0097.an estimated accuracy of +/- 6 seconds.
 JH0097
 JH0097.The orthometric height was determined by differential leveling
 JH0097.and adjusted by the National Geodetic Survey in June 1991..
 JH0097
 JH0097.The geoid height was determined by GEOID03.
 JH0097
 JH0097.The dynamic height is computed by dividing the NAVD 88
 JH0097.geopotential number by the normal gravity value computed on the
 JH0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0097.degrees latitude (g = 980.6199 gals.).
 JH0097
 JH0097.The modeled gravity was interpolated from observed gravity values.
 JH0097
 JH0097;                    North         East    Units  Estimated Accuracy
 JH0097;SPC KS N     -    59,010.      152,160.      MT  (+/- 180 meters Scaled)
 JH0097
 JH0097                          SUPERSEDED SURVEY CONTROL
 JH0097
 JH0097  NGVD 29 (02/14/92)  860.177  (m)         2822.10   (f) ADJUSTED    1 2
 JH0097
 JH0097.Superseded values are not recommended for survey control.
 JH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0097.See file dsdata.txt to determine how the superseded data were derived.
 JH0097
 JH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH390995(NAD 83)
 JH0097_MARKER: DB = BENCH MARK DISK
 JH0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0097_SP_SET: CONCRETE POST
 JH0097_STAMPING: K 9 1933
 JH0097_MARK LOGO: CGS   
 JH0097_PROJECTION: PROJECTING 7 CENTIMETERS
 JH0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0097+STABILITY: SURFACE MOTION
 JH0097
 JH0097  HISTORY     - Date     Condition        Report By
 JH0097  HISTORY     - 1933     MONUMENTED       CGS
 JH0097  HISTORY     - 1986     GOOD             NGS
 JH0097
 JH0097                          STATION DESCRIPTION
 JH0097
 JH0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0097'2.5 MI N FROM ELKADER.
 JH0097'2.48 MILES NORTH OF ELKADER POST OFFICE 120 FEET SOUTHEAST OF
 JH0097'SOUTHEAST CORNER OF ELKADER SCHOOL, 48 FEET WEST OF CENTERLINE OF
 JH0097'HIGHWAY U.S. 83, 36 FEET NORTH OF SECTION LINE ROAD, ONE FOOT
 JH0097'WEST OF WOODEN FENCE AROUND SCHOOL YARD.  NOTE-- MARK IS 1 FT.
 JH0097'E OF THE FENCE, AND 20 FT. N OF THE N END OF A GATE.
 JH0097
 JH0097                          STATION RECOVERY (1986)
 JH0097
 JH0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0097'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  31.79 KM
 JH0097'(19.87 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US HIGHWAY
 JH0097'40 AT OAKLEY, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD,
 JH0097'0.49 KM (0.31 MI) NORTH OF MILEPOST 131, 14.9 METERS (49 FT) WEST OF
 JH0097'THE HIGHWAY CENTERLINE, 36.5 METERS (120 FT) EAST-SOUTHEAST OF THE
 JH0097'SOUTHEAST CORNER OF AN OLD SCHOOL HOUSE, 10.6 METERS (35 FT) NORTH OF
 JH0097'THE CENTER OF THE ROAD AND 9.4 METERS (31 FT) NORTHWEST OF THE NORTH
 JH0097'END OF A CONCRETE CULVERT.
 JH0097'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0097'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0538 ***********************************************************************
 HH0538  DESIGNATION -  K 90 RESET
 HH0538  PID         -  HH0538
 HH0538  STATE/COUNTY-  KS/HAMILTON
 HH0538  USGS QUAD   -  SYRACUSE WEST (1966)
 HH0538
 HH0538                         *CURRENT SURVEY CONTROL
 HH0538  ___________________________________________________________________
 HH0538* NAD 83(1986)-  37 56 54.     (N)    101 45 36.     (W)     SCALED    
 HH0538* NAVD 88     -       990.00   (meters)    3248.0    (feet)  RESET     
 HH0538  ___________________________________________________________________
 HH0538  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 HH0538
 HH0538  VERT ORDER  -  THIRD
 HH0538
 HH0538.The horizontal coordinates were scaled from a topographic map and have
 HH0538.an estimated accuracy of +/- 6 seconds.
 HH0538
 HH0538.The orthometric height was computed from unverified reset data.
 HH0538
 HH0538.The geoid height was determined by GEOID03.
 HH0538
 HH0538;                    North         East    Units  Estimated Accuracy
 HH0538;SPC KS S     -   547,250.      113,540.      MT  (+/- 180 meters Scaled)
 HH0538
 HH0538                          SUPERSEDED SURVEY CONTROL
 HH0538
 HH0538.No superseded survey control is available for this station.
 HH0538
 HH0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH574036(NAD 83)
 HH0538_MARKER: DB = BENCH MARK DISK
 HH0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0538_STAMPING: K 90 RESET 1965
 HH0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0538+STABILITY: SURFACE MOTION
 HH0538
 HH0538  HISTORY     - Date     Condition        Report By
 HH0538  HISTORY     - 1965     MONUMENTED       CGS
 HH0538
 HH0538                          STATION DESCRIPTION
 HH0538
 HH0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HH0538'2.2 MI S FROM SYRACUSE.
 HH0538'2.2 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE ATCHISON,
 HH0538'TOPEKA AND SANTA FE RAILWAY STATION AT SYRACUSE, 71 FEET WEST OF
 HH0538'THE CENTER LINE OF U.S. HIGHWAY 270, 2 FEET SOUTH OF A TELEPHONE
 HH0538'POLE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.  A STANDARD
 HH0538'DISK STAMPED K 90 RESET 1965, IS SET IN THE TOP OF A ROUND
 HH0538'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0226 ***********************************************************************
 HH0226  DESIGNATION -  K 91
 HH0226  PID         -  HH0226
 HH0226  STATE/COUNTY-  KS/KEARNY
 HH0226  USGS QUAD   -  LAKIN SE (1978)
 HH0226
 HH0226                         *CURRENT SURVEY CONTROL
 HH0226  ___________________________________________________________________
 HH0226* NAD 83(1986)-  37 47 37.     (N)    101 21 44.     (W)     SCALED    
 HH0226* NAVD 88     -       929.850  (meters)    3050.68   (feet)  ADJUSTED  
 HH0226  ___________________________________________________________________
 HH0226  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 HH0226  DYNAMIC HT  -         928.981 (meters)    3047.83  (feet)  COMP
 HH0226  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 HH0226
 HH0226  VERT ORDER  -  SECOND    CLASS 0
 HH0226
 HH0226.The horizontal coordinates were scaled from a topographic map and have
 HH0226.an estimated accuracy of +/- 6 seconds.
 HH0226
 HH0226.The orthometric height was determined by differential leveling
 HH0226.and adjusted by the National Geodetic Survey in June 1991..
 HH0226
 HH0226.The geoid height was determined by GEOID03.
 HH0226
 HH0226.The dynamic height is computed by dividing the NAVD 88
 HH0226.geopotential number by the normal gravity value computed on the
 HH0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0226.degrees latitude (g = 980.6199 gals.).
 HH0226
 HH0226.The modeled gravity was interpolated from observed gravity values.
 HH0226
 HH0226;                    North         East    Units  Estimated Accuracy
 HH0226;SPC KS S     -   528,940.      147,960.      MT  (+/- 180 meters Scaled)
 HH0226
 HH0226                          SUPERSEDED SURVEY CONTROL
 HH0226
 HH0226  NGVD 29 (??/??/92)  929.437  (m)         3049.33   (f) ADJ UNCH    2 0
 HH0226
 HH0226.Superseded values are not recommended for survey control.
 HH0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0226.See file dsdata.txt to determine how the superseded data were derived.
 HH0226
 HH0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG920855(NAD 83)
 HH0226_MARKER: DB = BENCH MARK DISK
 HH0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0226_STAMPING: K 91 1935
 HH0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0226+STABILITY: SURFACE MOTION
 HH0226
 HH0226  HISTORY     - Date     Condition        Report By
 HH0226  HISTORY     - 1935     MONUMENTED       CGS
 HH0226
 HH0226                          STATION DESCRIPTION
 HH0226
 HH0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0226'1.6 MI S FROM LAKIN.
 HH0226'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE ATCHISON,
 HH0226'TOPEKA AND SANTA FE RAILWAY STATION AT LAKIN, KEARNY COUNTY,
 HH0226'THENCE ABOUT 0.6 MILE WEST, 2.0 MILES SOUTH, 2.4 MILES WEST
 HH0226'AND 6.8 MILES SOUTH ALONG A GRAVEL ROAD (THE ABANDONED
 HH0226'RIGHT-OF-WAY OF STATE HIGHWAY 25), 34 FEET WEST OF THE CENTER
 HH0226'LINE OF THE HIGHWAY, 25 FEET NORTHWEST OF A SIGN, 1.0 FOOT
 HH0226'EAST OF A WIRE FENCE, AND 3.0 FEET NORTH OF A 4- BY 4-INCH
 HH0226'WHITE POST PROJECTING ABOUT 2.0 FEET ABOVE GROUND.  A STANDARD
 HH0226'DISK, STAMPED K 91 1935 AND SET IN THE TOP OF A CONCRETE POST
 HH0226'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0368 ***********************************************************************
 HH0368  DESIGNATION -  K 92
 HH0368  PID         -  HH0368
 HH0368  STATE/COUNTY-  KS/GRANT
 HH0368  USGS QUAD   -  WAGON BED SPRING (1974)
 HH0368
 HH0368                         *CURRENT SURVEY CONTROL
 HH0368  ___________________________________________________________________
 HH0368* NAD 83(1986)-  37 24 18.     (N)    101 21 12.     (W)     SCALED    
 HH0368* NAVD 88     -       913.803  (meters)    2998.04   (feet)  ADJUSTED  
 HH0368  ___________________________________________________________________
 HH0368  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 HH0368  DYNAMIC HT  -         912.926 (meters)    2995.16  (feet)  COMP
 HH0368  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 HH0368
 HH0368  VERT ORDER  -  SECOND    CLASS 0
 HH0368
 HH0368.The horizontal coordinates were scaled from a topographic map and have
 HH0368.an estimated accuracy of +/- 6 seconds.
 HH0368
 HH0368.The orthometric height was determined by differential leveling
 HH0368.and adjusted by the National Geodetic Survey in June 1991..
 HH0368
 HH0368.The geoid height was determined by GEOID03.
 HH0368
 HH0368.The dynamic height is computed by dividing the NAVD 88
 HH0368.geopotential number by the normal gravity value computed on the
 HH0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0368.degrees latitude (g = 980.6199 gals.).
 HH0368
 HH0368.The modeled gravity was interpolated from observed gravity values.
 HH0368
 HH0368;                    North         East    Units  Estimated Accuracy
 HH0368;SPC KS S     -   485,810.      147,420.      MT  (+/- 180 meters Scaled)
 HH0368
 HH0368                          SUPERSEDED SURVEY CONTROL
 HH0368
 HH0368  NGVD 29 (??/??/92)  913.405  (m)         2996.73   (f) ADJ UNCH    2 0
 HH0368
 HH0368.Superseded values are not recommended for survey control.
 HH0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0368.See file dsdata.txt to determine how the superseded data were derived.
 HH0368
 HH0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG917424(NAD 83)
 HH0368_MARKER: DB = BENCH MARK DISK
 HH0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0368_SP_SET: CULVERT
 HH0368_STAMPING: K 92 1935
 HH0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0368
 HH0368  HISTORY     - Date     Condition        Report By
 HH0368  HISTORY     - 1935     MONUMENTED       CGS
 HH0368
 HH0368                          STATION DESCRIPTION
 HH0368
 HH0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0368'12.2 MI S FROM ULYSSES.
 HH0368'ABOUT 12.2 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE HIGH
 HH0368'SCHOOL AT ULYSSES, GRANT COUNTY, ABOUT 0.2 MILE SOUTH OF THE
 HH0368'SOUTH END OF A CONCRETE BRIDGE OVER CIMARRON RIVER, 43 FEET
 HH0368'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING WEST,
 HH0368'38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17 FEET WEST OF
 HH0368'THE CENTER LINE OF THE HIGHWAY, AT A CONCRETE CULVERT, AND IN THE
 HH0368'CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL.  A STANDARD DISK,
 HH0368'STAMPED K 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0451 ***********************************************************************
 HH0451  DESIGNATION -  K 93
 HH0451  PID         -  HH0451
 HH0451  STATE/COUNTY-  KS/MORTON
 HH0451  USGS QUAD   -  ELKHART NORTH (1973)
 HH0451
 HH0451                         *CURRENT SURVEY CONTROL
 HH0451  ___________________________________________________________________
 HH0451* NAD 83(1986)-  37 07 07.     (N)    101 53 47.     (W)     SCALED    
 HH0451* NAVD 88     -      1036.023  (meters)    3399.02   (feet)  ADJUSTED  
 HH0451  ___________________________________________________________________
 HH0451  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 HH0451  DYNAMIC HT  -        1034.967 (meters)    3395.55  (feet)  COMP
 HH0451  MODELED GRAV-     979,576.6   (mgal)                       NAVD 88
 HH0451
 HH0451  VERT ORDER  -  SECOND    CLASS 0
 HH0451
 HH0451.The horizontal coordinates were scaled from a topographic map and have
 HH0451.an estimated accuracy of +/- 6 seconds.
 HH0451
 HH0451.The orthometric height was determined by differential leveling
 HH0451.and adjusted by the National Geodetic Survey in June 1991..
 HH0451
 HH0451.The geoid height was determined by GEOID03.
 HH0451
 HH0451.The dynamic height is computed by dividing the NAVD 88
 HH0451.geopotential number by the normal gravity value computed on the
 HH0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0451.degrees latitude (g = 980.6199 gals.).
 HH0451
 HH0451.The modeled gravity was interpolated from observed gravity values.
 HH0451
 HH0451;                    North         East    Units  Estimated Accuracy
 HH0451;SPC KS S     -   455,660.       98,210.      MT  (+/- 180 meters Scaled)
 HH0451
 HH0451                          SUPERSEDED SURVEY CONTROL
 HH0451
 HH0451  NGVD 29 (??/??/92) 1035.570  (m)         3397.53   (f) ADJ UNCH    2 0
 HH0451
 HH0451.Superseded values are not recommended for survey control.
 HH0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0451.See file dsdata.txt to determine how the superseded data were derived.
 HH0451
 HH0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG426119(NAD 83)
 HH0451_MARKER: DB = BENCH MARK DISK
 HH0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HH0451_SP_SET: BRIDGE
 HH0451_STAMPING: K 93 1935
 HH0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0451
 HH0451  HISTORY     - Date     Condition        Report By
 HH0451  HISTORY     - 1935     MONUMENTED       CGS
 HH0451
 HH0451                          STATION DESCRIPTION
 HH0451
 HH0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0451'7.9 MI N FROM ELKHART.
 HH0451'ABOUT 7.9 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE HIGH
 HH0451'SCHOOL AT ELKHART, MORTON COUNTY, AT THE STEEL GIRDER CIMARRON
 HH0451'RIVER BRIDGE, AT THE SOUTH ABUTMENT, AND IN THE TOP OF THE
 HH0451'SOUTHWEST END OF THE CURB RETURN OVER THE WEST WING WALL.  A
 HH0451'STANDARD DISK, STAMPED K 93 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0479 ***********************************************************************
 KH0479  DESIGNATION -  K 95
 KH0479  PID         -  KH0479
 KH0479  STATE/COUNTY-  KS/CHEYENNE
 KH0479  USGS QUAD   -  ST FRANCIS SW (1978)
 KH0479
 KH0479                         *CURRENT SURVEY CONTROL
 KH0479  ___________________________________________________________________
 KH0479* NAD 83(1986)-  39 45 26.     (N)    101 52 53.     (W)     SCALED    
 KH0479* NAVD 88     -      1064.414  (meters)    3492.16   (feet)  ADJUSTED  
 KH0479  ___________________________________________________________________
 KH0479  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 KH0479  DYNAMIC HT  -        1063.583 (meters)    3489.44  (feet)  COMP
 KH0479  MODELED GRAV-     979,809.1   (mgal)                       NAVD 88
 KH0479
 KH0479  VERT ORDER  -  SECOND    CLASS 0
 KH0479
 KH0479.The horizontal coordinates were scaled from a topographic map and have
 KH0479.an estimated accuracy of +/- 6 seconds.
 KH0479
 KH0479.The orthometric height was determined by differential leveling
 KH0479.and adjusted by the National Geodetic Survey in June 1991..
 KH0479
 KH0479.The geoid height was determined by GEOID03.
 KH0479
 KH0479.The dynamic height is computed by dividing the NAVD 88
 KH0479.geopotential number by the normal gravity value computed on the
 KH0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0479.degrees latitude (g = 980.6199 gals.).
 KH0479
 KH0479.The modeled gravity was interpolated from observed gravity values.
 KH0479
 KH0479;                    North         East    Units  Estimated Accuracy
 KH0479;SPC KS N     -   165,200.       67,490.      MT  (+/- 180 meters Scaled)
 KH0479
 KH0479                          SUPERSEDED SURVEY CONTROL
 KH0479
 KH0479  NGVD 29 (??/??/92) 1063.975  (m)         3490.72   (f) ADJ UNCH    2 0
 KH0479
 KH0479.Superseded values are not recommended for survey control.
 KH0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0479.See file dsdata.txt to determine how the superseded data were derived.
 KH0479
 KH0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK531047(NAD 83)
 KH0479_MARKER: DB = BENCH MARK DISK
 KH0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0479_SP_SET: BRIDGE
 KH0479_STAMPING: K 95 1935
 KH0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0479
 KH0479  HISTORY     - Date     Condition        Report By
 KH0479  HISTORY     - 1935     MONUMENTED       CGS
 KH0479  HISTORY     - 1942     GOOD             NGS
 KH0479  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0479
 KH0479                          STATION DESCRIPTION
 KH0479
 KH0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0479'4.5 MI W FROM ST FRANCIS.
 KH0479'4.5 MI. W. OF DEPOT ALONG U.S. 36.  ABOUT 236 FT. W. OF THE CENTER
 KH0479'LINE OF A CROSSROAD, AT A CONCRETE BRIDGE, ABOUT 25 FT. N OF THE
 KH0479'CENTER LINE OF THE HWY. AND SET ON THE N.E. CORNER OF THE N. END
 KH0479'AND ABOUT 2 1/2 FT. BELOW THE ROAD SURFACE.
 KH0479
 KH0479                          STATION RECOVERY (1942)
 KH0479
 KH0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0479'RECOVERED IN GOOD CONDITION.
 KH0479
 KH0479                          STATION RECOVERY (1975)
 KH0479
 KH0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0265 ***********************************************************************
 KH0265  DESIGNATION -  K 96
 KH0265  PID         -  KH0265
 KH0265  STATE/COUNTY-  KS/CHEYENNE
 KH0265  USGS QUAD   -  MC DONALD SW (1978)
 KH0265
 KH0265                         *CURRENT SURVEY CONTROL
 KH0265  ___________________________________________________________________
 KH0265* NAD 83(1986)-  39 46 19.     (N)    101 25 43.     (W)     SCALED    
 KH0265* NAVD 88     -      1036.947  (meters)    3402.05   (feet)  ADJUSTED  
 KH0265  ___________________________________________________________________
 KH0265  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 KH0265  DYNAMIC HT  -        1036.155 (meters)    3399.45  (feet)  COMP
 KH0265  MODELED GRAV-     979,827.2   (mgal)                       NAVD 88
 KH0265
 KH0265  VERT ORDER  -  SECOND    CLASS 0
 KH0265
 KH0265.The horizontal coordinates were scaled from a topographic map and have
 KH0265.an estimated accuracy of +/- 6 seconds.
 KH0265
 KH0265.The orthometric height was determined by differential leveling
 KH0265.and adjusted by the National Geodetic Survey in June 1991..
 KH0265
 KH0265.The geoid height was determined by GEOID03.
 KH0265
 KH0265.The dynamic height is computed by dividing the NAVD 88
 KH0265.geopotential number by the normal gravity value computed on the
 KH0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0265.degrees latitude (g = 980.6199 gals.).
 KH0265
 KH0265.The modeled gravity was interpolated from observed gravity values.
 KH0265
 KH0265;                    North         East    Units  Estimated Accuracy
 KH0265;SPC KS N     -   165,270.      106,320.      MT  (+/- 180 meters Scaled)
 KH0265
 KH0265                          SUPERSEDED SURVEY CONTROL
 KH0265
 KH0265  NGVD 29 (??/??/92) 1036.533  (m)         3400.69   (f) ADJ UNCH    2 0
 KH0265
 KH0265.Superseded values are not recommended for survey control.
 KH0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0265.See file dsdata.txt to determine how the superseded data were derived.
 KH0265
 KH0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK919052(NAD 83)
 KH0265_MARKER: DB = BENCH MARK DISK
 KH0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0265_STAMPING: K 96 1935
 KH0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0265+STABILITY: SURFACE MOTION
 KH0265
 KH0265  HISTORY     - Date     Condition        Report By
 KH0265  HISTORY     - 1935     MONUMENTED       CGS
 KH0265  HISTORY     - 1959     GOOD             NGS
 KH0265
 KH0265                          STATION DESCRIPTION
 KH0265
 KH0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KH0265'3 MI W FROM MC DONALD.
 KH0265'IN CHEYENNE COUNTY, ABOUT 3.0 MILES WEST ALONG THE CHICAGO,
 KH0265'BURLINGTON AND QUINCY RAILROAD FROM THE STATION AT MC DONALD,
 KH0265'RAWLINS COUNTY, ABOUT 7 AND 1/2 POLES EAST OF MILEPOST 113, AT A
 KH0265'ROAD CROSSING, 40 FEET NORTH OF THE NORTHRAIL OF THE TRACK, 25
 KH0265'FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD, AND 1 FOOT WEST OF A
 KH0265'WHITE WITNESS POST.  THE MARK PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0158 ***********************************************************************
 JH0158  DESIGNATION -  K 97
 JH0158  PID         -  JH0158
 JH0158  STATE/COUNTY-  KS/LOGAN
 JH0158  USGS QUAD   -  NICKEL MINE SPRING (1969)
 JH0158
 JH0158                         *CURRENT SURVEY CONTROL
 JH0158  ___________________________________________________________________
 JH0158* NAD 83(1986)-  38 51 38.     (N)    101 22 14.     (W)     SCALED    
 JH0158* NAVD 88     -      1024.228  (meters)    3360.32   (feet)  ADJUSTED  
 JH0158  ___________________________________________________________________
 JH0158  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 JH0158  DYNAMIC HT  -        1023.362 (meters)    3357.48  (feet)  COMP
 JH0158  MODELED GRAV-     979,747.1   (mgal)                       NAVD 88
 JH0158
 JH0158  VERT ORDER  -  SECOND    CLASS 0
 JH0158
 JH0158.The horizontal coordinates were scaled from a topographic map and have
 JH0158.an estimated accuracy of +/- 6 seconds.
 JH0158
 JH0158.The orthometric height was determined by differential leveling
 JH0158.and adjusted by the National Geodetic Survey in June 1991..
 JH0158
 JH0158.The geoid height was determined by GEOID03.
 JH0158
 JH0158.The dynamic height is computed by dividing the NAVD 88
 JH0158.geopotential number by the normal gravity value computed on the
 JH0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0158.degrees latitude (g = 980.6199 gals.).
 JH0158
 JH0158.The modeled gravity was interpolated from observed gravity values.
 JH0158
 JH0158;                    North         East    Units  Estimated Accuracy
 JH0158;SPC KS N     -    63,970.      107,520.      MT  (+/- 180 meters Scaled)
 JH0158
 JH0158                          SUPERSEDED SURVEY CONTROL
 JH0158
 JH0158  NGVD 29 (??/??/92) 1023.839  (m)         3359.05   (f) ADJ UNCH    2 0
 JH0158
 JH0158.Superseded values are not recommended for survey control.
 JH0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0158.See file dsdata.txt to determine how the superseded data were derived.
 JH0158
 JH0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ943039(NAD 83)
 JH0158_MARKER: DB = BENCH MARK DISK
 JH0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0158_STAMPING: K 97 1935
 JH0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0158+STABILITY: SURFACE MOTION
 JH0158
 JH0158  HISTORY     - Date     Condition        Report By
 JH0158  HISTORY     - 1935     MONUMENTED       CGS
 JH0158  HISTORY     - 1940     GOOD             NGS
 JH0158  HISTORY     - 1966     GOOD             USGS
 JH0158
 JH0158                          STATION DESCRIPTION
 JH0158
 JH0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0158'13.8 MI SW FROM RUSSELL SPRINGS.
 JH0158'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0158'SOUTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 13.8 MILES.  BENCH
 JH0158'MARK IS NEAR THE TOP OF A STEEP HILL, 71 FEET EAST OF CENTER
 JH0158'LINE OF THE HIGHWAY, 61 FEET EAST OF THE EAST END OF A LARGE
 JH0158'NARROW CONCRETE BOX CULVERT, 34 FEET EAST OF A FENCE CORNER,
 JH0158'15 FEET SOUTH OF THE SOUTH BANK OF A DRY WASH, 2.5 FEET WEST
 JH0158'OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 20 FEET,
 JH0158'1.5 FEET SOUTH OF THE FENCE.  MONUMENT PROJECTS 0.5 FOOT.
 JH0158'NOTE-- DESCRIPTION SHOULD READ 130 YDS N OF THE TOP OF A STEEP
 JH0158'HILL, 148 FT E OF THE CENTERLINE OF THE HIGHWAY.
 JH0158
 JH0158                          STATION RECOVERY (1966)
 JH0158
 JH0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JH0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0186 ***********************************************************************
 JH0186  DESIGNATION -  K 98
 JH0186  PID         -  JH0186
 JH0186  STATE/COUNTY-  KS/WICHITA
 JH0186  USGS QUAD   -  CORONADO CEMETERY (1968)
 JH0186
 JH0186                         *CURRENT SURVEY CONTROL
 JH0186  ___________________________________________________________________
 JH0186* NAD 83(1986)-  38 30 38.     (N)    101 22 04.     (W)     SCALED    
 JH0186* NAVD 88     -      1010.813  (meters)    3316.31   (feet)  ADJUSTED  
 JH0186  ___________________________________________________________________
 JH0186  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 JH0186  DYNAMIC HT  -        1009.935 (meters)    3313.43  (feet)  COMP
 JH0186  MODELED GRAV-     979,725.0   (mgal)                       NAVD 88
 JH0186
 JH0186  VERT ORDER  -  SECOND    CLASS 0
 JH0186
 JH0186.The horizontal coordinates were scaled from a topographic map and have
 JH0186.an estimated accuracy of +/- 6 seconds.
 JH0186
 JH0186.The orthometric height was determined by differential leveling
 JH0186.and adjusted by the National Geodetic Survey in June 1991..
 JH0186
 JH0186.The geoid height was determined by GEOID03.
 JH0186
 JH0186.The dynamic height is computed by dividing the NAVD 88
 JH0186.geopotential number by the normal gravity value computed on the
 JH0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0186.degrees latitude (g = 980.6199 gals.).
 JH0186
 JH0186.The modeled gravity was interpolated from observed gravity values.
 JH0186
 JH0186;                    North         East    Units  Estimated Accuracy
 JH0186;SPC KS S     -   608,500.      149,910.      MT  (+/- 180 meters Scaled)
 JH0186
 JH0186                          SUPERSEDED SURVEY CONTROL
 JH0186
 JH0186  NGVD 29 (??/??/92) 1010.432  (m)         3315.06   (f) ADJ UNCH    2 0
 JH0186
 JH0186.Superseded values are not recommended for survey control.
 JH0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0186.See file dsdata.txt to determine how the superseded data were derived.
 JH0186
 JH0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH935651(NAD 83)
 JH0186_MARKER: DB = BENCH MARK DISK
 JH0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0186_STAMPING: K 93 1935
 JH0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0186+STABILITY: SURFACE MOTION
 JH0186
 JH0186  HISTORY     - Date     Condition        Report By
 JH0186  HISTORY     - 1935     MONUMENTED       CGS
 JH0186  HISTORY     - 1940     GOOD             NGS
 JH0186
 JH0186                          STATION DESCRIPTION
 JH0186
 JH0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0186'2.8 MI N FROM LEOTI.
 JH0186'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED NORTHWESTERLY
 JH0186'ALONG STATE HIGHWAY NO. 25, GO 2.8 MILES.  BENCH MARK IS AT
 JH0186'THE NORTHWEST CORNER OF A T-INTERSECTION OF STATE HIGHWAY NO. 25
 JH0186'WITH A GRADED ROAD TO THE WEST, 105 FEET NORTHWEST OF CENTER
 JH0186'OF THE INTERSECTION, 87 FEET WEST OF CENTER LINE OF THE
 JH0186'HIGHWAY, 57 FEET NORTH OF THE CENTER LINE OF THE GRADED ROAD,
 JH0186'45.5 FEET WEST OF A FENCE CORNER, 2.5 FEET EAST OF A 4 X 4 INCH
 JH0186'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET, 1.5 FEET SOUTH
 JH0186'OF FENCE LINE.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1083 ***********************************************************************
 HF1083  DESIGNATION -  K31 A
 HF1083  PID         -  HF1083
 HF1083  STATE/COUNTY-  KS/SEDGWICK
 HF1083  USGS QUAD   -  ANDOVER (1982)
 HF1083
 HF1083                         *CURRENT SURVEY CONTROL
 HF1083  ___________________________________________________________________
 HF1083* NAD 83(1997)-  37 41 41.36087(N)    097 12 49.14678(W)     ADJUSTED  
 HF1083* NAVD 88     -       425.811  (meters)    1397.01   (feet)  ADJUSTED  
 HF1083  ___________________________________________________________________
 HF1083  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HF1083  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF1083  DYNAMIC HT  -         425.479 (meters)    1395.93  (feet)  COMP
 HF1083  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 HF1083
 HF1083  HORZ ORDER  -  THIRD
 HF1083  VERT ORDER  -  THIRD
 HF1083
 HF1083.This mark is at Beech North Airport (K31)
 HF1083
 HF1083.The horizontal coordinates were established by GPS observations
 HF1083.and adjusted by the National Geodetic Survey in October 1998..
 HF1083
 HF1083.The orthometric height was determined by differential leveling
 HF1083.and adjusted by the National Geodetic Survey in June 1991..
 HF1083
 HF1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1083
 HF1083.The geoid height was determined by GEOID03.
 HF1083
 HF1083.The dynamic height is computed by dividing the NAVD 88
 HF1083.geopotential number by the normal gravity value computed on the
 HF1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1083.degrees latitude (g = 980.6199 gals.).
 HF1083
 HF1083.The modeled gravity was interpolated from observed gravity values.
 HF1083
 HF1083;                    North         East     Units Scale Factor Converg.
 HF1083;SPC KS S     -   514,891.928   513,439.704   MT  0.99994344   +0 47 25.8
 HF1083;UTM  14      - 4,173,457.277   657,490.797   MT  0.99990551   +1 05 33.0
 HF1083
 HF1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1083!SPC KS S     -   0.99993771  x   0.99994344  =   0.99988115
 HF1083!UTM  14      -   0.99993771  x   0.99990551  =   0.99984323
 HF1083
 HF1083:                Primary Azimuth Mark                     Grid Az
 HF1083:SPC KS S     -  WICHITA KFH RADIO TOWER                  302 59 55.0
 HF1083:UTM  14      -  WICHITA KFH RADIO TOWER                  302 41 47.8
 HF1083
 HF1083|---------------------------------------------------------------------|
 HF1083| PID    Reference Object                     Distance      Geod. Az  |
 HF1083|                                                           dddmmss.s |
 HF1083| CR9523 WICHITA KFH RADIO TOWER                            3034720.8 |
 HF1083|---------------------------------------------------------------------|
 HF1083
 HF1083                          SUPERSEDED SURVEY CONTROL
 HF1083
 HF1083  NAD 83(1997)-  37 41 41.36783(N)    097 12 49.13560(W) AD(       ) 3
 HF1083  NAD 83(1986)-  37 41 41.37671(N)    097 12 49.14022(W) AD(       ) 3
 HF1083  NAD 27      -  37 41 41.31364(N)    097 12 47.99191(W) AD(       ) 3
 HF1083  NGVD 29 (12/08/88)  425.67   (m)         1396.6    (f) LEVELING    3  
 HF1083
 HF1083.Superseded values are not recommended for survey control.
 HF1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1083.See file dsdata.txt to determine how the superseded data were derived.
 HF1083
 HF1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5749173457(NAD 83)
 HF1083_MARKER: DD = SURVEY DISK
 HF1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1083_SP_SET: CONCRETE POST
 HF1083_STAMPING: K 31 A 1987
 HF1083_MARK LOGO: NOS   
 HF1083_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 HF1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1083+STABILITY: SURFACE MOTION
 HF1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1083+SATELLITE: SATELLITE OBSERVATIONS - 1987
 HF1083
 HF1083  HISTORY     - Date     Condition        Report By
 HF1083  HISTORY     - 1987     MONUMENTED       NOS
 HF1083  HISTORY     - 1987     GOOD             NOSAMC
 HF1083
 HF1083                          STATION DESCRIPTION
 HF1083
 HF1083'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF1083'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF WICHITA
 HF1083'BEECH NORTH AIRPORT, A PRIVATE AIRSTRIP OWNED AND OPERATED
 HF1083'BY THE BEECH AIRCRAFT COMPANY.
 HF1083'
 HF1083'TO REACH THE STATION CONTACT THE BEECH FACTORY REPRESENTATIVE IN THE
 HF1083'COMPANY MAIN OFFICE SOUTH OF THE AIRPORT.  A PASS MUST BE OBTAINED
 HF1083'PRIOR TO WORKING ON THE FIELD.
 HF1083'
 HF1083'THE STATION IS A STANDARD NOS DISK STAMPED---K31 A 1987---,
 HF1083'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 HF1083'FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 250 FEET
 HF1083'NORTHEAST FROM THE MOST EASTERLY RUNWAY LIGHTS ATN THE END
 HF1083'OF RUNWAY 35, 214.1 FEET EAST FROM THE EAST EDGE OF RUNWAY 17-35.
 HF1083'112.2 FEET WEST FROM A NORTH-SOUTH FENCE ALONG THE EAST EDGE OF
 HF1083'THE AIRPORT PROPERTY.
 HF1083'
 HF1083'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 HF1083'
 HF1083'DESCRIBED BY R DECROIX.
 HF1083
 HF1083                          STATION RECOVERY (1987)
 HF1083
 HF1083'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 HF1083'IN WICHITA.
 HF1083'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF THE WICHITA BEECH
 HF1083'NORTH AIRPORT.  TO REACH THE STATION CONTACT THE BEECH FACTORY
 HF1083'REPRESENTATIVE IN THE COMPANY MAIN OFFICE SOUTH OF THE AIRPORT. THE
 HF1083'MARK IS LOCATED 250 FEET NORTHEAST FROM THE MOST EASTERLY RUNWAY
 HF1083'LIGHTS AT THE END OF RUNWAY 35, 214.1 FEET EAST FROM THE EAST EDGE OF
 HF1083'RUNWAY 17-35 AND 112.2 FEET WEST FROM A NORTH-SOUTH FENCE ALONG THE
 HF1083'EAST EDGE OF THE AIRPORT PROPERTY. THE STATION IS SET FLUSH WITH THE
 HF1083'EXISTING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1085 ***********************************************************************
 HF1085  DESIGNATION -  K31 B
 HF1085  PID         -  HF1085
 HF1085  STATE/COUNTY-  KS/SEDGWICK
 HF1085  USGS QUAD   -  ANDOVER (1982)
 HF1085
 HF1085                         *CURRENT SURVEY CONTROL
 HF1085  ___________________________________________________________________
 HF1085* NAD 83(1997)-  37 42 03.02199(N)    097 12 52.36785(W)     ADJUSTED  
 HF1085* NAVD 88     -       426.310  (meters)    1398.65   (feet)  ADJUSTED  
 HF1085  ___________________________________________________________________
 HF1085  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 HF1085  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF1085  DYNAMIC HT  -         425.977 (meters)    1397.56  (feet)  COMP
 HF1085  MODELED GRAV-     979,837.1   (mgal)                       NAVD 88
 HF1085
 HF1085  HORZ ORDER  -  THIRD
 HF1085  VERT ORDER  -  THIRD
 HF1085
 HF1085.This mark is at Beech North Airport (K31)
 HF1085
 HF1085.The horizontal coordinates were established by classical geodetic methods
 HF1085.and adjusted by the National Geodetic Survey in October 1998..
 HF1085
 HF1085.The orthometric height was determined by differential leveling
 HF1085.and adjusted by the National Geodetic Survey in June 1991..
 HF1085
 HF1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1085
 HF1085.The geoid height was determined by GEOID03.
 HF1085
 HF1085.The dynamic height is computed by dividing the NAVD 88
 HF1085.geopotential number by the normal gravity value computed on the
 HF1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1085.degrees latitude (g = 980.6199 gals.).
 HF1085
 HF1085.The modeled gravity was interpolated from observed gravity values.
 HF1085
 HF1085;                    North         East     Units Scale Factor Converg.
 HF1085;SPC KS S     -   515,558.567   513,351.597   MT  0.99994304   +0 47 23.8
 HF1085;UTM  14      - 4,174,123.417   657,399.180   MT  0.99990516   +1 05 31.6
 HF1085
 HF1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1085!SPC KS S     -   0.99993763  x   0.99994304  =   0.99988068
 HF1085!UTM  14      -   0.99993763  x   0.99990516  =   0.99984280
 HF1085
 HF1085:                Primary Azimuth Mark                     Grid Az
 HF1085:SPC KS S     -  K31 RWY 35                               178 46 48.2
 HF1085:UTM  14      -  K31 RWY 35                               178 28 40.4
 HF1085
 HF1085|---------------------------------------------------------------------|
 HF1085| PID    Reference Object                     Distance      Geod. Az  |
 HF1085|                                                           dddmmss.s |
 HF1085| HF1084 K31 RWY 35                          APPROX. 0.7 KM 1793412.0 |
 HF1085|---------------------------------------------------------------------|
 HF1085
 HF1085                          SUPERSEDED SURVEY CONTROL
 HF1085
 HF1085  NAD 83(1997)-  37 42 03.02896(N)    097 12 52.35668(W) AD(       ) 3
 HF1085  NAD 83(1986)-  37 42 03.03785(N)    097 12 52.36110(W) AD(       ) 3
 HF1085  NAD 27      -  37 42 02.97517(N)    097 12 51.21269(W) AD(       ) 3
 HF1085  NGVD 29 (12/08/88)  426.17   (m)         1398.2    (f) LEVELING    3  
 HF1085
 HF1085.Superseded values are not recommended for survey control.
 HF1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1085.See file dsdata.txt to determine how the superseded data were derived.
 HF1085
 HF1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5739974123(NAD 83)
 HF1085_MARKER: DD = SURVEY DISK
 HF1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1085_SP_SET: CONCRETE POST
 HF1085_STAMPING: K 31 B 1987
 HF1085_MARK LOGO: NOS   
 HF1085_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 HF1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1085+STABILITY: SURFACE MOTION
 HF1085
 HF1085  HISTORY     - Date     Condition        Report By
 HF1085  HISTORY     - 1987     MONUMENTED       NOS
 HF1085  HISTORY     - 1987     GOOD             NOS
 HF1085
 HF1085                          STATION DESCRIPTION
 HF1085
 HF1085'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF1085'THE STATION IS LOCATED JUST WEST FROM THE NORTHERN EXTREME
 HF1085'OF RUNWAY 17-35 AT THE WICHITA BEECH NORTH AIRPORT.  THE AIRPORT
 HF1085'IS OWNED AND OPERATED BY THE BEECH AIRCRAFT COMPANY.
 HF1085'
 HF1085'TO REACH THE STATION IT IS NECESSARY TO CONTACT THE BEECH COMPANY
 HF1085'REPRESENTATIVE AT THE HEADQUARTERS SOUTH OF THE AIRPORT.  ACCESS
 HF1085'CANNOT BE PERMITTED WITHOUT PROPER AUTHORITY.
 HF1085'
 HF1085'THE STATION IS A STANDARD NOS DISK STAMPED---K31 B 1987---,
 HF1085'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 HF1085'FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED 137.2 FEET WEST
 HF1085'FROM THE CENTERLINE OF RUNWAY 17-35, 116.6 FEET WEST FROM THE WEST
 HF1085'EDGE OF THE SAME RUNWAY AND 32.0 FEET WEST FROM THE SOUTHWEST CORNER
 HF1085'OF THE RUNUP PAD FOR RUNWAY 17.
 HF1085'
 HF1085'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 HF1085'
 HF1085'DESCRIBED BY P B WALBOLT.
 HF1085
 HF1085                          STATION RECOVERY (1987)
 HF1085
 HF1085'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HF1085'IN WICHITA.
 HF1085'THE STATION IS LOCATED JUST WEST FROM THE NORTHERN EXTREME OF RUNWAY
 HF1085'17-35 AT THE WICHITA BEECH NORTH AIRPORT.  TO REACH THE STATION IT IS
 HF1085'NECESSARY TO CONTACT THE BEECH COMPANY REPRESENTATIVE AT THE COMPANY
 HF1085'HEADQUARTERS SOUTH OF THE AIRPORT.  THE MARK IS LOCATED 137.2 FEET
 HF1085'WEST FROM THE CENTERLINE OF RUNWAY 17-35,  116.6 FEET WEST FROM THE
 HF1085'WEST EDGE OF THE SAME RUNWAY AND 32.0 FEET WEST FROM THE SOUTHWEST
 HF1085'CORNER OF THE RUNUP APRON FOR RUNWAY 17.
 HF1085'THE MARK IS AN ALUMINUM DISK SET FLUSH WITH THE EXISTING
 HF1085'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0580 ***********************************************************************
 KH0580  DESIGNATION -  K60 A
 KH0580  PID         -  KH0580
 KH0580  STATE/COUNTY-  KS/RAWLINS
 KH0580  USGS QUAD   -  ATWOOD (1978)
 KH0580
 KH0580                         *CURRENT SURVEY CONTROL
 KH0580  ___________________________________________________________________
 KH0580* NAD 83(1997)-  39 50 16.86442(N)    101 02 36.58231(W)     ADJUSTED  
 KH0580* NAVD 88     -       895.342  (meters)    2937.47   (feet)  ADJUSTED  
 KH0580  ___________________________________________________________________
 KH0580  X           -    -939,557.281 (meters)                     COMP
 KH0580  Y           -  -4,814,088.998 (meters)                     COMP
 KH0580  Z           -   4,064,749.910 (meters)                     COMP
 KH0580  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 KH0580  ELLIP HEIGHT-         871.43  (meters)          (10/02/98) GPS OBS
 KH0580  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KH0580  DYNAMIC HT  -         894.689 (meters)    2935.33  (feet)  COMP
 KH0580  MODELED GRAV-     979,866.6   (mgal)                       NAVD 88
 KH0580
 KH0580  HORZ ORDER  -  THIRD
 KH0580  VERT ORDER  -  THIRD
 KH0580  ELLP ORDER  -  FOURTH    CLASS I
 KH0580
 KH0580.This mark is at Attwood-Rawlins County City-Co Airport (ADT)
 KH0580
 KH0580.The horizontal coordinates were established by classical geodetic methods
 KH0580.and adjusted by the National Geodetic Survey in October 1998..
 KH0580
 KH0580.The orthometric height was determined by differential leveling
 KH0580.and adjusted by the National Geodetic Survey in June 1991..
 KH0580
 KH0580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KH0580
 KH0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0580
 KH0580.The ellipsoidal height was determined by GPS observations
 KH0580.and is referenced to NAD 83.
 KH0580
 KH0580.The geoid height was determined by GEOID03.
 KH0580
 KH0580.The dynamic height is computed by dividing the NAVD 88
 KH0580.geopotential number by the normal gravity value computed on the
 KH0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0580.degrees latitude (g = 980.6199 gals.).
 KH0580
 KH0580.The modeled gravity was interpolated from observed gravity values.
 KH0580
 KH0580;                    North         East     Units Scale Factor Converg.
 KH0580;SPC KS N     -   171,421.385   139,537.766   MT  1.00000933   -1 55 32.4
 KH0580;UTM  14      - 4,411,777.009   325,149.686   MT  0.99997639   -1 18 34.0
 KH0580
 KH0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0580!SPC KS N     -   0.99986331  x   1.00000933  =   0.99987264
 KH0580!UTM  14      -   0.99986331  x   0.99997639  =   0.99983970
 KH0580
 KH0580:                Primary Azimuth Mark                     Grid Az
 KH0580:SPC KS N     -  K60 B                                    002 02 36.6
 KH0580:UTM  14      -  K60 B                                    001 25 38.2
 KH0580
 KH0580|---------------------------------------------------------------------|
 KH0580| PID    Reference Object                     Distance      Geod. Az  |
 KH0580|                                                           dddmmss.s |
 KH0580| KH0585 K60 B                               APPROX. 0.8 KM 0000704.2 |
 KH0580| KH0839 K60 A AZ MK                         364.268 METERS 16851     |
 KH0580| KH0616 ATWOOD CENT KANS PWR LT CO MST      APPROX. 4.6 KM 1764651.8 |
 KH0580| KH0828 ATWOOD AIRPORT BEACON               244.354 METERS 25548     |
 KH0580|---------------------------------------------------------------------|
 KH0580
 KH0580                          SUPERSEDED SURVEY CONTROL
 KH0580
 KH0580  NAD 83(1997)-  39 50 16.86346(N)    101 02 36.59346(W) AD(       ) 3
 KH0580  NAD 83(1986)-  39 50 16.86588(N)    101 02 36.58720(W) AD(       ) 3
 KH0580  NAD 27      -  39 50 16.87727(N)    101 02 35.01602(W) AD(       ) 3
 KH0580  NGVD 29 (12/08/88)  895.00   (m)         2936.3    (f) LEVELING    3  
 KH0580
 KH0580.Superseded values are not recommended for survey control.
 KH0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0580.See file dsdata.txt to determine how the superseded data were derived.
 KH0580
 KH0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK2515011777(NAD 83)
 KH0580_MARKER: DD = SURVEY DISK
 KH0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0580_SP_SET: CONCRETE POST
 KH0580_STAMPING: K60 A 1987
 KH0580_MARK LOGO: NOS   
 KH0580_PROJECTION: FLUSH
 KH0580_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0580+STABILITY: SURFACE MOTION
 KH0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0580+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1989
 KH0580
 KH0580  HISTORY     - Date     Condition        Report By
 KH0580  HISTORY     - 1987     MONUMENTED       NOS
 KH0580  HISTORY     - 1987     GOOD             NOSAMC
 KH0580  HISTORY     - 19890615 GOOD             NGS
 KH0580
 KH0580                          STATION DESCRIPTION
 KH0580
 KH0580'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KH0580'THE STATION IS LOCATED AT THE ATWOOD-RAWLINS COUNTY CITY-COUNTY
 KH0580'AIRPORT NEAR THE WINDSOCK AND THE WIND DIRECTOR.
 KH0580'
 KH0580'TO REACH THE STATION SEE THE AIRPORT MANAGER.
 KH0580'
 KH0580'THE STATION IS A STANDARD NOS DISK STAMPED---K60 A 1987---,
 KH0580'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 KH0580'FLUSH WITH THE EXISTING GROUND.  THE STATION IS LOCATED
 KH0580'59.07 METERS (193.8 FEET) WEST OF THE WEST EDGE OF
 KH0580'RUNWAY 34, 16.58 METERS (54.4 FEET) SOUTHEAST OF THE WINDSOCK,
 KH0580'AND 9.78 METERS (32.1 FEET) EAST OF A POLE SUPPORTING A WIND
 KH0580'DIRECTOR THAT IS SHAPED LIKE AN AIRPLANE.
 KH0580'
 KH0580'DESCRIBED BY JDS.
 KH0580
 KH0580                          STATION RECOVERY (1987)
 KH0580
 KH0580'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KH0580'3.1 KM (1.95 MI) NORTH FROM ATWOOD.
 KH0580'THE STATION IS LOCATED AT THE ATWOOD-RAWLINS COUNTY CITY-COUNTY
 KH0580'AIRPORT NEAR THE WINDSOCK AND WIND DIRECTOR.  SEE THE AIRPORT MANAGER
 KH0580'FOR PERMISSION TO ACCESS THE FIELD.  IT IS 59.07 METERS WEST OF THE
 KH0580'WEST EDGE OF RUNWAY 34,  16.58 METERS SOUTHEAST OF THE WINDSOCK AND
 KH0580'9.78 METERS EAST OF A POLE SUPPORTING A WIND DIRECTOR THAT IS SHAPED
 KH0580'LIKE AN AIRPLANE.
 KH0580'THE MARK IS ABOVE LEVEL WITH GROUND.
 KH0580
 KH0580                          STATION RECOVERY (1989)
 KH0580
 KH0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KH0580'THE STATION IS LOCATED AT THE ATWOOD-RAWLINS
 KH0580'COUNTY, CITY COUNTY AIRPORT NEAR THE WINDSOCK AND THE WIND DIRECTOR.
 KH0580'OWNERSHIP--CITY OF ATWOOD.
 KH0580'TO REACH THE STATION SEE THE AIRPORT MANAGER.
 KH0580'THE STATION IS A STANDARD NOS DISK SET IN THE TOP OF A 25 CM ROUND
 KH0580'CONCRETE MONUMENT FLUSH WITH THE GROUND.  LOCATED 59.07 M (193.8 FT)
 KH0580'WEST OF THE WEST EDGE OF RUNWAY 34, 16.58 M (54.4 FT) SOUTHEAST OF THE
 KH0580'WINDSOCK AND 9.78 M (32.1 FT) EAST OF A POLE SUPPORTING A WIND
 KH0580'DIRECTOR THAT IS SHAPED LIKE AN AIRPLANE.
 KH0580'DESCRIBED BY JDS, TYPED BY H.J. SKELLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0839 ***********************************************************************
 KH0839  FBN         -  This is a Federal Base Network Control Station.
 KH0839  PACS        -  This is a Primary Airport Control Station.
 KH0839  DESIGNATION -  K60 A AZ MK
 KH0839  PID         -  KH0839
 KH0839  STATE/COUNTY-  KS/RAWLINS
 KH0839  USGS QUAD   -  ATWOOD (1978)
 KH0839
 KH0839                         *CURRENT SURVEY CONTROL
 KH0839  ___________________________________________________________________
 KH0839* NAD 83(1997)-  39 50 05.27687(N)    101 02 33.61802(W)     ADJUSTED  
 KH0839* NAVD 88     -       891.87   (meters)    2926.1    (feet)  GPS OBS   
 KH0839  ___________________________________________________________________
 KH0839  X           -    -939,531.418 (meters)                     COMP
 KH0839  Y           -  -4,814,324.488 (meters)                     COMP
 KH0839  Z           -   4,064,473.113 (meters)                     COMP
 KH0839  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 KH0839  ELLIP HEIGHT-         867.79  (meters)          (08/12/03) GPS OBS
 KH0839  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 KH0839
 KH0839  HORZ ORDER  -  B
 KH0839  ELLP ORDER  -  FOURTH    CLASS I
 KH0839
 KH0839.This mark is at Attwood-Rawlins County City-Co Airport (ADT)
 KH0839
 KH0839.The horizontal coordinates were established by GPS observations
 KH0839.and adjusted by the National Geodetic Survey in December 1997..
 KH0839
 KH0839.The orthometric height was determined by GPS observations and a
 KH0839.high-resolution geoid model.
 KH0839
 KH0839.GPS derived orthometric heights for airport stations designated as
 KH0839.PACS or SACS are published to 2 decimal places.  This maintains
 KH0839.centimeter relative accuracy between the PACS and SACS.  It does
 KH0839.not indicate centimeter accuracy relative to other marks which are
 KH0839.part of the NAVD 88 network.
 KH0839
 KH0839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KH0839
 KH0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0839
 KH0839.The ellipsoidal height was determined by GPS observations
 KH0839.and is referenced to NAD 83.
 KH0839
 KH0839.The geoid height was determined by GEOID03.
 KH0839
 KH0839;                    North         East     Units Scale Factor Converg.
 KH0839;SPC KS N     -   171,061.831   139,596.201   MT  1.00000875   -1 55 30.5
 KH0839;UTM  14      - 4,411,418.117   325,211.983   MT  0.99997613   -1 18 31.7
 KH0839
 KH0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0839!SPC KS N     -   0.99986388  x   1.00000875  =   0.99987263
 KH0839!UTM  14      -   0.99986388  x   0.99997613  =   0.99984001
 KH0839
 KH0839                          SUPERSEDED SURVEY CONTROL
 KH0839
 KH0839  ELLIP H (12/22/97)  867.84   (m)                       GP(       ) 4 1
 KH0839  NAD 83(1997)-  39 50 05.27597(N)    101 02 33.62840(W) AD(       ) 3
 KH0839  NAD 83(1986)-  39 50 05.27826(N)    101 02 33.62272(W) AD(       ) 3
 KH0839  NAD 83(1986)-  39 50 05.27891(N)    101 02 33.63171(W) AD(       ) 3
 KH0839  NGVD 29 (11/05/90)  891.5    (m)         2925.     (f) GPS OBS        
 KH0839
 KH0839.Superseded values are not recommended for survey control.
 KH0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0839.See file dsdata.txt to determine how the superseded data were derived.
 KH0839
 KH0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK2521211418(NAD 83)
 KH0839_MARKER: DZ = AZIMUTH MARK DISK
 KH0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0839_SP_SET: CONCRETE POST
 KH0839_STAMPING: K60 A 1989
 KH0839_MARK LOGO: NGS   
 KH0839_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0839+STABILITY: SURFACE MOTION
 KH0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0839+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 KH0839
 KH0839  HISTORY     - Date     Condition        Report By
 KH0839  HISTORY     - 1989     MONUMENTED       NGS
 KH0839  HISTORY     - 19970326 GOOD             NGS
 KH0839  HISTORY     - 20020808 GOOD             NGS
 KH0839
 KH0839                          STATION DESCRIPTION
 KH0839
 KH0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KH0839'THE STATION IS LOCATED AT THE ATWOOD-RAWLINS COUNTY CITY-COUNTY
 KH0839'AIRPORT.  OWNERSHIP--CITY OF ATWOOD.
 KH0839'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE
 KH0839'HIGHWAY 25, GO NORTH FOR 4.8 KM (3.00 MI) ON HIGHWAY 25 TO THE AIRPORT
 KH0839'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.3 KM
 KH0839'(0.20 MI), BETWEEN HANGERS, TO THE AIRPORT OFFICE ON THE LEFT.  GO
 KH0839'EAST FOR 0.2 KM (0.10 MI) ON THE TAXIWAY TO THE RUNWAY.  TURN RIGHT
 KH0839'AND GO SOUTH FOR 0.3 KM (0.20 MI) ON THE RUNWAY TO THE STATION ON THE
 KH0839'RIGHT.
 KH0839'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND
 KH0839'CONCRETE MONUMENT RECESSED 10 CM.  LOCATED 40.0 M (131.2 FT) WEST OF
 KH0839'THE CENTERLINE OF RUNWAY 16-34, 14.0 M (45.9 FT) NORTHEAST OF THE
 KH0839'NORTHEAST CORNER OF THE TURN-AROUND AND 13.0 M (42.7 FT) NORTH OF THE
 KH0839'CENTER OF THE TURN-AROUND.
 KH0839'DESCRIBED BY J.E. FUCHS, TYPED BY HJS.
 KH0839
 KH0839                          STATION RECOVERY (1997)
 KH0839
 KH0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KH0839'THE STATION IS LOCATED ON THE NORTH SIDE OF ATWOOD, AT THE
 KH0839'ATWOOD-RAWLINS COUNTY CITY AIRPORT, NEAR THE SOUTH END OF THE
 KH0839'AIRFIELD, ON THE NORTH SIDE OF THE RUNUP RAMP FOR RUNWAY END 34 AND IN
 KH0839'LINE WITH THE STOP LINE FOR THE RUNWAY.  OWNERSHIP--CITY OF ATWOOD AND
 KH0839'RAWLINS COUNTY, ATWOOD KS 67730.  AIRPORT MANAGER IS GORDON BRANTLEY,
 KH0839'215 SOUTH 4TH, ATWOOD KS 67730, PHONE 913-626-3685. TO REACH FROM THE
 KH0839'JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 25 IN ATWOOD, GO NORTH
 KH0839'ON HIGHWAY 25 FOR 2.57 KM (1.60 MI) TO THE AIRPORT ENTRANCE ROAD ON
 KH0839'THE RIGHT.  TURN RIGHT, EAST ON THE ROAD AND ALONG THE SOUTH SIDE OF A
 KH0839'ROW OF HANGARS FOR 0.29 KM (0.20 MI) TO THE APRON AND THE AIRPORT
 KH0839'OFFICE AHEAD.  TURN RIGHT, EAST ACROSS THE APRON AND ALONG A TAXI FOR
 KH0839'0.16 KM (0.10 MI) TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT, SOUTH
 KH0839'ALONG THE RUNWAY FOR 0.27 KM (0.15 MI) TO THE STATION ON THE RIGHT
 KH0839'JUST BEFORE THE RUNWAY END.  THE STATION IS SET IN THE TOP OF A 30 CM
 KH0839'ROUND CONCRETE POST RECESSED 10 CM BELOW GROUND.  IT IS 40.0 M (131.2
 KH0839'FT) WEST OF THE CENTER OF RUNWAY, 14.6 M (47.9 FT) EAST-NORTHEAST OF
 KH0839'THE NORTHWEST CORNER OF THE RUNUP RAMP, 12.1 M (39.7 FT) NORTH OF THE
 KH0839'CENTER OF THE RAMP AND 1.6 M (5.2 FT) NORTH OF THE NORTH EDGE OF THE
 KH0839'RAMP.  NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL
 KH0839'STATION.
 KH0839
 KH0839                          STATION RECOVERY (2002)
 KH0839
 KH0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 KH0839'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS A PRIMARY AIRPORT
 KH0839'CONTROL STATION.
 KH0839'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0585 ***********************************************************************
 KH0585  DESIGNATION -  K60 B
 KH0585  PID         -  KH0585
 KH0585  STATE/COUNTY-  KS/RAWLINS
 KH0585  USGS QUAD   -  ATWOOD (1978)
 KH0585
 KH0585                         *CURRENT SURVEY CONTROL
 KH0585  ___________________________________________________________________
 KH0585* NAD 83(1997)-  39 50 44.37181(N)    101 02 36.50891(W)     ADJUSTED  
 KH0585* NAVD 88     -       907.882  (meters)    2978.61   (feet)  ADJUSTED  
 KH0585  ___________________________________________________________________
 KH0585  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 KH0585  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KH0585  DYNAMIC HT  -         907.220 (meters)    2976.44  (feet)  COMP
 KH0585  MODELED GRAV-     979,866.3   (mgal)                       NAVD 88
 KH0585
 KH0585  HORZ ORDER  -  THIRD
 KH0585  VERT ORDER  -  THIRD
 KH0585
 KH0585.This mark is at Attwood-Rawlins County City-Co Airport (ADT)
 KH0585
 KH0585.The horizontal coordinates were established by classical geodetic methods
 KH0585.and adjusted by the National Geodetic Survey in October 1998..
 KH0585
 KH0585.The orthometric height was determined by differential leveling
 KH0585.and adjusted by the National Geodetic Survey in June 1991..
 KH0585
 KH0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0585
 KH0585.The geoid height was determined by GEOID03.
 KH0585
 KH0585.The dynamic height is computed by dividing the NAVD 88
 KH0585.geopotential number by the normal gravity value computed on the
 KH0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0585.degrees latitude (g = 980.6199 gals.).
 KH0585
 KH0585.The modeled gravity was interpolated from observed gravity values.
 KH0585
 KH0585;                    North         East     Units Scale Factor Converg.
 KH0585;SPC KS N     -   172,269.242   139,568.018   MT  1.00001071   -1 55 32.3
 KH0585;UTM  14      - 4,412,625.114   325,170.819   MT  0.99997630   -1 18 34.7
 KH0585
 KH0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0585!SPC KS N     -   0.99986136  x   1.00001071  =   0.99987207
 KH0585!UTM  14      -   0.99986136  x   0.99997630  =   0.99983767
 KH0585
 KH0585:                Primary Azimuth Mark                     Grid Az
 KH0585:SPC KS N     -  ATWOOD CENT KANS PWR LT CO MST           179 13 47.7
 KH0585:UTM  14      -  ATWOOD CENT KANS PWR LT CO MST           178 36 50.1
 KH0585
 KH0585|---------------------------------------------------------------------|
 KH0585| PID    Reference Object                     Distance      Geod. Az  |
 KH0585|                                                           dddmmss.s |
 KH0585| KH0616 ATWOOD CENT KANS PWR LT CO MST      APPROX. 5.4 KM 1771815.4 |
 KH0585| KH0580 K60 A                               APPROX. 0.8 KM 1800704.3 |
 KH0585| KH0828 ATWOOD AIRPORT BEACON               APPROX. 0.9 KM 1944313.3 |
 KH0585|---------------------------------------------------------------------|
 KH0585
 KH0585                          SUPERSEDED SURVEY CONTROL
 KH0585
 KH0585  NAD 83(1997)-  39 50 44.37084(N)    101 02 36.52195(W) AD(       ) 3
 KH0585  NAD 83(1986)-  39 50 44.37330(N)    101 02 36.51418(W) AD(       ) 3
 KH0585  NAD 27      -  39 50 44.38505(N)    101 02 34.94128(W) AD(       ) 3
 KH0585  NGVD 29 (12/08/88)  907.54   (m)         2977.5    (f) LEVELING    3  
 KH0585
 KH0585.Superseded values are not recommended for survey control.
 KH0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0585.See file dsdata.txt to determine how the superseded data were derived.
 KH0585
 KH0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK2517112625(NAD 83)
 KH0585_MARKER: DD = SURVEY DISK
 KH0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0585_SP_SET: CONCRETE POST
 KH0585_STAMPING: K60 B 1987
 KH0585_MARK LOGO: NOS   
 KH0585_PROJECTION: FLUSH
 KH0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0585+STABILITY: SURFACE MOTION
 KH0585
 KH0585  HISTORY     - Date     Condition        Report By
 KH0585  HISTORY     - 1987     MONUMENTED       NOS
 KH0585  HISTORY     - 1987     GOOD             NOSAMC
 KH0585
 KH0585                          STATION DESCRIPTION
 KH0585
 KH0585'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KH0585'THE STATION IS LOCATED AT THE ATWOOD-RAWLINS COUNTY CITY-COUNTY
 KH0585'AIRPORT NEAR THE WINDSOCK AT THE NORTH END OF RUNWAY 17.
 KH0585'
 KH0585'TO REACH THE STATION SEE AIRPORT MANAGER.
 KH0585'
 KH0585'THE STATION IS A STANDARD NOS DISK STAMPED---K60 B 1987---,
 KH0585'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH
 KH0585'WITH THE EXISTING GROUND.  THE STATION IS LOCATED
 KH0585'42.49 METERS (139.4 FEET) ESE OF THE CENTERLINE END OF
 KH0585'RUNWAY 17, 30.18 METERS (99.0 FEET) EAST OF THE EAST EDGE OF
 KH0585'RUNWAY 17, AND 2.23 METERS (7.3 FEET) SSE OF THE WINDSOCK.
 KH0585'
 KH0585'DESCRIBED BY JDS.
 KH0585
 KH0585                          STATION RECOVERY (1987)
 KH0585
 KH0585'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KH0585'4.2 KM (2.60 MI) NORTH FROM ATWOOD.
 KH0585'THE STATION IS LOCATED AT THE ATWOOD-RAWLINS COUNTY CITY-COUNTY
 KH0585'AIRPORT NEAR THE WINDSOCK AT THE NORTH END OF RUNWAY 17.  SEE THE
 KH0585'AIRPORT MANAGER FOR PERMISSION TO ACCESS THE MARK.  IT IS 42.49
 KH0585'METERS ESE OF THE CENTERLINE END OF RUNWAY 17,  30.18 METERS EAST OF
 KH0585'THE EAST EDGE OF RUNWAY 17 AND 2.23 METERS SOUTH-SOUTHEAST OF THE
 KH0585'WINDSOCK.
 KH0585'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0529 ***********************************************************************
 KG0529  DESIGNATION -  K61 A
 KG0529  PID         -  KG0529
 KG0529  STATE/COUNTY-  KS/MITCHELL
 KG0529  USGS QUAD   -  SOLOMON RAPIDS (1953)
 KG0529
 KG0529                         *CURRENT SURVEY CONTROL
 KG0529  ___________________________________________________________________
 KG0529* NAD 83(1997)-  39 28 09.36616(N)    098 07 42.28746(W)     ADJUSTED  
 KG0529* NAVD 88     -       430.449  (meters)    1412.23   (feet)  ADJUSTED  
 KG0529  ___________________________________________________________________
 KG0529  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KG0529  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 KG0529  DYNAMIC HT  -         430.176 (meters)    1411.34  (feet)  COMP
 KG0529  MODELED GRAV-     979,980.5   (mgal)                       NAVD 88
 KG0529
 KG0529  HORZ ORDER  -  THIRD
 KG0529  VERT ORDER  -  THIRD
 KG0529
 KG0529.This mark is at Moritz Munorial Airport (K61)
 KG0529
 KG0529.The horizontal coordinates were established by classical geodetic methods
 KG0529.and adjusted by the National Geodetic Survey in October 1998..
 KG0529
 KG0529.The orthometric height was determined by differential leveling
 KG0529.and adjusted by the National Geodetic Survey in June 1991..
 KG0529
 KG0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0529
 KG0529.The geoid height was determined by GEOID03.
 KG0529
 KG0529.The dynamic height is computed by dividing the NAVD 88
 KG0529.geopotential number by the normal gravity value computed on the
 KG0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0529.degrees latitude (g = 980.6199 gals.).
 KG0529
 KG0529.The modeled gravity was interpolated from observed gravity values.
 KG0529
 KG0529;                    North         East     Units Scale Factor Converg.
 KG0529;SPC KS N     -   126,111.017   388,950.281   MT  0.99996411   -0 04 52.5
 KG0529;UTM  14      - 4,369,216.397   574,971.727   MT  0.99966920   +0 33 14.6
 KG0529
 KG0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0529!SPC KS N     -   0.99993666  x   0.99996411  =   0.99990077
 KG0529!UTM  14      -   0.99993666  x   0.99966920  =   0.99960588
 KG0529
 KG0529:                Primary Azimuth Mark                     Grid Az
 KG0529:SPC KS N     -  K61 B                                    023 41 48.6
 KG0529:UTM  14      -  K61 B                                    023 03 41.5
 KG0529
 KG0529|---------------------------------------------------------------------|
 KG0529| PID    Reference Object                     Distance      Geod. Az  |
 KG0529|                                                           dddmmss.s |
 KG0529| KG0530 K61 B                               APPROX. 0.5 KM 0233656.1 |
 KG0529| KG0843 BELOIT NEW MUNICIPAL TANK           APPROX. 2.0 KM 0710523.6 |
 KG0529| KG0593 BELOIT MUNICIPAL TANK               APPROX. 1.9 KM 1043401.8 |
 KG0529|---------------------------------------------------------------------|
 KG0529
 KG0529                          SUPERSEDED SURVEY CONTROL
 KG0529
 KG0529  NAD 83(1986)-  39 28 09.37323(N)    098 07 42.28673(W) AD(       ) 3
 KG0529  NAD 27      -  39 28 09.35371(N)    098 07 41.11218(W) AD(       ) 3
 KG0529  NGVD 29 (12/08/88)  430.29   (m)         1411.7    (f) LEVELING    3  
 KG0529
 KG0529.Superseded values are not recommended for survey control.
 KG0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0529.See file dsdata.txt to determine how the superseded data were derived.
 KG0529
 KG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7497269216(NAD 83)
 KG0529_MARKER: DD = SURVEY DISK
 KG0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0529_SP_SET: CONCRETE POST
 KG0529_STAMPING: K61 A 1987
 KG0529_MARK LOGO: NOSAMC
 KG0529_PROJECTION: FLUSH
 KG0529_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0529+STABILITY: SURFACE MOTION
 KG0529
 KG0529  HISTORY     - Date     Condition        Report By
 KG0529  HISTORY     - 1987     MONUMENTED       NOS
 KG0529  HISTORY     - 1987     GOOD             NOSAMC
 KG0529
 KG0529                          STATION DESCRIPTION
 KG0529
 KG0529'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KG0529'THE STATION IS LOCATED AT THE SOUTH SIDE OF THE BELOIT AIRPORT NEAR
 KG0529'THE WINDSOCK.
 KG0529'
 KG0529'GO TO THE BELOIT MUNICIPAL AIRPORT, SEE AIRPORT MANAGER.
 KG0529'
 KG0529'THE STATION IS A STANDARD NOS DISK STAMPED---K61 A 1987---.
 KG0529'IT IS LOCATED 204.133 M (669.75 FT) NORTHWEST OF THE CENTERLINE OF
 KG0529'RUNWAY END 26, 58.522 M (192.0 FT) NORTH OF THE NORTH EDGE OF RUNWAY
 KG0529'8-26, 4.267 M (14.0 FT) SOUTHEAST OF THE WINDSOCK, AND 0.61 M
 KG0529'(2.0 FT) SOUTHEAST OF A WITNESS POST.
 KG0529'
 KG0529'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KG0529'
 KG0529'DESCRIBED BY PBW.
 KG0529
 KG0529                          STATION RECOVERY (1987)
 KG0529
 KG0529'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KG0529'1.8 KM (1.10 MI) NW FROM BELOIT.
 KG0529'THE STATION IS LOCATED AT THE SOUTH SIDE OF THE BELOIT MUNI AIRPORT
 KG0529'NEAR THE WINDSOCK.  CONTACT THE AIRPORT MANAGER FOR PERMISSION TO
 KG0529'ACCESS THE STATION.  IT IS LOCATED 204.133 METERS (669.75 FEET)
 KG0529'NORTWEST OF THE CENTERLINE END OF RUNWAY 26, 58.522 METERS (192.0
 KG0529'FEET) NORTH OF THE NORTH EDGE OF RUNWAY 8-26, AND 4.267 METERS (14.0
 KG0529'FEET) SOUTHEAST OF THE WINDSOCK.
 KG0529'THE MARK IS 0.61 METERS  SE FROM  A WITNESS POST
 KG0529'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0530 ***********************************************************************
 KG0530  DESIGNATION -  K61 B
 KG0530  PID         -  KG0530
 KG0530  STATE/COUNTY-  KS/MITCHELL
 KG0530  USGS QUAD   -  SOLOMON RAPIDS (1953)
 KG0530
 KG0530                         *CURRENT SURVEY CONTROL
 KG0530  ___________________________________________________________________
 KG0530* NAD 83(1997)-  39 28 25.68895(N)    098 07 33.07915(W)     ADJUSTED  
 KG0530* NAVD 88     -       432.425  (meters)    1418.71   (feet)  ADJUSTED  
 KG0530  ___________________________________________________________________
 KG0530  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 KG0530  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 KG0530  DYNAMIC HT  -         432.151 (meters)    1417.82  (feet)  COMP
 KG0530  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 KG0530
 KG0530  HORZ ORDER  -  THIRD
 KG0530  VERT ORDER  -  THIRD
 KG0530
 KG0530.This mark is at Moritz Munorial Airport (K61)
 KG0530
 KG0530.The horizontal coordinates were established by classical geodetic methods
 KG0530.and adjusted by the National Geodetic Survey in October 1998..
 KG0530
 KG0530.The orthometric height was determined by differential leveling
 KG0530.and adjusted by the National Geodetic Survey in June 1991..
 KG0530
 KG0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0530
 KG0530.The geoid height was determined by GEOID03.
 KG0530
 KG0530.The dynamic height is computed by dividing the NAVD 88
 KG0530.geopotential number by the normal gravity value computed on the
 KG0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0530.degrees latitude (g = 980.6199 gals.).
 KG0530
 KG0530.The modeled gravity was interpolated from observed gravity values.
 KG0530
 KG0530;                    North         East     Units Scale Factor Converg.
 KG0530;SPC KS N     -   126,614.087   389,171.080   MT  0.99996441   -0 04 46.7
 KG0530;UTM  14      - 4,369,721.735   575,186.871   MT  0.99966960   +0 33 20.7
 KG0530
 KG0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0530!SPC KS N     -   0.99993635  x   0.99996441  =   0.99990076
 KG0530!UTM  14      -   0.99993635  x   0.99966960  =   0.99960597
 KG0530
 KG0530:                Primary Azimuth Mark                     Grid Az
 KG0530:SPC KS N     -  BELOIT MUNICIPAL TANK                    121 20 52.8
 KG0530:UTM  14      -  BELOIT MUNICIPAL TANK                    120 42 45.4
 KG0530
 KG0530|---------------------------------------------------------------------|
 KG0530| PID    Reference Object                     Distance      Geod. Az  |
 KG0530|                                                           dddmmss.s |
 KG0530| KG0593 BELOIT MUNICIPAL TANK               APPROX. 1.9 KM 1211606.1 |
 KG0530| KG0529 K61 A                               APPROX. 0.5 KM 2033702.0 |
 KG0530|---------------------------------------------------------------------|
 KG0530
 KG0530                          SUPERSEDED SURVEY CONTROL
 KG0530
 KG0530  NAD 83(1986)-  39 28 25.69619(N)    098 07 33.07893(W) AD(       ) 3
 KG0530  NAD 27      -  39 28 25.67704(N)    098 07 31.90517(W) AD(       ) 3
 KG0530  NGVD 29 (12/08/88)  432.27   (m)         1418.2    (f) LEVELING    3  
 KG0530
 KG0530.Superseded values are not recommended for survey control.
 KG0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0530.See file dsdata.txt to determine how the superseded data were derived.
 KG0530
 KG0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7518769722(NAD 83)
 KG0530_MARKER: DD = SURVEY DISK
 KG0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0530_SP_SET: CONCRETE POST
 KG0530_STAMPING: K61 B 1987
 KG0530_MARK LOGO: NOSAMC
 KG0530_PROJECTION: FLUSH
 KG0530_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0530+STABILITY: SURFACE MOTION
 KG0530
 KG0530  HISTORY     - Date     Condition        Report By
 KG0530  HISTORY     - 1987     MONUMENTED       NOS
 KG0530  HISTORY     - 1987     GOOD             NOSAMC
 KG0530
 KG0530                          STATION DESCRIPTION
 KG0530
 KG0530'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KG0530'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE BELOIT
 KG0530'MUNICIPAL AIRPORT.
 KG0530'
 KG0530'GO TO THE BELOIT MUNICIPAL AIRPORT AND SEE THE AIRPORT
 KG0530'MANAGER.
 KG0530'
 KG0530'THE STATION IS A STANDARD NGS DISK
 KG0530'THAT IS STAMPED---K61 B 1987---.
 KG0530'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KG0530'10 INCHES IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KG0530'459.528 METERS (1507.6 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE END
 KG0530'RUNWAY 17,
 KG0530'194.44 METERS (637.3 FT) NORTHEAST FROM THE CENTERLINE END OF 21
 KG0530'85.618 METERS (280.9 FT) EAST FROM THE EAST EDGE OF RUNWAY 17-35
 KG0530'0.244 METERS (.8 FT) NORTH FROM A WITNESS POST.
 KG0530'
 KG0530'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KG0530'
 KG0530'DESCRIBED BY PBW.
 KG0530
 KG0530                          STATION RECOVERY (1987)
 KG0530
 KG0530'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KG0530'1.8 KM (1.10 MI) NW FROM BELOIT.
 KG0530'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE BELOIT MUNI
 KG0530'AIRPORT.  CONTACT THE AIRPORT MANAGER FOR PERMISSION TO ACCESS THE
 KG0530'STATION.  IT IS 459.528 METERS (1507.6 FEET) SOUTH-SOUTHEAST FROM THE
 KG0530'CENTERLINE END OF RUNWAY 17, 194.44 METERS (637.3 FEET) NORTHEAST
 KG0530'FROM THE CENTERLINE END OF RUNWAY 21 AND 85.618 METERS (280.9 FEET)
 KG0530'EAST FROM THE EAST EDGE OF RUNWAY 17-35.
 KG0530'THE MARK IS 0.24 METERS  N FROM  A WITNESS POST
 KG0530'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1317 ***********************************************************************
 JF1317  DESIGNATION -  K78 RWY 30
 JF1317  PID         -  JF1317
 JF1317  STATE/COUNTY-  KS/DICKINSON
 JF1317  USGS QUAD   -  ABILENE (1979)
 JF1317
 JF1317                         *CURRENT SURVEY CONTROL
 JF1317  ___________________________________________________________________
 JF1317* NAD 83(1986)-  38 54 06.     (N)    097 14 03.     (W)     SCALED    
 JF1317* NAVD 88     -       349.878  (meters)    1147.89   (feet)  ADJUSTED  
 JF1317  ___________________________________________________________________
 JF1317  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 JF1317  DYNAMIC HT  -         349.636 (meters)    1147.10  (feet)  COMP
 JF1317  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 JF1317
 JF1317  VERT ORDER  -  THIRD
 JF1317
 JF1317.This mark is at Abilene Municipal Airport (K78)
 JF1317
 JF1317.The horizontal coordinates were scaled from a topographic map and have
 JF1317.an estimated accuracy of +/- 6 seconds.
 JF1317
 JF1317.The orthometric height was determined by differential leveling
 JF1317.and adjusted by the National Geodetic Survey in June 1991..
 JF1317
 JF1317.The geoid height was determined by GEOID03.
 JF1317
 JF1317.The dynamic height is computed by dividing the NAVD 88
 JF1317.geopotential number by the normal gravity value computed on the
 JF1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1317.degrees latitude (g = 980.6199 gals.).
 JF1317
 JF1317.The modeled gravity was interpolated from observed gravity values.
 JF1317
 JF1317;                    North         East    Units  Estimated Accuracy
 JF1317;SPC KS N     -    63,370.      466,430.      MT  (+/- 180 meters Scaled)
 JF1317
 JF1317                          SUPERSEDED SURVEY CONTROL
 JF1317
 JF1317.No superseded survey control is available for this station.
 JF1317
 JF1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ531073(NAD 83)
 JF1317_MARKER: S = SPIKE
 JF1317_SETTING: 0 = UNSPECIFIED SETTING
 JF1317_MARK LOGO: NOS   
 JF1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1317
 JF1317  HISTORY     - Date     Condition        Report By
 JF1317  HISTORY     - 1987     MONUMENTED       NOSAMC
 JF1317
 JF1317                          STATION DESCRIPTION
 JF1317
 JF1317'DESCRIBED BY NOS ATLANTIC MARINE CENTER 1987
 JF1317'3.1 KM (1.95 MI) SW FROM ABILENE.
 JF1317'IN ABILENE, KANSAS AT THE ABILENE MUNICIPAL AIRPORT.  TO REACH THE
 JF1317'STATION CONTACT THE AIRPORT MANAGER.  STATION IS A PIN DRIVEN INTO
 JF1317'THE GROUND AT THE CENTERLINE END OF UNSURFACED RUNWAY 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0543 ***********************************************************************
 KG0543  DESIGNATION -  K82 A
 KG0543  PID         -  KG0543
 KG0543  STATE/COUNTY-  KS/SMITH
 KG0543  USGS QUAD   -  SMITH CENTER (1973)
 KG0543
 KG0543                         *CURRENT SURVEY CONTROL
 KG0543  ___________________________________________________________________
 KG0543* NAD 83(1997)-  39 45 47.76677(N)    098 47 38.90173(W)     ADJUSTED  
 KG0543* NAVD 88     -       547.496  (meters)    1796.24   (feet)  ADJUSTED  
 KG0543  ___________________________________________________________________
 KG0543  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 KG0543  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 KG0543  DYNAMIC HT  -         547.150 (meters)    1795.11  (feet)  COMP
 KG0543  MODELED GRAV-     979,976.5   (mgal)                       NAVD 88
 KG0543
 KG0543  HORZ ORDER  -  THIRD
 KG0543  VERT ORDER  -  THIRD
 KG0543
 KG0543.This mark is at Smith Center Municipal Airport (K82)
 KG0543
 KG0543.The horizontal coordinates were established by classical geodetic methods
 KG0543.and adjusted by the National Geodetic Survey in October 1998..
 KG0543
 KG0543.The orthometric height was determined by differential leveling
 KG0543.and adjusted by the National Geodetic Survey in June 1991..
 KG0543
 KG0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0543
 KG0543.The geoid height was determined by GEOID03.
 KG0543
 KG0543.The dynamic height is computed by dividing the NAVD 88
 KG0543.geopotential number by the normal gravity value computed on the
 KG0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0543.degrees latitude (g = 980.6199 gals.).
 KG0543
 KG0543.The modeled gravity was interpolated from observed gravity values.
 KG0543
 KG0543;                    North         East     Units Scale Factor Converg.
 KG0543;SPC KS N     -   159,042.885   331,952.864   MT  0.99999681   -0 30 08.9
 KG0543;UTM  14      - 4,401,503.142   517,632.740   MT  0.99960383   +0 07 54.0
 KG0543
 KG0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0543!SPC KS N     -   0.99991818  x   0.99999681  =   0.99991499
 KG0543!UTM  14      -   0.99991818  x   0.99960383  =   0.99952204
 KG0543
 KG0543:                Primary Azimuth Mark                     Grid Az
 KG0543:SPC KS N     -  SMITH CENTER STANDPIPE                   043 38 50.7
 KG0543:UTM  14      -  SMITH CENTER STANDPIPE                   043 00 47.8
 KG0543
 KG0543|---------------------------------------------------------------------|
 KG0543| PID    Reference Object                     Distance      Geod. Az  |
 KG0543|                                                           dddmmss.s |
 KG0543| KG0695 SMITH CENTER STANDPIPE              APPROX. 2.2 KM 0430841.8 |
 KG0543| KG0537 SMITH CENTER                        398.108 METERS 14019     |
 KG0543| KG0853 SR 01                               316.600 METERS 17948     |
 KG0543|---------------------------------------------------------------------|
 KG0543
 KG0543                          SUPERSEDED SURVEY CONTROL
 KG0543
 KG0543  NAD 83(1997)-  39 45 47.77274(N)    098 47 38.90329(W) AD(       ) 3
 KG0543  NAD 83(1986)-  39 45 47.77506(N)    098 47 38.90321(W) AD(       ) 3
 KG0543  NAD 27      -  39 45 47.73236(N)    098 47 37.62612(W) AD(       ) 3
 KG0543  NGVD 29 (12/08/88)  547.29   (m)         1795.6    (f) LEVELING    3  
 KG0543
 KG0543.Superseded values are not recommended for survey control.
 KG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0543.See file dsdata.txt to determine how the superseded data were derived.
 KG0543
 KG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK1763301503(NAD 83)
 KG0543_MARKER: DD = SURVEY DISK
 KG0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0543_SP_SET: CONCRETE POST
 KG0543_STAMPING: K82 A 1987
 KG0543_MARK LOGO: NOSAMC
 KG0543_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0543+STABILITY: SURFACE MOTION
 KG0543
 KG0543  HISTORY     - Date     Condition        Report By
 KG0543  HISTORY     - 1987     MONUMENTED       NOS
 KG0543  HISTORY     - 1987     GOOD             NOS
 KG0543
 KG0543                          STATION DESCRIPTION
 KG0543
 KG0543'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KG0543'THE STATION IS LOCATED AT THE SMITH CENTER AIRPORT.
 KG0543'
 KG0543'SEE THE AIRPORT MANAGER.
 KG0543'
 KG0543'THE STATION IS A STANDARD NOS DISK STAMPED---K 82 B 1987---, SET
 KG0543'ATOP OF A ROUND MONUMENT THAT IS FLUSH WITH THE GROUND.
 KG0543'THE STATION IS-
 KG0543'72.6 METERS (236.7 FT.) ENE OF THE CENTERLINE OF RWY END 14.
 KG0543'58.83 METERS (193.0 FT.) NE OF THE N EDGE OF RWY 14.
 KG0543'17.1 METERS (56.0 FT.) W OF THE W EDGE OF RWY 17-35
 KG0543'1.83 METERS (6.0 FT.) E OF THE E EDGE OF A CULTIVATED FIELD.
 KG0543'
 KG0543'DESCRIBED BY P B WALBOLT
 KG0543
 KG0543                          STATION RECOVERY (1987)
 KG0543
 KG0543'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KG0543'2.0 KM (1.25 MI) SOUTH FROM SMITH CENTER.
 KG0543'THE STATION IS LOCATED ABOUT 1.25 MILES SOUTH OF THE BUSINESS DISTRICT
 KG0543'OF SMITH CENTER ON THE SMITH CENTER AIRPORT.  IT IS LOCATED 236.7
 KG0543'FEET ENE FROM THE CENTERLINE OF RUNWAY END 14, 56.0 FEET WEST FROM
 KG0543'THE WEST EDGE OF RUNWAY 17-35.  CONTACT THE AIRPORT MANAGER BEFORE
 KG0543'USING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0542 ***********************************************************************
 KG0542  DESIGNATION -  K82 B
 KG0542  PID         -  KG0542
 KG0542  STATE/COUNTY-  KS/SMITH
 KG0542  USGS QUAD   -  SMITH CENTER (1973)
 KG0542
 KG0542                         *CURRENT SURVEY CONTROL
 KG0542  ___________________________________________________________________
 KG0542* NAD 83(1997)-  39 45 22.86150(N)    098 47 38.94382(W)     ADJUSTED  
 KG0542* NAVD 88     -       544.492  (meters)    1786.39   (feet)  ADJUSTED  
 KG0542  ___________________________________________________________________
 KG0542  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 KG0542  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 KG0542  DYNAMIC HT  -         544.148 (meters)    1785.26  (feet)  COMP
 KG0542  MODELED GRAV-     979,976.3   (mgal)                       NAVD 88
 KG0542
 KG0542  HORZ ORDER  -  THIRD
 KG0542  VERT ORDER  -  THIRD
 KG0542
 KG0542.This mark is at Smith Center Municipal Airport (K82)
 KG0542
 KG0542.The horizontal coordinates were established by classical geodetic methods
 KG0542.and adjusted by the National Geodetic Survey in October 1998..
 KG0542
 KG0542.The orthometric height was determined by differential leveling
 KG0542.and adjusted by the National Geodetic Survey in June 1991..
 KG0542
 KG0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0542
 KG0542.The geoid height was determined by GEOID03.
 KG0542
 KG0542.The dynamic height is computed by dividing the NAVD 88
 KG0542.geopotential number by the normal gravity value computed on the
 KG0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0542.degrees latitude (g = 980.6199 gals.).
 KG0542
 KG0542.The modeled gravity was interpolated from observed gravity values.
 KG0542
 KG0542;                    North         East     Units Scale Factor Converg.
 KG0542;SPC KS N     -   158,274.806   331,945.127   MT  0.99999573   -0 30 08.9
 KG0542;UTM  14      - 4,400,735.326   517,633.502   MT  0.99960383   +0 07 53.9
 KG0542
 KG0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0542!SPC KS N     -   0.99991865  x   0.99999573  =   0.99991438
 KG0542!UTM  14      -   0.99991865  x   0.99960383  =   0.99952251
 KG0542
 KG0542:                Primary Azimuth Mark                     Grid Az
 KG0542:SPC KS N     -  SMITH CENTER                             029 25 56.0
 KG0542:UTM  14      -  SMITH CENTER                             028 47 53.2
 KG0542
 KG0542|---------------------------------------------------------------------|
 KG0542| PID    Reference Object                     Distance      Geod. Az  |
 KG0542|                                                           dddmmss.s |
 KG0542| KG0537 SMITH CENTER                        APPROX. 0.5 KM 0285547.1 |
 KG0542| KG0695 SMITH CENTER STANDPIPE              APPROX. 2.8 KM 0322424.1 |
 KG0542|---------------------------------------------------------------------|
 KG0542
 KG0542                          SUPERSEDED SURVEY CONTROL
 KG0542
 KG0542  NAD 83(1997)-  39 45 22.86747(N)    098 47 38.94539(W) AD(       ) 3
 KG0542  NAD 83(1986)-  39 45 22.86979(N)    098 47 38.94520(W) AD(       ) 3
 KG0542  NAD 27      -  39 45 22.82673(N)    098 47 37.66806(W) AD(       ) 3
 KG0542  NGVD 29 (12/08/88)  544.28   (m)         1785.7    (f) LEVELING    3  
 KG0542
 KG0542.Superseded values are not recommended for survey control.
 KG0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0542.See file dsdata.txt to determine how the superseded data were derived.
 KG0542
 KG0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK1763400735(NAD 83)
 KG0542_MARKER: DD = SURVEY DISK
 KG0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0542_SP_SET: CONCRETE POST
 KG0542_STAMPING: K82 B 1987
 KG0542_MARK LOGO: NOSAMC
 KG0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0542+STABILITY: SURFACE MOTION
 KG0542
 KG0542  HISTORY     - Date     Condition        Report By
 KG0542  HISTORY     - 1987     MONUMENTED       NOS
 KG0542  HISTORY     - 1987     GOOD             NOS
 KG0542
 KG0542                          STATION DESCRIPTION
 KG0542
 KG0542'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KG0542'THE STATION IS LOCATED AT THE SMITH CENTER AIRPORT.
 KG0542'
 KG0542'SEE THE AIRPORT MANAGER.
 KG0542'
 KG0542'THE STATION IS A STANDARD NOS DISK.
 KG0542'
 KG0542'THE STATION IS A STANDARD NOS DISK STAMPED---K 82 A 1987---, SET
 KG0542'IN THE TOP OF A ROUND MONUMENT THAT IS FLUSH WITH THE GROUND.
 KG0542'
 KG0542'THE STATION IS-
 KG0542'76.267 METERS (250.2 FT.) SSW OF THE CENTERLINE OF RWY END 35.
 KG0542'47.55 METERS (156.0 FT.) SSW OF THE SW CORNER OF RUNWAY 35
 KG0542'25.36 METERS (83.2 FT.) N OF THE CENTERLINE OF AN EW GRAVEL ROAD.
 KG0542'5.49 METERS (18.0 FT.) E OF THE EAST EDGE OF A CULTIVATED FIELD.
 KG0542'
 KG0542'DESCRIBED BY P B WALBOLT
 KG0542
 KG0542                          STATION RECOVERY (1987)
 KG0542
 KG0542'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KG0542'2.0 KM (1.25 MI) SOUTH FROM SMITH CENTER.
 KG0542'THE STATION IS LOCATED AT THE SMITH CENTER AIRPORT APPROXIMATELY 1.25
 KG0542'MILES SOUTH OF THE BUSINESS DISTRICT OF SMITH CENTER.  THE STATION IS
 KG0542'A STANDARD NOS ALUMINUM DISK SET INTO A 10 INCH DIAMETER CONCRETE
 KG0542'MONUMENT FLUSH WITH THE GROUND.  IT IS LOCATED 250.2 FEET SSW FROM
 KG0542'THE CENTERLINE OF RUNWAY END 35, 156.0 FEET SSW FROM THE SW CORNER OF
 KG0542'RUNWAY END 35, 83.2 FEET NORTH FROM THE CENTERLINE OF A EAST-WEST
 KG0542'GRAVEL ROAD.  CONTACT THE AIRPORT MANAGER PRIOR TO USING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1350 ***********************************************************************
 HF1350  DESIGNATION -  KA 169
 HF1350  PID         -  HF1350
 HF1350  STATE/COUNTY-  KS/SUMNER
 HF1350  USGS QUAD   -  DALTON (1964)
 HF1350
 HF1350                         *CURRENT SURVEY CONTROL
 HF1350  ___________________________________________________________________
 HF1350* NAD 83(1997)-  37 17 26.13267(N)    097 16 34.37355(W)     ADJUSTED  
 HF1350* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 HF1350  ___________________________________________________________________
 HF1350  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 HF1350  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HF1350
 HF1350  HORZ ORDER  -  SECOND
 HF1350
 HF1350.The horizontal coordinates were established by classical geodetic methods
 HF1350.and adjusted by the National Geodetic Survey in October 1998..
 HF1350
 HF1350.The orthometric height was scaled from a topographic map.
 HF1350
 HF1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1350
 HF1350.The geoid height was determined by GEOID03.
 HF1350
 HF1350;                    North         East     Units Scale Factor Converg.
 HF1350;SPC KS S     -   469,958.839   508,511.600   MT  0.99999538   +0 45 07.4
 HF1350;UTM  14      - 4,128,502.322   652,796.160   MT  0.99988759   +1 02 40.5
 HF1350
 HF1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1350!SPC KS S     -   0.99994251  x   0.99999538  =   0.99993789
 HF1350!UTM  14      -   0.99994251  x   0.99988759  =   0.99983010
 HF1350
 HF1350                          SUPERSEDED SURVEY CONTROL
 HF1350
 HF1350  NAD 83(1997)-  37 17 26.13607(N)    097 16 34.36836(W) AD(       ) 2
 HF1350  NAD 83(1986)-  37 17 26.14345(N)    097 16 34.36487(W) AD(       ) 2
 HF1350  NAD 27      -  37 17 26.06183(N)    097 16 33.20968(W) AD(       ) 2
 HF1350
 HF1350.Superseded values are not recommended for survey control.
 HF1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1350.See file dsdata.txt to determine how the superseded data were derived.
 HF1350
 HF1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5279628502(NAD 83)
 HF1350_MARKER: DD = SURVEY DISK
 HF1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1350+STABILITY: SURFACE MOTION
 HF1350
 HF1350  HISTORY     - Date     Condition        Report By
 HF1350  HISTORY     - 1957     MONUMENTED       USE
 HF1350  HISTORY     - 1962     GOOD             CGS
 HF1350
 HF1350                          STATION DESCRIPTION
 HF1350
 HF1350'DESCRIBED BY US ENGINEERS 1957 (WRH)
 HF1350'THE STATION IS LOCATED ABOUT 7 MILES EAST NORTHEAST OF WELLINGTON,
 HF1350'6 MILES WEST NORTHWEST OF OXFORD AND 1 MILE NORTH OF U.S.
 HF1350'HIGHWAY 160.
 HF1350'
 HF1350'THE MARK IS A STANDARD U.S. CORPS OF ENGINEERS DISK STAMPED
 HF1350'KA 169 1949 TULSA DIST., SET IN THE TOP OF A ROUND CONCRETE
 HF1350'POST PROJECTING ABOUT 15 INCHES.  THE CENTER OF THE MARK WAS
 HF1350'TRAVERSED TO.  IT IS (45.786 METERS) 150.216 FEET NORTHEAST
 HF1350'OF TRIANGULATION STATION DALTON.
 HF1350
 HF1350                          STATION RECOVERY (1962)
 HF1350
 HF1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1350'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION
 HF1350'IS ENTIRELY ADEQUATE.  THE BENCH MARK WAS NOT TRAVERSED BY THIS
 HF1350'PARTY BUT AN ANGLE WAS TURNED TO VERIFY THE 1957 DIRECTION.
 HF1350'
 HF1350'NOTE- THE DISK IS STAMPED KA 169 1949 TULSA DIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0942 ***********************************************************************
 KF0942  DESIGNATION -  KACKLEY ADA LUTHERAN CHURCH
 KF0942  PID         -  KF0942
 KF0942  STATE/COUNTY-  KS/REPUBLIC
 KF0942  USGS QUAD   -  KACKLEY (1965)
 KF0942
 KF0942                         *CURRENT SURVEY CONTROL
 KF0942  ___________________________________________________________________
 KF0942* NAD 83(1997)-  39 42 44.22169(N)    097 52 00.58826(W)     ADJUSTED  
 KF0942* NAVD 88     -                                                        
 KF0942  ___________________________________________________________________
 KF0942  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 KF0942  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 KF0942
 KF0942  HORZ ORDER  -  THIRD
 KF0942
 KF0942.The horizontal coordinates were established by classical geodetic methods
 KF0942.and adjusted by the National Geodetic Survey in October 1998..
 KF0942
 KF0942
 KF0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0942
 KF0942.The geoid height was determined by GEOID03.
 KF0942
 KF0942;                    North         East     Units Scale Factor Converg.
 KF0942;SPC KS N     -   153,092.129   411,419.351   MT  0.99998924   +0 05 03.3
 KF0942;UTM  14      - 4,396,438.085   597,132.960   MT  0.99971615   +0 43 26.7
 KF0942
 KF0942                          SUPERSEDED SURVEY CONTROL
 KF0942
 KF0942  NAD 83(1997)-  39 42 44.22333(N)    097 52 00.58805(W) AD(       ) 4
 KF0942  NAD 83(1986)-  39 42 44.22717(N)    097 52 00.58779(W) AD(       ) 4
 KF0942  NAD 27      -  39 42 44.19600(N)    097 51 59.43000(W) AD(       ) 3
 KF0942
 KF0942.Superseded values are not recommended for survey control.
 KF0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0942.See file dsdata.txt to determine how the superseded data were derived.
 KF0942
 KF0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ9713396438(NAD 83)
 KF0942_MARKER: 91 = CHURCH CROSS
 KF0942
 KF0942  HISTORY     - Date     Condition        Report By
 KF0942  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0942  HISTORY     - 20050713 GOOD             USPSQD
 KF0942
 KF0942                          STATION DESCRIPTION
 KF0942
 KF0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0942'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST FROM THE
 KF0942'VILLAGE OF KACKLEY AND 200 FEET NORTH OF AN EAST-WEST ROAD.
 KF0942'
 KF0942'IT IS A SPIRE, SILVER IN COLOR, PROJECTING FROM A STONE BUILDING
 KF0942'AND HAS A CROSS ON TOP.  IT HAS AN OVERALL HEIGHT OF 75 FEET.
 KF0942'
 KF0942'THE CROSS WAS OBSERVED.
 KF0942
 KF0942                          STATION RECOVERY (2005)
 KF0942
 KF0942'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KF0942'STATION FOUND GOOD. THE EAST-WEST ROAD REFERENCED IN THE 1950
 KF0942'DESCRIPTION IS VALLEY RD. FROM KACKLEY GO WEST ON STATE HIGHWAY 148 TO
 KF0942'50 RD 500. TURN RIGHT AND GO NORTH ON 50 RD 500 TO VALLEY RD. TURN
 KF0942'LEFT ONTO VALLEY RD AND GO 0.5 MILE WEST TO CHURCH ON NORTH SIDE OF
 KF0942'VALLEY RD. CHURCH IS A LIGHT BROWN STONE BUILDING WITH A WHITE BELL
 KF0942'TOWER AND A SILVER SPIRE WITH CROSS ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1423 ***********************************************************************
 JF1423  DESIGNATION -  KAHOLA
 JF1423  PID         -  JF1423
 JF1423  STATE/COUNTY-  KS/CHASE
 JF1423  USGS QUAD   -  SAFFORDVILLE (1989)
 JF1423
 JF1423                         *CURRENT SURVEY CONTROL
 JF1423  ___________________________________________________________________
 JF1423* NAD 83(1997)-  38 29 56.99250(N)    096 29 00.17556(W)     ADJUSTED  
 JF1423* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 JF1423  ___________________________________________________________________
 JF1423  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 JF1423  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 JF1423
 JF1423  HORZ ORDER  -  FIRST
 JF1423
 JF1423.The horizontal coordinates were established by classical geodetic methods
 JF1423.and adjusted by the National Geodetic Survey in October 1998..
 JF1423
 JF1423.The orthometric height was scaled from a topographic map.
 JF1423
 JF1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1423
 JF1423.The geoid height was determined by GEOID03.
 JF1423
 JF1423;                    North         East     Units Scale Factor Converg.
 JF1423;SPC KS S     -   605,287.819   575,901.248   MT  0.99998735   +1 14 21.4
 JF1423;SPC KS N     -    19,517.041   532,299.703   MT  1.00004222   +0 57 34.5
 JF1423;UTM  14      - 4,264,202.120   719,462.301   MT  1.00019317   +1 34 02.0
 JF1423
 JF1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1423!SPC KS S     -   0.99993408  x   0.99998735  =   0.99992143
 JF1423!SPC KS N     -   0.99993408  x   1.00004222  =   0.99997629
 JF1423!UTM  14      -   0.99993408  x   1.00019317  =   1.00012723
 JF1423
 JF1423:                Primary Azimuth Mark                     Grid Az
 JF1423:SPC KS S     -  KAHOLA AZ MK                             003 48 46.0
 JF1423:SPC KS N     -  KAHOLA AZ MK                             004 05 32.9
 JF1423:UTM  14      -  KAHOLA AZ MK                             003 29 05.4
 JF1423
 JF1423|---------------------------------------------------------------------|
 JF1423| PID    Reference Object                     Distance      Geod. Az  |
 JF1423|                                                           dddmmss.s |
 JF1423| CL4627 KAHOLA AZ MK                                       0050307.4 |
 JF1423| CL4628 KAHOLA RM 1                          28.490 METERS 04051     |
 JF1423| CL4629 KAHOLA RM 2                          32.510 METERS 14539     |
 JF1423| JF1424 KAHOLA                               29.938 METERS 33927     |
 JF1423|---------------------------------------------------------------------|
 JF1423
 JF1423                          SUPERSEDED SURVEY CONTROL
 JF1423
 JF1423  NAD 83(1986)-  38 29 57.00042(N)    096 29 00.17606(W) AD(       ) 1
 JF1423  NAD 27      -  38 29 56.95790(N)    096 28 59.16319(W) AD(       ) 1
 JF1423
 JF1423.Superseded values are not recommended for survey control.
 JF1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1423.See file dsdata.txt to determine how the superseded data were derived.
 JF1423
 JF1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH1946264202(NAD 83)
 JF1423_MARKER: DS = TRIANGULATION STATION DISK
 JF1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1423
 JF1423  HISTORY     - Date     Condition        Report By
 JF1423  HISTORY     - 1956     MONUMENTED       CGS
 JF1423  HISTORY     - 1968     GOOD             CGS
 JF1423
 JF1423                          STATION DESCRIPTION
 JF1423
 JF1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1423'THE STATION IS LOCATED ABOUT 12 MILES WEST OF AMERICUS, 11 MILES
 JF1423'SOUTH OF COUNCIL GROVE AND 8 MILES NORTH OF STRONG CITY, ON THE
 JF1423'WEST SIDE OF A NORTH-SOUTH GRAVELED ROAD AND ON LAND OWNED BY
 JF1423'MRS. IDA S. GUTHRIE.  IT IS 54 FEET SOUTH OF THE GATE INTO A
 JF1423'PASTURE, 30 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 JF1423'GRAVELED ROAD, 11 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 JF1423'WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT
 JF1423'4 INCHES AND THE DISK IS STAMPED KAHOLA 1956.
 JF1423'
 JF1423'TO REACH THE STATION FROM THE POST OFFICE IN STRONG CITY, GO
 JF1423'NORTH FOR 0.3 MILE TO JUNCTION WITH U.S. HIGHWAY 50S.  TURN RIGHT
 JF1423'AND GO EAST ON HIGHWAY 50S FOR 3.0 MILES TO A CROSSROAD.  TURN
 JF1423'LEFT AND GO NORTH ON BLACKTOPPED AND GRAVELED ROAD FOR 6.4 MILES
 JF1423'TO TOP OF GRADE AND STATION ON THE WEST SIDE AS DESCRIBED.
 JF1423'
 JF1423'REFERENCE MARK 1 IS 29 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 JF1423'GRAVELED ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE
 JF1423'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED KAHOLA NO
 JF1423'1 1956.
 JF1423'
 JF1423'REFERENCE MARK 1 (USGS) IS 29 FEET EAST OF THE CENTERLINE OF THE
 JF1423'NORTH-SOUTH GRAVELED ROAD, 14 FEET NORTH OF THE CENTER OF A GATE
 JF1423'INTO A PASTURE ON THE EAST SIDE OF ROAD AND 1 FOOT WEST OF A
 JF1423'NORTH-SOUTH FENCE LINE.  THE MARK IS A STANDARD U.S.G.S.
 JF1423'REFERENCE MARK DISK SET IN A DRILL HOLE IN A BOULDER.  THE MARK
 JF1423'IS FLUSH WITH THE ROCK SURFACE AND STAMPED KAHOLA NO 1 1956.
 JF1423'
 JF1423'REFERENCE MARK 2 (USGS) IS 29 FEET EAST OF THE CENTERLINE OF THE
 JF1423'NORTH-SOUTH GRAVELED ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE
 JF1423'LINE.  THE MARK IS A STANDARD U.S.G.S. REFERENCE MARK DISK SET
 JF1423'IN A DRILL HOLE IN A BOULDER.  THE MARK IS FLUSH WITH THE ROCK
 JF1423'SURFACE AND STAMPED KAHOLA NO 2 1956.
 JF1423'
 JF1423'KAHOLA (USGS) IS 69 FEET WEST OF THE CENTERLINE OF THE
 JF1423'NORTH-SOUTH GRAVELED ROAD 36 FEET WEST OF A NORTH-SOUTH FENCE
 JF1423'LINE, 32 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, 97.93 FEET
 JF1423'WEST OF R.M. 1 (USGS), 203.39 FEET NORTHWEST OF R.M. 2 (USGS).
 JF1423'THE MARK IS A STANDARD U.S.G.S. STATION MARK DISK SET IN THE TOP
 JF1423'OF A 6 X 6 INCH CONCRETE POST PROJECTING ABOUT 1 INCH AND
 JF1423'STAMPED KAHOLA 1956.
 JF1423'
 JF1423'THE AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTERLINE OF THE
 JF1423'GRAVELED ROAD, 2.5 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 JF1423'NORTH OF AN EAST-WEST FENCE LINE.  THE MARK PROJECTS ABOUT 4
 JF1423'INCHES AND THE DISK IS STAMPED KAHOLA 1956.
 JF1423'
 JF1423'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVELED
 JF1423'ROAD FOR 0.5 MILE TO THE MARK ON THE SOUTH SIDE WHERE ROAD MAKES
 JF1423'A CURVE TO THE EAST.
 JF1423'
 JF1423'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JF1423
 JF1423                          STATION RECOVERY (1968)
 JF1423
 JF1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1423'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1423'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1423'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1423'RECOVERY.
 JF1423'
 JF1423'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 JF1423'
 JF1423'A METAL WITNESS POST WAS SET 1 FOOT NORTHEAST OF THE AZIMUTH
 JF1423'MARK.
 JF1423'
 JF1423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 8 MILES
 JF1423'NORTH OF STRONG CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1424 ***********************************************************************
 JF1424  DESIGNATION -  KAHOLA
 JF1424  PID         -  JF1424
 JF1424  STATE/COUNTY-  KS/CHASE
 JF1424  USGS QUAD   -  SAFFORDVILLE (1989)
 JF1424
 JF1424                         *CURRENT SURVEY CONTROL
 JF1424  ___________________________________________________________________
 JF1424* NAD 83(1997)-  38 29 57.90164(N)    096 29 00.60920(W)     ADJUSTED  
 JF1424* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 JF1424  ___________________________________________________________________
 JF1424  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 JF1424  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 JF1424
 JF1424  HORZ ORDER  -  SECOND
 JF1424
 JF1424.The horizontal coordinates were established by classical geodetic methods
 JF1424.and adjusted by the National Geodetic Survey in October 1998..
 JF1424
 JF1424.The orthometric height was scaled from a topographic map.
 JF1424
 JF1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1424
 JF1424.The geoid height was determined by GEOID03.
 JF1424
 JF1424;                    North         East     Units Scale Factor Converg.
 JF1424;SPC KS S     -   605,315.618   575,890.136   MT  0.99998739   +1 14 21.1
 JF1424;SPC KS N     -    19,544.896   532,288.727   MT  1.00004216   +0 57 34.2
 JF1424;UTM  14      - 4,264,229.861   719,451.028   MT  1.00019311   +1 34 01.8
 JF1424
 JF1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1424!SPC KS S     -   0.99993408  x   0.99998739  =   0.99992147
 JF1424!SPC KS N     -   0.99993408  x   1.00004216  =   0.99997623
 JF1424!UTM  14      -   0.99993408  x   1.00019311  =   1.00012717
 JF1424
 JF1424                          SUPERSEDED SURVEY CONTROL
 JF1424
 JF1424  NAD 83(1986)-  38 29 57.90956(N)    096 29 00.60970(W) AD(       ) 2
 JF1424  NAD 27      -  38 29 57.86705(N)    096 28 59.59682(W) AD(       ) 2
 JF1424
 JF1424.Superseded values are not recommended for survey control.
 JF1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1424.See file dsdata.txt to determine how the superseded data were derived.
 JF1424
 JF1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH1945164230(NAD 83)
 JF1424_MARKER: DS = TRIANGULATION STATION DISK
 JF1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1424_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1424+STABILITY: SURFACE MOTION
 JF1424
 JF1424  HISTORY     - Date     Condition        Report By
 JF1424  HISTORY     - 1956     MONUMENTED       USGS
 JF1424
 JF1424                          STATION DESCRIPTION
 JF1424
 JF1424'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WNM)
 JF1424'THE STATION IS LOCATED ABOUT 12 MILES WEST OF AMERICUS, 11 MILES
 JF1424'SOUTH OF COUNCIL GROVE AND 8 MILES NORTH OF STRONG CITY, ON THE
 JF1424'WEST SIDE OF A NORTH-SOUTH GRAVELED ROAD AND ON LAND OWNED BY
 JF1424'MRS. IDA S. GUTHRIE.  IT IS 203.39 FEET NORTHWEST OF REFERENCE
 JF1424'MARK 2, 97.93 FEET WEST OF REFERENCE MARK 1, 69 FEET WEST OF THE
 JF1424'CENTERLINE OF THE NORTH-SOUTH GRAVELED ROAD, 36 FEET WEST
 JF1424'OF A NORTH-SOUTH FENCE LINE AND 32 FEET NORTH OF THE CENTER OF
 JF1424'A TRACK ROAD.  THE MARK IS A STANDARD U.S.G.S. STATION MARK
 JF1424'DISK SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING
 JF1424'ABOUT 1 INCH AND STAMPED KAHOLA 1956.
 JF1424'
 JF1424'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION KAHOLA
 JF1424'AND THE DISTANCE IS 29.9360 METERS, 98.215 FEET NORTHWEST OF
 JF1424'STATION KAHOLA.
 JF1424'
 JF1424'TO REACH THE STATION FROM THE POST OFFICE IN STRONG CITY, GO
 JF1424'NORTH FOR 0.3 MILE TO JUNCTION WITH U.S. HIGHWAY 50S.  TURN RIGHT
 JF1424'AND GO EAST ON U.S. HIGHWAY 50S FOR 3.0 MILES TO A CROSSROAD.
 JF1424'TURN LEFT AND GO NORTH ON BLACKTOPPED AND GRAVELED ROAD FOR
 JF1424'6.4 MILES TO TOP OF RIDGE AND STATION ON THE WEST SIDE AS
 JF1424'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1478 ***********************************************************************
 JF1478  DESIGNATION -  KAISER
 JF1478  PID         -  JF1478
 JF1478  STATE/COUNTY-  KS/MARION
 JF1478  USGS QUAD   -  LOST SPRINGS (1972)
 JF1478
 JF1478                         *CURRENT SURVEY CONTROL
 JF1478  ___________________________________________________________________
 JF1478* NAD 83(1997)-  38 32 12.42582(N)    096 58 34.22001(W)     ADJUSTED  
 JF1478* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 JF1478  ___________________________________________________________________
 JF1478  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 JF1478  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 JF1478
 JF1478  HORZ ORDER  -  FIRST
 JF1478
 JF1478.The horizontal coordinates were established by classical geodetic methods
 JF1478.and adjusted by the National Geodetic Survey in October 1998..
 JF1478
 JF1478.The orthometric height was scaled from a topographic map.
 JF1478
 JF1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1478
 JF1478.The geoid height was determined by GEOID03.
 JF1478
 JF1478;                    North         East     Units Scale Factor Converg.
 JF1478;SPC KS S     -   608,647.186   532,853.398   MT  0.99999423   +0 56 11.2
 JF1478;SPC KS N     -    23,090.034   489,267.012   MT  1.00003390   +0 38 52.0
 JF1478;UTM  14      - 4,267,316.492   676,391.981   MT  0.99998318   +1 15 40.3
 JF1478
 JF1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1478!SPC KS S     -   0.99993475  x   0.99999423  =   0.99992898
 JF1478!SPC KS N     -   0.99993475  x   1.00003390  =   0.99996865
 JF1478!UTM  14      -   0.99993475  x   0.99998318  =   0.99991793
 JF1478
 JF1478:                Primary Azimuth Mark                     Grid Az
 JF1478:SPC KS S     -  HERINGTON MUNICIPAL TANK                 010 34 15.2
 JF1478:SPC KS N     -  HERINGTON MUNICIPAL TANK                 010 51 34.4
 JF1478:UTM  14      -  HERINGTON MUNICIPAL TANK                 010 14 46.1
 JF1478
 JF1478|---------------------------------------------------------------------|
 JF1478| PID    Reference Object                     Distance      Geod. Az  |
 JF1478|                                                           dddmmss.s |
 JF1478| JF1481 HERINGTON MUNICIPAL TANK            APPROX.14.9 KM 0113026.4 |
 JF1478| CL4631 KAISER RM 1                          39.649 METERS 08600     |
 JF1478| CL4630 KAISER AZ MK                                       0883806.3 |
 JF1478| CL4632 KAISER RM 2                          36.165 METERS 18559     |
 JF1478| JF1513 MARION W MUN TANK                   APPROX.21.3 KM 1891547.1 |
 JF1478| JF1508 PILSEN ST JOHNS NEPONUK CHURCH      APPROX. 9.1 KM 2165633.3 |
 JF1478| JF1500 HOPE MUNICIPAL TANK                 APPROX.19.1 KM 3323944.3 |
 JF1478|---------------------------------------------------------------------|
 JF1478
 JF1478                          SUPERSEDED SURVEY CONTROL
 JF1478
 JF1478  NAD 83(1986)-  38 32 12.43515(N)    096 58 34.21793(W) AD(       ) 1
 JF1478  NAD 27      -  38 32 12.38628(N)    096 58 33.16335(W) AD(       ) 1
 JF1478
 JF1478.Superseded values are not recommended for survey control.
 JF1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1478.See file dsdata.txt to determine how the superseded data were derived.
 JF1478
 JF1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7639267316(NAD 83)
 JF1478_MARKER: DS = TRIANGULATION STATION DISK
 JF1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1478_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1478
 JF1478  HISTORY     - Date     Condition        Report By
 JF1478  HISTORY     - 1935     MONUMENTED       CGS
 JF1478  HISTORY     - 1968     GOOD             CGS
 JF1478
 JF1478                          STATION DESCRIPTION
 JF1478
 JF1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1478'STATION IS ABOUT 2 MILES SOUTH OF LOST SPRINGS AND 3 MILES
 JF1478'WEST OF LINCOLNVILLE, ON A SMALL RIDGE ABOUT 3/4 MILE WEST OF
 JF1478'THE CHICAGO, KANSAS AND NEBRASKA RAILROAD, IN THE NORTHWEST
 JF1478'QUARTER OF SECTION 34, T. 17 S., R. 4 E.
 JF1478'
 JF1478'TO REACH FROM LOST SPRINGS (MAIN CROSS STREETS), GO EAST ON
 JF1478'GRAVEL ROAD 1.0 MILE TO U.S. HIGHWAY 77, THENCE RIGHT (SOUTH)
 JF1478'FOR 2.2 MILES, THENCE RIGHT (WEST) ON DIRT ROAD 0.9 MILE TO TOP
 JF1478'OF RIDGE AND STATION ON LEFT (SOUTH) IN FENCE CORNER.  MARK IS
 JF1478'33 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 15 FEET SOUTH
 JF1478'OF EAST-WEST FENCE LINE, 20 FEET EAST OF NORTH-SOUTH FENCE LINE
 JF1478'AND PROJECTS 5 INCHES.
 JF1478'
 JF1478'REFERENCE MARK NO. 1 IS IN EAST-WEST FENCE LINE, 20 FEET SOUTH
 JF1478'OF CENTER LINE OF ROAD AND PROJECTS 6 INCHES.
 JF1478'
 JF1478'REFERENCE MARK NO. 2 IS IN NORTH-SOUTH FENCE LINE, 140 FEET
 JF1478'SOUTH OF CENTER LINE OF ROAD AND PROJECTS 6 INCHES.
 JF1478'
 JF1478'AZIMUTH MARK IS REACHED BY GOING 0.5 MILE EAST TO CROSSROAD.  MARK
 JF1478'IS 28 FEET NORTH AND 33 FEET WEST OF CROSSROADS, 1 FOOT SOUTH
 JF1478'OF EAST-WEST FENCE LINE, 10 FEET WEST OF FENCE CORNER AND
 JF1478'PROJECTS 6 INCHES.
 JF1478'
 JF1478'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 JF1478'DESCRIBED.
 JF1478'
 JF1478'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JF1478
 JF1478                          STATION RECOVERY (1968)
 JF1478
 JF1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1478'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1478'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JF1478'
 JF1478'TO REACH THE STATION FROM THE CROSSROAD AT THE EAST SIDE OF
 JF1478'LINCOLNVILLE, GO NORTH ON U.S. HIGHWAY 77 FOR 3.0 MILES TO A
 JF1478'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.4
 JF1478'MILE TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE.
 JF1478'CONTINUE WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO A FENCE CORNER
 JF1478'ON THE RIGHT AND A FIELD APPROACH AND THE STATION ON THE LEFT.
 JF1478'
 JF1478'STATION MARK IS 34 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 JF1478'ROAD, 29 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 15 FEET EAST
 JF1478'OF OLD FENCE LINE, 11 FEET SOUTH OF AN OLD EAST-WEST FENCE, 2
 JF1478'FEET EAST OF A PROJECTED LINE WITH THE FENCE ON THE NORTH SIDE
 JF1478'OF THE ROAD, AND IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 JF1478'
 JF1478'REFERENCE MARK NO. 1 IS 20 FEET SOUTH OF THE CENTER OF ROAD, 5
 JF1478'FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 3 FEET SOUTH OF A FENCE,
 JF1478'AND PROJECTS 8 INCHES.
 JF1478'
 JF1478'REFERENCE MARK NO. 2 IS 140 FEET SOUTH OF THE CENTER OF THE
 JF1478'ROAD, 0.5 FEET EAST OF OLD FENCELINE, AND IS 6 INCHES BELOW THE
 JF1478'SURFACE OF THE GROUND.
 JF1478'
 JF1478'AZIMUTH MARK, IS 33 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 JF1478'ROAD, 28 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 10 FEET
 JF1478'WEST OF A FENCE CORNER, 1 FOOT WEST OF A METAL WITNESS POST,
 JF1478'AND PROJECTS 6 INCHES.
 JF1478'
 JF1478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 JF1478'WEST OF LINCOLNVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5428 ***********************************************************************
 AE5428  CBN         -  This is a Cooperative Base Network Control Station.
 AE5428  DESIGNATION -  KAN1 A
 AE5428  PID         -  AE5428
 AE5428  STATE/COUNTY-  KS/JEFFERSON
 AE5428  USGS QUAD   -  PERRY (1975)
 AE5428
 AE5428                         *CURRENT SURVEY CONTROL
 AE5428  ___________________________________________________________________
 AE5428* NAD 83(1997)-  39 07 23.24321(N)    095 24 50.14528(W)     ADJUSTED  
 AE5428* NAVD 88     -       282.358  (meters)     926.37   (feet)  ADJUSTED  
 AE5428  ___________________________________________________________________
 AE5428  X           -    -467,497.310 (meters)                     COMP
 AE5428  Y           -  -4,932,804.877 (meters)                     COMP
 AE5428  Z           -   4,003,088.568 (meters)                     COMP
 AE5428  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 AE5428  ELLIP HEIGHT-         250.73  (meters)          (08/16/04) GPS OBS
 AE5428  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 AE5428  DYNAMIC HT  -         282.176 (meters)     925.77  (feet)  COMP
 AE5428  MODELED GRAV-     979,976.9   (mgal)                       NAVD 88
 AE5428
 AE5428  HORZ ORDER  -  B
 AE5428  VERT ORDER  -  FIRST     CLASS II
 AE5428  ELLP ORDER  -  FOURTH    CLASS II
 AE5428
 AE5428.The horizontal coordinates were established by GPS observations
 AE5428.and adjusted by the National Geodetic Survey in December 1997..
 AE5428
 AE5428.The orthometric height was determined by differential leveling
 AE5428.and adjusted by the National Geodetic Survey in July 2002..
 AE5428
 AE5428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5428
 AE5428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5428
 AE5428.The ellipsoidal height was determined by GPS observations
 AE5428.and is referenced to NAD 83.
 AE5428
 AE5428.The geoid height was determined by GEOID03.
 AE5428
 AE5428.The dynamic height is computed by dividing the NAVD 88
 AE5428.geopotential number by the normal gravity value computed on the
 AE5428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5428.degrees latitude (g = 980.6199 gals.).
 AE5428
 AE5428.The modeled gravity was interpolated from observed gravity values.
 AE5428
 AE5428;                    North         East     Units Scale Factor Converg.
 AE5428;SPC KS N     -    90,868.225   623,593.747   MT  0.99995932   +1 38 10.5
 AE5428;UTM  15      - 4,333,214.491   291,323.668   MT  1.00013621   -1 31 25.4
 AE5428
 AE5428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5428!SPC KS N     -   0.99996066  x   0.99995932  =   0.99991999
 AE5428!UTM  15      -   0.99996066  x   1.00013621  =   1.00009687
 AE5428
 AE5428                          SUPERSEDED SURVEY CONTROL
 AE5428
 AE5428  ELLIP H (12/22/97)  250.72   (m)                       GP(       ) 4 1
 AE5428
 AE5428.Superseded values are not recommended for survey control.
 AE5428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5428.See file dsdata.txt to determine how the superseded data were derived.
 AE5428
 AE5428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD9132433214(NAD 83)
 AE5428_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5428_SETTING: 66 = SET IN ROCK OUTCROP
 AE5428_STAMPING: KAN1 A 1997
 AE5428_MARK LOGO: NGS   
 AE5428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5428+STABILITY: POSITION/ELEVATION WELL
 AE5428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5428+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1997
 AE5428
 AE5428  HISTORY     - Date     Condition        Report By
 AE5428  HISTORY     - 1997     MONUMENTED       NGS
 AE5428  HISTORY     - 19971112 GOOD             NGS
 AE5428
 AE5428                          STATION DESCRIPTION
 AE5428
 AE5428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5428'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) EAST-NORTHEAST OF
 AE5428'TOPEKA, 22.5 KM (14.00 MI) NORTHWEST OF LAWRENCE, 6.0 KM (3.70 MI)
 AE5428'NORTH-NORTHWEST OF PERRY, NEAR THE SOUTHEAST END OF LAKE PERRY, AT THE
 AE5428'LAKE PERRY YACHT AND MARINA, NEAR THE NORTHEAST TRIANGULAR CORNER OF
 AE5428'THE MARINA MANAGERS YARD AT 10770 PERRY PARK DRIVE. OWNERSHIP--ARMY
 AE5428'CORPS OF ENGINEERS, LAKE PERRY INFORMATION CENTER, PROJECT MANAGER IS
 AE5428'MR. FRANK FUNK, 10419 PERRY PARK DRIVE, PERRY KS 66073, PHONE
 AE5428'913-597-5144.  MARINA MANAGER IS BOB BEST, LAKE PERRY YACHT AND
 AE5428'MARINA, 10770 PERRY PARK DRIVE, PERRY KS 60773, PHONE 597-5555.  TO
 AE5428'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND FERGUSON RD
 AE5428'NEAR THE NORTH EDGE OF PERRY, GO NORTH FOR 4.98 KM (3.10 MI) ON
 AE5428'FERGUSON ROAD TO THE JUNCTION OF 43RD ROAD ON THE LEFT. TURN LEFT,
 AE5428'WESTERLY FOR 0.64 KM (0.40 MI) ON 43RD ROAD TO THE CORS ACCESS ROAD
 AE5428'AND GATE ON THE RIGHT.  CONTINUE WESTERLY FOR 0.80 KM (0.50 MI) ON
 AE5428'43RD ROAD TO THE PAVED MARINA ACCESS ROAD ON THE RIGHT.  TURN RIGHT,
 AE5428'WEST FOR 0.32 KM (0.20 MI) ON THE PAVED ROAD, PASSING THE MANAGERS
 AE5428'HOUSE, TO A GRAVEL ROAD RIGHT AND THE STATION ON THE RIGHT, NEAR THE
 AE5428'NORTHWEST CORNER OF THE YARD.  THE STATION IS SET INTO A DRILL HOLE IN
 AE5428'THE TOP OF A 2 FT (0.6 M) BY 2 FT (0.6 M) ROCK OUTCROP FLUSH WITH
 AE5428'GROUND.  LOCATED 13.2 M (43.3 FT) WEST-NORTHWEST OF THE CENTER OF A 3
 AE5428'FT (0.9 M) BY 3 FT (0.9 M) SQUARE METAL COVER IN THE YARD, 13.1 M
 AE5428'(43.0 FT) SOUTH-SOUTHWEST OF A 12-INCH METAL WATER METER COVER NEAR
 AE5428'THE CENTER OF THE GRAVEL ROAD, 11.5 M (37.7 FT) SOUTH OF THE CENTER OF
 AE5428'GRAVEL ROAD, 9.2 M (30.2 FT) EAST-NORTHEAST OF THE CENTER OF THE PAVED
 AE5428'MARINA ROAD, 3.8 M (12.5 FT) EAST-SOUTHEAST OF A RED METAL FENCE POST
 AE5428'AND ABOUT 0.3 M (1.0 FT) HIGHER THAN THE PAVED ROAD.
 AE5428
 AE5428                          STATION RECOVERY (1997)
 AE5428
 AE5428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5428'0.3 KM (0.20 MI) EASTERLY ALONG WOODSON AVENUE FROM THE POST OFFICE IN
 AE5428'LECOMPTON, THENCE 4.0 KM (2.50 MI) NORTHERLY ALONG COUNTY ROAD 600
 AE5428'EAST AND THEN LECOMPTON ROAD, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG
 AE5428'U.S.  HIGHWAY 24, THENCE 4.7 KM (2.90 MI) NORTHERLY ALONG FERGUSON
 AE5428'ROAD, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG 43RD ROAD, THENCE 0.3 KM
 AE5428'(0.20 MI) SOUTHEASTERLY ALONG A PAVED ROAD, THENCE 0.4 KM (0.25 MI)
 AE5428'WESTERLY ALONG A PAVED ROAD LEADING TO THE LAKE PERRY MARINA, NEAR THE
 AE5428'WEST END OF A 2 BY 3-FOOT AREA OF OUTCROPPING BEDROCK, 34.9 M (114.5
 AE5428'FT) NORTH OF THE NORTHEAST CORNER OF A CHAIN-LINK FENCE ENCLOSING A
 AE5428'BOAT STORAGE YARD, 28.3 M (92.8 FT) SOUTHEAST OF A FLAG POLE, 17.3 M
 AE5428'(56.8 FT) SOUTH OF A UTILITY LIGHT POLE, 8.9 M (29.2 FT) NORTHEAST OF
 AE5428'THE ROAD CENTER, 8.8 M (28.9 FT) EAST OF THE WEST END OF A GRASSY
 AE5428'AREA, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT)
 AE5428'EAST OF THE WEST END OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5429 ***********************************************************************
 AE5429  CBN         -  This is a Cooperative Base Network Control Station.
 AE5429  DESIGNATION -  KAN1 B
 AE5429  PID         -  AE5429
 AE5429  STATE/COUNTY-  KS/JEFFERSON
 AE5429  USGS QUAD   -  OZAWKIE (1975)
 AE5429
 AE5429                         *CURRENT SURVEY CONTROL
 AE5429  ___________________________________________________________________
 AE5429* NAD 83(1997)-  39 07 33.75367(N)    095 24 27.93763(W)     ADJUSTED  
 AE5429* NAVD 88     -       286.339  (meters)     939.43   (feet)  ADJUSTED  
 AE5429  ___________________________________________________________________
 AE5429  X           -    -466,947.228 (meters)                     COMP
 AE5429  Y           -  -4,932,654.632 (meters)                     COMP
 AE5429  Z           -   4,003,342.537 (meters)                     COMP
 AE5429  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AE5429  ELLIP HEIGHT-         254.71  (meters)          (08/16/04) GPS OBS
 AE5429  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 AE5429  DYNAMIC HT  -         286.155 (meters)     938.83  (feet)  COMP
 AE5429  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 AE5429
 AE5429  HORZ ORDER  -  B
 AE5429  VERT ORDER  -  FIRST     CLASS II
 AE5429  ELLP ORDER  -  FOURTH    CLASS II
 AE5429
 AE5429.The horizontal coordinates were established by GPS observations
 AE5429.and adjusted by the National Geodetic Survey in December 1997..
 AE5429
 AE5429.The orthometric height was determined by differential leveling
 AE5429.and adjusted by the National Geodetic Survey in July 2002..
 AE5429
 AE5429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5429
 AE5429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5429
 AE5429.The ellipsoidal height was determined by GPS observations
 AE5429.and is referenced to NAD 83.
 AE5429
 AE5429.The geoid height was determined by GEOID03.
 AE5429
 AE5429.The dynamic height is computed by dividing the NAVD 88
 AE5429.geopotential number by the normal gravity value computed on the
 AE5429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5429.degrees latitude (g = 980.6199 gals.).
 AE5429
 AE5429.The modeled gravity was interpolated from observed gravity values.
 AE5429
 AE5429;                    North         East     Units Scale Factor Converg.
 AE5429;SPC KS N     -    91,207.453   624,117.683   MT  0.99995921   +1 38 24.5
 AE5429;UTM  15      - 4,333,524.376   291,865.603   MT  1.00013343   -1 31 11.7
 AE5429
 AE5429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5429!SPC KS N     -   0.99996004  x   0.99995921  =   0.99991925
 AE5429!UTM  15      -   0.99996004  x   1.00013343  =   1.00009346
 AE5429
 AE5429                          SUPERSEDED SURVEY CONTROL
 AE5429
 AE5429  ELLIP H (12/22/97)  254.70   (m)                       GP(       ) 4 1
 AE5429
 AE5429.Superseded values are not recommended for survey control.
 AE5429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5429.See file dsdata.txt to determine how the superseded data were derived.
 AE5429
 AE5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD9186633524(NAD 83)
 AE5429_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5429_SETTING: 66 = SET IN ROCK OUTCROP
 AE5429_STAMPING: KAN1 B 1997
 AE5429_MARK LOGO: NGS   
 AE5429_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5429+STABILITY: POSITION/ELEVATION WELL
 AE5429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5429+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1997
 AE5429
 AE5429  HISTORY     - Date     Condition        Report By
 AE5429  HISTORY     - 1997     MONUMENTED       NGS
 AE5429  HISTORY     - 19971112 GOOD             NGS
 AE5429
 AE5429                          STATION DESCRIPTION
 AE5429
 AE5429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5429'THE STATION IS LOCATED ABOUT 22.5 KM (14.00 MI) EAST-NORTHEAST OF
 AE5429'TOPEKA, 22.5 KM (14.00 MI) NORTHWEST OF LAWRENCE, 6.0 KM (3.70 MI)
 AE5429'NORTH-NORTHWEST OF PERRY, NEAR THE SOUTHEAST END OF LAKE PERRY,
 AE5429'NORTH-NORTHEAST OF THE MARINA, NEAR THE CENTER OF THE EAST-NORTHEAST
 AE5429'END OF A GRASSY AREA WITH PUBLIC OUTHOUSE.  OWNERSHIP--ARMY CORPS OF
 AE5429'ENGINEERS, LAKE PERRY INFORMATION CENTER, PROJECT MANAGER MR. FRANK
 AE5429'FUNK, 10419 PERRY PARK DRIVE, PERRY KS 66073, PHONE 913-597-5144.  TO
 AE5429'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND FERGUSON RD
 AE5429'NEAR THE NORTH EDGE OF PERRY, GO NORTH FOR 4.98 KM (3.10 MI) ON
 AE5429'FERGUSON ROAD TO THE JUNCTION OF 43RD ROAD ON THE LEFT.  TURN LEFT,
 AE5429'WESTERLY FOR 0.64 KM (0.40 MI) ON 43RD ROAD TO THE CORS ACCESS ROAD
 AE5429'AND GATE ON THE RIGHT.  CONTINUE WESTERLY FOR 0.32 KM (0.20 MI) ON
 AE5429'43RD ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTHERLY FOR 0.32 KM
 AE5429'(0.20 MI) ON THE PAVED ROAD TO A GATE AND A PAVED ROAD LEFT. TURN
 AE5429'LEFT, NORTHWESTERLY FOR 0.32 KM (0.20 MI) ON THE PAVED ROAD TO A LOOP
 AE5429'ROAD AROUND A GRASSY AREA ON RIGHT.  TURN RIGHT, NORTHWEST FOR ABOUT
 AE5429'22 M (72.2 FT) TO A WITNESS POST ON THE RIGHT AND THE STATION ON THE
 AE5429'LEFT.  THE STATION IS SET INTO A DRILL HOLE IN THE TOP OF A 3 FT (0.9
 AE5429'M) BY 8 FT (2.4 M) ROCK OUTCROP FLUSH WITH GROUND. LOCATED 51.3 M
 AE5429'(168.3 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE LADIES
 AE5429'OUTHOUSE (P5), 33.8 M (110.9 FT) EAST OF THE SOUTH-SOUTHEAST END OF A
 AE5429'30-INCH METAL CULVERT UNDER THE NORTHWEST LOOP ROAD, 22.3 M (73.2 FT)
 AE5429'NORTHWEST OF THE CENTER OF THE MAIN PAVED ROAD, 12.7 M (41.7 FT)
 AE5429'SOUTHWEST OF AND ACROSS THE EAST-NORTHEAST LOOP ROAD FROM A WITNESS
 AE5429'POST, 6.3 M (20.7 FT) SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST LOOP ROAD
 AE5429'CENTER, ABOUT 0.3 M (1.0 FT) LOWER THAN THE EAST-NORTHEAST LOOP ROAD.
 AE5429
 AE5429                          STATION RECOVERY (1997)
 AE5429
 AE5429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5429'0.3 KM (0.20 MI) EASTERLY ALONG WOODSON AVENUE FROM THE POST OFFICE IN
 AE5429'LECOMPTON, THENCE 4.0 KM (2.50 MI) NORTHERLY ALONG COUNTY ROAD 600
 AE5429'EAST AND THEN LECOMPTON ROAD, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG
 AE5429'U.S.  HIGHWAY 24, THENCE 4.7 KM (2.90 MI) NORTHERLY ALONG FERGUSON
 AE5429'ROAD, THENCE 1.1 KM (0.70 MI) WESTERLY ALONG 43RD ROAD, THENCE 0.4 KM
 AE5429'(0.25 MI) NORTHEASTERLY ALONG A PAVED ROAD LEADING TO PIRATES COVE,
 AE5429'NEAR THE CENTER OF A 3 BY 7-FOOT AREA OF OUTCROPPING BEDROCK NEAR THE
 AE5429'NORTH END OF A REST AREA, 51.4 M (168.6 FT) NORTHEAST OF THE EAST
 AE5429'CORNER OF AN OUTHOUSE, 33.7 M (110.6 FT) EAST OF THE CENTER OF THE
 AE5429'SOUTHEAST END OF A CULVERT UNDER THE LOOP ROAD OF THE REST AREA, 22.1
 AE5429'M (72.5 FT) NORTHWEST OF THE ROAD CENTER, 12.4 M (40.7 FT) SOUTHWEST
 AE5429'OF A WITNESS POST, 8.6 M (28.2 FT) SOUTHWEST OF THE CENTER OF THE LOOP
 AE5429'ROAD, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0745 ***********************************************************************
 KH0745  DESIGNATION -  KANONA
 KH0745  PID         -  KH0745
 KH0745  STATE/COUNTY-  KS/DECATUR
 KH0745  USGS QUAD   -  KANONA (1965)
 KH0745
 KH0745                         *CURRENT SURVEY CONTROL
 KH0745  ___________________________________________________________________
 KH0745* NAD 83(1997)-  39 47 44.72087(N)    100 23 37.41912(W)     ADJUSTED  
 KH0745* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 KH0745  ___________________________________________________________________
 KH0745  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 KH0745  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 KH0745
 KH0745  HORZ ORDER  -  SECOND
 KH0745
 KH0745.The horizontal coordinates were established by classical geodetic methods
 KH0745.and adjusted by the National Geodetic Survey in October 1998..
 KH0745
 KH0745.The orthometric height was scaled from a topographic map.
 KH0745
 KH0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0745
 KH0745.The geoid height was determined by GEOID03.
 KH0745
 KH0745;                    North         East     Units Scale Factor Converg.
 KH0745;SPC KS N     -   165,061.122   195,006.121   MT  1.00000204   -1 30 52.4
 KH0745;UTM  14      - 4,406,017.511   380,675.992   MT  0.99977529   -0 53 31.8
 KH0745
 KH0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0745!SPC KS N     -   0.99987706  x   1.00000204  =   0.99987910
 KH0745!UTM  14      -   0.99987706  x   0.99977529  =   0.99965238
 KH0745
 KH0745:                Primary Azimuth Mark                     Grid Az
 KH0745:SPC KS N     -  NORCATUR MUNICIPAL TANK                  075 56 14.2
 KH0745:UTM  14      -  NORCATUR MUNICIPAL TANK                  075 18 53.6
 KH0745
 KH0745|---------------------------------------------------------------------|
 KH0745| PID    Reference Object                     Distance      Geod. Az  |
 KH0745|                                                           dddmmss.s |
 KH0745| KH0722 NORCATUR MUNICIPAL TANK             APPROX.18.1 KM 0742521.8 |
 KH0745| KH0736 JENNINGS MUNICIPAL TANK             APPROX.15.8 KM 1463241.8 |
 KH0745| CN8903 KANONA RM 1                          17.956 METERS 17153     |
 KH0745| KH0740 DRESDEN R IS RR SHORTWAVE TWR       APPROX.19.4 KM 1864003.6 |
 KH0745| CN8902 KANONA AZ MK                                       2540705.2 |
 KH0745| CN8904 KANONA RM 2                          17.802 METERS 26851     |
 KH0745| KH0802 OBERLIN MUNICIPAL STANDPIPE         APPROX.12.2 KM 2861102.4 |
 KH0745|---------------------------------------------------------------------|
 KH0745
 KH0745                          SUPERSEDED SURVEY CONTROL
 KH0745
 KH0745  NAD 83(1997)-  39 47 44.72230(N)    100 23 37.41922(W) AD(       ) 2
 KH0745  NAD 83(1986)-  39 47 44.72548(N)    100 23 37.42262(W) AD(       ) 2
 KH0745  NAD 27      -  39 47 44.70700(N)    100 23 35.91100(W) AD(       ) 2
 KH0745
 KH0745.Superseded values are not recommended for survey control.
 KH0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0745.See file dsdata.txt to determine how the superseded data were derived.
 KH0745
 KH0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK8067606018(NAD 83)
 KH0745_MARKER: DS = TRIANGULATION STATION DISK
 KH0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0745
 KH0745  HISTORY     - Date     Condition        Report By
 KH0745  HISTORY     - 1950     MONUMENTED       CGS
 KH0745
 KH0745                          STATION DESCRIPTION
 KH0745
 KH0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0745'THE STATION IS LOCATED 0.05 MILE SOUTH AND 0.2 MILE WEST OF THE
 KH0745'POST OFFICE IN KANONA ON THE ROAD RIGHT-OF-WAY, 30 FEET NORTH
 KH0745'OF THE CENTER OF ROAD, 13 FEET WEST OF THE WEST END OF A WIRE
 KH0745'GATE, 2 FEET WEST OF A WITNESS POST AND 1 FOOT SOUTH OF AN
 KH0745'EAST-WEST FENCE LINE.  IT IS STAMPED KANONA 1950 AND PROJECTS
 KH0745'3 INCHES.
 KH0745'
 KH0745'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 28 FEET SOUTH
 KH0745'OF THE CENTER OF ROAD, 1 FOOT WEST OF A TELEPHONE POLE AND 1
 KH0745'FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED KANONA NO
 KH0745'1 1950 AND PROJECTS 5 INCHES.
 KH0745'
 KH0745'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET NORTH
 KH0745'OF THE CENTER OF ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 KH0745'LINE.  IT IS STAMPED KANONA NO 2 1950 AND PROJECTS 5 INCHES.
 KH0745'
 KH0745'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 87.85 FEET.
 KH0745'
 KH0745'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 36 FEET NORTH OF THE
 KH0745'CENTER OF ROAD, 36 FEET SOUTH OF THE SOUTH RAIL OF CHICAGO,
 KH0745'BURLINGTON AND QUINCY RAILROAD TRACK, 3 FEET EAST OF A TELEPHONE
 KH0745'POLE AND 1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED KANONA
 KH0745'1950 AND PROJECTS 5 INCHES.
 KH0745'
 KH0745'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND
 KH0745'SOUTHWEST ON GRAVELED ROAD FOR 0.35 MILE TO MARK ON RIGHT AS
 KH0745'DESCRIBED.
 KH0745'
 KH0745'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0698 ***********************************************************************
 JG0698  DESIGNATION -  KANOPOLIS MUNICIPAL TANK
 JG0698  PID         -  JG0698
 JG0698  STATE/COUNTY-  KS/ELLSWORTH
 JG0698  USGS QUAD   -  ELLSWORTH (1979)
 JG0698
 JG0698                         *CURRENT SURVEY CONTROL
 JG0698  ___________________________________________________________________
 JG0698* NAD 83(1997)-  38 42 50.11758(N)    098 09 27.41475(W)     ADJUSTED  
 JG0698* NAVD 88     -                                                        
 JG0698  ___________________________________________________________________
 JG0698  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 JG0698  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 JG0698
 JG0698  HORZ ORDER  -  THIRD
 JG0698
 JG0698.The horizontal coordinates were established by classical geodetic methods
 JG0698.and adjusted by the National Geodetic Survey in October 1998..
 JG0698
 JG0698
 JG0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0698
 JG0698.The geoid height was determined by GEOID03.
 JG0698
 JG0698;                    North         East     Units Scale Factor Converg.
 JG0698;SPC KS N     -    42,261.291   386,291.552   MT  1.00000044   -0 05 59.0
 JG0698;UTM  14      - 4,285,367.663   573,236.977   MT  0.99966605   +0 31 36.8
 JG0698
 JG0698                          SUPERSEDED SURVEY CONTROL
 JG0698
 JG0698  NAD 83(1986)-  38 42 50.12569(N)    098 09 27.41469(W) AD(       ) 4
 JG0698  NAD 27      -  38 42 50.09300(N)    098 09 26.22600(W) AD(       ) 3
 JG0698
 JG0698.Superseded values are not recommended for survey control.
 JG0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0698.See file dsdata.txt to determine how the superseded data were derived.
 JG0698
 JG0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH7323785368(NAD 83)
 JG0698_MARKER: 53 = ELEVATED TANK
 JG0698
 JG0698  HISTORY     - Date     Condition        Report By
 JG0698  HISTORY     - 1952     FIRST OBSERVED   CGS
 JG0698  HISTORY     - 20050805 GOOD             GEOCAC
 JG0698
 JG0698                          STATION DESCRIPTION
 JG0698
 JG0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0698'THE TANK IS NEAR THE CENTER OF KANOPOLIS.  IT IS A 4-LEGGED STEEL
 JG0698'STRUCTURE, PAINTED ALUMINUM, AND IS ABOUT 115 FEET HIGH.
 JG0698'
 JG0698'THE POINT INTERSECTED WAS THE APEX OF THE ROOF.
 JG0698
 JG0698                          STATION RECOVERY (2005)
 JG0698
 JG0698'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JG0698'TANK IS PAINTED SILVER WITH BLACK LETTERS AND A GREEN ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0410 ***********************************************************************
 KJ0410  DESIGNATION -  KANORADO
 KJ0410  PID         -  KJ0410
 KJ0410  STATE/COUNTY-  KS/SHERMAN
 KJ0410  USGS QUAD   -  KANORADO (1984)
 KJ0410
 KJ0410                         *CURRENT SURVEY CONTROL
 KJ0410  ___________________________________________________________________
 KJ0410* NAD 83(1997)-  39 17 55.73578(N)    102 02 54.65459(W)     ADJUSTED  
 KJ0410* NAVD 88     -      1211.5    (meters)    3975.     (feet)  VERTCON   
 KJ0410  ___________________________________________________________________
 KJ0410  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KJ0410  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 KJ0410
 KJ0410  HORZ ORDER  -  SECOND
 KJ0410
 KJ0410.The horizontal coordinates were established by classical geodetic methods
 KJ0410.and adjusted by the National Geodetic Survey in October 1998..
 KJ0410
 KJ0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0410
 KJ0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0410
 KJ0410.The geoid height was determined by GEOID03.
 KJ0410
 KJ0410;                    North         East     Units Scale Factor Converg.
 KJ0410;SPC KS N     -   114,984.722    50,902.873   MT  0.99995720   -2 33 41.6
 KJ0410;SPC CO C     -   473,135.446 1,212,040.945   MT  0.99994185   +2 10 36.5
 KJ0410;SPC CO C     - 1,552,278.54  3,976,504.33   sFT  0.99994185   +2 10 36.5
 KJ0410;UTM  13      - 4,354,091.380   754,518.265   MT  1.00039768   +1 52 13.3
 KJ0410;UTM  14      - 4,354,369.172   237,112.875   MT  1.00045101   -1 55 54.9
 KJ0410
 KJ0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0410!SPC KS N     -   0.99981363  x   0.99995720  =   0.99977083
 KJ0410!SPC CO C     -   0.99981363  x   0.99994185  =   0.99975549
 KJ0410!UTM  13      -   0.99981363  x   1.00039768  =   1.00021123
 KJ0410!UTM  14      -   0.99981363  x   1.00045101  =   1.00026455
 KJ0410
 KJ0410:                Primary Azimuth Mark                     Grid Az
 KJ0410:SPC KS N     -  KANORADO MUNICIPAL TANK                  013 30 58.4
 KJ0410:SPC CO C     -  KANORADO MUNICIPAL TANK                  008 46 40.3
 KJ0410:UTM  13      -  KANORADO MUNICIPAL TANK                  009 05 03.5
 KJ0410:UTM  14      -  KANORADO MUNICIPAL TANK                  012 53 11.7
 KJ0410
 KJ0410|---------------------------------------------------------------------|
 KJ0410| PID    Reference Object                     Distance      Geod. Az  |
 KJ0410|                                                           dddmmss.s |
 KJ0410| KJ0411 KANORADO MUNICIPAL TANK             APPROX. 4.3 KM 0105716.8 |
 KJ0410| KH0691 CARUSO CONCRETE ELEVATOR            APPROX.20.6 KM 0772730.9 |
 KJ0410| KH0678 GOODLAND MUNICIPAL STANDPIPE        APPROX.29.4 KM 0784643.9 |
 KJ0410| CP8368 KANORADO RM 1                       191.767 METERS 17950     |
 KJ0410| CP8369 KANORADO RM 2                       199.448 METERS 27112     |
 KJ0410| KJ0424 BURLINGTON MUNICIPAL TANK           APPROX.19.0 KM 2725102.9 |
 KJ0410| KJ0413 PECONIC ET                          APPROX. 8.9 KM 2850101.3 |
 KJ0410| CP8367 KANORADO AZ MK                                     3585610.4 |
 KJ0410|---------------------------------------------------------------------|
 KJ0410
 KJ0410                          SUPERSEDED SURVEY CONTROL
 KJ0410
 KJ0410  NAD 83(1997)-  39 17 55.73543(N)    102 02 54.65434(W) AD(       ) 2
 KJ0410  NAD 83(1986)-  39 17 55.73486(N)    102 02 54.65347(W) AD(       ) 2
 KJ0410  NAD 27      -  39 17 55.73500(N)    102 02 52.99900(W) AD(       ) 2
 KJ0410  NGVD 29 (07/19/86) 1211.0    (m)         3973.     (f) VERT ANG       
 KJ0410
 KJ0410.Superseded values are not recommended for survey control.
 KJ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0410.See file dsdata.txt to determine how the superseded data were derived.
 KJ0410
 KJ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD5451854091(NAD 83)
 KJ0410_MARKER: DS = TRIANGULATION STATION DISK
 KJ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0410
 KJ0410  HISTORY     - Date     Condition        Report By
 KJ0410  HISTORY     - 1933     MONUMENTED       CGS
 KJ0410  HISTORY     - 1969     GOOD             USGS
 KJ0410
 KJ0410                          STATION DESCRIPTION
 KJ0410
 KJ0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 KJ0410'STATION IS ON STATE LINE, ABOUT 2-1/2 MILES S OF KANORADO ON
 KJ0410'THE STATE LINE.  IN THE W SIDE OF FRACTION SEC. 6, T 9 S,
 KJ0410'R 42 W, KANSAS.  STATION IS IN FENCE LINE ON TOP OF LOW
 KJ0410'FLAT-TOPPED MESA.
 KJ0410'
 KJ0410'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KJ0410'BRONZE DISKS SET IN CONCRETE.
 KJ0410'
 KJ0410'REFERENCE MARK NO. 1 IS S OF STATION IN FENCE LINE.
 KJ0410'
 KJ0410'REFERENCE MARK NO. 2 IS W OF STATION NEAR AN OLD ROAD TRACK.
 KJ0410'
 KJ0410'AZIMUTH MARK IS N OF STATION IN FENCE LINE ON W SIDE OF ROAD
 KJ0410'AT INTERSECTION OF T-ROAD.  MARK IS NOT VISIBLE FROM STATION
 KJ0410'WITHOUT FLAGPOLE.
 KJ0410'
 KJ0410'REACHED FROM KANORADO BY GOING S TO THE END OF MAIN STREET.
 KJ0410'TURN RIGHT ON U.S. HIGHWAY 40 AND GO W 0.6 MILE TO THE STATE
 KJ0410'LINE.  LEAVE U.S. HIGHWAY 40 TURN LEFT, CROSS RAILROAD TRACKS
 KJ0410'GO S 1.55 MILES TO WHERE GRADED ROAD TURNS W.  CONTINUE S
 KJ0410'FROM HERE UP A SMALL GRADE 0.2 MILE TO STATION.
 KJ0410'
 KJ0410'HEIGHT OF LIGHT ABOVE STATION MARK - 3.54 METERS.
 KJ0410
 KJ0410                          STATION RECOVERY (1969)
 KJ0410
 KJ0410'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (GDF)
 KJ0410'THE DESCRIPTION GIVEN
 KJ0410'WAS VERIFIED AND REQUIRES NO ADDITIONS OR CORRECTIONS.
 KJ0410'
 KJ0410'STATION MARK IS A USC AND GS STANDARD DISK SET IN CONCRETE
 KJ0410'POST STAMPED KANORADO 1933.
 KJ0410'
 KJ0410'REFERENCE MARK NO. 1 IS A USC AND GS STANDARD DISK SET IN
 KJ0410'CONCRETE POST AND STAMPED KANORADO NO. 1 1933.
 KJ0410'
 KJ0410'REFERENCE MARK NO. 2 IS A USC AND GS STANDARD DISK SET IN
 KJ0410'CONCRETE POST AND STAMPED KANORADO NO. 2 1933.
 KJ0410'
 KJ0410'USGS STATION PECONIC E.T. 1969 IS VISIBLE FROM THE GROUND AT
 KJ0410'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.  USGS STATION
 KJ0410'C AND R E.T. 1969 IS ALSO VISIBLE FROM THE GROUND.
 KJ0410'
 KJ0410'HEIGHT OF INSTRUMENT ABOVE STATION MARK--12.42 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0411 ***********************************************************************
 KJ0411  DESIGNATION -  KANORADO MUNICIPAL TANK
 KJ0411  PID         -  KJ0411
 KJ0411  STATE/COUNTY-  KS/SHERMAN
 KJ0411  USGS QUAD   -  KANORADO (1984)
 KJ0411
 KJ0411                         *CURRENT SURVEY CONTROL
 KJ0411  ___________________________________________________________________
 KJ0411* NAD 83(1997)-  39 20 14.18395(N)    102 02 20.14520(W)     ADJUSTED  
 KJ0411* NAVD 88     -                                                        
 KJ0411  ___________________________________________________________________
 KJ0411  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 KJ0411  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 KJ0411
 KJ0411  HORZ ORDER  -  THIRD
 KJ0411
 KJ0411.The horizontal coordinates were established by classical geodetic methods
 KJ0411.and adjusted by the National Geodetic Survey in October 1998..
 KJ0411
 KJ0411
 KJ0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0411
 KJ0411.The geoid height was determined by GEOID03.
 KJ0411
 KJ0411;                    North         East     Units Scale Factor Converg.
 KJ0411;SPC KS N     -   119,213.032    51,919.268   MT  0.99995799   -2 33 19.8
 KJ0411;SPC CO C     -   477,433.202 1,212,704.573   MT  0.99994439   +2 10 58.3
 KJ0411;SPC CO C     - 1,566,378.76  3,978,681.59   sFT  0.99994439   +2 10 58.3
 KJ0411;UTM  13      - 4,358,387.497   755,205.125   MT  1.00040199   +1 52 40.8
 KJ0411;UTM  14      - 4,358,610.460   238,083.277   MT  1.00044473   -1 55 38.7
 KJ0411
 KJ0411                          SUPERSEDED SURVEY CONTROL
 KJ0411
 KJ0411  NAD 83(1997)-  39 20 14.18386(N)    102 02 20.14483(W) AD(       ) 4
 KJ0411  NAD 83(1986)-  39 20 14.18305(N)    102 02 20.14320(W) AD(       ) 4
 KJ0411  NAD 27      -  39 20 14.18700(N)    102 02 18.50100(W) AD(       ) 3
 KJ0411
 KJ0411.Superseded values are not recommended for survey control.
 KJ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0411.See file dsdata.txt to determine how the superseded data were derived.
 KJ0411
 KJ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD5520558387(NAD 83)
 KJ0411_MARKER: 51 = TANK
 KJ0411_SETTING: 0 = UNSPECIFIED SETTING
 KJ0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KJ0411+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KJ0411
 KJ0411  HISTORY     - Date     Condition        Report By
 KJ0411  HISTORY     - 1933     FIRST OBSERVED   CGS
 KJ0411  HISTORY     - 20030712 GOOD             USPSQD
 KJ0411
 KJ0411                          STATION DESCRIPTION
 KJ0411
 KJ0411'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0287 ***********************************************************************
 HJ0287  DESIGNATION -  KANSAS
 HJ0287  PID         -  HJ0287
 HJ0287  STATE/COUNTY-  KS/STANTON
 HJ0287  USGS QUAD   -  LYCAN SE (1971)
 HJ0287
 HJ0287                         *CURRENT SURVEY CONTROL
 HJ0287  ___________________________________________________________________
 HJ0287* NAD 83(1997)-  37 37 20.99072(N)    102 02 29.74025(W)     ADJUSTED  
 HJ0287* NAVD 88     -      1120.     (meters)    3675.     (feet)  SCALED    
 HJ0287  ___________________________________________________________________
 HJ0287  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 HJ0287  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 HJ0287
 HJ0287  HORZ ORDER  -  THIRD
 HJ0287
 HJ0287.The horizontal coordinates were established by classical geodetic methods
 HJ0287.and adjusted by the National Geodetic Survey in October 1998..
 HJ0287
 HJ0287.The orthometric height was scaled from a topographic map.
 HJ0287
 HJ0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0287
 HJ0287.The geoid height was determined by GEOID03.
 HJ0287
 HJ0287;                    North         East     Units Scale Factor Converg.
 HJ0287;SPC KS S     -   512,019.597    87,436.330   MT  0.99994911   -2 10 35.1
 HJ0287;SPC CO S     -   416,533.073 1,219,628.254   MT  0.99995219   +2 07 16.7
 HJ0287;SPC CO S     - 1,366,575.59  4,001,397.03   sFT  0.99995219   +2 07 16.7
 HJ0287;UTM  13      - 4,168,048.651   761,095.723   MT  1.00043977   +1 48 25.2
 HJ0287;UTM  14      - 4,168,283.595   231,560.637   MT  1.00048768   -1 51 28.3
 HJ0287
 HJ0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0287!SPC KS S     -   0.99982798  x   0.99994911  =   0.99977710
 HJ0287!SPC CO S     -   0.99982798  x   0.99995219  =   0.99978018
 HJ0287!UTM  13      -   0.99982798  x   1.00043977  =   1.00026768
 HJ0287!UTM  14      -   0.99982798  x   1.00048768  =   1.00031558
 HJ0287
 HJ0287|---------------------------------------------------------------------|
 HJ0287| PID    Reference Object                     Distance      Geod. Az  |
 HJ0287|                                                           dddmmss.s |
 HJ0287| CM8873 KANSAS RM 1                           8.611 METERS 07508     |
 HJ0287| CM8872 KANSAS AZ MK                                       0901511.2 |
 HJ0287| CM8874 KANSAS RM 2                          10.728 METERS 35447     |
 HJ0287|---------------------------------------------------------------------|
 HJ0287
 HJ0287                          SUPERSEDED SURVEY CONTROL
 HJ0287
 HJ0287  NAD 83(1997)-  37 37 20.99086(N)    102 02 29.74033(W) AD(       ) 3
 HJ0287  NAD 83(1997)-  37 37 20.99310(N)    102 02 29.73593(W) AD(       ) 3
 HJ0287  NAD 83(1986)-  37 37 20.99326(N)    102 02 29.73221(W) AD(       ) 3
 HJ0287  NAD 27      -  37 37 20.94615(N)    102 02 28.08743(W) AD(       ) 3
 HJ0287
 HJ0287.Superseded values are not recommended for survey control.
 HJ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0287.See file dsdata.txt to determine how the superseded data were derived.
 HJ0287
 HJ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB6109668049(NAD 83)
 HJ0287_MARKER: DS = TRIANGULATION STATION DISK
 HJ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0287_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HJ0287
 HJ0287  HISTORY     - Date     Condition        Report By
 HJ0287  HISTORY     - 1953     MONUMENTED       CGS
 HJ0287  HISTORY     - 1971     SEE DESCRIPTION  USGS
 HJ0287  HISTORY     - 1975     MARK NOT FOUND   NGS
 HJ0287
 HJ0287                          STATION DESCRIPTION
 HJ0287
 HJ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0287'THE STATION IS LOCATED ON OR NEAR THE KANSAS-COLORADO STATE
 HJ0287'LINE.  IT IS 8-1/2 MILES AIRLINE EAST OF LYCAN, ABOUT 20
 HJ0287'MILES AIRLINE NORTHEAST OF WALSH, AND ABOUT 20 MILES AIRLINE
 HJ0287'EAST-NORTHEAST OF TWO BUTTES.
 HJ0287'
 HJ0287'THE STATION IS A STANDARD DISK STAMPED KANSAS 1953 SET IN THE
 HJ0287'TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER
 HJ0287'AND THE TOP OF THE CYLINDER IS 6 INCHES BELOW THE SURFACE.
 HJ0287'IT IS 9-1/2 FEET SOUTH-SOUTHEAST OF A FENCE CORNER POST, AND
 HJ0287'10 FEET SOUTHWEST OF A WHITE WITNESS POST.
 HJ0287'
 HJ0287'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KANSAS
 HJ0287'NO 1 1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0287'THAT PROJECTS 4 INCHES.  IT IS 27 FEET EAST OF THE FENCE CORNER,
 HJ0287'1 FOOT SOUTH OF THE FENCE, 21.5 FEET EAST OF THE WITNESS
 HJ0287'POST, AND ABOUT 2 FEET HIGHER THAN THE STATION.
 HJ0287'
 HJ0287'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KANSAS NO
 HJ0287'2 1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0287'THAT IS FLUSH WITH THE GROUND.  IT IS 25 FEET NORTH OF THE FENCE
 HJ0287'CORNER, 1 FOOT WEST OF THE FENCE, AND ABOUT 1 FOOT HIGHER
 HJ0287'THAN THE STATION.
 HJ0287'
 HJ0287'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KANSAS 1953 AND SET
 HJ0287'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0287'2 INCHES.  IT IS 73-1/2 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HJ0287'AND 2-1/2 FEET SOUTH OF A FENCE CORNER.  TO REACH THE MARK
 HJ0287'FROM THE STATION GO EAST FOR 0.4 MILE TO THE ROAD AND THE MARK
 HJ0287'ON THE LEFT.
 HJ0287'
 HJ0287'TO REACH THE STATION FROM THE LYCAN POST OFFICE AND BUCKEYE
 HJ0287'STORE GO EAST ON THE GRADED ROAD FOR 5.8 MILES TO A T-ROAD
 HJ0287'THAT IS JUST AFTER CROSSING THE STATE LINE.  TURN LEFT, NORTH,
 HJ0287'AND GO 3.1 MILES TO A FENCE CORNER ON THE LEFT.  TURN LEFT,
 HJ0287'WEST, AND DRIVE ALONG THE SOUTH SIDE OF THE FENCE FOR 0.4
 HJ0287'MILE TO A FENCE CORNER AND THE STATION.
 HJ0287'
 HJ0287'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 HJ0287
 HJ0287                          STATION RECOVERY (1971)
 HJ0287
 HJ0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JGR)
 HJ0287'REF. MK. 1 FOUND ABOUT IN PLACE BUT TIPPED OVER BY FARM
 HJ0287'MACHINERY.  REF. MK. 2 AND THE MAIN STATION COULD NOT BE LOCATED.
 HJ0287'MAY BE BURIED BY SAND.  AZ. MK. NOT FOUND.  THERE HAS BEEN
 HJ0287'GRADING IN THE AREA.
 HJ0287'
 HJ0287'ALL THE FENCES MENTIONED IN THE DESCRIPTION ARE GONE.
 HJ0287
 HJ0287                          STATION RECOVERY (1975)
 HJ0287
 HJ0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HJ0287'REFERENCE MARK NUMBER 2 WAS FOUND DESTROYED.  NO OTHER MARKS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0736 ***********************************************************************
 HE0736  DESIGNATION -  KANSAS
 HE0736  PID         -  HE0736
 HE0736  STATE/COUNTY-  KS/LABETTE
 HE0736  USGS QUAD   -  PARSONS EAST (1973)
 HE0736
 HE0736                         *CURRENT SURVEY CONTROL
 HE0736  ___________________________________________________________________
 HE0736* NAD 83(1997)-  37 19 29.00837(N)    095 11 51.60999(W)     ADJUSTED  
 HE0736* NAVD 88     -       289.65   (+/-2cm)     950.3    (feet)  VERTCON   
 HE0736  ___________________________________________________________________
 HE0736  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HE0736  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HE0736
 HE0736  HORZ ORDER  -  SECOND
 HE0736  VERT ORDER  -  THIRD ? (See Below)
 HE0736
 HE0736.The horizontal coordinates were established by classical geodetic methods
 HE0736.and adjusted by the National Geodetic Survey in October 1998..
 HE0736
 HE0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0736.The vertical order pertains to the NGVD 29 superseded value.
 HE0736
 HE0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0736
 HE0736.The geoid height was determined by GEOID03.
 HE0736
 HE0736;                    North         East     Units Scale Factor Converg.
 HE0736;SPC KS S     -   478,217.609   692,626.845   MT  0.99998909   +2 01 45.7
 HE0736;UTM  15      - 4,133,161.003   305,281.935   MT  1.00006707   -1 19 58.6
 HE0736
 HE0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0736!SPC KS S     -   0.99995929  x   0.99998909  =   0.99994838
 HE0736!UTM  15      -   0.99995929  x   1.00006707  =   1.00002636
 HE0736
 HE0736|---------------------------------------------------------------------|
 HE0736| PID    Reference Object                     Distance      Geod. Az  |
 HE0736|                                                           dddmmss.s |
 HE0736| CL4636 KANSAS RM 1                          14.335 METERS 03224     |
 HE0736| HE0727 PARSONS KAN ORD PLT TANK 4          APPROX. 4.3 KM 1580121.1 |
 HE0736| HE0735 PARSONS KAN ORD PLT TANK 3          APPROX. 4.9 KM 1761016.6 |
 HE0736| HE0789 PARSONS KANSAS CATV INC MAST        APPROX. 5.8 KM 2412645.4 |
 HE0736| CL4637 KANSAS RM 2                          28.971 METERS 29525     |
 HE0736| HE0733 PARSONS KAN ORD PLT TANK 1           32.695 METERS 34917     |
 HE0736|---------------------------------------------------------------------|
 HE0736
 HE0736                          SUPERSEDED SURVEY CONTROL
 HE0736
 HE0736  NAD 83(1997)-  37 19 29.01279(N)    095 11 51.61016(W) AD(       ) 2
 HE0736  NAD 83(1986)-  37 19 29.02135(N)    095 11 51.59863(W) AD(       ) 2
 HE0736  NAD 27      -  37 19 28.80469(N)    095 11 50.70592(W) AD(       ) 2
 HE0736  NGVD 29 (07/19/86)  289.52   (m)          949.9    (f) LEVELING    3  
 HE0736
 HE0736.Superseded values are not recommended for survey control.
 HE0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0736.See file dsdata.txt to determine how the superseded data were derived.
 HE0736
 HE0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0528233161(NAD 83)
 HE0736_MARKER: DS = TRIANGULATION STATION DISK
 HE0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0736+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2004
 HE0736
 HE0736  HISTORY     - Date     Condition        Report By
 HE0736  HISTORY     - 1966     MONUMENTED       CGS
 HE0736  HISTORY     - 20040129 GOOD             SKW
 HE0736
 HE0736                          STATION DESCRIPTION
 HE0736
 HE0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0736'THE STATION IS ABOUT 3-1/2 MILES EAST-SOUTHEAST OF PARSONS,
 HE0736'ON THE GROUNDS OF THE KANSAS ORDNANCE PLANT, NEAR THE NORTHWEST
 HE0736'ONE OF FOUR WATER TANKS.
 HE0736'
 HE0736'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 HE0736'59 AND 160 IN PARSONS, GO EAST ON HIGHWAY 160 FOR 2.55 MILES
 HE0736'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR 1.0
 HE0736'MILE TO THE ENTRANCE TO THE ORDNANCE PLANT AND A GUARD HOUSE ON
 HE0736'THE LEFT.  TURN LEFT AND GO EAST ON PAVED ROAD FOR 0.8 MILE TO
 HE0736'THE TOP OF A GRADE, A WATER TANK AND THE STATION ON THE RIGHT.
 HE0736'
 HE0736'STATION MARK IS A STANDARD DISK, STAMPED KANSAS 1964, SET IN
 HE0736'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS 2 INCHES BELOW
 HE0736'THE GROUND SURFACE.  IT IS 94 FEET WEST OF A NORTH-SOUTH FENCE,
 HE0736'40 FEET SOUTH OF A FENCE ENCLOSING THE WATER TANK AND 9 FEET
 HE0736'NORTH OF AN EAST-WEST FIELD FENCE.
 HE0736'
 HE0736'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KANSAS NO 1 1964,
 HE0736'CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION OF A FENCE POST
 HE0736'OF THE FENCE ENCLOSING WATER TANK.  IT IS 69 FEET WEST OF THE
 HE0736'NORTH-SOUTH FENCE, 49 FEET NORTH OF THE EAST-WEST FENCE, 20
 HE0736'FEET WEST OF A FENCE CORNER POST OF THE FENCE ENCLOSING THE
 HE0736'WATER TANK AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE0736'
 HE0736'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KANSAS NO 2 1964,
 HE0736'CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION OF THE
 HE0736'SOUTHWEST CORNER POST OF THE FENCE ENCLOSING THE WATER TANK.  IT
 HE0736'IS 50 FEET NORTH OF THE EAST-WEST FENCE, 49 FEET EAST OF A
 HE0736'NORTH-SOUTH FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE0736
 HE0736                          STATION RECOVERY (2004)
 HE0736
 HE0736'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 HE0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9568 ***********************************************************************
 AF9568  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9568  DESIGNATION -  KANSAS CITY 1 CORS ARP
 AF9568  CORS_ID     -  KAN1
 AF9568  PID         -  AF9568
 AF9568  STATE/COUNTY-  KS/JEFFERSON
 AF9568  USGS QUAD   -  OZAWKIE (1975)
 AF9568
 AF9568                         *CURRENT SURVEY CONTROL
 AF9568  ___________________________________________________________________
 AF9568* NAD 83(CORS)-  39 07 33.13769(N)    095 24 07.53201(W)     ADJUSTED  
 AF9568* NAVD 88     -                                                        
 AF9568  ___________________________________________________________________
 AF9568  EPOCH DATE  -        2002.00
 AF9568  X           -    -466,463.374 (meters)                     COMP
 AF9568  Y           -  -4,932,744.495 (meters)                     COMP
 AF9568  Z           -   4,003,353.748 (meters)                     COMP
 AF9568  ELLIP HEIGHT-         295.83  (meters)          (03/??/02) GPS OBS
 AF9568  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 AF9568
 AF9568  HORZ ORDER  -  SPECIAL (CORS)
 AF9568  ELLP ORDER  -  SPECIAL (CORS)
 AF9568
 AF9568.ITRF positions are available for this station.
 AF9568.The coordinates were established by GPS observations
 AF9568.and adjusted by the National Geodetic Survey in March 2002..
 AF9568.The coordinates are valid at the epoch date displayed above.
 AF9568.The epoch date for horizontal control is a decimal equivalence
 AF9568.of Year/Month/Day.
 AF9568
 AF9568
 AF9568.The PID for the CORS L1 Phase Center is AJ7900.
 AF9568
 AF9568.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9568
 AF9568.The ellipsoidal height was determined by GPS observations
 AF9568.and is referenced to NAD 83.
 AF9568
 AF9568.The geoid height was determined by GEOID03.
 AF9568
 AF9568;                    North         East     Units Scale Factor Converg.
 AF9568;SPC KS N     -    91,202.510   624,608.153   MT  0.99995921   +1 38 37.4
 AF9568
 AF9568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9568!SPC KS N     -   0.99995359  x   0.99995921  =   0.99991280
 AF9568
 AF9568                          SUPERSEDED SURVEY CONTROL
 AF9568
 AF9568  NAD 83(CORS)-  39 07 33.13738(N)    095 24 07.53253(W) AD(1997.00) c
 AF9568  ELLIP H (07/??/98)  295.84   (m)                       GP(1997.00) c c
 AF9568  NAD 83(CORS)-  39 07 33.13767(N)    095 24 07.53346(W) AD(1996.00) c
 AF9568  ELLIP H (10/??/96)  295.84   (m)                       GP(1996.00) c c
 AF9568
 AF9568.Superseded values are not recommended for survey control.
 AF9568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9568.See file dsdata.txt to determine how the superseded data were derived.
 AF9568
 AF9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD9235533492(NAD 83)
 AF9568_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9568
 AF9568                          STATION DESCRIPTION
 AF9568
 AF9568'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9568'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9568'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9568'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9568'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9568'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7900 ***********************************************************************
 AJ7900  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7900  DESIGNATION -  KANSAS CITY 1 CORS L1 PHASE CENTER
 AJ7900  CORS_ID     -  KAN1
 AJ7900  PID         -  AJ7900
 AJ7900  STATE/COUNTY-  KS/JEFFERSON
 AJ7900  USGS QUAD   -  OZAWKIE (1975)
 AJ7900
 AJ7900                         *CURRENT SURVEY CONTROL
 AJ7900  ___________________________________________________________________
 AJ7900* NAD 83(CORS)-  39 07 33.13765(N)    095 24 07.53205(W)     ADJUSTED  
 AJ7900* NAVD 88     -                                                        
 AJ7900  ___________________________________________________________________
 AJ7900  EPOCH DATE  -        2002.00
 AJ7900  X           -    -466,463.382 (meters)                     COMP
 AJ7900  Y           -  -4,932,744.565 (meters)                     COMP
 AJ7900  Z           -   4,003,353.804 (meters)                     COMP
 AJ7900  ELLIP HEIGHT-         295.92  (meters)          (03/??/02) GPS OBS
 AJ7900  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 AJ7900
 AJ7900  HORZ ORDER  -  SPECIAL (CORS)
 AJ7900  ELLP ORDER  -  SPECIAL (CORS)
 AJ7900
 AJ7900.ITRF positions are available for this station.
 AJ7900.The coordinates were established by GPS observations
 AJ7900.and adjusted by the National Geodetic Survey in March 2002..
 AJ7900.The coordinates are valid at the epoch date displayed above.
 AJ7900.The epoch date for horizontal control is a decimal equivalence
 AJ7900.of Year/Month/Day.
 AJ7900
 AJ7900
 AJ7900.The PID for the CORS ARP is AF9568.
 AJ7900
 AJ7900.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7900
 AJ7900.The ellipsoidal height was determined by GPS observations
 AJ7900.and is referenced to NAD 83.
 AJ7900
 AJ7900.The geoid height was determined by GEOID03.
 AJ7900
 AJ7900;                    North         East     Units Scale Factor Converg.
 AJ7900;SPC KS N     -    91,202.508   624,608.152   MT  0.99995921   +1 38 37.4
 AJ7900
 AJ7900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7900!SPC KS N     -   0.99995357  x   0.99995921  =   0.99991279
 AJ7900
 AJ7900                          SUPERSEDED SURVEY CONTROL
 AJ7900
 AJ7900  NAD 83(CORS)-  39 07 33.13734(N)    095 24 07.53256(W) AD(1997.00) c
 AJ7900  ELLIP H (07/??/98)  295.92   (m)                       GP(1997.00) c c
 AJ7900  NAD 83(CORS)-  39 07 33.13763(N)    095 24 07.53349(W) AD(1996.00) c
 AJ7900  ELLIP H (10/??/96)  295.93   (m)                       GP(1996.00) c c
 AJ7900
 AJ7900.Superseded values are not recommended for survey control.
 AJ7900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7900.See file dsdata.txt to determine how the superseded data were derived.
 AJ7900
 AJ7900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD9235533492(NAD 83)
 AJ7900_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7900
 AJ7900                          STATION DESCRIPTION
 AJ7900
 AJ7900'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7900'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7900'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7900'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7900'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7900'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9618 ***********************************************************************
 AF9618  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9618  DESIGNATION -  KANSAS CITY 2 CORS ARP
 AF9618  CORS_ID     -  KAN2
 AF9618  PID         -  AF9618
 AF9618  STATE/COUNTY-  KS/JEFFERSON
 AF9618  USGS QUAD   -  OZAWKIE (1975)
 AF9618
 AF9618                         *CURRENT SURVEY CONTROL
 AF9618  ___________________________________________________________________
 AF9618* NAD 83(CORS)-  39 07 33.16040(N)    095 24 05.34818(W)     ADJUSTED  
 AF9618* NAVD 88     -                                                        
 AF9618  ___________________________________________________________________
 AF9618  EPOCH DATE  -        2002.00
 AF9618  X           -    -466,410.905 (meters)                     COMP
 AF9618  Y           -  -4,932,746.854 (meters)                     COMP
 AF9618  Z           -   4,003,352.543 (meters)                     COMP
 AF9618  ELLIP HEIGHT-         293.06  (meters)          (03/??/02) GPS OBS
 AF9618  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 AF9618
 AF9618  HORZ ORDER  -  SPECIAL (CORS)
 AF9618  ELLP ORDER  -  SPECIAL (CORS)
 AF9618
 AF9618.ITRF positions are available for this station.
 AF9618.The coordinates were established by GPS observations
 AF9618.and adjusted by the National Geodetic Survey in March 2002..
 AF9618.The coordinates are valid at the epoch date displayed above.
 AF9618.The epoch date for horizontal control is a decimal equivalence
 AF9618.of Year/Month/Day.
 AF9618
 AF9618
 AF9618.The PID for the CORS L1 Phase Center is AJ7919.
 AF9618
 AF9618.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9618
 AF9618.The ellipsoidal height was determined by GPS observations
 AF9618.and is referenced to NAD 83.
 AF9618
 AF9618.The geoid height was determined by GEOID03.
 AF9618
 AF9618;                    North         East     Units Scale Factor Converg.
 AF9618;SPC KS N     -    91,204.715   624,660.565   MT  0.99995921   +1 38 38.8
 AF9618
 AF9618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9618!SPC KS N     -   0.99995402  x   0.99995921  =   0.99991323
 AF9618
 AF9618                          SUPERSEDED SURVEY CONTROL
 AF9618
 AF9618  NAD 83(CORS)-  39 07 33.16026(N)    095 24 05.34855(W) AD(1997.00) c
 AF9618  ELLIP H (11/??/01)  293.06   (m)                       GP(1997.00) c c
 AF9618  NAD 83(CORS)-  39 07 33.16038(N)    095 24 05.34856(W) AD(1997.00) c
 AF9618  ELLIP H (07/??/98)  293.08   (m)                       GP(1997.00) c c
 AF9618  NAD 83(CORS)-  39 07 33.16067(N)    095 24 05.34949(W) AD(1996.00) c
 AF9618  ELLIP H (02/??/97)  293.09   (m)                       GP(1996.00) c c
 AF9618
 AF9618.Superseded values are not recommended for survey control.
 AF9618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9618.See file dsdata.txt to determine how the superseded data were derived.
 AF9618
 AF9618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD9240833492(NAD 83)
 AF9618_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9618
 AF9618                          STATION DESCRIPTION
 AF9618
 AF9618'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9618'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9618'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9618'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9618'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9618'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7919 ***********************************************************************
 AJ7919  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7919  DESIGNATION -  KANSAS CITY 2 CORS L1 PHASE CENTER
 AJ7919  CORS_ID     -  KAN2
 AJ7919  PID         -  AJ7919
 AJ7919  STATE/COUNTY-  KS/JEFFERSON
 AJ7919  USGS QUAD   -  OZAWKIE (1975)
 AJ7919
 AJ7919                         *CURRENT SURVEY CONTROL
 AJ7919  ___________________________________________________________________
 AJ7919* NAD 83(CORS)-  39 07 33.16036(N)    095 24 05.34822(W)     ADJUSTED  
 AJ7919* NAVD 88     -                                                        
 AJ7919  ___________________________________________________________________
 AJ7919  EPOCH DATE  -        2002.00
 AJ7919  X           -    -466,410.912 (meters)                     COMP
 AJ7919  Y           -  -4,932,746.916 (meters)                     COMP
 AJ7919  Z           -   4,003,352.593 (meters)                     COMP
 AJ7919  ELLIP HEIGHT-         293.14  (meters)          (03/??/02) GPS OBS
 AJ7919  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 AJ7919
 AJ7919  HORZ ORDER  -  SPECIAL (CORS)
 AJ7919  ELLP ORDER  -  SPECIAL (CORS)
 AJ7919
 AJ7919.ITRF positions are available for this station.
 AJ7919.The coordinates were established by GPS observations
 AJ7919.and adjusted by the National Geodetic Survey in March 2002..
 AJ7919.The coordinates are valid at the epoch date displayed above.
 AJ7919.The epoch date for horizontal control is a decimal equivalence
 AJ7919.of Year/Month/Day.
 AJ7919
 AJ7919
 AJ7919.The PID for the CORS ARP is AF9618.
 AJ7919
 AJ7919.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7919
 AJ7919.The ellipsoidal height was determined by GPS observations
 AJ7919.and is referenced to NAD 83.
 AJ7919
 AJ7919.The geoid height was determined by GEOID03.
 AJ7919
 AJ7919;                    North         East     Units Scale Factor Converg.
 AJ7919;SPC KS N     -    91,204.713   624,660.564   MT  0.99995921   +1 38 38.8
 AJ7919
 AJ7919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7919!SPC KS N     -   0.99995401  x   0.99995921  =   0.99991322
 AJ7919
 AJ7919                          SUPERSEDED SURVEY CONTROL
 AJ7919
 AJ7919  NAD 83(CORS)-  39 07 33.16022(N)    095 24 05.34859(W) AD(1997.00) c
 AJ7919  ELLIP H (11/??/01)  293.14   (m)                       GP(1997.00) c c
 AJ7919  NAD 83(CORS)-  39 07 33.16034(N)    095 24 05.34859(W) AD(1997.00) c
 AJ7919  ELLIP H (07/??/98)  293.16   (m)                       GP(1997.00) c c
 AJ7919  NAD 83(CORS)-  39 07 33.16063(N)    095 24 05.34953(W) AD(1996.00) c
 AJ7919  ELLIP H (02/??/97)  293.17   (m)                       GP(1996.00) c c
 AJ7919
 AJ7919.Superseded values are not recommended for survey control.
 AJ7919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7919.See file dsdata.txt to determine how the superseded data were derived.
 AJ7919
 AJ7919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD9240833492(NAD 83)
 AJ7919_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7919
 AJ7919                          STATION DESCRIPTION
 AJ7919
 AJ7919'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7919'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7919'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7919'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7919'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7919'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1163 ***********************************************************************
 KE1163  DESIGNATION -  KANSAS CITY 51ST ST MUN TANK
 KE1163  PID         -  KE1163
 KE1163  STATE/COUNTY-  KS/WYANDOTTE
 KE1163  USGS QUAD   -  SHAWNEE (1991)
 KE1163
 KE1163                         *CURRENT SURVEY CONTROL
 KE1163  ___________________________________________________________________
 KE1163* NAD 83(1997)-  39 03 28.27480(N)    094 41 44.64716(W)     ADJUSTED  
 KE1163* NAVD 88     -                                                        
 KE1163  ___________________________________________________________________
 KE1163  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 KE1163  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KE1163
 KE1163  HORZ ORDER  -  THIRD
 KE1163
 KE1163.The horizontal coordinates were established by classical geodetic methods
 KE1163.and adjusted by the National Geodetic Survey in October 1998..
 KE1163
 KE1163
 KE1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1163
 KE1163.The geoid height was determined by GEOID03.
 KE1163
 KE1163;                    North         East     Units Scale Factor Converg.
 KE1163;SPC KS N     -    85,646.820   685,929.132   MT  0.99996249   +2 05 26.4
 KE1163;UTM  15      - 4,324,565.052   353,278.497   MT  0.99986507   -1 04 07.3
 KE1163
 KE1163                          SUPERSEDED SURVEY CONTROL
 KE1163
 KE1163  NAD 83(1986)-  39 03 28.28207(N)    094 41 44.64278(W) AD(       ) 4
 KE1163  NAD 27      -  39 03 28.26318(N)    094 41 43.78839(W) AD(       ) 3
 KE1163
 KE1163.Superseded values are not recommended for survey control.
 KE1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1163.See file dsdata.txt to determine how the superseded data were derived.
 KE1163
 KE1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5327824565(NAD 83)
 KE1163_MARKER: 53 = ELEVATED TANK
 KE1163
 KE1163  HISTORY     - Date     Condition        Report By
 KE1163  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1163  HISTORY     - 19850225 GOOD             NGS
 KE1163  HISTORY     - 20041128 GOOD             GEOCAC
 KE1163
 KE1163                          STATION DESCRIPTION
 KE1163
 KE1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1163'THE STATION, KANSAS CITY 51ST STREET MUNICIPAL TANK, IS THE CENTER OF
 KE1163'THE TOP OF AN ELEVATED WATER TANK, PAINTED SILVER AND IS SUPPORTED
 KE1163'BY EIGHT ROUND LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 125
 KE1163'FEET, A TRIANGULAR MAST MOUNTED ON THE NORTH SIDE AND IS LOCATED IN
 KE1163'THE SOUTHWEST ANGLE OF 51ST STREET AND GIBBS ROAD IN SOUTH
 KE1163'KANSAS CITY, KANSAS.  THE TANK IS THE PROPERTY OF THE KANSAS CITY
 KE1163'BOARD OF PUBLIC UTILITIES.
 KE1163
 KE1163                          STATION RECOVERY (1985)
 KE1163
 KE1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (JOA)
 KE1163'RECOVERED AS PREVIOUSLY DESCRIBED.
 KE1163
 KE1163                          STATION RECOVERY (2004)
 KE1163
 KE1163'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1174 ***********************************************************************
 KE1174  DESIGNATION -  KANSAS CITY 53RD ST MUN TANK
 KE1174  PID         -  KE1174
 KE1174  STATE/COUNTY-  KS/WYANDOTTE
 KE1174  USGS QUAD   -  PARKVILLE (1991)
 KE1174
 KE1174                         *CURRENT SURVEY CONTROL
 KE1174  ___________________________________________________________________
 KE1174* NAD 83(1997)-  39 08 29.08865(N)    094 42 06.66585(W)     ADJUSTED  
 KE1174* NAVD 88     -                                                        
 KE1174  ___________________________________________________________________
 KE1174  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 KE1174  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KE1174
 KE1174  HORZ ORDER  -  THIRD
 KE1174
 KE1174.The horizontal coordinates were established by classical geodetic methods
 KE1174.and adjusted by the National Geodetic Survey in October 1998..
 KE1174
 KE1174
 KE1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1174
 KE1174.The geoid height was determined by GEOID03.
 KE1174
 KE1174;                    North         East     Units Scale Factor Converg.
 KE1174;SPC KS N     -    94,897.553   685,062.326   MT  0.99995866   +2 05 12.4
 KE1174;UTM  15      - 4,333,848.623   352,923.032   MT  0.99986636   -1 04 28.1
 KE1174
 KE1174                          SUPERSEDED SURVEY CONTROL
 KE1174
 KE1174  NAD 83(1986)-  39 08 29.09746(N)    094 42 06.66443(W) AD(       ) 4
 KE1174  NAD 27      -  39 08 29.08125(N)    094 42 05.80232(W) AD(       ) 3
 KE1174
 KE1174.Superseded values are not recommended for survey control.
 KE1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1174.See file dsdata.txt to determine how the superseded data were derived.
 KE1174
 KE1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5292333849(NAD 83)
 KE1174_MARKER: 53 = ELEVATED TANK
 KE1174
 KE1174  HISTORY     - Date     Condition        Report By
 KE1174  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1174  HISTORY     - 20041114 MARK NOT FOUND   GEOCAC
 KE1174
 KE1174                          STATION DESCRIPTION
 KE1174
 KE1174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1174'THE STATION, KANSAS CITY 53RD STREET MUNICIPAL TANK, IS THE TOP
 KE1174'CENTER OF AN ELEVATED WATER TANK, PAINTED WHITE AND IS SUPPORTED
 KE1174'BY FOUR TRUSSWORK LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 160
 KE1174'FEET AND IS LOCATED 0.05 MILE SOUTH OF THE JUNCTION OF LEAVENWORTH
 KE1174'ROAD AND 53RD STREET.  IT IS 80 FEET EAST OF THE CENTER OF 53RD
 KE1174'STREET AND IS THE PROPERTY OF THE KANSAS CITY BOARD OF PUBLIC
 KE1174'UTILITIES.
 KE1174
 KE1174                          STATION RECOVERY (2004)
 KE1174
 KE1174'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1174'TANK HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1166 ***********************************************************************
 KE1166  DESIGNATION -  KANSAS CITY 65TH ST MUN TANK
 KE1166  PID         -  KE1166
 KE1166  STATE/COUNTY-  KS/WYANDOTTE
 KE1166  USGS QUAD   -  SHAWNEE (1991)
 KE1166
 KE1166                         *CURRENT SURVEY CONTROL
 KE1166  ___________________________________________________________________
 KE1166* NAD 83(1997)-  39 03 15.73789(N)    094 43 39.08865(W)     ADJUSTED  
 KE1166* NAVD 88     -                                                        
 KE1166  ___________________________________________________________________
 KE1166  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 KE1166  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KE1166
 KE1166  HORZ ORDER  -  THIRD
 KE1166
 KE1166.The horizontal coordinates were established by classical geodetic methods
 KE1166.and adjusted by the National Geodetic Survey in October 1998..
 KE1166
 KE1166
 KE1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1166
 KE1166.The geoid height was determined by GEOID03.
 KE1166
 KE1166;                    North         East     Units Scale Factor Converg.
 KE1166;SPC KS N     -    85,160.583   683,193.468   MT  0.99996269   +2 04 14.0
 KE1166;UTM  15      - 4,324,230.351   350,520.449   MT  0.99987513   -1 05 19.1
 KE1166
 KE1166                          SUPERSEDED SURVEY CONTROL
 KE1166
 KE1166  NAD 83(1986)-  39 03 15.74641(N)    094 43 39.08306(W) AD(       ) 4
 KE1166  NAD 27      -  39 03 15.73015(N)    094 43 38.22337(W) AD(       ) 3
 KE1166
 KE1166.Superseded values are not recommended for survey control.
 KE1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1166.See file dsdata.txt to determine how the superseded data were derived.
 KE1166
 KE1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5052024230(NAD 83)
 KE1166_MARKER: 53 = ELEVATED TANK
 KE1166
 KE1166  HISTORY     - Date     Condition        Report By
 KE1166  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1166  HISTORY     - 20050605 MARK NOT FOUND   GEOCAC
 KE1166
 KE1166                          STATION DESCRIPTION
 KE1166
 KE1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1166'THE STATION, KANSAS CITY 65TH STREET MUNICIPAL TANK, IS THE CENTER OF
 KE1166'THE TOP OF AN ELEVATED WATER TANK, PAINTED SILVER AND IS SUPPORTED
 KE1166'BY FOUR ROUND LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 135 FEET
 KE1166'AND IS LOCATED AT THE INTERSECTION OF OAK GROVE ROAD AND SOUTH 65TH
 KE1166'STREET IN SOUTH KANSAS CITY, KANSAS.  THE TANK IS THE PROPERTY OF THE
 KE1166'KANSAS CITY BOARD OF PUBLIC UTILITIES.
 KE1166
 KE1166                          STATION RECOVERY (2005)
 KE1166
 KE1166'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1175 ***********************************************************************
 KE1175  DESIGNATION -  KANSAS CITY 67TH ST MUN TANK
 KE1175  PID         -  KE1175
 KE1175  STATE/COUNTY-  KS/WYANDOTTE
 KE1175  USGS QUAD   -  PARKVILLE (1991)
 KE1175
 KE1175                         *CURRENT SURVEY CONTROL
 KE1175  ___________________________________________________________________
 KE1175* NAD 83(1997)-  39 08 59.57879(N)    094 44 04.15476(W)     ADJUSTED  
 KE1175* NAVD 88     -                                                        
 KE1175  ___________________________________________________________________
 KE1175  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 KE1175  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE1175
 KE1175  HORZ ORDER  -  THIRD
 KE1175
 KE1175.The horizontal coordinates were established by classical geodetic methods
 KE1175.and adjusted by the National Geodetic Survey in October 1998..
 KE1175
 KE1175
 KE1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1175
 KE1175.The geoid height was determined by GEOID03.
 KE1175
 KE1175;                    North         East     Units Scale Factor Converg.
 KE1175;SPC KS N     -    95,734.943   682,208.911   MT  0.99995839   +2 03 58.1
 KE1175;UTM  15      - 4,334,842.011   350,120.383   MT  0.99987660   -1 05 43.0
 KE1175
 KE1175                          SUPERSEDED SURVEY CONTROL
 KE1175
 KE1175  NAD 83(1986)-  39 08 59.58745(N)    094 44 04.15415(W) AD(       ) 4
 KE1175  NAD 27      -  39 08 59.57171(N)    094 44 03.28324(W) AD(       ) 3
 KE1175
 KE1175.Superseded values are not recommended for survey control.
 KE1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1175.See file dsdata.txt to determine how the superseded data were derived.
 KE1175
 KE1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5012034842(NAD 83)
 KE1175_MARKER: 53 = ELEVATED TANK
 KE1175
 KE1175  HISTORY     - Date     Condition        Report By
 KE1175  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1175  HISTORY     - 20050115 MARK NOT FOUND   GEOCAC
 KE1175
 KE1175                          STATION DESCRIPTION
 KE1175
 KE1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1175'THE STATION, KANSAS CITY 67TH STREET MUNICIPAL TANK, IS THE CENTER
 KE1175'OF THE TOP OF AN ELEVATED WATER TANK, PAINTED WHITE AND IS SUPPORTED
 KE1175'BY EIGHT ROUND LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 120
 KE1175'FEET, A LADDER ON THE SOUTH-SOUTHEAST LEG AND IS LOCATED AT THE
 KE1175'JUNCTION OF 67TH AND SEWELL STREETS IN THE NORTHWEST SECTION OF
 KE1175'KANSAS CITY, KANSAS.  THE TANK IS OWNED BY THE KANSAS CITY
 KE1175'BOARD OF PUBLIC UTILITIES.
 KE1175
 KE1175                          STATION RECOVERY (2005)
 KE1175
 KE1175'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1175'THE TANK HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1146 ***********************************************************************
 KE1146  DESIGNATION -  KANSAS CITY ARMOURDALE MUN TK
 KE1146  PID         -  KE1146
 KE1146  STATE/COUNTY-  KS/WYANDOTTE
 KE1146  USGS QUAD   -  SHAWNEE (1991)
 KE1146
 KE1146                         *CURRENT SURVEY CONTROL
 KE1146  ___________________________________________________________________
 KE1146* NAD 83(1997)-  39 06 07.49762(N)    094 39 07.60466(W)     ADJUSTED  
 KE1146* NAVD 88     -                                                        
 KE1146  ___________________________________________________________________
 KE1146  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 KE1146  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE1146
 KE1146  HORZ ORDER  -  THIRD
 KE1146
 KE1146.The horizontal coordinates were established by classical geodetic methods
 KE1146.and adjusted by the National Geodetic Survey in October 1998..
 KE1146
 KE1146
 KE1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1146
 KE1146.The geoid height was determined by GEOID03.
 KE1146
 KE1146;                    North         East     Units Scale Factor Converg.
 KE1146;SPC KS N     -    90,692.046   689,520.779   MT  0.99996020   +2 07 05.7
 KE1146;SPC MO W     -   325,792.597   836,842.775   MT  0.99994331   -0 05 45.4
 KE1146;UTM  15      - 4,329,404.127   357,142.390   MT  0.99985129   -1 02 31.8
 KE1146
 KE1146                          SUPERSEDED SURVEY CONTROL
 KE1146
 KE1146  NAD 83(1986)-  39 06 07.50478(N)    094 39 07.60146(W) AD(       ) 4
 KE1146  NAD 27      -  39 06 07.48869(N)    094 39 06.75231(W) AD(       ) 3
 KE1146
 KE1146.Superseded values are not recommended for survey control.
 KE1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1146.See file dsdata.txt to determine how the superseded data were derived.
 KE1146
 KE1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5714229404(NAD 83)
 KE1146_MARKER: 53 = ELEVATED TANK
 KE1146
 KE1146  HISTORY     - Date     Condition        Report By
 KE1146  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1146  HISTORY     - 1972     GOOD             NGS
 KE1146  HISTORY     - 20041106 GOOD             GEOCAC
 KE1146
 KE1146                          STATION DESCRIPTION
 KE1146
 KE1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1146'THIS STATION IS THE TANK AT TWENTIETH STREET AND RIDGE AVENUE,
 KE1146'ARMOURDALE DISTRICT, KANSAS CITY, KANSAS.  IT IS LOCATED
 KE1146'45 FEET W OF TWENTIETH STREET AND ABOUT 30 FEET S OF RIDGE
 KE1146'AVENUE.  IT WAS ERECTED IN 1933 AND IS VERY PROMINENT.
 KE1146'
 KE1146'THE TANK IS ENCLOSED BY A WIRE FENCE.  IT HAS SIX TRUSS-WORK
 KE1146'LEGS ABOUT 120 FEET HIGH.  THE OVAL SECTION EXTENDS DOWNWARD
 KE1146'ABOUT 12 FEET, FROM THE CENTER OF WHICH A FEED PIPE JACKET
 KE1146'EXTENDS TO THE GROUND.  THE VERTICAL SECTION IS ABOUT 20
 KE1146'FEET HIGH AND HAS A CAT-WALK AND RAIL AROUND ITS BASE.  THE
 KE1146'FLAT CONICAL ROOF HAS A BALL AT ITS APEX.  THE ENTIRE TANK
 KE1146'IS SILVER IN COLOR.  THE TOTAL HEIGHT IS ABOUT 145 FEET.
 KE1146
 KE1146                          STATION RECOVERY (1972)
 KE1146
 KE1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1146'THE STATION, KANSAS CITY ARMOURDALE MUNICIPAL TANK 1934, WAS
 KE1146'RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS ADEQUATE.  THE
 KE1146'POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 KE1146'
 KE1146'NOTE--THE STATION IS LISTED AS.  KANSAS CITY ARMOURDALE MUNICIPAL
 KE1146'TANK 1934.
 KE1146
 KE1146                          STATION RECOVERY (2004)
 KE1146
 KE1146'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1146'THE TANK IS NOW PAINTED LIGHT GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1139 ***********************************************************************
 KE1139  DESIGNATION -  KANSAS CITY BELL MEM HOSP STK
 KE1139  PID         -  KE1139
 KE1139  STATE/COUNTY-  KS/WYANDOTTE
 KE1139  USGS QUAD   -  KANSAS CITY (1991)
 KE1139
 KE1139                         *CURRENT SURVEY CONTROL
 KE1139  ___________________________________________________________________
 KE1139* NAD 83(1997)-  39 03 23.67707(N)    094 36 36.09598(W)     ADJUSTED  
 KE1139* NAVD 88     -                                                        
 KE1139  ___________________________________________________________________
 KE1139  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 KE1139  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 KE1139
 KE1139  HORZ ORDER  -  THIRD
 KE1139
 KE1139.The horizontal coordinates were established by classical geodetic methods
 KE1139.and adjusted by the National Geodetic Survey in October 1998..
 KE1139
 KE1139
 KE1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1139
 KE1139.The geoid height was determined by GEOID03.
 KE1139
 KE1139;                    North         East     Units Scale Factor Converg.
 KE1139;SPC KS N     -    85,779.274   693,347.676   MT  0.99996256   +2 08 41.6
 KE1139;SPC MO W     -   320,735.733   840,476.940   MT  0.99994229   -0 04 09.6
 KE1139;UTM  15      - 4,324,288.466   360,692.245   MT  0.99983896   -1 00 52.6
 KE1139
 KE1139                          SUPERSEDED SURVEY CONTROL
 KE1139
 KE1139  NAD 83(1986)-  39 03 23.68361(N)    094 36 36.09195(W) AD(       ) 4
 KE1139  NAD 27      -  39 03 23.66733(N)    094 36 35.25132(W) AD(       ) 3
 KE1139
 KE1139.Superseded values are not recommended for survey control.
 KE1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1139.See file dsdata.txt to determine how the superseded data were derived.
 KE1139
 KE1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6069224288(NAD 83)
 KE1139_MARKER: 63 = STACK
 KE1139
 KE1139  HISTORY     - Date     Condition        Report By
 KE1139  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1139  HISTORY     - 20041129 MARK NOT FOUND   GEOCAC
 KE1139
 KE1139                          STATION DESCRIPTION
 KE1139
 KE1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1139'THIS STATION IS THE STACK AT THE POWER HOUSE OF THE BELL
 KE1139'MEMORIAL HOSPITAL IN KANSAS CITY, KANSAS.  IT IS LOCATED
 KE1139'ABOUT 0.45 MILE W OF THE MISSOURI-KANSAS STATE LINE, ABOUT
 KE1139'250 FEET W OF THE CENTER LINE OF EATON STREET, ABOUT 450
 KE1139'FEET S OF THE CENTER LINE OF THIRTY-NINTH STREET.  THE STACK
 KE1139'IS AT THE E SIDE OF THE POWER HOUSE, WHICH IN TURN, IS ABOUT
 KE1139'750 FEET E OF THE BELL MEMORIAL HOSPITAL, LOCATED AT
 KE1139'THIRTY-NINTH STREET AND RAINBOW BOULEVARD.  THE STACK WAS
 KE1139'ERECTED IN 1928.
 KE1139'
 KE1139'THE STACK IS MADE OF CONCRETE ABOUT 185 FEET IN HEIGHT.
 KE1139'THE BASE OF THE STACK HAS A DIAMETER OF ABOUT 18 FEET, AND
 KE1139'THE TOP IS ABOUT 10 FEET IN DIAMETER.
 KE1139
 KE1139                          STATION RECOVERY (2004)
 KE1139
 KE1139'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1172 ***********************************************************************
 KE1172  DESIGNATION -  KANSAS CITY BLESS SAC CH SPIRE
 KE1172  PID         -  KE1172
 KE1172  STATE/COUNTY-  KS/WYANDOTTE
 KE1172  USGS QUAD   -  PARKVILLE (1991)
 KE1172
 KE1172                         *CURRENT SURVEY CONTROL
 KE1172  ___________________________________________________________________
 KE1172* NAD 83(1997)-  39 07 39.73670(N)    094 39 13.39665(W)     ADJUSTED  
 KE1172* NAVD 88     -                                                        
 KE1172  ___________________________________________________________________
 KE1172  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 KE1172  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE1172
 KE1172  HORZ ORDER  -  THIRD
 KE1172
 KE1172.The horizontal coordinates were established by classical geodetic methods
 KE1172.and adjusted by the National Geodetic Survey in October 1998..
 KE1172
 KE1172
 KE1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1172
 KE1172.The geoid height was determined by GEOID03.
 KE1172
 KE1172;                    North         East     Units Scale Factor Converg.
 KE1172;SPC KS N     -    93,529.338   689,276.625   MT  0.99995914   +2 07 02.1
 KE1172;SPC MO W     -   328,637.157   836,708.426   MT  0.99994335   -0 05 49.2
 KE1172;UTM  15      - 4,332,250.256   357,055.056   MT  0.99985160   -1 02 37.5
 KE1172
 KE1172                          SUPERSEDED SURVEY CONTROL
 KE1172
 KE1172  NAD 83(1986)-  39 07 39.74374(N)    094 39 13.39416(W) AD(       ) 4
 KE1172  NAD 27      -  39 07 39.72881(N)    094 39 12.54688(W) AD(       ) 3
 KE1172
 KE1172.Superseded values are not recommended for survey control.
 KE1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1172.See file dsdata.txt to determine how the superseded data were derived.
 KE1172
 KE1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5705532250(NAD 83)
 KE1172_MARKER: 90 = CHURCH SPIRE
 KE1172
 KE1172  HISTORY     - Date     Condition        Report By
 KE1172  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1172  HISTORY     - 20041114 GOOD             GEOCAC
 KE1172
 KE1172                          STATION DESCRIPTION
 KE1172
 KE1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1172'THIS STATION IS THE TALLER AND THE EASTERLY OF THE TWO SPIRES
 KE1172'ON THE CHURCH OF THE BLESSED SACRAMENT LOCATED AT TWENTY-SECOND
 KE1172'STREET AND TROUPE AVENUE, IN KANSAS CITY, KANSAS.  IT IS
 KE1172'ABOUT 20 FEET W OF THE CENTER LINE OF TWENTY-SECOND STREET
 KE1172'AND ABOUT 30 FEET N OF THE CENTER LINE OF TROUPE AVENUE.
 KE1172'THE CHURCH WAS ERECTED IN 1924.  THE SPIRE IS NOT ESPECIALLY
 KE1172'PROMINENT, AS IT IS OBSTRUCTED BY TREES AND RIDGES FROM
 KE1172'CERTAIN DIRECTIONS.
 KE1172'
 KE1172'THE BASE OF THE SPIRE IS A GRAY STONE TOWER ABOUT 100 FEET
 KE1172'HIGH.  THERE ARE TWO LOUVERED GOTHIC WINDOWS ON EACH SIDE
 KE1172'AT THE TOP.  OVER THESE WINDOWS THERE IS A TRIANGULAR GABLE
 KE1172'ON EACH SIDE WITH ORNAMENTAL SPINDLES, AND SIMILAR SPINDLES
 KE1172'AT THE FOUR CORNERS OF THE TOWER.  THE GRAY SHINGLED OCTAGONAL
 KE1172'SPIRE IS ABOUT 40 FEET HIGH AND A BLACK BALL AND A BLACK
 KE1172'LATIN CROSS AT THE APEX.  THE TOTAL HEIGHT IS ABOUT 145 FEET.
 KE1172
 KE1172                          STATION RECOVERY (2004)
 KE1172
 KE1172'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1173 ***********************************************************************
 KE1173  DESIGNATION -  KANSAS CITY BPU S STACK
 KE1173  PID         -  KE1173
 KE1173  STATE/COUNTY-  KS/WYANDOTTE
 KE1173  USGS QUAD   -  PARKVILLE (1991)
 KE1173
 KE1173                         *CURRENT SURVEY CONTROL
 KE1173  ___________________________________________________________________
 KE1173* NAD 83(1997)-  39 09 02.80759(N)    094 38 11.72677(W)     ADJUSTED  
 KE1173* NAVD 88     -                                                        
 KE1173  ___________________________________________________________________
 KE1173  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 KE1173  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE1173
 KE1173  HORZ ORDER  -  THIRD
 KE1173
 KE1173.The horizontal coordinates were established by classical geodetic methods
 KE1173.and adjusted by the National Geodetic Survey in October 1998..
 KE1173
 KE1173
 KE1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1173
 KE1173.The geoid height was determined by GEOID03.
 KE1173
 KE1173;                    North         East     Units Scale Factor Converg.
 KE1173;SPC KS N     -    96,144.099   690,661.709   MT  0.99995836   +2 07 41.1
 KE1173;UTM  15      - 4,334,784.378   358,582.059   MT  0.99984625   -1 02 00.4
 KE1173
 KE1173                          SUPERSEDED SURVEY CONTROL
 KE1173
 KE1173  NAD 83(1986)-  39 09 02.81493(N)    094 38 11.72179(W) AD(       ) 4
 KE1173  NAD 27      -  39 09 02.80395(N)    094 38 10.87727(W) AD(       ) 3
 KE1173
 KE1173.Superseded values are not recommended for survey control.
 KE1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1173.See file dsdata.txt to determine how the superseded data were derived.
 KE1173
 KE1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5858234784(NAD 83)
 KE1173_MARKER: 63 = STACK
 KE1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1173+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 KE1173
 KE1173  HISTORY     - Date     Condition        Report By
 KE1173  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1173  HISTORY     - 20041219 GOOD             GEOCAC
 KE1173
 KE1173                          STATION DESCRIPTION
 KE1173
 KE1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1173'THE STATION, KANSAS CITY BOARD OF PUBLIC UTILITIES SOUTH STACK, IS
 KE1173'THE CENTER OF THE TOP OF A CONCRETE STACK PAINTED ALTERNATELY RED
 KE1173'AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 345 FEET AND IS
 KE1173'LOCATED AT 12TH STREET AND MISSOURI RIVER IN KANSAS CITY, KANSAS.
 KE1173'THE STACK HAS BPU LETTERED ON THE SIDE AND IS THE PROPERTY OF THE
 KE1173'KANSAS CITY, KANSAS BOARD OF PUBLIC UTILITIES.
 KE1173
 KE1173                          STATION RECOVERY (2004)
 KE1173
 KE1173'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1148 ***********************************************************************
 KE1148  DESIGNATION -  KANSAS CITY LAWRENCE STREET MUN TANK
 KE1148  PID         -  KE1148
 KE1148  STATE/COUNTY-  KS/WYANDOTTE
 KE1148  USGS QUAD   -  SHAWNEE (1991)
 KE1148
 KE1148                         *CURRENT SURVEY CONTROL
 KE1148  ___________________________________________________________________
 KE1148* NAD 83(1997)-  39 04 02.30096(N)    094 38 31.92021(W)     ADJUSTED  
 KE1148* NAVD 88     -                                                        
 KE1148  ___________________________________________________________________
 KE1148  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 KE1148  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE1148
 KE1148  HORZ ORDER  -  THIRD
 KE1148
 KE1148.The horizontal coordinates were established by classical geodetic methods
 KE1148.and adjusted by the National Geodetic Survey in October 1998..
 KE1148
 KE1148
 KE1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1148
 KE1148.The geoid height was determined by GEOID03.
 KE1148
 KE1148;                    North         East     Units Scale Factor Converg.
 KE1148;SPC KS N     -    86,865.763   690,520.715   MT  0.99996195   +2 07 28.3
 KE1148;SPC MO W     -   321,930.608   837,694.121   MT  0.99994304   -0 05 22.6
 KE1148;UTM  15      - 4,325,528.971   357,929.793   MT  0.99984853   -1 02 06.5
 KE1148
 KE1148                          SUPERSEDED SURVEY CONTROL
 KE1148
 KE1148  NAD 83(1986)-  39 04 02.30774(N)    094 38 31.91622(W) AD(       ) 4
 KE1148  NAD 27      -  39 04 02.29008(N)    094 38 31.06785(W) AD(       ) 3
 KE1148
 KE1148.Superseded values are not recommended for survey control.
 KE1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1148.See file dsdata.txt to determine how the superseded data were derived.
 KE1148
 KE1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5793025529(NAD 83)
 KE1148_MARKER: 53 = ELEVATED TANK
 KE1148
 KE1148  HISTORY     - Date     Condition        Report By
 KE1148  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1148  HISTORY     - 1972     GOOD             NGS
 KE1148  HISTORY     - 20041128 MARK NOT FOUND   GEOCAC
 KE1148
 KE1148                          STATION DESCRIPTION
 KE1148
 KE1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1148'THIS STATION IS THE MUNICIPAL TANK LOCATED AT DOUGLAS AND
 KE1148'VALLEY STREETS, ARGENTINE DISTRICT, KANSAS CITY, KANSAS.
 KE1148'THE TANK IS ABOUT 70 FEET W OF VALLEY STREET, ABOUT 280
 KE1148'FEET N OF DOUGLAS STREET, NEAR THE E SIDE OF RESERVOIR PARK.
 KE1148'IT SETS ON A HIGH MOUND SE OF THE RESERVOIR.  IT WAS ERECTED
 KE1148'IN 1934.  IT IS NOT VERY PROMINENT, EXCEPT FROM THE N.
 KE1148'
 KE1148'THE TANK HAS SIX TRUSS-WORK LEGS ABOUT 90 FEET HIGH.  THE
 KE1148'FLAT OVAL SECTION EXTENDS DOWNWARD ABOUT 8 FEET, FROM WHICH
 KE1148'A FEED PIPE JACKET EXTENDS TO THE GROUND.  THE VERTICAL
 KE1148'SECTION IS ABOUT 25 FEET HIGH WITH A CAT-WALK AND RAIL AROUND
 KE1148'ITS BASE.  THE FLAT CONICAL ROOF HAS PROJECTING EAVES AND
 KE1148'A BALL AT ITS APEX.  THE ENTIRE TANK IS SILVER IN COLOR.
 KE1148'THE TOTAL HEIGHT IS ABOUT 120 FEET.
 KE1148
 KE1148                          STATION RECOVERY (1972)
 KE1148
 KE1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1148'THE STATION, KANSAS CITY LAWRENCE STREET MUNICIPAL TANK, IS THE
 KE1148'CENTER OF THE TOP OF AN ELEVATED WATER TANK, PAINTED SILVER AND IS
 KE1148'SUPPORTED BY 6 TRUSSWORK LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT
 KE1148'OF 135 FEET AND IS LOCATED ON THE SOUTHEAST SIDE OF A LARGE
 KE1148'RESERVOIR AT THE JUNCTION OF 14TH AND LAWRENCE STREETS IN
 KE1148'KANSAS CITY, KANSAS.
 KE1148
 KE1148                          STATION RECOVERY (2004)
 KE1148
 KE1148'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1148'TANK HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1170 ***********************************************************************
 KE1170  DESIGNATION -  KANSAS CITY MATHER HALL TOWER
 KE1170  PID         -  KE1170
 KE1170  STATE/COUNTY-  KS/WYANDOTTE
 KE1170  USGS QUAD   -  PARKVILLE (1991)
 KE1170
 KE1170                         *CURRENT SURVEY CONTROL
 KE1170  ___________________________________________________________________
 KE1170* NAD 83(1997)-  39 07 38.61863(N)    094 40 08.06933(W)     ADJUSTED  
 KE1170* NAVD 88     -                                                        
 KE1170  ___________________________________________________________________
 KE1170  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 KE1170  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE1170
 KE1170  HORZ ORDER  -  THIRD
 KE1170
 KE1170.The horizontal coordinates were established by classical geodetic methods
 KE1170.and adjusted by the National Geodetic Survey in October 1998..
 KE1170
 KE1170
 KE1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1170
 KE1170.The geoid height was determined by GEOID03.
 KE1170
 KE1170;                    North         East     Units Scale Factor Converg.
 KE1170;SPC KS N     -    93,446.479   687,965.624   MT  0.99995916   +2 06 27.5
 KE1170;SPC MO W     -   328,605.013   835,395.224   MT  0.99994380   -0 06 23.7
 KE1170;UTM  15      - 4,332,239.816   355,741.619   MT  0.99985624   -1 03 12.0
 KE1170
 KE1170                          SUPERSEDED SURVEY CONTROL
 KE1170
 KE1170  NAD 83(1986)-  39 07 38.62609(N)    094 40 08.06589(W) AD(       ) 4
 KE1170  NAD 27      -  39 07 38.61055(N)    094 40 07.21278(W) AD(       ) 3
 KE1170
 KE1170.Superseded values are not recommended for survey control.
 KE1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1170.See file dsdata.txt to determine how the superseded data were derived.
 KE1170
 KE1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5574232240(NAD 83)
 KE1170_MARKER: 55 = TOWER
 KE1170
 KE1170  HISTORY     - Date     Condition        Report By
 KE1170  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1170  HISTORY     - 1958     GOOD             CGS
 KE1170  HISTORY     - 1972     GOOD             NGS
 KE1170  HISTORY     - 1974     GOOD             NGS
 KE1170  HISTORY     - 20040918 GOOD             GEOCAC
 KE1170
 KE1170                          STATION DESCRIPTION
 KE1170
 KE1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1170'THIS STATION IS THE TOWER ON MATHER HALL, KANSAS CITY UNIVERSITY,
 KE1170'KANSAS CITY, KANSAS.  THE UNIVERSITY IS NO LONGER OPERATING
 KE1170'AS AN INSTITUTION OF LEARNING.  MATHER HALL IS THE MAIN
 KE1170'BUILDING AND IS LOCATED ON A HIGH KNOLL ABOUT 0.2 MILE W
 KE1170'OF THIRTY-SECOND STREET AND ABOUT 0.15 MILE S OF PARALLEL
 KE1170'AVENUE, DIRECTLY S OF MOUNT HOPE CEMETERY.  IT WAS ERECTED
 KE1170'IN 1898 AND IS VERY PROMINENT.
 KE1170'
 KE1170'THE TOWER IS OVER THE MAIN ENTRANCE.  IT RISES AS A RED
 KE1170'BRICK TOWER ABOUT 100 FEET, WITH SMALL SQUARE BALCONIED
 KE1170'WINDOWS ON EACH SIDE ABOUT ONE-HALF THE WAY UP AND TALL
 KE1170'BALCONIED WINDOWS NEAR THE TOP.  AROUND THE TOP OF THIS
 KE1170'SECTION THERE IS AN IRON RAIL PAINTED BLACK.  ABOVE THE
 KE1170'TOWER THERE IS AN OCTAGONAL CUPOLA FORMED BY A RED ROOF
 KE1170'SUPPORTED BY TWELVE SQUARE WHITE PILLARS.  THIS SECTION
 KE1170'IS ABOUT 30 FEET HIGH.  THE TOP OF THE TOWER IS A SLIM GREEN
 KE1170'DOME SETTING ON THE ROOF OF THE CUPOLA ABOUT 10 FEET HIGH.
 KE1170'THERE IS A GREEN FINIAL AT THE APEX OF THE DOME.  THE TOTAL
 KE1170'HEIGHT IS ABOUT 145 FEET.
 KE1170
 KE1170                          STATION RECOVERY (1958)
 KE1170
 KE1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAS)
 KE1170'RECOVERED AS DESCRIBED.
 KE1170
 KE1170                          STATION RECOVERY (1972)
 KE1170
 KE1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1170'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.
 KE1170'THE TOWER IS NOW OWNED BY ST. AUGUSTINE SEMINARY.  THE STATION IS
 KE1170'LISTED AS.  KANSAS CITY OLD UNIV MATHER HALL TOWER 1934.
 KE1170
 KE1170                          STATION RECOVERY (1974)
 KE1170
 KE1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 KE1170'THE STATION WAS RECOVERED AS DESCRIBED, HOWEVER THE NAME WAS FURTHER
 KE1170'ABBREVIATED IN ORDER TO COMPLY WITH THE CIRCULAR LETTER DATE JUNE 5,
 KE1170'1973.
 KE1170
 KE1170                          STATION RECOVERY (2004)
 KE1170
 KE1170'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1140 ***********************************************************************
 KE1140  DESIGNATION -  KANSAS CITY MISSION RD MUN TK
 KE1140  PID         -  KE1140
 KE1140  STATE/COUNTY-  KS/WYANDOTTE
 KE1140  USGS QUAD   -  KANSAS CITY (1991)
 KE1140
 KE1140                         *CURRENT SURVEY CONTROL
 KE1140  ___________________________________________________________________
 KE1140* NAD 83(1997)-  39 03 06.74492(N)    094 37 14.97995(W)     ADJUSTED  
 KE1140* NAVD 88     -                                                        
 KE1140  ___________________________________________________________________
 KE1140  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 KE1140  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE1140
 KE1140  HORZ ORDER  -  THIRD
 KE1140
 KE1140.The horizontal coordinates were established by classical geodetic methods
 KE1140.and adjusted by the National Geodetic Survey in October 1998..
 KE1140
 KE1140
 KE1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1140
 KE1140.The geoid height was determined by GEOID03.
 KE1140
 KE1140;                    North         East     Units Scale Factor Converg.
 KE1140;SPC KS N     -    85,222.571   692,432.928   MT  0.99996284   +2 08 17.0
 KE1140;SPC MO W     -   320,214.798   839,541.386   MT  0.99994252   -0 04 34.0
 KE1140;UTM  15      - 4,323,783.087   359,748.320   MT  0.99984221   -1 01 16.8
 KE1140
 KE1140                          SUPERSEDED SURVEY CONTROL
 KE1140
 KE1140  NAD 83(1986)-  39 03 06.75113(N)    094 37 14.97626(W) AD(       ) 4
 KE1140  NAD 27      -  39 03 06.73187(N)    094 37 14.13126(W) AD(       ) 3
 KE1140
 KE1140.Superseded values are not recommended for survey control.
 KE1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1140.See file dsdata.txt to determine how the superseded data were derived.
 KE1140
 KE1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5974823783(NAD 83)
 KE1140_MARKER: 53 = ELEVATED TANK
 KE1140
 KE1140  HISTORY     - Date     Condition        Report By
 KE1140  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1140  HISTORY     - 1964     GOOD             CGS
 KE1140  HISTORY     - 1972     GOOD             NGS
 KE1140  HISTORY     - 1974     GOOD             NGS
 KE1140  HISTORY     - 1980     GOOD             NGS
 KE1140  HISTORY     - 20041128 MARK NOT FOUND   GEOCAC
 KE1140
 KE1140                          STATION DESCRIPTION
 KE1140
 KE1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1140'THIS STATION IS THE MUNICIPAL TANK OF ROSEDALE, KANSAS.
 KE1140'IT IS LOCATED ABOUT 115 FEET E OF MISSION ROAD, AND ABOUT 185
 KE1140'FEET N OF FORTY-SECOND STREET, ON A HIGH MOUND IN A WIRE ENCLOSURE.
 KE1140'THIS TANK IS FEDERAL WORKS PROJECT NO. 1599 AND WAS ERECTED IN
 KE1140'1934.  IT IS NOT ESPECIALLY PROMINENT BECAUSE OF THE ROLLING
 KE1140'TERRAIN.
 KE1140'
 KE1140'THE TANK HAS SIX TRUSS-WORK LEGS ABOUT 120 FEET HIGH.  THE FLAT
 KE1140'OVAL SECTION EXTENDS DOWNWARD ABOUT 6 FEET FROM THE CENTER OF
 KE1140'WHICH A FEED PIPE JACKET EXTENDS TO THE GROUND.  THE VERTICAL
 KE1140'SECTION IS ABOUT 25 FEET HIGH AND HAS A CAT-WALK AND RAIL AROUND
 KE1140'ITS BASE.  THE FLAT CONICAL ROOF HAS PROJECTING EAVES AND A BALL
 KE1140'AT ITS APEX.  THE ENTIRE TANK IS SILVER IN COLOR.  THE TOTAL
 KE1140'HEIGHT IS ABOUT 150 FEET.
 KE1140
 KE1140                          STATION RECOVERY (1964)
 KE1140
 KE1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWR)
 KE1140'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KE1140
 KE1140                          STATION RECOVERY (1972)
 KE1140
 KE1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1140'CENTER OF AN ELEVATED WATER TANK, PAINTED SILVER AND IS SUPPORTED BY
 KE1140'SIX TRUSSWORK LEGS.  THE STURCTURE HAS AN OVERALL HEIGHT OF 130
 KE1140'FEET, A CAPACITY OF 150,000 GALLONS AND IS LOCATED IN THE NORTHEAST
 KE1140'ANGLE OF 42ND AVENUE AND MISSION ROAD.  THE TANK IS THE PROPERTY OF
 KE1140'THE KANSAS CITY BOARD OF PUBLIC UTILITIES.
 KE1140
 KE1140                          STATION RECOVERY (1974)
 KE1140
 KE1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KE1140'KANSAS CITY MISSION ROAD MUNICIPAL WATER TANK WAS RECOVERED AS
 KE1140'DESCRIBED IN 1972 BY I.L.C.  THE NAME WAS CHANGED IN ORDER TO COMPLY
 KE1140'WITH CIRCULAR LETTER DATED JUNE 11, 1973.
 KE1140'
 KE1140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTHEAST
 KE1140'OF ROELAND PARK.
 KE1140
 KE1140                          STATION RECOVERY (1980)
 KE1140
 KE1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 KE1140'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KE1140'
 KE1140'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTHEAST OF
 KE1140'ROELAND PARK.
 KE1140
 KE1140                          STATION RECOVERY (2004)
 KE1140
 KE1140'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1140'TANK HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1168 ***********************************************************************
 KE1168  DESIGNATION -  KANSAS CITY PARALLEL AVE TANK
 KE1168  PID         -  KE1168
 KE1168  STATE/COUNTY-  KS/WYANDOTTE
 KE1168  USGS QUAD   -  PARKVILLE (1991)
 KE1168
 KE1168                         *CURRENT SURVEY CONTROL
 KE1168  ___________________________________________________________________
 KE1168* NAD 83(1997)-  39 07 43.94641(N)    094 40 24.07367(W)     ADJUSTED  
 KE1168* NAVD 88     -                                                        
 KE1168  ___________________________________________________________________
 KE1168  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KE1168  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE1168
 KE1168  HORZ ORDER  -  THIRD
 KE1168
 KE1168.The horizontal coordinates were established by classical geodetic methods
 KE1168.and adjusted by the National Geodetic Survey in October 1998..
 KE1168
 KE1168
 KE1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1168
 KE1168.The geoid height was determined by GEOID03.
 KE1168
 KE1168;                    North         East     Units Scale Factor Converg.
 KE1168;SPC KS N     -    93,596.534   687,575.446   MT  0.99995910   +2 06 17.3
 KE1168;SPC MO W     -   328,770.028   835,011.141   MT  0.99994394   -0 06 33.8
 KE1168;UTM  15      - 4,332,411.139   355,360.348   MT  0.99985760   -1 03 22.3
 KE1168
 KE1168                          SUPERSEDED SURVEY CONTROL
 KE1168
 KE1168  NAD 83(1986)-  39 07 43.95485(N)    094 40 24.07134(W) AD(       ) 4
 KE1168  NAD 83(1986)-  39 07 43.95407(N)    094 40 24.07135(W) AD(       ) 4
 KE1168  NAD 27      -  39 07 43.93874(N)    094 40 23.21932(W) AD(       ) 3
 KE1168
 KE1168.Superseded values are not recommended for survey control.
 KE1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1168.See file dsdata.txt to determine how the superseded data were derived.
 KE1168
 KE1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5536032411(NAD 83)
 KE1168_MARKER: 53 = ELEVATED TANK
 KE1168
 KE1168  HISTORY     - Date     Condition        Report By
 KE1168  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1168  HISTORY     - 1972     GOOD             NGS
 KE1168  HISTORY     - 1974     GOOD             NGS
 KE1168  HISTORY     - 20040918 GOOD             GEOCAC
 KE1168
 KE1168                          STATION DESCRIPTION
 KE1168
 KE1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1168'THIS STATION IS THE SQUAT SILVER TANK KNOWN AS THE PARALLEL
 KE1168'AVENUE, KANSAS CITY, KANSAS, MUNICIPAL.  IT IS LOCATED AT
 KE1168'PARALLEL AVENUE AND N THIRTY-SEVENTH STREET, IN KANSAS CITY,
 KE1168'KANSAS.  IT IS ABOUT 160 FEET N OF THE CENTER LINE OF PARALLEL
 KE1168'AVENUE AND ABOUT 60 FEET E OF THE CENTER LINE OF N THIRTY-SEVENTH
 KE1168'STREET, WHICH IS ALSO STATE HIGHWAY 5.  THE TANK IS AT THE
 KE1168'W END OF MOUNT HOPE CEMETERY.  IT WAS ERECTED IN 1929 AND
 KE1168'IS VERY PROMINENT FROM THE N, W AND S, BUT IS PARTIALLY
 KE1168'OBSTRUCTED BY TREES ON THE E SIDE.
 KE1168'
 KE1168'THE TANK HAS FOUR TRUSS-WORK LEGS ABOUT 90 FEET HIGH.  THE
 KE1168'FLAT OVAL SECTION EXTENDS DOWNWARD ABOUT 6 FEET FROM THE
 KE1168'CENTER OF WHICH A FEED PIPE JACKET EXTENDS TO THE GROUND.
 KE1168'THE VERTICAL SECTION IS ABOUT 20 FEET HIGH AND HAS A CAT-WALK
 KE1168'AND RAIL AROUND ITS BASE.  THE CONICAL ROOF IS ABOUT 4 FEET
 KE1168'HIGH, HAS PROJECTING EAVES AND A BALL AT THE APEX.  THE
 KE1168'ENTIRE TANK IS SILVER IN COLOR, AND ITS TOTAL HEIGHT IS ABOUT
 KE1168'135 FEET.
 KE1168
 KE1168                          STATION RECOVERY (1972)
 KE1168
 KE1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1168'THE STATION, KANSAS CITY PARALLEL AVENUE MUNICIPAL TANK 1934, WAS
 KE1168'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE WITH THE
 KE1168'EXCEPTIONS.  THE TANK HAS SIX TRUSSWORK LEGS AND THIRTY-SEVENTH
 KE1168'STREET HAS BEEN CHANGED TO THIRTY-EIGHTH STREET.  THE TANK IS OWNED
 KE1168'BY THE KANSAS CITY BOARD OF PUBLIC UTILITIES AND THEY STATED IS
 KE1168'HAS NOT BEEN CHANGED SINCE 1929.
 KE1168'
 KE1168'NOTE--THE STATION IS LISTED AS.  KANSAS CITY PARALLEL AVE
 KE1168'MUNICIPAL TANK 1934.
 KE1168
 KE1168                          STATION RECOVERY (1974)
 KE1168
 KE1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KE1168'KANSAS CITY PARALLEL AVENUE MUNICIPAL TANK 1934 WAS RECOVERED AS
 KE1168'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE NAME WAS SHORTENED
 KE1168'TO COMPLY WITH CIRCULAR LETTER DATED JUNE 11, 1973.
 KE1168'
 KE1168'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE WESTERN PART
 KE1168'OF KANSAS CITY.
 KE1168
 KE1168                          STATION RECOVERY (2004)
 KE1168
 KE1168'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1168'TOWER IS NOW PAINTED GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1169 ***********************************************************************
 KE1169  DESIGNATION -  KANSAS CITY PARK ST MUN TANK
 KE1169  PID         -  KE1169
 KE1169  STATE/COUNTY-  KS/WYANDOTTE
 KE1169  USGS QUAD   -  PARKVILLE (1991)
 KE1169
 KE1169                         *CURRENT SURVEY CONTROL
 KE1169  ___________________________________________________________________
 KE1169* NAD 83(1997)-  39 08 58.02384(N)    094 39 40.89807(W)     ADJUSTED  
 KE1169* NAVD 88     -                                                        
 KE1169  ___________________________________________________________________
 KE1169  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KE1169  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE1169
 KE1169  HORZ ORDER  -  THIRD
 KE1169
 KE1169.The horizontal coordinates were established by classical geodetic methods
 KE1169.and adjusted by the National Geodetic Survey in October 1998..
 KE1169
 KE1169
 KE1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1169
 KE1169.The geoid height was determined by GEOID03.
 KE1169
 KE1169;                    North         East     Units Scale Factor Converg.
 KE1169;SPC KS N     -    95,917.470   688,527.543   MT  0.99995840   +2 06 44.7
 KE1169;SPC MO W     -   331,052.411   836,052.184   MT  0.99994357   -0 06 06.7
 KE1169;UTM  15      - 4,334,675.806   356,438.876   MT  0.99985377   -1 02 56.7
 KE1169
 KE1169                          SUPERSEDED SURVEY CONTROL
 KE1169
 KE1169  NAD 83(1986)-  39 08 58.03254(N)    094 39 40.89474(W) AD(       ) 4
 KE1169  NAD 83(1986)-  39 08 58.03414(N)    094 39 40.89347(W) AD(       ) 4
 KE1169  NAD 27      -  39 08 58.03879(N)    094 39 40.05126(W) AD(       ) 3
 KE1169
 KE1169.Superseded values are not recommended for survey control.
 KE1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1169.See file dsdata.txt to determine how the superseded data were derived.
 KE1169
 KE1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5643934676(NAD 83)
 KE1169_MARKER: 53 = ELEVATED TANK
 KE1169
 KE1169  HISTORY     - Date     Condition        Report By
 KE1169  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1169  HISTORY     - 1972     GOOD             NGS
 KE1169  HISTORY     - 1974     GOOD             USE
 KE1169  HISTORY     - 20041114 MARK NOT FOUND   GEOCAC
 KE1169
 KE1169                          STATION DESCRIPTION
 KE1169
 KE1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1169'THIS TANK IS THE SQUAT SILVER TANK KNOWN AS THE PARK STREET
 KE1169'KANSAS CITY, KANSAS MUNICIPAL.  IT IS LOCATED ON THE W END
 KE1169'OF THE CAMPUS OF WESTERN UNIVERSITY, A COLLEGE FOR NEGROES,
 KE1169'AND IS ABOUT 40 FEET E OF TWENTY-EIGHTH STREET, ABOUT 250
 KE1169'FEET N OF PARK STREET AND ABOUT 0.1 MILE W OF TWENTY-SEVENTH
 KE1169'STREET.  IT IS ABOUT 45 FEET NW OF THE SW CORNER OF WARD
 KE1169'HALL.  IT SETS IN A WIRE ENCLOSURE.  IT WAS ERECTED IN 1915
 KE1169'AND IS VERY PROMINENT BECAUSE OF THE HIGH ELEVATION OF THE
 KE1169'LAND WHERE THE TANK IS LOCATED.
 KE1169'
 KE1169'THE TANK HAS SIX TRUSS-WORK LEGS ABOUT 80 FEET HIGH.  THE
 KE1169'FLAT OVAL SECTION EXTENDS DOWNWARD ABOUT 4 FEET, FROM THE
 KE1169'CENTER OF WHICH A SILVER FEED PIPE JACKET EXTENDS TO THE
 KE1169'GROUND.  THE VERTICAL SECTION IS ABOUT 30 FEET HIGH AND
 KE1169'HAS A CAT-WALK AND RAIL AROUND ITS BASE.  THE ROOF IS OF
 KE1169'THE FLAT CONICAL TYPE AND HAS A BALL AT ITS APEX.  THE TOTAL
 KE1169'HEIGHT IS ABOUT 115 FEET.
 KE1169
 KE1169                          STATION RECOVERY (1972)
 KE1169
 KE1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1169'THE STATION, KANSAS CITY PARK STREET MUNICIPAL TANK 1934, WAS
 KE1169'RECOVERED IN GOOD CONDITION.
 KE1169'
 KE1169'IT IS THE CENTER OF THE TOP OF AN ELEVATED WATER TANK, PAINTED
 KE1169'WHITE AND SUPPORTED BY SIX TRUSSWORK LEGS.  THE STRUCTURE HAS AN
 KE1169'OVERALL HEIGHT OF 110 FEET, A CAPACITY OF 150,000 GALLONS AND IS
 KE1169'LOCATED ABOUT 300 FEET NORTH OF THE INTERSECTION OF 29TH STREET
 KE1169'AND SEWELL AVENUE IN NORTH KANSAS CITY, KANSAS.  THE TANK IS OWNED
 KE1169'BY THE KANSAS CITY BOARD OF PUBLIC UTILITIES.
 KE1169'
 KE1169'THE OLD WESTERN UNIVERSITY HAS BEEN REMOVED AND NEW BUILDINGS ARE
 KE1169'UNDER CONSTRUCTION ON THE SITE.
 KE1169'
 KE1169'NOTE--THE STATION IS LISTED AS.  KANSAS CITY PARK STREET MUNICIPAL
 KE1169'TANK 1934.
 KE1169
 KE1169                          STATION RECOVERY (1974)
 KE1169
 KE1169'RECOVERY NOTE BY US ENGINEERS 1974
 KE1169'STATION RECOVERED.
 KE1169
 KE1169                          STATION RECOVERY (2004)
 KE1169
 KE1169'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1169'TANK HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1160 ***********************************************************************
 KE1160  DESIGNATION -  KANSAS CITY RAD STA KCKN MAST
 KE1160  PID         -  KE1160
 KE1160  STATE/COUNTY-  KS/WYANDOTTE
 KE1160  USGS QUAD   -  SHAWNEE (1991)
 KE1160
 KE1160                         *CURRENT SURVEY CONTROL
 KE1160  ___________________________________________________________________
 KE1160* NAD 83(1997)-  39 06 49.13283(N)    094 40 45.58679(W)     ADJUSTED  
 KE1160* NAVD 88     -                                                        
 KE1160  ___________________________________________________________________
 KE1160  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 KE1160  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE1160
 KE1160  HORZ ORDER  -  THIRD
 KE1160
 KE1160.The horizontal coordinates were established by classical geodetic methods
 KE1160.and adjusted by the National Geodetic Survey in October 1998..
 KE1160
 KE1160
 KE1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1160
 KE1160.The geoid height was determined by GEOID03.
 KE1160
 KE1160;                    North         East     Units Scale Factor Converg.
 KE1160;SPC KS N     -    91,888.422   687,121.057   MT  0.99995970   +2 06 03.7
 KE1160;UTM  15      - 4,330,730.850   354,812.522   MT  0.99985956   -1 03 34.6
 KE1160
 KE1160                          SUPERSEDED SURVEY CONTROL
 KE1160
 KE1160  NAD 83(1986)-  39 06 49.14076(N)    094 40 45.57990(W) AD(       ) 4
 KE1160  NAD 27      -  39 06 49.12453(N)    094 40 44.72996(W) AD(       ) 3
 KE1160
 KE1160.Superseded values are not recommended for survey control.
 KE1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1160.See file dsdata.txt to determine how the superseded data were derived.
 KE1160
 KE1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5481330731(NAD 83)
 KE1160_MARKER: 42 = RADIO/TV MAST
 KE1160
 KE1160  HISTORY     - Date     Condition        Report By
 KE1160  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1160  HISTORY     - 1974     GOOD             NGS
 KE1160  HISTORY     - 20041106 GOOD             GEOCAC
 KE1160
 KE1160                          STATION DESCRIPTION
 KE1160
 KE1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1160'THE STATION, KANSAS CITY RADIO STATION MAST KCKN AM-FM, IS THE RED
 KE1160'LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST THAT IS PAINTED
 KE1160'ALTERNATELY RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF
 KE1160'465 FEET AND IS LOCATED AT 4121 MINNESOTA AVENUE, KANSAS CITY,
 KE1160'KANSAS.  THE MAST IS THE PROPERTY OF RADIO STATION KCKN.
 KE1160
 KE1160                          STATION RECOVERY (1974)
 KE1160
 KE1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KE1160'STATION WAS RECOVERED AS DESCRIBED IN 1972 BY I.L.C.
 KE1160'
 KE1160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WESTERN EDGE OF
 KE1160'KANSAS CITY, KANSAS.
 KE1160
 KE1160                          STATION RECOVERY (2004)
 KE1160
 KE1160'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1147 ***********************************************************************
 KE1147  DESIGNATION -  KANSAS CITY ST PETERS CH SPIRE
 KE1147  PID         -  KE1147
 KE1147  STATE/COUNTY-  KS/WYANDOTTE
 KE1147  USGS QUAD   -  SHAWNEE (1991)
 KE1147
 KE1147                         *CURRENT SURVEY CONTROL
 KE1147  ___________________________________________________________________
 KE1147* NAD 83(1997)-  39 06 36.08500(N)    094 38 43.30380(W)     ADJUSTED  
 KE1147* NAVD 88     -                                                        
 KE1147  ___________________________________________________________________
 KE1147  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 KE1147  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 KE1147
 KE1147  HORZ ORDER  -  THIRD
 KE1147
 KE1147.The horizontal coordinates were established by classical geodetic methods
 KE1147.and adjusted by the National Geodetic Survey in October 1998..
 KE1147
 KE1147
 KE1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1147
 KE1147.The geoid height was determined by GEOID03.
 KE1147
 KE1147;                    North         East     Units Scale Factor Converg.
 KE1147;SPC KS N     -    91,594.592   690,071.615   MT  0.99995985   +2 07 21.1
 KE1147;SPC MO W     -   326,673.173   837,428.060   MT  0.99994312   -0 05 30.1
 KE1147;UTM  15      - 4,330,274.835   357,742.082   MT  0.99984919   -1 02 17.1
 KE1147
 KE1147                          SUPERSEDED SURVEY CONTROL
 KE1147
 KE1147  NAD 83(1986)-  39 06 36.09423(N)    094 38 43.30176(W) AD(       ) 4
 KE1147  NAD 27      -  39 06 36.07688(N)    094 38 42.45226(W) AD(       ) 3
 KE1147
 KE1147.Superseded values are not recommended for survey control.
 KE1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1147.See file dsdata.txt to determine how the superseded data were derived.
 KE1147
 KE1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5774230275(NAD 83)
 KE1147_MARKER: 90 = CHURCH SPIRE
 KE1147
 KE1147  HISTORY     - Date     Condition        Report By
 KE1147  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1147  HISTORY     - 1946     GOOD             CGS
 KE1147  HISTORY     - 20041114 GOOD             GEOCAC
 KE1147
 KE1147                          STATION DESCRIPTION
 KE1147
 KE1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1147'THIS STATION IS THE TALL SPIRE ON THE S WING OF ST. PETERS
 KE1147'CHURCH, AT THE NW CORNER OF GRANDVIEW BOULEVARD AND ORVILLE
 KE1147'AVENUE, IN KANSAS CITY, KANSAS.  THE SPIRE IS ON A STONE
 KE1147'TOWER.  THE TOWER IS ABOUT 195 FEET N OF CENTER LINE OF
 KE1147'ORVILLE AVENUE, ABOUT 140 FEET W OF THE CENTER LINE OF GRANDVIEW
 KE1147'BOULEVARD, AND ABOUT 310 FEET S OF THE CENTER LINE OF SANDUSKY
 KE1147'AVENUE.  THE TOWER WAS ERECTED IN 1925.
 KE1147'
 KE1147'THE BASE OF THE TOWER IS A GRAY STONE TOWER ABOUT 100 FEET
 KE1147'HIGH.  THERE ARE THREE GLAZED GOTHIC WINDOWS ON EACH SIDE
 KE1147'ONE-HALF WAY UP AND THREE TALL LOUVERED GOTHIC WINDOWS ABOUT
 KE1147'TWO-THIRDS THE WAY UP.  THERE ARE ORNAMENTAL MINARETS AT THE
 KE1147'CORNERS OF THE TOWER AT THE TOP.  ON THE TOWER IS A GRAY
 KE1147'STONE OCTAGONAL BELFRY WITH LARGE ARCHED OPENINGS ON THE
 KE1147'N, E, S AND W SIDES.  MINARETS EXTEND UPWARD AT THE JUNCTION
 KE1147'OF THE FACES.  THIS BELFRY IS ABOUT 25 FEET HIGH.  ON IT
 KE1147'SETS A BLACK OCTAGONAL SPIRE ABOUT 30 FEET HIGH WITH A BALL
 KE1147'AND BLACK LATIN CROSS AT THE APEX.  THE TOTAL HEIGHT IS
 KE1147'ABOUT 160 FEET.
 KE1147
 KE1147                          STATION RECOVERY (1946)
 KE1147
 KE1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RGH)
 KE1147'THE DESCRIPTION IS ADEQUATE.
 KE1147
 KE1147                          STATION RECOVERY (2004)
 KE1147
 KE1147'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1159 ***********************************************************************
 KE1159  DESIGNATION -  KANSAS CITY TOWER PLAZA TANK
 KE1159  PID         -  KE1159
 KE1159  STATE/COUNTY-  KS/WYANDOTTE
 KE1159  USGS QUAD   -  SHAWNEE (1991)
 KE1159
 KE1159                         *CURRENT SURVEY CONTROL
 KE1159  ___________________________________________________________________
 KE1159* NAD 83(1997)-  39 07 02.04775(N)    094 40 18.56082(W)     ADJUSTED  
 KE1159* NAVD 88     -                                                        
 KE1159  ___________________________________________________________________
 KE1159  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KE1159  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE1159
 KE1159  HORZ ORDER  -  THIRD
 KE1159
 KE1159.The horizontal coordinates were established by classical geodetic methods
 KE1159.and adjusted by the National Geodetic Survey in October 1998..
 KE1159
 KE1159
 KE1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1159
 KE1159.The geoid height was determined by GEOID03.
 KE1159
 KE1159;                    North         East     Units Scale Factor Converg.
 KE1159;SPC KS N     -    92,310.240   687,755.241   MT  0.99995955   +2 06 20.8
 KE1159;UTM  15      - 4,331,117.021   355,468.933   MT  0.99985721   -1 03 17.8
 KE1159
 KE1159                          SUPERSEDED SURVEY CONTROL
 KE1159
 KE1159  NAD 83(1986)-  39 07 02.05518(N)    094 40 18.55505(W) AD(       ) 4
 KE1159  NAD 27      -  39 07 02.03953(N)    094 40 17.70430(W) AD(       ) 3
 KE1159
 KE1159.Superseded values are not recommended for survey control.
 KE1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1159.See file dsdata.txt to determine how the superseded data were derived.
 KE1159
 KE1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5546931117(NAD 83)
 KE1159_MARKER: 53 = ELEVATED TANK
 KE1159
 KE1159  HISTORY     - Date     Condition        Report By
 KE1159  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1159  HISTORY     - 1974     GOOD             NGS
 KE1159  HISTORY     - 20041106 GOOD             GEOCAC
 KE1159
 KE1159                          STATION DESCRIPTION
 KE1159
 KE1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1159'THE STATION, KANSAS CITY TOWER PLAZA TANK, IS THE CENTER OF THE TOP
 KE1159'OF AN ELEVATED WATER TANK, PAINTED SILVER AND IS SUPPORTED BY SIX
 KE1159'TRUSSWORK LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 135 FEET, A
 KE1159'CAPACITY OF 150,000 GALLONS AND IS LOCATED IN THE TOWER PLAZA
 KE1159'NORTH SHOPPING CENTER.  IT IS IN THE NORTHEAST ANGLE OF 38TH
 KE1159'STREET AND STATE AVENUE IN KANSAS CITY, KANSAS.  THE TANK HAS
 KE1159'TOWER PLAZA LETTERED ON THE EAST AND WEST SIDE AND IS OWNED
 KE1159'BY THE KANSAS CITY BOARD OF PUBLIC UTILITIES.
 KE1159
 KE1159                          STATION RECOVERY (1974)
 KE1159
 KE1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 KE1159'THE STATION WAS RECOVERED AS DESCRIBED.  THE NAME WAS CHANGED TO
 KE1159'COMPLY WITH CIRCULAR LETTER DATED JUNE 11, 1973.
 KE1159'
 KE1159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE WESTERN PART
 KE1159'OF KANSAS CITY.
 KE1159
 KE1159                          STATION RECOVERY (2004)
 KE1159
 KE1159'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1159'THE TANK IS NOW PAINTED LIGHT GREEN AND IS LETTERED HOLLYWOOD
 KE1159'VIDEO ON THE WEST AND EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9221 ***********************************************************************
 DF9221  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9221  DESIGNATION -  KANSAS CTY WAAS 1 CORS ARP
 DF9221  CORS_ID     -  ZKC1
 DF9221  PID         -  DF9221
 DF9221  STATE/COUNTY-  KS/JOHNSON
 DF9221  USGS QUAD   -  OLATHE (1991)
 DF9221
 DF9221                         *CURRENT SURVEY CONTROL
 DF9221  ___________________________________________________________________
 DF9221* NAD 83(CORS)-  38 52 48.55019(N)    094 47 26.96407(W)     ADJUSTED  
 DF9221* NAVD 88     -                                                        
 DF9221  ___________________________________________________________________
 DF9221  EPOCH DATE  -        2002.00
 DF9221  X           -    -415,246.691 (meters)                     COMP
 DF9221  Y           -  -4,954,557.420 (meters)                     COMP
 DF9221  Z           -   3,982,160.950 (meters)                     COMP
 DF9221  ELLIP HEIGHT-         306.54  (meters)          (12/??/03) GPS OBS
 DF9221  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DF9221
 DF9221  HORZ ORDER  -  SPECIAL (CORS)
 DF9221  ELLP ORDER  -  SPECIAL (CORS)
 DF9221
 DF9221.ITRF positions are available for this station.
 DF9221.The coordinates were established by GPS observations
 DF9221.and adjusted by the National Geodetic Survey in December 2003..
 DF9221.The coordinates are valid at the epoch date displayed above.
 DF9221.The epoch date for horizontal control is a decimal equivalence
 DF9221.of Year/Month/Day.
 DF9221
 DF9221
 DF9221.The PID for the CORS L1 Phase Center is DF9222.
 DF9221
 DF9221.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9221
 DF9221.The ellipsoidal height was determined by GPS observations
 DF9221.and is referenced to NAD 83.
 DF9221
 DF9221.The geoid height was determined by GEOID03.
 DF9221
 DF9221;                    North         East     Units Scale Factor Converg.
 DF9221;SPC KS N     -    65,636.402   678,403.292   MT  0.99997764   +2 01 49.8
 DF9221
 DF9221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9221!SPC KS N     -   0.99995191  x   0.99997764  =   0.99992955
 DF9221
 DF9221                          SUPERSEDED SURVEY CONTROL
 DF9221
 DF9221.No superseded survey control is available for this station.
 DF9221
 DF9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4466305001(NAD 83)
 DF9221_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF9221
 DF9221                          STATION DESCRIPTION
 DF9221
 DF9221'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF9221'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9221'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9221'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9221'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9221'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9222 ***********************************************************************
 DF9222  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9222  DESIGNATION -  KANSAS CTY WAAS 1 CORS L1 PHASE CENTER
 DF9222  CORS_ID     -  ZKC1
 DF9222  PID         -  DF9222
 DF9222  STATE/COUNTY-  KS/JOHNSON
 DF9222  USGS QUAD   -  OLATHE (1991)
 DF9222
 DF9222                         *CURRENT SURVEY CONTROL
 DF9222  ___________________________________________________________________
 DF9222* NAD 83(CORS)-  38 52 48.55012(N)    094 47 26.96406(W)     ADJUSTED  
 DF9222* NAVD 88     -                                                        
 DF9222  ___________________________________________________________________
 DF9222  EPOCH DATE  -        2002.00
 DF9222  X           -    -415,246.716 (meters)                     COMP
 DF9222  Y           -  -4,954,557.724 (meters)                     COMP
 DF9222  Z           -   3,982,161.194 (meters)                     COMP
 DF9222  ELLIP HEIGHT-         306.93  (meters)          (12/??/03) GPS OBS
 DF9222  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 DF9222
 DF9222  HORZ ORDER  -  SPECIAL (CORS)
 DF9222  ELLP ORDER  -  SPECIAL (CORS)
 DF9222
 DF9222.ITRF positions are available for this station.
 DF9222.The coordinates were established by GPS observations
 DF9222.and adjusted by the National Geodetic Survey in December 2003..
 DF9222.The coordinates are valid at the epoch date displayed above.
 DF9222.The epoch date for horizontal control is a decimal equivalence
 DF9222.of Year/Month/Day.
 DF9222
 DF9222
 DF9222.The PID for the CORS ARP is DF9221.
 DF9222
 DF9222.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9222
 DF9222.The ellipsoidal height was determined by GPS observations
 DF9222.and is referenced to NAD 83.
 DF9222
 DF9222.The geoid height was determined by GEOID03.
 DF9222
 DF9222;                    North         East     Units Scale Factor Converg.
 DF9222;SPC KS N     -    65,636.400   678,403.292   MT  0.99997764   +2 01 49.8
 DF9222
 DF9222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9222!SPC KS N     -   0.99995185  x   0.99997764  =   0.99992949
 DF9222
 DF9222                          SUPERSEDED SURVEY CONTROL
 DF9222
 DF9222.No superseded survey control is available for this station.
 DF9222
 DF9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4466305001(NAD 83)
 DF9222_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF9222
 DF9222                          STATION DESCRIPTION
 DF9222
 DF9222'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF9222'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9222'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9222'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9222'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9222'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1248 ***********************************************************************
 HF1248  DESIGNATION -  KANSAS GAS AND ELECTRIC CO TK
 HF1248  PID         -  HF1248
 HF1248  STATE/COUNTY-  KS/SEDGWICK
 HF1248  USGS QUAD   -  BAYNEVILLE (1981)
 HF1248
 HF1248                         *CURRENT SURVEY CONTROL
 HF1248  ___________________________________________________________________
 HF1248* NAD 83(1997)-  37 35 46.41890(N)    097 24 44.69175(W)     ADJUSTED  
 HF1248* NAVD 88     -                                                        
 HF1248  ___________________________________________________________________
 HF1248  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HF1248  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF1248
 HF1248  HORZ ORDER  -  THIRD
 HF1248
 HF1248.The horizontal coordinates were established by classical geodetic methods
 HF1248.and adjusted by the National Geodetic Survey in October 1998..
 HF1248
 HF1248
 HF1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1248
 HF1248.The geoid height was determined by GEOID03.
 HF1248
 HF1248;                    North         East     Units Scale Factor Converg.
 HF1248;SPC KS S     -   503,727.061   496,039.863   MT  0.99995156   +0 40 06.1
 HF1248;UTM  14      - 4,162,201.946   640,151.164   MT  0.99984194   +0 58 07.4
 HF1248
 HF1248                          SUPERSEDED SURVEY CONTROL
 HF1248
 HF1248  NAD 83(1997)-  37 35 46.42525(N)    097 24 44.68800(W) AD(       ) 4
 HF1248  NAD 83(1986)-  37 35 46.42991(N)    097 24 44.68711(W) AD(       ) 4
 HF1248  NAD 27      -  37 35 46.39526(N)    097 24 43.52216(W) AD(       ) 3
 HF1248
 HF1248.Superseded values are not recommended for survey control.
 HF1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1248.See file dsdata.txt to determine how the superseded data were derived.
 HF1248
 HF1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4015162202(NAD 83)
 HF1248_MARKER: 53 = ELEVATED TANK
 HF1248
 HF1248  HISTORY     - Date     Condition        Report By
 HF1248  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1248  HISTORY     - 1961     GOOD             CGS
 HF1248
 HF1248                          STATION DESCRIPTION
 HF1248
 HF1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1248'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF HAYSVILLE,
 HF1248'3 MILES NORTH NORTHEAST OF BAYNEVILLE AND 3 MILES SOUTH SOUTHWEST
 HF1248'OF OATVILLE.
 HF1248'
 HF1248'THE TANK IS A STEEL TANK, PAINTED SILVER, SUPPORTED BY A
 HF1248'FOUR LEGGED STEEL STRUCTURE AND IS ABOUT 120 FEET HIGH.
 HF1248'THE BALL ON TOP WAS INTERSECTED.
 HF1248
 HF1248                          STATION RECOVERY (1961)
 HF1248
 HF1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 HF1248'THIS STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 HF1248'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1356 ***********************************************************************
 JF1356  DESIGNATION -  KANSAS HWY PAT RAD KAB 47 MAST
 JF1356  PID         -  JF1356
 JF1356  STATE/COUNTY-  KS/MORRIS
 JF1356  USGS QUAD   -  COUNCIL GROVE (1983)
 JF1356
 JF1356                         *CURRENT SURVEY CONTROL
 JF1356  ___________________________________________________________________
 JF1356* NAD 83(1997)-  38 40 02.53008(N)    096 23 27.90172(W)     ADJUSTED  
 JF1356* NAVD 88     -                                                        
 JF1356  ___________________________________________________________________
 JF1356  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 JF1356  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 JF1356
 JF1356  HORZ ORDER  -  THIRD
 JF1356
 JF1356.The horizontal coordinates were established by classical geodetic methods
 JF1356.and adjusted by the National Geodetic Survey in October 1998..
 JF1356
 JF1356
 JF1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1356
 JF1356.The geoid height was determined by GEOID03.
 JF1356
 JF1356;                    North         East     Units Scale Factor Converg.
 JF1356;SPC KS N     -    38,325.512   540,018.632   MT  1.00000832   +1 01 04.7
 JF1356;SPC KS S     -   624,133.239   583,528.390   MT  1.00002147   +1 17 45.6
 JF1356;UTM  14      - 4,283,095.298   726,981.919   MT  1.00023449   +1 37 50.7
 JF1356
 JF1356                          SUPERSEDED SURVEY CONTROL
 JF1356
 JF1356  NAD 83(1986)-  38 40 02.53748(N)    096 23 27.90086(W) AD(       ) 4
 JF1356  NAD 27      -  38 40 02.51172(N)    096 23 26.90560(W) AD(       ) 3
 JF1356
 JF1356.Superseded values are not recommended for survey control.
 JF1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1356.See file dsdata.txt to determine how the superseded data were derived.
 JF1356
 JF1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH2698283095(NAD 83)
 JF1356_MARKER: 42 = RADIO/TV MAST
 JF1356
 JF1356  HISTORY     - Date     Condition        Report By
 JF1356  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1356
 JF1356                          STATION DESCRIPTION
 JF1356
 JF1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1356'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE RADIO
 JF1356'MAST OPERATED BY THE KANSAS STATE HIGHWAY PATROL, LOCATED
 JF1356'ABOUT 5 MILES EAST OF COUNCIL GROVE, 129 FEET NORTH OF THE
 JF1356'CENTERLINE OF U.S. HIGHWAY 56, 7 FEET NORTHEAST OF THE
 JF1356'SOUTHWEST CORNER OF A SMALL TRANSMITTING BUILDING AND 4 FEET
 JF1356'SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING.
 JF1356'
 JF1356'IT IS A UNIFORM CROSS-SECTION STEEL TOWER, SUPPORTED BY GUY
 JF1356'WIRES AND PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE,
 JF1356'HAS A FLASHING RED LIGHT ATTACHED AT THE TOP AND IS 210 FEET
 JF1356'HIGH.
 JF1356'
 JF1356'TO REACH THE STATION FROM THE POST OFFICE IN COUNCIL GROVE,
 JF1356'GO EAST ON U.S. HIGHWAY 56 FOR 5.4 MILES TO THE STATION
 JF1356'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0796 ***********************************************************************
 KH0796  DESIGNATION -  KANSAS NEBR NATURAL GAS CO MST
 KH0796  PID         -  KH0796
 KH0796  STATE/COUNTY-  KS/THOMAS
 KH0796  USGS QUAD   -  GEM (1979)
 KH0796
 KH0796                         *CURRENT SURVEY CONTROL
 KH0796  ___________________________________________________________________
 KH0796* NAD 83(1997)-  39 23 38.04208(N)    100 54 28.22510(W)     ADJUSTED  
 KH0796* NAVD 88     -                                                        
 KH0796  ___________________________________________________________________
 KH0796  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 KH0796  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 KH0796
 KH0796  HORZ ORDER  -  THIRD
 KH0796
 KH0796.The horizontal coordinates were established by classical geodetic methods
 KH0796.and adjusted by the National Geodetic Survey in October 1998..
 KH0796
 KH0796
 KH0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0796
 KH0796.The geoid height was determined by GEOID03.
 KH0796
 KH0796;                    North         East     Units Scale Factor Converg.
 KH0796;SPC KS N     -   121,757.191   149,559.947   MT  0.99995996   -1 50 23.4
 KH0796;UTM  14      - 4,362,225.918   335,710.687   MT  0.99993233   -1 12 39.9
 KH0796
 KH0796                          SUPERSEDED SURVEY CONTROL
 KH0796
 KH0796  NAD 83(1986)-  39 23 38.04476(N)    100 54 28.22719(W) AD(       ) 4
 KH0796  NAD 27      -  39 23 38.04000(N)    100 54 26.69000(W) AD(       ) 3
 KH0796
 KH0796.Superseded values are not recommended for survey control.
 KH0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0796.See file dsdata.txt to determine how the superseded data were derived.
 KH0796
 KH0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3571162226(NAD 83)
 KH0796_MARKER: 42 = RADIO/TV MAST
 KH0796
 KH0796  HISTORY     - Date     Condition        Report By
 KH0796  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0796
 KH0796                          STATION DESCRIPTION
 KH0796
 KH0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0796'THE STATION IS A STEEL PIPE SUPPORTED BY STEEL GUY-CABLES AND
 KH0796'HAS A 10 FOOT ANTENNA AT THE TOP.  IT HAS A RED LIGHT AT THE
 KH0796'TOP OF THE STEEL PIPE.  IT HAS AN OVERALL HEIGHT OF 100 FEET.
 KH0796'
 KH0796'THE POINT OBSERVED UPON WAS THE RED LIGHT AT THE TOP OF THE MAST.
 KH0796'
 KH0796'THE STATION IS LOCATED ABOUT 7.3 MILES EAST OF COLBY AND 2.1
 KH0796'MILES WEST OF THE JUNCTION OF U.S. HIGHWAYS 383, 83 AND 24.
 KH0796'IT IS 80 FEET SOUTH OF YARD FENCE, 20 FEET EAST OF THE CENTER
 KH0796'OF DRIVEWAY AND 3 FEET WEST OF AN OFFICE BUILDING.
 KH0796'
 KH0796'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 KH0796'U.S. HIGHWAY 24 AT THE TRAFFIC SIGNAL IN COLBY, GO EAST ON U.S.
 KH0796'HIGHWAY 24 FOR 7.3 MILES TO DRIVEWAY ON THE RIGHT TO THE
 KH0796'KANSAS-NEBRASKA NATURAL GAS CO. BOOSTER STATION, TURN RIGHT
 KH0796'INTO DRIVEWAY TO OFFICE AND STATION JUST WEST AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GH0874 ***********************************************************************
 GH0874  DESIGNATION -  KANSAS OK BDRY STONE 160 1902
 GH0874  PID         -  GH0874
 GH0874  STATE/COUNTY-  KS/HARPER
 GH0874  USGS QUAD   -  WAKITA (1968)
 GH0874
 GH0874                         *CURRENT SURVEY CONTROL
 GH0874  ___________________________________________________________________
 GH0874* NAD 83(1997)-  36 59 55.11779(N)    097 54 02.96092(W)     ADJUSTED  
 GH0874* NAVD 88     -       382.3    (meters)    1254.     (feet)  VERTCON   
 GH0874  ___________________________________________________________________
 GH0874  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 GH0874  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 GH0874
 GH0874  HORZ ORDER  -  THIRD
 GH0874
 GH0874.The horizontal coordinates were established by classical geodetic methods
 GH0874.and adjusted by the National Geodetic Survey in October 1998..
 GH0874
 GH0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 GH0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GH0874
 GH0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 GH0874
 GH0874.The geoid height was determined by GEOID03.
 GH0874
 GH0874;                    North         East     Units Scale Factor Converg.
 GH0874;SPC KS S     -   437,016.627   453,337.759   MT  1.00006348   +0 22 05.6
 GH0874;SPC OK N     -   221,772.092   608,828.559   MT  1.00005056   +0 03 30.7
 GH0874;SPC OK N     -   727,597.27  1,997,465.03   sFT  1.00005056   +0 03 30.7
 GH0874;UTM  14      - 4,095,286.540   597,803.900   MT  0.99971784   +0 39 41.5
 GH0874
 GH0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GH0874!SPC KS S     -   0.99994443  x   1.00006348  =   1.00000791
 GH0874!SPC OK N     -   0.99994443  x   1.00005056  =   0.99999499
 GH0874!UTM  14      -   0.99994443  x   0.99971784  =   0.99966229
 GH0874
 GH0874:                Primary Azimuth Mark                     Grid Az
 GH0874:SPC KS S     -  RED BARN NEAR SEC 13 S GABLE             001 14 06.8
 GH0874:SPC OK N     -  RED BARN NEAR SEC 13 S GABLE             001 32 41.7
 GH0874:UTM  14      -  RED BARN NEAR SEC 13 S GABLE             000 56 30.9
 GH0874
 GH0874|---------------------------------------------------------------------|
 GH0874| PID    Reference Object                     Distance      Geod. Az  |
 GH0874|                                                           dddmmss.s |
 GH0874| HF1405 RED BARN NEAR SEC 13 S GABLE        APPROX. 2.0 KM 0013612.4 |
 GH0874| GH0878 T29N R7W SEC 13 NW CORNER 1902      APPROX. 1.1 KM 2695220.4 |
 GH0874|---------------------------------------------------------------------|
 GH0874
 GH0874                          SUPERSEDED SURVEY CONTROL
 GH0874
 GH0874  NAD 83(1997)-  36 59 55.11997(N)    097 54 02.96285(W) AD(       ) 3
 GH0874  NAD 83(1986)-  36 59 55.12460(N)    097 54 02.95365(W) AD(       ) 3
 GH0874  NAD 27      -  36 59 55.03000(N)    097 54 01.74900(W) AD(       ) 3
 GH0874  NGVD 29 (07/19/86)  382.2    (m)         1254.     (f) VERT ANG       
 GH0874
 GH0874.Superseded values are not recommended for survey control.
 GH0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GH0874.See file dsdata.txt to determine how the superseded data were derived.
 GH0874
 GH0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9780495287(NAD 83)
 GH0874_MARKER: V = STONE MONUMENT
 GH0874_SETTING: 0 = UNSPECIFIED SETTING
 GH0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GH0874
 GH0874  HISTORY     - Date     Condition        Report By
 GH0874  HISTORY     - 1902     MONUMENTED       CGS
 GH0874  HISTORY     - 1934     MARK NOT FOUND   CGS
 GH0874  HISTORY     - 1934     GOOD             CGS
 GH0874
 GH0874                          STATION DESCRIPTION
 GH0874
 GH0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1902 (WB)
 GH0874'IN THE FENCE LINE ON THE SOUTH SIDE OF THE BOUNDARY ROAD,
 GH0874'ON THE NORTHERN LINE OF SCHOOL SEC. 13, T. 29 N., R. 7 W., AND
 GH0874'1,077.1 METERS (3,534 FEET) EAST OF THE NORTHWEST CORNER OF
 GH0874'SAID SECTION.  THE STONE WAS FOUND LOOSE AND REVERSED BUT
 GH0874'WAS PLACED IN POSITION.  IT IS OF WHITE SANDSTONE, 12 BY 5
 GH0874'INCHES BY 20 INCHES DEEP, PROJECTING ABOUT 9 INCHES, AND IS
 GH0874'MARKED ON TOP 160, ON NORTH SIDE K, AND ON SOUTH SIDE I.T.
 GH0874
 GH0874                          STATION RECOVERY (1934)
 GH0874
 GH0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CLG)
 GH0874'POINT NOT RECOVERED AT THIS DATE.  CLEM LIVINGOOD, WHO LIVES
 GH0874'5 MILES EAST AND 1/2 MILE NORTH OF MANCHESTER, OKLA., WHO WAS
 GH0874'WITH PARTY ON STATE LINE SURVEY, STATED THAT SO FAR AS HE KNEW
 GH0874'ALL LINE STONES IN THAT LOCALITY WERE COVERED WHEN THE STATE
 GH0874'LINE ROAD WAS GRADED.  THE PARTY FOLLOWED THE ROAD 8 MILES
 GH0874'AND RETURNED WITHOUT FINDING A LINE STONE.  HOWEVER, THEY
 GH0874'ARE POSSIBLY IN POSITION.
 GH0874
 GH0874                          STATION RECOVERY (1934)
 GH0874
 GH0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 GH0874'STATION RECOVERED AS DESCRIBED.  IT IS ABOUT 3/4 MILE EAST OF
 GH0874'THE NORTHWEST CORNER OF SEC. 13, T. 29 N., R. 7 W., (OKLAHOMA).
 GH0874'SOUTH ROAD FENCE IS 24.6 FEET SOUTH, AND THE NORTH ROAD FENCE
 GH0874'IS 29-1/2 FEET NORTH OF THE STONE.  A CEDAR POST MARKED
 GH0874'WITH 3 NOTCHES IS SOUTHWEST, 63-1/2 FEET.  A MULBERRY POST
 GH0874'MARKED WITH THREE NOTCHES IS SOUTHEAST, 35.9 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0774 ***********************************************************************
 HH0774  DESIGNATION -  KANSAS PWR AND LT CO RAD TOWER
 HH0774  PID         -  HH0774
 HH0774  STATE/COUNTY-  KS/GRANT
 HH0774  USGS QUAD   -  WAGON BED SPRING (1974)
 HH0774
 HH0774                         *CURRENT SURVEY CONTROL
 HH0774  ___________________________________________________________________
 HH0774* NAD 83(1997)-  37 27 29.68920(N)    101 21 32.35643(W)     ADJUSTED  
 HH0774* NAVD 88     -                                                        
 HH0774  ___________________________________________________________________
 HH0774  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 HH0774  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 HH0774
 HH0774  HORZ ORDER  -  THIRD
 HH0774
 HH0774.The horizontal coordinates were established by classical geodetic methods
 HH0774.and adjusted by the National Geodetic Survey in October 1998..
 HH0774
 HH0774
 HH0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0774
 HH0774.The geoid height was determined by GEOID03.
 HH0774
 HH0774;                    North         East     Units Scale Factor Converg.
 HH0774;SPC KS S     -   491,731.208   147,099.795   MT  0.99996786   -1 45 24.9
 HH0774;UTM  14      - 4,148,322.236   291,357.354   MT  1.00013624   -1 26 06.8
 HH0774
 HH0774                          SUPERSEDED SURVEY CONTROL
 HH0774
 HH0774  NAD 83(1997)-  37 27 29.69401(N)    101 21 32.35271(W) AD(       ) 4
 HH0774  NAD 83(1986)-  37 27 29.69758(N)    101 21 32.35087(W) AD(       ) 4
 HH0774  NAD 27      -  37 27 29.60428(N)    101 21 30.73907(W) AD(       ) 3
 HH0774
 HH0774.Superseded values are not recommended for survey control.
 HH0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0774.See file dsdata.txt to determine how the superseded data were derived.
 HH0774
 HH0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG9135748322(NAD 83)
 HH0774_MARKER: 43 = RADIO/TV TOWER
 HH0774
 HH0774  HISTORY     - Date     Condition        Report By
 HH0774  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0774
 HH0774                          STATION DESCRIPTION
 HH0774
 HH0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0774'THE STATION IS THE TOP-CENTER OF THE 169-FOOT HIGH, GRAY
 HH0774'COLORED RADIO TOWER ON THE KANSAS POWER AND LIGHT CO. GROUNDS
 HH0774'WHICH ARE 8 MILES SOUTH OF ULYSSES.  THE TOWER IS 0.2 MILE
 HH0774'EAST OF U.S. HIGHWAY 270.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0871 ***********************************************************************
 JG0871  DESIGNATION -  KANSAS STATE HOSPITAL WATER TANK
 JG0871  PID         -  JG0871
 JG0871  STATE/COUNTY-  KS/PAWNEE
 JG0871  USGS QUAD   -  FORT LARNED (1970)
 JG0871
 JG0871                         *CURRENT SURVEY CONTROL
 JG0871  ___________________________________________________________________
 JG0871* NAD 83(1997)-  38 10 15.72747(N)    099 09 20.80994(W)     ADJUSTED  
 JG0871* NAVD 88     -                                                        
 JG0871  ___________________________________________________________________
 JG0871  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 JG0871  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0871
 JG0871  HORZ ORDER  -  THIRD
 JG0871
 JG0871.The horizontal coordinates were established by classical geodetic methods
 JG0871.and adjusted by the National Geodetic Survey in October 1998..
 JG0871
 JG0871
 JG0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0871
 JG0871.The geoid height was determined by GEOID03.
 JG0871
 JG0871;                    North         East     Units Scale Factor Converg.
 JG0871;SPC KS S     -   567,165.566   342,538.809   MT  0.99994567   -0 24 10.8
 JG0871;UTM  14      - 4,224,803.495   486,354.707   MT  0.99960229   -0 05 46.6
 JG0871
 JG0871                          SUPERSEDED SURVEY CONTROL
 JG0871
 JG0871  NAD 83(1997)-  38 10 15.73513(N)    099 09 20.80880(W) AD(       ) 4
 JG0871  NAD 83(1986)-  38 10 15.73477(N)    099 09 20.80845(W) AD(       ) 4
 JG0871  NAD 27      -  38 10 15.68500(N)    099 09 19.43900(W) AD(       ) 3
 JG0871
 JG0871.Superseded values are not recommended for survey control.
 JG0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0871.See file dsdata.txt to determine how the superseded data were derived.
 JG0871
 JG0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH8635524803(NAD 83)
 JG0871_MARKER: 53 = ELEVATED TANK
 JG0871
 JG0871  HISTORY     - Date     Condition        Report By
 JG0871  HISTORY     - 1934     FIRST OBSERVED   CGS
 JG0871  HISTORY     - 1940     GOOD             CGS
 JG0871  HISTORY     - 1953     GOOD             CGS
 JG0871
 JG0871                          STATION DESCRIPTION
 JG0871
 JG0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0871'POINT OBSERVED IS THE FINIAL OF THE BLACK WATER TANK LOCATED
 JG0871'ABOUT 4 MILES WEST OF LARNED AT THE KANSAS STATE HOSPITAL.
 JG0871'IT IS ABOUT 125 FEET HIGH.
 JG0871'
 JG0871'STATION WAS OBSERVED FROM TRIANGULATION STATIONS LARNED,
 JG0871'JOHNSON, ERICKSON, KELLER AND CARL.
 JG0871
 JG0871                          STATION RECOVERY (1940)
 JG0871
 JG0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 JG0871'FINIAL, BLACK WATER TANK LOCATED AT KANSAS STATE HOSPITAL.
 JG0871'HEIGHT ABOUT 125 FEET.
 JG0871
 JG0871                          STATION RECOVERY (1953)
 JG0871
 JG0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0871'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0962 ***********************************************************************
 JG0962  DESIGNATION -  KANSAS STATE HOSPITAL TANK
 JG0962  PID         -  JG0962
 JG0962  STATE/COUNTY-  KS/PAWNEE
 JG0962  USGS QUAD   -  FORT LARNED (1970)
 JG0962
 JG0962                         *CURRENT SURVEY CONTROL
 JG0962  ___________________________________________________________________
 JG0962* NAD 83(1997)-  38 10 29.79051(N)    099 09 34.95244(W)     ADJUSTED  
 JG0962* NAVD 88     -                                                        
 JG0962  ___________________________________________________________________
 JG0962  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JG0962  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 JG0962
 JG0962  HORZ ORDER  -  THIRD
 JG0962
 JG0962.The horizontal coordinates were established by classical geodetic methods
 JG0962.and adjusted by the National Geodetic Survey in October 1998..
 JG0962
 JG0962
 JG0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0962
 JG0962.The geoid height was determined by GEOID03.
 JG0962
 JG0962;                    North         East     Units Scale Factor Converg.
 JG0962;SPC KS S     -   567,601.570   342,197.660   MT  0.99994597   -0 24 19.5
 JG0962;UTM  14      - 4,225,237.517   486,011.347   MT  0.99960241   -0 05 55.4
 JG0962
 JG0962                          SUPERSEDED SURVEY CONTROL
 JG0962
 JG0962  NAD 83(1997)-  38 10 29.79801(N)    099 09 34.95143(W) AD(       ) 4
 JG0962  NAD 83(1986)-  38 10 29.79712(N)    099 09 34.95109(W) AD(       ) 4
 JG0962
 JG0962.Superseded values are not recommended for survey control.
 JG0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0962.See file dsdata.txt to determine how the superseded data were derived.
 JG0962
 JG0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH8601125238(NAD 83)
 JG0962_MARKER: 53 = ELEVATED TANK
 JG0962
 JG0962  HISTORY     - Date     Condition        Report By
 JG0962  HISTORY     - 1987     FIRST OBSERVED   NOS
 JG0962
 JG0962                          STATION DESCRIPTION
 JG0962
 JG0962'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 JG0962'STATION IS LOCATED ABOUT 4 MI W OF LARNED ON JENKINS HILL AT THE
 JG0962'KANSAS STATE HOSPITAL.
 JG0962'
 JG0962'THE POINT OBSERVED IS THE FINIAL OF SILVER WATER TANK SUPPORTED BY
 JG0962'SIX LEGS.
 JG0962'
 JG0962'DESCRIBED BY JWB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1067 ***********************************************************************
 KF1067  DESIGNATION -  KANSAS STATE RESET
 KF1067  PID         -  KF1067
 KF1067  STATE/COUNTY-  KS/RILEY
 KF1067  USGS QUAD   -  MANHATTAN (1991)
 KF1067
 KF1067                         *CURRENT SURVEY CONTROL
 KF1067  ___________________________________________________________________
 KF1067* NAD 83(1997)-  39 13 28.64406(N)    096 37 10.86022(W)     ADJUSTED  
 KF1067* NAVD 88     -       412.     (meters)    1352.     (feet)  VERTCON   
 KF1067  ___________________________________________________________________
 KF1067  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 KF1067  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 KF1067
 KF1067  HORZ ORDER  -  SECOND
 KF1067
 KF1067.The horizontal coordinates were established by classical geodetic methods
 KF1067.and adjusted by the National Geodetic Survey in October 1998..
 KF1067
 KF1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1067
 KF1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1067
 KF1067.The geoid height was determined by GEOID03.
 KF1067
 KF1067;                    North         East     Units Scale Factor Converg.
 KF1067;SPC KS N     -    99,851.647   519,183.131   MT  0.99995695   +0 52 24.0
 KF1067;UTM  14      - 4,344,403.639   705,474.464   MT  1.00011987   +1 30 20.7
 KF1067
 KF1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1067!SPC KS N     -   0.99994003  x   0.99995695  =   0.99989698
 KF1067!UTM  14      -   0.99994003  x   1.00011987  =   1.00005989
 KF1067
 KF1067|---------------------------------------------------------------------|
 KF1067| PID    Reference Object                     Distance      Geod. Az  |
 KF1067|                                                           dddmmss.s |
 KF1067| CL7218 KANSAS STATE RM 3                     6.484 METERS 02115     |
 KF1067| CL7216 KANSAS STATE RM 1                     6.489 METERS 02208     |
 KF1067| KF1060 MANHATTAN ROCKY FORD POWER STK      APPROX. 3.3 KM 0604349.3 |
 KF1067| KF1062 MANHATTAN SW BELL MICRO TOWER       APPROX. 4.8 KM 1261536.0 |
 KF1067| KF1063 MANHATTAN MUN WATER TOWER           APPROX. 6.0 KM 1263121.0 |
 KF1067| KF1057 MANHATTAN KANS AGRI COLL STACK      APPROX. 4.9 KM 1400133.4 |
 KF1067| KF1071 MANHATTAN ST UNIV N RADIO MAST      APPROX. 5.3 KM 1413644.4 |
 KF1067| CL7214 KANSAS STATE AZ MK 2                               1484810.0 |
 KF1067| CL7213 KANSAS STATE AZ MK TILTED                          1484808.9 |
 KF1067| KF1073 MANHATTAN MUNICIPAL STANDPIPE       APPROX. 5.5 KM 1504521.8 |
 KF1067| CL7217 KANSAS STATE RM 2                     8.763 METERS 15538     |
 KF1067| KF1059 MANHATTAN MUNICIPAL TANK            APPROX. 5.6 KM 1574058.4 |
 KF1067| CL7215 KANSAS STATE AZ MK                                 1643644.8 |
 KF1067| CL7219 KANSAS STATE RM 4                     5.743 METERS 29026     |
 KF1067|---------------------------------------------------------------------|
 KF1067
 KF1067                          SUPERSEDED SURVEY CONTROL
 KF1067
 KF1067  NAD 83(1986)-  39 13 28.65032(N)    096 37 10.85753(W) AD(       ) 2
 KF1067  NAD 27      -  39 13 28.67240(N)    096 37 09.83410(W) AD(       ) 2
 KF1067  NGVD 29 (07/19/86)  412.     (m)         1352.     (f) VERT ANG       
 KF1067
 KF1067.Superseded values are not recommended for survey control.
 KF1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1067.See file dsdata.txt to determine how the superseded data were derived.
 KF1067
 KF1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0547444404(NAD 83)
 KF1067_MARKER: Z = SEE DESCRIPTION
 KF1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1067
 KF1067  HISTORY     - Date     Condition        Report By
 KF1067  HISTORY     - 1947     MONUMENTED       CGS
 KF1067  HISTORY     - 1964     MARK NOT FOUND   CGS
 KF1067  HISTORY     - 1967     MARK NOT FOUND   CGS
 KF1067  HISTORY     - 1967     GOOD             CGS
 KF1067  HISTORY     - 1968     GOOD             CGS
 KF1067  HISTORY     - 1970     GOOD             NGS
 KF1067
 KF1067                          STATION DESCRIPTION
 KF1067
 KF1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1067'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF MANHATTAN
 KF1067'ON THE SOUTH NECK OF A RIDGE OVERLOOKING THE KANSAS STATE COLLEGE
 KF1067'AND THE BLUE RIVER.  THE MARK IS SET IN BED ROCK ON THE SOUTHEAST
 KF1067'AND CENTER PART OF THE RIDGE.  IT IS STAMPED KANSAS STATE
 KF1067'1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KF1067'
 KF1067'REFERENCE MARK NO. 1 IS ON THE NORTH EDGE OF THE RIDGE AND ABOUT
 KF1067'THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED KANSAS
 KF1067'STATE NO 1 1947 AND PROJECTS 10 INCHES.
 KF1067'
 KF1067'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST TIP OF THE RIDGE AND
 KF1067'ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED
 KF1067'KANSAS STATE NO 2 1947 AND PROJECTS 4 INCHES.
 KF1067'
 KF1067'AZIMUTH MARK IS 29 FEET NORTH OF A CURVE IN A GRAVELED ROAD,
 KF1067'1 FOOT NORTHEAST OF A FENCE LINE AND 7 FEET NORTHWEST OF A
 KF1067'4-INCH SQUARE WOODEN WITNESS POST, PAINTED WHITE, AND
 KF1067'PROJECTING 3 FEET.  IT IS STAMPED KANSAS STATE 1947 AND
 KF1067'PROJECTS 10 INCHES.
 KF1067'
 KF1067'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND U.S. 24
 KF1067'IN MANHATTAN, GO NORTH ON U.S. 24 FOR 0.9 MILE PAST THE COLLEGE
 KF1067'POWER PLANT STACK AND TURN LEFT, WEST, FOR 0.1 MILE, TURN
 KF1067'RIGHT, NORTH, PAST COW BARNS FOR 0.8 MILE, TURN LEFT, WEST,
 KF1067'FOR 0.7 MILE, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD
 KF1067'FOR 0.4 MILE, TURN RIGHT, NORTH, FOR 1.75 MILES TO A NORTHWEST
 KF1067'CURVE IN THE ROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 KF1067'FOR 0.15 MILE TO A WIRE GATE, TURN RIGHT THROUGH GATE AND
 KF1067'GO 0.25 MILE TO A Y-FORK, TAKE RIGHT FORK UP HILL FOR 0.1
 KF1067'MILE TO THE NECK OF THE RIDGE AND THE STATION AS DESCRIBED.
 KF1067'
 KF1067'A 74 FOOT SIGNAL AT HEREFORD IS V.G.
 KF1067'
 KF1067'A 47 FOOT SIGNAL AT ROESENER IS V.G.
 KF1067'
 KF1067'A 4 FOOT SIGNAL AT MANHATTAN IS V.G.
 KF1067'
 KF1067'A 4 FOOT SIGNAL AT SCHULTZ IS V.G.
 KF1067'
 KF1067'A 74 FOOT SIGNAL AT ERRICSSEN 1889 IS V.G.
 KF1067
 KF1067                          STATION RECOVERY (1964)
 KF1067
 KF1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KF1067'THE FORMER SITE OF THIS STATION WAS REACHED AS DESCRIBED
 KF1067'IN 1947, BUT THE STATION MARK AND BOTH REFERENCE MARKS HAVE
 KF1067'BEEN DESTROYED.  THIS RIDGE OR LOOKOUT POINT IS VISITED BY
 KF1067'KANSAS STATE UNIVERSITY STUDENTS FREQUENTLY AND IF ANOTHER
 KF1067'STATION IS LOCATED AT THIS SITE, IT SHOULD BE SET IN CONCRETE
 KF1067'AND HAVE AN UNDERGROUND STATION MARK.  THE TWO CONCRETE
 KF1067'POSTS FOR THE REFERENCE MARKS REMAIN, BUT THE TOPS HAVE KNOCKED
 KF1067'OFF AND THE DISKS ARE GONE.  THE AZIMUTH MARK IS IN ITS
 KF1067'ORIGINAL POSITION, BUT IT HAS BEEN HIT BY MACHINERY AND IS
 KF1067'LEANING.
 KF1067
 KF1067                          STATION RECOVERY (1967)
 KF1067
 KF1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KF1067'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 KF1067'WERE FOUND DESTROYED.  THE AZIMUTH MARK WAS RECOVERED BUT
 KF1067'FOUND TILTED.  THE OLD DRILL HOLE THE STATION MARK WAS SET
 KF1067'WAS RECOVERED BUT DISK WAS GONE.
 KF1067'
 KF1067'THE CENTER OF THE OLD DRILL HOLE THE STATION DISK WAS SET
 KF1067'IN WAS HELD AND A NEW SURFACE MARK AND UNDERGROUND MARK WERE
 KF1067'SET.  REFERENCE MARK NO. 3, REFERENCE MARK NO. 4 AND AN
 KF1067'AZIMUTH MARK WERE ALSO SET.
 KF1067'
 KF1067'FOLLOWING IS A COMPLETE DESCRIPTION.
 KF1067'
 KF1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24
 KF1067'AND STATE HIGHWAYS 13 AND 177 AT THE EAST EDGE OF MANHATTAN, GO
 KF1067'NORTH TOWARD TUTTLE CREEK ON THE ABOVE HIGHWAYS FOR 2.9 MILES
 KF1067'TO THE JUNCTION OF RILEY COUNTY 406 (MARLATT AVENUE).  TURN
 KF1067'LEFT AND GO WEST ON MARLATT AVENUE FOR 1.55 MILES TO A
 KF1067'T-ROAD SOUTH (MARLATT AND BROWNING AVENUE).  CONTINUE WEST
 KF1067'ON MAIN TRAVELED ROAD FOR 0.6 MILE TO ROAD FORKS AT TOP OF
 KF1067'HILL AND END OF BLACK-TOP ROAD (TAKE RIGHT FORK AND GO
 KF1067'NORTH-NORTHEAST ACROSS PASTURE FOR 0.15 MILE TO A NORTH-SOUTH
 KF1067'FENCE AND THE AZIMUTH MARK).  TAKE THE RIGHT FORK AND GO
 KF1067'NORTH ON A NEW ROAD FOR 0.25 MILE TO A ROAD FORK NORTH OF
 KF1067'ROCK ROAD.  CONTINUE NORTHERLY FOR 0.25 MILE TO A ROAD FORK
 KF1067'JUST BEFORE REACHING A WIRE GATE.  TAKE RIGHT FORK AND GO
 KF1067'UP HILL FOR 0.15 MILE TO TOP OF RIDGE AND STATION.
 KF1067'
 KF1067'STATION MARKS ARE STANDARD DISKS STAMPED KANSAS STATE 1947
 KF1067'1967.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 KF1067'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 KF1067'ABOUT 40 FEET NORTH OF THE SOUTH SIDE OF ROCK LEDGE.  THE
 KF1067'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 KF1067'ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 KF1067'
 KF1067'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KANSAS STATE 1947
 KF1067'NO. 3 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KF1067'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ON THE EAST
 KF1067'SLOPE OF HILL.
 KF1067'
 KF1067'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED KANSAS STATE 1947
 KF1067'NO. 4 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KF1067'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ON THE WEST
 KF1067'SLOPE OF THE HILL.
 KF1067'
 KF1067'AZIMUTH MARK, A STANDARD DISK STAMPED KANSAS STATE 1947 AZ. 2
 KF1067'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KF1067'6 INCHES.  IT IS 39 FEET NORTH OF THE NORTH GATE POST, 2 FEET
 KF1067'WEST OF A FENCE, AND 2 FEET SOUTHWEST OF A METAL WITNESS
 KF1067'POST.
 KF1067'
 KF1067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 KF1067'5 MILES NORTHWEST OF MANHATTAN
 KF1067
 KF1067                          STATION RECOVERY (1967)
 KF1067
 KF1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CEO)
 KF1067'STATION MARK, RM 3, RM 4, AND THE AZIMUTH MARK WERE RECOVERED IN
 KF1067'1967 AND FOUND IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE
 KF1067'FOR RECOVERY.  AIRLINE DISTANCE AND DIRECTION FROM NEAREST
 KF1067'TOWN- ABOUT FIVE MILES NORTHWEST OF MANHATTAN.
 KF1067
 KF1067                          STATION RECOVERY (1968)
 KF1067
 KF1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KF1067'THE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO.
 KF1067'4 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 KF1067'CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD
 KF1067'CONDITION BUT THE MARK WAS IN THE WAY OF CONSTRUCTION FOR A
 KF1067'ASPHALT PLANT WHICH IS BEING CONSTRUCTED AT THE SITE OF THE MARK.
 KF1067'
 KF1067'A NEW AZIMUTH MARK WAS SET.
 KF1067'
 KF1067'FOLLOWING IS A DESCRIPTION FOR THE AZIMUTH MARK.
 KF1067'
 KF1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24
 KF1067'AND STATE HIGHWAYS 13 AND 177 AT THE EAST EDGE OF MANHATTAN,
 KF1067'GO NORTH TOWARD TUTTLE CREEK ON THE ABOVE HIGHWAYS FOR 2.9 MILES
 KF1067'TO THE JUNCTION OF RILEY COUNTY 406 (MARLATT AVENUE).  TURN
 KF1067'LEFT AND GO WEST ON MARLATT AVENUE FOR 1.55 MILES TO A T-ROAD
 KF1067'SOUTH (BROWNING AVENUE).  CONTINUE WEST ON THE MAIN TRAVELED
 KF1067'ROAD FOR 0.6 MILE TO A CROSSROAD AT THE TOP OF HILL.  (TURN
 KF1067'LEFT AND GO SOUTH ON A NEW SURFACED ROAD FOR 0.1 MILE TO THE
 KF1067'AZIMUTH MARK ON THE RIGHT ON THE TOP OF A CUT BANK.)
 KF1067'CONTINUE NORTHERLY CROSSING THE NEW ROAD FOR 0.25 MILE TO A
 KF1067'ROAD FORK.  TAKE THE RIGHT FORK AND GO NORTHERLY ON A TRACK
 KF1067'ROAD FOR 0.25 MILE TO A ROAD FORK JUST BEFORE REACHING
 KF1067'A WIRE GATE.  TAKE THE RIGHT FORK AND GO SOUTH UP HILL
 KF1067'FOR 0.15 MILE TO THE TOP OF RIDGE AND THE STATION.
 KF1067'
 KF1067'AZIMUTH MARK, A STANDARD DISK STAMPED KANSAS STATE 1947 1968,
 KF1067'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KF1067'2 INCHES.  IT IS ABOUT 150 FEET WEST OF THE NEW ROAD, 24 FEET
 KF1067'WEST OF THE WEST EDGE OF THE ROAD CUT, 2 FEET EAST OF A BRACE
 KF1067'POST AND FENCE, AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 KF1067'
 KF1067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5
 KF1067'MILES NORTHWEST OF MANHATTAN.
 KF1067
 KF1067                          STATION RECOVERY (1970)
 KF1067
 KF1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (SJC)
 KF1067'THE STATION MARK, RM 3, AND RM 4, WERE RECOVERED AS DESCRIBED IN
 KF1067'1967.  A SEARCH WAS MADE FOR THE AZIMUTH MARK NO. 2 BUT IT WAS NOT
 KF1067'RECOVERED.  THERE HAS BEEN RECENT ROAD CONSTRUCTION IN THE AREA AND
 KF1067'THE MARK IS PRESUMED DESTROYED.
 KF1067'
 KF1067'BECAUSE OF RE-ALLIGNMENT OF ROADS, AND NEW CONSTRUCTION THE PREVIOUS
 KF1067'DIRECTIONS ARE UNCLEAR.  A NEW DESCRIPTION FOLLOWS--
 KF1067'
 KF1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 KF1067'HIGHWAYS 13 AND 177 AT THE EAST EDGE OF MANHATTAN.  GO NORTH TOWARD
 KF1067'TUTTLE CREEK ON THE ABOVE HIGHWAYS FOR 2.9 MILES TO THE JUNCTION OF
 KF1067'RILEY COUNTY 406 (MARLATT AVENUE).  TURN LEFT AND GO WEST ON
 KF1067'MARLATT AVENUE FOR 1.55 MILES TO A T INTERSECTION (MARLATT AND
 KF1067'BROWNING AVENUE).  CONTINUE WEST ON MAIN TRAVELED, PAVED ROAD
 KF1067'0.8 MILES TO THE CREST OF A HILL AND THE INTERSECTION WITH K 113.
 KF1067'TURN RIGHT (NORTH) ON K 113 AND GO 0.8 MILES TO AN INTERSECTION
 KF1067'WITH A GRAVEL PARK ROAD, TURN LEFT (WEST) ON GRAVEL ROAD AND
 KF1067'FOLLOW IT IN A SOUTHERLY DIRECTION TO THE CREST OF A RIDGE (0.3
 KF1067'MILES).  CONTINUE SOUTHERLY ON THE GRAVEL ROAD 0.2 MILES TO A
 KF1067'EAST-WEST FENCE LINE, THROUGH THE FENCE 0.1 MILES TO THE POINT
 KF1067'OF THE HILL AND THE STATION.
 KF1067'
 KF1067'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST
 KF1067'OF MANHATTAN.
 KF1067'
 KF1067'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1335 ***********************************************************************
 JF1335  DESIGNATION -  KANSAS TURNPIKE MICROWAVE MAST
 JF1335  PID         -  JF1335
 JF1335  STATE/COUNTY-  KS/LYON
 JF1335  USGS QUAD   -  ADMIRE (1971)
 JF1335
 JF1335                         *CURRENT SURVEY CONTROL
 JF1335  ___________________________________________________________________
 JF1335* NAD 83(1997)-  38 39 05.60847(N)    096 01 52.67755(W)     ADJUSTED  
 JF1335* NAVD 88     -                                                        
 JF1335  ___________________________________________________________________
 JF1335  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 JF1335  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 JF1335
 JF1335  HORZ ORDER  -  THIRD
 JF1335
 JF1335.The horizontal coordinates were established by classical geodetic methods
 JF1335.and adjusted by the National Geodetic Survey in October 1998..
 JF1335
 JF1335
 JF1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1335
 JF1335.The geoid height was determined by GEOID03.
 JF1335
 JF1335;                    North         East     Units Scale Factor Converg.
 JF1335;SPC KS S     -   623,147.209   614,878.315   MT  1.00001789   +1 31 01.5
 JF1335;UTM  14      - 4,282,293.132   758,346.704   MT  1.00042199   +1 51 18.8
 JF1335;UTM  15      - 4,282,471.484   236,204.629   MT  1.00045703   -1 53 39.8
 JF1335
 JF1335                          SUPERSEDED SURVEY CONTROL
 JF1335
 JF1335  NAD 83(1986)-  38 39 05.61483(N)    096 01 52.67690(W) AD(       ) 4
 JF1335  NAD 27      -  38 39 05.58024(N)    096 01 51.70733(W) AD(       ) 3
 JF1335
 JF1335.Superseded values are not recommended for survey control.
 JF1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1335.See file dsdata.txt to determine how the superseded data were derived.
 JF1335
 JF1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5834782293(NAD 83)
 JF1335_MARKER: 44 = MICROWAVE MAST
 JF1335
 JF1335  HISTORY     - Date     Condition        Report By
 JF1335  HISTORY     - 1957     FIRST OBSERVED   CGS
 JF1335
 JF1335                          STATION DESCRIPTION
 JF1335
 JF1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 JF1335'THE STATION IS LOCATED ABOUT 12 MILES WEST OF OSAGE CITY,
 JF1335'ABOUT 4 MILES EAST OF ADMIRE AND ON THE SOUTH SIDE OF U.S.
 JF1335'HIGHWAY 56.  THE STATION IS THE CENTER OF THE TOP OF THE
 JF1335'MICRO-WAVE MAST.  THE MAST IS OF UNIFORM CROSS-SECTION STEEL
 JF1335'CONSTRUCTION, IS SUPPORTED BY GUY WIRES AND PAINTED IN ALTERNATE
 JF1335'SECTIONS OF ORANGE AND WHITE.  IT HAS A LARGE ROUND REFLECTOR
 JF1335'NEAR THE TOP AND A RED LIGHT ON THE TOP.  IT IS 300 FEET
 JF1335'HIGH.  THE MAST IS OWNED BY THE KANSAS TURNPIKE AUTHORITY.
 JF1335'
 JF1335'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56
 JF1335'AND STATE HIGHWAY 99 ABOUT 1 MILE NORTHEAST OF ADMIRE, GO
 JF1335'EAST ON HIGHWAY 56 FOR 3.5 MILES TO THE MAST ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1383 ***********************************************************************
 JF1383  DESIGNATION -  KANSAS TURNPIKE WATER TANK
 JF1383  PID         -  JF1383
 JF1383  STATE/COUNTY-  KS/LYON
 JF1383  USGS QUAD   -  EMPORIA (1979)
 JF1383
 JF1383                         *CURRENT SURVEY CONTROL
 JF1383  ___________________________________________________________________
 JF1383* NAD 83(1997)-  38 28 10.01195(N)    096 11 10.39585(W)     ADJUSTED  
 JF1383* NAVD 88     -                                                        
 JF1383  ___________________________________________________________________
 JF1383  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 JF1383  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF1383
 JF1383  HORZ ORDER  -  THIRD
 JF1383
 JF1383.The horizontal coordinates were established by classical geodetic methods
 JF1383.and adjusted by the National Geodetic Survey in October 1998..
 JF1383
 JF1383
 JF1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1383
 JF1383.The geoid height was determined by GEOID03.
 JF1383
 JF1383;                    North         East     Units Scale Factor Converg.
 JF1383;SPC KS S     -   602,592.083   601,898.251   MT  0.99998222   +1 25 18.8
 JF1383;UTM  14      - 4,261,654.861   745,481.664   MT  1.00034218   +1 45 04.7
 JF1383
 JF1383                          SUPERSEDED SURVEY CONTROL
 JF1383
 JF1383  NAD 83(1986)-  38 28 10.01950(N)    096 11 10.39732(W) AD(       ) 4
 JF1383  NAD 27      -  38 28 09.97426(N)    096 11 09.41424(W) AD(       ) 3
 JF1383
 JF1383.Superseded values are not recommended for survey control.
 JF1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1383.See file dsdata.txt to determine how the superseded data were derived.
 JF1383
 JF1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4548261655(NAD 83)
 JF1383_MARKER: 51 = TANK
 JF1383
 JF1383  HISTORY     - Date     Condition        Report By
 JF1383  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1383  HISTORY     - 1974     GOOD             NGS
 JF1383  HISTORY     - 20041012 GOOD             GEOCAC
 JF1383
 JF1383                          STATION DESCRIPTION
 JF1383
 JF1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1383'THE STATION IS THE CENTER OF THE TOP OF THE KANSAS TURNPIKE
 JF1383'AUTHORITY WATER TANK, LOCATED BETWEEN THE NORTH-SOUTH BOUND LANES
 JF1383'OF THE TURNPIKE ABOUT 4 MILES NORTH OF EMPORIA.
 JF1383'
 JF1383'IT IS A HORTON WATERSPHERE DESIGNED TANK, SUPPORTED BY A SINGLE
 JF1383'TUBULAR STEEL COLUMN AND IS PAINTED ALUMINUM.  THE HEIGHT IS 120
 JF1383'FEET.
 JF1383
 JF1383                          STATION RECOVERY (1974)
 JF1383
 JF1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1383'EMPORIA, KANSAS TURNPIKE WATER TANK WAS RECOVERED AS DESCRIBED.
 JF1383'
 JF1383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 JF1383'EMPORIA.
 JF1383
 JF1383                          STATION RECOVERY (2004)
 JF1383
 JF1383'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 JF1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1579 ***********************************************************************
 JE1579  CBN         -  This is a Cooperative Base Network Control Station.
 JE1579  DESIGNATION -  KANWAKA
 JE1579  PID         -  JE1579
 JE1579  STATE/COUNTY-  KS/DOUGLAS
 JE1579  USGS QUAD   -  CLINTON (1983)
 JE1579
 JE1579                         *CURRENT SURVEY CONTROL
 JE1579  ___________________________________________________________________
 JE1579* NAD 83(1997)-  38 59 34.43819(N)    095 23 46.79525(W)     ADJUSTED  
 JE1579* NAVD 88     -       344.408  (meters)    1129.95   (feet)  ADJUSTED  
 JE1579  ___________________________________________________________________
 JE1579  X           -    -466,843.540 (meters)                     COMP
 JE1579  Y           -  -4,942,065.658 (meters)                     COMP
 JE1579  Z           -   3,991,901.197 (meters)                     COMP
 JE1579  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JE1579  ELLIP HEIGHT-         312.77  (meters)          (08/12/03) GPS OBS
 JE1579  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JE1579  DYNAMIC HT  -         344.179 (meters)    1129.19  (feet)  COMP
 JE1579  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 JE1579
 JE1579  HORZ ORDER  -  B
 JE1579  VERT ORDER  -  FIRST     CLASS II
 JE1579  ELLP ORDER  -  FOURTH    CLASS I
 JE1579
 JE1579.The horizontal coordinates were established by GPS observations
 JE1579.and adjusted by the National Geodetic Survey in December 1997..
 JE1579
 JE1579.The orthometric height was determined by differential leveling
 JE1579.and adjusted by the National Geodetic Survey in June 1991..
 JE1579
 JE1579.Photographs are available for this station.
 JE1579
 JE1579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE1579
 JE1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1579
 JE1579.The ellipsoidal height was determined by GPS observations
 JE1579.and is referenced to NAD 83.
 JE1579
 JE1579.The geoid height was determined by GEOID03.
 JE1579
 JE1579.The dynamic height is computed by dividing the NAVD 88
 JE1579.geopotential number by the normal gravity value computed on the
 JE1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1579.degrees latitude (g = 980.6199 gals.).
 JE1579
 JE1579.The modeled gravity was interpolated from observed gravity values.
 JE1579
 JE1579;                    North         East     Units Scale Factor Converg.
 JE1579;SPC KS N     -    76,461.355   625,530.397   MT  0.99996692   +1 38 50.6
 JE1579;SPC KS S     -   662,673.152   668,866.965   MT  1.00011217   +1 54 26.2
 JE1579;UTM  15      - 4,318,720.341   292,463.942   MT  1.00013039   -1 30 30.1
 JE1579
 JE1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1579!SPC KS N     -   0.99995093  x   0.99996692  =   0.99991785
 JE1579!SPC KS S     -   0.99995093  x   1.00011217  =   1.00006309
 JE1579!UTM  15      -   0.99995093  x   1.00013039  =   1.00008131
 JE1579
 JE1579|---------------------------------------------------------------------|
 JE1579| PID    Reference Object                     Distance      Geod. Az  |
 JE1579|                                                           dddmmss.s |
 JE1579| CL4640 KANWAKA RM OLD                       29.045 METERS 00102     |
 JE1579| JE1674 LAWRENCE MUNICIPAL TANK             APPROX.12.5 KM 1060255.8 |
 JE1579| JE1636 LAWRENCE UNIV OF KANS HEAT STK      APPROX.13.7 KM 1072514.4 |
 JE1579| CL4638 KANWAKA RM 1                         64.630 METERS 17838     |
 JE1579| CL4639 KANWAKA RM 2                         81.990 METERS 28513     |
 JE1579| JE1578 KANWAKA AZ MK                                      3020043.8 |
 JE1579|---------------------------------------------------------------------|
 JE1579
 JE1579                          SUPERSEDED SURVEY CONTROL
 JE1579
 JE1579  ELLIP H (12/22/97)  312.81   (m)                       GP(       ) 4 1
 JE1579  NAD 83(1986)-  38 59 34.44630(N)    095 23 46.79574(W) AD(       ) 1
 JE1579  NAD 27      -  38 59 34.44300(N)    095 23 45.89000(W) AD(       ) 1
 JE1579  NAVD 88 (12/22/97)  344.41   (m)         1130.0    (f) LEVELING    3  
 JE1579  NGVD 29 (07/19/86)  344.19   (m)         1129.2    (f) LEVELING    3  
 JE1579
 JE1579.Superseded values are not recommended for survey control.
 JE1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1579.See file dsdata.txt to determine how the superseded data were derived.
 JE1579
 JE1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD9246418720(NAD 83)
 JE1579_MARKER: DS = TRIANGULATION STATION DISK
 JE1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1579_SP_SET: CONCRETE POST
 JE1579_STAMPING: KANWAKA 1887
 JE1579_MARK LOGO: CGS   
 JE1579_PROJECTION: PROJECTING 5 CENTIMETERS
 JE1579_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1579+STABILITY: SURFACE MOTION
 JE1579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1579+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2005
 JE1579
 JE1579  HISTORY     - Date     Condition        Report By
 JE1579  HISTORY     - 1887     MONUMENTED       CGS
 JE1579  HISTORY     - 1934     GOOD             KSGS
 JE1579  HISTORY     - 1934     GOOD             CGS
 JE1579  HISTORY     - 1951     GOOD             CGS
 JE1579  HISTORY     - 1967     GOOD             CGS
 JE1579  HISTORY     - 1986     GOOD             NGS
 JE1579  HISTORY     - 19970516 GOOD             NGS
 JE1579  HISTORY     - 20010427 GOOD             MSAM
 JE1579  HISTORY     - 20030916 GOOD             CGS
 JE1579  HISTORY     - 20050824 GOOD             CAS
 JE1579
 JE1579                          STATION DESCRIPTION
 JE1579
 JE1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (CIA)
 JE1579'ABOUT 18 MILES SOUTHEAST OF TOPEKA, 10 MILES WEST OF LAWRENCE,
 JE1579'IN THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SEC.
 JE1579'22, T. 12 S., R. 18 E., ON LAND OWNED AND OCCUPIED BY M.A.
 JE1579'ANDERSON, 74 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 JE1579'AND 3 FEET EAST OF THE NORTH-AND-SOUTH FENCE.  THE MARK
 JE1579'IS A STANDARD DISK SET IN A MARBLE BLOCK.
 JE1579'
 JE1579'TO REACH FROM THE SOUTHWEST CORNER OF THE CAPITOL GROUNDS
 JE1579'IN TOPEKA, GO EAST ON U.S. HIGHWAY 40 FOR 17.8 MILES TO
 JE1579'THE TURN IN PAVEMENT AND THE STATION ON THE SOUTH SIDE.
 JE1579'
 JE1579'ONE OLD REFERENCE MARK WAS RECOVERED, A STANDARD BRONZE
 JE1579'DISK SET IN THE CONCRETE OF U.S. HIGHWAY 40, 0.7 FEET NORTH
 JE1579'OF THE SOUTH EDGE OF THE PAVEMENT, AND 29.045 METERS (95.29
 JE1579'FEET) NORTH OF THE STATION.
 JE1579'
 JE1579'THREE NEW MARKS WERE ESTABLISHED AS FOLLOWS- REFERENCE MARK
 JE1579'NO. 1, 1934, IS 64.630 METERS (212.04 FEET) SOUTH OF THE
 JE1579'STATION, IN THE NORTH-AND-SOUTH FENCE LINE, 148 FEET NORTH
 JE1579'OF THE FENCE CORNER.
 JE1579'
 JE1579'REFERENCE MARK NO. 2 IS 81.990 METERS (268.98 FEET) WEST
 JE1579'OF THE STATION, IN THE SOUTH RIGHT-OF-WAY FENCE OF U.S. HIGHWAY
 JE1579'40, AND 53 FEET WEST OF THE WEST GATE POST OF THE GATE TO
 JE1579'THE STATION.
 JE1579'
 JE1579'AZIMUTH MARK IS 0.8 MILE BY ROAD WEST-NORTHWEST OF THE STATION,
 JE1579'IN THE NORTH RIGHT-OF-WAY FENCE OF U.S. 40.
 JE1579
 JE1579                          STATION RECOVERY (1934)
 JE1579
 JE1579'RECOVERY NOTE BY KANSAS GEODETIC SURVEY 1934
 JE1579'RECOVERED AS DESCRIBED.
 JE1579
 JE1579                          STATION RECOVERY (1934)
 JE1579
 JE1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JE1579'RECOVERED AS ORIGINALLY DESCRIBED.  ADDITIONAL REFERENCES
 JE1579'ARE AS FOLLOWS- THE STATION IS AT THE TOP OF A HILL WEST
 JE1579'OF A ROCK CUT ON U.S. HIGHWAY 40, 176-3/4 FEET EAST OF A
 JE1579'CONCRETE PROJECTION ON A ROAD THAT CONTINUES WEST FROM U.S.
 JE1579'HIGHWAY 40, 103.7 FEET SOUTH OF THE CENTER OF THE CONCRETE
 JE1579'PROJECTION, AND 5-1/2 FEET EAST OF A NORTH-AND-SOUTH WIRE
 JE1579'FENCE.
 JE1579
 JE1579                          STATION RECOVERY (1951)
 JE1579
 JE1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLP)
 JE1579'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JE1579'GOOD CONDITION.  SOME ADDITIONAL REFERENCE MEASUREMENTS WERE
 JE1579'MADE.  A COMPLETE DESCRIPTION FOLLOWS.
 JE1579'
 JE1579'STATION IS LOCATED ABOUT 18 MILES EAST-SOUTHEAST OF TOPEKA,
 JE1579'10 MILES WEST OF LAWRENCE AND 3 MILES SOUTH OF LE COMPTON
 JE1579'IN THE NORTHEAST CORNER OF THE SW 1/4 OF SEC. 22, T 12 S.,
 JE1579'R 18 E., ON LAND OWNED AND OCCUPIED BY M.A. ANDERSON, 74
 JE1579'FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 5 FEET EAST
 JE1579'OF AN OLD NORTH-SOUTH FENCE.  THE MARK IS A MARBLE POST, 6
 JE1579'INCHES SQUARE AT THE TOP, FLUSH WITH THE SURFACE OF THE
 JE1579'GROUND, AND THE DISC IS STAMPED KANWAKA 1887 1934.
 JE1579'
 JE1579'OLD REFERENCE MARK WAS RECOVERED, A STANDARD BRONZE DISK
 JE1579'SET IN THE CONCRETE OF U.S. HIGHWAY 40, 8 INCHES NORTH OF
 JE1579'THE SOUTH EDGE OF PAVEMENT.  THERE IS NO STAMPING.
 JE1579'
 JE1579'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION.  THE MARK
 JE1579'PROJECTS 8 INCHES AND THE DISK IS STAMPED KANWAKA NO 1934.
 JE1579'
 JE1579'REFERENCE MARK NO. 2 IS WEST OF THE STATION ABOUT 120 FEET
 JE1579'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 40 AT A POINT WHERE
 JE1579'THE HIGHWAY TURNS FROM WEST TO NORTHWEST.  THE MARK PROJECTS
 JE1579'8 INCHES AND THE DISC IS STAMPED KANWAKA NO 2 1934.
 JE1579'
 JE1579'AZIMUTH MARK IS WEST NORTHWEST OF THE STATION, 45 YARDS
 JE1579'EAST OF A GATE, 30 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 JE1579'40 AND 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  THE
 JE1579'MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED KANWAKA 1934.
 JE1579'
 JE1579'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE DESCRIBED.
 JE1579'
 JE1579'TO REACH THE STATION FROM THE LE COMPTON SCHOOL, GO SOUTH
 JE1579'ON THE MAIN GRAVELLED ROAD FOR 3.0 MILES TO U.S. HIGHWAY
 JE1579'40.  TURN RIGHT AND GO WEST FOR 0.35 MILE TO THE TOP OF
 JE1579'GRADE AND THE STATION ON THE LEFT.  STATION MAY BE REACHED
 JE1579'FROM THE SOUTHWEST CORNER OF THE CAPITOL GROUNDS IN TOPEKA
 JE1579'BY GOING EAST ON U.S. HIGHWAY 40 FOR 17.8 MILES TO A TURN
 JE1579'IN THE PAVEMENT AND THE STATION ON THE RIGHT.
 JE1579'
 JE1579'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 JE1579'ON U.S. HIGHWAY 40 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE
 JE1579'RIGHT.
 JE1579'
 JE1579'NOTE- THE OLD REFERENCE MARK IS 29.045 METERS (95.29 FEET)
 JE1579'NORTH OF THE STATION.
 JE1579
 JE1579                          STATION RECOVERY (1967)
 JE1579
 JE1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JE1579'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JE1579'IT IS 74 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 8 FEET NORTHWEST
 JE1579'OF AN OLD HEDGE TREE, 6 INCHES WEST OF A METAL WITNESS POST,
 JE1579'AND THREE ROCKS ARE PLACED AROUND THE MARK.  THE MARK IS
 JE1579'A MARBLE POST, 6 INCHES SQUARE AT THE TOP, FLUSH WITH THE
 JE1579'SURFACE OF THE GROUND AND THE DISK IS STAMPED KANWAKA 1887.
 JE1579'
 JE1579'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION.  IT IS A STANDARD
 JE1579'DISK STAMPED KANWAKA NO. 1 1934, IS SET IN THE TOP OF A
 JE1579'ROUND CONCRETE POST WHICH PROJECTS 1 FOOT.
 JE1579'
 JE1579'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  IT IS A STANDARD
 JE1579'DISK STAMPED KANWAKA NO. 2 1934, IS SET IN THE TOP OF A
 JE1579'ROUND CONCRETE POST WHICH PROJECTS 1 FOOT.  IT IS 43 FEET
 JE1579'SOUTH OF THE RIGHT-OF-WAY FENCE AND 120 FEET SOUTHWEST OF
 JE1579'THE CENTER OF U.S. HIGHWAY 40 AT A POINT WHERE THE HIGHWAY
 JE1579'TURNS FROM WEST TO NORTHWEST.
 JE1579'
 JE1579'THE OLD REFERENCE MARK WAS NOT RECOVERED.  IT WAS ASSUMED
 JE1579'THE MARK IS STILL IN PLACE BUT COVERED WITH ASPHALT.
 JE1579'
 JE1579'AZIMUTH MARK, A STANDARD DISK STAMPED KANWAKA 1934, IS SET
 JE1579'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 JE1579'IT IS 45 YARDS EAST OF A GATE, 30 FEET NORTH OF THE CENTER
 JE1579'OF U.S. HIGHWAY 40, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE,
 JE1579'AND 1 FOOT EAST OF A METAL WITNESS POST.
 JE1579'
 JE1579'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 JE1579'40 AND 59 AT THE NORTHWEST SIDE OF LAWRENCE, GO WEST ON
 JE1579'U.S. HIGHWAY 40 FOR 8.1 MILE TO A SIDE ROAD ON THE RIGHT
 JE1579'LEADING TO LE COMPTON AND ALSO A ROAD SIDE PARK ON THE RIGHT.
 JE1579'CONTINUE WEST ON U.S. HIGHWAY 40 FOR 0.4 MILE TO TOP OF HILL AND
 JE1579'A WIRE GATE AND A LARGE BILL BOARD ON THE LEFT.  THE STATION
 JE1579'IS ABOUT 200 FEET EAST-SOUTHEAST OF THE WIRE GATE.
 JE1579'
 JE1579'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 JE1579'ON U.S. HIGHWAY 40 FOR 0.8 MILE TO THE MARK ON THE RIGHT.
 JE1579
 JE1579                          STATION RECOVERY (1986)
 JE1579
 JE1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE1579'13.6 KM (8.45 MI) WEST FROM LAWRENCE.
 JE1579'13.6 KM (8.45 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JE1579'WITH U.S. HIGHWAY 59 IN LAWRENCE, 31.6 M (103.7 FT) SOUTH OF THE
 JE1579'CENTERLINE OF THE HIGHWAY, AND 22.6 M (74.1 FT) SOUTH OF A FENCE.
 JE1579'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 JE1579'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 JE1579
 JE1579                          STATION RECOVERY (1997)
 JE1579
 JE1579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JE1579'THE STATION IS LOCATED ABOUT 28.97 KM (18.00 MI) EAST-SOUTHEAST OF
 JE1579'TOPEKA, 16.09 KM (10.00 MI) WEST OF LAWRENCE, 4.83 KM (3.00 MI) SOUTH
 JE1579'OF LECOMPTON, AND IN THE NORTHEAST CORNER OF THE SW 1/4 OF SEC 22, T
 JE1579'12 S, R 18 E.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE U.S.
 JE1579'POST OFFICE IN LECOMPTON, GO EAST ON THE PAVED STREET (WOODSON AVE)
 JE1579'FOR 0.32 KM (0.20 MI) TO A STOP SIGN AND THE JUNCTION OF COUNTY ROAD
 JE1579'1029.  TURN RIGHT AND GO SOUTH ON THE PAVED ROAD (COUNTY RD 1029) FOR
 JE1579'5.63 KM (3.50 MI) TO A STOP SIGN, A SMALL ROAD SIDE PARK ON THE LEFT,
 JE1579'AND THE JUNCTION OF U.S. HIGHWAY 40.  TURN RIGHT AND GO WEST, UPHILL
 JE1579'ON U.S. HIGHWAY 40 FOR 0.48 KM (0.30 MI) TO THE TOP OF GRADE, A SHARP
 JE1579'CURVE IN HIGHWAY, MILE MARKER 375, AND THE STATION ON THE LEFT, IN A
 JE1579'PASTURE.  THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 15 CM
 JE1579'SQUARE MARBLE POST FLUSH WITH GROUND.  LOCATED 68.6 M (225.1 FT)
 JE1579'WEST-SOUTHWEST FROM HIGHWAY MILE MARKER 375 SIGN POST, 64.6 M (211.9
 JE1579'FT) EAST-SOUTHEAST FROM THE CENTER OF A WIRE GATE AND PASTURE
 JE1579'ENTRANCE, 36.3 M (119.1 FT) SOUTH FROM THE CENTER OF THE HIGHWAY AND
 JE1579'22.7 M (74.5 FT) SOUTH FROM A FIBERGLASS WITNESS POST IN THE BARBED
 JE1579'WIRE FENCE LINE.
 JE1579
 JE1579                          STATION RECOVERY (2001)
 JE1579
 JE1579'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 JE1579'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 JE1579' 
 JE1579'RECOVERED AS DESCRIBED.
 JE1579' 
 JE1579'
 JE1579
 JE1579                          STATION RECOVERY (2003)
 JE1579
 JE1579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 2003 (CSM)
 JE1579'RECEOVERED AS DESCRIBED.
 JE1579' 
 JE1579' 
 JE1579' 
 JE1579'
 JE1579
 JE1579                          STATION RECOVERY (2005)
 JE1579
 JE1579'RECOVERY NOTE BY CONTINENTAL AERIAL SURVEY INCORPORATED 2005 (JDA)
 JE1579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1578 ***********************************************************************
 JE1578  DESIGNATION -  KANWAKA AZ MK
 JE1578  PID         -  JE1578
 JE1578  STATE/COUNTY-  KS/DOUGLAS
 JE1578  USGS QUAD   -  CLINTON (1983)
 JE1578
 JE1578                         *CURRENT SURVEY CONTROL
 JE1578  ___________________________________________________________________
 JE1578* NAD 83(1986)-  38 59 55.     (N)    095 24 30.     (W)     SCALED    
 JE1578* NAVD 88     -       343.685  (meters)    1127.57   (feet)  ADJUSTED  
 JE1578  ___________________________________________________________________
 JE1578  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 JE1578  DYNAMIC HT  -         343.458 (meters)    1126.83  (feet)  COMP
 JE1578  MODELED GRAV-     979,956.5   (mgal)                       NAVD 88
 JE1578
 JE1578  VERT ORDER  -  FIRST     CLASS II
 JE1578
 JE1578.The horizontal coordinates were scaled from a topographic map and have
 JE1578.an estimated accuracy of +/- 6 seconds.
 JE1578
 JE1578.The orthometric height was determined by differential leveling
 JE1578.and adjusted by the National Geodetic Survey in June 1991..
 JE1578
 JE1578.The geoid height was determined by GEOID03.
 JE1578
 JE1578.The dynamic height is computed by dividing the NAVD 88
 JE1578.geopotential number by the normal gravity value computed on the
 JE1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1578.degrees latitude (g = 980.6199 gals.).
 JE1578
 JE1578.The modeled gravity was interpolated from observed gravity values.
 JE1578
 JE1578;                    North         East    Units  Estimated Accuracy
 JE1578;SPC KS N     -    77,070.      624,470.      MT  (+/- 180 meters Scaled)
 JE1578
 JE1578                          SUPERSEDED SURVEY CONTROL
 JE1578
 JE1578.No superseded survey control is available for this station.
 JE1578
 JE1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD914193(NAD 83)
 JE1578_MARKER: DZ = AZIMUTH MARK DISK
 JE1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1578_SP_SET: CONCRETE POST
 JE1578_STAMPING: KANWAKA 1934
 JE1578_MARK LOGO: CGS   
 JE1578_PROJECTION: PROJECTING 10 CENTIMETERS
 JE1578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1578+STABILITY: SURFACE MOTION
 JE1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1578+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 JE1578
 JE1578  HISTORY     - Date     Condition        Report By
 JE1578  HISTORY     - 1934     MONUMENTED       CGS
 JE1578  HISTORY     - 1986     GOOD             NGS
 JE1578  HISTORY     - 20051126 GOOD             GEOCAC
 JE1578
 JE1578                          STATION DESCRIPTION
 JE1578
 JE1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1578'14.9 KM (9.25 MI) WEST FROM LAWRENCE.
 JE1578'14.9 KM (9.25 MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION
 JE1578'WITH U.S. HIGHWAY 59 IN LAWRENCE, 9.2 M (30.2 FT) NORTH OF THE
 JE1578'CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 JE1578'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JE1578'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 JE1578
 JE1578                          STATION RECOVERY (2005)
 JE1578
 JE1578'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0830 ***********************************************************************
 JG0830  DESIGNATION -  KATHERINESTADT CATHOLIC CHURCH
 JG0830  PID         -  JG0830
 JG0830  STATE/COUNTY-  KS/ELLIS
 JG0830  USGS QUAD   -  CATHARINE (1974)
 JG0830
 JG0830                         *CURRENT SURVEY CONTROL
 JG0830  ___________________________________________________________________
 JG0830* NAD 83(1997)-  38 55 38.20101(N)    099 13 00.40133(W)     ADJUSTED  
 JG0830* NAVD 88     -                                                        
 JG0830  ___________________________________________________________________
 JG0830  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 JG0830  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0830
 JG0830  HORZ ORDER  -  THIRD
 JG0830
 JG0830.The horizontal coordinates were established by classical geodetic methods
 JG0830.and adjusted by the National Geodetic Survey in October 1998..
 JG0830
 JG0830
 JG0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0830
 JG0830.The geoid height was determined by GEOID03.
 JG0830
 JG0830;                    North         East     Units Scale Factor Converg.
 JG0830;SPC KS N     -    66,643.011   294,493.129   MT  0.99997269   -0 46 11.5
 JG0830;UTM  14      - 4,308,728.937   481,209.591   MT  0.99960435   -0 08 10.4
 JG0830
 JG0830                          SUPERSEDED SURVEY CONTROL
 JG0830
 JG0830  NAD 83(1986)-  38 55 38.20824(N)    099 13 00.40117(W) AD(       ) 4
 JG0830  NAD 27      -  38 55 38.16800(N)    099 12 59.04400(W) AD(       ) 3
 JG0830
 JG0830.Superseded values are not recommended for survey control.
 JG0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0830.See file dsdata.txt to determine how the superseded data were derived.
 JG0830
 JG0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ8121008729(NAD 83)
 JG0830_MARKER: 90 = CHURCH SPIRE
 JG0830_SETTING: 0 = UNSPECIFIED SETTING
 JG0830
 JG0830  HISTORY     - Date     Condition        Report By
 JG0830  HISTORY     - 1892     FIRST OBSERVED   CGS
 JG0830  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JG0830
 JG0830                          STATION DESCRIPTION
 JG0830
 JG0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0830'GOOD.  THE STATION IS IN THE NORTH HALF OF SEC. 16, T. 13 S., R.
 JG0830'17 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0153 ***********************************************************************
 KF0153  CBN         -  This is a Cooperative Base Network Control Station.
 KF0153  DESIGNATION -  KAW
 KF0153  PID         -  KF0153
 KF0153  STATE/COUNTY-  KS/RILEY
 KF0153  USGS QUAD   -  WAMEGO SW (1978)
 KF0153
 KF0153                         *CURRENT SURVEY CONTROL
 KF0153  ___________________________________________________________________
 KF0153* NAD 83(1997)-  39 03 53.69384(N)    096 24 25.52347(W)     ADJUSTED  
 KF0153* NAVD 88     -       459.033  (meters)    1506.01   (feet)  ADJUSTED  
 KF0153  ___________________________________________________________________
 KF0153  X           -    -553,397.844 (meters)                     COMP
 KF0153  Y           -  -4,928,147.826 (meters)                     COMP
 KF0153  Z           -   3,998,185.329 (meters)                     COMP
 KF0153  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 KF0153  ELLIP HEIGHT-         428.90  (meters)          (07/29/04) GPS OBS
 KF0153  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 KF0153  DYNAMIC HT  -         458.724 (meters)    1505.00  (feet)  COMP
 KF0153  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 KF0153
 KF0153  HORZ ORDER  -  B
 KF0153  VERT ORDER  -  SECOND    CLASS 0
 KF0153  ELLP ORDER  -  FOURTH    CLASS II
 KF0153
 KF0153.The horizontal coordinates were established by GPS observations
 KF0153.and adjusted by the National Geodetic Survey in December 1997..
 KF0153
 KF0153.The orthometric height was determined by differential leveling
 KF0153.and adjusted by the National Geodetic Survey in June 1991..
 KF0153
 KF0153.Photographs are available for this station.
 KF0153
 KF0153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0153
 KF0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0153
 KF0153.The ellipsoidal height was determined by GPS observations
 KF0153.and is referenced to NAD 83.
 KF0153
 KF0153.The geoid height was determined by GEOID03.
 KF0153
 KF0153.The dynamic height is computed by dividing the NAVD 88
 KF0153.geopotential number by the normal gravity value computed on the
 KF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0153.degrees latitude (g = 980.6199 gals.).
 KF0153
 KF0153.The modeled gravity was interpolated from observed gravity values.
 KF0153
 KF0153;                    North         East     Units Scale Factor Converg.
 KF0153;SPC KS N     -    82,425.920   537,849.566   MT  0.99996208   +1 00 28.3
 KF0153;UTM  14      - 4,327,180.497   724,335.251   MT  1.00021972   +1 38 05.0
 KF0153
 KF0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0153!SPC KS N     -   0.99993271  x   0.99996208  =   0.99989479
 KF0153!UTM  14      -   0.99993271  x   1.00021972  =   1.00015242
 KF0153
 KF0153:                Primary Azimuth Mark                     Grid Az
 KF0153:SPC KS N     -  WAMEGO MUN TANK                          025 40 47.1
 KF0153:UTM  14      -  WAMEGO MUN TANK                          025 03 10.4
 KF0153
 KF0153|---------------------------------------------------------------------|
 KF0153| PID    Reference Object                     Distance      Geod. Az  |
 KF0153|                                                           dddmmss.s |
 KF0153| KF1032 WAMEGO MUN TANK                     APPROX.17.5 KM 0264115.4 |
 KF0153| KF0155 J 343                                              0865721.3 |
 KF0153| KF0154 KAW RM 1                             10.275 METERS 09043     |
 KF0153| KF1038 MANHATTAN M W PIPE MICROWAVE        APPROX. 8.3 KM 2411249.3 |
 KF0153| KF0152 KAW RM 2                             10.669 METERS 27015     |
 KF0153|---------------------------------------------------------------------|
 KF0153
 KF0153                          SUPERSEDED SURVEY CONTROL
 KF0153
 KF0153  ELLIP H (12/22/97)  428.88   (m)                       GP(       ) 4 1
 KF0153  NAD 83(1986)-  39 03 53.69855(N)    096 24 25.52058(W) AD(       ) 2
 KF0153  NAD 27      -  39 03 53.70738(N)    096 24 24.52512(W) AD(       ) 2
 KF0153  NAVD 88 (12/22/97)  459.03   (m)         1506.0    (f) LEVELING    3  
 KF0153  NGVD 29 (??/??/92)  458.894  (m)         1505.55   (f) ADJ UNCH    2 0
 KF0153
 KF0153.Superseded values are not recommended for survey control.
 KF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0153.See file dsdata.txt to determine how the superseded data were derived.
 KF0153
 KF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ2433527180(NAD 83)
 KF0153_MARKER: DE = TRAVERSE STATION DISK
 KF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0153_STAMPING: KAW 1970
 KF0153_MARK LOGO: CGS   
 KF0153_PROJECTION: FLUSH
 KF0153_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0153+STABILITY: SURFACE MOTION
 KF0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0153+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2001
 KF0153
 KF0153  HISTORY     - Date     Condition        Report By
 KF0153  HISTORY     - 1970     MONUMENTED       NGS
 KF0153  HISTORY     - 1970     GOOD             NGS
 KF0153  HISTORY     - 19970306 GOOD             NGS
 KF0153  HISTORY     - 20010427 GOOD             MSAM
 KF0153
 KF0153                          STATION DESCRIPTION
 KF0153
 KF0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0153'THE STATION IS LOCATED APPROXIMATELY 22 MILES EAST-NORTHEAST OF
 KF0153'JUNCTION CITY AND 12 MILES SOUTHEAST OF MANHATTAN, ON A SMALL HILL
 KF0153'ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70 AND IS IN
 KF0153'THE SOUTHWEST QUARTER OF SECTION 27, T11S, R9E.
 KF0153'
 KF0153'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY
 KF0153'70 AND STATE HIGHWAY 177, WHICH IS ABOUT 8 MILES SOUTH-SOUTHEAST
 KF0153'OF MANHATTAN, PROCEED EAST ALONG INTERSTATE 70 FOR 7.1 MILES TO
 KF0153'THE STATION ON THE RIGHT, CONTINUING EAST FOR AN ADDITIONAL 0.3
 KF0153'MILE TO BM J 343 (AZIMUTH MARK) ON THE RIGHT.
 KF0153'
 KF0153'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED KAW 1970.  THE
 KF0153'SURFACE DISK IS SET FLUSH WITH THE SURFACE OF THE TERRAIN IN A
 KF0153'12 INCH CYLINDRICAL CONCRETE MONUMENT.  IT IS 111 FEET SOUTH OF
 KF0153'THE CENTERLINE OF THE EASTBOUND LANES OF INTERSTATE 70, 4.1 FEET
 KF0153'NORTH OF A BARBED WIRE FENCE AND 4.0 FEET NORTH OF A METAL
 KF0153'WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 KF0153'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 KF0153'
 KF0153'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KAW NO 1 1970 AND
 KF0153'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KF0153'WHICH IS FLUSH WITH THE TERRAIN.  IT IS 111 FEET SOUTH OF THE
 KF0153'CENTERLINE OF THE EASTBOUND LANES OF INTERSTATE 70, 34.2 FEET
 KF0153'EAST OF A WITNESS POST AND 3.5 FEET NORTH OF A BARBED WIRE FENCE.
 KF0153'
 KF0153'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KAW NO 2 1970 AND
 KF0153'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KF0153'WHICH IS FLUSH WITH THE TERRAIN.  IT IS 111 FEET SOUTH OF THE
 KF0153'CENTERLINE OF THE EASTBOUND LANES OF INTERSTATE 70, 35.1 FEET
 KF0153'WEST OF A METAL WITNESS POST AND 4.4 FEET FROM A BARBED WIRE
 KF0153'FENCE.
 KF0153'
 KF0153'BM J 343 1970 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK
 KF0153'STAMPED J 343 1970.  IT IS CEMENTED IN A DRILL HOLE IN THE
 KF0153'SOUTHEAST CORNER OF A FARM ROAD OVERPASS.  IT IS 28 FEET SOUTH
 KF0153'OF THE CENTERLINE OF THE EASTBOUND LANES OF INTERSTATE 70 AND
 KF0153'9.5 FEET WEST-SOUTHWEST OF THE WEST END OF A METAL GUARD RAIL.
 KF0153'
 KF0153'HEIGHT OF LIGHT ABOVE STATION MARK 4.01 METERS.
 KF0153
 KF0153                          STATION RECOVERY (1970)
 KF0153
 KF0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0153'6.4 MI W FROM ALMA.
 KF0153'ABOUT 6.35 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0153'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ON THE TOP
 KF0153'OF A SHALE ROCK CUT THAT IS ABOUT 0.15 MILE LONG AND 4 FEET
 KF0153'HIGH, 111 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES
 KF0153'OF THE HIGHWAY, 4.2 FEET NORTH OF A FENCE, 4.1 FEET NORTH OF A
 KF0153'METAL WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KF0153'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT.
 KF0153'SECTION 27, T 11S, R 9E
 KF0153
 KF0153                          STATION RECOVERY (1997)
 KF0153
 KF0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KF0153'THE STATION IS LOCATED ABOUT 35.4 KM (22.00 MI) EAST-NORTHEAST OF
 KF0153'JUNCTION CITY, 19.3 KM (12.00 MI) SOUTHEAST OF MANHATTAN, ON A SMALL
 KF0153'HILL ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70, AND IN THE
 KF0153'SOUTHWEST QUARTER OF SECTION 27, T 11 S, R 9 E.  OWNERSHIP--KANSAS
 KF0153'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 KF0153'INTERCHANGE OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 177 (EXIT 313),
 KF0153'GO EAST ON INTERSTATE HIGHWAY 70 FOR 11.67 KM (7.25 MI) TO THE STATION
 KF0153'ON THE RIGHT, AT THE SOUTH RIGHT-OF-WAY FENCE.  NOTE, STATION IS 0.24
 KF0153'KM (0.15 MI) EAST FROM HIGHWAY MILE MARKER 321.  THE STATION IS A
 KF0153'STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND CONCRETE MONUMENT
 KF0153'FLUSH WITH GROUND.  LOCATED 33.8 M (110.9 FT) SOUTH FROM THE CENTER OF
 KF0153'THE EASTBOUND LANES OF THE HIGHWAY, 0.63 M (2.07 FT) NORTH-NORTHEAST
 KF0153'FROM A FIBERGLASS WITNESS POST IN THE EAST-WEST RIGHT-OF-WAY FENCE
 KF0153'LINE AND 0.52 M (1.71 FT) NORTH FROM A METAL PIPE FENCE BRACE POST SET
 KF0153'IN CONCRETE.
 KF0153
 KF0153                          STATION RECOVERY (2001)
 KF0153
 KF0153'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 KF0153'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 KF0153' 
 KF0153'RECOVERED AS DESCRIBED.
 KF0153'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0154 ***********************************************************************
 KF0154  DESIGNATION -  KAW RM 1
 KF0154  PID         -  KF0154
 KF0154  STATE/COUNTY-  KS/RILEY
 KF0154  USGS QUAD   -  WAMEGO SW (1978)
 KF0154
 KF0154                         *CURRENT SURVEY CONTROL
 KF0154  ___________________________________________________________________
 KF0154* NAD 83(1986)-  39 03 53.     (N)    096 24 25.     (W)     SCALED    
 KF0154* NAVD 88     -       459.171  (meters)    1506.46   (feet)  ADJUSTED  
 KF0154  ___________________________________________________________________
 KF0154  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 KF0154  DYNAMIC HT  -         458.862 (meters)    1505.45  (feet)  COMP
 KF0154  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 KF0154
 KF0154  VERT ORDER  -  SECOND    CLASS 0
 KF0154
 KF0154.The horizontal coordinates were scaled from a topographic map and have
 KF0154.an estimated accuracy of +/- 6 seconds.
 KF0154
 KF0154.The orthometric height was determined by differential leveling
 KF0154.and adjusted by the National Geodetic Survey in June 1991..
 KF0154
 KF0154.The geoid height was determined by GEOID03.
 KF0154
 KF0154.The dynamic height is computed by dividing the NAVD 88
 KF0154.geopotential number by the normal gravity value computed on the
 KF0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0154.degrees latitude (g = 980.6199 gals.).
 KF0154
 KF0154.The modeled gravity was interpolated from observed gravity values.
 KF0154
 KF0154;                    North         East    Units  Estimated Accuracy
 KF0154;SPC KS N     -    82,410.      537,860.      MT  (+/- 180 meters Scaled)
 KF0154
 KF0154                          SUPERSEDED SURVEY CONTROL
 KF0154
 KF0154  NGVD 29 (??/??/92)  459.033  (m)         1506.01   (f) ADJ UNCH    2 0
 KF0154
 KF0154.Superseded values are not recommended for survey control.
 KF0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0154.See file dsdata.txt to determine how the superseded data were derived.
 KF0154
 KF0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ243271(NAD 83)
 KF0154_MARKER: DR = REFERENCE MARK DISK
 KF0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0154_STAMPING: KAW NO 1 1970
 KF0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0154+STABILITY: SURFACE MOTION
 KF0154
 KF0154  HISTORY     - Date     Condition        Report By
 KF0154  HISTORY     - 1970     MONUMENTED       NGS
 KF0154
 KF0154                          STATION DESCRIPTION
 KF0154
 KF0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0154'6.4 MI W FROM ALMA.
 KF0154'ABOUT 6.35 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0154'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ON THE TOP OF
 KF0154'A SHALE ROCK CUT THAT IS ABOUT 0.15 MILE LONG AND 4 FEET HIGH,
 KF0154'111 1/2 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE
 KF0154'HIGHWAY, 3.6 FEET NORTH OF A FENCE, 33.75 FEET EAST OF THE
 KF0154'STATION MARK, ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 KF0154'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT, AND
 KF0154'ABOUT LEVEL WITH THE STATION MARK.  SECTION 27, T 11S, R 9E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0152 ***********************************************************************
 KF0152  DESIGNATION -  KAW RM 2
 KF0152  PID         -  KF0152
 KF0152  STATE/COUNTY-  KS/RILEY
 KF0152  USGS QUAD   -  WAMEGO SW (1978)
 KF0152
 KF0152                         *CURRENT SURVEY CONTROL
 KF0152  ___________________________________________________________________
 KF0152* NAD 83(1986)-  39 03 53.     (N)    096 24 25.     (W)     SCALED    
 KF0152* NAVD 88     -       458.846  (meters)    1505.40   (feet)  ADJUSTED  
 KF0152  ___________________________________________________________________
 KF0152  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 KF0152  DYNAMIC HT  -         458.537 (meters)    1504.38  (feet)  COMP
 KF0152  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 KF0152
 KF0152  VERT ORDER  -  SECOND    CLASS 0
 KF0152
 KF0152.The horizontal coordinates were scaled from a topographic map and have
 KF0152.an estimated accuracy of +/- 6 seconds.
 KF0152
 KF0152.The orthometric height was determined by differential leveling
 KF0152.and adjusted by the National Geodetic Survey in June 1991..
 KF0152
 KF0152.The geoid height was determined by GEOID03.
 KF0152
 KF0152.The dynamic height is computed by dividing the NAVD 88
 KF0152.geopotential number by the normal gravity value computed on the
 KF0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0152.degrees latitude (g = 980.6199 gals.).
 KF0152
 KF0152.The modeled gravity was interpolated from observed gravity values.
 KF0152
 KF0152;                    North         East    Units  Estimated Accuracy
 KF0152;SPC KS N     -    82,410.      537,860.      MT  (+/- 180 meters Scaled)
 KF0152
 KF0152                          SUPERSEDED SURVEY CONTROL
 KF0152
 KF0152  NGVD 29 (??/??/92)  458.708  (m)         1504.94   (f) ADJ UNCH    2 0
 KF0152
 KF0152.Superseded values are not recommended for survey control.
 KF0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0152.See file dsdata.txt to determine how the superseded data were derived.
 KF0152
 KF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ243271(NAD 83)
 KF0152_MARKER: DR = REFERENCE MARK DISK
 KF0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0152_STAMPING: KAW NO 2 1970
 KF0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0152+STABILITY: SURFACE MOTION
 KF0152
 KF0152  HISTORY     - Date     Condition        Report By
 KF0152  HISTORY     - 1970     MONUMENTED       NGS
 KF0152
 KF0152                          STATION DESCRIPTION
 KF0152
 KF0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0152'6.4 MI W FROM ALMA.
 KF0152'ABOUT 6.35 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0152'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ON THE TOP OF
 KF0152'A SHALE ROCK CUT THAT IS ABOUT 0.15 MILE LONG AND 4 FEET HIGH,
 KF0152'111 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE
 KF0152'HIGHWAY, 4.4 FEET NORTH OF A FENCE, 35.20 FEET WEST
 KF0152'OF THE STATION MARK, ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KF0152'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT,
 KF0152'AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.  SECTION 27,
 KF0152'R 11S, R 9E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1052 ***********************************************************************
 KF1052  DESIGNATION -  KEATS
 KF1052  PID         -  KF1052
 KF1052  STATE/COUNTY-  KS/RILEY
 KF1052  USGS QUAD   -  OLSBURG SW (1978)
 KF1052
 KF1052                         *CURRENT SURVEY CONTROL
 KF1052  ___________________________________________________________________
 KF1052* NAD 83(1997)-  39 15 15.66203(N)    096 39 36.79275(W)     ADJUSTED  
 KF1052* NAVD 88     -       418.61   (+/-2cm)    1373.4    (feet)  VERTCON   
 KF1052  ___________________________________________________________________
 KF1052  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 KF1052  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 KF1052
 KF1052  HORZ ORDER  -  SECOND
 KF1052  VERT ORDER  -  THIRD ? (See Below)
 KF1052
 KF1052.The horizontal coordinates were established by classical geodetic methods
 KF1052.and adjusted by the National Geodetic Survey in October 1998..
 KF1052
 KF1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1052.The vertical order pertains to the NGVD 29 superseded value.
 KF1052
 KF1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1052
 KF1052.The geoid height was determined by GEOID03.
 KF1052
 KF1052;                    North         East     Units Scale Factor Converg.
 KF1052;SPC KS N     -   103,098.891   515,634.424   MT  0.99995685   +0 50 51.7
 KF1052;UTM  14      - 4,347,611.983   701,889.554   MT  1.00010189   +1 28 51.7
 KF1052
 KF1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1052!SPC KS N     -   0.99993899  x   0.99995685  =   0.99989584
 KF1052!UTM  14      -   0.99993899  x   1.00010189  =   1.00004087
 KF1052
 KF1052|---------------------------------------------------------------------|
 KF1052| PID    Reference Object                     Distance      Geod. Az  |
 KF1052|                                                           dddmmss.s |
 KF1052| CL7227 KEATS RM 1                           18.748 METERS 03606     |
 KF1052| CL7226 KEATS AZ MK                                        1245953.0 |
 KF1052| CL7228 KEATS RM 2                           22.047 METERS 31324     |
 KF1052|---------------------------------------------------------------------|
 KF1052
 KF1052                          SUPERSEDED SURVEY CONTROL
 KF1052
 KF1052  NAD 83(1997)-  39 15 15.66792(N)    096 39 36.79078(W) AD(       ) 2
 KF1052  NAD 83(1986)-  39 15 15.66822(N)    096 39 36.79039(W) AD(       ) 2
 KF1052  NAD 27      -  39 15 15.68100(N)    096 39 35.77700(W) AD(       ) 2
 KF1052  NGVD 29 (07/19/86)  418.47   (m)         1372.9    (f) LEVELING    3  
 KF1052
 KF1052.Superseded values are not recommended for survey control.
 KF1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1052.See file dsdata.txt to determine how the superseded data were derived.
 KF1052
 KF1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0189047612(NAD 83)
 KF1052_MARKER: DS = TRIANGULATION STATION DISK
 KF1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1052
 KF1052  HISTORY     - Date     Condition        Report By
 KF1052  HISTORY     - 1947     MONUMENTED       CGS
 KF1052  HISTORY     - 1965     GOOD             CGS
 KF1052
 KF1052                          STATION DESCRIPTION
 KF1052
 KF1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1052'THE STATION IS ABOUT 7 MILES NORTHWEST OF MANHATTAN, 3 MILES
 KF1052'NORTHEAST OF KEATS IN THE SOUTHWEST QUARTER OF SECTION 21,
 KF1052'T. 9 S., R. 7 E., ON THE RIGHT-OF-WAY OF THE SECTION LINE ROAD.
 KF1052'IT IS 30 FEET SOUTH OF AN EAST-WEST GRADED ROAD, AND 6 FEET
 KF1052'SOUTH OF A 4 X 4 WITNESS POST.  IT IS STAMPED KEATS 1947 AND
 KF1052'PROJECTS 2 INCHES.
 KF1052'
 KF1052'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF THE CENTER OF A
 KF1052'GRADED ROAD, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.  IT IS
 KF1052'STAMPED KEATS NO 1 1947 AND PROJECTS 5 INCHES.
 KF1052'
 KF1052'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF THE CENTER OF A
 KF1052'GRADED ROAD, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.  IT IS
 KF1052'STAMPED KEATS NO 2 1947 AND PROJECTS 6 INCHES.
 KF1052'
 KF1052'AZIMUTH MARK IS 25 FEET SOUTH OF AN EAST-WEST GRADED ROAD,
 KF1052'AND 3 FEET WEST OF A 4 X 4 WITNESS POST.  IT IS STAMPED
 KF1052'KEATS 1947 AND PROJECTS 6 INCHES.
 KF1052'
 KF1052'TO REACH THE STATION FROM THE COURTHOUSE IN MANHATTAN,
 KF1052'GO WEST ON U.S. HIGHWAY 24 AND U.S. HIGHWAY 40 FOR 1.0 MILE TO
 KF1052'JUNCTION OF ROUTES, TURN RIGHT ON U.S. HIGHWAY 24 FOR 0.55
 KF1052'MILE TO AN INTERSECTION AT THE SOUTHWEST CORNER OF THE COLLEGE
 KF1052'FOOTBALL STADIUM, TURN RIGHT, NORTH, ON A GRADED ROAD FOR 0.5
 KF1052'MILE TO A CROSSROAD AT COLLEGE TRAILER PARK, TURN LEFT, WEST, FOR
 KF1052'0.7 MILE TO A T INTERSECTION, THEN RIGHT, NORTH, TO
 KF1052'CROSSROAD, THEN WEST 0.5 MILE TO CROSSROAD, AND NORTH 1.05
 KF1052'MILES, TURN LEFT AND FOLLOW MAIN ROAD WEST AND
 KF1052'NORTH-WESTERLY FOR 4.8 MILES TO STATION ON THE LEFT,
 KF1052'JUST WEST OF POINT WHERE ROAD TURNS NORTH TO WEST.
 KF1052'
 KF1052'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE DESCRIPTION
 KF1052'BACK 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 KF1052'
 KF1052'A 74 FOOT SIGNAL AT WALSBURG IS VISIBLE AT 4 FEET.
 KF1052'
 KF1052'A 47 FOOT SIGNAL AT GARRISON IS VISIBLE AT 4 FEET.
 KF1052'
 KF1052'A 47 FOOT SIGNAL AT OLES IS VISIBLE AT 4 FEET.
 KF1052'
 KF1052'A 74 FOOT SIGNAL AT FOSTOR IS VISIBLE AT 4 FEET.
 KF1052'
 KF1052'A 4 FOOT SIGNAL AT MC INTIRE IS VISIBLE AT 4 FEET.
 KF1052'
 KF1052'A 74 FOOT SIGNAL AT ERRICSSEN IS VISIBLE AT 4 FEET.
 KF1052'
 KF1052'A 47 FOOT SIGNAL AT ROESENER IS VISIBLE AT 4 FEET.
 KF1052'
 KF1052'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1052
 KF1052                          STATION RECOVERY (1965)
 KF1052
 KF1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1052'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KF1052'IT IS 42 FEET WEST OF A POWER LINE POLE, 30 FEET SOUTH OF THE CENTER
 KF1052'LINE OF THE ROAD AND 7 FEET SOUTH OF THE FENCE LINE AND A METAL
 KF1052'WITNESS POST.  THE MONUMENT PROJECT 2-INCHES ABOVE THE GROUND.
 KF1052'
 KF1052'THE TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE
 KF1052'IN GOOD CONDITION.
 KF1052'
 KF1052'THE AZIMUTH IS 0.4 MILES SOUTH EAST OF THE STATION, IN GOOD
 KF1052'CONDITION.  IT IS ON A BANK ABOUT 15 FEET HIGHER THAN THE ROAD, 120
 KF1052'FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 177, 45 FEET WEST OF
 KF1052'A POWER LINE POLE AND 1 FOOT EAST OF THE FENCE LINE AND METAL
 KF1052'WITNESS POST.  THE MONUMENT PROJECT 3-INCHES ABOVE THE GROUND.
 KF1052'
 KF1052'TO REACH THE STATION FROM THE JUNCTIONS OF HIGHWAYS, 13, 24 AND
 KF1052'177 JUST WEST OF THE TUTTLE CREEK DAM, GO WESTERLY ON HIGHWAY 177
 KF1052'CONTINUE 0.15 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH
 KF1052'AND WEST ON THE OLD DIRT ROAD 0.3 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1264 ***********************************************************************
 HF1264  DESIGNATION -  KECHI
 HF1264  PID         -  HF1264
 HF1264  STATE/COUNTY-  KS/SEDGWICK
 HF1264  USGS QUAD   -  VALLEY CENTER (1982)
 HF1264
 HF1264                         *CURRENT SURVEY CONTROL
 HF1264  ___________________________________________________________________
 HF1264* NAD 83(1997)-  37 46 50.61607(N)    097 17 13.14198(W)     ADJUSTED  
 HF1264* NAVD 88     -       429.9    (meters)    1410.     (feet)  VERTCON   
 HF1264  ___________________________________________________________________
 HF1264  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 HF1264  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF1264
 HF1264  HORZ ORDER  -  FIRST
 HF1264
 HF1264.The horizontal coordinates were established by classical geodetic methods
 HF1264.and adjusted by the National Geodetic Survey in October 1998..
 HF1264
 HF1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1264
 HF1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1264
 HF1264.The geoid height was determined by GEOID03.
 HF1264
 HF1264;                    North         East     Units Scale Factor Converg.
 HF1264;SPC KS S     -   524,338.518   506,849.084   MT  0.99993876   +0 44 43.6
 HF1264;UTM  14      - 4,182,868.414   650,850.611   MT  0.99988029   +1 02 58.8
 HF1264
 HF1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1264!SPC KS S     -   0.99993706  x   0.99993876  =   0.99987582
 HF1264!UTM  14      -   0.99993706  x   0.99988029  =   0.99981736
 HF1264
 HF1264|---------------------------------------------------------------------|
 HF1264| PID    Reference Object                     Distance      Geod. Az  |
 HF1264|                                                           dddmmss.s |
 HF1264| CL4641 KECHI RM 1                           12.256 METERS 02809     |
 HF1264| CL4643 KECHI RM 3                                         0295223.4 |
 HF1264| HF1267 WICHITA TV STA KTVH MAST            APPROX. 3.7 KM 2034131.5 |
 HF1264| HF1268 WICHITA HEIGHTS SCHOOL TANK         APPROX. 1.8 KM 2711001.2 |
 HF1264| CL4642 KECHI RM 2                            6.488 METERS 27758     |
 HF1264| HF1269 PARK CITY MUN TANK                  APPROX. 3.5 KM 3015614.6 |
 HF1264| HF1265 KECHI RAD STA KEYN MAST             APPROX. 2.4 KM 3365344.5 |
 HF1264|---------------------------------------------------------------------|
 HF1264
 HF1264                          SUPERSEDED SURVEY CONTROL
 HF1264
 HF1264  NAD 83(1997)-  37 46 50.62424(N)    097 17 13.13871(W) AD(       ) 1
 HF1264  NAD 83(1986)-  37 46 50.62839(N)    097 17 13.13920(W) AD(       ) 1
 HF1264  NAD 27      -  37 46 50.58778(N)    097 17 11.97787(W) AD(       ) 1
 HF1264  NGVD 29 (07/19/86)  429.8    (m)         1410.     (f) VERT ANG       
 HF1264
 HF1264.Superseded values are not recommended for survey control.
 HF1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1264.See file dsdata.txt to determine how the superseded data were derived.
 HF1264
 HF1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5085182868(NAD 83)
 HF1264_MARKER: DS = TRIANGULATION STATION DISK
 HF1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1264_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1264
 HF1264  HISTORY     - Date     Condition        Report By
 HF1264  HISTORY     - 1972     MONUMENTED       NGS
 HF1264
 HF1264                          STATION DESCRIPTION
 HF1264
 HF1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF1264'THE STATION IS ABOUT 7.0 MILES NORTH AND 2.5 MILES EAST OF THE CENTER
 HF1264'OF WICHITA, 1.0 MILE SOUTH AND 1/2 MILE WEST OF KECHI, WHERE 53RD
 HF1264'STREET CROSSES OVER U. S. HIGHWAY 254 AND A RAIL ROAD TRACK, ON THE
 HF1264'ROAD RIGHT-OF-WAY, IN T 26 S, R 1 E AND THE NORTH 1/2 OF SEC. 23.
 HF1264'
 HF1264'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 W
 HF1264'AND 53RD STREET, GO EAST ON 53RD STREET FOR 2.1 MILES TO THE EAST
 HF1264'END OF THE BRIDGE AND THE STATION ON THE RIGHT.
 HF1264'
 HF1264'STATION MARKS ARE STANDARD DISKS, STAMPED KECHI 1972.  THE SURFACE
 HF1264'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 HF1264'THAT IS FLUSH WITH THE GROUND.  IT IS 18.5 FEET SOUTH OF THE CENTER
 HF1264'OF 53RD STREET, 5.6 FEET WEST OF THE SOUTHEAST END OF THE CONCRETE
 HF1264'GUARD RAIL AND 2.7 FEET SOUTH OF THE SOUTH CONCRETE GUARD RAIL.  THE
 HF1264'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HF1264'INCHES BELOW THE GROUND SURFACE.
 HF1264'
 HF1264'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KECHI NO 1 1972,
 HF1264'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE
 HF1264'BRIDGE.  IT IS 17.0 FEET NORTH OF THE CENTER OF 53RD STREET AND
 HF1264'5.3 FEET WEST OF THE NORTHEAST END OF THE CONCRETE GUARD RAIL.
 HF1264'
 HF1264'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KECHI NO 2 1972,
 HF1264'CEMENTED IN A DRILL HOLE IN THE SOUTH CONCRETE GUARD RAIL.  IT IS
 HF1264'27.2 FEET WEST OF THE SOUTHEAST END OF THE CONCRETE GUARD RAIL
 HF1264'AND 16.0 FEET SOUTH OF THE CENTER OF 53RD STREET.
 HF1264'
 HF1264'TO REACH REFERENCE MARK 3, CONTINUE EAST ON 53RD STREET FROM THE
 HF1264'STATION FOR 0.35 MILE TO THE JUNCTION OF OLIVER STREET AND 53RD
 HF1264'STREET, TURN LEFT AND GO NORTH ON OLIVER STREET FOR 0.55 MILE TO
 HF1264'THE MARK IN THE CONCRETE MEDIAN.
 HF1264'
 HF1264'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KECHI NO 3 1972,
 HF1264'CEMENTED IN A DRILL HOLE IN THE CONCRETE MEDIAN.  IT IS 64.0 FEET
 HF1264'SOUTH OF THE JUNCTION OF THE CENTER OF OLIVER STREET AND THE SOUTH
 HF1264'RAIL OF THE RAILROAD TRACKS, 52.0 FEET SOUTHEAST FROM THE CENTER
 HF1264'OF A RAILROAD CONTROL BOX AND 16.5 FEET WEST OF THE CENTER OF THE
 HF1264'NORTH BOUND LANE OF OLIVER STREET.
 HF1264'
 HF1264'NEAREST TOWN--KECHI.
 HF1264'
 HF1264'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1265 ***********************************************************************
 HF1265  DESIGNATION -  KECHI RAD STA KEYN MAST
 HF1265  PID         -  HF1265
 HF1265  STATE/COUNTY-  KS/SEDGWICK
 HF1265  USGS QUAD   -  VALLEY CENTER (1982)
 HF1265
 HF1265                         *CURRENT SURVEY CONTROL
 HF1265  ___________________________________________________________________
 HF1265* NAD 83(1997)-  37 48 01.16409(N)    097 17 51.07405(W)     ADJUSTED  
 HF1265* NAVD 88     -                                                        
 HF1265  ___________________________________________________________________
 HF1265  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HF1265  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 HF1265
 HF1265  HORZ ORDER  -  THIRD
 HF1265
 HF1265.The horizontal coordinates were established by classical geodetic methods
 HF1265.and adjusted by the National Geodetic Survey in October 1998..
 HF1265
 HF1265
 HF1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1265
 HF1265.The geoid height was determined by GEOID03.
 HF1265
 HF1265;                    North         East     Units Scale Factor Converg.
 HF1265;SPC KS S     -   526,501.264   505,892.956   MT  0.99993800   +0 44 20.2
 HF1265;UTM  14      - 4,185,025.919   649,883.062   MT  0.99987670   +1 02 37.2
 HF1265
 HF1265                          SUPERSEDED SURVEY CONTROL
 HF1265
 HF1265  NAD 83(1997)-  37 48 01.17227(N)    097 17 51.07101(W) AD(       ) 4
 HF1265  NAD 83(1986)-  37 48 01.17636(N)    097 17 51.07148(W) AD(       ) 4
 HF1265  NAD 27      -  37 48 01.13701(N)    097 17 49.91095(W) AD(       ) 3
 HF1265
 HF1265.Superseded values are not recommended for survey control.
 HF1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1265.See file dsdata.txt to determine how the superseded data were derived.
 HF1265
 HF1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4988385026(NAD 83)
 HF1265_MARKER: 42 = RADIO/TV MAST
 HF1265
 HF1265  HISTORY     - Date     Condition        Report By
 HF1265  HISTORY     - 1972     FIRST OBSERVED   NGS
 HF1265
 HF1265                          STATION DESCRIPTION
 HF1265
 HF1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF1265'THE STATION, KECHI RADIO STATION MAST KEYN, IS THE RED LIGHT ATOP
 HF1265'A TRIANGULAR STEEL, GUYED MAST THAT IS PAINTED RED AND WHITE.
 HF1265'THE STRUCTURE HAS AN OVERALL HEIGHT OF 260 FEET AND IS THE
 HF1265'PROPERTY OF RADIO STATION KEYN.
 HF1265'
 HF1265'THE MAST IS LOCATED AT 6400 NORTH HILLSIDE ROAD, WICHITA.
 HF1265'
 HF1265'TO REACH FROM THE JUNCTION OF 53RD STREET AND INTERSTATE 35, GO
 HF1265'EAST ON 53RD STREET FOR 1.45 MILES TO HILLSIDE ROAD, TURN LEFT
 HF1265'AND GO NORTH ON HILLSIDE ROAD FOR 1.0 MILE TO A CROSSROAD, 61ST
 HF1265'STREET, CONTINUE NORTH ON HILLSIDE ROAD FOR 0.3 MILE TO A SIDE
 HF1265'ROAD ON THE RIGHT, TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE
 HF1265'MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0955 ***********************************************************************
 JG0955  DESIGNATION -  KEEN
 JG0955  PID         -  JG0955
 JG0955  STATE/COUNTY-  KS/TREGO
 JG0955  USGS QUAD   -  TREGO CENTER NE (1960)
 JG0955
 JG0955                         *CURRENT SURVEY CONTROL
 JG0955  ___________________________________________________________________
 JG0955* NAD 83(1997)-  38 55 43.35058(N)    099 48 34.40190(W)     ADJUSTED  
 JG0955* NAVD 88     -       733.     (meters)    2405.     (feet)  SCALED    
 JG0955  ___________________________________________________________________
 JG0955  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 JG0955  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 JG0955
 JG0955  HORZ ORDER  -  SECOND
 JG0955
 JG0955.The horizontal coordinates were established by classical geodetic methods
 JG0955.and adjusted by the National Geodetic Survey in October 1998..
 JG0955
 JG0955.The orthometric height was scaled from a topographic map.
 JG0955
 JG0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0955
 JG0955.The geoid height was determined by GEOID03.
 JG0955
 JG0955;                    North         East     Units Scale Factor Converg.
 JG0955;SPC KS N     -    67,660.640   243,102.230   MT  0.99997255   -1 08 41.8
 JG0955;UTM  14      - 4,309,176.849   429,828.330   MT  0.99966063   -0 30 31.3
 JG0955
 JG0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0955!SPC KS N     -   0.99988901  x   0.99997255  =   0.99986156
 JG0955!UTM  14      -   0.99988901  x   0.99966063  =   0.99954968
 JG0955
 JG0955|---------------------------------------------------------------------|
 JG0955| PID    Reference Object                     Distance      Geod. Az  |
 JG0955|                                                           dddmmss.s |
 JG0955| CL3250 KEEN RM 1                             9.890 METERS 08446     |
 JG0955| CL3251 KEEN RM 2                            11.226 METERS 17844     |
 JG0955| CL3249 KEEN AZ MK                                         2683653.3 |
 JG0955| KG0782 WAKEENEY MUNICIPAL TANK             APPROX.12.6 KM 3292624.1 |
 JG0955|---------------------------------------------------------------------|
 JG0955
 JG0955                          SUPERSEDED SURVEY CONTROL
 JG0955
 JG0955  NAD 83(1986)-  38 55 43.35690(N)    099 48 34.40196(W) AD(       ) 2
 JG0955  NAD 27      -  38 55 43.32100(N)    099 48 32.97400(W) AD(       ) 2
 JG0955
 JG0955.Superseded values are not recommended for survey control.
 JG0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0955.See file dsdata.txt to determine how the superseded data were derived.
 JG0955
 JG0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2982809177(NAD 83)
 JG0955_MARKER: DS = TRIANGULATION STATION DISK
 JG0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0955
 JG0955  HISTORY     - Date     Condition        Report By
 JG0955  HISTORY     - 1950     MONUMENTED       CGS
 JG0955
 JG0955                          STATION DESCRIPTION
 JG0955
 JG0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JG0955'THE STATION IS LOCATED ABOUT 6.5 MILES SOUTH AND 4.0 MILES
 JG0955'EAST OF WAKEENEY AND ABOUT 4.5 MILES SOUTH AND 4.0 MILES WEST
 JG0955'OF OGALLAH ON THE ROAD RIGHT-OF-WAY, 16 FEET NORTH OF THE CENTER
 JG0955'OF ROAD, 4 FEET SOUTHEAST OF A WITNESS POST AND 4 FEET SOUTH
 JG0955'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED KEEN 1950 AND
 JG0955'PROJECTS 4 INCHES.
 JG0955'
 JG0955'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 18 FEET NORTH
 JG0955'OF THE CENTER OF ROAD AND 2 FEET SOUTH OF AN EAST-WEST FENCE
 JG0955'LINE.  IT IS STAMPED KEEN NO 1 1950 AND PROJECTS 4 INCHES.
 JG0955'
 JG0955'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE, 20
 JG0955'FEET SOUTH OF THE CENTER OF ROAD.  IT IS STAMPED KEEN NO 2
 JG0955'1950 AND PROJECTS 5 INCHES.
 JG0955'
 JG0955'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 50.73 FEET.
 JG0955'
 JG0955'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 36 FEET SOUTH
 JG0955'OF THE CENTER OF ROAD, 2 FEET EAST OF A WITNESS POST AND
 JG0955'1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED KEEN
 JG0955'1950 AND PROJECTS 4 INCHES.
 JG0955'
 JG0955'TO REACH THE STATION FROM THE POST OFFICE IN WAKEENEY, GO
 JG0955'SOUTH FOR 0.3 MILE TO U.S. HIGHWAYS 283 AND 40, TURN RIGHT
 JG0955'AND GO WEST FOR 0.3 MILE TO THE JUNCTION OF THESE HIGHWAYS,
 JG0955'TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 283 FOR 6.55 MILES
 JG0955'TO A CROSSROAD, TURN LEFT AND GO EAST ON DIRT ROAD FOR 3.7 MILES
 JG0955'TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE EAST FOR 0.6
 JG0955'MILE TO STATION ON LEFT AS DESCRIBED.
 JG0955'
 JG0955'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0131 ***********************************************************************
 JF0131  DESIGNATION -  KEENE
 JF0131  PID         -  JF0131
 JF0131  STATE/COUNTY-  KS/WABAUNSEE
 JF0131  USGS QUAD   -  KEENE (1983)
 JF0131
 JF0131                         *CURRENT SURVEY CONTROL
 JF0131  ___________________________________________________________________
 JF0131* NAD 83(1997)-  38 58 35.87264(N)    096 02 56.44344(W)     ADJUSTED  
 JF0131* NAVD 88     -       380.960  (meters)    1249.87   (feet)  ADJUSTED  
 JF0131  ___________________________________________________________________
 JF0131  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 JF0131  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JF0131  DYNAMIC HT  -         380.701 (meters)    1249.02  (feet)  COMP
 JF0131  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 JF0131
 JF0131  HORZ ORDER  -  SECOND
 JF0131  VERT ORDER  -  SECOND    CLASS 0
 JF0131
 JF0131.The horizontal coordinates were established by classical geodetic methods
 JF0131.and adjusted by the National Geodetic Survey in October 1998..
 JF0131
 JF0131.The orthometric height was determined by differential leveling
 JF0131.and adjusted by the National Geodetic Survey in June 1991..
 JF0131
 JF0131.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0131
 JF0131.The geoid height was determined by GEOID03.
 JF0131
 JF0131.The dynamic height is computed by dividing the NAVD 88
 JF0131.geopotential number by the normal gravity value computed on the
 JF0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0131.degrees latitude (g = 980.6199 gals.).
 JF0131
 JF0131.The modeled gravity was interpolated from observed gravity values.
 JF0131
 JF0131;                    North         East     Units Scale Factor Converg.
 JF0131;SPC KS N     -    73,233.998   569,044.198   MT  0.99996823   +1 14 03.9
 JF0131;SPC KS S     -   659,183.242   612,388.327   MT  1.00010687   +1 30 22.3
 JF0131;UTM  14      - 4,318,326.279   755,639.082   MT  1.00040478   +1 51 25.9
 JF0131;UTM  15      - 4,318,606.260   235,867.593   MT  1.00045916   -1 55 08.2
 JF0131
 JF0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0131!SPC KS N     -   0.99994505  x   0.99996823  =   0.99991328
 JF0131!SPC KS S     -   0.99994505  x   1.00010687  =   1.00005191
 JF0131!UTM  14      -   0.99994505  x   1.00040478  =   1.00034981
 JF0131!UTM  15      -   0.99994505  x   1.00045916  =   1.00040418
 JF0131
 JF0131|---------------------------------------------------------------------|
 JF0131| PID    Reference Object                     Distance      Geod. Az  |
 JF0131|                                                           dddmmss.s |
 JF0131| CL4644 KEENE RM 1                           17.896 METERS 02636     |
 JF0131| JF0130 KEENE AZ MK                         APPROX. 0.9 KM 3033254.0 |
 JF0131| JF0132 KEENE RM 2                           17.796 METERS 35435     |
 JF0131|---------------------------------------------------------------------|
 JF0131
 JF0131                          SUPERSEDED SURVEY CONTROL
 JF0131
 JF0131  NAD 83(1986)-  38 58 35.88006(N)    096 02 56.44013(W) AD(       ) 2
 JF0131  NAD 27      -  38 58 35.87660(N)    096 02 55.47010(W) AD(       ) 2
 JF0131  NGVD 29 (??/??/92)  380.811  (m)         1249.38   (f) ADJ UNCH    2 0
 JF0131
 JF0131.Superseded values are not recommended for survey control.
 JF0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0131.See file dsdata.txt to determine how the superseded data were derived.
 JF0131
 JF0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5563918326(NAD 83)
 JF0131_MARKER: DS = TRIANGULATION STATION DISK
 JF0131_SETTING: 0 = UNSPECIFIED SETTING
 JF0131_STAMPING: KEENE 1960
 JF0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0131
 JF0131  HISTORY     - Date     Condition        Report By
 JF0131  HISTORY     - 1960     MONUMENTED       CGS
 JF0131  HISTORY     - 1961     GOOD             NGS
 JF0131
 JF0131                          STATION DESCRIPTION
 JF0131
 JF0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JF0131'THE STATION IS LOCATED 8 MILES NORTH AND 3-1/2 MILES EAST OF
 JF0131'ESKRIDGE, 1-1/2 MILES NORTH AND 1/2 MILE WEST OF KEENE, IN THE
 JF0131'SW 1/4 OF SECTION 26, T. 12 S., R. 12 E.
 JF0131'
 JF0131'TO REACH THE STATION FROM THE CROSSROADS IN DOVER, WHERE STATE
 JF0131'HIGHWAY 4 MAKES A RIGHT ANGLE TURN, GO WEST ON STATE HIGHWAY
 JF0131'4 FOR 5.8 MILES TO THE CROSSROADS AT KEENE.  TURN RIGHT, NORTH,
 JF0131'AND GO 1.0 MILE TO A T-ROAD TO THE LEFT.  TURN LEFT, WEST, AND
 JF0131'FOLLOW THE PAVED ROAD 0.5 MILE TO A T-ROAD TO THE RIGHT.  TURN
 JF0131'RIGHT, NORTH, AND CONTINUE ON THE PAVED ROAD 0.4 MILE TO THE
 JF0131'SECURITY GATE.  PASS THROUGH THE SECURITY GATE, AND BEAR
 JF0131'SOUTHEAST 0.05 MILE TO THE TOP.
 JF0131'
 JF0131'THE STATION IS 80 FEET EAST OF THIS POINT.
 JF0131'
 JF0131'TO REACH THE AZIMUTH MARK FROM THE SECURITY GATE MENTIONED ABOVE,
 JF0131'GO SOUTH ON THE PAVED ROAD FOR 0.4 MILE TO A T-ROAD.  TURN RIGHT,
 JF0131'WEST, AND FOLLOW THE GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD.
 JF0131'TURN RIGHT, NORTH, AND FOLLOW THE BLADED ROAD 0.7 MILE TO THE
 JF0131'AZIMUTH MARK ON THE LEFT, WEST, SIDE OF THE ROAD.
 JF0131'
 JF0131'THE STATION MARK, STAMPED KEENE 1960, IS A STANDARD DISK
 JF0131'CEMENTED IN A DRILL HOLE, IN THE CONCRETE.  IT IS 2-1/2 FEET
 JF0131'SOUTH OF THE NORTH EDGE OF THE CONCRETE AND IN THE CENTER
 JF0131'OF THE ENTRANCE.
 JF0131'
 JF0131'REFERENCE MARK NO. 1, STAMPED KEENE NO 1 1960, IS A STANDARD
 JF0131'DISK CEMENTED IN A DRILL HOLE, IN THE EAST CURBING.  IT IS 57.8
 JF0131'FEET NORTH OF ENTRANCE AND ABOUT 20 FEET LOWER THAN THE STATION.
 JF0131'
 JF0131'REFERENCE MARK NO. 2, STAMPED KEENE NO 2 1960, IS A STANDARD
 JF0131'DISK CEMENTED IN A DRILL HOLE, IN THE WEST CURBING.  IT IS
 JF0131'57.6 FEET NORTH OF ENTRANCE AND ABOUT 20 FEET LOWER THAN THE
 JF0131'STATION.
 JF0131'
 JF0131'IT IS 32.30 FEET BETWEEN THE REFERENCE MARKS.
 JF0131'
 JF0131'THE AZIMUTH MARK, STAMPED KEENE 1960, IS STANDARD DISK, SET IN
 JF0131'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.
 JF0131'IT IS 18 FEET WEST OF THE CENTER OF THE BLADED ROAD, 3.5 FEET
 JF0131'SOUTH OF A POWER LINE POLE, 3.4 FEET NORTH OF A WITNESS POST, AND
 JF0131'2.0 FEET EAST OF A FENCE.
 JF0131
 JF0131                          STATION RECOVERY (1961)
 JF0131
 JF0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0131'7 MI NE FROM DOVER.
 JF0131'5.8 MILES WEST ALONG STATE HIGHWAY 4 FROM THE CAFE AT DOVER,
 JF0131'THENCE 1.0 MILE NORTH ALONG THE ROAD LEADING TO THE MISSILE
 JF0131'SITE, THENCE 0.5 MILE WEST ALONG MISSILE SITE ROAD, THENCE 0.4
 JF0131'MILE NORTH TO THE SECURITY GATE OF THE MISSILE SITE, THE STATION
 JF0131'MARK IS CEMENTED IN A DRILL HOLE, IN THE CONCRETE OVER THE
 JF0131'NORTH ENTRANCE TO THE MISSILE BAY, 2.5 FEET SOUTH OF THE NORTH
 JF0131'EDGE OF THE CONCRETE AND IN THE CENTER OF THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0130 ***********************************************************************
 JF0130  DESIGNATION -  KEENE AZ MK
 JF0130  PID         -  JF0130
 JF0130  STATE/COUNTY-  KS/WABAUNSEE
 JF0130  USGS QUAD   -  KEENE (1983)
 JF0130
 JF0130                         *CURRENT SURVEY CONTROL
 JF0130  ___________________________________________________________________
 JF0130* NAD 83(1997)-  38 58 52.80809(N)    096 03 29.16761(W)     ADJUSTED  
 JF0130* NAVD 88     -       388.015  (meters)    1273.01   (feet)  ADJUSTED  
 JF0130  ___________________________________________________________________
 JF0130  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 JF0130  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 JF0130  DYNAMIC HT  -         387.751 (meters)    1272.15  (feet)  COMP
 JF0130  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 JF0130
 JF0130  HORZ ORDER  -  THIRD
 JF0130  VERT ORDER  -  SECOND    CLASS 0
 JF0130
 JF0130.The horizontal coordinates were established by classical geodetic methods
 JF0130.and adjusted by the National Geodetic Survey in October 1998..
 JF0130
 JF0130.The orthometric height was determined by differential leveling
 JF0130.and adjusted by the National Geodetic Survey in June 1991..
 JF0130
 JF0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0130
 JF0130.The geoid height was determined by GEOID03.
 JF0130
 JF0130.The dynamic height is computed by dividing the NAVD 88
 JF0130.geopotential number by the normal gravity value computed on the
 JF0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0130.degrees latitude (g = 980.6199 gals.).
 JF0130
 JF0130.The modeled gravity was interpolated from observed gravity values.
 JF0130
 JF0130;                    North         East     Units Scale Factor Converg.
 JF0130;SPC KS N     -    73,739.179   568,245.510   MT  0.99996784   +1 13 43.2
 JF0130;SPC KS S     -   659,684.698   611,587.139   MT  1.00010839   +1 30 02.2
 JF0130;UTM  14      - 4,318,822.963   754,834.600   MT  1.00039973   +1 51 05.9
 JF0130;UTM  15      - 4,319,154.883   235,097.525   MT  1.00046417   -1 55 29.5
 JF0130
 JF0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0130!SPC KS N     -   0.99994394  x   0.99996784  =   0.99991178
 JF0130!SPC KS S     -   0.99994394  x   1.00010839  =   1.00005232
 JF0130!UTM  14      -   0.99994394  x   1.00039973  =   1.00034365
 JF0130!UTM  15      -   0.99994394  x   1.00046417  =   1.00040808
 JF0130
 JF0130:                Primary Azimuth Mark                     Grid Az
 JF0130:SPC KS N     -  KEENE                                    122 18 50.2
 JF0130:SPC KS S     -  KEENE                                    122 02 31.2
 JF0130:UTM  14      -  KEENE                                    121 41 27.5
 JF0130:UTM  15      -  KEENE                                    125 28 02.9
 JF0130
 JF0130|---------------------------------------------------------------------|
 JF0130| PID    Reference Object                     Distance      Geod. Az  |
 JF0130|                                                           dddmmss.s |
 JF0130| JF0131 KEENE                               APPROX. 0.9 KM 1233233.4 |
 JF0130|---------------------------------------------------------------------|
 JF0130
 JF0130                          SUPERSEDED SURVEY CONTROL
 JF0130
 JF0130  NAD 83(1986)-  38 58 52.81554(N)    096 03 29.16427(W) AD(       ) 3
 JF0130  NAD 27      -  38 58 52.81200(N)    096 03 28.19320(W) AD(       ) 3
 JF0130  NGVD 29 (??/??/92)  387.866  (m)         1272.52   (f) ADJ UNCH    2 0
 JF0130
 JF0130.Superseded values are not recommended for survey control.
 JF0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0130.See file dsdata.txt to determine how the superseded data were derived.
 JF0130
 JF0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5483518823(NAD 83)
 JF0130_MARKER: DZ = AZIMUTH MARK DISK
 JF0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0130_STAMPING: KEENE 1960
 JF0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0130+STABILITY: SURFACE MOTION
 JF0130
 JF0130  HISTORY     - Date     Condition        Report By
 JF0130  HISTORY     - 1960     MONUMENTED       CGS
 JF0130  HISTORY     - 1961     GOOD             NGS
 JF0130  HISTORY     - 1968     GOOD             CGS
 JF0130
 JF0130                          STATION DESCRIPTION
 JF0130
 JF0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JF0130'STATION IS LOCATED ABOUT 8 MILES NORTH AND 2-3/4 MILES EAST OF
 JF0130'ESKRIDGE AND 1-1/2 MILES NORTH AND 1 MILE WEST OF KEENE, ON
 JF0130'THE RIGHT-OF-WAY OF A NORTH-SOUTH SECTION ROAD.
 JF0130'
 JF0130'REACHED FROM CROSSROADS IN DOVER BY GOING WESTERLY ON STATE
 JF0130'HIGHWAY 4 FOR 5.0 MILES TO KEENE STORE ON THE LEFT IN THE
 JF0130'SOUTHWEST ANGLE OF CROSSROADS, CONTINUE WEST ON HIGHWAY 4 FOR
 JF0130'1.0 MILE TO SIDE ROAD RIGHT, TURN RIGHT, NORTH, FOR 1.7 MILES TO
 JF0130'THE STATION ON THE LEFT.
 JF0130'
 JF0130'STATION MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED KEENE
 JF0130'1960, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 JF0130'PROJECTING 5 INCHES.  IT IS 18 FEET WEST OF THE CENTER OF THE
 JF0130'SECTION LINE ROAD, 3.5 FEET SOUTH OF A POWERLINE POLE, 2 FEET EAST
 JF0130'OF A FENCE AND 3.4 FEET NORTH OF A METAL WITNESS POST.
 JF0130
 JF0130                          STATION RECOVERY (1961)
 JF0130
 JF0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0130'8 MI NW FROM DOVER.
 JF0130'5.8 MILES WESTERLY FROM THE CROSSROADS IN DOVER, TO KEENE STORE
 JF0130'CONTINUE WEST ON HIGHWAY 4 FOR 1.0 MILE, THENCE 1.7 MILES NORTH
 JF0130'ON GRAVELED ROAD, 18 FEET WEST OF THE CENTER OF THE ROAD, 3.5
 JF0130'FEET SOUTH OF A POWER POLE, 2 FEET EAST OF A FENCE, 3.5 FEET
 JF0130'NORTH OF THE WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE
 JF0130'CONCRETE POST THAT PROJECTS 5 INCHES.
 JF0130
 JF0130                          STATION RECOVERY (1968)
 JF0130
 JF0130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF0130'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 JF0130'GOOD CONDITION.  AN ERROR WAS FOUND IN THE TO REACH THE STATION.
 JF0130'TO REACH THE STATION FROM THE CROSSROAD IN DOVER, GO WESTERLY ON
 JF0130'STATE HIGHWAY 4 FOR 6.0 MILES INSTEAD OF 5.0 MILES AS STATED
 JF0130'IN THE OLD DESCRIPTION.
 JF0130'
 JF0130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2
 JF0130'MILES NORTH AND 1 MILE WEST OF KEENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0132 ***********************************************************************
 JF0132  DESIGNATION -  KEENE RM 2
 JF0132  PID         -  JF0132
 JF0132  STATE/COUNTY-  KS/WABAUNSEE
 JF0132  USGS QUAD   -  KEENE (1983)
 JF0132
 JF0132                         *CURRENT SURVEY CONTROL
 JF0132  ___________________________________________________________________
 JF0132* NAD 83(1986)-  38 58 35.     (N)    096 02 56.     (W)     SCALED    
 JF0132* NAVD 88     -       375.394  (meters)    1231.61   (feet)  ADJUSTED  
 JF0132  ___________________________________________________________________
 JF0132  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JF0132  DYNAMIC HT  -         375.138 (meters)    1230.77  (feet)  COMP
 JF0132  MODELED GRAV-     979,937.6   (mgal)                       NAVD 88
 JF0132
 JF0132  VERT ORDER  -  SECOND    CLASS 0
 JF0132
 JF0132.The horizontal coordinates were scaled from a topographic map and have
 JF0132.an estimated accuracy of +/- 6 seconds.
 JF0132
 JF0132.The orthometric height was determined by differential leveling
 JF0132.and adjusted by the National Geodetic Survey in June 1991..
 JF0132
 JF0132.The geoid height was determined by GEOID03.
 JF0132
 JF0132.The dynamic height is computed by dividing the NAVD 88
 JF0132.geopotential number by the normal gravity value computed on the
 JF0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0132.degrees latitude (g = 980.6199 gals.).
 JF0132
 JF0132.The modeled gravity was interpolated from observed gravity values.
 JF0132
 JF0132;                    North         East    Units  Estimated Accuracy
 JF0132;SPC KS N     -    73,210.      569,060.      MT  (+/- 180 meters Scaled)
 JF0132
 JF0132                          SUPERSEDED SURVEY CONTROL
 JF0132
 JF0132  NGVD 29 (??/??/92)  375.244  (m)         1231.11   (f) ADJ UNCH    2 0
 JF0132
 JF0132.Superseded values are not recommended for survey control.
 JF0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0132.See file dsdata.txt to determine how the superseded data were derived.
 JF0132
 JF0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ556183(NAD 83)
 JF0132_MARKER: DR = REFERENCE MARK DISK
 JF0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0132_SP_SET: CURB
 JF0132_STAMPING: KEENE NO 2 1950
 JF0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0132
 JF0132  HISTORY     - Date     Condition        Report By
 JF0132  HISTORY     - 1960     MONUMENTED       CGS
 JF0132  HISTORY     - 1961     GOOD             NGS
 JF0132
 JF0132                          STATION DESCRIPTION
 JF0132
 JF0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JF0132'8 MI NW FROM DOVER.
 JF0132'5.8 MILES WEST ALONG STATE HIGHWAY 4 FROM THE CAFE AT DOVER,
 JF0132'THENCE 1.0 MILE NORTH ALONG THE ROAD LEADING TO THE MISSILE
 JF0132'SITE, THENCE 0.5 MILE WEST ALONG MISSILE SITE ROAD, THENCE 0.4
 JF0132'MILE NORTH TO THE SECURITY GATE, CEMENTED IN A DRILL HOLE, IN
 JF0132'THE WEST CURBING OF THE NORTH ENTRANCE INTO THE MISSILE BAY,
 JF0132'57.6 FEET NORTH OF THE MISSILE BAY ENTRANCE AND ABOUT 20 FEET
 JF0132'LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0710 ***********************************************************************
 KH0710  DESIGNATION -  KEHLBECK
 KH0710  PID         -  KH0710
 KH0710  STATE/COUNTY-  KS/CHEYENNE
 KH0710  USGS QUAD   -  BIRD CITY SOUTH SE (1981)
 KH0710
 KH0710                         *CURRENT SURVEY CONTROL
 KH0710  ___________________________________________________________________
 KH0710* NAD 83(1997)-  39 34 07.67387(N)    101 35 23.54389(W)     ADJUSTED  
 KH0710* NAVD 88     -      1080.     (meters)    3543.     (feet)  SCALED    
 KH0710  ___________________________________________________________________
 KH0710  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 KH0710  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KH0710
 KH0710  HORZ ORDER  -  SECOND
 KH0710
 KH0710.The horizontal coordinates were established by classical geodetic methods
 KH0710.and adjusted by the National Geodetic Survey in October 1998..
 KH0710
 KH0710.The orthometric height was scaled from a topographic map.
 KH0710
 KH0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0710
 KH0710.The geoid height was determined by GEOID03.
 KH0710
 KH0710;                    North         East     Units Scale Factor Converg.
 KH0710;SPC KS N     -   143,266.567    91,616.717   MT  0.99997223   -2 16 16.9
 KH0710;UTM  14      - 4,383,103.900   277,530.501   MT  1.00020939   -1 39 01.6
 KH0710
 KH0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0710!SPC KS N     -   0.99983423  x   0.99997223  =   0.99980647
 KH0710!UTM  14      -   0.99983423  x   1.00020939  =   1.00004359
 KH0710
 KH0710:                Primary Azimuth Mark                     Grid Az
 KH0710:SPC KS N     -  BIRD CITY MUNICIPAL TANK                 016 09 45.9
 KH0710:UTM  14      -  BIRD CITY MUNICIPAL TANK                 015 32 30.6
 KH0710
 KH0710|---------------------------------------------------------------------|
 KH0710| PID    Reference Object                     Distance      Geod. Az  |
 KH0710|                                                           dddmmss.s |
 KH0710| KH0709 BIRD CITY MUNICIPAL TANK            APPROX.20.3 KM 0135329.0 |
 KH0710| CP8370 KEHLBECK AZ MK                                     0922546.6 |
 KH0710| CP8371 KEHLBECK RM 1                        38.902 METERS 13110     |
 KH0710| CP8373 KEHLBECK RM 3                        29.300 METERS 20413     |
 KH0710| CP8372 KEHLBECK RM 2                        20.888 METERS 21738     |
 KH0710|---------------------------------------------------------------------|
 KH0710
 KH0710                          SUPERSEDED SURVEY CONTROL
 KH0710
 KH0710  NAD 83(1997)-  39 34 07.67394(N)    101 35 23.54373(W) AD(       ) 2
 KH0710  NAD 83(1986)-  39 34 07.67385(N)    101 35 23.54432(W) AD(       ) 2
 KH0710  NAD 27      -  39 34 07.68600(N)    101 35 21.93900(W) AD(       ) 2
 KH0710
 KH0710.Superseded values are not recommended for survey control.
 KH0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0710.See file dsdata.txt to determine how the superseded data were derived.
 KH0710
 KH0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ7753183104(NAD 83)
 KH0710_MARKER: DS = TRIANGULATION STATION DISK
 KH0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0710
 KH0710  HISTORY     - Date     Condition        Report By
 KH0710  HISTORY     - 1951     MONUMENTED       CGS
 KH0710  HISTORY     - 1962     GOOD             CGS
 KH0710
 KH0710                          STATION DESCRIPTION
 KH0710
 KH0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0710'THE STATION IS LOCATED ABOUT 14.0 MILES NORTH AND 6.0 MILES
 KH0710'EAST OF GOODLAND AND ABOUT 13.0 MILES SOUTH-SOUTHWEST OF BIRD
 KH0710'CITY IN THE SOUTHWEST CORNER OF A PASTURE, 84 FEET NORTH OF AN
 KH0710'EAST-WEST FENCE LINE AND 40 FEET EAST OF A NORTH-SOUTH FENCE
 KH0710'LINE.  IT IS STAMPED KEHLBECK 1951 AND IS FLUSH WITH THE GROUND
 KH0710'SURFACE.
 KH0710'
 KH0710'REFERENCE MARK NO. 1 IS IN THE SOUTH EDGE OF PASTURE, 130 FEET
 KH0710'EAST OF A FENCE CORNER, 42 FEET NORTH OF THE CENTER OF A DIRT
 KH0710'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 KH0710'STAMPED KEHLBECK NO 1 1951 AND PROJECTS 2 INCHES.
 KH0710'
 KH0710'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF PASTURE, 25 FEET
 KH0710'NORTH OF A FENCE CORNER, 1 FOOT NORTH OF A WITNESS POST AND 1
 KH0710'FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED KEHLBECK NO
 KH0710'2 1951 AND PROJECTS 2 INCHES.
 KH0710'
 KH0710'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A PASTURE, 40 FEET
 KH0710'NORTH OF THE CENTER OF AN EAST-WEST ROAD, 35 FEET WEST OF THE
 KH0710'CENTER OF A NORTH-SOUTH ROAD, 1 FOOT SOUTH OF A WITNESS POST
 KH0710'AND 1 FOOT NORTHWEST OF A FENCE CORNER.  IT IS STAMPED KEHLBECK
 KH0710'1951 AND PROJECTS 3 INCHES.
 KH0710'
 KH0710'TO REACH THE STATION FROM THE POST OFFICE IN GOODLAND, GO EAST
 KH0710'FOR 2 BLOCKS TO STATE HIGHWAY 27, TURN LEFT AND GO NORTH ON
 KH0710'STATE HIGHWAY 27 FOR 14.2 MILES TO A FORK.  TAKE RIGHT FORK AND
 KH0710'CONTINUE NORTH ON DIRT ROAD FOR 0.35 MILE TO A T INTERSECTION,
 KH0710'TURN RIGHT AND GO EAST ON DIRT ROAD FOR 6.1 MILES TO STATION ON
 KH0710'LEFT IN SOUTHWEST CORNER OF PASTURE AS DESCRIBED.  (CONTINUE
 KH0710'EAST FOR 0.4 MILE TO AZIMUTH MARK ON LEFT IN SOUTHEAST CORNER
 KH0710'OF PASTURE AS DESCRIBED.)
 KH0710'
 KH0710'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KH0710
 KH0710                          STATION RECOVERY (1962)
 KH0710
 KH0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 KH0710'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KH0710'THE STATION IS NOW IN A CULTIVATED FIELD.  REFERENCE MARK NO.
 KH0710'2 WAS MOVED CLOSER TO THE ROAD.  THE STATION (SURFACE MARK)
 KH0710'WAS LOWERED 16-INCHES BELOW THE SURFACE OF THE GROUND.  THE
 KH0710'UNDERGROUND MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 KH0710'WERE NOT MOVED.  A NEW DESCRIPTION FOLLOWS--
 KH0710'
 KH0710'THE STATION IS LOCATED ABOUT 14 MILES NORTH AND 6 MILES EAST
 KH0710'OF GOODLAND AND ABOUT 13 MILES SOUTH-SOUTHWEST OF BIRD CITY.
 KH0710'IT IS IN A CULTIVATED FIELD OWNED BY MR. F.W. KEHLBECK.
 KH0710'
 KH0710'TO REACH THE STATION FROM THE POST OFFICE IN GOODLAND, GO EAST
 KH0710'FOR 2 BLOCKS TO STATE HIGHWAY NO. 27.  TURN LEFT AND GO NORTH
 KH0710'ON STATE HIGHWAY NO. 27 FOR 14.2 MILES TO A ROAD FORK.  TAKE
 KH0710'THE RIGHT FORK AND CONTINUE NORTH ON A DIRT ROAD FOR 0.35 MILE TO
 KH0710'A T-ROAD INTERSECTION.  TURN RIGHT AND GO EAST ON A DIRT
 KH0710'ROAD FOR 6.1 MILE TO THE STATION ON THE LEFT.  (CONTINUE EAST
 KH0710'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT)
 KH0710'
 KH0710'STATION MARK, A STANDARD DISK STAMPED KEHLBECK 1951 1962, IS
 KH0710'SET IN CONCRETE AT THE CENTER OF A 14-INCH CONCRETE CYLINDER
 KH0710'WHICH IS 16-INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 125
 KH0710'FEET NORTH OF THE CENTER OF A DIRT ROAD.
 KH0710'
 KH0710'UNDERGROUND MARK, A STANDARD DISK STAMPED KEHLBECK 1951, IS
 KH0710'SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS 40-INCHES BELOW
 KH0710'THE SURFACE OF THE GROUND.
 KH0710'
 KH0710'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KEHLBECK NO 1
 KH0710'1951, IS SET AT THE CENTER OF A 10 BY 10 INCH CONCRETE POST WHICH
 KH0710'PROJECTS 3-INCHES.  IT IS 40 FEET NORTH OF THE CENTER OF A
 KH0710'DIRT ROAD AND 3-FEET EAST OF A LONE FENCE POST.
 KH0710'
 KH0710'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KEHLBECK NO 3
 KH0710'1951 1962, IS SET AT THE CENTER OF A 10 BY 10 INCH CONCRETE
 KH0710'POST WHICH PROJECTS 8-INCHES.  IT IS 36 FEET NORTH OF THE CENTER
 KH0710'OF A DIRT ROAD AND 2 FEET EAST OF A LONE FENCE POST.
 KH0710'
 KH0710'AZIMUTH MARK, A STANDARD DISK STAMPED KEHLBECK 1951, IS SET AT
 KH0710'THE CENTER OF A 10 BY 10 INCH CONCRETE POST WHICH PROJECTS
 KH0710'3-INCHES.  IT IS 40 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 KH0710'35 FEET WEST OF THE CENTER OF A DIRT ROAD, 1 FOOT SOUTH
 KH0710'OF A WITNESS POST AND 1 FOOT NORTHWEST OF A LONE FENCE CORNER
 KH0710'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1762 ***********************************************************************
 JE1762  DESIGNATION -  KELLAMS HOUSE CHIMNEY
 JE1762  PID         -  JE1762
 JE1762  STATE/COUNTY-  KS/SHAWNEE
 JE1762  USGS QUAD   -  RICHLAND (1982)
 JE1762
 JE1762                         *CURRENT SURVEY CONTROL
 JE1762  ___________________________________________________________________
 JE1762* NAD 83(1997)-  38 56 22.75302(N)    095 31 46.30732(W)     ADJUSTED  
 JE1762* NAVD 88     -                                                        
 JE1762  ___________________________________________________________________
 JE1762  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 JE1762  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JE1762
 JE1762  HORZ ORDER  -  THIRD
 JE1762
 JE1762.The horizontal coordinates were established by classical geodetic methods
 JE1762.and adjusted by the National Geodetic Survey in October 1998..
 JE1762
 JE1762
 JE1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1762
 JE1762.The geoid height was determined by GEOID03.
 JE1762
 JE1762;                    North         East     Units Scale Factor Converg.
 JE1762;SPC KS N     -    70,229.406   614,156.946   MT  0.99997150   +1 33 47.2
 JE1762;SPC KS S     -   656,388.588   657,520.509   MT  1.00009511   +1 49 31.6
 JE1762;UTM  15      - 4,313,122.659   280,762.529   MT  1.00019189   -1 35 25.6
 JE1762
 JE1762                          SUPERSEDED SURVEY CONTROL
 JE1762
 JE1762  NAD 83(1986)-  38 56 22.75761(N)    095 31 46.30561(W) AD(       ) 4
 JE1762  NAD 27      -  38 56 22.75300(N)    095 31 45.38000(W) AD(       ) 3
 JE1762
 JE1762.Superseded values are not recommended for survey control.
 JE1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1762.See file dsdata.txt to determine how the superseded data were derived.
 JE1762
 JE1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD8076313123(NAD 83)
 JE1762_MARKER: 85 = CHIMNEY
 JE1762
 JE1762  HISTORY     - Date     Condition        Report By
 JE1762  HISTORY     - 1887     FIRST OBSERVED   CGS
 JE1762  HISTORY     - 1943     GOOD             CGS
 JE1762
 JE1762                          STATION DESCRIPTION
 JE1762
 JE1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (SCM)
 JE1762'THE SITE OF THE OLD KELLAM HOUSE WAS LOCATED.  IN 1941 THE HOUSE
 JE1762'WAS DESTROYED AND IT IS NOT POSSIBLE TO ACCURATELY ESTABLISH THE
 JE1762'LOCATION OF THE CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0988 ***********************************************************************
 HH0988  DESIGNATION -  KELLER
 HH0988  PID         -  HH0988
 HH0988  STATE/COUNTY-  KS/FINNEY
 HH0988  USGS QUAD   -  PIERCEVILLE SW (1967)
 HH0988
 HH0988                         *CURRENT SURVEY CONTROL
 HH0988  ___________________________________________________________________
 HH0988* NAD 83(1997)-  37 46 49.26497(N)    100 43 30.94908(W)     ADJUSTED  
 HH0988* NAVD 88     -       880.6    (meters)    2889.     (feet)  VERTCON   
 HH0988  ___________________________________________________________________
 HH0988  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 HH0988  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 HH0988
 HH0988  HORZ ORDER  -  FIRST
 HH0988
 HH0988.The horizontal coordinates were established by classical geodetic methods
 HH0988.and adjusted by the National Geodetic Survey in October 1998..
 HH0988
 HH0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0988
 HH0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0988
 HH0988.The geoid height was determined by GEOID03.
 HH0988
 HH0988;                    North         East     Units Scale Factor Converg.
 HH0988;SPC KS S     -   525,940.895   203,998.713   MT  0.99993878   -1 22 03.0
 HH0988;UTM  14      - 4,182,846.603   348,070.006   MT  0.99988431   -1 03 25.8
 HH0988
 HH0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0988!SPC KS S     -   0.99986589  x   0.99993878  =   0.99980468
 HH0988!UTM  14      -   0.99986589  x   0.99988431  =   0.99975022
 HH0988
 HH0988:                Primary Azimuth Mark                     Grid Az
 HH0988:SPC KS S     -  PIERCEVILLE ATT MICROWAVE                064 09 27.7
 HH0988:UTM  14      -  PIERCEVILLE ATT MICROWAVE                063 50 50.5
 HH0988
 HH0988|---------------------------------------------------------------------|
 HH0988| PID    Reference Object                     Distance      Geod. Az  |
 HH0988|                                                           dddmmss.s |
 HH0988| HH0990 PIERCEVILLE ATT MICROWAVE           APPROX. 7.2 KM 0624724.7 |
 HH0988| CL3253 KELLER RM 1                          22.213 METERS 11601     |
 HH0988| HH0992 KELLER 2                             20.283 METERS 17852     |
 HH0988| CL3254 KELLER RM 2                          22.290 METERS 24339     |
 HH0988| HH0993 KELLER 2 AZ MK                      APPROX. 0.7 KM 2674938.0 |
 HH0988| HH1022 GARDEN CITY TV STA KGLD MAST        APPROX.12.7 KM 2691011.9 |
 HH0988| CL3252 KELLER AZ MK                                       2692208.9 |
 HH0988|---------------------------------------------------------------------|
 HH0988
 HH0988                          SUPERSEDED SURVEY CONTROL
 HH0988
 HH0988  NAD 83(1997)-  37 46 49.27029(N)    100 43 30.94658(W) AD(       ) 1
 HH0988  NAD 83(1986)-  37 46 49.26903(N)    100 43 30.94824(W) AD(       ) 1
 HH0988  NAD 27      -  37 46 49.18304(N)    100 43 29.37939(W) AD(       ) 1
 HH0988  NGVD 29 (07/19/86)  880.2    (m)         2888.     (f) VERT ANG       
 HH0988
 HH0988.Superseded values are not recommended for survey control.
 HH0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0988.See file dsdata.txt to determine how the superseded data were derived.
 HH0988
 HH0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG4807082847(NAD 83)
 HH0988_MARKER: DS = TRIANGULATION STATION DISK
 HH0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0988
 HH0988  HISTORY     - Date     Condition        Report By
 HH0988  HISTORY     - 1933     MONUMENTED       CGS
 HH0988  HISTORY     - 1961     GOOD             CGS
 HH0988  HISTORY     - 1964     GOOD             CGS
 HH0988  HISTORY     - 1978     GOOD             NGS
 HH0988
 HH0988                          STATION DESCRIPTION
 HH0988
 HH0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 HH0988'ABOUT 15 MILES SOUTHEAST OF GARDEN CITY AND 8 MILES SOUTH-SOUTHWEST
 HH0988'OF PIERCEVILLE, NEAR SOUTHEAST CORNER OF SEC. 17 T. 26 S., R. 31
 HH0988'W. IN RIGHT-OF-WAY FENCE BETWEEN UNIMPROVED ROAD AND FIELD OWNED
 HH0988'BY A MR. KELLER, WHO LIVES 1 MILE NORTH OF STATION.  STATION
 HH0988'MARK IS ON NORTH SIDE OF ROAD IN FENCE LINE ABOUT 100 FEET WEST
 HH0988'OF THE SOUTHEAST FENCE CORNER OF SECTION 17.
 HH0988'
 HH0988'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION IN FENCE LINE ON
 HH0988'SOUTH SIDE OF ROAD ABOUT 50 FEET WEST OF THE NORTHEAST FENCE
 HH0988'CORNER OF SECTION 16.
 HH0988'
 HH0988'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION ON SOUTH SIDE OF
 HH0988'ROAD IN FENCE LINE, AND ABOUT 150 FEET WEST OF THE NORTHEAST
 HH0988'FENCE CORNER OF SECTION 16.
 HH0988'
 HH0988'AZIMUTH MARK IS WEST OF STATION ON SOUTH SIDE OF ROAD IN FENCE
 HH0988'LINE WHICH DIVIDES SECTIONS 17 AND 16 AND ABOUT 1/5 MILE WEST
 HH0988'OF THE NORTHEAST FENCE CORNER OF SECTION 16.
 HH0988'
 HH0988'REACHED FROM GARDEN CITY BY U.S. HIGHWAY 83 SOUTH 11 MILES TO
 HH0988'STUCCO CHURCH ON LEFT.  TURN EAST 7 MILES, THENCE SOUTH 2 MILES,
 HH0988'THENCE EAST 1 MILE TO STATION.
 HH0988'
 HH0988'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HH0988'DESCRIBED.
 HH0988'
 HH0988'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 HH0988
 HH0988                          STATION RECOVERY (1961)
 HH0988
 HH0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0988'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HH0988'RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO THE AZIMUTH MARK AND
 HH0988'THE REFERENCE MARKS WERE VERIFIED.  THE DISTANCE TO REFERENCE MARK
 HH0988'NO. 1 WAS VERIFIED, HOWEVER, THE DISTANCE TO REFERENCE MARK NO. 2
 HH0988'MISSED THE PREVIOUS DISTANCE BY .030 METERS.  (SHORTER DISTANCE)
 HH0988'
 HH0988'A COMPLETE NEW DESCRIPTION FOLLOWS--
 HH0988'
 HH0988'THE STATION IS ABOUT 15 MILES SOUTHEAST OF GARDEN CITY, 8 MILES
 HH0988'SOUTHWEST OF PIERCEVILLE, IN THE SOUTHEAST QUARTER OF SECTION 17, T
 HH0988'26 S, R 31 W, IN THE NORTH RIGHT-OF-WAY FENCE OF AN UNIMPROVED
 HH0988'ROAD, ON PROPERTY OWNED BY MRS. MARY E. KELLER.  TO REACH THE
 HH0988'STATION FROM THE RAILROAD DEPOT IN PIERCEVILLE, GO SOUTH ON A PAVED
 HH0988'ROAD FOR 5.0 MILES TO A CROSSROAD AT THE END OF THE PAVEMENT.
 HH0988'TURN RIGHT, WEST, ON A GRAVELED ROAD 2.0 MILES TO A CROSSROAD.  TURN
 HH0988'LEFT, SOUTH, ON A GRADED ROAD 2.0 MILES TO AN UNIMPROVED SECTION
 HH0988'LINE CROSSROAD AND THE STATION ON THE RIGHT.
 HH0988'
 HH0988'STATION MARK IS A STANDARD DISK STAMPED KELLER 1933, SET IN A
 HH0988'CONCRETE POST 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 120
 HH0988'FEET WEST OF THE CENTER OF THE GRADED ROAD, 117 FEET NORTHEAST OF A
 HH0988'POWER POLE, 85 FEET WEST OF A FENCE CORNER POST, 2.5 FEET WEST OF A
 HH0988'METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.  THE UNDERGROUND
 HH0988'DISK WAS NOT INSPECTED.
 HH0988'
 HH0988'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KELLER NO 1 1933, IS
 HH0988'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 55
 HH0988'FEET WEST OF THE CENTER OF THE GRADED ROAD, 28 FEET WEST OF A FENCE
 HH0988'CORNER POST AND 1 FOOT NORTH OF A FENCE.
 HH0988'
 HH0988'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KELLER NO 2 1933, IS
 HH0988'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 46 FEET
 HH0988'OF A POWER POLE AND 0.5 FOOT NORTH OF A FENCE.
 HH0988'
 HH0988'AZIMUTH MARK IS A STANDARD DISK STAMPED KELLER 1933, SET IN A SQUARE
 HH0988'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 80 FEET EAST OF A
 HH0988'POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST AND 0.5 FOOT NORTH
 HH0988'OF A FENCE.
 HH0988'
 HH0988'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON AN UNIMPROVED
 HH0988'ROAD 0.45 MILE TO THE MARK ON THE LEFT, SOUTH, SIDE OF THE ROAD.
 HH0988'
 HH0988'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HH0988'
 HH0988'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0988
 HH0988                          STATION RECOVERY (1964)
 HH0988
 HH0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HH0988'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HH0988'
 HH0988'THE STATION WAS NOT OCCUPIED BY THIS PARTY, WAS RECOVERED FOR A
 HH0988'CHECK ANGLE FOR TRIANGULATION STATION GARDEN 1933.
 HH0988
 HH0988                          STATION RECOVERY (1978)
 HH0988
 HH0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HH0988'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DISTANCE AND
 HH0988'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS
 HH0988'DATA.
 HH0988'
 HH0988'STATION WAS MOVED AT THE TIME TO A POINT ACROSS ROAD IN PASTURE DUE
 HH0988'TO ROAD CONSTRUCTION.  ALL MARKS WERE DESTROYED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0868 ***********************************************************************
 JG0868  DESIGNATION -  KELLER
 JG0868  PID         -  JG0868
 JG0868  STATE/COUNTY-  KS/PAWNEE
 JG0868  USGS QUAD   -  GARFIELD (1972)
 JG0868
 JG0868                         *CURRENT SURVEY CONTROL
 JG0868  ___________________________________________________________________
 JG0868* NAD 83(1997)-  38 02 08.47297(N)    099 13 14.94880(W)     ADJUSTED  
 JG0868* NAVD 88     -       651.     (meters)    2136.     (feet)  SCALED    
 JG0868  ___________________________________________________________________
 JG0868  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JG0868  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 JG0868
 JG0868  HORZ ORDER  -  FIRST
 JG0868
 JG0868.The horizontal coordinates were established by classical geodetic methods
 JG0868.and adjusted by the National Geodetic Survey in October 1998..
 JG0868
 JG0868.The orthometric height was scaled from a topographic map.
 JG0868
 JG0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0868
 JG0868.The geoid height was determined by GEOID03.
 JG0868
 JG0868;                    North         East     Units Scale Factor Converg.
 JG0868;SPC KS S     -   552,185.499   336,723.928   MT  0.99993803   -0 26 34.7
 JG0868;UTM  14      - 4,209,797.580   480,622.059   MT  0.99960462   -0 08 09.8
 JG0868
 JG0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0868!SPC KS S     -   0.99990193  x   0.99993803  =   0.99983996
 JG0868!UTM  14      -   0.99990193  x   0.99960462  =   0.99950658
 JG0868
 JG0868|---------------------------------------------------------------------|
 JG0868| PID    Reference Object                     Distance      Geod. Az  |
 JG0868|                                                           dddmmss.s |
 JG0868| CL3256 KELLER RM 1                          50.293 METERS 00945     |
 JG0868| JG0871 KANSAS STATE HOSPITAL WATER TANK    APPROX.16.1 KM 0204618.9 |
 JG0868| JG0872 KANSAS STATE HOSP TALL STACK        APPROX.16.0 KM 0205753.6 |
 JG0868| JG0866 LARNED MUNICIPAL STANDPIPE          APPROX.18.5 KM 0315514.5 |
 JG0868| JG0863 LARNED MUN ELEC LT PLANT STACK      APPROX.18.8 KM 0340553.6 |
 JG0868| HG0881 MACKSVILLE MUNICIPAL TANK           APPROX.23.6 KM 1092955.3 |
 JG0868| HG0884 BELPRE ST BERNARDS CATH CH CUP      APPROX.14.5 KM 1312254.8 |
 JG0868| HG0885 BELPRE MUNICIPAL TANK               APPROX.14.3 KM 1314857.4 |
 JG0868| HG0886 BELPRE DOME NEAR CEN OF TOWN        APPROX.14.2 KM 1322921.8 |
 JG0868| CL3255 KELLER AZ MK                                       1890000.0 |
 JG0868| HG0923 LEWIS FIRST ME CHURCH BELFRY        APPROX.11.4 KM 1941305.3 |
 JG0868| HG0924 LEWIS MUNICIPAL TANK                APPROX.11.3 KM 1944215.7 |
 JG0868| CL3257 KELLER RM 2                          34.083 METERS 22532     |
 JG0868| HG0931 KINSLEY MUNICIPAL STANDPIPE         APPROX.21.4 KM 2342032.4 |
 JG0868| JG0879 ST PETERS AND PAULS CATH CH         APPROX.21.3 KM 2592803.0 |
 JG0868| JG0878 PEACE EVAN LUTHERAN CH SPIRE        APPROX.16.2 KM 2673113.7 |
 JG0868| JG0869 GARFIELD SWEDISH LUTHERAN CH        APPROX. 5.1 KM 3343517.3 |
 JG0868|---------------------------------------------------------------------|
 JG0868
 JG0868                          SUPERSEDED SURVEY CONTROL
 JG0868
 JG0868  NAD 83(1997)-  38 02 08.48071(N)    099 13 14.94801(W) AD(       ) 1
 JG0868  NAD 83(1986)-  38 02 08.48016(N)    099 13 14.94735(W) AD(       ) 1
 JG0868  NAD 27      -  38 02 08.42500(N)    099 13 13.55400(W) AD(       ) 1
 JG0868
 JG0868.Superseded values are not recommended for survey control.
 JG0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0868.See file dsdata.txt to determine how the superseded data were derived.
 JG0868
 JG0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH8062209798(NAD 83)
 JG0868_MARKER: DS = TRIANGULATION STATION DISK
 JG0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0868
 JG0868  HISTORY     - Date     Condition        Report By
 JG0868  HISTORY     - 1934     MONUMENTED       CGS
 JG0868  HISTORY     - 1953     GOOD             CGS
 JG0868
 JG0868                          STATION DESCRIPTION
 JG0868
 JG0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0868'STATION IS ON A SHARP KNOLL, 0.2 MILE EAST OF THE NORTHWEST
 JG0868'CORNER OF SOUTHWEST QUARTER SEC. 20, T. 23 S., R. 17 W., ON
 JG0868'PROPERTY OF MRS. J.F. KELLER.  MARK IS SET IN CENTER OF KNOLL,
 JG0868'200 FEET SOUTH OF EAST-WEST FENCE.
 JG0868'
 JG0868'TO REACH FROM NORTH END OF MAIN STREET IN LEWIS, WHERE U.S.
 JG0868'HIGHWAY 50 S TURNS EAST, GO EAST ON U.S. HIGHWAY 50 S FOR 1.7 MILES
 JG0868'TO CROSSROAD AT ARROW GARFIELD 10 MI.  GO NORTH ON THIS ROAD
 JG0868'6.5 MILES, THEN TURN EAST ON DIRT ROAD INTO FARM YARD, CONTINUE
 JG0868'PAST HOUSE THROUGH GATE AT NORTHEAST CORNER OF YARD, THENCE
 JG0868'EAST ALONG CENTER SECTION LINE FENCE 0.1 MILE.  STATION IS
 JG0868'200 FEET SOUTH OF THIS POINT ON KNOLL.
 JG0868'
 JG0868'REFERENCE MARK NO. 1 IS 35 FEET SOUTH OF CENTER OF SECTION LINE
 JG0868'FENCE.
 JG0868'
 JG0868'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION 111.83 FEET.
 JG0868'
 JG0868'AZIMUTH MARK IS ABOUT 1 MILE SOUTH-SOUTHWEST OF STATION.  REACHED
 JG0868'BY GOING TO HOUSE AT ENTRANCE TO STATION THENCE SOUTH ON MAIN
 JG0868'ROAD 1.0 MILE TO AZIMUTH ON WEST SIDE OF ROAD.  MARK IS SET
 JG0868'30 FEET WEST OF CENTERLINE OF ROAD, 6 FEET WEST OF T-CORNER
 JG0868'OF EAST-WEST AND NORTH-SOUTH FENCE LINES.  ALL MARKS PROJECT
 JG0868'ABOUT 12 INCHES ABOVE GROUND.
 JG0868'
 JG0868'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JG0868'BRONZE DISKS SET IN CONCRETE.
 JG0868'
 JG0868'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JG0868
 JG0868                          STATION RECOVERY (1953)
 JG0868
 JG0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0868'STATION RECOVERED AND THE MARKS ARE IN GOOD CONDITION.  IN THE
 JG0868'1934 LIST OF DIRECTIONS, RM 1 AND RM 2 ARE REVERSED.  DUE TO
 JG0868'LOCAL CHANGES A NEW DESCRIPTION FOLLOWS.
 JG0868'
 JG0868'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF GARFIELD,
 JG0868'IN THE SOUTHWEST QUARTER OF SECTION 20, T 23 S, R 17 W, ON A
 JG0868'HILL IN PASTURE LAND OWNED BY MRS J.F. KELLER, ABOUT 0.1 MILE
 JG0868'EAST OF A MACADAM ROAD, AND 5 FEET EAST OF A 4 IN X 4 IN WITNESS
 JG0868'POST.
 JG0868'
 JG0868'TO REACH THE STATION FROM THE POST OFFICE IN GARFIELD, GO
 JG0868'NORTHEASTERLY ON STATE HIGHWAY NO. 45 FOR 0.35 MILE TO THE SOUTH
 JG0868'GATE OF THE CITY PARK, THEN SHARP RIGHT (CROSSING RAILROAD
 JG0868'TRACKS) SOUTHERLY ON A MACADAM ROAD FOR 3.6 MILES TO A CROSS-ROAD,
 JG0868'THEN LEFT, EAST, FOR 0.2 MILE ON A GRAVELED ROAD TO A FARM
 JG0868'HOUSE AND A WIRE GATE ON THE LEFT, THEN THROUGH GATE (ON A FARM
 JG0868'LANE AND PASSING JUST EAST OF A LARGE BARN) NORTHERLY FOR 0.3
 JG0868'MILE TO A WIRE GATE ON THE LEFT, THEN THROUGH THE GATE,
 JG0868'NORTHWESTERLY ACROSS PASTURE, FOR 0.3 MILE TO THE HIGHEST
 JG0868'POINT AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE
 JG0868'CROSS-ROAD, CONTINUE SOUTH ON THE MACADAM ROAD FOR 0.5 MILE
 JG0868'TO THE MARK ON THE RIGHT.
 JG0868'
 JG0868'THE STATION MARK PROJECTS 1 INCH, AND THE DISK IS STAMPED
 JG0868'KELLER 1934.
 JG0868'
 JG0868'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL, 36 FEET
 JG0868'SOUTH OF A WIRE FENCE, AND IS ABOUT 10 FEET LOWER THAN THE
 JG0868'STATION.  IT PROJECTS 1 INCH, AND THE DISK IS STAMPED KELLER NO
 JG0868'1 1934.
 JG0868'
 JG0868'REFERENCE MARK NO. 2 IS ON THE SOUTHWESTERLY SLOPE OF THE HILL,
 JG0868'AND ABOUT 4 FEET LOWER THAN THE STATION.  IT PROJECTS 2 INCHES,
 JG0868'AND THE DISK IS STAMPED KELLER NO 2 1934.
 JG0868'
 JG0868'THE AZIMUTH MARK IS NEAR A T-INTERSECTION OF WIRE FENCES AT A
 JG0868'POINT WHERE THE NORTH-SOUTH WIRE FENCE IS OFFSET, 36 FEET WEST
 JG0868'OF THE CENTER OF THE MACADAM ROAD, 10 FEET WEST OF THE EAST
 JG0868'FENCE CORNER, 5 FEET WEST OF THE WEST FENCE CORNER, 2 FEET
 JG0868'NORTH OF A 4 IN X 4 IN WITNESS POST AND THE EAST-WEST WIRE
 JG0868'FENCE.  IT IS ABOUT 12 IN BELOW THE SURFACE OF THE GROUND, AND
 JG0868'THE DISK IS STAMPED KELLER AZI 1934.
 JG0868'
 JG0868'HEIGHT OF LIGHT PLATE- 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0992 ***********************************************************************
 HH0992  DESIGNATION -  KELLER 2
 HH0992  PID         -  HH0992
 HH0992  STATE/COUNTY-  KS/FINNEY
 HH0992  USGS QUAD   -  PIERCEVILLE SW (1967)
 HH0992
 HH0992                         *CURRENT SURVEY CONTROL
 HH0992  ___________________________________________________________________
 HH0992* NAD 83(1997)-  37 46 48.60721(N)    100 43 30.93277(W)     ADJUSTED  
 HH0992* NAVD 88     -       880.3    (meters)    2888.     (feet)  VERTCON   
 HH0992  ___________________________________________________________________
 HH0992  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 HH0992  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 HH0992
 HH0992  HORZ ORDER  -  THIRD
 HH0992
 HH0992.The horizontal coordinates were established by classical geodetic methods
 HH0992.and adjusted by the National Geodetic Survey in October 1998..
 HH0992.No horizontal observational check was made to the station.
 HH0992
 HH0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0992
 HH0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0992
 HH0992.The geoid height was determined by GEOID03.
 HH0992
 HH0992;                    North         East     Units Scale Factor Converg.
 HH0992;SPC KS S     -   525,920.613   203,998.628   MT  0.99993878   -1 22 02.9
 HH0992;UTM  14      - 4,182,826.322   348,070.031   MT  0.99988431   -1 03 25.8
 HH0992
 HH0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0992!SPC KS S     -   0.99986594  x   0.99993878  =   0.99980473
 HH0992!UTM  14      -   0.99986594  x   0.99988431  =   0.99975026
 HH0992
 HH0992|---------------------------------------------------------------------|
 HH0992| PID    Reference Object                     Distance      Geod. Az  |
 HH0992|                                                           dddmmss.s |
 HH0992| HH0991 T26S R31W SECS 16 17 20 21           39.652 METERS 06545     |
 HH0992| CL3258 KELLER 2 RM 3                        14.214 METERS 09009     |
 HH0992| CL3259 KELLER 2 RM 4                        10.361 METERS 18310     |
 HH0992| HH0993 KELLER 2 AZ MK                      APPROX. 0.7 KM 2692742.4 |
 HH0992| HH0988 KELLER                               20.283 METERS 35852     |
 HH0992|---------------------------------------------------------------------|
 HH0992
 HH0992                          SUPERSEDED SURVEY CONTROL
 HH0992
 HH0992  NAD 83(1997)-  37 46 48.61253(N)    100 43 30.93028(W) AD(       ) 3
 HH0992  NAD 83(1986)-  37 46 48.61138(N)    100 43 30.93194(W) AD(       ) 3
 HH0992  NAD 27      -  37 46 48.52526(N)    100 43 29.36308(W) AD(       ) 3
 HH0992  NGVD 29 (07/19/86)  879.9    (m)         2887.     (f) VERT ANG       
 HH0992
 HH0992.Superseded values are not recommended for survey control.
 HH0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0992.See file dsdata.txt to determine how the superseded data were derived.
 HH0992
 HH0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG4807082826(NAD 83)
 HH0992_MARKER: DG = GRAVITY STATION DISK
 HH0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0992
 HH0992  HISTORY     - Date     Condition        Report By
 HH0992  HISTORY     - 1978     MONUMENTED       NGS
 HH0992
 HH0992                          STATION DESCRIPTION
 HH0992
 HH0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HH0992'STATION IS LOCATED INSIDE A FENCED PASTURE, ON LAND OWNED BY MR
 HH0992'RUFUS PARR WHO LIVES 1 MILE WEST OF STATION.  STATION IS 15 MILES
 HH0992'SOUTHEAST OF GARDEN CITY, 7 MILS SOUTH-SOUTHWEST OF PIERCEVILLE,
 HH0992'ACROSS ROAD FROM A NATURAL GAS SUB STATION, 130 FEET WEST-SOUTHWEST OF
 HH0992'SE CORNER OF SECTION 17, T215, R 31W.
 HH0992'
 HH0992'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 50 IN
 HH0992'GARDEN CITY.  GO SOUTH ON HIGHWAY 83 FOR 10.65 MILES TO A SURFACED
 HH0992'ROAD ON LEFT.  TURN LEFT AND GO EAST ON SURFACED ROAD FOR 8.0 MILES TO
 HH0992'A GRAVELED CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR
 HH0992'2.0 MILES TO A COUNTY ROAD, A NATURAL GAS SUB STATION IN NORTHWEST
 HH0992'ANGLE, STATION IN SOUTHWEST ANGLE, INSIDE FENCED PASTURED, AS
 HH0992'DESCRIBED.
 HH0992'
 HH0992'STATION IS A STANDARD DISK, STAMPED---KELLER 2 1978---SET IN THE
 HH0992'TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 93.9 WEST
 HH0992'OF A NORTH-SOUTH FENCE, 3 FEET EAST OF A METAL WITNESS POST, 117.5
 HH0992'FEET WEST OF A NORTH-SOUTH ROAD, 51.5 FEET SOUTH OF AN EAST-WEST ROAD.
 HH0992'
 HH0992'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---KELLER 2 NO 3 1978---
 HH0992'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND.  47.2
 HH0992'FEET WEST OF A NORTH-SOUTH FENCE, 54.5 FEET SOUTH OF THE EAST-WEST
 HH0992'ROAD.
 HH0992'
 HH0992'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---KELLER 2 NO 4 1978---
 HH0992'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES,
 HH0992'87.5 FEET SOUTH OF THE EAST-WEST ROAD.
 HH0992'
 HH0992'AZIMUTH MARK IS A STANDARD DISK, STAMPED---KELLER 2 1978---SET IN
 HH0992'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 74
 HH0992'FEET SOUTH OF THE EAST-WEST ROAD, 4.2 FEET EAST OF A METAL WITNESS
 HH0992'POST.  MARK IS REACHED FROM STATION, GO WEST ON EAST-WEST ROAD FOR
 HH0992'0.45 MILE TO MARK ON LEFT, AS DESCRIBED.
 HH0992'
 HH0992'FINNEY COUNTY SECTION CORNER IS A 3X3 INCH CONCRETE POST ABOUT 8
 HH0992'INCHES BELOW GROUND AND IN CENTER OF EAST-WEST AND NORTH-SOUTH COUNTY
 HH0992'ROADS INTERSECTION.  A PUNCH HOLE IN CENTER OF TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0572 ***********************************************************************
 HF0572  DESIGNATION -  KELLOGG
 HF0572  PID         -  HF0572
 HF0572  STATE/COUNTY-  KS/SEDGWICK
 HF0572  USGS QUAD   -  WICHITA WEST (1982)
 HF0572
 HF0572                         *CURRENT SURVEY CONTROL
 HF0572  ___________________________________________________________________
 HF0572* NAD 83(1997)-  37 40 18.89965(N)    097 24 04.89733(W)     ADJUSTED  
 HF0572* NAVD 88     -       408.037  (meters)    1338.70   (feet)  ADJUSTED  
 HF0572  ___________________________________________________________________
 HF0572  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HF0572  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0572  DYNAMIC HT  -         407.715 (meters)    1337.64  (feet)  COMP
 HF0572  MODELED GRAV-     979,828.3   (mgal)                       NAVD 88
 HF0572
 HF0572  HORZ ORDER  -  FIRST
 HF0572  VERT ORDER  -  SECOND    CLASS 0
 HF0572
 HF0572.The horizontal coordinates were established by classical geodetic methods
 HF0572.and adjusted by the National Geodetic Survey in October 1998..
 HF0572
 HF0572.The orthometric height was determined by differential leveling
 HF0572.and adjusted by the National Geodetic Survey in June 1991..
 HF0572
 HF0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0572
 HF0572.The geoid height was determined by GEOID03.
 HF0572
 HF0572.The dynamic height is computed by dividing the NAVD 88
 HF0572.geopotential number by the normal gravity value computed on the
 HF0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0572.degrees latitude (g = 980.6199 gals.).
 HF0572
 HF0572.The modeled gravity was interpolated from observed gravity values.
 HF0572
 HF0572;                    North         East     Units Scale Factor Converg.
 HF0572;SPC KS S     -   512,138.187   496,916.966   MT  0.99994507   +0 40 30.5
 HF0572;UTM  14      - 4,170,616.685   640,983.953   MT  0.99984482   +0 58 37.7
 HF0572
 HF0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0572!SPC KS S     -   0.99994049  x   0.99994507  =   0.99988556
 HF0572!UTM  14      -   0.99994049  x   0.99984482  =   0.99978532
 HF0572
 HF0572|---------------------------------------------------------------------|
 HF0572| PID    Reference Object                     Distance      Geod. Az  |
 HF0572|                                                           dddmmss.s |
 HF0572| HF0573 KELLOGG RM 1                         10.516 METERS 04427     |
 HF0572| HF1229 WICHITA TV STA KARD TOWER           APPROX. 6.3 KM 0620135.8 |
 HF0572| HF1228 WICHITA ATT MICROWAVE               APPROX. 7.8 KM 0680229.3 |
 HF0572| HF1218 WICHITA FRIENDS UNIV CLK TWR        APPROX. 3.2 KM 0780235.3 |
 HF0572| HF0574 KELLOGG RM 3                                       1801720.0 |
 HF0572| HF1254 WICHITA CESSNA AIRCRAFT TANK        APPROX. 4.0 KM 1933328.3 |
 HF0572| HF1256 WICHITA MUN APT CONTROL TWR         APPROX. 3.2 KM 2283848.4 |
 HF0572| HF1257 WICHITA NOAA RADAR WSR DOME         APPROX. 3.0 KM 2335533.6 |
 HF0572| HF1255 AIRPORT BCN WICHITA MUN APT         APPROX. 2.3 KM 2502225.0 |
 HF0572| HF0571 KELLOGG RM 2                          9.312 METERS 31911     |
 HF0572|---------------------------------------------------------------------|
 HF0572
 HF0572                          SUPERSEDED SURVEY CONTROL
 HF0572
 HF0572  NAD 83(1997)-  37 40 18.90696(N)    097 24 04.89338(W) AD(       ) 1
 HF0572  NAD 83(1986)-  37 40 18.91106(N)    097 24 04.89338(W) AD(       ) 1
 HF0572  NAD 27      -  37 40 18.86256(N)    097 24 03.72348(W) AD(       ) 1
 HF0572  NGVD 29 (??/??/92)  407.892  (m)         1338.23   (f) ADJ UNCH    2 0
 HF0572
 HF0572.Superseded values are not recommended for survey control.
 HF0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0572.See file dsdata.txt to determine how the superseded data were derived.
 HF0572
 HF0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4098470617(NAD 83)
 HF0572_MARKER: DE = TRAVERSE STATION DISK
 HF0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0572_STAMPING: KELLOGG 1972
 HF0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0572+STABILITY: SURFACE MOTION
 HF0572
 HF0572  HISTORY     - Date     Condition        Report By
 HF0572  HISTORY     - 1972     MONUMENTED       NGS
 HF0572  HISTORY     - 1972     GOOD             NGS
 HF0572  HISTORY     - 1978     GOOD             NGS
 HF0572
 HF0572                          STATION DESCRIPTION
 HF0572
 HF0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0572'THE STATION IS ABOUT 3.5 MILES WEST OF THE CENTER OF WICHITA, IN THE
 HF0572'MEDIAN OF INTERSTATE HIGHWAY 235, IN SEC. 26, T 27 S, R 1 W.
 HF0572'
 HF0572'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 54 AND
 HF0572'INTERSTATE HIGHWAY 235 (EXIT 7A), GO SOUTH FOR 0.1 MILE TO THE
 HF0572'STATION ON THE LEFT.
 HF0572'
 HF0572'STATION MARKS ARE STANDARD DISKS, STAMPED KELLOGG 1972.  THE SURFACE
 HF0572'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 HF0572'THAT IS FLUSH WITH THE GROUND.  IT IS 45.5 FEET WEST OF THE NORTH
 HF0572'BOUND LANE OF HIGHWAY 235 AND 39.5 FEET EAST OF THE SOUTH BOUND
 HF0572'LANE OF HIGHWAY 235 AND 18.1 FEET SOUTH OF THE WITNESS POST.  THE
 HF0572'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HF0572'INCHES BELOW THE GROUND SURFACE.
 HF0572'
 HF0572'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KELLOGG NO 1 1972,
 HF0572'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST WING WALL OF THE CONCRETE
 HF0572'BRIDGE OF THE NORTH BOUND LANE OF HIGHWAY 235.  IT IS 20.0 FEET
 HF0572'WEST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 235 AND 24.5
 HF0572'FEET EAST OF THE WITNESS POST.  IT IS ABOUT 1 FOOT HIGHER THAN
 HF0572'THE STATION.
 HF0572'
 HF0572'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KELLOGG NO 2 1972,
 HF0572'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST WING WALL OF THE CONCRETE
 HF0572'BRIDGE OF THE SOUTH BOUND LANE OF HIGHWAY 235 AND 21.2 FEET WEST OF
 HF0572'THE WITNESS POST.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 HF0572'
 HF0572'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KELLOGG NO 3 1972, SET
 HF0572'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 HF0572'WITH THE GROUND.  IT IS 65.0 FEET WEST OF THE CENTER OF THE SOUTH
 HF0572'BOUND LANE OF HIGHWAY 235, 1.6 FEET SOUTH OF THE WITNESS POST AND
 HF0572'1.0 FOOT EAST OF THE RIGHT-OF-WAY FENCE.
 HF0572'
 HF0572'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON HIGHWAY 235
 HF0572'FOR 1.15 MILES TO THE MARK ON THE RIGHT, IN THE RIGHT-OF-WAY FENCE
 HF0572'WITH A WITNESS POST.
 HF0572'
 HF0572'NEAREST TOWN--WICHITA.
 HF0572'
 HF0572'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
 HF0572
 HF0572                          STATION RECOVERY (1972)
 HF0572
 HF0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0572'0.1 MI S FROM WICHITA.
 HF0572'ABOUT 0.1 MILE SOUTH ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0572'OVERPASS FOR U.S. HIGHWAY 54 AT THE WEST SIDE OF WICHITA, IN THE
 HF0572'MEDIAN AT THE SOUTH END OF THE OVERPASS.  IT IS 45.5 FEET WEST
 HF0572'OF THE NORTH BOUND LANE OF THE INTERSTATE, 39.5 FEET OF THE
 HF0572'SOUTH BOUND LANE OF THE INTERSTATE, 18.1 FEET SOUTH OF A METAL
 HF0572'WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HF0572'GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF THE SOUTH BOUND
 HF0572'LANE OF INTERSTATE HIGHWAY 235.  STATION CAN ALSO BE REACHED
 HF0572'BY GOING 8.65 MILES WEST-SOUTHWEST ALONG INTERSTATE HIGHWAY 235
 HF0572'FROM THE OVERPASS FOR U.S. HIGHWAY 81 AT THE NORTH EDGE OF
 HF0572'WICHITA.  SECTION 26, T 27 S, R 1 W.
 HF0572
 HF0572                          STATION RECOVERY (1978)
 HF0572
 HF0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 HF0572'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 HF0572'IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT SEARCHED FOR.
 HF0572'
 HF0572'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MI. SW OF
 HF0572'WICHITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1284 ***********************************************************************
 HF1284  DESIGNATION -  KELLOGG
 HF1284  PID         -  HF1284
 HF1284  STATE/COUNTY-  KS/COWLEY
 HF1284  USGS QUAD   -  AKRON (1965)
 HF1284
 HF1284                         *CURRENT SURVEY CONTROL
 HF1284  ___________________________________________________________________
 HF1284* NAD 83(1997)-  37 15 33.96907(N)    097 06 50.65861(W)     ADJUSTED  
 HF1284* NAVD 88     -       359.     (meters)    1178.     (feet)  SCALED    
 HF1284  ___________________________________________________________________
 HF1284  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 HF1284  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 HF1284
 HF1284  HORZ ORDER  -  SECOND
 HF1284
 HF1284.The horizontal coordinates were established by classical geodetic methods
 HF1284.and adjusted by the National Geodetic Survey in October 1998..
 HF1284
 HF1284.The orthometric height was scaled from a topographic map.
 HF1284
 HF1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1284
 HF1284.The geoid height was determined by GEOID03.
 HF1284
 HF1284;                    North         East     Units Scale Factor Converg.
 HF1284;SPC KS S     -   466,702.594   522,939.036   MT  1.00000143   +0 51 06.1
 HF1284;UTM  14      - 4,125,319.772   667,238.778   MT  0.99994454   +1 08 31.4
 HF1284
 HF1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1284!SPC KS S     -   0.99994818  x   1.00000143  =   0.99994961
 HF1284!UTM  14      -   0.99994818  x   0.99994454  =   0.99989273
 HF1284
 HF1284|---------------------------------------------------------------------|
 HF1284| PID    Reference Object                     Distance      Geod. Az  |
 HF1284|                                                           dddmmss.s |
 HF1284| HF1287 21 B                                 34.244 METERS 00414     |
 HF1284| HF1286 KELLOGG COOP GRAIN ELEVATOR         423.220 METERS 1195111.0 |
 HF1284| CL4645 KELLOGG AZ MK                                      1801902.1 |
 HF1284| HF1290 OXFORD PARITY MILLS ELEVATOR        APPROX. 4.9 KM 2820823.2 |
 HF1284| HF1293 OXFORD TANK                         APPROX. 5.3 KM 2903940.0 |
 HF1284| CL4646 KELLOGG RM 1                         27.610 METERS 30023     |
 HF1284|---------------------------------------------------------------------|
 HF1284
 HF1284                          SUPERSEDED SURVEY CONTROL
 HF1284
 HF1284  NAD 83(1997)-  37 15 33.97158(N)    097 06 50.65350(W) AD(       ) 2
 HF1284  NAD 83(1986)-  37 15 33.98060(N)    097 06 50.65040(W) AD(       ) 2
 HF1284  NAD 27      -  37 15 33.89562(N)    097 06 49.50686(W) AD(       ) 2
 HF1284
 HF1284.Superseded values are not recommended for survey control.
 HF1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1284.See file dsdata.txt to determine how the superseded data were derived.
 HF1284
 HF1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6723925320(NAD 83)
 HF1284_MARKER: DS = TRIANGULATION STATION DISK
 HF1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1284
 HF1284  HISTORY     - Date     Condition        Report By
 HF1284  HISTORY     - 1957     MONUMENTED       CGS
 HF1284  HISTORY     - 1985     GOOD             LOCENG
 HF1284
 HF1284                          STATION DESCRIPTION
 HF1284
 HF1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1284'THE STATION IS LOCATED ALONG THE EAST SIDE OF COUNTY ROUTE 3,
 HF1284'ABOUT 3 MILES EAST SOUTHEAST OF OXFORD, 35 FEET EAST OF THE
 HF1284'CENTERLINE OF THE HIGHWAY, 55 FEET SOUTH OF THE SOUTH RAIL OF
 HF1284'THE RAILROAD TRACKS AND 6 FEET NORTH OF THE FENCE CORNER.
 HF1284'
 HF1284'TO REACH, FROM THE MAIN INTERSECTION IN OXFORD, GO EAST, ON
 HF1284'U.S. HIGHWAY 160, FOR 3.7 MILES TO CROSSROADS AND THE AZIMUTH
 HF1284'MARK, TURN LEFT, AND GO NORTH, ON COUNTY ROUTE 3, FOR 0.85
 HF1284'MILE TO RAILROAD CROSSING AND THE STATION.
 HF1284'
 HF1284'THE STATION MARK IS A STANDARD DISK, STAMPED KELLOGG 1957,
 HF1284'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HF1284'PROJECTS ABOUT 4 INCHES.
 HF1284'
 HF1284'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KELLOGG NO 1
 HF1284'1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HF1284'PROJECTS ABOUT 6 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 HF1284'STATION.  IT IS LOCATED 25 FEET WEST OF THE CENTERLINE OF COUNTY
 HF1284'ROUTE 3 AND 60 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 HF1284'TRACKS.
 HF1284'
 HF1284'REFERENCE MARK NUMBER 2 IS A U.S. GEOLOGICAL SURVEY BENCH MARK,
 HF1284'STAMPED 21 B 1942, SET IN THE TOP OF A 8 INCH SQUARE CONCRETE
 HF1284'MONUMENT WHICH PROJECTS ABOUT 6 INCHES AND IS ABOUT 3 FEET
 HF1284'HIGHER THAN THE STATION.  IT IS LOCATED 46 FEET NORTH OF THE
 HF1284'NORTH RAIL OF THE RAILROAD TRACKS, 40 FEET EAST OF THE CENTERLINE
 HF1284'OF COUNTY ROUTE 3 AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 HF1284'EAST-WEST GRAVELED ROAD.
 HF1284'
 HF1284'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KELLOGG 1957,
 HF1284'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HF1284'PROJECTS ABOUT 6 INCHES.  IT IS LOCATED 100 FEET NORTH OF THE
 HF1284'CENTERLINE OF U.S. HIGHWAY 160, ABOUT 36 FEET WEST OF THE
 HF1284'CENTERLINE OF COUNTY ROUTE 3 AND 2 FEET EAST OF A POWERLINE POLE.
 HF1284
 HF1284                          STATION RECOVERY (1985)
 HF1284
 HF1284'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (DMU)
 HF1284'KELLOGG 1957 FOUND GOOD AND UNDAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1286 ***********************************************************************
 HF1286  DESIGNATION -  KELLOGG COOP GRAIN ELEVATOR
 HF1286  PID         -  HF1286
 HF1286  STATE/COUNTY-  KS/COWLEY
 HF1286  USGS QUAD   -  AKRON (1965)
 HF1286
 HF1286                         *CURRENT SURVEY CONTROL
 HF1286  ___________________________________________________________________
 HF1286* NAD 83(1997)-  37 15 27.13521(N)    097 06 35.76275(W)     ADJUSTED  
 HF1286* NAVD 88     -                                                        
 HF1286  ___________________________________________________________________
 HF1286  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 HF1286  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 HF1286
 HF1286  HORZ ORDER  -  THIRD
 HF1286
 HF1286.The horizontal coordinates were established by classical geodetic methods
 HF1286.and adjusted by the National Geodetic Survey in October 1998..
 HF1286
 HF1286
 HF1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1286
 HF1286.The geoid height was determined by GEOID03.
 HF1286
 HF1286;                    North         East     Units Scale Factor Converg.
 HF1286;SPC KS S     -   466,497.404   523,309.189   MT  1.00000181   +0 51 15.2
 HF1286;UTM  14      - 4,125,116.472   667,609.945   MT  0.99994607   +1 08 40.2
 HF1286
 HF1286                          SUPERSEDED SURVEY CONTROL
 HF1286
 HF1286  NAD 83(1997)-  37 15 27.13763(N)    097 06 35.75758(W) AD(       ) 4
 HF1286  NAD 83(1986)-  37 15 27.14670(N)    097 06 35.75430(W) AD(       ) 4
 HF1286  NAD 27      -  37 15 27.06466(N)    097 06 34.61320(W) AD(       ) 3
 HF1286
 HF1286.Superseded values are not recommended for survey control.
 HF1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1286.See file dsdata.txt to determine how the superseded data were derived.
 HF1286
 HF1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6761025116(NAD 83)
 HF1286_MARKER: 65 = GRAIN ELEVATOR
 HF1286
 HF1286  HISTORY     - Date     Condition        Report By
 HF1286  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1286
 HF1286                          STATION DESCRIPTION
 HF1286
 HF1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1286'THE STATION IS LOCATED IN THE VILLAGE OF KELLOGG, WHICH IS ABOUT
 HF1286'7 MILES AIRLINE WEST OF WINFIELD.
 HF1286'
 HF1286'THE ELEVATOR IS A GROUP OF CONCRETE TANKS ABOUT 110 FEET HIGH
 HF1286'WITH A 20 FOOT HEADHOUSE ON TOP.  THE CENTER OF THE TOP OF
 HF1286'HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0573 ***********************************************************************
 HF0573  DESIGNATION -  KELLOGG RM 1
 HF0573  PID         -  HF0573
 HF0573  STATE/COUNTY-  KS/SEDGWICK
 HF0573  USGS QUAD   -  WICHITA WEST (1982)
 HF0573
 HF0573                         *CURRENT SURVEY CONTROL
 HF0573  ___________________________________________________________________
 HF0573* NAD 83(1997)-  37 40 19.14315(N)    097 24 04.59683(W)     ADJUSTED  
 HF0573* NAVD 88     -       408.333  (meters)    1339.67   (feet)  ADJUSTED  
 HF0573  ___________________________________________________________________
 HF0573  X           -    -651,181.475 (meters)                     COMP
 HF0573  Y           -  -5,012,944.932 (meters)                     COMP
 HF0573  Z           -   3,876,922.352 (meters)                     COMP
 HF0573  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HF0573  ELLIP HEIGHT-         379.54  (meters)          (07/29/04) GPS OBS
 HF0573  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0573  DYNAMIC HT  -         408.011 (meters)    1338.62  (feet)  COMP
 HF0573  MODELED GRAV-     979,828.3   (mgal)                       NAVD 88
 HF0573
 HF0573  HORZ ORDER  -  FIRST
 HF0573  VERT ORDER  -  SECOND    CLASS 0
 HF0573  ELLP ORDER  -  FOURTH    CLASS II
 HF0573
 HF0573.The horizontal coordinates were established by GPS observations
 HF0573.and adjusted by the National Geodetic Survey in October 2002..
 HF0573
 HF0573.The orthometric height was determined by differential leveling
 HF0573.and adjusted by the National Geodetic Survey in June 1991..
 HF0573
 HF0573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF0573
 HF0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0573
 HF0573.The ellipsoidal height was determined by GPS observations
 HF0573.and is referenced to NAD 83.
 HF0573
 HF0573.The geoid height was determined by GEOID03.
 HF0573
 HF0573.The dynamic height is computed by dividing the NAVD 88
 HF0573.geopotential number by the normal gravity value computed on the
 HF0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0573.degrees latitude (g = 980.6199 gals.).
 HF0573
 HF0573.The modeled gravity was interpolated from observed gravity values.
 HF0573
 HF0573;                    North         East     Units Scale Factor Converg.
 HF0573;SPC KS S     -   512,145.780   496,924.241   MT  0.99994506   +0 40 30.7
 HF0573;UTM  14      - 4,170,624.315   640,991.187   MT  0.99984485   +0 58 37.9
 HF0573
 HF0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0573!SPC KS S     -   0.99994045  x   0.99994506  =   0.99988551
 HF0573!UTM  14      -   0.99994045  x   0.99984485  =   0.99978531
 HF0573
 HF0573                          SUPERSEDED SURVEY CONTROL
 HF0573
 HF0573  ELLIP H (10/23/02)  379.56   (m)                       GP(       ) 4 1
 HF0573  NAVD 88 (10/23/02)  408.33   (m)         1339.7    (f) LEVELING    3  
 HF0573  NGVD 29 (??/??/92)  408.189  (m)         1339.20   (f) ADJ UNCH    2 0
 HF0573
 HF0573.Superseded values are not recommended for survey control.
 HF0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0573.See file dsdata.txt to determine how the superseded data were derived.
 HF0573
 HF0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4099170624(NAD 83)
 HF0573_MARKER: DR = REFERENCE MARK DISK
 HF0573_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HF0573_SP_SET: BRIDGE ABUTMENT
 HF0573_STAMPING: KELLOGG NO 1 1972
 HF0573_MARK LOGO: NGS   
 HF0573_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0573+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 HF0573
 HF0573  HISTORY     - Date     Condition        Report By
 HF0573  HISTORY     - 1972     MONUMENTED       NGS
 HF0573  HISTORY     - 20020827 GOOD             NGS
 HF0573
 HF0573                          STATION DESCRIPTION
 HF0573
 HF0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0573'0.1 MI S FROM WICHITA.
 HF0573'ABOUT 0.1 MILE SOUTH ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0573'OVERPASS FOR U.S. HIGHWAY 54 AT THE WEST SIDE OF WICHITA,
 HF0573'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST WING WALL OF THE
 HF0573'CONCRETE BRIDGE OF THE NORTH BOUND LANE OF INTERSTATE 235.  IT
 HF0573'IS 20.0 FEET WEST OF THE CENTER OF THE NORTH BOUND LANE, 24.5
 HF0573'FEET EAST OF A METAL WITNESS POST AND LEVEL WITH THE SOUTH
 HF0573'BOUND LANE OF INTERSTATE HIGHWAY 235.  SECTION 26, T 27 S,
 HF0573'R 1 W.
 HF0573
 HF0573                          STATION RECOVERY (2002)
 HF0573
 HF0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JA)
 HF0573'RECOVERED AS DESCRIBED. DJA 9/4/2002
 HF0573'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0571 ***********************************************************************
 HF0571  DESIGNATION -  KELLOGG RM 2
 HF0571  PID         -  HF0571
 HF0571  STATE/COUNTY-  KS/SEDGWICK
 HF0571  USGS QUAD   -  WICHITA WEST (1982)
 HF0571
 HF0571                         *CURRENT SURVEY CONTROL
 HF0571  ___________________________________________________________________
 HF0571* NAD 83(1986)-  37 40 18.     (N)    097 24 04.     (W)     SCALED    
 HF0571* NAVD 88     -       408.326  (meters)    1339.65   (feet)  ADJUSTED  
 HF0571  ___________________________________________________________________
 HF0571  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0571  DYNAMIC HT  -         408.003 (meters)    1338.59  (feet)  COMP
 HF0571  MODELED GRAV-     979,828.3   (mgal)                       NAVD 88
 HF0571
 HF0571  VERT ORDER  -  SECOND    CLASS 0
 HF0571
 HF0571.The horizontal coordinates were scaled from a topographic map and have
 HF0571.an estimated accuracy of +/- 6 seconds.
 HF0571
 HF0571.The orthometric height was determined by differential leveling
 HF0571.and adjusted by the National Geodetic Survey in June 1991..
 HF0571
 HF0571.The geoid height was determined by GEOID03.
 HF0571
 HF0571.The dynamic height is computed by dividing the NAVD 88
 HF0571.geopotential number by the normal gravity value computed on the
 HF0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0571.degrees latitude (g = 980.6199 gals.).
 HF0571
 HF0571.The modeled gravity was interpolated from observed gravity values.
 HF0571
 HF0571;                    North         East    Units  Estimated Accuracy
 HF0571;SPC KS S     -   512,110.      496,940.      MT  (+/- 180 meters Scaled)
 HF0571
 HF0571                          SUPERSEDED SURVEY CONTROL
 HF0571
 HF0571  NGVD 29 (??/??/92)  408.181  (m)         1339.17   (f) ADJ UNCH    2 0
 HF0571
 HF0571.Superseded values are not recommended for survey control.
 HF0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0571.See file dsdata.txt to determine how the superseded data were derived.
 HF0571
 HF0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG410705(NAD 83)
 HF0571_MARKER: DR = REFERENCE MARK DISK
 HF0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0571_SP_SET: BRIDGE
 HF0571_STAMPING: KELLOGG NO 2 1972
 HF0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0571
 HF0571  HISTORY     - Date     Condition        Report By
 HF0571  HISTORY     - 1972     MONUMENTED       NGS
 HF0571
 HF0571                          STATION DESCRIPTION
 HF0571
 HF0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0571'0.1 MI S FROM WICHITA.
 HF0571'ABOUT 0.1 MILE SOUTH ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0571'OVERPASS FOR U.S. HIGHWAY 54 AT THE WEST SIDE OF WICHITA,
 HF0571'CEMENTED IN A DRILL HOLE OF INTERSTATE 235, 21.2 FEET WEST OF
 HF0571'A METAL WITNESS POST AND ABOUT LEVEL WITH THE SOUTH BOUND LANE OF
 HF0571'INTERSTATE HIGHWAY 235.  SECTION 26, T 27 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0574 ***********************************************************************
 HF0574  DESIGNATION -  KELLOGG RM 3
 HF0574  PID         -  HF0574
 HF0574  STATE/COUNTY-  KS/SEDGWICK
 HF0574  USGS QUAD   -  WICHITA WEST (1982)
 HF0574
 HF0574                         *CURRENT SURVEY CONTROL
 HF0574  ___________________________________________________________________
 HF0574* NAD 83(1986)-  37 39 17.     (N)    097 24 04.     (W)     SCALED    
 HF0574* NAVD 88     -       394.511  (meters)    1294.32   (feet)  ADJUSTED  
 HF0574  ___________________________________________________________________
 HF0574  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0574  DYNAMIC HT  -         394.199 (meters)    1293.30  (feet)  COMP
 HF0574  MODELED GRAV-     979,827.8   (mgal)                       NAVD 88
 HF0574
 HF0574  VERT ORDER  -  SECOND    CLASS 0
 HF0574
 HF0574.The horizontal coordinates were scaled from a topographic map and have
 HF0574.an estimated accuracy of +/- 6 seconds.
 HF0574
 HF0574.The orthometric height was determined by differential leveling
 HF0574.and adjusted by the National Geodetic Survey in June 1991..
 HF0574
 HF0574.The geoid height was determined by GEOID03.
 HF0574
 HF0574.The dynamic height is computed by dividing the NAVD 88
 HF0574.geopotential number by the normal gravity value computed on the
 HF0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0574.degrees latitude (g = 980.6199 gals.).
 HF0574
 HF0574.The modeled gravity was interpolated from observed gravity values.
 HF0574
 HF0574;                    North         East    Units  Estimated Accuracy
 HF0574;SPC KS S     -   510,230.      496,960.      MT  (+/- 180 meters Scaled)
 HF0574
 HF0574                          SUPERSEDED SURVEY CONTROL
 HF0574
 HF0574  NGVD 29 (??/??/92)  394.368  (m)         1293.86   (f) ADJ UNCH    2 0
 HF0574
 HF0574.Superseded values are not recommended for survey control.
 HF0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0574.See file dsdata.txt to determine how the superseded data were derived.
 HF0574
 HF0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG410687(NAD 83)
 HF0574_MARKER: DR = REFERENCE MARK DISK
 HF0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0574_STAMPING: KELLOGG NO 3 1972
 HF0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0574+STABILITY: SURFACE MOTION
 HF0574
 HF0574  HISTORY     - Date     Condition        Report By
 HF0574  HISTORY     - 1972     MONUMENTED       NGS
 HF0574
 HF0574                          STATION DESCRIPTION
 HF0574
 HF0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0574'1.2 MI S FROM WICHITA.
 HF0574'ABOUT 1.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0574'OVERPASS FOR U.S. HIGHWAY 54 AT THE WEST SIDE OF WICHITA, IT IS
 HF0574'65.0 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF THE
 HF0574'INTERSTATE, 1.6 FEET SOUTH OF A METAL WITNESS POST, 1.0 FOOT EAST
 HF0574'OF THE RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A CONCRETE
 HF0574'POST FLUSH WITH THE GROUND.  SECTION 35, T 27 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1277 ***********************************************************************
 KE1277  DESIGNATION -  KELLY
 KE1277  PID         -  KE1277
 KE1277  STATE/COUNTY-  KS/NEMAHA
 KE1277  USGS QUAD   -  ONEIDA (1961)
 KE1277
 KE1277                         *CURRENT SURVEY CONTROL
 KE1277  ___________________________________________________________________
 KE1277* NAD 83(1997)-  39 46 26.37922(N)    095 59 11.08836(W)     ADJUSTED  
 KE1277* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 KE1277  ___________________________________________________________________
 KE1277  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 KE1277  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 KE1277
 KE1277  HORZ ORDER  -  FIRST
 KE1277
 KE1277.The horizontal coordinates were established by classical geodetic methods
 KE1277.and adjusted by the National Geodetic Survey in October 1998..
 KE1277
 KE1277.The orthometric height was scaled from a topographic map.
 KE1277
 KE1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1277
 KE1277.The geoid height was determined by GEOID03.
 KE1277
 KE1277;                    North         East     Units Scale Factor Converg.
 KE1277;SPC KS N     -   161,853.298   572,498.986   MT  0.99999850   +1 16 26.5
 KE1277;UTM  15      - 4,406,940.018   244,220.974   MT  1.00040552   -1 54 41.9
 KE1277;UTM  14      - 4,407,018.063   758,106.730   MT  1.00042025   +1 55 44.5
 KE1277
 KE1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1277!SPC KS N     -   0.99994069  x   0.99999850  =   0.99993919
 KE1277!UTM  15      -   0.99994069  x   1.00040552  =   1.00034618
 KE1277!UTM  14      -   0.99994069  x   1.00042025  =   1.00036091
 KE1277
 KE1277|---------------------------------------------------------------------|
 KE1277| PID    Reference Object                     Distance      Geod. Az  |
 KE1277|                                                           dddmmss.s |
 KE1277| CL7230 KELLY RM 1                           36.027 METERS 00237     |
 KE1277| CL7229 KELLY AZ MK                                        1104237.6 |
 KE1277| CL7231 KELLY RM 2                           39.398 METERS 18022     |
 KE1277| KF0969 KELLY ST BEADS CATH CH SPIRE        APPROX. 4.1 KM 1985613.2 |
 KE1277| KF0977 CENTRALIA MUNICIPAL TANK            APPROX.13.2 KM 2473512.1 |
 KE1277| KF0966 SENECA MUNICIPAL STANDPIPE          APPROX.10.1 KM 3143613.6 |
 KE1277| KF0965 SENECA ST PETER AND PAUL CH         APPROX. 9.6 KM 3173309.2 |
 KE1277|---------------------------------------------------------------------|
 KE1277
 KE1277                          SUPERSEDED SURVEY CONTROL
 KE1277
 KE1277  NAD 83(1997)-  39 46 26.38154(N)    095 59 11.08739(W) AD(       ) 1
 KE1277  NAD 83(1986)-  39 46 26.38599(N)    095 59 11.08543(W) AD(       ) 1
 KE1277  NAD 27      -  39 46 26.39600(N)    095 59 10.09500(W) AD(       ) 1
 KE1277
 KE1277.Superseded values are not recommended for survey control.
 KE1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1277.See file dsdata.txt to determine how the superseded data were derived.
 KE1277
 KE1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE4422106940(NAD 83)
 KE1277_MARKER: DS = TRIANGULATION STATION DISK
 KE1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1277
 KE1277  HISTORY     - Date     Condition        Report By
 KE1277  HISTORY     - 1934     MONUMENTED       CGS
 KE1277  HISTORY     - 1947     GOOD             CGS
 KE1277  HISTORY     - 1950     GOOD             CGS
 KE1277
 KE1277                          STATION DESCRIPTION
 KE1277
 KE1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KE1277'STATION IS LOCATED NEAR THE CENTER OF SEC. 20, T. 3 S., R.
 KE1277'13 E., ON THE HIGHEST PART OF A HILL WHICH IS THE HIGHEST POINT
 KE1277'IN THE VICINITY.  MARK IS ON THE HALF-SECTION LINE
 KE1277'BETWEEN TWO CULTIVATED FIELDS.
 KE1277'
 KE1277'REFERENCE MARK NO. 1 IS NORTH OF THE STATION 36.120
 KE1277'METERS (118.50 FEET), ALONG NORTH-AND-SOUTH FENCE.
 KE1277'
 KE1277'REFERENCE MARK NO. 2 IS NORTH OF STATION 39.420
 KE1277'METERS (129.33 FEET), ALONG NORTH-AND-SOUTH FENCE.
 KE1277'
 KE1277'AZIMUTH MARK IS EAST OF SOUTHEAST OF STATION 0.5
 KE1277'MILE ALONG NORTH-AND-SOUTH FENCE LINE AND ON THE WEST SIDE OF THE
 KE1277'NORTH-AND-SOUTH ROAD.
 KE1277'
 KE1277'REACHED FROM KELLY POST OFFICE BY GOING NORTH ON MAIN STREET
 KE1277'0.1 MILE, THEN WEST 50 FEET, NORTH 1.0 MILE, EAST 0.5 MILE,
 KE1277'NORTH 1.0 MILE, EAST 0.5 MILE TO BOTTOM OF THE HILL, THEN
 KE1277'NORTH ALONG HALF-SECTION-LINE 0.4 MILE TO TOP OF HILL AND STATION.
 KE1277'
 KE1277'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 KE1277
 KE1277                          STATION RECOVERY (1947)
 KE1277
 KE1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KE1277'THE STATION, AZIMUTH MARK AND REFERENCE MARKS NOS 1 AND 2,
 KE1277'RECOVERED AND FOUND IN GOOD CONDITION.
 KE1277'FOLLOWING IS A COMPLETE DESCRIPTION.
 KE1277'
 KE1277'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF THE SMALL
 KE1277'SETTLEMENT OF KELLY, 7.5 MILES SOUTHEAST OF SENECA AND 10.0
 KE1277'MILES NORTHEAST OF CENTRALIA, ON THE HIGHEST POINT OF A HILL
 KE1277'WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS SET
 KE1277'UNDER THE NORTH-SOUTH SECTION LINE FENCE.  IT IS STAMPED KELLY
 KE1277'1934 AND PROJECTS 6 INCHES.
 KE1277'
 KE1277'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 6 FEET EAST OF
 KE1277'THE NORTH-SOUTH SECTION LINE FENCE.  IT IS STAMPED KELLY NO
 KE1277'1 1934 AND PROJECTS 8 INCHES.
 KE1277'
 KE1277'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 1 FOOT WEST OF
 KE1277'THE NORTH-SOUTH SECTION LINE FENCE.  IT IS STAMPED KELLY NO 2
 KE1277'1934 AND PROJECTS 6 INCHES.
 KE1277'
 KE1277'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION,
 KE1277'18 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH DIRT ROAD, SET
 KE1277'IN THE HEDGE LINE ON THE EAST SIDE OF A CULTIVATED FIELD.  IT
 KE1277'IS STAMPED KELLY AZI 1934 AND PROJECTS 4 INCHES.
 KE1277'
 KE1277'TO REACH THE STATION FROM THE POST OFFICE IN KELLY, GO NORTH ON
 KE1277'MAIN STREET FOR 0.05 MILE, TURN LEFT FOR ABOUT 50 FEET, THEN
 KE1277'RIGHT NORTH FOR 1.0 MILE, THENCE RIGHT EAST FOR 0.5 MILE, THENCE
 KE1277'LEFT NORTH FOR 1.0 MILE TO CROSS ROADS, THENCE RIGHT FOR 0.5 MILE
 KE1277'TO BOTTOM OF HILL, (CONTINUE EAST ON EAST-WEST DIRT ROAD FOR 0.4
 KE1277'MILE TO CROSS ROADS, TURN LEFT AND GO NORTH FOR 0.15 MILE TO
 KE1277'THE AZIMUTH MARK ON THE LEFT IN HEDGE ROW AS DESCRIBED)
 KE1277'THEN NORTH ALONG FENCE LINE FOR 0.4 MILE TO THE TOP OF THE
 KE1277'HILL AND STATION AS DESCRIBED.
 KE1277'
 KE1277'OBSERVATIONS MADE FROM A 37 FOOT STEEL TOWER.
 KE1277'
 KE1277'A 74 FOOT SIGNAL AT STATION CORNING 1934 IS V.G.
 KE1277'
 KE1277'AN 87 FOOT SIGNAL AT STATION COLLEGE HILL IS V.G.
 KE1277'
 KE1277'A 74 FOOT SIGNAL AT STATION HAROLD IS V.G.
 KE1277'
 KE1277'AN 87 FOOT SIGNAL AT STATION BAILEYVILLE IS V.G.
 KE1277'
 KE1277'A 60 FOOT SIGNAL AT STATION SENECA IS V.G.
 KE1277'
 KE1277'A 4 FOOT SIGNAL AT STATION MEYER 1934 IS V.G.
 KE1277
 KE1277                          STATION RECOVERY (1950)
 KE1277
 KE1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KE1277'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 KE1277'AS DESCRIBED BY R.L.E. IN 1947 AND FOUND IN GOOD CONDITION.  ROAD
 KE1277'CONSTRUCTION REQUIRES A NEW, TO REACH DESCRIPTION.  A COMPLETE
 KE1277'DESCRIPTION FOLLOWS.
 KE1277'
 KE1277'STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF CENTRALIA, 7
 KE1277'AND 1/2 MILES SOUTHEAST OF SENECA AND 2 AND 1/2 MILES
 KE1277'NORTH-NORTHEAST OF KELLY ON THE HIGHEST POINT IN THE IMMEDIATE
 KE1277'VICINITY IN A NORTH-SOUTH HALF-SECTION LINE FENCE.  THE
 KE1277'MARK PROJECTS 6 INCHES AND THE DISC IS STAMPED KELLY 1934.
 KE1277'
 KE1277'REFERENCE MARK NO. 1 IS 36.027 METERS (118.20 FEET) NORTH OF THE
 KE1277'STATION AND 6 FEET EAST OF FENCE.  THE MARK PROJECTS 8 INCHES
 KE1277'AND IS STAMPED KELLY NO 1 1934.
 KE1277'
 KE1277'REFERENCE MARK NO. 2 IS 39.398 METERS (129.26 FEET) SOUTH OF
 KE1277'THE STATION AND 1 FOOT WEST OF FENCE.  IT IS STAMPED KELLY
 KE1277'NO 2 1934 AND PROJECTS 6 INCHES.
 KE1277'
 KE1277'AZIMUTH MARK IS 0.5 MILE EAST-SOUTHEAST OF THE STATION, 18
 KE1277'FEET WEST OF THE CENTER OF ROAD AND IN A HEDGE ROW.  IT IS
 KE1277'STAMPED KELLY AZI 1934 AND PROJECTS 4 INCHES.
 KE1277'
 KE1277'TO REACH THE STATION FROM THE POSTOFFICE IN KELLY, GO NORTH
 KE1277'THEN RIGHT (NORTH) FOR 1.0 MILE.  TURN RIGHT AND GO EAST FOR
 KE1277'0.5 MILE.  TURN LEFT AND GO NORTH FOR 1.0 MILE TO CROSSROADS.
 KE1277'TURN RIGHT AND GO EAST FOR 0.35 MILE TO FARM BUILDINGS ON
 KE1277'LEFT.  (CONTINUE EAST FOR 0.65 MILE TO CROSSROADS.  TURN LEFT AND
 KE1277'GO NORTH FOR 0.15 MILE TO AZIMUTH MARK ON THE LEFT.) TURN
 KE1277'LEFT OR NORTH INTO FARMYARD, PASS BETWEEN HOUSE AND BARN
 KE1277'AND FOLLOW CONTOUR RIDGE NORTH AND EAST FOR 0.4 MILE TO
 KE1277'HALF-SECTION LINE FENCE.  TURN LEFT AND GO NORTH ALONG THE
 KE1277'WEST SIDE OF FENCE FOR 0.1 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0969 ***********************************************************************
 KF0969  DESIGNATION -  KELLY ST BEADS CATH CH SPIRE
 KF0969  PID         -  KF0969
 KF0969  STATE/COUNTY-  KS/NEMAHA
 KF0969  USGS QUAD   -  CORNING (1969)
 KF0969
 KF0969                         *CURRENT SURVEY CONTROL
 KF0969  ___________________________________________________________________
 KF0969* NAD 83(1997)-  39 44 21.58594(N)    096 00 06.54665(W)     ADJUSTED  
 KF0969* NAVD 88     -                                                        
 KF0969  ___________________________________________________________________
 KF0969  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 KF0969  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 KF0969
 KF0969  HORZ ORDER  -  THIRD
 KF0969
 KF0969.The horizontal coordinates were established by classical geodetic methods
 KF0969.and adjusted by the National Geodetic Survey in October 1998..
 KF0969
 KF0969
 KF0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0969
 KF0969.The geoid height was determined by GEOID03.
 KF0969
 KF0969;                    North         East     Units Scale Factor Converg.
 KF0969;SPC KS N     -   157,976.187   571,264.406   MT  0.99999316   +1 15 51.4
 KF0969;UTM  14      - 4,403,125.471   756,916.001   MT  1.00041270   +1 55 04.0
 KF0969;UTM  15      - 4,403,135.914   242,772.287   MT  1.00041468   -1 55 12.4
 KF0969
 KF0969                          SUPERSEDED SURVEY CONTROL
 KF0969
 KF0969  NAD 83(1997)-  39 44 21.58831(N)    096 00 06.54557(W) AD(       ) 4
 KF0969  NAD 83(1986)-  39 44 21.59244(N)    096 00 06.54323(W) AD(       ) 4
 KF0969  NAD 27      -  39 44 21.60100(N)    096 00 05.55500(W) AD(       ) 3
 KF0969
 KF0969.Superseded values are not recommended for survey control.
 KF0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0969.See file dsdata.txt to determine how the superseded data were derived.
 KF0969
 KF0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK5691603125(NAD 83)
 KF0969_MARKER: 90 = CHURCH SPIRE
 KF0969_SETTING: 0 = UNSPECIFIED SETTING
 KF0969
 KF0969  HISTORY     - Date     Condition        Report By
 KF0969  HISTORY     - 1934     FIRST OBSERVED   CGS
 KF0969
 KF0969                          STATION DESCRIPTION
 KF0969
 KF0969'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0920 ***********************************************************************
 HH0920  DESIGNATION -  KELT
 HH0920  PID         -  HH0920
 HH0920  STATE/COUNTY-  KS/MEADE
 HH0920  USGS QUAD   -  IRISH FLATS (1983)
 HH0920
 HH0920                         *CURRENT SURVEY CONTROL
 HH0920  ___________________________________________________________________
 HH0920* NAD 83(1997)-  37 02 56.31372(N)    100 23 52.62802(W)     ADJUSTED  
 HH0920* NAVD 88     -       760.     (meters)    2493.     (feet)  SCALED    
 HH0920  ___________________________________________________________________
 HH0920  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HH0920  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 HH0920
 HH0920  HORZ ORDER  -  FIRST
 HH0920
 HH0920.The horizontal coordinates were established by classical geodetic methods
 HH0920.and adjusted by the National Geodetic Survey in October 1998..
 HH0920
 HH0920.The orthometric height was scaled from a topographic map.
 HH0920
 HH0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0920
 HH0920.The geoid height was determined by GEOID03.
 HH0920
 HH0920;                    North         East     Units Scale Factor Converg.
 HH0920;SPC KS S     -   444,149.767   231,171.748   MT  1.00004992   -1 09 58.8
 HH0920;SPC OK N     -   229,987.956   386,699.339   MT  1.00006371   -1 24 54.5
 HH0920;SPC OK N     -   754,552.15  1,268,696.08   sFT  1.00006371   -1 24 54.5
 HH0920;UTM  14      - 4,101,219.246   375,692.119   MT  0.99979036   -0 50 32.5
 HH0920
 HH0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0920!SPC KS S     -   0.99988494  x   1.00004992  =   0.99993486
 HH0920!SPC OK N     -   0.99988494  x   1.00006371  =   0.99994864
 HH0920!UTM  14      -   0.99988494  x   0.99979036  =   0.99967533
 HH0920
 HH0920:                Primary Azimuth Mark                     Grid Az
 HH0920:SPC KS S     -  17 EV 247                                002 05 57.2
 HH0920:SPC OK N     -  17 EV 247                                002 20 52.9
 HH0920:UTM  14      -  17 EV 247                                001 46 30.9
 HH0920
 HH0920|---------------------------------------------------------------------|
 HH0920| PID    Reference Object                     Distance      Geod. Az  |
 HH0920|                                                           dddmmss.s |
 HH0920| HH0919 17 EV 247                           466.778 METERS 0005558.4 |
 HH0920| CL3262 KELT RM 1                             8.844 METERS 02149     |
 HH0920| CL3263 KELT RM 2                             8.623 METERS 15437     |
 HH0920|---------------------------------------------------------------------|
 HH0920
 HH0920                          SUPERSEDED SURVEY CONTROL
 HH0920
 HH0920  NAD 83(1997)-  37 02 56.32081(N)    100 23 52.62897(W) AD(       ) 1
 HH0920  NAD 83(1986)-  37 02 56.31757(N)    100 23 52.62509(W) AD(       ) 1
 HH0920  NAD 27      -  37 02 56.22030(N)    100 23 51.09271(W) AD(       ) 1
 HH0920
 HH0920.Superseded values are not recommended for survey control.
 HH0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0920.See file dsdata.txt to determine how the superseded data were derived.
 HH0920
 HH0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG7569201219(NAD 83)
 HH0920_MARKER: DE = TRAVERSE STATION DISK
 HH0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0920_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0920
 HH0920  HISTORY     - Date     Condition        Report By
 HH0920  HISTORY     - 1970     MONUMENTED       NGS
 HH0920
 HH0920                          STATION DESCRIPTION
 HH0920
 HH0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0920'STATION IS LOCATED ABOUT 16-1/2 MILES SOUTH-SOUTHWEST OF MEADE,
 HH0920'8 MILES SOUTH-SOUTHEAST OF MEADE COUNTY STATE PARK, 4 MILES EAST OF
 HH0920'STATE HIGHWAY 23, 3 MILES NORTH OF THE KANSAS-OKLAHOMA STATE LINE.
 HH0920'
 HH0920'TO REACH THE STATION FROM THE POST OFFICE IN MEADE, GO SOUTH ON STATE
 HH0920'HIGHWAY 23 FOR 8.2 MILE TO WHERE HIGHWAY BEARS TO THE
 HH0920'RIGHT.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 23 FOR 3.1 MILES TO
 HH0920'A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 8.95
 HH0920'MILES TO WHERE MAIN ROAD BEARS LEFT.  CONTINUE SOUTH ON GRAVELED
 HH0920'ROAD FOR 0.05 MILE TO A CROSS ROAD, CONTINUE SOUTH ON GRAVELED ROAD
 HH0920'FOR 0.05 MILE TO USGS BM 17 EV ON THE LEFT, THIS MARK WAS USED
 HH0920'FOR AN AZIMUTH MARK.  CONTINUE SOUTH ON GRAVELED ROAD FOR 0.3
 HH0920'MILE TO THE STATION ON THE RIGHT ON A SMALL CUT BANK, ABOUT 4
 HH0920'FEET HIGHER THAN THE ROAD.
 HH0920'
 HH0920'THE STATION AND UNDER GROUND MARKS ARE STANDARD TRAVERSE DISKS
 HH0920'STAMPED, KELT 1970, SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 HH0920'12 INCHES IN DIAMETER AND IS SET FLUSH WITH THE GROUND SURFACE.  IT
 HH0920'IS 38 FEET WEST OF CENTER OF GRAVELED ROAD, 18 FEET NORTH OF A
 HH0920'TELEPHONE POLE, 12.2 FEET WEST OF A METAL WITNESS POST.
 HH0920'
 HH0920'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KELT NO 1 1970, SET
 HH0920'IN THE TOP OF A 12 INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES
 HH0920'ABOVE THE SURFACE OF THE GROUND.  IT IS 27.8 FEET NORTH OF A METAL
 HH0920'WITNESS POST, 26 FEET WEST OF CENTER OF ROAD, 0.5 FEET WEST OF A
 HH0920'FENCE LINE.
 HH0920'
 HH0920'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, KELT NO 2 1970, SET
 HH0920'IN THE TOP OF A CONCRETE CYLINDER WHICH IS 12 INCHES IN DIAMETER
 HH0920'AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26
 HH0920'FEET WEST OF THE CENTER OF ROAD, 25 FEET SOUTH OF A METAL WITNESS
 HH0920'POST, 14 FEET SOUTH OF A TELEPHONE POLE, 0.5 FEET WEST OF A FENCE
 HH0920'LINE.
 HH0920'
 HH0920'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED, 2477
 HH0920'17 EV 1962, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH
 HH0920'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 28 FEET
 HH0920'EAST OF THE CENTER ROAD, 1.4FEET NORTHWEST OF A POWER LINE POLE,
 HH0920'0.5 FEET EAST OF A FENCE LINE.
 HH0920'
 HH0920'NOTE--THIS STATION IS LOCATED ON PROPERTY OWNED BY MR. HOWARD
 HH0920'KELTNER WHO LIVES ABOUT 0.3 MILE NORTHWEST OF THE STATION.
 HH0920'
 HH0920'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0702 ***********************************************************************
 KG0702  DESIGNATION -  KENSINGTON MUNICIPAL TANK
 KG0702  PID         -  KG0702
 KG0702  STATE/COUNTY-  KS/SMITH
 KG0702  USGS QUAD   -  KENSINGTON (1973)
 KG0702
 KG0702                         *CURRENT SURVEY CONTROL
 KG0702  ___________________________________________________________________
 KG0702* NAD 83(1997)-  39 46 02.99952(N)    099 01 52.76650(W)     ADJUSTED  
 KG0702* NAVD 88     -                                                        
 KG0702  ___________________________________________________________________
 KG0702  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 KG0702  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 KG0702
 KG0702  HORZ ORDER  -  THIRD
 KG0702
 KG0702.The horizontal coordinates were established by classical geodetic methods
 KG0702.and adjusted by the National Geodetic Survey in October 1998..
 KG0702
 KG0702
 KG0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0702
 KG0702.The geoid height was determined by GEOID03.
 KG0702
 KG0702;                    North         East     Units Scale Factor Converg.
 KG0702;SPC KS N     -   159,717.502   311,635.436   MT  0.99999747   -0 39 09.1
 KG0702;UTM  14      - 4,401,952.966   497,317.144   MT  0.99960009   -0 01 12.1
 KG0702
 KG0702                          SUPERSEDED SURVEY CONTROL
 KG0702
 KG0702  NAD 83(1997)-  39 46 03.00289(N)    099 01 52.76615(W) AD(       ) 4
 KG0702  NAD 83(1986)-  39 46 03.00517(N)    099 01 52.76659(W) AD(       ) 4
 KG0702  NAD 27      -  39 46 02.96300(N)    099 01 51.45700(W) AD(       ) 3
 KG0702
 KG0702.Superseded values are not recommended for survey control.
 KG0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0702.See file dsdata.txt to determine how the superseded data were derived.
 KG0702
 KG0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK9731701953(NAD 83)
 KG0702_MARKER: 53 = ELEVATED TANK
 KG0702
 KG0702  HISTORY     - Date     Condition        Report By
 KG0702  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0702  HISTORY     - 1968     GOOD             CGS
 KG0702  HISTORY     - 1984     GOOD             USPSQD
 KG0702
 KG0702                          STATION DESCRIPTION
 KG0702
 KG0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0702'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF KENSINGTON.  IT
 KG0702'IS 155 FEET EAST OF U.S. HIGHWAY 36, 66 FEET SOUTHEAST OF THE
 KG0702'SOUTHEAST CORNER OF A METHODIST EPISCOPAL CHURCH AND 25 FEET WEST
 KG0702'OF A NORTH-SOUTH ALLEY.  IT IS A 4 LEGGED STEEL STRUCTURE
 KG0702'SUPPORTING THE TANK PROPER AND HAS AN OVERALL HEIGHT OF ABOUT 125
 KG0702'FEET.  THE TANK IS SILVER IN COLOR AND HAS THE LETTERING
 KG0702'KENSINGTON ON THE WEST SIDE.  THE POINT OBSERVED UPON WAS THE BALL
 KG0702'AT THE APEX OF THE TANK.
 KG0702
 KG0702                          STATION RECOVERY (1968)
 KG0702
 KG0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KG0702'STATION RECOVERED IN GOOD CONDITION.
 KG0702
 KG0702                          STATION RECOVERY (1984)
 KG0702
 KG0702'RECOVERY NOTE BY US POWER SQUADRON 1984 (MSS)
 KG0702'STATION RECOVERED GOOD.
 KG0702'
 KG0702'THE STATION RECOVERED AS DESCRIBED EXCEPT U.S. HIGHWAY IS NOW
 KG0702'KANS HIGHWAY 248, THE METHODIST EPISCOPAL CHURCH IS NOW ASSEMBLY
 KG0702'OF GOD CHURCH AND THE TOP AND SIDES OF THE TANK ARE PAINTED
 KG0702'GREEN.  THE BOTTOM AND SUPPORTING STRUCTURE ARE STILL PAINTED
 KG0702'SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0705 ***********************************************************************
 KG0705  DESIGNATION -  KENSINGTON RESET
 KG0705  PID         -  KG0705
 KG0705  STATE/COUNTY-  KS/SMITH
 KG0705  USGS QUAD   -  KENSINGTON (1973)
 KG0705
 KG0705                         *CURRENT SURVEY CONTROL
 KG0705  ___________________________________________________________________
 KG0705* NAD 83(1997)-  39 46 14.92527(N)    099 00 26.36343(W)     ADJUSTED  
 KG0705* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 KG0705  ___________________________________________________________________
 KG0705  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 KG0705  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 KG0705
 KG0705  HORZ ORDER  -  THIRD
 KG0705
 KG0705.The horizontal coordinates were established by classical geodetic methods
 KG0705.and adjusted by the National Geodetic Survey in October 1998..
 KG0705
 KG0705.The orthometric height was scaled from a topographic map.
 KG0705
 KG0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0705
 KG0705.The geoid height was determined by GEOID03.
 KG0705
 KG0705;                    North         East     Units Scale Factor Converg.
 KG0705;SPC KS N     -   160,062.142   313,695.851   MT  0.99999799   -0 38 14.5
 KG0705;UTM  14      - 4,402,320.186   499,372.811   MT  0.99960000   -0 00 16.9
 KG0705
 KG0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0705!SPC KS N     -   0.99991678  x   0.99999799  =   0.99991477
 KG0705!UTM  14      -   0.99991678  x   0.99960000  =   0.99951681
 KG0705
 KG0705|---------------------------------------------------------------------|
 KG0705| PID    Reference Object                     Distance      Geod. Az  |
 KG0705|                                                           dddmmss.s |
 KG0705| CN8922 KENSINGTON RM 2                      17.226 METERS 00031     |
 KG0705| CN8923 KENSINGTON RM 3                      58.104 METERS 00031     |
 KG0705| CN8920 KENSINGTON AZ MK RESET                             0835340.4 |
 KG0705| CN8919 KENSINGTON AZ MK                                   0882907.6 |
 KG0705| CN8921 KENSINGTON RM 1                       9.247 METERS 09258     |
 KG0705| KG0702 KENSINGTON MUNICIPAL TANK           APPROX. 2.1 KM 2595201.0 |
 KG0705| KG0703 ARGA MUNICIPAL TANK                 APPROX. 9.6 KM 2641611.1 |
 KG0705| CN8924 KENSINGTON RM 4                       9.489 METERS 27325     |
 KG0705|---------------------------------------------------------------------|
 KG0705
 KG0705                          SUPERSEDED SURVEY CONTROL
 KG0705
 KG0705  NAD 83(1997)-  39 46 14.92873(N)    099 00 26.36330(W) AD(       ) 3
 KG0705  NAD 83(1986)-  39 46 14.93125(N)    099 00 26.36374(W) AD(       ) 3
 KG0705  NAD 27      -  39 46 14.88700(N)    099 00 25.06300(W) AD(       ) 3
 KG0705
 KG0705.Superseded values are not recommended for survey control.
 KG0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0705.See file dsdata.txt to determine how the superseded data were derived.
 KG0705
 KG0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK9937302320(NAD 83)
 KG0705_MARKER: DS = TRIANGULATION STATION DISK
 KG0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0705_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0705
 KG0705  HISTORY     - Date     Condition        Report By
 KG0705  HISTORY     - 1968     MONUMENTED       CGS
 KG0705
 KG0705                          STATION DESCRIPTION
 KG0705
 KG0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KG0705'STATION SURFACE MARK, AND REFERENCE MARK NO. 1 WERE FOUND DESTROYED
 KG0705'BY FARM MACHINERY OPERATIONS.  AZIMUTH MARK AND REFERENCE MARK NO.
 KG0705'2 WERE REPORTED DESTROYED BY GRADER OPERATIONS IN 1953.  REFERENCE
 KG0705'MARK NO 3 AND A NEW AZIMUTH MARK WERE SET BY THE STATE HIGHWAY
 KG0705'DEPARTMENT IN 1953.  UNDERGROUND STATION MARK, REFERENCE MARK NO.
 KG0705'3 AND AZIMUTH MARK 1953 WERE RECOVERED IN GOOD CONDITION.
 KG0705'UNDERGROUND STATION MARK WAS LOWERED ABOUT 18 INCHES AND A NEW
 KG0705'SURFACE MARK AND REFERENCE MARK NO. 4 WAS SET.
 KG0705'
 KG0705'A NEW DESCRIPTION FOLLOWS-
 KG0705'
 KG0705'STATION MARK, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 KG0705'POST AND STAMPED KENSINGTON 1950 1968 IS 247 FEET EAST OF THE
 KG0705'CENTERLINE OF A FIELD DRIVE, 192-1/2 FEET NORTHEAST OF A POWERLINE
 KG0705'POLE, 115 FEET NORTHWEST OF A POWERLINE POLE, 101 FEET SOUTH OF
 KG0705'THE CENTERLINE OF U.S. HIGHWAY 36 AND 1 FOOT EAST OF A METAL
 KG0705'WITNESS POST.  THE MARK IS ABOUT 18 INCHES BELOW THE SURFACE OF
 KG0705'THE GROUND.
 KG0705'
 KG0705'TO REACH FROM THE RAILROAD STATION IN KENSINGTON, GO NORTH FOR
 KG0705'0.5 MILE TO U.S. HIGHWAY 36.  TURN RIGHT AND GO EAST ON U.S.
 KG0705'HIGHWAY 36 FOR 1.35 MILE TO TOP OF HILL AND STATION ON RIGHT
 KG0705'(SOUTH) SIDE OF HIGHWAY.  CONTINUE EAST ON U.S. HIGHWAY 36 FOR
 KG0705'0.3 MILE TO AZIMUTH MARK ON LEFT (NORTH) SIDE OF HIGHWAY.
 KG0705'
 KG0705'REFERENCE MARK NO. 3, A STANDARD DISK SET IN THE TOP OF A SQUARE
 KG0705'CONCRETE POST AND STAMPED KENSINGTON NO 3 1950, IS 90 FEET NORTH
 KG0705'OF THE CENTERLINE OF U.S. HIGHWAY 36, 27 FEET EAST OF A TELEPHONE
 KG0705'POLE AND 25-1/2 FEET EAST OF A STEEL POST AND HIGHWAY RIGHT-OF-WAY
 KG0705'MARKER.  THE MARK IS ABOUT 3 INCHES BELOW THE SURFACE OF GROUND.
 KG0705'
 KG0705'REFERENCE MARK NO. 4, A STANDARD DISK, SET IN THE TOP OF A ROUND
 KG0705'CONCRETE POST AND STAMPED KENSINGTON 1950 NO 4 1968, IS 216 FEET
 KG0705'EAST OF THE CENTERLINE OF FIELD DRIVEWAY, 99-1/2 FEET SOUTH OF THE
 KG0705'CENTERLINE OF U.S. HIGHWAY 36 AND 1 FOOT NORTH OF A WITNESS POST.
 KG0705'THE MARK PROJECTS 3 INCHES.
 KG0705'
 KG0705'AZIMUTH MARK, A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 KG0705'POST AND STAMPED KENSINGTON 1950 RESET 1953, IS 108 FEET
 KG0705'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE CULVERT, 80 FEET
 KG0705'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 36, 43-1/2 FEET WEST
 KG0705'OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 KG0705'THE MARK IS ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 KG0705'
 KG0705'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.25 MILES E
 KG0705'OF KENSINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1314 ***********************************************************************
 HF1314  DESIGNATION -  KENT WELL SERVICING RAD MAST
 HF1314  PID         -  HF1314
 HF1314  STATE/COUNTY-  KS/COWLEY
 HF1314  USGS QUAD   -  ARKANSAS CITY (1979)
 HF1314
 HF1314                         *CURRENT SURVEY CONTROL
 HF1314  ___________________________________________________________________
 HF1314* NAD 83(1997)-  37 06 52.08223(N)    097 05 03.90804(W)     ADJUSTED  
 HF1314* NAVD 88     -                                                        
 HF1314  ___________________________________________________________________
 HF1314  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HF1314  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 HF1314
 HF1314  HORZ ORDER  -  THIRD
 HF1314
 HF1314.The horizontal coordinates were established by classical geodetic methods
 HF1314.and adjusted by the National Geodetic Survey in October 1998..
 HF1314
 HF1314
 HF1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1314
 HF1314.The geoid height was determined by GEOID03.
 HF1314
 HF1314;                    North         East     Units Scale Factor Converg.
 HF1314;SPC KS S     -   450,654.917   525,813.474   MT  1.00003340   +0 52 11.7
 HF1314;UTM  14      - 4,109,287.824   670,193.735   MT  0.99995683   +1 09 22.2
 HF1314
 HF1314                          SUPERSEDED SURVEY CONTROL
 HF1314
 HF1314  NAD 83(1997)-  37 06 52.08354(N)    097 05 03.90422(W) AD(       ) 4
 HF1314  NAD 83(1986)-  37 06 52.09375(N)    097 05 03.89878(W) AD(       ) 4
 HF1314  NAD 27      -  37 06 51.99175(N)    097 05 02.75695(W) AD(       ) 3
 HF1314
 HF1314.Superseded values are not recommended for survey control.
 HF1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1314.See file dsdata.txt to determine how the superseded data were derived.
 HF1314
 HF1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7019409288(NAD 83)
 HF1314_MARKER: 42 = RADIO/TV MAST
 HF1314
 HF1314  HISTORY     - Date     Condition        Report By
 HF1314  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1314
 HF1314                          STATION DESCRIPTION
 HF1314
 HF1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1314'THE STATION IS THE ANTENNA ATOP THE MAST.  IT IS LOCATED
 HF1314'2 MILES NORTH AND 2.4 MILES WEST OF ARKANSAS CITY, 3.6 MILES
 HF1314'EAST OF GUEDA SPRINGS AND 250 FEET NORTH OF AN EAST-WEST
 HF1314'MACADAM ROAD, IN THE SOUTH CENTRAL EDGE OF SECTION 3, T 34 S,
 HF1314'R 3 E.  IT IS SUPPORTED BY A THREE-LEGGED STEEL, SKELETON
 HF1314'FRAMEWORK, ALUMINUM IN COLOR AND 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1538 ***********************************************************************
 JF1538  DESIGNATION -  KETTLE
 JF1538  PID         -  JF1538
 JF1538  STATE/COUNTY-  KS/HARVEY
 JF1538  USGS QUAD   -  ZIMMERDALE (1989)
 JF1538
 JF1538                         *CURRENT SURVEY CONTROL
 JF1538  ___________________________________________________________________
 JF1538* NAD 83(1997)-  38 01 42.05085(N)    097 28 41.44150(W)     ADJUSTED  
 JF1538* NAVD 88     -       438.3    (meters)    1438.     (feet)  VERTCON   
 JF1538  ___________________________________________________________________
 JF1538  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 JF1538  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 JF1538
 JF1538  HORZ ORDER  -  FIRST
 JF1538
 JF1538.The horizontal coordinates were established by classical geodetic methods
 JF1538.and adjusted by the National Geodetic Survey in October 1998..
 JF1538
 JF1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1538
 JF1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1538
 JF1538.The geoid height was determined by GEOID03.
 JF1538
 JF1538;                    North         East     Units Scale Factor Converg.
 JF1538;SPC KS S     -   551,617.870   489,707.187   MT  0.99993778   +0 37 40.6
 JF1538;UTM  14      - 4,210,053.126   633,564.264   MT  0.99981971   +0 56 15.6
 JF1538
 JF1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1538!SPC KS S     -   0.99993573  x   0.99993778  =   0.99987352
 JF1538!UTM  14      -   0.99993573  x   0.99981971  =   0.99975546
 JF1538
 JF1538|---------------------------------------------------------------------|
 JF1538| PID    Reference Object                     Distance      Geod. Az  |
 JF1538|                                                           dddmmss.s |
 JF1538| CL4647 KETTLE RM 1                          19.412 METERS 08042     |
 JF1538| CL4649 KETTLE RM 3                                        0853956.0 |
 JF1538| CL4648 KETTLE RM 2                          19.471 METERS 18219     |
 JF1538| HF1426 HALSTEAD S MUN TANK                 APPROX. 4.4 KM 2174706.2 |
 JF1538| JF1553 HALSTEAD N MUN TANK                 APPROX. 4.3 KM 2344203.4 |
 JF1538|---------------------------------------------------------------------|
 JF1538
 JF1538                          SUPERSEDED SURVEY CONTROL
 JF1538
 JF1538  NAD 83(1997)-  38 01 42.05996(N)    097 28 41.44160(W) AD(       ) 1
 JF1538  NAD 83(1986)-  38 01 42.06200(N)    097 28 41.44075(W) AD(       ) 1
 JF1538  NAD 27      -  38 01 42.01991(N)    097 28 40.29958(W) AD(       ) 1
 JF1538  NGVD 29 (07/19/86)  438.1    (m)         1437.     (f) VERT ANG       
 JF1538
 JF1538.Superseded values are not recommended for survey control.
 JF1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1538.See file dsdata.txt to determine how the superseded data were derived.
 JF1538
 JF1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH3356410053(NAD 83)
 JF1538_MARKER: DS = TRIANGULATION STATION DISK
 JF1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1538
 JF1538  HISTORY     - Date     Condition        Report By
 JF1538  HISTORY     - 1972     MONUMENTED       NGS
 JF1538
 JF1538                          STATION DESCRIPTION
 JF1538
 JF1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1538'THE STATION IS ABOUT 10-1/2 MILES EAST OF BURRTON, 7 MILES
 JF1538'WEST AND 1-1/2 MILES SOUTH OF NEWTON, 2 MILES EAST AND 1-1/2
 JF1538'MILES NORTH OF HALSTEAD, IN THE NORTHWEST 1/4 OF SEC. 30, T.
 JF1538'23 S., R. 1 W., AND ON PROPERTY OWNED BY RICHARD THRASHER WHO
 JF1538'LIVES AT THE STATION.
 JF1538'
 JF1538'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 JF1538'AND STATE HIGHWAY 89 ABOUT 1-1/2 MILES NORTH OF HALSTEAD,
 JF1538'GO EAST ON U.S. HIGHWAY 50 FOR 1.2 MILES TO THE STATION ON
 JF1538'THE RIGHT ABOUT 300 FEET EAST OF A PRIVATE DRIVE.
 JF1538'
 JF1538'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON U.S.
 JF1538'HIGHWAY 50 FOR 0.25 MILE TO A PRIVATE DRIVE AND THE MARK
 JF1538'ON THE LEFT.
 JF1538'
 JF1538'STATION MARKS ARE STANDARD DISKS, STAMPED KETTLE 1972.
 JF1538'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF1538'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS
 JF1538'70.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 50, 21.5 FEET
 JF1538'SOUTHEAST OF A FENCE CORNER, 18.5 FEET EAST OF A FENCE, 12.2
 JF1538'FEET SOUTH-SOUTHWEST OF A WITNESS POST AND 11.0 FEET SOUTH
 JF1538'OF A FENCE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 JF1538'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 JF1538'
 JF1538'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KETTLE NO 1 1972,
 JF1538'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1538'THAT IS FLUSH WITH THE GROUND.  IT IS 60.0 FEET SOUTH OF THE
 JF1538'CENTER OF U.S. HIGHWAY 50, 57.2 FEET EAST OF THE WITNESS POST,
 JF1538'1.0 FEET SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS
 JF1538'THE STATION.
 JF1538'
 JF1538'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KETTLE NO 2 1972,
 JF1538'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1538'THAT IS FLUSH WITH THE GROUND.  IT IS 75.2 FEET SOUTH-SOUTHWEST
 JF1538'OF THE WITNESS POST, 50.0 FEET NORTHEAST OF THE NORTHEAST
 JF1538'CORNER OF A FARM HOUSE, 25.0 FEET SOUTHEAST OF THE SOUTH
 JF1538'END OF A FENCE, 17.0 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY
 JF1538'AND ABOUT THE SAME ELEVATION AS THE STATION.
 JF1538'
 JF1538'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KETTLE NO 3 1972,
 JF1538'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1538'THAT IS FLUSH WITH THE GROUND.  IT IS 45.0 FEET NORTH OF THE
 JF1538'CENTER OF U.S. HIGHWAY 50, 22.0 FEET WEST OF THE CENTER OF A
 JF1538'DRIVEWAY, 16.5 FEET SOUTHEAST OF A POWER LINE POLE AND 2.1
 JF1538'FEET NORTH OF A WITNESS POST.
 JF1538'
 JF1538'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0816 ***********************************************************************
 KF0816  DESIGNATION -  KIEFFER
 KF0816  PID         -  KF0816
 KF0816  STATE/COUNTY-  KS/WASHINGTON
 KF0816  USGS QUAD   -  PALMER (1968)
 KF0816
 KF0816                         *CURRENT SURVEY CONTROL
 KF0816  ___________________________________________________________________
 KF0816* NAD 83(1997)-  39 39 39.05597(N)    097 11 59.88406(W)     ADJUSTED  
 KF0816* NAVD 88     -       461.     (meters)    1512.     (feet)  SCALED    
 KF0816  ___________________________________________________________________
 KF0816  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 KF0816  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 KF0816
 KF0816  HORZ ORDER  -  THIRD
 KF0816
 KF0816.The horizontal coordinates were established by classical geodetic methods
 KF0816.and adjusted by the National Geodetic Survey in October 1998..
 KF0816
 KF0816.The orthometric height was scaled from a topographic map.
 KF0816
 KF0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0816
 KF0816.The geoid height was determined by GEOID03.
 KF0816
 KF0816;                    North         East     Units Scale Factor Converg.
 KF0816;SPC KS N     -   147,676.331   468,652.522   MT  0.99998242   +0 30 22.3
 KF0816;UTM  14      - 4,391,664.233   654,412.420   MT  0.99989355   +1 08 56.7
 KF0816
 KF0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0816!SPC KS N     -   0.99993188  x   0.99998242  =   0.99991430
 KF0816!UTM  14      -   0.99993188  x   0.99989355  =   0.99982543
 KF0816
 KF0816|---------------------------------------------------------------------|
 KF0816| PID    Reference Object                     Distance      Geod. Az  |
 KF0816|                                                           dddmmss.s |
 KF0816| CN8929 KIEFFER RM 1                          5.196 METERS 17925     |
 KF0816| CN8928 KIEFFER AZ MK                                      1802215.7 |
 KF0816| KF0815 CLIFTON RADIO STATION KYDN TWR      APPROX.13.5 KM 1983507.4 |
 KF0816| KF0821 CLIFTON MUNICIPAL STANDPIPE         APPROX.12.3 KM 2132217.2 |
 KF0816| KF0822 CLIFTON ST MARYS CATHOLIC CH        APPROX.12.2 KM 2142858.4 |
 KF0816| CN8930 KIEFFER RM 2                         14.385 METERS 28305     |
 KF0816|---------------------------------------------------------------------|
 KF0816
 KF0816                          SUPERSEDED SURVEY CONTROL
 KF0816
 KF0816  NAD 83(1997)-  39 39 39.06034(N)    097 11 59.88413(W) AD(       ) 3
 KF0816  NAD 83(1986)-  39 39 39.06230(N)    097 11 59.88292(W) AD(       ) 3
 KF0816  NAD 27      -  39 39 39.06000(N)    097 11 58.77600(W) AD(       ) 3
 KF0816
 KF0816.Superseded values are not recommended for survey control.
 KF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0816.See file dsdata.txt to determine how the superseded data were derived.
 KF0816
 KF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5441291664(NAD 83)
 KF0816_MARKER: DS = TRIANGULATION STATION DISK
 KF0816_SETTING: 66 = SET IN ROCK OUTCROP
 KF0816
 KF0816  HISTORY     - Date     Condition        Report By
 KF0816  HISTORY     - 1950     MONUMENTED       CGS
 KF0816  HISTORY     - 1965     GOOD             CGS
 KF0816
 KF0816                          STATION DESCRIPTION
 KF0816
 KF0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0816'THE STATION IS LOCATED ABOUT 6.0 MILES WEST AND 1.5 MILES SOUTH
 KF0816'OF LINN, 3.0 MILES EAST AND 3.5 MILES SOUTH OF STRAWBERRY
 KF0816'AND 3.0 MILES WEST AND 2.0 MILES NORTH OF PALMER ON THE SOUTH END
 KF0816'OF A PROMINENT ROCKY KNOLL.  IT IS ABOUT 0.05 MILE WEST OF THE
 KF0816'KIEFFER FARM HOME, 0.05 MILE EAST OF THE CENTER OF A GRADED
 KF0816'ROAD AROUND KNOLL, AND 100.0 FEET NORTH OF A Y ROAD AND 57.0
 KF0816'FEET EAST OF A TELEPHONE POLE.  IT IS SET FLUSH WITH THE
 KF0816'SURFACE OF THE BEDROCK AND IS STAMPED KEIFFER 1950.
 KF0816'
 KF0816'REFERENCE MARK NO. 1 IS LOCATED JUST NORTH OF WHERE THE KNOLL
 KF0816'BREAKS SHARP TO THE SOUTH AND IS ABOUT 0.5 OF A FOOT BELOW
 KF0816'THE ELEVATION OF THE STATION.  IT IS SET FLUSH WITH THE SURFACE
 KF0816'OF THE BEDROCK AND IS STAMPED KIEFFER NO 1 1950.
 KF0816'
 KF0816'REFERENCE MARK NO. 2 IS LOCATED JUST EAST OF WHERE THE KNOLL
 KF0816'BREAKS SHARP TO THE WEST ABOUT 2.5 FEET BELOW THE ELEVATION
 KF0816'OF THE STATION.  IT IS 10.0 FEET EAST OF A TELEPHONE POLE.  IT
 KF0816'IS SET FLUSH WITH THE TOP OF A BOULDER AND IS STAMPED KIEFFER
 KF0816'NO 2 1950.
 KF0816'
 KF0816'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KF0816'IS 44.8 FEET.
 KF0816'
 KF0816'THE AZIMUTH MARK IS 36.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 KF0816'ROAD, 27.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, AND
 KF0816'8.0 FEET EAST OF A POWERLINE POLE AND FENCE CORNER AND 3.0
 KF0816'FEET WEST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS STAMPED
 KF0816'KIEFFER 1950.
 KF0816'
 KF0816'TO REACH THE STATION FROM THE POST OFFICE IN AGENDA, GO NORTH
 KF0816'0.3 MILE TO A T INTERSECTION WITH COUNTY ROUTE NO. 9, TURN
 KF0816'RIGHT AND GO EAST ON COUNTY ROUTE NO. 9 FOR 9.7 MILES TO A
 KF0816'CROSSROAD, TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 3.05
 KF0816'MILES TO A CROSSROAD JUST AFTER PASSING THE IMMANUEL LUTHERAN
 KF0816'CHURCH AND SCHOOL ON THE LEFT, HERE TURN LEFT AND GO EAST ON
 KF0816'A GRADED ROAD FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT ON A
 KF0816'GRAVELED ROAD AND GO SOUTH FOR 0.3 MILE TO WHERE THE ROAD
 KF0816'CURVES TO THE RIGHT AROUND A HIGH KNOLL, HERE KEEP LEFT LEAVING
 KF0816'THE ROAD AND GO SOUTH ALONG THE WEST EDGE OF A FENCE
 KF0816'AND TELEPHONE LINE FOR ABOUT 0.2 MILE TO THE TOP OF THE
 KF0816'KNOLL AND THE STATION AS DESCRIBED.
 KF0816'
 KF0816'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG
 KF0816'THE FENCE FOR ABOUT 0.2 MILE TO A GRAVELED ROAD, HERE TURN SHARP
 KF0816'LEFT AND FOLLOW ROAD SOUTHERLY AROUND THE KNOLL FOR ABOUT
 KF0816'0.25 MILE TO A REVERSE Y, CONTINUE SOUTH ON MAIN ROAD FOR 0.45
 KF0816'MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE LEFT AS
 KF0816'DESCRIBED.
 KF0816
 KF0816                          STATION RECOVERY (1965)
 KF0816
 KF0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0816'THE STATION MARK REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF0816'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0994 ***********************************************************************
 HG0994  DESIGNATION -  KIGER
 HG0994  PID         -  HG0994
 HG0994  STATE/COUNTY-  KS/CLARK
 HG0994  USGS QUAD   -  BLOOM SW (1979)
 HG0994
 HG0994                         *CURRENT SURVEY CONTROL
 HG0994  ___________________________________________________________________
 HG0994* NAD 83(1997)-  37 16 35.31428(N)    099 59 58.24928(W)     ADJUSTED  
 HG0994* NAVD 88     -       747.     (meters)    2451.     (feet)  SCALED    
 HG0994  ___________________________________________________________________
 HG0994  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 HG0994  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 HG0994
 HG0994  HORZ ORDER  -  FIRST
 HG0994
 HG0994.The horizontal coordinates were established by classical geodetic methods
 HG0994.and adjusted by the National Geodetic Survey in October 1998..
 HG0994
 HG0994.The orthometric height was scaled from a topographic map.
 HG0994
 HG0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0994
 HG0994.The geoid height was determined by GEOID03.
 HG0994
 HG0994;                    North         East     Units Scale Factor Converg.
 HG0994;SPC KS S     -   468,749.441   267,016.588   MT  0.99999809   -0 55 17.4
 HG0994;UTM  14      - 4,126,011.633   411,389.026   MT  0.99969672   -0 36 19.5
 HG0994
 HG0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0994!SPC KS S     -   0.99988697  x   0.99999809  =   0.99988506
 HG0994!UTM  14      -   0.99988697  x   0.99969672  =   0.99958373
 HG0994
 HG0994|---------------------------------------------------------------------|
 HG0994| PID    Reference Object                     Distance      Geod. Az  |
 HG0994|                                                           dddmmss.s |
 HG0994| CK9172 KIGER RM 1                           29.457 METERS 10204     |
 HG0994| CK9173 KIGER RM 2                           24.368 METERS 17242     |
 HG0994| CK9171 KIGER AZ MK                                        3562707.6 |
 HG0994|---------------------------------------------------------------------|
 HG0994
 HG0994                          SUPERSEDED SURVEY CONTROL
 HG0994
 HG0994  NAD 83(1997)-  37 16 35.32119(N)    099 59 58.24987(W) AD(       ) 1
 HG0994  NAD 83(1986)-  37 16 35.31146(N)    099 59 58.24787(W) AD(       ) 1
 HG0994  NAD 27      -  37 16 35.21919(N)    099 59 56.75957(W) AD(       ) 1
 HG0994
 HG0994.Superseded values are not recommended for survey control.
 HG0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0994.See file dsdata.txt to determine how the superseded data were derived.
 HG0994
 HG0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1138926012(NAD 83)
 HG0994_MARKER: DS = TRIANGULATION STATION DISK
 HG0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0994
 HG0994  HISTORY     - Date     Condition        Report By
 HG0994  HISTORY     - 1964     MONUMENTED       CGS
 HG0994  HISTORY     - 1970     GOOD             NGS
 HG0994
 HG0994                          STATION DESCRIPTION
 HG0994
 HG0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0994'THE STATION IS 11-1/2 MILES SOUTH OF MINNEOLA, ON THE EAST SIDE OF
 HG0994'U.S. HIGHWAYS 283 AND 160, ON THE WEST CENTRAL SIDE OF SECTION 12, T
 HG0994'32 S, R 25 W, AND ON PROPERTY OF THE SMITH RANCH.
 HG0994'
 HG0994'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 54 IN
 HG0994'MINNEOLA, GO SOUTH ON HIGHWAY 283 FOR 11.45 MILES TO THE JUNCTION
 HG0994'WITH U.S. HIGHWAY 160 FROM THE RIGHT, AND THE AZIMUTH MARK ON THE
 HG0994'LEFT NEAR TELEPHONE POLE NO. E 44.  CONTINUE SOUTH ON HIGHWAYS 160
 HG0994'AND 283 FOR 0.5 MILE TO THE CREST OF A HILL AND THE STATION ON THE
 HG0994'LEFT, APPROXIMATELY 250 FEET EAST OF THE HIGHWAY.
 HG0994'
 HG0994'STATION MARKS ARE STANDARD DISKS STAMPED KIGER 1964.  THE SURFACE
 HG0994'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG0994'GROUND. IT IS 207 FEET SOUTHEAST OF TELEPHONE POLE NO. E 55 495, 201
 HG0994'FEET NORTHEAST OF A TELEPHONE POLE, AND 193 FEET EAST OF A
 HG0994'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HG0994'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 HG0994'
 HG0994'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KIGER NO 1 1964, IS SET
 HG0994'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HG0994'IS 289 FEET EAST OF THE FENCE AND ABOUT 3 FEET LOWER IN ELEVATION
 HG0994'THAN THE STATION.
 HG0994'
 HG0994'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KIGER NO 2 1964, IS SET
 HG0994'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HG0994'IS 206 FEET EAST OF THE TELEPHONE POLE AND ABOUT THE SAME ELEVATION
 HG0994'AS THE STATION.
 HG0994'
 HG0994'AZIMUTH MARK, A STANDARD DISK STAMPED KIGER 1964, IS SET IN A SQUARE
 HG0994'CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 5.5 FEET NORTHEAST OF
 HG0994'TELEPHONE POLE NO. E 44, 1.6 FEET SOUTH OF A METAL WITNESS POST,
 HG0994'AND 1 FOOT EAST OF A FENCE.
 HG0994'
 HG0994'NOTE--HIGHWAY CONSTRUCTION IN THIS AREA MADE IT IMPROBABLE TO GET A
 HG0994'CLOSE ENOUGH MEASUREMENT TO THE HIGHWAY.
 HG0994'
 HG0994'REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HG0994'
 HG0994'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HG0994
 HG0994                          STATION RECOVERY (1970)
 HG0994
 HG0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0994'STATION MARK, REFERENCE MARKS 1, 2, AND AZIMUTH MARK WERE RECOVERED
 HG0994'AND FOUND IN GOOD CONDITION, MEASUREMENTS AND DIRECTION WERE
 HG0994'CHECKED.  THE 1964 DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0656 ***********************************************************************
 KG0656  DESIGNATION -  KILL CREEK
 KG0656  PID         -  KG0656
 KG0656  STATE/COUNTY-  KS/OSBORNE
 KG0656  USGS QUAD   -  ALTON SW (1978)
 KG0656
 KG0656                         *CURRENT SURVEY CONTROL
 KG0656  ___________________________________________________________________
 KG0656* NAD 83(1997)-  39 16 51.34458(N)    098 53 53.67106(W)     ADJUSTED  
 KG0656* NAVD 88     -       623.3    (meters)    2045.     (feet)  VERTCON   
 KG0656  ___________________________________________________________________
 KG0656  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 KG0656  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 KG0656
 KG0656  HORZ ORDER  -  FIRST
 KG0656
 KG0656.The horizontal coordinates were established by classical geodetic methods
 KG0656.and adjusted by the National Geodetic Survey in October 1998..
 KG0656
 KG0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0656
 KG0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0656
 KG0656.The geoid height was determined by GEOID03.
 KG0656
 KG0656;                    North         East     Units Scale Factor Converg.
 KG0656;SPC KS N     -   105,578.460   322,501.768   MT  0.99995699   -0 34 06.0
 KG0656;UTM  14      - 4,347,957.269   508,776.458   MT  0.99960095   +0 03 51.9
 KG0656
 KG0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0656!SPC KS N     -   0.99990630  x   0.99995699  =   0.99986329
 KG0656!UTM  14      -   0.99990630  x   0.99960095  =   0.99950728
 KG0656
 KG0656                          SUPERSEDED SURVEY CONTROL
 KG0656
 KG0656  NAD 83(1986)-  39 16 51.35233(N)    098 53 53.67192(W) AD(       ) 1
 KG0656  NAD 27      -  39 16 51.31500(N)    098 53 52.37700(W) AD(       ) 1
 KG0656  NGVD 29 (07/19/86)  623.1    (m)         2044.     (f) VERT ANG       
 KG0656
 KG0656.Superseded values are not recommended for survey control.
 KG0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0656.See file dsdata.txt to determine how the superseded data were derived.
 KG0656
 KG0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ0877647957(NAD 83)
 KG0656_MARKER: B = BOLT
 KG0656_SETTING: 0 = UNSPECIFIED SETTING
 KG0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0656
 KG0656  HISTORY     - Date     Condition        Report By
 KG0656  HISTORY     - 1897     MONUMENTED       CGS
 KG0656  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KG0656  HISTORY     - 1950     MARK NOT FOUND   CGS
 KG0656
 KG0656                          STATION DESCRIPTION
 KG0656
 KG0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (FDG)
 KG0656'ABOUT 880 FEET NORTH AND 300 FEET EAST OF THE SOUTHWEST
 KG0656'CORNER SEC. 9, T. 9 S., R. 14 W., ON A PROMINENT SWELL OF
 KG0656'GROUND.  THE LAND BELONGS (1897) TO A LAND COMPANY.  THE
 KG0656'NEAREST HOUSE IS DISTANT ABOUT 0.2 MILE AND IS OWNED AND
 KG0656'OCCUPIED (1897) BY J.E. HARRIS.  THE STATION IS ON LINE
 KG0656'BETWEEN THE CENTER OF AN OLD WELL AND THE SOUTHWEST CORNER
 KG0656'OF AN OLD SOD HOUSE, 6.04 METERS (19.8 FEET) FROM THE FORMER
 KG0656'AND 4.983 METERS (16.35 FEET) FROM THE LATTER.  THE HOUSE
 KG0656'IS APPROXIMATELY NORTHWEST OF THE WELL.  THE STONE MARKING
 KG0656'THE SOUTHWEST CORNER OF SECTION 9 IS S 17 DEG 42
 KG0656'MIN W AND THE STONE MARKING THE NORTHWEST CORNER OF
 KG0656'SECTION 9 IS N 5 DEG 22 MIN W.  THE
 KG0656'SURFACE MARK IS A COPPER BOLT WITH CROSS LINES SET IN A
 KG0656'LIMESTONE POST 6 INCHES SQUARE AND 2 FEET LONG, MARKED
 KG0656'WITH THE LETTERS U.S.C.S. ON THE TOP SURFACE.  THE
 KG0656'UNDERGROUND MARK IS A STONE JUG BURIED ABOUT 2-1/2
 KG0656'FEET BELOW THE SURFACE AND MARKED WITH A CROSS AND
 KG0656'SMALL DRILL HOLE IN ITS BOTTOM.
 KG0656
 KG0656                          STATION RECOVERY (1934)
 KG0656
 KG0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KG0656'ON A PROMINENT SWELL OF PASTURE LAND, OWNED BY O.C. FINCH,
 KG0656'OF STOCKTON, KANSAS, IN THE SOUTHWEST QUARTER OF SEC. 9,
 KG0656'T. 9 S., R. 14 W., ABOUT 880 FEET NORTH AND 300 FEET EAST
 KG0656'OF THE SOUTHWEST CORNER OF THE SECTION.  THE RESIDENCE OF
 KG0656'RALPH EDDY IS WEST OF THE ROAD WHICH RUNS NORTH AND SOUTH
 KG0656'ON THE WEST SIDE OF SECTION 9.  THE NORTH GABLE END OF THIS
 KG0656'RESIDENCE IS IN LINE WITH THE SMALL YARD GATE ON THE WEST
 KG0656'SIDE OF THE ROAD, AND FALLS ABOUT 57 FEET SOUTH OF THE MARK.
 KG0656'A PILE OF SMALL STONES ABOUT 2 FEET HIGH AND 3 FEET IN
 KG0656'DIAMETER, AT THE BASE, IS PLACED OVER THE MARK.
 KG0656
 KG0656                          STATION RECOVERY (1950)
 KG0656
 KG0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0656'A THOROUGH SEARCH OF THE ENTIRE VICINITY WAS MADE ON TWO DIFFERENT
 KG0656'DATES, BUT THE STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0657 ***********************************************************************
 KG0657  DESIGNATION -  KILL CREEK 2
 KG0657  PID         -  KG0657
 KG0657  STATE/COUNTY-  KS/OSBORNE
 KG0657  USGS QUAD   -  ALTON SW (1978)
 KG0657
 KG0657                         *CURRENT SURVEY CONTROL
 KG0657  ___________________________________________________________________
 KG0657* NAD 83(1997)-  39 16 52.38504(N)    098 53 58.31224(W)     ADJUSTED  
 KG0657* NAVD 88     -       623.     (meters)    2044.     (feet)  SCALED    
 KG0657  ___________________________________________________________________
 KG0657  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 KG0657  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 KG0657
 KG0657  HORZ ORDER  -  SECOND
 KG0657
 KG0657.The horizontal coordinates were established by classical geodetic methods
 KG0657.and adjusted by the National Geodetic Survey in October 1998..
 KG0657
 KG0657.The orthometric height was scaled from a topographic map.
 KG0657
 KG0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0657
 KG0657.The geoid height was determined by GEOID03.
 KG0657
 KG0657;                    North         East     Units Scale Factor Converg.
 KG0657;SPC KS N     -   105,611.648   322,390.859   MT  0.99995699   -0 34 08.9
 KG0657;UTM  14      - 4,347,989.219   508,665.230   MT  0.99960092   +0 03 49.0
 KG0657
 KG0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0657!SPC KS N     -   0.99990631  x   0.99995699  =   0.99986330
 KG0657!UTM  14      -   0.99990631  x   0.99960092  =   0.99950727
 KG0657
 KG0657|---------------------------------------------------------------------|
 KG0657| PID    Reference Object                     Distance      Geod. Az  |
 KG0657|                                                           dddmmss.s |
 KG0657| CN8932 KILL CREEK 2 RM 1                    26.733 METERS 04507     |
 KG0657| CN8933 KILL CREEK 2 RM 2                    24.583 METERS 12638     |
 KG0657| CN8931 KILL CREEK 2 AZ MK                                 1762227.3 |
 KG0657| KG0659 ALTON MUNICIPAL TANK                APPROX.20.9 KM 3485116.9 |
 KG0657|---------------------------------------------------------------------|
 KG0657
 KG0657                          SUPERSEDED SURVEY CONTROL
 KG0657
 KG0657  NAD 83(1986)-  39 16 52.39252(N)    098 53 58.31317(W) AD(       ) 2
 KG0657  NAD 27      -  39 16 52.35300(N)    098 53 57.01800(W) AD(       ) 2
 KG0657
 KG0657.Superseded values are not recommended for survey control.
 KG0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0657.See file dsdata.txt to determine how the superseded data were derived.
 KG0657
 KG0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ0866547989(NAD 83)
 KG0657_MARKER: DS = TRIANGULATION STATION DISK
 KG0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0657
 KG0657  HISTORY     - Date     Condition        Report By
 KG0657  HISTORY     - 1950     MONUMENTED       CGS
 KG0657
 KG0657                          STATION DESCRIPTION
 KG0657
 KG0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0657'THE STATION IS LOCATED ABOUT 13.0 MILES SOUTH AND 3.0 MILES
 KG0657'EAST OF ALTON, 15 MILES SOUTHWEST OF OSBORNE AND 4.5 MILES
 KG0657'WEST OF COVERT IN THE SOUTHEAST CORNER OF A LANE LEADING
 KG0657'INTO A FARMYARD.  IT IS 17 FEET NORTHWEST OF A FENCE CORNER,
 KG0657'15 FEET SOUTH OF THE CENTER OF A DRIVEWAY AND 9 FEET NORTH
 KG0657'OF A WITNESS POST AND EAST-WEST FENCE LINE.  IT IS STAMPED
 KG0657'KILL CREEK 2 1950 AND IS FLUSH WITH THE GROUND SURFACE.
 KG0657'
 KG0657'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 16 FEET
 KG0657'EAST OF THE CENTER OF ROAD AND 1 FOOT WEST OF A NORTH-SOUTH
 KG0657'FENCE LINE.  IT IS STAMPED KILL CREEK 2 NO 1 1950 AND PROJECTS
 KG0657'5 INCHES.
 KG0657'
 KG0657'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 16 FEET EAST OF
 KG0657'THE CENTER OF ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT
 KG0657'IS STAMPED KILL CREEK 2 NO 2 1950 AND PROJECTS 5 INCHES.
 KG0657'
 KG0657'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 110.02 FEET.
 KG0657'
 KG0657'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 21 FEET EAST
 KG0657'OF THE CENTER OF ROAD, 1 FOOT NORTH OF A WITNESS POST AND
 KG0657'1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KG0657'KILL CREEK 2 1950 AND PROJECTS 4 INCHES.
 KG0657'
 KG0657'TO REACH THE STATION FROM THE MAIN INTERSECTION IN ALTON,
 KG0657'GO SOUTH FOR 0.85 MILE TO A T INTERSECTION JUST AFTER CROSSING
 KG0657'BRIDGE, TURN LEFT AND GO EAST AND SOUTH ON GRAVELED ROAD
 KG0657'FOR 9.55 MILES TO A T ROAD LEFT, TURN LEFT AND GO EAST ON
 KG0657'DIRT ROAD FOR 2.1 MILES TO A T ROAD RIGHT.  TURN RIGHT AND
 KG0657'GO SOUTH ON DIRT ROAD FOR 1.0 MILE TO A CROSSROAD, CONTINUE
 KG0657'STRAIGHT AHEAD, SOUTH, FOR 1.85 MILES TO A LANE LEADING
 KG0657'INTO FARMYARD ON RIGHT AND STATION AS DESCRIBED.  (CONTINUE
 KG0657'SOUTH FOR 0.25 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.)
 KG0657'
 KG0657'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1164 ***********************************************************************
 KF1164  DESIGNATION -  KIMEO ST MICHAELS CH BELFRY
 KF1164  PID         -  KF1164
 KF1164  STATE/COUNTY-  KS/WASHINGTON
 KF1164  USGS QUAD   -  KIMEO (1983)
 KF1164
 KF1164                         *CURRENT SURVEY CONTROL
 KF1164  ___________________________________________________________________
 KF1164* NAD 83(1997)-  39 35 45.74410(N)    096 59 46.91915(W)     ADJUSTED  
 KF1164* NAVD 88     -                                                        
 KF1164  ___________________________________________________________________
 KF1164  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 KF1164  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 KF1164
 KF1164  HORZ ORDER  -  THIRD
 KF1164
 KF1164.The horizontal coordinates were established by classical geodetic methods
 KF1164.and adjusted by the National Geodetic Survey in October 1998..
 KF1164
 KF1164
 KF1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1164
 KF1164.The geoid height was determined by GEOID03.
 KF1164
 KF1164;                    North         East     Units Scale Factor Converg.
 KF1164;SPC KS N     -   140,655.358   486,203.105   MT  0.99997497   +0 38 06.0
 KF1164;UTM  14      - 4,384,840.894   672,039.762   MT  0.99996441   +1 16 38.5
 KF1164
 KF1164                          SUPERSEDED SURVEY CONTROL
 KF1164
 KF1164  NAD 83(1997)-  39 35 45.74853(N)    096 59 46.91764(W) AD(       ) 4
 KF1164  NAD 83(1986)-  39 35 45.75004(N)    096 59 46.91639(W) AD(       ) 4
 KF1164  NAD 27      -  39 35 45.77600(N)    096 59 45.80000(W) AD(       ) 3
 KF1164
 KF1164.Superseded values are not recommended for survey control.
 KF1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1164.See file dsdata.txt to determine how the superseded data were derived.
 KF1164
 KF1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ7204084841(NAD 83)
 KF1164_MARKER: 75 = BELFRY
 KF1164
 KF1164  HISTORY     - Date     Condition        Report By
 KF1164  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1164  HISTORY     - 1965     GOOD             CGS
 KF1164
 KF1164                          STATION DESCRIPTION
 KF1164
 KF1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1164'LOCATED AT THE WEST EDGE OF KIMEO, 0.1 MILE WEST OF A COUNTY
 KF1164'ROAD AND 150 FEET NORTH OF A GRADED DIRT ROAD.
 KF1164'
 KF1164'THE STRUCTURE IS CONSTRUCTED OF STONE AND THE OVER ALL HEIGHT
 KF1164'IS ABOUT 150 FEET.  THE BELFRY IS APPROXIMATELY 15 FEET
 KF1164'SQUARE AT ITS BASE AND ITS APEX.  THE SOUTHEAST CORNER OF
 KF1164'THE BELFRY HAS A ROUND STONE FINIAL THAT IS ABOUT 2 FEET
 KF1164'IN DIAMETER AND 8 FEET HIGH.  THERE IS A CROSS AT ITS APEX.
 KF1164'
 KF1164'POINT OBSERVED WAS THE CROSS.
 KF1164
 KF1164                          STATION RECOVERY (1965)
 KF1164
 KF1164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1164'THIS INTERSECTION STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1701 ***********************************************************************
 JE1701  DESIGNATION -  KINCAID EAST BASE
 JE1701  PID         -  JE1701
 JE1701  STATE/COUNTY-  KS/ANDERSON
 JE1701  USGS QUAD   -  BLUE MOUND (1966)
 JE1701
 JE1701                         *CURRENT SURVEY CONTROL
 JE1701  ___________________________________________________________________
 JE1701* NAD 83(1997)-  38 04 51.95373(N)    095 04 47.27294(W)     ADJUSTED  
 JE1701* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 JE1701  ___________________________________________________________________
 JE1701  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 JE1701  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JE1701
 JE1701  HORZ ORDER  -  SECOND
 JE1701
 JE1701.The horizontal coordinates were established by classical geodetic methods
 JE1701.and adjusted by the National Geodetic Survey in October 1998..
 JE1701
 JE1701.The orthometric height was scaled from a topographic map.
 JE1701
 JE1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1701
 JE1701.The geoid height was determined by GEOID03.
 JE1701
 JE1701;                    North         East     Units Scale Factor Converg.
 JE1701;SPC KS S     -   562,484.067   699,988.329   MT  0.99993997   +2 06 06.5
 JE1701;UTM  15      - 4,216,855.547   317,590.883   MT  1.00000981   -1 16 59.2
 JE1701
 JE1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1701!SPC KS S     -   0.99995205  x   0.99993997  =   0.99989202
 JE1701!UTM  15      -   0.99995205  x   1.00000981  =   0.99996186
 JE1701
 JE1701|---------------------------------------------------------------------|
 JE1701| PID    Reference Object                     Distance      Geod. Az  |
 JE1701|                                                           dddmmss.s |
 JE1701| CL4653 KINCAID EAST BASE RM 1               21.892 METERS 03718     |
 JE1701| CL4652 KINCAID EAST BASE AZ MK                            2710828.2 |
 JE1701| CL4654 KINCAID EAST BASE RM 2               29.463 METERS 30600     |
 JE1701|---------------------------------------------------------------------|
 JE1701
 JE1701                          SUPERSEDED SURVEY CONTROL
 JE1701
 JE1701  NAD 83(1997)-  38 04 51.95986(N)    095 04 47.27162(W) AD(       ) 2
 JE1701  NAD 83(1986)-  38 04 51.96046(N)    095 04 47.26893(W) AD(       ) 2
 JE1701  NAD 27      -  38 04 51.85400(N)    095 04 46.36700(W) AD(       ) 2
 JE1701
 JE1701.Superseded values are not recommended for survey control.
 JE1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1701.See file dsdata.txt to determine how the superseded data were derived.
 JE1701
 JE1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC1759116856(NAD 83)
 JE1701_MARKER: DS = TRIANGULATION STATION DISK
 JE1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1701
 JE1701  HISTORY     - Date     Condition        Report By
 JE1701  HISTORY     - 1948     MONUMENTED       CGS
 JE1701  HISTORY     - 1970     GOOD             NGS
 JE1701
 JE1701                          STATION DESCRIPTION
 JE1701
 JE1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1701'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF KINCAID, 0.1
 JE1701'MILE WEST OF THE ANDERSON-LINN COUNTY LINE ON LAND OWNED AND
 JE1701'OCCUPIED BY MR. ORVILLE ROGERS.  IT IS IN THE SOUTHWEST CORNER
 JE1701'OF THE FRUIT ORCHARD ABOUT 0.05 MILE WEST OF THE ROGERS FARM
 JE1701'HOUSE, 10 FEET EAST OF FENCE LINE AND 8 FEET NORTH OF FENCE LINE
 JE1701'AND WITNESS POST.  IT IS STAMPED KINCAID E. BASE 1948 AND
 JE1701'SET 12 INCHES BELOW THE GROUND SURFACE.
 JE1701'
 JE1701'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 35 FEET SOUTH
 JE1701'OF THE CENTER OF STATE ROUTE 52 AND 1 FOOT SOUTH OF EAST-WEST
 JE1701'FENCE LINE.  IT IS STAMPED KINCAID E. BASE NO 1 1948 AND PROJECTS
 JE1701'2 INCHES.
 JE1701'
 JE1701'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 35 FEET SOUTH
 JE1701'OF THE CENTER OF STATE ROUTE 52 AND 1 FOOT SOUTH OF EAST-WEST
 JE1701'FENCE LINE.  IT IS STAMPED KINCAID E. BASE NO 2 1948 AND PROJECTS
 JE1701'2 INCHES.
 JE1701'
 JE1701'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 35 FEET
 JE1701'SOUTH OF THE CENTER OF STATE ROUTE 52, 1 FOOT SOUTHEAST OF T-FENCE
 JE1701'INTERSECTION AND 2 FEET WEST-SOUTHWEST OF WITNESS POST.  IT IS
 JE1701'STAMPED KINCAID E. BASE 1948 AND PROJECTS 2 INCHES.
 JE1701'
 JE1701'TO REACH THE STATION FROM THE MISSOURI-KANSAS AND TEXAS UNDERPASS
 JE1701'IN THE EAST EDGE OF KINCAID, GO EAST ON STATE ROUTE 52 FOR 3.3
 JE1701'MILES TO THE AZIMUTH MARK IN FENCE CORNER ON THE SOUTH SIDE AS
 JE1701'DESCRIBED, CONTINUE EAST ON STATE ROUTE 52 FOR 0.5 MILE TO
 JE1701'FARM HOUSE ON THE SOUTH SIDE OF THE HIGHWAY AND STATION JUST
 JE1701'WEST AS DESCRIBED.
 JE1701'
 JE1701'A 74 FOOT SIGNAL AT STATION LONE ELM IS VISIBLE AT 10 FEET.
 JE1701'
 JE1701'AN 87 FOOT SIGNAL AT STATION KINCAID W. BASE IS VISIBLE AT 4
 JE1701'FEET.
 JE1701'
 JE1701'AN 87 FOOT SIGNAL AT STATION RED STAR IS VISIBLE AT 10 FEET.
 JE1701'
 JE1701'A 74 FOOT SIGNAL AT STATION SUGAR IS VISIBLE AT 30 FEET.
 JE1701'
 JE1701'AN 87 FOOT SIGNAL AT STATION OSBORN IS VISIBLE AT 20 FEET.
 JE1701'
 JE1701'AN 87 FOOT SIGNAL AT STATION BLUE MOUND IS VISIBLE AT 20 FEET.
 JE1701'
 JE1701'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1701
 JE1701                          STATION RECOVERY (1970)
 JE1701
 JE1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1701'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1701'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JE1701'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1701'
 JE1701'A METAL WITNESS POST WAS SET 1 FOOT EAST OF REFERENCE MARK NO. 1.
 JE1701'
 JE1701'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JE1701'
 JE1701'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 JE1701'EAST OF KINCAID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1703 ***********************************************************************
 JE1703  DESIGNATION -  KINCAID WEST BASE
 JE1703  PID         -  JE1703
 JE1703  STATE/COUNTY-  KS/ANDERSON
 JE1703  USGS QUAD   -  KINCAID (1983)
 JE1703
 JE1703                         *CURRENT SURVEY CONTROL
 JE1703  ___________________________________________________________________
 JE1703* NAD 83(1997)-  38 04 53.23911(N)    095 10 57.43332(W)     ADJUSTED  
 JE1703* NAVD 88     -       353.     (meters)    1158.     (feet)  SCALED    
 JE1703  ___________________________________________________________________
 JE1703  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 JE1703  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JE1703
 JE1703  HORZ ORDER  -  SECOND
 JE1703
 JE1703.The horizontal coordinates were established by classical geodetic methods
 JE1703.and adjusted by the National Geodetic Survey in October 1998..
 JE1703
 JE1703.The orthometric height was scaled from a topographic map.
 JE1703
 JE1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1703
 JE1703.The geoid height was determined by GEOID03.
 JE1703
 JE1703;                    North         East     Units Scale Factor Converg.
 JE1703;SPC KS S     -   562,197.808   690,972.166   MT  0.99993999   +2 02 19.0
 JE1703;UTM  15      - 4,217,102.182   308,572.733   MT  1.00005133   -1 20 47.8
 JE1703
 JE1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1703!SPC KS S     -   0.99994953  x   0.99993999  =   0.99988952
 JE1703!UTM  15      -   0.99994953  x   1.00005133  =   1.00000086
 JE1703
 JE1703|---------------------------------------------------------------------|
 JE1703| PID    Reference Object                     Distance      Geod. Az  |
 JE1703|                                                           dddmmss.s |
 JE1703| JE1702 KINCAID WEST BASE 2                   9.868 METERS 18013     |
 JE1703| CL4656 KINCAID WEST BASE RM 1               27.180 METERS 26058     |
 JE1703| CL4655 KINCAID WEST BASE AZ MK                            2713417.8 |
 JE1703| CL4657 KINCAID WEST BASE RM 2               20.154 METERS 35043     |
 JE1703|---------------------------------------------------------------------|
 JE1703
 JE1703                          SUPERSEDED SURVEY CONTROL
 JE1703
 JE1703  NAD 83(1997)-  38 04 53.24515(N)    095 10 57.43213(W) AD(       ) 2
 JE1703  NAD 83(1986)-  38 04 53.24520(N)    095 10 57.42927(W) AD(       ) 2
 JE1703  NAD 27      -  38 04 53.13800(N)    095 10 56.51700(W) AD(       ) 2
 JE1703
 JE1703.Superseded values are not recommended for survey control.
 JE1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1703.See file dsdata.txt to determine how the superseded data were derived.
 JE1703
 JE1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0857317102(NAD 83)
 JE1703_MARKER: DS = TRIANGULATION STATION DISK
 JE1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1703
 JE1703  HISTORY     - Date     Condition        Report By
 JE1703  HISTORY     - 1948     MONUMENTED       CGS
 JE1703  HISTORY     - 1961     GOOD             CGS
 JE1703
 JE1703                          STATION DESCRIPTION
 JE1703
 JE1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1703'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF KINCAID.  IT IS
 JE1703'ON THE RIGHT-OF-WAY AND 28 FEET SOUTH OF THE CENTER OF STATE
 JE1703'HIGHWAY 31 AND 15 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 JE1703'ABOUT 100 YARDS WEST OF A FARM HOUSE.  IT IS STAMPED KINCAID W.
 JE1703'BASE 1948 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1703'
 JE1703'REFERENCE MARK NO. 1 IS 42 FEET SOUTH OF THE CENTER OF STATE
 JE1703'HIGHWAY 31 AND 1 FOOT NORTH OF A FENCE CORNER AT THE EAST END
 JE1703'OF A GATE.  IT IS STAMPED KINCAID NO 1 1948 AND PROJECTS 3 INCHES.
 JE1703'
 JE1703'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF THE CENTER OF STATE
 JE1703'HIGHWAY 31 AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 JE1703'STAMPED KINCAID W. BASE AND IS FLUSH WITH THE SURFACE OF THE
 JE1703'GROUND.
 JE1703'
 JE1703'THE AZIMUTH MARK IS 40 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 JE1703'31 AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 JE1703'KINCAID W. BASE AND PROJECTS 4 INCHES.
 JE1703'
 JE1703'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND STATE
 JE1703'HIGHWAYS 52 AND 31, GO WEST ON STATE HIGHWAY 52 AND 31 FOR 0.7
 JE1703'MILE, KEEP STRAIGHT AHEAD ON STATE HIGHWAY 31 FOR 0.7 MILE TO THE
 JE1703'STATION ON THE LEFT AS DESCRIBED.
 JE1703'
 JE1703'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 JE1703'HIGHWAY 31 FOR 0.45 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 JE1703'
 JE1703'A 74 FOOT SIGNAL AT STATION LONE ELM IS VISIBLE AT 20 FEET.
 JE1703'
 JE1703'A 113 FOOT SIGNAL AT STATION WELDA IS VISIBLE AT 60 FEET.
 JE1703'
 JE1703'A 74 FOOT SIGNAL AT STATION RED STAR IS VISIBLE AT 10 FEET.
 JE1703'
 JE1703'A 74 FOOT SIGNAL AT STATION KINCAID E BASE IS VISIBLE AT 30
 JE1703'FEET.
 JE1703'
 JE1703'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1703
 JE1703                          STATION RECOVERY (1961)
 JE1703
 JE1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JE1703'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JE1703'IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG STATE HIGHWAY 31
 JE1703'WHICH WILL CARRY U.S. HIGHWAY 59 WHEN IT IS REBUILT, WILL DESTROY
 JE1703'ALL THE MARKS AT THIS STATION.  THEY WERE ALL MOVED.  FOR DETAILS,
 JE1703'SEE THE DESCRIPTION FOR KINCAID W. BASE 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1702 ***********************************************************************
 JE1702  DESIGNATION -  KINCAID WEST BASE 2
 JE1702  PID         -  JE1702
 JE1702  STATE/COUNTY-  KS/ANDERSON
 JE1702  USGS QUAD   -  KINCAID (1983)
 JE1702
 JE1702                         *CURRENT SURVEY CONTROL
 JE1702  ___________________________________________________________________
 JE1702* NAD 83(1997)-  38 04 52.91906(N)    095 10 57.43488(W)     ADJUSTED  
 JE1702* NAVD 88     -       353.     (meters)    1158.     (feet)  SCALED    
 JE1702  ___________________________________________________________________
 JE1702  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 JE1702  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JE1702
 JE1702  HORZ ORDER  -  THIRD
 JE1702
 JE1702.The horizontal coordinates were established by classical geodetic methods
 JE1702.and adjusted by the National Geodetic Survey in October 1998..
 JE1702.No horizontal observational check was made to the station.
 JE1702
 JE1702.The orthometric height was scaled from a topographic map.
 JE1702
 JE1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1702
 JE1702.The geoid height was determined by GEOID03.
 JE1702
 JE1702;                    North         East     Units Scale Factor Converg.
 JE1702;SPC KS S     -   562,187.945   690,972.479   MT  0.99993999   +2 02 19.0
 JE1702;UTM  15      - 4,217,092.317   308,572.463   MT  1.00005133   -1 20 47.8
 JE1702
 JE1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1702!SPC KS S     -   0.99994953  x   0.99993999  =   0.99988952
 JE1702!UTM  15      -   0.99994953  x   1.00005133  =   1.00000086
 JE1702
 JE1702|---------------------------------------------------------------------|
 JE1702| PID    Reference Object                     Distance      Geod. Az  |
 JE1702|                                                           dddmmss.s |
 JE1702| JE1703 KINCAID WEST BASE                     9.868 METERS 00013     |
 JE1702| CL4659 KINCAID WEST BASE 2 RM 3             58.589 METERS 08827     |
 JE1702| CL4660 KINCAID WEST BASE 2 RM 4             35.076 METERS 26958     |
 JE1702| CL4655 KINCAID WEST BASE AZ MK                            2721454.7 |
 JE1702| CL4658 KINCAID WEST BASE 2 AZ MK                          2723902.2 |
 JE1702|---------------------------------------------------------------------|
 JE1702
 JE1702                          SUPERSEDED SURVEY CONTROL
 JE1702
 JE1702  NAD 83(1997)-  38 04 52.92510(N)    095 10 57.43368(W) AD(       ) 3
 JE1702  NAD 83(1986)-  38 04 52.92515(N)    095 10 57.43083(W) AD(       ) 3
 JE1702  NAD 27      -  38 04 52.81800(N)    095 10 56.51900(W) AD(       ) 3
 JE1702
 JE1702.Superseded values are not recommended for survey control.
 JE1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1702.See file dsdata.txt to determine how the superseded data were derived.
 JE1702
 JE1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0857217092(NAD 83)
 JE1702_MARKER: DS = TRIANGULATION STATION DISK
 JE1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1702
 JE1702  HISTORY     - Date     Condition        Report By
 JE1702  HISTORY     - 1961     MONUMENTED       CGS
 JE1702  HISTORY     - 1970     GOOD             NGS
 JE1702
 JE1702                          STATION DESCRIPTION
 JE1702
 JE1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CJB)
 JE1702'STATION IS LOCATED ABOUT 1 AND 1/2 MILES WEST ALONG THE SOUTH
 JE1702'RIGHT-OF-WAY OF U.S. HIGHWAY 59 AND STATE HIGHWAY 31 AT A CUT IN
 JE1702'THE HIGHWAY, 222 FEET WEST OF THE NORTHWEST CORNER OF PAUL EVANS
 JE1702'FARMHOUSE, 95 FEET EAST OF AN EAST GATE POST AND FENCE CORNER,
 JE1702'59 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 59 AND STATE HIGHWAY
 JE1702'31, AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST.  THE MARK
 JE1702'PROJECTS 6 INCHES AND THE DISK IS STAMPED KINCAID W. BASE 2 1961.
 JE1702'
 JE1702'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 JE1702'AND STATE HIGHWAYS 31 AND 52 IN THE TOWN OF KINCAID, GO WEST
 JE1702'ON STATE HIGHWAYS 31 AND 52 FOR 0.7 MILE TO THE JUNCTION OF
 JE1702'U.S. HIGHWAY 59.  CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY 59
 JE1702'AND STATE HIGHWAY 31 FOR 0.7 MILE TO THE STATION ON THE LEFT AS
 JE1702'DESCRIBED.
 JE1702'
 JE1702'REFERENCE MARK NO. 3 IS 54 FEET SOUTH OF THE CENTER OF U.S.
 JE1702'HIGHWAY 59, 34 FEET NORTHWEST OF THE NORTHWEST CORNER OF PAUL EVANS
 JE1702'FARMHOUSE, AND 1 FOOT WEST OF THE YARD FENCE AROUND FARMHOUSE.
 JE1702'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KINCAID W. BASE
 JE1702'2 NO. 3 1961.
 JE1702'
 JE1702'REFERENCE MARK NO. 4 IS 59 FEET SOUTH OF THE CENTER OF U.S.
 JE1702'HIGHWAY 59, 12 FEET WEST OF THE CENTER OF GATE, 4 FEET WEST OF
 JE1702'WEST GATE POST, AND 1 FOOT NORTH OF A FENCE.  THE MARK PROJECTS 1
 JE1702'INCH AND THE DISK IS STAMPED KINCAID W. BASE 2 NO 4 1961.
 JE1702'
 JE1702'AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION, 59 FEET NORTH OF THE
 JE1702'CENTER OF U.S. HIGHWAY 59, 1 FOOT SOUTH OF A FENCE, AND 1 FOOT
 JE1702'EAST OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES
 JE1702'AND THE DISK IS STAMPED KINCAID W. BASE 2 1961.
 JE1702'
 JE1702'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 JE1702'HIGHWAY 59 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JE1702'
 JE1702'NOTE- THE ELEVATION OF KINCAID W. BASE 2 IS 1.55 FEET HIGHER THAN
 JE1702'KINCAID W. BASE 1948.
 JE1702'
 JE1702'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE1702
 JE1702                          STATION RECOVERY (1970)
 JE1702
 JE1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1702'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 JE1702'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 JE1702'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1702'
 JE1702'THE STATION IS 3.5 FEET NORTH OF A WIRE FENCE.
 JE1702'
 JE1702'REFERENCE MARK NO. 3 IS 3.5 FEET WEST OF A BOARD GATE AND 1.5 FEET
 JE1702'NORTH OF A FENCE.
 JE1702'
 JE1702'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 JE1702'WEST OF KINCAID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0340 ***********************************************************************
 HF0340  DESIGNATION -  KING
 HF0340  PID         -  HF0340
 HF0340  STATE/COUNTY-  KS/BUTLER
 HF0340  USGS QUAD   -  POTWIN (1961)
 HF0340
 HF0340                         *CURRENT SURVEY CONTROL
 HF0340  ___________________________________________________________________
 HF0340* NAD 83(1997)-  37 58 49.56513(N)    097 00 12.60854(W)     ADJUSTED  
 HF0340* NAVD 88     -       428.885  (meters)    1407.10   (feet)  ADJUSTED  
 HF0340  ___________________________________________________________________
 HF0340  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 HF0340  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HF0340  DYNAMIC HT  -         428.556 (meters)    1406.02  (feet)  COMP
 HF0340  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 HF0340
 HF0340  HORZ ORDER  -  THIRD
 HF0340  VERT ORDER  -  SECOND    CLASS 0
 HF0340
 HF0340.The horizontal coordinates were established by classical geodetic methods
 HF0340.and adjusted by the National Geodetic Survey in October 1998..
 HF0340
 HF0340.The orthometric height was determined by differential leveling
 HF0340.and adjusted by the National Geodetic Survey in June 1991..
 HF0340
 HF0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0340
 HF0340.The geoid height was determined by GEOID03.
 HF0340
 HF0340.The dynamic height is computed by dividing the NAVD 88
 HF0340.geopotential number by the normal gravity value computed on the
 HF0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0340.degrees latitude (g = 980.6199 gals.).
 HF0340
 HF0340.The modeled gravity was interpolated from observed gravity values.
 HF0340
 HF0340;                    North         East     Units Scale Factor Converg.
 HF0340;SPC KS S     -   546,863.532   531,461.992   MT  0.99993652   +0 55 10.7
 HF0340;UTM  14      - 4,205,524.638   675,342.412   MT  0.99997868   +1 13 44.2
 HF0340
 HF0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0340!SPC KS S     -   0.99993728  x   0.99993652  =   0.99987380
 HF0340!UTM  14      -   0.99993728  x   0.99997868  =   0.99991596
 HF0340
 HF0340:                Primary Azimuth Mark                     Grid Az
 HF0340:SPC KS S     -  CHERRY                                   016 15 03.6
 HF0340:UTM  14      -  CHERRY                                   015 56 30.1
 HF0340
 HF0340|---------------------------------------------------------------------|
 HF0340| PID    Reference Object                     Distance      Geod. Az  |
 HF0340|                                                           dddmmss.s |
 HF0340| HF0338 CHERRY                              APPROX. 0.6 KM 0171014.3 |
 HF0340| CL4661 KING RM 1                            57.784 METERS 02026     |
 HF0340| HF1201 KING B STATION                      100.008 METERS 10710     |
 HF0340| HF1197 ATT MICROWAVE TOWER KAC 68          APPROX.11.2 KM 1460943.0 |
 HF0340| CL4662 KING RM 2                            76.843 METERS 31557     |
 HF0340|---------------------------------------------------------------------|
 HF0340
 HF0340                          SUPERSEDED SURVEY CONTROL
 HF0340
 HF0340  NAD 83(1997)-  37 58 49.57052(N)    097 00 12.60118(W) AD(       ) 3
 HF0340  NAD 83(1986)-  37 58 49.57457(N)    097 00 12.60217(W) AD(       ) 3
 HF0340  NAD 27      -  37 58 49.50053(N)    097 00 11.47612(W) AD(       ) 3
 HF0340  NGVD 29 (??/??/92)  428.745  (m)         1406.64   (f) ADJ UNCH    2 0
 HF0340
 HF0340.Superseded values are not recommended for survey control.
 HF0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0340.See file dsdata.txt to determine how the superseded data were derived.
 HF0340
 HF0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7534205525(NAD 83)
 HF0340_MARKER: DS = TRIANGULATION STATION DISK
 HF0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0340_STAMPING: KING 1962
 HF0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0340+STABILITY: SURFACE MOTION
 HF0340
 HF0340  HISTORY     - Date     Condition        Report By
 HF0340  HISTORY     - 1962     MONUMENTED       CGS
 HF0340  HISTORY     - 1962     GOOD             CGS
 HF0340
 HF0340                          STATION DESCRIPTION
 HF0340
 HF0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0340'THE STATION IS APPROXIMATELY 8 MILES WEST OF U.S. HIGHWAY 77,
 HF0340'3-1/2 MILES NORTH AND 1.0 MILE EAST OF POTWIN, 1/4 MILE
 HF0340'SOUTHEAST OF A CROSSROAD AND NEAR THE TOP OF A LOW HILL
 HF0340'OWNED BY MR. MERTON KING.
 HF0340'
 HF0340'TO REACH THE STATION FROM THE POST OFFICE IN POTWIN, GO NORTH
 HF0340'ON RANDALL STREET FOR 0.2 MILE TO A T-INTERSECTION.  TURN
 HF0340'RIGHT, EAST, ON A BLACKTOP ROAD FOR 0.75 MILE TO A CROSSROAD.
 HF0340'TURN LEFT, NORTH, ON THE BLACKTOP ROAD FOR 2.75 MILES TO A
 HF0340'BLACKTOP ROAD ON THE RIGHT, APPROXIMATELY 1/4 MILE BEFORE
 HF0340'REACHING A CROSSROAD.  TURN RIGHT, EAST, ON THE BLACKTOP ROAD
 HF0340'FOR 0.1 MILE AND THEN TURN RIGHT LEAVING THE ROAD AND GO
 HF0340'SOUTH FOR ABOUT 500 FEET TO THE STATION NEAR A POWER POLE.
 HF0340'
 HF0340'STATION MARKS ARE STANDARD DISKS STAMPED KING 1962.  THE
 HF0340'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HF0340'SURFACE OF THE GROUND.  IT IS 178 FEET SOUTH OF A FENCE,
 HF0340'28.5 FEET SOUTHEAST OF A POWER POLE AND 25 FEET SOUTH OF THE
 HF0340'CENTER OF THE POWER LINE.  THE UNDERGROUND DISK IS SET IN AN
 HF0340'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 HF0340'GROUND.
 HF0340'
 HF0340'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KING NO 1 1962,
 HF0340'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HF0340'IT IS 172 FEET NORTHEAST OF THE POWER POLE, 2 FEET WEST OF A METAL
 HF0340'WITNESS POST, 1.5 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT
 HF0340'SOUTH OF THE FENCE.
 HF0340'
 HF0340'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KING NO 2 1962,
 HF0340'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 HF0340'IT IS 224.5 FEET NORTHWEST OF THE POWER POLE, 20 FEET EAST OF THE
 HF0340'CENTER ONE OF THREE WOODEN FENCE POSTS, 2 FEET SOUTHWEST OF
 HF0340'A TELEPHONE POLE AND 1 FOOT SOUTH OF THE FENCE.
 HF0340'
 HF0340'NOTE- REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE.
 HF0340
 HF0340                          STATION RECOVERY (1962)
 HF0340
 HF0340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0340'8.8 MI W FROM DE GRAFF.
 HF0340'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHUSE AT
 HF0340'DE GRAFF, THENCE 8.0 MILE WEST ALONG A BLACKTOP ROAD, THENCE
 HF0340'0.5 MILE SOUTHWEST ALONG A RIDGE ACROSS PASTURE, 178 FEET SOUTH
 HF0340'OF A FENCE, 28.5 FEET SOUTHEAST OF A POWER POLE, SET IN THE
 HF0340'TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0341 ***********************************************************************
 HF0341  DESIGNATION -  KING RM 1
 HF0341  PID         -  HF0341
 HF0341  STATE/COUNTY-  KS/BUTLER
 HF0341  USGS QUAD   -  POTWIN (1961)
 HF0341
 HF0341                         *CURRENT SURVEY CONTROL
 HF0341  ___________________________________________________________________
 HF0341* NAD 83(1986)-  37 58 51.     (N)    097 00 12.     (W)     SCALED    
 HF0341* NAVD 88     -       427.725  (meters)    1403.29   (feet)  ADJUSTED  
 HF0341  ___________________________________________________________________
 HF0341  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HF0341  DYNAMIC HT  -         427.397 (meters)    1402.22  (feet)  COMP
 HF0341  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 HF0341
 HF0341  VERT ORDER  -  SECOND    CLASS 0
 HF0341
 HF0341.The horizontal coordinates were scaled from a topographic map and have
 HF0341.an estimated accuracy of +/- 6 seconds.
 HF0341
 HF0341.The orthometric height was determined by differential leveling
 HF0341.and adjusted by the National Geodetic Survey in June 1991..
 HF0341
 HF0341.The geoid height was determined by GEOID03.
 HF0341
 HF0341.The dynamic height is computed by dividing the NAVD 88
 HF0341.geopotential number by the normal gravity value computed on the
 HF0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0341.degrees latitude (g = 980.6199 gals.).
 HF0341
 HF0341.The modeled gravity was interpolated from observed gravity values.
 HF0341
 HF0341;                    North         East    Units  Estimated Accuracy
 HF0341;SPC KS S     -   546,910.      531,480.      MT  (+/- 180 meters Scaled)
 HF0341
 HF0341                          SUPERSEDED SURVEY CONTROL
 HF0341
 HF0341  NGVD 29 (??/??/92)  427.585  (m)         1402.84   (f) ADJ UNCH    2 0
 HF0341
 HF0341.Superseded values are not recommended for survey control.
 HF0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0341.See file dsdata.txt to determine how the superseded data were derived.
 HF0341
 HF0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH753055(NAD 83)
 HF0341_MARKER: DR = REFERENCE MARK DISK
 HF0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0341_STAMPING: KING NO 1 1962
 HF0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0341+STABILITY: SURFACE MOTION
 HF0341
 HF0341  HISTORY     - Date     Condition        Report By
 HF0341  HISTORY     - 1962     MONUMENTED       CGS
 HF0341
 HF0341                          STATION DESCRIPTION
 HF0341
 HF0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0341'8.8 MI W FROM DE GRAFF.
 HF0341'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0341'DE GRAFF, THENCE 8.0 MILE WEST ALONG A BLACKTOP ROAD, THENCE
 HF0341'0.5 MILE SOUTHWEST ALONG A RIDGE ACROSS PASTURE, 172 FEET
 HF0341'NORTHEAST OF A POWER POLE, 189.5 FEET NORTH OF THE STATION
 HF0341'KING 1962, 2.0 FEET WEST OF A METAL WITNESS POST, 1.5 FEET SOUTH
 HF0341'OF A TELEPHONE POLE 1.0 FEET SOUTH OF A FENCE, SET IN THE
 HF0341'TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0342 ***********************************************************************
 HF0342  DESIGNATION -  KING RM 2
 HF0342  PID         -  HF0342
 HF0342  STATE/COUNTY-  KS/BUTLER
 HF0342  USGS QUAD   -  POTWIN (1961)
 HF0342
 HF0342                         *CURRENT SURVEY CONTROL
 HF0342  ___________________________________________________________________
 HF0342* NAD 83(1986)-  37 58 51.     (N)    097 00 12.     (W)     SCALED    
 HF0342* NAVD 88     -       427.604  (meters)    1402.90   (feet)  ADJUSTED  
 HF0342  ___________________________________________________________________
 HF0342  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HF0342  DYNAMIC HT  -         427.276 (meters)    1401.82  (feet)  COMP
 HF0342  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 HF0342
 HF0342  VERT ORDER  -  SECOND    CLASS 0
 HF0342
 HF0342.The horizontal coordinates were scaled from a topographic map and have
 HF0342.an estimated accuracy of +/- 6 seconds.
 HF0342
 HF0342.The orthometric height was determined by differential leveling
 HF0342.and adjusted by the National Geodetic Survey in June 1991..
 HF0342
 HF0342.The geoid height was determined by GEOID03.
 HF0342
 HF0342.The dynamic height is computed by dividing the NAVD 88
 HF0342.geopotential number by the normal gravity value computed on the
 HF0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0342.degrees latitude (g = 980.6199 gals.).
 HF0342
 HF0342.The modeled gravity was interpolated from observed gravity values.
 HF0342
 HF0342;                    North         East    Units  Estimated Accuracy
 HF0342;SPC KS S     -   546,910.      531,480.      MT  (+/- 180 meters Scaled)
 HF0342
 HF0342                          SUPERSEDED SURVEY CONTROL
 HF0342
 HF0342  NGVD 29 (??/??/92)  427.464  (m)         1402.44   (f) ADJ UNCH    2 0
 HF0342
 HF0342.Superseded values are not recommended for survey control.
 HF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0342.See file dsdata.txt to determine how the superseded data were derived.
 HF0342
 HF0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH753055(NAD 83)
 HF0342_MARKER: DR = REFERENCE MARK DISK
 HF0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0342_STAMPING: KING NO 2 1962
 HF0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0342+STABILITY: SURFACE MOTION
 HF0342
 HF0342  HISTORY     - Date     Condition        Report By
 HF0342  HISTORY     - 1962     MONUMENTED       CGS
 HF0342
 HF0342                          STATION DESCRIPTION
 HF0342
 HF0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0342'8.8 MI W FROM DE GRAFF.
 HF0342'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0342'DE GRAFF, THENCE 8.0 MILES WEST ALONG A BLACKTOP ROAD, THENCE
 HF0342'0.5 MILE SOUTHWEST ALONG A RIDGE ACROSS PASTURE, 252.1 FEET
 HF0342'NORTHWEST OF THE STATION KING 1962, 224.5 FEET NORTHWEST
 HF0342'OF A POWER POLE, 2.0 FEET SOUTHWEST OF A TELEPHONE POLE, 1.0
 HF0342'FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0342'PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0045 ***********************************************************************
 HG0045  DESIGNATION -  KINGMAN
 HG0045  PID         -  HG0045
 HG0045  STATE/COUNTY-  KS/KINGMAN
 HG0045  USGS QUAD   -  CLEVELAND (1967)
 HG0045
 HG0045                         *CURRENT SURVEY CONTROL
 HG0045  ___________________________________________________________________
 HG0045* NAD 83(1997)-  37 35 10.50808(N)    098 09 13.67315(W)     ADJUSTED  
 HG0045* NAVD 88     -       508.784  (meters)    1669.24   (feet)  POSTED    
 HG0045  ___________________________________________________________________
 HG0045  X           -    -717,798.677 (meters)                     COMP
 HG0045  Y           -  -5,009,790.628 (meters)                     COMP
 HG0045  Z           -   3,869,447.550 (meters)                     COMP
 HG0045  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 HG0045  ELLIP HEIGHT-         480.54  (meters)          (10/02/98) GPS OBS
 HG0045  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0045  DYNAMIC HT  -         508.360 (meters)    1667.84  (feet)  COMP
 HG0045  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 HG0045
 HG0045  HORZ ORDER  -  FIRST
 HG0045  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HG0045  ELLP ORDER  -  FOURTH    CLASS I
 HG0045
 HG0045.The horizontal coordinates were established by classical geodetic methods
 HG0045.and adjusted by the National Geodetic Survey in October 1998..
 HG0045
 HG0045.The orthometric height was determined by differential leveling
 HG0045.and adjusted by the National Geodetic Survey in 1992..
 HG0045.No vertical observational check was made to the station.
 HG0045.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HG0045.was located on a no-check spur therefore a value was not computed.
 HG0045
 HG0045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HG0045
 HG0045.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0045
 HG0045.The ellipsoidal height was determined by GPS observations
 HG0045.and is referenced to NAD 83.
 HG0045
 HG0045.The geoid height was determined by GEOID03.
 HG0045
 HG0045.The dynamic height is computed by dividing the NAVD 88
 HG0045.geopotential number by the normal gravity value computed on the
 HG0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0045.degrees latitude (g = 980.6199 gals.).
 HG0045
 HG0045.The modeled gravity was interpolated from observed gravity values.
 HG0045
 HG0045;                    North         East     Units Scale Factor Converg.
 HG0045;SPC KS S     -   502,116.588   430,576.289   MT  0.99995255   +0 12 45.9
 HG0045;UTM  14      - 4,160,246.989   574,710.433   MT  0.99966875   +0 30 58.2
 HG0045
 HG0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0045!SPC KS S     -   0.99992460  x   0.99995255  =   0.99987715
 HG0045!UTM  14      -   0.99992460  x   0.99966875  =   0.99959337
 HG0045
 HG0045:                Primary Azimuth Mark                     Grid Az
 HG0045:SPC KS S     -  KINGMAN MUNICIPAL TANK                   026 32 12.7
 HG0045:UTM  14      -  KINGMAN MUNICIPAL TANK                   026 14 00.4
 HG0045
 HG0045|---------------------------------------------------------------------|
 HG0045| PID    Reference Object                     Distance      Geod. Az  |
 HG0045|                                                           dddmmss.s |
 HG0045| HG0805 KINGMAN MUNICIPAL TANK              APPROX. 8.0 KM 0264458.6 |
 HG0045| HG0795 PRETTY PRAIRIE MUNICIPAL TANK       APPROX.24.5 KM 0285053.5 |
 HG0045| HG0806 KINGMAN RAD STA KAJ 941 MAST        APPROX. 4.5 KM 0512426.5 |
 HG0045| HG0808 KINGMAN RM A                         26.452 METERS 06538     |
 HG0045| HG0046 KINGMAN RM 2                         62.865 METERS 06538     |
 HG0045| HG0043 KINGMAN AZ MK                                      3584400.0 |
 HG0045| HG0044 KINGMAN RM 1                         26.097 METERS 35848     |
 HG0045|---------------------------------------------------------------------|
 HG0045
 HG0045                          SUPERSEDED SURVEY CONTROL
 HG0045
 HG0045  NAD 83(1997)-  37 35 10.51418(N)    098 09 13.67613(W) AD(       ) 1
 HG0045  NAD 83(1986)-  37 35 10.51554(N)    098 09 13.67202(W) AD(       ) 1
 HG0045  NAD 27      -  37 35 10.45600(N)    098 09 12.44200(W) AD(       ) 1
 HG0045  NGVD 29 (??/??/92)  508.605  (m)         1668.65   (f) ADJ UNCH    1 2
 HG0045
 HG0045.Superseded values are not recommended for survey control.
 HG0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0045.See file dsdata.txt to determine how the superseded data were derived.
 HG0045
 HG0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7471060247(NAD 83)
 HG0045_MARKER: DS = TRIANGULATION STATION DISK
 HG0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0045_SP_SET: CONCRETE POST
 HG0045_MARK LOGO: NONE  
 HG0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0045+STABILITY: SURFACE MOTION
 HG0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0045+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 HG0045
 HG0045  HISTORY     - Date     Condition        Report By
 HG0045  HISTORY     - 1901     MONUMENTED       CGS
 HG0045  HISTORY     - 1934     GOOD             CGS
 HG0045  HISTORY     - 1937     GOOD             CGS
 HG0045  HISTORY     - 1938     GOOD             CGS
 HG0045  HISTORY     - 1940     GOOD             CGS
 HG0045  HISTORY     - 1953     GOOD             CGS
 HG0045  HISTORY     - 1953     GOOD             NGS
 HG0045  HISTORY     - 1962     GOOD             CGS
 HG0045  HISTORY     - 1968     GOOD             CGS
 HG0045  HISTORY     - 1968     GOOD             NGS
 HG0045  HISTORY     - 1986     GOOD             NGS
 HG0045  HISTORY     - 19910402 GOOD             NGS
 HG0045  HISTORY     - 20011203 GOOD             KSDT
 HG0045
 HG0045                          STATION DESCRIPTION
 HG0045
 HG0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (ATM)
 HG0045'STATION IS ON THE W LINE OF SECTION 25, T 28 S, R 8 W, ON
 HG0045'LAND BELONGING (IN 1901) TO THOMAS GILLEN, ABOUT 350 YARDS
 HG0045'FROM THE CORNER OF SECTIONS 23, 24, 25 AND 26 WHERE THERE
 HG0045'IS A SCHOOLHOUSE, AND 13.17 METERS (43.2 FEET) FROM THE W
 HG0045'FENCE LINE ON THE ROAD.
 HG0045'
 HG0045'THE SURFACE AND UNDERGROUND MARKS ARE OLD TYPE BRONZE STATION
 HG0045'MARKS, SET IN CONCRETE IN A 6-INCH DRAIN TILE.  THE FLANGE
 HG0045'OF THE SURFACE MARK TILE IS FLUSH WITH THE GROUND.  TWO
 HG0045'WITNESS MARKS, EACH CONSISTING OF A 4-INCH DRAIN TILE FILLED
 HG0045'WITH CONCRETE, WITH A NAIL AT THE CENTER OF THE TOP, ARE
 HG0045'FLUSH WITH THE GROUND, ONE N AND THE OTHER S FROM THE STATION.
 HG0045'
 HG0045'A U.S.C. AND G.S. BENCH MARK X 4 IS 342.97 METERS (1,125.2
 HG0045'FEET) FROM THE STATION IS AZIMUTH 177 DEG 55 MIN.
 HG0045
 HG0045                          STATION RECOVERY (1934)
 HG0045
 HG0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HG0045'RECOVERD ALL MARKS IN GOOD CONDITION.  STATION IS ABOUT
 HG0045'4 MILES S AND 2-1/4 MILES W OF KINGMAN, ON THE W LINE OF
 HG0045'THE NW 1/4 SECTION 25, T 28 S, R 8 W, ON LAND BELONGING
 HG0045'TO THE HEIRS OF THOMAS GILLEN, ABOUT 350 YARDS S OF THE
 HG0045'NW CORNER OF SECTION 25, WHERE THERE IS A SCHOOLHOUSE, 43.2
 HG0045'FEET E FROM THE FENCE ON THE W SIDE OF THE ROAD, 5.3 FEET
 HG0045'E OF THE FENCE LINE ON E SIDE OF THE ROAD, 83-1/2 FEET S
 HG0045'OF THE FENCE ON THE N SIDE OF THE FARM ENTRANCE.  ONE WITNESS
 HG0045'MARK IS 6.3 FEET N AND THE OTHER 6.1 FEET S OF THE STATION.
 HG0045
 HG0045                          STATION RECOVERY (1937)
 HG0045
 HG0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 HG0045'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 HG0045'AND ABOUT LEVEL WITH THE SURFACE OF THE GROUND.  THE STATION
 HG0045'IS ABOUT 6.3 MILES S BY W OF KINGMAN, 26 FEET E OF CENTER
 HG0045'LINE OF ROAD, 54.5 FEET W OF A SMALL 2-ROOM HOUSE, 64 FEET
 HG0045'S FROM CENTER LINE OF PRIVATE ROAD LEADING E, AND 77 FEET
 HG0045'S OF WIRE FENCE LEADING FROM THE ROAD EASTWARD.  THE HOUSE
 HG0045'REFERRED TO ABOVE IS OCCUPIED BY J.T. LONG.
 HG0045
 HG0045                          STATION RECOVERY (1938)
 HG0045
 HG0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0045'STATIONMARK, A BRASS PLUG SET IN CONCRETE IN A 6-INCH TILE
 HG0045'EMBEDDED IN A MASS OF CONCRETE, AND TWO WITNESS MARKS, 6.3
 HG0045'FEET N AND ANOTHER 6.02 FEET S OF THE STATION, WERE RECOVERED.
 HG0045'THE WITNESS MARKS ARE IRON PINS SET IN CONCRETE ABOUT FLUSH
 HG0045'WITH THE GROUND.  THE STATION IS LOCATED IN THE CENTRAL
 HG0045'PART OF KINGMAN COUNTY, ABOUT 7 MILES, AIR LINE, SW OF KINGMAN,
 HG0045'9 MILES SE OF CALISA AND ABOUT 3.5 MILES NW OF CLEVELAND.
 HG0045'IT IS ON THE W LINE OF THE NW 1/4 SECTION 25, T 28 S, R 8 W.
 HG0045'IT IS ABOUT 0.2 MILE S OF THE NW CORNER OF SECTION ON LAND
 HG0045'BELONGING TO THE GILLEN HEIRS, 54.5 FEET W OF THE RESIDENCE
 HG0045'OF MR. J.T. LONG, 64 FEET S OF A PRIVATE ROAD AND 77 FEET
 HG0045'S OF A WIRE FENCE LEADING FROM ROAD TO EASTWARD.
 HG0045'
 HG0045'TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED,
 HG0045'STANDARD BRONZE DISKS SET IN CONCRETE.
 HG0045'AND STAMPED KINGMAN 1901, 1938.
 HG0045'
 HG0045'THE AZIMUTH MARK IS 0.4 MILE N OF THE STATION, 20 FEET W
 HG0045'OF THE CENTER OF ROAD AND 1 FOOT E OF FENCE LINE.
 HG0045'
 HG0045'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 HG0045'54 AND STATE HIGHWAY 14 IN KINGMAN BY GOING S ON STATE
 HG0045'HIGHWAY 14 FOR 4.2 MILES, THENCE W ON DIRT ROAD 1.8 MILES TO
 HG0045'A CROSS ROAD AND A SCHOOLHOUSE ON THE LEFT, THENCE LEFT, (S)
 HG0045'0.2 MILE TO STATION.
 HG0045'
 HG0045'OBSERVATIONS MADE FROM A 77-FOOT TOWER.
 HG0045
 HG0045                          STATION RECOVERY (1940)
 HG0045
 HG0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HG0045'STATION RECOVERED AS DESCRIBED BY P.L.B., IN 1938.  A WHITE
 HG0045'REFERENCE POST WAS SET 6 FEET W OF THE STATION, ANOTHER
 HG0045'WAS SET 6 FEET S BY E OF THE AZIMUTH MARK.
 HG0045
 HG0045                          STATION RECOVERY (1953)
 HG0045
 HG0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 HG0045'STATION IS 4.7 MI. S ALONG THE A.T. AND S.F.RY. FROM THE
 HG0045'STATION IN KINGMAN, THENCE 1.1 MI. W ALONG A GRAVELED ROAD,
 HG0045'THENCE 0.2 MI. S ALONG A DIRT ROAD, 0.2 MI. S OF A SCHOOL,
 HG0045'48 FT. N OF THE CENTERLINE OF A N-S ROAD, 35 FT. N OF AN
 HG0045'E-W FENCE, 5.6 FT. E OF A N-S FENCE, 2 FT. SW OF A WITNESS
 HG0045'POST, A TRIANGULATION-STATION DISK, SET IN THE TOP OF A
 HG0045'CONCRETE POST WHICH IS 0.3 FT. BELOW THE TOP OF THE GROUND.
 HG0045'THERE IS NO STAMPING ON THIS MARK.
 HG0045'
 HG0045'REFERENCE MARK 1 IS 85.6 FT. N OF THE STATION, 24 FT. E
 HG0045'OF THE CENTERLINE OF A N-S ROAD, 4 FT. E OF A FENCE, A
 HG0045'REFERENCE-MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH
 HG0045'PROJECTS 0.3 FT. ABOVE THE GROUND AND STAMPED KINGMAN NO
 HG0045'1 1938.
 HG0045'
 HG0045'REFERENCE MARK 2 IS 206.4 FT. NE OF THE STATION, 121 FT.
 HG0045'N OF AN E-W FENCE, 194 FT. E OF A N-S FENCE, A REFERENCE-MARK
 HG0045'DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 HG0045'FT. ABOVE THE GROUND, AND STAMPED KINGMAN NO 2 1938.
 HG0045'
 HG0045'AZIMUTH MARK IS 0.4 MI. N OF THE STATION, 0.2 MI. N OF A
 HG0045'SCHOOL, 19 FT. W OF THE CENTERLINE OF A N-S ROAD, 1 FT.
 HG0045'E OF A FENCE, 2 FT. N OF A WITNESS POST, AN AZIMUTH-MARK
 HG0045'DISK, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 HG0045'THE GROUND, AND STAMPED KINGMAN 1938.
 HG0045
 HG0045                          STATION RECOVERY (1953)
 HG0045
 HG0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HG0045'6 MI SW FROM KINGMAN.
 HG0045'4.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0045'FROM THE STATION AT KINGMAN, THENCE 1.1 MILES WEST ALONG A GRAVELED
 HG0045'ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, 0.2 MILE SOUTH OF A
 HG0045'SCHOOL, 48 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 HG0045'LEADING EAST TO A FARMHOUSE, 26 FEET EAST OF THE CENTER LINE
 HG0045'OF A NORTH AND SOUTH ROAD, 35 FEET NORTH OF AN EAST AND WEST
 HG0045'FENCE, 5.6 FEET EAST OF A NORTH AND SOUTH FENCE, 2 FEET SOUTHWEST
 HG0045'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 HG0045'0.3 FOOT BELOW THE TOP OF THE GROUND.  THERE IS NO STAMPING ON
 HG0045'THIS MARK.
 HG0045
 HG0045                          STATION RECOVERY (1962)
 HG0045
 HG0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HG0045'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HG0045'DISTANCES AND DIRECTIONS TO THE MARKS WERE NOT CHECKED AS
 HG0045'THE STATION WAS OCCUPIED BY LIGHTKEEPER FOR CHECK ANGLE
 HG0045'ONLY.
 HG0045'
 HG0045'FOLLOWING ARE ADDITIONAL NOTES AND A NEW DESCRIPTION TO
 HG0045'REACH THE STATION, AS THE ORIGINAL DESCRIPTION WAS NOT
 HG0045'AVAILABLE AT THIS TIME.
 HG0045'
 HG0045'THE STATION IS APPROXIMATELY 9 MILES NORTH OF SPIVEY, 5
 HG0045'MILES SOUTHWEST OF KINGMAN, 2 MILES WEST OF STATE HIGHWAY
 HG0045'14, IN PASTURELAND OWNED BY MR. RALPH HENNINGS.
 HG0045'
 HG0045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 HG0045'AND STATE HIGHWAY 14, IN KINGMAN, GO SOUTH ON HIGHWAY 14
 HG0045'FOR 4.0 MILES TO A CROSSROAD.  BEAR RIGHT, WEST, ON A PAVED
 HG0045'ROAD 0.2 MILE TO WHERE THE PAVED ROAD BEARS LEFT, SOUTH.
 HG0045'CONTINUE STRAIGHT AHEAD, WEST, ON A GRAVELED ROAD FOR 2.0
 HG0045'MILES TO A CROSSROAD.  TURN LEFT, SOUTH ON THE GRAVELED
 HG0045'ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT, IN THE SOUTHWEST
 HG0045'CORNER OF PASTURE.
 HG0045'
 HG0045'THE STATION MARK IS AN UNSTAMPED BRONZE DISK WITH CROSS
 HG0045'LINES AT RIGHT ANGLES, SET IN AN IRON PIPE WHICH IN TURN
 HG0045'IS SET IN CONCRETE AND FLUSH WITH THE SURFACE OF THE GROUND.
 HG0045'IT IS 34.5 FEET NORTH OF A FENCE CORNER, 24.5 FEET EAST
 HG0045'OF THE CENTER OF THE GRAVELED ROAD AND 6.8 FEET EAST OF A
 HG0045'METAL WITNESS POST.
 HG0045
 HG0045                          STATION RECOVERY (1968)
 HG0045
 HG0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HG0045'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 HG0045'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 HG0045'CONDITION.  THE DISTANCES AND DIRECTIONS CHECKED FAVORABLE.  DUE
 HG0045'TO SOME CHANGES A NEW DESCRIPTION FOLLOWS.
 HG0045'
 HG0045'THE STATION IS ON THE WEST LINE OF SECTION 25, T 28 S, R 8
 HG0045'W. ON THE PROPERTY OWNED BY MR. RALPH HENNINGS.  IT IS A BRASS
 HG0045'PLUG SET IN THE TOP OF A 6 INCH TILE THAT IS EMBEDDED IN A
 HG0045'MASS OF CONCRETE AND BEARS NO STAMPING.  IT IS 6.8 FEET EAST
 HG0045'OF A FENCE LINE AND A METAL WITNESS POST, 24 FEET EAST OF THE
 HG0045'CENTER LINE OF A GRADED ROAD, 48 FEET SOUTH OF A FENCE CORNER
 HG0045'AND 34.5 FEET NORTH OF A FENCE CORNER.  IT IS 2 INCHES BELOW
 HG0045'THE SURFACE OF THE GROUND.
 HG0045'
 HG0045'TO REACH THE STATION FROM THE POST OFFICE IN KINGMAN, GO
 HG0045'SOUTH ON STATE HIGHWAY 14 FOR 3.95 MILES TO A CROSSROAD.  TURN
 HG0045'RIGHT AND GO WEST ON A PAVED ROAD FOR 0.2 MILE TO A FORK.  KEEP
 HG0045'RIGHT FORK AND CONTINUE WEST ON A GRADED ROAD FOR 2 MILES TO A
 HG0045'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 0.2 MILE TO STATION
 HG0045'ON THE LEFT.
 HG0045'
 HG0045'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRADED
 HG0045'ROAD FOR 0.2 MILE TO A CROSSROAD.  CONTINUE AHEAD NORTH ON GRADED
 HG0045'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HG0045'
 HG0045'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, KINGMAN NO 1
 HG0045'1938, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 HG0045'PROJECTS 6 INCHES.  IT IS 4 FEET EAST OF A FENCE LINE, 37 FEET
 HG0045'NORTH OF A FENCE CORNER AND 23 FEET EAST OF THE CENTER LINE OF
 HG0045'A GRADED ROAD.
 HG0045'
 HG0045'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, KINGMAN NO 2 1938,
 HG0045'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 HG0045'8 INCHES.  IT IS 39.5 FEET NORTH OF A FENCE LINE AND 193 FEET
 HG0045'EAST OF THE NORTH-SOUTH FENCE LINE.
 HG0045'
 HG0045'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, KINGMAN 1938, SET
 HG0045'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 HG0045'WITH THE SURFACE OF THE GROUND.  IT IS 12 FEET EAST OF A FENCE,
 HG0045'20 FEET WEST OF THE CENTER LINE OF A GRADED ROAD AND 2.5 FEET
 HG0045'SOUTH OF A METAL WITNESS POST.
 HG0045'
 HG0045'HEIGHT OF LIGHT ABOVE STATION MARK 26.35 METERS.
 HG0045
 HG0045                          STATION RECOVERY (1968)
 HG0045
 HG0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HG0045'RECOVERED IN GOOD CONDITION.
 HG0045
 HG0045                          STATION RECOVERY (1986)
 HG0045
 HG0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0045'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 HG0045'NOTE--THIS IS AN OLD 1901 UNSTAMPED TRIANGULATION DISK.
 HG0045
 HG0045                          STATION RECOVERY (1991)
 HG0045
 HG0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HG0045'STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTH-SOUTHWEST OF KINGMAN. IT
 HG0045'IS ON THE WEST LINE OF SECTION 25, T 28 S, R 8 W. ABOUT 2 MI
 HG0045'(3.2 KM) WEST OF STATE ROUTE 14, AT THE WEST EDGE OF PASTURELAND.
 HG0045'OWNERSHIP-MR. RALPH HENNINGS WHO LIVES IN FARM HOUSE JUST EAST OF
 HG0045'STATION.
 HG0045'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE
 HG0045'ROUTE 14 SOUTH, LOCATED ABOUT THE MIDDLE OF KINGMAN, GO SOUTH ALONG
 HG0045'STATE ROUTE 14 FOR 4.1 MI (6.6 KM) TO THE JUNCTION OF COUNTY ROAD 429
 HG0045'ON THE RIGHT. TURN RIGHT, WEST, ALONG COUNTY ROAD FOR 0.15 MI
 HG0045'(0.24 KM) TO A FORK IN THE ROAD. BEAR RIGHT AND CONTINUE WEST FOR
 HG0045'0.95 MI (1.53 KM) TO A RAILROAD CROSSING. CONTINUE WEST ALONG ROAD
 HG0045'FOR 1.15 MI (1.85 KM) TO A SECTION LINE ROAD INTERSECTION. TURN LEFT,
 HG0045'SOUTH, ALONG GRAVEL SECTION LINE ROAD FOR 0.25 MI (0.40 KM) TO A
 HG0045'PRIVATE FARM ENTRANCE ROAD ON THE LEFT AND THE STATION ON THE LEFT
 HG0045'JUST INSIDE A PASTURE FENCELINE.
 HG0045'STATION IS A BRASS PLUG SET IN CONCRETE INSIDE A 6-INCH TILE, EMBEDDED
 HG0045'IN A MASS OF CONCRETE, THE CENTER OF THE CROSS LINES AT RIGHT ANGLES
 HG0045'IS POINT HELD.  STATION IS UNSTAMPED AND ABOUT 8-CM BELOW THE SURFACE
 HG0045'OF THE GROUND.  IT IS LOCATED 24.0 FT (7.3 M) EAST OF THE CENTER OF
 HG0045'THE SECTION LINE ROAD, 6.8 FT (2.1 M) EAST OF A PASTURE FENCELINE AND
 HG0045'METAL WITNESS POST, 48.0 FT (14.6 M) SOUTH OF A FENCE CORNER, 34.5 FT
 HG0045'(10.5 M) NORTH OF A FENCE CORNER, 52.0 FT (15.8 M) NORTH OF THE
 HG0045'CENTER OF FARM ENTRANCE DRIVE, AND 23.0 FT (7.0 M) NORTH-NORTHEAST OF
 HG0045'A MAILBOX.
 HG0045
 HG0045                          STATION RECOVERY (2001)
 HG0045
 HG0045'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2001 (LDM)
 HG0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0101 ***********************************************************************
 HG0101  DESIGNATION -  KINGMAN
 HG0101  PID         -  HG0101
 HG0101  STATE/COUNTY-  KS/KINGMAN
 HG0101  USGS QUAD   -  KINGMAN (1983)
 HG0101
 HG0101                         *CURRENT SURVEY CONTROL
 HG0101  ___________________________________________________________________
 HG0101* NAD 83(1986)-  37 38 29.     (N)    098 06 48.     (W)     SCALED    
 HG0101* NAVD 88     -       457.745  (meters)    1501.79   (feet)  ADJUSTED  
 HG0101  ___________________________________________________________________
 HG0101  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0101  DYNAMIC HT  -         457.367 (meters)    1500.54  (feet)  COMP
 HG0101  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 HG0101
 HG0101  VERT ORDER  -  FIRST     CLASS II
 HG0101
 HG0101.The horizontal coordinates were scaled from a topographic map and have
 HG0101.an estimated accuracy of +/- 6 seconds.
 HG0101
 HG0101.The orthometric height was determined by differential leveling
 HG0101.and adjusted by the National Geodetic Survey in June 1991..
 HG0101.WARNING-Repeat measurements at this control monument indicate possible
 HG0101.vertical movement.
 HG0101
 HG0101.The geoid height was determined by GEOID03.
 HG0101
 HG0101.The dynamic height is computed by dividing the NAVD 88
 HG0101.geopotential number by the normal gravity value computed on the
 HG0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0101.degrees latitude (g = 980.6199 gals.).
 HG0101
 HG0101.The modeled gravity was interpolated from observed gravity values.
 HG0101
 HG0101;                    North         East    Units  Estimated Accuracy
 HG0101;SPC KS S     -   508,250.      434,130.      MT  (+/- 180 meters Scaled)
 HG0101
 HG0101                          SUPERSEDED SURVEY CONTROL
 HG0101
 HG0101  NGVD 29 (??/??/92)  457.572  (m)         1501.22   (f) ADJ UNCH    1 2
 HG0101
 HG0101.Superseded values are not recommended for survey control.
 HG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0101.See file dsdata.txt to determine how the superseded data were derived.
 HG0101
 HG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG782663(NAD 83)
 HG0101_MARKER: DB = BENCH MARK DISK
 HG0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0101_STAMPING: KINGMAN 1933
 HG0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0101+STABILITY: SURFACE MOTION
 HG0101
 HG0101  HISTORY     - Date     Condition        Report By
 HG0101  HISTORY     - 1933     MONUMENTED       CGS
 HG0101  HISTORY     - 1956     GOOD             NGS
 HG0101
 HG0101                          STATION DESCRIPTION
 HG0101
 HG0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HG0101'AT KINGMAN.
 HG0101'AT KINGMAN, 0.15 MILE SOUTHWEST OF THE ATCHISON, TOPEKA AND
 HG0101'SANTA FE RAILROAD STATION, AT THE NORTHWEST PART OF THE CITY
 HG0101'PARK, 141 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 HG0101'BRIDGE OVER THE SOUTH FORK OF THE NINNESCAH RIVER, 71 FEET
 HG0101'EAST OF THE CENTER LINE OF STATE HIGHWAY 17, 28 FEET EAST OF A
 HG0101'FENCE, 1.7 FEET NORTH OF THE NORTH SIDE OF A SIDEWALK, SET IN
 HG0101'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 HG0101'GROUND, IN SECTION 5, TOWNSHIP 29 SOUTH, RANGE 7 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0043 ***********************************************************************
 HG0043  DESIGNATION -  KINGMAN AZ MK
 HG0043  PID         -  HG0043
 HG0043  STATE/COUNTY-  KS/KINGMAN
 HG0043  USGS QUAD   -  CLEVELAND (1967)
 HG0043
 HG0043                         *CURRENT SURVEY CONTROL
 HG0043  ___________________________________________________________________
 HG0043* NAD 83(1986)-  37 35 31.     (N)    098 09 14.     (W)     SCALED    
 HG0043* NAVD 88     -       507.264  (meters)    1664.25   (feet)  POSTED    
 HG0043  ___________________________________________________________________
 HG0043  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0043  DYNAMIC HT  -         506.840 (meters)    1662.86  (feet)  COMP
 HG0043  MODELED GRAV-     979,781.2   (mgal)                       NAVD 88
 HG0043
 HG0043  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HG0043
 HG0043.The horizontal coordinates were scaled from a topographic map and have
 HG0043.an estimated accuracy of +/- 6 seconds.
 HG0043
 HG0043.The orthometric height was determined by differential leveling
 HG0043.and adjusted by the National Geodetic Survey in 1992..
 HG0043.No vertical observational check was made to the station.
 HG0043.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HG0043.was located on a no-check spur therefore a value was not computed.
 HG0043
 HG0043.The geoid height was determined by GEOID03.
 HG0043
 HG0043.The dynamic height is computed by dividing the NAVD 88
 HG0043.geopotential number by the normal gravity value computed on the
 HG0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0043.degrees latitude (g = 980.6199 gals.).
 HG0043
 HG0043.The modeled gravity was interpolated from observed gravity values.
 HG0043
 HG0043;                    North         East    Units  Estimated Accuracy
 HG0043;SPC KS S     -   502,750.      430,570.      MT  (+/- 180 meters Scaled)
 HG0043
 HG0043                          SUPERSEDED SURVEY CONTROL
 HG0043
 HG0043  NGVD 29 (??/??/92)  507.086  (m)         1663.66   (f) ADJ UNCH    1 2
 HG0043
 HG0043.Superseded values are not recommended for survey control.
 HG0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0043.See file dsdata.txt to determine how the superseded data were derived.
 HG0043
 HG0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG746608(NAD 83)
 HG0043_MARKER: DZ = AZIMUTH MARK DISK
 HG0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0043_SP_SET: CONCRETE POST
 HG0043_STAMPING: KINGMAN 1938
 HG0043_MARK LOGO: CGS   
 HG0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0043+STABILITY: SURFACE MOTION
 HG0043
 HG0043  HISTORY     - Date     Condition        Report By
 HG0043  HISTORY     - 1938     MONUMENTED       CGS
 HG0043  HISTORY     - 1953     GOOD             NGS
 HG0043  HISTORY     - 1986     GOOD             NGS
 HG0043
 HG0043                          STATION DESCRIPTION
 HG0043
 HG0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0043'6 MI SW FROM KINGMAN.
 HG0043'4.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0043'FROM THE STATION AT KINGMAN, THENCE 1.1 MILES WEST ALONG A
 HG0043'GRAVELED ROAD, THENCE 0.2 MILE NORTH ALONG A DIRT ROAD, 0.2 MILE
 HG0043'NORTH OF A SCHOOL, 19 FEET WEST OF THE CENTER LINE OF A NORTH AND
 HG0043'SOUTH ROAD, 1 FOOT EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 HG0043'0.4 MILE NORTH OF TRIANGULATION STATION KINGMAN 1901, SET IN THE
 HG0043'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HG0043
 HG0043                          STATION RECOVERY (1986)
 HG0043
 HG0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0804 ***********************************************************************
 HG0804  DESIGNATION -  KINGMAN MUNICIPAL TANK
 HG0804  PID         -  HG0804
 HG0804  STATE/COUNTY-  KS/KINGMAN
 HG0804  USGS QUAD   -  KINGMAN (1983)
 HG0804
 HG0804                         *CURRENT SURVEY CONTROL
 HG0804  ___________________________________________________________________
 HG0804* NAD 83(1997)-  37 39 40.66939(N)    098 06 49.29657(W)     ADJUSTED  
 HG0804* NAVD 88     -                                                        
 HG0804  ___________________________________________________________________
 HG0804  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 HG0804  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HG0804
 HG0804  HORZ ORDER  -  THIRD
 HG0804
 HG0804.The horizontal coordinates were established by classical geodetic methods
 HG0804.and adjusted by the National Geodetic Survey in October 1998..
 HG0804
 HG0804
 HG0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0804
 HG0804.The geoid height was determined by GEOID03.
 HG0804
 HG0804;                    North         East     Units Scale Factor Converg.
 HG0804;SPC KS S     -   510,459.182   434,083.769   MT  0.99994587   +0 14 14.6
 HG0804;UTM  14      - 4,168,605.746   578,172.672   MT  0.99967527   +0 32 29.6
 HG0804
 HG0804                          SUPERSEDED SURVEY CONTROL
 HG0804
 HG0804  NAD 83(1997)-  37 39 40.67587(N)    098 06 49.29927(W) AD(       ) 4
 HG0804  NAD 83(1986)-  37 39 40.67692(N)    098 06 49.29571(W) AD(       ) 4
 HG0804  NAD 27      -  37 39 40.62213(N)    098 06 48.07298(W) AD(       ) 3
 HG0804
 HG0804.Superseded values are not recommended for survey control.
 HG0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0804.See file dsdata.txt to determine how the superseded data were derived.
 HG0804
 HG0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7817368606(NAD 83)
 HG0804_MARKER: 51 = TANK
 HG0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0804+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG0804
 HG0804  HISTORY     - Date     Condition        Report By
 HG0804  HISTORY     - 1962     FIRST OBSERVED   CGS
 HG0804  HISTORY     - 20040821 GOOD             USPSQD
 HG0804
 HG0804                          STATION DESCRIPTION
 HG0804
 HG0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HG0804'THE STATION IS THE LIGHT ATOP THE BALL OF A SILVER, SPHERICAL
 HG0804'SHAPED, WATER TANK WHICH IS APPROX. 100 FEET IN HEIGHT.
 HG0804'
 HG0804'IT IS LOCATED IN THE NORTH PART OF KINGMAN, NEAR THE INTERSECTION
 HG0804'OF KANSAS AVENUE AND MAIN STREET.
 HG0804
 HG0804                          STATION RECOVERY (2004)
 HG0804
 HG0804'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HG0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0805 ***********************************************************************
 HG0805  DESIGNATION -  KINGMAN MUNICIPAL TANK
 HG0805  PID         -  HG0805
 HG0805  STATE/COUNTY-  KS/KINGMAN
 HG0805  USGS QUAD   -  KINGMAN (1983)
 HG0805
 HG0805                         *CURRENT SURVEY CONTROL
 HG0805  ___________________________________________________________________
 HG0805* NAD 83(1997)-  37 39 02.39928(N)    098 06 46.65549(W)     ADJUSTED  
 HG0805* NAVD 88     -                                                        
 HG0805  ___________________________________________________________________
 HG0805  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HG0805  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 HG0805
 HG0805  HORZ ORDER  -  THIRD
 HG0805
 HG0805.The horizontal coordinates were established by classical geodetic methods
 HG0805.and adjusted by the National Geodetic Survey in October 1998..
 HG0805
 HG0805
 HG0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0805
 HG0805.The geoid height was determined by GEOID03.
 HG0805
 HG0805;                    North         East     Units Scale Factor Converg.
 HG0805;SPC KS S     -   509,279.636   434,153.394   MT  0.99994672   +0 14 16.2
 HG0805;UTM  14      - 4,167,426.905   578,248.536   MT  0.99967542   +0 32 30.7
 HG0805
 HG0805                          SUPERSEDED SURVEY CONTROL
 HG0805
 HG0805  NAD 83(1997)-  37 39 02.40562(N)    098 06 46.65821(W) AD(       ) 4
 HG0805  NAD 83(1986)-  37 39 02.40665(N)    098 06 46.65461(W) AD(       ) 4
 HG0805  NAD 27      -  37 39 02.34400(N)    098 06 45.43600(W) AD(       ) 3
 HG0805
 HG0805.Superseded values are not recommended for survey control.
 HG0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0805.See file dsdata.txt to determine how the superseded data were derived.
 HG0805
 HG0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7824967427(NAD 83)
 HG0805_MARKER: 51 = TANK
 HG0805
 HG0805  HISTORY     - Date     Condition        Report By
 HG0805  HISTORY     - 1938     FIRST OBSERVED   CGS
 HG0805  HISTORY     - 1940     GOOD             CGS
 HG0805  HISTORY     - 20040821 MARK NOT FOUND   USPSQD
 HG0805
 HG0805                          STATION DESCRIPTION
 HG0805
 HG0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0805'TANK, KINGMAN, IS THE MUNICIPAL WATER TANK OF THE CITY OF
 HG0805'KINGMAN, KANSAS, AND IS LOCATED IN THE NORTHEAST PART OF THAT
 HG0805'CITY, JUST NORTHEAST OF THE INTERSECTION OF NORTH MAIN STREET
 HG0805'AND AVENUE H.
 HG0805
 HG0805                          STATION RECOVERY (1940)
 HG0805
 HG0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HG0805'THE KINGMAN MUNICIPAL WATER TANK IS LOCATED AT THE CORNER OF MAIN
 HG0805'STREET AND AVENUE H IN THE N PART OF TOWN.  IT IS A RAISED
 HG0805'SILVER-COLORED TANK WITH A BALL AND LIGHT FINIAL AND IS
 HG0805'120 FEET HIGH.  THE TANK WAS BUILT IN 1909.
 HG0805
 HG0805                          STATION RECOVERY (2004)
 HG0805
 HG0805'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HG0805'TANK HAS BEEN DISMANTLED AND SITE IS NOW A SMALL PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0806 ***********************************************************************
 HG0806  DESIGNATION -  KINGMAN RAD STA KAJ 941 MAST
 HG0806  PID         -  HG0806
 HG0806  STATE/COUNTY-  KS/KINGMAN
 HG0806  USGS QUAD   -  ALAMEDA (1967)
 HG0806
 HG0806                         *CURRENT SURVEY CONTROL
 HG0806  ___________________________________________________________________
 HG0806* NAD 83(1997)-  37 36 41.70952(N)    098 06 49.98488(W)     ADJUSTED  
 HG0806* NAVD 88     -                                                        
 HG0806  ___________________________________________________________________
 HG0806  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 HG0806  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HG0806
 HG0806  HORZ ORDER  -  THIRD
 HG0806
 HG0806.The horizontal coordinates were established by classical geodetic methods
 HG0806.and adjusted by the National Geodetic Survey in October 1998..
 HG0806
 HG0806
 HG0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0806
 HG0806.The geoid height was determined by GEOID03.
 HG0806
 HG0806;                    North         East     Units Scale Factor Converg.
 HG0806;SPC KS S     -   504,942.034   434,089.748   MT  0.99995010   +0 14 14.2
 HG0806;UTM  14      - 4,163,090.212   578,207.899   MT  0.99967534   +0 32 27.0
 HG0806
 HG0806                          SUPERSEDED SURVEY CONTROL
 HG0806
 HG0806  NAD 83(1997)-  37 36 41.71569(N)    098 06 49.98757(W) AD(       ) 4
 HG0806  NAD 83(1986)-  37 36 41.71702(N)    098 06 49.98371(W) AD(       ) 4
 HG0806  NAD 27      -  37 36 41.65989(N)    098 06 48.75883(W) AD(       ) 3
 HG0806
 HG0806.Superseded values are not recommended for survey control.
 HG0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0806.See file dsdata.txt to determine how the superseded data were derived.
 HG0806
 HG0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7820863090(NAD 83)
 HG0806_MARKER: 42 = RADIO/TV MAST
 HG0806
 HG0806  HISTORY     - Date     Condition        Report By
 HG0806  HISTORY     - 1962     FIRST OBSERVED   CGS
 HG0806  HISTORY     - 1968     GOOD             CGS
 HG0806
 HG0806                          STATION DESCRIPTION
 HG0806
 HG0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HG0806'THE STATION IS THE LIGHT ATOP A SLENDER, GUYED, RED AND WHITE
 HG0806'PAINTED RADIO MAST WHICH IS APPROX. 300 FEET IN HEIGHT.
 HG0806'
 HG0806'IT IS LOCATED 2 MILES SOUTH OF KINGMAN ON THE WEST SIDE OF
 HG0806'STATE HIGHWAY 14 AND OWNED BY THE PICKRELL DRILLING CO.
 HG0806
 HG0806                          STATION RECOVERY (1968)
 HG0806
 HG0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HG0806'TOWER IS CONSTRUCTED OF TUBULAR STEEL, HAS 3 LEGS
 HG0806'FORMING A TRIANGLE.  THERE ARE 9 SECTIONS PAINTED RED AND WHITE.
 HG0806'THERE ARE 3 SETS OF LIGHTS ON THE TOWER 2 ON THE SIDES AND ONE A
 HG0806'TOP.  IT HAS 5 SETS OF GUIDE WIRES.  HEIGHT OF THE TOWER IS ABOUT 325
 HG0806'FEET.
 HG0806'
 HG0806'TO REACH THE TOWER FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE
 HG0806'ROUTE 14 IN THE CENTER OF KINGMAN, GO SOUTH ON STATE ROUTE 14 FOR
 HG0806'2.0 MILES TO THE TOWER ON THE RIGHT, TOWER IS 0.05 MILE WEST OF THE
 HG0806'HIGHWAY.
 HG0806'
 HG0806'POINT INTERSECTED WAS RED LIGHT A TOP OF TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0102 ***********************************************************************
 HG0102  DESIGNATION -  KINGMAN RESET
 HG0102  PID         -  HG0102
 HG0102  STATE/COUNTY-  KS/KINGMAN
 HG0102  USGS QUAD   -  KINGMAN (1983)
 HG0102
 HG0102                         *CURRENT SURVEY CONTROL
 HG0102  ___________________________________________________________________
 HG0102* NAD 83(1986)-  37 38 29.     (N)    098 06 48.     (W)     SCALED    
 HG0102* NAVD 88     -       459.540  (meters)    1507.67   (feet)  ADJUSTED  
 HG0102  ___________________________________________________________________
 HG0102  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0102  DYNAMIC HT  -         459.161 (meters)    1506.43  (feet)  COMP
 HG0102  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 HG0102
 HG0102  VERT ORDER  -  FIRST     CLASS II
 HG0102
 HG0102.The horizontal coordinates were scaled from a topographic map and have
 HG0102.an estimated accuracy of +/- 6 seconds.
 HG0102
 HG0102.The orthometric height was determined by differential leveling
 HG0102.and adjusted by the National Geodetic Survey in June 1991..
 HG0102
 HG0102.The geoid height was determined by GEOID03.
 HG0102
 HG0102.The dynamic height is computed by dividing the NAVD 88
 HG0102.geopotential number by the normal gravity value computed on the
 HG0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0102.degrees latitude (g = 980.6199 gals.).
 HG0102
 HG0102.The modeled gravity was interpolated from observed gravity values.
 HG0102
 HG0102;                    North         East    Units  Estimated Accuracy
 HG0102;SPC KS S     -   508,250.      434,130.      MT  (+/- 180 meters Scaled)
 HG0102
 HG0102                          SUPERSEDED SURVEY CONTROL
 HG0102
 HG0102  NGVD 29 (??/??/??)  459.44   (m)         1507.3    (f) RESET       3  
 HG0102
 HG0102.Superseded values are not recommended for survey control.
 HG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0102.See file dsdata.txt to determine how the superseded data were derived.
 HG0102
 HG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG782663(NAD 83)
 HG0102_MARKER: DB = BENCH MARK DISK
 HG0102_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HG0102_SP_SET: BRIDGE CURB
 HG0102_STAMPING: KINGMAN 1933 RESET 1962
 HG0102_MARK LOGO: CGS   
 HG0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0102
 HG0102  HISTORY     - Date     Condition        Report By
 HG0102  HISTORY     - 1962     MONUMENTED       LOCENG
 HG0102  HISTORY     - 1986     GOOD             NGS
 HG0102  HISTORY     - 20040821 GOOD             USPSQD
 HG0102
 HG0102                          STATION DESCRIPTION
 HG0102
 HG0102'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 HG0102'AT KINGMAN.
 HG0102'AT KINGMAN, KINGMAN COUNTY, AT THE NORTHWEST ENTRANCE TO THE
 HG0102'CITY PARK, ABOUT 110 YARDS SOUTH OF THE CENTER OF THE ATCHISON,
 HG0102'TOPEKA AND SANTA FE RAILWAY MAIN TRACK, ABOUT 74 YARDS SOUTH
 HG0102'OF A CONCRETE BRIDGE OVER THE NINNESCAH RIVER, ABOUT 22 YARDS
 HG0102'EAST OF THE MAIN STREET, 3 FEET NORTH OF A WALK LEADING INTO
 HG0102'THE PARK, AND SET IN EAST SIDEWALK AT THE SOUTH ABUTMENT OF THE
 HG0102'MAIN STREET NINNESCAH RIVER BRIDGE.
 HG0102
 HG0102                          STATION RECOVERY (1986)
 HG0102
 HG0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0102'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.64 KM (0.4
 HG0102'MI) SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN KINGMAN, IN
 HG0102'TOP OF THE SOUTH END OF THE EAST CONCRETE CURB FOR THE BRIDGE OVER THE
 HG0102'NINNESCAH RIVER, 7.3 METERS (24 FT) EAST OF THE HIGHWAY CENTERLINE AND
 HG0102'1.5 METER (5 FT) NORTH OF THE SOUTHWEST CORNER OF THE BRIDGE CURB.
 HG0102'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 HG0102
 HG0102                          STATION RECOVERY (2004)
 HG0102
 HG0102'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HG0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0044 ***********************************************************************
 HG0044  DESIGNATION -  KINGMAN RM 1
 HG0044  PID         -  HG0044
 HG0044  STATE/COUNTY-  KS/KINGMAN
 HG0044  USGS QUAD   -  CLEVELAND (1967)
 HG0044
 HG0044                         *CURRENT SURVEY CONTROL
 HG0044  ___________________________________________________________________
 HG0044* NAD 83(1986)-  37 35 10.     (N)    098 09 13.     (W)     SCALED    
 HG0044* NAVD 88     -       508.480  (meters)    1668.24   (feet)  POSTED    
 HG0044  ___________________________________________________________________
 HG0044  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0044  DYNAMIC HT  -         508.060 (meters)    1666.86  (feet)  COMP
 HG0044  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 HG0044
 HG0044  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HG0044
 HG0044.The horizontal coordinates were scaled from a topographic map and have
 HG0044.an estimated accuracy of +/- 6 seconds.
 HG0044
 HG0044.The orthometric height was determined by differential leveling
 HG0044.and adjusted by the National Geodetic Survey in 1992..
 HG0044.No vertical observational check was made to the station.
 HG0044.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HG0044.was located on a no-check spur therefore a value was not computed.
 HG0044
 HG0044.The geoid height was determined by GEOID03.
 HG0044
 HG0044.The dynamic height is computed by dividing the NAVD 88
 HG0044.geopotential number by the normal gravity value computed on the
 HG0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0044.degrees latitude (g = 980.6199 gals.).
 HG0044
 HG0044.The modeled gravity was interpolated from observed gravity values.
 HG0044
 HG0044;                    North         East    Units  Estimated Accuracy
 HG0044;SPC KS S     -   502,100.      430,590.      MT  (+/- 180 meters Scaled)
 HG0044
 HG0044                          SUPERSEDED SURVEY CONTROL
 HG0044
 HG0044  NGVD 29 (??/??/92)  508.302  (m)         1667.65   (f) ADJ UNCH    1 2
 HG0044
 HG0044.Superseded values are not recommended for survey control.
 HG0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0044.See file dsdata.txt to determine how the superseded data were derived.
 HG0044
 HG0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG747602(NAD 83)
 HG0044_MARKER: DR = REFERENCE MARK DISK
 HG0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0044_SP_SET: CONCRETE POST
 HG0044_STAMPING: KINGMAN NO 1 1938
 HG0044_MARK LOGO: CGS   
 HG0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0044+STABILITY: SURFACE MOTION
 HG0044
 HG0044  HISTORY     - Date     Condition        Report By
 HG0044  HISTORY     - 1938     MONUMENTED       CGS
 HG0044  HISTORY     - 1953     GOOD             NGS
 HG0044  HISTORY     - 1986     GOOD             NGS
 HG0044
 HG0044                          STATION DESCRIPTION
 HG0044
 HG0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0044'6 MI SW FROM KINGMAN.
 HG0044'4.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0044'FROM THE STATION AT KINGMAN, THENCE 1.1 MILES WEST ALONG A
 HG0044'GRAVELED ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, 0.2 MILE
 HG0044'SOUTH OF A SCHOOL, 85.6 FEET NORTH OF TRIANGULATION STATION
 HG0044'KINGMAN 1901, 24 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH
 HG0044'ROAD, 4 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 HG0044'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 HG0044
 HG0044                          STATION RECOVERY (1986)
 HG0044
 HG0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0046 ***********************************************************************
 HG0046  DESIGNATION -  KINGMAN RM 2
 HG0046  PID         -  HG0046
 HG0046  STATE/COUNTY-  KS/KINGMAN
 HG0046  USGS QUAD   -  CLEVELAND (1967)
 HG0046
 HG0046                         *CURRENT SURVEY CONTROL
 HG0046  ___________________________________________________________________
 HG0046* NAD 83(1986)-  37 35 10.     (N)    098 09 13.     (W)     SCALED    
 HG0046* NAVD 88     -       507.224  (meters)    1664.12   (feet)  POSTED    
 HG0046  ___________________________________________________________________
 HG0046  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0046  DYNAMIC HT  -         506.800 (meters)    1662.73  (feet)  COMP
 HG0046  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 HG0046
 HG0046  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 HG0046
 HG0046.The horizontal coordinates were scaled from a topographic map and have
 HG0046.an estimated accuracy of +/- 6 seconds.
 HG0046
 HG0046.The orthometric height was determined by differential leveling
 HG0046.and adjusted by the National Geodetic Survey in 1992..
 HG0046.No vertical observational check was made to the station.
 HG0046.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 HG0046.was located on a no-check spur therefore a value was not computed.
 HG0046
 HG0046.The geoid height was determined by GEOID03.
 HG0046
 HG0046.The dynamic height is computed by dividing the NAVD 88
 HG0046.geopotential number by the normal gravity value computed on the
 HG0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0046.degrees latitude (g = 980.6199 gals.).
 HG0046
 HG0046.The modeled gravity was interpolated from observed gravity values.
 HG0046
 HG0046;                    North         East    Units  Estimated Accuracy
 HG0046;SPC KS S     -   502,100.      430,590.      MT  (+/- 180 meters Scaled)
 HG0046
 HG0046                          SUPERSEDED SURVEY CONTROL
 HG0046
 HG0046  NGVD 29 (??/??/92)  507.046  (m)         1663.53   (f) ADJ UNCH    1 2
 HG0046
 HG0046.Superseded values are not recommended for survey control.
 HG0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0046.See file dsdata.txt to determine how the superseded data were derived.
 HG0046
 HG0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG747602(NAD 83)
 HG0046_MARKER: DR = REFERENCE MARK DISK
 HG0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0046_SP_SET: CONCRETE POST
 HG0046_STAMPING: KINGMAN NO 2 1938
 HG0046_MARK LOGO: CGS   
 HG0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0046+STABILITY: SURFACE MOTION
 HG0046
 HG0046  HISTORY     - Date     Condition        Report By
 HG0046  HISTORY     - 1938     MONUMENTED       CGS
 HG0046  HISTORY     - 1953     GOOD             NGS
 HG0046  HISTORY     - 1986     GOOD             NGS
 HG0046
 HG0046                          STATION DESCRIPTION
 HG0046
 HG0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0046'6 MI SW FROM KINGMAN.
 HG0046'4.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0046'FROM THE STATION AT KINGMAN, THENCE 1.1 MILES WEST ALONG A
 HG0046'GRAVELED ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, 0.2 MILE
 HG0046'SOUTH OF A SCHOOL, 206.4 FEET NORTHEAST OF TRIANGULATION STATION
 HG0046'KINGMAN 1901, 121 FEET NORTH OF AN EAST AND WEST FENCE, 194 FEET
 HG0046'EAST OF A NORTH AND SOUTH FENCE, SET IN THE TOP OF A CONCRETE
 HG0046'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0046
 HG0046                          STATION RECOVERY (1986)
 HG0046
 HG0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0808 ***********************************************************************
 HG0808  DESIGNATION -  KINGMAN RM A
 HG0808  PID         -  HG0808
 HG0808  STATE/COUNTY-  KS/KINGMAN
 HG0808  USGS QUAD   -  CLEVELAND (1967)
 HG0808
 HG0808                         *CURRENT SURVEY CONTROL
 HG0808  ___________________________________________________________________
 HG0808* NAD 83(1997)-  37 35 10.86207(N)    098 09 12.69103(W)     ADJUSTED  
 HG0808* NAVD 88     -       507.83   (+/-2cm)    1666.1    (feet)  VERTCON   
 HG0808  ___________________________________________________________________
 HG0808  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 HG0808  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0808
 HG0808  HORZ ORDER  -  FIRST
 HG0808  VERT ORDER  -  THIRD ? (See Below)
 HG0808
 HG0808.The horizontal coordinates were established by classical geodetic methods
 HG0808.and adjusted by the National Geodetic Survey in October 1998..
 HG0808
 HG0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0808.The vertical order pertains to the NGVD 29 superseded value.
 HG0808
 HG0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0808
 HG0808.The geoid height was determined by GEOID03.
 HG0808
 HG0808;                    North         East     Units Scale Factor Converg.
 HG0808;SPC KS S     -   502,127.591   430,600.342   MT  0.99995254   +0 12 46.5
 HG0808;UTM  14      - 4,160,258.116   574,734.421   MT  0.99966879   +0 30 58.8
 HG0808
 HG0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0808!SPC KS S     -   0.99992475  x   0.99995254  =   0.99987729
 HG0808!UTM  14      -   0.99992475  x   0.99966879  =   0.99959356
 HG0808
 HG0808:                Primary Azimuth Mark                     Grid Az
 HG0808:SPC KS S     -  CALKIN                                   171 23 18.3
 HG0808:UTM  14      -  CALKIN                                   171 05 06.0
 HG0808
 HG0808|---------------------------------------------------------------------|
 HG0808| PID    Reference Object                     Distance      Geod. Az  |
 HG0808|                                                           dddmmss.s |
 HG0808| HG0828 CALKIN                              APPROX.11.2 KM 1713604.8 |
 HG0808| HG0045 KINGMAN                              26.452 METERS 24538     |
 HG0808|---------------------------------------------------------------------|
 HG0808
 HG0808                          SUPERSEDED SURVEY CONTROL
 HG0808
 HG0808  NAD 83(1997)-  37 35 10.86817(N)    098 09 12.69401(W) AD(       ) 1
 HG0808  NAD 83(1986)-  37 35 10.86951(N)    098 09 12.68997(W) AD(       ) 1
 HG0808  NAD 27      -  37 35 10.80999(N)    098 09 11.45990(W) AD(       ) 1
 HG0808  NGVD 29 (07/19/86)  507.65   (m)         1665.5    (f) LEVELING    3  
 HG0808
 HG0808.Superseded values are not recommended for survey control.
 HG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0808.See file dsdata.txt to determine how the superseded data were derived.
 HG0808
 HG0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7473460258(NAD 83)
 HG0808_MARKER: DS = TRIANGULATION STATION DISK
 HG0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0808+STABILITY: SURFACE MOTION
 HG0808
 HG0808  HISTORY     - Date     Condition        Report By
 HG0808  HISTORY     - 1968     MONUMENTED       CGS
 HG0808
 HG0808                          STATION DESCRIPTION
 HG0808
 HG0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HG0808'THE STATION IS IN THE SAME AREA AND ON THE SAME PROPERTY AS
 HG0808'TRIANGULATION STATION KINGMAN 1901.  IT IS ABOUT 5 MILES
 HG0808'SOUTHWEST OF KINGMAN, 2 MILES EAST OF STATE HIGHWAY 14 AND ON
 HG0808'PROPERTY OWNED BY MR. RALPH HENNINGS.
 HG0808'
 HG0808'THE STATION IS A STANDARD DISK STAMPED KINGMAN RM A 1967, SET IN
 HG0808'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE.  IT IS 85.5 FEET
 HG0808'EAST OF A T-FENCE CORNER POST, 20 FEET NORTH-NORTHWEST OF THE
 HG0808'LARGER ONE OF TWO SMALL TREES AND 11.5 FEET SOUTH OF AN EAST-WEST
 HG0808'FENCELINE.
 HG0808'
 HG0808'A TRAVERSE CONNECTION WAS MADE TO KINGMAN 1901, A DISTANCE BEING
 HG0808'26.452 METERS OR 86.78 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1014 ***********************************************************************
 HG1014  DESIGNATION -  KINGSDOWN CO OP GRAIN ELEVATOR
 HG1014  PID         -  HG1014
 HG1014  STATE/COUNTY-  KS/FORD
 HG1014  USGS QUAD   -  KINGSDOWN (1969)
 HG1014
 HG1014                         *CURRENT SURVEY CONTROL
 HG1014  ___________________________________________________________________
 HG1014* NAD 83(1997)-  37 31 25.31403(N)    099 45 42.69446(W)     ADJUSTED  
 HG1014* NAVD 88     -                                                        
 HG1014  ___________________________________________________________________
 HG1014  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HG1014  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 HG1014
 HG1014  HORZ ORDER  -  THIRD
 HG1014
 HG1014.The horizontal coordinates were established by classical geodetic methods
 HG1014.and adjusted by the National Geodetic Survey in October 1998..
 HG1014
 HG1014
 HG1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1014
 HG1014.The geoid height was determined by GEOID03.
 HG1014
 HG1014;                    North         East     Units Scale Factor Converg.
 HG1014;SPC KS S     -   495,872.181   288,462.712   MT  0.99995941   -0 46 31.6
 HG1014;UTM  14      - 4,153,243.127   432,679.947   MT  0.99965582   -0 27 50.6
 HG1014
 HG1014                          SUPERSEDED SURVEY CONTROL
 HG1014
 HG1014  NAD 83(1997)-  37 31 25.32188(N)    099 45 42.69468(W) AD(       ) 4
 HG1014  NAD 83(1986)-  37 31 25.31472(N)    099 45 42.69173(W) AD(       ) 4
 HG1014  NAD 27      -  37 31 25.23920(N)    099 45 41.23214(W) AD(       ) 3
 HG1014
 HG1014.Superseded values are not recommended for survey control.
 HG1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1014.See file dsdata.txt to determine how the superseded data were derived.
 HG1014
 HG1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG3268053243(NAD 83)
 HG1014_MARKER: 65 = GRAIN ELEVATOR
 HG1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG1014+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG1014
 HG1014  HISTORY     - Date     Condition        Report By
 HG1014  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG1014  HISTORY     - 20040821 GOOD             USPSQD
 HG1014
 HG1014                          STATION DESCRIPTION
 HG1014
 HG1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1014'THE STATION IS THE CENTER OF THE VENTILATOR, ATOP THE 160 FOOT HIGH
 HG1014'CO-OP GRAIN ELEVATOR, LOCATED IN THE VILLAGE OF KINGSDOWN.
 HG1014
 HG1014                          STATION RECOVERY (2004)
 HG1014
 HG1014'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HG1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0689 ***********************************************************************
 HE0689  DESIGNATION -  KINNE
 HE0689  PID         -  HE0689
 HE0689  STATE/COUNTY-  KS/NEOSHO
 HE0689  USGS QUAD   -  SHAW (1973)
 HE0689
 HE0689                         *CURRENT SURVEY CONTROL
 HE0689  ___________________________________________________________________
 HE0689* NAD 83(1997)-  37 36 15.78151(N)    095 16 13.13856(W)     ADJUSTED  
 HE0689* NAVD 88     -       306.74   (+/-2cm)    1006.4    (feet)  VERTCON   
 HE0689  ___________________________________________________________________
 HE0689  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 HE0689  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 HE0689
 HE0689  HORZ ORDER  -  FIRST
 HE0689  VERT ORDER  -  THIRD ? (See Below)
 HE0689
 HE0689.The horizontal coordinates were established by classical geodetic methods
 HE0689.and adjusted by the National Geodetic Survey in October 1998..
 HE0689
 HE0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0689.The vertical order pertains to the NGVD 29 superseded value.
 HE0689
 HE0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0689
 HE0689.The geoid height was determined by GEOID03.
 HE0689
 HE0689;                    North         East     Units Scale Factor Converg.
 HE0689;SPC KS S     -   509,010.854   685,117.130   MT  0.99995078   +1 59 05.0
 HE0689;UTM  15      - 4,164,345.608   299,592.739   MT  1.00009473   -1 23 09.0
 HE0689
 HE0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0689!SPC KS S     -   0.99995670  x   0.99995078  =   0.99990748
 HE0689!UTM  15      -   0.99995670  x   1.00009473  =   1.00005143
 HE0689
 HE0689|---------------------------------------------------------------------|
 HE0689| PID    Reference Object                     Distance      Geod. Az  |
 HE0689|                                                           dddmmss.s |
 HE0689| CL4667 KINNE RM 1                           23.058 METERS 03133     |
 HE0689| CL4666 KINNE AZ MK 2                                      0874256.7 |
 HE0689| CL4665 KINNE AZ MK                                        1011529.3 |
 HE0689| HE0685 ERIE MUNICIPAL TANK                 APPROX. 5.1 KM 1445016.9 |
 HE0689| CL4668 KINNE RM 2                           26.185 METERS 15353     |
 HE0689| HE0695 CHANUTE KAN HWY COMM RAD MAST       APPROX.17.9 KM 2921935.5 |
 HE0689| HE0702 CHANUTE S MUNICIPAL TANK            APPROX.18.9 KM 2943203.9 |
 HE0689| HE0697 CHANUTE N MUNICIPAL TANK            APPROX.19.3 KM 2980849.3 |
 HE0689| HE0699 CHANUTE GENERAL COM RADIO MAST      APPROX.17.8 KM 2990749.9 |
 HE0689| HE0698 CHANUTE ASH GROVE CEMENT W STK      APPROX.19.9 KM 3012131.1 |
 HE0689| HE0696 CHANUTE ASH GROVE CEMENT E STK      APPROX.19.7 KM 3021523.5 |
 HE0689| HE0694 CHANUTE CABLE TV MAST               APPROX.15.2 KM 3054310.8 |
 HE0689|---------------------------------------------------------------------|
 HE0689
 HE0689                          SUPERSEDED SURVEY CONTROL
 HE0689
 HE0689  NAD 83(1997)-  37 36 15.78612(N)    095 16 13.13846(W) AD(       ) 1
 HE0689  NAD 83(1986)-  37 36 15.79092(N)    095 16 13.12732(W) AD(       ) 1
 HE0689  NAD 27      -  37 36 15.61279(N)    095 16 12.19534(W) AD(       ) 1
 HE0689  NGVD 29 (07/19/86)  306.61   (m)         1005.9    (f) LEVELING    3  
 HE0689
 HE0689.Superseded values are not recommended for survey control.
 HE0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0689.See file dsdata.txt to determine how the superseded data were derived.
 HE0689
 HE0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9959364346(NAD 83)
 HE0689_MARKER: DS = TRIANGULATION STATION DISK
 HE0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0689
 HE0689  HISTORY     - Date     Condition        Report By
 HE0689  HISTORY     - 1940     MONUMENTED       CGS
 HE0689  HISTORY     - 1965     GOOD             CGS
 HE0689  HISTORY     - 1966     GOOD             CGS
 HE0689
 HE0689                          STATION DESCRIPTION
 HE0689
 HE0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE0689'STATION IS 3 MILES NNW OF ERIE, 2.5 MILES E OF SHAW, ON THE
 HE0689'W SIDE OF A COUNTY ROAD ON A PROMINENT PRAIRIE HILL IN THE SE 1/4
 HE0689'OF SECTION 13, T 28 S, R 17 E.  STATION MARK IS ON HIGHEST
 HE0689'POINT OF HILL JUST SE OF AN OLD FARMHOUSE, 59 FEET SE OF SE
 HE0689'CORNER OF THE HOUSE, 20 FEET W OF CENTER LINE OF COUNTY ROAD,
 HE0689'65 FEET N OF FENCE CORNER, 6 INCHES E OF FENCE LINE, IS STAMPED
 HE0689'KINNE 1940, AND FLUSH WITH THE SURFACE.
 HE0689'
 HE0689'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HE0689'DISKS SET IN CONCRETE.
 HE0689'
 HE0689'REFERENCE MARK NO. 1 IS NE OF THE STATION ACROSS COUNTY ROAD,
 HE0689'19 FEET E OF CENTER LINE OF ROAD, 1 FOOT W OF RIGHT-OF-WAY
 HE0689'FENCE LINE, OPPOSITE YARD GATE, IS STAMPED KINNE NO. 1 1940,
 HE0689'AND PROJECTS 6 INCHES.
 HE0689'
 HE0689'REFERENCE MARK NO. 2 IS SSE OF THE STATION ACROSS ROAD, 19 FEET
 HE0689'E OF THE CENTER OF ROAD, 1 FOOT W OF RIGHT-OF-WAY FENCE, IS
 HE0689'STAMPED KINNE NO. 2 1940, AND PROJECTS 8 INCHES.
 HE0689'
 HE0689'AZIMUTH MARK IS E BY S OF THE STATION, IN THE SE ANGLE OF
 HE0689'A CROSSROADS INTERSECTION, 21-1/2 FEET S OF THE CENTER LINE
 HE0689'OF U.S. HIGHWAY 59, 12 FEET E OF THE CENTER LINE OF N-S COUNTY
 HE0689'ROAD.  MARK IS A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN THE
 HE0689'NE WING WALL ON THE E END OF A CONCRETE CULVERT, AND IS
 HE0689'STAMPED KINNE 1940.
 HE0689'
 HE0689'TO REACH THE STATION FROM SHAW (RAILROAD DEPOT) GO E ON U.S.
 HE0689'HIGHWAY 59 FOR 2.55 MILES AND TURN LEFT, (N) ON GRAVEL ROAD.
 HE0689'(TO REACH THE AZIMUTH MARK CONTINUE E ON HIGHWAY 59 FOR 1.0
 HE0689'MILE), GO 0.2 MILE N ON GRAVEL ROAD TO TOP OF HILL AND STATION.
 HE0689'
 HE0689'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HE0689
 HE0689                          STATION RECOVERY (1965)
 HE0689
 HE0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0689'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 HE0689'AZIMUTH MARK WAS NOT RECOVERED.  THE ERIE MUNICIPAL WATER TANK
 HE0689'IS NO LONGER VISIBLE FROM THE GROUND.  A NEW AZIMUTH MARK WAS
 HE0689'ESTABLISHED.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 HE0689'
 HE0689'THE STATION IS ABOUT 3 MILES NORTH-NORTHWEST OF ERIE, 2-1/2
 HE0689'MILES EAST OF SHAW, ON THE WEST RIGHT-OF-WAY OF A COUNTY ROAD
 HE0689'AND ADJACENT TO PROPERTY OWNED BY KENNITH KINNE.
 HE0689'
 HE0689'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59
 HE0689'AND STATE HIGHWAY 108 AT THE WEST EDGE OF ERIE, GO NORTH
 HE0689'ON HIGHWAY 59 FOR 2.0 MILES TO A CROSSROAD AT A ROAD SIDE
 HE0689'PARK, (THE AZIMUTH MARK IS 0.25 MILE NORTH OF THIS POINT ON
 HE0689'THE WEST RIGHT-OF-WAY OF HIGHWAY 59.) TURN LEFT AND GO WEST
 HE0689'FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH FOR
 HE0689'0.2 MILE TO THE STATION ON THE LEFT.
 HE0689'
 HE0689'THE STATION MARK IS A STANDARD DISK, STAMPED KINNE 1940, SET
 HE0689'IN THE TOP OF A 14-INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE0689'GROUND.  IT IS ABOUT 6 INCHES EAST OF THE YARD FENCE, 22.5
 HE0689'FEET WEST OF THE CENTERLINE OF THE ROAD, 53.8 FEET NORTH OF A
 HE0689'NORTH GATE POST AND 60.2 FEET SOUTHEAST OF THE SOUTHEAST
 HE0689'CORNER OF THE HOUSE.
 HE0689'
 HE0689'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KINNE NO 1 1940, SET
 HE0689'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 HE0689'6 INCHES.  IT IS 1 FOOT WEST OF AN EAST RIGHT-OF-WAY FENCE,
 HE0689'18.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 81.0 FEET EAST
 HE0689'OF THE NORTHEAST CORNER OF THE HOUSE AND AT ABOUT THE SAME
 HE0689'ELEVATION AS THE STATION.
 HE0689'
 HE0689'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KINNE NO 2 1940,
 HE0689'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING
 HE0689'4 INCHES.  IT IS 1.0 FEET WEST OF THE FENCE, 18.1 FEET EAST
 HE0689'OF THE CENTERLINE OF THE ROAD AND ABOUT 3 FEET LOWER IN
 HE0689'ELEVATION THAN THE STATION.
 HE0689'
 HE0689'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KINNE 1940 RESET
 HE0689'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HE0689'4 INCHES.  IT IS 74.2 FEET WEST AND ABOUT 4 FEET LOWER THAN
 HE0689'THE CENTERLINE OF HIGHWAY 59, 88.5 FEET SOUTH OF A WEST GATE
 HE0689'POST, 2 FEET NORTH-NORTHEAST OF A WITNESS POST AND 1.0 FOOT
 HE0689'EAST OF A WEST RIGHT-OF-WAY FENCE.
 HE0689'
 HE0689'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HE0689
 HE0689                          STATION RECOVERY (1966)
 HE0689
 HE0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0689'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HE0689'WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
 HE0689'
 HE0689'EARLTON 1965 AND BM D 246 REQUIRE A 64 FOOT TOWER.
 HE0689'
 HE0689'ALL OTHER OBJECTS VISIBLE AT 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0811 ***********************************************************************
 HG0811  DESIGNATION -  KINSLER
 HG0811  PID         -  HG0811
 HG0811  STATE/COUNTY-  KS/KINGMAN
 HG0811  USGS QUAD   -  KINGMAN NW (1967)
 HG0811
 HG0811                         *CURRENT SURVEY CONTROL
 HG0811  ___________________________________________________________________
 HG0811* NAD 83(1997)-  37 43 26.54060(N)    098 10 20.44468(W)     ADJUSTED  
 HG0811* NAVD 88     -       493.3    (meters)    1618.     (feet)  VERTCON   
 HG0811  ___________________________________________________________________
 HG0811  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HG0811  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 HG0811
 HG0811  HORZ ORDER  -  FIRST
 HG0811
 HG0811.The horizontal coordinates were established by classical geodetic methods
 HG0811.and adjusted by the National Geodetic Survey in October 1998..
 HG0811
 HG0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0811
 HG0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0811
 HG0811.The geoid height was determined by GEOID03.
 HG0811
 HG0811;                    North         East     Units Scale Factor Converg.
 HG0811;SPC KS S     -   517,402.710   428,884.441   MT  0.99994160   +0 12 04.9
 HG0811;UTM  14      - 4,175,519.642   572,937.932   MT  0.99966552   +0 30 23.1
 HG0811
 HG0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0811!SPC KS S     -   0.99992701  x   0.99994160  =   0.99986861
 HG0811!UTM  14      -   0.99992701  x   0.99966552  =   0.99959255
 HG0811
 HG0811:                Primary Azimuth Mark                     Grid Az
 HG0811:SPC KS S     -  KINSLER AZ MK 2                          180 46 39.1
 HG0811:UTM  14      -  KINSLER AZ MK 2                          180 28 20.9
 HG0811
 HG0811|---------------------------------------------------------------------|
 HG0811| PID    Reference Object                     Distance      Geod. Az  |
 HG0811|                                                           dddmmss.s |
 HG0811| CK9178 KINSLER AZ MK 2                                    1805844.0 |
 HG0811| CK9177 KINSLER AZ MK                                      1810213.1 |
 HG0811| CK9181 KINSLER RM 3                         14.560 METERS 27114     |
 HG0811| CK9180 KINSLER RM 2                         31.950 METERS 27403     |
 HG0811| CK9179 KINSLER RM 1                         30.510 METERS 34906     |
 HG0811|---------------------------------------------------------------------|
 HG0811
 HG0811                          SUPERSEDED SURVEY CONTROL
 HG0811
 HG0811  NAD 83(1997)-  37 43 26.54703(N)    098 10 20.44734(W) AD(       ) 1
 HG0811  NAD 83(1986)-  37 43 26.54807(N)    098 10 20.44420(W) AD(       ) 1
 HG0811  NAD 27      -  37 43 26.48739(N)    098 10 19.21258(W) AD(       ) 1
 HG0811  NGVD 29 (07/19/86)  493.1    (m)         1618.     (f) VERT ANG       
 HG0811
 HG0811.Superseded values are not recommended for survey control.
 HG0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0811.See file dsdata.txt to determine how the superseded data were derived.
 HG0811
 HG0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7293875520(NAD 83)
 HG0811_MARKER: DS = TRIANGULATION STATION DISK
 HG0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0811_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0811
 HG0811  HISTORY     - Date     Condition        Report By
 HG0811  HISTORY     - 1967     MONUMENTED       CGS
 HG0811  HISTORY     - 1968     GOOD             CGS
 HG0811
 HG0811                          STATION DESCRIPTION
 HG0811
 HG0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 HG0811'STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF KINGMAN, 12 MILES
 HG0811'SOUTH OF ARLINGTON, 10 MILES SOUTHWEST OF PRETTY PRAIRIE, 1 MILE
 HG0811'EAST OF STATE HIGHWAY 14 AND ON PROPERTY WHICH IS OWNED AND OCCUPIED
 HG0811'BY A MR. WARREN KINSLER.  STATION IS IN THE SOUTHWEST 1/4 OF
 HG0811'SECTION 2.  T 27 S.  R 8 W.
 HG0811'
 HG0811'STATION IS REACHED FROM THE POST OFFICE IN KINGMAN.  GO NORTH ON THE
 HG0811'MAIN STREET AND MACADAM ROAD FOR 2.0 MILES TO A T-ROAD JUNCTION.
 HG0811'TURN LEFT AND GO WEST ON A MACADAM ROAD FOR 0.25 MILE TO A SIDE ROAD
 HG0811'RIGHT. TURN RIGHT AND GO NORTH ON A MACADAM ROAD FOR 3.0 MILES TO A
 HG0811'CROSSROAD.  TURN LEFT AND GO WEST ON A MACADAM ROAD FOR 3.0
 HG0811'MILES TO A GRAVELED ROAD.  THE AZIMUTH MARK IS 108 FEET
 HG0811'NORTH-NORTHEAST OF THE CENTER OF THIS INTERSECTION.  TURN RIGHT
 HG0811'AND GO NORTH ON A GRAVELED ROAD FOR 0.4 MILE TO THE STATION MARK
 HG0811'ON THE RIGHT, AS DESCRIBED.
 HG0811'
 HG0811'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 HG0811'MONUMENTS.
 HG0811'
 HG0811'STATION MARK DISK IS STAMPED KINSLER 1967 AND THE MARK IS FLUSH WITH
 HG0811'THE SURFACE OF THE GROUND.  MARK IS 83-1/2 FEET SOUTH OF THE CENTER
 HG0811'OF A FARM DRIVEWAY, 48.8 FEET EAST OF A UTILITY POLE WHICH HAS A
 HG0811'TRANSFORMER ATTACHED, 33.4 FEET SOUTHWEST OF A 36 INCH COTTONWOOD
 HG0811'TREE, 85 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD
 HG0811'AND 15-1/2 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD.
 HG0811'
 HG0811'REFERENCE MARK NUMBER 1 DISK IS STAMPED KINSLER NO 1 1967 AND THE
 HG0811'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 67 FEET EAST
 HG0811'OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 39.7 FEET
 HG0811'WEST-NORTHWEST OF A POWERLINE POLE, 16-1/2 FEET NORTH OF THE CENTER
 HG0811'OF THE FARM DRIVEWAY AND 1 FOOT SOUTH OF A GARDEN FENCELINE.
 HG0811'
 HG0811'REFERENCE MARK NUMBER 2 DISK IS STAMPED KINSLER NO 2 1967 AND THE
 HG0811'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 56.7 FEET
 HG0811'WEST-SOUTHWEST OF THE UTILITY POLE WITH TRANSFORMER, 19 FEET
 HG0811'WEST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD AND 8 INCHES
 HG0811'EAST OF A NORTH-SOUTH FENCELINE.
 HG0811'
 HG0811'AZIMUTH MARK DISK IS STAMPED KINSLER 1967 AND THE MARK PROJECTS ABOUT
 HG0811'2 INCHES.  MARK IS 108 FEET NORTH-NORTHEAST OF THE CENTER OF AN
 HG0811'EAST-WEST MACADAM ROAD AND A NORTH-SOUTH GRAVELED ROAD, 60.2 FEET
 HG0811'SOUTH OF A UTILITY POLE, 29 FEET EAST OF THE CENTER OF THE
 HG0811'GRAVELED ROAD AND 5.1 FEET SOUTHWEST OF A METAL WITNESS POST.
 HG0811'
 HG0811'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 HG0811
 HG0811                          STATION RECOVERY (1968)
 HG0811
 HG0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HG0811'STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 HG0811'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WILL
 HG0811'BE DESTROYED IN THE NEAR FUTURE DUE TO WIDENING OF ROAD.  THE
 HG0811'AZIMUTH MARK WAS FOUND DESTROYED.  REFERENCE MARK NO. 3 AND AN
 HG0811'AZIMUTH MARK WERE ESTABLISHED.
 HG0811'
 HG0811'A CHECK FOR DISTANCE AND DIRECTION TO THE REFERENCE MARKS WAS MADE
 HG0811'AND THEY WERE FOUND CORRECT.
 HG0811'
 HG0811'THE 1967 LOCATION OF THE STATION, AND THE ROUTE TO THE STATION ARE
 HG0811'CORRECT.
 HG0811'
 HG0811'AZIMUTH MARK IS 50 FEET SOUTHEAST OF THE JUNCTION OF A GRAVELED
 HG0811'AND A SURFACED ROADS, 5 FEET WEST OF AN UTILITY POLE AND 3.2 FEET
 HG0811'EAST OF A METAL WITNESS POST WITH SIGN ATTACHED.  IT IS MARKED BY
 HG0811'A STANDARD DISK, SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER
 HG0811'MONUMENT.  THE MARK IS SET FLUSH WITH THE SURFACE OF
 HG0811'THE GROUND.  THE DISK IS STAMPED KINSLER 1967 AZ 2 1968.
 HG0811'
 HG0811'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ON GRADED SAND
 HG0811'ROAD FOR 0.4 MILE TO CROSSROAD AND THE AZIMUTH MARK IS IN THE
 HG0811'SOUTHEAST ANGLE OF CROSSROAD AS DESCRIBED.
 HG0811'
 HG0811'REFERENCE MARK NO. 3 IS 37 FEET EAST OF THE APPROXIMATE
 HG0811'CENTER OF SAND ROAD AND 4.7 FEET NORTH OF AN UTILITY POLE.  IT
 HG0811'IS MARKED BY A STANDARD DISK, SET IN THE TOP OF A 12 INCH CONCRETE
 HG0811'CYLINDER MONUMENT.  THE MARK IS SET FLUSH WITH THE
 HG0811'SURFACE OF THE GROUND.  THE DISK IS STAMPED KINSLER NO 3 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0389 ***********************************************************************
 HG0389  DESIGNATION -  KINSLEY
 HG0389  PID         -  HG0389
 HG0389  STATE/COUNTY-  KS/EDWARDS
 HG0389  USGS QUAD   -  KINSLEY (1972)
 HG0389
 HG0389                         *CURRENT SURVEY CONTROL
 HG0389  ___________________________________________________________________
 HG0389* NAD 83(1997)-  37 55 23.30974(N)    099 25 06.07612(W)     ADJUSTED  
 HG0389* NAVD 88     -       662.409  (meters)    2173.25   (feet)  ADJUSTED  
 HG0389  ___________________________________________________________________
 HG0389  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 HG0389  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HG0389  DYNAMIC HT  -         661.866 (meters)    2171.47  (feet)  COMP
 HG0389  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 HG0389
 HG0389  HORZ ORDER  -  SECOND
 HG0389  VERT ORDER  -  SECOND    CLASS 0
 HG0389
 HG0389.The horizontal coordinates were established by classical geodetic methods
 HG0389.and adjusted by the National Geodetic Survey in October 1998..
 HG0389
 HG0389.The orthometric height was determined by differential leveling
 HG0389.and adjusted by the National Geodetic Survey in June 1991..
 HG0389
 HG0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0389
 HG0389.The geoid height was determined by GEOID03.
 HG0389
 HG0389.The dynamic height is computed by dividing the NAVD 88
 HG0389.geopotential number by the normal gravity value computed on the
 HG0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0389.degrees latitude (g = 980.6199 gals.).
 HG0389
 HG0389.The modeled gravity was interpolated from observed gravity values.
 HG0389
 HG0389;                    North         East     Units Scale Factor Converg.
 HG0389;SPC KS S     -   539,847.233   319,261.034   MT  0.99993592   -0 33 51.7
 HG0389;UTM  14      - 4,197,369.979   463,231.213   MT  0.99961665   -0 15 25.7
 HG0389
 HG0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0389!SPC KS S     -   0.99990017  x   0.99993592  =   0.99983610
 HG0389!UTM  14      -   0.99990017  x   0.99961665  =   0.99951686
 HG0389
 HG0389|---------------------------------------------------------------------|
 HG0389| PID    Reference Object                     Distance      Geod. Az  |
 HG0389|                                                           dddmmss.s |
 HG0389| HG0388 KINSLEY RM 1                         47.515 METERS 00435     |
 HG0389| JG0878 PEACE EVAN LUTHERAN CH SPIRE        APPROX.11.8 KM 0053824.4 |
 HG0389| JG0875 ERICKSON                            APPROX.10.9 KM 0201938.2 |
 HG0389| HG0387 KINSLEY RM 2                         32.760 METERS 08320     |
 HG0389| HG0924 LEWIS MUNICIPAL TANK                APPROX.14.6 KM 0835147.5 |
 HG0389| HG0932 KINSLEY CONGREGATIONAL CHURCH SPIRE APPROX. 0.7 KM 1032606.7 |
 HG0389| HG0390 KINSLEY AZ MK                                      2372306.2 |
 HG0389| HG0931 KINSLEY MUNICIPAL STANDPIPE          15.863 METERS 27523     |
 HG0389| JG0879 ST PETERS AND PAULS CATH CH         APPROX. 9.3 KM 3371326.2 |
 HG0389|---------------------------------------------------------------------|
 HG0389
 HG0389                          SUPERSEDED SURVEY CONTROL
 HG0389
 HG0389  NAD 83(1997)-  37 55 23.31760(N)    099 25 06.07551(W) AD(       ) 2
 HG0389  NAD 83(1986)-  37 55 23.31599(N)    099 25 06.07517(W) AD(       ) 2
 HG0389  NAD 27      -  37 55 23.25510(N)    099 25 04.64788(W) AD(       ) 2
 HG0389  NGVD 29 (??/??/92)  662.148  (m)         2172.40   (f) ADJ UNCH    2 0
 HG0389
 HG0389.Superseded values are not recommended for survey control.
 HG0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0389.See file dsdata.txt to determine how the superseded data were derived.
 HG0389
 HG0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6323197370(NAD 83)
 HG0389_MARKER: DS = TRIANGULATION STATION DISK
 HG0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0389_STAMPING: KINSLEY 1934
 HG0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0389+STABILITY: SURFACE MOTION
 HG0389
 HG0389  HISTORY     - Date     Condition        Report By
 HG0389  HISTORY     - 1934     MONUMENTED       CGS
 HG0389  HISTORY     - 1940     GOOD             CGS
 HG0389  HISTORY     - 1940     GOOD             NGS
 HG0389  HISTORY     - 1945     GOOD             NGS
 HG0389  HISTORY     - 1970     GOOD             NGS
 HG0389
 HG0389                          STATION DESCRIPTION
 HG0389
 HG0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0389'STATION IS LOCATED IN THE WESTERN PART OF THE TOWN OF KINSLEY
 HG0389'NEAR A LARGE STANDPIPE WHICH IS THE SOURCE OF THE MUNICIPAL
 HG0389'WATER SUPPLY.
 HG0389'
 HG0389'REACHED BY GOING WEST FROM U.S. POST OFFICE ACROSS RAILROAD
 HG0389'TRACKS, TURN LEFT (SOUTH) AND GO 1 BLOCK, TURN RIGHT (WEST)
 HG0389'AND GO 2 BLOCKS, TURN RIGHT (NORTH) AND GO 1/2 BLOCK TO
 HG0389'STANDPIPE AND STATION.
 HG0389'
 HG0389'MARK IS SET 43.77 FEET FROM EAST CENTER OF STANDPIPE AND
 HG0389'125 FEET WEST OF CENTERLINE OF NORTH-AND-SOUTH STREET.
 HG0389'
 HG0389'REFERENCE MARK NO. 1 IS 155.89 FEET NORTH OF STATION IN
 HG0389'EAST-AND-WEST FENCE LINE, AND 125 FEET WEST OF CENTERLINE
 HG0389'OF NORTH-AND-SOUTH STREET.
 HG0389'
 HG0389'REFERENCE MARK NO. 2 IS 107.48 FEET EAST OF STATION AND 15
 HG0389'FEET WEST OF CENTERLINE OF NORTH-AND-SOUTH STREET.
 HG0389'
 HG0389'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHWEST OF STATION
 HG0389'AND 20 FEET WEST OF CENTERLINE OF NORTH-AND-SOUTH ROAD IN
 HG0389'FENCE CORNER.
 HG0389'
 HG0389'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0389'DISKS SET IN CONCRETE.
 HG0389'
 HG0389'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HG0389
 HG0389                          STATION RECOVERY (1940)
 HG0389
 HG0389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 HG0389'STATION IS IN THE TOWN OF KINSLEY, NEAR THE CITY WATER TOWER
 HG0389'AT THE NORTH-WEST EDGE OF TOWN.
 HG0389'
 HG0389'TO REACH FROM POST OFFICE PROCEED WEST ACROSS TRACKS, TURN
 HG0389'LEFT (SOUTH) JUST AFTER CROSSING TRACKS, GO 1 BLOCK, TURN
 HG0389'RIGHT (WEST), GO 2 BLOCKS, TURN RIGHT (NORTH), GO 1/2 BLOCK
 HG0389'TO STANDPIPE AND STATION.
 HG0389'
 HG0389'STATION IS 142 FEET NORTH OF A 1-1/2 STORY BRICK GARAGE,
 HG0389'44 FEET EAST OF EAST SIDE OF STANDPIPE, 125 FEET WEST OF
 HG0389'CENTERLINE OF NORTH-SOUTH STREET, AND PROJECTS 0.3 FOOT,
 HG0389'STAMPED, KINSLEY 1934.
 HG0389'
 HG0389'UNDERGROUND STATION STAMPED, KINSLEY 1934.
 HG0389'
 HG0389'REFERENCE MARK NO. 1 IS 155.89 FEET NORTH OF STATION, 141
 HG0389'FEET NORTHEAST OF STANDPIPE, 105 FEET WEST OF CENTERLINE OF
 HG0389'NORTH-SOUTH DIRT ROAD, 27 FEET EAST OF 8-INCH ELM TREE, 3.0
 HG0389'FEET SOUTH OF WIRE FENCE, SET FLUSH WITH GROUND STAMPED
 HG0389'KINSLEY NO. 1 1934.
 HG0389'
 HG0389'REFERENCE MARK NO. 2 IS 107.48 FEET EAST OF STATION, 87
 HG0389'FEET EAST OF CENTER OF STANDPIPE, 21 FEET WEST OF CENTERLINE
 HG0389'OF NORTH-SOUTH DIRT ROAD, 8.0 FEET NORTH OF THE NORTHERNMOST
 HG0389'OF THREE ELM TREES, AND PROJECTS 0.6 FOOT, STAMPED, KINSLEY
 HG0389'NO. 2 1934.
 HG0389'
 HG0389'AZIMUTH MARK IS 0.4 MILE SOUTHWEST OF STATION, 213 YARDS
 HG0389'SOUTH OF THE SOUTH SIDE OF COUNTY HIGHWAY GARAGE, 45 FEET
 HG0389'SOUTHWEST OF CENTER OF INTERSECTION OF DIRT ROADS, 24 FEET
 HG0389'WEST OF CENTERLINE OF NORTH-SOUTH DIRT ROAD, 9.0 FEET SOUTH
 HG0389'OF FENCE CORNER, AND 1.0 FOOT EAST OF WIRE FENCE, AND PROJECTS
 HG0389'0.5 FOOT STAMPED, KINSLEY 1934.
 HG0389'
 HG0389'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HG0389
 HG0389                          STATION RECOVERY (1940)
 HG0389
 HG0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 HG0389'AT KINSLEY.
 HG0389'AT KINSLEY, BENCH MARK IS IN THE VICINITY OF THE KINSLEY
 HG0389'WATER TOWER AT NORTHWEST END OF TOWN.  142 FEET NORTH OF A 1 1/2
 HG0389'STORY BRICK GARAGE, NORTHWEST CORNER.  44 FEET EAST OF THE
 HG0389'EAST SIDE OF THE KINSLEY WATER TOWER.  NO 4 X 4 INCH WOODEN
 HG0389'POST WAS SET BECAUSE WATER TOWER SERVES AS LANDMARK.  MONUMENT
 HG0389'PROJECTS 0.3 FOOT.
 HG0389
 HG0389                          STATION RECOVERY (1945)
 HG0389
 HG0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 HG0389'RECOVERED IN GOOD CONDITION.
 HG0389
 HG0389                          STATION RECOVERY (1970)
 HG0389
 HG0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JAW)
 HG0389'STATION, RM1, RM2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.  THE
 HG0389'STANDPIPE AND BRICK GARAGE ARE NO LONGER THERE.  AZIMUTH MARK IS NOT
 HG0389'VISIBLE FROM GROUND LEVEL DUE TO CONSTRUCTION OF HOUSES AND GROWTH
 HG0389'OF TREES.  ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1332 ***********************************************************************
 JF1332  DESIGNATION -  KINSLEY
 JF1332  PID         -  JF1332
 JF1332  STATE/COUNTY-  KS/WABAUNSEE
 JF1332  USGS QUAD   -  HESSDALE (1983)
 JF1332
 JF1332                         *CURRENT SURVEY CONTROL
 JF1332  ___________________________________________________________________
 JF1332* NAD 83(1997)-  38 57 17.68684(N)    096 09 34.91161(W)     ADJUSTED  
 JF1332* NAVD 88     -       450.     (meters)    1476.     (feet)  SCALED    
 JF1332  ___________________________________________________________________
 JF1332  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 JF1332  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 JF1332
 JF1332  HORZ ORDER  -  SECOND
 JF1332
 JF1332.The horizontal coordinates were established by classical geodetic methods
 JF1332.and adjusted by the National Geodetic Survey in October 1998..
 JF1332
 JF1332.The orthometric height was scaled from a topographic map.
 JF1332
 JF1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1332
 JF1332.The geoid height was determined by GEOID03.
 JF1332
 JF1332;                    North         East     Units Scale Factor Converg.
 JF1332;SPC KS N     -    70,622.757   559,504.149   MT  0.99997010   +1 09 51.8
 JF1332;UTM  14      - 4,315,610.444   746,124.104   MT  1.00034599   +1 47 11.8
 JF1332
 JF1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1332!SPC KS N     -   0.99993417  x   0.99997010  =   0.99990427
 JF1332!UTM  14      -   0.99993417  x   1.00034599  =   1.00028013
 JF1332
 JF1332:                Primary Azimuth Mark                     Grid Az
 JF1332:SPC KS N     -  KINSLEY AZ MK                            001 47 19.0
 JF1332:UTM  14      -  KINSLEY AZ MK                            001 09 59.0
 JF1332
 JF1332|---------------------------------------------------------------------|
 JF1332| PID    Reference Object                     Distance      Geod. Az  |
 JF1332|                                                           dddmmss.s |
 JF1332| CL4669 KINSLEY AZ MK                                      0025710.8 |
 JF1332| CL4670 KINSLEY RM 1                         12.770 METERS 09614     |
 JF1332| JF1327 ESKRIDGE MUNICIPAL TANK             APPROX.11.2 KM 1590853.2 |
 JF1332| CL4671 KINSLEY RM 2                         15.140 METERS 18344     |
 JF1332|---------------------------------------------------------------------|
 JF1332
 JF1332                          SUPERSEDED SURVEY CONTROL
 JF1332
 JF1332  NAD 83(1986)-  38 57 17.69376(N)    096 09 34.90896(W) AD(       ) 2
 JF1332  NAD 27      -  38 57 17.69099(N)    096 09 33.93264(W) AD(       ) 2
 JF1332
 JF1332.Superseded values are not recommended for survey control.
 JF1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1332.See file dsdata.txt to determine how the superseded data were derived.
 JF1332
 JF1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ4612415610(NAD 83)
 JF1332_MARKER: DS = TRIANGULATION STATION DISK
 JF1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1332
 JF1332  HISTORY     - Date     Condition        Report By
 JF1332  HISTORY     - 1956     MONUMENTED       CGS
 JF1332  HISTORY     - 1968     GOOD             CGS
 JF1332
 JF1332                          STATION DESCRIPTION
 JF1332
 JF1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1332'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF ALMA AND 7-1/2
 JF1332'MILES NORTHWEST OF ESKRIDGE.  IT IS ON THE WEST SIDE OF A GRAVELED
 JF1332'COUNTY ROAD AND IS ON HIGHWAY PROPERTY.  IT IS 21 FEET WEST OF
 JF1332'THE CENTERLINE OF THE GRAVEL ROAD, 6 FEET SOUTH OF A WHITE
 JF1332'WITNESS POST AND 2 FEET EAST OF A FENCE.  THE MARK PROJECTS 2
 JF1332'INCHES AND THE DISK IS STAMPED KINSLEY 1956.
 JF1332'
 JF1332'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AND
 JF1332'4 IN ESKRIDGE, GO NORTH ON HIGHWAY 4 FOR 7.95 MILES TO A GRAVEL
 JF1332'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR
 JF1332'4.35 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WEST ON
 JF1332'THE GRAVEL ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 JF1332'AND GO SOUTH ON THE GRAVEL ROAD FOR 0.4 MILE TO THE AZIMUTH MARK
 JF1332'ON THE LEFT.  CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.25 MILE
 JF1332'TO THE STATION ON THE RIGHT AS DESCRIBED.
 JF1332'
 JF1332'REFERENCE MARK 1 IS 44 FEET EAST OF THE WHITE WITNESS POST, 22
 JF1332'FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD AND 1 FOOT WEST
 JF1332'OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JF1332'KINSLEY NO 1 1956.
 JF1332'
 JF1332'REFERENCE MARK 2 IS 55 FEET SOUTH OF THE WHITE WITNESS POST,
 JF1332'22 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD AND 1 FOOT
 JF1332'EAST OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JF1332'STAMPED KINSLEY NO 2 1956.
 JF1332'
 JF1332'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTERLINE OF THE GRAVEL
 JF1332'ROAD, 1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A WHITE WITNESS
 JF1332'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED KINSLEY
 JF1332'1956.
 JF1332'
 JF1332'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1332
 JF1332                          STATION RECOVERY (1968)
 JF1332
 JF1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1332'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1332'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JF1332'THE 1956 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JF1332'
 JF1332'REFERENCE MARK NO. 1 IS NOW 4 FEET WEST OF A FENCE.
 JF1332'
 JF1332'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 JF1332'
 JF1332'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JF1332'
 JF1332'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7
 JF1332'1/2 MILES NORTHWEST OF ESKRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0390 ***********************************************************************
 HG0390  DESIGNATION -  KINSLEY AZ MK
 HG0390  PID         -  HG0390
 HG0390  STATE/COUNTY-  KS/EDWARDS
 HG0390  USGS QUAD   -  KINSLEY (1972)
 HG0390
 HG0390                         *CURRENT SURVEY CONTROL
 HG0390  ___________________________________________________________________
 HG0390* NAD 83(1986)-  37 55 15.     (N)    099 25 22.     (W)     SCALED    
 HG0390* NAVD 88     -       663.220  (meters)    2175.91   (feet)  ADJUSTED  
 HG0390  ___________________________________________________________________
 HG0390  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HG0390  DYNAMIC HT  -         662.676 (meters)    2174.13  (feet)  COMP
 HG0390  MODELED GRAV-     979,787.7   (mgal)                       NAVD 88
 HG0390
 HG0390  VERT ORDER  -  SECOND    CLASS 0
 HG0390
 HG0390.The horizontal coordinates were scaled from a topographic map and have
 HG0390.an estimated accuracy of +/- 6 seconds.
 HG0390
 HG0390.The orthometric height was determined by differential leveling
 HG0390.and adjusted by the National Geodetic Survey in June 1991..
 HG0390
 HG0390.The geoid height was determined by GEOID03.
 HG0390
 HG0390.The dynamic height is computed by dividing the NAVD 88
 HG0390.geopotential number by the normal gravity value computed on the
 HG0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0390.degrees latitude (g = 980.6199 gals.).
 HG0390
 HG0390.The modeled gravity was interpolated from observed gravity values.
 HG0390
 HG0390;                    North         East    Units  Estimated Accuracy
 HG0390;SPC KS S     -   539,600.      318,870.      MT  (+/- 180 meters Scaled)
 HG0390
 HG0390                          SUPERSEDED SURVEY CONTROL
 HG0390
 HG0390  NGVD 29 (??/??/92)  662.958  (m)         2175.05   (f) ADJ UNCH    2 0
 HG0390
 HG0390.Superseded values are not recommended for survey control.
 HG0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0390.See file dsdata.txt to determine how the superseded data were derived.
 HG0390
 HG0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG628971(NAD 83)
 HG0390_MARKER: DZ = AZIMUTH MARK DISK
 HG0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0390_STAMPING: KINSLEY 1934
 HG0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0390+STABILITY: SURFACE MOTION
 HG0390
 HG0390  HISTORY     - Date     Condition        Report By
 HG0390  HISTORY     - 1934     MONUMENTED       CGS
 HG0390  HISTORY     - 1940     GOOD             NGS
 HG0390  HISTORY     - 1945     GOOD             NGS
 HG0390
 HG0390                          STATION DESCRIPTION
 HG0390
 HG0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0390'AT KINSLEY.
 HG0390'AT KINSLEY, 213 YARDS SOUTH OF THE SOUTH SIDE OF COUNTY HIGHWAY
 HG0390'GARAGE.  45 FEET SOUTHWEST OF THE CENTER OF INTERSECTION OF
 HG0390'NORTH-SOUTH DIRT ROAD AND EAST-WEST DIRT ROAD.  24 FEET WEST OF THE
 HG0390'CENTERLINE OF NORTH-SOUTH DIRT ROAD.  9.0 FEET SOUTH OF A FENCE
 HG0390'CORNER.  1.0 FOOT EAST OF A WIRE FENCE.  NO 4 X 4 INCH WOODEN
 HG0390'POST WAS SET BECAUSE FENCE CORNER SERVES AS LANDMARK.
 HG0390
 HG0390                          STATION RECOVERY (1945)
 HG0390
 HG0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 HG0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0391 ***********************************************************************
 HG0391  DESIGNATION -  KINSLEY BM
 HG0391  PID         -  HG0391
 HG0391  STATE/COUNTY-  KS/EDWARDS
 HG0391  USGS QUAD   -  KINSLEY (1972)
 HG0391
 HG0391                         *CURRENT SURVEY CONTROL
 HG0391  ___________________________________________________________________
 HG0391* NAD 83(1986)-  37 55 09.     (N)    099 24 35.     (W)     SCALED    
 HG0391* NAVD 88     -       661.019  (meters)    2168.69   (feet)  ADJUSTED  
 HG0391  ___________________________________________________________________
 HG0391  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 HG0391  DYNAMIC HT  -         660.477 (meters)    2166.91  (feet)  COMP
 HG0391  MODELED GRAV-     979,788.2   (mgal)                       NAVD 88
 HG0391
 HG0391  VERT ORDER  -  SECOND    CLASS 0
 HG0391
 HG0391.The horizontal coordinates were scaled from a topographic map and have
 HG0391.an estimated accuracy of +/- 6 seconds.
 HG0391
 HG0391.The orthometric height was determined by differential leveling
 HG0391.and adjusted by the National Geodetic Survey in June 1991..
 HG0391
 HG0391.The geoid height was determined by GEOID03.
 HG0391
 HG0391.The dynamic height is computed by dividing the NAVD 88
 HG0391.geopotential number by the normal gravity value computed on the
 HG0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0391.degrees latitude (g = 980.6199 gals.).
 HG0391
 HG0391.The modeled gravity was interpolated from observed gravity values.
 HG0391
 HG0391;                    North         East    Units  Estimated Accuracy
 HG0391;SPC KS S     -   539,400.      320,020.      MT  (+/- 180 meters Scaled)
 HG0391
 HG0391                          SUPERSEDED SURVEY CONTROL
 HG0391
 HG0391  NGVD 29 (??/??/92)  660.758  (m)         2167.84   (f) ADJ UNCH    2 0
 HG0391
 HG0391.Superseded values are not recommended for survey control.
 HG0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0391.See file dsdata.txt to determine how the superseded data were derived.
 HG0391
 HG0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG639969(NAD 83)
 HG0391_MARKER: DR = REFERENCE MARK DISK
 HG0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0391_STAMPING: KINSLEY 1934
 HG0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0391+STABILITY: SURFACE MOTION
 HG0391
 HG0391  HISTORY     - Date     Condition        Report By
 HG0391  HISTORY     - 1934     MONUMENTED       CGS
 HG0391  HISTORY     - 1945     GOOD             NGS
 HG0391
 HG0391                          STATION DESCRIPTION
 HG0391
 HG0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0391'AT KINSLEY.
 HG0391'AT KINSLEY, ON THE SOUTHWEST CORNER OF NILES AVENUE AND TWELFTH
 HG0391'STREET EAST.  45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 HG0391'SMALL CITY PUMP HOUSE.  60 FEET EAST OF THE CENTERLINE OF STATE
 HG0391'HIGHWAY 1.
 HG0391
 HG0391                          STATION RECOVERY (1945)
 HG0391
 HG0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 HG0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0933 ***********************************************************************
 HG0933  DESIGNATION -  KINSLEY CO OP GRAIN ELEVATOR
 HG0933  PID         -  HG0933
 HG0933  STATE/COUNTY-  KS/EDWARDS
 HG0933  USGS QUAD   -  KINSLEY (1972)
 HG0933
 HG0933                         *CURRENT SURVEY CONTROL
 HG0933  ___________________________________________________________________
 HG0933* NAD 83(1997)-  37 55 31.46367(N)    099 24 41.76459(W)     ADJUSTED  
 HG0933* NAVD 88     -                                                        
 HG0933  ___________________________________________________________________
 HG0933  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 HG0933  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HG0933
 HG0933  HORZ ORDER  -  THIRD
 HG0933
 HG0933.The horizontal coordinates were established by classical geodetic methods
 HG0933.and adjusted by the National Geodetic Survey in October 1998..
 HG0933
 HG0933
 HG0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0933
 HG0933.The geoid height was determined by GEOID03.
 HG0933
 HG0933;                    North         East     Units Scale Factor Converg.
 HG0933;SPC KS S     -   540,092.780   319,857.194   MT  0.99993593   -0 33 36.7
 HG0933;UTM  14      - 4,197,618.640   463,825.857   MT  0.99961612   -0 15 10.8
 HG0933
 HG0933                          SUPERSEDED SURVEY CONTROL
 HG0933
 HG0933  NAD 83(1997)-  37 55 31.47158(N)    099 24 41.76410(W) AD(       ) 4
 HG0933  NAD 83(1986)-  37 55 31.46931(N)    099 24 41.76297(W) AD(       ) 4
 HG0933  NAD 27      -  37 55 31.41384(N)    099 24 40.34139(W) AD(       ) 3
 HG0933
 HG0933.Superseded values are not recommended for survey control.
 HG0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0933.See file dsdata.txt to determine how the superseded data were derived.
 HG0933
 HG0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6382697619(NAD 83)
 HG0933_MARKER: 65 = GRAIN ELEVATOR
 HG0933
 HG0933  HISTORY     - Date     Condition        Report By
 HG0933  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG0933
 HG0933                          STATION DESCRIPTION
 HG0933
 HG0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0933'THE STATION IS THE TIP OF THE STAR ATOP THE HEADHOUSE OF THE COOP
 HG0933'GRAIN ELEVATOR IN KINSLEY.  IT IS A LARGE CONCRETE STRUCTURE,
 HG0933'CONSISTING OF SEVERAL ROUND BINS WHICH SUPPORTS THE HEADHOUSE, AND
 HG0933'HAS AN OVERALL HEIGHT OF 164 FEET.  THE STAR IS ON THE TOP OF THE
 HG0933'HEADHOUSE OF THE ELEVATOR.
 HG0933'
 HG0933'IT IS LOCATED IN THE NORTHEAST PART OF KINSLEY, 1/2 BLOCK EAST ON
 HG0933'THIRD STREET FROM COLONY AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0880 ***********************************************************************
 JG0880  DESIGNATION -  KINSLEY FAA RADAR MICROWAVE
 JG0880  PID         -  JG0880
 JG0880  STATE/COUNTY-  KS/EDWARDS
 JG0880  USGS QUAD   -  ROZEL SW (1972)
 JG0880
 JG0880                         *CURRENT SURVEY CONTROL
 JG0880  ___________________________________________________________________
 JG0880* NAD 83(1997)-  38 02 41.34651(N)    099 23 11.38744(W)     ADJUSTED  
 JG0880* NAVD 88     -                                                        
 JG0880  ___________________________________________________________________
 JG0880  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 JG0880  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 JG0880
 JG0880  HORZ ORDER  -  THIRD
 JG0880
 JG0880.The horizontal coordinates were established by classical geodetic methods
 JG0880.and adjusted by the National Geodetic Survey in October 1998..
 JG0880
 JG0880
 JG0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0880
 JG0880.The geoid height was determined by GEOID03.
 JG0880
 JG0880;                    North         East     Units Scale Factor Converg.
 JG0880;SPC KS S     -   553,324.328   322,190.209   MT  0.99993837   -0 32 41.2
 JG0880;UTM  14      - 4,210,858.233   466,087.239   MT  0.99961416   -0 14 17.5
 JG0880
 JG0880                          SUPERSEDED SURVEY CONTROL
 JG0880
 JG0880  NAD 83(1997)-  38 02 41.35443(N)    099 23 11.38658(W) AD(       ) 4
 JG0880  NAD 83(1986)-  38 02 41.35307(N)    099 23 11.38589(W) AD(       ) 4
 JG0880  NAD 27      -  38 02 41.29438(N)    099 23 09.96890(W) AD(       ) 3
 JG0880
 JG0880.Superseded values are not recommended for survey control.
 JG0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0880.See file dsdata.txt to determine how the superseded data were derived.
 JG0880
 JG0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6608710858(NAD 83)
 JG0880_MARKER: 44 = MICROWAVE MAST
 JG0880
 JG0880  HISTORY     - Date     Condition        Report By
 JG0880  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0880
 JG0880                          STATION DESCRIPTION
 JG0880
 JG0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0880'THE STATION IS THE RED LIGHT ATOP OF THE MAST, OWNED BY THE FEDERAL
 JG0880'AVIATION AGENCY, LOCATED 8-1/2 MILES NORTH OF KINSLEY, 8 MILES
 JG0880'SOUTHWEST OF GARFIELD, 1 MILE EAST OF U.S. HIGHWAY 183, AND ON THE
 JG0880'NORTH SIDE OF A GRAVEL ROAD.
 JG0880'
 JG0880'IT IS A SLENDER STEEL STRUCTURE, GUYED, PAINTED RED AND WHITE, TWO
 JG0880'LARGE REFLECTORS AT THE TOP OF THE MAST, AND HAS AN OVERALL HEIGHT
 JG0880'OF 180 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0934 ***********************************************************************
 HG0934  DESIGNATION -  KINSLEY MUN WATER TANK
 HG0934  PID         -  HG0934
 HG0934  STATE/COUNTY-  KS/EDWARDS
 HG0934  USGS QUAD   -  KINSLEY (1972)
 HG0934
 HG0934                         *CURRENT SURVEY CONTROL
 HG0934  ___________________________________________________________________
 HG0934* NAD 83(1997)-  37 55 23.76777(N)    099 25 05.93302(W)     ADJUSTED  
 HG0934* NAVD 88     -                                                        
 HG0934  ___________________________________________________________________
 HG0934  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 HG0934  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HG0934
 HG0934  HORZ ORDER  -  THIRD
 HG0934
 HG0934.The horizontal coordinates were established by classical geodetic methods
 HG0934.and adjusted by the National Geodetic Survey in October 1998..
 HG0934
 HG0934
 HG0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0934
 HG0934.The geoid height was determined by GEOID03.
 HG0934
 HG0934;                    North         East     Units Scale Factor Converg.
 HG0934;SPC KS S     -   539,861.319   319,264.668   MT  0.99993592   -0 33 51.6
 HG0934;UTM  14      - 4,197,384.080   463,234.769   MT  0.99961665   -0 15 25.6
 HG0934
 HG0934                          SUPERSEDED SURVEY CONTROL
 HG0934
 HG0934  NAD 83(1997)-  37 55 23.77560(N)    099 25 05.93244(W) AD(       ) 4
 HG0934  NAD 83(1986)-  37 55 23.77391(N)    099 25 05.93194(W) AD(       ) 4
 HG0934  NAD 27      -  37 55 23.71072(N)    099 25 04.50746(W) AD(       ) 3
 HG0934
 HG0934.Superseded values are not recommended for survey control.
 HG0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0934.See file dsdata.txt to determine how the superseded data were derived.
 HG0934
 HG0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6323597384(NAD 83)
 HG0934_MARKER: 53 = ELEVATED TANK
 HG0934
 HG0934  HISTORY     - Date     Condition        Report By
 HG0934  HISTORY     - 1964     FIRST OBSERVED   CGS
 HG0934
 HG0934                          STATION DESCRIPTION
 HG0934
 HG0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0934'THE STATION IS THE TOP CENTER OF THE TANK, OWNED BY THE CITY OF
 HG0934'KINSLEY, LOCATED IN THE NORTH PART OF KINSLEY, ON THE EAST SIDE OF
 HG0934'CAPITOL STREET.
 HG0934'
 HG0934'IT IS AN EIGHT-LEGGED STEEL STRUCTURE WHICH SUPPORTS AN OVAL SHAPED
 HG0934'TANK, PAINTED SILVER, AND HAS AN OVERALL HEIGHT OF 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0931 ***********************************************************************
 HG0931  DESIGNATION -  KINSLEY MUNICIPAL STANDPIPE
 HG0931  PID         -  HG0931
 HG0931  STATE/COUNTY-  KS/EDWARDS
 HG0931  USGS QUAD   -  KINSLEY (1972)
 HG0931
 HG0931                         *CURRENT SURVEY CONTROL
 HG0931  ___________________________________________________________________
 HG0931* NAD 83(1997)-  37 55 23.35808(N)    099 25 06.72275(W)     ADJUSTED  
 HG0931* NAVD 88     -                                                        
 HG0931  ___________________________________________________________________
 HG0931  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 HG0931  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HG0931
 HG0931  HORZ ORDER  -  THIRD
 HG0931
 HG0931.The horizontal coordinates were established by classical geodetic methods
 HG0931.and adjusted by the National Geodetic Survey in October 1998..
 HG0931
 HG0931
 HG0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0931
 HG0931.The geoid height was determined by GEOID03.
 HG0931
 HG0931;                    North         East     Units Scale Factor Converg.
 HG0931;SPC KS S     -   539,848.879   319,245.258   MT  0.99993592   -0 33 52.1
 HG0931;UTM  14      - 4,197,371.540   463,215.433   MT  0.99961667   -0 15 26.0
 HG0931
 HG0931                          SUPERSEDED SURVEY CONTROL
 HG0931
 HG0931  NAD 83(1997)-  37 55 23.36594(N)    099 25 06.72219(W) AD(       ) 4
 HG0931  NAD 83(1986)-  37 55 23.36483(N)    099 25 06.72148(W) AD(       ) 4
 HG0931  NAD 27      -  37 55 23.30306(N)    099 25 05.29283(W) AD(       ) 3
 HG0931
 HG0931.Superseded values are not recommended for survey control.
 HG0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0931.See file dsdata.txt to determine how the superseded data were derived.
 HG0931
 HG0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6321597372(NAD 83)
 HG0931_MARKER: 52 = STANDPIPE TANK
 HG0931
 HG0931  HISTORY     - Date     Condition        Report By
 HG0931  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0931  HISTORY     - 1961     GOOD             CGS
 HG0931
 HG0931                          STATION DESCRIPTION
 HG0931
 HG0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0931'OBJECT OBSERVED UPON WAS THE CENTER OF THE METAL STANDPIPE
 HG0931'LOCATED IN THE WESTERN PART OF THE TOWN OF KINSLEY.  THIS
 HG0931'STANDPIPE IS MUNICIPALLY OWNED AND IS APPROXIMATELY 125 FEET
 HG0931'TALL.
 HG0931'
 HG0931'OBSERVED UPON FROM STATIONS KINSLEY, ERICKSON, DAHM, RANDALL,
 HG0931'AND KELLER.
 HG0931
 HG0931                          STATION RECOVERY (1961)
 HG0931
 HG0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0931'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0388 ***********************************************************************
 HG0388  DESIGNATION -  KINSLEY RM 1
 HG0388  PID         -  HG0388
 HG0388  STATE/COUNTY-  KS/EDWARDS
 HG0388  USGS QUAD   -  KINSLEY (1972)
 HG0388
 HG0388                         *CURRENT SURVEY CONTROL
 HG0388  ___________________________________________________________________
 HG0388* NAD 83(1986)-  37 55 23.     (N)    099 25 05.     (W)     SCALED    
 HG0388* NAVD 88     -       662.403  (meters)    2173.23   (feet)  ADJUSTED  
 HG0388  ___________________________________________________________________
 HG0388  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HG0388  DYNAMIC HT  -         661.860 (meters)    2171.45  (feet)  COMP
 HG0388  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 HG0388
 HG0388  VERT ORDER  -  SECOND    CLASS 0
 HG0388
 HG0388.The horizontal coordinates were scaled from a topographic map and have
 HG0388.an estimated accuracy of +/- 6 seconds.
 HG0388
 HG0388.The orthometric height was determined by differential leveling
 HG0388.and adjusted by the National Geodetic Survey in June 1991..
 HG0388
 HG0388.The geoid height was determined by GEOID03.
 HG0388
 HG0388.The dynamic height is computed by dividing the NAVD 88
 HG0388.geopotential number by the normal gravity value computed on the
 HG0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0388.degrees latitude (g = 980.6199 gals.).
 HG0388
 HG0388.The modeled gravity was interpolated from observed gravity values.
 HG0388
 HG0388;                    North         East    Units  Estimated Accuracy
 HG0388;SPC KS S     -   539,840.      319,290.      MT  (+/- 180 meters Scaled)
 HG0388
 HG0388                          SUPERSEDED SURVEY CONTROL
 HG0388
 HG0388  NGVD 29 (??/??/92)  662.141  (m)         2172.37   (f) ADJ UNCH    2 0
 HG0388
 HG0388.Superseded values are not recommended for survey control.
 HG0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0388.See file dsdata.txt to determine how the superseded data were derived.
 HG0388
 HG0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG632973(NAD 83)
 HG0388_MARKER: DR = REFERENCE MARK DISK
 HG0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0388_STAMPING: KINSLEY NO 1 1934
 HG0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0388+STABILITY: SURFACE MOTION
 HG0388
 HG0388  HISTORY     - Date     Condition        Report By
 HG0388  HISTORY     - 1934     MONUMENTED       CGS
 HG0388  HISTORY     - 1940     GOOD             NGS
 HG0388  HISTORY     - 1945     GOOD             NGS
 HG0388
 HG0388                          STATION DESCRIPTION
 HG0388
 HG0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0388'AT KINSLEY.
 HG0388'BENCH MARK IS IN THE VICINITY OF THE KINSLEY WATER TOWER AT THE
 HG0388'WEST END OF TOWN.  141 FEET NORTHEAST OF THE KINSLEY WATER TOWER.
 HG0388'105 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH DIRT ROAD.  27
 HG0388'FEET EAST OF AN 8 INCH ELM TREE.  3.0 FEET SOUTH OF A WIRE FENCE.
 HG0388'NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE WATER TOWER SERVES AS
 HG0388'LANDMARK.  MONUMENT IS FLUSH WITH THE GROUND.
 HG0388
 HG0388                          STATION RECOVERY (1945)
 HG0388
 HG0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 HG0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0387 ***********************************************************************
 HG0387  DESIGNATION -  KINSLEY RM 2
 HG0387  PID         -  HG0387
 HG0387  STATE/COUNTY-  KS/EDWARDS
 HG0387  USGS QUAD   -  KINSLEY (1972)
 HG0387
 HG0387                         *CURRENT SURVEY CONTROL
 HG0387  ___________________________________________________________________
 HG0387* NAD 83(1986)-  37 55 23.     (N)    099 25 05.     (W)     SCALED    
 HG0387* NAVD 88     -       662.347  (meters)    2173.05   (feet)  ADJUSTED  
 HG0387  ___________________________________________________________________
 HG0387  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HG0387  DYNAMIC HT  -         661.804 (meters)    2171.27  (feet)  COMP
 HG0387  MODELED GRAV-     979,788.1   (mgal)                       NAVD 88
 HG0387
 HG0387  VERT ORDER  -  SECOND    CLASS 0
 HG0387
 HG0387.The horizontal coordinates were scaled from a topographic map and have
 HG0387.an estimated accuracy of +/- 6 seconds.
 HG0387
 HG0387.The orthometric height was determined by differential leveling
 HG0387.and adjusted by the National Geodetic Survey in June 1991..
 HG0387
 HG0387.The geoid height was determined by GEOID03.
 HG0387
 HG0387.The dynamic height is computed by dividing the NAVD 88
 HG0387.geopotential number by the normal gravity value computed on the
 HG0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0387.degrees latitude (g = 980.6199 gals.).
 HG0387
 HG0387.The modeled gravity was interpolated from observed gravity values.
 HG0387
 HG0387;                    North         East    Units  Estimated Accuracy
 HG0387;SPC KS S     -   539,840.      319,290.      MT  (+/- 180 meters Scaled)
 HG0387
 HG0387                          SUPERSEDED SURVEY CONTROL
 HG0387
 HG0387  NGVD 29 (??/??/92)  662.086  (m)         2172.19   (f) ADJ UNCH    2 0
 HG0387
 HG0387.Superseded values are not recommended for survey control.
 HG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0387.See file dsdata.txt to determine how the superseded data were derived.
 HG0387
 HG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG632973(NAD 83)
 HG0387_MARKER: DR = REFERENCE MARK DISK
 HG0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0387_STAMPING: KINSLEY NO 2 1934
 HG0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0387+STABILITY: SURFACE MOTION
 HG0387
 HG0387  HISTORY     - Date     Condition        Report By
 HG0387  HISTORY     - 1934     MONUMENTED       CGS
 HG0387  HISTORY     - 1940     GOOD             NGS
 HG0387  HISTORY     - 1945     GOOD             NGS
 HG0387
 HG0387                          STATION DESCRIPTION
 HG0387
 HG0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0387'AT KINSLEY.
 HG0387'AT KINSLEY BENCH MARK IS IN THE VICINITY OF THE KINSLEY WATER
 HG0387'TOWER AT THE WEST END OF TOWN.  87 FEET EAST OF THE CENTER OF THE
 HG0387'KINSLEY WATER TOWER.  21 FEET WEST OF THE CENTERLINE OF A
 HG0387'NORTH-SOUTH DIRT ROAD.  IN LINE WITH THREE ELM TREES.  8.0 FEET
 HG0387'NORTH OF AND IN LINE WITH THE SOUTHERN MOST ELM TREE.  NO 4 X 4
 HG0387'INCH WOODEN POST WAS SET BECAUSE WATER TOWER SERVES AS LANDMARK.
 HG0387'MONUMENT PROJECTS 0.6 FOOT.
 HG0387
 HG0387                          STATION RECOVERY (1945)
 HG0387
 HG0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 HG0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0844 ***********************************************************************
 HG0844  DESIGNATION -  KIOWA WESTERN P AND L CO TANK
 HG0844  PID         -  HG0844
 HG0844  STATE/COUNTY-  KS/BARBER
 HG0844  USGS QUAD   -  KIOWA (1972)
 HG0844
 HG0844                         *CURRENT SURVEY CONTROL
 HG0844  ___________________________________________________________________
 HG0844* NAD 83(1997)-  37 01 22.81182(N)    098 28 51.79461(W)     ADJUSTED  
 HG0844* NAVD 88     -                                                        
 HG0844  ___________________________________________________________________
 HG0844  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 HG0844  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0844
 HG0844  HORZ ORDER  -  THIRD
 HG0844
 HG0844.The horizontal coordinates were established by classical geodetic methods
 HG0844.and adjusted by the National Geodetic Survey in October 1998..
 HG0844
 HG0844
 HG0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0844
 HG0844.The geoid height was determined by GEOID03.
 HG0844
 HG0844;                    North         East     Units Scale Factor Converg.
 HG0844;SPC KS S     -   439,548.932   401,685.998   MT  1.00005682   +0 00 41.9
 HG0844;SPC OK N     -   224,577.143   557,191.219   MT  1.00005683   -0 17 02.0
 HG0844;SPC OK N     -   736,800.18  1,828,051.52   sFT  1.00005683   -0 17 02.0
 HG0844;UTM  14      - 4,097,550.079   546,160.031   MT  0.99962625   +0 18 44.9
 HG0844
 HG0844                          SUPERSEDED SURVEY CONTROL
 HG0844
 HG0844  NAD 83(1997)-  37 01 22.81174(N)    098 28 51.79650(W) AD(       ) 4
 HG0844  NAD 83(1986)-  37 01 22.81502(N)    098 28 51.78488(W) AD(       ) 4
 HG0844  NAD 27      -  37 01 22.72102(N)    098 28 50.52074(W) AD(       ) 3
 HG0844
 HG0844.Superseded values are not recommended for survey control.
 HG0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0844.See file dsdata.txt to determine how the superseded data were derived.
 HG0844
 HG0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF4616097550(NAD 83)
 HG0844_MARKER: 53 = ELEVATED TANK
 HG0844
 HG0844  HISTORY     - Date     Condition        Report By
 HG0844  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0844
 HG0844                          STATION DESCRIPTION
 HG0844
 HG0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0844'POINT OBSERVED UPON IS FINIAL ATOP SILVER WATER TANK WITH
 HG0844'BLACK STAND OWNED BY THE WESTERN POWER AND LIGHT COMPANY
 HG0844'LOCATED IN THE NORTHEAST PORTION OF TOWN ABOUT 400 FEET
 HG0844'NORTHEAST OF THE NORTHEAST CORNER OF PROGRESS PARK AND 250
 HG0844'FEET WEST OF THE POWER PLANT.
 HG0844'
 HG0844'STATION OBSERVED UPON FROM SHROCK, MARSH, DREYER, DUNE, SMELLAGE
 HG0844'AND KANOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1595 ***********************************************************************
 JF1595  DESIGNATION -  KIPP RURAL STANDPIPE
 JF1595  PID         -  JF1595
 JF1595  STATE/COUNTY-  KS/SALINE
 JF1595  USGS QUAD   -  SALINA (1978)
 JF1595
 JF1595                         *CURRENT SURVEY CONTROL
 JF1595  ___________________________________________________________________
 JF1595* NAD 83(1997)-  38 48 10.82932(N)    097 30 26.67383(W)     ADJUSTED  
 JF1595* NAVD 88     -                                                        
 JF1595  ___________________________________________________________________
 JF1595  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 JF1595  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 JF1595
 JF1595  HORZ ORDER  -  THIRD
 JF1595
 JF1595.The horizontal coordinates were established by classical geodetic methods
 JF1595.and adjusted by the National Geodetic Survey in October 1998..
 JF1595
 JF1595
 JF1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1595
 JF1595.The geoid height was determined by GEOID03.
 JF1595
 JF1595;                    North         East     Units Scale Factor Converg.
 JF1595;SPC KS N     -    52,255.257   442,788.662   MT  0.99998719   +0 18 42.0
 JF1595;UTM  14      - 4,295,974.571   629,606.835   MT  0.99980685   +0 56 07.6
 JF1595
 JF1595                          SUPERSEDED SURVEY CONTROL
 JF1595
 JF1595  NAD 83(1986)-  38 48 10.83930(N)    097 30 26.67403(W) AD(       ) 4
 JF1595  NAD 27      -  38 48 10.83151(N)    097 30 25.55750(W) AD(       ) 3
 JF1595
 JF1595.Superseded values are not recommended for survey control.
 JF1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1595.See file dsdata.txt to determine how the superseded data were derived.
 JF1595
 JF1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2960795975(NAD 83)
 JF1595_MARKER: 52 = STANDPIPE TANK
 JF1595
 JF1595  HISTORY     - Date     Condition        Report By
 JF1595  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1595
 JF1595                          STATION DESCRIPTION
 JF1595
 JF1595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1595'THE STATION IS THE RED LIGHT ON TOP OF RURAL WATER DISTRICT
 JF1595'NUMBER 2 STANDPIPE, LOCATED 5 MILES EAST AND 1-3/4 MILES SOUTH
 JF1595'OF SALINA, 3-1/2 MILES NORTHWEST OF KIPP, ABOUT 300 FEET WEST
 JF1595'OF A DIRT ROAD.  IT IS MOUNTED ON TOP OF THE STANDPIPE, WHICH IS
 JF1595'PAINTED GREEN, WITH RURAL WATER DISTRICT NO 2 LETTERED ON THE
 JF1595'NORTH SIDE, AND IS 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0995 ***********************************************************************
 HE0995  DESIGNATION -  KIRK
 HE0995  PID         -  HE0995
 HE0995  STATE/COUNTY-  KS/CHEROKEE
 HE0995  USGS QUAD   -  KIRKWOOD (1978)
 HE0995
 HE0995                         *CURRENT SURVEY CONTROL
 HE0995  ___________________________________________________________________
 HE0995* NAD 83(1997)-  37 20 19.72786(N)    094 43 16.31298(W)     ADJUSTED  
 HE0995* NAVD 88     -       282.6    (meters)     927.     (feet)  VERTCON   
 HE0995  ___________________________________________________________________
 HE0995  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HE0995  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 HE0995
 HE0995  HORZ ORDER  -  SECOND
 HE0995
 HE0995.The horizontal coordinates were established by classical geodetic methods
 HE0995.and adjusted by the National Geodetic Survey in October 1998..
 HE0995
 HE0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0995
 HE0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0995
 HE0995.The geoid height was determined by GEOID03.
 HE0995
 HE0995;                    North         East     Units Scale Factor Converg.
 HE0995;SPC KS S     -   481,383.206   734,763.016   MT  0.99998660   +2 19 19.8
 HE0995;UTM  15      - 4,133,848.374   347,530.636   MT  0.99988636   -1 02 39.0
 HE0995
 HE0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0995!SPC KS S     -   0.99996041  x   0.99998660  =   0.99994701
 HE0995!UTM  15      -   0.99996041  x   0.99988636  =   0.99984678
 HE0995
 HE0995:                Primary Azimuth Mark                     Grid Az
 HE0995:SPC KS S     -  PITTSBURG HOTEL BESSE FLAGPOLE           008 34 29.1
 HE0995:UTM  15      -  PITTSBURG HOTEL BESSE FLAGPOLE           011 56 27.9
 HE0995
 HE0995|---------------------------------------------------------------------|
 HE0995| PID    Reference Object                     Distance      Geod. Az  |
 HE0995|                                                           dddmmss.s |
 HE0995| HE1007 PITTSBURG HOTEL BESSE FLAGPOLE      APPROX. 8.2 KM 0105348.9 |
 HE0995| HE1026 PITTSBURG N MUNICIPAL TANK          APPROX.10.0 KM 0111421.5 |
 HE0995| HE1020 PITTSBURG KGE RADIO MAST            APPROX. 7.9 KM 0112059.1 |
 HE0995| HE1011 PITTSBURG S MUNICIPAL TANK          APPROX. 6.8 KM 0154544.2 |
 HE0995| HE1024 PITTSBURG POL RAD KAB 206 MAST      APPROX. 4.8 KM 0310630.5 |
 HE0995| CN6527 KIRK RM 1                            24.979 METERS 08352     |
 HE0995| HE1107 WEIR MUNICIPAL TANK                 APPROX. 5.4 KM 2350805.9 |
 HE0995| CN6528 KIRK RM 2                            21.534 METERS 27727     |
 HE0995|---------------------------------------------------------------------|
 HE0995
 HE0995                          SUPERSEDED SURVEY CONTROL
 HE0995
 HE0995  NAD 83(1997)-  37 20 19.73416(N)    094 43 16.31371(W) AD(       ) 2
 HE0995  NAD 83(1986)-  37 20 19.74047(N)    094 43 16.30676(W) AD(       ) 2
 HE0995  NAD 27      -  37 20 19.54914(N)    094 43 15.45479(W) AD(       ) 2
 HE0995  NGVD 29 (07/19/86)  282.5    (m)          927.     (f) VERT ANG       
 HE0995
 HE0995.Superseded values are not recommended for survey control.
 HE0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0995.See file dsdata.txt to determine how the superseded data were derived.
 HE0995
 HE0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4753133848(NAD 83)
 HE0995_MARKER: DS = TRIANGULATION STATION DISK
 HE0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0995+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2001
 HE0995
 HE0995  HISTORY     - Date     Condition        Report By
 HE0995  HISTORY     - 1966     MONUMENTED       CGS
 HE0995  HISTORY     - 20010405 GOOD             LOCSUR
 HE0995
 HE0995                          STATION DESCRIPTION
 HE0995
 HE0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0995'THE STATION IS ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF PITTSBURG,
 HE0995'5 MILES EAST OF CHEROKEE, 3-1/2 MILES NORTHEAST OF WEIR,
 HE0995'ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 160.
 HE0995'
 HE0995'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69,
 HE0995'160 AND STATE HIGHWAY 57 ABOUT 5 MILES SOUTH OF PITTSBURG,
 HE0995'GO WEST ON U.S. HIGHWAY 160 FOR 0.85 MILE TO THE STATION
 HE0995'ON THE RIGHT.
 HE0995'
 HE0995'STATION MARK IS A STANDARD DISK, STAMPED KIRK 1964, SET
 HE0995'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HE0995'WITH THE GROUND.  IT IS 54 FEET NORTH OF THE CENTERLINE
 HE0995'OF U.S. HIGHWAY 160 AND 9.5 FEET SOUTH OF AN EAST-WEST FENCE.
 HE0995'
 HE0995'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KIRK NO 1 1964,
 HE0995'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 HE0995'FLUSH WITH THE GROUND.  IT IS 61 FEET NORTH OF THE CENTERLINE
 HE0995'OF THE HIGHWAY, 1 FOOT SOUTH OF THE FENCE AND ABOUT THE
 HE0995'SAME ELEVATION AS THE STATION.
 HE0995'
 HE0995'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KIRK NO 2 1964,
 HE0995'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0995'1 INCH.  IT IS 61 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HE0995'1 FOOT SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS
 HE0995'THE STATION.
 HE0995'
 HE0995'HEIGHT OF LIGHT ABOVE STATION MARK 14.39 METERS.
 HE0995
 HE0995                          STATION RECOVERY (2001)
 HE0995
 HE0995'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KJD)
 HE0995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0901 ***********************************************************************
 KE0901  DESIGNATION -  KIRO
 KE0901  PID         -  KE0901
 KE0901  STATE/COUNTY-  KS/SHAWNEE
 KE0901  USGS QUAD   -  SILVER LAKE (1983)
 KE0901
 KE0901                         *CURRENT SURVEY CONTROL
 KE0901  ___________________________________________________________________
 KE0901* NAD 83(1997)-  39 02 59.78334(N)    095 48 54.97607(W)     ADJUSTED  
 KE0901* NAVD 88     -       329.025  (meters)    1079.48   (feet)  ADJUSTED  
 KE0901  ___________________________________________________________________
 KE0901  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 KE0901  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 KE0901  DYNAMIC HT  -         328.812 (meters)    1078.78  (feet)  COMP
 KE0901  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 KE0901
 KE0901  HORZ ORDER  -  SECOND
 KE0901  VERT ORDER  -  SECOND    CLASS 0
 KE0901
 KE0901.The horizontal coordinates were established by classical geodetic methods
 KE0901.and adjusted by the National Geodetic Survey in October 1998..
 KE0901
 KE0901.The orthometric height was determined by differential leveling
 KE0901.and adjusted by the National Geodetic Survey in June 1991..
 KE0901
 KE0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0901
 KE0901.The geoid height was determined by GEOID03.
 KE0901
 KE0901.The dynamic height is computed by dividing the NAVD 88
 KE0901.geopotential number by the normal gravity value computed on the
 KE0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0901.degrees latitude (g = 980.6199 gals.).
 KE0901
 KE0901.The modeled gravity was interpolated from observed gravity values.
 KE0901
 KE0901;                    North         East     Units Scale Factor Converg.
 KE0901;SPC KS N     -    81,832.217   589,096.744   MT  0.99996296   +1 22 56.3
 KE0901;UTM  15      - 4,326,090.974   256,371.771   MT  1.00033092   -1 46 28.1
 KE0901
 KE0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0901!SPC KS N     -   0.99995325  x   0.99996296  =   0.99991621
 KE0901!UTM  15      -   0.99995325  x   1.00033092  =   1.00028415
 KE0901
 KE0901|---------------------------------------------------------------------|
 KE0901| PID    Reference Object                     Distance      Geod. Az  |
 KE0901|                                                           dddmmss.s |
 KE0901| KE0902 KIRO RM 1                             6.392 METERS 00705     |
 KE0901| KE1258 TOPEKA TV STA KTSB TOWER            APPROX. 5.4 KM 0290550.3 |
 KE0901| KE1256 TOPEKA TV STA KTWU MAST             APPROX. 4.7 KM 0704639.2 |
 KE0901| KE1252 TOPEKA SECURITY ASSN FLAGPOLE       APPROX. 5.2 KM 0741508.4 |
 KE0901| KE1259 TOPEKA RURAL DIST 2 TANK            244.113 METERS 18204     |
 KE0901| KE0900 KIRO RM 2                            19.154 METERS 24604     |
 KE0901| KE0893 VALENCIA                            APPROX. 6.6 KM 2780946.7 |
 KE0901|---------------------------------------------------------------------|
 KE0901
 KE0901                          SUPERSEDED SURVEY CONTROL
 KE0901
 KE0901  NAD 83(1986)-  39 02 59.79077(N)    095 48 54.97253(W) AD(       ) 2
 KE0901  NAD 27      -  39 02 59.78913(N)    095 48 54.02488(W) AD(       ) 2
 KE0901  NGVD 29 (??/??/92)  328.889  (m)         1079.03   (f) ADJ UNCH    2 0
 KE0901
 KE0901.Superseded values are not recommended for survey control.
 KE0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0901.See file dsdata.txt to determine how the superseded data were derived.
 KE0901
 KE0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD5637226091(NAD 83)
 KE0901_MARKER: DE = TRAVERSE STATION DISK
 KE0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0901_STAMPING: KIRO 1970
 KE0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0901+STABILITY: SURFACE MOTION
 KE0901
 KE0901  HISTORY     - Date     Condition        Report By
 KE0901  HISTORY     - 1970     MONUMENTED       NGS
 KE0901  HISTORY     - 1970     GOOD             NGS
 KE0901  HISTORY     - 19900428 GOOD             LOCSUR
 KE0901
 KE0901                          STATION DESCRIPTION
 KE0901
 KE0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KE0901'THE STATION IS LOCATED ABOUT 25 MILES EAST OF ALMA, 6 MILES
 KE0901'WEST OF TOPEKA, AT THE SOUTHEAST ANGLE OF THE INTERCHANGE FOR
 KE0901'STATE HIGHWAY 4, AND ALONG THE SOUTH RIGHT-OF-WAY OF INTERSTATE
 KE0901'HIGHWAY 70, SOUTHWEST 1/4 SECTION 36, T 11 S, R 14 E.
 KE0901'
 KE0901'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE
 KE0901'HIGHWAY 70 AND STATE HIGHWAY 4 ON THE WEST EDGE OF TOPEKA,
 KE0901'GO SOUTH ON STATE HIGHWAY 4 FOR 0.05 MILE TO A CROSSROAD,
 KE0901'TURN LEFT AND GO EAST ON WEST 10TH STREET FOR 0.05 MILE
 KE0901'TO THE STATION ON THE LEFT.
 KE0901'
 KE0901'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED KIRO
 KE0901'1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KE0901'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 KE0901'IT IS 36.0 FEET SOUTH OF THE EASTBOUND TRAFFIC ON-RAMP TO
 KE0901'INTERSTATE HIGHWAY 70, 31.0 FEET NORTH OF THE APPROXIMATE
 KE0901'CENTER OF WEST 10TH STREET, 15 FEET EAST OF THE WEST EDGE
 KE0901'OF A PAVED AREA.  THE UNDERGROUND MARK IS SET IN THE TOP
 KE0901'OF AN IRREGULAR MASS OF CONCRETE 3-1/2 FEET BELOW THE GROUND
 KE0901'SURFACE.
 KE0901'
 KE0901'REFERENCE MARK 1, A STANDARD DISK STAMPED KIRO NO 1 1970,
 KE0901'IS CEMENTED IN A DRILL HOLE IN AN 18-INCH CYLINDRICAL CONCRETE
 KE0901'POST WHICH SUPPORTS A SIGNBOARD.  THE CONCRETE POST PROJECTS
 KE0901'4 INCHES ABOVE THE GROUND SURFACE.  THE REFERENCE MARK IS 51.0
 KE0901'FEET NORTH OF THE APPROXIMATE CENTER OF WEST 10TH STREET,
 KE0901'19 FEET SOUTH OF THE EASTBOUND TRAFFIC ON-RAMP TO INTERSTATE
 KE0901'HIGHWAY 70, AND IS ABOUT 10 INCHES HIGHER THAN THE STATION.
 KE0901'
 KE0901'REFERENCE MARK 2, A STANDARD DISK STAMPED KIRO NO 2 1970,
 KE0901'IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE
 KE0901'OF A STOP SIGN, THE TOP OF THE BASE BEING FLUSH WITH THE
 KE0901'GROUND SURFACE.  IT IS 47.0 FEET WEST OF THE EAST EDGE OF
 KE0901'A PAVED AREA, 18.0 FEET NORTH OF THE APPROXIMATE CENTER
 KE0901'OF WEST 10TH STREET, 16.0 FEET SOUTH OF THE EASTBOUND TRAFFIC
 KE0901'ON-RAMP TO INTERSTATE HIGHWAY 70, AND IS ABOUT 10 INCHES
 KE0901'HIGHER THAN THE STATION.
 KE0901'
 KE0901'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK FOR THIS STATION.
 KE0901'
 KE0901'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KE0901
 KE0901                          STATION RECOVERY (1970)
 KE0901
 KE0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KE0901'8 MI W FROM TOPEKA.
 KE0901'ABOUT 8.0 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0901'HIGHWAY OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 0.1 MILE EAST OF
 KE0901'THE HIGHWAY OVERPASS FOR STATE HIGHWAY 4, 136 FEET SOUTH OF THE
 KE0901'CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, IN A FORK WHICH IS
 KE0901'FORMED BY THE JUNCTION OF A FRONTAGE ROAD AND THE ENTRANCE ROAD
 KE0901'FROM THE STATE HIGHWAY TO THE INTERSTATE HIGHWAY, 28 1/2 FEET
 KE0901'NORTH OF THE CENTER LINE OF THE FRONTAGE ROAD, 33 1/2 FEET
 KE0901'SOUTHEAST OF THE CENTER LINE OF THE ENTRANCE ROAD, ABOUT 1 FOOT
 KE0901'BELOW THE LEVEL OF THE FRONTAGE ROAD, AND SET IN THE TOP OF A
 KE0901'CONCRETE POST WHICH PROJECTS 0.1 FOOT.  SECTION 36, T 11S, R 14E.
 KE0901
 KE0901                          STATION RECOVERY (1990)
 KE0901
 KE0901'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (DLH)
 KE0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0902 ***********************************************************************
 KE0902  DESIGNATION -  KIRO RM 1
 KE0902  PID         -  KE0902
 KE0902  STATE/COUNTY-  KS/SHAWNEE
 KE0902  USGS QUAD   -  SILVER LAKE (1983)
 KE0902
 KE0902                         *CURRENT SURVEY CONTROL
 KE0902  ___________________________________________________________________
 KE0902* NAD 83(1986)-  39 02 59.     (N)    095 48 55.     (W)     SCALED    
 KE0902* NAVD 88     -       329.111  (meters)    1079.76   (feet)  ADJUSTED  
 KE0902  ___________________________________________________________________
 KE0902  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 KE0902  DYNAMIC HT  -         328.898 (meters)    1079.06  (feet)  COMP
 KE0902  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 KE0902
 KE0902  VERT ORDER  -  SECOND    CLASS 0
 KE0902
 KE0902.The horizontal coordinates were scaled from a topographic map and have
 KE0902.an estimated accuracy of +/- 6 seconds.
 KE0902
 KE0902.The orthometric height was determined by differential leveling
 KE0902.and adjusted by the National Geodetic Survey in June 1991..
 KE0902
 KE0902.The geoid height was determined by GEOID03.
 KE0902
 KE0902.The dynamic height is computed by dividing the NAVD 88
 KE0902.geopotential number by the normal gravity value computed on the
 KE0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0902.degrees latitude (g = 980.6199 gals.).
 KE0902
 KE0902.The modeled gravity was interpolated from observed gravity values.
 KE0902
 KE0902;                    North         East    Units  Estimated Accuracy
 KE0902;SPC KS N     -    81,810.      589,100.      MT  (+/- 180 meters Scaled)
 KE0902
 KE0902                          SUPERSEDED SURVEY CONTROL
 KE0902
 KE0902  NGVD 29 (??/??/92)  328.975  (m)         1079.31   (f) ADJ UNCH    2 0
 KE0902
 KE0902.Superseded values are not recommended for survey control.
 KE0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0902.See file dsdata.txt to determine how the superseded data were derived.
 KE0902
 KE0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD563260(NAD 83)
 KE0902_MARKER: DR = REFERENCE MARK DISK
 KE0902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0902_SP_SET: SIGN FOUNDATION
 KE0902_STAMPING: KIRO NO 1 1970
 KE0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0902
 KE0902  HISTORY     - Date     Condition        Report By
 KE0902  HISTORY     - 1970     MONUMENTED       NGS
 KE0902
 KE0902                          STATION DESCRIPTION
 KE0902
 KE0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0902'8 MI W FROM TOPEKA.
 KE0902'ABOUT 8.0 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0902'HIGHWAY OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 0.1 MILE EAST
 KE0902'OF THE HIGHWAY OVERPASS FOR STATE HIGHWAY 4, 115 FEET SOUTH OF THE
 KE0902'CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP
 KE0902'OF THE SOUTHEAST SIDE OF THE NORTHWEST CONCRETE FOUNDATION FOR A
 KE0902'SIGN, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE ENTRANCE ROAD
 KE0902'FROM THE STATE HIGHWAY TO THE INTERSTATE HIGHWAY, 21.00 FEET
 KE0902'NORTH OF THE STATION MARK, AND ABOUT 1 FOOT BELOW THE LEVEL OF
 KE0902'THE ENTRANCE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE STATION
 KE0902'MARK.  SECTION 36, T 11S, R 14E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0900 ***********************************************************************
 KE0900  DESIGNATION -  KIRO RM 2
 KE0900  PID         -  KE0900
 KE0900  STATE/COUNTY-  KS/SHAWNEE
 KE0900  USGS QUAD   -  SILVER LAKE (1983)
 KE0900
 KE0900                         *CURRENT SURVEY CONTROL
 KE0900  ___________________________________________________________________
 KE0900* NAD 83(1986)-  39 02 59.     (N)    095 48 55.     (W)     SCALED    
 KE0900* NAVD 88     -       329.142  (meters)    1079.86   (feet)  ADJUSTED  
 KE0900  ___________________________________________________________________
 KE0900  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 KE0900  DYNAMIC HT  -         328.930 (meters)    1079.16  (feet)  COMP
 KE0900  MODELED GRAV-     979,971.7   (mgal)                       NAVD 88
 KE0900
 KE0900  VERT ORDER  -  SECOND    CLASS 0
 KE0900
 KE0900.The horizontal coordinates were scaled from a topographic map and have
 KE0900.an estimated accuracy of +/- 6 seconds.
 KE0900
 KE0900.The orthometric height was determined by differential leveling
 KE0900.and adjusted by the National Geodetic Survey in June 1991..
 KE0900
 KE0900.The geoid height was determined by GEOID03.
 KE0900
 KE0900.The dynamic height is computed by dividing the NAVD 88
 KE0900.geopotential number by the normal gravity value computed on the
 KE0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0900.degrees latitude (g = 980.6199 gals.).
 KE0900
 KE0900.The modeled gravity was interpolated from observed gravity values.
 KE0900
 KE0900;                    North         East    Units  Estimated Accuracy
 KE0900;SPC KS N     -    81,810.      589,100.      MT  (+/- 180 meters Scaled)
 KE0900
 KE0900                          SUPERSEDED SURVEY CONTROL
 KE0900
 KE0900  NGVD 29 (??/??/92)  329.006  (m)         1079.41   (f) ADJ UNCH    2 0
 KE0900
 KE0900.Superseded values are not recommended for survey control.
 KE0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0900.See file dsdata.txt to determine how the superseded data were derived.
 KE0900
 KE0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD563260(NAD 83)
 KE0900_MARKER: DR = REFERENCE MARK DISK
 KE0900_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0900_SP_SET: SIGN FOUNDATION
 KE0900_STAMPING: KIRO NO 2 1970
 KE0900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0900
 KE0900  HISTORY     - Date     Condition        Report By
 KE0900  HISTORY     - 1970     MONUMENTED       NGS
 KE0900
 KE0900                          STATION DESCRIPTION
 KE0900
 KE0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0900'8 MI W FROM TOPEKA.
 KE0900'ABOUT 8.0 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0900'OVERPASS FOR U.S. HIGHWAY 70 AT TOPEKA, 0.1 MILE EAST OF THE
 KE0900'HIGHWAY OVERPASS FOR STATE HIGHWAY 4, 20 FEET EAST OF THE
 KE0900'INSIDE EDGE OF Y FORK WHICH IS FORMED BY THE JUNCTION OF A FRONTAGE
 KE0900'ROAD AND THE ENTRANCE ROAD FROM STATE HIGHWAY 4 TO THE HIGHWAY,
 KE0900'17 1/2 FEET NORTH OF THE CENTER LINE OF THE FRONTAGE ROAD, 14
 KE0900'FEET SOUTHEAST OF THE CENTER LINE OF THE ENTRANCE ROAD, SET IN THE
 KE0900'TOP OF THE NORTH SIDE OF A 1 1/2-FOOT CONCRETE FOUNDATION FOR A
 KE0900'HIGHWAY SIGN, 62.80 FEET WEST OF THE STATION MARK, AND ABOUT LEVEL
 KE0900'WITH THE STATION MARK.  SECTION 36, T 11S, R 14E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0715 ***********************************************************************
 KG0715  DESIGNATION -  KIRWIN
 KG0715  PID         -  KG0715
 KG0715  STATE/COUNTY-  KS/PHILLIPS
 KG0715  USGS QUAD   -  KIRWIN RESERVOIR (1972)
 KG0715
 KG0715                         *CURRENT SURVEY CONTROL
 KG0715  ___________________________________________________________________
 KG0715* NAD 83(1997)-  39 41 01.96213(N)    099 11 22.04111(W)     ADJUSTED  
 KG0715* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 KG0715  ___________________________________________________________________
 KG0715  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 KG0715  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 KG0715
 KG0715  HORZ ORDER  -  SECOND
 KG0715
 KG0715.The horizontal coordinates were established by classical geodetic methods
 KG0715.and adjusted by the National Geodetic Survey in October 1998..
 KG0715
 KG0715.The orthometric height was scaled from a topographic map.
 KG0715
 KG0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0715
 KG0715.The geoid height was determined by GEOID03.
 KG0715
 KG0715;                    North         East     Units Scale Factor Converg.
 KG0715;SPC KS N     -   150,600.078   297,965.369   MT  0.99998538   -0 45 09.3
 KG0715;UTM  14      - 4,392,688.921   483,753.772   MT  0.99960325   -0 07 15.5
 KG0715
 KG0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0715!SPC KS N     -   0.99991676  x   0.99998538  =   0.99990214
 KG0715!UTM  14      -   0.99991676  x   0.99960325  =   0.99952005
 KG0715
 KG0715:                Primary Azimuth Mark                     Grid Az
 KG0715:SPC KS N     -  ARGA MUNICIPAL TANK                      035 43 05.8
 KG0715:UTM  14      -  ARGA MUNICIPAL TANK                      035 05 12.0
 KG0715
 KG0715|---------------------------------------------------------------------|
 KG0715| PID    Reference Object                     Distance      Geod. Az  |
 KG0715|                                                           dddmmss.s |
 KG0715| KG0703 ARGA MUNICIPAL TANK                 APPROX.10.6 KM 0345756.5 |
 KG0715| KG0714 KIRWIN MUNICIPAL TANK               APPROX. 5.1 KM 1034813.6 |
 KG0715| CN8940 KIRWIN RM 3                          36.456 METERS 15322     |
 KG0715| CN8938 KIRWIN RM 1                          29.565 METERS 18228     |
 KG0715| CN8937 KIRWIN AZ MK                                       2682352.8 |
 KG0715| CN8941 KIRWIN RM 4                                        2682351.2 |
 KG0715| CN8939 KIRWIN RM 2                          23.058 METERS 27643     |
 KG0715| KG0730 PHILLIPSBURG MUN STANDPIPE          APPROX.14.3 KM 3042255.2 |
 KG0715| KG0728 PHILLIPSBURG COOP REFIN E STK       APPROX.15.4 KM 3092020.4 |
 KG0715|---------------------------------------------------------------------|
 KG0715
 KG0715                          SUPERSEDED SURVEY CONTROL
 KG0715
 KG0715  NAD 83(1997)-  39 41 01.96646(N)    099 11 22.04274(W) AD(       ) 2
 KG0715  NAD 83(1986)-  39 41 01.96781(N)    099 11 22.04268(W) AD(       ) 2
 KG0715  NAD 27      -  39 41 01.93100(N)    099 11 20.71400(W) AD(       ) 2
 KG0715
 KG0715.Superseded values are not recommended for survey control.
 KG0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0715.See file dsdata.txt to determine how the superseded data were derived.
 KG0715
 KG0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ8375492689(NAD 83)
 KG0715_MARKER: DS = TRIANGULATION STATION DISK
 KG0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0715
 KG0715  HISTORY     - Date     Condition        Report By
 KG0715  HISTORY     - 1950     MONUMENTED       CGS
 KG0715  HISTORY     - 1972     GOOD             USGS
 KG0715  HISTORY     - 1973     GOOD             NGS
 KG0715  HISTORY     - 1984     GOOD             USPSQD
 KG0715
 KG0715                          STATION DESCRIPTION
 KG0715
 KG0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0715'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF STATE HIGHWAY NO.
 KG0715'9, 6.5 MILES EAST AND 1.0 MILE NORTH OF GLADE AND 3.5 MILES WEST
 KG0715'OF KIRWIN.  IT IS ON THE HIGHEST POINT OF RIDGE, 51.5 FEET NORTH
 KG0715'OF THE CENTER OF STATE HIGHWAY NO. 9, 36.5 FEET WEST OF FIELD
 KG0715'ENTRANCE AND 10.7 FEET SOUTH OF A WITNESS POST AND TRIANGULAR
 KG0715'BLAZED CORNER POST.  IT IS STAMPED KIRWIN 1950 AND PROJECTS
 KG0715'2 INCHES.
 KG0715'
 KG0715'REFERENCE MARK NO. 1 IS 45.5 FEET SOUTH OF THE CENTER OF STATE
 KG0715'HIGHWAY NO. 9, 44.0 FEET WEST OF FIELD ENTRANCE AND ABOUT 1.0
 KG0715'FOOT HIGHER IN ELEVATION THAN THE STATION.  IT IS STAMPED KIRWIN
 KG0715'NO 1 1950 AND PROJECTS 3 INCHES.
 KG0715'
 KG0715'REFERENCE MARK NO. 2 IS 60.0 FEET NORTH OF THE CENTER OF STATE
 KG0715'HIGHWAY NO. 9 AND 3.0 FEET SOUTH OF A EAST-WEST FENCE LINE.  IT
 KG0715'IS STAMPED KIRWIN NO 2 1950 AND PROJECTS 3 INCHES.
 KG0715'
 KG0715'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 127.4 FEET.
 KG0715'
 KG0715'THE AZIMUTH MARK IS 60.0 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 KG0715'NO. 9, 10.0 FEET WEST OF THE CENTER OF A WIRE GATE, 2.0 FEET
 KG0715'EAST OF A WITNESS POST AND 1.0 FOOT NORTH OF A EAST-WEST FENCE
 KG0715'LINE.  IT IS STAMPED KIRWIN 1950 AND PROJECTS 6 INCHES.
 KG0715'
 KG0715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 183
 KG0715'AND STATE HIGHWAY NO. 9 IN GLADE, GO EAST ON STATE HIGHWAY NO. 9
 KG0715'FOR 3.8 MILES TO COWLEY RAILROAD STATION, CONTINUE EAST ON
 KG0715'STATE HIGHWAY NO. 9 FOR 2.1 MILES TO THE AZIMUTH MARK ON THE RIGHT
 KG0715'AS DESCRIBED.  CONTINUE EAST ON STATE HIGHWAY NO. 9 FOR 0.7
 KG0715'MILE TO TOP OF HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0715'
 KG0715'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KG0715
 KG0715                          STATION RECOVERY (1972)
 KG0715
 KG0715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KG0715'STATION MARK FOUND IN GOOD CONDITION.  THE DISKS FOR RM 1 AND THE
 KG0715'AZIMUTH MARKS ARE GONE.  RM 2 WAS NOT FOUND.
 KG0715
 KG0715                          STATION RECOVERY (1973)
 KG0715
 KG0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KG0715'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 KG0715'GOOD CONDITION.  THE TOP OF THE REFERENCE MARK 1 MONUMENT WAS FOUND
 KG0715'BROKEN OFF AND THE DISK IN THE AZIMUTH MARK MONUMENT HAD BEEN
 KG0715'SHEARED OFF, HOWEVER THE STEM OF THE DISK IS STILL INTACT.  THE STEM
 KG0715'OF THE DISK WAS DRILLED OUT AND A REFERENCE MARK DISK WAS CEMENTED
 KG0715'IN THE TOP OF THE CONCRETE MONUMENT AND STAMPED NO 4.  REFERENCE
 KG0715'MARK 3 WAS ALSO ESTABLISHED THIS DATE.  FOLLOWING IS A NEW COMPLETE
 KG0715'DESCRIPTION--
 KG0715'
 KG0715'THE STATION IS LOCATED ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 9,
 KG0715'6.5 MILES EAST AND 1.0 MILE NORTH OF GLADE AND 3.5 MILES WEST OF
 KG0715'KIRWIN.
 KG0715'
 KG0715'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 183 AND STATE
 KG0715'HIGHWAY 9 IN GLADE, GO EAST ON HIGHWAY 9 FOR 6.0 MILES TO REFERENCE
 KG0715'MARK 4 ON THE RIGHT.  CONTINUE EAST ON HIGHWAY 9 FOR 0.7 MILE TO
 KG0715'TOP OF HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0715'
 KG0715'THE STATION MARK IS A STANDARD DISK STAMPED KIRWIN 1950, SET IN THE
 KG0715'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KG0715'GROUND SURFACE.  IT IS ON THE HIGHEST POINT OF THE RIDGE, 52.5 FEET
 KG0715'NORTH OF THE CENTER OF HIGHWAY 9, 25 FEET WEST-SOUTHWEST OF THE
 KG0715'WEST END GATE POST AND 10.5 FEET SOUTH OF A METAL WITNESS POST IN A
 KG0715'FENCELINE.
 KG0715'
 KG0715'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KIRWIN NO 2 1950, SET IN
 KG0715'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KG0715'GROUND SURFACE.  IT IS 1.5 FEET SOUTH OF A METAL WITNESS POST IN
 KG0715'THE FENCELINE.
 KG0715'
 KG0715'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KIRWIN 1950 NO 3 1973,
 KG0715'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 KG0715'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE THAT IS FLUSH
 KG0715'WITH THE GROUND SURFACE.  IT IS 55 FEET SOUTH OF THE CENTER OF
 KG0715'HIGHWAY 9, 16 FEET EAST-NORTHEAST OF THE EAST END OF A GUARD RAIL
 KG0715'AT CUT BANK, 9 FEET NORTH OF THE NORTH EDGE OF THE CUT BANK AND 1
 KG0715'FOOT EAST OF A METAL WITNESS POST.
 KG0715'
 KG0715'REFERENCE MARK 4 IS A STANDARD DISK STMAPED KIRWIN 1950 NO 4 1973,
 KG0715'CEMENTED IN A DRILL HOLE IN A 12 INCH SQUARE CONCRETE MONUMENT THAT
 KG0715'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 60 FEET SOUTH OF
 KG0715'THE CENTER OF HIGHWAY 9, 1 FOOT NORHT OF A METAL WITNESS POST WITH
 KG0715'SIGN ATTACHED AND 6 INCHES EAST OF A STEEL POST.
 KG0715'
 KG0715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES WEST OF
 KG0715'KIRWIN.
 KG0715
 KG0715                          STATION RECOVERY (1984)
 KG0715
 KG0715'RECOVERY NOTE BY US POWER SQUADRON 1984 (MSS)
 KG0715'KIRWIN 1950 RECOVERED GOOD.
 KG0715'
 KG0715'THE STATION MARK AND REFERENCE MARKS NO. 2 AND NO. 4 RECOVERED
 KG0715'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3 WAS NOT
 KG0715'RECOVERED AND ITS METAL WITNESS POST WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0714 ***********************************************************************
 KG0714  DESIGNATION -  KIRWIN MUNICIPAL TANK
 KG0714  PID         -  KG0714
 KG0714  STATE/COUNTY-  KS/PHILLIPS
 KG0714  USGS QUAD   -  KIRWIN RESERVOIR (1972)
 KG0714
 KG0714                         *CURRENT SURVEY CONTROL
 KG0714  ___________________________________________________________________
 KG0714* NAD 83(1997)-  39 40 22.33474(N)    099 07 53.60191(W)     ADJUSTED  
 KG0714* NAVD 88     -                                                        
 KG0714  ___________________________________________________________________
 KG0714  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 KG0714  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 KG0714
 KG0714  HORZ ORDER  -  THIRD
 KG0714
 KG0714.The horizontal coordinates were established by classical geodetic methods
 KG0714.and adjusted by the National Geodetic Survey in October 1998..
 KG0714
 KG0714
 KG0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0714
 KG0714.The geoid height was determined by GEOID03.
 KG0714
 KG0714;                    North         East     Units Scale Factor Converg.
 KG0714;SPC KS N     -   149,314.383   302,916.627   MT  0.99998394   -0 42 57.4
 KG0714;UTM  14      - 4,391,458.369   488,717.007   MT  0.99960157   -0 05 02.3
 KG0714
 KG0714                          SUPERSEDED SURVEY CONTROL
 KG0714
 KG0714  NAD 83(1997)-  39 40 22.33905(N)    099 07 53.60370(W) AD(       ) 4
 KG0714  NAD 83(1986)-  39 40 22.34024(N)    099 07 53.60332(W) AD(       ) 4
 KG0714  NAD 27      -  39 40 22.30400(N)    099 07 52.28500(W) AD(       ) 3
 KG0714
 KG0714.Superseded values are not recommended for survey control.
 KG0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0714.See file dsdata.txt to determine how the superseded data were derived.
 KG0714
 KG0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ8871791458(NAD 83)
 KG0714_MARKER: 53 = ELEVATED TANK
 KG0714_SETTING: 0 = UNSPECIFIED SETTING
 KG0714
 KG0714  HISTORY     - Date     Condition        Report By
 KG0714  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0714  HISTORY     - 1984     GOOD             USPSQD
 KG0714
 KG0714                          STATION DESCRIPTION
 KG0714
 KG0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0714'THE STATION IS LOCATED ON A RIDGE 0.5 MILE WEST OF THE CENTER
 KG0714'OF KIRWIN.  IT IS 65 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KG0714'ROAD AND 50 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD.  IT
 KG0714'IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND
 KG0714'HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.  THE TANK IS SILVER IN
 KG0714'COLOR AND HAS THE LETTERING KIRWIN PAINTED IN BLACK ON THE EAST
 KG0714'SIDE.  THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 KG0714
 KG0714                          STATION RECOVERY (1984)
 KG0714
 KG0714'RECOVERY NOTE BY US POWER SQUADRON 1984 (MSS)
 KG0714'STATION RECOVERED GOOD.
 KG0714'
 KG0714'THE STATION WAS LOCATED AS DESCRIBED.  THE REFERENCED NORTH SOUTH
 KG0714'ROAD APPEARS TO BE ABANDED AND IS GROWING UP WITH VEGETATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0953 ***********************************************************************
 HH0953  DESIGNATION -  KISMET
 HH0953  PID         -  HH0953
 HH0953  STATE/COUNTY-  KS/SEWARD
 HH0953  USGS QUAD   -  KISMET (1971)
 HH0953
 HH0953                         *CURRENT SURVEY CONTROL
 HH0953  ___________________________________________________________________
 HH0953* NAD 83(1997)-  37 09 36.32566(N)    100 42 40.21141(W)     ADJUSTED  
 HH0953* NAVD 88     -       851.4    (meters)    2793.     (feet)  VERTCON   
 HH0953  ___________________________________________________________________
 HH0953  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HH0953  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 HH0953
 HH0953  HORZ ORDER  -  FIRST
 HH0953
 HH0953.The horizontal coordinates were established by classical geodetic methods
 HH0953.and adjusted by the National Geodetic Survey in October 1998..
 HH0953
 HH0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0953
 HH0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0953
 HH0953.The geoid height was determined by GEOID03.
 HH0953
 HH0953;                    North         East     Units Scale Factor Converg.
 HH0953;SPC KS S     -   457,092.136   203,607.440   MT  1.00002266   -1 21 31.8
 HH0953;SPC OK N     -   243,048.631   359,189.429   MT  1.00009549   -1 35 60.0
 HH0953;SPC OK N     -   797,402.05  1,178,440.65   sFT  1.00009549   -1 35 60.0
 HH0953;UTM  14      - 4,114,002.702   348,060.468   MT  0.99988439   -1 02 01.8
 HH0953
 HH0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0953!SPC KS S     -   0.99987060  x   1.00002266  =   0.99989326
 HH0953!SPC OK N     -   0.99987060  x   1.00009549  =   0.99996608
 HH0953!UTM  14      -   0.99987060  x   0.99988439  =   0.99975501
 HH0953
 HH0953|---------------------------------------------------------------------|
 HH0953| PID    Reference Object                     Distance      Geod. Az  |
 HH0953|                                                           dddmmss.s |
 HH0953| CK9193 KISMET RM 1                          30.062 METERS 00304     |
 HH0953| HH0952 KISMET MUNICIPAL WATER TANK         APPROX. 4.7 KM 0112623.0 |
 HH0953| HH0954 KISMET AZ MK                        392.193 METERS 04938     |
 HH0953| HH0955 KISMET 2                            135.425 METERS 20025     |
 HH0953| CK9194 KISMET RM 2                          29.511 METERS 23651     |
 HH0953|---------------------------------------------------------------------|
 HH0953
 HH0953                          SUPERSEDED SURVEY CONTROL
 HH0953
 HH0953  NAD 83(1997)-  37 09 36.33435(N)    100 42 40.21229(W) AD(       ) 1
 HH0953  NAD 83(1986)-  37 09 36.33508(N)    100 42 40.21167(W) AD(       ) 1
 HH0953  NAD 27      -  37 09 36.24697(N)    100 42 38.64190(W) AD(       ) 1
 HH0953  NGVD 29 (07/19/86)  851.0    (m)         2792.     (f) VERT ANG       
 HH0953
 HH0953.Superseded values are not recommended for survey control.
 HH0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0953.See file dsdata.txt to determine how the superseded data were derived.
 HH0953
 HH0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG4806014003(NAD 83)
 HH0953_MARKER: DS = TRIANGULATION STATION DISK
 HH0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0953
 HH0953  HISTORY     - Date     Condition        Report By
 HH0953  HISTORY     - 1933     MONUMENTED       CGS
 HH0953  HISTORY     - 1945     GOOD             CGS
 HH0953  HISTORY     - 1962     GOOD             USGS
 HH0953  HISTORY     - 1968     GOOD             CGS
 HH0953  HISTORY     - 1971     GOOD             MJH
 HH0953  HISTORY     - 1976     SEE DESCRIPTION  NGS
 HH0953
 HH0953                          STATION DESCRIPTION
 HH0953
 HH0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 HH0953'STATION IS ABOUT 15 MILES NORTHEAST OF LIBERAL AND 3 MILES
 HH0953'SOUTH OF KISMET ON A SAND HILL IN SOUTHEAST QUARTER SEC. 20,
 HH0953'T. 33 S., R. 31 W. IN PASTURE OWNED BY A MAN NAMED TOWNSEND.
 HH0953'STATION IS ON HIGHEST POINT OF HILL WHICH IS PROMINENT BEING
 HH0953'THE ONLY ONE IN THE VICINITY.
 HH0953'
 HH0953'REFERENCE MARK NO. 1 IS NORTH OF STATION.
 HH0953'
 HH0953'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.
 HH0953'
 HH0953'AZIMUTH MARK IS NORTHEAST OF STATION ON EAST SIDE OF ROAD IN
 HH0953'FENCE CORNER OF OLD FENCE.
 HH0953'
 HH0953'ALL MARKS PROJECT ABOUT 4 INCHES.
 HH0953'
 HH0953'STATION REACHED FROM LIBERAL BY FOLLOWING NORTHEAST ALONG
 HH0953'RAILROAD 17.0 MILES TO A FORK 3/4 MILE SOUTH OF KISMET.  TURN
 HH0953'EAST 0.2 MILE, THENCE SOUTH 2.7 MILES TO POINT OPPOSITE STATION.
 HH0953'
 HH0953'NO FENCES CLOSE TO STATION.
 HH0953'
 HH0953'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HH0953'DESCRIBED.
 HH0953'
 HH0953'HEIGHT OF SIGNAL ABOVE STATION MARK - 18.00 METERS.
 HH0953
 HH0953                          STATION RECOVERY (1945)
 HH0953
 HH0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WB)
 HH0953'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.  DISTANCES TO
 HH0953'REFERENCE MARKS VERIFIED AS CORRECT.
 HH0953
 HH0953                          STATION RECOVERY (1962)
 HH0953
 HH0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HH0953'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HH0953
 HH0953                          STATION RECOVERY (1968)
 HH0953
 HH0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HH0953'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 HH0953'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 HH0953'IN GOOD CONDITION.
 HH0953'
 HH0953'TO REACH THE STATION FROM THE POST OFFICE IN KIMSET, GO SOUTH
 HH0953'FOR 0.3 MILE TO U.S. HIGHWAY 54.  TURN RIGHT AND GO SOUTHWEST
 HH0953'ON U.S. HIGHWAY 54 FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT.
 HH0953'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.5 MILES TO
 HH0953'A CROSSROAD.  CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.45 MILE
 HH0953'TO THE AZIMUTH MARK ON THE LEFT AND THE STATION IS 1/2 MILE
 HH0953'SOUTHWEST OF THIS POINT ON THE HIGHEST POINT OF HILL.
 HH0953'
 HH0953'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTER OF A GRAVELED
 HH0953'ROAD AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 HH0953'
 HH0953'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 HH0953'SOUTH OF KIMSET.
 HH0953
 HH0953                          STATION RECOVERY (1971)
 HH0953
 HH0953'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1971 (ATL)
 HH0953'KISMET 1933 RECOVERED IN GOOD CONDITION.
 HH0953'
 HH0953'KISMET RM 2 RECOVERED IN GOOD CONDITION.
 HH0953'
 HH0953'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 HH0953'
 HH0953'DID NOT SEARCH FOR RM NO. 1.
 HH0953
 HH0953                          STATION RECOVERY (1976)
 HH0953
 HH0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HH0953'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK
 HH0953'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO LANDSCAPING
 HH0953'OF THE HILL FOR AN IRRIGATION SYSTEM THE STATION MARK AND REFERENCE
 HH0953'MARK 1 WERE EXPOSED, MORE LANDSCAPING WAS DONE IN THE AREA AFTER
 HH0953'STATION KISMET 2 WAS ESTABLISHED AND REFERENCE MARKS 3 AND 4
 HH0953'SET.  SEE THE DESCRIPTION FOR KISMET 2.  THE AZIMUTH MARK WILL
 HH0953'SERVE AS THE AZIMUTH MARK FOR THE NEW STATION.  KISMET 1933,
 HH0953'REFERENCE MARKS 1 AND 2 SHOULD BE LISTED AS DESTROYED.
 HH0953'
 HH0953'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 HH0953'SOUTH OF KISMET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0955 ***********************************************************************
 HH0955  DESIGNATION -  KISMET 2
 HH0955  PID         -  HH0955
 HH0955  STATE/COUNTY-  KS/SEWARD
 HH0955  USGS QUAD   -  KISMET (1971)
 HH0955
 HH0955                         *CURRENT SURVEY CONTROL
 HH0955  ___________________________________________________________________
 HH0955* NAD 83(1997)-  37 09 32.20861(N)    100 42 42.12580(W)     ADJUSTED  
 HH0955* NAVD 88     -       851.     (meters)    2792.     (feet)  SCALED    
 HH0955  ___________________________________________________________________
 HH0955  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 HH0955  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 HH0955
 HH0955  HORZ ORDER  -  SECOND
 HH0955
 HH0955.The horizontal coordinates were established by classical geodetic methods
 HH0955.and adjusted by the National Geodetic Survey in October 1998..
 HH0955.No horizontal observational check was made to the station.
 HH0955
 HH0955.The orthometric height was scaled from a topographic map.
 HH0955
 HH0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0955
 HH0955.The geoid height was determined by GEOID03.
 HH0955
 HH0955;                    North         East     Units Scale Factor Converg.
 HH0955;SPC KS S     -   456,966.369   203,557.207   MT  1.00002292   -1 21 33.0
 HH0955;UTM  14      - 4,113,876.669   348,010.956   MT  0.99988457   -1 02 02.8
 HH0955
 HH0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0955!SPC KS S     -   0.99987060  x   1.00002292  =   0.99989352
 HH0955!UTM  14      -   0.99987060  x   0.99988457  =   0.99975519
 HH0955
 HH0955|---------------------------------------------------------------------|
 HH0955| PID    Reference Object                     Distance      Geod. Az  |
 HH0955|                                                           dddmmss.s |
 HH0955| CK9195 KISMET 2 RM 3                        18.547 METERS 00931     |
 HH0955| HH0953 KISMET                              135.425 METERS 02025     |
 HH0955| HH0954 KISMET AZ MK                        APPROX. 0.5 KM 0421448.0 |
 HH0955| CK9196 KISMET 2 RM 4                        10.704 METERS 11805     |
 HH0955|---------------------------------------------------------------------|
 HH0955
 HH0955                          SUPERSEDED SURVEY CONTROL
 HH0955
 HH0955  NAD 83(1997)-  37 09 32.21731(N)    100 42 42.12669(W) AD(       ) 2
 HH0955  NAD 83(1986)-  37 09 32.21826(N)    100 42 42.12596(W) AD(       ) 2
 HH0955  NAD 27      -  37 09 32.15988(N)    100 42 40.57530(W) AD(       ) 2
 HH0955
 HH0955.Superseded values are not recommended for survey control.
 HH0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0955.See file dsdata.txt to determine how the superseded data were derived.
 HH0955
 HH0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG4801113877(NAD 83)
 HH0955_MARKER: DS = TRIANGULATION STATION DISK
 HH0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0955+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 HH0955
 HH0955  HISTORY     - Date     Condition        Report By
 HH0955  HISTORY     - 1976     MONUMENTED       NGS
 HH0955  HISTORY     - 20020808 GOOD             INDIV
 HH0955
 HH0955                          STATION DESCRIPTION
 HH0955
 HH0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HH0955'THE STATION IS ABOUT 15 MILES NORTHEAST OF LIBERAL AND ABOUT 3.0
 HH0955'MILES SOUTH OF KISMET, ON A SAND HILL IN THE SOUTHEAST QUARTER
 HH0955'SECTION 20, T 33 S, R 31 W, OWNED BY MR. J.L. HANDY, KISMET,
 HH0955'KANSAS.
 HH0955'
 HH0955'TO REACH THE STATION FROM THE POST OFFICE IN KISMET, GO SOUTH FOR
 HH0955'0.3 MILE TO US. HIGHWAY 54, TURN RIGHT AND GO SOUTHWEST ON
 HH0955'HIGHWAY 54 FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT
 HH0955'AND GO SOUTH ON A GRAVELED ROAD FOR 1.50 MILES TO A CROSSROAD,
 HH0955'CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.45 MILE TO THE AZIMUTH
 HH0955'MARK ON THE LEFT AND THE STATION IS ABOUT 0.3 MILE SOUTHWEST OF
 HH0955'THIS POINT ON A HIGH SAND HILL JUST SOUTH OF EDGE OF AREA
 HH0955'UNDER-CULTIVATION.
 HH0955'
 HH0955'THE STATION MARKS ARE STANDARD DISKS STAMPED KISMET 2 1976.  THE
 HH0955'SURFACE DISK IS SET IN THE TOP OF A 14 INCH ROUND CONCRETE POST
 HH0955'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.5 FEET NORTH OF
 HH0955'A METAL WITNESS POST AND ON HIGHEST PART OF THE HILL.  THE
 HH0955'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HH0955'INCHES BELOW THE GROUND SURFACE.
 HH0955'
 HH0955'REFERENCE MARK 3 IS A 4 INCH CAST ALUMINUM REFERENCE MARK,
 HH0955'STAMPED KISMET 2 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.
 HH0955'IT IS NORTH OF THE STATION AND WHERE THE RIDGE SLOPES TO THE NORTH
 HH0955'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 HH0955'
 HH0955'REFERENCE MARK 4 IS A 4 INCH CAST ALUMINUM REFERENCE MARK,
 HH0955'STAMPED KISMET 2 NO 4 1976 AND SET FLUSH WITH THE GROUND SURFACE.
 HH0955'IT IS EAST OF THE STATION AND WHERE THE RIDGE SLOPES TO THE EAST
 HH0955'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 HH0955'
 HH0955'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KISMET 1933, SET
 HH0955'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 3 INCHES BELOW
 HH0955'THE GROUND SURFACE.  IT IS 31 FEET EAST OF THE CENTER OF THE
 HH0955'GRAVELED ROAD AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 HH0955'
 HH0955'NEAREST TOWN--KISMET.
 HH0955
 HH0955                          STATION RECOVERY (2002)
 HH0955
 HH0955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SCH)
 HH0955'NO SEARCH WAS MADE FOR AZIMUTH MARK AND RMS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0954 ***********************************************************************
 HH0954  DESIGNATION -  KISMET AZ MK
 HH0954  PID         -  HH0954
 HH0954  STATE/COUNTY-  KS/SEWARD
 HH0954  USGS QUAD   -  KISMET (1971)
 HH0954
 HH0954                         *CURRENT SURVEY CONTROL
 HH0954  ___________________________________________________________________
 HH0954* NAD 83(1997)-  37 09 44.56658(N)    100 42 28.10161(W)     ADJUSTED  
 HH0954* NAVD 88     -       845.     (meters)    2772.     (feet)  SCALED    
 HH0954  ___________________________________________________________________
 HH0954  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HH0954  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 HH0954
 HH0954  HORZ ORDER  -  SECOND
 HH0954
 HH0954.The horizontal coordinates were established by classical geodetic methods
 HH0954.and adjusted by the National Geodetic Survey in October 1998..
 HH0954
 HH0954.The orthometric height was scaled from a topographic map.
 HH0954
 HH0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0954
 HH0954.The geoid height was determined by GEOID03.
 HH0954
 HH0954;                    North         East     Units Scale Factor Converg.
 HH0954;SPC KS S     -   457,339.041   203,912.170   MT  1.00002214   -1 21 24.3
 HH0954;UTM  14      - 4,114,251.297   348,363.751   MT  0.99988325   -1 01 54.6
 HH0954
 HH0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0954!SPC KS S     -   0.99987154  x   1.00002214  =   0.99989368
 HH0954!UTM  14      -   0.99987154  x   0.99988325  =   0.99975481
 HH0954
 HH0954:                Primary Azimuth Mark                     Grid Az
 HH0954:SPC KS S     -  KISMET 2                                 223 36 20.8
 HH0954:UTM  14      -  KISMET 2                                 223 16 51.1
 HH0954
 HH0954|---------------------------------------------------------------------|
 HH0954| PID    Reference Object                     Distance      Geod. Az  |
 HH0954|                                                           dddmmss.s |
 HH0954| HH0955 KISMET 2                            APPROX. 0.5 KM 2221456.5 |
 HH0954| HH0953 KISMET                              392.193 METERS 22938     |
 HH0954|---------------------------------------------------------------------|
 HH0954
 HH0954                          SUPERSEDED SURVEY CONTROL
 HH0954
 HH0954  NAD 83(1997)-  37 09 44.57525(N)    100 42 28.10248(W) AD(       ) 2
 HH0954  NAD 83(1986)-  37 09 44.57608(N)    100 42 28.10176(W) AD(       ) 2
 HH0954  NAD 27      -  37 09 44.51812(N)    100 42 26.55160(W) AD(       ) 2
 HH0954
 HH0954.Superseded values are not recommended for survey control.
 HH0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0954.See file dsdata.txt to determine how the superseded data were derived.
 HH0954
 HH0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG4836414251(NAD 83)
 HH0954_MARKER: DZ = AZIMUTH MARK DISK
 HH0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0954_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0954+STABILITY: SURFACE MOTION
 HH0954
 HH0954  HISTORY     - Date     Condition        Report By
 HH0954  HISTORY     - 1976     MONUMENTED       NGS
 HH0954
 HH0954                          STATION DESCRIPTION
 HH0954
 HH0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HH0954'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KISMET 1933, SET IN THE
 HH0954'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 3 INCHES BELOW THE
 HH0954'GROUND SURFACE.  IT IS 31 FEET EAST OF THE CENTER OF THE GRAVELED
 HH0954'ROAD AND 1.5 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1209 ***********************************************************************
 HF1209  DESIGNATION -  KITTS
 HF1209  PID         -  HF1209
 HF1209  STATE/COUNTY-  KS/SEDGWICK
 HF1209  USGS QUAD   -  ROSE HILL (1970)
 HF1209
 HF1209                         *CURRENT SURVEY CONTROL
 HF1209  ___________________________________________________________________
 HF1209* NAD 83(1997)-  37 37 29.73033(N)    097 08 49.24841(W)     ADJUSTED  
 HF1209* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 HF1209  ___________________________________________________________________
 HF1209  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 HF1209  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 HF1209
 HF1209  HORZ ORDER  -  FIRST
 HF1209
 HF1209.The horizontal coordinates were established by classical geodetic methods
 HF1209.and adjusted by the National Geodetic Survey in October 1998..
 HF1209
 HF1209.The orthometric height was scaled from a topographic map.
 HF1209
 HF1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1209
 HF1209.The geoid height was determined by GEOID03.
 HF1209
 HF1209;                    North         East     Units Scale Factor Converg.
 HF1209;SPC KS S     -   507,218.430   519,428.541   MT  0.99994890   +0 49 53.2
 HF1209;UTM  14      - 4,165,815.568   663,519.694   MT  0.99992936   +1 07 53.3
 HF1209
 HF1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1209!SPC KS S     -   0.99993908  x   0.99994890  =   0.99988798
 HF1209!UTM  14      -   0.99993908  x   0.99992936  =   0.99986844
 HF1209
 HF1209:                Primary Azimuth Mark                     Grid Az
 HF1209:SPC KS S     -  AMARILLO KANSAS CITY AWY BN 31           016 15 18.8
 HF1209:UTM  14      -  AMARILLO KANSAS CITY AWY BN 31           015 57 18.7
 HF1209
 HF1209|---------------------------------------------------------------------|
 HF1209| PID    Reference Object                     Distance      Geod. Az  |
 HF1209|                                                           dddmmss.s |
 HF1209| HF1203 AMARILLO KANSAS CITY AWY BN 31      APPROX.19.9 KM 0170512.0 |
 HF1209| CL4673 KITTS RM 1                           51.620 METERS 08902     |
 HF1209| CL4672 KITTS AZ MK                                        2304340.9 |
 HF1209| CL4674 KITTS RM 2                           59.600 METERS 26901     |
 HF1209| HF1226 WICHITA MUN APT CONTROL TOWER       APPROX.11.2 KM 2741155.9 |
 HF1209| HF1210 WICHITA BEECH AIRCRAFT CO TANK      APPROX.10.1 KM 3190204.3 |
 HF1209|---------------------------------------------------------------------|
 HF1209
 HF1209                          SUPERSEDED SURVEY CONTROL
 HF1209
 HF1209  NAD 83(1997)-  37 37 29.73732(N)    097 08 49.24185(W) AD(       ) 1
 HF1209  NAD 83(1986)-  37 37 29.74293(N)    097 08 49.24254(W) AD(       ) 1
 HF1209  NAD 27      -  37 37 29.68295(N)    097 08 48.09172(W) AD(       ) 1
 HF1209
 HF1209.Superseded values are not recommended for survey control.
 HF1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1209.See file dsdata.txt to determine how the superseded data were derived.
 HF1209
 HF1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6352065816(NAD 83)
 HF1209_MARKER: DS = TRIANGULATION STATION DISK
 HF1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1209
 HF1209  HISTORY     - Date     Condition        Report By
 HF1209  HISTORY     - 1940     MONUMENTED       CGS
 HF1209
 HF1209                          STATION DESCRIPTION
 HF1209
 HF1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1209'STATION IS LOCATED ABOUT 12 MILES WSW OF WICHITA AND 6 MILES
 HF1209'S OF ANDOVER, IN THE SW 1/4 OF SECTION 7, T 28 S, R 3 E, ON
 HF1209'LAND OWNED BY MR. KITTS OF WICHITA.  STATION MARK IS STAMPED
 HF1209'KITTS 1940 AND PROJECTS 8 INCHES.  IT IS 4 FEET W OF A WHITE
 HF1209'REFERENCE POST, 4 FEET W OF THE HEDGE FENCE ROW AND 0.1 MILE E
 HF1209'OF END OF HEDGE FENCE ROW.
 HF1209'
 HF1209'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1209'BRONZE DISKS SET IN CONCRETE.
 HF1209'
 HF1209'REFERENCE MARK NO. 1 IS STAMPED KITTS NO. 1 1940 AND PROJECTS
 HF1209'4 INCHES.  IT IS IN HEDGE ROW.
 HF1209'
 HF1209'REFERENCE MARK NO. 2 IS STAMPED KITTS NO. 2 1940 AND PROJECTS
 HF1209'4 INCHES.  IT IS IN HEDGE ROW.
 HF1209'
 HF1209'THE AZIMUTH MARK IS A STANDARD U.S.G.S. MARK SET IN A 6- BY 6-INCH
 HF1209'CONCRETE POST, PROJECTING 12 INCHES AND STAMPED U.S.G.S. 9B
 HF1209'1940.  IT IS 27 FEET N OF THE CENTER OF A GRAVEL ROAD, 2 FEET
 HF1209'E OF A WHITE REFERENCE POST, 96 FEET E OF A POWER LINE CORNER
 HF1209'POLE AND 126 FEET E OF A CROSS ROAD INTERSECTION.
 HF1209'
 HF1209'TO REACH THE STATION FROM THE COURTHOUSE IN WICHITA, GO E ON
 HF1209'U.S. HIGHWAY 54 FOR 11 MILES TO A RIGHT TURN IN THE HIGHWAY,
 HF1209'TURN RIGHT AND FOLLOW U.S. HIGHWAY 54 FOR 1 MILE TO A LEFT TURN,
 HF1209'CONTINUE STRAIGHT AHEAD, (S) ON A GRAVEL ROAD 4 MILES TO A
 HF1209'CROSS ROAD, TURN RIGHT, (W) AND GO 0.85 MILE TO A FARM LANE
 HF1209'RIGHT, (N) (FROM THIS POINT CONTINUE W ON GRAVEL ROAD 0.2 MILE
 HF1209'TO THE AZIMUTH MARK ON THE RIGHT, (N) SIDE OF THE ROAD,) TURN
 HF1209'RIGHT, (N) AND GO 0.1 MILE TO A GALVANIZED SHED, TURN NE ACROSS
 HF1209'FIELD 0.15 MILE TO THE STATION IN A HEDGE FENCE ROW.
 HF1209'
 HF1209'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0805 ***********************************************************************
 KF0805  DESIGNATION -  KLING RESET
 KF0805  PID         -  KF0805
 KF0805  STATE/COUNTY-  KS/WASHINGTON
 KF0805  USGS QUAD   -  WASHINGTON (1966)
 KF0805
 KF0805                         *CURRENT SURVEY CONTROL
 KF0805  ___________________________________________________________________
 KF0805* NAD 83(1997)-  39 49 47.83592(N)    097 03 12.09370(W)     ADJUSTED  
 KF0805* NAVD 88     -       422.     (meters)    1385.     (feet)  SCALED    
 KF0805  ___________________________________________________________________
 KF0805  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 KF0805  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 KF0805
 KF0805  HORZ ORDER  -  SECOND
 KF0805
 KF0805.The horizontal coordinates were established by classical geodetic methods
 KF0805.and adjusted by the National Geodetic Survey in October 1998..
 KF0805
 KF0805.The orthometric height was scaled from a topographic map.
 KF0805
 KF0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0805
 KF0805.The geoid height was determined by GEOID03.
 KF0805
 KF0805;                    North         East     Units Scale Factor Converg.
 KF0805;SPC KS N     -   166,572.277   481,036.620   MT  1.00000790   +0 35 56.2
 KF0805;UTM  14      - 4,410,697.024   666,581.921   MT  0.99994164   +1 14 49.7
 KF0805
 KF0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0805!SPC KS N     -   0.99993801  x   1.00000790  =   0.99994591
 KF0805!UTM  14      -   0.99993801  x   0.99994164  =   0.99987965
 KF0805
 KF0805|---------------------------------------------------------------------|
 KF0805| PID    Reference Object                     Distance      Geod. Az  |
 KF0805|                                                           dddmmss.s |
 KF0805| CN8946 KLING RM 1                           39.645 METERS 08506     |
 KF0805| KF0806 WASHINGTON MAG STA RESET             12.330 METERS 08819     |
 KF0805| KF1182 WASHINGTON ST PAULS LUTH CH         APPROX. 7.2 KM 1050355.4 |
 KF0805| KF1167 GREENLEAF MUNICIPAL STANDPIPE       APPROX.12.7 KM 1500532.7 |
 KF0805| KF0803 WASHINGTON STANOLIN PLINE TANK      APPROX. 4.6 KM 1572401.9 |
 KF0805| KF0804 WASHINGTON MUNICIPAL STANDPIPE      APPROX. 1.2 KM 1683422.9 |
 KF0805| CN8947 KLING RM 2                           33.652 METERS 22149     |
 KF0805| CN8945 KLING AZ MK                                        2771345.5 |
 KF0805| CN8948 KLING RM 3                           27.019 METERS 33907     |
 KF0805|---------------------------------------------------------------------|
 KF0805
 KF0805                          SUPERSEDED SURVEY CONTROL
 KF0805
 KF0805  NAD 83(1997)-  39 49 47.83808(N)    097 03 12.09372(W) AD(       ) 2
 KF0805  NAD 83(1986)-  39 49 47.84180(N)    097 03 12.09198(W) AD(       ) 2
 KF0805  NAD 27      -  39 49 47.82700(N)    097 03 10.99600(W) AD(       ) 2
 KF0805
 KF0805.Superseded values are not recommended for survey control.
 KF0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0805.See file dsdata.txt to determine how the superseded data were derived.
 KF0805
 KF0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK6658210697(NAD 83)
 KF0805_MARKER: DS = TRIANGULATION STATION DISK
 KF0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0805+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2003
 KF0805
 KF0805  HISTORY     - Date     Condition        Report By
 KF0805  HISTORY     - 1935     MONUMENTED       CGS
 KF0805  HISTORY     - 1947     GOOD             CGS
 KF0805  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KF0805  HISTORY     - 20030531 GOOD             SCGS
 KF0805
 KF0805                          STATION DESCRIPTION
 KF0805
 KF0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0805'STATION IS LOCATED IN THE NORTH PORTION OF WASHINGTON, IN THE
 KF0805'SOUTHWEST QUARTER SEC. 20, ON PROPERTY OWNED AND OCCUPIED BY
 KF0805'MR. E.P. KLING.
 KF0805'
 KF0805'REACHED FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN
 KF0805'WASHINGTON BY GOING NORTH FOR 2 BLOCKS (0.15 MILE), THEN TURN
 KF0805'LEFT (WEST) FOR 1 BLOCK (0.1 MILE), THEN TURN RIGHT (NORTH) FOR
 KF0805'0.65 MILE TO THE F.P. KLING HOME AND STATION ON RIGHT.  STATION
 KF0805'IS ABOUT 30 METERS SOUTH OF THE HOUSE, 14.9 METERS EAST OF
 KF0805'CENTERLINE OF THE NORTH-SOUTH QUARTER SECTION-LINE ROAD, 8.8
 KF0805'METERS EAST OF EAST RIGHT-OF-WAY FENCE LINE, AND 5.0 METERS SOUTH
 KF0805'OF AN EAST-WEST WOVEN-WIRE FENCE, SET FLUSH WITH SURFACE OF
 KF0805'GROUND.
 KF0805'
 KF0805'REFERENCE MARK NO 1 IS 39.650 METERS (130.07 FEET) EAST OF STATION,
 KF0805'AND 0.3 METER SOUTH OF EAST-WEST WOVEN-WIRE FENCE, PROJECTING ABOUT
 KF0805'6 INCHES ABOVE SURFACE OF GROUND.
 KF0805'
 KF0805'REFERENCE MARK NO. 2 IS 33.662 METERS (110.43 FEET) SOUTHWEST OF
 KF0805'STATION, ON WEST RIGHT-OF-WAY FENCE LINE, PROJECTING ABOUT 8
 KF0805'INCHES ABOVE SURFACE OF GROUND.
 KF0805'
 KF0805'AZIMUTH MARK IS APPROXIMATELY 0.25 MILE A LITTLE NORTH OF WEST
 KF0805'OF STATION, 7.5 METERS WEST OF CENTERLINE OF NORTH-SOUTH ROAD, ON
 KF0805'WEST RIGHT-OF-WAY FENCE, PROJECTING ABOUT 2 INCHES ABOVE SURFACE
 KF0805'OF GROUND.  TO REACH FROM STATION, GO NORTH 0.15 MILE, TURN LEFT
 KF0805'(WEST) FOR 0.25 MILE, TURN LEFT (SOUTH) FOR 0.05 MILE TO MARK ON
 KF0805'RIGHT.
 KF0805'
 KF0805'A TIE WAS MADE TO WASHINGTON MAG. STATION WHICH IS 12.325 METERS
 KF0805'(40.42 FEET) EAST OF STATION.
 KF0805'
 KF0805'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 KF0805
 KF0805                          STATION RECOVERY (1947)
 KF0805
 KF0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0805'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 KF0805'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KF0805'
 KF0805'THE STATION IS LOCATED ABOUT 0.75 MILE NORTH OF WASHINGTON ON
 KF0805'OWNED BY E.P. KLING.  IT IS IN THE NORTHWEST CORNER OF A CULTIVATED
 KF0805'FIELD, 20 FEET SOUTH OF AN EAST-WEST FENCE LINE, 52 FEET EAST OF
 KF0805'THE CENTER OF A GRAVELED ROAD AND 29 FEET EAST OF A NORTH-SOUTH
 KF0805'FENCE LINE.  IT IS STAMPED KLING 1935 AND IS FLUSH WITH THE
 KF0805'SURFACE OF THE GROUND.
 KF0805'
 KF0805'REFERENCE MARK NO. 1 IS 5.5 FEET SOUTH OF AN EAST-WEST
 KF0805'FENCE LINE AND 39 FEET WEST OF A FENCE CORNER.  IT IS STAMPED
 KF0805'KLING NO 1 1935 AND PROJECTS 2 INCHES.
 KF0805'
 KF0805'REFERENCE MARK NO. 2 IS AT THE EAST EDGE OF A CULTIVATED
 KF0805'FIELD AND 23 FEET WEST OF THE CENTER OF A GRAVELED ROAD.  IT IS
 KF0805'STAMPED KLING NO 2 1935 AND PROJECTS 6 INCHES.
 KF0805'
 KF0805'A TRAVERSE CONNECTION WAS MADE TO WASHINGTON MAGNETIC STATION.  IT
 KF0805'IS 92 FEET EAST OF THE CENTER OF GRAVELED ROAD AND 17 FEET SOUTH
 KF0805'OF AN EAST-WEST FENCE LINE.  IT IS A 6 BY 8-INCH STONE POST WITH A
 KF0805'HOLE IN THE CENTER.  IT HAS THE LETTERS U S C AND G S 1904 CHISLED
 KF0805'IN THE TOP OF THE POST AND IT PROJECTS 6 INCHES.
 KF0805'
 KF0805'THE AZIMUTH MARK IS 0.05 MILE SOUTH OF A T INTERSECTION
 KF0805'AND 24.5 FEET WEST OF A NORTH-SOUTH GRAVELED ROAD.  IT IS AT
 KF0805'THE EAST EDGE OF A PASTURE AND 6 INCHES EAST OF A NORTH-SOUTH
 KF0805'FENCE LINE.  IT IS STAMPED KLING 1935 AND PROJECTS 4 INCHES.
 KF0805'
 KF0805'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 KF0805'WASHINGTON, GO NORTH FOR 0.15 MILE, TURN LEFT AND GO 0.1 MILE,
 KF0805'TURN RIGHT, NORTH AND GO 0.65 MILE TO THE STATION ON THE RIGHT
 KF0805'AS DESCRIBED.
 KF0805'
 KF0805'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.15 MILE,
 KF0805'TURN LEFT AND GO 0.25 MILE, TURN LEFT AND GO 0.05 MILE TO THE
 KF0805'MARK ON THE RIGHT AS DESCRIBED.
 KF0805'
 KF0805'A 87 FOOT SIGNAL AT ENOS 1935 IS VISIBLE AT 20 FEET.
 KF0805'
 KF0805'A 74 FOOT SIGNAL AT SHARP 1935 IS VISIBLE AT 50 FEET.
 KF0805'
 KF0805'A 74 FOOT SIGNAL AT ST PAUL IS VISIBLE AT 20 FEET.
 KF0805'
 KF0805'A 74 FOOT SIGNAL AT GREENLEAF IS VISIBLE AT 20 FEET.
 KF0805
 KF0805                          STATION RECOVERY (1965)
 KF0805
 KF0805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KF0805'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 KF0805'2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 KF0805'CONDITION.  REFERENCE MARK NO. 1 WAS DESTROYED, THE MARK
 KF0805'WAS IN A CULTIVATED FIELD AND THE PROPERTY OWNER REQUESTED
 KF0805'TO MOVE THE MARK.  THE PROPERTY OWNER ALSO WANTED THE STATION
 KF0805'MARK AND MAGNETIC STATION 1904 LOWERED, THE MARKS WERE LOWERED
 KF0805'10 INCHES BELOW THE SURFACE OF THE GROUND.
 KF0805'
 KF0805'REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.
 KF0805'
 KF0805'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KF0805'
 KF0805'THE STATION IS LOCATED ABOUT 0.75 MILE NORTH OF WASHINGTON,
 KF0805'IN THE NORTHWEST CORNER OF A CULTIVATED FIELD, AND ON LAND
 KF0805'OWNED BY MR. E.P. KLING.
 KF0805'
 KF0805'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 KF0805'IN WASHINGTON, GO NORTH FOR 0.15 MILE, TURN LEFT AND GO 0.1 MILE,
 KF0805'TURN RIGHT, NORTH, AND GO 0.65 MILE TO A FARM HOUSE AND
 KF0805'THE STATION ON THE RIGHT.
 KF0805'
 KF0805'THE STATION MARK, A STANDARD DISK STAMPED KLING 1935 1965, IS SET
 KF0805'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 10 INCHES BELOW
 KF0805'THE SURFACE OF THE GROUND.  IT IS 109 FEET SOUTH OF THE SOUTHWEST
 KF0805'CORNER OF A PORCH, 59 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE,
 KF0805'51 FEET EAST OF A NORTH-SOUTH GRAVELED ROAD, AND 29.5 FEET EAST
 KF0805'OF A FENCE AND A METAL WITNESS POST.
 KF0805'
 KF0805'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KLING NO 2 1935,
 KF0805'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 12
 KF0805'INCHES.  IT IS 24 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 KF0805'GRAVELED ROAD AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 KF0805'
 KF0805'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KLING NO 3 1935
 KF0805'1965, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KF0805'3 INCHES.  IT IS 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KF0805'OF THE PORCH, 20 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 KF0805'GRAVELED ROAD, 2 FEET SOUTH OF A POWERLINE POLE WITH A
 KF0805'TRANSFORMER, AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 KF0805'
 KF0805'WASHINGTON MAGNETIC STATION IS 100 FEET SOUTH OF THE SOUTHEAST
 KF0805'CORNER OF THE HOUSE, 91.5 FEET EAST OF THE CENTER OF THE
 KF0805'NORTH-SOUTH GRAVELED ROAD, AND 70 FEET EAST OF THE NORTH-SOUTH
 KF0805'FENCE AND A METAL WITNESS POST.  IT IS A 6 BY 8 INCH STONE POST
 KF0805'WITH A HOLE IN THE CENTER.  IT HAS LETTERS U S C AND G S 1904
 KF0805'CHISLED IN THE TOP OF POST AND IS 10 INCHES BELOW THE SURFACE
 KF0805'OF THE GROUND.
 KF0805'
 KF0805'AZIMUTH MARK, A STANDARD DISK STAMPED KLING 1935, IS SET
 KF0805'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 KF0805'IT IS 23 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 6 INCHES
 KF0805'NORTH OF A METAL WITNESS POST, 6 INCHES EAST OF A NORTH-SOUTH
 KF0805'FENCE, AND ABOUT 0.05 MILE SOUTH OF A T-INTERSECTION.
 KF0805'
 KF0805'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVELED
 KF0805'ROAD FOR 0.15 MILE.  TURN LEFT AND GO WEST ON A GRAVELED
 KF0805'ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 KF0805'AND GO SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO THE MARK
 KF0805'ON THE RIGHT.
 KF0805
 KF0805                          STATION RECOVERY (2003)
 KF0805
 KF0805'RECOVERY NOTE BY SOUTH CAROLINA GEODETIC SURVEY 2003 (JWR)
 KF0805'RECOVERED IN GOOD CONDITION, STATION, REFERENCE MARK 2, REFERENCE MARK
 KF0805'3 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. WASHINGTON
 KF0805'MAGNETIC STATION WAS NOT RECOVERED BUT SHOULD BE INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1443 ***********************************************************************
 HF1443  DESIGNATION -  KLINKER
 HF1443  PID         -  HF1443
 HF1443  STATE/COUNTY-  KS/KINGMAN
 HF1443  USGS QUAD   -  CHENEY (1982)
 HF1443
 HF1443                         *CURRENT SURVEY CONTROL
 HF1443  ___________________________________________________________________
 HF1443* NAD 83(1997)-  37 40 32.43268(N)    097 50 01.73393(W)     ADJUSTED  
 HF1443* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 HF1443  ___________________________________________________________________
 HF1443  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 HF1443  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 HF1443
 HF1443  HORZ ORDER  -  FIRST
 HF1443
 HF1443.The horizontal coordinates were established by classical geodetic methods
 HF1443.and adjusted by the National Geodetic Survey in October 1998..
 HF1443
 HF1443.The orthometric height was scaled from a topographic map.
 HF1443
 HF1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1443
 HF1443.The geoid height was determined by GEOID03.
 HF1443
 HF1443;                    North         East     Units Scale Factor Converg.
 HF1443;SPC KS S     -   512,194.326   458,765.676   MT  0.99994479   +0 24 33.8
 HF1443;UTM  14      - 4,170,471.275   602,839.017   MT  0.99973026   +0 42 46.2
 HF1443
 HF1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1443!SPC KS S     -   0.99993272  x   0.99994479  =   0.99987752
 HF1443!UTM  14      -   0.99993272  x   0.99973026  =   0.99966300
 HF1443
 HF1443|---------------------------------------------------------------------|
 HF1443| PID    Reference Object                     Distance      Geod. Az  |
 HF1443|                                                           dddmmss.s |
 HF1443| CL4678 KLINKER RM 1                         46.525 METERS 00131     |
 HF1443| HF1437 OST ST JOSEPH CATH CH SPIRE         APPROX.12.1 KM 0475258.6 |
 HF1443| HF1447 GODDARD MUNICIPAL TANK              APPROX. 2.5 KM 0945745.3 |
 HF1443| HF1438 GARDEN PLAIN LUTHERAN CH SPIRE      APPROX. 8.3 KM 1000430.1 |
 HF1443| HF1444 CHENEY MUNICIPAL TANK               APPROX. 6.4 KM 1383828.0 |
 HF1443| HF1446 CHENEY CO LT PWR E RAD MAST         APPROX. 7.1 KM 1384308.8 |
 HF1443| HF1365 AMARILLO KANSAS CITY AWY BN 27      APPROX.33.8 KM 1390224.9 |
 HF1443| CL4680 KLINKER RM 3                         15.947 METERS 14313     |
 HF1443| CL4677 KLINKER AZ MK                                      2485615.1 |
 HF1443| CL4679 KLINKER RM 2                         60.770 METERS 26652     |
 HF1443| HG0795 PRETTY PRAIRIE MUNICIPAL TANK       APPROX.20.0 KM 3051216.3 |
 HF1443|---------------------------------------------------------------------|
 HF1443
 HF1443                          SUPERSEDED SURVEY CONTROL
 HF1443
 HF1443  NAD 83(1997)-  37 40 32.43971(N)    097 50 01.73487(W) AD(       ) 1
 HF1443  NAD 83(1986)-  37 40 32.44185(N)    097 50 01.73232(W) AD(       ) 1
 HF1443  NAD 27      -  37 40 32.39129(N)    097 50 00.55123(W) AD(       ) 1
 HF1443
 HF1443.Superseded values are not recommended for survey control.
 HF1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1443.See file dsdata.txt to determine how the superseded data were derived.
 HF1443
 HF1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0283970471(NAD 83)
 HF1443_MARKER: DS = TRIANGULATION STATION DISK
 HF1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1443
 HF1443  HISTORY     - Date     Condition        Report By
 HF1443  HISTORY     - 1940     MONUMENTED       CGS
 HF1443  HISTORY     - 1962     GOOD             CGS
 HF1443
 HF1443                          STATION DESCRIPTION
 HF1443
 HF1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1443'STATION IS LOCATED ABOUT 4 MILES N AND 3 MILES W OF CHENEY, 98
 HF1443'FEET SE OF A SMALL WHITE SCHOOLHOUSE, IN THE SE 1/4 SECTION 23,
 HF1443'T 27 S, R 5 W.
 HF1443'
 HF1443'THE STATION MARK IS STAMPED KLINKER 1940 AND PROJECTS 6 INCHES.
 HF1443'IT IS 4.5 FEET NW OF A WHITE REFERENCE POST, 98 FEET SE OF THE
 HF1443'SE CORNER OF A WHITE SCHOOLHOUSE, 33 FEET SE OF A PUMP AND 62
 HF1443'FEET N OF THE CENTER LINE OF A DIRT ROAD.
 HF1443'
 HF1443'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1443'BRONZE DISKS SET IN CONCRETE.
 HF1443'
 HF1443'REFERENCE MARK NO. 1 IS STAMPED KLINKER NO. 1 1940 AND PROJECTS
 HF1443'10 INCHES.  IT IS IN THE NE CORNER OF THE SCHOOLYARD, 2 FEET S
 HF1443'OF A FENCE AND 2 FEET W OF A FENCE.
 HF1443'
 HF1443'REFERENCE MARK NO. 2 IS STAMPED KLINKER NO. 2 1940 AND PROJECTS
 HF1443'6 INCHES.  IT IS IN THE SW CORNER OF THE SCHOOLYARD, 2 FEET N
 HF1443'OF A FENCE AND 1 FOOT E OF A FENCE.
 HF1443'
 HF1443'THE AZIMUTH MARK IS STAMPED KLINKER 1940 AND PROJECTS 6 INCHES.
 HF1443'IT IS 3 FEET N OF A WHITE REFERENCE POST AND 25 FEET W OF THE
 HF1443'CENTER LINE OF A GRAVEL ROAD.
 HF1443'
 HF1443'TO REACH THE STATION FROM THE CITY HALL IN CHENEY, GO N ON A
 HF1443'PAVED ROAD FOR 2.25 MILES TO THE JUNCTION WITH U.S. HIGHWAY 54,
 HF1443'TURN LEFT, (W) AND FOLLOW U.S. HIGHWAY 54 FOR 2.4 MILES TO
 HF1443'A GRAVEL ROAD TO THE RIGHT, N, TURN RIGHT AND GO 1 MILE TO A
 HF1443'CROSS ROAD, TURN LEFT, (W) AND GO 0.45 MILE TO A SMALL WHITE
 HF1443'SCHOOLHOUSE AND STATION.  TO REACH THE AZIMUTH MARK, CONTINUE
 HF1443'W 0.6 MILE TO A CROSS ROAD, TURN LEFT, (S) AND GO 0.15 MILE TO
 HF1443'THE AZIMUTH MARK ON THE RIGHT, W SIDE OF THE ROAD.
 HF1443'
 HF1443'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 HF1443
 HF1443                          STATION RECOVERY (1962)
 HF1443
 HF1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1443'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HF1443'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  DIRECTIONS
 HF1443'TO THE REFERENCE MARKS WERE VERIFIED.  THE DIRECTION TO THE
 HF1443'AZIMUTH MARK MISSED THE PREVIOUS DIRECTION BY 44.9 SECONDS.
 HF1443'THE DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED AND THE
 HF1443'DISTANCE TO REFERENCE MARK NO. 2 MISSED THE PREVIOUS DISTANCE BY
 HF1443'.015 METER.  REFERENCE MARK NO. 3 WAS SET BY THIS PARTY.
 HF1443'
 HF1443'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 HF1443'
 HF1443'THE STATION IS ABOUT 6 MILES EAST OF WATERLOO, 5 MILES NORTHWEST
 HF1443'OF CHENEY, IN THE SOUTHEAST QUARTER OF SECTION 23, T 27 S,
 HF1443'R 5 W, ON PROPERTY OWNED BY MRS. JONES HICKMAN.
 HF1443'
 HF1443'TO REACH THE STATION FROM THE CITY HALL IN CHENEY, GO NORTH
 HF1443'ON A SURFACED ROAD FOR 2.2 MILES TO HIGHWAY 54.  TURN LEFT,
 HF1443'WEST, ON HIGHWAY 54 FOR 3.4 MILES TO A CROSSROAD.  TURN RIGHT,
 HF1443'NORTH, ON A BLACKTOP ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON
 HF1443'THE RIGHT.  CONTINUE NORTH FOR 0.2 MILE TO A CROSSROAD.  TURN
 HF1443'RIGHT, EAST, ON A SAND ROAD FOR 0.5 MILE TO THE STATION ON
 HF1443'THE LEFT, AT THE WEST END OF A GROVE OF TREES.
 HF1443'
 HF1443'STATION MARK, A STANDARD DISK STAMPED KLINKER 1940, IS SET IN
 HF1443'A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 98 FEET
 HF1443'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION
 HF1443'OF AN OLD SCHOOL, 64 FEET NORTH OF THE CENTER OF THE SAND ROAD,
 HF1443'53 FEET NORTHWEST OF A TELEPHONE POLE AND 51 FEET NORTH OF A
 HF1443'METAL WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED BY
 HF1443'THIS PARTY.
 HF1443'
 HF1443'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KLINKER NO 2
 HF1443'1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HF1443'IT IS 119 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 HF1443'FOUNDATION, 55 FEET NORTH OF THE CENTER OF THE SAND ROAD, 34.5
 HF1443'FEET NORTH OF A FENCE CORNER POST AND 1 FOOT EAST OF A FENCE.
 HF1443'
 HF1443'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KLINKER NO 3
 HF1443'1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 HF1443'IT IS 22 FEET NORTH OF THE CENTER OF THE SAND ROAD, 2.0 FEET
 HF1443'EAST OF THE METAL WITNESS POST AND 1.5 FEET WEST OF A TELEPHONE
 HF1443'POLE.
 HF1443'
 HF1443'AZIMUTH MARK, A STANDARD DISK STAMPED KLINKER 1940, IS SET IN
 HF1443'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 67 FEET
 HF1443'WEST OF A POWER POLE, 34 FEET WEST OF THE CENTER OF A PAVED
 HF1443'ROAD, 2 FEET NORTH OF A WOODEN WITNESS POST, 1 FOOT NORTH OF
 HF1443'A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 HF1443'
 HF1443'NOTE, REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HF1443'
 HF1443'REFERENCE MARK NO. 1 WAS DESTROYED AT THE REQUEST OF THE PROPERTY
 HF1443'OWNER.
 HF1443'
 HF1443'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0562 ***********************************************************************
 KG0562  DESIGNATION -  KLINKER RESET
 KG0562  PID         -  KG0562
 KG0562  STATE/COUNTY-  KS/JEWELL
 KG0562  USGS QUAD   -  WEBBER (1969)
 KG0562
 KG0562                         *CURRENT SURVEY CONTROL
 KG0562  ___________________________________________________________________
 KG0562* NAD 83(1997)-  39 57 19.34450(N)    098 03 44.36791(W)     ADJUSTED  
 KG0562* NAVD 88     -       528.     (meters)    1732.     (feet)  SCALED    
 KG0562  ___________________________________________________________________
 KG0562  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 KG0562  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 KG0562
 KG0562  HORZ ORDER  -  FIRST
 KG0562
 KG0562.The horizontal coordinates were established by classical geodetic methods
 KG0562.and adjusted by the National Geodetic Survey in October 1998..
 KG0562
 KG0562.The orthometric height was scaled from a topographic map.
 KG0562
 KG0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0562
 KG0562.The geoid height was determined by GEOID03.
 KG0562
 KG0562;                    North         East     Units Scale Factor Converg.
 KG0562;SPC KS N     -   180,076.414   394,674.242   MT  1.00003244   -0 02 22.0
 KG0562;SPC NE       -    15,406.449   665,562.783   MT  1.00002046   +1 17 02.7
 KG0562;UTM  14      - 4,423,225.028   580,092.420   MT  0.99967897   +0 36 07.9
 KG0562
 KG0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0562!SPC KS N     -   0.99992124  x   1.00003244  =   0.99995368
 KG0562!SPC NE       -   0.99992124  x   1.00002046  =   0.99994170
 KG0562!UTM  14      -   0.99992124  x   0.99967897  =   0.99960024
 KG0562
 KG0562|---------------------------------------------------------------------|
 KG0562| PID    Reference Object                     Distance      Geod. Az  |
 KG0562|                                                           dddmmss.s |
 KG0562| CN8950 KLINKER RM 1                         22.357 METERS 02155     |
 KG0562| CN8952 KLINKER RM 3                         51.078 METERS 05210     |
 KG0562| CN8949 KLINKER AZ MK                                      1704257.7 |
 KG0562| CN8951 KLINKER RM 2                         48.597 METERS 32555     |
 KG0562| LH1170 SUPERIOR NEBR CEMENT CO STACK       APPROX. 8.3 KM 3344938.9 |
 KG0562| LH1169 SUPERIOR MUNICIPAL TANK             APPROX. 8.4 KM 3575650.8 |
 KG0562|---------------------------------------------------------------------|
 KG0562
 KG0562                          SUPERSEDED SURVEY CONTROL
 KG0562
 KG0562  NAD 83(1997)-  39 57 19.34455(N)    098 03 44.36799(W) AD(       ) 1
 KG0562  NAD 83(1986)-  39 57 19.34954(N)    098 03 44.36808(W) AD(       ) 1
 KG0562  NAD 27      -  39 57 19.29400(N)    098 03 43.20900(W) AD(       ) 1
 KG0562
 KG0562.Superseded values are not recommended for survey control.
 KG0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0562.See file dsdata.txt to determine how the superseded data were derived.
 KG0562
 KG0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK8009223225(NAD 83)
 KG0562_MARKER: DS = TRIANGULATION STATION DISK
 KG0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0562
 KG0562  HISTORY     - Date     Condition        Report By
 KG0562  HISTORY     - 1950     MONUMENTED       CGS
 KG0562  HISTORY     - 1968     MARK NOT FOUND   USGS
 KG0562  HISTORY     - 1968     GOOD             CGS
 KG0562
 KG0562                          STATION DESCRIPTION
 KG0562
 KG0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0562'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 KG0562'THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 KG0562'THE STATION MARK IS IN A CULTIVATED FIELD AND THE SURFACE
 KG0562'MARK WAS LOWERED FOR CULTIVATING FIELD.
 KG0562'
 KG0562'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KG0562'
 KG0562'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF SUPERIOR AND
 KG0562'2.25 MILES NORTHWEST OF WEBBER ON LAND OWNED BY MR. F.J. KLINKER.
 KG0562'IT IS 250 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FARM
 KG0562'HOUSE, 142 FEET SOUTH OF WELL PUMP AND 72 FEET SOUTH OF THE
 KG0562'SOUTHWEST CORNER OF SHED.  IT IS STAMPED KLINKER 1947 1950
 KG0562'AND IS SET 12 INCHES UNDER THE SURFACE OF THE GROUND.
 KG0562'
 KG0562'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, AT THE NORTH
 KG0562'EDGE OF CULTIVATED FIELD, 3 FEET SOUTH OF SHED.  IT IS STAMPED
 KG0562'KLINKER NO 1 1947 AND PROJECTS 6 INCHES.
 KG0562'
 KG0562'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 65 FEET
 KG0562'WEST OF WELL PUMP, 1 FOOT SOUTH OF EAST-WEST FENCE LINE AND
 KG0562'ABOUT 4.5 FEET LOWER THAN THE STATION IN ELEVATION.  IT IS
 KG0562'STAMPED KLINKER NO 2 1947 AND PROJECTS 5 INCHES.
 KG0562'
 KG0562'THE AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 27 FEET
 KG0562'WEST OF THE CENTER OF NORTH-SOUTH ROAD, 2.5 FEET NORTH OF
 KG0562'TELEPHONE POLE AND 2 FEET EAST OF NORTH-SOUTH FENCE LINE.
 KG0562'IT IS STAMPED KLINKER 1947 AND PROJECTS 8 INCHES.
 KG0562'
 KG0562'TO REACH THE STATION FROM THE MAIN CROSS STREET IN WEBBER,
 KG0562'GO SOUTH FOR 0.4 MILE TO T-INTERSECTION AT CEMETERY IN THE
 KG0562'SOUTHEAST ANGLE, TURN RIGHT AND GO WEST ON GRAVELED ROAD
 KG0562'FOR 1.4 MILES TO CROSSROAD, TURN RIGHT AND GO NORTH ON
 KG0562'GRADED ROAD FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT
 KG0562'AS DESCRIBED, CONTINUE NORTH ON GRADED ROAD FOR 0.45 MILE
 KG0562'TO DRIVEWAY ON THE LEFT, TURN LEFT INTO DRIVEWAY AND GO 0.1
 KG0562'MILE TO HOUSE AND STATION SOUTHWEST AS DESCRIBED.
 KG0562'
 KG0562'OBSERVATIONS MADE FROM A 64 FOOT TOWER.
 KG0562
 KG0562                          STATION RECOVERY (1968)
 KG0562
 KG0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KG0562'THE STATION MARK AND REFERENCE 1 WERE NOT FOUND.  THE LOCATION
 KG0562'IS NOW UNDER CULTIVATION.  REFERENCE MARK 2 WAS FOUND IN GOOD
 KG0562'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT VISITED.
 KG0562'THE OLD DESCRIPTION IS ADEQUATE.
 KG0562'
 KG0562'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5.0
 KG0562'MI. S OF SUPERIOR, NEBRASKA
 KG0562
 KG0562                          STATION RECOVERY (1968)
 KG0562
 KG0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KG0562'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH
 KG0562'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 KG0562'MARK NO. 1 WAS NOT FOUND AND WOULD NOT BE VISIBLE FROM THE
 KG0562'STATION BECAUSE A SHED WAS BUILT ON THE SOUTH SIDE OF THE
 KG0562'BARN AND IS OVER THE MARK, THIS MARK COULD STILL BE IN PLACE
 KG0562'BUT COVERED WITH DIRT.
 KG0562'
 KG0562'REFERENCE MARK NO. 3 WAS SET.
 KG0562'
 KG0562'FOLLOWING IS A NEW DESCRIPTION.
 KG0562'
 KG0562'TO REACH THE STATION FROM THE MAIN CROSS STREET IN WEBBER,
 KG0562'GO SOUTH FOR 0.4 MILE TO A T-INTERSECTION AT A CEMETERY IN
 KG0562'THE SOUTHEAST ANGLE.  TURN RIGHT AND GO WEST ON A GRAVELED
 KG0562'ROAD FOR 1.4 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 KG0562'A GRADED ROAD FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 KG0562'CONTINUE NORTH ON THE GRADED ROAD FOR 0.45 MILE TO A DRIVEWAY
 KG0562'LEADING TO ABANDONED FARM BUILDINGS ON THE LEFT.  TURN LEFT
 KG0562'AND GO WEST FOR 0.1 MILE TO A BARN AND THE STATION IN
 KG0562'CULTIVATED FIELD ON THE LEFT.
 KG0562'
 KG0562'STATION MARK, A STANDARD DISK STAMPED KLINKER 1947 1950, IS SET
 KG0562'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 10 INCHES BELOW
 KG0562'THE SURFACE OF THE GROUND.  IT IS 142 FEET SOUTH OF A WELL PUMP,
 KG0562'69 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE SHED BUILT
 KG0562'ON THE SOUTH SIDE OF THE BARN, 57 FEET SOUTH-SOUTHEAST OF
 KG0562'THE SOUTHWEST CORNER OF THE SHED, AND 37 FEET SOUTH OF A
 KG0562'METAL WITNESS POST SET IN AN EAST-WEST FENCE.  THE UNDERGROUND
 KG0562'MARK WAS NOT INSPECTED.
 KG0562'
 KG0562'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KLINKER NO.
 KG0562'2 1947, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KG0562'PROJECTS 8 INCHES.  IT IS 65 FEET WEST OF A WELL PUMP, 1 FOOT
 KG0562'SOUTH OF AN OLD FENCE, AND ABOUT 5 FEET LOWER IN ELEVATION
 KG0562'THAN THE STATION.
 KG0562'
 KG0562'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KLINKER 1947 NO.
 KG0562'3 1968, IS CEMENTED IN A DRILL HOLE ON THE TOP OF A CONCRETE
 KG0562'FOUNDATION FOR A CISTERN WHICH IS AT THE SOUTH SIDE OF ABANDONED
 KG0562'HOUSE, AND THE FOUNDATION PROJECTS 1 FOOT.  IT IS NEAR THE
 KG0562'SOUTHEAST CORNER OF THE FOUNDATION.
 KG0562'
 KG0562'AZIMUTH MARK, A STANDARD DISK STAMPED KLINKER 1947, IS SET
 KG0562'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 KG0562'IT IS 27 FEET WEST OF THE CENTER OF A DIRT ROAD, 2 FEET
 KG0562'EAST OF A NORTH-SOUTH FENCE, AND 1.5 FEET NORTH OF A METAL
 KG0562'WITNESS POST.
 KG0562'
 KG0562'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES
 KG0562'SOUTH OF SUPERIOR, NEBRASKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1346 ***********************************************************************
 JF1346  DESIGNATION -  KNOB
 JF1346  PID         -  JF1346
 JF1346  STATE/COUNTY-  KS/LYON
 JF1346  USGS QUAD   -  BUSHONG (1971)
 JF1346
 JF1346                         *CURRENT SURVEY CONTROL
 JF1346  ___________________________________________________________________
 JF1346* NAD 83(1997)-  38 42 15.40200(N)    096 18 41.35989(W)     ADJUSTED  
 JF1346* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 JF1346  ___________________________________________________________________
 JF1346  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 JF1346  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 JF1346
 JF1346  HORZ ORDER  -  SECOND
 JF1346
 JF1346.The horizontal coordinates were established by classical geodetic methods
 JF1346.and adjusted by the National Geodetic Survey in October 1998..
 JF1346
 JF1346.The orthometric height was scaled from a topographic map.
 JF1346
 JF1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1346
 JF1346.The geoid height was determined by GEOID03.
 JF1346
 JF1346;                    North         East     Units Scale Factor Converg.
 JF1346;SPC KS S     -   628,389.085   590,357.723   MT  1.00003012   +1 20 41.6
 JF1346;SPC KS N     -    42,548.171   546,868.339   MT  1.00000202   +1 04 06.0
 JF1346;UTM  14      - 4,287,392.082   733,787.737   MT  1.00027311   +1 40 54.8
 JF1346
 JF1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1346!SPC KS S     -   0.99993113  x   1.00003012  =   0.99996125
 JF1346!SPC KS N     -   0.99993113  x   1.00000202  =   0.99993315
 JF1346!UTM  14      -   0.99993113  x   1.00027311  =   1.00020422
 JF1346
 JF1346|---------------------------------------------------------------------|
 JF1346| PID    Reference Object                     Distance      Geod. Az  |
 JF1346|                                                           dddmmss.s |
 JF1346| CL4681 KNOB RM 1                            13.871 METERS 02515     |
 JF1346| CL4682 KNOB RM 2                            20.494 METERS 13452     |
 JF1346| JF1344 STING AZ MK                         APPROX. 1.5 KM 1983244.8 |
 JF1346| JF1362 ROLLF                               APPROX.12.2 KM 3500728.7 |
 JF1346|---------------------------------------------------------------------|
 JF1346
 JF1346                          SUPERSEDED SURVEY CONTROL
 JF1346
 JF1346  NAD 83(1986)-  38 42 15.40940(N)    096 18 41.35984(W) AD(       ) 2
 JF1346  NAD 27      -  38 42 15.38588(N)    096 18 40.36949(W) AD(       ) 2
 JF1346
 JF1346.Superseded values are not recommended for survey control.
 JF1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1346.See file dsdata.txt to determine how the superseded data were derived.
 JF1346
 JF1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH3378887392(NAD 83)
 JF1346_MARKER: DS = TRIANGULATION STATION DISK
 JF1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1346
 JF1346  HISTORY     - Date     Condition        Report By
 JF1346  HISTORY     - 1961     MONUMENTED       CGS
 JF1346  HISTORY     - 1968     GOOD             CGS
 JF1346
 JF1346                          STATION DESCRIPTION
 JF1346
 JF1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 JF1346'THE STATION IS 4 MILES NORTH AND 3 MILES WEST OF BUSHONG, ON A
 JF1346'PROMINENT KNOLL OF GRASS LAND OWNED BY MR. RAYMOND SCHLESENER.
 JF1346'
 JF1346'TO REACH THE STATION FROM THE INTERSECTION, JUST NORTH OF THE
 JF1346'POST OFFICE IN BUSHONG, GO WEST ON THE GRAVELED ROAD FOR 0.2
 JF1346'MILE TO A T ROAD INTERSECTION, TURN RIGHT AND GO NORTH ON THE
 JF1346'GRAVELED ROAD FOR 1.0 MILE TO U.S. HIGHWAY 56.  TURN LEFT, WEST,
 JF1346'ON U.S. HIGHWAY 56 FOR 3.1 MILES TO A CROSSROAD, TURN RIGHT AND
 JF1346'FOLLOW THE GRAVELED ROAD NORTH 2.0 MILES TO SOME FARM BUILDINGS,
 JF1346'TURN RIGHT AND GO EAST ABOUT 150 FEET TO A T ROAD LEFT.  TURN
 JF1346'LEFT AND FOLLOW THE GRAVELED ROAD NORTH FOR 1.0 MILE, TURN
 JF1346'RIGHT WITH THE ROAD AND GO EAST FOR 0.35 MILE TO THE TOP OF THE
 JF1346'GRADE AND A GATE ON EITHER SIDE OF THE ROAD.  PASS THRU THE
 JF1346'GATE ON THE RIGHT AND FOLLOW THE TRACK ROAD SOUTH-SOUTHWEST
 JF1346'0.4 MILE TO THE TOP OF THE KNOLL AND STATION.
 JF1346'
 JF1346'THE STATION, STAMPED KNOB 1961, IS A STANDARD DISK SET IN THE TOP
 JF1346'OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 JF1346'IT IS 50 FEET NORTHEAST OF AN OLD CAR BODY.
 JF1346'
 JF1346'REFERENCE MARK NO. 1, STAMPED KNOB NO 1 1961, IS A STANDARD DISK
 JF1346'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH
 JF1346'WITH THE GROUND.  IT IS THE SAME ELEVATION AS THE STATION.
 JF1346'
 JF1346'REFERENCE MARK NO. 2, STAMPED KNOB NO 2 1961, IS A STANDARD DISK
 JF1346'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH
 JF1346'WITH THE GROUND.  IT IS 6 INCHES BELOW STATION ELEVATION.
 JF1346
 JF1346                          STATION RECOVERY (1968)
 JF1346
 JF1346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1346'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO.
 JF1346'2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 JF1346'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JF1346'
 JF1346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 JF1346'NORTH AND 3 MILES WEST OF BUSHONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1222 ***********************************************************************
 KE1222  DESIGNATION -  KNOX KNOB TOP
 KE1222  PID         -  KE1222
 KE1222  STATE/COUNTY-  KS/SHAWNEE
 KE1222  USGS QUAD   -  TOPEKA (1983)
 KE1222
 KE1222                         *CURRENT SURVEY CONTROL
 KE1222  ___________________________________________________________________
 KE1222* NAD 83(1997)-  39 00 34.81204(N)    095 44 11.77411(W)     ADJUSTED  
 KE1222* NAVD 88     -                                                        
 KE1222  ___________________________________________________________________
 KE1222  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 KE1222  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KE1222
 KE1222  HORZ ORDER  -  THIRD
 KE1222
 KE1222.The horizontal coordinates were established by classical geodetic methods
 KE1222.and adjusted by the National Geodetic Survey in October 1998..
 KE1222
 KE1222
 KE1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1222
 KE1222.The geoid height was determined by GEOID03.
 KE1222
 KE1222;                    North         East     Units Scale Factor Converg.
 KE1222;SPC KS N     -    77,530.407   596,016.027   MT  0.99996565   +1 25 55.5
 KE1222;SPC KS S     -   663,606.851   639,343.610   MT  1.00011773   +1 41 53.5
 KE1222;UTM  15      - 4,321,413.115   263,046.030   MT  1.00029142   -1 43 24.1
 KE1222
 KE1222                          SUPERSEDED SURVEY CONTROL
 KE1222
 KE1222  NAD 83(1986)-  39 00 34.81688(N)    095 44 11.77172(W) AD(       ) 4
 KE1222  NAD 27      -  39 00 34.82000(N)    095 44 10.82700(W) AD(       ) 3
 KE1222
 KE1222.Superseded values are not recommended for survey control.
 KE1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1222.See file dsdata.txt to determine how the superseded data were derived.
 KE1222
 KE1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6304621413(NAD 83)
 KE1222_MARKER: Z = SEE DESCRIPTION
 KE1222_SETTING: 0 = UNSPECIFIED SETTING
 KE1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1222
 KE1222  HISTORY     - Date     Condition        Report By
 KE1222  HISTORY     - 1888     MONUMENTED       CGS
 KE1222  HISTORY     - 1934     MARK NOT FOUND   CGS
 KE1222  HISTORY     - 1970     MARK NOT FOUND   NGS
 KE1222
 KE1222                          STATION DESCRIPTION
 KE1222
 KE1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KE1222'NOT RECOVERED.  KNOX KNOB IS A HIGH HILL ABOUT 3 MILES SOUTH AND
 KE1222'1 MILE WEST OF TOPEKA, NEAR THE CENTER OF SEC. ,T. 12 S., R. 15
 KE1222'E.
 KE1222'
 KE1222'THE SURFACE OF THE TOP OF THE KNOB IS COVERED WITH LARGE NATIVE
 KE1222'STONES WHICH CONTAIN MANY LETTERS CARVED ON THEM, BUT FAILED TO
 KE1222'FIND ANY LETTERS THAT WOULD DESIGNATE A STATION.  SEVERAL HOLES
 KE1222'WERE DUG, BUT NO UNDERGROUND MARKS WERE DISCOVERED.
 KE1222
 KE1222                          STATION RECOVERY (1970)
 KE1222
 KE1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KE1222'ACCORDING TO THE FIELD DATA THIS STATION WAS ORIGINALLY LOCATED
 KE1222'BY INTERSECTION FROM STATIONS ELEVATION, CLARK AND ADAMS.  DURING
 KE1222'THE PRESENT TIME KNOX KNOB TOP 2 WAS ESTABLISHED ON THIS HILL AND
 KE1222'CONNECTED TO EXISTING TRIANGULATION.  AN INVERSE COMPUTATION WAS
 KE1222'MADE BETWEEN THE TWO STATIONS AND A PERSONAL VISIT MADE TO THE
 KE1222'STATION SITE.  AFTER SOME DIGGING AND PRODDING, IT APPEARS THAT
 KE1222'THIS ORIGINAL MARK IF ANY, HAS BEEN DESTROYED.
 KE1222'
 KE1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 KE1222'SOUTHWEST OF TOPEKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1246 ***********************************************************************
 KE1246  DESIGNATION -  KNOX KNOB TOP 2
 KE1246  PID         -  KE1246
 KE1246  STATE/COUNTY-  KS/SHAWNEE
 KE1246  USGS QUAD   -  TOPEKA (1983)
 KE1246
 KE1246                         *CURRENT SURVEY CONTROL
 KE1246  ___________________________________________________________________
 KE1246* NAD 83(1997)-  39 00 34.82912(N)    095 44 11.65067(W)     ADJUSTED  
 KE1246* NAVD 88     -       348.1    (meters)    1142.     (feet)  VERTCON   
 KE1246  ___________________________________________________________________
 KE1246  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 KE1246  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 KE1246
 KE1246  HORZ ORDER  -  SECOND
 KE1246
 KE1246.The horizontal coordinates were established by classical geodetic methods
 KE1246.and adjusted by the National Geodetic Survey in October 1998..
 KE1246
 KE1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1246
 KE1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1246
 KE1246.The geoid height was determined by GEOID03.
 KE1246
 KE1246;                    North         East     Units Scale Factor Converg.
 KE1246;SPC KS N     -    77,531.008   596,018.983   MT  0.99996565   +1 25 55.6
 KE1246;UTM  15      - 4,321,413.552   263,049.015   MT  1.00029140   -1 43 24.0
 KE1246
 KE1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1246!SPC KS N     -   0.99995027  x   0.99996565  =   0.99991592
 KE1246!UTM  15      -   0.99995027  x   1.00029140  =   1.00024166
 KE1246
 KE1246|---------------------------------------------------------------------|
 KE1246| PID    Reference Object                     Distance      Geod. Az  |
 KE1246|                                                           dddmmss.s |
 KE1246| CL7253 KNOX KNOB TOP 2 RM 1                  6.230 METERS 01923     |
 KE1246| KE1245 BURNET MOUND                          2.297 METERS 02932     |
 KE1246| KE1244 SKYLINE                             APPROX. 0.8 KM 1963128.3 |
 KE1246| CL7254 KNOX KNOB TOP 2 RM 2                  6.711 METERS 26326     |
 KE1246|---------------------------------------------------------------------|
 KE1246
 KE1246                          SUPERSEDED SURVEY CONTROL
 KE1246
 KE1246  NAD 83(1986)-  39 00 34.83583(N)    095 44 11.64712(W) AD(       ) 2
 KE1246  NAD 27      -  39 00 34.83178(N)    095 44 10.70621(W) AD(       ) 2
 KE1246  NGVD 29 (07/19/86)  348.0    (m)         1142.     (f) VERT ANG       
 KE1246
 KE1246.Superseded values are not recommended for survey control.
 KE1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1246.See file dsdata.txt to determine how the superseded data were derived.
 KE1246
 KE1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6304921414(NAD 83)
 KE1246_MARKER: DS = TRIANGULATION STATION DISK
 KE1246_SETTING: 80 = SET IN A BOULDER
 KE1246_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KE1246
 KE1246  HISTORY     - Date     Condition        Report By
 KE1246  HISTORY     - 1970     MONUMENTED       NGS
 KE1246
 KE1246                          STATION DESCRIPTION
 KE1246
 KE1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KE1246'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT HILL KNOWN
 KE1246'LOCALLY AS BURNETT MOUND, APPROXIMATLY 3 MILES WEST OF AND 2.25
 KE1246'MILES SOUTH OF THE STATE CAPITOL BUILDING IN TOPEKA, IN THE
 KE1246'NORTHWEST 1/4 SECTION 15, T 12 S, R 15 E., AND ON CITY
 KE1246'PROPERTY IN SKYLINE PARK.
 KE1246'
 KE1246'TO REACH THE STATION FROM THE EXIT FOR GAGE BOULEVARD OFF
 KE1246'INTERSTATE HIGHWAY 470 IN THE SOUTHWEST OUTSKIRTS OF TOPEKA, GO
 KE1246'SOUTH ON GAGE BOULEVARD FOR 0.35 MILE TO WEST 35 TH STREET, TURN
 KE1246'RIGHT ON WEST 35 TH STREET FOR 0.35 MILE TO SIDE ROAD LEFT TO
 KE1246'SKYLINE PARK.  (FROM HERE TO REACH STATION SKYLINE, TURN LEFT UP
 KE1246'HILL FOR 0.15 MILE TO STATION ON THE LEFT.) TURN LEFT ON SIDE ROAD
 KE1246'AND GO WEST AND NORTH FOR 0.6 MILE TO A PARKING AREA, FROM HERE
 KE1246'PACK UP THE CONCRETE WALK TO THE SUMMIT AND THE STATION.
 KE1246'
 KE1246'THE STATION MARK IS A STANDARD DISK STAMPED KNOX KNOB TOP 2 1970.
 KE1246'IT IS CEMENTED IN A DRILL HOLE IN BEDROCK AND PROJECTS 1 FOOT
 KE1246'ABOVE THE GROUND SURFACE.  IT IS 89.0 FEET SOUTH OF A CHAINLINK
 KE1246'FENCE AND 61.5 FEET NORTH OF THE NORTHWEST HANDRAIL.
 KE1246'
 KE1246'REFERENCE MARK 1, IS A STANDARD DISK STAMPED KNOX KNOB TOP 2 NO 1
 KE1246'1970, IT IS CEMENTED IN A DRILL HOLE IN A 4 X 4 BOULDER THAT
 KE1246'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.
 KE1246'
 KE1246'REFERENCE MARK 2, IS A STANDARD DISK STAMPED KNOX KNOB TOP 2
 KE1246'NO 2 1970, IT IS CEMENTED IN A DRILL HOLE A BOULDER THAT
 KE1246'PROJECTS 18 INCHES ABOVE THE GROUND SURFACE.
 KE1246'
 KE1246'BURNETT MOUND IS AN INDENTION IN A BOLT THAT IS SET IN A 1 X 1 FOOT
 KE1246'BOULDER THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE AND HAS
 KE1246'BURNETT MOUND 12-20-6 CHISELED IN THE BOULDER.
 KE1246'
 KE1246'SKYLINE (TOPEKA CITY SURVEY MARK) IS A BOLT WITH A PUNCH HOLE IN
 KE1246'THE CENTER WITH NO STAMPING AND IS SET IN THE TOP OF A 3 X 4 INCH
 KE1246'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 50
 KE1246'FEET SOUTHWEST OF A ROAD FORK, 43 FEET NORTHWEST OF A ROAD FORK
 KE1246'AND 16.4 FEET SOUTH OF A BOULDER WITH AN ARROW CHISELED IN IT THAT
 KE1246'POINTS TO THE MARK.
 KE1246'
 KE1246'NOTE- GEODIMETER DISTANCE 839.815 METERS OR 2755.29 FEET.
 KE1246'
 KE1246'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5430 ***********************************************************************
 AE5430  CBN         -  This is a Cooperative Base Network Control Station.
 AE5430  DESIGNATION -  KNOX KNOB TOP 2 RESET
 AE5430  PID         -  AE5430
 AE5430  STATE/COUNTY-  KS/SHAWNEE
 AE5430  USGS QUAD   -  TOPEKA (1983)
 AE5430
 AE5430                         *CURRENT SURVEY CONTROL
 AE5430  ___________________________________________________________________
 AE5430* NAD 83(1997)-  39 00 34.83027(N)    095 44 11.65177(W)     ADJUSTED  
 AE5430* NAVD 88     -       348.1    (meters)    1142.     (feet)  GPS OBS   
 AE5430  ___________________________________________________________________
 AE5430  X           -    -496,065.629 (meters)                     COMP
 AE5430  Y           -  -4,938,043.253 (meters)                     COMP
 AE5430  Z           -   3,993,351.159 (meters)                     COMP
 AE5430  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AE5430  ELLIP HEIGHT-         316.90  (meters)          (08/16/04) GPS OBS
 AE5430  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 AE5430
 AE5430  HORZ ORDER  -  B
 AE5430  ELLP ORDER  -  FOURTH    CLASS II
 AE5430
 AE5430.The horizontal coordinates were established by GPS observations
 AE5430.and adjusted by the National Geodetic Survey in December 1997..
 AE5430
 AE5430.The orthometric height was determined by GPS observations and a
 AE5430.high-resolution geoid model.
 AE5430
 AE5430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5430
 AE5430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5430
 AE5430.The ellipsoidal height was determined by GPS observations
 AE5430.and is referenced to NAD 83.
 AE5430
 AE5430.The geoid height was determined by GEOID03.
 AE5430
 AE5430;                    North         East     Units Scale Factor Converg.
 AE5430;SPC KS N     -    77,531.042   596,018.956   MT  0.99996565   +1 25 55.6
 AE5430;UTM  15      - 4,321,413.588   263,048.990   MT  1.00029140   -1 43 24.0
 AE5430
 AE5430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5430!SPC KS N     -   0.99995028  x   0.99996565  =   0.99991593
 AE5430!UTM  15      -   0.99995028  x   1.00029140  =   1.00024167
 AE5430
 AE5430                          SUPERSEDED SURVEY CONTROL
 AE5430
 AE5430  ELLIP H (12/22/97)  316.90   (m)                       GP(       ) 4 1
 AE5430
 AE5430.Superseded values are not recommended for survey control.
 AE5430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5430.See file dsdata.txt to determine how the superseded data were derived.
 AE5430
 AE5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6304921414(NAD 83)
 AE5430_MARKER: Z = SEE DESCRIPTION
 AE5430_SETTING: 80 = SET IN A BOULDER
 AE5430_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5430+STABILITY: SURFACE MOTION
 AE5430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5430+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1997
 AE5430
 AE5430  HISTORY     - Date     Condition        Report By
 AE5430  HISTORY     - 1970     MONUMENTED       CGS
 AE5430  HISTORY     - 19970514 SEE DESCRIPTION  NGS
 AE5430
 AE5430                          STATION DESCRIPTION
 AE5430
 AE5430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5430'THE STATION DISK HAD BEEN REMOVED BY VANDALS, BUT THE DISK STEM WAS
 AE5430'STILL IN PLACE.  THE STEM WAS CENTERED OVER, PLUMB POINT HELD, AND
 AE5430'STEM WAS DRILLED OUT AND REPLACED WITH A 5-INCH LONG PIECE OF
 AE5430'STAINLESS STEEL ROD WHICH WAS REPLUMED AND CEMENTED IN DRILL HOLE. TOP
 AE5430'OF ROD IS TAPERED AND CENTER PUNCHED.  A NEW DESCRIPTION FOLLOWS.  THE
 AE5430'STATION IS LOCATED IN THE SOUTHWEST EDGE OF TOPEKA, ON A PROMINENT
 AE5430'HILL LOCALLY KNOWN AS BURNETT MOUND, ABOUT 8.0 KM (4.95 MI) SOUTHWEST
 AE5430'FROM DOWNTOWN TOPEKA, AND IN THE NORTHWEST QUARTER OF SECTION 15, T 12
 AE5430'S, R 15 E.  OWNERSHIP--CITY OF TOPEKA, SKYLINE PARK.  TO REACH THE
 AE5430'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 470 AND GAGE
 AE5430'BOULEVARD (EXIT 4), IN THE SOUTHWEST OUTSKIRTS OF TOPEKA, GO SOUTH ON
 AE5430'GAGE BOULEVARD FOR 0.56 KM (0.35 MI) TO SW 35TH STREET ON THE RIGHT.
 AE5430'TURN RIGHT AND GO WESTERLY ON PAVED STREET FOR 0.64 KM (0.40 MI) TO A
 AE5430'PIPE GATE ENTRANCE TO SKYLINE PARK ON THE LEFT (NOTE--GATE IS OPEN
 AE5430'FROM DAYLIGHT TO DUSK).  TURN LEFT AND FOLLOW THE PARK ROAD WEST AND
 AE5430'NORTH FOR 0.97 KM (0.60 MI) TO A LARGE PARKING AREA AND A CONCRETE
 AE5430'WALK LEADING TO TOP OF HILL.  FROM HERE, PACK UP THE CONCRETE WALK
 AE5430'APPROXIMATELY 100 FEET (30.5 M) TO THE STATION.  THE STATION IS THE
 AE5430'TOP OF A CENTER PUNCHED STAINLESS STEEL ROD CEMENTED IN A RECESSED
 AE5430'DRILL HOLE IN A PARTIALLY EXPOSED BOULDER PROJECTING 30 CM ABOVE
 AE5430'GROUND.  LOCATED 27.4 M (89.9 FT) SOUTH-SOUTHWEST FROM A METAL PIPE
 AE5430'FENCE POST FOR THE REMAINS OF A VANDALIZED CHAIN LINK FENCE AND 19.7 M
 AE5430'(64.6 FT) NORTH-NORTHWEST FROM THE NORTH END OF THE EAST PIPE HANDRAIL
 AE5430'OF THE CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0668 ***********************************************************************
 KG0668  DESIGNATION -  KOOL
 KG0668  PID         -  KG0668
 KG0668  STATE/COUNTY-  KS/SMITH
 KG0668  USGS QUAD   -  LEBANON (1973)
 KG0668
 KG0668                         *CURRENT SURVEY CONTROL
 KG0668  ___________________________________________________________________
 KG0668* NAD 83(1997)-  39 50 44.95500(N)    098 33 37.53933(W)     ADJUSTED  
 KG0668* NAVD 88     -       590.8    (meters)    1938.     (feet)  VERTCON   
 KG0668  ___________________________________________________________________
 KG0668  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 KG0668  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 KG0668
 KG0668  HORZ ORDER  -  FIRST
 KG0668
 KG0668.The horizontal coordinates were established by classical geodetic methods
 KG0668.and adjusted by the National Geodetic Survey in October 1998..
 KG0668
 KG0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0668
 KG0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0668
 KG0668.The geoid height was determined by GEOID03.
 KG0668
 KG0668;                    North         East     Units Scale Factor Converg.
 KG0668;SPC KS N     -   168,058.816   352,035.258   MT  1.00001073   -0 21 16.5
 KG0668;UTM  14      - 4,410,737.497   537,606.088   MT  0.99961741   +0 16 53.9
 KG0668
 KG0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0668!SPC KS N     -   0.99991138  x   1.00001073  =   0.99992211
 KG0668!UTM  14      -   0.99991138  x   0.99961741  =   0.99952883
 KG0668
 KG0668|---------------------------------------------------------------------|
 KG0668| PID    Reference Object                     Distance      Geod. Az  |
 KG0668|                                                           dddmmss.s |
 KG0668| KG0669 KOOL RM A                            29.951 METERS 09055     |
 KG0668| KG0590 VOR MANKATO                         APPROX.26.1 KM 0993341.7 |
 KG0668| CN8955 KOOL AZ MK                                         1781617.5 |
 KG0668| CN8956 KOOL RM 1                            26.535 METERS 20635     |
 KG0668| CN8957 KOOL RM 2                            29.928 METERS 33629     |
 KG0668|---------------------------------------------------------------------|
 KG0668
 KG0668                          SUPERSEDED SURVEY CONTROL
 KG0668
 KG0668  NAD 83(1997)-  39 50 44.95852(N)    098 33 37.54119(W) AD(       ) 1
 KG0668  NAD 83(1986)-  39 50 44.96182(N)    098 33 37.53910(W) AD(       ) 1
 KG0668  NAD 27      -  39 50 44.91929(N)    098 33 36.30627(W) AD(       ) 1
 KG0668  NGVD 29 (07/19/86)  590.6    (m)         1938.     (f) VERT ANG       
 KG0668
 KG0668.Superseded values are not recommended for survey control.
 KG0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0668.See file dsdata.txt to determine how the superseded data were derived.
 KG0668
 KG0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK3760610737(NAD 83)
 KG0668_MARKER: DS = TRIANGULATION STATION DISK
 KG0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0668_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0668
 KG0668  HISTORY     - Date     Condition        Report By
 KG0668  HISTORY     - 1967     MONUMENTED       CGS
 KG0668
 KG0668                          STATION DESCRIPTION
 KG0668
 KG0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0668'STATION IS LOCATED ABOUT 3 MILES NORTH OF THE TOWN OF LEBANON, ON
 KG0668'LAND WHICH BELONGS TO THE KANSAS STATE HIGHWAY DEPARTMENT AND IN THE
 KG0668'SOUTHWEST 1/4 OF SECTION 27.  T 2 S. R 11 W.
 KG0668'
 KG0668'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED KOOL 1967, SET
 KG0668'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KG0668'SURFACE OF THE GROUND.  MARK IS 148 FEET WEST-SOUTHWEST OF THE
 KG0668'JUNCTION OF U.S. HIGHWAY 281 AND A GRAVELED ROAD WHICH LEADS WEST
 KG0668'FROM THE HIGHWAY, 84.7 FEET NORTHEAST OF A TELEPHONE LINE POLE
 KG0668'AND 80 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 KG0668'
 KG0668'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KG0668'KOOL NO 1 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 KG0668'FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 2.9 FEET SOUTH OF A
 KG0668'TELEPHONE LINE POLE AND IS AT THE EAST EDGE OF AN OPEN FIELD.
 KG0668'
 KG0668'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KG0668'KOOL NO 2 1967, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 KG0668'PROJECTS ABOUT 2 INCHES.  MARK IS 86 FEET SOUTH OF A TELEPHONE LINE
 KG0668'POLE AND 40 FEET WEST OF THE CENTER OF THE GRAVELED ROAD.
 KG0668'
 KG0668'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED KOOL 1967,
 KG0668'CEMENTED IN A DRILL HOLE, IN THE TOP OF A CONCRETE CULVERT ABUTMENT
 KG0668'AND IS FLUSH WITH THE TOP OF THE ABUTMENT.  DISK IS 24.5 FEET WEST
 KG0668'OF A NORTH-SOUTH FENCELINE, 18 FEET EAST OF THE CENTER OF U.S.
 KG0668'HIGHWAY 281 AND 0.8 FEET SOUTH OF THE NORTH END OF THE ABUTMENT.
 KG0668'
 KG0668'STATION IS REACHED FROM THE FIRST NATIONAL BANK BUILDING IN THE
 KG0668'TOWN OF LEBANON.  GO WEST ON A STREET FOR 0.3 MILE TO THE JUNCTION
 KG0668'WITH U.S. HIGHWAY 281.  TURN RIGHT AND GO NORTH ON HIGHWAY 281 FOR
 KG0668'2.3 MILES TO THE AZIMUTH MARK ON THE RIGHT, EAST SIDE OF THE ROAD,
 KG0668'AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY 281 FOR 0.1 MILE TO A
 KG0668'CROSSROAD.  CONTINUE NORTH AND NORTHERLY ON HIGHWAY 281 FOR 0.2
 KG0668'MILE TO A GRAVELED SIDE ROAD AND STATION MARK ON THE LEFT, WEST
 KG0668'SIDE OF THE ROAD, AS DESCRIBED.
 KG0668'
 KG0668'HEIGHT OF LIGHT ABOVE STATION MARK 86.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0669 ***********************************************************************
 KG0669  DESIGNATION -  KOOL RM A
 KG0669  PID         -  KG0669
 KG0669  STATE/COUNTY-  KS/SMITH
 KG0669  USGS QUAD   -  LEBANON (1973)
 KG0669
 KG0669                         *CURRENT SURVEY CONTROL
 KG0669  ___________________________________________________________________
 KG0669* NAD 83(1997)-  39 50 44.93933(N)    098 33 36.27965(W)     ADJUSTED  
 KG0669* NAVD 88     -       591.1    (meters)    1939.     (feet)  VERTCON   
 KG0669  ___________________________________________________________________
 KG0669  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 KG0669  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 KG0669
 KG0669  HORZ ORDER  -  FIRST
 KG0669
 KG0669.The horizontal coordinates were established by classical geodetic methods
 KG0669.and adjusted by the National Geodetic Survey in October 1998..
 KG0669
 KG0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0669
 KG0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0669
 KG0669.The geoid height was determined by GEOID03.
 KG0669
 KG0669;                    North         East     Units Scale Factor Converg.
 KG0669;SPC KS N     -   168,058.148   352,065.202   MT  1.00001073   -0 21 15.7
 KG0669;UTM  14      - 4,410,737.161   537,636.026   MT  0.99961744   +0 16 54.7
 KG0669
 KG0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0669!SPC KS N     -   0.99991134  x   1.00001073  =   0.99992206
 KG0669!UTM  14      -   0.99991134  x   0.99961744  =   0.99952881
 KG0669
 KG0669:                Primary Azimuth Mark                     Grid Az
 KG0669:SPC KS N     -  WEBSTER RM 3                             180 28 30.8
 KG0669:UTM  14      -  WEBSTER RM 3                             179 50 20.4
 KG0669
 KG0669|---------------------------------------------------------------------|
 KG0669| PID    Reference Object                     Distance      Geod. Az  |
 KG0669|                                                           dddmmss.s |
 KG0669| KG0675 WEBSTER RM 3                        APPROX.13.2 KM 1800715.1 |
 KG0669| KG0668 KOOL                                 29.951 METERS 27055     |
 KG0669|---------------------------------------------------------------------|
 KG0669
 KG0669                          SUPERSEDED SURVEY CONTROL
 KG0669
 KG0669  NAD 83(1997)-  39 50 44.94284(N)    098 33 36.28152(W) AD(       ) 1
 KG0669  NAD 83(1986)-  39 50 44.94614(N)    098 33 36.27926(W) AD(       ) 1
 KG0669  NAD 27      -  39 50 44.90362(N)    098 33 35.04662(W) AD(       ) 1
 KG0669  NGVD 29 (07/19/86)  590.9    (m)         1939.     (f) VERT ANG       
 KG0669
 KG0669.Superseded values are not recommended for survey control.
 KG0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0669.See file dsdata.txt to determine how the superseded data were derived.
 KG0669
 KG0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK3763610737(NAD 83)
 KG0669_MARKER: DS = TRIANGULATION STATION DISK
 KG0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0669+STABILITY: SURFACE MOTION
 KG0669
 KG0669  HISTORY     - Date     Condition        Report By
 KG0669  HISTORY     - 1967     MONUMENTED       CGS
 KG0669
 KG0669                          STATION DESCRIPTION
 KG0669
 KG0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0669'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 KG0669'AS TRIANGULATION STATION KOOL.
 KG0669'
 KG0669'STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK, THE DISK
 KG0669'IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT THAT IS
 KG0669'SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED KOOL
 KG0669'RM A 1967.  THE MARK IS 54 FEET WEST OF THE APPROXIMATE CENTER OF
 KG0669'STATE HIGHWAY 181, 53 FEET SOUTHWEST OF THE JUNCTION OF STATE
 KG0669'HIGHWAY 181 AND A TRACKROAD, 34-1/2 FEET SOUTH OF THE APPROXIMATE
 KG0669'CENTER OF TRACKROAD.
 KG0669'
 KG0669'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KOOL,
 KG0669'DISTANCE BEING 29.954 METERS OR 98.27 FEET.
 KG0669'
 KG0669'OBSERVATIONS WERE TAKEN FROM A 77 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0755 ***********************************************************************
 JG0755  DESIGNATION -  KOONS
 JG0755  PID         -  JG0755
 JG0755  STATE/COUNTY-  KS/RICE
 JG0755  USGS QUAD   -  CHASE (1970)
 JG0755
 JG0755                         *CURRENT SURVEY CONTROL
 JG0755  ___________________________________________________________________
 JG0755* NAD 83(1997)-  38 16 05.26595(N)    098 16 32.26925(W)     ADJUSTED  
 JG0755* NAVD 88     -       514.0    (meters)    1686.     (feet)  VERTCON   
 JG0755  ___________________________________________________________________
 JG0755  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 JG0755  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 JG0755
 JG0755  HORZ ORDER  -  FIRST
 JG0755
 JG0755.The horizontal coordinates were established by classical geodetic methods
 JG0755.and adjusted by the National Geodetic Survey in October 1998..
 JG0755
 JG0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0755
 JG0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0755
 JG0755.The geoid height was determined by GEOID03.
 JG0755
 JG0755;                    North         East     Units Scale Factor Converg.
 JG0755;SPC KS S     -   577,764.069   419,634.059   MT  0.99995458   +0 08 16.4
 JG0755;UTM  14      - 4,235,813.306   563,365.862   MT  0.99964945   +0 26 55.1
 JG0755
 JG0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0755!SPC KS S     -   0.99992361  x   0.99995458  =   0.99987820
 JG0755!UTM  14      -   0.99992361  x   0.99964945  =   0.99957309
 JG0755
 JG0755:                Primary Azimuth Mark                     Grid Az
 JG0755:SPC KS S     -  LYONS NORTH MUNICIPAL TANK               033 03 32.9
 JG0755:UTM  14      -  LYONS NORTH MUNICIPAL TANK               032 44 54.2
 JG0755
 JG0755|---------------------------------------------------------------------|
 JG0755| PID    Reference Object                     Distance      Geod. Az  |
 JG0755|                                                           dddmmss.s |
 JG0755| JG0730 LYONS NORTH MUNICIPAL TANK          APPROX.11.4 KM 0331149.3 |
 JG0755| JG0729 LYONS TV STA KARD MAST              APPROX.13.8 KM 0360231.5 |
 JG0755| CK9201 KOONS RM 1                           26.056 METERS 10510     |
 JG0755| JG0742 STERLING DRILLING CO MAST           APPROX. 8.3 KM 1315240.6 |
 JG0755| CK9200 KOONS AZ MK                                        1833511.4 |
 JG0755| JG0743 STERLING MICH WIS PLINE MAST        APPROX. 5.0 KM 1973257.7 |
 JG0755| JG0756 CHASE MUNICIPAL TANK                APPROX.11.6 KM 3262319.6 |
 JG0755| CK9202 KOONS RM 2                           25.935 METERS 35151     |
 JG0755|---------------------------------------------------------------------|
 JG0755
 JG0755                          SUPERSEDED SURVEY CONTROL
 JG0755
 JG0755  NAD 83(1986)-  38 16 05.27362(N)    098 16 32.26914(W) AD(       ) 1
 JG0755  NAD 27      -  38 16 05.23458(N)    098 16 31.03923(W) AD(       ) 1
 JG0755  NGVD 29 (07/19/86)  513.9    (m)         1686.     (f) VERT ANG       
 JG0755
 JG0755.Superseded values are not recommended for survey control.
 JG0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0755.See file dsdata.txt to determine how the superseded data were derived.
 JG0755
 JG0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6336635813(NAD 83)
 JG0755_MARKER: DS = TRIANGULATION STATION DISK
 JG0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0755_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0755
 JG0755  HISTORY     - Date     Condition        Report By
 JG0755  HISTORY     - 1967     MONUMENTED       CGS
 JG0755
 JG0755                          STATION DESCRIPTION
 JG0755
 JG0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 JG0755'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF ALDEN, 7 MILES
 JG0755'SOUTHWEST OF LYONS, 5-1/2 MILES NORTHWEST OF STERLING, ON LAND WHICH
 JG0755'IS OWNED BY A MRS. KOONS AND IN THE NORTHWEST 1/4 OF SECTION 36.  T
 JG0755'20 S.  R 9 W.
 JG0755'
 JG0755'STATION IS REACHED FROM THE NORTHWEST CORNER OF THE COURTHOUSE SQUARE
 JG0755'IN LYONS, KANSAS.  GO WEST ON STATE HIGHWAY 56 FOR 3.9 MILES TO A
 JG0755'CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE
 JG0755'TO A GRAVELED CROSSROAD.  CONTINUE STRAIGHT AHEAD, SOUTH ON GRAVELED
 JG0755'ROAD FOR 4.5 MILES TO A FIELD ROAD LEFT AND STATION MARK ON LEFT
 JG0755'AS DESCRIBED BELOW.
 JG0755'
 JG0755'ALL MARKS ARE STANDARD DISKS, SET IN THE TOP OF ROUND CONCRETE
 JG0755'MONUMENTS.
 JG0755'
 JG0755'STATION MARK DISK IS STAMPED KOONS 1967 AND THE SURFACE MARK DISK IS
 JG0755'ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS 71.5 FEET
 JG0755'EAST OF A POWERLINE POLE WHICH HAS A TRANSFORMER ATTACHED, 42 FEET
 JG0755'EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 37 FEET NORTH
 JG0755'OF THE CENTER OF AN EAST-WEST FIELD ROAD, 35.4 FEET NORTH OF THE
 JG0755'NORTH END OF A CATTLE GUARD, 15.1 FEET EAST OF A METAL WITNESS
 JG0755'POST AND 14.7 FEET EAST OF A NORTH-SOUTH FENCELINE.
 JG0755'
 JG0755'REFERENCE MARK NUMBER 1 DISK IS STAMPED KOONS NO 1 1967 AND IS ABOUT
 JG0755'2 INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS 65.5 FEET EAST OF
 JG0755'THE NORTH END OF THE CATTLE GUARD AND 16-1/2 FEET NORTH OF THE
 JG0755'CENTER OF THE NORTH-SOUTH FIELD ROAD.
 JG0755'
 JG0755'REFERENCE MARK DISK NUMBER 2 IS STAMPED KOONS NO 2 1967 AND IS
 JG0755'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS 89.5 FEET
 JG0755'NORTHEAST OF THE POWERLINE POLE WHICH HAS THE TRANSFORMER ATTACHED,
 JG0755'29 FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD AND
 JG0755'6.0 FEET EAST OF THE NORTH-SOUTH FENCELINE.
 JG0755'
 JG0755'AZIMUTH MARK DISK IS STAMPED KOONS 1967 AND MARK IS FLUSH WITH THE
 JG0755'SURFACE OF THE GROUND.  MARK IS 112 FEET SOUTH OF THE CENTER OF AN
 JG0755'EAST-WEST FIELD ROAD, 30 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 JG0755'GRAVELED ROAD, 5.0 FEET NORTH OF A POWERLINE POLE AND 2.6 FEET
 JG0755'NORTH OF A METAL WITNESS POST.
 JG0755'
 JG0755'AZIMUTH MARK IS REACHED FROM THE STATION MARK.  GO SOUTH ON THE
 JG0755'GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT, WEST SIDE OF
 JG0755'THE ROAD, AS DESCRIBED ABOVE.
 JG0755'
 JG0755'HEIGHT OF LIGHT ABOVE STATION MARK 26.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0893 ***********************************************************************
 HH0893  DESIGNATION -  KOPPER
 HH0893  PID         -  HH0893
 HH0893  STATE/COUNTY-  KS/GRAY
 HH0893  USGS QUAD   -  CIMARRON NE (1968)
 HH0893
 HH0893                         *CURRENT SURVEY CONTROL
 HH0893  ___________________________________________________________________
 HH0893* NAD 83(1997)-  37 59 29.81866(N)    100 21 17.34496(W)     ADJUSTED  
 HH0893* NAVD 88     -       831.9    (meters)    2729.     (feet)  VERTCON   
 HH0893  ___________________________________________________________________
 HH0893  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HH0893  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 HH0893
 HH0893  HORZ ORDER  -  SECOND
 HH0893  VERT ORDER  -  THIRD ? (See Below)
 HH0893
 HH0893.The horizontal coordinates were established by classical geodetic methods
 HH0893.and adjusted by the National Geodetic Survey in October 1998..
 HH0893
 HH0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0893.The vertical order pertains to the NGVD 29 superseded value.
 HH0893
 HH0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0893
 HH0893.The geoid height was determined by GEOID03.
 HH0893
 HH0893;                    North         East     Units Scale Factor Converg.
 HH0893;SPC KS S     -   548,670.028   237,089.273   MT  0.99993675   -1 08 23.4
 HH0893;UTM  14      - 4,205,750.708   381,034.342   MT  0.99977431   -0 50 02.6
 HH0893
 HH0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0893!SPC KS S     -   0.99987350  x   0.99993675  =   0.99981026
 HH0893!UTM  14      -   0.99987350  x   0.99977431  =   0.99964784
 HH0893
 HH0893|---------------------------------------------------------------------|
 HH0893| PID    Reference Object                     Distance      Geod. Az  |
 HH0893|                                                           dddmmss.s |
 HH0893| CK9204 KOPPER RM 1                          32.650 METERS 01000     |
 HH0893| CK9205 KOPPER RM 2                          62.914 METERS 17538     |
 HH0893| CK9203 KOPPER AZ MK                                       1762941.3 |
 HH0893|---------------------------------------------------------------------|
 HH0893
 HH0893                          SUPERSEDED SURVEY CONTROL
 HH0893
 HH0893  NAD 83(1997)-  37 59 29.82478(N)    100 21 17.34387(W) AD(       ) 2
 HH0893  NAD 83(1986)-  37 59 29.82302(N)    100 21 17.34422(W) AD(       ) 2
 HH0893  NAD 27      -  37 59 29.75060(N)    100 21 15.83030(W) AD(       ) 2
 HH0893  NGVD 29 (07/19/86)  831.6    (m)         2728.     (f) LEVELING    3  
 HH0893
 HH0893.Superseded values are not recommended for survey control.
 HH0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0893.See file dsdata.txt to determine how the superseded data were derived.
 HH0893
 HH0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH8103405751(NAD 83)
 HH0893_MARKER: DS = TRIANGULATION STATION DISK
 HH0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0893
 HH0893  HISTORY     - Date     Condition        Report By
 HH0893  HISTORY     - 1963     MONUMENTED       CGS
 HH0893
 HH0893                          STATION DESCRIPTION
 HH0893
 HH0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 HH0893'THE STATION IS 13 MILES NORTH OF CIMARRON, 5 MILES SOUTH OF U.S.
 HH0893'HIGHWAY 156, 3/4 MILES SOUTH OF THE GRAY-FINNEY COUNTY LINE, ON
 HH0893'PROPERTY OWNED BY MR. EUGENE KOPER.
 HH0893'
 HH0893'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 HH0893'HIGHWAY 23, IN CIMARRON, GO NORTH ON HIGHWAY 23 FOR 12.6 MILES TO A
 HH0893'CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE.  CONTINUE
 HH0893'NORTH ON HIGHWAY 23 FOR 0.3 MILE TO THE STATION ON THE LEFT, ABOUT 60
 HH0893'FEET NORTH OF THE DRIVEWAY ENTRANCE TO THE KOPPER RESIDENCE ON THE
 HH0893'LEFT.
 HH0893'
 HH0893'STATION MARKS ARE STANDARD DISKS STAMPED KOPPER 1963.  THE SURFACE
 HH0893'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HH0893'GROUND.  IT IS 153.5 FEET EAST OF THE SOUTHEAST CORNER OF A BARN,
 HH0893'123.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 76 FEET
 HH0893'NORTH OF A POWER POLE AND 66 FEET WEST OF THE CENTER LINE OF
 HH0893'HIGHWAY 23.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HH0893'CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0893'
 HH0893'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KOPPER NO. 1 1963, IS
 HH0893'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HH0893'IT IS 48 FEET WEST OF THE CENTER LINE OF HIGHWAY 23, 40 FEET NORTH
 HH0893'OF THE CENTER OF A DIRT DRIVEWAY AND 3 FEET SOUTH OF A CORNER
 HH0893'FENCE POST.
 HH0893'
 HH0893'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KOPPER NO. 2 1963, IS
 HH0893'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HH0893'IT IS 87 FEET NORTH OF A TELEPHONE POLE, 50 FEET WEST OF THE CENTER
 HH0893'LINE OF HIGHWAY 23 AND 1 FOOT EAST OF A CORNER FENCE POST.
 HH0893'
 HH0893'AZIMUTH MARK IS A STANDARD DISK STAMPED KOPPER 1963, SET IN A SQUARE
 HH0893'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 51 FEET EAST OF THE
 HH0893'CENTER LINE OF HIGHWAY 23, 31 FEET NORTH OF THE CENTER OF A DIRT
 HH0893'ROAD, 1.8 FEET NORTH OF A METAL WITNESS POST AND 1.5 FEET WEST OF A
 HH0893'POWER POLE.
 HH0893'
 HH0893'NOTE--REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE PULLING
 HH0893'7 KG. TAPE TENSION.
 HH0893'
 HH0893'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0914 ***********************************************************************
 JG0914  DESIGNATION -  KORF
 JG0914  PID         -  JG0914
 JG0914  STATE/COUNTY-  KS/HODGEMAN
 JG0914  USGS QUAD   -  JETMORE SE (1970)
 JG0914
 JG0914                         *CURRENT SURVEY CONTROL
 JG0914  ___________________________________________________________________
 JG0914* NAD 83(1997)-  38 03 55.28389(N)    099 47 20.89359(W)     ADJUSTED  
 JG0914* NAVD 88     -       696.8    (meters)    2286.     (feet)  VERTCON   
 JG0914  ___________________________________________________________________
 JG0914  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 JG0914  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0914
 JG0914  HORZ ORDER  -  THIRD
 JG0914  VERT ORDER  -  THIRD ? (See Below)
 JG0914
 JG0914.The horizontal coordinates were established by classical geodetic methods
 JG0914.and adjusted by the National Geodetic Survey in October 1998..
 JG0914
 JG0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0914.The vertical order pertains to the NGVD 29 superseded value.
 JG0914
 JG0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0914
 JG0914.The geoid height was determined by GEOID03.
 JG0914
 JG0914;                    North         East     Units Scale Factor Converg.
 JG0914;SPC KS S     -   556,015.986   286,882.957   MT  0.99993923   -0 47 32.0
 JG0914;UTM  14      - 4,213,360.443   430,776.874   MT  0.99965902   -0 29 11.7
 JG0914
 JG0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0914!SPC KS S     -   0.99989475  x   0.99993923  =   0.99983399
 JG0914!UTM  14      -   0.99989475  x   0.99965902  =   0.99955381
 JG0914
 JG0914:                Primary Azimuth Mark                     Grid Az
 JG0914:SPC KS S     -  HANSTON RAD STA KAA 213 TOWER            046 47 33.4
 JG0914:UTM  14      -  HANSTON RAD STA KAA 213 TOWER            046 29 13.1
 JG0914
 JG0914|---------------------------------------------------------------------|
 JG0914| PID    Reference Object                     Distance      Geod. Az  |
 JG0914|                                                           dddmmss.s |
 JG0914| JG0909 HANSTON RAD STA KAA 213 TOWER       APPROX. 9.2 KM 0460001.4 |
 JG0914| JG0908 HANSTON CO OP GRAIN ELEVATOR        APPROX. 9.2 KM 0465651.4 |
 JG0914| CK9207 KORF RM 1                            15.530 METERS 05423     |
 JG0914| JG0907 HANSTON TRI CIRCLE TV MAST          APPROX. 8.8 KM 0741159.6 |
 JG0914| CK9208 KORF RM 2                            19.101 METERS 18102     |
 JG0914| JG0912 EWY                                 APPROX. 6.7 KM 3531541.4 |
 JG0914|---------------------------------------------------------------------|
 JG0914
 JG0914                          SUPERSEDED SURVEY CONTROL
 JG0914
 JG0914  NAD 83(1997)-  38 03 55.29186(N)    099 47 20.89287(W) AD(       ) 3
 JG0914  NAD 83(1986)-  38 03 55.29105(N)    099 47 20.89239(W) AD(       ) 3
 JG0914  NAD 27      -  38 03 55.22139(N)    099 47 19.44245(W) AD(       ) 3
 JG0914  NGVD 29 (07/19/86)  696.5    (m)         2285.     (f) LEVELING    3  
 JG0914
 JG0914.Superseded values are not recommended for survey control.
 JG0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0914.See file dsdata.txt to determine how the superseded data were derived.
 JG0914
 JG0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH3077713360(NAD 83)
 JG0914_MARKER: DS = TRIANGULATION STATION DISK
 JG0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0914
 JG0914  HISTORY     - Date     Condition        Report By
 JG0914  HISTORY     - 1964     MONUMENTED       CGS
 JG0914
 JG0914                          STATION DESCRIPTION
 JG0914
 JG0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0914'THE STATION IS 5-1/2 MILES EAST OF JETMORE, 5 MILES SOUTHWEST OF
 JG0914'HANSTON, IN THE WEST CENTRAL EDGE OF SECTION 7, T 23 S, R 22 W, AND
 JG0914'ON PROPERTY OWNED BY MR. FERLYN KORF.
 JG0914'
 JG0914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 156
 JG0914'ON THE NORTH EDGE OF JETMORE, GO EASTERLY ON HIGHWAY 156 FOR 5.75
 JG0914'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR
 JG0914'1.45 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE SOUTH ON THE
 JG0914'GRAVEL ROAD FOR 0.55 MILE TO A FIELD ENTRANCE, A FENCE CORNER, AND
 JG0914'THE STATION ON THE LEFT.
 JG0914'
 JG0914'STATION MARKS ARE STANDARD DISKS STAMPED KORF 1963.  THE SURFACE
 JG0914'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JG0914'GROUND.  IT IS 40 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 31
 JG0914'FEET SOUTH OF THE FENCE CORNER, 3 FEET EAST OF A METAL WITNESS
 JG0914'POST, AND 1.5 FEET EAST OF A FENCE.  THE UNDERGROUND DISK IS SET IN
 JG0914'AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF
 JG0914'THE GROUND.
 JG0914'
 JG0914'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KORF NO 1 1963, IS SET
 JG0914'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 43 FEET
 JG0914'EAST OF THE FENCE CORNER AND 1 FOOT SOUTH OF THE FENCE.
 JG0914'
 JG0914'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KORF NO 2 1963, IS SET
 JG0914'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 63 FEET
 JG0914'SOUTH OF THE METAL WITNESS POST, 39 FEET EAST OF THE CENTER OF THE
 JG0914'GRAVEL ROAD, AND 1 FOOT EAST OF THE FENCE.
 JG0914'
 JG0914'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JG0914'STATION EWY IS VISIBLE FROM THE GROUND AND MAY BE USED AS AN
 JG0914'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0890 ***********************************************************************
 JG0890  DESIGNATION -  KORIEL
 JG0890  PID         -  JG0890
 JG0890  STATE/COUNTY-  KS/RUSH
 JG0890  USGS QUAD   -  NEKOMA (1966)
 JG0890
 JG0890                         *CURRENT SURVEY CONTROL
 JG0890  ___________________________________________________________________
 JG0890* NAD 83(1997)-  38 29 43.13381(N)    099 23 36.69998(W)     ADJUSTED  
 JG0890* NAVD 88     -       642.     (meters)    2106.     (feet)  SCALED    
 JG0890  ___________________________________________________________________
 JG0890  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 JG0890  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0890
 JG0890  HORZ ORDER  -  THIRD
 JG0890
 JG0890.The horizontal coordinates were established by classical geodetic methods
 JG0890.and adjusted by the National Geodetic Survey in October 1998..
 JG0890
 JG0890.The orthometric height was scaled from a topographic map.
 JG0890
 JG0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0890
 JG0890.The geoid height was determined by GEOID03.
 JG0890
 JG0890;                    North         East     Units Scale Factor Converg.
 JG0890;SPC KS S     -   603,331.618   322,052.285   MT  0.99998667   -0 32 56.8
 JG0890;UTM  14      - 4,260,846.923   465,682.931   MT  0.99961450   -0 14 41.8
 JG0890
 JG0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0890!SPC KS S     -   0.99990331  x   0.99998667  =   0.99988998
 JG0890!UTM  14      -   0.99990331  x   0.99961450  =   0.99951785
 JG0890
 JG0890|---------------------------------------------------------------------|
 JG0890| PID    Reference Object                     Distance      Geod. Az  |
 JG0890|                                                           dddmmss.s |
 JG0890| CK9209 KORIEL RM 1                           9.706 METERS 08839     |
 JG0890| JG0891 NEKOMA COOP GRAIN ELEVATOR          APPROX. 5.0 KM 2394754.2 |
 JG0890| CK9210 KORIEL RM 2                          14.430 METERS 26926     |
 JG0890| JG0313 IDA                                 APPROX.10.1 KM 3091529.7 |
 JG0890| JG0844 HARGRAVE CO OP GRAIN ELEVATOR       APPROX. 8.2 KM 3254720.7 |
 JG0890|---------------------------------------------------------------------|
 JG0890
 JG0890                          SUPERSEDED SURVEY CONTROL
 JG0890
 JG0890  NAD 83(1986)-  38 29 43.14249(N)    099 23 36.69840(W) AD(       ) 3
 JG0890  NAD 27      -  38 29 43.09604(N)    099 23 35.31257(W) AD(       ) 3
 JG0890
 JG0890.Superseded values are not recommended for survey control.
 JG0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0890.See file dsdata.txt to determine how the superseded data were derived.
 JG0890
 JG0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6568360847(NAD 83)
 JG0890_MARKER: DS = TRIANGULATION STATION DISK
 JG0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0890
 JG0890  HISTORY     - Date     Condition        Report By
 JG0890  HISTORY     - 1964     MONUMENTED       CGS
 JG0890
 JG0890                          STATION DESCRIPTION
 JG0890
 JG0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0890'THE STATION IS 5 MILES SOUTHWEST OF LA CROSSE, 5 MILES SOUTHEAST OF
 JG0890'HARGRAVE, 3 MILES NORTHEAST OF NEKOMA, ON THE SOUTH CENTRAL EDGE OF
 JG0890'SECTION 11, T 18 S, R 19 W, AND ON THE NORTH RIGHT-OF-WAY OF A
 JG0890'SECTIONLINE ROAD.
 JG0890'
 JG0890'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEKOMA, GO EAST ON
 JG0890'STATE HIGHWAY 96 FOR 2.25 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 JG0890'LEFT AND GO NORTH ON A GRAVEL ROAD FOR 1.7 MILES TO A SIDE ROAD ON
 JG0890'THE RIGHT.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.4 MILE TO THE
 JG0890'TOP OF A RIDGE AND THE STATION ON THE LEFT.
 JG0890'
 JG0890'STATION MARKS ARE STANDARD DISKS STAMPED KORIEL 1964.  THE SURFACE
 JG0890'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JG0890'GROUND.  IT IS 19.5 FEET NORTH OF THE CENTER OF THE DIRT ROAD.  THE
 JG0890'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 JG0890'BELOW THE SURFACE OF THE GROUND.
 JG0890'
 JG0890'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KORIEL NO 1 1964, IS
 JG0890'SET IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE OF
 JG0890'THE GROUND.  IT IS 19.5 FEET NORTH OF THE CENTER OF THE DIRT ROAD.
 JG0890'
 JG0890'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KORIEL NO 2 1964, IS
 JG0890'SET IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE OF
 JG0890'THE GROUND.  IT IS 19. FEET NORTH OF THE CENTER OF THE DIRT ROAD.
 JG0890'
 JG0890'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JG0890'STATION IDA 1934 IS VISIBLE FROM THE GROUND AND MAY BE USED AS AN
 JG0890'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0988 ***********************************************************************
 HF0988  DESIGNATION -  KRASE
 HF0988  PID         -  HF0988
 HF0988  STATE/COUNTY-  KS/KINGMAN
 HF0988  USGS QUAD   -  MURDOCK (1965)
 HF0988
 HF0988                         *CURRENT SURVEY CONTROL
 HF0988  ___________________________________________________________________
 HF0988* NAD 83(1997)-  37 37 05.45152(N)    097 54 00.10159(W)     ADJUSTED  
 HF0988* NAVD 88     -       429.940  (meters)    1410.56   (feet)  ADJUSTED  
 HF0988  ___________________________________________________________________
 HF0988  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 HF0988  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HF0988  DYNAMIC HT  -         429.593 (meters)    1409.42  (feet)  COMP
 HF0988  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 HF0988
 HF0988  HORZ ORDER  -  SECOND
 HF0988  VERT ORDER  -  SECOND    CLASS 0
 HF0988
 HF0988.The horizontal coordinates were established by classical geodetic methods
 HF0988.and adjusted by the National Geodetic Survey in October 1998..
 HF0988
 HF0988.The orthometric height was determined by differential leveling
 HF0988.and adjusted by the National Geodetic Survey in June 1991..
 HF0988
 HF0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0988
 HF0988.The geoid height was determined by GEOID03.
 HF0988
 HF0988.The dynamic height is computed by dividing the NAVD 88
 HF0988.geopotential number by the normal gravity value computed on the
 HF0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0988.degrees latitude (g = 980.6199 gals.).
 HF0988
 HF0988.The modeled gravity was interpolated from observed gravity values.
 HF0988
 HF0988;                    North         East     Units Scale Factor Converg.
 HF0988;SPC KS S     -   505,773.803   452,966.004   MT  0.99994950   +0 22 07.3
 HF0988;UTM  14      - 4,164,021.606   597,074.682   MT  0.99971607   +0 40 17.3
 HF0988
 HF0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0988!SPC KS S     -   0.99993699  x   0.99994950  =   0.99988649
 HF0988!UTM  14      -   0.99993699  x   0.99971607  =   0.99965308
 HF0988
 HF0988|---------------------------------------------------------------------|
 HF0988| PID    Reference Object                     Distance      Geod. Az  |
 HF0988|                                                           dddmmss.s |
 HF0988| HF0989 KRASE RM 1                           23.763 METERS 06906     |
 HF0988| HF0990 KRASE RM 2                           32.970 METERS 13647     |
 HF0988| HF0985 TRACK                               APPROX. 1.2 KM 2285221.0 |
 HF0988| HF1452 MURDOCK GENERAL MILLS ELEVATOR      APPROX. 2.9 KM 2493800.1 |
 HF0988|---------------------------------------------------------------------|
 HF0988
 HF0988                          SUPERSEDED SURVEY CONTROL
 HF0988
 HF0988  NAD 83(1997)-  37 37 05.45806(N)    097 54 00.10271(W) AD(       ) 2
 HF0988  NAD 83(1986)-  37 37 05.46020(N)    097 54 00.09967(W) AD(       ) 2
 HF0988  NAD 27      -  37 37 05.40789(N)    097 53 58.90435(W) AD(       ) 2
 HF0988  NGVD 29 (??/??/92)  429.792  (m)         1410.08   (f) ADJ UNCH    2 0
 HF0988
 HF0988.Superseded values are not recommended for survey control.
 HF0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0988.See file dsdata.txt to determine how the superseded data were derived.
 HF0988
 HF0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9707564022(NAD 83)
 HF0988_MARKER: DS = TRIANGULATION STATION DISK
 HF0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0988_STAMPING: KRASE 1962
 HF0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0988+STABILITY: SURFACE MOTION
 HF0988
 HF0988  HISTORY     - Date     Condition        Report By
 HF0988  HISTORY     - 1962     MONUMENTED       CGS
 HF0988  HISTORY     - 1962     GOOD             CGS
 HF0988  HISTORY     - 1965     MARK NOT FOUND   USGS
 HF0988
 HF0988                          STATION DESCRIPTION
 HF0988
 HF0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0988'THE STATION IS ABOUT 11-1/2 MILES EAST OF KINGMAN, 7 MILES
 HF0988'WEST OF CHENEY, 1-1/2 MILES NORTHEAST OF MURDOCK AND ON
 HF0988'PROPERTY OWNED BY MR. LLOYD C. KRASE.
 HF0988'
 HF0988'TO REACH THE STATION FROM THE POST OFFICE IN CHENEY, GO
 HF0988'SOUTH ON A PAVED ROAD FOR 0.6 MILE TO A T-ROAD.  TURN RIGHT,
 HF0988'WEST, ON A PAVED ROAD FOR 5.6 MILES TO A CONCRETE BRIDGE.
 HF0988'CROSS THE BRIDGE AND CONTINUE WEST ON THE PAVED ROAD FOR
 HF0988'0.9 MILE TO A CROSSROAD AND THE STATION, IN THE SOUTHWEST
 HF0988'ANGLE OF THE CROSSROAD.
 HF0988'
 HF0988'STATION MARKS ARE STANDARD DISKS STAMPED KRASE 1962.  THE
 HF0988'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HF0988'THE SURFACE OF THE GROUND.  IT IS 75 FEET SOUTHEAST OF THE
 HF0988'CENTER OF THE CROSSROAD, 63 FEET SOUTH OF THE CENTER OF
 HF0988'THE PAVED ROAD, 42.5 FEET WEST OF THE CENTER OF A DIRT ROAD
 HF0988'AND 9 FEET WEST OF A METAL WITNESS POST IN A FENCE LINE.
 HF0988'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HF0988'44 INCHES BELOW THE SURFACE OF THE GROUND.
 HF0988'
 HF0988'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KRASE NO 1 1962,
 HF0988'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 HF0988'IS 36 FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 31 FEET
 HF0988'EAST OF THE CENTER OF THE DIRT ROAD AND 1.7 FEET SOUTHWEST
 HF0988'OF A POWER POLE.
 HF0988'
 HF0988'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KRASE NO 2 1962,
 HF0988'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HF0988'IT IS 34 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 1.5
 HF0988'FEET NORTH OF A POWER POLE.
 HF0988'
 HF0988'NOTE- TRIANGULATION STATION TRACK WAS USED AS THE AZIMUTH
 HF0988'MARK, FOR INFORMATION ON THE MARK, SEE THE DESCRIPTION FOR
 HF0988'STATION TRACK.
 HF0988'
 HF0988'REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0988
 HF0988                          STATION RECOVERY (1962)
 HF0988
 HF0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0988'7.1 MI W FROM CHENEY.
 HF0988'0.6 MILE SOUTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0988'CHENEY, THENCE 6.5 MILES WEST ALONG A BLACKTOP ROAD, 108.2 FEET
 HF0988'NORTHWEST OF R.M. 2, 78 FEET WEST OF R.M. 1, 63 FEET SOUTH OF THE
 HF0988'CENTER OF A BLACKTOP ROAD, 42.5 FEET WEST OF THE CENTER OF A DIRT
 HF0988'ROAD, 9 FEET WEST OF A METAL WITNESS POST, SET IN TOP OF A SQUARE
 HF0988'CONCRETE POST FLUSH WITH THE GROUND.
 HF0988
 HF0988                          STATION RECOVERY (1965)
 HF0988
 HF0988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HF0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0989 ***********************************************************************
 HF0989  DESIGNATION -  KRASE RM 1
 HF0989  PID         -  HF0989
 HF0989  STATE/COUNTY-  KS/KINGMAN
 HF0989  USGS QUAD   -  MURDOCK (1965)
 HF0989
 HF0989                         *CURRENT SURVEY CONTROL
 HF0989  ___________________________________________________________________
 HF0989* NAD 83(1986)-  37 37 05.     (N)    097 53 59.     (W)     SCALED    
 HF0989* NAVD 88     -       430.038  (meters)    1410.88   (feet)  ADJUSTED  
 HF0989  ___________________________________________________________________
 HF0989  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HF0989  DYNAMIC HT  -         429.691 (meters)    1409.74  (feet)  COMP
 HF0989  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 HF0989
 HF0989  VERT ORDER  -  SECOND    CLASS 0
 HF0989
 HF0989.The horizontal coordinates were scaled from a topographic map and have
 HF0989.an estimated accuracy of +/- 6 seconds.
 HF0989
 HF0989.The orthometric height was determined by differential leveling
 HF0989.and adjusted by the National Geodetic Survey in June 1991..
 HF0989
 HF0989.The geoid height was determined by GEOID03.
 HF0989
 HF0989.The dynamic height is computed by dividing the NAVD 88
 HF0989.geopotential number by the normal gravity value computed on the
 HF0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0989.degrees latitude (g = 980.6199 gals.).
 HF0989
 HF0989.The modeled gravity was interpolated from observed gravity values.
 HF0989
 HF0989;                    North         East    Units  Estimated Accuracy
 HF0989;SPC KS S     -   505,760.      452,990.      MT  (+/- 180 meters Scaled)
 HF0989
 HF0989                          SUPERSEDED SURVEY CONTROL
 HF0989
 HF0989  NGVD 29 (??/??/92)  429.890  (m)         1410.40   (f) ADJ UNCH    2 0
 HF0989
 HF0989.Superseded values are not recommended for survey control.
 HF0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0989.See file dsdata.txt to determine how the superseded data were derived.
 HF0989
 HF0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG971640(NAD 83)
 HF0989_MARKER: DR = REFERENCE MARK DISK
 HF0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0989_STAMPING: KRASE NO 1 1962
 HF0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0989+STABILITY: SURFACE MOTION
 HF0989
 HF0989  HISTORY     - Date     Condition        Report By
 HF0989  HISTORY     - 1962     MONUMENTED       CGS
 HF0989  HISTORY     - 1965     GOOD             USGS
 HF0989
 HF0989                          STATION DESCRIPTION
 HF0989
 HF0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0989'7.1 MI W FROM CHENEY.
 HF0989'0.6 MILE SOUTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0989'CHENEY, THENCE 6.5 MILES WEST ALONG A BLACKTOP ROAD, 78 FEET
 HF0989'EAST OF KRASE 1962, 36 FEET SOUTH OF THE CENTER OF A BLACKTOP
 HF0989'ROAD, 31 FEET EAST OF THE CENTER OF A DIRT ROAD, 1.7 FEET SOUTHEAST
 HF0989'OF A POWER POLE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 HF0989'1 INCH ABOVE GROUND.
 HF0989
 HF0989                          STATION RECOVERY (1965)
 HF0989
 HF0989'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HF0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0990 ***********************************************************************
 HF0990  DESIGNATION -  KRASE RM 2
 HF0990  PID         -  HF0990
 HF0990  STATE/COUNTY-  KS/KINGMAN
 HF0990  USGS QUAD   -  MURDOCK (1965)
 HF0990
 HF0990                         *CURRENT SURVEY CONTROL
 HF0990  ___________________________________________________________________
 HF0990* NAD 83(1986)-  37 37 05.     (N)    097 53 59.     (W)     SCALED    
 HF0990* NAVD 88     -       429.711  (meters)    1409.81   (feet)  ADJUSTED  
 HF0990  ___________________________________________________________________
 HF0990  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HF0990  DYNAMIC HT  -         429.364 (meters)    1408.67  (feet)  COMP
 HF0990  MODELED GRAV-     979,809.3   (mgal)                       NAVD 88
 HF0990
 HF0990  VERT ORDER  -  SECOND    CLASS 0
 HF0990
 HF0990.The horizontal coordinates were scaled from a topographic map and have
 HF0990.an estimated accuracy of +/- 6 seconds.
 HF0990
 HF0990.The orthometric height was determined by differential leveling
 HF0990.and adjusted by the National Geodetic Survey in June 1991..
 HF0990
 HF0990.The geoid height was determined by GEOID03.
 HF0990
 HF0990.The dynamic height is computed by dividing the NAVD 88
 HF0990.geopotential number by the normal gravity value computed on the
 HF0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0990.degrees latitude (g = 980.6199 gals.).
 HF0990
 HF0990.The modeled gravity was interpolated from observed gravity values.
 HF0990
 HF0990;                    North         East    Units  Estimated Accuracy
 HF0990;SPC KS S     -   505,760.      452,990.      MT  (+/- 180 meters Scaled)
 HF0990
 HF0990                          SUPERSEDED SURVEY CONTROL
 HF0990
 HF0990  NGVD 29 (??/??/92)  429.563  (m)         1409.32   (f) ADJ UNCH    2 0
 HF0990
 HF0990.Superseded values are not recommended for survey control.
 HF0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0990.See file dsdata.txt to determine how the superseded data were derived.
 HF0990
 HF0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG971640(NAD 83)
 HF0990_MARKER: DR = REFERENCE MARK DISK
 HF0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0990_STAMPING: KRASE NO 2 1962
 HF0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0990+STABILITY: SURFACE MOTION
 HF0990
 HF0990  HISTORY     - Date     Condition        Report By
 HF0990  HISTORY     - 1962     MONUMENTED       CGS
 HF0990  HISTORY     - 1965     GOOD             USGS
 HF0990
 HF0990                          STATION DESCRIPTION
 HF0990
 HF0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0990'7.1 MI W FROM CHENEY.
 HF0990'0.6 MILE SOUTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0990'CHENEY, THENCE 6.5 MILES WEST ALONG A BLACKTOP ROAD, 108.2 FEET
 HF0990'SOUTHEAST OF KRASE 1962, 34 FEET EAST OF THE CENTER OF A DIRT
 HF0990'ROAD, 1.5 FEET NORTH OF A POWER POLE, SET IN TOP OF A SQUARE CONCRETE
 HF0990'POST PROJECTING 2 INCHES ABOVE GROUND.
 HF0990
 HF0990                          STATION RECOVERY (1965)
 HF0990
 HF0990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HF0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1002 ***********************************************************************
 HG1002  DESIGNATION -  KREGER
 HG1002  PID         -  HG1002
 HG1002  STATE/COUNTY-  KS/EDWARDS
 HG1002  USGS QUAD   -  OFFERLE SE (1984)
 HG1002
 HG1002                         *CURRENT SURVEY CONTROL
 HG1002  ___________________________________________________________________
 HG1002* NAD 83(1997)-  37 51 17.56531(N)    099 30 54.53049(W)     ADJUSTED  
 HG1002* NAVD 88     -       697.3    (meters)    2288.     (feet)  VERTCON   
 HG1002  ___________________________________________________________________
 HG1002  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 HG1002  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 HG1002
 HG1002  HORZ ORDER  -  SECOND
 HG1002  VERT ORDER  -  THIRD ? (See Below)
 HG1002
 HG1002.The horizontal coordinates were established by classical geodetic methods
 HG1002.and adjusted by the National Geodetic Survey in October 1998..
 HG1002
 HG1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG1002.The vertical order pertains to the NGVD 29 superseded value.
 HG1002
 HG1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1002
 HG1002.The geoid height was determined by GEOID03.
 HG1002
 HG1002;                    North         East     Units Scale Factor Converg.
 HG1002;SPC KS S     -   532,359.667   310,669.127   MT  0.99993652   -0 37 25.8
 HG1002;UTM  14      - 4,189,838.792   454,682.303   MT  0.99962529   -0 18 58.1
 HG1002
 HG1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG1002!SPC KS S     -   0.99989470  x   0.99993652  =   0.99983123
 HG1002!UTM  14      -   0.99989470  x   0.99962529  =   0.99952003
 HG1002
 HG1002:                Primary Azimuth Mark                     Grid Az
 HG1002:SPC KS S     -  KINSLEY MUNICIPAL STANDPIPE              048 52 13.9
 HG1002:UTM  14      -  KINSLEY MUNICIPAL STANDPIPE              048 33 46.2
 HG1002
 HG1002|---------------------------------------------------------------------|
 HG1002| PID    Reference Object                     Distance      Geod. Az  |
 HG1002|                                                           dddmmss.s |
 HG1002| HG0931 KINSLEY MUNICIPAL STANDPIPE         APPROX.11.4 KM 0481448.1 |
 HG1002| HG0933 KINSLEY CO OP GRAIN ELEVATOR        APPROX.12.0 KM 0491726.3 |
 HG1002| CK9212 KREGER RM 1                          16.773 METERS 08615     |
 HG1002| CK9211 KREGER AZ MK                                       0951238.3 |
 HG1002| CK9213 KREGER RM 2                          20.117 METERS 16748     |
 HG1002| HG1001 OFFERLE MICROWAVE KAP 38            APPROX. 4.9 KM 3110536.2 |
 HG1002|---------------------------------------------------------------------|
 HG1002
 HG1002                          SUPERSEDED SURVEY CONTROL
 HG1002
 HG1002  NAD 83(1997)-  37 51 17.57316(N)    099 30 54.53015(W) AD(       ) 2
 HG1002  NAD 83(1986)-  37 51 17.57076(N)    099 30 54.52891(W) AD(       ) 2
 HG1002  NAD 27      -  37 51 17.50713(N)    099 30 53.09692(W) AD(       ) 2
 HG1002  NGVD 29 (07/19/86)  697.0    (m)         2287.     (f) LEVELING    3  
 HG1002
 HG1002.Superseded values are not recommended for survey control.
 HG1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1002.See file dsdata.txt to determine how the superseded data were derived.
 HG1002
 HG1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5468289839(NAD 83)
 HG1002_MARKER: DS = TRIANGULATION STATION DISK
 HG1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG1002
 HG1002  HISTORY     - Date     Condition        Report By
 HG1002  HISTORY     - 1962     MONUMENTED       CGS
 HG1002  HISTORY     - 1964     GOOD             CGS
 HG1002
 HG1002                          STATION DESCRIPTION
 HG1002
 HG1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HWK)
 HG1002'THE STATION IS APPROXIMATELY 7-1/4 MILES SOUTHWEST OF KINSLEY, 3-1/4
 HG1002'MILES SOUTHEAST OF OFFERLE, IN THE SOUTHEAST QUARTER OF SECTION 21,
 HG1002'T 25 S, R 20 W, AND ON PROPERTY OWNED BY MR. E. KREGER, WHO LIVES
 HG1002'IN OFFERLE.
 HG1002'
 HG1002'TO REACH THE STATION FROM THE POST OFFICE IN OFFERLE, GO SOUTH ON THE
 HG1002'GRAVELED STREET FOR 0.45 MILE TO A T-INTERSECTION.  TURN LEFT, EAST,
 HG1002'ON A GRAVELED ROAD FOR 0.3 MILE TO A CROSSROAD.  TURN RIGHT, SOUTH,
 HG1002'ON A BLACKTOP ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT, EAST,
 HG1002'ON A GRAVELED ROAD FOR 2.0 MILES TO A HOUSE ON THE RIGHT AND THE
 HG1002'STATION ON THE LEFT, APPROXIMATELY 132 FEET NORTHWEST OF THE CENTER
 HG1002'OF A CROSSROAD.
 HG1002'
 HG1002'STATION MARKS ARE STANDARD DISKS STAMPED KREGER 1961.  THE SURFACE
 HG1002'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG1002'GROUND.  IT IS 132 FEET NORTHWEST OF THE CENTER OF THE CROSSROAD,
 HG1002'99 FEET NORTH OF THE CENTER OF THE ROAD, 84.5 FEET WEST OF THE
 HG1002'CENTER OF THE ROAD AND 65.5 FEET NORTH OF A METAL WITNESS POST.
 HG1002'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HG1002'42 INCHES BELOW THE SURFACE OF THE GROUND.
 HG1002'
 HG1002'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KREGER NO 1 1961, IS
 HG1002'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HG1002'IT IS 102 FEET NORTH OF THE CENTER OF THE CROSSROAD AND 20 FEET WEST
 HG1002'OF THE CENTER OF THE ROAD.
 HG1002'
 HG1002'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KREGER NO 2 1961, IS
 HG1002'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HG1002'IT IS 78.5 FEET NORTHWEST OF THE CENTER OF THE CROSSROAD, 32.5 FEET
 HG1002'NORTH OF THE CENTER OF THE ROAD, AND 2 FEET WEST OF THE METAL WITNESS
 HG1002'POST.
 HG1002'
 HG1002'AZIMUTH MARK, A STANDARD DISK STAMPED KREGER 1961, IS SET IN A SQUARE
 HG1002'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 30 FEET SOUTH OF THE
 HG1002'CENTER OF THE ROAD, 5.5 FEET WEST OF THE WEST GATE POST, 2 FEET
 HG1002'WEST OF A METAL WITNESS POST AND 1.5 FEET SOUTH OF A FENCE.
 HG1002'
 HG1002'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED
 HG1002'ROAD FOR 0.25 MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT.
 HG1002'
 HG1002'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HG1002'
 HG1002'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 HG1002
 HG1002                          STATION RECOVERY (1964)
 HG1002
 HG1002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG1002'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 HG1002'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND THE
 HG1002'DIRECTIONS TO THE MARKS WERE VERIFIED.  THE TO REACH IS ENTIRELY
 HG1002'ADEQUATE.
 HG1002'
 HG1002'REFERENCE MARK NO. 1 WAS FOUND TO BE 30 FEET WEST OF THE CENTER OF
 HG1002'THE ROAD INSTEAD OF 20 FEET WEST OF THE CENTER OF THE ROAD AS IN THE
 HG1002'1962 DESCRIPTION.  ALL OTHER PARTS OF THE DESCRIPTION WERE VERIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0752 ***********************************************************************
 KG0752  DESIGNATION -  KROEGER RESET
 KG0752  PID         -  KG0752
 KG0752  STATE/COUNTY-  KS/ELLIS
 KG0752  USGS QUAD   -  PLAINVILLE SW (1978)
 KG0752
 KG0752                         *CURRENT SURVEY CONTROL
 KG0752  ___________________________________________________________________
 KG0752* NAD 83(1997)-  39 00 46.10592(N)    099 28 58.62726(W)     ADJUSTED  
 KG0752* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 KG0752  ___________________________________________________________________
 KG0752  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 KG0752  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 KG0752
 KG0752  HORZ ORDER  -  SECOND
 KG0752
 KG0752.The horizontal coordinates were established by classical geodetic methods
 KG0752.and adjusted by the National Geodetic Survey in October 1998..
 KG0752
 KG0752.The orthometric height was scaled from a topographic map.
 KG0752
 KG0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0752
 KG0752.The geoid height was determined by GEOID03.
 KG0752
 KG0752;                    North         East     Units Scale Factor Converg.
 KG0752;SPC KS N     -    76,480.491   271,570.543   MT  0.99996542   -0 56 17.8
 KG0752;UTM  14      - 4,318,308.744   458,187.774   MT  0.99962153   -0 18 14.5
 KG0752
 KG0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0752!SPC KS N     -   0.99989641  x   0.99996542  =   0.99986184
 KG0752!UTM  14      -   0.99989641  x   0.99962153  =   0.99951798
 KG0752
 KG0752|---------------------------------------------------------------------|
 KG0752| PID    Reference Object                     Distance      Geod. Az  |
 KG0752|                                                           dddmmss.s |
 KG0752| AI1619 KROEGER RM 1                         21.129 METERS 03039     |
 KG0752| AI1620 KROEGER RM 2                         22.618 METERS 15246     |
 KG0752| AI1621 KROEGER AZ MK                                      1810141.4 |
 KG0752| JG0931 ELLIS ST MARYS CATHOLIC CHURCH      APPROX.10.2 KM 2191753.3 |
 KG0752|---------------------------------------------------------------------|
 KG0752
 KG0752                          SUPERSEDED SURVEY CONTROL
 KG0752
 KG0752  NAD 83(1986)-  39 00 46.11253(N)    099 28 58.62732(W) AD(       ) 2
 KG0752  NAD 27      -  39 00 46.07600(N)    099 28 57.23600(W) AD(       ) 2
 KG0752
 KG0752.Superseded values are not recommended for survey control.
 KG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0752.See file dsdata.txt to determine how the superseded data were derived.
 KG0752
 KG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ5818818309(NAD 83)
 KG0752_MARKER: DS = TRIANGULATION STATION DISK
 KG0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0752_STAMPING: KROEGER 1950 1984
 KG0752_MARK LOGO: NGS   
 KG0752_PROJECTION: RECESSED 30 CENTIMETERS
 KG0752_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0752
 KG0752  HISTORY     - Date     Condition        Report By
 KG0752  HISTORY     - 1984     MONUMENTED       NGS
 KG0752
 KG0752                          STATION DESCRIPTION
 KG0752
 KG0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KG0752'THE SURFACE STATION MARK WAS RECOVERED BUT WAS DISTURBED, APPARENTLY
 KG0752'HAVING BEEN STRUCK BY FARM EQUIPMENT.  REFERENCE MARK 1, 2 AND THE
 KG0752'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WILL
 KG0752'BE DESTROYED BY ROAD CONSTRUCTION, THEREFORE AN AZIMUTH MARK 2 WAS
 KG0752'ESTABLISHED.  THE SURFACE MARK WAS ALSO REMOVED AND A NEW MARK SET
 KG0752'DIRECTLY OVER THE UNDERGROUND.  THE NEW STATION MARK WAS RECESSED 30
 KG0752'CM AT THE REQUEST OF THE PROPERTY OWNER.  THE DISTANT TO REFERENCE
 KG0752'MARK 1 WAS 0.018 M (0.059 FT) LONGER THAN 1950 DATA AND THE DIRECTION
 KG0752'TO THE MARK WAS 3 MINUTES, 4 SECONDS SMALLER.  THE DISTANCE TO
 KG0752'REFERENCE MARK 2 WAS 0.012 M (0.039 FT) LONGER AND THE DIRECTION WAS 2
 KG0752'MINUTES, 7 SECONDS LARGER.  THE MARKS WERE SOLID IN THE GROUND.  A
 KG0752'CHECK ANGLE WAS OBTAINED TO A DISTANT LANDMARK.  THE AZIMUTH DISK WAS
 KG0752'SALVAGED.  DUE TO ROAD CHANGES AND THE ABOVE CHANGES IN MONUMENTS, A
 KG0752'COMPLETE, NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 20.9
 KG0752'KM (13.00 MI) NORTHWEST OF HAYES, 11.3 KM (7.00 MI) NORTHEAST OF
 KG0752'ELLIS, 8.0 KM (4.95 MI) NORTH OF INTERSTATE HIGHWAY 70, IN THE NE 1/4
 KG0752'SEC 13, T 12 S, R 20 W AND IN A CULTIVATED FIELD ON PROPERTY OWNED BY
 KG0752'ERNEST HAGEN, RURAL ROUTE 3, ELLIS, KS 72637.  TO REACH THE STATION
 KG0752'FROM THE JUNCTION OF U.S HIGHWAY 183 WITH INTERSTATE HIGHWAY 70, AT
 KG0752'THE NORTH EDGE OF HAYES, GO NORTH ON HIGHWAY 183 FOR 11.67 KM (7.25
 KG0752'MI) TO A GRAVELED CROSSROAD.  TURN LEFT AND GO WEST ON A GRADED ROAD
 KG0752'FOR 14.48 KM (9.00 MI) TO A GRAVELED ROAD ON THE RIGHT, A TRACK ROAD
 KG0752'ON THE LEFT AND --KROEGER AZ MK 2--IN THE SOUTHWEST ANGLE OF THE
 KG0752'INTERSECTION.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 1.05
 KG0752'KM (0.65 MI) TO THE END OF THE ROAD AT A DRIVEWAY LEADING RIGHT AND
 KG0752'EAST.  CONTINUE NORTH ON A GRASSY LANE FOR 0.24 KM (0.15 MI) TO TWO
 KG0752'STONE FENCE POSTS ON THE RIGHT AND THE STATION ON THE LEFT, IN THE
 KG0752'EAST EDGE OF A CULTIVATED FIELD AND 0.30 M (0.98 FT) BELOW THE GROUND
 KG0752'SURFACE.  THE STATION  IS A STANDARD NGS DISK STAMPED---KROEGER 1950
 KG0752'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 14 INCHES
 KG0752'(35.6 CM) IN DIAMETER, RECESSED 12 INCHES (30 CM) BELOW THE GROUND.
 KG0752'THE STATION IS LOCATED 12.13 METERS (39.80 FT) WEST SOUTHWEST FROM THE
 KG0752'NORTH 1 OF 2 STONE FENCE POSTS, 11.34 METERS (37.20 FT) WEST NORTHWEST
 KG0752'FROM THE SOUTH 1 OF 2 STONE FENCE POSTS. REFERENCE MARK NO 1 IS A
 KG0752'STANDARD CGS DISK STAMPED---KROEGER NO 1 1950--, SET INTO THE TOP OF A
 KG0752'SQUARE CONCRETE MONUMENT, 8 INCHES (23 CM) IN DIAMETER, RECESSED 2
 KG0752'INCHES (5 CM) BELOW THE GROUND. THE STATION IS LOCATED 12.9 METERS
 KG0752'(42.3 FT) NORTH FROM THE NORTH 1 OF 2 STONE FENCE POSTS, 0.30 METERS
 KG0752'(0.98 FT) EAST FROM A NORTH/SOUTH FENCE, 0.30 METERS (0.98 FT) SOUTH
 KG0752'FROM A WITNESS POST, AND 0.6 METERS (2.0 FT) HIGHER THAN THE STATION.
 KG0752'REFERENCE MARK NO 2, IS A STANDARD CGS DISK STAMPED---KROEGER NO 2
 KG0752'1950---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 8 INCHES (23
 KG0752'CM) IN DIAMETER, RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  THE
 KG0752'STATION IS LOCATED 15.97 METERS (52.39 FT) SOUTH FROM THE SOUTH 1 OF 2
 KG0752'STONE FENCE POSTS, 0.30 METERS (0.98 FT) WEST FROM A NORTH/SOUTH
 KG0752'FENCE, 0.30 METERS (0.98 FT) NORTH FROM A WITNESS POST, AND 0.9 METERS
 KG0752'(3.0 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 2 IS A STANDARD NGS
 KG0752'DISK STAMPED---KROEGER 1950 NO 2 1984---, SET INTO THE TOP OF A ROUND
 KG0752'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 2 INCHES
 KG0752'(5 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 12.2 METERS (40.0 FT)
 KG0752'WEST FROM THE CENTERLINE OF THE TRACK ROAD LEADING SOUTH, 10.1 METERS
 KG0752'(33.1 FT) SOUTH FROM THE CENTERLINE OF THE EAST/WEST COUNTY ROAD, 2.01
 KG0752'METERS (6.59 FT) WEST FROM A POWERLINE POLE, 0.52 METERS (1.71 FT)
 KG0752'EAST FROM A WITNESS POST.  THE DISTANCE BETWEEN THE REFERENCE MARKS
 KG0752'COULD NOT BE MEASURED DUE TO FENCE POSTS ALONG THE LENGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0786 ***********************************************************************
 KH0786  DESIGNATION -  KRUG
 KH0786  PID         -  KH0786
 KH0786  STATE/COUNTY-  KS/THOMAS
 KH0786  USGS QUAD   -  OAKLEY NORTH (1979)
 KH0786
 KH0786                         *CURRENT SURVEY CONTROL
 KH0786  ___________________________________________________________________
 KH0786* NAD 83(1997)-  39 13 19.91232(N)    100 51 57.95080(W)     ADJUSTED  
 KH0786* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 KH0786  ___________________________________________________________________
 KH0786  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 KH0786  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KH0786
 KH0786  HORZ ORDER  -  SECOND
 KH0786
 KH0786.The horizontal coordinates were established by classical geodetic methods
 KH0786.and adjusted by the National Geodetic Survey in October 1998..
 KH0786
 KH0786.The orthometric height was scaled from a topographic map.
 KH0786
 KH0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0786
 KH0786.The geoid height was determined by GEOID03.
 KH0786
 KH0786;                    North         East     Units Scale Factor Converg.
 KH0786;SPC KS N     -   102,590.258   152,550.664   MT  0.99995697   -1 48 48.3
 KH0786;UTM  14      - 4,343,093.692   338,912.196   MT  0.99991952   -1 10 48.9
 KH0786
 KH0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0786!SPC KS N     -   0.99985573  x   0.99995697  =   0.99981270
 KH0786!UTM  14      -   0.99985573  x   0.99991952  =   0.99977526
 KH0786
 KH0786|---------------------------------------------------------------------|
 KH0786| PID    Reference Object                     Distance      Geod. Az  |
 KH0786|                                                           dddmmss.s |
 KH0786| CN9793 KRUG RM 1                            32.690 METERS 06348     |
 KH0786| KH0783 ANGELUS ST PAUL CATH CH CROSS       APPROX.16.0 KM 1022237.1 |
 KH0786| KH0785 OAKLEY MUNICIPAL TANK               APPROX.10.5 KM 1710818.6 |
 KH0786| CN9792 KRUG AZ MK                                         3461510.5 |
 KH0786| CN9794 KRUG RM 2                            14.039 METERS 34942     |
 KH0786|---------------------------------------------------------------------|
 KH0786
 KH0786                          SUPERSEDED SURVEY CONTROL
 KH0786
 KH0786  NAD 83(1986)-  39 13 19.91501(N)    100 51 57.95357(W) AD(       ) 2
 KH0786  NAD 27      -  39 13 19.89200(N)    100 51 56.41600(W) AD(       ) 2
 KH0786
 KH0786.Superseded values are not recommended for survey control.
 KH0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0786.See file dsdata.txt to determine how the superseded data were derived.
 KH0786
 KH0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3891243094(NAD 83)
 KH0786_MARKER: DS = TRIANGULATION STATION DISK
 KH0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0786
 KH0786  HISTORY     - Date     Condition        Report By
 KH0786  HISTORY     - 1950     MONUMENTED       CGS
 KH0786
 KH0786                          STATION DESCRIPTION
 KH0786
 KH0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0786'THE STATION IS LOCATED ABOUT 10 MILES SOUTH FROM HALFORD, ABOUT
 KH0786'7 MILES NORTH OF OAKLEY, AND IS ON LAND OWNED BY MR. JOHN KRUG.
 KH0786'IT IS SITUATED ABOUT 140 YARDS NORTH FROM THE KRUG FARM HOUSE,
 KH0786'46 FEET SOUTH-SOUTHEAST FROM A FENCE CORNER, AND 16 FEET EAST
 KH0786'OF A WITNESS POST THAT IS SET IN THE NORTH-SOUTH FENCE LINE.
 KH0786'IT IS STAMPED KRUG 1950 AND PROJECTS 3 INCHES ABOVE THE SURFACE
 KH0786'OF THE GROUND.
 KH0786'
 KH0786'REFERENCE MARK NO. 1 IS SET IN THE EAST-WEST FENCE LINE.  IT
 KH0786'IS STAMPED KRUG NO 1 1950 AND PROJECTS 3 INCHES.
 KH0786'
 KH0786'REFERENCE MARK NO. 2 IS SET IN THE FENCE LINE, 8 FEET EAST OF
 KH0786'THE FENCE CORNER.  IT IS STAMPED KRUG NO 2 1950 AND PROJECTS
 KH0786'3 INCHES.
 KH0786'
 KH0786'THE AZIMUTH MARK IS LOCATED 47 FEET NORTHWEST FROM THE CENTER
 KH0786'OF A CROSSROAD INTERSECTION, 2.5 FEET SOUTH OF A WITNESS POST,
 KH0786'AND 1 FOOT WEST OF A TELEPHONE POLE.  IT IS STAMPED KRUG 1950
 KH0786'AND PROJECTS 3 INCHES ABOVE THE GROUND.
 KH0786'
 KH0786'TO REACH THE STATION FROM THE POST OFFICE IN OAKLEY, GO NORTH
 KH0786'ON U.S. HIGHWAY 83 FOR 7.0 MILES TO A CROSSROAD.  (CONTINUE
 KH0786'NORTH ON THE U.S. HIGHWAYS 83 AND 383 FOR 1.0 MILE TO A CROSSROAD
 KH0786'AND THE AZIMUTH MARK ON THE LEFT) TURN RIGHT AND GO EAST FOR
 KH0786'0.2 MILE TO MR. KRUGS FARM LANE ON THE LEFT, TURN LEFT INTO
 KH0786'LANE (PASSING THE FARM HOUSE ON THE LEFT AND BARNS ON THE RIGHT)
 KH0786'AND GO NORTH FOR 0.1 MILE TO THE FENCE CORNER AND THE STATION
 KH0786'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7065 ***********************************************************************
 DH7065  DESIGNATION -  KST1 A
 DH7065  PID         -  DH7065
 DH7065  STATE/COUNTY-  KS/WABAUNSEE
 DH7065  USGS QUAD   -  MAPLE HILL (1978)
 DH7065
 DH7065                         *CURRENT SURVEY CONTROL
 DH7065  ___________________________________________________________________
 DH7065* NAD 83(1997)-  39 02 41.46638(N)    096 02 21.75513(W)     ADJUSTED  
 DH7065* NAVD 88     -       332.577  (meters)    1091.13   (feet)  ADJUSTED  
 DH7065  ___________________________________________________________________
 DH7065  X           -    -521,896.028 (meters)                     COMP
 DH7065  Y           -  -4,932,895.463 (meters)                     COMP
 DH7065  Z           -   3,996,375.552 (meters)                     COMP
 DH7065  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DH7065  ELLIP HEIGHT-         301.85  (meters)          (02/21/06) GPS OBS
 DH7065  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DH7065  DYNAMIC HT  -         332.358 (meters)    1090.41  (feet)  COMP
 DH7065  MODELED GRAV-     979,959.9   (mgal)                       NAVD 88
 DH7065
 DH7065  HORZ ORDER  -  B
 DH7065  VERT ORDER  -  SECOND    CLASS I
 DH7065  ELLP ORDER  -  FOURTH    CLASS I
 DH7065
 DH7065.This is a reference station for the TOPEKA 1
 DH7065.National Continuously Operating Reference Station (KST1).
 DH7065
 DH7065.The horizontal coordinates were established by GPS observations
 DH7065.and adjusted by the National Geodetic Survey in February 2006..
 DH7065
 DH7065.The orthometric height was determined by differential leveling
 DH7065.and adjusted by the National Geodetic Survey in December 2005..
 DH7065.No vertical observational check was made to the station.
 DH7065
 DH7065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7065
 DH7065.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7065
 DH7065.The ellipsoidal height was determined by GPS observations
 DH7065.and is referenced to NAD 83.
 DH7065
 DH7065.The geoid height was determined by GEOID03.
 DH7065
 DH7065.The dynamic height is computed by dividing the NAVD 88
 DH7065.geopotential number by the normal gravity value computed on the
 DH7065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7065.degrees latitude (g = 980.6199 gals.).
 DH7065
 DH7065.The modeled gravity was interpolated from observed gravity values.
 DH7065
 DH7065;                    North         East     Units Scale Factor Converg.
 DH7065;SPC KS N     -    80,823.538   569,714.996   MT  0.99996327   +1 14 25.9
 DH7065;UTM  14      - 4,325,926.026   756,227.428   MT  1.00040848   +1 51 57.6
 DH7065;UTM  15      - 4,326,151.077   236,955.586   MT  1.00045208   -1 54 56.5
 DH7065
 DH7065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7065!SPC KS N     -   0.99995264  x   0.99996327  =   0.99991592
 DH7065!UTM  14      -   0.99995264  x   1.00040848  =   1.00036110
 DH7065!UTM  15      -   0.99995264  x   1.00045208  =   1.00040470
 DH7065
 DH7065                          SUPERSEDED SURVEY CONTROL
 DH7065
 DH7065  NAVD 88 (02/21/06)  332.58   (m)         1091.1    (f) LEVELING    3  
 DH7065
 DH7065.Superseded values are not recommended for survey control.
 DH7065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7065.See file dsdata.txt to determine how the superseded data were derived.
 DH7065
 DH7065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5622725926(NAD 83)
 DH7065_MARKER: F = FLANGE-ENCASED ROD
 DH7065_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH7065+WITH SETTING: INFORMATION.
 DH7065_STAMPING: KST1 A 2005
 DH7065_MARK LOGO: NGS   
 DH7065_PROJECTION: FLUSH
 DH7065_MAGNETIC: I = MARKER IS A STEEL ROD
 DH7065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7065+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 DH7065_ROD/PIPE-DEPTH: 2.3  meters
 DH7065_SLEEVE-DEPTH  : 0.9 meters
 DH7065
 DH7065  HISTORY     - Date     Condition        Report By
 DH7065  HISTORY     - 20050411 MONUMENTED       NGS
 DH7065
 DH7065                          STATION DESCRIPTION
 DH7065
 DH7065'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 DH7065'23.2 KM WESTERLY ALONG INTERSTATE HIGHWAY 70 FROM THE JUNCTION OF
 DH7065'INTERSTATE HIGHWAY  470 SOUTHBOUND IN TOPEKA, THENCE 0.3 KM WESTERLY
 DH7065'ALONG SAINT MARYS ROAD (EXIT 341),  THENCE 1.6 KM SOUTHERLY ALONG
 DH7065'WINDY HILL ROAD, 68.2 M NORTH OF THE CENTER OF DRY CREEK  ROAD, 8.3 M
 DH7065'SOUTH OF A SIGN (U.S. GOVERNMENT PROPERTY), 6.8 M EAST OF THE CENTER
 DH7065'OF THE  ROAD, 0.3 M WEST OF A WITNESS POST AND FENCE, AND 0.3 M ABOVE
 DH7065'THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 DH7065'5-INCH LOGO CAP.  THE ROAD WAS DRIVEN TO  REFUSAL AND ANCHORED.  THE
 DH7065'MARK IS ON THE ROAD RIGHT-OF-WAY.  THIS IS A CORS SITE  REFERENCE
 DH7065'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7064 ***********************************************************************
 DH7064  DESIGNATION -  KST1 B
 DH7064  PID         -  DH7064
 DH7064  STATE/COUNTY-  KS/WABAUNSEE
 DH7064  USGS QUAD   -  MAPLE HILL (1978)
 DH7064
 DH7064                         *CURRENT SURVEY CONTROL
 DH7064  ___________________________________________________________________
 DH7064* NAD 83(1997)-  39 03 07.28287(N)    096 02 21.48733(W)     ADJUSTED  
 DH7064* NAVD 88     -       330.145  (meters)    1083.15   (feet)  ADJUSTED  
 DH7064  ___________________________________________________________________
 DH7064  X           -    -521,836.655 (meters)                     COMP
 DH7064  Y           -  -4,932,395.483 (meters)                     COMP
 DH7064  Z           -   3,996,992.332 (meters)                     COMP
 DH7064  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DH7064  ELLIP HEIGHT-         299.42  (meters)          (02/21/06) GPS OBS
 DH7064  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 DH7064  DYNAMIC HT  -         329.928 (meters)    1082.44  (feet)  COMP
 DH7064  MODELED GRAV-     979,962.5   (mgal)                       NAVD 88
 DH7064
 DH7064  HORZ ORDER  -  B
 DH7064  VERT ORDER  -  SECOND    CLASS I
 DH7064  ELLP ORDER  -  FOURTH    CLASS I
 DH7064
 DH7064.This is a reference station for the TOPEKA 1
 DH7064.National Continuously Operating Reference Station (KST1).
 DH7064
 DH7064.The horizontal coordinates were established by GPS observations
 DH7064.and adjusted by the National Geodetic Survey in February 2006..
 DH7064
 DH7064.The orthometric height was determined by differential leveling
 DH7064.and adjusted by the National Geodetic Survey in December 2005..
 DH7064.No vertical observational check was made to the station.
 DH7064
 DH7064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7064
 DH7064.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7064
 DH7064.The ellipsoidal height was determined by GPS observations
 DH7064.and is referenced to NAD 83.
 DH7064
 DH7064.The geoid height was determined by GEOID03.
 DH7064
 DH7064.The dynamic height is computed by dividing the NAVD 88
 DH7064.geopotential number by the normal gravity value computed on the
 DH7064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7064.degrees latitude (g = 980.6199 gals.).
 DH7064
 DH7064.The modeled gravity was interpolated from observed gravity values.
 DH7064
 DH7064;                    North         East     Units Scale Factor Converg.
 DH7064;SPC KS N     -    81,619.587   569,704.198   MT  0.99996283   +1 14 26.0
 DH7064;UTM  14      - 4,326,722.264   756,207.930   MT  1.00040836   +1 51 58.8
 DH7064;UTM  15      - 4,326,946.903   236,988.653   MT  1.00045186   -1 54 57.4
 DH7064
 DH7064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7064!SPC KS N     -   0.99995302  x   0.99996283  =   0.99991586
 DH7064!UTM  14      -   0.99995302  x   1.00040836  =   1.00036137
 DH7064!UTM  15      -   0.99995302  x   1.00045186  =   1.00040486
 DH7064
 DH7064                          SUPERSEDED SURVEY CONTROL
 DH7064
 DH7064  NAVD 88 (02/21/06)  330.14   (m)         1083.1    (f) LEVELING    3  
 DH7064
 DH7064.Superseded values are not recommended for survey control.
 DH7064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7064.See file dsdata.txt to determine how the superseded data were derived.
 DH7064
 DH7064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5620826722(NAD 83)
 DH7064_MARKER: F = FLANGE-ENCASED ROD
 DH7064_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH7064_STAMPING: KST1 B 2005
 DH7064_MARK LOGO: NGS   
 DH7064_PROJECTION: FLUSH
 DH7064_MAGNETIC: I = MARKER IS A STEEL ROD
 DH7064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7064+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 DH7064_ROD/PIPE-DEPTH: 3.05 meters
 DH7064_SLEEVE-DEPTH  : 0.9 meters
 DH7064
 DH7064  HISTORY     - Date     Condition        Report By
 DH7064  HISTORY     - 20050411 MONUMENTED       NGS
 DH7064
 DH7064                          STATION DESCRIPTION
 DH7064
 DH7064'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 DH7064'23.2 KM WESTERLY ALONG INTERSTATE HIGHWAY 70 FROM THE JUNCTION OF
 DH7064'INTERSTATE HIGHWAY  470 SOUTHBOUND IN TOPEKA, THENCE 0.3 KM WESTERLY
 DH7064'ALONG SAINT MARYS ROAD (EXIT 341),  THENCE 0.8 KM SOUTHERLY ALONG
 DH7064'WINDY HILL ROAD, 16.6 M NORTH OF THE CENTER OF A GATE AND  ROAD
 DH7064'LEADING TO A TOWER, 13.8 M NORTH-NORTHWEST OF UTILITY POLE NUMBER
 DH7064'T7F73899 T20, 7.3  M EAST OF THE ROAD CENTER, 0.6 M ABOVE THE LEVEL OF
 DH7064'THE ROAD, AND 0.4 M WEST OF A WITNESS  POST AND FENCE.  NOTE--ACCESS
 DH7064'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE MARK  IS ON THE
 DH7064'ROAD RIGHT-OF-WAY.  THIS IS A CORS SITE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0637 ***********************************************************************
 KF0637  DESIGNATION -  KSU
 KF0637  PID         -  KF0637
 KF0637  STATE/COUNTY-  KS/RILEY
 KF0637  USGS QUAD   -  MANHATTAN (1991)
 KF0637
 KF0637                         *CURRENT SURVEY CONTROL
 KF0637  ___________________________________________________________________
 KF0637* NAD 83(1986)-  39 11 17.     (N)    096 34 51.     (W)     SCALED    
 KF0637* NAVD 88     -       324.800  (meters)    1065.61   (feet)  ADJUSTED  
 KF0637  ___________________________________________________________________
 KF0637  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 KF0637  DYNAMIC HT  -         324.585 (meters)    1064.91  (feet)  COMP
 KF0637  MODELED GRAV-     979,957.3   (mgal)                       NAVD 88
 KF0637
 KF0637  VERT ORDER  -  FIRST     CLASS II
 KF0637
 KF0637.The horizontal coordinates were scaled from a topographic map and have
 KF0637.an estimated accuracy of +/- 6 seconds.
 KF0637
 KF0637.The orthometric height was determined by differential leveling
 KF0637.and adjusted by the National Geodetic Survey in June 1991..
 KF0637
 KF0637.The geoid height was determined by GEOID03.
 KF0637
 KF0637.The dynamic height is computed by dividing the NAVD 88
 KF0637.geopotential number by the normal gravity value computed on the
 KF0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0637.degrees latitude (g = 980.6199 gals.).
 KF0637
 KF0637.The modeled gravity was interpolated from observed gravity values.
 KF0637
 KF0637;                    North         East    Units  Estimated Accuracy
 KF0637;SPC KS N     -    95,840.      522,600.      MT  (+/- 180 meters Scaled)
 KF0637
 KF0637                          SUPERSEDED SURVEY CONTROL
 KF0637
 KF0637  NGVD 29 (??/??/92)  324.656  (m)         1065.14   (f) ADJ UNCH    1 2
 KF0637
 KF0637.Superseded values are not recommended for survey control.
 KF0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0637.See file dsdata.txt to determine how the superseded data were derived.
 KF0637
 KF0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ089404(NAD 83)
 KF0637_MARKER: DB = BENCH MARK DISK
 KF0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0637_SP_SET: CONCRETE POST
 KF0637_STAMPING: K S U 1967
 KF0637_MARK LOGO: CGS   
 KF0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0637+STABILITY: SURFACE MOTION
 KF0637
 KF0637  HISTORY     - Date     Condition        Report By
 KF0637  HISTORY     - 1967     MONUMENTED       CGS
 KF0637  HISTORY     - 1968     GOOD             NGS
 KF0637  HISTORY     - 1979     MARK NOT FOUND   USGS
 KF0637  HISTORY     - 1986     GOOD             NGS
 KF0637
 KF0637                          STATION DESCRIPTION
 KF0637
 KF0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 KF0637'AT MANHATTAN.
 KF0637'AT MANHATTAN, ON THE KANSAS STATE UNIVERSITY CAMPUS, 45 FEET
 KF0637'EAST-SOUTHEAST OF THE MOST SOUTHEAST CORNER OF THE FAIRCHILD
 KF0637'BUILDING, 41.5 FEET NORTH OF A PROJECTED LINE OF THE NORTH SIDE
 KF0637'OF A NEW BUILDING, 17 FEET NORTHEAST OF A FIRE HYDRANT, CEMENTED
 KF0637'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 1 INCH BELOW THE
 KF0637'SURFACE OF THE GROUND.  THE CONCRETE POST IS REINFORCED WITH
 KF0637'STEEL RODS AND IS 18 INCHES IN DIAMETER AND 18 FEET IN DEPTH.
 KF0637'THIS POST WAS SET BY THE KANSAS STATE UNIVERSITY ENGINEERS
 KF0637'DEPARTMENT.
 KF0637
 KF0637                          STATION RECOVERY (1979)
 KF0637
 KF0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KF0637'MARK NOT FOUND.
 KF0637
 KF0637                          STATION RECOVERY (1986)
 KF0637
 KF0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1158 ***********************************************************************
 HE1158  DESIGNATION -  KUHEL
 HE1158  PID         -  HE1158
 HE1158  STATE/COUNTY-  KS/CRAWFORD
 HE1158  USGS QUAD   -  HEPLER (1973)
 HE1158
 HE1158                         *CURRENT SURVEY CONTROL
 HE1158  ___________________________________________________________________
 HE1158* NAD 83(1997)-  37 40 28.62185(N)    094 56 19.60813(W)     ADJUSTED  
 HE1158* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 HE1158  ___________________________________________________________________
 HE1158  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HE1158  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 HE1158
 HE1158  HORZ ORDER  -  SECOND
 HE1158
 HE1158.The horizontal coordinates were established by classical geodetic methods
 HE1158.and adjusted by the National Geodetic Survey in October 1998..
 HE1158
 HE1158.The orthometric height was scaled from a topographic map.
 HE1158
 HE1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1158
 HE1158.The geoid height was determined by GEOID03.
 HE1158
 HE1158;                    North         East     Units Scale Factor Converg.
 HE1158;SPC KS S     -   517,865.810   714,073.986   MT  0.99994487   +2 11 18.5
 HE1158;UTM  15      - 4,171,482.499   329,022.613   MT  0.99996008   -1 11 06.8
 HE1158
 HE1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1158!SPC KS S     -   0.99995699  x   0.99994487  =   0.99990186
 HE1158!UTM  15      -   0.99995699  x   0.99996008  =   0.99991707
 HE1158
 HE1158|---------------------------------------------------------------------|
 HE1158| PID    Reference Object                     Distance      Geod. Az  |
 HE1158|                                                           dddmmss.s |
 HE1158| CN6539 KUHEL RM 1                           25.295 METERS 05909     |
 HE1158| CN6538 KUHEL AZ MK                                        0883508.9 |
 HE1158| HE1141 ARCADIA MICROWAVE MAST              APPROX.22.8 KM 0983808.2 |
 HE1158| HE1156 BRAZILTON EMMANUEL LUTH CHURCH      APPROX. 8.1 KM 1782321.0 |
 HE1158| CN6540 KUHEL RM 2                           22.659 METERS 27150     |
 HE1158|---------------------------------------------------------------------|
 HE1158
 HE1158                          SUPERSEDED SURVEY CONTROL
 HE1158
 HE1158  NAD 83(1997)-  37 40 28.62717(N)    094 56 19.60843(W) AD(       ) 2
 HE1158  NAD 83(1986)-  37 40 28.63060(N)    094 56 19.59966(W) AD(       ) 2
 HE1158  NAD 27      -  37 40 28.47192(N)    094 56 18.69700(W) AD(       ) 2
 HE1158
 HE1158.Superseded values are not recommended for survey control.
 HE1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1158.See file dsdata.txt to determine how the superseded data were derived.
 HE1158
 HE1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2902371482(NAD 83)
 HE1158_MARKER: DS = TRIANGULATION STATION DISK
 HE1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1158_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1158
 HE1158  HISTORY     - Date     Condition        Report By
 HE1158  HISTORY     - 1965     MONUMENTED       CGS
 HE1158
 HE1158                          STATION DESCRIPTION
 HE1158
 HE1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1158'THE STATION IS 7 MILES NORTHWEST OF FARLINGTON, 1-1/2 MILES
 HE1158'NORTHEAST OF HEPLER, AT THE CRAWFORD-BOURBON COUNTY LINE,
 HE1158'AT THE FARM HOME OF THE PROPERTY OWNER MR. FRANK KUHEL.
 HE1158'
 HE1158'TO REACH THE STATION FROM THE POST OFFICE IN HEPLER, GO
 HE1158'NORTH ON STATE HIGHWAY 3 FOR 0.9 MILE TO A CROSSROAD AT THE
 HE1158'BOURBON COUNTY LINE.  TURN RIGHT AND GO EAST ON A GRAVEL
 HE1158'ROAD FOR 1.7 MILES TO THE RESIDENCE OF MR. KUHEL AND THE
 HE1158'STATION ON THE RIGHT.
 HE1158'
 HE1158'STATION MARK IS A STANDARD DISK STAMPED KUHEL 1964, SET
 HE1158'IN A ROUND CONCRETE POST 12 INCHES BELOW THE SURFACE OF THE
 HE1158'GROUND.  IT IS 148.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 HE1158'OF HOUSE, 115.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 HE1158'OF A BARN, 87.5 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 HE1158'84 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 43.5
 HE1158'FEET EAST OF A NORTHEAST CORNER FENCE POST, AND 25 FEET SOUTH
 HE1158'OF THE CENTERLINE OF A GRAVEL ROAD.
 HE1158'
 HE1158'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KUHEL NO 1 1964,
 HE1158'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HE1158'PROJECTS 4 INCHES.  IT IS 19 FEET NORTH OF THE CENTERLINE
 HE1158'OF THE GRAVEL ROAD, 2.5 FEET SOUTH OF THE POWER POLE WITH
 HE1158'TRANSFORMER, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 HE1158'
 HE1158'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KUHEL NO 2
 HE1158'1964, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HE1158'PROJECTS 3 INCHES.  IT IS 31 FEET WEST OF THE CORNER FENCE
 HE1158'POST, 23 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL ROAD AND 1
 HE1158'FOOT NORTH OF AN EAST-WEST FENCE.
 HE1158'
 HE1158'AZIMUTH MARK IS A STANDARD DISK STAMPED KUHEL 1964, SET
 HE1158'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 HE1158'6 INCHES.  IT IS 45.5 FEET WEST OF A SOUTHWEST CORNER FENCE
 HE1158'POST, 23 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 2
 HE1158'FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 2 FEET SOUTH OF A
 HE1158'METAL WITNESS POST.
 HE1158'
 HE1158'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 HE1158'GRAVEL ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 HE1158'
 HE1158'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0557 ***********************************************************************
 KH0557  DESIGNATION -  KURTZ
 KH0557  PID         -  KH0557
 KH0557  STATE/COUNTY-  KS/LOGAN
 KH0557  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0557
 KH0557                         *CURRENT SURVEY CONTROL
 KH0557  ___________________________________________________________________
 KH0557* NAD 83(1997)-  39 04 07.36274(N)    100 52 05.28152(W)     ADJUSTED  
 KH0557* NAVD 88     -       934.524  (meters)    3066.02   (feet)  ADJUSTED  
 KH0557  ___________________________________________________________________
 KH0557  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 KH0557  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 KH0557  DYNAMIC HT  -         933.781 (meters)    3063.58  (feet)  COMP
 KH0557  MODELED GRAV-     979,800.6   (mgal)                       NAVD 88
 KH0557
 KH0557  HORZ ORDER  -  SECOND
 KH0557  VERT ORDER  -  FIRST     CLASS II
 KH0557
 KH0557.The horizontal coordinates were established by classical geodetic methods
 KH0557.and adjusted by the National Geodetic Survey in October 1998..
 KH0557
 KH0557.The orthometric height was determined by differential leveling
 KH0557.and adjusted by the National Geodetic Survey in June 1991..
 KH0557
 KH0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0557
 KH0557.The geoid height was determined by GEOID03.
 KH0557
 KH0557.The dynamic height is computed by dividing the NAVD 88
 KH0557.geopotential number by the normal gravity value computed on the
 KH0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0557.degrees latitude (g = 980.6199 gals.).
 KH0557
 KH0557.The modeled gravity was interpolated from observed gravity values.
 KH0557
 KH0557;                    North         East     Units Scale Factor Converg.
 KH0557;SPC KS N     -    85,565.324   151,835.332   MT  0.99996187   -1 48 53.0
 KH0557;UTM  14      - 4,326,062.526   338,385.645   MT  0.99992162   -1 10 39.5
 KH0557
 KH0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0557!SPC KS N     -   0.99985726  x   0.99996187  =   0.99981914
 KH0557!UTM  14      -   0.99985726  x   0.99992162  =   0.99977890
 KH0557
 KH0557:                Primary Azimuth Mark                     Grid Az
 KH0557:SPC KS N     -  OAKLEY ST JOSEPH CATH CH CROSS           014 59 08.5
 KH0557:UTM  14      -  OAKLEY ST JOSEPH CATH CH CROSS           014 20 55.0
 KH0557
 KH0557|---------------------------------------------------------------------|
 KH0557| PID    Reference Object                     Distance      Geod. Az  |
 KH0557|                                                           dddmmss.s |
 KH0557| KH0784 OAKLEY ST JOSEPH CATH CH CROSS      APPROX. 7.1 KM 0131015.5 |
 KH0557| KH0785 OAKLEY MUNICIPAL TANK               APPROX. 6.9 KM 0145935.0 |
 KH0557| KH0783 ANGELUS ST PAUL CATH CH CROSS       APPROX.20.9 KM 0492107.7 |
 KH0557| KH0782 GRINNELL MUNICIPAL TANK             APPROX.21.8 KM 0725735.3 |
 KH0557| CN9801 KURTZ RM 1                           39.072 METERS 26906     |
 KH0557| CN9802 KURTZ RM 2                           80.046 METERS 32843     |
 KH0557| CN9800 KURTZ AZ MK                                        3582316.3 |
 KH0557|---------------------------------------------------------------------|
 KH0557
 KH0557                          SUPERSEDED SURVEY CONTROL
 KH0557
 KH0557  NAD 83(1986)-  39 04 07.36511(N)    100 52 05.28437(W) AD(       ) 2
 KH0557  NAD 27      -  39 04 07.33300(N)    100 52 03.75100(W) AD(       ) 2
 KH0557  NGVD 29 (02/14/92)  934.184  (m)         3064.90   (f) ADJUSTED    1 2
 KH0557
 KH0557.Superseded values are not recommended for survey control.
 KH0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0557.See file dsdata.txt to determine how the superseded data were derived.
 KH0557
 KH0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3838626063(NAD 83)
 KH0557_MARKER: DS = TRIANGULATION STATION DISK
 KH0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0557_SP_SET: CONCRETE POST
 KH0557_STAMPING: KURTZ 1950
 KH0557_MARK LOGO: CGS   
 KH0557_PROJECTION: PROJECTING 5 CENTIMETERS
 KH0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0557+STABILITY: SURFACE MOTION
 KH0557
 KH0557  HISTORY     - Date     Condition        Report By
 KH0557  HISTORY     - 1950     MONUMENTED       CGS
 KH0557  HISTORY     - 1986     GOOD             NGS
 KH0557
 KH0557                          STATION DESCRIPTION
 KH0557
 KH0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0557'THE STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF OAKLEY AND
 KH0557'1.0 MILE WEST OF U.S. HIGHWAY 83.  IT IS SET IN AN EAST-WEST
 KH0557'FENCE LINE, 158 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD
 KH0557'AND 2.5 FEET WEST OF A WITNESS POST.  IT IS STAMPED KURTZ 1950
 KH0557'AND PROJECTS 3 INCHES.
 KH0557'
 KH0557'REFERENCE MARK NO. 1 IS IN THE NORTHWEST CORNER OF A CULTIVATED
 KH0557'FIELD, 30 FEET EAST OF THE CENTER OF ROAD, 10 FEET EAST OF A
 KH0557'FENCE CORNER AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT
 KH0557'IS STAMPED KURTZ NO 1 1950 AND PROJECTS 3 INCHES.
 KH0557'
 KH0557'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE, 30
 KH0557'FEET EAST OF THE CENTER OF ROAD.  IT IS STAMPED KURTZ NO 2
 KH0557'1950 AND PROJECTS 5 INCHES.
 KH0557'
 KH0557'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 226.58 FEET.
 KH0557'
 KH0557'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 36 FEET WEST OF
 KH0557'THE CENTER OF ROAD, 1 FOOT SOUTH OF A WITNESS POST AND 1
 KH0557'FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED KURTZ 1950
 KH0557'AND PROJECTS 5 INCHES.
 KH0557'
 KH0557'TO REACH THE STATION FROM THE POST OFFICE IN OAKLEY, GO SOUTH,
 KH0557'EAST AND SOUTH ON U.S. HIGHWAY 83 FOR 0.7 MILE TO JUNCTION WITH
 KH0557'U.S. HIGHWAY 40, CONTINUE SOUTH ON U.S. HIGHWAY 83 FOR 4.0
 KH0557'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON DIRT ROAD FOR
 KH0557'0.5 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH ON DIRT ROAD
 KH0557'FOR 1.0 MILE TO A FENCE CORNER ON RIGHT AND STATION JUST
 KH0557'EAST AS DESCRIBED.  (CONTINUE NORTH FOR 0.95 MILE TO AZIMUTH
 KH0557'MARK ON LEFT AS DESCRIBED.)
 KH0557'
 KH0557'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KH0557
 KH0557                          STATION RECOVERY (1986)
 KH0557
 KH0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0557'8.7 KM (5.4 MI) SOUTH FROM OAKLEY.
 KH0557'6.34 KM (3.96 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 KH0557'HIGHWAY 40 AT OAKLEY, THENCE 1.58 KM (1.0 MI) WEST ALONG A DIRT ROAD,
 KH0557'THENCE 0.78 KM (0.5 MI) NORTH ALONG A DIRT ROAD, 52.1 METERS (171 FT)
 KH0557'EAST OF THE CENTER OF THE ROAD, 42.5 METERS (139.5 FT) EAST OF THE
 KH0557'SOUTHEAST FENCE CORNER FOR A FENCE AROUND A FIELD, 39.0 METERS (128
 KH0557'FT) EAST OF RM 1 AND 0.15 METER (0.5 FT) SOUTH OF A FENCE.
 KH0557'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KH0557'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0537 ***********************************************************************
 KH0537  DESIGNATION -  L 100
 KH0537  PID         -  KH0537
 KH0537  STATE/COUNTY-  KS/CHEYENNE
 KH0537  USGS QUAD   -  BIRD CITY SOUTH SW (1981)
 KH0537
 KH0537                         *CURRENT SURVEY CONTROL
 KH0537  ___________________________________________________________________
 KH0537* NAD 83(1986)-  39 35 51.     (N)    101 42 47.     (W)     SCALED    
 KH0537* NAVD 88     -      1086.719  (meters)    3565.34   (feet)  ADJUSTED  
 KH0537  ___________________________________________________________________
 KH0537  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 KH0537  DYNAMIC HT  -        1085.846 (meters)    3562.48  (feet)  COMP
 KH0537  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 KH0537
 KH0537  VERT ORDER  -  SECOND    CLASS 0
 KH0537
 KH0537.The horizontal coordinates were scaled from a topographic map and have
 KH0537.an estimated accuracy of +/- 6 seconds.
 KH0537
 KH0537.The orthometric height was determined by differential leveling
 KH0537.and adjusted by the National Geodetic Survey in June 1991..
 KH0537
 KH0537.The geoid height was determined by GEOID03.
 KH0537
 KH0537.The dynamic height is computed by dividing the NAVD 88
 KH0537.geopotential number by the normal gravity value computed on the
 KH0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0537.degrees latitude (g = 980.6199 gals.).
 KH0537
 KH0537.The modeled gravity was interpolated from observed gravity values.
 KH0537
 KH0537;                    North         East    Units  Estimated Accuracy
 KH0537;SPC KS N     -   146,880.       81,170.      MT  (+/- 180 meters Scaled)
 KH0537
 KH0537                          SUPERSEDED SURVEY CONTROL
 KH0537
 KH0537  NGVD 29 (??/??/92) 1086.274  (m)         3563.88   (f) ADJ UNCH    2 0
 KH0537
 KH0537.Superseded values are not recommended for survey control.
 KH0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0537.See file dsdata.txt to determine how the superseded data were derived.
 KH0537
 KH0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ670866(NAD 83)
 KH0537_MARKER: DB = BENCH MARK DISK
 KH0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0537_STAMPING: L 100 1935
 KH0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0537+STABILITY: SURFACE MOTION
 KH0537
 KH0537  HISTORY     - Date     Condition        Report By
 KH0537  HISTORY     - 1935     MONUMENTED       CGS
 KH0537  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0537
 KH0537                          STATION DESCRIPTION
 KH0537
 KH0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0537'11.5 MI S FROM WHEELER.
 KH0537'11.5 MI. S. OF DEPOT ALONG STATE HWY. 27 AT A CROSS ROAD, 60 FT.
 KH0537'E. OF THE CENTER LINE OF THE HWY., 35 FT. N. OF THE CENTER LINE
 KH0537'OF THE CROSS ROAD, 18 FT. E. OF A FENCE CORNER, AND 4 FT. S. OF
 KH0537'THE FENCE LINE.
 KH0537
 KH0537                          STATION RECOVERY (1975)
 KH0537
 KH0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0369 ***********************************************************************
 JH0369  DESIGNATION -  L 101
 JH0369  PID         -  JH0369
 JH0369  STATE/COUNTY-  KS/WALLACE
 JH0369  USGS QUAD   -  SHARON SPRINGS EAST (1979)
 JH0369
 JH0369                         *CURRENT SURVEY CONTROL
 JH0369  ___________________________________________________________________
 JH0369* NAD 83(1986)-  38 57 35.     (N)    101 44 23.     (W)     SCALED    
 JH0369* NAVD 88     -      1056.236  (meters)    3465.33   (feet)  ADJUSTED  
 JH0369  ___________________________________________________________________
 JH0369  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 JH0369  DYNAMIC HT  -        1055.329 (meters)    3462.36  (feet)  COMP
 JH0369  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 JH0369
 JH0369  VERT ORDER  -  SECOND    CLASS 0
 JH0369
 JH0369.The horizontal coordinates were scaled from a topographic map and have
 JH0369.an estimated accuracy of +/- 6 seconds.
 JH0369
 JH0369.The orthometric height was determined by differential leveling
 JH0369.and adjusted by the National Geodetic Survey in June 1991..
 JH0369
 JH0369.The geoid height was determined by GEOID03.
 JH0369
 JH0369.The dynamic height is computed by dividing the NAVD 88
 JH0369.geopotential number by the normal gravity value computed on the
 JH0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0369.degrees latitude (g = 980.6199 gals.).
 JH0369
 JH0369.The modeled gravity was interpolated from observed gravity values.
 JH0369
 JH0369;                    North         East    Units  Estimated Accuracy
 JH0369;SPC KS N     -    76,230.       75,960.      MT  (+/- 180 meters Scaled)
 JH0369
 JH0369                          SUPERSEDED SURVEY CONTROL
 JH0369
 JH0369  NGVD 29 (??/??/92) 1055.802  (m)         3463.91   (f) ADJ UNCH    2 0
 JH0369
 JH0369.Superseded values are not recommended for survey control.
 JH0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0369.See file dsdata.txt to determine how the superseded data were derived.
 JH0369
 JH0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ626158(NAD 83)
 JH0369_MARKER: DB = BENCH MARK DISK
 JH0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0369_STAMPING: L 101 1935
 JH0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0369+STABILITY: SURFACE MOTION
 JH0369
 JH0369  HISTORY     - Date     Condition        Report By
 JH0369  HISTORY     - 1935     MONUMENTED       CGS
 JH0369  HISTORY     - 1940     GOOD             NGS
 JH0369  HISTORY     - 1942     GOOD             NGS
 JH0369
 JH0369                          STATION DESCRIPTION
 JH0369
 JH0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0369'4.6 MI N FROM SHARON SPRINGS.
 JH0369'TO REACH FROM THE WALLACE COUNTY COURT HOUSE IN SHARON SPRINGS,
 JH0369'PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 27, GO 4.6 MILES.
 JH0369'BENCH MARK IS ON OUTSIDE OF A CURVE IN THE HIGHWAY, AT
 JH0369'INTERSECTION OF THE HIGHWAY WITH AN EAST-WEST SECTION LINE ROAD,
 JH0369'140 YARDS EAST OF THE WEST END OF THE CURVE, 75 YARDS SOUTHEAST
 JH0369'OF CENTER LINE OF THE CURVE IN THE HIGHWAY, 36 FEET NORTH
 JH0369'OF CENTER LINE OF THE EAST-WEST SECTION LINE ROAD, 3.0 FEET
 JH0369'NORTHEAST OF SECTION LINE FENCE CORNER, 2.8 FEET WEST OF A
 JH0369'4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
 JH0369'STD. DISK B M IN CAST-IN PLACE CONCRETE POST PROJECTING 2.0 FEET.
 JH0369
 JH0369                          STATION RECOVERY (1942)
 JH0369
 JH0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0345 ***********************************************************************
 KF0345  DESIGNATION -  L 106
 KF0345  PID         -  KF0345
 KF0345  STATE/COUNTY-  KS/MARSHALL
 KF0345  USGS QUAD   -  OKETO (1966)
 KF0345
 KF0345                         *CURRENT SURVEY CONTROL
 KF0345  ___________________________________________________________________
 KF0345* NAD 83(1986)-  39 59 52.     (N)    096 35 37.     (W)     SCALED    
 KF0345* NAVD 88     -       359.561  (meters)    1179.66   (feet)  ADJUSTED  
 KF0345  ___________________________________________________________________
 KF0345  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 KF0345  DYNAMIC HT  -         359.364 (meters)    1179.01  (feet)  COMP
 KF0345  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 KF0345
 KF0345  VERT ORDER  -  SECOND    CLASS 0
 KF0345
 KF0345.The horizontal coordinates were scaled from a topographic map and have
 KF0345.an estimated accuracy of +/- 6 seconds.
 KF0345
 KF0345.The orthometric height was determined by differential leveling
 KF0345.and adjusted by the National Geodetic Survey in June 1991..
 KF0345
 KF0345.The geoid height was determined by GEOID03.
 KF0345
 KF0345.The dynamic height is computed by dividing the NAVD 88
 KF0345.geopotential number by the normal gravity value computed on the
 KF0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0345.degrees latitude (g = 980.6199 gals.).
 KF0345
 KF0345.The modeled gravity was interpolated from observed gravity values.
 KF0345
 KF0345;                    North         East    Units  Estimated Accuracy
 KF0345;SPC KS N     -   185,720.      520,100.      MT  (+/- 180 meters Scaled)
 KF0345
 KF0345                          SUPERSEDED SURVEY CONTROL
 KF0345
 KF0345  NGVD 29 (??/??/92)  359.453  (m)         1179.31   (f) ADJ UNCH    2 0
 KF0345
 KF0345.Superseded values are not recommended for survey control.
 KF0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0345.See file dsdata.txt to determine how the superseded data were derived.
 KF0345
 KF0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK054302(NAD 83)
 KF0345_MARKER: DB = BENCH MARK DISK
 KF0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0345_SP_SET: CULVERT
 KF0345_STAMPING: L 106 1934
 KF0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0345
 KF0345  HISTORY     - Date     Condition        Report By
 KF0345  HISTORY     - 1934     MONUMENTED       CGS
 KF0345  HISTORY     - 1965     GOOD             NGS
 KF0345
 KF0345                          STATION DESCRIPTION
 KF0345
 KF0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0345'2.6 MI N FROM OKETO.
 KF0345'2.6 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0345'STATION AT OKETO, AT CULVERT 121.80, IN THE TOP OF THE NORTHWEST
 KF0345'CORNER, 18 FEET WEST OF WEST RAIL AND 7 FEET LOWER THAN THE
 KF0345'TRACK.  A STANDARD DISK, STAMPED, L 106 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0556 ***********************************************************************
 KE0556  DESIGNATION -  L 107
 KE0556  PID         -  KE0556
 KE0556  STATE/COUNTY-  KS/BROWN
 KE0556  USGS QUAD   -  EVEREST (1979)
 KE0556
 KE0556                         *CURRENT SURVEY CONTROL
 KE0556  ___________________________________________________________________
 KE0556* NAD 83(1986)-  39 39 44.     (N)    095 27 07.     (W)     SCALED    
 KE0556* NAVD 88     -       333.859  (meters)    1095.34   (feet)  ADJUSTED  
 KE0556  ___________________________________________________________________
 KE0556  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KE0556  DYNAMIC HT  -         333.656 (meters)    1094.67  (feet)  COMP
 KE0556  MODELED GRAV-     980,008.3   (mgal)                       NAVD 88
 KE0556
 KE0556  VERT ORDER  -  SECOND    CLASS 0
 KE0556
 KE0556.The horizontal coordinates were scaled from a topographic map and have
 KE0556.an estimated accuracy of +/- 6 seconds.
 KE0556
 KE0556.The orthometric height was determined by differential leveling
 KE0556.and adjusted by the National Geodetic Survey in June 1991..
 KE0556
 KE0556.The geoid height was determined by GEOID03.
 KE0556
 KE0556.The dynamic height is computed by dividing the NAVD 88
 KE0556.geopotential number by the normal gravity value computed on the
 KE0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0556.degrees latitude (g = 980.6199 gals.).
 KE0556
 KE0556.The modeled gravity was interpolated from observed gravity values.
 KE0556
 KE0556;                    North         East    Units  Estimated Accuracy
 KE0556;SPC KS N     -   150,600.      618,620.      MT  (+/- 180 meters Scaled)
 KE0556
 KE0556                          SUPERSEDED SURVEY CONTROL
 KE0556
 KE0556  NGVD 29 (??/??/92)  333.750  (m)         1094.98   (f) ADJ UNCH    2 0
 KE0556
 KE0556.Superseded values are not recommended for survey control.
 KE0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0556.See file dsdata.txt to determine how the superseded data were derived.
 KE0556
 KE0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD896931(NAD 83)
 KE0556_MARKER: DB = BENCH MARK DISK
 KE0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0556_STAMPING: L 107 1934
 KE0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0556+STABILITY: SURFACE MOTION
 KE0556
 KE0556  HISTORY     - Date     Condition        Report By
 KE0556  HISTORY     - 1934     MONUMENTED       CGS
 KE0556  HISTORY     - 1950     GOOD             NGS
 KE0556  HISTORY     - 20050402 GOOD             GEOCAC
 KE0556
 KE0556                          STATION DESCRIPTION
 KE0556
 KE0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0556'4.6 MI E FROM HORTON.
 KE0556'4.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KE0556'FROM THE CITY HALL AT HORTON, BROWN COUNTY, AT A ROAD CROSSING,
 KE0556'75 FEET SOUTH OF THE SOUTH RAIL, 25 FEET WEST OF THE CENTERLINE
 KE0556'OF THE ROAD, 21 FEET NORTH OF A FENCE CORNER, AND 2 FEET WEST
 KE0556'OF THE PROPERTY-LINE FENCE.  A STANDARD DISK, STAMPED L 107 1934
 KE0556'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 KE0556'GROUND.
 KE0556
 KE0556                          STATION RECOVERY (2005)
 KE0556
 KE0556'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0556'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD HAS BEEN REMOVED.  A
 KE0556'CARSONITE WITNESS POST IS LOCATED TO THE SOUTH OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0985 ***********************************************************************
 KE0985  DESIGNATION -  L 109
 KE0985  PID         -  KE0985
 KE0985  STATE/COUNTY-  KS/NEMAHA
 KE0985  USGS QUAD   -  ONEIDA (1961)
 KE0985
 KE0985                         *CURRENT SURVEY CONTROL
 KE0985  ___________________________________________________________________
 KE0985* NAD 83(1986)-  39 51 01.     (N)    095 58 38.     (W)     SCALED    
 KE0985* NAVD 88     -       354.459  (meters)    1162.92   (feet)  ADJUSTED  
 KE0985  ___________________________________________________________________
 KE0985  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 KE0985  DYNAMIC HT  -         354.251 (meters)    1162.24  (feet)  COMP
 KE0985  MODELED GRAV-     980,028.2   (mgal)                       NAVD 88
 KE0985
 KE0985  VERT ORDER  -  SECOND    CLASS 0
 KE0985
 KE0985.The horizontal coordinates were scaled from a topographic map and have
 KE0985.an estimated accuracy of +/- 6 seconds.
 KE0985
 KE0985.The orthometric height was determined by differential leveling
 KE0985.and adjusted by the National Geodetic Survey in June 1991..
 KE0985
 KE0985.The geoid height was determined by GEOID03.
 KE0985
 KE0985.The dynamic height is computed by dividing the NAVD 88
 KE0985.geopotential number by the normal gravity value computed on the
 KE0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0985.degrees latitude (g = 980.6199 gals.).
 KE0985
 KE0985.The modeled gravity was interpolated from observed gravity values.
 KE0985
 KE0985;                    North         East    Units  Estimated Accuracy
 KE0985;SPC KS N     -   170,340.      573,100.      MT  (+/- 180 meters Scaled)
 KE0985
 KE0985                          SUPERSEDED SURVEY CONTROL
 KE0985
 KE0985  NGVD 29 (??/??/92)  354.348  (m)         1162.56   (f) ADJ UNCH    2 0
 KE0985
 KE0985.Superseded values are not recommended for survey control.
 KE0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0985.See file dsdata.txt to determine how the superseded data were derived.
 KE0985
 KE0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE452153(NAD 83)
 KE0985_MARKER: DB = BENCH MARK DISK
 KE0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0985_STAMPING: L 109 1934
 KE0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0985+STABILITY: SURFACE MOTION
 KE0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0985+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 KE0985
 KE0985  HISTORY     - Date     Condition        Report By
 KE0985  HISTORY     - 1934     MONUMENTED       CGS
 KE0985  HISTORY     - 1950     GOOD             NGS
 KE0985  HISTORY     - 20050422 GOOD             GEOCAC
 KE0985
 KE0985                          STATION DESCRIPTION
 KE0985
 KE0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0985'2.3 MI W FROM ONEIDA.
 KE0985'2.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KE0985'AT ONEIDA, NEMAHA COUNTY, AT MILEPOST 71, AT THE CROSSING OF A
 KE0985'TRACK ROAD, 45 FEET NORTH OF THE NORTH RAIL, 28 FEET WEST OF THE
 KE0985'CENTER LINE OF THE TRACK ROAD, 4 FEET SOUTHWEST OF A CONCRETE
 KE0985'POST AT A FENCE CORNER, 3 FEET WEST OF THE NORTH-AND-SOUTH FENCE,
 KE0985'2 FEET SOUTH OF THE EAST-AND-WEST FENCE, AND 1 INCH UNDER GROUND.
 KE0985'A STANDARD DISK, STAMPED L 109 1934 AND SET IN THE TOP OF A
 KE0985'CONCRETE POST.
 KE0985
 KE0985                          STATION RECOVERY (2005)
 KE0985
 KE0985'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0985'ADD TO DESCRIPTION.  1 FOOT WEST OF FIBREGALSS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0382 ***********************************************************************
 KG0382  DESIGNATION -  L 11
 KG0382  PID         -  KG0382
 KG0382  STATE/COUNTY-  KS/NORTON
 KG0382  USGS QUAD   -  EDMOND NW (1978)
 KG0382
 KG0382                         *CURRENT SURVEY CONTROL
 KG0382  ___________________________________________________________________
 KG0382* NAD 83(1986)-  39 44 25.     (N)    099 53 21.     (W)     SCALED    
 KG0382* NAVD 88     -       740.265  (meters)    2428.69   (feet)  ADJUSTED  
 KG0382  ___________________________________________________________________
 KG0382  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 KG0382  DYNAMIC HT  -         739.767 (meters)    2427.05  (feet)  COMP
 KG0382  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 KG0382
 KG0382  VERT ORDER  -  FIRST     CLASS II
 KG0382
 KG0382.The horizontal coordinates were scaled from a topographic map and have
 KG0382.an estimated accuracy of +/- 6 seconds.
 KG0382
 KG0382.The orthometric height was determined by differential leveling
 KG0382.and adjusted by the National Geodetic Survey in June 1991..
 KG0382
 KG0382.The geoid height was determined by GEOID03.
 KG0382
 KG0382.The dynamic height is computed by dividing the NAVD 88
 KG0382.geopotential number by the normal gravity value computed on the
 KG0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0382.degrees latitude (g = 980.6199 gals.).
 KG0382
 KG0382.The modeled gravity was interpolated from observed gravity values.
 KG0382
 KG0382;                    North         East    Units  Estimated Accuracy
 KG0382;SPC KS N     -   157,880.      238,080.      MT  (+/- 180 meters Scaled)
 KG0382
 KG0382                          SUPERSEDED SURVEY CONTROL
 KG0382
 KG0382  NGVD 29 (??/??/92)  740.002  (m)         2427.82   (f) ADJ UNCH    1 2
 KG0382
 KG0382.Superseded values are not recommended for survey control.
 KG0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0382.See file dsdata.txt to determine how the superseded data were derived.
 KG0382
 KG0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ238993(NAD 83)
 KG0382_MARKER: DB = BENCH MARK DISK
 KG0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0382_STAMPING: L-11-1933
 KG0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0382+STABILITY: SURFACE MOTION
 KG0382
 KG0382  HISTORY     - Date     Condition        Report By
 KG0382  HISTORY     - 1933     MONUMENTED       CGS
 KG0382
 KG0382                          STATION DESCRIPTION
 KG0382
 KG0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KG0382'6.2 MI S FROM NORTON.
 KG0382'6.20 MILES SOUTH ALONG STATE HY. NO. 21, OF THE COUNTY COURT
 KG0382'HOUSE IN NORTON, 23 FT. SOUTH OF CENTER OF SECTION ROAD RUNNING
 KG0382'EAST OFF OF HIGHWAY, 39 FT. EAST OF CENTER OF HIGHWAY, 12 FT.
 KG0382'EAST OF CORNER OF WIRE FENCE.  STANDARD TABLET SET IN TOP OF
 KG0382'CONCRETE POST 6 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0383 ***********************************************************************
 KG0383  DESIGNATION -  L 11 RESET
 KG0383  PID         -  KG0383
 KG0383  STATE/COUNTY-  KS/NORTON
 KG0383  USGS QUAD   -  EDMOND NW (1978)
 KG0383
 KG0383                         *CURRENT SURVEY CONTROL
 KG0383  ___________________________________________________________________
 KG0383* NAD 83(1986)-  39 44 25.     (N)    099 53 21.     (W)     SCALED    
 KG0383* NAVD 88     -       741.60   (meters)    2433.1    (feet)  RESET     
 KG0383  ___________________________________________________________________
 KG0383  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 KG0383
 KG0383  VERT ORDER  -  THIRD
 KG0383
 KG0383.The horizontal coordinates were scaled from a topographic map and have
 KG0383.an estimated accuracy of +/- 6 seconds.
 KG0383
 KG0383.The orthometric height was computed from unverified reset data.
 KG0383
 KG0383.The geoid height was determined by GEOID03.
 KG0383
 KG0383;                    North         East    Units  Estimated Accuracy
 KG0383;SPC KS N     -   157,880.      238,080.      MT  (+/- 180 meters Scaled)
 KG0383
 KG0383                          SUPERSEDED SURVEY CONTROL
 KG0383
 KG0383.No superseded survey control is available for this station.
 KG0383
 KG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ238993(NAD 83)
 KG0383_MARKER: DB = BENCH MARK DISK
 KG0383_SETTING: 0 = UNSPECIFIED SETTING
 KG0383_STAMPING: L 11 RESET 1935
 KG0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0383
 KG0383  HISTORY     - Date     Condition        Report By
 KG0383  HISTORY     - 1935     MONUMENTED       KSHC
 KG0383  HISTORY     - 1975     MARK NOT FOUND   USGS
 KG0383  HISTORY     - 1986     MARK NOT FOUND   NGS
 KG0383
 KG0383                          STATION DESCRIPTION
 KG0383
 KG0383'DESCRIBED BY KS HIGHWAY COMM 1935
 KG0383'6.1 MI S FROM NORTON.
 KG0383'6.1 MILES SOUTH ALONG OLD STATE HIGHWAY 21 (NOW U.S. HIGHWAY
 KG0383'283) FROM THE COUNTY COURTHOUSE AT NORTON, AT THE INTERSECTION
 KG0383'OF A SECTION-LINE ROAD, 124 FEET EAST AND 50 FEET SOUTH OF THE
 KG0383'NORTHWEST CORNER OF SECTION 2, T 4 S, R 23 W, 43 YARDS EAST OF
 KG0383'THE CENTERLINE OF THE HIGHWAY, AND 18 YARDS SOUTH OF THE
 KG0383'CENTERLINE OF THE SECTION-LINE ROAD.
 KG0383
 KG0383                          STATION RECOVERY (1975)
 KG0383
 KG0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KG0383'MARK NOT FOUND.
 KG0383
 KG0383                          STATION RECOVERY (1986)
 KG0383
 KG0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0383'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0326 ***********************************************************************
 KF0326  DESIGNATION -  L 111
 KF0326  PID         -  KF0326
 KF0326  STATE/COUNTY-  KS/RILEY
 KF0326  USGS QUAD   -  BLUE RAPIDS SW (1983)
 KF0326
 KF0326                         *CURRENT SURVEY CONTROL
 KF0326  ___________________________________________________________________
 KF0326* NAD 83(1986)-  39 31 35.     (N)    096 38 13.     (W)     SCALED    
 KF0326* NAVD 88     -       330.562  (meters)    1084.52   (feet)  ADJUSTED  
 KF0326  ___________________________________________________________________
 KF0326  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 KF0326  DYNAMIC HT  -         330.351 (meters)    1083.83  (feet)  COMP
 KF0326  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 KF0326
 KF0326  VERT ORDER  -  SECOND    CLASS 0
 KF0326
 KF0326.The horizontal coordinates were scaled from a topographic map and have
 KF0326.an estimated accuracy of +/- 6 seconds.
 KF0326
 KF0326.The orthometric height was determined by differential leveling
 KF0326.and adjusted by the National Geodetic Survey in June 1991..
 KF0326
 KF0326.The geoid height was determined by GEOID03.
 KF0326
 KF0326.The dynamic height is computed by dividing the NAVD 88
 KF0326.geopotential number by the normal gravity value computed on the
 KF0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0326.degrees latitude (g = 980.6199 gals.).
 KF0326
 KF0326.The modeled gravity was interpolated from observed gravity values.
 KF0326
 KF0326;                    North         East    Units  Estimated Accuracy
 KF0326;SPC KS N     -   133,330.      517,190.      MT  (+/- 180 meters Scaled)
 KF0326
 KF0326                          SUPERSEDED SURVEY CONTROL
 KF0326
 KF0326  NGVD 29 (??/??/92)  330.436  (m)         1084.11   (f) ADJ UNCH    2 0
 KF0326
 KF0326.Superseded values are not recommended for survey control.
 KF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0326.See file dsdata.txt to determine how the superseded data were derived.
 KF0326
 KF0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ031778(NAD 83)
 KF0326_MARKER: DB = BENCH MARK DISK
 KF0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0326_SP_SET: PILING
 KF0326_STAMPING: L 111 1934
 KF0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0326
 KF0326  HISTORY     - Date     Condition        Report By
 KF0326  HISTORY     - 1934     MONUMENTED       CGS
 KF0326  HISTORY     - 1941     GOOD             USE
 KF0326
 KF0326                          STATION DESCRIPTION
 KF0326
 KF0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0326'AT CLEBURNE.
 KF0326'AT CLEBURNE, RILEY COUNTY, ON THE UNION PACIFIC RAILROAD, 400
 KF0326'FEET EAST OF THE TRACK, AT A HIGHWAY BRIDGE OVER BLUE RIVER,
 KF0326'IN THE TOP OF THE FIRST PIER WEST OF THE RIVER, AND 10 FEET
 KF0326'SOUTH OF THE CENTER LINE OF THE BRIDGE.  A STANDARD DISK, STAMPED
 KF0326'L 111 1934.
 KF0326
 KF0326                          STATION RECOVERY (1941)
 KF0326
 KF0326'RECOVERY NOTE BY US ENGINEERS 1941
 KF0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0302 ***********************************************************************
 KF0302  DESIGNATION -  L 112
 KF0302  PID         -  KF0302
 KF0302  STATE/COUNTY-  KS/WASHINGTON
 KF0302  USGS QUAD   -  GREENLEAF (1983)
 KF0302
 KF0302                         *CURRENT SURVEY CONTROL
 KF0302  ___________________________________________________________________
 KF0302* NAD 83(1986)-  39 44 26.     (N)    096 59 17.     (W)     SCALED    
 KF0302* NAVD 88     -       432.813  (meters)    1419.99   (feet)  ADJUSTED  
 KF0302  ___________________________________________________________________
 KF0302  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 KF0302  DYNAMIC HT  -         432.575 (meters)    1419.21  (feet)  COMP
 KF0302  MODELED GRAV-     980,062.1   (mgal)                       NAVD 88
 KF0302
 KF0302  VERT ORDER  -  SECOND    CLASS 0
 KF0302
 KF0302.The horizontal coordinates were scaled from a topographic map and have
 KF0302.an estimated accuracy of +/- 6 seconds.
 KF0302
 KF0302.The orthometric height was determined by differential leveling
 KF0302.and adjusted by the National Geodetic Survey in June 1991..
 KF0302
 KF0302.The geoid height was determined by GEOID03.
 KF0302
 KF0302.The dynamic height is computed by dividing the NAVD 88
 KF0302.geopotential number by the normal gravity value computed on the
 KF0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0302.degrees latitude (g = 980.6199 gals.).
 KF0302
 KF0302.The modeled gravity was interpolated from observed gravity values.
 KF0302
 KF0302;                    North         East    Units  Estimated Accuracy
 KF0302;SPC KS N     -   156,710.      486,740.      MT  (+/- 180 meters Scaled)
 KF0302
 KF0302                          SUPERSEDED SURVEY CONTROL
 KF0302
 KF0302  NGVD 29 (??/??/92)  432.702  (m)         1419.62   (f) ADJ UNCH    2 0
 KF0302
 KF0302.Superseded values are not recommended for survey control.
 KF0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0302.See file dsdata.txt to determine how the superseded data were derived.
 KF0302
 KF0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK723008(NAD 83)
 KF0302_MARKER: DD = SURVEY DISK
 KF0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0302_STAMPING: L 112 1934
 KF0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0302+STABILITY: SURFACE MOTION
 KF0302
 KF0302  HISTORY     - Date     Condition        Report By
 KF0302  HISTORY     - 1934     MONUMENTED       KSGS
 KF0302  HISTORY     - 1965     GOOD             NGS
 KF0302
 KF0302                          STATION DESCRIPTION
 KF0302
 KF0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0302'1.1 MI NW FROM GREENLEAF.
 KF0302'1.1 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KF0302'STATION AT GREENLEAF, AT A GRAVELED ROAD CROSSING, 48 FEET NORTH
 KF0302'OF THE CENTER OF THE ROAD, 40 FEET SOUTHWEST OF THE SOUTHWEST
 KF0302'RAIL, 16 FEET NORTH OF THE FENCE CORNER, 6 FEET NORTHEAST OF
 KF0302'THE RIGHT-OF-WAY FENCE AND 1 FOOT SOUTH OF A METAL WITNESS POST
 KF0302'AND SIGN.  A STATE SURVEY DISK, STAMPED, L 112 1934 IN THE TOP
 KF0302'OF A CONCRETE POST AND PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0362 ***********************************************************************
 KF0362  DESIGNATION -  L 116
 KF0362  PID         -  KF0362
 KF0362  STATE/COUNTY-  KS/CLAY
 KF0362  USGS QUAD   -  LINN SW (1968)
 KF0362
 KF0362                         *CURRENT SURVEY CONTROL
 KF0362  ___________________________________________________________________
 KF0362* NAD 83(1986)-  39 31 21.     (N)    097 14 19.     (W)     SCALED    
 KF0362* NAVD 88     -       376.759  (meters)    1236.08   (feet)  ADJUSTED  
 KF0362  ___________________________________________________________________
 KF0362  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 KF0362  DYNAMIC HT  -         376.544 (meters)    1235.38  (feet)  COMP
 KF0362  MODELED GRAV-     980,043.8   (mgal)                       NAVD 88
 KF0362
 KF0362  VERT ORDER  -  SECOND    CLASS 0
 KF0362
 KF0362.The horizontal coordinates were scaled from a topographic map and have
 KF0362.an estimated accuracy of +/- 6 seconds.
 KF0362
 KF0362.The orthometric height was determined by differential leveling
 KF0362.and adjusted by the National Geodetic Survey in June 1991..
 KF0362
 KF0362.The geoid height was determined by GEOID03.
 KF0362
 KF0362.The dynamic height is computed by dividing the NAVD 88
 KF0362.geopotential number by the normal gravity value computed on the
 KF0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0362.degrees latitude (g = 980.6199 gals.).
 KF0362
 KF0362.The modeled gravity was interpolated from observed gravity values.
 KF0362
 KF0362;                    North         East    Units  Estimated Accuracy
 KF0362;SPC KS N     -   132,290.      465,470.      MT  (+/- 180 meters Scaled)
 KF0362
 KF0362                          SUPERSEDED SURVEY CONTROL
 KF0362
 KF0362  NGVD 29 (??/??/92)  376.651  (m)         1235.73   (f) ADJ UNCH    2 0
 KF0362
 KF0362.Superseded values are not recommended for survey control.
 KF0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0362.See file dsdata.txt to determine how the superseded data were derived.
 KF0362
 KF0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ513762(NAD 83)
 KF0362_MARKER: DB = BENCH MARK DISK
 KF0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0362_STAMPING: L-116 1934
 KF0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0362+STABILITY: SURFACE MOTION
 KF0362
 KF0362  HISTORY     - Date     Condition        Report By
 KF0362  HISTORY     - 1934     MONUMENTED       CGS
 KF0362  HISTORY     - 1961     MARK NOT FOUND   USGS
 KF0362
 KF0362                          STATION DESCRIPTION
 KF0362
 KF0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0362'3.8 MI S FROM CLIFTON.
 KF0362'3.8 MILES SOUTH OF UNION PACIFIC STATION AT CLIFTON ON UNION
 KF0362'PACIFIC RAILROAD 25 FEET SOUTHWEST CENTER LINE OF TRACKS.  100
 KF0362'FEET NORTHWEST CENTER LINE OF CROSSING, AND IN WEST PROPERTY
 KF0362'LINE.  300 FEET SOUTHEAST OF RAILROAD CULVERT 45.47.
 KF0362
 KF0362                          STATION RECOVERY (1961)
 KF0362
 KF0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KF0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0216 ***********************************************************************
 KF0216  DESIGNATION -  L 117
 KF0216  PID         -  KF0216
 KF0216  STATE/COUNTY-  KS/CLAY
 KF0216  USGS QUAD   -  MILFORD (1991)
 KF0216
 KF0216                         *CURRENT SURVEY CONTROL
 KF0216  ___________________________________________________________________
 KF0216* NAD 83(1986)-  39 12 13.     (N)    096 59 34.     (W)     SCALED    
 KF0216* NAVD 88     -       345.690  (meters)    1134.15   (feet)  ADJUSTED  
 KF0216  ___________________________________________________________________
 KF0216  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 KF0216  DYNAMIC HT  -         345.463 (meters)    1133.41  (feet)  COMP
 KF0216  MODELED GRAV-     979,960.9   (mgal)                       NAVD 88
 KF0216
 KF0216  VERT ORDER  -  SECOND    CLASS 0
 KF0216
 KF0216.The horizontal coordinates were scaled from a topographic map and have
 KF0216.an estimated accuracy of +/- 6 seconds.
 KF0216
 KF0216.The orthometric height was determined by differential leveling
 KF0216.and adjusted by the National Geodetic Survey in June 1991..
 KF0216
 KF0216.The geoid height was determined by GEOID03.
 KF0216
 KF0216.The dynamic height is computed by dividing the NAVD 88
 KF0216.geopotential number by the normal gravity value computed on the
 KF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0216.degrees latitude (g = 980.6199 gals.).
 KF0216
 KF0216.The modeled gravity was interpolated from observed gravity values.
 KF0216
 KF0216;                    North         East    Units  Estimated Accuracy
 KF0216;SPC KS N     -    97,090.      487,000.      MT  (+/- 180 meters Scaled)
 KF0216
 KF0216                          SUPERSEDED SURVEY CONTROL
 KF0216
 KF0216  NGVD 29 (??/??/92)  345.567  (m)         1133.75   (f) ADJ UNCH    2 0
 KF0216
 KF0216.Superseded values are not recommended for survey control.
 KF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0216.See file dsdata.txt to determine how the superseded data were derived.
 KF0216
 KF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ733412(NAD 83)
 KF0216_MARKER: DB = BENCH MARK DISK
 KF0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0216_STAMPING: L-117 1934
 KF0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0216+STABILITY: SURFACE MOTION
 KF0216
 KF0216  HISTORY     - Date     Condition        Report By
 KF0216  HISTORY     - 1934     MONUMENTED       CGS
 KF0216  HISTORY     - 1980     MARK NOT FOUND   USGS
 KF0216
 KF0216                          STATION DESCRIPTION
 KF0216
 KF0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0216'1 MI S FROM WAKEFIELD.
 KF0216'1.0 MILES SOUTH OF U.P. STATION, WAKEFIELD ON UNION PACIFIC
 KF0216'RAILROAD AT A SIGN READING WAKEFIELD ONE MILE.  35 FEET WEST
 KF0216'CENTER LINE OF TRACKS, AND 3 FEET EAST OF WEST PROPERTY LINE.
 KF0216
 KF0216                          STATION RECOVERY (1980)
 KF0216
 KF0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KF0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0215 ***********************************************************************
 KF0215  DESIGNATION -  L 119
 KF0215  PID         -  KF0215
 KF0215  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0215  USGS QUAD   -  OLSBURG (1983)
 KF0215
 KF0215                         *CURRENT SURVEY CONTROL
 KF0215  ___________________________________________________________________
 KF0215* NAD 83(1986)-  39 26 26.     (N)    096 30 34.     (W)     SCALED    
 KF0215* NAVD 88     -       446.098  (meters)    1463.57   (feet)  ADJUSTED  
 KF0215  ___________________________________________________________________
 KF0215  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 KF0215  DYNAMIC HT  -         445.806 (meters)    1462.62  (feet)  COMP
 KF0215  MODELED GRAV-     979,959.0   (mgal)                       NAVD 88
 KF0215
 KF0215  VERT ORDER  -  SECOND    CLASS 0
 KF0215
 KF0215.The horizontal coordinates were scaled from a topographic map and have
 KF0215.an estimated accuracy of +/- 6 seconds.
 KF0215
 KF0215.The orthometric height was determined by differential leveling
 KF0215.and adjusted by the National Geodetic Survey in June 1991..
 KF0215
 KF0215.The geoid height was determined by GEOID03.
 KF0215
 KF0215.The dynamic height is computed by dividing the NAVD 88
 KF0215.geopotential number by the normal gravity value computed on the
 KF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0215.degrees latitude (g = 980.6199 gals.).
 KF0215
 KF0215.The modeled gravity was interpolated from observed gravity values.
 KF0215
 KF0215;                    North         East    Units  Estimated Accuracy
 KF0215;SPC KS N     -   123,970.      528,310.      MT  (+/- 180 meters Scaled)
 KF0215
 KF0215                          SUPERSEDED SURVEY CONTROL
 KF0215
 KF0215  NGVD 29 (??/??/92)  445.969  (m)         1463.15   (f) ADJ UNCH    2 0
 KF0215
 KF0215.Superseded values are not recommended for survey control.
 KF0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0215.See file dsdata.txt to determine how the superseded data were derived.
 KF0215
 KF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ143686(NAD 83)
 KF0215_MARKER: DD = SURVEY DISK
 KF0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0215_STAMPING: L 119 1934
 KF0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0215+STABILITY: SURFACE MOTION
 KF0215
 KF0215  HISTORY     - Date     Condition        Report By
 KF0215  HISTORY     - 1934     MONUMENTED       KSGS
 KF0215  HISTORY     - 1965     GOOD             NGS
 KF0215
 KF0215                          STATION DESCRIPTION
 KF0215
 KF0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0215'AT FOSTORIA.
 KF0215'AT FOSTORIA, ON THE OLD ROADBED OF THE KANSAS CITY, LEAVENWORTH
 KF0215'AND WESTERN RAILROAD.  ABOUT 150 YARDS SOUTHWEST OF THE POST
 KF0215'OFFICE, 380 FEET WEST OF CENTER LINE OF MAIN STREET, 87 FEET
 KF0215'SOUTH-SOUTHEAST OF SOUTHWEST GATE POST OF A METAL GATE, 14
 KF0215'FEET SOUTHWEST OF SOUTHEAST GATE POST OF A WIRE GATE, 4 FEET
 KF0215'NORTH OF A BOX ELDER TREE AND 1 FOOT EAST OF A METAL WITNESS
 KF0215'POST AND SIGN.  A 6 INCH SQUARE CONCRETE POST, STAMPED, L 119
 KF0215'1934 AND PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0325 ***********************************************************************
 KG0325  DESIGNATION -  L 12
 KG0325  PID         -  KG0325
 KG0325  STATE/COUNTY-  KS/TREGO
 KG0325  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0325
 KG0325                         *CURRENT SURVEY CONTROL
 KG0325  ___________________________________________________________________
 KG0325* NAD 83(1986)-  39 02 41.     (N)    099 53 06.     (W)     SCALED    
 KG0325* NAVD 88     -       738.766  (meters)    2423.77   (feet)  ADJUSTED  
 KG0325  ___________________________________________________________________
 KG0325  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 KG0325  DYNAMIC HT  -         738.210 (meters)    2421.94  (feet)  COMP
 KG0325  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 KG0325
 KG0325  VERT ORDER  -  FIRST     CLASS II
 KG0325
 KG0325.The horizontal coordinates were scaled from a topographic map and have
 KG0325.an estimated accuracy of +/- 6 seconds.
 KG0325
 KG0325.The orthometric height was determined by differential leveling
 KG0325.and adjusted by the National Geodetic Survey in June 1991..
 KG0325
 KG0325.The geoid height was determined by GEOID03.
 KG0325
 KG0325.The dynamic height is computed by dividing the NAVD 88
 KG0325.geopotential number by the normal gravity value computed on the
 KG0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0325.degrees latitude (g = 980.6199 gals.).
 KG0325
 KG0325.The modeled gravity was interpolated from observed gravity values.
 KG0325
 KG0325;                    North         East    Units  Estimated Accuracy
 KG0325;SPC KS N     -    80,670.      236,830.      MT  (+/- 180 meters Scaled)
 KG0325
 KG0325                          SUPERSEDED SURVEY CONTROL
 KG0325
 KG0325  NGVD 29 (02/14/92)  738.463  (m)         2422.77   (f) ADJUSTED    1 2
 KG0325
 KG0325.Superseded values are not recommended for survey control.
 KG0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0325.See file dsdata.txt to determine how the superseded data were derived.
 KG0325
 KG0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ234221(NAD 83)
 KG0325_MARKER: DB = BENCH MARK DISK
 KG0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0325_SP_SET: CONCRETE POST
 KG0325_STAMPING: L 12 1933
 KG0325_MARK LOGO: CGS   
 KG0325_PROJECTION: RECESSED 5 CENTIMETERS
 KG0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0325+STABILITY: SURFACE MOTION
 KG0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KG0325+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 KG0325
 KG0325  HISTORY     - Date     Condition        Report By
 KG0325  HISTORY     - 1933     MONUMENTED       CGS
 KG0325  HISTORY     - 1953     GOOD             NGS
 KG0325  HISTORY     - 1986     GOOD             NGS
 KG0325  HISTORY     - 20060512 GOOD             GEOCAC
 KG0325
 KG0325                          STATION DESCRIPTION
 KG0325
 KG0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KG0325'1.3 MI N FROM WAKEENEY.
 KG0325'0.6 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT WAKEENEY,
 KG0325'THENCE 0.05 MILE WEST ALONG HAZEL AVENUE, THENCE 0.75 MILE
 KG0325'NORTH ALONG 4TH STREET, 34 FEET NORTH OF THE NORTH SIDE OF THE
 KG0325'WAKEENEY GOLF COURSE, 31 FEET EAST OF THE CENTERLINE OF 4TH
 KG0325'STREET, 2.4 FEET EAST OF A FENCE, 0.4 FOOT WEST OF A WITNESS
 KG0325'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 KG0325'ABOVE THE GROUND.
 KG0325
 KG0325                          STATION RECOVERY (1986)
 KG0325
 KG0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0325'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.67 KM (1.04
 KG0325'MI) NORTH ALONG MAIN STREET FROM THE JUNCTION OF OLD US HIGHWAY 40 AT
 KG0325'WAKEENEY, THENCE 0.13 KM (0.08 MI) WEST ALONG SUMMIT AVENUE, THENCE
 KG0325'0.94 KM (0.58 MI) NORTH ALONG A DIRT ROAD, 8.8 METERS (29 FT) EAST OF
 KG0325'THE CENTER OF THE ROAD, 10.0 METERS (33 FT) SOUTH OF A T JUNCTION
 KG0325'POWER POLE, 17.5 METERS (57.5 FT) NORTH OF A FENCE T JUNCTION AND 5.4
 KG0325'METERS (18 FT) WEST OF A FENCE.
 KG0325'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KG0325'THE MARK IS 0.5 M ABOVE THE ROAD.
 KG0325
 KG0325                          STATION RECOVERY (2006)
 KG0325
 KG0325'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0325'THE DISK IS 3.9 FEET SOUTH OF A WOOD T-JUNCTION UTILITY POLE, AND ONE
 KG0325'INCH BELOW THE SURFACE.  HANDHELD COORDINATES ARE N39-02-41.10
 KG0325'W099-53-06.78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6014 ***********************************************************************
 AB6014  DESIGNATION -  L 120 RESET
 AB6014  PID         -  AB6014
 AB6014  STATE/COUNTY-  KS/JACKSON
 AB6014  USGS QUAD   -  ONAGA NE (1964)
 AB6014
 AB6014                         *CURRENT SURVEY CONTROL
 AB6014  ___________________________________________________________________
 AB6014* NAD 83(1986)-  39 27 47.     (N)    096 00 29.     (W)     SCALED    
 AB6014* NAVD 88     -       404.09   (meters)    1325.8    (feet)  RESET     
 AB6014  ___________________________________________________________________
 AB6014  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 AB6014
 AB6014  VERT ORDER  -  THIRD
 AB6014
 AB6014.The horizontal coordinates were scaled from a topographic map and have
 AB6014.an estimated accuracy of +/- 6 seconds.
 AB6014
 AB6014.The orthometric height was computed from unverified reset data.
 AB6014
 AB6014.The geoid height was determined by GEOID03.
 AB6014
 AB6014;                    North         East    Units  Estimated Accuracy
 AB6014;SPC KS N     -   127,300.      571,410.      MT  (+/- 180 meters Scaled)
 AB6014
 AB6014                          SUPERSEDED SURVEY CONTROL
 AB6014
 AB6014.No superseded survey control is available for this station.
 AB6014
 AB6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ574724(NAD 83)
 AB6014_MARKER: DD = SURVEY DISK
 AB6014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6014_STAMPING: L 120 RESET 1935
 AB6014_MARK LOGO: KSDT  
 AB6014_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6014+STABILITY: SURFACE MOTION
 AB6014
 AB6014  HISTORY     - Date     Condition        Report By
 AB6014  HISTORY     - 1935     MONUMENTED       KSDT
 AB6014
 AB6014                          STATION DESCRIPTION
 AB6014
 AB6014'DESCRIBED BY KANSAS DEPARTMENT OF TRANSPORTATION 1935
 AB6014'IN JACKSON COUNTY, 10.4 MILES (16.7 KM) EAST ALONG STATE HIGHWAY 16
 AB6014'FROM UNION PACIFIC RAILROAD BRIDGE 37+1 IN ONAGA, POTTAWATOMIE COUNTY,
 AB6014'AT THE JUNCTION OF A ROAD LEADING SOUTH, 60 FEET (18.3 M) NORTH OF THE
 AB6014'CENTERLINE OF THE HIGHWAY, 90 FEET (27.4 M) WEST OF A POLE, 45 FEET
 AB6014'(13.7 M) EAST OF A HEDGEROW, AND 1 FOOT (0.3 M) SOUTH OF A FENCE.  A
 AB6014'STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 AB6014'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0994 ***********************************************************************
 KE0994  DESIGNATION -  L 121
 KE0994  PID         -  KE0994
 KE0994  STATE/COUNTY-  KS/JACKSON
 KE0994  USGS QUAD   -  WHITING (1961)
 KE0994
 KE0994                         *CURRENT SURVEY CONTROL
 KE0994  ___________________________________________________________________
 KE0994* NAD 83(1986)-  39 34 48.     (N)    095 35 00.     (W)     SCALED    
 KE0994* NAVD 88     -       314.336  (meters)    1031.28   (feet)  ADJUSTED  
 KE0994  ___________________________________________________________________
 KE0994  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 KE0994  DYNAMIC HT  -         314.140 (meters)    1030.64  (feet)  COMP
 KE0994  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 KE0994
 KE0994  VERT ORDER  -  SECOND    CLASS 0
 KE0994
 KE0994.The horizontal coordinates were scaled from a topographic map and have
 KE0994.an estimated accuracy of +/- 6 seconds.
 KE0994
 KE0994.The orthometric height was determined by differential leveling
 KE0994.and adjusted by the National Geodetic Survey in June 1991..
 KE0994
 KE0994.The geoid height was determined by GEOID03.
 KE0994
 KE0994.The dynamic height is computed by dividing the NAVD 88
 KE0994.geopotential number by the normal gravity value computed on the
 KE0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0994.degrees latitude (g = 980.6199 gals.).
 KE0994
 KE0994.The modeled gravity was interpolated from observed gravity values.
 KE0994
 KE0994;                    North         East    Units  Estimated Accuracy
 KE0994;SPC KS N     -   141,170.      607,600.      MT  (+/- 180 meters Scaled)
 KE0994
 KE0994                          SUPERSEDED SURVEY CONTROL
 KE0994
 KE0994  NGVD 29 (??/??/92)  314.227  (m)         1030.93   (f) ADJ UNCH    2 0
 KE0994
 KE0994.Superseded values are not recommended for survey control.
 KE0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0994.See file dsdata.txt to determine how the superseded data were derived.
 KE0994
 KE0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD781843(NAD 83)
 KE0994_MARKER: DB = BENCH MARK DISK
 KE0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0994_STAMPING: L 121 1934
 KE0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0994+STABILITY: SURFACE MOTION
 KE0994
 KE0994  HISTORY     - Date     Condition        Report By
 KE0994  HISTORY     - 1934     MONUMENTED       CGS
 KE0994  HISTORY     - 1950     GOOD             NGS
 KE0994
 KE0994                          STATION DESCRIPTION
 KE0994
 KE0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0994'1.7 MI E FROM WHITING.
 KE0994'1.7 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0994'STATION AT WHITING, JACKSON COUNTY, 2-1/2 POLES EAST OF MILEAGE
 KE0994'POLE 359/30, AT A ROAD CROSSING, 47 FEET SOUTH OF THE SOUTH
 KE0994'RAIL, 38 FEET WEST OF THE CENTER LINE OF THE ROAD, 18 FEET
 KE0994'WEST OF A FENCE CORNER, AND 4 FEET NORTH OF THE RIGHT-OF-WAY
 KE0994'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED L 121 1934 AND SET
 KE0994'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0687 ***********************************************************************
 KE0687  DESIGNATION -  L 122
 KE0687  PID         -  KE0687
 KE0687  STATE/COUNTY-  KS/ATCHISON
 KE0687  USGS QUAD   -  NORTONVILLE (1979)
 KE0687
 KE0687                         *CURRENT SURVEY CONTROL
 KE0687  ___________________________________________________________________
 KE0687* NAD 83(1986)-  39 26 30.     (N)    095 18 37.     (W)     SCALED    
 KE0687* NAVD 88     -       334.380  (meters)    1097.05   (feet)  ADJUSTED  
 KE0687  ___________________________________________________________________
 KE0687  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 KE0687  DYNAMIC HT  -         334.169 (meters)    1096.35  (feet)  COMP
 KE0687  MODELED GRAV-     979,987.7   (mgal)                       NAVD 88
 KE0687
 KE0687  VERT ORDER  -  SECOND    CLASS 0
 KE0687
 KE0687.The horizontal coordinates were scaled from a topographic map and have
 KE0687.an estimated accuracy of +/- 6 seconds.
 KE0687
 KE0687.The orthometric height was determined by differential leveling
 KE0687.and adjusted by the National Geodetic Survey in June 1991..
 KE0687
 KE0687.The geoid height was determined by GEOID03.
 KE0687
 KE0687.The dynamic height is computed by dividing the NAVD 88
 KE0687.geopotential number by the normal gravity value computed on the
 KE0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0687.degrees latitude (g = 980.6199 gals.).
 KE0687
 KE0687.The modeled gravity was interpolated from observed gravity values.
 KE0687
 KE0687;                    North         East    Units  Estimated Accuracy
 KE0687;SPC KS N     -   126,480.      631,500.      MT  (+/- 180 meters Scaled)
 KE0687
 KE0687                          SUPERSEDED SURVEY CONTROL
 KE0687
 KE0687  NGVD 29 (??/??/92)  334.266  (m)         1096.67   (f) ADJ UNCH    2 0
 KE0687
 KE0687.Superseded values are not recommended for survey control.
 KE0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0687.See file dsdata.txt to determine how the superseded data were derived.
 KE0687
 KE0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD011683(NAD 83)
 KE0687_MARKER: DD = SURVEY DISK
 KE0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0687_STAMPING: L 122 1934
 KE0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0687+STABILITY: SURFACE MOTION
 KE0687
 KE0687  HISTORY     - Date     Condition        Report By
 KE0687  HISTORY     - 1934     MONUMENTED       KSGS
 KE0687  HISTORY     - 1950     GOOD             NGS
 KE0687
 KE0687                          STATION DESCRIPTION
 KE0687
 KE0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0687'2.1 MI NE FROM NORTONVILLE.
 KE0687'IN ATCHISON COUNTY, 2.1 MILES NORTHEAST ALONG THE ATCHISON,
 KE0687'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT NORTONVILLE,
 KE0687'JEFFERSON COUNTY, AT A ROAD CROSSING, 64 FEET NORTHWEST OF
 KE0687'THE NORTHWEST RAIL, 25 FEET EAST OF THE CENTERLINE OF THE GRAVEL
 KE0687'ROAD, 18 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER, 16 FEET
 KE0687'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 6 FEET EAST OF A
 KE0687'NORTH-AND-SOUTH FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 KE0687'L 122 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0687'8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1030 ***********************************************************************
 JE1030  DESIGNATION -  L 123
 JE1030  PID         -  JE1030
 JE1030  STATE/COUNTY-  KS/DOUGLAS
 JE1030  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1030
 JE1030                         *CURRENT SURVEY CONTROL
 JE1030  ___________________________________________________________________
 JE1030* NAD 83(1986)-  38 58 41.     (N)    095 14 00.     (W)     SCALED    
 JE1030* NAVD 88     -       251.906  (meters)     826.46   (feet)  ADJUSTED  
 JE1030  ___________________________________________________________________
 JE1030  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JE1030  DYNAMIC HT  -         251.741 (meters)     825.92  (feet)  COMP
 JE1030  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 JE1030
 JE1030  VERT ORDER  -  SECOND    CLASS 0
 JE1030
 JE1030.The horizontal coordinates were scaled from a topographic map and have
 JE1030.an estimated accuracy of +/- 6 seconds.
 JE1030
 JE1030.The orthometric height was determined by differential leveling
 JE1030.and adjusted by the National Geodetic Survey in June 1991..
 JE1030
 JE1030.The geoid height was determined by GEOID03.
 JE1030
 JE1030.The dynamic height is computed by dividing the NAVD 88
 JE1030.geopotential number by the normal gravity value computed on the
 JE1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1030.degrees latitude (g = 980.6199 gals.).
 JE1030
 JE1030.The modeled gravity was interpolated from observed gravity values.
 JE1030
 JE1030;                    North         East    Units  Estimated Accuracy
 JE1030;SPC KS N     -    75,230.      639,700.      MT  (+/- 180 meters Scaled)
 JE1030
 JE1030                          SUPERSEDED SURVEY CONTROL
 JE1030
 JE1030  NGVD 29 (??/??/92)  251.826  (m)          826.20   (f) ADJ UNCH    2 0
 JE1030
 JE1030.Superseded values are not recommended for survey control.
 JE1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1030.See file dsdata.txt to determine how the superseded data were derived.
 JE1030
 JE1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD065167(NAD 83)
 JE1030_MARKER: DB = BENCH MARK DISK
 JE1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1030_STAMPING: L 123 1934
 JE1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1030+STABILITY: SURFACE MOTION
 JE1030
 JE1030  HISTORY     - Date     Condition        Report By
 JE1030  HISTORY     - 1934     MONUMENTED       CGS
 JE1030  HISTORY     - 1950     GOOD             NGS
 JE1030
 JE1030                          STATION DESCRIPTION
 JE1030
 JE1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE1030'AT LAWRENCE.
 JE1030'AT LAWRENCE, DOUGLAS COUNTY, ON THE UNION PACIFIC RAILROAD,
 JE1030'200 FEET SOUTHEAST OF THE STATION, 100 FEET SOUTH OF THE
 JE1030'CENTERLINE OF THE TRACK, AT THE POINTED END OF A PARK, 30 FEET
 JE1030'WEST OF THE WATER TANK, 7 FEET SOUTH OF A POLE, AND 6 INCHES
 JE1030'EAST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD
 JE1030'DISK, STAMPED L 123 1934 AND SET IN THE TOP OF A CONCRETE POST
 JE1030'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0591 ***********************************************************************
 HF0591  DESIGNATION -  L 14
 HF0591  PID         -  HF0591
 HF0591  STATE/COUNTY-  KS/SUMNER
 HF0591  USGS QUAD   -  PORTLAND (1965)
 HF0591
 HF0591                         *CURRENT SURVEY CONTROL
 HF0591  ___________________________________________________________________
 HF0591* NAD 83(1986)-  37 04 03.     (N)    097 21 57.     (W)     SCALED    
 HF0591* NAVD 88     -       340.508  (meters)    1117.15   (feet)  ADJUSTED  
 HF0591  ___________________________________________________________________
 HF0591  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HF0591  DYNAMIC HT  -         340.226 (meters)    1116.22  (feet)  COMP
 HF0591  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 HF0591
 HF0591  VERT ORDER  -  FIRST     CLASS II
 HF0591
 HF0591.The horizontal coordinates were scaled from a topographic map and have
 HF0591.an estimated accuracy of +/- 6 seconds.
 HF0591
 HF0591.The orthometric height was determined by differential leveling
 HF0591.and adjusted by the National Geodetic Survey in June 1991..
 HF0591
 HF0591.The geoid height was determined by GEOID03.
 HF0591
 HF0591.The dynamic height is computed by dividing the NAVD 88
 HF0591.geopotential number by the normal gravity value computed on the
 HF0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0591.degrees latitude (g = 980.6199 gals.).
 HF0591
 HF0591.The modeled gravity was interpolated from observed gravity values.
 HF0591
 HF0591;                    North         East    Units  Estimated Accuracy
 HF0591;SPC KS S     -   445,100.      500,870.      MT  (+/- 180 meters Scaled)
 HF0591
 HF0591                          SUPERSEDED SURVEY CONTROL
 HF0591
 HF0591  NGVD 29 (??/??/92)  340.396  (m)         1116.78   (f) ADJ UNCH    1 2
 HF0591
 HF0591.Superseded values are not recommended for survey control.
 HF0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0591.See file dsdata.txt to determine how the superseded data were derived.
 HF0591
 HF0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG452036(NAD 83)
 HF0591_MARKER: DB = BENCH MARK DISK
 HF0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0591_STAMPING: L 14 1933
 HF0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0591+STABILITY: SURFACE MOTION
 HF0591
 HF0591  HISTORY     - Date     Condition        Report By
 HF0591  HISTORY     - 1933     MONUMENTED       CGS
 HF0591
 HF0591                          STATION DESCRIPTION
 HF0591
 HF0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0591'2.5 MI NE FROM SOUTH HAVEN.
 HF0591'ABOUT 2.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HF0591'FE RAILWAY FROM SOUTH HAVEN, SUMNER COUNTY, ABOUT 1.0 MILE
 HF0591'NORTHEAST OF THE GRADE CROSSING OF U.S. HIGHWAY 166, AT MILEAGE
 HF0591'18.75, ABOUT 10 RAILS WEST OF A GRADE CROSSING, ABOUT 6 RAILS
 HF0591'EAST OF BRIDGE 18 D, 49 FEET SOUTH OF THE CENTER LINE OF THE
 HF0591'TRACK, AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 HF0591'L 14 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1497 ***********************************************************************
 HF1497  DESIGNATION -  L 14 RESET
 HF1497  PID         -  HF1497
 HF1497  STATE/COUNTY-  KS/SUMNER
 HF1497  USGS QUAD   -  PORTLAND (1965)
 HF1497
 HF1497                         *CURRENT SURVEY CONTROL
 HF1497  ___________________________________________________________________
 HF1497* NAD 83(1986)-  37 04 03.     (N)    097 21 57.     (W)     SCALED    
 HF1497* NAVD 88     -       338.33   (meters)    1110.0    (feet)  RESET     
 HF1497  ___________________________________________________________________
 HF1497  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HF1497
 HF1497  VERT ORDER  -  THIRD
 HF1497
 HF1497.The horizontal coordinates were scaled from a topographic map and have
 HF1497.an estimated accuracy of +/- 6 seconds.
 HF1497
 HF1497.The orthometric height was computed from unverified reset data.
 HF1497
 HF1497.The geoid height was determined by GEOID03.
 HF1497
 HF1497;                    North         East    Units  Estimated Accuracy
 HF1497;SPC KS S     -   445,100.      500,870.      MT  (+/- 180 meters Scaled)
 HF1497
 HF1497                          SUPERSEDED SURVEY CONTROL
 HF1497
 HF1497  NGVD 29 (03/09/04)  338.22   (m)         1109.6    (f) RESET       3  
 HF1497
 HF1497.Superseded values are not recommended for survey control.
 HF1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1497.See file dsdata.txt to determine how the superseded data were derived.
 HF1497
 HF1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG452036(NAD 83)
 HF1497_MARKER: DV = VERTICAL CONTROL DISK
 HF1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1497_SP_SET: CONCRETE POST
 HF1497_STAMPING: L 14 RESET 1985
 HF1497_MARK LOGO: NGS   
 HF1497_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1497+STABILITY: SURFACE MOTION
 HF1497
 HF1497  HISTORY     - Date     Condition        Report By
 HF1497  HISTORY     - 1985     MONUMENTED       NGS
 HF1497
 HF1497                          STATION DESCRIPTION
 HF1497
 HF1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HF1497'0.72 KM (0.45 MI) NORTH ALONG U.S. HIGHWAY 811, FROM THE POST OFFICE
 HF1497'IN SOUTH HAVEN, THENCE 3.22 KM (2.00 MI) RIGHT AND EAST ALONG U.S.
 HF1497'HIGHWAY 166, THENCE 1.21 KM (0.75 MI) NORTH ALONG A GRADED DIRT ROAD
 HF1497'TO THE MARK ON THE LEFT, AT THE EAST EDGE OF A GRASSY WATERWAY, ABOUT
 HF1497'137 M (449.5 FT) NORTH OF A CONCRETE TUBE CULVERT AT A JOG IN THE
 HF1497'ROAD, 40.8 M (133.9 FT) WEST FROM THE CENTER LINE OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0189 ***********************************************************************
 HF0189  DESIGNATION -  L 15
 HF0189  PID         -  HF0189
 HF0189  STATE/COUNTY-  KS/COWLEY
 HF0189  USGS QUAD   -  DEXTER (1962)
 HF0189
 HF0189                         *CURRENT SURVEY CONTROL
 HF0189  ___________________________________________________________________
 HF0189* NAD 83(1986)-  37 09 24.     (N)    096 42 01.     (W)     SCALED    
 HF0189* NAVD 88     -       395.055  (meters)    1296.11   (feet)  ADJUSTED  
 HF0189  ___________________________________________________________________
 HF0189  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HF0189  DYNAMIC HT  -         394.721 (meters)    1295.01  (feet)  COMP
 HF0189  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 HF0189
 HF0189  VERT ORDER  -  FIRST     CLASS II
 HF0189
 HF0189.The horizontal coordinates were scaled from a topographic map and have
 HF0189.an estimated accuracy of +/- 6 seconds.
 HF0189
 HF0189.The orthometric height was determined by differential leveling
 HF0189.and adjusted by the National Geodetic Survey in June 1991..
 HF0189
 HF0189.The geoid height was determined by GEOID03.
 HF0189
 HF0189.The dynamic height is computed by dividing the NAVD 88
 HF0189.geopotential number by the normal gravity value computed on the
 HF0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0189.degrees latitude (g = 980.6199 gals.).
 HF0189
 HF0189.The modeled gravity was interpolated from observed gravity values.
 HF0189
 HF0189;                    North         East    Units  Estimated Accuracy
 HF0189;SPC KS S     -   455,930.      559,860.      MT  (+/- 180 meters Scaled)
 HF0189
 HF0189                          SUPERSEDED SURVEY CONTROL
 HF0189
 HF0189  NGVD 29 (??/??/92)  394.915  (m)         1295.65   (f) ADJ UNCH    1 2
 HF0189
 HF0189.Superseded values are not recommended for survey control.
 HF0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0189.See file dsdata.txt to determine how the superseded data were derived.
 HF0189
 HF0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG042147(NAD 83)
 HF0189_MARKER: DB = BENCH MARK DISK
 HF0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0189_STAMPING: L 15 1933
 HF0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0189+STABILITY: SURFACE MOTION
 HF0189
 HF0189  HISTORY     - Date     Condition        Report By
 HF0189  HISTORY     - 1933     MONUMENTED       CGS
 HF0189
 HF0189                          STATION DESCRIPTION
 HF0189
 HF0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0189'4.5 MI NW FROM HOOSER.
 HF0189'ABOUT 4.5 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 HF0189'FROM HOOSER, COWLEY COUNTY, ABOUT 20 POLES NORTHWEST OF
 HF0189'MILEPOST 495, 35 FEET WEST OF THE CENTER LINE OF THE TRACK, AT
 HF0189'A W SIGN, AND 10 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 HF0189'L 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0521 ***********************************************************************
 KH0521  DESIGNATION -  L 150 RESET
 KH0521  PID         -  KH0521
 KH0521  STATE/COUNTY-  KS/CHEYENNE
 KH0521  USGS QUAD   -  ST FRANCIS (1978)
 KH0521
 KH0521                         *CURRENT SURVEY CONTROL
 KH0521  ___________________________________________________________________
 KH0521* NAD 83(1986)-  39 46 59.     (N)    101 48 52.     (W)     SCALED    
 KH0521* NAVD 88     -      1003.81   (meters)    3293.3    (feet)  RESET     
 KH0521  ___________________________________________________________________
 KH0521  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 KH0521
 KH0521  VERT ORDER  -  THIRD
 KH0521
 KH0521.The horizontal coordinates were scaled from a topographic map and have
 KH0521.an estimated accuracy of +/- 6 seconds.
 KH0521
 KH0521.The orthometric height was computed from unverified reset data.
 KH0521
 KH0521.The geoid height was determined by GEOID03.
 KH0521
 KH0521;                    North         East    Units  Estimated Accuracy
 KH0521;SPC KS N     -   167,820.       73,340.      MT  (+/- 180 meters Scaled)
 KH0521
 KH0521                          SUPERSEDED SURVEY CONTROL
 KH0521
 KH0521.No superseded survey control is available for this station.
 KH0521
 KH0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK589074(NAD 83)
 KH0521_MARKER: DB = BENCH MARK DISK
 KH0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0521_STAMPING: L 150 RESET 1940
 KH0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0521+STABILITY: SURFACE MOTION
 KH0521
 KH0521  HISTORY     - Date     Condition        Report By
 KH0521  HISTORY     - 1940     MONUMENTED       CGS
 KH0521
 KH0521                          STATION DESCRIPTION
 KH0521
 KH0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KH0521'1.2 MI N FROM ST FRANCIS.
 KH0521'79.2 FEET WEST NORTHWEST OF BENCH MARK L 150.  A STD DISK STAMPED
 KH0521'L 150 RESET 1940, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0014 ***********************************************************************
 JH0014  DESIGNATION -  L 151 RESET
 JH0014  PID         -  JH0014
 JH0014  STATE/COUNTY-  KS/GOVE
 JH0014  USGS QUAD   -  ORION NE (1972)
 JH0014
 JH0014                         *CURRENT SURVEY CONTROL
 JH0014  ___________________________________________________________________
 JH0014* NAD 83(1986)-  38 54 31.     (N)    100 30 03.     (W)     SCALED    
 JH0014* NAVD 88     -       853.99   (meters)    2801.8    (feet)  RESET     
 JH0014  ___________________________________________________________________
 JH0014  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 JH0014
 JH0014  VERT ORDER  -  THIRD
 JH0014
 JH0014.The horizontal coordinates were scaled from a topographic map and have
 JH0014.an estimated accuracy of +/- 6 seconds.
 JH0014
 JH0014.The orthometric height was computed from unverified reset data.
 JH0014
 JH0014.The geoid height was determined by GEOID03.
 JH0014
 JH0014;                    North         East    Units  Estimated Accuracy
 JH0014;SPC KS N     -    66,860.      183,120.      MT  (+/- 180 meters Scaled)
 JH0014
 JH0014                          SUPERSEDED SURVEY CONTROL
 JH0014
 JH0014.No superseded survey control is available for this station.
 JH0014
 JH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ698077(NAD 83)
 JH0014_MARKER: DB = BENCH MARK DISK
 JH0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0014_STAMPING: L 151 RESET 1935
 JH0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0014+STABILITY: SURFACE MOTION
 JH0014
 JH0014  HISTORY     - Date     Condition        Report By
 JH0014  HISTORY     - 1935     MONUMENTED       KSHC
 JH0014  HISTORY     - 1936     GOOD             NGS
 JH0014  HISTORY     - 1949     GOOD             NGS
 JH0014
 JH0014                          STATION DESCRIPTION
 JH0014
 JH0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 JH0014'4.1 MI S FROM GOVE.
 JH0014'4.1 MI S ALONG A SURFACED ROAD (OLD HWY 23) FROM THE COURTHOUSE
 JH0014'AT GOVE, GOVE COUNTY, 0.5 MI S OF A WHITE FARMHOUSE ON THE E
 JH0014'SIDE OF THE ROAD, 62.5 FT E OF THE CENTER LINE OF THE ROAD, AND
 JH0014'IN A FENCE CORNER MADE BY AN EAST-AND-WEST FENCE INTERSECTING
 JH0014'THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE POST.
 JH0014
 JH0014                          STATION RECOVERY (1949)
 JH0014
 JH0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 JH0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0002 ***********************************************************************
 KH0002  DESIGNATION -  L 152 RESET
 KH0002  PID         -  KH0002
 KH0002  STATE/COUNTY-  KS/SHERIDAN
 KH0002  USGS QUAD   -  DRESDEN SOUTH (1978)
 KH0002
 KH0002                         *CURRENT SURVEY CONTROL
 KH0002  ___________________________________________________________________
 KH0002* NAD 83(1986)-  39 30 17.     (N)    100 26 28.     (W)     SCALED    
 KH0002* NAVD 88     -       813.96   (meters)    2670.5    (feet)  RESET     
 KH0002  ___________________________________________________________________
 KH0002  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 KH0002
 KH0002  VERT ORDER  -  THIRD
 KH0002
 KH0002.The horizontal coordinates were scaled from a topographic map and have
 KH0002.an estimated accuracy of +/- 6 seconds.
 KH0002
 KH0002.The orthometric height was computed from unverified reset data.
 KH0002
 KH0002.The geoid height was determined by GEOID03.
 KH0002
 KH0002;                    North         East    Units  Estimated Accuracy
 KH0002;SPC KS N     -   132,870.      190,080.      MT  (+/- 180 meters Scaled)
 KH0002
 KH0002                          SUPERSEDED SURVEY CONTROL
 KH0002
 KH0002.No superseded survey control is available for this station.
 KH0002
 KH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ761737(NAD 83)
 KH0002_MARKER: DB = BENCH MARK DISK
 KH0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0002_STAMPING: L 152 RESET 1946
 KH0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0002+STABILITY: SURFACE MOTION
 KH0002
 KH0002  HISTORY     - Date     Condition        Report By
 KH0002  HISTORY     - 1946     MONUMENTED       CGS
 KH0002  HISTORY     - 1974     MARK NOT FOUND   USGS
 KH0002
 KH0002                          STATION DESCRIPTION
 KH0002
 KH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 KH0002'9.0 MI S FROM DRESDEN.
 KH0002'IN SHERIDAN COUNTY, 9.0 MILES SOUTH ALONG STATE HIGHWAY 123 AND
 KH0002'23 FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION
 KH0002'AT DRESDEN, DECATUR COUNTY, 300 FEET SOUTH OF A CONCRETE BRIDGE
 KH0002'OVER NORTH FORK SOLOMON RIVER, 200 FEET EAST OF THE CENTER LINE
 KH0002'OF THE HIGHWAY, 700 FEET NORTH OF THE WEST QUARTER-CORNER OF
 KH0002'SECTION 27, T 6 S, R 28 W, 30 FEET WEST-NORTHWEST OF A FARMHOUSE,
 KH0002'AND 5 FEET WEST OF THE NORTHWEST CORNER OF THE FENCE YARD.
 KH0002'A STANDARD DISK, STAMPED L 152 RESET 1946 AND SET IN THE TOP
 KH0002'OF A CONCRETE POST.
 KH0002
 KH0002                          STATION RECOVERY (1974)
 KH0002
 KH0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KH0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0028 ***********************************************************************
 KH0028  DESIGNATION -  L 153
 KH0028  PID         -  KH0028
 KH0028  STATE/COUNTY-  KS/DECATUR
 KH0028  USGS QUAD   -  DRESDEN SOUTH (1978)
 KH0028
 KH0028                         *CURRENT SURVEY CONTROL
 KH0028  ___________________________________________________________________
 KH0028* NAD 83(1997)-  39 36 10.67964(N)    100 26 31.08021(W)     ADJUSTED  
 KH0028* NAVD 88     -       843.037  (meters)    2765.86   (feet)  ADJUSTED  
 KH0028  ___________________________________________________________________
 KH0028  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 KH0028  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 KH0028  DYNAMIC HT  -         842.422 (meters)    2763.85  (feet)  COMP
 KH0028  MODELED GRAV-     979,869.2   (mgal)                       NAVD 88
 KH0028
 KH0028  HORZ ORDER  -  SECOND
 KH0028  VERT ORDER  -  SECOND    CLASS 0
 KH0028
 KH0028.The horizontal coordinates were established by classical geodetic methods
 KH0028.and adjusted by the National Geodetic Survey in October 1998..
 KH0028
 KH0028.The orthometric height was determined by differential leveling
 KH0028.and adjusted by the National Geodetic Survey in June 1991..
 KH0028
 KH0028.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0028
 KH0028.The geoid height was determined by GEOID03.
 KH0028
 KH0028.The dynamic height is computed by dividing the NAVD 88
 KH0028.geopotential number by the normal gravity value computed on the
 KH0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0028.degrees latitude (g = 980.6199 gals.).
 KH0028
 KH0028.The modeled gravity was interpolated from observed gravity values.
 KH0028
 KH0028;                    North         East     Units Scale Factor Converg.
 KH0028;SPC KS N     -   143,774.295   190,298.862   MT  0.99997571   -1 32 42.2
 KH0028;UTM  14      - 4,384,685.073   376,201.777   MT  0.99978869   -0 55 09.5
 KH0028
 KH0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0028!SPC KS N     -   0.99987164  x   0.99997571  =   0.99984735
 KH0028!UTM  14      -   0.99987164  x   0.99978869  =   0.99966036
 KH0028
 KH0028                          SUPERSEDED SURVEY CONTROL
 KH0028
 KH0028  NAD 83(1997)-  39 36 10.68301(N)    100 26 31.08252(W) AD(       ) 2
 KH0028  NAD 83(1986)-  39 36 10.68409(N)    100 26 31.08296(W) AD(       ) 2
 KH0028  NAD 27      -  39 36 10.67200(N)    100 26 29.58200(W) AD(       ) 2
 KH0028  NGVD 29 (??/??/92)  842.729  (m)         2764.85   (f) ADJ UNCH    2 0
 KH0028
 KH0028.Superseded values are not recommended for survey control.
 KH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0028.See file dsdata.txt to determine how the superseded data were derived.
 KH0028
 KH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7620284685(NAD 83)
 KH0028_MARKER: DB = BENCH MARK DISK
 KH0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0028_SP_SET: CULVERT
 KH0028_STAMPING: L 153 1934
 KH0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0028
 KH0028  HISTORY     - Date     Condition        Report By
 KH0028  HISTORY     - 1934     MONUMENTED       CGS
 KH0028  HISTORY     - 1950     GOOD             CGS
 KH0028  HISTORY     - 1950     GOOD             NGS
 KH0028
 KH0028                          STATION DESCRIPTION
 KH0028
 KH0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0028'1.5 MI SW FROM DRESDEN.
 KH0028'1.5 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0028'RAILROAD FROM THE STATION AT DRESDEN, DECATUR COUNTY, 4 POLES
 KH0028'WEST OF MILE POLE 352/10, AT A ROAD CROSSING, 54 FEET SOUTH
 KH0028'OF THE CENTER LINE OF THE TRACK, 22 FEET WEST OF THE ROAD, AND
 KH0028'IN THE TOP OF THE NORTH END OF A LARGE CONCRETE HIGHWAY CULVERT
 KH0028'ON U.S. HIGHWAY 383.  A STANDARD DISK, STAMPED L 153 1934.
 KH0028
 KH0028                          STATION RECOVERY (1950)
 KH0028
 KH0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KH0028'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF DRESDEN,
 KH0028'71 FEET EAST OF CENTER OF A NORTH-SOUTH ROAD, 42 FEET SOUTH
 KH0028'OF THE SOUTH RAIL OF THE RAIL ROAD TRACKS, 39 FEET NORTH OF
 KH0028'CENTER OF U.S. HIGHWAY NO. 383, AND 10 FEET NORTHEAST OF A
 KH0028'TELEPHONE POLE BEARING A TRIANGLE BLAZE.  IT PROJECTS 4 INCHES
 KH0028'AND IS STAMPED DRESDEN 1950.
 KH0028'
 KH0028'TO REACH THE STATION FROM THE RAIL ROAD DEPOT IN DRESDEN GO
 KH0028'SOUTHWEST ON U.S. HIGHWAY NO. 383 FOR 1.5 MILES TO THE STATION
 KH0028'ON THE RIGHT AS DESCRIBED.
 KH0028'
 KH0028'REFERENCE MARK NO. 2 (BENCH MARK L 153) IS A STANDARD U.S.
 KH0028'COAST AND GEODETIC SURVEY BENCH MARK DISK SET FLUSH IN THE NORTH
 KH0028'END OF A CONCRETE CULVERT.  34 FEET WEST OF CENTER OF A
 KH0028'NORTH-SOUTH ROAD, 16 FEET NORTH OF CENTER OF U.S. HIGHWAY NO.
 KH0028'383, AND 4 FEET WEST OF A CULVERT GUARD POST.  IT IS STAMPED
 KH0028'L 153 1934.
 KH0028
 KH0028                          STATION RECOVERY (1950)
 KH0028
 KH0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KH0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0193 ***********************************************************************
 KH0193  DESIGNATION -  L 154
 KH0193  PID         -  KH0193
 KH0193  STATE/COUNTY-  KS/THOMAS
 KH0193  USGS QUAD   -  GEM (1979)
 KH0193
 KH0193                         *CURRENT SURVEY CONTROL
 KH0193  ___________________________________________________________________
 KH0193* NAD 83(1986)-  39 22 31.     (N)    100 53 23.     (W)     SCALED    
 KH0193* NAVD 88     -       934.518  (meters)    3066.00   (feet)  ADJUSTED  
 KH0193  ___________________________________________________________________
 KH0193  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 KH0193  DYNAMIC HT  -         933.785 (meters)    3063.59  (feet)  COMP
 KH0193  MODELED GRAV-     979,811.9   (mgal)                       NAVD 88
 KH0193
 KH0193  VERT ORDER  -  SECOND    CLASS 0
 KH0193
 KH0193.The horizontal coordinates were scaled from a topographic map and have
 KH0193.an estimated accuracy of +/- 6 seconds.
 KH0193
 KH0193.The orthometric height was determined by differential leveling
 KH0193.and adjusted by the National Geodetic Survey in June 1991..
 KH0193
 KH0193.The geoid height was determined by GEOID03.
 KH0193
 KH0193.The dynamic height is computed by dividing the NAVD 88
 KH0193.geopotential number by the normal gravity value computed on the
 KH0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0193.degrees latitude (g = 980.6199 gals.).
 KH0193
 KH0193.The modeled gravity was interpolated from observed gravity values.
 KH0193
 KH0193;                    North         East    Units  Estimated Accuracy
 KH0193;SPC KS N     -   119,640.      151,050.      MT  (+/- 180 meters Scaled)
 KH0193
 KH0193                          SUPERSEDED SURVEY CONTROL
 KH0193
 KH0193  NGVD 29 (??/??/92)  934.160  (m)         3064.82   (f) ADJ UNCH    2 0
 KH0193
 KH0193.Superseded values are not recommended for survey control.
 KH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0193.See file dsdata.txt to determine how the superseded data were derived.
 KH0193
 KH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ372601(NAD 83)
 KH0193_MARKER: DB = BENCH MARK DISK
 KH0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0193_STAMPING: L 154 1934
 KH0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0193+STABILITY: SURFACE MOTION
 KH0193
 KH0193  HISTORY     - Date     Condition        Report By
 KH0193  HISTORY     - 1934     MONUMENTED       CGS
 KH0193
 KH0193                          STATION DESCRIPTION
 KH0193
 KH0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0193'8.7 MI W FROM MENLO.
 KH0193'8.7 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0193'AT MENLO, THOMAS COUNTY, 2 POLES WEST OF MILEPOST 195, AT THE
 KH0193'EAST END OF A FILL, AT THE WEST END OF A CUT, AT A ROAD CROSSING,
 KH0193'40 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 42 FEET SOUTH
 KH0193'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 154
 KH0193'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0351 ***********************************************************************
 KG0351  DESIGNATION -  L 155
 KG0351  PID         -  KG0351
 KG0351  STATE/COUNTY-  KS/GRAHAM
 KG0351  USGS QUAD   -  PENOKEE (1979)
 KG0351
 KG0351                         *CURRENT SURVEY CONTROL
 KG0351  ___________________________________________________________________
 KG0351* NAD 83(1986)-  39 21 03.     (N)    099 58 35.     (W)     SCALED    
 KG0351* NAVD 88     -       679.887  (meters)    2230.60   (feet)  ADJUSTED  
 KG0351  ___________________________________________________________________
 KG0351  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 KG0351  DYNAMIC HT  -         679.394 (meters)    2228.98  (feet)  COMP
 KG0351  MODELED GRAV-     979,881.2   (mgal)                       NAVD 88
 KG0351
 KG0351  VERT ORDER  -  SECOND    CLASS 0
 KG0351
 KG0351.The horizontal coordinates were scaled from a topographic map and have
 KG0351.an estimated accuracy of +/- 6 seconds.
 KG0351
 KG0351.The orthometric height was determined by differential leveling
 KG0351.and adjusted by the National Geodetic Survey in June 1991..
 KG0351
 KG0351.The geoid height was determined by GEOID03.
 KG0351
 KG0351.The dynamic height is computed by dividing the NAVD 88
 KG0351.geopotential number by the normal gravity value computed on the
 KG0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0351.degrees latitude (g = 980.6199 gals.).
 KG0351
 KG0351.The modeled gravity was interpolated from observed gravity values.
 KG0351
 KG0351;                    North         East    Units  Estimated Accuracy
 KG0351;SPC KS N     -   114,810.      229,660.      MT  (+/- 180 meters Scaled)
 KG0351
 KG0351                          SUPERSEDED SURVEY CONTROL
 KG0351
 KG0351  NGVD 29 (??/??/92)  679.633  (m)         2229.76   (f) ADJ UNCH    2 0
 KG0351
 KG0351.Superseded values are not recommended for survey control.
 KG0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0351.See file dsdata.txt to determine how the superseded data were derived.
 KG0351
 KG0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ158561(NAD 83)
 KG0351_MARKER: DB = BENCH MARK DISK
 KG0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0351_STAMPING: L 155 1934
 KG0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0351+STABILITY: SURFACE MOTION
 KG0351
 KG0351  HISTORY     - Date     Condition        Report By
 KG0351  HISTORY     - 1934     MONUMENTED       CGS
 KG0351  HISTORY     - 1935     GOOD             NGS
 KG0351
 KG0351                          STATION DESCRIPTION
 KG0351
 KG0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KG0351'5.3 MI E FROM MORLAND.
 KG0351'5.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0351'AT MORLAND, GRAHAM COUNTY, 9 POLES WEST OF THE STATION AT
 KG0351'PENOKEE, 2 POLES EAST OF MILEPOST 145, 150 FEET NORTHWEST OF A
 KG0351'WHITE HOUSE, AND 27 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 KG0351'A STANDARD DISK, STAMPED L 155 1934 AND SET IN THE TOP OF A
 KG0351'CONCRETE POST.  NOTE-- TIN FORM FOR THE CEMENT STILL THERE, HOLDS
 KG0351'WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0252 ***********************************************************************
 KH0252  DESIGNATION -  L 156 RESET
 KH0252  PID         -  KH0252
 KH0252  STATE/COUNTY-  KS/DECATUR
 KH0252  USGS QUAD   -  MC COOK SE (1957)
 KH0252
 KH0252                         *CURRENT SURVEY CONTROL
 KH0252  ___________________________________________________________________
 KH0252* NAD 83(1986)-  40 00 06.     (N)    100 34 01.     (W)     SCALED    
 KH0252* NAVD 88     -       797.41   (+/-2cm)    2616.2    (feet)  VERTCON   
 KH0252  ___________________________________________________________________
 KH0252  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 KH0252
 KH0252  VERT ORDER  -  THIRD (See Below)
 KH0252
 KH0252.The horizontal coordinates were scaled from a topographic map and have
 KH0252.an estimated accuracy of +/- 6 seconds.
 KH0252
 KH0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0252.The vertical order pertains to the NGVD 29 superseded value.
 KH0252
 KH0252.The geoid height was determined by GEOID03.
 KH0252
 KH0252;                    North         East    Units  Estimated Accuracy
 KH0252;SPC KS N     -   188,320.      180,820.      MT  (+/- 180 meters Scaled)
 KH0252
 KH0252                          SUPERSEDED SURVEY CONTROL
 KH0252
 KH0252  NGVD 29 (03/09/04)  797.11   (m)         2615.2    (f) RESET       3  
 KH0252
 KH0252.Superseded values are not recommended for survey control.
 KH0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0252.See file dsdata.txt to determine how the superseded data were derived.
 KH0252
 KH0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLK662291(NAD 83)
 KH0252_MARKER: DB = BENCH MARK DISK
 KH0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0252_STAMPING: L 156 RESET 1971
 KH0252_MARK LOGO: CGS   
 KH0252_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0252+STABILITY: SURFACE MOTION
 KH0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0252+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1999
 KH0252
 KH0252  HISTORY     - Date     Condition        Report By
 KH0252  HISTORY     - 1971     MONUMENTED       CGS
 KH0252  HISTORY     - 19991103 GOOD             NGS
 KH0252
 KH0252                          STATION DESCRIPTION
 KH0252
 KH0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1971
 KH0252'1.5 MI N FROM CEDAR BLUFFS.
 KH0252'ABOUT 1.5 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CROSSING
 KH0252'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT CEDAR BLUFFS,
 KH0252'70 FEET EAST OF THE CENTER OF U.S. HIGHWAY 83, 60.5 FEET SOUTH
 KH0252'OF THE CENTER OF A DIRT ROAD, AT THE KANSAS-NEBRASKA STATE
 KH0252'LINE, 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT SOUTH OF A
 KH0252'STEEL POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KH0252'PROJECTS 4 INCHES.
 KH0252
 KH0252                          STATION RECOVERY (1999)
 KH0252
 KH0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 KH0252'23.2 KM (14.40 MI) SOUTHERLY ALONG U.S.  HIGHWAY 83 FROM THE EAST
 KH0252'JUNCTION OF U.S.  HIGHWAY 34 IN MCCOOK, 21.5 M (70.5 FT) EAST OF THE
 KH0252'HIGHWAY CENTERLINE, 17.0 M (55.8 FT) SOUTH OF THE CENTER OF STATE LINE
 KH0252'ROAD, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 KH0252'SOUTH OF A RIGHT-OF-WAY POST, AND THE MONUMENT IS FLUSH WITH THE
 KH0252'GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0858 ***********************************************************************
 KG0858  DESIGNATION -  L 157 RESET
 KG0858  PID         -  KG0858
 KG0858  STATE/COUNTY-  KS/PHILLIPS
 KG0858  USGS QUAD   -  GLADE SE (1972)
 KG0858
 KG0858                         *CURRENT SURVEY CONTROL
 KG0858  ___________________________________________________________________
 KG0858* NAD 83(1986)-  39 34 19.     (N)    099 17 14.     (W)     SCALED    
 KG0858* NAVD 88     -       577.20   (meters)    1893.7    (feet)  RESET     
 KG0858  ___________________________________________________________________
 KG0858  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 KG0858
 KG0858  VERT ORDER  -  THIRD
 KG0858
 KG0858.The horizontal coordinates were scaled from a topographic map and have
 KG0858.an estimated accuracy of +/- 6 seconds.
 KG0858
 KG0858.The orthometric height was computed from unverified reset data.
 KG0858
 KG0858.The geoid height was determined by GEOID03.
 KG0858
 KG0858;                    North         East    Units  Estimated Accuracy
 KG0858;SPC KS N     -   138,290.      289,400.      MT  (+/- 180 meters Scaled)
 KG0858
 KG0858                          SUPERSEDED SURVEY CONTROL
 KG0858
 KG0858  NGVD 29 (03/09/04)  576.97   (m)         1892.9    (f) RESET       3  
 KG0858
 KG0858.Superseded values are not recommended for survey control.
 KG0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0858.See file dsdata.txt to determine how the superseded data were derived.
 KG0858
 KG0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ753802(NAD 83)
 KG0858_MARKER: DV = VERTICAL CONTROL DISK
 KG0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0858_SP_SET: CONCRETE POST
 KG0858_STAMPING: L 157 RESET 1985
 KG0858_MARK LOGO: NGS   
 KG0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0858+STABILITY: SURFACE MOTION
 KG0858
 KG0858  HISTORY     - Date     Condition        Report By
 KG0858  HISTORY     - 1985     MONUMENTED       NGS
 KG0858
 KG0858                          STATION DESCRIPTION
 KG0858
 KG0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KG0858'12.87 KM (8.00 MI) SOUTH ALONG U.S. HIGHWAY 183, FROM THE JUNCTION
 KG0858'WITH STATE HIGHWAY 9 WHICH IS 0.08 KM (0.05 MI) WEST FROM THE POST
 KG0858'OFFICE IN GLADE, TO THE MARK ON THE RIGHT, 0.48 KM (0.30 MI) NORTH OF
 KG0858'THE ROOKS/PHILLIPS COUNTY LINE, ABOUT 100 M (328.1 FT) SOUTH OF A
 KG0858'TWIN TUBE METAL CULVERT, 17.61 M (57.78 FT) WEST FROM THE CENTERLINE
 KG0858'OF THE HIGHWAY, 0.76 M (2.49 FT) NORTH FROM A GUYED POWER POLE, 0.46
 KG0858'M (1.51 FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0373 ***********************************************************************
 JG0373  DESIGNATION -  L 158
 JG0373  PID         -  JG0373
 JG0373  STATE/COUNTY-  KS/ELLIS
 JG0373  USGS QUAD   -  HAYS NORTH (1983)
 JG0373
 JG0373                         *CURRENT SURVEY CONTROL
 JG0373  ___________________________________________________________________
 JG0373* NAD 83(1986)-  38 54 45.     (N)    099 19 02.     (W)     SCALED    
 JG0373* NAVD 88     -       649.517  (meters)    2130.96   (feet)  ADJUSTED  
 JG0373  ___________________________________________________________________
 JG0373  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0373  DYNAMIC HT  -         649.038 (meters)    2129.39  (feet)  COMP
 JG0373  MODELED GRAV-     979,868.5   (mgal)                       NAVD 88
 JG0373
 JG0373  VERT ORDER  -  SECOND    CLASS 0
 JG0373
 JG0373.The horizontal coordinates were scaled from a topographic map and have
 JG0373.an estimated accuracy of +/- 6 seconds.
 JG0373
 JG0373.The orthometric height was determined by differential leveling
 JG0373.and adjusted by the National Geodetic Survey in June 1991..
 JG0373
 JG0373.The geoid height was determined by GEOID03.
 JG0373
 JG0373.The dynamic height is computed by dividing the NAVD 88
 JG0373.geopotential number by the normal gravity value computed on the
 JG0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0373.degrees latitude (g = 980.6199 gals.).
 JG0373
 JG0373.The modeled gravity was interpolated from observed gravity values.
 JG0373
 JG0373;                    North         East    Units  Estimated Accuracy
 JG0373;SPC KS N     -    65,130.      285,760.      MT  (+/- 180 meters Scaled)
 JG0373
 JG0373                          SUPERSEDED SURVEY CONTROL
 JG0373
 JG0373  NGVD 29 (??/??/92)  649.259  (m)         2130.11   (f) ADJ UNCH    2 0
 JG0373
 JG0373.Superseded values are not recommended for survey control.
 JG0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0373.See file dsdata.txt to determine how the superseded data were derived.
 JG0373
 JG0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ724071(NAD 83)
 JG0373_MARKER: DB = BENCH MARK DISK
 JG0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0373_SP_SET: CULVERT
 JG0373_STAMPING: L 158 1934
 JG0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0373
 JG0373  HISTORY     - Date     Condition        Report By
 JG0373  HISTORY     - 1934     MONUMENTED       CGS
 JG0373
 JG0373                          STATION DESCRIPTION
 JG0373
 JG0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0373'4.6 MI N FROM HAYS.
 JG0373'4.6 MILES NORTH OF WASHINGTON SCHOOL AT HAYS 0.1 MILE SOUTH OF A
 JG0373'CROSS ROAD, ABOUT 600 FEET EAST OF LARGE WHITE LETTERS HAYS INLAID
 JG0373'ON HILLSIDE, IN SOUTHWEST END OF LARGE CONCRETE CULVERT ON
 JG0373'STATE HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0218 ***********************************************************************
 KG0218  DESIGNATION -  L 159
 KG0218  PID         -  KG0218
 KG0218  STATE/COUNTY-  KS/PHILLIPS
 KG0218  USGS QUAD   -  STUTTGART NE (1973)
 KG0218
 KG0218                         *CURRENT SURVEY CONTROL
 KG0218  ___________________________________________________________________
 KG0218* NAD 83(1986)-  39 59 41.     (N)    099 21 55.     (W)     SCALED    
 KG0218* NAVD 88     -       623.917  (meters)    2046.97   (feet)  ADJUSTED  
 KG0218  ___________________________________________________________________
 KG0218  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 KG0218  DYNAMIC HT  -         623.521 (meters)    2045.67  (feet)  COMP
 KG0218  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 KG0218
 KG0218  VERT ORDER  -  SECOND    CLASS 0
 KG0218
 KG0218.The horizontal coordinates were scaled from a topographic map and have
 KG0218.an estimated accuracy of +/- 6 seconds.
 KG0218
 KG0218.The orthometric height was determined by differential leveling
 KG0218.and adjusted by the National Geodetic Survey in June 1991..
 KG0218
 KG0218.The geoid height was determined by GEOID03.
 KG0218
 KG0218.The dynamic height is computed by dividing the NAVD 88
 KG0218.geopotential number by the normal gravity value computed on the
 KG0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0218.degrees latitude (g = 980.6199 gals.).
 KG0218
 KG0218.The modeled gravity was interpolated from observed gravity values.
 KG0218
 KG0218;                    North         East    Units  Estimated Accuracy
 KG0218;SPC KS N     -   185,320.      283,400.      MT  (+/- 180 meters Scaled)
 KG0218
 KG0218                          SUPERSEDED SURVEY CONTROL
 KG0218
 KG0218  NGVD 29 (??/??/92)  623.670  (m)         2046.16   (f) ADJ UNCH    2 0
 KG0218
 KG0218.Superseded values are not recommended for survey control.
 KG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0218.See file dsdata.txt to determine how the superseded data were derived.
 KG0218
 KG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK688272(NAD 83)
 KG0218_MARKER: DB = BENCH MARK DISK
 KG0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0218_STAMPING: L 159 1934
 KG0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0218+STABILITY: SURFACE MOTION
 KG0218
 KG0218  HISTORY     - Date     Condition        Report By
 KG0218  HISTORY     - 1934     MONUMENTED       CGS
 KG0218  HISTORY     - 19530721 MARK NOT FOUND   LOCENG
 KG0218
 KG0218                          STATION DESCRIPTION
 KG0218
 KG0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0218'3.5 MI E FROM WOODRUFF.
 KG0218'3.5 MILES EAST OF BURLINGTON STATION AT WOODRUFF 180 FEET EAST
 KG0218'OF INTERSECTION OF U.S. HIGHWAY 83 AND STATE HIGHWAY 1, ON TOP
 KG0218'OF SMALL KNOLL, 24 FEET NORTH OF CENTERLINE OF STATE HIGHWAY
 KG0218'1, 1 FOOT SOUTH OF RIGHT OF WAY FENCE LINE.
 KG0218
 KG0218                          STATION RECOVERY (1953)
 KG0218
 KG0218'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 KG0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0444 ***********************************************************************
 KG0444  DESIGNATION -  L 159 RESET
 KG0444  PID         -  KG0444
 KG0444  STATE/COUNTY-  KS/PHILLIPS
 KG0444  USGS QUAD   -  STUTTGART NE (1973)
 KG0444
 KG0444                         *CURRENT SURVEY CONTROL
 KG0444  ___________________________________________________________________
 KG0444* NAD 83(1986)-  39 59 41.     (N)    099 21 55.     (W)     SCALED    
 KG0444* NAVD 88     -       623.23   (meters)    2044.7    (feet)  RESET     
 KG0444  ___________________________________________________________________
 KG0444  GEOID HEIGHT-         -25.20  (meters)                     GEOID03
 KG0444
 KG0444  VERT ORDER  -  THIRD
 KG0444
 KG0444.The horizontal coordinates were scaled from a topographic map and have
 KG0444.an estimated accuracy of +/- 6 seconds.
 KG0444
 KG0444.The orthometric height was computed from unverified reset data.
 KG0444
 KG0444.The geoid height was determined by GEOID03.
 KG0444
 KG0444;                    North         East    Units  Estimated Accuracy
 KG0444;SPC KS N     -   185,320.      283,400.      MT  (+/- 180 meters Scaled)
 KG0444
 KG0444                          SUPERSEDED SURVEY CONTROL
 KG0444
 KG0444.No superseded survey control is available for this station.
 KG0444
 KG0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK688272(NAD 83)
 KG0444_MARKER: DB = BENCH MARK DISK
 KG0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0444_STAMPING: L 159 RESET 1953
 KG0444_MARK LOGO: CGS   
 KG0444_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0444+STABILITY: SURFACE MOTION
 KG0444
 KG0444  HISTORY     - Date     Condition        Report By
 KG0444  HISTORY     - 1953     MONUMENTED       KSDT
 KG0444
 KG0444                          STATION DESCRIPTION
 KG0444
 KG0444'DESCRIBED BY KANSAS DEPARTMENT OF TRANSPORTATION 1953 (WLD)
 KG0444'3.5 MILES (5.6 KM) EAST ALONG US HIGHWAY 83 FROM THE CHICAGO,
 KG0444'BURLINGTON, AND QUINCY RAILROAD STATION IN WOODRUFF.  OLD HIGHWAY 1 IS
 KG0444'NOW US 183.  MARK IS 30 FEET (9.1 M) NORTH OF THE OLD BENCH MARK ON
 KG0444'THE NORTH RIGHT-OF-WAY LINE OF TANGENT CONNECTING US 383 AND US 183.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0134 ***********************************************************************
 HF0134  DESIGNATION -  L 16
 HF0134  PID         -  HF0134
 HF0134  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0134  USGS QUAD   -  PERU (1979)
 HF0134
 HF0134                         *CURRENT SURVEY CONTROL
 HF0134  ___________________________________________________________________
 HF0134* NAD 83(1986)-  37 04 55.     (N)    096 01 38.     (W)     SCALED    
 HF0134* NAVD 88     -       229.734  (meters)     753.72   (feet)  ADJUSTED  
 HF0134  ___________________________________________________________________
 HF0134  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HF0134  DYNAMIC HT  -         229.548 (meters)     753.11  (feet)  COMP
 HF0134  MODELED GRAV-     979,817.0   (mgal)                       NAVD 88
 HF0134
 HF0134  VERT ORDER  -  FIRST     CLASS II
 HF0134
 HF0134.The horizontal coordinates were scaled from a topographic map and have
 HF0134.an estimated accuracy of +/- 6 seconds.
 HF0134
 HF0134.The orthometric height was determined by differential leveling
 HF0134.and adjusted by the National Geodetic Survey in June 1991..
 HF0134
 HF0134.The geoid height was determined by GEOID03.
 HF0134
 HF0134.The dynamic height is computed by dividing the NAVD 88
 HF0134.geopotential number by the normal gravity value computed on the
 HF0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0134.degrees latitude (g = 980.6199 gals.).
 HF0134
 HF0134.The modeled gravity was interpolated from observed gravity values.
 HF0134
 HF0134;                    North         East    Units  Estimated Accuracy
 HF0134;SPC KS S     -   449,010.      619,850.      MT  (+/- 180 meters Scaled)
 HF0134
 HF0134                          SUPERSEDED SURVEY CONTROL
 HF0134
 HF0134  NGVD 29 (??/??/92)  229.596  (m)          753.27   (f) ADJ UNCH    1 2
 HF0134
 HF0134.Superseded values are not recommended for survey control.
 HF0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0134.See file dsdata.txt to determine how the superseded data were derived.
 HF0134
 HF0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG642080(NAD 83)
 HF0134_MARKER: DB = BENCH MARK DISK
 HF0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0134_STAMPING: L 16 1933
 HF0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0134+STABILITY: SURFACE MOTION
 HF0134
 HF0134  HISTORY     - Date     Condition        Report By
 HF0134  HISTORY     - 1933     MONUMENTED       CGS
 HF0134
 HF0134                          STATION DESCRIPTION
 HF0134
 HF0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0134'1 MI W FROM NIOTAZE.
 HF0134'ABOUT 1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0134'NIOTAZE, CHAUTAUQUA COUNTY, ABOUT 31-1/2 POLES WEST OF MILEPOST
 HF0134'448, ABOUT 55 YARDS EAST OF THE CENTER LINE OF A ROAD CROSSING
 HF0134'THE TRACK, ABOUT 16 YARDS NORTH OF THE CENTER LINE OF THE TRACK,
 HF0134'AND AT A FENCE LINE.  A STANDARD DISK, STAMPED L 16 1933 AND SET
 HF0134'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0194 ***********************************************************************
 KG0194  DESIGNATION -  L 160
 KG0194  PID         -  KG0194
 KG0194  STATE/COUNTY-  KS/SMITH
 KG0194  USGS QUAD   -  GAYLORD (1973)
 KG0194
 KG0194                         *CURRENT SURVEY CONTROL
 KG0194  ___________________________________________________________________
 KG0194* NAD 83(1986)-  39 38 55.     (N)    098 51 36.     (W)     SCALED    
 KG0194* NAVD 88     -       486.530  (meters)    1596.22   (feet)  ADJUSTED  
 KG0194  ___________________________________________________________________
 KG0194  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 KG0194  DYNAMIC HT  -         486.218 (meters)    1595.20  (feet)  COMP
 KG0194  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 KG0194
 KG0194  VERT ORDER  -  SECOND    CLASS 0
 KG0194
 KG0194.The horizontal coordinates were scaled from a topographic map and have
 KG0194.an estimated accuracy of +/- 6 seconds.
 KG0194
 KG0194.The orthometric height was determined by differential leveling
 KG0194.and adjusted by the National Geodetic Survey in June 1991..
 KG0194
 KG0194.The geoid height was determined by GEOID03.
 KG0194
 KG0194.The dynamic height is computed by dividing the NAVD 88
 KG0194.geopotential number by the normal gravity value computed on the
 KG0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0194.degrees latitude (g = 980.6199 gals.).
 KG0194
 KG0194.The modeled gravity was interpolated from observed gravity values.
 KG0194
 KG0194;                    North         East    Units  Estimated Accuracy
 KG0194;SPC KS N     -   146,370.      326,190.      MT  (+/- 180 meters Scaled)
 KG0194
 KG0194                          SUPERSEDED SURVEY CONTROL
 KG0194
 KG0194  NGVD 29 (??/??/92)  486.322  (m)         1595.54   (f) ADJ UNCH    2 0
 KG0194
 KG0194.Superseded values are not recommended for survey control.
 KG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0194.See file dsdata.txt to determine how the superseded data were derived.
 KG0194
 KG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ120887(NAD 83)
 KG0194_MARKER: DB = BENCH MARK DISK
 KG0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0194_STAMPING: L 160 1934
 KG0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0194+STABILITY: SURFACE MOTION
 KG0194
 KG0194  HISTORY     - Date     Condition        Report By
 KG0194  HISTORY     - 1934     MONUMENTED       CGS
 KG0194
 KG0194                          STATION DESCRIPTION
 KG0194
 KG0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0194'0.8 MI W FROM GAYLORD.
 KG0194'0.8 MILES WEST OF MISSOURI PACIFIC STATION AT GAYLORD AT MILEAGE
 KG0194'POST 558.25.  ABOUT 700 FEET EAST OF A WHITE AND GREEN HOUSE
 KG0194'ON A SMALL KNOLL, 45 FEET SOUTH OF CENTERLINE OF MISSOURI
 KG0194'PACIFIC RR. TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0202 ***********************************************************************
 KG0202  DESIGNATION -  L 161
 KG0202  PID         -  KG0202
 KG0202  STATE/COUNTY-  KS/OSBORNE
 KG0202  USGS QUAD   -  PORTIS (1961)
 KG0202
 KG0202                         *CURRENT SURVEY CONTROL
 KG0202  ___________________________________________________________________
 KG0202* NAD 83(1986)-  39 33 48.     (N)    098 41 35.     (W)     SCALED    
 KG0202* NAVD 88     -       470.082  (meters)    1542.26   (feet)  ADJUSTED  
 KG0202  ___________________________________________________________________
 KG0202  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 KG0202  DYNAMIC HT  -         469.782 (meters)    1541.28  (feet)  COMP
 KG0202  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 KG0202
 KG0202  VERT ORDER  -  SECOND    CLASS 0
 KG0202
 KG0202.The horizontal coordinates were scaled from a topographic map and have
 KG0202.an estimated accuracy of +/- 6 seconds.
 KG0202
 KG0202.The orthometric height was determined by differential leveling
 KG0202.and adjusted by the National Geodetic Survey in June 1991..
 KG0202
 KG0202.The geoid height was determined by GEOID03.
 KG0202
 KG0202.The dynamic height is computed by dividing the NAVD 88
 KG0202.geopotential number by the normal gravity value computed on the
 KG0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0202.degrees latitude (g = 980.6199 gals.).
 KG0202
 KG0202.The modeled gravity was interpolated from observed gravity values.
 KG0202
 KG0202;                    North         East    Units  Estimated Accuracy
 KG0202;SPC KS N     -   136,770.      340,440.      MT  (+/- 180 meters Scaled)
 KG0202
 KG0202                          SUPERSEDED SURVEY CONTROL
 KG0202
 KG0202  NGVD 29 (??/??/92)  469.888  (m)         1541.62   (f) ADJ UNCH    2 0
 KG0202
 KG0202.Superseded values are not recommended for survey control.
 KG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0202.See file dsdata.txt to determine how the superseded data were derived.
 KG0202
 KG0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ263793(NAD 83)
 KG0202_MARKER: DB = BENCH MARK DISK
 KG0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0202_STAMPING: L 161 1934
 KG0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0202+STABILITY: SURFACE MOTION
 KG0202
 KG0202  HISTORY     - Date     Condition        Report By
 KG0202  HISTORY     - 1934     MONUMENTED       CGS
 KG0202
 KG0202                          STATION DESCRIPTION
 KG0202
 KG0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0202'AT PORTIS.
 KG0202'AT PORTIS 150 FEET WEST OF MISSOURI PACIFIC RR. STATION, 20 FEET
 KG0202'SOUTH OF CENTERLINE OF TRACK, 10 FEET EAST OF CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4262 ***********************************************************************
 AA4262  DESIGNATION -  L 162 RESET
 AA4262  PID         -  AA4262
 AA4262  STATE/COUNTY-  KS/ROOKS
 AA4262  USGS QUAD   -  PALCO (1969)
 AA4262
 AA4262                         *CURRENT SURVEY CONTROL
 AA4262  ___________________________________________________________________
 AA4262* NAD 83(1986)-  39 19 07.     (N)    099 34 56.     (W)     SCALED    
 AA4262* NAVD 88     -       641.28   (+/-2cm)    2103.9    (feet)  VERTCON   
 AA4262  ___________________________________________________________________
 AA4262  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 AA4262
 AA4262  VERT ORDER  -  THIRD (See Below)
 AA4262
 AA4262.The horizontal coordinates were scaled from a topographic map and have
 AA4262.an estimated accuracy of +/- 6 seconds.
 AA4262
 AA4262.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4262.The vertical order pertains to the NGVD 29 superseded value.
 AA4262
 AA4262.The geoid height was determined by GEOID03.
 AA4262
 AA4262;                    North         East    Units  Estimated Accuracy
 AA4262;SPC KS N     -   110,570.      263,570.      MT  (+/- 180 meters Scaled)
 AA4262
 AA4262                          SUPERSEDED SURVEY CONTROL
 AA4262
 AA4262  NGVD 29 (03/09/04)  641.05   (m)         2103.2    (f) RESET       3  
 AA4262
 AA4262.Superseded values are not recommended for survey control.
 AA4262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4262.See file dsdata.txt to determine how the superseded data were derived.
 AA4262
 AA4262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ498522(NAD 83)
 AA4262_MARKER: DV = VERTICAL CONTROL DISK
 AA4262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4262_STAMPING: L 162 RESET 1979
 AA4262_MARK LOGO: NGS   
 AA4262_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4262+STABILITY: SURFACE MOTION
 AA4262
 AA4262  HISTORY     - Date     Condition        Report By
 AA4262  HISTORY     - 1979     MONUMENTED       NGS
 AA4262
 AA4262                          STATION DESCRIPTION
 AA4262
 AA4262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 AA4262'IN DAMAR, AT THE JUNCTION OF MAIN STREET AND STATE HIGHWAY 15, 53.0
 AA4262'FEET (16.2 M) SOUTHEAST OF THE CENTERLINE OF MAIN STREET, 76.5 FEET
 AA4262'(23.3 M) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 47.5 FEET (14.5
 AA4262'M) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE UNION
 AA4262'PACIFIC RAILWAY, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0216 ***********************************************************************
 KG0216  DESIGNATION -  L 163
 KG0216  PID         -  KG0216
 KG0216  STATE/COUNTY-  KS/OSBORNE
 KG0216  USGS QUAD   -  DOWNS NORTH (1980)
 KG0216
 KG0216                         *CURRENT SURVEY CONTROL
 KG0216  ___________________________________________________________________
 KG0216* NAD 83(1986)-  39 30 10.     (N)    098 32 21.     (W)     SCALED    
 KG0216* NAVD 88     -       451.564  (meters)    1481.51   (feet)  ADJUSTED  
 KG0216  ___________________________________________________________________
 KG0216  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 KG0216  DYNAMIC HT  -         451.275 (meters)    1480.56  (feet)  COMP
 KG0216  MODELED GRAV-     979,973.1   (mgal)                       NAVD 88
 KG0216
 KG0216  VERT ORDER  -  SECOND    CLASS 0
 KG0216
 KG0216.The horizontal coordinates were scaled from a topographic map and have
 KG0216.an estimated accuracy of +/- 6 seconds.
 KG0216
 KG0216.The orthometric height was determined by differential leveling
 KG0216.and adjusted by the National Geodetic Survey in June 1991..
 KG0216
 KG0216.The geoid height was determined by GEOID03.
 KG0216
 KG0216.The dynamic height is computed by dividing the NAVD 88
 KG0216.geopotential number by the normal gravity value computed on the
 KG0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0216.degrees latitude (g = 980.6199 gals.).
 KG0216
 KG0216.The modeled gravity was interpolated from observed gravity values.
 KG0216
 KG0216;                    North         East    Units  Estimated Accuracy
 KG0216;SPC KS N     -   129,960.      353,630.      MT  (+/- 180 meters Scaled)
 KG0216
 KG0216                          SUPERSEDED SURVEY CONTROL
 KG0216
 KG0216  NGVD 29 (??/??/92)  451.379  (m)         1480.90   (f) ADJ UNCH    2 0
 KG0216
 KG0216.Superseded values are not recommended for survey control.
 KG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0216.See file dsdata.txt to determine how the superseded data were derived.
 KG0216
 KG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ396726(NAD 83)
 KG0216_MARKER: DB = BENCH MARK DISK
 KG0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0216_STAMPING: L 163 1934
 KG0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0216+STABILITY: SURFACE MOTION
 KG0216
 KG0216  HISTORY     - Date     Condition        Report By
 KG0216  HISTORY     - 1934     MONUMENTED       CGS
 KG0216  HISTORY     - 1960     MARK NOT FOUND   NGS
 KG0216
 KG0216                          STATION DESCRIPTION
 KG0216
 KG0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KG0216'AT DOWNS.
 KG0216'AT DOWNS, OSBORNE COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 KG0216'700 FEET EAST OF THE STATION, 110 FEET WEST OF A ROAD CROSSING,
 KG0216'120 FEET NORTH OF THE SINCLAIR OIL CO. GAS PLANT, 60 FEET NORTH
 KG0216'OF THE MAIN TRACK, 25 FEET SOUTH OF THE CENTERLINE OF A STREET,
 KG0216'AND 10 FEET SOUTH OF THE CURB.  A STANDARD DISK, STAMPED L 163
 KG0216'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- GROUND WAS
 KG0216'FROZEN AND COULD NOT PROBE BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0115 ***********************************************************************
 KG0115  DESIGNATION -  L 165
 KG0115  PID         -  KG0115
 KG0115  STATE/COUNTY-  KS/OSBORNE
 KG0115  USGS QUAD   -  OSBORNE SW (1978)
 KG0115
 KG0115                         *CURRENT SURVEY CONTROL
 KG0115  ___________________________________________________________________
 KG0115* NAD 83(1986)-  39 21 25.     (N)    098 41 40.     (W)     SCALED    
 KG0115* NAVD 88     -       524.980  (meters)    1722.37   (feet)  ADJUSTED  
 KG0115  ___________________________________________________________________
 KG0115  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 KG0115  DYNAMIC HT  -         524.635 (meters)    1721.24  (feet)  COMP
 KG0115  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 KG0115
 KG0115  VERT ORDER  -  SECOND    CLASS 0
 KG0115
 KG0115.The horizontal coordinates were scaled from a topographic map and have
 KG0115.an estimated accuracy of +/- 6 seconds.
 KG0115
 KG0115.The orthometric height was determined by differential leveling
 KG0115.and adjusted by the National Geodetic Survey in June 1991..
 KG0115
 KG0115.The geoid height was determined by GEOID03.
 KG0115
 KG0115.The dynamic height is computed by dividing the NAVD 88
 KG0115.geopotential number by the normal gravity value computed on the
 KG0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0115.degrees latitude (g = 980.6199 gals.).
 KG0115
 KG0115.The modeled gravity was interpolated from observed gravity values.
 KG0115
 KG0115;                    North         East    Units  Estimated Accuracy
 KG0115;SPC KS N     -   113,860.      340,150.      MT  (+/- 180 meters Scaled)
 KG0115
 KG0115                          SUPERSEDED SURVEY CONTROL
 KG0115
 KG0115  NGVD 29 (??/??/92)  524.783  (m)         1721.73   (f) ADJ UNCH    2 0
 KG0115
 KG0115.Superseded values are not recommended for survey control.
 KG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0115.See file dsdata.txt to determine how the superseded data were derived.
 KG0115
 KG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ263564(NAD 83)
 KG0115_MARKER: DB = BENCH MARK DISK
 KG0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0115_STAMPING: L 165 1934
 KG0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0115+STABILITY: SURFACE MOTION
 KG0115
 KG0115  HISTORY     - Date     Condition        Report By
 KG0115  HISTORY     - 1934     MONUMENTED       CGS
 KG0115  HISTORY     - 1943     GOOD             NGS
 KG0115
 KG0115                          STATION DESCRIPTION
 KG0115
 KG0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0115'5.7 MI S FROM OSBORNE.
 KG0115'5.7 MILES SOUTH OF CITY HALL AT OSBORNE, NEAR TOP OF HILL,
 KG0115'65 FEET SOUTHEAST OF INTERSECTION OF AN EAST AND WEST FENCE
 KG0115'AND RIGHT OF WAY FENCE, 10 FEET NORTH OF A WOODEN CULVERT
 KG0115'ON DRIVE-WAY LEADING INTO A FIELD, 26 FEET EAST OF CENTERLINE
 KG0115'OF STATE HIGHWAY 8, IN FENCE LINE.
 KG0115
 KG0115                          STATION RECOVERY (1943)
 KG0115
 KG0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 KG0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0455 ***********************************************************************
 KF0455  DESIGNATION -  L 166
 KF0455  PID         -  KF0455
 KF0455  STATE/COUNTY-  KS/MITCHELL
 KF0455  USGS QUAD   -  SIMPSON (1979)
 KF0455
 KF0455                         *CURRENT SURVEY CONTROL
 KF0455  ___________________________________________________________________
 KF0455* NAD 83(1986)-  39 23 11.     (N)    097 56 01.     (W)     SCALED    
 KF0455* NAVD 88     -       406.827  (meters)    1334.73   (feet)  ADJUSTED  
 KF0455  ___________________________________________________________________
 KF0455  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 KF0455  DYNAMIC HT  -         406.568 (meters)    1333.88  (feet)  COMP
 KF0455  MODELED GRAV-     979,978.4   (mgal)                       NAVD 88
 KF0455
 KF0455  VERT ORDER  -  SECOND    CLASS 0
 KF0455
 KF0455.The horizontal coordinates were scaled from a topographic map and have
 KF0455.an estimated accuracy of +/- 6 seconds.
 KF0455
 KF0455.The orthometric height was determined by differential leveling
 KF0455.and adjusted by the National Geodetic Survey in June 1991..
 KF0455
 KF0455.The geoid height was determined by GEOID03.
 KF0455
 KF0455.The dynamic height is computed by dividing the NAVD 88
 KF0455.geopotential number by the normal gravity value computed on the
 KF0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0455.degrees latitude (g = 980.6199 gals.).
 KF0455
 KF0455.The modeled gravity was interpolated from observed gravity values.
 KF0455
 KF0455;                    North         East    Units  Estimated Accuracy
 KF0455;SPC KS N     -   116,900.      405,720.      MT  (+/- 180 meters Scaled)
 KF0455
 KF0455                          SUPERSEDED SURVEY CONTROL
 KF0455
 KF0455  NGVD 29 (??/??/92)  406.684  (m)         1334.26   (f) ADJ UNCH    2 0
 KF0455
 KF0455.Superseded values are not recommended for survey control.
 KF0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0455.See file dsdata.txt to determine how the superseded data were derived.
 KF0455
 KF0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ918601(NAD 83)
 KF0455_MARKER: DB = BENCH MARK DISK
 KF0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0455_SP_SET: FOOTING
 KF0455_STAMPING: L 166 1934
 KF0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0455
 KF0455  HISTORY     - Date     Condition        Report By
 KF0455  HISTORY     - 1934     MONUMENTED       CGS
 KF0455
 KF0455                          STATION DESCRIPTION
 KF0455
 KF0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0455'AT SIMPSON.
 KF0455'AT SIMPSON, MITCHELL COUNTY, ON THE UNION PACIFIC RAILROAD,
 KF0455'800 FEET WEST OF THE STATION, 2-1/2 POLES EAST OF MILEPOST 47, 50
 KF0455'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AT THE CITY WATER
 KF0455'TOWER, AND IN THE NORTHEAST CONCRETE FOOTING.  A STANDARD DISK,
 KF0455'STAMPED L 166 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1108 ***********************************************************************
 JF1108  DESIGNATION -  L 167
 JF1108  PID         -  JF1108
 JF1108  STATE/COUNTY-  KS/SALINE
 JF1108  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1108
 JF1108                         *CURRENT SURVEY CONTROL
 JF1108  ___________________________________________________________________
 JF1108* NAD 83(1986)-  38 53 30.     (N)    097 36 27.     (W)     SCALED    
 JF1108* NAVD 88     -       371.434  (meters)    1218.61   (feet)  ADJUSTED  
 JF1108  ___________________________________________________________________
 JF1108  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 JF1108  DYNAMIC HT  -         371.187 (meters)    1217.80  (feet)  COMP
 JF1108  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 JF1108
 JF1108  VERT ORDER  -  FIRST     CLASS II
 JF1108
 JF1108.The horizontal coordinates were scaled from a topographic map and have
 JF1108.an estimated accuracy of +/- 6 seconds.
 JF1108
 JF1108.The orthometric height was determined by differential leveling
 JF1108.and adjusted by the National Geodetic Survey in June 1991..
 JF1108.WARNING-Repeat measurements at this control monument indicate possible
 JF1108.vertical movement.
 JF1108
 JF1108.The geoid height was determined by GEOID03.
 JF1108
 JF1108.The dynamic height is computed by dividing the NAVD 88
 JF1108.geopotential number by the normal gravity value computed on the
 JF1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1108.degrees latitude (g = 980.6199 gals.).
 JF1108
 JF1108.The modeled gravity was interpolated from observed gravity values.
 JF1108
 JF1108;                    North         East    Units  Estimated Accuracy
 JF1108;SPC KS N     -    62,060.      434,050.      MT  (+/- 180 meters Scaled)
 JF1108
 JF1108                          SUPERSEDED SURVEY CONTROL
 JF1108
 JF1108  NGVD 29 (??/??/92)  371.340  (m)         1218.30   (f) ADJ UNCH    1 2
 JF1108
 JF1108.Superseded values are not recommended for survey control.
 JF1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1108.See file dsdata.txt to determine how the superseded data were derived.
 JF1108
 JF1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ207056(NAD 83)
 JF1108_MARKER: DB = BENCH MARK DISK
 JF1108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1108_SP_SET: BRIDGE
 JF1108_STAMPING: L 167 1934
 JF1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1108
 JF1108  HISTORY     - Date     Condition        Report By
 JF1108  HISTORY     - 1934     MONUMENTED       CGS
 JF1108  HISTORY     - 1970     GOOD             NGS
 JF1108
 JF1108                          STATION DESCRIPTION
 JF1108
 JF1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1108'1.2 MI NE FROM SALINA.
 JF1108'ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 81 FROM THE INTERSTATE
 JF1108'HIGHWAY 70 OVERPASS AT SALINA, THENCE ABOUT 0.25 MILE EAST
 JF1108'ALONG A PAVED STREET, THENCE ABOUT 0.9 MILE NORTH ALONG A
 JF1108'GRAVELED ROAD, SET IN TOP OF THE CONCRETE WING WALL AT THE
 JF1108'SOUTHWEST CORNER OF THE STEEL BRIDGE OVER SALINE RIVER, 12 1/2
 JF1108'FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH
 JF1108'THE ROAD.  THE MARK MAY ALSO BE REACHED BY GOING ABOUT 2.2 MILES
 JF1108'NORTH ALONG A GRAVELED ROAD FROM ST. JOHNS MILITARY SCHOOL AT
 JF1108'SALINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0014 ***********************************************************************
 JG0014  DESIGNATION -  L 168
 JG0014  PID         -  JG0014
 JG0014  STATE/COUNTY-  KS/ELLSWORTH
 JG0014  USGS QUAD   -  ELLSWORTH (1979)
 JG0014
 JG0014                         *CURRENT SURVEY CONTROL
 JG0014  ___________________________________________________________________
 JG0014* NAD 83(1986)-  38 44 10.     (N)    098 13 56.     (W)     SCALED    
 JG0014* NAVD 88     -       485.035  (meters)    1591.32   (feet)  ADJUSTED  
 JG0014  ___________________________________________________________________
 JG0014  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 JG0014  DYNAMIC HT  -         484.696 (meters)    1590.21  (feet)  COMP
 JG0014  MODELED GRAV-     979,913.5   (mgal)                       NAVD 88
 JG0014
 JG0014  VERT ORDER  -  FIRST     CLASS II
 JG0014
 JG0014.The horizontal coordinates were scaled from a topographic map and have
 JG0014.an estimated accuracy of +/- 6 seconds.
 JG0014
 JG0014.The orthometric height was determined by differential leveling
 JG0014.and adjusted by the National Geodetic Survey in June 1991..
 JG0014
 JG0014.The geoid height was determined by GEOID03.
 JG0014
 JG0014.The dynamic height is computed by dividing the NAVD 88
 JG0014.geopotential number by the normal gravity value computed on the
 JG0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0014.degrees latitude (g = 980.6199 gals.).
 JG0014
 JG0014.The modeled gravity was interpolated from observed gravity values.
 JG0014
 JG0014;                    North         East    Units  Estimated Accuracy
 JG0014;SPC KS N     -    44,740.      379,810.      MT  (+/- 180 meters Scaled)
 JG0014
 JG0014                          SUPERSEDED SURVEY CONTROL
 JG0014
 JG0014  NGVD 29 (??/??/92)  484.886  (m)         1590.83   (f) ADJ UNCH    1 2
 JG0014
 JG0014.Superseded values are not recommended for survey control.
 JG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0014.See file dsdata.txt to determine how the superseded data were derived.
 JG0014
 JG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH667877(NAD 83)
 JG0014_MARKER: DB = BENCH MARK DISK
 JG0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0014_SP_SET: CONCRETE BASE
 JG0014_STAMPING: L 168 1934
 JG0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JG0014+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 JG0014
 JG0014  HISTORY     - Date     Condition        Report By
 JG0014  HISTORY     - 1934     MONUMENTED       CGS
 JG0014  HISTORY     - 1956     MARK NOT FOUND   USGS
 JG0014  HISTORY     - 20050805 GOOD             GEOCAC
 JG0014
 JG0014                          STATION DESCRIPTION
 JG0014
 JG0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0014'AT ELLSWORTH.
 JG0014'AT ELLSWORTH, ELLSWORTH COUNTY, AT THE CITY WATER TOWER, IN THE
 JG0014'NORTHEAST SIDE OF THE SOUTHEAST CONCRETE BASE, AND 10 FEET NORTH
 JG0014'OF A SIDEWALK.  A STANDARD DISK, STAMPED L 168 1934.
 JG0014
 JG0014                          STATION RECOVERY (1956)
 JG0014
 JG0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 JG0014'MARK NOT FOUND.
 JG0014
 JG0014                          STATION RECOVERY (2005)
 JG0014
 JG0014'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JG0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0423 ***********************************************************************
 HE0423  DESIGNATION -  L 17
 HE0423  PID         -  HE0423
 HE0423  STATE/COUNTY-  KS/LABETTE
 HE0423  USGS QUAD   -  MOUND VALLEY (1974)
 HE0423
 HE0423                         *CURRENT SURVEY CONTROL
 HE0423  ___________________________________________________________________
 HE0423* NAD 83(1986)-  37 11 40.     (N)    095 24 24.     (W)     SCALED    
 HE0423* NAVD 88     -       246.506  (meters)     808.75   (feet)  ADJUSTED  
 HE0423  ___________________________________________________________________
 HE0423  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HE0423  DYNAMIC HT  -         246.310 (meters)     808.10  (feet)  COMP
 HE0423  MODELED GRAV-     979,826.6   (mgal)                       NAVD 88
 HE0423
 HE0423  VERT ORDER  -  FIRST     CLASS II
 HE0423
 HE0423.The horizontal coordinates were scaled from a topographic map and have
 HE0423.an estimated accuracy of +/- 6 seconds.
 HE0423
 HE0423.The orthometric height was determined by differential leveling
 HE0423.and adjusted by the National Geodetic Survey in June 1991..
 HE0423
 HE0423.The geoid height was determined by GEOID03.
 HE0423
 HE0423.The dynamic height is computed by dividing the NAVD 88
 HE0423.geopotential number by the normal gravity value computed on the
 HE0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0423.degrees latitude (g = 980.6199 gals.).
 HE0423
 HE0423.The modeled gravity was interpolated from observed gravity values.
 HE0423
 HE0423;                    North         East    Units  Estimated Accuracy
 HE0423;SPC KS S     -   463,130.      674,590.      MT  (+/- 180 meters Scaled)
 HE0423
 HE0423                          SUPERSEDED SURVEY CONTROL
 HE0423
 HE0423  NGVD 29 (??/??/92)  246.377  (m)          808.32   (f) ADJ UNCH    1 2
 HE0423
 HE0423.Superseded values are not recommended for survey control.
 HE0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0423.See file dsdata.txt to determine how the superseded data were derived.
 HE0423
 HE0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB863191(NAD 83)
 HE0423_MARKER: DB = BENCH MARK DISK
 HE0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0423_STAMPING: L 17 1933
 HE0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0423+STABILITY: SURFACE MOTION
 HE0423
 HE0423  HISTORY     - Date     Condition        Report By
 HE0423  HISTORY     - 1933     MONUMENTED       CGS
 HE0423
 HE0423                          STATION DESCRIPTION
 HE0423
 HE0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0423'1 MI S FROM MOUNT VALLEY.
 HE0423'ABOUT 1.0 MILE SOUTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD
 HE0423'FROM MOUND VALLEY, LABETTE COUNTY, ABOUT 2 POLES SOUTH OF
 HE0423'MILEPOST 150, 26 FEET NORTH OF A PRIVATE-GRADE CROSSING, AND
 HE0423'ABOUT 45 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED L
 HE0423'17 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1239 ***********************************************************************
 HE1239  DESIGNATION -  L 17 RESET
 HE1239  PID         -  HE1239
 HE1239  STATE/COUNTY-  KS/LABETTE
 HE1239  USGS QUAD   -  MOUND VALLEY (1974)
 HE1239
 HE1239                         *CURRENT SURVEY CONTROL
 HE1239  ___________________________________________________________________
 HE1239* NAD 83(1986)-  37 11 40.     (N)    095 24 24.     (W)     SCALED    
 HE1239* NAVD 88     -       247.59   (meters)     812.3    (feet)  RESET     
 HE1239  ___________________________________________________________________
 HE1239  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 HE1239
 HE1239  VERT ORDER  -  THIRD
 HE1239
 HE1239.The horizontal coordinates were scaled from a topographic map and have
 HE1239.an estimated accuracy of +/- 6 seconds.
 HE1239
 HE1239.The orthometric height was computed from unverified reset data.
 HE1239
 HE1239.The geoid height was determined by GEOID03.
 HE1239
 HE1239;                    North         East    Units  Estimated Accuracy
 HE1239;SPC KS S     -   463,130.      674,590.      MT  (+/- 180 meters Scaled)
 HE1239
 HE1239                          SUPERSEDED SURVEY CONTROL
 HE1239
 HE1239  NGVD 29 (03/09/04)  247.46   (m)          811.9    (f) RESET       3  
 HE1239
 HE1239.Superseded values are not recommended for survey control.
 HE1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1239.See file dsdata.txt to determine how the superseded data were derived.
 HE1239
 HE1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB863191(NAD 83)
 HE1239_MARKER: DV = VERTICAL CONTROL DISK
 HE1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1239_SP_SET: CONCRETE POST
 HE1239_STAMPING: L 17 RESET 1980
 HE1239_MARK LOGO: NGS   
 HE1239_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1239+STABILITY: SURFACE MOTION
 HE1239
 HE1239  HISTORY     - Date     Condition        Report By
 HE1239  HISTORY     - 1980     MONUMENTED       NGS
 HE1239
 HE1239                          STATION DESCRIPTION
 HE1239
 HE1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 HE1239'0.85 MILE SOUTH ALONG MAIN STREET AND STATE HIGHWAY 222 FROM THE POST
 HE1239'OFFICE IN MOUND VALLEY, THENCE LEFT AND EAST ALONG STATE HIGHWAY 96
 HE1239'FOR 0.15 MILE TO THE MARK ON THE LEFT, 50 FEET NORTH OF THE
 HE1239'CENTERLINE OF THE HIGWAY, 3.0 FEET EAST OF A POWERLINE POLE, AND MARK
 HE1239'PROJECTS 3 INCHES ABOVE THE GROUND.  1.5 FEET W OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0068 ***********************************************************************
 KG0068  DESIGNATION -  L 170
 KG0068  PID         -  KG0068
 KG0068  STATE/COUNTY-  KS/MITCHELL
 KG0068  USGS QUAD   -  BELOIT (1978)
 KG0068
 KG0068                         *CURRENT SURVEY CONTROL
 KG0068  ___________________________________________________________________
 KG0068* NAD 83(1986)-  39 24 30.     (N)    098 06 58.     (W)     SCALED    
 KG0068* NAVD 88     -       449.755  (meters)    1475.57   (feet)  ADJUSTED  
 KG0068  ___________________________________________________________________
 KG0068  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 KG0068  DYNAMIC HT  -         449.466 (meters)    1474.62  (feet)  COMP
 KG0068  MODELED GRAV-     979,968.9   (mgal)                       NAVD 88
 KG0068
 KG0068  VERT ORDER  -  SECOND    CLASS 0
 KG0068
 KG0068.The horizontal coordinates were scaled from a topographic map and have
 KG0068.an estimated accuracy of +/- 6 seconds.
 KG0068
 KG0068.The orthometric height was determined by differential leveling
 KG0068.and adjusted by the National Geodetic Survey in June 1991..
 KG0068
 KG0068.The geoid height was determined by GEOID03.
 KG0068
 KG0068.The dynamic height is computed by dividing the NAVD 88
 KG0068.geopotential number by the normal gravity value computed on the
 KG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0068.degrees latitude (g = 980.6199 gals.).
 KG0068
 KG0068.The modeled gravity was interpolated from observed gravity values.
 KG0068
 KG0068;                    North         East    Units  Estimated Accuracy
 KG0068;SPC KS N     -   119,350.      390,000.      MT  (+/- 180 meters Scaled)
 KG0068
 KG0068                          SUPERSEDED SURVEY CONTROL
 KG0068
 KG0068  NGVD 29 (??/??/92)  449.595  (m)         1475.05   (f) ADJ UNCH    2 0
 KG0068
 KG0068.Superseded values are not recommended for survey control.
 KG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0068.See file dsdata.txt to determine how the superseded data were derived.
 KG0068
 KG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ760624(NAD 83)
 KG0068_MARKER: DB = BENCH MARK DISK
 KG0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0068_STAMPING: L 170 1934
 KG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0068+STABILITY: SURFACE MOTION
 KG0068
 KG0068  HISTORY     - Date     Condition        Report By
 KG0068  HISTORY     - 1934     MONUMENTED       KSGS
 KG0068
 KG0068                          STATION DESCRIPTION
 KG0068
 KG0068'DESCRIBED BY KANSAS GEODETIC SURVEY 1934
 KG0068'4.9 MI S FROM BELOIT.
 KG0068'4.9 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE CITY WATER TOWER
 KG0068'AT BELOIT, MITCHELL COUNTY, 100 YARDS SOUTHEAST OF A LARGE
 KG0068'2-STORY STONE HOUSE, AT THE INTERSECTION OF AN EAST-AND-WEST
 KG0068'ROAD, NEAR THE SOUTHWEST CORNER OF SEC. 28, T.7 S, R. 7 W.,
 KG0068'60 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 36 FEET
 KG0068'NORTH OF THE CENTER LINE OF THE ROAD.  A STATE SURVEY STANDARD
 KG0068'DISK, STAMPED L 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0525 ***********************************************************************
 KF0525  DESIGNATION -  L 171
 KF0525  PID         -  KF0525
 KF0525  STATE/COUNTY-  KS/OTTAWA
 KF0525  USGS QUAD   -  AURORA SW (1965)
 KF0525
 KF0525                         *CURRENT SURVEY CONTROL
 KF0525  ___________________________________________________________________
 KF0525* NAD 83(1986)-  39 16 39.     (N)    097 44 32.     (W)     SCALED    
 KF0525* NAVD 88     -       405.704  (meters)    1331.05   (feet)  ADJUSTED  
 KF0525  ___________________________________________________________________
 KF0525  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 KF0525  DYNAMIC HT  -         405.448 (meters)    1330.21  (feet)  COMP
 KF0525  MODELED GRAV-     979,984.6   (mgal)                       NAVD 88
 KF0525
 KF0525  VERT ORDER  -  SECOND    CLASS 0
 KF0525
 KF0525.The horizontal coordinates were scaled from a topographic map and have
 KF0525.an estimated accuracy of +/- 6 seconds.
 KF0525
 KF0525.The orthometric height was determined by differential leveling
 KF0525.and adjusted by the National Geodetic Survey in June 1991..
 KF0525
 KF0525.The geoid height was determined by GEOID03.
 KF0525
 KF0525.The dynamic height is computed by dividing the NAVD 88
 KF0525.geopotential number by the normal gravity value computed on the
 KF0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0525.degrees latitude (g = 980.6199 gals.).
 KF0525
 KF0525.The modeled gravity was interpolated from observed gravity values.
 KF0525
 KF0525;                    North         East    Units  Estimated Accuracy
 KF0525;SPC KS N     -   104,850.      422,240.      MT  (+/- 180 meters Scaled)
 KF0525
 KF0525                          SUPERSEDED SURVEY CONTROL
 KF0525
 KF0525  NGVD 29 (??/??/92)  405.584  (m)         1330.65   (f) ADJ UNCH    2 0
 KF0525
 KF0525.Superseded values are not recommended for survey control.
 KF0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0525.See file dsdata.txt to determine how the superseded data were derived.
 KF0525
 KF0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ084483(NAD 83)
 KF0525_MARKER: DD = SURVEY DISK
 KF0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0525_STAMPING: L 171 1934
 KF0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0525+STABILITY: SURFACE MOTION
 KF0525
 KF0525  HISTORY     - Date     Condition        Report By
 KF0525  HISTORY     - 1934     MONUMENTED       KSGS
 KF0525  HISTORY     - 1960     GOOD             NGS
 KF0525  HISTORY     - 1980     GOOD             KSDT
 KF0525
 KF0525                          STATION DESCRIPTION
 KF0525
 KF0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KF0525'1.7 MI E FROM DELPHOS.
 KF0525'1.7 MILES EAST ALONG STATE HIGHWAY 41 FROM THE UNION PACIFIC
 KF0525'RAILROAD STATION AT DELPHOS, OTTAWA COUNTY, AT A CEMETERY, AND
 KF0525'5 FEET NORTHWEST OF THE NORTHEAST CORNER.  A STATE SURVEY
 KF0525'STANDARD DISK, STAMPED L 171 1934 AND SET IN THE TOP OF A CONCRETE
 KF0525'POST.
 KF0525
 KF0525                          STATION RECOVERY (1980)
 KF0525
 KF0525'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1980
 KF0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1672 ***********************************************************************
 JF1672  DESIGNATION -  L 173 RESET
 JF1672  PID         -  JF1672
 JF1672  STATE/COUNTY-  KS/SALINE
 JF1672  USGS QUAD   -  TRENTON (1978)
 JF1672
 JF1672                         *CURRENT SURVEY CONTROL
 JF1672  ___________________________________________________________________
 JF1672* NAD 83(1986)-  38 53 13.     (N)    097 38 58.     (W)     SCALED    
 JF1672* NAVD 88     -       372.94   (meters)    1223.6    (feet)  RESET     
 JF1672  ___________________________________________________________________
 JF1672  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 JF1672
 JF1672  VERT ORDER  -  THIRD
 JF1672
 JF1672.The horizontal coordinates were scaled from a topographic map and have
 JF1672.an estimated accuracy of +/- 6 seconds.
 JF1672
 JF1672.The orthometric height was computed from unverified reset data.
 JF1672
 JF1672.The geoid height was determined by GEOID03.
 JF1672
 JF1672;                    North         East    Units  Estimated Accuracy
 JF1672;SPC KS N     -    61,520.      430,420.      MT  (+/- 180 meters Scaled)
 JF1672
 JF1672                          SUPERSEDED SURVEY CONTROL
 JF1672
 JF1672  NGVD 29 (03/09/04)  372.85   (m)         1223.3    (f) RESET       3  
 JF1672
 JF1672.Superseded values are not recommended for survey control.
 JF1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1672.See file dsdata.txt to determine how the superseded data were derived.
 JF1672
 JF1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ171050(NAD 83)
 JF1672_MARKER: DV = VERTICAL CONTROL DISK
 JF1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1672_SP_SET: CONCRETE POST
 JF1672_STAMPING: L 173 RESET 1985
 JF1672_MARK LOGO: NGS   
 JF1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1672
 JF1672  HISTORY     - Date     Condition        Report By
 JF1672  HISTORY     - 1985     MONUMENTED       NGS
 JF1672
 JF1672                          STATION DESCRIPTION
 JF1672
 JF1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JF1672'5.47 KM (3.40 MI) NORTHWEST ALONG THE UNION PACIFIC RAILROAD, FROM THE
 JF1672'STATION AT SALINA, ABOUT 1.2 KM (0.7 MI) NORTH OF INTERSTATE HIGHWAY
 JF1672'70, ABOUT 0.4 KM (0.2 MI) WEST OF INTERSTATE HIGHWAY 135, OF TRENTON
 JF1672'SIDING, AT THE CROSSING OF A NORTH/SOUTH COUNTY ROAD, 26.5 M
 JF1672'(86.9 FT) SOUTHWEST FROM THE CENTERLINE OF THE MAIN TRACK, 26.5 M
 JF1672'(86.9 FT) SOUTH FROM THE EAST END OF THE CENTER OF A TRIPLE TUBE,
 JF1672'METAL CULVERT UNDER THE ROAD, 7.6 M (24.9 FT) EAST FROM THE
 JF1672'CENTERLINE OF THE ROAD, 3.35 M (10.99 FT) NORTH-NORTHEAST FROM A
 JF1672'JUNCTION POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0260 ***********************************************************************
 HE0260  DESIGNATION -  L 18
 HE0260  PID         -  HE0260
 HE0260  STATE/COUNTY-  KS/CHEROKEE
 HE0260  USGS QUAD   -  COLUMBUS (1977)
 HE0260
 HE0260                         *CURRENT SURVEY CONTROL
 HE0260  ___________________________________________________________________
 HE0260* NAD 83(1986)-  37 10 32.     (N)    094 50 02.     (W)     SCALED    
 HE0260* NAVD 88     -       274.046  (meters)     899.10   (feet)  ADJUSTED  
 HE0260  ___________________________________________________________________
 HE0260  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 HE0260  DYNAMIC HT  -         273.826 (meters)     898.38  (feet)  COMP
 HE0260  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 HE0260
 HE0260  VERT ORDER  -  FIRST     CLASS II
 HE0260
 HE0260.The horizontal coordinates were scaled from a topographic map and have
 HE0260.an estimated accuracy of +/- 6 seconds.
 HE0260
 HE0260.The orthometric height was determined by differential leveling
 HE0260.and adjusted by the National Geodetic Survey in June 1991..
 HE0260
 HE0260.The geoid height was determined by GEOID03.
 HE0260
 HE0260.The dynamic height is computed by dividing the NAVD 88
 HE0260.geopotential number by the normal gravity value computed on the
 HE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0260.degrees latitude (g = 980.6199 gals.).
 HE0260
 HE0260.The modeled gravity was interpolated from observed gravity values.
 HE0260
 HE0260;                    North         East    Units  Estimated Accuracy
 HE0260;SPC KS S     -   462,880.      725,500.      MT  (+/- 180 meters Scaled)
 HE0260
 HE0260                          SUPERSEDED SURVEY CONTROL
 HE0260
 HE0260  NGVD 29 (??/??/92)  273.937  (m)          898.74   (f) ADJ UNCH    1 2
 HE0260
 HE0260.Superseded values are not recommended for survey control.
 HE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0260.See file dsdata.txt to determine how the superseded data were derived.
 HE0260
 HE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB371159(NAD 83)
 HE0260_MARKER: DB = BENCH MARK DISK
 HE0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0260_STAMPING: L 18 1933
 HE0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0260+STABILITY: SURFACE MOTION
 HE0260
 HE0260  HISTORY     - Date     Condition        Report By
 HE0260  HISTORY     - 1933     MONUMENTED       CGS
 HE0260  HISTORY     - 1944     GOOD             NGS
 HE0260
 HE0260                          STATION DESCRIPTION
 HE0260
 HE0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0260'NEAR COLUMBUS.
 HE0260'AT THE NORTHEAST PART OF COLUMBUS, CHEROKEE COUNTY, ON THE
 HE0260'ST. LOUIS-SAN FRANCISCO RAILWAY, 12-1/2 POLES WEST OF MILEPOST
 HE0260'343, 5 POLES WEST OF THE GRADE CROSSING OF STATE HIGHWAY 7,
 HE0260'5 POLES EAST OF THE INTERSECTION OF TWO LINES OF THE RAILROAD,
 HE0260'65 FEET WEST OF A FIRE HYDRANT, 50 FEET WEST OF A GRAVEL ROAD,
 HE0260'44 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 6 FEET WEST OF A
 HE0260'FENCE CORNER, AND 1 FOOT NORTH OF THE FENCE.  A STANDARD DISK
 HE0260'SET IN THE TOP OF A CONCRETE POST.
 HE0260
 HE0260                          STATION RECOVERY (1944)
 HE0260
 HE0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HE0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0460 ***********************************************************************
 HG0460  DESIGNATION -  L 181
 HG0460  PID         -  HG0460
 HG0460  STATE/COUNTY-  KS/KIOWA
 HG0460  USGS QUAD   -  COLDWATER NE (1980)
 HG0460
 HG0460                         *CURRENT SURVEY CONTROL
 HG0460  ___________________________________________________________________
 HG0460* NAD 83(1986)-  37 29 56.     (N)    099 19 12.     (W)     SCALED    
 HG0460* NAVD 88     -       683.741  (meters)    2243.24   (feet)  ADJUSTED  
 HG0460  ___________________________________________________________________
 HG0460  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 HG0460  DYNAMIC HT  -         683.145 (meters)    2241.28  (feet)  COMP
 HG0460  MODELED GRAV-     979,735.4   (mgal)                       NAVD 88
 HG0460
 HG0460  VERT ORDER  -  SECOND    CLASS 0
 HG0460
 HG0460.The horizontal coordinates were scaled from a topographic map and have
 HG0460.an estimated accuracy of +/- 6 seconds.
 HG0460
 HG0460.The orthometric height was determined by differential leveling
 HG0460.and adjusted by the National Geodetic Survey in June 1991..
 HG0460
 HG0460.The geoid height was determined by GEOID03.
 HG0460
 HG0460.The dynamic height is computed by dividing the NAVD 88
 HG0460.geopotential number by the normal gravity value computed on the
 HG0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0460.degrees latitude (g = 980.6199 gals.).
 HG0460
 HG0460.The modeled gravity was interpolated from observed gravity values.
 HG0460
 HG0460;                    North         East    Units  Estimated Accuracy
 HG0460;SPC KS S     -   492,680.      327,490.      MT  (+/- 180 meters Scaled)
 HG0460
 HG0460                          SUPERSEDED SURVEY CONTROL
 HG0460
 HG0460  NGVD 29 (??/??/92)  683.450  (m)         2242.29   (f) ADJ UNCH    2 0
 HG0460
 HG0460.Superseded values are not recommended for survey control.
 HG0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0460.See file dsdata.txt to determine how the superseded data were derived.
 HG0460
 HG0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG717502(NAD 83)
 HG0460_MARKER: DB = BENCH MARK DISK
 HG0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0460_STAMPING: L 181 1934
 HG0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0460+STABILITY: SURFACE MOTION
 HG0460
 HG0460  HISTORY     - Date     Condition        Report By
 HG0460  HISTORY     - 1934     MONUMENTED       CGS
 HG0460  HISTORY     - 1967     GOOD             USGS
 HG0460  HISTORY     - 1976     GOOD             LOCENG
 HG0460  HISTORY     - 1976     GOOD             LOCENG
 HG0460
 HG0460                          STATION DESCRIPTION
 HG0460
 HG0460'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HG0460'9 MI SW FROM GREENSBURG.
 HG0460'ABOUT 7.4 MI SOUTH AND 1.6 MI WEST ALONG STATE HIGHWAY 183 FROM
 HG0460'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION AT GREENSBURG,
 HG0460'KIOWA COUNTY, ABOUT 165 FEET NORTH OF THE CENTER LINE OF A
 HG0460'SECTION LINE ROAD, AND 40 FEET EAST OF THE CENTER LINE OF THE
 HG0460'HIGHWAY.  A STANDARD DISK, STAMPED L 181 1934 AND SET IN THE
 HG0460'TOP OF A CONCRETE POST.
 HG0460
 HG0460                          STATION RECOVERY (1976)
 HG0460
 HG0460'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0460'RECOVERED IN GOOD CONDITION.
 HG0460
 HG0460                          STATION RECOVERY (1976)
 HG0460
 HG0460'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0464 ***********************************************************************
 HG0464  DESIGNATION -  L 182
 HG0464  PID         -  HG0464
 HG0464  STATE/COUNTY-  KS/COMANCHE
 HG0464  USGS QUAD   -  PROTECTION (1980)
 HG0464
 HG0464                         *CURRENT SURVEY CONTROL
 HG0464  ___________________________________________________________________
 HG0464* NAD 83(1986)-  37 14 33.     (N)    099 23 29.     (W)     SCALED    
 HG0464* NAVD 88     -       596.836  (meters)    1958.12   (feet)  ADJUSTED  
 HG0464  ___________________________________________________________________
 HG0464  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 HG0464  DYNAMIC HT  -         596.308 (meters)    1956.39  (feet)  COMP
 HG0464  MODELED GRAV-     979,728.3   (mgal)                       NAVD 88
 HG0464
 HG0464  VERT ORDER  -  SECOND    CLASS 0
 HG0464
 HG0464.The horizontal coordinates were scaled from a topographic map and have
 HG0464.an estimated accuracy of +/- 6 seconds.
 HG0464
 HG0464.The orthometric height was determined by differential leveling
 HG0464.and adjusted by the National Geodetic Survey in June 1991..
 HG0464
 HG0464.The geoid height was determined by GEOID03.
 HG0464
 HG0464.The dynamic height is computed by dividing the NAVD 88
 HG0464.geopotential number by the normal gravity value computed on the
 HG0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0464.degrees latitude (g = 980.6199 gals.).
 HG0464
 HG0464.The modeled gravity was interpolated from observed gravity values.
 HG0464
 HG0464;                    North         East    Units  Estimated Accuracy
 HG0464;SPC KS S     -   464,290.      320,910.      MT  (+/- 180 meters Scaled)
 HG0464
 HG0464                          SUPERSEDED SURVEY CONTROL
 HG0464
 HG0464  NGVD 29 (??/??/92)  596.569  (m)         1957.24   (f) ADJ UNCH    2 0
 HG0464
 HG0464.Superseded values are not recommended for survey control.
 HG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0464.See file dsdata.txt to determine how the superseded data were derived.
 HG0464
 HG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG652218(NAD 83)
 HG0464_MARKER: DB = BENCH MARK DISK
 HG0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0464_STAMPING: L-182 1934
 HG0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0464+STABILITY: SURFACE MOTION
 HG0464
 HG0464  HISTORY     - Date     Condition        Report By
 HG0464  HISTORY     - 1934     MONUMENTED       CGS
 HG0464
 HG0464                          STATION DESCRIPTION
 HG0464
 HG0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0464'4 MI W FROM COLDWATER.
 HG0464'4.0 MILES WEST OF COLDWATER A.T. AND SF. RR. STATION 55 FEET
 HG0464'SOUTH OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK,
 HG0464'40 FEET EAST OF 2ND. POLE EAST OF MILEPOST 129, 30 FEET
 HG0464'WEST OF SECTION LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0257 ***********************************************************************
 HG0257  DESIGNATION -  L 183
 HG0257  PID         -  HG0257
 HG0257  STATE/COUNTY-  KS/BARBER
 HG0257  USGS QUAD   -  MEDICINE LODGE SW (1973)
 HG0257
 HG0257                         *CURRENT SURVEY CONTROL
 HG0257  ___________________________________________________________________
 HG0257* NAD 83(1986)-  37 19 27.     (N)    098 42 46.     (W)     SCALED    
 HG0257* NAVD 88     -       472.604  (meters)    1550.54   (feet)  ADJUSTED  
 HG0257  ___________________________________________________________________
 HG0257  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 HG0257  DYNAMIC HT  -         472.199 (meters)    1549.21  (feet)  COMP
 HG0257  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 HG0257
 HG0257  VERT ORDER  -  SECOND    CLASS 0
 HG0257
 HG0257.The horizontal coordinates were scaled from a topographic map and have
 HG0257.an estimated accuracy of +/- 6 seconds.
 HG0257
 HG0257.The orthometric height was determined by differential leveling
 HG0257.and adjusted by the National Geodetic Survey in June 1991..
 HG0257
 HG0257.The geoid height was determined by GEOID03.
 HG0257
 HG0257.The dynamic height is computed by dividing the NAVD 88
 HG0257.geopotential number by the normal gravity value computed on the
 HG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0257.degrees latitude (g = 980.6199 gals.).
 HG0257
 HG0257.The modeled gravity was interpolated from observed gravity values.
 HG0257
 HG0257;                    North         East    Units  Estimated Accuracy
 HG0257;SPC KS S     -   472,990.      381,140.      MT  (+/- 180 meters Scaled)
 HG0257
 HG0257                          SUPERSEDED SURVEY CONTROL
 HG0257
 HG0257  NGVD 29 (??/??/92)  472.392  (m)         1549.84   (f) ADJ UNCH    2 0
 HG0257
 HG0257.Superseded values are not recommended for survey control.
 HG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0257.See file dsdata.txt to determine how the superseded data were derived.
 HG0257
 HG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG254308(NAD 83)
 HG0257_MARKER: DB = BENCH MARK DISK
 HG0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0257_STAMPING: L 183 1934
 HG0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0257+STABILITY: SURFACE MOTION
 HG0257
 HG0257  HISTORY     - Date     Condition        Report By
 HG0257  HISTORY     - 1934     MONUMENTED       CGS
 HG0257  HISTORY     - 1940     GOOD             NGS
 HG0257
 HG0257                          STATION DESCRIPTION
 HG0257
 HG0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0257'1 MI SE FROM FOREST CITY.
 HG0257'1.0 MILE SOUTHEAST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0257'TOPEKA, AND SANTA FE RR.  0.2 MILE WEST OF MILE POST NO. 27.  42
 HG0257'FEET NORTH OF NEAREST RAIL.  30 FEET EAST OF CENTER LINE OF ROAD
 HG0257'WHICH CROSSES TRACK AND LEADS TO FIELD.  3.0 FEET EAST OF 4X4
 HG0257'INCH WOODEN POST PAINTED WHITE PROJECTING 2.5 FEET.  STD. DISK
 HG0257'BM IN CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0266 ***********************************************************************
 HG0266  DESIGNATION -  L 184
 HG0266  PID         -  HG0266
 HG0266  STATE/COUNTY-  KS/BARBER
 HG0266  USGS QUAD   -  MEDICINE LODGE (1973)
 HG0266
 HG0266                         *CURRENT SURVEY CONTROL
 HG0266  ___________________________________________________________________
 HG0266* NAD 83(1986)-  37 16 07.     (N)    098 35 45.     (W)     SCALED    
 HG0266* NAVD 88     -       443.328  (meters)    1454.49   (feet)  ADJUSTED  
 HG0266  ___________________________________________________________________
 HG0266  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 HG0266  DYNAMIC HT  -         442.949 (meters)    1453.24  (feet)  COMP
 HG0266  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 HG0266
 HG0266  VERT ORDER  -  SECOND    CLASS 0
 HG0266
 HG0266.The horizontal coordinates were scaled from a topographic map and have
 HG0266.an estimated accuracy of +/- 6 seconds.
 HG0266
 HG0266.The orthometric height was determined by differential leveling
 HG0266.and adjusted by the National Geodetic Survey in June 1991..
 HG0266
 HG0266.The geoid height was determined by GEOID03.
 HG0266
 HG0266.The dynamic height is computed by dividing the NAVD 88
 HG0266.geopotential number by the normal gravity value computed on the
 HG0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0266.degrees latitude (g = 980.6199 gals.).
 HG0266
 HG0266.The modeled gravity was interpolated from observed gravity values.
 HG0266
 HG0266;                    North         East    Units  Estimated Accuracy
 HG0266;SPC KS S     -   466,810.      391,500.      MT  (+/- 180 meters Scaled)
 HG0266
 HG0266                          SUPERSEDED SURVEY CONTROL
 HG0266
 HG0266  NGVD 29 (??/??/92)  443.124  (m)         1453.82   (f) ADJ UNCH    2 0
 HG0266
 HG0266.Superseded values are not recommended for survey control.
 HG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0266.See file dsdata.txt to determine how the superseded data were derived.
 HG0266
 HG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG358247(NAD 83)
 HG0266_MARKER: DB = BENCH MARK DISK
 HG0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0266_STAMPING: L 184 1934
 HG0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0266+STABILITY: SURFACE MOTION
 HG0266
 HG0266  HISTORY     - Date     Condition        Report By
 HG0266  HISTORY     - 1934     MONUMENTED       CGS
 HG0266  HISTORY     - 1945     MARK NOT FOUND   KSHC
 HG0266
 HG0266                          STATION DESCRIPTION
 HG0266
 HG0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0266'1.4 MI S FROM MEDICINE LODGE.
 HG0266'1.4 MILES SOUTH OF MEDICINE LODGE A.T. AND SF. RR. STATION 40
 HG0266'FEET WEST OF CENTER LINE OF KANSAS STATE HIGHWAY 8, 3 FEET
 HG0266'SOUTH OF GATE IN RIGHT OF WAY FENCE.
 HG0266
 HG0266                          STATION RECOVERY (1945)
 HG0266
 HG0266'RECOVERY NOTE BY KS HIGHWAY COMM 1945
 HG0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0120 ***********************************************************************
 HG0120  DESIGNATION -  L 185
 HG0120  PID         -  HG0120
 HG0120  STATE/COUNTY-  KS/HARPER
 HG0120  USGS QUAD   -  CRYSTAL SPRINGS (1973)
 HG0120
 HG0120                         *CURRENT SURVEY CONTROL
 HG0120  ___________________________________________________________________
 HG0120* NAD 83(1986)-  37 15 52.     (N)    098 08 05.     (W)     SCALED    
 HG0120* NAVD 88     -       438.913  (meters)    1440.00   (feet)  ADJUSTED  
 HG0120  ___________________________________________________________________
 HG0120  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HG0120  DYNAMIC HT  -         438.545 (meters)    1438.79  (feet)  COMP
 HG0120  MODELED GRAV-     979,778.7   (mgal)                       NAVD 88
 HG0120
 HG0120  VERT ORDER  -  SECOND    CLASS 0
 HG0120
 HG0120.The horizontal coordinates were scaled from a topographic map and have
 HG0120.an estimated accuracy of +/- 6 seconds.
 HG0120
 HG0120.The orthometric height was determined by differential leveling
 HG0120.and adjusted by the National Geodetic Survey in June 1991..
 HG0120
 HG0120.The geoid height was determined by GEOID03.
 HG0120
 HG0120.The dynamic height is computed by dividing the NAVD 88
 HG0120.geopotential number by the normal gravity value computed on the
 HG0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0120.degrees latitude (g = 980.6199 gals.).
 HG0120
 HG0120.The modeled gravity was interpolated from observed gravity values.
 HG0120
 HG0120;                    North         East    Units  Estimated Accuracy
 HG0120;SPC KS S     -   466,410.      432,400.      MT  (+/- 180 meters Scaled)
 HG0120
 HG0120                          SUPERSEDED SURVEY CONTROL
 HG0120
 HG0120  NGVD 29 (??/??/92)  438.775  (m)         1439.55   (f) ADJ UNCH    2 0
 HG0120
 HG0120.Superseded values are not recommended for survey control.
 HG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0120.See file dsdata.txt to determine how the superseded data were derived.
 HG0120
 HG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG767245(NAD 83)
 HG0120_MARKER: DB = BENCH MARK DISK
 HG0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0120_STAMPING: L 185 1934
 HG0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0120+STABILITY: SURFACE MOTION
 HG0120
 HG0120  HISTORY     - Date     Condition        Report By
 HG0120  HISTORY     - 1934     MONUMENTED       CGS
 HG0120  HISTORY     - 1972     GOOD             USGS
 HG0120
 HG0120                          STATION DESCRIPTION
 HG0120
 HG0120'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HG0120'AT EULA.
 HG0120'AT CRYSTAL SPRINGS-(EULA) 160 FT. SOUTH, 120 FT. WEST AND 0.8
 HG0120'FT HIGHER THAN T-STREET NORTH, 190 FT. EAST OF EAST SIDE OF
 HG0120'EULA DEPOT, 50 FT. SOUTH AND 120 FT. WEST OF SW CORNER OF A TIN
 HG0120'SIDED GRAIN ELEVATOR, 8 FT. SOUTH AND 22 FT. WEST OF THE NORTH
 HG0120'RAIL, IN A CONC. POST STD. U.S.C. AND G.S. DISK STAMPED L 185
 HG0120'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0044 ***********************************************************************
 JH0044  DESIGNATION -  L 190
 JH0044  PID         -  JH0044
 JH0044  STATE/COUNTY-  KS/FINNEY
 JH0044  USGS QUAD   -  KALVESTA (1974)
 JH0044
 JH0044                         *CURRENT SURVEY CONTROL
 JH0044  ___________________________________________________________________
 JH0044* NAD 83(1986)-  38 03 33.     (N)    100 15 12.     (W)     SCALED    
 JH0044* NAVD 88     -       797.660  (meters)    2616.99   (feet)  ADJUSTED  
 JH0044  ___________________________________________________________________
 JH0044  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 JH0044  DYNAMIC HT  -         796.983 (meters)    2614.77  (feet)  COMP
 JH0044  MODELED GRAV-     979,754.6   (mgal)                       NAVD 88
 JH0044
 JH0044  VERT ORDER  -  SECOND    CLASS 0
 JH0044
 JH0044.The horizontal coordinates were scaled from a topographic map and have
 JH0044.an estimated accuracy of +/- 6 seconds.
 JH0044
 JH0044.The orthometric height was determined by differential leveling
 JH0044.and adjusted by the National Geodetic Survey in June 1991..
 JH0044
 JH0044.The geoid height was determined by GEOID03.
 JH0044
 JH0044.The dynamic height is computed by dividing the NAVD 88
 JH0044.geopotential number by the normal gravity value computed on the
 JH0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0044.degrees latitude (g = 980.6199 gals.).
 JH0044
 JH0044.The modeled gravity was interpolated from observed gravity values.
 JH0044
 JH0044;                    North         East    Units  Estimated Accuracy
 JH0044;SPC KS S     -   555,990.      246,140.      MT  (+/- 180 meters Scaled)
 JH0044
 JH0044                          SUPERSEDED SURVEY CONTROL
 JH0044
 JH0044  NGVD 29 (??/??/92)  797.360  (m)         2616.01   (f) ADJ UNCH    2 0
 JH0044
 JH0044.Superseded values are not recommended for survey control.
 JH0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0044.See file dsdata.txt to determine how the superseded data were derived.
 JH0044
 JH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH900131(NAD 83)
 JH0044_MARKER: DB = BENCH MARK DISK
 JH0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0044_STAMPING: L-190 1934
 JH0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0044+STABILITY: SURFACE MOTION
 JH0044
 JH0044  HISTORY     - Date     Condition        Report By
 JH0044  HISTORY     - 1934     MONUMENTED       CGS
 JH0044  HISTORY     - 1965     MARK NOT FOUND   USGS
 JH0044
 JH0044                          STATION DESCRIPTION
 JH0044
 JH0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0044'1.8 MI E FROM KALVESTA.
 JH0044'1.8 MILES EAST OF POST OFFICE, AT KALVESTA 45 FEET NORTH OF THE
 JH0044'CENTERLINE OF U.S. HIGHWAY 50-N.
 JH0044
 JH0044                          STATION RECOVERY (1965)
 JH0044
 JH0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JH0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0196 ***********************************************************************
 HH0196  DESIGNATION -  L 191
 HH0196  PID         -  HH0196
 HH0196  STATE/COUNTY-  KS/HASKELL
 HH0196  USGS QUAD   -  COPELAND (1969)
 HH0196
 HH0196                         *CURRENT SURVEY CONTROL
 HH0196  ___________________________________________________________________
 HH0196* NAD 83(1986)-  37 31 46.     (N)    100 40 46.     (W)     SCALED    
 HH0196* NAVD 88     -       871.761  (meters)    2860.10   (feet)  ADJUSTED  
 HH0196  ___________________________________________________________________
 HH0196  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 HH0196  DYNAMIC HT  -         870.951 (meters)    2857.45  (feet)  COMP
 HH0196  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 HH0196
 HH0196  VERT ORDER  -  SECOND    CLASS 0
 HH0196
 HH0196.The horizontal coordinates were scaled from a topographic map and have
 HH0196.an estimated accuracy of +/- 6 seconds.
 HH0196
 HH0196.The orthometric height was determined by differential leveling
 HH0196.and adjusted by the National Geodetic Survey in June 1991..
 HH0196
 HH0196.The geoid height was determined by GEOID03.
 HH0196
 HH0196.The dynamic height is computed by dividing the NAVD 88
 HH0196.geopotential number by the normal gravity value computed on the
 HH0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0196.degrees latitude (g = 980.6199 gals.).
 HH0196
 HH0196.The modeled gravity was interpolated from observed gravity values.
 HH0196
 HH0196;                    North         East    Units  Estimated Accuracy
 HH0196;SPC KS S     -   498,010.      207,380.      MT  (+/- 180 meters Scaled)
 HH0196
 HH0196                          SUPERSEDED SURVEY CONTROL
 HH0196
 HH0196  NGVD 29 (??/??/92)  871.398  (m)         2858.91   (f) ADJ UNCH    2 0
 HH0196
 HH0196.Superseded values are not recommended for survey control.
 HH0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0196.See file dsdata.txt to determine how the superseded data were derived.
 HH0196
 HH0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG516549(NAD 83)
 HH0196_MARKER: DB = BENCH MARK DISK
 HH0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0196_STAMPING: L 191 1934
 HH0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0196+STABILITY: SURFACE MOTION
 HH0196
 HH0196  HISTORY     - Date     Condition        Report By
 HH0196  HISTORY     - 1934     MONUMENTED       CGS
 HH0196
 HH0196                          STATION DESCRIPTION
 HH0196
 HH0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0196'2.9 MI SW FROM COPELAND.
 HH0196'IN HASKELL COUNTY, ABOUT 2.9 MILES SOUTHWEST ALONG THE ATCHISON,
 HH0196'TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT COPELAND,
 HH0196'GRAY COUNTY, 9 FEET SOUTH OF MILEPOST 40, 56 FEET NORTHWEST
 HH0196'OF THE CENTER LINE OF STATE HIGHWAY 45, 44 FEET SOUTHEAST
 HH0196'OF THE CENTER LINE OF THE TRACK, AND 1 FOOT NORTHWEST OF THE
 HH0196'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 191 1934 AND
 HH0196'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0540 ***********************************************************************
 HG0540  DESIGNATION -  L 192
 HG0540  PID         -  HG0540
 HG0540  STATE/COUNTY-  KS/FORD
 HG0540  USGS QUAD   -  SPEARVILLE (1984)
 HG0540
 HG0540                         *CURRENT SURVEY CONTROL
 HG0540  ___________________________________________________________________
 HG0540* NAD 83(1986)-  37 48 42.     (N)    099 50 01.     (W)     SCALED    
 HG0540* NAVD 88     -       756.242  (meters)    2481.10   (feet)  ADJUSTED  
 HG0540  ___________________________________________________________________
 HG0540  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HG0540  DYNAMIC HT  -         755.595 (meters)    2478.98  (feet)  COMP
 HG0540  MODELED GRAV-     979,749.3   (mgal)                       NAVD 88
 HG0540
 HG0540  VERT ORDER  -  SECOND    CLASS 0
 HG0540
 HG0540.The horizontal coordinates were scaled from a topographic map and have
 HG0540.an estimated accuracy of +/- 6 seconds.
 HG0540
 HG0540.The orthometric height was determined by differential leveling
 HG0540.and adjusted by the National Geodetic Survey in June 1991..
 HG0540
 HG0540.The geoid height was determined by GEOID03.
 HG0540
 HG0540.The dynamic height is computed by dividing the NAVD 88
 HG0540.geopotential number by the normal gravity value computed on the
 HG0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0540.degrees latitude (g = 980.6199 gals.).
 HG0540
 HG0540.The modeled gravity was interpolated from observed gravity values.
 HG0540
 HG0540;                    North         East    Units  Estimated Accuracy
 HG0540;SPC KS S     -   527,920.      282,580.      MT  (+/- 180 meters Scaled)
 HG0540
 HG0540                          SUPERSEDED SURVEY CONTROL
 HG0540
 HG0540  NGVD 29 (??/??/92)  755.928  (m)         2480.07   (f) ADJ UNCH    2 0
 HG0540
 HG0540.Superseded values are not recommended for survey control.
 HG0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0540.See file dsdata.txt to determine how the superseded data were derived.
 HG0540
 HG0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG266852(NAD 83)
 HG0540_MARKER: DB = BENCH MARK DISK
 HG0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0540_STAMPING: L 192 1934
 HG0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0540+STABILITY: SURFACE MOTION
 HG0540
 HG0540  HISTORY     - Date     Condition        Report By
 HG0540  HISTORY     - 1934     MONUMENTED       CGS
 HG0540
 HG0540                          STATION DESCRIPTION
 HG0540
 HG0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0540'3.7 MI E FROM WRIGHT.
 HG0540'ABOUT 3.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0540'RAILWAY FROM THE STATION AT WRIGHT, FORD COUNTY, 12 FEET EAST
 HG0540'OF MILEPOST 341, 57 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 HG0540'AND ABOUT 5 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 HG0540'L 192 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0377 ***********************************************************************
 HG0377  DESIGNATION -  L 193
 HG0377  PID         -  HG0377
 HG0377  STATE/COUNTY-  KS/EDWARDS
 HG0377  USGS QUAD   -  CENTERVIEW (1972)
 HG0377
 HG0377                         *CURRENT SURVEY CONTROL
 HG0377  ___________________________________________________________________
 HG0377* NAD 83(1986)-  37 45 45.     (N)    099 18 15.     (W)     SCALED    
 HG0377* NAVD 88     -       666.697  (meters)    2187.32   (feet)  ADJUSTED  
 HG0377  ___________________________________________________________________
 HG0377  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 HG0377  DYNAMIC HT  -         666.137 (meters)    2185.48  (feet)  COMP
 HG0377  MODELED GRAV-     979,768.2   (mgal)                       NAVD 88
 HG0377
 HG0377  VERT ORDER  -  SECOND    CLASS 0
 HG0377
 HG0377.The horizontal coordinates were scaled from a topographic map and have
 HG0377.an estimated accuracy of +/- 6 seconds.
 HG0377
 HG0377.The orthometric height was determined by differential leveling
 HG0377.and adjusted by the National Geodetic Survey in June 1991..
 HG0377
 HG0377.The geoid height was determined by GEOID03.
 HG0377
 HG0377.The dynamic height is computed by dividing the NAVD 88
 HG0377.geopotential number by the normal gravity value computed on the
 HG0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0377.degrees latitude (g = 980.6199 gals.).
 HG0377
 HG0377.The modeled gravity was interpolated from observed gravity values.
 HG0377
 HG0377;                    North         East    Units  Estimated Accuracy
 HG0377;SPC KS S     -   521,930.      329,150.      MT  (+/- 180 meters Scaled)
 HG0377
 HG0377                          SUPERSEDED SURVEY CONTROL
 HG0377
 HG0377  NGVD 29 (??/??/92)  666.420  (m)         2186.41   (f) ADJ UNCH    2 0
 HG0377
 HG0377.Superseded values are not recommended for survey control.
 HG0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0377.See file dsdata.txt to determine how the superseded data were derived.
 HG0377
 HG0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG732795(NAD 83)
 HG0377_MARKER: DB = BENCH MARK DISK
 HG0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0377_STAMPING: L 193 1934
 HG0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0377+STABILITY: SURFACE MOTION
 HG0377
 HG0377  HISTORY     - Date     Condition        Report By
 HG0377  HISTORY     - 1934     MONUMENTED       CGS
 HG0377  HISTORY     - 1963     GOOD             LOCENG
 HG0377
 HG0377                          STATION DESCRIPTION
 HG0377
 HG0377'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 HG0377'11 MI N FROM GREENSBURG.
 HG0377'IN EDWARDS CO., ABOUT 11.0 MILES NORTH ALONG STATE HIGHWAY 1 FROM
 HG0377'CRI AND P RY. STATION AT GREENSBURG, KIOWA CO. 30 FEET SOUTH OF THE
 HG0377'CENTER LINE OF AN EAST-WEST SECTION ROAD, 36 FEET EAST OF THE
 HG0377'CENTER LINE OF THE HIGHWAY, 4 FEET EAST OF A FENCE CORNER AND 4
 HG0377'FEET NORTH OF A FENCE.  A STANDARD DISK STAMPED L 193 1934 AND
 HG0377'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BM IS IN LINE 28
 HG0377'KANSAS NEAR NW COR. SEC. 28 T-26-S R-18-W. STATE HWY. 1 MENTIONED
 HG0377'IN ORIG. DESCRIPTION IS NOW ONLY A SECTION LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0543 ***********************************************************************
 JG0543  DESIGNATION -  L 194
 JG0543  PID         -  JG0543
 JG0543  STATE/COUNTY-  KS/NESS
 JG0543  USGS QUAD   -  OSGOOD (1980)
 JG0543
 JG0543                         *CURRENT SURVEY CONTROL
 JG0543  ___________________________________________________________________
 JG0543* NAD 83(1986)-  38 39 33.     (N)    099 48 13.     (W)     SCALED    
 JG0543* NAVD 88     -       747.523  (meters)    2452.50   (feet)  ADJUSTED  
 JG0543  ___________________________________________________________________
 JG0543  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 JG0543  DYNAMIC HT  -         746.937 (meters)    2450.58  (feet)  COMP
 JG0543  MODELED GRAV-     979,818.4   (mgal)                       NAVD 88
 JG0543
 JG0543  VERT ORDER  -  SECOND    CLASS 0
 JG0543
 JG0543.The horizontal coordinates were scaled from a topographic map and have
 JG0543.an estimated accuracy of +/- 6 seconds.
 JG0543
 JG0543.The orthometric height was determined by differential leveling
 JG0543.and adjusted by the National Geodetic Survey in June 1991..
 JG0543
 JG0543.The geoid height was determined by GEOID03.
 JG0543
 JG0543.The dynamic height is computed by dividing the NAVD 88
 JG0543.geopotential number by the normal gravity value computed on the
 JG0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0543.degrees latitude (g = 980.6199 gals.).
 JG0543
 JG0543.The modeled gravity was interpolated from observed gravity values.
 JG0543
 JG0543;                    North         East    Units  Estimated Accuracy
 JG0543;SPC KS S     -   621,940.      286,540.      MT  (+/- 180 meters Scaled)
 JG0543
 JG0543                          SUPERSEDED SURVEY CONTROL
 JG0543
 JG0543  NGVD 29 (??/??/92)  747.226  (m)         2451.52   (f) ADJ UNCH    2 0
 JG0543
 JG0543.Superseded values are not recommended for survey control.
 JG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0543.See file dsdata.txt to determine how the superseded data were derived.
 JG0543
 JG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH300792(NAD 83)
 JG0543_MARKER: DB = BENCH MARK DISK
 JG0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0543_STAMPING: L 194 1934
 JG0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0543+STABILITY: SURFACE MOTION
 JG0543
 JG0543  HISTORY     - Date     Condition        Report By
 JG0543  HISTORY     - 1934     MONUMENTED       CGS
 JG0543  HISTORY     - 1940     GOOD             NGS
 JG0543
 JG0543                          STATION DESCRIPTION
 JG0543
 JG0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0543'3.8 MI W FROM BROWNELL.
 JG0543'3.8 MILES WEST OF THE DEPOT IN BROWNELL, BENCH MARK IS ALONG THE
 JG0543'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  88 FEET SOUTH
 JG0543'OF MILEPOST NO. 620.  48 FEET SOUTH OF THE CENTER LINE OF THE
 JG0543'TRACK.  3.0 FEET WEST OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING
 JG0543'18 INCHES.  2.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STD.
 JG0543'DISK B M IN CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0416 ***********************************************************************
 JG0416  DESIGNATION -  L 196
 JG0416  PID         -  JG0416
 JG0416  STATE/COUNTY-  KS/RUSH
 JG0416  USGS QUAD   -  LA CROSSE (1983)
 JG0416
 JG0416                         *CURRENT SURVEY CONTROL
 JG0416  ___________________________________________________________________
 JG0416* NAD 83(1986)-  38 34 55.     (N)    099 18 41.     (W)     SCALED    
 JG0416* NAVD 88     -       639.316  (meters)    2097.49   (feet)  ADJUSTED  
 JG0416  ___________________________________________________________________
 JG0416  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 JG0416  DYNAMIC HT  -         638.826 (meters)    2095.88  (feet)  COMP
 JG0416  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 JG0416
 JG0416  VERT ORDER  -  SECOND    CLASS 0
 JG0416
 JG0416.The horizontal coordinates were scaled from a topographic map and have
 JG0416.an estimated accuracy of +/- 6 seconds.
 JG0416
 JG0416.The orthometric height was determined by differential leveling
 JG0416.and adjusted by the National Geodetic Survey in June 1991..
 JG0416
 JG0416.The geoid height was determined by GEOID03.
 JG0416
 JG0416.The dynamic height is computed by dividing the NAVD 88
 JG0416.geopotential number by the normal gravity value computed on the
 JG0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0416.degrees latitude (g = 980.6199 gals.).
 JG0416
 JG0416.The modeled gravity was interpolated from observed gravity values.
 JG0416
 JG0416;                    North         East    Units  Estimated Accuracy
 JG0416;SPC KS S     -   612,880.      329,300.      MT  (+/- 180 meters Scaled)
 JG0416
 JG0416                          SUPERSEDED SURVEY CONTROL
 JG0416
 JG0416  NGVD 29 (??/??/92)  639.061  (m)         2096.65   (f) ADJ UNCH    2 0
 JG0416
 JG0416.Superseded values are not recommended for survey control.
 JG0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0416.See file dsdata.txt to determine how the superseded data were derived.
 JG0416
 JG0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH728704(NAD 83)
 JG0416_MARKER: DB = BENCH MARK DISK
 JG0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0416_STAMPING: L 196 1934
 JG0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0416+STABILITY: SURFACE MOTION
 JG0416
 JG0416  HISTORY     - Date     Condition        Report By
 JG0416  HISTORY     - 1934     MONUMENTED       CGS
 JG0416  HISTORY     - 1940     GOOD             NGS
 JG0416
 JG0416                          STATION DESCRIPTION
 JG0416
 JG0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0416'3.6 MI N FROM LA CROSSE.
 JG0416'3.6 MILES NORTH ALONG HIGHWAYS FROM THE CITY HALL IN LA CROSSE.
 JG0416'ALONG RIGHT-OF-WAY OF HIGHWAYS U.S. NO. 183 AND STATE NO. 1.
 JG0416'117 FEET WEST OF CENTER LINE OF A DIRT ROAD RUNNING NORTH AND
 JG0416'SOUTH.  83 FEET EAST OF CENTER LINE OF THE HIGHWAY, 70 FEET
 JG0416'SOUTH OF CENTER LINE OF AN EAST-WEST DIRT ROAD.  3.0 FEET
 JG0416'SOUTH OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING 18 INCHES.
 JG0416'STD. DISK B M ON TOP OF AN 8 INCH CONCRETE POST PROJECTING
 JG0416'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1094 ***********************************************************************
 JF1094  DESIGNATION -  L 197
 JF1094  PID         -  JF1094
 JF1094  STATE/COUNTY-  KS/MCPHERSON
 JF1094  USGS QUAD   -  LINDSBORG (1979)
 JF1094
 JF1094                         *CURRENT SURVEY CONTROL
 JF1094  ___________________________________________________________________
 JF1094* NAD 83(1986)-  38 32 56.     (N)    097 44 24.     (W)     SCALED    
 JF1094* NAVD 88     -       414.059  (meters)    1358.46   (feet)  ADJUSTED  
 JF1094  ___________________________________________________________________
 JF1094  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 JF1094  DYNAMIC HT  -         413.763 (meters)    1357.49  (feet)  COMP
 JF1094  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 JF1094
 JF1094  VERT ORDER  -  SECOND    CLASS 0
 JF1094
 JF1094.The horizontal coordinates were scaled from a topographic map and have
 JF1094.an estimated accuracy of +/- 6 seconds.
 JF1094
 JF1094.The orthometric height was determined by differential leveling
 JF1094.and adjusted by the National Geodetic Survey in June 1991..
 JF1094
 JF1094.The geoid height was determined by GEOID03.
 JF1094
 JF1094.The dynamic height is computed by dividing the NAVD 88
 JF1094.geopotential number by the normal gravity value computed on the
 JF1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1094.degrees latitude (g = 980.6199 gals.).
 JF1094
 JF1094.The modeled gravity was interpolated from observed gravity values.
 JF1094
 JF1094;                    North         East    Units  Estimated Accuracy
 JF1094;SPC KS S     -   609,180.      466,250.      MT  (+/- 180 meters Scaled)
 JF1094
 JF1094                          SUPERSEDED SURVEY CONTROL
 JF1094
 JF1094  NGVD 29 (??/??/92)  413.922  (m)         1358.01   (f) ADJ UNCH    2 0
 JF1094
 JF1094.Superseded values are not recommended for survey control.
 JF1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1094.See file dsdata.txt to determine how the superseded data were derived.
 JF1094
 JF1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH097674(NAD 83)
 JF1094_MARKER: DB = BENCH MARK DISK
 JF1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1094_STAMPING: L-197 1934
 JF1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1094+STABILITY: SURFACE MOTION
 JF1094
 JF1094  HISTORY     - Date     Condition        Report By
 JF1094  HISTORY     - 1934     MONUMENTED       CGS
 JF1094
 JF1094                          STATION DESCRIPTION
 JF1094
 JF1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF1094'4.2 MI W FROM LINDSBORG.
 JF1094'4.2 MILES WEST OF LINDSBORG, CRIST MILL AT LINDSBORG, 90 FEET
 JF1094'NORTHEAST OF THE NORTH END OF MISSOURI PACIFIC RAILROAD BRIDGE
 JF1094'22A.  48 FEET NORTH OF CENTERLINE OF TRACK.  36 FEET EAST OF
 JF1094'CENTERLINE OF NORTH AND SOUTH SECTION LINE ROAD.  2 FEET
 JF1094'SOUTH OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0110 ***********************************************************************
 JG0110  DESIGNATION -  L 198
 JG0110  PID         -  JG0110
 JG0110  STATE/COUNTY-  KS/RICE
 JG0110  USGS QUAD   -  RAYMOND (1970)
 JG0110
 JG0110                         *CURRENT SURVEY CONTROL
 JG0110  ___________________________________________________________________
 JG0110* NAD 83(1986)-  38 16 47.     (N)    098 25 28.     (W)     SCALED    
 JG0110* NAVD 88     -       525.582  (meters)    1724.35   (feet)  ADJUSTED  
 JG0110  ___________________________________________________________________
 JG0110  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 JG0110  DYNAMIC HT  -         525.186 (meters)    1723.05  (feet)  COMP
 JG0110  MODELED GRAV-     979,859.1   (mgal)                       NAVD 88
 JG0110
 JG0110  VERT ORDER  -  SECOND    CLASS 0
 JG0110
 JG0110.The horizontal coordinates were scaled from a topographic map and have
 JG0110.an estimated accuracy of +/- 6 seconds.
 JG0110
 JG0110.The orthometric height was determined by differential leveling
 JG0110.and adjusted by the National Geodetic Survey in June 1991..
 JG0110
 JG0110.The geoid height was determined by GEOID03.
 JG0110
 JG0110.The dynamic height is computed by dividing the NAVD 88
 JG0110.geopotential number by the normal gravity value computed on the
 JG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0110.degrees latitude (g = 980.6199 gals.).
 JG0110
 JG0110.The modeled gravity was interpolated from observed gravity values.
 JG0110
 JG0110;                    North         East    Units  Estimated Accuracy
 JG0110;SPC KS S     -   579,030.      406,610.      MT  (+/- 180 meters Scaled)
 JG0110
 JG0110                          SUPERSEDED SURVEY CONTROL
 JG0110
 JG0110  NGVD 29 (??/??/92)  525.443  (m)         1723.89   (f) ADJ UNCH    2 0
 JG0110
 JG0110.Superseded values are not recommended for survey control.
 JG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0110.See file dsdata.txt to determine how the superseded data were derived.
 JG0110
 JG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH503370(NAD 83)
 JG0110_MARKER: DB = BENCH MARK DISK
 JG0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0110_STAMPING: L 198 1934
 JG0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0110+STABILITY: SURFACE MOTION
 JG0110
 JG0110  HISTORY     - Date     Condition        Report By
 JG0110  HISTORY     - 1934     MONUMENTED       CGS
 JG0110  HISTORY     - 1943     GOOD             NGS
 JG0110
 JG0110                          STATION DESCRIPTION
 JG0110
 JG0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JG0110'10.4 MI SE FROM ELLINWOOD.
 JG0110'IN RICE COUNTY, 10.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA
 JG0110'AND SANTA FE RAILWAY FROM THE STATION AT ELLINWOOD, BARTON
 JG0110'COUNTY, 250 FEET WEST OF BRIDGE NO. 249-B, AT A ROAD CROSSING,
 JG0110'52 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 36 FEET EAST
 JG0110'OF THE CENTERLINE OF THE NORTH-AND-SOUTH SECTION-LINE ROAD.  A
 JG0110'STANDARD DISK, STAMPED L 198 1934 AND SET IN THE TOP OF A
 JG0110'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0077 ***********************************************************************
 HG0077  DESIGNATION -  L 199
 HG0077  PID         -  HG0077
 HG0077  STATE/COUNTY-  KS/RENO
 HG0077  USGS QUAD   -  ARLINGTON (1971)
 HG0077
 HG0077                         *CURRENT SURVEY CONTROL
 HG0077  ___________________________________________________________________
 HG0077* NAD 83(1986)-  37 58 16.     (N)    098 09 38.     (W)     SCALED    
 HG0077* NAVD 88     -       496.046  (meters)    1627.44   (feet)  ADJUSTED  
 HG0077  ___________________________________________________________________
 HG0077  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 HG0077  DYNAMIC HT  -         495.654 (meters)    1626.16  (feet)  COMP
 HG0077  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 HG0077
 HG0077  VERT ORDER  -  SECOND    CLASS 0
 HG0077
 HG0077.The horizontal coordinates were scaled from a topographic map and have
 HG0077.an estimated accuracy of +/- 6 seconds.
 HG0077
 HG0077.The orthometric height was determined by differential leveling
 HG0077.and adjusted by the National Geodetic Survey in June 1991..
 HG0077
 HG0077.The geoid height was determined by GEOID03.
 HG0077
 HG0077.The dynamic height is computed by dividing the NAVD 88
 HG0077.geopotential number by the normal gravity value computed on the
 HG0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0077.degrees latitude (g = 980.6199 gals.).
 HG0077
 HG0077.The modeled gravity was interpolated from observed gravity values.
 HG0077
 HG0077;                    North         East    Units  Estimated Accuracy
 HG0077;SPC KS S     -   544,830.      429,820.      MT  (+/- 180 meters Scaled)
 HG0077
 HG0077                          SUPERSEDED SURVEY CONTROL
 HG0077
 HG0077  NGVD 29 (??/??/92)  495.894  (m)         1626.95   (f) ADJ UNCH    2 0
 HG0077
 HG0077.Superseded values are not recommended for survey control.
 HG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0077.See file dsdata.txt to determine how the superseded data were derived.
 HG0077
 HG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH737029(NAD 83)
 HG0077_MARKER: DB = BENCH MARK DISK
 HG0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0077_STAMPING: L 199 1934
 HG0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0077+STABILITY: SURFACE MOTION
 HG0077
 HG0077  HISTORY     - Date     Condition        Report By
 HG0077  HISTORY     - 1934     MONUMENTED       CGS
 HG0077
 HG0077                          STATION DESCRIPTION
 HG0077
 HG0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0077'13.7 MI E FROM SYLVIA.
 HG0077'13.7 MILES EAST OF AT AND SF RR DEPOT AT SYLVIA 73 FEET WEST OF
 HG0077'NINTH POLE EAST OF MILE POST 233.  45 FEET EAST OF CENTERLINE
 HG0077'OF SECTION ROAD.  50 FEET SOUTH OF CENTERLINE OF ATCHISON TOPEKA
 HG0077'AND SANTA FE RAILROAD.  4 FEET BELOW LEVEL OF RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0028 ***********************************************************************
 JH0028  DESIGNATION -  L 20
 JH0028  PID         -  JH0028
 JH0028  STATE/COUNTY-  KS/NESS
 JH0028  USGS QUAD   -  PENDENNIS (1974)
 JH0028
 JH0028                         *CURRENT SURVEY CONTROL
 JH0028  ___________________________________________________________________
 JH0028* NAD 83(1986)-  38 38 23.     (N)    100 15 17.     (W)     SCALED    
 JH0028* NAVD 88     -       817.472  (meters)    2681.99   (feet)  ADJUSTED  
 JH0028  ___________________________________________________________________
 JH0028  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 JH0028  DYNAMIC HT  -         816.809 (meters)    2679.81  (feet)  COMP
 JH0028  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 JH0028
 JH0028  VERT ORDER  -  SECOND    CLASS 0
 JH0028
 JH0028.The horizontal coordinates were scaled from a topographic map and have
 JH0028.an estimated accuracy of +/- 6 seconds.
 JH0028
 JH0028.The orthometric height was determined by differential leveling
 JH0028.and adjusted by the National Geodetic Survey in June 1991..
 JH0028
 JH0028.The geoid height was determined by GEOID03.
 JH0028
 JH0028.The dynamic height is computed by dividing the NAVD 88
 JH0028.geopotential number by the normal gravity value computed on the
 JH0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0028.degrees latitude (g = 980.6199 gals.).
 JH0028
 JH0028.The modeled gravity was interpolated from observed gravity values.
 JH0028
 JH0028;                    North         East    Units  Estimated Accuracy
 JH0028;SPC KS S     -   620,430.      247,230.      MT  (+/- 180 meters Scaled)
 JH0028
 JH0028                          SUPERSEDED SURVEY CONTROL
 JH0028
 JH0028  NGVD 29 (??/??/92)  817.168  (m)         2680.99   (f) ADJ UNCH    2 0
 JH0028
 JH0028.Superseded values are not recommended for survey control.
 JH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0028.See file dsdata.txt to determine how the superseded data were derived.
 JH0028
 JH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH908775(NAD 83)
 JH0028_MARKER: DB = BENCH MARK DISK
 JH0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0028_STAMPING: L-20 1934
 JH0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0028+STABILITY: SURFACE MOTION
 JH0028
 JH0028  HISTORY     - Date     Condition        Report By
 JH0028  HISTORY     - 1934     MONUMENTED       CGS
 JH0028  HISTORY     - 1973     GOOD             USGS
 JH0028
 JH0028                          STATION DESCRIPTION
 JH0028
 JH0028'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JH0028'4.2 MI W FROM UTICA.
 JH0028'UTICA, ABOUT 4.25 MI. W. OF, NEAR E. 1/16TH. COR. BETWEEN SEC. 24
 JH0028'AND 25, T. 16 S., R. 27 W., 162 FT. N. AND 37 FT. E. OF JCT.
 JH0028'OF S.H. 4(E-W) AT PRIVATE DRIVE N., 50 FT. N. AND 37 FT. E. OF
 JH0028'E-W R.R. AT DRIVE X-ING, 0.7 FT. N. OF METAL WITNESS POST AND
 JH0028'1.0 FT. N. OF N. R-O-W FE, SET FLUSH WITH GROUND, A STANDARD
 JH0028'USC AND GS TABLET SET IN CONC. POST, STAMPED L-20 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0130 ***********************************************************************
 HH0130  DESIGNATION -  L 21
 HH0130  PID         -  HH0130
 HH0130  STATE/COUNTY-  KS/SEWARD
 HH0130  USGS QUAD   -  LIBERAL NE (1977)
 HH0130
 HH0130                         *CURRENT SURVEY CONTROL
 HH0130  ___________________________________________________________________
 HH0130* NAD 83(1986)-  37 08 46.     (N)    100 48 24.     (W)     SCALED    
 HH0130* NAVD 88     -       794.100  (meters)    2605.31   (feet)  ADJUSTED  
 HH0130  ___________________________________________________________________
 HH0130  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 HH0130  DYNAMIC HT  -         793.341 (meters)    2602.82  (feet)  COMP
 HH0130  MODELED GRAV-     979,648.4   (mgal)                       NAVD 88
 HH0130
 HH0130  VERT ORDER  -  SECOND    CLASS 0
 HH0130
 HH0130.The horizontal coordinates were scaled from a topographic map and have
 HH0130.an estimated accuracy of +/- 6 seconds.
 HH0130
 HH0130.The orthometric height was determined by differential leveling
 HH0130.and adjusted by the National Geodetic Survey in June 1991..
 HH0130
 HH0130.The geoid height was determined by GEOID03.
 HH0130
 HH0130.The dynamic height is computed by dividing the NAVD 88
 HH0130.geopotential number by the normal gravity value computed on the
 HH0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0130.degrees latitude (g = 980.6199 gals.).
 HH0130
 HH0130.The modeled gravity was interpolated from observed gravity values.
 HH0130
 HH0130;                    North         East    Units  Estimated Accuracy
 HH0130;SPC KS S     -   455,750.      195,090.      MT  (+/- 180 meters Scaled)
 HH0130
 HH0130                          SUPERSEDED SURVEY CONTROL
 HH0130
 HH0130  NGVD 29 (??/??/92)  793.749  (m)         2604.16   (f) ADJ UNCH    2 0
 HH0130
 HH0130.Superseded values are not recommended for survey control.
 HH0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0130.See file dsdata.txt to determine how the superseded data were derived.
 HH0130
 HH0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG395126(NAD 83)
 HH0130_MARKER: DB = BENCH MARK DISK
 HH0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0130_STAMPING: L 21 1933
 HH0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0130+STABILITY: SURFACE MOTION
 HH0130
 HH0130  HISTORY     - Date     Condition        Report By
 HH0130  HISTORY     - 1933     MONUMENTED       CGS
 HH0130  HISTORY     - 1967     MARK NOT FOUND   USGS
 HH0130
 HH0130                          STATION DESCRIPTION
 HH0130
 HH0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0130'AT ARKALON.
 HH0130'AT ARKALON, SEWARD COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 HH0130'PACIFIC RAILWAY, ABOUT 6 POLES NORTHWEST OF THE STATION, AT
 HH0130'MILEPOST 421, 69 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 HH0130'AND 7 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED L 21
 HH0130'1933 AND SET IN THE TOP OF A CONCRETE POST.
 HH0130
 HH0130                          STATION RECOVERY (1967)
 HH0130
 HH0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HH0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0912 ***********************************************************************
 HF0912  DESIGNATION -  L 210
 HF0912  PID         -  HF0912
 HF0912  STATE/COUNTY-  KS/SEDGWICK
 HF0912  USGS QUAD   -  COLWICH (1975)
 HF0912
 HF0912                         *CURRENT SURVEY CONTROL
 HF0912  ___________________________________________________________________
 HF0912* NAD 83(1986)-  37 47 09.     (N)    097 36 27.     (W)     SCALED    
 HF0912* NAVD 88     -       434.076  (meters)    1424.13   (feet)  ADJUSTED  
 HF0912  ___________________________________________________________________
 HF0912  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HF0912  DYNAMIC HT  -         433.729 (meters)    1422.99  (feet)  COMP
 HF0912  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 HF0912
 HF0912  VERT ORDER  -  SECOND    CLASS 0
 HF0912
 HF0912.The horizontal coordinates were scaled from a topographic map and have
 HF0912.an estimated accuracy of +/- 6 seconds.
 HF0912
 HF0912.The orthometric height was determined by differential leveling
 HF0912.and adjusted by the National Geodetic Survey in June 1991..
 HF0912
 HF0912.The geoid height was determined by GEOID03.
 HF0912
 HF0912.The dynamic height is computed by dividing the NAVD 88
 HF0912.geopotential number by the normal gravity value computed on the
 HF0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0912.degrees latitude (g = 980.6199 gals.).
 HF0912
 HF0912.The modeled gravity was interpolated from observed gravity values.
 HF0912
 HF0912;                    North         East    Units  Estimated Accuracy
 HF0912;SPC KS S     -   524,590.      478,610.      MT  (+/- 180 meters Scaled)
 HF0912
 HF0912                          SUPERSEDED SURVEY CONTROL
 HF0912
 HF0912  NGVD 29 (??/??/92)  433.923  (m)         1423.63   (f) ADJ UNCH    2 0
 HF0912
 HF0912.Superseded values are not recommended for survey control.
 HF0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0912.See file dsdata.txt to determine how the superseded data were derived.
 HF0912
 HF0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG226829(NAD 83)
 HF0912_MARKER: DB = BENCH MARK DISK
 HF0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0912_STAMPING: L 210 1934
 HF0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0912+STABILITY: SURFACE MOTION
 HF0912
 HF0912  HISTORY     - Date     Condition        Report By
 HF0912  HISTORY     - 1934     MONUMENTED       CGS
 HF0912  HISTORY     - 1953     GOOD             NGS
 HF0912
 HF0912                          STATION DESCRIPTION
 HF0912
 HF0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0912'1.4 MI E FROM ANDALE.
 HF0912'1.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF0912'STATION AT ANDALE, SEDGWICK COUNTY, AT POLE 502/30, AT THE
 HF0912'CROSSING OF A SECTION-LINE ROAD, 50 FEET NORTH OF THE CENTER
 HF0912'LINE OF THE TRACK, AND 40 FEET EAST OF THE CENTER LINE OF THE
 HF0912'ROAD.  A STANDARD DISK, STAMPED L 210 1934 AND SET IN THE
 HF0912'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 HF0912
 HF0912                          STATION RECOVERY (1953)
 HF0912
 HF0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HF0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0480 ***********************************************************************
 HF0480  DESIGNATION -  L 211
 HF0480  PID         -  HF0480
 HF0480  STATE/COUNTY-  KS/SEDGWICK
 HF0480  USGS QUAD   -  VALLEY CENTER (1982)
 HF0480
 HF0480                         *CURRENT SURVEY CONTROL
 HF0480  ___________________________________________________________________
 HF0480* NAD 83(1986)-  37 47 44.     (N)    097 21 10.     (W)     SCALED    
 HF0480* NAVD 88     -       407.194  (meters)    1335.94   (feet)  ADJUSTED  
 HF0480  ___________________________________________________________________
 HF0480  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0480  DYNAMIC HT  -         406.875 (meters)    1334.89  (feet)  COMP
 HF0480  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 HF0480
 HF0480  VERT ORDER  -  SECOND    CLASS 0
 HF0480
 HF0480.The horizontal coordinates were scaled from a topographic map and have
 HF0480.an estimated accuracy of +/- 6 seconds.
 HF0480
 HF0480.The orthometric height was determined by differential leveling
 HF0480.and adjusted by the National Geodetic Survey in June 1991..
 HF0480
 HF0480.The geoid height was determined by GEOID03.
 HF0480
 HF0480.The dynamic height is computed by dividing the NAVD 88
 HF0480.geopotential number by the normal gravity value computed on the
 HF0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0480.degrees latitude (g = 980.6199 gals.).
 HF0480
 HF0480.The modeled gravity was interpolated from observed gravity values.
 HF0480
 HF0480;                    North         East    Units  Estimated Accuracy
 HF0480;SPC KS S     -   525,910.      501,030.      MT  (+/- 180 meters Scaled)
 HF0480
 HF0480                          SUPERSEDED SURVEY CONTROL
 HF0480
 HF0480  NGVD 29 (??/??/92)  407.046  (m)         1335.45   (f) ADJ UNCH    2 0
 HF0480
 HF0480.Superseded values are not recommended for survey control.
 HF0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0480.See file dsdata.txt to determine how the superseded data were derived.
 HF0480
 HF0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG450844(NAD 83)
 HF0480_MARKER: DB = BENCH MARK DISK
 HF0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0480_STAMPING: L 211 1934
 HF0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0480+STABILITY: SURFACE MOTION
 HF0480
 HF0480  HISTORY     - Date     Condition        Report By
 HF0480  HISTORY     - 1934     MONUMENTED       CGS
 HF0480  HISTORY     - 1953     GOOD             NGS
 HF0480
 HF0480                          STATION DESCRIPTION
 HF0480
 HF0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HF0480'7.5 MI N FROM WICHITA.
 HF0480'7-1/2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0480'FROM THE UNION STATION, WICHITA, SEDGWICK COUNTY, 3-1/2 RAILS
 HF0480'SOUTH OF A ROAD CROSSING, 50 FEET EAST OF THE CENTER OF TRACK,
 HF0480'MIDWAY BETWEEN THE ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACK
 HF0480'AND THE ST. LOUIS-SAN FRANCISCO RAILROAD TRACK, AND 2 FEET
 HF0480'WEST OF RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 211 1934
 HF0480'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0549 ***********************************************************************
 JF0549  DESIGNATION -  L 213
 JF0549  PID         -  JF0549
 JF0549  STATE/COUNTY-  KS/DICKINSON
 JF0549  USGS QUAD   -  ELMO (1985)
 JF0549
 JF0549                         *CURRENT SURVEY CONTROL
 JF0549  ___________________________________________________________________
 JF0549* NAD 83(1986)-  38 41 22.     (N)    097 10 09.     (W)     SCALED    
 JF0549* NAVD 88     -       387.790  (meters)    1272.27   (feet)  ADJUSTED  
 JF0549  ___________________________________________________________________
 JF0549  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 JF0549  DYNAMIC HT  -         387.509 (meters)    1271.35  (feet)  COMP
 JF0549  MODELED GRAV-     979,893.0   (mgal)                       NAVD 88
 JF0549
 JF0549  VERT ORDER  -  SECOND    CLASS 0
 JF0549
 JF0549.The horizontal coordinates were scaled from a topographic map and have
 JF0549.an estimated accuracy of +/- 6 seconds.
 JF0549
 JF0549.The orthometric height was determined by differential leveling
 JF0549.and adjusted by the National Geodetic Survey in June 1991..
 JF0549
 JF0549.The geoid height was determined by GEOID03.
 JF0549
 JF0549.The dynamic height is computed by dividing the NAVD 88
 JF0549.geopotential number by the normal gravity value computed on the
 JF0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0549.degrees latitude (g = 980.6199 gals.).
 JF0549
 JF0549.The modeled gravity was interpolated from observed gravity values.
 JF0549
 JF0549;                    North         East    Units  Estimated Accuracy
 JF0549;SPC KS N     -    39,860.      472,290.      MT  (+/- 180 meters Scaled)
 JF0549
 JF0549                          SUPERSEDED SURVEY CONTROL
 JF0549
 JF0549  NGVD 29 (??/??/92)  387.644  (m)         1271.80   (f) ADJ UNCH    2 0
 JF0549
 JF0549.Superseded values are not recommended for survey control.
 JF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0549.See file dsdata.txt to determine how the superseded data were derived.
 JF0549
 JF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH592839(NAD 83)
 JF0549_MARKER: DB = BENCH MARK DISK
 JF0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0549_SP_SET: BRIDGE ABUTMENT
 JF0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0549
 JF0549  HISTORY     - Date     Condition        Report By
 JF0549  HISTORY     - UNK      MONUMENTED       CGS
 JF0549  HISTORY     - 1935     GOOD             NGS
 JF0549  HISTORY     - 1983     GOOD             KSDT
 JF0549
 JF0549                          STATION DESCRIPTION
 JF0549
 JF0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0549'1 MI W FROM DILLON.
 JF0549'1 MILE WEST OF DILLON, KANS. ON THE MO. PACIFIC R.R. DISC SET
 JF0549'IN THE SOUTH END OF EAST ABUTMENT OF BRIDGE 175, 2 RAILS WEST OF
 JF0549'MILE POST 464.
 JF0549
 JF0549                          STATION RECOVERY (1983)
 JF0549
 JF0549'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983
 JF0549'NOTE: A STANDARD DISK SET IN SOUTH END EAST PIER MA PAC RR BRIDGE
 JF0549'175.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0731 ***********************************************************************
 JF0731  DESIGNATION -  L 214
 JF0731  PID         -  JF0731
 JF0731  STATE/COUNTY-  KS/MARION
 JF0731  USGS QUAD   -  WALDECK (1985)
 JF0731
 JF0731                         *CURRENT SURVEY CONTROL
 JF0731  ___________________________________________________________________
 JF0731* NAD 83(1986)-  38 27 52.     (N)    097 15 34.     (W)     SCALED    
 JF0731* NAVD 88     -       433.132  (meters)    1421.03   (feet)  ADJUSTED  
 JF0731  ___________________________________________________________________
 JF0731  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 JF0731  DYNAMIC HT  -         432.808 (meters)    1419.97  (feet)  COMP
 JF0731  MODELED GRAV-     979,868.3   (mgal)                       NAVD 88
 JF0731
 JF0731  VERT ORDER  -  SECOND    CLASS 0
 JF0731
 JF0731.The horizontal coordinates were scaled from a topographic map and have
 JF0731.an estimated accuracy of +/- 6 seconds.
 JF0731
 JF0731.The orthometric height was determined by differential leveling
 JF0731.and adjusted by the National Geodetic Survey in June 1991..
 JF0731
 JF0731.The geoid height was determined by GEOID03.
 JF0731
 JF0731.The dynamic height is computed by dividing the NAVD 88
 JF0731.geopotential number by the normal gravity value computed on the
 JF0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0731.degrees latitude (g = 980.6199 gals.).
 JF0731
 JF0731.The modeled gravity was interpolated from observed gravity values.
 JF0731
 JF0731;                    North         East    Units  Estimated Accuracy
 JF0731;SPC KS S     -   600,250.      508,270.      MT  (+/- 180 meters Scaled)
 JF0731
 JF0731                          SUPERSEDED SURVEY CONTROL
 JF0731
 JF0731  NGVD 29 (??/??/92)  432.956  (m)         1420.46   (f) ADJ UNCH    2 0
 JF0731
 JF0731.Superseded values are not recommended for survey control.
 JF0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0731.See file dsdata.txt to determine how the superseded data were derived.
 JF0731
 JF0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH518587(NAD 83)
 JF0731_MARKER: DB = BENCH MARK DISK
 JF0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0731+STABILITY: SURFACE MOTION
 JF0731
 JF0731  HISTORY     - Date     Condition        Report By
 JF0731  HISTORY     - UNK      MONUMENTED       CGS
 JF0731  HISTORY     - 1935     GOOD             NGS
 JF0731
 JF0731                          STATION DESCRIPTION
 JF0731
 JF0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0731'2 MI SW FROM DURHAM.
 JF0731'2 MILES SOUTHWEST OF DURHAM, ON THE ROCK ISLAND R.R. 35 1/2
 JF0731'POLE SOUTHWEST OF MILE POST 193, 70 FEET SOUTH OF TRACK ON
 JF0731'R.O.W. FENCE LINE AND TOP OF SMALL KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0420 ***********************************************************************
 JF0420  DESIGNATION -  L 215
 JF0420  PID         -  JF0420
 JF0420  STATE/COUNTY-  KS/MORRIS
 JF0420  USGS QUAD   -  DWIGHT (1971)
 JF0420
 JF0420                         *CURRENT SURVEY CONTROL
 JF0420  ___________________________________________________________________
 JF0420* NAD 83(1986)-  38 50 39.     (N)    096 35 33.     (W)     SCALED    
 JF0420* NAVD 88     -       457.083  (meters)    1499.61   (feet)  ADJUSTED  
 JF0420  ___________________________________________________________________
 JF0420  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 JF0420  DYNAMIC HT  -         456.763 (meters)    1498.56  (feet)  COMP
 JF0420  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 JF0420
 JF0420  VERT ORDER  -  SECOND    CLASS 0
 JF0420
 JF0420.The horizontal coordinates were scaled from a topographic map and have
 JF0420.an estimated accuracy of +/- 6 seconds.
 JF0420
 JF0420.The orthometric height was determined by differential leveling
 JF0420.and adjusted by the National Geodetic Survey in June 1991..
 JF0420
 JF0420.The geoid height was determined by GEOID03.
 JF0420
 JF0420.The dynamic height is computed by dividing the NAVD 88
 JF0420.geopotential number by the normal gravity value computed on the
 JF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0420.degrees latitude (g = 980.6199 gals.).
 JF0420
 JF0420.The modeled gravity was interpolated from observed gravity values.
 JF0420
 JF0420;                    North         East    Units  Estimated Accuracy
 JF0420;SPC KS N     -    57,660.      522,190.      MT  (+/- 180 meters Scaled)
 JF0420
 JF0420                          SUPERSEDED SURVEY CONTROL
 JF0420
 JF0420  NGVD 29 (??/??/92)  456.916  (m)         1499.07   (f) ADJ UNCH    2 0
 JF0420
 JF0420.Superseded values are not recommended for survey control.
 JF0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0420.See file dsdata.txt to determine how the superseded data were derived.
 JF0420
 JF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ089022(NAD 83)
 JF0420_MARKER: DB = BENCH MARK DISK
 JF0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0420_STAMPING: L 215 1934
 JF0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0420+STABILITY: SURFACE MOTION
 JF0420
 JF0420  HISTORY     - Date     Condition        Report By
 JF0420  HISTORY     - 1934     MONUMENTED       CGS
 JF0420  HISTORY     - 1935     GOOD             NGS
 JF0420  HISTORY     - 1941     GOOD             NGS
 JF0420
 JF0420                          STATION DESCRIPTION
 JF0420
 JF0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0420'IN DWIGHT.
 JF0420'ON THE ROCK ISLAND R.R. 50 FEET SOUTH OF PLATFORM AT WEST END OF
 JF0420'DEPOT, 25 FEET EAST OF CENTER LINE OF STREET.
 JF0420
 JF0420                          STATION RECOVERY (1941)
 JF0420
 JF0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JF0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0065 ***********************************************************************
 HH0065  DESIGNATION -  L 22
 HH0065  PID         -  HH0065
 HH0065  STATE/COUNTY-  KS/MEADE
 HH0065  USGS QUAD   -  FOWLER SW (1967)
 HH0065
 HH0065                         *CURRENT SURVEY CONTROL
 HH0065  ___________________________________________________________________
 HH0065* NAD 83(1986)-  37 20 53.     (N)    100 14 37.     (W)     SCALED    
 HH0065* NAVD 88     -       749.230  (meters)    2458.10   (feet)  ADJUSTED  
 HH0065  ___________________________________________________________________
 HH0065  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 HH0065  DYNAMIC HT  -         748.543 (meters)    2455.84  (feet)  COMP
 HH0065  MODELED GRAV-     979,688.4   (mgal)                       NAVD 88
 HH0065
 HH0065  VERT ORDER  -  SECOND    CLASS 0
 HH0065
 HH0065.The horizontal coordinates were scaled from a topographic map and have
 HH0065.an estimated accuracy of +/- 6 seconds.
 HH0065
 HH0065.The orthometric height was determined by differential leveling
 HH0065.and adjusted by the National Geodetic Survey in June 1991..
 HH0065
 HH0065.The geoid height was determined by GEOID03.
 HH0065
 HH0065.The dynamic height is computed by dividing the NAVD 88
 HH0065.geopotential number by the normal gravity value computed on the
 HH0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0065.degrees latitude (g = 980.6199 gals.).
 HH0065
 HH0065.The modeled gravity was interpolated from observed gravity values.
 HH0065
 HH0065;                    North         East    Units  Estimated Accuracy
 HH0065;SPC KS S     -   477,070.      245,520.      MT  (+/- 180 meters Scaled)
 HH0065
 HH0065                          SUPERSEDED SURVEY CONTROL
 HH0065
 HH0065  NGVD 29 (??/??/92)  748.903  (m)         2457.03   (f) ADJ UNCH    2 0
 HH0065
 HH0065.Superseded values are not recommended for survey control.
 HH0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0065.See file dsdata.txt to determine how the superseded data were derived.
 HH0065
 HH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG898342(NAD 83)
 HH0065_MARKER: DB = BENCH MARK DISK
 HH0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HH0065_SP_SET: ABUTMENT
 HH0065_STAMPING: L 22 1933
 HH0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0065
 HH0065  HISTORY     - Date     Condition        Report By
 HH0065  HISTORY     - 1933     MONUMENTED       CGS
 HH0065
 HH0065                          STATION DESCRIPTION
 HH0065
 HH0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0065'3.3 MI SW FROM FOWLER.
 HH0065'ABOUT 3.3 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0065'PACIFIC RAILWAY FROM THE STATION AT FOWLER, MEADE COUNTY, ABOUT
 HH0065'5 POLES SOUTH OF MILEPOST 384, OPPOSITE WOODEN BRIDGE 3842,
 HH0065'OPPOSITE A POLE, AT A 90-FOOT CONCRETE HIGHWAY BRIDGE OVER CROOKED
 HH0065'CREEK, AND IN THE TOP OF THE NORTHWEST SIDE OF THE SOUTHWEST
 HH0065'CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED L 22 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0821 ***********************************************************************
 JE0821  DESIGNATION -  L 222
 JE0821  PID         -  JE0821
 JE0821  STATE/COUNTY-  KS/JOHNSON
 JE0821  USGS QUAD   -  SPRING HILL (1957)
 JE0821
 JE0821                         *CURRENT SURVEY CONTROL
 JE0821  ___________________________________________________________________
 JE0821* NAD 83(1986)-  38 44 30.     (N)    094 48 59.     (W)     SCALED    
 JE0821* NAVD 88     -       313.790  (meters)    1029.49   (feet)  ADJUSTED  
 JE0821  ___________________________________________________________________
 JE0821  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JE0821  DYNAMIC HT  -         313.576 (meters)    1028.79  (feet)  COMP
 JE0821  MODELED GRAV-     979,938.9   (mgal)                       NAVD 88
 JE0821
 JE0821  VERT ORDER  -  SECOND    CLASS 0
 JE0821
 JE0821.The horizontal coordinates were scaled from a topographic map and have
 JE0821.an estimated accuracy of +/- 6 seconds.
 JE0821
 JE0821.The orthometric height was determined by differential leveling
 JE0821.and adjusted by the National Geodetic Survey in June 1991..
 JE0821
 JE0821.The geoid height was determined by GEOID03.
 JE0821
 JE0821.The dynamic height is computed by dividing the NAVD 88
 JE0821.geopotential number by the normal gravity value computed on the
 JE0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0821.degrees latitude (g = 980.6199 gals.).
 JE0821
 JE0821.The modeled gravity was interpolated from observed gravity values.
 JE0821
 JE0821;                    North         East    Units  Estimated Accuracy
 JE0821;SPC KS N     -    50,190.      676,730.      MT  (+/- 180 meters Scaled)
 JE0821
 JE0821                          SUPERSEDED SURVEY CONTROL
 JE0821
 JE0821  NGVD 29 (??/??/92)  313.662  (m)         1029.07   (f) ADJ UNCH    2 0
 JE0821
 JE0821.Superseded values are not recommended for survey control.
 JE0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0821.See file dsdata.txt to determine how the superseded data were derived.
 JE0821
 JE0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC421896(NAD 83)
 JE0821_MARKER: DB = BENCH MARK DISK
 JE0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0821+STABILITY: SURFACE MOTION
 JE0821
 JE0821  HISTORY     - Date     Condition        Report By
 JE0821  HISTORY     - UNK      MONUMENTED       CGS
 JE0821  HISTORY     - 1956     MARK NOT FOUND   NGS
 JE0821
 JE0821                          STATION DESCRIPTION
 JE0821
 JE0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JE0821'AT SPRINGHILL.
 JE0821'AT SPRING HILL, JOHNSON COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 JE0821'RAILWAY 7 FEET SOUTH OF THE 11TH POLE SOUTH OF MILEPOST 30, ABOUT
 JE0821'17 RAILS SOUTH OF THE STATION, 6 RAILS SOUTH OF THE NEW LOCATION OF
 JE0821'SECTION HOUSE, 68 FEET NORTH-NORTHEAST OF SWITCH SIGNAL FOR
 JE0821'SIDING AND 30 FEET EAST OF THE EAST RAIL OF THE EAST MAIN TRACK.
 JE0821'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING
 JE0821'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0360 ***********************************************************************
 JF0360  DESIGNATION -  L 223
 JF0360  PID         -  JF0360
 JF0360  STATE/COUNTY-  KS/MORRIS
 JF0360  USGS QUAD   -  COUNCIL GROVE LAKE (1971)
 JF0360
 JF0360                         *CURRENT SURVEY CONTROL
 JF0360  ___________________________________________________________________
 JF0360* NAD 83(1986)-  38 41 36.     (N)    096 31 20.     (W)     SCALED    
 JF0360* NAVD 88     -       381.956  (meters)    1253.13   (feet)  ADJUSTED  
 JF0360  ___________________________________________________________________
 JF0360  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 JF0360  DYNAMIC HT  -         381.688 (meters)    1252.25  (feet)  COMP
 JF0360  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 JF0360
 JF0360  VERT ORDER  -  SECOND    CLASS 0
 JF0360
 JF0360.The horizontal coordinates were scaled from a topographic map and have
 JF0360.an estimated accuracy of +/- 6 seconds.
 JF0360
 JF0360.The orthometric height was determined by differential leveling
 JF0360.and adjusted by the National Geodetic Survey in June 1991..
 JF0360
 JF0360.The geoid height was determined by GEOID03.
 JF0360
 JF0360.The dynamic height is computed by dividing the NAVD 88
 JF0360.geopotential number by the normal gravity value computed on the
 JF0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0360.degrees latitude (g = 980.6199 gals.).
 JF0360
 JF0360.The modeled gravity was interpolated from observed gravity values.
 JF0360
 JF0360;                    North         East    Units  Estimated Accuracy
 JF0360;SPC KS N     -    41,010.      528,560.      MT  (+/- 180 meters Scaled)
 JF0360
 JF0360                          SUPERSEDED SURVEY CONTROL
 JF0360
 JF0360  NGVD 29 (??/??/92)  381.812  (m)         1252.66   (f) ADJ UNCH    2 0
 JF0360
 JF0360.Superseded values are not recommended for survey control.
 JF0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0360.See file dsdata.txt to determine how the superseded data were derived.
 JF0360
 JF0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH154856(NAD 83)
 JF0360_MARKER: DB = BENCH MARK DISK
 JF0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0360+STABILITY: SURFACE MOTION
 JF0360
 JF0360  HISTORY     - Date     Condition        Report By
 JF0360  HISTORY     - UNK      MONUMENTED       CGS
 JF0360  HISTORY     - 1935     GOOD             NGS
 JF0360  HISTORY     - 1939     MARK NOT FOUND   DOD
 JF0360
 JF0360                          STATION DESCRIPTION
 JF0360
 JF0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0360'3.4 MI NW FROM COUNCIL GROVE.
 JF0360'3.4 MILES N. W. OF COUNCIL GROVE, ALONG M. K. AND T. RR. 0.5
 JF0360'MILE N. W. OF MP 123 AND 0.4 MILE N. W. OF HENRY SIDING.  MARK IS
 JF0360'10 YDS. W. OF CENTER LINE OF TRACK AND 60 YDS. N. OF FARM
 JF0360'CROSSING.
 JF0360
 JF0360                          STATION RECOVERY (1939)
 JF0360
 JF0360'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1939
 JF0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0385 ***********************************************************************
 HE0385  DESIGNATION -  L 224
 HE0385  PID         -  HE0385
 HE0385  STATE/COUNTY-  KS/NEOSHO
 HE0385  USGS QUAD   -  ERIE (1973)
 HE0385
 HE0385                         *CURRENT SURVEY CONTROL
 HE0385  ___________________________________________________________________
 HE0385* NAD 83(1986)-  37 34 53.     (N)    095 10 47.     (W)     SCALED    
 HE0385* NAVD 88     -       292.982  (meters)     961.23   (feet)  ADJUSTED  
 HE0385  ___________________________________________________________________
 HE0385  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0385  DYNAMIC HT  -         292.754 (meters)     960.48  (feet)  COMP
 HE0385  MODELED GRAV-     979,844.5   (mgal)                       NAVD 88
 HE0385
 HE0385  VERT ORDER  -  SECOND    CLASS 0
 HE0385
 HE0385.The horizontal coordinates were scaled from a topographic map and have
 HE0385.an estimated accuracy of +/- 6 seconds.
 HE0385
 HE0385.The orthometric height was determined by differential leveling
 HE0385.and adjusted by the National Geodetic Survey in June 1991..
 HE0385
 HE0385.The geoid height was determined by GEOID03.
 HE0385
 HE0385.The dynamic height is computed by dividing the NAVD 88
 HE0385.geopotential number by the normal gravity value computed on the
 HE0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0385.degrees latitude (g = 980.6199 gals.).
 HE0385
 HE0385.The modeled gravity was interpolated from observed gravity values.
 HE0385
 HE0385;                    North         East    Units  Estimated Accuracy
 HE0385;SPC KS S     -   506,740.      693,200.      MT  (+/- 180 meters Scaled)
 HE0385
 HE0385                          SUPERSEDED SURVEY CONTROL
 HE0385
 HE0385  NGVD 29 (??/??/92)  292.852  (m)          960.80   (f) ADJ UNCH    2 0
 HE0385
 HE0385.Superseded values are not recommended for survey control.
 HE0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0385.See file dsdata.txt to determine how the superseded data were derived.
 HE0385
 HE0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB075616(NAD 83)
 HE0385_MARKER: DB = BENCH MARK DISK
 HE0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0385_STAMPING: L 224 1935
 HE0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0385+STABILITY: SURFACE MOTION
 HE0385
 HE0385  HISTORY     - Date     Condition        Report By
 HE0385  HISTORY     - 1935     MONUMENTED       CGS
 HE0385  HISTORY     - 1973     MARK NOT FOUND   USGS
 HE0385
 HE0385                          STATION DESCRIPTION
 HE0385
 HE0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0385'AT TRENT.
 HE0385'AT TRENT, NEOSHO COUNTY, 3.6 MILES NORTHEAST ALONG THE ATCHISON,
 HE0385'TOPEKA AND SANTA FE RAILROAD FROM THE DEPOT AT ERIE.  AT THE
 HE0385'SITE OF THE TRENT DEPOT, WHICH HAS BEEN TORN DOWN.  AT A ROAD
 HE0385'CROSSING, 2 POLES EAST OF THE MILE POST 18, 46.0 FEET SOUTH OF
 HE0385'THE CENTER OF THE TRACK, 46.0 FEET WEST OF THE CENTER OF THE
 HE0385'ROAD.  SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 HE0385'WHICH PROJECTS 1.1 FEET ABOVE THE SURFACE OF THE GROUND.
 HE0385'STAMPED L 224 1935
 HE0385
 HE0385                          STATION RECOVERY (1973)
 HE0385
 HE0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HE0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0051 ***********************************************************************
 JF0051  DESIGNATION -  L 229
 JF0051  PID         -  JF0051
 JF0051  STATE/COUNTY-  KS/LYON
 JF0051  USGS QUAD   -  BUSHONG (1971)
 JF0051
 JF0051                         *CURRENT SURVEY CONTROL
 JF0051  ___________________________________________________________________
 JF0051* NAD 83(1986)-  38 38 36.     (N)    096 17 54.     (W)     SCALED    
 JF0051* NAVD 88     -       428.197  (meters)    1404.84   (feet)  ADJUSTED  
 JF0051  ___________________________________________________________________
 JF0051  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 JF0051  DYNAMIC HT  -         427.895 (meters)    1403.85  (feet)  COMP
 JF0051  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 JF0051
 JF0051  VERT ORDER  -  SECOND    CLASS 0
 JF0051
 JF0051.The horizontal coordinates were scaled from a topographic map and have
 JF0051.an estimated accuracy of +/- 6 seconds.
 JF0051
 JF0051.The orthometric height was determined by differential leveling
 JF0051.and adjusted by the National Geodetic Survey in June 1991..
 JF0051
 JF0051.The geoid height was determined by GEOID03.
 JF0051
 JF0051.The dynamic height is computed by dividing the NAVD 88
 JF0051.geopotential number by the normal gravity value computed on the
 JF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0051.degrees latitude (g = 980.6199 gals.).
 JF0051
 JF0051.The modeled gravity was interpolated from observed gravity values.
 JF0051
 JF0051;                    North         East    Units  Estimated Accuracy
 JF0051;SPC KS S     -   621,650.      591,660.      MT  (+/- 180 meters Scaled)
 JF0051
 JF0051                          SUPERSEDED SURVEY CONTROL
 JF0051
 JF0051  NGVD 29 (??/??/92)  428.050  (m)         1404.36   (f) ADJ UNCH    2 0
 JF0051
 JF0051.Superseded values are not recommended for survey control.
 JF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0051.See file dsdata.txt to determine how the superseded data were derived.
 JF0051
 JF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH351806(NAD 83)
 JF0051_MARKER: DB = BENCH MARK DISK
 JF0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0051+STABILITY: SURFACE MOTION
 JF0051
 JF0051  HISTORY     - Date     Condition        Report By
 JF0051  HISTORY     - 1935     MONUMENTED       CGS
 JF0051  HISTORY     - 1971     MARK NOT FOUND   NGS
 JF0051
 JF0051                          STATION DESCRIPTION
 JF0051
 JF0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JF0051'2.2 MI W FROM BUSHONG.
 JF0051'2.2 MILES W. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 413/14.
 JF0051'MARK IS 4 YDS. S. OF CENTER LINE OF TRACK, 12 YDS. W. OF CENTER
 JF0051'LINE OF CROSSING AND 2 YDS. W. OF CROSSING SIGN.
 JF0051
 JF0051                          STATION RECOVERY (1971)
 JF0051
 JF0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JF0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0585 ***********************************************************************
 HG0585  DESIGNATION -  L 23
 HG0585  PID         -  HG0585
 HG0585  STATE/COUNTY-  KS/FORD
 HG0585  USGS QUAD   -  BUCKLIN (1969)
 HG0585
 HG0585                         *CURRENT SURVEY CONTROL
 HG0585  ___________________________________________________________________
 HG0585* NAD 83(1986)-  37 31 56.     (N)    099 43 16.     (W)     SCALED    
 HG0585* NAVD 88     -       759.559  (meters)    2491.99   (feet)  ADJUSTED  
 HG0585  ___________________________________________________________________
 HG0585  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 HG0585  DYNAMIC HT  -         758.887 (meters)    2489.78  (feet)  COMP
 HG0585  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 HG0585
 HG0585  VERT ORDER  -  SECOND    CLASS 0
 HG0585
 HG0585.The horizontal coordinates were scaled from a topographic map and have
 HG0585.an estimated accuracy of +/- 6 seconds.
 HG0585
 HG0585.The orthometric height was determined by differential leveling
 HG0585.and adjusted by the National Geodetic Survey in June 1991..
 HG0585
 HG0585.The geoid height was determined by GEOID03.
 HG0585
 HG0585.The dynamic height is computed by dividing the NAVD 88
 HG0585.geopotential number by the normal gravity value computed on the
 HG0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0585.degrees latitude (g = 980.6199 gals.).
 HG0585
 HG0585.The modeled gravity was interpolated from observed gravity values.
 HG0585
 HG0585;                    North         East    Units  Estimated Accuracy
 HG0585;SPC KS S     -   496,770.      292,080.      MT  (+/- 180 meters Scaled)
 HG0585
 HG0585                          SUPERSEDED SURVEY CONTROL
 HG0585
 HG0585  NGVD 29 (??/??/92)  759.227  (m)         2490.90   (f) ADJ UNCH    2 0
 HG0585
 HG0585.Superseded values are not recommended for survey control.
 HG0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0585.See file dsdata.txt to determine how the superseded data were derived.
 HG0585
 HG0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG362541(NAD 83)
 HG0585_MARKER: DB = BENCH MARK DISK
 HG0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0585_SP_SET: CULVERT
 HG0585_STAMPING: L 23 1933
 HG0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0585
 HG0585  HISTORY     - Date     Condition        Report By
 HG0585  HISTORY     - 1933     MONUMENTED       CGS
 HG0585
 HG0585                          STATION DESCRIPTION
 HG0585
 HG0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0585'2.3 MI NE FROM KINGSDOWN.
 HG0585'ABOUT 2.3 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HG0585'PACIFIC RAILWAY FROM THE STATION AT KINGSDOWN, FORD COUNTY,
 HG0585'ABOUT 30 POLES SOUTHWEST OF MILEPOST 352, AT A ROAD CROSSING,
 HG0585'35 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, 18 FEET
 HG0585'SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND IN THE TOP OF
 HG0585'THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A
 HG0585'CONCRETE BOX ROAD CULVERT.  A STANDARD DISK, STAMPED L 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0004 ***********************************************************************
 JF0004  DESIGNATION -  L 231
 JF0004  PID         -  JF0004
 JF0004  STATE/COUNTY-  KS/WABAUNSEE
 JF0004  USGS QUAD   -  HESSDALE (1983)
 JF0004
 JF0004                         *CURRENT SURVEY CONTROL
 JF0004  ___________________________________________________________________
 JF0004* NAD 83(1986)-  38 54 45.     (N)    096 12 34.     (W)     SCALED    
 JF0004* NAVD 88     -       365.140  (meters)    1197.96   (feet)  ADJUSTED  
 JF0004  ___________________________________________________________________
 JF0004  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 JF0004  DYNAMIC HT  -         364.887 (meters)    1197.13  (feet)  COMP
 JF0004  MODELED GRAV-     979,925.1   (mgal)                       NAVD 88
 JF0004
 JF0004  VERT ORDER  -  SECOND    CLASS 0
 JF0004
 JF0004.The horizontal coordinates were scaled from a topographic map and have
 JF0004.an estimated accuracy of +/- 6 seconds.
 JF0004
 JF0004.The orthometric height was determined by differential leveling
 JF0004.and adjusted by the National Geodetic Survey in June 1991..
 JF0004
 JF0004.The geoid height was determined by GEOID03.
 JF0004
 JF0004.The dynamic height is computed by dividing the NAVD 88
 JF0004.geopotential number by the normal gravity value computed on the
 JF0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0004.degrees latitude (g = 980.6199 gals.).
 JF0004
 JF0004.The modeled gravity was interpolated from observed gravity values.
 JF0004
 JF0004;                    North         East    Units  Estimated Accuracy
 JF0004;SPC KS N     -    65,830.      555,290.      MT  (+/- 180 meters Scaled)
 JF0004
 JF0004                          SUPERSEDED SURVEY CONTROL
 JF0004
 JF0004  NGVD 29 (??/??/92)  364.999  (m)         1197.50   (f) ADJ UNCH    2 0
 JF0004
 JF0004.Superseded values are not recommended for survey control.
 JF0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0004.See file dsdata.txt to determine how the superseded data were derived.
 JF0004
 JF0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ419107(NAD 83)
 JF0004_MARKER: DB = BENCH MARK DISK
 JF0004_SETTING: 0 = UNSPECIFIED SETTING
 JF0004_STAMPING: L 231 1934
 JF0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0004
 JF0004  HISTORY     - Date     Condition        Report By
 JF0004  HISTORY     - 1934     MONUMENTED       CGS
 JF0004  HISTORY     - 1968     GOOD             NGS
 JF0004
 JF0004                          STATION DESCRIPTION
 JF0004
 JF0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JF0004'AT HESSDALE.
 JF0004'AT THE RAILROAD CROSSING AT HESSDALE, 82 FEET WEST-NORTH WEST
 JF0004'OF CROSSING 28 FEET SOUTH OF CENTERLINE OF GRAVELED ROAD, 27
 JF0004'FEET NORTH OF NORTH RAIL OF TRACK, 5.5 FEET SOUTH OF A TELEGRAPH
 JF0004'POLE, 1 FOOT EAST OF A METAL WITNESS POST, AND MARK PROJECTS
 JF0004'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1209 ***********************************************************************
 JE1209  DESIGNATION -  L 232
 JE1209  PID         -  JE1209
 JE1209  STATE/COUNTY-  KS/OSAGE
 JE1209  USGS QUAD   -  WAVERLY (1973)
 JE1209
 JE1209                         *CURRENT SURVEY CONTROL
 JE1209  ___________________________________________________________________
 JE1209* NAD 83(1986)-  38 29 32.     (N)    095 32 43.     (W)     SCALED    
 JE1209* NAVD 88     -       335.453  (meters)    1100.57   (feet)  ADJUSTED  
 JE1209  ___________________________________________________________________
 JE1209  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JE1209  DYNAMIC HT  -         335.213 (meters)    1099.78  (feet)  COMP
 JE1209  MODELED GRAV-     979,905.7   (mgal)                       NAVD 88
 JE1209
 JE1209  VERT ORDER  -  SECOND    CLASS 0
 JE1209
 JE1209.The horizontal coordinates were scaled from a topographic map and have
 JE1209.an estimated accuracy of +/- 6 seconds.
 JE1209
 JE1209.The orthometric height was determined by differential leveling
 JE1209.and adjusted by the National Geodetic Survey in June 1991..
 JE1209
 JE1209.The geoid height was determined by GEOID03.
 JE1209
 JE1209.The dynamic height is computed by dividing the NAVD 88
 JE1209.geopotential number by the normal gravity value computed on the
 JE1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1209.degrees latitude (g = 980.6199 gals.).
 JE1209
 JE1209.The modeled gravity was interpolated from observed gravity values.
 JE1209
 JE1209;                    North         East    Units  Estimated Accuracy
 JE1209;SPC KS S     -   606,700.      657,730.      MT  (+/- 180 meters Scaled)
 JE1209
 JE1209                          SUPERSEDED SURVEY CONTROL
 JE1209
 JE1209  NGVD 29 (??/??/92)  335.300  (m)         1100.06   (f) ADJ UNCH    2 0
 JE1209
 JE1209.Superseded values are not recommended for survey control.
 JE1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1209.See file dsdata.txt to determine how the superseded data were derived.
 JE1209
 JE1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC780635(NAD 83)
 JE1209_MARKER: DB = BENCH MARK DISK
 JE1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1209_STAMPING: L 232 1934
 JE1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1209+STABILITY: SURFACE MOTION
 JE1209
 JE1209  HISTORY     - Date     Condition        Report By
 JE1209  HISTORY     - 1934     MONUMENTED       CGS
 JE1209  HISTORY     - 1951     GOOD             NGS
 JE1209
 JE1209                          STATION DESCRIPTION
 JE1209
 JE1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1209'7 MI SW FROM QUENENE.
 JE1209'ABOUT 7 MILES SOUTHWEST OF QUENEMO AND 5 MILES NORTH OF AGRICOLA,
 JE1209'AT GRAVEL CROSSROADS, 34 FEET NORTH OF THE CENTER OF GRAVEL
 JE1209'ROAD, 23 FEET WEST OF THE CENTER OF ROAD, 22 FEET EAST OF GUY
 JE1209'POLE FOR POWER-LINE AND 22 FEET EAST-NORTHEAST OF TELEPHONE POLE.
 JE1209'THE DISK IS SET IN THE TOP OF CONCRETE POST, FLUSH WITH THE GROUND.
 JE1209'TO REACH THE STATION FROM THE QUENEMO FEDERATED CHURCH, GO SOUTH
 JE1209'ON THE MAIN GRAVELLED ROAD FOR 6.5 MILES.  TURN RIGHT AND GO
 JE1209'WEST FOR 1.0 MILE TO CROSSROADS AND THE STATION.  TO REACH FROM
 JE1209'AGRICOLA, GO SOUTHWEST ON U.S. HIGHWAY 50 S FOR 0.7 MILE TO
 JE1209'CROSSROADS.  TURN RIGHT AND GO NORTH FOR 5.5 MILES TO CROSSROADS
 JE1209'AND STATION.  NOTE-- U.S. HWY 50 S IS NOW U.S. HWY 50.  IT IS
 JE1209'11 FT NNE OF A CORNER FENCE POST, 6 FT E OF A FENCE, AND 0.5 FT
 JE1209'S OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0639 ***********************************************************************
 HF0639  DESIGNATION -  L 237
 HF0639  PID         -  HF0639
 HF0639  STATE/COUNTY-  KS/SUMNER
 HF0639  USGS QUAD   -  ZYBA (1955)
 HF0639
 HF0639                         *CURRENT SURVEY CONTROL
 HF0639  ___________________________________________________________________
 HF0639* NAD 83(1986)-  37 27 39.     (N)    097 22 42.     (W)     SCALED    
 HF0639* NAVD 88     -       377.275  (meters)    1237.78   (feet)  ADJUSTED  
 HF0639  ___________________________________________________________________
 HF0639  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HF0639  DYNAMIC HT  -         376.974 (meters)    1236.79  (feet)  COMP
 HF0639  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 HF0639
 HF0639  VERT ORDER  -  SECOND    CLASS 0
 HF0639
 HF0639.The horizontal coordinates were scaled from a topographic map and have
 HF0639.an estimated accuracy of +/- 6 seconds.
 HF0639
 HF0639.The orthometric height was determined by differential leveling
 HF0639.and adjusted by the National Geodetic Survey in June 1991..
 HF0639
 HF0639.The geoid height was determined by GEOID03.
 HF0639
 HF0639.The dynamic height is computed by dividing the NAVD 88
 HF0639.geopotential number by the normal gravity value computed on the
 HF0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0639.degrees latitude (g = 980.6199 gals.).
 HF0639
 HF0639.The modeled gravity was interpolated from observed gravity values.
 HF0639
 HF0639;                    North         East    Units  Estimated Accuracy
 HF0639;SPC KS S     -   488,740.      499,230.      MT  (+/- 180 meters Scaled)
 HF0639
 HF0639                          SUPERSEDED SURVEY CONTROL
 HF0639
 HF0639  NGVD 29 (??/??/92)  377.147  (m)         1237.36   (f) ADJ UNCH    2 0
 HF0639
 HF0639.Superseded values are not recommended for survey control.
 HF0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0639.See file dsdata.txt to determine how the superseded data were derived.
 HF0639
 HF0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG434472(NAD 83)
 HF0639_MARKER: DB = BENCH MARK DISK
 HF0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0639_STAMPING: L 237 1934
 HF0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0639+STABILITY: SURFACE MOTION
 HF0639
 HF0639  HISTORY     - Date     Condition        Report By
 HF0639  HISTORY     - 1934     MONUMENTED       CGS
 HF0639
 HF0639                          STATION DESCRIPTION
 HF0639
 HF0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0639'1.3 MI S FROM PECK.
 HF0639'IN SUMNER COUNTY, 1.3 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND
 HF0639'AND PACIFIC RAILWAY FROM PECK, SEDGWICK COUNTY, OPPOSITE POLE
 HF0639'260+06, 2 RAILS SOUTH OF THE SOUTH END OF BRIDGE 260.1, AT A
 HF0639'PRIVATE-ROAD CROSSING, 16 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 HF0639'AND 56 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 HF0639'STAMPED L 237 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0236 ***********************************************************************
 HG0236  DESIGNATION -  L 238
 HG0236  PID         -  HG0236
 HG0236  STATE/COUNTY-  KS/HARPER
 HG0236  USGS QUAD   -  HARPER (1973)
 HG0236
 HG0236                         *CURRENT SURVEY CONTROL
 HG0236  ___________________________________________________________________
 HG0236* NAD 83(1986)-  37 17 29.     (N)    098 01 34.     (W)     SCALED    
 HG0236* NAVD 88     -       433.586  (meters)    1422.52   (feet)  ADJUSTED  
 HG0236  ___________________________________________________________________
 HG0236  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HG0236  DYNAMIC HT  -         433.223 (meters)    1421.33  (feet)  COMP
 HG0236  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 HG0236
 HG0236  VERT ORDER  -  FIRST     CLASS II
 HG0236
 HG0236.The horizontal coordinates were scaled from a topographic map and have
 HG0236.an estimated accuracy of +/- 6 seconds.
 HG0236
 HG0236.The orthometric height was determined by differential leveling
 HG0236.and adjusted by the National Geodetic Survey in June 1991..
 HG0236.WARNING-Repeat measurements at this control monument indicate possible
 HG0236.vertical movement.
 HG0236
 HG0236.The geoid height was determined by GEOID03.
 HG0236
 HG0236.The dynamic height is computed by dividing the NAVD 88
 HG0236.geopotential number by the normal gravity value computed on the
 HG0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0236.degrees latitude (g = 980.6199 gals.).
 HG0236
 HG0236.The modeled gravity was interpolated from observed gravity values.
 HG0236
 HG0236;                    North         East    Units  Estimated Accuracy
 HG0236;SPC KS S     -   469,440.      442,020.      MT  (+/- 180 meters Scaled)
 HG0236
 HG0236                          SUPERSEDED SURVEY CONTROL
 HG0236
 HG0236  NGVD 29 (??/??/92)  433.459  (m)         1422.11   (f) ADJ UNCH    1 2
 HG0236
 HG0236.Superseded values are not recommended for survey control.
 HG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0236.See file dsdata.txt to determine how the superseded data were derived.
 HG0236
 HG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG863276(NAD 83)
 HG0236_MARKER: DB = BENCH MARK DISK
 HG0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0236_SP_SET: CONCRETE POST
 HG0236_STAMPING: L 238 1934
 HG0236_MARK LOGO: CGS   
 HG0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0236+STABILITY: SURFACE MOTION
 HG0236
 HG0236  HISTORY     - Date     Condition        Report By
 HG0236  HISTORY     - 1934     MONUMENTED       CGS
 HG0236  HISTORY     - 1953     GOOD             NGS
 HG0236  HISTORY     - 1986     GOOD             NGS
 HG0236
 HG0236                          STATION DESCRIPTION
 HG0236
 HG0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0236'AT HARPER.
 HG0236'AT HARPER, HARPER COUNTY, ABOUT 5-3/4 RAILS WEST OF THE WEST END
 HG0236'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 3 FEET
 HG0236'NORTH OF THE BRICK AND CONCRETE CURB AT THE SOUTH SIDE OF A
 HG0236'PARKWAY, 60 FEET SOUTH OF THE MAIN TRACK, AND ABOUT MIDWAY
 HG0236'BETWEEN TWO 16-INCH ELM TREES.  A STANDARD DISK, STAMPED L 238
 HG0236'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0236
 HG0236                          STATION RECOVERY (1986)
 HG0236
 HG0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0236'RECOVERED IN GOOD CONDITION.  THE 1953 DESCRIPTION IS ADEQUATE EXCEPT
 HG0236'ADD--66.5 METERS (218 FT) WEST OF THE SOUTHWEST CORNER OF THE RAILROAD
 HG0236'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0815 ***********************************************************************
 HF0815  DESIGNATION -  L 239
 HF0815  PID         -  HF0815
 HF0815  STATE/COUNTY-  KS/SUMNER
 HF0815  USGS QUAD   -  DOSTER (1971)
 HF0815
 HF0815                         *CURRENT SURVEY CONTROL
 HF0815  ___________________________________________________________________
 HF0815* NAD 83(1986)-  37 03 15.     (N)    097 40 00.     (W)     SCALED    
 HF0815* NAVD 88     -       348.454  (meters)    1143.22   (feet)  ADJUSTED  
 HF0815  ___________________________________________________________________
 HF0815  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 HF0815  DYNAMIC HT  -         348.162 (meters)    1142.26  (feet)  COMP
 HF0815  MODELED GRAV-     979,785.4   (mgal)                       NAVD 88
 HF0815
 HF0815  VERT ORDER  -  SECOND    CLASS 0
 HF0815
 HF0815.The horizontal coordinates were scaled from a topographic map and have
 HF0815.an estimated accuracy of +/- 6 seconds.
 HF0815
 HF0815.The orthometric height was determined by differential leveling
 HF0815.and adjusted by the National Geodetic Survey in June 1991..
 HF0815
 HF0815.The geoid height was determined by GEOID03.
 HF0815
 HF0815.The dynamic height is computed by dividing the NAVD 88
 HF0815.geopotential number by the normal gravity value computed on the
 HF0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0815.degrees latitude (g = 980.6199 gals.).
 HF0815
 HF0815.The modeled gravity was interpolated from observed gravity values.
 HF0815
 HF0815;                    North         East    Units  Estimated Accuracy
 HF0815;SPC KS S     -   443,340.      474,130.      MT  (+/- 180 meters Scaled)
 HF0815
 HF0815                          SUPERSEDED SURVEY CONTROL
 HF0815
 HF0815  NGVD 29 (??/??/92)  348.347  (m)         1142.87   (f) ADJ UNCH    2 0
 HF0815
 HF0815.Superseded values are not recommended for survey control.
 HF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0815.See file dsdata.txt to determine how the superseded data were derived.
 HF0815
 HF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG185017(NAD 83)
 HF0815_MARKER: DB = BENCH MARK DISK
 HF0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0815_STAMPING: L 239 1934
 HF0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0815+STABILITY: SURFACE MOTION
 HF0815
 HF0815  HISTORY     - Date     Condition        Report By
 HF0815  HISTORY     - 1934     MONUMENTED       CGS
 HF0815
 HF0815                          STATION DESCRIPTION
 HF0815
 HF0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0815'4.6 MI W FROM CALDWELL.
 HF0815'4.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0815'FROM CALDWELL, SUMNER COUNTY, 0.3 MILE EAST OF THE STATION SIGN
 HF0815'AT JOHNSTONS, NEAR MILEAGE 36.3, 12 RAILS EAST OF A GRAIN
 HF0815'ELEVATOR, 8-1/2 RAILS WEST OF THE CROSSING OF A COUNTY HIGHWAY,
 HF0815'43 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 4 FEET NORTH
 HF0815'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED L 239 1934
 HF0815'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0429 ***********************************************************************
 HF0429  DESIGNATION -  L 241
 HF0429  PID         -  HF0429
 HF0429  STATE/COUNTY-  KS/BUTLER
 HF0429  USGS QUAD   -  GORDON (1979)
 HF0429
 HF0429                         *CURRENT SURVEY CONTROL
 HF0429  ___________________________________________________________________
 HF0429* NAD 83(1986)-  37 35 19.     (N)    096 59 37.     (W)     SCALED    
 HF0429* NAVD 88     -       368.533  (meters)    1209.10   (feet)  ADJUSTED  
 HF0429  ___________________________________________________________________
 HF0429  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 HF0429  DYNAMIC HT  -         368.241 (meters)    1208.14  (feet)  COMP
 HF0429  MODELED GRAV-     979,828.5   (mgal)                       NAVD 88
 HF0429
 HF0429  VERT ORDER  -  SECOND    CLASS 0
 HF0429
 HF0429.The horizontal coordinates were scaled from a topographic map and have
 HF0429.an estimated accuracy of +/- 6 seconds.
 HF0429
 HF0429.The orthometric height was determined by differential leveling
 HF0429.and adjusted by the National Geodetic Survey in June 1991..
 HF0429
 HF0429.The geoid height was determined by GEOID03.
 HF0429
 HF0429.The dynamic height is computed by dividing the NAVD 88
 HF0429.geopotential number by the normal gravity value computed on the
 HF0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0429.degrees latitude (g = 980.6199 gals.).
 HF0429
 HF0429.The modeled gravity was interpolated from observed gravity values.
 HF0429
 HF0429;                    North         East    Units  Estimated Accuracy
 HF0429;SPC KS S     -   503,400.      533,030.      MT  (+/- 180 meters Scaled)
 HF0429
 HF0429                          SUPERSEDED SURVEY CONTROL
 HF0429
 HF0429  NGVD 29 (??/??/92)  368.405  (m)         1208.68   (f) ADJ UNCH    2 0
 HF0429
 HF0429.Superseded values are not recommended for survey control.
 HF0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0429.See file dsdata.txt to determine how the superseded data were derived.
 HF0429
 HF0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG771620(NAD 83)
 HF0429_MARKER: DB = BENCH MARK DISK
 HF0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0429_STAMPING: L 241 1934
 HF0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0429+STABILITY: SURFACE MOTION
 HF0429
 HF0429  HISTORY     - Date     Condition        Report By
 HF0429  HISTORY     - 1934     MONUMENTED       CGS
 HF0429  HISTORY     - 1954     MARK NOT FOUND   USGS
 HF0429  HISTORY     - 20060713 MARK NOT FOUND   INDIV
 HF0429
 HF0429                          STATION DESCRIPTION
 HF0429
 HF0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0429'AT GORDON.
 HF0429'AT GORDON, BUTLER COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 HF0429'RAILWAY, 75 FEET SOUTH OF THE SOUTH END OF THE STATION, NEAR
 HF0429'MILEAGE 205.9, 40 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK,
 HF0429'AND 17 FEET WEST OF THE CENTERLINE OF A SWITCH TRACK.  A STANDARD
 HF0429'DISK, STAMPED L 241 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0429
 HF0429                          STATION RECOVERY (1954)
 HF0429
 HF0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HF0429'MARK NOT FOUND.
 HF0429
 HF0429                          STATION RECOVERY (2006)
 HF0429
 HF0429'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0429'STATION NO LONGER EXISTS AND ONLY ONE SET OF RAILROAD TRACKS RUN
 HF0429'THROUGH GORDON NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0245 ***********************************************************************
 HF0245  DESIGNATION -  L 242
 HF0245  PID         -  HF0245
 HF0245  STATE/COUNTY-  KS/COWLEY
 HF0245  USGS QUAD   -  BURDEN (1979)
 HF0245
 HF0245                         *CURRENT SURVEY CONTROL
 HF0245  ___________________________________________________________________
 HF0245* NAD 83(1986)-  37 18 35.     (N)    096 50 35.     (W)     SCALED    
 HF0245* NAVD 88     -       402.571  (meters)    1320.77   (feet)  ADJUSTED  
 HF0245  ___________________________________________________________________
 HF0245  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 HF0245  DYNAMIC HT  -         402.240 (meters)    1319.68  (feet)  COMP
 HF0245  MODELED GRAV-     979,796.3   (mgal)                       NAVD 88
 HF0245
 HF0245  VERT ORDER  -  SECOND    CLASS 0
 HF0245
 HF0245.The horizontal coordinates were scaled from a topographic map and have
 HF0245.an estimated accuracy of +/- 6 seconds.
 HF0245
 HF0245.The orthometric height was determined by differential leveling
 HF0245.and adjusted by the National Geodetic Survey in June 1991..
 HF0245
 HF0245.The geoid height was determined by GEOID03.
 HF0245
 HF0245.The dynamic height is computed by dividing the NAVD 88
 HF0245.geopotential number by the normal gravity value computed on the
 HF0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0245.degrees latitude (g = 980.6199 gals.).
 HF0245
 HF0245.The modeled gravity was interpolated from observed gravity values.
 HF0245
 HF0245;                    North         East    Units  Estimated Accuracy
 HF0245;SPC KS S     -   472,680.      546,880.      MT  (+/- 180 meters Scaled)
 HF0245
 HF0245                          SUPERSEDED SURVEY CONTROL
 HF0245
 HF0245  NGVD 29 (??/??/92)  402.446  (m)         1320.36   (f) ADJ UNCH    2 0
 HF0245
 HF0245.Superseded values are not recommended for survey control.
 HF0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0245.See file dsdata.txt to determine how the superseded data were derived.
 HF0245
 HF0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG911314(NAD 83)
 HF0245_MARKER: DB = BENCH MARK DISK
 HF0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0245_STAMPING: L 242 1935
 HF0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0245+STABILITY: SURFACE MOTION
 HF0245
 HF0245  HISTORY     - Date     Condition        Report By
 HF0245  HISTORY     - 1935     MONUMENTED       CGS
 HF0245  HISTORY     - 1962     GOOD             NGS
 HF0245  HISTORY     - 1962     GOOD             NGS
 HF0245
 HF0245                          STATION DESCRIPTION
 HF0245
 HF0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0245'2.9 MI E FROM NEW SALEM.
 HF0245'2.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0245'FROM NEW SALEM, COWLEY COUNTY, NEAR MILEAGE 235.9, 1-1/2 RAILS
 HF0245'WEST OF A ROAD CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE
 HF0245'TRACK, 15 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3 FEET EAST
 HF0245'AND 1.5 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED L 242 1934
 HF0245'AND SET IN THE TOP OF A CONCRETE POST.
 HF0245
 HF0245                          STATION RECOVERY (1962)
 HF0245
 HF0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0154 ***********************************************************************
 HF0154  DESIGNATION -  L 243
 HF0154  PID         -  HF0154
 HF0154  STATE/COUNTY-  KS/ELK
 HF0154  USGS QUAD   -  ELK FALLS (1979)
 HF0154
 HF0154                         *CURRENT SURVEY CONTROL
 HF0154  ___________________________________________________________________
 HF0154* NAD 83(1986)-  37 21 55.     (N)    096 07 48.     (W)     SCALED    
 HF0154* NAVD 88     -       281.325  (meters)     922.98   (feet)  ADJUSTED  
 HF0154  ___________________________________________________________________
 HF0154  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HF0154  DYNAMIC HT  -         281.099 (meters)     922.24  (feet)  COMP
 HF0154  MODELED GRAV-     979,820.7   (mgal)                       NAVD 88
 HF0154
 HF0154  VERT ORDER  -  SECOND    CLASS 0
 HF0154
 HF0154.The horizontal coordinates were scaled from a topographic map and have
 HF0154.an estimated accuracy of +/- 6 seconds.
 HF0154
 HF0154.The orthometric height was determined by differential leveling
 HF0154.and adjusted by the National Geodetic Survey in June 1991..
 HF0154
 HF0154.The geoid height was determined by GEOID03.
 HF0154
 HF0154.The dynamic height is computed by dividing the NAVD 88
 HF0154.geopotential number by the normal gravity value computed on the
 HF0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0154.degrees latitude (g = 980.6199 gals.).
 HF0154
 HF0154.The modeled gravity was interpolated from observed gravity values.
 HF0154
 HF0154;                    North         East    Units  Estimated Accuracy
 HF0154;SPC KS S     -   480,200.      609,920.      MT  (+/- 180 meters Scaled)
 HF0154
 HF0154                          SUPERSEDED SURVEY CONTROL
 HF0154
 HF0154  NGVD 29 (??/??/92)  281.180  (m)          922.50   (f) ADJ UNCH    2 0
 HF0154
 HF0154.Superseded values are not recommended for survey control.
 HF0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0154.See file dsdata.txt to determine how the superseded data were derived.
 HF0154
 HF0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG541392(NAD 83)
 HF0154_MARKER: DB = BENCH MARK DISK
 HF0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0154_STAMPING: L 243 1935
 HF0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0154+STABILITY: SURFACE MOTION
 HF0154
 HF0154  HISTORY     - Date     Condition        Report By
 HF0154  HISTORY     - 1935     MONUMENTED       CGS
 HF0154  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 HF0154
 HF0154                          STATION DESCRIPTION
 HF0154
 HF0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0154'2.6 MI W FROM LONGTON.
 HF0154'2.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0154'FROM LONGTON, ELK COUNTY, AT A TOWNSHIP-ROAD CROSSING, 35 FEET
 HF0154'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 30 FEET NORTH OF THE
 HF0154'ROAD, AND 3 FEET WEST OF A NORTH-AND-SOUTH FENCE.  A STANDARD
 HF0154'DISK, STAMPED L 243 1935 AND SET IN THE TOP OF A CONCRETE POST
 HF0154'PROJECTING 2 INCHES ABOVE GROUND.
 HF0154
 HF0154                          STATION RECOVERY (1988)
 HF0154
 HF0154'RECOVERY NOTE BY US POWER SQUADRON 1988 (GDB)
 HF0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0075 ***********************************************************************
 HF0075  DESIGNATION -  L 244
 HF0075  PID         -  HF0075
 HF0075  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0075  USGS QUAD   -  SEDAN (1979)
 HF0075
 HF0075                         *CURRENT SURVEY CONTROL
 HF0075  ___________________________________________________________________
 HF0075* NAD 83(1986)-  37 10 34.     (N)    096 13 37.     (W)     SCALED    
 HF0075* NAVD 88     -       314.721  (meters)    1032.55   (feet)  ADJUSTED  
 HF0075  ___________________________________________________________________
 HF0075  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 HF0075  DYNAMIC HT  -         314.467 (meters)    1031.71  (feet)  COMP
 HF0075  MODELED GRAV-     979,815.9   (mgal)                       NAVD 88
 HF0075
 HF0075  VERT ORDER  -  SECOND    CLASS 0
 HF0075
 HF0075.The horizontal coordinates were scaled from a topographic map and have
 HF0075.an estimated accuracy of +/- 6 seconds.
 HF0075
 HF0075.The orthometric height was determined by differential leveling
 HF0075.and adjusted by the National Geodetic Survey in June 1991..
 HF0075
 HF0075.The geoid height was determined by GEOID03.
 HF0075
 HF0075.The dynamic height is computed by dividing the NAVD 88
 HF0075.geopotential number by the normal gravity value computed on the
 HF0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0075.degrees latitude (g = 980.6199 gals.).
 HF0075
 HF0075.The modeled gravity was interpolated from observed gravity values.
 HF0075
 HF0075;                    North         East    Units  Estimated Accuracy
 HF0075;SPC KS S     -   459,000.      601,850.      MT  (+/- 180 meters Scaled)
 HF0075
 HF0075                          SUPERSEDED SURVEY CONTROL
 HF0075
 HF0075  NGVD 29 (??/??/92)  314.582  (m)         1032.09   (f) ADJ UNCH    2 0
 HF0075
 HF0075.Superseded values are not recommended for survey control.
 HF0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0075.See file dsdata.txt to determine how the superseded data were derived.
 HF0075
 HF0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG461180(NAD 83)
 HF0075_MARKER: DB = BENCH MARK DISK
 HF0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0075_STAMPING: L 244 1935
 HF0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0075+STABILITY: SURFACE MOTION
 HF0075
 HF0075  HISTORY     - Date     Condition        Report By
 HF0075  HISTORY     - 1935     MONUMENTED       CGS
 HF0075
 HF0075                          STATION DESCRIPTION
 HF0075
 HF0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0075'4.8 MI N FROM SEDAN.
 HF0075'4.8 MILES NORTH ALONG STATE HIGHWAY 99 FROM SEDAN, CHAUTAUQUA
 HF0075'COUNTY, 20 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 HF0075'SCHOOLHOUSE, AND 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 HF0075'A STANDARD DISK, STAMPED L 244 1935 AND SET IN THE TOP OF A
 HF0075'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0625 ***********************************************************************
 HE0625  DESIGNATION -  L 245
 HE0625  PID         -  HE0625
 HE0625  STATE/COUNTY-  KS/WOODSON
 HE0625  USGS QUAD   -  YATES CENTER (1984)
 HE0625
 HE0625                         *CURRENT SURVEY CONTROL
 HE0625  ___________________________________________________________________
 HE0625* NAD 83(1986)-  37 52 50.     (N)    095 42 59.     (W)     SCALED    
 HE0625* NAVD 88     -       322.157  (meters)    1056.94   (feet)  ADJUSTED  
 HE0625  ___________________________________________________________________
 HE0625  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 HE0625  DYNAMIC HT  -         321.909 (meters)    1056.13  (feet)  COMP
 HE0625  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 HE0625
 HE0625  VERT ORDER  -  SECOND    CLASS 0
 HE0625
 HE0625.The horizontal coordinates were scaled from a topographic map and have
 HE0625.an estimated accuracy of +/- 6 seconds.
 HE0625
 HE0625.The orthometric height was determined by differential leveling
 HE0625.and adjusted by the National Geodetic Survey in June 1991..
 HE0625
 HE0625.The geoid height was determined by GEOID03.
 HE0625
 HE0625.The dynamic height is computed by dividing the NAVD 88
 HE0625.geopotential number by the normal gravity value computed on the
 HE0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0625.degrees latitude (g = 980.6199 gals.).
 HE0625
 HE0625.The modeled gravity was interpolated from observed gravity values.
 HE0625
 HE0625;                    North         East    Units  Estimated Accuracy
 HE0625;SPC KS S     -   538,380.      644,840.      MT  (+/- 180 meters Scaled)
 HE0625
 HE0625                          SUPERSEDED SURVEY CONTROL
 HE0625
 HE0625  NGVD 29 (??/??/92)  321.996  (m)         1056.42   (f) ADJ UNCH    2 0
 HE0625
 HE0625.Superseded values are not recommended for survey control.
 HE0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0625.See file dsdata.txt to determine how the superseded data were derived.
 HE0625
 HE0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB611960(NAD 83)
 HE0625_MARKER: DB = BENCH MARK DISK
 HE0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0625+STABILITY: SURFACE MOTION
 HE0625
 HE0625  HISTORY     - Date     Condition        Report By
 HE0625  HISTORY     - UNK      MONUMENTED       CGS
 HE0625  HISTORY     - 1934     GOOD             NGS
 HE0625
 HE0625                          STATION DESCRIPTION
 HE0625
 HE0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0625'1 MI E FROM YATES.
 HE0625'1 MILE E. OF YATES CENTER.  MARK IS LOCATED ALONG THE MO. P.
 HE0625'RAILROAD.  5 YDS. S. OF CENTER OF TRACK ON OLDSPUR LINE ROAD
 HE0625'BED.  100 YDS W. OF 5 MILE POLE 385.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0633 ***********************************************************************
 HE0633  DESIGNATION -  L 246
 HE0633  PID         -  HE0633
 HE0633  STATE/COUNTY-  KS/WOODSON
 HE0633  USGS QUAD   -  YATES CENTER (1984)
 HE0633
 HE0633                         *CURRENT SURVEY CONTROL
 HE0633  ___________________________________________________________________
 HE0633* NAD 83(1986)-  37 57 06.     (N)    095 41 02.     (W)     SCALED    
 HE0633* NAVD 88     -       328.940  (meters)    1079.20   (feet)  ADJUSTED  
 HE0633  ___________________________________________________________________
 HE0633  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 HE0633  DYNAMIC HT  -         328.690 (meters)    1078.38  (feet)  COMP
 HE0633  MODELED GRAV-     979,860.8   (mgal)                       NAVD 88
 HE0633
 HE0633  VERT ORDER  -  SECOND    CLASS 0
 HE0633
 HE0633.The horizontal coordinates were scaled from a topographic map and have
 HE0633.an estimated accuracy of +/- 6 seconds.
 HE0633
 HE0633.The orthometric height was determined by differential leveling
 HE0633.and adjusted by the National Geodetic Survey in June 1991..
 HE0633
 HE0633.The geoid height was determined by GEOID03.
 HE0633
 HE0633.The dynamic height is computed by dividing the NAVD 88
 HE0633.geopotential number by the normal gravity value computed on the
 HE0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0633.degrees latitude (g = 980.6199 gals.).
 HE0633
 HE0633.The modeled gravity was interpolated from observed gravity values.
 HE0633
 HE0633;                    North         East    Units  Estimated Accuracy
 HE0633;SPC KS S     -   546,350.      647,460.      MT  (+/- 180 meters Scaled)
 HE0633
 HE0633                          SUPERSEDED SURVEY CONTROL
 HE0633
 HE0633  NGVD 29 (??/??/92)  328.781  (m)         1078.68   (f) ADJ UNCH    2 0
 HE0633
 HE0633.Superseded values are not recommended for survey control.
 HE0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0633.See file dsdata.txt to determine how the superseded data were derived.
 HE0633
 HE0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC641038(NAD 83)
 HE0633_MARKER: DB = BENCH MARK DISK
 HE0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0633+STABILITY: SURFACE MOTION
 HE0633
 HE0633  HISTORY     - Date     Condition        Report By
 HE0633  HISTORY     - UNK      MONUMENTED       CGS
 HE0633  HISTORY     - 1934     GOOD             NGS
 HE0633
 HE0633                          STATION DESCRIPTION
 HE0633
 HE0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0633'2.4 MI S FROM VERNON.
 HE0633'2.4 MILES S. OF VERNON.  ALONG THE MO. P.R.R. 2.4 MILES S.
 HE0633'OF VERNON, MARK IS 15 YDS. W. OF CENTER OF TRACK 8 YDS. N. OF
 HE0633'COUNTY ROAD CROSSING, 70 YDS. N. OF MILE POLE 394-10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0586 ***********************************************************************
 HE0586  DESIGNATION -  L 25
 HE0586  PID         -  HE0586
 HE0586  STATE/COUNTY-  KS/WOODSON
 HE0586  USGS QUAD   -  COYVILLE (1975)
 HE0586
 HE0586                         *CURRENT SURVEY CONTROL
 HE0586  ___________________________________________________________________
 HE0586* NAD 83(1986)-  37 44 04.     (N)    095 55 49.     (W)     SCALED    
 HE0586* NAVD 88     -       271.368  (meters)     890.31   (feet)  ADJUSTED  
 HE0586  ___________________________________________________________________
 HE0586  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 HE0586  DYNAMIC HT  -         271.156 (meters)     889.62  (feet)  COMP
 HE0586  MODELED GRAV-     979,845.9   (mgal)                       NAVD 88
 HE0586
 HE0586  VERT ORDER  -  FIRST     CLASS II
 HE0586
 HE0586.The horizontal coordinates were scaled from a topographic map and have
 HE0586.an estimated accuracy of +/- 6 seconds.
 HE0586
 HE0586.The orthometric height was determined by differential leveling
 HE0586.and adjusted by the National Geodetic Survey in June 1991..
 HE0586
 HE0586.The geoid height was determined by GEOID03.
 HE0586
 HE0586.The dynamic height is computed by dividing the NAVD 88
 HE0586.geopotential number by the normal gravity value computed on the
 HE0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0586.degrees latitude (g = 980.6199 gals.).
 HE0586
 HE0586.The modeled gravity was interpolated from observed gravity values.
 HE0586
 HE0586;                    North         East    Units  Estimated Accuracy
 HE0586;SPC KS S     -   521,630.      626,470.      MT  (+/- 180 meters Scaled)
 HE0586
 HE0586                          SUPERSEDED SURVEY CONTROL
 HE0586
 HE0586  NGVD 29 (??/??/92)  271.225  (m)          889.84   (f) ADJ UNCH    1 2
 HE0586
 HE0586.Superseded values are not recommended for survey control.
 HE0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0586.See file dsdata.txt to determine how the superseded data were derived.
 HE0586
 HE0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB417803(NAD 83)
 HE0586_MARKER: DB = BENCH MARK DISK
 HE0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0586_STAMPING: L 25 1933
 HE0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0586+STABILITY: SURFACE MOTION
 HE0586
 HE0586  HISTORY     - Date     Condition        Report By
 HE0586  HISTORY     - 1933     MONUMENTED       CGS
 HE0586
 HE0586                          STATION DESCRIPTION
 HE0586
 HE0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0586'4.2 MI NW FROM COYVILLE.
 HE0586'IN WOODSON COUNTY, 4.2 MILES NORTHWEST ALONG THE OLD ROADBED
 HE0586'OF THE ABANDONED ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HE0586'THE STATION AT COYVILLE, WILSON COUNTY, 60 FEET NORTH OF THE
 HE0586'WOODSON-WILSON COUNTY LINE, AND 44.9 FEET WEST OF THE OLD ROADBED.
 HE0586'A STANDARD DISK, STAMPED L 25 1933 AND SET IN THE TOP OF A
 HE0586'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0739 ***********************************************************************
 JE0739  DESIGNATION -  L 251
 JE0739  PID         -  JE0739
 JE0739  STATE/COUNTY-  KS/LINN
 JE0739  USGS QUAD   -  PRESCOTT (1978)
 JE0739
 JE0739                         *CURRENT SURVEY CONTROL
 JE0739  ___________________________________________________________________
 JE0739* NAD 83(1986)-  38 03 56.     (N)    094 41 42.     (W)     SCALED    
 JE0739* NAVD 88     -       271.045  (meters)     889.25   (feet)  ADJUSTED  
 JE0739  ___________________________________________________________________
 JE0739  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JE0739  DYNAMIC HT  -         270.845 (meters)     888.60  (feet)  COMP
 JE0739  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 JE0739
 JE0739  VERT ORDER  -  SECOND    CLASS 0
 JE0739
 JE0739.The horizontal coordinates were scaled from a topographic map and have
 JE0739.an estimated accuracy of +/- 6 seconds.
 JE0739
 JE0739.The orthometric height was determined by differential leveling
 JE0739.and adjusted by the National Geodetic Survey in June 1991..
 JE0739
 JE0739.The geoid height was determined by GEOID03.
 JE0739
 JE0739.The dynamic height is computed by dividing the NAVD 88
 JE0739.geopotential number by the normal gravity value computed on the
 JE0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0739.degrees latitude (g = 980.6199 gals.).
 JE0739
 JE0739.The modeled gravity was interpolated from observed gravity values.
 JE0739
 JE0739;                    North         East    Units  Estimated Accuracy
 JE0739;SPC KS S     -   562,070.      733,790.      MT  (+/- 180 meters Scaled)
 JE0739
 JE0739                          SUPERSEDED SURVEY CONTROL
 JE0739
 JE0739  NGVD 29 (??/??/92)  270.918  (m)          888.84   (f) ADJ UNCH    2 0
 JE0739
 JE0739.Superseded values are not recommended for survey control.
 JE0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0739.See file dsdata.txt to determine how the superseded data were derived.
 JE0739
 JE0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC513144(NAD 83)
 JE0739_MARKER: DB = BENCH MARK DISK
 JE0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0739_STAMPING: L 251 1934
 JE0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0739+STABILITY: SURFACE MOTION
 JE0739
 JE0739  HISTORY     - Date     Condition        Report By
 JE0739  HISTORY     - 1934     MONUMENTED       CGS
 JE0739  HISTORY     - 1975     GOOD             KSDT
 JE0739
 JE0739                          STATION DESCRIPTION
 JE0739
 JE0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE0739'AT PRESCOTT.
 JE0739'AT PRESCOTT, LINN COUNTY, 34 FEET NORTH OF THE NORTH LINE OF
 JE0739'THE ST. LOUIS-SAN FRANCISCO RAILWAY STATION, 9 FEET SOUTHEAST
 JE0739'OF THE THIRTY-FIFTH POLE SOUTH OF MILEPOST 81, AND 36 FEET EAST
 JE0739'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 JE0739'L 251 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JE0739
 JE0739                          STATION RECOVERY (1975)
 JE0739
 JE0739'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1975
 JE0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0297 ***********************************************************************
 HE0297  DESIGNATION -  L 252
 HE0297  PID         -  HE0297
 HE0297  STATE/COUNTY-  KS/BOURBON
 HE0297  USGS QUAD   -  FORT SCOTT (1978)
 HE0297
 HE0297                         *CURRENT SURVEY CONTROL
 HE0297  ___________________________________________________________________
 HE0297* NAD 83(1986)-  37 47 07.     (N)    094 41 49.     (W)     SCALED    
 HE0297* NAVD 88     -       285.073  (meters)     935.28   (feet)  ADJUSTED  
 HE0297  ___________________________________________________________________
 HE0297  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 HE0297  DYNAMIC HT  -         284.858 (meters)     934.57  (feet)  COMP
 HE0297  MODELED GRAV-     979,868.9   (mgal)                       NAVD 88
 HE0297
 HE0297  VERT ORDER  -  SECOND    CLASS 0
 HE0297
 HE0297.The horizontal coordinates were scaled from a topographic map and have
 HE0297.an estimated accuracy of +/- 6 seconds.
 HE0297
 HE0297.The orthometric height was determined by differential leveling
 HE0297.and adjusted by the National Geodetic Survey in June 1991..
 HE0297
 HE0297.The geoid height was determined by GEOID03.
 HE0297
 HE0297.The dynamic height is computed by dividing the NAVD 88
 HE0297.geopotential number by the normal gravity value computed on the
 HE0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0297.degrees latitude (g = 980.6199 gals.).
 HE0297
 HE0297.The modeled gravity was interpolated from observed gravity values.
 HE0297
 HE0297;                    North         East    Units  Estimated Accuracy
 HE0297;SPC KS S     -   530,980.      734,890.      MT  (+/- 180 meters Scaled)
 HE0297
 HE0297                          SUPERSEDED SURVEY CONTROL
 HE0297
 HE0297  NGVD 29 (??/??/92)  284.958  (m)          934.90   (f) ADJ UNCH    2 0
 HE0297
 HE0297.Superseded values are not recommended for survey control.
 HE0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0297.See file dsdata.txt to determine how the superseded data were derived.
 HE0297
 HE0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB505833(NAD 83)
 HE0297_MARKER: DB = BENCH MARK DISK
 HE0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0297_STAMPING: L 252 1934
 HE0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0297+STABILITY: SURFACE MOTION
 HE0297
 HE0297  HISTORY     - Date     Condition        Report By
 HE0297  HISTORY     - 1934     MONUMENTED       CGS
 HE0297  HISTORY     - 1957     MARK NOT FOUND   NGS
 HE0297
 HE0297                          STATION DESCRIPTION
 HE0297
 HE0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HE0297'4 MI S FROM FORT SCOTT.
 HE0297'4 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0297'THE STATION AT FORT SCOTT, BOURBON COUNTY, 36 FEET SOUTH OF
 HE0297'THE TWENTY-FIFTH POLE SOUTH OF MILEPOST 102, ABOUT 250 FEET
 HE0297'NORTH OF THE JUNCTION WITH THE MISSOURI PACIFIC RAILROAD, 18
 HE0297'FEET EAST OF THE CENTERLINE OF THE MISSOURI PACIFIC RAILROAD
 HE0297'TRACK, AND 27 FEET WEST OF THE CENTERLINE OF THE ST. LOUIS-SAN
 HE0297'FRANCISCO RAILWAY WEST TRACK.  A STANDARD DISK, STAMPED L 252
 HE0297'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0228 ***********************************************************************
 HE0228  DESIGNATION -  L 253
 HE0228  PID         -  HE0228
 HE0228  STATE/COUNTY-  KS/CRAWFORD
 HE0228  USGS QUAD   -  CHEROKEE (1964)
 HE0228
 HE0228                         *CURRENT SURVEY CONTROL
 HE0228  ___________________________________________________________________
 HE0228* NAD 83(1986)-  37 20 47.     (N)    094 49 20.     (W)     SCALED    
 HE0228* NAVD 88     -       283.309  (meters)     929.49   (feet)  ADJUSTED  
 HE0228  ___________________________________________________________________
 HE0228  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 HE0228  DYNAMIC HT  -         283.084 (meters)     928.75  (feet)  COMP
 HE0228  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 HE0228
 HE0228  VERT ORDER  -  SECOND    CLASS 0
 HE0228
 HE0228.The horizontal coordinates were scaled from a topographic map and have
 HE0228.an estimated accuracy of +/- 6 seconds.
 HE0228
 HE0228.The orthometric height was determined by differential leveling
 HE0228.and adjusted by the National Geodetic Survey in June 1991..
 HE0228
 HE0228.The geoid height was determined by GEOID03.
 HE0228
 HE0228.The dynamic height is computed by dividing the NAVD 88
 HE0228.geopotential number by the normal gravity value computed on the
 HE0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0228.degrees latitude (g = 980.6199 gals.).
 HE0228
 HE0228.The modeled gravity was interpolated from observed gravity values.
 HE0228
 HE0228;                    North         East    Units  Estimated Accuracy
 HE0228;SPC KS S     -   481,870.      725,790.      MT  (+/- 180 meters Scaled)
 HE0228
 HE0228                          SUPERSEDED SURVEY CONTROL
 HE0228
 HE0228  NGVD 29 (??/??/92)  283.196  (m)          929.12   (f) ADJ UNCH    2 0
 HE0228
 HE0228.Superseded values are not recommended for survey control.
 HE0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0228.See file dsdata.txt to determine how the superseded data were derived.
 HE0228
 HE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB385348(NAD 83)
 HE0228_MARKER: DB = BENCH MARK DISK
 HE0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0228_STAMPING: L 253 1934
 HE0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0228+STABILITY: SURFACE MOTION
 HE0228
 HE0228  HISTORY     - Date     Condition        Report By
 HE0228  HISTORY     - 1934     MONUMENTED       CGS
 HE0228  HISTORY     - 1935     GOOD             NGS
 HE0228  HISTORY     - 1962     MARK NOT FOUND   NGS
 HE0228
 HE0228                          STATION DESCRIPTION
 HE0228
 HE0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0228'IN CHEROKEE.
 HE0228'AT CHEROKEE, CRAWFORD COUNTY, 19 FEET NORTHEAST OF THE NORTHEAST
 HE0228'CORNER OF THE HIGH SCHOOL BUILDING, 3 FEET NORTH OF THE NORTH
 HE0228'LINE OF THE BUILDING, AND 5 FEET WEST OF THE WEST EDGE OF A
 HE0228'NORTH-AND-SOUTH SIDEWALK.  A STANDARD DISK SET IN THE TOP OF A
 HE0228'CONCRETE POST.  NOTE-- POSSIBLY DESTROYED WHEN NEW ADDITION WAS
 HE0228'BUILT ON TO SCHOOL.
 HE0228
 HE0228                          STATION RECOVERY (1962)
 HE0228
 HE0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HE0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6013 ***********************************************************************
 AB6013  DESIGNATION -  L 256 RESET
 AB6013  PID         -  AB6013
 AB6013  STATE/COUNTY-  KS/JEFFERSON
 AB6013  USGS QUAD   -  WINCHESTER (1979)
 AB6013
 AB6013                         *CURRENT SURVEY CONTROL
 AB6013  ___________________________________________________________________
 AB6013* NAD 83(1986)-  39 17 19.     (N)    095 18 40.     (W)     SCALED    
 AB6013* NAVD 88     -       358.46   (meters)    1176.0    (feet)  RESET     
 AB6013  ___________________________________________________________________
 AB6013  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 AB6013
 AB6013  VERT ORDER  -  THIRD
 AB6013
 AB6013.The horizontal coordinates were scaled from a topographic map and have
 AB6013.an estimated accuracy of +/- 6 seconds.
 AB6013
 AB6013.The orthometric height was computed from unverified reset data.
 AB6013
 AB6013.The geoid height was determined by GEOID03.
 AB6013
 AB6013;                    North         East    Units  Estimated Accuracy
 AB6013;SPC KS N     -   109,490.      631,940.      MT  (+/- 180 meters Scaled)
 AB6013
 AB6013                          SUPERSEDED SURVEY CONTROL
 AB6013
 AB6013.No superseded survey control is available for this station.
 AB6013
 AB6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD006513(NAD 83)
 AB6013_MARKER: DB = BENCH MARK DISK
 AB6013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB6013_STAMPING: L 256 RESET 1965
 AB6013_MARK LOGO: CGS   
 AB6013_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6013+STABILITY: SURFACE MOTION
 AB6013
 AB6013  HISTORY     - Date     Condition        Report By
 AB6013  HISTORY     - 1965     MONUMENTED       CGS
 AB6013
 AB6013                          STATION DESCRIPTION
 AB6013
 AB6013'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (RAE)
 AB6013'5.1 MILES (8.2 KM) NORTH ALONG US HIGHWAY 59 FROM ITS JUNCTION WITH
 AB6013'STATE HIGHWAYS 16 AND 92 IN OSKALOOSA, IN THE NORTHWEST ANGLE OF
 AB6013'CROSSROADS, AT THE SOUTHEAST CORNER OF A FARMYARD.  68.5 FEET (20.9 M)
 AB6013'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 67 FEET (20.4 M) WEST OF
 AB6013'THE CENTERLINE OF THE HIGHWAY, 27 FEET (8.2 M) NORTH OF THE CENTERLINE
 AB6013'OF AN EAST-WEST ROAD AND 1 FOOT (0.3 M) EAST OF A METAL WITNESS POST.
 AB6013'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AB6013'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0906 ***********************************************************************
 JE0906  DESIGNATION -  L 257
 JE0906  PID         -  JE0906
 JE0906  STATE/COUNTY-  KS/FRANKLIN
 JE0906  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE0906
 JE0906                         *CURRENT SURVEY CONTROL
 JE0906  ___________________________________________________________________
 JE0906* NAD 83(1986)-  38 34 00.     (N)    095 16 08.     (W)     SCALED    
 JE0906* NAVD 88     -       285.707  (meters)     937.36   (feet)  ADJUSTED  
 JE0906  ___________________________________________________________________
 JE0906  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0906  DYNAMIC HT  -         285.508 (meters)     936.70  (feet)  COMP
 JE0906  MODELED GRAV-     979,925.0   (mgal)                       NAVD 88
 JE0906
 JE0906  VERT ORDER  -  SECOND    CLASS 0
 JE0906
 JE0906.The horizontal coordinates were scaled from a topographic map and have
 JE0906.an estimated accuracy of +/- 6 seconds.
 JE0906
 JE0906.The orthometric height was determined by differential leveling
 JE0906.and adjusted by the National Geodetic Survey in June 1991..
 JE0906
 JE0906.The geoid height was determined by GEOID03.
 JE0906
 JE0906.The dynamic height is computed by dividing the NAVD 88
 JE0906.geopotential number by the normal gravity value computed on the
 JE0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0906.degrees latitude (g = 980.6199 gals.).
 JE0906
 JE0906.The modeled gravity was interpolated from observed gravity values.
 JE0906
 JE0906;                    North         East    Units  Estimated Accuracy
 JE0906;SPC KS S     -   615,760.      681,540.      MT  (+/- 180 meters Scaled)
 JE0906
 JE0906                          SUPERSEDED SURVEY CONTROL
 JE0906
 JE0906  NGVD 29 (??/??/92)  285.591  (m)          936.98   (f) ADJ UNCH    2 0
 JE0906
 JE0906.Superseded values are not recommended for survey control.
 JE0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0906.See file dsdata.txt to determine how the superseded data were derived.
 JE0906
 JE0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC023711(NAD 83)
 JE0906_MARKER: DB = BENCH MARK DISK
 JE0906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0906_SP_SET: SEMAPHORE BASE
 JE0906_STAMPING: L 257 1938
 JE0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0906
 JE0906  HISTORY     - Date     Condition        Report By
 JE0906  HISTORY     - 1938     MONUMENTED       CGS
 JE0906  HISTORY     - 1950     GOOD             NGS
 JE0906  HISTORY     - 1981     GOOD             KSDT
 JE0906
 JE0906                          STATION DESCRIPTION
 JE0906
 JE0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JE0906'3.1 MI S FROM OTTAWA.
 JE0906'3.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE0906'FROM THE HIGH SCHOOL AT OTTAWA, FRANKLIN COUNTY, 850 FEET
 JE0906'NORTH OF THE CROSSING OF AN EAST-AND-WEST GRAVEL ROAD, 24 FEET
 JE0906'EAST OF THE CENTER LINE OF THE MAIN TRACK, AT SIDETRACK SEMAPHORE
 JE0906'614, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, AND
 JE0906'ABOUT 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 JE0906'STAMPED L 257 1938.
 JE0906
 JE0906                          STATION RECOVERY (1950)
 JE0906
 JE0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0906'RECOVERED IN GOOD CONDITION.
 JE0906
 JE0906                          STATION RECOVERY (1981)
 JE0906
 JE0906'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 JE0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0492 ***********************************************************************
 JG0492  DESIGNATION -  L 258
 JG0492  PID         -  JG0492
 JG0492  STATE/COUNTY-  KS/HODGEMAN
 JG0492  USGS QUAD   -  JETMORE NW (1970)
 JG0492
 JG0492                         *CURRENT SURVEY CONTROL
 JG0492  ___________________________________________________________________
 JG0492* NAD 83(1986)-  38 07 55.     (N)    099 53 54.     (W)     SCALED    
 JG0492* NAVD 88     -       739.534  (meters)    2426.29   (feet)  ADJUSTED  
 JG0492  ___________________________________________________________________
 JG0492  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0492  DYNAMIC HT  -         738.921 (meters)    2424.28  (feet)  COMP
 JG0492  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 JG0492
 JG0492  VERT ORDER  -  SECOND    CLASS 0
 JG0492
 JG0492.The horizontal coordinates were scaled from a topographic map and have
 JG0492.an estimated accuracy of +/- 6 seconds.
 JG0492
 JG0492.The orthometric height was determined by differential leveling
 JG0492.and adjusted by the National Geodetic Survey in June 1991..
 JG0492
 JG0492.The geoid height was determined by GEOID03.
 JG0492
 JG0492.The dynamic height is computed by dividing the NAVD 88
 JG0492.geopotential number by the normal gravity value computed on the
 JG0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0492.degrees latitude (g = 980.6199 gals.).
 JG0492
 JG0492.The modeled gravity was interpolated from observed gravity values.
 JG0492
 JG0492;                    North         East    Units  Estimated Accuracy
 JG0492;SPC KS S     -   563,540.      277,410.      MT  (+/- 180 meters Scaled)
 JG0492
 JG0492                          SUPERSEDED SURVEY CONTROL
 JG0492
 JG0492  NGVD 29 (??/??/92)  739.270  (m)         2425.42   (f) ADJ UNCH    2 0
 JG0492
 JG0492.Superseded values are not recommended for survey control.
 JG0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0492.See file dsdata.txt to determine how the superseded data were derived.
 JG0492
 JG0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH212208(NAD 83)
 JG0492_MARKER: DB = BENCH MARK DISK
 JG0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0492_SP_SET: CULVERT
 JG0492_STAMPING: L 258 1938
 JG0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0492
 JG0492  HISTORY     - Date     Condition        Report By
 JG0492  HISTORY     - 1938     MONUMENTED       CGS
 JG0492
 JG0492                          STATION DESCRIPTION
 JG0492
 JG0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JG0492'3.4 MI N FROM JETMORE.
 JG0492'3.4 MILES NORTH BY HIGHWAY.  ALONG HIGHWAY U.S. 283.  SET IN
 JG0492'CENTER OF TOP OF A CONCRETE HIGHWAY CULVERT.  45 FT. NORTH OF
 JG0492'AN EAST AND WEST SECTION ROAD.  30 FT. EAST OF HIGHWAY R/W LINE.
 JG0492'18 FT. WEST OF CENTER-LINE OF U.S. 283.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0268 ***********************************************************************
 KE0268  DESIGNATION -  L 259
 KE0268  PID         -  KE0268
 KE0268  STATE/COUNTY-  KS/JOHNSON
 KE0268  USGS QUAD   -  EDWARDSVILLE (1991)
 KE0268
 KE0268                         *CURRENT SURVEY CONTROL
 KE0268  ___________________________________________________________________
 KE0268* NAD 83(1986)-  39 03 45.     (N)    094 45 03.     (W)     SCALED    
 KE0268* NAVD 88     -       233.981  (meters)     767.65   (feet)  ADJUSTED  
 KE0268  ___________________________________________________________________
 KE0268  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KE0268  DYNAMIC HT  -         233.829 (meters)     767.15  (feet)  COMP
 KE0268  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 KE0268
 KE0268  VERT ORDER  -  SECOND    CLASS 0
 KE0268
 KE0268.The horizontal coordinates were scaled from a topographic map and have
 KE0268.an estimated accuracy of +/- 6 seconds.
 KE0268
 KE0268.The orthometric height was determined by differential leveling
 KE0268.and adjusted by the National Geodetic Survey in June 1991..
 KE0268
 KE0268.The geoid height was determined by GEOID03.
 KE0268
 KE0268.The dynamic height is computed by dividing the NAVD 88
 KE0268.geopotential number by the normal gravity value computed on the
 KE0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0268.degrees latitude (g = 980.6199 gals.).
 KE0268
 KE0268.The modeled gravity was interpolated from observed gravity values.
 KE0268
 KE0268;                    North         East    Units  Estimated Accuracy
 KE0268;SPC KS N     -    85,990.      681,150.      MT  (+/- 180 meters Scaled)
 KE0268
 KE0268                          SUPERSEDED SURVEY CONTROL
 KE0268
 KE0268  NGVD 29 (??/??/92)  233.885  (m)          767.34   (f) ADJ UNCH    2 0
 KE0268
 KE0268.Superseded values are not recommended for survey control.
 KE0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0268.See file dsdata.txt to determine how the superseded data were derived.
 KE0268
 KE0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD485251(NAD 83)
 KE0268_MARKER: DB = BENCH MARK DISK
 KE0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0268_SP_SET: CONCRETE BASE
 KE0268_STAMPING: L 259 1940
 KE0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0268
 KE0268  HISTORY     - Date     Condition        Report By
 KE0268  HISTORY     - 1940     MONUMENTED       CGS
 KE0268
 KE0268                          STATION DESCRIPTION
 KE0268
 KE0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KE0268'IN MORRIS.
 KE0268'IN MORRIS BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE ATCHISON
 KE0268'TOPEKA AND SANTA FE RAILROAD, 0.1 MILE NORTHEAST OF THE RAILROAD
 KE0268'STATION, IN THE EAST CORNER OF THE CONCRETE BASE OF A LARGE
 KE0268'BLOCK SIGNAL, 0.7 FOOT NORTHWEST OF SOUTHEAST EDGE OF BASE,
 KE0268'0.7 FOOT SOUTHWEST OF NORTHEAST EDGE OF BASE, SET FLUSH AND
 KE0268'HORIZONTALLY.  NO 4 X 4 INCH WOODEN POST SET BECAUSE BLOCK
 KE0268'SIGNAL SERVES AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0571 ***********************************************************************
 HE0571  DESIGNATION -  L 26
 HE0571  PID         -  HE0571
 HE0571  STATE/COUNTY-  KS/MONTGOMERY
 HE0571  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0571
 HE0571                         *CURRENT SURVEY CONTROL
 HE0571  ___________________________________________________________________
 HE0571* NAD 83(1986)-  37 02 05.     (N)    095 37 07.     (W)     SCALED    
 HE0571* NAVD 88     -       224.895  (meters)     737.84   (feet)  ADJUSTED  
 HE0571  ___________________________________________________________________
 HE0571  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE0571  DYNAMIC HT  -         224.717 (meters)     737.26  (feet)  COMP
 HE0571  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 HE0571
 HE0571  VERT ORDER  -  FIRST     CLASS II
 HE0571
 HE0571.The horizontal coordinates were scaled from a topographic map and have
 HE0571.an estimated accuracy of +/- 6 seconds.
 HE0571
 HE0571.The orthometric height was determined by differential leveling
 HE0571.and adjusted by the National Geodetic Survey in June 1991..
 HE0571
 HE0571.The geoid height was determined by GEOID03.
 HE0571
 HE0571.The dynamic height is computed by dividing the NAVD 88
 HE0571.geopotential number by the normal gravity value computed on the
 HE0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0571.degrees latitude (g = 980.6199 gals.).
 HE0571
 HE0571.The modeled gravity was interpolated from observed gravity values.
 HE0571
 HE0571;                    North         East    Units  Estimated Accuracy
 HE0571;SPC KS S     -   444,810.      656,330.      MT  (+/- 180 meters Scaled)
 HE0571
 HE0571                          SUPERSEDED SURVEY CONTROL
 HE0571
 HE0571  NGVD 29 (??/??/92)  224.757  (m)          737.39   (f) ADJ UNCH    1 2
 HE0571
 HE0571.Superseded values are not recommended for survey control.
 HE0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0571.See file dsdata.txt to determine how the superseded data were derived.
 HE0571
 HE0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB670019(NAD 83)
 HE0571_MARKER: DB = BENCH MARK DISK
 HE0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0571_STAMPING: L 26 1933
 HE0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0571+STABILITY: SURFACE MOTION
 HE0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0571+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2005
 HE0571
 HE0571  HISTORY     - Date     Condition        Report By
 HE0571  HISTORY     - 1933     MONUMENTED       CGS
 HE0571  HISTORY     - 20051231 GOOD             GEOCAC
 HE0571
 HE0571                          STATION DESCRIPTION
 HE0571
 HE0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0571'AT COFFEYVILLE.
 HE0571'AT COFFEYVILLE, MONTGOMERY COUNTY, AT THE MUNICIPAL MEMORIAL
 HE0571'AUDITORIUM, ABOUT 133 FEET SOUTHWEST OF THE SOUTHWEST CORNER,
 HE0571'22 FEET EAST OF THE SOUTH ELM STREET CURB, AND 20 FEET NORTH OF
 HE0571'THE WEST ELEVENTH STREET CURB.  A STANDARD DISK, STAMPED L 26
 HE0571'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 HE0571'6 INCHES ABOVE GROUND.
 HE0571
 HE0571                          STATION RECOVERY (2005)
 HE0571
 HE0571'RECOVERY NOTE BY GEOCACHING 2005 (RCB)
 HE0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0873 ***********************************************************************
 JE0873  DESIGNATION -  L 260
 JE0873  PID         -  JE0873
 JE0873  STATE/COUNTY-  KS/MIAMI
 JE0873  USGS QUAD   -  PAOLA WEST (1973)
 JE0873
 JE0873                         *CURRENT SURVEY CONTROL
 JE0873  ___________________________________________________________________
 JE0873* NAD 83(1986)-  38 31 47.     (N)    094 56 24.     (W)     SCALED    
 JE0873* NAVD 88     -       269.038  (meters)     882.67   (feet)  ADJUSTED  
 JE0873  ___________________________________________________________________
 JE0873  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE0873  DYNAMIC HT  -         268.852 (meters)     882.06  (feet)  COMP
 JE0873  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 JE0873
 JE0873  VERT ORDER  -  SECOND    CLASS 0
 JE0873
 JE0873.The horizontal coordinates were scaled from a topographic map and have
 JE0873.an estimated accuracy of +/- 6 seconds.
 JE0873
 JE0873.The orthometric height was determined by differential leveling
 JE0873.and adjusted by the National Geodetic Survey in June 1991..
 JE0873
 JE0873.The geoid height was determined by GEOID03.
 JE0873
 JE0873.The dynamic height is computed by dividing the NAVD 88
 JE0873.geopotential number by the normal gravity value computed on the
 JE0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0873.degrees latitude (g = 980.6199 gals.).
 JE0873
 JE0873.The modeled gravity was interpolated from observed gravity values.
 JE0873
 JE0873;                    North         East    Units  Estimated Accuracy
 JE0873;SPC KS S     -   612,700.      710,340.      MT  (+/- 180 meters Scaled)
 JE0873
 JE0873                          SUPERSEDED SURVEY CONTROL
 JE0873
 JE0873  NGVD 29 (??/??/92)  268.900  (m)          882.22   (f) ADJ UNCH    2 0
 JE0873
 JE0873.Superseded values are not recommended for survey control.
 JE0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0873.See file dsdata.txt to determine how the superseded data were derived.
 JE0873
 JE0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC308663(NAD 83)
 JE0873_MARKER: DB = BENCH MARK DISK
 JE0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0873_SP_SET: CULVERT
 JE0873_STAMPING: L 260 1940
 JE0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0873
 JE0873  HISTORY     - Date     Condition        Report By
 JE0873  HISTORY     - 1940     MONUMENTED       CGS
 JE0873  HISTORY     - 1951     GOOD             NGS
 JE0873
 JE0873                          STATION DESCRIPTION
 JE0873
 JE0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0873'2.3 MI NE FROM OSAWATOMIE.
 JE0873'2.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0873'THE STATION AT OSAWATOMIE, 60 FEET NORTHEAST OF POLE 330/30, AT
 JE0873'A 4- BY 6-FOOT CONCRETE BOX-CULVERT, IN THE NORTH END OF THE
 JE0873'WEST HEADWALL, AND 11.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 JE0873'MAIN TRACK.  A STANDARD DISK, STAMPED L 260 1940 AND SET
 JE0873'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0761 ***********************************************************************
 KE0761  DESIGNATION -  L 261
 KE0761  PID         -  KE0761
 KE0761  STATE/COUNTY-  KS/SHAWNEE
 KE0761  USGS QUAD   -  TOPEKA (1983)
 KE0761
 KE0761                         *CURRENT SURVEY CONTROL
 KE0761  ___________________________________________________________________
 KE0761* NAD 83(1986)-  39 03 19.     (N)    095 37 37.     (W)     SCALED    
 KE0761* NAVD 88     -       268.206  (meters)     879.94   (feet)  ADJUSTED  
 KE0761  ___________________________________________________________________
 KE0761  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KE0761  DYNAMIC HT  -         268.031 (meters)     879.37  (feet)  COMP
 KE0761  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 KE0761
 KE0761  VERT ORDER  -  FIRST     CLASS II
 KE0761
 KE0761.The horizontal coordinates were scaled from a topographic map and have
 KE0761.an estimated accuracy of +/- 6 seconds.
 KE0761
 KE0761.The orthometric height was determined by differential leveling
 KE0761.and adjusted by the National Geodetic Survey in June 1991..
 KE0761
 KE0761.The geoid height was determined by GEOID03.
 KE0761
 KE0761.The dynamic height is computed by dividing the NAVD 88
 KE0761.geopotential number by the normal gravity value computed on the
 KE0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0761.degrees latitude (g = 980.6199 gals.).
 KE0761
 KE0761.The modeled gravity was interpolated from observed gravity values.
 KE0761
 KE0761;                    North         East    Units  Estimated Accuracy
 KE0761;SPC KS N     -    82,840.      605,380.      MT  (+/- 180 meters Scaled)
 KE0761
 KE0761                          SUPERSEDED SURVEY CONTROL
 KE0761
 KE0761  NGVD 29 (??/??/92)  268.118  (m)          879.65   (f) ADJ UNCH    1 2
 KE0761
 KE0761.Superseded values are not recommended for survey control.
 KE0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0761.See file dsdata.txt to determine how the superseded data were derived.
 KE0761
 KE0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD726261(NAD 83)
 KE0761_MARKER: DB = BENCH MARK DISK
 KE0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0761_STAMPING: L 261 1940
 KE0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0761+STABILITY: SURFACE MOTION
 KE0761
 KE0761  HISTORY     - Date     Condition        Report By
 KE0761  HISTORY     - 1940     MONUMENTED       CGS
 KE0761  HISTORY     - 1963     GOOD             NGS
 KE0761  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0761
 KE0761                          STATION DESCRIPTION
 KE0761
 KE0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KE0761'2.2 MI E FROM TOPEKA.
 KE0761'2.2 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0761'STATION IN TOPEKA.  BENCH MARK IS ALONG THE RIGHT-OF-WAY OF
 KE0761'THE ATCHISON TOPEKA AND SANTA FE RAILROAD, AT A GRADE CROSSING,
 KE0761'IN A FENCE CORNER, 44 FEET NORTHEAST OF CENTER OF CROSSING,
 KE0761'35 FEET EAST OF CENTER LINE OF GRAVELED ROAD, 29.5 FEET NORTH
 KE0761'OF CENTER LINE OF TRACK, 5.7 FEET SOUTH OF A 24 INCH ELM TREE,
 KE0761'3.7 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 KE0761'2 FEET, 3.5 FEET NORTHEAST OF FENCE CORNER, MONUMENT PROJECTS
 KE0761'0.5 FOOT.
 KE0761
 KE0761                          STATION RECOVERY (1963)
 KE0761
 KE0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 KE0761'RECOVERED IN GOOD CONDITION.
 KE0761
 KE0761                          STATION RECOVERY (1986)
 KE0761
 KE0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0072 ***********************************************************************
 KF0072  DESIGNATION -  L 262
 KF0072  PID         -  KF0072
 KF0072  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0072  USGS QUAD   -  ST MARYS (1978)
 KF0072
 KF0072                         *CURRENT SURVEY CONTROL
 KF0072  ___________________________________________________________________
 KF0072* NAD 83(1986)-  39 12 14.     (N)    096 05 38.     (W)     SCALED    
 KF0072* NAVD 88     -       291.191  (meters)     955.35   (feet)  ADJUSTED  
 KF0072  ___________________________________________________________________
 KF0072  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 KF0072  DYNAMIC HT  -         291.004 (meters)     954.74  (feet)  COMP
 KF0072  MODELED GRAV-     979,975.9   (mgal)                       NAVD 88
 KF0072
 KF0072  VERT ORDER  -  FIRST     CLASS II
 KF0072
 KF0072.The horizontal coordinates were scaled from a topographic map and have
 KF0072.an estimated accuracy of +/- 6 seconds.
 KF0072
 KF0072.The orthometric height was determined by differential leveling
 KF0072.and adjusted by the National Geodetic Survey in June 1991..
 KF0072
 KF0072.The geoid height was determined by GEOID03.
 KF0072
 KF0072.The dynamic height is computed by dividing the NAVD 88
 KF0072.geopotential number by the normal gravity value computed on the
 KF0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0072.degrees latitude (g = 980.6199 gals.).
 KF0072
 KF0072.The modeled gravity was interpolated from observed gravity values.
 KF0072
 KF0072;                    North         East    Units  Estimated Accuracy
 KF0072;SPC KS N     -    98,370.      564,630.      MT  (+/- 180 meters Scaled)
 KF0072
 KF0072                          SUPERSEDED SURVEY CONTROL
 KF0072
 KF0072  NGVD 29 (??/??/92)  291.092  (m)          955.02   (f) ADJ UNCH    1 2
 KF0072
 KF0072.Superseded values are not recommended for survey control.
 KF0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0072.See file dsdata.txt to determine how the superseded data were derived.
 KF0072
 KF0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ509434(NAD 83)
 KF0072_MARKER: DB = BENCH MARK DISK
 KF0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0072_SP_SET: CONCRETE POST
 KF0072_STAMPING: L 262 1940
 KF0072_MARK LOGO: CGS   
 KF0072_PROJECTION: RECESSED 5 CENTIMETERS
 KF0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0072+STABILITY: SURFACE MOTION
 KF0072
 KF0072  HISTORY     - Date     Condition        Report By
 KF0072  HISTORY     - 1940     MONUMENTED       CGS
 KF0072  HISTORY     - 1965     GOOD             NGS
 KF0072  HISTORY     - 1986     GOOD             NGS
 KF0072
 KF0072                          STATION DESCRIPTION
 KF0072
 KF0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0072'1.4 MI W FROM ST MARYS.
 KF0072'1.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0072'AT ST. MARYS, POTTAWATOMIE COUNTY, 81 FEET SOUTH OF MILEPOST
 KF0072'93, 85 FEET WEST OF A UTILITY POLE, 53 FEET EAST OF A UTILITY
 KF0072'POLE, 46.5 FEET SOUTH OF CENTER LINE OF THE TRACK, 3 FEET NORTH
 KF0072'OF THE RIGHT OF WAY FENCE AND 1 FOOT SOUTH OF A METAL WITNESS
 KF0072'POST AND SIGN.  A STANDARD DISK, STAMPED, L 262 1940 AND SET
 KF0072'IN THE TOP OF A CONCRETE POST AND 1 INCH BELOW SURFACE OF
 KF0072'THE GROUND.
 KF0072
 KF0072                          STATION RECOVERY (1986)
 KF0072
 KF0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0072'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  41.2 KM
 KF0072'(25.6 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0072'IN TOPEKA, OR 41.9 M (26.0 MI) EASTERLY ALONG THE UNION PACIFIC
 KF0072'RAILROAD FROM THE STATION IN MANHATTAN, 36.6 M (120.1 FT) NORTHEAST
 KF0072'THE CENTERLINE OF U.S. HIGHWAY 24, 16.2 M (53.1 FT) SOUTHEAST OF
 KF0072'MILEPOST 93, AND 13.6 M (44.7 FT) SOUTHWEST OF THE NEAR RAIL.
 KF0072'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KF0072'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0644 ***********************************************************************
 KF0644  DESIGNATION -  L 263
 KF0644  PID         -  KF0644
 KF0644  STATE/COUNTY-  KS/RILEY
 KF0644  USGS QUAD   -  MANHATTAN (1991)
 KF0644
 KF0644                         *CURRENT SURVEY CONTROL
 KF0644  ___________________________________________________________________
 KF0644* NAD 83(1986)-  39 09 20.     (N)    096 35 48.     (W)     SCALED    
 KF0644* NAVD 88     -       309.941  (meters)    1016.86   (feet)  ADJUSTED  
 KF0644  ___________________________________________________________________
 KF0644  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 KF0644  DYNAMIC HT  -         309.734 (meters)    1016.19  (feet)  COMP
 KF0644  MODELED GRAV-     979,952.3   (mgal)                       NAVD 88
 KF0644
 KF0644  VERT ORDER  -  FIRST     CLASS II
 KF0644
 KF0644.The horizontal coordinates were scaled from a topographic map and have
 KF0644.an estimated accuracy of +/- 6 seconds.
 KF0644
 KF0644.The orthometric height was determined by differential leveling
 KF0644.and adjusted by the National Geodetic Survey in June 1991..
 KF0644.WARNING-Repeat measurements at this control monument indicate possible
 KF0644.vertical movement.
 KF0644
 KF0644.The geoid height was determined by GEOID03.
 KF0644
 KF0644.The dynamic height is computed by dividing the NAVD 88
 KF0644.geopotential number by the normal gravity value computed on the
 KF0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0644.degrees latitude (g = 980.6199 gals.).
 KF0644
 KF0644.The modeled gravity was interpolated from observed gravity values.
 KF0644
 KF0644;                    North         East    Units  Estimated Accuracy
 KF0644;SPC KS N     -    92,220.      521,290.      MT  (+/- 180 meters Scaled)
 KF0644
 KF0644                          SUPERSEDED SURVEY CONTROL
 KF0644
 KF0644  NGVD 29 (??/??/92)  309.798  (m)         1016.40   (f) ADJ UNCH    1 2
 KF0644
 KF0644.Superseded values are not recommended for survey control.
 KF0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0644.See file dsdata.txt to determine how the superseded data were derived.
 KF0644
 KF0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ076367(NAD 83)
 KF0644_MARKER: DB = BENCH MARK DISK
 KF0644_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0644_SP_SET: HEADWALL
 KF0644_STAMPING: L 263 1940
 KF0644_MARK LOGO: CGS   
 KF0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0644+STABILITY: SURFACE MOTION
 KF0644
 KF0644  HISTORY     - Date     Condition        Report By
 KF0644  HISTORY     - 1934     MONUMENTED       CGS
 KF0644  HISTORY     - 1968     GOOD             NGS
 KF0644  HISTORY     - 1980     GOOD             USGS
 KF0644  HISTORY     - 1986     GOOD             NGS
 KF0644  HISTORY     - 20051112 GOOD             GEOCAC
 KF0644
 KF0644                          STATION DESCRIPTION
 KF0644
 KF0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 KF0644'3 MI W FROM MANHATTAN.
 KF0644'ABOUT 3.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM
 KF0644'THE STATION AT MANHATTAN, 0.4 MILE SOUTH OF MILEPOST 122, 50
 KF0644'YARDS NORTH OF A ROAD CROSSING, AT A LARGE CONCRETE BOX CULVERT
 KF0644'122.41, ON THE TOP OF THE SOUTHEAST WINGWALL, 15 INCHES WEST
 KF0644'OF THE END OF THE WINGWALL, AND CEMENTED IN A DRILL HOLE.
 KF0644
 KF0644                          STATION RECOVERY (1980)
 KF0644
 KF0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KF0644'RECOVERED IN GOOD CONDITION.
 KF0644
 KF0644                          STATION RECOVERY (1986)
 KF0644
 KF0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0644'RECOVERED IN GOOD CONDITION.
 KF0644
 KF0644                          STATION RECOVERY (2005)
 KF0644
 KF0644'RECOVERY NOTE BY GEOCACHING 2005 (JPF)
 KF0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0599 ***********************************************************************
 KE0599  DESIGNATION -  L 264
 KE0599  PID         -  KE0599
 KE0599  STATE/COUNTY-  KS/DOUGLAS
 KE0599  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0599
 KE0599                         *CURRENT SURVEY CONTROL
 KE0599  ___________________________________________________________________
 KE0599* NAD 83(1986)-  39 01 29.     (N)    095 19 05.     (W)     SCALED    
 KE0599* NAVD 88     -       253.770  (meters)     832.58   (feet)  ADJUSTED  
 KE0599  ___________________________________________________________________
 KE0599  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 KE0599  DYNAMIC HT  -         253.606 (meters)     832.04  (feet)  COMP
 KE0599  MODELED GRAV-     979,972.9   (mgal)                       NAVD 88
 KE0599
 KE0599  VERT ORDER  -  FIRST     CLASS II
 KE0599
 KE0599.The horizontal coordinates were scaled from a topographic map and have
 KE0599.an estimated accuracy of +/- 6 seconds.
 KE0599
 KE0599.The orthometric height was determined by differential leveling
 KE0599.and adjusted by the National Geodetic Survey in June 1991..
 KE0599
 KE0599.The geoid height was determined by GEOID03.
 KE0599
 KE0599.The dynamic height is computed by dividing the NAVD 88
 KE0599.geopotential number by the normal gravity value computed on the
 KE0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0599.degrees latitude (g = 980.6199 gals.).
 KE0599
 KE0599.The modeled gravity was interpolated from observed gravity values.
 KE0599
 KE0599;                    North         East    Units  Estimated Accuracy
 KE0599;SPC KS N     -    80,190.      632,200.      MT  (+/- 180 meters Scaled)
 KE0599
 KE0599                          SUPERSEDED SURVEY CONTROL
 KE0599
 KE0599  NGVD 29 (??/??/92)  253.689  (m)          832.31   (f) ADJ UNCH    1 2
 KE0599
 KE0599.Superseded values are not recommended for survey control.
 KE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0599.See file dsdata.txt to determine how the superseded data were derived.
 KE0599
 KE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD993220(NAD 83)
 KE0599_MARKER: DB = BENCH MARK DISK
 KE0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0599_STAMPING: L 264 1940
 KE0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0599+STABILITY: SURFACE MOTION
 KE0599
 KE0599  HISTORY     - Date     Condition        Report By
 KE0599  HISTORY     - 1940     MONUMENTED       CGS
 KE0599  HISTORY     - 1951     GOOD             NGS
 KE0599  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0599
 KE0599                          STATION DESCRIPTION
 KE0599
 KE0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0599'4.5 MI E FROM LECOMPTON.
 KE0599'4.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0599'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 17 FEET NORTHEAST
 KE0599'OF MILEPOST 33, 47 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 KE0599'43 FEET NORTHWEST OF STEEL RAIL 33, 2 FEET SOUTH OF THE
 KE0599'RIGHT-OF-WAY FENCE, AND ABOUT 6 INCHES BELOW THE SURFACE OF
 KE0599'THE GROUND.  A STANDARD DISK, STAMPED L 264 1940 AND SET IN
 KE0599'THE TOP OF A CONCRETE POST.
 KE0599
 KE0599                          STATION RECOVERY (1986)
 KE0599
 KE0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0322 ***********************************************************************
 JF0322  DESIGNATION -  L 265
 JF0322  PID         -  JF0322
 JF0322  STATE/COUNTY-  KS/BUTLER
 JF0322  USGS QUAD   -  MATFIELD GREEN SE (1967)
 JF0322
 JF0322                         *CURRENT SURVEY CONTROL
 JF0322  ___________________________________________________________________
 JF0322* NAD 83(1986)-  38 04 52.     (N)    096 36 39.     (W)     SCALED    
 JF0322* NAVD 88     -       450.291  (meters)    1477.33   (feet)  ADJUSTED  
 JF0322  ___________________________________________________________________
 JF0322  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 JF0322  DYNAMIC HT  -         449.945 (meters)    1476.19  (feet)  COMP
 JF0322  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 JF0322
 JF0322  VERT ORDER  -  SECOND    CLASS 0
 JF0322
 JF0322.The horizontal coordinates were scaled from a topographic map and have
 JF0322.an estimated accuracy of +/- 6 seconds.
 JF0322
 JF0322.The orthometric height was determined by differential leveling
 JF0322.and adjusted by the National Geodetic Survey in June 1991..
 JF0322
 JF0322.The geoid height was determined by GEOID03.
 JF0322
 JF0322.The dynamic height is computed by dividing the NAVD 88
 JF0322.geopotential number by the normal gravity value computed on the
 JF0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0322.degrees latitude (g = 980.6199 gals.).
 JF0322
 JF0322.The modeled gravity was interpolated from observed gravity values.
 JF0322
 JF0322;                    North         East    Units  Estimated Accuracy
 JF0322;SPC KS S     -   558,660.      565,730.      MT  (+/- 180 meters Scaled)
 JF0322
 JF0322                          SUPERSEDED SURVEY CONTROL
 JF0322
 JF0322  NGVD 29 (??/??/92)  450.118  (m)         1476.76   (f) ADJ UNCH    2 0
 JF0322
 JF0322.Superseded values are not recommended for survey control.
 JF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0322.See file dsdata.txt to determine how the superseded data were derived.
 JF0322
 JF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH095175(NAD 83)
 JF0322_MARKER: DB = BENCH MARK DISK
 JF0322_SETTING: 66 = SET IN ROCK OUTCROP
 JF0322_SP_SET: ROCK OUTCROP
 JF0322_STAMPING: L 265 1934
 JF0322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0322+STABILITY: POSITION/ELEVATION WELL
 JF0322
 JF0322  HISTORY     - Date     Condition        Report By
 JF0322  HISTORY     - 1934     MONUMENTED       CGS
 JF0322  HISTORY     - 1965     GOOD             USGS
 JF0322
 JF0322                          STATION DESCRIPTION
 JF0322
 JF0322'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JF0322'1.4 MI N FROM JAQUES SIDING.
 JF0322'APPROX 4 MILE NORTH ALONG THE A.T. AND SF. RY FROM THE STATION
 JF0322'AT CASSODAY, BUTLER CO T 22 S, R 7 E, IN NE 1/4 SEC 36, APPROX 1.4
 JF0322'MILE NORTH OF THE OVERPASS OF THE KANSAS TURNPIKE, 0.2 MILE NORTH
 JF0322'OF MILEPOST 151, IN THE FACE OF A ROCK LEDGE, 17.2 FT WEST OF CENTER
 JF0322'LINE OF THE TRACK, AND ABOUT FOUR FEET HIGHER THAN THE TRACK A
 JF0322'STD DISK STAMPED L 265 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0487 ***********************************************************************
 HG0487  DESIGNATION -  L 266
 HG0487  PID         -  HG0487
 HG0487  STATE/COUNTY-  KS/KIOWA
 HG0487  USGS QUAD   -  BELVIDERE (1968)
 HG0487
 HG0487                         *CURRENT SURVEY CONTROL
 HG0487  ___________________________________________________________________
 HG0487* NAD 83(1986)-  37 27 14.     (N)    099 04 00.     (W)     SCALED    
 HG0487* NAVD 88     -       552.551  (meters)    1812.83   (feet)  ADJUSTED  
 HG0487  ___________________________________________________________________
 HG0487  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 HG0487  DYNAMIC HT  -         552.076 (meters)    1811.27  (feet)  COMP
 HG0487  MODELED GRAV-     979,752.1   (mgal)                       NAVD 88
 HG0487
 HG0487  VERT ORDER  -  SECOND    CLASS 0
 HG0487
 HG0487.The horizontal coordinates were scaled from a topographic map and have
 HG0487.an estimated accuracy of +/- 6 seconds.
 HG0487
 HG0487.The orthometric height was determined by differential leveling
 HG0487.and adjusted by the National Geodetic Survey in June 1991..
 HG0487
 HG0487.The geoid height was determined by GEOID03.
 HG0487
 HG0487.The dynamic height is computed by dividing the NAVD 88
 HG0487.geopotential number by the normal gravity value computed on the
 HG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0487.degrees latitude (g = 980.6199 gals.).
 HG0487
 HG0487.The modeled gravity was interpolated from observed gravity values.
 HG0487
 HG0487;                    North         East    Units  Estimated Accuracy
 HG0487;SPC KS S     -   487,520.      349,860.      MT  (+/- 180 meters Scaled)
 HG0487
 HG0487                          SUPERSEDED SURVEY CONTROL
 HG0487
 HG0487  NGVD 29 (??/??/92)  552.307  (m)         1812.03   (f) ADJ UNCH    2 0
 HG0487
 HG0487.Superseded values are not recommended for survey control.
 HG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0487.See file dsdata.txt to determine how the superseded data were derived.
 HG0487
 HG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG941452(NAD 83)
 HG0487_MARKER: DB = BENCH MARK DISK
 HG0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0487_STAMPING: L 266 1940
 HG0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0487+STABILITY: SURFACE MOTION
 HG0487
 HG0487  HISTORY     - Date     Condition        Report By
 HG0487  HISTORY     - 1940     MONUMENTED       CGS
 HG0487  HISTORY     - 1967     MARK NOT FOUND   USGS
 HG0487
 HG0487                          STATION DESCRIPTION
 HG0487
 HG0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0487'0.8 MI SE FROM BELVIDERE.
 HG0487'0.8 MILE SOUTHEAST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0487'TOPEKA, AND SANTA FE RR.  60.0 FEET SOUTH OF CENTER LINE OF TRACK.
 HG0487'0.15 MILE WEST OF RAILROAD BRIDGE NO. 103B.  6.0 FEET BELOW TOP OF
 HG0487'RAIL.  4.0 SOUTH OF EAST-WEST FENCE LINE.  2.5 FEET WEST
 HG0487'OF 4X4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
 HG0487
 HG0487                          STATION RECOVERY (1967)
 HG0487
 HG0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HG0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0437 ***********************************************************************
 JG0437  DESIGNATION -  L 267
 JG0437  PID         -  JG0437
 JG0437  STATE/COUNTY-  KS/PAWNEE
 JG0437  USGS QUAD   -  FORT LARNED (1970)
 JG0437
 JG0437                         *CURRENT SURVEY CONTROL
 JG0437  ___________________________________________________________________
 JG0437* NAD 83(1986)-  38 08 49.     (N)    099 08 26.     (W)     SCALED    
 JG0437* NAVD 88     -       615.088  (meters)    2018.00   (feet)  ADJUSTED  
 JG0437  ___________________________________________________________________
 JG0437  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 JG0437  DYNAMIC HT  -         614.608 (meters)    2016.43  (feet)  COMP
 JG0437  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 JG0437
 JG0437  VERT ORDER  -  SECOND    CLASS 0
 JG0437
 JG0437.The horizontal coordinates were scaled from a topographic map and have
 JG0437.an estimated accuracy of +/- 6 seconds.
 JG0437
 JG0437.The orthometric height was determined by differential leveling
 JG0437.and adjusted by the National Geodetic Survey in June 1991..
 JG0437
 JG0437.The geoid height was determined by GEOID03.
 JG0437
 JG0437.The dynamic height is computed by dividing the NAVD 88
 JG0437.geopotential number by the normal gravity value computed on the
 JG0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0437.degrees latitude (g = 980.6199 gals.).
 JG0437
 JG0437.The modeled gravity was interpolated from observed gravity values.
 JG0437
 JG0437;                    North         East    Units  Estimated Accuracy
 JG0437;SPC KS S     -   564,480.      343,850.      MT  (+/- 180 meters Scaled)
 JG0437
 JG0437                          SUPERSEDED SURVEY CONTROL
 JG0437
 JG0437  NGVD 29 (??/??/92)  614.913  (m)         2017.43   (f) ADJ UNCH    2 0
 JG0437
 JG0437.Superseded values are not recommended for survey control.
 JG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0437.See file dsdata.txt to determine how the superseded data were derived.
 JG0437
 JG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH876221(NAD 83)
 JG0437_MARKER: DB = BENCH MARK DISK
 JG0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0437_STAMPING: L 267 1940
 JG0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0437+STABILITY: SURFACE MOTION
 JG0437
 JG0437  HISTORY     - Date     Condition        Report By
 JG0437  HISTORY     - 1940     MONUMENTED       CGS
 JG0437  HISTORY     - 1969     MARK NOT FOUND   USGS
 JG0437
 JG0437                          STATION DESCRIPTION
 JG0437
 JG0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0437'3.2 MI SW FROM LARNED.
 JG0437'3.2 MILES SOUTHWEST, ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA,
 JG0437'AND SANTA FE RR.  98 FEET NORTHWEST OF MILE POST NO. 295.  68
 JG0437'FEET SOUTHEAST OF CENTER LINE OF STATE HIGHWAY NO. 45.  58 FEET
 JG0437'NORTHWEST OF CENTER LINE OF TRACK.  4.0 FEET SOUTH OF 4 X 4
 JG0437'INCH WHITE WOODEN POST PROJECTING 1.5 FOOT.
 JG0437
 JG0437                          STATION RECOVERY (1969)
 JG0437
 JG0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JG0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0525 ***********************************************************************
 JG0525  DESIGNATION -  L 268
 JG0525  PID         -  JG0525
 JG0525  STATE/COUNTY-  KS/NESS
 JG0525  USGS QUAD   -  MC CRACKEN SW (1966)
 JG0525
 JG0525                         *CURRENT SURVEY CONTROL
 JG0525  ___________________________________________________________________
 JG0525* NAD 83(1986)-  38 35 33.     (N)    099 38 20.     (W)     SCALED    
 JG0525* NAVD 88     -       679.912  (meters)    2230.68   (feet)  ADJUSTED  
 JG0525  ___________________________________________________________________
 JG0525  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 JG0525  DYNAMIC HT  -         679.382 (meters)    2228.94  (feet)  COMP
 JG0525  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 JG0525
 JG0525  VERT ORDER  -  SECOND    CLASS 0
 JG0525
 JG0525.The horizontal coordinates were scaled from a topographic map and have
 JG0525.an estimated accuracy of +/- 6 seconds.
 JG0525
 JG0525.The orthometric height was determined by differential leveling
 JG0525.and adjusted by the National Geodetic Survey in June 1991..
 JG0525
 JG0525.The geoid height was determined by GEOID03.
 JG0525
 JG0525.The dynamic height is computed by dividing the NAVD 88
 JG0525.geopotential number by the normal gravity value computed on the
 JG0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0525.degrees latitude (g = 980.6199 gals.).
 JG0525
 JG0525.The modeled gravity was interpolated from observed gravity values.
 JG0525
 JG0525;                    North         East    Units  Estimated Accuracy
 JG0525;SPC KS S     -   614,350.      300,780.      MT  (+/- 180 meters Scaled)
 JG0525
 JG0525                          SUPERSEDED SURVEY CONTROL
 JG0525
 JG0525  NGVD 29 (??/??/92)  679.625  (m)         2229.74   (f) ADJ UNCH    2 0
 JG0525
 JG0525.Superseded values are not recommended for survey control.
 JG0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0525.See file dsdata.txt to determine how the superseded data were derived.
 JG0525
 JG0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH443717(NAD 83)
 JG0525_MARKER: DB = BENCH MARK DISK
 JG0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0525_STAMPING: L 268 1940
 JG0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0525+STABILITY: SURFACE MOTION
 JG0525
 JG0525  HISTORY     - Date     Condition        Report By
 JG0525  HISTORY     - 1940     MONUMENTED       CGS
 JG0525  HISTORY     - 1964     MARK NOT FOUND   USGS
 JG0525
 JG0525                          STATION DESCRIPTION
 JG0525
 JG0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0525'3.8 MI W FROM MC CRACKEN.
 JG0525'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JG0525'RAILROAD.  8.5 POLES WEST OF MILEPOST NO. 609.  1.5 POLES EAST
 JG0525'OF TELEGRAPH POLE NO. 609/10.  48 FEET SOUTH OF THE CENTER
 JG0525'LINE OF THE TRACK.  4.0 FEET NORTH OF A WIRE FENCE.  3.0 FEET
 JG0525'WEST OF A 4 X 4 INCH WHITE POST PROJECTING 18 INCHES.  MONUMENT
 JG0525'PROJECTS 6 INCHES.
 JG0525
 JG0525                          STATION RECOVERY (1964)
 JG0525
 JG0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JG0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0488 ***********************************************************************
 JG0488  DESIGNATION -  L 27
 JG0488  PID         -  JG0488
 JG0488  STATE/COUNTY-  KS/HODGEMAN
 JG0488  USGS QUAD   -  JETMORE NW (1970)
 JG0488
 JG0488                         *CURRENT SURVEY CONTROL
 JG0488  ___________________________________________________________________
 JG0488* NAD 83(1986)-  38 12 16.     (N)    099 53 51.     (W)     SCALED    
 JG0488* NAVD 88     -       733.503  (meters)    2406.50   (feet)  ADJUSTED  
 JG0488  ___________________________________________________________________
 JG0488  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0488  DYNAMIC HT  -         732.899 (meters)    2404.52  (feet)  COMP
 JG0488  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 JG0488
 JG0488  VERT ORDER  -  SECOND    CLASS 0
 JG0488
 JG0488.The horizontal coordinates were scaled from a topographic map and have
 JG0488.an estimated accuracy of +/- 6 seconds.
 JG0488
 JG0488.The orthometric height was determined by differential leveling
 JG0488.and adjusted by the National Geodetic Survey in June 1991..
 JG0488
 JG0488.The geoid height was determined by GEOID03.
 JG0488
 JG0488.The dynamic height is computed by dividing the NAVD 88
 JG0488.geopotential number by the normal gravity value computed on the
 JG0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0488.degrees latitude (g = 980.6199 gals.).
 JG0488
 JG0488.The modeled gravity was interpolated from observed gravity values.
 JG0488
 JG0488;                    North         East    Units  Estimated Accuracy
 JG0488;SPC KS S     -   571,590.      277,610.      MT  (+/- 180 meters Scaled)
 JG0488
 JG0488                          SUPERSEDED SURVEY CONTROL
 JG0488
 JG0488  NGVD 29 (??/??/92)  733.235  (m)         2405.62   (f) ADJ UNCH    2 0
 JG0488
 JG0488.Superseded values are not recommended for survey control.
 JG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0488.See file dsdata.txt to determine how the superseded data were derived.
 JG0488
 JG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH214288(NAD 83)
 JG0488_MARKER: DB = BENCH MARK DISK
 JG0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0488+STABILITY: SURFACE MOTION
 JG0488
 JG0488  HISTORY     - Date     Condition        Report By
 JG0488  HISTORY     - UNK      MONUMENTED       CGS
 JG0488  HISTORY     - 1934     GOOD             NGS
 JG0488  HISTORY     - 1938     GOOD             NGS
 JG0488
 JG0488                          STATION DESCRIPTION
 JG0488
 JG0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0488'8.4 MI N FROM JETMORE.
 JG0488'8.4 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF
 JG0488'STATE HIGHWAY NO. 21.  IN THE S.W. CORNER OF SECTION 19 R 23 W
 JG0488'T 21 S.  88 FT. EAST OF THE CENTER LINE OF HIGHWAY.  20 FT.
 JG0488'NORTH OF THE CENTER OF SECTION LINE ROAD.  NOTE-- HWY 21 IS
 JG0488'NOW U.S. 283.
 JG0488
 JG0488                          STATION RECOVERY (1938)
 JG0488
 JG0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JG0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0267 ***********************************************************************
 JH0267  DESIGNATION -  L 271
 JH0267  PID         -  JH0267
 JH0267  STATE/COUNTY-  KS/WICHITA
 JH0267  USGS QUAD   -  LEOTI (1970)
 JH0267
 JH0267                         *CURRENT SURVEY CONTROL
 JH0267  ___________________________________________________________________
 JH0267* NAD 83(1986)-  38 29 09.     (N)    101 20 57.     (W)     SCALED    
 JH0267* NAVD 88     -      1005.864  (meters)    3300.07   (feet)  ADJUSTED  
 JH0267  ___________________________________________________________________
 JH0267  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 JH0267  DYNAMIC HT  -        1004.999 (meters)    3297.23  (feet)  COMP
 JH0267  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 JH0267
 JH0267  VERT ORDER  -  SECOND    CLASS 0
 JH0267
 JH0267.The horizontal coordinates were scaled from a topographic map and have
 JH0267.an estimated accuracy of +/- 6 seconds.
 JH0267
 JH0267.The orthometric height was determined by differential leveling
 JH0267.and adjusted by the National Geodetic Survey in June 1991..
 JH0267
 JH0267.The geoid height was determined by GEOID03.
 JH0267
 JH0267.The dynamic height is computed by dividing the NAVD 88
 JH0267.geopotential number by the normal gravity value computed on the
 JH0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0267.degrees latitude (g = 980.6199 gals.).
 JH0267
 JH0267.The modeled gravity was interpolated from observed gravity values.
 JH0267
 JH0267;                    North         East    Units  Estimated Accuracy
 JH0267;SPC KS S     -   605,700.      151,450.      MT  (+/- 180 meters Scaled)
 JH0267
 JH0267                          SUPERSEDED SURVEY CONTROL
 JH0267
 JH0267  NGVD 29 (??/??/92) 1005.498  (m)         3298.87   (f) ADJ UNCH    2 0
 JH0267
 JH0267.Superseded values are not recommended for survey control.
 JH0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0267.See file dsdata.txt to determine how the superseded data were derived.
 JH0267
 JH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH951623(NAD 83)
 JH0267_MARKER: DB = BENCH MARK DISK
 JH0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0267_STAMPING: L 271 1940
 JH0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0267+STABILITY: SURFACE MOTION
 JH0267
 JH0267  HISTORY     - Date     Condition        Report By
 JH0267  HISTORY     - 1940     MONUMENTED       CGS
 JH0267
 JH0267                          STATION DESCRIPTION
 JH0267
 JH0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0267'0.8 MI NE FROM LEOTI.
 JH0267'0.8 MILES NORTHEAST OF THE COURT HOUSE IN LEOTI BENCH MARK IS
 JH0267'ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, AT A
 JH0267'GRADE CROSSING, 3.5 FEET WEST OF THE FOURTH POLE WEST OF MILEPOST
 JH0267'NO. 706-20, 54 FEET NORTHEAST OF CENTER OF THE CROSSING, 40.5
 JH0267'FEET NORTH OF CENTER LINE OF THE TRACK, 37 FEET EAST OF CENTER
 JH0267'LINE OF THE ROAD CROSSING THE TRACK, 25 FEET SOUTH OF CENTER
 JH0267'LINE OF ROAD PARALLELING THE TRACK, 2.5 FEET EAST OF A 4 X 4
 JH0267'INCH WOODEN WITNESS POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 JH0267'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0348 ***********************************************************************
 KH0348  DESIGNATION -  L 272
 KH0348  PID         -  KH0348
 KH0348  STATE/COUNTY-  KS/LOGAN
 KH0348  USGS QUAD   -  WINONA (1972)
 KH0348
 KH0348                         *CURRENT SURVEY CONTROL
 KH0348  ___________________________________________________________________
 KH0348* NAD 83(1986)-  39 05 09.     (N)    101 10 04.     (W)     SCALED    
 KH0348* NAVD 88     -       982.660  (meters)    3223.94   (feet)  ADJUSTED  
 KH0348  ___________________________________________________________________
 KH0348  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 KH0348  DYNAMIC HT  -         981.855 (meters)    3221.30  (feet)  COMP
 KH0348  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 KH0348
 KH0348  VERT ORDER  -  FIRST     CLASS II
 KH0348
 KH0348.The horizontal coordinates were scaled from a topographic map and have
 KH0348.an estimated accuracy of +/- 6 seconds.
 KH0348
 KH0348.The orthometric height was determined by differential leveling
 KH0348.and adjusted by the National Geodetic Survey in June 1991..
 KH0348
 KH0348.The geoid height was determined by GEOID03.
 KH0348
 KH0348.The dynamic height is computed by dividing the NAVD 88
 KH0348.geopotential number by the normal gravity value computed on the
 KH0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0348.degrees latitude (g = 980.6199 gals.).
 KH0348
 KH0348.The modeled gravity was interpolated from observed gravity values.
 KH0348
 KH0348;                    North         East    Units  Estimated Accuracy
 KH0348;SPC KS N     -    88,330.      125,990.      MT  (+/- 180 meters Scaled)
 KH0348
 KH0348                          SUPERSEDED SURVEY CONTROL
 KH0348
 KH0348  NGVD 29 (??/??/92)  982.285  (m)         3222.71   (f) ADJ UNCH    1 2
 KH0348
 KH0348.Superseded values are not recommended for survey control.
 KH0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0348.See file dsdata.txt to determine how the superseded data were derived.
 KH0348
 KH0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ125285(NAD 83)
 KH0348_MARKER: DB = BENCH MARK DISK
 KH0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0348_STAMPING: L 272 1940
 KH0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0348+STABILITY: SURFACE MOTION
 KH0348
 KH0348  HISTORY     - Date     Condition        Report By
 KH0348  HISTORY     - 1940     MONUMENTED       CGS
 KH0348  HISTORY     - 1952     GOOD             NGS
 KH0348  HISTORY     - 1971     MARK NOT FOUND   USGS
 KH0348
 KH0348                          STATION DESCRIPTION
 KH0348
 KH0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0348'1 MI SW FROM PAGE CITY.
 KH0348'0.95 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0348'STATION AT PAGE CITY, 0.15 MILE SOUTHWEST OF A ROAD CROSSING,
 KH0348'2 POLES WEST OF SIGNAL BOX 3864, 41.8 FEET SOUTH OF A TELEPHONE
 KH0348'POLE, 39.6 FEET NORTH OF THE NORTH RAIL, 1 FOOT EAST OF A
 KH0348'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1
 KH0348'FOOT BELOW THE TOP OF THE GROUND.
 KH0348
 KH0348                          STATION RECOVERY (1971)
 KH0348
 KH0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KH0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0361 ***********************************************************************
 HH0361  DESIGNATION -  L 273
 HH0361  PID         -  HH0361
 HH0361  STATE/COUNTY-  KS/HASKELL
 HH0361  USGS QUAD   -  RYUS (1975)
 HH0361
 HH0361                         *CURRENT SURVEY CONTROL
 HH0361  ___________________________________________________________________
 HH0361* NAD 83(1986)-  37 26 39.     (N)    101 00 15.     (W)     SCALED    
 HH0361* NAVD 88     -       905.017  (meters)    2969.21   (feet)  ADJUSTED  
 HH0361  ___________________________________________________________________
 HH0361  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HH0361  DYNAMIC HT  -         904.160 (meters)    2966.40  (feet)  COMP
 HH0361  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 HH0361
 HH0361  VERT ORDER  -  SECOND    CLASS 0
 HH0361
 HH0361.The horizontal coordinates were scaled from a topographic map and have
 HH0361.an estimated accuracy of +/- 6 seconds.
 HH0361
 HH0361.The orthometric height was determined by differential leveling
 HH0361.and adjusted by the National Geodetic Survey in June 1991..
 HH0361
 HH0361.The geoid height was determined by GEOID03.
 HH0361
 HH0361.The dynamic height is computed by dividing the NAVD 88
 HH0361.geopotential number by the normal gravity value computed on the
 HH0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0361.degrees latitude (g = 980.6199 gals.).
 HH0361
 HH0361.The modeled gravity was interpolated from observed gravity values.
 HH0361
 HH0361;                    North         East    Units  Estimated Accuracy
 HH0361;SPC KS S     -   489,270.      178,440.      MT  (+/- 180 meters Scaled)
 HH0361
 HH0361                          SUPERSEDED SURVEY CONTROL
 HH0361
 HH0361  NGVD 29 (??/??/92)  904.640  (m)         2967.97   (f) ADJ UNCH    2 0
 HH0361
 HH0361.Superseded values are not recommended for survey control.
 HH0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0361.See file dsdata.txt to determine how the superseded data were derived.
 HH0361
 HH0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG227460(NAD 83)
 HH0361_MARKER: DB = BENCH MARK DISK
 HH0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0361_STAMPING: L 273 1940
 HH0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0361+STABILITY: SURFACE MOTION
 HH0361
 HH0361  HISTORY     - Date     Condition        Report By
 HH0361  HISTORY     - 1940     MONUMENTED       CGS
 HH0361
 HH0361                          STATION DESCRIPTION
 HH0361
 HH0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0361'1 MI NW FROM SATANTA.
 HH0361'1.0 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0361'RAILWAY FROM THE STATION AT SATANTA, HASKELL COUNTY, 11 FEET
 HH0361'SOUTHEAST OF THE SEVENTH POLE SOUTHEAST OF MILEPOST 1, 37 FEET
 HH0361'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 13 FEET NORTHEAST OF
 HH0361'THE RIGHT-OF-WAY FENCE, AND 3.3 FEET NORTHWEST OF A WHITE WOODEN
 HH0361'WITNESS POST.  A STANDARD DISK, STAMPED L 273 1940 AND SET IN
 HH0361'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0947 ***********************************************************************
 JE0947  DESIGNATION -  L 276
 JE0947  PID         -  JE0947
 JE0947  STATE/COUNTY-  KS/DOUGLAS
 JE0947  USGS QUAD   -  BALDWIN CITY (1978)
 JE0947
 JE0947                         *CURRENT SURVEY CONTROL
 JE0947  ___________________________________________________________________
 JE0947* NAD 83(1986)-  38 47 49.     (N)    095 12 40.     (W)     SCALED    
 JE0947* NAVD 88     -       320.335  (meters)    1050.97   (feet)  ADJUSTED  
 JE0947  ___________________________________________________________________
 JE0947  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE0947  DYNAMIC HT  -         320.118 (meters)    1050.25  (feet)  COMP
 JE0947  MODELED GRAV-     979,943.2   (mgal)                       NAVD 88
 JE0947
 JE0947  VERT ORDER  -  SECOND    CLASS 0
 JE0947
 JE0947.The horizontal coordinates were scaled from a topographic map and have
 JE0947.an estimated accuracy of +/- 6 seconds.
 JE0947
 JE0947.The orthometric height was determined by differential leveling
 JE0947.and adjusted by the National Geodetic Survey in June 1991..
 JE0947
 JE0947.The geoid height was determined by GEOID03.
 JE0947
 JE0947.The dynamic height is computed by dividing the NAVD 88
 JE0947.geopotential number by the normal gravity value computed on the
 JE0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0947.degrees latitude (g = 980.6199 gals.).
 JE0947
 JE0947.The modeled gravity was interpolated from observed gravity values.
 JE0947
 JE0947;                    North         East    Units  Estimated Accuracy
 JE0947;SPC KS N     -    55,200.      642,240.      MT  (+/- 180 meters Scaled)
 JE0947
 JE0947                          SUPERSEDED SURVEY CONTROL
 JE0947
 JE0947  NGVD 29 (??/??/92)  320.223  (m)         1050.60   (f) ADJ UNCH    2 0
 JE0947
 JE0947.Superseded values are not recommended for survey control.
 JE0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0947.See file dsdata.txt to determine how the superseded data were derived.
 JE0947
 JE0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC079965(NAD 83)
 JE0947_MARKER: DB = BENCH MARK DISK
 JE0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0947_STAMPING: L 276 1945
 JE0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0947+STABILITY: SURFACE MOTION
 JE0947
 JE0947  HISTORY     - Date     Condition        Report By
 JE0947  HISTORY     - 1945     MONUMENTED       CGS
 JE0947  HISTORY     - 1950     GOOD             NGS
 JE0947  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0947
 JE0947                          STATION DESCRIPTION
 JE0947
 JE0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0947'1.8 MI N FROM BALDWIN.
 JE0947'ABOUT 1.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA
 JE0947'FE RAILROAD FROM THE STATION AT BALDWIN, AT A ROAD CROSSING, 28.5
 JE0947'FEET EAST OF AND ABOUT 1.0 FOOT LOWER THAN THE CENTER LINE OF
 JE0947'THE TRACKS, 32.5 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 JE0947'6.0 FEET NORTH OF A TELEGRAPH POLE AND IN LINE WITH A ROW OF POLES
 JE0947'EAST OF THE TRACKS, 18.0 FEET WEST OF THE RIGHT OF WAY FENCE AND
 JE0947'1.0 FOOT SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED
 JE0947'L 276 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 JE0947'ABOVE GROUND.
 JE0947
 JE0947                          STATION RECOVERY (1950)
 JE0947
 JE0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0947'RECOVERED IN GOOD CONDITION.
 JE0947
 JE0947                          STATION RECOVERY (2005)
 JE0947
 JE0947'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0947'THE RAILROAD TRACK HAS BEEN REMOVED ALONG WITH THE REFERENCES
 JE0947'MENTIONED IN THE 1945 DESCRIPTION.  THE SURROUNDING AREA HAS BEEN
 JE0947'RECONTOURED TO SUPPORT AGRICULTURE USES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1088 ***********************************************************************
 JE1088  DESIGNATION -  L 277
 JE1088  PID         -  JE1088
 JE1088  STATE/COUNTY-  KS/ANDERSON
 JE1088  USGS QUAD   -  KINCAID (1983)
 JE1088
 JE1088                         *CURRENT SURVEY CONTROL
 JE1088  ___________________________________________________________________
 JE1088* NAD 83(1986)-  38 04 40.     (N)    095 13 29.     (W)     SCALED    
 JE1088* NAVD 88     -       340.352  (meters)    1116.64   (feet)  ADJUSTED  
 JE1088  ___________________________________________________________________
 JE1088  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JE1088  DYNAMIC HT  -         340.094 (meters)    1115.79  (feet)  COMP
 JE1088  MODELED GRAV-     979,864.2   (mgal)                       NAVD 88
 JE1088
 JE1088  VERT ORDER  -  SECOND    CLASS 0
 JE1088
 JE1088.The horizontal coordinates were scaled from a topographic map and have
 JE1088.an estimated accuracy of +/- 6 seconds.
 JE1088
 JE1088.The orthometric height was determined by differential leveling
 JE1088.and adjusted by the National Geodetic Survey in June 1991..
 JE1088
 JE1088.The geoid height was determined by GEOID03.
 JE1088
 JE1088.The dynamic height is computed by dividing the NAVD 88
 JE1088.geopotential number by the normal gravity value computed on the
 JE1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1088.degrees latitude (g = 980.6199 gals.).
 JE1088
 JE1088.The modeled gravity was interpolated from observed gravity values.
 JE1088
 JE1088;                    North         East    Units  Estimated Accuracy
 JE1088;SPC KS S     -   561,660.      687,300.      MT  (+/- 180 meters Scaled)
 JE1088
 JE1088                          SUPERSEDED SURVEY CONTROL
 JE1088
 JE1088  NGVD 29 (??/??/92)  340.195  (m)         1116.12   (f) ADJ UNCH    2 0
 JE1088
 JE1088.Superseded values are not recommended for survey control.
 JE1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1088.See file dsdata.txt to determine how the superseded data were derived.
 JE1088
 JE1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC048167(NAD 83)
 JE1088_MARKER: DB = BENCH MARK DISK
 JE1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1088_STAMPING: L 277 1945
 JE1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1088+STABILITY: SURFACE MOTION
 JE1088
 JE1088  HISTORY     - Date     Condition        Report By
 JE1088  HISTORY     - 1945     MONUMENTED       CGS
 JE1088  HISTORY     - 1951     GOOD             NGS
 JE1088
 JE1088                          STATION DESCRIPTION
 JE1088
 JE1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1088'1.1 MI E FROM LONE ELM.
 JE1088'1.1 MILES EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC
 JE1088'RAILROAD FROM THE LONE ELM LUMBER CO. AND HARDWARE STORE AT
 JE1088'LONE ELM, ANDERSON COUNTY, AT THE CROSSING OF A NORTH-AND-SOUTH
 JE1088'DIRT ROAD, 49.5 FEET NORTH OF THE CENTER LINE OF THE OLD ROADBED,
 JE1088'32 FEET EAST OF THE CENTER LINE OF THE ROAD, 8 FEET EAST OF
 JE1088'A FENCE CORNER, 1 FOOT SOUTH OF THE FENCE, 1 FOOT WEST OF
 JE1088'A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN
 JE1088'THE ROAD.  A STANDARD DISK, STAMPED L 277 1945 AND SET IN THE
 JE1088'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 JE1088
 JE1088                          STATION RECOVERY (1951)
 JE1088
 JE1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1105 ***********************************************************************
 JE1105  DESIGNATION -  L 278
 JE1105  PID         -  JE1105
 JE1105  STATE/COUNTY-  KS/MIAMI
 JE1105  USGS QUAD   -  LANE (1983)
 JE1105
 JE1105                         *CURRENT SURVEY CONTROL
 JE1105  ___________________________________________________________________
 JE1105* NAD 83(1986)-  38 26 13.     (N)    095 00 08.     (W)     SCALED    
 JE1105* NAVD 88     -       318.216  (meters)    1044.01   (feet)  ADJUSTED  
 JE1105  ___________________________________________________________________
 JE1105  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JE1105  DYNAMIC HT  -         317.988 (meters)    1043.27  (feet)  COMP
 JE1105  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 JE1105
 JE1105  VERT ORDER  -  SECOND    CLASS 0
 JE1105
 JE1105.The horizontal coordinates were scaled from a topographic map and have
 JE1105.an estimated accuracy of +/- 6 seconds.
 JE1105
 JE1105.The orthometric height was determined by differential leveling
 JE1105.and adjusted by the National Geodetic Survey in June 1991..
 JE1105
 JE1105.The geoid height was determined by GEOID03.
 JE1105
 JE1105.The dynamic height is computed by dividing the NAVD 88
 JE1105.geopotential number by the normal gravity value computed on the
 JE1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1105.degrees latitude (g = 980.6199 gals.).
 JE1105
 JE1105.The modeled gravity was interpolated from observed gravity values.
 JE1105
 JE1105;                    North         East    Units  Estimated Accuracy
 JE1105;SPC KS S     -   602,210.      705,310.      MT  (+/- 180 meters Scaled)
 JE1105
 JE1105                          SUPERSEDED SURVEY CONTROL
 JE1105
 JE1105  NGVD 29 (??/??/92)  318.079  (m)         1043.56   (f) ADJ UNCH    2 0
 JE1105
 JE1105.Superseded values are not recommended for survey control.
 JE1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1105.See file dsdata.txt to determine how the superseded data were derived.
 JE1105
 JE1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC252561(NAD 83)
 JE1105_MARKER: DB = BENCH MARK DISK
 JE1105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1105_SP_SET: CULVERT
 JE1105_STAMPING: L 278 1946
 JE1105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1105
 JE1105  HISTORY     - Date     Condition        Report By
 JE1105  HISTORY     - 1946     MONUMENTED       CGS
 JE1105  HISTORY     - 1950     GOOD             NGS
 JE1105
 JE1105                          STATION DESCRIPTION
 JE1105
 JE1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JE1105'5.9 MI SW FROM OSAWATOMIE.
 JE1105'ALONG U.S. HIGHWAY NO. 169, 5.9 MILES SOUTHWEST OF THE MISSOURI
 JE1105'PACIFIC RAILROAD IN OSAWATOMIE, IN THE NORTHWEST HEADWALL
 JE1105'OF A CONCRETE CULVERT, 42 FEET NORTHWEST OF THE CENTER OF THE
 JE1105'HIGHWAY, 10 INCHES SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 JE1105
 JE1105                          STATION RECOVERY (1950)
 JE1105
 JE1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0566 ***********************************************************************
 JF0566  DESIGNATION -  L 279
 JF0566  PID         -  JF0566
 JF0566  STATE/COUNTY-  KS/DICKINSON
 JF0566  USGS QUAD   -  ABILENE (1979)
 JF0566
 JF0566                         *CURRENT SURVEY CONTROL
 JF0566  ___________________________________________________________________
 JF0566* NAD 83(1986)-  38 55 03.     (N)    097 13 57.     (W)     SCALED    
 JF0566* NAVD 88     -       351.917  (meters)    1154.58   (feet)  ADJUSTED  
 JF0566  ___________________________________________________________________
 JF0566  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 JF0566  DYNAMIC HT  -         351.676 (meters)    1153.79  (feet)  COMP
 JF0566  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 JF0566
 JF0566  VERT ORDER  -  FIRST     CLASS II
 JF0566
 JF0566.The horizontal coordinates were scaled from a topographic map and have
 JF0566.an estimated accuracy of +/- 6 seconds.
 JF0566
 JF0566.The orthometric height was determined by differential leveling
 JF0566.and adjusted by the National Geodetic Survey in June 1991..
 JF0566.WARNING-Repeat measurements at this control monument indicate possible
 JF0566.vertical movement.
 JF0566
 JF0566.The geoid height was determined by GEOID03.
 JF0566
 JF0566.The dynamic height is computed by dividing the NAVD 88
 JF0566.geopotential number by the normal gravity value computed on the
 JF0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0566.degrees latitude (g = 980.6199 gals.).
 JF0566
 JF0566.The modeled gravity was interpolated from observed gravity values.
 JF0566
 JF0566;                    North         East    Units  Estimated Accuracy
 JF0566;SPC KS N     -    65,130.      466,560.      MT  (+/- 180 meters Scaled)
 JF0566
 JF0566                          SUPERSEDED SURVEY CONTROL
 JF0566
 JF0566  NGVD 29 (??/??/92)  351.816  (m)         1154.25   (f) ADJ UNCH    1 2
 JF0566
 JF0566.Superseded values are not recommended for survey control.
 JF0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0566.See file dsdata.txt to determine how the superseded data were derived.
 JF0566
 JF0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ532091(NAD 83)
 JF0566_MARKER: DB = BENCH MARK DISK
 JF0566_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0566_SP_SET: HEADWALL
 JF0566_STAMPING: L 279 1947
 JF0566_MARK LOGO: CGS   
 JF0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0566+STABILITY: SURFACE MOTION
 JF0566
 JF0566  HISTORY     - Date     Condition        Report By
 JF0566  HISTORY     - 1947     MONUMENTED       CGS
 JF0566  HISTORY     - 1970     GOOD             NGS
 JF0566  HISTORY     - 1986     GOOD             NGS
 JF0566
 JF0566                          STATION DESCRIPTION
 JF0566
 JF0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0566'AT ABILENE.
 JF0566'AT ABILENE, 48.7 FEET NORTHWEST OF THE CENTER OF THE CROSSING
 JF0566'OF THE ATCHISON, TOPEKA AND SANTE FE RAILWAY AND NORTHWEST 3RD
 JF0566'STREET, IN THE NORTHEAST CORNER OF THE INTERSECTION OF NORTHWEST
 JF0566'3RD STREET AND WASHINGTON AVENUE, 23.5 FEET WEST OF THE WEST RAIL,
 JF0566'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF
 JF0566'A 10- FOOT CONCRETE BOX CULVERT UNDER NORTHWEST 3RD STREET, 29
 JF0566'FEET EAST OF THE CENTER LINE OF WASHINGTON STREET, 20.3 FEET
 JF0566'NORTH OF THE NORTH CURB OF NORTHWEST 3RD STREET, AND ABOUT 1/2
 JF0566'FOOT ABOVE THE LEVEL OF THE STREETS.  SEC 17, T 13 S, R 2 E
 JF0566
 JF0566                          STATION RECOVERY (1986)
 JF0566
 JF0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0507 ***********************************************************************
 JG0507  DESIGNATION -  L 28
 JG0507  PID         -  JG0507
 JG0507  STATE/COUNTY-  KS/HODGEMAN
 JG0507  USGS QUAD   -  HANSTON (1970)
 JG0507
 JG0507                         *CURRENT SURVEY CONTROL
 JG0507  ___________________________________________________________________
 JG0507* NAD 83(1986)-  38 06 08.     (N)    099 44 20.     (W)     SCALED    
 JG0507* NAVD 88     -       671.672  (meters)    2203.64   (feet)  ADJUSTED  
 JG0507  ___________________________________________________________________
 JG0507  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0507  DYNAMIC HT  -         671.120 (meters)    2201.83  (feet)  COMP
 JG0507  MODELED GRAV-     979,784.8   (mgal)                       NAVD 88
 JG0507
 JG0507  VERT ORDER  -  SECOND    CLASS 0
 JG0507
 JG0507.The horizontal coordinates were scaled from a topographic map and have
 JG0507.an estimated accuracy of +/- 6 seconds.
 JG0507
 JG0507.The orthometric height was determined by differential leveling
 JG0507.and adjusted by the National Geodetic Survey in June 1991..
 JG0507
 JG0507.The geoid height was determined by GEOID03.
 JG0507
 JG0507.The dynamic height is computed by dividing the NAVD 88
 JG0507.geopotential number by the normal gravity value computed on the
 JG0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0507.degrees latitude (g = 980.6199 gals.).
 JG0507
 JG0507.The modeled gravity was interpolated from observed gravity values.
 JG0507
 JG0507;                    North         East    Units  Estimated Accuracy
 JG0507;SPC KS S     -   560,050.      291,350.      MT  (+/- 180 meters Scaled)
 JG0507
 JG0507                          SUPERSEDED SURVEY CONTROL
 JG0507
 JG0507  NGVD 29 (??/??/92)  671.438  (m)         2202.88   (f) ADJ UNCH    2 0
 JG0507
 JG0507.Superseded values are not recommended for survey control.
 JG0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0507.See file dsdata.txt to determine how the superseded data were derived.
 JG0507
 JG0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH352174(NAD 83)
 JG0507_MARKER: DB = BENCH MARK DISK
 JG0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0507_STAMPING: L 28 1934
 JG0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0507+STABILITY: SURFACE MOTION
 JG0507
 JG0507  HISTORY     - Date     Condition        Report By
 JG0507  HISTORY     - 1934     MONUMENTED       CGS
 JG0507
 JG0507                          STATION DESCRIPTION
 JG0507
 JG0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0507'2.2 MI W FROM HANSTON.
 JG0507'2.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0507'FROM HANSTON, HODGEMAN COUNTY, IN THE SOUTHEAST 1/4 SECTION
 JG0507'28, T 22 S, R 22 W, 49 FEET NORTHWEST OF THE CENTERLINE OF THE
 JG0507'TRACK, 42 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 50 N,
 JG0507'AND 18.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE
 JG0507'BOX CULVERT.  A STANDARD DISK, STAMPED L 28 1934 AND SET IN THE
 JG0507'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0180 ***********************************************************************
 KE0180  DESIGNATION -  L 280
 KE0180  PID         -  KE0180
 KE0180  STATE/COUNTY-  KS/LEAVENWORTH
 KE0180  USGS QUAD   -  LEAVENWORTH (1984)
 KE0180
 KE0180                         *CURRENT SURVEY CONTROL
 KE0180  ___________________________________________________________________
 KE0180* NAD 83(1986)-  39 18 10.     (N)    094 54 19.     (W)     SCALED    
 KE0180* NAVD 88     -       233.026  (meters)     764.52   (feet)  ADJUSTED  
 KE0180  ___________________________________________________________________
 KE0180  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KE0180  DYNAMIC HT  -         232.879 (meters)     764.04  (feet)  COMP
 KE0180  MODELED GRAV-     979,991.3   (mgal)                       NAVD 88
 KE0180
 KE0180  VERT ORDER  -  FIRST     CLASS II
 KE0180
 KE0180.The horizontal coordinates were scaled from a topographic map and have
 KE0180.an estimated accuracy of +/- 6 seconds.
 KE0180
 KE0180.The orthometric height was determined by differential leveling
 KE0180.and adjusted by the National Geodetic Survey in June 1991..
 KE0180
 KE0180.The geoid height was determined by GEOID03.
 KE0180
 KE0180.The dynamic height is computed by dividing the NAVD 88
 KE0180.geopotential number by the normal gravity value computed on the
 KE0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0180.degrees latitude (g = 980.6199 gals.).
 KE0180
 KE0180.The modeled gravity was interpolated from observed gravity values.
 KE0180
 KE0180;                    North         East    Units  Estimated Accuracy
 KE0180;SPC KS N     -   112,180.      666,880.      MT  (+/- 180 meters Scaled)
 KE0180
 KE0180                          SUPERSEDED SURVEY CONTROL
 KE0180
 KE0180  NGVD 29 (??/??/92)  232.940  (m)          764.24   (f) ADJ UNCH    1 2
 KE0180
 KE0180.Superseded values are not recommended for survey control.
 KE0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0180.See file dsdata.txt to determine how the superseded data were derived.
 KE0180
 KE0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD357521(NAD 83)
 KE0180_MARKER: DB = BENCH MARK DISK
 KE0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0180_STAMPING: L 280 1948
 KE0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0180+STABILITY: SURFACE MOTION
 KE0180
 KE0180  HISTORY     - Date     Condition        Report By
 KE0180  HISTORY     - 1948     MONUMENTED       CGS
 KE0180  HISTORY     - 1951     GOOD             NGS
 KE0180
 KE0180                          STATION DESCRIPTION
 KE0180
 KE0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0180'1 MI S FROM LEAVENWORTH.
 KE0180'1.0 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0180'CHICAGO GREAT WESTERN RAILWAY BRIDGE OVER THE MISSOURI RIVER
 KE0180'AT LEAVENWORTH, IN SOUTH LEAVENWORTH, IN THE NORTHWEST CORNER OF
 KE0180'SHIPYARD OF MISSOURI VALLEY STEEL INC., 245.0 FEET NORTH OF THE
 KE0180'CENTER LINE OF MAINGATE, 38.7 FEET EAST OF THE EAST RAIL OF
 KE0180'THE MISSOURI PACIFIC TRACK, 11.7 FEET SOUTH OF THE NORTHWEST
 KE0180'CORNER POST AND GATE POST, 5.6 FEET WEST OF THE WEST RAIL OF SIDE
 KE0180'TRACK LEADING INTO YARD, 1.7 FEET NORTH OF A REFERENCE POST,
 KE0180'1.0 FOOT EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST
 KE0180'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 KE0180
 KE0180                          STATION RECOVERY (1951)
 KE0180
 KE0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0209 ***********************************************************************
 KE0209  DESIGNATION -  L 281
 KE0209  PID         -  KE0209
 KE0209  STATE/COUNTY-  KS/WYANDOTTE
 KE0209  USGS QUAD   -  PARKVILLE (1991)
 KE0209
 KE0209                         *CURRENT SURVEY CONTROL
 KE0209  ___________________________________________________________________
 KE0209* NAD 83(1986)-  39 09 28.     (N)    094 40 17.     (W)     SCALED    
 KE0209* NAVD 88     -       230.687  (meters)     756.85   (feet)  ADJUSTED  
 KE0209  ___________________________________________________________________
 KE0209  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 KE0209  DYNAMIC HT  -         230.538 (meters)     756.36  (feet)  COMP
 KE0209  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 KE0209
 KE0209  VERT ORDER  -  FIRST     CLASS II
 KE0209
 KE0209.The horizontal coordinates were scaled from a topographic map and have
 KE0209.an estimated accuracy of +/- 6 seconds.
 KE0209
 KE0209.The orthometric height was determined by differential leveling
 KE0209.and adjusted by the National Geodetic Survey in June 1991..
 KE0209
 KE0209.The geoid height was determined by GEOID03.
 KE0209
 KE0209.The dynamic height is computed by dividing the NAVD 88
 KE0209.geopotential number by the normal gravity value computed on the
 KE0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0209.degrees latitude (g = 980.6199 gals.).
 KE0209
 KE0209.The modeled gravity was interpolated from observed gravity values.
 KE0209
 KE0209;                    North         East    Units  Estimated Accuracy
 KE0209;SPC KS N     -    96,810.      687,630.      MT  (+/- 180 meters Scaled)
 KE0209
 KE0209                          SUPERSEDED SURVEY CONTROL
 KE0209
 KE0209  NGVD 29 (??/??/92)  230.603  (m)          756.57   (f) ADJ UNCH    1 2
 KE0209
 KE0209.Superseded values are not recommended for survey control.
 KE0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0209.See file dsdata.txt to determine how the superseded data were derived.
 KE0209
 KE0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD555356(NAD 83)
 KE0209_MARKER: DB = BENCH MARK DISK
 KE0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0209_STAMPING: L 281 1948
 KE0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0209+STABILITY: SURFACE MOTION
 KE0209
 KE0209  HISTORY     - Date     Condition        Report By
 KE0209  HISTORY     - 1948     MONUMENTED       CGS
 KE0209  HISTORY     - 1951     GOOD             NGS
 KE0209
 KE0209                          STATION DESCRIPTION
 KE0209
 KE0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0209'3 MI W FROM KANSAS CITY.
 KE0209'3.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0209'SEVENTH STREET TRAFFICWAY OVERPASS OVER THE RAILROADS AT KANSAS
 KE0209'CITY, ABOUT 0.1 MILE EAST OF EDDY CREEK, SET IN YARD AT HOME
 KE0209'OF HORACE KING, ON PROPERTY LINE SOUTH OF HOUSE, 33.7 FEET
 KE0209'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 181.0 FEET SOUTH OF
 KE0209'THE SOUTH RAIL OF THE MISSOURI PACIFIC TRACK, 3.5 FEET EAST OF
 KE0209'A POWER POLE, 1.4 FEET WEST OF A REFERENCE POST, AND SET IN THE
 KE0209'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0209'NOTE-- MARK IS NOW FLUSH WITH THE GROUND.
 KE0209
 KE0209                          STATION RECOVERY (1951)
 KE0209
 KE0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0221 ***********************************************************************
 KE0221  DESIGNATION -  L 282
 KE0221  PID         -  KE0221
 KE0221  STATE/COUNTY-  KS/WYANDOTTE
 KE0221  USGS QUAD   -  PARKVILLE (1991)
 KE0221
 KE0221                         *CURRENT SURVEY CONTROL
 KE0221  ___________________________________________________________________
 KE0221* NAD 83(1986)-  39 07 55.     (N)    094 37 43.     (W)     SCALED    
 KE0221* NAVD 88     -       269.070  (meters)     882.77   (feet)  ADJUSTED  
 KE0221  ___________________________________________________________________
 KE0221  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE0221  DYNAMIC HT  -         268.897 (meters)     882.21  (feet)  COMP
 KE0221  MODELED GRAV-     979,980.9   (mgal)                       NAVD 88
 KE0221
 KE0221  VERT ORDER  -  FIRST     CLASS II
 KE0221
 KE0221.The horizontal coordinates were scaled from a topographic map and have
 KE0221.an estimated accuracy of +/- 6 seconds.
 KE0221
 KE0221.The orthometric height was determined by differential leveling
 KE0221.and adjusted by the National Geodetic Survey in June 1991..
 KE0221
 KE0221.The geoid height was determined by GEOID03.
 KE0221
 KE0221.The dynamic height is computed by dividing the NAVD 88
 KE0221.geopotential number by the normal gravity value computed on the
 KE0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0221.degrees latitude (g = 980.6199 gals.).
 KE0221
 KE0221.The modeled gravity was interpolated from observed gravity values.
 KE0221
 KE0221;                    North         East    Units  Estimated Accuracy
 KE0221;SPC KS N     -    94,080.      691,430.      MT  (+/- 180 meters Scaled)
 KE0221
 KE0221                          SUPERSEDED SURVEY CONTROL
 KE0221
 KE0221  NGVD 29 (??/??/92)  268.988  (m)          882.50   (f) ADJ UNCH    1 2
 KE0221
 KE0221.Superseded values are not recommended for survey control.
 KE0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0221.See file dsdata.txt to determine how the superseded data were derived.
 KE0221
 KE0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD592326(NAD 83)
 KE0221_MARKER: DB = BENCH MARK DISK
 KE0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0221_STAMPING: L 282 1948
 KE0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0221+STABILITY: SURFACE MOTION
 KE0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0221+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 KE0221
 KE0221  HISTORY     - Date     Condition        Report By
 KE0221  HISTORY     - 1948     MONUMENTED       CGS
 KE0221  HISTORY     - 1951     GOOD             NGS
 KE0221  HISTORY     - 20050115 GOOD             GEOCAC
 KE0221
 KE0221                          STATION DESCRIPTION
 KE0221
 KE0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0221'AT KANSAS CITY.
 KE0221'AT KANSAS CITY, AT THE CORNER OF EIGHTH STREET AND QUINDARO
 KE0221'BOULEVARD, IN A SMALL CITY PARK, SET AT A Y IN THE SIDEWALK IN
 KE0221'THE CENTER OF THE PARK, 119.0 FEET EAST OF THE CENTER LINE OF
 KE0221'EIGHTH STREET, 95.0 FEET SOUTH OF THE CENTER LINE OF QUINDARO
 KE0221'BOULEVARD, 29.8 FEET EAST OF THE EAST WALL OF A FISH POND, 1.0
 KE0221'FOOT WEST OF JUNCTION OF EDGES OF SIDEWALKS, AND SET IN THE TOP
 KE0221'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KE0221
 KE0221                          STATION RECOVERY (1951)
 KE0221
 KE0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0221'RECOVERED IN GOOD CONDITION.
 KE0221
 KE0221                          STATION RECOVERY (2005)
 KE0221
 KE0221'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0464 ***********************************************************************
 JF0464  DESIGNATION -  L 283
 JF0464  PID         -  JF0464
 JF0464  STATE/COUNTY-  KS/DICKINSON
 JF0464  USGS QUAD   -  ABILENE (1979)
 JF0464
 JF0464                         *CURRENT SURVEY CONTROL
 JF0464  ___________________________________________________________________
 JF0464* NAD 83(1986)-  38 55 26.     (N)    097 10 01.     (W)     SCALED    
 JF0464* NAVD 88     -       346.640  (meters)    1137.27   (feet)  ADJUSTED  
 JF0464  ___________________________________________________________________
 JF0464  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 JF0464  DYNAMIC HT  -         346.399 (meters)    1136.48  (feet)  COMP
 JF0464  MODELED GRAV-     979,922.3   (mgal)                       NAVD 88
 JF0464
 JF0464  VERT ORDER  -  FIRST     CLASS II
 JF0464
 JF0464.The horizontal coordinates were scaled from a topographic map and have
 JF0464.an estimated accuracy of +/- 6 seconds.
 JF0464
 JF0464.The orthometric height was determined by differential leveling
 JF0464.and adjusted by the National Geodetic Survey in June 1991..
 JF0464
 JF0464.The geoid height was determined by GEOID03.
 JF0464
 JF0464.The dynamic height is computed by dividing the NAVD 88
 JF0464.geopotential number by the normal gravity value computed on the
 JF0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0464.degrees latitude (g = 980.6199 gals.).
 JF0464
 JF0464.The modeled gravity was interpolated from observed gravity values.
 JF0464
 JF0464;                    North         East    Units  Estimated Accuracy
 JF0464;SPC KS N     -    65,890.      472,240.      MT  (+/- 180 meters Scaled)
 JF0464
 JF0464                          SUPERSEDED SURVEY CONTROL
 JF0464
 JF0464  NGVD 29 (??/??/92)  346.531  (m)         1136.91   (f) ADJ UNCH    1 2
 JF0464
 JF0464.Superseded values are not recommended for survey control.
 JF0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0464.See file dsdata.txt to determine how the superseded data were derived.
 JF0464
 JF0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ589099(NAD 83)
 JF0464_MARKER: DB = BENCH MARK DISK
 JF0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0464_SP_SET: CONCRETE POST
 JF0464_STAMPING: L 283 1947
 JF0464_MARK LOGO: CGS   
 JF0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0464+STABILITY: SURFACE MOTION
 JF0464
 JF0464  HISTORY     - Date     Condition        Report By
 JF0464  HISTORY     - 1947     MONUMENTED       CGS
 JF0464  HISTORY     - 1968     GOOD             NGS
 JF0464  HISTORY     - 1986     GOOD             NGS
 JF0464
 JF0464                          STATION DESCRIPTION
 JF0464
 JF0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0464'2.7 MI E FROM ABILENE.
 JF0464'2.7 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 JF0464'AT ABILENE, ALSO 2.5 MILES SOUTHWEST ALONG THE UNION PACIFIC
 JF0464'RAILWAY FROM THE STATION AT DETROIT, AT A ROAD CROSSING, 69.5
 JF0464'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 45.5 FEET
 JF0464'NORTH OF THE NORTH RAIL OF THE TRACK AND 3 FEET LOWER, 16.3 FEET
 JF0464'NORTHWEST OF THE FIRST POLE WEST OF MILEPOST 161, 2.0 FEET WEST
 JF0464'OF A REFERENCE POST, 1.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 JF0464'FENCE, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.3 FOOT
 JF0464'ABOVE THE GROUND.
 JF0464
 JF0464                          STATION RECOVERY (1968)
 JF0464
 JF0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0464'RECOVERED IN GOOD CONDITION.
 JF0464
 JF0464                          STATION RECOVERY (1986)
 JF0464
 JF0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0464'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 JF0464'DELETE--ALSO 2.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 JF0464'THE STATION AT DETROIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0550 ***********************************************************************
 KF0550  DESIGNATION -  L 286
 KF0550  PID         -  KF0550
 KF0550  STATE/COUNTY-  KS/CLOUD
 KF0550  USGS QUAD   -  CONCORDIA (1980)
 KF0550
 KF0550                         *CURRENT SURVEY CONTROL
 KF0550  ___________________________________________________________________
 KF0550* NAD 83(1986)-  39 34 25.     (N)    097 39 27.     (W)     SCALED    
 KF0550* NAVD 88     -       416.744  (meters)    1367.27   (feet)  ADJUSTED  
 KF0550  ___________________________________________________________________
 KF0550  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 KF0550  DYNAMIC HT  -         416.480 (meters)    1366.40  (feet)  COMP
 KF0550  MODELED GRAV-     979,982.3   (mgal)                       NAVD 88
 KF0550
 KF0550  VERT ORDER  -  FIRST     CLASS II
 KF0550
 KF0550.The horizontal coordinates were scaled from a topographic map and have
 KF0550.an estimated accuracy of +/- 6 seconds.
 KF0550
 KF0550.The orthometric height was determined by differential leveling
 KF0550.and adjusted by the National Geodetic Survey in June 1991..
 KF0550
 KF0550.The geoid height was determined by GEOID03.
 KF0550
 KF0550.The dynamic height is computed by dividing the NAVD 88
 KF0550.geopotential number by the normal gravity value computed on the
 KF0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0550.degrees latitude (g = 980.6199 gals.).
 KF0550
 KF0550.The modeled gravity was interpolated from observed gravity values.
 KF0550
 KF0550;                    North         East    Units  Estimated Accuracy
 KF0550;SPC KS N     -   137,740.      429,430.      MT  (+/- 180 meters Scaled)
 KF0550
 KF0550                          SUPERSEDED SURVEY CONTROL
 KF0550
 KF0550  NGVD 29 (??/??/92)  416.596  (m)         1366.78   (f) ADJ UNCH    1 2
 KF0550
 KF0550.Superseded values are not recommended for survey control.
 KF0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0550.See file dsdata.txt to determine how the superseded data were derived.
 KF0550
 KF0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ153812(NAD 83)
 KF0550_MARKER: DB = BENCH MARK DISK
 KF0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0550_SP_SET: PILLAR
 KF0550_STAMPING: L 286 1947
 KF0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0550
 KF0550  HISTORY     - Date     Condition        Report By
 KF0550  HISTORY     - 1947     MONUMENTED       CGS
 KF0550  HISTORY     - 1979     GOOD             KSDT
 KF0550  HISTORY     - 20050809 MARK NOT FOUND   GEOCAC
 KF0550
 KF0550                          STATION DESCRIPTION
 KF0550
 KF0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0550'AT CONCORDIA.
 KF0550'AT CONCORDIA, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 KF0550'SET IN THE 5TH ROW OF CONCRETE PILLARS NORTH OF THE SOUTH END
 KF0550'OF U.S. HIGHWAY NO. 81 OVERPASS, IN THE NORTH FACE OF THE MOST
 KF0550'WESTERLY OF TWO PILLARS, 2.8 FEET ABOVE THE GROUND, SET VERTICALLY
 KF0550'IN CONCRETE PILLAR.
 KF0550
 KF0550                          STATION RECOVERY (1979)
 KF0550
 KF0550'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1979
 KF0550'RECOVERED IN GOOD CONDITION.
 KF0550
 KF0550                          STATION RECOVERY (2005)
 KF0550
 KF0550'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0550'THE OVERPASS APPEARS TO HAVE BEEN REBUILT AFTER THE LAST RECOVERY
 KF0550'REPORT IN 1979.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0503 ***********************************************************************
 KF0503  DESIGNATION -  L 287
 KF0503  PID         -  KF0503
 KF0503  STATE/COUNTY-  KS/CLOUD
 KF0503  USGS QUAD   -  AURORA (1965)
 KF0503
 KF0503                         *CURRENT SURVEY CONTROL
 KF0503  ___________________________________________________________________
 KF0503* NAD 83(1986)-  39 24 31.     (N)    097 30 20.     (W)     SCALED    
 KF0503* NAVD 88     -       478.520  (meters)    1569.94   (feet)  ADJUSTED  
 KF0503  ___________________________________________________________________
 KF0503  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 KF0503  DYNAMIC HT  -         478.224 (meters)    1568.97  (feet)  COMP
 KF0503  MODELED GRAV-     979,992.6   (mgal)                       NAVD 88
 KF0503
 KF0503  VERT ORDER  -  FIRST     CLASS II
 KF0503
 KF0503.The horizontal coordinates were scaled from a topographic map and have
 KF0503.an estimated accuracy of +/- 6 seconds.
 KF0503
 KF0503.The orthometric height was determined by differential leveling
 KF0503.and adjusted by the National Geodetic Survey in June 1991..
 KF0503
 KF0503.The geoid height was determined by GEOID03.
 KF0503
 KF0503.The dynamic height is computed by dividing the NAVD 88
 KF0503.geopotential number by the normal gravity value computed on the
 KF0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0503.degrees latitude (g = 980.6199 gals.).
 KF0503
 KF0503.The modeled gravity was interpolated from observed gravity values.
 KF0503
 KF0503;                    North         East    Units  Estimated Accuracy
 KF0503;SPC KS N     -   119,490.      442,580.      MT  (+/- 180 meters Scaled)
 KF0503
 KF0503                          SUPERSEDED SURVEY CONTROL
 KF0503
 KF0503  NGVD 29 (??/??/92)  478.391  (m)         1569.52   (f) ADJ UNCH    1 2
 KF0503
 KF0503.Superseded values are not recommended for survey control.
 KF0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0503.See file dsdata.txt to determine how the superseded data were derived.
 KF0503
 KF0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ286631(NAD 83)
 KF0503_MARKER: DB = BENCH MARK DISK
 KF0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0503_STAMPING: L 287 1947
 KF0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0503+STABILITY: SURFACE MOTION
 KF0503
 KF0503  HISTORY     - Date     Condition        Report By
 KF0503  HISTORY     - 1947     MONUMENTED       CGS
 KF0503
 KF0503                          STATION DESCRIPTION
 KF0503
 KF0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0503'3.4 MI SE FROM AURORA.
 KF0503'3.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0503'RAILROAD FROM THE STATION AT AURORA, 0.3 MILE SOUTH OF MILEPOST
 KF0503'99, AT A ROAD CROSSING, 96.0 FEET EAST OF THE EAST RAIL OF THE
 KF0503'TRACK, 69.0 FEET NORTH OF THE CENTER LINE OF THE ROAD, 38.8
 KF0503'FEET NORTH OF A CORNER FENCE POST, 1.9 FEET WEST OF A FENCE, 1.7
 KF0503'FEET SOUTH OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KF0503'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0595 ***********************************************************************
 KF0595  DESIGNATION -  L 288
 KF0595  PID         -  KF0595
 KF0595  STATE/COUNTY-  KS/JEWELL
 KF0595  USGS QUAD   -  COURTLAND (1969)
 KF0595
 KF0595                         *CURRENT SURVEY CONTROL
 KF0595  ___________________________________________________________________
 KF0595* NAD 83(1986)-  39 52 25.     (N)    097 59 36.     (W)     SCALED    
 KF0595* NAVD 88     -       469.157  (meters)    1539.23   (feet)  ADJUSTED  
 KF0595  ___________________________________________________________________
 KF0595  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 KF0595  DYNAMIC HT  -         468.882 (meters)    1538.32  (feet)  COMP
 KF0595  MODELED GRAV-     980,024.0   (mgal)                       NAVD 88
 KF0595
 KF0595  VERT ORDER  -  FIRST     CLASS II
 KF0595
 KF0595.The horizontal coordinates were scaled from a topographic map and have
 KF0595.an estimated accuracy of +/- 6 seconds.
 KF0595
 KF0595.The orthometric height was determined by differential leveling
 KF0595.and adjusted by the National Geodetic Survey in June 1991..
 KF0595
 KF0595.The geoid height was determined by GEOID03.
 KF0595
 KF0595.The dynamic height is computed by dividing the NAVD 88
 KF0595.geopotential number by the normal gravity value computed on the
 KF0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0595.degrees latitude (g = 980.6199 gals.).
 KF0595
 KF0595.The modeled gravity was interpolated from observed gravity values.
 KF0595
 KF0595;                    North         East    Units  Estimated Accuracy
 KF0595;SPC KS N     -   171,000.      400,570.      MT  (+/- 180 meters Scaled)
 KF0595
 KF0595                          SUPERSEDED SURVEY CONTROL
 KF0595
 KF0595  NGVD 29 (??/??/92)  468.998  (m)         1538.70   (f) ADJ UNCH    1 2
 KF0595
 KF0595.Superseded values are not recommended for survey control.
 KF0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0595.See file dsdata.txt to determine how the superseded data were derived.
 KF0595
 KF0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK860142(NAD 83)
 KF0595_MARKER: DB = BENCH MARK DISK
 KF0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0595_STAMPING: L 288 1947
 KF0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0595+STABILITY: SURFACE MOTION
 KF0595
 KF0595  HISTORY     - Date     Condition        Report By
 KF0595  HISTORY     - 1947     MONUMENTED       CGS
 KF0595
 KF0595                          STATION DESCRIPTION
 KF0595
 KF0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0595'0.8 MI NW FROM LOVEWELL.
 KF0595'0.8 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0595'RAILROAD FROM THE STATION AT LOVEWELL, AT A PRIVATE ROAD CROSSING,
 KF0595'46.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 34.2
 KF0595'FEET WEST OF THE 2ND POLE SOUTHEAST OF MILEPOST 142, 22.0 FEET
 KF0595'NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTHEAST OF A
 KF0595'FENCE, 1.5 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 KF0595'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0411 ***********************************************************************
 KF0411  DESIGNATION -  L 289
 KF0411  PID         -  KF0411
 KF0411  STATE/COUNTY-  KS/DICKINSON
 KF0411  USGS QUAD   -  MANCHESTER (1965)
 KF0411
 KF0411                         *CURRENT SURVEY CONTROL
 KF0411  ___________________________________________________________________
 KF0411* NAD 83(1986)-  39 04 55.     (N)    097 18 59.     (W)     SCALED    
 KF0411* NAVD 88     -       386.595  (meters)    1268.35   (feet)  ADJUSTED  
 KF0411  ___________________________________________________________________
 KF0411  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 KF0411  DYNAMIC HT  -         386.352 (meters)    1267.56  (feet)  COMP
 KF0411  MODELED GRAV-     979,988.0   (mgal)                       NAVD 88
 KF0411
 KF0411  VERT ORDER  -  FIRST     CLASS II
 KF0411
 KF0411.The horizontal coordinates were scaled from a topographic map and have
 KF0411.an estimated accuracy of +/- 6 seconds.
 KF0411
 KF0411.The orthometric height was determined by differential leveling
 KF0411.and adjusted by the National Geodetic Survey in June 1991..
 KF0411
 KF0411.The geoid height was determined by GEOID03.
 KF0411
 KF0411.The dynamic height is computed by dividing the NAVD 88
 KF0411.geopotential number by the normal gravity value computed on the
 KF0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0411.degrees latitude (g = 980.6199 gals.).
 KF0411
 KF0411.The modeled gravity was interpolated from observed gravity values.
 KF0411
 KF0411;                    North         East    Units  Estimated Accuracy
 KF0411;SPC KS N     -    83,330.      459,150.      MT  (+/- 180 meters Scaled)
 KF0411
 KF0411                          SUPERSEDED SURVEY CONTROL
 KF0411
 KF0411  NGVD 29 (??/??/92)  386.498  (m)         1268.04   (f) ADJ UNCH    1 2
 KF0411
 KF0411.Superseded values are not recommended for survey control.
 KF0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0411.See file dsdata.txt to determine how the superseded data were derived.
 KF0411
 KF0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ456272(NAD 83)
 KF0411_MARKER: DB = BENCH MARK DISK
 KF0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0411_STAMPING: L 289 1947
 KF0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0411+STABILITY: SURFACE MOTION
 KF0411
 KF0411  HISTORY     - Date     Condition        Report By
 KF0411  HISTORY     - 1947     MONUMENTED       CGS
 KF0411
 KF0411                          STATION DESCRIPTION
 KF0411
 KF0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0411'0.9 MI SE FROM MANCHESTER.
 KF0411'0.9 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0411'RAILROAD FROM THE STATION AT MANCHESTER, AT A PRIVATE ROAD
 KF0411'CROSSING, BETWEEN THE SECOND AND THIRD POLES SOUTHEAST OF
 KF0411'MILEPOST 72, 45.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28.0
 KF0411'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHEAST
 KF0411'OF A FENCE, 1.5 FEET NORTHWEST OF A REFERENCE POST, SET IN
 KF0411'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 KF0411'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0457 ***********************************************************************
 JG0457  DESIGNATION -  L 29
 JG0457  PID         -  JG0457
 JG0457  STATE/COUNTY-  KS/PAWNEE
 JG0457  USGS QUAD   -  LARNED (1970)
 JG0457
 JG0457                         *CURRENT SURVEY CONTROL
 JG0457  ___________________________________________________________________
 JG0457* NAD 83(1986)-  38 13 05.     (N)    099 02 50.     (W)     SCALED    
 JG0457* NAVD 88     -       601.125  (meters)    1972.19   (feet)  ADJUSTED  
 JG0457  ___________________________________________________________________
 JG0457  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 JG0457  DYNAMIC HT  -         600.664 (meters)    1970.68  (feet)  COMP
 JG0457  MODELED GRAV-     979,841.8   (mgal)                       NAVD 88
 JG0457
 JG0457  VERT ORDER  -  SECOND    CLASS 0
 JG0457
 JG0457.The horizontal coordinates were scaled from a topographic map and have
 JG0457.an estimated accuracy of +/- 6 seconds.
 JG0457
 JG0457.The orthometric height was determined by differential leveling
 JG0457.and adjusted by the National Geodetic Survey in June 1991..
 JG0457
 JG0457.The geoid height was determined by GEOID03.
 JG0457
 JG0457.The dynamic height is computed by dividing the NAVD 88
 JG0457.geopotential number by the normal gravity value computed on the
 JG0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0457.degrees latitude (g = 980.6199 gals.).
 JG0457
 JG0457.The modeled gravity was interpolated from observed gravity values.
 JG0457
 JG0457;                    North         East    Units  Estimated Accuracy
 JG0457;SPC KS S     -   572,320.      352,080.      MT  (+/- 180 meters Scaled)
 JG0457
 JG0457                          SUPERSEDED SURVEY CONTROL
 JG0457
 JG0457  NGVD 29 (??/??/92)  600.962  (m)         1971.66   (f) ADJ UNCH    2 0
 JG0457
 JG0457.Superseded values are not recommended for survey control.
 JG0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0457.See file dsdata.txt to determine how the superseded data were derived.
 JG0457
 JG0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH958300(NAD 83)
 JG0457_MARKER: DB = BENCH MARK DISK
 JG0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0457_STAMPING: L 29 1934
 JG0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0457+STABILITY: SURFACE MOTION
 JG0457
 JG0457  HISTORY     - Date     Condition        Report By
 JG0457  HISTORY     - 1934     MONUMENTED       CGS
 JG0457
 JG0457                          STATION DESCRIPTION
 JG0457
 JG0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0457'3.8 MI NE FROM LARNED.
 JG0457'IN PAWNEE COUNTY, 3.8 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA
 JG0457'AND SANTA FE RAILWAY FROM LARNED, PAWNEE COUNTY, 4.9 MILES
 JG0457'SOUTHWEST OF PAWNEE ROCK, BARTON COUNTY, 38 FEET NORTHWEST OF
 JG0457'THE CENTER OF A ROAD CROSSING, 33 FEET WEST OF THE CENTERLINE
 JG0457'OF THE TRACK, AND 66 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 JG0457'50 N.  A STANDARD DISK, STAMPED L 29 1934 AND SET IN THE TOP
 JG0457'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0500 ***********************************************************************
 JF0500  DESIGNATION -  L 290
 JF0500  PID         -  JF0500
 JF0500  STATE/COUNTY-  KS/SALINE
 JF0500  USGS QUAD   -  NILES (1978)
 JF0500
 JF0500                         *CURRENT SURVEY CONTROL
 JF0500  ___________________________________________________________________
 JF0500* NAD 83(1986)-  38 55 01.     (N)    097 22 54.     (W)     SCALED    
 JF0500* NAVD 88     -       356.094  (meters)    1168.29   (feet)  POSTED    
 JF0500  ___________________________________________________________________
 JF0500  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 JF0500  DYNAMIC HT  -         355.860 (meters)    1167.52  (feet)  COMP
 JF0500  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 JF0500
 JF0500  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0500
 JF0500.The horizontal coordinates were scaled from a topographic map and have
 JF0500.an estimated accuracy of +/- 6 seconds.
 JF0500
 JF0500.The orthometric height was determined by differential leveling
 JF0500.and adjusted by the National Geodetic Survey in 1992..
 JF0500.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0500.rate of 0.0 thru 1.0 mm/km.
 JF0500
 JF0500.The geoid height was determined by GEOID03.
 JF0500
 JF0500.The dynamic height is computed by dividing the NAVD 88
 JF0500.geopotential number by the normal gravity value computed on the
 JF0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0500.degrees latitude (g = 980.6199 gals.).
 JF0500
 JF0500.The modeled gravity was interpolated from observed gravity values.
 JF0500
 JF0500;                    North         East    Units  Estimated Accuracy
 JF0500;SPC KS N     -    64,970.      453,630.      MT  (+/- 180 meters Scaled)
 JF0500
 JF0500                          SUPERSEDED SURVEY CONTROL
 JF0500
 JF0500  NGVD 29 (??/??/92)  355.992  (m)         1167.95   (f) ADJ UNCH    1 2
 JF0500
 JF0500.Superseded values are not recommended for survey control.
 JF0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0500.See file dsdata.txt to determine how the superseded data were derived.
 JF0500
 JF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ403088(NAD 83)
 JF0500_MARKER: DB = BENCH MARK DISK
 JF0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0500_SP_SET: CONCRETE POST
 JF0500_STAMPING: L 290 1947
 JF0500_MARK LOGO: CGS   
 JF0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0500+STABILITY: SURFACE MOTION
 JF0500
 JF0500  HISTORY     - Date     Condition        Report By
 JF0500  HISTORY     - 1947     MONUMENTED       CGS
 JF0500  HISTORY     - 1986     GOOD             NGS
 JF0500
 JF0500                          STATION DESCRIPTION
 JF0500
 JF0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0500'0.7 MI SW FROM SOLOMON.
 JF0500'0.7 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0500'STATION AT SOLOMON, AT A ROAD CROSSING, ABOUT 300 FEET SOUTH
 JF0500'OF A LARGE RED BRICK CHURCH, NEAR MILEPOST 173, 102.0 FEET
 JF0500'WEST OF THE CENTER LINE OF THE ROAD, 46.0 FEET SOUTH OF THE
 JF0500'SOUTH RAIL OF THE TRACK, 18.0 FEET SOUTHWEST OF THE 1ST POLE
 JF0500'WEST OF THE CROSSING, 1.6 FEET NORTH OF A FENCE, 1.6 FEET WEST
 JF0500'OF A REFERENCE POST, ABOUT 6.0 FEET LOWER THAN THE TRACK, SET
 JF0500'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 JF0500'GROUND.
 JF0500
 JF0500                          STATION RECOVERY (1986)
 JF0500
 JF0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0987 ***********************************************************************
 JF0987  DESIGNATION -  L 291
 JF0987  PID         -  JF0987
 JF0987  STATE/COUNTY-  KS/SALINE
 JF0987  USGS QUAD   -  BROOKVILLE (1978)
 JF0987
 JF0987                         *CURRENT SURVEY CONTROL
 JF0987  ___________________________________________________________________
 JF0987* NAD 83(1986)-  38 46 13.     (N)    097 50 37.     (W)     SCALED    
 JF0987* NAVD 88     -       408.685  (meters)    1340.83   (feet)  ADJUSTED  
 JF0987  ___________________________________________________________________
 JF0987  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 JF0987  DYNAMIC HT  -         408.398 (meters)    1339.89  (feet)  COMP
 JF0987  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 JF0987
 JF0987  VERT ORDER  -  FIRST     CLASS II
 JF0987
 JF0987.The horizontal coordinates were scaled from a topographic map and have
 JF0987.an estimated accuracy of +/- 6 seconds.
 JF0987
 JF0987.The orthometric height was determined by differential leveling
 JF0987.and adjusted by the National Geodetic Survey in June 1991..
 JF0987
 JF0987.The geoid height was determined by GEOID03.
 JF0987
 JF0987.The dynamic height is computed by dividing the NAVD 88
 JF0987.geopotential number by the normal gravity value computed on the
 JF0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0987.degrees latitude (g = 980.6199 gals.).
 JF0987
 JF0987.The modeled gravity was interpolated from observed gravity values.
 JF0987
 JF0987;                    North         East    Units  Estimated Accuracy
 JF0987;SPC KS N     -    48,520.      413,590.      MT  (+/- 180 meters Scaled)
 JF0987
 JF0987                          SUPERSEDED SURVEY CONTROL
 JF0987
 JF0987  NGVD 29 (??/??/92)  408.571  (m)         1340.45   (f) ADJ UNCH    1 2
 JF0987
 JF0987.Superseded values are not recommended for survey control.
 JF0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0987.See file dsdata.txt to determine how the superseded data were derived.
 JF0987
 JF0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH004919(NAD 83)
 JF0987_MARKER: DB = BENCH MARK DISK
 JF0987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0987_SP_SET: BRIDGE
 JF0987_STAMPING: L 291 1952
 JF0987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0987
 JF0987  HISTORY     - Date     Condition        Report By
 JF0987  HISTORY     - 1952     MONUMENTED       CGS
 JF0987
 JF0987                          STATION DESCRIPTION
 JF0987
 JF0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0987'1.3 MI NE FROM BROOKVILLE.
 JF0987'1.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0987'STATION AT BROOKVILLE, 4 POLES WEST OF MILEPOST 200, 160 FEET
 JF0987'NORTH OF THE NORTH RAIL, 147 FEET NORTH OF THE NORTHEAST CORNER
 JF0987'OF BRIDGE 200.1, 17 FEET SOUTH OF THE CENTER LINE OF U.S.
 JF0987'HIGHWAY 40, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL
 JF0987'OF A SMALL CONCRETE BRIDGE UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1081 ***********************************************************************
 JF1081  DESIGNATION -  L 292
 JF1081  PID         -  JF1081
 JF1081  STATE/COUNTY-  KS/MCPHERSON
 JF1081  USGS QUAD   -  LINDSBORG (1979)
 JF1081
 JF1081                         *CURRENT SURVEY CONTROL
 JF1081  ___________________________________________________________________
 JF1081* NAD 83(1986)-  38 35 00.     (N)    097 40 00.     (W)     SCALED    
 JF1081* NAVD 88     -       405.161  (meters)    1329.27   (feet)  ADJUSTED  
 JF1081  ___________________________________________________________________
 JF1081  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 JF1081  DYNAMIC HT  -         404.876 (meters)    1328.33  (feet)  COMP
 JF1081  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 JF1081
 JF1081  VERT ORDER  -  FIRST     CLASS II
 JF1081
 JF1081.The horizontal coordinates were scaled from a topographic map and have
 JF1081.an estimated accuracy of +/- 6 seconds.
 JF1081
 JF1081.The orthometric height was determined by differential leveling
 JF1081.and adjusted by the National Geodetic Survey in June 1991..
 JF1081
 JF1081.The geoid height was determined by GEOID03.
 JF1081
 JF1081.The dynamic height is computed by dividing the NAVD 88
 JF1081.geopotential number by the normal gravity value computed on the
 JF1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1081.degrees latitude (g = 980.6199 gals.).
 JF1081
 JF1081.The modeled gravity was interpolated from observed gravity values.
 JF1081
 JF1081;                    North         East    Units  Estimated Accuracy
 JF1081;SPC KS S     -   613,050.      472,610.      MT  (+/- 180 meters Scaled)
 JF1081
 JF1081                          SUPERSEDED SURVEY CONTROL
 JF1081
 JF1081  NGVD 29 (??/??/92)  405.030  (m)         1328.84   (f) ADJ UNCH    1 2
 JF1081
 JF1081.Superseded values are not recommended for survey control.
 JF1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1081.See file dsdata.txt to determine how the superseded data were derived.
 JF1081
 JF1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH161713(NAD 83)
 JF1081_MARKER: DB = BENCH MARK DISK
 JF1081_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF1081_SP_SET: PIER
 JF1081_STAMPING: L 292 1952
 JF1081_MARK LOGO: CGS   
 JF1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1081
 JF1081  HISTORY     - Date     Condition        Report By
 JF1081  HISTORY     - 1952     MONUMENTED       CGS
 JF1081  HISTORY     - 1974     GOOD             NGS
 JF1081  HISTORY     - 1986     GOOD             NGS
 JF1081
 JF1081                          STATION DESCRIPTION
 JF1081
 JF1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1081'0.7 MI NE FROM LINDSBORG.
 JF1081'0.7 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1081'STATION AT LINDSBORG, 13.5 FEET NORTHWEST OF THE NORTHWEST
 JF1081'RAIL, 2.7 FEET ABOVE THE GROUND, AT THE OVERPASS OF U.S. HIGHWAY
 JF1081'81, SET VERTICALLY IN THE SOUTHEAST SIDE OF THE MOST SOUTHWESTERLY
 JF1081'ONE OF 2 CONCRETE PILLARS WHICH ARE NORTHWEST OF THE TRACK.
 JF1081
 JF1081                          STATION RECOVERY (1974)
 JF1081
 JF1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JF1081'RECOVERED IN GOOD CONDITION.
 JF1081
 JF1081                          STATION RECOVERY (1986)
 JF1081
 JF1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1081'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  26.4 KM (16.4
 JF1081'MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1081'THE SOUTHERN PACIFIC RAILROAD IN MCPHERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0043 ***********************************************************************
 JG0043  DESIGNATION -  L 293
 JG0043  PID         -  JG0043
 JG0043  STATE/COUNTY-  KS/ELLSWORTH
 JG0043  USGS QUAD   -  ELLSWORTH (1979)
 JG0043
 JG0043                         *CURRENT SURVEY CONTROL
 JG0043  ___________________________________________________________________
 JG0043* NAD 83(1986)-  38 42 39.     (N)    098 11 42.     (W)     SCALED    
 JG0043* NAVD 88     -       466.624  (meters)    1530.92   (feet)  ADJUSTED  
 JG0043  ___________________________________________________________________
 JG0043  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 JG0043  DYNAMIC HT  -         466.294 (meters)    1529.83  (feet)  COMP
 JG0043  MODELED GRAV-     979,907.4   (mgal)                       NAVD 88
 JG0043
 JG0043  VERT ORDER  -  FIRST     CLASS II
 JG0043
 JG0043.The horizontal coordinates were scaled from a topographic map and have
 JG0043.an estimated accuracy of +/- 6 seconds.
 JG0043
 JG0043.The orthometric height was determined by differential leveling
 JG0043.and adjusted by the National Geodetic Survey in June 1991..
 JG0043
 JG0043.The geoid height was determined by GEOID03.
 JG0043
 JG0043.The dynamic height is computed by dividing the NAVD 88
 JG0043.geopotential number by the normal gravity value computed on the
 JG0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0043.degrees latitude (g = 980.6199 gals.).
 JG0043
 JG0043.The modeled gravity was interpolated from observed gravity values.
 JG0043
 JG0043;                    North         East    Units  Estimated Accuracy
 JG0043;SPC KS N     -    41,930.      383,040.      MT  (+/- 180 meters Scaled)
 JG0043
 JG0043                          SUPERSEDED SURVEY CONTROL
 JG0043
 JG0043  NGVD 29 (??/??/92)  466.475  (m)         1530.43   (f) ADJ UNCH    1 2
 JG0043
 JG0043.Superseded values are not recommended for survey control.
 JG0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0043.See file dsdata.txt to determine how the superseded data were derived.
 JG0043
 JG0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH699849(NAD 83)
 JG0043_MARKER: DB = BENCH MARK DISK
 JG0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0043_STAMPING: L 293 1952
 JG0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0043+STABILITY: SURFACE MOTION
 JG0043
 JG0043  HISTORY     - Date     Condition        Report By
 JG0043  HISTORY     - 1952     MONUMENTED       CGS
 JG0043
 JG0043                          STATION DESCRIPTION
 JG0043
 JG0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0043'2.3 MI W FROM KANOPOLIS.
 JG0043'2.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0043'AT KANOPOLIS, 4 POLES EAST OF A ROAD CROSSING, 2 POLES WEST OF
 JG0043'BRIDGE 221.42, 44 FEET SOUTH OF THE SOUTH RAIL, 6.5 FEET EAST OF
 JG0043'A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A
 JG0043'WITNESS POST, 1.0 MILE EAST OF BENCH MARK U 293, SET IN THE TOP
 JG0043'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0991 ***********************************************************************
 JF0991  DESIGNATION -  L 294
 JF0991  PID         -  JF0991
 JF0991  STATE/COUNTY-  KS/SALINE
 JF0991  USGS QUAD   -  BROOKVILLE (1978)
 JF0991
 JF0991                         *CURRENT SURVEY CONTROL
 JF0991  ___________________________________________________________________
 JF0991* NAD 83(1986)-  38 45 22.     (N)    097 52 23.     (W)     SCALED    
 JF0991* NAVD 88     -       422.322  (meters)    1385.57   (feet)  ADJUSTED  
 JF0991  ___________________________________________________________________
 JF0991  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 JF0991  DYNAMIC HT  -         422.024 (meters)    1384.59  (feet)  COMP
 JF0991  MODELED GRAV-     979,911.3   (mgal)                       NAVD 88
 JF0991
 JF0991  VERT ORDER  -  FIRST     CLASS II
 JF0991
 JF0991.The horizontal coordinates were scaled from a topographic map and have
 JF0991.an estimated accuracy of +/- 6 seconds.
 JF0991
 JF0991.The orthometric height was determined by differential leveling
 JF0991.and adjusted by the National Geodetic Survey in June 1991..
 JF0991
 JF0991.The geoid height was determined by GEOID03.
 JF0991
 JF0991.The dynamic height is computed by dividing the NAVD 88
 JF0991.geopotential number by the normal gravity value computed on the
 JF0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0991.degrees latitude (g = 980.6199 gals.).
 JF0991
 JF0991.The modeled gravity was interpolated from observed gravity values.
 JF0991
 JF0991;                    North         East    Units  Estimated Accuracy
 JF0991;SPC KS N     -    46,940.      411,030.      MT  (+/- 180 meters Scaled)
 JF0991
 JF0991                          SUPERSEDED SURVEY CONTROL
 JF0991
 JF0991  NGVD 29 (??/??/92)  422.206  (m)         1385.19   (f) ADJ UNCH    1 2
 JF0991
 JF0991.Superseded values are not recommended for survey control.
 JF0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0991.See file dsdata.txt to determine how the superseded data were derived.
 JF0991
 JF0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH979903(NAD 83)
 JF0991_MARKER: DB = BENCH MARK DISK
 JF0991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0991_SP_SET: CULVERT
 JF0991_STAMPING: L 294 1952
 JF0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0991+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 JF0991
 JF0991  HISTORY     - Date     Condition        Report By
 JF0991  HISTORY     - 1952     MONUMENTED       CGS
 JF0991  HISTORY     - 1983     GOOD             NGS
 JF0991  HISTORY     - 20050805 GOOD             GEOCAC
 JF0991
 JF0991                          STATION DESCRIPTION
 JF0991
 JF0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0991'1.4 MI S FROM BROOKVILLE.
 JF0991'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE GRADE SCHOOL AT
 JF0991'BROOKVILLE, THENCE 1.25 MILES SOUTH ALONG A GRADED DIRT ROAD,
 JF0991'0.1 MILE NORTH OF A JUNCTION WITH AN EAST AND WEST ROAD, 14 FEET
 JF0991'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, SET IN THE
 JF0991'TOP OF THE NORTH END OF THE EAST HEADWALL OF A TWIN 24 INCH
 JF0991'PIPE CULVERT.
 JF0991
 JF0991                          STATION RECOVERY (1983)
 JF0991
 JF0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JF0991'0.24 KM (0.15 MI) WEST ALONG STATE HIGHWAY 140, FROM THE ELEMENTARY
 JF0991'SCHOOL AT BROOKVILLE, THENCE 2.01 KM (1.25 MI) LEFT AND SOUTH ALONG A
 JF0991'GRAVELED COUNTY TO THE MARK ON THE LEFT, CEMEMTED INTO A DRILLED HOLE
 JF0991'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A CULVERT, 4.27 M
 JF0991'(14.0 FT) EAST FORM THE CENTERLINE OF THE ROAD.
 JF0991
 JF0991                          STATION RECOVERY (2005)
 JF0991
 JF0991'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JF0991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0214 ***********************************************************************
 JG0214  DESIGNATION -  L 295
 JG0214  PID         -  JG0214
 JG0214  STATE/COUNTY-  KS/RUSSELL
 JG0214  USGS QUAD   -  DORRANCE (1979)
 JG0214
 JG0214                         *CURRENT SURVEY CONTROL
 JG0214  ___________________________________________________________________
 JG0214* NAD 83(1986)-  38 49 51.     (N)    098 30 40.     (W)     SCALED    
 JG0214* NAVD 88     -       519.660  (meters)    1704.92   (feet)  ADJUSTED  
 JG0214  ___________________________________________________________________
 JG0214  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 JG0214  DYNAMIC HT  -         519.298 (meters)    1703.73  (feet)  COMP
 JG0214  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 JG0214
 JG0214  VERT ORDER  -  FIRST     CLASS II
 JG0214
 JG0214.The horizontal coordinates were scaled from a topographic map and have
 JG0214.an estimated accuracy of +/- 6 seconds.
 JG0214
 JG0214.The orthometric height was determined by differential leveling
 JG0214.and adjusted by the National Geodetic Survey in June 1991..
 JG0214
 JG0214.The geoid height was determined by GEOID03.
 JG0214
 JG0214.The dynamic height is computed by dividing the NAVD 88
 JG0214.geopotential number by the normal gravity value computed on the
 JG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0214.degrees latitude (g = 980.6199 gals.).
 JG0214
 JG0214.The modeled gravity was interpolated from observed gravity values.
 JG0214
 JG0214;                    North         East    Units  Estimated Accuracy
 JG0214;SPC KS N     -    55,350.      355,620.      MT  (+/- 180 meters Scaled)
 JG0214
 JG0214                          SUPERSEDED SURVEY CONTROL
 JG0214
 JG0214  NGVD 29 (??/??/92)  519.483  (m)         1704.34   (f) ADJ UNCH    1 2
 JG0214
 JG0214.Superseded values are not recommended for survey control.
 JG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0214.See file dsdata.txt to determine how the superseded data were derived.
 JG0214
 JG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH424981(NAD 83)
 JG0214_MARKER: DB = BENCH MARK DISK
 JG0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0214_STAMPING: L 295 1952
 JG0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0214+STABILITY: SURFACE MOTION
 JG0214
 JG0214  HISTORY     - Date     Condition        Report By
 JG0214  HISTORY     - 1952     MONUMENTED       CGS
 JG0214  HISTORY     - 1953     GOOD             NGS
 JG0214
 JG0214                          STATION DESCRIPTION
 JG0214
 JG0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0214'2.1 MI W FROM WILSON.
 JG0214'2.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0214'STATION AT WILSON, 105 FEET NORTH OF THE CENTER LINE OF U.S.
 JG0214'HIGHWAY 40, 85 FEET SOUTH OF MILEPOST 242, 37.4 FEET SOUTH OF THE
 JG0214'SOUTH RAIL, 32 FEET WEST OF A TELEPHONE POLE, 40 FEET NORTH
 JG0214'OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 JG0214'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0820 ***********************************************************************
 JF0820  DESIGNATION -  L 296
 JF0820  PID         -  JF0820
 JF0820  STATE/COUNTY-  KS/MCPHERSON
 JF0820  USGS QUAD   -  BUHLER (1965)
 JF0820
 JF0820                         *CURRENT SURVEY CONTROL
 JF0820  ___________________________________________________________________
 JF0820* NAD 83(1986)-  38 13 52.     (N)    097 46 29.     (W)     SCALED    
 JF0820* NAVD 88     -       465.455  (meters)    1527.08   (feet)  ADJUSTED  
 JF0820  ___________________________________________________________________
 JF0820  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF0820  DYNAMIC HT  -         465.106 (meters)    1525.94  (feet)  COMP
 JF0820  MODELED GRAV-     979,864.4   (mgal)                       NAVD 88
 JF0820
 JF0820  VERT ORDER  -  FIRST     CLASS II
 JF0820
 JF0820.The horizontal coordinates were scaled from a topographic map and have
 JF0820.an estimated accuracy of +/- 6 seconds.
 JF0820
 JF0820.The orthometric height was determined by differential leveling
 JF0820.and adjusted by the National Geodetic Survey in June 1991..
 JF0820.WARNING-Repeat measurements at this control monument indicate possible
 JF0820.vertical movement.
 JF0820
 JF0820.The geoid height was determined by GEOID03.
 JF0820
 JF0820.The dynamic height is computed by dividing the NAVD 88
 JF0820.geopotential number by the normal gravity value computed on the
 JF0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0820.degrees latitude (g = 980.6199 gals.).
 JF0820
 JF0820.The modeled gravity was interpolated from observed gravity values.
 JF0820
 JF0820;                    North         East    Units  Estimated Accuracy
 JF0820;SPC KS S     -   573,880.      463,500.      MT  (+/- 180 meters Scaled)
 JF0820
 JF0820                          SUPERSEDED SURVEY CONTROL
 JF0820
 JF0820  NGVD 29 (??/??/92)  465.300  (m)         1526.57   (f) ADJ UNCH    1 2
 JF0820
 JF0820.Superseded values are not recommended for survey control.
 JF0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0820.See file dsdata.txt to determine how the superseded data were derived.
 JF0820
 JF0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH072321(NAD 83)
 JF0820_MARKER: DB = BENCH MARK DISK
 JF0820_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JF0820_SP_SET: WATER TANK FOUNDATION
 JF0820_STAMPING: L 296 1953
 JF0820_MARK LOGO: CGS   
 JF0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0820+STABILITY: POSITION/ELEVATION WELL
 JF0820
 JF0820  HISTORY     - Date     Condition        Report By
 JF0820  HISTORY     - 1953     MONUMENTED       CGS
 JF0820  HISTORY     - 1986     GOOD             NGS
 JF0820
 JF0820                          STATION DESCRIPTION
 JF0820
 JF0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0820'AT INMAN.
 JF0820'AT INMAN, 0.5 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 JF0820'NORTHEAST CORNER OF THE CONCRETE BASE OF THE NORTHEAST LEG OF
 JF0820'THE CITY WATER TOWER.
 JF0820
 JF0820                          STATION RECOVERY (1986)
 JF0820
 JF0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0825 ***********************************************************************
 JF0825  DESIGNATION -  L 297
 JF0825  PID         -  JF0825
 JF0825  STATE/COUNTY-  KS/MCPHERSON
 JF0825  USGS QUAD   -  BUHLER (1965)
 JF0825
 JF0825                         *CURRENT SURVEY CONTROL
 JF0825  ___________________________________________________________________
 JF0825* NAD 83(1986)-  38 10 25.     (N)    097 49 20.     (W)     SCALED    
 JF0825* NAVD 88     -       463.888  (meters)    1521.94   (feet)  ADJUSTED  
 JF0825  ___________________________________________________________________
 JF0825  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF0825  DYNAMIC HT  -         463.535 (meters)    1520.78  (feet)  COMP
 JF0825  MODELED GRAV-     979,852.7   (mgal)                       NAVD 88
 JF0825
 JF0825  VERT ORDER  -  FIRST     CLASS II
 JF0825
 JF0825.The horizontal coordinates were scaled from a topographic map and have
 JF0825.an estimated accuracy of +/- 6 seconds.
 JF0825
 JF0825.The orthometric height was determined by differential leveling
 JF0825.and adjusted by the National Geodetic Survey in June 1991..
 JF0825.WARNING-Repeat measurements at this control monument indicate possible
 JF0825.vertical movement.
 JF0825
 JF0825.The geoid height was determined by GEOID03.
 JF0825
 JF0825.The dynamic height is computed by dividing the NAVD 88
 JF0825.geopotential number by the normal gravity value computed on the
 JF0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0825.degrees latitude (g = 980.6199 gals.).
 JF0825
 JF0825.The modeled gravity was interpolated from observed gravity values.
 JF0825
 JF0825;                    North         East    Units  Estimated Accuracy
 JF0825;SPC KS S     -   567,470.      459,390.      MT  (+/- 180 meters Scaled)
 JF0825
 JF0825                          SUPERSEDED SURVEY CONTROL
 JF0825
 JF0825  NGVD 29 (??/??/92)  463.687  (m)         1521.28   (f) ADJ UNCH    1 2
 JF0825
 JF0825.Superseded values are not recommended for survey control.
 JF0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0825.See file dsdata.txt to determine how the superseded data were derived.
 JF0825
 JF0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH031257(NAD 83)
 JF0825_MARKER: DB = BENCH MARK DISK
 JF0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0825_SP_SET: CONCRETE POST
 JF0825_STAMPING: L 297 1953
 JF0825_MARK LOGO: CGS   
 JF0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0825+STABILITY: SURFACE MOTION
 JF0825
 JF0825  HISTORY     - Date     Condition        Report By
 JF0825  HISTORY     - 1953     MONUMENTED       CGS
 JF0825  HISTORY     - 1986     GOOD             NGS
 JF0825
 JF0825                          STATION DESCRIPTION
 JF0825
 JF0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0825'4.6 MI SW FROM INMAN.
 JF0825'4.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0825'RAILROAD FROM THE STATION AT INMAN, ACROSS THE TRACK FROM THE
 JF0825'1ST POLE SOUTHWEST OF MILEPOST 234, AT A ROAD CROSSING, 114
 JF0825'FEET NORTH OF THE CENTER LINE OF A ROAD, 66.3 FEET NORTH OF A
 JF0825'GROUP OF TRANSFORMERS, 44 FEET SOUTHEAST OF THE SOUTHEAST
 JF0825'RAIL, 2 FEET NORTHWEST OF A FENCE, 3 FEET NORTHEAST OF A WITNESS
 JF0825'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 JF0825'ABOVE THE GROUND.
 JF0825
 JF0825                          STATION RECOVERY (1986)
 JF0825
 JF0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0825'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  18.6 KM (11.55
 JF0825'MI) NORTHEASTERLY ALONG STATE HIGHWAY 61 FROM ITS JUNCTION WITH U.S.
 JF0825'HIGHWAY 50 IN HUTCHINSON.  ADD--40.7 M (133.5 FT) SOUTHEAST OF THE
 JF0825'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0393 ***********************************************************************
 JH0393  DESIGNATION -  L 298
 JH0393  PID         -  JH0393
 JH0393  STATE/COUNTY-  KS/WALLACE
 JH0393  USGS QUAD   -  SHARON SPRINGS WEST (1979)
 JH0393
 JH0393                         *CURRENT SURVEY CONTROL
 JH0393  ___________________________________________________________________
 JH0393* NAD 83(1986)-  38 53 38.     (N)    101 46 16.     (W)     SCALED    
 JH0393* NAVD 88     -      1056.304  (meters)    3465.56   (feet)  ADJUSTED  
 JH0393  ___________________________________________________________________
 JH0393  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 JH0393  DYNAMIC HT  -        1055.394 (meters)    3462.57  (feet)  COMP
 JH0393  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 JH0393
 JH0393  VERT ORDER  -  FIRST     CLASS II
 JH0393
 JH0393.The horizontal coordinates were scaled from a topographic map and have
 JH0393.an estimated accuracy of +/- 6 seconds.
 JH0393
 JH0393.The orthometric height was determined by differential leveling
 JH0393.and adjusted by the National Geodetic Survey in June 1991..
 JH0393
 JH0393.The geoid height was determined by GEOID03.
 JH0393
 JH0393.The dynamic height is computed by dividing the NAVD 88
 JH0393.geopotential number by the normal gravity value computed on the
 JH0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0393.degrees latitude (g = 980.6199 gals.).
 JH0393
 JH0393.The modeled gravity was interpolated from observed gravity values.
 JH0393
 JH0393;                    North         East    Units  Estimated Accuracy
 JH0393;SPC KS N     -    69,040.       72,940.      MT  (+/- 180 meters Scaled)
 JH0393
 JH0393                          SUPERSEDED SURVEY CONTROL
 JH0393
 JH0393  NGVD 29 (??/??/92) 1055.885  (m)         3464.18   (f) ADJ UNCH    1 2
 JH0393
 JH0393.Superseded values are not recommended for survey control.
 JH0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0393.See file dsdata.txt to determine how the superseded data were derived.
 JH0393
 JH0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ596086(NAD 83)
 JH0393_MARKER: DB = BENCH MARK DISK
 JH0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0393_STAMPING: L 298 1952
 JH0393_MARK LOGO: CGS   
 JH0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 JH0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0393+STABILITY: SURFACE MOTION
 JH0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0393+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 JH0393
 JH0393  HISTORY     - Date     Condition        Report By
 JH0393  HISTORY     - 1952     MONUMENTED       CGS
 JH0393  HISTORY     - 19960530 GOOD             NFORK
 JH0393
 JH0393                          STATION DESCRIPTION
 JH0393
 JH0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0393'1.2 MI W FROM SHARON SPRINGS.
 JH0393'1.15 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JH0393'STATION AT SHARON SPRINGS, 1 POLE EAST OF MILEPOST 331, AT THE
 JH0393'FOOT OF A FILL, 102.7 FEET NORTH OF THE CENTER LINE OF U.S.
 JH0393'HIGHWAY 40, 62 FEET SOUTH OF THE SOUTH RAIL, 50 FEET SOUTHEAST
 JH0393'OF THE SOUTHEAST CORNER OF A STONE CULVERT UNDER THE RAILROAD,
 JH0393'70 FEET NORTH OF A FENCE, 38.2 FEET EAST OF A TELEPHONE POLE,
 JH0393'IN LINE WITH A ROW OF POLES, 2.8 FEET WEST OF A WITNESS POST,
 JH0393'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 JH0393'THE GROUND.
 JH0393
 JH0393                          STATION RECOVERY (1996)
 JH0393
 JH0393'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JH0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0356 ***********************************************************************
 KH0356  DESIGNATION -  L 299
 KH0356  PID         -  KH0356
 KH0356  STATE/COUNTY-  KS/LOGAN
 KH0356  USGS QUAD   -  WINONA (1972)
 KH0356
 KH0356                         *CURRENT SURVEY CONTROL
 KH0356  ___________________________________________________________________
 KH0356* NAD 83(1986)-  39 03 50.     (N)    101 14 57.     (W)     SCALED    
 KH0356* NAVD 88     -      1015.093  (meters)    3330.35   (feet)  ADJUSTED  
 KH0356  ___________________________________________________________________
 KH0356  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 KH0356  DYNAMIC HT  -        1014.255 (meters)    3327.60  (feet)  COMP
 KH0356  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 KH0356
 KH0356  VERT ORDER  -  FIRST     CLASS II
 KH0356
 KH0356.The horizontal coordinates were scaled from a topographic map and have
 KH0356.an estimated accuracy of +/- 6 seconds.
 KH0356
 KH0356.The orthometric height was determined by differential leveling
 KH0356.and adjusted by the National Geodetic Survey in June 1991..
 KH0356
 KH0356.The geoid height was determined by GEOID03.
 KH0356
 KH0356.The dynamic height is computed by dividing the NAVD 88
 KH0356.geopotential number by the normal gravity value computed on the
 KH0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0356.degrees latitude (g = 980.6199 gals.).
 KH0356
 KH0356.The modeled gravity was interpolated from observed gravity values.
 KH0356
 KH0356;                    North         East    Units  Estimated Accuracy
 KH0356;SPC KS N     -    86,140.      118,860.      MT  (+/- 180 meters Scaled)
 KH0356
 KH0356                          SUPERSEDED SURVEY CONTROL
 KH0356
 KH0356  NGVD 29 (??/??/92) 1014.708  (m)         3329.09   (f) ADJ UNCH    1 2
 KH0356
 KH0356.Superseded values are not recommended for survey control.
 KH0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0356.See file dsdata.txt to determine how the superseded data were derived.
 KH0356
 KH0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ054262(NAD 83)
 KH0356_MARKER: DB = BENCH MARK DISK
 KH0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0356_STAMPING: L 299 1952
 KH0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0356+STABILITY: SURFACE MOTION
 KH0356
 KH0356  HISTORY     - Date     Condition        Report By
 KH0356  HISTORY     - 1952     MONUMENTED       CGS
 KH0356
 KH0356                          STATION DESCRIPTION
 KH0356
 KH0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0356'0.4 MI NW FROM WINONA.
 KH0356'0.15 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 KH0356'WINONA, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, AT THE
 KH0356'LOWE AIRPORT, 85 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 KH0356'WEST GRAVELED ROAD, 4.3 FEET NORTHWEST OF THE SOUTHWEST CORNER
 KH0356'OF THE HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KH0356'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0561 ***********************************************************************
 KF0561  DESIGNATION -  L 3
 KF0561  PID         -  KF0561
 KF0561  STATE/COUNTY-  KS/CLOUD
 KF0561  USGS QUAD   -  CONCORDIA (1980)
 KF0561
 KF0561                         *CURRENT SURVEY CONTROL
 KF0561  ___________________________________________________________________
 KF0561* NAD 83(1986)-  39 34 53.     (N)    097 42 54.     (W)     SCALED    
 KF0561* NAVD 88     -       415.533  (meters)    1363.29   (feet)  ADJUSTED  
 KF0561  ___________________________________________________________________
 KF0561  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 KF0561  DYNAMIC HT  -         415.271 (meters)    1362.43  (feet)  COMP
 KF0561  MODELED GRAV-     979,984.0   (mgal)                       NAVD 88
 KF0561
 KF0561  VERT ORDER  -  FIRST     CLASS II
 KF0561
 KF0561.The horizontal coordinates were scaled from a topographic map and have
 KF0561.an estimated accuracy of +/- 6 seconds.
 KF0561
 KF0561.The orthometric height was determined by differential leveling
 KF0561.and adjusted by the National Geodetic Survey in June 1991..
 KF0561
 KF0561.The geoid height was determined by GEOID03.
 KF0561
 KF0561.The dynamic height is computed by dividing the NAVD 88
 KF0561.geopotential number by the normal gravity value computed on the
 KF0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0561.degrees latitude (g = 980.6199 gals.).
 KF0561
 KF0561.The modeled gravity was interpolated from observed gravity values.
 KF0561
 KF0561;                    North         East    Units  Estimated Accuracy
 KF0561;SPC KS N     -   138,590.      424,490.      MT  (+/- 180 meters Scaled)
 KF0561
 KF0561                          SUPERSEDED SURVEY CONTROL
 KF0561
 KF0561  NGVD 29 (??/??/92)  415.386  (m)         1362.81   (f) ADJ UNCH    1 2
 KF0561
 KF0561.Superseded values are not recommended for survey control.
 KF0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0561.See file dsdata.txt to determine how the superseded data were derived.
 KF0561
 KF0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ103820(NAD 83)
 KF0561_MARKER: Q = CHISELED SQUARE
 KF0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0561_SP_SET: CAPSTONE
 KF0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0561
 KF0561  HISTORY     - Date     Condition        Report By
 KF0561  HISTORY     - UNK      MONUMENTED       CGS
 KF0561  HISTORY     - 1947     GOOD             NGS
 KF0561
 KF0561                          STATION DESCRIPTION
 KF0561
 KF0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0561'2.9 MI W FROM CONCORDIA.
 KF0561'AT HANNUM, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, BETWEEN
 KF0561'THE SECOND AND THIRD POLES SOUTHEAST OF A SWITCH, AT A SMALL
 KF0561'STONE CULVERT UNDER THE MISSOURI PACIFIC RAILROAD, ON THE TOP
 KF0561'OF THE NORTH END OF THE CAPSTONE, 3 3/4 FEET EAST OF THE CONCRETE
 KF0561'HEAD WALL OF A NEW BOX CULVERT, AND ABOUT 2 1/2 FEET LOWER THAN
 KF0561'THE NEW CULVERT.  THE BOTTOM OF A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0118 ***********************************************************************
 JG0118  DESIGNATION -  L 30
 JG0118  PID         -  JG0118
 JG0118  STATE/COUNTY-  KS/RICE
 JG0118  USGS QUAD   -  CHASE (1970)
 JG0118
 JG0118                         *CURRENT SURVEY CONTROL
 JG0118  ___________________________________________________________________
 JG0118* NAD 83(1986)-  38 21 04.     (N)    098 16 32.     (W)     SCALED    
 JG0118* NAVD 88     -       521.424  (meters)    1710.71   (feet)  ADJUSTED  
 JG0118  ___________________________________________________________________
 JG0118  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 JG0118  DYNAMIC HT  -         521.033 (meters)    1709.42  (feet)  COMP
 JG0118  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 JG0118
 JG0118  VERT ORDER  -  SECOND    CLASS 0
 JG0118
 JG0118.The horizontal coordinates were scaled from a topographic map and have
 JG0118.an estimated accuracy of +/- 6 seconds.
 JG0118
 JG0118.The orthometric height was determined by differential leveling
 JG0118.and adjusted by the National Geodetic Survey in June 1991..
 JG0118
 JG0118.The geoid height was determined by GEOID03.
 JG0118
 JG0118.The dynamic height is computed by dividing the NAVD 88
 JG0118.geopotential number by the normal gravity value computed on the
 JG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0118.degrees latitude (g = 980.6199 gals.).
 JG0118
 JG0118.The modeled gravity was interpolated from observed gravity values.
 JG0118
 JG0118;                    North         East    Units  Estimated Accuracy
 JG0118;SPC KS S     -   586,980.      419,620.      MT  (+/- 180 meters Scaled)
 JG0118
 JG0118                          SUPERSEDED SURVEY CONTROL
 JG0118
 JG0118  NGVD 29 (??/??/92)  521.280  (m)         1710.23   (f) ADJ UNCH    2 0
 JG0118
 JG0118.Superseded values are not recommended for survey control.
 JG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0118.See file dsdata.txt to determine how the superseded data were derived.
 JG0118
 JG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH633450(NAD 83)
 JG0118_MARKER: DB = BENCH MARK DISK
 JG0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0118_STAMPING: L 30 1934
 JG0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0118+STABILITY: SURFACE MOTION
 JG0118
 JG0118  HISTORY     - Date     Condition        Report By
 JG0118  HISTORY     - 1934     MONUMENTED       CGS
 JG0118
 JG0118                          STATION DESCRIPTION
 JG0118
 JG0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0118'3.4 MI W FROM LYONS.
 JG0118'3.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0118'FROM LYONS, RICE COUNTY, AT MILEAGE 81.96, 27 FEET WEST OF THE
 JG0118'CROSSING OF THE ROAD LEADING TO EBENNEZER, AND 47 FEET SOUTH OF
 JG0118'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 30 1934
 JG0118'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0119 ***********************************************************************
 JG0119  DESIGNATION -  L 30 RESET
 JG0119  PID         -  JG0119
 JG0119  STATE/COUNTY-  KS/RICE
 JG0119  USGS QUAD   -  CHASE (1970)
 JG0119
 JG0119                         *CURRENT SURVEY CONTROL
 JG0119  ___________________________________________________________________
 JG0119* NAD 83(1986)-  38 21 04.     (N)    098 16 33.     (W)     SCALED    
 JG0119* NAVD 88     -       521.56   (meters)    1711.2    (feet)  RESET     
 JG0119  ___________________________________________________________________
 JG0119  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 JG0119
 JG0119  VERT ORDER  -  THIRD
 JG0119
 JG0119.The horizontal coordinates were scaled from a topographic map and have
 JG0119.an estimated accuracy of +/- 6 seconds.
 JG0119
 JG0119.The orthometric height was computed from unverified reset data.
 JG0119
 JG0119.The geoid height was determined by GEOID03.
 JG0119
 JG0119;                    North         East    Units  Estimated Accuracy
 JG0119;SPC KS S     -   586,980.      419,590.      MT  (+/- 180 meters Scaled)
 JG0119
 JG0119                          SUPERSEDED SURVEY CONTROL
 JG0119
 JG0119.No superseded survey control is available for this station.
 JG0119
 JG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH632450(NAD 83)
 JG0119_MARKER: DB = BENCH MARK DISK
 JG0119_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JG0119+WITH SETTING: INTO GROUND
 JG0119_STAMPING: L 30 RESET 1973
 JG0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0119+STABILITY: SURFACE MOTION
 JG0119
 JG0119  HISTORY     - Date     Condition        Report By
 JG0119  HISTORY     - 1973     MONUMENTED       NGS
 JG0119
 JG0119                          STATION DESCRIPTION
 JG0119
 JG0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JG0119'3.4 MI W FROM LYONS.
 JG0119'3.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0119'FROM LYONS, RICE COUNTY, 77 FEET WEST OF THE CENTER OF A GRAVELED
 JG0119'ROAD, 48 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACK, 1 FOOT
 JG0119'NORTH OF AN EAST-WEST FENCE AND 1 FOOT EAST OF A METAL WITNESS
 JG0119'POST.  A STANDARD DISK STAMPED L 30 RESET 1973, CRIMPED TO THE TOP
 JG0119'OF A 5/8-INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED AT
 JG0119'THE BOTTOM, ENCASED IN A PLASTIC PIPE AND PROJECTS 4 INCHES ABOVE
 JG0119'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0073 ***********************************************************************
 KH0073  DESIGNATION -  L 300
 KH0073  PID         -  KH0073
 KH0073  STATE/COUNTY-  KS/TREGO
 KH0073  USGS QUAD   -  QUINTER (1979)
 KH0073
 KH0073                         *CURRENT SURVEY CONTROL
 KH0073  ___________________________________________________________________
 KH0073* NAD 83(1986)-  39 01 34.     (N)    100 07 48.     (W)     SCALED    
 KH0073* NAVD 88     -       788.661  (meters)    2587.47   (feet)  ADJUSTED  
 KH0073  ___________________________________________________________________
 KH0073  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 KH0073  DYNAMIC HT  -         788.056 (meters)    2585.48  (feet)  COMP
 KH0073  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 KH0073
 KH0073  VERT ORDER  -  FIRST     CLASS II
 KH0073
 KH0073.The horizontal coordinates were scaled from a topographic map and have
 KH0073.an estimated accuracy of +/- 6 seconds.
 KH0073
 KH0073.The orthometric height was determined by differential leveling
 KH0073.and adjusted by the National Geodetic Survey in June 1991..
 KH0073.WARNING-Repeat measurements at this control monument indicate possible
 KH0073.vertical movement.
 KH0073
 KH0073.The geoid height was determined by GEOID03.
 KH0073
 KH0073.The dynamic height is computed by dividing the NAVD 88
 KH0073.geopotential number by the normal gravity value computed on the
 KH0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0073.degrees latitude (g = 980.6199 gals.).
 KH0073
 KH0073.The modeled gravity was interpolated from observed gravity values.
 KH0073
 KH0073;                    North         East    Units  Estimated Accuracy
 KH0073;SPC KS N     -    79,080.      215,580.      MT  (+/- 180 meters Scaled)
 KH0073
 KH0073                          SUPERSEDED SURVEY CONTROL
 KH0073
 KH0073  NGVD 29 (02/14/92)  788.351  (m)         2586.45   (f) ADJUSTED    1 2
 KH0073
 KH0073.Superseded values are not recommended for survey control.
 KH0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0073.See file dsdata.txt to determine how the superseded data were derived.
 KH0073
 KH0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ021202(NAD 83)
 KH0073_MARKER: DB = BENCH MARK DISK
 KH0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0073_SP_SET: CONCRETE POST
 KH0073_STAMPING: L 300 1952
 KH0073_MARK LOGO: CGS   
 KH0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0073+STABILITY: SURFACE MOTION
 KH0073
 KH0073  HISTORY     - Date     Condition        Report By
 KH0073  HISTORY     - 1952     MONUMENTED       CGS
 KH0073  HISTORY     - 1986     GOOD             NGS
 KH0073
 KH0073                          STATION DESCRIPTION
 KH0073
 KH0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0073'0.9 MI SW FROM COLLYER.
 KH0073'0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM SAINT MICHAELS
 KH0073'CHURCH AT COLLYER, AT A PRIVATE ROAD CROSSING, ON THE INSIDE OF
 KH0073'A CURVE IN THE HIGHWAY, 115 FEET NORTH OF THE CENTER LINE OF THE
 KH0073'HIGHWAY, 51 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD,
 KH0073'44 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD,
 KH0073'17.3 FEET NORTH OF A POWER POLE, 3 FEET NORTH OF A FENCE, 2.7
 KH0073'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KH0073'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 KH0073
 KH0073                          STATION RECOVERY (1986)
 KH0073
 KH0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0073'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE EXCEPT
 KH0073'THE ROAD CROSSING NO LONGER EXISTS AND A NEW WITNESS POST WAS ADDED.
 KH0073'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0150 ***********************************************************************
 KH0150  DESIGNATION -  L 301
 KH0150  PID         -  KH0150
 KH0150  STATE/COUNTY-  KS/GOVE
 KH0150  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0150
 KH0150                         *CURRENT SURVEY CONTROL
 KH0150  ___________________________________________________________________
 KH0150* NAD 83(1986)-  39 07 13.     (N)    100 45 25.     (W)     SCALED    
 KH0150* NAVD 88     -       911.150  (meters)    2989.33   (feet)  ADJUSTED  
 KH0150  ___________________________________________________________________
 KH0150  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 KH0150  DYNAMIC HT  -         910.428 (meters)    2986.96  (feet)  COMP
 KH0150  MODELED GRAV-     979,804.4   (mgal)                       NAVD 88
 KH0150
 KH0150  VERT ORDER  -  FIRST     CLASS II
 KH0150
 KH0150.The horizontal coordinates were scaled from a topographic map and have
 KH0150.an estimated accuracy of +/- 6 seconds.
 KH0150
 KH0150.The orthometric height was determined by differential leveling
 KH0150.and adjusted by the National Geodetic Survey in June 1991..
 KH0150
 KH0150.The geoid height was determined by GEOID03.
 KH0150
 KH0150.The dynamic height is computed by dividing the NAVD 88
 KH0150.geopotential number by the normal gravity value computed on the
 KH0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0150.degrees latitude (g = 980.6199 gals.).
 KH0150
 KH0150.The modeled gravity was interpolated from observed gravity values.
 KH0150
 KH0150;                    North         East    Units  Estimated Accuracy
 KH0150;SPC KS N     -    90,990.      161,630.      MT  (+/- 180 meters Scaled)
 KH0150
 KH0150                          SUPERSEDED SURVEY CONTROL
 KH0150
 KH0150  NGVD 29 (??/??/92)  910.810  (m)         2988.22   (f) ADJ UNCH    1 2
 KH0150
 KH0150.Superseded values are not recommended for survey control.
 KH0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0150.See file dsdata.txt to determine how the superseded data were derived.
 KH0150
 KH0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ481315(NAD 83)
 KH0150_MARKER: DB = BENCH MARK DISK
 KH0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0150_STAMPING: L 301 1953
 KH0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0150+STABILITY: SURFACE MOTION
 KH0150
 KH0150  HISTORY     - Date     Condition        Report By
 KH0150  HISTORY     - 1953     MONUMENTED       CGS
 KH0150  HISTORY     - 1986     MARK NOT FOUND   NGS
 KH0150
 KH0150                          STATION DESCRIPTION
 KH0150
 KH0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KH0150'5.4 MI E FROM OAKLEY.
 KH0150'1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0150'STATION AT OAKLEY, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT
 KH0150'ROAD, THENCE 3.95 MILES EAST ALONG U.S. HIGHWAY 40, 115 FEET
 KH0150'NORTH OF A POWER POLE, 81 FEET NORTH OF THE CENTER LINE OF THE
 KH0150'HIGHWAY, 71.5 FEET NORTHEAST OF A TELEPHONE POLE, 3 FEET
 KH0150'NORTH OF A WITNESS POST, 10.5 FEET EAST OF THE CENTER LINE OF A
 KH0150'FIELD ROAD LEADING NORTH, SET IN THE TOP OF A CONCRETE POST
 KH0150'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 KH0150
 KH0150                          STATION RECOVERY (1986)
 KH0150
 KH0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0150'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0572 ***********************************************************************
 JG0572  DESIGNATION -  L 302
 JG0572  PID         -  JG0572
 JG0572  STATE/COUNTY-  KS/TREGO
 JG0572  USGS QUAD   -  OGALLAH (1979)
 JG0572
 JG0572                         *CURRENT SURVEY CONTROL
 JG0572  ___________________________________________________________________
 JG0572* NAD 83(1986)-  38 57 55.     (N)    099 41 40.     (W)     SCALED    
 JG0572* NAVD 88     -       703.166  (meters)    2306.97   (feet)  ADJUSTED  
 JG0572  ___________________________________________________________________
 JG0572  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 JG0572  DYNAMIC HT  -         702.635 (meters)    2305.23  (feet)  COMP
 JG0572  MODELED GRAV-     979,849.6   (mgal)                       NAVD 88
 JG0572
 JG0572  VERT ORDER  -  FIRST     CLASS II
 JG0572
 JG0572.The horizontal coordinates were scaled from a topographic map and have
 JG0572.an estimated accuracy of +/- 6 seconds.
 JG0572
 JG0572.The orthometric height was determined by differential leveling
 JG0572.and adjusted by the National Geodetic Survey in June 1991..
 JG0572
 JG0572.The geoid height was determined by GEOID03.
 JG0572
 JG0572.The dynamic height is computed by dividing the NAVD 88
 JG0572.geopotential number by the normal gravity value computed on the
 JG0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0572.degrees latitude (g = 980.6199 gals.).
 JG0572
 JG0572.The modeled gravity was interpolated from observed gravity values.
 JG0572
 JG0572;                    North         East    Units  Estimated Accuracy
 JG0572;SPC KS N     -    71,530.      253,160.      MT  (+/- 180 meters Scaled)
 JG0572
 JG0572                          SUPERSEDED SURVEY CONTROL
 JG0572
 JG0572  NGVD 29 (??/??/92)  702.877  (m)         2306.02   (f) ADJ UNCH    1 2
 JG0572
 JG0572.Superseded values are not recommended for survey control.
 JG0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0572.See file dsdata.txt to determine how the superseded data were derived.
 JG0572
 JG0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ398131(NAD 83)
 JG0572_MARKER: DB = BENCH MARK DISK
 JG0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0572_SP_SET: CULVERT
 JG0572_STAMPING: L 302 1953
 JG0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0572
 JG0572  HISTORY     - Date     Condition        Report By
 JG0572  HISTORY     - 1953     MONUMENTED       CGS
 JG0572  HISTORY     - 20060921 GOOD             GEOCAC
 JG0572
 JG0572                          STATION DESCRIPTION
 JG0572
 JG0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0572'2.6 MI E FROM OGALLAH.
 JG0572'2.65 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0572'RAILROAD STATION AT OGALLAH, 16 FEET SOUTH OF THE CENTER LINE
 JG0572'OF THE HIGHWAY, 44.7 FEET NORTHWEST OF TELEPHONE POLE E 14, SET
 JG0572'IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 24 INCH
 JG0572'PIPE CULVERT.
 JG0572
 JG0572                          STATION RECOVERY (2006)
 JG0572
 JG0572'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0572'HANDHELD COORDINATES ARE N38-57-57.78 W099-41-43.02.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0362 ***********************************************************************
 JG0362  DESIGNATION -  L 303
 JG0362  PID         -  JG0362
 JG0362  STATE/COUNTY-  KS/ELLIS
 JG0362  USGS QUAD   -  HAYS NORTH (1983)
 JG0362
 JG0362                         *CURRENT SURVEY CONTROL
 JG0362  ___________________________________________________________________
 JG0362* NAD 83(1986)-  38 53 16.     (N)    099 21 55.     (W)     SCALED    
 JG0362* NAVD 88     -       614.368  (meters)    2015.64   (feet)  ADJUSTED  
 JG0362  ___________________________________________________________________
 JG0362  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 JG0362  DYNAMIC HT  -         613.912 (meters)    2014.14  (feet)  COMP
 JG0362  MODELED GRAV-     979,866.1   (mgal)                       NAVD 88
 JG0362
 JG0362  VERT ORDER  -  FIRST     CLASS II
 JG0362
 JG0362.The horizontal coordinates were scaled from a topographic map and have
 JG0362.an estimated accuracy of +/- 6 seconds.
 JG0362
 JG0362.The orthometric height was determined by differential leveling
 JG0362.and adjusted by the National Geodetic Survey in June 1991..
 JG0362
 JG0362.The geoid height was determined by GEOID03.
 JG0362
 JG0362.The dynamic height is computed by dividing the NAVD 88
 JG0362.geopotential number by the normal gravity value computed on the
 JG0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0362.degrees latitude (g = 980.6199 gals.).
 JG0362
 JG0362.The modeled gravity was interpolated from observed gravity values.
 JG0362
 JG0362;                    North         East    Units  Estimated Accuracy
 JG0362;SPC KS N     -    62,440.      281,550.      MT  (+/- 180 meters Scaled)
 JG0362
 JG0362                          SUPERSEDED SURVEY CONTROL
 JG0362
 JG0362  NGVD 29 (??/??/92)  614.111  (m)         2014.80   (f) ADJ UNCH    1 2
 JG0362
 JG0362.Superseded values are not recommended for survey control.
 JG0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0362.See file dsdata.txt to determine how the superseded data were derived.
 JG0362
 JG0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ683043(NAD 83)
 JG0362_MARKER: DB = BENCH MARK DISK
 JG0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0362_STAMPING: L 303 1953
 JG0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0362+STABILITY: SURFACE MOTION
 JG0362
 JG0362  HISTORY     - Date     Condition        Report By
 JG0362  HISTORY     - 1953     MONUMENTED       CGS
 JG0362
 JG0362                          STATION DESCRIPTION
 JG0362
 JG0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0362'2 MI W FROM HAYS.
 JG0362'0.05 MILE SOUTH ALONG WALNUT STREET FROM THE UNION PACIFIC
 JG0362'RAILROAD STATION AT HAYS, THENCE 1.9 MILES WEST ALONG U.S. HIGHWAY
 JG0362'40, IN LINE WITH A ROW OF TELEPHONE POLES, 96.5 FEET NORTHEAST
 JG0362'OF THE CENTER LINE OF THE HIGHWAY, 89.8 FEET SOUTH OF MILEPOST
 JG0362'292, 47 FEET NORTHWEST OF A TELEPHONE POLE, 41.4 FEET SOUTHWEST
 JG0362'OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD, 7.1 FEET
 JG0362'NORTHEAST OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET
 JG0362'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 JG0362'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0331 ***********************************************************************
 JG0331  DESIGNATION -  L 304
 JG0331  PID         -  JG0331
 JG0331  STATE/COUNTY-  KS/ELLIS
 JG0331  USGS QUAD   -  GORHAM (1967)
 JG0331
 JG0331                         *CURRENT SURVEY CONTROL
 JG0331  ___________________________________________________________________
 JG0331* NAD 83(1986)-  38 53 20.     (N)    099 06 28.     (W)     SCALED    
 JG0331* NAVD 88     -       595.877  (meters)    1954.97   (feet)  ADJUSTED  
 JG0331  ___________________________________________________________________
 JG0331  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0331  DYNAMIC HT  -         595.445 (meters)    1953.56  (feet)  COMP
 JG0331  MODELED GRAV-     979,883.1   (mgal)                       NAVD 88
 JG0331
 JG0331  VERT ORDER  -  FIRST     CLASS II
 JG0331
 JG0331.The horizontal coordinates were scaled from a topographic map and have
 JG0331.an estimated accuracy of +/- 6 seconds.
 JG0331
 JG0331.The orthometric height was determined by differential leveling
 JG0331.and adjusted by the National Geodetic Survey in June 1991..
 JG0331
 JG0331.The geoid height was determined by GEOID03.
 JG0331
 JG0331.The dynamic height is computed by dividing the NAVD 88
 JG0331.geopotential number by the normal gravity value computed on the
 JG0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0331.degrees latitude (g = 980.6199 gals.).
 JG0331
 JG0331.The modeled gravity was interpolated from observed gravity values.
 JG0331
 JG0331;                    North         East    Units  Estimated Accuracy
 JG0331;SPC KS N     -    62,260.      303,890.      MT  (+/- 180 meters Scaled)
 JG0331
 JG0331                          SUPERSEDED SURVEY CONTROL
 JG0331
 JG0331  NGVD 29 (??/??/92)  595.637  (m)         1954.19   (f) ADJ UNCH    1 2
 JG0331
 JG0331.Superseded values are not recommended for survey control.
 JG0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0331.See file dsdata.txt to determine how the superseded data were derived.
 JG0331
 JG0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ906044(NAD 83)
 JG0331_MARKER: DB = BENCH MARK DISK
 JG0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0331_STAMPING: L 304 1953
 JG0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0331+STABILITY: SURFACE MOTION
 JG0331
 JG0331  HISTORY     - Date     Condition        Report By
 JG0331  HISTORY     - 1953     MONUMENTED       CGS
 JG0331
 JG0331                          STATION DESCRIPTION
 JG0331
 JG0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0331'4.4 MI NE FROM VICTORIA.
 JG0331'2.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0331'RAILROAD STATION AT VICTORIA, THENCE 2.1 MILES NORTH ALONG AN
 JG0331'OILED ROAD, THENCE 0.35 MILE EAST ALONG AN OILED ROAD, 184 FEET
 JG0331'WEST OF THE WEST EDGE OF A CONCRETE RUNWAY, 54 FEET NORTH OF THE
 JG0331'NORTH EDGE OF A CONCRETE APRON, 25.5 FEET EAST OF THE EAST EDGE
 JG0331'OF A CONCRETE APRON, 6.2 FEET EAST OF THE SOUTHEAST CORNER OF THE
 JG0331'SOUTH HANGAR, 1.6 FEET SOUTHWEST OF A WITNESS POST, AT THE VICTORIA
 JG0331'AIRPORT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 JG0331'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0220 ***********************************************************************
 JG0220  DESIGNATION -  L 305
 JG0220  PID         -  JG0220
 JG0220  STATE/COUNTY-  KS/RUSSELL
 JG0220  USGS QUAD   -  DORRANCE (1979)
 JG0220
 JG0220                         *CURRENT SURVEY CONTROL
 JG0220  ___________________________________________________________________
 JG0220* NAD 83(1986)-  38 51 03.     (N)    098 36 38.     (W)     SCALED    
 JG0220* NAVD 88     -       535.286  (meters)    1756.18   (feet)  ADJUSTED  
 JG0220  ___________________________________________________________________
 JG0220  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 JG0220  DYNAMIC HT  -         534.913 (meters)    1754.96  (feet)  COMP
 JG0220  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 JG0220
 JG0220  VERT ORDER  -  FIRST     CLASS II
 JG0220
 JG0220.The horizontal coordinates were scaled from a topographic map and have
 JG0220.an estimated accuracy of +/- 6 seconds.
 JG0220
 JG0220.The orthometric height was determined by differential leveling
 JG0220.and adjusted by the National Geodetic Survey in June 1991..
 JG0220
 JG0220.The geoid height was determined by GEOID03.
 JG0220
 JG0220.The dynamic height is computed by dividing the NAVD 88
 JG0220.geopotential number by the normal gravity value computed on the
 JG0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0220.degrees latitude (g = 980.6199 gals.).
 JG0220
 JG0220.The modeled gravity was interpolated from observed gravity values.
 JG0220
 JG0220;                    North         East    Units  Estimated Accuracy
 JG0220;SPC KS N     -    57,630.      347,000.      MT  (+/- 180 meters Scaled)
 JG0220
 JG0220                          SUPERSEDED SURVEY CONTROL
 JG0220
 JG0220  NGVD 29 (??/??/92)  535.100  (m)         1755.57   (f) ADJ UNCH    1 2
 JG0220
 JG0220.Superseded values are not recommended for survey control.
 JG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0220.See file dsdata.txt to determine how the superseded data were derived.
 JG0220
 JG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ337002(NAD 83)
 JG0220_MARKER: DB = BENCH MARK DISK
 JG0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0220_STAMPING: L 305 1953
 JG0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0220+STABILITY: SURFACE MOTION
 JG0220
 JG0220  HISTORY     - Date     Condition        Report By
 JG0220  HISTORY     - 1953     MONUMENTED       CGS
 JG0220
 JG0220                          STATION DESCRIPTION
 JG0220
 JG0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0220'1.2 MI W FROM DORRANCE.
 JG0220'1.15 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0220'AT DORRANCE, 0.25 MILE EAST OF A ROAD CROSSING, 90.5 FEET NORTH
 JG0220'OF THE CENTER LINE OF U.S. HIGHWAY 40, 47.5 FEET SOUTH OF THE
 JG0220'SOUTH RAIL, 196.5 FEET NORTHEAST OF THE EAST END OF THE NORTH
 JG0220'HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, 7.6 FEET
 JG0220'SOUTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, 1.4 FEET
 JG0220'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JG0220'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0041 ***********************************************************************
 HG0041  DESIGNATION -  L 307
 HG0041  PID         -  HG0041
 HG0041  STATE/COUNTY-  KS/KINGMAN
 HG0041  USGS QUAD   -  CLEVELAND (1967)
 HG0041
 HG0041                         *CURRENT SURVEY CONTROL
 HG0041  ___________________________________________________________________
 HG0041* NAD 83(1986)-  37 35 48.     (N)    098 07 58.     (W)     SCALED    
 HG0041* NAVD 88     -       502.167  (meters)    1647.53   (feet)  POSTED    
 HG0041  ___________________________________________________________________
 HG0041  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HG0041  DYNAMIC HT  -         501.750 (meters)    1646.16  (feet)  COMP
 HG0041  MODELED GRAV-     979,784.3   (mgal)                       NAVD 88
 HG0041
 HG0041  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HG0041
 HG0041.The horizontal coordinates were scaled from a topographic map and have
 HG0041.an estimated accuracy of +/- 6 seconds.
 HG0041
 HG0041.The orthometric height was determined by differential leveling
 HG0041.and adjusted by the National Geodetic Survey in 1992..
 HG0041.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HG0041.rate of 1.1 thru 2.0 mm/km.
 HG0041
 HG0041.The geoid height was determined by GEOID03.
 HG0041
 HG0041.The dynamic height is computed by dividing the NAVD 88
 HG0041.geopotential number by the normal gravity value computed on the
 HG0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0041.degrees latitude (g = 980.6199 gals.).
 HG0041
 HG0041.The modeled gravity was interpolated from observed gravity values.
 HG0041
 HG0041;                    North         East    Units  Estimated Accuracy
 HG0041;SPC KS S     -   503,280.      432,430.      MT  (+/- 180 meters Scaled)
 HG0041
 HG0041                          SUPERSEDED SURVEY CONTROL
 HG0041
 HG0041  NGVD 29 (??/??/92)  501.990  (m)         1646.95   (f) ADJ UNCH    1 2
 HG0041
 HG0041.Superseded values are not recommended for survey control.
 HG0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0041.See file dsdata.txt to determine how the superseded data were derived.
 HG0041
 HG0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG765614(NAD 83)
 HG0041_MARKER: DB = BENCH MARK DISK
 HG0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0041_STAMPING: L 307 1953
 HG0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0041+STABILITY: SURFACE MOTION
 HG0041
 HG0041  HISTORY     - Date     Condition        Report By
 HG0041  HISTORY     - 1953     MONUMENTED       CGS
 HG0041  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0041
 HG0041                          STATION DESCRIPTION
 HG0041
 HG0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0041'4.2 MI S FROM KINGMAN.
 HG0041'4.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0041'FROM THE STATION AT KINGMAN, 103 FEET NORTHEAST OF MILEPOST 368
 HG0041'44.3 FEET EAST OF THE EAST RAIL, 9 FEET NORTH OF A FENCE CORNER,
 HG0041'3 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN
 HG0041'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 HG0041
 HG0041                          STATION RECOVERY (1986)
 HG0041
 HG0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0041'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0929 ***********************************************************************
 HF0929  DESIGNATION -  L 308
 HF0929  PID         -  HF0929
 HF0929  STATE/COUNTY-  KS/RENO
 HF0929  USGS QUAD   -  HAVEN (1961)
 HF0929
 HF0929                         *CURRENT SURVEY CONTROL
 HF0929  ___________________________________________________________________
 HF0929* NAD 83(1986)-  37 54 10.     (N)    097 47 35.     (W)     SCALED    
 HF0929* NAVD 88     -       453.687  (meters)    1488.47   (feet)  ADJUSTED  
 HF0929  ___________________________________________________________________
 HF0929  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 HF0929  DYNAMIC HT  -         453.338 (meters)    1487.33  (feet)  COMP
 HF0929  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 HF0929
 HF0929  VERT ORDER  -  SECOND    CLASS 0
 HF0929
 HF0929.The horizontal coordinates were scaled from a topographic map and have
 HF0929.an estimated accuracy of +/- 6 seconds.
 HF0929
 HF0929.The orthometric height was determined by differential leveling
 HF0929.and adjusted by the National Geodetic Survey in June 1991..
 HF0929
 HF0929.The geoid height was determined by GEOID03.
 HF0929
 HF0929.The dynamic height is computed by dividing the NAVD 88
 HF0929.geopotential number by the normal gravity value computed on the
 HF0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0929.degrees latitude (g = 980.6199 gals.).
 HF0929
 HF0929.The modeled gravity was interpolated from observed gravity values.
 HF0929
 HF0929;                    North         East    Units  Estimated Accuracy
 HF0929;SPC KS S     -   537,430.      462,170.      MT  (+/- 180 meters Scaled)
 HF0929
 HF0929                          SUPERSEDED SURVEY CONTROL
 HF0929
 HF0929  NGVD 29 (??/??/92)  453.541  (m)         1487.99   (f) ADJ UNCH    2 0
 HF0929
 HF0929.Superseded values are not recommended for survey control.
 HF0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0929.See file dsdata.txt to determine how the superseded data were derived.
 HF0929
 HF0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG061957(NAD 83)
 HF0929_MARKER: DB = BENCH MARK DISK
 HF0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0929_STAMPING: L 308 1953
 HF0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0929+STABILITY: SURFACE MOTION
 HF0929
 HF0929  HISTORY     - Date     Condition        Report By
 HF0929  HISTORY     - 1953     MONUMENTED       CGS
 HF0929
 HF0929                          STATION DESCRIPTION
 HF0929
 HF0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0929'0.7 MI NW FROM HAVEN.
 HF0929'0.7 MILE NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0929'THE STATION AT HAVEN, AT A ROAD CROSSING, 3 POLES SOUTHEAST OF
 HF0929'MILEPOST 517-30, 39 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 HF0929'THE MAIN TRACK, 33 FEET WEST OF THE CENTER LINE OF A ROAD,
 HF0929'5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HF0929'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0174 ***********************************************************************
 HG0174  DESIGNATION -  L 309
 HG0174  PID         -  HG0174
 HG0174  STATE/COUNTY-  KS/HARPER
 HG0174  USGS QUAD   -  HARPER (1973)
 HG0174
 HG0174                         *CURRENT SURVEY CONTROL
 HG0174  ___________________________________________________________________
 HG0174* NAD 83(1986)-  37 16 58.     (N)    098 02 03.     (W)     SCALED    
 HG0174* NAVD 88     -       434.493  (meters)    1425.50   (feet)  ADJUSTED  
 HG0174  ___________________________________________________________________
 HG0174  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HG0174  DYNAMIC HT  -         434.130 (meters)    1424.31  (feet)  COMP
 HG0174  MODELED GRAV-     979,782.0   (mgal)                       NAVD 88
 HG0174
 HG0174  VERT ORDER  -  FIRST     CLASS II
 HG0174
 HG0174.The horizontal coordinates were scaled from a topographic map and have
 HG0174.an estimated accuracy of +/- 6 seconds.
 HG0174
 HG0174.The orthometric height was determined by differential leveling
 HG0174.and adjusted by the National Geodetic Survey in June 1991..
 HG0174
 HG0174.The geoid height was determined by GEOID03.
 HG0174
 HG0174.The dynamic height is computed by dividing the NAVD 88
 HG0174.geopotential number by the normal gravity value computed on the
 HG0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0174.degrees latitude (g = 980.6199 gals.).
 HG0174
 HG0174.The modeled gravity was interpolated from observed gravity values.
 HG0174
 HG0174;                    North         East    Units  Estimated Accuracy
 HG0174;SPC KS S     -   468,480.      441,310.      MT  (+/- 180 meters Scaled)
 HG0174
 HG0174                          SUPERSEDED SURVEY CONTROL
 HG0174
 HG0174  NGVD 29 (??/??/92)  434.361  (m)         1425.07   (f) ADJ UNCH    1 2
 HG0174
 HG0174.Superseded values are not recommended for survey control.
 HG0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0174.See file dsdata.txt to determine how the superseded data were derived.
 HG0174
 HG0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG856266(NAD 83)
 HG0174_MARKER: DB = BENCH MARK DISK
 HG0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0174_SP_SET: CONCRETE POST
 HG0174_STAMPING: L 309 1953
 HG0174_MARK LOGO: CGS   
 HG0174_PROJECTION: FLUSH
 HG0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0174+STABILITY: SURFACE MOTION
 HG0174
 HG0174  HISTORY     - Date     Condition        Report By
 HG0174  HISTORY     - 1953     MONUMENTED       CGS
 HG0174  HISTORY     - 1985     GOOD             NGS
 HG0174  HISTORY     - 19890626 GOOD             USPSQD
 HG0174  HISTORY     - 19890626 GOOD             KSDT
 HG0174
 HG0174                          STATION DESCRIPTION
 HG0174
 HG0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0174'0.5 MI S FROM HARPER.
 HG0174'0.5 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0174'FROM ITS CROSSING WITH THE EAST AND WEST MAIN LINE AT HARPER,
 HG0174'AT THE CROSSING OF U.S. HIGHWAY 160, 57 FEET SOUTH OF THE
 HG0174'CENTER LINE OF THE HIGHWAY, 45 FEET EAST OF THE EAST RAIL,
 HG0174'2 FEET WEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN
 HG0174'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 HG0174'GROUND.
 HG0174
 HG0174                          STATION RECOVERY (1985)
 HG0174
 HG0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0174'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.24 KM (0.15
 HG0174'MI) SOUTH ALONG CENTRAL STREET FROM THE POST OFFICE IN HARPER, THENCE
 HG0174'1.3 KM (0.8 MI) WEST ALONG MAIN STREET, THENCE 0.40 KM (0.25 MI) SOUTH
 HG0174'ALONG STATE ROUTE 14, THENCE 0.40 KM (0.25 MI) EAST ALONG US HIGHWAY
 HG0174'160, AT THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 HG0174'19.7 METERS (64.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.91 METER (3
 HG0174'FT) WEST OF A FENCE, 13.7 METERS (45 FT) EAST OF THE EAST RAIL AND 4.3
 HG0174'METERS (14 FT) SOUTH-SOUTHEAST OF A TRIPLE GUYED POWER POLE.
 HG0174'THE MARK IS 0.31 METERS  N FROM  A WITNESS POST
 HG0174'THE MARK IS 0.3 M BELOW THE TRACKS.
 HG0174
 HG0174                          STATION RECOVERY (1989)
 HG0174
 HG0174'RECOVERY NOTE BY US POWER SQUADRON 1989 (CA)
 HG0174'RECOVERED IN GOOD CONDITION.
 HG0174
 HG0174                          STATION RECOVERY (1989)
 HG0174
 HG0174'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (CHA)
 HG0174'RECOVERED AS PREVIOUSLY DESCRIBED. OWNERSHIP--A.T.S.F. RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0870 ***********************************************************************
 JF0870  DESIGNATION -  L 31
 JF0870  PID         -  JF0870
 JF0870  STATE/COUNTY-  KS/MCPHERSON
 JF0870  USGS QUAD   -  CANTON (1985)
 JF0870
 JF0870                         *CURRENT SURVEY CONTROL
 JF0870  ___________________________________________________________________
 JF0870* NAD 83(1986)-  38 23 02.     (N)    097 30 00.     (W)     SCALED    
 JF0870* NAVD 88     -       474.133  (meters)    1555.55   (feet)  ADJUSTED  
 JF0870  ___________________________________________________________________
 JF0870  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 JF0870  DYNAMIC HT  -         473.783 (meters)    1554.40  (feet)  COMP
 JF0870  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 JF0870
 JF0870  VERT ORDER  -  SECOND    CLASS 0
 JF0870
 JF0870.The horizontal coordinates were scaled from a topographic map and have
 JF0870.an estimated accuracy of +/- 6 seconds.
 JF0870
 JF0870.The orthometric height was determined by differential leveling
 JF0870.and adjusted by the National Geodetic Survey in June 1991..
 JF0870
 JF0870.The geoid height was determined by GEOID03.
 JF0870
 JF0870.The dynamic height is computed by dividing the NAVD 88
 JF0870.geopotential number by the normal gravity value computed on the
 JF0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0870.degrees latitude (g = 980.6199 gals.).
 JF0870
 JF0870.The modeled gravity was interpolated from observed gravity values.
 JF0870
 JF0870;                    North         East    Units  Estimated Accuracy
 JF0870;SPC KS S     -   591,060.      487,370.      MT  (+/- 180 meters Scaled)
 JF0870
 JF0870                          SUPERSEDED SURVEY CONTROL
 JF0870
 JF0870  NGVD 29 (??/??/92)  473.949  (m)         1554.95   (f) ADJ UNCH    2 0
 JF0870
 JF0870.Superseded values are not recommended for survey control.
 JF0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0870.See file dsdata.txt to determine how the superseded data were derived.
 JF0870
 JF0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH310494(NAD 83)
 JF0870_MARKER: DB = BENCH MARK DISK
 JF0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0870+STABILITY: SURFACE MOTION
 JF0870
 JF0870  HISTORY     - Date     Condition        Report By
 JF0870  HISTORY     - UNK      MONUMENTED       CGS
 JF0870  HISTORY     - 1934     GOOD             NGS
 JF0870
 JF0870                          STATION DESCRIPTION
 JF0870
 JF0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0870'2 MI E FROM GALVA.
 JF0870'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO IN THE WEST
 JF0870'SIDE OF SECTION 24 R 2 W T 19 S.  47 FT. SOUTH OF THE CENTER LINE
 JF0870'OF THE TRACK.  31 FT. EAST OF THE CENTER OF SECTION LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0205 ***********************************************************************
 HG0205  DESIGNATION -  L 310
 HG0205  PID         -  HG0205
 HG0205  STATE/COUNTY-  KS/HARPER
 HG0205  USGS QUAD   -  SPRING (1972)
 HG0205
 HG0205                         *CURRENT SURVEY CONTROL
 HG0205  ___________________________________________________________________
 HG0205* NAD 83(1986)-  37 04 46.     (N)    098 02 51.     (W)     SCALED    
 HG0205* NAVD 88     -       412.981  (meters)    1354.92   (feet)  ADJUSTED  
 HG0205  ___________________________________________________________________
 HG0205  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HG0205  DYNAMIC HT  -         412.634 (meters)    1353.78  (feet)  COMP
 HG0205  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 HG0205
 HG0205  VERT ORDER  -  FIRST     CLASS II
 HG0205
 HG0205.The horizontal coordinates were scaled from a topographic map and have
 HG0205.an estimated accuracy of +/- 6 seconds.
 HG0205
 HG0205.The orthometric height was determined by differential leveling
 HG0205.and adjusted by the National Geodetic Survey in June 1991..
 HG0205
 HG0205.The geoid height was determined by GEOID03.
 HG0205
 HG0205.The dynamic height is computed by dividing the NAVD 88
 HG0205.geopotential number by the normal gravity value computed on the
 HG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0205.degrees latitude (g = 980.6199 gals.).
 HG0205
 HG0205.The modeled gravity was interpolated from observed gravity values.
 HG0205
 HG0205;                    North         East    Units  Estimated Accuracy
 HG0205;SPC KS S     -   445,910.      440,240.      MT  (+/- 180 meters Scaled)
 HG0205
 HG0205                          SUPERSEDED SURVEY CONTROL
 HG0205
 HG0205  NGVD 29 (??/??/92)  412.849  (m)         1354.49   (f) ADJ UNCH    1 2
 HG0205
 HG0205.Superseded values are not recommended for survey control.
 HG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0205.See file dsdata.txt to determine how the superseded data were derived.
 HG0205
 HG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG846041(NAD 83)
 HG0205_MARKER: DB = BENCH MARK DISK
 HG0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0205_STAMPING: L 310 1953
 HG0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0205+STABILITY: SURFACE MOTION
 HG0205
 HG0205  HISTORY     - Date     Condition        Report By
 HG0205  HISTORY     - 1953     MONUMENTED       CGS
 HG0205  HISTORY     - 1985     MARK NOT FOUND   NGS
 HG0205
 HG0205                          STATION DESCRIPTION
 HG0205
 HG0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0205'5 MI S FROM ANTHONY.
 HG0205'5.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0205'FROM THE STATION AT ANTHONY, 46 FEET WEST OF THE WEST RAIL, 18
 HG0205'FEET NORTH OF AN EAST AND WEST FENCE, 1.7 FEET EAST OF A FENCE,
 HG0205'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HG0205'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0205
 HG0205                          STATION RECOVERY (1985)
 HG0205
 HG0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0205'NOT RECOVERED.  INACCESSABLE BY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0994 ***********************************************************************
 HF0994  DESIGNATION -  L 311
 HF0994  PID         -  HF0994
 HF0994  STATE/COUNTY-  KS/KINGMAN
 HF0994  USGS QUAD   -  MURDOCK (1965)
 HF0994
 HF0994                         *CURRENT SURVEY CONTROL
 HF0994  ___________________________________________________________________
 HF0994* NAD 83(1986)-  37 36 11.     (N)    097 58 20.     (W)     SCALED    
 HF0994* NAVD 88     -       439.442  (meters)    1441.74   (feet)  ADJUSTED  
 HF0994  ___________________________________________________________________
 HF0994  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HF0994  DYNAMIC HT  -         439.085 (meters)    1440.56  (feet)  COMP
 HF0994  MODELED GRAV-     979,804.3   (mgal)                       NAVD 88
 HF0994
 HF0994  VERT ORDER  -  SECOND    CLASS 0
 HF0994
 HF0994.The horizontal coordinates were scaled from a topographic map and have
 HF0994.an estimated accuracy of +/- 6 seconds.
 HF0994
 HF0994.The orthometric height was determined by differential leveling
 HF0994.and adjusted by the National Geodetic Survey in June 1991..
 HF0994
 HF0994.The geoid height was determined by GEOID03.
 HF0994
 HF0994.The dynamic height is computed by dividing the NAVD 88
 HF0994.geopotential number by the normal gravity value computed on the
 HF0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0994.degrees latitude (g = 980.6199 gals.).
 HF0994
 HF0994.The modeled gravity was interpolated from observed gravity values.
 HF0994
 HF0994;                    North         East    Units  Estimated Accuracy
 HF0994;SPC KS S     -   504,060.      446,600.      MT  (+/- 180 meters Scaled)
 HF0994
 HF0994                          SUPERSEDED SURVEY CONTROL
 HF0994
 HF0994  NGVD 29 (??/??/92)  439.292  (m)         1441.24   (f) ADJ UNCH    2 0
 HF0994
 HF0994.Superseded values are not recommended for survey control.
 HF0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0994.See file dsdata.txt to determine how the superseded data were derived.
 HF0994
 HF0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG907622(NAD 83)
 HF0994_MARKER: DB = BENCH MARK DISK
 HF0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0994_STAMPING: L 311 1956
 HF0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0994+STABILITY: SURFACE MOTION
 HF0994
 HF0994  HISTORY     - Date     Condition        Report By
 HF0994  HISTORY     - 1956     MONUMENTED       CGS
 HF0994
 HF0994                          STATION DESCRIPTION
 HF0994
 HF0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0994'10.2 MI SE FROM KINGMAN.
 HF0994'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA AND
 HF0994'SANTA FE RAILROAD STATION AT KINGMAN, THENCE 5.75 MILES EAST ALONG
 HF0994'A GRADED DIRT ROAD, THENCE 1.9 MILES SOUTH ALONG A GRADED DIRT ROAD,
 HF0994'THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, 50 FEET SOUTH OF
 HF0994'THE SOUTHEAST CORNER OF A WOODEN BRIDGE OVER THE SOUTH FORK OF THE
 HF0994'NINNESCAH RIVER, 17 FEET EAST OF THE CENTER LINE OF A NORTH AND
 HF0994'SOUTH ROAD, ON THE EXTENDED CENTER LINE OF A ROAD LEADING WEST,
 HF0994'1.4 FEET EAST OF A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET
 HF0994'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 HF0994'GROUND, IN THE NORTHEAST 1/4 OF SECTION 21, TOWNSHIP 29 SOUTH,
 HF0994'RANGE 6 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0958 ***********************************************************************
 HF0958  DESIGNATION -  L 312
 HF0958  PID         -  HF0958
 HF0958  STATE/COUNTY-  KS/SEDGWICK
 HF0958  USGS QUAD   -  LAKE AFTON (1980)
 HF0958
 HF0958                         *CURRENT SURVEY CONTROL
 HF0958  ___________________________________________________________________
 HF0958* NAD 83(1986)-  37 34 25.     (N)    097 44 07.     (W)     SCALED    
 HF0958* NAVD 88     -       403.823  (meters)    1324.88   (feet)  ADJUSTED  
 HF0958  ___________________________________________________________________
 HF0958  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HF0958  DYNAMIC HT  -         403.494 (meters)    1323.80  (feet)  COMP
 HF0958  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 HF0958
 HF0958  VERT ORDER  -  SECOND    CLASS 0
 HF0958
 HF0958.The horizontal coordinates were scaled from a topographic map and have
 HF0958.an estimated accuracy of +/- 6 seconds.
 HF0958
 HF0958.The orthometric height was determined by differential leveling
 HF0958.and adjusted by the National Geodetic Survey in June 1991..
 HF0958
 HF0958.The geoid height was determined by GEOID03.
 HF0958
 HF0958.The dynamic height is computed by dividing the NAVD 88
 HF0958.geopotential number by the normal gravity value computed on the
 HF0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0958.degrees latitude (g = 980.6199 gals.).
 HF0958
 HF0958.The modeled gravity was interpolated from observed gravity values.
 HF0958
 HF0958;                    North         East    Units  Estimated Accuracy
 HF0958;SPC KS S     -   500,930.      467,550.      MT  (+/- 180 meters Scaled)
 HF0958
 HF0958                          SUPERSEDED SURVEY CONTROL
 HF0958
 HF0958  NGVD 29 (??/??/92)  403.683  (m)         1324.42   (f) ADJ UNCH    2 0
 HF0958
 HF0958.Superseded values are not recommended for survey control.
 HF0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0958.See file dsdata.txt to determine how the superseded data were derived.
 HF0958
 HF0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG116592(NAD 83)
 HF0958_MARKER: DB = BENCH MARK DISK
 HF0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0958_STAMPING: L 312 1956
 HF0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0958+STABILITY: SURFACE MOTION
 HF0958
 HF0958  HISTORY     - Date     Condition        Report By
 HF0958  HISTORY     - 1956     MONUMENTED       CGS
 HF0958
 HF0958                          STATION DESCRIPTION
 HF0958
 HF0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0958'6 MI SE FROM CHENEY.
 HF0958'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0958'FROM THE STATION AT CHENEY, THENCE 0.6 MILE SOUTH ALONG A GRADED
 HF0958'DIRT ROAD, THENCE 3.0 MILES SOUTH ALONG AN OILED ROAD, THENCE
 HF0958'2.0 MILES EAST ALONG A GRADED DIRT ROAD, 136 FEET WEST OF THE
 HF0958'CENTER LINE OF A NORTH AND SOUTH ROAD, 105 FEET WEST OF A POWER
 HF0958'POLE, 23 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD
 HF0958'1.4 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET
 HF0958'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 HF0958'GROUND, IN THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 28 SOUTH,
 HF0958'RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1011 ***********************************************************************
 HF1011  DESIGNATION -  L 313
 HF1011  PID         -  HF1011
 HF1011  STATE/COUNTY-  KS/SEDGWICK
 HF1011  USGS QUAD   -  GARDEN PLAIN (1982)
 HF1011
 HF1011                         *CURRENT SURVEY CONTROL
 HF1011  ___________________________________________________________________
 HF1011* NAD 83(1986)-  37 43 13.     (N)    097 43 01.     (W)     SCALED    
 HF1011* NAVD 88     -       450.080  (meters)    1476.64   (feet)  ADJUSTED  
 HF1011  ___________________________________________________________________
 HF1011  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 HF1011  DYNAMIC HT  -         449.717 (meters)    1475.45  (feet)  COMP
 HF1011  MODELED GRAV-     979,810.1   (mgal)                       NAVD 88
 HF1011
 HF1011  VERT ORDER  -  SECOND    CLASS 0
 HF1011
 HF1011.The horizontal coordinates were scaled from a topographic map and have
 HF1011.an estimated accuracy of +/- 6 seconds.
 HF1011
 HF1011.The orthometric height was determined by differential leveling
 HF1011.and adjusted by the National Geodetic Survey in June 1991..
 HF1011
 HF1011.The geoid height was determined by GEOID03.
 HF1011
 HF1011.The dynamic height is computed by dividing the NAVD 88
 HF1011.geopotential number by the normal gravity value computed on the
 HF1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1011.degrees latitude (g = 980.6199 gals.).
 HF1011
 HF1011.The modeled gravity was interpolated from observed gravity values.
 HF1011
 HF1011;                    North         East    Units  Estimated Accuracy
 HF1011;SPC KS S     -   517,220.      469,030.      MT  (+/- 180 meters Scaled)
 HF1011
 HF1011                          SUPERSEDED SURVEY CONTROL
 HF1011
 HF1011  NGVD 29 (??/??/92)  449.931  (m)         1476.15   (f) ADJ UNCH    2 0
 HF1011
 HF1011.Superseded values are not recommended for survey control.
 HF1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1011.See file dsdata.txt to determine how the superseded data were derived.
 HF1011
 HF1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG130755(NAD 83)
 HF1011_MARKER: DB = BENCH MARK DISK
 HF1011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF1011_SP_SET: CULVERT
 HF1011_STAMPING: L 313 1956
 HF1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1011
 HF1011  HISTORY     - Date     Condition        Report By
 HF1011  HISTORY     - 1956     MONUMENTED       CGS
 HF1011
 HF1011                          STATION DESCRIPTION
 HF1011
 HF1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1011'11.8 MI NE FROM CHENEY.
 HF1011'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1011'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A GRADED
 HF1011'DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54, THENCE 2.0
 HF1011'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.5 MILE WEST ALONG
 HF1011'A GRADED DIRT ROAD, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT
 HF1011'ROAD, THENCE 4.0 MILES EAST ALONG A GRAVELED ROAD, 78 FEET SOUTH
 HF1011'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 15 FEET WEST OF THE
 HF1011'CENTER LINE OF A NORTH AND SOUTH ROAD, 1.0 MILE WEST OF BENCH MARK
 HF1011'M 313, SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A
 HF1011'CONCRETE CULVERT, IN THE NORTHEAST 1/4 OF SECTION 11, TOWNSHIP
 HF1011'27 SOUTH, RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0836 ***********************************************************************
 HF0836  DESIGNATION -  L 314
 HF0836  PID         -  HF0836
 HF0836  STATE/COUNTY-  KS/SUMNER
 HF0836  USGS QUAD   -  CALDWELL (1971)
 HF0836
 HF0836                         *CURRENT SURVEY CONTROL
 HF0836  ___________________________________________________________________
 HF0836* NAD 83(1986)-  37 03 19.     (N)    097 34 58.     (W)     SCALED    
 HF0836* NAVD 88     -       354.438  (meters)    1162.85   (feet)  ADJUSTED  
 HF0836  ___________________________________________________________________
 HF0836  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 HF0836  DYNAMIC HT  -         354.143 (meters)    1161.88  (feet)  COMP
 HF0836  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 HF0836
 HF0836  VERT ORDER  -  SECOND    CLASS 0
 HF0836
 HF0836.The horizontal coordinates were scaled from a topographic map and have
 HF0836.an estimated accuracy of +/- 6 seconds.
 HF0836
 HF0836.The orthometric height was determined by differential leveling
 HF0836.and adjusted by the National Geodetic Survey in June 1991..
 HF0836
 HF0836.The geoid height was determined by GEOID03.
 HF0836
 HF0836.The dynamic height is computed by dividing the NAVD 88
 HF0836.geopotential number by the normal gravity value computed on the
 HF0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0836.degrees latitude (g = 980.6199 gals.).
 HF0836
 HF0836.The modeled gravity was interpolated from observed gravity values.
 HF0836
 HF0836;                    North         East    Units  Estimated Accuracy
 HF0836;SPC KS S     -   443,530.      481,590.      MT  (+/- 180 meters Scaled)
 HF0836
 HF0836                          SUPERSEDED SURVEY CONTROL
 HF0836
 HF0836  NGVD 29 (??/??/92)  354.330  (m)         1162.50   (f) ADJ UNCH    2 0
 HF0836
 HF0836.Superseded values are not recommended for survey control.
 HF0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0836.See file dsdata.txt to determine how the superseded data were derived.
 HF0836
 HF0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG260019(NAD 83)
 HF0836_MARKER: DB = BENCH MARK DISK
 HF0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0836_STAMPING: L 314 1956
 HF0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0836+STABILITY: SURFACE MOTION
 HF0836
 HF0836  HISTORY     - Date     Condition        Report By
 HF0836  HISTORY     - 1956     MONUMENTED       CGS
 HF0836
 HF0836                          STATION DESCRIPTION
 HF0836
 HF0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0836'2.7 MI NE FROM CALDWELL.
 HF0836'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0836'FROM THE STATION AT CALDWELL, THENCE 1.1 MILES EAST ALONG A GRADED
 HF0836'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD, 65
 HF0836'FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 33 FEET
 HF0836'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 2 FEET SOUTH
 HF0836'OF A WITNESS POST, AT THE EAST END OF A ROW OF CEDAR TREES, SET
 HF0836'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 HF0836'THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 25, TOWNSHIP 32 SOUTH,
 HF0836'RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1041 ***********************************************************************
 HF1041  DESIGNATION -  L 315
 HF1041  PID         -  HF1041
 HF1041  STATE/COUNTY-  KS/RENO
 HF1041  USGS QUAD   -  WATERLOO (1983)
 HF1041
 HF1041                         *CURRENT SURVEY CONTROL
 HF1041  ___________________________________________________________________
 HF1041* NAD 83(1986)-  37 44 54.     (N)    097 52 54.     (W)     SCALED    
 HF1041* NAVD 88     -       449.064  (meters)    1473.30   (feet)  ADJUSTED  
 HF1041  ___________________________________________________________________
 HF1041  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HF1041  DYNAMIC HT  -         448.709 (meters)    1472.14  (feet)  COMP
 HF1041  MODELED GRAV-     979,825.3   (mgal)                       NAVD 88
 HF1041
 HF1041  VERT ORDER  -  SECOND    CLASS 0
 HF1041
 HF1041.The horizontal coordinates were scaled from a topographic map and have
 HF1041.an estimated accuracy of +/- 6 seconds.
 HF1041
 HF1041.The orthometric height was determined by differential leveling
 HF1041.and adjusted by the National Geodetic Survey in June 1991..
 HF1041
 HF1041.The geoid height was determined by GEOID03.
 HF1041
 HF1041.The dynamic height is computed by dividing the NAVD 88
 HF1041.geopotential number by the normal gravity value computed on the
 HF1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1041.degrees latitude (g = 980.6199 gals.).
 HF1041
 HF1041.The modeled gravity was interpolated from observed gravity values.
 HF1041
 HF1041;                    North         East    Units  Estimated Accuracy
 HF1041;SPC KS S     -   520,230.      454,490.      MT  (+/- 180 meters Scaled)
 HF1041
 HF1041                          SUPERSEDED SURVEY CONTROL
 HF1041
 HF1041  NGVD 29 (??/??/92)  448.915  (m)         1472.82   (f) ADJ UNCH    2 0
 HF1041
 HF1041.Superseded values are not recommended for survey control.
 HF1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1041.See file dsdata.txt to determine how the superseded data were derived.
 HF1041
 HF1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG985784(NAD 83)
 HF1041_MARKER: DB = BENCH MARK DISK
 HF1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1041_STAMPING: L 315 1956
 HF1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1041+STABILITY: SURFACE MOTION
 HF1041
 HF1041  HISTORY     - Date     Condition        Report By
 HF1041  HISTORY     - 1956     MONUMENTED       CGS
 HF1041  HISTORY     - 1959     GOOD             USGS
 HF1041
 HF1041                          STATION DESCRIPTION
 HF1041
 HF1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1041'13.3 MI SE FROM CASTLETON.
 HF1041'1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF1041'RAILROAD FROM THE STATION AT CASTLETON, THENCE 0.9 MILE EAST
 HF1041'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 HF1041'ROAD, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 HF1041'SOUTH ALONG STATE HIGHWAY 17, THENCE 1.0 MILE EAST ALONG A
 HF1041'GRAVELED ROAD, THENCE 2.2 MILES SOUTH ALONG A GRAVELED ROAD,
 HF1041'THENCE 1.0 MILE EAST ALONG AN OILED ROAD, THENCE 3.0 MILES SOUTH
 HF1041'ALONG A GRAVELED ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED
 HF1041'ROAD, 28 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 HF1041'ROAD, 31 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 HF1041'ROAD, 4 FEET NORTHEAST OF A FENCE CORNER, 2.5 FEET EAST OF A
 HF1041'FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 HF1041'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE
 HF1041'SOUTHEAST 1/4 OF SECTION 29, TOWNSHIP 26 SOUTH, RANGE 5 WEST.
 HF1041'NOTE-- REPORTED NEAR CORNER OF SECTIONS 28/29/32/33, T26S, R5W.
 HF1041
 HF1041                          STATION RECOVERY (1959)
 HF1041
 HF1041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HF1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0560 ***********************************************************************
 HH0560  DESIGNATION -  L 32
 HH0560  PID         -  HH0560
 HH0560  STATE/COUNTY-  KS/HAMILTON
 HH0560  USGS QUAD   -  SYRACUSE EAST (1966)
 HH0560
 HH0560                         *CURRENT SURVEY CONTROL
 HH0560  ___________________________________________________________________
 HH0560* NAD 83(1986)-  37 58 21.     (N)    101 43 29.     (W)     SCALED    
 HH0560* NAVD 88     -       980.395  (meters)    3216.51   (feet)  ADJUSTED  
 HH0560  ___________________________________________________________________
 HH0560  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 HH0560  DYNAMIC HT  -         979.488 (meters)    3213.54  (feet)  COMP
 HH0560  MODELED GRAV-     979,671.1   (mgal)                       NAVD 88
 HH0560
 HH0560  VERT ORDER  -  FIRST     CLASS II
 HH0560
 HH0560.The horizontal coordinates were scaled from a topographic map and have
 HH0560.an estimated accuracy of +/- 6 seconds.
 HH0560
 HH0560.The orthometric height was determined by differential leveling
 HH0560.and adjusted by the National Geodetic Survey in June 1991..
 HH0560
 HH0560.The geoid height was determined by GEOID03.
 HH0560
 HH0560.The dynamic height is computed by dividing the NAVD 88
 HH0560.geopotential number by the normal gravity value computed on the
 HH0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0560.degrees latitude (g = 980.6199 gals.).
 HH0560
 HH0560.The modeled gravity was interpolated from observed gravity values.
 HH0560
 HH0560;                    North         East    Units  Estimated Accuracy
 HH0560;SPC KS S     -   549,830.      116,730.      MT  (+/- 180 meters Scaled)
 HH0560
 HH0560                          SUPERSEDED SURVEY CONTROL
 HH0560
 HH0560  NGVD 29 (??/??/92)  979.988  (m)         3215.18   (f) ADJ UNCH    1 2
 HH0560
 HH0560.Superseded values are not recommended for survey control.
 HH0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0560.See file dsdata.txt to determine how the superseded data were derived.
 HH0560
 HH0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH606062(NAD 83)
 HH0560_MARKER: DB = BENCH MARK DISK
 HH0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0560_STAMPING: L 32 1934
 HH0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0560+STABILITY: SURFACE MOTION
 HH0560
 HH0560  HISTORY     - Date     Condition        Report By
 HH0560  HISTORY     - 1934     MONUMENTED       CGS
 HH0560  HISTORY     - 1965     MARK NOT FOUND   USGS
 HH0560
 HH0560                          STATION DESCRIPTION
 HH0560
 HH0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0560'1.6 MI E FROM SYRACUSE.
 HH0560'ABOUT 1.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0560'RAILWAY FROM THE STATION AT SYRACUSE, HAMILTON COUNTY, AT
 HH0560'MILEAGE 452.20, 22 FEET WEST OF THE CENTER OF A PRIVATE-ROAD
 HH0560'CROSSING, 47 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 39
 HH0560'FEET SOUTH OF U.S. HIGHWAY 50.  A STANDARD DISK, STAMPED L 32
 HH0560'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0560
 HH0560                          STATION RECOVERY (1965)
 HH0560
 HH0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HH0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0936 ***********************************************************************
 JE0936  DESIGNATION -  L 324
 JE0936  PID         -  JE0936
 JE0936  STATE/COUNTY-  KS/DOUGLAS
 JE0936  USGS QUAD   -  LONE STAR (1978)
 JE0936
 JE0936                         *CURRENT SURVEY CONTROL
 JE0936  ___________________________________________________________________
 JE0936* NAD 83(1986)-  38 46 03.     (N)    095 20 20.     (W)     SCALED    
 JE0936* NAVD 88     -       322.009  (meters)    1056.46   (feet)  ADJUSTED  
 JE0936  ___________________________________________________________________
 JE0936  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JE0936  DYNAMIC HT  -         321.791 (meters)    1055.74  (feet)  COMP
 JE0936  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 JE0936
 JE0936  VERT ORDER  -  SECOND    CLASS 0
 JE0936
 JE0936.The horizontal coordinates were scaled from a topographic map and have
 JE0936.an estimated accuracy of +/- 6 seconds.
 JE0936
 JE0936.The orthometric height was determined by differential leveling
 JE0936.and adjusted by the National Geodetic Survey in June 1991..
 JE0936
 JE0936.The geoid height was determined by GEOID03.
 JE0936
 JE0936.The dynamic height is computed by dividing the NAVD 88
 JE0936.geopotential number by the normal gravity value computed on the
 JE0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0936.degrees latitude (g = 980.6199 gals.).
 JE0936
 JE0936.The modeled gravity was interpolated from observed gravity values.
 JE0936
 JE0936;                    North         East    Units  Estimated Accuracy
 JE0936;SPC KS N     -    51,600.      631,240.      MT  (+/- 180 meters Scaled)
 JE0936
 JE0936                          SUPERSEDED SURVEY CONTROL
 JE0936
 JE0936  NGVD 29 (??/??/92)  321.892  (m)         1056.07   (f) ADJ UNCH    2 0
 JE0936
 JE0936.Superseded values are not recommended for survey control.
 JE0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0936.See file dsdata.txt to determine how the superseded data were derived.
 JE0936
 JE0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC967935(NAD 83)
 JE0936_MARKER: DB = BENCH MARK DISK
 JE0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0936_SP_SET: CULVERT
 JE0936_STAMPING: L 324 1960
 JE0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0936+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 JE0936
 JE0936  HISTORY     - Date     Condition        Report By
 JE0936  HISTORY     - 1960     MONUMENTED       CGS
 JE0936  HISTORY     - 20050922 GOOD             GEOCAC
 JE0936
 JE0936                          STATION DESCRIPTION
 JE0936
 JE0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE0936'7.4 MI W FROM BALDWIN.
 JE0936'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0936'RAILWAY FROM THE STATION AT BALDWIN, THENCE 6.7 MILES WEST ALONG
 JE0936'GRAVELED ROAD, CEMENTED IN THE CENTER OF THE SOUTH HEADWALL OF A
 JE0936'LARGE CONCRETE CULVERT, 10 FEET SOUTH OF THE CENTER OF THE ROAD
 JE0936'AND 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 JE0936
 JE0936                          STATION RECOVERY (2005)
 JE0936
 JE0936'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0936'12.9 KM WEST FROM BALDWIN CITY ALONG US HWY 56, THENCE 1.6 KM SOUTH
 JE0936'ALONG E 900 RD, THENCE 0.4 KM WEST ALONG N 200 RD AND THE STATION ON
 JE0936'THE LEFT. 3.0 M (10 FT) SOUTH OF THE CENTER OF THE ROAD, CEMENTED IN
 JE0936'THE TOP CENTER OF THE SOUTH HEADWALL OF A LARGE CONCRETE CULVERT, AND
 JE0936'0.3 M (1 FT) ABOVE THE LEVEL OF THE ROAD.
 JE0936' 
 JE0936'HANDHELD GPS COORDINATES (NAD 83) N38 46 04.0 W95 20 20.6
 JE0936' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0819 ***********************************************************************
 KE0819  DESIGNATION -  L 325
 KE0819  PID         -  KE0819
 KE0819  STATE/COUNTY-  KS/JACKSON
 KE0819  USGS QUAD   -  ROSSVILLE (1982)
 KE0819
 KE0819                         *CURRENT SURVEY CONTROL
 KE0819  ___________________________________________________________________
 KE0819* NAD 83(1986)-  39 13 50.     (N)    095 55 26.     (W)     SCALED    
 KE0819* NAVD 88     -       313.836  (meters)    1029.64   (feet)  ADJUSTED  
 KE0819  ___________________________________________________________________
 KE0819  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KE0819  DYNAMIC HT  -         313.637 (meters)    1028.99  (feet)  COMP
 KE0819  MODELED GRAV-     979,987.5   (mgal)                       NAVD 88
 KE0819
 KE0819  VERT ORDER  -  SECOND    CLASS 0
 KE0819
 KE0819.The horizontal coordinates were scaled from a topographic map and have
 KE0819.an estimated accuracy of +/- 6 seconds.
 KE0819
 KE0819.The orthometric height was determined by differential leveling
 KE0819.and adjusted by the National Geodetic Survey in June 1991..
 KE0819
 KE0819.The geoid height was determined by GEOID03.
 KE0819
 KE0819.The dynamic height is computed by dividing the NAVD 88
 KE0819.geopotential number by the normal gravity value computed on the
 KE0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0819.degrees latitude (g = 980.6199 gals.).
 KE0819
 KE0819.The modeled gravity was interpolated from observed gravity values.
 KE0819
 KE0819;                    North         East    Units  Estimated Accuracy
 KE0819;SPC KS N     -   101,660.      579,240.      MT  (+/- 180 meters Scaled)
 KE0819
 KE0819                          SUPERSEDED SURVEY CONTROL
 KE0819
 KE0819  NGVD 29 (??/??/92)  313.739  (m)         1029.33   (f) ADJ UNCH    2 0
 KE0819
 KE0819.Superseded values are not recommended for survey control.
 KE0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0819.See file dsdata.txt to determine how the superseded data were derived.
 KE0819
 KE0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD476464(NAD 83)
 KE0819_MARKER: DB = BENCH MARK DISK
 KE0819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0819_SP_SET: FOUNDATION
 KE0819_STAMPING: L 325 1960
 KE0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0819
 KE0819  HISTORY     - Date     Condition        Report By
 KE0819  HISTORY     - 1960     MONUMENTED       CGS
 KE0819  HISTORY     - 1961     GOOD             NGS
 KE0819
 KE0819                          STATION DESCRIPTION
 KE0819
 KE0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE0819'2 MI E FROM DELIA.
 KE0819'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE RAILROAD DEPOT AT
 KE0819'DELIA, THENCE 2.0 MILES EAST ALONG THE ROAD THENCE 0.5 MILE SOUTH
 KE0819'ALONG A GRAVELED ROAD, 65 FEET WEST OF T-ROAD JUNCTION, 23 FEET
 KE0819'SOUTH OF THE CENTER OF THE ROAD, 7 FEET SOUTH OF THE WITNESS
 KE0819'POST, CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 KE0819'FOUNDATION OF A WATER WELL, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1461 ***********************************************************************
 JE1461  DESIGNATION -  L 326
 JE1461  PID         -  JE1461
 JE1461  STATE/COUNTY-  KS/LYON
 JE1461  USGS QUAD   -  LEBO NW (1983)
 JE1461
 JE1461                         *CURRENT SURVEY CONTROL
 JE1461  ___________________________________________________________________
 JE1461* NAD 83(1986)-  38 24 44.     (N)    095 59 37.     (W)     SCALED    
 JE1461* NAVD 88     -       336.887  (meters)    1105.27   (feet)  ADJUSTED  
 JE1461  ___________________________________________________________________
 JE1461  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JE1461  DYNAMIC HT  -         336.643 (meters)    1104.47  (feet)  COMP
 JE1461  MODELED GRAV-     979,893.7   (mgal)                       NAVD 88
 JE1461
 JE1461  VERT ORDER  -  SECOND    CLASS 0
 JE1461
 JE1461.The horizontal coordinates were scaled from a topographic map and have
 JE1461.an estimated accuracy of +/- 6 seconds.
 JE1461
 JE1461.The orthometric height was determined by differential leveling
 JE1461.and adjusted by the National Geodetic Survey in June 1991..
 JE1461
 JE1461.The geoid height was determined by GEOID03.
 JE1461
 JE1461.The dynamic height is computed by dividing the NAVD 88
 JE1461.geopotential number by the normal gravity value computed on the
 JE1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1461.degrees latitude (g = 980.6199 gals.).
 JE1461
 JE1461.The modeled gravity was interpolated from observed gravity values.
 JE1461
 JE1461;                    North         East    Units  Estimated Accuracy
 JE1461;SPC KS S     -   596,680.      618,870.      MT  (+/- 180 meters Scaled)
 JE1461
 JE1461                          SUPERSEDED SURVEY CONTROL
 JE1461
 JE1461  NGVD 29 (??/??/92)  336.737  (m)         1104.78   (f) ADJ UNCH    2 0
 JE1461
 JE1461.Superseded values are not recommended for survey control.
 JE1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1461.See file dsdata.txt to determine how the superseded data were derived.
 JE1461
 JE1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC386557(NAD 83)
 JE1461_MARKER: DD = SURVEY DISK
 JE1461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1461_SP_SET: SIDEWALK
 JE1461_STAMPING: L 326 1974
 JE1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1461
 JE1461  HISTORY     - Date     Condition        Report By
 JE1461  HISTORY     - 1974     MONUMENTED       LOCENG
 JE1461  HISTORY     - 1974     GOOD             NGS
 JE1461
 JE1461                          STATION DESCRIPTION
 JE1461
 JE1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1461'8.0 MI E FROM EMPORIA.
 JE1461'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND THE
 JE1461'BUSINESS ROUTE OF US HIGHWAY 50, WHICH IS ABOUT 2.5 MILES EAST OF
 JE1461'DOWNTOWN EMPORIA, GO EAST ALONG US HIGHWAY 50 FOR 8.0 MILES TO THE
 JE1461'MARK SET IN THE TOP OF THE SOUTH SIDEWALK OF A BRIDGE.  THE MARK IS
 JE1461'ALSO 8.0 MILES WEST OF LEBO.  THE MARK IS 0.3 MILE WEST OF THE
 JE1461'JUNCTION OF STATE HIGHWAY 130, 14.5 FEET SOUTH OF THE CENTERLINE OF
 JE1461'HIGHWAY, 10.5 FEET EAST OF THE WEST END OF SIDEWALK AND IS ABOUT 1
 JE1461'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2089 ***********************************************************************
 JE2089  DESIGNATION -  L 327 RESET
 JE2089  PID         -  JE2089
 JE2089  STATE/COUNTY-  KS/FRANKLIN
 JE2089  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE2089
 JE2089                         *CURRENT SURVEY CONTROL
 JE2089  ___________________________________________________________________
 JE2089* NAD 83(1986)-  38 36 30.     (N)    095 16 13.     (W)     SCALED    
 JE2089* NAVD 88     -       276.53   (meters)     907.2    (feet)  RESET     
 JE2089  ___________________________________________________________________
 JE2089  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE2089
 JE2089  VERT ORDER  -  THIRD
 JE2089
 JE2089.The horizontal coordinates were scaled from a topographic map and have
 JE2089.an estimated accuracy of +/- 6 seconds.
 JE2089
 JE2089.The orthometric height was computed from unverified reset data.
 JE2089
 JE2089.The geoid height was determined by GEOID03.
 JE2089
 JE2089;                    North         East    Units  Estimated Accuracy
 JE2089;SPC KS S     -   620,380.      681,260.      MT  (+/- 180 meters Scaled)
 JE2089
 JE2089                          SUPERSEDED SURVEY CONTROL
 JE2089
 JE2089.No superseded survey control is available for this station.
 JE2089
 JE2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC023757(NAD 83)
 JE2089_MARKER: DV = VERTICAL CONTROL DISK
 JE2089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JE2089_SP_SET: HEADWALL
 JE2089_STAMPING: L 327 RESET 1984
 JE2089_MARK LOGO: NGS   
 JE2089_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2089+STABILITY: SURFACE MOTION
 JE2089
 JE2089  HISTORY     - Date     Condition        Report By
 JE2089  HISTORY     - 1984     MONUMENTED       NGS
 JE2089  HISTORY     - 20051013 GOOD             GEOCAC
 JE2089
 JE2089                          STATION DESCRIPTION
 JE2089
 JE2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JE2089'IN OTTOWA, 0.56 KM (0.35 MI) SOUTH ALONG U.S. HIGHWAY 59 AND MAIN
 JE2089'STREET, THENCE 0.08 KM (0.05 MI) RIGHT AND WEST ALONG WEST 7TH STREET,
 JE2089'TO A RAILROAD CROSSING AND THE MARK ON THE RIGHT, IN THE EAST END
 JE2089'OF THE NORTH  HEADWALL OF A MASSIVE CONCRETE CULVERT, 10.52 M
 JE2089'(34.51 FT) NORTH FROM  CENTERLINE OF WEST 7TH STREET, 10.48 M
 JE2089'(34.38 FT) EAST FROM THE CENTER  LINE OF THE RAILROAD TRACK.
 JE2089
 JE2089                          STATION RECOVERY (2005)
 JE2089
 JE2089'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE2089'THE RAILROAD TRACK HAS BEEN REMOVED AND THE RIGHT OF WAY USED AS A
 JE2089'BICYCLE TRAIL.
 JE2089' 
 JE2089'HANDHELD GPS COORDINATES (NAD83)N38 36 31.0 W95 16 11.7
 JE2089' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1387 ***********************************************************************
 JE1387  DESIGNATION -  L 328
 JE1387  PID         -  JE1387
 JE1387  STATE/COUNTY-  KS/JOHNSON
 JE1387  USGS QUAD   -  OLATHE (1991)
 JE1387
 JE1387                         *CURRENT SURVEY CONTROL
 JE1387  ___________________________________________________________________
 JE1387* NAD 83(1986)-  38 56 10.     (N)    094 45 01.     (W)     SCALED    
 JE1387* NAVD 88     -       323.027  (meters)    1059.80   (feet)  ADJUSTED  
 JE1387  ___________________________________________________________________
 JE1387  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE1387  DYNAMIC HT  -         322.810 (meters)    1059.09  (feet)  COMP
 JE1387  MODELED GRAV-     979,947.7   (mgal)                       NAVD 88
 JE1387
 JE1387  VERT ORDER  -  SECOND    CLASS 0
 JE1387
 JE1387.The horizontal coordinates were scaled from a topographic map and have
 JE1387.an estimated accuracy of +/- 6 seconds.
 JE1387
 JE1387.The orthometric height was determined by differential leveling
 JE1387.and adjusted by the National Geodetic Survey in June 1991..
 JE1387
 JE1387.The geoid height was determined by GEOID03.
 JE1387
 JE1387.The dynamic height is computed by dividing the NAVD 88
 JE1387.geopotential number by the normal gravity value computed on the
 JE1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1387.degrees latitude (g = 980.6199 gals.).
 JE1387
 JE1387.The modeled gravity was interpolated from observed gravity values.
 JE1387
 JE1387;                    North         East    Units  Estimated Accuracy
 JE1387;SPC KS N     -    71,970.      681,700.      MT  (+/- 180 meters Scaled)
 JE1387
 JE1387                          SUPERSEDED SURVEY CONTROL
 JE1387
 JE1387  NGVD 29 (??/??/92)  322.900  (m)         1059.38   (f) ADJ UNCH    2 0
 JE1387
 JE1387.Superseded values are not recommended for survey control.
 JE1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1387.See file dsdata.txt to determine how the superseded data were derived.
 JE1387
 JE1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD482111(NAD 83)
 JE1387_MARKER: DB = BENCH MARK DISK
 JE1387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1387_SP_SET: BASE
 JE1387_STAMPING: L 328 1974
 JE1387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1387
 JE1387  HISTORY     - Date     Condition        Report By
 JE1387  HISTORY     - 1974     MONUMENTED       NGS
 JE1387  HISTORY     - 1983     GOOD             NGS
 JE1387
 JE1387                          STATION DESCRIPTION
 JE1387
 JE1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1387'6.85 MI N FROM OLATHE.
 JE1387'ABOUT 6.85 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 JE1387'WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF OLATHE
 JE1387'0.25 MILE SOUTH OF THE INTERSTATE HIGHWAY 435 OVERPASS, 57 FEET EAST
 JE1387'OF THE CENTERLINE OF THE NORTH BOUND LANE OF I-35, 60 FEET SOUTHEAST
 JE1387'OF THE APPROXIMATE CENTER OF THE ENTRANCE RAMP OF I-435 AND 0.4 FOOT
 JE1387'EAST OF THE WEST EDGE OF THE CONCRETE FOUNDATION.  SET IN THE EAST
 JE1387'CONCRETE BASE OF A OVERHEAD HIGHWAY SIGN AND IS ABOUT 4 FEET BELOW THE
 JE1387'LEVEL OF THE HIGHWAY.
 JE1387
 JE1387                          STATION RECOVERY (1983)
 JE1387
 JE1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JE1387'THE MARK WILL BE BURIED APPROXIMATELY 0.6 M (2 FT) DURING HIGHWAY
 JE1387'IMPROVEMENTS IN THE NEAR FUTURE. BENCH MARK L 328 RESET 1983 WAS
 JE1387'ESTABLISHED IN THE BASE OF THE LIGHT POLE THAT IS WEST OF AND
 JE1387'INTERSTATE HIGHWAY 435 FROM THE ORIGINAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2087 ***********************************************************************
 JE2087  DESIGNATION -  L 328 RESET
 JE2087  PID         -  JE2087
 JE2087  STATE/COUNTY-  KS/JOHNSON
 JE2087  USGS QUAD   -  OLATHE (1991)
 JE2087
 JE2087                         *CURRENT SURVEY CONTROL
 JE2087  ___________________________________________________________________
 JE2087* NAD 83(1986)-  38 56 10.     (N)    094 45 01.     (W)     SCALED    
 JE2087* NAVD 88     -       322.89   (meters)    1059.3    (feet)  RESET     
 JE2087  ___________________________________________________________________
 JE2087  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 JE2087
 JE2087  VERT ORDER  -  THIRD
 JE2087
 JE2087.The horizontal coordinates were scaled from a topographic map and have
 JE2087.an estimated accuracy of +/- 6 seconds.
 JE2087
 JE2087.The orthometric height was computed from unverified reset data.
 JE2087
 JE2087.The geoid height was determined by GEOID03.
 JE2087
 JE2087;                    North         East    Units  Estimated Accuracy
 JE2087;SPC KS N     -    71,970.      681,700.      MT  (+/- 180 meters Scaled)
 JE2087
 JE2087                          SUPERSEDED SURVEY CONTROL
 JE2087
 JE2087  NGVD 29 (03/09/04)  322.76   (m)         1058.9    (f) RESET       3  
 JE2087
 JE2087.Superseded values are not recommended for survey control.
 JE2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2087.See file dsdata.txt to determine how the superseded data were derived.
 JE2087
 JE2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD482111(NAD 83)
 JE2087_MARKER: DV = VERTICAL CONTROL DISK
 JE2087_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JE2087_SP_SET: RETAINING WALL
 JE2087_STAMPING: L 328 RESET 1983
 JE2087_MARK LOGO: NGS   
 JE2087_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE2087
 JE2087  HISTORY     - Date     Condition        Report By
 JE2087  HISTORY     - 1983     MONUMENTED       NGS
 JE2087
 JE2087                          STATION DESCRIPTION
 JE2087
 JE2087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JE2087'0.40 KM (0.25 MI) SOUTH ALONG INTERSTATE HIGHWAY 35 FROM THE JUNCTION
 JE2087'OF INTERSTATE HIGHWAY 435, ON THE WEST RIGHT-OF-WAY OF INTERSTATE
 JE2087'HIGHWAY 35, AT THE SOUTH END OF THE EXIT RAMP FROM I-435 ONTO I-35
 JE2087'SOUTHBOUND, 0.15 M (0.49 FT) EAST FROM A WITNESS POST.  THE
 JE2087'FOUNDATION EXTENDS TO A DEPTH OF ABOUT 5 M (16.4 FT) AND IS ABOUT 1.5
 JE2087'M (4.9 FT) LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0582 ***********************************************************************
 HH0582  DESIGNATION -  L 33
 HH0582  PID         -  HH0582
 HH0582  STATE/COUNTY-  KS/FINNEY
 HH0582  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0582
 HH0582                         *CURRENT SURVEY CONTROL
 HH0582  ___________________________________________________________________
 HH0582* NAD 83(1986)-  37 57 32.     (N)    100 50 50.     (W)     SCALED    
 HH0582* NAVD 88     -       861.722  (meters)    2827.17   (feet)  ADJUSTED  
 HH0582  ___________________________________________________________________
 HH0582  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 HH0582  DYNAMIC HT  -         860.956 (meters)    2824.65  (feet)  COMP
 HH0582  MODELED GRAV-     979,711.1   (mgal)                       NAVD 88
 HH0582
 HH0582  VERT ORDER  -  FIRST     CLASS II
 HH0582
 HH0582.The horizontal coordinates were scaled from a topographic map and have
 HH0582.an estimated accuracy of +/- 6 seconds.
 HH0582
 HH0582.The orthometric height was determined by differential leveling
 HH0582.and adjusted by the National Geodetic Survey in June 1991..
 HH0582
 HH0582.The geoid height was determined by GEOID03.
 HH0582
 HH0582.The dynamic height is computed by dividing the NAVD 88
 HH0582.geopotential number by the normal gravity value computed on the
 HH0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0582.degrees latitude (g = 980.6199 gals.).
 HH0582
 HH0582.The modeled gravity was interpolated from observed gravity values.
 HH0582
 HH0582;                    North         East    Units  Estimated Accuracy
 HH0582;SPC KS S     -   546,010.      193,760.      MT  (+/- 180 meters Scaled)
 HH0582
 HH0582                          SUPERSEDED SURVEY CONTROL
 HH0582
 HH0582  NGVD 29 (??/??/92)  861.342  (m)         2825.92   (f) ADJ UNCH    1 2
 HH0582
 HH0582.Superseded values are not recommended for survey control.
 HH0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0582.See file dsdata.txt to determine how the superseded data were derived.
 HH0582
 HH0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH377028(NAD 83)
 HH0582_MARKER: DB = BENCH MARK DISK
 HH0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0582_SP_SET: CONCRETE POST
 HH0582_STAMPING: L 33 1934
 HH0582_MARK LOGO: CGS   
 HH0582_PROJECTION: FLUSH
 HH0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0582+STABILITY: SURFACE MOTION
 HH0582
 HH0582  HISTORY     - Date     Condition        Report By
 HH0582  HISTORY     - 1934     MONUMENTED       CGS
 HH0582  HISTORY     - 1986     GOOD             NGS
 HH0582
 HH0582                          STATION DESCRIPTION
 HH0582
 HH0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0582'2.1 KM (1.30 MI) SE FROM GARDEN CITY.
 HH0582'ABOUT 1.3 MI SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0582'FROM GARDEN CITY, AT MILEAGE 400.96, 31 FT EAST OF A DIRT-ROAD
 HH0582'CROSSING, AND 49 FT SOUTH OF THE CENTER LINE OF THE TRACK.
 HH0582
 HH0582                          STATION RECOVERY (1986)
 HH0582
 HH0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0582'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.45 KM (1.55
 HH0582'MI) EAST ALONG FULTON STREET FROM THE JUNCTION OF MAIN STREET IN
 HH0582'GARDEN CITY, THENCE 0.30 KM (0.2 MI) SOUTH ALONG CAMPUS DRIVE, IN THE
 HH0582'SOUTHEAST CORNER OF THE CROSSING OF THE ATCHISON TOPEKA AND SANTA FE
 HH0582'RAILROAD, 8.3 METERS (27.5 FT) EAST OF THE CENTER OF CAMPUS DRIVE,
 HH0582'21.6 METERS (71 FT) NORTHWEST OF THE CENTER OF AN IRRIGATION WELL AND
 HH0582'14.2 METERS (46.5 FT) SOUTH OF THE SOUTH RAIL.
 HH0582'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HH0582'THE MARK IS ABOVE LEVEL WITH CAMPUS DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0489 ***********************************************************************
 KF0489  DESIGNATION -  L 331
 KF0489  PID         -  KF0489
 KF0489  STATE/COUNTY-  KS/OTTAWA
 KF0489  USGS QUAD   -  BENNINGTON (1965)
 KF0489
 KF0489                         *CURRENT SURVEY CONTROL
 KF0489  ___________________________________________________________________
 KF0489* NAD 83(1986)-  39 06 11.     (N)    097 36 46.     (W)     SCALED    
 KF0489* NAVD 88     -       407.010  (meters)    1335.33   (feet)  ADJUSTED  
 KF0489  ___________________________________________________________________
 KF0489  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 KF0489  DYNAMIC HT  -         406.748 (meters)    1334.47  (feet)  COMP
 KF0489  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 KF0489
 KF0489  VERT ORDER  -  SECOND    CLASS 0
 KF0489
 KF0489.The horizontal coordinates were scaled from a topographic map and have
 KF0489.an estimated accuracy of +/- 6 seconds.
 KF0489
 KF0489.The orthometric height was determined by differential leveling
 KF0489.and adjusted by the National Geodetic Survey in June 1991..
 KF0489
 KF0489.The geoid height was determined by GEOID03.
 KF0489
 KF0489.The dynamic height is computed by dividing the NAVD 88
 KF0489.geopotential number by the normal gravity value computed on the
 KF0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0489.degrees latitude (g = 980.6199 gals.).
 KF0489
 KF0489.The modeled gravity was interpolated from observed gravity values.
 KF0489
 KF0489;                    North         East    Units  Estimated Accuracy
 KF0489;SPC KS N     -    85,520.      433,490.      MT  (+/- 180 meters Scaled)
 KF0489
 KF0489                          SUPERSEDED SURVEY CONTROL
 KF0489
 KF0489  NGVD 29 (??/??/92)  406.902  (m)         1334.98   (f) ADJ UNCH    2 0
 KF0489
 KF0489.Superseded values are not recommended for survey control.
 KF0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0489.See file dsdata.txt to determine how the superseded data were derived.
 KF0489
 KF0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ199291(NAD 83)
 KF0489_MARKER: DB = BENCH MARK DISK
 KF0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0489_STAMPING: L 331 1960
 KF0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0489+STABILITY: SURFACE MOTION
 KF0489
 KF0489  HISTORY     - Date     Condition        Report By
 KF0489  HISTORY     - 1960     MONUMENTED       CGS
 KF0489
 KF0489                          STATION DESCRIPTION
 KF0489
 KF0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0489'4.2 MI NE FROM LINDSEY.
 KF0489'0.7 MILE NORTH ALONG OLD U.S. HIGHWAY 81 FROM THE CROSSING OF THE
 KF0489'UNION PACIFIC RAIL ROAD AT LINDSEY, THENCE 1.6 MILES EAST ALONG
 KF0489'A GRAVEL ROAD TO INTERSECTION WITH U.S. HIGHWAY 81, THENCE
 KF0489'1.95 MILES EAST ALONG STATE HIGHWAY 93 TO A T ROAD SOUTH, 70.0
 KF0489'FEET SOUTH OF CENTERLINE OF HIGHWAY, 17.0 FEET WEST OF CENTERLINE
 KF0489'OF DIRT ROAD, 2.2 FEET NORTH OF A TELEPHONE POLE, 3.0 FEET SOUTH
 KF0489'OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE
 KF0489'CONCRETE POST PROJECTING 6-INCHES ABOVE THE GROUND AND ABOUT
 KF0489'1-FOOT HIGHER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0555 ***********************************************************************
 JF0555  DESIGNATION -  L 332
 JF0555  PID         -  JF0555
 JF0555  STATE/COUNTY-  KS/DICKINSON
 JF0555  USGS QUAD   -  CARLTON (1985)
 JF0555
 JF0555                         *CURRENT SURVEY CONTROL
 JF0555  ___________________________________________________________________
 JF0555* NAD 83(1986)-  38 41 05.     (N)    097 18 58.     (W)     SCALED    
 JF0555* NAVD 88     -       400.286  (meters)    1313.27   (feet)  ADJUSTED  
 JF0555  ___________________________________________________________________
 JF0555  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 JF0555  DYNAMIC HT  -         399.998 (meters)    1312.33  (feet)  COMP
 JF0555  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 JF0555
 JF0555  VERT ORDER  -  SECOND    CLASS 0
 JF0555
 JF0555.The horizontal coordinates were scaled from a topographic map and have
 JF0555.an estimated accuracy of +/- 6 seconds.
 JF0555
 JF0555.The orthometric height was determined by differential leveling
 JF0555.and adjusted by the National Geodetic Survey in June 1991..
 JF0555
 JF0555.The geoid height was determined by GEOID03.
 JF0555
 JF0555.The dynamic height is computed by dividing the NAVD 88
 JF0555.geopotential number by the normal gravity value computed on the
 JF0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0555.degrees latitude (g = 980.6199 gals.).
 JF0555
 JF0555.The modeled gravity was interpolated from observed gravity values.
 JF0555
 JF0555;                    North         East    Units  Estimated Accuracy
 JF0555;SPC KS N     -    39,230.      459,510.      MT  (+/- 180 meters Scaled)
 JF0555
 JF0555                          SUPERSEDED SURVEY CONTROL
 JF0555
 JF0555  NGVD 29 (??/??/92)  400.156  (m)         1312.85   (f) ADJ UNCH    2 0
 JF0555
 JF0555.Superseded values are not recommended for survey control.
 JF0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0555.See file dsdata.txt to determine how the superseded data were derived.
 JF0555
 JF0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH464831(NAD 83)
 JF0555_MARKER: DB = BENCH MARK DISK
 JF0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0555_STAMPING: L 332 1961
 JF0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0555+STABILITY: SURFACE MOTION
 JF0555
 JF0555  HISTORY     - Date     Condition        Report By
 JF0555  HISTORY     - 1961     MONUMENTED       CGS
 JF0555
 JF0555                          STATION DESCRIPTION
 JF0555
 JF0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0555'1 MI W FROM CARLTON.
 JF0555'1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD STATION AT
 JF0555'CARLTON, 4 1/2 POLES WEST FROM MILE POST 472, 120 FEET NORTH FROM
 JF0555'THE NORTH RAIL AT A RAILROAD CROSSING, 20 FEET NORTHEAST OF
 JF0555'CENTER OF A DIRT ROAD, 2 FEET NORTHEAST OF A METAL WITNESS POST
 JF0555'WITH SIGN, SET IN A SQUARE TOPPED CONCRETE MONUMENT PROJECTING
 JF0555'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0381 ***********************************************************************
 HF0381  DESIGNATION -  L 334
 HF0381  PID         -  HF0381
 HF0381  STATE/COUNTY-  KS/BUTLER
 HF0381  USGS QUAD   -  LATHAM (1979)
 HF0381
 HF0381                         *CURRENT SURVEY CONTROL
 HF0381  ___________________________________________________________________
 HF0381* NAD 83(1986)-  37 32 47.     (N)    096 38 04.     (W)     SCALED    
 HF0381* NAVD 88     -       456.259  (meters)    1496.91   (feet)  ADJUSTED  
 HF0381  ___________________________________________________________________
 HF0381  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 HF0381  DYNAMIC HT  -         455.886 (meters)    1495.69  (feet)  COMP
 HF0381  MODELED GRAV-     979,799.0   (mgal)                       NAVD 88
 HF0381
 HF0381  VERT ORDER  -  SECOND    CLASS 0
 HF0381
 HF0381.The horizontal coordinates were scaled from a topographic map and have
 HF0381.an estimated accuracy of +/- 6 seconds.
 HF0381
 HF0381.The orthometric height was determined by differential leveling
 HF0381.and adjusted by the National Geodetic Survey in June 1991..
 HF0381
 HF0381.The geoid height was determined by GEOID03.
 HF0381
 HF0381.The dynamic height is computed by dividing the NAVD 88
 HF0381.geopotential number by the normal gravity value computed on the
 HF0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0381.degrees latitude (g = 980.6199 gals.).
 HF0381
 HF0381.The modeled gravity was interpolated from observed gravity values.
 HF0381
 HF0381;                    North         East    Units  Estimated Accuracy
 HF0381;SPC KS S     -   499,290.      564,840.      MT  (+/- 180 meters Scaled)
 HF0381
 HF0381                          SUPERSEDED SURVEY CONTROL
 HF0381
 HF0381  NGVD 29 (??/??/92)  456.074  (m)         1496.30   (f) ADJ UNCH    2 0
 HF0381
 HF0381.Superseded values are not recommended for survey control.
 HF0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0381.See file dsdata.txt to determine how the superseded data were derived.
 HF0381
 HF0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG089581(NAD 83)
 HF0381_MARKER: DB = BENCH MARK DISK
 HF0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0381_SP_SET: CULVERT
 HF0381_STAMPING: L 334 1962
 HF0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0381
 HF0381  HISTORY     - Date     Condition        Report By
 HF0381  HISTORY     - 1962     MONUMENTED       CGS
 HF0381
 HF0381                          STATION DESCRIPTION
 HF0381
 HF0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0381'0.9 MI N FROM LATHAM.
 HF0381'0.9 MILE NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0381'FROM THE STATION AT LATHAM, SET IN THE TOP OF THE NORTHEAST END
 HF0381'OF THE SOUTHEAST HEADWALL OF CULVERT, 27 RAILS SOUTH OF A ROAD
 HF0381'CROSSING, 4 RAILS NORTH OF AND ACROSS THE TRACKS FROM MILE POST
 HF0381'470, 8.5 FEET EAST OF THE EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0403 ***********************************************************************
 HF0403  DESIGNATION -  L 335
 HF0403  PID         -  HF0403
 HF0403  STATE/COUNTY-  KS/BUTLER
 HF0403  USGS QUAD   -  AUGUSTA SE (1979)
 HF0403
 HF0403                         *CURRENT SURVEY CONTROL
 HF0403  ___________________________________________________________________
 HF0403* NAD 83(1986)-  37 31 09.     (N)    096 46 16.     (W)     SCALED    
 HF0403* NAVD 88     -       406.410  (meters)    1333.36   (feet)  ADJUSTED  
 HF0403  ___________________________________________________________________
 HF0403  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HF0403  DYNAMIC HT  -         406.079 (meters)    1332.28  (feet)  COMP
 HF0403  MODELED GRAV-     979,805.4   (mgal)                       NAVD 88
 HF0403
 HF0403  VERT ORDER  -  SECOND    CLASS 0
 HF0403
 HF0403.The horizontal coordinates were scaled from a topographic map and have
 HF0403.an estimated accuracy of +/- 6 seconds.
 HF0403
 HF0403.The orthometric height was determined by differential leveling
 HF0403.and adjusted by the National Geodetic Survey in June 1991..
 HF0403
 HF0403.The geoid height was determined by GEOID03.
 HF0403
 HF0403.The dynamic height is computed by dividing the NAVD 88
 HF0403.geopotential number by the normal gravity value computed on the
 HF0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0403.degrees latitude (g = 980.6199 gals.).
 HF0403
 HF0403.The modeled gravity was interpolated from observed gravity values.
 HF0403
 HF0403;                    North         East    Units  Estimated Accuracy
 HF0403;SPC KS S     -   496,030.      552,820.      MT  (+/- 180 meters Scaled)
 HF0403
 HF0403                          SUPERSEDED SURVEY CONTROL
 HF0403
 HF0403  NGVD 29 (??/??/92)  406.248  (m)         1332.83   (f) ADJ UNCH    2 0
 HF0403
 HF0403.Superseded values are not recommended for survey control.
 HF0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0403.See file dsdata.txt to determine how the superseded data were derived.
 HF0403
 HF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG969548(NAD 83)
 HF0403_MARKER: DB = BENCH MARK DISK
 HF0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0403_STAMPING: L 335 1962
 HF0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0403+STABILITY: SURFACE MOTION
 HF0403
 HF0403  HISTORY     - Date     Condition        Report By
 HF0403  HISTORY     - 1962     MONUMENTED       CGS
 HF0403
 HF0403                          STATION DESCRIPTION
 HF0403
 HF0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0403'6 MI N FROM ATLANTA.
 HF0403'6.0 MILES NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0403'ATLANTA, AT THE INTERSECTION OF A EAST AND WEST BLACKTOP ROAD,
 HF0403'232 FEET WEST OF THE CENTER OF THE INTERSECTION, 113 FEET
 HF0403'SOUTHWEST OF THE SOUTHWEST CORNER OF A SERVICE STATION, 74.5
 HF0403'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 39 FEET NORTH
 HF0403'OF THE CENTER OF ROAD, 2.5 FEET NORTH OF A METAL WITNESS POST, AND
 HF0403'SET FLUSH WITH THE GROUND.  SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0617 ***********************************************************************
 HF0617  DESIGNATION -  L 336
 HF0617  PID         -  HF0617
 HF0617  STATE/COUNTY-  KS/SUMNER
 HF0617  USGS QUAD   -  OXFORD (1965)
 HF0617
 HF0617                         *CURRENT SURVEY CONTROL
 HF0617  ___________________________________________________________________
 HF0617* NAD 83(1986)-  37 16 32.     (N)    097 12 04.     (W)     SCALED    
 HF0617* NAVD 88     -       364.684  (meters)    1196.47   (feet)  ADJUSTED  
 HF0617  ___________________________________________________________________
 HF0617  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF0617  DYNAMIC HT  -         364.388 (meters)    1195.50  (feet)  COMP
 HF0617  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 HF0617
 HF0617  VERT ORDER  -  SECOND    CLASS 0
 HF0617
 HF0617.The horizontal coordinates were scaled from a topographic map and have
 HF0617.an estimated accuracy of +/- 6 seconds.
 HF0617
 HF0617.The orthometric height was determined by differential leveling
 HF0617.and adjusted by the National Geodetic Survey in June 1991..
 HF0617
 HF0617.The geoid height was determined by GEOID03.
 HF0617
 HF0617.The dynamic height is computed by dividing the NAVD 88
 HF0617.geopotential number by the normal gravity value computed on the
 HF0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0617.degrees latitude (g = 980.6199 gals.).
 HF0617
 HF0617.The modeled gravity was interpolated from observed gravity values.
 HF0617
 HF0617;                    North         East    Units  Estimated Accuracy
 HF0617;SPC KS S     -   468,380.      515,190.      MT  (+/- 180 meters Scaled)
 HF0617
 HF0617                          SUPERSEDED SURVEY CONTROL
 HF0617
 HF0617  NGVD 29 (??/??/92)  364.572  (m)         1196.10   (f) ADJ UNCH    2 0
 HF0617
 HF0617.Superseded values are not recommended for survey control.
 HF0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0617.See file dsdata.txt to determine how the superseded data were derived.
 HF0617
 HF0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG594269(NAD 83)
 HF0617_MARKER: DB = BENCH MARK DISK
 HF0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0617_SP_SET: CULVERT
 HF0617_STAMPING: L 336 1962
 HF0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0617
 HF0617  HISTORY     - Date     Condition        Report By
 HF0617  HISTORY     - 1962     MONUMENTED       CGS
 HF0617
 HF0617                          STATION DESCRIPTION
 HF0617
 HF0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0617'1.9 MI W FROM OXFORD.
 HF0617'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0617'THENCE 1.9 MILES WEST ALONG U.S. HIGHWAY 160, SET IN THE TOP
 HF0617'OF THE EAST END OF THE NORTH WINGWALL OF A CONCRETE CULVERT,
 HF0617'16.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.6 FEET WEST
 HF0617'OF THE EAST END OF THE CULVERT, AND ABOUT 0.5 FEET BELOW THE
 HF0617'SURFACE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0235 ***********************************************************************
 HF0235  DESIGNATION -  L 337
 HF0235  PID         -  HF0235
 HF0235  STATE/COUNTY-  KS/COWLEY
 HF0235  USGS QUAD   -  BURDEN (1979)
 HF0235
 HF0235                         *CURRENT SURVEY CONTROL
 HF0235  ___________________________________________________________________
 HF0235* NAD 83(1986)-  37 16 06.     (N)    096 51 40.     (W)     SCALED    
 HF0235* NAVD 88     -       414.690  (meters)    1360.53   (feet)  ADJUSTED  
 HF0235  ___________________________________________________________________
 HF0235  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0235  DYNAMIC HT  -         414.348 (meters)    1359.41  (feet)  COMP
 HF0235  MODELED GRAV-     979,793.9   (mgal)                       NAVD 88
 HF0235
 HF0235  VERT ORDER  -  SECOND    CLASS 0
 HF0235
 HF0235.The horizontal coordinates were scaled from a topographic map and have
 HF0235.an estimated accuracy of +/- 6 seconds.
 HF0235
 HF0235.The orthometric height was determined by differential leveling
 HF0235.and adjusted by the National Geodetic Survey in June 1991..
 HF0235
 HF0235.The geoid height was determined by GEOID03.
 HF0235
 HF0235.The dynamic height is computed by dividing the NAVD 88
 HF0235.geopotential number by the normal gravity value computed on the
 HF0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0235.degrees latitude (g = 980.6199 gals.).
 HF0235
 HF0235.The modeled gravity was interpolated from observed gravity values.
 HF0235
 HF0235;                    North         East    Units  Estimated Accuracy
 HF0235;SPC KS S     -   468,050.      545,360.      MT  (+/- 180 meters Scaled)
 HF0235
 HF0235                          SUPERSEDED SURVEY CONTROL
 HF0235
 HF0235  NGVD 29 (??/??/92)  414.574  (m)         1360.15   (f) ADJ UNCH    2 0
 HF0235
 HF0235.Superseded values are not recommended for survey control.
 HF0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0235.See file dsdata.txt to determine how the superseded data were derived.
 HF0235
 HF0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG896267(NAD 83)
 HF0235_MARKER: DB = BENCH MARK DISK
 HF0235_SETTING: 80 = SET IN A BOULDER
 HF0235_SP_SET: BOULDER
 HF0235_STAMPING: K 337 1962
 HF0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0235+STABILITY: SURFACE MOTION
 HF0235
 HF0235  HISTORY     - Date     Condition        Report By
 HF0235  HISTORY     - 1962     MONUMENTED       CGS
 HF0235  HISTORY     - 19990409 GOOD             USPSQD
 HF0235
 HF0235                          STATION DESCRIPTION
 HF0235
 HF0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0235'4.6 MI SE FROM NEW SALEM.
 HF0235'1.9 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0235'FROM THE STATION SIGN AT NEW SALEM, THENCE 2.7 MILES SOUTH ALONG
 HF0235'A GRADED DIRT ROAD TO THE CREST OF A HILL, SET IN THE TOP OF A
 HF0235'LARGE BOULDER ABOUT 2.0 FEET ABOVE THE SURFACE OF THE ROAD, 23.0
 HF0235'FEET WEST OF THE CENTER OF THE ROAD, 2.6 FEET SOUTH OF A METAL
 HF0235'WITNESS POST, 2.0 FEET EAST OF A NORTH AND SOUTH FENCE LINE.
 HF0235
 HF0235                          STATION RECOVERY (1999)
 HF0235
 HF0235'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1126 ***********************************************************************
 JF1126  DESIGNATION -  L 338
 JF1126  PID         -  JF1126
 JF1126  STATE/COUNTY-  KS/SALINE
 JF1126  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1126
 JF1126                         *CURRENT SURVEY CONTROL
 JF1126  ___________________________________________________________________
 JF1126* NAD 83(1986)-  38 54 14.     (N)    097 32 21.     (W)     SCALED    
 JF1126* NAVD 88     -       386.507  (meters)    1268.07   (feet)  ADJUSTED  
 JF1126  ___________________________________________________________________
 JF1126  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1126  DYNAMIC HT  -         386.254 (meters)    1267.23  (feet)  COMP
 JF1126  MODELED GRAV-     979,960.3   (mgal)                       NAVD 88
 JF1126
 JF1126  VERT ORDER  -  FIRST     CLASS II
 JF1126
 JF1126.The horizontal coordinates were scaled from a topographic map and have
 JF1126.an estimated accuracy of +/- 6 seconds.
 JF1126
 JF1126.The orthometric height was determined by differential leveling
 JF1126.and adjusted by the National Geodetic Survey in June 1991..
 JF1126
 JF1126.The geoid height was determined by GEOID03.
 JF1126
 JF1126.The dynamic height is computed by dividing the NAVD 88
 JF1126.geopotential number by the normal gravity value computed on the
 JF1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1126.degrees latitude (g = 980.6199 gals.).
 JF1126
 JF1126.The modeled gravity was interpolated from observed gravity values.
 JF1126
 JF1126;                    North         East    Units  Estimated Accuracy
 JF1126;SPC KS N     -    63,440.      439,970.      MT  (+/- 180 meters Scaled)
 JF1126
 JF1126                          SUPERSEDED SURVEY CONTROL
 JF1126
 JF1126  NGVD 29 (??/??/92)  386.416  (m)         1267.77   (f) ADJ UNCH    1 2
 JF1126
 JF1126.Superseded values are not recommended for survey control.
 JF1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1126.See file dsdata.txt to determine how the superseded data were derived.
 JF1126
 JF1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ266071(NAD 83)
 JF1126_MARKER: DB = BENCH MARK DISK
 JF1126_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JF1126_SP_SET: HEADWALL
 JF1126_STAMPING: L 338 1970
 JF1126_MARK LOGO: CGS   
 JF1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1126
 JF1126  HISTORY     - Date     Condition        Report By
 JF1126  HISTORY     - 1970     MONUMENTED       NGS
 JF1126  HISTORY     - 1986     GOOD             NGS
 JF1126
 JF1126                          STATION DESCRIPTION
 JF1126
 JF1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1126'4.4 MI E FROM SALINA.
 JF1126'ABOUT 4.45 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF1126'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, 36 1/2 FEET SOUTH OF
 JF1126'THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, SET IN THE
 JF1126'TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL FOR HIGHWAY
 JF1126'OVERPASS OVER A GRAVELED ROAD, 8.8 FEET EAST OF THE WEST END OF
 JF1126'THE HEADWALL, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE
 JF1126'HIGHWAY.  SECTION 21, T 13 S, R 2 W.
 JF1126
 JF1126                          STATION RECOVERY (1986)
 JF1126
 JF1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1168 ***********************************************************************
 JF1168  DESIGNATION -  L 339
 JF1168  PID         -  JF1168
 JF1168  STATE/COUNTY-  KS/SALINE
 JF1168  USGS QUAD   -  LINDSBORG SE (1979)
 JF1168
 JF1168                         *CURRENT SURVEY CONTROL
 JF1168  ___________________________________________________________________
 JF1168* NAD 83(1986)-  38 36 51.     (N)    097 37 15.     (W)     SCALED    
 JF1168* NAVD 88     -       400.465  (meters)    1313.86   (feet)  ADJUSTED  
 JF1168  ___________________________________________________________________
 JF1168  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF1168  DYNAMIC HT  -         400.185 (meters)    1312.94  (feet)  COMP
 JF1168  MODELED GRAV-     979,916.4   (mgal)                       NAVD 88
 JF1168
 JF1168  VERT ORDER  -  FIRST     CLASS II
 JF1168
 JF1168.The horizontal coordinates were scaled from a topographic map and have
 JF1168.an estimated accuracy of +/- 6 seconds.
 JF1168
 JF1168.The orthometric height was determined by differential leveling
 JF1168.and adjusted by the National Geodetic Survey in June 1991..
 JF1168
 JF1168.The geoid height was determined by GEOID03.
 JF1168
 JF1168.The dynamic height is computed by dividing the NAVD 88
 JF1168.geopotential number by the normal gravity value computed on the
 JF1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1168.degrees latitude (g = 980.6199 gals.).
 JF1168
 JF1168.The modeled gravity was interpolated from observed gravity values.
 JF1168
 JF1168;                    North         East    Units  Estimated Accuracy
 JF1168;SPC KS N     -    31,250.      433,020.      MT  (+/- 180 meters Scaled)
 JF1168
 JF1168                          SUPERSEDED SURVEY CONTROL
 JF1168
 JF1168  NGVD 29 (??/??/92)  400.339  (m)         1313.45   (f) ADJ UNCH    1 2
 JF1168
 JF1168.Superseded values are not recommended for survey control.
 JF1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1168.See file dsdata.txt to determine how the superseded data were derived.
 JF1168
 JF1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH200748(NAD 83)
 JF1168_MARKER: DB = BENCH MARK DISK
 JF1168_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF1168_SP_SET: BRIDGE ABUTMENT
 JF1168_STAMPING: L 339 1970
 JF1168_MARK LOGO: CGS   
 JF1168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF1168+STABILITY: POSITION/ELEVATION WELL
 JF1168
 JF1168  HISTORY     - Date     Condition        Report By
 JF1168  HISTORY     - 1970     MONUMENTED       NGS
 JF1168  HISTORY     - 1986     GOOD             NGS
 JF1168
 JF1168                          STATION DESCRIPTION
 JF1168
 JF1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1168'16 MI S FROM SALINA.
 JF1168'ABOUT 16.05 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1168'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, ABOUT
 JF1168'0.55 MILE SOUTH OF THE HIGHWAY OVERPASS FOR STATE HIGHWAY 4
 JF1168'AND THE UNION PACIFIC RAILROAD, SET IN THE TOP OF THE EAST END
 JF1168'OF THE NORTH CONCRETE ABUTMENT OF THE MORE WESTERLY CONCRETE
 JF1168'HIGHWAY BRIDGE OVER THE SMOKY HILL RIVER, 19 1/2 FEET EAST OF
 JF1168'THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY, AND
 JF1168'ABOUT LEVEL WITH THE HIGHWAY.  SECTION 35, T16S, R3W.
 JF1168
 JF1168                          STATION RECOVERY (1986)
 JF1168
 JF1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0050 ***********************************************************************
 HH0050  DESIGNATION -  L 34
 HH0050  PID         -  HH0050
 HH0050  STATE/COUNTY-  KS/FORD
 HH0050  USGS QUAD   -  DODGE CITY (1984)
 HH0050
 HH0050                         *CURRENT SURVEY CONTROL
 HH0050  ___________________________________________________________________
 HH0050* NAD 83(1986)-  37 45 18.     (N)    100 04 09.     (W)     SCALED    
 HH0050* NAVD 88     -       766.364  (meters)    2514.31   (feet)  ADJUSTED  
 HH0050  ___________________________________________________________________
 HH0050  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 HH0050  DYNAMIC HT  -         765.700 (meters)    2512.13  (feet)  COMP
 HH0050  MODELED GRAV-     979,737.6   (mgal)                       NAVD 88
 HH0050
 HH0050  VERT ORDER  -  FIRST     CLASS II
 HH0050
 HH0050.The horizontal coordinates were scaled from a topographic map and have
 HH0050.an estimated accuracy of +/- 6 seconds.
 HH0050
 HH0050.The orthometric height was determined by differential leveling
 HH0050.and adjusted by the National Geodetic Survey in June 1991..
 HH0050
 HH0050.The geoid height was determined by GEOID03.
 HH0050
 HH0050.The dynamic height is computed by dividing the NAVD 88
 HH0050.geopotential number by the normal gravity value computed on the
 HH0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0050.degrees latitude (g = 980.6199 gals.).
 HH0050
 HH0050.The modeled gravity was interpolated from observed gravity values.
 HH0050
 HH0050;                    North         East    Units  Estimated Accuracy
 HH0050;SPC KS S     -   521,950.      261,730.      MT  (+/- 180 meters Scaled)
 HH0050
 HH0050                          SUPERSEDED SURVEY CONTROL
 HH0050
 HH0050  NGVD 29 (??/??/92)  766.024  (m)         2513.20   (f) ADJ UNCH    1 2
 HH0050
 HH0050.Superseded values are not recommended for survey control.
 HH0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0050.See file dsdata.txt to determine how the superseded data were derived.
 HH0050
 HH0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG058791(NAD 83)
 HH0050_MARKER: DB = BENCH MARK DISK
 HH0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0050_STAMPING: L 34 1934
 HH0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0050+STABILITY: SURFACE MOTION
 HH0050
 HH0050  HISTORY     - Date     Condition        Report By
 HH0050  HISTORY     - 1934     MONUMENTED       CGS
 HH0050  HISTORY     - 1965     MARK NOT FOUND   USGS
 HH0050  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0050
 HH0050                          STATION DESCRIPTION
 HH0050
 HH0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0050'3 MI W FROM DODGE CITY.
 HH0050'ABOUT 3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0050'RAILWAY FROM THE STATION AT DODGE CITY, FORD COUNTY, ABOUT 40
 HH0050'YARDS EAST OF A SMALL STUCCO HOUSE, 45 FEET SOUTH OF THE CENTER
 HH0050'LINE OF THE MAIN TRACK, AND 27 FEET EAST OF THE CENTER LINE OF
 HH0050'A NORTH-AND-SOUTH ROAD.  A STANDARD DISK, STAMPED L 34 1934 AND
 HH0050'SET IN THE TOP OF A CONCRETE POST.
 HH0050
 HH0050                          STATION RECOVERY (1965)
 HH0050
 HH0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HH0050'MARK NOT FOUND.
 HH0050
 HH0050                          STATION RECOVERY (1986)
 HH0050
 HH0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0050'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0947 ***********************************************************************
 JF0947  DESIGNATION -  L 340
 JF0947  PID         -  JF0947
 JF0947  STATE/COUNTY-  KS/MCPHERSON
 JF0947  USGS QUAD   -  MC PHERSON SE (1985)
 JF0947
 JF0947                         *CURRENT SURVEY CONTROL
 JF0947  ___________________________________________________________________
 JF0947* NAD 83(1986)-  38 20 39.     (N)    097 37 17.     (W)     SCALED    
 JF0947* NAVD 88     -       457.876  (meters)    1502.21   (feet)  ADJUSTED  
 JF0947  ___________________________________________________________________
 JF0947  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 JF0947  DYNAMIC HT  -         457.543 (meters)    1501.12  (feet)  COMP
 JF0947  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 JF0947
 JF0947  VERT ORDER  -  SECOND    CLASS 0
 JF0947
 JF0947.The horizontal coordinates were scaled from a topographic map and have
 JF0947.an estimated accuracy of +/- 6 seconds.
 JF0947
 JF0947.The orthometric height was determined by differential leveling
 JF0947.and adjusted by the National Geodetic Survey in June 1991..
 JF0947
 JF0947.The geoid height was determined by GEOID03.
 JF0947
 JF0947.The dynamic height is computed by dividing the NAVD 88
 JF0947.geopotential number by the normal gravity value computed on the
 JF0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0947.degrees latitude (g = 980.6199 gals.).
 JF0947
 JF0947.The modeled gravity was interpolated from observed gravity values.
 JF0947
 JF0947;                    North         East    Units  Estimated Accuracy
 JF0947;SPC KS S     -   586,540.      476,810.      MT  (+/- 180 meters Scaled)
 JF0947
 JF0947                          SUPERSEDED SURVEY CONTROL
 JF0947
 JF0947  NGVD 29 (??/??/92)  457.710  (m)         1501.67   (f) ADJ UNCH    2 0
 JF0947
 JF0947.Superseded values are not recommended for survey control.
 JF0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0947.See file dsdata.txt to determine how the superseded data were derived.
 JF0947
 JF0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH204449(NAD 83)
 JF0947_MARKER: DB = BENCH MARK DISK
 JF0947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0947_SP_SET: CULVERT
 JF0947_STAMPING: L 340 1970
 JF0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0947
 JF0947  HISTORY     - Date     Condition        Report By
 JF0947  HISTORY     - 1970     MONUMENTED       NGS
 JF0947
 JF0947                          STATION DESCRIPTION
 JF0947
 JF0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0947'1.8 MI S FROM MC PHERSON.
 JF0947'ABOUT 1.85 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0947'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 0.25
 JF0947'MILE NORTH OF HIGHWAY UNDERPASSES 15-40 AND 15-41 FOR A 4-LANE
 JF0947'HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 JF0947'HEADWALL OF A 2-CHANNEL, 12-FOOT, CONCRETE BOX CULVERT WHICH
 JF0947'PASSES UNDER BOTH TRAFFIC LANES OF THE HIGHWAY, 35 1/2 FEET WEST
 JF0947'OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY, 0.9
 JF0947'FOOT SOUTH OF THE NORTH END OF THE HEADWALL, AND ABOUT 3 FEET
 JF0947'BELOW THE LEVEL OF THE HIGHWAY.  SECTION 2, T 20S, R 3W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0627 ***********************************************************************
 JF0627  DESIGNATION -  L 341
 JF0627  PID         -  JF0627
 JF0627  STATE/COUNTY-  KS/DICKINSON
 JF0627  USGS QUAD   -  ABILENE (1979)
 JF0627
 JF0627                         *CURRENT SURVEY CONTROL
 JF0627  ___________________________________________________________________
 JF0627* NAD 83(1986)-  38 56 37.     (N)    097 10 48.     (W)     SCALED    
 JF0627* NAVD 88     -       360.128  (meters)    1181.52   (feet)  ADJUSTED  
 JF0627  ___________________________________________________________________
 JF0627  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 JF0627  DYNAMIC HT  -         359.880 (meters)    1180.71  (feet)  COMP
 JF0627  MODELED GRAV-     979,929.3   (mgal)                       NAVD 88
 JF0627
 JF0627  VERT ORDER  -  FIRST     CLASS II
 JF0627
 JF0627.The horizontal coordinates were scaled from a topographic map and have
 JF0627.an estimated accuracy of +/- 6 seconds.
 JF0627
 JF0627.The orthometric height was determined by differential leveling
 JF0627.and adjusted by the National Geodetic Survey in June 1991..
 JF0627
 JF0627.The geoid height was determined by GEOID03.
 JF0627
 JF0627.The dynamic height is computed by dividing the NAVD 88
 JF0627.geopotential number by the normal gravity value computed on the
 JF0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0627.degrees latitude (g = 980.6199 gals.).
 JF0627
 JF0627.The modeled gravity was interpolated from observed gravity values.
 JF0627
 JF0627;                    North         East    Units  Estimated Accuracy
 JF0627;SPC KS N     -    68,070.      471,090.      MT  (+/- 180 meters Scaled)
 JF0627
 JF0627                          SUPERSEDED SURVEY CONTROL
 JF0627
 JF0627  NGVD 29 (??/??/92)  360.020  (m)         1181.17   (f) ADJ UNCH    1 2
 JF0627
 JF0627.Superseded values are not recommended for survey control.
 JF0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0627.See file dsdata.txt to determine how the superseded data were derived.
 JF0627
 JF0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ577120(NAD 83)
 JF0627_MARKER: DB = BENCH MARK DISK
 JF0627_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JF0627_SP_SET: HEADWALL
 JF0627_STAMPING: L 341 1970
 JF0627_MARK LOGO: NGS   
 JF0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0627
 JF0627  HISTORY     - Date     Condition        Report By
 JF0627  HISTORY     - 1970     MONUMENTED       NGS
 JF0627  HISTORY     - 1986     GOOD             NGS
 JF0627
 JF0627                          STATION DESCRIPTION
 JF0627
 JF0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0627'1.8 MI E FROM ABILENE.
 JF0627'ABOUT 1.8 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0627'HIGHWAY OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 0.7 MILE WEST
 JF0627'OF HIGHWAY OVERPASS NUMBER 11.2 AT THE BUCKEYE COMMUNITY EXIT,
 JF0627'SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL
 JF0627'OF A HIGHWAY OVERPASS FOR A GRAVELED ROAD, 32 1/2 FEET SOUTH OF THE
 JF0627'CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 1 FOOT WEST OF
 JF0627'THE EAST END OF THE HEADWALL, AND ABOUT 3 FEET BELOW THE LEVEL
 JF0627'OF THE HIGHWAY.  SECTION 11, T 13 S, R 2 E.
 JF0627
 JF0627                          STATION RECOVERY (1986)
 JF0627
 JF0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0259 ***********************************************************************
 KF0259  DESIGNATION -  L 342
 KF0259  PID         -  KF0259
 KF0259  STATE/COUNTY-  KS/GEARY
 KF0259  USGS QUAD   -  OGDEN (1982)
 KF0259
 KF0259                         *CURRENT SURVEY CONTROL
 KF0259  ___________________________________________________________________
 KF0259* NAD 83(1986)-  39 03 44.     (N)    096 43 03.     (W)     SCALED    
 KF0259* NAVD 88     -       340.759  (meters)    1117.97   (feet)  ADJUSTED  
 KF0259  ___________________________________________________________________
 KF0259  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 KF0259  DYNAMIC HT  -         340.527 (meters)    1117.21  (feet)  COMP
 KF0259  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 KF0259
 KF0259  VERT ORDER  -  SECOND    CLASS 0
 KF0259
 KF0259.The horizontal coordinates were scaled from a topographic map and have
 KF0259.an estimated accuracy of +/- 6 seconds.
 KF0259
 KF0259.The orthometric height was determined by differential leveling
 KF0259.and adjusted by the National Geodetic Survey in June 1991..
 KF0259
 KF0259.The geoid height was determined by GEOID03.
 KF0259
 KF0259.The dynamic height is computed by dividing the NAVD 88
 KF0259.geopotential number by the normal gravity value computed on the
 KF0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0259.degrees latitude (g = 980.6199 gals.).
 KF0259
 KF0259.The modeled gravity was interpolated from observed gravity values.
 KF0259
 KF0259;                    North         East    Units  Estimated Accuracy
 KF0259;SPC KS N     -    81,700.      510,990.      MT  (+/- 180 meters Scaled)
 KF0259
 KF0259                          SUPERSEDED SURVEY CONTROL
 KF0259
 KF0259  NGVD 29 (??/??/92)  340.639  (m)         1117.58   (f) ADJ UNCH    2 0
 KF0259
 KF0259.Superseded values are not recommended for survey control.
 KF0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0259.See file dsdata.txt to determine how the superseded data were derived.
 KF0259
 KF0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ974261(NAD 83)
 KF0259_MARKER: DB = BENCH MARK DISK
 KF0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0259_SP_SET: CULVERT
 KF0259_STAMPING: L 342 1970
 KF0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0259
 KF0259  HISTORY     - Date     Condition        Report By
 KF0259  HISTORY     - 1970     MONUMENTED       NGS
 KF0259
 KF0259                          STATION DESCRIPTION
 KF0259
 KF0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0259'7.4 MI E FROM JUNCTION CITY.
 KF0259'ABOUT 7.35 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0259'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0259'CITY, 0.7 MILE EAST OF THE EAST END OF A HIGHWAY BRIDGE OVER
 KF0259'CLARK CREEK, ON THE WEST SLOPE OF A LONG HILL, 37 FEET SOUTH
 KF0259'OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN
 KF0259'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF AN
 KF0259'8-FOOT CONCRETE BOX CULVERT WHICH IS USED AS A UNDERPASS FOR
 KF0259'CATTLE, 1 FOOT WEST OF THE EAST END OF THE HEADWALL, AND ABOUT
 KF0259'1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SEC 25, T 11 S, R 6 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0157 ***********************************************************************
 KF0157  DESIGNATION -  L 343
 KF0157  PID         -  KF0157
 KF0157  STATE/COUNTY-  KS/WABAUNSEE
 KF0157  USGS QUAD   -  WAMEGO SW (1978)
 KF0157
 KF0157                         *CURRENT SURVEY CONTROL
 KF0157  ___________________________________________________________________
 KF0157* NAD 83(1986)-  39 03 57.     (N)    096 22 36.     (W)     SCALED    
 KF0157* NAVD 88     -       392.430  (meters)    1287.50   (feet)  ADJUSTED  
 KF0157  ___________________________________________________________________
 KF0157  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 KF0157  DYNAMIC HT  -         392.164 (meters)    1286.62  (feet)  COMP
 KF0157  MODELED GRAV-     979,940.7   (mgal)                       NAVD 88
 KF0157
 KF0157  VERT ORDER  -  SECOND    CLASS 0
 KF0157
 KF0157.The horizontal coordinates were scaled from a topographic map and have
 KF0157.an estimated accuracy of +/- 6 seconds.
 KF0157
 KF0157.The orthometric height was determined by differential leveling
 KF0157.and adjusted by the National Geodetic Survey in June 1991..
 KF0157
 KF0157.The geoid height was determined by GEOID03.
 KF0157
 KF0157.The dynamic height is computed by dividing the NAVD 88
 KF0157.geopotential number by the normal gravity value computed on the
 KF0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0157.degrees latitude (g = 980.6199 gals.).
 KF0157
 KF0157.The modeled gravity was interpolated from observed gravity values.
 KF0157
 KF0157;                    North         East    Units  Estimated Accuracy
 KF0157;SPC KS N     -    82,580.      540,480.      MT  (+/- 180 meters Scaled)
 KF0157
 KF0157                          SUPERSEDED SURVEY CONTROL
 KF0157
 KF0157  NGVD 29 (??/??/92)  392.292  (m)         1287.04   (f) ADJ UNCH    2 0
 KF0157
 KF0157.Superseded values are not recommended for survey control.
 KF0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0157.See file dsdata.txt to determine how the superseded data were derived.
 KF0157
 KF0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ269273(NAD 83)
 KF0157_MARKER: DB = BENCH MARK DISK
 KF0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0157_SP_SET: CULVERT
 KF0157_STAMPING: L 343 1970
 KF0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0157
 KF0157  HISTORY     - Date     Condition        Report By
 KF0157  HISTORY     - 1970     MONUMENTED       NGS
 KF0157
 KF0157                          STATION DESCRIPTION
 KF0157
 KF0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0157'4.7 MI W FROM ALMA.
 KF0157'ABOUT 4.7 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0157'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.25 MILE EAST
 KF0157'OF A HIGHWAY OVERPASS FOR A GRAVELED ROAD, 42 FEET NORTH OF THE
 KF0157'NORTH LANES OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF
 KF0157'THE NORTH CONCRETE HEADWALL OF A 10-FOOT CONCRETE BOX CULVERT
 KF0157'UNDER THE HIGHWAY, 1 FOOT WEST OF THE EAST END OF THE HEADWALL,
 KF0157'AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 26,
 KF0157'T 11S, R 9 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0176 ***********************************************************************
 KF0176  DESIGNATION -  L 344
 KF0176  PID         -  KF0176
 KF0176  STATE/COUNTY-  KS/WABAUNSEE
 KF0176  USGS QUAD   -  MC FARLAND (1978)
 KF0176
 KF0176                         *CURRENT SURVEY CONTROL
 KF0176  ___________________________________________________________________
 KF0176* NAD 83(1986)-  39 03 56.     (N)    096 11 48.     (W)     SCALED    
 KF0176* NAVD 88     -       306.925  (meters)    1006.97   (feet)  ADJUSTED  
 KF0176  ___________________________________________________________________
 KF0176  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 KF0176  DYNAMIC HT  -         306.720 (meters)    1006.30  (feet)  COMP
 KF0176  MODELED GRAV-     979,953.4   (mgal)                       NAVD 88
 KF0176
 KF0176  VERT ORDER  -  SECOND    CLASS 0
 KF0176
 KF0176.The horizontal coordinates were scaled from a topographic map and have
 KF0176.an estimated accuracy of +/- 6 seconds.
 KF0176
 KF0176.The orthometric height was determined by differential leveling
 KF0176.and adjusted by the National Geodetic Survey in June 1991..
 KF0176
 KF0176.The geoid height was determined by GEOID03.
 KF0176
 KF0176.The dynamic height is computed by dividing the NAVD 88
 KF0176.geopotential number by the normal gravity value computed on the
 KF0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0176.degrees latitude (g = 980.6199 gals.).
 KF0176
 KF0176.The modeled gravity was interpolated from observed gravity values.
 KF0176
 KF0176;                    North         East    Units  Estimated Accuracy
 KF0176;SPC KS N     -    82,840.      556,060.      MT  (+/- 180 meters Scaled)
 KF0176
 KF0176                          SUPERSEDED SURVEY CONTROL
 KF0176
 KF0176  NGVD 29 (??/??/92)  306.787  (m)         1006.52   (f) ADJ UNCH    2 0
 KF0176
 KF0176.Superseded values are not recommended for survey control.
 KF0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0176.See file dsdata.txt to determine how the superseded data were derived.
 KF0176
 KF0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ425277(NAD 83)
 KF0176_MARKER: DB = BENCH MARK DISK
 KF0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0176_SP_SET: ABUTMENT
 KF0176_STAMPING: L 344 1970
 KF0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0176
 KF0176  HISTORY     - Date     Condition        Report By
 KF0176  HISTORY     - 1970     MONUMENTED       NGS
 KF0176
 KF0176                          STATION DESCRIPTION
 KF0176
 KF0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0176'5 MI E FROM ALMA.
 KF0176'ABOUT 5.0 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0176'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.5 MILE WEST
 KF0176'OF THE HIGHWAY OVERPASS FOR STATE HIGHWAY 138 AT THE PAXICO EXIT,
 KF0176'19 1/2 FEET SOUTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 KF0176'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 KF0176'ABUTMENT OF THE MORE NORTHERLY OF TWO HIGHWAY BRIDGES OVER
 KF0176'SPRING CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 28,
 KF0176'T 11S, R 11E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0903 ***********************************************************************
 KE0903  DESIGNATION -  L 345
 KE0903  PID         -  KE0903
 KE0903  STATE/COUNTY-  KS/SHAWNEE
 KE0903  USGS QUAD   -  SILVER LAKE (1983)
 KE0903
 KE0903                         *CURRENT SURVEY CONTROL
 KE0903  ___________________________________________________________________
 KE0903* NAD 83(1986)-  39 03 10.     (N)    095 47 35.     (W)     SCALED    
 KE0903* NAVD 88     -       308.823  (meters)    1013.20   (feet)  ADJUSTED  
 KE0903  ___________________________________________________________________
 KE0903  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 KE0903  DYNAMIC HT  -         308.622 (meters)    1012.54  (feet)  COMP
 KE0903  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 KE0903
 KE0903  VERT ORDER  -  SECOND    CLASS 0
 KE0903
 KE0903.The horizontal coordinates were scaled from a topographic map and have
 KE0903.an estimated accuracy of +/- 6 seconds.
 KE0903
 KE0903.The orthometric height was determined by differential leveling
 KE0903.and adjusted by the National Geodetic Survey in June 1991..
 KE0903
 KE0903.The geoid height was determined by GEOID03.
 KE0903
 KE0903.The dynamic height is computed by dividing the NAVD 88
 KE0903.geopotential number by the normal gravity value computed on the
 KE0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0903.degrees latitude (g = 980.6199 gals.).
 KE0903
 KE0903.The modeled gravity was interpolated from observed gravity values.
 KE0903
 KE0903;                    North         East    Units  Estimated Accuracy
 KE0903;SPC KS N     -    82,190.      591,010.      MT  (+/- 180 meters Scaled)
 KE0903
 KE0903                          SUPERSEDED SURVEY CONTROL
 KE0903
 KE0903  NGVD 29 (??/??/92)  308.687  (m)         1012.75   (f) ADJ UNCH    2 0
 KE0903
 KE0903.Superseded values are not recommended for survey control.
 KE0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0903.See file dsdata.txt to determine how the superseded data were derived.
 KE0903
 KE0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD583263(NAD 83)
 KE0903_MARKER: DB = BENCH MARK DISK
 KE0903_SETTING: 66 = SET IN ROCK OUTCROP
 KE0903_SP_SET: FLAT ROCK
 KE0903_STAMPING: L 345 1970
 KE0903_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE0903+STABILITY: POSITION/ELEVATION WELL
 KE0903
 KE0903  HISTORY     - Date     Condition        Report By
 KE0903  HISTORY     - 1970     MONUMENTED       NGS
 KE0903
 KE0903                          STATION DESCRIPTION
 KE0903
 KE0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0903'6.8 MI W FROM TOPEKA.
 KE0903'ABOUT 6.8 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0903'HIGHWAY OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 0.7 MILE WEST
 KE0903'OF THE MORE WESTERLY OF TWO HIGHWAY UNDERPASSES FOR INTERSTATE
 KE0903'HIGHWAY 470, AT THE WEST END OF A 125-YARD-LONG CUT THAT IS 10
 KE0903'FEET HIGH AT THE HIGHEST POINT, 67 1/2 FEET SOUTH OF THE CENTER
 KE0903'LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP OF A FLAT
 KE0903'ROCK THAT IS ABOUT 50 FEET SQUARE, 7 1/2 FEET NORTH OF A FENCE,
 KE0903'25.0 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 2 FEET
 KE0903'BELOW THE LEVEL OF THE HIGHWAY.  SECTION 31, T 11S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0862 ***********************************************************************
 KE0862  DESIGNATION -  L 346
 KE0862  PID         -  KE0862
 KE0862  STATE/COUNTY-  KS/SHAWNEE
 KE0862  USGS QUAD   -  TOPEKA (1983)
 KE0862
 KE0862                         *CURRENT SURVEY CONTROL
 KE0862  ___________________________________________________________________
 KE0862* NAD 83(1986)-  39 02 06.     (N)    095 39 12.     (W)     SCALED    
 KE0862* NAVD 88     -       283.239  (meters)     929.26   (feet)  ADJUSTED  
 KE0862  ___________________________________________________________________
 KE0862  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 KE0862  DYNAMIC HT  -         283.054 (meters)     928.65  (feet)  COMP
 KE0862  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 KE0862
 KE0862  VERT ORDER  -  FIRST     CLASS II
 KE0862
 KE0862.The horizontal coordinates were scaled from a topographic map and have
 KE0862.an estimated accuracy of +/- 6 seconds.
 KE0862
 KE0862.The orthometric height was determined by differential leveling
 KE0862.and adjusted by the National Geodetic Survey in June 1991..
 KE0862
 KE0862.The geoid height was determined by GEOID03.
 KE0862
 KE0862.The dynamic height is computed by dividing the NAVD 88
 KE0862.geopotential number by the normal gravity value computed on the
 KE0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0862.degrees latitude (g = 980.6199 gals.).
 KE0862
 KE0862.The modeled gravity was interpolated from observed gravity values.
 KE0862
 KE0862;                    North         East    Units  Estimated Accuracy
 KE0862;SPC KS N     -    80,530.      603,150.      MT  (+/- 180 meters Scaled)
 KE0862
 KE0862                          SUPERSEDED SURVEY CONTROL
 KE0862
 KE0862  NGVD 29 (??/??/92)  283.124  (m)          928.88   (f) ADJ UNCH    1 2
 KE0862
 KE0862.Superseded values are not recommended for survey control.
 KE0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0862.See file dsdata.txt to determine how the superseded data were derived.
 KE0862
 KE0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD703240(NAD 83)
 KE0862_MARKER: DB = BENCH MARK DISK
 KE0862_SETTING: 66 = SET IN ROCK OUTCROP
 KE0862_SP_SET: ROCK OUTCROP
 KE0862_STAMPING: L 346 1970
 KE0862_MARK LOGO: NGS   
 KE0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE0862+STABILITY: POSITION/ELEVATION WELL
 KE0862
 KE0862  HISTORY     - Date     Condition        Report By
 KE0862  HISTORY     - 1970     MONUMENTED       NGS
 KE0862  HISTORY     - 1986     GOOD             NGS
 KE0862
 KE0862                          STATION DESCRIPTION
 KE0862
 KE0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0862'1.4 MI E FROM TOPEKA.
 KE0862'ABOUT 1.35 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0862'UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, 142 YARDS WEST OF THE
 KE0862'WEST EDGE OF THE HIGHWAY UNDERPASS FOR CALIFORNIA AVENUE, BETWEEN
 KE0862'THE HIGHWAY AND THE EXIT ROAD FROM THE SOUTH LANES OF THE HIGHWAY
 KE0862'TO THE AVENUE, 56 FEET SOUTH OF THE CENTER LINE OF THE SOUTH
 KE0862'LANES OF THE HIGHWAY, SET IN THE TOP OF THE EXPOSED PORTION
 KE0862'OF A FLAT ROCK, 46 1/2 FEET SOUTHEAST OF THE CENTER OF A 2-FOOT
 KE0862'MANHOLE COVER ON THE TOP OF A CATCH BASIN, 11.0 FEET SOUTHWEST
 KE0862'OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION
 KE0862'5, T 12S, R 16E.  NOTE-- THE EXPOSED PORTION OF THE ROCK IN WHICH
 KE0862'THE MARK IS SET IS 10 FEET LONG AND 2 FEET WIDE.
 KE0862
 KE0862                          STATION RECOVERY (1986)
 KE0862
 KE0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0862'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN TOPEKA, AT
 KE0862'THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND CALIFORNIA AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0754 ***********************************************************************
 JF0754  DESIGNATION -  L 347
 JF0754  PID         -  JF0754
 JF0754  STATE/COUNTY-  KS/MCPHERSON
 JF0754  USGS QUAD   -  HESSTON (1978)
 JF0754
 JF0754                         *CURRENT SURVEY CONTROL
 JF0754  ___________________________________________________________________
 JF0754* NAD 83(1986)-  38 11 03.     (N)    097 27 44.     (W)     SCALED    
 JF0754* NAVD 88     -       448.866  (meters)    1472.65   (feet)  ADJUSTED  
 JF0754  ___________________________________________________________________
 JF0754  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 JF0754  DYNAMIC HT  -         448.524 (meters)    1471.53  (feet)  COMP
 JF0754  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 JF0754
 JF0754  VERT ORDER  -  SECOND    CLASS 0
 JF0754
 JF0754.The horizontal coordinates were scaled from a topographic map and have
 JF0754.an estimated accuracy of +/- 6 seconds.
 JF0754
 JF0754.The orthometric height was determined by differential leveling
 JF0754.and adjusted by the National Geodetic Survey in June 1991..
 JF0754
 JF0754.The geoid height was determined by GEOID03.
 JF0754
 JF0754.The dynamic height is computed by dividing the NAVD 88
 JF0754.geopotential number by the normal gravity value computed on the
 JF0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0754.degrees latitude (g = 980.6199 gals.).
 JF0754
 JF0754.The modeled gravity was interpolated from observed gravity values.
 JF0754
 JF0754;                    North         East    Units  Estimated Accuracy
 JF0754;SPC KS S     -   568,930.      490,920.      MT  (+/- 180 meters Scaled)
 JF0754
 JF0754                          SUPERSEDED SURVEY CONTROL
 JF0754
 JF0754  NGVD 29 (??/??/92)  448.704  (m)         1472.12   (f) ADJ UNCH    2 0
 JF0754
 JF0754.Superseded values are not recommended for survey control.
 JF0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0754.See file dsdata.txt to determine how the superseded data were derived.
 JF0754
 JF0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH346273(NAD 83)
 JF0754_MARKER: DB = BENCH MARK DISK
 JF0754_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0754_SP_SET: GUARD RAIL
 JF0754_STAMPING: L 347 1972
 JF0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0754
 JF0754  HISTORY     - Date     Condition        Report By
 JF0754  HISTORY     - 1972     MONUMENTED       NGS
 JF0754
 JF0754                          STATION DESCRIPTION
 JF0754
 JF0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0754'16.9 MI SE FROM MC PHERSON.
 JF0754'ABOUT 16.90 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0754'HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, CEMENTED IN A
 JF0754'DRILL HOLE IN THE SOUTHWEST END OF THE CONCRETE GUARD RAIL OF
 JF0754'CONCRETE BRIDGE NUMBER 116 OVER WEST EMMA CREEK, ABOUT 185 FEET
 JF0754'SOUTHEAST OF THE CENTER OF THE CREEK, 18.2 FEET SOUTHWEST OF
 JF0754'THE CENTER LINE OF THE NORTH BOUND LANE OF THE HIGHWAY, 2.8 FEET
 JF0754'NORTHWEST OF THE SOUTHWEST END OF THE CONCRETE GUARD RAIL, 2.3
 JF0754'FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 32, T 21 S, R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0533 ***********************************************************************
 HF0533  DESIGNATION -  L 348
 HF0533  PID         -  HF0533
 HF0533  STATE/COUNTY-  KS/SEDGWICK
 HF0533  USGS QUAD   -  VALLEY CENTER (1982)
 HF0533
 HF0533                         *CURRENT SURVEY CONTROL
 HF0533  ___________________________________________________________________
 HF0533* NAD 83(1986)-  37 48 38.     (N)    097 19 34.     (W)     SCALED    
 HF0533* NAVD 88     -       413.572  (meters)    1356.86   (feet)  ADJUSTED  
 HF0533  ___________________________________________________________________
 HF0533  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF0533  DYNAMIC HT  -         413.248 (meters)    1355.80  (feet)  COMP
 HF0533  MODELED GRAV-     979,836.2   (mgal)                       NAVD 88
 HF0533
 HF0533  VERT ORDER  -  SECOND    CLASS 0
 HF0533
 HF0533.The horizontal coordinates were scaled from a topographic map and have
 HF0533.an estimated accuracy of +/- 6 seconds.
 HF0533
 HF0533.The orthometric height was determined by differential leveling
 HF0533.and adjusted by the National Geodetic Survey in June 1991..
 HF0533
 HF0533.The geoid height was determined by GEOID03.
 HF0533
 HF0533.The dynamic height is computed by dividing the NAVD 88
 HF0533.geopotential number by the normal gravity value computed on the
 HF0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0533.degrees latitude (g = 980.6199 gals.).
 HF0533
 HF0533.The modeled gravity was interpolated from observed gravity values.
 HF0533
 HF0533;                    North         East    Units  Estimated Accuracy
 HF0533;SPC KS S     -   527,610.      503,360.      MT  (+/- 180 meters Scaled)
 HF0533
 HF0533                          SUPERSEDED SURVEY CONTROL
 HF0533
 HF0533  NGVD 29 (??/??/92)  413.422  (m)         1356.37   (f) ADJ UNCH    2 0
 HF0533
 HF0533.Superseded values are not recommended for survey control.
 HF0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0533.See file dsdata.txt to determine how the superseded data were derived.
 HF0533
 HF0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG473861(NAD 83)
 HF0533_MARKER: DB = BENCH MARK DISK
 HF0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0533_STAMPING: L 348 1972
 HF0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0533+STABILITY: SURFACE MOTION
 HF0533
 HF0533  HISTORY     - Date     Condition        Report By
 HF0533  HISTORY     - 1972     MONUMENTED       NGS
 HF0533
 HF0533                          STATION DESCRIPTION
 HF0533
 HF0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0533'3.3 MI N FROM WICHITA.
 HF0533'ABOUT 3.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0533'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF
 HF0533'WICHITA, 45.0 FEET WEST OF THE CENTER LINE OF THE NORTH BOUND
 HF0533'LANE OF THE INTERSTATE, 38.5 FEET EAST OF THE CENTER LINE
 HF0533'OF THE SOUTH BOUND LANE OF THE INTERSTATE, 4.8 FEET SOUTHWEST
 HF0533'OF THE NORTH CONCRETE COLUMN IN THE MEDIAN FOR BRIDGE NUMBER
 HF0533'23.85, ABOUT 3 FEET BELOW THE LEVEL OF THE NORTH BOUND LANE, AND
 HF0533'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION
 HF0533'4, T 26 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0607 ***********************************************************************
 HG0607  DESIGNATION -  L 35
 HG0607  PID         -  HG0607
 HG0607  STATE/COUNTY-  KS/KIOWA
 HG0607  USGS QUAD   -  GREENSBURG (1969)
 HG0607
 HG0607                         *CURRENT SURVEY CONTROL
 HG0607  ___________________________________________________________________
 HG0607* NAD 83(1986)-  37 35 55.     (N)    099 22 30.     (W)     SCALED    
 HG0607* NAVD 88     -       690.807  (meters)    2266.42   (feet)  ADJUSTED  
 HG0607  ___________________________________________________________________
 HG0607  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 HG0607  DYNAMIC HT  -         690.209 (meters)    2264.46  (feet)  COMP
 HG0607  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 HG0607
 HG0607  VERT ORDER  -  FIRST     CLASS II
 HG0607
 HG0607.The horizontal coordinates were scaled from a topographic map and have
 HG0607.an estimated accuracy of +/- 6 seconds.
 HG0607
 HG0607.The orthometric height was determined by differential leveling
 HG0607.and adjusted by the National Geodetic Survey in June 1991..
 HG0607
 HG0607.The geoid height was determined by GEOID03.
 HG0607
 HG0607.The dynamic height is computed by dividing the NAVD 88
 HG0607.geopotential number by the normal gravity value computed on the
 HG0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0607.degrees latitude (g = 980.6199 gals.).
 HG0607
 HG0607.The modeled gravity was interpolated from observed gravity values.
 HG0607
 HG0607;                    North         East    Units  Estimated Accuracy
 HG0607;SPC KS S     -   503,790.      322,730.      MT  (+/- 180 meters Scaled)
 HG0607
 HG0607                          SUPERSEDED SURVEY CONTROL
 HG0607
 HG0607  NGVD 29 (??/??/92)  690.500  (m)         2265.42   (f) ADJ UNCH    1 2
 HG0607
 HG0607.Superseded values are not recommended for survey control.
 HG0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0607.See file dsdata.txt to determine how the superseded data were derived.
 HG0607
 HG0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG668613(NAD 83)
 HG0607_MARKER: DB = BENCH MARK DISK
 HG0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0607_STAMPING: L 35 1934
 HG0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0607+STABILITY: SURFACE MOTION
 HG0607
 HG0607  HISTORY     - Date     Condition        Report By
 HG0607  HISTORY     - 1934     MONUMENTED       CGS
 HG0607  HISTORY     - 1969     MARK NOT FOUND   USGS
 HG0607  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0607
 HG0607                          STATION DESCRIPTION
 HG0607
 HG0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0607'5.4 MI E FROM MULLINVILLE.
 HG0607'ABOUT 5.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0607'RAILWAY FROM THE STATION AT MULLINVILLE, KIOWA COUNTY, AT MILEAGE
 HG0607'333.25, ABOUT 50 FEET SOUTHEAST OF A COUNTY-ROAD CROSSING, 46
 HG0607'FEET SOUTH OF THE CENTER LINE OF THE TRACK, 24 FEET EAST OF THE
 HG0607'CENTER LINE OF THE COUNTY ROAD, AND AT A CORNER OF THE RIGHT-OF-WAY
 HG0607'FENCE.  A STANDARD DISK, STAMPED L 35 1934 AND SET IN THE TOP OF
 HG0607'A CONCRETE POST.  NOTE-- USC AND GS REPORTED IN 1960 THAT THIS
 HG0607'MARK WAS PROBABLY DESTROYED BY ROAD MACHINERY.
 HG0607
 HG0607                          STATION RECOVERY (1969)
 HG0607
 HG0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HG0607'MARK NOT FOUND.
 HG0607
 HG0607                          STATION RECOVERY (1986)
 HG0607
 HG0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0607'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0620 ***********************************************************************
 HH0620  DESIGNATION -  L 352
 HH0620  PID         -  HH0620
 HH0620  STATE/COUNTY-  KS/GRAY
 HH0620  USGS QUAD   -  PIERCEVILLE SW (1967)
 HH0620
 HH0620                         *CURRENT SURVEY CONTROL
 HH0620  ___________________________________________________________________
 HH0620* NAD 83(1986)-  37 52 28.     (N)    100 37 54.     (W)     SCALED    
 HH0620* NAVD 88     -       839.432  (meters)    2754.04   (feet)  ADJUSTED  
 HH0620  ___________________________________________________________________
 HH0620  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 HH0620  DYNAMIC HT  -         838.689 (meters)    2751.60  (feet)  COMP
 HH0620  MODELED GRAV-     979,716.0   (mgal)                       NAVD 88
 HH0620
 HH0620  VERT ORDER  -  FIRST     CLASS II
 HH0620
 HH0620.The horizontal coordinates were scaled from a topographic map and have
 HH0620.an estimated accuracy of +/- 6 seconds.
 HH0620
 HH0620.The orthometric height was determined by differential leveling
 HH0620.and adjusted by the National Geodetic Survey in June 1991..
 HH0620
 HH0620.The geoid height was determined by GEOID03.
 HH0620
 HH0620.The dynamic height is computed by dividing the NAVD 88
 HH0620.geopotential number by the normal gravity value computed on the
 HH0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0620.degrees latitude (g = 980.6199 gals.).
 HH0620
 HH0620.The modeled gravity was interpolated from observed gravity values.
 HH0620
 HH0620;                    North         East    Units  Estimated Accuracy
 HH0620;SPC KS S     -   536,190.      212,480.      MT  (+/- 180 meters Scaled)
 HH0620
 HH0620                          SUPERSEDED SURVEY CONTROL
 HH0620
 HH0620.No superseded survey control is available for this station.
 HH0620
 HH0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG564931(NAD 83)
 HH0620_MARKER: DB = BENCH MARK DISK
 HH0620_SETTING: 66 = SET IN ROCK OUTCROP
 HH0620_SP_SET: SANDSTONE OUTCROP
 HH0620_STAMPING: L 352 1986
 HH0620_MARK LOGO: NGS   
 HH0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0620
 HH0620  HISTORY     - Date     Condition        Report By
 HH0620  HISTORY     - 1986     MONUMENTED       NGS
 HH0620
 HH0620                          STATION DESCRIPTION
 HH0620
 HH0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0620'4.0 KM (2.5 MI) EAST FROM PIERCEVILLE.
 HH0620'4.0 KM (2.5 MI) EAST ALONG US HIGHWAY 50 FROM THE T JUNCTION OF THE
 HH0620'PIERCEVILLE ROAD AT PIERCEVILLE, IN THE CENTER OF A 2 BY 3 FOOT
 HH0620'SANDSTONE LEDGE ON THE EAST END OF A LONG LOW CUT, 20.7 METERS (68 FT)
 HH0620'NORTH OF THE HIGHWAY CENTERLINE, 62.8 METERS (206 FT) WEST OF THE
 HH0620'NORTHWEST CORNER OF A DOUBLE BOX CULVERT, 9.7 METERS (32 FT) SOUTHWEST
 HH0620'OF AN OFFSET CORNER IN THE RIGHT OF WAY FENCE AND 5.5 METERS (18 FT)
 HH0620'SOUTH OF A FENCE.
 HH0620'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HH0620'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0636 ***********************************************************************
 HG0636  DESIGNATION -  L 353
 HG0636  PID         -  HG0636
 HG0636  STATE/COUNTY-  KS/FORD
 HG0636  USGS QUAD   -  WRIGHT (1972)
 HG0636
 HG0636                         *CURRENT SURVEY CONTROL
 HG0636  ___________________________________________________________________
 HG0636* NAD 83(1986)-  37 45 08.     (N)    099 58 11.     (W)     SCALED    
 HG0636* NAVD 88     -       781.039  (meters)    2562.46   (feet)  ADJUSTED  
 HG0636  ___________________________________________________________________
 HG0636  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 HG0636  DYNAMIC HT  -         780.359 (meters)    2560.23  (feet)  COMP
 HG0636  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 HG0636
 HG0636  VERT ORDER  -  FIRST     CLASS II
 HG0636
 HG0636.The horizontal coordinates were scaled from a topographic map and have
 HG0636.an estimated accuracy of +/- 6 seconds.
 HG0636
 HG0636.The orthometric height was determined by differential leveling
 HG0636.and adjusted by the National Geodetic Survey in June 1991..
 HG0636
 HG0636.The geoid height was determined by GEOID03.
 HG0636
 HG0636.The dynamic height is computed by dividing the NAVD 88
 HG0636.geopotential number by the normal gravity value computed on the
 HG0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0636.degrees latitude (g = 980.6199 gals.).
 HG0636
 HG0636.The modeled gravity was interpolated from observed gravity values.
 HG0636
 HG0636;                    North         East    Units  Estimated Accuracy
 HG0636;SPC KS S     -   521,500.      270,490.      MT  (+/- 180 meters Scaled)
 HG0636
 HG0636                          SUPERSEDED SURVEY CONTROL
 HG0636
 HG0636.No superseded survey control is available for this station.
 HG0636
 HG0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG145787(NAD 83)
 HG0636_MARKER: I = METAL ROD
 HG0636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0636_SP_SET: STAINLESS STEEL ROD
 HG0636_STAMPING: L 353 1986
 HG0636_MARK LOGO: NGS   
 HG0636_PROJECTION: FLUSH
 HG0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0636_ROD/PIPE-DEPTH: 7.3  meters
 HG0636
 HG0636  HISTORY     - Date     Condition        Report By
 HG0636  HISTORY     - 1986     MONUMENTED       NGS
 HG0636
 HG0636                          STATION DESCRIPTION
 HG0636
 HG0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0636'4.4 KM (2.75 MI) EAST FROM DODGE CITY.
 HG0636'4.39 KM (2.74 MI) EAST ALONG US HIGHWAYS 50, 56 AND 283 FROM THEIR
 HG0636'JUNCTION AT DODGE CITY, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A
 HG0636'PAVED ROAD LEADING NORTH TO THE DODGE CITY MUNICIPAL AIRPORT, AT THE
 HG0636'EAST SIDE OF A PARKING LOT, 82.3 METERS (270 FT) NORTH OF THE HIGHWAY
 HG0636'CENTERLINE, 45.7 METERS (150 FT) NORTHEAST OF THE EAST CORNER OF A
 HG0636'FOUNDATION FOR AN OLD AIRPLANE, 44.8 METERS (147 FT) EAST OF THE
 HG0636'CENTER OF THE ROAD AND 0.3 METER (1 FT) WEST OF A FENCE.  NOTE--ACCESS
 HG0636'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0636'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 HG0636'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0662 ***********************************************************************
 HG0662  DESIGNATION -  L 354
 HG0662  PID         -  HG0662
 HG0662  STATE/COUNTY-  KS/KIOWA
 HG0662  USGS QUAD   -  BUCKLIN SE (1969)
 HG0662
 HG0662                         *CURRENT SURVEY CONTROL
 HG0662  ___________________________________________________________________
 HG0662* NAD 83(1986)-  37 34 07.     (N)    099 33 15.     (W)     SCALED    
 HG0662* NAVD 88     -       720.459  (meters)    2363.71   (feet)  ADJUSTED  
 HG0662  ___________________________________________________________________
 HG0662  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 HG0662  DYNAMIC HT  -         719.828 (meters)    2361.64  (feet)  COMP
 HG0662  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 HG0662
 HG0662  VERT ORDER  -  FIRST     CLASS II
 HG0662
 HG0662.The horizontal coordinates were scaled from a topographic map and have
 HG0662.an estimated accuracy of +/- 6 seconds.
 HG0662
 HG0662.The orthometric height was determined by differential leveling
 HG0662.and adjusted by the National Geodetic Survey in June 1991..
 HG0662
 HG0662.The geoid height was determined by GEOID03.
 HG0662
 HG0662.The dynamic height is computed by dividing the NAVD 88
 HG0662.geopotential number by the normal gravity value computed on the
 HG0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0662.degrees latitude (g = 980.6199 gals.).
 HG0662
 HG0662.The modeled gravity was interpolated from observed gravity values.
 HG0662
 HG0662;                    North         East    Units  Estimated Accuracy
 HG0662;SPC KS S     -   500,630.      306,880.      MT  (+/- 180 meters Scaled)
 HG0662
 HG0662                          SUPERSEDED SURVEY CONTROL
 HG0662
 HG0662.No superseded survey control is available for this station.
 HG0662
 HG0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG510580(NAD 83)
 HG0662_MARKER: I = METAL ROD
 HG0662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0662_SP_SET: STAINLESS STEEL ROD
 HG0662_STAMPING: L 354 1986
 HG0662_MARK LOGO: NGS   
 HG0662_PROJECTION: FLUSH
 HG0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0662_ROD/PIPE-DEPTH: 12.2 meters
 HG0662
 HG0662  HISTORY     - Date     Condition        Report By
 HG0662  HISTORY     - 1986     MONUMENTED       NGS
 HG0662
 HG0662                          STATION DESCRIPTION
 HG0662
 HG0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0662'7.6 KM (4.7 MI) WEST FROM MULLINVILLE.
 HG0662'0.35 KM (0.2 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 HG0662'MULLINVILLE, THENCE 7.25 KM (4.5 MI) WEST ALONG US HIGHWAY 54, 0.5 KM
 HG0662'(0.3 MI) WEST OF MILEPOST 93, 19.2 METERS (63 FT) NORTHWEST OF THE
 HG0662'HIGHWAY CENTERLINE, 43.9 METERS (144 FT) SOUTHWEST OF THE EXTENDED
 HG0662'CENTER OF A FIELD ROAD, 10.7 METERS (35 FT) SOUTHWEST OF AN
 HG0662'UNDERGROUND GAS LINE VENT PIPE AND 0.5 METER (1.5 FT) NORTHEAST OF A
 HG0662'CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 HG0662'THROUGH A 5-INCH LOGO CAP.
 HG0662'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 HG0662'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0762 ***********************************************************************
 HG0762  DESIGNATION -  L 355
 HG0762  PID         -  HG0762
 HG0762  STATE/COUNTY-  KS/HARPER
 HG0762  USGS QUAD   -  ANTHONY (1983)
 HG0762
 HG0762                         *CURRENT SURVEY CONTROL
 HG0762  ___________________________________________________________________
 HG0762* NAD 83(1986)-  37 11 45.     (N)    098 02 17.     (W)     SCALED    
 HG0762* NAVD 88     -       417.172  (meters)    1368.67   (feet)  ADJUSTED  
 HG0762  ___________________________________________________________________
 HG0762  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HG0762  DYNAMIC HT  -         416.823 (meters)    1367.53  (feet)  COMP
 HG0762  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 HG0762
 HG0762  VERT ORDER  -  FIRST     CLASS II
 HG0762
 HG0762.The horizontal coordinates were scaled from a topographic map and have
 HG0762.an estimated accuracy of +/- 6 seconds.
 HG0762
 HG0762.The orthometric height was determined by differential leveling
 HG0762.and adjusted by the National Geodetic Survey in June 1991..
 HG0762
 HG0762.The geoid height was determined by GEOID03.
 HG0762
 HG0762.The dynamic height is computed by dividing the NAVD 88
 HG0762.geopotential number by the normal gravity value computed on the
 HG0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0762.degrees latitude (g = 980.6199 gals.).
 HG0762
 HG0762.The modeled gravity was interpolated from observed gravity values.
 HG0762
 HG0762;                    North         East    Units  Estimated Accuracy
 HG0762;SPC KS S     -   458,830.      441,010.      MT  (+/- 180 meters Scaled)
 HG0762
 HG0762                          SUPERSEDED SURVEY CONTROL
 HG0762
 HG0762.No superseded survey control is available for this station.
 HG0762
 HG0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG853170(NAD 83)
 HG0762_MARKER: I = METAL ROD
 HG0762_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HG0762+WITH SETTING: INFORMATION.
 HG0762_SP_SET: SHALLOW-SET METAL ROD
 HG0762_STAMPING: L 355 1986
 HG0762_MARK LOGO: NGS   
 HG0762_PROJECTION: FLUSH
 HG0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0762_ROD/PIPE-DEPTH: 0.9  meters
 HG0762
 HG0762  HISTORY     - Date     Condition        Report By
 HG0762  HISTORY     - 1986     MONUMENTED       NGS
 HG0762
 HG0762                          STATION DESCRIPTION
 HG0762
 HG0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0762'4.9 KM (3.05 MI) NORTH FROM ANTHONY.
 HG0762'4.8 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 HG0762'STATE HIGHWAY 44 AT ANTHONY, THENCE 0.08 KM (0.05 MI) EAST ALONG A
 HG0762'DIRT ROAD, AT A FENCE LEADING NORTH, 10.8 METERS (35.3 FT) NORTH OF
 HG0762'THE CENTER OF THE ROAD, 23.2 METERS (76 FT) NORTHEAST OF A TELEPHONE
 HG0762'JUNCTION BOX, 12.3 METERS (40.2 FT) EAST OF A POWER POLE AND 0.7 METER
 HG0762'(2.2 FT) EAST OF A FENCE CORNER.  ROD SET TO ANCHORED REFUSAL.
 HG0762'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0762'THE MARK IS 0.31 METERS  W FROM  A WITNESS POST
 HG0762'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0686 ***********************************************************************
 HG0686  DESIGNATION -  L 357
 HG0686  PID         -  HG0686
 HG0686  STATE/COUNTY-  KS/PRATT
 HG0686  USGS QUAD   -  CROFT (1968)
 HG0686
 HG0686                         *CURRENT SURVEY CONTROL
 HG0686  ___________________________________________________________________
 HG0686* NAD 83(1986)-  37 37 27.     (N)    098 58 43.     (W)     SCALED    
 HG0686* NAVD 88     -       636.513  (meters)    2088.29   (feet)  ADJUSTED  
 HG0686  ___________________________________________________________________
 HG0686  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 HG0686  DYNAMIC HT  -         635.972 (meters)    2086.52  (feet)  COMP
 HG0686  MODELED GRAV-     979,760.1   (mgal)                       NAVD 88
 HG0686
 HG0686  VERT ORDER  -  FIRST     CLASS II
 HG0686
 HG0686.The horizontal coordinates were scaled from a topographic map and have
 HG0686.an estimated accuracy of +/- 6 seconds.
 HG0686
 HG0686.The orthometric height was determined by differential leveling
 HG0686.and adjusted by the National Geodetic Survey in June 1991..
 HG0686
 HG0686.The geoid height was determined by GEOID03.
 HG0686
 HG0686.The dynamic height is computed by dividing the NAVD 88
 HG0686.geopotential number by the normal gravity value computed on the
 HG0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0686.degrees latitude (g = 980.6199 gals.).
 HG0686
 HG0686.The modeled gravity was interpolated from observed gravity values.
 HG0686
 HG0686;                    North         East    Units  Estimated Accuracy
 HG0686;SPC KS S     -   506,380.      357,750.      MT  (+/- 180 meters Scaled)
 HG0686
 HG0686                          SUPERSEDED SURVEY CONTROL
 HG0686
 HG0686.No superseded survey control is available for this station.
 HG0686
 HG0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG018641(NAD 83)
 HG0686_MARKER: I = METAL ROD
 HG0686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0686_SP_SET: STAINLESS STEEL ROD
 HG0686_STAMPING: L 357 1986
 HG0686_MARK LOGO: NGS   
 HG0686_PROJECTION: FLUSH
 HG0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0686_ROD/PIPE-DEPTH: 12.2 meters
 HG0686
 HG0686  HISTORY     - Date     Condition        Report By
 HG0686  HISTORY     - 1986     MONUMENTED       NGS
 HG0686
 HG0686                          STATION DESCRIPTION
 HG0686
 HG0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0686'11.4 KM (7.1 MI) EAST FROM HAVILAND.
 HG0686'11.4 KM (7.1 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN
 HG0686'STREET AT HAVILAND, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT
 HG0686'ROAD, 0.16 KM (0.1 MI) WEST OF MILEPOST 125, 18.1 METERS (59.5 FT)
 HG0686'NORTH OF THE HIGHWAY CENTERLINE, 21.3 METERS (70 FT) WEST OF THE
 HG0686'CENTER OF THE ROAD AND 14.3 METERS (47 FT) SOUTH OF THE SOUTH RAIL OF
 HG0686'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD.  NOTE--ACCESS TO DATUM
 HG0686'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0686'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0686'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0440 ***********************************************************************
 JH0440  DESIGNATION -  L 358
 JH0440  PID         -  JH0440
 JH0440  STATE/COUNTY-  KS/FINNEY
 JH0440  USGS QUAD   -  SHALLOW WATER (1976)
 JH0440
 JH0440                         *CURRENT SURVEY CONTROL
 JH0440  ___________________________________________________________________
 JH0440* NAD 83(1986)-  38 15 01.     (N)    100 53 03.     (W)     SCALED    
 JH0440* NAVD 88     -       886.208  (meters)    2907.50   (feet)  ADJUSTED  
 JH0440  ___________________________________________________________________
 JH0440  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 JH0440  DYNAMIC HT  -         885.451 (meters)    2905.02  (feet)  COMP
 JH0440  MODELED GRAV-     979,744.2   (mgal)                       NAVD 88
 JH0440
 JH0440  VERT ORDER  -  FIRST     CLASS II
 JH0440
 JH0440.The horizontal coordinates were scaled from a topographic map and have
 JH0440.an estimated accuracy of +/- 6 seconds.
 JH0440
 JH0440.The orthometric height was determined by differential leveling
 JH0440.and adjusted by the National Geodetic Survey in June 1991..
 JH0440
 JH0440.The geoid height was determined by GEOID03.
 JH0440
 JH0440.The dynamic height is computed by dividing the NAVD 88
 JH0440.geopotential number by the normal gravity value computed on the
 JH0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0440.degrees latitude (g = 980.6199 gals.).
 JH0440
 JH0440.The modeled gravity was interpolated from observed gravity values.
 JH0440
 JH0440;                    North         East    Units  Estimated Accuracy
 JH0440;SPC KS S     -   578,430.      191,340.      MT  (+/- 180 meters Scaled)
 JH0440
 JH0440                          SUPERSEDED SURVEY CONTROL
 JH0440
 JH0440.No superseded survey control is available for this station.
 JH0440
 JH0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH351352(NAD 83)
 JH0440_MARKER: I = METAL ROD
 JH0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0440_SP_SET: STAINLESS STEEL ROD
 JH0440_STAMPING: L 358 1986
 JH0440_MARK LOGO: NGS   
 JH0440_PROJECTION: FLUSH
 JH0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0440_ROD/PIPE-DEPTH: 18.3 meters
 JH0440
 JH0440  HISTORY     - Date     Condition        Report By
 JH0440  HISTORY     - 1986     MONUMENTED       NGS
 JH0440
 JH0440                          STATION DESCRIPTION
 JH0440
 JH0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0440'30.6 KM (19.0 MI) NORTH FROM GARDEN CITY.
 JH0440'30.65 KM (19.15 MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 JH0440'HIGHWAY 50 WEST AT GARDEN CITY, IN THE SOUTHWEST CORNER OF THE
 JH0440'JUNCTION OF A DIRT ROAD, 1.9 KM 1.2 MI) SOUTHEAST OF THE FINNEY-SCOTT
 JH0440'COUNTY LINE, 0.08 KM (0.05 MI) SOUTH OF MILEPOST 90, ALSO 26.7 KM
 JH0440'(16.7 MI) SOUTH OF SCOTT CITY, 22.7 METERS (74.5 FT) WEST OF THE
 JH0440'HIGHWAY CENTERLINE, 13.7 METERS (45 FT) SOUTH OF THE CENTER OF THE
 JH0440'ROAD AND 0.5 METER (1.5 FT) NORTH OF A CONCRETE RIGHT OF WAY POST.
 JH0440'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0440'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0440'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0712 ***********************************************************************
 HG0712  DESIGNATION -  L 359
 HG0712  PID         -  HG0712
 HG0712  STATE/COUNTY-  KS/PRATT
 HG0712  USGS QUAD   -  CAIRO (1967)
 HG0712
 HG0712                         *CURRENT SURVEY CONTROL
 HG0712  ___________________________________________________________________
 HG0712* NAD 83(1986)-  37 38 43.     (N)    098 35 14.     (W)     SCALED    
 HG0712* NAVD 88     -       536.815  (meters)    1761.20   (feet)  ADJUSTED  
 HG0712  ___________________________________________________________________
 HG0712  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 HG0712  DYNAMIC HT  -         536.364 (meters)    1759.72  (feet)  COMP
 HG0712  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 HG0712
 HG0712  VERT ORDER  -  FIRST     CLASS II
 HG0712
 HG0712.The horizontal coordinates were scaled from a topographic map and have
 HG0712.an estimated accuracy of +/- 6 seconds.
 HG0712
 HG0712.The orthometric height was determined by differential leveling
 HG0712.and adjusted by the National Geodetic Survey in June 1991..
 HG0712
 HG0712.The geoid height was determined by GEOID03.
 HG0712
 HG0712.The dynamic height is computed by dividing the NAVD 88
 HG0712.geopotential number by the normal gravity value computed on the
 HG0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0712.degrees latitude (g = 980.6199 gals.).
 HG0712
 HG0712.The modeled gravity was interpolated from observed gravity values.
 HG0712
 HG0712;                    North         East    Units  Estimated Accuracy
 HG0712;SPC KS S     -   508,610.      392,300.      MT  (+/- 180 meters Scaled)
 HG0712
 HG0712                          SUPERSEDED SURVEY CONTROL
 HG0712
 HG0712.No superseded survey control is available for this station.
 HG0712
 HG0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG364665(NAD 83)
 HG0712_MARKER: I = METAL ROD
 HG0712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0712_SP_SET: STAINLESS STEEL ROD
 HG0712_STAMPING: L 359 1986
 HG0712_MARK LOGO: NGS   
 HG0712_PROJECTION: FLUSH
 HG0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0712_ROD/PIPE-DEPTH: 17.0 meters
 HG0712
 HG0712  HISTORY     - Date     Condition        Report By
 HG0712  HISTORY     - 1986     MONUMENTED       NGS
 HG0712
 HG0712                          STATION DESCRIPTION
 HG0712
 HG0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0712'13.2 KM (8.2 MI) EAST FROM PRATT.
 HG0712'13.27 KM (8.29 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US
 HG0712'HIGHWAY 281 AT PRATT, NEAR THE NORTHEAST CORNER OF THE CAIRO CEMETARY,
 HG0712'0.76 KM (0.47 MI) EAST OF MILEPOST 146, 15.8 METERS (52 FT) SOUTH OF
 HG0712'THE HIGHWAY CENTERLINE, 10.0 METERS (33 FT) WEST OF THE NORTHEAST
 HG0712'CORNER OF THE CEMETARY, 12.8 METERS (42 FT) SOUTHEAST OF THE EAST END
 HG0712'OF THE SOUTH HEADWALL FOR A CONCRETE PIPE CULVERT, 7.8 METERS (25.5
 HG0712'FT) WEST OF THE CENTER OF THE EAST ENTRANCE TO THE CEMETARY AND 0.3
 HG0712'METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM
 HG0712'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0712'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0712'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0358 ***********************************************************************
 HG0358  DESIGNATION -  L 36
 HG0358  PID         -  HG0358
 HG0358  STATE/COUNTY-  KS/PRATT
 HG0358  USGS QUAD   -  CAIRO (1967)
 HG0358
 HG0358                         *CURRENT SURVEY CONTROL
 HG0358  ___________________________________________________________________
 HG0358* NAD 83(1986)-  37 39 11.     (N)    098 34 29.     (W)     SCALED    
 HG0358* NAVD 88     -       529.168  (meters)    1736.11   (feet)  ADJUSTED  
 HG0358  ___________________________________________________________________
 HG0358  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 HG0358  DYNAMIC HT  -         528.725 (meters)    1734.66  (feet)  COMP
 HG0358  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 HG0358
 HG0358  VERT ORDER  -  FIRST     CLASS II
 HG0358
 HG0358.The horizontal coordinates were scaled from a topographic map and have
 HG0358.an estimated accuracy of +/- 6 seconds.
 HG0358
 HG0358.The orthometric height was determined by differential leveling
 HG0358.and adjusted by the National Geodetic Survey in June 1991..
 HG0358
 HG0358.The geoid height was determined by GEOID03.
 HG0358
 HG0358.The dynamic height is computed by dividing the NAVD 88
 HG0358.geopotential number by the normal gravity value computed on the
 HG0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0358.degrees latitude (g = 980.6199 gals.).
 HG0358
 HG0358.The modeled gravity was interpolated from observed gravity values.
 HG0358
 HG0358;                    North         East    Units  Estimated Accuracy
 HG0358;SPC KS S     -   509,480.      393,410.      MT  (+/- 180 meters Scaled)
 HG0358
 HG0358                          SUPERSEDED SURVEY CONTROL
 HG0358
 HG0358  NGVD 29 (??/??/92)  528.942  (m)         1735.37   (f) ADJ UNCH    1 2
 HG0358
 HG0358.Superseded values are not recommended for survey control.
 HG0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0358.See file dsdata.txt to determine how the superseded data were derived.
 HG0358
 HG0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG375674(NAD 83)
 HG0358_MARKER: DB = BENCH MARK DISK
 HG0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0358_STAMPING: L 36 1934
 HG0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0358+STABILITY: SURFACE MOTION
 HG0358
 HG0358  HISTORY     - Date     Condition        Report By
 HG0358  HISTORY     - 1934     MONUMENTED       CGS
 HG0358
 HG0358                          STATION DESCRIPTION
 HG0358
 HG0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0358'AT PRATT.
 HG0358'ABOUT 9.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0358'RAILWAY FROM THE STATION AT PRATT, PRATT COUNTY, 27 FEET WEST OF
 HG0358'THE CENTER OF A ROAD CROSSING, AND 47 FEET NORTH OF THE CENTER
 HG0358'LINE OF THE TRACK.  A STANDARD DISK, STAMPED L 36 1934 AND SET IN
 HG0358'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0737 ***********************************************************************
 HG0737  DESIGNATION -  L 360
 HG0737  PID         -  HG0737
 HG0737  STATE/COUNTY-  KS/KINGMAN
 HG0737  USGS QUAD   -  KINGMAN NW (1967)
 HG0737
 HG0737                         *CURRENT SURVEY CONTROL
 HG0737  ___________________________________________________________________
 HG0737* NAD 83(1986)-  37 38 46.     (N)    098 10 21.     (W)     SCALED    
 HG0737* NAVD 88     -       490.130  (meters)    1608.03   (feet)  ADJUSTED  
 HG0737  ___________________________________________________________________
 HG0737  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HG0737  DYNAMIC HT  -         489.724 (meters)    1606.70  (feet)  COMP
 HG0737  MODELED GRAV-     979,786.7   (mgal)                       NAVD 88
 HG0737
 HG0737  VERT ORDER  -  FIRST     CLASS II
 HG0737
 HG0737.The horizontal coordinates were scaled from a topographic map and have
 HG0737.an estimated accuracy of +/- 6 seconds.
 HG0737
 HG0737.The orthometric height was determined by differential leveling
 HG0737.and adjusted by the National Geodetic Survey in June 1991..
 HG0737
 HG0737.The geoid height was determined by GEOID03.
 HG0737
 HG0737.The dynamic height is computed by dividing the NAVD 88
 HG0737.geopotential number by the normal gravity value computed on the
 HG0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0737.degrees latitude (g = 980.6199 gals.).
 HG0737
 HG0737.The modeled gravity was interpolated from observed gravity values.
 HG0737
 HG0737;                    North         East    Units  Estimated Accuracy
 HG0737;SPC KS S     -   508,750.      428,900.      MT  (+/- 180 meters Scaled)
 HG0737
 HG0737                          SUPERSEDED SURVEY CONTROL
 HG0737
 HG0737.No superseded survey control is available for this station.
 HG0737
 HG0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG730668(NAD 83)
 HG0737_MARKER: I = METAL ROD
 HG0737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0737_SP_SET: STAINLESS STEEL ROD
 HG0737_STAMPING: L 360 1986
 HG0737_MARK LOGO: NGS   
 HG0737_PROJECTION: FLUSH
 HG0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0737_ROD/PIPE-DEPTH: 10.9 meters
 HG0737
 HG0737  HISTORY     - Date     Condition        Report By
 HG0737  HISTORY     - 1986     MONUMENTED       NGS
 HG0737
 HG0737                          STATION DESCRIPTION
 HG0737
 HG0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0737'5.4 KM (3.35 MI) WEST FROM KINGMAN.
 HG0737'5.42 KM (3.38 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF STATE
 HG0737'HIGHWAY 14 SOUTH AT KINGMAN, IN THE SOUTHWEST CORNER OF THE JUNCTION
 HG0737'OF A COUNTY ROAD, 0.31 KM (0.19 MI) EAST OF MILEPOST 169, 74.3 METERS
 HG0737'(244 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.6 METERS (35 FT) WEST OF
 HG0737'THE CENTER OF THE ROAD, 7.6 METERS (25 FT) SOUTH OF THE SOUTH END OF A
 HG0737'GATE AND 0.3 METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM
 HG0737'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0737'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HG0737'THE MARK IS 0.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0474 ***********************************************************************
 JH0474  DESIGNATION -  L 361
 JH0474  PID         -  JH0474
 JH0474  STATE/COUNTY-  KS/LOGAN
 JH0474  USGS QUAD   -  ELKADER (1974)
 JH0474
 JH0474                         *CURRENT SURVEY CONTROL
 JH0474  ___________________________________________________________________
 JH0474* NAD 83(1986)-  38 45 16.     (N)    100 51 48.     (W)     SCALED    
 JH0474* NAVD 88     -       864.277  (meters)    2835.55   (feet)  ADJUSTED  
 JH0474  ___________________________________________________________________
 JH0474  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JH0474  DYNAMIC HT  -         863.581 (meters)    2833.27  (feet)  COMP
 JH0474  MODELED GRAV-     979,792.9   (mgal)                       NAVD 88
 JH0474
 JH0474  VERT ORDER  -  FIRST     CLASS II
 JH0474
 JH0474.The horizontal coordinates were scaled from a topographic map and have
 JH0474.an estimated accuracy of +/- 6 seconds.
 JH0474
 JH0474.The orthometric height was determined by differential leveling
 JH0474.and adjusted by the National Geodetic Survey in June 1991..
 JH0474
 JH0474.The geoid height was determined by GEOID03.
 JH0474
 JH0474.The dynamic height is computed by dividing the NAVD 88
 JH0474.geopotential number by the normal gravity value computed on the
 JH0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0474.degrees latitude (g = 980.6199 gals.).
 JH0474
 JH0474.The modeled gravity was interpolated from observed gravity values.
 JH0474
 JH0474;                    North         East    Units  Estimated Accuracy
 JH0474;SPC KS N     -    50,680.      151,150.      MT  (+/- 180 meters Scaled)
 JH0474
 JH0474                          SUPERSEDED SURVEY CONTROL
 JH0474
 JH0474.No superseded survey control is available for this station.
 JH0474
 JH0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH380911(NAD 83)
 JH0474_MARKER: I = METAL ROD
 JH0474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0474_SP_SET: STAINLESS STEEL ROD
 JH0474_STAMPING: L 361 1986
 JH0474_MARK LOGO: NGS   
 JH0474_PROJECTION: FLUSH
 JH0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0474_ROD/PIPE-DEPTH: 11.2 meters
 JH0474
 JH0474  HISTORY     - Date     Condition        Report By
 JH0474  HISTORY     - 1986     MONUMENTED       NGS
 JH0474
 JH0474                          STATION DESCRIPTION
 JH0474
 JH0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0474'30.7 KM (19.1 MI) NORTH FROM SCOTT CITY.
 JH0474'30.75 KM (19.21 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0474'SCOTT CITY, NEAR MILEPOST 126, 16.1 METERS (53 FT) EAST OF THE HIGHWAY
 JH0474'CENTERLINE, 40.2 METERS (132 FT) NORTH-NORTHEAST OF THE MILEPOST AND
 JH0474'0.4 METER (1.5 FT) WEST OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS
 JH0474'HAD THROUGH A 5-INCH LOGO CAP.
 JH0474'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0474'THE MARK IS 1.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0561 ***********************************************************************
 KH0561  DESIGNATION -  L 362
 KH0561  PID         -  KH0561
 KH0561  STATE/COUNTY-  KS/THOMAS
 KH0561  USGS QUAD   -  OAKLEY NORTH (1979)
 KH0561
 KH0561                         *CURRENT SURVEY CONTROL
 KH0561  ___________________________________________________________________
 KH0561* NAD 83(1986)-  39 08 33.     (N)    100 52 00.     (W)     SCALED    
 KH0561* NAVD 88     -       927.317  (meters)    3042.37   (feet)  ADJUSTED  
 KH0561  ___________________________________________________________________
 KH0561  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 KH0561  DYNAMIC HT  -         926.582 (meters)    3039.96  (feet)  COMP
 KH0561  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 KH0561
 KH0561  VERT ORDER  -  FIRST     CLASS II
 KH0561
 KH0561.The horizontal coordinates were scaled from a topographic map and have
 KH0561.an estimated accuracy of +/- 6 seconds.
 KH0561
 KH0561.The orthometric height was determined by differential leveling
 KH0561.and adjusted by the National Geodetic Survey in June 1991..
 KH0561
 KH0561.The geoid height was determined by GEOID03.
 KH0561
 KH0561.The dynamic height is computed by dividing the NAVD 88
 KH0561.geopotential number by the normal gravity value computed on the
 KH0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0561.degrees latitude (g = 980.6199 gals.).
 KH0561
 KH0561.The modeled gravity was interpolated from observed gravity values.
 KH0561
 KH0561;                    North         East    Units  Estimated Accuracy
 KH0561;SPC KS N     -    93,750.      152,220.      MT  (+/- 180 meters Scaled)
 KH0561
 KH0561                          SUPERSEDED SURVEY CONTROL
 KH0561
 KH0561  NGVD 29 (02/14/92)  926.972  (m)         3041.24   (f) ADJUSTED    1 2
 KH0561
 KH0561.Superseded values are not recommended for survey control.
 KH0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0561.See file dsdata.txt to determine how the superseded data were derived.
 KH0561
 KH0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ386342(NAD 83)
 KH0561_MARKER: I = METAL ROD
 KH0561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KH0561_SP_SET: STAINLESS STEEL ROD
 KH0561_STAMPING: L 362 1986
 KH0561_MARK LOGO: NGS   
 KH0561_PROJECTION: FLUSH
 KH0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0561_ROD/PIPE-DEPTH: 12.2 meters
 KH0561
 KH0561  HISTORY     - Date     Condition        Report By
 KH0561  HISTORY     - 1986     MONUMENTED       NGS
 KH0561
 KH0561                          STATION DESCRIPTION
 KH0561
 KH0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KH0561'3.7 KM (2.3 MI) NORTH FROM OAKLEY.
 KH0561'3.74 KM (2.33 MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US
 KH0561'HIGHWAY 40 AT OAKLEY, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A
 KH0561'FIELD ENTRANCE ROAD, 25.9 METERS (88.5 FT) EAST OF THE HIGHWAY
 KH0561'CENTERLINE, 5.1 METERS (17 FT) SOUTH OF THE CENTER OF THE ROAD, 2.4
 KH0561'METERS (8 FT) SOUTH OF THE SOUTH END OF A GATE AND 0.4 METER (1.5 FT)
 KH0561'WEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KH0561'LOGO CAP.
 KH0561'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KH0561'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0671 ***********************************************************************
 HH0671  DESIGNATION -  L 363
 HH0671  PID         -  HH0671
 HH0671  STATE/COUNTY-  KS/KEARNY
 HH0671  USGS QUAD   -  DEERFIELD (1978)
 HH0671
 HH0671                         *CURRENT SURVEY CONTROL
 HH0671  ___________________________________________________________________
 HH0671* NAD 83(1986)-  37 58 23.     (N)    101 10 55.     (W)     SCALED    
 HH0671* NAVD 88     -       914.044  (meters)    2998.83   (feet)  ADJUSTED  
 HH0671  ___________________________________________________________________
 HH0671  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HH0671  DYNAMIC HT  -         913.215 (meters)    2996.11  (feet)  COMP
 HH0671  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 HH0671
 HH0671  VERT ORDER  -  FIRST     CLASS II
 HH0671
 HH0671.The horizontal coordinates were scaled from a topographic map and have
 HH0671.an estimated accuracy of +/- 6 seconds.
 HH0671
 HH0671.The orthometric height was determined by differential leveling
 HH0671.and adjusted by the National Geodetic Survey in June 1991..
 HH0671
 HH0671.The geoid height was determined by GEOID03.
 HH0671
 HH0671.The dynamic height is computed by dividing the NAVD 88
 HH0671.geopotential number by the normal gravity value computed on the
 HH0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0671.degrees latitude (g = 980.6199 gals.).
 HH0671
 HH0671.The modeled gravity was interpolated from observed gravity values.
 HH0671
 HH0671;                    North         East    Units  Estimated Accuracy
 HH0671;SPC KS S     -   548,380.      164,400.      MT  (+/- 180 meters Scaled)
 HH0671
 HH0671                          SUPERSEDED SURVEY CONTROL
 HH0671
 HH0671.No superseded survey control is available for this station.
 HH0671
 HH0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH083050(NAD 83)
 HH0671_MARKER: I = METAL ROD
 HH0671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0671_SP_SET: STAINLESS STEEL ROD
 HH0671_STAMPING: L 363 1986
 HH0671_MARK LOGO: NGS   
 HH0671_PROJECTION: FLUSH
 HH0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0671_ROD/PIPE-DEPTH: 8.5  meters
 HH0671
 HH0671  HISTORY     - Date     Condition        Report By
 HH0671  HISTORY     - 1986     MONUMENTED       NGS
 HH0671
 HH0671                          STATION DESCRIPTION
 HH0671
 HH0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0671'7.8 KM (4.85 MI) EAST FROM LAKIN.
 HH0671'7.8 KM (4.85 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0671'ROUTE 25 IN LAKIN, NEAR THE SOUTHEAST END OF A BRIDGE OVER THE GREAT
 HH0671'EASTERN DITCH, 21.6 METERS (71 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 HH0671'29.6 METERS (97 FT) SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHEAST
 HH0671'WING WALL FOR THE BRIDGE, 14.9 METERS (49 FT) EAST OF A TELEPHONE
 HH0671'JUNCTION BOX 3L4, 0.8 METER (2.5 FT) NORTH OF A FENCE AND 0.46 METER
 HH0671'(1.5 FT) WEST OF A RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS
 HH0671'HAD THROUGH A 5-INCH LOGO CAP.
 HH0671'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HH0671'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0511 ***********************************************************************
 KG0511  DESIGNATION -  L 364
 KG0511  PID         -  KG0511
 KG0511  STATE/COUNTY-  KS/NORTON
 KG0511  USGS QUAD   -  EDMOND NW (1978)
 KG0511
 KG0511                         *CURRENT SURVEY CONTROL
 KG0511  ___________________________________________________________________
 KG0511* NAD 83(1986)-  39 42 43.     (N)    099 53 23.     (W)     SCALED    
 KG0511* NAVD 88     -       734.982  (meters)    2411.35   (feet)  ADJUSTED  
 KG0511  ___________________________________________________________________
 KG0511  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 KG0511  DYNAMIC HT  -         734.486 (meters)    2409.73  (feet)  COMP
 KG0511  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 KG0511
 KG0511  VERT ORDER  -  FIRST     CLASS II
 KG0511
 KG0511.The horizontal coordinates were scaled from a topographic map and have
 KG0511.an estimated accuracy of +/- 6 seconds.
 KG0511
 KG0511.The orthometric height was determined by differential leveling
 KG0511.and adjusted by the National Geodetic Survey in June 1991..
 KG0511
 KG0511.The geoid height was determined by GEOID03.
 KG0511
 KG0511.The dynamic height is computed by dividing the NAVD 88
 KG0511.geopotential number by the normal gravity value computed on the
 KG0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0511.degrees latitude (g = 980.6199 gals.).
 KG0511
 KG0511.The modeled gravity was interpolated from observed gravity values.
 KG0511
 KG0511;                    North         East    Units  Estimated Accuracy
 KG0511;SPC KS N     -   154,740.      237,970.      MT  (+/- 180 meters Scaled)
 KG0511
 KG0511                          SUPERSEDED SURVEY CONTROL
 KG0511
 KG0511  NGVD 29 (02/14/92)  734.714  (m)         2410.47   (f) ADJUSTED    1 2
 KG0511
 KG0511.Superseded values are not recommended for survey control.
 KG0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0511.See file dsdata.txt to determine how the superseded data were derived.
 KG0511
 KG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ237961(NAD 83)
 KG0511_MARKER: I = METAL ROD
 KG0511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0511_SP_SET: STAINLESS STEEL ROD
 KG0511_STAMPING: L 364 1986
 KG0511_MARK LOGO: NGS   
 KG0511_PROJECTION: FLUSH
 KG0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0511_ROD/PIPE-DEPTH: 8.5  meters
 KG0511
 KG0511  HISTORY     - Date     Condition        Report By
 KG0511  HISTORY     - 1986     MONUMENTED       NGS
 KG0511
 KG0511                          STATION DESCRIPTION
 KG0511
 KG0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0511'13.9 KM (8.65 MI) SOUTH FROM NORTON.
 KG0511'13.9 KM (8.7 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0511'HIGHWAY 36 AT NORTON, IN THE NORTHWEST CORNER OF THE JUNCTION OF A
 KG0511'DIRT ROAD, 0.69 KM (0.43 MI) NORTH OF MILEPOST 197, 20.0 METERS (65.5
 KG0511'FT) WEST OF THE HIGHWAY CENTERLINE, 9.9 METERS (32.5 FT) NORTH OF THE
 KG0511'CENTER OF THE ROAD, 1.0 METER (3.5 FT) NORTHEAST OF A FENCE CORNER AND
 KG0511'0.4 METER (1.5 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 KG0511'HAD THROUGH A 5-INCH LOGO CAP.
 KG0511'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KG0511'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0493 ***********************************************************************
 KG0493  DESIGNATION -  L 365
 KG0493  PID         -  KG0493
 KG0493  STATE/COUNTY-  KS/GRAHAM
 KG0493  USGS QUAD   -  HILL CITY NORTH (1979)
 KG0493
 KG0493                         *CURRENT SURVEY CONTROL
 KG0493  ___________________________________________________________________
 KG0493* NAD 83(1986)-  39 29 17.     (N)    099 50 40.     (W)     SCALED    
 KG0493* NAVD 88     -       734.734  (meters)    2410.54   (feet)  ADJUSTED  
 KG0493  ___________________________________________________________________
 KG0493  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 KG0493  DYNAMIC HT  -         734.209 (meters)    2408.82  (feet)  COMP
 KG0493  MODELED GRAV-     979,887.8   (mgal)                       NAVD 88
 KG0493
 KG0493  VERT ORDER  -  FIRST     CLASS II
 KG0493
 KG0493.The horizontal coordinates were scaled from a topographic map and have
 KG0493.an estimated accuracy of +/- 6 seconds.
 KG0493
 KG0493.The orthometric height was determined by differential leveling
 KG0493.and adjusted by the National Geodetic Survey in June 1991..
 KG0493
 KG0493.The geoid height was determined by GEOID03.
 KG0493
 KG0493.The dynamic height is computed by dividing the NAVD 88
 KG0493.geopotential number by the normal gravity value computed on the
 KG0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0493.degrees latitude (g = 980.6199 gals.).
 KG0493
 KG0493.The modeled gravity was interpolated from observed gravity values.
 KG0493
 KG0493;                    North         East    Units  Estimated Accuracy
 KG0493;SPC KS N     -   129,810.      241,340.      MT  (+/- 180 meters Scaled)
 KG0493
 KG0493                          SUPERSEDED SURVEY CONTROL
 KG0493
 KG0493  NGVD 29 (02/14/92)  734.444  (m)         2409.59   (f) ADJUSTED    1 2
 KG0493
 KG0493.Superseded values are not recommended for survey control.
 KG0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0493.See file dsdata.txt to determine how the superseded data were derived.
 KG0493
 KG0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ273712(NAD 83)
 KG0493_MARKER: I = METAL ROD
 KG0493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0493_SP_SET: STAINLESS STEEL ROD
 KG0493_STAMPING: L 365 1986
 KG0493_MARK LOGO: NGS   
 KG0493_PROJECTION: FLUSH
 KG0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0493_ROD/PIPE-DEPTH: 12.1 meters
 KG0493
 KG0493  HISTORY     - Date     Condition        Report By
 KG0493  HISTORY     - 1986     MONUMENTED       NGS
 KG0493
 KG0493                          STATION DESCRIPTION
 KG0493
 KG0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0493'13.5 KM (8.4 MI) NORTH FROM HILL CITY.
 KG0493'13.58 KM (8.48 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0493'HIGHWAY 24 AT HILL CITY, ON TOP OF THE NORTH END OF A SMALL CUT, 18.2
 KG0493'METERS (60 FT) EAST OF THE HIGHWAY CENTERLINE, 72.8 METERS (239 FT)
 KG0493'SOUTH OF MILEPOST 180, 32.7 METERS (107.5 FT) NORTH OF A POWER POLE
 KG0493'AND 0.6 METER (2 FT) WEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 KG0493'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KG0493'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KG0493'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1066 ***********************************************************************
 KE1066  DESIGNATION -  L 367
 KE1066  PID         -  KE1066
 KE1066  STATE/COUNTY-  KS/SHAWNEE
 KE1066  USGS QUAD   -  TOPEKA (1983)
 KE1066
 KE1066                         *CURRENT SURVEY CONTROL
 KE1066  ___________________________________________________________________
 KE1066* NAD 83(1986)-  39 02 52.     (N)    095 40 15.     (W)     SCALED    
 KE1066* NAVD 88     -       274.355  (meters)     900.11   (feet)  ADJUSTED  
 KE1066  ___________________________________________________________________
 KE1066  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KE1066  DYNAMIC HT  -         274.176 (meters)     899.53  (feet)  COMP
 KE1066  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 KE1066
 KE1066  VERT ORDER  -  FIRST     CLASS II
 KE1066
 KE1066.The horizontal coordinates were scaled from a topographic map and have
 KE1066.an estimated accuracy of +/- 6 seconds.
 KE1066
 KE1066.The orthometric height was determined by differential leveling
 KE1066.and adjusted by the National Geodetic Survey in June 1991..
 KE1066
 KE1066.The geoid height was determined by GEOID03.
 KE1066
 KE1066.The dynamic height is computed by dividing the NAVD 88
 KE1066.geopotential number by the normal gravity value computed on the
 KE1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1066.degrees latitude (g = 980.6199 gals.).
 KE1066
 KE1066.The modeled gravity was interpolated from observed gravity values.
 KE1066
 KE1066;                    North         East    Units  Estimated Accuracy
 KE1066;SPC KS N     -    81,900.      601,600.      MT  (+/- 180 meters Scaled)
 KE1066
 KE1066                          SUPERSEDED SURVEY CONTROL
 KE1066
 KE1066.No superseded survey control is available for this station.
 KE1066
 KE1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD688254(NAD 83)
 KE1066_MARKER: DB = BENCH MARK DISK
 KE1066_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1066_SP_SET: PIER
 KE1066_STAMPING: L 367 1986
 KE1066_MARK LOGO: NGS   
 KE1066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KE1066+STABILITY: POSITION/ELEVATION WELL
 KE1066
 KE1066  HISTORY     - Date     Condition        Report By
 KE1066  HISTORY     - 1986     MONUMENTED       NGS
 KE1066
 KE1066                          STATION DESCRIPTION
 KE1066
 KE1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1066'IN TOPEKA.
 KE1066'IN TOPEKA, AT THE INTERSECTION OF 8TH AVENUE AND INTERSTATE HIGHWAY
 KE1066'70, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1 OF 6
 KE1066'COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE AVENUE
 KE1066'OVERPASS OF THE HIGHWAY, 11.8 M (38.7 FT) NORTH OF THE CENTER OF THE
 KE1066'OVERPASS, AND 9.1 M (29.9 FT) EAST OF THE CENTER OF THE NORTH BOUND
 KE1066'LANES OF THE HIGHWAY.
 KE1066'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1586 ***********************************************************************
 JE1586  DESIGNATION -  L 368
 JE1586  PID         -  JE1586
 JE1586  STATE/COUNTY-  KS/DOUGLAS
 JE1586  USGS QUAD   -  LAWRENCE WEST (1991)
 JE1586
 JE1586                         *CURRENT SURVEY CONTROL
 JE1586  ___________________________________________________________________
 JE1586* NAD 83(1986)-  38 58 16.     (N)    095 15 53.     (W)     SCALED    
 JE1586* NAVD 88     -       306.166  (meters)    1004.48   (feet)  ADJUSTED  
 JE1586  ___________________________________________________________________
 JE1586  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 JE1586  DYNAMIC HT  -         305.967 (meters)    1003.83  (feet)  COMP
 JE1586  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 JE1586
 JE1586  VERT ORDER  -  FIRST     CLASS II
 JE1586
 JE1586.The horizontal coordinates were scaled from a topographic map and have
 JE1586.an estimated accuracy of +/- 6 seconds.
 JE1586
 JE1586.The orthometric height was determined by differential leveling
 JE1586.and adjusted by the National Geodetic Survey in June 1991..
 JE1586
 JE1586.The geoid height was determined by GEOID03.
 JE1586
 JE1586.The dynamic height is computed by dividing the NAVD 88
 JE1586.geopotential number by the normal gravity value computed on the
 JE1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1586.degrees latitude (g = 980.6199 gals.).
 JE1586
 JE1586.The modeled gravity was interpolated from observed gravity values.
 JE1586
 JE1586;                    North         East    Units  Estimated Accuracy
 JE1586;SPC KS N     -    74,380.      637,000.      MT  (+/- 180 meters Scaled)
 JE1586
 JE1586                          SUPERSEDED SURVEY CONTROL
 JE1586
 JE1586.No superseded survey control is available for this station.
 JE1586
 JE1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD038160(NAD 83)
 JE1586_MARKER: I = METAL ROD
 JE1586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JE1586+WITH SETTING: INFORMATION.
 JE1586_SP_SET: SHALLOW-SET METAL ROD
 JE1586_STAMPING: L 368 1986
 JE1586_MARK LOGO: NGS   
 JE1586_PROJECTION: RECESSED 1 CENTIMETERS
 JE1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1586_ROD/PIPE-DEPTH: 1.2  meters
 JE1586
 JE1586  HISTORY     - Date     Condition        Report By
 JE1586  HISTORY     - 1986     MONUMENTED       NGS
 JE1586
 JE1586                          STATION DESCRIPTION
 JE1586
 JE1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1586'IN LAWRENCE.
 JE1586'IN LAWRENCE, AT THE JUNCTION OF 6TH STREET AND ROCKLEDGE ROAD, IN THE
 JE1586'NORTHWEST CORNER OF CENTENNIAL PARK, 47.5 M (155.8 FT) SOUTH OF THE
 JE1586'CENTER OF THE STREET, 8.7 M (28.5 FT) EAST OF THE CENTER OF THE ROAD,
 JE1586'3.7 M (12.1 FT) EAST OF THE EAST EDGE OF A CURB, AND 2.2 M (7.2 FT)
 JE1586'SOUTHEAST OF A UTILITY POLE WITH 2 GUY WIRES.  NOTE--ACCESS TO DATUM
 JE1586'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JE1586'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1292 ***********************************************************************
 JF1292  DESIGNATION -  L 369
 JF1292  PID         -  JF1292
 JF1292  STATE/COUNTY-  KS/RENO
 JF1292  USGS QUAD   -  HUTCHINSON (1978)
 JF1292
 JF1292                         *CURRENT SURVEY CONTROL
 JF1292  ___________________________________________________________________
 JF1292* NAD 83(1986)-  38 02 06.     (N)    097 56 58.     (W)     SCALED    
 JF1292* NAVD 88     -       466.839  (meters)    1531.62   (feet)  ADJUSTED  
 JF1292  ___________________________________________________________________
 JF1292  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF1292  DYNAMIC HT  -         466.477 (meters)    1530.43  (feet)  COMP
 JF1292  MODELED GRAV-     979,839.9   (mgal)                       NAVD 88
 JF1292
 JF1292  VERT ORDER  -  FIRST     CLASS II
 JF1292
 JF1292.The horizontal coordinates were scaled from a topographic map and have
 JF1292.an estimated accuracy of +/- 6 seconds.
 JF1292
 JF1292.The orthometric height was determined by differential leveling
 JF1292.and adjusted by the National Geodetic Survey in June 1991..
 JF1292
 JF1292.The geoid height was determined by GEOID03.
 JF1292
 JF1292.The dynamic height is computed by dividing the NAVD 88
 JF1292.geopotential number by the normal gravity value computed on the
 JF1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1292.degrees latitude (g = 980.6199 gals.).
 JF1292
 JF1292.The modeled gravity was interpolated from observed gravity values.
 JF1292
 JF1292;                    North         East    Units  Estimated Accuracy
 JF1292;SPC KS S     -   552,010.      448,330.      MT  (+/- 180 meters Scaled)
 JF1292
 JF1292                          SUPERSEDED SURVEY CONTROL
 JF1292
 JF1292.No superseded survey control is available for this station.
 JF1292
 JF1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH921102(NAD 83)
 JF1292_MARKER: I = METAL ROD
 JF1292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JF1292_SP_SET: STAINLESS STEEL ROD
 JF1292_STAMPING: L 369 1986
 JF1292_MARK LOGO: NGS   
 JF1292_PROJECTION: RECESSED 2 CENTIMETERS
 JF1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1292_ROD/PIPE-DEPTH: 23.2 meters
 JF1292
 JF1292  HISTORY     - Date     Condition        Report By
 JF1292  HISTORY     - 1986     MONUMENTED       NGS
 JF1292
 JF1292                          STATION DESCRIPTION
 JF1292
 JF1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1292'IN SOUTH HUTCHINSON.
 JF1292'IN SOUTH HUTCHINSIN, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND
 JF1292'6TH AVENUE, 17.6 M (57.7 FT) EAST OF THE NEAR RAIL, 17.1 M (56.1 FT)
 JF1292'SOUTH OF THE CENTERLINE OF THE AVENUE, AND 1.1 M (3.6 FT) NORTH OF A
 JF1292'UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JF1292'THROUGH A 5-INCH LOGO CAP.
 JF1292'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0124 ***********************************************************************
 JH0124  DESIGNATION -  L 37
 JH0124  PID         -  JH0124
 JH0124  STATE/COUNTY-  KS/SCOTT
 JH0124  USGS QUAD   -  MANNING (1974)
 JH0124
 JH0124                         *CURRENT SURVEY CONTROL
 JH0124  ___________________________________________________________________
 JH0124* NAD 83(1986)-  38 33 23.     (N)    100 43 25.     (W)     SCALED    
 JH0124* NAVD 88     -       889.965  (meters)    2919.83   (feet)  ADJUSTED  
 JH0124  ___________________________________________________________________
 JH0124  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 JH0124  DYNAMIC HT  -         889.219 (meters)    2917.38  (feet)  COMP
 JH0124  MODELED GRAV-     979,760.4   (mgal)                       NAVD 88
 JH0124
 JH0124  VERT ORDER  -  SECOND    CLASS 0
 JH0124
 JH0124.The horizontal coordinates were scaled from a topographic map and have
 JH0124.an estimated accuracy of +/- 6 seconds.
 JH0124
 JH0124.The orthometric height was determined by differential leveling
 JH0124.and adjusted by the National Geodetic Survey in June 1991..
 JH0124
 JH0124.The geoid height was determined by GEOID03.
 JH0124
 JH0124.The dynamic height is computed by dividing the NAVD 88
 JH0124.geopotential number by the normal gravity value computed on the
 JH0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0124.degrees latitude (g = 980.6199 gals.).
 JH0124
 JH0124.The modeled gravity was interpolated from observed gravity values.
 JH0124
 JH0124;                    North         East    Units  Estimated Accuracy
 JH0124;SPC KS S     -   612,050.      206,200.      MT  (+/- 180 meters Scaled)
 JH0124
 JH0124                          SUPERSEDED SURVEY CONTROL
 JH0124
 JH0124.No superseded survey control is available for this station.
 JH0124
 JH0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH498689(NAD 83)
 JH0124_MARKER: DB = BENCH MARK DISK
 JH0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0124+STABILITY: SURFACE MOTION
 JH0124
 JH0124  HISTORY     - Date     Condition        Report By
 JH0124  HISTORY     - UNK      MONUMENTED       CGS
 JH0124  HISTORY     - 1934     GOOD             NGS
 JH0124
 JH0124                          STATION DESCRIPTION
 JH0124
 JH0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0124'AT MANNING.
 JH0124'AT MANNING LOCATED ALONG THE R. OF W. OF THE MO. P.R.R. 103
 JH0124'FT EAST CENTER OF SECTION LINE ROAD 77 FT NORTH OF THE NORTH
 JH0124'CORNER OF THE STATION AT MANNING 47 FT S.W. POLE 671-19 43 FT
 JH0124'N.W. CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0763 ***********************************************************************
 KF0763  DESIGNATION -  L 370
 KF0763  PID         -  KF0763
 KF0763  STATE/COUNTY-  KS/RILEY
 KF0763  USGS QUAD   -  OGDEN (1982)
 KF0763
 KF0763                         *CURRENT SURVEY CONTROL
 KF0763  ___________________________________________________________________
 KF0763* NAD 83(1986)-  39 05 39.     (N)    096 42 35.     (W)     SCALED    
 KF0763* NAVD 88     -       319.007  (meters)    1046.61   (feet)  ADJUSTED  
 KF0763  ___________________________________________________________________
 KF0763  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 KF0763  DYNAMIC HT  -         318.791 (meters)    1045.90  (feet)  COMP
 KF0763  MODELED GRAV-     979,941.6   (mgal)                       NAVD 88
 KF0763
 KF0763  VERT ORDER  -  FIRST     CLASS II
 KF0763
 KF0763.The horizontal coordinates were scaled from a topographic map and have
 KF0763.an estimated accuracy of +/- 6 seconds.
 KF0763
 KF0763.The orthometric height was determined by differential leveling
 KF0763.and adjusted by the National Geodetic Survey in June 1991..
 KF0763
 KF0763.The geoid height was determined by GEOID03.
 KF0763
 KF0763.The dynamic height is computed by dividing the NAVD 88
 KF0763.geopotential number by the normal gravity value computed on the
 KF0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0763.degrees latitude (g = 980.6199 gals.).
 KF0763
 KF0763.The modeled gravity was interpolated from observed gravity values.
 KF0763
 KF0763;                    North         East    Units  Estimated Accuracy
 KF0763;SPC KS N     -    85,260.      511,620.      MT  (+/- 180 meters Scaled)
 KF0763
 KF0763                          SUPERSEDED SURVEY CONTROL
 KF0763
 KF0763.No superseded survey control is available for this station.
 KF0763
 KF0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ980297(NAD 83)
 KF0763_MARKER: I = METAL ROD
 KF0763_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KF0763_SP_SET: STAINLESS STEEL ROD
 KF0763_STAMPING: L 370 1986
 KF0763_MARK LOGO: NGS   
 KF0763_PROJECTION: FLUSH
 KF0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0763_ROD/PIPE-DEPTH: 11.6 meters
 KF0763
 KF0763  HISTORY     - Date     Condition        Report By
 KF0763  HISTORY     - 1986     MONUMENTED       NGS
 KF0763
 KF0763                          STATION DESCRIPTION
 KF0763
 KF0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0763'14.7 KM (9.15 MI) NE FROM JUNCTION CITY.
 KF0763'9.6 KM (5.95 MI) EASTERLY ALONG INTERSTATE HIGHWAY 70 FROM ITS
 KF0763'JUNCTION WITH THE UNION PACIFIC RAILROAD IN JUNCTION CITY, THENCE 5.1
 KF0763'KM (3.15 MI) NORTHEASTERLY ALONG STATE HIGHWAY 18, 54.8 M (179.8 FT)
 KF0763'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 20.6 M (67.6 FT)
 KF0763'NORTHEAST OF THE EXTENDED CENTER OF A PAVED ROAD LEADING NORTHWEST.
 KF0763'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KF0763'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST AND FENCE
 KF0763'THE MARK IS 4.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1610 ***********************************************************************
 JE1610  DESIGNATION -  L 371
 JE1610  PID         -  JE1610
 JE1610  STATE/COUNTY-  KS/JOHNSON
 JE1610  USGS QUAD   -  DE SOTO (1991)
 JE1610
 JE1610                         *CURRENT SURVEY CONTROL
 JE1610  ___________________________________________________________________
 JE1610* NAD 83(1986)-  38 58 03.     (N)    094 57 27.     (W)     SCALED    
 JE1610* NAVD 88     -       264.777  (meters)     868.69   (feet)  ADJUSTED  
 JE1610  ___________________________________________________________________
 JE1610  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE1610  DYNAMIC HT  -         264.604 (meters)     868.12  (feet)  COMP
 JE1610  MODELED GRAV-     979,969.6   (mgal)                       NAVD 88
 JE1610
 JE1610  VERT ORDER  -  FIRST     CLASS II
 JE1610
 JE1610.The horizontal coordinates were scaled from a topographic map and have
 JE1610.an estimated accuracy of +/- 6 seconds.
 JE1610
 JE1610.The orthometric height was determined by differential leveling
 JE1610.and adjusted by the National Geodetic Survey in June 1991..
 JE1610
 JE1610.The geoid height was determined by GEOID03.
 JE1610
 JE1610.The dynamic height is computed by dividing the NAVD 88
 JE1610.geopotential number by the normal gravity value computed on the
 JE1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1610.degrees latitude (g = 980.6199 gals.).
 JE1610
 JE1610.The modeled gravity was interpolated from observed gravity values.
 JE1610
 JE1610;                    North         East    Units  Estimated Accuracy
 JE1610;SPC KS N     -    74,830.      663,620.      MT  (+/- 180 meters Scaled)
 JE1610
 JE1610                          SUPERSEDED SURVEY CONTROL
 JE1610
 JE1610.No superseded survey control is available for this station.
 JE1610
 JE1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD304149(NAD 83)
 JE1610_MARKER: I = METAL ROD
 JE1610_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JE1610+WITH SETTING: INFORMATION.
 JE1610_SP_SET: SHALLOW-SET METAL ROD
 JE1610_STAMPING: L 371 1986
 JE1610_MARK LOGO: NGS   
 JE1610_PROJECTION: FLUSH
 JE1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1610_ROD/PIPE-DEPTH: 2.5  meters
 JE1610
 JE1610  HISTORY     - Date     Condition        Report By
 JE1610  HISTORY     - 1986     MONUMENTED       NGS
 JE1610
 JE1610                          STATION DESCRIPTION
 JE1610
 JE1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1610'32.0 KM (19.9 MI) WEST FROM SHAWNEE.
 JE1610'14.3 KM (8.9 MI) WESTERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 JE1610'WITH INTERSTATE HIGHWAY 35 IN SHAWNEE, THENCE 7.4 KM (4.6 MI)
 JE1610'SOUTHERLY ALONG STATE HIGHWAY 7, THENCE 9.4 KM (5.85 MI) WESTERLY
 JE1610'ALONG STATE HIGHWAY 10, THENCE 0.9 KM (0.55 MI) NORTH ALONG KILL CREEK
 JE1610'ROAD, 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF THE ROAD, 6.0 M
 JE1610'(19.7 FT) NORTH OF THE CENTER OF 89TH STREET, AND 0.9 M (3.0 FT)
 JE1610'NORTHWEST OF A UTILITY POLE WITH 1 GUY WIRE.  NOTE--ACCESS TO DATUM
 JE1610'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JE1610'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JE1610'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0781 ***********************************************************************
 HG0781  DESIGNATION -  L 372
 HG0781  PID         -  HG0781
 HG0781  STATE/COUNTY-  KS/KINGMAN
 HG0781  USGS QUAD   -  PENALOSA (1967)
 HG0781
 HG0781                         *CURRENT SURVEY CONTROL
 HG0781  ___________________________________________________________________
 HG0781* NAD 83(1986)-  37 38 43.     (N)    098 22 27.     (W)     SCALED    
 HG0781* NAVD 88     -       493.256  (meters)    1618.29   (feet)  ADJUSTED  
 HG0781  ___________________________________________________________________
 HG0781  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 HG0781  DYNAMIC HT  -         492.842 (meters)    1616.93  (feet)  COMP
 HG0781  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 HG0781
 HG0781  VERT ORDER  -  FIRST     CLASS II
 HG0781
 HG0781.The horizontal coordinates were scaled from a topographic map and have
 HG0781.an estimated accuracy of +/- 6 seconds.
 HG0781
 HG0781.The orthometric height was determined by differential leveling
 HG0781.and adjusted by the National Geodetic Survey in June 1991..
 HG0781
 HG0781.The geoid height was determined by GEOID03.
 HG0781
 HG0781.The dynamic height is computed by dividing the NAVD 88
 HG0781.geopotential number by the normal gravity value computed on the
 HG0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0781.degrees latitude (g = 980.6199 gals.).
 HG0781
 HG0781.The modeled gravity was interpolated from observed gravity values.
 HG0781
 HG0781;                    North         East    Units  Estimated Accuracy
 HG0781;SPC KS S     -   508,620.      411,110.      MT  (+/- 180 meters Scaled)
 HG0781
 HG0781                          SUPERSEDED SURVEY CONTROL
 HG0781
 HG0781.No superseded survey control is available for this station.
 HG0781
 HG0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG552666(NAD 83)
 HG0781_MARKER: I = METAL ROD
 HG0781_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0781_SP_SET: STAINLESS STEEL ROD
 HG0781_STAMPING: L 372 1987
 HG0781_MARK LOGO: NGS   
 HG0781_PROJECTION: FLUSH
 HG0781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0781_ROD/PIPE-DEPTH: 8.5  meters
 HG0781
 HG0781  HISTORY     - Date     Condition        Report By
 HG0781  HISTORY     - 1987     MONUMENTED       NGS
 HG0781
 HG0781                          STATION DESCRIPTION
 HG0781
 HG0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 HG0781'4.8 KM (3.0 MI) EAST FROM CUNNINGHAM.
 HG0781'4.8 KM (3.0 MI) EASTERLY ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH
 HG0781'COUNTY ROAD 359 IN CUNNINGHAM, 42.4 M (139.1 FT) NORTH OF THE
 HG0781'CENTERLINE OF THE HIGHWAY, 8.2 M (26.9 FT) WEST OF THE CENTER OF A
 HG0781'GRAVELED ROAD LEADING NORTH, AND 3.9 M (12.8 FT) NORTH OF THE CENTER
 HG0781'OF A WIRE GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HG0781'LOGO CAP.
 HG0781'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HG0781'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6459 ***********************************************************************
 AE6459  DESIGNATION -  L 375
 AE6459  PID         -  AE6459
 AE6459  STATE/COUNTY-  KS/MARION
 AE6459  USGS QUAD   -  WALDECK (1985)
 AE6459
 AE6459                         *CURRENT SURVEY CONTROL
 AE6459  ___________________________________________________________________
 AE6459* NAD 83(1986)-  38 23 02.     (N)    097 20 07.     (W)     SCALED    
 AE6459* NAVD 88     -       467.885  (meters)    1535.05   (feet)  ADJUSTED  
 AE6459  ___________________________________________________________________
 AE6459  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AE6459  DYNAMIC HT  -         467.532 (meters)    1533.89  (feet)  COMP
 AE6459  MODELED GRAV-     979,862.1   (mgal)                       NAVD 88
 AE6459
 AE6459  VERT ORDER  -  FIRST     CLASS II
 AE6459
 AE6459.The horizontal coordinates were scaled from a topographic map and have
 AE6459.an estimated accuracy of +/- 6 seconds.
 AE6459
 AE6459.The orthometric height was determined by differential leveling
 AE6459.and adjusted by the National Geodetic Survey in July 2002..
 AE6459
 AE6459.The geoid height was determined by GEOID03.
 AE6459
 AE6459.The dynamic height is computed by dividing the NAVD 88
 AE6459.geopotential number by the normal gravity value computed on the
 AE6459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6459.degrees latitude (g = 980.6199 gals.).
 AE6459
 AE6459.The modeled gravity was interpolated from observed gravity values.
 AE6459
 AE6459;                    North         East    Units  Estimated Accuracy
 AE6459;SPC KS S     -   591,230.      501,760.      MT  (+/- 180 meters Scaled)
 AE6459
 AE6459                          SUPERSEDED SURVEY CONTROL
 AE6459
 AE6459.No superseded survey control is available for this station.
 AE6459
 AE6459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH453497(NAD 83)
 AE6459_MARKER: I = METAL ROD
 AE6459_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6459_STAMPING: L 375 1998
 AE6459_MARK LOGO: NGS   
 AE6459_PROJECTION: FLUSH
 AE6459_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6459+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AE6459_ROD/PIPE-DEPTH: 6.0  meters
 AE6459_SLEEVE-DEPTH  : 0.9 meters
 AE6459
 AE6459  HISTORY     - Date     Condition        Report By
 AE6459  HISTORY     - 1998     MONUMENTED       NGS
 AE6459
 AE6459                          STATION DESCRIPTION
 AE6459
 AE6459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE6459'22.0 KM (13.65 MI) EASTERLY ALONG U.S.  HIGHWAY 56 FROM THE JUNCTION
 AE6459'OF INTERSTATE HIGHWAY 135 IN MCPHERSON (EXIT 60) , THENCE 0.1 KM (0.05
 AE6459'MI) NORTHERLY ALONG MERIDIAN ROAD, THENCE 3.2 KM (2.00 MI) EASTERLY
 AE6459'ALONG 210TH ROAD, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG BUFFALO
 AE6459'ROAD, 66.3 M (217.5 FT) SOUTH OF A FENCE CORNER, 25.5 M (83.7 FT)
 AE6459'NORTH OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE, 21.5 M (70.5 FT)
 AE6459'NORTH OF A PIPELINE WARNING SIGN, 8.6 M (28.2 FT) WEST OF THE ROAD
 AE6459'CENTER, 0.5 M (1.6 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M
 AE6459'(1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT
 AE6459'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE6459'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0273 ***********************************************************************
 JG0273  DESIGNATION -  L 38
 JG0273  PID         -  JG0273
 JG0273  STATE/COUNTY-  KS/RUSSELL
 JG0273  USGS QUAD   -  HOMER (1979)
 JG0273
 JG0273                         *CURRENT SURVEY CONTROL
 JG0273  ___________________________________________________________________
 JG0273* NAD 83(1986)-  38 48 45.     (N)    098 51 19.     (W)     SCALED    
 JG0273* NAVD 88     -       552.511  (meters)    1812.70   (feet)  ADJUSTED  
 JG0273  ___________________________________________________________________
 JG0273  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0273  DYNAMIC HT  -         552.119 (meters)    1811.41  (feet)  COMP
 JG0273  MODELED GRAV-     979,900.0   (mgal)                       NAVD 88
 JG0273
 JG0273  VERT ORDER  -  SECOND    CLASS 0
 JG0273
 JG0273.The horizontal coordinates were scaled from a topographic map and have
 JG0273.an estimated accuracy of +/- 6 seconds.
 JG0273
 JG0273.The orthometric height was determined by differential leveling
 JG0273.and adjusted by the National Geodetic Survey in June 1991..
 JG0273
 JG0273.The geoid height was determined by GEOID03.
 JG0273
 JG0273.The dynamic height is computed by dividing the NAVD 88
 JG0273.geopotential number by the normal gravity value computed on the
 JG0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0273.degrees latitude (g = 980.6199 gals.).
 JG0273
 JG0273.The modeled gravity was interpolated from observed gravity values.
 JG0273
 JG0273;                    North         East    Units  Estimated Accuracy
 JG0273;SPC KS N     -    53,540.      325,720.      MT  (+/- 180 meters Scaled)
 JG0273
 JG0273                          SUPERSEDED SURVEY CONTROL
 JG0273
 JG0273  NGVD 29 (??/??/92)  552.288  (m)         1811.96   (f) ADJ UNCH    2 0
 JG0273
 JG0273.Superseded values are not recommended for survey control.
 JG0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0273.See file dsdata.txt to determine how the superseded data were derived.
 JG0273
 JG0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH125959(NAD 83)
 JG0273_MARKER: DB = BENCH MARK DISK
 JG0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0273+STABILITY: SURFACE MOTION
 JG0273
 JG0273  HISTORY     - Date     Condition        Report By
 JG0273  HISTORY     - UNK      MONUMENTED       CGS
 JG0273  HISTORY     - 1934     GOOD             NGS
 JG0273
 JG0273                          STATION DESCRIPTION
 JG0273
 JG0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0273'4.7 MI S FROM RUSSELL.
 JG0273'105 FT. WEST OF THE CENTERLINE OF STATE HIGHWAY 8, 22 FT. SOUTH
 JG0273'OF THE CENTERLINE OF EAST AND WEST ROAD CROSSING.  NOTE-- EXTENDS
 JG0273'3 FT ABOVE SURFACE OF GROUND BUT IS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0442 ***********************************************************************
 HF0442  DESIGNATION -  L 39
 HF0442  PID         -  HF0442
 HF0442  STATE/COUNTY-  KS/SEDGWICK
 HF0442  USGS QUAD   -  WICHITA EAST (1982)
 HF0442
 HF0442                         *CURRENT SURVEY CONTROL
 HF0442  ___________________________________________________________________
 HF0442* NAD 83(1986)-  37 40 11.     (N)    097 20 42.     (W)     SCALED    
 HF0442* NAVD 88     -       395.766  (meters)    1298.44   (feet)  ADJUSTED  
 HF0442  ___________________________________________________________________
 HF0442  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 HF0442  DYNAMIC HT  -         395.454 (meters)    1297.42  (feet)  COMP
 HF0442  MODELED GRAV-     979,831.2   (mgal)                       NAVD 88
 HF0442
 HF0442  VERT ORDER  -  SECOND    CLASS 0
 HF0442
 HF0442.The horizontal coordinates were scaled from a topographic map and have
 HF0442.an estimated accuracy of +/- 6 seconds.
 HF0442
 HF0442.The orthometric height was determined by differential leveling
 HF0442.and adjusted by the National Geodetic Survey in June 1991..
 HF0442.WARNING-Repeat measurements at this control monument indicate possible
 HF0442.vertical movement.
 HF0442
 HF0442.The geoid height was determined by GEOID03.
 HF0442
 HF0442.The dynamic height is computed by dividing the NAVD 88
 HF0442.geopotential number by the normal gravity value computed on the
 HF0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0442.degrees latitude (g = 980.6199 gals.).
 HF0442
 HF0442.The modeled gravity was interpolated from observed gravity values.
 HF0442
 HF0442;                    North         East    Units  Estimated Accuracy
 HF0442;SPC KS S     -   511,960.      501,890.      MT  (+/- 180 meters Scaled)
 HF0442
 HF0442                          SUPERSEDED SURVEY CONTROL
 HF0442
 HF0442  NGVD 29 (??/??/92)  395.626  (m)         1297.98   (f) ADJ UNCH    2 0
 HF0442
 HF0442.Superseded values are not recommended for survey control.
 HF0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0442.See file dsdata.txt to determine how the superseded data were derived.
 HF0442
 HF0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG459704(NAD 83)
 HF0442_MARKER: DB = BENCH MARK DISK
 HF0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0442_STAMPING: L 39 1934
 HF0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0442+STABILITY: SURFACE MOTION
 HF0442
 HF0442  HISTORY     - Date     Condition        Report By
 HF0442  HISTORY     - 1934     MONUMENTED       CGS
 HF0442  HISTORY     - 1956     GOOD             NGS
 HF0442
 HF0442                          STATION DESCRIPTION
 HF0442
 HF0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF0442'1.6 MI SW FROM WICHITA.
 HF0442'0.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF0442'STATION AT WICHITA, THENCE 1.2 MILES SOUTH ALONG MC LEAN
 HF0442'BOULEVARD, AT THE CROSSING OF THE ATCHISON, TOPEKA AND SANTA
 HF0442'FE RAILROAD, ON THE WEST BANK OF THE ARKANSAS RIVER, 31 FEET
 HF0442'EAST OF THE CENTER LINE OF MC LEAN BOULEVARD, 39 FEET SOUTHWEST
 HF0442'OF THE SOUTHWEST CORNER OF A RAILROAD TRESTLE, 18 FEET SOUTH
 HF0442'OF THE SOUTH RAIL, 31 FEET NORTH OF A 12 INCH ELM TREE, 0.4 FOOT
 HF0442'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0442'IS 1.0 FOOT BELOW THE TOP OF THE GROUND, IN SECTION 29, TOWNSHIP
 HF0442'27 SOUTH, RANGE 1 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0152 ***********************************************************************
 JG0152  DESIGNATION -  L 40
 JG0152  PID         -  JG0152
 JG0152  STATE/COUNTY-  KS/STAFFORD
 JG0152  USGS QUAD   -  SEWARD (1970)
 JG0152
 JG0152                         *CURRENT SURVEY CONTROL
 JG0152  ___________________________________________________________________
 JG0152* NAD 83(1986)-  38 10 28.     (N)    098 49 15.     (W)     SCALED    
 JG0152* NAVD 88     -       588.495  (meters)    1930.75   (feet)  ADJUSTED  
 JG0152  ___________________________________________________________________
 JG0152  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 JG0152  DYNAMIC HT  -         588.040 (meters)    1929.26  (feet)  COMP
 JG0152  MODELED GRAV-     979,838.1   (mgal)                       NAVD 88
 JG0152
 JG0152  VERT ORDER  -  SECOND    CLASS 0
 JG0152
 JG0152.The horizontal coordinates were scaled from a topographic map and have
 JG0152.an estimated accuracy of +/- 6 seconds.
 JG0152
 JG0152.The orthometric height was determined by differential leveling
 JG0152.and adjusted by the National Geodetic Survey in June 1991..
 JG0152
 JG0152.The geoid height was determined by GEOID03.
 JG0152
 JG0152.The dynamic height is computed by dividing the NAVD 88
 JG0152.geopotential number by the normal gravity value computed on the
 JG0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0152.degrees latitude (g = 980.6199 gals.).
 JG0152
 JG0152.The modeled gravity was interpolated from observed gravity values.
 JG0152
 JG0152;                    North         East    Units  Estimated Accuracy
 JG0152;SPC KS S     -   567,390.      371,890.      MT  (+/- 180 meters Scaled)
 JG0152
 JG0152                          SUPERSEDED SURVEY CONTROL
 JG0152
 JG0152  NGVD 29 (??/??/92)  588.342  (m)         1930.25   (f) ADJ UNCH    2 0
 JG0152
 JG0152.Superseded values are not recommended for survey control.
 JG0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0152.See file dsdata.txt to determine how the superseded data were derived.
 JG0152
 JG0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH156251(NAD 83)
 JG0152_MARKER: DB = BENCH MARK DISK
 JG0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0152+STABILITY: SURFACE MOTION
 JG0152
 JG0152  HISTORY     - Date     Condition        Report By
 JG0152  HISTORY     - UNK      MONUMENTED       CGS
 JG0152  HISTORY     - 1934     GOOD             NGS
 JG0152
 JG0152                          STATION DESCRIPTION
 JG0152
 JG0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0152'14.7 MI E FROM LARNED.
 JG0152'14.7 MILES EAST OF LARNED, SET ON RIGHT OF WAY OF MISSOURI
 JG0152'PACIFIC R.R., 20 FT. EAST OF CENTER LINE OF COUNTY ROAD CROSSING.
 JG0152'48 FT. NORTH OF CENTER LINE OF TRACK.  115 FT. NORTH OF CENTER
 JG0152'LINE OF STATE HIGHWAY NO. 19.  AT M.P. 649-22.  APPROXIMATELY
 JG0152'ONE MILE WEST OF SEWARD, KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0011 ***********************************************************************
 HF0011  DESIGNATION -  L 42
 HF0011  PID         -  HF0011
 HF0011  STATE/COUNTY-  KS/GREENWOOD
 HF0011  USGS QUAD   -  SEVERY NORTH (1975)
 HF0011
 HF0011                         *CURRENT SURVEY CONTROL
 HF0011  ___________________________________________________________________
 HF0011* NAD 83(1986)-  37 37 31.     (N)    096 12 57.     (W)     SCALED    
 HF0011* NAVD 88     -       332.130  (meters)    1089.66   (feet)  ADJUSTED  
 HF0011  ___________________________________________________________________
 HF0011  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HF0011  DYNAMIC HT  -         331.865 (meters)    1088.79  (feet)  COMP
 HF0011  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 HF0011
 HF0011  VERT ORDER  -  SECOND    CLASS 0
 HF0011
 HF0011.The horizontal coordinates were scaled from a topographic map and have
 HF0011.an estimated accuracy of +/- 6 seconds.
 HF0011
 HF0011.The orthometric height was determined by differential leveling
 HF0011.and adjusted by the National Geodetic Survey in June 1991..
 HF0011
 HF0011.The geoid height was determined by GEOID03.
 HF0011
 HF0011.The dynamic height is computed by dividing the NAVD 88
 HF0011.geopotential number by the normal gravity value computed on the
 HF0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0011.degrees latitude (g = 980.6199 gals.).
 HF0011
 HF0011.The modeled gravity was interpolated from observed gravity values.
 HF0011
 HF0011;                    North         East    Units  Estimated Accuracy
 HF0011;SPC KS S     -   508,860.      601,610.      MT  (+/- 180 meters Scaled)
 HF0011
 HF0011                          SUPERSEDED SURVEY CONTROL
 HF0011
 HF0011  NGVD 29 (??/??/92)  331.973  (m)         1089.15   (f) ADJ UNCH    2 0
 HF0011
 HF0011.Superseded values are not recommended for survey control.
 HF0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0011.See file dsdata.txt to determine how the superseded data were derived.
 HF0011
 HF0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG457678(NAD 83)
 HF0011_MARKER: DB = BENCH MARK DISK
 HF0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0011_STAMPING: L 42 1934
 HF0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0011+STABILITY: SURFACE MOTION
 HF0011
 HF0011  HISTORY     - Date     Condition        Report By
 HF0011  HISTORY     - 1934     MONUMENTED       CGS
 HF0011  HISTORY     - 19910129 GOOD             USPSQD
 HF0011
 HF0011                          STATION DESCRIPTION
 HF0011
 HF0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0011'0.5 MI E FROM SEVERY.
 HF0011'0.5 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0011'SEVERY, GREENWOOD COUNTY, AT MILEPOST 438, 60.0 FEET NORTHEAST
 HF0011'OF THE CENTER OF A SECTION-ROAD CROSSING, 24.0 FEET EAST OF THE
 HF0011'CENTERLINE OF THE ROAD, AND 45.0 FEET NORTH OF THE CENTERLINE
 HF0011'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED L 42 1934 AND SET
 HF0011'IN THE TOP OF A CONCRETE POST.
 HF0011
 HF0011                          STATION RECOVERY (1991)
 HF0011
 HF0011'RECOVERY NOTE BY US POWER SQUADRON 1991 (JB)
 HF0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0263 ***********************************************************************
 HF0263  DESIGNATION -  L 43
 HF0263  PID         -  HF0263
 HF0263  STATE/COUNTY-  KS/COWLEY
 HF0263  USGS QUAD   -  ATLANTA (1964)
 HF0263
 HF0263                         *CURRENT SURVEY CONTROL
 HF0263  ___________________________________________________________________
 HF0263* NAD 83(1986)-  37 26 10.     (N)    096 45 52.     (W)     SCALED    
 HF0263* NAVD 88     -       436.873  (meters)    1433.31   (feet)  ADJUSTED  
 HF0263  ___________________________________________________________________
 HF0263  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HF0263  DYNAMIC HT  -         436.517 (meters)    1432.14  (feet)  COMP
 HF0263  MODELED GRAV-     979,800.4   (mgal)                       NAVD 88
 HF0263
 HF0263  VERT ORDER  -  SECOND    CLASS 0
 HF0263
 HF0263.The horizontal coordinates were scaled from a topographic map and have
 HF0263.an estimated accuracy of +/- 6 seconds.
 HF0263
 HF0263.The orthometric height was determined by differential leveling
 HF0263.and adjusted by the National Geodetic Survey in June 1991..
 HF0263
 HF0263.The geoid height was determined by GEOID03.
 HF0263
 HF0263.The dynamic height is computed by dividing the NAVD 88
 HF0263.geopotential number by the normal gravity value computed on the
 HF0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0263.degrees latitude (g = 980.6199 gals.).
 HF0263
 HF0263.The modeled gravity was interpolated from observed gravity values.
 HF0263
 HF0263;                    North         East    Units  Estimated Accuracy
 HF0263;SPC KS S     -   486,830.      553,590.      MT  (+/- 180 meters Scaled)
 HF0263
 HF0263                          SUPERSEDED SURVEY CONTROL
 HF0263
 HF0263  NGVD 29 (??/??/92)  436.711  (m)         1432.78   (f) ADJ UNCH    2 0
 HF0263
 HF0263.Superseded values are not recommended for survey control.
 HF0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0263.See file dsdata.txt to determine how the superseded data were derived.
 HF0263
 HF0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG977456(NAD 83)
 HF0263_MARKER: DB = BENCH MARK DISK
 HF0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0263_STAMPING: L 43 1934
 HF0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0263+STABILITY: SURFACE MOTION
 HF0263
 HF0263  HISTORY     - Date     Condition        Report By
 HF0263  HISTORY     - 1934     MONUMENTED       CGS
 HF0263  HISTORY     - 1962     GOOD             NGS
 HF0263
 HF0263                          STATION DESCRIPTION
 HF0263
 HF0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0263'AT ATLANTA.
 HF0263'AT ATLANTA, COWLEY COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 HF0263'RAILWAY, 150 FEET NORTH OF THE NORTHEAST END OF THE STATION, AT
 HF0263'MILEAGE 480.75, AND 29 FEET NORTHWEST OF THE CENTER LINE OF THE
 HF0263'TRACK.  A STANDARD DISK, STAMPED L 43 1934 AND SET IN THE TOP
 HF0263'OF A CONCRETE POST.
 HF0263
 HF0263                          STATION RECOVERY (1962)
 HF0263
 HF0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0916 ***********************************************************************
 JE0916  DESIGNATION -  L 44
 JE0916  PID         -  JE0916
 JE0916  STATE/COUNTY-  KS/FRANKLIN
 JE0916  USGS QUAD   -  OTTAWA NORTH (1983)
 JE0916
 JE0916                         *CURRENT SURVEY CONTROL
 JE0916  ___________________________________________________________________
 JE0916* NAD 83(1986)-  38 40 00.     (N)    095 15 36.     (W)     SCALED    
 JE0916* NAVD 88     -       284.562  (meters)     933.60   (feet)  ADJUSTED  
 JE0916  ___________________________________________________________________
 JE0916  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0916  DYNAMIC HT  -         284.368 (meters)     932.96  (feet)  COMP
 JE0916  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 JE0916
 JE0916  VERT ORDER  -  SECOND    CLASS 0
 JE0916
 JE0916.The horizontal coordinates were scaled from a topographic map and have
 JE0916.an estimated accuracy of +/- 6 seconds.
 JE0916
 JE0916.The orthometric height was determined by differential leveling
 JE0916.and adjusted by the National Geodetic Survey in June 1991..
 JE0916
 JE0916.The geoid height was determined by GEOID03.
 JE0916
 JE0916.The dynamic height is computed by dividing the NAVD 88
 JE0916.geopotential number by the normal gravity value computed on the
 JE0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0916.degrees latitude (g = 980.6199 gals.).
 JE0916
 JE0916.The modeled gravity was interpolated from observed gravity values.
 JE0916
 JE0916;                    North         East    Units  Estimated Accuracy
 JE0916;SPC KS S     -   626,880.      681,930.      MT  (+/- 180 meters Scaled)
 JE0916
 JE0916                          SUPERSEDED SURVEY CONTROL
 JE0916
 JE0916  NGVD 29 (??/??/92)  284.446  (m)          933.22   (f) ADJ UNCH    2 0
 JE0916
 JE0916.Superseded values are not recommended for survey control.
 JE0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0916.See file dsdata.txt to determine how the superseded data were derived.
 JE0916
 JE0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC033822(NAD 83)
 JE0916_MARKER: DB = BENCH MARK DISK
 JE0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0916_STAMPING: L 44 1934
 JE0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0916+STABILITY: SURFACE MOTION
 JE0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0916+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 JE0916
 JE0916  HISTORY     - Date     Condition        Report By
 JE0916  HISTORY     - 1934     MONUMENTED       CGS
 JE0916  HISTORY     - 1950     GOOD             NGS
 JE0916  HISTORY     - 1982     GOOD             NGS
 JE0916  HISTORY     - 20050922 GOOD             GEOCAC
 JE0916
 JE0916                          STATION DESCRIPTION
 JE0916
 JE0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0916'3.5 MI N FROM OTTAWA.
 JE0916'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 45 FEET EAST
 JE0916'OF THE EAST RAIL, 32 FEET NORTH OF THE CENTER OF GRAVEL ROAD,
 JE0916'10 FEET WEST OF POWER POLE, 8 FEET EAST OF TELEGRAPH POLE AND
 JE0916'3 FEET WEST OF RIGHT-OF-WAY FENCE.  THE DISK IS SET IN THE TOP
 JE0916'OF A CONCRETE POST, PROJECTING 2 INCHES.
 JE0916
 JE0916                          STATION RECOVERY (1982)
 JE0916
 JE0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JE0916'6.12 KM (3.8 MI) NORTH ALONG U.S. HIGHWAY 59, FROM THE COURTHOUSE IN
 JE0916'OTTAWA, THENCE 0.72 KM (0.45 MI) RIGHT AND EAST ALONG A GRAVELED ROAD
 JE0916'TO THE MARK ON THE LEFT, 13.7 M (33 FT) NORTH FROM THE CENTERLINE OF
 JE0916'THE ROAD 3.1 M (10.0 FT) WEST OF A POWERLINE POLE.
 JE0916
 JE0916                          STATION RECOVERY (2005)
 JE0916
 JE0916'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0916'6.12 KM (3.8 MI) NORTH ALONG U.S. HIGHWAY 59, FROM THE COURTHOUSE IN
 JE0916'OTTAWA, THENCE 0.72 KM (0.45 MI) RIGHT AND EAST ALONG RENO ROAD TO THE
 JE0916'MARK ON THE LEFT, 13.8 M (45 FT) EAST OF THE EAST RAIL OF THE MIDLAND
 JE0916'RAILWAY, 10.0 M (33 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 2.4 M
 JE0916'(8.0 FT) NORTHWEST OF POWERLINE POLE 021499, AND 0.3 M SOUTH OF A
 JE0916'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0344 ***********************************************************************
 HF0344  DESIGNATION -  L 45
 HF0344  PID         -  HF0344
 HF0344  STATE/COUNTY-  KS/BUTLER
 HF0344  USGS QUAD   -  DE GRAFF (1961)
 HF0344
 HF0344                         *CURRENT SURVEY CONTROL
 HF0344  ___________________________________________________________________
 HF0344* NAD 83(1986)-  37 58 49.     (N)    096 51 50.     (W)     SCALED    
 HF0344* NAVD 88     -       425.266  (meters)    1395.23   (feet)  ADJUSTED  
 HF0344  ___________________________________________________________________
 HF0344  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0344  DYNAMIC HT  -         424.937 (meters)    1394.15  (feet)  COMP
 HF0344  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 HF0344
 HF0344  VERT ORDER  -  SECOND    CLASS 0
 HF0344
 HF0344.The horizontal coordinates were scaled from a topographic map and have
 HF0344.an estimated accuracy of +/- 6 seconds.
 HF0344
 HF0344.The orthometric height was determined by differential leveling
 HF0344.and adjusted by the National Geodetic Survey in June 1991..
 HF0344
 HF0344.The geoid height was determined by GEOID03.
 HF0344
 HF0344.The dynamic height is computed by dividing the NAVD 88
 HF0344.geopotential number by the normal gravity value computed on the
 HF0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0344.degrees latitude (g = 980.6199 gals.).
 HF0344
 HF0344.The modeled gravity was interpolated from observed gravity values.
 HF0344
 HF0344;                    North         East    Units  Estimated Accuracy
 HF0344;SPC KS S     -   547,050.      543,730.      MT  (+/- 180 meters Scaled)
 HF0344
 HF0344                          SUPERSEDED SURVEY CONTROL
 HF0344
 HF0344  NGVD 29 (??/??/92)  425.124  (m)         1394.76   (f) ADJ UNCH    2 0
 HF0344
 HF0344.Superseded values are not recommended for survey control.
 HF0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0344.See file dsdata.txt to determine how the superseded data were derived.
 HF0344
 HF0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH876057(NAD 83)
 HF0344_MARKER: DB = BENCH MARK DISK
 HF0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0344_STAMPING: L 45 1934
 HF0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0344+STABILITY: SURFACE MOTION
 HF0344
 HF0344  HISTORY     - Date     Condition        Report By
 HF0344  HISTORY     - 1934     MONUMENTED       CGS
 HF0344  HISTORY     - 1962     GOOD             NGS
 HF0344  HISTORY     - 20060613 MARK NOT FOUND   INDIV
 HF0344
 HF0344                          STATION DESCRIPTION
 HF0344
 HF0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0344'0.3 MI W FROM DE GRAFF.
 HF0344'0.3 MILES WEST ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE, 179
 HF0344'FEET NORTHWEST OF THE CENTER OF ABANDONED WATER TANK FOUNDATION,
 HF0344'104 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF ABANDONED
 HF0344'RAILROAD STATION, 11.6 FEET SOUTH OF THE CENTER OF PRIVATE
 HF0344'ROAD, 1.2 FEET EAST OF A N-S FENCE, 1.6 FEET NORTH OF A METAL
 HF0344'WITNESS POST, SET IN TOP F A CONCRETE POST PROJECTING 6 INCHES
 HF0344'ABOVE GROUND.
 HF0344
 HF0344                          STATION RECOVERY (2006)
 HF0344
 HF0344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HF0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0166 ***********************************************************************
 KE0166  DESIGNATION -  L 5
 KE0166  PID         -  KE0166
 KE0166  STATE/COUNTY-  KS/LEAVENWORTH
 KE0166  USGS QUAD   -  LEAVENWORTH (1984)
 KE0166
 KE0166                         *CURRENT SURVEY CONTROL
 KE0166  ___________________________________________________________________
 KE0166* NAD 83(1986)-  39 22 03.     (N)    094 55 05.     (W)     SCALED    
 KE0166* NAVD 88     -       237.372  (meters)     778.78   (feet)  ADJUSTED  
 KE0166  ___________________________________________________________________
 KE0166  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 KE0166  DYNAMIC HT  -         237.223 (meters)     778.29  (feet)  COMP
 KE0166  MODELED GRAV-     979,995.2   (mgal)                       NAVD 88
 KE0166
 KE0166  VERT ORDER  -  FIRST     CLASS II
 KE0166
 KE0166.The horizontal coordinates were scaled from a topographic map and have
 KE0166.an estimated accuracy of +/- 6 seconds.
 KE0166
 KE0166.The orthometric height was determined by differential leveling
 KE0166.and adjusted by the National Geodetic Survey in June 1991..
 KE0166
 KE0166.The geoid height was determined by GEOID03.
 KE0166
 KE0166.The dynamic height is computed by dividing the NAVD 88
 KE0166.geopotential number by the normal gravity value computed on the
 KE0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0166.degrees latitude (g = 980.6199 gals.).
 KE0166
 KE0166.The modeled gravity was interpolated from observed gravity values.
 KE0166
 KE0166;                    North         East    Units  Estimated Accuracy
 KE0166;SPC KS N     -   119,320.      665,530.      MT  (+/- 180 meters Scaled)
 KE0166
 KE0166                          SUPERSEDED SURVEY CONTROL
 KE0166
 KE0166  NGVD 29 (??/??/92)  237.282  (m)          778.48   (f) ADJ UNCH    1 2
 KE0166
 KE0166.Superseded values are not recommended for survey control.
 KE0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0166.See file dsdata.txt to determine how the superseded data were derived.
 KE0166
 KE0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD347593(NAD 83)
 KE0166_MARKER: Q = CHISELED SQUARE
 KE0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0166_SP_SET: CULVERT
 KE0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0166
 KE0166  HISTORY     - Date     Condition        Report By
 KE0166  HISTORY     - UNK      MONUMENTED       CGS
 KE0166  HISTORY     - 1948     GOOD             NGS
 KE0166  HISTORY     - 1951     GOOD             NGS
 KE0166
 KE0166                          STATION DESCRIPTION
 KE0166
 KE0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0166'AT FORT LEAVENWORTH.
 KE0166'AT FORT LEAVENWORTH, NEAR THE ENTRANCE TO SHERMAN ARMY AIRFIELD,
 KE0166'65.0 FEET SOUTHWEST OF CENTER OF GATE AT ENTRANCE TO AIRFIELD,
 KE0166'32.0 FEET SOUTH OF THE CENTER LINE OF ROAD INTO AIRFIELD, 6.5
 KE0166'FEET WEST OF THE WEST RAIL OF THE MISSOURI PACIFIC TRACK, A
 KE0166'CHISELED SQUARE 1.0 FOOT FROM SOUTH END OF WEST HEADWALL OF A
 KE0166'CONCRETE CULVERT.
 KE0166
 KE0166                          STATION RECOVERY (1951)
 KE0166
 KE0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0379 ***********************************************************************
 JH0379  DESIGNATION -  L 5
 JH0379  PID         -  JH0379
 JH0379  STATE/COUNTY-  KS/WALLACE
 JH0379  USGS QUAD   -  WALLACE (1979)
 JH0379
 JH0379                         *CURRENT SURVEY CONTROL
 JH0379  ___________________________________________________________________
 JH0379* NAD 83(1986)-  38 54 42.     (N)    101 35 33.     (W)     SCALED    
 JH0379* NAVD 88     -      1009.392  (meters)    3311.65   (feet)  ADJUSTED  
 JH0379  ___________________________________________________________________
 JH0379  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 JH0379  DYNAMIC HT  -        1008.533 (meters)    3308.83  (feet)  COMP
 JH0379  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 JH0379
 JH0379  VERT ORDER  -  FIRST     CLASS II
 JH0379
 JH0379.The horizontal coordinates were scaled from a topographic map and have
 JH0379.an estimated accuracy of +/- 6 seconds.
 JH0379
 JH0379.The orthometric height was determined by differential leveling
 JH0379.and adjusted by the National Geodetic Survey in June 1991..
 JH0379
 JH0379.The geoid height was determined by GEOID03.
 JH0379
 JH0379.The dynamic height is computed by dividing the NAVD 88
 JH0379.geopotential number by the normal gravity value computed on the
 JH0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0379.degrees latitude (g = 980.6199 gals.).
 JH0379
 JH0379.The modeled gravity was interpolated from observed gravity values.
 JH0379
 JH0379;                    North         East    Units  Estimated Accuracy
 JH0379;SPC KS N     -    70,380.       88,500.      MT  (+/- 180 meters Scaled)
 JH0379
 JH0379                          SUPERSEDED SURVEY CONTROL
 JH0379
 JH0379  NGVD 29 (??/??/92) 1008.988  (m)         3310.32   (f) ADJ UNCH    1 2
 JH0379
 JH0379.Superseded values are not recommended for survey control.
 JH0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0379.See file dsdata.txt to determine how the superseded data were derived.
 JH0379
 JH0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ752101(NAD 83)
 JH0379_MARKER: DB = BENCH MARK DISK
 JH0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0379_STAMPING: L 5 1933
 JH0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0379+STABILITY: SURFACE MOTION
 JH0379
 JH0379  HISTORY     - Date     Condition        Report By
 JH0379  HISTORY     - 1933     MONUMENTED       CGS
 JH0379  HISTORY     - 1952     GOOD             NGS
 JH0379
 JH0379                          STATION DESCRIPTION
 JH0379
 JH0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0379'AT WALLACE.
 JH0379'AT WALLACE, 172 FEET WEST OF THE NORTHWEST CORNER OF THE
 JH0379'UNION PACIFIC RAILROAD STATION, 140 FEET SOUTHEAST OF THE
 JH0379'SOUTHEAST CORNER OF A LARGE STONE HOUSE WHICH IS NOW OCCUPIED
 JH0379'BY THE SECTION FOREMAN, 114 FEET NORTH OF THE NORTH RAIL OF THE
 JH0379'UNION PACIFIC RAILROAD, 12 FEET WEST OF THE SOUTHEAST CORNER
 JH0379'OF A YARD FENCE, 1.3 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A
 JH0379'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JH0379'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0261 ***********************************************************************
 JF0261  DESIGNATION -  L 50
 JF0261  PID         -  JF0261
 JF0261  STATE/COUNTY-  KS/MARION
 JF0261  USGS QUAD   -  FLORENCE (1989)
 JF0261
 JF0261                         *CURRENT SURVEY CONTROL
 JF0261  ___________________________________________________________________
 JF0261* NAD 83(1986)-  38 14 41.     (N)    096 53 10.     (W)     SCALED    
 JF0261* NAVD 88     -       384.006  (meters)    1259.86   (feet)  ADJUSTED  
 JF0261  ___________________________________________________________________
 JF0261  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 JF0261  DYNAMIC HT  -         383.722 (meters)    1258.93  (feet)  COMP
 JF0261  MODELED GRAV-     979,878.4   (mgal)                       NAVD 88
 JF0261
 JF0261  VERT ORDER  -  SECOND    CLASS 0
 JF0261
 JF0261.The horizontal coordinates were scaled from a topographic map and have
 JF0261.an estimated accuracy of +/- 6 seconds.
 JF0261
 JF0261.The orthometric height was determined by differential leveling
 JF0261.and adjusted by the National Geodetic Survey in June 1991..
 JF0261.WARNING-Repeat measurements at this control monument indicate possible
 JF0261.vertical movement.
 JF0261
 JF0261.The geoid height was determined by GEOID03.
 JF0261
 JF0261.The dynamic height is computed by dividing the NAVD 88
 JF0261.geopotential number by the normal gravity value computed on the
 JF0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0261.degrees latitude (g = 980.6199 gals.).
 JF0261
 JF0261.The modeled gravity was interpolated from observed gravity values.
 JF0261
 JF0261;                    North         East    Units  Estimated Accuracy
 JF0261;SPC KS S     -   576,370.      541,270.      MT  (+/- 180 meters Scaled)
 JF0261
 JF0261                          SUPERSEDED SURVEY CONTROL
 JF0261
 JF0261  NGVD 29 (??/??/92)  383.835  (m)         1259.30   (f) ADJ UNCH    2 0
 JF0261
 JF0261.Superseded values are not recommended for survey control.
 JF0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0261.See file dsdata.txt to determine how the superseded data were derived.
 JF0261
 JF0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH849350(NAD 83)
 JF0261_MARKER: DB = BENCH MARK DISK
 JF0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0261+STABILITY: SURFACE MOTION
 JF0261
 JF0261  HISTORY     - Date     Condition        Report By
 JF0261  HISTORY     - UNK      MONUMENTED       CGS
 JF0261  HISTORY     - 1934     GOOD             NGS
 JF0261  HISTORY     - 1938     GOOD             NGS
 JF0261  HISTORY     - 1985     GOOD             KSDT
 JF0261
 JF0261                          STATION DESCRIPTION
 JF0261
 JF0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0261'2.3 MI E FROM FLORENCE.
 JF0261'2.3 MILES BY RAIL EAST ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0261'R.R. CO.  47 FT. NORTH OF CENTER - LINE OF NORTH TRACK 29 FT.
 JF0261'EAST OF CENTER-LINE SECTION LINE ROAD (N. AND S.)
 JF0261
 JF0261                          STATION RECOVERY (1938)
 JF0261
 JF0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JF0261'RECOVERED IN GOOD CONDITION.
 JF0261
 JF0261                          STATION RECOVERY (1985)
 JF0261
 JF0261'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1985
 JF0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0219 ***********************************************************************
 JF0219  DESIGNATION -  L 51
 JF0219  PID         -  JF0219
 JF0219  STATE/COUNTY-  KS/LYON
 JF0219  USGS QUAD   -  EMPORIA (1979)
 JF0219
 JF0219                         *CURRENT SURVEY CONTROL
 JF0219  ___________________________________________________________________
 JF0219* NAD 83(1986)-  38 24 06.     (N)    096 12 29.     (W)     SCALED    
 JF0219* NAVD 88     -       342.802  (meters)    1124.68   (feet)  ADJUSTED  
 JF0219  ___________________________________________________________________
 JF0219  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JF0219  DYNAMIC HT  -         342.553 (meters)    1123.86  (feet)  COMP
 JF0219  MODELED GRAV-     979,893.7   (mgal)                       NAVD 88
 JF0219
 JF0219  VERT ORDER  -  SECOND    CLASS 0
 JF0219
 JF0219.The horizontal coordinates were scaled from a topographic map and have
 JF0219.an estimated accuracy of +/- 6 seconds.
 JF0219
 JF0219.The orthometric height was determined by differential leveling
 JF0219.and adjusted by the National Geodetic Survey in June 1991..
 JF0219
 JF0219.The geoid height was determined by GEOID03.
 JF0219
 JF0219.The dynamic height is computed by dividing the NAVD 88
 JF0219.geopotential number by the normal gravity value computed on the
 JF0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0219.degrees latitude (g = 980.6199 gals.).
 JF0219
 JF0219.The modeled gravity was interpolated from observed gravity values.
 JF0219
 JF0219;                    North         East    Units  Estimated Accuracy
 JF0219;SPC KS S     -   595,020.      600,180.      MT  (+/- 180 meters Scaled)
 JF0219
 JF0219                          SUPERSEDED SURVEY CONTROL
 JF0219
 JF0219  NGVD 29 (??/??/92)  342.660  (m)         1124.21   (f) ADJ UNCH    2 0
 JF0219
 JF0219.Superseded values are not recommended for survey control.
 JF0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0219.See file dsdata.txt to determine how the superseded data were derived.
 JF0219
 JF0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH438540(NAD 83)
 JF0219_MARKER: DB = BENCH MARK DISK
 JF0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0219_SP_SET: BRIDGE SEAT
 JF0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0219
 JF0219  HISTORY     - Date     Condition        Report By
 JF0219  HISTORY     - UNK      MONUMENTED       CGS
 JF0219  HISTORY     - 1934     GOOD             NGS
 JF0219  HISTORY     - 1942     GOOD             NGS
 JF0219
 JF0219                          STATION DESCRIPTION
 JF0219
 JF0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0219'1 MI W FROM EMPORIA.
 JF0219'0 MILES WEST BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0219'FE R.R. CO.  SET IN THE TOP OF THE EAST BRIDGE SEAT OF BRIDGE NO.
 JF0219'113 - A.  1.7 METERS NORTH OF THE NORTH RAIL OF THE MOST NORTHERLY
 JF0219'PASSING TRACK.  THIS BRIDGE IS A VIADUCT OVER A NORTH AND SOUTH
 JF0219'STREET.
 JF0219
 JF0219                          STATION RECOVERY (1942)
 JF0219
 JF0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JF0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0220 ***********************************************************************
 JF0220  DESIGNATION -  L 51 RESET
 JF0220  PID         -  JF0220
 JF0220  STATE/COUNTY-  KS/LYON
 JF0220  USGS QUAD   -  EMPORIA (1979)
 JF0220
 JF0220                         *CURRENT SURVEY CONTROL
 JF0220  ___________________________________________________________________
 JF0220* NAD 83(1986)-  38 24 05.     (N)    096 12 29.     (W)     SCALED    
 JF0220* NAVD 88     -       342.80   (meters)    1124.7    (feet)  RESET     
 JF0220  ___________________________________________________________________
 JF0220  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JF0220
 JF0220  VERT ORDER  -  THIRD
 JF0220
 JF0220.The horizontal coordinates were scaled from a topographic map and have
 JF0220.an estimated accuracy of +/- 6 seconds.
 JF0220
 JF0220.The orthometric height was computed from unverified reset data.
 JF0220
 JF0220.The geoid height was determined by GEOID03.
 JF0220
 JF0220;                    North         East    Units  Estimated Accuracy
 JF0220;SPC KS S     -   594,990.      600,180.      MT  (+/- 180 meters Scaled)
 JF0220
 JF0220                          SUPERSEDED SURVEY CONTROL
 JF0220
 JF0220.No superseded survey control is available for this station.
 JF0220
 JF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH438540(NAD 83)
 JF0220_MARKER: DB = BENCH MARK DISK
 JF0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0220_SP_SET: BRIDGE SEAT
 JF0220_STAMPING: L 51 RESET 1943
 JF0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0220
 JF0220  HISTORY     - Date     Condition        Report By
 JF0220  HISTORY     - 1943     MONUMENTED       CGS
 JF0220  HISTORY     - 1968     GOOD             NGS
 JF0220
 JF0220                          STATION DESCRIPTION
 JF0220
 JF0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JF0220'1 MI W FROM EMPORIA.
 JF0220'1 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0220'FROM THE STATION AT EMPORIA, LYON COUNTY, AT THE PRAIRIE AVENUE
 JF0220'SUBWAY (BRIDGE 113 B), IN THE TOP OF THE EAST BRIDGE SEAT, AND
 JF0220'6 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED L 51
 JF0220'RESET 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0530 ***********************************************************************
 JF0530  DESIGNATION -  L 52
 JF0530  PID         -  JF0530
 JF0530  STATE/COUNTY-  KS/DICKINSON
 JF0530  USGS QUAD   -  NAVARRE (1964)
 JF0530
 JF0530                         *CURRENT SURVEY CONTROL
 JF0530  ___________________________________________________________________
 JF0530* NAD 83(1986)-  38 50 31.     (N)    097 06 30.     (W)     SCALED    
 JF0530* NAVD 88     -       384.401  (meters)    1261.16   (feet)  ADJUSTED  
 JF0530  ___________________________________________________________________
 JF0530  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 JF0530  DYNAMIC HT  -         384.127 (meters)    1260.26  (feet)  COMP
 JF0530  MODELED GRAV-     979,905.3   (mgal)                       NAVD 88
 JF0530
 JF0530  VERT ORDER  -  SECOND    CLASS 0
 JF0530
 JF0530.The horizontal coordinates were scaled from a topographic map and have
 JF0530.an estimated accuracy of +/- 6 seconds.
 JF0530
 JF0530.The orthometric height was determined by differential leveling
 JF0530.and adjusted by the National Geodetic Survey in June 1991..
 JF0530
 JF0530.The geoid height was determined by GEOID03.
 JF0530
 JF0530.The dynamic height is computed by dividing the NAVD 88
 JF0530.geopotential number by the normal gravity value computed on the
 JF0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0530.degrees latitude (g = 980.6199 gals.).
 JF0530
 JF0530.The modeled gravity was interpolated from observed gravity values.
 JF0530
 JF0530;                    North         East    Units  Estimated Accuracy
 JF0530;SPC KS N     -    56,840.      477,410.      MT  (+/- 180 meters Scaled)
 JF0530
 JF0530                          SUPERSEDED SURVEY CONTROL
 JF0530
 JF0530  NGVD 29 (??/??/92)  384.268  (m)         1260.72   (f) ADJ UNCH    2 0
 JF0530
 JF0530.Superseded values are not recommended for survey control.
 JF0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0530.See file dsdata.txt to determine how the superseded data were derived.
 JF0530
 JF0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ641009(NAD 83)
 JF0530_MARKER: DB = BENCH MARK DISK
 JF0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0530+STABILITY: SURFACE MOTION
 JF0530
 JF0530  HISTORY     - Date     Condition        Report By
 JF0530  HISTORY     - UNK      MONUMENTED       CGS
 JF0530  HISTORY     - 1934     GOOD             NGS
 JF0530  HISTORY     - 1968     GOOD             NGS
 JF0530
 JF0530                          STATION DESCRIPTION
 JF0530
 JF0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0530'3.7 MI N FROM NAVARRE.
 JF0530'3.7 MILES NORTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0530'FE R.R. CO.  99 FT. WEST OF THE CENTER LINE OF THE TRACK.  26 FT.
 JF0530'NORTH OF THE CENTER OF SECTION LINE ROAD.  2 FT. EAST OF
 JF0530'RIGHT OF WAY MARKER.
 JF0530
 JF0530                          STATION RECOVERY (1968)
 JF0530
 JF0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1163 ***********************************************************************
 JE1163  DESIGNATION -  L 53
 JE1163  PID         -  JE1163
 JE1163  STATE/COUNTY-  KS/COFFEY
 JE1163  USGS QUAD   -  NEOSHO FALLS (1971)
 JE1163
 JE1163                         *CURRENT SURVEY CONTROL
 JE1163  ___________________________________________________________________
 JE1163* NAD 83(1986)-  38 04 27.     (N)    095 33 19.     (W)     SCALED    
 JE1163* NAVD 88     -       313.462  (meters)    1028.42   (feet)  ADJUSTED  
 JE1163  ___________________________________________________________________
 JE1163  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JE1163  DYNAMIC HT  -         313.230 (meters)    1027.66  (feet)  COMP
 JE1163  MODELED GRAV-     979,880.9   (mgal)                       NAVD 88
 JE1163
 JE1163  VERT ORDER  -  SECOND    CLASS 0
 JE1163
 JE1163.The horizontal coordinates were scaled from a topographic map and have
 JE1163.an estimated accuracy of +/- 6 seconds.
 JE1163
 JE1163.The orthometric height was determined by differential leveling
 JE1163.and adjusted by the National Geodetic Survey in June 1991..
 JE1163.WARNING-Repeat measurements at this control monument indicate possible
 JE1163.vertical movement.
 JE1163
 JE1163.The geoid height was determined by GEOID03.
 JE1163
 JE1163.The dynamic height is computed by dividing the NAVD 88
 JE1163.geopotential number by the normal gravity value computed on the
 JE1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1163.degrees latitude (g = 980.6199 gals.).
 JE1163
 JE1163.The modeled gravity was interpolated from observed gravity values.
 JE1163
 JE1163;                    North         East    Units  Estimated Accuracy
 JE1163;SPC KS S     -   560,290.      658,320.      MT  (+/- 180 meters Scaled)
 JE1163
 JE1163                          SUPERSEDED SURVEY CONTROL
 JE1163
 JE1163  NGVD 29 (??/??/92)  313.306  (m)         1027.90   (f) ADJ UNCH    2 0
 JE1163
 JE1163.Superseded values are not recommended for survey control.
 JE1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1163.See file dsdata.txt to determine how the superseded data were derived.
 JE1163
 JE1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC758171(NAD 83)
 JE1163_MARKER: DB = BENCH MARK DISK
 JE1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1163_STAMPING: L 53 1934
 JE1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1163+STABILITY: SURFACE MOTION
 JE1163
 JE1163  HISTORY     - Date     Condition        Report By
 JE1163  HISTORY     - 1934     MONUMENTED       CGS
 JE1163  HISTORY     - 1945     GOOD             NGS
 JE1163  HISTORY     - 1951     GOOD             NGS
 JE1163
 JE1163                          STATION DESCRIPTION
 JE1163
 JE1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JE1163'4.7 MI E FROM LE ROY.
 JE1163'ABOUT 4.7 MILES EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI
 JE1163'PACIFIC RAILROAD FROM THE STATION AT LE ROY, COFFEY COUNTY, AT
 JE1163'THE WEST SIDE OF SEC. 4, T. 23 S, R. 17 E., 26 FEET EAST OF
 JE1163'THE CENTER LINE OF A SECTION-LINE ROAD, AND ABOUT 50 FEET SOUTH
 JE1163'OF THE CENTER LINE OF THE OLD RAILROAD GRADE.  A STANDARD DISK,
 JE1163'STAMPED L 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JE1163
 JE1163                          STATION RECOVERY (1951)
 JE1163
 JE1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0752 ***********************************************************************
 JE0752  DESIGNATION -  L 54
 JE0752  PID         -  JE0752
 JE0752  STATE/COUNTY-  KS/LINN
 JE0752  USGS QUAD   -  MOUND CITY (1978)
 JE0752
 JE0752                         *CURRENT SURVEY CONTROL
 JE0752  ___________________________________________________________________
 JE0752* NAD 83(1986)-  38 08 42.     (N)    094 49 21.     (W)     SCALED    
 JE0752* NAVD 88     -       256.971  (meters)     843.08   (feet)  ADJUSTED  
 JE0752  ___________________________________________________________________
 JE0752  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE0752  DYNAMIC HT  -         256.782 (meters)     842.46  (feet)  COMP
 JE0752  MODELED GRAV-     979,888.4   (mgal)                       NAVD 88
 JE0752
 JE0752  VERT ORDER  -  SECOND    CLASS 0
 JE0752
 JE0752.The horizontal coordinates were scaled from a topographic map and have
 JE0752.an estimated accuracy of +/- 6 seconds.
 JE0752
 JE0752.The orthometric height was determined by differential leveling
 JE0752.and adjusted by the National Geodetic Survey in June 1991..
 JE0752
 JE0752.The geoid height was determined by GEOID03.
 JE0752
 JE0752.The dynamic height is computed by dividing the NAVD 88
 JE0752.geopotential number by the normal gravity value computed on the
 JE0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0752.degrees latitude (g = 980.6199 gals.).
 JE0752
 JE0752.The modeled gravity was interpolated from observed gravity values.
 JE0752
 JE0752;                    North         East    Units  Estimated Accuracy
 JE0752;SPC KS S     -   570,430.      722,270.      MT  (+/- 180 meters Scaled)
 JE0752
 JE0752                          SUPERSEDED SURVEY CONTROL
 JE0752
 JE0752  NGVD 29 (??/??/92)  256.841  (m)          842.65   (f) ADJ UNCH    2 0
 JE0752
 JE0752.Superseded values are not recommended for survey control.
 JE0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0752.See file dsdata.txt to determine how the superseded data were derived.
 JE0752
 JE0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC402234(NAD 83)
 JE0752_MARKER: DB = BENCH MARK DISK
 JE0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0752_STAMPING: L 54 1934
 JE0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0752+STABILITY: SURFACE MOTION
 JE0752
 JE0752  HISTORY     - Date     Condition        Report By
 JE0752  HISTORY     - 1934     MONUMENTED       CGS
 JE0752  HISTORY     - 1945     GOOD             NGS
 JE0752
 JE0752                          STATION DESCRIPTION
 JE0752
 JE0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JE0752'AT MOUND CITY.
 JE0752'AT MOUND CITY, LINN COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 JE0752'58 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 7, 45.5 FEET
 JE0752'NORTH OF THE CENTER LINE OF THE TRACK, AND 18 FEET SOUTH OF AN
 JE0752'EAST-AND-WEST COUNTY ROAD.  A STANDARD DISK, STAMPED L 54 1934
 JE0752'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0753 ***********************************************************************
 JE0753  DESIGNATION -  L 54 RESET
 JE0753  PID         -  JE0753
 JE0753  STATE/COUNTY-  KS/LINN
 JE0753  USGS QUAD   -  MOUND CITY (1978)
 JE0753
 JE0753                         *CURRENT SURVEY CONTROL
 JE0753  ___________________________________________________________________
 JE0753* NAD 83(1986)-  38 08 42.     (N)    094 49 21.     (W)     SCALED    
 JE0753* NAVD 88     -       256.24   (meters)     840.7    (feet)  RESET     
 JE0753  ___________________________________________________________________
 JE0753  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE0753
 JE0753  VERT ORDER  -  THIRD
 JE0753
 JE0753.The horizontal coordinates were scaled from a topographic map and have
 JE0753.an estimated accuracy of +/- 6 seconds.
 JE0753
 JE0753.The orthometric height was computed from unverified reset data.
 JE0753.No vertical observational check was made to the station.
 JE0753
 JE0753.The geoid height was determined by GEOID03.
 JE0753
 JE0753;                    North         East    Units  Estimated Accuracy
 JE0753;SPC KS S     -   570,430.      722,270.      MT  (+/- 180 meters Scaled)
 JE0753
 JE0753                          SUPERSEDED SURVEY CONTROL
 JE0753
 JE0753  NGVD 29 (??/??/??)  256.11   (m)          840.3    (f) RESET       3  
 JE0753
 JE0753.Superseded values are not recommended for survey control.
 JE0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0753.See file dsdata.txt to determine how the superseded data were derived.
 JE0753
 JE0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC402234(NAD 83)
 JE0753_MARKER: DB = BENCH MARK DISK
 JE0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0753_STAMPING: L 54 1934 RESET 1951
 JE0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0753+STABILITY: SURFACE MOTION
 JE0753
 JE0753  HISTORY     - Date     Condition        Report By
 JE0753  HISTORY     - 1951     MONUMENTED       CGS
 JE0753
 JE0753                          STATION DESCRIPTION
 JE0753
 JE0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JE0753'AT MOUND CITY.
 JE0753'ALONG THE MISSOURI PACIFIC RAILROAD (ABANDONED), AT THE NORTHWEST
 JE0753'EDGE OF MOUND CITY, 0.3 MILE NORTH OF THE JUNCTION OF STATE
 JE0753'HIGHWAYS 7 AND 52, 126 FEET SOUTH OF THE CENTER OF DIRT ROAD,
 JE0753'64 FEET WEST-SOUTHWEST OF THE CONCRETE FOOTING FOR PROPANE GAS
 JE0753'STORAGE TANK, 51 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 JE0753'7, 2 FEET SOUTH OF TELEPHONE POLE, 2 FEET NORTH OF WITNESS POST,
 JE0753'AND 1.5 FEET WEST OF FENCE.  THE DISK IS SET IN THE TOP OF
 JE0753'CONCRETE POST WHICH PROJECTS 2 INCHES.  THE CONSTRUCTION OF A
 JE0753'PROPANE BULK STORAGE TANK AT THIS SITE WAS THE REASON FOR MOVING
 JE0753'THE BENCH MARK 104 FEET SOUTH FROM ITS ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0352 ***********************************************************************
 HE0352  DESIGNATION -  L 55
 HE0352  PID         -  HE0352
 HE0352  STATE/COUNTY-  KS/NEOSHO
 HE0352  USGS QUAD   -  STARK (1973)
 HE0352
 HE0352                         *CURRENT SURVEY CONTROL
 HE0352  ___________________________________________________________________
 HE0352* NAD 83(1986)-  37 37 36.     (N)    095 11 50.     (W)     SCALED    
 HE0352* NAVD 88     -       287.757  (meters)     944.08   (feet)  ADJUSTED  
 HE0352  ___________________________________________________________________
 HE0352  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HE0352  DYNAMIC HT  -         287.533 (meters)     943.35  (feet)  COMP
 HE0352  MODELED GRAV-     979,843.4   (mgal)                       NAVD 88
 HE0352
 HE0352  VERT ORDER  -  SECOND    CLASS 0
 HE0352
 HE0352.The horizontal coordinates were scaled from a topographic map and have
 HE0352.an estimated accuracy of +/- 6 seconds.
 HE0352
 HE0352.The orthometric height was determined by differential leveling
 HE0352.and adjusted by the National Geodetic Survey in June 1991..
 HE0352
 HE0352.The geoid height was determined by GEOID03.
 HE0352
 HE0352.The dynamic height is computed by dividing the NAVD 88
 HE0352.geopotential number by the normal gravity value computed on the
 HE0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0352.degrees latitude (g = 980.6199 gals.).
 HE0352
 HE0352.The modeled gravity was interpolated from observed gravity values.
 HE0352
 HE0352;                    North         East    Units  Estimated Accuracy
 HE0352;SPC KS S     -   511,710.      691,480.      MT  (+/- 180 meters Scaled)
 HE0352
 HE0352                          SUPERSEDED SURVEY CONTROL
 HE0352
 HE0352  NGVD 29 (??/??/92)  287.628  (m)          943.66   (f) ADJ UNCH    2 0
 HE0352
 HE0352.Superseded values are not recommended for survey control.
 HE0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0352.See file dsdata.txt to determine how the superseded data were derived.
 HE0352
 HE0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB061666(NAD 83)
 HE0352_MARKER: DB = BENCH MARK DISK
 HE0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0352_STAMPING: L 55 1934
 HE0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0352+STABILITY: SURFACE MOTION
 HE0352
 HE0352  HISTORY     - Date     Condition        Report By
 HE0352  HISTORY     - 1934     MONUMENTED       CGS
 HE0352  HISTORY     - 1964     GOOD             NGS
 HE0352
 HE0352                          STATION DESCRIPTION
 HE0352
 HE0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0352'5.2 MI N FROM ERIE.
 HE0352'5.2 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0352'ERIE, NEOSHO COUNTY, AT MILEAGE 115.71, AT A COUNTY-ROAD CROSSING,
 HE0352'55 FEET WEST OF THE CENTER LINE OF THE TRACK, AND 18 FEET EAST
 HE0352'OF THE CENTER LINE OF THE COUNTY ROAD.  A STANDARD DISK, STAMPED
 HE0352'L 55 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1964
 HE0352'REPORT, THE BENCH MARK PROJECTS ABOUT 4 INCHES.
 HE0352
 HE0352                          STATION RECOVERY (1964)
 HE0352
 HE0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0646 ***********************************************************************
 HH0646  DESIGNATION -  L 556
 HH0646  PID         -  HH0646
 HH0646  STATE/COUNTY-  KS/HAMILTON
 HH0646  USGS QUAD   -  SYRACUSE WEST (1966)
 HH0646
 HH0646                         *CURRENT SURVEY CONTROL
 HH0646  ___________________________________________________________________
 HH0646* NAD 83(1986)-  37 59 29.     (N)    101 47 46.     (W)     SCALED    
 HH0646* NAVD 88     -       990.168  (meters)    3248.58   (feet)  ADJUSTED  
 HH0646  ___________________________________________________________________
 HH0646  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 HH0646  DYNAMIC HT  -         989.247 (meters)    3245.55  (feet)  COMP
 HH0646  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 HH0646
 HH0646  VERT ORDER  -  FIRST     CLASS II
 HH0646
 HH0646.The horizontal coordinates were scaled from a topographic map and have
 HH0646.an estimated accuracy of +/- 6 seconds.
 HH0646
 HH0646.The orthometric height was determined by differential leveling
 HH0646.and adjusted by the National Geodetic Survey in June 1991..
 HH0646
 HH0646.The geoid height was determined by GEOID03.
 HH0646
 HH0646.The dynamic height is computed by dividing the NAVD 88
 HH0646.geopotential number by the normal gravity value computed on the
 HH0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0646.degrees latitude (g = 980.6199 gals.).
 HH0646
 HH0646.The modeled gravity was interpolated from observed gravity values.
 HH0646
 HH0646;                    North         East    Units  Estimated Accuracy
 HH0646;SPC KS S     -   552,140.      110,540.      MT  (+/- 180 meters Scaled)
 HH0646
 HH0646                          SUPERSEDED SURVEY CONTROL
 HH0646
 HH0646.No superseded survey control is available for this station.
 HH0646
 HH0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH544085(NAD 83)
 HH0646_MARKER: I = METAL ROD
 HH0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0646_SP_SET: STAINLESS STEEL ROD
 HH0646_STAMPING: L 556 1986
 HH0646_MARK LOGO: NGS   
 HH0646_PROJECTION: FLUSH
 HH0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0646_ROD/PIPE-DEPTH: 12.5 meters
 HH0646
 HH0646  HISTORY     - Date     Condition        Report By
 HH0646  HISTORY     - 1986     MONUMENTED       NGS
 HH0646
 HH0646                          STATION DESCRIPTION
 HH0646
 HH0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0646'4.2 KM (2.6 MI) WEST FROM SYRACUSE.
 HH0646'4.2 KM (2.6 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0646'ROUTE 27 SOUTH AT SYRACUSE, AT A DIRT FIELD ROAD AND BOX CULVERT,
 HH0646'18.2 METERS (59.6 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 9.1 METERS
 HH0646'(30 FT) SOUTHWEST OF THE CENTER OF THE ROAD, 2.0 METERS (6.5 FT)
 HH0646'SOUTHWEST OF A GUYED POWER POLE, 15.7 METERS (51.5 FT) NORTHWEST OF
 HH0646'THE BOX CULVERT AND 0.3 METER (1.1 FT) SOUTHWEST OF A FENCE CORNER.
 HH0646'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0646'THE MARK IS 0.3 METERS  WSW FROM  A WITNESS POST
 HH0646'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1043 ***********************************************************************
 JE1043  DESIGNATION -  L 56
 JE1043  PID         -  JE1043
 JE1043  STATE/COUNTY-  KS/ANDERSON
 JE1043  USGS QUAD   -  BUSH CITY (1983)
 JE1043
 JE1043                         *CURRENT SURVEY CONTROL
 JE1043  ___________________________________________________________________
 JE1043* NAD 83(1986)-  38 10 45.     (N)    095 08 29.     (W)     SCALED    
 JE1043* NAVD 88     -       306.845  (meters)    1006.71   (feet)  ADJUSTED  
 JE1043  ___________________________________________________________________
 JE1043  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 JE1043  DYNAMIC HT  -         306.617 (meters)    1005.96  (feet)  COMP
 JE1043  MODELED GRAV-     979,877.3   (mgal)                       NAVD 88
 JE1043
 JE1043  VERT ORDER  -  SECOND    CLASS 0
 JE1043
 JE1043.The horizontal coordinates were scaled from a topographic map and have
 JE1043.an estimated accuracy of +/- 6 seconds.
 JE1043
 JE1043.The orthometric height was determined by differential leveling
 JE1043.and adjusted by the National Geodetic Survey in June 1991..
 JE1043.WARNING-Repeat measurements at this control monument indicate possible
 JE1043.vertical movement.
 JE1043
 JE1043.The geoid height was determined by GEOID03.
 JE1043
 JE1043.The dynamic height is computed by dividing the NAVD 88
 JE1043.geopotential number by the normal gravity value computed on the
 JE1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1043.degrees latitude (g = 980.6199 gals.).
 JE1043
 JE1043.The modeled gravity was interpolated from observed gravity values.
 JE1043
 JE1043;                    North         East    Units  Estimated Accuracy
 JE1043;SPC KS S     -   573,170.      694,200.      MT  (+/- 180 meters Scaled)
 JE1043
 JE1043                          SUPERSEDED SURVEY CONTROL
 JE1043
 JE1043  NGVD 29 (??/??/92)  306.684  (m)         1006.18   (f) ADJ UNCH    2 0
 JE1043
 JE1043.Superseded values are not recommended for survey control.
 JE1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1043.See file dsdata.txt to determine how the superseded data were derived.
 JE1043
 JE1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC124278(NAD 83)
 JE1043_MARKER: DB = BENCH MARK DISK
 JE1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1043_STAMPING: L 56 1934
 JE1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1043+STABILITY: SURFACE MOTION
 JE1043
 JE1043  HISTORY     - Date     Condition        Report By
 JE1043  HISTORY     - 1934     MONUMENTED       CGS
 JE1043  HISTORY     - 1966     MARK NOT FOUND   USGS
 JE1043
 JE1043                          STATION DESCRIPTION
 JE1043
 JE1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1043'2.7 MI SE FROM BUSH CITY.
 JE1043'0.2 MILE WEST ALONG A ROAD FROM THE POST OFFICE AT BUSH CITY,
 JE1043'ANDERSON COUNTY, THENCE 2.1 MILES SOUTH, AND THENCE 0.4 MILE
 JE1043'EAST, ON THE ABANDONED RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JE1043'RAILROAD, 96 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 90 FEET
 JE1043'NORTH OF THE CENTER LINE OF AN EAST-AND-WEST GRAVEL ROAD, 70 FEET
 JE1043'NORTH OF A POLE AND FENCE, AND 45 FEET WEST OF THE CENTER LINE
 JE1043'OF THE OLD ROADBED.  A STANDARD DISK, STAMPED L 56 1934 AND SET
 JE1043'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 JE1043
 JE1043                          STATION RECOVERY (1966)
 JE1043
 JE1043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JE1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0122 ***********************************************************************
 KH0122  DESIGNATION -  L 6
 KH0122  PID         -  KH0122
 KH0122  STATE/COUNTY-  KS/LOGAN
 KH0122  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0122
 KH0122                         *CURRENT SURVEY CONTROL
 KH0122  ___________________________________________________________________
 KH0122* NAD 83(1986)-  39 07 27.     (N)    100 50 55.     (W)     SCALED    
 KH0122* NAVD 88     -       930.283  (meters)    3052.10   (feet)  ADJUSTED  
 KH0122  ___________________________________________________________________
 KH0122  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KH0122  DYNAMIC HT  -         929.546 (meters)    3049.69  (feet)  COMP
 KH0122  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 KH0122
 KH0122  VERT ORDER  -  FIRST     CLASS II
 KH0122
 KH0122.The horizontal coordinates were scaled from a topographic map and have
 KH0122.an estimated accuracy of +/- 6 seconds.
 KH0122
 KH0122.The orthometric height was determined by differential leveling
 KH0122.and adjusted by the National Geodetic Survey in June 1991..
 KH0122
 KH0122.The geoid height was determined by GEOID03.
 KH0122
 KH0122.The dynamic height is computed by dividing the NAVD 88
 KH0122.geopotential number by the normal gravity value computed on the
 KH0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0122.degrees latitude (g = 980.6199 gals.).
 KH0122
 KH0122.The modeled gravity was interpolated from observed gravity values.
 KH0122
 KH0122;                    North         East    Units  Estimated Accuracy
 KH0122;SPC KS N     -    91,670.      153,720.      MT  (+/- 180 meters Scaled)
 KH0122
 KH0122                          SUPERSEDED SURVEY CONTROL
 KH0122
 KH0122  NGVD 29 (02/14/92)  929.940  (m)         3050.98   (f) ADJUSTED    1 2
 KH0122
 KH0122.Superseded values are not recommended for survey control.
 KH0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0122.See file dsdata.txt to determine how the superseded data were derived.
 KH0122
 KH0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ402321(NAD 83)
 KH0122_MARKER: DB = BENCH MARK DISK
 KH0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0122_SP_SET: CONCRETE POST
 KH0122_STAMPING: L 6 1933
 KH0122_MARK LOGO: CGS   
 KH0122_PROJECTION: PROJECTING 15 CENTIMETERS
 KH0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0122+STABILITY: SURFACE MOTION
 KH0122
 KH0122  HISTORY     - Date     Condition        Report By
 KH0122  HISTORY     - 1933     MONUMENTED       CGS
 KH0122  HISTORY     - 1952     GOOD             NGS
 KH0122  HISTORY     - 1986     GOOD             NGS
 KH0122
 KH0122                          STATION DESCRIPTION
 KH0122
 KH0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0122'0.2 MI E FROM OAKLEY.
 KH0122'0.25 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0122'AT OAKLEY, AT THE CROSSING OF U.S. HIGHWAY 83, 195 FEET SOUTH OF
 KH0122'THE SOUTH RAIL OF THE MAIN TRACK, 175.5 FEET SOUTHWEST OF THE
 KH0122'SOUTHWEST CORNER OF THE OFFICE BUILDING OF THE OAKLEY ELEVATOR
 KH0122'COMPANY, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 KH0122'NORTHWEST OF A POWER POLE, 3 FEET NORTHEAST OF A FENCE CORNER,
 KH0122'1.2 FEET WEST OF A WITNESS POST, 5.5 FEET SOUTHWEST OF A FIRE
 KH0122'HYDRANT, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 KH0122'FOOT ABOVE THE GROUND.
 KH0122
 KH0122                          STATION RECOVERY (1986)
 KH0122
 KH0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0122'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN OAKLEY, IN
 KH0122'THE SOUTHEAST CORNER OF THE JUNCTION OF THE UNION PACIFIC RAILROAD AND
 KH0122'US HIGHWAY 83, 12.9 METERS (42.5 FT) EAST OF THE HIGHWAY CENTERLINE,
 KH0122'59.4 METERS (195 FT) SOUTH OF THE SOUTH RAIL, 2.1 METERS (7 FT) WEST
 KH0122'OF A POWER POLE AND 1.8 METERS (6 FT) SOUTHWEST OF A FIRE HYDRANT.
 KH0122'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KH0122'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0089 ***********************************************************************
 JH0089  DESIGNATION -  L 7
 JH0089  PID         -  JH0089
 JH0089  STATE/COUNTY-  KS/FINNEY
 JH0089  USGS QUAD   -  LOWE (1976)
 JH0089
 JH0089                         *CURRENT SURVEY CONTROL
 JH0089  ___________________________________________________________________
 JH0089* NAD 83(1986)-  38 00 06.     (N)    100 53 34.     (W)     SCALED    
 JH0089* NAVD 88     -       880.013  (meters)    2887.18   (feet)  POSTED    
 JH0089  ___________________________________________________________________
 JH0089  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 JH0089  DYNAMIC HT  -         879.230 (meters)    2884.61  (feet)  COMP
 JH0089  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 JH0089
 JH0089  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JH0089
 JH0089.The horizontal coordinates were scaled from a topographic map and have
 JH0089.an estimated accuracy of +/- 6 seconds.
 JH0089
 JH0089.The orthometric height was determined by differential leveling
 JH0089.and adjusted by the National Geodetic Survey in 1992..
 JH0089.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JH0089.rate of 2.1 thru 3.0 mm/km.
 JH0089
 JH0089.The geoid height was determined by GEOID03.
 JH0089
 JH0089.The dynamic height is computed by dividing the NAVD 88
 JH0089.geopotential number by the normal gravity value computed on the
 JH0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0089.degrees latitude (g = 980.6199 gals.).
 JH0089
 JH0089.The modeled gravity was interpolated from observed gravity values.
 JH0089
 JH0089;                    North         East    Units  Estimated Accuracy
 JH0089;SPC KS S     -   550,860.      189,880.      MT  (+/- 180 meters Scaled)
 JH0089
 JH0089                          SUPERSEDED SURVEY CONTROL
 JH0089
 JH0089  NGVD 29 (??/??/92)  879.634  (m)         2885.93   (f) ADJ UNCH    1 2
 JH0089
 JH0089.Superseded values are not recommended for survey control.
 JH0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0089.See file dsdata.txt to determine how the superseded data were derived.
 JH0089
 JH0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH338076(NAD 83)
 JH0089_MARKER: DB = BENCH MARK DISK
 JH0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0089_STAMPING: L-7 1933
 JH0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0089+STABILITY: SURFACE MOTION
 JH0089
 JH0089  HISTORY     - Date     Condition        Report By
 JH0089  HISTORY     - 1933     MONUMENTED       CGS
 JH0089  HISTORY     - 1976     MARK NOT FOUND   USGS
 JH0089
 JH0089                          STATION DESCRIPTION
 JH0089
 JH0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0089'3.6 MI N FROM GARDEN CITY.
 JH0089'120 FEET NORTH OF THE FIRST TELEGRAPH POLE NORTH OF MILE POST
 JH0089'154.  48 FEET WEST OF CENTERLINE OF ATCHISON TOPEKA AND SANTA
 JH0089'FE RAILROAD.  2 FEET EAST OF THE RIGHT-OF-WAY FENCE LINE.
 JH0089
 JH0089                          STATION RECOVERY (1976)
 JH0089
 JH0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JH0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0378 ***********************************************************************
 KH0378  DESIGNATION -  L 77
 KH0378  PID         -  KH0378
 KH0378  STATE/COUNTY-  KS/THOMAS
 KH0378  USGS QUAD   -  COLBY (1967)
 KH0378
 KH0378                         *CURRENT SURVEY CONTROL
 KH0378  ___________________________________________________________________
 KH0378* NAD 83(1986)-  39 23 45.     (N)    101 02 38.     (W)     SCALED    
 KH0378* NAVD 88     -       961.113  (meters)    3153.25   (feet)  ADJUSTED  
 KH0378  ___________________________________________________________________
 KH0378  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 KH0378  DYNAMIC HT  -         960.353 (meters)    3150.76  (feet)  COMP
 KH0378  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 KH0378
 KH0378  VERT ORDER  -  SECOND    CLASS 0
 KH0378
 KH0378.The horizontal coordinates were scaled from a topographic map and have
 KH0378.an estimated accuracy of +/- 6 seconds.
 KH0378
 KH0378.The orthometric height was determined by differential leveling
 KH0378.and adjusted by the National Geodetic Survey in June 1991..
 KH0378.WARNING-Repeat measurements at this control monument indicate possible
 KH0378.vertical movement.
 KH0378
 KH0378.The geoid height was determined by GEOID03.
 KH0378
 KH0378.The dynamic height is computed by dividing the NAVD 88
 KH0378.geopotential number by the normal gravity value computed on the
 KH0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0378.degrees latitude (g = 980.6199 gals.).
 KH0378
 KH0378.The modeled gravity was interpolated from observed gravity values.
 KH0378
 KH0378;                    North         East    Units  Estimated Accuracy
 KH0378;SPC KS N     -   122,360.      137,850.      MT  (+/- 180 meters Scaled)
 KH0378
 KH0378                          SUPERSEDED SURVEY CONTROL
 KH0378
 KH0378  NGVD 29 (??/??/92)  960.746  (m)         3152.05   (f) ADJ UNCH    2 0
 KH0378
 KH0378.Superseded values are not recommended for survey control.
 KH0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0378.See file dsdata.txt to determine how the superseded data were derived.
 KH0378
 KH0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ239626(NAD 83)
 KH0378_MARKER: DB = BENCH MARK DISK
 KH0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0378_SP_SET: STONE PARAPET
 KH0378_STAMPING: L-77 1934
 KH0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0378
 KH0378  HISTORY     - Date     Condition        Report By
 KH0378  HISTORY     - 1934     MONUMENTED       CGS
 KH0378  HISTORY     - 1942     GOOD             NGS
 KH0378  HISTORY     - 20030716 GOOD             USPSQD
 KH0378
 KH0378                          STATION DESCRIPTION
 KH0378
 KH0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0378'AT COLBY.
 KH0378'AT THE THOMAS COUNTY COURT HOUSE.  DISK IS SET IN VERTICALLY IN
 KH0378'N STONE PARAPET OF MAIN ENTRANCE OF COURT HOUSE ON W END, 2.5
 KH0378'FT ABOVE LEVEL OF SIDEWALK.
 KH0378
 KH0378                          STATION RECOVERY (1942)
 KH0378
 KH0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0378'RECOVERED IN GOOD CONDITION.
 KH0378
 KH0378                          STATION RECOVERY (2003)
 KH0378
 KH0378'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 KH0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0187 ***********************************************************************
 HH0187  DESIGNATION -  L 8
 HH0187  PID         -  HH0187
 HH0187  STATE/COUNTY-  KS/SEWARD
 HH0187  USGS QUAD   -  SUBLETTE SE (1968)
 HH0187
 HH0187                         *CURRENT SURVEY CONTROL
 HH0187  ___________________________________________________________________
 HH0187* NAD 83(1986)-  37 21 32.     (N)    100 52 10.     (W)     SCALED    
 HH0187* NAVD 88     -       878.293  (meters)    2881.53   (feet)  ADJUSTED  
 HH0187  ___________________________________________________________________
 HH0187  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 HH0187  DYNAMIC HT  -         877.460 (meters)    2878.80  (feet)  COMP
 HH0187  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 HH0187
 HH0187  VERT ORDER  -  FIRST     CLASS II
 HH0187
 HH0187.The horizontal coordinates were scaled from a topographic map and have
 HH0187.an estimated accuracy of +/- 6 seconds.
 HH0187
 HH0187.The orthometric height was determined by differential leveling
 HH0187.and adjusted by the National Geodetic Survey in June 1991..
 HH0187
 HH0187.The geoid height was determined by GEOID03.
 HH0187
 HH0187.The dynamic height is computed by dividing the NAVD 88
 HH0187.geopotential number by the normal gravity value computed on the
 HH0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0187.degrees latitude (g = 980.6199 gals.).
 HH0187
 HH0187.The modeled gravity was interpolated from observed gravity values.
 HH0187
 HH0187;                    North         East    Units  Estimated Accuracy
 HH0187;SPC KS S     -   479,490.      190,110.      MT  (+/- 180 meters Scaled)
 HH0187
 HH0187                          SUPERSEDED SURVEY CONTROL
 HH0187
 HH0187  NGVD 29 (??/??/92)  877.932  (m)         2880.35   (f) ADJ UNCH    1 2
 HH0187
 HH0187.Superseded values are not recommended for survey control.
 HH0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0187.See file dsdata.txt to determine how the superseded data were derived.
 HH0187
 HH0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG344363(NAD 83)
 HH0187_MARKER: DB = BENCH MARK DISK
 HH0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0187_STAMPING: L 8 1933
 HH0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0187+STABILITY: SURFACE MOTION
 HH0187
 HH0187  HISTORY     - Date     Condition        Report By
 HH0187  HISTORY     - 1933     MONUMENTED       CGS
 HH0187  HISTORY     - 1967     GOOD             USGS
 HH0187  HISTORY     - 19900101 MARK NOT FOUND   NGS
 HH0187
 HH0187                          STATION DESCRIPTION
 HH0187
 HH0187'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HH0187'23.9 MI N FROM SUBLETTE.
 HH0187'23.9 MI. N. ALONG U.S. HWY. 83 FROM THE CITY HALL AT LIBERAL.
 HH0187'SUBLETTE, HASKELL COUNTY, 8.5 MI. S. AND 1.5 MI. W. OF, T. 31
 HH0187'S., R. 33 W., NEAR CORNER SECS. 11, 12, 13 AND 14, 33 FT. N.,
 HH0187'30.5 FT. E. AND 1.3 FT. LOWER THAN T-RD. E., 1.0 FT. N. OF A
 HH0187'WITNESS POST, IN CONCRETE POST PROJECTING 0.4 FT., A USC AND GS
 HH0187'DISK STAMPED L-8 1933.  NOTE-- THE CORNERS OF THIS MARK ARE
 HH0187'CHIPPED.
 HH0187
 HH0187                          STATION RECOVERY (1990)
 HH0187
 HH0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 HH0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0458 ***********************************************************************
 KH0458  DESIGNATION -  L 80
 KH0458  PID         -  KH0458
 KH0458  STATE/COUNTY-  KS/SHERMAN
 KH0458  USGS QUAD   -  WILD HORSE DRAW (1979)
 KH0458
 KH0458                         *CURRENT SURVEY CONTROL
 KH0458  ___________________________________________________________________
 KH0458* NAD 83(1986)-  39 10 37.     (N)    101 43 35.     (W)     SCALED    
 KH0458* NAVD 88     -      1123.988  (meters)    3687.62   (feet)  ADJUSTED  
 KH0458  ___________________________________________________________________
 KH0458  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 KH0458  DYNAMIC HT  -        1123.026 (meters)    3684.46  (feet)  COMP
 KH0458  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 KH0458
 KH0458  VERT ORDER  -  SECOND    CLASS 0
 KH0458
 KH0458.The horizontal coordinates were scaled from a topographic map and have
 KH0458.an estimated accuracy of +/- 6 seconds.
 KH0458
 KH0458.The orthometric height was determined by differential leveling
 KH0458.and adjusted by the National Geodetic Survey in June 1991..
 KH0458
 KH0458.The geoid height was determined by GEOID03.
 KH0458
 KH0458.The dynamic height is computed by dividing the NAVD 88
 KH0458.geopotential number by the normal gravity value computed on the
 KH0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0458.degrees latitude (g = 980.6199 gals.).
 KH0458
 KH0458.The modeled gravity was interpolated from observed gravity values.
 KH0458
 KH0458;                    North         East    Units  Estimated Accuracy
 KH0458;SPC KS N     -   100,270.       78,110.      MT  (+/- 180 meters Scaled)
 KH0458
 KH0458                          SUPERSEDED SURVEY CONTROL
 KH0458
 KH0458  NGVD 29 (??/??/92) 1123.531  (m)         3686.12   (f) ADJ UNCH    2 0
 KH0458
 KH0458.Superseded values are not recommended for survey control.
 KH0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0458.See file dsdata.txt to determine how the superseded data were derived.
 KH0458
 KH0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ644399(NAD 83)
 KH0458_MARKER: DB = BENCH MARK DISK
 KH0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0458_STAMPING: L 80 1935
 KH0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0458+STABILITY: SURFACE MOTION
 KH0458
 KH0458  HISTORY     - Date     Condition        Report By
 KH0458  HISTORY     - 1935     MONUMENTED       CGS
 KH0458  HISTORY     - 1940     GOOD             NGS
 KH0458
 KH0458                          STATION DESCRIPTION
 KH0458
 KH0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0458'12.2 MI S FROM GOODLAND.
 KH0458'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0458'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0458'PARALLELING RAILROAD TRACKS, GO 0.7 MILE, TURN LEFT (SOUTH)
 KH0458'ACROSS TRACKS ONTO SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0458'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 11.2 MILES.  BENCH
 KH0458'MARK IS NEAR THE CROSS-INTERSECTION OF STATE HIGHWAY NO. 27 AND
 KH0458'AN UNIMPROVED EAST-WEST SECTION LINE ROAD, NEAR T-INTERSECTION
 KH0458'OF NORTH-SOUTH SECTION LINE ROAD WITH THE EAST-WEST SECTION
 KH0458'LINE ROAD, 58 YARDS WEST OF CENTER LINE OF STATE HIGHWAY NO. 27,
 KH0458'55 FEET NORTHEAST OF CENTER OF INTERSECTION OF THE TWO SECTION
 KH0458'LINE ROADS, 49 FEET EAST OF CENTER LINE OF THE NORTH-SOUTH
 KH0458'SECTION LINE ROAD, 28 FEET NORTH OF CENTER LINE OF THE EAST-WEST
 KH0458'SECTION LINE ROAD, 2.3 FEET SOUTH OF A 4 X 4 INCH WOODEN POST
 KH0458'PAINTED WHITE PROJECTING 20 FEET.  A STD. DISK B M IN
 KH0458'CAST-IN-PLACE CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0325 ***********************************************************************
 KH0325  DESIGNATION -  L 81
 KH0325  PID         -  KH0325
 KH0325  STATE/COUNTY-  KS/THOMAS
 KH0325  USGS QUAD   -  BREWSTER SE (1966)
 KH0325
 KH0325                         *CURRENT SURVEY CONTROL
 KH0325  ___________________________________________________________________
 KH0325* NAD 83(1986)-  39 21 49.     (N)    101 21 12.     (W)     SCALED    
 KH0325* NAVD 88     -      1035.967  (meters)    3398.84   (feet)  ADJUSTED  
 KH0325  ___________________________________________________________________
 KH0325  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KH0325  DYNAMIC HT  -        1035.125 (meters)    3396.07  (feet)  COMP
 KH0325  MODELED GRAV-     979,778.8   (mgal)                       NAVD 88
 KH0325
 KH0325  VERT ORDER  -  SECOND    CLASS 0
 KH0325
 KH0325.The horizontal coordinates were scaled from a topographic map and have
 KH0325.an estimated accuracy of +/- 6 seconds.
 KH0325
 KH0325.The orthometric height was determined by differential leveling
 KH0325.and adjusted by the National Geodetic Survey in June 1991..
 KH0325
 KH0325.The geoid height was determined by GEOID03.
 KH0325
 KH0325.The dynamic height is computed by dividing the NAVD 88
 KH0325.geopotential number by the normal gravity value computed on the
 KH0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0325.degrees latitude (g = 980.6199 gals.).
 KH0325
 KH0325.The modeled gravity was interpolated from observed gravity values.
 KH0325
 KH0325;                    North         East    Units  Estimated Accuracy
 KH0325;SPC KS N     -   119,720.      111,080.      MT  (+/- 180 meters Scaled)
 KH0325
 KH0325                          SUPERSEDED SURVEY CONTROL
 KH0325
 KH0325  NGVD 29 (??/??/92) 1035.560  (m)         3397.50   (f) ADJ UNCH    2 0
 KH0325
 KH0325.Superseded values are not recommended for survey control.
 KH0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0325.See file dsdata.txt to determine how the superseded data were derived.
 KH0325
 KH0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ972597(NAD 83)
 KH0325_MARKER: DB = BENCH MARK DISK
 KH0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0325_STAMPING: L 81 1935
 KH0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0325+STABILITY: SURFACE MOTION
 KH0325
 KH0325  HISTORY     - Date     Condition        Report By
 KH0325  HISTORY     - 1935     MONUMENTED       CGS
 KH0325  HISTORY     - 1942     GOOD             NGS
 KH0325
 KH0325                          STATION DESCRIPTION
 KH0325
 KH0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0325'1.3 MI E FROM BREWSTER.
 KH0325'1.3 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0325'RAILROAD FROM THE STATION AT BREWSTER, THOMAS COUNTY, 1-1/2
 KH0325'POLES EAST OF MILE POLE 404/20, AT A NORTH-AND-SOUTH ROAD CROSSING,
 KH0325'50 FEET NORTH OF THE CENTER LINE OF THE TRACK, 40 FEET EAST
 KH0325'OF THE CENTER LINE OF THE ROAD, AND 1 FOOT NORTH AND 1.5 FEET
 KH0325'EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED L 81 1935
 KH0325'AND SET IN THE TOP OF A CONCRETE POST.
 KH0325
 KH0325                          STATION RECOVERY (1942)
 KH0325
 KH0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0412 ***********************************************************************
 KH0412  DESIGNATION -  L 82
 KH0412  PID         -  KH0412
 KH0412  STATE/COUNTY-  KS/SHERMAN
 KH0412  USGS QUAD   -  RULETON SE (1974)
 KH0412
 KH0412                         *CURRENT SURVEY CONTROL
 KH0412  ___________________________________________________________________
 KH0412* NAD 83(1986)-  39 20 25.     (N)    101 46 54.     (W)     SCALED    
 KH0412* NAVD 88     -      1133.298  (meters)    3718.16   (feet)  ADJUSTED  
 KH0412  ___________________________________________________________________
 KH0412  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KH0412  DYNAMIC HT  -        1132.342 (meters)    3715.03  (feet)  COMP
 KH0412  MODELED GRAV-     979,744.8   (mgal)                       NAVD 88
 KH0412
 KH0412  VERT ORDER  -  SECOND    CLASS 0
 KH0412
 KH0412.The horizontal coordinates were scaled from a topographic map and have
 KH0412.an estimated accuracy of +/- 6 seconds.
 KH0412
 KH0412.The orthometric height was determined by differential leveling
 KH0412.and adjusted by the National Geodetic Survey in June 1991..
 KH0412
 KH0412.The geoid height was determined by GEOID03.
 KH0412
 KH0412.The dynamic height is computed by dividing the NAVD 88
 KH0412.geopotential number by the normal gravity value computed on the
 KH0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0412.degrees latitude (g = 980.6199 gals.).
 KH0412
 KH0412.The modeled gravity was interpolated from observed gravity values.
 KH0412
 KH0412;                    North         East    Units  Estimated Accuracy
 KH0412;SPC KS N     -   118,590.       74,090.      MT  (+/- 180 meters Scaled)
 KH0412
 KH0412                          SUPERSEDED SURVEY CONTROL
 KH0412
 KH0412  NGVD 29 (??/??/92) 1132.837  (m)         3716.65   (f) ADJ UNCH    2 0
 KH0412
 KH0412.Superseded values are not recommended for survey control.
 KH0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0412.See file dsdata.txt to determine how the superseded data were derived.
 KH0412
 KH0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ602582(NAD 83)
 KH0412_MARKER: DB = BENCH MARK DISK
 KH0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0412_STAMPING: L 82 1935
 KH0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0412+STABILITY: SURFACE MOTION
 KH0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0412+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 KH0412
 KH0412  HISTORY     - Date     Condition        Report By
 KH0412  HISTORY     - 1935     MONUMENTED       CGS
 KH0412  HISTORY     - 20030612 GOOD             INDIV
 KH0412  HISTORY     - 20060606 GOOD             INDIV
 KH0412
 KH0412                          STATION DESCRIPTION
 KH0412
 KH0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0412'3.5 MI W FROM GOODLAND.
 KH0412'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0412'FROM THE STATION AT GOODLAND, SHERMAN COUNTY, 15 FEET NORTHWEST
 KH0412'OF MILE POLE 427/20, AT A ROAD CROSSING, 180 FEET EAST OF THE
 KH0412'CENTER LINE OF THE ROAD, 42 FEET NORTH OF THE CENTER LINE OF
 KH0412'THE TRACK, AND 1.5 FEET SOUTH OF A FENCE.  A STANDARD DISK,
 KH0412'STAMPED L 82 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KH0412
 KH0412                          STATION RECOVERY (2003)
 KH0412
 KH0412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KDP)
 KH0412'DESCRIPTION IS VALID EXCEPT MARK IS NOW LOCATED APPOX. 0.3 FEET BELOW
 KH0412'EXISTING GROUND LINE.
 KH0412
 KH0412                          STATION RECOVERY (2006)
 KH0412
 KH0412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLE)
 KH0412'FROM THE INTERSECTION OF SHERMAN COUNTY ROAD 16 AND ROAD 64 (OLD U.S.
 KH0412'24 HWY.), GO 0.3 MILES NORTH TO THE RAILROAD CROSSING.  THEN, GO 180
 KH0412'FEET EAST OF THE CENTER LINE OF ROAD 16, 42 FEET NORTH OF THE CENTER
 KH0412'LINE OF THE TRACK, 2 FEET SOUTH OF A FENCE.  A CARSONITE WITNESS POST,
 KH0412'STAMPED SURVEY MARKER IS SET ON THE NORTH SIDE OF THE MONUMENT WHICH
 KH0412'SETS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0302 ***********************************************************************
 JH0302  DESIGNATION -  L 83
 JH0302  PID         -  JH0302
 JH0302  STATE/COUNTY-  KS/GREELEY
 JH0302  USGS QUAD   -  TRIBUNE (1970)
 JH0302
 JH0302                         *CURRENT SURVEY CONTROL
 JH0302  ___________________________________________________________________
 JH0302* NAD 83(1986)-  38 28 23.     (N)    101 47 44.     (W)     SCALED    
 JH0302* NAVD 88     -      1113.654  (meters)    3653.71   (feet)  ADJUSTED  
 JH0302  ___________________________________________________________________
 JH0302  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 JH0302  DYNAMIC HT  -        1112.648 (meters)    3650.41  (feet)  COMP
 JH0302  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 JH0302
 JH0302  VERT ORDER  -  SECOND    CLASS 0
 JH0302
 JH0302.The horizontal coordinates were scaled from a topographic map and have
 JH0302.an estimated accuracy of +/- 6 seconds.
 JH0302
 JH0302.The orthometric height was determined by differential leveling
 JH0302.and adjusted by the National Geodetic Survey in June 1991..
 JH0302
 JH0302.The geoid height was determined by GEOID03.
 JH0302
 JH0302.The dynamic height is computed by dividing the NAVD 88
 JH0302.geopotential number by the normal gravity value computed on the
 JH0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0302.degrees latitude (g = 980.6199 gals.).
 JH0302
 JH0302.The modeled gravity was interpolated from observed gravity values.
 JH0302
 JH0302;                    North         East    Units  Estimated Accuracy
 JH0302;SPC KS S     -   605,570.      112,480.      MT  (+/- 180 meters Scaled)
 JH0302
 JH0302                          SUPERSEDED SURVEY CONTROL
 JH0302
 JH0302  NGVD 29 (??/??/92) 1113.200  (m)         3652.22   (f) ADJ UNCH    2 0
 JH0302
 JH0302.Superseded values are not recommended for survey control.
 JH0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0302.See file dsdata.txt to determine how the superseded data were derived.
 JH0302
 JH0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH561620(NAD 83)
 JH0302_MARKER: DB = BENCH MARK DISK
 JH0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0302_STAMPING: L 83 1935
 JH0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0302+STABILITY: SURFACE MOTION
 JH0302
 JH0302  HISTORY     - Date     Condition        Report By
 JH0302  HISTORY     - 1935     MONUMENTED       CGS
 JH0302  HISTORY     - 1969     MARK NOT FOUND   USGS
 JH0302
 JH0302                          STATION DESCRIPTION
 JH0302
 JH0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JH0302'AT HORACE.
 JH0302'AT HORACE, GREELEY COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 400
 JH0302'FEET WEST OF THE WATER TANK, 179 FEET NORTH OF THE CENTERLINE
 JH0302'OF THE MAIN TRACK, 122 FEET WEST OF THE WEST FACE OF A SECTIONHOUSE,
 JH0302'IN LINE WITH THE EAST END OF A COAL TIPPLE, AND 2 FEET WEST OF A
 JH0302'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 83 1935
 JH0302'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 JH0302'GROUND.
 JH0302
 JH0302                          STATION RECOVERY (1969)
 JH0302
 JH0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JH0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0547 ***********************************************************************
 HH0547  DESIGNATION -  L 84
 HH0547  PID         -  HH0547
 HH0547  STATE/COUNTY-  KS/STANTON
 HH0547  USGS QUAD   -  JOHNSON EAST (1978)
 HH0547
 HH0547                         *CURRENT SURVEY CONTROL
 HH0547  ___________________________________________________________________
 HH0547* NAD 83(1986)-  37 33 46.     (N)    101 42 41.     (W)     SCALED    
 HH0547* NAVD 88     -      1003.532  (meters)    3292.42   (feet)  ADJUSTED  
 HH0547  ___________________________________________________________________
 HH0547  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 HH0547  DYNAMIC HT  -        1002.564 (meters)    3289.25  (feet)  COMP
 HH0547  MODELED GRAV-     979,631.5   (mgal)                       NAVD 88
 HH0547
 HH0547  VERT ORDER  -  SECOND    CLASS 0
 HH0547
 HH0547.The horizontal coordinates were scaled from a topographic map and have
 HH0547.an estimated accuracy of +/- 6 seconds.
 HH0547
 HH0547.The orthometric height was determined by differential leveling
 HH0547.and adjusted by the National Geodetic Survey in June 1991..
 HH0547
 HH0547.The geoid height was determined by GEOID03.
 HH0547
 HH0547.The dynamic height is computed by dividing the NAVD 88
 HH0547.geopotential number by the normal gravity value computed on the
 HH0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0547.degrees latitude (g = 980.6199 gals.).
 HH0547
 HH0547.The modeled gravity was interpolated from observed gravity values.
 HH0547
 HH0547;                    North         East    Units  Estimated Accuracy
 HH0547;SPC KS S     -   504,340.      116,340.      MT  (+/- 180 meters Scaled)
 HH0547
 HH0547                          SUPERSEDED SURVEY CONTROL
 HH0547
 HH0547  NGVD 29 (??/??/92) 1003.120  (m)         3291.07   (f) ADJ UNCH    2 0
 HH0547
 HH0547.Superseded values are not recommended for survey control.
 HH0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0547.See file dsdata.txt to determine how the superseded data were derived.
 HH0547
 HH0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG605607(NAD 83)
 HH0547_MARKER: DB = BENCH MARK DISK
 HH0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0547_STAMPING: L 84 1935
 HH0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0547+STABILITY: SURFACE MOTION
 HH0547
 HH0547  HISTORY     - Date     Condition        Report By
 HH0547  HISTORY     - 1935     MONUMENTED       CGS
 HH0547  HISTORY     - 1957     MARK NOT FOUND   NGS
 HH0547
 HH0547                          STATION DESCRIPTION
 HH0547
 HH0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 HH0547'2.5 MI E FROM JOHNSON.
 HH0547'2.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0547'FROM THE STATION AT JOHNSON, STANTON COUNTY, AT MILEPOST 43, 49
 HH0547'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT SOUTH OF A
 HH0547'FENCE.  A STANDARD DISK, STAMPED L 84 1935 AND SET IN THE TOP
 HH0547'OF A CONCRETE POST.  NOTE-- BLOW SAND 3 FT. OVER POINT AND DISC.
 HH0547'NOT DEFINATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0344 ***********************************************************************
 HH0344  DESIGNATION -  L 86
 HH0344  PID         -  HH0344
 HH0344  STATE/COUNTY-  KS/STEVENS
 HH0344  USGS QUAD   -  HUGOTON (1974)
 HH0344
 HH0344                         *CURRENT SURVEY CONTROL
 HH0344  ___________________________________________________________________
 HH0344* NAD 83(1986)-  37 10 11.     (N)    101 20 16.     (W)     SCALED    
 HH0344* NAVD 88     -       947.394  (meters)    3108.24   (feet)  ADJUSTED  
 HH0344  ___________________________________________________________________
 HH0344  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HH0344  DYNAMIC HT  -         946.452 (meters)    3105.15  (feet)  COMP
 HH0344  MODELED GRAV-     979,605.3   (mgal)                       NAVD 88
 HH0344
 HH0344  VERT ORDER  -  SECOND    CLASS 0
 HH0344
 HH0344.The horizontal coordinates were scaled from a topographic map and have
 HH0344.an estimated accuracy of +/- 6 seconds.
 HH0344
 HH0344.The orthometric height was determined by differential leveling
 HH0344.and adjusted by the National Geodetic Survey in June 1991..
 HH0344
 HH0344.The geoid height was determined by GEOID03.
 HH0344
 HH0344.The dynamic height is computed by dividing the NAVD 88
 HH0344.geopotential number by the normal gravity value computed on the
 HH0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0344.degrees latitude (g = 980.6199 gals.).
 HH0344
 HH0344.The modeled gravity was interpolated from observed gravity values.
 HH0344
 HH0344;                    North         East    Units  Estimated Accuracy
 HH0344;SPC KS S     -   459,670.      148,000.      MT  (+/- 180 meters Scaled)
 HH0344
 HH0344                          SUPERSEDED SURVEY CONTROL
 HH0344
 HH0344  NGVD 29 (??/??/92)  946.981  (m)         3106.89   (f) ADJ UNCH    2 0
 HH0344
 HH0344.Superseded values are not recommended for survey control.
 HH0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0344.See file dsdata.txt to determine how the superseded data were derived.
 HH0344
 HH0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG924162(NAD 83)
 HH0344_MARKER: DB = BENCH MARK DISK
 HH0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0344_SP_SET: CULVERT
 HH0344_STAMPING: L 86 1935
 HH0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0344
 HH0344  HISTORY     - Date     Condition        Report By
 HH0344  HISTORY     - 1935     MONUMENTED       CGS
 HH0344  HISTORY     - 1968     GOOD             NGS
 HH0344
 HH0344                          STATION DESCRIPTION
 HH0344
 HH0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0344'1 MI SE FROM HUGOTON.
 HH0344'1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 270 FROM THE COUNTY
 HH0344'COURTHOUSE AT HUGOTON, STEVENS COUNTY, 100 YARDS EAST OF A ROAD
 HH0344'INTERSECTION, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HH0344'AT A CONCRETE CULVERT, AND IN THE CENTER OF THE TOP OF THE
 HH0344'SOUTH HEADWALL.  A STANDARD DISK, STAMPED L 86 1935.
 HH0344
 HH0344                          STATION RECOVERY (1968)
 HH0344
 HH0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HH0344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0431 ***********************************************************************
 HH0431  DESIGNATION -  L 88
 HH0431  PID         -  HH0431
 HH0431  STATE/COUNTY-  KS/MORTON
 HH0431  USGS QUAD   -  ELKHART NW (1973)
 HH0431
 HH0431                         *CURRENT SURVEY CONTROL
 HH0431  ___________________________________________________________________
 HH0431* NAD 83(1986)-  37 08 29.     (N)    101 57 14.     (W)     SCALED    
 HH0431* NAVD 88     -      1095.467  (meters)    3594.04   (feet)  ADJUSTED  
 HH0431  ___________________________________________________________________
 HH0431  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 HH0431  DYNAMIC HT  -        1094.353 (meters)    3590.39  (feet)  COMP
 HH0431  MODELED GRAV-     979,576.2   (mgal)                       NAVD 88
 HH0431
 HH0431  VERT ORDER  -  SECOND    CLASS 0
 HH0431
 HH0431.The horizontal coordinates were scaled from a topographic map and have
 HH0431.an estimated accuracy of +/- 6 seconds.
 HH0431
 HH0431.The orthometric height was determined by differential leveling
 HH0431.and adjusted by the National Geodetic Survey in June 1991..
 HH0431
 HH0431.The geoid height was determined by GEOID03.
 HH0431
 HH0431.The dynamic height is computed by dividing the NAVD 88
 HH0431.geopotential number by the normal gravity value computed on the
 HH0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0431.degrees latitude (g = 980.6199 gals.).
 HH0431
 HH0431.The modeled gravity was interpolated from observed gravity values.
 HH0431
 HH0431;                    North         East    Units  Estimated Accuracy
 HH0431;SPC KS S     -   458,370.       93,200.      MT  (+/- 180 meters Scaled)
 HH0431
 HH0431                          SUPERSEDED SURVEY CONTROL
 HH0431
 HH0431  NGVD 29 (??/??/92) 1095.018  (m)         3592.57   (f) ADJ UNCH    2 0
 HH0431
 HH0431.Superseded values are not recommended for survey control.
 HH0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0431.See file dsdata.txt to determine how the superseded data were derived.
 HH0431
 HH0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG376146(NAD 83)
 HH0431_MARKER: DB = BENCH MARK DISK
 HH0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0431_STAMPING: L 88 1935
 HH0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0431+STABILITY: SURFACE MOTION
 HH0431
 HH0431  HISTORY     - Date     Condition        Report By
 HH0431  HISTORY     - 1935     MONUMENTED       CGS
 HH0431  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0431
 HH0431                          STATION DESCRIPTION
 HH0431
 HH0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0431'17.7 MI SW FROM RICHFIELD.
 HH0431'17.7 MILES SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 51
 HH0431'FROM RICHFIELD, MORTON COUNTY, AT A ROAD INTERSECTION, 52 FEET
 HH0431'NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, AND 26 FEET WEST
 HH0431'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED L 88
 HH0431'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HH0431
 HH0431                          STATION RECOVERY (1973)
 HH0431
 HH0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0431'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0486 ***********************************************************************
 HH0486  DESIGNATION -  L 89
 HH0486  PID         -  HH0486
 HH0486  STATE/COUNTY-  KS/STANTON
 HH0486  USGS QUAD   -  JOHNSON WEST (1973)
 HH0486
 HH0486                         *CURRENT SURVEY CONTROL
 HH0486  ___________________________________________________________________
 HH0486* NAD 83(1986)-  37 32 53.     (N)    101 45 42.     (W)     SCALED    
 HH0486* NAVD 88     -      1020.001  (meters)    3346.45   (feet)  ADJUSTED  
 HH0486  ___________________________________________________________________
 HH0486  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 HH0486  DYNAMIC HT  -        1019.016 (meters)    3343.22  (feet)  COMP
 HH0486  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 HH0486
 HH0486  VERT ORDER  -  SECOND    CLASS 0
 HH0486
 HH0486.The horizontal coordinates were scaled from a topographic map and have
 HH0486.an estimated accuracy of +/- 6 seconds.
 HH0486
 HH0486.The orthometric height was determined by differential leveling
 HH0486.and adjusted by the National Geodetic Survey in June 1991..
 HH0486.WARNING-Repeat measurements at this control monument indicate possible
 HH0486.vertical movement.
 HH0486
 HH0486.The geoid height was determined by GEOID03.
 HH0486
 HH0486.The dynamic height is computed by dividing the NAVD 88
 HH0486.geopotential number by the normal gravity value computed on the
 HH0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0486.degrees latitude (g = 980.6199 gals.).
 HH0486
 HH0486.The modeled gravity was interpolated from observed gravity values.
 HH0486
 HH0486;                    North         East    Units  Estimated Accuracy
 HH0486;SPC KS S     -   502,860.      111,840.      MT  (+/- 180 meters Scaled)
 HH0486
 HH0486                          SUPERSEDED SURVEY CONTROL
 HH0486
 HH0486  NGVD 29 (??/??/92) 1019.587  (m)         3345.09   (f) ADJ UNCH    2 0
 HH0486
 HH0486.Superseded values are not recommended for survey control.
 HH0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0486.See file dsdata.txt to determine how the superseded data were derived.
 HH0486
 HH0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG560592(NAD 83)
 HH0486_MARKER: DB = BENCH MARK DISK
 HH0486_SETTING: 0 = UNSPECIFIED SETTING
 HH0486_STAMPING: L 89 1935
 HH0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0486
 HH0486  HISTORY     - Date     Condition        Report By
 HH0486  HISTORY     - 1935     MONUMENTED       CGS
 HH0486  HISTORY     - 1964     GOOD             NGS
 HH0486  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0486
 HH0486                          STATION DESCRIPTION
 HH0486
 HH0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HH0486'1.4 MI SW FROM JOHNSON.
 HH0486'0.4 MILE WEST ALONG A GRAVEL ROAD FROM THE ATCHISON, TOPEKA
 HH0486'AND SANTA FE RAILWAY STATION AT JOHNSON, STANTON COUNTY, THENCE
 HH0486'1.0 MILE SOUTH ALONG STATE HIGHWAY 27, 80 FEET SOUTH OF TWO
 HH0486'LARGE POWER POLES, 58 FEET SOUTHEAST OF THE CENTER OF INTERSECTION,
 HH0486'48 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 27, 33 FEET
 HH0486'SOUTH OF THE CENTERLINE OF EAST-WEST GRAVEL ROAD, AND 1 FOOT
 HH0486'WEST OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 2 INCHES
 HH0486'AND THE DISK IS STAMPED L 89 1935.
 HH0486
 HH0486                          STATION RECOVERY (1973)
 HH0486
 HH0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0096 ***********************************************************************
 JH0096  DESIGNATION -  L 9
 JH0096  PID         -  JH0096
 JH0096  STATE/COUNTY-  KS/LOGAN
 JH0096  USGS QUAD   -  ELKADER (1974)
 JH0096
 JH0096                         *CURRENT SURVEY CONTROL
 JH0096  ___________________________________________________________________
 JH0096* NAD 83(1986)-  38 47 47.     (N)    100 51 25.     (W)     SCALED    
 JH0096* NAVD 88     -       806.411  (meters)    2645.70   (feet)  ADJUSTED  
 JH0096  ___________________________________________________________________
 JH0096  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 JH0096  DYNAMIC HT  -         805.771 (meters)    2643.60  (feet)  COMP
 JH0096  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 JH0096
 JH0096  VERT ORDER  -  FIRST     CLASS II
 JH0096
 JH0096.The horizontal coordinates were scaled from a topographic map and have
 JH0096.an estimated accuracy of +/- 6 seconds.
 JH0096
 JH0096.The orthometric height was determined by differential leveling
 JH0096.and adjusted by the National Geodetic Survey in June 1991..
 JH0096
 JH0096.The geoid height was determined by GEOID03.
 JH0096
 JH0096.The dynamic height is computed by dividing the NAVD 88
 JH0096.geopotential number by the normal gravity value computed on the
 JH0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0096.degrees latitude (g = 980.6199 gals.).
 JH0096
 JH0096.The modeled gravity was interpolated from observed gravity values.
 JH0096
 JH0096;                    North         East    Units  Estimated Accuracy
 JH0096;SPC KS N     -    55,320.      151,850.      MT  (+/- 180 meters Scaled)
 JH0096
 JH0096                          SUPERSEDED SURVEY CONTROL
 JH0096
 JH0096  NGVD 29 (02/14/92)  806.082  (m)         2644.62   (f) ADJUSTED    1 2
 JH0096
 JH0096.Superseded values are not recommended for survey control.
 JH0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0096.See file dsdata.txt to determine how the superseded data were derived.
 JH0096
 JH0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH387958(NAD 83)
 JH0096_MARKER: DB = BENCH MARK DISK
 JH0096_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JH0096_SP_SET: BRIDGE ABUTMENT
 JH0096_STAMPING: L 9 1933
 JH0096_MARK LOGO: CGS   
 JH0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0096
 JH0096  HISTORY     - Date     Condition        Report By
 JH0096  HISTORY     - 1933     MONUMENTED       CGS
 JH0096  HISTORY     - 1942     GOOD             NGS
 JH0096  HISTORY     - 1986     GOOD             NGS
 JH0096
 JH0096                          STATION DESCRIPTION
 JH0096
 JH0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0096'0.1 MI N FROM ELKADER.
 JH0096'0.1 MILE NORTH OF ELKADER POST OFFICE SET ON NORTHWEST CORNER OF
 JH0096'U.S. 83 HIGHWAY CONCRETE BRIDGE, ON NORTH ABUTMENT OF BRIDGE
 JH0096'OVER SMOKEY RIVER.
 JH0096
 JH0096                          STATION RECOVERY (1942)
 JH0096
 JH0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0096'RECOVERED IN GOOD CONDITION.
 JH0096
 JH0096                          STATION RECOVERY (1986)
 JH0096
 JH0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0096'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  35.50 KM
 JH0096'(22.18 MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US HIGHWAY
 JH0096'40 AT OAKLEY, IN TOP OF AND 3-FEET EAST OF THE WEST END OF THE NORTH
 JH0096'ABUTMENT FOR THE BRIDGE OVER THE SMOKY HILL RIVER, 4.1 METERS (13.5
 JH0096'FT) WEST OF THE HIGHWAY CENTERLINE AND 22.2 METERS (73 FT) SOUTHWEST
 JH0096'OF MILEPOST 129.
 JH0096'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0539 ***********************************************************************
 HH0539  DESIGNATION -  L 90
 HH0539  PID         -  HH0539
 HH0539  STATE/COUNTY-  KS/HAMILTON
 HH0539  USGS QUAD   -  SYRACUSE WEST (1966)
 HH0539
 HH0539                         *CURRENT SURVEY CONTROL
 HH0539  ___________________________________________________________________
 HH0539* NAD 83(1986)-  37 57 42.     (N)    101 45 26.     (W)     SCALED    
 HH0539* NAVD 88     -       984.245  (meters)    3229.14   (feet)  ADJUSTED  
 HH0539  ___________________________________________________________________
 HH0539  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 HH0539  DYNAMIC HT  -         983.332 (meters)    3226.15  (feet)  COMP
 HH0539  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 HH0539
 HH0539  VERT ORDER  -  FIRST     CLASS II
 HH0539
 HH0539.The horizontal coordinates were scaled from a topographic map and have
 HH0539.an estimated accuracy of +/- 6 seconds.
 HH0539
 HH0539.The orthometric height was determined by differential leveling
 HH0539.and adjusted by the National Geodetic Survey in June 1991..
 HH0539.WARNING-Repeat measurements at this control monument indicate possible
 HH0539.vertical movement.
 HH0539
 HH0539.The geoid height was determined by GEOID03.
 HH0539
 HH0539.The dynamic height is computed by dividing the NAVD 88
 HH0539.geopotential number by the normal gravity value computed on the
 HH0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0539.degrees latitude (g = 980.6199 gals.).
 HH0539
 HH0539.The modeled gravity was interpolated from observed gravity values.
 HH0539
 HH0539;                    North         East    Units  Estimated Accuracy
 HH0539;SPC KS S     -   548,730.      113,840.      MT  (+/- 180 meters Scaled)
 HH0539
 HH0539                          SUPERSEDED SURVEY CONTROL
 HH0539
 HH0539  NGVD 29 (??/??/92)  983.823  (m)         3227.76   (f) ADJ UNCH    1 2
 HH0539
 HH0539.Superseded values are not recommended for survey control.
 HH0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0539.See file dsdata.txt to determine how the superseded data were derived.
 HH0539
 HH0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH577051(NAD 83)
 HH0539_MARKER: DB = BENCH MARK DISK
 HH0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0539_SP_SET: CONCRETE POST
 HH0539_STAMPING: L 90 1935
 HH0539_MARK LOGO: CGS   
 HH0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0539+STABILITY: SURFACE MOTION
 HH0539
 HH0539  HISTORY     - Date     Condition        Report By
 HH0539  HISTORY     - 1935     MONUMENTED       CGS
 HH0539  HISTORY     - 1964     GOOD             NGS
 HH0539  HISTORY     - 1986     POOR             NGS
 HH0539
 HH0539                          STATION DESCRIPTION
 HH0539
 HH0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HH0539'1.2 MI S FROM SYRACUSE.
 HH0539'THIS MARK WAS RECOVERED AFTER A GOOD SEARCH.  A COMPLETE
 HH0539'DESCRIPTION FOLLOWS.  1.2 MILES SOUTH ALONG U.S. HIGHWAY 270
 HH0539'AND STATE HIGHWAY 27 FROM THE ATCHISON, TOPEKA AND SANTA FE
 HH0539'RAILROAD STATION AT SYRACUSE, HAMILTON COUNTY, 0.2 MILE SOUTH
 HH0539'OF THE BRIDGE OVER THE ARKANSAS RIVER, 67 FEET WEST OF THE
 HH0539'CENTERLINE OF THE HIGHWAY, 10 FEET SOUTH OF THE CENTERLINE
 HH0539'OF TRACK ROAD, 45 FEET SOUTH OF THE END POST IN A NORTH-SOUTH
 HH0539'FENCELINE, AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE
 HH0539'MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK
 HH0539'IS STAMPED L 90 1935.
 HH0539
 HH0539                          STATION RECOVERY (1986)
 HH0539
 HH0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0539'RECOVERED IN POOR CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT BENCH
 HH0539'MARK WAS FOUND 2-FEET BELOW THE SURFACE OF THE GROUND AND IS LEANING
 HH0539'TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0228 ***********************************************************************
 HH0228  DESIGNATION -  L 91 RESET
 HH0228  PID         -  HH0228
 HH0228  STATE/COUNTY-  KS/KEARNY
 HH0228  USGS QUAD   -  LAKIN SE (1978)
 HH0228
 HH0228                         *CURRENT SURVEY CONTROL
 HH0228  ___________________________________________________________________
 HH0228* NAD 83(1986)-  37 46 47.     (N)    101 21 50.     (W)     SCALED    
 HH0228* NAVD 88     -       936.385  (meters)    3072.12   (feet)  ADJUSTED  
 HH0228  ___________________________________________________________________
 HH0228  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HH0228  DYNAMIC HT  -         935.509 (meters)    3069.25  (feet)  COMP
 HH0228  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 HH0228
 HH0228  VERT ORDER  -  SECOND    CLASS 0
 HH0228
 HH0228.The horizontal coordinates were scaled from a topographic map and have
 HH0228.an estimated accuracy of +/- 6 seconds.
 HH0228
 HH0228.The orthometric height was determined by differential leveling
 HH0228.and adjusted by the National Geodetic Survey in June 1991..
 HH0228
 HH0228.The geoid height was determined by GEOID03.
 HH0228
 HH0228.The dynamic height is computed by dividing the NAVD 88
 HH0228.geopotential number by the normal gravity value computed on the
 HH0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0228.degrees latitude (g = 980.6199 gals.).
 HH0228
 HH0228.The modeled gravity was interpolated from observed gravity values.
 HH0228
 HH0228;                    North         East    Units  Estimated Accuracy
 HH0228;SPC KS S     -   527,410.      147,760.      MT  (+/- 180 meters Scaled)
 HH0228
 HH0228                          SUPERSEDED SURVEY CONTROL
 HH0228
 HH0228  NGVD 29 (??/??/92)  935.972  (m)         3070.77   (f) ADJ UNCH    2 0
 HH0228
 HH0228.Superseded values are not recommended for survey control.
 HH0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0228.See file dsdata.txt to determine how the superseded data were derived.
 HH0228
 HH0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG918840(NAD 83)
 HH0228_MARKER: DB = BENCH MARK DISK
 HH0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0228_STAMPING: L 91 RESET 1940
 HH0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0228+STABILITY: SURFACE MOTION
 HH0228
 HH0228  HISTORY     - Date     Condition        Report By
 HH0228  HISTORY     - 1940     MONUMENTED       CGS
 HH0228
 HH0228                          STATION DESCRIPTION
 HH0228
 HH0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0228'13.6 MI N FROM ULYSSES.
 HH0228'IN KEARNY COUNTY, ABOUT 13.6 MILES NORTH ALONG STATE HIGHWAY 25
 HH0228'FROM THE HIGH SCHOOL AT ULYSSES, GRANT COUNTY, 72 FEET SOUTHWEST
 HH0228'OF THE CENTER OF THE JUNCTION OF A ROAD LEADING WEST, 43.5 FEET
 HH0228'SOUTH OF THE CENTER LINE OF THE ROAD, 60 FEET WEST OF THE CENTER
 HH0228'LINE OF THE HIGHWAY, 10.6 FEET SOUTH OF A FENCE CORNER, 2.0
 HH0228'FEET EAST OF THE FENCE, AND 3.0 FEET NORTHEAST OF A CONCRETE
 HH0228'RIGHT-OF-WAY MARKER PROJECTING ABOUT 18 INCHES ABOVE GROUND.
 HH0228'A STANDARD DISK, STAMPED L 91 RESET 1940 AND SET IN THE TOP
 HH0228'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0369 ***********************************************************************
 HH0369  DESIGNATION -  L 92
 HH0369  PID         -  HH0369
 HH0369  STATE/COUNTY-  KS/GRANT
 HH0369  USGS QUAD   -  WAGON BED SPRING (1974)
 HH0369
 HH0369                         *CURRENT SURVEY CONTROL
 HH0369  ___________________________________________________________________
 HH0369* NAD 83(1986)-  37 23 17.     (N)    101 20 23.     (W)     SCALED    
 HH0369* NAVD 88     -       938.007  (meters)    3077.44   (feet)  ADJUSTED  
 HH0369  ___________________________________________________________________
 HH0369  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 HH0369  DYNAMIC HT  -         937.106 (meters)    3074.49  (feet)  COMP
 HH0369  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 HH0369
 HH0369  VERT ORDER  -  SECOND    CLASS 0
 HH0369
 HH0369.The horizontal coordinates were scaled from a topographic map and have
 HH0369.an estimated accuracy of +/- 6 seconds.
 HH0369
 HH0369.The orthometric height was determined by differential leveling
 HH0369.and adjusted by the National Geodetic Survey in June 1991..
 HH0369
 HH0369.The geoid height was determined by GEOID03.
 HH0369
 HH0369.The dynamic height is computed by dividing the NAVD 88
 HH0369.geopotential number by the normal gravity value computed on the
 HH0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0369.degrees latitude (g = 980.6199 gals.).
 HH0369
 HH0369.The modeled gravity was interpolated from observed gravity values.
 HH0369
 HH0369;                    North         East    Units  Estimated Accuracy
 HH0369;SPC KS S     -   483,890.      148,570.      MT  (+/- 180 meters Scaled)
 HH0369
 HH0369                          SUPERSEDED SURVEY CONTROL
 HH0369
 HH0369  NGVD 29 (??/??/92)  937.610  (m)         3076.14   (f) ADJ UNCH    2 0
 HH0369
 HH0369.Superseded values are not recommended for survey control.
 HH0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0369.See file dsdata.txt to determine how the superseded data were derived.
 HH0369
 HH0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG928404(NAD 83)
 HH0369_MARKER: DB = BENCH MARK DISK
 HH0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0369_SP_SET: CULVERT
 HH0369_STAMPING: L 92 1935
 HH0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0369
 HH0369  HISTORY     - Date     Condition        Report By
 HH0369  HISTORY     - 1935     MONUMENTED       CGS
 HH0369
 HH0369                          STATION DESCRIPTION
 HH0369
 HH0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0369'13.4 MI S FROM ULYSSES.
 HH0369'ABOUT 13.4 MILES SOUTH ALONG U.S. HIGHWAY 270 FROM THE HIGH
 HH0369'SCHOOL AT ULYSSES, GRANT COUNTY, 54 FEET NORTHWEST OF THE CENTER
 HH0369'OF THE CROSSING OF AN EAST-AND-WEST ROAD, 14 FEET NORTH OF THE
 HH0369'CENTER LINE OF THE ROAD, 52 FEET WEST OF THE CENTER LINE OF THE
 HH0369'HIGHWAY, AT A CONCRETE CULVERT UNDER THE ROAD, AND IN THE CENTER
 HH0369'OF THE TOP OF THE NORTH CONCRETE HEAD WALL.  A STANDARD DISK,
 HH0369'STAMPED L 92 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0452 ***********************************************************************
 HH0452  DESIGNATION -  L 93
 HH0452  PID         -  HH0452
 HH0452  STATE/COUNTY-  KS/MORTON
 HH0452  USGS QUAD   -  ELKHART NORTH (1973)
 HH0452
 HH0452                         *CURRENT SURVEY CONTROL
 HH0452  ___________________________________________________________________
 HH0452* NAD 83(1986)-  37 07 19.     (N)    101 53 51.     (W)     SCALED    
 HH0452* NAVD 88     -      1036.027  (meters)    3399.03   (feet)  ADJUSTED  
 HH0452  ___________________________________________________________________
 HH0452  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 HH0452  DYNAMIC HT  -        1034.971 (meters)    3395.57  (feet)  COMP
 HH0452  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 HH0452
 HH0452  VERT ORDER  -  SECOND    CLASS 0
 HH0452
 HH0452.The horizontal coordinates were scaled from a topographic map and have
 HH0452.an estimated accuracy of +/- 6 seconds.
 HH0452
 HH0452.The orthometric height was determined by differential leveling
 HH0452.and adjusted by the National Geodetic Survey in June 1991..
 HH0452
 HH0452.The geoid height was determined by GEOID03.
 HH0452
 HH0452.The dynamic height is computed by dividing the NAVD 88
 HH0452.geopotential number by the normal gravity value computed on the
 HH0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0452.degrees latitude (g = 980.6199 gals.).
 HH0452
 HH0452.The modeled gravity was interpolated from observed gravity values.
 HH0452
 HH0452;                    North         East    Units  Estimated Accuracy
 HH0452;SPC KS S     -   456,030.       98,120.      MT  (+/- 180 meters Scaled)
 HH0452
 HH0452                          SUPERSEDED SURVEY CONTROL
 HH0452
 HH0452  NGVD 29 (??/??/92) 1035.575  (m)         3397.55   (f) ADJ UNCH    2 0
 HH0452
 HH0452.Superseded values are not recommended for survey control.
 HH0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0452.See file dsdata.txt to determine how the superseded data were derived.
 HH0452
 HH0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG425123(NAD 83)
 HH0452_MARKER: DB = BENCH MARK DISK
 HH0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HH0452_SP_SET: ABUTMENT
 HH0452_STAMPING: L 93 1935
 HH0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0452
 HH0452  HISTORY     - Date     Condition        Report By
 HH0452  HISTORY     - 1935     MONUMENTED       CGS
 HH0452
 HH0452                          STATION DESCRIPTION
 HH0452
 HH0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0452'8.2 MI N FROM ELKHART.
 HH0452'ABOUT 8.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE HIGH
 HH0452'SCHOOL AT ELKHART, MORTON COUNTY, AT THE STEEL GIRDER CIMARRON
 HH0452'RIVER BRIDGE, AND IN THE TOP OF THE NORTH ABUTMENT OF THE
 HH0452'NORTHEAST END OF THE CURB RETURN OVER THE EAST WING WALL.  A
 HH0452'STANDARD DISK, STAMPED L 93 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0480 ***********************************************************************
 KH0480  DESIGNATION -  L 95
 KH0480  PID         -  KH0480
 KH0480  STATE/COUNTY-  KS/CHEYENNE
 KH0480  USGS QUAD   -  ST FRANCIS (1978)
 KH0480
 KH0480                         *CURRENT SURVEY CONTROL
 KH0480  ___________________________________________________________________
 KH0480* NAD 83(1986)-  39 45 28.     (N)    101 51 50.     (W)     SCALED    
 KH0480* NAVD 88     -      1033.775  (meters)    3391.64   (feet)  ADJUSTED  
 KH0480  ___________________________________________________________________
 KH0480  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 KH0480  DYNAMIC HT  -        1032.968 (meters)    3389.00  (feet)  COMP
 KH0480  MODELED GRAV-     979,810.8   (mgal)                       NAVD 88
 KH0480
 KH0480  VERT ORDER  -  SECOND    CLASS 0
 KH0480
 KH0480.The horizontal coordinates were scaled from a topographic map and have
 KH0480.an estimated accuracy of +/- 6 seconds.
 KH0480
 KH0480.The orthometric height was determined by differential leveling
 KH0480.and adjusted by the National Geodetic Survey in June 1991..
 KH0480
 KH0480.The geoid height was determined by GEOID03.
 KH0480
 KH0480.The dynamic height is computed by dividing the NAVD 88
 KH0480.geopotential number by the normal gravity value computed on the
 KH0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0480.degrees latitude (g = 980.6199 gals.).
 KH0480
 KH0480.The modeled gravity was interpolated from observed gravity values.
 KH0480
 KH0480;                    North         East    Units  Estimated Accuracy
 KH0480;SPC KS N     -   165,200.       68,990.      MT  (+/- 180 meters Scaled)
 KH0480
 KH0480                          SUPERSEDED SURVEY CONTROL
 KH0480
 KH0480  NGVD 29 (??/??/92) 1033.336  (m)         3390.20   (f) ADJ UNCH    2 0
 KH0480
 KH0480.Superseded values are not recommended for survey control.
 KH0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0480.See file dsdata.txt to determine how the superseded data were derived.
 KH0480
 KH0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK546047(NAD 83)
 KH0480_MARKER: DB = BENCH MARK DISK
 KH0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0480_SP_SET: BRIDGE
 KH0480_STAMPING: L 95 1935
 KH0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0480
 KH0480  HISTORY     - Date     Condition        Report By
 KH0480  HISTORY     - 1935     MONUMENTED       CGS
 KH0480  HISTORY     - 1942     GOOD             NGS
 KH0480  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0480
 KH0480                          STATION DESCRIPTION
 KH0480
 KH0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0480'3.5 MI W FROM ST FRANCIS.
 KH0480'3.5 MI. W. OF DEPOT ALONG U.S. 36.  ABOUT 100 YDS. W. OF A
 KH0480'CROSS-ROAD, ABOUT 100 YDS. N. OF A SMALL, FRAME HOUSE, AT A
 KH0480'CONCRETE BRIDGE, AND SET ON THE S. SIDE 2 1/2 FT. W. OF THE E.
 KH0480'END.
 KH0480
 KH0480                          STATION RECOVERY (1942)
 KH0480
 KH0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0480'RECOVERED IN GOOD CONDITION.
 KH0480
 KH0480                          STATION RECOVERY (1975)
 KH0480
 KH0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0266 ***********************************************************************
 KH0266  DESIGNATION -  L 96
 KH0266  PID         -  KH0266
 KH0266  STATE/COUNTY-  KS/RAWLINS
 KH0266  USGS QUAD   -  MC DONALD SW (1978)
 KH0266
 KH0266                         *CURRENT SURVEY CONTROL
 KH0266  ___________________________________________________________________
 KH0266* NAD 83(1986)-  39 46 32.     (N)    101 24 37.     (W)     SCALED    
 KH0266* NAVD 88     -      1032.597  (meters)    3387.78   (feet)  ADJUSTED  
 KH0266  ___________________________________________________________________
 KH0266  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 KH0266  DYNAMIC HT  -        1031.811 (meters)    3385.20  (feet)  COMP
 KH0266  MODELED GRAV-     979,829.6   (mgal)                       NAVD 88
 KH0266
 KH0266  VERT ORDER  -  SECOND    CLASS 0
 KH0266
 KH0266.The horizontal coordinates were scaled from a topographic map and have
 KH0266.an estimated accuracy of +/- 6 seconds.
 KH0266
 KH0266.The orthometric height was determined by differential leveling
 KH0266.and adjusted by the National Geodetic Survey in June 1991..
 KH0266
 KH0266.The geoid height was determined by GEOID03.
 KH0266
 KH0266.The dynamic height is computed by dividing the NAVD 88
 KH0266.geopotential number by the normal gravity value computed on the
 KH0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0266.degrees latitude (g = 980.6199 gals.).
 KH0266
 KH0266.The modeled gravity was interpolated from observed gravity values.
 KH0266
 KH0266;                    North         East    Units  Estimated Accuracy
 KH0266;SPC KS N     -   165,610.      107,900.      MT  (+/- 180 meters Scaled)
 KH0266
 KH0266                          SUPERSEDED SURVEY CONTROL
 KH0266
 KH0266  NGVD 29 (??/??/92) 1032.186  (m)         3386.43   (f) ADJ UNCH    2 0
 KH0266
 KH0266.Superseded values are not recommended for survey control.
 KH0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0266.See file dsdata.txt to determine how the superseded data were derived.
 KH0266
 KH0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK935056(NAD 83)
 KH0266_MARKER: DB = BENCH MARK DISK
 KH0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0266_STAMPING: L 96 1935
 KH0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0266+STABILITY: SURFACE MOTION
 KH0266
 KH0266  HISTORY     - Date     Condition        Report By
 KH0266  HISTORY     - 1935     MONUMENTED       CGS
 KH0266  HISTORY     - 1948     POOR             NGS
 KH0266
 KH0266                          STATION DESCRIPTION
 KH0266
 KH0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0266'2 MI W FROM MC DONALD.
 KH0266'2.0 MI. W. ALONG C.B. AND Q. RY.  ABOUT 9 POLES E. OF MILEPOLE
 KH0266'112, ABOUT 45 FT. W. OF THE CENTER LINE OF A CROSS-ROAD, ABOUT 15
 KH0266'FT. S.W. OF A WARNING SIGNAL AND ABOUT 25 FT. S. OF THE CENTER OF
 KH0266'THE TRACK.
 KH0266
 KH0266                          STATION RECOVERY (1948)
 KH0266
 KH0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 KH0266'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0188 ***********************************************************************
 JH0188  DESIGNATION -  L 98
 JH0188  PID         -  JH0188
 JH0188  STATE/COUNTY-  KS/WICHITA
 JH0188  USGS QUAD   -  LEOTI (1970)
 JH0188
 JH0188                         *CURRENT SURVEY CONTROL
 JH0188  ___________________________________________________________________
 JH0188* NAD 83(1986)-  38 29 45.     (N)    101 22 04.     (W)     SCALED    
 JH0188* NAVD 88     -      1009.458  (meters)    3311.86   (feet)  ADJUSTED  
 JH0188  ___________________________________________________________________
 JH0188  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 JH0188  DYNAMIC HT  -        1008.587 (meters)    3309.01  (feet)  COMP
 JH0188  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 JH0188
 JH0188  VERT ORDER  -  SECOND    CLASS 0
 JH0188
 JH0188.The horizontal coordinates were scaled from a topographic map and have
 JH0188.an estimated accuracy of +/- 6 seconds.
 JH0188
 JH0188.The orthometric height was determined by differential leveling
 JH0188.and adjusted by the National Geodetic Survey in June 1991..
 JH0188
 JH0188.The geoid height was determined by GEOID03.
 JH0188
 JH0188.The dynamic height is computed by dividing the NAVD 88
 JH0188.geopotential number by the normal gravity value computed on the
 JH0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0188.degrees latitude (g = 980.6199 gals.).
 JH0188
 JH0188.The modeled gravity was interpolated from observed gravity values.
 JH0188
 JH0188;                    North         East    Units  Estimated Accuracy
 JH0188;SPC KS S     -   606,860.      149,860.      MT  (+/- 180 meters Scaled)
 JH0188
 JH0188                          SUPERSEDED SURVEY CONTROL
 JH0188
 JH0188  NGVD 29 (??/??/92) 1009.085  (m)         3310.64   (f) ADJ UNCH    2 0
 JH0188
 JH0188.Superseded values are not recommended for survey control.
 JH0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0188.See file dsdata.txt to determine how the superseded data were derived.
 JH0188
 JH0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH935634(NAD 83)
 JH0188_MARKER: DB = BENCH MARK DISK
 JH0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0188_STAMPING: L 98 1935
 JH0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0188+STABILITY: SURFACE MOTION
 JH0188
 JH0188  HISTORY     - Date     Condition        Report By
 JH0188  HISTORY     - 1935     MONUMENTED       CGS
 JH0188  HISTORY     - 1940     GOOD             NGS
 JH0188  HISTORY     - 1941     GOOD             NGS
 JH0188
 JH0188                          STATION DESCRIPTION
 JH0188
 JH0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0188'1.8 MI NW FROM LEOTI.
 JH0188'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED NORTHWESTERLY
 JH0188'ALONG STATE HIGHWAY NO. 25, GO 1.8 MILES.  BENCH MARK IS AT THE
 JH0188'SOUTHWEST CORNER OF A CROSS-INTERSECTION OF STATE HIGHWAY NO. 25
 JH0188'AND AN EAST-WEST SECTION LINE ROAD (GRAVELED ON EAST SIDE OF
 JH0188'HIGHWAY--UNIMPROVED ON THE WEST SIDE), 75 FEET SOUTHWEST OF CENTER
 JH0188'OF INTERSECTION, 70 FEET WEST OF CENTER LINE OF THE HIGHWAY,
 JH0188'37 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 33.5 FEET
 JH0188'WEST OF A TELEPHONE POLE, 1.8 FEET EAST OF A 4 X 4 INCH WOODEN
 JH0188'POST PROJECTING 20 FEET.  MONUMENT PROJECTS 0.5 FOOT.
 JH0188
 JH0188                          STATION RECOVERY (1941)
 JH0188
 JH0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JH0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0227 ***********************************************************************
 JH0227  DESIGNATION -  L 99
 JH0227  PID         -  JH0227
 JH0227  STATE/COUNTY-  KS/KEARNY
 JH0227  USGS QUAD   -  MATTOX DRAW NE (1965)
 JH0227
 JH0227                         *CURRENT SURVEY CONTROL
 JH0227  ___________________________________________________________________
 JH0227* NAD 83(1986)-  38 13 13.     (N)    101 16 06.     (W)     SCALED    
 JH0227* NAVD 88     -       986.986  (meters)    3238.14   (feet)  ADJUSTED  
 JH0227  ___________________________________________________________________
 JH0227  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 JH0227  DYNAMIC HT  -         986.120 (meters)    3235.30  (feet)  COMP
 JH0227  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 JH0227
 JH0227  VERT ORDER  -  SECOND    CLASS 0
 JH0227
 JH0227.The horizontal coordinates were scaled from a topographic map and have
 JH0227.an estimated accuracy of +/- 6 seconds.
 JH0227
 JH0227.The orthometric height was determined by differential leveling
 JH0227.and adjusted by the National Geodetic Survey in June 1991..
 JH0227
 JH0227.The geoid height was determined by GEOID03.
 JH0227
 JH0227.The dynamic height is computed by dividing the NAVD 88
 JH0227.geopotential number by the normal gravity value computed on the
 JH0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0227.degrees latitude (g = 980.6199 gals.).
 JH0227
 JH0227.The modeled gravity was interpolated from observed gravity values.
 JH0227
 JH0227;                    North         East    Units  Estimated Accuracy
 JH0227;SPC KS S     -   576,030.      157,630.      MT  (+/- 180 meters Scaled)
 JH0227
 JH0227                          SUPERSEDED SURVEY CONTROL
 JH0227
 JH0227  NGVD 29 (??/??/92)  986.601  (m)         3236.87   (f) ADJ UNCH    2 0
 JH0227
 JH0227.Superseded values are not recommended for survey control.
 JH0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0227.See file dsdata.txt to determine how the superseded data were derived.
 JH0227
 JH0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH014326(NAD 83)
 JH0227_MARKER: DB = BENCH MARK DISK
 JH0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0227_STAMPING: L 99 1935
 JH0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0227+STABILITY: SURFACE MOTION
 JH0227
 JH0227  HISTORY     - Date     Condition        Report By
 JH0227  HISTORY     - 1935     MONUMENTED       CGS
 JH0227  HISTORY     - 1940     GOOD             NGS
 JH0227  HISTORY     - 1965     POOR             USGS
 JH0227
 JH0227                          STATION DESCRIPTION
 JH0227
 JH0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0227'19.4 MI N FROM LAKIN.
 JH0227'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION
 JH0227'IN LAKIN, PROCEED NORTHWARD ON STATE HIGHWAY NO. 25, GO 19.4
 JH0227'MILES.  BENCH MARK IS AT THE SOUTHWEST CORNER OF INTERSECTION
 JH0227'OF STATE HIGHWAY NO. 25 AND AN EAST-WEST SECTION LINE ROAD,
 JH0227'76 FEET SOUTHWEST OF CENTER OF INTERSECTION, 66 FEET WEST OF
 JH0227'CENTER LINE OF HIGHWAY, 28 FEET SOUTH OF CENTER LINE OF THE
 JH0227'EAST-WEST ROAD, 3.0 FEET EAST OF A 4 X 4 INCH WOODEN POST
 JH0227'PAINTED WHITE PROJECTING 1.9 FEET, MONUMENT PROJECTS 0.5 FOOT.
 JH0227'NOTE-- BM APPEARS TO BE BROKEN OFF BELOW SURFACE AND IS LISTING
 JH0227'ABOUT 10 DEGREES.
 JH0227
 JH0227                          STATION RECOVERY (1965)
 JH0227
 JH0227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JH0227'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0753 ***********************************************************************
 KE0753  DESIGNATION -  L ALTERNATE
 KE0753  PID         -  KE0753
 KE0753  STATE/COUNTY-  KS/SHAWNEE
 KE0753  USGS QUAD   -  GRANTVILLE (1983)
 KE0753
 KE0753                         *CURRENT SURVEY CONTROL
 KE0753  ___________________________________________________________________
 KE0753* NAD 83(1986)-  39 03 09.     (N)    095 34 53.     (W)     SCALED    
 KE0753* NAVD 88     -       263.111  (meters)     863.22   (feet)  ADJUSTED  
 KE0753  ___________________________________________________________________
 KE0753  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KE0753  DYNAMIC HT  -         262.941 (meters)     862.67  (feet)  COMP
 KE0753  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 KE0753
 KE0753  VERT ORDER  -  FIRST     CLASS II
 KE0753
 KE0753.The horizontal coordinates were scaled from a topographic map and have
 KE0753.an estimated accuracy of +/- 6 seconds.
 KE0753
 KE0753.The orthometric height was determined by differential leveling
 KE0753.and adjusted by the National Geodetic Survey in June 1991..
 KE0753
 KE0753.The geoid height was determined by GEOID03.
 KE0753
 KE0753.The dynamic height is computed by dividing the NAVD 88
 KE0753.geopotential number by the normal gravity value computed on the
 KE0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0753.degrees latitude (g = 980.6199 gals.).
 KE0753
 KE0753.The modeled gravity was interpolated from observed gravity values.
 KE0753
 KE0753;                    North         East    Units  Estimated Accuracy
 KE0753;SPC KS N     -    82,630.      609,330.      MT  (+/- 180 meters Scaled)
 KE0753
 KE0753                          SUPERSEDED SURVEY CONTROL
 KE0753
 KE0753  NGVD 29 (??/??/92)  263.017  (m)          862.91   (f) ADJ UNCH    1 2
 KE0753
 KE0753.Superseded values are not recommended for survey control.
 KE0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0753.See file dsdata.txt to determine how the superseded data were derived.
 KE0753
 KE0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD766257(NAD 83)
 KE0753_MARKER: Q = CHISELED SQUARE
 KE0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0753_SP_SET: PIER
 KE0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0753
 KE0753  HISTORY     - Date     Condition        Report By
 KE0753  HISTORY     - UNK      MONUMENTED       CGS
 KE0753  HISTORY     - 1951     GOOD             NGS
 KE0753  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0753
 KE0753                          STATION DESCRIPTION
 KE0753
 KE0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0753'4.7 MI E FROM TOPEKA.
 KE0753'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT BRIDGE
 KE0753'47 F OVER THE SHUNGANUNGA CREEK, ON TOP OF THE SOUTH POINT OF
 KE0753'THE SECOND CONCRETE PIER FROM THE EAST END, AND ABOUT 12 FEET
 KE0753'LOWER THAN THE TRACK.  THIS PIER SUPPORTS THE EAST END OF THE
 KE0753'STEEL PART OF THE BRIDGE.  A CHISELED SQUARE.
 KE0753
 KE0753                          STATION RECOVERY (1986)
 KE0753
 KE0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0298 ***********************************************************************
 JG0298  DESIGNATION -  LA CROSSE
 JG0298  PID         -  JG0298
 JG0298  STATE/COUNTY-  KS/RUSH
 JG0298  USGS QUAD   -  LA CROSSE (1983)
 JG0298
 JG0298                         *CURRENT SURVEY CONTROL
 JG0298  ___________________________________________________________________
 JG0298* NAD 83(1986)-  38 31 55.     (N)    099 18 38.     (W)     SCALED    
 JG0298* NAVD 88     -       626.685  (meters)    2056.05   (feet)  ADJUSTED  
 JG0298  ___________________________________________________________________
 JG0298  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0298  DYNAMIC HT  -         626.205 (meters)    2054.47  (feet)  COMP
 JG0298  MODELED GRAV-     979,842.1   (mgal)                       NAVD 88
 JG0298
 JG0298  VERT ORDER  -  SECOND    CLASS 0
 JG0298
 JG0298.The horizontal coordinates were scaled from a topographic map and have
 JG0298.an estimated accuracy of +/- 6 seconds.
 JG0298
 JG0298.The orthometric height was determined by differential leveling
 JG0298.and adjusted by the National Geodetic Survey in June 1991..
 JG0298.WARNING-Repeat measurements at this control monument indicate possible
 JG0298.vertical movement.
 JG0298
 JG0298.The geoid height was determined by GEOID03.
 JG0298
 JG0298.The dynamic height is computed by dividing the NAVD 88
 JG0298.geopotential number by the normal gravity value computed on the
 JG0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0298.degrees latitude (g = 980.6199 gals.).
 JG0298
 JG0298.The modeled gravity was interpolated from observed gravity values.
 JG0298
 JG0298;                    North         East    Units  Estimated Accuracy
 JG0298;SPC KS S     -   607,330.      329,330.      MT  (+/- 180 meters Scaled)
 JG0298
 JG0298                          SUPERSEDED SURVEY CONTROL
 JG0298
 JG0298  NGVD 29 (??/??/92)  626.432  (m)         2055.22   (f) ADJ UNCH    2 0
 JG0298
 JG0298.Superseded values are not recommended for survey control.
 JG0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0298.See file dsdata.txt to determine how the superseded data were derived.
 JG0298
 JG0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH729648(NAD 83)
 JG0298_MARKER: DB = BENCH MARK DISK
 JG0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0298_STAMPING: LA CROSSE 1934
 JG0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0298+STABILITY: SURFACE MOTION
 JG0298
 JG0298  HISTORY     - Date     Condition        Report By
 JG0298  HISTORY     - 1934     MONUMENTED       CGS
 JG0298
 JG0298                          STATION DESCRIPTION
 JG0298
 JG0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0298'AT LA CROSSE.
 JG0298'AT LA CROSSE, RUSH COUNTY, 125 FEET SOUTH OF THE MISSOURI PACIFIC
 JG0298'RAILROAD STATION, IN THE SOUTHWEST CORNER OF THE LAWN OF THE
 JG0298'CITY HALL, AND 20 FEET WEST OF THE SOUTHWEST CORNER OF THE BUILDING.
 JG0298'A STANDARD DISK, STAMPED LA CROSSE 1934 AND SET IN THE TOP OF A
 JG0298'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0843 ***********************************************************************
 JG0843  DESIGNATION -  LA CROSSE MUNICIPAL TANK
 JG0843  PID         -  JG0843
 JG0843  STATE/COUNTY-  KS/RUSH
 JG0843  USGS QUAD   -  LA CROSSE (1983)
 JG0843
 JG0843                         *CURRENT SURVEY CONTROL
 JG0843  ___________________________________________________________________
 JG0843* NAD 83(1997)-  38 31 47.87258(N)    099 18 42.44351(W)     ADJUSTED  
 JG0843* NAVD 88     -                                                        
 JG0843  ___________________________________________________________________
 JG0843  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 JG0843  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0843
 JG0843  HORZ ORDER  -  THIRD
 JG0843
 JG0843.The horizontal coordinates were established by classical geodetic methods
 JG0843.and adjusted by the National Geodetic Survey in October 1998..
 JG0843
 JG0843
 JG0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0843
 JG0843.The geoid height was determined by GEOID03.
 JG0843
 JG0843;                    North         East     Units Scale Factor Converg.
 JG0843;SPC KS S     -   607,112.549   329,216.066   MT  0.99999295   -0 29 55.9
 JG0843;UTM  14      - 4,264,664.416   472,823.824   MT  0.99960909   -0 11 39.2
 JG0843
 JG0843                          SUPERSEDED SURVEY CONTROL
 JG0843
 JG0843  NAD 83(1986)-  38 31 47.88136(N)    099 18 42.44234(W) AD(       ) 4
 JG0843  NAD 27      -  38 31 47.84100(N)    099 18 41.06600(W) AD(       ) 3
 JG0843
 JG0843.Superseded values are not recommended for survey control.
 JG0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0843.See file dsdata.txt to determine how the superseded data were derived.
 JG0843
 JG0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7282464664(NAD 83)
 JG0843_MARKER: 51 = TANK
 JG0843
 JG0843  HISTORY     - Date     Condition        Report By
 JG0843  HISTORY     - 1934     FIRST OBSERVED   CGS
 JG0843  HISTORY     - 1935     GOOD             CGS
 JG0843
 JG0843                          STATION DESCRIPTION
 JG0843
 JG0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0843'POINT OBSERVED UPON IS THE FINIAL ATOP THE SILVER-TOPPED BLACK
 JG0843'MUNICIPAL WATER TANK (112 FEET HIGH) LETTERED LA CROSSE IN
 JG0843'SILVER.  TANK ERECTED IN 1917 AND IS LOCATED SOUTHWEST OF THE
 JG0843'COURTHOUSE IN THE SAME BLOCK.
 JG0843'
 JG0843'STATION OBSERVED UPON FROM LA CROSSE, IDA, BUTTON AND BELL.
 JG0843
 JG0843                          STATION RECOVERY (1935)
 JG0843
 JG0843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JCM)
 JG0843'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0960 ***********************************************************************
 JG0960  DESIGNATION -  LA CROSSE RESET
 JG0960  PID         -  JG0960
 JG0960  STATE/COUNTY-  KS/RUSH
 JG0960  USGS QUAD   -  LA CROSSE (1983)
 JG0960
 JG0960                         *CURRENT SURVEY CONTROL
 JG0960  ___________________________________________________________________
 JG0960* NAD 83(1997)-  38 35 37.92903(N)    099 16 11.34737(W)     ADJUSTED  
 JG0960* NAVD 88     -       658.9    (meters)    2162.     (feet)  VERTCON   
 JG0960  ___________________________________________________________________
 JG0960  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 JG0960  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 JG0960
 JG0960  HORZ ORDER  -  FIRST
 JG0960
 JG0960.The horizontal coordinates were established by classical geodetic methods
 JG0960.and adjusted by the National Geodetic Survey in October 1998..
 JG0960
 JG0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0960
 JG0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0960
 JG0960.The geoid height was determined by GEOID03.
 JG0960
 JG0960;                    North         East     Units Scale Factor Converg.
 JG0960;SPC KS S     -   614,175.124   332,934.222   MT  1.00000549   -0 28 23.1
 JG0960;SPC KS N     -    29,697.968   289,375.292   MT  1.00002209   -0 48 12.4
 JG0960;UTM  14      - 4,271,743.893   476,502.929   MT  0.99960680   -0 10 05.9
 JG0960
 JG0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0960!SPC KS S     -   0.99990072  x   1.00000549  =   0.99990621
 JG0960!SPC KS N     -   0.99990072  x   1.00002209  =   0.99992281
 JG0960!UTM  14      -   0.99990072  x   0.99960680  =   0.99950756
 JG0960
 JG0960:                Primary Azimuth Mark                     Grid Az
 JG0960:SPC KS S     -  PFIEFER HOLY CROSS CATHOLIC CH           035 59 56.6
 JG0960:SPC KS N     -  PFIEFER HOLY CROSS CATHOLIC CH           036 19 45.9
 JG0960:UTM  14      -  PFIEFER HOLY CROSS CATHOLIC CH           035 41 39.4
 JG0960
 JG0960|---------------------------------------------------------------------|
 JG0960| PID    Reference Object                     Distance      Geod. Az  |
 JG0960|                                                           dddmmss.s |
 JG0960| JG0837 PFIEFER HOLY CROSS CATHOLIC CH      APPROX.15.6 KM 0353133.5 |
 JG0960| CK9214 LA CROSSE AZ MK                                    0772331.9 |
 JG0960| JG0834 OTIS MUNICIPAL TANK                 APPROX.20.3 KM 1093548.0 |
 JG0960| JG0836 BISON MUNICIPAL TANK                APPROX.10.2 KM 1405647.6 |
 JG0960| CK9215 LA CROSSE RM 1                      120.762 METERS 16702     |
 JG0960| CK9216 LA CROSSE RM 2                      118.759 METERS 19615     |
 JG0960| JG0843 LA CROSSE MUNICIPAL TANK            APPROX. 8.0 KM 2071731.5 |
 JG0960| JG0940 MCCRACKEN WESTERN P AND L TANK      APPROX.26.1 KM 2674015.5 |
 JG0960|---------------------------------------------------------------------|
 JG0960
 JG0960                          SUPERSEDED SURVEY CONTROL
 JG0960
 JG0960  NAD 83(1986)-  38 35 37.93759(N)    099 16 11.34619(W) AD(       ) 1
 JG0960  NAD 27      -  38 35 37.89000(N)    099 16 09.98300(W) AD(       ) 1
 JG0960  NGVD 29 (07/19/86)  658.6    (m)         2161.     (f) VERT ANG       
 JG0960
 JG0960.Superseded values are not recommended for survey control.
 JG0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0960.See file dsdata.txt to determine how the superseded data were derived.
 JG0960
 JG0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7650371744(NAD 83)
 JG0960_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JG0960_SETTING: 66 = SET IN ROCK OUTCROP
 JG0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0960+STABILITY: SURFACE MOTION
 JG0960
 JG0960  HISTORY     - Date     Condition        Report By
 JG0960  HISTORY     - 1892     MONUMENTED       CGS
 JG0960  HISTORY     - 1934     GOOD             CGS
 JG0960  HISTORY     - 1934     GOOD             CGS
 JG0960  HISTORY     - 1953     GOOD             CGS
 JG0960  HISTORY     - 1964     GOOD             USGS
 JG0960
 JG0960                          STATION DESCRIPTION
 JG0960
 JG0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (FDG)
 JG0960'ABOUT 5-1/2 MILES NORTHEAST OF LA CROSSE IN THE NW 1/4 SEC. 12, T.
 JG0960'17 S., R. 18 W., ON THE HIGHEST POINT OF A PROMINENT HILL, IN
 JG0960'A PASTURE OWNED (1922) BY GEORGE SCHWAB.  A STONE HOUSE STANDS ON
 JG0960'THE SUMMIT OF A PROMINENT HILL ABOUT 1 MILE TO THE NORTHWEST.
 JG0960'THE UNDERGROUND, STATION AND WITNESS MARKS ARE DESCRIBED.
 JG0960'THE FOLLOWING DISTANCES AND
 JG0960'DIRECTIONS ARE FROM THE STATION- NORTHWEST CORNER OF MR. SCHWABS
 JG0960'BARN, 120.7 METERS (396 FEET), S. 30 DEG E. (MAGNETIC), CENTER
 JG0960'OF DRILLED WELL, 172.15 METERS (564.8 FEET), S. 23 DEG E.
 JG0960'(MAGNETIC), NORTH AND SOUTH FENCE ON WEST SIDE OF
 JG0960'PASTURE, 163.1 METERS (535 FEET) WEST, CENTER OF ROAD ON
 JG0960'WEST LINE OF SECTION 8, 291.4 METERS (956 FEET) WEST.
 JG0960
 JG0960                          STATION RECOVERY (1934)
 JG0960
 JG0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0960'RECOVERED AS DESCRIBED.  THE REFERENCE MEASUREMENTS WERE
 JG0960'CHECKED.  THE OLD MARKS WERE FOUND IN GOOD CONDITION, EXCEPT THAT
 JG0960'THE UNDERGROUND MARK WAS FOUND TO BE A BOTTLE WITH A NAIL IN THE
 JG0960'CORK.  IT WAS RECOVERED LEANING IN THE HOLE AS IF IT HAD FALLEN
 JG0960'OVER WHEN THE HOLE WAS FILLED.  HAD IT BEEN UPRIGHT IT WOULD
 JG0960'HAVE PLUMBED WITH THE SURFACE MARK AS FOUND.  BOTH NEW MARKS
 JG0960'WERE SET IN THE POSITION OF THE OLD SURFACE MARK.  THE STATION
 JG0960'WAS COMPLETELY RE-MARKED, AND THREE NEW MARKS WERE
 JG0960'ESTABLISHED, AS DESCRIBED BELOW.
 JG0960'
 JG0960'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JG0960'BRONZE DISK SET IN CONCRETE.
 JG0960'
 JG0960'REFERENCE MARK NO. 1 IS 396.34 FEET SOUTHEAST OF THE STATION,
 JG0960'11 FEET WEST OF THE NORTHWEST CORNER OF BARN, IN EAST-AND-WEST
 JG0960'FENCE LINE.
 JG0960'
 JG0960'REFERENCE MARK NO. 2 IS 389.80 FEET SOUTH OF THE STATION, JUST
 JG0960'NORTH OF THE SAME FENCE AS REFERENCE MARK NO. 1.
 JG0960'
 JG0960'AZIMUTH MARK IS 0.7 MILE EAST-NORTHEAST OF THE STATION, 29
 JG0960'FEET SOUTH OF THE CENTER LINE OF DIRT ROAD, IN A FENCE CORNER,
 JG0960'AND 2 FEET WEST AND SOUTH FROM THE FENCES FORMING THE JUNCTION.
 JG0960'TO REACH THE MARK FROM THE ENTRANCE TO CHARLES SCHWABS PLACE,
 JG0960'GO NORTH 0.3 MILE, THENCE EAST 1.0 MILE TO THE TOP OF RISE.
 JG0960
 JG0960                          STATION RECOVERY (1934)
 JG0960
 JG0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0960'ORIGINAL DESCRIPTION IS GOOD.
 JG0960'
 JG0960'THIS STATION HAS BEEN OCCUPIED RECENTLY AND SURROUNDED WITH A
 JG0960'CIRCLE OF CONCRETE ABOUT 12 INCHES IN DIAMETER WHICH PROJECTS
 JG0960'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 JG0960'
 JG0960'REFERENCE MARK NO. 1, A STANDARD BRONZE REFERENCE DISK IN A
 JG0960'CIRCULAR BLOCK OF CONCRETE PROJECTING ABOUT 12 INCHES ABOVE THE
 JG0960'SURFACE, IS S. 28 DEG E., ABOUT 131 YARDS FROM THE STATION, AND
 JG0960'11-1/2 FEET WEST OF THE NORTHWEST CORNER OF THE BARN, IN AN
 JG0960'EAST-AND-WEST WIRE FENCE.
 JG0960
 JG0960                          STATION RECOVERY (1953)
 JG0960
 JG0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0960'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED
 JG0960'AND FOUND TO BE IN GOOD CONDITION.  DUE TO CULTURAL CHANGES
 JG0960'AT THE STATION SITE A COMPLETE NEW DESCRIPTION FOLLOWS.
 JG0960'A DIFFERENCE OF 08.3 SECONDS WAS FOUND IN THE AZIMUTH MARK
 JG0960'DIRECTION.
 JG0960'
 JG0960'THE STATION IS ABOUT 6 MILES NORTHWEST OF BISON, 6 MILES
 JG0960'SOUTHWEST OF LORETTA, 5 MILES SOUTHEAST OF LIEBENTHAL,5
 JG0960'MILES NORTH-NORTHEAST OF LA CROSSE, 500 FEET NORTH-NORTHWEST
 JG0960'OF A CEMENT SILO, 440 FEET NORTH OF A BARN, AND 4 FEET EAST
 JG0960'OF A 4 IN X 4 IN WITNESS POST.
 JG0960'
 JG0960'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183
 JG0960'AND STATE ROAD 4 IN THE NORTH EDGE OF LA CROSSE GO NORTH ON
 JG0960'U.S. HIGHWAY 183 FOR 3.0 MILES TO A CROSS ROAD, TURN RIGHT
 JG0960'AND GO EAST ON A GRAVELED ROAD FOR 2.0 MILES TO A CROSS
 JG0960'ROAD, TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.6 MILE
 JG0960'TO A DRIVEWAY AND MAILBOX ON THE RIGHT, TURN RIGHT AND GO
 JG0960'EAST ON THE DRIVEWAY FOR 0.2 MILE TO A GATE ON THE RIGHT,
 JG0960'GO THROUGH GATE AND CONTINUE EAST FOR 0.05 MILE TO A GATE ON
 JG0960'THE LEFT, GO THROUGH GATE AND GO NORTH AND NORTHWEST AROUND
 JG0960'THE EAST SIDE OF A FARM HOUSE FOR 0.15 MILE TO THE STATION
 JG0960'MARK AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THE
 JG0960'DRIVEWAY AND MAILBOX, GO NORTH ON THE GRAVELED ROAD FOR 0.3
 JG0960'MILE TO A CROSS ROAD, TURN RIGHT AND GO EAST FOR 0.9 MILE
 JG0960'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 JG0960'
 JG0960'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JG0960'LA CROSSE 1892 1934.
 JG0960'
 JG0960'REFERENCE MARK NO. 1 IS 45 FEET NORTHEAST OF THE NORTHEAST
 JG0960'CORNER OF THE BARN AND 9 FEET WEST OF A FENCE CORNER.  THE
 JG0960'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LA CROSSE
 JG0960'NO 1 1934.
 JG0960'
 JG0960'REFERENCE MARK NO. 2 IS 100 FEET NORTHWEST OF THE NORTHWEST
 JG0960'CORNER OF THE BARN AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 JG0960'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LA CROSSE
 JG0960'NO 2 1934.
 JG0960'
 JG0960'THE AZIMUTH MARK IS 33 FEET SOUTH OF A GRAVELED ROAD, 2
 JG0960'FEET SOUTHWEST OF A FENCE CORNER AND 2 FEET SOUTHWEST OF A 4 IN
 JG0960'X 4 IN WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JG0960'IS STAMPED LA CROSSE AZI 1934.
 JG0960'
 JG0960'HEIGHT OF LIGHT ABOVE MARK- 1 METER.
 JG0960
 JG0960                          STATION RECOVERY (1964)
 JG0960
 JG0960'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JG0960'THE TOP OF REFERENCE MARK 1 IS BROKEN OFF, BUT THE BASE
 JG0960'IS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1936 ***********************************************************************
 JE1936  DESIGNATION -  LA CYGNE
 JE1936  PID         -  JE1936
 JE1936  STATE/COUNTY-  KS/LINN
 JE1936  USGS QUAD   -  LA CYGNE (1978)
 JE1936
 JE1936                         *CURRENT SURVEY CONTROL
 JE1936  ___________________________________________________________________
 JE1936* NAD 83(1997)-  38 21 46.80222(N)    094 48 14.36824(W)     ADJUSTED  
 JE1936* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 JE1936  ___________________________________________________________________
 JE1936  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 JE1936  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JE1936
 JE1936  HORZ ORDER  -  SECOND
 JE1936
 JE1936.The horizontal coordinates were established by classical geodetic methods
 JE1936.and adjusted by the National Geodetic Survey in October 1998..
 JE1936
 JE1936.The orthometric height was scaled from a topographic map.
 JE1936
 JE1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1936
 JE1936.The geoid height was determined by GEOID03.
 JE1936
 JE1936;                    North         East     Units Scale Factor Converg.
 JE1936;SPC KS S     -   594,672.488   722,927.287   MT  0.99996606   +2 16 16.7
 JE1936;UTM  15      - 4,247,632.153   342,392.259   MT  0.99990592   -1 07 11.5
 JE1936
 JE1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1936!SPC KS S     -   0.99996200  x   0.99996606  =   0.99992806
 JE1936!UTM  15      -   0.99996200  x   0.99990592  =   0.99986792
 JE1936
 JE1936|---------------------------------------------------------------------|
 JE1936| PID    Reference Object                     Distance      Geod. Az  |
 JE1936|                                                           dddmmss.s |
 JE1936| CN6544 LA CYGNE RM 3                        52.160 METERS 03526     |
 JE1936| JE1917 JINGO                               APPROX.10.5 KM 0641252.9 |
 JE1936| CN6541 LA CYGNE AZ MK                                     0822632.8 |
 JE1936| CN6542 LA CYGNE RM 1                        19.907 METERS 08820     |
 JE1936| JE1934 LA CYGNE MUNICIPAL TANK             APPROX. 4.2 KM 1184206.2 |
 JE1936| CN6543 LA CYGNE RM 2                        22.433 METERS 35647     |
 JE1936|---------------------------------------------------------------------|
 JE1936
 JE1936                          SUPERSEDED SURVEY CONTROL
 JE1936
 JE1936  NAD 83(1986)-  38 21 46.80956(N)    094 48 14.36567(W) AD(       ) 2
 JE1936  NAD 27      -  38 21 46.73700(N)    094 48 13.54200(W) AD(       ) 2
 JE1936
 JE1936.Superseded values are not recommended for survey control.
 JE1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1936.See file dsdata.txt to determine how the superseded data were derived.
 JE1936
 JE1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC4239247632(NAD 83)
 JE1936_MARKER: DS = TRIANGULATION STATION DISK
 JE1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1936
 JE1936  HISTORY     - Date     Condition        Report By
 JE1936  HISTORY     - 1948     MONUMENTED       CGS
 JE1936  HISTORY     - 1970     GOOD             NGS
 JE1936
 JE1936                          STATION DESCRIPTION
 JE1936
 JE1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1936'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH-NORTHWEST OF
 JE1936'LA CYGNE ON THE SOUTH SIDE OF AN EAST-WEST SECTION LINE ROAD,
 JE1936'ABOUT 350 FEET SOUTH OF HIGHWAY LOADING RAMP OVER GRAVEL PIT ON
 JE1936'THE NORTH SIDE OF THE ROAD AND 0.1 MILE WEST OF THE LAWHEAD FARM
 JE1936'HOUSE.  IT IS 160 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD
 JE1936'AND 62 FEET WEST OF 4 FOOT BANK.  IT IS STAMPED LA CYGNE 1948
 JE1936'AND PROJECTS 4 INCHES.
 JE1936'
 JE1936'REFERENCE MARK NO. 1 IS EAST OF THE STATION, SET 3 FEET EAST
 JE1936'OF THE WEST EDGE OF THE 4 FOOT BANK.  IT IS STAMPED LA CYGNE
 JE1936'NO. 1 1948 AND PROJECTS 2 INCHES.
 JE1936'
 JE1936'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, 85 FEET SOUTH OF THE
 JE1936'CENTER OF THE EAST-WEST ROAD AND APPROXIMATELY THE SAME
 JE1936'ELEVATION AS THE STATION.  IT IS STAMPED LA CYGNE NO. 2 1948
 JE1936'AND PROJECTS 3 INCHES.
 JE1936'
 JE1936'THE AZIMUTH MARK IS ABOUT 0.55 MILE EAST-NORTHEAST OF THE
 JE1936'STATION, SET IN BEDROCK IN PASTURE, ABOUT 200 FEET NORTH OF THE
 JE1936'CENTER OF THE EAST-WEST ROAD, 117 FEET WEST OF NORTH-SOUTH
 JE1936'FENCE LINE AND 115 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JE1936'OF OLD BARN.  IT IS STAMPED LA CYGNE 1948 AND SET FLUSH WITH
 JE1936'THE ROCK SURFACE.  TO REACH FROM THE STATION, GO EAST ON SECTION
 JE1936'LINE ROAD FOR 0.55 MILE TO DRIVEWAY LEADING INTO FARM YARD ON
 JE1936'THE NORTH SIDE.  FROM THIS POINT MARK IS ABOUT 225 FEET
 JE1936'NORTHWEST SET IN BEDROCK ON SLOPE OF RIDGE AS DESCRIBED.
 JE1936'
 JE1936'TO REACH THE STATION FROM THE MAIN INTERSECTION IN LA CYGNE,
 JE1936'GO EAST FOR 1 BLOCK, TURN LEFT AND GO NORTH FOR 1.0 MILE TO
 JE1936'T-ROAD LEFT, TURN LEFT AND GO WEST FOR 2.5 MILES TO GRAVEL
 JE1936'PIT ON THE NORTH SIDE OF ROAD AND STATION ON THE SOUTH
 JE1936'SIDE AS DESCRIBED.
 JE1936'
 JE1936'AN 87 FOOT SIGNAL AT STATION JINGO IS VISIBLE AT 37 FEET.
 JE1936'
 JE1936'A 74 FOOT SIGNAL AT STATION LINCOLN IS VISIBLE AT 77 FEET.
 JE1936'
 JE1936'A 74 FOOT SIGNAL AT STATION MARIAS IS VISIBLE AT 37 FEET.
 JE1936'
 JE1936'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1936
 JE1936                          STATION RECOVERY (1970)
 JE1936
 JE1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1936'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 JE1936'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 JE1936'WAS DESTROYED WHEN GRAVEL WAS REMOVED AT THE SITE OF THE MARK.
 JE1936'THE AZIMUTH MARK WAS NEVER VISIBLE FROM THE GROUND AT THE
 JE1936'STATION SITE AND WOULD TAKE ABOUT A 30 FOOT TRIPOD AT THE STATION
 JE1936'TO MAKE IT VISIBLE.  THE OLD HIGHWAY LOADING RAMP MENTIONED
 JE1936'IN THE ORIGINAL DESCRIPTION NO LONGER REMAINS.  THE DISTANCE TO
 JE1936'REFERENCE MARK NO. 2 CHECKED.
 JE1936'
 JE1936'REFERENCE MARK NO. 3 WAS SET.
 JE1936'
 JE1936'FOLLOWING IS A NEW DESCRIPTION.
 JE1936'
 JE1936'TO REACH THE STATION FROM THE MAIN INTERSECTION IN LA CYGNE, GO
 JE1936'EAST ON STATE HIGHWAY 133 FOR 0.1 MILE TO A SIDE ROAD LEFT
 JE1936'AT A MOBIL SERVICE STATION.  TURN LEFT AND GO NORTH ON A
 JE1936'SURFACED ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 JE1936'AND GO WEST ON A GRAVELED ROAD FOR 2.15 MILES TO A DRIVEWAY
 JE1936'LEADING TO AN OLD HOUSE AND THE AZIMUTH MARK ON THE RIGHT.
 JE1936'CONTINUE WEST ON THE GRAVELED ROAD FOR 0.55 MILE TO THE STATION
 JE1936'ON THE LEFT AND LANE BETWEEN FENCES ON THE RIGHT.
 JE1936'
 JE1936'STATION MARK, A STANDARD DISK STAMPED LA CYGNE 1948, IS SET
 JE1936'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 JE1936'IT IS ABOUT 100 FEET NORTH OF THE HIGHEST POINT OF THE HILL AND
 JE1936'ABOUT 15 FEET LOWER IN ELEVATION, 164 FEET SOUTH OF THE CENTER OF
 JE1936'AN EAST-WEST GRAVELED ROAD, 143 FEET SOUTH OF A POWERLINE POLE
 JE1936'WITH A GUY, 141 FEET SOUTH OF A FENCE, AND 1 FOOT SOUTH OF A
 JE1936'METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JE1936'
 JE1936'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LA CYGNE NO. 2
 JE1936'1948, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JE1936'PROJECTS 4 INCHES.  IT IS 84.5 FEET SOUTH OF THE CENTER OF
 JE1936'THE ROAD AND 64.5 FEET SOUTH OF THE FENCE.
 JE1936'
 JE1936'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LA CYGNE 1948
 JE1936'NO. 3 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 JE1936'PROJECTS 3 INCHES.  IT IS 64 FEET EAST OF THE POWERLINE
 JE1936'POLE, 22 FEET SOUTH OF THE CENTER OF THE ROAD, AND 1 FOOT
 JE1936'NORTH OF A FENCE.
 JE1936'
 JE1936'AZIMUTH MARK, A STANDARD DISK STAMPED LA CYGNE 1948, IS
 JE1936'CEMENTED IN A DRILL HOLE IN BEDROCK IN A PASTURE.  IT IS 200
 JE1936'FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD, 117 FEET WEST
 JE1936'OF A FENCE, AND 115 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JE1936'OF A BARN.
 JE1936'
 JE1936'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3
 JE1936'MILES NNW OF LA CYGNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1934 ***********************************************************************
 JE1934  DESIGNATION -  LA CYGNE MUNICIPAL TANK
 JE1934  PID         -  JE1934
 JE1934  STATE/COUNTY-  KS/LINN
 JE1934  USGS QUAD   -  LA CYGNE (1978)
 JE1934
 JE1934                         *CURRENT SURVEY CONTROL
 JE1934  ___________________________________________________________________
 JE1934* NAD 83(1997)-  38 20 41.46097(N)    094 45 42.89676(W)     ADJUSTED  
 JE1934* NAVD 88     -                                                        
 JE1934  ___________________________________________________________________
 JE1934  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 JE1934  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JE1934
 JE1934  HORZ ORDER  -  THIRD
 JE1934
 JE1934.The horizontal coordinates were established by classical geodetic methods
 JE1934.and adjusted by the National Geodetic Survey in October 1998..
 JE1934
 JE1934
 JE1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1934
 JE1934.The geoid height was determined by GEOID03.
 JE1934
 JE1934;                    North         East     Units Scale Factor Converg.
 JE1934;SPC KS S     -   592,805.992   726,682.290   MT  0.99996365   +2 17 49.8
 JE1934;UTM  15      - 4,245,546.968   346,030.052   MT  0.99989196   -1 05 35.9
 JE1934
 JE1934                          SUPERSEDED SURVEY CONTROL
 JE1934
 JE1934  NAD 83(1986)-  38 20 41.46858(N)    094 45 42.89448(W) AD(       ) 4
 JE1934  NAD 27      -  38 20 41.39000(N)    094 45 42.05800(W) AD(       ) 3
 JE1934
 JE1934.Superseded values are not recommended for survey control.
 JE1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1934.See file dsdata.txt to determine how the superseded data were derived.
 JE1934
 JE1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC4603045547(NAD 83)
 JE1934_MARKER: 53 = ELEVATED TANK
 JE1934
 JE1934  HISTORY     - Date     Condition        Report By
 JE1934  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1934
 JE1934                          STATION DESCRIPTION
 JE1934
 JE1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1934'LOCATED IN THE SOUTH CENTER SECTION OF TOWN, 1/2 BLOCK SOUTH OF
 JE1934'STATE HIGHWAY 35, 1-1/2 BLOCKS EAST OF THE FRISCO RAILROAD TRACKS
 JE1934'AND 1/2 BLOCK EAST OF THE SOUTH END OF THE BUSINESS DISTRICT.
 JE1934'
 JE1934'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED BLACK AND THE HEIGHT IS
 JE1934'ABOUT 125 FEET.  THE POINT OBSERVED UPON WAS THE SMALL BALL AT
 JE1934'THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0704 ***********************************************************************
 HE0704  DESIGNATION -  LA HARPE
 HE0704  PID         -  HE0704
 HE0704  STATE/COUNTY-  KS/ALLEN
 HE0704  USGS QUAD   -  LA HARPE (1984)
 HE0704
 HE0704                         *CURRENT SURVEY CONTROL
 HE0704  ___________________________________________________________________
 HE0704* NAD 83(1997)-  37 55 18.16561(N)    095 17 07.66477(W)     ADJUSTED  
 HE0704* NAVD 88     -       321.     (meters)    1053.     (feet)  SCALED    
 HE0704  ___________________________________________________________________
 HE0704  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 HE0704  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HE0704
 HE0704  HORZ ORDER  -  SECOND
 HE0704
 HE0704.The horizontal coordinates were established by classical geodetic methods
 HE0704.and adjusted by the National Geodetic Survey in October 1998..
 HE0704
 HE0704.The orthometric height was scaled from a topographic map.
 HE0704
 HE0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0704
 HE0704.The geoid height was determined by GEOID03.
 HE0704
 HE0704;                    North         East     Units Scale Factor Converg.
 HE0704;SPC KS S     -   544,162.601   682,566.530   MT  0.99993592   +1 58 31.5
 HE0704;UTM  15      - 4,199,592.013   299,116.221   MT  1.00009705   -1 24 18.3
 HE0704
 HE0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0704!SPC KS S     -   0.99995451  x   0.99993592  =   0.99989043
 HE0704!UTM  15      -   0.99995451  x   1.00009705  =   1.00005155
 HE0704
 HE0704:                Primary Azimuth Mark                     Grid Az
 HE0704:SPC KS S     -  LA HARPE AZ MK RESET                     025 46 20.1
 HE0704:UTM  15      -  LA HARPE AZ MK RESET                     029 09 09.9
 HE0704
 HE0704|---------------------------------------------------------------------|
 HE0704| PID    Reference Object                     Distance      Geod. Az  |
 HE0704|                                                           dddmmss.s |
 HE0704| CL4686 LA HARPE AZ MK RESET                               0274451.6 |
 HE0704| CL4687 LA HARPE RM 1                        27.369 METERS 05326     |
 HE0704| CL4685 LA HARPE AZ MK                                     0892610.1 |
 HE0704| CL4691 LA HARPE RM 5                        14.947 METERS 09200     |
 HE0704| HE0673 MORAN MUNICIPAL STANDPIPE           APPROX.10.5 KM 0921632.7 |
 HE0704| CL4689 LA HARPE RM 3                        15.020 METERS 09449     |
 HE0704| HE0703 LA HARPE MUNICIPAL TANK             APPROX. 1.4 KM 2344041.1 |
 HE0704| CL4690 LA HARPE RM 4                        13.439 METERS 26724     |
 HE0704| CL4688 LA HARPE RM 2                        19.621 METERS 32333     |
 HE0704|---------------------------------------------------------------------|
 HE0704
 HE0704                          SUPERSEDED SURVEY CONTROL
 HE0704
 HE0704  NAD 83(1997)-  37 55 18.17127(N)    095 17 07.66416(W) AD(       ) 2
 HE0704  NAD 83(1986)-  37 55 18.17107(N)    095 17 07.65717(W) AD(       ) 2
 HE0704  NAD 27      -  37 55 18.03600(N)    095 17 06.73800(W) AD(       ) 2
 HE0704
 HE0704.Superseded values are not recommended for survey control.
 HE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0704.See file dsdata.txt to determine how the superseded data were derived.
 HE0704
 HE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9911699592(NAD 83)
 HE0704_MARKER: DS = TRIANGULATION STATION DISK
 HE0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0704
 HE0704  HISTORY     - Date     Condition        Report By
 HE0704  HISTORY     - 1948     MONUMENTED       CGS
 HE0704  HISTORY     - 1966     GOOD             CGS
 HE0704  HISTORY     - 1973     GOOD             KSHC
 HE0704  HISTORY     - 1973     GOOD             NGS
 HE0704
 HE0704                          STATION DESCRIPTION
 HE0704
 HE0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0704'THE STATION IS LOCATED ABOUT 6 MILES EAST OF IOLA AND 0.8 MILE
 HE0704'EAST OF LA HARPE, IN THE FARM YARD OF THE FLOYD NEPTUNE
 HE0704'FARM.  IT IS IN THE NORTHEAST SECTION OF THE FARM YARD ABOUT
 HE0704'100 FEET NORTHWEST OF THE HOUSE, 55 FEET SOUTH OF AN EAST-WEST
 HE0704'FENCE LINE, 11.5 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 HE0704'78 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 54.  IT IS STAMPED
 HE0704'LA HARPE 1948 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 HE0704'
 HE0704'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE FARM YARD,
 HE0704'26 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 54, 42 FEET EAST
 HE0704'OF THE CENTER OF THE DRIVEWAY LEADING TO THE HOUSE AND 29
 HE0704'FEET WEST OF A TELEPHONE POLE.  IT IS STAMPED LA HARPE NO
 HE0704'1 1948 AND IS FLUSH WITH SURFACE OF THE GROUND.
 HE0704'
 HE0704'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF A PASTURE, 60
 HE0704'FEET WEST OF A FENCE CORNER, 28 FEET SOUTH OF THE CENTER
 HE0704'OF U.S. HIGHWAY 54 AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 HE0704'LINE.  IT IS STAMPED LA HARPE NO 2 1948 AND IS FLUSH WITH
 HE0704'THE SURFACE OF THE GROUND.
 HE0704'
 HE0704'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 14 FEET NORTH
 HE0704'OF THE CENTER OF U.S. HIGHWAY 54 AND 1 FOOT WEST A GUARD POST.
 HE0704'IT IS SET IN A DRILL HOLE AT THE EAST END OF THE NORTH
 HE0704'HEADWALL OF A CONCRETE CULVERT.  IT IS STAMPED LA HARPE 1948.
 HE0704'
 HE0704'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HE0704'U.S. HIGHWAY 54 AT THE NORTH EDGE OF LA HARPE, GO EAST ON
 HE0704'U.S. HIGHWAY 54 FOR 0.8 MILE TO THE FARM HOUSE AND THE STATION
 HE0704'ON THE RIGHT.
 HE0704'
 HE0704'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 HE0704'HIGHWAY 54 FOR 0.9 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 HE0704'
 HE0704'A 74 FOOT SIGNAL AT STATION LONE ELM IS VISIBLE AT 35 FEET.
 HE0704'
 HE0704'AN 87 FOOT SIGNAL AT STATION MORAN IS VISIBLE AT 35 FEET.
 HE0704'
 HE0704'A 74 FOOT SIGNAL AT STATION ELSMORE IS VISIBLE AT 35 FEET.
 HE0704'
 HE0704'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HE0704
 HE0704                          STATION RECOVERY (1966)
 HE0704
 HE0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 HE0704'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 HE0704'CONDITION.  A REPORT WAS RECIEVED THAT THE REFERENCE MARKS
 HE0704'AND THE AZIMUTH MARK WERE IN THE WAY OF HIGHWAY CONSTRUCTION.
 HE0704'THESE MARKS WERE MOVED.
 HE0704'
 HE0704'TO REACH FROM LA HARPE, FROM THE MAIN INTERSECTION AT THE
 HE0704'NORTH EDGE OF TOWN, GO EAST ON U.S. HIGHWAY 54 FOR 0.7 MILE
 HE0704'TO THE STATION OR RIGHT AS DESCRIBED.
 HE0704'
 HE0704'THE STATION MARK IS AT AN OLD BUILDING SITE, 81 FEET SOUTH
 HE0704'OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT EAST OF A METAL
 HE0704'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HE0704'LA HARPE 1948.
 HE0704'
 HE0704'R.M. NO. 3 IS 84 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 HE0704'THE MARK IS FLUSH AND THE DISK IS STAMPED LA HARPE NO 3 1948.
 HE0704'
 HE0704'R.M. NO. 4 IS 84 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 HE0704'THE MARK IS FLUSH AND THE DISK IS STAMPED LA HARPE NO 4 1948.
 HE0704'
 HE0704'THE AZIMUTH MARK IS AT THE HALF-SECTION LINE, 39 FEET EAST OF
 HE0704'THE CENTERLINE OF A SURFACED ROAD, 1.5 FEET WEST OF A FENCE
 HE0704'CORNER AND 1.5 FEET NORTHWEST OF A METAL WITNESS POST.  THE MARK
 HE0704'PROJECTS 3 INCHES AND THE DISK IS STAMPED LA HARPE 1948 RESET
 HE0704'1966.
 HE0704'
 HE0704'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.15
 HE0704'MILE TO CROSSROADS, TURN LEFT AND GO NORTH FOR 0.5 MILE TO THE
 HE0704'MARK ON THE RIGHT AS DESCRIBED.  THE ORIGINAL AZIMUTH MARK
 HE0704'WAS NOT VISIBLE FROM THE GROUND AT THE STATION.
 HE0704'
 HE0704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.8 MILE EAST
 HE0704'LA HARPE.
 HE0704
 HE0704                          STATION RECOVERY (1973)
 HE0704
 HE0704'RECOVERY NOTE BY KS HIGHWAY COMM 1973 (JHB)
 HE0704'LA HARPE 1948 RECOVERED IN GOOD CONDITION.
 HE0704'
 HE0704'AZIMUTH MARK LA HARPE 1948-RESET 1966-RECOVERED IN GOOD CONDITION.
 HE0704'
 HE0704'RM NO 4 RECOVERED IN GOOD CONDITION.
 HE0704'
 HE0704'RM NO 3 FOUND DESTROYED (FOUND LAYING LOOSE.)
 HE0704'
 HE0704'ALL DESCRIPTIONS GOOD.  DISTANCE TO RM NO 4 VERIFIED.
 HE0704'
 HE0704'RM NO 3 WAS DESTROYED AND LAYING ON SIDE FLUSH WITH GROUND.
 HE0704'
 HE0704'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST OF IOLA.
 HE0704
 HE0704                          STATION RECOVERY (1973)
 HE0704
 HE0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HE0704'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK 1966 WERE
 HE0704'RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  REFERENCE
 HE0704'MARK 3 WAS FOUND DESTROYED.  REFERENCE MARK 5 WAS ESTABLISHED THIS
 HE0704'DATE.  THE 1966 ROUTE TO REACH THE STATION AND THE AZIMUTH MARK IS
 HE0704'ADEQUATE.  FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK 5 AND
 HE0704'ADDITIONAL NOTES FOR REFERENCE MARK 4.
 HE0704'
 HE0704'REFERENCE MARK 5 IS A STANDARD DISK STAMPED LA HARPE 1948 NO 5
 HE0704'1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH AN
 HE0704'8 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE
 HE0704'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 84 FEET SOUTH OF THE
 HE0704'CENTER OF US HIGHWAY 54, 43.9 FEET WEST OF A TELEPHONE POLE, 19
 HE0704'FEET EAST OF THE CENTER OF AN APPROACH AND 1 FOOT WEST OF A
 HE0704'METAL WITNESS POST.
 HE0704'
 HE0704'REFERENCE MARK 4 IS 11 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE
 HE0704'AND 1 FOOT NORTH OF A CONCRETE RIGHT-OF-WAY MARKER.
 HE0704'
 HE0704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES EAST OF
 HE0704'IOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0703 ***********************************************************************
 HE0703  DESIGNATION -  LA HARPE MUNICIPAL TANK
 HE0703  PID         -  HE0703
 HE0703  STATE/COUNTY-  KS/ALLEN
 HE0703  USGS QUAD   -  LA HARPE (1984)
 HE0703
 HE0703                         *CURRENT SURVEY CONTROL
 HE0703  ___________________________________________________________________
 HE0703* NAD 83(1997)-  37 54 51.91724(N)    095 17 54.41610(W)     ADJUSTED  
 HE0703* NAVD 88     -                                                        
 HE0703  ___________________________________________________________________
 HE0703  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 HE0703  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 HE0703
 HE0703  HORZ ORDER  -  THIRD
 HE0703
 HE0703.The horizontal coordinates were established by classical geodetic methods
 HE0703.and adjusted by the National Geodetic Survey in October 1998..
 HE0703
 HE0703
 HE0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0703
 HE0703.The geoid height was determined by GEOID03.
 HE0703
 HE0703;                    North         East     Units Scale Factor Converg.
 HE0703;SPC KS S     -   543,314.564   681,453.216   MT  0.99993592   +1 58 02.8
 HE0703;UTM  15      - 4,198,810.970   297,954.648   MT  1.00010281   -1 24 46.2
 HE0703
 HE0703                          SUPERSEDED SURVEY CONTROL
 HE0703
 HE0703  NAD 83(1997)-  37 54 51.92279(N)    095 17 54.41556(W) AD(       ) 4
 HE0703  NAD 83(1986)-  37 54 51.92271(N)    095 17 54.40824(W) AD(       ) 4
 HE0703  NAD 27      -  37 54 51.79000(N)    095 17 53.48300(W) AD(       ) 3
 HE0703
 HE0703.Superseded values are not recommended for survey control.
 HE0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0703.See file dsdata.txt to determine how the superseded data were derived.
 HE0703
 HE0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9795598811(NAD 83)
 HE0703_MARKER: 53 = ELEVATED TANK
 HE0703
 HE0703  HISTORY     - Date     Condition        Report By
 HE0703  HISTORY     - 1948     FIRST OBSERVED   CGS
 HE0703  HISTORY     - 20050804 GOOD             GEOCAC
 HE0703
 HE0703                          STATION DESCRIPTION
 HE0703
 HE0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0703'LOCATED IN THE CENTER SECTION OF TOWN, 200 FEET EAST OF THE
 HE0703'MAIN STREET AND 114 FEET SOUTH OF THE RAILROAD TRACKS.
 HE0703'
 HE0703'IT IS A 4-LEGGED STEEL STRUCTURE SUPPORTING AN ELONGATED TANK,
 HE0703'PAINTED SILVER AND IS ABOUT 125 FEET HIGH.
 HE0703'
 HE0703'THE POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
 HE0703
 HE0703                          STATION RECOVERY (2005)
 HE0703
 HE0703'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE0703'THE TANK IS PAINTED GREEN WITH A WHITE ROOF, WITH LA HARPE IN WHITE
 HE0703'LETTERS ON THE NORTH SIDE.
 HE0703' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0787 ***********************************************************************
 HE0787  DESIGNATION -  LABETTE
 HE0787  PID         -  HE0787
 HE0787  STATE/COUNTY-  KS/LABETTE
 HE0787  USGS QUAD   -  PARSONS WEST (1973)
 HE0787
 HE0787                         *CURRENT SURVEY CONTROL
 HE0787  ___________________________________________________________________
 HE0787* NAD 83(1997)-  37 15 20.92088(N)    095 16 02.24458(W)     ADJUSTED  
 HE0787* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 HE0787  ___________________________________________________________________
 HE0787  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HE0787  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 HE0787
 HE0787  HORZ ORDER  -  SECOND
 HE0787
 HE0787.The horizontal coordinates were established by classical geodetic methods
 HE0787.and adjusted by the National Geodetic Survey in October 1998..
 HE0787
 HE0787.The orthometric height was scaled from a topographic map.
 HE0787
 HE0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0787
 HE0787.The geoid height was determined by GEOID03.
 HE0787
 HE0787;                    North         East     Units Scale Factor Converg.
 HE0787;SPC KS S     -   470,357.833   686,725.225   MT  1.00000215   +1 59 11.7
 HE0787;UTM  15      - 4,125,660.084   298,929.124   MT  1.00009805   -1 22 22.9
 HE0787
 HE0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0787!SPC KS S     -   0.99996045  x   1.00000215  =   0.99996260
 HE0787!UTM  15      -   0.99996045  x   1.00009805  =   1.00005850
 HE0787
 HE0787:                Primary Azimuth Mark                     Grid Az
 HE0787:SPC KS S     -  LABETTE AZ MK                            001 36 12.9
 HE0787:UTM  15      -  LABETTE AZ MK                            004 57 47.5
 HE0787
 HE0787|---------------------------------------------------------------------|
 HE0787| PID    Reference Object                     Distance      Geod. Az  |
 HE0787|                                                           dddmmss.s |
 HE0787| CL4695 LABETTE AZ MK                                      0033524.6 |
 HE0787| CL4697 LABETTE RM 2                         35.153 METERS 08746     |
 HE0787| CL4696 LABETTE RM 1                         25.320 METERS 35659     |
 HE0787|---------------------------------------------------------------------|
 HE0787
 HE0787                          SUPERSEDED SURVEY CONTROL
 HE0787
 HE0787  NAD 83(1997)-  37 15 20.92513(N)    095 16 02.24464(W) AD(       ) 2
 HE0787  NAD 83(1986)-  37 15 20.93441(N)    095 16 02.23206(W) AD(       ) 2
 HE0787  NAD 27      -  37 15 20.70352(N)    095 16 01.33930(W) AD(       ) 2
 HE0787
 HE0787.Superseded values are not recommended for survey control.
 HE0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0787.See file dsdata.txt to determine how the superseded data were derived.
 HE0787
 HE0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9892925660(NAD 83)
 HE0787_MARKER: DS = TRIANGULATION STATION DISK
 HE0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0787_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0787
 HE0787  HISTORY     - Date     Condition        Report By
 HE0787  HISTORY     - 1965     MONUMENTED       CGS
 HE0787
 HE0787                          STATION DESCRIPTION
 HE0787
 HE0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0787'THE STATION IS ABOUT 6 MILES SOUTH OF PARSONS, NEAR THE EAST
 HE0787'BOUNDARY OF A GARDEN PLOT OWNED BY JOHN GEARHISER AND ON THE
 HE0787'WEST SIDE OF U.S. HIGHWAY 59.
 HE0787'
 HE0787'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND
 HE0787'160 IN PARSONS, GO SOUTH ON HIGHWAY 59 FOR 5.75 MILES TO
 HE0787'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY FOR
 HE0787'0.3 MILE TO THE STATION ON THE RIGHT.
 HE0787'
 HE0787'THE STATION MARK IS A STANDARD DISK, STAMPED LABETTE 1964, SET
 HE0787'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER.
 HE0787'IT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 127.5 FEET
 HE0787'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE GEARHISER
 HE0787'RESIDENCE, 69.3 FEET SOUTH OF A TELEPHONE LINE POLE, 56.2
 HE0787'FEET WEST OF THE CENTERLINE OF HIGHWAY 59, 54.5 FEET SOUTH
 HE0787'OF A CONCRETE RIGHT-OF-WAY MARKER, AND 55.0 FEET SOUTH OF A
 HE0787'FENCE CORNER POST.
 HE0787'
 HE0787'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LABETTE NO 1 1964,
 HE0787'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2
 HE0787'INCHES ABOVE THE GROUND SURFACE.  IT IS 59.7 FEET WEST OF THE
 HE0787'CENTERLINE OF THE HIGHWAY, 28.4 FEET NORTH OF THE FENCE CORNER
 HE0787'POST, 13.0 FEET NORTH-NORTHWEST OF THE TELEPHONE LINE POLE,
 HE0787'1.0 FEET EAST OF A FENCE AND AT ABOUT THE SAME ELEVATION AS
 HE0787'THE STATION.
 HE0787'
 HE0787'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LABETTE NO 2 1964,
 HE0787'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HE0787'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 64.9 FEET SOUTH OF
 HE0787'THE CENTERLINE OF A DRIVEWAY, 59.4 FEET EAST OF THE CENTERLINE
 HE0787'OF THE HIGHWAY, 37.2 FEET SOUTH OF A FENCE CORNER POST, 1.3
 HE0787'FEET WEST OF A FENCE AND AT ABOUT THE SAME ELEVATION AS THE
 HE0787'STATION.
 HE0787'
 HE0787'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LABETTE 1964, SET
 HE0787'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 INCHES
 HE0787'ABOVE THE GROUND SURFACE.  IT IS 60.9 FEET EAST OF THE CENTERLINE
 HE0787'OF THE HIGHWAY, 1.4 FEET SOUTH OF A POWERLINE POLE AND 1.4 FEET
 HE0787'NORTHEAST OF A WITNESS POST.
 HE0787'
 HE0787'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0629 ***********************************************************************
 JH0629  DESIGNATION -  LADD
 JH0629  PID         -  JH0629
 JH0629  STATE/COUNTY-  KS/GREELEY
 JH0629  USGS QUAD   -  MIDDLE LADDER CREEK WEST (1968)
 JH0629
 JH0629                         *CURRENT SURVEY CONTROL
 JH0629  ___________________________________________________________________
 JH0629* NAD 83(1997)-  38 40 25.48883(N)    101 45 07.09252(W)     ADJUSTED  
 JH0629* NAVD 88     -      1122.     (meters)    3681.     (feet)  SCALED    
 JH0629  ___________________________________________________________________
 JH0629  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 JH0629  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 JH0629
 JH0629  HORZ ORDER  -  SECOND
 JH0629
 JH0629.The horizontal coordinates were established by classical geodetic methods
 JH0629.and adjusted by the National Geodetic Survey in October 1998..
 JH0629
 JH0629.The orthometric height was scaled from a topographic map.
 JH0629
 JH0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0629
 JH0629.The geoid height was determined by GEOID03.
 JH0629
 JH0629;                    North         East     Units Scale Factor Converg.
 JH0629;SPC KS S     -   627,700.415   117,055.299   MT  1.00002293   -1 59 54.3
 JH0629;SPC KS N     -    44,552.706    73,584.063   MT  1.00000720   -2 22 26.1
 JH0629;UTM  14      - 4,284,167.270   260,591.244   MT  1.00030588   -1 43 13.7
 JH0629
 JH0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0629!SPC KS S     -   0.99982766  x   1.00002293  =   0.99985059
 JH0629!SPC KS N     -   0.99982766  x   1.00000720  =   0.99983486
 JH0629!UTM  14      -   0.99982766  x   1.00030588  =   1.00013349
 JH0629
 JH0629|---------------------------------------------------------------------|
 JH0629| PID    Reference Object                     Distance      Geod. Az  |
 JH0629|                                                           dddmmss.s |
 JH0629| CM8908 LADD RM 1                            53.904 METERS 00038     |
 JH0629| CM8909 LADD RM 2                            29.327 METERS 26534     |
 JH0629| CM8907 LADD AZ MK                                         3583857.4 |
 JH0629|---------------------------------------------------------------------|
 JH0629
 JH0629                          SUPERSEDED SURVEY CONTROL
 JH0629
 JH0629  NAD 83(1986)-  38 40 25.48872(N)    101 45 07.09187(W) AD(       ) 2
 JH0629  NAD 27      -  38 40 25.44157(N)    101 45 05.47610(W) AD(       ) 2
 JH0629
 JH0629.Superseded values are not recommended for survey control.
 JH0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0629.See file dsdata.txt to determine how the superseded data were derived.
 JH0629
 JH0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH6059184167(NAD 83)
 JH0629_MARKER: DD = SURVEY DISK
 JH0629_SETTING: 0 = UNSPECIFIED SETTING
 JH0629
 JH0629  HISTORY     - Date     Condition        Report By
 JH0629  HISTORY     - 1967     MONUMENTED       USGS
 JH0629  HISTORY     - 1972     GOOD             DMA
 JH0629
 JH0629                          STATION DESCRIPTION
 JH0629
 JH0629'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RRB)
 JH0629'STATION IS LOCATED ABOUT 14.2 MI N. OF TRIBUNE.  T. 16 S.,
 JH0629'R. 40 W., NEAR THE S. SIXTEENTH COR. BETWEEN SECS. 8 AND 9.
 JH0629'
 JH0629'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS.
 JH0629'96 AND 27 NEAR TRIBUNE, GO N. ON STATE HWY. 27, 14.2 MI TO
 JH0629'THE CREST OF A HILL AND THE STATION IS ON THE RIGHT.
 JH0629'
 JH0629'STATION MARK IS 304 FT N. AND 46 FT E. OF CENTER OF HWY. AT
 JH0629'FENCE LINE W., 1.5 FT W. OF USGS WITNESS POST.  STAMPED ET
 JH0629'LADD 1967.
 JH0629'
 JH0629'REFERENCE MARK NO. 1 IS N. OF STATION, 481 FT N. AND 48 FT
 JH0629'E. OF CENTER OF HWY. AT FENCE LINE W.  STAMPED LADD NO.
 JH0629'1 1967.
 JH0629'
 JH0629'REFERENCE MARK NO. 2 IS W. OF STATION, 304 FT N. AND 50 FT W.
 JH0629'OF CENTER OF HWY. AT FENCE LINE W.  STAMPED LADD NO. 2 1967.
 JH0629'
 JH0629'AZIMUTH MARK IS LOCATED ABOUT 1.0 MI N. OF STATION.  LADD
 JH0629'AZIMUTH MARK 1967, 60 FT W. OF CENTER OF HWY., 25 FT E. OF
 JH0629'W. RIGHT-OF-WAY FENCE, 29 FT S. OF FENCE JOG, 2 FT S. OF
 JH0629'RIGHT-OF-WAY POST.
 JH0629'
 JH0629'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JH0629'AND AZIMUTH MARK ARE FLUSH WITH THE GROUND, STANDARD TABLETS
 JH0629'CRIMPED ON 1/2 IN. COPPER COATED STEEL RODS CENTERED IN 6 IN.
 JH0629'DIAMETER TILES 12 IN. LONG FILLED WITH GRAVEL TO WITHIN ONE IN.
 JH0629'OF CAP.
 JH0629
 JH0629                          STATION RECOVERY (1972)
 JH0629
 JH0629'RECOVERY NOTE BY DEFENSE MAP AGENCY 1972
 JH0629'STATION, AZIMUTH MARK, AND BOTH R.M.S WERE RECOVERED IN GOOD
 JH0629'CONDITION.  ADDITIONAL MEASUREMENTS FOLLOW--STATION IS
 JH0629'20 FEET WEST OF NORTH-SOUTH ACCESS ROAD TO AN IRRIGATION
 JH0629'PUMP, AND 96 FEET SOUTH-SOUTHWEST OF THE IRRIGATION PUMP.
 JH0629'
 JH0629'THE 1967 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0621 ***********************************************************************
 JH0621  DESIGNATION -  LADDER
 JH0621  PID         -  JH0621
 JH0621  STATE/COUNTY-  KS/WICHITA
 JH0621  USGS QUAD   -  ST. THERESA CHURCH (1970)
 JH0621
 JH0621                         *CURRENT SURVEY CONTROL
 JH0621  ___________________________________________________________________
 JH0621* NAD 83(1997)-  38 37 08.12073(N)    101 30 49.02929(W)     ADJUSTED  
 JH0621* NAVD 88     -      1046.86   (+/-2cm)    3434.6    (feet)  VERTCON   
 JH0621  ___________________________________________________________________
 JH0621  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JH0621  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 JH0621
 JH0621  HORZ ORDER  -  SECOND
 JH0621  VERT ORDER  -  THIRD ? (See Below)
 JH0621
 JH0621.The horizontal coordinates were established by classical geodetic methods
 JH0621.and adjusted by the National Geodetic Survey in October 1998..
 JH0621
 JH0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0621.The vertical order pertains to the NGVD 29 superseded value.
 JH0621
 JH0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0621
 JH0621.The geoid height was determined by GEOID03.
 JH0621
 JH0621;                    North         East     Units Scale Factor Converg.
 JH0621;SPC KS S     -   620,920.662   137,589.341   MT  1.00001075   -1 51 07.0
 JH0621;SPC KS N     -    37,639.333    94,073.399   MT  1.00001721   -2 13 23.2
 JH0621;UTM  14      - 4,277,486.498   281,162.937   MT  1.00018978   -1 34 10.1
 JH0621
 JH0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0621!SPC KS S     -   0.99983957  x   1.00001075  =   0.99985032
 JH0621!SPC KS N     -   0.99983957  x   1.00001721  =   0.99985678
 JH0621!UTM  14      -   0.99983957  x   1.00018978  =   1.00002932
 JH0621
 JH0621:                Primary Azimuth Mark                     Grid Az
 JH0621:SPC KS S     -  PRESBYTERIAN CHURCH                      100 05 02.3
 JH0621:SPC KS N     -  PRESBYTERIAN CHURCH                      100 27 18.5
 JH0621:UTM  14      -  PRESBYTERIAN CHURCH                      099 48 05.4
 JH0621
 JH0621|---------------------------------------------------------------------|
 JH0621| PID    Reference Object                     Distance      Geod. Az  |
 JH0621|                                                           dddmmss.s |
 JH0621| CM9797 PRESBYTERIAN CHURCH                                0981355.3 |
 JH0621| CM8914 LADDER RM 1                          28.075 METERS 18033     |
 JH0621| JH0623 9 DDB                                10.749 METERS 28311     |
 JH0621|---------------------------------------------------------------------|
 JH0621
 JH0621                          SUPERSEDED SURVEY CONTROL
 JH0621
 JH0621  NAD 83(1986)-  38 37 08.12090(N)    101 30 49.02924(W) AD(       ) 2
 JH0621  NAD 27      -  38 37 08.06618(N)    101 30 47.43417(W) AD(       ) 2
 JH0621  NGVD 29 (07/19/86) 1046.45   (m)         3433.2    (f) LEVELING    3  
 JH0621
 JH0621.Superseded values are not recommended for survey control.
 JH0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0621.See file dsdata.txt to determine how the superseded data were derived.
 JH0621
 JH0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH8116377486(NAD 83)
 JH0621_MARKER: DD = SURVEY DISK
 JH0621_SETTING: 0 = UNSPECIFIED SETTING
 JH0621
 JH0621  HISTORY     - Date     Condition        Report By
 JH0621  HISTORY     - 1967     MONUMENTED       USGS
 JH0621
 JH0621                          STATION DESCRIPTION
 JH0621
 JH0621'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0621'THE STATION IS LOCATED ABOUT 9.5 MI N. AND 8.5 MI W. OF LEOTI,
 JH0621'T. 16 S., R. 38 W., NEAR THE QUARTER COR. BETWEEN SECS. 33 AND 34.
 JH0621'
 JH0621'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS. 96
 JH0621'AND 25 IN LEOTI, GO N. ON STATE HWY. 25, 9.2 MI TO A CROSSROAD,
 JH0621'TURN LEFT AND GO W. 8.0 MI TO A T-RD. N., TURN RIGHT AND GO N. 0.5
 JH0621'MI AND THE STATION ON THE LEFT.
 JH0621'
 JH0621'STATION MARK IS 7.0 FT S. AND 29 FT W. OF CENTER OF RD. AT
 JH0621'FENCE W., 4.5 FT E. OF W. RIGHT-OF-WAY FENCE, 1.5 FT E. OF USGS
 JH0621'WITNESS POST, STAMPED ET LADDER 1967.
 JH0621'
 JH0621'REFERENCE MARK NO. 1 IS S. OF THE STATION, 30 FT W. OF CENTER
 JH0621'OF RD., 2.5 FT E. OF W. RIGHT-OF-WAY FENCE, 20 FT E. OF USGS WITNESS
 JH0621'POST, STAMPED LADDER NO. 1 1967.
 JH0621'
 JH0621'REFERENCE MARK NO. 2 IS WNW. OF STATION LEOTI, 9.5 MI N. AND
 JH0621'8.5 MI W. OF.  T. 16 S., R. 38 W., NEAR THE QUARTER COR. BETWEEN
 JH0621'SECS. 33 AND 34.  21 FT S., 63 FT W., AND 0.3 FT LOWER THAN THE
 JH0621'CENTER OF N.-S. RD. AT FIELD RD. E., 30 FT W. OF THE COR. FENCE
 JH0621'POST, 1 FT N. OF THE WITNESS POST IN THE TOP OF A CONCRETE POST.
 JH0621'A STANDARD TABLET STAMPED 9 DDB 1967.
 JH0621'
 JH0621'ELEVATION IS 3433.167
 JH0621'
 JH0621'STATION AND REFERENCE MARK NO. 1 ARE FLUSH WITH THE GROUND,
 JH0621'STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS CENTERED IN
 JH0621'6 IN. DIAMETER TILES 12 IN. LONG FILLED WITH GRAVEL TO WITHIN 1 IN.
 JH0621'OF CAP.
 JH0621'
 JH0621'USE CENTER OF PARKS PRESBYTERIAN CHURCH TOWER AS AZIMUTH MARK
 JH0621'LOCATED ABOUT 3.0 MI ESE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0943 ***********************************************************************
 HH0943  DESIGNATION -  LAEPPLE
 HH0943  PID         -  HH0943
 HH0943  STATE/COUNTY-  KS/SEWARD
 HH0943  USGS QUAD   -  PLAINS SW (1968)
 HH0943
 HH0943                         *CURRENT SURVEY CONTROL
 HH0943  ___________________________________________________________________
 HH0943* NAD 83(1997)-  37 20 22.03438(N)    100 41 20.80537(W)     ADJUSTED  
 HH0943* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 HH0943  ___________________________________________________________________
 HH0943  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 HH0943  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 HH0943
 HH0943  HORZ ORDER  -  FIRST
 HH0943
 HH0943.The horizontal coordinates were established by classical geodetic methods
 HH0943.and adjusted by the National Geodetic Survey in October 1998..
 HH0943
 HH0943.The orthometric height was scaled from a topographic map.
 HH0943
 HH0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0943
 HH0943.The geoid height was determined by GEOID03.
 HH0943
 HH0943;                    North         East     Units Scale Factor Converg.
 HH0943;SPC KS S     -   476,946.677   206,033.510   MT  0.99998649   -1 20 43.0
 HH0943;UTM  14      - 4,133,868.138   350,374.363   MT  0.99987578   -1 01 28.9
 HH0943
 HH0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0943!SPC KS S     -   0.99986915  x   0.99998649  =   0.99985564
 HH0943!UTM  14      -   0.99986915  x   0.99987578  =   0.99974494
 HH0943
 HH0943:                Primary Azimuth Mark                     Grid Az
 HH0943:SPC KS S     -  COPELAND CONC ELEV SHAFT                 013 55 12.3
 HH0943:UTM  14      -  COPELAND CONC ELEV SHAFT                 013 35 58.2
 HH0943
 HH0943|---------------------------------------------------------------------|
 HH0943| PID    Reference Object                     Distance      Geod. Az  |
 HH0943|                                                           dddmmss.s |
 HH0943| HH1001 COPELAND CONC ELEV SHAFT            APPROX.23.1 KM 0123429.3 |
 HH0943| CK9221 LAEPPLE RM 1                         55.382 METERS 08949     |
 HH0943| CK9222 LAEPPLE RM 2                         35.189 METERS 17919     |
 HH0943| HH0976 SUBLETTE GRAIN DEAL UNION ELEV      APPROX.21.3 KM 3174315.0 |
 HH0943| HH0971 SUBLETTE LEMON BARBEE ELEV          APPROX.21.1 KM 3190456.7 |
 HH0943| HH0999 TICE RIFFE BROS COMPANY GRAIN ELEVA APPROX.19.9 KM 3502326.4 |
 HH0943| CK9220 LAEPPLE AZ MK                                      3594151.3 |
 HH0943|---------------------------------------------------------------------|
 HH0943
 HH0943                          SUPERSEDED SURVEY CONTROL
 HH0943
 HH0943  NAD 83(1997)-  37 20 22.04192(N)    100 41 20.80451(W) AD(       ) 1
 HH0943  NAD 83(1986)-  37 20 22.04167(N)    100 41 20.80665(W) AD(       ) 1
 HH0943  NAD 27      -  37 20 21.95371(N)    100 41 19.24193(W) AD(       ) 1
 HH0943
 HH0943.Superseded values are not recommended for survey control.
 HH0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0943.See file dsdata.txt to determine how the superseded data were derived.
 HH0943
 HH0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG5037433868(NAD 83)
 HH0943_MARKER: DS = TRIANGULATION STATION DISK
 HH0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0943
 HH0943  HISTORY     - Date     Condition        Report By
 HH0943  HISTORY     - 1933     MONUMENTED       CGS
 HH0943  HISTORY     - 1962     POOR             USGS
 HH0943  HISTORY     - 1968     POOR             CGS
 HH0943
 HH0943                          STATION DESCRIPTION
 HH0943
 HH0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 HH0943'THE STATION IS LOCATED 13 MILES SOUTHEAST OF SUBLETTE AND 8
 HH0943'MILES NORTHWEST OF PLAINS.  IT IS IN NORTHWEST QUARTER SEC.
 HH0943'22, T. 31 S., R. 31 W., AND IS ON LAND OWNED BY K.F. LAEPPLE.
 HH0943'
 HH0943'THE STATION MARK PROJECTS 4 INCHES AND IS AT THE NORTHWEST
 HH0943'CORNER OF THE BARNYARD AND IS 20 FEET EAST OF THE CENTERLINE
 HH0943'OF A NORTH-AND-SOUTH ROAD.
 HH0943'
 HH0943'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND IS IN AN EAST-AND-WEST
 HH0943'FENCE ON THE NORTH SIDE OF THE BARNYARD AND IS 181.70 FEET
 HH0943'EAST OF THE STATION.
 HH0943'
 HH0943'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS IN THE SAME
 HH0943'RIGHT-OF-WAY FENCE ON THE EAST SIDE OF A NORTH-AND-SOUTH ROAD
 HH0943'AS THE ONE IN WHICH THE STATION IS LOCATED.  IT IS 115.45 FEET
 HH0943'SOUTH OF THE STATION AND 15 YARDS NORTHWEST OF THE NORTHWEST
 HH0943'CORNER OF MR. LAEPPLES HOUSE.
 HH0943'
 HH0943'THE AZIMUTH MARK IS FLUSH WITH THE GROUND AND IS ON THE WEST
 HH0943'SIDE OF THE SAME ROAD WHICH PASSES THE STATION.  IT IS 0.45
 HH0943'MILE NORTH OF THE STATION AND 7 FEET EAST OF THE WEST RIGHT-OF-WAY
 HH0943'FENCE.
 HH0943'
 HH0943'A 50-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 HH0943'
 HH0943'TO REACH THE STATION FROM SUBLETTE GO SOUTH ON STATE HIGHWAY
 HH0943'K-45 0.5 MILE TO A T-ROAD WHERE STATE HIGHWAY K-45 TURNS WEST.
 HH0943'GO EAST FROM THIS POINT 6.2 MILES ON A GRADED ROAD TO A
 HH0943'CROSSROADS.  GO SOUTH, ON GRADED ROAD 8.5 MILES TO A GRADED
 HH0943'ROAD LEADING EAST.  THIS ROAD IS 2.8 MILES SOUTH OF THE COUNTY
 HH0943'LINES WHICH IS DEFINED BY A SLIGHT JOG IN THE NORTH-AND-SOUTH
 HH0943'ROAD.  GO EAST 1.9 MILES TO A CROSSROADS.  THEN GO SOUTH 0.35
 HH0943'MILE TO LAEPPLES HOUSE AND STATION.
 HH0943'
 HH0943'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HH0943'DESCRIBED.
 HH0943
 HH0943                          STATION RECOVERY (1962)
 HH0943
 HH0943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HH0943'THE SURFACE MARK, R.M. 2 AND AZIMUTH MARK WERE FOUND LYING
 HH0943'AT THE SIDE OF ROAD.  R.M. 1 WAS NOT FOUND, BUT APPEARED TO BE
 HH0943'DESTROYED.  THE STATION UNDERGROUND MARK WAS NOT SEARCHED FOR.
 HH0943
 HH0943                          STATION RECOVERY (1968)
 HH0943
 HH0943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HH0943'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 HH0943'WERE FOUND DISPLACED.  REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT
 HH0943'NOT FOUND AND WAS ASSUMED THE MARK WAS DESTROYED.  IT WAS
 HH0943'ASSUMED ALL MARKS WERE DESTROYED BY ROAD CONSTRUCTION.  THE
 HH0943'UNDERGROUND MARK WAS SEARCHED FOR BUT NOT FOUND AND A INSTRUMENT
 HH0943'WAS SET UP AND ANGLES TO INTERSECTION STATIONS WERE CHECKED
 HH0943'BUT NO UNDERGROUND MARK WAS FOUND.
 HH0943'
 HH0943'TO REACH THE STATION FROM THE POST OFFICE IN SUBLETTE, GO
 HH0943'SOUTH ON MAIN STREET FOR 0.4 MILE TO A T-INTERSECTION.  TURN
 HH0943'LEFT AND GO EAST ON A GRAVELED ROAD FOR 6.45 MILES TO A CROSSROAD.
 HH0943'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 8.0 MILES TO
 HH0943'A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.9
 HH0943'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED
 HH0943'ROAD FOR 0.3 MILE TO THE STATION SITE ON THE LEFT AND A HOUSE
 HH0943'AND FARM OWNED BY MR. E.N. LYNN.
 HH0943'
 HH0943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 HH0943'NORTHWEST OF PLAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0811 ***********************************************************************
 KH0811  DESIGNATION -  LAING
 KH0811  PID         -  KH0811
 KH0811  STATE/COUNTY-  KS/SHERIDAN
 KH0811  USGS QUAD   -  SELDEN SW (1978)
 KH0811
 KH0811                         *CURRENT SURVEY CONTROL
 KH0811  ___________________________________________________________________
 KH0811* NAD 83(1997)-  39 30 35.02320(N)    100 38 33.04769(W)     ADJUSTED  
 KH0811* NAVD 88     -       885.     (meters)    2904.     (feet)  SCALED    
 KH0811  ___________________________________________________________________
 KH0811  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 KH0811  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KH0811
 KH0811  HORZ ORDER  -  THIRD
 KH0811
 KH0811.The horizontal coordinates were established by classical geodetic methods
 KH0811.and adjusted by the National Geodetic Survey in October 1998..
 KH0811
 KH0811.The orthometric height was scaled from a topographic map.
 KH0811
 KH0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0811
 KH0811.The geoid height was determined by GEOID03.
 KH0811
 KH0811;                    North         East     Units Scale Factor Converg.
 KH0811;SPC KS N     -   133,910.633   172,779.832   MT  0.99996704   -1 40 19.0
 KH0811;UTM  14      - 4,374,632.079   358,794.293   MT  0.99984549   -1 02 42.6
 KH0811
 KH0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0811!SPC KS N     -   0.99986500  x   0.99996704  =   0.99983204
 KH0811!UTM  14      -   0.99986500  x   0.99984549  =   0.99971051
 KH0811
 KH0811:                Primary Azimuth Mark                     Grid Az
 KH0811:SPC KS N     -  LAING AZ MK                              046 20 15.0
 KH0811:UTM  14      -  LAING AZ MK                              045 42 38.6
 KH0811
 KH0811|---------------------------------------------------------------------|
 KH0811| PID    Reference Object                     Distance      Geod. Az  |
 KH0811|                                                           dddmmss.s |
 KH0811| CN9806 LAING AZ MK                                        0443956.0 |
 KH0811| CN9807 LAING AZ MK RESET                                  0465320.4 |
 KH0811| KH0810 SELDEN MUNICIPAL TANK               APPROX. 7.3 KM 0612536.1 |
 KH0811| KH0777 REXFORD MUNICIPAL TANK              APPROX. 9.8 KM 2434229.0 |
 KH0811| CN9808 LAING RM 1                           12.705 METERS 26714     |
 KH0811| CN9809 LAING RM 2                           16.536 METERS 35921     |
 KH0811|---------------------------------------------------------------------|
 KH0811
 KH0811                          SUPERSEDED SURVEY CONTROL
 KH0811
 KH0811  NAD 83(1997)-  39 30 35.02668(N)    100 38 33.04972(W) AD(       ) 3
 KH0811  NAD 83(1986)-  39 30 35.02697(N)    100 38 33.05044(W) AD(       ) 3
 KH0811  NAD 27      -  39 30 35.01000(N)    100 38 31.52800(W) AD(       ) 3
 KH0811
 KH0811.Superseded values are not recommended for survey control.
 KH0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0811.See file dsdata.txt to determine how the superseded data were derived.
 KH0811
 KH0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ5879474632(NAD 83)
 KH0811_MARKER: DS = TRIANGULATION STATION DISK
 KH0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0811
 KH0811  HISTORY     - Date     Condition        Report By
 KH0811  HISTORY     - 1950     MONUMENTED       CGS
 KH0811  HISTORY     - 1963     GOOD             CGS
 KH0811
 KH0811                          STATION DESCRIPTION
 KH0811
 KH0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0811'THE STATION IS LOCATED 6.0 MILES NORTHEAST OF REXFORD, 4.5
 KH0811'MILES SOUTHWEST OF SELDEN AND 0.1 MILE SOUTH OF U.S. HIGHWAY
 KH0811'NO. 83.  IT IS ON THE ROAD RIGHT-OF-WAY, 30.0 FEET SOUTH OF THE
 KH0811'CENTER OF A DIRT ROAD AND 4.0 FEET EAST OF A WITNESS POST.  IT
 KH0811'IS STAMPED LAING 1950 AND PROJECTS 3 INCHES.
 KH0811'
 KH0811'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY AND 30.0 FEET
 KH0811'SOUTH OF THE CENTER OF A DIRT ROAD.  IT IS STAMPED LAING NO
 KH0811'1 1950 AND PROJECTS 3 INCHES.
 KH0811'
 KH0811'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY AND 24.0 FEET
 KH0811'NORTH OF THE CENTER OF A DIRT ROAD.  IT IS STAMPED LAING NO
 KH0811'2 1950 AND PROJECTS 2 INCHES.
 KH0811'
 KH0811'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 69.62 FEET.
 KH0811'
 KH0811'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 36.0 FEET SOUTH
 KH0811'OF THE CENTER OF U.S. HIGHWAYS NO. 383 AND NO. 83 AND 2.0 FEET
 KH0811'WEST OF A FENCE CORNER.  IT IS STAMPED LAING 1950 AND PROJECTS
 KH0811'3 INCHES.
 KH0811'
 KH0811'TO REACH THE STATION FROM THE POST OFFICE IN SELDEN, GO NORTH
 KH0811'ON MAIN STREET FOR 0.3 MILE TO U.S. HIGHWAYS NO. 383 AND NO. 83,
 KH0811'TURN LEFT AND GO WEST ON U.S. HIGHWAYS NO 383 AND NO. 83 FOR
 KH0811'4.35 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 KH0811'WEST ON U.S. HIGHWAYS NO. 383 AND NO. 83 FOR 0.55 MILE TO
 KH0811'CROSSROAD, TURN LEFT AND GO SOUTH FOR 0.05 MILE TO CROSSROAD,
 KH0811'TURN LEFT AND GO EAST FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 KH0811'DESCRIBED.
 KH0811
 KH0811                          STATION RECOVERY (1963)
 KH0811
 KH0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KH0811'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KH0811'FOUND IN GOOD CONDITION.  ROAD CONSTRUCTION ALONG U.S. HIGHWAY
 KH0811'383 WILL DESTROY THE AZIMUTH MARK, SO IT WAS RESET.  THE 1951
 KH0811'DESCRIPTION IS ADEQUATE FOR THE STATION AND THE REFERENCE MARKS.
 KH0811'THERE IS A NEW STEEL WITNESS POST WITH A SIGN SET 1 FOOT EAST
 KH0811'OF THE STATION MARK.  A DESCRIPTION FOR THE RESET AZIMUTH MARK
 KH0811'AND BENCH MARK T 153 1934 FOLLOW.
 KH0811'
 KH0811'AZIMUTH MARK (RESET) IS 0.5 MILE EAST-NORTHEAST OF THE STATION,
 KH0811'291 FEET SOUTH-SOUTHEAST OF THE SOUTH RAIL OF THE ROCK ISLAND,
 KH0811'CHICAGO, AND PACIFIC RAILROAD TRACKS, 138 FEET SOUTH-SOUTHEAST
 KH0811'OF THE CENTERLINE OF OLD U.S. HIGHWAY 383, 33 FEET EAST OF A
 KH0811'NORTH-SOUTH FENCELINE, 2 FEET WEST-SOUTHWEST OF A TELEPHONE
 KH0811'POLE, AND 1 FOOT EAST OF A WHITE WITNESS POST.  THE MARK
 KH0811'PROJECTS 8 INCHES AND THE DISK IS STAMPED LAING 1950 RESET 1963.
 KH0811'
 KH0811'BENCH MARK T 153 IS 0.55 MILE EAST-NORTHEAST OF THE STATION, 40
 KH0811'FEET SOUTH OF THE CENTER OF THE ROCK ISLAND, CHICAGO, AND
 KH0811'PACIFIC RAILROAD TRACKS, 40 FEET NORTH OF THE CENTER OF OLD
 KH0811'U.S. HIGHWAY 283, AND 1 FOOT EAST OF A STEEL GRADER BLADE
 KH0811'WHICH PROJECTS 3 FEET ABOVE THE GROUND.  THE MARK PROJECTS 6
 KH0811'INCHES AND THE DISK IS STAMPED T 153 1934.
 KH0811'
 KH0811'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0676 ***********************************************************************
 JH0676  DESIGNATION -  LAIRD BONDURANT GRAIN CO ELEV
 JH0676  PID         -  JH0676
 JH0676  STATE/COUNTY-  KS/NESS
 JH0676  USGS QUAD   -  LAIRD (1966)
 JH0676
 JH0676                         *CURRENT SURVEY CONTROL
 JH0676  ___________________________________________________________________
 JH0676* NAD 83(1997)-  38 26 50.94147(N)    100 03 16.94216(W)     ADJUSTED  
 JH0676* NAVD 88     -                                                        
 JH0676  ___________________________________________________________________
 JH0676  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 JH0676  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 JH0676
 JH0676  HORZ ORDER  -  THIRD
 JH0676
 JH0676.The horizontal coordinates were established by classical geodetic methods
 JH0676.and adjusted by the National Geodetic Survey in October 1998..
 JH0676
 JH0676
 JH0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0676
 JH0676.The geoid height was determined by GEOID03.
 JH0676
 JH0676;                    North         East     Units Scale Factor Converg.
 JH0676;SPC KS S     -   598,780.193   264,289.460   MT  0.99997860   -0 57 19.5
 JH0676;UTM  14      - 4,255,992.928   407,963.937   MT  0.99970431   -0 39 21.1
 JH0676
 JH0676                          SUPERSEDED SURVEY CONTROL
 JH0676
 JH0676  NAD 83(1986)-  38 26 50.94858(N)    100 03 16.94149(W) AD(       ) 4
 JH0676  NAD 27      -  38 26 50.89128(N)    100 03 15.47608(W) AD(       ) 3
 JH0676
 JH0676.Superseded values are not recommended for survey control.
 JH0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0676.See file dsdata.txt to determine how the superseded data were derived.
 JH0676
 JH0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH0796455993(NAD 83)
 JH0676_MARKER: 65 = GRAIN ELEVATOR
 JH0676
 JH0676  HISTORY     - Date     Condition        Report By
 JH0676  HISTORY     - 1964     FIRST OBSERVED   CGS
 JH0676
 JH0676                          STATION DESCRIPTION
 JH0676
 JH0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0676'THE STATION IS THE RED LIGHT ATOP THE HEADHOUSE OF AN ELEVATOR.  THE
 JH0676'ELEVATOR IS MADE OF WHITE CONCRETE AND HAS AN OVERALL HEIGHT OF
 JH0676'150 FEET.
 JH0676'
 JH0676'THE STATION IS LOCATED AT THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JH0676'SIDING OF LAIRD, WHICH IS 8-1/2 MILES WEST OF NESS CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1359 ***********************************************************************
 JE1359  DESIGNATION -  LAKE
 JE1359  PID         -  JE1359
 JE1359  STATE/COUNTY-  KS/JOHNSON
 JE1359  USGS QUAD   -  OCHELTREE (1991)
 JE1359
 JE1359                         *CURRENT SURVEY CONTROL
 JE1359  ___________________________________________________________________
 JE1359* NAD 83(1997)-  38 50 27.23854(N)    094 50 03.84218(W)     ADJUSTED  
 JE1359* NAVD 88     -       319.205  (meters)    1047.26   (feet)  ADJUSTED  
 JE1359  ___________________________________________________________________
 JE1359  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 JE1359  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JE1359  DYNAMIC HT  -         318.990 (meters)    1046.55  (feet)  COMP
 JE1359  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 JE1359
 JE1359  HORZ ORDER  -  SECOND
 JE1359  VERT ORDER  -  SECOND    CLASS 0
 JE1359
 JE1359.The horizontal coordinates were established by classical geodetic methods
 JE1359.and adjusted by the National Geodetic Survey in October 1998..
 JE1359
 JE1359.The orthometric height was determined by differential leveling
 JE1359.and adjusted by the National Geodetic Survey in June 1991..
 JE1359
 JE1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1359
 JE1359.The geoid height was determined by GEOID03.
 JE1359
 JE1359.The dynamic height is computed by dividing the NAVD 88
 JE1359.geopotential number by the normal gravity value computed on the
 JE1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1359.degrees latitude (g = 980.6199 gals.).
 JE1359
 JE1359.The modeled gravity was interpolated from observed gravity values.
 JE1359
 JE1359;                    North         East     Units Scale Factor Converg.
 JE1359;SPC KS N     -    61,148.475   674,776.715   MT  0.99998227   +2 00 10.5
 JE1359;UTM  15      - 4,300,719.953   340,795.051   MT  0.99991212   -1 09 02.5
 JE1359
 JE1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1359!SPC KS N     -   0.99995494  x   0.99998227  =   0.99993721
 JE1359!UTM  15      -   0.99995494  x   0.99991212  =   0.99986707
 JE1359
 JE1359:                Primary Azimuth Mark                     Grid Az
 JE1359:SPC KS N     -  OLATHE NEW MUNICIPAL TANK                358 42 57.0
 JE1359:UTM  15      -  OLATHE NEW MUNICIPAL TANK                001 52 10.0
 JE1359
 JE1359|---------------------------------------------------------------------|
 JE1359| PID    Reference Object                     Distance      Geod. Az  |
 JE1359|                                                           dddmmss.s |
 JE1359| JE2037 OLATHE NEW MUNICIPAL TANK           APPROX. 3.1 KM 0004307.5 |
 JE1359| JE2038 OLATHE DELCO BATTERY PLANT TK       APPROX. 3.4 KM 0163652.2 |
 JE1359| JE2027 OLATHE OLD MUNICIPAL TANK           APPROX. 4.9 KM 0245628.7 |
 JE1359| JE1360 LAKE RM 1                            13.352 METERS 04129     |
 JE1359| JE1363 LAKE RM 3 AZIMUTH                                  0465639.3 |
 JE1359| JE1361 LAKE RM 2                            13.987 METERS 11948     |
 JE1359| JE2043 GARDNER MUNICIPAL TANK              APPROX. 8.4 KM 2471406.0 |
 JE1359|---------------------------------------------------------------------|
 JE1359
 JE1359                          SUPERSEDED SURVEY CONTROL
 JE1359
 JE1359  NAD 83(1986)-  38 50 27.24608(N)    094 50 03.84274(W) AD(       ) 2
 JE1359  NAD 27      -  38 50 27.21908(N)    094 50 02.97944(W) AD(       ) 2
 JE1359  NGVD 29 (??/??/92)  319.082  (m)         1046.85   (f) ADJ UNCH    2 0
 JE1359
 JE1359.Superseded values are not recommended for survey control.
 JE1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1359.See file dsdata.txt to determine how the superseded data were derived.
 JE1359
 JE1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4079500720(NAD 83)
 JE1359_MARKER: DS = TRIANGULATION STATION DISK
 JE1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1359_STAMPING: LAKE 1974
 JE1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1359+STABILITY: SURFACE MOTION
 JE1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1359+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 JE1359
 JE1359  HISTORY     - Date     Condition        Report By
 JE1359  HISTORY     - 1974     MONUMENTED       NGS
 JE1359  HISTORY     - 1974     GOOD             NGS
 JE1359  HISTORY     - 1976     GOOD             NGS
 JE1359  HISTORY     - 20060722 GOOD             GEOCAC
 JE1359
 JE1359                          STATION DESCRIPTION
 JE1359
 JE1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1359'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF GARDNER, 2-1/2 MILES
 JE1359'SOUTH-SOUTHEAST OF OLATHE, 2 MILES NORTHEAST OF CLARE AND ON ROAD
 JE1359'RIGHT-OF-WAY IN THE NE 1/4 OF SEC 15, T 14 S, R 23 E.
 JE1359'
 JE1359'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7, U.S.
 JE1359'HIGHWAY 169 AND INTERSTATE HIGHWAY 35 ABOUT 2 MILES SOUTHEAST OF
 JE1359'OLATHE, GO SOUTH ON U.S. HIGHWAY 169 AND STATE HIGHWAY 7 FOR 1.0
 JE1359'MILE TO THE JUNCTION WITH 159TH STREET, (GRAVELED ROAD).  TURN RIGHT
 JE1359'AND GO WEST ON 159TH STREET FOR 0.95 MILE TO A T-ROAD JUNCTION.
 JE1359'TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.05 MILE TO THE
 JE1359'STATION ON THE LEFT AT THE SOUTHWEST END OF AN OVERPASS OVER
 JE1359'INTERSTATE HIGHWAY 35.
 JE1359'
 JE1359'TO REACH REFERENCE MARK 3 FROM THE JUNCTION OF STATE HIGHWAY 7, U.S.
 JE1359'HIGHWAY 169 AND INTERSTATE HIGHWAY 35, GO SOUTHWEST ON INTERSTATE
 JE1359'HIGHWAY 35 FOR 1.0 MILE TO THE MARK ON THE LEFT, IN THE MEDIAN OF
 JE1359'THE HIGHWAY.
 JE1359'
 JE1359'STATION MARKS ARE STANDARD DISKS, STAMPED LAKE 1974.  THE SURFACE
 JE1359'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JE1359'THAT IS FLUSH WITH THE GROUND.  IT IS 19.0 FEET WEST OF THE CENTER
 JE1359'OF THE PAVED ROAD, 6.0 FEET SOUTH OF THE SOUTHWEST END OF THE
 JE1359'OVERPASS, 4.7 FEET WEST OF THE WEST GUARD RAIL AND 4.5 FEET
 JE1359'WEST-SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 JE1359'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 JE1359'
 JE1359'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAKE NO 1 1974, CEMENTED
 JE1359'IN A DRILL HOLE ON THE EAST SIDE OF THE CONCRETE BRIDGE.  IT IS 40.4
 JE1359'FEET NORTHEAST OF THE WITNESS POST, 20.5 FEET NORTH OF THE NORTH
 JE1359'END OF THE EAST GUARD RAIL, 13.5 FEET EAST OF THE CENTER OF THE
 JE1359'BRIDGE, 1.5 FEET WEST OF THE EAST EDGE OF THE BRIDGE AND ABOUT 1
 JE1359'FOOT HIGHER THAN THE STATION.
 JE1359'
 JE1359'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAKE NO 2 1974, CEMENTED
 JE1359'IN A DRILL HOLE IN A CONCRETE DRAINAGE DITCH.  IT IS 42.0 FEET
 JE1359'SOUTHEAST OF THE WITNESS POST, 33.5 FEET SOUTH OF THE SOUTHEAST END
 JE1359'OF THE BRIDGE, 18.0 FEET EAST OF THE CENTER OF THE PAVED ROAD, 1.0
 JE1359'FOOT WEST OF THE EAST GUARD RAIL AND ABOUT THE SAME ELEVATION AS
 JE1359'THE STATION.
 JE1359'
 JE1359'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LAKE NO 3 1974 AZ, SET
 JE1359'IN A DRILL HOLE IN A CONCRETE DRAIN.  IT IS 42.5 FEET NORTH OF THE
 JE1359'CENTER OF THE EAST BOUND LANE OF INTERSTATE HIGHWAY 35, 41.0 FEET
 JE1359'SOUTH OF THE CENTER OF THE WEST BOUND LANE OF INTERSTATE HIGHWAY
 JE1359'35 AND 4.5 FEET SOUTH OF A WITNESS POST.  THIS MARK WILL SERVE AS
 JE1359'THE AZIMUTH MARK.
 JE1359'
 JE1359'NEAREST TOWN--CLARE.
 JE1359'
 JE1359'HEIGHT OF LIGHT ABOVE STATION MARK 2.02 METERS.
 JE1359
 JE1359                          STATION RECOVERY (1974)
 JE1359
 JE1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1359'1.5 MI SW FROM OLATHE.
 JE1359'ABOUT 1.5 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1359'JUNCTION WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF
 JE1359'OLATHE, 43.81 FEET SOUTHWEST OF RM 1, 45.89 FEET WEST OF RM 2, 6.0
 JE1359'FEET SOUTH OF THE SOUTHWEST CORNER OF A OVERPASS, 19.0 FEET WEST OF
 JE1359'THE APPROXIMATE CENTER OF A PAVED ROAD, 4.7 FEET WEST OF THE WEST
 JE1359'GUARD RAIL, AND 4.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.  SET
 JE1359'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 1
 JE1359'FOOT BELOW THE LEVEL OF THE PAVED ROAD.
 JE1359
 JE1359                          STATION RECOVERY (1976)
 JE1359
 JE1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 JE1359'STATION MARK, RMS 1, 2 AND 3 RECOVERED IN GOOD CONDITION AS
 JE1359'DESCRIBED.  (SOURCE G-15326).
 JE1359'
 JE1359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NE OF
 JE1359'CLARE.
 JE1359
 JE1359                          STATION RECOVERY (2006)
 JE1359
 JE1359'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1359'FOUND THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2. REFERENCE
 JE1359'MARK 3 WAS NOT SEARCHED FOR THIS DATE.
 JE1359' 
 JE1359'THE STATION IS 1.5 FEET EAST OF A CARSONITE WITNESS POST, AND 0.5 FEET
 JE1359'BELOW GROUND.
 JE1359' 
 JE1359' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1179 ***********************************************************************
 KE1179  DESIGNATION -  LAKE
 KE1179  PID         -  KE1179
 KE1179  STATE/COUNTY-  KS/WYANDOTTE
 KE1179  USGS QUAD   -  WOLCOTT (1975)
 KE1179
 KE1179                         *CURRENT SURVEY CONTROL
 KE1179  ___________________________________________________________________
 KE1179* NAD 83(1997)-  39 10 24.31741(N)    094 46 27.31456(W)     ADJUSTED  
 KE1179* NAVD 88     -       265.51   (+/-2cm)     871.1    (feet)  VERTCON   
 KE1179  ___________________________________________________________________
 KE1179  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 KE1179  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE1179
 KE1179  HORZ ORDER  -  SECOND
 KE1179  VERT ORDER  -  THIRD ? (See Below)
 KE1179
 KE1179.The horizontal coordinates were established by classical geodetic methods
 KE1179.and adjusted by the National Geodetic Survey in October 1998..
 KE1179
 KE1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1179.The vertical order pertains to the NGVD 29 superseded value.
 KE1179
 KE1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1179
 KE1179.The geoid height was determined by GEOID03.
 KE1179
 KE1179;                    North         East     Units Scale Factor Converg.
 KE1179;SPC KS N     -    98,223.211   678,680.639   MT  0.99995776   +2 02 27.5
 KE1179;SPC MO W     -   333,736.845   826,301.838   MT  0.99994809   -0 10 23.7
 KE1179;UTM  15      - 4,337,520.888   346,734.973   MT  0.99988924   -1 07 15.5
 KE1179
 KE1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1179!SPC KS N     -   0.99996343  x   0.99995776  =   0.99992119
 KE1179!SPC MO W     -   0.99996343  x   0.99994809  =   0.99991152
 KE1179!UTM  15      -   0.99996343  x   0.99988924  =   0.99985268
 KE1179
 KE1179:                Primary Azimuth Mark                     Grid Az
 KE1179:SPC KS N     -  STANDPIPE CAMP SHAWNEE                   358 36 54.9
 KE1179:SPC MO W     -  STANDPIPE CAMP SHAWNEE                   000 49 46.1
 KE1179:UTM  15      -  STANDPIPE CAMP SHAWNEE                   001 46 37.9
 KE1179
 KE1179|---------------------------------------------------------------------|
 KE1179| PID    Reference Object                     Distance      Geod. Az  |
 KE1179|                                                           dddmmss.s |
 KE1179| CL7661 STANDPIPE CAMP SHAWNEE                             0003922.4 |
 KE1179| CL6356 DAY MKR MO RIVER                                   0123944.4 |
 KE1179|---------------------------------------------------------------------|
 KE1179
 KE1179                          SUPERSEDED SURVEY CONTROL
 KE1179
 KE1179  NAD 83(1986)-  39 10 24.32654(N)    094 46 27.31096(W) AD(       ) 2
 KE1179  NAD 83(1986)-  39 10 24.32255(N)    094 46 27.31070(W) AD(       ) 2
 KE1179  NAD 27      -  39 10 24.32222(N)    094 46 26.45156(W) AD(       ) 2
 KE1179  NGVD 29 (03/28/90)  265.42   (m)          870.8    (f) LEVELING    3  
 KE1179
 KE1179.Superseded values are not recommended for survey control.
 KE1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1179.See file dsdata.txt to determine how the superseded data were derived.
 KE1179
 KE1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4673537521(NAD 83)
 KE1179_MARKER: DD = SURVEY DISK
 KE1179_SETTING: 0 = UNSPECIFIED SETTING
 KE1179
 KE1179  HISTORY     - Date     Condition        Report By
 KE1179  HISTORY     - 1974     MONUMENTED       USE
 KE1179  HISTORY     - 20060909 MARK NOT FOUND   GEOCAC
 KE1179
 KE1179                          STATION DESCRIPTION
 KE1179
 KE1179'DESCRIBED BY US ENGINEERS 1974
 KE1179'WYANDOTTE CO. KANSAS, T-10-S, R-24-E, ABOUT 1000 FT W. AND 500 FT
 KE1179'N. OF SE. CORNER OF SECTION 18.  THE STATION IS LOCATED NEAR THE
 KE1179'WEST END OF DAM AT WYANDOTTE CO. LAKE ON OVERLOOK AT
 KE1179'SPILLWAY.  A C OF E DISC STAMPED LAKE-1974 SET IN TOP OF CONCRETE
 KE1179'POST .6 FT BELOW GROUND SURFACE.
 KE1179'
 KE1179'TO REACH--FROM INTERSECTION OF KANSAS HWY. 5 (LEAVENWORTH ROAD)
 KE1179'AND N. 91ST. ST. GO EAST 3.6 MILES ON N. 91ST. STREET TO WYANDOTTE
 KE1179'CO. LAKE AND CONTINUE ON NORTHERLY ROAD AROUND LAKE TO OVERLOOK
 KE1179'AT SPILLWAY AND STATION ON LEFT.
 KE1179'
 KE1179'NOTE--THE WYANDOTTE CO. LAKE AUTHORITY GAVE VERBAL PERMISSION
 KE1179'TO SET THIS POINT.
 KE1179'
 KE1179'REFERENCES--1.95 FT N. TO STEEL POST AND SIGN.
 KE1179'
 KE1179'2.37 FT E. TO STEEL POST AND SIGN.
 KE1179'
 KE1179'1.90 FT S. TO STEEL POST AND SIGN.
 KE1179'
 KE1179'2.25 FT W. TO STEEL POST AND SIGN.
 KE1179'
 KE1179'34.00 FT NNW. TO SHINER IN 24 IN ELM.
 KE1179'
 KE1179'64.20 FT S. TO SHINER IN CENTERLINE OF ROAD.
 KE1179
 KE1179                          STATION RECOVERY (2006)
 KE1179
 KE1179'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1179'EXCEPT FOR THE ROAD ALL REFERENCES HAVE BEEN REMOVED.  NOTHING VISIBLE
 KE1179'ON THE SSURFACE.  SWEEP MADE WITH THE METAL DETECTOR WITHOUT SUCCUSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1660 ***********************************************************************
 KE1660  DESIGNATION -  LAKE 2
 KE1660  PID         -  KE1660
 KE1660  STATE/COUNTY-  KS/WYANDOTTE
 KE1660  USGS QUAD   -  WOLCOTT (1975)
 KE1660
 KE1660                         *CURRENT SURVEY CONTROL
 KE1660  ___________________________________________________________________
 KE1660* NAD 83(1997)-  39 10 23.39529(N)    094 46 26.56194(W)     ADJUSTED  
 KE1660* NAVD 88     -       266.4    (meters)     874.     (feet)  VERTCON   
 KE1660  ___________________________________________________________________
 KE1660  X           -    -412,086.298 (meters)                     COMP
 KE1660  Y           -  -4,934,209.795 (meters)                     COMP
 KE1660  Z           -   4,007,386.549 (meters)                     COMP
 KE1660  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 KE1660  ELLIP HEIGHT-         233.87  (meters)          (10/02/98) GPS OBS
 KE1660  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 KE1660
 KE1660  HORZ ORDER  -  FIRST
 KE1660  ELLP ORDER  -  FOURTH    CLASS I
 KE1660
 KE1660.The horizontal coordinates were established by GPS observations
 KE1660.and adjusted by the National Geodetic Survey in October 1998..
 KE1660
 KE1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1660
 KE1660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1660
 KE1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1660
 KE1660.The ellipsoidal height was determined by GPS observations
 KE1660.and is referenced to NAD 83.
 KE1660
 KE1660.The geoid height was determined by GEOID03.
 KE1660
 KE1660;                    North         East     Units Scale Factor Converg.
 KE1660;SPC KS N     -    98,195.437   678,699.706   MT  0.99995776   +2 02 28.0
 KE1660;SPC MO W     -   333,708.355   826,319.817   MT  0.99994808   -0 10 23.2
 KE1660;UTM  15      - 4,337,492.107   346,752.477   MT  0.99988917   -1 07 15.0
 KE1660
 KE1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1660!SPC KS N     -   0.99996331  x   0.99995776  =   0.99992107
 KE1660!SPC MO W     -   0.99996331  x   0.99994808  =   0.99991139
 KE1660!UTM  15      -   0.99996331  x   0.99988917  =   0.99985248
 KE1660
 KE1660                          SUPERSEDED SURVEY CONTROL
 KE1660
 KE1660  NAD 83(1986)-  39 10 23.40437(N)    094 46 26.55827(W) AD(       ) 1
 KE1660  NAD 83(1986)-  39 10 23.40347(N)    094 46 26.55862(W) AD(       ) 1
 KE1660  NGVD 29 (03/28/90)  266.3    (m)          874.     (f) GPS OBS        
 KE1660
 KE1660.Superseded values are not recommended for survey control.
 KE1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1660.See file dsdata.txt to determine how the superseded data were derived.
 KE1660
 KE1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4675237492(NAD 83)
 KE1660_MARKER: A = ALUMINUM MARKER
 KE1660_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KE1660_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KE1660_STAMPING: LAKE 2 1988
 KE1660_MARK LOGO: KS-209
 KE1660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KE1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1660+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 KE1660
 KE1660  HISTORY     - Date     Condition        Report By
 KE1660  HISTORY     - 1988     MONUMENTED       KS-209
 KE1660  HISTORY     - 20060409 GOOD             GEOCAC
 KE1660
 KE1660                          STATION DESCRIPTION
 KE1660
 KE1660'DESCRIBED BY WYANDOTTE COUNTY KANSAS 1988
 KE1660'STATION LAKE 2 IS LOCATED ON THE NORTH MEDIAN OF THE WYANDOTTE COUNTY
 KE1660'LAKE DAM ROAD SOUTH OF THE SPILLWAY PARKING LOT, WYANDOTTE COUNTY LAKE
 KE1660'WYANDOTTE COUNTY KANSAS.
 KE1660'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE I-435 AND
 KE1660'LEAVENWORTH ROAD PROCEED EAST 2.6 KM (1.60 MI) TO THE INTERSECTION OF
 KE1660'91ST AND LEAVENWORTH ROAD, THEN TURN LEFT AND PROCEED NORTHERLY ON
 KE1660'91ST STREET / WYANDOTTE COUNTY LAKE ROAD 4.8 KM (3.00 MI) TO THE WEST
 KE1660'END OF THE WYANDOTTE COUNTY LAKE DAM AND THE SPILLWAY PARKING LOT.
 KE1660'STATION IS IN THE MEDIAN BETWEEN THE WYANDOTTE COUNTY LAKE DAM ROAD
 KE1660'AND THE PARKING LOT.
 KE1660'STATION IS 31.68 M (103.9 FT) EAST SOUTHEAST OF THE NORTHEAST CORNER
 KE1660'OF THE CONCRETE WALK TO SPILLWAY, 33.70 M (110.6 FT) SOUTHEAST OF
 KE1660'MONUMENT LAKE 1974, 39.01 M (128.0 FT) WEST NORTHWEST OF A NAIL AND
 KE1660'WASHER IN THE SOUTH FACE OF COTTONWOOD TREE, 21.46 M (70.4 FT) EAST
 KE1660'NORTHEASTOF A NAIL AND WASHER IN THE EAST FACE OF AN 18 INCH LOCUST.
 KE1660
 KE1660                          STATION RECOVERY (2006)
 KE1660
 KE1660'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1360 ***********************************************************************
 JE1360  DESIGNATION -  LAKE RM 1
 JE1360  PID         -  JE1360
 JE1360  STATE/COUNTY-  KS/JOHNSON
 JE1360  USGS QUAD   -  OCHELTREE (1991)
 JE1360
 JE1360                         *CURRENT SURVEY CONTROL
 JE1360  ___________________________________________________________________
 JE1360* NAD 83(1986)-  38 50 27.     (N)    094 50 04.     (W)     SCALED    
 JE1360* NAVD 88     -       319.795  (meters)    1049.19   (feet)  ADJUSTED  
 JE1360  ___________________________________________________________________
 JE1360  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JE1360  DYNAMIC HT  -         319.579 (meters)    1048.49  (feet)  COMP
 JE1360  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 JE1360
 JE1360  VERT ORDER  -  SECOND    CLASS 0
 JE1360
 JE1360.The horizontal coordinates were scaled from a topographic map and have
 JE1360.an estimated accuracy of +/- 6 seconds.
 JE1360
 JE1360.The orthometric height was determined by differential leveling
 JE1360.and adjusted by the National Geodetic Survey in June 1991..
 JE1360
 JE1360.The geoid height was determined by GEOID03.
 JE1360
 JE1360.The dynamic height is computed by dividing the NAVD 88
 JE1360.geopotential number by the normal gravity value computed on the
 JE1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1360.degrees latitude (g = 980.6199 gals.).
 JE1360
 JE1360.The modeled gravity was interpolated from observed gravity values.
 JE1360
 JE1360;                    North         East    Units  Estimated Accuracy
 JE1360;SPC KS N     -    61,140.      674,770.      MT  (+/- 180 meters Scaled)
 JE1360
 JE1360                          SUPERSEDED SURVEY CONTROL
 JE1360
 JE1360  NGVD 29 (??/??/92)  319.671  (m)         1048.79   (f) ADJ UNCH    2 0
 JE1360
 JE1360.Superseded values are not recommended for survey control.
 JE1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1360.See file dsdata.txt to determine how the superseded data were derived.
 JE1360
 JE1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD407007(NAD 83)
 JE1360_MARKER: DR = REFERENCE MARK DISK
 JE1360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1360_SP_SET: OVERPASS
 JE1360_STAMPING: LAKE NO 1 1974
 JE1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1360+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 JE1360
 JE1360  HISTORY     - Date     Condition        Report By
 JE1360  HISTORY     - 1974     MONUMENTED       NGS
 JE1360  HISTORY     - 20060722 GOOD             GEOCAC
 JE1360
 JE1360                          STATION DESCRIPTION
 JE1360
 JE1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1360'1.5 MI SW FROM OLATHE.
 JE1360'AT THE LAKE STATION SITE-- 43.81 FEET NORTHEAST OF THE STATION, 40.4
 JE1360'FEET NORTHEAST OF THE METAL WITNESS SIGN, 20.5 FEET NORTH OF THE NORTH
 JE1360'END OF THE EAST GUARD RAIL, 13.5 FEET EAST OF THE APPROXIMATE CENTER
 JE1360'OF BRIDGE AND ROAD, AND 1.5 FEET NORTHWEST OF THE SOUTHEAST CORNER OF
 JE1360'BRIDGE.  SET IN THE TOP OF THE BASE OF THE EAST BANISTER OF A OVERPASS
 JE1360'AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE PAVED ROAD.
 JE1360
 JE1360                          STATION RECOVERY (2006)
 JE1360
 JE1360'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1360'HH2  N38 50 27.6 W94 50 03.5
 JE1360' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1361 ***********************************************************************
 JE1361  DESIGNATION -  LAKE RM 2
 JE1361  PID         -  JE1361
 JE1361  STATE/COUNTY-  KS/JOHNSON
 JE1361  USGS QUAD   -  OCHELTREE (1991)
 JE1361
 JE1361                         *CURRENT SURVEY CONTROL
 JE1361  ___________________________________________________________________
 JE1361* NAD 83(1986)-  38 50 27.     (N)    094 50 04.     (W)     SCALED    
 JE1361* NAVD 88     -       319.077  (meters)    1046.84   (feet)  ADJUSTED  
 JE1361  ___________________________________________________________________
 JE1361  GEOID HEIGHT-         -32.03  (meters)                     GEOID03
 JE1361  DYNAMIC HT  -         318.862 (meters)    1046.13  (feet)  COMP
 JE1361  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 JE1361
 JE1361  VERT ORDER  -  SECOND    CLASS 0
 JE1361
 JE1361.The horizontal coordinates were scaled from a topographic map and have
 JE1361.an estimated accuracy of +/- 6 seconds.
 JE1361
 JE1361.The orthometric height was determined by differential leveling
 JE1361.and adjusted by the National Geodetic Survey in June 1991..
 JE1361
 JE1361.The geoid height was determined by GEOID03.
 JE1361
 JE1361.The dynamic height is computed by dividing the NAVD 88
 JE1361.geopotential number by the normal gravity value computed on the
 JE1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1361.degrees latitude (g = 980.6199 gals.).
 JE1361
 JE1361.The modeled gravity was interpolated from observed gravity values.
 JE1361
 JE1361;                    North         East    Units  Estimated Accuracy
 JE1361;SPC KS N     -    61,140.      674,770.      MT  (+/- 180 meters Scaled)
 JE1361
 JE1361                          SUPERSEDED SURVEY CONTROL
 JE1361
 JE1361  NGVD 29 (??/??/92)  318.953  (m)         1046.43   (f) ADJ UNCH    2 0
 JE1361
 JE1361.Superseded values are not recommended for survey control.
 JE1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1361.See file dsdata.txt to determine how the superseded data were derived.
 JE1361
 JE1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD407007(NAD 83)
 JE1361_MARKER: DR = REFERENCE MARK DISK
 JE1361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1361_SP_SET: DRAIN
 JE1361_STAMPING: LAKE NO 2 1974
 JE1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1361+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 JE1361
 JE1361  HISTORY     - Date     Condition        Report By
 JE1361  HISTORY     - 1974     MONUMENTED       NGS
 JE1361  HISTORY     - 20060722 GOOD             GEOCAC
 JE1361
 JE1361                          STATION DESCRIPTION
 JE1361
 JE1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1361'1.5 MI SW FROM OLATHE.
 JE1361'AT THE LAKE STATION SITE-- 45.89 FEET EAST OF THE STATION, 42 FEET
 JE1361'SOUTHEAST OF THE METAL WITNESS SIGN, 33.5 FEET SOUTH OF THE SOUTHEAST
 JE1361'CORNER OF OVERPASS, 56.63 FEET SOUTH OF RM 1, 18.0 FEET EAST OF THE
 JE1361'APPROXIMATE CENTER OF THE PAVED ROAD, AND 1.0 FOOT WEST OF THE EAST
 JE1361'GUARD RAIL.  SET IN THE TOP OF A CONCRETE DRAIN AND IS ABOUT LEVEL
 JE1361'WITH THE ROAD.
 JE1361
 JE1361                          STATION RECOVERY (2006)
 JE1361
 JE1361'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1361'HH2  N38 50 27.0 W94 50 03.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1363 ***********************************************************************
 JE1363  DESIGNATION -  LAKE RM 3 AZIMUTH
 JE1363  PID         -  JE1363
 JE1363  STATE/COUNTY-  KS/JOHNSON
 JE1363  USGS QUAD   -  OCHELTREE (1991)
 JE1363
 JE1363                         *CURRENT SURVEY CONTROL
 JE1363  ___________________________________________________________________
 JE1363* NAD 83(1986)-  38 50 49.     (N)    094 49 34.     (W)     SCALED    
 JE1363* NAVD 88     -       313.825  (meters)    1029.61   (feet)  ADJUSTED  
 JE1363  ___________________________________________________________________
 JE1363  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 JE1363  DYNAMIC HT  -         313.614 (meters)    1028.92  (feet)  COMP
 JE1363  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 JE1363
 JE1363  VERT ORDER  -  SECOND    CLASS 0
 JE1363
 JE1363.The horizontal coordinates were scaled from a topographic map and have
 JE1363.an estimated accuracy of +/- 6 seconds.
 JE1363
 JE1363.The orthometric height was determined by differential leveling
 JE1363.and adjusted by the National Geodetic Survey in June 1991..
 JE1363
 JE1363.The geoid height was determined by GEOID03.
 JE1363
 JE1363.The dynamic height is computed by dividing the NAVD 88
 JE1363.geopotential number by the normal gravity value computed on the
 JE1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1363.degrees latitude (g = 980.6199 gals.).
 JE1363
 JE1363.The modeled gravity was interpolated from observed gravity values.
 JE1363
 JE1363;                    North         East    Units  Estimated Accuracy
 JE1363;SPC KS N     -    61,840.      675,470.      MT  (+/- 180 meters Scaled)
 JE1363
 JE1363                          SUPERSEDED SURVEY CONTROL
 JE1363
 JE1363  NGVD 29 (??/??/92)  313.701  (m)         1029.20   (f) ADJ UNCH    2 0
 JE1363
 JE1363.Superseded values are not recommended for survey control.
 JE1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1363.See file dsdata.txt to determine how the superseded data were derived.
 JE1363
 JE1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD415013(NAD 83)
 JE1363_MARKER: DR = REFERENCE MARK DISK
 JE1363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1363_SP_SET: CATCH BASIN
 JE1363_STAMPING: LAKE NO 3 1974
 JE1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1363
 JE1363  HISTORY     - Date     Condition        Report By
 JE1363  HISTORY     - 1974     MONUMENTED       NGS
 JE1363
 JE1363                          STATION DESCRIPTION
 JE1363
 JE1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1363'1.0 MI SW FROM OLATHE.
 JE1363'ABOUT 1.0 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 JE1363'WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF OLATHE,
 JE1363'IN THE MEDIA STRIP OF I-35, 42.5 FEET NORTH OF THE CENTERLINE OF THE
 JE1363'NORTHEAST BOUND LANE OF HIGHWAY, 41.0 FEET SOUTH OF THE SOUTHWEST
 JE1363'BOUND LANE OF HIGHWAY, AND 4.5 FEET SOUTH OF A METAL WITNESS SIGN. SET
 JE1363'IN THE TOP OF A CONCRETE CATCH BASIN AND IS ABOUT 2 FEET BELOW THE
 JE1363'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0157 ***********************************************************************
 HG0157  DESIGNATION -  LAMB
 HG0157  PID         -  HG0157
 HG0157  STATE/COUNTY-  KS/KINGMAN
 HG0157  USGS QUAD   -  RAGO (1973)
 HG0157
 HG0157                         *CURRENT SURVEY CONTROL
 HG0157  ___________________________________________________________________
 HG0157* NAD 83(1997)-  37 25 39.07907(N)    098 04 26.42490(W)     ADJUSTED  
 HG0157* NAVD 88     -       455.685  (meters)    1495.03   (feet)  ADJUSTED  
 HG0157  ___________________________________________________________________
 HG0157  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 HG0157  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HG0157  DYNAMIC HT  -         455.305 (meters)    1493.78  (feet)  COMP
 HG0157  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 HG0157
 HG0157  HORZ ORDER  -  SECOND
 HG0157  VERT ORDER  -  SECOND    CLASS 0
 HG0157
 HG0157.The horizontal coordinates were established by classical geodetic methods
 HG0157.and adjusted by the National Geodetic Survey in October 1998..
 HG0157
 HG0157.The orthometric height was determined by differential leveling
 HG0157.and adjusted by the National Geodetic Survey in June 1991..
 HG0157
 HG0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0157
 HG0157.The geoid height was determined by GEOID03.
 HG0157
 HG0157.The dynamic height is computed by dividing the NAVD 88
 HG0157.geopotential number by the normal gravity value computed on the
 HG0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0157.degrees latitude (g = 980.6199 gals.).
 HG0157
 HG0157.The modeled gravity was interpolated from observed gravity values.
 HG0157
 HG0157;                    North         East     Units Scale Factor Converg.
 HG0157;SPC KS S     -   484,529.604   437,703.829   MT  0.99997227   +0 15 42.4
 HG0157;UTM  14      - 4,142,702.872   581,928.584   MT  0.99968268   +0 33 46.1
 HG0157
 HG0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0157!SPC KS S     -   0.99993294  x   0.99997227  =   0.99990521
 HG0157!UTM  14      -   0.99993294  x   0.99968268  =   0.99961564
 HG0157
 HG0157|---------------------------------------------------------------------|
 HG0157| PID    Reference Object                     Distance      Geod. Az  |
 HG0157|                                                           dddmmss.s |
 HG0157| HG0156 LAMB RM 2                            13.372 METERS 00313     |
 HG0157| HF1453 BELMONT COOP GRAIN ELEVATOR         APPROX.13.2 KM 0352645.4 |
 HG0157| HG0158 LAMB RM 1                            17.016 METERS 17648     |
 HG0157| HG0161 SUNNY                               APPROX. 1.0 KM 2155427.4 |
 HG0157| HG0154 SINNETT                             APPROX. 0.5 KM 3180734.9 |
 HG0157| HG0821 RAGO S P WALLINGFORD ELEVATOR       APPROX. 2.7 KM 3492833.2 |
 HG0157|---------------------------------------------------------------------|
 HG0157
 HG0157                          SUPERSEDED SURVEY CONTROL
 HG0157
 HG0157  NAD 83(1997)-  37 25 39.08429(N)    098 04 26.42704(W) AD(       ) 2
 HG0157  NAD 83(1986)-  37 25 39.08633(N)    098 04 26.42185(W) AD(       ) 2
 HG0157  NAD 27      -  37 25 39.02257(N)    098 04 25.19667(W) AD(       ) 2
 HG0157  NGVD 29 (??/??/92)  455.543  (m)         1494.56   (f) ADJ UNCH    2 0
 HG0157
 HG0157.Superseded values are not recommended for survey control.
 HG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0157.See file dsdata.txt to determine how the superseded data were derived.
 HG0157
 HG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8192942703(NAD 83)
 HG0157_MARKER: DS = TRIANGULATION STATION DISK
 HG0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0157_SP_SET: CONCRETE POST
 HG0157_STAMPING: LAMB 1962
 HG0157_MARK LOGO: CGS   
 HG0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0157+STABILITY: SURFACE MOTION
 HG0157
 HG0157  HISTORY     - Date     Condition        Report By
 HG0157  HISTORY     - 1962     MONUMENTED       CGS
 HG0157  HISTORY     - 1962     GOOD             CGS
 HG0157  HISTORY     - 1986     GOOD             NGS
 HG0157
 HG0157                          STATION DESCRIPTION
 HG0157
 HG0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HG0157'THE STATION IS ABOUT 10 MILES NORTH OF HARPER, 2 MILES SOUTH
 HG0157'OF RAGO, 0.4 MILE EAST OF STATE HIGHWAY 14, ON PROPERTY
 HG0157'OWNED BY MR. VAN LAMBURG.
 HG0157'
 HG0157'TO REACH THE STATION FROM THE RAILROAD DEPOT, IN RAGO, GO SOUTH
 HG0157'ON HIGHWAY 14 FOR 1.5 MILES TO A CROSSROAD.  TURN LEFT, EAST,
 HG0157'ON A PAVED ROAD FOR 0.3 MILE TO A FENCE CORNER AND THE STATION
 HG0157'ON THE RIGHT, 288 FEET SOUTH OF THE PAVED ROAD.
 HG0157'
 HG0157'STATION MARKS ARE STANDARD DISKS STAMPED LAMB 1962.  THE SURFACE
 HG0157'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HG0157'OF THE GROUND.  IT IS 288 FEET SOUTH OF THE CENTER OF THE
 HG0157'PAVED ROAD, 123 FEET SOUTH OF A CORNER FENCE POST AND 3.4 FEET
 HG0157'WEST OF A METAL WITNESS POST IN A FENCE LINE.  THE UNDERGROUND
 HG0157'DISK IS SET 27 INCHES BELOW THE SURFACE IN AN IRREGULAR MASS
 HG0157'OF CONCRETE.
 HG0157'
 HG0157'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAMB NO 1 1962,
 HG0157'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HG0157'56.5 FEET SOUTH OF THE WITNESS POST AND 1.5 FEET WEST OF THE
 HG0157'FENCE.
 HG0157'
 HG0157'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAMB NO 2 1962,
 HG0157'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HG0157'IT IS 79 FEET SOUTH OF THE CORNER FENCE POST, 43 FEET NORTH OF THE
 HG0157'METAL WITNESS POST AND 1.5 FEET WEST OF THE FENCE.
 HG0157'
 HG0157'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HG0157'
 HG0157'SUNNY MAY BE USED AS THE AZIMUTH MARK.
 HG0157
 HG0157                          STATION RECOVERY (1962)
 HG0157
 HG0157'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HG0157'1.9 MI S FROM RAGO.
 HG0157'1.5 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0157'AND SANTA FE RAILROAD STATION AT RAGO, THENCE 0.4 MILE EAST
 HG0157'ALONG A BLACKTOP ROAD, 288 FEET SOUTH OF THE CENTER OF THE
 HG0157'BLACKTOP ROAD, 123 FEET SOUTH OF A FENCE CORNER POST, 3.4 FEET
 HG0157'WEST OF A METAL WITNESS POST IN A FENCE LINE, SET IN THE
 HG0157'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HG0157
 HG0157                          STATION RECOVERY (1986)
 HG0157
 HG0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0773 ***********************************************************************
 KH0773  DESIGNATION -  LAMB
 KH0773  PID         -  KH0773
 KH0773  STATE/COUNTY-  KS/SHERIDAN
 KH0773  USGS QUAD   -  REXFORD NE (1979)
 KH0773
 KH0773                         *CURRENT SURVEY CONTROL
 KH0773  ___________________________________________________________________
 KH0773* NAD 83(1997)-  39 27 32.73529(N)    100 33 11.69594(W)     ADJUSTED  
 KH0773* NAVD 88     -       875.     (meters)    2871.     (feet)  SCALED    
 KH0773  ___________________________________________________________________
 KH0773  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 KH0773  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 KH0773
 KH0773  HORZ ORDER  -  THIRD
 KH0773
 KH0773.The horizontal coordinates were established by classical geodetic methods
 KH0773.and adjusted by the National Geodetic Survey in October 1998..
 KH0773
 KH0773.The orthometric height was scaled from a topographic map.
 KH0773
 KH0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0773
 KH0773.The geoid height was determined by GEOID03.
 KH0773
 KH0773;                    North         East     Units Scale Factor Converg.
 KH0773;SPC KS N     -   128,071.068   180,294.801   MT  0.99996345   -1 36 55.7
 KH0773;UTM  14      - 4,368,875.931   366,371.761   MT  0.99981985   -0 59 14.2
 KH0773
 KH0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0773!SPC KS N     -   0.99986659  x   0.99996345  =   0.99983004
 KH0773!UTM  14      -   0.99986659  x   0.99981985  =   0.99968646
 KH0773
 KH0773|---------------------------------------------------------------------|
 KH0773| PID    Reference Object                     Distance      Geod. Az  |
 KH0773|                                                           dddmmss.s |
 KH0773| CN9811 LAMB RM 1                            18.932 METERS 00433     |
 KH0773| CN9814 LAMB RM 4                            19.157 METERS 09111     |
 KH0773| CN9810 LAMB AZ MK                                         1802647.5 |
 KH0773| CN9812 LAMB RM 2                            12.897 METERS 27936     |
 KH0773| KH0810 SELDEN MUNICIPAL TANK               APPROX. 9.2 KM 3515306.1 |
 KH0773| CN9813 LAMB RM 3                            11.458 METERS 35930     |
 KH0773|---------------------------------------------------------------------|
 KH0773
 KH0773                          SUPERSEDED SURVEY CONTROL
 KH0773
 KH0773  NAD 83(1986)-  39 27 32.73890(N)    100 33 11.69858(W) AD(       ) 3
 KH0773  NAD 27      -  39 27 32.72100(N)    100 33 10.18200(W) AD(       ) 3
 KH0773
 KH0773.Superseded values are not recommended for survey control.
 KH0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0773.See file dsdata.txt to determine how the superseded data were derived.
 KH0773
 KH0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ6637268876(NAD 83)
 KH0773_MARKER: DS = TRIANGULATION STATION DISK
 KH0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0773
 KH0773  HISTORY     - Date     Condition        Report By
 KH0773  HISTORY     - 1950     MONUMENTED       CGS
 KH0773  HISTORY     - 1971     GOOD             NGS
 KH0773  HISTORY     - 1971     SEE DESCRIPTION  KSGS
 KH0773
 KH0773                          STATION DESCRIPTION
 KH0773
 KH0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0773'THE STATION IS LOCATED 7.0 MILES NORTH AND 6.0 MILES WEST OF
 KH0773'HOXIE AND 6.0 MILES SOUTH OF SELDEN.  IT IS 34.0 FEET WEST OF
 KH0773'THE CENTER OF A NORTH-SOUTH DIRT ROAD, 8.0 FEET SOUTHWEST OF
 KH0773'A FENCE CORNER AND 7.0 FEET SOUTH OF A WITNESS POST.  IT IS
 KH0773'STAMPED LAMB 1950 AND PROJECTS 3 INCHES.
 KH0773'
 KH0773'REFERENCE MARK NO. 1 IS 54.0 FEET NORTH OF A FENCE CORNER, 24.0
 KH0773'FEET WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD AND SET IN
 KH0773'A NORTH-SOUTH FENCE LINE.  IT IS STAMPED LAMB NO 1 1950 AND
 KH0773'PROJECTS 4 INCHES.
 KH0773'
 KH0773'REFERENCE MARK NO. 2 IS 40.0 FEET WEST OF A WITNESS POST AND
 KH0773'1.0 FOOT SOUTH OF A EAST-WEST FENCE LINE.  IT IS STAMPED LAMB
 KH0773'NO 2 1950 AND PROJECTS 3 INCHES.
 KH0773'
 KH0773'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 71.94 FEET.
 KH0773'
 KH0773'THE AZIMUTH MARK IS 57.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 KH0773'DIRT ROAD, 24.0 FEET NORTH OF THE CENTER OF A EAST-WEST DIRT
 KH0773'ROAD AND 1.0 FOOT NORTH OF A WITNESS POST.  IT IS STAMPED
 KH0773'LAMB 1950 AND PROJECTS 4 INCHES.
 KH0773'
 KH0773'TO REACH THE STATION FROM THE POST OFFICE IN HOXIE, GO NORTH
 KH0773'ON U.S. HIGHWAY NO. 24 AND STATE HIGHWAY NO. 23 FOR 0.3 MILE
 KH0773'TO WHERE U.S. HIGHWAY NO. 24 TURNS RIGHT, CONTINUE NORTH ON
 KH0773'STATE HIGHWAY NO. 23 FOR 5.1 MILES TO CROSSROAD.  TURN LEFT AND
 KH0773'GO WEST ON GRAVELED ROAD FOR 6.0 MILES TO CROSSROAD, TURN RIGHT
 KH0773'AND GO NORTH ON DIRT ROAD FOR 1.0 MILE TO CROSSROAD AND THE
 KH0773'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON DIRT
 KH0773'ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 KH0773
 KH0773                          STATION RECOVERY (1971)
 KH0773
 KH0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KH0773'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 KH0773'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0773'NO. 2 WERE FOUND DESTROYED BY ROAD CONSTRUCTION.  THE DIRECTION
 KH0773'BETWEEN THE SELDON, MUN. WATER TANK, 1950 AND THE AZIMUTH MARK
 KH0773'CHECKED.
 KH0773'
 KH0773'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE SET.
 KH0773'
 KH0773'FOLLOWING IS A NEW DESCRIPTION.
 KH0773'
 KH0773'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24
 KH0773'AND STATE HIGHWAY 23 AT HOXIE, GO NORTH ON STATE HIGHWAY 23
 KH0773'FOR 5.6 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 KH0773'GRAVELED ROAD FOR 6.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 KH0773'NORTH ON A DIRT ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT
 KH0773'AND THE AZIMUTH MARK.  CONTINUE NORTH ON THE DIRT ROAD FOR
 KH0773'0.5 MILE TO THE STATION ON THE RIGHT.
 KH0773'
 KH0773'STATION MARK, A STANDARD DISK STAMPED LAMB 1950, IS SET IN THE
 KH0773'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 KH0773'32 FEET WEST OF THE CENTER OF THE ROAD, 26 FEET SOUTH OF THE
 KH0773'CENTER OF A FIELD ENTRANCE, AND 1 FOOT NORTH OF A METAL WITNESS
 KH0773'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KH0773'
 KH0773'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LAMB 1950 NO. 3
 KH0773'1971, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KH0773'5 INCHES.  IT IS 33 FEET WEST OF THE CENTER OF THE ROAD AND 12
 KH0773'FEET NORTH OF THE CENTER OF A FIELD ENTRANCE.
 KH0773'
 KH0773'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED LAMB 1950 NO. 4
 KH0773'1971, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KH0773'4 INCHES.  IT IS 31 FEET EAST OF THE CENTER OF THE ROAD AND 12
 KH0773'FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE ON THE EAST SIDE
 KH0773'OF THE ROAD.
 KH0773'
 KH0773'AZIMUTH MARK, A STANDARD DISK STAMPED LAMB 1950, IS SET IN THE
 KH0773'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 KH0773'57 FEET WEST OF THE CENTER OF THE ROAD, 24 FEET NORTH OF THE
 KH0773'CENTER OF A DIRT ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST.
 KH0773'
 KH0773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 KH0773'MILES SOUTH OF SELDON.
 KH0773
 KH0773                          STATION RECOVERY (1971)
 KH0773
 KH0773'RECOVERY NOTE BY KANSAS GEODETIC SURVEY 1971 (EJB)
 KH0773'I DISCOVERED THESE TWO MARKERS LAYING IN THE GRADER DITCH WHILE
 KH0773'DOING CONSTRUCTION WORK ON THE ROAD.  THESE NOW CAN BE FOUND AT THE
 KH0773'HALF-MILE LINE ON THE WEST SIDE OF THE RIGHT-WAY BETWEEN SECTIONS 9
 KH0773'AND 10, T7, R 28 SHERIDAN COUNTY, KANSAS.
 KH0773'
 KH0773'NEAREST TOWN--HOXIE.
 KH0773'
 KH0773'DISTANCE AND DIRECTION FROM NEAREST TOWN 6MI. W. THENCE 7 1/2MI. N.
 KH0773'OF HOXIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0158 ***********************************************************************
 HG0158  DESIGNATION -  LAMB RM 1
 HG0158  PID         -  HG0158
 HG0158  STATE/COUNTY-  KS/KINGMAN
 HG0158  USGS QUAD   -  RAGO (1973)
 HG0158
 HG0158                         *CURRENT SURVEY CONTROL
 HG0158  ___________________________________________________________________
 HG0158* NAD 83(1986)-  37 25 39.     (N)    098 04 26.     (W)     SCALED    
 HG0158* NAVD 88     -       455.511  (meters)    1494.46   (feet)  ADJUSTED  
 HG0158  ___________________________________________________________________
 HG0158  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HG0158  DYNAMIC HT  -         455.132 (meters)    1493.21  (feet)  COMP
 HG0158  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 HG0158
 HG0158  VERT ORDER  -  SECOND    CLASS 0
 HG0158
 HG0158.The horizontal coordinates were scaled from a topographic map and have
 HG0158.an estimated accuracy of +/- 6 seconds.
 HG0158
 HG0158.The orthometric height was determined by differential leveling
 HG0158.and adjusted by the National Geodetic Survey in June 1991..
 HG0158
 HG0158.The geoid height was determined by GEOID03.
 HG0158
 HG0158.The dynamic height is computed by dividing the NAVD 88
 HG0158.geopotential number by the normal gravity value computed on the
 HG0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0158.degrees latitude (g = 980.6199 gals.).
 HG0158
 HG0158.The modeled gravity was interpolated from observed gravity values.
 HG0158
 HG0158;                    North         East    Units  Estimated Accuracy
 HG0158;SPC KS S     -   484,530.      437,710.      MT  (+/- 180 meters Scaled)
 HG0158
 HG0158                          SUPERSEDED SURVEY CONTROL
 HG0158
 HG0158  NGVD 29 (??/??/92)  455.369  (m)         1493.99   (f) ADJ UNCH    2 0
 HG0158
 HG0158.Superseded values are not recommended for survey control.
 HG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0158.See file dsdata.txt to determine how the superseded data were derived.
 HG0158
 HG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG819427(NAD 83)
 HG0158_MARKER: DR = REFERENCE MARK DISK
 HG0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0158_SP_SET: CONCRETE POST
 HG0158_STAMPING: LAMB NO 1 1962
 HG0158_MARK LOGO: CGS   
 HG0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0158+STABILITY: SURFACE MOTION
 HG0158
 HG0158  HISTORY     - Date     Condition        Report By
 HG0158  HISTORY     - 1962     MONUMENTED       CGS
 HG0158  HISTORY     - 1986     GOOD             NGS
 HG0158
 HG0158                          STATION DESCRIPTION
 HG0158
 HG0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HG0158'1.9 MI S FROM RAGO.
 HG0158'1.5 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0158'AND SANTA FE RAILROAD STATION AT RAGO, THENCE 0.4 MILE EAST ALONG
 HG0158'A BLACKTOP ROAD, 344 FEET SOUTH OF THE CENTER OF THE BLACKTOP
 HG0158'ROAD, 56.5 FEET SOUTH OF A METAL WITNESS POST, 55.8 FEET SOUTH
 HG0158'OF THE STATION LAMB 1962, 1.5 FEET WEST OF THE FENCE, SET IN
 HG0158'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET ABOVE THE
 HG0158'GROUND.
 HG0158
 HG0158                          STATION RECOVERY (1986)
 HG0158
 HG0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0156 ***********************************************************************
 HG0156  DESIGNATION -  LAMB RM 2
 HG0156  PID         -  HG0156
 HG0156  STATE/COUNTY-  KS/KINGMAN
 HG0156  USGS QUAD   -  RAGO (1973)
 HG0156
 HG0156                         *CURRENT SURVEY CONTROL
 HG0156  ___________________________________________________________________
 HG0156* NAD 83(1986)-  37 25 39.     (N)    098 04 26.     (W)     SCALED    
 HG0156* NAVD 88     -       455.606  (meters)    1494.77   (feet)  ADJUSTED  
 HG0156  ___________________________________________________________________
 HG0156  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HG0156  DYNAMIC HT  -         455.226 (meters)    1493.52  (feet)  COMP
 HG0156  MODELED GRAV-     979,783.0   (mgal)                       NAVD 88
 HG0156
 HG0156  VERT ORDER  -  SECOND    CLASS 0
 HG0156
 HG0156.The horizontal coordinates were scaled from a topographic map and have
 HG0156.an estimated accuracy of +/- 6 seconds.
 HG0156
 HG0156.The orthometric height was determined by differential leveling
 HG0156.and adjusted by the National Geodetic Survey in June 1991..
 HG0156
 HG0156.The geoid height was determined by GEOID03.
 HG0156
 HG0156.The dynamic height is computed by dividing the NAVD 88
 HG0156.geopotential number by the normal gravity value computed on the
 HG0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0156.degrees latitude (g = 980.6199 gals.).
 HG0156
 HG0156.The modeled gravity was interpolated from observed gravity values.
 HG0156
 HG0156;                    North         East    Units  Estimated Accuracy
 HG0156;SPC KS S     -   484,530.      437,710.      MT  (+/- 180 meters Scaled)
 HG0156
 HG0156                          SUPERSEDED SURVEY CONTROL
 HG0156
 HG0156  NGVD 29 (??/??/92)  455.464  (m)         1494.30   (f) ADJ UNCH    2 0
 HG0156
 HG0156.Superseded values are not recommended for survey control.
 HG0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0156.See file dsdata.txt to determine how the superseded data were derived.
 HG0156
 HG0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG819427(NAD 83)
 HG0156_MARKER: DR = REFERENCE MARK DISK
 HG0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0156_SP_SET: CONCRETE POST
 HG0156_STAMPING: LAMB NO 2 1962
 HG0156_MARK LOGO: CGS   
 HG0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0156+STABILITY: SURFACE MOTION
 HG0156
 HG0156  HISTORY     - Date     Condition        Report By
 HG0156  HISTORY     - 1962     MONUMENTED       CGS
 HG0156  HISTORY     - 1986     GOOD             NGS
 HG0156
 HG0156                          STATION DESCRIPTION
 HG0156
 HG0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HG0156'1.9 MI S FROM RAGO.
 HG0156'1.5 MILES SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0156'AND SANTA FE RAILROAD STATION AT RAGO, THENCE 0.4 MILE EAST
 HG0156'ALONG A BLACKTOP ROAD, 245 FEET SOUTH OF THE CENTER OF THE
 HG0156'BLACKTOP ROAD, 79 FEET SOUTH OF THE FENCE CORNER POST, 43.8
 HG0156'FEET NORTH OF THE STATION LAMB 1962, 43 FEET NORTH OF A METAL
 HG0156'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HG0156'0.2 FEET ABOVE THE GROUND.
 HG0156
 HG0156                          STATION RECOVERY (1986)
 HG0156
 HG0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1933 ***********************************************************************
 JE1933  DESIGNATION -  LANCASTER
 JE1933  PID         -  JE1933
 JE1933  STATE/COUNTY-  KS/MIAMI
 JE1933  USGS QUAD   -  FONTANA (1978)
 JE1933
 JE1933                         *CURRENT SURVEY CONTROL
 JE1933  ___________________________________________________________________
 JE1933* NAD 83(1997)-  38 26 50.98034(N)    094 46 08.56621(W)     ADJUSTED  
 JE1933* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 JE1933  ___________________________________________________________________
 JE1933  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 JE1933  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JE1933
 JE1933  HORZ ORDER  -  SECOND
 JE1933
 JE1933.The horizontal coordinates were established by classical geodetic methods
 JE1933.and adjusted by the National Geodetic Survey in October 1998..
 JE1933
 JE1933.The orthometric height was scaled from a topographic map.
 JE1933
 JE1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1933
 JE1933.The geoid height was determined by GEOID03.
 JE1933
 JE1933;                    North         East     Units Scale Factor Converg.
 JE1933;SPC KS S     -   604,165.502   725,603.666   MT  0.99997860   +2 17 34.0
 JE1933;UTM  15      - 4,256,949.503   345,625.400   MT  0.99989349   -1 06 00.7
 JE1933
 JE1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1933!SPC KS S     -   0.99995949  x   0.99997860  =   0.99993809
 JE1933!UTM  15      -   0.99995949  x   0.99989349  =   0.99985299
 JE1933
 JE1933|---------------------------------------------------------------------|
 JE1933| PID    Reference Object                     Distance      Geod. Az  |
 JE1933|                                                           dddmmss.s |
 JE1933| CN6558 LANCASTER RM 1                       65.176 METERS 27544     |
 JE1933| CN6557 LANCASTER AZ MK                                    3500527.4 |
 JE1933| CN6559 LANCASTER RM 2                       40.368 METERS 35126     |
 JE1933|---------------------------------------------------------------------|
 JE1933
 JE1933                          SUPERSEDED SURVEY CONTROL
 JE1933
 JE1933  NAD 83(1986)-  38 26 50.98808(N)    094 46 08.56540(W) AD(       ) 2
 JE1933  NAD 27      -  38 26 50.92500(N)    094 46 07.71200(W) AD(       ) 2
 JE1933
 JE1933.Superseded values are not recommended for survey control.
 JE1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1933.See file dsdata.txt to determine how the superseded data were derived.
 JE1933
 JE1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC4562556950(NAD 83)
 JE1933_MARKER: DS = TRIANGULATION STATION DISK
 JE1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1933
 JE1933  HISTORY     - Date     Condition        Report By
 JE1933  HISTORY     - 1948     MONUMENTED       CGS
 JE1933  HISTORY     - 1970     GOOD             NGS
 JE1933
 JE1933                          STATION DESCRIPTION
 JE1933
 JE1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1933'THE STATION IS LOCATED ABOUT 2.0 MILES WEST AND 1.0 MILE
 JE1933'SOUTH OF NEW LANCASTER, 246 FEET EAST OF THE CENTER OF A
 JE1933'GRAVELED ROAD, 144 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JE1933'FARM HOUSE, 78 FEET SOUTH-SOUTHWEST OF A WELL, 65.3 FEET
 JE1933'SOUTH-SOUTHWEST OF A CEDAR TREE, 21 FEET SOUTHEAST OF THE CENTER
 JE1933'OF A FARM DRIVE, AND 15 FEET NORTHWEST OF A FENCE CORNER.  IT IS
 JE1933'SET FLUSH WITH THE GROUND AND IS STAMPED LANCASTER 1948.
 JE1933'
 JE1933'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE CENTER OF A GRAVELED
 JE1933'ROAD AND 2.0 FEET SOUTH OF A POWER LINE POLE.  IT PROJECTS 2
 JE1933'INCHES AND IS STAMPED LANCASTER NO. 1 1948.
 JE1933'
 JE1933'REFERENCE MARK NO. 2 IS 4.5 FEET EAST OF THE SOUTHEAST CORNER
 JE1933'OF A GARAGE AND IS SET FLUSH WITH THE GROUND.  IT IS STAMPED
 JE1933'LANCASTER NO. 2 1948.
 JE1933'
 JE1933'AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND
 JE1933'8.0 FEET SOUTH OF A CHOKE-CHERRY TREE.  IT PROJECTS 4 INCHES
 JE1933'AND IS STAMPED LANCASTER 1948.
 JE1933'
 JE1933'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN OF
 JE1933'NEW LANCASTER, GO WEST ON A GRAVELED ROAD FOR 1.9 MILES TO A
 JE1933'CROSSROAD, TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A POINT
 JE1933'WHERE THE MAIN ROAD TURNS WEST, TUNR LEFT AND GO EAST ON A
 JE1933'FARM DRIVE FOR 246 FEET TO THE STATION AS DESCRIBED.
 JE1933'
 JE1933'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST 246 FEET,
 JE1933'TURN RIGHT AND GO NORTH FOR 0.3 MILE TO THE MARK ON THE LEFT.
 JE1933'
 JE1933'AN 87 FOOT SIGNAL AT JINGO IS VISIBLE AT 30 FEET.
 JE1933'
 JE1933'A 74 FOOT SIGNAL AT DAVIS IS VISIBLE AT 10 FEET.
 JE1933'
 JE1933'A 74 FOOT SIGNAL AT FONTANA IS VISIBLE AT 4 FEET.
 JE1933'
 JE1933'AN 87 FOOT SIGNAL AT WEA IS VISIBLE AT 30 FEET.
 JE1933'
 JE1933'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1933
 JE1933                          STATION RECOVERY (1970)
 JE1933
 JE1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1933'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JE1933'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED EXCEPT A NEW
 JE1933'HOUSE HAS BEEN BUILT NEAR THE SITE OF THE OLD HOUSE MENTION
 JE1933'IN THE ORIGINAL DESCRIPTION AND A NEW ADDITION HAS BEEN BUILT ON
 JE1933'THE OLD GARAGE AT THE SITE OF REFERENCE MARK NO. 2 AND THE
 JE1933'MARK IS IN THE CENTER OF THE EAST OPENING OF THE OLD GARAGE.
 JE1933'THE DISCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1933'
 JE1933'STATION IS 48 FEET WEST-NORTHWEST OF A CORNER FENCE POST.
 JE1933'
 JE1933'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JE1933'THE MARK IS OBSTRUCTED BY FARM BUILDINGS AND WILL TAKE ABOUT A 15
 JE1933'FOOT TRIPOD AT THE STATION TO SEE THE AZIMUTH MARK.
 JE1933'
 JE1933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2.0
 JE1933'MILES WEST AND 1.0 MILE SOUTH OF NEW LANCASTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1698 ***********************************************************************
 JE1698  DESIGNATION -  LANE
 JE1698  PID         -  JE1698
 JE1698  STATE/COUNTY-  KS/FRANKLIN
 JE1698  USGS QUAD   -  GARNETT NW (1983)
 JE1698
 JE1698                         *CURRENT SURVEY CONTROL
 JE1698  ___________________________________________________________________
 JE1698* NAD 83(1997)-  38 29 30.94271(N)    095 08 17.83164(W)     ADJUSTED  
 JE1698* NAVD 88     -       322.77   (+/-2cm)    1059.0    (feet)  VERTCON   
 JE1698  ___________________________________________________________________
 JE1698  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 JE1698  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JE1698
 JE1698  HORZ ORDER  -  SECOND
 JE1698  VERT ORDER  -  THIRD ? (See Below)
 JE1698
 JE1698.The horizontal coordinates were established by classical geodetic methods
 JE1698.and adjusted by the National Geodetic Survey in October 1998..
 JE1698
 JE1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1698.The vertical order pertains to the NGVD 29 superseded value.
 JE1698
 JE1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1698
 JE1698.The geoid height was determined by GEOID03.
 JE1698
 JE1698;                    North         East     Units Scale Factor Converg.
 JE1698;SPC KS S     -   607,868.909   693,216.658   MT  0.99998607   +2 03 57.1
 JE1698;UTM  15      - 4,262,564.222   313,515.302   MT  1.00002829   -1 19 52.5
 JE1698
 JE1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1698!SPC KS S     -   0.99995434  x   0.99998607  =   0.99994041
 JE1698!UTM  15      -   0.99995434  x   1.00002829  =   0.99998263
 JE1698
 JE1698|---------------------------------------------------------------------|
 JE1698| PID    Reference Object                     Distance      Geod. Az  |
 JE1698|                                                           dddmmss.s |
 JE1698| CL4705 LANE RM 3                            22.311 METERS 04514     |
 JE1698| CL4703 LANE RM 1                            18.016 METERS 10041     |
 JE1698| CL4706 LANE RM 4                            32.650 METERS 17428     |
 JE1698| CL4704 LANE RM 2                            27.730 METERS 18131     |
 JE1698| JE1725 WILLIAMSBURG MUN TANK               APPROX.28.6 KM 2670623.8 |
 JE1698| CL4702 LANE AZ MK                                         2691340.7 |
 JE1698| JE1669 CHIPPEWA COMMUNITY TANK             APPROX.22.3 KM 2894539.2 |
 JE1698| JE1667 OTTAWA RWD NO 4 STANDPIPE           APPROX.15.2 KM 3021516.4 |
 JE1698| JE1649 OTTAWA RWD NO 2 TANK                APPROX.10.2 KM 3075753.0 |
 JE1698|---------------------------------------------------------------------|
 JE1698
 JE1698                          SUPERSEDED SURVEY CONTROL
 JE1698
 JE1698  NAD 83(1986)-  38 29 30.95031(N)    095 08 17.83421(W) AD(       ) 2
 JE1698  NAD 27      -  38 29 30.89800(N)    095 08 16.94300(W) AD(       ) 2
 JE1698  NGVD 29 (07/19/86)  322.64   (m)         1058.5    (f) LEVELING    3  
 JE1698
 JE1698.Superseded values are not recommended for survey control.
 JE1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1698.See file dsdata.txt to determine how the superseded data were derived.
 JE1698
 JE1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC1351562564(NAD 83)
 JE1698_MARKER: DS = TRIANGULATION STATION DISK
 JE1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1698
 JE1698  HISTORY     - Date     Condition        Report By
 JE1698  HISTORY     - 1948     MONUMENTED       CGS
 JE1698  HISTORY     - 1970     GOOD             NGS
 JE1698  HISTORY     - 1974     GOOD             NGS
 JE1698  HISTORY     - 19870318 GOOD             LOCSUR
 JE1698
 JE1698                          STATION DESCRIPTION
 JE1698
 JE1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1698'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHEAST OF OTTAWA, 4.5
 JE1698'MILES NORTHWEST OF LANE, 59 FEET NORTHWEST OF THE CENTER
 JE1698'OF INTERSECTION OF A CROSSROAD, 49 FEET NORTH OF THE CENTER
 JE1698'OF A GRAVELED ROAD, AND 32 FEET WEST OF THE CENTER OF A GRAVELED
 JE1698'ROAD.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED LANE 1948.
 JE1698'
 JE1698'REFERENCE MARK NO. 1 IS 48 FEET NORTHEAST OF THE CENTER OF
 JE1698'INTERSECTION OF A CROSSROAD AND 27 FEET EAST OF THE CENTER OF
 JE1698'A GRAVELED ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED LANE NO 1
 JE1698'1948.
 JE1698'
 JE1698'REFERENCE MARK NO. 2 IS 55 FEET SOUTHWEST OF THE CENTER OF
 JE1698'INTERSECTION OF A CROSSROAD AND 45 FEET SOUTH OF THE CENTER OF
 JE1698'A GRAVELED ROAD.  IT PROJECTS 3 INCHES AND IS STAMPED LANE NO 2
 JE1698'1948.
 JE1698'
 JE1698'AZIMUTH MARK IS DIRECTLY ACROSS THE ROAD FROM A FARM HOUSE,
 JE1698'32.5 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, AND 2 FEET
 JE1698'EAST OF A WITNESS POST.
 JE1698'
 JE1698'TO REACH THE STATION FROM THE COURTHOUSE IN OTTAWA, GO SOUTH ON
 JE1698'U.S. HIGHWAY 59 FOR 8.6 MILES TO A CROSSROAD AND A CEMETERY ON
 JE1698'THE RIGHT, TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 7.3 MILES TO
 JE1698'A CROSSROAD AND THE STATION ON THE LEFT.
 JE1698'
 JE1698'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.65 MILE
 JE1698'TO THE MARK ON THE LEFT.
 JE1698'
 JE1698'A 74 FOOT SIGNAL AT OSA IS VISIBLE AT 15 FEET.
 JE1698'
 JE1698'A 100 FOOT SIGNAL AT GREELEY IS VISIBLE AT 15 FEET.
 JE1698'
 JE1698'A 74 FOOT SIGNAL AT SUGAR IS VISIBLE AT 15 FEET.
 JE1698'
 JE1698'A 113 FOOT SIGNAL AT WELLA IS VISIBLE AT 4 FEET.
 JE1698'
 JE1698'A 74 FOOT SIGNAL AT TAPLEY IS VISIBLE AT 15 FEET.
 JE1698'
 JE1698'AN 87 FOOT SIGNAL AT RANSOM IS VISIBLE AT 15 FEET.
 JE1698'
 JE1698'A 74 FOOT SIGNAL AT BURLINGTON IS VISIBLE AT 37 FEET.
 JE1698'
 JE1698'A 74 FOOT SIGNAL AT NORWOOD IS VISIBLE AT 77 FEET.
 JE1698'
 JE1698'A 74 FOOT SIGNAL AT RANTOUL IS VISIBLE AT 64 FEET.
 JE1698'
 JE1698'A 74 FOOT SIGNAL AT WELLS IS VISIBLE AT 77 FEET.
 JE1698'
 JE1698'AN 87 FOOT SIGNAL AT STANTON IS VISIBLE AT 64 FEET.
 JE1698'
 JE1698'A 4 FOOT SIGNAL AT MAGNETIC IS VISIBLE AT 77 FEET.
 JE1698'
 JE1698'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JE1698
 JE1698                          STATION RECOVERY (1970)
 JE1698
 JE1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1698'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1698'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JE1698'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1698'
 JE1698'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 JE1698'
 JE1698'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JE1698'
 JE1698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 JE1698'NORTHWEST OF LANE.
 JE1698
 JE1698                          STATION RECOVERY (1974)
 JE1698
 JE1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1698'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 JE1698'GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH MARK CHECKED.
 JE1698'REFERENCE MARK 1 WAS LOOSE AND DESTROYED, REFERENCE MARK 2 WAS
 JE1698'BROKEN OFF AT THE TOP AND WAS DESTROYED.  REFERENCE MARKS 3 AND 4
 JE1698'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 JE1698'
 JE1698'THE STATION IS ABOUT 4 MILES NORTHWEST OF LANE, 9 MILES SOUTHEAST OF
 JE1698'OTTAWA AND IS ON HIGHWAY RIGHT-OF-WAY IN THE SOUTHEAST CORNER OF
 JE1698'SEC 12, R 20 E, T 18 S.
 JE1698'
 JE1698'TO REACH THE STATION FROM THE POST OFFICE IN PRINCETON, GO NORTH ON
 JE1698'GALVESTON STREET FOR 0.25 MILE TO A T INTERSECTION.  TURN RIGHT AND
 JE1698'GO EAST ON JOHN BROWN HIGHWAY FOR 0.4 MILE TO THE JUNCTION WITH
 JE1698'U.S. HIGHWAY 59.  CONTINUE EAST ON JOHN BROWN HIGHWAY FOR 6.3
 JE1698'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON JOHN
 JE1698'BROWN HIGHWAY FOR 0.6 MILE TO THE CREST OF A HILL AND A
 JE1698'CROSSROAD AND THE STATION ON THE LEFT.
 JE1698'
 JE1698'STATION MARK IS A STANDARD DISK, STAMPED LANE 1948, SET IN THE TOP
 JE1698'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JE1698'GROUND.  IT IS 1.5 FEET SOUTH OF A METAL WITNESS POST, 32.0 FEET
 JE1698'WEST OF THE CENTER OF A GRAVELED ROAD AND 48.0 FEET NORTH OF THE
 JE1698'CENTER OF JOHN BROWN HIGHWAY.
 JE1698'
 JE1698'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LANE 1948 NO 3 1974,
 JE1698'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JE1698'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1.0 FEET NORTH-NORTHWEST
 JE1698'OF POWERLINE POLE NUMBER HV 71, 7.5 FEET WEST OF A FENCE AND 20.5
 JE1698'FEET EAST OF THE CENTER OF A GRAVELED ROAD.
 JE1698'
 JE1698'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED LANE 1948 NO 4 1974,
 JE1698'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JE1698'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1.0 FEET EAST OF A LARGE
 JE1698'GATE POST, 22.5 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND
 JE1698'58.5 FEET SOUTH OF THE CENTER OF JOHN BROWN HIGHWAY.
 JE1698'
 JE1698'AZIMUTH MARK IS A STANDARD DISK, STAMPED LANE 1948, SET IN THE TOP
 JE1698'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE
 JE1698'THE GROUND.  IT IS 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, 32.5
 JE1698'FEET SOUTH OF THE CENTER OF JOHN BROWN HIGHWAY AND AT THE NORTH
 JE1698'EDGE OF A CULTIVATED FIELD.
 JE1698'
 JE1698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 JE1698'OF LANE.
 JE1698'
 JE1698'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 FEET.
 JE1698
 JE1698                          STATION RECOVERY (1987)
 JE1698
 JE1698'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (LJB)
 JE1698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1456 ***********************************************************************
 JF1456  DESIGNATION -  LANE
 JF1456  PID         -  JF1456
 JF1456  STATE/COUNTY-  KS/GEARY
 JF1456  USGS QUAD   -  WHITE CITY NE (1971)
 JF1456
 JF1456                         *CURRENT SURVEY CONTROL
 JF1456  ___________________________________________________________________
 JF1456* NAD 83(1997)-  38 56 06.62284(N)    096 32 19.02699(W)     ADJUSTED  
 JF1456* NAVD 88     -       460.     (meters)    1509.     (feet)  SCALED    
 JF1456  ___________________________________________________________________
 JF1456  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 JF1456  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 JF1456
 JF1456  HORZ ORDER  -  SECOND
 JF1456
 JF1456.The horizontal coordinates were established by classical geodetic methods
 JF1456.and adjusted by the National Geodetic Survey in October 1998..
 JF1456
 JF1456.The orthometric height was scaled from a topographic map.
 JF1456
 JF1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1456
 JF1456.The geoid height was determined by GEOID03.
 JF1456
 JF1456;                    North         East     Units Scale Factor Converg.
 JF1456;SPC KS N     -    67,832.956   526,700.595   MT  0.99997193   +0 55 28.7
 JF1456;UTM  14      - 4,312,463.542   713,343.617   MT  1.00016049   +1 32 50.7
 JF1456
 JF1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1456!SPC KS N     -   0.99993250  x   0.99997193  =   0.99990443
 JF1456!UTM  14      -   0.99993250  x   1.00016049  =   1.00009298
 JF1456
 JF1456|---------------------------------------------------------------------|
 JF1456| PID    Reference Object                     Distance      Geod. Az  |
 JF1456|                                                           dddmmss.s |
 JF1456| CL4708 LANE RM 1                             9.020 METERS 00551     |
 JF1456| KF1038 MANHATTAN M W PIPE MICROWAVE        APPROX.11.2 KM 0213530.3 |
 JF1456| JF1365 ALTA VISTA MUNICIPAL TANK           APPROX. 8.9 KM 1502547.3 |
 JF1456| CL4707 LANE AZ MK                                         1815819.4 |
 JF1456| CL4709 LANE RM 2                            15.480 METERS 27311     |
 JF1456|---------------------------------------------------------------------|
 JF1456
 JF1456                          SUPERSEDED SURVEY CONTROL
 JF1456
 JF1456  NAD 83(1986)-  38 56 06.63043(N)    096 32 19.02553(W) AD(       ) 2
 JF1456  NAD 27      -  38 56 06.62697(N)    096 32 18.02156(W) AD(       ) 2
 JF1456
 JF1456.Superseded values are not recommended for survey control.
 JF1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1456.See file dsdata.txt to determine how the superseded data were derived.
 JF1456
 JF1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1334412464(NAD 83)
 JF1456_MARKER: DS = TRIANGULATION STATION DISK
 JF1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1456
 JF1456  HISTORY     - Date     Condition        Report By
 JF1456  HISTORY     - 1956     MONUMENTED       CGS
 JF1456  HISTORY     - 1968     GOOD             CGS
 JF1456
 JF1456                          STATION DESCRIPTION
 JF1456
 JF1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1456'THE STATION IS ABOUT 7 MILES NORTH OF DWIGHT AND 6 MILES NORTHWEST
 JF1456'OF ALTA VISTA.  IT IS ON THE EAST SIDE OF A DIRT ROAD AND IS ON
 JF1456'HIGHWAY RIGHT-OF-WAY.  IT IS 23 FEET EAST OF THE CENTER LINE
 JF1456'OF THE DIRT ROAD, 16 FEET SOUTH OF A FARM LANE AND 3 FEET
 JF1456'SOUTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 JF1456'THE DISK IS STAMPED LANE 1956.
 JF1456'
 JF1456'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13
 JF1456'AND 4 JUST SOUTH OF ALTA VISTA, GO NORTH AND EAST ON HIGHWAY
 JF1456'13 FOR 1.1 MILES, PASSING THROUGH ALTA VISTA, TO THE END OF THE
 JF1456'PAVEMENT.  CONTINUE NORTH FOR 0.1 MILE ON THE GRAVEL ROAD TO A
 JF1456'RAILROAD OVERPASS.  CONTINUE AHEAD ON THE GRAVEL ROAD FOR 0.5
 JF1456'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON THE
 JF1456'GRAVEL ROAD FOR 1.45 MILES TO A T ROAD.  TURN RIGHT AND GO
 JF1456'NORTH ON HIGHWAY 13 FOR 0.55 MILE TO THE END OF THE GRAVEL ROAD
 JF1456'AND THE START OF THE PAVEMENT.  CONTINUE NORTH ON THE PAVEMENT
 JF1456'FOR 1.95 MILES TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT AND GO
 JF1456'WEST ON THE GRAVEL ROAD FOR 0.95 MILE TO A DIRT T ROAD.  TURN
 JF1456'RIGHT AND GO NORTH ON THE DIRT ROAD FOR 1.25 MILES TO THE
 JF1456'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTH ON THE
 JF1456'DIRT ROAD FOR 0.3 MILE TO A FARM LANE ON THE RIGHT AND THE
 JF1456'STATION AS DESCRIBED.
 JF1456'
 JF1456'REFERENCE MARK 1 IS 27 FEET EAST OF THE CENTER LINE OF THE DIRT
 JF1456'ROAD, 13 FEET NORTH OF THE CENTER LINE OF THE FARM LANE AND 4
 JF1456'FEET EAST OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS
 JF1456'STAMPED LANE NO 1 1956.
 JF1456'
 JF1456'REFERENCE MARK 2 IS 25 FEET WEST OF THE CENTER LINE OF THE DIRT
 JF1456'ROAD, 4 FEET WEST OF A FENCE CORNER AND 3 FEET SOUTHWEST OF A
 JF1456'POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED LANE
 JF1456'NO 2 1956.
 JF1456'
 JF1456'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER LINE OF THE DIRT
 JF1456'ROAD, 19 FEET SOUTH OF A FARM LANE, 5 FEET SOUTHEAST OF A POWER
 JF1456'POLE, 3 FEET SOUTHEAST OF A WHITE WITNESS POST AND 2 FEET EAST
 JF1456'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JF1456'LANE 1956.
 JF1456'
 JF1456'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JF1456
 JF1456                          STATION RECOVERY (1968)
 JF1456
 JF1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1456'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JF1456'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JF1456'CONDITION.  A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE
 JF1456'STATION MARK.  A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE
 JF1456'AZIMUTH MARK.
 JF1456'
 JF1456'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 177
 JF1456'WHICH IS ABOUT 1 MILE SOUTHWEST OF ALTA VISTA, GO NORTH ON
 JF1456'HIGHWAY 177 FOR 4.35 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 JF1456'AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A T-INTERSECTION.
 JF1456'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.3 MILES TO A
 JF1456'FARM LANE ON THE LEFT AND THE AZIMUTH MARK SOUTH OF THE LANE.
 JF1456'CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A FARM
 JF1456'LANE AND THE STATION ON THE RIGHT.
 JF1456'
 JF1456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES
 JF1456'NORTHWEST OF ALTA VISTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0962 ***********************************************************************
 HG0962  DESIGNATION -  LANE
 HG0962  PID         -  HG0962
 HG0962  STATE/COUNTY-  KS/FORD
 HG0962  USGS QUAD   -  TURKEY CREEK (1979)
 HG0962
 HG0962                         *CURRENT SURVEY CONTROL
 HG0962  ___________________________________________________________________
 HG0962* NAD 83(1997)-  37 29 49.88070(N)    099 36 40.58960(W)     ADJUSTED  
 HG0962* NAVD 88     -       752.9    (meters)    2470.     (feet)  VERTCON   
 HG0962  ___________________________________________________________________
 HG0962  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 HG0962  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 HG0962
 HG0962  HORZ ORDER  -  FIRST
 HG0962  VERT ORDER  -  THIRD ? (See Below)
 HG0962
 HG0962.The horizontal coordinates were established by classical geodetic methods
 HG0962.and adjusted by the National Geodetic Survey in October 1998..
 HG0962
 HG0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0962.The vertical order pertains to the NGVD 29 superseded value.
 HG0962
 HG0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0962
 HG0962.The geoid height was determined by GEOID03.
 HG0962
 HG0962;                    North         East     Units Scale Factor Converg.
 HG0962;SPC KS S     -   492,760.919   301,737.335   MT  0.99996268   -0 40 58.5
 HG0962;UTM  14      - 4,150,204.948   445,967.074   MT  0.99963596   -0 22 19.6
 HG0962
 HG0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0962!SPC KS S     -   0.99988606  x   0.99996268  =   0.99984874
 HG0962!UTM  14      -   0.99988606  x   0.99963596  =   0.99952206
 HG0962
 HG0962|---------------------------------------------------------------------|
 HG0962| PID    Reference Object                     Distance      Geod. Az  |
 HG0962|                                                           dddmmss.s |
 HG0962| CK9230 LANE RM 1                            20.638 METERS 06349     |
 HG0962| HG0918 MULLINVILLE MICROWAVE KAM 48        APPROX.13.5 KM 0711442.5 |
 HG0962| CK9231 LANE RM 2                            14.873 METERS 16944     |
 HG0962| CK9229 LANE AZ MK                                         2705909.3 |
 HG0962| HG1010 BUCKLIN MUN WATER TANK              APPROX. 6.2 KM 3401805.2 |
 HG0962| HG1009 BUCKLIN CO OP GRAIN ELEVATOR        APPROX. 6.4 KM 3435625.4 |
 HG0962|---------------------------------------------------------------------|
 HG0962
 HG0962                          SUPERSEDED SURVEY CONTROL
 HG0962
 HG0962  NAD 83(1997)-  37 29 49.88828(N)    099 36 40.58967(W) AD(       ) 1
 HG0962  NAD 83(1986)-  37 29 49.88231(N)    099 36 40.58606(W) AD(       ) 1
 HG0962  NAD 27      -  37 29 49.80643(N)    099 36 39.14445(W) AD(       ) 1
 HG0962  NGVD 29 (07/19/86)  752.6    (m)         2469.     (f) LEVELING    3  
 HG0962
 HG0962.Superseded values are not recommended for survey control.
 HG0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0962.See file dsdata.txt to determine how the superseded data were derived.
 HG0962
 HG0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG4596750205(NAD 83)
 HG0962_MARKER: DS = TRIANGULATION STATION DISK
 HG0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0962
 HG0962  HISTORY     - Date     Condition        Report By
 HG0962  HISTORY     - 1961     MONUMENTED       CGS
 HG0962  HISTORY     - 1964     GOOD             CGS
 HG0962  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 HG0962
 HG0962                          STATION DESCRIPTION
 HG0962
 HG0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0962'THE STATION IS ABOUT 12-1/4 MILES SOUTHWEST OF MULLINVILLE, 3-1/2
 HG0962'MILES SOUTH AND 1 MILE EAST OF BUCKLIN, IN THE NORTHEAST CORNER OF
 HG0962'THE NORTHEAST QUARTER OF SECTION 28, T 29 S, R 21 W, AND ON
 HG0962'PROPERTY OWNED BY MR. L.R. LANE.
 HG0962'
 HG0962'TO REACH THE STATION FROM THE POST OFFICE IN BUCKLIN, GO SOUTH ON
 HG0962'STATE HIGHWAY 34 FOR 3.65 MILES TO A CROSSROAD.  TURN LEFT, EAST, ON
 HG0962'A DIRT ROAD FOR 0.25 MILE AND THE AZIMUTH MARK ON THE LEFT.
 HG0962'CONTINUE EAST ON THE DIRT ROAD FOR 0.75 MILE TO A CROSSROAD AND
 HG0962'THE STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 HG0962'
 HG0962'STATION MARKS ARE STANDARD DISKS STAMPED LANE 1961.  THE SURFACE DISK
 HG0962'IS SET IN A SQUARE CONCRETE POST 24 INCHES BELOW THE SURFACE OF THE
 HG0962'GROUND.  IT IS 80 FEET SOUTHWEST OF THE CENTER OF THE CROSSROADS,
 HG0962'74 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 69 FEET WEST OF A
 HG0962'POWER POLE AND 35 FEET WEST OF A DIRT ROAD.  THE UNDERGROUND DISK
 HG0962'IS SET IN AN IRREGULAR MASS OF CONCRETE 43 INCHES BELOW THE SURFACE
 HG0962'OF THE GROUND.
 HG0962'
 HG0962'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LANE NO 1 1961, IS SET
 HG0962'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 43 FEET
 HG0962'SOUTH OF THE CENTER OF A DIRT ROAD, 28 FEET EAST OF THE CENTER OF
 HG0962'THE DIRT ROAD, 2 FEET SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT
 HG0962'SOUTH OF THE POWER POLE.
 HG0962'
 HG0962'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LANE NO 2 1961, IS SET
 HG0962'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 26 FEET
 HG0962'WEST OF THE CENTER OF THE DIRT ROAD AND 1 FOOT NORTH OF A TELEPHONE
 HG0962'POLE.
 HG0962'
 HG0962'AZIMUTH MARK, A STANDARD DISK STAMPED LANE 1961, IS SET IN A SQUARE
 HG0962'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 34 FEET NORTH OF THE
 HG0962'CENTER OF THE DIRT ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST AND
 HG0962'1.5 FEET EAST OF A POWER POLE.
 HG0962'
 HG0962'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HG0962'
 HG0962'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HG0962
 HG0962                          STATION RECOVERY (1964)
 HG0962
 HG0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0962'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH MARK
 HG0962'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE DISTANCES
 HG0962'AND DIRECTIONS TO REFERENCE MARKS NOS. 1 AND 2 WERE VERIFIED.  THE
 HG0962'DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 HG0962'
 HG0962'THE TO REACH IS ENTIRELY ADEQUATE.
 HG0962'
 HG0962'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 HG0962
 HG0962                          STATION RECOVERY (1983)
 HG0962
 HG0962'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983 (HM)
 HG0962'TRI STA LANE WAS NO-USE-TWO REFERENCE MARKS WAS FOUND IN ATTEMPT WAS
 HG0962'MADE TO RECOVERED THE STATION BUT NOTHING WAS FOUND WHEAT PLOWED
 HG0962'MIGHT HAD DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0816 ***********************************************************************
 HG0816  DESIGNATION -  LANGDON
 HG0816  PID         -  HG0816
 HG0816  STATE/COUNTY-  KS/RENO
 HG0816  USGS QUAD   -  LANGDON (1971)
 HG0816
 HG0816                         *CURRENT SURVEY CONTROL
 HG0816  ___________________________________________________________________
 HG0816* NAD 83(1997)-  37 48 19.92420(N)    098 17 39.73904(W)     ADJUSTED  
 HG0816* NAVD 88     -       511.     (meters)    1677.     (feet)  SCALED    
 HG0816  ___________________________________________________________________
 HG0816  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 HG0816  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 HG0816
 HG0816  HORZ ORDER  -  SECOND
 HG0816
 HG0816.The horizontal coordinates were established by classical geodetic methods
 HG0816.and adjusted by the National Geodetic Survey in October 1998..
 HG0816
 HG0816.The orthometric height was scaled from a topographic map.
 HG0816
 HG0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0816
 HG0816.The geoid height was determined by GEOID03.
 HG0816
 HG0816;                    North         East     Units Scale Factor Converg.
 HG0816;SPC KS S     -   526,416.722   418,107.265   MT  0.99993782   +0 07 34.9
 HG0816;UTM  14      - 4,184,473.496   562,115.889   MT  0.99964752   +0 25 57.2
 HG0816
 HG0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0816!SPC KS S     -   0.99992417  x   0.99993782  =   0.99986199
 HG0816!UTM  14      -   0.99992417  x   0.99964752  =   0.99957171
 HG0816
 HG0816|---------------------------------------------------------------------|
 HG0816| PID    Reference Object                     Distance      Geod. Az  |
 HG0816|                                                           dddmmss.s |
 HG0816| CK9233 LANGDON RM 1                         19.432 METERS 10705     |
 HG0816| CK9234 LANGDON RM 2                         18.078 METERS 25307     |
 HG0816| CK9232 LANGDON AZ MK                                      2684424.4 |
 HG0816| HG0817 TURON MUNICIPAL TANK                APPROX.12.0 KM 2704310.9 |
 HG0816|---------------------------------------------------------------------|
 HG0816
 HG0816                          SUPERSEDED SURVEY CONTROL
 HG0816
 HG0816  NAD 83(1997)-  37 48 19.93052(N)    098 17 39.74148(W) AD(       ) 2
 HG0816  NAD 83(1986)-  37 48 19.93137(N)    098 17 39.73895(W) AD(       ) 2
 HG0816  NAD 27      -  37 48 19.87400(N)    098 17 38.49200(W) AD(       ) 2
 HG0816
 HG0816.Superseded values are not recommended for survey control.
 HG0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0816.See file dsdata.txt to determine how the superseded data were derived.
 HG0816
 HG0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG6211684473(NAD 83)
 HG0816_MARKER: DS = TRIANGULATION STATION DISK
 HG0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0816
 HG0816  HISTORY     - Date     Condition        Report By
 HG0816  HISTORY     - 1953     MONUMENTED       CGS
 HG0816
 HG0816                          STATION DESCRIPTION
 HG0816
 HG0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0816'THE STATION IS IN SEC. 3, T 26 S, R 9 W, ABOUT 6 MILES
 HG0816'NORTH-NORTHEAST OF PENALOSA, 4 MILES SOUTH-SOUTHEAST OF
 HG0816'LANGDON, 42 FEET NORTH OF A GRAVELED ROAD, 18 FEET NORTH OF A
 HG0816'4 IN X 4 IN WITNESS POST, 17 FEET NORTH OF A FENCE LINE AND
 HG0816'ON PROPERTY OWNED BY MR. D.E. CLOUGH.
 HG0816'
 HG0816'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 HG0816'AND U.S. HIGHWAY 54 IN LANGDON GO SOUTH ON A GRAVELED ROAD FOR
 HG0816'2.0 MILES TO A T-INTERSECTION, TURN LEFT AND GO EAST ON A
 HG0816'GRAVELED ROAD FOR 0.3 MILE TO A FORK, TURN RIGHT AND GO SOUTH
 HG0816'ON A GRAVELED ROAD FOR 1.3 MILES TO A CROSS ROAD, TURN LEFT AND
 HG0816'GO EAST ON A GRAVELED ROAD FOR 1.15 MILES TO THE AZIMUTH MARK
 HG0816'ON THE RIGHT AS DESCRIBED BELOW, CONTINUE EAST FOR 0.25 MILE TO
 HG0816'THE STATION MARK ON THE LEFT AS DESCRIBED.
 HG0816'
 HG0816'THE STATION MARK IS SET 14 INCHES UNDERGROUND AND THE DISK
 HG0816'IS STAMPED LANGDON 1953.
 HG0816'
 HG0816'REFERENCE MARK NO. 1 IS 22 FEET NORTH OF THE ROAD AND 2 FEET
 HG0816'SOUTH OF THE FENCE LINE.  THE MARK PROJECTS 1 INCH AND THE
 HG0816'DISK IS STAMPED LANGDON NO 1 1953.
 HG0816'
 HG0816'REFERENCE MARK NO. 2 IS 22 FEET NORTH OF THE ROAD AND 2 FEET
 HG0816'SOUTH OF THE FENCE LINE.  THE MARK PROJECTS 3 INCHES AND THE
 HG0816'DISK IS STAMPED LANGDON NO 2 1953.
 HG0816'
 HG0816'THE AZIMUTH MARK IS 22 FEET SOUTH OF THE ROAD, 2 FEET EAST OF A
 HG0816'4 IN X 4 IN WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE
 HG0816'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LANGDON 1953.
 HG0816'
 HG0816'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1378 ***********************************************************************
 HF1378  DESIGNATION -  LANGE
 HF1378  PID         -  HF1378
 HF1378  STATE/COUNTY-  KS/SUMNER
 HF1378  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF1378
 HF1378                         *CURRENT SURVEY CONTROL
 HF1378  ___________________________________________________________________
 HF1378* NAD 83(1997)-  37 26 28.72405(N)    097 38 20.81192(W)     ADJUSTED  
 HF1378* NAVD 88     -       412.     (meters)    1352.     (feet)  SCALED    
 HF1378  ___________________________________________________________________
 HF1378  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HF1378  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF1378
 HF1378  HORZ ORDER  -  THIRD
 HF1378
 HF1378.The horizontal coordinates were established by classical geodetic methods
 HF1378.and adjusted by the National Geodetic Survey in October 1998..
 HF1378
 HF1378.The orthometric height was scaled from a topographic map.
 HF1378
 HF1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1378
 HF1378.The geoid height was determined by GEOID03.
 HF1378
 HF1378;                    North         East     Units Scale Factor Converg.
 HF1378;SPC KS S     -   486,325.657   476,180.379   MT  0.99997025   +0 31 44.5
 HF1378;UTM  14      - 4,144,699.675   620,385.839   MT  0.99977852   +0 49 38.8
 HF1378
 HF1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1378!SPC KS S     -   0.99993983  x   0.99997025  =   0.99991008
 HF1378!UTM  14      -   0.99993983  x   0.99977852  =   0.99971836
 HF1378
 HF1378|---------------------------------------------------------------------|
 HF1378| PID    Reference Object                     Distance      Geod. Az  |
 HF1378|                                                           dddmmss.s |
 HF1378| CL4711 LANGE RM 1                           34.877 METERS 07509     |
 HF1378| HF1377 RBN VIOLA VOA                        87.085 METERS 15711     |
 HF1378| HF1376 CONWAY SPRINGS SMALL ELEVATOR       APPROX. 5.9 KM 1753951.7 |
 HF1378| HF1380 CONWAY SPRINGS LARGE ELEVATOR       APPROX. 5.8 KM 1802239.1 |
 HF1378| HF1379 CONWAY SPRINGS MUNICIPAL TANK       APPROX. 5.5 KM 1803017.2 |
 HF1378| CL4712 LANGE RM 2                           27.909 METERS 20856     |
 HF1378| CL4710 LANGE AZ MK                                        3243725.4 |
 HF1378|---------------------------------------------------------------------|
 HF1378
 HF1378                          SUPERSEDED SURVEY CONTROL
 HF1378
 HF1378  NAD 83(1997)-  37 26 28.72972(N)    097 38 20.80997(W) AD(       ) 3
 HF1378  NAD 83(1986)-  37 26 28.73378(N)    097 38 20.80643(W) AD(       ) 3
 HF1378  NAD 27      -  37 26 28.66975(N)    097 38 19.61894(W) AD(       ) 3
 HF1378
 HF1378.Superseded values are not recommended for survey control.
 HF1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1378.See file dsdata.txt to determine how the superseded data were derived.
 HF1378
 HF1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2038644700(NAD 83)
 HF1378_MARKER: DS = TRIANGULATION STATION DISK
 HF1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1378
 HF1378  HISTORY     - Date     Condition        Report By
 HF1378  HISTORY     - 1957     MONUMENTED       CGS
 HF1378  HISTORY     - 1964     GOOD             CGS
 HF1378
 HF1378                          STATION DESCRIPTION
 HF1378
 HF1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1378'STATION IS LOCATED, AIRLINE, ABOUT 3-1/2 MILES NORTH OF
 HF1378'CONWAY SPRINGS, 2-1/2 MILES SOUTH OF VIOLA AND IN PASTURE
 HF1378'LAND OWNED AND OCCUPIED BY FRED LANGE.
 HF1378'
 HF1378'STATION IS REACHED AS FOLLOWS- FROM THE MAIN INTERSECTION
 HF1378'AND TRAFFIC LIGHT IN CONWAY SPRINGS, GO NORTH ON STATE HIGHWAY
 HF1378'49 FOR 3.45 MILES TO A SIDE ROAD ON THE RIGHT LEADING TO THE
 HF1378'HOME OF FRED LANGE, (FROM HERE CONTINUE NORTH FOR 0.3 MILE
 HF1378'TO THE AZIMUTH MARK ON THE LEFT BETWEEN TWO POWER LINE POLES)
 HF1378'TURN RIGHT AND GO 0.15 MILE TO A GATE ON THE RIGHT AND THE
 HF1378'STATION.
 HF1378'
 HF1378'STATION MARK, STAMPED LANGE 1957, IS A STANDARD DISK SET IN
 HF1378'THE TOP OF A 10 INCH SQUARE CONCRETE POST 10 INCHES BELOW
 HF1378'THE GROUND.  IT IS 50.2 FEET SOUTHEAST OF A T FENCE INTERSECTION,
 HF1378'22.0 FEET SOUTH OF A WITNESS POST IN THE FENCELINE AND 285.7
 HF1378'FEET NORTH NORTHWEST OF THE CENTER POINT OF THE CAA HOMING
 HF1378'BEACON.
 HF1378'
 HF1378'REFERENCE MARK NUMBER 1, STAMPED LANGE NO 1 1957, IS A STANDARD
 HF1378'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH
 HF1378'WITH THE GROUND AND AT THE SAME ELEVATION AS THE STATION.
 HF1378'IT IS 12 INCHES SOUTH OF THE FENCELINE.
 HF1378'
 HF1378'REFERENCE MARK NUMBER 2, STAMPED LANGE NO 2 1957, IS A STANDARD
 HF1378'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH
 HF1378'WITH THE GROUND AND AT THE SAME ELEVATION AS THE STATION.
 HF1378'IT IS 8 INCHES EAST OF A FENCELINE AND 15 FEET WEST OF THE
 HF1378'CENTERLINE OF A TRACK ROAD LEADING INTO THE PASTURE.
 HF1378'
 HF1378'AZIMUTH MARK, STAMPED LANGE 1957, IS A STANDARD DISK SET
 HF1378'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE
 HF1378'GROUND, 34 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 100
 HF1378'FEET NORTH NORTHWEST OF THE CENTERLINE INTERSECTION OF A
 HF1378'CROSSROAD AND BETWEEN TWO CROSS BRACED POWERLINE POLES ABOUT
 HF1378'5-1/2 FEET APART AND NUMBERED 61-1.
 HF1378'
 HF1378'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HF1378
 HF1378                          STATION RECOVERY (1964)
 HF1378
 HF1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 HF1378'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HF1378'AS DESCRIBED, EXCEPT THE AZIMUTH MARK WAS OBSTRUCTED AND
 HF1378'WOULD BE DESTROYED BY ROAD CONSTRUCTION.  A NEW AZIMUTH MARK
 HF1378'WAS SET.  A SHORT DESCRIPTION FOR THE AZIMUTH MARK AND A
 HF1378'TO REACH FOLLOW.
 HF1378'
 HF1378'AZIMUTH MARK (RESET) IS 0.3 MILE SOUTHWEST OF THE STATION,
 HF1378'59 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 49, 3 FEET
 HF1378'NORTH OF FENCE CORNER, 1 FOOT SOUTH OF A STEEL WITNESS POST,
 HF1378'AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 HF1378'DISK IS STAMPED LANGE 1957 RESET 1964.
 HF1378'
 HF1378'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.2
 HF1378'MILE TO THE STATE HIGHWAY 49.  TURN LEFT AND GO SOUTH ON
 HF1378'STATE HIGHWAY 49 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 HF1378'RIGHT OR WEST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0880 ***********************************************************************
 HF0880  DESIGNATION -  LANGE AZ MK
 HF0880  PID         -  HF0880
 HF0880  STATE/COUNTY-  KS/SUMNER
 HF0880  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0880
 HF0880                         *CURRENT SURVEY CONTROL
 HF0880  ___________________________________________________________________
 HF0880* NAD 83(1986)-  37 26 44.     (N)    097 38 35.     (W)     SCALED    
 HF0880* NAVD 88     -       412.621  (meters)    1353.74   (feet)  ADJUSTED  
 HF0880  ___________________________________________________________________
 HF0880  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF0880  DYNAMIC HT  -         412.283 (meters)    1352.63  (feet)  COMP
 HF0880  MODELED GRAV-     979,798.8   (mgal)                       NAVD 88
 HF0880
 HF0880  VERT ORDER  -  SECOND    CLASS 0
 HF0880
 HF0880.The horizontal coordinates were scaled from a topographic map and have
 HF0880.an estimated accuracy of +/- 6 seconds.
 HF0880
 HF0880.The orthometric height was determined by differential leveling
 HF0880.and adjusted by the National Geodetic Survey in June 1991..
 HF0880
 HF0880.The geoid height was determined by GEOID03.
 HF0880
 HF0880.The dynamic height is computed by dividing the NAVD 88
 HF0880.geopotential number by the normal gravity value computed on the
 HF0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0880.degrees latitude (g = 980.6199 gals.).
 HF0880
 HF0880.The modeled gravity was interpolated from observed gravity values.
 HF0880
 HF0880;                    North         East    Units  Estimated Accuracy
 HF0880;SPC KS S     -   486,790.      475,830.      MT  (+/- 180 meters Scaled)
 HF0880
 HF0880                          SUPERSEDED SURVEY CONTROL
 HF0880
 HF0880  NGVD 29 (??/??/92)  412.492  (m)         1353.32   (f) ADJ UNCH    2 0
 HF0880
 HF0880.Superseded values are not recommended for survey control.
 HF0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0880.See file dsdata.txt to determine how the superseded data were derived.
 HF0880
 HF0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG200451(NAD 83)
 HF0880_MARKER: DZ = AZIMUTH MARK DISK
 HF0880_SETTING: 0 = UNSPECIFIED SETTING
 HF0880_STAMPING: LANGE 1957
 HF0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0880
 HF0880  HISTORY     - Date     Condition        Report By
 HF0880  HISTORY     - 1957     MONUMENTED       CGS
 HF0880  HISTORY     - 1962     GOOD             NGS
 HF0880
 HF0880                          STATION DESCRIPTION
 HF0880
 HF0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0880'2.8 MI S FROM VIOLA.
 HF0880'0.1 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0880'FROM THE STATION AT VIOLA, THENCE 2.7 MILE SOUTH ALONG THE STATE
 HF0880'HIGHWAY 49, AT THE INTERSECTION OF AN EAST AND WEST DIRT ROAD,
 HF0880'135 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 33.5
 HF0880'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 49, SET BETWEEN
 HF0880'TWO POWER POLES, AND PROJECTS 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0881 ***********************************************************************
 HF0881  DESIGNATION -  LANGE AZ MK RESET
 HF0881  PID         -  HF0881
 HF0881  STATE/COUNTY-  KS/SUMNER
 HF0881  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0881
 HF0881                         *CURRENT SURVEY CONTROL
 HF0881  ___________________________________________________________________
 HF0881* NAD 83(1986)-  37 26 44.     (N)    097 38 35.     (W)     SCALED    
 HF0881* NAVD 88     -       412.33   (meters)    1352.8    (feet)  RESET     
 HF0881  ___________________________________________________________________
 HF0881  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF0881
 HF0881  VERT ORDER  -  THIRD
 HF0881
 HF0881.The horizontal coordinates were scaled from a topographic map and have
 HF0881.an estimated accuracy of +/- 6 seconds.
 HF0881
 HF0881.The orthometric height was computed from unverified reset data.
 HF0881
 HF0881.The geoid height was determined by GEOID03.
 HF0881
 HF0881;                    North         East    Units  Estimated Accuracy
 HF0881;SPC KS S     -   486,790.      475,830.      MT  (+/- 180 meters Scaled)
 HF0881
 HF0881                          SUPERSEDED SURVEY CONTROL
 HF0881
 HF0881.No superseded survey control is available for this station.
 HF0881
 HF0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG200451(NAD 83)
 HF0881_MARKER: DZ = AZIMUTH MARK DISK
 HF0881_SETTING: 0 = UNSPECIFIED SETTING
 HF0881_STAMPING: LANGE RESET 1964
 HF0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0881
 HF0881  HISTORY     - Date     Condition        Report By
 HF0881  HISTORY     - 1964     MONUMENTED       CGS
 HF0881
 HF0881                          STATION DESCRIPTION
 HF0881
 HF0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HF0881'2.7 MI S FROM VIOLA.
 HF0881'ABOUT 0.1 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0881'RAILROAD FROM THE STATION IN VIOLA, THENCE 2.7 MILES SOUTH
 HF0881'ALONG STATE HIGHWAY 49, AT A CROSSROADS, 121 FEET NORTH OF THE
 HF0881'CENTERLINE OF GRAVEL ROAD, 60 FEET WEST OF THE CENTERLINE OF
 HF0881'NEW STATE HIGHWAY 49, 2 FEET SOUTH OF A POWER POLE, AND 1 1/2
 HF0881'FEET NORTH OF A STEEL WITNESS POST PROJECTING 4 INCHES.  THE
 HF0881'MARK IS ALSO 3.8 MILES NORTH OF CONWAY SPRINGS, KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0888 ***********************************************************************
 JG0888  DESIGNATION -  LANGER RESET
 JG0888  PID         -  JG0888
 JG0888  STATE/COUNTY-  KS/PAWNEE
 JG0888  USGS QUAD   -  RUSH CENTER SW (1970)
 JG0888
 JG0888                         *CURRENT SURVEY CONTROL
 JG0888  ___________________________________________________________________
 JG0888* NAD 83(1997)-  38 15 44.26958(N)    099 29 29.68299(W)     ADJUSTED  
 JG0888* NAVD 88     -       668.     (meters)    2192.     (feet)  SCALED    
 JG0888  ___________________________________________________________________
 JG0888  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 JG0888  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0888
 JG0888  HORZ ORDER  -  FIRST
 JG0888
 JG0888.The horizontal coordinates were established by classical geodetic methods
 JG0888.and adjusted by the National Geodetic Survey in October 1998..
 JG0888
 JG0888.The orthometric height was scaled from a topographic map.
 JG0888
 JG0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0888
 JG0888.The geoid height was determined by GEOID03.
 JG0888
 JG0888;                    North         East     Units Scale Factor Converg.
 JG0888;SPC KS S     -   577,554.522   313,223.962   MT  0.99995396   -0 36 33.7
 JG0888;UTM  14      - 4,235,032.326   456,994.765   MT  0.99962278   -0 18 15.9
 JG0888
 JG0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0888!SPC KS S     -   0.99989923  x   0.99995396  =   0.99985320
 JG0888!UTM  14      -   0.99989923  x   0.99962278  =   0.99952205
 JG0888
 JG0888:                Primary Azimuth Mark                     Grid Az
 JG0888:SPC KS S     -  LANGER AZ MK                             092 04 09.1
 JG0888:UTM  14      -  LANGER AZ MK                             091 45 51.3
 JG0888
 JG0888|---------------------------------------------------------------------|
 JG0888| PID    Reference Object                     Distance      Geod. Az  |
 JG0888|                                                           dddmmss.s |
 JG0888| CK9235 LANGER AZ MK                                       0912735.4 |
 JG0888| CK9236 LANGER RM 1                          43.501 METERS 12100     |
 JG0888| JG0874 ROZEL                               APPROX.13.4 KM 1265403.7 |
 JG0888| JG0883 ROZEL CO OP GRAIN ELEVATOR          APPROX.11.0 KM 1331827.4 |
 JG0888| JG0903 BURDETT COOP GRAIN ELEVATOR         APPROX. 8.3 KM 2004758.5 |
 JG0888| CK9237 LANGER RM 2                          37.795 METERS 23323     |
 JG0888| CK9238 LANGER RM 3                          28.310 METERS 26429     |
 JG0888| JG0896 GRAY NORTHERN NATURAL GAS MAST      APPROX.13.2 KM 2651835.4 |
 JG0888|---------------------------------------------------------------------|
 JG0888
 JG0888                          SUPERSEDED SURVEY CONTROL
 JG0888
 JG0888  NAD 83(1986)-  38 15 44.27743(N)    099 29 29.68195(W) AD(       ) 1
 JG0888  NAD 27      -  38 15 44.22400(N)    099 29 28.26400(W) AD(       ) 1
 JG0888
 JG0888.Superseded values are not recommended for survey control.
 JG0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0888.See file dsdata.txt to determine how the superseded data were derived.
 JG0888
 JG0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH5699535032(NAD 83)
 JG0888_MARKER: DS = TRIANGULATION STATION DISK
 JG0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0888_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0888
 JG0888  HISTORY     - Date     Condition        Report By
 JG0888  HISTORY     - 1934     MONUMENTED       CGS
 JG0888  HISTORY     - 1964     GOOD             CGS
 JG0888
 JG0888                          STATION DESCRIPTION
 JG0888
 JG0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0888'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF SEC. 35, T. 20 S.,
 JG0888'R. 20 W., ON PROPERTY OWNED BY ROBERT K. LANGER AND RENTED
 JG0888'(1934) BY C.M. DAUGHENBAUGH.
 JG0888'
 JG0888'TO REACH THE STATION FROM THE WEST JUNCTION OF STATE HIGHWAY
 JG0888'1 AND U.S. HIGHWAY 50 NORTH, JUST SOUTHWEST OF ROZEL, GO NORTH
 JG0888'ON A GRAVELED ROAD FOR 5.0 MILES AND TURN LEFT (WEST) ON
 JG0888'T-ROAD.  GO 4.75 MILES OR 0.65 MILE PAST A T-ROAD ON LEFT TO TOP
 JG0888'OF GRADE AND STATION.
 JG0888'
 JG0888'THE MARK IS SET 208.5 FEET DIRECTLY EAST OF CENTERLINE OF
 JG0888'UNGRADED T-ROAD LEADING NORTH, 41 FEET NORTH OF CENTERLINE
 JG0888'OF EAST-AND-WEST ROAD LEADING TO STATION AND 11.5 FEET NORTH
 JG0888'OF NORTH EDGE OF THE DRAINAGE DITCH, AND IS ABOUT 12 INCHES
 JG0888'BELOW THE SURFACE OF THE GROUND.
 JG0888'
 JG0888'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 32 FEET SOUTH
 JG0888'OF CENTERLINE OF EAST-AND-WEST ROAD LEADING TO STATION, AND
 JG0888'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 JG0888'
 JG0888'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 32 FEET SOUTH
 JG0888'OF CENTERLINE OF EAST-AND-WEST ROAD LEADING TO STATION, AND
 JG0888'PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE OF THE GROUND.
 JG0888'
 JG0888'AZIMUTH MARK IS APPROXIMATELY 0.65 MILE DIRECTLY EAST OF STATION
 JG0888'AT T-ROAD LEADING SOUTH, 45 FEET SOUTH OF CENTERLINE OF
 JG0888'EAST-AND-WEST ROAD, 35 FEET EAST OF CENTERLINE OF
 JG0888'NORTH-AND-SOUTH ROAD ON EAST RIGHT-OF-WAY FENCE LINE, AND PROJECTS
 JG0888'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 JG0888'
 JG0888'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JG0888'BRONZE DISKS SET IN CONCRETE.
 JG0888'
 JG0888'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JG0888
 JG0888                          STATION RECOVERY (1964)
 JG0888
 JG0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0888'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 JG0888'AZIMUTH MARK WERE RECOVERED AS DESCRIBED.  THE STATION MARK WAS
 JG0888'LOWERED BELOW PLOW DEPTH BY REQUEST OF THE PROPERTY OWNER.  THE
 JG0888'ORIGINAL UNDERGROUND DISK WAS USED.  REFERENCE MARK NO. 2 HAS BEEN
 JG0888'HIT BY FARM MACHINERY AND THE HORIZONTAL DISTANCE AND DIRECTION WAS
 JG0888'IN ERROR.  THE HORIZONTAL DIRECTION TO REFERENCE MARK NO. 1 WAS
 JG0888'CHECKED BUT THE HORIZONTAL DISTANCE WAS FOUND IN ERROR.  THE
 JG0888'AZIMUTH MARK WAS DESTROYED BECAUSE IT IS NOT VISIBLE AT THE STATION.
 JG0888'A NEW DESCRIPTION FOLLOWS.
 JG0888'
 JG0888'THE STATION IS 7 MILES NORTHWEST OF ROZEL, 5 MILES NORTHEAST OF
 JG0888'BURDETT, AT THE CREST OF A HILL, ON THE NORTH SIDE OF AN EAST-WEST
 JG0888'OILED ROAD, IN SECTION 36, T 20 S, R 20 W, ON PROPERTY OWNED BY
 JG0888'MR. ABUN DECKART.
 JG0888'
 JG0888'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BURDETT, GO NORTH ON
 JG0888'AN OILED ROAD FOR 0.8 MILE TO A SIDE ROAD LEFT, AT A POINT WHERE THE
 JG0888'OILED ROAD TURNS LEFT.  CONTINUE STRAIGHT AHEAD AND GO NORTH ON A
 JG0888'GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON
 JG0888'A GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 JG0888'GO NORTH ON A GRAVELED ROAD FOR 2.9 MILES TO A T-ROAD.  TURN RIGHT
 JG0888'AND GO EAST ON AN OILED ROAD FOR 1.3 MILES TO THE STATION ON THE
 JG0888'LEFT, ABOUT 200 FEET EAST OF SOME GRAIN BINS.
 JG0888'
 JG0888'THE SURFACE MARK IS A STANDARD DISK STAMPED LANGER 1934 1964.  IT IS
 JG0888'SET IN THE TOP OF AN 18-INCH CONCRETE CYLINDER WHICH IS 14 INCHES
 JG0888'BELOW THE SURFACE OF THE GROUND.  IT IS 43 FEET NORTH OF THE CENTER
 JG0888'OF AN OILED ROAD.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 JG0888'LANGER 1934, IS SET IN A MASS OF CONCRETE 30 INCHES BELOW THE SURFACE
 JG0888'OF THE GROUND.
 JG0888'
 JG0888'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LANGER NO 1 1934, IS
 JG0888'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH.
 JG0888'IT IS 31 FEET SOUTH OF THE CENTER OF THE OILED ROAD, 9-1/2 FEET
 JG0888'EAST OF A POWER POLE AND 3 FEET WEST OF A METAL WITNESS POST.
 JG0888'
 JG0888'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LANGER NO 2 1934, IS
 JG0888'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 6
 JG0888'INCHES.  IT IS 33 FEET SOUTH OF THE CENTER OF THE OILED ROAD AND
 JG0888'1.8 FEET EAST OF A METAL WITNESS POST.
 JG0888'
 JG0888'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LANGER NO. 3 1934
 JG0888'1964, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS
 JG0888'SET FLUSH.  IT IS 32 FEET NORTH OF THE CENTER OF THE OILED ROAD AND
 JG0888'1-1/2 FEET EAST OF A TELEPHONE POLE.
 JG0888'
 JG0888'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1170 ***********************************************************************
 KF1170  DESIGNATION -  LANHAM ST JOHNS EVAN LUTH CH
 KF1170  PID         -  KF1170
 KF1170  STATE/COUNTY-  KS/WASHINGTON
 KF1170  USGS QUAD   -  HANOVER EAST (1983)
 KF1170
 KF1170                         *CURRENT SURVEY CONTROL
 KF1170  ___________________________________________________________________
 KF1170* NAD 83(1997)-  39 59 59.02707(N)    096 52 25.55092(W)     ADJUSTED  
 KF1170* NAVD 88     -                                                        
 KF1170  ___________________________________________________________________
 KF1170  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 KF1170  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 KF1170
 KF1170  HORZ ORDER  -  THIRD
 KF1170
 KF1170.The horizontal coordinates were established by classical geodetic methods
 KF1170.and adjusted by the National Geodetic Survey in October 1998..
 KF1170
 KF1170
 KF1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1170
 KF1170.The geoid height was determined by GEOID03.
 KF1170
 KF1170;                    North         East     Units Scale Factor Converg.
 KF1170;SPC KS N     -   185,597.902   496,175.589   MT  1.00004227   +0 42 45.3
 KF1170;SPC NE       -    23,302.215   766,904.253   MT  1.00000012   +2 04 18.3
 KF1170;UTM  14      - 4,429,892.515   681,502.893   MT  1.00000557   +1 22 01.5
 KF1170
 KF1170                          SUPERSEDED SURVEY CONTROL
 KF1170
 KF1170  NAD 83(1997)-  39 59 59.02707(N)    096 52 25.55086(W) AD(       ) 4
 KF1170  NAD 83(1986)-  39 59 59.03276(N)    096 52 25.54810(W) AD(       ) 4
 KF1170  NAD 27      -  39 59 59.02000(N)    096 52 24.45000(W) AD(       ) 3
 KF1170
 KF1170.Superseded values are not recommended for survey control.
 KF1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1170.See file dsdata.txt to determine how the superseded data were derived.
 KF1170
 KF1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK8150329893(NAD 83)
 KF1170_MARKER: 90 = CHURCH SPIRE
 KF1170
 KF1170  HISTORY     - Date     Condition        Report By
 KF1170  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1170  HISTORY     - 1965     GOOD             CGS
 KF1170
 KF1170                          STATION DESCRIPTION
 KF1170
 KF1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1170'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF THE VILLAGE
 KF1170'OF LANHAM, 2 BLOCKS SOUTH OF THE MAIN STREET AND 90 FEET
 KF1170'EAST OF THE CENTER OF A GRAVELED STREET.  IT IS A SPIRE
 KF1170'ON THE TOP OF A BELL TOWER AND HAS A FINIAL AT ITS APEX.
 KF1170'IT HAS AN OVERALL HEIGHT OF ABOUT 100 FEET.
 KF1170'
 KF1170'THE POINT OBSERVED WAS THE FINIAL AT THE APEX OF THE SPIRE.
 KF1170
 KF1170                          STATION RECOVERY (1965)
 KF1170
 KF1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1170'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0702 ***********************************************************************
 KH0702  DESIGNATION -  LARK
 KH0702  PID         -  KH0702
 KH0702  STATE/COUNTY-  KS/CHEYENNE
 KH0702  USGS QUAD   -  WHEELER (1978)
 KH0702
 KH0702                         *CURRENT SURVEY CONTROL
 KH0702  ___________________________________________________________________
 KH0702* NAD 83(1997)-  39 45 23.70923(N)    101 37 41.17519(W)     ADJUSTED  
 KH0702* NAVD 88     -      1067.     (meters)    3501.     (feet)  SCALED    
 KH0702  ___________________________________________________________________
 KH0702  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 KH0702  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 KH0702
 KH0702  HORZ ORDER  -  SECOND
 KH0702
 KH0702.The horizontal coordinates were established by classical geodetic methods
 KH0702.and adjusted by the National Geodetic Survey in October 1998..
 KH0702
 KH0702.The orthometric height was scaled from a topographic map.
 KH0702
 KH0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0702
 KH0702.The geoid height was determined by GEOID03.
 KH0702
 KH0702;                    North         East     Units Scale Factor Converg.
 KH0702;SPC KS N     -   164,230.081    89,169.395   MT  0.99999577   -2 17 44.0
 KH0702;UTM  14      - 4,404,044.712   274,856.757   MT  1.00022410   -1 40 53.2
 KH0702
 KH0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0702!SPC KS N     -   0.99983624  x   0.99999577  =   0.99983201
 KH0702!UTM  14      -   0.99983624  x   1.00022410  =   1.00006031
 KH0702
 KH0702|---------------------------------------------------------------------|
 KH0702| PID    Reference Object                     Distance      Geod. Az  |
 KH0702|                                                           dddmmss.s |
 KH0702| CP7568 LARK RM 1                            47.197 METERS 01531     |
 KH0702| CP7567 LARK AZ MK                                         0865954.4 |
 KH0702| CP7569 LARK RM 2                            47.913 METERS 08942     |
 KH0702| KH0709 BIRD CITY MUNICIPAL TANK            APPROX. 8.2 KM 0980455.6 |
 KH0702| KH0708 BIRD CITY MUNICIPAL APT BEACON      APPROX. 8.2 KM 0994742.5 |
 KH0702|---------------------------------------------------------------------|
 KH0702
 KH0702                          SUPERSEDED SURVEY CONTROL
 KH0702
 KH0702  NAD 83(1997)-  39 45 23.70922(N)    101 37 41.17508(W) AD(       ) 2
 KH0702  NAD 83(1986)-  39 45 23.70902(N)    101 37 41.17569(W) AD(       ) 2
 KH0702  NAD 27      -  39 45 23.73000(N)    101 37 39.56500(W) AD(       ) 2
 KH0702
 KH0702.Superseded values are not recommended for survey control.
 KH0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0702.See file dsdata.txt to determine how the superseded data were derived.
 KH0702
 KH0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK7485704045(NAD 83)
 KH0702_MARKER: DS = TRIANGULATION STATION DISK
 KH0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0702
 KH0702  HISTORY     - Date     Condition        Report By
 KH0702  HISTORY     - 1951     MONUMENTED       CGS
 KH0702
 KH0702                          STATION DESCRIPTION
 KH0702
 KH0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0702'THE STATION IS LOCATED ABOUT 9 MILES EAST OF ST. FRANCIS AND
 KH0702'5 MILES WEST OF BIRD CITY ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 KH0702'36.  IT IS 75 FEET SOUTH FROM THE CENTER OF U.S. HIGHWAY 36
 KH0702'AND 3 FEET EAST OF A TELEPHONE POLE AND WITNESS POST.  IT IS
 KH0702'STAMPED LARK 1951 AND IS SET FLUSH.
 KH0702'
 KH0702'REFERENCE MARK NO. 1 IS SET UNDER A POWER LINE, 75 FEET WEST
 KH0702'OF A POWER LINE POLE AND 74 FEET NORTH FROM THE CENTER OF
 KH0702'U.S. HIGHWAY 36.  IT IS STAMPED LARK NO 1 1951 AND IS SET
 KH0702'FLUSH.
 KH0702'
 KH0702'REFERENCE MARK NO. 2 IS SET JUST WEST OF A TELEPHONE POLE
 KH0702'AND 75 FEET SOUTH FROM THE CENTER OF U.S. HIGHWAY 36.  IT IS
 KH0702'STAMPED LARK NO 2 1951 AND IS SET FLUSH.
 KH0702'
 KH0702'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0702'NO. 2 IS 188.2 FEET.
 KH0702'
 KH0702'THE AZIMUTH MARK IS 71.5 FEET NORTH FROM THE CENTER OF U.S.
 KH0702'HIGHWAY 36, 38 FEET EAST FROM THE CENTER OF A DIRT ROAD, 3.5
 KH0702'FEET EAST SOUTHEAST OF A POWER LINE POLE, 2 FEET SOUTH OF A
 KH0702'FENCE LINE AND 1 FOOT WEST OF A WITNESS POST.  IT IS STAMPED
 KH0702'LARK 1951 AND PROJECTS 4 INCHES.
 KH0702'
 KH0702'TO REACH THE STATION FROM THE DEPOT IN BIRD CITY, (0.5 MILE
 KH0702'NORTH OF THE POST OFFICE), GO WEST ON U.S. HIGHWAY 36 FOR
 KH0702'4.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KH0702'CONTINUE WEST FOR 0.6 MILE TO THE STATION ON THE LEFT AS
 KH0702'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0688 ***********************************************************************
 JH0688  DESIGNATION -  LARK
 JH0688  PID         -  JH0688
 JH0688  STATE/COUNTY-  KS/HODGEMAN
 JH0688  USGS QUAD   -  HORSE THIEF CANYON NW (1974)
 JH0688
 JH0688                         *CURRENT SURVEY CONTROL
 JH0688  ___________________________________________________________________
 JH0688* NAD 83(1997)-  38 14 57.53773(N)    100 13 36.74643(W)     ADJUSTED  
 JH0688* NAVD 88     -       815.     (meters)    2674.     (feet)  SCALED    
 JH0688  ___________________________________________________________________
 JH0688  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JH0688  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 JH0688
 JH0688  HORZ ORDER  -  SECOND
 JH0688
 JH0688.The horizontal coordinates were established by classical geodetic methods
 JH0688.and adjusted by the National Geodetic Survey in October 1998..
 JH0688
 JH0688.The orthometric height was scaled from a topographic map.
 JH0688
 JH0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0688
 JH0688.The geoid height was determined by GEOID03.
 JH0688
 JH0688;                    North         East     Units Scale Factor Converg.
 JH0688;SPC KS S     -   577,051.995   248,855.147   MT  0.99995263   -1 03 40.4
 JH0688;UTM  14      - 4,234,189.358   392,647.501   MT  0.99974193   -0 45 34.6
 JH0688
 JH0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0688!SPC KS S     -   0.99987612  x   0.99995263  =   0.99982876
 JH0688!UTM  14      -   0.99987612  x   0.99974193  =   0.99961808
 JH0688
 JH0688:                Primary Azimuth Mark                     Grid Az
 JH0688:SPC KS S     -  LARK AZ MK                               181 43 39.6
 JH0688:UTM  14      -  LARK AZ MK                               181 25 33.8
 JH0688
 JH0688|---------------------------------------------------------------------|
 JH0688| PID    Reference Object                     Distance      Geod. Az  |
 JH0688|                                                           dddmmss.s |
 JH0688| CK9239 LARK AZ MK                                         1803959.2 |
 JH0688| CK9240 LARK RM 1                            33.734 METERS 18341     |
 JH0688| CK9241 LARK RM 2                            28.975 METERS 35421     |
 JH0688|---------------------------------------------------------------------|
 JH0688
 JH0688                          SUPERSEDED SURVEY CONTROL
 JH0688
 JH0688  NAD 83(1997)-  38 14 57.54391(N)    100 13 36.74596(W) AD(       ) 2
 JH0688  NAD 83(1986)-  38 14 57.54367(N)    100 13 36.74625(W) AD(       ) 2
 JH0688  NAD 27      -  38 14 57.48130(N)    100 13 35.25697(W) AD(       ) 2
 JH0688
 JH0688.Superseded values are not recommended for survey control.
 JH0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0688.See file dsdata.txt to determine how the superseded data were derived.
 JH0688
 JH0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH9264834189(NAD 83)
 JH0688_MARKER: DS = TRIANGULATION STATION DISK
 JH0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0688
 JH0688  HISTORY     - Date     Condition        Report By
 JH0688  HISTORY     - 1963     MONUMENTED       CGS
 JH0688
 JH0688                          STATION DESCRIPTION
 JH0688
 JH0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0688'THE STATION IS 14 MILES NORTH AND 3 MILES EAST OF KALVESTA, IN THE
 JH0688'SOUTHWEST QUARTER OF SECTION 6, T 21 S, R 26 W, AND IN PASTURE LAND
 JH0688'OWNED BY MR. CARL CRAFT.
 JH0688'
 JH0688'TO REACH THE STATION FROM THE KALVESTA SCHOOLHOUSE, 1 MILE WEST OF
 JH0688'KALVESTA, GO NORTH ON A GRAVEL ROAD FOR 12.95 MILES TO A SIDE ROAD
 JH0688'ON THE RIGHT.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 4 MILES TO
 JH0688'A CROSSROAD.  TURN LEFT AND GO NORTH ON A TRACK ROAD FOR .05
 JH0688'MILE TO THE STATION ON THE RIGHT.
 JH0688'
 JH0688'STATION MARKS ARE STANDARD DISKS STAMPED LARK 1963.  THE SURFACE DISK
 JH0688'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JH0688'GROUND.  IT IS 34 FEET EAST OF THE CENTER OF THE TRACK ROAD, AND
 JH0688'9 FEET EAST OF A METAL WITNESS POST SET IN A FENCE.  THE
 JH0688'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 JH0688'BELOW THE SURFACE OF THE GROUND.
 JH0688'
 JH0688'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LARK NO 1 1963, IS SET
 JH0688'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 JH0688'IT IS 25 FEET EAST OF THE CENTER OF THE TRACK ROAD, AND 1 FOOT EAST
 JH0688'OF THE FENCE.
 JH0688'
 JH0688'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LARK NO 2 1963, IS SET
 JH0688'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 JH0688'IS 25 FEET EAST OF THE CENTER OF THE TRACK ROAD, AND 1 FOOT EAST OF
 JH0688'THE FENCE.
 JH0688'
 JH0688'THE AZIMUTH MARK, A STANDARD DISK STAMPED LARK 1963, IS SET IN A
 JH0688'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 38 FEET WEST OF
 JH0688'THE CENTER OF A GRAVEL ROAD, 2 FEET WEST OF A METAL WITNESS POST,
 JH0688'AND 2 FEET NORTHWEST OF A CORNER FENCE POST.
 JH0688'
 JH0688'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE TRACK
 JH0688'ROAD FOR .05 MILE TO THE CROSSROAD.  CONTINUE SOUTH ON A DIRT ROAD
 JH0688'FOR 0.5 MILE TO A FENCE CORNER AND THE AZIMUTH MARK ON THE RIGHT.
 JH0688'
 JH0688'NOTE--REFERENCE MARKS WERE MEASURED WITH A 30 METER TAPE PULLING
 JH0688'5 KG. TAPE TENSION.
 JH0688'
 JH0688'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0683 ***********************************************************************
 JH0683  DESIGNATION -  LARKIN RESET
 JH0683  PID         -  JH0683
 JH0683  STATE/COUNTY-  KS/HODGEMAN
 JH0683  USGS QUAD   -  HORSE THIEF CANYON (1970)
 JH0683
 JH0683                         *CURRENT SURVEY CONTROL
 JH0683  ___________________________________________________________________
 JH0683* NAD 83(1997)-  38 06 06.81300(N)    100 06 44.40487(W)     ADJUSTED  
 JH0683* NAVD 88     -       780.     (meters)    2559.     (feet)  SCALED    
 JH0683  ___________________________________________________________________
 JH0683  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 JH0683  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 JH0683
 JH0683  HORZ ORDER  -  SECOND
 JH0683
 JH0683.The horizontal coordinates were established by classical geodetic methods
 JH0683.and adjusted by the National Geodetic Survey in October 1998..
 JH0683
 JH0683.The orthometric height was scaled from a topographic map.
 JH0683
 JH0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0683
 JH0683.The geoid height was determined by GEOID03.
 JH0683
 JH0683;                    North         East     Units Scale Factor Converg.
 JH0683;SPC KS S     -   560,511.813   258,596.224   MT  0.99994107   -0 59 27.0
 JH0683;UTM  14      - 4,217,704.506   402,473.789   MT  0.99971714   -0 41 11.2
 JH0683
 JH0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0683!SPC KS S     -   0.99988162  x   0.99994107  =   0.99982269
 JH0683!UTM  14      -   0.99988162  x   0.99971714  =   0.99959879
 JH0683
 JH0683|---------------------------------------------------------------------|
 JH0683| PID    Reference Object                     Distance      Geod. Az  |
 JH0683|                                                           dddmmss.s |
 JH0683| AI1667 LARKIN RM 1                          28.048 METERS 09303     |
 JH0683| AI1668 LARKIN RM 2                          23.920 METERS 16713     |
 JH0683| JH0687 HACK                                APPROX.14.5 KM 3424647.3 |
 JH0683|---------------------------------------------------------------------|
 JH0683
 JH0683                          SUPERSEDED SURVEY CONTROL
 JH0683
 JH0683  NAD 83(1997)-  38 06 06.81982(N)    100 06 44.40452(W) AD(       ) 2
 JH0683  NAD 83(1986)-  38 06 06.81884(N)    100 06 44.40508(W) AD(       ) 2
 JH0683  NAD 27      -  38 06 06.75249(N)    100 06 42.91701(W) AD(       ) 2
 JH0683
 JH0683.Superseded values are not recommended for survey control.
 JH0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0683.See file dsdata.txt to determine how the superseded data were derived.
 JH0683
 JH0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH0247417705(NAD 83)
 JH0683_MARKER: DS = TRIANGULATION STATION DISK
 JH0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0683_STAMPING: LARKIN 1964 1985
 JH0683_MARK LOGO: NGS   
 JH0683_PROJECTION: RECESSED 46 CENTIMETERS
 JH0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 JH0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0683+STABILITY: SURFACE MOTION
 JH0683
 JH0683  HISTORY     - Date     Condition        Report By
 JH0683  HISTORY     - 1985     MONUMENTED       NGS
 JH0683
 JH0683                          STATION DESCRIPTION
 JH0683
 JH0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 JH0683'THE STATION MARKS AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 JH0683'CONDITION.  REFERENCE MARK 2 WAS FOUND TILTED OUT OF POSITION.  THE
 JH0683'DISTANCE AND REFERENCE MARK 1 AGREED WITH 1964 DATA, AS DID THE
 JH0683'DIRECTION TO THIS MARK.  THE SURFACE STATION MARK REMOVED AND REPLACED
 JH0683'WITH A NEW MARK THAT WAS RECESSED 18 INCHES BELOW THE GROUND SURFACE
 JH0683'AND REFERENCE MARKS 1 AND 2 WERE REMOVED AND REPLACED WITH REFERENCE
 JH0683'MARKS 3 AND 4.  THE MARKS WERE IN A CULTIVATED FIELD AND WERE REMOVED
 JH0683'AT THE REQUEST OF THE PROPERTY OWNER.  THERE WAS NO CLOSE AZIMUTH MARK
 JH0683'FOR THIS STATION, THEREFORE, AN AZIMUTH MARK WAS ESTABLISHED AND A
 JH0683'POLARIS OBSERVATION MADE AT THIS TIME.  DUE TO THE ABOVE CHANGES, A
 JH0683'COMPLETER, NEW DESCRIPTION FOLLOWS.  THE STATION IS LCOATED ABOUT 19.3
 JH0683'KM (12.00 MI) WEST OF JETMORE, 14.9 KM (9.25 MI) EAST OF KALVESTA, 3.2
 JH0683'KM (2.00 MI) NORTH OF STATE HIGHWAY 156, IN THE N/E 1/4, SEC 31, T 22
 JH0683'S, R 25 W AND IN A CULTIVATED FIELD ON PROPERTY OWNED BY RONALD
 JH0683'COHOUNS, RURAL ROUTE 1, JETMORE, KANSAS 67854. TO REACH THE STATION
 JH0683'FROM THE JUNCTION OF U.S HIGHWAY 283 AND STATE HIGHWAY 156, AT THE
 JH0683'NORTH EDGE OF JETMORE, GO WEST ON HIGHWAY 156 FOR 17.30 KM (10.75 MI)
 JH0683'TO A GRADED CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRADED ROAD FOR
 JH0683'3.22 KM (2.00 MI) TO A GRADED CROSSROAD.  TURN LEFT AND GO WEST ON A
 JH0683'GRADED ROAD FOR 2.66 KM (1.65 MI) TO THE STATION ON THE LEFT.  THE
 JH0683'STATION IS A STANDARD NGS DISK STAMPED,---LARKIN 1964 1985---, SET
 JH0683'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 14.0 INCHES (36 CM) IN
 JH0683'DIAMETER, RECESSED 18 INCHES (46 CM) BELOW THE GROUND.  THE STATION IS
 JH0683'LOCATED 14.30 METERS (46.92 FT) SOUTHWEST FROM THE WITNESS POST AT
 JH0683'REFERENCE MARK 3, 12.37 METERS (40.58 FT) SOUTHEAST FROM THE WITNESS
 JH0683'POST AT REFERENCE MARK 4, 15.1 METERS (49.5 FT) SOUTH FROM THE
 JH0683'CENTERLINE OF THE ROAD.  REFERENCE MARK NO 3, IS A STANDARD NGS DISK
 JH0683'STAMPED,---LARKIN 1964 NO 3 1985---, SET INTO THE TOP OF A ROUND
 JH0683'CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, PROJECTING 6
 JH0683'INCHES (15 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 8.4 METERS
 JH0683'(27.6 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 0.30 METERS (0.98 FT)
 JH0683'WEST FROM A WITNESS POST AND 0.9 METERS (3.0 FT) LOWER THAN THE
 JH0683'STATION.  REFERENCE MARK NO 4, IS A STANDARD NGS DISK
 JH0683'STAMPED,---LARKIN 1964 NO 4 1985---, SET INTO THE TOP OF A ROUND
 JH0683'CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, PROJECTING 6
 JH0683'INCHES (015 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 8.4 METERS
 JH0683'(27.6 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 0.30 METERS (0.98 FT)
 JH0683'EAST FROM A WITNESS POST AND 0.9 METERS (3.0 FT) LOWER THAN THE
 JH0683'STATION.  AZIMUTH MARK 2, IS A STANDARD NGS DISK STAMPED,---LARKIN
 JH0683'1964 NO 2 1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0
 JH0683'INCHES (30 CM) IN DIAMETER, PROJECTING 06 INCHES (15 CM) ABOVE THE
 JH0683'GROUND.  THE STATION IS LOCATED 9.1 METERS (29.9 FT) NORTH FROM THE
 JH0683'CENTERLINE OF THE ROAD, 0.70 METERS (2.30 FT) EAST FROM A WITNESS
 JH0683'POST, 0.30 METERS (0.98 FT) SOUTH FROM AN EAST/WEST FENCE.  TO REACH
 JH0683'THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRADED ROAD FOR 0.80
 JH0683'KM (0.50 MI) TO THE MARK ON THE RIGHT, ABOUT 91 M (298.6 FT) NORTHEAST
 JH0683'FROM MR COHOUNS HOUSE, WHICH IS ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0462 ***********************************************************************
 JG0462  DESIGNATION -  LARNED
 JG0462  PID         -  JG0462
 JG0462  STATE/COUNTY-  KS/PAWNEE
 JG0462  USGS QUAD   -  LARNED (1970)
 JG0462
 JG0462                         *CURRENT SURVEY CONTROL
 JG0462  ___________________________________________________________________
 JG0462* NAD 83(1997)-  38 10 37.52902(N)    099 06 33.78953(W)     ADJUSTED  
 JG0462* NAVD 88     -       632.894  (meters)    2076.42   (feet)  ADJUSTED  
 JG0462  ___________________________________________________________________
 JG0462  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 JG0462  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0462  DYNAMIC HT  -         632.405 (meters)    2074.82  (feet)  COMP
 JG0462  MODELED GRAV-     979,834.8   (mgal)                       NAVD 88
 JG0462
 JG0462  HORZ ORDER  -  SECOND
 JG0462  VERT ORDER  -  SECOND    CLASS 0
 JG0462
 JG0462.The horizontal coordinates were established by classical geodetic methods
 JG0462.and adjusted by the National Geodetic Survey in October 1998..
 JG0462
 JG0462.The orthometric height was determined by differential leveling
 JG0462.and adjusted by the National Geodetic Survey in June 1991..
 JG0462
 JG0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0462
 JG0462.The geoid height was determined by GEOID03.
 JG0462
 JG0462.The dynamic height is computed by dividing the NAVD 88
 JG0462.geopotential number by the normal gravity value computed on the
 JG0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0462.degrees latitude (g = 980.6199 gals.).
 JG0462
 JG0462.The modeled gravity was interpolated from observed gravity values.
 JG0462
 JG0462;                    North         East     Units Scale Factor Converg.
 JG0462;SPC KS S     -   567,810.147   346,608.354   MT  0.99994614   -0 22 28.1
 JG0462;UTM  14      - 4,225,469.628   490,419.343   MT  0.99960113   -0 04 03.4
 JG0462
 JG0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0462!SPC KS S     -   0.99990478  x   0.99994614  =   0.99985093
 JG0462!UTM  14      -   0.99990478  x   0.99960113  =   0.99950595
 JG0462
 JG0462:                Primary Azimuth Mark                     Grid Az
 JG0462:SPC KS S     -  LARNED SACRED HEART CH CROSS             028 11 48.6
 JG0462:UTM  14      -  LARNED SACRED HEART CH CROSS             027 53 23.9
 JG0462
 JG0462|---------------------------------------------------------------------|
 JG0462| PID    Reference Object                     Distance      Geod. Az  |
 JG0462|                                                           dddmmss.s |
 JG0462| JG0862 LARNED SACRED HEART CH CROSS        APPROX. 1.0 KM 0274920.5 |
 JG0462| JG0861 LARNED H SCH BLDG BRICK STACK       APPROX. 1.1 KM 0352841.7 |
 JG0462| JG0463 LARNED RM 1                          55.827 METERS 06604     |
 JG0462| JG0866 LARNED MUNICIPAL STANDPIPE           18.064 METERS 08634     |
 JG0462| JG0864 LARNED MUNICIPAL TANK                39.314 METERS 09035     |
 JG0462| JG0863 LARNED MUN ELEC LT PLANT STACK      APPROX. 0.8 KM 0973901.1 |
 JG0462| HG0881 MACKSVILLE MUNICIPAL TANK           APPROX.26.7 KM 1520754.0 |
 JG0462| HG0885 BELPRE MUNICIPAL TANK               APPROX.25.2 KM 1780528.8 |
 JG0462| JG0440 LARNED AZ MK                                       1824039.5 |
 JG0462| HG0923 LEWIS FIRST ME CHURCH BELFRY        APPROX.29.5 KM 2051415.2 |
 JG0462| HG0924 LEWIS MUNICIPAL TANK                APPROX.29.5 KM 2052621.1 |
 JG0462| JG0872 KANSAS STATE HOSP TALL STACK        APPROX. 4.1 KM 2590147.0 |
 JG0462| JG0871 KANSAS STATE HOSPITAL WATER TANK    APPROX. 4.1 KM 2603730.8 |
 JG0462| JG0461 LARNED RM 2                          32.586 METERS 31314     |
 JG0462|---------------------------------------------------------------------|
 JG0462
 JG0462                          SUPERSEDED SURVEY CONTROL
 JG0462
 JG0462  NAD 83(1997)-  38 10 37.53663(N)    099 06 33.78857(W) AD(       ) 2
 JG0462  NAD 83(1986)-  38 10 37.53657(N)    099 06 33.78843(W) AD(       ) 2
 JG0462  NAD 27      -  38 10 37.49000(N)    099 06 32.41900(W) AD(       ) 2
 JG0462  NGVD 29 (??/??/92)  632.729  (m)         2075.88   (f) ADJ UNCH    2 0
 JG0462
 JG0462.Superseded values are not recommended for survey control.
 JG0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0462.See file dsdata.txt to determine how the superseded data were derived.
 JG0462
 JG0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9041925470(NAD 83)
 JG0462_MARKER: DS = TRIANGULATION STATION DISK
 JG0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0462_STAMPING: LARNED 1934
 JG0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0462+STABILITY: SURFACE MOTION
 JG0462
 JG0462  HISTORY     - Date     Condition        Report By
 JG0462  HISTORY     - 1934     MONUMENTED       CGS
 JG0462  HISTORY     - 1940     GOOD             CGS
 JG0462  HISTORY     - 1940     GOOD             NGS
 JG0462  HISTORY     - 1945     GOOD             LOCENG
 JG0462  HISTORY     - 1953     GOOD             CGS
 JG0462  HISTORY     - 1977     GOOD             LOCENG
 JG0462
 JG0462                          STATION DESCRIPTION
 JG0462
 JG0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0462'STATION IS LOCATED IN THE TOWN OF LARNED, ON CITY PROPERTY,
 JG0462'47 FEET WEST OF MUNICIPAL STANDPIPE, 121 FEET SOUTH OF WEST FOURTH
 JG0462'STREET, 75 FEET SOUTH OF EAST-WEST FENCE LINE, AND IS 8 INCHES
 JG0462'UNDERGROUND.
 JG0462'
 JG0462'TO REACH FROM BRICK RAILROAD STATION IN LARNED, GO WEST ON
 JG0462'WEST FOURTH STREET FOR 0.6 MILE TO STANDPIPE AND MARK ON
 JG0462'LEFT.
 JG0462'
 JG0462'REFERENCE MARK NO. 1 IS 51 FEET SOUTH OF CENTERLINE OF WEST
 JG0462'FOURTH STREET, IN EAST-WEST FENCE LINE NORTHEAST OF STATION.
 JG0462'
 JG0462'REFERENCE MARK NO. 2 IS 46 FEET SOUTH OF CENTERLINE OF WEST
 JG0462'FOURTH STREET IN EAST-WEST FENCE LINE NORTHWEST OF STATION.
 JG0462'
 JG0462'AZIMUTH MARK IS SOUTH OF STATION AT SOUTHEAST CORNER OF STATE
 JG0462'HIGHWAY DEPARTMENT SUPPLY YARD.
 JG0462'
 JG0462'MARK IS 8.0 FEET NORTH OF SOUTHEAST CORNER OF YARD.  TO REACH FROM
 JG0462'IDEAL LAUNDRY, ON STATE HIGHWAY 37, GO SOUTHWEST ON STATE
 JG0462'HIGHWAY 37 FOR 0.4 MILE TO MARK ON RIGHT.
 JG0462'
 JG0462'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JG0462'BRONZE DISKS SET IN CONCRETE.
 JG0462'
 JG0462'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JG0462
 JG0462                          STATION RECOVERY (1940)
 JG0462
 JG0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 JG0462'IN THE TOWN OF LARNED, ON CITY PROPERTY.  TO REACH FROM BRICK
 JG0462'RAILROAD STATION PROCEED WEST ON WEST FOURTH STREET, GO 0.6 MILE
 JG0462'TO STANDPIPE AND STATION.
 JG0462'
 JG0462'STATION IS 141.3 FEET NORTH OF WIRE FENCE, 129 FEET WEST OF CENTER
 JG0462'OF STANDPIPE, 126 FEET SOUTH OF CENTERLINE OF WEST FOURTH
 JG0462'STREET.  SET 1.0 FOOT BELOW SURFACE, STAMPED LARNED 1934.
 JG0462'
 JG0462'UNDERGROUND STATION MARK STAMPED, LARNED 1934.
 JG0462'
 JG0462'REFERENCE MARK NO. 1 IS 132 FEET WEST OF THE CENTERLINE OF
 JG0462'SIDEWALK AT THE WEST END OF THE MUNICIPAL STADIUM, 183.16 FEET
 JG0462'NORTHEAST OF STATION, 84 FEET NORTHEAST OF CENTER OF STANDPIPE,
 JG0462'51 FEET SOUTH OF CENTERLINE OF WEST FOURTH STREET, AND PROJECTS
 JG0462'0.1 FOOT, STAMPED, LARNED NO. 1 1934.
 JG0462'
 JG0462'REFERENCE MARK NO. 2 IS 219 FEET WEST OF CENTER OF STANDPIPE,
 JG0462'106.91 FEET NORTHWEST OF STATION, 54 FEET SOUTHWEST OF CENTER
 JG0462'OF INTERSECTION OF WEST FOURTH STREET AND GRAVELED ROAD, 52 FEET
 JG0462'SOUTH OF CENTERLINE OF WEST FOURTH STREET, AND PROJECTS 0.2 FOOT,
 JG0462'STAMPED, LARNED NO. 2 1934.
 JG0462'
 JG0462'AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF STATION, 220 FEET
 JG0462'NORTHEAST OF CENTERLINE OF TRACK, 130 FEET NORTHEAST OF
 JG0462'CENTERLINE OF STATE HIGHWAY NO. 45, 8.0 FEET NORTH OF FENCE
 JG0462'CORNER AT STATE HIGHWAY GARAGE, AND PROJECTS 0.3 FOOT, STAMPED
 JG0462'LARNED 1934.  TO REACH AZIMUTH FROM IDEAL LAUNDRY
 JG0462'PROCEED SOUTHWEST ON STATE HIGHWAY 37, GO 0.4 MILE TO STATE
 JG0462'HIGHWAY SUPPLY YARD AND MARK.
 JG0462'
 JG0462'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JG0462
 JG0462                          STATION RECOVERY (1940)
 JG0462
 JG0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 JG0462'AT LARNED.
 JG0462'BENCH MARK IS IN THE VICINITY OF THE LARNED WATER TOWER.  141.3
 JG0462'FEET NORTH OF WIRE FENCE.  129 FEET WEST OF THE CENTER OF THE
 JG0462'STEEL WATER TOWER.  126 FEET SOUTH OF THE CENTERLINE OF WEST
 JG0462'FOURTH STREET.  NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE WATER
 JG0462'TOWER SERVES AS LANDMARK.  MONUMENT IS SUBSURFACE 1.0 FOOT.
 JG0462
 JG0462                          STATION RECOVERY (1945)
 JG0462
 JG0462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1945
 JG0462'REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.  NO. 1 1934
 JG0462'STAMPED ON MARK.
 JG0462
 JG0462                          STATION RECOVERY (1953)
 JG0462
 JG0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0462'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 JG0462'AS DESCRIBED IN 1940.
 JG0462
 JG0462                          STATION RECOVERY (1977)
 JG0462
 JG0462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (RA)
 JG0462'NO. 2 1934 LARNED 2078.54 RECOVERED GOOD.
 JG0462'
 JG0462'CONCRETE MON. AT TOP CURB SW. QUAD. INT. OF COURSE AND W. 4TH ST.
 JG0462'
 JG0462'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LARNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0440 ***********************************************************************
 JG0440  DESIGNATION -  LARNED AZ MK
 JG0440  PID         -  JG0440
 JG0440  STATE/COUNTY-  KS/PAWNEE
 JG0440  USGS QUAD   -  LARNED (1970)
 JG0440
 JG0440                         *CURRENT SURVEY CONTROL
 JG0440  ___________________________________________________________________
 JG0440* NAD 83(1986)-  38 10 06.     (N)    099 06 34.     (W)     SCALED    
 JG0440* NAVD 88     -       610.389  (meters)    2002.58   (feet)  ADJUSTED  
 JG0440  ___________________________________________________________________
 JG0440  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 JG0440  DYNAMIC HT  -         609.916 (meters)    2001.03  (feet)  COMP
 JG0440  MODELED GRAV-     979,833.4   (mgal)                       NAVD 88
 JG0440
 JG0440  VERT ORDER  -  SECOND    CLASS 0
 JG0440
 JG0440.The horizontal coordinates were scaled from a topographic map and have
 JG0440.an estimated accuracy of +/- 6 seconds.
 JG0440
 JG0440.The orthometric height was determined by differential leveling
 JG0440.and adjusted by the National Geodetic Survey in June 1991..
 JG0440
 JG0440.The geoid height was determined by GEOID03.
 JG0440
 JG0440.The dynamic height is computed by dividing the NAVD 88
 JG0440.geopotential number by the normal gravity value computed on the
 JG0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0440.degrees latitude (g = 980.6199 gals.).
 JG0440
 JG0440.The modeled gravity was interpolated from observed gravity values.
 JG0440
 JG0440;                    North         East    Units  Estimated Accuracy
 JG0440;SPC KS S     -   566,840.      346,600.      MT  (+/- 180 meters Scaled)
 JG0440
 JG0440                          SUPERSEDED SURVEY CONTROL
 JG0440
 JG0440  NGVD 29 (??/??/92)  610.222  (m)         2002.04   (f) ADJ UNCH    2 0
 JG0440
 JG0440.Superseded values are not recommended for survey control.
 JG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0440.See file dsdata.txt to determine how the superseded data were derived.
 JG0440
 JG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH904244(NAD 83)
 JG0440_MARKER: DZ = AZIMUTH MARK DISK
 JG0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0440_STAMPING: LARNED 1934
 JG0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0440+STABILITY: SURFACE MOTION
 JG0440
 JG0440  HISTORY     - Date     Condition        Report By
 JG0440  HISTORY     - 1934     MONUMENTED       CGS
 JG0440  HISTORY     - 1940     GOOD             NGS
 JG0440
 JG0440                          STATION DESCRIPTION
 JG0440
 JG0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0440'0.9 MI SW FROM LARNED.
 JG0440'220 FEET NORTHEAST OF CENTER LINE OF TRACK.  130 FEET NORTHEAST
 JG0440'OF CENTER LINE OF STATE HIGHWAY NO. 45.  8.0 FEET NORTH OF FENCE
 JG0440'CORNER AT STATE HIGHWAY GARAGE.  NO WOODEN POST WAS SET, STATE
 JG0440'HIGHWAY GARAGE ACTS AS LANDMARK.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0866 ***********************************************************************
 JG0866  DESIGNATION -  LARNED MUNICIPAL STANDPIPE
 JG0866  PID         -  JG0866
 JG0866  STATE/COUNTY-  KS/PAWNEE
 JG0866  USGS QUAD   -  LARNED (1970)
 JG0866
 JG0866                         *CURRENT SURVEY CONTROL
 JG0866  ___________________________________________________________________
 JG0866* NAD 83(1997)-  38 10 37.56407(N)    099 06 33.04866(W)     ADJUSTED  
 JG0866* NAVD 88     -                                                        
 JG0866  ___________________________________________________________________
 JG0866  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 JG0866  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0866
 JG0866  HORZ ORDER  -  THIRD
 JG0866
 JG0866.The horizontal coordinates were established by classical geodetic methods
 JG0866.and adjusted by the National Geodetic Survey in October 1998..
 JG0866
 JG0866
 JG0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0866
 JG0866.The geoid height was determined by GEOID03.
 JG0866
 JG0866;                    North         East     Units Scale Factor Converg.
 JG0866;SPC KS S     -   567,811.110   346,626.392   MT  0.99994614   -0 22 27.7
 JG0866;UTM  14      - 4,225,470.687   490,437.369   MT  0.99960113   -0 04 02.9
 JG0866
 JG0866                          SUPERSEDED SURVEY CONTROL
 JG0866
 JG0866  NAD 83(1997)-  38 10 37.57168(N)    099 06 33.04770(W) AD(       ) 4
 JG0866  NAD 83(1986)-  38 10 37.57131(N)    099 06 33.04749(W) AD(       ) 4
 JG0866  NAD 27      -  38 10 37.52300(N)    099 06 31.71000(W) AD(       ) 3
 JG0866
 JG0866.Superseded values are not recommended for survey control.
 JG0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0866.See file dsdata.txt to determine how the superseded data were derived.
 JG0866
 JG0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9043725471(NAD 83)
 JG0866_MARKER: 52 = STANDPIPE TANK
 JG0866
 JG0866  HISTORY     - Date     Condition        Report By
 JG0866  HISTORY     - 1934     FIRST OBSERVED   CGS
 JG0866  HISTORY     - 1934     GOOD             CGS
 JG0866  HISTORY     - 1938     GOOD             CGS
 JG0866
 JG0866                          STATION DESCRIPTION
 JG0866
 JG0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0866'POINT OBSERVED UPON IS CENTER OF MUNICIPAL STANDPIPE OF
 JG0866'LARNED.  STANDPIPE IS LOCATED ON HILL IN WEST PORTION OF
 JG0866'LARNED.
 JG0866'
 JG0866'STATION OBSERVED UPON FROM CARL, LARNED, JOHNSON, LEE,
 JG0866'ERICKSON AND KELLER.
 JG0866
 JG0866                          STATION RECOVERY (1934)
 JG0866
 JG0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCM)
 JG0866'THIS STATION HAS BEEN DESTROYED.
 JG0866
 JG0866                          STATION RECOVERY (1938)
 JG0866
 JG0866'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (JH)
 JG0866'LETTER DATED APRIL 19, 1938 FROM JAY HURLEY, ELECTRIC AND
 JG0866'WATER SUPT., LARNED, KANSAS- CONCERNING TRIANGULATION STATIONS
 JG0866'LOCATED AT THE STANDPIPE AT LARNED, KANSAS, FOR YOUR INFORMATION
 JG0866'THE STANDPIPE HAS BEEN RAZED AND A NEW TOWER ERECTED APPROXIMATELY
 JG0866'SIXTY FEET EAST OF THE OLD LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0864 ***********************************************************************
 JG0864  DESIGNATION -  LARNED MUNICIPAL TANK
 JG0864  PID         -  JG0864
 JG0864  STATE/COUNTY-  KS/PAWNEE
 JG0864  USGS QUAD   -  LARNED (1970)
 JG0864
 JG0864                         *CURRENT SURVEY CONTROL
 JG0864  ___________________________________________________________________
 JG0864* NAD 83(1997)-  38 10 37.51617(N)    099 06 32.17434(W)     ADJUSTED  
 JG0864* NAVD 88     -                                                        
 JG0864  ___________________________________________________________________
 JG0864  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 JG0864  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0864
 JG0864  HORZ ORDER  -  THIRD
 JG0864
 JG0864.The horizontal coordinates were established by classical geodetic methods
 JG0864.and adjusted by the National Geodetic Survey in October 1998..
 JG0864
 JG0864
 JG0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0864
 JG0864.The geoid height was determined by GEOID03.
 JG0864
 JG0864;                    North         East     Units Scale Factor Converg.
 JG0864;SPC KS S     -   567,809.494   346,647.661   MT  0.99994614   -0 22 27.2
 JG0864;UTM  14      - 4,225,469.185   490,458.639   MT  0.99960112   -0 04 02.4
 JG0864
 JG0864                          SUPERSEDED SURVEY CONTROL
 JG0864
 JG0864  NAD 83(1997)-  38 10 37.52376(N)    099 06 32.17336(W) AD(       ) 4
 JG0864  NAD 83(1986)-  38 10 37.52284(N)    099 06 32.17322(W) AD(       ) 4
 JG0864  NAD 27      -  38 10 37.47700(N)    099 06 30.80400(W) AD(       ) 3
 JG0864
 JG0864.Superseded values are not recommended for survey control.
 JG0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0864.See file dsdata.txt to determine how the superseded data were derived.
 JG0864
 JG0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9045925469(NAD 83)
 JG0864_MARKER: 53 = ELEVATED TANK
 JG0864
 JG0864  HISTORY     - Date     Condition        Report By
 JG0864  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0864  HISTORY     - 1987     GOOD             NOS
 JG0864
 JG0864                          STATION DESCRIPTION
 JG0864
 JG0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0864'THE STATION IS IN THE SOUTHWEST EDGE OF LARNED.  THE TANK
 JG0864'IS SUPPORTED BY TEN STRUCTURAL STEEL LEGS, PAINTED ALUMINUM
 JG0864'AND IS ABOUT 110 FEET HIGH.  THE POINT INTERSECTED WAS THE
 JG0864'APEX OF THE TANK.
 JG0864
 JG0864                          STATION RECOVERY (1987)
 JG0864
 JG0864'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JWB)
 JG0864'THE STATION WAS RECOVERED IN GOOD CONDITION.  A SMALL SKETLETON
 JG0864'STEEL TOWER AND ANTENNA HAVE BEEN PUT ON TOP OF TANK, FINIAL STILL
 JG0864'VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0463 ***********************************************************************
 JG0463  DESIGNATION -  LARNED RM 1
 JG0463  PID         -  JG0463
 JG0463  STATE/COUNTY-  KS/PAWNEE
 JG0463  USGS QUAD   -  LARNED (1970)
 JG0463
 JG0463                         *CURRENT SURVEY CONTROL
 JG0463  ___________________________________________________________________
 JG0463* NAD 83(1986)-  38 10 37.     (N)    099 06 33.     (W)     SCALED    
 JG0463* NAVD 88     -       633.847  (meters)    2079.55   (feet)  ADJUSTED  
 JG0463  ___________________________________________________________________
 JG0463  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0463  DYNAMIC HT  -         633.357 (meters)    2077.94  (feet)  COMP
 JG0463  MODELED GRAV-     979,834.8   (mgal)                       NAVD 88
 JG0463
 JG0463  VERT ORDER  -  SECOND    CLASS 0
 JG0463
 JG0463.The horizontal coordinates were scaled from a topographic map and have
 JG0463.an estimated accuracy of +/- 6 seconds.
 JG0463
 JG0463.The orthometric height was determined by differential leveling
 JG0463.and adjusted by the National Geodetic Survey in June 1991..
 JG0463
 JG0463.The geoid height was determined by GEOID03.
 JG0463
 JG0463.The dynamic height is computed by dividing the NAVD 88
 JG0463.geopotential number by the normal gravity value computed on the
 JG0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0463.degrees latitude (g = 980.6199 gals.).
 JG0463
 JG0463.The modeled gravity was interpolated from observed gravity values.
 JG0463
 JG0463;                    North         East    Units  Estimated Accuracy
 JG0463;SPC KS S     -   567,790.      346,630.      MT  (+/- 180 meters Scaled)
 JG0463
 JG0463                          SUPERSEDED SURVEY CONTROL
 JG0463
 JG0463  NGVD 29 (??/??/92)  633.682  (m)         2079.01   (f) ADJ UNCH    2 0
 JG0463
 JG0463.Superseded values are not recommended for survey control.
 JG0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0463.See file dsdata.txt to determine how the superseded data were derived.
 JG0463
 JG0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH904254(NAD 83)
 JG0463_MARKER: DR = REFERENCE MARK DISK
 JG0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0463_STAMPING: LARNED NO 1 1934
 JG0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0463+STABILITY: SURFACE MOTION
 JG0463
 JG0463  HISTORY     - Date     Condition        Report By
 JG0463  HISTORY     - 1934     MONUMENTED       CGS
 JG0463  HISTORY     - 1940     GOOD             NGS
 JG0463
 JG0463                          STATION DESCRIPTION
 JG0463
 JG0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0463'AT LARNED.
 JG0463'BENCH MARK IS IN THE VICININTY OF THE LARNED WATER TOWER.  132
 JG0463'FEET WEST OF THE CENTERLINE OF THE SIDEWALK AT THE WEST END OF
 JG0463'THE MUNICIPAL STADIUM.  84 FEET NORTHEAST OF THE CENTER OF
 JG0463'THE STEEL WATER TOWER.  51 FEET SOUTH OF THE CENTERLINE OF WEST
 JG0463'FOURTH STREET.  NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE WATER
 JG0463'TOWER SERVES AS LANDMARK.  MONUMENT PROJECTS 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0461 ***********************************************************************
 JG0461  DESIGNATION -  LARNED RM 2
 JG0461  PID         -  JG0461
 JG0461  STATE/COUNTY-  KS/PAWNEE
 JG0461  USGS QUAD   -  LARNED (1970)
 JG0461
 JG0461                         *CURRENT SURVEY CONTROL
 JG0461  ___________________________________________________________________
 JG0461* NAD 83(1986)-  38 10 37.     (N)    099 06 33.     (W)     SCALED    
 JG0461* NAVD 88     -       633.705  (meters)    2079.08   (feet)  ADJUSTED  
 JG0461  ___________________________________________________________________
 JG0461  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0461  DYNAMIC HT  -         633.215 (meters)    2077.47  (feet)  COMP
 JG0461  MODELED GRAV-     979,834.8   (mgal)                       NAVD 88
 JG0461
 JG0461  VERT ORDER  -  SECOND    CLASS 0
 JG0461
 JG0461.The horizontal coordinates were scaled from a topographic map and have
 JG0461.an estimated accuracy of +/- 6 seconds.
 JG0461
 JG0461.The orthometric height was determined by differential leveling
 JG0461.and adjusted by the National Geodetic Survey in June 1991..
 JG0461
 JG0461.The geoid height was determined by GEOID03.
 JG0461
 JG0461.The dynamic height is computed by dividing the NAVD 88
 JG0461.geopotential number by the normal gravity value computed on the
 JG0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0461.degrees latitude (g = 980.6199 gals.).
 JG0461
 JG0461.The modeled gravity was interpolated from observed gravity values.
 JG0461
 JG0461;                    North         East    Units  Estimated Accuracy
 JG0461;SPC KS S     -   567,790.      346,630.      MT  (+/- 180 meters Scaled)
 JG0461
 JG0461                          SUPERSEDED SURVEY CONTROL
 JG0461
 JG0461  NGVD 29 (??/??/92)  633.540  (m)         2078.54   (f) ADJ UNCH    2 0
 JG0461
 JG0461.Superseded values are not recommended for survey control.
 JG0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0461.See file dsdata.txt to determine how the superseded data were derived.
 JG0461
 JG0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH904254(NAD 83)
 JG0461_MARKER: DR = REFERENCE MARK DISK
 JG0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0461_STAMPING: LARNED NO 2 1934
 JG0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0461+STABILITY: SURFACE MOTION
 JG0461
 JG0461  HISTORY     - Date     Condition        Report By
 JG0461  HISTORY     - 1934     MONUMENTED       CGS
 JG0461  HISTORY     - 1940     GOOD             NGS
 JG0461
 JG0461                          STATION DESCRIPTION
 JG0461
 JG0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0461'AT LARNED.
 JG0461'BENCH MARK IS IN THE VICINITY OF THE LARNED WATER TOWER.  219
 JG0461'FEET WEST OF THE CENTER OF THE WATER TOWER.  54 FEET SOUTHWEST
 JG0461'OF THE CENTER OF INTERSECTION OF WEST FOURTH STREET AND GRAVEL
 JG0461'ROAD.  52 FEET SOUTH OF THE CENTERLINE OF WEST FOURTH STREET.
 JG0461'NO 4 X 4 INCH WOODEN POST WAS SET BECAUSE WATER TOWER SERVES AS
 JG0461'LANDMARK.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0933 ***********************************************************************
 KF0933  DESIGNATION -  LARSON
 KF0933  PID         -  KF0933
 KF0933  STATE/COUNTY-  KS/CLOUD
 KF0933  USGS QUAD   -  RICE (1965)
 KF0933
 KF0933                         *CURRENT SURVEY CONTROL
 KF0933  ___________________________________________________________________
 KF0933* NAD 83(1997)-  39 37 26.37208(N)    097 37 04.38572(W)     ADJUSTED  
 KF0933* NAVD 88     -       441.43   (+/-2cm)    1448.3    (feet)  VERTCON   
 KF0933  ___________________________________________________________________
 KF0933  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 KF0933  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 KF0933
 KF0933  HORZ ORDER  -  THIRD
 KF0933  VERT ORDER  -  THIRD ? (See Below)
 KF0933
 KF0933.The horizontal coordinates were established by classical geodetic methods
 KF0933.and adjusted by the National Geodetic Survey in October 1998..
 KF0933
 KF0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0933.The vertical order pertains to the NGVD 29 superseded value.
 KF0933
 KF0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0933
 KF0933.The geoid height was determined by GEOID03.
 KF0933
 KF0933;                    North         East     Units Scale Factor Converg.
 KF0933;SPC KS N     -   143,350.256   432,807.731   MT  0.99997803   +0 14 30.4
 KF0933;UTM  14      - 4,386,937.944   618,623.643   MT  0.99977324   +0 52 53.6
 KF0933
 KF0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0933!SPC KS N     -   0.99993500  x   0.99997803  =   0.99991303
 KF0933!UTM  14      -   0.99993500  x   0.99977324  =   0.99970825
 KF0933
 KF0933:                Primary Azimuth Mark                     Grid Az
 KF0933:SPC KS N     -  LARSON AZ MK                             149 24 30.0
 KF0933:UTM  14      -  LARSON AZ MK                             148 46 06.8
 KF0933
 KF0933|---------------------------------------------------------------------|
 KF0933| PID    Reference Object                     Distance      Geod. Az  |
 KF0933|                                                           dddmmss.s |
 KF0933| CN9820 LARSON AZ MK                                       1493900.4 |
 KF0933| KF0935 CONCORDIA MUNICIPAL TANK            APPROX. 7.9 KM 2121801.4 |
 KF0933| KF0936 CONCORDIA MUNICIPAL STANDPIPE       APPROX. 7.4 KM 2123757.1 |
 KF0933| KF0938 CONCORDIA HOSPITAL WATER TANK       APPROX. 7.6 KM 2185717.9 |
 KF0933| CN9822 LARSON RM 2                          13.192 METERS 27108     |
 KF0933| CN9821 LARSON RM 1                          12.949 METERS 35737     |
 KF0933|---------------------------------------------------------------------|
 KF0933
 KF0933                          SUPERSEDED SURVEY CONTROL
 KF0933
 KF0933  NAD 83(1997)-  39 37 26.37714(N)    097 37 04.38391(W) AD(       ) 3
 KF0933  NAD 83(1986)-  39 37 26.37901(N)    097 37 04.38417(W) AD(       ) 3
 KF0933  NAD 27      -  39 37 26.37300(N)    097 37 03.24400(W) AD(       ) 3
 KF0933  NGVD 29 (07/19/86)  441.28   (m)         1447.8    (f) LEVELING    3  
 KF0933
 KF0933.Superseded values are not recommended for survey control.
 KF0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0933.See file dsdata.txt to determine how the superseded data were derived.
 KF0933
 KF0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1862486938(NAD 83)
 KF0933_MARKER: DS = TRIANGULATION STATION DISK
 KF0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0933
 KF0933  HISTORY     - Date     Condition        Report By
 KF0933  HISTORY     - 1950     MONUMENTED       CGS
 KF0933  HISTORY     - 1963     GOOD             CGS
 KF0933
 KF0933                          STATION DESCRIPTION
 KF0933
 KF0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0933'THE STATION IS LOCATED 3.5 MILE WEST AND 1.5 MILES SOUTH OF
 KF0933'HOLLIS, 2.25 MILES EAST AND 3.5 MILES NORTH OF CONCORDIA.  IT IS
 KF0933'AT THE EAST EDGE OF OPENING IN A HEDGEROW AT THE NORTH EDGE OF A
 KF0933'CULTIVATED FIELD, 20.0 FEET SOUTH OF CENTER OF A GRADED ROAD, 11.0
 KF0933'FEET EAST OF CENTER OF A DRIVEWAY AND 4.5 FEET WEST OF A WITNESS
 KF0933'POST.  IT IS STAMPED LARSON 1950 AND PROJECTS 6 INCHES.
 KF0933'
 KF0933'REFERENCE MARK NO 1 IS 22.0 FEET NORTH OF CENTER OF A GRADED ROAD.
 KF0933'IT IS STAMPED LARSON NO 1 1950 AND PROJECTS 2 INCHES.
 KF0933'
 KF0933'REFERENCE MARK NO 2 IS 20.0 FEET SOUTH OF CENTER OF A GRADED
 KF0933'ROAD.  IT IS STAMPED LARSON NO 2 1950 AND PROJECTS 5 INCHES.
 KF0933'
 KF0933'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 58.7 FEET.
 KF0933'
 KF0933'THE AZIMUTH MARK IS 31.0 FEET WEST OF U.S. HIGHWAY 81, 3.0 FEET
 KF0933'NORTH OF A T FENCE CORNER AND 1.0 FEET EAST OF A WOVEN WIRE
 KF0933'FENCE.  IT IS STAMPED LARSON 1950 AND PROJECTS 6 INCHES.
 KF0933'
 KF0933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 KF0933'STATE HIGHWAY 9 AT THE SOUTH END OF VIADUCT IN CONCORDIA, GO
 KF0933'NORTH ON U.S. HIGHWAY 81 FOR 2.7 MILES TO WHERE HIGHWAY CURVES
 KF0933'EAST.  CONTINUE EAST ON HIGHWAY FOR 2.5 MILES TO WHERE HIGHWAY
 KF0933'CURVES NORTH AT SCHOOLHOUSE, CONTINUE NORTH ON HIGHWAY FOR 0.8
 KF0933'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE NORTH ON
 KF0933'U.S.  HIGHWAY 81 FOR 0.2 MILE TO CROSS ROAD, TURN LEFT, WEST, FOR
 KF0933'0.25 MILE TO STATION ON LEFT AS DESCRIBED.
 KF0933
 KF0933                          STATION RECOVERY (1963)
 KF0933
 KF0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0933'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KF0933'IN GOOD CONDITION.  SOME CHANGES ARE NECESSARY IN THE DESCRIPTION
 KF0933'AS THE DISTANCES AND THE TO REACH TO THE AZIMUTH MARK ARE
 KF0933'INCORRECT.  A COMPLETE DESCRIPTION FOLLOWS.
 KF0933'
 KF0933'STATION IS LOCATED ABOUT 4 AND 1/2 MILES NORTHEAST OF CONCORDIA
 KF0933'AND 3 AND 1/2 MILES WEST-SOUTHWEST OF HOLLIS ON THE NORTH SIDE OF
 KF0933'SEC. 14, T 5 S., R 3 W. ALONG THE SOUTH SIDE OF A SECTIONLINE
 KF0933'GRADED ROAD AT AN OPENING OR FIELD ENTRANCE IN A HEDGE ROW, 25
 KF0933'FEET SOUTH OF THE CENTER OF GRADED ROAD, 12 FEET EAST OF THE
 KF0933'FIELD ENTRANCE, 2 FEET EAST OF AN EAST GATE POST IN A FENCELINE
 KF0933'AND HEDGEROW, AND 1 FOOT WEST OF A NEW STEEL WITNESS POST WITH
 KF0933'SIGN.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KF0933'LARSON 1950.
 KF0933'
 KF0933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 KF0933'STATE HIGHWAY 9 AT THE SOUTH END OF THE VIADUCT IN CONCORDIA,
 KF0933'GO NORTH ON U.S. HIGHWAY 81 FOR 2.7 MILES TO CROSSROADS.
 KF0933'(NEW U.S. HIGHWAY 81 CONTINUES NORTH.) TURN RIGHT AND FOLLOW
 KF0933'HARD-SURFACED ROAD EAST FOR 2.5 MILES TO A CURVE LEFT.  TURN
 KF0933'LEFT AND GO NORTH ON HARD-SURFACED ROAD FOR 0.55 MILE TO A
 KF0933'FARMHOUSE ON THE LEFT AND A GROVE OF TREES AND THE AZIMUTH
 KF0933'MARK AS DESCRIBED.  CONTINUE NORTH ON THE HARD-SURFACED ROAD
 KF0933'FOR 0.45 MILE TO CROSSROADS.  TURN LEFT AND GO WEST ON A
 KF0933'GRADED DIRT ROAD FOR 0.25 MILE TO A BREAK IN THE HEDGEROW, A
 KF0933'FIELD ENTRANCE, AND THE STATION ON THE LEFT AS DESCRIBED.
 KF0933'
 KF0933'REFERENCE MARK NO. 1 IS 42.48 FEET NORTH OF THE STATION, 20
 KF0933'FEET WEST-SOUTHWEST OF AN EAST GATE POST, 17 FEET NORTH OF THE
 KF0933'CENTER OF GRADED ROAD, AND 8 FEET SOUTH OF WEST GATE POST AND
 KF0933'NORTH RIGHT-OF-WAY FENCELINE.  THE MARK IS FLUSH WITH THE SURFACE
 KF0933'OF THE GROUND AND THE DISK IS STAMPED LARSON NO 1 1950.
 KF0933'
 KF0933'REFERENCE MARK NO. 2 IS 43.28 FEET WEST OF THE STATION, 24 FEET
 KF0933'SOUTH OF THE CENTER OF GRADED ROAD, 21 FEET WEST OF THE WEST GATE
 KF0933'POST IN HEDGEROW AND FENCELINE, AND 1 FOOT NORTH OF FENCE AND
 KF0933'HEDGEROW.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KF0933'LARSON NO 2 1950.
 KF0933'
 KF0933'AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHEAST OF THE STATION, AT THE
 KF0933'NORTHEAST CORNER OF A GROVE OF TREES ALONG THE NORTH SIDE OF
 KF0933'FARM BUILDINGS, 31 FEET WEST OF THE CENTERLINE OF HARD-SURFACED
 KF0933'ROAD WHICH WAS OLD U.S. HIGHWAY 81, 3 FEET NORTH OF A T-FENCE
 KF0933'CORNER, AND 1 FOOT EAST OF A WOVEN WIRE FENCE.  THE MARK PROJECTS
 KF0933'4 INCHES AND THE DISK IS STAMPED LARSON 1950.
 KF0933'
 KF0933'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1763 ***********************************************************************
 JE1763  CBN         -  This is a Cooperative Base Network Control Station.
 JE1763  DESIGNATION -  LAST
 JE1763  PID         -  JE1763
 JE1763  STATE/COUNTY-  KS/SHAWNEE
 JE1763  USGS QUAD   -  RICHLAND (1982)
 JE1763
 JE1763                         *CURRENT SURVEY CONTROL
 JE1763  ___________________________________________________________________
 JE1763* NAD 83(1997)-  38 52 34.21598(N)    095 36 47.04361(W)     ADJUSTED  
 JE1763* NAVD 88     -       333.3    (meters)    1094.     (feet)  GPS OBS   
 JE1763  ___________________________________________________________________
 JE1763  X           -    -486,330.488 (meters)                     COMP
 JE1763  Y           -  -4,948,360.816 (meters)                     COMP
 JE1763  Z           -   3,981,813.907 (meters)                     COMP
 JE1763  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 JE1763  ELLIP HEIGHT-         301.89  (meters)          (07/29/04) GPS OBS
 JE1763  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JE1763
 JE1763  HORZ ORDER  -  B
 JE1763  ELLP ORDER  -  FOURTH    CLASS II
 JE1763
 JE1763.The horizontal coordinates were established by GPS observations
 JE1763.and adjusted by the National Geodetic Survey in December 1997..
 JE1763
 JE1763.The orthometric height was determined by GPS observations and a
 JE1763.high-resolution geoid model.
 JE1763
 JE1763.Photographs are available for this station.
 JE1763
 JE1763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE1763
 JE1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1763
 JE1763.The ellipsoidal height was determined by GPS observations
 JE1763.and is referenced to NAD 83.
 JE1763
 JE1763.The geoid height was determined by GEOID03.
 JE1763
 JE1763;                    North         East     Units Scale Factor Converg.
 JE1763;SPC KS N     -    62,990.381   607,102.765   MT  0.99997809   +1 30 36.9
 JE1763;SPC KS S     -   649,116.442   650,498.866   MT  1.00007590   +1 46 26.8
 JE1763;UTM  15      - 4,306,280.873   273,319.180   MT  1.00023278   -1 38 26.7
 JE1763
 JE1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1763!SPC KS N     -   0.99995264  x   0.99997809  =   0.99993073
 JE1763!SPC KS S     -   0.99995264  x   1.00007590  =   1.00002853
 JE1763!UTM  15      -   0.99995264  x   1.00023278  =   1.00018541
 JE1763
 JE1763|---------------------------------------------------------------------|
 JE1763| PID    Reference Object                     Distance      Geod. Az  |
 JE1763|                                                           dddmmss.s |
 JE1763| CL4724 LAST RM 1                            22.109 METERS 20522     |
 JE1763| CL4725 LAST RM 2                            13.939 METERS 31102     |
 JE1763| JE1768 PAULINE CULLEN VILLAGE TANK         APPROX.10.8 KM 3130627.7 |
 JE1763| JE1771 PAULINE CULLEN VIL RELAY TOWER      APPROX.10.7 KM 3180358.4 |
 JE1763| JE1770 FORBES AIR FORCE BASE BEACON        APPROX. 9.8 KM 3230203.8 |
 JE1763|---------------------------------------------------------------------|
 JE1763
 JE1763                          SUPERSEDED SURVEY CONTROL
 JE1763
 JE1763  ELLIP H (12/22/97)  301.93   (m)                       GP(       ) 4 1
 JE1763  NAD 83(1986)-  38 52 34.21745(N)    095 36 47.03647(W) AD(       ) 3
 JE1763  NAD 27      -  38 52 34.20100(N)    095 36 46.10540(W) AD(       ) 3
 JE1763
 JE1763.Superseded values are not recommended for survey control.
 JE1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1763.See file dsdata.txt to determine how the superseded data were derived.
 JE1763
 JE1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD7331906281(NAD 83)
 JE1763_MARKER: DS = TRIANGULATION STATION DISK
 JE1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1763_STAMPING: LAST 1960
 JE1763_MARK LOGO: CGS   
 JE1763_PROJECTION: PROJECTING 8 CENTIMETERS
 JE1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1763+STABILITY: SURFACE MOTION
 JE1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1763+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2001
 JE1763
 JE1763  HISTORY     - Date     Condition        Report By
 JE1763  HISTORY     - 1960     MONUMENTED       CGS
 JE1763  HISTORY     - 19970305 GOOD             NGS
 JE1763  HISTORY     - 20010421 GOOD             MSAM
 JE1763
 JE1763                          STATION DESCRIPTION
 JE1763
 JE1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1763'THE STATION IS LOCATED ABOUT 4 MILES NORTH AND 4 MILES EAST OF
 JE1763'CARBONDALE, 4-1/2 MILES EAST OF WAKARUSA, 1/2 MILE NORTH OF THE
 JE1763'SHAWNEE-OSAGE COUNTY LINE, AND IN THE NW 1/4 OF THE SW 1/4 OF
 JE1763'SECTION 35, T. 13 S., R. 16 E.
 JE1763'
 JE1763'TO REACH THE STATION FROM THE BRIDGE OVER THE WAKARUSA RIVER ON
 JE1763'U.S. HIGHWAY 75, THAT IS ABOUT 4 MILES NORTH OF CARBONDALE AND 1/2
 JE1763'MILE EAST OF WAKARUSA, GO SOUTH ON U.S. HIGHWAY 75 0.5 MILE TO A
 JE1763'CROSSROAD.  TURN LEFT, AND FOLLOW THE GRAVELED ROAD EASTERLY,
 JE1763'2.3 MILES TO A T-ROAD.  TURN LEFT, AND FOLLOW THE GRAVELED ROAD
 JE1763'NORTH AND EAST, 1.2 MILES TO A Y-FORK.  KEEP RIGHT FORK, AND
 JE1763'CONTINUE EASTERLY 0.8 MILE TO A Y-FORK.  TAKE THE RIGHT FORK,
 JE1763'AND FOLLOW THE GRAVELED ROAD SOUTHEAST AND SOUTH, 0.7 MILE TO
 JE1763'THE STATION ON THE LEFT, EAST, SIDE OF THE ROAD.
 JE1763'
 JE1763'THE STATION MARK, STAMPED LAST 1960, IS A STANDARD DISK, SET IN
 JE1763'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 JE1763'IT IS 17 FEET EAST OF THE CENTER OF THE DIRT ROAD, 6 FEET WEST OF
 JE1763'A FENCE, AND 3.9 FEET WEST OF THE WITNESS POST.
 JE1763'
 JE1763'REFERENCE MARK NO. 1, STAMPED LAST NO 1 1960, IS A STANDARD DISK,
 JE1763'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 JE1763'4 INCHES.  IT IS 15 FEET WEST OF THE CENTER OF THE DIRT ROAD, 1/2
 JE1763'FOOT EAST OF A FENCE, AND 54 FEET SOUTH OF A TELEPHONE POLE.
 JE1763'
 JE1763'REFERENCE MARK NO. 2, STAMPED LAST NO 2 1960, IS A STANDARD DISK,
 JE1763'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 JE1763'3 INCHES.  IT IS 42 FEET NORTH OF A TELEPHONE POLE, 15 FEET WEST
 JE1763'OF THE CENTER OF THE DIRT ROAD, AND 1/2 FOOT EAST OF A FENCE.
 JE1763'
 JE1763'AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS STATION AS A SUITABLE
 JE1763'LOCATION COULD NOT BE FOUND.
 JE1763
 JE1763                          STATION RECOVERY (1997)
 JE1763
 JE1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JE1763'THE STATION IS LOCATED ABOUT 20.9 KM (13.00 MI) SOUTH-SOUTHEAST OF
 JE1763'TOPEKA, 9.7 KM (6.00 MI) NORTHEAST OF CARBONDALE, 8.0 KM (4.95 MI)
 JE1763'EAST OF WAKARUSA, 0.8 KM (0.50 MI) NORTH OF THE SHAWNEE-OSAGE COUNTY
 JE1763'LINE, AND IN THE SOUTHWEST PORTION OF SECTION 35, T 13 S, R 16 E.
 JE1763'OWNERSHIP--KANSAS DEPARTMENT OF TRANSPORTATION, COUNTY ROAD
 JE1763'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE CENTER OF THE HIGHWAY
 JE1763'BRIDGE OVER THE WAKARUSA RIVER, WHICH IS ABOUT 6.4 KM (3.95 MI) NORTH
 JE1763'OF CARBONDALE AND 0.8 KM (0.50 MI) EAST OF WAKARUSA, GO SOUTH ON OLD
 JE1763'HIGHWAY 75 (SOUTH TOPEKA AVE) FOR 0.80 KM (0.50 MI) TO A GRAVEL
 JE1763'CROSSROAD (SW 101ST ST).  TURN LEFT AND GO EASTERLY ON THE GRAVEL ROAD
 JE1763'FOR 3.70 KM (2.30 MI) TO A T-JUNCTION (SW 102ND ST).  TURN LEFT AND
 JE1763'FOLLOW THE GRAVEL ROAD NORTH AND EAST FOR 1.93 KM (1.20 MI) TO A
 JE1763'Y-FORK.  BEAR RIGHT AND CONTINUE EASTERLY ON GRAVEL ROAD FOR 1.29 KM
 JE1763'(0.80 MI) TO A Y-FORK.  TAKE THE RIGHT FORK, AND FOLLOW THE GRAVEL
 JE1763'ROAD SOUTHEAST AND SOUTH FOR 1.13 KM (0.70 MI) TO THE STATION ON THE
 JE1763'LEFT, EAST SIDE OF ROAD.  THE STATION IS A STANDARD CGS DISK SET IN
 JE1763'THE TOP OF A 25 CM SQUARE CONCRETE MONUMENT PROJECTING 8 CM ABOVE
 JE1763'GROUND.  LOCATED 5.18 M (16.99 FT) EAST FROM THE CENTER OF THE GRAVEL
 JE1763'ROAD, 1.83 M (6.00 FT) WEST FROM A NORTH-SOUTH WIRE FENCE AND 1.34 M
 JE1763'(4.40 FT) WEST FROM A METAL WITNESS POST.
 JE1763
 JE1763                          STATION RECOVERY (2001)
 JE1763
 JE1763'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 JE1763'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 JE1763'RECOVERED AS DESCRIBED. ADDED A CARSONITE MARKER NEXT  TO EXISTING,
 JE1763'BUT
 JE1763'FADED METAL WITNESS POST.
 JE1763'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1334 ***********************************************************************
 JF1334  DESIGNATION -  LAST
 JF1334  PID         -  JF1334
 JF1334  STATE/COUNTY-  KS/LYON
 JF1334  USGS QUAD   -  ADMIRE (1971)
 JF1334
 JF1334                         *CURRENT SURVEY CONTROL
 JF1334  ___________________________________________________________________
 JF1334* NAD 83(1997)-  38 41 53.54659(N)    096 00 04.57330(W)     ADJUSTED  
 JF1334* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 JF1334  ___________________________________________________________________
 JF1334  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 JF1334  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JF1334
 JF1334  HORZ ORDER  -  SECOND
 JF1334
 JF1334.The horizontal coordinates were established by classical geodetic methods
 JF1334.and adjusted by the National Geodetic Survey in October 1998..
 JF1334
 JF1334.The orthometric height was scaled from a topographic map.
 JF1334
 JF1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1334
 JF1334.The geoid height was determined by GEOID03.
 JF1334
 JF1334;                    North         East     Units Scale Factor Converg.
 JF1334;SPC KS S     -   628,393.622   617,352.673   MT  1.00002867   +1 32 07.9
 JF1334;SPC KS N     -    42,423.742   573,862.277   MT  1.00000303   +1 15 52.7
 JF1334;UTM  14      - 4,287,556.243   760,790.948   MT  1.00043761   +1 52 33.3
 JF1334;UTM  15      - 4,287,563.485   238,988.048   MT  1.00043903   -1 52 39.0
 JF1334
 JF1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1334!SPC KS S     -   0.99994456  x   1.00002867  =   0.99997323
 JF1334!SPC KS N     -   0.99994456  x   1.00000303  =   0.99994759
 JF1334!UTM  14      -   0.99994456  x   1.00043761  =   1.00038215
 JF1334!UTM  15      -   0.99994456  x   1.00043903  =   1.00038357
 JF1334
 JF1334|---------------------------------------------------------------------|
 JF1334| PID    Reference Object                     Distance      Geod. Az  |
 JF1334|                                                           dddmmss.s |
 JF1334| CL4722 LAST RM 1                            10.055 METERS 00137     |
 JF1334| CL4723 LAST RM 2                            10.581 METERS 17606     |
 JF1334| JF1335 KANSAS TURNPIKE MICROWAVE MAST      APPROX. 5.8 KM 2064708.1 |
 JF1334| JF1327 ESKRIDGE MUNICIPAL TANK             APPROX.20.5 KM 3313423.0 |
 JF1334| CL4721 LAST AZ MK                                         3561916.2 |
 JF1334|---------------------------------------------------------------------|
 JF1334
 JF1334                          SUPERSEDED SURVEY CONTROL
 JF1334
 JF1334  NAD 83(1986)-  38 41 53.55302(N)    096 00 04.57209(W) AD(       ) 2
 JF1334  NAD 27      -  38 41 53.52447(N)    096 00 03.60414(W) AD(       ) 2
 JF1334
 JF1334.Superseded values are not recommended for survey control.
 JF1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1334.See file dsdata.txt to determine how the superseded data were derived.
 JF1334
 JF1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH6079187556(NAD 83)
 JF1334_MARKER: DS = TRIANGULATION STATION DISK
 JF1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1334
 JF1334  HISTORY     - Date     Condition        Report By
 JF1334  HISTORY     - 1956     MONUMENTED       CGS
 JF1334  HISTORY     - 1968     GOOD             CGS
 JF1334
 JF1334                          STATION DESCRIPTION
 JF1334
 JF1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1334'THE STATION IS ABOUT 6-1/2 MILES NORTHEAST OF ADMIRE, 9 MILES
 JF1334'SOUTHWEST OF BURLINGAME ON ROAD RIGHT-OF-WAY.  IT IS 26 FEET
 JF1334'EAST OF THE CENTERLINE OF A GRAVEL ROAD, 2 FEET WEST OF A WIRE
 JF1334'FENCE, 54 FEET EAST OF A POWER LINE POLE AND 6 FEET SOUTH OF A
 JF1334'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JF1334'LAST 1956.
 JF1334'
 JF1334'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JF1334'STATE HIGHWAY 99 ABOUT 0.5 MILE NORTH OF ADMIRE, GO NORTH ON
 JF1334'HIGHWAY 99 FOR 2.9 MILES TO A GRAVEL CROSSROAD.  TURN RIGHT AND
 JF1334'GO EAST ON GRAVEL ROAD FOR 5.0 MILES TO A SIDE ROAD LEFT.  TURN
 JF1334'LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.2 MILE TO THE TOP OF GRADE
 JF1334'AND THE STATION ON THE RIGHT.  CONTINUE NORTH ON THE GRAVEL ROAD
 JF1334'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JF1334'
 JF1334'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTERLINE OF THE GRAVEL
 JF1334'ROAD AND 1 FOOT WEST OF THE WIRE FENCE.  THE MARK IS FLUSH AND
 JF1334'THE DISK IS STAMPED LAST NO 1 1956.
 JF1334'
 JF1334'REFERENCE MARK 2 IS 28 FEET EAST OF THE CENTERLINE OF THE
 JF1334'GRAVEL ROAD AND 1 FOOT WEST OF THE WIRE FENCE.  THE MARK IS
 JF1334'FLUSH AND THE DISK IS STAMPED LAST NO 2 1956.
 JF1334'
 JF1334'THE AZIMUTH MARK IS 27 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 JF1334'ROAD, 1 FOOT EAST OF A WIRE FENCE AND 2 FEET SOUTH OF A WHITE
 JF1334'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED LAST
 JF1334'1956.
 JF1334'
 JF1334'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1334
 JF1334                          STATION RECOVERY (1968)
 JF1334
 JF1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1334'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 JF1334'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 JF1334'IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1334'RECOVERY.
 JF1334'
 JF1334'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 JF1334'
 JF1334'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 JF1334'
 JF1334'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6-1/2
 JF1334'MILES NORTHEAST OF ADMIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1486 ***********************************************************************
 JF1486  DESIGNATION -  LATIMER
 JF1486  PID         -  JF1486
 JF1486  STATE/COUNTY-  KS/MORRIS
 JF1486  USGS QUAD   -  WOODBINE (1964)
 JF1486
 JF1486                         *CURRENT SURVEY CONTROL
 JF1486  ___________________________________________________________________
 JF1486* NAD 83(1997)-  38 45 45.29684(N)    096 53 25.80600(W)     ADJUSTED  
 JF1486* NAVD 88     -       431.78   (+/-2cm)    1416.6    (feet)  VERTCON   
 JF1486  ___________________________________________________________________
 JF1486  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 JF1486  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 JF1486
 JF1486  HORZ ORDER  -  SECOND
 JF1486  VERT ORDER  -  THIRD ? (See Below)
 JF1486
 JF1486.The horizontal coordinates were established by classical geodetic methods
 JF1486.and adjusted by the National Geodetic Survey in October 1998..
 JF1486
 JF1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1486.The vertical order pertains to the NGVD 29 superseded value.
 JF1486
 JF1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1486
 JF1486.The geoid height was determined by GEOID03.
 JF1486
 JF1486;                    North         East     Units Scale Factor Converg.
 JF1486;SPC KS N     -    48,241.953   496,429.122   MT  0.99999291   +0 42 07.2
 JF1486;UTM  14      - 4,292,543.636   683,283.075   MT  1.00001368   +1 19 16.0
 JF1486
 JF1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1486!SPC KS N     -   0.99993687  x   0.99999291  =   0.99992978
 JF1486!UTM  14      -   0.99993687  x   1.00001368  =   0.99995055
 JF1486
 JF1486:                Primary Azimuth Mark                     Grid Az
 JF1486:SPC KS N     -  WHITE CITY MUNICIPAL TANK                073 40 45.6
 JF1486:UTM  14      -  WHITE CITY MUNICIPAL TANK                073 03 36.8
 JF1486
 JF1486|---------------------------------------------------------------------|
 JF1486| PID    Reference Object                     Distance      Geod. Az  |
 JF1486|                                                           dddmmss.s |
 JF1486| JF1464 WHITE CITY MUNICIPAL TANK           APPROX.14.0 KM 0742252.8 |
 JF1486| CL4726 LATIMER AZ MK                                      1055000.1 |
 JF1486| JF1476 HERINGTON ARMY AIR BASE SPIPE       APPROX.10.3 KM 1395628.3 |
 JF1486| CL4728 LATIMER RM 2                          9.587 METERS 18055     |
 JF1486| CL4727 LATIMER RM 1                          9.815 METERS 35900     |
 JF1486|---------------------------------------------------------------------|
 JF1486
 JF1486                          SUPERSEDED SURVEY CONTROL
 JF1486
 JF1486  NAD 83(1986)-  38 45 45.30425(N)    096 53 25.80405(W) AD(       ) 2
 JF1486  NAD 27      -  38 45 45.28437(N)    096 53 24.76288(W) AD(       ) 2
 JF1486  NGVD 29 (07/19/86)  431.64   (m)         1416.1    (f) LEVELING    3  
 JF1486
 JF1486.Superseded values are not recommended for survey control.
 JF1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1486.See file dsdata.txt to determine how the superseded data were derived.
 JF1486
 JF1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH8328392544(NAD 83)
 JF1486_MARKER: DS = TRIANGULATION STATION DISK
 JF1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1486
 JF1486  HISTORY     - Date     Condition        Report By
 JF1486  HISTORY     - 1956     MONUMENTED       CGS
 JF1486  HISTORY     - 1968     GOOD             CGS
 JF1486
 JF1486                          STATION DESCRIPTION
 JF1486
 JF1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1486'THE STATION IS ABOUT 7 MILES NORTHEAST OF HERINGTON, 9 MILES
 JF1486'SOUTHWEST OF WHITE CITY, ON THE WEST SIDE OF A GRAVELED ROAD AND
 JF1486'ON THE RIGHT-OF-WAY.  IT IS 25 FEET WEST OF THE CENTERLINE OF THE
 JF1486'GRAVELED ROAD, 2 FEET EAST OF A WIRE FENCE, 4 FEET SOUTH OF A
 JF1486'TELEPHONE POLE AND 4 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE
 JF1486'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LATIMER 1956.
 JF1486'
 JF1486'TO REACH THE STATION FROM THE RAILROAD DEPOT IN THE VILLAGE
 JF1486'OF LATIMER, GO WEST ON STATE HIGHWAY 10 FOR 0.6 MILE TO A
 JF1486'REVERSE Y-INTERSECTION.  TURN SHARP RIGHT AND GO NORTH ON A
 JF1486'GRAVELED ROAD FOR 0.1 MILE TO A RAILROAD CROSSING.  CONTINUE
 JF1486'NORTH ON THE GRAVELED ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN
 JF1486'LEFT AND GO WEST ON A GRAVELED ROAD FOR 2.0 MILES TO A
 JF1486'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.55
 JF1486'MILES TO THE STATION ON THE LEFT.
 JF1486'
 JF1486'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 JF1486'GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 JF1486'GO EAST ON A GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE
 JF1486'LEFT.
 JF1486'
 JF1486'REFERENCE MARK 1 IS 25 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 JF1486'ROAD, 1 FOOT EAST OF A WIRE FENCE AND 29 FEET NORTH OF THE WHITE
 JF1486'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JF1486'LATIMER NO 1 1956.
 JF1486'
 JF1486'REFERENCE MARK 2 IS 25 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 JF1486'ROAD, 1 FOOT EAST OF A WIRE FENCE AND 35 FEET SOUTH OF THE WHITE
 JF1486'WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JF1486'LATIMER NO 2 1956.
 JF1486'
 JF1486'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 JF1486'ROAD, 1 FOOT SOUTH OF A WIRE FENCE AND 2 FEET WEST OF A WHITE
 JF1486'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JF1486'LATIMER 1956.
 JF1486'
 JF1486'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JF1486
 JF1486                          STATION RECOVERY (1968)
 JF1486
 JF1486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1486'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JF1486'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1486'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1486'FOR RECOVERY.
 JF1486'
 JF1486'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 JF1486'
 JF1486'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 JF1486'
 JF1486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MILES
 JF1486'NORTHEAST OF HERINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0564 ***********************************************************************
 JH0564  DESIGNATION -  LAW
 JH0564  PID         -  JH0564
 JH0564  STATE/COUNTY-  KS/GREELEY
 JH0564  USGS QUAD   -  SELKIRK (1970)
 JH0564
 JH0564                         *CURRENT SURVEY CONTROL
 JH0564  ___________________________________________________________________
 JH0564* NAD 83(1997)-  38 27 44.43936(N)    101 36 55.31156(W)     ADJUSTED  
 JH0564* NAVD 88     -      1067.     (meters)    3501.     (feet)  SCALED    
 JH0564  ___________________________________________________________________
 JH0564  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 JH0564  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 JH0564
 JH0564  HORZ ORDER  -  SECOND
 JH0564
 JH0564.The horizontal coordinates were established by classical geodetic methods
 JH0564.and adjusted by the National Geodetic Survey in October 1998..
 JH0564
 JH0564.The orthometric height was scaled from a topographic map.
 JH0564
 JH0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0564
 JH0564.The geoid height was determined by GEOID03.
 JH0564
 JH0564;                    North         East     Units Scale Factor Converg.
 JH0564;SPC KS S     -   603,840.410   128,152.475   MT  0.99998103   -1 54 52.1
 JH0564;UTM  14      - 4,260,355.794   271,809.005   MT  1.00024130   -1 37 38.9
 JH0564
 JH0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0564!SPC KS S     -   0.99983633  x   0.99998103  =   0.99981736
 JH0564!UTM  14      -   0.99983633  x   1.00024130  =   1.00007759
 JH0564
 JH0564|---------------------------------------------------------------------|
 JH0564| PID    Reference Object                     Distance      Geod. Az  |
 JH0564|                                                           dddmmss.s |
 JH0564| CM8958 LAW RM 2                             16.697 METERS 08223     |
 JH0564| JH0594 TRIBUNE MUNICIPAL TANK              APPROX.12.2 KM 2740909.1 |
 JH0564| CM8957 LAW RM 1                             25.219 METERS 34951     |
 JH0564|---------------------------------------------------------------------|
 JH0564
 JH0564                          SUPERSEDED SURVEY CONTROL
 JH0564
 JH0564  NAD 83(1986)-  38 27 44.43832(N)    101 36 55.31085(W) AD(       ) 2
 JH0564  NAD 27      -  38 27 44.38033(N)    101 36 53.70778(W) AD(       ) 2
 JH0564
 JH0564.Superseded values are not recommended for survey control.
 JH0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0564.See file dsdata.txt to determine how the superseded data were derived.
 JH0564
 JH0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH7180960356(NAD 83)
 JH0564_MARKER: DD = SURVEY DISK
 JH0564_SETTING: 0 = UNSPECIFIED SETTING
 JH0564
 JH0564  HISTORY     - Date     Condition        Report By
 JH0564  HISTORY     - 1967     MONUMENTED       USGS
 JH0564  HISTORY     - 1972     GOOD             NGS
 JH0564
 JH0564                          STATION DESCRIPTION
 JH0564
 JH0564'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0564'STATION IS LOCATED ABOUT 0.5 MI S, AND 7.6 MI E. OF TRIBUNE,
 JH0564'T. 18 S., R. 39 W., NEAR THE CENTER OF THE N 1/2 OF SEC. 27.
 JH0564'
 JH0564'TO REACH THE STATION FROM INTERSECTION OF STATE HWYS. 96
 JH0564'AND 27 IN TRIBUNE, GO ESE. ALONG STATE HWY. 96, 7.6 MI TO A
 JH0564'SLIGHT RISE AND THE STATION ON THE LEFT.
 JH0564'
 JH0564'STATION MARK IS 71 FT N. AND 80 FT W. OF CENTER OF HWY. AT
 JH0564'FIELD ENTRANCE S., 39 FT S. OF CENTER OF RR., 1.5 FT S. OF
 JH0564'USGS WITNESS POST, STAMPED ET LAW 1967.
 JH0564'
 JH0564'REFERENCE MARK NO. 1 IS NNW. OF STATION, 43 FT N. OF CENTER
 JH0564'OF RR., 39 FT W. OF TELEGRAPH POLE, 5 FT S. OF N. RIGHT-OF-WAY
 JH0564'FENCE, 1.5 FT S. OF USGS WITNESS POST, STAMPED LAW NO. 1 1967.
 JH0564'
 JH0564'REFERENCE MARK NO. 2 IS ENE. OF STATION, 68 FT N. AND 51 FT
 JH0564'W. OF CENTER OF HWY. AT FIELD ENTRANCE S., 42 FT S. OF
 JH0564'CENTER OF RR., 1.5 FT S. OF USGS WITNESS POST, STAMPED
 JH0564'LAW NO. 2 1967.
 JH0564'
 JH0564'AZIMUTH MARK - OLD TRIBUNE MWT - POINT SIGHTED, FINIAL MWT
 JH0564'TRIBUNE, 1930 CHICAGO BRIDGE AND IRON WORKS APPROX. 150 FT
 JH0564'N. AND 137 FT E. OF INTERSECTION OF GREELEY AVE. AND INGALLS
 JH0564'AVE.
 JH0564'
 JH0564'ALL MARKS ARE FLUSH WITH THE GROUND, STANDARD TABLETS
 JH0564'CRIMPED ON 1/2 IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER
 JH0564'TILES 12 IN. LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 JH0564
 JH0564                          STATION RECOVERY (1972)
 JH0564
 JH0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JH0564'STATION AND BOTH R.M.S WERE RECOVERED IN GOOD CONDITION AS
 JH0564'DESCRIBED.
 JH0564'
 JH0564'THE 1967 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0688 ***********************************************************************
 KG0688  DESIGNATION -  LAWRENCE
 KG0688  PID         -  KG0688
 KG0688  STATE/COUNTY-  KS/OSBORNE
 KG0688  USGS QUAD   -  HARLAN (1961)
 KG0688
 KG0688                         *CURRENT SURVEY CONTROL
 KG0688  ___________________________________________________________________
 KG0688* NAD 83(1997)-  39 31 13.09748(N)    098 51 28.74587(W)     ADJUSTED  
 KG0688* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 KG0688  ___________________________________________________________________
 KG0688  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 KG0688  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 KG0688
 KG0688  HORZ ORDER  -  THIRD
 KG0688
 KG0688.The horizontal coordinates were established by classical geodetic methods
 KG0688.and adjusted by the National Geodetic Survey in October 1998..
 KG0688.No horizontal observational check was made to the station.
 KG0688
 KG0688.The orthometric height was scaled from a topographic map.
 KG0688
 KG0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0688
 KG0688.The geoid height was determined by GEOID03.
 KG0688
 KG0688;                    North         East     Units Scale Factor Converg.
 KG0688;SPC KS N     -   132,118.803   326,226.730   MT  0.99996789   -0 32 34.3
 KG0688;UTM  14      - 4,374,527.584   512,206.762   MT  0.99960183   +0 05 25.3
 KG0688
 KG0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0688!SPC KS N     -   0.99991479  x   0.99996789  =   0.99988268
 KG0688!UTM  14      -   0.99991479  x   0.99960183  =   0.99951665
 KG0688
 KG0688                          SUPERSEDED SURVEY CONTROL
 KG0688
 KG0688  NAD 83(1997)-  39 31 13.10498(N)    098 51 28.74551(W) AD(       ) 3
 KG0688  NAD 83(1986)-  39 31 13.10555(N)    098 51 28.74645(W) AD(       ) 3
 KG0688  NAD 27      -  39 31 13.07000(N)    098 51 27.46000(W) AD(       ) 3
 KG0688
 KG0688.Superseded values are not recommended for survey control.
 KG0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0688.See file dsdata.txt to determine how the superseded data were derived.
 KG0688
 KG0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1220774528(NAD 83)
 KG0688_MARKER: V = STONE MONUMENT
 KG0688_SETTING: 0 = UNSPECIFIED SETTING
 KG0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0688
 KG0688  HISTORY     - Date     Condition        Report By
 KG0688  HISTORY     - 1897     MONUMENTED       USGS
 KG0688  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KG0688
 KG0688                          STATION DESCRIPTION
 KG0688
 KG0688'DESCRIBED BY US GEOLOGICAL SURVEY 1897 (FDG)
 KG0688'THIS STATION IS DESCRIBED IN BULLETIN NO. 122, RESULTS OF
 KG0688'PRIMARY TRIANGULATION, U.S. GEOLOGICAL SURVEY, AS FOLLOWS-
 KG0688'IN OSBORNE CO., KANS., ON A SWELL OF GROUND NEAR THE CENTER
 KG0688'OF THE WEST SIDE OF SEC. 23, T. 6, R. 14, AND ABOUT ON THE
 KG0688'HIGHEST POINT.  PERMANENT MARK- CROSS AND U.S.G.S. CUT ON
 KG0688'TOP OF LARGE FLAT STONE.  JUG WITH CROSS CUT ON IT, IS
 KG0688'UNDERNEATH THE FLAT STONE.  THE STATION WAS RECOVERED IN 1897 BY
 KG0688'F.D.  GRANGER.  THE FLAT STONE HAD BEEN BROKEN UP, BUT THE
 KG0688'JUG REMAINED UNDISTURBED.
 KG0688
 KG0688                          STATION RECOVERY (1934)
 KG0688
 KG0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KG0688'WHILE LAWRENCE 2 WAS BEING CHECKED, NO CHECK WAS MADE ON
 KG0688'THE UNDERGROUND JUG DUE TO AN OVERSIGHT.  AS STATION LAWRENCE
 KG0688'2 IS IN GOOD CONDITION IT IS ASSUMED THE UNDERGROUND JUG
 KG0688'IS STILL IN ITS ORIGINAL POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0689 ***********************************************************************
 KG0689  DESIGNATION -  LAWRENCE 2
 KG0689  PID         -  KG0689
 KG0689  STATE/COUNTY-  KS/OSBORNE
 KG0689  USGS QUAD   -  HARLAN (1961)
 KG0689
 KG0689                         *CURRENT SURVEY CONTROL
 KG0689  ___________________________________________________________________
 KG0689* NAD 83(1997)-  39 31 13.10407(N)    098 51 28.88700(W)     ADJUSTED  
 KG0689* NAVD 88     -       569.6    (meters)    1869.     (feet)  VERTCON   
 KG0689  ___________________________________________________________________
 KG0689  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 KG0689  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 KG0689
 KG0689  HORZ ORDER  -  FIRST
 KG0689
 KG0689.The horizontal coordinates were established by classical geodetic methods
 KG0689.and adjusted by the National Geodetic Survey in October 1998..
 KG0689
 KG0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0689
 KG0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0689
 KG0689.The geoid height was determined by GEOID03.
 KG0689
 KG0689;                    North         East     Units Scale Factor Converg.
 KG0689;SPC KS N     -   132,119.038   326,223.361   MT  0.99996789   -0 32 34.4
 KG0689;UTM  14      - 4,374,527.782   512,203.392   MT  0.99960183   +0 05 25.2
 KG0689
 KG0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0689!SPC KS N     -   0.99991473  x   0.99996789  =   0.99988262
 KG0689!UTM  14      -   0.99991473  x   0.99960183  =   0.99951659
 KG0689
 KG0689                          SUPERSEDED SURVEY CONTROL
 KG0689
 KG0689  NAD 83(1997)-  39 31 13.11158(N)    098 51 28.88664(W) AD(       ) 1
 KG0689  NAD 83(1986)-  39 31 13.11215(N)    098 51 28.88757(W) AD(       ) 1
 KG0689  NAD 27      -  39 31 13.07300(N)    098 51 27.59800(W) AD(       ) 1
 KG0689  NGVD 29 (07/19/86)  569.4    (m)         1868.     (f) VERT ANG       
 KG0689
 KG0689.Superseded values are not recommended for survey control.
 KG0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0689.See file dsdata.txt to determine how the superseded data were derived.
 KG0689
 KG0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1220374528(NAD 83)
 KG0689_MARKER: V = STONE MONUMENT
 KG0689_SETTING: 0 = UNSPECIFIED SETTING
 KG0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0689
 KG0689  HISTORY     - Date     Condition        Report By
 KG0689  HISTORY     - 1897     MONUMENTED       CGS
 KG0689  HISTORY     - 1934     GOOD             CGS
 KG0689  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KG0689  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KG0689
 KG0689                          STATION DESCRIPTION
 KG0689
 KG0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (FDG)
 KG0689'THIS STATION IS 3.377 METERS (11.08 FEET) IN AZIMUTH 93
 KG0689'DEG 27 MIN FROM STATION LAWRENCE (U.S.G.S.).  THE SURFACE
 KG0689'MARK IS A LIMESTONE POST 1.6 FEET LONG AND 6 INCHES SQUARE
 KG0689'WITH TWO RECTANGULAR GROOVES AND THE LETTERS U.S.C.S. CUT
 KG0689'IN THE TOP.  THE UNDERGROUND MARK IS AN EARTHENWARE CROCK
 KG0689'BURIED BOTTOM UPWARD ABOUT 3 FEET BELOW THE SURFACE AND
 KG0689'MARKED WITH SMALL DRILL HOLE.
 KG0689
 KG0689                          STATION RECOVERY (1934)
 KG0689
 KG0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KG0689'RECOVERED AS DESCRIBED.  ON A HIGH HILL IN THE NORTHWEST
 KG0689'QUARTER OF SEC. 23, T. 6 S., R. 14 W., 3/10 MILE SOUTH AND
 KG0689'90 YARDS EAST OF THE NORTHWEST CORNER OF THE SECTION, IN
 KG0689'A CULTIVATED FIELD OWNED BY MARY L. FOOT, OF GAYLORD, KANSAS.
 KG0689
 KG0689                          STATION RECOVERY (1935)
 KG0689
 KG0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 KG0689'THE STATION WAS NOT RECOVERED.  ACCORDING TO INFORMATION
 KG0689'SECURED FROM RESIDENTS IN THE VICINITY OF THIS STATION, THE
 KG0689'STATION WHEN ESTABLISHED, WAS IN A PASTURE.  ABOUT TWENTY-FIVE
 KG0689'YEARS AGO THE PASTURE WAS PLOWED AND SINCE THEN THE LAND
 KG0689'WHERE THE STATION WAS LOCATED HAS BEEN UNDER CULTIVATION.
 KG0689'IT IS PROBABLE THAT THE SURFACE MARK WAS DESTROYED, WHEN
 KG0689'THE GROUND WAS FIRST PLOWED, BECAUSE NO ONE HAS EVER SEEN
 KG0689'THE MARK SINCE THE LAND HAS BEEN CULTIVATED.
 KG0689'
 KG0689'IT IS NOT KNOWN WHETHER THE UNDERGROUND MARK IS IN PLACE.
 KG0689
 KG0689                          STATION RECOVERY (1950)
 KG0689
 KG0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0689'A THOROUGH SEARCH OF THE ENTIRE VICINITY WAS MADE ON TWO
 KG0689'DIFFERENT DATES, BUT THE STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0687 ***********************************************************************
 KG0687  DESIGNATION -  LAWRENCE 3
 KG0687  PID         -  KG0687
 KG0687  STATE/COUNTY-  KS/OSBORNE
 KG0687  USGS QUAD   -  HARLAN (1961)
 KG0687
 KG0687                         *CURRENT SURVEY CONTROL
 KG0687  ___________________________________________________________________
 KG0687* NAD 83(1997)-  39 31 11.20534(N)    098 51 31.83264(W)     ADJUSTED  
 KG0687* NAVD 88     -       568.     (meters)    1864.     (feet)  SCALED    
 KG0687  ___________________________________________________________________
 KG0687  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 KG0687  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 KG0687
 KG0687  HORZ ORDER  -  SECOND
 KG0687
 KG0687.The horizontal coordinates were established by classical geodetic methods
 KG0687.and adjusted by the National Geodetic Survey in October 1998..
 KG0687
 KG0687.The orthometric height was scaled from a topographic map.
 KG0687
 KG0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0687
 KG0687.The geoid height was determined by GEOID03.
 KG0687
 KG0687;                    North         East     Units Scale Factor Converg.
 KG0687;SPC KS N     -   132,061.152   326,152.452   MT  0.99996785   -0 32 36.2
 KG0687;UTM  14      - 4,374,469.137   512,133.153   MT  0.99960181   +0 05 23.4
 KG0687
 KG0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0687!SPC KS N     -   0.99991495  x   0.99996785  =   0.99988280
 KG0687!UTM  14      -   0.99991495  x   0.99960181  =   0.99951679
 KG0687
 KG0687:                Primary Azimuth Mark                     Grid Az
 KG0687:SPC KS N     -  GAYLORD MUNICIPAL TANK                   004 23 17.7
 KG0687:UTM  14      -  GAYLORD MUNICIPAL TANK                   003 45 18.1
 KG0687
 KG0687|---------------------------------------------------------------------|
 KG0687| PID    Reference Object                     Distance      Geod. Az  |
 KG0687|                                                           dddmmss.s |
 KG0687| KG0684 GAYLORD MUNICIPAL TANK              APPROX.14.5 KM 0035041.5 |
 KG0687| KG0681 PORTIS MUNICIPAL TANK               APPROX.15.6 KM 0714754.7 |
 KG0687| KG0639 OSBORNE EAST MUNICIPAL TANK         APPROX.16.7 KM 1222611.2 |
 KG0687| KG0638 OSBORNE WEST MUNICIPAL TANK         APPROX.16.2 KM 1231717.2 |
 KG0687| CN9832 LAWRENCE 3 AZ MK                                   1794920.9 |
 KG0687| CN9833 LAWRENCE 3 RM 1                      21.980 METERS 21401     |
 KG0687| KG0659 ALTON MUNICIPAL TANK                APPROX. 9.6 KM 2312658.8 |
 KG0687| CN9834 LAWRENCE 3 RM 2                      23.660 METERS 32906     |
 KG0687|---------------------------------------------------------------------|
 KG0687
 KG0687                          SUPERSEDED SURVEY CONTROL
 KG0687
 KG0687  NAD 83(1997)-  39 31 11.21243(N)    098 51 31.83350(W) AD(       ) 2
 KG0687  NAD 83(1986)-  39 31 11.21276(N)    098 51 31.83365(W) AD(       ) 2
 KG0687  NAD 27      -  39 31 11.17400(N)    098 51 30.54800(W) AD(       ) 2
 KG0687
 KG0687.Superseded values are not recommended for survey control.
 KG0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0687.See file dsdata.txt to determine how the superseded data were derived.
 KG0687
 KG0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1213374469(NAD 83)
 KG0687_MARKER: DS = TRIANGULATION STATION DISK
 KG0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0687
 KG0687  HISTORY     - Date     Condition        Report By
 KG0687  HISTORY     - 1950     MONUMENTED       CGS
 KG0687
 KG0687                          STATION DESCRIPTION
 KG0687
 KG0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0687'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH OF GAYLORD
 KG0687'AND ABOUT 5.0 MILES NORTH AND 3.0 MILES EAST OF ALTON ON
 KG0687'A PROMINENT HILL ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH
 KG0687'ROAD.  IT IS 23 FEET EAST OF THE CENTER OF ROAD, 2 FEET
 KG0687'WEST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT SOUTHWEST OF
 KG0687'A WITNESS POST.  IT IS STAMPED LAWRENCE 1950 AND PROJECTS
 KG0687'5 INCHES.
 KG0687'
 KG0687'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 18 FEET
 KG0687'WEST OF THE CENTER OF ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 KG0687'FENCE LINE.  IT IS STAMPED LAWRENCE NO 1 1950 AND PROJECTS
 KG0687'3 INCHES.
 KG0687'
 KG0687'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 18 FEET
 KG0687'WEST OF THE CENTER OF ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 KG0687'FENCE LINE.  IT IS STAMPED LAWRENCE NO 2 1950 AND PROJECTS
 KG0687'4 INCHES.
 KG0687'
 KG0687'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 127.06 FEET.
 KG0687'
 KG0687'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY IN THE NORTHEAST
 KG0687'ANGLE FORMED BY A CROSSROAD.  IT IS 24 FEET NORTH OF THE
 KG0687'CENTER OF A ROAD, 18 FEET EAST OF THE CENTER OF A ROAD, 3
 KG0687'FEET NORTHWEST OF A TELEPHONE POLE AND FENCE CORNER AND
 KG0687'1 FOOT WEST OF A WITNESS POST AND NORTH-SOUTH FENCE LINE.
 KG0687'IT IS STAMPED LAWRENCE 1950 AND PROJECTS 3 INCHES.
 KG0687'
 KG0687'TO REACH THE STATION FROM THE RAILROAD TRACKS IN ALTON, GO
 KG0687'EAST ON U.S. HIGHWAY 24 FOR 4.8 MILES TO A CROSSROAD, TURN
 KG0687'LEFT AND GO NORTH ON DIRT ROAD FOR 3.1 MILES TO A CROSSROAD
 KG0687'AND AZIMUTH MARK IN NORTHEAST ANGLE AS DESCRIBED.  CONTINUE
 KG0687'STRAIGHT AHEAD FOR 0.6 MILE TO TOP OF HILL AND STATION ON
 KG0687'RIGHT AS DESCRIBED.
 KG0687'
 KG0687'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1637 ***********************************************************************
 JE1637  DESIGNATION -  LAWRENCE GROUND
 JE1637  PID         -  JE1637
 JE1637  STATE/COUNTY-  KS/DOUGLAS
 JE1637  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1637
 JE1637                         *CURRENT SURVEY CONTROL
 JE1637  ___________________________________________________________________
 JE1637* NAD 83(1997)-  38 57 25.20193(N)    095 14 43.91974(W)     ADJUSTED  
 JE1637* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 JE1637  ___________________________________________________________________
 JE1637  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 JE1637  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JE1637
 JE1637  HORZ ORDER  -  THIRD
 JE1637
 JE1637.The horizontal coordinates were established by classical geodetic methods
 JE1637.and adjusted by the National Geodetic Survey in October 1998..
 JE1637.No horizontal observational check was made to the station.
 JE1637
 JE1637.The orthometric height was scaled from a topographic map.
 JE1637
 JE1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1637
 JE1637.The geoid height was determined by GEOID03.
 JE1637
 JE1637;                    North         East     Units Scale Factor Converg.
 JE1637;SPC KS N     -    72,864.442   638,709.906   MT  0.99996992   +1 44 34.0
 JE1637;UTM  15      - 4,314,402.864   305,427.160   MT  1.00006620   -1 24 44.3
 JE1637
 JE1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1637!SPC KS N     -   0.99995602  x   0.99996992  =   0.99992595
 JE1637!UTM  15      -   0.99995602  x   1.00006620  =   1.00002222
 JE1637
 JE1637                          SUPERSEDED SURVEY CONTROL
 JE1637
 JE1637  NAD 83(1986)-  38 57 25.21017(N)    095 14 43.91980(W) AD(       ) 3
 JE1637  NAD 27      -  38 57 25.20229(N)    095 14 43.01706(W) AD(       ) 3
 JE1637
 JE1637.Superseded values are not recommended for survey control.
 JE1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1637.See file dsdata.txt to determine how the superseded data were derived.
 JE1637
 JE1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD0542714403(NAD 83)
 JE1637_MARKER: DS = TRIANGULATION STATION DISK
 JE1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1637+STABILITY: SURFACE MOTION
 JE1637
 JE1637  HISTORY     - Date     Condition        Report By
 JE1637  HISTORY     - 1965     MONUMENTED       CGS
 JE1637  HISTORY     - 1970     GOOD             NGS
 JE1637
 JE1637                          STATION DESCRIPTION
 JE1637
 JE1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 JE1637'STATION IS LOCATED ON THE GROUNDS OF THE UNIVERSITY OF KANSAS,
 JE1637'JUST WEST OF THE CITY OF LAWRENCE, 128 FEET NORTHWEST OF THE
 JE1637'NORTHWEST CORNER OF WATSON LIBRARY, 105 FEET SOUTH OF SOUTH CURB OF
 JE1637'JAYHAWK BLVD., 54.9 FEET EAST-NORTHEAST OF FIREPLUG, 51.27 FEET
 JE1637'SOUTHWEST OF DRILL HOLE IN SIDEWALK WITH PAINTED TRIANGLE
 JE1637'AROUND IT, 21 FEET NORTH OF NORTH EDGE OF SIDEWALK, AND 12
 JE1637'FEET NORTHEAST OF 10-INCH PINE TREE.  THE MARK IS FLUSH
 JE1637'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED,
 JE1637'LAWRENCE GROUND 1887-1965.
 JE1637'
 JE1637'TO REACH THE STATION AND OBTAIN PERMISSION TO USE IT, CONTACT
 JE1637'MR. RON COOK, UNIVERSITY PUBLIC WORKS ENGINEER, WHOSE OFFICE
 JE1637'IS ON THE UNIVERSITY GROUNDS.
 JE1637'
 JE1637'LAWRENCE GROUND (AZIMUTH) IS 197.7353 METERS* (648.74 FEET)
 JE1637'EAST-NORTHEAST OF THE STATION, 117.7 FEET SOUTH OF SOUTHEAST
 JE1637'CORNER OF DYCHE MUSEUM BUILDING, 81.8 FEET EAST OF THE EAST
 JE1637'CORNER OF GREEN HALL, 11.6 FEET NORTHWEST OF THE NORTHWEST
 JE1637'CURB OF JAYHAWK BLVD., 7.8 FEET SOUTHWEST OF 24-INCH ELM
 JE1637'TREE, AND 6 INCHES NORTHWEST OF NORTHWEST EDGE OF SIDEWALK.
 JE1637'THE MARK IS FLUSH WITH THE GROUND AND THE STANDARD AZIMUTH DISK
 JE1637'IS STAMPED, LAWRENCE GROUND 1887-1965.
 JE1637'
 JE1637'*THIS TRAVERSE DISTANCE WAS MEASURED, USING A STANDARDIZED
 JE1637'30-METER TAPE.
 JE1637
 JE1637                          STATION RECOVERY (1970)
 JE1637
 JE1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1637'THIS STATION WAS RECOVERED IN 1970 IN GOOD CONDITION AND ALL
 JE1637'REFERENCE MEASUREMENTS CHECKED, EXCEPT THE TRAVERSE DISTANCE
 JE1637'BETWEEN THIS STATION AND LAWRENCE GROUND (AZIMUTH).  THE
 JE1637'CORRECT DISTANCE AS MEASURED BY A GEODIMETER BETWEEN THESE
 JE1637'TWO POINTS IN 1970 IS 194.753 METERS (638.952 FEET).
 JE1637'
 JE1637'THE REFERENCE MEASUREMENTS WERE CHECKED TO LAWRENCE GROUND
 JE1637'(AZIMUTH) AND ALL FOUND TO BE CORRECT.  THE MARKS FOR BOTH
 JE1637'OF THESE POINTS ARE IN THEIR ORIGINAL POSITION AS ESTABLISHED
 JE1637'IN 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1674 ***********************************************************************
 JE1674  DESIGNATION -  LAWRENCE MUNICIPAL TANK
 JE1674  PID         -  JE1674
 JE1674  STATE/COUNTY-  KS/DOUGLAS
 JE1674  USGS QUAD   -  LAWRENCE WEST (1991)
 JE1674
 JE1674                         *CURRENT SURVEY CONTROL
 JE1674  ___________________________________________________________________
 JE1674* NAD 83(1997)-  38 57 42.28250(N)    095 15 28.73425(W)     ADJUSTED  
 JE1674* NAVD 88     -                                                        
 JE1674  ___________________________________________________________________
 JE1674  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 JE1674  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 JE1674
 JE1674  HORZ ORDER  -  THIRD
 JE1674
 JE1674.The horizontal coordinates were established by classical geodetic methods
 JE1674.and adjusted by the National Geodetic Survey in October 1998..
 JE1674
 JE1674
 JE1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1674
 JE1674.The geoid height was determined by GEOID03.
 JE1674
 JE1674;                    North         East     Units Scale Factor Converg.
 JE1674;SPC KS N     -    73,358.164   637,615.470   MT  0.99996950   +1 44 05.7
 JE1674;UTM  15      - 4,314,956.130   304,361.451   MT  1.00007132   -1 25 13.0
 JE1674
 JE1674                          SUPERSEDED SURVEY CONTROL
 JE1674
 JE1674  NAD 83(1986)-  38 57 42.29052(N)    095 15 28.73343(W) AD(       ) 4
 JE1674  NAD 27      -  38 57 42.28343(N)    095 15 27.82787(W) AD(       ) 3
 JE1674
 JE1674.Superseded values are not recommended for survey control.
 JE1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1674.See file dsdata.txt to determine how the superseded data were derived.
 JE1674
 JE1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD0436114956(NAD 83)
 JE1674_MARKER: 51 = TANK
 JE1674
 JE1674  HISTORY     - Date     Condition        Report By
 JE1674  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1674
 JE1674                          STATION DESCRIPTION
 JE1674
 JE1674'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1640 ***********************************************************************
 JE1640  DESIGNATION -  LAWRENCE RESET
 JE1640  PID         -  JE1640
 JE1640  STATE/COUNTY-  KS/DOUGLAS
 JE1640  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1640
 JE1640                         *CURRENT SURVEY CONTROL
 JE1640  ___________________________________________________________________
 JE1640* NAD 83(1997)-  38 57 25.77829(N)    095 14 38.36632(W)     ADJUSTED  
 JE1640* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 JE1640  ___________________________________________________________________
 JE1640  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 JE1640  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JE1640
 JE1640  HORZ ORDER  -  SECOND
 JE1640
 JE1640.The horizontal coordinates were established by classical geodetic methods
 JE1640.and adjusted by the National Geodetic Survey in October 1998..
 JE1640
 JE1640.The orthometric height was scaled from a topographic map.
 JE1640
 JE1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1640
 JE1640.The geoid height was determined by GEOID03.
 JE1640
 JE1640;                    North         East     Units Scale Factor Converg.
 JE1640;SPC KS N     -    72,886.274   638,843.012   MT  0.99996990   +1 44 37.6
 JE1640;UTM  15      - 4,314,417.338   305,561.278   MT  1.00006555   -1 24 40.8
 JE1640
 JE1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1640!SPC KS N     -   0.99995555  x   0.99996990  =   0.99992546
 JE1640!UTM  15      -   0.99995555  x   1.00006555  =   1.00002110
 JE1640
 JE1640|---------------------------------------------------------------------|
 JE1640| PID    Reference Object                     Distance      Geod. Az  |
 JE1640|                                                           dddmmss.s |
 JE1640| JE1635 LAWRENCE GROUND AZ MK                94.183 METERS 01744     |
 JE1640| CL4729 LAWRENCE AZ MK                                     0362602.0 |
 JE1640| JE1684 OVERBROOK ATT RELAY TOWER           APPROX.25.3 KM 2211212.2 |
 JE1640| JE1636 LAWRENCE UNIV OF KANS HEAT STK      196.780 METERS 22234     |
 JE1640| JE1637 LAWRENCE GROUND                     134.888 METERS 26226     |
 JE1640|---------------------------------------------------------------------|
 JE1640
 JE1640                          SUPERSEDED SURVEY CONTROL
 JE1640
 JE1640  NAD 83(1986)-  38 57 25.78653(N)    095 14 38.36638(W) AD(       ) 2
 JE1640  NAD 27      -  38 57 25.77939(N)    095 14 37.46399(W) AD(       ) 2
 JE1640
 JE1640.Superseded values are not recommended for survey control.
 JE1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1640.See file dsdata.txt to determine how the superseded data were derived.
 JE1640
 JE1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD0556114417(NAD 83)
 JE1640_MARKER: DS = TRIANGULATION STATION DISK
 JE1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1640
 JE1640  HISTORY     - Date     Condition        Report By
 JE1640  HISTORY     - 1970     MONUMENTED       NGS
 JE1640
 JE1640                          STATION DESCRIPTION
 JE1640
 JE1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1640'THIS STATION LOCATED ATOP FRASER HALL ON THE UNIVERSITY
 JE1640'OF KANSAS CAMPUS WAS DESTROYED IN 1965 WHEN FRASER HALL WAS
 JE1640'RAZED.  A LAWRENCE GROUND STATION AND A LAWRENCE GROUND
 JE1640'AZIMUTH MARK WERE ESTABLISHED IN 1965.  THEN, THE ORIGINAL
 JE1640'LAWRENCE 1887 WAS ESTABLISHED IN 1970 ON THE GROUND IN
 JE1640'FRONT OF THE NEW FRASER HALL.  A COMPLETE DESCRIPTION
 JE1640'FOLLOWS-
 JE1640'
 JE1640'THE STATION IS LOCATED ON THE CAMPUS OF THE UNIVERSITY OF
 JE1640'KANSAS ON THE LAWN WEST OF NEW FRASER HALL, 134 FEET NORTHWEST
 JE1640'OF THE SOUTHWEST CORNER OF FRASER HALL, 130 FEET SOUTHWEST
 JE1640'OF THE NORTHWEST CORNER OF FRASER HALL, AND 63 FEET WEST
 JE1640'OF THE BOTTOM STEP AT THE WEST ENTRANCE TO FRASER HALL.  THE
 JE1640'SURFACE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JE1640'LAWRENCE 1887-1970.
 JE1640'
 JE1640'THE STATION AND UNDERGROUND MARKS ARE DESCRIBED.
 JE1640'
 JE1640'STATION LAWRENCE GROUND 1887-1965 IS 442.545 FEET WEST
 JE1640'OF THIS STATION, 128 FEET NORTHWEST OF THE NORTHWEST CORNER
 JE1640'OF WATSON LIBRARY, 105 FEET SOUTH OF SOUTH CURB OF JAYHAWK
 JE1640'BLVD., 54.9 FEET EAST-NORTHEAST OF FIREPLUG, 51.27 FEET SOUTHWEST
 JE1640'OF DRILL HOLE IN SIDEWALK WITH PAINTED TRIANGLE AROUND IT, 21
 JE1640'FEET NORTH OF NORTH EDGE OF SIDEWALK, AND 12 FEET NORTHEAST OF
 JE1640'10-INCH PINE TREE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 JE1640'GROUND AND THE DISK IS STAMPED, LAWRENCE GROUND 1887-1965.
 JE1640'
 JE1640'LAWRENCE GROUND (AZIMUTH) 1887-1965 IS 308.963 FEET NORTH-NORTHEAST
 JE1640'OF THIS STATION, 117.7 FEET SOUTH OF SOUTHEAST CORNER OF DYCHE
 JE1640'MUSEUM BUILDING, 81.8 FEET EAST OF THE EAST CORNER OF GREEN
 JE1640'HALL, 11.6 FEET NORTHWEST OF THE NORTHWEST CURB OF JAYHAWK
 JE1640'BLVD., 7.8 FEET SOUTHWEST OF 24-INCH ELM TREE, AND 6 INCHES
 JE1640'NORTHWEST OF NORTHWEST EDGE OF SIDEWALK.  THE MARK IS FLUSH
 JE1640'WITH THE GROUND AND THE STANDARD AZIMUTH DISK IS STAMPED,
 JE1640'LAWRENCE GROUND 1887-1965.
 JE1640'
 JE1640'THE DISTANCE BETWEEN LAWRENCE GROUND 1887-1965 AND LAWRENCE
 JE1640'GROUND (AZIMUTH) 1887-1965 WAS MEASURED WITH A GEODIMETER
 JE1640'AND THE DISTANCE IS 194.753 METERS.  (638.952 FEET).
 JE1640'
 JE1640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT LAWRENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1636 ***********************************************************************
 JE1636  DESIGNATION -  LAWRENCE UNIV OF KANS HEAT STK
 JE1636  PID         -  JE1636
 JE1636  STATE/COUNTY-  KS/DOUGLAS
 JE1636  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1636
 JE1636                         *CURRENT SURVEY CONTROL
 JE1636  ___________________________________________________________________
 JE1636* NAD 83(1997)-  38 57 21.07869(N)    095 14 43.89487(W)     ADJUSTED  
 JE1636* NAVD 88     -                                                        
 JE1636  ___________________________________________________________________
 JE1636  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 JE1636  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JE1636
 JE1636  HORZ ORDER  -  THIRD
 JE1636
 JE1636.The horizontal coordinates were established by classical geodetic methods
 JE1636.and adjusted by the National Geodetic Survey in October 1998..
 JE1636
 JE1636
 JE1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1636
 JE1636.The geoid height was determined by GEOID03.
 JE1636
 JE1636;                    North         East     Units Scale Factor Converg.
 JE1636;SPC KS N     -    72,737.373   638,714.372   MT  0.99997002   +1 44 34.1
 JE1636;UTM  15      - 4,314,275.729   305,424.624   MT  1.00006621   -1 24 44.1
 JE1636
 JE1636                          SUPERSEDED SURVEY CONTROL
 JE1636
 JE1636  NAD 83(1986)-  38 57 21.08694(N)    095 14 43.89479(W) AD(       ) 4
 JE1636  NAD 27      -  38 57 21.07994(N)    095 14 42.99264(W) AD(       ) 3
 JE1636
 JE1636.Superseded values are not recommended for survey control.
 JE1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1636.See file dsdata.txt to determine how the superseded data were derived.
 JE1636
 JE1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD0542514276(NAD 83)
 JE1636_MARKER: 63 = STACK
 JE1636
 JE1636  HISTORY     - Date     Condition        Report By
 JE1636  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1636
 JE1636                          STATION DESCRIPTION
 JE1636
 JE1636'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1639 ***********************************************************************
 JE1639  DESIGNATION -  LAWRENCE UNIV OF KANS N DOME
 JE1639  PID         -  JE1639
 JE1639  STATE/COUNTY-  KS/DOUGLAS
 JE1639  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1639
 JE1639                         *CURRENT SURVEY CONTROL
 JE1639  ___________________________________________________________________
 JE1639* NAD 83(1997)-  38 57 25.75785(N)    095 14 38.36092(W)     ADJUSTED  
 JE1639* NAVD 88     -       344.6    (meters)    1131.     (feet)  VERTCON   
 JE1639  ___________________________________________________________________
 JE1639  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 JE1639  GEOID HEIGHT-         -31.78  (meters)                     GEOID03
 JE1639
 JE1639  HORZ ORDER  -  SECOND
 JE1639
 JE1639.The horizontal coordinates were established by classical geodetic methods
 JE1639.and adjusted by the National Geodetic Survey in October 1998..
 JE1639
 JE1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1639
 JE1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1639
 JE1639.The geoid height was determined by GEOID03.
 JE1639
 JE1639;                    North         East     Units Scale Factor Converg.
 JE1639;SPC KS N     -    72,885.648   638,843.161   MT  0.99996990   +1 44 37.6
 JE1639;UTM  15      - 4,314,416.705   305,561.392   MT  1.00006555   -1 24 40.8
 JE1639
 JE1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1639!SPC KS N     -   0.99995093  x   0.99996990  =   0.99992083
 JE1639!UTM  15      -   0.99995093  x   1.00006555  =   1.00001647
 JE1639
 JE1639                          SUPERSEDED SURVEY CONTROL
 JE1639
 JE1639  NAD 83(1986)-  38 57 25.76563(N)    095 14 38.36133(W) AD(       ) 2
 JE1639  NAD 27      -  38 57 25.75679(N)    095 14 37.45451(W) AD(       ) 2
 JE1639  NGVD 29 (07/19/86)  344.5    (m)         1130.     (f) VERT ANG       
 JE1639
 JE1639.Superseded values are not recommended for survey control.
 JE1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1639.See file dsdata.txt to determine how the superseded data were derived.
 JE1639
 JE1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD0556114417(NAD 83)
 JE1639_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JE1639_SETTING: 0 = UNSPECIFIED SETTING
 JE1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1639
 JE1639  HISTORY     - Date     Condition        Report By
 JE1639  HISTORY     - 1887     MONUMENTED       CGS
 JE1639  HISTORY     - 1934     GOOD             CGS
 JE1639
 JE1639                          STATION DESCRIPTION
 JE1639
 JE1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JE1639'CORRECT.
 JE1639'
 JE1639'A STANDARD BRONZE TABLET ON THE NORTH DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1123 ***********************************************************************
 HF1123  DESIGNATION -  LAY
 HF1123  PID         -  HF1123
 HF1123  STATE/COUNTY-  KS/CHAUTAUQUA
 HF1123  USGS QUAD   -  CEDAR VALE EAST (1979)
 HF1123
 HF1123                         *CURRENT SURVEY CONTROL
 HF1123  ___________________________________________________________________
 HF1123* NAD 83(1997)-  37 05 28.37711(N)    096 25 18.72709(W)     ADJUSTED  
 HF1123* NAVD 88     -       331.     (meters)    1086.     (feet)  SCALED    
 HF1123  ___________________________________________________________________
 HF1123  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 HF1123  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HF1123
 HF1123  HORZ ORDER  -  FIRST
 HF1123
 HF1123.The horizontal coordinates were established by classical geodetic methods
 HF1123.and adjusted by the National Geodetic Survey in October 1998..
 HF1123
 HF1123.The orthometric height was scaled from a topographic map.
 HF1123
 HF1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1123
 HF1123.The geoid height was determined by GEOID03.
 HF1123
 HF1123;                    North         East     Units Scale Factor Converg.
 HF1123;SPC KS S     -   449,178.292   584,748.678   MT  1.00003912   +1 16 37.5
 HF1123;UTM  14      - 4,108,101.592   729,138.950   MT  1.00024684   +1 33 19.8
 HF1123
 HF1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1123!SPC KS S     -   0.99995265  x   1.00003912  =   0.99999177
 HF1123!UTM  14      -   0.99995265  x   1.00024684  =   1.00019948
 HF1123
 HF1123|---------------------------------------------------------------------|
 HF1123| PID    Reference Object                     Distance      Geod. Az  |
 HF1123|                                                           dddmmss.s |
 HF1123| CL4734 LAY RM 1                             11.677 METERS 07424     |
 HF1123| CL4733 LAY AZ MK                                          1510724.5 |
 HF1123| HF1133 MICROWAVE 8 MI W CEDAR VALE         APPROX.19.7 KM 2772828.9 |
 HF1123| HF1130 CEDAR VALE MUNICIPAL TANK           APPROX. 7.3 KM 2835623.3 |
 HF1123| CL4735 LAY RM 2                             11.045 METERS 33758     |
 HF1123|---------------------------------------------------------------------|
 HF1123
 HF1123                          SUPERSEDED SURVEY CONTROL
 HF1123
 HF1123  NAD 83(1997)-  37 05 28.37606(N)    096 25 18.72465(W) AD(       ) 1
 HF1123  NAD 83(1986)-  37 05 28.39290(N)    096 25 18.71319(W) AD(       ) 1
 HF1123  NAD 27      -  37 05 28.22752(N)    096 25 17.66918(W) AD(       ) 1
 HF1123
 HF1123.Superseded values are not recommended for survey control.
 HF1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1123.See file dsdata.txt to determine how the superseded data were derived.
 HF1123
 HF1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG2913908102(NAD 83)
 HF1123_MARKER: DS = TRIANGULATION STATION DISK
 HF1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1123
 HF1123  HISTORY     - Date     Condition        Report By
 HF1123  HISTORY     - 1962     MONUMENTED       CGS
 HF1123
 HF1123                          STATION DESCRIPTION
 HF1123
 HF1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HF1123'STATION IS ON A LOW, GRASSY COVERED HILL WITH A LONE TREE NEAR
 HF1123'THE TOP.  IT IS ABOUT 4-1/2 MILES EAST-SOUTHEAST OF CEDAR
 HF1123'VALE AND 1-1/2 MILES SOUTH OF U.S. HIGHWAY 166.
 HF1123'
 HF1123'TO REACH THE STATION FROM THE POST OFFICE IN CEDAR VALE,
 HF1123'GO SOUTHEAST ON CEDAR STREET FOR 0.1 MILE TO THE JUNCTION WITH
 HF1123'U.S. HIGHWAY 166.  TURN LEFT AND GO EASTERLY ON U.S. HIGHWAY
 HF1123'166 FOR 2.7 MILES TO A CROSSROAD.  TURN RIGHT ON GRAVELED
 HF1123'ROAD AND GO SOUTH FOR 1.6 MILES TO A CROSSROAD.  TURN LEFT
 HF1123'AND GO EASTERLY ON GRAVELED ROAD FOR 1.9 MILES TO A FORK.
 HF1123'TAKE THE LEFT FORK FOR 0.5 MILE TO A WIRE GATE ON THE LEFT,
 HF1123'A SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  TURN
 HF1123'LEFT ON TRACK ROAD AND PASS THROUGH WIRE GATE AND GO
 HF1123'NORTHWEST FOR 0.5 MILE TO THE TOP OF THE HILL AND THE
 HF1123'STATION.
 HF1123'
 HF1123'STATION MARK IS A STANDARD DISK, STAMPED LAY 1962, SET
 HF1123'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HF1123'1 INCH.  IT IS 36 FEET SOUTH OF A 7 INCH LOCUST TREE.
 HF1123'
 HF1123'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAY NO 1 1962,
 HF1123'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HF1123'2 INCHES.  IT IS 51 FEET SOUTHEAST OF THE LOCUST TREE AND
 HF1123'ABOUT THE SAME ELEVATION AS THE STATION.
 HF1123'
 HF1123'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAY NO 2 1962,
 HF1123'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HF1123'1 INCH.  IT IS 6 FEET WEST-SOUTHWEST OF THE LOCUST TREE
 HF1123'AND ABOUT THE SAME ELEVATION AS THE STATION.
 HF1123'
 HF1123'AZIMUTH MARK IS A STANDARD DISK, STAMPED LAY 1962, SET IN
 HF1123'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 HF1123'IT IS 30 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD,
 HF1123'21 FEET WEST OF THE CENTERLINE OF A GRADED ROAD, 1 FOOT WEST
 HF1123'OF A WIRE FENCE AND 1 FOOT WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1440 ***********************************************************************
 JE1440  DESIGNATION -  LE LOUP
 JE1440  PID         -  JE1440
 JE1440  STATE/COUNTY-  KS/FRANKLIN
 JE1440  USGS QUAD   -  WELLSVILLE (1973)
 JE1440
 JE1440                         *CURRENT SURVEY CONTROL
 JE1440  ___________________________________________________________________
 JE1440* NAD 83(1997)-  38 41 03.65175(N)    095 07 16.72560(W)     ADJUSTED  
 JE1440* NAVD 88     -       308.477  (meters)    1012.06   (feet)  ADJUSTED  
 JE1440  ___________________________________________________________________
 JE1440  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JE1440  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE1440  DYNAMIC HT  -         308.266 (meters)    1011.37  (feet)  COMP
 JE1440  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 JE1440
 JE1440  HORZ ORDER  -  SECOND
 JE1440  VERT ORDER  -  SECOND    CLASS 0
 JE1440
 JE1440.The horizontal coordinates were established by classical geodetic methods
 JE1440.and adjusted by the National Geodetic Survey in October 1998..
 JE1440
 JE1440.The orthometric height was determined by differential leveling
 JE1440.and adjusted by the National Geodetic Survey in June 1991..
 JE1440
 JE1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1440
 JE1440.The geoid height was determined by GEOID03.
 JE1440
 JE1440.The dynamic height is computed by dividing the NAVD 88
 JE1440.geopotential number by the normal gravity value computed on the
 JE1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1440.degrees latitude (g = 980.6199 gals.).
 JE1440
 JE1440.The modeled gravity was interpolated from observed gravity values.
 JE1440
 JE1440;                    North         East     Units Scale Factor Converg.
 JE1440;SPC KS S     -   629,268.502   693,922.632   MT  1.00002540   +2 04 34.7
 JE1440;UTM  15      - 4,283,884.689   315,489.148   MT  1.00001925   -1 19 34.5
 JE1440
 JE1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1440!SPC KS S     -   0.99995659  x   1.00002540  =   0.99998199
 JE1440!UTM  15      -   0.99995659  x   1.00001925  =   0.99997584
 JE1440
 JE1440|---------------------------------------------------------------------|
 JE1440| PID    Reference Object                     Distance      Geod. Az  |
 JE1440|                                                           dddmmss.s |
 JE1440| JE1442 LE LOUP RM 1                         15.415 METERS 00314     |
 JE1440| JE1643 WELLSVILLE MUNICIPAL TANK           APPROX. 5.3 KM 0411301.2 |
 JE1440| JE1441 LE LOUP RM 2                         10.297 METERS 07845     |
 JE1440| CL4736 LE LOUP RM 3 AZIMUTH                               1784409.5 |
 JE1440|---------------------------------------------------------------------|
 JE1440
 JE1440                          SUPERSEDED SURVEY CONTROL
 JE1440
 JE1440  NAD 83(1986)-  38 41 03.65938(N)    095 07 16.72761(W) AD(       ) 2
 JE1440  NAD 27      -  38 41 03.62509(N)    095 07 15.83662(W) AD(       ) 2
 JE1440  NGVD 29 (??/??/92)  308.356  (m)         1011.66   (f) ADJ UNCH    2 0
 JE1440
 JE1440.Superseded values are not recommended for survey control.
 JE1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1440.See file dsdata.txt to determine how the superseded data were derived.
 JE1440
 JE1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC1548983885(NAD 83)
 JE1440_MARKER: DS = TRIANGULATION STATION DISK
 JE1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1440_STAMPING: LE LOUP 1974
 JE1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1440+STABILITY: SURFACE MOTION
 JE1440
 JE1440  HISTORY     - Date     Condition        Report By
 JE1440  HISTORY     - 1974     MONUMENTED       NGS
 JE1440  HISTORY     - 1974     GOOD             NGS
 JE1440
 JE1440                          STATION DESCRIPTION
 JE1440
 JE1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1440'RM 1 TO RM 2 NOT MEASURED BECAUSE OF A GUARD RAIL AND DIFFERENCE IN
 JE1440'ELEVATION.
 JE1440'
 JE1440'THE STATION IS LOCATED ABOUT 2-1/4 MILES EAST-SOUTHEAST OF LE LOUP,
 JE1440'3-1/4 MILES SOUTHWEST OF WELLSVILLE AND IS ON HIGHWAY RIGHT-OF-WAY.
 JE1440'IT IS IN THE SW 1/4 SEC 5, T 16 S, R 21 E.
 JE1440'
 JE1440'TO REACH THE STATION FROM THE LE LOUP EXIT ON INTERSTATE HIGHWAY 35
 JE1440'WHICH IS ABOUT 5 MILES SOUTHWEST OF WELLSVILLE, GO NORTH ON LE LOUP
 JE1440'ROAD FOR 1.65 MILE TO THE SMALL COMMUNITY OF LE LOUP AND A
 JE1440'T INTERSECTION.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 JE1440'1.85 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A
 JE1440'GRAVELED ROAD FOR 0.7 MILES TO THE SOUTH END OF AN OVERPASS OVER
 JE1440'INTERSTATE HIGHWAY 35 AND THE STATION ON THE RIGHT.  TO REACH
 JE1440'REFERENCE MARK 3 FROM THE STATION, GO SOUTH ON THE GRAVELED ROAD
 JE1440'FOR 0.5 MILE TO A SMALL CONCRETE BRIDGE AND THE MARK ON THE
 JE1440'LEFT.
 JE1440'
 JE1440'THE STATION MARKS ARE STANDARD DISKS STAMPED LE LOUP 1974.  THE
 JE1440'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JE1440'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 4.0 FEET
 JE1440'WEST OF A METAL GUARD RAIL, 5.2 FEET SOUTHWEST OF A WITNESS POST
 JE1440'AND 20.5 FEET WEST OF THE CENTER OF THE ROAD.  THE UNDERGROUND MARK
 JE1440'IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE GROUND
 JE1440'SURFACE.
 JE1440'
 JE1440'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LE LOUP NO 1 1974.  IT
 JE1440'IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK AT THE SOUTHWEST END OF
 JE1440'THE OVERPASS.  IT IS 3.7 FEET WEST OF THE END OF THE WEST GUARD
 JE1440'RAIL, 15.5 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 46.7
 JE1440'FEET NORTH OF THE WITNESS POST AND IS ABOUT 2 FEET HIGHER THAN
 JE1440'THE STATION.
 JE1440'
 JE1440'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LE LOUP NO 2 1974.
 JE1440'IT IS CEMENTED IN A DRILL HOLE IN A CONCRETE SPILLWAY AT THE
 JE1440'SOUTHEAST END OF THE OVERPASS.  IT IS 3.0 FEET WEST OF THE
 JE1440'EAST GUARD RAIL, 30.0 FEET EAST OF THE WITNESS POST, 31.8 FEET
 JE1440'EAST OF THE CENTER OF THE ROAD AND IS ABOUT 1 FOOT HIGHER THAN THE
 JE1440'STATION.
 JE1440'
 JE1440'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LE LOUP NO 3 1974 AZ.
 JE1440'IT IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A SMALL
 JE1440'CONCRETE BRIDGE.  IT IS 1.5 FEET WEST OF THE SOUTHEAST CORNER OF
 JE1440'THE BRIDGE, 1.9 FEET WEST OF A WITNESS POST AND 10.5 FEET EAST OF
 JE1440'THE CENTER OF THE ROAD.
 JE1440'
 JE1440'NEAREST TOWN--LE LOUP.
 JE1440'
 JE1440'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 JE1440
 JE1440                          STATION RECOVERY (1974)
 JE1440
 JE1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1440'2.9 MI SW FROM WELLSVILLE.
 JE1440'ABOUT 2.9 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1440'JUNCTION WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE SOUTH OF
 JE1440'WELLSVILLE, 50.57 FEET SOUTH OF RM 1, 33.79 FEET WEST OF RM 2, 49.0
 JE1440'FEET SOUTH OF THE SOUTHWEST CORNER OF A OVERPASS, 5.2 FEET SOUTHWEST
 JE1440'OF A METAL WITNESS SIGN, 4.0 FEET WEST OF A METAL GUARD RAIL, AND 21
 JE1440'FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD.  SET IN THE
 JE1440'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 2 FEET BELOW
 JE1440'THE LEVEL OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1442 ***********************************************************************
 JE1442  DESIGNATION -  LE LOUP RM 1
 JE1442  PID         -  JE1442
 JE1442  STATE/COUNTY-  KS/FRANKLIN
 JE1442  USGS QUAD   -  WELLSVILLE (1973)
 JE1442
 JE1442                         *CURRENT SURVEY CONTROL
 JE1442  ___________________________________________________________________
 JE1442* NAD 83(1986)-  38 41 04.     (N)    095 07 17.     (W)     SCALED    
 JE1442* NAVD 88     -       309.170  (meters)    1014.34   (feet)  ADJUSTED  
 JE1442  ___________________________________________________________________
 JE1442  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE1442  DYNAMIC HT  -         308.958 (meters)    1013.64  (feet)  COMP
 JE1442  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 JE1442
 JE1442  VERT ORDER  -  SECOND    CLASS 0
 JE1442
 JE1442.The horizontal coordinates were scaled from a topographic map and have
 JE1442.an estimated accuracy of +/- 6 seconds.
 JE1442
 JE1442.The orthometric height was determined by differential leveling
 JE1442.and adjusted by the National Geodetic Survey in June 1991..
 JE1442
 JE1442.The geoid height was determined by GEOID03.
 JE1442
 JE1442.The dynamic height is computed by dividing the NAVD 88
 JE1442.geopotential number by the normal gravity value computed on the
 JE1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1442.degrees latitude (g = 980.6199 gals.).
 JE1442
 JE1442.The modeled gravity was interpolated from observed gravity values.
 JE1442
 JE1442;                    North         East    Units  Estimated Accuracy
 JE1442;SPC KS S     -   629,280.      693,920.      MT  (+/- 180 meters Scaled)
 JE1442
 JE1442                          SUPERSEDED SURVEY CONTROL
 JE1442
 JE1442  NGVD 29 (??/??/92)  309.048  (m)         1013.93   (f) ADJ UNCH    2 0
 JE1442
 JE1442.Superseded values are not recommended for survey control.
 JE1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1442.See file dsdata.txt to determine how the superseded data were derived.
 JE1442
 JE1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC154838(NAD 83)
 JE1442_MARKER: DR = REFERENCE MARK DISK
 JE1442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1442_SP_SET: OVERPASS
 JE1442_STAMPING: LE LOUP NO 1 1974
 JE1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1442
 JE1442  HISTORY     - Date     Condition        Report By
 JE1442  HISTORY     - 1974     MONUMENTED       NGS
 JE1442
 JE1442                          STATION DESCRIPTION
 JE1442
 JE1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1442'2.9 MI SW FROM WELLSVILLE.
 JE1442'AT THE LE LOUP STATION SITE, 50.57 FEET NORTH OF THE STATION, 16.0
 JE1442'FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 46.7 FEET
 JE1442'NORTH OF THE METAL WITNESS POST, 3.7 FEET FROM THE END OF GUARD RAIL
 JE1442'AND 1.4 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A OVERPASS.  SET IN
 JE1442'THE TOP OF THE BASE OF THE WEST BANISTER OF A OVERPASS AND IS ABOUT 1
 JE1442'FOOT ABOVE THE LEVEL OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1441 ***********************************************************************
 JE1441  DESIGNATION -  LE LOUP RM 2
 JE1441  PID         -  JE1441
 JE1441  STATE/COUNTY-  KS/FRANKLIN
 JE1441  USGS QUAD   -  WELLSVILLE (1973)
 JE1441
 JE1441                         *CURRENT SURVEY CONTROL
 JE1441  ___________________________________________________________________
 JE1441* NAD 83(1986)-  38 41 04.     (N)    095 07 17.     (W)     SCALED    
 JE1441* NAVD 88     -       308.547  (meters)    1012.29   (feet)  ADJUSTED  
 JE1441  ___________________________________________________________________
 JE1441  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE1441  DYNAMIC HT  -         308.336 (meters)    1011.60  (feet)  COMP
 JE1441  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 JE1441
 JE1441  VERT ORDER  -  SECOND    CLASS 0
 JE1441
 JE1441.The horizontal coordinates were scaled from a topographic map and have
 JE1441.an estimated accuracy of +/- 6 seconds.
 JE1441
 JE1441.The orthometric height was determined by differential leveling
 JE1441.and adjusted by the National Geodetic Survey in June 1991..
 JE1441
 JE1441.The geoid height was determined by GEOID03.
 JE1441
 JE1441.The dynamic height is computed by dividing the NAVD 88
 JE1441.geopotential number by the normal gravity value computed on the
 JE1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1441.degrees latitude (g = 980.6199 gals.).
 JE1441
 JE1441.The modeled gravity was interpolated from observed gravity values.
 JE1441
 JE1441;                    North         East    Units  Estimated Accuracy
 JE1441;SPC KS S     -   629,280.      693,920.      MT  (+/- 180 meters Scaled)
 JE1441
 JE1441                          SUPERSEDED SURVEY CONTROL
 JE1441
 JE1441  NGVD 29 (??/??/92)  308.426  (m)         1011.89   (f) ADJ UNCH    2 0
 JE1441
 JE1441.Superseded values are not recommended for survey control.
 JE1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1441.See file dsdata.txt to determine how the superseded data were derived.
 JE1441
 JE1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC154838(NAD 83)
 JE1441_MARKER: DR = REFERENCE MARK DISK
 JE1441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1441_SP_SET: DRAIN
 JE1441_STAMPING: LE LOUP NO 2 1974
 JE1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1441
 JE1441  HISTORY     - Date     Condition        Report By
 JE1441  HISTORY     - 1974     MONUMENTED       NGS
 JE1441
 JE1441                          STATION DESCRIPTION
 JE1441
 JE1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1441'2.9 MI SW FROM WELLSVILLE.
 JE1441'AT THE LE LOUP STATION SITE, 33.79 FEET EAST OF THE STATION, 30.0 FEET
 JE1441'EAST OF THE METAL WITNESS SIGN, 3.0 FEET WEST OF A METAL GUARD RAIL,
 JE1441'43.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OVERPASS, AND 13.0 FEET
 JE1441'EAST OF THE APPROXIMATE CENTER OF THE GRAVEL ROAD.  SET IN THE TOP OF
 JE1441'A LARGE CONCRETE DRAIN AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1075 ***********************************************************************
 KF1075  DESIGNATION -  LEATHERS
 KF1075  PID         -  KF1075
 KF1075  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1075  USGS QUAD   -  MANHATTAN (1991)
 KF1075
 KF1075                         *CURRENT SURVEY CONTROL
 KF1075  ___________________________________________________________________
 KF1075* NAD 83(1997)-  39 14 28.32888(N)    096 32 49.94150(W)     ADJUSTED  
 KF1075* NAVD 88     -       401.     (meters)    1316.     (feet)  VERTCON   
 KF1075  ___________________________________________________________________
 KF1075  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 KF1075  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 KF1075
 KF1075  HORZ ORDER  -  SECOND
 KF1075
 KF1075.The horizontal coordinates were established by classical geodetic methods
 KF1075.and adjusted by the National Geodetic Survey in October 1998..
 KF1075
 KF1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1075
 KF1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1075
 KF1075.The geoid height was determined by GEOID03.
 KF1075
 KF1075;                    North         East     Units Scale Factor Converg.
 KF1075;SPC KS N     -   101,789.837   525,411.128   MT  0.99995686   +0 55 09.1
 KF1075;UTM  14      - 4,346,410.841   711,681.789   MT  1.00015176   +1 33 07.8
 KF1075
 KF1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1075!SPC KS N     -   0.99994177  x   0.99995686  =   0.99989863
 KF1075!UTM  14      -   0.99994177  x   1.00015176  =   1.00009352
 KF1075
 KF1075|---------------------------------------------------------------------|
 KF1075| PID    Reference Object                     Distance      Geod. Az  |
 KF1075|                                                           dddmmss.s |
 KF1075| CL7285 LEATHERS RM 1                        15.843 METERS 02450     |
 KF1075| CL7284 LEATHERS AZ MK                                     0735411.6 |
 KF1075| CL7286 LEATHERS RM 2                        10.487 METERS 11946     |
 KF1075| KF1062 MANHATTAN SW BELL MICRO TOWER       APPROX. 5.3 KM 2064025.5 |
 KF1075| KF1077 RADIO STA KSAC TWR                  APPROX. 4.4 KM 2314735.9 |
 KF1075| KF1078 MANHATTAN CABLE TV TWR              APPROX. 3.8 KM 2622852.6 |
 KF1075|---------------------------------------------------------------------|
 KF1075
 KF1075                          SUPERSEDED SURVEY CONTROL
 KF1075
 KF1075  NAD 83(1986)-  39 14 28.33488(N)    096 32 49.93887(W) AD(       ) 2
 KF1075  NAD 27      -  39 14 28.35398(N)    096 32 48.92369(W) AD(       ) 2
 KF1075  NGVD 29 (07/19/86)  401.     (m)         1316.     (f) VERT ANG       
 KF1075
 KF1075.Superseded values are not recommended for survey control.
 KF1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1075.See file dsdata.txt to determine how the superseded data were derived.
 KF1075
 KF1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1168246411(NAD 83)
 KF1075_MARKER: DD = SURVEY DISK
 KF1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1075_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1075
 KF1075  HISTORY     - Date     Condition        Report By
 KF1075  HISTORY     - 1970     MONUMENTED       KSU
 KF1075
 KF1075                          STATION DESCRIPTION
 KF1075
 KF1075'DESCRIBED BY KANSAS STATE UNIVERSITY 1970 (AMA)
 KF1075'THE STATION IS LOCATED ABOUT 5 MILES NNE OF MANHATTAN ON THE EAST
 KF1075'SIDE OF THE BLUE RIVER VALLEY, MORE PARTICULARLY IN THE SW 1/4, SW
 KF1075'1/4, NE 1/4, SEC 29, T9S, R8E.
 KF1075'
 KF1075'THE UNDERGROUND MARK IS SET IN ABOUT 6 IN OF CONCRETE IN A HOLE
 KF1075'CHIPPED IN BEDROCK.
 KF1075'
 KF1075'THE SURFACE MARK IS SET IN ABOUT 3-1/2 FT. OF CONCRETE AND
 KF1075'PROJECTS ABOUT 2 IN ABOVE THE SURFACE.  BOTH MARKS ARE STAMPED
 KF1075'LEATHERS 1970.
 KF1075'
 KF1075'REFERENCE MARK 1 IS 51.97 FT. (15.843 M) NORTH OF THE STATION MARK,
 KF1075'AND IS SET IN 2-1/2 FT OF CONCRETE ON BEDROCK.  IT IS STAMPED
 KF1075'LEATHERS NO. 1 1970 AND IS FLUSH WITH THE GROUND.
 KF1075'
 KF1075'REFERENCE MARK 2 IS 34.41 FT.(10.487 M) EAST OF THE STATION MARK
 KF1075'AND 64.78 FT. (19.743 M) SE OF REFERENCE 1.  IT IS SET IN 2-1/2 FT
 KF1075'OF CONCRETE, IT IS STAMPED LEATHERS NO. 2 1970, AND IS SET FLUSH
 KF1075'WITH THE GROUND.
 KF1075'
 KF1075'THE AZIMUTH MARK IS EAST OF THE STATION MARK ON THE CREST OF A NS
 KF1075'RIDGE.  IT IS STAMPED LEATHERS 1970, AND IS SET IN 3 FT. OF
 KF1075'CONCRETE WHICH PROJECTS 1 IN ABOVE THE SURFACE.
 KF1075'
 KF1075'TO REACH THE STATION FROM THE INTERSECTION OF 3RD ST. AND POYNTZ
 KF1075'AVE. IN MANHATTAN GO EAST ON U.S. 24 3.1 MILES, TO A STD. HIGHWAY
 KF1075'SIGN DESIGNATING THE ROAD TO POTTAWATOMIE STATE LAKE 2, TURN LEFT
 KF1075'(NORTH) ON THIS GRAVELED ROAD AND FOLLOW THE SIGNS DESIGNATING THE
 KF1075'ROUTE TO THE STATE LAKE (NORTH 1.5 MILES, TO A 4-WAY JUNCTION,
 KF1075'THEN LEFT (WEST) 1.7 MILES TO A ROAD INTERSECTION, THEN RIGHT
 KF1075'(NORTH) ON A NORTHERLY.  GRADED ROAD 0.7 MILES, TO A POINT
 KF1075'WHERE THE TRAVELED ROAD MAKES A SHARP TURN TO THE STATE LAKE
 KF1075'RESERVATION).  AT THIS INTERSECTION CONTINUE NORTH 0.4 MILES ON A
 KF1075'DIRT TRACK ROAD TO A LOCKED STEEL GATE.  FROM THE GATE TRAVEL ON A
 KF1075'NORTHWESTERLY TENDING PASTURE TRAIL TO A STOCK YARD (0.5 MILES).
 KF1075'CONTINUE NORTHWARD ON THE TRAIL, PASSING THROUGH TWO GATES IN
 KF1075'THE STOCK YARD (USE THE LEFT GATE ON THE TRAIL ON THE NORTH EDGE OF
 KF1075'THE STOCKYARD).  AFTER PASSING THROUGH THE STOCK YARD TRAVEL
 KF1075'0.5 MILES NORTHWESTERLY ALONG A FENCE LINE AND TRAIL TO THE
 KF1075'BEGINNING OF A SOUTHWESTERLY TENDING RIDGE AND A GATE.  PASS
 KF1075'THROUGH THE GATE AND FOLLOW THE RIDGE (0.2 MILES) TO THE
 KF1075'SOUTHERLY POINT AND THE STATION.
 KF1075'
 KF1075'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1509 ***********************************************************************
 KE1509  DESIGNATION -  LEAVENWORTH GRANT HALL DOME
 KE1509  PID         -  KE1509
 KE1509  STATE/COUNTY-  KS/LEAVENWORTH
 KE1509  USGS QUAD   -  LEAVENWORTH (1984)
 KE1509
 KE1509                         *CURRENT SURVEY CONTROL
 KE1509  ___________________________________________________________________
 KE1509* NAD 83(1997)-  39 21 04.94560(N)    094 54 54.84331(W)     ADJUSTED  
 KE1509* NAVD 88     -                                                        
 KE1509  ___________________________________________________________________
 KE1509  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 KE1509  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KE1509
 KE1509  HORZ ORDER  -  THIRD
 KE1509
 KE1509.The horizontal coordinates were established by classical geodetic methods
 KE1509.and adjusted by the National Geodetic Survey in February 2000..
 KE1509
 KE1509
 KE1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1509
 KE1509.The geoid height was determined by GEOID03.
 KE1509
 KE1509;                    North         East     Units Scale Factor Converg.
 KE1509;SPC KS N     -   117,542.872   665,832.969   MT  0.99995839   +1 57 06.4
 KE1509;UTM  15      - 4,357,519.338   334,973.801   MT  0.99993532   -1 12 52.8
 KE1509
 KE1509                          SUPERSEDED SURVEY CONTROL
 KE1509
 KE1509  NAD 83(1997)-  39 21 04.94560(N)    094 54 54.84331(W) AD(       ) 4
 KE1509  NAD 83(1997)-  39 21 04.95279(N)    094 54 54.83228(W) AD(       ) 4
 KE1509  NAD 83(1986)-  39 21 04.95298(N)    094 54 54.83169(W) AD(       ) 4
 KE1509  NAD 27      -  39 21 04.95824(N)    094 54 53.97314(W) AD(       ) 3
 KE1509
 KE1509.Superseded values are not recommended for survey control.
 KE1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1509.See file dsdata.txt to determine how the superseded data were derived.
 KE1509
 KE1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3497457519(NAD 83)
 KE1509_MARKER: 87 = DOME
 KE1509_SETTING: 0 = UNSPECIFIED SETTING
 KE1509
 KE1509  HISTORY     - Date     Condition        Report By
 KE1509  HISTORY     - 1974     FIRST OBSERVED   USE
 KE1509
 KE1509                          STATION DESCRIPTION
 KE1509
 KE1509'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1507 ***********************************************************************
 KE1507  DESIGNATION -  LEAVENWORTH VA HOSP WATER TK
 KE1507  PID         -  KE1507
 KE1507  STATE/COUNTY-  KS/LEAVENWORTH
 KE1507  USGS QUAD   -  LEAVENWORTH (1984)
 KE1507
 KE1507                         *CURRENT SURVEY CONTROL
 KE1507  ___________________________________________________________________
 KE1507* NAD 83(1997)-  39 16 55.74640(N)    094 53 24.63645(W)     ADJUSTED  
 KE1507* NAVD 88     -                                                        
 KE1507  ___________________________________________________________________
 KE1507  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 KE1507  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KE1507
 KE1507  HORZ ORDER  -  THIRD
 KE1507
 KE1507.The horizontal coordinates were established by classical geodetic methods
 KE1507.and adjusted by the National Geodetic Survey in February 2000..
 KE1507
 KE1507
 KE1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1507
 KE1507.The geoid height was determined by GEOID03.
 KE1507
 KE1507;                    North         East     Units Scale Factor Converg.
 KE1507;SPC KS N     -   109,936.453   668,255.334   MT  0.99995700   +1 58 03.5
 KE1507;UTM  15      - 4,349,790.963   336,972.383   MT  0.99992725   -1 11 49.2
 KE1507
 KE1507                          SUPERSEDED SURVEY CONTROL
 KE1507
 KE1507  NAD 83(1997)-  39 16 55.74590(N)    094 53 24.63592(W) AD(       ) 4
 KE1507  NAD 83(1997)-  39 16 55.75482(N)    094 53 24.62932(W) AD(       ) 4
 KE1507  NAD 83(1986)-  39 16 55.75534(N)    094 53 24.62911(W) AD(       ) 4
 KE1507  NAD 27      -  39 16 55.75571(N)    094 53 23.76951(W) AD(       ) 3
 KE1507
 KE1507.Superseded values are not recommended for survey control.
 KE1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1507.See file dsdata.txt to determine how the superseded data were derived.
 KE1507
 KE1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3697249791(NAD 83)
 KE1507_MARKER: 51 = TANK
 KE1507_SETTING: 0 = UNSPECIFIED SETTING
 KE1507
 KE1507  HISTORY     - Date     Condition        Report By
 KE1507  HISTORY     - 1974     FIRST OBSERVED   USE
 KE1507  HISTORY     - 20050704 GOOD             GEOCAC
 KE1507
 KE1507                          STATION DESCRIPTION
 KE1507
 KE1507'DESCRIBED BY GEOCACHING 2005 (RCF)
 KE1507'THE WATER TANK IS SUPPORTED BY 6 TRUSS LEGS, IS PALE GREEN, AND HAS
 KE1507'VETERANS ADMINSTRATION ON THE WEST SIDE IN BLACK LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0664 ***********************************************************************
 KG0664  DESIGNATION -  LEBANON MUNICIPAL TANK
 KG0664  PID         -  KG0664
 KG0664  STATE/COUNTY-  KS/SMITH
 KG0664  USGS QUAD   -  LEBANON (1973)
 KG0664
 KG0664                         *CURRENT SURVEY CONTROL
 KG0664  ___________________________________________________________________
 KG0664* NAD 83(1997)-  39 48 37.05461(N)    098 33 15.95093(W)     ADJUSTED  
 KG0664* NAVD 88     -                                                        
 KG0664  ___________________________________________________________________
 KG0664  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 KG0664  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 KG0664
 KG0664  HORZ ORDER  -  THIRD
 KG0664
 KG0664.The horizontal coordinates were established by classical geodetic methods
 KG0664.and adjusted by the National Geodetic Survey in October 1998..
 KG0664
 KG0664
 KG0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0664
 KG0664.The geoid height was determined by GEOID03.
 KG0664
 KG0664;                    North         East     Units Scale Factor Converg.
 KG0664;SPC KS N     -   164,110.993   352,524.340   MT  1.00000448   -0 21 02.9
 KG0664;UTM  14      - 4,406,796.884   538,138.764   MT  0.99961791   +0 17 07.0
 KG0664
 KG0664                          SUPERSEDED SURVEY CONTROL
 KG0664
 KG0664  NAD 83(1997)-  39 48 37.05890(N)    098 33 15.95236(W) AD(       ) 4
 KG0664  NAD 83(1986)-  39 48 37.06175(N)    098 33 15.95013(W) AD(       ) 4
 KG0664  NAD 27      -  39 48 37.02400(N)    098 33 14.71200(W) AD(       ) 3
 KG0664
 KG0664.Superseded values are not recommended for survey control.
 KG0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0664.See file dsdata.txt to determine how the superseded data were derived.
 KG0664
 KG0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK3813906797(NAD 83)
 KG0664_MARKER: 53 = ELEVATED TANK
 KG0664
 KG0664  HISTORY     - Date     Condition        Report By
 KG0664  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0664
 KG0664                          STATION DESCRIPTION
 KG0664
 KG0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0664'THE STATION IS LOCATED NEAR THE CENTER OF TOWN, 150 FEET NORTH
 KG0664'OF U.S. HIGHWAY 281 AND 118 FEET WEST OF A NORTH-SOUTH STREET.
 KG0664'
 KG0664'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 KG0664'AND HAS AN OVERALL HEIGHT OF 110 FEET.  THE LETTERS LEBANON
 KG0664'ARE PAINTED ON THE NORTH AND SOUTH SIDE OF THE TANK.
 KG0664'
 KG0664'THE TOP AND CENTER OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0663 ***********************************************************************
 KG0663  DESIGNATION -  LEBANON RESET
 KG0663  PID         -  KG0663
 KG0663  STATE/COUNTY-  KS/SMITH
 KG0663  USGS QUAD   -  LEBANON (1973)
 KG0663
 KG0663                         *CURRENT SURVEY CONTROL
 KG0663  ___________________________________________________________________
 KG0663* NAD 83(1997)-  39 49 41.54612(N)    098 31 38.45164(W)     ADJUSTED  
 KG0663* NAVD 88     -       588.2    (meters)    1930.     (feet)  VERTCON   
 KG0663  ___________________________________________________________________
 KG0663  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 KG0663  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 KG0663
 KG0663  HORZ ORDER  -  FIRST
 KG0663
 KG0663.The horizontal coordinates were established by classical geodetic methods
 KG0663.and adjusted by the National Geodetic Survey in October 1998..
 KG0663
 KG0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0663
 KG0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0663
 KG0663.The geoid height was determined by GEOID03.
 KG0663
 KG0663;                    North         East     Units Scale Factor Converg.
 KG0663;SPC KS N     -   166,086.165   354,855.013   MT  1.00000759   -0 20 01.2
 KG0663;UTM  14      - 4,408,797.041   540,446.467   MT  0.99962014   +0 18 09.8
 KG0663
 KG0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0663!SPC KS N     -   0.99991179  x   1.00000759  =   0.99991938
 KG0663!UTM  14      -   0.99991179  x   0.99962014  =   0.99953197
 KG0663
 KG0663|---------------------------------------------------------------------|
 KG0663| PID    Reference Object                     Distance      Geod. Az  |
 KG0663|                                                           dddmmss.s |
 KG0663| CN9838 LEBANON RM 1                         15.432 METERS 00644     |
 KG0663| CN9837 LEBANON AZ MK 2                                    0255657.0 |
 KG0663| KG0592 ESBON MUNICIPAL TANK                APPROX. 7.8 KM 0950926.5 |
 KG0663| KG0664 LEBANON MUNICIPAL TANK              APPROX. 3.1 KM 2292310.4 |
 KG0663| CN9836 LEBANON AZ MK 3                                    2694141.7 |
 KG0663| CN9835 LEBANON AZ MK                                      2701107.7 |
 KG0663| CN9839 LEBANON RM 2                         17.529 METERS 27219     |
 KG0663| CN9840 LEBANON RM 3 RESET                   23.741 METERS 31005     |
 KG0663| CN9841 LEBANON RM 3                         22.816 METERS 31254     |
 KG0663|---------------------------------------------------------------------|
 KG0663
 KG0663                          SUPERSEDED SURVEY CONTROL
 KG0663
 KG0663  NAD 83(1997)-  39 49 41.54997(N)    098 31 38.45379(W) AD(       ) 1
 KG0663  NAD 83(1986)-  39 49 41.55294(N)    098 31 38.45155(W) AD(       ) 1
 KG0663  NAD 27      -  39 49 41.51100(N)    098 31 37.22500(W) AD(       ) 1
 KG0663  NGVD 29 (07/19/86)  588.0    (m)         1929.     (f) VERT ANG       
 KG0663
 KG0663.Superseded values are not recommended for survey control.
 KG0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0663.See file dsdata.txt to determine how the superseded data were derived.
 KG0663
 KG0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK4044608797(NAD 83)
 KG0663_MARKER: V = STONE MONUMENT
 KG0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0663
 KG0663  HISTORY     - Date     Condition        Report By
 KG0663  HISTORY     - 1897     MONUMENTED       CGS
 KG0663  HISTORY     - 1934     GOOD             CGS
 KG0663  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KG0663  HISTORY     - 1950     GOOD             CGS
 KG0663  HISTORY     - 1962     GOOD             CGS
 KG0663  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KG0663  HISTORY     - 1968     GOOD             CGS
 KG0663  HISTORY     - 20060614 POOR             GEOCAC
 KG0663
 KG0663                          STATION DESCRIPTION
 KG0663
 KG0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (FDG)
 KG0663'ABOUT 1-1/4 MILES NORTH AND 1-3/4 MILES EAST OF LEBANON,
 KG0663'NEAR THE NORTHWEST CORNER OF THE NE 1/4 NE 1/4 SEC. 2, T. 2 S.,
 KG0663'R. 11 W.  THE STATION IS IN THE LINE OF AN EAST-AND-WEST
 KG0663'WIRE FENCE ON THE SOUTH SIDE OF THE SECTION LINE ROAD, ABOUT
 KG0663'200 FEET EAST OF THE HEAD OF A SMALL RAVINE WHICH RUNS TO
 KG0663'THE SOUTH, AND ABOUT 1,300 FEET WEST OF THE NORTHEAST CORNER
 KG0663'OF THE SECTION ON LAND BELONGING (1906) TO J.W. CRYSTAL.
 KG0663'THE HIGHEST GROUND IN THE VICINITY LIES ABOUT 1/3 MILE TO
 KG0663'THE NORTH.  THE SURFACE MARK IS A GEORGIA MARBLE POST 6
 KG0663'INCHES SQUARE AND 2 FEET LONG, WITH TWO V-SHAPED GROOVES
 KG0663'AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT ON ITS TOP.
 KG0663'THE UNDERGROUND MARK IS A STONE JUG BURIED ABOUT 2-1/2
 KG0663'FEET BELOW THE SURFACE AND MARKED WITH A CROSS AND SMALL
 KG0663'DRILL HOLE IN ITS BOTTOM.  TO THE NORTH IN THE EXACT
 KG0663'PROJECTION OF THE LINE FROM OLD WELL 2, AT A DISTANCE OF
 KG0663'2.832 METERS (9.29 FEET) IS A PINE STUB WITH A NAIL IN IT
 KG0663'AND UNDERNEATH THE STUB AT A DEPTH OF 30 INCHES AN UPRIGHT
 KG0663'STONE JUG.  THE FOLLOWING AZIMUTHS ARE FROM THE STATION-
 KG0663'ANDERSONS HOUSE, 211 DEG 35 MIN, UNITED BRETHREN CHURCH,
 KG0663'268 DEG 59 MIN 42 SEC, CRYSTALS HOUSE, 314 DEG 02 MIN.
 KG0663
 KG0663                          STATION RECOVERY (1934)
 KG0663
 KG0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KG0663'STATION, SURFACE AND UNDERGROUND MARKS RECOVERED AS DESCRIBED.
 KG0663'IT IS 1/4 MILE NORTH AND 1-3/4 MILES EAST OF LEBANON, ABOUT
 KG0663'1,300 FEET WEST OF THE NORTHEAST CORNER OF SEC. 2, T. 2 S.,
 KG0663'R. 11 W., ABOUT 215 FEET EAST OF THE HEAD OF A SMALL RAVINE
 KG0663'WHICH RUNS SOUTH, IN THE LINE OF THE WIRE FENCE ON THE SOUTH
 KG0663'SIDE OF THE ROAD, 21-1/2 FEET WEST OF A TWO-WIRE FENCE THAT
 KG0663'RUNS SOUTH, ON LAND OWNED BY THE HEIRS OF J.W. CRYSTAL.
 KG0663'THE STATION MARK IS ABOUT 6 INCHES BELOW THE SURFACE OF THE
 KG0663'GROUND.  AZIMUTH FROM THE STATION TO THE RESIDENCE OF MRS.
 KG0663'BELL CALLAWAY IS 211 DEG 35 MIN, AND AZIMUTH FROM THE
 KG0663'STATION TO THE RESIDENCE OF EARL EBBERHART, A SON-IN-LAW OF
 KG0663'J.W.  CRYSTAL, IS 314 DEG 02 MIN.
 KG0663
 KG0663                          STATION RECOVERY (1935)
 KG0663
 KG0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 KG0663'THE STATION WAS RECOVERED AS DESCRIBED BY F.D.G. IN 1897.
 KG0663'
 KG0663'IT IS RECOMMENDED THAT THIS STATION BE RE-MARKED WITH A
 KG0663'MORE PERMANENT MARK THAN THE ONE WHICH IS NOW IN PLACE.
 KG0663
 KG0663                          STATION RECOVERY (1950)
 KG0663
 KG0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0663'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER
 KG0663'
 KG0663'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KG0663'A NEW AZIMUTH MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 KG0663'NO. 2 WERE ESTABLISHED.
 KG0663'
 KG0663'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KG0663'
 KG0663'THE STATION IS LOCATED ABOUT 1.75 MILES EAST AND 1.25 MILES
 KG0663'NORTH OF LEBANON.  IT IS SET IN A OLD EAST AND WEST FENCE
 KG0663'LINE, 34.0 FEET WEST OF A FIELD ENTRANCE AND 28.0 FEET SOUTH
 KG0663'OF THE CENTER OF A DIRT ROAD.  THE SURFACE MARK IS A MARBLE
 KG0663'POST 6 INCHES SQUARE, WITH TWO V-SHAPED GROOVES AT RIGHT
 KG0663'ANGLES AND LETTERS USCS CUT ON ITS TOP AND IS 8 INCHES BELOW
 KG0663'THE SURFACE OF THE GROUND.
 KG0663'
 KG0663'REFERENCE MARK NO. 1 IS 24.0 FEET NORTH OF THE CENTER OF
 KG0663'A DIRT ROAD AND 1.0 FOOT SOUTH OF A FENCE LINE.  IT IS STAMPED
 KG0663'LEBANON NO 1 1950 AND PROJECTS 3 INCHES.
 KG0663'
 KG0663'REFERENCE MARK NO. 2 IS 27.0 FEET SOUTH OF THE CENTER OF
 KG0663'A DIRT ROAD AND 2.0 FEET NORTH OF A OLD FENCE LINE.  IT
 KG0663'IS STAMPED LEBANON NO 2 1950 AND PROJECTS 3 INCHES.
 KG0663'
 KG0663'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 79.50 FEET.
 KG0663'
 KG0663'THE AZIMUTH MARK IS 24.0 FEET NORTH OF THE CENTER OF A DIRT
 KG0663'ROAD, 2.0 FEET EAST OF A TELEPHONE POLE AND 2.0 FEET EAST
 KG0663'OF A WITNESS POST.  IT IS STAMPED LEBANON 1950 AND PROJECTS
 KG0663'3 INCHES.
 KG0663'
 KG0663'TO REACH THE STATION FROM THE CROSS-STREETS AT THE FIRST
 KG0663'NATIONAL BANK IN LEBANON, GO NORTH, EAST AND NORTH ON U.S.
 KG0663'HIGHWAY NO. 281 FOR 1.55 MILES TO CROSSROADS, TURN RIGHT
 KG0663'AND GO EAST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT
 KG0663'AS DESCRIBED.  CONTINUE EAST ON DIRT ROAD FOR 0.9 MILE TO THE
 KG0663'STATION ON THE RIGHT AS DESCRIBED.
 KG0663
 KG0663                          STATION RECOVERY (1962)
 KG0663
 KG0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 KG0663'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KG0663'CONDITION.  A NEW TO REACH FOLLOWS-
 KG0663'
 KG0663'TO REACH THE STATION FROM THE POST OFFICE IN LEBANON, GO
 KG0663'NORTH FOR 0.05 MILE TO A CROSSROADS.  TURN RIGHT AND GO
 KG0663'EAST ON A PAVED ROAD FOR 0.2 MILE TO A T INTERSECTION.  TURN
 KG0663'LEFT AND GO NORTH ON A GRADED ROAD FOR 1.55 MILES TO A SIDE
 KG0663'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRADED ROAD FOR
 KG0663'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 KG0663'ON A GRADED ROAD FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 KG0663
 KG0663                          STATION RECOVERY (1967)
 KG0663
 KG0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0663'STATION LOCATION IS ADEQUATE.  THE ORIGINAL TO REACH COULD NOT BE
 KG0663'CHECKED DUE TO HEAVY SNOW, THEREFORE A NEW TO REACH OVER A DIFFERENT
 KG0663'ROUTE IS SHOWN BELOW.  STATION MARK AND REFERENCE MARKS WERE
 KG0663'RECOVERED AND THE AZIMUTH MARK WAS FOUND DESTROYED.  THE STATION MARK
 KG0663'AND REFERENCE MARK NUMBER 2 WERE CHIPPED AND LEANING.
 KG0663'THEREFORE THE STATION MARK WAS DUG OUT AND A NEW ONE SET OVER
 KG0663'THE SUB-SURFACE MARK, A NEW AZIMUTH MARK WAS SET AND A REFERENCE
 KG0663'MARK NUMBER 3 WAS ESTABLISHED.  REFERENCE MARK NUMBER 2 WAS
 KG0663'DESTROYED AFTER THE CHECK OF DISTANCE AND DIRECTION TO MARKS.  DUE TO
 KG0663'MANY CHANGES IN MEASUREMENTS TO MARKS A COMPLETE NEW DESCRIPTION
 KG0663'FOLLOWS.
 KG0663'
 KG0663'TO REACH STATION FROM THE SCHOOLHOUSE IN LEBANON, GO EAST ON GRAVELED
 KG0663'ROAD FOR 1.65 MILES TO CROSSROADS.  TURN LEFT AND GO NORTH ON GRADED
 KG0663'ROAD FOR 1.0 MILE TO CROSSROADS.  TURN LEFT AND GO WEST ON GRADED
 KG0663'ROAD FOR 0.25 MILE TO STATION ON LEFT, SOUTH SIDE OF ROAD, AS
 KG0663'DESCRIBED.
 KG0663'
 KG0663'AZIMUTH MARK IS REACHED FROM STATION BY GOING BACK EAST ON GRADED
 KG0663'ROAD FOR 0.25 MILE TO THE CROSSROADS.  TURN LEFT AND GO NORTH FOR
 KG0663'0.45 MILE TO AZIMUTH MARK ON THE RIGHT, EAST SIDE OF ROAD AS
 KG0663'DESCRIBED.
 KG0663'
 KG0663'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 KG0663'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 14 INCHES BELOW THE
 KG0663'SURFACE OF THE GROUND AND IS STAMPED LEBANON 1897 1967.  IT IS 30
 KG0663'FEET SOUTH OF CENTER OF A GRADED ROAD AND 51.2 FEET SOUTH OF AN
 KG0663'EAST-WEST FENCELINE.
 KG0663'
 KG0663'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 KG0663'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 KG0663'STAMPED LEBANON NO 1 1950.  IT IS 22 FEET NORTH OF CENTER OF THE
 KG0663'GRADED ROAD AND 0.8 FOOT SOUTH OF THE EAST-WEST FENCELINE.
 KG0663'
 KG0663'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 KG0663'TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 KG0663'THE GROUND AND IS STAMPED LEBANON NO 3 1897 1967.  IT IS 22-1/2 FEET
 KG0663'NORTH OF THE GRADED ROAD AND 0.8 FOOT NORTH OF THE EAST-WEST
 KG0663'FENCELINE.
 KG0663'
 KG0663'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 KG0663'ROUND CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS STAMPED
 KG0663'LEBANON AZI 2 1897 1967.  IT IS 26 FEET EAST OF CENTER OF A GRADED
 KG0663'ROAD.  18 FEET NORTH OF A FIELD ROAD, 3.6 FEET WEST OF SECTION POST
 KG0663'NUMBER 283, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN AND
 KG0663'2.1 FEET SOUTH OF A FENCE CORNER.
 KG0663'
 KG0663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHEAST
 KG0663'OF LEBANON.
 KG0663
 KG0663                          STATION RECOVERY (1968)
 KG0663
 KG0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KG0663'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 KG0663'IN GOOD CONDITION.  THE AZIMUTH MARK AND REFERENCE MARK NO. 2
 KG0663'WERE SEARCHED FOR BUT NOT FOUND AND WAS ASSUMED THE MARKS WERE
 KG0663'DESTROYED.
 KG0663'
 KG0663'IN 1967 THE STATION MARK WAS RESET BUT THE TIME THE STATION WAS
 KG0663'REPAIRED THE NEW DESCRIPTION WAS NOT AVAILABLE.
 KG0663'
 KG0663'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE SET.
 KG0663'
 KG0663'FOLLOWING IS A NEW DESCRIPTION.
 KG0663'
 KG0663'TO REACH THE STATION FROM THE CITY HALL IN LEBANON, GO EAST ON A
 KG0663'SURFACED STREET FOR 0.15 MILE TO A T-INTERSECTION.  TURN LEFT AND
 KG0663'GO NORTH ON A GRAVELED ROAD FOR 1.2 MILES TO A SIDE ROAD ON THE
 KG0663'RIGHT.  TURN RIGHT AND GO EAST ON A DIRT ROAD FOR 0.5 MILE TO AN
 KG0663'OLD SECTION LINE ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 KG0663'CONTINUE EAST ON THE DIRT ROAD FOR 0.8 MILE TO TOP OF RIDGE AND
 KG0663'STATION ON THE RIGHT.
 KG0663'
 KG0663'STATION MARK, A STANDARD DISK STAMPED LEBANON 1897 1967, IS SET
 KG0663'IN THE TOP OF A ROUND CONCRETE POST WHICH IS 1 FOOT BELOW THE
 KG0663'SURFACE OF THE GROUND.  IT IS 55 FEET EAST OF OLD NORTH-SOUTH
 KG0663'FENCE, AND 31 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD.  THE
 KG0663'UNDERGROUND MARK WAS NOT INSPECTED.
 KG0663'
 KG0663'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LEBANON NO. 1
 KG0663'1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KG0663'4 INCHES.  IT IS 20 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 KG0663'1 FOOT SOUTH OF AN OLD EAST-WEST FENCE, AND 1 FOOT WEST OF A
 KG0663'METAL WITNESS POST.
 KG0663'
 KG0663'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LEBANON 1897 NO. 3
 KG0663'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KG0663'3 INCHES.  IT IS 20 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 KG0663'1 FOOT EAST OF A STEEL FENCE POST, AND 0.5 FEET SOUTH OF OLD
 KG0663'EAST-WEST FENCE.
 KG0663'
 KG0663'AZIMUTH MARK, A STANDARD DISK STAMPED LEBANON 1897 1968, IS SET IN
 KG0663'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 KG0663'IS 31 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 13 FEET EAST OF
 KG0663'THE CENTER OF THE OLD SECTION LINE ROAD, AND 1.5 FEET NORTH OF A
 KG0663'METAL WITNESS POST.
 KG0663'
 KG0663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 KG0663'MILES NORTHEAST OF LEBANON
 KG0663
 KG0663                          STATION RECOVERY (2006)
 KG0663
 KG0663'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 KG0663'GEOCAC FIRST REPORT.
 KG0663'THE STATION AND STONE WERE FOUND LOOSE.
 KG0663'IT IS INTACT BUT NOT SET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1757 ***********************************************************************
 JE1757  DESIGNATION -  LEBO
 JE1757  PID         -  JE1757
 JE1757  STATE/COUNTY-  KS/COFFEY
 JE1757  USGS QUAD   -  LEBO NW (1983)
 JE1757
 JE1757                         *CURRENT SURVEY CONTROL
 JE1757  ___________________________________________________________________
 JE1757* NAD 83(1997)-  38 24 17.45413(N)    095 56 40.28583(W)     ADJUSTED  
 JE1757* NAVD 88     -       359.8    (meters)    1180.     (feet)  VERTCON   
 JE1757  ___________________________________________________________________
 JE1757  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 JE1757  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JE1757
 JE1757  HORZ ORDER  -  SECOND
 JE1757
 JE1757.The horizontal coordinates were established by classical geodetic methods
 JE1757.and adjusted by the National Geodetic Survey in October 1998..
 JE1757
 JE1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1757
 JE1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1757
 JE1757.The geoid height was determined by GEOID03.
 JE1757
 JE1757;                    North         East     Units Scale Factor Converg.
 JE1757;SPC KS S     -   595,974.819   623,180.015   MT  0.99997200   +1 34 13.5
 JE1757;UTM  15      - 4,254,841.670   242,880.285   MT  1.00041424   -1 49 48.7
 JE1757;UTM  14      - 4,255,157.163   766,810.293   MT  1.00047678   +1 53 57.2
 JE1757
 JE1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1757!SPC KS S     -   0.99994841  x   0.99997200  =   0.99992041
 JE1757!UTM  15      -   0.99994841  x   1.00041424  =   1.00036263
 JE1757!UTM  14      -   0.99994841  x   1.00047678  =   1.00042517
 JE1757
 JE1757:                Primary Azimuth Mark                     Grid Az
 JE1757:SPC KS S     -  LEBO MUNICIPAL TANK                      079 53 07.7
 JE1757:UTM  15      -  LEBO MUNICIPAL TANK                      083 17 09.9
 JE1757:UTM  14      -  LEBO MUNICIPAL TANK                      079 33 24.0
 JE1757
 JE1757|---------------------------------------------------------------------|
 JE1757| PID    Reference Object                     Distance      Geod. Az  |
 JE1757|                                                           dddmmss.s |
 JE1757| JE1750 LEBO MUNICIPAL TANK                 APPROX. 7.5 KM 0812721.2 |
 JE1757| JE1752 LEBO GRANGE COOP GRAIN ELEV         APPROX. 7.5 KM 0821250.6 |
 JE1757| CL4737 LEBO AZ MK                                         0880207.3 |
 JE1757| CL4738 LEBO RM 1                            13.213 METERS 08959     |
 JE1757| JE1756 HARTFORD MUNICIPAL TANK             APPROX.10.7 KM 1870316.0 |
 JE1757| CL4739 LEBO RM 2                            13.280 METERS 27011     |
 JE1757| JF1367 NEOSHO RAPIDS RWD NO 4 SPIPE        APPROX. 6.7 KM 2714210.0 |
 JE1757|---------------------------------------------------------------------|
 JE1757
 JE1757                          SUPERSEDED SURVEY CONTROL
 JE1757
 JE1757  NAD 83(1986)-  38 24 17.46057(N)    095 56 40.28792(W) AD(       ) 2
 JE1757  NAD 27      -  38 24 17.41219(N)    095 56 39.32288(W) AD(       ) 2
 JE1757  NGVD 29 (07/19/86)  359.6    (m)         1180.     (f) VERT ANG       
 JE1757
 JE1757.Superseded values are not recommended for survey control.
 JE1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1757.See file dsdata.txt to determine how the superseded data were derived.
 JE1757
 JE1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC4288054842(NAD 83)
 JE1757_MARKER: DS = TRIANGULATION STATION DISK
 JE1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1757
 JE1757  HISTORY     - Date     Condition        Report By
 JE1757  HISTORY     - 1956     MONUMENTED       CGS
 JE1757  HISTORY     - 1974     GOOD             NGS
 JE1757
 JE1757                          STATION DESCRIPTION
 JE1757
 JE1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1757'THE STATION IS LOCATED ABOUT 13 MILES EAST OF EMPORIA, 7 MILES
 JE1757'NORTH-NORTHEAST OF NEOSHO RAPIDS AND 4.5 MILES WEST OF LEBO, ON
 JE1757'THE SOUTH SIDE OF U.S. HIGHWAY 50S AND ON HIGHWAY RIGHT-OF-WAY.
 JE1757'IT IS 61 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 50S, 53
 JE1757'FEET WEST OF A CO-OP SIGN BOARD, 5 FEET NORTHEAST OF A WHITE
 JE1757'WITNESS POST AND 4 FEET NORTH OF A FENCE LINE.  THE MARK IS
 JE1757'FLUSH AND THE DISK IS STAMPED LEBO 1956.
 JE1757'
 JE1757'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S AND
 JE1757'STATE HIGHWAY 131, WHICH IS ABOUT 0.7 MILE SOUTH OF LEBO, GO
 JE1757'WEST ON U.S. HIGHWAY 50S FOR 4.10 MILES TO THE AZIMUTH MARK ON
 JE1757'THE NORTH SIDE OF HIGHWAY.  CONTINUE WEST ON HIGHWAY FOR 0.55
 JE1757'MILE TO THE STATION ON THE SOUTH SIDE OF HIGHWAY AS DESCRIBED.
 JE1757'
 JE1757'REFERENCE MARK 1 IS 61 FEET SOUTH OF THE CENTERLINE OF U.S.
 JE1757'HIGHWAY 50S, 45 FEET EAST OF THE WHITE WITNESS POST AND 4 FEET
 JE1757'NORTH OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JE1757'LEBO NO 1 1956.
 JE1757'
 JE1757'REFERENCE MARK 2 IS 61 FEET SOUTH OF THE CENTERLINE OF U.S.
 JE1757'HIGHWAY 50S, 42 FEET WEST OF THE WHITE WITNESS POST AND 4 FEET
 JE1757'NORTH OF FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JE1757'LEBO NO 2 1956.
 JE1757'
 JE1757'THE AZIMUTH MARK IS 59 FEET NORTH OF THE CENTERLINE OF U.S.
 JE1757'HIGHWAY 50S, 6 FEET WEST OF A TELEPHONE POLE, 5 FEET WEST OF
 JE1757'A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 JE1757'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED LEBO 1956.
 JE1757'
 JE1757'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE1757
 JE1757                          STATION RECOVERY (1974)
 JE1757
 JE1757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1757'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 JE1757'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE OBJECTS USED
 JE1757'TO DETERMINE THE DIRECTION TO THE AZIMUTH MARK ARE NOW OBSTRUCTED,
 JE1757'HOWEVER, THE UNADJUSTED 1974 AZIMUTH DOES NOT CHECK THE PUBLISHED
 JE1757'AZIMUTH BY 7.8 SECONDS.  THE ANGLE BETWEEN THE REFERENCE MARKS
 JE1757'DOES NOT CHECK BY A DIFFERENCE OF 5 MINUTES AND 31 SECONDS.
 JE1757'A DIFFERENCE OF 0.04 FEET OR 0.016 METERS SHORTER WAS
 JE1757'NOTED IN THE DISTANCE TO REFERENCE MARK 1, AND A DIFFERENCE
 JE1757'OF 0.03 FEET OR 0.008 METERS LONGER WAS NOTED IN THE DISTANCE TO
 JE1757'REFERENCE MARK 2.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 JE1757'
 JE1757'THE STATION IS LOCATED ABOUT 5 MILES WEST OF LEBO, 6-1/2 MILES NORTH
 JE1757'OF HARTFORD AND IS ON HIGHWAY RIGHT-OF-WAY OF OLD U.S. HIGHWAY 50.
 JE1757'IT IS IN THE NW 1/4 SEC 14, T 19 S, R 13 E.
 JE1757'
 JE1757'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES WEST OF
 JE1757'LEBO.
 JE1757'
 JE1757'HEIGHT OF LIGHT ABOVE STATION MARK 5.1 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1754 ***********************************************************************
 JE1754  DESIGNATION -  LEBO GRANGE COOP ELEV STAFF
 JE1754  PID         -  JE1754
 JE1754  STATE/COUNTY-  KS/COFFEY
 JE1754  USGS QUAD   -  LEBO (1973)
 JE1754
 JE1754                         *CURRENT SURVEY CONTROL
 JE1754  ___________________________________________________________________
 JE1754* NAD 83(1997)-  38 24 50.14290(N)    095 51 35.66098(W)     ADJUSTED  
 JE1754* NAVD 88     -                                                        
 JE1754  ___________________________________________________________________
 JE1754  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 JE1754  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JE1754
 JE1754  HORZ ORDER  -  THIRD
 JE1754
 JE1754.The horizontal coordinates were established by classical geodetic methods
 JE1754.and adjusted by the National Geodetic Survey in October 1998..
 JE1754
 JE1754
 JE1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1754
 JE1754.The geoid height was determined by GEOID03.
 JE1754
 JE1754;                    North         East     Units Scale Factor Converg.
 JE1754;SPC KS S     -   597,188.234   630,539.567   MT  0.99997336   +1 37 20.7
 JE1754;UTM  15      - 4,255,616.748   250,301.954   MT  1.00036791   -1 46 40.4
 JE1754
 JE1754                          SUPERSEDED SURVEY CONTROL
 JE1754
 JE1754  NAD 83(1986)-  38 24 50.14902(N)    095 51 35.66258(W) AD(       ) 4
 JE1754  NAD 27      -  38 24 50.09915(N)    095 51 34.69481(W) AD(       ) 3
 JE1754
 JE1754.Superseded values are not recommended for survey control.
 JE1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1754.See file dsdata.txt to determine how the superseded data were derived.
 JE1754
 JE1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5030255617(NAD 83)
 JE1754_MARKER: 65 = GRAIN ELEVATOR
 JE1754
 JE1754  HISTORY     - Date     Condition        Report By
 JE1754  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1754
 JE1754                          STATION DESCRIPTION
 JE1754
 JE1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1754'THE STATION, LEBO GRANGE CO-OPERATIVE ASSOCIATION ELEVATOR STAFF, IS
 JE1754'THE CENTER OF A 2-INCH CIRCUMFERENCE PIPE, THAT PROJECTS ABOUT 15
 JE1754'FEET ABOVE THE ROOF OF THE 100 FOOT TALL CONCRETE ELEVATOR AT LEBO,
 JE1754'KANSAS.  THE PIPE IS LOCATED AT THE NORTHEAST CORNER OF THE
 JE1754'ROOF.  THE CENTER OF THE BUILDING IS AN OLD INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1752 ***********************************************************************
 JE1752  DESIGNATION -  LEBO GRANGE COOP GRAIN ELEV
 JE1752  PID         -  JE1752
 JE1752  STATE/COUNTY-  KS/COFFEY
 JE1752  USGS QUAD   -  LEBO (1973)
 JE1752
 JE1752                         *CURRENT SURVEY CONTROL
 JE1752  ___________________________________________________________________
 JE1752* NAD 83(1997)-  38 24 50.09810(N)    095 51 35.82417(W)     ADJUSTED  
 JE1752* NAVD 88     -                                                        
 JE1752  ___________________________________________________________________
 JE1752  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 JE1752  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JE1752
 JE1752  HORZ ORDER  -  THIRD
 JE1752
 JE1752.The horizontal coordinates were established by classical geodetic methods
 JE1752.and adjusted by the National Geodetic Survey in October 1998..
 JE1752
 JE1752
 JE1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1752
 JE1752.The geoid height was determined by GEOID03.
 JE1752
 JE1752;                    North         East     Units Scale Factor Converg.
 JE1752;SPC KS S     -   597,186.741   630,535.648   MT  0.99997336   +1 37 20.6
 JE1752;UTM  15      - 4,255,615.489   250,297.953   MT  1.00036793   -1 46 40.5
 JE1752
 JE1752                          SUPERSEDED SURVEY CONTROL
 JE1752
 JE1752  NAD 83(1986)-  38 24 50.10443(N)    095 51 35.82542(W) AD(       ) 4
 JE1752  NAD 27      -  38 24 50.05092(N)    095 51 34.86377(W) AD(       ) 3
 JE1752
 JE1752.Superseded values are not recommended for survey control.
 JE1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1752.See file dsdata.txt to determine how the superseded data were derived.
 JE1752
 JE1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5029855615(NAD 83)
 JE1752_MARKER: 65 = GRAIN ELEVATOR
 JE1752
 JE1752  HISTORY     - Date     Condition        Report By
 JE1752  HISTORY     - 1956     FIRST OBSERVED   CGS
 JE1752  HISTORY     - 1974     GOOD             NGS
 JE1752
 JE1752                          STATION DESCRIPTION
 JE1752
 JE1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1752'THE STATION IS THE CENTER OF THE TOP OF THE CO-OPERATIVE
 JE1752'ASSOCIATION GRAIN ELEVATOR.  IT IS LOCATED ABOUT 2 BLOCKS
 JE1752'SOUTHWEST OF THE CENTER OF TOWN AND JUST NORTH OF THE SANTA
 JE1752'FE RAILROAD STATION.  IT IS A ROUND CONCRETE GRAIN TANK WITH AN
 JE1752'ELEVATOR SHAFT HOUSE ON THE TOP.  THE OVERALL HEIGHT OF THE
 JE1752'STRUCTURE IS ABOUT 100 FEET.
 JE1752
 JE1752                          STATION RECOVERY (1974)
 JE1752
 JE1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1752'THE STATION, LEBO GRANGE CO-OP ASSOC GRAIN ELEVATOR, WAS RECOVERED
 JE1752'AS DESCRIBED BY W.N. MARTIN IN 1956.  THE STATION WAS NOT
 JE1752'RE-POSITIONED IN 1974 AS A POINT OTHER THAN THE CENTER OF THE
 JE1752'BUILDING WAS OBSERVED.  THE NAME HAS BEEN ALTERED TO AGREE WITH
 JE1752'PRESENT STANDARDS FOR INTERSECTION STATION NAMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1750 ***********************************************************************
 JE1750  DESIGNATION -  LEBO MUNICIPAL TANK
 JE1750  PID         -  JE1750
 JE1750  STATE/COUNTY-  KS/COFFEY
 JE1750  USGS QUAD   -  LEBO (1973)
 JE1750
 JE1750                         *CURRENT SURVEY CONTROL
 JE1750  ___________________________________________________________________
 JE1750* NAD 83(1997)-  38 24 53.49555(N)    095 51 34.43889(W)     ADJUSTED  
 JE1750* NAVD 88     -                                                        
 JE1750  ___________________________________________________________________
 JE1750  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 JE1750  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JE1750
 JE1750  HORZ ORDER  -  THIRD
 JE1750
 JE1750.The horizontal coordinates were established by classical geodetic methods
 JE1750.and adjusted by the National Geodetic Survey in October 1998..
 JE1750
 JE1750
 JE1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1750
 JE1750.The geoid height was determined by GEOID03.
 JE1750
 JE1750;                    North         East     Units Scale Factor Converg.
 JE1750;SPC KS S     -   597,292.407   630,566.275   MT  0.99997350   +1 37 21.4
 JE1750;UTM  15      - 4,255,719.193   250,334.807   MT  1.00036771   -1 46 39.8
 JE1750
 JE1750                          SUPERSEDED SURVEY CONTROL
 JE1750
 JE1750  NAD 83(1986)-  38 24 53.50165(N)    095 51 34.44040(W) AD(       ) 4
 JE1750  NAD 27      -  38 24 53.45516(N)    095 51 33.46661(W) AD(       ) 3
 JE1750
 JE1750.Superseded values are not recommended for survey control.
 JE1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1750.See file dsdata.txt to determine how the superseded data were derived.
 JE1750
 JE1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5033555719(NAD 83)
 JE1750_MARKER: 53 = ELEVATED TANK
 JE1750
 JE1750  HISTORY     - Date     Condition        Report By
 JE1750  HISTORY     - 1960     FIRST OBSERVED   CGS
 JE1750  HISTORY     - 1974     GOOD             NGS
 JE1750
 JE1750                          STATION DESCRIPTION
 JE1750
 JE1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1750'THE STATION IS LOCATED 1 BLOCK SOUTHWEST OF THE MAIN INTERSECTION
 JE1750'IN LEBO.  IT IS THE CENTER OF A LARGE BALL SHAPED TANK THAT
 JE1750'IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE AND HAS AN OVERALL
 JE1750'HEIGHT OF APPROXIMATELY 100 FEET.
 JE1750
 JE1750                          STATION RECOVERY (1974)
 JE1750
 JE1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1750'LEBO, MUNICIPAL TANK WAS RECOVERED AS DESCRIBED.
 JE1750'
 JE1750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LEBO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0869 ***********************************************************************
 HE0869  DESIGNATION -  LEDOW
 HE0869  PID         -  HE0869
 HE0869  STATE/COUNTY-  KS/WILSON
 HE0869  USGS QUAD   -  FREDONIA (1975)
 HE0869
 HE0869                         *CURRENT SURVEY CONTROL
 HE0869  ___________________________________________________________________
 HE0869* NAD 83(1997)-  37 32 26.08936(N)    095 45 03.81050(W)     ADJUSTED  
 HE0869* NAVD 88     -       329.51   (+/-2cm)    1081.1    (feet)  VERTCON   
 HE0869  ___________________________________________________________________
 HE0869  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HE0869  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 HE0869
 HE0869  HORZ ORDER  -  FIRST
 HE0869  VERT ORDER  -  THIRD ? (See Below)
 HE0869
 HE0869.The horizontal coordinates were established by classical geodetic methods
 HE0869.and adjusted by the National Geodetic Survey in October 1998..
 HE0869
 HE0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0869.The vertical order pertains to the NGVD 29 superseded value.
 HE0869
 HE0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0869
 HE0869.The geoid height was determined by GEOID03.
 HE0869
 HE0869;                    North         East     Units Scale Factor Converg.
 HE0869;SPC KS S     -   500,572.074   642,899.234   MT  0.99995744   +1 41 21.5
 HE0869;UTM  15      - 4,158,400.554   256,941.127   MT  1.00032775   -1 40 37.6
 HE0869
 HE0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0869!SPC KS S     -   0.99995310  x   0.99995744  =   0.99991054
 HE0869!UTM  15      -   0.99995310  x   1.00032775  =   1.00028083
 HE0869
 HE0869:                Primary Azimuth Mark                     Grid Az
 HE0869:SPC KS S     -  ALTOONA MUNICIPAL TANK                   096 36 28.2
 HE0869:UTM  15      -  ALTOONA MUNICIPAL TANK                   099 58 27.3
 HE0869
 HE0869|---------------------------------------------------------------------|
 HE0869| PID    Reference Object                     Distance      Geod. Az  |
 HE0869|                                                           dddmmss.s |
 HE0869| HE0863 ALTOONA MUNICIPAL TANK              APPROX. 8.0 KM 0981749.7 |
 HE0869| CL4743 LEDOW AZ MK                                        1812229.0 |
 HE0869| HE0868 FREDONIA CONSOL CEM CORP STK        APPROX. 7.1 KM 2404901.7 |
 HE0869| HE0871 FREDONIA CONSOL CEM CORP S STK      APPROX. 7.2 KM 2410640.0 |
 HE0869| HE0866 FREDONIA MOUND HS SPIRE             APPROX. 6.9 KM 2594301.0 |
 HE0869| HE0865 FREDONIA SACRED HEART CATH CH       APPROX. 6.0 KM 2624938.2 |
 HE0869| HE0870 FREDONIA COURTHOUSE TOP CENTER      APPROX. 6.8 KM 2641012.8 |
 HE0869| CL4744 LEDOW RM 1                           25.690 METERS 26750     |
 HE0869| CL4745 LEDOW RM 2                           93.660 METERS 31801     |
 HE0869|---------------------------------------------------------------------|
 HE0869
 HE0869                          SUPERSEDED SURVEY CONTROL
 HE0869
 HE0869  NAD 83(1997)-  37 32 26.09358(N)    095 45 03.80847(W) AD(       ) 1
 HE0869  NAD 83(1986)-  37 32 26.09787(N)    095 45 03.79264(W) AD(       ) 1
 HE0869  NAD 27      -  37 32 25.90470(N)    095 45 02.86067(W) AD(       ) 1
 HE0869  NGVD 29 (07/19/86)  329.36   (m)         1080.6    (f) LEVELING    3  
 HE0869
 HE0869.Superseded values are not recommended for survey control.
 HE0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0869.See file dsdata.txt to determine how the superseded data were derived.
 HE0869
 HE0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB5694158401(NAD 83)
 HE0869_MARKER: DS = TRIANGULATION STATION DISK
 HE0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0869
 HE0869  HISTORY     - Date     Condition        Report By
 HE0869  HISTORY     - 1934     MONUMENTED       CGS
 HE0869  HISTORY     - 1940     GOOD             CGS
 HE0869
 HE0869                          STATION DESCRIPTION
 HE0869
 HE0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0869'STATION IS ABOUT 5 MILES NW OF ALTOONA, AND ABOUT 4 MILES
 HE0869'NE OF FREDONIA, IN THE NE 1/4 OF SECTION 10, T 29 N, R 15 E,
 HE0869'IN PASTURE LAND OWNED BY A MR. LEDOW.  STATION MARK IS ON
 HE0869'HIGHEST POINT OF PASTURE LAND, 30 FEET E OF A WAGON TRAIL AND
 HE0869'250 FEET E OF A ROCK FENCE.  MARK IS FLUSH WITH THE SURFACE.
 HE0869'
 HE0869'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 HE0869'CONCRETE.
 HE0869'
 HE0869'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DEPRESSION
 HE0869'IN OUTCROPPING ROCK, AND IS W OF THE STATION.
 HE0869'
 HE0869'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A
 HE0869'DEPRESSION IN SMALL OUTCROPPING ROCK, IS NW OF THE STATION, ON
 HE0869'W SIDE OF N-S FENCE.
 HE0869'
 HE0869'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A DEPRESSION IN
 HE0869'A LARGE OUTCROPPING ROCK, IS S OF STATION, ON N SIDE OF FENCE
 HE0869'LINE 10 FEET W OF A GATE.
 HE0869'
 HE0869'STATION IS REACHED FROM ALTOONA BY GOING W ON STATE ROUTE 47
 HE0869'FOR 6.5 MILES TO A DIRT ROAD N, TURN N HERE AND GO 1.0 MILE TO
 HE0869'GRAVEL ROAD E, GO E HERE AND GO 0.5 MILE TO FENCE CORNER ON
 HE0869'THE S, TURN S HERE AND FOLLOW WAGON TRAIL 0.25 MILE TO STATION
 HE0869'ON LEFT.
 HE0869'
 HE0869'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
 HE0869
 HE0869                          STATION RECOVERY (1940)
 HE0869
 HE0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE0869'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING LISTED
 HE0869'DIFFERENCES IN DIRECTIONS TO REFERENCE MARKS AND AZIMUTH MARK.
 HE0869'
 HE0869'A WHITE REFERENCE POST WAS SET 2 FEET SSW OF THE AZIMUTH MARK,
 HE0869'ANOTHER 10 FEET W OF REFERENCE MARK NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0873 ***********************************************************************
 JG0873  DESIGNATION -  LEE
 JG0873  PID         -  JG0873
 JG0873  STATE/COUNTY-  KS/PAWNEE
 JG0873  USGS QUAD   -  SANFORD (1970)
 JG0873
 JG0873                         *CURRENT SURVEY CONTROL
 JG0873  ___________________________________________________________________
 JG0873* NAD 83(1997)-  38 07 51.33626(N)    099 16 38.85512(W)     ADJUSTED  
 JG0873* NAVD 88     -       630.     (meters)    2067.     (feet)  SCALED    
 JG0873  ___________________________________________________________________
 JG0873  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JG0873  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0873
 JG0873  HORZ ORDER  -  FIRST
 JG0873
 JG0873.The horizontal coordinates were established by classical geodetic methods
 JG0873.and adjusted by the National Geodetic Survey in October 1998..
 JG0873
 JG0873.The orthometric height was scaled from a topographic map.
 JG0873
 JG0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0873
 JG0873.The geoid height was determined by GEOID03.
 JG0873
 JG0873;                    North         East     Units Scale Factor Converg.
 JG0873;SPC KS S     -   562,795.882   331,840.067   MT  0.99994282   -0 28 40.0
 JG0873;UTM  14      - 4,220,378.131   475,683.125   MT  0.99960728   -0 10 16.8
 JG0873
 JG0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0873!SPC KS S     -   0.99990520  x   0.99994282  =   0.99984803
 JG0873!UTM  14      -   0.99990520  x   0.99960728  =   0.99951252
 JG0873
 JG0873:                Primary Azimuth Mark                     Grid Az
 JG0873:SPC KS S     -  KANSAS STATE HOSPITAL WATER TANK         067 46 59.7
 JG0873:UTM  14      -  KANSAS STATE HOSPITAL WATER TANK         067 28 36.5
 JG0873
 JG0873|---------------------------------------------------------------------|
 JG0873| PID    Reference Object                     Distance      Geod. Az  |
 JG0873|                                                           dddmmss.s |
 JG0873| JG0871 KANSAS STATE HOSPITAL WATER TANK    APPROX.11.6 KM 0671819.7 |
 JG0873| JG0872 KANSAS STATE HOSP TALL STACK        APPROX.11.5 KM 0675122.2 |
 JG0873| JG0862 LARNED SACRED HEART CH CROSS        APPROX.16.3 KM 0682142.0 |
 JG0873| JG0866 LARNED MUNICIPAL STANDPIPE          APPROX.15.6 KM 0704709.8 |
 JG0873| JG0863 LARNED MUN ELEC LT PLANT STACK      APPROX.16.3 KM 0720210.9 |
 JG0873| CK9255 LEE RM 1                             72.410 METERS 10420     |
 JG0873| HG0885 BELPRE MUNICIPAL TANK               APPROX.25.4 KM 1420747.7 |
 JG0873| JG0869 GARFIELD SWEDISH LUTHERAN CH        APPROX. 6.6 KM 1545957.8 |
 JG0873| CK9254 LEE AZ MK                                          1695111.1 |
 JG0873| CK9256 LEE RM 2                             45.674 METERS 35627     |
 JG0873|---------------------------------------------------------------------|
 JG0873
 JG0873                          SUPERSEDED SURVEY CONTROL
 JG0873
 JG0873  NAD 83(1997)-  38 07 51.34397(N)    099 16 38.85408(W) AD(       ) 1
 JG0873  NAD 83(1986)-  38 07 51.34370(N)    099 16 38.85381(W) AD(       ) 1
 JG0873  NAD 27      -  38 07 51.29000(N)    099 16 37.45500(W) AD(       ) 1
 JG0873
 JG0873.Superseded values are not recommended for survey control.
 JG0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0873.See file dsdata.txt to determine how the superseded data were derived.
 JG0873
 JG0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7568320378(NAD 83)
 JG0873_MARKER: DS = TRIANGULATION STATION DISK
 JG0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0873_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0873
 JG0873  HISTORY     - Date     Condition        Report By
 JG0873  HISTORY     - 1934     MONUMENTED       CGS
 JG0873  HISTORY     - 1951     GOOD             CGS
 JG0873
 JG0873                          STATION DESCRIPTION
 JG0873
 JG0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0873'STATION IS LOCATED IN THE SOUTHWEST CORNER OF SECTION 14,
 JG0873'T. 22 S., R. 18 W., ON LAND OWNED BY LEE EIKMEIER.  STATION IS
 JG0873'IN NORTHEAST ANGLE OF CROSSROADS, 42 FEET EAST OF CENTERLINE OF
 JG0873'NORTH-SOUTH DIRT ROAD AND 38.5 FEET NORTH OF CENTERLINE OF
 JG0873'EAST-AND-WEST DIRT ROAD.
 JG0873'
 JG0873'TO REACH STATION FROM POST OFFICE IN SANFORD, GO SOUTH ON MAIN
 JG0873'ROAD 3.4 MILES AND TURN LEFT ON CROSSROADS, GO 2 MILES TO
 JG0873'CROSSROAD AND STATION IN NORTHEAST ANGLE OF ROAD.
 JG0873'
 JG0873'REFERENCE MARK NO. 1 IS SET IN EAST-WEST FENCE LINE, 33 FEET
 JG0873'NORTH OF CENTERLINE OF EAST-AND-WEST DIRT ROAD.
 JG0873'
 JG0873'REFERENCE MARK NO. 2 IS SET IN NORTH-SOUTH FENCE LINE, 33
 JG0873'FEET EAST OF CENTERLINE OF NORTH-AND-SOUTH DIRT ROAD.
 JG0873'
 JG0873'AZIMUTH MARK IS IN EAST-WEST FENCE LINE, 17 FEET WEST OF
 JG0873'CENTERLINE OF A DRIVEWAY INTO A HOUSE, 30 FEET SOUTH OF
 JG0873'CENTERLINE OF EAST-AND-WEST ROAD.
 JG0873'
 JG0873'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH ON GRAVEL ROAD 1.0
 JG0873'MILE TO CROSSROADS, TURN LEFT (EAST) AND GO 0.2 MILE TO HOUSE
 JG0873'ON RIGHT AND MARK JUST WEST OF DRIVE LEADING INTO YARD.
 JG0873'
 JG0873'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JG0873'BRONZE DISKS AS DESCRIBED.
 JG0873'
 JG0873'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 JG0873
 JG0873                          STATION RECOVERY (1951)
 JG0873
 JG0873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 JG0873'STATION WAS RECOVERED AND STATION MARK, REFERENCE MARKS NO. 1
 JG0873'AND NO. 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 JG0873'
 JG0873'THE STATION MARK WAS FOUND 10 INCHES UNDERGROUND, 47 FEET
 JG0873'NORTH OF THE CENTERLINE OF THE EAST AND WEST ROAD, INSTEAD OF
 JG0873'38.5 FEET AS OF ON PREVIOUS DESCRIPTION.  42 FEET EAST OF THE
 JG0873'CENTERLINE OF NORTH AND SOUTH ROAD, 14 FEET NORTHEAST OF
 JG0873'THE TELEPHONE POLE ON THE CORNER, 10.8 FEET NORTH OF THE EAST AND
 JG0873'WEST FENCE, 11 FEET EAST OF NORTH AND SOUTH FENCE.
 JG0873'
 JG0873'REFERENCE MARK NO. 1 IS SET IN THE EAST AND WEST FENCE LINE
 JG0873'AND WAS FOUND TO BE 29 FEET NORTH OF THE CENTERLINE OF THE
 JG0873'ROAD INSTEAD OF 33 FEET ON PREVIOUS DESCRIPTION.
 JG0873'
 JG0873'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED
 JG0873'IN THE PREVIOUS DESCRIPTION.  REFERENCE MARK NO. 2 WAS FOUND ABOUT
 JG0873'8 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1393 ***********************************************************************
 JE1393  DESIGNATION -  LENEXA
 JE1393  PID         -  JE1393
 JE1393  STATE/COUNTY-  KS/JOHNSON
 JE1393  USGS QUAD   -  LENEXA (1991)
 JE1393
 JE1393                         *CURRENT SURVEY CONTROL
 JE1393  ___________________________________________________________________
 JE1393* NAD 83(1997)-  38 57 53.84869(N)    094 43 27.91417(W)     ADJUSTED  
 JE1393* NAVD 88     -       326.213  (meters)    1070.25   (feet)  ADJUSTED  
 JE1393  ___________________________________________________________________
 JE1393  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 JE1393  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE1393  DYNAMIC HT  -         325.996 (meters)    1069.54  (feet)  COMP
 JE1393  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 JE1393
 JE1393  HORZ ORDER  -  SECOND
 JE1393  VERT ORDER  -  SECOND    CLASS 0
 JE1393
 JE1393.The horizontal coordinates were established by classical geodetic methods
 JE1393.and adjusted by the National Geodetic Survey in October 1998..
 JE1393
 JE1393.The orthometric height was determined by differential leveling
 JE1393.and adjusted by the National Geodetic Survey in June 1991..
 JE1393
 JE1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1393
 JE1393.The geoid height was determined by GEOID03.
 JE1393
 JE1393.The dynamic height is computed by dividing the NAVD 88
 JE1393.geopotential number by the normal gravity value computed on the
 JE1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1393.degrees latitude (g = 980.6199 gals.).
 JE1393
 JE1393.The modeled gravity was interpolated from observed gravity values.
 JE1393
 JE1393;                    North         East     Units Scale Factor Converg.
 JE1393;SPC KS N     -    75,250.810   683,820.932   MT  0.99996922   +2 04 21.0
 JE1393;UTM  15      - 4,314,301.961   350,601.002   MT  0.99987484   -1 05 04.5
 JE1393
 JE1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1393!SPC KS N     -   0.99995388  x   0.99996922  =   0.99992310
 JE1393!UTM  15      -   0.99995388  x   0.99987484  =   0.99982873
 JE1393
 JE1393:                Primary Azimuth Mark                     Grid Az
 JE1393:SPC KS N     -  LENEXA RM 3 AZIMUTH                      032 35 59.2
 JE1393:UTM  15      -  LENEXA RM 3 AZIMUTH                      035 45 24.7
 JE1393
 JE1393|---------------------------------------------------------------------|
 JE1393| PID    Reference Object                     Distance      Geod. Az  |
 JE1393|                                                           dddmmss.s |
 JE1393| JE1395 LENEXA RM 3 AZIMUTH                 APPROX. 0.7 KM 0344020.2 |
 JE1393| JE1993 LENEXA RAD STA KUDL CEN MAST        APPROX. 1.8 KM 0425733.5 |
 JE1393| JE1394 LENEXA RM 1                           8.970 METERS 04719     |
 JE1393| JE1392 LENEXA RM 2                          10.126 METERS 20735     |
 JE1393| JE1995 LENEXA NEW MUN TANK                 400.994 METERS 2324837.6 |
 JE1393| JE2004 LENEXA OLD MUNICIPAL TANK           APPROX. 1.4 KM 2575746.8 |
 JE1393|---------------------------------------------------------------------|
 JE1393
 JE1393                          SUPERSEDED SURVEY CONTROL
 JE1393
 JE1393  NAD 83(1986)-  38 57 53.85568(N)    094 43 27.91170(W) AD(       ) 2
 JE1393  NAD 27      -  38 57 53.83304(N)    094 43 27.05633(W) AD(       ) 2
 JE1393  NGVD 29 (??/??/92)  326.086  (m)         1069.83   (f) ADJ UNCH    2 0
 JE1393
 JE1393.Superseded values are not recommended for survey control.
 JE1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1393.See file dsdata.txt to determine how the superseded data were derived.
 JE1393
 JE1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5060114302(NAD 83)
 JE1393_MARKER: DS = TRIANGULATION STATION DISK
 JE1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1393_STAMPING: LENEXA 1974
 JE1393_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 JE1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1393+STABILITY: SURFACE MOTION
 JE1393
 JE1393  HISTORY     - Date     Condition        Report By
 JE1393  HISTORY     - 1974     MONUMENTED       NGS
 JE1393  HISTORY     - 1974     GOOD             NGS
 JE1393  HISTORY     - 1980     GOOD             NGS
 JE1393  HISTORY     - 20020925 MARK NOT FOUND   INDIV
 JE1393
 JE1393                          STATION DESCRIPTION
 JE1393
 JE1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1393'THE STATION IS IN THE SOUTHEAST EDGE OF LENEXA, ON THE EAST
 JE1393'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 35, NEAR THE CENTER OF THE EAST
 JE1393'EDGE OF SEC 34, R 24 E, T 12 S.
 JE1393'
 JE1393'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 35 AND
 JE1393'435 IN THE SOUTH EDGE OF LENEXA, GO NORTHEAST ON INTERSTATE HIGHWAY
 JE1393'35 FOR 2.15 MILES TO THE STATION ON THE RIGHT.
 JE1393'
 JE1393'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTHEAST ON HIGHWAY
 JE1393'35 FOR 0.45 MILE TO THE MARK ON THE LEFT IN THE MEDIAN.
 JE1393'
 JE1393'STATION MARKS ARE STANDARD DISKS, STAMPED LENEXA 1974.  THE SURFACE
 JE1393'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JE1393'THAT IS FLUSH WITH THE GROUND.  IT IS 36.5 FEET SOUTHEAST OF THE
 JE1393'CENTER OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35, 6.5 FEET
 JE1393'NORTHWEST OF A RIGHT-OF-WAY FENCE AND 5.6 FEET NORTHWEST OF A
 JE1393'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JE1393'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 JE1393'
 JE1393'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LENEXA NO 1 1974, SET
 JE1393'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 JE1393'WITH THE GROUND.  IT IS 42.0 FEET SOUTHEAST OF THE CENTER OF THE
 JE1393'NORTH BOUND LANE OF INTERSTATE HIGHWAY 35, 29.3 FEET NORTHEAST OF
 JE1393'THE WITNESS POST, 1.0 FOOT NORTHWEST OF THE RIGHT-OF-WAY FENCE AND
 JE1393'ABOUT THE SAME ELEVATION AS THE STATION.
 JE1393'
 JE1393'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LENEXA NO 2 1974, SET
 JE1393'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 JE1393'WITH THE GROUND.  IT IS 42.1 FEET SOUTHEAST OF THE CENTER OF THE
 JE1393'NORTH BOUND LANE OF INTERSTATE HIGHWAY 35, 32.5 FEET SOUTHWEST OF
 JE1393'THE WITNESS POST, 1.1 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE AND
 JE1393'ABOUT THE SAME ELEVATION AS THE STATION.
 JE1393'
 JE1393'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LENEXA NO 3 1974 AZ,
 JE1393'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 JE1393'FLUSH WITH THE GROUND.  IT IS 41.0 FEET NORTHWEST OF THE CENTER OF
 JE1393'THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35, 33.0 FEET SOUTHEAST OF
 JE1393'THE CENTER OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 AND 1.4
 JE1393'FEET SOUTHWEST OF A WITNESS POST.  THIS MARK WILL SERVE AS THE
 JE1393'AZIMUTH MARK.
 JE1393'
 JE1393'NEAREST TOWN--IN LENEXA.
 JE1393'
 JE1393'HEIGHT OF LIGHT ABOVE STATION MARK 2.07 METERS.
 JE1393
 JE1393                          STATION RECOVERY (1974)
 JE1393
 JE1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1393'9.3 MI N FROM OLATHE.
 JE1393'ABOUT 9.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 JE1393'WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF OLATHE,
 JE1393'ALONG THE EAST RIGHT-OF-WAY OF INTERSTATE HIGHWAY 35 AT LENEXA, 2.15
 JE1393'MILES NORTHEAST OF THE JUNCTION OF I-35 AND I-435, 29.43 FEET
 JE1393'SOUTHWEST OF RM 1, 33.23 FEET NORTH-NORTHEAST OF RM 2, 36.5 FEET
 JE1393'SOUTHEAST OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35, 6.5 FEET
 JE1393'NORTHWEST OF THE EAST RIGHT-OF-WAY FENCE, AND 5.6 FEET NORTHWEST OF A
 JE1393'METAL WITNESS SIGN.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JE1393'GROUND AND IS ABOUT LEVEL WITH THE HIGHWAY.
 JE1393
 JE1393                          STATION RECOVERY (1980)
 JE1393
 JE1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JE1393'SURFACE STATION MARKS, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 JE1393'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  THE DISTANCES TO
 JE1393'REFERENCE MARKS 1 AND 2 AGREED WITH 1974 DATA WHILE THE DIRECTIONS
 JE1393'TO THE MARKS WERE 1 MINUTE, 36 SECONDS SMALLER AND 28 SECONDS SMALLER,
 JE1393'RESPECTIVELY.  THE DIRECTION TO REFERENCE MARK 3, WHICH SERVES AS
 JE1393'THE AZIMUTH MARK, WAS 9.0 SECONDS SMALLER THAN 1974 DATA, BUT UPON
 JE1393'REOCCUPATION THE DIRECTION WAS 0.9 SECONDS SMALLER.  THE DIRECTION
 JE1393'TO THE LENEXA NEW MUNICIPAL WATER TANK WAS 8.8 SECONDS SMALLER,
 JE1393'WHILE THE DIRECTION TO THE LENEXA RADIO STATION KUDL CENTER MAST
 JE1393'WAS 5.9 SECONDS SMALLER.  UPON REOCCUPATION THE DIRECTION TO THE
 JE1393'MAST WAS 2.1 SECONDS SMALLER.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JE1393
 JE1393                          STATION RECOVERY (2002)
 JE1393
 JE1393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 JE1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1994 ***********************************************************************
 JE1994  DESIGNATION -  LENEXA CS GAS MICROWAVE
 JE1994  PID         -  JE1994
 JE1994  STATE/COUNTY-  KS/JOHNSON
 JE1994  USGS QUAD   -  LENEXA (1991)
 JE1994
 JE1994                         *CURRENT SURVEY CONTROL
 JE1994  ___________________________________________________________________
 JE1994* NAD 83(1997)-  38 59 32.84276(N)    094 42 55.79788(W)     ADJUSTED  
 JE1994* NAVD 88     -                                                        
 JE1994  ___________________________________________________________________
 JE1994  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 JE1994  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 JE1994
 JE1994  HORZ ORDER  -  THIRD
 JE1994
 JE1994.The horizontal coordinates were established by classical geodetic methods
 JE1994.and adjusted by the National Geodetic Survey in October 1998..
 JE1994
 JE1994
 JE1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1994
 JE1994.The geoid height was determined by GEOID03.
 JE1994
 JE1994;                    North         East     Units Scale Factor Converg.
 JE1994;SPC KS N     -    78,329.435   684,482.896   MT  0.99996695   +2 04 41.3
 JE1994;UTM  15      - 4,317,339.164   351,431.453   MT  0.99987179   -1 04 46.6
 JE1994
 JE1994                          SUPERSEDED SURVEY CONTROL
 JE1994
 JE1994  NAD 83(1986)-  38 59 32.84996(N)    094 42 55.79459(W) AD(       ) 4
 JE1994  NAD 27      -  38 59 32.82797(N)    094 42 54.94031(W) AD(       ) 3
 JE1994
 JE1994.Superseded values are not recommended for survey control.
 JE1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1994.See file dsdata.txt to determine how the superseded data were derived.
 JE1994
 JE1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5143117339(NAD 83)
 JE1994_MARKER: 44 = MICROWAVE MAST
 JE1994
 JE1994  HISTORY     - Date     Condition        Report By
 JE1994  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1994  HISTORY     - 19950831 GOOD             USPSQD
 JE1994  HISTORY     - 20051211 GOOD             GEOCAC
 JE1994
 JE1994                          STATION DESCRIPTION
 JE1994
 JE1994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1994'LENEXA, CITIES SERVICE GAS COMPANY, MICROWAVE KDS 238 MAST IS A
 JE1994'TRIANGULAR STEEL STRUCTURE, GUYED, PAINTED SILVER, HAS A REFLECTOR
 JE1994'AT THE TOP AND AN OVERALL HEIGHT OF 150 FEET.  IT IS LOCATED ABOUT
 JE1994'2-1/2 MILES NORTHEAST OF LENEXA AT 11103 WEST 75TH STREET AND IN
 JE1994'THE SOUTHWEST ANGLE OF THE INTERSECTION OF 75TH STREET AND NIEMAN
 JE1994'ROAD.
 JE1994'
 JE1994'STATION IS THE TOP CENTER OF THE MAST.
 JE1994
 JE1994                          STATION RECOVERY (1995)
 JE1994
 JE1994'RECOVERY NOTE BY US POWER SQUADRON 1995
 JE1994'RECOVERED IN GOOD CONDITION.
 JE1994
 JE1994                          STATION RECOVERY (2005)
 JE1994
 JE1994'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1394 ***********************************************************************
 JE1394  DESIGNATION -  LENEXA RM 1
 JE1394  PID         -  JE1394
 JE1394  STATE/COUNTY-  KS/JOHNSON
 JE1394  USGS QUAD   -  LENEXA (1991)
 JE1394
 JE1394                         *CURRENT SURVEY CONTROL
 JE1394  ___________________________________________________________________
 JE1394* NAD 83(1986)-  38 57 54.     (N)    094 43 28.     (W)     SCALED    
 JE1394* NAVD 88     -       326.363  (meters)    1070.74   (feet)  ADJUSTED  
 JE1394  ___________________________________________________________________
 JE1394  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE1394  DYNAMIC HT  -         326.145 (meters)    1070.03  (feet)  COMP
 JE1394  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 JE1394
 JE1394  VERT ORDER  -  SECOND    CLASS 0
 JE1394
 JE1394.The horizontal coordinates were scaled from a topographic map and have
 JE1394.an estimated accuracy of +/- 6 seconds.
 JE1394
 JE1394.The orthometric height was determined by differential leveling
 JE1394.and adjusted by the National Geodetic Survey in June 1991..
 JE1394
 JE1394.The geoid height was determined by GEOID03.
 JE1394
 JE1394.The dynamic height is computed by dividing the NAVD 88
 JE1394.geopotential number by the normal gravity value computed on the
 JE1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1394.degrees latitude (g = 980.6199 gals.).
 JE1394
 JE1394.The modeled gravity was interpolated from observed gravity values.
 JE1394
 JE1394;                    North         East    Units  Estimated Accuracy
 JE1394;SPC KS N     -    75,260.      683,820.      MT  (+/- 180 meters Scaled)
 JE1394
 JE1394                          SUPERSEDED SURVEY CONTROL
 JE1394
 JE1394  NGVD 29 (??/??/92)  326.235  (m)         1070.32   (f) ADJ UNCH    2 0
 JE1394
 JE1394.Superseded values are not recommended for survey control.
 JE1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1394.See file dsdata.txt to determine how the superseded data were derived.
 JE1394
 JE1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD505143(NAD 83)
 JE1394_MARKER: DR = REFERENCE MARK DISK
 JE1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1394_STAMPING: LENEXA NO 1 1974
 JE1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1394+STABILITY: SURFACE MOTION
 JE1394
 JE1394  HISTORY     - Date     Condition        Report By
 JE1394  HISTORY     - 1974     MONUMENTED       NGS
 JE1394
 JE1394                          STATION DESCRIPTION
 JE1394
 JE1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1394'9.3 MI N FROM OLATHE.
 JE1394'AT THE LENEXA STATION SITE-- 29.43 FEET NORTHEAST OF THE STATION, 42.0
 JE1394'FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF INTERSTATE
 JE1394'HIGHWAY 35, 29.3 FEET NORTHEAST OF A METAL WITNESS SIGN AND 1.0 FOOT
 JE1394'NORTHWEST OF THE EAST RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A
 JE1394'CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH THE
 JE1394'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1392 ***********************************************************************
 JE1392  DESIGNATION -  LENEXA RM 2
 JE1392  PID         -  JE1392
 JE1392  STATE/COUNTY-  KS/JOHNSON
 JE1392  USGS QUAD   -  LENEXA (1991)
 JE1392
 JE1392                         *CURRENT SURVEY CONTROL
 JE1392  ___________________________________________________________________
 JE1392* NAD 83(1986)-  38 57 54.     (N)    094 43 28.     (W)     SCALED    
 JE1392* NAVD 88     -       326.525  (meters)    1071.27   (feet)  ADJUSTED  
 JE1392  ___________________________________________________________________
 JE1392  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 JE1392  DYNAMIC HT  -         326.307 (meters)    1070.56  (feet)  COMP
 JE1392  MODELED GRAV-     979,951.5   (mgal)                       NAVD 88
 JE1392
 JE1392  VERT ORDER  -  SECOND    CLASS 0
 JE1392
 JE1392.The horizontal coordinates were scaled from a topographic map and have
 JE1392.an estimated accuracy of +/- 6 seconds.
 JE1392
 JE1392.The orthometric height was determined by differential leveling
 JE1392.and adjusted by the National Geodetic Survey in June 1991..
 JE1392
 JE1392.The geoid height was determined by GEOID03.
 JE1392
 JE1392.The dynamic height is computed by dividing the NAVD 88
 JE1392.geopotential number by the normal gravity value computed on the
 JE1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1392.degrees latitude (g = 980.6199 gals.).
 JE1392
 JE1392.The modeled gravity was interpolated from observed gravity values.
 JE1392
 JE1392;                    North         East    Units  Estimated Accuracy
 JE1392;SPC KS N     -    75,260.      683,820.      MT  (+/- 180 meters Scaled)
 JE1392
 JE1392                          SUPERSEDED SURVEY CONTROL
 JE1392
 JE1392  NGVD 29 (??/??/92)  326.397  (m)         1070.85   (f) ADJ UNCH    2 0
 JE1392
 JE1392.Superseded values are not recommended for survey control.
 JE1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1392.See file dsdata.txt to determine how the superseded data were derived.
 JE1392
 JE1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD505143(NAD 83)
 JE1392_MARKER: DR = REFERENCE MARK DISK
 JE1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1392_STAMPING: LENEXA NO 2 1974
 JE1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1392+STABILITY: SURFACE MOTION
 JE1392
 JE1392  HISTORY     - Date     Condition        Report By
 JE1392  HISTORY     - 1974     MONUMENTED       NGS
 JE1392
 JE1392                          STATION DESCRIPTION
 JE1392
 JE1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1392'9.3 MI N FROM OLATHE.
 JE1392'AT THE LENEXA STATION SITE-- 33.23 FEET SOUTH-SOUTHWEST OF THE
 JE1392'STATION, 42.1 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE
 JE1392'OF INTERSTATE HIGHWAY 35, 32.5 FEET SOUTHWEST OF THE METAL WITNESS
 JE1392'SIGN AND 1.1 FOOT NORTHWEST OF THE EAST RIGHT-OF-WAY FENCE. SET IN THE
 JE1392'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH
 JE1392'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1395 ***********************************************************************
 JE1395  DESIGNATION -  LENEXA RM 3 AZIMUTH
 JE1395  PID         -  JE1395
 JE1395  STATE/COUNTY-  KS/JOHNSON
 JE1395  USGS QUAD   -  LENEXA (1991)
 JE1395
 JE1395                         *CURRENT SURVEY CONTROL
 JE1395  ___________________________________________________________________
 JE1395* NAD 83(1997)-  38 58 11.52821(N)    094 43 12.24835(W)     ADJUSTED  
 JE1395* NAVD 88     -       318.109  (meters)    1043.66   (feet)  ADJUSTED  
 JE1395  ___________________________________________________________________
 JE1395  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 JE1395  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JE1395  DYNAMIC HT  -         317.897 (meters)    1042.97  (feet)  COMP
 JE1395  MODELED GRAV-     979,952.2   (mgal)                       NAVD 88
 JE1395
 JE1395  HORZ ORDER  -  SECOND
 JE1395  VERT ORDER  -  SECOND    CLASS 0
 JE1395
 JE1395.The horizontal coordinates were established by classical geodetic methods
 JE1395.and adjusted by the National Geodetic Survey in October 1998..
 JE1395
 JE1395.The orthometric height was determined by differential leveling
 JE1395.and adjusted by the National Geodetic Survey in June 1991..
 JE1395
 JE1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1395
 JE1395.The geoid height was determined by GEOID03.
 JE1395
 JE1395.The dynamic height is computed by dividing the NAVD 88
 JE1395.geopotential number by the normal gravity value computed on the
 JE1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1395.degrees latitude (g = 980.6199 gals.).
 JE1395
 JE1395.The modeled gravity was interpolated from observed gravity values.
 JE1395
 JE1395;                    North         East     Units Scale Factor Converg.
 JE1395;SPC KS N     -    75,809.275   684,178.082   MT  0.99996880   +2 04 30.9
 JE1395;UTM  15      - 4,314,839.857   350,988.331   MT  0.99987342   -1 04 55.1
 JE1395
 JE1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1395!SPC KS N     -   0.99995515  x   0.99996880  =   0.99992396
 JE1395!UTM  15      -   0.99995515  x   0.99987342  =   0.99982858
 JE1395
 JE1395:                Primary Azimuth Mark                     Grid Az
 JE1395:SPC KS N     -  LENEXA RAD STA KUDL CEN MAST             045 44 47.7
 JE1395:UTM  15      -  LENEXA RAD STA KUDL CEN MAST             048 54 13.7
 JE1395
 JE1395|---------------------------------------------------------------------|
 JE1395| PID    Reference Object                     Distance      Geod. Az  |
 JE1395|                                                           dddmmss.s |
 JE1395| JE1993 LENEXA RAD STA KUDL CEN MAST        APPROX. 1.1 KM 0474918.6 |
 JE1395| JE2003 LENEXA RM 3 A PT                      5.973 METERS 06953     |
 JE1395| JE1393 LENEXA                              APPROX. 0.7 KM 2144030.1 |
 JE1395| JE1995 LENEXA NEW MUN TANK                 APPROX. 1.1 KM 2212937.3 |
 JE1395|---------------------------------------------------------------------|
 JE1395
 JE1395                          SUPERSEDED SURVEY CONTROL
 JE1395
 JE1395  NAD 83(1986)-  38 58 11.53509(N)    094 43 12.24577(W) AD(       ) 2
 JE1395  NAD 27      -  38 58 11.51255(N)    094 43 11.39126(W) AD(       ) 2
 JE1395  NGVD 29 (??/??/92)  317.982  (m)         1043.25   (f) ADJ UNCH    2 0
 JE1395
 JE1395.Superseded values are not recommended for survey control.
 JE1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1395.See file dsdata.txt to determine how the superseded data were derived.
 JE1395
 JE1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5098814840(NAD 83)
 JE1395_MARKER: DR = REFERENCE MARK DISK
 JE1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1395_STAMPING: LENEXA NO 3 AZ 1974
 JE1395_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 JE1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1395+STABILITY: SURFACE MOTION
 JE1395
 JE1395  HISTORY     - Date     Condition        Report By
 JE1395  HISTORY     - 1974     MONUMENTED       NGS
 JE1395  HISTORY     - 1974     GOOD             NGS
 JE1395  HISTORY     - 20020925 MARK NOT FOUND   INDIV
 JE1395
 JE1395                          STATION DESCRIPTION
 JE1395
 JE1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1395'THE STATION IS IN THE SOUTHEAST EDGE OF LENEXA, IN THE MEDIAN OF
 JE1395'INTERSTATE HIGHWAY 35 AND IN THE NW 1/4, SEC 35, R24E, T12S.
 JE1395'
 JE1395'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAYS 435
 JE1395'AND 35, GO NORTHEAST ON HIGHWAY 35 FOR 2.6 MILES TO THE MARK ON THE
 JE1395'LEFT.
 JE1395'
 JE1395'STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---LENEXA
 JE1395'NO 3 1974 AZ---SET IN TOP OF A ROUND CONCRETE POST THAT IS FLUSH
 JE1395'WITH THE GROUND.  IT IS 41.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 JE1395'NORTHBOUND LANE OF THE HIGHWAY, 33.0 FEET SOUTHEAST OF THE CENTERLINE
 JE1395'OF THE SOUTHBOUND LANE OF THE HIGHWAY, 1.4 FEET SOUTHWEST OF A
 JE1395'WITNESS POST AND ABOUT 3 FEET LOWER THAN THE SOUTHBOUND LANE.
 JE1395'
 JE1395'THERE IS NO UNDERGROUND MARK OR REFERENCE MARKS FOR THIS STATION.
 JE1395
 JE1395                          STATION RECOVERY (1974)
 JE1395
 JE1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1395'9.7 MI N FROM OLATHE.
 JE1395'ABOUT 9.7 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 JE1395'WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF OLATHE,
 JE1395'9.7 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM KANSAS CITY, IN THE
 JE1395'MEDIA STRIP OF HIGHWAY, 41 FEET NORTHWEST OF THE CENTERLINE OF THE
 JE1395'NORTH BOUND LANE OF HIGHWAY, 33 FEET SOUTHEAST OF THE CENTERLINE OF
 JE1395'THE SOUTH BOUND LANE OF HIGHWAY AND 1.4 FEET SOUTHWEST OF A METAL
 JE1395'WITNESS SIGN.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 JE1395'AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JE1395
 JE1395                          STATION RECOVERY (2002)
 JE1395
 JE1395'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 JE1395'THE MEDIAN AREA BETWEEN THE NORTH AND SOUTH BOUND LANES OF I 35 HAS
 JE1395'BEEN CONCRETED IN AND JERSEY BARRIERS INSTALLED FOR MUCH OF ITS LENGTH
 JE1395'NORTH OF I 435.  MARKS APPEAR TO BE LOST DUE TO THIS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0730 ***********************************************************************
 KH0730  DESIGNATION -  LENORA
 KH0730  PID         -  KH0730
 KH0730  STATE/COUNTY-  KS/NORTON
 KH0730  USGS QUAD   -  LENORA WEST (1978)
 KH0730
 KH0730                         *CURRENT SURVEY CONTROL
 KH0730  ___________________________________________________________________
 KH0730* NAD 83(1997)-  39 34 35.70336(N)    100 02 06.49985(W)     ADJUSTED  
 KH0730* NAVD 88     -       774.3    (meters)    2540.     (feet)  VERTCON   
 KH0730  ___________________________________________________________________
 KH0730  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 KH0730  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 KH0730
 KH0730  HORZ ORDER  -  SECOND
 KH0730
 KH0730.The horizontal coordinates were established by classical geodetic methods
 KH0730.and adjusted by the National Geodetic Survey in October 1998..
 KH0730
 KH0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0730
 KH0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0730
 KH0730.The geoid height was determined by GEOID03.
 KH0730
 KH0730;                    North         East     Units Scale Factor Converg.
 KH0730;SPC KS N     -   139,982.329   225,162.455   MT  0.99997299   -1 17 15.6
 KH0730;UTM  14      - 4,381,275.621   411,096.614   MT  0.99969731   -0 39 34.3
 KH0730
 KH0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0730!SPC KS N     -   0.99988247  x   0.99997299  =   0.99985547
 KH0730!UTM  14      -   0.99988247  x   0.99969731  =   0.99957982
 KH0730
 KH0730:                Primary Azimuth Mark                     Grid Az
 KH0730:SPC KS N     -  LENORA AZ MK                             038 19 42.6
 KH0730:UTM  14      -  LENORA AZ MK                             037 42 01.3
 KH0730
 KH0730|---------------------------------------------------------------------|
 KH0730| PID    Reference Object                     Distance      Geod. Az  |
 KH0730|                                                           dddmmss.s |
 KH0730| CN9842 LENORA AZ MK                                       0370227.0 |
 KH0730| CN9843 LENORA RM 1                          28.505 METERS 03740     |
 KH0730| KH0729 LENORA MUNICIPAL TANK               APPROX. 4.3 KM 0384405.4 |
 KH0730| CN9844 LENORA RM 2                          46.861 METERS 31521     |
 KH0730|---------------------------------------------------------------------|
 KH0730
 KH0730                          SUPERSEDED SURVEY CONTROL
 KH0730
 KH0730  NAD 83(1997)-  39 34 35.70643(N)    100 02 06.49986(W) AD(       ) 2
 KH0730  NAD 83(1986)-  39 34 35.70827(N)    100 02 06.50223(W) AD(       ) 2
 KH0730  NAD 27      -  39 34 35.69100(N)    100 02 05.03600(W) AD(       ) 2
 KH0730  NGVD 29 (10/18/91)  774.0    (m)         2539.     (f) GPS OBS        
 KH0730
 KH0730.Superseded values are not recommended for survey control.
 KH0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0730.See file dsdata.txt to determine how the superseded data were derived.
 KH0730
 KH0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ1109781276(NAD 83)
 KH0730_MARKER: DS = TRIANGULATION STATION DISK
 KH0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0730_SP_SET: CONCRETE POST
 KH0730_STAMPING: LENORA 1950
 KH0730_MARK LOGO: CGS   
 KH0730_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0730+STABILITY: SURFACE MOTION
 KH0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0730+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1991
 KH0730
 KH0730  HISTORY     - Date     Condition        Report By
 KH0730  HISTORY     - 1950     MONUMENTED       CGS
 KH0730  HISTORY     - 1950     GOOD             CGS
 KH0730  HISTORY     - 19910411 GOOD             NGS
 KH0730
 KH0730                          STATION DESCRIPTION
 KH0730
 KH0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0730'THE STATION IS LOCATED ON THE TOP OF THE MOST EASTERLY OF THREE
 KH0730'KNOLLS ABOUT 3.0 MILES SOUTHWEST OF LENORA.  IT IS IN PASTURE
 KH0730'LAND AND IS ABOUT 0.15 MILE WEST OF A NORTH-SOUTH ROAD.  IT
 KH0730'PROJECTS 4 INCHES AND IS STAMPED LENORA 1950.
 KH0730'
 KH0730'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE SAME KNOLL
 KH0730'AS THE STATION AND IS ABOUT 4.0 FEET BELOW THE ELEVATION OF THE
 KH0730'STATION.  IT IS 9.0 FEET SOUTH OF WHERE THE KNOLL BREAKS SHARP
 KH0730'TO THE NORTH, IS SET FLUSH AND IS STAMPED LENORA NO 1 1950.
 KH0730'
 KH0730'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE MIDDLE ONE
 KH0730'OF THREE KNOLLS AND IS ABOUT 4.0 FEET BELOW THE ELEVATION OF
 KH0730'THE STATION.  IT IS SET FLUSH AND IS STAMPED LENORA NO 2 1950.
 KH0730'
 KH0730'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0730'NO. 2 IS 168.98 FEET.
 KH0730'
 KH0730'THE AZIMUTH MARK IS 38.0 FEET WEST OF THE CENTER OF A GRAVELED
 KH0730'ROAD, 15.0 FEET SOUTH OF THE CENTER OF A WIRE GATE, 1.5 FEET
 KH0730'SOUTH OF A WITNESS POST AND 0.5 OF A FOOT EAST OF A FENCE.
 KH0730'IT PROJECTS 8 INCHES AND IS STAMPED LENORA 1950.
 KH0730'
 KH0730'TO REACH THE STATION FROM THE CROSS-STREET JUST EAST OF THE
 KH0730'POST OFFICE IN LENORA, GO SOUTH AND WEST ON A GRAVELED ROAD FOR
 KH0730'3.1 MILES TO A WIRE GATE ON THE RIGHT IN THE NORTHEAST CORNER OF
 KH0730'A PASTURE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  HERE
 KH0730'TURN SHARP RIGHT THROUGH WIRE GATE AND FOLLOW TRACK ROAD
 KH0730'SOUTHERLY ALONG FENCE FOR 0.3 MILE, TURN SHARP RIGHT AND GO
 KH0730'WEST FOR 0.1 MILE TO TOP OF THE MOST EASTERLY OF THREE KNOLLS
 KH0730'AND THE STATION AS DESCRIBED.
 KH0730
 KH0730                          STATION RECOVERY (1950)
 KH0730
 KH0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KH0730'RECOVERED IN GOOD CONDITION.
 KH0730
 KH0730                          STATION RECOVERY (1991)
 KH0730
 KH0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KH0730'STATION IS LOCATED ABOUT 18 MI (29.0 KM) NORTHWEST OF HILL CITY, 5 MI
 KH0730'(8.0 KM) SOUTHEAST OF NEW ALMELO, AND 2 MI (3.2 KM) SOUTH OF LENORA.
 KH0730'OWNERSHIP-UNKNOWN.
 KH0730'TO REACH THE STATION FROM THE U.S. POST OFFICE IN LENORA, GO SOUTH
 KH0730'ALONG MAIN STREET FOR 1.0 MI (1.6 KM) TO A CURVE TO THE RIGHT, WEST,
 KH0730'A CEMETERY ON THE LEFT AND THE END OF PAVEMENT.  GO WEST ALONG GRAVEL
 KH0730'ROAD FOR 1.95 MI (3.14 KM) TO A CURVE TO THE LEFT, SOUTH. GO SOUTH
 KH0730'ALONG GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO A WIRE GATE ON THE RIGHT.
 KH0730'TURN RIGHT, WEST, PASSING THROUGH THE GATE, THEN FOLLOW A PASTURE
 KH0730'TRACK ROAD, SOUTH, FOR 0.3 MI (0.5 KM) . THEN GO RIGHT, WEST FOR 0.1
 KH0730'MI (0.2 KM) TO THE TOP OF HILL AND THE STATION.
 KH0730'STATION IS 2.0 FT (0.6 M) EAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0729 ***********************************************************************
 KH0729  DESIGNATION -  LENORA MUNICIPAL TANK
 KH0729  PID         -  KH0729
 KH0729  STATE/COUNTY-  KS/NORTON
 KH0729  USGS QUAD   -  LENORA WEST (1978)
 KH0729
 KH0729                         *CURRENT SURVEY CONTROL
 KH0729  ___________________________________________________________________
 KH0729* NAD 83(1997)-  39 36 25.27746(N)    100 00 12.85403(W)     ADJUSTED  
 KH0729* NAVD 88     -                                                        
 KH0729  ___________________________________________________________________
 KH0729  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KH0729  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 KH0729
 KH0729  HORZ ORDER  -  THIRD
 KH0729
 KH0729.The horizontal coordinates were established by classical geodetic methods
 KH0729.and adjusted by the National Geodetic Survey in October 1998..
 KH0729
 KH0729
 KH0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0729
 KH0729.The geoid height was determined by GEOID03.
 KH0729
 KH0729;                    North         East     Units Scale Factor Converg.
 KH0729;SPC KS N     -   143,300.290   227,948.782   MT  0.99997615   -1 16 03.7
 KH0729;UTM  14      - 4,384,622.982   413,845.638   MT  0.99969138   -0 38 23.4
 KH0729
 KH0729                          SUPERSEDED SURVEY CONTROL
 KH0729
 KH0729  NAD 83(1997)-  39 36 25.28050(N)    100 00 12.85429(W) AD(       ) 4
 KH0729  NAD 83(1986)-  39 36 25.28221(N)    100 00 12.85623(W) AD(       ) 4
 KH0729  NAD 27      -  39 36 25.26500(N)    100 00 11.40000(W) AD(       ) 3
 KH0729
 KH0729.Superseded values are not recommended for survey control.
 KH0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0729.See file dsdata.txt to determine how the superseded data were derived.
 KH0729
 KH0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ1384684623(NAD 83)
 KH0729_MARKER: 53 = ELEVATED TANK
 KH0729
 KH0729  HISTORY     - Date     Condition        Report By
 KH0729  HISTORY     - 1934     FIRST OBSERVED   CGS
 KH0729  HISTORY     - 1950     GOOD             CGS
 KH0729
 KH0729                          STATION DESCRIPTION
 KH0729
 KH0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0729'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK IN THE
 KH0729'SOUTHWEST PART OF LENORA.  THE TANK WAS BUILT IN 1906 AND IS
 KH0729'125 FEET HIGH.
 KH0729'
 KH0729'STATION WAS OBSERVED FROM HARDMAN, MENDEL, AND MAN.
 KH0729
 KH0729                          STATION RECOVERY (1950)
 KH0729
 KH0729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0729'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF LENORA AND
 KH0729'100 SOUTH OF THE CENTER OF AN EAST-WEST STREET.  IT IS A 4
 KH0729'LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND HAS
 KH0729'AN OVERALL HEIGHT OF ABOUT 100 FEET.  THE TANK IS SILVER IN
 KH0729'COLOR AND HAS THE LETTERING LENORA PAINTED IN BLACK ON THE NORTH
 KH0729'AND SOUTH SIDES.  THE BALL AT THE APEX OF THE TANK ROOF WAS
 KH0729'OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0563 ***********************************************************************
 JH0563  DESIGNATION -  LEO
 JH0563  PID         -  JH0563
 JH0563  STATE/COUNTY-  KS/WICHITA
 JH0563  USGS QUAD   -  LEOTI NW (1970)
 JH0563
 JH0563                         *CURRENT SURVEY CONTROL
 JH0563  ___________________________________________________________________
 JH0563* NAD 83(1997)-  38 29 05.87101(N)    101 26 27.95132(W)     ADJUSTED  
 JH0563* NAVD 88     -      1027.     (meters)    3369.     (feet)  SCALED    
 JH0563  ___________________________________________________________________
 JH0563  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JH0563  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 JH0563
 JH0563  HORZ ORDER  -  SECOND
 JH0563
 JH0563.The horizontal coordinates were established by classical geodetic methods
 JH0563.and adjusted by the National Geodetic Survey in October 1998..
 JH0563
 JH0563.The orthometric height was scaled from a topographic map.
 JH0563
 JH0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0563
 JH0563.The geoid height was determined by GEOID03.
 JH0563
 JH0563;                    North         East     Units Scale Factor Converg.
 JH0563;SPC KS S     -   605,856.146   143,433.036   MT  0.99998486   -1 48 26.6
 JH0563;UTM  14      - 4,262,448.592   287,082.568   MT  1.00015832   -1 31 10.9
 JH0563
 JH0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0563!SPC KS S     -   0.99984263  x   0.99998486  =   0.99982749
 JH0563!UTM  14      -   0.99984263  x   1.00015832  =   1.00000093
 JH0563
 JH0563|---------------------------------------------------------------------|
 JH0563| PID    Reference Object                     Distance      Geod. Az  |
 JH0563|                                                           dddmmss.s |
 JH0563| JH0272 Q 271                                32.488 METERS 02923     |
 JH0563| JH0560 LEOTI MUNICIPAL TANK                APPROX. 6.6 KM 0913312.2 |
 JH0563| CM8962 LEO RM 1                             11.398 METERS 18349     |
 JH0563|---------------------------------------------------------------------|
 JH0563
 JH0563                          SUPERSEDED SURVEY CONTROL
 JH0563
 JH0563  NAD 83(1986)-  38 29 05.87093(N)    101 26 27.95039(W) AD(       ) 2
 JH0563  NAD 27      -  38 29 05.80805(N)    101 26 26.36960(W) AD(       ) 2
 JH0563
 JH0563.Superseded values are not recommended for survey control.
 JH0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0563.See file dsdata.txt to determine how the superseded data were derived.
 JH0563
 JH0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH8708362449(NAD 83)
 JH0563_MARKER: DD = SURVEY DISK
 JH0563_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JH0563+WITH SETTING: INFORMATION.
 JH0563_SP_SET: PREFABRICATED CONCRETE POST
 JH0563
 JH0563  HISTORY     - Date     Condition        Report By
 JH0563  HISTORY     - 1967     MONUMENTED       USGS
 JH0563  HISTORY     - 1972     GOOD             NGS
 JH0563  HISTORY     - 1974     MARK NOT FOUND   NGS
 JH0563
 JH0563                          STATION DESCRIPTION
 JH0563
 JH0563'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0563'STATION IS LOCATED ABOUT 0.3 MI N. AND 4.5 MI W. OF LEOTI, T. 18
 JH0563'S., R. 37 W., NEAR S. SIXTEENTH COR. BETWEEN SECS. 17 AND 18.
 JH0563'
 JH0563'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 96
 JH0563'AND 25 IN LEOTI, GO W. ON STATE HWY. 96, 4.5 MI TO A T-RD. N.,
 JH0563'TURN RIGHT AND GO N. 0.3 MI TO A RR. CROSSING, AND THE STATION
 JH0563'ON THE RIGHT.
 JH0563'
 JH0563'STATION MARK IS 48 FT S. AND 46 FT E. OF RR. CROSSING, 2 FT
 JH0563'N. AND 1 FT E. OF COR. POST, 2 FT E. OF USGS WITNESS POST,
 JH0563'STAMPED ET LEO 1967.
 JH0563'
 JH0563'REFERENCE MARK NO. 1 IS S. OF STATION, 43 FT E. OF CENTER OF
 JH0563'RD., 1 FT S. AND 1.5 FT E. OF POWER LINE POLE, 1.5 FT E. OF
 JH0563'USGS WITNESS POST, STAMPED LEO NO. 1 1967.
 JH0563'
 JH0563'REFERENCE MARK NO. 2 IS 4.8 MI W. ALONG THE MISSOURI PACIFIC
 JH0563'RR. FROM THE COURTHOUSE AT LEOTI, WICHITA COUNTY, 4.6 FT N.
 JH0563'OF THE THIRD POLE W. OF POLE 711/20, 106 FT NE. OF THE CENTER
 JH0563'OF A RD. CROSSING, 98 FT E. OF THE CENTER OF THE TRACK, 66
 JH0563'FT E. OF A FENCE COR., 4.8 FT S. OF THE RIGHT-OF-WAY FENCE,
 JH0563'AND 2 FT W. OF A WHITE WOODEN WITNESS POST, A STANDARD USC
 JH0563'AND GS DISK STAMPED Q 271 1940 AND SET IN THE TOP OF A CONCRETE
 JH0563'POST PROJECTING 0.5 FT ABOVE GROUND.
 JH0563'
 JH0563'AZIMUTH MARK - LEOTI MWT ABOUT 4.0 MI E., LOCATED IN THE
 JH0563'WESTERN EDGE OF LEOTI, 66 FT S. AND 112 FT W. OF COR. OF W.I.
 JH0563'STREET AND N. GENESSE STREET.
 JH0563'
 JH0563'STATION MARK AND REFERENCE MARK NO. 1 ARE FLUSH WITH THE
 JH0563'GROUND, STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS,
 JH0563'CENTERED IN 6 IN. DIAMETER TILES 12 IN. LONG FILLED WITH
 JH0563'GRAVEL TO WITHIN 1 IN. OF CAP.
 JH0563
 JH0563                          STATION RECOVERY (1972)
 JH0563
 JH0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JH0563'R.M. 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION
 JH0563'AND R.M. 2 WERE NOT FOUND.
 JH0563'
 JH0563'THE 1967 ROUTE DESCRIPTION WAS ADEQUATE.
 JH0563
 JH0563                          STATION RECOVERY (1974)
 JH0563
 JH0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JH0563'RM 1 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION AND RM 2
 JH0563'WERE NOT FOUND.
 JH0563'
 JH0563'THE 1967 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1171 ***********************************************************************
 HF1171  DESIGNATION -  LEON
 HF1171  PID         -  HF1171
 HF1171  STATE/COUNTY-  KS/BUTLER
 HF1171  USGS QUAD   -  KEIGHLEY (1979)
 HF1171
 HF1171                         *CURRENT SURVEY CONTROL
 HF1171  ___________________________________________________________________
 HF1171* NAD 83(1997)-  37 39 30.72204(N)    096 42 57.07357(W)     ADJUSTED  
 HF1171* NAVD 88     -       444.     (meters)    1457.     (feet)  SCALED    
 HF1171  ___________________________________________________________________
 HF1171  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 HF1171  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 HF1171
 HF1171  HORZ ORDER  -  FIRST
 HF1171
 HF1171.The horizontal coordinates were established by classical geodetic methods
 HF1171.and adjusted by the National Geodetic Survey in October 1998..
 HF1171
 HF1171.The orthometric height was scaled from a topographic map.
 HF1171
 HF1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1171
 HF1171.The geoid height was determined by GEOID03.
 HF1171
 HF1171;                    North         East     Units Scale Factor Converg.
 HF1171;SPC KS S     -   511,588.061   557,411.682   MT  0.99994609   +1 05 47.1
 HF1171;UTM  14      - 4,170,384.156   701,481.894   MT  1.00010004   +1 23 45.5
 HF1171
 HF1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1171!SPC KS S     -   0.99993492  x   0.99994609  =   0.99988102
 HF1171!UTM  14      -   0.99993492  x   1.00010004  =   1.00003496
 HF1171
 HF1171:                Primary Azimuth Mark                     Grid Az
 HF1171:SPC KS S     -  LEON AZ MK                               072 19 28.9
 HF1171:UTM  14      -  LEON AZ MK                               072 01 30.5
 HF1171
 HF1171|---------------------------------------------------------------------|
 HF1171| PID    Reference Object                     Distance      Geod. Az  |
 HF1171|                                                           dddmmss.s |
 HF1171| AI1676 LEON AZ MK                                         0732516.0 |
 HF1171| AI1674 LEON RM 1                            45.107 METERS 17622     |
 HF1171| HF1173 LEON MUNICIPAL TANK                 APPROX. 6.7 KM 2983103.0 |
 HF1171| AI1675 LEON RM 2                            68.220 METERS 32229     |
 HF1171|---------------------------------------------------------------------|
 HF1171
 HF1171                          SUPERSEDED SURVEY CONTROL
 HF1171
 HF1171  NAD 83(1997)-  37 39 30.72767(N)    096 42 57.05776(W) AD(       ) 1
 HF1171  NAD 83(1986)-  37 39 30.73587(N)    096 42 57.06303(W) AD(       ) 1
 HF1171  NAD 27      -  37 39 30.66047(N)    096 42 55.97049(W) AD(       ) 1
 HF1171
 HF1171.Superseded values are not recommended for survey control.
 HF1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1171.See file dsdata.txt to determine how the superseded data were derived.
 HF1171
 HF1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG0148270384(NAD 83)
 HF1171_MARKER: DS = TRIANGULATION STATION DISK
 HF1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1171_STAMPING: LEON 1935
 HF1171_MARK LOGO: CGS   
 HF1171_PROJECTION: PROJECTING 10 CENTIMETERS
 HF1171_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1171+STABILITY: SURFACE MOTION
 HF1171
 HF1171  HISTORY     - Date     Condition        Report By
 HF1171  HISTORY     - 1935     MONUMENTED       CGS
 HF1171  HISTORY     - 1940     GOOD             CGS
 HF1171  HISTORY     - 1962     GOOD             CGS
 HF1171  HISTORY     - 1982     GOOD             KSDT
 HF1171  HISTORY     - 19860716 GOOD             NGS
 HF1171  HISTORY     - 19910123 GOOD             USPSQD
 HF1171
 HF1171                          STATION DESCRIPTION
 HF1171
 HF1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1171'STATION IS IN THE NE 1/4 OF SECTION 34, T 27 S, R 6 E, ABOUT
 HF1171'3-1/2 MILES SE OF LEON, ON PROPERTY OWNED BY FRANK DUNN.
 HF1171'
 HF1171'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 HF1171'STANDARD BRONZE DISKS SET IN CONCRETE.
 HF1171'
 HF1171'REFERENCE MARK NO. 1 IS S OF STATION, 1 FOOT W OF FENCE,
 HF1171'AND PROJECTS 4 INCHES.
 HF1171'
 HF1171'REFERENCE MARK NO. 2 IS NW OF STATION, 125 FEET W OF FENCE,
 HF1171'AND PROJECTS 4 INCHES.
 HF1171'
 HF1171'AZIMUTH MARK IS E OF STATION.  TO REACH THE AZIMUTH MARK, GO
 HF1171'W ACROSS PRAIRIE FOR 0.2 MILE, TURN RIGHT (N) ONTO PRAIRIE ROAD,
 HF1171'GO 0.45 MILE, PASS THROUGH GATE, TURN RIGHT (E) ONTO ROUTE 96, GO
 HF1171'1.7 MILES TO MARK ON RIGHT (S) AT LANE.  MARK IS 2 FEET W OF
 HF1171'FENCE, 6 FEET S OF FENCE, 15 FEET E OF CENTER LINE OF LANE,
 HF1171'40 FEET S OF CENTER LINE OF ROUTE 96, AND PROJECTS 3 INCHES.
 HF1171'
 HF1171'TO REACH THE STATION FROM THE RAILROAD STATION IN LEON, GO
 HF1171'S FOR 0.5 MILE, TURN LEFT (E) ONTO ROUTE 96, GO 3.7 MILES,
 HF1171'TURN RIGHT (S) THROUGH GATE ONTO PRAIRIE ROAD, GO 0.3 MILE,
 HF1171'TAKE LEFT FORK, GO 0.15 MILE, TURN LEFT (E) ACROSS PRAIRIE,
 HF1171'GO 0.2 MILE TO FENCE LINE AND STATION.  MARK IS 10 FEET W
 HF1171'OF FENCE, AND PROJECTS 6 INCHES.
 HF1171'
 HF1171'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
 HF1171
 HF1171                          STATION RECOVERY (1940)
 HF1171
 HF1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1171'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 HF1171'CONDITION.  ALL MEASUREMENTS CHECK AS DESCRIBED.  DESCRIPTION
 HF1171'GOOD AND ADEQUATE.
 HF1171'
 HF1171'THERE IS A WHITE REFERENCE POST SET 10 FEET E OF THE STATION.
 HF1171
 HF1171                          STATION RECOVERY (1962)
 HF1171
 HF1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1171'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 HF1171'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 HF1171'CONDITION.  THE DIRECTION TO ALL MARKS WERE VERIFIED.  THE
 HF1171'DISTANCE TO REFERENCE MARK NO. 2 WAS VERIFIED.  THE DISTANCE
 HF1171'TO REFERENCE MARK NO. 1 MISSED THE 1935 MEASUREMENT BY .013
 HF1171'METERS.
 HF1171'
 HF1171'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HF1171'
 HF1171'THE STATION IS ABOUT 4 MILES SOUTHEAST OF LEON, 1/2 MILE SOUTH
 HF1171'OF STATE HIGHWAY 96, IN THE NORTHEAST QUARTER OF SECTION 34,
 HF1171'T 27 S, R 6 E, AND IN PASTURE LAND OWNED BY MR. F.L. DUNN.
 HF1171'
 HF1171'TO REACH THE STATION FROM THE POST OFFICE IN LEON, GO EAST ON A
 HF1171'BLACKTOP ROAD FOR 0.7 MILE TO STATE HIGHWAY 96.  TURN LEFT, EAST,
 HF1171'ON HIGHWAY 96 FOR 3.7 MILES TO A GATE ON THE RIGHT AND A
 HF1171'GATE AND CORRALS ON THE LEFT.  TURN RIGHT, PASS THROUGH THE
 HF1171'GATE AND GO SOUTHEAST ACROSS THE PASTURE FOR ABOUT 1/2 MILE
 HF1171'TO THE STATION.
 HF1171'
 HF1171'STATION MARK, A STANDARD DISK STAMPED LEON 1935, IS SET IN A
 HF1171'ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 438 FEET
 HF1171'NORTH OF A CORNER FENCE POST AND 27 FEET WEST OF A FENCE.  THE
 HF1171'UNDERGROUND MARK WAS NOT INSPECTED BY THIS PARTY.
 HF1171'
 HF1171'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LEON NO 1 1935,
 HF1171'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 HF1171'IT IS 290 FEET NORTH OF THE CORNER FENCE POST AND 18.5 FEET
 HF1171'WEST OF THE FENCE.
 HF1171'
 HF1171'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LEON NO 2 1935,
 HF1171'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 HF1171'IT IS 165 FEET WEST OF THE FENCE.
 HF1171'
 HF1171'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED LEON
 HF1171'AZI 1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HF1171'1 INCH.  IT IS 45 FEET SOUTH OF THE CENTER OF HIGHWAY 96,
 HF1171'19.5 FEET EAST OF THE CENTER OF A GRAVELED DRIVEWAY, 4 FEET SOUTH
 HF1171'OF A TELEPHONE POLE, 4 FEET SOUTHWEST OF A CORNER FENCE POST,
 HF1171'2.5 FEET WEST OF A FENCE AND 1.5 FEET WEST OF A METAL WITNESS
 HF1171'POST.
 HF1171'
 HF1171'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED IN THE TO REACH
 HF1171'THE STATION, GO EAST ON HIGHWAY 96 FOR 1.6 MILES TO A GRAVELED
 HF1171'DRIVEWAY AND A SIGN BILL TARRANT COW CREEK RANCH ON THE RIGHT AND
 HF1171'THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF INTERSECTION
 HF1171'OF THE GRAVELED DRIVEWAY AND HIGHWAY 96.
 HF1171'
 HF1171'REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE.
 HF1171
 HF1171                          STATION RECOVERY (1982)
 HF1171
 HF1171'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 HF1171'LEON 1935 RECOVERED IN GOOD CONDITION.
 HF1171'
 HF1171'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES S.E. OF
 HF1171'LEON, KS.
 HF1171
 HF1171                          STATION RECOVERY (1986)
 HF1171
 HF1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 HF1171'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HF1171'WERE ALL RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS OBSTRUCTED
 HF1171'AND IN A ROAD CONSTRUCTION AREA.  AN AZIMUTH MARK 2 WAS ESTABLISHED AT
 HF1171'THIS DATE.  THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS AGREED
 HF1171'WITH 1962 DATA.  UNDERGROUND MARK WAS NOT INSPECTED.  DUE TO CHANGES,
 HF1171'A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 6.8 KM (4.20
 HF1171'MI) SOUTHEAST FROM LEON, 0.8 KM (0.50 MI) SOUTH FROM STATE HIGHWAY 96
 HF1171'AND IN PASTURE LAND IN THE NE1/4, SEC36, T27S, R6E.  OWNERSHIP---BETH
 HF1171'L SMITH, 1112 STARKEY, AUGUSTA, KS 67010.  THE PROPERTY IS LEASED TO
 HF1171'ANTHONY WEBMAN, RURAL ROUTE, LEON, KS 67074.  TO REACH THE STATION
 HF1171'FROM THE POST OFFICE IN LEON, GO SOUTH ON MAIN STREET FOR 1.05 KM
 HF1171'(0.65 MI) TO STATE HIGHWAY 96.  TURN LEFT AND GO EAST ON THE HIGHWAY
 HF1171'FOR 5.23 KM (3.25 MI) TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND
 HF1171'GO SOUTH FOR 1.61 KM (1.00 MI) TO A GATE AT AN OLD CORRAL ON THE LEFT,
 HF1171'JUST AFTER PASSING A HOUSE ON THE RIGHT.  TURN LEFT, PASS THROUGH THE
 HF1171'GATE AND GO EAST-NORTHEAST ACROSS A PASTURE FOR 1.61 KM (1.00 MI) TO A
 HF1171'FENCE CORNER.  CONTINUE EAST, ALONG THE NORTH SIDE OF A FENCE FOR 0.48
 HF1171'KM (0.30 MI) TO A FENCE CORNER.  TURN LEFT AND GO NORTH ALONG THE WEST
 HF1171'SIDE OF A FENCE FOR 0.16 KM (0.10 MI) TO THE STATION.  THE STATION IS
 HF1171'A STANDARD CGS DISK STAMPED---LEON 1935---, SET INTO THE TOP OF A
 HF1171'ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 4
 HF1171'INCHES (10 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 133.5 METERS
 HF1171'(438.0 FT) NORTH FROM A FENCE CORNER, 8.53 METERS (27.99 FT)
 HF1171'WEST-NORTHWEST FROM A WITNESS POST, 8.23 METERS (27.00 FT) WEST FROM A
 HF1171'NORTH/SOUTH FENCE.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 HF1171'STAMPED---LEON NO 1 1935---, SET INTO THE TOP OF A ROUND CONCRETE
 HF1171'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM)
 HF1171'ABOVE THE GROUND.  THE STATION IS LOCATED 88.4 METERS (290.0 FT) NORTH
 HF1171'FROM THE FENCE CORNER, 5.64 METERS (18.50 FT) WEST FROM THE
 HF1171'NORTH/SOUTH FENCE, AND LEVEL WITH THE GROUND.  REFERENCE MARK NO 2 IS
 HF1171'A STANDARD CGS DISK STAMPED---LEON NO 2 1935---, SET INTO THE TOP OF A
 HF1171'ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 4
 HF1171'INCHES (10 CM) ABOVE THE GROUND. THE STATION IS LOCATED 50.29 METERS
 HF1171'(164.99 FT) WEST FROM THE NORTH-SOUTH FENCE, AND LEVEL WITH THE
 HF1171'STATION.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---LEON 1935
 HF1171'NO 2 1986---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 HF1171'(30 CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  THE
 HF1171'STATION IS LOCATED 30.45 METERS (99.90 FT) SOUTH FROM THE CENTERLINE
 HF1171'OF THE HIGHWAY, 8.38 METERS (27.49 FT) NORTHEAST FROM THE EAST END OF
 HF1171'A METAL GATE, 7.93 METERS (26.02 FT) EAST FROM THE CENTERLINE OF THE
 HF1171'PASTURE ENTRANCE, 0.62 METERS (2.03 FT) WEST FROM A WITNESS POST.  TO
 HF1171'REACH THE AZIMUTH MARK FROM THE POST OFFICE IN LEON, GO SOUTH ON MAIN
 HF1171'STREET FOR 1.05 KM (0.65 MI) TO STATE HIGHWAY 96.  TURN LEFT AND GO
 HF1171'EAST ON THE HIGHWAY FOR 7.56 KM (4.70 MI) TO THE MARK ON THE RIGHT, AT
 HF1171'A CATTLE LOADING CHUTE AND AN ENTRANCE INTO A PASTURE.
 HF1171
 HF1171                          STATION RECOVERY (1991)
 HF1171
 HF1171'RECOVERY NOTE BY US POWER SQUADRON 1991 (RC)
 HF1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1173 ***********************************************************************
 HF1173  DESIGNATION -  LEON MUNICIPAL TANK
 HF1173  PID         -  HF1173
 HF1173  STATE/COUNTY-  KS/BUTLER
 HF1173  USGS QUAD   -  LEON (1979)
 HF1173
 HF1173                         *CURRENT SURVEY CONTROL
 HF1173  ___________________________________________________________________
 HF1173* NAD 83(1997)-  37 41 14.38446(N)    096 46 57.30057(W)     ADJUSTED  
 HF1173* NAVD 88     -                                                        
 HF1173  ___________________________________________________________________
 HF1173  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 HF1173  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HF1173
 HF1173  HORZ ORDER  -  THIRD
 HF1173
 HF1173.The horizontal coordinates were established by classical geodetic methods
 HF1173.and adjusted by the National Geodetic Survey in October 1998..
 HF1173
 HF1173
 HF1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1173
 HF1173.The geoid height was determined by GEOID03.
 HF1173
 HF1173;                    North         East     Units Scale Factor Converg.
 HF1173;SPC KS S     -   514,672.767   551,466.065   MT  0.99994395   +1 03 19.4
 HF1173;UTM  14      - 4,173,438.105   695,519.365   MT  1.00007088   +1 21 21.8
 HF1173
 HF1173                          SUPERSEDED SURVEY CONTROL
 HF1173
 HF1173  NAD 83(1997)-  37 41 14.39116(N)    096 46 57.28589(W) AD(       ) 4
 HF1173  NAD 83(1986)-  37 41 14.39894(N)    096 46 57.29072(W) AD(       ) 4
 HF1173  NAD 27      -  37 41 14.32603(N)    096 46 56.18281(W) AD(       ) 3
 HF1173
 HF1173.Superseded values are not recommended for survey control.
 HF1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1173.See file dsdata.txt to determine how the superseded data were derived.
 HF1173
 HF1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9551973438(NAD 83)
 HF1173_MARKER: 51 = TANK
 HF1173
 HF1173  HISTORY     - Date     Condition        Report By
 HF1173  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1173  HISTORY     - 1940     GOOD             CGS
 HF1173  HISTORY     - 19860621 GOOD             NGS
 HF1173
 HF1173                          STATION DESCRIPTION
 HF1173
 HF1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1173'POINT OBSERVED UPON WAS THE FINIAL OF THE MUNICIPAL WATER
 HF1173'TANK LOCATED IN THE NORTHWEST PART OF THE TOWN OF LEON.  TANK
 HF1173'IS BLACK WITH SILVER TOP AND IS ABOUT 100 FEET HIGH.
 HF1173'
 HF1173'OBSERVATIONS WERE MADE FROM SONTAG, SEIBERT, LEON AND BOYER.
 HF1173
 HF1173                          STATION RECOVERY (1940)
 HF1173
 HF1173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1173'STATION IS THE BALL FINIAL ON A RAISED WATER TANK IN LEON, AND IS
 HF1173'OWNED BY THE CITY.  THE TANK IS 125 FEET HIGH, IS PAINTED
 HF1173'SILVER WITH THE NAME LEON LETTERED IN BLACK ON THE E AND W
 HF1173'SIDES.  IT IS LOCATED ON WEST CENTRAL AVENUE, IN THE SW CORNER OF
 HF1173'TOWN.
 HF1173
 HF1173                          STATION RECOVERY (1986)
 HF1173
 HF1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 HF1173'THE STATION, LEON MUNICIPAL WATER TANK, WAS RECOVERED IN GOOD
 HF1173'CONDITION, THE 1940 RECOVERY NOTE BEING ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1124 ***********************************************************************
 KF1124  DESIGNATION -  LEONARD
 KF1124  PID         -  KF1124
 KF1124  STATE/COUNTY-  KS/RILEY
 KF1124  USGS QUAD   -  BALA (1978)
 KF1124
 KF1124                         *CURRENT SURVEY CONTROL
 KF1124  ___________________________________________________________________
 KF1124* NAD 83(1997)-  39 21 52.20609(N)    096 53 37.91193(W)     ADJUSTED  
 KF1124* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 KF1124  ___________________________________________________________________
 KF1124  LAPLACE CORR-         -11.26  (seconds)                    DEFLEC99
 KF1124  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 KF1124
 KF1124  HORZ ORDER  -  SECOND
 KF1124
 KF1124.The horizontal coordinates were established by classical geodetic methods
 KF1124.and adjusted by the National Geodetic Survey in October 1998..
 KF1124
 KF1124.The orthometric height was scaled from a topographic map.
 KF1124
 KF1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1124
 KF1124.The geoid height was determined by GEOID03.
 KF1124
 KF1124;                    North         East     Units Scale Factor Converg.
 KF1124;SPC KS N     -   115,054.254   495,320.675   MT  0.99995882   +0 41 59.5
 KF1124;UTM  14      - 4,359,342.641   681,442.634   MT  1.00000536   +1 20 10.3
 KF1124
 KF1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1124!SPC KS N     -   0.99993747  x   0.99995882  =   0.99989629
 KF1124!UTM  14      -   0.99993747  x   1.00000536  =   0.99994283
 KF1124
 KF1124:                Primary Azimuth Mark                     Grid Az
 KF1124:SPC KS N     -  LEONARDVILLE MUNICIPAL TANK              086 14 32.4
 KF1124:UTM  14      -  LEONARDVILLE MUNICIPAL TANK              085 36 21.6
 KF1124
 KF1124|---------------------------------------------------------------------|
 KF1124| PID    Reference Object                     Distance      Geod. Az  |
 KF1124|                                                           dddmmss.s |
 KF1124| KF1122 LEONARDVILLE MUNICIPAL TANK         APPROX. 3.0 KM 0865631.9 |
 KF1124| AI0985 LEONARD AZ MK                                      0890011.8 |
 KF1124| CL7290 LEONARD RM 1                         24.570 METERS 09619     |
 KF1124| KF1128 GREEN MUNICIPAL STANDPIPE           APPROX.11.7 KM 3094716.2 |
 KF1124| CL7291 LEONARD RM 2                         28.573 METERS 34524     |
 KF1124|---------------------------------------------------------------------|
 KF1124
 KF1124                          SUPERSEDED SURVEY CONTROL
 KF1124
 KF1124  NAD 83(1997)-  39 21 52.21231(N)    096 53 37.91029(W) AD(       ) 2
 KF1124  NAD 83(1986)-  39 21 52.21286(N)    096 53 37.90993(W) AD(       ) 2
 KF1124  NAD 27      -  39 21 52.22600(N)    096 53 36.86500(W) AD(       ) 2
 KF1124
 KF1124.Superseded values are not recommended for survey control.
 KF1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1124.See file dsdata.txt to determine how the superseded data were derived.
 KF1124
 KF1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8144359343(NAD 83)
 KF1124_MARKER: DS = TRIANGULATION STATION DISK
 KF1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1124_STAMPING: LEONARD 1947
 KF1124_MARK LOGO: CGS   
 KF1124_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KF1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF1124+STABILITY: SURFACE MOTION
 KF1124
 KF1124  HISTORY     - Date     Condition        Report By
 KF1124  HISTORY     - 1947     MONUMENTED       CGS
 KF1124  HISTORY     - 1961     GOOD             CGS
 KF1124  HISTORY     - 1963     GOOD             CGS
 KF1124  HISTORY     - 1965     GOOD             CGS
 KF1124  HISTORY     - 19810615 GOOD             NGS
 KF1124
 KF1124                          STATION DESCRIPTION
 KF1124
 KF1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1124'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF LEONARDSVILLE
 KF1124'ALONG U.S. HIGHWAY 24.  IT IS 47 FEET SOUTH OF THE CENTER
 KF1124'OF THE HIGHWAY AND 7 FEET NORTH OF EAST-WEST FENCE LINE.
 KF1124'IT IS STAMPED LEONARD 1947 AND SET FLUSH WITH THE GROUND SURFACE.
 KF1124'
 KF1124'REFERENCE MARK NO 1 IS EAST OF THE STATION, 50 FEET SOUTH OF
 KF1124'THE CENTER OF THE HIGHWAY AND 1 FOOT NORTH OF THE FENCE LINE.
 KF1124'IT IS STAMPED LEONARD NO 1 1947 AND PROJECTS 4 INCHES.
 KF1124'
 KF1124'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 49 FEET NORTH
 KF1124'OF THE CENTER OF THE HIGHWAY AND 1 FOOT SOUTH OF EAST-WEST FENCE
 KF1124'LINE.  IT IS STAMPED LEONARD NO 2 1947 AND PROJECTS 6 INCHES.
 KF1124'
 KF1124'THE AZIMUTH MARK IS ABOUT 0.75 MILE EAST OF THE STATION,
 KF1124'50 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 24 AND 1 FOOT
 KF1124'SOUTH OF EAST-WEST FENCE LINE.  IT IS STAMPED LEONARD 1947
 KF1124'AND PROJECTS 6 INCHES.
 KF1124'
 KF1124'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 KF1124'AND U.S. HIGHWAY 24 IN LEONARDSVILLE, GO WEST ON HIGHWAY
 KF1124'24 FOR 1.2 MILES TO THE AZIMUTH MARK ON THE RIGHT IN FENCE
 KF1124'LINE AS DESCRIBED, CONTINUE WEST ON 24 FOR 0.75 MILE TO THE
 KF1124'STATION ON THE LEFT AS DESCRIBED.
 KF1124'
 KF1124'A 74 FOOT SIGNAL AT STATION WALSBURG IS VISIBLE AT 50 FEET.
 KF1124'
 KF1124'A 74 FOOT SIGNAL AT STATION HALA IS VISIBLE AT 50 FEET.
 KF1124'
 KF1124'A 47 FOOT SIGNAL AT STATION EBENEZER IS VISIBLE AT 50 FEET.
 KF1124'
 KF1124'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1124
 KF1124                          STATION RECOVERY (1961)
 KF1124
 KF1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KF1124'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KF1124'CONDITION.  THE AZIMUTH MARK IS DIRECTLY ACROSS U.S. HIGHWAY
 KF1124'24 FROM A FARM DRIVEWAY ON THE SOUTH SIDE OF THE HIGHWAY.
 KF1124
 KF1124                          STATION RECOVERY (1963)
 KF1124
 KF1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF1124'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF1124'FOUND IN GOOD CONDITION, EXCEPT THAT THE OLD WOODEN WITNESS
 KF1124'POSTS WERE GONE.  THE STATION MARK IS 1 FOOT EAST OF A NEW
 KF1124'STEEL WITNESS POST WITH SIGN AND THE AZIMUTH MARK IS 1 FOOT
 KF1124'WEST OF A NEW STEEL WITNESS POST WITH SIGN.
 KF1124
 KF1124                          STATION RECOVERY (1965)
 KF1124
 KF1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1124'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF1124'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A METAL WITNESS POST
 KF1124'AND SIGN IS 1.0 FOOT WEST OF THE MARK.  AZIMUTH MARK IS ACROSS THE
 KF1124'ROAD FROM DRIVEWAY TO A FARM YARD, 1.0 FOOT WEST OF A METAL
 KF1124'WITNESS POST AND SIGN.
 KF1124'
 KF1124'THE DESCRIPTION TO REACH THE STATION IS CORRECT.
 KF1124
 KF1124                          STATION RECOVERY (1981)
 KF1124
 KF1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KF1124'THE SURFACE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 KF1124'CONDITION.  REFERENCE MARK 1 WAS RECOVERED IN FAIR CONDITION, HAVING
 KF1124'BEEN STRUCK BY FARM EQUIPMENT.  REFERENCE MARK 2 HAS BEEN DESTROYED,
 KF1124'THEREFORE REFERENCE MARK 3 WAS ESTABLISHED.  THE DIRECTION TO
 KF1124'REFERENCE MARK 1 WAS 2 MINUTES, 27 SECONDS LARGER THAN 1947 DATA AND
 KF1124'THE DISTANCE WAS 0.02 METER (0.07 FT) SHORTER.  THE DIRECTION TO THE
 KF1124'RILEY MUNICIPAL TANK WAS 1.3 SECONDS SMALLER THAN THE INVESED
 KF1124'DIRECTION.  DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 KF1124'ABOUT 6 MILES (9.7 KM) NORTHWEST OF RILEY, 2 MILES (3.2 KM) WEST OF
 KF1124'LEONARDVILLE AND ON THE SOUTH RIGHT-OF-WAY OF U.S HIGHWAY 24.  TO
 KF1124'REACH THE STATION FROM THE POST OFFICE IN LEONARDVILLE, GO WEST ON U.S
 KF1124'HIGHWAY 24 FOR 1.1 MILES (1.8 KM) TO THE AZIMUTH MARK ON THE RIGHT.
 KF1124'OPPOSITE A HOUSE ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 0.75
 KF1124'MILE (1.21 KM) TO THE STATION ON THE LEFT.  SURFACE STATION MARK IS A
 KF1124'STANDARD DISK, STAMPED---LEONARD 1947---, SET IN THE TOP OF A SQUARE
 KF1124'CONCRETE POST THAT IS FLUSH.  IT IS 44.5 FT (13.6 M) SOUTHWEST OF A
 KF1124'POWERLINE POLE, 42.5 FT (13.0 M) SOUTH OF THE CENTERLINE OF THE
 KF1124'HIGHWAY AND 2.0 FT (0.6 M) WEST OF A WITNESS POST. THE UNDERGROUND
 KF1124'MARK WAS NOT INSPECTED.  REBAR WAS DRIVEN ALONG THE SURFACE MARK.
 KF1124'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---LEONARD NO 1 1947---,
 KF1124'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES AND
 KF1124'HAS THE CORNERS BROKEN AWAY.  IT IS 67 FT (20.4 M) WEST-SOUTHWEST OF
 KF1124'THE CENTER OF A FIELD ENTRANCE, 52 FT (15.8 M) SOUTH OF THE CENTERLINE
 KF1124'OF THE HIGHWAY AND 1.5 WEST-NORTHWEST OF THE WITNESS POST.  REFERENCE
 KF1124'MARK 2 IS A STANDARD DISK, STAMPED---LEONARD 1947 NO 3 1981---, SET IN
 KF1124'THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 44.5 FT (13.6
 KF1124'M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.5 FT (1.4 M) SOUTHWEST OF
 KF1124'A POWERLINE POLE, AND 1 FOOT (0.3 M) EAST OF A WITNESS POST.  THE
 KF1124'AZIMUTH MARK IS A STANDARD DISK, STAMPED---LEONARD 1947---, SET IN THE
 KF1124'TOP OF A SQUARE CONCRETE POST THA PROJECTS 3 INCHES.  IT IS 64.8 FT
 KF1124'(19.8 M) WEST OF A JUNCTION POWERLINE POLE, 49.5 FT (15.1 M) NORTH OF
 KF1124'THE CENTERLINE OF THE HIGHWAY, 1.2 FT (0.4 M) WEST OF A WITNESS POST
 KF1124'AND 1 FOOT (0.3 M) SOUTH OF A FENCE.  REBAR WAS DRIVEN ALONG SIDE THE
 KF1124'MARK.  REBAR WAS DRIVEN ALONGSIDE REFERENCE MARK 1 AND PLACED IN
 KF1124'REFERENCE MARK 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1122 ***********************************************************************
 KF1122  DESIGNATION -  LEONARDVILLE MUNICIPAL TANK
 KF1122  PID         -  KF1122
 KF1122  STATE/COUNTY-  KS/RILEY
 KF1122  USGS QUAD   -  RILEY (1978)
 KF1122
 KF1122                         *CURRENT SURVEY CONTROL
 KF1122  ___________________________________________________________________
 KF1122* NAD 83(1997)-  39 21 57.43843(N)    096 51 31.26554(W)     ADJUSTED  
 KF1122* NAVD 88     -                                                        
 KF1122  ___________________________________________________________________
 KF1122  LAPLACE CORR-         -10.93  (seconds)                    DEFLEC99
 KF1122  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 KF1122
 KF1122  HORZ ORDER  -  THIRD
 KF1122
 KF1122.The horizontal coordinates were established by classical geodetic methods
 KF1122.and adjusted by the National Geodetic Survey in October 1998..
 KF1122
 KF1122
 KF1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1122
 KF1122.The geoid height was determined by GEOID03.
 KF1122
 KF1122;                    North         East     Units Scale Factor Converg.
 KF1122;SPC KS N     -   115,253.217   498,350.063   MT  0.99995887   +0 43 19.7
 KF1122;UTM  14      - 4,359,575.251   684,469.787   MT  1.00001900   +1 21 30.8
 KF1122
 KF1122                          SUPERSEDED SURVEY CONTROL
 KF1122
 KF1122  NAD 83(1997)-  39 21 57.44428(N)    096 51 31.26494(W) AD(       ) 4
 KF1122  NAD 83(1986)-  39 21 57.44470(N)    096 51 31.26264(W) AD(       ) 4
 KF1122  NAD 27      -  39 21 57.45800(N)    096 51 30.22000(W) AD(       ) 3
 KF1122
 KF1122.Superseded values are not recommended for survey control.
 KF1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1122.See file dsdata.txt to determine how the superseded data were derived.
 KF1122
 KF1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8447059575(NAD 83)
 KF1122_MARKER: 53 = ELEVATED TANK
 KF1122
 KF1122  HISTORY     - Date     Condition        Report By
 KF1122  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1122  HISTORY     - 1965     GOOD             CGS
 KF1122  HISTORY     - 1980     GOOD             NGS
 KF1122  HISTORY     - 1981     GOOD             NGS
 KF1122
 KF1122                          STATION DESCRIPTION
 KF1122
 KF1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1122'LOCATED AT THE NORTH EDGE OF THE TOWN OF LEONARDVILLE, ABOUT
 KF1122'600 FEET NORTH OF U.S. HIGHWAY NO. 24 AND 75 FEET EAST OF THE
 KF1122'CENTER OF A GRAVEL ROAD.
 KF1122'
 KF1122'TANK IS ABOUT 125 FEET IN HEIGHT.  TANK PROPER HAS A BALL AND
 KF1122'LIGHT AT ITS APEX AND A CATWALK AT ITS BASE.  IT IS SUPPORTED
 KF1122'BY FOUR STEEL TRUSSWORK LEGS.  THE ENTIRE STRUCTURE IS PAINTED
 KF1122'SILVER.
 KF1122'
 KF1122'POINT OBSERVED WAS THE BALL AND LIGHT AT THE APEX.
 KF1122
 KF1122                          STATION RECOVERY (1965)
 KF1122
 KF1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1122'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED EXCEPT THE
 KF1122'ROOF OF THE TANK IS NOW PAINTED RED.
 KF1122
 KF1122                          STATION RECOVERY (1980)
 KF1122
 KF1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KF1122'THE STATION, LEONARDVILLE MUNICIPAL WATER TANK, WAS RECOVERED IN
 KF1122'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED EXCEPT THE TOP OF THE
 KF1122'TANK IS NOW PAINTED RED.
 KF1122
 KF1122                          STATION RECOVERY (1981)
 KF1122
 KF1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KF1122'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED, WITH THE EXCEPTION
 KF1122'THAT THE TOP OF THE TANK IS NOW PAINTED RED.  POSITION OF THE TANK
 KF1122'WAS VERIFIED BY INVERSED AZIMUTHS AT STATIONS FAIRVIEW AND LEONARD
 KF1122'AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0562 ***********************************************************************
 JH0562  DESIGNATION -  LEOTI
 JH0562  PID         -  JH0562
 JH0562  STATE/COUNTY-  KS/WICHITA
 JH0562  USGS QUAD   -  LEOTI (1970)
 JH0562
 JH0562                         *CURRENT SURVEY CONTROL
 JH0562  ___________________________________________________________________
 JH0562* NAD 83(1997)-  38 29 09.27410(N)    101 21 22.73127(W)     ADJUSTED  
 JH0562* NAVD 88     -      1005.     (meters)    3297.     (feet)  SCALED    
 JH0562  ___________________________________________________________________
 JH0562  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 JH0562  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 JH0562
 JH0562  HORZ ORDER  -  SECOND
 JH0562
 JH0562.The horizontal coordinates were established by classical geodetic methods
 JH0562.and adjusted by the National Geodetic Survey in October 1998..
 JH0562
 JH0562.The orthometric height was scaled from a topographic map.
 JH0562
 JH0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0562
 JH0562.The geoid height was determined by GEOID03.
 JH0562
 JH0562;                    North         East     Units Scale Factor Converg.
 JH0562;SPC KS S     -   605,731.082   150,829.986   MT  0.99998503   -1 45 19.0
 JH0562;UTM  14      - 4,262,360.703   294,481.194   MT  1.00012018   -1 28 00.8
 JH0562
 JH0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0562!SPC KS S     -   0.99984609  x   0.99998503  =   0.99983112
 JH0562!UTM  14      -   0.99984609  x   1.00012018  =   0.99996625
 JH0562
 JH0562|---------------------------------------------------------------------|
 JH0562| PID    Reference Object                     Distance      Geod. Az  |
 JH0562|                                                           dddmmss.s |
 JH0562| CM8964 LEOTI RM 1                            4.236 METERS 08737     |
 JH0562| CM8965 LEOTI RM 2                            5.753 METERS 18558     |
 JH0562| JH0560 LEOTI MUNICIPAL TANK                APPROX. 0.8 KM 2495602.5 |
 JH0562|---------------------------------------------------------------------|
 JH0562
 JH0562                          SUPERSEDED SURVEY CONTROL
 JH0562
 JH0562  NAD 83(1986)-  38 29 09.27462(N)    101 21 22.73024(W) AD(       ) 2
 JH0562  NAD 27      -  38 29 09.20787(N)    101 21 21.15451(W) AD(       ) 2
 JH0562
 JH0562.Superseded values are not recommended for survey control.
 JH0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0562.See file dsdata.txt to determine how the superseded data were derived.
 JH0562
 JH0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH9448162361(NAD 83)
 JH0562_MARKER: DD = SURVEY DISK
 JH0562_SETTING: 0 = UNSPECIFIED SETTING
 JH0562
 JH0562  HISTORY     - Date     Condition        Report By
 JH0562  HISTORY     - 1967     MONUMENTED       USGS
 JH0562
 JH0562                          STATION DESCRIPTION
 JH0562
 JH0562'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0562'THE STATION IS LOCATED IN LEOTI, KANSAS, T. 18 S., R. 37 W.,
 JH0562'NEAR THE CENTER OF THE S 1/2 OF SEC. 13.
 JH0562'
 JH0562'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS.
 JH0562'96 AND 25 IN LEOTI, GO N. ON STATE HWY. 25, 0.3 MI N. ACROSS
 JH0562'RR. TRACK, TURN RIGHT AND GO 0.1 MI E. TO COLLINGWOOD ELEVATOR
 JH0562'ON RIGHT AND STATION ON TOP OF HEAD HOUSE.
 JH0562'
 JH0562'STATION MARK IS ON TOP OF HEAD HOUSE OF COLLINGWOOD ELEVATOR,
 JH0562'8.45 FT S. OF N. EDGE AND 10.67 FT E. OF W. EDGE OF HEAD
 JH0562'HOUSE, STAMPED ET LEOTI 1967
 JH0562'
 JH0562'REFERENCE MARK NO. 1 IS ENE. OF STATION, 7.91 FT S. OF N. EDGE,
 JH0562'AND 5.91 OF W. OF E. EDGE OF HEAD HOUSE, STAMPED LEOTI NO.
 JH0562'1 1967.
 JH0562'
 JH0562'REFERENCE MARK NO. 2 IS SSW. OF STATION, 6.31 FT N. OF S. EDGE,
 JH0562'AND 8.62 FT E. OF W. EDGE OF HEAD HOUSE, STAMPED LEOTI NO. 2
 JH0562'1967.
 JH0562'
 JH0562'AZIMUTH MARK - LEOTI MWT, ABOUT 0.5 MI, LOCATED IN THE WESTERN
 JH0562'EDGE OF LEOTI, 66 FT S. AND 112 FT W. OF COR. OF W.I. STREET
 JH0562'AND N. GENESSEE STREET.
 JH0562'
 JH0562'STATION MARK AND REFERENCE MARK NO. 1 AND NO. 2 ARE STANDARD
 JH0562'TABLETS CEMENTED IN FLUSH WITH THE TOP OF THE HEAD HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0560 ***********************************************************************
 JH0560  DESIGNATION -  LEOTI MUNICIPAL TANK
 JH0560  PID         -  JH0560
 JH0560  STATE/COUNTY-  KS/WICHITA
 JH0560  USGS QUAD   -  LEOTI (1970)
 JH0560
 JH0560                         *CURRENT SURVEY CONTROL
 JH0560  ___________________________________________________________________
 JH0560* NAD 83(1997)-  38 28 59.96758(N)    101 21 55.14094(W)     ADJUSTED  
 JH0560* NAVD 88     -                                                        
 JH0560  ___________________________________________________________________
 JH0560  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JH0560  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 JH0560
 JH0560  HORZ ORDER  -  THIRD
 JH0560
 JH0560.The horizontal coordinates were established by classical geodetic methods
 JH0560.and adjusted by the National Geodetic Survey in October 1998..
 JH0560
 JH0560
 JH0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0560
 JH0560.The geoid height was determined by GEOID03.
 JH0560
 JH0560;                    North         East     Units Scale Factor Converg.
 JH0560;SPC KS S     -   605,468.354   150,036.068   MT  0.99998458   -1 45 38.9
 JH0560;UTM  14      - 4,262,093.945   293,688.499   MT  1.00012421   -1 28 20.7
 JH0560
 JH0560                          SUPERSEDED SURVEY CONTROL
 JH0560
 JH0560  NAD 83(1986)-  38 28 59.96796(N)    101 21 55.14015(W) AD(       ) 4
 JH0560  NAD 27      -  38 28 59.90185(N)    101 21 53.56256(W) AD(       ) 3
 JH0560
 JH0560.Superseded values are not recommended for survey control.
 JH0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0560.See file dsdata.txt to determine how the superseded data were derived.
 JH0560
 JH0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH9368862094(NAD 83)
 JH0560_MARKER: 51 = TANK
 JH0560
 JH0560  HISTORY     - Date     Condition        Report By
 JH0560  HISTORY     - 1967     FIRST OBSERVED   USGS
 JH0560
 JH0560                          STATION DESCRIPTION
 JH0560
 JH0560'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0738 ***********************************************************************
 KH0738  DESIGNATION -  LEOVILLE IMM CON CH N CROSS
 KH0738  PID         -  KH0738
 KH0738  STATE/COUNTY-  KS/DECATUR
 KH0738  USGS QUAD   -  DRESDEN SOUTH (1978)
 KH0738
 KH0738                         *CURRENT SURVEY CONTROL
 KH0738  ___________________________________________________________________
 KH0738* NAD 83(1997)-  39 34 53.87431(N)    100 27 39.60305(W)     ADJUSTED  
 KH0738* NAVD 88     -                                                        
 KH0738  ___________________________________________________________________
 KH0738  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 KH0738  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 KH0738
 KH0738  HORZ ORDER  -  THIRD
 KH0738
 KH0738.The horizontal coordinates were established by classical geodetic methods
 KH0738.and adjusted by the National Geodetic Survey in October 1998..
 KH0738
 KH0738
 KH0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0738
 KH0738.The geoid height was determined by GEOID03.
 KH0738
 KH0738;                    North         East     Units Scale Factor Converg.
 KH0738;SPC KS N     -   141,450.743   188,600.364   MT  0.99997349   -1 33 25.6
 KH0738;UTM  14      - 4,382,343.534   374,529.070   MT  0.99979382   -0 55 51.7
 KH0738
 KH0738                          SUPERSEDED SURVEY CONTROL
 KH0738
 KH0738  NAD 83(1997)-  39 34 53.87805(N)    100 27 39.60524(W) AD(       ) 4
 KH0738  NAD 83(1986)-  39 34 53.87844(N)    100 27 39.60544(W) AD(       ) 4
 KH0738  NAD 27      -  39 34 53.86600(N)    100 27 38.09800(W) AD(       ) 3
 KH0738
 KH0738.Superseded values are not recommended for survey control.
 KH0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0738.See file dsdata.txt to determine how the superseded data were derived.
 KH0738
 KH0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7452982344(NAD 83)
 KH0738_MARKER: 91 = CHURCH CROSS
 KH0738
 KH0738  HISTORY     - Date     Condition        Report By
 KH0738  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0738
 KH0738                          STATION DESCRIPTION
 KH0738
 KH0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0738'THE STATION IS LOCATED NEAR THE CENTER AND AT THE SOUTH EDGE
 KH0738'OF THE VILLAGE OF LEOVILLE, 65 FEET FROM THE CENTER OF A
 KH0738'NORTH-SOUTH STREET.
 KH0738'
 KH0738'THE CHURCH (IMMACULATE CONCEPTION CHURCH) IS A RED BRICK BUILDING
 KH0738'WITH TWO DOMES ON ITS EAST SIDE AND A CROSS PROJECTING FROM
 KH0738'EACH DOME.  ITS OVER ALL HEIGHT IS 80 FEET.
 KH0738'
 KH0738'THE TOP OF THE NORTH CROSS OF THE TWO WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0648 ***********************************************************************
 KH0648  DESIGNATION -  LEVANT
 KH0648  PID         -  KH0648
 KH0648  STATE/COUNTY-  KS/THOMAS
 KH0648  USGS QUAD   -  LEVANT (1967)
 KH0648
 KH0648                         *CURRENT SURVEY CONTROL
 KH0648  ___________________________________________________________________
 KH0648* NAD 83(1997)-  39 23 10.83731(N)    101 11 54.62616(W)     ADJUSTED  
 KH0648* NAVD 88     -       994.     (meters)    3261.     (feet)  SCALED    
 KH0648  ___________________________________________________________________
 KH0648  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 KH0648  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KH0648
 KH0648  HORZ ORDER  -  THIRD
 KH0648
 KH0648.The horizontal coordinates were established by classical geodetic methods
 KH0648.and adjusted by the National Geodetic Survey in October 1998..
 KH0648
 KH0648.The orthometric height was scaled from a topographic map.
 KH0648
 KH0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0648
 KH0648.The geoid height was determined by GEOID03.
 KH0648
 KH0648;                    North         East     Units Scale Factor Converg.
 KH0648;SPC KS N     -   121,762.791   124,506.336   MT  0.99995964   -2 01 25.5
 KH0648;UTM  14      - 4,361,956.688   310,657.876   MT  1.00004142   -1 23 43.7
 KH0648
 KH0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0648!SPC KS N     -   0.99984783  x   0.99995964  =   0.99980747
 KH0648!UTM  14      -   0.99984783  x   1.00004142  =   0.99988924
 KH0648
 KH0648|---------------------------------------------------------------------|
 KH0648| PID    Reference Object                     Distance      Geod. Az  |
 KH0648|                                                           dddmmss.s |
 KH0648| CP7601 LEVANT RM 1                          15.517 METERS 08036     |
 KH0648| CP7600 LEVANT AZ MK                                       2243753.0 |
 KH0648| CP7602 LEVANT RM 2                          17.512 METERS 26100     |
 KH0648|---------------------------------------------------------------------|
 KH0648
 KH0648                          SUPERSEDED SURVEY CONTROL
 KH0648
 KH0648  NAD 83(1986)-  39 23 10.83898(N)    101 11 54.62804(W) AD(       ) 3
 KH0648  NAD 27      -  39 23 10.82500(N)    101 11 53.06000(W) AD(       ) 3
 KH0648
 KH0648.Superseded values are not recommended for survey control.
 KH0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0648.See file dsdata.txt to determine how the superseded data were derived.
 KH0648
 KH0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ1065861957(NAD 83)
 KH0648_MARKER: DS = TRIANGULATION STATION DISK
 KH0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0648
 KH0648  HISTORY     - Date     Condition        Report By
 KH0648  HISTORY     - 1951     MONUMENTED       CGS
 KH0648  HISTORY     - 1965     GOOD             USGS
 KH0648
 KH0648                          STATION DESCRIPTION
 KH0648
 KH0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0648'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF LEVANT, ON THE
 KH0648'NORTH RIGHT-OF-WAY OF THE ROCK ISLAND RAILROAD.  IT IS 600
 KH0648'FEET WEST-NORTHWEST OF THE LEVANT, ROCK ISLAND DEPOT, 60 FEET
 KH0648'NORTHEAST OF MILEPOST NO. 396 AND 8 FEET SOUTH OF A BOARD
 KH0648'FENCE.  IT IS STAMPED LEVANT 1951 AND SET FLUSH.
 KH0648'
 KH0648'REFERENCE MARK NO. 1 IS 8 FEET SOUTH OF A BOARD FENCE.  IT IS
 KH0648'STAMPED LEVANT NO 1 1951 AND SET FLUSH.
 KH0648'
 KH0648'REFERENCE MARK NO. 2 IS 55 FEET NORTH-NORTHWEST OF MILEPOST NO.
 KH0648'396 AND 6 FEET SOUTH OF A BOARD FENCE.  IT IS STAMPED LEVANT
 KH0648'NO 2 1951 AND SET FLUSH.
 KH0648'
 KH0648'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 KH0648'ROAD, 4 FEET NORTHWEST OF TELEPHONE POLE NO. 334-3 AND SET IN A
 KH0648'NORTH-SOUTH FENCE LINE.  IT IS STAMPED LEVANT 1951 AND SET
 KH0648'FLUSH.
 KH0648'
 KH0648'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG
 KH0648'THE NORTH RIGHT-OF-WAY OF THE RAILROAD FOR 0.3 MILE TO A NORTH-SOUTH
 KH0648'ROAD, TURN LEFT AND GO SOUTH FOR 0.25 MILE TO THE AZIMUTH MARK
 KH0648'ON THE RIGHT AS DESCRIBED.
 KH0648
 KH0648                          STATION RECOVERY (1965)
 KH0648
 KH0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KH0648'STATION MARK, R.M. 1, AND R.M. 2 NOT FOUND.  THE AZIMUTH MARK
 KH0648'WAS RECOVERED IN GOOD CONDITION.
 KH0648'
 KH0648'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LOCATED AT
 KH0648'THE NW EDGE OF LEVANT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0650 ***********************************************************************
 KH0650  DESIGNATION -  LEVANT HBS GRAIN CO ELEVATOR
 KH0650  PID         -  KH0650
 KH0650  STATE/COUNTY-  KS/THOMAS
 KH0650  USGS QUAD   -  LEVANT (1967)
 KH0650
 KH0650                         *CURRENT SURVEY CONTROL
 KH0650  ___________________________________________________________________
 KH0650* NAD 83(1997)-  39 23 11.05006(N)    101 11 41.89874(W)     ADJUSTED  
 KH0650* NAVD 88     -                                                        
 KH0650  ___________________________________________________________________
 KH0650  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 KH0650  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 KH0650
 KH0650  HORZ ORDER  -  THIRD
 KH0650
 KH0650.The horizontal coordinates were established by classical geodetic methods
 KH0650.and adjusted by the National Geodetic Survey in October 1998..
 KH0650
 KH0650
 KH0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0650
 KH0650.The geoid height was determined by GEOID03.
 KH0650
 KH0650;                    North         East     Units Scale Factor Converg.
 KH0650;SPC KS N     -   121,758.598   124,810.951   MT  0.99995965   -2 01 17.4
 KH0650;UTM  14      - 4,361,955.836   310,962.543   MT  1.00004000   -1 23 35.6
 KH0650
 KH0650                          SUPERSEDED SURVEY CONTROL
 KH0650
 KH0650  NAD 83(1986)-  39 23 11.05131(N)    101 11 41.90069(W) AD(       ) 4
 KH0650  NAD 27      -  39 23 11.04500(N)    101 11 40.33100(W) AD(       ) 3
 KH0650
 KH0650.Superseded values are not recommended for survey control.
 KH0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0650.See file dsdata.txt to determine how the superseded data were derived.
 KH0650
 KH0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ1096361956(NAD 83)
 KH0650_MARKER: 65 = GRAIN ELEVATOR
 KH0650
 KH0650  HISTORY     - Date     Condition        Report By
 KH0650  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0650
 KH0650                          STATION DESCRIPTION
 KH0650
 KH0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0650'THE STATION IS A REINFORCED CONCRETE STRUCTURE CONSISTING OF
 KH0650'EIGHT CIRCULAR GRAIN STORAGE TANKS WITH CONNECTING WALLS BETWEEN.
 KH0650'THE TANK PROPER ARE 120 FEET HIGH WITH A SQUARE HEAD-HOUSE
 KH0650'ON THE WEST END OF THE STRUCTURE WHICH RISES 38 FEET ABOVE THE
 KH0650'TOP OF THE TANKS.  IT IS 96 FEET BY 50 FEET AT THE BASE AND
 KH0650'HAS AN OVER-ALL HEIGHT OF 158 FEET.
 KH0650'
 KH0650'IT IS LOCATED AT THE NORTHEAST EDGE OF LEVANT JUST SOUTH OF THE
 KH0650'ROCK ISLAND RAILROAD TRACKS.
 KH0650'
 KH0650'THE POINT OBSERVED UPON WAS THE CENTER OF THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0707 ***********************************************************************
 KG0707  DESIGNATION -  LEVINE
 KG0707  PID         -  KG0707
 KG0707  STATE/COUNTY-  KS/PHILLIPS
 KG0707  USGS QUAD   -  GRETNA (1973)
 KG0707
 KG0707                         *CURRENT SURVEY CONTROL
 KG0707  ___________________________________________________________________
 KG0707* NAD 83(1997)-  39 50 12.78163(N)    099 09 21.14104(W)     ADJUSTED  
 KG0707* NAVD 88     -       639.     (meters)    2096.     (feet)  SCALED    
 KG0707  ___________________________________________________________________
 KG0707  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 KG0707  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 KG0707
 KG0707  HORZ ORDER  -  SECOND
 KG0707
 KG0707.The horizontal coordinates were established by classical geodetic methods
 KG0707.and adjusted by the National Geodetic Survey in October 1998..
 KG0707
 KG0707.The orthometric height was scaled from a topographic map.
 KG0707
 KG0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0707
 KG0707.The geoid height was determined by GEOID03.
 KG0707
 KG0707;                    North         East     Units Scale Factor Converg.
 KG0707;SPC KS N     -   167,549.527   301,062.913   MT  1.00000913   -0 43 52.8
 KG0707;SPC NE       -       746.992   572,258.988   MT  1.00007765   +0 33 33.8
 KG0707;UTM  14      - 4,409,664.791   486,663.162   MT  0.99960219   -0 05 59.5
 KG0707
 KG0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0707!SPC KS N     -   0.99990372  x   1.00000913  =   0.99991285
 KG0707!SPC NE       -   0.99990372  x   1.00007765  =   0.99998136
 KG0707!UTM  14      -   0.99990372  x   0.99960219  =   0.99950595
 KG0707
 KG0707|---------------------------------------------------------------------|
 KG0707| PID    Reference Object                     Distance      Geod. Az  |
 KG0707|                                                           dddmmss.s |
 KG0707| CN9846 LEVINE RM 1                          19.615 METERS 04943     |
 KG0707| CN9845 LEVINE AZ MK                                       0562804.6 |
 KG0707| KG0703 ARGA MUNICIPAL TANK                 APPROX. 8.9 KM 1585410.6 |
 KG0707| KG0714 KIRWIN MUNICIPAL TANK               APPROX.18.3 KM 1732750.6 |
 KG0707| KG0730 PHILLIPSBURG MUN STANDPIPE          APPROX.17.2 KM 2384122.4 |
 KG0707| KG0729 PHILLIPSBURG K N NATL GAS TWR       APPROX.14.9 KM 2412041.5 |
 KG0707| KG0728 PHILLIPSBURG COOP REFIN E STK       APPROX.16.5 KM 2440301.1 |
 KG0707| CN9847 LEVINE RM 2                          18.801 METERS 31933     |
 KG0707|---------------------------------------------------------------------|
 KG0707
 KG0707                          SUPERSEDED SURVEY CONTROL
 KG0707
 KG0707  NAD 83(1997)-  39 50 12.78467(N)    099 09 21.14252(W) AD(       ) 2
 KG0707  NAD 83(1986)-  39 50 12.78733(N)    099 09 21.14238(W) AD(       ) 2
 KG0707  NAD 27      -  39 50 12.74600(N)    099 09 19.82500(W) AD(       ) 2
 KG0707
 KG0707.Superseded values are not recommended for survey control.
 KG0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0707.See file dsdata.txt to determine how the superseded data were derived.
 KG0707
 KG0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK8666309665(NAD 83)
 KG0707_MARKER: DS = TRIANGULATION STATION DISK
 KG0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0707
 KG0707  HISTORY     - Date     Condition        Report By
 KG0707  HISTORY     - 1950     MONUMENTED       CGS
 KG0707
 KG0707                          STATION DESCRIPTION
 KG0707
 KG0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0707'THE STATION IS LOCATED ABOUT 9.0 MILES EAST AND 5.75 MILES
 KG0707'NORTH OF PHILLIPSBURG AND ABOUT 5.75 MILES NORTH AND 2.0
 KG0707'MILES WEST OF AGRA ON THE TOP OF A HIGH HILL IN PASTURE
 KG0707'LAND OWNED BY MR. ARNOLD LEVINE OF KENSINGTON.  IT IS ABOUT
 KG0707'500.0 FEET NORTH OF A T FENCE CORNER AND 3.5 FEET WEST OF A
 KG0707'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED LEVINE
 KG0707'1950.
 KG0707'
 KG0707'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTHEAST SLOPE OF
 KG0707'THE HILL ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.
 KG0707'IT PROJECTS 4 INCHES AND IS STAMPED LEVINE NO 1 1950.
 KG0707'
 KG0707'REFERENCE MARK NO. 2 IS LOCATED ON THE WEST SLOPE OF THE HILL
 KG0707'ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE STATION.  IT
 KG0707'PROJECTS 8 INCHES AND IS STAMPED LEVINE NO 2 1950.
 KG0707'
 KG0707'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 KG0707'MARK NO. 2 IS 89.26 FEET.
 KG0707'
 KG0707'THE AZIMUTH MARK IS 18.0 FEET NORTH OF THE CENTER OF A TRACK
 KG0707'ROAD, 2.0 FEET WEST OF A WITNESS POST AND 1.0 FOOT SOUTH OF A
 KG0707'FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED LEVINE 1950.
 KG0707'
 KG0707'A SEARCH WAS MADE FOR THE OLD U.S.G.S. BLUE MOUND STATION AND
 KG0707'THE SURFACE MARK OF WHITE LIMESTONE 14 BY 16 BY 5 INCHES
 KG0707'MENTIONED IN THE U.S.G.S. DESCRIPTION WAS FOUND A FEW FEET
 KG0707'EAST-NORTHEAST OF PRESENT LOCATION OF STATION LEVINE.  THE
 KG0707'INVERTED BOTTLE 14 INCHES BELOW THE SURFACE OF THE GROUND
 KG0707'MENTIONED IN THE U.S.G.S. DESCRIPTION COULD NOT BE RECOVERED
 KG0707'AND IT IS ASSUMED THAT THE STATION HAS BEEN DESTROYED.
 KG0707'
 KG0707'TO REACH THE STATION FROM THE POST OFFICE IN AGRA, GO SOUTH ON
 KG0707'THE MAIN STREET FOR 0.4 MILE TO U.S. HIGHWAY NO. 36, HERE TURN
 KG0707'RIGHT ON U.S. HIGHWAY NO. 36 AND GO WEST FOR 0.2 MILE TO A
 KG0707'CROSSROAD JUST AFTER PASSING A CEMETERY IN THE NORTHEAST ANGLE.
 KG0707'HERE TURN RIGHT AND GO NORTH FOR 6.15 MILES TO AN OFFSET
 KG0707'CROSSROAD JUST BEFORE REACHING A SCHOOLHOUSE ON THE LEFT, TURN
 KG0707'LEFT AND GO WEST ON A GRADED ROAD FOR 1.0 MILE TO A CROSSROAD,
 KG0707'CONTINUE WEST ON A GRADED ROAD FOR 0.1 MILE TO THE TOP OF A
 KG0707'RISE AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KG0707'CONTINUE STRAIGHT AHEAD ON A GRADED ROAD FOR 0.15 MILE TO WIRE
 KG0707'GATE ON THE LEFT JUST BEFORE REACHING A GATE ACROSS THE
 KG0707'ROAD, HERE TURN LEFT THROUGH THE WIRE GATE AND FOLLOW A TRACK
 KG0707'ROAD SOUTHWESTERLY ACROSS A PASTURE FOR 0.2 MILE TO A FILL
 KG0707'AT THE EAST END OF A SMALL POND, CROSS THIS FILL AND FOLLOW A
 KG0707'DIM TRACK ROAD SOUTH-SOUTHWESTERLY ACROSS PASTURE FOR 0.3 MILE
 KG0707'TO THE HIGHEST POINT OF THE HILL AND THE STATION AS DESCRIBED.
 KG0707'
 KG0707'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0924 ***********************************************************************
 HG0924  DESIGNATION -  LEWIS MUNICIPAL TANK
 HG0924  PID         -  HG0924
 HG0924  STATE/COUNTY-  KS/EDWARDS
 HG0924  USGS QUAD   -  LEWIS (1984)
 HG0924
 HG0924                         *CURRENT SURVEY CONTROL
 HG0924  ___________________________________________________________________
 HG0924* NAD 83(1997)-  37 56 13.43215(N)    099 15 12.58691(W)     ADJUSTED  
 HG0924* NAVD 88     -                                                        
 HG0924  ___________________________________________________________________
 HG0924  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 HG0924  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 HG0924
 HG0924  HORZ ORDER  -  THIRD
 HG0924
 HG0924.The horizontal coordinates were established by classical geodetic methods
 HG0924.and adjusted by the National Geodetic Survey in October 1998..
 HG0924
 HG0924
 HG0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0924
 HG0924.The geoid height was determined by GEOID03.
 HG0924
 HG0924;                    North         East     Units Scale Factor Converg.
 HG0924;SPC KS S     -   541,262.509   333,767.002   MT  0.99993598   -0 27 47.0
 HG0924;UTM  14      - 4,198,862.527   477,724.672   MT  0.99960611   -0 09 21.1
 HG0924
 HG0924                          SUPERSEDED SURVEY CONTROL
 HG0924
 HG0924  NAD 83(1997)-  37 56 13.43987(N)    099 15 12.58634(W) AD(       ) 4
 HG0924  NAD 83(1986)-  37 56 13.43812(N)    099 15 12.58509(W) AD(       ) 4
 HG0924  NAD 27      -  37 56 13.38800(N)    099 15 11.18400(W) AD(       ) 3
 HG0924
 HG0924.Superseded values are not recommended for survey control.
 HG0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0924.See file dsdata.txt to determine how the superseded data were derived.
 HG0924
 HG0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7772598863(NAD 83)
 HG0924_MARKER: 51 = TANK
 HG0924
 HG0924  HISTORY     - Date     Condition        Report By
 HG0924  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0924  HISTORY     - 1934     GOOD             CGS
 HG0924
 HG0924                          STATION DESCRIPTION
 HG0924
 HG0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0924'POINT OBSERVED UPON IS FINIAL, MUNICIPAL STEEL WATER TANK, ABOUT
 HG0924'125 FEET HIGH.  LOCATED 1 BLOCK EAST OF SOUTH END OF MAIN
 HG0924'STREET.
 HG0924'
 HG0924'STATION WAS OBSERVED FROM TRIANGULATION STATIONS, LARNED, ERICKSON,
 HG0924'KELLER, KINSLEY AND DAHM.
 HG0924
 HG0924                          STATION RECOVERY (1934)
 HG0924
 HG0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCM)
 HG0924'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0102 ***********************************************************************
 HH0102  DESIGNATION -  LIBERAL
 HH0102  PID         -  HH0102
 HH0102  STATE/COUNTY-  KS/SEWARD
 HH0102  USGS QUAD   -  LIBERAL (1983)
 HH0102
 HH0102                         *CURRENT SURVEY CONTROL
 HH0102  ___________________________________________________________________
 HH0102* NAD 83(1986)-  37 02 30.     (N)    100 55 21.     (W)     SCALED    
 HH0102* NAVD 88     -       864.750  (meters)    2837.10   (feet)  ADJUSTED  
 HH0102  ___________________________________________________________________
 HH0102  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 HH0102  DYNAMIC HT  -         863.898 (meters)    2834.31  (feet)  COMP
 HH0102  MODELED GRAV-     979,617.2   (mgal)                       NAVD 88
 HH0102
 HH0102  VERT ORDER  -  FIRST     CLASS II
 HH0102
 HH0102.The horizontal coordinates were scaled from a topographic map and have
 HH0102.an estimated accuracy of +/- 6 seconds.
 HH0102
 HH0102.The orthometric height was determined by differential leveling
 HH0102.and adjusted by the National Geodetic Survey in June 1991..
 HH0102
 HH0102.The geoid height was determined by GEOID03.
 HH0102
 HH0102.The dynamic height is computed by dividing the NAVD 88
 HH0102.geopotential number by the normal gravity value computed on the
 HH0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0102.degrees latitude (g = 980.6199 gals.).
 HH0102
 HH0102.The modeled gravity was interpolated from observed gravity values.
 HH0102
 HH0102;                    North         East    Units  Estimated Accuracy
 HH0102;SPC KS S     -   444,420.      184,500.      MT  (+/- 180 meters Scaled)
 HH0102
 HH0102                          SUPERSEDED SURVEY CONTROL
 HH0102
 HH0102  NGVD 29 (??/??/92)  864.380  (m)         2835.89   (f) ADJ UNCH    1 2
 HH0102
 HH0102.Superseded values are not recommended for survey control.
 HH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0102.See file dsdata.txt to determine how the superseded data were derived.
 HH0102
 HH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG290012(NAD 83)
 HH0102_MARKER: DB = BENCH MARK DISK
 HH0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0102_SP_SET: SIDEWALK
 HH0102_STAMPING: LIBERAL
 HH0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0102
 HH0102  HISTORY     - Date     Condition        Report By
 HH0102  HISTORY     - UNK      MONUMENTED       CGS
 HH0102  HISTORY     - 1967     GOOD             USGS
 HH0102
 HH0102                          STATION DESCRIPTION
 HH0102
 HH0102'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HH0102'AT LIBERAL.
 HH0102'AT LIBERAL, SEWARD COUNTY, T. 34 S., R. 33 W., NEAR THE S. 1/16
 HH0102'COR. BETWEEN SECS. 32 AND 33, AT THE SW COR. OF THE INTERSECTION
 HH0102'OF N. KANSAS AVE. AND W. FOURTH ST., 27 FT. N. OF THE EAST OF
 HH0102'THE EAST OR MAIN ENTRANCE TO THE FIRST NATIONAL BANK BLDG.,
 HH0102'9.0 FT. NNE OF THE NE COR. OF THE BLDG., IN CONC. POST NOW
 HH0102'SET IN AND LEVEL WITH SIDEWALK, A USC AND GS DISK STAMPED LIBERAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1034 ***********************************************************************
 HH1034  DESIGNATION -  LIBERAL
 HH1034  PID         -  HH1034
 HH1034  STATE/COUNTY-  KS/SEWARD
 HH1034  USGS QUAD   -  LIBERAL (1983)
 HH1034
 HH1034                         *CURRENT SURVEY CONTROL
 HH1034  ___________________________________________________________________
 HH1034* NAD 83(1997)-  37 06 43.49110(N)    100 54 18.15288(W)     ADJUSTED  
 HH1034* NAVD 88     -       892.1    (meters)    2927.     (feet)  VERTCON   
 HH1034  ___________________________________________________________________
 HH1034  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HH1034  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 HH1034
 HH1034  HORZ ORDER  -  FIRST
 HH1034  VERT ORDER  -  THIRD ? (See Below)
 HH1034
 HH1034.The horizontal coordinates were established by classical geodetic methods
 HH1034.and adjusted by the National Geodetic Survey in October 1998..
 HH1034
 HH1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH1034.The vertical order pertains to the NGVD 29 superseded value.
 HH1034
 HH1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1034
 HH1034.The geoid height was determined by GEOID03.
 HH1034
 HH1034;                    North         East     Units Scale Factor Converg.
 HH1034;SPC KS S     -   452,191.919   186,254.220   MT  1.00003398   -1 28 40.7
 HH1034;SPC OK N     -   238,220.491   341,814.893   MT  1.00008129   -1 42 51.8
 HH1034;SPC OK N     -   781,561.73  1,121,437.69   sFT  1.00008129   -1 42 51.8
 HH1034;UTM  14      - 4,109,004.198   330,737.372   MT  0.99995294   -1 08 59.0
 HH1034
 HH1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1034!SPC KS S     -   0.99986420  x   1.00003398  =   0.99989818
 HH1034!SPC OK N     -   0.99986420  x   1.00008129  =   0.99994548
 HH1034!UTM  14      -   0.99986420  x   0.99995294  =   0.99981715
 HH1034
 HH1034|---------------------------------------------------------------------|
 HH1034| PID    Reference Object                     Distance      Geod. Az  |
 HH1034|                                                           dddmmss.s |
 HH1034| CK9268 LIBERAL RM 1                         29.214 METERS 03859     |
 HH1034| CK9269 LIBERAL RM 2                         57.173 METERS 16900     |
 HH1034| HH0957 LIBERAL NEW MUN TANK                APPROX. 8.5 KM 1871158.7 |
 HH1034| HH0959 LIBERAL LIGHTS GRAIN ELEV           APPROX. 8.8 KM 1920905.8 |
 HH1034| HH0966 LIBERAL MUNICIPAL WATER TANK        APPROX. 7.6 KM 1931538.7 |
 HH1034| HH0958 LIBERAL FIRST BAPTIST CH SPIRE      APPROX. 8.3 KM 1943133.6 |
 HH1034| HH0969 VORTAC LIBERAL MUN AIRPORT          APPROX. 9.5 KM 2180506.1 |
 HH1034| GK0800 TYRONE MUNICIPAL WATER TANK         APPROX.22.7 KM 2193324.3 |
 HH1034| CK9267 LIBERAL AZ MK 2                                    2714403.8 |
 HH1034| CK9266 LIBERAL AZ MK                                      2730602.7 |
 HH1034| HH0963 LIBERAL ATT MICROWAVE               355.535 METERS 28308     |
 HH1034|---------------------------------------------------------------------|
 HH1034
 HH1034                          SUPERSEDED SURVEY CONTROL
 HH1034
 HH1034  NAD 83(1997)-  37 06 43.50139(N)    100 54 18.15439(W) AD(       ) 1
 HH1034  NAD 83(1986)-  37 06 43.50072(N)    100 54 18.15202(W) AD(       ) 1
 HH1034  NAD 27      -  37 06 43.41172(N)    100 54 16.55534(W) AD(       ) 1
 HH1034  NGVD 29 (07/19/86)  891.8    (m)         2926.     (f) LEVELING    3  
 HH1034
 HH1034.Superseded values are not recommended for survey control.
 HH1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1034.See file dsdata.txt to determine how the superseded data were derived.
 HH1034
 HH1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG3073709004(NAD 83)
 HH1034_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HH1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH1034
 HH1034  HISTORY     - Date     Condition        Report By
 HH1034  HISTORY     - 1933     MONUMENTED       CGS
 HH1034  HISTORY     - 1959     GOOD             CGS
 HH1034  HISTORY     - 1965     GOOD             CGS
 HH1034  HISTORY     - 1967     SEE DESCRIPTION  USGS
 HH1034  HISTORY     - 1968     GOOD             CGS
 HH1034  HISTORY     - 1970     GOOD             NGS
 HH1034  HISTORY     - 1972     GOOD             NGS
 HH1034
 HH1034                          STATION DESCRIPTION
 HH1034
 HH1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 HH1034'THE STATION IS LOCATED ABOUT 5 MILES NORTH AND ONE MILE EAST
 HH1034'OF LIBERAL ON A PROMINENT SAND HILL NEAR THE NORTHEAST CORNER
 HH1034'OF SEC. 9, T. 34 S., R. 33 W.  THE STATION IS ON LAND OWNED
 HH1034'BY MRS. BERTHA SEWELL OF GARRISON, MISSOURI.
 HH1034'
 HH1034'THE STATION MARK PROJECTS 4 INCHES AND IS 77 FEET SOUTH OF AN
 HH1034'EAST-WEST FENCE ON THE SOUTH SIDE OF AN EAST-WEST ROAD, 223
 HH1034'FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A VACANT HOUSE
 HH1034'AND 273 FEET NORTHWEST OF A FENCE CORNER WHICH IS ABOUT 30
 HH1034'YARDS EAST-NORTHEAST OF THE VACANT HOUSE.
 HH1034'
 HH1034'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND IS IN THE
 HH1034'EAST-AND-WEST FENCE NORTH OF THE STATION AND IS 29 FEET SOUTH
 HH1034'OF THE CENTERLINE OF THE EAST-AND-WEST ROAD.
 HH1034'
 HH1034'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND IS IN THE
 HH1034'EAST-AND-WEST FENCE ON THE NORTH SIDE OF THE VACANT HOUSE.  IT
 HH1034'IS 35 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE AND 45
 HH1034'FEET NORTHEAST OF NORTHWEST CORNER.
 HH1034'
 HH1034'THE AZIMUTH MARK IS FLUSH WITH THE GROUND AND IS ON THE NORTH
 HH1034'SIDE OF THE SAME EAST-AND-WEST ROAD WHICH PASSES THE STATION.
 HH1034'IT IS 0.4 MILE WEST OF THE STATION, 0.6 MILE EAST OF U.S.
 HH1034'HIGHWAY 83 AND NEAR A FENCE CORNER WHICH IS NORTHEAST OF THE
 HH1034'INTERSECTION OF A NORTH-AND-SOUTH TRAIL AND THE EAST-AND-WEST
 HH1034'ROAD.
 HH1034'
 HH1034'A 50-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 HH1034'
 HH1034'TO REACH THE STATION FROM LIBERAL GO NORTH ON U.S. HIGHWAY 83
 HH1034'FOR 5.0 MILES TO A CROSSROADS.  LIBERTY SCHOOL IS IN THE
 HH1034'SOUTHWEST CORNER OF THE CROSSROADS.  GO EAST FROM THIS POINT
 HH1034'ON DIRT ROAD 0.8 MILE TO A TRAIL TO THE SOUTH NEAR A LARGE
 HH1034'HOUSE ON THE NORTH SIDE OF THE ROAD.  GO SOUTH ON THIS TRAIL
 HH1034'ABOUT 30 YARDS AND THEN GO EAST 0.1 MILE TO TOP OF HILL AND
 HH1034'STATION.
 HH1034'
 HH1034'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HH1034'DESCRIBED.
 HH1034
 HH1034                          STATION RECOVERY (1959)
 HH1034
 HH1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 HH1034'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 HH1034'CONDITION AS DESCRIBED IN 1933.  THE AZIMUTH MARK WAS SEARCHED
 HH1034'FOR BUT WAS NOT FOUND.
 HH1034
 HH1034                          STATION RECOVERY (1965)
 HH1034
 HH1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DVS)
 HH1034'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 HH1034'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT FOUND AS IN
 HH1034'1959.
 HH1034
 HH1034                          STATION RECOVERY (1967)
 HH1034
 HH1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HH1034'STATION RECOVERED.
 HH1034'
 HH1034'LIBERAL, SEWARD COUNTY, 5.0 MI. N. AND 1.0 MI. E. OF, T. 34S.,
 HH1034'R. 33W., NEAR THE NE CORNER OF SECTION 9, ON TOP OF A PROMINENT
 HH1034'SAND HILL, 108 FT. S. OF AN E.-W SANDY ROAD., 235 FT. W. OF
 HH1034'A N.-S. SANDY ROAD, 223 FT. NNW OF THE NE CORNER OF FOUNDATION
 HH1034'TO HOUSE RUINS, 1.0 FT. E. OF A WITNESS POST, IN CONCRETE POST
 HH1034'PROJECTING 0.3 FT.  A USC AND GS DISK STAMPED LIBERAL
 HH1034'
 HH1034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--LIBERAL, 5.0
 HH1034'MI. N AND 1.0 MI E
 HH1034
 HH1034                          STATION RECOVERY (1968)
 HH1034
 HH1034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HH1034'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 HH1034'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 HH1034'WAS FOUND DISPLACED AND THIS MARK WAS RESET.
 HH1034'
 HH1034'FOLLOWING IS A NEW DESCRIPTION.
 HH1034'
 HH1034'TO REACH THE STATION FROM THE LIBERAL MEMORIAL LIBRARY IN
 HH1034'LIBERAL, GO NORTH ON U.S. HIGHWAY 83 FOR 4.85 MILES TO A
 HH1034'CROSSROAD AND THE LIBERTY GARDEN CEMETERY IN THE SOUTHEAST
 HH1034'ANGLE.  TURN RIGHT AND GO EAST ON A SURFACED ROAD FOR 0.55
 HH1034'MILE TO A 1/2 SECTION LINE FENCE AND THE AZIMUTH MARK ON
 HH1034'THE RIGHT.  CONTINUE EAST ON THE SURFACED ROAD FOR 0.3 MILE TO
 HH1034'A HOUSE ON THE LEFT AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT
 HH1034'AND THEN SHARP LEFT AND GO EAST THROUGH PASTURE FOR 0.15 MILE
 HH1034'TO THE TOP OF HILL AND THE STATION.
 HH1034'
 HH1034'STATION MARK, A STANDARD DISK STAMPED LIBERAL 1933, IS SET IN
 HH1034'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 HH1034'IS 223 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF AN OLD
 HH1034'CONCRETE FOUNDATION, 107 FEET SOUTH OF THE CENTER OF THE
 HH1034'EAST-WEST ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 HH1034'UNDERGROUND MARK WAS NOT INSPECTED.
 HH1034'
 HH1034'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LIBERAL NO 1
 HH1034'1933, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 HH1034'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 32 FEET SOUTH OF
 HH1034'THE CENTER OF THE EAST-WEST ROAD, 22.5 FEET WEST OF A POWERLINE
 HH1034'POLE, AND 5 FEET SOUTH OF THE SOUTH EDGE OF BANK.
 HH1034'
 HH1034'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LIBERAL NO 2
 HH1034'1933, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 HH1034'2 INCHES.  IT IS 45 FEET NORTHEAST OF THE NORTHWEST CORNER
 HH1034'OF THE OLD FOUNDATION, AND 35 FEET NORTH OF THE NORTHEAST
 HH1034'CORNER OF THE OLD FOUNDATION.
 HH1034'
 HH1034'AZIMUTH MARK, A STANDARD DISK STAMPED LIBERAL 1933 AZIMUTH 1968,
 HH1034'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 HH1034'INCHES.  IT IS 44 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 HH1034'ROAD, 12 FEET SOUTH OF A CORNER FENCE POST, 1 FOOT EAST OF A
 HH1034'FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 HH1034'
 HH1034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5
 HH1034'MILES NORTH OF LIBERAL
 HH1034
 HH1034                          STATION RECOVERY (1970)
 HH1034
 HH1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH1034'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO CREST OF RIDGE ON
 HH1034'LINE.
 HH1034'
 HH1034'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HH1034'RECOVERED AND FOUND IN GOOD CONDTION. A DIFFERENCE WAS NOTED IN THE
 HH1034'DISTANCE TO BOTH REFERENCE MARKS.  THE STATION WAS USED FOR CHECK
 HH1034'ANGLE PURPOSES ONLY.  DUE TO ROUTE CHANGES, FOLLOWING IS A NEW AND
 HH1034'COMPLETE DESCRIPTION.
 HH1034'
 HH1034'THE STATION IS LOCATED ABOUT 5.0 MILES NORTH AND 1.0 MILE EAST OF
 HH1034'LIBERAL, ON A PROMINENT SANDY HILL WHICH IS NEAR THE NORTHEAST
 HH1034'CORNER OF SECTION 9, T 34 S, R 33 W AND IS ON PROPRTY OWNED BY MR.
 HH1034'FRIZGERALD WHO LIVES ABOUT 1/2 MILE WEST OF THE STATION ON THE WEST
 HH1034'SIDE OF THE HIGHWAY.
 HH1034'
 HH1034'TO REACH FROM THE INTERSECTIONS OF U.S. HIGHWAYS 54, 83 AND 270 IN
 HH1034'LIBERAL, GO NORTH ON U.S. HIGHWAYS 83 AND 270 FOR 2.5 MILES TO A
 HH1034'CROSSROAD AND BM 1 (USGS) ON THE LEFT IN THE SOUTHWEST ANGLE OF THE
 HH1034'INTERSECTION.  CONTINUE NORTH ON THE HIGHWAY FOR 2.7 MILES TO
 HH1034'CROSSROAD WHICH IS JUST NORTH OF A CEMETERY ON THE RIGHT.  TURN
 HH1034'RIGHT AND GO EAST ON A BLADED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK
 HH1034'ON THE LEFT.  CONTINUE EAST ON THE ROAD FOR 0.4 MILE TO A WIRE GATE
 HH1034'ON THE RIGHT.  PASS THROUGH THE GATE THEN BEAR LEFT AND GO
 HH1034'EASTERLY CROSS COUNTRY FOR 0.05 MILE TO THE TOP OF A SAND HILL
 HH1034'AND THE STATION.
 HH1034'
 HH1034'STATION MARK IS A STANDARD DISK, STAMPED LIBERAL 1933, SET IN THE
 HH1034'TOP OF A 13-INCH SQUARE CONCRETE MONUMENT.  IT IS 82 PACES
 HH1034'WEST-SOUTHWEST OF AN INTERSECTION OF BLADED ROADS, 125 FEET SOUTH
 HH1034'OF THE CENTER OF A BLADED ROAD AND 1.1 FEET EAST OF A METAL WITNESS
 HH1034'POST.
 HH1034'
 HH1034'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LIBERAL 1933 NO. 1, SET
 HH1034'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 HH1034'THE GROUND SURFACE.  IT IS 97.1 FEET NORTHEAST OF THE WITNESS POST
 HH1034'AND 30.0 FEET SOUTH OF THE CENTER OF THE ROAD.
 HH1034'
 HH1034'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LIBERAL 1933 NO. 2,
 HH1034'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HH1034'ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT IS 187.6 FEET SOUTH OF
 HH1034'THE WITNESS POST, 46 FEET NORTH OF THE NORTHWEST CORNER OF AN OLD
 HH1034'CONCRETE FOUNDATION AND ON THE SOUTH SLOPE OF THE HILL.
 HH1034'
 HH1034'AZIMUTH MARK IS A REFERENCE DISK, STAMPED LIBERAL 1968 1933 AZIMUTH,
 HH1034'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 HH1034'FLUSH WITH THE GROUND SURFACE.  IT IS 45.0 FEET SOUTH OF THE CENTER
 HH1034'OF A ROAD.  12.0 FEET SOUTHEAST OF A NORTHEAST CORNER POST, 17
 HH1034'INCHES EAST OF A FENCE AND 15 INCHES SOUTH OF A METAL WITNESS POST.
 HH1034'
 HH1034'BM 1 (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 HH1034'1 1967 PJH, SET IN THE TOP OF A 7-INCH SQUARE CONCRETE MONUMENT
 HH1034'WHICH PROJECTS ABOUT 9 INCHES ABOVE THE GROUND SURFACE.  IT IS 61.0
 HH1034'FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
 HH1034'83, 41.0 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 29.5 FEET NORTH
 HH1034'OF THE NORTH END OF A CABLE FENCE AND 14 INCHES EAST OF A METAL
 HH1034'WITNESS POST.
 HH1034'
 HH1034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES NNE OF
 HH1034'LIBERAL.
 HH1034'
 HH1034'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 HH1034
 HH1034                          STATION RECOVERY (1972)
 HH1034
 HH1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JSA)
 HH1034'THE OLD DESCRIPTION IS ADEQUATE.
 HH1034'
 HH1034'HEIGHT OF INSTRUMENT 4.39 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0963 ***********************************************************************
 HH0963  DESIGNATION -  LIBERAL ATT MICROWAVE
 HH0963  PID         -  HH0963
 HH0963  STATE/COUNTY-  KS/SEWARD
 HH0963  USGS QUAD   -  LIBERAL (1983)
 HH0963
 HH0963                         *CURRENT SURVEY CONTROL
 HH0963  ___________________________________________________________________
 HH0963* NAD 83(1997)-  37 06 46.11074(N)    100 54 32.17700(W)     ADJUSTED  
 HH0963* NAVD 88     -                                                        
 HH0963  ___________________________________________________________________
 HH0963  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HH0963  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 HH0963
 HH0963  HORZ ORDER  -  THIRD
 HH0963
 HH0963.The horizontal coordinates were established by classical geodetic methods
 HH0963.and adjusted by the National Geodetic Survey in October 1998..
 HH0963
 HH0963
 HH0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0963
 HH0963.The geoid height was determined by GEOID03.
 HH0963
 HH0963;                    North         East     Units Scale Factor Converg.
 HH0963;SPC KS S     -   452,281.591   185,910.166   MT  1.00003381   -1 28 49.3
 HH0963;SPC OK N     -   238,311.585   341,471.196   MT  1.00008150   -1 43 00.1
 HH0963;SPC OK N     -   781,860.59  1,120,310.08   sFT  1.00008150   -1 43 00.1
 HH0963;UTM  14      - 4,109,091.890   330,392.838   MT  0.99995438   -1 09 07.6
 HH0963
 HH0963                          SUPERSEDED SURVEY CONTROL
 HH0963
 HH0963  NAD 83(1997)-  37 06 46.12095(N)    100 54 32.17775(W) AD(       ) 4
 HH0963  NAD 83(1986)-  37 06 46.11979(N)    100 54 32.17471(W) AD(       ) 4
 HH0963  NAD 27      -  37 06 46.03199(N)    100 54 30.58293(W) AD(       ) 3
 HH0963
 HH0963.Superseded values are not recommended for survey control.
 HH0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0963.See file dsdata.txt to determine how the superseded data were derived.
 HH0963
 HH0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG3039309092(NAD 83)
 HH0963_MARKER: 45 = MICROWAVE TOWER
 HH0963
 HH0963  HISTORY     - Date     Condition        Report By
 HH0963  HISTORY     - 1968     FIRST OBSERVED   CGS
 HH0963
 HH0963                          STATION DESCRIPTION
 HH0963
 HH0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HH0963'LOCATED ABOUT 4.85 MILES NORTH AND 0.8 MILE EAST OF LIBERAL,
 HH0963'ON THE NORTH SIDE OF A GRAVELED ROAD.  IT IS A FOUR-LEGGED
 HH0963'STEEL STRUCTURE, PAINTED RED AND WHITE, TWO LARGE REFLECTORS
 HH0963'AND A LIGHT AT TOP OF TOWER AND HAS AN OVERALL HEIGHT OF
 HH0963'260 FEET.
 HH0963'
 HH0963'STATION IS THE TOP CENTER OF THE TOWER.  STATION WAS INTERSECTED
 HH0963'FROM TRIANGULATION STATIONS LIBERAL, SEWARD, AND LUSK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0960 ***********************************************************************
 HH0960  DESIGNATION -  LIBERAL CRI PRR WATER TANK
 HH0960  PID         -  HH0960
 HH0960  STATE/COUNTY-  KS/SEWARD
 HH0960  USGS QUAD   -  LIBERAL (1983)
 HH0960
 HH0960                         *CURRENT SURVEY CONTROL
 HH0960  ___________________________________________________________________
 HH0960* NAD 83(1997)-  37 02 19.85332(N)    100 55 12.15234(W)     ADJUSTED  
 HH0960* NAVD 88     -                                                        
 HH0960  ___________________________________________________________________
 HH0960  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HH0960  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 HH0960
 HH0960  HORZ ORDER  -  THIRD
 HH0960
 HH0960.The horizontal coordinates were established by classical geodetic methods
 HH0960.and adjusted by the National Geodetic Survey in October 1998..
 HH0960
 HH0960
 HH0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0960
 HH0960.The geoid height was determined by GEOID03.
 HH0960
 HH0960;                    North         East     Units Scale Factor Converg.
 HH0960;SPC KS S     -   444,101.503   184,710.482   MT  1.00005259   -1 29 13.9
 HH0960;SPC OK N     -   230,136.284   340,237.764   MT  1.00006100   -1 43 23.7
 HH0960;SPC OK N     -   755,038.79  1,116,263.40   sFT  1.00006100   -1 43 23.7
 HH0960;UTM  14      - 4,100,905.749   329,240.287   MT  0.99995922   -1 09 24.6
 HH0960
 HH0960                          SUPERSEDED SURVEY CONTROL
 HH0960
 HH0960  NAD 83(1997)-  37 02 19.86306(N)    100 55 12.15495(W) AD(       ) 4
 HH0960  NAD 83(1986)-  37 02 19.86231(N)    100 55 12.15114(W) AD(       ) 4
 HH0960  NAD 27      -  37 02 19.77324(N)    100 55 10.55393(W) AD(       ) 3
 HH0960
 HH0960.Superseded values are not recommended for survey control.
 HH0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0960.See file dsdata.txt to determine how the superseded data were derived.
 HH0960
 HH0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2924000906(NAD 83)
 HH0960_MARKER: 51 = TANK
 HH0960
 HH0960  HISTORY     - Date     Condition        Report By
 HH0960  HISTORY     - 1933     FIRST OBSERVED   CGS
 HH0960
 HH0960                          STATION DESCRIPTION
 HH0960
 HH0960'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0958 ***********************************************************************
 HH0958  DESIGNATION -  LIBERAL FIRST BAPTIST CH SPIRE
 HH0958  PID         -  HH0958
 HH0958  STATE/COUNTY-  KS/SEWARD
 HH0958  USGS QUAD   -  LIBERAL (1983)
 HH0958
 HH0958                         *CURRENT SURVEY CONTROL
 HH0958  ___________________________________________________________________
 HH0958* NAD 83(1997)-  37 02 22.27523(N)    100 55 42.57861(W)     ADJUSTED  
 HH0958* NAVD 88     -                                                        
 HH0958  ___________________________________________________________________
 HH0958  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HH0958  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 HH0958
 HH0958  HORZ ORDER  -  THIRD
 HH0958
 HH0958.The horizontal coordinates were established by classical geodetic methods
 HH0958.and adjusted by the National Geodetic Survey in October 1998..
 HH0958
 HH0958
 HH0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0958
 HH0958.The geoid height was determined by GEOID03.
 HH0958
 HH0958;                    North         East     Units Scale Factor Converg.
 HH0958;SPC KS S     -   444,195.693   183,960.720   MT  1.00005241   -1 29 32.6
 HH0958;SPC OK N     -   230,233.562   339,488.390   MT  1.00006118   -1 43 41.7
 HH0958;SPC OK N     -   755,357.94  1,113,804.83   sFT  1.00006118   -1 43 41.7
 HH0958;UTM  14      - 4,100,995.605   328,490.064   MT  0.99996238   -1 09 43.0
 HH0958
 HH0958                          SUPERSEDED SURVEY CONTROL
 HH0958
 HH0958  NAD 83(1997)-  37 02 22.28600(N)    100 55 42.58140(W) AD(       ) 4
 HH0958  NAD 83(1986)-  37 02 22.28502(N)    100 55 42.57756(W) AD(       ) 4
 HH0958  NAD 27      -  37 02 22.19093(N)    100 55 40.98016(W) AD(       ) 3
 HH0958
 HH0958.Superseded values are not recommended for survey control.
 HH0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0958.See file dsdata.txt to determine how the superseded data were derived.
 HH0958
 HH0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2849000996(NAD 83)
 HH0958_MARKER: 90 = CHURCH SPIRE
 HH0958
 HH0958  HISTORY     - Date     Condition        Report By
 HH0958  HISTORY     - 1933     FIRST OBSERVED   CGS
 HH0958
 HH0958                          STATION DESCRIPTION
 HH0958
 HH0958'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0959 ***********************************************************************
 HH0959  DESIGNATION -  LIBERAL LIGHTS GRAIN ELEV
 HH0959  PID         -  HH0959
 HH0959  STATE/COUNTY-  KS/SEWARD
 HH0959  USGS QUAD   -  LIBERAL (1983)
 HH0959
 HH0959                         *CURRENT SURVEY CONTROL
 HH0959  ___________________________________________________________________
 HH0959* NAD 83(1997)-  37 02 05.21876(N)    100 55 32.89116(W)     ADJUSTED  
 HH0959* NAVD 88     -                                                        
 HH0959  ___________________________________________________________________
 HH0959  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HH0959  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 HH0959
 HH0959  HORZ ORDER  -  THIRD
 HH0959
 HH0959.The horizontal coordinates were established by classical geodetic methods
 HH0959.and adjusted by the National Geodetic Survey in October 1998..
 HH0959
 HH0959
 HH0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0959
 HH0959.The geoid height was determined by GEOID03.
 HH0959
 HH0959;                    North         East     Units Scale Factor Converg.
 HH0959;SPC KS S     -   443,663.806   184,186.374   MT  1.00005366   -1 29 26.6
 HH0959;SPC OK N     -   229,700.746   339,711.854   MT  1.00005992   -1 43 36.0
 HH0959;SPC OK N     -   753,609.86  1,114,537.97   sFT  1.00005992   -1 43 36.0
 HH0959;UTM  14      - 4,100,465.077   328,718.761   MT  0.99996141   -1 09 36.7
 HH0959
 HH0959                          SUPERSEDED SURVEY CONTROL
 HH0959
 HH0959  NAD 83(1997)-  37 02 05.23204(N)    100 55 32.89503(W) AD(       ) 4
 HH0959  NAD 83(1986)-  37 02 05.23119(N)    100 55 32.89110(W) AD(       ) 4
 HH0959  NAD 27      -  37 02 05.15293(N)    100 55 31.30110(W) AD(       ) 3
 HH0959
 HH0959.Superseded values are not recommended for survey control.
 HH0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0959.See file dsdata.txt to determine how the superseded data were derived.
 HH0959
 HH0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2871900465(NAD 83)
 HH0959_MARKER: 65 = GRAIN ELEVATOR
 HH0959
 HH0959  HISTORY     - Date     Condition        Report By
 HH0959  HISTORY     - 1933     FIRST OBSERVED   CGS
 HH0959  HISTORY     - 1965     GOOD             CGS
 HH0959  HISTORY     - 1978     GOOD             NGS
 HH0959
 HH0959                          STATION DESCRIPTION
 HH0959
 HH0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DVS)
 HH0959'THE ELEVATOR WAS RECOVERED BY INSPECTION AND BY LOCAL INQUIRY AND
 HH0959'IS IN GOOD CONDITION.  THE ELEVATOR IS LOCATED IN SOUTHWEST
 HH0959'SECTION OF THE BUSINESS DISTRICT AND IS THE HIGHEST OBJECT IN
 HH0959'THE TOWN.  THE ELEVATOR AND SURROUNDING GRAIN BINS ARE STILL
 HH0959'OWNED BY THE LIGHTS CO AT THIS DATE.
 HH0959
 HH0959                          STATION RECOVERY (1978)
 HH0959
 HH0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 HH0959'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HH0959'
 HH0959'AIRLINE DISTANCE AND DIRECTIN FROM NEAREST TOWN-- IN LIBERAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0962 ***********************************************************************
 HH0962  DESIGNATION -  LIBERAL MUN APT AP STA A
 HH0962  PID         -  HH0962
 HH0962  STATE/COUNTY-  KS/SEWARD
 HH0962  USGS QUAD   -  LIBERAL (1983)
 HH0962
 HH0962                         *CURRENT SURVEY CONTROL
 HH0962  ___________________________________________________________________
 HH0962* NAD 83(1997)-  37 03 04.56701(N)    100 57 21.60944(W)     ADJUSTED  
 HH0962* NAVD 88     -       876.32   (+/-2cm)    2875.1    (feet)  VERTCON   
 HH0962  ___________________________________________________________________
 HH0962  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 HH0962  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 HH0962
 HH0962  HORZ ORDER  -  THIRD
 HH0962  VERT ORDER  -  THIRD ? (See Below)
 HH0962
 HH0962.This mark is at Liberal Municipal Airport (LBL)
 HH0962
 HH0962.The horizontal coordinates were established by classical geodetic methods
 HH0962.and adjusted by the National Geodetic Survey in October 1998..
 HH0962
 HH0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0962.The vertical order pertains to the NGVD 29 superseded value.
 HH0962
 HH0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0962
 HH0962.The geoid height was determined by GEOID03.
 HH0962
 HH0962;                    North         East     Units Scale Factor Converg.
 HH0962;SPC KS S     -   445,563.153   181,548.457   MT  1.00004932   -1 30 33.4
 HH0962;SPC OK N     -   231,610.943   337,081.740   MT  1.00006433   -1 44 40.1
 HH0962;SPC OK N     -   759,876.90  1,105,909.01   sFT  1.00006433   -1 44 40.1
 HH0962;UTM  14      - 4,102,349.018   326,070.156   MT  0.99997268   -1 10 43.8
 HH0962
 HH0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0962!SPC KS S     -   0.99986669  x   1.00004932  =   0.99991601
 HH0962!SPC OK N     -   0.99986669  x   1.00006433  =   0.99993102
 HH0962!UTM  14      -   0.99986669  x   0.99997268  =   0.99983938
 HH0962
 HH0962:                Primary Azimuth Mark                     Grid Az
 HH0962:SPC KS S     -  LIBERAL MUN AIRPORT BEACON               159 42 45.0
 HH0962:SPC OK N     -  LIBERAL MUN AIRPORT BEACON               159 56 51.7
 HH0962:UTM  14      -  LIBERAL MUN AIRPORT BEACON               159 22 55.4
 HH0962
 HH0962|---------------------------------------------------------------------|
 HH0962| PID    Reference Object                     Distance      Geod. Az  |
 HH0962|                                                           dddmmss.s |
 HH0962| HH0964 LIBERAL MUN AIRPORT BEACON          APPROX. 0.9 KM 1581211.6 |
 HH0962| HH0970 VOR LIBERAL MUN AIRPORT LRL         APPROX. 1.6 KM 2403351.1 |
 HH0962|---------------------------------------------------------------------|
 HH0962
 HH0962                          SUPERSEDED SURVEY CONTROL
 HH0962
 HH0962  NAD 83(1997)-  37 03 04.58622(N)    100 57 21.61950(W) AD(       ) 3
 HH0962  NAD 83(1986)-  37 03 04.58543(N)    100 57 21.61586(W) AD(       ) 3
 HH0962  NAD 27      -  37 03 04.48356(N)    100 57 20.01478(W) AD(       ) 3
 HH0962  NGVD 29 (07/19/86)  875.94   (m)         2873.8    (f) LEVELING    3  
 HH0962
 HH0962.Superseded values are not recommended for survey control.
 HH0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0962.See file dsdata.txt to determine how the superseded data were derived.
 HH0962
 HH0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2607002349(NAD 83)
 HH0962_MARKER: DT = TOPOGRAPHIC STATION DISK
 HH0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0962_STAMPING: AP 1965 STA A
 HH0962_MARK LOGO: CGS   
 HH0962_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HH0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0962+STABILITY: SURFACE MOTION
 HH0962
 HH0962  HISTORY     - Date     Condition        Report By
 HH0962  HISTORY     - 1965     MONUMENTED       CGS
 HH0962  HISTORY     - 1978     GOOD             NGS
 HH0962  HISTORY     - 19861023 GOOD             NGS
 HH0962
 HH0962                          STATION DESCRIPTION
 HH0962
 HH0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DVS)
 HH0962'AT LIBERAL MUNICIPAL AIRPORT, SEWARD COUNTY, KANSAS IN THE
 HH0962'SOUTH END OF A TEARDROP SHAPED SECTION OF GRASS AT THE NORTHEAST
 HH0962'CORNER OF THE FIELD, 50.00 FT EAST OF THE EDGE OF RUNWAY
 HH0962'17L-35R, 51.18 FT NORTHWEST OF THE EDGE OF RUNWAY 3R-21L.
 HH0962'A STANDARD C AND GS TOPO DISK STAMPED AP 1965.  STA A.
 HH0962
 HH0962                          STATION RECOVERY (1978)
 HH0962
 HH0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 HH0962'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HH0962'
 HH0962'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--
 HH0962'AT LIBERAL MUNICIPAL AIRPORT.
 HH0962
 HH0962                          STATION RECOVERY (1986)
 HH0962
 HH0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0962'AT LIBERAL MUNICIPAL AIRPORT, SEWARD COUNTY, KANSAS IN THE SOUTH END
 HH0962'OF A TEAR DROP SHAPED SECTION OF GRASS AT THE NORTHEAST CORNER OF THE
 HH0962'FIELD.  THE STATION IS LOCATED 51.18 FT (15.60 M) NORTHWEST OF THE
 HH0962'EDGE OF RUNWAY 3-21 AND 50.00 FT (15.24 M) EAST OF THE EDGE OF RUNWAY
 HH0962'17-35.  A STANDARD CGS TOPOGRAPHIC DISK STAMPED AP 1965 STA A SET IN A
 HH0962'12 INCH CONCRETE POST AND IT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0965 ***********************************************************************
 HH0965  DESIGNATION -  LIBERAL MUN APT ARP
 HH0965  PID         -  HH0965
 HH0965  STATE/COUNTY-  KS/SEWARD
 HH0965  USGS QUAD   -  LIBERAL (1983)
 HH0965
 HH0965                         *CURRENT SURVEY CONTROL
 HH0965  ___________________________________________________________________
 HH0965* NAD 83(1997)-  37 02 39.95402(N)    100 57 43.51043(W)     ADJUSTED  
 HH0965* NAVD 88     -       876.04   (+/-2cm)    2874.1    (feet)  VERTCON   
 HH0965  ___________________________________________________________________
 HH0965  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 HH0965  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 HH0965
 HH0965  HORZ ORDER  -  THIRD
 HH0965  VERT ORDER  -  THIRD ? (See Below)
 HH0965
 HH0965.This mark is at Liberal Municipal Airport (LBL)
 HH0965
 HH0965.The horizontal coordinates were established by classical geodetic methods
 HH0965.and adjusted by the National Geodetic Survey in October 1998..
 HH0965
 HH0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0965.The vertical order pertains to the NGVD 29 superseded value.
 HH0965
 HH0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0965
 HH0965.The geoid height was determined by GEOID03.
 HH0965
 HH0965;                    North         East     Units Scale Factor Converg.
 HH0965;SPC KS S     -   444,818.897   180,987.435   MT  1.00005111   -1 30 46.9
 HH0965;SPC OK N     -   230,868.986   336,517.661   MT  1.00006249   -1 44 53.0
 HH0965;SPC OK N     -   757,442.66  1,104,058.36   sFT  1.00006249   -1 44 53.0
 HH0965;UTM  14      - 4,101,601.595   325,513.480   MT  0.99997507   -1 10 56.4
 HH0965
 HH0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0965!SPC KS S     -   0.99986674  x   1.00005111  =   0.99991784
 HH0965!SPC OK N     -   0.99986674  x   1.00006249  =   0.99992922
 HH0965!UTM  14      -   0.99986674  x   0.99997507  =   0.99984181
 HH0965
 HH0965:                Primary Azimuth Mark                     Grid Az
 HH0965:SPC KS S     -  LIBERAL MUN AIRPORT BEACON               098 45 48.5
 HH0965:SPC OK N     -  LIBERAL MUN AIRPORT BEACON               098 59 54.6
 HH0965:UTM  14      -  LIBERAL MUN AIRPORT BEACON               098 25 58.0
 HH0965
 HH0965|---------------------------------------------------------------------|
 HH0965| PID    Reference Object                     Distance      Geod. Az  |
 HH0965|                                                           dddmmss.s |
 HH0965| HH0964 LIBERAL MUN AIRPORT BEACON          APPROX. 0.9 KM 0971501.6 |
 HH0965| HH0970 VOR LIBERAL MUN AIRPORT LRL         APPROX. 0.8 KM 2694153.6 |
 HH0965|---------------------------------------------------------------------|
 HH0965
 HH0965                          SUPERSEDED SURVEY CONTROL
 HH0965
 HH0965  NAD 83(1997)-  37 02 39.97387(N)    100 57 43.52154(W) AD(       ) 3
 HH0965  NAD 83(1986)-  37 02 39.97301(N)    100 57 43.51781(W) AD(       ) 3
 HH0965  NAD 27      -  37 02 39.86935(N)    100 57 41.91593(W) AD(       ) 3
 HH0965  NGVD 29 (07/19/86)  875.66   (m)         2872.9    (f) LEVELING    3  
 HH0965
 HH0965.Superseded values are not recommended for survey control.
 HH0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0965.See file dsdata.txt to determine how the superseded data were derived.
 HH0965
 HH0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2551301602(NAD 83)
 HH0965_MARKER: DT = TOPOGRAPHIC STATION DISK
 HH0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0965_STAMPING: ARP 1965
 HH0965_MARK LOGO: CGS   
 HH0965_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HH0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0965+STABILITY: SURFACE MOTION
 HH0965
 HH0965  HISTORY     - Date     Condition        Report By
 HH0965  HISTORY     - 1965     MONUMENTED       CGS
 HH0965  HISTORY     - 1978     GOOD             NGS
 HH0965  HISTORY     - 19861023 GOOD             NGS
 HH0965
 HH0965                          STATION DESCRIPTION
 HH0965
 HH0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DVS)
 HH0965'AT LIBERAL MINICIAPL AIRPORT, SEWARD COUNTY, KANSAS ABOUT
 HH0965'1,800 FT WEST OF THE WEST EDGE OF THE SERVICE APRON IN A
 HH0965'LARGE ISOSCELES TRIANGLE OF GRASS FORMED BY THREE RUNWAYS.
 HH0965'298 FT SOUTHEAST OF THE EDGE OF RUNWAY 3-21L, 311 FT NORTHEAST
 HH0965'OF THE EDGE OF RUNWAY 12L-30R, AND 431 FT EAST OF THE
 HH0965'INTERSECTION OF THE EDGES EXTENDED OF THE ABOVE RUNWAYS.
 HH0965'A STANDARD C AND GS TOPO DISK SET FLUSH WITH GROUND STAMPED
 HH0965'ARP 1965.
 HH0965
 HH0965                          STATION RECOVERY (1978)
 HH0965
 HH0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 HH0965'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HH0965'
 HH0965'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--
 HH0965'AT LIBERAL MUNICIPAL AIRPORT.
 HH0965
 HH0965                          STATION RECOVERY (1986)
 HH0965
 HH0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0965'AT LIBERAL MUNICIPAL AIRPORT ABOUT 1800 FT (548.6 M) WEST OF THE WEST
 HH0965'EDGE OF THE SERVICE APRON IN A LARGE ISOSCELES TRIANGLE OF GRASS
 HH0965'FORMED BY THREE PAVED SURFACES.  THE STATION IS LOCATED AS FOLLOWS,
 HH0965'431 FT (131.4 M) EAST OF THE INTERSECTIONS OF THE EDGES OF RUNWAY 3-21
 HH0965'AND CLOSED RUNWAY 12L-30R, 311 FT (94.8 M) NORTHEAST OF THE EDGE OF
 HH0965'CLOSED RUNWAY 12L-30R, 298 FT (90.8 M) SOUTHEAST OF THE EDGE OF RUNWAY
 HH0965'3-21.  A STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED ARP 1965 SET IN
 HH0965'A 12 INCH CONCRETE POST SET FLUSH WITH THE GROUND.  THERE ARE TWO
 HH0965'WITNESS POSTS BY THE STATION ONE 4 FT (1.2 M) NORTH AND ONE 4 FT (1.2
 HH0965'M) SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0966 ***********************************************************************
 HH0966  DESIGNATION -  LIBERAL MUNICIPAL WATER TANK
 HH0966  PID         -  HH0966
 HH0966  STATE/COUNTY-  KS/SEWARD
 HH0966  USGS QUAD   -  LIBERAL (1983)
 HH0966
 HH0966                         *CURRENT SURVEY CONTROL
 HH0966  ___________________________________________________________________
 HH0966* NAD 83(1997)-  37 02 44.03111(N)    100 55 28.55317(W)     ADJUSTED  
 HH0966* NAVD 88     -                                                        
 HH0966  ___________________________________________________________________
 HH0966  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 HH0966  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 HH0966
 HH0966  HORZ ORDER  -  THIRD
 HH0966
 HH0966.The horizontal coordinates were established by classical geodetic methods
 HH0966.and adjusted by the National Geodetic Survey in October 1998..
 HH0966
 HH0966
 HH0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0966
 HH0966.The geoid height was determined by GEOID03.
 HH0966
 HH0966;                    North         East     Units Scale Factor Converg.
 HH0966;SPC KS S     -   444,857.157   184,324.667   MT  1.00005081   -1 29 23.9
 HH0966;SPC OK N     -   230,893.528   339,855.061   MT  1.00006279   -1 43 33.4
 HH0966;SPC OK N     -   757,523.18  1,115,007.81   sFT  1.00006279   -1 43 33.4
 HH0966;UTM  14      - 4,101,659.097   328,850.158   MT  0.99996086   -1 09 35.1
 HH0966
 HH0966                          SUPERSEDED SURVEY CONTROL
 HH0966
 HH0966  NAD 83(1997)-  37 02 44.04169(N)    100 55 28.55574(W) AD(       ) 4
 HH0966  NAD 83(1986)-  37 02 44.04051(N)    100 55 28.55199(W) AD(       ) 4
 HH0966  NAD 27      -  37 02 43.94713(N)    100 55 26.95564(W) AD(       ) 3
 HH0966
 HH0966.Superseded values are not recommended for survey control.
 HH0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0966.See file dsdata.txt to determine how the superseded data were derived.
 HH0966
 HH0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2885001659(NAD 83)
 HH0966_MARKER: 53 = ELEVATED TANK
 HH0966
 HH0966  HISTORY     - Date     Condition        Report By
 HH0966  HISTORY     - 1970     FIRST OBSERVED   NGS
 HH0966
 HH0966                          STATION DESCRIPTION
 HH0966
 HH0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0966'THE STATION IS LOCATED IN THE NORTHERN SECTION OF LIBERAL ON THE
 HH0966'NORTH SIDE OF THE RAILROAD TRACKS FOR CHICAGO ROCK ISLAND RAILROAD.
 HH0966'IT IS A ELLIPSOID SHAPED TANK SUPPORTED BY 12 TUBULAR STEEL LEGS,
 HH0966'PAINTED SILVER AND ABOUT 50 FEET HIGH.  THE OBJECT OBSERVED WAS
 HH0966'THE BALL ON TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0957 ***********************************************************************
 HH0957  DESIGNATION -  LIBERAL NEW MUN TANK
 HH0957  PID         -  HH0957
 HH0957  STATE/COUNTY-  KS/SEWARD
 HH0957  USGS QUAD   -  LIBERAL (1983)
 HH0957
 HH0957                         *CURRENT SURVEY CONTROL
 HH0957  ___________________________________________________________________
 HH0957* NAD 83(1997)-  37 02 09.64499(N)    100 55 01.30328(W)     ADJUSTED  
 HH0957* NAVD 88     -                                                        
 HH0957  ___________________________________________________________________
 HH0957  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HH0957  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 HH0957
 HH0957  HORZ ORDER  -  THIRD
 HH0957
 HH0957.The horizontal coordinates were established by classical geodetic methods
 HH0957.and adjusted by the National Geodetic Survey in October 1998..
 HH0957
 HH0957
 HH0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0957
 HH0957.The geoid height was determined by GEOID03.
 HH0957
 HH0957;                    North         East     Units Scale Factor Converg.
 HH0957;SPC KS S     -   443,779.943   184,970.359   MT  1.00005334   -1 29 07.2
 HH0957;UTM  14      - 4,100,585.722   329,501.990   MT  0.99995812   -1 09 17.8
 HH0957
 HH0957                          SUPERSEDED SURVEY CONTROL
 HH0957
 HH0957  NAD 83(1997)-  37 02 09.65614(N)    100 55 01.30614(W) AD(       ) 4
 HH0957  NAD 83(1986)-  37 02 09.65535(N)    100 55 01.30234(W) AD(       ) 4
 HH0957  NAD 27      -  37 02 09.55993(N)    100 54 59.70472(W) AD(       ) 3
 HH0957
 HH0957.Superseded values are not recommended for survey control.
 HH0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0957.See file dsdata.txt to determine how the superseded data were derived.
 HH0957
 HH0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2950200586(NAD 83)
 HH0957_MARKER: 53 = ELEVATED TANK
 HH0957
 HH0957  HISTORY     - Date     Condition        Report By
 HH0957  HISTORY     - 1968     FIRST OBSERVED   CGS
 HH0957  HISTORY     - 1978     GOOD             NGS
 HH0957
 HH0957                          STATION DESCRIPTION
 HH0957
 HH0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HH0957'LOCATED NEAR THE EAST SIDE OF LIBERAL, 0.1 MILE WEST OF THE
 HH0957'INTERSECTION OF VIRGINIA AVENUE AND OAK STREET, 100 FEET NORTH OF
 HH0957'THE CENTER OF OAK STREET.  IT IS A 24-LEGGED STEEL STRUCTURE
 HH0957'WHICH SUPPORTS A LARGE TANK AND HAS AN OVERALL HEIGHT OF 150
 HH0957'FEET.  THE STRUCTURE AND TANK ARE PAINTED SILVER AND THE TANK
 HH0957'HAS LIBERAL PAINTED ON THE EAST-AND WEST SIDES OF THE TANK.
 HH0957'
 HH0957'THE STATION IS THE TOP CENTER OF THE TANK.  STATION WAS
 HH0957'INTERSECTED FROM TRIANGULATION STATIONS LIBERAL, SEWARD AND LUSK.
 HH0957
 HH0957                          STATION RECOVERY (1978)
 HH0957
 HH0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 HH0957'RECOVERED AS DESCRIBED EXCEPT THAT THE SUPPORTING STRUCTURE IS NOW
 HH0957'PAINTED WHITE AND THE TANK IS PAINTED RED WITH THE WORDS LIBERAL
 HH0957'REDSKINS PAINTED ON IT.
 HH0957'
 HH0957'AIRLINE DISTANCE AND DIRECTIN FROM NEAREST TOWN--IN LIBERAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0755 ***********************************************************************
 HE0755  DESIGNATION -  LIBERTY
 HE0755  PID         -  HE0755
 HE0755  STATE/COUNTY-  KS/LABETTE
 HE0755  USGS QUAD   -  LABETTE (1974)
 HE0755
 HE0755                         *CURRENT SURVEY CONTROL
 HE0755  ___________________________________________________________________
 HE0755* NAD 83(1997)-  37 14 15.21352(N)    095 13 53.09174(W)     ADJUSTED  
 HE0755* NAVD 88     -       281.5    (meters)     924.     (feet)  VERTCON   
 HE0755  ___________________________________________________________________
 HE0755  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 HE0755  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HE0755
 HE0755  HORZ ORDER  -  SECOND
 HE0755
 HE0755.The horizontal coordinates were established by classical geodetic methods
 HE0755.and adjusted by the National Geodetic Survey in October 1998..
 HE0755
 HE0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0755
 HE0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0755
 HE0755.The geoid height was determined by GEOID03.
 HE0755
 HE0755;                    North         East     Units Scale Factor Converg.
 HE0755;SPC KS S     -   468,444.357   689,976.932   MT  1.00000585   +2 00 31.1
 HE0755;UTM  15      - 4,123,559.163   302,063.383   MT  1.00008264   -1 21 02.6
 HE0755
 HE0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0755!SPC KS S     -   0.99996054  x   1.00000585  =   0.99996639
 HE0755!UTM  15      -   0.99996054  x   1.00008264  =   1.00004317
 HE0755
 HE0755:                Primary Azimuth Mark                     Grid Az
 HE0755:SPC KS S     -  PARSONS KAN ORD PLT TANK 2               026 28 36.7
 HE0755:UTM  15      -  PARSONS KAN ORD PLT TANK 2               029 50 10.4
 HE0755
 HE0755|---------------------------------------------------------------------|
 HE0755| PID    Reference Object                     Distance      Geod. Az  |
 HE0755|                                                           dddmmss.s |
 HE0755| HE0730 PARSONS KAN ORD PLT TANK 2          APPROX.10.1 KM 0282907.8 |
 HE0755| HE0727 PARSONS KAN ORD PLT TANK 4          APPROX. 7.3 KM 0385317.4 |
 HE0755| CL4756 LIBERTY RM 1                         20.988 METERS 08907     |
 HE0755| CL4757 LIBERTY RM 2                         22.624 METERS 16720     |
 HE0755| CL4755 LIBERTY AZ MK                                      1785422.4 |
 HE0755| HE0760 ALTAMONT W MUNICIPAL TANK           APPROX. 7.7 KM 2271046.9 |
 HE0755| HE0759 ALTAMONT REA RAD KAB 484 MAST       APPROX. 7.7 KM 2283829.6 |
 HE0755| HE0789 PARSONS KANSAS CATV INC MAST        APPROX. 7.2 KM 3430842.4 |
 HE0755|---------------------------------------------------------------------|
 HE0755
 HE0755                          SUPERSEDED SURVEY CONTROL
 HE0755
 HE0755  NAD 83(1997)-  37 14 15.21778(N)    095 13 53.09187(W) AD(       ) 2
 HE0755  NAD 83(1986)-  37 14 15.22729(N)    095 13 53.07979(W) AD(       ) 2
 HE0755  NAD 27      -  37 14 14.99330(N)    095 13 52.19554(W) AD(       ) 2
 HE0755  NGVD 29 (07/19/86)  281.4    (m)          923.     (f) VERT ANG       
 HE0755
 HE0755.Superseded values are not recommended for survey control.
 HE0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0755.See file dsdata.txt to determine how the superseded data were derived.
 HE0755
 HE0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0206323559(NAD 83)
 HE0755_MARKER: DS = TRIANGULATION STATION DISK
 HE0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0755_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0755
 HE0755  HISTORY     - Date     Condition        Report By
 HE0755  HISTORY     - 1966     MONUMENTED       CGS
 HE0755
 HE0755                          STATION DESCRIPTION
 HE0755
 HE0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0755'THE STATION IS ABOUT 8-1/2 MILES NORTHWEST OF OSWEGO, 7
 HE0755'MILES SOUTH-SOUTHEAST OF PARSONS, 4-1/2 MILES NORTHEAST
 HE0755'OF ALTAMONT, AT THE JUNCTION OF TWO COUNTY ROADS AND ON
 HE0755'PROPERTY OWNED BY MRS. EMMA HALL WHO RESIDES IN PARSONS.
 HE0755'
 HE0755'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HE0755'59 AND 160 IN PARSONS, GO SOUTH ON U.S. HIGHWAY 59 FOR 7.2
 HE0755'MILES TO A CROSSROAD, TURN LEFT AND GO EAST ON A GRAVELED
 HE0755'ROAD FOR 2.0 MILES TO A CROSSROAD AND THE STATION.  TO REACH
 HE0755'THE AZIMUTH MARK FROM THIS POINT, GO SOUTH FOR 1.0 MILE
 HE0755'TO A T INTERSECTION AND THE MARK.
 HE0755'
 HE0755'THE STATION MARK IS A STANDARD DISK, STAMPED LIBERTY 1964,
 HE0755'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0755'THAT IS 1 FOOT BELOW THE GROUND SURFACE.  IT IS 83.5 FEET
 HE0755'NORTHWEST OF TELEPHONE LINE POLE NUMBER E 19, 42 FEET WEST
 HE0755'OF THE CENTERLINE OF A NORTH-SOUTH ROAD, AND 30.5 FEET NORTH
 HE0755'OF THE CENTERLINE OF AN EAST-WEST ROAD.
 HE0755'
 HE0755'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LIBERTY NO
 HE0755'1 1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 HE0755'THAT IS FLUSH WITH THE GROUND.  IT IS 32 FEET NORTH OF THE
 HE0755'CENTERLINE OF THE EAST-WEST ROAD, 29 FEET EAST OF THE CENTERLINE
 HE0755'OF THE NORTH-SOUTH ROAD, 4.8 FEET WEST-NORTHWEST OF A POWERLINE
 HE0755'POLE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE0755'
 HE0755'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LIBERTY NO
 HE0755'2 1964, SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST THAT
 HE0755'IS FLUSH WITH THE GROUND.  IT IS 42 FEET SOUTH OF THE CENTERLINE
 HE0755'OF THE EAST-WEST ROAD, 25 FEET WEST OF THE CENTERLINE OF
 HE0755'THE NORTH-SOUTH ROAD, 9.5 FEET NORTH OF A TELEPHONE LINE
 HE0755'POLE, 3.0 FEET NORTH OF A WITNESS POST, 1.0 FEET NORTHEAST
 HE0755'OF A FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE0755'
 HE0755'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LIBERTY 1964,
 HE0755'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0755'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS SOUTHEAST
 HE0755'OF THE CENTER OF THE INTERSECTION, 20 FEET SOUTH OF THE
 HE0755'CENTERLINE OF AN EAST-WEST ROAD, 3.8 FEET WEST OF A POWERLINE
 HE0755'POLE AND 1.9 FEET EAST OF A WITNESS POST.
 HE0755'
 HE0755'ALL OBJECTS VISIBLE AT 30 FEET.
 HE0755'
 HE0755'HEIGHT OF LIGHT ABOVE STATION MARK 14.69 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0653 ***********************************************************************
 KG0653  DESIGNATION -  LIBERTY
 KG0653  PID         -  KG0653
 KG0653  STATE/COUNTY-  KS/OSBORNE
 KG0653  USGS QUAD   -  PARADISE NW (1978)
 KG0653
 KG0653                         *CURRENT SURVEY CONTROL
 KG0653  ___________________________________________________________________
 KG0653* NAD 83(1997)-  39 13 12.32338(N)    098 55 11.16230(W)     ADJUSTED  
 KG0653* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 KG0653  ___________________________________________________________________
 KG0653  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 KG0653  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 KG0653
 KG0653  HORZ ORDER  -  THIRD
 KG0653
 KG0653.The horizontal coordinates were established by classical geodetic methods
 KG0653.and adjusted by the National Geodetic Survey in October 1998..
 KG0653
 KG0653.The orthometric height was scaled from a topographic map.
 KG0653
 KG0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0653
 KG0653.The geoid height was determined by GEOID03.
 KG0653
 KG0653;                    North         East     Units Scale Factor Converg.
 KG0653;SPC KS N     -    98,843.355   320,576.074   MT  0.99995699   -0 34 55.0
 KG0653;UTM  14      - 4,341,203.716   506,925.915   MT  0.99960059   +0 03 02.6
 KG0653
 KG0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0653!SPC KS N     -   0.99990725  x   0.99995699  =   0.99986425
 KG0653!UTM  14      -   0.99990725  x   0.99960059  =   0.99950788
 KG0653
 KG0653:                Primary Azimuth Mark                     Grid Az
 KG0653:SPC KS N     -  LIBERTY AZ MK                            021 09 04.7
 KG0653:UTM  14      -  LIBERTY AZ MK                            020 31 07.1
 KG0653
 KG0653|---------------------------------------------------------------------|
 KG0653| PID    Reference Object                     Distance      Geod. Az  |
 KG0653|                                                           dddmmss.s |
 KG0653| CN9850 LIBERTY AZ MK                                      0203409.7 |
 KG0653| CN9851 LIBERTY RM 1                         10.913 METERS 08751     |
 KG0653| CN9852 LIBERTY RM 2                         10.070 METERS 26714     |
 KG0653|---------------------------------------------------------------------|
 KG0653
 KG0653                          SUPERSEDED SURVEY CONTROL
 KG0653
 KG0653  NAD 83(1986)-  39 13 12.33084(N)    098 55 11.16295(W) AD(       ) 3
 KG0653  NAD 27      -  39 13 12.28800(N)    098 55 09.86500(W) AD(       ) 3
 KG0653
 KG0653.Superseded values are not recommended for survey control.
 KG0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0653.See file dsdata.txt to determine how the superseded data were derived.
 KG0653
 KG0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ0692641204(NAD 83)
 KG0653_MARKER: DS = TRIANGULATION STATION DISK
 KG0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0653
 KG0653  HISTORY     - Date     Condition        Report By
 KG0653  HISTORY     - 1950     MONUMENTED       CGS
 KG0653
 KG0653                          STATION DESCRIPTION
 KG0653
 KG0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0653'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH AND 6.0 MILES
 KG0653'EAST OF WALDO, 7.0 MILES NORTH OF PARADISE AND 5.5 MILES
 KG0653'EAST AND 2.0 MILES NORTH OF NATOMA.  IT IS 90.0 FEET WEST
 KG0653'OF A FENCE CORNER, 12.0 FEET SOUTH OF THE CENTER OF A EAST-WEST
 KG0653'TRACK ROAD, 5.5 FEET NORTHEAST OF A WITNESS POST, 4.0 FEET
 KG0653'NORTH OF A EAST-WEST FENCE LINE, 4.0 FEET NORTH OF A TRIANGULAR
 KG0653'BLAZED FENCE POST AND ON A SMALL RIDGE SOUTH OF A TRACK
 KG0653'ROAD.  IT IS STAMPED LIBERTY 1950 AND PROJECTS 4 INCHES.
 KG0653'
 KG0653'REFERENCE MARK NO. 1 IS 52.0 FEET WEST OF A FENCE CORNER,
 KG0653'12.0 FEET SOUTH OF THE CENTER OF A EAST-WEST TRACK ROAD
 KG0653'AND 4.0 FEET NORTH OF A EAST-WEST FENCE LINE.  IT IS STAMPED
 KG0653'LIBERTY NO 1 1950 AND PROJECTS 4 INCHES.
 KG0653'
 KG0653'REFERENCE MARK NO. 2 IS 12.0 FEET SOUTH OF THE CENTER OF
 KG0653'A EAST-WEST TRACK ROAD AND 4.0 FEET NORTH OF A EAST-WEST
 KG0653'FENCE LINE.  IT IS STAMPED LIBERTY NO 2 1950 AND PROJECTS
 KG0653'4 INCHES.
 KG0653'
 KG0653'THE AZIMUTH MARK IS 22.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 KG0653'DIRT ROAD, 1.5 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT
 KG0653'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED LIBERTY
 KG0653'1950 AND PROJECTS 3 INCHES.
 KG0653'
 KG0653'TO REACH THE STATION FROM THE POST OFFICE IN NATOMA, GO
 KG0653'NORTH ON MAIN STREET FOR 0.05 MILE TO STATE HIGHWAY NO. 18,
 KG0653'TURN RIGHT AND GO EAST FOR 0.1 MILE TO A CROSS STREET.  TURN
 KG0653'LEFT AND GO NORTH FOR 0.15 MILE TO A T-INTERSECTION, TURN
 KG0653'RIGHT AND GO EAST FOR 0.6 MILE TO A FORK.  TAKE LEFT FORK
 KG0653'AND GO NORTH ON COUNTY ROAD NO. 657 FOR 4.05 MILES TO A
 KG0653'FORK.  TAKE RIGHT FORK AND GO EAST FOR 5.05 MILES TO A
 KG0653'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.75 MILES TO THE AZIMUTH
 KG0653'MARK ON THE LEFT AS DESCRIBED.  CONTINUE STRAIGHT AHEAD
 KG0653'FOR 0.3 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON
 KG0653'TRACK ROAD FOR 0.1 MILE TO THE SUMMIT OF THE ROAD AND
 KG0653'THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0839 ***********************************************************************
 JG0839  DESIGNATION -  LIEBENTHAL ST JOSEPH CATH CH
 JG0839  PID         -  JG0839
 JG0839  STATE/COUNTY-  KS/RUSH
 JG0839  USGS QUAD   -  LIEBENTHAL (1968)
 JG0839
 JG0839                         *CURRENT SURVEY CONTROL
 JG0839  ___________________________________________________________________
 JG0839* NAD 83(1997)-  38 39 13.87438(N)    099 19 07.13833(W)     ADJUSTED  
 JG0839* NAVD 88     -                                                        
 JG0839  ___________________________________________________________________
 JG0839  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 JG0839  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0839
 JG0839  HORZ ORDER  -  THIRD
 JG0839
 JG0839.The horizontal coordinates were established by classical geodetic methods
 JG0839.and adjusted by the National Geodetic Survey in October 1998..
 JG0839
 JG0839
 JG0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0839
 JG0839.The geoid height was determined by GEOID03.
 JG0839
 JG0839;                    North         East     Units Scale Factor Converg.
 JG0839;SPC KS S     -   620,869.999   328,738.706   MT  1.00001841   -0 30 11.1
 JG0839;SPC KS N     -    36,416.984   285,218.481   MT  1.00001073   -0 50 03.6
 JG0839;UTM  14      - 4,278,413.688   472,273.612   MT  0.99960947   -0 11 56.5
 JG0839
 JG0839                          SUPERSEDED SURVEY CONTROL
 JG0839
 JG0839  NAD 83(1986)-  38 39 13.88295(N)    099 19 07.13668(W) AD(       ) 4
 JG0839  NAD 27      -  38 39 13.83500(N)    099 19 05.76700(W) AD(       ) 3
 JG0839
 JG0839.Superseded values are not recommended for survey control.
 JG0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0839.See file dsdata.txt to determine how the superseded data were derived.
 JG0839
 JG0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7227478414(NAD 83)
 JG0839_MARKER: 91 = CHURCH CROSS
 JG0839
 JG0839  HISTORY     - Date     Condition        Report By
 JG0839  HISTORY     - 1934     FIRST OBSERVED   CGS
 JG0839  HISTORY     - 1953     GOOD             CGS
 JG0839
 JG0839                          STATION DESCRIPTION
 JG0839
 JG0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0839'POINT OBSERVED UPON IS THE TIP OF CROSS (120 FEET) ATOP ST.
 JG0839'JOSEPH CATHOLIC CHURCH ERECTED 1902 REBUILT 1918.  CHURCH IS
 JG0839'STONE STRUCTURE LOCATED 2 BLOCKS SOUTH OF POST OFFICE ON
 JG0839'KANSAS STATE HIGHWAY 1.
 JG0839'
 JG0839'STATION OBSERVED UPON FROM SMOKY HILL, LA CROSSE.
 JG0839
 JG0839                          STATION RECOVERY (1953)
 JG0839
 JG0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0839'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION
 JG0839'IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2002 ***********************************************************************
 JE2002  DESIGNATION -  LIETZ
 JE2002  PID         -  JE2002
 JE2002  STATE/COUNTY-  KS/JOHNSON
 JE2002  USGS QUAD   -  LENEXA (1991)
 JE2002
 JE2002                         *CURRENT SURVEY CONTROL
 JE2002  ___________________________________________________________________
 JE2002* NAD 83(1997)-  38 57 45.72977(N)    094 42 56.84661(W)     ADJUSTED  
 JE2002* NAVD 88     -       322.0    (meters)    1056.     (feet)  VERTCON   
 JE2002  ___________________________________________________________________
 JE2002  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JE2002  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 JE2002
 JE2002  HORZ ORDER  -  SECOND
 JE2002
 JE2002.The horizontal coordinates were established by classical geodetic methods
 JE2002.and adjusted by the National Geodetic Survey in October 1998..
 JE2002
 JE2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE2002
 JE2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2002
 JE2002.The geoid height was determined by GEOID03.
 JE2002
 JE2002;                    North         East     Units Scale Factor Converg.
 JE2002;SPC KS N     -    75,027.699   684,577.440   MT  0.99996941   +2 04 40.7
 JE2002;UTM  15      - 4,314,037.550   351,344.003   MT  0.99987212   -1 04 44.8
 JE2002
 JE2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2002!SPC KS N     -   0.99995454  x   0.99996941  =   0.99992395
 JE2002!UTM  15      -   0.99995454  x   0.99987212  =   0.99982667
 JE2002
 JE2002:                Primary Azimuth Mark                     Grid Az
 JE2002:SPC KS N     -  LENEXA RAD STA KUDL CEN MAST             014 35 42.8
 JE2002:UTM  15      -  LENEXA RAD STA KUDL CEN MAST             017 45 08.3
 JE2002
 JE2002|---------------------------------------------------------------------|
 JE2002| PID    Reference Object                     Distance      Geod. Az  |
 JE2002|                                                           dddmmss.s |
 JE2002| JE1993 LENEXA RAD STA KUDL CEN MAST        APPROX. 1.6 KM 0164023.5 |
 JE2002| JE1997 LIETZ RM 2                           27.232 METERS 03136     |
 JE2002| JE2001 LIETZ A PT                            5.616 METERS 17916     |
 JE2002| JE1998 LIETZ RM 1                          238.315 METERS 18000     |
 JE2002| JE2004 LENEXA OLD MUNICIPAL TANK           APPROX. 2.1 KM 2685200.2 |
 JE2002| JE1995 LENEXA NEW MUN TANK                 APPROX. 1.1 KM 2702555.5 |
 JE2002| JE1999 HUB                                 251.698 METERS 35915     |
 JE2002|---------------------------------------------------------------------|
 JE2002
 JE2002                          SUPERSEDED SURVEY CONTROL
 JE2002
 JE2002  NAD 83(1986)-  38 57 45.73657(N)    094 42 56.84432(W) AD(       ) 2
 JE2002  NAD 27      -  38 57 45.71343(N)    094 42 55.98944(W) AD(       ) 2
 JE2002  NGVD 29 (07/19/86)  321.9    (m)         1056.     (f) VERT ANG       
 JE2002
 JE2002.Superseded values are not recommended for survey control.
 JE2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2002.See file dsdata.txt to determine how the superseded data were derived.
 JE2002
 JE2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5134414038(NAD 83)
 JE2002_MARKER: DD = SURVEY DISK
 JE2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE2002_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2002+STABILITY: SURFACE MOTION
 JE2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE2002+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2002
 JE2002
 JE2002  HISTORY     - Date     Condition        Report By
 JE2002  HISTORY     - 1980     MONUMENTED       NGS
 JE2002  HISTORY     - 19950831 GOOD             USPSQD
 JE2002  HISTORY     - 20020925 GOOD             INDIV
 JE2002
 JE2002                          STATION DESCRIPTION
 JE2002
 JE2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JE2002'THE STATION IS AT THE LIETZ COMPANY BUILDING, 9111 BARTON STREET,
 JE2002'OVERLAND PARK, IN THE NE CORNER OF THE SW-1/4, SEC35, R24E, T12S AND
 JE2002'ON THE PROPERTY OF THE LIETZ COMPANY.
 JE2002'
 JE2002'SURFACE STATION MARK IS A PLAIN BRASS DISK, STAMPED---LIETZ 1980---
 JE2002'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH THE
 JE2002'GROUND.  THE UNDERGROUND MARK IS ALSO A PLAIN BRASS DISK,
 JE2002'STAMPED---LIETZ 1980---SET IN AN IRREGULAR MASS OF CONCRETE 42
 JE2002'INCHES BELOW THE GROUND SURFACE.  THE MARKS ARE 96.0 FEET SOUTHWEST
 JE2002'OF THE NORTHWEST CORNER OF THE LIETZ COMPANY BUILDING, 66.0 FEET
 JE2002'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 57.0 FEET
 JE2002'NORTH-NORTHEAST OF A STREET LAMP AND 25.0 FEET EAST OF THE CENTERLINE
 JE2002'OF BARTON STREET.  AT THE REQUEST OF THE LIETZ COMPANY, NO FERROUS
 JE2002'MATERIAL WAS PLACED IN THE MARKS.
 JE2002'
 JE2002'REFERENCE MARKS 1 ARE PLAIN BRASS DISKS, STAMPED---LIETZ NO 1
 JE2002'1980---.  THE SURFACE MARK IS SET IN A ROUND CONCRETE POST THAT IS
 JE2002'FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN AN
 JE2002'IRREGULAR MASS OF CONCRETE THAT IS 36 INCHES BELOW THE GROUND
 JE2002'SURFACE.  THE MARKS ARE 102.5 FEET SOUTH OF STREET LAMP, 60.8 FEET
 JE2002'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE ANACONDA COMPANY
 JE2002'BUILDING, 41.0 FEET NORTH OF THE CENTERLINE OF THE ENTRANCE TO A
 JE2002'PARKING LOT AND 21.5 FEET EAST OF THE CENTERLINE OF BARTON STREET.
 JE2002'
 JE2002'REFERENCE MARK 2 IS A PLAIN BRASS DISK, STAMPED---LIETZ NO 2 1980---
 JE2002'CEMENTED IN A DRILLED HOLE IN A CONCRETE RETAINING WALL WHICH IS AN
 JE2002'INTEGRAL PART OF THE FOUNDATION FOR THE LIETZ COMPANY BUILDING.  IT
 JE2002'IS 74.0 FEET EAST OF THE CENTERLINE OF BARTON STREET, 63.4 FEET
 JE2002'NORTH-NORTHWEST OF THE ENTRANCE TO THE BUILDING, 10.8 FEET WEST OF
 JE2002'THE NORTHWEST CORNER OF THE BUILDING AND ABOUT 18 INCHES HIGHER THAN
 JE2002'THE PARKING LOT SURFACE.
 JE2002'
 JE2002'TO REACH REFERENCE MARKS 1 FROM THE STATION, GO SOUTH ON BARTON
 JE2002'STREET FOR 0.15 MILE TO THE MARK ON THE LEFT.
 JE2002
 JE2002                          STATION RECOVERY (1995)
 JE2002
 JE2002'RECOVERY NOTE BY US POWER SQUADRON 1995
 JE2002'RECOVERED IN GOOD CONDITION.
 JE2002
 JE2002                          STATION RECOVERY (2002)
 JE2002
 JE2002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 JE2002'FOUND STATION AND REFERENCE MARK 2 IN GOOD CONDITION.  REFERENCE MARK
 JE2002'1 NOT FOUND.  RM1 APPEARS TO LOST DUE TO ENTRANCE DRIVE CONSTRUCTION.
 JE2002' 
 JE2002'STATION IS NOT SUITABLE FOR GPS OBSERVATION DUE TO DENSE TREE COVER
 JE2002'OVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0911 ***********************************************************************
 KF0911  DESIGNATION -  LIME
 KF0911  PID         -  KF0911
 KF0911  STATE/COUNTY-  KS/OTTAWA
 KF0911  USGS QUAD   -  GLASCO SW (1979)
 KF0911
 KF0911                         *CURRENT SURVEY CONTROL
 KF0911  ___________________________________________________________________
 KF0911* NAD 83(1997)-  39 15 46.45027(N)    097 52 42.05347(W)     ADJUSTED  
 KF0911* NAVD 88     -       496.02   (+/-2cm)    1627.4    (feet)  VERTCON   
 KF0911  ___________________________________________________________________
 KF0911  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 KF0911  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 KF0911
 KF0911  HORZ ORDER  -  SECOND
 KF0911  VERT ORDER  -  THIRD ? (See Below)
 KF0911
 KF0911.The horizontal coordinates were established by classical geodetic methods
 KF0911.and adjusted by the National Geodetic Survey in October 1998..
 KF0911
 KF0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0911.The vertical order pertains to the NGVD 29 superseded value.
 KF0911
 KF0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0911
 KF0911.The geoid height was determined by GEOID03.
 KF0911
 KF0911;                    North         East     Units Scale Factor Converg.
 KF0911;SPC KS N     -   103,199.953   410,498.694   MT  0.99995687   +0 04 37.1
 KF0911;UTM  14      - 4,346,551.346   596,766.588   MT  0.99971529   +0 42 35.7
 KF0911
 KF0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0911!SPC KS N     -   0.99992644  x   0.99995687  =   0.99988331
 KF0911!UTM  14      -   0.99992644  x   0.99971529  =   0.99964175
 KF0911
 KF0911:                Primary Azimuth Mark                     Grid Az
 KF0911:SPC KS N     -  GLASCO MUNICIPAL TANK                    017 33 18.7
 KF0911:UTM  14      -  GLASCO MUNICIPAL TANK                    016 55 20.1
 KF0911
 KF0911|---------------------------------------------------------------------|
 KF0911| PID    Reference Object                     Distance      Geod. Az  |
 KF0911|                                                           dddmmss.s |
 KF0911| KF0909 GLASCO MUNICIPAL TANK               APPROX.11.5 KM 0173755.8 |
 KF0911| KF0908 GLASCO PIPELINE CO STANDPIPE        APPROX.13.3 KM 0302632.0 |
 KF0911| CN9854 LIME RM 1                            27.844 METERS 05208     |
 KF0911| KF0910 DELPHOS MUNICIPAL TANK              APPROX. 9.7 KM 0821443.3 |
 KF0911| CN9853 LIME AZ MK                                         2711646.4 |
 KF0911| CN9855 LIME RM 2                            27.822 METERS 30725     |
 KF0911| CN9856 LIME RM 3                            27.685 METERS 30728     |
 KF0911| KF0912 DELPHOS NAT GAS MICROWAVE MAST       73.024 METERS 30832     |
 KF0911| KF0913 SIMPSON MUNICIPAL TANK              APPROX.14.5 KM 3405923.7 |
 KF0911|---------------------------------------------------------------------|
 KF0911
 KF0911                          SUPERSEDED SURVEY CONTROL
 KF0911
 KF0911  NAD 83(1986)-  39 15 46.45905(N)    097 52 42.05212(W) AD(       ) 2
 KF0911  NAD 27      -  39 15 46.45400(N)    097 52 40.90400(W) AD(       ) 2
 KF0911  NGVD 29 (07/19/86)  495.88   (m)         1626.9    (f) LEVELING    3  
 KF0911
 KF0911.Superseded values are not recommended for survey control.
 KF0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0911.See file dsdata.txt to determine how the superseded data were derived.
 KF0911
 KF0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ9676746551(NAD 83)
 KF0911_MARKER: DS = TRIANGULATION STATION DISK
 KF0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0911
 KF0911  HISTORY     - Date     Condition        Report By
 KF0911  HISTORY     - 1950     MONUMENTED       CGS
 KF0911  HISTORY     - 1963     GOOD             CGS
 KF0911  HISTORY     - 1965     GOOD             CGS
 KF0911  HISTORY     - 1969     GOOD             CGS
 KF0911
 KF0911                          STATION DESCRIPTION
 KF0911
 KF0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0911'THE STATION IS LOCATED ABOUT 6.75 MILES SOUTH AND 2.25 MILES WEST
 KF0911'OF GLASCO AND ABOUT 6.0 MILES WEST AND 1.0 MILE SOUTH OF DELPHOS
 KF0911'ON LAND OWNED BY MR. PAUL PETERSON.  IT IS 105.0 FEET NORTH OF
 KF0911'THE NORTHEAST CORNER OF AN ABANDONED STONE HOUSE, 29.0 FEET
 KF0911'WEST OF THE NORTHWEST CORNER OF A FARM LANE, AND 25.0 FEET SOUTH
 KF0911'OF THE CENTER OF A GRADED ROAD AND 15.0 FEET WEST OF THE CENTER
 KF0911'OF A FARM DRIVEWAY.  IT PROJECTS 5 INCHES AND IS STAMPED LIME
 KF0911'1950.
 KF0911'
 KF0911'REFERENCE MARK NO. 1 IS 39.0 FEET EAST OF A TELEPHONE POLE, 30.0
 KF0911'FEET NORTH OF THE CENTER OF A GRADED ROAD AND 1.0 FOOT SOUTH OF
 KF0911'A FENCE.  IT PROJECTS 7 INCHES AND IS STAMPED LIME NO 1 1950.
 KF0911'
 KF0911'REFERENCE MARK NO. 2 IS 41.0 FEET EAST OF THE CENTER OF A FARM
 KF0911'DRIVEWAY AND 30.0 FEET NORTH OF THE CENTER OF A GRADED ROAD.
 KF0911'IT PROJECTS 6 INCHES AND IS STAMPED LIME NO 2 1950.
 KF0911'
 KF0911'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KF0911'2 IS 144.4 FEET.
 KF0911'
 KF0911'THE AZIMUTH MARK IS 33.0 FEET NORTH OF THE CENTER OF A GRADED
 KF0911'ROAD, 28.0 FEET EAST OF THE CENTER OF A FARM DRIVEWAY, AND 6.5
 KF0911'FEET EAST OF A FENCE CORNER, AND 3.0 FEET EAST OF A TELEPHONE
 KF0911'POLE AND 1.5 FEET EAST OF A WITNESS POST.  IT PROJECTS 6 INCHES
 KF0911'AND IS STAMPED LIME 1950.
 KF0911'
 KF0911'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 KF0911'IN DELPHOS, GO NORTH ON A GRADED STREET FOR 0.25 MILE TO A T
 KF0911'INTERSECTION, TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 3.55
 KF0911'MILES TO A T ROAD LEFT, TURN LEFT AND GO SOUTH ON THE MAIN ROAD
 KF0911'FOR 0.6 MILE TO A FORK, TAKE RIGHT FORK AND GO WESTERLY ON
 KF0911'GRAVELED ROAD FOR 2.75 MILES TO A T ROAD LEFT, CONTINUE WEST
 KF0911'ON MAIN ROAD FOR 0.25 MILES TO TWO HOUSES ON EITHER SIDE OF
 KF0911'THE ROAD AND THE STATION AS DESCRIBED.
 KF0911'
 KF0911'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON MAIN ROAD
 KF0911'FOR 0.35 MILE TO A FARM HOUSE ON THE RIGHT AND THE AZIMUTH
 KF0911'MARK AS DESCRIBED.
 KF0911'
 KF0911'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KF0911
 KF0911                          STATION RECOVERY (1963)
 KF0911
 KF0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0911'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF0911'FOUND IN GOOD CONDITION.
 KF0911
 KF0911                          STATION RECOVERY (1965)
 KF0911
 KF0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KF0911'THE STATION MARK, R.M. NO. 1, AND THE AZIMUTH MARK WERE RECOVERED
 KF0911'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAS BEEN
 KF0911'DESTROYED.  THE DISTANCE TO R.M. NO. 1 MISSED THE 1947 MEASUREMENT
 KF0911'BY 0.15 FEET AND THE DIRECTION MISSED BY 5 MINUTES, 23 SECONDS.
 KF0911'R.M. NO. 3 WAS SET BY THIS PARTY.  FOLLOWING IS A NEW AND
 KF0911'COMPLETE DESCRIPTION.
 KF0911'
 KF0911'THE STATION IS LOCATED ABOUT 6.75 MILES SOUTH AND 2.25 MILES
 KF0911'WEST OF GLASCO, 6 MILES WEST AND 1 MILE SOUTH OF DELPHOS, AND ON
 KF0911'THE SOUTH SIDE OF COUNTY ROAD 404.
 KF0911'
 KF0911'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE
 KF0911'IN DELPHOS, GO NORTH ON A GRADED STREET FOR 0.25 MILE TO A
 KF0911'T-INTERSECTION, TURN LEFT AND GO WEST ON A GRAVEL ROAD FOR 3.55
 KF0911'MILES TO A T-ROAD LEFT, TURN LEFT AND GO SOUTH ON THE MAIN ROAD
 KF0911'FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK AND GO WESTERLY
 KF0911'ON A GRAVEL ROAD FOR 2.75 MILE TO A T-ROAD LEFT, CONTINUE WEST
 KF0911'ON THE MAIN ROAD FOR 0.25 MILE TO TWO HOUSES ON EITHER SIDE OF
 KF0911'THE ROAD AND THE STATION IS ON THE LEFT.
 KF0911'
 KF0911'STATION MARK ON THE STANDARD DISK STAMPED LIME 1950, IS SET IN
 KF0911'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT
 KF0911'IS 105 FEET NORTH OF THE NORTHEAST CORNER OF AN ABANDONED STONE
 KF0911'HOUSE, 25 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD 404,
 KF0911'9 FEET WEST OF A CENTER LINE OF A DRIVEWAY AND 9 FEET NORTH EAST
 KF0911'OF A METAL WITNESS POST AT THE WEST END OF A GATE POST.
 KF0911'
 KF0911'R.M. NO. 1, A STANDARD DISK STAMPED LIME NO. 1 1950, IS SET IN
 KF0911'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.  IT
 KF0911'IS 31 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 404, 31 FEET
 KF0911'WEST OF A POWERLINE POLE, AND 3 FEET SOUTH OF AN EAST-WEST FENCE
 KF0911'LINE.
 KF0911'
 KF0911'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LIME NO. 3 1950, IS
 KF0911'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KF0911'SURFACE OF THE GROUND.  IT IS 58.5 FEET EAST OF A POWERLINE POLE,
 KF0911'37.5 FEET SOUTH OF AN ANCHOR FOR A MICROWAVE MAST, 31 FEET
 KF0911'NORTH OF THE CENTER LINE OF COUNTY ROAD 404 AND 31 FEET WEST OF A
 KF0911'CORNER FENCE POST.
 KF0911'
 KF0911'AZIMUTH MARK, A STANDARD DISK STAMPED LIME 1950, IS SET IN THE
 KF0911'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 33
 KF0911'FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 404, 28 FEET EAST OF
 KF0911'THE CENTER OF A FARM DRIVEWAY 6.5 FEET EAST OF A CORNER FENCE
 KF0911'POST AND 2 FEET EAST OF A METAL WITNESS POST.
 KF0911'
 KF0911'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON COUNTY
 KF0911'ROAD 404 FOR 0.35 MILE TO A FARMHOUSE ON THE RIGHT AND THE
 KF0911'AZIMUTH MARK AS DESCRIBED.
 KF0911
 KF0911                          STATION RECOVERY (1969)
 KF0911
 KF0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0911'STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, AND THE
 KF0911'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 KF0911'IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KF0911'
 KF0911'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES
 KF0911'WEST AND 1 MILE SOUTH OF DELPHOS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0721 ***********************************************************************
 JG0721  DESIGNATION -  LIME
 JG0721  PID         -  JG0721
 JG0721  STATE/COUNTY-  KS/LINCOLN
 JG0721  USGS QUAD   -  WILSON NW (1976)
 JG0721
 JG0721                         *CURRENT SURVEY CONTROL
 JG0721  ___________________________________________________________________
 JG0721* NAD 83(1997)-  38 54 53.96024(N)    098 25 29.91120(W)     ADJUSTED  
 JG0721* NAVD 88     -       544.     (meters)    1785.     (feet)  SCALED    
 JG0721  ___________________________________________________________________
 JG0721  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 JG0721  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 JG0721
 JG0721  HORZ ORDER  -  SECOND
 JG0721
 JG0721.The horizontal coordinates were established by classical geodetic methods
 JG0721.and adjusted by the National Geodetic Survey in October 1998..
 JG0721
 JG0721.The orthometric height was scaled from a topographic map.
 JG0721
 JG0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0721
 JG0721.The geoid height was determined by GEOID03.
 JG0721
 JG0721;                    North         East     Units Scale Factor Converg.
 JG0721;SPC KS N     -    64,656.420   363,143.000   MT  0.99997392   -0 16 08.0
 JG0721;UTM  14      - 4,307,500.030   549,852.100   MT  0.99963060   +0 21 40.4
 JG0721
 JG0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0721!SPC KS N     -   0.99991878  x   0.99997392  =   0.99989270
 JG0721!UTM  14      -   0.99991878  x   0.99963060  =   0.99954941
 JG0721
 JG0721:                Primary Azimuth Mark                     Grid Az
 JG0721:SPC KS N     -  SYLVAN GROVE MUNICIPAL TANK              014 39 00.7
 JG0721:UTM  14      -  SYLVAN GROVE MUNICIPAL TANK              014 01 12.3
 JG0721
 JG0721|---------------------------------------------------------------------|
 JG0721| PID    Reference Object                     Distance      Geod. Az  |
 JG0721|                                                           dddmmss.s |
 JG0721| KG0617 SYLVAN GROVE MUNICIPAL TANK         APPROX.11.6 KM 0142252.7 |
 JG0721| CK9278 LIME RM 1                             9.807 METERS 08906     |
 JG0721| CK9277 LIME AZ MK                                         0903330.3 |
 JG0721| JG0718 WILSON MUNICIPAL TANK               APPROX.10.8 KM 2040001.2 |
 JG0721| CK9279 LIME RM 2                            10.939 METERS 35449     |
 JG0721|---------------------------------------------------------------------|
 JG0721
 JG0721                          SUPERSEDED SURVEY CONTROL
 JG0721
 JG0721  NAD 83(1986)-  38 54 53.96821(N)    098 25 29.91183(W) AD(       ) 2
 JG0721  NAD 27      -  38 54 53.93500(N)    098 25 28.68300(W) AD(       ) 2
 JG0721
 JG0721.Superseded values are not recommended for survey control.
 JG0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0721.See file dsdata.txt to determine how the superseded data were derived.
 JG0721
 JG0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ4985207500(NAD 83)
 JG0721_MARKER: DS = TRIANGULATION STATION DISK
 JG0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0721_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0721
 JG0721  HISTORY     - Date     Condition        Report By
 JG0721  HISTORY     - 1952     MONUMENTED       CGS
 JG0721  HISTORY     - 1961     GOOD             CGS
 JG0721  HISTORY     - 1973     GOOD             USE
 JG0721
 JG0721                          STATION DESCRIPTION
 JG0721
 JG0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0721'THE STATION IS IN SECTION 15, T 13 S, R 10 W, ABOUT 6-1/2
 JG0721'MILES NORTH OF WILSON, 6-1/2 MILES SOUTH-SOUTHWEST OF SYLVAN
 JG0721'GROVE, ON THE NORTH SIDE OF A DIRT ROAD WHERE IT RUNS EAST
 JG0721'AND WEST OVER A ROCKY HILL, 37 FEET NORTH OF THE CENTER OF THE
 JG0721'DIRT ROAD, 19 FEET NORTH-NORTHEAST OF A FENCE CORNER, 5 FEET
 JG0721'NORTHEAST OF A WHITE 4 IN. X 4 IN. WITNESS POST AND 4 FEET
 JG0721'EAST OF A FENCE.
 JG0721'
 JG0721'TO REACH THE STATION FROM THE RAILROAD STATION IN WILSON, GO NORTH
 JG0721'ON THE MAIN STREET FOR 0.15 MILE TO A CROSS STREET AT THE
 JG0721'SCHOOL HOUSE, TURN RIGHT (EAST) ON A GRAVELED ROAD FOR 3.2
 JG0721'MILES TO A CROSS ROAD, TURN LEFT (NORTH) AND FOLLOW THE MAIN
 JG0721'GRAVELED ROAD FOR 4 MILES TO A CROSS ROAD WHERE THE MAIN ROAD
 JG0721'TURNS RIGHT (EAST), CONTINUE NORTHERLY ON A GRADED DIRT ROAD FOR
 JG0721'2 MILES TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK ON
 JG0721'THE RIGHT AS DESCRIBED BELOW, TURN LEFT (WEST) AND FOLLOW
 JG0721'THE MAIN DIRT ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 JG0721'
 JG0721'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LIME
 JG0721'1952.
 JG0721'
 JG0721'REFERENCE MARK 1 IS 37 FEET NORTH OF THE CENTER OF THE ROAD.
 JG0721'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LIME NO 1 1952.
 JG0721'
 JG0721'REFERENCE MARK 2 IS 1 FOOT EAST OF THE FENCE LINE.  THE MARK
 JG0721'PROJECTS 2 INCHES AND THE DISK IS STAMPED LIME NO 2 1952.
 JG0721'
 JG0721'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 JG0721'DIRT ROAD AND THE EAST-WEST DIRT ROAD, 4 FEET NORTH OF A THREE-WAY
 JG0721'FENCE CORNER, AND 3.5 FEET SOUTH OF A WHITE 4 IN. X 4 IN. WITNESS
 JG0721'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LIME
 JG0721'1952.
 JG0721'
 JG0721'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JG0721
 JG0721                          STATION RECOVERY (1961)
 JG0721
 JG0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JG0721'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 JG0721'WERE RECOVERED AND WERE FOUND TO BE IN GOOD CONDITION.  A SLIGHT
 JG0721'DIFFERENCE IN DIRECTION TO REFERENCE MARK WAS NOTED AND TWO
 JG0721'MILEAGES IN THE ROUTE TO THE STATION WERE INCORRECT.
 JG0721'
 JG0721'CORRECTIONS AND ADDITIONAL INFORMATION INCORPORATED IN A COMPLETE
 JG0721'NEW DESCRIPTION.
 JG0721'
 JG0721'THE STATION IS LOCATED IN SECTION 15, T 13 S, R 10 W, ABOUT 6.5
 JG0721'MILES NORTH OF WILSON, 6.5 MILES SOUTH-SOUTHWEST OF SYLVAN GROVE,
 JG0721'AND AT THE SUMMIT OF A HILL AT A POINT WHERE AN EAST-WEST
 JG0721'ROAD CROSSES.
 JG0721'
 JG0721'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WILSON, GO NORTH
 JG0721'ON THE MAIN STREET FOR 0.15 MILE TO A CROSS STREET AT THE
 JG0721'SCHOOL HOUSE, TURN RIGHT, EAST, ALONG AN OILED ROAD FOR 3.2
 JG0721'MILES TO A CROSSROAD, TURN LEFT, NORTH, AND FOLLOW A GRAVELED
 JG0721'ROAD FOR 4.0 MILES TO A CROSSROAD AND AT THIS POINT THE MAIN
 JG0721'ROAD TURNS RIGHT, CONTINUE NORTHERLY ON A GRADED DIRT ROAD
 JG0721'FOR 2.5 MILES TO A ROAD LEFT AND THE AZIMUTH MARK AS DESCRIBED
 JG0721'BELOW, TURN LEFT, WEST, AND GO 0.7 MILE TO THE CREST OF RIDGE
 JG0721'AND THE STATION ON THE RIGHT, NORTH, SIDE OF ROAD.
 JG0721'
 JG0721'THE STATION MARK, A STANDARD DISK STAMPED LIME 1952, IS SET
 JG0721'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JG0721'WITH THE GROUND.  IT IS 38.5 FEET NORTH OF AND ABOUT 3 FEET
 JG0721'HIGHER THAN THE CENTER OF THE ROAD, 19.2 FEET NORTH OF A STONE
 JG0721'CORNER POST WITH A TRIANGLE CHISELED IN THE SOUTH SIDE, 4 FEET
 JG0721'EAST OF A FENCE LINE AND 5 FEET NORTHEAST OF A METAL POST
 JG0721'WITH A SIGN.
 JG0721'
 JG0721'REFERENCE MARK 1, A STANDARD DISK STAMPED LIME NO 1 1952, IS SET
 JG0721'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 JG0721'2 INCHES ABOVE THE GROUND, 40.5 FEET NORTH OF AND ABOUT 4 FEET
 JG0721'HIGHER THAN THE CENTER OF THE ROAD, 21 FEET NORTH OF A FENCE
 JG0721'LINE, AND ABOUT 1.5 FEET LOWER THAN THE STATION MARK.
 JG0721'
 JG0721'REFERENCE MARK 2, A STANDARD DISK STAMPED LIME NO 2 1952, IS SET
 JG0721'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1
 JG0721'INCH ABOVE THE GROUND.  IT IS 0.5 FEET EAST OF A NORTH-SOUTH
 JG0721'FENCE LINE.
 JG0721'
 JG0721'THE AZIMUTH MARK, A STANDARD DISK STAMPED LIME 1952, IS SET IN
 JG0721'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 JG0721'INCHES ABOVE THE GROUND.  IT IS 21 FEET NORTHEAST OF THE CENTERLINE
 JG0721'OF THE INTERSECTION, 4 FEET NORTH OF A STONE FENCE POST THAT
 JG0721'MARKS A 3-WAY CORNER, AND 3.5 FEET SOUTH OF A 4 X 4-INCH WITNESS
 JG0721'POST.
 JG0721
 JG0721                          STATION RECOVERY (1973)
 JG0721
 JG0721'RECOVERY NOTE BY US ENGINEERS 1973 (RRR)
 JG0721'STATION MARK LIME RECOVERED GOOD.
 JG0721'
 JG0721'RM NO. 1 AND RM NO. 2 RECOVERED GOOD.
 JG0721'
 JG0721'AZ MARK RECOVERED GOOD.
 JG0721'
 JG0721'DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES N. OF
 JG0721'WILSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1915 ***********************************************************************
 JE1915  DESIGNATION -  LINCOLN
 JE1915  PID         -  JE1915
 JE1915  STATE/COUNTY-  KS/LINN
 JE1915  USGS QUAD   -  BOICOURT (1973)
 JE1915
 JE1915                         *CURRENT SURVEY CONTROL
 JE1915  ___________________________________________________________________
 JE1915* NAD 83(1997)-  38 20 43.64519(N)    094 41 47.64675(W)     ADJUSTED  
 JE1915* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 JE1915  ___________________________________________________________________
 JE1915  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 JE1915  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JE1915
 JE1915  HORZ ORDER  -  SECOND
 JE1915
 JE1915.The horizontal coordinates were established by classical geodetic methods
 JE1915.and adjusted by the National Geodetic Survey in October 1998..
 JE1915
 JE1915.The orthometric height was scaled from a topographic map.
 JE1915
 JE1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1915
 JE1915.The geoid height was determined by GEOID03.
 JE1915
 JE1915;                    North         East     Units Scale Factor Converg.
 JE1915;SPC KS S     -   593,104.249   732,387.290   MT  0.99996373   +2 20 14.3
 JE1915;UTM  15      - 4,245,507.332   351,742.235   MT  0.99987070   -1 03 09.9
 JE1915
 JE1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1915!SPC KS S     -   0.99995730  x   0.99996373  =   0.99992103
 JE1915!UTM  15      -   0.99995730  x   0.99987070  =   0.99982801
 JE1915
 JE1915|---------------------------------------------------------------------|
 JE1915| PID    Reference Object                     Distance      Geod. Az  |
 JE1915|                                                           dddmmss.s |
 JE1915| CN7288 LINCOLN RM 3                         17.975 METERS 05806     |
 JE1915| JD1273 LINCOLN RM 1                         17.907 METERS 05812     |
 JE1915| CN7286 LINCOLN AZ MK 2                                    0910832.4 |
 JE1915| CN7285 LINCOLN AZ MK                                      0911753.0 |
 JE1915| CN7287 LINCOLN RM 2                         32.897 METERS 16628     |
 JE1915| JE1934 LA CYGNE MUNICIPAL TANK             APPROX. 5.7 KM 2692041.3 |
 JE1915|---------------------------------------------------------------------|
 JE1915
 JE1915                          SUPERSEDED SURVEY CONTROL
 JE1915
 JE1915  NAD 83(1986)-  38 20 43.65297(N)    094 41 47.64452(W) AD(       ) 2
 JE1915  NAD 27      -  38 20 43.57600(N)    094 41 46.80700(W) AD(       ) 2
 JE1915
 JE1915.Superseded values are not recommended for survey control.
 JE1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1915.See file dsdata.txt to determine how the superseded data were derived.
 JE1915
 JE1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC5174245507(NAD 83)
 JE1915_MARKER: DS = TRIANGULATION STATION DISK
 JE1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1915
 JE1915  HISTORY     - Date     Condition        Report By
 JE1915  HISTORY     - 1948     MONUMENTED       CGS
 JE1915  HISTORY     - 1969     GOOD             CGS
 JE1915  HISTORY     - 1969     GOOD             CGS
 JE1915
 JE1915                          STATION DESCRIPTION
 JE1915
 JE1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1915'THE STATION IS LOCATED ON A PROMINENT HILL ABOUT 3.5 MILES EAST
 JE1915'OF LA CYGNE, 0.1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 69
 JE1915'AND STATE HIGHWAY 35, 44 FEET EAST OF CENTER OF STATE HIGHWAY 35,
 JE1915'41 FEET NORTHEAST OF TWO BRACED TELEPHONE POLES, AND 4 FEET EAST
 JE1915'OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED LINCOLN
 JE1915'1948.
 JE1915'
 JE1915'REFERENCE MARK NO. 1 IS ABOUT 2 FEET BELOW THE ELEVATION OF THE
 JE1915'STATION.  IT PROJECTS 3 INCHES AND IS STAMPED LINCOLN NO 1 1948.
 JE1915'
 JE1915'REFERENCE MARK NO. 2 IS 18 FEET EAST OF A T FENCE INTERSECTION
 JE1915'AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE.  IT PROJECTS 2 INCHES
 JE1915'AND IS STAMPED LINCOLN NO 2 1948.
 JE1915'
 JE1915'AZIMUTH MARK IS ABOUT 100 YARDS WEST OF A FARM HOUSE, 27 FEET
 JE1915'SOUTH OF THE CENTER OF U.S. HIGHWAY 69, 4 FEET WEST OF A POWER
 JE1915'LINE POLE, 2 FEET WEST OF A WITNESS POST, AND 1.0 FOOT NORTH OF A
 JE1915'WOVEN WIRE FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED LINCOLN
 JE1915'1948.
 JE1915'
 JE1915'TO REACH THE STATION FROM THE MAIN INTERSECTION IN LA CYGNE, GO
 JE1915'EAST ON STATE HIGHWAY NO. 35 FOR 3.65 MILES TO A POINT WHERE THE
 JE1915'HIGHWAY CURVES TO THE NORTH AT THE TOP OF A GRADE.  THE STATION
 JE1915'IS ON THE RIGHT AS DESCRIBED.
 JE1915'
 JE1915'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 JE1915'HIGHWAY 35 FOR 0.1 MILE, TURN RIGHT ON U.S. HIGHWAY 69 AND GO
 JE1915'EAST FOR 0.9 MILE TO THE MARK ON THE RIGHT.
 JE1915'
 JE1915'A 74 FOOT SIGNAL AT FERGUSON 1934 IS VISIBLE AT 64 FEET.
 JE1915'
 JE1915'AN 87 FOOT SIGNAL AT PLEASANTON IS VISIBLE AT 15 FEET.
 JE1915'
 JE1915'A 74 FOOT SIGNAL AT DAVIS IS VISIBLE AT 15 FEET.
 JE1915'
 JE1915'A 74 FOOT SIGNAL AT MARIAS IS VISIBLE AT 10 FEET.
 JE1915'
 JE1915'A 74 FOOT SIGNAL AT BARNARD IS VISIBLE AT 64 FEET.
 JE1915'
 JE1915'A 4 FOOT SIGNAL AT BAR IS VISIBLE AT 4 FEET.
 JE1915'
 JE1915'AN 87 FOOT SIGNAL AT JINGO IS VISIBLE AT 4 FEET.
 JE1915'
 JE1915'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1915
 JE1915                          STATION RECOVERY (1969)
 JE1915
 JE1915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JE1915'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 JE1915'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 JE1915'MARK WERE FOUND DESTROYED.
 JE1915'
 JE1915'REFERENCE MARK NO. 3 AND AN AZIMUTH MARK WERE SET.  NO
 JE1915'OBSERVATIONS WAS TAKEN TO THE AZIMUTH MARK, A POLARIS OBSERVATION
 JE1915'WILL BE TAKEN AT A LATER DATE OR LA CYGNE, MUN. WATER TANK MIGHT
 JE1915'BE VISIBLE WHEN TREES ARE BARREN.
 JE1915'
 JE1915'FOLLOWING IS A NEW DESCRIPTION.
 JE1915'
 JE1915'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND
 JE1915'STATE HIGHWAY 135 ABOUT 5 MILES EAST OF LA CYGNE, GO WEST ON
 JE1915'STATE HIGHWAY 135 FOR 0.75 MILE TO A ROAD FORK, BEAR LEFT ABOUT
 JE1915'200 FEET, THEN GO SOUTHWEST ON STATE HIGHWAY 135 FOR 0.1 MILE
 JE1915'TO THE STATION ON THE LEFT.
 JE1915'
 JE1915'STATION MARK, A STANDARD DISK STAMPED LINCOLN 1948, IS SET IN THE
 JE1915'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 144
 JE1915'FEET SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER, 44 FEET
 JE1915'EAST OF THE CENTER OF STATE HIGHWAY 135, 41 FEET NORTHEAST OF A
 JE1915'TELEPHONE POLE, 17 FEET NORTH-NORTHEAST OF THE WEST END OF AN
 JE1915'OLD BILL BOARD, AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE
 JE1915'UNDERGROUND MARK WAS NOT INSPECTED.
 JE1915'
 JE1915'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LINCOLN NO. 2 1948,
 JE1915'IS SET IN THE OTP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 JE1915'INCHES.  IT IS 20 FEET EAST OF THE CENTER OF AN ENTRANCE LEADING
 JE1915'TO A STANDPIPE AND 1 FOOT NORTH OF A FENCE.
 JE1915'
 JE1915'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LINCOLN 1948 NO.
 JE1915'3 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JE1915'PROJECTS 4 INCHES.  IT IS 90 FEET SOUTHWEST OF THE POWERLINE POLE
 JE1915'WITH THE TRANSFORMER AND 79 FEET EAST OF THE CENTER OF STATE
 JE1915'HIGHWAY 135.
 JE1915'
 JE1915'AZIMUTH MARK, A STANDARD DISK STAMPED LINCOLN 1948 1969, IS SET
 JE1915'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 JE1915'IS 38 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 135, 8 FEET WEST
 JE1915'OF A PROJECTED CENTER OF A ROAD NORTH, 1.5 FEET NORTH OF A FENCE,
 JE1915'AND 1 FOOT WEST OF A METAL WITNESS POST.
 JE1915'
 JE1915'TO REACH THE AZI. MK. FROM THE JUNCTION OF U.S. HIGHWAY 69 AND
 JE1915'STATE HIGHWAY 135, GO EAST ON STATE HIGHWAY 135 FOR 0.15 MILE TO
 JE1915'A ROAD FORK.  KEEP LEFT AND CONTINUE EAST ON A SURFACED ROAD
 JE1915'FOR 0.25 MILE TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK ON
 JE1915'THE RIGHT.
 JE1915'
 JE1915'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 JE1915'MILES EAST OF LA CYGNE.
 JE1915
 JE1915                          STATION RECOVERY (1969)
 JE1915
 JE1915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 JE1915'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, AND
 JE1915'THE AZIMUTH MARK 1969 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JE1915'FOUND IN GOOD CONDITION.  OBSERVATIONS WERE MADE AT THE STATION
 JE1915'TO OBTAIN AN AZIMUTH TO THE NEW AZIMUTH MARK.  THE DIRECTION
 JE1915'BETWEEN THE LA CYGNE WATER TANK AND REFERENCE MARK NO. 2 CHECKED.
 JE1915'
 JE1915'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 JE1915'MILES EAST OF LA CYGNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0605 ***********************************************************************
 KG0605  DESIGNATION -  LINCOLN
 KG0605  PID         -  KG0605
 KG0605  STATE/COUNTY-  KS/LINCOLN
 KG0605  USGS QUAD   -  SHADY BEND (1963)
 KG0605
 KG0605                         *CURRENT SURVEY CONTROL
 KG0605  ___________________________________________________________________
 KG0605* NAD 83(1997)-  39 05 29.22113(N)    098 05 57.08148(W)     ADJUSTED  
 KG0605* NAVD 88     -       513.5    (meters)    1685.     (feet)  VERTCON   
 KG0605  ___________________________________________________________________
 KG0605  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 KG0605  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 KG0605
 KG0605  HORZ ORDER  -  FIRST
 KG0605
 KG0605.The horizontal coordinates were established by classical geodetic methods
 KG0605.and adjusted by the National Geodetic Survey in October 1998..
 KG0605
 KG0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0605
 KG0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0605
 KG0605.The geoid height was determined by GEOID03.
 KG0605
 KG0605;                    North         East     Units Scale Factor Converg.
 KG0605;SPC KS N     -    84,163.933   391,418.998   MT  0.99996069   -0 03 45.9
 KG0605;UTM  14      - 4,327,311.175   577,902.933   MT  0.99967473   +0 34 05.0
 KG0605
 KG0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0605!SPC KS N     -   0.99992371  x   0.99996069  =   0.99988440
 KG0605!UTM  14      -   0.99992371  x   0.99967473  =   0.99959846
 KG0605
 KG0605:                Primary Azimuth Mark                     Grid Az
 KG0605:SPC KS N     -  SCOTT                                    032 21 12.6
 KG0605:UTM  14      -  SCOTT                                    031 43 21.7
 KG0605
 KG0605|---------------------------------------------------------------------|
 KG0605| PID    Reference Object                     Distance      Geod. Az  |
 KG0605|                                                           dddmmss.s |
 KG0605| KG0603 SCOTT                               APPROX. 6.0 KM 0321726.7 |
 KG0605| CN9858 LINCOLN RM 3                         16.606 METERS 06600     |
 KG0605| CN9857 LINCOLN AZ MK                                      1252638.2 |
 KG0605| CN9859 LINCOLN RM 4                         14.948 METERS 19146     |
 KG0605| KG0610 LINCOLN MUNICIPAL TANK              APPROX. 6.8 KM 2140955.7 |
 KG0605|---------------------------------------------------------------------|
 KG0605
 KG0605                          SUPERSEDED SURVEY CONTROL
 KG0605
 KG0605  NAD 83(1986)-  39 05 29.23018(N)    098 05 57.08122(W) AD(       ) 1
 KG0605  NAD 27      -  39 05 29.21200(N)    098 05 55.90800(W) AD(       ) 1
 KG0605  NGVD 29 (07/19/86)  513.3    (m)         1684.     (f) VERT ANG       
 KG0605
 KG0605.Superseded values are not recommended for survey control.
 KG0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0605.See file dsdata.txt to determine how the superseded data were derived.
 KG0605
 KG0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7790327311(NAD 83)
 KG0605_MARKER: DS = TRIANGULATION STATION DISK
 KG0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0605
 KG0605  HISTORY     - Date     Condition        Report By
 KG0605  HISTORY     - 1891     MONUMENTED       CGS
 KG0605  HISTORY     - 1934     GOOD             CGS
 KG0605  HISTORY     - 1950     GOOD             CGS
 KG0605  HISTORY     - 1969     GOOD             CGS
 KG0605
 KG0605                          STATION DESCRIPTION
 KG0605
 KG0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (FDG)
 KG0605'ABOUT 7 MILES NORTHEAST OF LINCOLN, AND ABOUT 300 YARDS
 KG0605'WEST AND 40 YARDS NORTH OF THE SOUTHEAST CORNER OF SEC. 16,
 KG0605'T. 11 S., R. 7 W., ON LAND HELD (1891) BY A MORTGAGE AND
 KG0605'INVESTMENT COMPANY OF LINCOLN.  THE NEAREST HOUSE (1891) IS
 KG0605'ABOUT 1/2 MILE TO THE NORTHEAST AND IS OWNED AND OCCUPIED BY
 KG0605'MR. PARKS.  THE STATION IS IN PASTURE LAND, NO CULTIVATED LAND
 KG0605'BEING IN THE IMMEDIATE VICINITY.  BOTH UNDERGROUND AND STATION
 KG0605'MARKS ARE STANDARD BRONZE STATION TABLETS, SET IN CONCRETE
 KG0605'BLOCKS, THE FORMER 34 INCHES BELOW THE SURFACE AND THE LATTER
 KG0605'PROJECTING 4 INCHES ABOVE THE SURFACE.  TWO STANDARD BRONZE
 KG0605'REFERENCE TABLETS, SET IN STONE POSTS, ARE IN THE MERIDIAN,
 KG0605'3.075 METERS (10.09 FEET) NORTH AND 3.478 METERS (11.41
 KG0605'FEET) SOUTH OF THE STATION, RESPECTIVELY.
 KG0605
 KG0605                          STATION RECOVERY (1934)
 KG0605
 KG0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KG0605'STATION RECOVERED AS DESCRIBED.
 KG0605'
 KG0605'THE LAND ON WHICH THE STATION IS LOCATED IS NOW OWNED BY
 KG0605'CRAWFORD BROTHERS OF LINCOLN, KANSAS.
 KG0605'
 KG0605'THE SOUTH MARKER HAS BEEN BROKEN ABOUT 3 INCHES BELOW THE
 KG0605'SURFACE.
 KG0605
 KG0605                          STATION RECOVERY (1950)
 KG0605
 KG0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0605'THE STATION WAS RECOVERED AND IS IN GOOD CONDITION.  THE
 KG0605'REFERENCE POSTS HAVE BEEN DESTROYED.  AN AZIMUTH MARK,
 KG0605'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE ESTABLISHED
 KG0605'AS DESCRIBED BELOW.
 KG0605'
 KG0605'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KG0605'
 KG0605'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHEAST OF LINCOLN
 KG0605'AND 0.7 MILE WEST OF A NORTH-SOUTH ROAD ON THE HIGHEST POINT
 KG0605'OF HILL IN ROCKY PASTURE OWNED BY WOODY HERFORD RANCH.  IT
 KG0605'IS 130 FEET SOUTHEAST OF POINT WHERE TRACK ROAD TURNS NORTH
 KG0605'AND 69 FEET SOUTH OF THE CENTER OF TRACK ROAD.  IT IS STAMPED
 KG0605'LINCOLN 1891 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KG0605'
 KG0605'REFERENCE MARK NO. 3 IS ON THE SAME ELEVATION AS THE STATION,
 KG0605'43 FEET SOUTH OF THE CENTER OF TRACK ROAD.  IT IS STAMPED
 KG0605'LINCOLN NO 3 1950 AND PROJECTS 4 INCHES.
 KG0605'
 KG0605'REFERENCE MARK NO. 4 IS ON THE SAME ELEVATION AS THE STATION,
 KG0605'125 FEET SOUTH OF THE CENTER OF TRACK ROAD.  IT IS STAMPED
 KG0605'LINCOLN NO 4 1950 AND PROJECTS 2 INCHES.
 KG0605'
 KG0605'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK NO.
 KG0605'4 IS 92.16 FEET.
 KG0605'
 KG0605'THE AZIMUTH MARK IS 180 FEET SOUTH OF A T-FENCE INTERSECTION,
 KG0605'25 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD, 1.5 FEET
 KG0605'NORTHWEST OF WITNESS POST AND 1 FOOT WEST OF NORTH-SOUTH
 KG0605'FENCE LINE.  IT IS STAMPED LINCOLN 1950 AND PROJECTS 5 INCHES.
 KG0605'
 KG0605'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KG0605'14 AND 18 IN THE NORTHWEST PART OF LINCOLN, GO NORTH ON STATE
 KG0605'HIGHWAY 14 FOR 4.0 MILES TO CROSSROAD AT TWO MAIL BOXES ON
 KG0605'THE LEFT, TURN RIGHT AND GO EAST, NORTH AND EAST FOR 4.0 MILES
 KG0605'TO CROSSROAD, TURN RIGHT AND GO SOUTH FOR 1.05 MILES TO A WIRE
 KG0605'GATE ON THE RIGHT JUST SOUTH OF OLD CORRAL, TURN RIGHT THROUGH
 KG0605'WIRE GATE AND GO 0.75 MILE ON TRACK ROAD TO WHERE TRACK ROAD TURNS
 KG0605'NORTH WITH THE STATION JUST SOUTH OF THE TRACK ROAD AS
 KG0605'DESCRIBED.
 KG0605'
 KG0605'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON TRACK
 KG0605'ROAD TO WIRE GATE IN NORTH-SOUTH FENCE LINE, GO THROUGH
 KG0605'GATE AND TURN RIGHT ON GRADED ROAD FOR 0.8 MILE TO AZIMUTH
 KG0605'MARK ON THE LEFT AS DESCRIBED.
 KG0605'
 KG0605'OBSERVATIONS MADE FROM A 37 FOOT TOWER.
 KG0605
 KG0605                          STATION RECOVERY (1969)
 KG0605
 KG0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0605'THE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4 WERE
 KG0605'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KG0605'AZIMUTH MARK WAS RECOVERED BUT THE DISK IS GONE FROM THE CONCRETE
 KG0605'POST AND THE TOP OF THE POST HAS BEEN DAMAGED.  TRIANGULATION SCOTT
 KG0605'1950 CAN BE USED FOR A NATURAL AZIMUTH.
 KG0605'
 KG0605'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 18
 KG0605'AT THE NORTHWEST SIDE OF LINCOLN, GO NORTH ON STATE HIGHWAY 14 FOR
 KG0605'3.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST, NORTH, AND EAST
 KG0605'ON THE MAIN TRAVELED ROAD FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT
 KG0605'AND GO SOUTH ON A BLADED ROAD FOR 1.05 MILE TO A WIRE GATE ON THE
 KG0605'RIGHT.  PASS THROUGH THE GATE AND FOLLOW TRACK ROAD THROUGH
 KG0605'PASTURE FOR 0.75 MILE TO WHERE THE TRACK ROAD TURNS NORTH AND THE
 KG0605'STATION ON THE LEFT.
 KG0605'
 KG0605'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 KG0605'NORTHEAST OF LINCOLN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0742 ***********************************************************************
 KH0742  DESIGNATION -  LINCOLN
 KH0742  PID         -  KH0742
 KH0742  STATE/COUNTY-  KS/DECATUR
 KH0742  USGS QUAD   -  KANONA NE (1965)
 KH0742
 KH0742                         *CURRENT SURVEY CONTROL
 KH0742  ___________________________________________________________________
 KH0742* NAD 83(1997)-  39 53 09.42364(N)    100 16 48.09928(W)     ADJUSTED  
 KH0742* NAVD 88     -       792.     (meters)    2598.     (feet)  SCALED    
 KH0742  ___________________________________________________________________
 KH0742  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 KH0742  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 KH0742
 KH0742  HORZ ORDER  -  SECOND
 KH0742
 KH0742.The horizontal coordinates were established by classical geodetic methods
 KH0742.and adjusted by the National Geodetic Survey in October 1998..
 KH0742
 KH0742.The orthometric height was scaled from a topographic map.
 KH0742
 KH0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0742
 KH0742.The geoid height was determined by GEOID03.
 KH0742
 KH0742;                    North         East     Units Scale Factor Converg.
 KH0742;SPC KS N     -   174,821.289   204,993.165   MT  1.00001826   -1 26 33.4
 KH0742;UTM  14      - 4,415,883.067   390,554.033   MT  0.99974746   -0 49 15.3
 KH0742
 KH0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0742!SPC KS N     -   0.99987956  x   1.00001826  =   0.99989782
 KH0742!UTM  14      -   0.99987956  x   0.99974746  =   0.99962705
 KH0742
 KH0742|---------------------------------------------------------------------|
 KH0742| PID    Reference Object                     Distance      Geod. Az  |
 KH0742|                                                           dddmmss.s |
 KH0742| CN9861 LINCOLN RM 1                         20.640 METERS 11855     |
 KH0742| KH0722 NORCATUR MUNICIPAL TANK             APPROX. 9.3 KM 1240050.2 |
 KH0742| CN9862 LINCOLN RM 2                         17.416 METERS 23631     |
 KH0742| CN9860 LINCOLN AZ MK                                      3160820.5 |
 KH0742|---------------------------------------------------------------------|
 KH0742
 KH0742                          SUPERSEDED SURVEY CONTROL
 KH0742
 KH0742  NAD 83(1997)-  39 53 09.42469(N)    100 16 48.09947(W) AD(       ) 2
 KH0742  NAD 83(1986)-  39 53 09.42851(N)    100 16 48.10274(W) AD(       ) 2
 KH0742  NAD 27      -  39 53 09.41200(N)    100 16 46.60100(W) AD(       ) 2
 KH0742
 KH0742.Superseded values are not recommended for survey control.
 KH0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0742.See file dsdata.txt to determine how the superseded data were derived.
 KH0742
 KH0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK9055415883(NAD 83)
 KH0742_MARKER: DS = TRIANGULATION STATION DISK
 KH0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0742
 KH0742  HISTORY     - Date     Condition        Report By
 KH0742  HISTORY     - 1950     MONUMENTED       CGS
 KH0742  HISTORY     - 1964     POOR             USGS
 KH0742
 KH0742                          STATION DESCRIPTION
 KH0742
 KH0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0742'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF NORCATUR ON
 KH0742'THE HIGHEST POINT OF A NORTH-SOUTH RIDGE.  IT IS ABOUT 125.0
 KH0742'FEET EAST-NORTHEAST OF A TREE, ABOUT 125.0 FEET WEST-NORTHWEST
 KH0742'OF A TREE, 18.0 FEET NORTH OF THE CENTER OF A TRACK ROAD, 4.5
 KH0742'FEET SOUTH OF A FENCE AND 4.0 FEET SOUTH OF A WITNESS POST.
 KH0742'IT PROJECTS 6 INCHES AND IS STAMPED LINCOLN 1950.
 KH0742'
 KH0742'REFERENCE MARK NO. 1 IS 16.0 FEET SOUTH OF THE CENTER OF A TRACK
 KH0742'ROAD AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 5 INCHES AND
 KH0742'IS STAMPED LINCOLN NO 1 1950.
 KH0742'
 KH0742'REFERENCE MARK NO. 2 IS 16.0 FEET NORTH OF THE CENTER OF A TRACK
 KH0742'ROAD AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 6 INCHES
 KH0742'AND IS STAMPED LINCOLN NO 2 1950.
 KH0742'
 KH0742'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KH0742'IS 107.0 FEET.
 KH0742'
 KH0742'THE AZIMUTH MARK IS 100.0 FEET SOUTH OF A T FENCE CORNER, 31.0
 KH0742'FEET WEST OF THE CENTER OF A GRADED ROAD, 3.0 FEET SOUTH OF A
 KH0742'TELEPHONE POLE, 2.0 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT
 KH0742'EAST OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED LINCOLN
 KH0742'1950.
 KH0742'
 KH0742'TO REACH THE STATION FROM THE POST OFFICE IN NORCATUR, GO SOUTH
 KH0742'ON AN OILED ROAD FOR 0.5 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 KH0742'NO. 36.  HERE TURN RIGHT AND GO WEST ON U.S. HIGHWAY NO. 36
 KH0742'FOR 4.5 MILES TO A T ROAD RIGHT JUST AFTER CROSSING THE RAILROAD
 KH0742'TRACKS, HERE TURN RIGHT AND GO NORTH FOR 4.0 MILES ON A GRADED
 KH0742'ROAD TO A CROSSROAD ON THE LEFT, TURN LEFT AND GO WEST ON A
 KH0742'TRACK ROAD FOR 0.3 MILE TO THE TOP OF THE RIDGE AND THE STATION
 KH0742'ON THE RIGHT AS DESCRIBED.
 KH0742'
 KH0742'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A TRACK ROAD
 KH0742'FOR 0.3 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH ON A GRADED
 KH0742'ROAD FOR 0.25 MILE TO THE TOP OF A RISE AND THE AZIMUTH MARK
 KH0742'ON THE LEFT AS DESCRIBED.
 KH0742'
 KH0742'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KH0742
 KH0742                          STATION RECOVERY (1964)
 KH0742
 KH0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KH0742'STATION WAS FOUND DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0059 ***********************************************************************
 KG0059  DESIGNATION -  LINCOLN CENTER
 KG0059  PID         -  KG0059
 KG0059  STATE/COUNTY-  KS/LINCOLN
 KG0059  USGS QUAD   -  LINCOLN (1962)
 KG0059
 KG0059                         *CURRENT SURVEY CONTROL
 KG0059  ___________________________________________________________________
 KG0059* NAD 83(1986)-  39 02 18.     (N)    098 08 55.     (W)     SCALED    
 KG0059* NAVD 88     -       428.294  (meters)    1405.16   (feet)  ADJUSTED  
 KG0059  ___________________________________________________________________
 KG0059  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 KG0059  DYNAMIC HT  -         427.999 (meters)    1404.19  (feet)  COMP
 KG0059  MODELED GRAV-     979,925.1   (mgal)                       NAVD 88
 KG0059
 KG0059  VERT ORDER  -  SECOND    CLASS 0
 KG0059
 KG0059.The horizontal coordinates were scaled from a topographic map and have
 KG0059.an estimated accuracy of +/- 6 seconds.
 KG0059
 KG0059.The orthometric height was determined by differential leveling
 KG0059.and adjusted by the National Geodetic Survey in June 1991..
 KG0059
 KG0059.The geoid height was determined by GEOID03.
 KG0059
 KG0059.The dynamic height is computed by dividing the NAVD 88
 KG0059.geopotential number by the normal gravity value computed on the
 KG0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0059.degrees latitude (g = 980.6199 gals.).
 KG0059
 KG0059.The modeled gravity was interpolated from observed gravity values.
 KG0059
 KG0059;                    North         East    Units  Estimated Accuracy
 KG0059;SPC KS N     -    78,270.      387,130.      MT  (+/- 180 meters Scaled)
 KG0059
 KG0059                          SUPERSEDED SURVEY CONTROL
 KG0059
 KG0059  NGVD 29 (??/??/92)  428.137  (m)         1404.65   (f) ADJ UNCH    2 0
 KG0059
 KG0059.Superseded values are not recommended for survey control.
 KG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0059.See file dsdata.txt to determine how the superseded data were derived.
 KG0059
 KG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ736213(NAD 83)
 KG0059_MARKER: DB = BENCH MARK DISK
 KG0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0059_SP_SET: WINDOW SILL
 KG0059_STAMPING: LINCOLN CENTER 1934
 KG0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0059
 KG0059  HISTORY     - Date     Condition        Report By
 KG0059  HISTORY     - 1934     MONUMENTED       CGS
 KG0059
 KG0059                          STATION DESCRIPTION
 KG0059
 KG0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0059'AT LINCOLN.
 KG0059'AT LINCOLN, LINCOLN COUNTY, AT THE CITY HALL, 8 FEET WEST OF THE
 KG0059'CENTER LINE OF THE MAIN ENTRANCE, 12 FEET EAST OF THE NORTHWEST
 KG0059'CORNER OF THE BUILDING, IN THE CENTER OF THE FIRST STONE WINDOW
 KG0059'SILL NEAR THE ENTRANCE, AND 2-1/2 FEET ABOVE GROUND.  A STANDARD
 KG0059'DISK, STAMPED LINCOLN CENTER 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0608 ***********************************************************************
 KG0608  DESIGNATION -  LINCOLN CO CTHSE CLOCK TOWER
 KG0608  PID         -  KG0608
 KG0608  STATE/COUNTY-  KS/LINCOLN
 KG0608  USGS QUAD   -  LINCOLN (1962)
 KG0608
 KG0608                         *CURRENT SURVEY CONTROL
 KG0608  ___________________________________________________________________
 KG0608* NAD 83(1997)-  39 02 26.39944(N)    098 08 42.80343(W)     ADJUSTED  
 KG0608* NAVD 88     -                                                        
 KG0608  ___________________________________________________________________
 KG0608  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 KG0608  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 KG0608
 KG0608  HORZ ORDER  -  THIRD
 KG0608
 KG0608.The horizontal coordinates were established by classical geodetic methods
 KG0608.and adjusted by the National Geodetic Survey in October 1998..
 KG0608
 KG0608
 KG0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0608
 KG0608.The geoid height was determined by GEOID03.
 KG0608
 KG0608;                    North         East     Units Scale Factor Converg.
 KG0608;SPC KS N     -    78,531.676   387,427.507   MT  0.99996354   -0 05 30.8
 KG0608;UTM  14      - 4,321,636.985   573,974.810   MT  0.99966738   +0 32 18.3
 KG0608
 KG0608                          SUPERSEDED SURVEY CONTROL
 KG0608
 KG0608  NAD 83(1986)-  39 02 26.40863(N)    098 08 42.80266(W) AD(       ) 4
 KG0608  NAD 27      -  39 02 26.38000(N)    098 08 41.62000(W) AD(       ) 3
 KG0608
 KG0608.Superseded values are not recommended for survey control.
 KG0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0608.See file dsdata.txt to determine how the superseded data were derived.
 KG0608
 KG0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7397521637(NAD 83)
 KG0608_MARKER: 55 = TOWER
 KG0608
 KG0608  HISTORY     - Date     Condition        Report By
 KG0608  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0608
 KG0608                          STATION DESCRIPTION
 KG0608
 KG0608'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0610 ***********************************************************************
 KG0610  DESIGNATION -  LINCOLN MUNICIPAL TANK
 KG0610  PID         -  KG0610
 KG0610  STATE/COUNTY-  KS/LINCOLN
 KG0610  USGS QUAD   -  LINCOLN (1962)
 KG0610
 KG0610                         *CURRENT SURVEY CONTROL
 KG0610  ___________________________________________________________________
 KG0610* NAD 83(1997)-  39 02 25.41274(N)    098 08 37.02559(W)     ADJUSTED  
 KG0610* NAVD 88     -                                                        
 KG0610  ___________________________________________________________________
 KG0610  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 KG0610  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 KG0610
 KG0610  HORZ ORDER  -  THIRD
 KG0610
 KG0610.The horizontal coordinates were established by classical geodetic methods
 KG0610.and adjusted by the National Geodetic Survey in October 1998..
 KG0610
 KG0610
 KG0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0610
 KG0610.The geoid height was determined by GEOID03.
 KG0610
 KG0610;                    North         East     Units Scale Factor Converg.
 KG0610;SPC KS N     -    78,501.028   387,566.405   MT  0.99996355   -0 05 27.1
 KG0610;UTM  14      - 4,321,607.875   574,113.996   MT  0.99966763   +0 32 22.0
 KG0610
 KG0610                          SUPERSEDED SURVEY CONTROL
 KG0610
 KG0610  NAD 83(1986)-  39 02 25.42166(N)    098 08 37.02496(W) AD(       ) 4
 KG0610  NAD 27      -  39 02 25.39900(N)    098 08 35.83900(W) AD(       ) 3
 KG0610
 KG0610.Superseded values are not recommended for survey control.
 KG0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0610.See file dsdata.txt to determine how the superseded data were derived.
 KG0610
 KG0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7411421608(NAD 83)
 KG0610_MARKER: 53 = ELEVATED TANK
 KG0610
 KG0610  HISTORY     - Date     Condition        Report By
 KG0610  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0610
 KG0610                          STATION DESCRIPTION
 KG0610
 KG0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0610'LOCATED ABOUT 2 BLOCKS EAST OF THE CENTER OF TOWN AND 1 BLOCK
 KG0610'EAST OF THE COURT HOUSE ON THE NORTH SIDE OF STATE ROUTE NO. 18.
 KG0610'IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH WITH THE
 KG0610'LETTERING LINCOLN ON THE EAST AND WEST SIDES OF THE TANK.
 KG0610'POINT OBSERVED UPON, FINIAL ON THE APEX OF THE TANK ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1450 ***********************************************************************
 JF1450  DESIGNATION -  LINCOLNVILLE
 JF1450  PID         -  JF1450
 JF1450  STATE/COUNTY-  KS/MARION
 JF1450  USGS QUAD   -  LINCOLNVILLE NE (1970)
 JF1450
 JF1450                         *CURRENT SURVEY CONTROL
 JF1450  ___________________________________________________________________
 JF1450* NAD 83(1997)-  38 29 18.94982(N)    096 52 29.48310(W)     ADJUSTED  
 JF1450* NAVD 88     -       451.     (meters)    1480.     (feet)  SCALED    
 JF1450  ___________________________________________________________________
 JF1450  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 JF1450  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 JF1450
 JF1450  HORZ ORDER  -  SECOND
 JF1450
 JF1450.The horizontal coordinates were established by classical geodetic methods
 JF1450.and adjusted by the National Geodetic Survey in October 1998..
 JF1450
 JF1450.The orthometric height was scaled from a topographic map.
 JF1450
 JF1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1450
 JF1450.The geoid height was determined by GEOID03.
 JF1450
 JF1450;                    North         East     Units Scale Factor Converg.
 JF1450;SPC KS S     -   603,448.077   541,778.881   MT  0.99998549   +0 59 55.3
 JF1450;SPC KS N     -    17,845.911   498,166.715   MT  1.00004463   +0 42 42.8
 JF1450;UTM  14      - 4,262,167.954   685,346.888   MT  1.00002308   +1 19 22.7
 JF1450
 JF1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1450!SPC KS S     -   0.99993382  x   0.99998549  =   0.99991931
 JF1450!SPC KS N     -   0.99993382  x   1.00004463  =   0.99997845
 JF1450!UTM  14      -   0.99993382  x   1.00002308  =   0.99995690
 JF1450
 JF1450:                Primary Azimuth Mark                     Grid Az
 JF1450:SPC KS S     -  IMMANUEL EVAN LUTH CH SPIRE              154 15 50.0
 JF1450:SPC KS N     -  IMMANUEL EVAN LUTH CH SPIRE              154 33 02.5
 JF1450:UTM  14      -  IMMANUEL EVAN LUTH CH SPIRE              153 56 22.6
 JF1450
 JF1450|---------------------------------------------------------------------|
 JF1450| PID    Reference Object                     Distance      Geod. Az  |
 JF1450|                                                           dddmmss.s |
 JF1450| JF1453 IMMANUEL EVAN LUTH CH SPIRE         APPROX.15.3 KM 1551545.3 |
 JF1450| CL4765 LINCOLNVILLE RM 1                    12.454 METERS 17800     |
 JF1450| CL4764 LINCOLNVILLE AZ MK                                 1805350.4 |
 JF1450| CL4766 LINCOLNVILLE RM 2                    10.997 METERS 27034     |
 JF1450|---------------------------------------------------------------------|
 JF1450
 JF1450                          SUPERSEDED SURVEY CONTROL
 JF1450
 JF1450  NAD 83(1986)-  38 29 18.95978(N)    096 52 29.48196(W) AD(       ) 2
 JF1450  NAD 27      -  38 29 18.91001(N)    096 52 28.42819(W) AD(       ) 2
 JF1450
 JF1450.Superseded values are not recommended for survey control.
 JF1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1450.See file dsdata.txt to determine how the superseded data were derived.
 JF1450
 JF1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH8534762168(NAD 83)
 JF1450_MARKER: DS = TRIANGULATION STATION DISK
 JF1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1450
 JF1450  HISTORY     - Date     Condition        Report By
 JF1450  HISTORY     - 1956     MONUMENTED       CGS
 JF1450  HISTORY     - 1968     GOOD             CGS
 JF1450
 JF1450                          STATION DESCRIPTION
 JF1450
 JF1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1450'THE STATION IS LOCATED ABOUT 5 MILES EAST OF LINCOLNVILLE AND
 JF1450'5 MILES SOUTH OF BURDICK, ON THE EAST RIGHT-OF-WAY OF A
 JF1450'NORTH-SOUTH SECTION LINE ROAD.  IT IS 19 FEET EAST OF THE
 JF1450'CENTERLINE OF THE SECTION LINE ROAD, 6 FEET SOUTH OF A WHITE
 JF1450'WITNESS POST AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.  THE
 JF1450'MARK IS FLUSH AND THE DISK IS STAMPED LINCOLNVILLE 1956.
 JF1450'
 JF1450'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLNVILLE, GO
 JF1450'EAST ON THE MAIN STREET FOR 0.2 MILE TO JUNCTION WITH U.S.
 JF1450'HIGHWAY 77.  CROSS HIGHWAY, AND CONTINUE EAST ON GRAVELED ROAD
 JF1450'FOR 4.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON LITTLE
 JF1450'USED SECTION LINE ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT
 JF1450'AS DESCRIBED.
 JF1450'
 JF1450'REFERENCE MARK 1 IS 46 FEET SOUTH OF THE WHITE WITNESS POST,
 JF1450'20 FEET EAST OF THE CENTERLINE OF THE SECTION LINE ROAD AND
 JF1450'1 FOOT WEST OF THE NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH
 JF1450'AND THE DISK IS STAMPED LINCOLNVILLE NO 1 1956.
 JF1450'
 JF1450'REFERENCE MARK 2 IS 39 FEET WEST OF THE WHITE WITNESS POST, 20
 JF1450'FEET WEST OF THE CENTERLINE OF THE SECTION LINE ROAD AND 1 FOOT
 JF1450'EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH AND THE
 JF1450'DISK IS STAMPED LINCOLNVILLE NO 2 1956.
 JF1450'
 JF1450'THE AZIMUTH MARK IS 15 FEET WEST OF THE CENTERLINE OF THE SECTION
 JF1450'LINE ROAD, 3 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 JF1450'OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES
 JF1450'AND THE DISK IS STAMPED LINCOLNVILLE 1956.
 JF1450'
 JF1450'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON SECTION
 JF1450'LINE ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 JF1450'
 JF1450'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1450
 JF1450                          STATION RECOVERY (1968)
 JF1450
 JF1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1450'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1450'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JF1450'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1450'FOR RECOVERY.
 JF1450'
 JF1450'A METAL WITNESS POST WAS SET 1.5 FEET EAST OF THE STATION MARK.
 JF1450'
 JF1450'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 JF1450'
 JF1450'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 JF1450'EAST OF LINCOLNVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1544 ***********************************************************************
 JF1544  DESIGNATION -  LINDSBORG ATT MICROWAVE
 JF1544  PID         -  JF1544
 JF1544  STATE/COUNTY-  KS/MCPHERSON
 JF1544  USGS QUAD   -  GALVA (1985)
 JF1544
 JF1544                         *CURRENT SURVEY CONTROL
 JF1544  ___________________________________________________________________
 JF1544* NAD 83(1997)-  38 28 15.15634(N)    097 36 38.79180(W)     ADJUSTED  
 JF1544* NAVD 88     -                                                        
 JF1544  ___________________________________________________________________
 JF1544  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 JF1544  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF1544
 JF1544  HORZ ORDER  -  THIRD
 JF1544
 JF1544.The horizontal coordinates were established by classical geodetic methods
 JF1544.and adjusted by the National Geodetic Survey in October 1998..
 JF1544
 JF1544
 JF1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1544
 JF1544.The geoid height was determined by GEOID03.
 JF1544
 JF1544;                    North         East     Units Scale Factor Converg.
 JF1544;SPC KS S     -   600,615.417   477,598.199   MT  0.99998246   +0 32 47.2
 JF1544;UTM  14      - 4,258,975.993   621,188.895   MT  0.99978087   +0 51 51.7
 JF1544
 JF1544                          SUPERSEDED SURVEY CONTROL
 JF1544
 JF1544  NAD 83(1986)-  38 28 15.16653(N)    097 36 38.79291(W) AD(       ) 4
 JF1544  NAD 27      -  38 28 15.14216(N)    097 36 37.65148(W) AD(       ) 3
 JF1544
 JF1544.Superseded values are not recommended for survey control.
 JF1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1544.See file dsdata.txt to determine how the superseded data were derived.
 JF1544
 JF1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2118958976(NAD 83)
 JF1544_MARKER: 44 = MICROWAVE MAST
 JF1544
 JF1544  HISTORY     - Date     Condition        Report By
 JF1544  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1544
 JF1544                          STATION DESCRIPTION
 JF1544
 JF1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1544'THE STATION IS THE RED LIGHT ON TOP OF THE AMERICAN TELEPHONE
 JF1544'AND TELEGRAPH COMPANY MICROWAVE MAST KAE 28 THAT IS LOCATED
 JF1544'8-1/2 MILES SOUTH OF LINDSBORG, 6 MILES NORTH OF MC PHERSON
 JF1544'AND 1/2 MILE EAST OF INTERSTATE HIGHWAY I 35.  IT IS A 4
 JF1544'LEGGED STEEL TOWER WITH 4 LARGE SCREENS ON EACH CORNER OF
 JF1544'THE TOP OF THE TOWER, PAINTED ALTERNATE SECTION OF RED AND
 JF1544'WHITE AND IS 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1622 ***********************************************************************
 JF1622  DESIGNATION -  LINDSBORG BETHANY LUTH CHURCH
 JF1622  PID         -  JF1622
 JF1622  STATE/COUNTY-  KS/MCPHERSON
 JF1622  USGS QUAD   -  LINDSBORG (1979)
 JF1622
 JF1622                         *CURRENT SURVEY CONTROL
 JF1622  ___________________________________________________________________
 JF1622* NAD 83(1997)-  38 34 37.66411(N)    097 40 32.16203(W)     ADJUSTED  
 JF1622* NAVD 88     -                                                        
 JF1622  ___________________________________________________________________
 JF1622  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 JF1622  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 JF1622
 JF1622  HORZ ORDER  -  THIRD
 JF1622
 JF1622.The horizontal coordinates were established by classical geodetic methods
 JF1622.and adjusted by the National Geodetic Survey in October 1998..
 JF1622
 JF1622
 JF1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1622
 JF1622.The geoid height was determined by GEOID03.
 JF1622
 JF1622;                    North         East     Units Scale Factor Converg.
 JF1622;SPC KS S     -   612,357.547   471,837.104   MT  1.00000209   +0 30 23.8
 JF1622;UTM  14      - 4,270,683.330   615,363.868   MT  0.99976389   +0 49 33.4
 JF1622
 JF1622                          SUPERSEDED SURVEY CONTROL
 JF1622
 JF1622  NAD 83(1986)-  38 34 37.67423(N)    097 40 32.16296(W) AD(       ) 4
 JF1622  NAD 27      -  38 34 37.64938(N)    097 40 31.02118(W) AD(       ) 3
 JF1622
 JF1622.Superseded values are not recommended for survey control.
 JF1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1622.See file dsdata.txt to determine how the superseded data were derived.
 JF1622
 JF1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1536470683(NAD 83)
 JF1622_MARKER: 91 = CHURCH CROSS
 JF1622
 JF1622  HISTORY     - Date     Condition        Report By
 JF1622  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1622
 JF1622                          STATION DESCRIPTION
 JF1622
 JF1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1622'THE STATION IS THE CROSS THAT IS ON TOP OF THE STEEPLE OF THE
 JF1622'LINDSBORG BETHANY LUTHERAN CHURCH AT THE WEST END WHICH IS
 JF1622'LOCATED IN THE BLOCK BETWEEN SALINE AND EAST OLSON STREETS ON
 JF1622'THE EAST SIDE OF MAIN STREET.  IT IS PAINTED SILVER AND IS ABOUT
 JF1622'100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1549 ***********************************************************************
 JF1549  DESIGNATION -  LINDSBORG KANS PWR AND LT MAST
 JF1549  PID         -  JF1549
 JF1549  STATE/COUNTY-  KS/MCPHERSON
 JF1549  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF1549
 JF1549                         *CURRENT SURVEY CONTROL
 JF1549  ___________________________________________________________________
 JF1549* NAD 83(1997)-  38 28 17.31751(N)    097 38 51.33571(W)     ADJUSTED  
 JF1549* NAVD 88     -                                                        
 JF1549  ___________________________________________________________________
 JF1549  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 JF1549  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 JF1549
 JF1549  HORZ ORDER  -  THIRD
 JF1549
 JF1549.The horizontal coordinates were established by classical geodetic methods
 JF1549.and adjusted by the National Geodetic Survey in October 1998..
 JF1549
 JF1549
 JF1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1549
 JF1549.The geoid height was determined by GEOID03.
 JF1549
 JF1549;                    North         East     Units Scale Factor Converg.
 JF1549;SPC KS S     -   600,652.044   474,384.779   MT  0.99998256   +0 31 25.8
 JF1549;UTM  14      - 4,258,994.793   617,975.984   MT  0.99977140   +0 50 29.3
 JF1549
 JF1549                          SUPERSEDED SURVEY CONTROL
 JF1549
 JF1549  NAD 83(1986)-  38 28 17.32770(N)    097 38 51.33689(W) AD(       ) 4
 JF1549  NAD 27      -  38 28 17.30076(N)    097 38 50.19100(W) AD(       ) 3
 JF1549
 JF1549.Superseded values are not recommended for survey control.
 JF1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1549.See file dsdata.txt to determine how the superseded data were derived.
 JF1549
 JF1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1797658995(NAD 83)
 JF1549_MARKER: 44 = MICROWAVE MAST
 JF1549
 JF1549  HISTORY     - Date     Condition        Report By
 JF1549  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1549
 JF1549                          STATION DESCRIPTION
 JF1549
 JF1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1549'THE STATION IS THE RED LIGHT ON TOP OF THE LINDSBORG KANSAS
 JF1549'POWER AND LIGHT COMPANY MICROWAVE MAST LOCATED ABOUT 9 MILES
 JF1549'SOUTH AND 1 MILE EAST OF LINDSBORG.  IT IS A STEEL MAST
 JF1549'WITH TWO SCREENS ON THE TOP, PAINTED IN ALTERNATE SECTIONS
 JF1549'OF RED AND WHITE, AND IS 250 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1619 ***********************************************************************
 JF1619  DESIGNATION -  LINDSBORG MICH WISC PIPE MAST
 JF1619  PID         -  JF1619
 JF1619  STATE/COUNTY-  KS/MCPHERSON
 JF1619  USGS QUAD   -  LINDSBORG SE (1979)
 JF1619
 JF1619                         *CURRENT SURVEY CONTROL
 JF1619  ___________________________________________________________________
 JF1619* NAD 83(1997)-  38 33 02.10693(N)    097 33 04.22412(W)     ADJUSTED  
 JF1619* NAVD 88     -                                                        
 JF1619  ___________________________________________________________________
 JF1619  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 JF1619  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 JF1619
 JF1619  HORZ ORDER  -  THIRD
 JF1619
 JF1619.The horizontal coordinates were established by classical geodetic methods
 JF1619.and adjusted by the National Geodetic Survey in October 1998..
 JF1619
 JF1619
 JF1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1619
 JF1619.The geoid height was determined by GEOID03.
 JF1619
 JF1619;                    North         East     Units Scale Factor Converg.
 JF1619;SPC KS S     -   609,514.269   482,709.165   MT  0.99999686   +0 34 59.1
 JF1619;UTM  14      - 4,267,901.361   626,249.231   MT  0.99979628   +0 54 10.9
 JF1619
 JF1619                          SUPERSEDED SURVEY CONTROL
 JF1619
 JF1619  NAD 83(1986)-  38 33 02.11708(N)    097 33 04.22545(W) AD(       ) 4
 JF1619  NAD 27      -  38 33 02.09383(N)    097 33 03.09919(W) AD(       ) 3
 JF1619
 JF1619.Superseded values are not recommended for survey control.
 JF1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1619.See file dsdata.txt to determine how the superseded data were derived.
 JF1619
 JF1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2624967901(NAD 83)
 JF1619_MARKER: 43 = RADIO/TV TOWER
 JF1619
 JF1619  HISTORY     - Date     Condition        Report By
 JF1619  HISTORY     - 1961     FIRST OBSERVED   CGS
 JF1619
 JF1619                          STATION DESCRIPTION
 JF1619
 JF1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WH)
 JF1619'SITUATED 2 MILES SOUTH AND 6-1/2 MILES EAST OF LINDSBORG, 6-1/2
 JF1619'MILES WEST FROM ROXBURY, AT THE SOUTH SIDE OF A COUNTY ROAD
 JF1619'NUMBERED 429, WITHIN A FENCE ENCLOSURE, A STRUCTURAL STEEL TOWER
 JF1619'ABOUT 100 FEET HIGH, USED FOR COMMUNICATION PURPOSED BY THE
 JF1619'MICHIGAN, WISCONSIN PIPE LINE COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1620 ***********************************************************************
 JF1620  DESIGNATION -  LINDSBORG MUN TANK
 JF1620  PID         -  JF1620
 JF1620  STATE/COUNTY-  KS/MCPHERSON
 JF1620  USGS QUAD   -  LINDSBORG (1979)
 JF1620
 JF1620                         *CURRENT SURVEY CONTROL
 JF1620  ___________________________________________________________________
 JF1620* NAD 83(1997)-  38 34 48.90459(N)    097 40 35.09704(W)     ADJUSTED  
 JF1620* NAVD 88     -                                                        
 JF1620  ___________________________________________________________________
 JF1620  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 JF1620  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 JF1620
 JF1620  HORZ ORDER  -  THIRD
 JF1620
 JF1620.The horizontal coordinates were established by classical geodetic methods
 JF1620.and adjusted by the National Geodetic Survey in October 1998..
 JF1620
 JF1620
 JF1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1620
 JF1620.The geoid height was determined by GEOID03.
 JF1620
 JF1620;                    North         East     Units Scale Factor Converg.
 JF1620;SPC KS S     -   612,703.511   471,763.001   MT  1.00000271   +0 30 22.0
 JF1620;UTM  14      - 4,271,028.793   615,287.856   MT  0.99976368   +0 49 31.8
 JF1620
 JF1620                          SUPERSEDED SURVEY CONTROL
 JF1620
 JF1620  NAD 83(1986)-  38 34 48.91480(N)    097 40 35.09794(W) AD(       ) 4
 JF1620  NAD 27      -  38 34 48.88898(N)    097 40 33.95847(W) AD(       ) 3
 JF1620
 JF1620.Superseded values are not recommended for survey control.
 JF1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1620.See file dsdata.txt to determine how the superseded data were derived.
 JF1620
 JF1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1528871029(NAD 83)
 JF1620_MARKER: 53 = ELEVATED TANK
 JF1620
 JF1620  HISTORY     - Date     Condition        Report By
 JF1620  HISTORY     - 1961     FIRST OBSERVED   CGS
 JF1620  HISTORY     - 1970     GOOD             NGS
 JF1620
 JF1620                          STATION DESCRIPTION
 JF1620
 JF1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF1620'THE RED LIGHT ON THE PEAK OF THE ROOF OF THE MUNICIPAL WATER
 JF1620'TANK IN LINDSBORG.  AN OVAL TANK 40 FEET IN DIAMETER, STANDING
 JF1620'130 FEET HIGH ON FIVE STRUCTURAL STEEL LEGS ON THE NORTHWEST
 JF1620'CORNER OF N. MAIN ST. AND E. SWENSON ST. IN THE NORTHWEST
 JF1620'PART OF THE CITY OF LINDSBORG.
 JF1620
 JF1620                          STATION RECOVERY (1970)
 JF1620
 JF1620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1620'THE STATION WAS RECOVERED AS DESCRIBED BY W.W. HUSEMEYER
 JF1620'IN 1961 AND WAS FOUND IN GOOD CONDITION.
 JF1620'
 JF1620'THE NAME OF THIS STATION WAS CARRIED ON PUBLISHED FIELD
 JF1620'DATA AS FOLLOWS- LINSBORG, MUNICIPAL WATER TANK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0885 ***********************************************************************
 KF0885  DESIGNATION -  LINDSEY 2
 KF0885  PID         -  KF0885
 KF0885  STATE/COUNTY-  KS/OTTAWA
 KF0885  USGS QUAD   -  MINNEAPOLIS SOUTH (1980)
 KF0885
 KF0885                         *CURRENT SURVEY CONTROL
 KF0885  ___________________________________________________________________
 KF0885* NAD 83(1997)-  39 06 21.17954(N)    097 39 09.09348(W)     ADJUSTED  
 KF0885* NAVD 88     -       399.57   (meters)    1310.9    (feet)  RESET     
 KF0885  ___________________________________________________________________
 KF0885  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 KF0885  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 KF0885
 KF0885  HORZ ORDER  -  THIRD
 KF0885  VERT ORDER  -  THIRD
 KF0885
 KF0885.The horizontal coordinates were established by classical geodetic methods
 KF0885.and adjusted by the National Geodetic Survey in October 1998..
 KF0885.No horizontal observational check was made to the station.
 KF0885
 KF0885.The orthometric height was computed from unverified reset data.
 KF0885
 KF0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0885
 KF0885.The geoid height was determined by GEOID03.
 KF0885
 KF0885;                    North         East     Units Scale Factor Converg.
 KF0885;SPC KS N     -    85,819.133   430,054.237   MT  0.99996003   +0 13 11.5
 KF0885;UTM  14      - 4,329,390.894   616,508.256   MT  0.99976714   +0 51 00.1
 KF0885
 KF0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0885!SPC KS N     -   0.99994161  x   0.99996003  =   0.99990164
 KF0885!UTM  14      -   0.99994161  x   0.99976714  =   0.99970876
 KF0885
 KF0885|---------------------------------------------------------------------|
 KF0885| PID    Reference Object                     Distance      Geod. Az  |
 KF0885|                                                           dddmmss.s |
 KF0885| KF0485 LINDSEY                              75.840 METERS 09035     |
 KF0885| KF0487 LINDSEY AZ MK                                      1163019.7 |
 KF0885| CN9868 LINDSEY 2 RM 3                       12.895 METERS 14102     |
 KF0885| KF0890 MINNEAPOLIS MUN STANDPIPE           APPROX. 5.0 KM 3002115.7 |
 KF0885| CN9867 LINDSEY 2 RM 4                       14.694 METERS 31734     |
 KF0885|---------------------------------------------------------------------|
 KF0885
 KF0885                          SUPERSEDED SURVEY CONTROL
 KF0885
 KF0885  NAD 83(1986)-  39 06 21.18861(N)    097 39 09.09287(W) AD(       ) 3
 KF0885  NAD 27      -  39 06 21.19078(N)    097 39 07.96904(W) AD(       ) 3
 KF0885  NGVD 29 (07/19/86)  399.46   (m)         1310.6    (f) LEVELING    3  
 KF0885
 KF0885.Superseded values are not recommended for survey control.
 KF0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0885.See file dsdata.txt to determine how the superseded data were derived.
 KF0885
 KF0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1650829391(NAD 83)
 KF0885_MARKER: DS = TRIANGULATION STATION DISK
 KF0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF0885_STAMPING: LINDSEY 2 1970
 KF0885_MARK LOGO: NGS   
 KF0885_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0885+STABILITY: SURFACE MOTION
 KF0885
 KF0885  HISTORY     - Date     Condition        Report By
 KF0885  HISTORY     - 1970     MONUMENTED       NGS
 KF0885  HISTORY     - 1989     GOOD             KSDT
 KF0885  HISTORY     - 19890301 GOOD             KSDT
 KF0885
 KF0885                          STATION DESCRIPTION
 KF0885
 KF0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KF0885'THE STATION IS ABOUT 3 MILES SOUTHEAST OF MINNEAPOLIS, 2 MILES
 KF0885'EAST-NORTHEAST OF LINDSEY, AND ON THE WEST RIGHT-OF-WAY OF U.S.
 KF0885'HIGHWAY 81.
 KF0885'
 KF0885'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 KF0885'STATE HIGHWAY 106 WHICH IS ABOUT 2-1/2 MILES SOUTHEAST OF
 KF0885'MINNEAPOLIS, GO SOUTH ON U.S. HIGHWAY 81 FOR 1.1 MILE TO THE
 KF0885'STATION ON THE RIGHT.  (CONTINUE SOUTH ON U.S. HIGHWAY 81 FOR 0.3
 KF0885'MILE TO STATE HIGHWAY 106.  TURN LEFT AND GO EAST ON STATE
 KF0885'HIGHWAY 106 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 KF0885'
 KF0885'STATION MARKS ARE STANDARD DISK STAMPED LINDSEY 2 1970.  THE
 KF0885'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 KF0885'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 488 FEET WEST
 KF0885'OF THE PROPOSED CENTER OF NEW U.S. HIGHWAY 81, 117 FEET WEST OF
 KF0885'THE CENTER OF OLD U.S. HIGHWAY 81, 43.75 FEET NORTH OF A JOG IN
 KF0885'THE RIGHT-OF-WAY FENCE, 2 FEET EAST OF A FENCE, AND 1 FOOT SOUTH
 KF0885'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 KF0885'TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 KF0885'SURFACE OF THE GROUND.
 KF0885'
 KF0885'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LINDSEY 2 NO. 3
 KF0885'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 KF0885'WITH THE SURFACE OF THE GROUND.  IT IS 117 FEET WEST OF THE CENTER
 KF0885'OF U.S. HIGHWAY 81, 1 FOOT NORTH OF THE JOG IN THE FENCE, AND 0.5
 KF0885'FEET EAST OF THE FENCE.
 KF0885'
 KF0885'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED LINDSEY 2 NO. 4
 KF0885'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 KF0885'WITH THE SURFACE OF THE GROUND.  IT IS 117 FEET WEST OF THE CENTER
 KF0885'OF U.S. HIGHWAY 81 AND 0.5 FEET EAST OF THE FENCE.
 KF0885'
 KF0885'AZIMUTH MARK, A STANDARD DISK STAMPED LINDSEY 1950, IS SET IN THE
 KF0885'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 KF0885'THE GROUND.  IT IS 31 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 KF0885'106, 4.5 FEET EAST OF A TELEPHONE POLE, AND 1 FOOT WEST OF A
 KF0885'METAL WITNESS POST.
 KF0885'
 KF0885'NOTE- LINDSEY 1950 TO LINDSEY 2 1970 IS PLUS 0.939 METERS.
 KF0885
 KF0885                          STATION RECOVERY (1989)
 KF0885
 KF0885'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0885'RECOVERED IN GOOD CONDITION.
 KF0885
 KF0885                          STATION RECOVERY (1989)
 KF0885
 KF0885'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0885'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE AZIMUTH MARK WAS
 KF0885'FOUND DESTROYED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0487 ***********************************************************************
 KF0487  DESIGNATION -  LINDSEY AZ MK
 KF0487  PID         -  KF0487
 KF0487  STATE/COUNTY-  KS/OTTAWA
 KF0487  USGS QUAD   -  MINNEAPOLIS SOUTH (1980)
 KF0487
 KF0487                         *CURRENT SURVEY CONTROL
 KF0487  ___________________________________________________________________
 KF0487* NAD 83(1986)-  39 06 10.     (N)    097 38 43.     (W)     SCALED    
 KF0487* NAVD 88     -       397.038  (meters)    1302.62   (feet)  ADJUSTED  
 KF0487  ___________________________________________________________________
 KF0487  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 KF0487  DYNAMIC HT  -         396.781 (meters)    1301.77  (feet)  COMP
 KF0487  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 KF0487
 KF0487  VERT ORDER  -  SECOND    CLASS 0
 KF0487
 KF0487.The horizontal coordinates were scaled from a topographic map and have
 KF0487.an estimated accuracy of +/- 6 seconds.
 KF0487
 KF0487.The orthometric height was determined by differential leveling
 KF0487.and adjusted by the National Geodetic Survey in June 1991..
 KF0487
 KF0487.The geoid height was determined by GEOID03.
 KF0487
 KF0487.The dynamic height is computed by dividing the NAVD 88
 KF0487.geopotential number by the normal gravity value computed on the
 KF0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0487.degrees latitude (g = 980.6199 gals.).
 KF0487
 KF0487.The modeled gravity was interpolated from observed gravity values.
 KF0487
 KF0487;                    North         East    Units  Estimated Accuracy
 KF0487;SPC KS N     -    85,480.      430,680.      MT  (+/- 180 meters Scaled)
 KF0487
 KF0487                          SUPERSEDED SURVEY CONTROL
 KF0487
 KF0487  NGVD 29 (??/??/92)  396.929  (m)         1302.26   (f) ADJ UNCH    2 0
 KF0487
 KF0487.Superseded values are not recommended for survey control.
 KF0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0487.See file dsdata.txt to determine how the superseded data were derived.
 KF0487
 KF0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ171290(NAD 83)
 KF0487_MARKER: DZ = AZIMUTH MARK DISK
 KF0487_SETTING: 0 = UNSPECIFIED SETTING
 KF0487_STAMPING: LINDSEY 1950
 KF0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0487
 KF0487  HISTORY     - Date     Condition        Report By
 KF0487  HISTORY     - 1950     MONUMENTED       CGS
 KF0487  HISTORY     - 1960     GOOD             NGS
 KF0487
 KF0487                          STATION DESCRIPTION
 KF0487
 KF0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KF0487'2.5 MI NE FROM LINDSEY.
 KF0487'0.7 MILE NORTH ALONG OLD SECTION OF U.S. HIGHWAY 81 FROM UNION
 KF0487'PACIFIC RAILROAD CROSSING AT LINDSEY, THENCE 1.6 MILE EAST
 KF0487'ALONG A GRAVEL ROAD TO INTERSECTION WITH U.S. HIGHWAY 81, THENCE
 KF0487'0.2 MILE EAST ALONG STATE HIGHWAY 93, 31 FEET SOUTH OF THE CENTER
 KF0487'OF THE ROAD, 4.5 FEET EAST FROM TELEPHONE POLE, 2.5 FEET EAST
 KF0487'FROM WOODEN WITNESS POST, PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0486 ***********************************************************************
 KF0486  DESIGNATION -  LINDSEY RM 1
 KF0486  PID         -  KF0486
 KF0486  STATE/COUNTY-  KS/OTTAWA
 KF0486  USGS QUAD   -  MINNEAPOLIS SOUTH (1980)
 KF0486
 KF0486                         *CURRENT SURVEY CONTROL
 KF0486  ___________________________________________________________________
 KF0486* NAD 83(1986)-  39 06 21.     (N)    097 39 05.     (W)     SCALED    
 KF0486* NAVD 88     -       398.366  (meters)    1306.97   (feet)  ADJUSTED  
 KF0486  ___________________________________________________________________
 KF0486  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 KF0486  DYNAMIC HT  -         398.109 (meters)    1306.13  (feet)  COMP
 KF0486  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 KF0486
 KF0486  VERT ORDER  -  SECOND    CLASS 0
 KF0486
 KF0486.The horizontal coordinates were scaled from a topographic map and have
 KF0486.an estimated accuracy of +/- 6 seconds.
 KF0486
 KF0486.The orthometric height was determined by differential leveling
 KF0486.and adjusted by the National Geodetic Survey in June 1991..
 KF0486
 KF0486.The geoid height was determined by GEOID03.
 KF0486
 KF0486.The dynamic height is computed by dividing the NAVD 88
 KF0486.geopotential number by the normal gravity value computed on the
 KF0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0486.degrees latitude (g = 980.6199 gals.).
 KF0486
 KF0486.The modeled gravity was interpolated from observed gravity values.
 KF0486
 KF0486;                    North         East    Units  Estimated Accuracy
 KF0486;SPC KS N     -    85,810.      430,150.      MT  (+/- 180 meters Scaled)
 KF0486
 KF0486                          SUPERSEDED SURVEY CONTROL
 KF0486
 KF0486  NGVD 29 (??/??/92)  398.258  (m)         1306.62   (f) ADJ UNCH    2 0
 KF0486
 KF0486.Superseded values are not recommended for survey control.
 KF0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0486.See file dsdata.txt to determine how the superseded data were derived.
 KF0486
 KF0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ166293(NAD 83)
 KF0486_MARKER: DR = REFERENCE MARK DISK
 KF0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0486_STAMPING: LINDSEY NO 1 1950
 KF0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0486+STABILITY: SURFACE MOTION
 KF0486
 KF0486  HISTORY     - Date     Condition        Report By
 KF0486  HISTORY     - 1950     MONUMENTED       CGS
 KF0486  HISTORY     - 1960     GOOD             NGS
 KF0486
 KF0486                          STATION DESCRIPTION
 KF0486
 KF0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KF0486'2.5 MI NE FROM LINDSEY.
 KF0486'ON U.S. HIGHWAY 80 AT JUNCTION WITH COUNTY ROAD 93 ABOUT 2.5
 KF0486'MILES NORTHEAST FROM LINDSAY, NORTH ALONG U.S. HIGHWAY 81 FOR
 KF0486'FOR 0.2 MILE, 62 FEET NORTHEAST FROM THE CENTER OF THE
 KF0486'HIGHWAY, 47.7 FEET SOUTHEAST FROM THE TRIANGULATION STATION STATION,
 KF0486'SET IN AN 8-INCH SQUARE TOPPED CONCRETE POST FLUSH WITH GROUND
 KF0486'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0484 ***********************************************************************
 KF0484  DESIGNATION -  LINDSEY RM 2
 KF0484  PID         -  KF0484
 KF0484  STATE/COUNTY-  KS/OTTAWA
 KF0484  USGS QUAD   -  MINNEAPOLIS SOUTH (1980)
 KF0484
 KF0484                         *CURRENT SURVEY CONTROL
 KF0484  ___________________________________________________________________
 KF0484* NAD 83(1986)-  39 06 21.     (N)    097 39 05.     (W)     SCALED    
 KF0484* NAVD 88     -       398.746  (meters)    1308.22   (feet)  ADJUSTED  
 KF0484  ___________________________________________________________________
 KF0484  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 KF0484  DYNAMIC HT  -         398.489 (meters)    1307.38  (feet)  COMP
 KF0484  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 KF0484
 KF0484  VERT ORDER  -  SECOND    CLASS 0
 KF0484
 KF0484.The horizontal coordinates were scaled from a topographic map and have
 KF0484.an estimated accuracy of +/- 6 seconds.
 KF0484
 KF0484.The orthometric height was determined by differential leveling
 KF0484.and adjusted by the National Geodetic Survey in June 1991..
 KF0484
 KF0484.The geoid height was determined by GEOID03.
 KF0484
 KF0484.The dynamic height is computed by dividing the NAVD 88
 KF0484.geopotential number by the normal gravity value computed on the
 KF0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0484.degrees latitude (g = 980.6199 gals.).
 KF0484
 KF0484.The modeled gravity was interpolated from observed gravity values.
 KF0484
 KF0484;                    North         East    Units  Estimated Accuracy
 KF0484;SPC KS N     -    85,810.      430,150.      MT  (+/- 180 meters Scaled)
 KF0484
 KF0484                          SUPERSEDED SURVEY CONTROL
 KF0484
 KF0484  NGVD 29 (??/??/92)  398.638  (m)         1307.86   (f) ADJ UNCH    2 0
 KF0484
 KF0484.Superseded values are not recommended for survey control.
 KF0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0484.See file dsdata.txt to determine how the superseded data were derived.
 KF0484
 KF0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ166293(NAD 83)
 KF0484_MARKER: DR = REFERENCE MARK DISK
 KF0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0484_STAMPING: LINDSEY NO 2 1950
 KF0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0484+STABILITY: SURFACE MOTION
 KF0484
 KF0484  HISTORY     - Date     Condition        Report By
 KF0484  HISTORY     - 1950     MONUMENTED       CGS
 KF0484  HISTORY     - 1960     GOOD             NGS
 KF0484
 KF0484                          STATION DESCRIPTION
 KF0484
 KF0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KF0484'2.5 MI NE FROM LINDSEY.
 KF0484'ON U.S. HIGHWAY 81 AT JUNCTION WITH COUNTY ROAD 93 ABOUT 2.5
 KF0484'MILES NORTHEAST FROM LINDSEY, THENCE NORTH ALONG U.S. HIGHWAY 81
 KF0484'FOR 0.2 MILE, 62 FEET NORTHEAST FROM THE CENTER OF THE HIGHWAY
 KF0484'61.76 FEET NORTHWEST FROM THE TRIANGULATION STATION, SET
 KF0484'IN AN 8-INCH SQUARE TOPPED CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1465 ***********************************************************************
 JE1465  DESIGNATION -  LINE
 JE1465  PID         -  JE1465
 JE1465  STATE/COUNTY-  KS/LYON
 JE1465  USGS QUAD   -  LEBO NW (1983)
 JE1465
 JE1465                         *CURRENT SURVEY CONTROL
 JE1465  ___________________________________________________________________
 JE1465* NAD 83(1997)-  38 24 41.26438(N)    095 57 01.77756(W)     ADJUSTED  
 JE1465* NAVD 88     -       365.699  (meters)    1199.80   (feet)  ADJUSTED  
 JE1465  ___________________________________________________________________
 JE1465  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 JE1465  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JE1465  DYNAMIC HT  -         365.435 (meters)    1198.93  (feet)  COMP
 JE1465  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 JE1465
 JE1465  HORZ ORDER  -  SECOND
 JE1465  VERT ORDER  -  SECOND    CLASS 0
 JE1465
 JE1465.The horizontal coordinates were established by classical geodetic methods
 JE1465.and adjusted by the National Geodetic Survey in October 1998..
 JE1465
 JE1465.The orthometric height was determined by differential leveling
 JE1465.and adjusted by the National Geodetic Survey in June 1991..
 JE1465
 JE1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1465
 JE1465.The geoid height was determined by GEOID03.
 JE1465
 JE1465.The dynamic height is computed by dividing the NAVD 88
 JE1465.geopotential number by the normal gravity value computed on the
 JE1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1465.degrees latitude (g = 980.6199 gals.).
 JE1465
 JE1465.The modeled gravity was interpolated from observed gravity values.
 JE1465
 JE1465;                    North         East     Units Scale Factor Converg.
 JE1465;SPC KS S     -   596,694.427   622,638.695   MT  0.99997299   +1 34 00.3
 JE1465;UTM  15      - 4,255,592.455   242,382.384   MT  1.00041740   -1 50 03.0
 JE1465;UTM  14      - 4,255,874.013   766,264.577   MT  1.00047320   +1 53 44.8
 JE1465
 JE1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1465!SPC KS S     -   0.99994748  x   0.99997299  =   0.99992047
 JE1465!UTM  15      -   0.99994748  x   1.00041740  =   1.00036486
 JE1465!UTM  14      -   0.99994748  x   1.00047320  =   1.00042065
 JE1465
 JE1465|---------------------------------------------------------------------|
 JE1465| PID    Reference Object                     Distance      Geod. Az  |
 JE1465|                                                           dddmmss.s |
 JE1465| JE1466 LINE RM 1                             8.102 METERS 00917     |
 JE1465| JE1467 LINE RM 2                            10.628 METERS 07818     |
 JE1465| JE1750 LEBO MUNICIPAL TANK                 APPROX. 8.0 KM 0871510.0 |
 JE1465| JE1757 LEBO                                APPROX. 0.9 KM 1443652.9 |
 JE1465| JF1367 NEOSHO RAPIDS RWD NO 4 SPIPE        APPROX. 6.2 KM 2650056.4 |
 JE1465| JF1368 NEOSHO RAPIDS WU MICROWAVE          APPROX. 6.8 KM 2905446.7 |
 JE1465|---------------------------------------------------------------------|
 JE1465
 JE1465                          SUPERSEDED SURVEY CONTROL
 JE1465
 JE1465  NAD 83(1986)-  38 24 41.27082(N)    095 57 01.77958(W) AD(       ) 2
 JE1465  NAD 27      -  38 24 41.22141(N)    095 57 00.81534(W) AD(       ) 2
 JE1465  NGVD 29 (??/??/92)  365.545  (m)         1199.29   (f) ADJ UNCH    2 0
 JE1465
 JE1465.Superseded values are not recommended for survey control.
 JE1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1465.See file dsdata.txt to determine how the superseded data were derived.
 JE1465
 JE1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC4238255592(NAD 83)
 JE1465_MARKER: DS = TRIANGULATION STATION DISK
 JE1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1465_STAMPING: LINE 1974
 JE1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1465+STABILITY: SURFACE MOTION
 JE1465
 JE1465  HISTORY     - Date     Condition        Report By
 JE1465  HISTORY     - 1974     MONUMENTED       NGS
 JE1465  HISTORY     - 1974     GOOD             NGS
 JE1465
 JE1465                          STATION DESCRIPTION
 JE1465
 JE1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1465'THE STATION IS ABOUT 5 MILES WEST OF LEBO, 7 MILES NORTH OF HARTFORD
 JE1465'AND ALONG INTERSTATE HIGHWAY 35 RIGHT-OF-WAY.  IT IS IN THE
 JE1465'NORTHWEST PORTION OF THE SOUTHWEST QUARTER OF SEC 11, R 13 E, T 19
 JE1465'S.
 JE1465'
 JE1465'TO REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY 50 AND
 JE1465'STATE HIGHWAY 131 AT THE SOUTH EDGE OF LEBO, GO WESTERLY ON OLD U.S.
 JE1465'HIGHWAY 50 FOR 4.65 MILES TO LEBO 1956, USED AS THE AZIMUTH MARK,
 JE1465'ON THE LEFT.  CONTINUE WESTERLY FOR 0.25 MILE TO A CROSSROAD.  TURN
 JE1465'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO THE
 JE1465'SOUTHWEST END OF AN OVERPASS AND THE STATION ON THE LEFT.
 JE1465'
 JE1465'STATION MARKS ARE STANDARD DISKS STAMPED LINE 1974, SET IN THE TOP OF
 JE1465'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JE1465'GROUND.  THE UNDERGROUND MARK IS 36 INCHES BELOW THE GROUND.  IT IS
 JE1465'3.9 FEET WEST OF A METAL WITNESS POST, 12.0 FEET SOUTHWEST OF THE
 JE1465'SOUTH END OF THE WEST RAIL ON THE OVERPASS AND 17.0 FEET WEST OF
 JE1465'THE APPROXIMATE CENTER OF THE GRAVELED ROAD.
 JE1465'
 JE1465'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LINE NO 1 1974, CEMENTED
 JE1465'IN A DRILLED HOLE IN THE CONCRETE OF THE WEST SIDE OF THE
 JE1465'OVERPASS.  IT IS 14.0 FEET WEST OF THE APPROXIMATE CENTER OF THE
 JE1465'OVERPASS, 14.9 FEET NORTH OF THE SOUTH END OF THE WEST RAIL AND
 JE1465'26.9 FEET NORTH OF THE WITNESS POST.
 JE1465'
 JE1465'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LINE NO 2 1974, CEMENTED
 JE1465'IN A DRILLED HOLE IN CONCRETE AT THE SOUTH END OF THE EAST SIDE OF
 JE1465'THE OVERPASS.  IT IS 15.0 FEET EAST OF THE APPROXIMATE CENTER OF
 JE1465'THE GRAVELED ROAD AND 31.3 FEET EAST OF THE WITNESS POST.
 JE1465'
 JE1465'LEBO 1956 IS A STANDARD DISK, STAMPED LEBO 1956, SET IN THE TOP OF A
 JE1465'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 JE1465'IS IS 3.5 FEET NORTH OF A METAL WITNESS POST AND 61.0 FEET SOUTH OF
 JE1465'THE CENTERLINE OF OLD U.S. HIGHWAY 50.
 JE1465'
 JE1465'NEAREST TOWN--LEBO.
 JE1465'
 JE1465'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 JE1465
 JE1465                          STATION RECOVERY (1974)
 JE1465
 JE1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1465'5.3 MI W FROM LEBO.
 JE1465'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1465'STATE HIGHWAY 131 (EXIT NO. 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1465'GO WEST ALONG I-35 FOR 5.3 MILES TO THE MARK SET IN THE TOP OF A
 JE1465'CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS 26.59 FEET SOUTH OF
 JE1465'RM 1, 34.87 FEET WEST-SOUTHWEST OF RM 2, 12 FEET SOUTHWEST OF THE
 JE1465'SOUTHWEST CORNER OF A OVERPASS OVER I-35, 17 FEET WEST OF THE
 JE1465'APPROXIMATE CENTER OF THE GRAVELED ROAD, 3.9 FEET WEST OF A METAL
 JE1465'WITNESS SIGN, AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1505 ***********************************************************************
 JF1505  DESIGNATION -  LINE
 JF1505  PID         -  JF1505
 JF1505  STATE/COUNTY-  KS/OTTAWA
 JF1505  USGS QUAD   -  SOLOMON (1979)
 JF1505
 JF1505                         *CURRENT SURVEY CONTROL
 JF1505  ___________________________________________________________________
 JF1505* NAD 83(1997)-  38 57 41.71364(N)    097 22 18.00658(W)     ADJUSTED  
 JF1505* NAVD 88     -       392.89   (+/-2cm)    1289.0    (feet)  VERTCON   
 JF1505  ___________________________________________________________________
 JF1505  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 JF1505  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF1505
 JF1505  HORZ ORDER  -  THIRD
 JF1505  VERT ORDER  -  THIRD ? (See Below)
 JF1505
 JF1505.The horizontal coordinates were established by classical geodetic methods
 JF1505.and adjusted by the National Geodetic Survey in October 1998..
 JF1505
 JF1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1505.The vertical order pertains to the NGVD 29 superseded value.
 JF1505
 JF1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1505
 JF1505.The geoid height was determined by GEOID03.
 JF1505
 JF1505;                    North         East     Units Scale Factor Converg.
 JF1505;SPC KS N     -    69,931.783   454,457.420   MT  0.99996951   +0 23 51.2
 JF1505;UTM  14      - 4,313,774.643   641,080.306   MT  0.99984509   +1 01 26.6
 JF1505
 JF1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1505!SPC KS N     -   0.99994275  x   0.99996951  =   0.99991226
 JF1505!UTM  14      -   0.99994275  x   0.99984509  =   0.99978785
 JF1505
 JF1505|---------------------------------------------------------------------|
 JF1505| PID    Reference Object                     Distance      Geod. Az  |
 JF1505|                                                           dddmmss.s |
 JF1505| CL4769 LINE RM 2                             9.631 METERS 00025     |
 JF1505| JF1506 SOLOMON MUN TANK                    APPROX. 4.3 KM 1764336.0 |
 JF1505| CL4767 LINE AZ MK                                         1784928.3 |
 JF1505| CL4768 LINE RM 1                            10.293 METERS 18123     |
 JF1505| KF0882 BENNINGTON MUNICIPAL TANK           APPROX.21.1 KM 2924843.4 |
 JF1505|---------------------------------------------------------------------|
 JF1505
 JF1505                          SUPERSEDED SURVEY CONTROL
 JF1505
 JF1505  NAD 83(1986)-  38 57 41.72381(N)    097 22 18.00726(W) AD(       ) 3
 JF1505  NAD 27      -  38 57 41.72700(N)    097 22 16.92100(W) AD(       ) 3
 JF1505  NGVD 29 (07/19/86)  392.79   (m)         1288.7    (f) LEVELING    3  
 JF1505
 JF1505.Superseded values are not recommended for survey control.
 JF1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1505.See file dsdata.txt to determine how the superseded data were derived.
 JF1505
 JF1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ4108013775(NAD 83)
 JF1505_MARKER: DS = TRIANGULATION STATION DISK
 JF1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1505
 JF1505  HISTORY     - Date     Condition        Report By
 JF1505  HISTORY     - 1950     MONUMENTED       CGS
 JF1505  HISTORY     - 1960     MARK NOT FOUND   USGS
 JF1505  HISTORY     - 1963     MARK NOT FOUND   CGS
 JF1505  HISTORY     - 1968     MARK NOT FOUND   CGS
 JF1505
 JF1505                          STATION DESCRIPTION
 JF1505
 JF1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JF1505'THE STATION IS LOCATED ABOUT 12.0 MILES EAST AND 4.75 MILES SOUTH
 JF1505'OF BENNINGTON, ABOUT 3.25 MILES NORTH OF SOLOMON AND ABOUT 0.25
 JF1505'MILE NORTH OF THE SOUTHEAST CORNER OF OTTAWA COUNTY ON THE WEST
 JF1505'RIGHT-OF-WAY OF THE COUNTY LINE ROAD.  IT IS SET IN A NORTH-SOUTH
 JF1505'FENCE LINE, 32 FEET WEST OF THE CENTER OF ROAD AND 5 FEET
 JF1505'NORTHWEST OF A WITNESS POST.  IT IS STAMPED LINE 1950 AND PROJECTS
 JF1505'4 INCHES.
 JF1505'
 JF1505'REFERENCE MARK NO. 1 IS IN THE SOUTHEAST CORNER OF A CULTIVATED
 JF1505'FIELD, 33 FEET WEST OF THE CENTER OF ROAD AND 1 FOOT WEST OF A
 JF1505'FENCE CORNER.  IT IS STAMPED LINE NO 1 1950 AND PROJECTS 3 INCHES.
 JF1505'
 JF1505'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, SET IN A
 JF1505'NORTH-SOUTH FENCE LINE, 32 FEET WEST OF THE CENTER OF ROAD.  IT
 JF1505'IS STAMPED LINE NO 2 1950 AND PROJECTS 2 INCHES.
 JF1505'
 JF1505'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 65.38 FEET.
 JF1505'
 JF1505'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET EAST OF
 JF1505'THE CENTER OF ROAD, 2 FEET WEST OF WITNESS POST AND FENCE LINE
 JF1505'AND 2 FEET NORTH OF A POWER LINE POLE.  IT IS STAMPED LINE 1950
 JF1505'AND PROJECTS 1 INCH.
 JF1505'
 JF1505'TO REACH THE STATION FROM THE SOUTH END OF THE BUSINESS DISTRICT
 JF1505'IN BENNINGTON, GO EAST ON STATE HIGHWAY 18 FOR 12.3 MILES TO A
 JF1505'CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 4.85
 JF1505'MILES TO STATION ON RIGHT AS DESCRIBED.
 JF1505'
 JF1505'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRAVELED
 JF1505'ROAD FOR 0.35 MILE TO AZIMUTH ON LEFT AS DESCRIBED.
 JF1505'
 JF1505'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1505
 JF1505                          STATION RECOVERY (1960)
 JF1505
 JF1505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JF1505'STATION WAS FOUND DESTROYED.
 JF1505
 JF1505                          STATION RECOVERY (1963)
 JF1505
 JF1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JF1505'ABOUT 1 HOUR WAS SPENT PRODDING FOR THE UNDERGROUND STATION
 JF1505'MARK FOR THIS STATION, BUT NO MARK WAS FOUND.  THE SURFACE STATION
 JF1505'MARK, REFERENCE, AND AZIMUTH MARKS HAVE BEEN DISPLACED, AND THIS
 JF1505'STATION SHOULD BE LISTED AS DESTROYED.
 JF1505
 JF1505                          STATION RECOVERY (1968)
 JF1505
 JF1505'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1505'THIS STATION WAS SEARCHED FOR BUT NOT FOUND IN 1963.  ANOTHER
 JF1505'ATTEMPT WAS MADE SEARCHING FOR ALL MARKS AND NONE OF THE MARKS
 JF1505'WERE RECOVERED.  ALL INDICATIONS FROM OLD TIES SHOW THAT ALL MARKS
 JF1505'WERE DESTROYED WHEN THE ROAD WAS WIDENED AT THE STATION SITE.
 JF1505'
 JF1505'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2
 JF1505'MILES NORTH OF SOLOMON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1466 ***********************************************************************
 JE1466  DESIGNATION -  LINE RM 1
 JE1466  PID         -  JE1466
 JE1466  STATE/COUNTY-  KS/LYON
 JE1466  USGS QUAD   -  LEBO NW (1983)
 JE1466
 JE1466                         *CURRENT SURVEY CONTROL
 JE1466  ___________________________________________________________________
 JE1466* NAD 83(1986)-  38 24 41.     (N)    095 57 01.     (W)     SCALED    
 JE1466* NAVD 88     -       366.542  (meters)    1202.56   (feet)  ADJUSTED  
 JE1466  ___________________________________________________________________
 JE1466  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JE1466  DYNAMIC HT  -         366.277 (meters)    1201.69  (feet)  COMP
 JE1466  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 JE1466
 JE1466  VERT ORDER  -  SECOND    CLASS 0
 JE1466
 JE1466.The horizontal coordinates were scaled from a topographic map and have
 JE1466.an estimated accuracy of +/- 6 seconds.
 JE1466
 JE1466.The orthometric height was determined by differential leveling
 JE1466.and adjusted by the National Geodetic Survey in June 1991..
 JE1466
 JE1466.The geoid height was determined by GEOID03.
 JE1466
 JE1466.The dynamic height is computed by dividing the NAVD 88
 JE1466.geopotential number by the normal gravity value computed on the
 JE1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1466.degrees latitude (g = 980.6199 gals.).
 JE1466
 JE1466.The modeled gravity was interpolated from observed gravity values.
 JE1466
 JE1466;                    North         East    Units  Estimated Accuracy
 JE1466;SPC KS S     -   596,690.      622,660.      MT  (+/- 180 meters Scaled)
 JE1466
 JE1466                          SUPERSEDED SURVEY CONTROL
 JE1466
 JE1466  NGVD 29 (??/??/92)  366.388  (m)         1202.06   (f) ADJ UNCH    2 0
 JE1466
 JE1466.Superseded values are not recommended for survey control.
 JE1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1466.See file dsdata.txt to determine how the superseded data were derived.
 JE1466
 JE1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC424555(NAD 83)
 JE1466_MARKER: DR = REFERENCE MARK DISK
 JE1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1466_SP_SET: OVERPASS
 JE1466_STAMPING: LINE NO 1 1974
 JE1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1466
 JE1466  HISTORY     - Date     Condition        Report By
 JE1466  HISTORY     - 1974     MONUMENTED       NGS
 JE1466
 JE1466                          STATION DESCRIPTION
 JE1466
 JE1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1466'5.3 MI W FROM LEBO.
 JE1466'AT THE LINE STATION SITE.  THE MARK IS SET IN THE WEST SIDE OF THE
 JE1466'OVERPASS, 26.59 FEET NORTH OF THE STATION, 35.44 FEET WEST OF RM 1, 14
 JE1466'FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD, 14.9 FEET NORTH OF
 JE1466'THE SOUTH END OF OVERPASS BANISTER, 26.9 FEET NORTH OF A METAL WITNESS
 JE1466'SIGN AND IS ABOUT 1.5 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1467 ***********************************************************************
 JE1467  DESIGNATION -  LINE RM 2
 JE1467  PID         -  JE1467
 JE1467  STATE/COUNTY-  KS/LYON
 JE1467  USGS QUAD   -  LEBO NW (1983)
 JE1467
 JE1467                         *CURRENT SURVEY CONTROL
 JE1467  ___________________________________________________________________
 JE1467* NAD 83(1986)-  38 24 41.     (N)    095 57 01.     (W)     SCALED    
 JE1467* NAVD 88     -       366.767  (meters)    1203.30   (feet)  ADJUSTED  
 JE1467  ___________________________________________________________________
 JE1467  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JE1467  DYNAMIC HT  -         366.502 (meters)    1202.43  (feet)  COMP
 JE1467  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 JE1467
 JE1467  VERT ORDER  -  SECOND    CLASS 0
 JE1467
 JE1467.The horizontal coordinates were scaled from a topographic map and have
 JE1467.an estimated accuracy of +/- 6 seconds.
 JE1467
 JE1467.The orthometric height was determined by differential leveling
 JE1467.and adjusted by the National Geodetic Survey in June 1991..
 JE1467
 JE1467.The geoid height was determined by GEOID03.
 JE1467
 JE1467.The dynamic height is computed by dividing the NAVD 88
 JE1467.geopotential number by the normal gravity value computed on the
 JE1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1467.degrees latitude (g = 980.6199 gals.).
 JE1467
 JE1467.The modeled gravity was interpolated from observed gravity values.
 JE1467
 JE1467;                    North         East    Units  Estimated Accuracy
 JE1467;SPC KS S     -   596,690.      622,660.      MT  (+/- 180 meters Scaled)
 JE1467
 JE1467                          SUPERSEDED SURVEY CONTROL
 JE1467
 JE1467  NGVD 29 (??/??/92)  366.613  (m)         1202.80   (f) ADJ UNCH    2 0
 JE1467
 JE1467.Superseded values are not recommended for survey control.
 JE1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1467.See file dsdata.txt to determine how the superseded data were derived.
 JE1467
 JE1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC424555(NAD 83)
 JE1467_MARKER: DR = REFERENCE MARK DISK
 JE1467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1467_SP_SET: OVERPASS
 JE1467_STAMPING: LINE NO 2 1974
 JE1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1467
 JE1467  HISTORY     - Date     Condition        Report By
 JE1467  HISTORY     - 1974     MONUMENTED       NGS
 JE1467
 JE1467                          STATION DESCRIPTION
 JE1467
 JE1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1467'5.3 MI W FROM LEBO.
 JE1467'AT THE LINE STATION SITE.  THE MARK IS SET IN THE TOP OF THE EAST SIDE
 JE1467'OF THE OVERPASS, 35.44 FEET EAST OF RM 1, 34.87 FEET EAST-NORTHEAST OF
 JE1467'THE STATION, 15 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD, 31.3
 JE1467'FEET EAST OF A METAL WITNESS SIGN, 0.5 FOOT NORTH OF THE SOUTH END OF
 JE1467'OVERPASS AND IS ABOUT 1.5 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0810 ***********************************************************************
 KF0810  DESIGNATION -  LINN TANK
 KF0810  PID         -  KF0810
 KF0810  STATE/COUNTY-  KS/WASHINGTON
 KF0810  USGS QUAD   -  LINN (1968)
 KF0810
 KF0810                         *CURRENT SURVEY CONTROL
 KF0810  ___________________________________________________________________
 KF0810* NAD 83(1997)-  39 40 41.05592(N)    097 05 02.37987(W)     ADJUSTED  
 KF0810* NAVD 88     -                                                        
 KF0810  ___________________________________________________________________
 KF0810  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 KF0810  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 KF0810
 KF0810  HORZ ORDER  -  THIRD
 KF0810
 KF0810.The horizontal coordinates were established by classical geodetic methods
 KF0810.and adjusted by the National Geodetic Survey in October 1998..
 KF0810
 KF0810
 KF0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0810
 KF0810.The geoid height was determined by GEOID03.
 KF0810
 KF0810;                    North         East     Units Scale Factor Converg.
 KF0810;SPC KS N     -   149,682.648   478,584.794   MT  0.99998462   +0 34 46.5
 KF0810;UTM  14      - 4,393,781.815   664,320.834   MT  0.99993244   +1 13 24.9
 KF0810
 KF0810                          SUPERSEDED SURVEY CONTROL
 KF0810
 KF0810  NAD 83(1997)-  39 40 41.05988(N)    097 05 02.37877(W) AD(       ) 4
 KF0810  NAD 83(1986)-  39 40 41.06223(N)    097 05 02.37779(W) AD(       ) 4
 KF0810  NAD 27      -  39 40 41.04900(N)    097 05 01.29500(W) AD(       ) 3
 KF0810
 KF0810.Superseded values are not recommended for survey control.
 KF0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0810.See file dsdata.txt to determine how the superseded data were derived.
 KF0810
 KF0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6432193782(NAD 83)
 KF0810_MARKER: 53 = ELEVATED TANK
 KF0810
 KF0810  HISTORY     - Date     Condition        Report By
 KF0810  HISTORY     - 1935     FIRST OBSERVED   CGS
 KF0810  HISTORY     - 1947     GOOD             CGS
 KF0810  HISTORY     - 1965     GOOD             CGS
 KF0810
 KF0810                          STATION DESCRIPTION
 KF0810
 KF0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0810'POINT OBSERVED UPON WAS FINIAL OF LARGE SILVER MUNICIPAL
 KF0810'WATER TANK WITH BLACK BOTTOM.  TANK IS LOCATED IN THE CENTRAL
 KF0810'PORTION OF LINN.
 KF0810'
 KF0810'OBSERVED UPON FROM STATIONS BOTT, ENOS, MERTEN, AND WAN.
 KF0810
 KF0810                          STATION RECOVERY (1947)
 KF0810
 KF0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0810'THE STATION IS LOCATED ON THE SOUTH EDGE OF LINN.  IT IS
 KF0810'A FOUR LEGGED STEEL STRUCTURE SUPPORTING A CYLINDRICAL TANK.
 KF0810'IT IS ABOUT 125 FEET HIGH.  IT IS 60 FEET SOUTH OF AN EAST-WEST
 KF0810'STREET AND 245 FEET EAST OF A NORTH-SOUTH STREET.  THE
 KF0810'POINT OBSERVED UPON WAS THE BALL ON THE TOP.
 KF0810'
 KF0810'PROBABLY THE SAME STATION AS LOCATED IN 1935.
 KF0810
 KF0810                          STATION RECOVERY (1965)
 KF0810
 KF0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0810'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 KF0810'
 KF0810'NOTE--PROBABLY THE SAME TANK AS LOCATED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0694 ***********************************************************************
 KG0694  DESIGNATION -  LIPPS
 KG0694  PID         -  KG0694
 KG0694  STATE/COUNTY-  KS/SMITH
 KG0694  USGS QUAD   -  REAMSVILLE (1973)
 KG0694
 KG0694                         *CURRENT SURVEY CONTROL
 KG0694  ___________________________________________________________________
 KG0694* NAD 83(1997)-  39 59 40.68861(N)    098 51 30.91787(W)     ADJUSTED  
 KG0694* NAVD 88     -       652.0    (meters)    2139.     (feet)  VERTCON   
 KG0694  ___________________________________________________________________
 KG0694  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 KG0694  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 KG0694
 KG0694  HORZ ORDER  -  FIRST
 KG0694
 KG0694.The horizontal coordinates were established by classical geodetic methods
 KG0694.and adjusted by the National Geodetic Survey in October 1998..
 KG0694
 KG0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0694
 KG0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0694
 KG0694.The geoid height was determined by GEOID03.
 KG0694
 KG0694;                    North         East     Units Scale Factor Converg.
 KG0694;SPC KS N     -   184,781.809   326,674.181   MT  1.00004111   -0 32 35.7
 KG0694;UTM  14      - 4,427,171.412   512,071.807   MT  0.99960179   +0 05 27.2
 KG0694
 KG0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0694!SPC KS N     -   0.99990175  x   1.00004111  =   0.99994286
 KG0694!UTM  14      -   0.99990175  x   0.99960179  =   0.99950358
 KG0694
 KG0694                          SUPERSEDED SURVEY CONTROL
 KG0694
 KG0694  NAD 83(1997)-  39 59 40.69075(N)    098 51 30.91663(W) AD(       ) 1
 KG0694  NAD 83(1986)-  39 59 40.69548(N)    098 51 30.91701(W) AD(       ) 1
 KG0694  NAD 27      -  39 59 40.64800(N)    098 51 29.63400(W) AD(       ) 1
 KG0694  NGVD 29 (07/19/86)  651.8    (m)         2138.     (f) VERT ANG       
 KG0694
 KG0694.Superseded values are not recommended for survey control.
 KG0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0694.See file dsdata.txt to determine how the superseded data were derived.
 KG0694
 KG0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK1207227171(NAD 83)
 KG0694_MARKER: V = STONE MONUMENT
 KG0694_SETTING: 0 = UNSPECIFIED SETTING
 KG0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0694
 KG0694  HISTORY     - Date     Condition        Report By
 KG0694  HISTORY     - 1898     MONUMENTED       CGS
 KG0694  HISTORY     - 1934     GOOD             CGS
 KG0694  HISTORY     - 1935     GOOD             CGS
 KG0694  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KG0694
 KG0694                          STATION DESCRIPTION
 KG0694
 KG0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 (FDG)
 KG0694'IN THE SW. 1/4 SEC. 1, T. 1 S., R. 14 W., ON LAND OWNED (1898)
 KG0694'BY JOSEPH LIPPS, WHOSE HOUSE STANDS NEAR THE CENTER OF THE
 KG0694'WEST SIDE OF THE SOUTHWEST QUARTER OF THE SECTION.  THE STATION
 KG0694'IS 600 FEET EAST OF THE NORTH-SOUTH ROAD PASSING MR. LIPPS HOUSE.
 KG0694'THE SURFACE MARK IS A MARBLE POST 8 INCHES SQUARE AND ABOUT 2-1/2
 KG0694'FEET LONG, PLACED WITH ITS TOP FLUSH WITH THE GROUND AND
 KG0694'HAVING TWO GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S.
 KG0694'CUT IN ITS TOP.  THE UNDERGROUND MARK IS AN EARTHENWARE CROCK
 KG0694'BURIED BOTTOM UPWARD ABOUT 3 FEET BELOW THE SURFACE AND
 KG0694'MARKED WITH SMALL DRILL HOLE.
 KG0694
 KG0694                          STATION RECOVERY (1934)
 KG0694
 KG0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KG0694'RECOVERED AS DESCRIBED IN NW 1/4 SW 1/4 SEC. 1, T. 1 S., R.
 KG0694'14 W., 600 FEET EAST AND 200 FEET SOUTH OF THE NORTHWEST
 KG0694'CORNER OF THE SOUTHWEST QUARTER OF THE SECTION, IN A
 KG0694'CULTIVATED FIELD OWNED BY THE HEIRS OF JOSEPH LIPPS.  THE
 KG0694'RESIDENCE OF HOWARD WHITE STANDS NEAR THE CENTER OF THE
 KG0694'WEST SIDE OF THE QUARTER.  THE SURFACE MARK, A MARBLE POST,
 KG0694'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 KG0694
 KG0694                          STATION RECOVERY (1935)
 KG0694
 KG0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CMC)
 KG0694'STATION RECOVERED AND FOUND IN GOOD CONDITION APRIL 3, 1935.
 KG0694'NO SEARCH WAS MADE FOR THE SUB-SURFACE MARK.  SURFACE MARK FOUND
 KG0694'AS DESCRIBED.  ABOUT 6-1/2 MILES SOUTH AND 5 MILES EAST OF
 KG0694'FRANKLIN, NEBRASKA, AND ABOUT ONE MILE WEST-NORTHWEST OF THE
 KG0694'PLEASANT RIDGE SCHOOL IN DISTRICT NO. 123, WHICH IS AT THE
 KG0694'NORTHEAST CORNER OF SECTION 12, T. 1 S., R. 14 W., 660 FEET
 KG0694'EAST AND 193 FEET SOUTH OF A FENCE CORNER AT OR NEAR THE
 KG0694'NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 1, T. 1 S.,
 KG0694'R. 14 W., ON LAND OWNED BY MRS. CHARLES KINGSBURY BUT NOT
 KG0694'OCCUPIED ON THIS DATE, ON THE HIGHEST POINT OF GROUND IN A
 KG0694'CULTIVATED FIELD.
 KG0694
 KG0694                          STATION RECOVERY (1935)
 KG0694
 KG0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 KG0694'THE MARBLE POST MARKING STATION LIPPS 1898 WAS RECOVERED BUT
 KG0694'THE ANGLE CHECK FROM THE STATION PROVED THAT THE MARK HAD BEEN
 KG0694'MOVED.  A NEW STATION LIPPS 2 WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0693 ***********************************************************************
 KG0693  DESIGNATION -  LIPPS 2
 KG0693  PID         -  KG0693
 KG0693  STATE/COUNTY-  KS/SMITH
 KG0693  USGS QUAD   -  REAMSVILLE (1973)
 KG0693
 KG0693                         *CURRENT SURVEY CONTROL
 KG0693  ___________________________________________________________________
 KG0693* NAD 83(1997)-  39 59 40.35504(N)    098 51 30.49735(W)     ADJUSTED  
 KG0693* NAVD 88     -       652.     (meters)    2139.     (feet)  SCALED    
 KG0693  ___________________________________________________________________
 KG0693  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 KG0693  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 KG0693
 KG0693  HORZ ORDER  -  FIRST
 KG0693
 KG0693.The horizontal coordinates were established by classical geodetic methods
 KG0693.and adjusted by the National Geodetic Survey in October 1998..
 KG0693
 KG0693.The orthometric height was scaled from a topographic map.
 KG0693
 KG0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0693
 KG0693.The geoid height was determined by GEOID03.
 KG0693
 KG0693;                    North         East     Units Scale Factor Converg.
 KG0693;SPC KS N     -   184,771.426   326,684.059   MT  1.00004109   -0 32 35.4
 KG0693;SPC NE       -    18,543.883   597,484.690   MT  1.00000247   +0 45 23.4
 KG0693;UTM  14      - 4,427,161.143   512,081.795   MT  0.99960180   +0 05 27.5
 KG0693
 KG0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0693!SPC KS N     -   0.99990172  x   1.00004109  =   0.99994281
 KG0693!SPC NE       -   0.99990172  x   1.00000247  =   0.99990419
 KG0693!UTM  14      -   0.99990172  x   0.99960180  =   0.99950356
 KG0693
 KG0693:                Primary Azimuth Mark                     Grid Az
 KG0693:SPC KS N     -  LIPPS 2 AZ MK                            193 21 17.3
 KG0693:SPC NE       -  LIPPS 2 AZ MK                            192 03 18.5
 KG0693:UTM  14      -  LIPPS 2 AZ MK                            192 43 14.4
 KG0693
 KG0693|---------------------------------------------------------------------|
 KG0693| PID    Reference Object                     Distance      Geod. Az  |
 KG0693|                                                           dddmmss.s |
 KG0693| CN9869 LIPPS 2 AZ MK                                      1924841.9 |
 KG0693| CN9870 LIPPS 2 RM 1                        215.072 METERS 24655     |
 KG0693| CN9871 LIPPS 2 RM 2                        202.477 METERS 28345     |
 KG0693|---------------------------------------------------------------------|
 KG0693
 KG0693                          SUPERSEDED SURVEY CONTROL
 KG0693
 KG0693  NAD 83(1997)-  39 59 40.35578(N)    098 51 30.49792(W) AD(       ) 1
 KG0693  NAD 83(1986)-  39 59 40.36014(N)    098 51 30.49761(W) AD(       ) 1
 KG0693  NAD 27      -  39 59 40.31100(N)    098 51 29.22000(W) AD(       ) 1
 KG0693
 KG0693.Superseded values are not recommended for survey control.
 KG0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0693.See file dsdata.txt to determine how the superseded data were derived.
 KG0693
 KG0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK1208227161(NAD 83)
 KG0693_MARKER: DS = TRIANGULATION STATION DISK
 KG0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0693
 KG0693  HISTORY     - Date     Condition        Report By
 KG0693  HISTORY     - 1935     MONUMENTED       CGS
 KG0693  HISTORY     - 1935     GOOD             CGS
 KG0693  HISTORY     - 1950     GOOD             CGS
 KG0693
 KG0693                          STATION DESCRIPTION
 KG0693
 KG0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 KG0693'ABOUT 7 MILES SOUTH AND 4 MILES EAST OF FRANKLIN, NEBR., IN
 KG0693'THE SOUTHWEST QUARTER OF SEC. 1, T. 1 S., R. 14 W., ABOUT 1/2
 KG0693'MILE SOUTH OF THE STATE LINE, ON THE HIGHEST HILL IN THE
 KG0693'VICINITY, ABOUT 235 YARDS EAST OF THE CENTER LINE OF THE ROAD,
 KG0693'ABOUT 65 YARDS SOUTH OF AN EAST-WEST FENCE LINE, ON CULTIVATED
 KG0693'LAND BELONGING TO THE JOSEPH LIPPS ESTATE.  THE MARK IS 10
 KG0693'INCHES BELOW THE SURFACE OF THE GROUND.
 KG0693'
 KG0693'TO REACH FROM FRANKLIN, GO SOUTH ON NEBRASKA STATE HIGHWAY 10
 KG0693'FOR 6.9 MILES TO THE STATE LINE, JOG WEST AND CONTINUE SOUTH
 KG0693'ON KANSAS STATE HIGHWAY 8 FOR 1.0 MILE, TURN LEFT AND GO EAST
 KG0693'4.0 MILES, TURN LEFT AND GO NORTH 0.5 MILE, TURN OFF THE ROAD,
 KG0693'TURN RIGHT AND GO EAST ALONG THE SOUTH SIDE OF THE FENCE FOR
 KG0693'ABOUT 235 YARDS, THEN SOUTH FOR ABOUT 65 YARDS TO THE STATION.
 KG0693'
 KG0693'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KG0693'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 KG0693'
 KG0693'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 23 FEET
 KG0693'EAST OF THE CENTER LINE OF THE ROAD, ONE FOOT EAST OF THE EAST
 KG0693'RIGHT-OF-WAY FENCE, AND PROJECTS 16 INCHES.
 KG0693'
 KG0693'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 23 FEET
 KG0693'EAST OF THE CENTER LINE OF THE ROAD, ONE FOOT EAST OF THE EAST
 KG0693'RIGHT-OF-WAY FENCE, AND PROJECTS 18 INCHES.
 KG0693'
 KG0693'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 20 FEET
 KG0693'EAST OF THE CENTER LINE OF THE ROAD, ONE FOOT WEST OF THE EAST
 KG0693'RIGHT-OF-WAY FENCE, AND PROJECTS 8 INCHES.
 KG0693'
 KG0693'A 50-FOOT TOWER CLEARED ALL LINES.
 KG0693
 KG0693                          STATION RECOVERY (1935)
 KG0693
 KG0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 KG0693'STATION AND REFERENCE MARKS AS RE-MARKED IN 1935 RECOVERED AND
 KG0693'FOUND IN GOOD CONDITION.  ABOUT 14 MILES NORTH OF SMITH CENTER,
 KG0693'KANSAS.
 KG0693'
 KG0693'TO REACH FROM SMITH CENTER, GO WEST FOR 4 MILES ON U.S.
 KG0693'HIGHWAY 36, THEN NORTH ON COUNTY GRAVEL ROAD FOR 14 MILES.
 KG0693
 KG0693                          STATION RECOVERY (1950)
 KG0693
 KG0693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0693'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND ARE IN
 KG0693'EXCELLENT CONDITION.
 KG0693'
 KG0693'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KG0693'
 KG0693'THE STATION IS LOCATED ABOUT 16.0 MILES NORTH AND 4.5 MILES
 KG0693'WEST OF SMITH CENTER, ABOUT 7.0 MILES SOUTH AND 4.0 MILES EAST OF
 KG0693'FRANKLIN, NEBRASKA AND 0.5 MILE SOUTH OF THE KANSAS-NEBRASKA
 KG0693'STATE LINE ON LAND OWNED BY THE JOSEPH LIPPS ESTATE.  IT IS
 KG0693'IN A CULTIVATED FIELD, 200.0 FEET SOUTH OF AN EAST-WEST FENCE AND
 KG0693'2.5 FEET SOUTH OF A CAST IRON PIPE.  IT IS SET UNDERGROUND
 KG0693'10 INCHES AND IS STAMPED LIPPS 2 1935.
 KG0693'
 KG0693'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE HILL AT THE
 KG0693'EDGE OF A CULTIVATED FIELD AND IS ABOUT 22.0 FEET BELOW THE
 KG0693'ELEVATION OF THE STATION.  IT IS 23.0 FEET EAST OF THE CENTER OF
 KG0693'A DIRT ROAD AND DIRECTLY IN A NORTH-SOUTH FENCE LINE.  IT
 KG0693'PROJECTS 14 INCHES AND IS STAMPED LIPPS 2 NO 1 1935.
 KG0693'
 KG0693'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL AT THE
 KG0693'EDGE OF A CULTIVATED FIELD AND IS ABOUT 20.0 FEET BELOW THE
 KG0693'ELEVATION OF THE STATION.  IT IS 25.0 FEET SOUTH OF THE CENTER
 KG0693'OF A DRIVEWAY INTO THE FIELD, 23.0 FEET EAST OF THE CENTER OF
 KG0693'A DIRT ROAD AND DIRECTLY IN A NORTH-SOUTH FENCE LINE.  IT
 KG0693'PROJECTS 14 INCHES AND IS STAMPED LIPPS 2 NO 2 1935.
 KG0693'
 KG0693'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KG0693'NO. 2 IS 434.55 FEET.
 KG0693'
 KG0693'THE AZIMUTH MARK IS ABOUT 300.0 FEET SOUTH OF A CROSSROAD, 20.0
 KG0693'FEET EAST OF THE CENTER OF A GRADED ROAD, AND 1.5 FEET NORTH
 KG0693'OF A WITNESS POST AND 0.5 OF A FOOT WEST OF A NORTH-SOUTH
 KG0693'FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED LIPPS 2 AZIMUTH
 KG0693'1935.
 KG0693'
 KG0693'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 36
 KG0693'AND U.S. HIGHWAY NO. 281 JUST NORTH OF THE DEPOT IN SMITH CENTER,
 KG0693'GO WEST ON U.S. HIGHWAY NO. 36 FOR 4.2 MILES TO A CROSSROAD,
 KG0693'TURN RIGHT AND GO NORTH ON COUNTY ROUTE NO. 661 FOR 11.3 MILES TO
 KG0693'A CROSSROAD AT A SCHOOL HOUSE IN THE SW ANGLE, CONTINUE NORTH ON
 KG0693'A GRADED ROAD FOR 4.05 MILES TO THE TOP OF A RISE AND THE AZIMUTH
 KG0693'MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTH ON A DIRT ROAD
 KG0693'FOR 0.6 MILE TO A DRIVEWAY INTO FIELD ON THE RIGHT, TURN RIGHT
 KG0693'AND GO EAST ALONG THE SOUTH SIDE OF A FENCE FOR 0.1 MILE TO
 KG0693'THE TOP OF THE RISE AND THE STATION ABOUT 200.0 FEET SOUTH
 KG0693'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0659 ***********************************************************************
 JH0659  DESIGNATION -  LIPPS GRAIN BIN
 JH0659  PID         -  JH0659
 JH0659  STATE/COUNTY-  KS/GOVE
 JH0659  USGS QUAD   -  CASTLE ROCK NW (1972)
 JH0659
 JH0659                         *CURRENT SURVEY CONTROL
 JH0659  ___________________________________________________________________
 JH0659* NAD 83(1997)-  38 58 39.79214(N)    100 10 30.10294(W)     ADJUSTED  
 JH0659* NAVD 88     -                                                        
 JH0659  ___________________________________________________________________
 JH0659  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JH0659  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 JH0659
 JH0659  HORZ ORDER  -  THIRD
 JH0659
 JH0659.The horizontal coordinates were established by classical geodetic methods
 JH0659.and adjusted by the National Geodetic Survey in October 1998..
 JH0659
 JH0659
 JH0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0659
 JH0659.The geoid height was determined by GEOID03.
 JH0659
 JH0659;                    North         East     Units Scale Factor Converg.
 JH0659;SPC KS N     -    73,797.063   211,550.145   MT  0.99996814   -1 22 34.2
 JH0659;UTM  14      - 4,314,960.695   398,218.806   MT  0.99972756   -0 44 21.0
 JH0659
 JH0659                          SUPERSEDED SURVEY CONTROL
 JH0659
 JH0659  NAD 83(1986)-  38 58 39.79716(N)    100 10 30.10337(W) AD(       ) 4
 JH0659  NAD 27      -  38 58 39.77000(N)    100 10 28.64000(W) AD(       ) 3
 JH0659
 JH0659.Superseded values are not recommended for survey control.
 JH0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0659.See file dsdata.txt to determine how the superseded data were derived.
 JH0659
 JH0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ9821914961(NAD 83)
 JH0659_MARKER: 64 = SILO
 JH0659
 JH0659  HISTORY     - Date     Condition        Report By
 JH0659  HISTORY     - 1934     FIRST OBSERVED   CGS
 JH0659
 JH0659                          STATION DESCRIPTION
 JH0659
 JH0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JH0659'POINT OBSERVED UPON CENTER OF ROUND STEEL GRAIN BIN, BELONGING
 JH0659'TO MR. LIPP, ABOUT 3 MILES WEST OF COLLYER*, APPROXIMATELY 40
 JH0659'FEET HIGH.
 JH0659'
 JH0659'OBJECT WAS OBSERVED FROM BAKER, AND TED.  *(PLOTS 3 MI. AND
 JH0659'5 MI S OF COLLYER.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0137 ***********************************************************************
 JG0137  DESIGNATION -  LITTLE RIVER
 JG0137  PID         -  JG0137
 JG0137  STATE/COUNTY-  KS/RICE
 JG0137  USGS QUAD   -  LITTLE RIVER (1970)
 JG0137
 JG0137                         *CURRENT SURVEY CONTROL
 JG0137  ___________________________________________________________________
 JG0137* NAD 83(1986)-  38 24 05.     (N)    098 00 38.     (W)     SCALED    
 JG0137* NAVD 88     -       482.409  (meters)    1582.70   (feet)  ADJUSTED  
 JG0137  ___________________________________________________________________
 JG0137  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 JG0137  DYNAMIC HT  -         482.049 (meters)    1581.52  (feet)  COMP
 JG0137  MODELED GRAV-     979,867.0   (mgal)                       NAVD 88
 JG0137
 JG0137  VERT ORDER  -  SECOND    CLASS 0
 JG0137
 JG0137.The horizontal coordinates were scaled from a topographic map and have
 JG0137.an estimated accuracy of +/- 6 seconds.
 JG0137
 JG0137.The orthometric height was determined by differential leveling
 JG0137.and adjusted by the National Geodetic Survey in June 1991..
 JG0137
 JG0137.The geoid height was determined by GEOID03.
 JG0137
 JG0137.The dynamic height is computed by dividing the NAVD 88
 JG0137.geopotential number by the normal gravity value computed on the
 JG0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0137.degrees latitude (g = 980.6199 gals.).
 JG0137
 JG0137.The modeled gravity was interpolated from observed gravity values.
 JG0137
 JG0137;                    North         East    Units  Estimated Accuracy
 JG0137;SPC KS S     -   592,640.      442,750.      MT  (+/- 180 meters Scaled)
 JG0137
 JG0137                          SUPERSEDED SURVEY CONTROL
 JG0137
 JG0137  NGVD 29 (??/??/92)  482.243  (m)         1582.16   (f) ADJ UNCH    2 0
 JG0137
 JG0137.Superseded values are not recommended for survey control.
 JG0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0137.See file dsdata.txt to determine how the superseded data were derived.
 JG0137
 JG0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH863508(NAD 83)
 JG0137_MARKER: DB = BENCH MARK DISK
 JG0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0137_STAMPING: LITTLE RIVER 1934
 JG0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0137+STABILITY: SURFACE MOTION
 JG0137
 JG0137  HISTORY     - Date     Condition        Report By
 JG0137  HISTORY     - 1934     MONUMENTED       CGS
 JG0137  HISTORY     - 1961     GOOD             NGS
 JG0137
 JG0137                          STATION DESCRIPTION
 JG0137
 JG0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0137'AT LITTLE RIVER.
 JG0137'AT LITTLE RIVER, RICE COUNTY, 99 FEET NORTHEAST OF THE NORTHEAST
 JG0137'CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, AT
 JG0137'MILEAGE 66.15, 48 FEET WEST OF THE CENTERLINE OF MAIN STREET, AND
 JG0137'48 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 JG0137'STAMPED LITTLE RIVER 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JG0137
 JG0137                          STATION RECOVERY (1961)
 JG0137
 JG0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JG0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0725 ***********************************************************************
 JG0725  DESIGNATION -  LITTLE RIVER 2
 JG0725  PID         -  JG0725
 JG0725  STATE/COUNTY-  KS/RICE
 JG0725  USGS QUAD   -  LITTLE RIVER (1970)
 JG0725
 JG0725                         *CURRENT SURVEY CONTROL
 JG0725  ___________________________________________________________________
 JG0725* NAD 83(1997)-  38 23 38.72147(N)    098 03 04.45894(W)     ADJUSTED  
 JG0725* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 JG0725  ___________________________________________________________________
 JG0725  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 JG0725  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 JG0725
 JG0725  HORZ ORDER  -  SECOND
 JG0725
 JG0725.The horizontal coordinates were established by classical geodetic methods
 JG0725.and adjusted by the National Geodetic Survey in October 1998..
 JG0725
 JG0725.The orthometric height was scaled from a topographic map.
 JG0725
 JG0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0725
 JG0725.The geoid height was determined by GEOID03.
 JG0725
 JG0725;                    North         East     Units Scale Factor Converg.
 JG0725;SPC KS S     -   591,816.152   439,202.644   MT  0.99997042   +0 16 32.8
 JG0725;UTM  14      - 4,249,967.574   582,851.852   MT  0.99968454   +0 35 21.4
 JG0725
 JG0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0725!SPC KS S     -   0.99992019  x   0.99997042  =   0.99989061
 JG0725!UTM  14      -   0.99992019  x   0.99968454  =   0.99960475
 JG0725
 JG0725|---------------------------------------------------------------------|
 JG0725| PID    Reference Object                     Distance      Geod. Az  |
 JG0725|                                                           dddmmss.s |
 JG0725| CK9294 LITTLE RIVER 2 RM 1                  23.230 METERS 03451     |
 JG0725| CK9295 LITTLE RIVER 2 RM 2                  24.054 METERS 14946     |
 JG0725| JG0727 LYONS MUNICIPAL TANK                APPROX.14.1 KM 2482642.6 |
 JG0725| JG0753 CHASE MUNICIPAL TANK                APPROX.26.4 KM 2603533.4 |
 JG0725| CK9293 LITTLE RIVER 2 AZ MK                               3213255.4 |
 JG0725|---------------------------------------------------------------------|
 JG0725
 JG0725                          SUPERSEDED SURVEY CONTROL
 JG0725
 JG0725  NAD 83(1986)-  38 23 38.72925(N)    098 03 04.45997(W) AD(       ) 2
 JG0725  NAD 27      -  38 23 38.69900(N)    098 03 03.26900(W) AD(       ) 2
 JG0725
 JG0725.Superseded values are not recommended for survey control.
 JG0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0725.See file dsdata.txt to determine how the superseded data were derived.
 JG0725
 JG0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8285249968(NAD 83)
 JG0725_MARKER: DS = TRIANGULATION STATION DISK
 JG0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0725_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0725
 JG0725  HISTORY     - Date     Condition        Report By
 JG0725  HISTORY     - 1953     MONUMENTED       CGS
 JG0725  HISTORY     - 1961     GOOD             CGS
 JG0725  HISTORY     - 1970     GOOD             NGS
 JG0725
 JG0725                          STATION DESCRIPTION
 JG0725
 JG0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0725'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF LITTLE RIVER
 JG0725'ON LAND OWNED BY MR. PAUL THOMPSON, IN THE SOUTHWEST QUARTER
 JG0725'OF SECTION 13, T 19 S, R 7 W, ON THE HIGHEST POINT OF A HILL
 JG0725'AND IN THE CENTER OF A CIRCULAR PIT THAT IS ABOUT 5 FEET IN
 JG0725'DIAMETER AND 20 INCHES DEEP, AND 4 FEET SOUTHWEST OF A
 JG0725'4 IN X 4 IN WITNESS POST.
 JG0725'
 JG0725'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 46
 JG0725'AND U.S. HIGHWAY NO. 50 N ABOUT 1-1/2 MILES SOUTH OF LITTLE
 JG0725'RIVER, GO WEST ON 50 N FOR 2.0 MILES, THEN RIGHT, NORTH, ON A
 JG0725'GRADED ROAD FOR 1.0 MILE, THEN BEAR RIGHT, NORTHEAST, (PASSING
 JG0725'THROUGH A WIRE GATE) FOR 0.1 MILE ACROSS PASTURE LAND TO THE
 JG0725'STATION.  TO REACH THE AZIMUTH MARK FROM THE WIRE GATE, CONTINUE
 JG0725'NORTHERLY ON THE GRADED ROAD FOR 0.8 MILE TO THE MARK ON THE
 JG0725'RIGHT.
 JG0725'
 JG0725'THE STATION MARK PROJECTS 6 INCHES FROM THE BOTTOM OF THE PIT,
 JG0725'AND THE DISK IS STAMPED LITTLE RIVER 2 1952.
 JG0725'
 JG0725'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL.  IT
 JG0725'PROJECTS 6 INCHES, AND THE DISK IS STAMPED LITTLE RIVER 2 NO 1
 JG0725'1952.
 JG0725'
 JG0725'REFERENCE MARK NO. 2 IS ON THE SOUTHERLY SLOPE OF THE HILL.  IT
 JG0725'PROJECTS 6 INCHES, AND THE DISK IS STAMPED LITTLE RIVER 2 NO 2 1952.
 JG0725'
 JG0725'THE AZIMUTH MARK IS 35 FEET NORTH OF A FARM LANE, 30 FEET EAST
 JG0725'OF THE CENTER OF THE GRADED DIRT ROAD, AND 5 FEET SOUTH OF A
 JG0725'4 IN X 4 IN WITNESS POST.  IT PROJECTS 6 INCHES, AND THE
 JG0725'DISK IS STAMPED LITTLE RIVER 2 1952.
 JG0725'
 JG0725'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JG0725
 JG0725                          STATION RECOVERY (1961)
 JG0725
 JG0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JG0725'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED WITH ALL
 JG0725'MARKS IN GOOD CONDITION.  THERE HAVE BEEN SOME CHANGES IN
 JG0725'ROAD NUMBERS SO A COMPLETE DESCRIPTION FOLLOWS-
 JG0725'
 JG0725'THE STATION IS LOCATED, AIRLINE, ABOUT 13 MILES WEST OF
 JG0725'MC PHERSON, 8-1/2 MILES EAST-NORTHEAST OF LYONS, AND 2-1/2
 JG0725'MILES WEST OF LITTLE RIVER ON A LOW HILL IN PASTURE LAND.
 JG0725'
 JG0725'TO REACH THE STATION FROM THE POST OFFICE IN LITTLE RIVER GO
 JG0725'SOUTHWEST AND SOUTH ON MAIN ST. AND STATE ROUTE 46 FOR 1.6 MILES
 JG0725'TO A CROSSROAD AND JUNCTION WITH STATE HIGHWAY 56.  TURN RIGHT
 JG0725'AND GO WEST ON STATE HIGHWAY 56 FOR 2.0 MILES TO A CROSSROAD,
 JG0725'TURN RIGHT AND GO NORTH 1.0 MILE TO A CROSSROAD.  CONTINUE NORTH
 JG0725'ABOUT 50 FEET TO A GATE ON THE RIGHT, PASS THROUGH THE GATE
 JG0725'AND GO NORTHEAST 0.2 MILE, ACROSS COUNTRY, TO THE HIGHEST
 JG0725'POINT AND THE STATION.
 JG0725'
 JG0725'THE STATION MARK IS A STANDARD DISK STAMPED LITTLE RIVER 2 1952
 JG0725'CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 JG0725'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 13.3 FEET NORTH
 JG0725'OF A WITNESS POST.
 JG0725'
 JG0725'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LITTLE
 JG0725'RIVER 2 NO 1 1952 CEMENTED IN THE TOP OF A 12-INCH DIAMETER
 JG0725'CONCRETE CYLINDER PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 JG0725'GROUND.  IT IS ABOUT 2.5 FEET LOWER THAN STATION ELEVATION.
 JG0725'
 JG0725'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LITTLE
 JG0725'RIVER 2 NO 2 1952 CEMENTED IN THE TOP OF A 12-INCH-DIAMETER
 JG0725'CONCRETE CYLINDER PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE
 JG0725'OF THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN STATION ELEVATION.
 JG0725'
 JG0725'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LITTLE RIVER 2 1952
 JG0725'CEMENTED IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER
 JG0725'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 40.5
 JG0725'FEET NORTH-NORTHWEST OF A GRADED ROAD AND A TRACK ROAD
 JG0725'INTERSECTION AND 4.5 FEET SOUTH-SOUTHEAST OF A WITNESS POST AND
 JG0725'ABOUT 100 FEET SOUTHWEST OF AN ARM OF A SMALL RESERVOIR.
 JG0725'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED ABOVE GO
 JG0725'NORTH 0.5 MILE ON THE GRADED ROAD TO A CURVE, CONTINUE
 JG0725'LEFT, DOWNHILL, 0.3 MILE TO A DIM TRACK ROAD AND THE MARK
 JG0725'ON THE RIGHT.
 JG0725
 JG0725                          STATION RECOVERY (1970)
 JG0725
 JG0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JG0725'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS WERE
 JG0725'FOUND TO BE IN GOOD CONDITION.  ALL MEASUREMENTS WERE CONFIRMED.
 JG0725'THE 1961 DESCRIPTION IS ADEQUATE.  STATE HIGHWAY 56 IS NOW U.S.
 JG0725'HIGHWAY 56.  THE LAND IS OWNED BY MR. DALE OSWALTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1406 ***********************************************************************
 HF1406  DESIGNATION -  LIVINGOODS HOUSE CHIMNEY
 HF1406  PID         -  HF1406
 HF1406  STATE/COUNTY-  KS/HARPER
 HF1406  USGS QUAD   -  BLUFF CITY WEST (1971)
 HF1406
 HF1406                         *CURRENT SURVEY CONTROL
 HF1406  ___________________________________________________________________
 HF1406* NAD 83(1997)-  37 00 10.67768(N)    097 56 45.17957(W)     ADJUSTED  
 HF1406* NAVD 88     -                                                        
 HF1406  ___________________________________________________________________
 HF1406  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 HF1406  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 HF1406
 HF1406  HORZ ORDER  -  THIRD
 HF1406
 HF1406.The horizontal coordinates were established by classical geodetic methods
 HF1406.and adjusted by the National Geodetic Survey in October 1998..
 HF1406
 HF1406
 HF1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1406
 HF1406.The geoid height was determined by GEOID03.
 HF1406
 HF1406;                    North         East     Units Scale Factor Converg.
 HF1406;SPC KS S     -   437,471.506   449,323.727   MT  1.00006229   +0 20 25.9
 HF1406;UTM  14      - 4,095,720.690   593,788.995   MT  0.99970836   +0 38 04.1
 HF1406
 HF1406                          SUPERSEDED SURVEY CONTROL
 HF1406
 HF1406  NAD 83(1997)-  37 00 10.67988(N)    097 56 45.18220(W) AD(       ) 4
 HF1406  NAD 83(1986)-  37 00 10.68439(N)    097 56 45.17256(W) AD(       ) 4
 HF1406  NAD 27      -  37 00 10.59400(N)    097 56 43.95500(W) AD(       ) 3
 HF1406
 HF1406.Superseded values are not recommended for survey control.
 HF1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1406.See file dsdata.txt to determine how the superseded data were derived.
 HF1406
 HF1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9378995721(NAD 83)
 HF1406_MARKER: Z = SEE DESCRIPTION
 HF1406_SETTING: 0 = UNSPECIFIED SETTING
 HF1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1406
 HF1406  HISTORY     - Date     Condition        Report By
 HF1406  HISTORY     - 1902     MONUMENTED       CGS
 HF1406  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HF1406
 HF1406                          STATION DESCRIPTION
 HF1406
 HF1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 HF1406'CHIMNEY STRUCK BY LIGHTNING, BUT REBUILT SAME SIZE IN SAME
 HF1406'POSITION, POSSIBLY GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0015 ***********************************************************************
 JH0015  DESIGNATION -  LL 151
 JH0015  PID         -  JH0015
 JH0015  STATE/COUNTY-  KS/GOVE
 JH0015  USGS QUAD   -  ORION NE (1972)
 JH0015
 JH0015                         *CURRENT SURVEY CONTROL
 JH0015  ___________________________________________________________________
 JH0015* NAD 83(1986)-  38 56 20.     (N)    100 30 02.     (W)     SCALED    
 JH0015* NAVD 88     -       827.160  (meters)    2713.77   (feet)  ADJUSTED  
 JH0015  ___________________________________________________________________
 JH0015  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 JH0015  DYNAMIC HT  -         826.507 (meters)    2711.63  (feet)  COMP
 JH0015  MODELED GRAV-     979,810.9   (mgal)                       NAVD 88
 JH0015
 JH0015  VERT ORDER  -  SECOND    CLASS 0
 JH0015
 JH0015.The horizontal coordinates were scaled from a topographic map and have
 JH0015.an estimated accuracy of +/- 6 seconds.
 JH0015
 JH0015.The orthometric height was determined by differential leveling
 JH0015.and adjusted by the National Geodetic Survey in June 1991..
 JH0015
 JH0015.The geoid height was determined by GEOID03.
 JH0015
 JH0015.The dynamic height is computed by dividing the NAVD 88
 JH0015.geopotential number by the normal gravity value computed on the
 JH0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0015.degrees latitude (g = 980.6199 gals.).
 JH0015
 JH0015.The modeled gravity was interpolated from observed gravity values.
 JH0015
 JH0015;                    North         East    Units  Estimated Accuracy
 JH0015;SPC KS N     -    70,220.      183,230.      MT  (+/- 180 meters Scaled)
 JH0015
 JH0015                          SUPERSEDED SURVEY CONTROL
 JH0015
 JH0015  NGVD 29 (??/??/92)  826.846  (m)         2712.74   (f) ADJ UNCH    2 0
 JH0015
 JH0015.Superseded values are not recommended for survey control.
 JH0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0015.See file dsdata.txt to determine how the superseded data were derived.
 JH0015
 JH0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ699110(NAD 83)
 JH0015_MARKER: DB = BENCH MARK DISK
 JH0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0015_STAMPING: LL 151 1934
 JH0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0015+STABILITY: SURFACE MOTION
 JH0015
 JH0015  HISTORY     - Date     Condition        Report By
 JH0015  HISTORY     - 1934     MONUMENTED       CGS
 JH0015  HISTORY     - 1942     MARK NOT FOUND   NGS
 JH0015  HISTORY     - 1972     GOOD             USGS
 JH0015
 JH0015                          STATION DESCRIPTION
 JH0015
 JH0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0015'2 MI S FROM GOVE.
 JH0015'2.0 MILES SOUTH ALONG A SURFACED ROAD (OLD STATE HIGHWAY 23)
 JH0015'FROM THE COURTHOUSE AT GOVE, GOVE COUNTY, 0.4 MILE SOUTH OF A
 JH0015'RIGHT-ANGLE TURN IN THE ROAD, ON THE TOP OF A SLIGHT HILL, AND
 JH0015'35 FEET EAST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 JH0015'STAMPED LL 151 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JH0015
 JH0015                          STATION RECOVERY (1942)
 JH0015
 JH0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0015'MARK NOT FOUND.
 JH0015
 JH0015                          STATION RECOVERY (1972)
 JH0015
 JH0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JH0015'GOVE, 2.0 MILES SOUTH OF, ALONG OLD DIRT ROAD, NEAR 1/4 CORNER
 JH0015'BETWEEN SECTIONS 11 & 12. T-11 S., R-29 W. 0.4 MI SOUTH OF RIGHT
 JH0015'ANGLE TURN IN ROAD . AT TOP OF SLIGHT HILL. 35 FT. EAST OF CENTERLINE
 JH0015'OF ROAD. SET IN CONC. POST FLUSH WITH GROUND. A STD TABLET STAMPED
 JH0015'LL-151 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0215 ***********************************************************************
 KH0215  DESIGNATION -  LL 156
 KH0215  PID         -  KH0215
 KH0215  STATE/COUNTY-  KS/DECATUR
 KH0215  USGS QUAD   -  OBERLIN NE (1978)
 KH0215
 KH0215                         *CURRENT SURVEY CONTROL
 KH0215  ___________________________________________________________________
 KH0215* NAD 83(1986)-  39 59 09.     (N)    100 32 50.     (W)     SCALED    
 KH0215* NAVD 88     -       771.004  (meters)    2529.54   (feet)  ADJUSTED  
 KH0215  ___________________________________________________________________
 KH0215  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 KH0215  DYNAMIC HT  -         770.475 (meters)    2527.80  (feet)  COMP
 KH0215  MODELED GRAV-     979,914.4   (mgal)                       NAVD 88
 KH0215
 KH0215  VERT ORDER  -  SECOND    CLASS 0
 KH0215
 KH0215.The horizontal coordinates were scaled from a topographic map and have
 KH0215.an estimated accuracy of +/- 6 seconds.
 KH0215
 KH0215.The orthometric height was determined by differential leveling
 KH0215.and adjusted by the National Geodetic Survey in June 1991..
 KH0215
 KH0215.The geoid height was determined by GEOID03.
 KH0215
 KH0215.The dynamic height is computed by dividing the NAVD 88
 KH0215.geopotential number by the normal gravity value computed on the
 KH0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0215.degrees latitude (g = 980.6199 gals.).
 KH0215
 KH0215.The modeled gravity was interpolated from observed gravity values.
 KH0215
 KH0215;                    North         East    Units  Estimated Accuracy
 KH0215;SPC KS N     -   186,520.      182,460.      MT  (+/- 180 meters Scaled)
 KH0215
 KH0215                          SUPERSEDED SURVEY CONTROL
 KH0215
 KH0215  NGVD 29 (??/??/92)  770.700  (m)         2528.54   (f) ADJ UNCH    2 0
 KH0215
 KH0215.Superseded values are not recommended for survey control.
 KH0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0215.See file dsdata.txt to determine how the superseded data were derived.
 KH0215
 KH0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK678273(NAD 83)
 KH0215_MARKER: DB = BENCH MARK DISK
 KH0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0215_STAMPING: LL 156 1934
 KH0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0215+STABILITY: SURFACE MOTION
 KH0215
 KH0215  HISTORY     - Date     Condition        Report By
 KH0215  HISTORY     - 1934     MONUMENTED       CGS
 KH0215  HISTORY     - 1977     MARK NOT FOUND   USGS
 KH0215
 KH0215                          STATION DESCRIPTION
 KH0215
 KH0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0215'0.9 MI NE FROM CEDAR BLUFFS.
 KH0215'0.9 MILES NORTHEAST OF BURLINGTON STATION AT CEDAR BLUFFS 100
 KH0215'FEET NORTHWEST OF CROSSING, 50 FEET NORTH OF C.B. AND Q. RR.
 KH0215'TRACK.
 KH0215
 KH0215                          STATION RECOVERY (1977)
 KH0215
 KH0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KH0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1085 ***********************************************************************
 KE1085  CBN         -  This is a Cooperative Base Network Control Station.
 KE1085  SACS        -  This is a Secondary Airport Control Station.
 KE1085  DESIGNATION -  LLOYD
 KE1085  PID         -  KE1085
 KE1085  STATE/COUNTY-  KS/DOUGLAS
 KE1085  USGS QUAD   -  MIDLAND (1978)
 KE1085
 KE1085                         *CURRENT SURVEY CONTROL
 KE1085  ___________________________________________________________________
 KE1085* NAD 83(1997)-  39 00 21.90814(N)    095 12 49.72860(W)     ADJUSTED  
 KE1085* NAVD 88     -       252.603  (meters)     828.75   (feet)  ADJUSTED  
 KE1085  ___________________________________________________________________
 KE1085  X           -    -451,007.790 (meters)                     COMP
 KE1085  Y           -  -4,942,539.077 (meters)                     COMP
 KE1085  Z           -   3,992,980.990 (meters)                     COMP
 KE1085  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 KE1085  ELLIP HEIGHT-         220.77  (meters)          (08/12/03) GPS OBS
 KE1085  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KE1085  DYNAMIC HT  -         252.438 (meters)     828.21  (feet)  COMP
 KE1085  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 KE1085
 KE1085  HORZ ORDER  -  A
 KE1085  VERT ORDER  -  FIRST     CLASS II
 KE1085  ELLP ORDER  -  FOURTH    CLASS I
 KE1085
 KE1085.This mark is at Lawrence Municipal Airport (LWC)
 KE1085
 KE1085.The horizontal coordinates were established by GPS observations
 KE1085.and adjusted by the National Geodetic Survey in August 2003..
 KE1085
 KE1085.The orthometric height was determined by differential leveling
 KE1085.and adjusted by the National Geodetic Survey in June 1991..
 KE1085
 KE1085.Photographs are available for this station.
 KE1085
 KE1085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1085
 KE1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1085
 KE1085.The ellipsoidal height was determined by GPS observations
 KE1085.and is referenced to NAD 83.
 KE1085
 KE1085.The geoid height was determined by GEOID03.
 KE1085
 KE1085.The dynamic height is computed by dividing the NAVD 88
 KE1085.geopotential number by the normal gravity value computed on the
 KE1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1085.degrees latitude (g = 980.6199 gals.).
 KE1085
 KE1085.The modeled gravity was interpolated from observed gravity values.
 KE1085
 KE1085;                    North         East     Units Scale Factor Converg.
 KE1085;SPC KS N     -    78,394.968   641,290.341   MT  0.99996592   +1 45 46.3
 KE1085;UTM  15      - 4,319,783.435   308,308.415   MT  1.00005248   -1 23 37.7
 KE1085
 KE1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1085!SPC KS N     -   0.99996536  x   0.99996592  =   0.99993128
 KE1085!UTM  15      -   0.99996536  x   1.00005248  =   1.00001784
 KE1085
 KE1085|---------------------------------------------------------------------|
 KE1085| PID    Reference Object                     Distance      Geod. Az  |
 KE1085|                                                           dddmmss.s |
 KE1085| AJ8082 LWC A                               397.616 METERS 31953     |
 KE1085|---------------------------------------------------------------------|
 KE1085
 KE1085                          SUPERSEDED SURVEY CONTROL
 KE1085
 KE1085  NAD 83(1997)-  39 00 21.90773(N)    095 12 49.72941(W) AD(       ) 1
 KE1085  ELLIP H (03/07/02)  220.76   (m)                       GP(       ) 4 2
 KE1085  NAD 83(1997)-  39 00 21.90772(N)    095 12 49.73012(W) AD(       ) 3
 KE1085  ELLIP H (10/02/98)  220.80   (m)                       GP(       ) 4 1
 KE1085  NAD 83(1986)-  39 00 21.91500(N)    095 12 49.73165(W) AD(       ) 3
 KE1085  NAVD 88 (03/07/02)  252.60   (m)          828.7    (f) LEVELING    3  
 KE1085  NGVD 29 (02/23/90)  252.51   (m)          828.4    (f) LEVELING    3  
 KE1085
 KE1085.Superseded values are not recommended for survey control.
 KE1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1085.See file dsdata.txt to determine how the superseded data were derived.
 KE1085
 KE1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD0830819783(NAD 83)
 KE1085_MARKER: DH = HORIZONTAL CONTROL DISK
 KE1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1085_SP_SET: CONCRETE POST
 KE1085_STAMPING: LLOYD 1986
 KE1085_MARK LOGO: NGS   
 KE1085_PROJECTION: RECESSED 1 CENTIMETERS
 KE1085_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1085+STABILITY: SURFACE MOTION
 KE1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1085+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003
 KE1085
 KE1085  HISTORY     - Date     Condition        Report By
 KE1085  HISTORY     - 1986     MONUMENTED       NGS
 KE1085  HISTORY     - 19890419 GOOD             NGS
 KE1085  HISTORY     - 19910505 GOOD             NGS
 KE1085  HISTORY     - 20001004 GOOD             LOCSUR
 KE1085  HISTORY     - 20010427 GOOD             MSAM
 KE1085  HISTORY     - 20030916 GOOD             NGS
 KE1085
 KE1085                          STATION DESCRIPTION
 KE1085
 KE1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1085'6.2 KM (3.85 MI) NORTH FROM LAWRENCE.
 KE1085'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 KE1085'5.9 KM (3.65 MI) EAST, NORTH, AND EAST ALONG U.S. HIGHWAY 40 FROM ITS
 KE1085'JUNCTION WITH U.S. HIGHWAY 59 IN LAWRENCE, THENCE 0.5 KM (0.3 MI)
 KE1085'NORTH ALONG A PAVED ROAD, THENCE 0.8 KM (0.5 MI) EASTERLY ALONG THE
 KE1085'AIRPORT ENTRANCE AND A TAXIWAY, AT THE LAWRENCE MUNICIPAL AIRPORT,
 KE1085'123.1 M (403.9 FT) NORTHWEST OF THE SOUTHEAST END OF A RUNWAY, 16.6 M
 KE1085'(54.9 FT) SOUTHWEST OF THE CENTERLINE OF THE RUNWAY, AND 15.1 M
 KE1085'(43.5 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY.  NOTE--AN
 KE1085'UNDERGROUND MARK STAMPED--LLOYD 1986--WAS SET 42-INCHES BELOW THE
 KE1085'GROUND SURFACE.
 KE1085'THE MARK IS 1.0 METERS  SW FROM  A WITNESS POST
 KE1085
 KE1085                          STATION RECOVERY (1989)
 KE1085
 KE1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE1085'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTH OF LAWRENCE, AT
 KE1085'THE LAWRENCE MUNICIPAL AIRPORT, IN THE SOUTHWEST ANGLE OF THE JUNCTION
 KE1085'OF A TAXIWAY AND A PARALLEL TAXIWAY FOR RUNWAY 14-32.  OWNERSHIP--CITY
 KE1085'OF LAWRENCE, C/O AIRPORT MANAGER MIKE WILDGEN, 2500 AIRPORT ROAD,
 KE1085'LAWRENCE KS 66044.  PHONE (913)842-0000.
 KE1085'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24, 40 AND 59
 KE1085'NORTH OF LAWRENCE, GO EAST FOR 1.5 KM (0.95 MI) ON HIGHWAYS 24 AND 40
 KE1085'TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.5 KM (0.30 MI) ON
 KE1085'AIRPORT ROAD TO THE EAST SIDE OF TERMINAL AND GATE ON THE RIGHT.
 KE1085'CONTINUE NORTH FOR 50 METERS, PASSING THROUGH THE GATE AND ON A PAVED
 KE1085'ROAD TO A TAXIWAY.  TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.10 MI)
 KE1085'ON THE TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE A PARALLEL
 KE1085'TAXIWAY.
 KE1085'THE STATION IS A STANDARD NGS DISK, SET IN THE TOP OF A 30 CM ROUND
 KE1085'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 22.6 M (74.1 FT) SOUTH
 KE1085'FROM THE JUNCTION OF THE EXTENDED CENTER OF A TAXIWAY AND THE CENTER
 KE1085'OF A PARALLEL TAXIWAY, 9.3 M (30.5 FT) SOUTHEAST FROM THE SOUTHEAST
 KE1085'CURVING EDGE OF A TAXIWAY, AND 8.5 M (27.9 FT) SOUTHWEST FROM THE
 KE1085'SOUTHWEST EDGE OF A PARALLEL TAXIWAY.
 KE1085'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 KE1085
 KE1085                          STATION RECOVERY (1991)
 KE1085
 KE1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KE1085'THE STATION IS LOCATED AT THE LAWRENCE MUNICIPAL AIRPORT AT THE
 KE1085'SOUTHEAST SECTION OF THE FIELD, 54.5 FT (16.6 M) SOUTHEAST OF A TXWY,
 KE1085'50.0 FT (15.2 M) SOUTHWEST OF THE TXWY RUNNING PARALLEL RWY 15/33,
 KE1085'26.7 FT (8.1 M) WEST OF A TXWY LIGHT, AND 15.2 FT (4.6 M) SOUTH OF THE
 KE1085'TXWY LIGHT IN THE CORNER.  THIS IS A STANDARD NGS TRIANGULATION DISK
 KE1085'SET IN CONCRETE FLUSH WITH THE GROUND AND ABOUT 1 FT (0.3 M) BELOW THE
 KE1085'TXWY.  THE DISK IS STAMPED LLOYD 1986.
 KE1085
 KE1085                          STATION RECOVERY (2000)
 KE1085
 KE1085'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 KE1085'RECOVERY NOTE OF 1991 STILL VALID.
 KE1085'SET CARSONITE POST 2-FEET NORTH OF STATION.
 KE1085
 KE1085                          STATION RECOVERY (2001)
 KE1085
 KE1085'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 KE1085'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 KE1085' 
 KE1085'RECOVERED DESCRIBED, EXCEPT ADD THIS STATION AS DESIGNATED AS A
 KE1085'SECONDARY AIRPORT CONTROL STATION.
 KE1085' 
 KE1085'
 KE1085
 KE1085                          STATION RECOVERY (2003)
 KE1085
 KE1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (CSM)
 KE1085'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS A SECONDARY AIRPORT
 KE1085'CONTROL STATION.
 KE1085' 
 KE1085'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1086 ***********************************************************************
 KE1086  SACS        -  This is a Secondary Airport Control Station.
 KE1086  DESIGNATION -  LLOYD AZ MK
 KE1086  PID         -  KE1086
 KE1086  STATE/COUNTY-  KS/DOUGLAS
 KE1086  USGS QUAD   -  MIDLAND (1978)
 KE1086
 KE1086                         *CURRENT SURVEY CONTROL
 KE1086  ___________________________________________________________________
 KE1086* NAD 83(1997)-  39 00 49.72682(N)    095 12 59.04494(W)     ADJUSTED  
 KE1086* NAVD 88     -       252.867  (meters)     829.61   (feet)  ADJUSTED  
 KE1086  ___________________________________________________________________
 KE1086  X           -    -451,181.952 (meters)                     COMP
 KE1086  Y           -  -4,941,981.141 (meters)                     COMP
 KE1086  Z           -   3,993,647.774 (meters)                     COMP
 KE1086  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 KE1086  ELLIP HEIGHT-         221.04  (meters)          (07/29/04) GPS OBS
 KE1086  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KE1086  DYNAMIC HT  -         252.702 (meters)     829.07  (feet)  COMP
 KE1086  MODELED GRAV-     979,972.0   (mgal)                       NAVD 88
 KE1086
 KE1086  HORZ ORDER  -  FIRST
 KE1086  VERT ORDER  -  FIRST     CLASS II
 KE1086  ELLP ORDER  -  FOURTH    CLASS II
 KE1086
 KE1086.This mark is at Lawrence Municipal Airport (LWC)
 KE1086
 KE1086.The horizontal coordinates were established by GPS observations
 KE1086.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 KE1086
 KE1086.The orthometric height was determined by differential leveling
 KE1086.and adjusted by the National Geodetic Survey in June 1991..
 KE1086
 KE1086.Photographs are available for this station.
 KE1086
 KE1086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1086
 KE1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1086
 KE1086.The ellipsoidal height was determined by GPS observations
 KE1086.and is referenced to NAD 83.
 KE1086
 KE1086.The geoid height was determined by GEOID03.
 KE1086
 KE1086.The dynamic height is computed by dividing the NAVD 88
 KE1086.geopotential number by the normal gravity value computed on the
 KE1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1086.degrees latitude (g = 980.6199 gals.).
 KE1086
 KE1086.The modeled gravity was interpolated from observed gravity values.
 KE1086
 KE1086;                    North         East     Units Scale Factor Converg.
 KE1086;SPC KS N     -    79,245.505   641,039.931   MT  0.99996535   +1 45 40.4
 KE1086;UTM  15      - 4,320,646.547   308,105.204   MT  1.00005344   -1 23 44.4
 KE1086
 KE1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1086!SPC KS N     -   0.99996532  x   0.99996535  =   0.99993067
 KE1086!UTM  15      -   0.99996532  x   1.00005344  =   1.00001876
 KE1086
 KE1086:                Primary Azimuth Mark                     Grid Az
 KE1086:SPC KS N     -  LWC A                                    181 33 15.8
 KE1086:UTM  15      -  LWC A                                    184 42 40.6
 KE1086
 KE1086|---------------------------------------------------------------------|
 KE1086| PID    Reference Object                     Distance      Geod. Az  |
 KE1086|                                                           dddmmss.s |
 KE1086| AJ8082 LWC A                               APPROX. 0.6 KM 1831856.2 |
 KE1086|---------------------------------------------------------------------|
 KE1086
 KE1086                          SUPERSEDED SURVEY CONTROL
 KE1086
 KE1086  ELLIP H (03/07/02)  221.02   (m)                       GP(       ) 4 2
 KE1086  NAD 83(1997)-  39 00 49.72583(N)    095 12 59.04524(W) AD(       ) 3
 KE1086  ELLIP H (10/02/98)  220.62   (m)                       GP(       ) 4 1
 KE1086  NAD 83(1986)-  39 00 49.73332(N)    095 12 59.04673(W) AD(       ) 3
 KE1086  NAVD 88 (03/07/02)  252.86   (m)          829.6    (f) LEVELING    3  
 KE1086  NGVD 29 (02/23/90)  252.78   (m)          829.3    (f) LEVELING    3  
 KE1086
 KE1086.Superseded values are not recommended for survey control.
 KE1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1086.See file dsdata.txt to determine how the superseded data were derived.
 KE1086
 KE1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD0810520647(NAD 83)
 KE1086_MARKER: DZ = AZIMUTH MARK DISK
 KE1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1086_SP_SET: CONCRETE POST
 KE1086_STAMPING: LLOYD 1986
 KE1086_MARK LOGO: NGS   
 KE1086_PROJECTION: FLUSH
 KE1086_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KE1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1086+STABILITY: SURFACE MOTION
 KE1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1086+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2001
 KE1086
 KE1086  HISTORY     - Date     Condition        Report By
 KE1086  HISTORY     - 1986     MONUMENTED       NGS
 KE1086  HISTORY     - 19890701 GOOD             NGS
 KE1086  HISTORY     - 19910505 GOOD             NGS
 KE1086  HISTORY     - 20001004 GOOD             LOCSUR
 KE1086  HISTORY     - 20010427 GOOD             MSAM
 KE1086
 KE1086                          STATION DESCRIPTION
 KE1086
 KE1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1086'7.2 KM (4.5 MI) NORTH FROM LAWRENCE.
 KE1086'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 KE1086'5.9 KM (3.65 MI) EAST, NORTH, AND EAST ALONG U.S. HIGHWAY 40 FROM ITS
 KE1086'JUNCTION WITH U.S. HIGHWAY 59 IN LAWRENCE, THENCE 0.5 KM (0.3 MI)
 KE1086'NORTH ALONG A PAVED ROAD, THENCE 0.8 KM (0.5 MI) NORTH ALONG THE
 KE1086'AIRPORT ENTRANCE, A TAXIWAY, AND A RUNWAY, AT THE LAWRENCE MUNICIPAL
 KE1086'AIRPORT, 193.9 M (636.2 FT) SOUTH OF THE NORTH END OF THE RUNWAY,
 KE1086'27.4 M (89.9 FT) NORTHEAST OF THE NORTHEAST EDGE OF A RUNWAY, AND
 KE1086'8.0 M (26.2 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY.
 KE1086'NOTE--AN UNDERGROUND MARK STAMPED--LLOYD 1986--WAS SET 42-INCHES BELOW
 KE1086'THE GROUND SURFACE.
 KE1086'THE MARK IS 1.1 METERS  SE FROM  A WITNESS POST
 KE1086
 KE1086                          STATION RECOVERY (1989)
 KE1086
 KE1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE1086'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH OF LAWRENCE, 3.4 KM
 KE1086'(2.10 MI) SOUTH OF THE DOUGLAS-JEFFERSON COUNTY LINE, AT THE LAWRENCE
 KE1086'MUNICIPAL AIRPORT, IN THE NORTH ANGLE OF THE JUNCTION OF THE RUNWAYS,
 KE1086'IN NORTH CENTRAL SECTION 17, T 12 S, R 20 E.  OWNERSHIP--CITY OF
 KE1086'LAWRENCE, 6TH AND MASSACHUSETTS, LAWRENCE KS 66044.  AIRPORT MANAGER,
 KE1086'LLOYD HETRICK, PHONE (913)842-0000.
 KE1086'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24, 40 AND 59
 KE1086'ON THE NORTH SIDE OF LAWRENCE, GO EAST ON HIGHWAYS 24 AND 40 FOR 1.45
 KE1086'KM (0.90 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO
 KE1086'NORTH FOR 0.5 KM (0.30 MI) TO THE EAST SIDE OF TERMINAL AND GATE ON
 KE1086'THE RIGHT.  PASS THROUGH GATE AND GO 45.7 M (149.9 FT) TO THE RAMP.
 KE1086'BEAR RIGHT AND GO NORTHEAST FOR 0.2 KM (0.10 MI) TO THE TAXIWAY AND
 KE1086'LLOYD 1986 ON THE RIGHT.  TURN LEFT AND GO NORTHWEST ON TAXIWAY FOR
 KE1086'0.65 KM (0.40 MI) TO RUNWAY 1-19.  CROSS RUNWAY, THEN TURN RIGHT AND
 KE1086'GO NORTH FOR 0.25 KM (0.15 MI), CROSSING RUNWAY 16-34, TO THE STATION
 KE1086'ON THE LEFT.
 KE1086'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND
 KE1086'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 46.3 M (151.9 FT)
 KE1086'NORTHEAST OF THE CENTER OF RUNWAY 16-34, 19.4 M (63.6 FT) WEST OF THE
 KE1086'CENTER OF RUNWAY 1-19, 9.2 M (30.2 FT) NORTHWEST OF A RUNWAY LIGHT AND
 KE1086'1.0 M (3.3 FT) EAST OF A CARSONITE WITNESS POST.
 KE1086'DESCRIBED BY G.R. HEID, TYPED BY HJS.
 KE1086
 KE1086                          STATION RECOVERY (1991)
 KE1086
 KE1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KE1086'THIS STATION IS LOCATED APPROXIMATELY 250 FT (76.2 M) NORTH OF THE
 KE1086'RUNWAY INTERSECTION AT THE LAWRENCE MUNICIPAL AIRPORT, 149.3 FT (45.5
 KE1086'M) NORTHEAST OF THE CL RWY 15/33, 63.6 FT (19.4 M) NORTHWEST OF THE CL
 KE1086'RWY 1/19, 30.3 FT (9.2 M) NORTH OF THE FIRST RWY LIGHT NORTHEAST OF
 KE1086'CORNER (SERVING RWY 1/19) AND 3 FT (0.9 M) SOUTHEAST OF A FIBERGLASS
 KE1086'WITNESS POST.  THE STATION IS A STANDARD NGS AZ MK DISK SET IN
 KE1086'CONCRETE FLUSH WITH THE GROUND.  THE DISK IS STAMPED LLOYD 1986.
 KE1086
 KE1086                          STATION RECOVERY (2000)
 KE1086
 KE1086'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 KE1086'RECOVERY NOTE OF 1991 STILL VALID.
 KE1086
 KE1086                          STATION RECOVERY (2001)
 KE1086
 KE1086'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 KE1086'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 KE1086' 
 KE1086'RECOVERED DESCRIBED, EXCEPT ADD THIS STATION AS DESIGNATED AS A
 KE1086'SECONDARY AIRPORT CONTROL STATION.
 KE1086'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1492 ***********************************************************************
 JE1492  DESIGNATION -  LOCK
 JE1492  PID         -  JE1492
 JE1492  STATE/COUNTY-  KS/OSAGE
 JE1492  USGS QUAD   -  WAVERLY NW (1983)
 JE1492
 JE1492                         *CURRENT SURVEY CONTROL
 JE1492  ___________________________________________________________________
 JE1492* NAD 83(1997)-  38 26 22.01704(N)    095 41 21.62697(W)     ADJUSTED  
 JE1492* NAVD 88     -       335.113  (meters)    1099.45   (feet)  ADJUSTED  
 JE1492  ___________________________________________________________________
 JE1492  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 JE1492  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JE1492  DYNAMIC HT  -         334.873 (meters)    1098.66  (feet)  COMP
 JE1492  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 JE1492
 JE1492  HORZ ORDER  -  SECOND
 JE1492  VERT ORDER  -  SECOND    CLASS 0
 JE1492
 JE1492.The horizontal coordinates were established by classical geodetic methods
 JE1492.and adjusted by the National Geodetic Survey in October 1998..
 JE1492
 JE1492.The orthometric height was determined by differential leveling
 JE1492.and adjusted by the National Geodetic Survey in June 1991..
 JE1492
 JE1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1492
 JE1492.The geoid height was determined by GEOID03.
 JE1492
 JE1492.The dynamic height is computed by dividing the NAVD 88
 JE1492.geopotential number by the normal gravity value computed on the
 JE1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1492.degrees latitude (g = 980.6199 gals.).
 JE1492
 JE1492.The modeled gravity was interpolated from observed gravity values.
 JE1492
 JE1492;                    North         East     Units Scale Factor Converg.
 JE1492;SPC KS S     -   600,455.149   645,343.965   MT  0.99997732   +1 43 38.0
 JE1492;UTM  15      - 4,258,000.714   265,279.250   MT  1.00027854   -1 40 21.7
 JE1492
 JE1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1492!SPC KS S     -   0.99995233  x   0.99997732  =   0.99992965
 JE1492!UTM  15      -   0.99995233  x   1.00027854  =   1.00023085
 JE1492
 JE1492|---------------------------------------------------------------------|
 JE1492| PID    Reference Object                     Distance      Geod. Az  |
 JE1492|                                                           dddmmss.s |
 JE1492| JE1493 LOCK RM 1                            11.478 METERS 06454     |
 JE1492| JE1735 HALLS SUMMIT MICROWAVE TOWER        APPROX.11.7 KM 1733556.1 |
 JE1492| JE1490 LOCK RM 3 AZIMUTH                                  2514650.3 |
 JE1492| JE1491 LOCK RM 2                            11.527 METERS 26449     |
 JE1492|---------------------------------------------------------------------|
 JE1492
 JE1492                          SUPERSEDED SURVEY CONTROL
 JE1492
 JE1492  NAD 83(1986)-  38 26 22.02312(N)    095 41 21.62844(W) AD(       ) 2
 JE1492  NAD 27      -  38 26 21.97006(N)    095 41 20.67976(W) AD(       ) 2
 JE1492  NGVD 29 (??/??/92)  334.950  (m)         1098.92   (f) ADJ UNCH    2 0
 JE1492
 JE1492.Superseded values are not recommended for survey control.
 JE1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1492.See file dsdata.txt to determine how the superseded data were derived.
 JE1492
 JE1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6527958001(NAD 83)
 JE1492_MARKER: DS = TRIANGULATION STATION DISK
 JE1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1492_STAMPING: LOCK 1974
 JE1492
 JE1492  HISTORY     - Date     Condition        Report By
 JE1492  HISTORY     - 1974     MONUMENTED       NGS
 JE1492  HISTORY     - 1974     GOOD             NGS
 JE1492
 JE1492                          STATION DESCRIPTION
 JE1492
 JE1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1492'RM 1 TO RM 2 OBSTRUCTED.
 JE1492'
 JE1492'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF MELVERN, 6 MILES
 JE1492'NORTHWEST OF WAVERLY AND ON HIGHWAY RIGHT-OF-WAY OF INTERSTATE
 JE1492'HIGHWAY 35 IN THE SW 1/4 OF SEC 31, R 16 E, T 18 S.
 JE1492'
 JE1492'TO REACH THE STATION FROM THE POST OFFICE IN WAVERLY, GO NORTH ON
 JE1492'STATE HIGHWAY 31 FOR 0.8 MILE TO THE JUNCTION WITH OLD U.S. HIGHWAY
 JE1492'50.  TURN LEFT AND GO WEST ON OLD U.S. HIGHWAY 50 FOR 2.0 MILES TO
 JE1492'A CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 3.0 MILES
 JE1492'TO THE JUNCTION WITH INTERSTATE HIGHWAY 35, EXIT 160.  TURN LEFT
 JE1492'AND GO SOUTHWESTERLY ON INTERSTATE HIGHWAY 35 FOR 2.6 MILES TO THE
 JE1492'STATION ATOP A CUTBANK ON THE RIGHT.  TO REACH REFERENCE MARK 3,
 JE1492'CONTINUE SOUTHWEST ON INTERSTATE HIGHWAY 35 FOR 1.0 MILE TO AN
 JE1492'OVERPASS AND THE MARK IN THE MEDIAN STRIP ON THE LEFT.
 JE1492'
 JE1492'STATION MARKS ARE STANDARD DISKS, STAMPED LOCK 1974.  THE SURFACE
 JE1492'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JE1492'THAT IS FLUSH WITH THE GROUND.  IT IS 6.8 FEET SOUTH OF A SECTION
 JE1492'BRACE IN AN EAST-WEST FENCE, 7.0 FEET SOUTH OF A METAL WITNESS POST
 JE1492'AND 150.0 FEET NORTH OF THE CENTERLINE OF THE SOUTHWEST BOUND LANE OF
 JE1492'INTERSTATE HIGHWAY 35.  THE UNDERGROUND DISK IS SET IN AN
 JE1492'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 JE1492'
 JE1492'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOCK NO 1 1974, SET IN
 JE1492'THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 JE1492'WITH THE GROUND.  IT IS 0.8 FOOT SOUTH OF THE FENCE, 34.0 FEET EAST
 JE1492'OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 JE1492'
 JE1492'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOCK NO 2 1974, SET IN
 JE1492'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 2
 JE1492'INCHES ABOVE THE GROUND.  IT IS 0.7 FOOT SOUTH OF THE FENCE, 40.5
 JE1492'FEET WEST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 JE1492'STATION.
 JE1492'
 JE1492'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LOCK NO 3 1974 AZ, SET
 JE1492'IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 JE1492'WITH THE GROUND.  IT IS 1.3 FEET SOUTH OF A METAL WITNESS POST, 2.4
 JE1492'FEET NORTH OF A METAL GUARD RAIL AND 34.8 FEET SOUTH OF THE
 JE1492'CENTERLINE OF THE SOUTHWEST BOUND LANE OF INTERSTATE HIGHWAY 35.
 JE1492'THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 JE1492'
 JE1492'NEAREST TOWN--MELVERN.
 JE1492'
 JE1492'HEIGHT OF LIGHT ABOVE STATION MARK 3.23 METERS.
 JE1492
 JE1492                          STATION RECOVERY (1974)
 JE1492
 JE1492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1492'5.1 MI W FROM WAVERLY.
 JE1492'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND STATE
 JE1492'HIGHWAY 31 SOUTH (EXIT NO 162), WHICH IS ABOUT 4 MILES NORTH OF
 JE1492'WAVERLY, GO WEST ALONG I-35 FOR 5.1 MILES TO THE MARK SET IN THE TOP
 JE1492'OF A CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS 37.66 FEET WEST
 JE1492'OF RM 1, 37.82 FEET EAST OF RM 2, 150 FEET NORTH OF THE CENTERLINE OF
 JE1492'THE WEST BOUND LANE OF HIGHWAY, 7.0 FEET SOUTH OF A METAL WITNESS
 JE1492'SIGN, 6.8 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND IS ABOUT 15 FEET
 JE1492'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1493 ***********************************************************************
 JE1493  DESIGNATION -  LOCK RM 1
 JE1493  PID         -  JE1493
 JE1493  STATE/COUNTY-  KS/OSAGE
 JE1493  USGS QUAD   -  WAVERLY NW (1983)
 JE1493
 JE1493                         *CURRENT SURVEY CONTROL
 JE1493  ___________________________________________________________________
 JE1493* NAD 83(1986)-  38 26 22.     (N)    095 41 22.     (W)     SCALED    
 JE1493* NAVD 88     -       334.692  (meters)    1098.07   (feet)  ADJUSTED  
 JE1493  ___________________________________________________________________
 JE1493  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JE1493  DYNAMIC HT  -         334.452 (meters)    1097.28  (feet)  COMP
 JE1493  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 JE1493
 JE1493  VERT ORDER  -  SECOND    CLASS 0
 JE1493
 JE1493.The horizontal coordinates were scaled from a topographic map and have
 JE1493.an estimated accuracy of +/- 6 seconds.
 JE1493
 JE1493.The orthometric height was determined by differential leveling
 JE1493.and adjusted by the National Geodetic Survey in June 1991..
 JE1493
 JE1493.The geoid height was determined by GEOID03.
 JE1493
 JE1493.The dynamic height is computed by dividing the NAVD 88
 JE1493.geopotential number by the normal gravity value computed on the
 JE1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1493.degrees latitude (g = 980.6199 gals.).
 JE1493
 JE1493.The modeled gravity was interpolated from observed gravity values.
 JE1493
 JE1493;                    North         East    Units  Estimated Accuracy
 JE1493;SPC KS S     -   600,450.      645,340.      MT  (+/- 180 meters Scaled)
 JE1493
 JE1493                          SUPERSEDED SURVEY CONTROL
 JE1493
 JE1493  NGVD 29 (??/??/92)  334.528  (m)         1097.53   (f) ADJ UNCH    2 0
 JE1493
 JE1493.Superseded values are not recommended for survey control.
 JE1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1493.See file dsdata.txt to determine how the superseded data were derived.
 JE1493
 JE1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC652580(NAD 83)
 JE1493_MARKER: DR = REFERENCE MARK DISK
 JE1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1493_STAMPING: LOCK NO 1 1974
 JE1493
 JE1493  HISTORY     - Date     Condition        Report By
 JE1493  HISTORY     - 1974     MONUMENTED       NGS
 JE1493
 JE1493                          STATION DESCRIPTION
 JE1493
 JE1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1493'5.1 MI W FROM WAVERLY.
 JE1493'AT THE LOCK STATION SITE.  THE MARK IS SET IN THE TOP OF A CONCRETE
 JE1493'POST FLUSH WITH THE GROUND, 37.66 FEET EAST OF THE STATION, 157 FEET
 JE1493'NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF THE HIGHWAY, 34 FEET
 JE1493'EAST OF THE METAL WITNESS SIGN, 0.8 FOOT SOUTH OF THE RIGHT-OF-WAY
 JE1493'FENCE AND IS ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1491 ***********************************************************************
 JE1491  DESIGNATION -  LOCK RM 2
 JE1491  PID         -  JE1491
 JE1491  STATE/COUNTY-  KS/OSAGE
 JE1491  USGS QUAD   -  WAVERLY NW (1983)
 JE1491
 JE1491                         *CURRENT SURVEY CONTROL
 JE1491  ___________________________________________________________________
 JE1491* NAD 83(1986)-  38 26 22.     (N)    095 41 22.     (W)     SCALED    
 JE1491* NAVD 88     -       335.351  (meters)    1100.23   (feet)  ADJUSTED  
 JE1491  ___________________________________________________________________
 JE1491  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JE1491  DYNAMIC HT  -         335.111 (meters)    1099.44  (feet)  COMP
 JE1491  MODELED GRAV-     979,902.5   (mgal)                       NAVD 88
 JE1491
 JE1491  VERT ORDER  -  SECOND    CLASS 0
 JE1491
 JE1491.The horizontal coordinates were scaled from a topographic map and have
 JE1491.an estimated accuracy of +/- 6 seconds.
 JE1491
 JE1491.The orthometric height was determined by differential leveling
 JE1491.and adjusted by the National Geodetic Survey in June 1991..
 JE1491
 JE1491.The geoid height was determined by GEOID03.
 JE1491
 JE1491.The dynamic height is computed by dividing the NAVD 88
 JE1491.geopotential number by the normal gravity value computed on the
 JE1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1491.degrees latitude (g = 980.6199 gals.).
 JE1491
 JE1491.The modeled gravity was interpolated from observed gravity values.
 JE1491
 JE1491;                    North         East    Units  Estimated Accuracy
 JE1491;SPC KS S     -   600,450.      645,340.      MT  (+/- 180 meters Scaled)
 JE1491
 JE1491                          SUPERSEDED SURVEY CONTROL
 JE1491
 JE1491  NGVD 29 (??/??/92)  335.188  (m)         1099.70   (f) ADJ UNCH    2 0
 JE1491
 JE1491.Superseded values are not recommended for survey control.
 JE1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1491.See file dsdata.txt to determine how the superseded data were derived.
 JE1491
 JE1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC652580(NAD 83)
 JE1491_MARKER: DR = REFERENCE MARK DISK
 JE1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1491_STAMPING: LOCK NO 2 1974
 JE1491
 JE1491  HISTORY     - Date     Condition        Report By
 JE1491  HISTORY     - 1974     MONUMENTED       NGS
 JE1491
 JE1491                          STATION DESCRIPTION
 JE1491
 JE1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1491'5.1 MI W FROM WAVERLY.
 JE1491'AT THE LOCK STATION SITE.  THE MARK IS SET IN THE TOP OF A CONCRETE
 JE1491'POST FLUSH WITH THE GROUND, 37.82 FEET WEST OF THE STATION, 157 FEET
 JE1491'NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF HIGHWAY, 40.5 FEET
 JE1491'WEST OF THE METAL WITNESS SIGN, 0.7 FOOT SOUTH OF THE RIGHT-OF-WAY
 JE1491'FENCE AND IS ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1490 ***********************************************************************
 JE1490  DESIGNATION -  LOCK RM 3 AZIMUTH
 JE1490  PID         -  JE1490
 JE1490  STATE/COUNTY-  KS/OSAGE
 JE1490  USGS QUAD   -  WAVERLY NW (1983)
 JE1490
 JE1490                         *CURRENT SURVEY CONTROL
 JE1490  ___________________________________________________________________
 JE1490* NAD 83(1986)-  38 26 00.     (N)    095 42 41.     (W)     SCALED    
 JE1490* NAVD 88     -       319.192  (meters)    1047.22   (feet)  ADJUSTED  
 JE1490  ___________________________________________________________________
 JE1490  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JE1490  DYNAMIC HT  -         318.963 (meters)    1046.46  (feet)  COMP
 JE1490  MODELED GRAV-     979,902.4   (mgal)                       NAVD 88
 JE1490
 JE1490  VERT ORDER  -  SECOND    CLASS 0
 JE1490
 JE1490.The horizontal coordinates were scaled from a topographic map and have
 JE1490.an estimated accuracy of +/- 6 seconds.
 JE1490
 JE1490.The orthometric height was determined by differential leveling
 JE1490.and adjusted by the National Geodetic Survey in June 1991..
 JE1490
 JE1490.The geoid height was determined by GEOID03.
 JE1490
 JE1490.The dynamic height is computed by dividing the NAVD 88
 JE1490.geopotential number by the normal gravity value computed on the
 JE1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1490.degrees latitude (g = 980.6199 gals.).
 JE1490
 JE1490.The modeled gravity was interpolated from observed gravity values.
 JE1490
 JE1490;                    North         East    Units  Estimated Accuracy
 JE1490;SPC KS S     -   599,720.      643,440.      MT  (+/- 180 meters Scaled)
 JE1490
 JE1490                          SUPERSEDED SURVEY CONTROL
 JE1490
 JE1490  NGVD 29 (??/??/92)  319.030  (m)         1046.68   (f) ADJ UNCH    2 0
 JE1490
 JE1490.Superseded values are not recommended for survey control.
 JE1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1490.See file dsdata.txt to determine how the superseded data were derived.
 JE1490
 JE1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC633573(NAD 83)
 JE1490_MARKER: DR = REFERENCE MARK DISK
 JE1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1490_STAMPING: LOCK NO 3 1974
 JE1490
 JE1490  HISTORY     - Date     Condition        Report By
 JE1490  HISTORY     - 1974     MONUMENTED       NGS
 JE1490
 JE1490                          STATION DESCRIPTION
 JE1490
 JE1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1490'6.4 MI W FROM WAVERLY.
 JE1490'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND STATE
 JE1490'HIGHWAY 31 SOUTH (EXIT NO. 162), WHICH IS ABOUT 4 MILES NORTH OF
 JE1490'WAVERLY, GO WEST ALONG I-35 FOR 6.4 MILES TO THE MARK SET IN THE TOP
 JE1490'OF A CONCRETE POST FLUSH WITH THE GROUND, IN THE MEDIA STRIP OF
 JE1490'HIGHWAY, AT THE EAST EDGE OF A OVERPASS, 0.05 MILE WEST OF THE
 JE1490'COFFEY-OSAGE COUNTY LINE, 34.8 FEET SOUTH OF THE CENTERLINE OF THE
 JE1490'WEST BOUND LANE OF HIGHWAY, 2.4 FEET SOUTH OF A METAL WITNESS SIGN,
 JE1490'1.3 FEET NORTH OF A METAL GUARD RAIL AND IS ABOUT 2 FEET BELOW THE
 JE1490'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1625 ***********************************************************************
 JF1625  CBN         -  This is a Cooperative Base Network Control Station.
 JF1625  DESIGNATION -  LODER RESET
 JF1625  PID         -  JF1625
 JF1625  STATE/COUNTY-  KS/SALINE
 JF1625  USGS QUAD   -  FALUN (1978)
 JF1625
 JF1625                         *CURRENT SURVEY CONTROL
 JF1625  ___________________________________________________________________
 JF1625* NAD 83(1997)-  38 38 23.64636(N)    097 52 15.15643(W)     ADJUSTED  
 JF1625* NAVD 88     -       495.5    (meters)    1626.     (feet)  GPS OBS   
 JF1625  ___________________________________________________________________
 JF1625  X           -    -683,165.006 (meters)                     COMP
 JF1625  Y           -  -4,941,754.222 (meters)                     COMP
 JF1625  Z           -   3,961,463.755 (meters)                     COMP
 JF1625  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 JF1625  ELLIP HEIGHT-         467.92  (meters)          (08/12/03) GPS OBS
 JF1625  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 JF1625
 JF1625  HORZ ORDER  -  A
 JF1625  ELLP ORDER  -  FOURTH    CLASS I
 JF1625
 JF1625.The horizontal coordinates were established by GPS observations
 JF1625.and adjusted by the National Geodetic Survey in August 2003..
 JF1625
 JF1625.The orthometric height was determined by GPS observations and a
 JF1625.high-resolution geoid model.
 JF1625
 JF1625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF1625
 JF1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1625
 JF1625.The ellipsoidal height was determined by GPS observations
 JF1625.and is referenced to NAD 83.
 JF1625
 JF1625.The geoid height was determined by GEOID03.
 JF1625
 JF1625;                    North         East     Units Scale Factor Converg.
 JF1625;SPC KS N     -    34,040.435   411,242.100   MT  1.00001328   +0 04 54.1
 JF1625;SPC KS S     -   619,193.098   454,774.264   MT  1.00001531   +0 23 11.8
 JF1625;UTM  14      - 4,277,421.990   598,267.822   MT  0.99971891   +0 42 18.4
 JF1625
 JF1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1625!SPC KS N     -   0.99992659  x   1.00001328  =   0.99993987
 JF1625!SPC KS S     -   0.99992659  x   1.00001531  =   0.99994190
 JF1625!UTM  14      -   0.99992659  x   0.99971891  =   0.99964552
 JF1625
 JF1625|---------------------------------------------------------------------|
 JF1625| PID    Reference Object                     Distance      Geod. Az  |
 JF1625|                                                           dddmmss.s |
 JF1625| CL4773 LODER RM 1                            7.608 METERS 00000     |
 JF1625| JF1591 IRON MOUND RESET                    APPROX.36.4 KM 0585821.1 |
 JF1625| CL4774 LODER RM 2                            7.580 METERS 18002     |
 JF1625| JF1627 29 ES                                94.560 METERS 19214     |
 JF1625|---------------------------------------------------------------------|
 JF1625
 JF1625                          SUPERSEDED SURVEY CONTROL
 JF1625
 JF1625  NAD 83(1997)-  38 38 23.64896(N)    097 52 15.15893(W) AD(       ) 1
 JF1625  NAD 83(1986)-  38 38 23.65894(N)    097 52 15.15949(W) AD(       ) 1
 JF1625  NAD 27      -  38 38 23.63100(N)    097 52 13.99500(W) AD(       ) 1
 JF1625  NGVD 29 (07/19/86)  492.2    (m)         1615.     (f) VERT ANG       
 JF1625
 JF1625.Superseded values are not recommended for survey control.
 JF1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1625.See file dsdata.txt to determine how the superseded data were derived.
 JF1625
 JF1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH9826877422(NAD 83)
 JF1625_MARKER: DS = TRIANGULATION STATION DISK
 JF1625_SETTING: 0 = UNSPECIFIED SETTING
 JF1625_SP_SET: MARBLE POST
 JF1625_STAMPING: LODER 1899
 JF1625_MARK LOGO: CGS   
 JF1625_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1625+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2003
 JF1625
 JF1625  HISTORY     - Date     Condition        Report By
 JF1625  HISTORY     - 1899     MONUMENTED       CGS
 JF1625  HISTORY     - 1934     GOOD             CGS
 JF1625  HISTORY     - 1937     GOOD             CGS
 JF1625  HISTORY     - 1960     GOOD             CGS
 JF1625  HISTORY     - 1983     GOOD             DMA
 JF1625  HISTORY     - 20030404 GOOD             NGS
 JF1625
 JF1625                          STATION DESCRIPTION
 JF1625
 JF1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1899 (WE)
 JF1625'ABOUT 7 MILES NORTH AND 2 MILES WEST OF MARQUETTE, NEARLY IN
 JF1625'THE CENTER OF THE SE 1/4 SEC. 21, T. 16 S., R. 5 W., ON THE MIDDLE
 JF1625'SUMMIT OR RIDGE OF HIGH AND OPEN PASTURE LAND BELONGING (1922)
 JF1625'TO ED. RICHARD OF MARQUETTE.  THE UNDERGROUND MARK IS A BOLT
 JF1625'IN TWO BRICKS CEMENTED TOGETHER BURIED 30 INCHES BELOW THE
 JF1625'SURFACE OF THE GROUND AND SURROUNDED WITH PLASTER OF PARIS.  THE
 JF1625'SURFACE MARK IS A STANDARD BRONZE STATION TABLET IN A MARBLE
 JF1625'POST 6 BY 6 BY 27 INCHES SET FLUSH WITH THE SURFACE.  THE TOP
 JF1625'OF THE POST IS MARKED WITH TWO RECTANGULAR GROOVES AND THE
 JF1625'LETTERS U.S.C. AND G.S..  TWO WITNESS STONES, 4 BY 4 BY 26
 JF1625'INCHES, ARE ABOUT 25 FEET NORTH AND SOUTH OF THE STATION.
 JF1625'ADDITIONAL REFERENCES ARE- EAST LINE OF SECTION 21, 89.6 METERS
 JF1625'(294 FEET) EAST, STONE AT SOUTHWEST CORNER OF SECTION 21, 150.0
 JF1625'METERS (492 FEET), S. 47 DEG E. (MAGNETIC, SOUTH LINE OF
 JF1625'SECTION 21, 109.7 METERS (360 FEET) SOUTH.
 JF1625
 JF1625                          STATION RECOVERY (1934)
 JF1625
 JF1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JF1625'STATION RECOVERED AS DESCRIBED.
 JF1625'
 JF1625'ON THE PROPERTY OF WILLIAM GRIGGS, ABOUT 128 YARDS NORTH OF THE
 JF1625'CENTER OF AN EAST-WEST ROAD, ON THE SOUTH SIDE OF THE SOUTHEAST
 JF1625'QUARTER OF SEC. 21, T. 16 S., R. 5 W., AND ABOUT 92 YARDS
 JF1625'WEST OF A NORTH-SOUTH WIRE FENCE.  THE UNDERGROUND MARK IS A
 JF1625'BOLT IN TWO BRICKS CEMENTED TOGETHER, BURIED 26 INCHES BELOW
 JF1625'THE SURFACE OF THE GROUND AND SURROUNDED WITH PLASTER OF PARIS.
 JF1625'THE SURFACE MARK IS A STANDARD BRONZE STATION TABLET IN A
 JF1625'MARBLE POST 6- BY 6- BY 27 INCHES, SET 4 INCHES ABOVE THE
 JF1625'SURFACE.
 JF1625
 JF1625                          STATION RECOVERY (1937)
 JF1625
 JF1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 JF1625'STATION RECOVERED AS DESCRIBED.
 JF1625'
 JF1625'ABOUT 10.0 MILES BY ROAD NORTH OF WEST OF MARQUETTE, NEAR THE
 JF1625'SOUTHEAST CORNER OF SECTION 21, T. 16 S., R. 5 W., ON LAND OWNED
 JF1625'BY H.H. CARLIN, WHO LIVES ABOUT 0.2 MILE EAST OF THE STATION.
 JF1625'THE STATION IS IN A LARGE PASTURE ON HIGHEST POINT OF A HIGH
 JF1625'FLAT RIDGE.  IT IS MARKED WITH A STANDARD TABLET SET IN TOP OF
 JF1625'A MARBLE POST ABOUT 8 INCHES SQUARE, PROJECTING 4 INCHES ABOVE
 JF1625'THE SURFACE.
 JF1625'
 JF1625'TWO REFERENCE MARKS ARE MARBLE POSTS 4 INCHES SQUARE WITH ARROWS
 JF1625'POINTING TO THE STATION, SET FLUSH WITH THE SURFACE OF THE
 JF1625'GROUND.  THEY ARE ABOUT 25 FEET NORTH AND SOUTH OF THE STATION.
 JF1625'
 JF1625'ADDITIONAL REFERENCE IS A FENCE ON EAST SIDE OF SEC. 21, 284
 JF1625'FEET EAST OF THE STATION.  THE STONE AT THE SOUTHEAST CORNER
 JF1625'OF SECTION 21 IS 492 FEET S. 47 DEG E. (MAGNETIC).
 JF1625'
 JF1625'TO REACH FROM MARQUETTE, FOLLOW STATE HIGHWAY 4 EAST AND NORTH
 JF1625'FOR 2.0 MILES TO WHERE IT TURNS EAST AND A COUNTY GRADED ROAD
 JF1625'CONTINUES NORTH.  GO NORTH ON GRADED ROAD FOR 5.0 MILES TO
 JF1625'CROSSROADS AND DRY CREEK SCHOOLHOUSE IN THE NORTHEAST ANGLE,
 JF1625'THERE GO WEST FOR 3.1 MILES TO TOP OF RIDGE AND WIRE GATE ON
 JF1625'RIGHT ENTERING PASTURE.  THE STATION IS 132 PACES, N. 5 DEG E.
 JF1625'(MAGNETIC).
 JF1625
 JF1625                          STATION RECOVERY (1960)
 JF1625
 JF1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 JF1625'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND WERE
 JF1625'FOUND TO BE IN GOOD CONDITION.  A TIE WAS MADE TO A U.S. GEOLOGICAL
 JF1625'SURVEY BENCH MARK, AT AN EAST-WEST FENCE LINE JUST SOUTH OF
 JF1625'THE STATION SITE.  A NEW DESCRIPTION FOLLOWS-
 JF1625'
 JF1625'THE STATION IS LOCATED ABOUT 6 MILES NORTH NORTHWEST OF MARQUETTE
 JF1625'20 MILES SOUTHWEST OF SALINA, 11 MILES WEST NORTHWEST OF
 JF1625'LINDSBORG, AND ABOUT 6 MILES WEST SOUTHWEST OF FALUN.  ON U.S.
 JF1625'GOVERNMENT PROPERTY (AIR FORCE BOMBING RANGE).
 JF1625'
 JF1625'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FALUN, GO
 JF1625'SOUTHWEST ON STATE HIGHWAY 4 FOR 4.8 MILE, (HIGHWAY TURNS TO THE
 JF1625'LEFT, GRAVEL ROAD LEADS TO BOMBING RANGE).  CONTINUE STRAIGHT
 JF1625'AHEAD, WEST, ON GRAVEL ROAD FOR 3 MILES TO A WIRE GATE ON THE
 JF1625'RIGHT.  TURN RIGHT AND PASS THROUGH THE GATE, CONTINUE NORTH ON
 JF1625'A DIM TRACK ROAD FOR ABOUT 300 FEET TO THE STATION.
 JF1625'
 JF1625'THE STATION MARK IS A STANDARD DISK STAMPED LODER 1899, CEMENTED
 JF1625'IN A DRILL HOLE IN A 6 X 6 INCH SQUARE MARBLE MONUMENT.  MARK IS
 JF1625'312 FEET NORTH OF A WIRE GATE, AND 3 FEET WEST OF A METAL
 JF1625'WITNESS POST WITH SIGN ATTACHED.
 JF1625'
 JF1625'REFERENCE POINT NUMBER 1 IS A 4 X 4 SQUARE MARBLE MONUMENT WITH
 JF1625'AN ARROW POINTING TOWARD THE STATION.  THE POINT MEASURED TO
 JF1625'AND ANGLE OBSERVED, WAS TO THE POINT OF THE ARROW.
 JF1625'
 JF1625'REFERENCE POINT NUMBER 2 IS 4 X 4 SQUARE MARBLE MONUMENT WITH
 JF1625'AN ARROW POINTING TOWARD THE STATION.  THE POINT MEASURED TO AND
 JF1625'ANGLE OBSERVED, WAS TO THE POINT OF THE ARROW.
 JF1625'
 JF1625'THE U.S. GEOLOGICAL SURVEY BENCH MARK IS LOCATED 12 FEET EAST
 JF1625'OF THE WIRE GATE MENTIONED ABOVE, AND 1.5 FEET NORTH OF AN
 JF1625'EAST-WEST FENCE.
 JF1625
 JF1625                          STATION RECOVERY (1983)
 JF1625
 JF1625'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (JCH)
 JF1625'LODER 1899 RECOVERED GOOD.
 JF1625'
 JF1625'THE STATION WAS RECOVERED AS DESCRIBED.  THE RMS WERE NOT RECOVERED
 JF1625'AT THIS TIME DUE TO SNOW COVER.
 JF1625'
 JF1625'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MI. N/NW OF MARQUETTE
 JF1625'AND 6 MI. W/SW OF FALUN.
 JF1625
 JF1625                          STATION RECOVERY (2003)
 JF1625
 JF1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (GMR)
 JF1625'THE STATION MARK AND THE TWO REFERENCE POINTS (MARBLE POSTS/WITNESS
 JF1625'STONES) WERE
 JF1625'RECOVERED IN GOOD CONDITION,  THE U.S. GEOLOGICAL SURVEY BENCH MARK ES
 JF1625'29 (PID JF1627)
 JF1625'WAS FOUND TO BE LOOSE IN THE GROUND AND PROJECTING 36 CM ABOVE GROUND.
 JF1625'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI) SOUTHWEST OF SALINA,
 JF1625'14.5 KM (9.0 MI) SOUTH
 JF1625'OF BROOKVILLE, 9.7 KM (6.0 MI) NORTH-NORTHWEST OF MARQUETTE, 9.7 KM
 JF1625'(6.0 MI)
 JF1625'WEST-SOUTHWEST OF FALUN, IN A LARGE PASTURE ON THE HIGHEST POINT OF A
 JF1625'HIGH FLAT
 JF1625'RIDGE, IN THE SOUTHEAST QUARTER OF SECTION 21, T 16 S, R 5 W, AND ON
 JF1625'U.S. GOVERNMENT
 JF1625'PROPERTY (SMOKY HILL WEAPONS RANGE,AIR NATIONAL GUARD).
 JF1625'OWNERSHIP--U.S. GOVERNMENT.
 JF1625'CONTACT THE RANGE COMMANDER, 785-827-9611, FOR PERMISSION TO ENTER AND
 JF1625'KEY FOR LOCKED
 JF1625'GATE.
 JF1625' 
 JF1625'TO REACH THE STATION FROM THE U.S. POST OFFICE IN THE SMALL COMMUNITY
 JF1625'OF FALUN, GO
 JF1625'SOUTH AND SOUTHWESTERLY ON THE WINDING PAVED ROAD FOR 7.6 KM (4.7 MI)
 JF1625'TO SHARP
 JF1625'LEFT CURVE, SOUTH, IN THE ROAD AND A GRAVEL ROAD (SUNDGREN RD) LEADING
 JF1625'STRAIGHT AHEAD,
 JF1625'WEST, THROUGH THE BOMBING RANGE AREA.  CONTINUE STRAIGHT AHEAD, WEST
 JF1625'ON THE GRAVEL
 JF1625'ROAD FOR 5.0 KM (3.1 MI) TO A LOCKED RED METAL PIPE GATE ON THE RIGHT
 JF1625'AND A WARNING/NO
 JF1625'TRESPASSING SIGN.  TURN RIGHT, PASS THROUGH GATE, AND GO NORTH ACROSS
 JF1625'PASTURE FOR 0.08
 JF1625'KM (0.05 MI) TO THE HIGHEST POINT OF THE FLAT RIDGE AND STATION.
 JF1625' 
 JF1625'THE STATION IS A STANDARD CGS TRIANGULATION STATION DISK CEMENTED IN
 JF1625'THE TOP OF A 15 CM
 JF1625'SQUARE MARBLE POST PROJECTING 9 CM ABOVE GROUND.  IT IS 112.78 M
 JF1625'(370.0 FT) NORTH FROM THE
 JF1625'RED METAL PIPE GATE.
 JF1625' 
 JF1625' 
 JF1625' 
 JF1625' 
 JF1625' 
 JF1625'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0906 ***********************************************************************
 JG0906  DESIGNATION -  LOG
 JG0906  PID         -  JG0906
 JG0906  STATE/COUNTY-  KS/HODGEMAN
 JG0906  USGS QUAD   -  HANSTON (1970)
 JG0906
 JG0906                         *CURRENT SURVEY CONTROL
 JG0906  ___________________________________________________________________
 JG0906* NAD 83(1997)-  38 06 07.80392(N)    099 40 48.22625(W)     ADJUSTED  
 JG0906* NAVD 88     -       711.     (meters)    2333.     (feet)  SCALED    
 JG0906  ___________________________________________________________________
 JG0906  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 JG0906  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0906
 JG0906  HORZ ORDER  -  SECOND
 JG0906
 JG0906.The horizontal coordinates were established by classical geodetic methods
 JG0906.and adjusted by the National Geodetic Survey in October 1998..
 JG0906
 JG0906.The orthometric height was scaled from a topographic map.
 JG0906
 JG0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0906
 JG0906.The geoid height was determined by GEOID03.
 JG0906
 JG0906;                    North         East     Units Scale Factor Converg.
 JG0906;SPC KS S     -   559,974.642   296,504.998   MT  0.99994109   -0 43 30.7
 JG0906;UTM  14      - 4,217,369.201   440,374.893   MT  0.99964378   -0 25 10.8
 JG0906
 JG0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0906!SPC KS S     -   0.99989249  x   0.99994109  =   0.99983359
 JG0906!UTM  14      -   0.99989249  x   0.99964378  =   0.99953631
 JG0906
 JG0906:                Primary Azimuth Mark                     Grid Az
 JG0906:SPC KS S     -  GRAY                                     027 28 51.0
 JG0906:UTM  14      -  GRAY                                     027 10 31.1
 JG0906
 JG0906|---------------------------------------------------------------------|
 JG0906| PID    Reference Object                     Distance      Geod. Az  |
 JG0906|                                                           dddmmss.s |
 JG0906| JG0910 GRAY                                APPROX. 7.2 KM 0264520.3 |
 JG0906| JG0905 HANSTON ATT MICROWAVE               APPROX. 4.8 KM 0902829.9 |
 JG0906| CK9301 LOG RM 1                             16.238 METERS 12401     |
 JG0906| JG0907 HANSTON TRI CIRCLE TV MAST          APPROX. 2.0 KM 2125415.4 |
 JG0906| CK9302 LOG RM 2                             19.881 METERS 24641     |
 JG0906| JG0908 HANSTON CO OP GRAIN ELEVATOR        APPROX. 3.6 KM 3070144.1 |
 JG0906| JG0909 HANSTON RAD STA KAA 213 TOWER       APPROX. 3.7 KM 3074903.0 |
 JG0906|---------------------------------------------------------------------|
 JG0906
 JG0906                          SUPERSEDED SURVEY CONTROL
 JG0906
 JG0906  NAD 83(1997)-  38 06 07.81179(N)    099 40 48.22576(W) AD(       ) 2
 JG0906  NAD 83(1986)-  38 06 07.81135(N)    099 40 48.22503(W) AD(       ) 2
 JG0906  NAD 27      -  38 06 07.74628(N)    099 40 46.78297(W) AD(       ) 2
 JG0906
 JG0906.Superseded values are not recommended for survey control.
 JG0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0906.See file dsdata.txt to determine how the superseded data were derived.
 JG0906
 JG0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH4037517369(NAD 83)
 JG0906_MARKER: DS = TRIANGULATION STATION DISK
 JG0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0906
 JG0906  HISTORY     - Date     Condition        Report By
 JG0906  HISTORY     - 1964     MONUMENTED       CGS
 JG0906
 JG0906                          STATION DESCRIPTION
 JG0906
 JG0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0906'THE STATION IS 11-1/2 MILES EAST OF JETMORE, 2 MILES SOUTHEAST OF
 JG0906'HANSTON, IN THE SOUTHEAST CORNER OF SECTION 25, T 22 S, R 22 W, AND
 JG0906'ON THE NORTH SIDE OF AN OLD SECTION LINE ROAD.
 JG0906'
 JG0906'TO REACH THE STATION FROM THE POST OFFICE IN HANSTON, GO SOUTH ON A
 JG0906'GRAVEL STREET FOR 0.05 MILE TO A CROSS STREET.  TURN RIGHT AND GO
 JG0906'WEST ON A GRAVEL STREET FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT
 JG0906'AND GO SOUTH ON A BLACKTOP AND GRAVEL ROAD FOR 0.35 MILE TO A SIDE
 JG0906'ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY ON A GRAVEL ROAD FOR
 JG0906'2.0 MILES TO A SECTION LINE ROAD ON THE RIGHT AND A WIRE GATE ON
 JG0906'THE LEFT.  TURN RIGHT AND GO SOUTH ON THE DIM SECTION LINE ROAD
 JG0906'FOR 1.0 MILE FENCE CORNERS.  TURN RIGHT AND GO WEST BETWEEN THE
 JG0906'FENCES ON A DIM SECTION LINE ROAD FOR 0.05 MILE TO THE STATION ON
 JG0906'THE RIGHT.
 JG0906'
 JG0906'STATION MARKS ARE STANDARD DISKS STAMPED LOG 1964.  THE SURFACE DISK
 JG0906'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 29
 JG0906'FEET NORTH OF THE SOUTH FENCE, 2 FEET WEST OF A METAL WITNESS POST,
 JG0906'AND 0.5 FOOT SOUTH OF THE NORTH FENCE.  THE UNDERGROUND DISK IS
 JG0906'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 JG0906'OF THE GROUND.
 JG0906'
 JG0906'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOG NO 1 1964, IS SET
 JG0906'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 51.5 FEET
 JG0906'SOUTHEAST OF THE METAL WITNESS POST, 29 FEET SOUTH OF THE NORTH
 JG0906'FENCE, AND 1 FOOT NORTH OF THE SOUTH FENCE.
 JG0906'
 JG0906'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOG NO 2 1964, IS SET
 JG0906'IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 JG0906'GROUND.  IT IS 67 FEET SOUTHWEST OF THE METAL WITNESS POST, 28.5
 JG0906'FEET SOUTH OF THE NORTH FENCE, AND 1.5 FEET NORTH OF THE SOUTH
 JG0906'FENCE.
 JG0906'
 JG0906'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JG0906'STATION GRAY IS VISIBLE FROM THE GROUND AND MAY BE USED AS AN
 JG0906'AZIMUTH MARK.
 JG0906'
 JG0906'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0594 ***********************************************************************
 KG0594  DESIGNATION -  LOGAN
 KG0594  PID         -  KG0594
 KG0594  STATE/COUNTY-  KS/MITCHELL
 KG0594  USGS QUAD   -  BELOIT (1978)
 KG0594
 KG0594                         *CURRENT SURVEY CONTROL
 KG0594  ___________________________________________________________________
 KG0594* NAD 83(1997)-  39 22 54.28238(N)    098 00 36.33206(W)     ADJUSTED  
 KG0594* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 KG0594  ___________________________________________________________________
 KG0594  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 KG0594  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 KG0594
 KG0594  HORZ ORDER  -  SECOND
 KG0594
 KG0594.The horizontal coordinates were established by classical geodetic methods
 KG0594.and adjusted by the National Geodetic Survey in October 1998..
 KG0594
 KG0594.The orthometric height was scaled from a topographic map.
 KG0594
 KG0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0594
 KG0594.The geoid height was determined by GEOID03.
 KG0594
 KG0594;                    North         East     Units Scale Factor Converg.
 KG0594;SPC KS N     -   116,386.454   399,130.498   MT  0.99995946   -0 00 23.0
 KG0594;UTM  14      - 4,359,607.957   585,256.175   MT  0.99968949   +0 37 41.2
 KG0594
 KG0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0594!SPC KS N     -   0.99993110  x   0.99995946  =   0.99989056
 KG0594!UTM  14      -   0.99993110  x   0.99968949  =   0.99962061
 KG0594
 KG0594|---------------------------------------------------------------------|
 KG0594| PID    Reference Object                     Distance      Geod. Az  |
 KG0594|                                                           dddmmss.s |
 KG0594| CN9880 LOGAN RM 1                           22.425 METERS 03141     |
 KG0594| KF0913 SIMPSON MUNICIPAL TANK              APPROX. 6.7 KM 0854137.6 |
 KG0594| CN9881 LOGAN RM 2                           24.833 METERS 28046     |
 KG0594| KG0596 BELOIT MITCHELL CO CTHSE TOWER      APPROX.12.0 KM 3151257.4 |
 KG0594| KG0593 BELOIT MUNICIPAL TANK               APPROX.12.5 KM 3175502.2 |
 KG0594| CN9879 LOGAN AZ MK                                        3464930.4 |
 KG0594|---------------------------------------------------------------------|
 KG0594
 KG0594                          SUPERSEDED SURVEY CONTROL
 KG0594
 KG0594  NAD 83(1986)-  39 22 54.29109(N)    098 00 36.33049(W) AD(       ) 2
 KG0594  NAD 27      -  39 22 54.27600(N)    098 00 35.15100(W) AD(       ) 2
 KG0594
 KG0594.Superseded values are not recommended for survey control.
 KG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0594.See file dsdata.txt to determine how the superseded data were derived.
 KG0594
 KG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ8525659608(NAD 83)
 KG0594_MARKER: DS = TRIANGULATION STATION DISK
 KG0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0594
 KG0594  HISTORY     - Date     Condition        Report By
 KG0594  HISTORY     - 1950     MONUMENTED       CGS
 KG0594  HISTORY     - 1969     GOOD             CGS
 KG0594
 KG0594                          STATION DESCRIPTION
 KG0594
 KG0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0594'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF SIMPSON AND
 KG0594'ABOUT 1.75 MILES SOUTH AND 1.75 MILES WEST OF ASHERVILLE ON THE
 KG0594'HIGHEST POINT OF A PROMINENT HILL.  IT IS STAMPED LOGAN 1950 AND IS
 KG0594'SET FLUSH WITH THE GROUND SURFACE.
 KG0594'
 KG0594'REFERENCE MARK NO. 1 IS IN AN OPEN PASTURE ON ABOUT THE
 KG0594'SAME ELEVATION AS THE STATION.  IT IS STAMPED LOGAN NO 1 1950
 KG0594'AND PROJECTS 1 INCH.
 KG0594'
 KG0594'REFERENCE MARK NO. 2 IS IN AN OPEN PASTURE ON ABOUT THE SAME
 KG0594'ELEVATION AS THE STATION.  IT IS STAMPED LOGAN NO 2 1950 AND
 KG0594'IS SET FLUSH WITH THE GROUND SURFACE.
 KG0594'
 KG0594'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 127.79
 KG0594'FEET.
 KG0594'
 KG0594'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET WEST
 KG0594'OF THE CENTER OF A NORTH-SOUTH ROAD, 30 FEET SOUTH OF A
 KG0594'TELEPHONE POLE AND 2 FEET SOUTH OF A WITNESS POST.  IT IS
 KG0594'STAMPED LOGAN 1950 AND PROJECTS 5 INCHES.
 KG0594'
 KG0594'TO REACH THE STATION FROM THE HIGH SCHOOL IN THE NORTHWEST
 KG0594'EDGE OF ASHERVILLE, GO SOUTH ON GRAVELED ROAD FOR 0.5 MILE
 KG0594'TO A T INTERSECTION.  TURN RIGHT AND GO WEST FOR 0.25 MILE
 KG0594'TO A T ROAD LEFT, TURN LEFT AND GO SOUTH, WEST AND SOUTH FOR
 KG0594'1.4 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO WEST FOR
 KG0594'1.05 MILES TO A T ROAD LEFT.  TURN LEFT (AZIMUTH MARK ON
 KG0594'RIGHT AS DESCRIBED) AND GO SOUTH ON DIRT ROAD FOR 0.7 MILE TO
 KG0594'2 WIRE GATES ON LEFT.  TURN LEFT THROUGH SOUTH GATE AND GO
 KG0594'EAST-SOUTHEAST ACROSS PASTURE FOR 0.2 MILE TO HIGHEST POINT
 KG0594'OF HILL AND STATION AS DESCRIBED.
 KG0594'
 KG0594'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 KG0594
 KG0594                          STATION RECOVERY (1969)
 KG0594
 KG0594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0594'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KG0594'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 KG0594'WERE FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION WAS FOUND
 KG0594'ADEQUATE FOR RECOVERY.
 KG0594'
 KG0594'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 KG0594'
 KG0594'TO REACH THE STATION FROM THE HIGH SCHOOL AT THE NORTHWEST EDGE OF
 KG0594'ASHERVILLE, GO SOUTH AND SOUTHWEST ON A SURFACED ROAD FOR 2.15 MILES
 KG0594'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED
 KG0594'ROAD FOR 1.05 MILES TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH
 KG0594'MARK ON THE WEST SIDE OF THE ROAD.  TURN LEFT AND GO SOUTH ON A DIRT
 KG0594'ROAD FOR 0.7 MILE TO TWO WIRE GATES ON THE LEFT.  PASS THROUGH THE
 KG0594'SOUTH GATE AND GO EAST-SOUTHEAST ACROSS PASTURE FOR 0.2 MILE TO THE
 KG0594'STATION ON THE HIGHEST POINT OF PASTURE.
 KG0594'
 KG0594'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 KG0594'WEST OF SIMPSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0803 ***********************************************************************
 KH0803  DESIGNATION -  LOGAN
 KH0803  PID         -  KH0803
 KH0803  STATE/COUNTY-  KS/DECATUR
 KH0803  USGS QUAD   -  OBERLIN SW (1965)
 KH0803
 KH0803                         *CURRENT SURVEY CONTROL
 KH0803  ___________________________________________________________________
 KH0803* NAD 83(1997)-  39 50 44.52498(N)    100 41 03.23985(W)     ADJUSTED  
 KH0803* NAVD 88     -       860.     (meters)    2822.     (feet)  SCALED    
 KH0803  ___________________________________________________________________
 KH0803  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 KH0803  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KH0803
 KH0803  HORZ ORDER  -  SECOND
 KH0803
 KH0803.The horizontal coordinates were established by classical geodetic methods
 KH0803.and adjusted by the National Geodetic Survey in October 1998..
 KH0803
 KH0803.The orthometric height was scaled from a topographic map.
 KH0803
 KH0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0803
 KH0803.The geoid height was determined by GEOID03.
 KH0803
 KH0803;                    North         East     Units Scale Factor Converg.
 KH0803;SPC KS N     -   171,301.763   170,299.057   MT  1.00001071   -1 41 54.1
 KH0803;UTM  14      - 4,411,988.965   355,907.528   MT  0.99985561   -1 04 45.5
 KH0803
 KH0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0803!SPC KS N     -   0.99986887  x   1.00001071  =   0.99987958
 KH0803!UTM  14      -   0.99986887  x   0.99985561  =   0.99972450
 KH0803
 KH0803|---------------------------------------------------------------------|
 KH0803| PID    Reference Object                     Distance      Geod. Az  |
 KH0803|                                                           dddmmss.s |
 KH0803| AI1181 LOGAN RM 1                           21.325 METERS 22817     |
 KH0803| KH0819 HERNDON MUNICIPAL TANK              APPROX.11.5 KM 3105552.0 |
 KH0803| AI1182 LOGAN RM 2                           22.258 METERS 31505     |
 KH0803| AI1183 LOGAN AZ MK                                        3582648.2 |
 KH0803|---------------------------------------------------------------------|
 KH0803
 KH0803                          SUPERSEDED SURVEY CONTROL
 KH0803
 KH0803  NAD 83(1997)-  39 50 44.52592(N)    100 41 03.24042(W) AD(       ) 2
 KH0803  NAD 83(1986)-  39 50 44.52884(N)    100 41 03.24324(W) AD(       ) 2
 KH0803  NAD 27      -  39 50 44.51300(N)    100 41 01.70600(W) AD(       ) 2
 KH0803
 KH0803.Superseded values are not recommended for survey control.
 KH0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0803.See file dsdata.txt to determine how the superseded data were derived.
 KH0803
 KH0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK5590811989(NAD 83)
 KH0803_MARKER: DS = TRIANGULATION STATION DISK
 KH0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0803_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KH0803
 KH0803  HISTORY     - Date     Condition        Report By
 KH0803  HISTORY     - 1951     MONUMENTED       CGS
 KH0803  HISTORY     - 1981     GOOD             NGS
 KH0803
 KH0803                          STATION DESCRIPTION
 KH0803
 KH0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0803'THE STATION IS LOCATED ABOUT 9 MILES WEST-NORTHWEST OF OBERLIN
 KH0803'AND ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH DIRT ROAD.
 KH0803'IT IS 30.0 FEET EAST OF THE CENTER OF THE ROAD, 4.0 FEET SOUTH
 KH0803'OF A WITNESS POST AND SET IN A NORTH-SOUTH FENCE LINE ALONG
 KH0803'THE WEST EDGE OF A CULTIVATED FIELD.  IT PROJECTS 4 INCHES
 KH0803'AND IS STAMPED LOGAN 1951.
 KH0803'
 KH0803'REFERENCE MARK NO. 1 IS 22.0 FEET WEST OF THE CENTER OF THE
 KH0803'ROAD AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT
 KH0803'PROJECTS 6 INCHES AND IS STAMPED LOGAN NO 1 1951.
 KH0803'
 KH0803'REFERENCE MARK NO. 2 IS 22.0 FEET WEST OF THE CENTER OF THE
 KH0803'ROAD AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 KH0803'6 INCHES AND IS STAMPED LOGAN NO 2 1951.
 KH0803'
 KH0803'THE DISTANCE BETWEEN REFERENCE MARKS IS 98.2 FEET.
 KH0803'
 KH0803'THE AZIMUTH MARK IS LOCATED 0.3 MILE NORTH OF THE STATION.
 KH0803'IT IS 105.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD,
 KH0803'77.0 FEET SOUTH OF A FENCE CORNER, 23.0 FEET WEST OF THE CENTER
 KH0803'OF A NORTH-SOUTH DIRT ROAD AND SET IN A NORTH-SOUTH FENCE LINE.
 KH0803'IT PROJECTS 4 INCHES AND IS STAMPED LOGAN 1951.
 KH0803'
 KH0803'TO REACH THE STATION FROM THE POST OFFICE IN OBERLIN, GO
 KH0803'NORTH FOR 0.55 MILE TO U.S. HIGHWAY 36, TURN LEFT AND GO WEST
 KH0803'ON U.S. HIGHWAY 36 FOR 8.2 MILES TO A CROSSROAD.  TURN RIGHT
 KH0803'AND GO NORTH ON A DIRT ROAD FOR 1.15 MILES TO THE STATION ON
 KH0803'THE RIGHT AS DESCRIBED.
 KH0803'
 KH0803'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KH0803
 KH0803                          STATION RECOVERY (1981)
 KH0803
 KH0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KH0803'THE SURFACE STATION MARK WAS FOUND IN GOOD CONDITION.  REFERENCE
 KH0803'MARKS 1 AND 2 AND THE AZIMUTH MARK WERE FOUND DESTROYED.  REFERENCE
 KH0803'MARKS 3, 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED.  DISKS FROM
 KH0803'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE SALVAGED.  THE TOP OF
 KH0803'REFERENCE MARK 2 HAD BEEN BROKEN OFF AND WAS NOT FOUND.  A POLARIS
 KH0803'OBSERVATION WAS TAKEN TO THE NEW AZIMUTH MARK.  A NEW DESCRIPTION
 KH0803'FOLLOWS.
 KH0803'
 KH0803'THE STATION IS LOCATED ABOUT 8 MILES WEST OF OBERLIN, 7 MILES
 KH0803'SOUTHEAST OF HERNDON, 1.15 MILES NORTH OF U.S. HIGHWAY 36 AND ON THE
 KH0803'EAST RIGHT-OF-WAY OF A COUNTY ROAD.
 KH0803'
 KH0803'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 36 IN
 KH0803'OBERLIN, GO WEST ON U.S. HIGHWAY 36 FOR 7.95 MILES TO A SIDE ROAD ON
 KH0803'THE RIGHT.  TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 1.0 MILE TO A
 KH0803'CROSSROAD.  CONTINUE NORTH ON THE DIRT ROAD FOR 0.15 MILE TO THE
 KH0803'STATION ON THE RIGHT.
 KH0803'
 KH0803'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE DIRT ROAD
 KH0803'FOR 0.3 MILE TO A T-ROAD AND THE MARK ON THE LEFT.
 KH0803'
 KH0803'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---LOGAN 1951---
 KH0803'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 KH0803'INCHES.  IT IS 228.5 FEET SOUTH OF A PUMP AT AN OLD WINDMILL, 27.0
 KH0803'FEET EAST OF THE CENTERLINE OF THE ROAD AND 2.5 FEET SOUTH OF A
 KH0803'WITNESS POST.  REBAR WAS DRIVEN BY THE MARK.  THE UNDERGROUND MARK WAS
 KH0803'NOT INSPECTED.
 KH0803'
 KH0803'REFERENCE MARK 3 IS AN ALUMINUM MARKER, STAMPED---LOGAN 1951 NO 3
 KH0803'1981---THAT IS EMBEDDED IN THE GROUND AND SURROUNDED BY CONCRETE.  IT
 KH0803'PROJECTS 2 INCHES AND IS 29.0 FEET WEST OF THE CENTERLINE OF THE ROAD
 KH0803'AND 1.2 FEET NORTH OF A WITNESS POST.  THE MARKER CONTAINS A MAGNET.
 KH0803'
 KH0803'REFERENCE MARK 4 IS AN ALUMINUM MARKER, STAMPED---LOGAN 1951 NO 4
 KH0803'1981---THAT IS EMBEDDED IN THE GROUND AND SURROUNDED BY CONCRETE.  IT
 KH0803'PROJECTS 2 INCHES AND IS 31.0 FEET WEST OF THE CENTERLINE OF THE ROAD
 KH0803'AND 0.8 FOOT SOUTH OF A WITNESS POST.  THE MARKER CONTAINS A MAGNET.
 KH0803'
 KH0803'THE AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED---LOGAN 1951 1981---
 KH0803'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT
 KH0803'IS 34.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 26.0 FEET WEST OF
 KH0803'THE EXTENDED CENTERLINE OF THE ROAD, 2.0 FEET SOUTH OF A WITNESS POST
 KH0803'AND 1.8 FEET EAST OF A FENCE CORNER.  REBAR WAS DRIVEN BY THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1180 ***********************************************************************
 KE1180  DESIGNATION -  LOGAN
 KE1180  PID         -  KE1180
 KE1180  STATE/COUNTY-  KS/LEAVENWORTH
 KE1180  USGS QUAD   -  WOLCOTT (1975)
 KE1180
 KE1180                         *CURRENT SURVEY CONTROL
 KE1180  ___________________________________________________________________
 KE1180* NAD 83(1997)-  39 13 51.12758(N)    094 51 02.02842(W)     ADJUSTED  
 KE1180* NAVD 88     -       274.     (meters)     899.     (feet)  VERTCON   
 KE1180  ___________________________________________________________________
 KE1180  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 KE1180  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KE1180
 KE1180  HORZ ORDER  -  SECOND
 KE1180
 KE1180.The horizontal coordinates were established by classical geodetic methods
 KE1180.and adjusted by the National Geodetic Survey in October 1998..
 KE1180
 KE1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1180
 KE1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1180
 KE1180.The geoid height was determined by GEOID03.
 KE1180
 KE1180;                    North         East     Units Scale Factor Converg.
 KE1180;SPC KS N     -   104,364.778   671,869.002   MT  0.99995691   +1 59 33.7
 KE1180;UTM  15      - 4,344,028.537   340,272.901   MT  0.99991414   -1 10 14.3
 KE1180
 KE1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1180!SPC KS N     -   0.99996208  x   0.99995691  =   0.99991899
 KE1180!UTM  15      -   0.99996208  x   0.99991414  =   0.99987622
 KE1180
 KE1180:                Primary Azimuth Mark                     Grid Az
 KE1180:SPC KS N     -  FARLEY ST JOHNS LUTH CH SP               106 52 01.0
 KE1180:UTM  15      -  FARLEY ST JOHNS LUTH CH SP               110 01 49.0
 KE1180
 KE1180|---------------------------------------------------------------------|
 KE1180| PID    Reference Object                     Distance      Geod. Az  |
 KE1180|                                                           dddmmss.s |
 KE1180| CL6515 FARLEY ST JOHNS LUTH CH SP                         1085134.7 |
 KE1180|---------------------------------------------------------------------|
 KE1180
 KE1180                          SUPERSEDED SURVEY CONTROL
 KE1180
 KE1180  NAD 83(1986)-  39 13 51.13329(N)    094 51 02.02457(W) AD(       ) 2
 KE1180  NAD 27      -  39 13 51.13143(N)    094 51 01.16168(W) AD(       ) 2
 KE1180  NGVD 29 (07/19/86)  274.     (m)          899.     (f) VERT ANG       
 KE1180
 KE1180.Superseded values are not recommended for survey control.
 KE1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1180.See file dsdata.txt to determine how the superseded data were derived.
 KE1180
 KE1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4027344029(NAD 83)
 KE1180_MARKER: DD = SURVEY DISK
 KE1180_SETTING: 0 = UNSPECIFIED SETTING
 KE1180
 KE1180  HISTORY     - Date     Condition        Report By
 KE1180  HISTORY     - 1974     MONUMENTED       USE
 KE1180
 KE1180                          STATION DESCRIPTION
 KE1180
 KE1180'DESCRIBED BY US ENGINEERS 1974
 KE1180'LEAVENWORTH CO., KANSAS, T-9-S, R-35-W, NEAR THE E. 1/16
 KE1180'COR. BETWEEN SECTIONS 28 AND 33.  THE STATION IS LOCATED ON THE
 KE1180'EDGE OF BLUFF OVERLOOKING STIGERS ISLAND ON NE. SIDE OF LOGAN
 KE1180'PROPERTY.  A C OF E DISC STAMPED LOGAN-1974 SET IN TOP OF
 KE1180'CONCRETE POST FLUSH WITH GROUND.
 KE1180'
 KE1180'TO REACH--FROM INTERSECTION OF STATE ROAD 24, GO SSE 1.2 MILES
 KE1180'TO FIELD ROAD LEFT AT RESIDENCE OF MR. POWELL (2-STORY BRICK HOME)
 KE1180'THENCE ON FIELD ROAD THRU TWO GATES FOR .35 MILE, THENCE RIGHT
 KE1180'ALONG FENCE LINE FOR .4 MILE AND STATION ON LEFT.
 KE1180'
 KE1180'NOTE--COL. TENHAGEN (RET.) MANAGER OF LOGAN PROPERTY GAVE VERBAL
 KE1180'PERMISSION TO SET THIS POINT.
 KE1180'
 KE1180'REFERENCES--1.83 FT SSW. TO STEEL POST AND SIGN.
 KE1180'
 KE1180'2.14 FT NNE. TO STEEL POST AND SIGN.
 KE1180'
 KE1180'4.09 FT SSW. TO SHINER IN FENCE POST.
 KE1180'
 KE1180'105.4 FT SSE. TO SHINER IN TRIPLE OAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0810 ***********************************************************************
 KG0810  DESIGNATION -  LOGAN MUNICIPAL TANK
 KG0810  PID         -  KG0810
 KG0810  STATE/COUNTY-  KS/PHILLIPS
 KG0810  USGS QUAD   -  LOGAN (1978)
 KG0810
 KG0810                         *CURRENT SURVEY CONTROL
 KG0810  ___________________________________________________________________
 KG0810* NAD 83(1997)-  39 39 53.19981(N)    099 34 23.41477(W)     ADJUSTED  
 KG0810* NAVD 88     -                                                        
 KG0810  ___________________________________________________________________
 KG0810  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KG0810  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 KG0810
 KG0810  HORZ ORDER  -  THIRD
 KG0810
 KG0810.The horizontal coordinates were established by classical geodetic methods
 KG0810.and adjusted by the National Geodetic Survey in October 1998..
 KG0810
 KG0810
 KG0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0810
 KG0810.The geoid height was determined by GEOID03.
 KG0810
 KG0810;                    North         East     Units Scale Factor Converg.
 KG0810;SPC KS N     -   148,981.807   265,015.370   MT  0.99998291   -0 59 43.3
 KG0810;UTM  14      - 4,390,708.871   450,835.757   MT  0.99962976   -0 21 57.1
 KG0810
 KG0810                          SUPERSEDED SURVEY CONTROL
 KG0810
 KG0810  NAD 83(1997)-  39 39 53.20368(N)    099 34 23.41661(W) AD(       ) 4
 KG0810  NAD 83(1986)-  39 39 53.20489(N)    099 34 23.41648(W) AD(       ) 4
 KG0810  NAD 27      -  39 39 53.17700(N)    099 34 22.02800(W) AD(       ) 3
 KG0810
 KG0810.Superseded values are not recommended for survey control.
 KG0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0810.See file dsdata.txt to determine how the superseded data were derived.
 KG0810
 KG0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ5083690709(NAD 83)
 KG0810_MARKER: 53 = ELEVATED TANK
 KG0810
 KG0810  HISTORY     - Date     Condition        Report By
 KG0810  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0810
 KG0810                          STATION DESCRIPTION
 KG0810
 KG0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0810'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF LOGAN, 130 FEET
 KG0810'NORTHWEST OF THE NORTHWEST CORNER OF THE LOGAN, HIGH SCHOOL
 KG0810'BUILDING AND 55 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET.
 KG0810'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 KG0810'AND HAS AN OVERALL HEIGHT OF ABOUT 110 FEET.  THE TANK IS SILVER
 KG0810'IN COLOR AND HAS THE LETTERING LOGAN PAINTED IN BLACK ON THE
 KG0810'NORTH SIDE.  THE BALL AT THE APEX OF THE TANK ROOF WAS
 KG0810'OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1096 ***********************************************************************
 HE1096  DESIGNATION -  LOLA
 HE1096  PID         -  HE1096
 HE1096  STATE/COUNTY-  KS/CHEROKEE
 HE1096  USGS QUAD   -  HALLOWELL (1974)
 HE1096
 HE1096                         *CURRENT SURVEY CONTROL
 HE1096  ___________________________________________________________________
 HE1096* NAD 83(1997)-  37 08 05.37576(N)    094 56 30.78237(W)     ADJUSTED  
 HE1096* NAVD 88     -       269.7    (meters)     885.     (feet)  VERTCON   
 HE1096  ___________________________________________________________________
 HE1096  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 HE1096  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 HE1096
 HE1096  HORZ ORDER  -  SECOND
 HE1096
 HE1096.The horizontal coordinates were established by classical geodetic methods
 HE1096.and adjusted by the National Geodetic Survey in October 1998..
 HE1096
 HE1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1096
 HE1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1096
 HE1096.The geoid height was determined by GEOID03.
 HE1096
 HE1096;                    North         East     Units Scale Factor Converg.
 HE1096;SPC KS S     -   457,991.423   716,086.053   MT  1.00002853   +2 11 11.6
 HE1096;UTM  15      - 4,111,594.244   327,515.312   MT  0.99996650   -1 10 21.3
 HE1096
 HE1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1096!SPC KS S     -   0.99996236  x   1.00002853  =   0.99999089
 HE1096!UTM  15      -   0.99996236  x   0.99996650  =   0.99992886
 HE1096
 HE1096:                Primary Azimuth Mark                     Grid Az
 HE1096:SPC KS S     -  LOLA AZ MK                               091 02 32.7
 HE1096:UTM  15      -  LOLA AZ MK                               094 24 05.6
 HE1096
 HE1096|---------------------------------------------------------------------|
 HE1096| PID    Reference Object                     Distance      Geod. Az  |
 HE1096|                                                           dddmmss.s |
 HE1096| CN7305 LOLA AZ MK                                         0931344.3 |
 HE1096| CN7306 LOLA RM 1                            25.232 METERS 14246     |
 HE1096| CN7307 LOLA RM 2                            24.825 METERS 25459     |
 HE1096|---------------------------------------------------------------------|
 HE1096
 HE1096                          SUPERSEDED SURVEY CONTROL
 HE1096
 HE1096  NAD 83(1997)-  37 08 05.38049(N)    094 56 30.78328(W) AD(       ) 2
 HE1096  NAD 83(1986)-  37 08 05.39091(N)    094 56 30.77401(W) AD(       ) 2
 HE1096  NAD 27      -  37 08 05.16285(N)    094 56 29.92676(W) AD(       ) 2
 HE1096  NGVD 29 (07/19/86)  269.6    (m)          885.     (f) VERT ANG       
 HE1096
 HE1096.Superseded values are not recommended for survey control.
 HE1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1096.See file dsdata.txt to determine how the superseded data were derived.
 HE1096
 HE1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2751511594(NAD 83)
 HE1096_MARKER: DS = TRIANGULATION STATION DISK
 HE1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1096
 HE1096  HISTORY     - Date     Condition        Report By
 HE1096  HISTORY     - 1966     MONUMENTED       CGS
 HE1096
 HE1096                          STATION DESCRIPTION
 HE1096
 HE1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1096'STATION IS LOCATED 6 MILES WEST SOUTHWEST OF COLUMBUS AND 3
 HE1096'MILES SOUTH OF THE SMALL SETTLEMENT OF SHERWIN, ON LAND OWNED
 HE1096'BY MR. BERT LOPP WHO LIVES 1/4 MILE WEST OF THE STATION.
 HE1096'
 HE1096'TO REACH THE STATION FROM THE RAILROAD CROSSING AND DEPOT IN
 HE1096'SHERWIN, GO EAST ON STATE HIGHWAY 96 FOR 0.4 MILE TO A CROSSROAD,
 HE1096'THEN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 3.0 MILES TO A
 HE1096'CROSSROAD (TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN
 HE1096'LEFT, EAST, FOR 0.25 MILE TO THE MARK ON THE RIGHT), THEN
 HE1096'RIGHT FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 HE1096'
 HE1096'STATION IS LOCATED IN A DRIVEWAY TO AN ABANDONED, RED, TIN
 HE1096'COVERED FARM HOUSE.  IT IS 0.05 MILE SOUTH OF THE FARM HOUSE,
 HE1096'44 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 35 FEET
 HE1096'NORTHWEST OF A POWER LINE POLE, 28 FEET NORTHWEST OF A METAL
 HE1096'POST (WITNESS FOR UNDERGROUND TELEPHONE CABLE), 22 FEET NORTH
 HE1096'OF A FENCE LINE AND 6 INCHES WEST OF THE CENTERLINE OF THE
 HE1096'DRIVEWAY.  IT IS A STANDARD DISK STAMPED LOLA 1964 SET IN
 HE1096'THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER
 HE1096'AND IS 2.7 FEET BELOW THE GROUND SURFACE.
 HE1096'
 HE1096'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOLA NO 1 1964,
 HE1096'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 HE1096'FLUSH WITH THE GROUND.  IT IS 50 FEET SOUTH-SOUTHEAST OF
 HE1096'THE POWER LINE POLE, 22 FEET SOUTH OF THE CENTERLINE OF THE
 HE1096'GRAVELED ROAD, 1.5 FEET NORTHEAST OF A METAL WITNESS POST
 HE1096'AND 1 FOOT NORTH OF A WIRE FENCE.
 HE1096'
 HE1096'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOLA NO 2 1964,
 HE1096'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS
 HE1096'FLUSH WITH THE GROUND.  IT IS AT THE SOUTH EDGE OF A WHEAT
 HE1096'FIELD, 81 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, 22
 HE1096'FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD AND 1 FOOT
 HE1096'NORTH OF A WIRE FENCE.
 HE1096'
 HE1096'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LOLA 1964, SET
 HE1096'IN THE TOP OF A CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER
 HE1096'AND IS FLUSH WITH THE GROUND.  IT IS 29 FEET SOUTH OF THE
 HE1096'CENTERLINE OF THE GRAVELED ROAD, 2 FEET WEST OF A POWER LINE POLE
 HE1096'AND 1.9 FEET EAST OF A METAL WITNESS POST.
 HE1096'
 HE1096'HEIGHT OF LIGHT ABOVE STATION MARK 15.12 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1795 ***********************************************************************
 JE1795  DESIGNATION -  LOMAX
 JE1795  PID         -  JE1795
 JE1795  STATE/COUNTY-  KS/OSAGE
 JE1795  USGS QUAD   -  QUENEMO (1965)
 JE1795
 JE1795                         *CURRENT SURVEY CONTROL
 JE1795  ___________________________________________________________________
 JE1795* NAD 83(1997)-  38 37 23.32307(N)    095 33 17.70138(W)     ADJUSTED  
 JE1795* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 JE1795  ___________________________________________________________________
 JE1795  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JE1795  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JE1795
 JE1795  HORZ ORDER  -  THIRD
 JE1795
 JE1795.The horizontal coordinates were established by classical geodetic methods
 JE1795.and adjusted by the National Geodetic Survey in October 1998..
 JE1795
 JE1795.The orthometric height was scaled from a topographic map.
 JE1795
 JE1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1795
 JE1795.The geoid height was determined by GEOID03.
 JE1795
 JE1795;                    North         East     Units Scale Factor Converg.
 JE1795;SPC KS S     -   621,198.505   656,430.069   MT  1.00001166   +1 48 35.4
 JE1795;SPC KS N     -    35,046.778   612,905.329   MT  1.00001641   +1 32 49.3
 JE1795;UTM  15      - 4,278,054.525   277,580.054   MT  1.00020925   -1 35 43.5
 JE1795
 JE1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1795!SPC KS S     -   0.99995423  x   1.00001166  =   0.99996589
 JE1795!SPC KS N     -   0.99995423  x   1.00001641  =   0.99997064
 JE1795!UTM  15      -   0.99995423  x   1.00020925  =   1.00016347
 JE1795
 JE1795:                Primary Azimuth Mark                     Grid Az
 JE1795:SPC KS S     -  LOMAX AZ MK                              184 05 30.7
 JE1795:SPC KS N     -  LOMAX AZ MK                              184 21 16.8
 JE1795:UTM  15      -  LOMAX AZ MK                              187 29 49.6
 JE1795
 JE1795|---------------------------------------------------------------------|
 JE1795| PID    Reference Object                     Distance      Geod. Az  |
 JE1795|                                                           dddmmss.s |
 JE1795| CL4779 LOMAX AZ MK                                        1855406.1 |
 JE1795| CL4780 LOMAX RM 1                           35.375 METERS 25425     |
 JE1795| CL4781 LOMAX RM 2                           25.100 METERS 31024     |
 JE1795|---------------------------------------------------------------------|
 JE1795
 JE1795                          SUPERSEDED SURVEY CONTROL
 JE1795
 JE1795  NAD 83(1986)-  38 37 23.32987(N)    095 33 17.70263(W) AD(       ) 3
 JE1795  NAD 27      -  38 37 23.29700(N)    095 33 16.76700(W) AD(       ) 3
 JE1795
 JE1795.Superseded values are not recommended for survey control.
 JE1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1795.See file dsdata.txt to determine how the superseded data were derived.
 JE1795
 JE1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7758078055(NAD 83)
 JE1795_MARKER: DS = TRIANGULATION STATION DISK
 JE1795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1795
 JE1795  HISTORY     - Date     Condition        Report By
 JE1795  HISTORY     - 1948     MONUMENTED       CGS
 JE1795
 JE1795                          STATION DESCRIPTION
 JE1795
 JE1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1795'THE STATION IS LOCATED ABOUT 5.5 MILES WEST AND 1.0 MILE NORTH
 JE1795'OF POMONA, 2.7 MILES NORTHWEST OF QUENEMO, 49 FEET EAST-NORTHEAST
 JE1795'OF THE CENTER OF INTERSECTION OF A T ROAD, 20 FEET NORTH OF THE
 JE1795'CENTER OF A GRADED ROAD, AND 7 FEET SOUTH OF A FENCE.  IT
 JE1795'PROJECTS 4 INCHES AND IS STAMPED LOMAX 1948.
 JE1795'
 JE1795'REFERENCE MARK NO. 1 IS 67 FEET WEST-SOUTHWEST OF THE CENTER
 JE1795'OF INTERSECTION OF A T ROAD, 16 FEET SOUTH OF THE CENTER OF A
 JE1795'GRADED ROAD, AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 6 INCHES
 JE1795'AND IS STAMPED LOMAX NO 1 1948.
 JE1795'
 JE1795'REFERENCE MARK NO. 2 IS 72 FEET NORTH-NORTHWEST OF THE CENTER
 JE1795'OF INTERSECTION OF A T ROAD AND 14 FEET WEST OF THE CENTER OF A
 JE1795'GRADED ROAD.  IT PROJECTS 6 INCHES AND IS STAMPED LOMAX NO 2
 JE1795'1948.
 JE1795'
 JE1795'AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 JE1795'2.0 FEET NORTH OF A TELEPHONE POLE, AND 1.8 FEET EAST-NORTHEAST
 JE1795'OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED
 JE1795'LOMAX 1948.
 JE1795'
 JE1795'TO REACH THE STATION FROM THE POST OFFICE IN POMONA, GO WEST
 JE1795'ON STATE HIGHWAY 68 FOR 4.1 MILES TO A CROSSROAD, CONTINUE
 JE1795'STRAIGHT AHEAD, WEST, FOR 1.0 MILE, TURN RIGHT AND GO NORTH WITH
 JE1795'THE MAIN TRAVELED ROAD FOR 0.55 MILE TO A T ROAD LEFT, CONTINUE
 JE1795'NORTH FOR 0.5 MILE TO A T ROAD LEFT, TURN LEFT AND GO WEST FOR
 JE1795'0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 JE1795'
 JE1795'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR
 JE1795'0.5 MILE, TURN RIGHT AND GO SOUTH FOR 0.5 MILE, TURN RIGHT
 JE1795'AND GO WEST FOR 0.55 MILE TO THE MARK ON THE LEFT.
 JE1795'
 JE1795'AN 87 FOOT SIGNAL AT BICE 1934 IS VISIBLE AT 4 FEET.
 JE1795'
 JE1795'A 74 FOOT SIGNAL AT QUE IS VISIBLE AT 4 FEET.
 JE1795'
 JE1795'A 4 FOOT SIGNAL AT NEMO IS VISIBLE AT 25 FEET.
 JE1795'
 JE1795'A 4 FOOT SIGNAL AT DRAGOON IS VISIBLE AT 15 FEET.
 JE1795'
 JE1795'A 10 FOOT SIGNAL AT MICHIGAN IS VISIBLE AT 4 FEET.
 JE1795'
 JE1795'A 74 FOOT SIGNAL AT MONA IS VISIBLE AT 4 FEET.
 JE1795'
 JE1795'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0681 ***********************************************************************
 HE0681  DESIGNATION -  LONE ELM
 HE0681  PID         -  HE0681
 HE0681  STATE/COUNTY-  KS/NEOSHO
 HE0681  USGS QUAD   -  WALNUT (1973)
 HE0681
 HE0681                         *CURRENT SURVEY CONTROL
 HE0681  ___________________________________________________________________
 HE0681* NAD 83(1997)-  37 31 28.76427(N)    095 07 01.51172(W)     ADJUSTED  
 HE0681* NAVD 88     -       291.3    (meters)     956.     (feet)  VERTCON   
 HE0681  ___________________________________________________________________
 HE0681  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 HE0681  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HE0681
 HE0681  HORZ ORDER  -  SECOND
 HE0681
 HE0681.The horizontal coordinates were established by classical geodetic methods
 HE0681.and adjusted by the National Geodetic Survey in October 1998..
 HE0681
 HE0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0681
 HE0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0681
 HE0681.The geoid height was determined by GEOID03.
 HE0681
 HE0681;                    North         East     Units Scale Factor Converg.
 HE0681;SPC KS S     -   500,648.009   698,959.454   MT  0.99995930   +2 04 44.0
 HE0681;UTM  15      - 4,155,182.617   312,921.019   MT  1.00003111   -1 17 23.6
 HE0681
 HE0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0681!SPC KS S     -   0.99995909  x   0.99995930  =   0.99991840
 HE0681!UTM  15      -   0.99995909  x   1.00003111  =   0.99999020
 HE0681
 HE0681:                Primary Azimuth Mark                     Grid Az
 HE0681:SPC KS S     -  WALNUT ATT CO MICROWAVE MAST             009 02 21.0
 HE0681:UTM  15      -  WALNUT ATT CO MICROWAVE MAST             012 24 28.6
 HE0681
 HE0681|---------------------------------------------------------------------|
 HE0681| PID    Reference Object                     Distance      Geod. Az  |
 HE0681|                                                           dddmmss.s |
 HE0681| HE0674 WALNUT ATT CO MICROWAVE MAST        APPROX.13.6 KM 0110705.0 |
 HE0681| CL4787 LONE ELM RM 1                         7.829 METERS 01202     |
 HE0681| HE0679 WALNUT MUNICIPAL TANK               APPROX. 9.1 KM 0245340.2 |
 HE0681| HE1157 GREENBUSH ST ALOYSIUS CATH CH       APPROX.11.4 KM 0954929.3 |
 HE0681| CL4788 LONE ELM RM 2                        26.940 METERS 21816     |
 HE0681| CL4786 LONE ELM AZ MK                                     2360427.1 |
 HE0681| HE0682 ST PAUL ST FRANCIS CATH CH CUP      APPROX. 4.2 KM 2553935.5 |
 HE0681| HE0683 ST PAUL MUNICIPAL TANK              APPROX. 5.1 KM 2625111.5 |
 HE0681| HE0685 ERIE MUNICIPAL TANK                 APPROX.11.6 KM 2935757.9 |
 HE0681|---------------------------------------------------------------------|
 HE0681
 HE0681                          SUPERSEDED SURVEY CONTROL
 HE0681
 HE0681  NAD 83(1997)-  37 31 28.76912(N)    095 07 01.51176(W) AD(       ) 2
 HE0681  NAD 83(1986)-  37 31 28.77437(N)    095 07 01.50169(W) AD(       ) 2
 HE0681  NAD 27      -  37 31 28.59663(N)    095 07 00.58340(W) AD(       ) 2
 HE0681  NGVD 29 (07/19/86)  291.2    (m)          955.     (f) VERT ANG       
 HE0681
 HE0681.Superseded values are not recommended for survey control.
 HE0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0681.See file dsdata.txt to determine how the superseded data were derived.
 HE0681
 HE0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1292155183(NAD 83)
 HE0681_MARKER: DS = TRIANGULATION STATION DISK
 HE0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0681
 HE0681  HISTORY     - Date     Condition        Report By
 HE0681  HISTORY     - 1966     MONUMENTED       CGS
 HE0681
 HE0681                          STATION DESCRIPTION
 HE0681
 HE0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0681'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST-SOUTHEAST
 HE0681'OF ERIE, 5-3/4 MILES SOUTH-SOUTHWEST OF WALNUT, 3 MILES
 HE0681'EAST OF ST. PAUL, ON A LOW HILL KNOWN AS LONE ELM HILL.  THE
 HE0681'SOUTH HALF OF THE HILL IS BRUSH COVERED.  THE PROPERTY IS
 HE0681'OWNED BY MR. HENRY SIEMER WHO LIVES ABOUT 3/4 MILE NORTHWEST
 HE0681'OF THE STATION.
 HE0681'
 HE0681'TO REACH THE STATION FROM THE POST OFFICE IN ST. PAUL, GO
 HE0681'SOUTH ALONG THE ROAD THAT IS JUST WEST OF THE POST OFFICE
 HE0681'FOR 0.3 MILE TO STATE HIGHWAY 57.  TURN LEFT AND GO EAST
 HE0681'ON STATE HIGHWAY 57 FOR 2.65 MILES TO A CROSSROAD, TURN LEFT
 HE0681'AND GO NORTH ON A GRAVELED ROAD FOR 0.3 MILE TO THE AZIMUTH
 HE0681'MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.65 MILE TO A CROSSROAD,
 HE0681'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.4 MILE TO AN
 HE0681'OPENING IN THE TREELINE ON THE SOUTH SIDE OF THE ROAD.  THERE
 HE0681'IS NO GATE AT THIS POINT BUT THE FENCE MAY BE LET DOWN AND
 HE0681'DRIVEN OVER.  THENCE DRIVE SOUTH ACROSS THE PASTURE FOR
 HE0681'0.35 MILE TO THE TOP OF THE HILL AND THE STATION.
 HE0681'
 HE0681'THE STATION MARK IS A STANDARD DISK, STAMPED LONE ELM 1964, SET
 HE0681'IN THE TOP OF A 12 INCH CONCRETE POST THAT IS FLUSH WITH
 HE0681'THE GROUND.  IT IS 28.0 FEET SOUTH-SOUTHEAST OF A DOUBLE
 HE0681'TREE WITH A TRIANGULAR BLAZE, 26.5 FEET SOUTH OF AN EAST-WEST
 HE0681'FENCE, AND 3.6 FEET EAST OF A WITNESS POST.
 HE0681'
 HE0681'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LONE ELM NO 1
 HE0681'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 HE0681'IS FLUSH WITH THE GROUND.  IT IS 14.7 FEET EAST OF THE DOUBLE
 HE0681'TREE, 1.0 FEET SOUTH OF AN EAST-WEST FENCE AND AT ABOUT
 HE0681'THE SAME ELEVATION AS THE STATION.
 HE0681'
 HE0681'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LONE ELM NO 2
 HE0681'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 HE0681'IS FLUSH WITH THE GROUND.  IT IS ON THE HIGHEST POINT OF
 HE0681'A SMALL DIRT MOUND AND ABOUT 4 FEET HIGHER THAN THE STATION.
 HE0681'
 HE0681'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LONE ELM 1964,
 HE0681'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0681'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 28 FEET
 HE0681'EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 2.5 FEET NORTH
 HE0681'OF WITNESS POST, AND 2.0 FEET SOUTH OF A POWER LINE POLE.
 HE0681'
 HE0681'NOTE- MR. SIEMER MUST BE CONTACTED BEFORE VISITING THE STATION
 HE0681'SITE.
 HE0681'
 HE0681'ALL OBJECTS VISIBLE AT 30 FEET.
 HE0681'
 HE0681'HEIGHT OF LIGHT ABOVE STATION MARK 18.18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1704 ***********************************************************************
 JE1704  DESIGNATION -  LONE ELM
 JE1704  PID         -  JE1704
 JE1704  STATE/COUNTY-  KS/ALLEN
 JE1704  USGS QUAD   -  KINCAID (1983)
 JE1704
 JE1704                         *CURRENT SURVEY CONTROL
 JE1704  ___________________________________________________________________
 JE1704* NAD 83(1997)-  38 02 16.31304(N)    095 14 36.56965(W)     ADJUSTED  
 JE1704* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 JE1704  ___________________________________________________________________
 JE1704  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 JE1704  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 JE1704
 JE1704  HORZ ORDER  -  SECOND
 JE1704
 JE1704.The horizontal coordinates were established by classical geodetic methods
 JE1704.and adjusted by the National Geodetic Survey in October 1998..
 JE1704
 JE1704.The orthometric height was scaled from a topographic map.
 JE1704
 JE1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1704
 JE1704.The geoid height was determined by GEOID03.
 JE1704
 JE1704;                    North         East     Units Scale Factor Converg.
 JE1704;SPC KS S     -   557,174.377   685,804.208   MT  0.99993811   +2 00 04.4
 JE1704;UTM  15      - 4,212,392.035   303,116.528   MT  1.00007743   -1 22 58.2
 JE1704
 JE1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1704!SPC KS S     -   0.99994967  x   0.99993811  =   0.99988778
 JE1704!UTM  15      -   0.99994967  x   1.00007743  =   1.00002710
 JE1704
 JE1704:                Primary Azimuth Mark                     Grid Az
 JE1704:SPC KS S     -  LONE ELM AZ MK                           359 10 15.4
 JE1704:UTM  15      -  LONE ELM AZ MK                           002 33 18.0
 JE1704
 JE1704|---------------------------------------------------------------------|
 JE1704| PID    Reference Object                     Distance      Geod. Az  |
 JE1704|                                                           dddmmss.s |
 JE1704| CL4782 LONE ELM AZ MK                                     0011019.8 |
 JE1704| CL4783 LONE ELM RM 1 RESET                  20.236 METERS 13501     |
 JE1704| CL4785 LONE ELM RM 3                        21.757 METERS 18219     |
 JE1704| HE0703 LA HARPE MUNICIPAL TANK             APPROX.14.5 KM 1992547.3 |
 JE1704| HE0708 IOLA LEHIGH CEMENT CO STACK         APPROX.19.9 KM 2241403.4 |
 JE1704| CL4784 LONE ELM RM 2                        25.594 METERS 27648     |
 JE1704| JE1710 COLONY MUNICIPAL TANK               APPROX.10.9 KM 2872723.1 |
 JE1704|---------------------------------------------------------------------|
 JE1704
 JE1704                          SUPERSEDED SURVEY CONTROL
 JE1704
 JE1704  NAD 83(1997)-  38 02 16.31860(N)    095 14 36.56895(W) AD(       ) 2
 JE1704  NAD 83(1986)-  38 02 16.31913(N)    095 14 36.56472(W) AD(       ) 2
 JE1704  NAD 27      -  38 02 16.20700(N)    095 14 35.64600(W) AD(       ) 2
 JE1704
 JE1704.Superseded values are not recommended for survey control.
 JE1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1704.See file dsdata.txt to determine how the superseded data were derived.
 JE1704
 JE1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0311712392(NAD 83)
 JE1704_MARKER: DS = TRIANGULATION STATION DISK
 JE1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1704
 JE1704  HISTORY     - Date     Condition        Report By
 JE1704  HISTORY     - 1948     MONUMENTED       CGS
 JE1704  HISTORY     - 1950     GOOD             CGS
 JE1704  HISTORY     - 1967     GOOD             CGS
 JE1704  HISTORY     - 1973     GOOD             NGS
 JE1704
 JE1704                          STATION DESCRIPTION
 JE1704
 JE1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1704'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHEAST OF IOLA, 6.5
 JE1704'MILES EAST OF COLONY AND 2.0 MILES SOUTH OF THE VILLAGE OF LONE
 JE1704'ELM IN THE NORTHEAST CORNER OF A PASTURE ON THE WEST SIDE
 JE1704'OF NORTH-SOUTH ROAD AND ON LAND OWNED BY MR. D.H. BEVINS OF
 JE1704'KANSAS CITY, MISSOURI.  IT IS 65 FEET WEST OF THE CENTER OF THE
 JE1704'NORTH-SOUTH ROAD, 39 FEET WEST OF THE NORTH END OF GATE AND
 JE1704'FENCE CORNER AND 9.7 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS
 JE1704'STAMPED LONE ELM 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE1704'
 JE1704'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 30 FEET WEST
 JE1704'OF THE CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT WEST OF
 JE1704'NORTH-SOUTH FENCE LINE.  IT IS STAMPED LONE ELM NO 1 1948 AND SET
 JE1704'FLUSH WITH THE GROUND SURFACE.
 JE1704'
 JE1704'REFERENCE MARK NO 2 IS WEST OF THE STATION, 1 FOOT SOUTH
 JE1704'OF EAST-WEST FENCE LINE.  IT IS STAMPED LONE ELM NO 2 1948 AND
 JE1704'SET FLUSH WITH THE GROUND SURFACE.
 JE1704'
 JE1704'THE AZIMUTH MARK IS ABOUT 0.7 MILE NORTH OF THE STATION, 35 FEET
 JE1704'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 5 FEET SOUTH OF
 JE1704'POWER LINE POLE, 2 FEET SOUTH OF WITNESS POST AND 1 FOOT
 JE1704'WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED LONE ELM 1948 AND
 JE1704'PROJECTS 4 INCHES.
 JE1704'
 JE1704'TO REACH THE STATION FROM THE MISSOURI PACIFIC RAILROAD
 JE1704'UNDERPASS IN THE SOUTH EDGE OF GARNETT, GO SOUTH ON U.S. HIGHWAY
 JE1704'59 FOR 5.4 MILES TO JUNCTION WITH STATE ROUTE 31, TURN LEFT AND GO
 JE1704'EAST AND SOUTH ON STATE ROUTE 31 FOR 8.0 MILES TO WHERE NO 31
 JE1704'TURNS EAST AND GRAVELED ROAD CONTINUES STRAIGHT AHEAD, CONTINUE
 JE1704'STRAIGHT AHEAD SOUTH THROUGH THE VILLAGE OF LONE ELM FOR 2.5
 JE1704'MILES TO THE AZIMUTH MARK ON THE WEST SIDE OF ROAD AS
 JE1704'DESCRIBED, CONTINUE SOUTH FOR 0.7 MILE TO SIDE ROAD LEFT AND
 JE1704'GATE IN FENCE LINE ON THE WEST SIDE AND STATION JUST
 JE1704'WEST OF GATE AS DESCRIBED.
 JE1704'
 JE1704'AN 87 FOOT SIGNAL AT STATION BLUE MOUND IS VISIBLE AT 37 FEET.
 JE1704'
 JE1704'AN 87 FOOT SIGNAL AT STATION MORAN IS VISIBLE AT 4 FEET.
 JE1704'
 JE1704'A 74 FOOT SIGNAL AT STATION LA HARPE IS VISIBLE AT 4 FEET.
 JE1704'
 JE1704'AN 87 FOOT SIGNAL AT STATION IOLA 1934 IS VISIBLE AT 4 FEET.
 JE1704'
 JE1704'A 74 FOOT SIGNAL AT STATION BARNHART 1934 IS VISIBLE AT 4 FEET.
 JE1704'
 JE1704'A 74 FOOT SIGNAL AT STATION COLONY IS VISIBLE AT 4 FEET.
 JE1704'
 JE1704'AN 87 FOOT SIGNAL AT STATION HATCH 1934 IS VISIBLE AT 10 FEET.
 JE1704'
 JE1704'A 113 FOOT SIGNAL AT STATION WELDA IS VISIBLE AT 4 FEET.
 JE1704'
 JE1704'A 74 FOOT SIGNAL AT STATION RED STAR IS VISIBLE AT 10 FEET.
 JE1704'
 JE1704'AN 87 FOOT SIGNAL AT STATION KINCAID W. BASE IS VISIBLE AT
 JE1704'10 FEET.
 JE1704'
 JE1704'A 74 FOOT SIGNAL AT STATION KINCAID E. BASE IS VISIBLE AT 37
 JE1704'FEET.
 JE1704'
 JE1704'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1704
 JE1704                          STATION RECOVERY (1950)
 JE1704
 JE1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 JE1704'THE STATION IS LOCATED ABOUT 9.0 MILES NORTHEAST OF IOLA,
 JE1704'6.5 MILES EAST OF COLONY AND 2.9 MILES (NOT 2.0 MILES) SOUTH
 JE1704'OF THE VILLAGE OF LONE ELM, IN THE NORTHEAST CORNER OF A PASTURE,
 JE1704'ON THE WEST SIDE OF NORTH-SOUTH ROAD AND ON LAND OWNED BY MR.
 JE1704'D.H. BEVINS OF KANSAS CITY, MISSOURI.  IT IS 65 FEET WEST
 JE1704'OF THE CENTER OF THE NORTH-SOUTH ROAD, 39 FEET WEST OF THE NORTH
 JE1704'END OF GATE AND FENCE CORNER AND 9.7 FEET SOUTH OF EAST-WEST
 JE1704'FENCE LINE.  IT IS STAMPED LONE ELM 1948 AND SET FLUSH WITH
 JE1704'THE GROUND.
 JE1704'
 JE1704'REFERENCE MARK NO. 1 WAS RESET SOUTHEAST OF THE STATION AND 29
 JE1704'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD.  IT IS
 JE1704'STAMPED LONE ELM NO. 1 1948 - RESET 1950, AND PROJECTS 2 INCHES.
 JE1704'
 JE1704'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT SOUTH OF
 JE1704'THE EAST-WEST FENCE LINE.  IT IS STAMPED LONE ELM NO. 2 1948,
 JE1704'AND SET FLUSH WITH THE GROUND.
 JE1704'
 JE1704'THE AZIMUTH MARK IS 0.75 MILE NORTH OF THE STATION, 35 FEET
 JE1704'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, ABOUT 0.1 MILE SOUTH OF
 JE1704'FARM HOUSE ON EAST SIDE OF THE ROAD, 5 FEET SOUTH OF A POWER POLE,
 JE1704'2 FEET SOUTH OF A WITNESS POST, AND 1 FOOT WEST OF NORTH-SOUTH
 JE1704'FENCE LINE.  IT IS STAMPED LONE ELM 1948 AND PROJECTS 4 INCHES.
 JE1704'
 JE1704'TO REACH FROM LONE ELM, GO SOUTH ON GRAVEL ROAD 2.15 MILES
 JE1704'TO AZIMUTH MARK ON WEST SIDE OF ROAD AS DESCRIBED.  CONTINUE
 JE1704'SOUTH FOR 0.75 MILE TO SIDE ROAD LEFT AND GATE IN FENCE ON
 JE1704'WEST SIDE AND STATION, AS DESCRIBED.
 JE1704
 JE1704                          STATION RECOVERY (1967)
 JE1704
 JE1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JE1704'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 JE1704'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1
 JE1704'WHICH WAS RESET IN 1950 WAS IN THE WAY OF ROAD CONSTRUCTION
 JE1704'AND WAS MOVED.  THE DIRECTION TO THE AZIMUTH MARK MISSED BY
 JE1704'12.8 SECONDS.
 JE1704'
 JE1704'REFERENCE MARK NO. 3 WAS SET.
 JE1704'
 JE1704'FOLLOWING IS A NEW DESCRIPTION.
 JE1704'
 JE1704'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59, 169
 JE1704'AND STATE HIGHWAY 31, ABOUT 5.4 MILES SOUTH OF GARNETT, GO EAST AND
 JE1704'SOUTH ON HIGHWAYS 59 AND 31 FOR 8.0 MILES TO A ROAD FORK.  TURN
 JE1704'RIGHT AND GO SOUTH ON A SURFACED ROAD FOR 0.35 MILE TO THE CENTER
 JE1704'OF THE VILLAGE OF LONE ELM.  CONTINUE SOUTH ON A GRAVELED ROAD
 JE1704'FOR 2.05 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH
 JE1704'ON THE GRAVELED ROAD FOR 0.75 MILE TO THE TOP OF HILL, GATES ON
 JE1704'BOTH SIDES OF THE ROAD AND THE STATION ON THE RIGHT.
 JE1704'
 JE1704'STATION MARK, A STANDARD DISK STAMPED LONE ELM 1948, IS SET
 JE1704'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 JE1704'SURFACE OF THE GROUND.  IT IS 68 FEET WEST OF THE CENTER OF
 JE1704'THE NORTH-SOUTH ROAD, 10 FEET SOUTH OF A FENCE, 9.5 FEET SOUTH
 JE1704'OF A METAL WITNESS POST, AND NEAR THE NORTHEAST CORNER OF A
 JE1704'PASTURE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 JE1704'
 JE1704'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LONE ELM NO. 2 1948,
 JE1704'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 JE1704'THE SURFACE OF THE GROUND.  IT IS 1 FOOT SOUTH OF AN EAST-WEST
 JE1704'FENCE.
 JE1704'
 JE1704'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LONE ELM 1948 NO. 3
 JE1704'1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 JE1704'WITH THE SURFACE OF THE GROUND.  IT IS 81 FEET SOUTH OF THE
 JE1704'EAST-WEST FENCE AND 68 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 JE1704'ROAD.
 JE1704'
 JE1704'AZIMUTH MARK, A STANDARD DISK STAMPED LONE ELM 1948, IS SET
 JE1704'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 JE1704'IT IS 30 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 3.5 FEET
 JE1704'SOUTH-SOUTHEAST OF A POWERLINE POLE, 1.5 FEET WEST OF A FENCE, AND
 JE1704'1 FOOT WEST OF A METAL WITNESS POST.
 JE1704'
 JE1704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.8 MILES SOUTH
 JE1704'OF LONE ELM.
 JE1704
 JE1704                          STATION RECOVERY (1973)
 JE1704
 JE1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JE1704'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK WERE
 JE1704'RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION AND THE
 JE1704'ROUTE TO REACH THE STATION IS ADEQUATE FOR RECOVERY.
 JE1704'
 JE1704'THIS STATION WAS OCCUPIED THIS DATE TO CHECK THE ANGLES THAT WERE
 JE1704'MEASURED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1075 ***********************************************************************
 HE1075  DESIGNATION -  LONG
 HE1075  PID         -  HE1075
 HE1075  STATE/COUNTY-  KS/CHEROKEE
 HE1075  USGS QUAD   -  CRESTLINE (1978)
 HE1075
 HE1075                         *CURRENT SURVEY CONTROL
 HE1075  ___________________________________________________________________
 HE1075* NAD 83(1997)-  37 13 51.80807(N)    094 42 17.27347(W)     ADJUSTED  
 HE1075* NAVD 88     -       276.1    (meters)     906.     (feet)  VERTCON   
 HE1075  ___________________________________________________________________
 HE1075  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 HE1075  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 HE1075
 HE1075  HORZ ORDER  -  SECOND
 HE1075
 HE1075.The horizontal coordinates were established by classical geodetic methods
 HE1075.and adjusted by the National Geodetic Survey in October 1998..
 HE1075
 HE1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1075
 HE1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1075
 HE1075.The geoid height was determined by GEOID03.
 HE1075
 HE1075;                    North         East     Units Scale Factor Converg.
 HE1075;SPC KS S     -   469,493.137   736,701.737   MT  1.00000719   +2 19 56.1
 HE1075;UTM  15      - 4,121,866.355   348,767.945   MT  0.99988174   -1 01 53.9
 HE1075
 HE1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1075!SPC KS S     -   0.99996139  x   1.00000719  =   0.99996858
 HE1075!UTM  15      -   0.99996139  x   0.99988174  =   0.99984313
 HE1075
 HE1075|---------------------------------------------------------------------|
 HE1075| PID    Reference Object                     Distance      Geod. Az  |
 HE1075|                                                           dddmmss.s |
 HE1075| CN7317 LONG RM 1                            36.079 METERS 17524     |
 HE1075| HE1071 TV STATION KOAM WEST MAST           APPROX. 1.2 KM 1904404.9 |
 HE1075| HE1082 COLUMBUS FARMERS COOP ELEVATOR      APPROX.14.1 KM 2371448.4 |
 HE1075| HE1077 COLUMBUS MUNICIPAL TANK             APPROX.14.2 KM 2382921.3 |
 HE1075| HE1080 COLUMBUS GRAIN CO ELEVATOR          APPROX.13.5 KM 2403504.2 |
 HE1075| HE1078 COLUMBUS MUNICIPAL STANDPIPE        APPROX.13.9 KM 2422630.6 |
 HE1075| CN7318 LONG RM 2                            33.287 METERS 27643     |
 HE1075| HE1008 PITTSBURG FREETO CONSTR MAST        APPROX.22.2 KM 3575401.2 |
 HE1075| CN7316 LONG AZ MK                                         3581920.7 |
 HE1075|---------------------------------------------------------------------|
 HE1075
 HE1075                          SUPERSEDED SURVEY CONTROL
 HE1075
 HE1075  NAD 83(1997)-  37 13 51.81434(N)    094 42 17.27460(W) AD(       ) 2
 HE1075  NAD 83(1986)-  37 13 51.82155(N)    094 42 17.26794(W) AD(       ) 2
 HE1075  NAD 27      -  37 13 51.61868(N)    094 42 16.42403(W) AD(       ) 2
 HE1075  NGVD 29 (07/19/86)  276.0    (m)          906.     (f) VERT ANG       
 HE1075
 HE1075.Superseded values are not recommended for survey control.
 HE1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1075.See file dsdata.txt to determine how the superseded data were derived.
 HE1075
 HE1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4876821866(NAD 83)
 HE1075_MARKER: DS = TRIANGULATION STATION DISK
 HE1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1075
 HE1075  HISTORY     - Date     Condition        Report By
 HE1075  HISTORY     - 1965     MONUMENTED       CGS
 HE1075  HISTORY     - 1966     GOOD             CGS
 HE1075
 HE1075                          STATION DESCRIPTION
 HE1075
 HE1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1075'THE STATION IS 8 MILES NORTHEAST OF COLUMBUS, 7 MILES SOUTHEAST
 HE1075'OF WEIR, 4-1/2 MILES NORTH OF CRESTLINE, AND ON THE EAST
 HE1075'RIGHT-OF-WAY OF U.S. HIGHWAY 69.
 HE1075'
 HE1075'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HE1075'160, 69 AND STATE HIGHWAY 57, 5 MILES SOUTH OF PITTSBURG, GO
 HE1075'SOUTH ON HIGHWAY 69 FOR 6.85 MILES TO A SMALL CONCRETE BRIDGE
 HE1075'AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY
 HE1075'69 FOR 0.6 MILE TO AN ENTRANCE TO A FIELD AND CORRAL AND
 HE1075'THE STATION ON THE LEFT.
 HE1075'
 HE1075'STATION MARK IS A STANDARD DISK STAMPED LONG 1964, SET IN
 HE1075'THE TOP OF A 12-INCH SQUARE CONCRETE POST 1 INCH BELOW THE
 HE1075'SURFACE OF THE GROUND.  IT IS 54 FEET SOUTH OF THE CENTER
 HE1075'OF A FIELD ROAD, 50 FEET EAST OF THE CENTERLINE OF HIGHWAY 69, 37
 HE1075'FEET SOUTH SOUTHWEST OF A SOUTH GATE POST, 15 FEET NORTHWEST
 HE1075'OF A TELEPHONE POLE, 12 FEET WEST OF THE EAST RIGHT-OF-WAY
 HE1075'FENCE, AND 11.5 FEET WEST OF A METAL WITNESS POST.
 HE1075'
 HE1075'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LONG NO 1 1964,
 HE1075'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH
 HE1075'WITH THE SURFACE OF THE GROUND.  IT IS 107 FEET SOUTH OF THE
 HE1075'TELEPHONE POLE, 59.5 FEET EAST OF THE CENTERLINE OF HIGHWAY
 HE1075'69, AND 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.
 HE1075'
 HE1075'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LONG NO 2 1964,
 HE1075'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH
 HE1075'WITH THE SURFACE OF THE GROUND.  IT IS 58 FEET WEST OF THE
 HE1075'CENTERLINE OF HIGHWAY 69, 58 FEET SOUTH OF A TELEPHONE POLE,
 HE1075'AND 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.
 HE1075'
 HE1075'AZIMUTH MARK IS A STANDARD DISK STAMPED LONG 1964, CEMENTED
 HE1075'IN A DRILL HOLE IN THE TOP AND NEAR THE CENTER OF THE SOUTH
 HE1075'CONCRETE ABUTMENT OF A SMALL BRIDGE.  IT IS 40 FEET EAST OF
 HE1075'THE WEST RIGHT-OF-WAY FENCE, 21 FEET WEST OF THE CENTERLINE
 HE1075'OF HIGHWAY 69, AND 3 FEET SOUTH OF A METAL WITNESS POST.
 HE1075'
 HE1075'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE1075
 HE1075                          STATION RECOVERY (1966)
 HE1075
 HE1075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1075'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE1075'WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0803 ***********************************************************************
 KG0803  DESIGNATION -  LONG
 KG0803  PID         -  KG0803
 KG0803  STATE/COUNTY-  KS/PHILLIPS
 KG0803  USGS QUAD   -  LONG ISLAND (1967)
 KG0803
 KG0803                         *CURRENT SURVEY CONTROL
 KG0803  ___________________________________________________________________
 KG0803* NAD 83(1997)-  39 56 38.48254(N)    099 34 58.66751(W)     ADJUSTED  
 KG0803* NAVD 88     -       666.     (meters)    2185.     (feet)  SCALED    
 KG0803  ___________________________________________________________________
 KG0803  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KG0803  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 KG0803
 KG0803  HORZ ORDER  -  THIRD
 KG0803
 KG0803.The horizontal coordinates were established by classical geodetic methods
 KG0803.and adjusted by the National Geodetic Survey in October 1998..
 KG0803
 KG0803.The orthometric height was scaled from a topographic map.
 KG0803
 KG0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0803
 KG0803.The geoid height was determined by GEOID03.
 KG0803
 KG0803;                    North         East     Units Scale Factor Converg.
 KG0803;SPC KS N     -   179,996.691   264,717.182   MT  1.00003002   -1 00 05.6
 KG0803;SPC NE       -    12,376.746   535,642.223   MT  1.00002576   +0 16 34.9
 KG0803;UTM  14      - 4,421,707.011   450,197.675   MT  0.99963053   -0 22 27.5
 KG0803
 KG0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0803!SPC KS N     -   0.99989939  x   1.00003002  =   0.99992941
 KG0803!SPC NE       -   0.99989939  x   1.00002576  =   0.99992515
 KG0803!UTM  14      -   0.99989939  x   0.99963053  =   0.99952996
 KG0803
 KG0803|---------------------------------------------------------------------|
 KG0803| PID    Reference Object                     Distance      Geod. Az  |
 KG0803|                                                           dddmmss.s |
 KG0803| CN9886 LONG RM 2                            15.150 METERS 00120     |
 KG0803| KG0802 LONG ISLAND MUNICIPAL TANK          APPROX. 4.1 KM 0811252.9 |
 KG0803| CN9884 LONG AZ MK                                         0882935.1 |
 KG0803| CN9885 LONG RM 1                            14.989 METERS 26812     |
 KG0803|---------------------------------------------------------------------|
 KG0803
 KG0803                          SUPERSEDED SURVEY CONTROL
 KG0803
 KG0803  NAD 83(1997)-  39 56 38.48356(N)    099 34 58.66743(W) AD(       ) 3
 KG0803  NAD 83(1986)-  39 56 38.48712(N)    099 34 58.66905(W) AD(       ) 3
 KG0803  NAD 27      -  39 56 38.45400(N)    099 34 57.28200(W) AD(       ) 3
 KG0803
 KG0803.Superseded values are not recommended for survey control.
 KG0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0803.See file dsdata.txt to determine how the superseded data were derived.
 KG0803
 KG0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK5019821707(NAD 83)
 KG0803_MARKER: DS = TRIANGULATION STATION DISK
 KG0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0803
 KG0803  HISTORY     - Date     Condition        Report By
 KG0803  HISTORY     - 1950     MONUMENTED       CGS
 KG0803
 KG0803                          STATION DESCRIPTION
 KG0803
 KG0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0803'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF LONG ISLAND, ON
 KG0803'THE RIGHT-OF-WAY AND 25 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KG0803'DIRT ROAD, 4 FEET WEST OF A WITNESS POST AND 2 FEET NORTH OF A
 KG0803'FENCE LINE.  IT IS STAMPED LONG 1950 AND PROJECTS 2 INCHES.
 KG0803'
 KG0803'REFERENCE MARK NO. 1 IS 25 FEET SOUTH OF THE CENTER OF A DIRT
 KG0803'ROAD, 1 FOOT NORTH OF A FENCE LINE AND 1 FOOT WEST OF THE WEST
 KG0803'END OF A GATE INTO A FIELD.  IT IS STAMPED LONG NO 1 1950 AND
 KG0803'PROJECTS 4 INCHES.
 KG0803'
 KG0803'REFERENCE MARK NO. 2 IS 77 FEET EAST OF THE CENTER OF A DRIVEWAY
 KG0803'INTO A FARM YARD, 25 FEET NORTH OF THE CENTER OF A DIRT ROAD AND 1
 KG0803'FOOT SOUTH OF A FENCE LINE.  IT IS STAMPED LONG NO 2 1950 AND
 KG0803'PROJECTS 4 INCHES.
 KG0803'
 KG0803'THE AZIMUTH MARK IS 26 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 KG0803'2 FEET EAST OF THE EAST END OF A GATE INTO A FIELD, 2 FEET WEST OF
 KG0803'A WITNESS POST AND 1 FOOT SOUTH OF A FENCE LINE.  IT IS STAMPED
 KG0803'LONG 1950 AND PROJECTS 2 INCHES.
 KG0803'
 KG0803'TO REACH THE STATION FROM THE POST OFFICE IN LONG ISLAND, GO WEST
 KG0803'ON SIDE STREET FOR 1 BLOCK TO U.S. HIGHWAY 383 AND THE WATER TANK
 KG0803'ON THE LEFT.  TURN LEFT ON U.S. HIGHWAY 383 FOR 0.9 MILE TO A SIDE
 KG0803'ROAD RIGHT, TURN RIGHT AND GO WESTERLY FOR 1.3 MILES TO THE
 KG0803'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE WEST FOR 0.3
 KG0803'MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 KG0803'
 KG0803'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0801 ***********************************************************************
 KG0801  DESIGNATION -  LONG ISLAND
 KG0801  PID         -  KG0801
 KG0801  STATE/COUNTY-  KS/PHILLIPS
 KG0801  USGS QUAD   -  LONG ISLAND (1967)
 KG0801
 KG0801                         *CURRENT SURVEY CONTROL
 KG0801  ___________________________________________________________________
 KG0801* NAD 83(1997)-  39 53 11.26892(N)    099 31 53.15133(W)     ADJUSTED  
 KG0801* NAVD 88     -       701.04   (+/-2cm)    2300.0    (feet)  VERTCON   
 KG0801  ___________________________________________________________________
 KG0801  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 KG0801  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 KG0801
 KG0801  HORZ ORDER  -  SECOND
 KG0801  VERT ORDER  -  THIRD ? (See Below)
 KG0801
 KG0801.The horizontal coordinates were established by classical geodetic methods
 KG0801.and adjusted by the National Geodetic Survey in October 1998..
 KG0801
 KG0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0801.The vertical order pertains to the NGVD 29 superseded value.
 KG0801
 KG0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0801
 KG0801.The geoid height was determined by GEOID03.
 KG0801
 KG0801;                    North         East     Units Scale Factor Converg.
 KG0801;SPC KS N     -   173,530.732   269,012.715   MT  1.00001836   -0 58 08.3
 KG0801;SPC NE       -     6,008.158   540,081.047   MT  1.00005321   +0 18 37.9
 KG0801;UTM  14      - 4,415,291.044   454,562.059   MT  0.99962542   -0 20 26.9
 KG0801
 KG0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0801!SPC KS N     -   0.99989394  x   1.00001836  =   0.99991230
 KG0801!SPC NE       -   0.99989394  x   1.00005321  =   0.99994715
 KG0801!UTM  14      -   0.99989394  x   0.99962542  =   0.99951940
 KG0801
 KG0801|---------------------------------------------------------------------|
 KG0801| PID    Reference Object                     Distance      Geod. Az  |
 KG0801|                                                           dddmmss.s |
 KG0801| CN9888 LONG ISLAND RM 1                     24.668 METERS 09126     |
 KG0801| CN9887 LONG ISLAND AZ MK                                  1845606.5 |
 KG0801| KG0805 PRAIRIE VIEW MUNICIPAL TANK         APPROX. 6.7 KM 2113214.3 |
 KG0801| KG0809 ALMENA MUNICIPAL STANDPIPE          APPROX.14.8 KM 2693551.0 |
 KG0801| CN9889 LONG ISLAND RM 2                     44.030 METERS 27206     |
 KG0801| KG0802 LONG ISLAND MUNICIPAL TANK          APPROX. 7.0 KM 3570140.5 |
 KG0801|---------------------------------------------------------------------|
 KG0801
 KG0801                          SUPERSEDED SURVEY CONTROL
 KG0801
 KG0801  NAD 83(1997)-  39 53 11.27056(N)    099 31 53.15192(W) AD(       ) 2
 KG0801  NAD 83(1986)-  39 53 11.27378(N)    099 31 53.15310(W) AD(       ) 2
 KG0801  NAD 27      -  39 53 11.24100(N)    099 31 51.77600(W) AD(       ) 2
 KG0801  NGVD 29 (07/19/86)  700.79   (m)         2299.2    (f) LEVELING    3  
 KG0801
 KG0801.Superseded values are not recommended for survey control.
 KG0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0801.See file dsdata.txt to determine how the superseded data were derived.
 KG0801
 KG0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK5456215291(NAD 83)
 KG0801_MARKER: DS = TRIANGULATION STATION DISK
 KG0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0801
 KG0801  HISTORY     - Date     Condition        Report By
 KG0801  HISTORY     - 1950     MONUMENTED       CGS
 KG0801
 KG0801                          STATION DESCRIPTION
 KG0801
 KG0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0801'THE STATION IS LOCATED ABOUT 9.5 MILES EAST OF ALMENA, 4.0 MILES
 KG0801'NORTH AND 2.0 MILES EAST OF PRAIRIE VIEW, 4.5 MILES SOUTH OF LONG
 KG0801'ISLAND AND 1.5 MILES NORTH OF THE LUCTOR CHRISTIAN REFORMED
 KG0801'CHURCH.  IT IS ON THE SUMMIT OF A HIGH HILL ABOUT 0.1 MILE EAST
 KG0801'OF A NORTH-SOUTH GRAVELED ROAD, 16.0 FEET NORTH OF THE CENTER OF
 KG0801'A TRACK ROAD AND 4.5 FEET SOUTH OF A WITNESS POST.  IT PROJECTS
 KG0801'1 INCH AND IS STAMPED LONG ISLAND 1950.
 KG0801'
 KG0801'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION
 KG0801'AND 16.0 FEET NORTH OF THE CENTER OF A TRACK ROAD.  IT PROJECTS 4
 KG0801'INCHES AND IS STAMPED LONG ISLAND NO 1 1950.
 KG0801'
 KG0801'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL ABOUT 2.0
 KG0801'FEET BELOW THE ELEVATION OF THE STATION AND 16.0 FEET NORTH OF
 KG0801'THE CENTER OF A TRACK ROAD.  IT PROJECTS 6 INCHES AND IS STAMPED
 KG0801'LONG ISLAND NO 2 1950.
 KG0801'
 KG0801'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KG0801'IS 225.36 FEET.
 KG0801'
 KG0801'THE AZIMUTH MARK IS 90.0 FEET NORTH-NORTHWEST OF THE NORTHWEST
 KG0801'CORNER OF THE LUCTOR CHRISTIAN REFORMED CHURCH, 52.0 FEET EAST
 KG0801'OF THE CENTER OF A GRAVELED ROAD, 10.0 FEET EAST OF A FENCE
 KG0801'CORNER AND 1.5 FEET EAST OF A WITNESS POST.  IT PROJECTS 3 INCHES
 KG0801'AND IS STAMPED LONG ISLAND 1950.
 KG0801'
 KG0801'TO REACH THE STATION FROM THE POST OFFICE IN LONG ISLAND, GO SOUTH
 KG0801'ON THE MAIN GRAVELED ROAD FOR 4.4 MILES TO A CROSSROAD AT THE
 KG0801'SUMMIT OF A RISE, TURN LEFT AND GO EAST ON A TRACK ROAD FOR 0.1
 KG0801'MILE TO THE SUMMIT OF THE HILL AND THE STATION AS DESCRIBED.
 KG0801'
 KG0801'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A TRACK
 KG0801'ROAD FOR 0.1 MILE TO THE MAIN GRAVELED ROAD, HERE TURN LEFT AND GO
 KG0801'SOUTH FOR 1.5 MILES TO THE LUCTOR CHRISTIAN REFORMED CHURCH ON
 KG0801'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 KG0801'
 KG0801'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0802 ***********************************************************************
 KG0802  DESIGNATION -  LONG ISLAND MUNICIPAL TANK
 KG0802  PID         -  KG0802
 KG0802  STATE/COUNTY-  KS/PHILLIPS
 KG0802  USGS QUAD   -  LONG ISLAND (1967)
 KG0802
 KG0802                         *CURRENT SURVEY CONTROL
 KG0802  ___________________________________________________________________
 KG0802* NAD 83(1997)-  39 56 58.68936(N)    099 32 08.49272(W)     ADJUSTED  
 KG0802* NAVD 88     -                                                        
 KG0802  ___________________________________________________________________
 KG0802  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 KG0802  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 KG0802
 KG0802  HORZ ORDER  -  THIRD
 KG0802
 KG0802.The horizontal coordinates were established by classical geodetic methods
 KG0802.and adjusted by the National Geodetic Survey in October 1998..
 KG0802
 KG0802
 KG0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0802
 KG0802.The geoid height was determined by GEOID03.
 KG0802
 KG0802;                    North         East     Units Scale Factor Converg.
 KG0802;SPC KS N     -   180,550.288   268,767.201   MT  1.00003121   -0 58 18.0
 KG0802;SPC NE       -    13,020.576   539,678.856   MT  1.00002313   +0 18 27.7
 KG0802;UTM  14      - 4,422,304.687   454,239.761   MT  0.99962578   -0 20 38.3
 KG0802
 KG0802                          SUPERSEDED SURVEY CONTROL
 KG0802
 KG0802  NAD 83(1997)-  39 56 58.69024(N)    099 32 08.49322(W) AD(       ) 4
 KG0802  NAD 83(1986)-  39 56 58.69388(N)    099 32 08.49422(W) AD(       ) 4
 KG0802  NAD 27      -  39 56 58.66000(N)    099 32 07.11600(W) AD(       ) 3
 KG0802
 KG0802.Superseded values are not recommended for survey control.
 KG0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0802.See file dsdata.txt to determine how the superseded data were derived.
 KG0802
 KG0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK5424022305(NAD 83)
 KG0802_MARKER: 53 = ELEVATED TANK
 KG0802
 KG0802  HISTORY     - Date     Condition        Report By
 KG0802  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0802
 KG0802                          STATION DESCRIPTION
 KG0802
 KG0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0802'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF LONG ISLAND.
 KG0802'IT IS 58 FEET WEST OF THE CENTER OF A NORTH-SOUTH STREET AND 55
 KG0802'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 383.  IT IS A 4
 KG0802'LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND HAS AN
 KG0802'OVERALL HEIGHT OF ABOUT 125 FEET.  IT IS SILVER IN COLOR
 KG0802'AND HAS THE LETTERING LONG ISLAND KANS. ON THE EAST AND WEST
 KG0802'SIDES.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF
 KG0802'THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LF1369 ***********************************************************************
 LF1369  DESIGNATION -  LONG RESET
 LF1369  PID         -  LF1369
 LF1369  STATE/COUNTY-  KS/BROWN
 LF1369  USGS QUAD   -  FALLS CITY (1984)
 LF1369
 LF1369                         *CURRENT SURVEY CONTROL
 LF1369  ___________________________________________________________________
 LF1369* NAD 83(1997)-  40 00 00.15386(N)    095 36 07.92234(W)     ADJUSTED  
 LF1369* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 LF1369  ___________________________________________________________________
 LF1369  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 LF1369  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LF1369
 LF1369  HORZ ORDER  -  FIRST
 LF1369
 LF1369.The horizontal coordinates were established by classical geodetic methods
 LF1369.and adjusted by the National Geodetic Survey in October 1998..
 LF1369
 LF1369.The orthometric height was scaled from a topographic map.
 LF1369
 LF1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 LF1369
 LF1369.The geoid height was determined by GEOID03.
 LF1369
 LF1369;                    North         East     Units Scale Factor Converg.
 LF1369;SPC KS N     -   187,745.400   604,741.951   MT  1.00004235   +1 31 01.6
 LF1369;SPC NE       -    28,060.148   875,382.884   MT  0.99999998   +2 54 51.9
 LF1369;SPC MO W     -   426,054.583   755,883.409   MT  1.00005018   -0 42 30.7
 LF1369;UTM  15      - 4,431,005.651   277,863.656   MT  1.00020750   -1 40 24.0
 LF1369
 LF1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LF1369!SPC KS N     -   0.99995505  x   1.00004235  =   0.99999739
 LF1369!SPC NE       -   0.99995505  x   0.99999998  =   0.99995503
 LF1369!SPC MO W     -   0.99995505  x   1.00005018  =   1.00000522
 LF1369!UTM  15      -   0.99995505  x   1.00020750  =   1.00016254
 LF1369
 LF1369:                Primary Azimuth Mark                     Grid Az
 LF1369:SPC KS N     -  FALLS CITY ST PET AND PAULS CH           003 14 04.1
 LF1369:SPC NE       -  FALLS CITY ST PET AND PAULS CH           001 50 13.8
 LF1369:SPC MO W     -  FALLS CITY ST PET AND PAULS CH           005 27 36.4
 LF1369:UTM  15      -  FALLS CITY ST PET AND PAULS CH           006 25 29.7
 LF1369
 LF1369|---------------------------------------------------------------------|
 LF1369| PID    Reference Object                     Distance      Geod. Az  |
 LF1369|                                                           dddmmss.s |
 LF1369| LF1370 FALLS CITY ST PET AND PAULS CH      APPROX. 7.1 KM 0044505.7 |
 LF1369| CL7346 LONG RM 3                            24.198 METERS 06549     |
 LF1369| CL7344 LONG RM 1                            27.582 METERS 07316     |
 LF1369| KE1264 RESERVE MUNICIPAL TANK              APPROX. 3.9 KM 1303640.6 |
 LF1369| CL7342 LONG AZ MK                                         2714342.8 |
 LF1369| CL7343 LONG AZ MK RESET                                   2714630.2 |
 LF1369| CL7345 LONG RM 2                            16.734 METERS 34330     |
 LF1369|---------------------------------------------------------------------|
 LF1369
 LF1369                          SUPERSEDED SURVEY CONTROL
 LF1369
 LF1369  NAD 83(1997)-  40 00 00.15386(N)    095 36 07.92235(W) AD(       ) 1
 LF1369  NAD 83(1986)-  40 00 00.16046(N)    095 36 07.91969(W) AD(       ) 1
 LF1369  NAD 27      -  40 00 00.15000(N)    095 36 06.97700(W) AD(       ) 1
 LF1369
 LF1369.Superseded values are not recommended for survey control.
 LF1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LF1369.See file dsdata.txt to determine how the superseded data were derived.
 LF1369
 LF1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTE7786431006(NAD 83)
 LF1369_MARKER: DD = SURVEY DISK
 LF1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LF1369
 LF1369  HISTORY     - Date     Condition        Report By
 LF1369  HISTORY     - 1945     MONUMENTED       CGS
 LF1369  HISTORY     - 1949     POOR             KSWRB
 LF1369  HISTORY     - 1950     GOOD             CGS
 LF1369  HISTORY     - 1958     MARK NOT FOUND   USGS
 LF1369  HISTORY     - 1963     MARK NOT FOUND   KSHC
 LF1369  HISTORY     - 1964     MARK NOT FOUND   USGS
 LF1369  HISTORY     - 1966     GOOD             CGS
 LF1369
 LF1369                          STATION DESCRIPTION
 LF1369
 LF1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 LF1369'STATION IS LOCATED ABOUT 4 MILES S OF FALLS CITY, NEBRASKA, IN THE
 LF1369'SW CORNER OF THE KANSAS-NEBRASKA STATE LINE ROAD AND MORRILL
 LF1369'ROAD.  IT IS APPROXIMATELY 97 FEET SW OF THE INTERSECTION OF
 LF1369'THE TWO ROADS, 83 FEET S OF THE APPROXIMATE CENTER OF STATE
 LF1369'LINE ROAD, 46 FEET W OF THE APPROXIMATE CENTER OF MORRILL ROAD,
 LF1369'35.3 FEET SE OF A LONE POWER POLE, AND 16.4 FEET W OF A STANDARD
 LF1369'WITNESS POST.
 LF1369'
 LF1369'STATION MARK IS A BRONZE STATION DISK, STAMPED LONG 1945, SET
 LF1369'IN THE TOP OF A CONCRETE POST, AND FLUSH WITH THE GROUND.
 LF1369'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 LF1369'
 LF1369'REFERENCE MARK 1 IS 90.49 FEET NE OF THE STATION ON THE CURVE
 LF1369'OF THE TWO ROADS.  IT IS 42 FEET E OF THE APPROXIMATE CENTER
 LF1369'OF MORRILL ROAD AND 54 FEET S OF THE APPROXIMATE CENTER OF
 LF1369'STATE LINE ROAD.  THE DISK IS STAMPED LONG NO 1 1945 AND IS
 LF1369'FLUSH.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 LF1369'CONCRETE POST.
 LF1369'
 LF1369'REFERENCE MARK 2 IS 54.84 FEET N OF THE STATION, 30 FEET S OF
 LF1369'THE APPROXIMATE CENTER OF STATE LINE ROAD, ONE FOOT S OF THE
 LF1369'FENCE, AND 19 FEET NE OF A LONE POWER POLE.  THE DISK IS STAMPED
 LF1369'LONG NO 2 1945 AND IS FLUSH.  IT IS A BRONZE REFERENCE DISK SET
 LF1369'IN THE TOP OF A CONCRETE POST.
 LF1369'
 LF1369'AZIMUTH MARK IS 0.4 MILE W OF THE STATION, ON THE S SIDE OF
 LF1369'STATE LINE ROAD, 30 FEET S OF THE APPROXIMATE CENTER OF THE ROAD,
 LF1369'2.5 FEET E OF A STANDARD WITNESS POST, AND 1.5 FEET S OF THE S
 LF1369'ROAD FENCE LINE.  IT IS A BRONZE AZIMUTH DISK STAMPED LONG 1945
 LF1369'AND IS FLUSH.
 LF1369'
 LF1369'TO REACH THE STATION FROM THE COURTHOUSE IN FALLS CITY,
 LF1369'NEBRASKA, GO S ON U.S. HIGHWAY 73 FOR 4.35 MILES TO THE
 LF1369'KANSAS-NEBRASKA STATE LINE ROAD, TURN RIGHT ON STATE LINE ROAD
 LF1369'AND GO 0.4 MILE TO A T-ROAD LEFT (MORRILL ROAD) AND STATION IN
 LF1369'THE SW CORNER.
 LF1369'
 LF1369'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 LF1369
 LF1369                          STATION RECOVERY (1949)
 LF1369
 LF1369'RECOVERY NOTE BY KANSAS WATER RESOURCES BOARD 1949 (JTC)
 LF1369'RECOVERED BY SOIL CONS. SERV.
 LF1369'THE STATION MARK WAS FOUND LYING ABOUT 4 FEET W OF REFERENCE
 LF1369'MARK 2.
 LF1369
 LF1369                          STATION RECOVERY (1950)
 LF1369
 LF1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 LF1369'THE AZIMUTH MARK, REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 LF1369'AND FOUND IN GOOD CONDITION.  THE STATION MARK HAD BEEN REMOVED
 LF1369'BY MR. FRED LONG, OWNER, WHEN THE LAND WAS PUT UNDER CULTIVATION.
 LF1369'WITH MR. LONGS PERMISSION, THE UNDERGROUND MARK WAS RECOVERED AND
 LF1369'A NEW STATION MARK BELOW THE PLOW DEPTH WAS ESTABLISHED.  THE
 LF1369'DISTANCES FROM THE NEW MARK TO THE REFERENCE MARKS CHECKED
 LF1369'THE OLD MEASUREMENTS.  THE NEW STATION MARK WAS ESTABLISHED BY
 LF1369'PLUMBING OVER THE UNDERGROUND MARK.  THE BLOCK OF CONCRETE
 LF1369'CONTAINING THE OLD STATION MARK IS ALONG THE FENCE NEAR
 LF1369'REFERENCE MARK NO. 2 AND WAS NOT DEFACED.  A COMPLETE NEW
 LF1369'DESCRIPTION FOLLOWS-
 LF1369'
 LF1369'STATION IS LOCATED ABOUT 4 MILES S OF FALLS CITY, NEBRASKA AND
 LF1369'2-1/2 MILES NW OF RESERVE, KANSAS IN THE SW ANGLE OF THE
 LF1369'INTERSECTION OF THE KANSAS-NEBRASKA STATE LINE ROAD AND MORRILL
 LF1369'ROAD, 97 FEET SW OF THE INTERSECTION OF THE TWO ROAD, 83 FEET
 LF1369'S OF THE CENTER OF STATE LINE ROAD, 54 FEET SSW OF A NORTHEAST
 LF1369'FENCE CORNER, 46 FEET W OF THE CENTER OF MORRILL ROAD, 27 FEET
 LF1369'NW OF TELEPHONE POLE AND 16 FEET W OF FENCE.  THE NEW MARK IS
 LF1369'12 INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED LONG
 LF1369'1945.
 LF1369'
 LF1369'REFERENCE MARK NO. 1 IS 27.581 METERS (90.49 FEET) NE OF THE
 LF1369'STATION, 54 FEET S OF THE CENTER OF STATE LINE ROAD, 42 FEET E OF
 LF1369'THE CENTER OF MORRILL ROAD AND ONE FOOT SE OF FENCE.  THE MARK
 LF1369'IS FLUSH WITH SURFACE OF THE GROUND AND THE DISK IS STAMPED LONG
 LF1369'NO 1 1945.
 LF1369'
 LF1369'REFERENCE MARK NO. 2 IS 16.715 METERS (54.84 FEET) N OF THE
 LF1369'STATION, 30 FEET S OF THE CENTER OF STATE LINE ROAD, 30 FEET W
 LF1369'OF THE NE FENCE CORNER AND ONE FOOT S OF FENCE.  IT IS STAMPED
 LF1369'LONG NO 2 1945 AND PROJECTS 2 INCHES.
 LF1369'
 LF1369'AZIMUTH MARK IS 0.4 MILE W OF THE STATION, 30 FEET S OF THE
 LF1369'CENTER OF STATE LINE ROAD, 2-1/2 FEET E OF WITNESS POST AND ONE
 LF1369'FOOT S OF FENCE.  THE MARK PROJECTS ONE INCH AND THE DISK IS
 LF1369'STAMPED LONG 1945.
 LF1369'
 LF1369'TO REACH THE STATION FROM THE COURTHOUSE IN FALLS CITY, NEBR.,
 LF1369'GO S ON U.S. HWY 73 FOR 4.35 MILES TO THE KANSAS-NEBRASKA STATE
 LF1369'LINE ROAD, TURN RIGHT AND GO W ON THE STATE LINE ROAD FOR
 LF1369'0.4 MILE TO A T-ROAD LEFT (MORRILL ROAD) AND THE STATION AS
 LF1369'DESCRIBED.
 LF1369'
 LF1369'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON THE STATE
 LF1369'LINE ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LF1369
 LF1369                          STATION RECOVERY (1958)
 LF1369
 LF1369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 LF1369'SURFACE MARK HAS BEEN DESTROYED AND SUB-SURFACE MARK COULD NOT
 LF1369'BE LOCATED.
 LF1369'
 LF1369'BOTH REFERENCE MARKS ARE IN GOOD CONDITION.
 LF1369
 LF1369                          STATION RECOVERY (1963)
 LF1369
 LF1369'RECOVERY NOTE BY KS HIGHWAY COMM 1963 (BCD)
 LF1369'REFERENCE MARK NO. 1 REMOVED BY ROAD WORKERS.  REFERENCE MARK
 LF1369'NO. 2 IS STILL STANDING.
 LF1369
 LF1369                          STATION RECOVERY (1964)
 LF1369
 LF1369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LF1369'SURFACE MARK NOT FOUND.  REFERENCE MARK 1 HAS BEEN DESTROYED.
 LF1369'REFERENCE MARK 2 FOUND AND AZIMUTH MARK NOT FOUND.
 LF1369
 LF1369                          STATION RECOVERY (1966)
 LF1369
 LF1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LF1369'THE STATION MARK, REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND
 LF1369'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND DESTROYED.
 LF1369'THE AZIMUTH MARK WAS NOT RECOVERED AND IT WAS ASSUMED THE MARK WAS
 LF1369'DESTROYED BY ROAD CONSTRUCTION.  THE DIRECTION TO REFERENCE MARK
 LF1369'NO. 1 WAS VERIFIED BUT THE DISTANCE FAILED TO CHECK BY 0.06 FEET.
 LF1369'
 LF1369'AN AZIMUTH MARK AND REFERENCE MARK NO. 3 WERE SET.
 LF1369'
 LF1369'FOLLOWING IS A NEW DESCRIPTION.
 LF1369'
 LF1369'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36, 73
 LF1369'AND 159 IN THE EAST EDGE OF HIAWATHA, GO NORTH ON U.S. HIGHWAYS
 LF1369'73 AND 159 FOR 11.45 MILES TO A CROSSROAD AT THE NEBRASKA
 LF1369'STATE LINE, TURN LEFT AND GO WEST ON MORRILL ROAD FOR 0.25
 LF1369'MILE TO A ROAD FORK.  CONTINUE STRAIGHT AHEAD, WEST, ON THE
 LF1369'GRAVELED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT AND THE STATION
 LF1369'IN AN OPEN FIELD AT THE SOUTHWEST ANGLE OF THE ROADS.  (CONTINUE
 LF1369'WEST ON THE GRAVELED ROAD FOR 0.7 MILE TO THE TOP OF HILL,
 LF1369'FARM BUILDINGS AND THE AZIMUTH MARK ON THE RIGHT.)
 LF1369'
 LF1369'STATION MARK, A STANDARD DISK STAMPED LONG 1945, IS SET IN A
 LF1369'SQUARE CONCRETE POST WHICH IS 10 INCHES BELOW THE SURFACE OF THE
 LF1369'GROUND.  IT IS 83 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 LF1369'55 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE FIELD, 46 FEET
 LF1369'WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 27 FEET NORTHWEST OF
 LF1369'A FENCE CORNER AT THE WEST SIDE OF A JOG IN THE FENCE, AND 17
 LF1369'FEET WEST OF A METAL WITNESS POST SET IN THE FENCE LINE.
 LF1369'
 LF1369'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LONG NO 2 1945,
 LF1369'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 LF1369'INCHES.  IT IS 30 FEET SOUTH OF THE STATE LINE ROAD, 30 FEET WEST
 LF1369'OF THE NORTHEAST FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE.
 LF1369'
 LF1369'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LONG NO 3 1945,
 LF1369'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 LF1369'WITH THE SURFACE OF THE GROUND.  IT IS 53 FEET SOUTH OF THE CENTER
 LF1369'OF THE EAST-WEST ROAD, 26 FEET EAST OF THE CENTER OF THE
 LF1369'NORTH-SOUTH ROAD, AND NEAR THE NORTHWEST CORNER OF A TRIANGLE
 LF1369'FORMED BY THE ROADS.
 LF1369'
 LF1369'AZIMUTH MARK, A STANDARD DISK STAMPED LONG 1945 RESET 1966,
 LF1369'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 LF1369'INCHES.  IT IS 0.05 MILE WEST OF A SIDE ROAD LEADING NORTH,
 LF1369'30 FEET NORTH OF THE CENTER OF THE STATE LINE ROAD, 2 FEET EAST
 LF1369'OF THE EAST GATE POST LEADING INTO A FARMYARD, AND 1.5 FEET EAST
 LF1369'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0853 ***********************************************************************
 KF0853  DESIGNATION -  LONGFORD
 KF0853  PID         -  KF0853
 KF0853  STATE/COUNTY-  KS/CLAY
 KF0853  USGS QUAD   -  LONGFORD (1965)
 KF0853
 KF0853                         *CURRENT SURVEY CONTROL
 KF0853  ___________________________________________________________________
 KF0853* NAD 83(1997)-  39 09 12.28101(N)    097 18 10.43095(W)     ADJUSTED  
 KF0853* NAVD 88     -       433.     (meters)    1421.     (feet)  SCALED    
 KF0853  ___________________________________________________________________
 KF0853  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 KF0853  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 KF0853
 KF0853  HORZ ORDER  -  THIRD
 KF0853
 KF0853.The horizontal coordinates were established by classical geodetic methods
 KF0853.and adjusted by the National Geodetic Survey in October 1998..
 KF0853
 KF0853.The orthometric height was scaled from a topographic map.
 KF0853
 KF0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0853
 KF0853.The geoid height was determined by GEOID03.
 KF0853
 KF0853;                    North         East     Units Scale Factor Converg.
 KF0853;SPC KS N     -    91,269.658   460,253.755   MT  0.99995829   +0 26 27.8
 KF0853;UTM  14      - 4,335,172.507   646,641.610   MT  0.99986478   +1 04 18.3
 KF0853
 KF0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0853!SPC KS N     -   0.99993637  x   0.99995829  =   0.99989466
 KF0853!UTM  14      -   0.99993637  x   0.99986478  =   0.99980116
 KF0853
 KF0853|---------------------------------------------------------------------|
 KF0853| PID    Reference Object                     Distance      Geod. Az  |
 KF0853|                                                           dddmmss.s |
 KF0853| CN9891 LONGFORD RM 1                        10.059 METERS 03305     |
 KF0853| KF0855 MANCHESTER TANK                     APPROX. 6.6 KM 1930708.5 |
 KF0853| CN9890 LONGFORD AZ MK                                     2065718.1 |
 KF0853| CN9892 LONGFORD RM 2                         4.705 METERS 26552     |
 KF0853| KF0854 LONGFORD MUNICIPAL STANDPIPE        APPROX. 2.8 KM 3104003.9 |
 KF0853|---------------------------------------------------------------------|
 KF0853
 KF0853                          SUPERSEDED SURVEY CONTROL
 KF0853
 KF0853  NAD 83(1986)-  39 09 12.28924(N)    097 18 10.43126(W) AD(       ) 3
 KF0853  NAD 27      -  39 09 12.30200(N)    097 18 09.35200(W) AD(       ) 3
 KF0853
 KF0853.Superseded values are not recommended for survey control.
 KF0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0853.See file dsdata.txt to determine how the superseded data were derived.
 KF0853
 KF0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ4664235173(NAD 83)
 KF0853_MARKER: DS = TRIANGULATION STATION DISK
 KF0853_SETTING: 66 = SET IN ROCK OUTCROP
 KF0853
 KF0853  HISTORY     - Date     Condition        Report By
 KF0853  HISTORY     - 1950     MONUMENTED       CGS
 KF0853
 KF0853                          STATION DESCRIPTION
 KF0853
 KF0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0853'THE STATION IS LOCATED ABOUT 1.25 MILES SOUTH AND 1.25 MILES EAST
 KF0853'OF LONGFORD ON TOP OF THE HIGHEST AND MOST WESTERLY OF TWO
 KF0853'HILLS ON LAND OWNED BY MRS. MC CUME OF LONGFORD.  IT IS 31.0 FEET
 KF0853'NORTH-NORTHWEST OF A LARGE ROCK CAIRN WHICH SUPPORTS A LARGE WOOD
 KF0853'CROSS ABOUT 15.0 FEET HIGH AND 30.0 FEET SOUTH OF WHERE THE
 KF0853'HILL BREAKS SHARP TO THE NORTH.  IT IS SET FLUSH WITH THE
 KF0853'SURFACE OF THE BEDROCK AND IS STAMPED LONGFORD 1950.
 KF0853'
 KF0853'REFERENCE MARK NO. 1 IS ABOUT 2.0 FEET BELOW THE ELEVATION OF
 KF0853'THE STATION JUST AT THE EDGE OF A ROCK LEDGE WHERE THE HILL
 KF0853'BREAKS SHARP TO THE NORTH.  IT IS SET FLUSH WITH THE SURFACE OF THE
 KF0853'BEDROCK AND IS STAMPED LONGFORD NO 1 1950.
 KF0853'
 KF0853'REFERENCE MARK NO. 2 IS ABOUT 1.0 FOOT BELOW THE ELEVATION OF THE
 KF0853'STATION ON THE WEST SLOPE OF THE HILL.  IT IS SET FLUSH WITH
 KF0853'THE SURFACE OF THE BEDROCK AND IS STAMPED LONGFORD NO 2 1950.
 KF0853'
 KF0853'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KF0853'NO. 2 IS 44.1 FEET.
 KF0853'
 KF0853'THE AZIMUTH MARK IS 28.0 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 KF0853'9.5 FEET EAST OF THE CENTER OF A WIRE GATE, AND 2.0 FEET EAST OF A
 KF0853'WITNESS POST AND 0.5 FOOT NORTH OF AN EAST-WEST FENCE AT THE
 KF0853'SOUTH EDGE OF A PASTURE.  IT PROJECTS 5 INCHES AND IS STAMPED
 KF0853'LONGFORD 1950.
 KF0853'
 KF0853'TO REACH THE STATION FROM THE POST OFFICE IN LONGFORD, GO EAST
 KF0853'ON THE MAIN STREET FOR 0.3 MILE TO A T INTERSECTION, TURN
 KF0853'RIGHT AND GO SOUTH FOR 0.6 MILE TO A T INTERSECTION, TURN LEFT AND
 KF0853'GO EAST FOR 0.55 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR
 KF0853'1.0 MILE TO A CROSSROAD, TURN LEFT AND GO EAST FOR 0.45 MILE TO A
 KF0853'WIRE GATE ON THE LEFT IN A PASTURE FENCE AND THE AZIMUTH MARK
 KF0853'AS DESCRIBED, TURN LEFT THROUGH WIRE GATE AND GO
 KF0853'NORTH-NORTHEAST ON A TRACK ROAD FOR 0.2 MILE TO A DOUBLE WIRE
 KF0853'GATE IN A CATTLE LANE, TURN RIGHT PASSING THROUGH DOUBLE WIRE
 KF0853'GATE IN CATTLE LANE AND GO NORTHEAST ACROSS THE PASTURE FOR
 KF0853'0.35 MILE TO THE TOP OF THE MOST WESTERLY OF TWO HILLS AND THE
 KF0853'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0854 ***********************************************************************
 KF0854  DESIGNATION -  LONGFORD MUNICIPAL STANDPIPE
 KF0854  PID         -  KF0854
 KF0854  STATE/COUNTY-  KS/CLAY
 KF0854  USGS QUAD   -  LONGFORD (1965)
 KF0854
 KF0854                         *CURRENT SURVEY CONTROL
 KF0854  ___________________________________________________________________
 KF0854* NAD 83(1997)-  39 10 10.67566(N)    097 19 37.75901(W)     ADJUSTED  
 KF0854* NAVD 88     -                                                        
 KF0854  ___________________________________________________________________
 KF0854  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 KF0854  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 KF0854
 KF0854  HORZ ORDER  -  THIRD
 KF0854
 KF0854.The horizontal coordinates were established by classical geodetic methods
 KF0854.and adjusted by the National Geodetic Survey in October 1998..
 KF0854
 KF0854
 KF0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0854
 KF0854.The geoid height was determined by GEOID03.
 KF0854
 KF0854;                    North         East     Units Scale Factor Converg.
 KF0854;SPC KS N     -    93,054.475   458,143.703   MT  0.99995785   +0 25 32.6
 KF0854;UTM  14      - 4,336,933.813   644,512.240   MT  0.99985714   +1 03 24.4
 KF0854
 KF0854                          SUPERSEDED SURVEY CONTROL
 KF0854
 KF0854  NAD 83(1986)-  39 10 10.68356(N)    097 19 37.75861(W) AD(       ) 4
 KF0854  NAD 27      -  39 10 10.69600(N)    097 19 36.67600(W) AD(       ) 3
 KF0854
 KF0854.Superseded values are not recommended for survey control.
 KF0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0854.See file dsdata.txt to determine how the superseded data were derived.
 KF0854
 KF0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ4451236934(NAD 83)
 KF0854_MARKER: 52 = STANDPIPE TANK
 KF0854
 KF0854  HISTORY     - Date     Condition        Report By
 KF0854  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0854
 KF0854                          STATION DESCRIPTION
 KF0854
 KF0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0854'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF LONGFORD,
 KF0854'ABOUT 0.05 MILE SOUTHWEST OF THE RURAL HIGH SCHOOL, 115.0
 KF0854'FEET NORTH OF THE CENTER OF AN EAST-WEST STREET AND 100.0
 KF0854'FEET WEST OF A WHITE HOUSE.
 KF0854'
 KF0854'IT IS A CYLINDRICAL CONCRETE STRUCTURE WITH AN OVERALL HEIGHT
 KF0854'OF 100.0 FEET.  IT HAS A DOME SHAPED ROOF WITH A BALL AT THE
 KF0854'APEX.  THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF
 KF0854'THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0156 ***********************************************************************
 HF0156  DESIGNATION -  LONGTON
 HF0156  PID         -  HF0156
 HF0156  STATE/COUNTY-  KS/ELK
 HF0156  USGS QUAD   -  LONGTON (1979)
 HF0156
 HF0156                         *CURRENT SURVEY CONTROL
 HF0156  ___________________________________________________________________
 HF0156* NAD 83(1986)-  37 22 46.     (N)    096 05 18.     (W)     SCALED    
 HF0156* NAVD 88     -       279.913  (meters)     918.35   (feet)  ADJUSTED  
 HF0156  ___________________________________________________________________
 HF0156  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 HF0156  DYNAMIC HT  -         279.690 (meters)     917.62  (feet)  COMP
 HF0156  MODELED GRAV-     979,826.5   (mgal)                       NAVD 88
 HF0156
 HF0156  VERT ORDER  -  SECOND    CLASS 0
 HF0156
 HF0156.The horizontal coordinates were scaled from a topographic map and have
 HF0156.an estimated accuracy of +/- 6 seconds.
 HF0156
 HF0156.The orthometric height was determined by differential leveling
 HF0156.and adjusted by the National Geodetic Survey in June 1991..
 HF0156
 HF0156.The geoid height was determined by GEOID03.
 HF0156
 HF0156.The dynamic height is computed by dividing the NAVD 88
 HF0156.geopotential number by the normal gravity value computed on the
 HF0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0156.degrees latitude (g = 980.6199 gals.).
 HF0156
 HF0156.The modeled gravity was interpolated from observed gravity values.
 HF0156
 HF0156;                    North         East    Units  Estimated Accuracy
 HF0156;SPC KS S     -   481,870.      613,570.      MT  (+/- 180 meters Scaled)
 HF0156
 HF0156                          SUPERSEDED SURVEY CONTROL
 HF0156
 HF0156  NGVD 29 (??/??/92)  279.768  (m)          917.87   (f) ADJ UNCH    2 0
 HF0156
 HF0156.Superseded values are not recommended for survey control.
 HF0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0156.See file dsdata.txt to determine how the superseded data were derived.
 HF0156
 HF0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG578409(NAD 83)
 HF0156_MARKER: B = BOLT
 HF0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0156+STABILITY: SURFACE MOTION
 HF0156
 HF0156  HISTORY     - Date     Condition        Report By
 HF0156  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0156  HISTORY     - 1935     GOOD             NGS
 HF0156
 HF0156                          STATION DESCRIPTION
 HF0156
 HF0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HF0156'AT LONGTON.
 HF0156'AT LONGTON, ELK COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 HF0156'RAILWAY, OPPOSITE THE EAST END OF THE STATION, 176 FEET SOUTH
 HF0156'OF THE CENTERLINE OF THE MAIN TRACK, AND 1.5 FEET FROM THE
 HF0156'RIGHT-OF-WAY FENCE.  A BOLT, SET IN THE TOP OF A CONCRETE POST
 HF0156'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0587 ***********************************************************************
 JF0587  DESIGNATION -  LOOP
 JF0587  PID         -  JF0587
 JF0587  STATE/COUNTY-  KS/SALINE
 JF0587  USGS QUAD   -  NILES (1978)
 JF0587
 JF0587                         *CURRENT SURVEY CONTROL
 JF0587  ___________________________________________________________________
 JF0587* NAD 83(1997)-  38 54 26.59923(N)    097 26 47.12019(W)     ADJUSTED  
 JF0587* NAVD 88     -       367.230  (meters)    1204.82   (feet)  ADJUSTED  
 JF0587  ___________________________________________________________________
 JF0587  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 JF0587  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF0587  DYNAMIC HT  -         366.991 (meters)    1204.04  (feet)  COMP
 JF0587  MODELED GRAV-     979,965.2   (mgal)                       NAVD 88
 JF0587
 JF0587  HORZ ORDER  -  SECOND
 JF0587  VERT ORDER  -  SECOND    CLASS 0
 JF0587
 JF0587.The horizontal coordinates were established by classical geodetic methods
 JF0587.and adjusted by the National Geodetic Survey in October 1998..
 JF0587
 JF0587.The orthometric height was determined by differential leveling
 JF0587.and adjusted by the National Geodetic Survey in June 1991..
 JF0587
 JF0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0587
 JF0587.The geoid height was determined by GEOID03.
 JF0587
 JF0587.The dynamic height is computed by dividing the NAVD 88
 JF0587.geopotential number by the normal gravity value computed on the
 JF0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0587.degrees latitude (g = 980.6199 gals.).
 JF0587
 JF0587.The modeled gravity was interpolated from observed gravity values.
 JF0587
 JF0587;                    North         East     Units Scale Factor Converg.
 JF0587;SPC KS N     -    63,872.984   448,015.384   MT  0.99997470   +0 21 00.9
 JF0587;UTM  14      - 4,307,646.660   634,705.736   MT  0.99982344   +0 58 33.2
 JF0587
 JF0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0587!SPC KS N     -   0.99994677  x   0.99997470  =   0.99992147
 JF0587!UTM  14      -   0.99994677  x   0.99982344  =   0.99977022
 JF0587
 JF0587:                Primary Azimuth Mark                     Grid Az
 JF0587:SPC KS N     -  SOLOMON MUN TANK                         075 23 04.3
 JF0587:UTM  14      -  SOLOMON MUN TANK                         074 45 32.0
 JF0587
 JF0587|---------------------------------------------------------------------|
 JF0587| PID    Reference Object                     Distance      Geod. Az  |
 JF0587|                                                           dddmmss.s |
 JF0587| JF1506 SOLOMON MUN TANK                    APPROX. 6.9 KM 0754405.2 |
 JF0587| JF0585 LOOP RM 1                            10.683 METERS 21641     |
 JF0587| JF0579 COLE                                APPROX. 4.0 KM 2685134.7 |
 JF0587| JF1587 NEW CAMBRIA UP RR COMM TWR          APPROX. 6.3 KM 2715108.6 |
 JF0587| JF0586 LOOP RM 2                            10.313 METERS 32259     |
 JF0587|---------------------------------------------------------------------|
 JF0587
 JF0587                          SUPERSEDED SURVEY CONTROL
 JF0587
 JF0587  NAD 83(1986)-  38 54 26.60929(N)    097 26 47.12077(W) AD(       ) 2
 JF0587  NAD 27      -  38 54 26.60694(N)    097 26 46.01810(W) AD(       ) 2
 JF0587  NGVD 29 (??/??/92)  367.142  (m)         1204.53   (f) ADJ UNCH    2 0
 JF0587
 JF0587.Superseded values are not recommended for survey control.
 JF0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0587.See file dsdata.txt to determine how the superseded data were derived.
 JF0587
 JF0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ3470607647(NAD 83)
 JF0587_MARKER: DE = TRAVERSE STATION DISK
 JF0587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0587_SP_SET: BRIDGE
 JF0587_STAMPING: LOOP 1970
 JF0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0587
 JF0587  HISTORY     - Date     Condition        Report By
 JF0587  HISTORY     - 1970     MONUMENTED       NGS
 JF0587  HISTORY     - 1970     GOOD             NGS
 JF0587
 JF0587                          STATION DESCRIPTION
 JF0587
 JF0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF0587'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF SALINA, 4
 JF0587'1/2 MILES WEST-SOUTHWEST OF SOLOMON AND ON TOP OF A NORTH-SOUTH
 JF0587'OVERPASS CROSSING OVER INTERSTATE HIGHWAY 70.
 JF0587'
 JF0587'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70
 JF0587'AND STATE HIGHWAY 221 AT THE NORTH EDGE OF SOLOMON, GO WESTERLY
 JF0587'ON INTERSTATE HIGHWAY 70 FOR 4.65 MILES TO WHERE FAS ROAD 595
 JF0587'CROSSES OVER THE HIGHWAY AND THE STATION AS DESCRIBED.
 JF0587'
 JF0587'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED LOOP 1970,
 JF0587'CEMENTED IN A DRILL HOLE IN THE CONCRETE OVERPASS.  IT IS 59.7
 JF0587'FEET NORTH OF THE SOUTHEAST CORNER OF THE OVERPASS AND 4.6 FEET
 JF0587'WEST OF THE EAST GUARDRAIL OF THE OVERPASS.
 JF0587'
 JF0587'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LOOP NO 1 1970,
 JF0587'CEMENTED IN A DRILL HOLE IN THE OVERPASS.  IT IS 31.7 FEET NORTH
 JF0587'OF THE SOUTHWEST CORNER OF THE OVERPASS AND 3.3 FEET EAST OF THE
 JF0587'WEST GUARDRAIL OF THE OVERPASS.
 JF0587'
 JF0587'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LOOP NO 2 1970,
 JF0587'CEMENTED IN A DRILL HOLE IN THE OVERPASS.  IT IS 86.8 FEET NORTH
 JF0587'OF THE SOUTHWEST CORNER OF THE OVERPASS AND 3.5 FEET EAST OF THE
 JF0587'WEST GUARDRAIL OF THE OVERPASS.
 JF0587'
 JF0587'TRAVERSE STATION COLE WILL SERVE AS THE AZIMUTH MARK.
 JF0587
 JF0587                          STATION RECOVERY (1970)
 JF0587
 JF0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0587'4.4 MI W FROM SOLOMON.
 JF0587'ABOUT 4.45 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM COUNTY
 JF0587'LINE ROAD OVERPASS OVER I-70 AT SOLOMON, AT A CONCRETE OVERPASS
 JF0587'FOR ROAD OF THE OVERPASS, 18 FEET SOUTH OF A POINT ABOVE THE
 JF0587'CENTER LINE OF THE EASTBOUND LANE OF I-70, 2.4 FEET WEST OF THE
 JF0587'WEST FACE OF THE EAST CONCRETE GUARDRAIL FOR THE OVERPASS, AND
 JF0587'ABOUT 20 FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY.  SECTION
 JF0587'21, T 13 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0585 ***********************************************************************
 JF0585  DESIGNATION -  LOOP RM 1
 JF0585  PID         -  JF0585
 JF0585  STATE/COUNTY-  KS/SALINE
 JF0585  USGS QUAD   -  NILES (1978)
 JF0585
 JF0585                         *CURRENT SURVEY CONTROL
 JF0585  ___________________________________________________________________
 JF0585* NAD 83(1986)-  38 54 26.     (N)    097 26 47.     (W)     SCALED    
 JF0585* NAVD 88     -       367.146  (meters)    1204.54   (feet)  ADJUSTED  
 JF0585  ___________________________________________________________________
 JF0585  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF0585  DYNAMIC HT  -         366.907 (meters)    1203.76  (feet)  COMP
 JF0585  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 JF0585
 JF0585  VERT ORDER  -  SECOND    CLASS 0
 JF0585
 JF0585.The horizontal coordinates were scaled from a topographic map and have
 JF0585.an estimated accuracy of +/- 6 seconds.
 JF0585
 JF0585.The orthometric height was determined by differential leveling
 JF0585.and adjusted by the National Geodetic Survey in June 1991..
 JF0585
 JF0585.The geoid height was determined by GEOID03.
 JF0585
 JF0585.The dynamic height is computed by dividing the NAVD 88
 JF0585.geopotential number by the normal gravity value computed on the
 JF0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0585.degrees latitude (g = 980.6199 gals.).
 JF0585
 JF0585.The modeled gravity was interpolated from observed gravity values.
 JF0585
 JF0585;                    North         East    Units  Estimated Accuracy
 JF0585;SPC KS N     -    63,860.      448,020.      MT  (+/- 180 meters Scaled)
 JF0585
 JF0585                          SUPERSEDED SURVEY CONTROL
 JF0585
 JF0585  NGVD 29 (??/??/92)  367.057  (m)         1204.25   (f) ADJ UNCH    2 0
 JF0585
 JF0585.Superseded values are not recommended for survey control.
 JF0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0585.See file dsdata.txt to determine how the superseded data were derived.
 JF0585
 JF0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ347076(NAD 83)
 JF0585_MARKER: DB = BENCH MARK DISK
 JF0585_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0585_SP_SET: OVERPASS
 JF0585_STAMPING: LOOP NO 1 1970
 JF0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0585
 JF0585  HISTORY     - Date     Condition        Report By
 JF0585  HISTORY     - 1970     MONUMENTED       NGS
 JF0585
 JF0585                          STATION DESCRIPTION
 JF0585
 JF0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0585'4.4 MI W FROM SOLOMON.
 JF0585'ABOUT 4.45 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM COUNTY
 JF0585'LINE ROAD OVERPASS OVER I-70 AT SOLOMON, AT A CONCRETE ROAD
 JF0585'OVERPASS OVER I-70, SET IN TOP OF CONCRETE BRIDGE FLOOR ALONG THE
 JF0585'WEST EDGE OF BRIDGE, 35.0 FEET SOUTHWEST OF THE STATION MARK,
 JF0585'31.6 FEET NORTH OF THE SOUTH END OF THE OVERPASS, 1 FOOT EAST OF
 JF0585'THE EAST FACE OF THE WEST CONCRETE GUARDRAIL BASE FOR THE OVERPASS,
 JF0585'AND ABOUT 20 FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY.
 JF0585'SECTION 21, T 13 S, R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0586 ***********************************************************************
 JF0586  DESIGNATION -  LOOP RM 2
 JF0586  PID         -  JF0586
 JF0586  STATE/COUNTY-  KS/SALINE
 JF0586  USGS QUAD   -  NILES (1978)
 JF0586
 JF0586                         *CURRENT SURVEY CONTROL
 JF0586  ___________________________________________________________________
 JF0586* NAD 83(1986)-  38 54 26.     (N)    097 26 47.     (W)     SCALED    
 JF0586* NAVD 88     -       367.252  (meters)    1204.89   (feet)  ADJUSTED  
 JF0586  ___________________________________________________________________
 JF0586  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF0586  DYNAMIC HT  -         367.013 (meters)    1204.11  (feet)  COMP
 JF0586  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 JF0586
 JF0586  VERT ORDER  -  SECOND    CLASS 0
 JF0586
 JF0586.The horizontal coordinates were scaled from a topographic map and have
 JF0586.an estimated accuracy of +/- 6 seconds.
 JF0586
 JF0586.The orthometric height was determined by differential leveling
 JF0586.and adjusted by the National Geodetic Survey in June 1991..
 JF0586
 JF0586.The geoid height was determined by GEOID03.
 JF0586
 JF0586.The dynamic height is computed by dividing the NAVD 88
 JF0586.geopotential number by the normal gravity value computed on the
 JF0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0586.degrees latitude (g = 980.6199 gals.).
 JF0586
 JF0586.The modeled gravity was interpolated from observed gravity values.
 JF0586
 JF0586;                    North         East    Units  Estimated Accuracy
 JF0586;SPC KS N     -    63,860.      448,020.      MT  (+/- 180 meters Scaled)
 JF0586
 JF0586                          SUPERSEDED SURVEY CONTROL
 JF0586
 JF0586  NGVD 29 (??/??/92)  367.163  (m)         1204.60   (f) ADJ UNCH    2 0
 JF0586
 JF0586.Superseded values are not recommended for survey control.
 JF0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0586.See file dsdata.txt to determine how the superseded data were derived.
 JF0586
 JF0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ347076(NAD 83)
 JF0586_MARKER: DR = REFERENCE MARK DISK
 JF0586_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0586_SP_SET: BRIDGE
 JF0586_STAMPING: LOOP NO 2 1970
 JF0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0586
 JF0586  HISTORY     - Date     Condition        Report By
 JF0586  HISTORY     - 1970     MONUMENTED       NGS
 JF0586
 JF0586                          STATION DESCRIPTION
 JF0586
 JF0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0586'4.4 MI W FROM SOLOMON.
 JF0586'ABOUT 4.45 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM COUNTY
 JF0586'LINE ROAD OVERPASS OVER I-70 AT SOLOMON, AT A CONCRETE ROAD
 JF0586'OVERPASS OVER I-70, SET IN THE BRIDGE FLOOR, 33.8 FEET NORTH OF
 JF0586'THE STATION MARK, 9 FEET NORTH OF A POINT ABOVE THE CENTER LINE
 JF0586'OF THE EASTBOUND LANE OF I-70, 1.3 FEET EAST OF THE EAST FACE OF
 JF0586'THE WEST CONCRETE GUARDRAIL BASE OF THE OVERPASS, AND ABOUT 20
 JF0586'FEET ABOVE THE LEVEL OF THE INTERSTATE HIGHWAY.  SECTION 21,
 JF0586'T 13 S, R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7122 ***********************************************************************
 DF7122  CBN         -  This is a Cooperative Base Network Control Station.
 DF7122  DESIGNATION -  LOPATA=LV50
 DF7122  PID         -  DF7122
 DF7122  STATE/COUNTY-  KS/LEAVENWORTH
 DF7122  USGS QUAD   -  EASTON SW (1979)
 DF7122
 DF7122                         *CURRENT SURVEY CONTROL
 DF7122  ___________________________________________________________________
 DF7122* NAD 83(1997)-  39 18 51.24906(N)    095 09 40.21109(W)     ADJUSTED  
 DF7122* NAVD 88     -       329.7    (meters)    1082.     (feet)  GPS OBS   
 DF7122  ___________________________________________________________________
 DF7122  X           -    -444,528.254 (meters)                     COMP
 DF7122  Y           -  -4,921,494.057 (meters)                     COMP
 DF7122  Z           -   4,019,556.852 (meters)                     COMP
 DF7122  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 DF7122  ELLIP HEIGHT-         297.78  (meters)          (08/12/03) GPS OBS
 DF7122  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 DF7122
 DF7122  HORZ ORDER  -  A
 DF7122  ELLP ORDER  -  FOURTH    CLASS I
 DF7122
 DF7122.The horizontal coordinates were established by GPS observations
 DF7122.and adjusted by the National Geodetic Survey in August 2003..
 DF7122
 DF7122.The orthometric height was determined by GPS observations and a
 DF7122.high-resolution geoid model.
 DF7122
 DF7122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7122
 DF7122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7122
 DF7122.The ellipsoidal height was determined by GPS observations
 DF7122.and is referenced to NAD 83.
 DF7122
 DF7122.The geoid height was determined by GEOID03.
 DF7122
 DF7122;                    North         East     Units Scale Factor Converg.
 DF7122;SPC KS N     -   112,728.756   644,775.690   MT  0.99995746   +1 47 46.2
 DF7122;UTM  15      - 4,353,875.518   313,682.292   MT  1.00002744   -1 22 10.7
 DF7122
 DF7122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7122!SPC KS N     -   0.99995328  x   0.99995746  =   0.99991075
 DF7122!UTM  15      -   0.99995328  x   1.00002744  =   0.99998072
 DF7122
 DF7122                          SUPERSEDED SURVEY CONTROL
 DF7122
 DF7122.No superseded survey control is available for this station.
 DF7122
 DF7122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD1368253876(NAD 83)
 DF7122_MARKER: I = METAL ROD
 DF7122_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF7122_STAMPING: LOPATA 2002 LV 50
 DF7122_MARK LOGO: LCOSUR
 DF7122_PROJECTION: RECESSED 8 CENTIMETERS
 DF7122_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7122+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2003
 DF7122_ROD/PIPE-DEPTH: 4.9  meters
 DF7122_SLEEVE-DEPTH  : 0.9 meters
 DF7122
 DF7122  HISTORY     - Date     Condition        Report By
 DF7122  HISTORY     - 20020829 MONUMENTED       LCOSUR
 DF7122  HISTORY     - 20030306 GOOD             NGS
 DF7122
 DF7122                          STATION DESCRIPTION
 DF7122
 DF7122'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (GMR)
 DF7122'THIS STATION WAS MONUMENTED BY THE LEAVENWORTH COUNTY SURVEYOR AND IS
 DF7122'A STAINLESS
 DF7122'STEEL ROD MARK WITH LOGO CAP.  INSCRIBED ON THE LOGO CAP
 DF7122'IS--LEAVENWORTH COUNTY
 DF7122'CONTROL CONTACT COUNTY SURVEYOR.  CONTACT--CAMERON HOWELL, RLS, COUNTY
 DF7122'SURVEYOR,
 DF7122'LEAVENWORTH COUNTY COURTHOUSE, SUITE 16, 300 WALNUT, LEAVENWORTH, KS
 DF7122'66048.  OFFICE
 DF7122'PHONE 913-684-0472.
 DF7122' 
 DF7122'THE STATION IS LOCATED ABOUT 22.0 KM (13.7 MI) WEST OF THE LEAVENWORTH
 DF7122'COUNTY COURT
 DF7122'HOUSE AT LEAVENWORTH, 5.0 KM (3.1 MI) SOUTHWEST OF EASTON, AND NEAR
 DF7122'THE JUNCTION
 DF7122'OF251ST STREET AND BAYLE ROAD.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.
 DF7122' 
 DF7122'TO REACH THE STATION FROM THE POST OFFICE IN EASTON, GO WESTERLY ON
 DF7122'THE WINDING STATE
 DF7122'HIGHWAY 192 (EASTON RD) FOR 4.83 KM (3.0 MI) TO A SIDE ROAD LEFT (251
 DF7122'ST).  TURN LEFT AND GO
 DF7122'SOUTH ON THE GRAVEL ROAD (251 ST) FOR 1.93 KM (1.2 MI) TO THE STATION
 DF7122'ON THE LEFT, JUST
 DF7122'BEFORE REACHING A SIDE ROAD LEFT (BAYLE RD).
 DF7122' 
 DF7122'STATION IS A PUNCH HOLE IN THE TOP CENTER OF A STAINLESS STEEL ROD
 DF7122'DRIVEN TO REFUSAL AT
 DF7122'4.6 M (15.0 FT), ENCASED IN A 0.9 M (3.0 FT) LONG FINNED GREASED
 DF7122'SLEEVE, ENCLOSED IN A PVC PIPE
 DF7122'WITH LOGO LID, AND SURROUNDED BY A CONCRETE COLLAR RECESSED 8 CM BELOW
 DF7122'GROUND.  IT IS
 DF7122'38.58 M (120.0 FT) NORTH FROM THE CENTER OF A GRAVEL ROAD (BAYLE RD),
 DF7122'7.62 M (25.0 FT) EAST
 DF7122'FROM THE CENTER OF THE GRAVEL ROAD (251 ST), 5.94 M (19.5 FT)
 DF7122'SOUTH-SOUTHWEST FROM A
 DF7122'CORNER FENCE POST, 0.91 M (3.0 FT) WEST FROM A NORTH-SOUTH FENCE LINE,
 DF7122'0.82 M (2.7 FT) WEST
 DF7122'FROM A FIBERGLASS WITNESS POST, 0.54 M (1.8 FT) NORTH FROM A
 DF7122'FIBERGLASS WITNESS POST AND
 DF7122'0.54 M (1.8 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
 DF7122' 
 DF7122' 
 DF7122' 
 DF7122' 
 DF7122'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0703 ***********************************************************************
 JG0703  DESIGNATION -  LORRAINE MUNICIPAL TANK
 JG0703  PID         -  JG0703
 JG0703  STATE/COUNTY-  KS/ELLSWORTH
 JG0703  USGS QUAD   -  LORRAINE (1979)
 JG0703
 JG0703                         *CURRENT SURVEY CONTROL
 JG0703  ___________________________________________________________________
 JG0703* NAD 83(1997)-  38 34 17.82736(N)    098 18 58.73734(W)     ADJUSTED  
 JG0703* NAVD 88     -                                                        
 JG0703  ___________________________________________________________________
 JG0703  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 JG0703  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 JG0703
 JG0703  HORZ ORDER  -  THIRD
 JG0703
 JG0703.The horizontal coordinates were established by classical geodetic methods
 JG0703.and adjusted by the National Geodetic Survey in October 1998..
 JG0703
 JG0703
 JG0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0703
 JG0703.The geoid height was determined by GEOID03.
 JG0703
 JG0703;                    North         East     Units Scale Factor Converg.
 JG0703;SPC KS N     -    26,500.452   372,433.554   MT  1.00002658   -0 12 00.5
 JG0703;SPC KS S     -   611,444.042   416,007.396   MT  1.00000098   +0 06 46.4
 JG0703;UTM  14      - 4,269,461.953   559,557.037   MT  0.99964368   +0 25 34.6
 JG0703
 JG0703                          SUPERSEDED SURVEY CONTROL
 JG0703
 JG0703  NAD 83(1986)-  38 34 17.83503(N)    098 18 58.73693(W) AD(       ) 4
 JG0703  NAD 27      -  38 34 17.79900(N)    098 18 57.51500(W) AD(       ) 3
 JG0703
 JG0703.Superseded values are not recommended for survey control.
 JG0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0703.See file dsdata.txt to determine how the superseded data were derived.
 JG0703
 JG0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5955769462(NAD 83)
 JG0703_MARKER: 53 = ELEVATED TANK
 JG0703
 JG0703  HISTORY     - Date     Condition        Report By
 JG0703  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0703  HISTORY     - 1967     GOOD             CGS
 JG0703
 JG0703                          STATION DESCRIPTION
 JG0703
 JG0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0703'THE STATION IS LOCATED IN THE TOWN OF LORRAINE, BETWEEN MAIN AND
 JG0703'TULLIS STREETS, AND 5TH. AND 6TH. AVENUES.  IT IS A ELEVATED
 JG0703'WATER TANK SUPPORTED BY FOUR STEEL LEGS AND ABOUT 100 FEET HIGH.
 JG0703'THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
 JG0703
 JG0703                          STATION RECOVERY (1967)
 JG0703
 JG0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 JG0703'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0895 ***********************************************************************
 KF0895  DESIGNATION -  LOST
 KF0895  PID         -  KF0895
 KF0895  STATE/COUNTY-  KS/OTTAWA
 KF0895  USGS QUAD   -  TESCOTT NE (1961)
 KF0895
 KF0895                         *CURRENT SURVEY CONTROL
 KF0895  ___________________________________________________________________
 KF0895* NAD 83(1997)-  39 10 28.34996(N)    097 49 03.63045(W)     ADJUSTED  
 KF0895* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 KF0895  ___________________________________________________________________
 KF0895  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 KF0895  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 KF0895
 KF0895  HORZ ORDER  -  THIRD
 KF0895
 KF0895.The horizontal coordinates were established by classical geodetic methods
 KF0895.and adjusted by the National Geodetic Survey in October 1998..
 KF0895
 KF0895.The orthometric height was scaled from a topographic map.
 KF0895
 KF0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0895
 KF0895.The geoid height was determined by GEOID03.
 KF0895
 KF0895;                    North         East     Units Scale Factor Converg.
 KF0895;SPC KS N     -    93,399.352   415,754.594   MT  0.99995773   +0 06 55.3
 KF0895;UTM  14      - 4,336,811.633   602,129.055   MT  0.99972843   +0 44 48.9
 KF0895
 KF0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0895!SPC KS N     -   0.99995500  x   0.99995773  =   0.99991273
 KF0895!UTM  14      -   0.99995500  x   0.99972843  =   0.99968344
 KF0895
 KF0895|---------------------------------------------------------------------|
 KF0895| PID    Reference Object                     Distance      Geod. Az  |
 KF0895|                                                           dddmmss.s |
 KF0895| CN9902 LOST RM 1                            14.120 METERS 05702     |
 KF0895| CN9901 LOST AZ MK                                         0793513.1 |
 KF0895| KF0890 MINNEAPOLIS MUN STANDPIPE           APPROX.11.2 KM 1170332.9 |
 KF0895| CN9903 LOST RM 2                            14.819 METERS 17838     |
 KF0895|---------------------------------------------------------------------|
 KF0895
 KF0895                          SUPERSEDED SURVEY CONTROL
 KF0895
 KF0895  NAD 83(1986)-  39 10 28.35906(N)    097 49 03.62918(W) AD(       ) 3
 KF0895  NAD 27      -  39 10 28.36200(N)    097 49 02.49500(W) AD(       ) 3
 KF0895
 KF0895.Superseded values are not recommended for survey control.
 KF0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0895.See file dsdata.txt to determine how the superseded data were derived.
 KF0895
 KF0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ0212936812(NAD 83)
 KF0895_MARKER: DS = TRIANGULATION STATION DISK
 KF0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0895
 KF0895  HISTORY     - Date     Condition        Report By
 KF0895  HISTORY     - 1950     MONUMENTED       CGS
 KF0895  HISTORY     - 1961     GOOD             USGS
 KF0895  HISTORY     - 1969     GOOD             CGS
 KF0895
 KF0895                          STATION DESCRIPTION
 KF0895
 KF0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0895'THE STATION IS LOCATED ABOUT 6.0 MILES WEST AND 3.5 MILES NORTH
 KF0895'OF MINNEAPOLIS, 7.0 MILES SOUTH AND 1.5 MILES WEST OF DELPHOS, AND
 KF0895'4.0 MILES EAST AND 1.5 MILES NORTH OF ADA AND 0.5 MILE SOUTH OF
 KF0895'LOST CREEK ON LAND OWNED BY MR. JOHN MC CULLICK.  IT IS 150.0 FEET
 KF0895'SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE HOUSE, 70.0 FEET
 KF0895'SOUTH OF THE SOUTH END OF A PIT SILO, AND 22.0 FEET EAST OF THE
 KF0895'CENTER OF A GRADED ROAD, AND 10.0 FEET NORTH-NORTH WEST OF A
 KF0895'FENCE CORNER, AND 5.5 FEET NORTH OF A WITNESS POST AND 5.0 FEET
 KF0895'EAST OF A FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED LOST
 KF0895'1950.
 KF0895'
 KF0895'REFERENCE MARK NO. 1 IS 65.0 FEET EAST OF THE CENTER OF A GRADED
 KF0895'ROAD AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 6 INCHES AND IS
 KF0895'STAMPED LOST NO 1 1950.
 KF0895'
 KF0895'REFERENCE MARK NO. 2 IS 22.0 FEET EAST OF THE CENTER OF A GRADED
 KF0895'ROAD AND 1.5 FEET EAST OF A FENCE.  IT PROJECTS 3 INCHES AND IS
 KF0895'STAMPED LOST NO 2 1950.
 KF0895'
 KF0895'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KF0895'2 IS 89.9 FEET.
 KF0895'
 KF0895'THE AZIMUTH MARK IS 24.0 FEET NORTH OF THE CENTER OF A GRADED
 KF0895'ROAD, 16.0 FEET WEST OF THE CENTER OF A FIELD DRIVEWAY, AND 1.5
 KF0895'FEET SOUTH OF A TELEPHONE POLE AND 1.5 FEET NORTH OF A WITNESS
 KF0895'POST.  IT PROJECTS 4 INCHES AND IS STAMPED LOST 1950.
 KF0895'
 KF0895'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE SQUARE IN
 KF0895'DELPHOS, GO NORTH ON A GRAVELED STREET FOR 0.25 MILE TO A T
 KF0895'INTERSECTION, HERE TURN LEFT AND GO WEST FOR 1.8 MILE TO CROSSROAD,
 KF0895'TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR 7.15 MILES TO AN
 KF0895'ANGLING CROSSROAD, TURN RIGHT AND GO WEST FOR 0.55 MILE TO THE
 KF0895'AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE WEST ON GRADED
 KF0895'ROAD FOR 0.45 TO A T INTERSECTION, TURN LEFT AND GO SOUTH FOR
 KF0895'0.05 MILE TO A STONE ON THE RIGHT AND THE STATION ON THE LEFT AS
 KF0895'AND THE STATION ON THE LEFT AS DESCRIBED.
 KF0895
 KF0895                          STATION RECOVERY (1961)
 KF0895
 KF0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KF0895'STATION FOUND IN GOOD CONDITION.
 KF0895'
 KF0895'STATION IS LOCATED ABOUT 6.0 MILES WEST AND 3.5 MILES N OF
 KF0895'MINNEAPOLIS, 7.0 MILES S AND 2.5 MILES W OF DELPHOS AND 4.0 MILES
 KF0895'E AND 1.5 MILE N OF ADA AND 2.5 MILES S OF LOST CREEK ON LAND
 KF0895'OWNED BY MR. JOHN MC CULLICK.
 KF0895'
 KF0895'IT IS 150 FEET SE OF SOUTHEAST CORNER OF A STONE HOUSE, 70 FEET N
 KF0895'OF THE NORTH END OF A PIT SILO, AND 22 FEET E OF THE CENTER OF
 KF0895'A GRADED ROAD, AND 10 FEET NNW OF A FENCE CORNER, AND 5.5 FEET N
 KF0895'OF A WITNESS POST AND 5 FEET E OF A FENCE.  THE MARK PROJECTS 3
 KF0895'INCHES AND STAMPED LOST 1950.
 KF0895
 KF0895                          STATION RECOVERY (1969)
 KF0895
 KF0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0895'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KF0895'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KF0895'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KF0895'
 KF0895'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 KF0895'
 KF0895'A METAL WITNESS POST WAS SET 1.5 FEET WEST OF THE AZIMUTH MARK.
 KF0895'
 KF0895'TO REACH THE STATION FROM THE CITY HALL IN MINNEAPOLIS, GO NORTH
 KF0895'ON OLD U.S. HIGHWAY 81 FOR 1.65 MILES TO A SIDE ROAD ON THE LEFT.
 KF0895'TURN LEFT AND GO WEST ON A SURFACED ROAD FOR 4.95 MILES TO A SIDE
 KF0895'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 KF0895'2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED
 KF0895'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST
 KF0895'ON THE GRAVELED ROAD FOR 0.5 MILE TO A T-INTERSECTION.  TURN LEFT
 KF0895'AND GO SOUTH ON A GRAVELED ROAD FOR 0.1 MILE TO A STONE HOUSE ON
 KF0895'THE RIGHT AND THE STATION ON THE LEFT.
 KF0895'
 KF0895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 KF0895'WEST AND 3.5 MILES NORTH OF MINNEAPOLIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1444 ***********************************************************************
 JF1444  DESIGNATION -  LOUIS
 JF1444  PID         -  JF1444
 JF1444  STATE/COUNTY-  KS/MARION
 JF1444  USGS QUAD   -  FLORENCE (1989)
 JF1444
 JF1444                         *CURRENT SURVEY CONTROL
 JF1444  ___________________________________________________________________
 JF1444* NAD 83(1997)-  38 12 07.04387(N)    096 55 24.38824(W)     ADJUSTED  
 JF1444* NAVD 88     -       438.3    (meters)    1438.     (feet)  VERTCON   
 JF1444  ___________________________________________________________________
 JF1444  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 JF1444  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 JF1444
 JF1444  HORZ ORDER  -  FIRST
 JF1444
 JF1444.The horizontal coordinates were established by classical geodetic methods
 JF1444.and adjusted by the National Geodetic Survey in October 1998..
 JF1444
 JF1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1444
 JF1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1444
 JF1444.The geoid height was determined by GEOID03.
 JF1444
 JF1444;                    North         East     Units Scale Factor Converg.
 JF1444;SPC KS S     -   571,563.005   538,078.695   MT  0.99994819   +0 58 07.8
 JF1444;UTM  14      - 4,230,261.109   681,824.649   MT  1.00000717   +1 17 04.4
 JF1444
 JF1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1444!SPC KS S     -   0.99993583  x   0.99994819  =   0.99988403
 JF1444!UTM  14      -   0.99993583  x   1.00000717  =   0.99994300
 JF1444
 JF1444:                Primary Azimuth Mark                     Grid Az
 JF1444:SPC KS S     -  FLORENCE GAS CO MICROWAVE                011 29 39.5
 JF1444:UTM  14      -  FLORENCE GAS CO MICROWAVE                011 10 42.9
 JF1444
 JF1444|---------------------------------------------------------------------|
 JF1444| PID    Reference Object                     Distance      Geod. Az  |
 JF1444|                                                           dddmmss.s |
 JF1444| JF1455 FLORENCE GAS CO MICROWAVE           APPROX.13.4 KM 0122747.3 |
 JF1444| CL4789 LOUIS AZ MK                                        0902643.3 |
 JF1444| CL4790 LOUIS AZ MK 2                                      0903625.7 |
 JF1444| CL4793 LOUIS RM 3                                         1505725.2 |
 JF1444| JF1442 BURNS MUN WATER TANK                APPROX.12.4 KM 1650905.8 |
 JF1444| CL4791 LOUIS RM 1                           32.897 METERS 23811     |
 JF1444| JF1516 PEABODY SILVER MUN TANK             APPROX.16.2 KM 2582751.2 |
 JF1444| JF1514 MARION CTHSE CLOCK TOWER            APPROX.18.2 KM 3322632.2 |
 JF1444| JF1513 MARION W MUN TANK                   APPROX.18.1 KM 3333444.2 |
 JF1444| JF1443 FLORENCE MUN STANDPIPE              APPROX. 4.6 KM 3474334.9 |
 JF1444| CL4792 LOUIS RM 2                           32.534 METERS 35919     |
 JF1444|---------------------------------------------------------------------|
 JF1444
 JF1444                          SUPERSEDED SURVEY CONTROL
 JF1444
 JF1444  NAD 83(1997)-  38 12 07.05370(N)    096 55 24.38718(W) AD(       ) 1
 JF1444  NAD 83(1986)-  38 12 07.05390(N)    096 55 24.38731(W) AD(       ) 1
 JF1444  NAD 27      -  38 12 06.97994(N)    096 55 23.30396(W) AD(       ) 1
 JF1444  NGVD 29 (07/19/86)  438.1    (m)         1437.     (f) VERT ANG       
 JF1444
 JF1444.Superseded values are not recommended for survey control.
 JF1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1444.See file dsdata.txt to determine how the superseded data were derived.
 JF1444
 JF1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH8182530261(NAD 83)
 JF1444_MARKER: DS = TRIANGULATION STATION DISK
 JF1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1444_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1444
 JF1444  HISTORY     - Date     Condition        Report By
 JF1444  HISTORY     - 1935     MONUMENTED       CGS
 JF1444  HISTORY     - 1939     GOOD             LOCENG
 JF1444  HISTORY     - 1968     GOOD             CGS
 JF1444  HISTORY     - 1972     GOOD             NGS
 JF1444  HISTORY     - 1975     GOOD             NGS
 JF1444
 JF1444                          STATION DESCRIPTION
 JF1444
 JF1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1444'STATION IS IN THE NORTHWEST QUARTER OF SECTION 19, T. 21 S., R.
 JF1444'5 E., ON A PROMINENT RIDGE ABOUT 2-1/2 MILES SOUTH OF FLORENCE,
 JF1444'ON PROPERTY OWNED BY MR. CHARLES LOUIS.
 JF1444'
 JF1444'TO REACH FROM THE RAILROAD STATION IN FLORENCE, GO SOUTH AND
 JF1444'EAST ON U.S. HIGHWAY 77 FOR 3.15 MILES, TURN RIGHT (WEST),
 JF1444'GO 0.5 MILE TO STATION ON RIGHT (NORTH), BY FENCE CORNER.  MARK
 JF1444'IS 32 FEET NORTH OF CENTER LINE OF ROAD, 12 FEET NORTH OF FENCE,
 JF1444'3 FEET EAST OF FENCE AND PROJECTS 4 INCHES.
 JF1444'
 JF1444'REFERENCE MARK NO. 1 IS WEST BY SOUTH OF STATION, 1 FOOT NORTH
 JF1444'OF FENCE, 20 FEET SOUTH OF CENTER LINE OF ROAD, AND PROJECTS
 JF1444'5 INCHES.
 JF1444'
 JF1444'REFERENCE MARK NO. 2 IS NORTH OF STATION, 1 FOOT EAST OF FENCE,
 JF1444'AND PROJECTS 6 INCHES.
 JF1444'
 JF1444'AZIMUTH MARK IS EAST OF STATION.  TO REACH, GO EAST FOR 1.3
 JF1444'MILES TO MARK ON RIGHT (SOUTH).  MARK IS 20 FEET SOUTH OF CENTER
 JF1444'LINE OF ROAD, 1 FOOT NORTH OF FENCE, AND PROJECTS 4 INCHES.
 JF1444'
 JF1444'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 JF1444'DESCRIBED.
 JF1444'
 JF1444'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 JF1444
 JF1444                          STATION RECOVERY (1939)
 JF1444
 JF1444'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939 (AP)
 JF1444'RECOVERED BY COUNTY ENGINEER.
 JF1444'
 JF1444'LETTER OF AMOS PETERSON, COUNTY ENGINEER, MARION COUNTY, KANSAS,
 JF1444'DATED DECEMBER 23, 1939-
 JF1444'
 JF1444'AZIMUTH MARK TO STATION LOUIS WAS MOVED 20.0 FEET SOUTH OF OLD
 JF1444'LOCATION AT A RIGHT ANGLE TO THE LINE FORMED BY THE OLD AZIMUTH
 JF1444'MARK AND THE STATION LOUIS AND CAN NOW BE LOCATED AS FOLLOWS-
 JF1444'
 JF1444'AZIMUTH MARK IS EAST OF THE STATION.  TO REACH THE MARK, GO
 JF1444'EAST FOR 1.3 MILES TO MARK ON THE RIGHT (SOUTH).  MARK IS 35
 JF1444'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF THE
 JF1444'FENCE, AND PROJECTS 5 INCHES.
 JF1444
 JF1444                          STATION RECOVERY (1968)
 JF1444
 JF1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1444'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JF1444'THE AZIMUTH MARK WHICH WAS RESET BY THE COUNTY HIGHWAY DEPARTMENT
 JF1444'IN 1939 WERE RECOVERED AND FOUND IN GOOD CONDITION.  ANGLES WERE
 JF1444'TAKEN ON THE AZIMUTH MARK SINCE NO AZIMUTH WAS DETERMINED IN 1939.
 JF1444'
 JF1444'FOLLOWING IS A COMPLETE DESCRIPTION.
 JF1444'
 JF1444'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 77
 JF1444'AT THE NORTH SIDE OF FLORENCE, GO SOUTH ON U.S. HIGHWAY 77 FOR
 JF1444'3.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED
 JF1444'ROAD FOR 0.15 MILE TO A FENCE CORNER AND THE STATION ON THE
 JF1444'RIGHT.
 JF1444'
 JF1444'STATION MARK, A STANDARD DISK STAMPED LOUIS 1935, IS SET IN
 JF1444'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 JF1444'35 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 14.5 FEET NORTH
 JF1444'OF A METAL WITNESS POST, 14 FEET NORTH OF A CORNER FENCE POST, AND
 JF1444'3 FEET EAST OF A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK WAS
 JF1444'NOT INSPECTED.
 JF1444'
 JF1444'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOUIS NO. 1 1935,
 JF1444'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 JF1444'INCHES.  IT IS 21 FEET SOUTH OF THE CENTER OF THE GRAVELED
 JF1444'ROAD AND 1 FOOT NORTH OF A FENCE.
 JF1444'
 JF1444'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOUIS NO. 2 1935,
 JF1444'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 JF1444'INCHES.  IT IS 120 FEET NORTH OF THE T-FENCE CORNER POST AND
 JF1444'2 FEET EAST OF THE NORTH-SOUTH FENCE.
 JF1444'
 JF1444'AZIMUTH MARK, A STANDARD DISK STAMPED LOUIS 1935-1939, IS SET
 JF1444'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 JF1444'IS 89 FEET EAST-SOUTHEAST OF A POWERLINE POLE, 38 FEET SOUTH OF THE
 JF1444'CENTER OF A ROAD, AND 4.5 FEET SOUTH OF A METAL WITNESS POST
 JF1444'SET ON THE NORTH SIDE OF AN EAST-WEST FENCE.
 JF1444'
 JF1444'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 JF1444'GRAVELED ROAD FOR 1.3 MILES TO THE MARK ON THE RIGHT.
 JF1444'
 JF1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 JF1444'SOUTH OF FLORENCE.
 JF1444
 JF1444                          STATION RECOVERY (1972)
 JF1444
 JF1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1444'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 JF1444'RECOVERED.  THE AZIMUTH MARK WAS OBSTRUCTED BY POWER LINE POLES
 JF1444'AND THE DIRECTION COULD NOT BE CHECKED.  A REFERENCE MARK 3 WAS
 JF1444'ESTABLISHED.  THE DIRECTION TO THE REFERENCE MARKS CHECKED.  A
 JF1444'DIFFERENCE OF 0.009 METER LONGER IN THE DISTANCE TO REFERENCE
 JF1444'MARK 1 WAS NOTED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED.
 JF1444'FOLLOWING IS A NEW DESCRIPTION.
 JF1444'
 JF1444'THE STATION IS ABOUT 10 MILES EAST AND 2 MILES NORTH OF PEABODY,
 JF1444'7-1/2 MILES NORTH AND 2 MILES WEST OF BURNS AND 3 MILES SOUTH OF
 JF1444'FLORENCE IN THE NORTH CENTER OF SEC. 30, T. 21 S., R. 5 E.,
 JF1444'AND ON PROPERTY OF MR. LOUIS.
 JF1444'
 JF1444'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 77,
 JF1444'AT THE NORTH EDGE OF FLORENCE, GO SOUTH-SOUTHEAST ON U.S. HIGHWAY
 JF1444'77 FOR 3.0 MILES TO A GRAVELED CROSSROAD.* TURN RIGHT AND GO WEST
 JF1444'ON GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 JF1444'
 JF1444'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO
 JF1444'EAST ON GRAVELED ROAD FOR 1.15 MILE TO THE MARK ON THE RIGHT.
 JF1444'
 JF1444'*TO REACH REFERENCE MARK 3 FROM THIS POINT, CONTINUE
 JF1444'SOUTH-SOUTHEAST ON U.S. HIGHWAY 77 FOR 0.75 MILE TO THE MARK
 JF1444'ON THE LEFT.
 JF1444'
 JF1444'STATION MARK IS A STANDARD DISK, STAMPED LOUIS 1935, SET IN THE
 JF1444'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 JF1444'2 INCHES ABOVE THE GROUND.  IT IS 36.0 FEET NORTH OF THE CENTER
 JF1444'OF A GRAVELED ROAD, 14.9 FEET NORTH OF A WITNESS POST IN A FENCE
 JF1444'LINE AND 3.0 FEET EAST OF A FENCE.
 JF1444'
 JF1444'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOUIS NO 1 1935, SET
 JF1444'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 JF1444'6 INCHES ABOVE THE GROUND.  IT IS 23.0 FEET SOUTH OF THE CENTER
 JF1444'OF THE GRAVELED ROAD, 1.0 FOOT NORTH OF A FENCE AND ABOUT THE
 JF1444'SAME ELEVATION AS THE STATION.
 JF1444'
 JF1444'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOUIS NO 2 1935,
 JF1444'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 JF1444'6 INCHES ABOVE THE GROUND.  IT IS 142.0 FEET NORTH OF THE CENTER
 JF1444'OF THE GRAVELED ROAD, 121.6 FEET NORTH OF THE WITNESS POST,
 JF1444'2.0 FEET EAST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE
 JF1444'STATION.
 JF1444'
 JF1444'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LOUIS 1935 1972
 JF1444'NO 3, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH
 JF1444'WITH THE GROUND.  IT IS 35.0 FEET EAST OF THE CENTER OF U.S.
 JF1444'HIGHWAY 77 AND 3.8 FEET NORTH OF A WITNESS POST.
 JF1444'
 JF1444'AZIMUTH MARK IS A STANDARD DISK, STAMPED LOUIS 1935 1939, SET IN
 JF1444'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4
 JF1444'INCHES ABOVE THE GROUND.  IT IS 39.0 FEET SOUTH OF THE CENTER
 JF1444'OF A GRAVELED ROAD AND 4.5 FEET SOUTH OF A WITNESS POST
 JF1444'IN A FENCE LINE.
 JF1444'
 JF1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES SOUTH
 JF1444'OF FLORENCE
 JF1444'
 JF1444'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 FEET.
 JF1444
 JF1444                          STATION RECOVERY (1975)
 JF1444
 JF1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JF1444'STATION, RM 1, RM 2 AND AZIMUTH MARKERS WERE RECOVERED AS DESCRIBED
 JF1444'AND WERE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1043 ***********************************************************************
 KF1043  DESIGNATION -  LOUIS
 KF1043  PID         -  KF1043
 KF1043  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1043  USGS QUAD   -  LOUISVILLE (1978)
 KF1043
 KF1043                         *CURRENT SURVEY CONTROL
 KF1043  ___________________________________________________________________
 KF1043* NAD 83(1997)-  39 17 05.51103(N)    096 19 43.06455(W)     ADJUSTED  
 KF1043* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 KF1043  ___________________________________________________________________
 KF1043  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 KF1043  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 KF1043
 KF1043  HORZ ORDER  -  SECOND
 KF1043
 KF1043.The horizontal coordinates were established by classical geodetic methods
 KF1043.and adjusted by the National Geodetic Survey in October 1998..
 KF1043
 KF1043.The orthometric height was scaled from a topographic map.
 KF1043
 KF1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1043
 KF1043.The geoid height was determined by GEOID03.
 KF1043
 KF1043;                    North         East     Units Scale Factor Converg.
 KF1043;SPC KS N     -   106,961.626   544,188.123   MT  0.99995703   +1 03 27.0
 KF1043;UTM  14      - 4,351,791.341   730,405.014   MT  1.00025368   +1 41 31.9
 KF1043
 KF1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1043!SPC KS N     -   0.99994966  x   0.99995703  =   0.99990669
 KF1043!UTM  14      -   0.99994966  x   1.00025368  =   1.00020333
 KF1043
 KF1043:                Primary Azimuth Mark                     Grid Az
 KF1043:SPC KS N     -  BOMBING RANGE OBSERVATION TWR            063 22 27.0
 KF1043:UTM  14      -  BOMBING RANGE OBSERVATION TWR            062 44 22.1
 KF1043
 KF1043|---------------------------------------------------------------------|
 KF1043| PID    Reference Object                     Distance      Geod. Az  |
 KF1043|                                                           dddmmss.s |
 KF1043| KF1009 BOMBING RANGE OBSERVATION TWR       APPROX.16.4 KM 0642554.0 |
 KF1043| CL7357 LOUIS RM 2                           12.908 METERS 14246     |
 KF1043| CL7355 LOUIS AZ MK                                        1522504.9 |
 KF1043| KF1031 WAMEGO ST BERNARD CATHOLIC CH       APPROX. 8.9 KM 1683751.2 |
 KF1043| KF1030 WAMEGO MUNICIPAL STANDPIPE          APPROX. 8.9 KM 1691215.8 |
 KF1043| KF1032 WAMEGO MUN TANK                     APPROX. 8.9 KM 1730314.9 |
 KF1043| CL7356 LOUIS RM 1                           14.652 METERS 33603     |
 KF1043|---------------------------------------------------------------------|
 KF1043
 KF1043                          SUPERSEDED SURVEY CONTROL
 KF1043
 KF1043  NAD 83(1997)-  39 17 05.51700(N)    096 19 43.06180(W) AD(       ) 2
 KF1043  NAD 83(1986)-  39 17 05.51717(N)    096 19 43.06083(W) AD(       ) 2
 KF1043  NAD 27      -  39 17 05.53200(N)    096 19 42.06000(W) AD(       ) 2
 KF1043
 KF1043.Superseded values are not recommended for survey control.
 KF1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1043.See file dsdata.txt to determine how the superseded data were derived.
 KF1043
 KF1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3040551791(NAD 83)
 KF1043_MARKER: DS = TRIANGULATION STATION DISK
 KF1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1043
 KF1043  HISTORY     - Date     Condition        Report By
 KF1043  HISTORY     - 1947     MONUMENTED       CGS
 KF1043  HISTORY     - 1961     GOOD             CGS
 KF1043  HISTORY     - 1965     GOOD             CGS
 KF1043
 KF1043                          STATION DESCRIPTION
 KF1043
 KF1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1043'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF WAMEGO AND
 KF1043'9 MILES SOUTHEAST OF WESTMORELAND ON THE RIGHT-OF-WAY OF STATE
 KF1043'HIGHWAY 99.  IT IS 56 FEET EAST OF THE CENTER OF STATE HIGHWAY 99,
 KF1043'5 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 8 FEET SOUTHWEST
 KF1043'OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING 3 FEET.
 KF1043'IT IS ABOUT 10 FEET HIGHER THAN THE ROAD.  IT IS STAMPED LOUIS
 KF1043'1947 AND PROJECTS 6 INCHES.
 KF1043'
 KF1043'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE LINE AND 61 FEET
 KF1043'EAST OF THE HIGHWAY.  IT IS STAMPED LOUIS NO 1 1947 AND PROJECTS
 KF1043'6 INCHES.
 KF1043'
 KF1043'REFERENCE MARK NO. 2 IS IN A NORTH-SOUTH FENCE LINE AND 59 FEET
 KF1043'EAST OF THE HIGHWAY.  IT IS STAMPED LOUIS NO 2 1947 AND PROJECTS
 KF1043'6 INCHES.
 KF1043'
 KF1043'AZIMUTH MARK IS ABOUT 50 YARDS SOUTH OF A SIDE ROAD LEADING WEST,
 KF1043'62 FEET WEST OF THE CENTER OF STATE HIGHWAY 99 AND 4 FEET NORTH
 KF1043'OF A FENCE CORNER.  IT IS STAMPED LOUIS 1947 AND PROJECTS 3
 KF1043'INCHES.
 KF1043'
 KF1043'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WAMEGO, GO NORTH
 KF1043'ON STATE HIGHWAY 99 FOR 5.7 MILES TO THE AZIMUTH MARK ON THE LEFT.
 KF1043'CONTINUE ON STATE HIGHWAY 99 FOR 0.5 MILE TO THE TOP OF THE GRADE
 KF1043'AND THE STATION ON THE RIGHT AS DESCRIBED.
 KF1043'
 KF1043'A 47 FOOT SIGNAL AT ZEAN DALE 1888 IS V.G.
 KF1043'
 KF1043'A 47 FOOT SIGNAL AT ROESENER IS V.G.
 KF1043'
 KF1043'A 74 FOOT SIGNAL AT WESTMORELAND IS V.G.
 KF1043'
 KF1043'A 4 FOOT SIGNAL AT RANGE IS V.G.
 KF1043'
 KF1043'A 4 FOOT SIGNAL AT VERMILLION IS V.G.
 KF1043'
 KF1043'A 4 FOOT SIGNAL AT BEL IS V.G.
 KF1043'
 KF1043'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF1043
 KF1043                          STATION RECOVERY (1961)
 KF1043
 KF1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 KF1043'THE STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND IN
 KF1043'GOOD CONDITION.
 KF1043'
 KF1043'A METAL WITNESS POST WAS SET 5.4 FEET EAST OF THE STATION AND A
 KF1043'METAL WITNESS POST WAS SET 1.0 FEET WEST OF THE AZIMUTH MARK.
 KF1043
 KF1043                          STATION RECOVERY (1965)
 KF1043
 KF1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1043'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF1043'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE STATION MARK IS
 KF1043'ON A HIGH BANK ABOUT 10 FEET HIGHER THAN THE ROAD AND 6 FEET
 KF1043'WEST OF A METAL WITNESS POST AND SIGN.  THE AZIMUTH MARK IS 2
 KF1043'FEET WEST OF THE FENCE AND 1 FOOT EAST OF A METAL WITNESS POST
 KF1043'AND SIGN, IT PROJECT 4 INCHES.
 KF1043'
 KF1043'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2009 ***********************************************************************
 JE2009  DESIGNATION -  LOUISBURG
 JE2009  PID         -  JE2009
 JE2009  STATE/COUNTY-  KS/MIAMI
 JE2009  USGS QUAD   -  BUCYRUS (1956)
 JE2009
 JE2009                         *CURRENT SURVEY CONTROL
 JE2009  ___________________________________________________________________
 JE2009* NAD 83(1997)-  38 38 08.20720(N)    094 40 34.60966(W)     ADJUSTED  
 JE2009* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 JE2009  ___________________________________________________________________
 JE2009  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 JE2009  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JE2009
 JE2009  HORZ ORDER  -  THIRD
 JE2009
 JE2009.The horizontal coordinates were established by classical geodetic methods
 JE2009.and adjusted by the National Geodetic Survey in October 1998..
 JE2009
 JE2009.The orthometric height was scaled from a topographic map.
 JE2009
 JE2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2009
 JE2009.The geoid height was determined by GEOID03.
 JE2009
 JE2009;                    North         East     Units Scale Factor Converg.
 JE2009;SPC KS S     -   625,358.270   732,838.752   MT  1.00001436   +2 20 59.2
 JE2009;SPC KS N     -    38,866.705   689,331.909   MT  1.00001407   +2 06 10.7
 JE2009;UTM  15      - 4,277,674.204   354,101.745   MT  0.99986213   -1 02 48.5
 JE2009
 JE2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2009!SPC KS S     -   0.99995166  x   1.00001436  =   0.99996601
 JE2009!SPC KS N     -   0.99995166  x   1.00001407  =   0.99996572
 JE2009!UTM  15      -   0.99995166  x   0.99986213  =   0.99981379
 JE2009
 JE2009:                Primary Azimuth Mark                     Grid Az
 JE2009:SPC KS S     -  LOUISBURG AZ MK                          359 52 01.3
 JE2009:SPC KS N     -  LOUISBURG AZ MK                          000 06 49.8
 JE2009:UTM  15      -  LOUISBURG AZ MK                          003 15 49.0
 JE2009
 JE2009|---------------------------------------------------------------------|
 JE2009| PID    Reference Object                     Distance      Geod. Az  |
 JE2009|                                                           dddmmss.s |
 JE2009| CN7324 LOUISBURG AZ MK                                    0021300.5 |
 JE2009| CN7325 LOUISBURG RM 1                       20.270 METERS 04437     |
 JE2009| JE2007 LOUISBURG PANHANDLE E PIPE MST      APPROX. 4.6 KM 1775428.3 |
 JE2009| CN7326 LOUISBURG RM 2                       16.065 METERS 31402     |
 JE2009|---------------------------------------------------------------------|
 JE2009
 JE2009                          SUPERSEDED SURVEY CONTROL
 JE2009
 JE2009  NAD 83(1986)-  38 38 08.21461(N)    094 40 34.60903(W) AD(       ) 3
 JE2009  NAD 27      -  38 38 08.18016(N)    094 40 33.77264(W) AD(       ) 3
 JE2009
 JE2009.Superseded values are not recommended for survey control.
 JE2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2009.See file dsdata.txt to determine how the superseded data were derived.
 JE2009
 JE2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC5410277674(NAD 83)
 JE2009_MARKER: DS = TRIANGULATION STATION DISK
 JE2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2009
 JE2009  HISTORY     - Date     Condition        Report By
 JE2009  HISTORY     - 1948     MONUMENTED       CGS
 JE2009  HISTORY     - 1970     GOOD             NGS
 JE2009  HISTORY     - 20051209 MARK NOT FOUND   INDIV
 JE2009  HISTORY     - 20060908 GOOD             INDIV
 JE2009
 JE2009                          STATION DESCRIPTION
 JE2009
 JE2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2009'STATION IS LOCATED ABOUT 1 MILE NORTH OF LOUISBURG ON THE
 JE2009'PROPERTY OF DR. A.S. COATS.  IT IS IN THE NORTHWEST ANGLE OF AN
 JE2009'INTERSECTION, 78 FEET WEST OF THE CENTER OF U.S. HIGHWAY 69, 72
 JE2009'FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD AND IS IN LINE
 JE2009'AND SOUTH OF THE SOUTHEAST CORNER OF THE FARM HOUSE.  IT IS
 JE2009'STAMPED LOUISBURG 1948 AND IS FLUSH WITH THE GROUND.
 JE2009'
 JE2009'REFERENCE MARK NO. 1 IS NEAR THE EAST EDGE OF THE FARM YARD,
 JE2009'65 FEET SOUTH OF THE CENTER OF THE DRIVEWAY EAST, 31.5 FEET WEST
 JE2009'OF THE CENTER OF U.S. 69 AND 8 FEET NORTH OF A POWER LINE POLE.
 JE2009'IT IS STAMPED LOUISBURG NO 1 1948 AND IS FLUSH WITH THE GROUND.
 JE2009'
 JE2009'REFERENCE MARK NO. 2 IS AT THE SOUTHEAST EDGE OF AN ORCHARD, 6
 JE2009'FEET NORTHWEST OF THE EDGE OF THE TERRACE, ABOUT 2 FEET HIGHER
 JE2009'THAN THE STATION MARK AND 16.5 FEET EAST OF A MAPLE TREE.
 JE2009'IT IS STAMPED LOUISBURG NO 2 1948 AND IS FLUSH WITH THE GROUND.
 JE2009'
 JE2009'AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 33 FEET EAST OF THE
 JE2009'CENTER OF U.S. HIGHWAY 69, 2 FEET SOUTH OF A POWER LINE POLE AND
 JE2009'1 FOOT WEST OF A HEDGE ROW.  IT IS STAMPED LOUISBURG 1948 AND
 JE2009'PROJECTS 3 INCHES.
 JE2009'
 JE2009'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 69 AND STATE ROUTE
 JE2009'68 AT THE NORTHEAST EDGE OF LOUISBURG, GO NORTH ON U.S. 69 FOR
 JE2009'1 MILE TO A CROSSROAD AND THE STATION IN THE NORTHWEST ANGLE OF
 JE2009'THE INTERSECTION.  CONTINUE NORTH FOR 0.5 MILE TO THE AZIMUTH
 JE2009'MARK ON THE RIGHT.
 JE2009'
 JE2009'A 74 FOOT SIGNAL AT WINDISCH 1934 IS VISIBLE AT 5 FEET.
 JE2009'
 JE2009'A 74 FOOT SIGNAL AT RABBIT IS VISIBLE AT 40 FEET.
 JE2009'
 JE2009'AN 87 FOOT SIGNAL AT WAG IS VISIBLE AT 35 FEET.
 JE2009'
 JE2009'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE2009
 JE2009                          STATION RECOVERY (1970)
 JE2009
 JE2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE2009'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE2009'THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 JE2009'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE2009'
 JE2009'STATION MARK IS 70 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF LARRYS
 JE2009'BAIT SHOP.
 JE2009'
 JE2009'REFERENCE MARK NO. 1 IS 9 FEET NORTH OF A POWERLINE POLE WITH A
 JE2009'TRANSFORMER.
 JE2009'
 JE2009'REFERENCE MARK NO. 2 IS 42.5 FEET SOUTHEAST OF THE NORTHEAST CORNER
 JE2009'OF LARRYS BAIT SHOP, 22 FEET EAST OF THE SOUTHEAST CORNER OF THE
 JE2009'SHOP, AND 3 FEET NORTHEAST OF THE NORTHEAST EDGE OF A SIDEWALK.
 JE2009'
 JE2009'AZIMUTH MARK IS 33 FEET EAST OF THE CENTER OF U.S. HIGHWAY 69, 3
 JE2009'FEET WEST OF A FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 JE2009'
 JE2009'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE NORTH
 JE2009'OF LOUISBURG.
 JE2009
 JE2009                          STATION RECOVERY (2005)
 JE2009
 JE2009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JWS)
 JE2009'BROKEN STEEL POST WAS FOUND IN VICINITY OF STATION LOCATION SOUTHWEST
 JE2009'OF LARRY'S BAIT SHOP.  DISK WAS MISSING.  AZIMUTH MARK AND RM 1 WERE
 JE2009'NOT FOUND.  RM2 WAS NOT SEARCHED.
 JE2009
 JE2009                          STATION RECOVERY (2006)
 JE2009
 JE2009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE2009'STATION MARK FOUND IN GOOD CONDITION SOUTH OF THE SOUTHEAST CORNER OF
 JE2009'THE FARMHOUSE AS STATED IN THE 1948 RECOVERY TEXT.  IT IS ABOUT 1 INCH
 JE2009'BELOW THE SURFACE OF THE GROUND.  A 30-INCH DIAMETER PINE TREE IS 37
 JE2009'FEET TO THE EAST-NORTHEAST OF THE MARKER.
 JE2009' 
 JE2009'REFERENCE MARK 1 FOUND IN GOOD CONDITION.  IT IS LOCATED 3 FEET NORTH
 JE2009'OF A POWER POLE WITH A TRANSFORMER MOUNTED NEAR THE TOP.  IT IS ABOUT
 JE2009'1 INCH BELOW THE SURFACE OF THE GROUND.
 JE2009' 
 JE2009'REFERENCE MARK 2 NOT SEARCHED FOR BUT HOME OWNER WAS NOT PRESENT TO
 JE2009'CONTINUE SEARCH ON PRIVATE PROPERTY.
 JE2009' 
 JE2009'AZIMUTH MARKER WAS FOUND IN GOOD CONDITION.  THE POWER POLE AND HEDGE
 JE2009'ROW HAVE BEEN REMOVED.
 JE2009' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0958 ***********************************************************************
 KF0958  DESIGNATION -  LOVERWELL
 KF0958  PID         -  KF0958
 KF0958  STATE/COUNTY-  KS/JEWELL
 KF0958  USGS QUAD   -  COURTLAND (1969)
 KF0958
 KF0958                         *CURRENT SURVEY CONTROL
 KF0958  ___________________________________________________________________
 KF0958* NAD 83(1997)-  39 52 18.34391(N)    097 57 07.29894(W)     ADJUSTED  
 KF0958* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 KF0958  ___________________________________________________________________
 KF0958  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 KF0958  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 KF0958
 KF0958  HORZ ORDER  -  SECOND
 KF0958
 KF0958.The horizontal coordinates were established by classical geodetic methods
 KF0958.and adjusted by the National Geodetic Survey in October 1998..
 KF0958
 KF0958.The orthometric height was scaled from a topographic map.
 KF0958
 KF0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0958
 KF0958.The geoid height was determined by GEOID03.
 KF0958
 KF0958;                    North         East     Units Scale Factor Converg.
 KF0958;SPC KS N     -   170,791.839   404,104.275   MT  1.00001554   +0 01 49.3
 KF0958;SPC NE       -     6,342.294   675,205.173   MT  1.00006038   +1 21 25.9
 KF0958;UTM  14      - 4,414,049.705   589,622.633   MT  0.99969888   +0 40 18.7
 KF0958
 KF0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0958!SPC KS N     -   0.99991954  x   1.00001554  =   0.99993508
 KF0958!SPC NE       -   0.99991954  x   1.00006038  =   0.99997991
 KF0958!UTM  14      -   0.99991954  x   0.99969888  =   0.99961844
 KF0958
 KF0958|---------------------------------------------------------------------|
 KF0958| PID    Reference Object                     Distance      Geod. Az  |
 KF0958|                                                           dddmmss.s |
 KF0958| CN9911 LOVERWELL RM 1                       13.540 METERS 01110     |
 KF0958| CN9912 LOVERWELL RM 2                       12.390 METERS 10638     |
 KF0958| KF0953 COURTLAND MUNICIPAL TANK            APPROX.11.2 KM 1530459.4 |
 KF0958| CN9910 LOVERWELL AZ MK                                    1785438.0 |
 KF0958| KF0955 FORMOSA MUNICIPAL TANK              APPROX.10.7 KM 1984346.3 |
 KF0958|---------------------------------------------------------------------|
 KF0958
 KF0958                          SUPERSEDED SURVEY CONTROL
 KF0958
 KF0958  NAD 83(1997)-  39 52 18.34462(N)    097 57 07.29948(W) AD(       ) 2
 KF0958  NAD 83(1986)-  39 52 18.34924(N)    097 57 07.29948(W) AD(       ) 2
 KF0958  NAD 27      -  39 52 18.30600(N)    097 57 06.14300(W) AD(       ) 2
 KF0958
 KF0958.Superseded values are not recommended for survey control.
 KF0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0958.See file dsdata.txt to determine how the superseded data were derived.
 KF0958
 KF0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK8962314050(NAD 83)
 KF0958_MARKER: DS = TRIANGULATION STATION DISK
 KF0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0958
 KF0958  HISTORY     - Date     Condition        Report By
 KF0958  HISTORY     - 1950     MONUMENTED       CGS
 KF0958  HISTORY     - 1965     GOOD             CGS
 KF0958
 KF0958                          STATION DESCRIPTION
 KF0958
 KF0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0958'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST AND 1/4 MILE NORTH
 KF0958'OF LOVEWELL AND 1.0 MILE WEST OF THE JEWELL-REPUBLIC COUNTY LINE,
 KF0958'ON THE HIGHEST POINT OF A PROMINENT HILL AND ON LAND OWNED BY MR.
 KF0958'A.W. FERGUSON.  IT IS ABOUT 225 FEET WEST OF NORTH-SOUTH FENCE
 KF0958'LINE AND 5-1/2 FEET SOUTHWEST OF WITNESS POST.  IT IS STAMPED
 KF0958'LOVEWELL 1950 AND PROJECTS 3 INCHES.
 KF0958'
 KF0958'REFERENCE MARK NO 1 IS NORTH OF THE STATION AND ON ABOUT THE
 KF0958'SAME ELEVATION AS THE STATION MARK.  IT IS STAMPED LOVEWELL NO 1
 KF0958'1950 AND PROJECTS 3 INCHES.
 KF0958'
 KF0958'REFERENCE MARK NO 2 IS EAST OF THE STATION AND ON ABOUT THE SAME
 KF0958'ELEVATION AS THE STATION MARK.  IT IS STAMPED LOVEWELL NO 2 1950
 KF0958'AND PROJECTS 4 INCHES.
 KF0958'
 KF0958'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 62.93 FEET.
 KF0958'
 KF0958'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH OF THE STATION, 20 FEET
 KF0958'SOUTH OF THE CENTER OF EAST-WEST ROAD, 2 FEET EAST OF FENCE
 KF0958'CORNER AND 2 FEET WEST OF WITNESS POST.  IT IS STAMPED LOVEWELL
 KF0958'1950 AND PROJECTS 2 INCHES.
 KF0958'
 KF0958'TO REACH THE STATION FROM LOVEWELL, GO SOUTH ON GRADED ROAD FOR
 KF0958'0.6 MILE TO T-ROAD LEFT, TURN LEFT AND GO EAST FOR 1.5 MILES TO
 KF0958'THE AZIMUTH MARK ON THE SOUTH SIDE IN FENCE CORNER AS DESCRIBED,
 KF0958'CONTINUE EAST FOR 0.2 MILE TO TOP OF HILL AND GATE IN FENCE LINE
 KF0958'ON LEFT, TURN LEFT THROUGH GATE AND FOLLOW TRACK ROAD NORTH
 KF0958'ACROSS PASTURE FOR 0.55 MILE TO EAST-WEST FENCE LINE, CROSS FENCE
 KF0958'LINE AND ANGLE LEFT IN A NORTHWESTERLY DIRECTION UP HILL TO
 KF0958'TOP OF RIDGE, CONTINUE NORTH-NORTHWESTERLY UP RIDGE FOR 0.8
 KF0958'MILE TO NORTH-SOUTH FENCE LINE ON LEFT, CROSS FENCE LINE
 KF0958'AND CONTINUE NORTHWEST FOR ABOUT 0.05 MILE TO HIGHEST POINT
 KF0958'AND STATION AS DESCRIBED.
 KF0958'
 KF0958'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0958
 KF0958                          STATION RECOVERY (1965)
 KF0958
 KF0958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0958'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 KF0958'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE
 KF0958'STATION MARK IS ABOUT 120 YARDS NORTH WEST OF A T-FENCE CORNER AND
 KF0958'1 FOOT WEST OF A METAL WITNESS POST.
 KF0958'
 KF0958'TO REACH FOLLOW THE ORIGINAL DESCRIPTION TO THE AZIMUTH MARK, THEN
 KF0958'CONTINUE EAST 1.0 MILE TO A CROSSROAD, TURN LEFT, GO NORTH 1.3 MILES
 KF0958'TO A CATTLE GUARD ON THE LEFT, TURN LEFT CROSS THE CATTLE GUARD AND
 KF0958'FOLLOW A DIM TRACK ROAD ACROSS THE PASTURE AND UP A STEEP BLUFF
 KF0958'AND CONTINUING WESTERLY TO A T-FENCE CORNER AND STATION.  THIS IS
 KF0958'ABOUT 1.5 MILE TRAVEL ACROSS THE PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0719 ***********************************************************************
 JH0719  DESIGNATION -  LOW
 JH0719  PID         -  JH0719
 JH0719  STATE/COUNTY-  KS/FINNEY
 JH0719  USGS QUAD   -  WEST OF EMINENCE (1974)
 JH0719
 JH0719                         *CURRENT SURVEY CONTROL
 JH0719  ___________________________________________________________________
 JH0719* NAD 83(1997)-  38 07 31.95017(N)    100 37 33.34615(W)     ADJUSTED  
 JH0719* NAVD 88     -       864.     (meters)    2835.     (feet)  SCALED    
 JH0719  ___________________________________________________________________
 JH0719  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 JH0719  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 JH0719
 JH0719  HORZ ORDER  -  SECOND
 JH0719
 JH0719.The horizontal coordinates were established by classical geodetic methods
 JH0719.and adjusted by the National Geodetic Survey in October 1998..
 JH0719
 JH0719.The orthometric height was scaled from a topographic map.
 JH0719
 JH0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0719
 JH0719.The geoid height was determined by GEOID03.
 JH0719
 JH0719;                    North         East     Units Scale Factor Converg.
 JH0719;SPC KS S     -   564,038.987   213,620.025   MT  0.99994248   -1 18 23.2
 JH0719;UTM  14      - 4,220,992.894   357,486.843   MT  0.99985014   -1 00 14.4
 JH0719
 JH0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0719!SPC KS S     -   0.99986838  x   0.99994248  =   0.99981087
 JH0719!UTM  14      -   0.99986838  x   0.99985014  =   0.99971854
 JH0719
 JH0719|---------------------------------------------------------------------|
 JH0719| PID    Reference Object                     Distance      Geod. Az  |
 JH0719|                                                           dddmmss.s |
 JH0719| CK9319 LOW RM 1                             22.976 METERS 07753     |
 JH0719| CK9320 LOW RM 2                             23.418 METERS 19226     |
 JH0719| CK9318 LOW AZ MK                                          1931859.0 |
 JH0719|---------------------------------------------------------------------|
 JH0719
 JH0719                          SUPERSEDED SURVEY CONTROL
 JH0719
 JH0719  NAD 83(1997)-  38 07 31.95455(N)    100 37 33.34476(W) AD(       ) 2
 JH0719  NAD 83(1986)-  38 07 31.95392(N)    100 37 33.34500(W) AD(       ) 2
 JH0719  NAD 27      -  38 07 31.88017(N)    100 37 31.80339(W) AD(       ) 2
 JH0719
 JH0719.Superseded values are not recommended for survey control.
 JH0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0719.See file dsdata.txt to determine how the superseded data were derived.
 JH0719
 JH0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH5748720993(NAD 83)
 JH0719_MARKER: DS = TRIANGULATION STATION DISK
 JH0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0719
 JH0719  HISTORY     - Date     Condition        Report By
 JH0719  HISTORY     - 1963     MONUMENTED       CGS
 JH0719
 JH0719                          STATION DESCRIPTION
 JH0719
 JH0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0719'THE STATION IS 16 MILES NORTHEAST OF GARDEN CITY, NEAR THE SOUTHWEST
 JH0719'QUARTER CORNER OF SECTION 21, T 22 S, R 30 W, AND ON THE
 JH0719'RIGHT-OF-WAY OF A SECTION LINE ROAD.
 JH0719'
 JH0719'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 156 AND STATE
 JH0719'HIGHWAY 23 SOUTH, ABOUT 3 MILES WEST OF KALVESTA, GO WEST ON
 JH0719'HIGHWAY 156 FOR 5.9 MILES TO THE JUNCTION OF STATE HIGHWAY 23
 JH0719'NORTH.  CONTINUE WEST ON HIGHWAY 156 FOR 7.0 MILES TO A CROSSROAD.
 JH0719'TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 2.9 MILES TO A
 JH0719'CROSSROAD.  TURN LEFT AND GO WEST ON A GRADED ROAD FOR 1.9 MILES
 JH0719'TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 1.1
 JH0719'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE GRAVEL
 JH0719'ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT (THE ROAD VEERS TO
 JH0719'THE EAST AT THIS POINT).
 JH0719'
 JH0719'STATION MARKS ARE STANDARD DISKS STAMPED LOW 1963.  THE SURFACE DISK
 JH0719'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JH0719'GROUND.  IT IS 24.5 FEET SOUTHEAST OF A FENCE CORNER, 18 FEET EAST
 JH0719'OF A NORTH-SOUTH FENCE, AND 17 FEET SOUTH OF A METAL WITNESS POST
 JH0719'WHICH IS IN AN EAST-WEST FENCE LINE.  THE UNDERGROUND DISK IS SET
 JH0719'IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF
 JH0719'THE GROUND.
 JH0719'
 JH0719'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOW NO. 1 1963, IS SET
 JH0719'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 JH0719'IS 91 FEET EAST OF THE FENCE CORNER, 73 FEET EAST OF THE METAL
 JH0719'WITNESS POST AND 1 FOOT SOUTH OF THE EAST-WEST FENCE.
 JH0719'
 JH0719'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOW NO. 2 1963, IS SET
 JH0719'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 92.5 FEET
 JH0719'SOUTH OF THE FENCE CORNER AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE.
 JH0719'
 JH0719'AZIMUTH MARK, A STANDARD DISK STAMPED LOW 1963, IS SET IN A SQUARE
 JH0719'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 29 FEET WEST OF THE
 JH0719'CENTER OF THE GRAVEL ROAD, 2 FEET NORTH OF A METAL WITNESS POST,
 JH0719'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 JH0719'
 JH0719'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0719'
 JH0719'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1342 ***********************************************************************
 JF1342  DESIGNATION -  LOWDER
 JF1342  PID         -  JF1342
 JF1342  STATE/COUNTY-  KS/LYON
 JF1342  USGS QUAD   -  ALLEN SW (1972)
 JF1342
 JF1342                         *CURRENT SURVEY CONTROL
 JF1342  ___________________________________________________________________
 JF1342* NAD 83(1997)-  38 37 20.22404(N)    096 09 11.82260(W)     ADJUSTED  
 JF1342* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 JF1342  ___________________________________________________________________
 JF1342  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 JF1342  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 JF1342
 JF1342  HORZ ORDER  -  SECOND
 JF1342
 JF1342.The horizontal coordinates were established by classical geodetic methods
 JF1342.and adjusted by the National Geodetic Survey in October 1998..
 JF1342
 JF1342.The orthometric height was scaled from a topographic map.
 JF1342
 JF1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1342
 JF1342.The geoid height was determined by GEOID03.
 JF1342
 JF1342;                    North         East     Units Scale Factor Converg.
 JF1342;SPC KS S     -   619,624.394   604,344.720   MT  1.00001147   +1 26 31.6
 JF1342;UTM  14      - 4,278,707.101   747,830.069   MT  1.00035642   +1 46 40.0
 JF1342
 JF1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1342!SPC KS S     -   0.99994138  x   1.00001147  =   0.99995285
 JF1342!UTM  14      -   0.99994138  x   1.00035642  =   1.00029778
 JF1342
 JF1342|---------------------------------------------------------------------|
 JF1342| PID    Reference Object                     Distance      Geod. Az  |
 JF1342|                                                           dddmmss.s |
 JF1342| CL4795 LOWDER RM 1                          10.768 METERS 05955     |
 JF1342| CL4794 LOWDER AZ MK                                       2705826.2 |
 JF1342| CL4796 LOWDER RM 2                          10.135 METERS 30241     |
 JF1342|---------------------------------------------------------------------|
 JF1342
 JF1342                          SUPERSEDED SURVEY CONTROL
 JF1342
 JF1342  NAD 83(1986)-  38 37 20.23103(N)    096 09 11.82254(W) AD(       ) 2
 JF1342  NAD 27      -  38 37 20.19703(N)    096 09 10.84379(W) AD(       ) 2
 JF1342
 JF1342.Superseded values are not recommended for survey control.
 JF1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1342.See file dsdata.txt to determine how the superseded data were derived.
 JF1342
 JF1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4783078707(NAD 83)
 JF1342_MARKER: DD = SURVEY DISK
 JF1342_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JF1342
 JF1342  HISTORY     - Date     Condition        Report By
 JF1342  HISTORY     - 1956     MONUMENTED       CGS
 JF1342  HISTORY     - 1968     GOOD             CGS
 JF1342
 JF1342                          STATION DESCRIPTION
 JF1342
 JF1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1342'THE STATION IS ABOUT 5-1/2 MILES EAST OF BUSHONG, 3-1/2 MILES
 JF1342'SOUTHWEST OF ADMIRE AND 2-1/2 MILES SOUTH OF ALLEN.  IT IS AT THE
 JF1342'NORTH EDGE OF A PASTURE AND ON PROPERTY OWNED BY MR. LEE LOWDER
 JF1342'SR.  IT IS 40 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 19
 JF1342'FEET SOUTH OF A FENCE AND 37 FEET SOUTHWEST OF A WHITE WITNESS
 JF1342'POST.  THE MARK IS 12 INCHES UNDERGROUND AND THE DISK IS STAMPED
 JF1342'LOWDER 1956.
 JF1342'
 JF1342'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ALLEN, GO
 JF1342'SOUTH ON THE PAVED ROAD FOR 2.15 MILES TO A GRAVEL CROSSROAD.
 JF1342'TURN LEFT AND GO EAST ON THE GRAVEL ROAD FOR 0.5 MILE TO THE
 JF1342'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE EAST ON THE
 JF1342'GRAVEL ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT AS
 JF1342'DESCRIBED.
 JF1342'
 JF1342'REFERENCE MARK 1 IS 22 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL
 JF1342'ROAD, 2 FEET WEST OF THE WHITE WITNESS POST AND 1 FOOT SOUTH OF
 JF1342'THE FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 JF1342'LOWDER NO 1 1956.
 JF1342'
 JF1342'REFERENCE MARK 2 IS 21 FEET SOUTH OF THE CENTERLINE OF THE
 JF1342'GRAVEL ROAD AND 1 FOOT SOUTH OF THE FENCE.  THE MARK PROJECTS 2
 JF1342'INCHES AND THE DISK IS STAMPED LOWDER NO 2 1956.
 JF1342'
 JF1342'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL
 JF1342'ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A
 JF1342'FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LOWDER
 JF1342'1956.
 JF1342'
 JF1342'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1342
 JF1342                          STATION RECOVERY (1968)
 JF1342
 JF1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1342'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1342'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JF1342'THE TO REACH IS ADEQUATE FOR RECOVERY.
 JF1342'
 JF1342'STATION MARK IS 16.5 FEET SOUTH OF A NEW FENCE.
 JF1342'
 JF1342'REFERENCE MARK NO. 1 IS 2.5 FEET NORTH OF A FENCE AND 2 FEET WEST
 JF1342'OF A WOODEN WITNESS POST.
 JF1342'
 JF1342'REFERENCE MARK NO. 2 IS 2.5 FEET NORTH OF A FENCE AND 1 FOOT EAST
 JF1342'OF A METAL WITNESS POST.
 JF1342'
 JF1342'AZIMUTH MARK IS 2.5 FEET NORTH OF A FENCE AND 1 FOOT EAST OF A
 JF1342'METAL WITNESS POST.
 JF1342'
 JF1342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 JF1342'MILES SOUTH OF ALLEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1060 ***********************************************************************
 HE1060  DESIGNATION -  LOWELL
 HE1060  PID         -  HE1060
 HE1060  STATE/COUNTY-  KS/CHEROKEE
 HE1060  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1060
 HE1060                         *CURRENT SURVEY CONTROL
 HE1060  ___________________________________________________________________
 HE1060* NAD 83(1997)-  37 02 18.46231(N)    094 41 21.32623(W)     ADJUSTED  
 HE1060* NAVD 88     -       275.5    (meters)     904.     (feet)  VERTCON   
 HE1060  ___________________________________________________________________
 HE1060  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 HE1060  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 HE1060
 HE1060  HORZ ORDER  -  SECOND
 HE1060
 HE1060.The horizontal coordinates were established by classical geodetic methods
 HE1060.and adjusted by the National Geodetic Survey in October 1998..
 HE1060
 HE1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1060
 HE1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1060
 HE1060.The geoid height was determined by GEOID03.
 HE1060
 HE1060;                    North         East     Units Scale Factor Converg.
 HE1060;SPC KS S     -   448,192.264   738,953.125   MT  1.00005269   +2 20 30.5
 HE1060;UTM  15      - 4,100,473.307   349,766.241   MT  0.99987805   -1 01 03.8
 HE1060
 HE1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1060!SPC KS S     -   0.99996140  x   1.00005269  =   1.00001409
 HE1060!UTM  15      -   0.99996140  x   0.99987805  =   0.99983946
 HE1060
 HE1060|---------------------------------------------------------------------|
 HE1060| PID    Reference Object                     Distance      Geod. Az  |
 HE1060|                                                           dddmmss.s |
 HE1060| CN7328 LOWELL RM 1                          15.111 METERS 09559     |
 HE1060| CN7329 LOWELL RM 2                          18.722 METERS 20203     |
 HE1060| HE1067 BAXTER SPRINGS MUNICIPAL TANK       APPROX. 4.6 KM 2440350.9 |
 HE1060| HE1070 BAXTER SPRINGS FARM COOP ELEV       APPROX. 5.0 KM 2545253.6 |
 HE1060| CN7327 LOWELL AZ MK                                       2821913.5 |
 HE1060|---------------------------------------------------------------------|
 HE1060
 HE1060                          SUPERSEDED SURVEY CONTROL
 HE1060
 HE1060  NAD 83(1997)-  37 02 18.46832(N)    094 41 21.32778(W) AD(       ) 2
 HE1060  NAD 83(1986)-  37 02 18.47768(N)    094 41 21.32131(W) AD(       ) 2
 HE1060  NAD 27      -  37 02 18.25868(N)    094 41 20.49021(W) AD(       ) 2
 HE1060  NGVD 29 (07/19/86)  275.4    (m)          904.     (f) VERT ANG       
 HE1060
 HE1060.Superseded values are not recommended for survey control.
 HE1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1060.See file dsdata.txt to determine how the superseded data were derived.
 HE1060
 HE1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4976600473(NAD 83)
 HE1060_MARKER: DS = TRIANGULATION STATION DISK
 HE1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1060
 HE1060  HISTORY     - Date     Condition        Report By
 HE1060  HISTORY     - 1966     MONUMENTED       CGS
 HE1060
 HE1060                          STATION DESCRIPTION
 HE1060
 HE1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1060'THE STATION IS ABOUT 4 MILES SOUTHWEST OF GALENA, 2-3/4
 HE1060'MILES EAST-NORTHEAST OF BAXTER SPRINGS AND 1 MILE SOUTHEAST
 HE1060'OF LOWELL, IN PASTURE LAND ON THE NORTH SIDE OF AN EAST-WEST
 HE1060'SECTION LINE ROAD, ON PROPERTY OWNED BY MR. H.D. YOUNGMAN.
 HE1060'
 HE1060'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 166
 HE1060'AND 66 IN BAXTER SPRINGS, GO EAST ON U.S. HIGHWAY 166 FOR
 HE1060'2.0 MILES TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND GO NORTH
 HE1060'ON PAVED ROAD FOR 1.0 MILE TO A CEMETERY ON THE LEFT AND
 HE1060'A GRAVELED SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK FROM THIS
 HE1060'POINT, CONTINUE NORTH ON PAVED ROAD FOR 0.1 MILE TO THE
 HE1060'MARK ON THE RIGHT.) TURN RIGHT AND GO EAST ON GRAVELED ROAD
 HE1060'FOR 0.55 MILE TO A METAL GATE AND THE STATION ON THE LEFT.
 HE1060'
 HE1060'STATION MARK IS A STANDARD DISK, STAMPED LOWELL 1966, SET IN
 HE1060'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1060'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 32 FEET NORTH
 HE1060'OF THE CENTERLINE OF A GRAVELED ROAD, 26 FEET EAST-NORTHEAST
 HE1060'OF THE EAST GATE POST OF A METAL GATE, 7 FEET NORTH OF A FENCE
 HE1060'AND 6.5 FEET NORTH OF A WITNESS POST.
 HE1060'
 HE1060'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOWELL NO 1
 HE1060'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 HE1060'IN DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 23 FEET NORTH
 HE1060'OF THE CENTERLINE OF THE GRAVELED ROAD, 5 FEET WEST OF A 6
 HE1060'INCH OAK TREE, 1 FOOT NORTH OF A FENCE AND ABOUT THE SAME
 HE1060'ELEVATION AS THE STATION.
 HE1060'
 HE1060'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOWELL NO 2
 HE1060'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 HE1060'IN DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 HE1060'24 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT
 HE1060'NORTH OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE1060'
 HE1060'AZIMUTH MARK IS A STANDARD DISK, STAMPED LOWELL 1966, SET
 HE1060'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1060'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 29 FEET EAST OF THE
 HE1060'CENTERLINE OF A PAVED ROAD, 3 FEET WEST OF A FENCE, 2.5 FEET
 HE1060'SOUTHEAST OF A POWER LINE POLE AND 2.4 FEET NORTH OF A WITNESS
 HE1060'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0674 ***********************************************************************
 JG0674  DESIGNATION -  LQR A
 JG0674  PID         -  JG0674
 JG0674  STATE/COUNTY-  KS/PAWNEE
 JG0674  USGS QUAD   -  LARNED (1970)
 JG0674
 JG0674                         *CURRENT SURVEY CONTROL
 JG0674  ___________________________________________________________________
 JG0674* NAD 83(1997)-  38 12 52.26267(N)    099 05 07.36233(W)     ADJUSTED  
 JG0674* NAVD 88     -       612.540  (meters)    2009.64   (feet)  ADJUSTED  
 JG0674  ___________________________________________________________________
 JG0674  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JG0674  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0674  DYNAMIC HT  -         612.070 (meters)    2008.10  (feet)  COMP
 JG0674  MODELED GRAV-     979,840.9   (mgal)                       NAVD 88
 JG0674
 JG0674  HORZ ORDER  -  THIRD
 JG0674  VERT ORDER  -  THIRD
 JG0674
 JG0674.This mark is at Larnen-Pawnee County Airport (LQR)
 JG0674
 JG0674.The horizontal coordinates were established by classical geodetic methods
 JG0674.and adjusted by the National Geodetic Survey in October 1998..
 JG0674
 JG0674.The orthometric height was determined by differential leveling
 JG0674.and adjusted by the National Geodetic Survey in June 1991..
 JG0674
 JG0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0674
 JG0674.The geoid height was determined by GEOID03.
 JG0674
 JG0674.The dynamic height is computed by dividing the NAVD 88
 JG0674.geopotential number by the normal gravity value computed on the
 JG0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0674.degrees latitude (g = 980.6199 gals.).
 JG0674
 JG0674.The modeled gravity was interpolated from observed gravity values.
 JG0674
 JG0674;                    North         East     Units Scale Factor Converg.
 JG0674;SPC KS S     -   571,950.665   348,737.840   MT  0.99994930   -0 21 35.0
 JG0674;UTM  14      - 4,229,620.052   492,525.890   MT  0.99960069   -0 03 10.1
 JG0674
 JG0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0674!SPC KS S     -   0.99990797  x   0.99994930  =   0.99985728
 JG0674!UTM  14      -   0.99990797  x   0.99960069  =   0.99950870
 JG0674
 JG0674:                Primary Azimuth Mark                     Grid Az
 JG0674:SPC KS S     -  TEMP PT A                                176 32 40.4
 JG0674:UTM  14      -  TEMP PT A                                176 14 15.5
 JG0674
 JG0674|---------------------------------------------------------------------|
 JG0674| PID    Reference Object                     Distance      Geod. Az  |
 JG0674|                                                           dddmmss.s |
 JG0674| JG0967 TEMP PT A                           APPROX. 0.6 KM 1761105.4 |
 JG0674| JG0962 KANSAS STATE HOSPITAL TANK          APPROX. 7.9 KM 2360102.2 |
 JG0674|---------------------------------------------------------------------|
 JG0674
 JG0674                          SUPERSEDED SURVEY CONTROL
 JG0674
 JG0674  NAD 83(1997)-  38 12 52.27002(N)    099 05 07.36128(W) AD(       ) 3
 JG0674  NAD 83(1986)-  38 12 52.26876(N)    099 05 07.36104(W) AD(       ) 3
 JG0674  NAD 27      -  38 12 52.21686(N)    099 05 05.99344(W) AD(       ) 3
 JG0674  NGVD 29 (12/08/88)  612.33   (m)         2009.0    (f) LEVELING    3  
 JG0674
 JG0674.Superseded values are not recommended for survey control.
 JG0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0674.See file dsdata.txt to determine how the superseded data were derived.
 JG0674
 JG0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9252629620(NAD 83)
 JG0674_MARKER: DD = SURVEY DISK
 JG0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0674_SP_SET: CONCRETE POST
 JG0674_STAMPING: LQR A 1987
 JG0674_MARK LOGO: NOSAMC
 JG0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0674+STABILITY: SURFACE MOTION
 JG0674
 JG0674  HISTORY     - Date     Condition        Report By
 JG0674  HISTORY     - 1987     MONUMENTED       NOS
 JG0674  HISTORY     - 1987     GOOD             NOS
 JG0674
 JG0674                          STATION DESCRIPTION
 JG0674
 JG0674'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 JG0674'STATION IS LOCATED AT LARNED MUNICIPAL AIRPORT IN LARNED, KANSAS.
 JG0674'
 JG0674'TO REACH THE STATION PROCEED ONTO THE FIELD ONCE OBTAINING
 JG0674'PERMISSION FROM THE AIRPORT MANAGER.  STATION IS 28.1 M (92.1 FT)
 JG0674'NW OF THE INTERSECTION OF THE W EDGE OF RUNWAY 17 AND THE S EDGE OF
 JG0674'THE RUNUP PAD, 27.7 M (90.9 FT) SW OF CENTERLINE END RUNWAY 17,
 JG0674'10.7 M (35.2 FT) S OF THE NW CORNER OF RUNUP PAD AND 0.3 M (1 FT) W
 JG0674'OF THE EDGE OF THE RUNUP PAD.
 JG0674'
 JG0674'STATION IS A STANDARD NOS DISK STAMPED---LQR A 1987---, SET INTO
 JG0674'THE TOP OF A ROUND CONCRETE MONUMENT.
 JG0674'
 JG0674'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JG0674'
 JG0674'DESCRIBED BY JWB.
 JG0674
 JG0674                          STATION RECOVERY (1987)
 JG0674
 JG0674'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 JG0674'3.6 KM (2.25 MI) NE FROM LARNED.
 JG0674'THE STATION IS A STANDARD NOS DISK SET INTO THE TOP OF A 10 INCH
 JG0674'DIAMETER CONCRETE MONUMENT AT THE LARNED MUNICIPAL AIRPORT.  IT IS
 JG0674'LOCATED 92.1 FEET NW OF THE INTERSECTION OF THE WEST EDGE OF RUNWAY
 JG0674'17-35 AND THE SOUTH EDGE OF THE RUNUP PAD, 90.9 FEET SW OF THE
 JG0674'CENTERLINE END OF RUNWAY 17, AND 35.2 FEET SOUTH OF THE NW CORNER OF
 JG0674'THE RUNUP PAD.  SEE THE AIRPORT MANAGER PRIOR TO USING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0673 ***********************************************************************
 JG0673  DESIGNATION -  LQR B
 JG0673  PID         -  JG0673
 JG0673  STATE/COUNTY-  KS/PAWNEE
 JG0673  USGS QUAD   -  LARNED (1970)
 JG0673
 JG0673                         *CURRENT SURVEY CONTROL
 JG0673  ___________________________________________________________________
 JG0673* NAD 83(1997)-  38 12 22.75750(N)    099 05 12.36957(W)     ADJUSTED  
 JG0673* NAVD 88     -       612.765  (meters)    2010.38   (feet)  ADJUSTED  
 JG0673  ___________________________________________________________________
 JG0673  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JG0673  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 JG0673  DYNAMIC HT  -         612.294 (meters)    2008.83  (feet)  COMP
 JG0673  MODELED GRAV-     979,839.7   (mgal)                       NAVD 88
 JG0673
 JG0673  HORZ ORDER  -  THIRD
 JG0673  VERT ORDER  -  THIRD
 JG0673
 JG0673.This mark is at Larnen-Pawnee County Airport (LQR)
 JG0673
 JG0673.The horizontal coordinates were established by classical geodetic methods
 JG0673.and adjusted by the National Geodetic Survey in October 1998..
 JG0673
 JG0673.The orthometric height was determined by differential leveling
 JG0673.and adjusted by the National Geodetic Survey in June 1991..
 JG0673
 JG0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0673
 JG0673.The geoid height was determined by GEOID03.
 JG0673
 JG0673.The dynamic height is computed by dividing the NAVD 88
 JG0673.geopotential number by the normal gravity value computed on the
 JG0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0673.degrees latitude (g = 980.6199 gals.).
 JG0673
 JG0673.The modeled gravity was interpolated from observed gravity values.
 JG0673
 JG0673;                    North         East     Units Scale Factor Converg.
 JG0673;SPC KS S     -   571,041.749   348,610.314   MT  0.99994857   -0 21 38.1
 JG0673;UTM  14      - 4,228,710.783   492,403.277   MT  0.99960071   -0 03 13.2
 JG0673
 JG0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0673!SPC KS S     -   0.99990794  x   0.99994857  =   0.99985651
 JG0673!UTM  14      -   0.99990794  x   0.99960071  =   0.99950868
 JG0673
 JG0673|---------------------------------------------------------------------|
 JG0673| PID    Reference Object                     Distance      Geod. Az  |
 JG0673|                                                           dddmmss.s |
 JG0673| JG0967 TEMP PT A                           331.667 METERS 02929     |
 JG0673| JG0962 KANSAS STATE HOSPITAL TANK          APPROX. 7.3 KM 2412538.8 |
 JG0673|---------------------------------------------------------------------|
 JG0673
 JG0673                          SUPERSEDED SURVEY CONTROL
 JG0673
 JG0673  NAD 83(1997)-  38 12 22.76486(N)    099 05 12.36854(W) AD(       ) 3
 JG0673  NAD 83(1986)-  38 12 22.76360(N)    099 05 12.36840(W) AD(       ) 3
 JG0673  NAD 27      -  38 12 22.71124(N)    099 05 11.00103(W) AD(       ) 3
 JG0673  NGVD 29 (12/08/88)  612.60   (m)         2009.8    (f) LEVELING    3  
 JG0673
 JG0673.Superseded values are not recommended for survey control.
 JG0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0673.See file dsdata.txt to determine how the superseded data were derived.
 JG0673
 JG0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9240328711(NAD 83)
 JG0673_MARKER: DD = SURVEY DISK
 JG0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0673_SP_SET: CONCRETE POST
 JG0673_STAMPING: LQR B 1987
 JG0673_MARK LOGO: NOSAMC
 JG0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0673+STABILITY: SURFACE MOTION
 JG0673
 JG0673  HISTORY     - Date     Condition        Report By
 JG0673  HISTORY     - 1987     MONUMENTED       NOS
 JG0673  HISTORY     - 1987     GOOD             NOS
 JG0673
 JG0673                          STATION DESCRIPTION
 JG0673
 JG0673'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (JWB)
 JG0673'STATION LOCATED AT LARNED MUNICIPAL AIRPORT IN LARNED, KANSAS.
 JG0673'
 JG0673'TO REACH STATION PROCEED ONTO THE FIELD AFTER OBTAINING PERMISSION
 JG0673'FROM THE AIRPORT MANAGER.  STATION IS 258.2 M (847.2 FT) NE OF NW
 JG0673'CORNER OF WESTERLY OF THREE T HANGARS, 254.1 M (833.6 FT) S OF
 JG0673'WINDSOCK, 148.9 M (488.6 FT) NE OF NE CORNER OF LARGE METAL ARCH
 JG0673'ROOFED HANGAR AND ON LINE WITH E WALL OF THE HANGAR EXTENDED,
 JG0673'38.1 M (125 FT) SW OF THE SW EDGE MOWLINE OF SOD RUNWAY 12-30 AND
 JG0673'13.1 M (43 FT) SE OF THE SE MOWLINE OF SOD RUNWAY 4-22.
 JG0673'
 JG0673'STATION IS A STANDARD NOS DISK STAMPED---LQR B 1987---, SET INTO
 JG0673'THE TOP OF A ROUND CONCRETE MONUMENT.
 JG0673'
 JG0673'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JG0673'
 JG0673'DESCRIBED BY JWB.
 JG0673
 JG0673                          STATION RECOVERY (1987)
 JG0673
 JG0673'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 JG0673'3.2 KM (2.00 MI) NE FROM LARNED.
 JG0673'THE STATION IS A STANDARD ALUMINUM NOS DISK SET INTO THE TOP OF A 10
 JG0673'INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE EXISTING GROUND, AT
 JG0673'THE LARNED MUNICIPAL AIRPORT.  IT IS LOCATED 847 FEET NE OF THE NW
 JG0673'CORNER OF WESTERLY OF THREE TEE HANGARS, 833.6 FEET SOUTH OF THE
 JG0673'WINDSOCK.  CONTACT THE AIRPORT MANAGER FOR PERMISSION TO USE THE
 JG0673'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0772 ***********************************************************************
 JG0772  DESIGNATION -  LUCAS
 JG0772  PID         -  JG0772
 JG0772  STATE/COUNTY-  KS/PAWNEE
 JG0772  USGS QUAD   -  SAINT JOHN SW (1972)
 JG0772
 JG0772                         *CURRENT SURVEY CONTROL
 JG0772  ___________________________________________________________________
 JG0772* NAD 83(1997)-  38 03 16.59859(N)    098 56 46.28484(W)     ADJUSTED  
 JG0772* NAVD 88     -       613.     (meters)    2011.     (feet)  SCALED    
 JG0772  ___________________________________________________________________
 JG0772  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 JG0772  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 JG0772
 JG0772  HORZ ORDER  -  THIRD
 JG0772
 JG0772.The horizontal coordinates were established by classical geodetic methods
 JG0772.and adjusted by the National Geodetic Survey in October 1998..
 JG0772
 JG0772.The orthometric height was scaled from a topographic map.
 JG0772
 JG0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0772
 JG0772.The geoid height was determined by GEOID03.
 JG0772
 JG0772;                    North         East     Units Scale Factor Converg.
 JG0772;SPC KS S     -   554,134.957   360,841.641   MT  0.99993877   -0 16 27.1
 JG0772;UTM  14      - 4,211,875.587   504,720.848   MT  0.99960027   +0 01 59.4
 JG0772
 JG0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0772!SPC KS S     -   0.99990792  x   0.99993877  =   0.99984670
 JG0772!UTM  14      -   0.99990792  x   0.99960027  =   0.99950823
 JG0772
 JG0772:                Primary Azimuth Mark                     Grid Az
 JG0772:SPC KS S     -  LUCAS AZ MK                              061 23 52.8
 JG0772:UTM  14      -  LUCAS AZ MK                              061 05 26.3
 JG0772
 JG0772|---------------------------------------------------------------------|
 JG0772| PID    Reference Object                     Distance      Geod. Az  |
 JG0772|                                                           dddmmss.s |
 JG0772| CK9321 LUCAS AZ MK                                        0610725.7 |
 JG0772| HG0881 MACKSVILLE MUNICIPAL TANK           APPROX.10.2 KM 1903115.4 |
 JG0772| CK9322 LUCAS RM 1                            8.047 METERS 22448     |
 JG0772| CK9323 LUCAS RM 2                            9.837 METERS 32555     |
 JG0772|---------------------------------------------------------------------|
 JG0772
 JG0772                          SUPERSEDED SURVEY CONTROL
 JG0772
 JG0772  NAD 83(1997)-  38 03 16.60585(N)    098 56 46.28514(W) AD(       ) 3
 JG0772  NAD 83(1986)-  38 03 16.60532(N)    098 56 46.28444(W) AD(       ) 3
 JG0772  NAD 27      -  38 03 16.55200(N)    098 56 44.93700(W) AD(       ) 3
 JG0772
 JG0772.Superseded values are not recommended for survey control.
 JG0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0772.See file dsdata.txt to determine how the superseded data were derived.
 JG0772
 JG0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH0472111876(NAD 83)
 JG0772_MARKER: DS = TRIANGULATION STATION DISK
 JG0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0772
 JG0772  HISTORY     - Date     Condition        Report By
 JG0772  HISTORY     - 1953     MONUMENTED       CGS
 JG0772
 JG0772                          STATION DESCRIPTION
 JG0772
 JG0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0772'THE STATION IS IN SECTION 14, T 23 S, R 15 W, ON THE PROPERTY
 JG0772'OF MR. RICHARD LUCAS, ABOUT 10-1/2 MILES NORTHWEST OF ST. JOHN,
 JG0772'6-1/2 MILES NORTH-NORTHWEST OF MACKSVILLE, 6-1/2 MILES NORTHWEST
 JG0772'OF DILLWYN, 0.1 MILE SOUTH-SOUTHWEST OF THE LUCAS FARM HOME, 108
 JG0772'FEET SOUTH OF A WIRE FENCE AND 5 FEET SOUTH OF A 4 X 4 INCH
 JG0772'WITNESS POST.
 JG0772'
 JG0772'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MACKSVILLE, GO
 JG0772'NORTH ON BLACKTOP ROAD FOR 6.7 MILES TO A DIRT CROSS ROAD, TURN
 JG0772'RIGHT AND GO EAST FOR 1.25 MILES TO A SIDE ROAD ON THE RIGHT,
 JG0772'(THE AZIMUTH MARK MAY BE REACHED BY GOING EAST FROM THIS POINT
 JG0772'0.45 MILE TO THE MARK ON THE RIGHT AS DESCRIBED) TURN RIGHT AND GO
 JG0772'SOUTH FOR 0.2 MILE TO THE LUCAS FARM HOME, CONTINUE SOUTH
 JG0772'AND SOUTHEAST FOR 0.05 MILE TO A WIRE GATE, PASS THROUGH
 JG0772'GATE AND GO WEST-SOUTHWEST FOR 0.05 MILE TO THE HIGHEST
 JG0772'POINT OF HILL AND STATION.
 JG0772'
 JG0772'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JG0772'LUCAS 1953.
 JG0772'
 JG0772'REFERENCE MARK 1 IS 128 FEET SOUTH OF THE WIRE FENCE.  THE MARK
 JG0772'PROJECTS 4 INCHES AND THE DISK IS STAMPED LUCAS NO 1 1953.
 JG0772'
 JG0772'REFERENCE MARK 2 IS 78 FEET SOUTH OF THE WIRE FENCE.  THE MARK
 JG0772'PROJECTS 4 INCHES AND THE DISK IS STAMPED LUCAS NO 2 1953.
 JG0772'
 JG0772'THE AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER OF THE DIRT ROAD,
 JG0772'3 FEET WEST OF A TELEPHONE POLE AND 1 FOOT WEST OF A 4 X 4
 JG0772'INCH WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 JG0772'STAMPED LUCAS 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0615 ***********************************************************************
 KG0615  DESIGNATION -  LUCAS RESET
 KG0615  PID         -  KG0615
 KG0615  STATE/COUNTY-  KS/RUSSELL
 KG0615  USGS QUAD   -  SYLVAN GROVE (1963)
 KG0615
 KG0615                         *CURRENT SURVEY CONTROL
 KG0615  ___________________________________________________________________
 KG0615* NAD 83(1997)-  39 05 19.53577(N)    098 29 37.28125(W)     ADJUSTED  
 KG0615* NAVD 88     -       515.1    (meters)    1690.     (feet)  VERTCON   
 KG0615  ___________________________________________________________________
 KG0615  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 KG0615  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 KG0615
 KG0615  HORZ ORDER  -  FIRST
 KG0615  VERT ORDER  -  THIRD ? (See Below)
 KG0615
 KG0615.The horizontal coordinates were established by classical geodetic methods
 KG0615.and adjusted by the National Geodetic Survey in October 1998..
 KG0615
 KG0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0615.The vertical order pertains to the NGVD 29 superseded value.
 KG0615
 KG0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0615
 KG0615.The geoid height was determined by GEOID03.
 KG0615
 KG0615;                    North         East     Units Scale Factor Converg.
 KG0615;SPC KS N     -    83,976.993   357,288.845   MT  0.99996083   -0 18 44.5
 KG0615;UTM  14      - 4,326,748.434   543,787.626   MT  0.99962361   +0 19 09.3
 KG0615
 KG0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0615!SPC KS N     -   0.99992335  x   0.99996083  =   0.99988418
 KG0615!UTM  14      -   0.99992335  x   0.99962361  =   0.99954698
 KG0615
 KG0615|---------------------------------------------------------------------|
 KG0615| PID    Reference Object                     Distance      Geod. Az  |
 KG0615|                                                           dddmmss.s |
 KG0615| CN9916 LUCAS RM 1                           23.488 METERS 05050     |
 KG0615| CN9918 LUCAS RM 3                           18.578 METERS 10342     |
 KG0615| CN9919 LUCAS RM 4                           14.600 METERS 25228     |
 KG0615| KG0618 LUCAS RM A                           30.680 METERS 26114     |
 KG0615| CN9915 LUCAS AZ MK                                        2721424.3 |
 KG0615| CN9917 LUCAS RM 2                           26.372 METERS 31203     |
 KG0615|---------------------------------------------------------------------|
 KG0615
 KG0615                          SUPERSEDED SURVEY CONTROL
 KG0615
 KG0615  NAD 83(1986)-  39 05 19.54373(N)    098 29 37.28219(W) AD(       ) 1
 KG0615  NAD 27      -  39 05 19.49800(N)    098 29 36.04800(W) AD(       ) 1
 KG0615  NGVD 29 (07/19/86)  514.9    (m)         1689.     (f) LEVELING    3  
 KG0615
 KG0615.Superseded values are not recommended for survey control.
 KG0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0615.See file dsdata.txt to determine how the superseded data were derived.
 KG0615
 KG0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ4378826748(NAD 83)
 KG0615_MARKER: DS = TRIANGULATION STATION DISK
 KG0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0615
 KG0615  HISTORY     - Date     Condition        Report By
 KG0615  HISTORY     - 1950     MONUMENTED       CGS
 KG0615  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KG0615  HISTORY     - 1969     GOOD             CGS
 KG0615
 KG0615                          STATION DESCRIPTION
 KG0615
 KG0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0615'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHWEST OF
 KG0615'HUNTER, 3-1/2 MILES NORTHEAST OF LUCAS, 1/2 MILE WEST OF
 KG0615'THE RUSSELL-LINCOLN COUNTY LINE AND ON THE SOUTH RIGHT-OF-WAY
 KG0615'OF AN EAST-WEST DIRT ROAD AT A T ROAD INTERSECTION.  IT
 KG0615'IS 32 FEET SOUTH OF THE CENTER OF A T ROAD INTERSECTION,
 KG0615'15 FEET WEST OF THE CENTER OF A GATE, 4 FEET EAST OF A WITNESS
 KG0615'POST AND 3 FEET NORTHWEST OF A FENCE CORNER.  IT IS STAMPED
 KG0615'LUCAS 1950 AND PROJECTS 3 INCHES.
 KG0615'
 KG0615'REFERENCE MARK NO. 1 IS 62 FEET EAST OF THE CENTER OF A
 KG0615'T ROAD INTERSECTION AND 24 FEET SOUTHEAST OF THE CENTER
 KG0615'OF A GATE.  IT IS STAMPED LUCAS NO 1 1950 AND PROJECTS 1 INCH.
 KG0615'
 KG0615'REFERENCE MARK NO. 2 IS 62 FEET WEST OF THE CENTER OF A
 KG0615'T ROAD INTERSECTION AND 38 FEET SOUTHWEST OF THE CENTER
 KG0615'OF A GATE.  IT IS STAMPED LUCAS NO 2 1950 AND PROJECTS 3 INCHES.
 KG0615'
 KG0615'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 124.5 FEET.
 KG0615'
 KG0615'THE AZIMUTH MARK IS 40 FEET WEST OF THE CENTER OF A GATE,
 KG0615'28 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 5 FEET
 KG0615'EAST OF A WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST
 KG0615'FENCE LINE.  IT IS STAMPED LUCAS 1950 AND PROJECTS 5 INCHES.
 KG0615'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR
 KG0615'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KG0615'
 KG0615'TO REACH THE STATION FROM THE CROSSROADS, JUST WEST OF THE
 KG0615'BUSINESS DISTRICT IN HUNTER, GO SOUTH ACROSS THE RAILROAD
 KG0615'TRACKS AND CONTINUE SOUTH AND EAST ON THE MAIN GRAVEL ROAD
 KG0615'FOR 7.5 MILES TO A FORKS, TAKE THE RIGHT FORK AND GO SOUTH
 KG0615'ON THE MAIN GRAVEL ROAD FOR 3.1 MILES TO A CROSSROADS.  TURN
 KG0615'RIGHT AND GO WEST FOR 5.6 MILES TO A T ROAD INTERSECTION
 KG0615'AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0615
 KG0615                          STATION RECOVERY (1967)
 KG0615
 KG0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0615'THE 1950 MARK WAS FOUND TILTED, THEREFORE A NEW SURFACE
 KG0615'MARK WAS ESTABLISHED BY PLUMBING THE UNDERGROUND MARK. A
 KG0615'LEVEL TIE WAS MADE OF THE LUCAS 1950 SURFACE MARK IT BEING
 KG0615'515.431 METERS.  THE LUCAS 1950 1967 SURFACE MARK BEING
 KG0615'514.911 METERS OR A DIFFERENCE OF -0.520 METERS.
 KG0615'
 KG0615'DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/4 MILES NORTHEAST
 KG0615'OF LUCAS.
 KG0615
 KG0615                          STATION RECOVERY (1969)
 KG0615
 KG0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0615'THE STATION MARK WAS RECOVERED AND THE MARK WAS FOUND IN GOOD
 KG0615'CONDITION.  THIS MARK WAS RESET BY MR. C.O. PHIPPS IN 1967.
 KG0615'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 KG0615'IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAS BEEN DESTROYED BY ROAD
 KG0615'CONSTRUCTION.  REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 KG0615'LUCAS RM A WERE NOT RECOVERED AT THE TIME OF RECOVERY BECAUSE THE
 KG0615'1967 DESCRIPTION WAS NOT AVAILABLE.
 KG0615'
 KG0615'THE STATION MARK IS 31.5 FEET WEST-NORTHWEST OF EAST GATE POST, 26
 KG0615'FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 15 FEET WEST OF THE
 KG0615'CENTER OF A FIELD ENTRANCE, 15 FEET NORTH OF A CORNER ROCK FENCE
 KG0615'POST, 4 FEET NORTH OF A METAL WITNESS POST, AND IS 18 INCHES BELOW
 KG0615'THE SURFACE OF THE GROUND.
 KG0615'
 KG0615'REFERENCE MARK NO. 1 IS 62 FEET EAST OF THE CENTER OF A T-ROAD, 47
 KG0615'FEET SOUTHEAST OF A CORNER FENCE POST, 22 FEET NORTH OF THE CENTER
 KG0615'OF THE EAST-WEST ROAD, 16 FEET SOUTH OF AN EAST-WEST FENCE, AND
 KG0615'PROJECTS 2 INCHES.
 KG0615'
 KG0615'AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 29
 KG0615'FEET SOUTHWEST OF THE WEST END OF A GATE POST, 10 FEET SOUTH OF A
 KG0615'FENCE, 2 FEET WEST OF A METAL WITNESS POST, AND FLUSH WITH THE
 KG0615'SURFACE OF THE GROUND.
 KG0615'
 KG0615'TO REACH THE STATION FROM THE CROSSROAD AT THE WEST EDGE OF HUNTER,
 KG0615'GO SOUTH ON STATE HIGHWAY 181 FOR 10.6 MILES TO A CROSSROAD.  TURN
 KG0615'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 5.6 MILES TO A SIDE ROAD
 KG0615'ON THE RIGHT AND THE STATION ON THE LEFT.  (CONTINUE WEST ON THE
 KG0615'GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 KG0615'
 KG0615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13 MILES
 KG0615'SOUTH-SOUTHWEST OF HUNTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0618 ***********************************************************************
 KG0618  DESIGNATION -  LUCAS RM A
 KG0618  PID         -  KG0618
 KG0618  STATE/COUNTY-  KS/RUSSELL
 KG0618  USGS QUAD   -  SYLVAN GROVE (1963)
 KG0618
 KG0618                         *CURRENT SURVEY CONTROL
 KG0618  ___________________________________________________________________
 KG0618* NAD 83(1997)-  39 05 19.38407(N)    098 29 38.54292(W)     ADJUSTED  
 KG0618* NAVD 88     -       515.0    (meters)    1690.     (feet)  VERTCON   
 KG0618  ___________________________________________________________________
 KG0618  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 KG0618  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 KG0618
 KG0618  HORZ ORDER  -  FIRST
 KG0618
 KG0618.The horizontal coordinates were established by classical geodetic methods
 KG0618.and adjusted by the National Geodetic Survey in October 1998..
 KG0618
 KG0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0618
 KG0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0618
 KG0618.The geoid height was determined by GEOID03.
 KG0618
 KG0618;                    North         East     Units Scale Factor Converg.
 KG0618;SPC KS N     -    83,972.481   357,258.500   MT  0.99996083   -0 18 45.3
 KG0618;UTM  14      - 4,326,743.588   543,757.342   MT  0.99962358   +0 19 08.5
 KG0618
 KG0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0618!SPC KS N     -   0.99992336  x   0.99996083  =   0.99988420
 KG0618!UTM  14      -   0.99992336  x   0.99962358  =   0.99954697
 KG0618
 KG0618|---------------------------------------------------------------------|
 KG0618| PID    Reference Object                     Distance      Geod. Az  |
 KG0618|                                                           dddmmss.s |
 KG0618| KG0615 LUCAS RESET                          30.680 METERS 08114     |
 KG0618| KG0640 MEADES RANCH RESET                  APPROX.15.6 KM 3443251.7 |
 KG0618|---------------------------------------------------------------------|
 KG0618
 KG0618                          SUPERSEDED SURVEY CONTROL
 KG0618
 KG0618  NAD 83(1986)-  39 05 19.39204(N)    098 29 38.54379(W) AD(       ) 1
 KG0618  NAD 27      -  39 05 19.34634(N)    098 29 37.30962(W) AD(       ) 1
 KG0618  NGVD 29 (07/19/86)  514.8    (m)         1689.     (f) VERT ANG       
 KG0618
 KG0618.Superseded values are not recommended for survey control.
 KG0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0618.See file dsdata.txt to determine how the superseded data were derived.
 KG0618
 KG0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ4375726744(NAD 83)
 KG0618_MARKER: DS = TRIANGULATION STATION DISK
 KG0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0618+STABILITY: SURFACE MOTION
 KG0618
 KG0618  HISTORY     - Date     Condition        Report By
 KG0618  HISTORY     - 1967     MONUMENTED       CGS
 KG0618
 KG0618                          STATION DESCRIPTION
 KG0618
 KG0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0618'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY
 KG0618'AS TRIANGULATION STATION LUCAS 1950 1967.
 KG0618'
 KG0618'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK,
 KG0618'THE DISK IS SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT
 KG0618'THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 KG0618'STAMPED LUCAS RM A 1967.  THE STATION MARK IS 115 FEET SOUTHWEST OF
 KG0618'THE INTERSECTION OF GRAVELED ROADS, 40 FEET SOUTH OF
 KG0618'CENTERLINE OF GRAVELED ROAD, 8.6 FEET WEST OF METAL WITNESS
 KG0618'POST WITH SIGN ATTACHED AND 0.6 FEET SOUTH OF EAST-WEST FENCELINE.
 KG0618'
 KG0618'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LUCAS 1950
 KG0618'1967, DISTANCE BEING 30.682 METERS OR 100.66 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1094 ***********************************************************************
 HE1094  DESIGNATION -  LUCIAN
 HE1094  PID         -  HE1094
 HE1094  STATE/COUNTY-  KS/CHEROKEE
 HE1094  USGS QUAD   -  HALLOWELL (1974)
 HE1094
 HE1094                         *CURRENT SURVEY CONTROL
 HE1094  ___________________________________________________________________
 HE1094* NAD 83(1997)-  37 12 00.11684(N)    094 53 10.82247(W)     ADJUSTED  
 HE1094* NAVD 88     -       279.3    (meters)     916.     (feet)  VERTCON   
 HE1094  ___________________________________________________________________
 HE1094  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HE1094  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 HE1094
 HE1094  HORZ ORDER  -  SECOND
 HE1094
 HE1094.The horizontal coordinates were established by classical geodetic methods
 HE1094.and adjusted by the National Geodetic Survey in October 1998..
 HE1094
 HE1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1094
 HE1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1094
 HE1094.The geoid height was determined by GEOID03.
 HE1094
 HE1094;                    North         East     Units Scale Factor Converg.
 HE1094;SPC KS S     -   465,412.512   720,737.486   MT  1.00001377   +2 13 14.5
 HE1094;UTM  15      - 4,118,729.466   332,593.403   MT  0.99994523   -1 08 26.7
 HE1094
 HE1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1094!SPC KS S     -   0.99996087  x   1.00001377  =   0.99997464
 HE1094!UTM  15      -   0.99996087  x   0.99994523  =   0.99990611
 HE1094
 HE1094|---------------------------------------------------------------------|
 HE1094| PID    Reference Object                     Distance      Geod. Az  |
 HE1094|                                                           dddmmss.s |
 HE1094| CN7331 LUCIAN RM 1                          22.456 METERS 05400     |
 HE1094| CN7330 LUCIAN AZ MK                                       1765451.3 |
 HE1094| CN7332 LUCIAN RM 2                          10.074 METERS 27752     |
 HE1094|---------------------------------------------------------------------|
 HE1094
 HE1094                          SUPERSEDED SURVEY CONTROL
 HE1094
 HE1094  NAD 83(1997)-  37 12 00.12201(N)    094 53 10.82353(W) AD(       ) 2
 HE1094  NAD 83(1986)-  37 12 00.13108(N)    094 53 10.81456(W) AD(       ) 2
 HE1094  NAD 27      -  37 11 59.90972(N)    094 53 09.96534(W) AD(       ) 2
 HE1094  NGVD 29 (07/19/86)  279.2    (m)          916.     (f) VERT ANG       
 HE1094
 HE1094.Superseded values are not recommended for survey control.
 HE1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1094.See file dsdata.txt to determine how the superseded data were derived.
 HE1094
 HE1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3259318729(NAD 83)
 HE1094_MARKER: DS = TRIANGULATION STATION DISK
 HE1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1094_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1094
 HE1094  HISTORY     - Date     Condition        Report By
 HE1094  HISTORY     - 1966     MONUMENTED       CGS
 HE1094
 HE1094                          STATION DESCRIPTION
 HE1094
 HE1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1094'THE STATION IS LOCATED 6-1/2 MILES SOUTH-SOUTHWEST OF SCAMMON,
 HE1094'6 MILES SOUTH-SOUTHEAST OF WEST MINERAL, 3 MILES NORTHWEST
 HE1094'OF COLUMBUS ON PROPERTY OWNED BY MR. JAMES LUCIAN.
 HE1094'
 HE1094'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 HE1094'SQUARE IN COLUMBUS, GO NORTH ON KANSAS STREET FOR 0.5 MILE TO
 HE1094'THE JUNCTION OF KANSAS STATE HIGHWAY 96.  TURN LEFT AND GO
 HE1094'WEST ON STATE HIGHWAY 96 FOR 2.4 MILES TO A CROSSROADS.  TURN
 HE1094'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.3 MILES TO THE
 HE1094'AZIMUTH MARK ON THE RIGHT, CONTINUE AHEAD FOR 0.2 MILE TO THE
 HE1094'STATION ON THE LEFT.
 HE1094'
 HE1094'THE STATION MARK IS A STANDARD DISK, STAMPED LUCIAN 1966, SET
 HE1094'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1094'THAT IS FLUSH WITH THE GROUND.  IT IS 36 FEET WEST OF THE
 HE1094'CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD, 21 FEET SOUTH OF
 HE1094'THE CENTERLINE OF MR. LUCIANS DRIVEWAY, 11.0 FEET WEST-NORTHWEST
 HE1094'OF A 24 INCH TREE THAT IS A FENCE CORNER POST AND 3.9 FEET
 HE1094'NORTH OF THE NORTH BARNYARD FENCE.
 HE1094'
 HE1094'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LUCIAN NO 1 1966,
 HE1094'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1094'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 24 FEET EAST
 HE1094'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1.4 FEET WEST
 HE1094'OF A FENCE, AND 1.4 FEET SOUTHWEST OF A POWER LINE POLE.
 HE1094'
 HE1094'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LUCIAN NO 2 1966,
 HE1094'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1094'THAT IS FLUSH WITH THE GROUND.  IT IS 57.8 FEET SOUTH-SOUTHEAST
 HE1094'OF THE SOUTHEAST CORNER OF MR. LUCIANS HOUSE, 18 FEET SOUTH OF
 HE1094'THE CENTERLINE OF THE DRIVEWAY AND 2.0 FEET NORTH OF THE NORTH
 HE1094'BARNYARD FENCE.  BOTH REFERENCE MARKS ARE AT APPROXIMATELY THE
 HE1094'SAME ELEVATION AS THE STATION.
 HE1094'
 HE1094'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LUCIAN 1966, SET
 HE1094'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1094'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 28 FEET EAST
 HE1094'OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 14 FEET SOUTH OF THE
 HE1094'CENTERLINE OF A DRIVEWAY AND 2.6 FEET WEST OF A POWER LINE POLE
 HE1094'WITH A WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0823 ***********************************************************************
 KH0823  DESIGNATION -  LUDELL
 KH0823  PID         -  KH0823
 KH0823  STATE/COUNTY-  KS/RAWLINS
 KH0823  USGS QUAD   -  LUDELL (1978)
 KH0823
 KH0823                         *CURRENT SURVEY CONTROL
 KH0823  ___________________________________________________________________
 KH0823* NAD 83(1997)-  39 48 50.90223(N)    100 57 43.66695(W)     ADJUSTED  
 KH0823* NAVD 88     -       920.     (meters)    3018.     (feet)  SCALED    
 KH0823  ___________________________________________________________________
 KH0823  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KH0823  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 KH0823
 KH0823  HORZ ORDER  -  THIRD
 KH0823
 KH0823.The horizontal coordinates were established by classical geodetic methods
 KH0823.and adjusted by the National Geodetic Survey in October 1998..
 KH0823
 KH0823.The orthometric height was scaled from a topographic map.
 KH0823
 KH0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0823
 KH0823.The geoid height was determined by GEOID03.
 KH0823
 KH0823;                    North         East     Units Scale Factor Converg.
 KH0823;SPC KS N     -   168,540.634   146,411.786   MT  1.00000514   -1 52 27.1
 KH0823;UTM  14      - 4,408,970.563   332,054.009   MT  0.99994726   -1 15 23.9
 KH0823
 KH0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0823!SPC KS N     -   0.99985942  x   1.00000514  =   0.99986456
 KH0823!UTM  14      -   0.99985942  x   0.99994726  =   0.99980669
 KH0823
 KH0823|---------------------------------------------------------------------|
 KH0823| PID    Reference Object                     Distance      Geod. Az  |
 KH0823|                                                           dddmmss.s |
 KH0823| CN9921 LUDELL RM 1                           8.357 METERS 08535     |
 KH0823| CN9922 LUDELL RM 2                          10.070 METERS 26538     |
 KH0823| CN9920 LUDELL AZ MK                                       2673339.3 |
 KH0823| KH0826 TRINITY LUTHERAN CHURCH CROSS       APPROX.11.9 KM 3594612.2 |
 KH0823|---------------------------------------------------------------------|
 KH0823
 KH0823                          SUPERSEDED SURVEY CONTROL
 KH0823
 KH0823  NAD 83(1997)-  39 48 50.90359(N)    100 57 43.66828(W) AD(       ) 3
 KH0823  NAD 83(1986)-  39 48 50.90480(N)    100 57 43.67021(W) AD(       ) 3
 KH0823  NAD 27      -  39 48 50.89700(N)    100 57 42.11200(W) AD(       ) 3
 KH0823
 KH0823.Superseded values are not recommended for survey control.
 KH0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0823.See file dsdata.txt to determine how the superseded data were derived.
 KH0823
 KH0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK3205408971(NAD 83)
 KH0823_MARKER: DS = TRIANGULATION STATION DISK
 KH0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0823
 KH0823  HISTORY     - Date     Condition        Report By
 KH0823  HISTORY     - 1951     MONUMENTED       CGS
 KH0823
 KH0823                          STATION DESCRIPTION
 KH0823
 KH0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0823'THE STATION IS LOCATED ABOUT 4.0 MILES EAST OF ATWOOD ON A
 KH0823'HIGH BANK ON THE ROAD RIGHT-OF-WAY, 75 FEET NORTH OF THE CENTER
 KH0823'OF U.S. HIGHWAY 36, 28 FEET WEST OF A TELEPHONE POLE AND 2
 KH0823'FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED LUDELL
 KH0823'1951 AND IS FLUSH WITH THE GROUND SURFACE.
 KH0823'
 KH0823'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 76 FEET NORTH
 KH0823'OF THE CENTER OF U.S. HIGHWAY 36, 1 FOOT WEST OF A TELEPHONE
 KH0823'POLE AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KH0823'LUDELL NO 1 1951 AND PROJECTS 4 INCHES.
 KH0823'
 KH0823'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 73 FEET NORTH
 KH0823'OF THE CENTER OF U.S. HIGHWAY 36 AND 4 FEET SOUTH OF AN EAST-WEST
 KH0823'FENCE LINE.  IT IS STAMPED LUDELL NO 2 1951 AND PROJECTS 1
 KH0823'INCH.
 KH0823'
 KH0823'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 105 FEET SOUTH
 KH0823'OF THE CENTER OF U.S. HIGHWAY 36, 1 FOOT NORTH OF AN EAST-WEST
 KH0823'FENCE LINE AND 1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED
 KH0823'LUDELL 1951 AND PROJECTS 4 INCHES.
 KH0823'
 KH0823'TO REACH THE STATION FROM THE POST OFFICE IN ATWOOD, GO NORTH
 KH0823'ON FIFTH STREET FOR 0.4 MILE TO U.S. HIGHWAY 36, TURN RIGHT
 KH0823'AND GO EAST ON U.S. HIGHWAY 36 FOR 3.15 MILES TO AZIMUTH MARK
 KH0823'ON RIGHT AS DESCRIBED.  CONTINUE EAST FOR 1.0 MILE TO STATION
 KH0823'ON HIGH BANK ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1441 ***********************************************************************
 JF1441  DESIGNATION -  LUDWIG
 JF1441  PID         -  JF1441
 JF1441  STATE/COUNTY-  KS/CHASE
 JF1441  USGS QUAD   -  HOMESTEAD (1973)
 JF1441
 JF1441                         *CURRENT SURVEY CONTROL
 JF1441  ___________________________________________________________________
 JF1441* NAD 83(1997)-  38 13 00.47716(N)    096 44 00.66765(W)     ADJUSTED  
 JF1441* NAVD 88     -       440.91   (+/-2cm)    1446.6    (feet)  VERTCON   
 JF1441  ___________________________________________________________________
 JF1441  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 JF1441  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 JF1441
 JF1441  HORZ ORDER  -  FIRST
 JF1441  VERT ORDER  -  THIRD ? (See Below)
 JF1441
 JF1441.The horizontal coordinates were established by classical geodetic methods
 JF1441.and adjusted by the National Geodetic Survey in October 1998..
 JF1441
 JF1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1441.The vertical order pertains to the NGVD 29 superseded value.
 JF1441
 JF1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1441
 JF1441.The geoid height was determined by GEOID03.
 JF1441
 JF1441;                    North         East     Units Scale Factor Converg.
 JF1441;SPC KS S     -   573,508.367   554,679.446   MT  0.99994951   +1 05 08.0
 JF1441;UTM  14      - 4,232,298.303   698,416.007   MT  1.00008488   +1 24 09.3
 JF1441
 JF1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1441!SPC KS S     -   0.99993546  x   0.99994951  =   0.99988497
 JF1441!UTM  14      -   0.99993546  x   1.00008488  =   1.00002033
 JF1441
 JF1441|---------------------------------------------------------------------|
 JF1441| PID    Reference Object                     Distance      Geod. Az  |
 JF1441|                                                           dddmmss.s |
 JF1441| CL4799 LUDWIG RM 1                          46.004 METERS 06704     |
 JF1441| CL4798 LUDWIG AZ MK 2                                     1665027.0 |
 JF1441| CL4797 LUDWIG AZ MK                                       1744725.5 |
 JF1441| JF1442 BURNS MUN WATER TANK                APPROX.19.2 KM 2243743.0 |
 JF1441| CL4800 LUDWIG RM 2                          30.474 METERS 30338     |
 JF1441| JF1451 YOUNGTOWN EVANGELICAL CH SPIRE      APPROX.23.9 KM 3395539.0 |
 JF1441|---------------------------------------------------------------------|
 JF1441
 JF1441                          SUPERSEDED SURVEY CONTROL
 JF1441
 JF1441  NAD 83(1997)-  38 13 00.48755(N)    096 44 00.66613(W) AD(       ) 1
 JF1441  NAD 83(1986)-  38 13 00.48722(N)    096 44 00.66683(W) AD(       ) 1
 JF1441  NAD 27      -  38 13 00.42636(N)    096 43 59.60869(W) AD(       ) 1
 JF1441  NGVD 29 (07/19/86)  440.75   (m)         1446.0    (f) LEVELING    3  
 JF1441
 JF1441.Superseded values are not recommended for survey control.
 JF1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1441.See file dsdata.txt to determine how the superseded data were derived.
 JF1441
 JF1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH9841632298(NAD 83)
 JF1441_MARKER: DS = TRIANGULATION STATION DISK
 JF1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1441_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1441
 JF1441  HISTORY     - Date     Condition        Report By
 JF1441  HISTORY     - 1935     MONUMENTED       CGS
 JF1441  HISTORY     - 1968     GOOD             CGS
 JF1441  HISTORY     - 1972     GOOD             NGS
 JF1441  HISTORY     - 1975     GOOD             NGS
 JF1441
 JF1441                          STATION DESCRIPTION
 JF1441
 JF1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1441'STATION IS ABOUT 5-1/2 MILES SOUTH OF CLEMENTS, 4-1/2 MILES NORTH
 JF1441'OF, AND 2-1/2 MILES EAST OF WONSEVU.  IN T. 21 S., R. 6 E., IN THE
 JF1441'NORTHWEST QUARTER OF SECTION 23.  ON A RIDGE ABOUT 1 MILE NORTH OF
 JF1441'COON CREEK.
 JF1441'
 JF1441'TO REACH FROM WONSEVU, GO 0.4 MILE NORTH ON A GRAVELED ROAD,
 JF1441'THENCE RIGHT (EAST) 2.25 MILES, THENCE LEFT (NORTH) 4.0 MILES,
 JF1441'THENCE LEFT (WEST) 0.15 MILE TO TOP OF HILL AND STATION ON
 JF1441'LEFT (SOUTH) IN THE NORTHWEST CORNER OF A BARN LOT.  FLUSH MARK
 JF1441'IS 40 FEET SOUTH OF CENTER LINE OF ROAD, 6 FEET SOUTH OF WIRE
 JF1441'FENCE, 6 FEET SOUTH AND 35 FEET WEST OF WEST END OF STONE FENCE.
 JF1441'
 JF1441'REFERENCE MARK NO. 1 IS 25 FEET NORTH OF CENTER LINE OF ROAD,
 JF1441'2 FEET NORTH OF EAST-WEST FENCE LINE AND PROJECTS 8 INCHES.
 JF1441'
 JF1441'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF CENTER LINE OF ROAD,
 JF1441'2 FEET NORTH OF EAST-WEST FENCE LINE AND PROJECTS 8 INCHES.
 JF1441'
 JF1441'AZIMUTH MARK IS REACHED BY GOING 0.15 MILE EAST, THENCE 1.3 MILES
 JF1441'SOUTH TO TOP OF HILL AND MARK ON RIGHT (WEST), ABOUT 250 FEET
 JF1441'SOUTH OF FENCE CORNER, 30 FEET WEST OF CENTER LINE OF ROAD, 2
 JF1441'FEET WEST OF NORTH-SOUTH FENCE LINE.
 JF1441'
 JF1441'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 JF1441'DESCRIBED.
 JF1441'
 JF1441'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 JF1441
 JF1441                          STATION RECOVERY (1968)
 JF1441
 JF1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1441'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JF1441'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 JF1441'SEARCHED FOR BUT NOT FOUND AND WAS ASSUMED THE MARK WAS DESTROYED
 JF1441'WHEN THE NORTH-SOUTH ROAD WAS WIDENED.
 JF1441'
 JF1441'A NEW AZIMUTH MARK WAS SET.
 JF1441'
 JF1441'FOLLOWING IS A COMPLETE DESCRIPTION.
 JF1441'
 JF1441'TO REACH THE STATION FROM THE RAILROAD CROSSING AT CLEMENTS, GO
 JF1441'EASTERLY ON CREEK ROAD FOR 0.65 MILE TO A STONE BRIDGE.  CONTINUE
 JF1441'EASTERLY AND SOUTH ON A SURFACED ROAD FOR 5.8 MILES TO CROSSROAD
 JF1441'AND FARM BUILDINGS IN THE SOUTHWEST ANGLE.  (CONTINUE SOUTH ON
 JF1441'A GRAVELED ROAD FOR 0.65 MILE TO A LOADING CHUTE AND THE AZIMUTH
 JF1441'MARK ON THE RIGHT.) TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 JF1441'FOR 0.15 MILE TO A RED BARN, BOARD GATE, AND THE STATION ON THE
 JF1441'LEFT.
 JF1441'
 JF1441'STATION MARK, A STANDARD DISK STAMPED LUDWIG 1935, IS SET IN THE
 JF1441'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 JF1441'THE GROUND.  IT IS 143 FEET EAST OF A CORNER FENCE POST AT THE
 JF1441'EAST FENCE OF A LANE, 92.5 FEET EAST OF A POWERLINE POLE, 49
 JF1441'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 32 FEET SOUTH
 JF1441'OF THE CENTER OF THE ROAD, 17 FEET WEST-SOUTHWEST OF THE WEST
 JF1441'GATE POST, AND 9 FEET SOUTH OF A METAL WITNESS POST SET IN AN
 JF1441'EAST-WEST FENCE.
 JF1441'
 JF1441'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LUDWIG NO. 1 1935,
 JF1441'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 JF1441'INCHES.  IT IS 73 FEET EAST OF A TELEPHONE POLE, 23 FEET NORTH
 JF1441'OF THE CENTER OF THE ROAD, AND 1 FOOT SOUTH OF A FENCE.
 JF1441'
 JF1441'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LUDWIG NO. 2 1935,
 JF1441'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 FOOT.
 JF1441'IT IS 50 FEET WEST OF THE WEST GATE POST FOR A GATE ON THE NORTH
 JF1441'SIDE OF THE ROAD, 24 FEET NORTH OF THE CENTER OF THE ROAD, AND 1
 JF1441'FOOT NORTH OF A FENCE.
 JF1441'
 JF1441'AZIMUTH MARK, A STANDARD DISK STAMPED LUDWIG 1935 1968, IS SET
 JF1441'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 JF1441'IT IS 68 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 JF1441'LOADING CHUTE, 31 FEET WEST OF THE CENTER OF A ROAD, 6 FEET
 JF1441'NORTH OF THE NORTH GATE POST, 1 FOOT EAST OF A FENCE, AND 1 FOOT
 JF1441'NORTH OF A METAL WITNESS POST.
 JF1441'
 JF1441'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5.5
 JF1441'MILES SOUTH OF CLEMENTS.
 JF1441
 JF1441                          STATION RECOVERY (1972)
 JF1441
 JF1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1441'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 JF1441'RECOVERED IN GOOD CONDITION AS DESCRIBED BY C.L.N. IN 1968.
 JF1441'A DIFFERENCE OF 2 MINUTES 19 SECONDS WAS NOTED IN THE DIRECTION
 JF1441'TO REFERENCE MARK 2 AND A DIFFERENCE OF 0.1 FOOT OR 0.030 METERS
 JF1441'SHORTER DISTANCE WAS NOTED TO THE MARK.  A DIFFERENCE OF 9.6
 JF1441'SECONDS WAS NOTED IN THE DIRECTION TO THE AZIMUTH MARK.  THE
 JF1441'PLUMB ON THE INSTRUMENT AND ALL TARGETS WERE CHECKED AND
 JF1441'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RE-OBSERVED.
 JF1441'
 JF1441'RM 1 TO RM 2 OBSTRUCTED BY POLES.
 JF1441
 JF1441                          STATION RECOVERY (1975)
 JF1441
 JF1441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JF1441'STATION, RM 1, RM 2 AND AZIMUTH MARKERS WERE RECOVERED AND FOUND TO
 JF1441'BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0868 ***********************************************************************
 HG0868  DESIGNATION -  LUKA
 HG0868  PID         -  HG0868
 HG0868  STATE/COUNTY-  KS/PRATT
 HG0868  USGS QUAD   -  PRATT (1968)
 HG0868
 HG0868                         *CURRENT SURVEY CONTROL
 HG0868  ___________________________________________________________________
 HG0868* NAD 83(1997)-  37 40 46.24246(N)    098 44 19.60263(W)     ADJUSTED  
 HG0868* NAVD 88     -       596.     (meters)    1955.     (feet)  SCALED    
 HG0868  ___________________________________________________________________
 HG0868  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 HG0868  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 HG0868
 HG0868  HORZ ORDER  -  FIRST
 HG0868
 HG0868.The horizontal coordinates were established by classical geodetic methods
 HG0868.and adjusted by the National Geodetic Survey in October 1998..
 HG0868
 HG0868.The orthometric height was scaled from a topographic map.
 HG0868
 HG0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0868
 HG0868.The geoid height was determined by GEOID03.
 HG0868
 HG0868;                    North         East     Units Scale Factor Converg.
 HG0868;SPC KS S     -   512,437.090   378,937.746   MT  0.99994451   -0 08 48.2
 HG0868;UTM  14      - 4,170,289.253   523,034.019   MT  0.99960653   +0 09 34.8
 HG0868
 HG0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0868!SPC KS S     -   0.99991073  x   0.99994451  =   0.99985525
 HG0868!UTM  14      -   0.99991073  x   0.99960653  =   0.99951730
 HG0868
 HG0868:                Primary Azimuth Mark                     Grid Az
 HG0868:SPC KS S     -  SAWYER MUNICIPAL TANK                    166 40 17.9
 HG0868:UTM  14      -  SAWYER MUNICIPAL TANK                    166 21 54.9
 HG0868
 HG0868|---------------------------------------------------------------------|
 HG0868| PID    Reference Object                     Distance      Geod. Az  |
 HG0868|                                                           dddmmss.s |
 HG0868| HG0846 SAWYER MUNICIPAL TANK               APPROX.20.6 KM 1663129.7 |
 HG0868| HG0871 PRATT MUNICIPAL TANK                APPROX. 3.2 KM 1674100.0 |
 HG0868| HG0700 LUKA AZ MK RESET                                   1804504.8 |
 HG0868| HG0870 PRATT RADIO STATION KWSK MAST       APPROX. 5.5 KM 1861750.2 |
 HG0868| HG0873 PRATT NINNESCAH ELEC COOP MAST      APPROX. 4.3 KM 2004539.8 |
 HG0868| CK9326 LUKA RM 2                            59.573 METERS 21552     |
 HG0868| CK9325 LUKA RM 1                            59.628 METERS 32404     |
 HG0868| HG0869 PRATT MUNICIPAL AIRPORT TANK        APPROX. 2.8 KM 3550506.2 |
 HG0868| CK9324 LUKA AZ MK 2                                       3591724.7 |
 HG0868|---------------------------------------------------------------------|
 HG0868
 HG0868                          SUPERSEDED SURVEY CONTROL
 HG0868
 HG0868  NAD 83(1997)-  37 40 46.24923(N)    098 44 19.60414(W) AD(       ) 1
 HG0868  NAD 83(1986)-  37 40 46.24895(N)    098 44 19.60217(W) AD(       ) 1
 HG0868  NAD 27      -  37 40 46.18400(N)    098 44 18.27200(W) AD(       ) 1
 HG0868
 HG0868.Superseded values are not recommended for survey control.
 HG0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0868.See file dsdata.txt to determine how the superseded data were derived.
 HG0868
 HG0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG2303470289(NAD 83)
 HG0868_MARKER: DS = TRIANGULATION STATION DISK
 HG0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0868+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2001
 HG0868
 HG0868  HISTORY     - Date     Condition        Report By
 HG0868  HISTORY     - 1938     MONUMENTED       CGS
 HG0868  HISTORY     - 1953     GOOD             CGS
 HG0868  HISTORY     - 1963     POOR             LOCENG
 HG0868  HISTORY     - 1964     GOOD             CGS
 HG0868  HISTORY     - 1968     GOOD             CGS
 HG0868  HISTORY     - 20011203 GOOD             KSDT
 HG0868
 HG0868                          STATION DESCRIPTION
 HG0868
 HG0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0868'STATION IS LOCATED 2.3 MILES NORTH OF PRATT, ON THE EAST
 HG0868'SIDE OF STATE HIGHWAY 9, NEAR THE WEST SIDE CENTER OF THE
 HG0868'SOUTHWEST QUARTER OF SECTION 22, T 27 S, R 13 W, IT IS 64
 HG0868'FEET EAST OF CENTER OF HIGHWAY ON THE WEST SIDE OF AN OPEN
 HG0868'CULTIVATED FIELD.
 HG0868'
 HG0868'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0868'BRONZE DISKS SET IN CONCRETE.
 HG0868'
 HG0868'THE REFERENCE MARKS ARE ABOUT 40 FEET WEST OF THE CENTER
 HG0868'OF THE HIGHWAY.
 HG0868'
 HG0868'THE AZIMUTH IS 1.3 MILES SOUTH OF THE STATION IN THE FENCE
 HG0868'CORNER IN THE NORTHEAST INTERSECTION OF DIRT ROAD AND STATE
 HG0868'HIGHWAY 8.
 HG0868'
 HG0868'NOTE- STATION SURFACE MARK IS SET ABOUT 18 INCHES BELOW
 HG0868'SURFACE OF GROUND.
 HG0868'
 HG0868'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HG0868
 HG0868                          STATION RECOVERY (1953)
 HG0868
 HG0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0868'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED
 HG0868'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK SHOWED SIGNS
 HG0868'OF HAVING BEEN MOVED AND IT WAS RESET IN A NEW LOCATION.
 HG0868'DUE TO A POWER-LINE BEING ERECTED OVER THE STATION MARK
 HG0868'AN ECCENTRIC POINT WAS SELECTED AND THE OBSERVATIONS MADE
 HG0868'FROM THERE.  ROAD CONDITIONS HAVE CHANGED AND A COMPLETE
 HG0868'NEW DESCRIPTION FOLLOWS.
 HG0868'
 HG0868'THE STATION IS IN SEC. 22, T 27 S, R 13 W, ABOUT 2 MILES
 HG0868'NORTH OF PRATT, 66 FEET EAST OF THE CENTER LINE OF U.S.
 HG0868'HIGHWAY 281, 30.6 FEET SOUTHEAST OF A POWER-LINE POLE AND
 HG0868'30.5 FEET SOUTHEAST OF A 4 IN X 4 IN WITNESS POST.
 HG0868'
 HG0868'TO REACH THE STATION FROM PRATT GO NORTH ON U.S. HIGHWAY
 HG0868'281 FOR 1.8 MILE TO THE STATION MARK ON THE RIGHT AS DESCRIBED,
 HG0868'CONTINUE NORTH ON THE HIGHWAY FOR 0.35 MILE TO THE AZIMUTH
 HG0868'MARK ON THE RIGHT AS DESCRIBED.
 HG0868'
 HG0868'THE STATION MARK IS 12 INCHES UNDERGROUND AND THE DISK IS
 HG0868'STAMPED LUKA 1938.
 HG0868'
 HG0868'REFERENCE MARK NO. 1 IS 40 FEET WEST OF THE HIGHWAY.  THE
 HG0868'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LUKA NO 1
 HG0868'1938.
 HG0868'
 HG0868'REFERENCE MARK NO. 2 IS 40 FEET WEST OF THE HIGHWAY.  THE
 HG0868'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LUKA NO 2
 HG0868'1938.
 HG0868'
 HG0868'THE AZIMUTH MARK IS 39 FEET EAST OF THE HIGHWAY, 2 FEET
 HG0868'SOUTHEAST OF A POWER-LINE POLE AND 2 FEET SOUTH OF A 4 IN
 HG0868'X 4 IN WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 HG0868'DISK IS STAMPED LUKA 1938 RESET 1953.
 HG0868'
 HG0868'HEIGHT OF LIGHT ABOVE MARK- 26 METERS.
 HG0868
 HG0868                          STATION RECOVERY (1963)
 HG0868
 HG0868'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 HG0868'RECOVERED BY COUNTY ASCS OFFICE.
 HG0868'
 HG0868'STATION FOUND IN ORIGINAL LOCATION, BUT IS ONLY APPROXIMATELY
 HG0868'5 INCHES BELOW LEVEL OF PLOWED FIELD.  COULD BE ACCIDENTLY
 HG0868'DISTURBED AT THIS DEPTH BY FARM MACHINERY.
 HG0868
 HG0868                          STATION RECOVERY (1964)
 HG0868
 HG0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 HG0868'THIS STATION WAS RECOVERED AS DESCRIBED BY JCW IN 1953 AND
 HG0868'ALL MARKS WERE FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 HG0868'FOLLOWS.
 HG0868'
 HG0868'STATION IS LOCATED ABOUT 2 MILES NORTH OF THE CITY OF PRATT
 HG0868'IN SECTION 22, T 27 S., R 13 W. IN A CULTIVATED FIELD, 67
 HG0868'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 281, AND 30.5
 HG0868'FEET SOUTHEAST OF A POWER POLE WITH A TRIANGULAR BLAZE.  THE
 HG0868'MARK IS 8 INCHES BELOW THE SURFACE OF THE GROUND AND THE
 HG0868'DISK IS STAMPED LUKA 1938.
 HG0868'
 HG0868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HG0868'54 AND 281 IN PRATT, GO NORTH ON U.S. HIGHWAY 281 FOR 2.3
 HG0868'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 HG0868'
 HG0868'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, 48 FEET
 HG0868'WEST OF THE CENTERLINE OF U.S. HIGHWAY 281, 11 FEET SOUTH
 HG0868'OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A NEW STEEL WITNESS
 HG0868'POST.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 HG0868'LUKA NO 1 1938.
 HG0868'
 HG0868'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 48 FEET
 HG0868'WEST OF THE CENTERLINE OF U.S. HIGHWAY 281, 25 FEET NORTH
 HG0868'OF A TELEPHONE POLE, AND 1 FOOT NORTH OF A NEW STEEL WITNESS
 HG0868'POST.  THE MARK IS 4 INCHES BELOW GROUND LEVEL AND THE DISK
 HG0868'IS STAMPED LUKA NO 2 1938.
 HG0868'
 HG0868'AZIMUTH MARK IS 0.35 MILE NORTH OF THE STATION, 142 FEET
 HG0868'SOUTH OF THE CENTERLINE OF DRIVEWAY TO H.D. BENWAY FARM
 HG0868'BUILDINGS, 2 FEET SOUTHEAST OF A POWER POLE, AND 1 FOOT
 HG0868'SOUTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6
 HG0868'INCHES AND THE DISK IS STAMPED LUKA 1938 RESET 1953.
 HG0868'
 HG0868'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 HG0868'U.S. HIGHWAY 281 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 HG0868'RIGHT.
 HG0868'
 HG0868'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HG0868
 HG0868                          STATION RECOVERY (1968)
 HG0868
 HG0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (PED)
 HG0868'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 HG0868'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.A.
 HG0868'EARLE 1964.
 HG0868
 HG0868                          STATION RECOVERY (2001)
 HG0868
 HG0868'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2001 (LDM)
 HG0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0700 ***********************************************************************
 HG0700  DESIGNATION -  LUKA AZ MK RESET
 HG0700  PID         -  HG0700
 HG0700  STATE/COUNTY-  KS/PRATT
 HG0700  USGS QUAD   -  PRATT (1968)
 HG0700
 HG0700                         *CURRENT SURVEY CONTROL
 HG0700  ___________________________________________________________________
 HG0700* NAD 83(1986)-  37 41 05.     (N)    098 44 20.     (W)     SCALED    
 HG0700* NAVD 88     -       594.901  (meters)    1951.77   (feet)  ADJUSTED  
 HG0700  ___________________________________________________________________
 HG0700  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 HG0700  DYNAMIC HT  -         594.406 (meters)    1950.15  (feet)  COMP
 HG0700  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 HG0700
 HG0700  VERT ORDER  -  FIRST     CLASS II
 HG0700
 HG0700.The horizontal coordinates were scaled from a topographic map and have
 HG0700.an estimated accuracy of +/- 6 seconds.
 HG0700
 HG0700.The orthometric height was determined by differential leveling
 HG0700.and adjusted by the National Geodetic Survey in June 1991..
 HG0700
 HG0700.The geoid height was determined by GEOID03.
 HG0700
 HG0700.The dynamic height is computed by dividing the NAVD 88
 HG0700.geopotential number by the normal gravity value computed on the
 HG0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0700.degrees latitude (g = 980.6199 gals.).
 HG0700
 HG0700.The modeled gravity was interpolated from observed gravity values.
 HG0700
 HG0700;                    North         East    Units  Estimated Accuracy
 HG0700;SPC KS S     -   513,020.      378,930.      MT  (+/- 180 meters Scaled)
 HG0700
 HG0700                          SUPERSEDED SURVEY CONTROL
 HG0700
 HG0700.No superseded survey control is available for this station.
 HG0700
 HG0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG230708(NAD 83)
 HG0700_MARKER: DZ = AZIMUTH MARK DISK
 HG0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0700_SP_SET: CONCRETE POST
 HG0700_STAMPING: LUKA 1938 RESET 1953
 HG0700_MARK LOGO: CGS   
 HG0700_PROJECTION: PROJECTING 15 CENTIMETERS
 HG0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0700+STABILITY: SURFACE MOTION
 HG0700
 HG0700  HISTORY     - Date     Condition        Report By
 HG0700  HISTORY     - 1953     MONUMENTED       CGS
 HG0700  HISTORY     - 1986     GOOD             NGS
 HG0700
 HG0700                          STATION DESCRIPTION
 HG0700
 HG0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0700'4.2 KM (2.6 MI) NORTH FROM PRATT.
 HG0700'4.24 KM (2.65 MI) NORTH ALONG US HIGHWAY 281 FROM THE JUNCTION OF US
 HG0700'HIGHWAY 54 AT PRATT, IN THE SOUTHEAST CORNER OF THE T JUNCTION OF A
 HG0700'DRIVEWAY, 14.0 METERS (46 FT) EAST OF THE HIGHWAY CENTERLINE, 40.5
 HG0700'METERS (133 FT) SOUTH OF THE CENTER OF THE DRIVEWAY AND 0.4 METER (1.5
 HG0700'FT) SOUTHEAST OF A POWER POLE.
 HG0700'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HG0700'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1119 ***********************************************************************
 HF1119  DESIGNATION -  LUMLEY
 HF1119  PID         -  HF1119
 HF1119  STATE/COUNTY-  KS/CHAUTAUQUA
 HF1119  USGS QUAD   -  PERU (1979)
 HF1119
 HF1119                         *CURRENT SURVEY CONTROL
 HF1119  ___________________________________________________________________
 HF1119* NAD 83(1997)-  37 02 25.73417(N)    096 03 36.32628(W)     ADJUSTED  
 HF1119* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 HF1119  ___________________________________________________________________
 HF1119  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 HF1119  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 HF1119
 HF1119  HORZ ORDER  -  FIRST
 HF1119
 HF1119.The horizontal coordinates were established by classical geodetic methods
 HF1119.and adjusted by the National Geodetic Survey in October 1998..
 HF1119
 HF1119.The orthometric height was scaled from a topographic map.
 HF1119
 HF1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1119
 HF1119.The geoid height was determined by GEOID03.
 HF1119
 HF1119;                    North         East     Units Scale Factor Converg.
 HF1119;SPC KS S     -   444,328.805   617,051.766   MT  1.00005215   +1 29 57.8
 HF1119;SPC OK N     -   228,135.173   772,582.110   MT  1.00006143   +1 08 41.4
 HF1119;SPC OK N     -   748,473.48  2,534,713.14   sFT  1.00006143   +1 08 41.4
 HF1119;UTM  14      - 4,103,406.113   761,474.583   MT  1.00044232   +1 46 19.0
 HF1119;UTM  15      - 4,103,743.643   227,833.781   MT  1.00051263   -1 50 40.1
 HF1119
 HF1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1119!SPC KS S     -   0.99995518  x   1.00005215  =   1.00000733
 HF1119!SPC OK N     -   0.99995518  x   1.00006143  =   1.00001661
 HF1119!UTM  14      -   0.99995518  x   1.00044232  =   1.00039748
 HF1119!UTM  15      -   0.99995518  x   1.00051263  =   1.00046779
 HF1119
 HF1119|---------------------------------------------------------------------|
 HF1119| PID    Reference Object                     Distance      Geod. Az  |
 HF1119|                                                           dddmmss.s |
 HF1119| CL4803 LUMLEY RM 2                           5.431 METERS 06237     |
 HF1119| HE0850 CANEY MUNICIPAL STANDPIPE           APPROX. 9.5 KM 0974806.9 |
 HF1119| CL4801 LUMLEY AZ MK                                       0993048.9 |
 HF1119| CL4802 LUMLEY RM 1                           6.124 METERS 35306     |
 HF1119|---------------------------------------------------------------------|
 HF1119
 HF1119                          SUPERSEDED SURVEY CONTROL
 HF1119
 HF1119  NAD 83(1997)-  37 02 25.73551(N)    096 03 36.32470(W) AD(       ) 1
 HF1119  NAD 83(1986)-  37 02 25.75007(N)    096 03 36.30523(W) AD(       ) 1
 HF1119  NAD 27      -  37 02 25.51325(N)    096 03 35.35102(W) AD(       ) 1
 HF1119
 HF1119.Superseded values are not recommended for survey control.
 HF1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1119.See file dsdata.txt to determine how the superseded data were derived.
 HF1119
 HF1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG6147503406(NAD 83)
 HF1119_MARKER: DS = TRIANGULATION STATION DISK
 HF1119_SETTING: 80 = SET IN A BOULDER
 HF1119_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HF1119
 HF1119  HISTORY     - Date     Condition        Report By
 HF1119  HISTORY     - 1962     MONUMENTED       CGS
 HF1119  HISTORY     - 19840701 GOOD             KSDT
 HF1119
 HF1119                          STATION DESCRIPTION
 HF1119
 HF1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HF1119'STATION IS ON A LOW HILL, THAT HAS SCATTERED OAK TREES ON TOP.
 HF1119'IT IS ABOUT 3-1/2 MILES SOUTHEAST OF PERU, 3 MILES SOUTHEAST
 HF1119'OF NIOTAZE AND 2-3/4 MILES NORTH OF THE KANSAS-OKLAHOMA
 HF1119'STATE LINE.
 HF1119'
 HF1119'TO REACH THE STATION FROM THE POST OFFICE IN NIOTAZE, GO
 HF1119'WEST ON U.S. HIGHWAY 166 FOR 1.25 MILES TO A SIDE ROAD LEFT.
 HF1119'TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 1.6 MILES TO
 HF1119'A SIDE ROAD RIGHT.  CONTINUE SOUTHERLY ON DIRT ROAD FOR 1.2
 HF1119'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON DIRT
 HF1119'ROAD FOR 0.05 MILE TO A T-ROAD INTERSECTION.  TURN RIGHT AND
 HF1119'GO WESTERLY FOR 0.15 MILE TO WHERE THE MAIN ROAD TURNS BACK
 HF1119'SOUTH AND A WIRE GATE ON THE RIGHT AND THE END OF TRUCK
 HF1119'TRAVEL.  FROM HERE PACK NORTHEASTERLY TO THE TOP OF THE
 HF1119'HILL AND THE STATION, ABOUT A 5 MINUTE PACK.
 HF1119'
 HF1119'STATION MARK IS A STANDARD DISK, STAMPED LUMLEY 1962, CEMENTED
 HF1119'IN A DRILL HOLE IN A 5 X 8 FOOT BOULDER PROJECTING 18 INCHES.
 HF1119'IT IS 14 FEET SOUTH-SOUTHEAST OF A 6 INCH OAK TREE WITH A
 HF1119'TRIANGLE ON THE SOUTHWEST SIDE AND 3.8 FEET SOUTH OF A WITNESS
 HF1119'POST.
 HF1119'
 HF1119'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LUMLEY NO 1 1962,
 HF1119'CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT OUTCROP OF ROCK
 HF1119'PROJECTING 10 INCHES.  IT IS 16.5 FEET NORTH OF THE WITNESS
 HF1119'POST AND 9 FEET NORTH-NORTHEAST OF THE OAK TREE.  IT IS
 HF1119'ABOUT 1 FOOT LOWER THAN THE STATION.
 HF1119'
 HF1119'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LUMLEY NO 2
 HF1119'1962, CEMENTED IN A DRILL HOLE IN A 3 X 7 FOOT OUTCROP OF ROCK
 HF1119'PROJECTING 6 INCHES.  IT IS 23 FEET EAST-SOUTHEAST OF THE
 HF1119'OAK TREE AND 16 FEET EAST OF THE WITNESS POST.  IT IS ABOUT
 HF1119'1-1/2 FOOT LOWER THAN THE STATION.
 HF1119'
 HF1119'AZIMUTH MARK IS A STANDARD DISK, STAMPED LUMLEY 1962, CEMENTED
 HF1119'IN A DRILL HOLE IN A 3 X 3 FOOT OUTCROP OF ROCK PROJECTING
 HF1119'4 INCHES.  IT IS 85.5 FEET NORTH OF A FENCE CORNER, 23 FEET
 HF1119'WEST OF THE CENTERLINE OF A DIRT ROAD AND 4.6 FEET WEST OF
 HF1119'A WITNESS POST.
 HF1119
 HF1119                          STATION RECOVERY (1984)
 HF1119
 HF1119'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1984 (JHB)
 HF1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0641 ***********************************************************************
 KG0641  DESIGNATION -  LURAY
 KG0641  PID         -  KG0641
 KG0641  STATE/COUNTY-  KS/RUSSELL
 KG0641  USGS QUAD   -  LURAY (1978)
 KG0641
 KG0641                         *CURRENT SURVEY CONTROL
 KG0641  ___________________________________________________________________
 KG0641* NAD 83(1997)-  39 07 05.50946(N)    098 38 59.80415(W)     ADJUSTED  
 KG0641* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 KG0641  ___________________________________________________________________
 KG0641  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 KG0641  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 KG0641
 KG0641  HORZ ORDER  -  SECOND
 KG0641
 KG0641.The horizontal coordinates were established by classical geodetic methods
 KG0641.and adjusted by the National Geodetic Survey in October 1998..
 KG0641
 KG0641.The orthometric height was scaled from a topographic map.
 KG0641
 KG0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0641
 KG0641.The geoid height was determined by GEOID03.
 KG0641
 KG0641;                    North         East     Units Scale Factor Converg.
 KG0641;SPC KS N     -    87,330.177   343,794.102   MT  0.99995951   -0 24 40.4
 KG0641;UTM  14      - 4,329,951.497   530,261.367   MT  0.99961128   +0 13 15.1
 KG0641
 KG0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0641!SPC KS N     -   0.99992879  x   0.99995951  =   0.99988830
 KG0641!UTM  14      -   0.99992879  x   0.99961128  =   0.99954009
 KG0641
 KG0641|---------------------------------------------------------------------|
 KG0641| PID    Reference Object                     Distance      Geod. Az  |
 KG0641|                                                           dddmmss.s |
 KG0641| CN9924 LURAY RM 1                           22.258 METERS 01925     |
 KG0641| CN9923 LURAY AZ MK                                        0880820.2 |
 KG0641| CN9925 LURAY RM 2                           12.243 METERS 09600     |
 KG0641| KG0645 LURAY MUNICIPAL TANK                APPROX. 3.8 KM 2672504.9 |
 KG0641| KG0649 WALDO MUNICIPAL TANK                APPROX.12.6 KM 2711359.9 |
 KG0641|---------------------------------------------------------------------|
 KG0641
 KG0641                          SUPERSEDED SURVEY CONTROL
 KG0641
 KG0641  NAD 83(1986)-  39 07 05.51755(N)    098 38 59.80493(W) AD(       ) 2
 KG0641  NAD 27      -  39 07 05.47700(N)    098 38 58.54300(W) AD(       ) 2
 KG0641
 KG0641.Superseded values are not recommended for survey control.
 KG0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0641.See file dsdata.txt to determine how the superseded data were derived.
 KG0641
 KG0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ3026129951(NAD 83)
 KG0641_MARKER: DS = TRIANGULATION STATION DISK
 KG0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0641
 KG0641  HISTORY     - Date     Condition        Report By
 KG0641  HISTORY     - 1950     MONUMENTED       CGS
 KG0641
 KG0641                          STATION DESCRIPTION
 KG0641
 KG0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0641'THE STATION IS LOCATED ABOUT 8.0 MILES EAST OF WALDO, 2.0
 KG0641'MILES EAST AND 0.35 NORTH OF LURAY.  IT IS 34.0 FEET SOUTH
 KG0641'OF THE CENTER OF ROAD, 15.0 FEET EAST OF A FIELD ENTRANCE,
 KG0641'4.5 FEET NORTH OF A TRIANGULAR BLAZED FENCE POST AND 4.0
 KG0641'FEET NORTH OF A WITNESS POST.  IT IS STAMPED LURAY 1950
 KG0641'AND PROJECTS 2 INCHES.
 KG0641'
 KG0641'REFERENCE MARK NO. 1 IS 36.0 FEET NORTH OF THE CENTER OF
 KG0641'ROAD, 26.0 FEET EAST OF A NORTH-SOUTH ROAD, 18.0 FEET SOUTH
 KG0641'OF A FIELD ENTRANCE AND 2.0 FEET SOUTH OF A CORNER POST.
 KG0641'IT IS STAMPED LURAY NO 1 1950 AND PROJECTS 3 INCHES.
 KG0641'
 KG0641'REFERENCE MARK NO. 2 IS 38.0 FEET SOUTH OF THE CENTER OF
 KG0641'THE ROAD, 27.0 FEET EAST OF A FIELD ENTRANCE AND 1.0 FOOT
 KG0641'NORTH OF A FENCE LINE.  IT IS STAMPED LURAY NO 2 1950 AND
 KG0641'PROJECTS 5 INCHES.
 KG0641'
 KG0641'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 74.77 FEET.
 KG0641'
 KG0641'THE AZIMUTH MARK IS 40.5 FEET NORTH OF THE CENTER OF ROAD,
 KG0641'21.5 FEET WEST OF THE CENTER OF A WIRE GATE, 2.5 FEET NORTHEAST
 KG0641'OF A WITNESS POST AND 1.0 FOOT SOUTH OF A FENCE LINE.  IT
 KG0641'IS STAMPED LURAY 1950 AND PROJECTS 4 INCHES.
 KG0641'
 KG0641'TO REACH THE STATION FROM THE POST OFFICE IN LURAY, GO NORTH
 KG0641'ON ROAD FOR 0.35 MILE TO A T-ROAD, TURN RIGHT AND GO EAST
 KG0641'ON GRADED ROAD FOR 2.35 MILES TO A T-ROAD ON THE LEFT AND
 KG0641'THE STATION ON THE RIGHT AS DESCRIBED.  (CONTINUE EAST ON
 KG0641'GRADED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT
 KG0641'AS DESCRIBED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0645 ***********************************************************************
 KG0645  DESIGNATION -  LURAY MUNICIPAL TANK
 KG0645  PID         -  KG0645
 KG0645  STATE/COUNTY-  KS/RUSSELL
 KG0645  USGS QUAD   -  LURAY (1978)
 KG0645
 KG0645                         *CURRENT SURVEY CONTROL
 KG0645  ___________________________________________________________________
 KG0645* NAD 83(1997)-  39 06 59.96190(N)    098 41 36.88765(W)     ADJUSTED  
 KG0645* NAVD 88     -                                                        
 KG0645  ___________________________________________________________________
 KG0645  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 KG0645  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 KG0645
 KG0645  HORZ ORDER  -  THIRD
 KG0645
 KG0645.The horizontal coordinates were established by classical geodetic methods
 KG0645.and adjusted by the National Geodetic Survey in October 1998..
 KG0645
 KG0645
 KG0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0645
 KG0645.The geoid height was determined by GEOID03.
 KG0645
 KG0645;                    North         East     Units Scale Factor Converg.
 KG0645;SPC KS N     -    87,187.104   340,019.462   MT  0.99995957   -0 26 19.8
 KG0645;UTM  14      - 4,329,766.854   526,489.855   MT  0.99960864   +0 11 36.0
 KG0645
 KG0645                          SUPERSEDED SURVEY CONTROL
 KG0645
 KG0645  NAD 83(1986)-  39 06 59.96984(N)    098 41 36.88821(W) AD(       ) 4
 KG0645  NAD 27      -  39 06 59.93000(N)    098 41 35.62000(W) AD(       ) 3
 KG0645
 KG0645.Superseded values are not recommended for survey control.
 KG0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0645.See file dsdata.txt to determine how the superseded data were derived.
 KG0645
 KG0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2649029767(NAD 83)
 KG0645_MARKER: 53 = ELEVATED TANK
 KG0645
 KG0645  HISTORY     - Date     Condition        Report By
 KG0645  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0645
 KG0645                          STATION DESCRIPTION
 KG0645
 KG0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0645'THE STATION IS LOCATED ON THE SUMMIT OF HILL AT THE NORTHWEST
 KG0645'EDGE OF LURAY, 95 FEET NORTH OF SCHOOL HOUSE AND 60 FEET NORTH
 KG0645'OF EAST-WEST STREET.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING
 KG0645'THE TANK PROPER WITH AN OVERALL HEIGHT OF 110 FEET.  IT HAS
 KG0645'LURAY ON THE SOUTH SIDE OF THE TANK.  THE POINT OBSERVED UPON
 KG0645'WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0950 ***********************************************************************
 HH0950  DESIGNATION -  LUSK
 HH0950  PID         -  HH0950
 HH0950  STATE/COUNTY-  KS/SEWARD
 HH0950  USGS QUAD   -  KISMET SW (1971)
 HH0950
 HH0950                         *CURRENT SURVEY CONTROL
 HH0950  ___________________________________________________________________
 HH0950* NAD 83(1997)-  37 00 26.39989(N)    100 42 08.23062(W)     ADJUSTED  
 HH0950* NAVD 88     -       840.2    (meters)    2757.     (feet)  VERTCON   
 HH0950  ___________________________________________________________________
 HH0950  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 HH0950  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 HH0950
 HH0950  HORZ ORDER  -  FIRST
 HH0950
 HH0950.The horizontal coordinates were established by classical geodetic methods
 HH0950.and adjusted by the National Geodetic Survey in October 1998..
 HH0950
 HH0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0950
 HH0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0950
 HH0950.The geoid height was determined by GEOID03.
 HH0950
 HH0950;                    North         East     Units Scale Factor Converg.
 HH0950;SPC KS S     -   440,124.622   203,995.898   MT  1.00006109   -1 21 12.1
 HH0950;SPC OK N     -   226,079.083   359,506.444   MT  1.00005277   -1 35 41.1
 HH0950;SPC OK N     -   741,727.79  1,179,480.73   sFT  1.00005277   -1 35 41.1
 HH0950;UTM  14      - 4,097,040.356   348,545.613   MT  0.99988258   -1 01 29.4
 HH0950
 HH0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0950!SPC KS S     -   0.99987240  x   1.00006109  =   0.99993349
 HH0950!SPC OK N     -   0.99987240  x   1.00005277  =   0.99992517
 HH0950!UTM  14      -   0.99987240  x   0.99988258  =   0.99975500
 HH0950
 HH0950:                Primary Azimuth Mark                     Grid Az
 HH0950:SPC KS S     -  KISMET MUNICIPAL WATER TANK              001 44 31.2
 HH0950:SPC OK N     -  KISMET MUNICIPAL WATER TANK              001 59 00.2
 HH0950:UTM  14      -  KISMET MUNICIPAL WATER TANK              001 24 48.5
 HH0950
 HH0950|---------------------------------------------------------------------|
 HH0950| PID    Reference Object                     Distance      Geod. Az  |
 HH0950|                                                           dddmmss.s |
 HH0950| HH0952 KISMET MUNICIPAL WATER TANK         APPROX.21.6 KM 0002319.1 |
 HH0950| HH0940 PLAINS MUNICIPAL WATER TANK         APPROX.29.5 KM 0192220.0 |
 HH0950| CK9332 LUSK RM 1                            48.558 METERS 02248     |
 HH0950| CK9330 LUSK AZ MK                                         1343308.8 |
 HH0950| CK9331 LUSK AZ MK RESET                                   1343308.2 |
 HH0950| HH0959 LIBERAL LIGHTS GRAIN ELEV           APPROX.20.1 KM 2784629.5 |
 HH0950| HH0957 LIBERAL NEW MUN TANK                APPROX.19.4 KM 2793115.0 |
 HH0950| HH0966 LIBERAL MUNICIPAL WATER TANK        APPROX.20.2 KM 2821021.0 |
 HH0950| HH0963 LIBERAL ATT MICROWAVE               APPROX.21.8 KM 3023313.7 |
 HH0950| CK9333 LUSK RM 2                            26.033 METERS 30436     |
 HH0950|---------------------------------------------------------------------|
 HH0950
 HH0950                          SUPERSEDED SURVEY CONTROL
 HH0950
 HH0950  NAD 83(1997)-  37 00 26.40908(N)    100 42 08.23249(W) AD(       ) 1
 HH0950  NAD 83(1986)-  37 00 26.40964(N)    100 42 08.22922(W) AD(       ) 1
 HH0950  NAD 27      -  37 00 26.31295(N)    100 42 06.66227(W) AD(       ) 1
 HH0950  NGVD 29 (07/19/86)  839.8    (m)         2755.     (f) VERT ANG       
 HH0950
 HH0950.Superseded values are not recommended for survey control.
 HH0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0950.See file dsdata.txt to determine how the superseded data were derived.
 HH0950
 HH0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLF4854697040(NAD 83)
 HH0950_MARKER: DS = TRIANGULATION STATION DISK
 HH0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0950
 HH0950  HISTORY     - Date     Condition        Report By
 HH0950  HISTORY     - 1934     MONUMENTED       CGS
 HH0950  HISTORY     - 1962     GOOD             USGS
 HH0950  HISTORY     - 1968     GOOD             CGS
 HH0950  HISTORY     - 1970     GOOD             NGS
 HH0950
 HH0950                          STATION DESCRIPTION
 HH0950
 HH0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0950'ABOUT 13 MILES SOUTH OF EAST OF LIBERAL AND 1/2 MILE NORTH OF
 HH0950'KANSAS-OKLAHOMA STATE LINE, IN NORTHEAST QUARTER SEC. 16, T.
 HH0950'43 S., R. 31 W., ON LAND OWNED AND OCCUPIED BY A MR. LUSK.
 HH0950'
 HH0950'STATION IS ON HIGHEST POINT OF SAND HILL WHICH IS AMONG SEVERAL
 HH0950'SIMILAR ONES.  STATION IS ABOUT 0.5 MILE NORTH OF KANSAS-OKLAHOMA
 HH0950'STATE LINE AND IN A NORTH-WESTERLY DIRECTION FROM MR. LUSKS
 HH0950'HOUSE.
 HH0950'
 HH0950'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION DOWN SLOPE OF SAND
 HH0950'HILL.
 HH0950'
 HH0950'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION.
 HH0950'
 HH0950'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION IN THE NORTHWEST
 HH0950'FENCE CORNER OF MR. LUSKS CORRAL AROUND FARM BUILDINGS.
 HH0950'
 HH0950'STATION REACHED FROM LIBERAL BY GOING SOUTH ACROSS TRACKS 0.15
 HH0950'MILE.  TURN EAST AND GO 14.0 MILES TO WHERE GRADE TURNS SOUTH.
 HH0950'GO 2.7 MILES TO STATE LINE, TURN WEST 0.9 MILE TO MR. LUSKS
 HH0950'HOUSE.  STATION IS ABOUT 0.5 MILE NORTHWEST FROM THIS POINT.
 HH0950'MAKE LOCAL INQUIRY.
 HH0950'
 HH0950'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2, 165.61 FEET.
 HH0950'
 HH0950'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HH0950'DESCRIBED.
 HH0950'
 HH0950'HEIGHT OF LIGHT ABOVE STATION MARK - 10.04 METERS.
 HH0950
 HH0950                          STATION RECOVERY (1962)
 HH0950
 HH0950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HH0950'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HH0950
 HH0950                          STATION RECOVERY (1968)
 HH0950
 HH0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HH0950'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 HH0950'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 HH0950'AZIMUTH MARK WAS RECOVERED BUT THE MARK WAS PROJECTING ABOUT
 HH0950'2 FEET.  THIS MARK WAS LOWERED VERTICALLY IN PLACE.
 HH0950'
 HH0950'FOLLOWING IS A NEW TO REACH FOR THE STATION AND NOTES FOR THE
 HH0950'AZIMUTH MARK.
 HH0950'
 HH0950'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND
 HH0950'83 WHICH IS 1/2 MILE SOUTH OF THE CENTER OF LIBERAL, GO EAST
 HH0950'ON U.S. HIGHWAY 54 FOR 1.3 MILES TO AN INTERSECTION.  TURN RIGHT
 HH0950'AND GO EAST ON A MACADAM ROAD FOR 13.15 MILES TO WHERE THE ROAD
 HH0950'CURVES RIGHT AND SOUTH.  CONTINUE ON FOR 2.75 MILES TO A
 HH0950'T-INTERSECTION AND THE KANSAS-OKLAHOMA STATE LINE.  TURN RIGHT
 HH0950'AND GO WEST THEN SOUTH ON A DIRT ROAD FOR 0.75 MILE TO A
 HH0950'CROSSROAD.  TURN RIGHT AND GO WEST OVER A CATTLE GUARD FOR 1.0
 HH0950'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH ON A TRACK
 HH0950'ROAD FOR 0.8 MILE TO A WIRE GATE AND A WINDMILL.  (AZIMUTH
 HH0950'MARK IS 95 PACES NORTH OF THE WINDMILL) PASS THROUGH WIRE
 HH0950'GATE AND CONTINUE NORTH AND WEST ON A TRACK ROAD FOR 0.5
 HH0950'MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND GO
 HH0950'WEST-NORTHWEST, LEAVING THE TRACK ROAD, OVER OPEN RANGE
 HH0950'FOR 0.55 MILE TO THE TOP OF HIGHEST HILL AND THE
 HH0950'STATION.
 HH0950'
 HH0950'AZIMUTH MARK, A STANDARD DISK STAMPED LUSK 1934 AZIMUTH 1968,
 HH0950'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 HH0950'INCHES.  IT IS 95 PACES NORTH OF A WINDMILL.
 HH0950'
 HH0950'NOTE--CONTACT MR. LAWRENCE TAYLOR WHO LIVES SOUTH OF THE STATION
 HH0950'BEFORE ENTERING PROPERTY.
 HH0950'
 HH0950'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12
 HH0950'MILES ESE OF LIBERAL
 HH0950
 HH0950                          STATION RECOVERY (1970)
 HH0950
 HH0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0950'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. A
 HH0950'SHORTER MEASUREMENT WAS OBTAINED TO BOTH REFERENCE MARKS.  THE
 HH0950'AZIMUTH MARK WAS FOUND TO BE STAMPED LUSK 1934 1968.  NO DATA WAS
 HH0950'AVAILABLE AT THIS TIME TO EXPLAIN THE 1968 DATE AND IT IS ASSUMED
 HH0950'TO HAVE BEEN DONE BY MARK MAINTENANCE PERSONNEL.  A NEW DESCRIPTION
 HH0950'FOLLOWS.
 HH0950'
 HH0950'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF LIBERAL, 1/2 MILE
 HH0950'NORTH OF THE KANSAS-OKLAHOMA STATE LINE AND ON A SANDY KNOLL IN A
 HH0950'PASTURE.
 HH0950'
 HH0950'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 270, 83 AND 54
 HH0950'IN LIBERAL, GO NORTHEAST ON US HIGHWAY 54 FOR 1.3 MILES TO A SIDE
 HH0950'ROAD RIGHT, TURN RIGHT AND GO EAST ON A SURFACE ROAD FOR 13.2 MILES
 HH0950'TO WHERE THE MAIN ROAD TURNS RIGHT AND LEADS SOUTH, TURN RIGHT AND
 HH0950'GO SOUTH FOR 2.75 MILES TO A T INTERSECTION AT THE KANSAS-OKLAHOMA
 HH0950'STATE LINE, TURN RIGHT AND GO WEST AND SOUTH ON THE MAIN DIRT
 HH0950'ROAD FOR 0.75 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A
 HH0950'DIRT ROAD FOR 1.0 MILE TO WHERE THE MAIN ROAD TURNS LEFT AND LEADS
 HH0950'SOUTH AND A FIELD ROAD LEADS NORTH, TURN RIGHT AND GO NORTH ON THE
 HH0950'FIELD ROAD FOR 0.4 MILE TO A GATE AND A WINDMILL, PASS THROUGH THE
 HH0950'GATE AND CONTINUE NORTH FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 HH0950'LEFT, CONTINUE NORTHWESTERLY ON A SAND ROAD FOR 0.4 MILE TO
 HH0950'A GATE, PASS THROUGH THE GATE AND CONTINUE ON THE MAIN SAND ROAD FOR
 HH0950'0.15 MILE TO A FORK AND A FENCE CORNER ON THE RIGHT, KEEP THE LEFT
 HH0950'FORK AND GO WESTERLY ON THE MAIN ROAD FOR 0.5 MILE TO A DIM TRACK
 HH0950'ROAD LEFT, JUST AFTER CROSSING OVER A SAND RIDGE, TURN LEFT AND GO
 HH0950'SOUTH ON THE DIM TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE KNOLL
 HH0950'AND THE STATION.
 HH0950'
 HH0950'THE STATION MARK IS A STANDARD DISK STAMPED LUSK 1934, SET IN THE TOP
 HH0950'OF A SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS 4.0 FEET WEST
 HH0950'OF A WITNESS POST.
 HH0950'
 HH0950'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LUSK NO 1 1934, SET IN
 HH0950'THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS 1.5
 HH0950'FEET WEST OF A WITNESS POST AND ABOUT 10 FEET LOWER IN ELEVATION THAN
 HH0950'THE STATION MARK.
 HH0950'
 HH0950'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LUSK NO 2 1934, SET IN
 HH0950'THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS 1.5
 HH0950'FEET EAST OF A WITNESS POST AND ABOUT 3 FEET LOWER IN ELEVATION THAN
 HH0950'THE STATION MARK.
 HH0950'
 HH0950'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LUSK 1934 1968, SET IN
 HH0950'THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS ABOUT
 HH0950'300 FEET NORTHWEST OF A WINDMILL, 117 FEET WEST OF THE CENTER OF THE
 HH0950'SAND ROAD, 30 FEET NORTHWEST OF A SANDY RISE WHICH IS ABOUT 5 FEET
 HH0950'HIGHER IN ELEVATION THAN THE MARK AND 1.2 FEET NORTHWEST OF A
 HH0950'WITNESS POST.
 HH0950'
 HH0950'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO THE CREST
 HH0950'OF THE KNOLL ON LINE.
 HH0950'
 HH0950'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES SOUTHEAST
 HH0950'OF LIBERAL.
 HH0950'
 HH0950'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0451 ***********************************************************************
 JF0451  DESIGNATION -  LUTHI
 JF0451  PID         -  JF0451
 JF0451  STATE/COUNTY-  KS/DICKINSON
 JF0451  USGS QUAD   -  CHAPMAN (1979)
 JF0451
 JF0451                         *CURRENT SURVEY CONTROL
 JF0451  ___________________________________________________________________
 JF0451* NAD 83(1997)-  38 57 44.53201(N)    097 04 26.26569(W)     ADJUSTED  
 JF0451* NAVD 88     -       368.883  (meters)    1210.24   (feet)  ADJUSTED  
 JF0451  ___________________________________________________________________
 JF0451  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 JF0451  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 JF0451  DYNAMIC HT  -         368.625 (meters)    1209.40  (feet)  COMP
 JF0451  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 JF0451
 JF0451  HORZ ORDER  -  SECOND
 JF0451  VERT ORDER  -  SECOND    CLASS 0
 JF0451
 JF0451.The horizontal coordinates were established by classical geodetic methods
 JF0451.and adjusted by the National Geodetic Survey in October 1998..
 JF0451
 JF0451.The orthometric height was determined by differential leveling
 JF0451.and adjusted by the National Geodetic Survey in June 1991..
 JF0451.WARNING-Repeat measurements at this control monument indicate possible
 JF0451.vertical movement.
 JF0451
 JF0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0451
 JF0451.The geoid height was determined by GEOID03.
 JF0451
 JF0451.The dynamic height is computed by dividing the NAVD 88
 JF0451.geopotential number by the normal gravity value computed on the
 JF0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0451.degrees latitude (g = 980.6199 gals.).
 JF0451
 JF0451.The modeled gravity was interpolated from observed gravity values.
 JF0451
 JF0451;                    North         East     Units Scale Factor Converg.
 JF0451;SPC KS N     -    70,240.130   480,257.904   MT  0.99996944   +0 35 09.3
 JF0451;UTM  14      - 4,314,364.805   666,873.899   MT  0.99994290   +1 12 41.0
 JF0451
 JF0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0451!SPC KS N     -   0.99994670  x   0.99996944  =   0.99991614
 JF0451!UTM  14      -   0.99994670  x   0.99994290  =   0.99988960
 JF0451
 JF0451:                Primary Azimuth Mark                     Grid Az
 JF0451:SPC KS N     -  CHAPMAN MUN STANDPIPE                    069 08 27.0
 JF0451:UTM  14      -  CHAPMAN MUN STANDPIPE                    068 30 55.3
 JF0451
 JF0451|---------------------------------------------------------------------|
 JF0451| PID    Reference Object                     Distance      Geod. Az  |
 JF0451|                                                           dddmmss.s |
 JF0451| JF1489 CHAPMAN MUN STANDPIPE               APPROX. 4.3 KM 0694336.3 |
 JF0451| JF0450 LUTHI RM 1                           26.737 METERS 17911     |
 JF0451| JF0449 LUTHI RM 2                           21.972 METERS 23559     |
 JF0451| JF0452 LUTHI AZ MK                                        3580313.4 |
 JF0451|---------------------------------------------------------------------|
 JF0451
 JF0451                          SUPERSEDED SURVEY CONTROL
 JF0451
 JF0451  NAD 83(1986)-  38 57 44.53921(N)    097 04 26.26574(W) AD(       ) 2
 JF0451  NAD 27      -  38 57 44.54480(N)    097 04 25.21480(W) AD(       ) 2
 JF0451  NGVD 29 (??/??/92)  368.772  (m)         1209.88   (f) ADJ UNCH    2 0
 JF0451
 JF0451.Superseded values are not recommended for survey control.
 JF0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0451.See file dsdata.txt to determine how the superseded data were derived.
 JF0451
 JF0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6687414365(NAD 83)
 JF0451_MARKER: DS = TRIANGULATION STATION DISK
 JF0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0451_SP_SET: CONCRETE POST
 JF0451_STAMPING: LUTHI 1961
 JF0451_MARK LOGO: CGS   
 JF0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0451+STABILITY: SURFACE MOTION
 JF0451
 JF0451  HISTORY     - Date     Condition        Report By
 JF0451  HISTORY     - 1961     MONUMENTED       CGS
 JF0451  HISTORY     - 1961     GOOD             CGS
 JF0451  HISTORY     - 1968     GOOD             CGS
 JF0451  HISTORY     - 1968     GOOD             NGS
 JF0451  HISTORY     - 1970     GOOD             NGS
 JF0451  HISTORY     - 1986     GOOD             NGS
 JF0451
 JF0451                          STATION DESCRIPTION
 JF0451
 JF0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF0451'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH GRASSY RIDGE, ON
 JF0451'THE EAST SIDE OF A DEEP CUT BANK OF A NORTH-SOUTH PAVED ROAD.  IT
 JF0451'IS 3 MILES WEST OF CHAPMAN, 0.8 MILE NORTH OF OLD U.S. HIGHWAY 40
 JF0451'AND 0.7 MILE SOUTH OF THE OVERPASS OVER INTERSTATE HIGHWAY 70.
 JF0451'
 JF0451'TO REACH THE STATION FROM THE UNION PACIFIC RAILROAD STATION IN
 JF0451'CHAPMAN, GO WESTERLY ON OLD U.S. HIGHWAY 40 FOR 2.9 MILES TO A
 JF0451'SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON PAVED ROAD FOR
 JF0451'0.8 MILE TO A GATE ON THE RIGHT, *TURN RIGHT PASS THROUGH GATE AND
 JF0451'GO EAST ON TRACK ROAD FOR 130 FEET TO MARK ON THE RIGHT.
 JF0451'
 JF0451'*TO REACH THE AZIMUTH MARK CONTINUE NORTH FOR 0.7 MILE TO THE
 JF0451'MARK ON THE LEFT.
 JF0451'
 JF0451'THE STATIONS MARKS ARE STANDARD DISKS STAMPED LUTHI 1961, THE
 JF0451'SURFACE DISK IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JF0451'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 130 FEET EAST OF A
 JF0451'NORTH-SOUTH RIGHT-OF-WAY FENCE, 60 FEET NORTH OF A LONE TREE AND
 JF0451'4-1/2 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 JF0451'
 JF0451'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LUTHI NO 1 1961, SET
 JF0451'IN A DRILL HOLE IN THE NORTH END OF AN OLD CONCRETE FOUNDATION.
 JF0451'IT IS 21 FEET SOUTH OF THE LONE TREE.
 JF0451'
 JF0451'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LUTHI NO 2 1961,
 JF0451'SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF AN OLD CONCRETE
 JF0451'FOUNDATION.  IT IS 70 FEET WEST OF THE NORTH-SOUTH RIGHT-OF-WAY
 JF0451'FENCE.
 JF0451'
 JF0451'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LUTHI 1961, SET IN A
 JF0451'DRILL HOLE IN THE SOUTHWEST ABUTMENT OF THE OVERPASS OVER
 JF0451'INTERSTATE HIGHWAY 70.  IT IS 16 FEET WEST OF THE CENTER OF PAVED
 JF0451'ROAD, 4 FEET WEST OF THE GUARD RAIL AND 1 FOOT NORTHEAST OF THE
 JF0451'EXTREME END OF THE OVERPASS BRIDGE.
 JF0451
 JF0451                          STATION RECOVERY (1961)
 JF0451
 JF0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JF0451'2.9 MI W FROM CHAPMAN.
 JF0451'2.9 MILES WESTERLY ALONG THE OLD ROUTE OF U.S. HIGHWAY 40 FROM
 JF0451'THE UNION PACIFIC RAILROAD STATION AT CHAPMAN TO A SIDE ROAD,
 JF0451'THENCE NORTH ALONG A PAVED ROAD 0.8 MILE TO A GATE EAST FROM THE
 JF0451'ROAD, THROUGH THE GATE AND THE MARK IS 130 FEET DISTANT ON THE
 JF0451'CREST OF THE GRASSY RIDGE, 60 FEET NORTH FROM A LONE TREE, 4 1/2
 JF0451'FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 JF0451'TOPPED CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND
 JF0451'SURFACE.
 JF0451
 JF0451                          STATION RECOVERY (1968)
 JF0451
 JF0451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF0451'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF0451'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1961
 JF0451'DESCRIPTION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE 1961
 JF0451'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JF0451'
 JF0451'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 JF0451'WEST OF CHAPMAN.
 JF0451
 JF0451                          STATION RECOVERY (1968)
 JF0451
 JF0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0451'RECOVERED IN GOOD CONDITION.
 JF0451
 JF0451                          STATION RECOVERY (1970)
 JF0451
 JF0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF0451'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 JF0451'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO ALL THE
 JF0451'MARKS CHECKED WITH THE OLD DATA BUT A SLIGHT DIFFERENCE IN THE
 JF0451'DISTANCE TO BOTH THE REFERENCE MARKS WAS NOTED AND CHECKED IN THE
 JF0451'FIELD.  DUE TO A DIFFERENCE IN THE TO REACH, FOLLOWING IS A NEW
 JF0451'AND COMPLETE DESCRIPTION.
 JF0451'
 JF0451'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH, GRASS COVERED RIDGE
 JF0451'ON THE EAST SIDE OF A HIGH CUT BANK AND JUST TO THE EAST OF A
 JF0451'NORTH-SOUTH ROAD.  IT IS ABOUT 3.0 MILES WEST OF CHAPMAN, 0.8 MILE
 JF0451'NORTH OF OLD U.S. HIGHWAY 40, 0.6 MILE SOUTH OF INTERSTATE HIGHWAY
 JF0451'70, IN THE SOUTHWEST 1/4 OF SECTION 35, T12S, R3E AND ON THE
 JF0451'PROPERTY OF MR. LUTHI WHO LIVES IN THE HOUSE JUST TO THE SOUTH
 JF0451'OF THE STATION.
 JF0451'
 JF0451'TO REACH FROM THE UNION PACIFIC RAILROAD STATION IN CHAPMAN, GO
 JF0451'WEST ON OLD U.S. HIGHWAY 40 FOR 2.9 MILES TO A SIDE ROAD RIGHT.
 JF0451'TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.55 MILE TO A
 JF0451'DRIVEWAY ON THE RIGHT.  (ENTRANCE TO MR. LUTHIS FARM).  TURN
 JF0451'RIGHT AND GO EAST ON THE DRIVEWAY FOR 0.05 MILE TO A METAL GATE
 JF0451'WHICH IS JUST TO THE LEFT OF AN OLD GARAGE.  PASS THROUGH THE
 JF0451'GATE AND CONTINUE EAST FOR 0.05 MILE, THENCE BEAR LEFT AND
 JF0451'FOLLOW TRACK ROAD NORTHERLY FOR 0.15 MILE TO A FENCE CORNER.
 JF0451'TURN LEFT AND GO WEST FOR 0.05 MILE TO THE STATION.  TO REACH
 JF0451'THE AZIMUTH MARK FROM THE ENTRANCE TO MR. LUTHIS FARM,
 JF0451'CONTINUE NORTH ON THE ROAD FOR 0.7 MILE TO THE SOUTHWEST END
 JF0451'OF AN OVERPASS OVER INTERSTATE HIGHWAY 70 AND THE MARK.
 JF0451'
 JF0451'STATION MARK IS A STANDARD DISK, STAMPED LUTHI 1961, SET IN THE
 JF0451'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JF0451'4 INCHES.  IT IS 135.0 FEET EAST OF A NORTH-SOUTH FENCE AND
 JF0451'66.2 FEET NORTH OF A DOUBLE TRUNK TREE.
 JF0451'
 JF0451'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LUTHI NO 1 1961,
 JF0451'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE NORTH SIDE OF
 JF0451'A CONCRETE FOUNDATION WHICH PROJECTS ABOUT 6 INCHES.  IT IS
 JF0451'136.0 FEET EAST OF THE FENCE AND 22.0 FEET SOUTH OF THE TREE.
 JF0451'
 JF0451'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LUTHI NO 2 1961,
 JF0451'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 JF0451'FOUNDATION.  IT IS 77.0 FEET EAST OF THE FENCE AND 68.5 FEET
 JF0451'WEST-NORTHWEST OF THE TREE.
 JF0451'
 JF0451'AZIMUTH MARK IS A STANDARD DISK, STAMPED LUTHI 1961, CEMENTED
 JF0451'IN A DRILL HOLE IN THE ABUTMENT OF A BRIDGE.  IT IS 16.0 FEET
 JF0451'WEST OF THE CENTER OF THE ROAD AND 1.6 FEET NORTH OF THE EDGE
 JF0451'OF THE ABUTMENT.
 JF0451'
 JF0451'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.0 MILES
 JF0451'WEST OF CHAPMAN.
 JF0451'
 JF0451'HEIGHT OF LIGHT ABOVE STATION MARK 47 FEET.
 JF0451
 JF0451                          STATION RECOVERY (1986)
 JF0451
 JF0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0451'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.0 KM (8.05
 JF0451'MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0451'ABILENE, THENCE 1.2 KM (0.75 MI) NORTH ALONG A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0452 ***********************************************************************
 JF0452  DESIGNATION -  LUTHI AZ MK
 JF0452  PID         -  JF0452
 JF0452  STATE/COUNTY-  KS/DICKINSON
 JF0452  USGS QUAD   -  CHAPMAN (1979)
 JF0452
 JF0452                         *CURRENT SURVEY CONTROL
 JF0452  ___________________________________________________________________
 JF0452* NAD 83(1986)-  38 58 20.     (N)    097 04 27.     (W)     SCALED    
 JF0452* NAVD 88     -       368.461  (meters)    1208.86   (feet)  ADJUSTED  
 JF0452  ___________________________________________________________________
 JF0452  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 JF0452  DYNAMIC HT  -         368.204 (meters)    1208.02  (feet)  COMP
 JF0452  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 JF0452
 JF0452  VERT ORDER  -  FIRST     CLASS II
 JF0452
 JF0452.The horizontal coordinates were scaled from a topographic map and have
 JF0452.an estimated accuracy of +/- 6 seconds.
 JF0452
 JF0452.The orthometric height was determined by differential leveling
 JF0452.and adjusted by the National Geodetic Survey in June 1991..
 JF0452
 JF0452.The geoid height was determined by GEOID03.
 JF0452
 JF0452.The dynamic height is computed by dividing the NAVD 88
 JF0452.geopotential number by the normal gravity value computed on the
 JF0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0452.degrees latitude (g = 980.6199 gals.).
 JF0452
 JF0452.The modeled gravity was interpolated from observed gravity values.
 JF0452
 JF0452;                    North         East    Units  Estimated Accuracy
 JF0452;SPC KS N     -    71,330.      480,230.      MT  (+/- 180 meters Scaled)
 JF0452
 JF0452                          SUPERSEDED SURVEY CONTROL
 JF0452
 JF0452  NGVD 29 (??/??/92)  368.353  (m)         1208.50   (f) ADJ UNCH    1 2
 JF0452
 JF0452.Superseded values are not recommended for survey control.
 JF0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0452.See file dsdata.txt to determine how the superseded data were derived.
 JF0452
 JF0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ668154(NAD 83)
 JF0452_MARKER: DZ = AZIMUTH MARK DISK
 JF0452_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JF0452_SP_SET: BRIDGE GUARDRAIL BASE
 JF0452_STAMPING: LUTHI 1961
 JF0452_MARK LOGO: CGS   
 JF0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0452
 JF0452  HISTORY     - Date     Condition        Report By
 JF0452  HISTORY     - 1961     MONUMENTED       CGS
 JF0452  HISTORY     - 1970     GOOD             NGS
 JF0452  HISTORY     - 1986     GOOD             NGS
 JF0452
 JF0452                          STATION DESCRIPTION
 JF0452
 JF0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0452'3 MI W FROM CHAPMAN.
 JF0452'ABOUT 3.05 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0452'HIGHWAY OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN, SET IN THE
 JF0452'TOP OF THE SOUTH END OF THE CONCRETE FOUNDATION FOR THE WEST
 JF0452'CONCRETE GUARDRAIL ON ROAD OVERPASS NUMBER 16-7 FOR THE HIGHWAY.
 JF0452'16 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.7 FEET NORTH
 JF0452'OF THE SOUTH END OF THE FOUNDATION, AND ABOUT 1 1/2 FEET ABOVE
 JF0452'THE LEVEL OF THE ROAD.
 JF0452
 JF0452                          STATION RECOVERY (1986)
 JF0452
 JF0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0450 ***********************************************************************
 JF0450  DESIGNATION -  LUTHI RM 1
 JF0450  PID         -  JF0450
 JF0450  STATE/COUNTY-  KS/DICKINSON
 JF0450  USGS QUAD   -  CHAPMAN (1979)
 JF0450
 JF0450                         *CURRENT SURVEY CONTROL
 JF0450  ___________________________________________________________________
 JF0450* NAD 83(1986)-  38 57 44.     (N)    097 04 26.     (W)     SCALED    
 JF0450* NAVD 88     -       368.498  (meters)    1208.98   (feet)  ADJUSTED  
 JF0450  ___________________________________________________________________
 JF0450  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 JF0450  DYNAMIC HT  -         368.240 (meters)    1208.13  (feet)  COMP
 JF0450  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 JF0450
 JF0450  VERT ORDER  -  SECOND    CLASS 0
 JF0450
 JF0450.The horizontal coordinates were scaled from a topographic map and have
 JF0450.an estimated accuracy of +/- 6 seconds.
 JF0450
 JF0450.The orthometric height was determined by differential leveling
 JF0450.and adjusted by the National Geodetic Survey in June 1991..
 JF0450
 JF0450.The geoid height was determined by GEOID03.
 JF0450
 JF0450.The dynamic height is computed by dividing the NAVD 88
 JF0450.geopotential number by the normal gravity value computed on the
 JF0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0450.degrees latitude (g = 980.6199 gals.).
 JF0450
 JF0450.The modeled gravity was interpolated from observed gravity values.
 JF0450
 JF0450;                    North         East    Units  Estimated Accuracy
 JF0450;SPC KS N     -    70,220.      480,260.      MT  (+/- 180 meters Scaled)
 JF0450
 JF0450                          SUPERSEDED SURVEY CONTROL
 JF0450
 JF0450  NGVD 29 (??/??/92)  368.386  (m)         1208.61   (f) ADJ UNCH    2 0
 JF0450
 JF0450.Superseded values are not recommended for survey control.
 JF0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0450.See file dsdata.txt to determine how the superseded data were derived.
 JF0450
 JF0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ668143(NAD 83)
 JF0450_MARKER: DR = REFERENCE MARK DISK
 JF0450_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JF0450_SP_SET: FOUNDATION WALL
 JF0450_STAMPING: LUTHI NO 1 1961
 JF0450_MARK LOGO: CGS   
 JF0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0450+STABILITY: SURFACE MOTION
 JF0450
 JF0450  HISTORY     - Date     Condition        Report By
 JF0450  HISTORY     - 1961     MONUMENTED       CGS
 JF0450  HISTORY     - 1968     GOOD             NGS
 JF0450  HISTORY     - 1986     POOR             NGS
 JF0450
 JF0450                          STATION DESCRIPTION
 JF0450
 JF0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0450'3 MI W FROM CHAPMAN.
 JF0450'2.9 MILES WESTERLY ALONG THE OLD ROUTE OF U.S. HIGHWAY 40 FROM
 JF0450'THE UNION PACIFIC RAILROAD STATION AT CHAPMAN TO A SIDE ROAD,
 JF0450'THENCE NORTH ALONG THE PAVED ROAD FOR 0.8 MILE TO A GATE TO THE
 JF0450'EAST, THROUGH GATE AND 130 FEET EAST TO THE CREST OF THE GRASSY
 JF0450'RIDGE, 87.73 FEET SOUTH FROM THE TRIANGULATION STATION, SET IN
 JF0450'A DRILL IN THE NORTH END OF AN OLD CONCRETE FOUNDATION, AND IS
 JF0450'21 FEET SOUTH OF THE LONE TREE.
 JF0450
 JF0450                          STATION RECOVERY (1968)
 JF0450
 JF0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0450'RECOVERED IN GOOD CONDITION.
 JF0450
 JF0450                          STATION RECOVERY (1986)
 JF0450
 JF0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0450'RECOVERED IN POOR CONDITION.  A NEW TO REACH FOLLOWS.  13.0 KM (8.05
 JF0450'MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0450'ABILENE. THENCE 1.2 KM (0.75 MI) NORTH ALONG A PAVED ROAD.  NOTE--THE
 JF0450'FOUNDATION THE DISK IS SET IN IS BROKEN AND SHOWS SIGNS OF MOVEMENT
 JF0450'AND SHOUD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0449 ***********************************************************************
 JF0449  DESIGNATION -  LUTHI RM 2
 JF0449  PID         -  JF0449
 JF0449  STATE/COUNTY-  KS/DICKINSON
 JF0449  USGS QUAD   -  CHAPMAN (1979)
 JF0449
 JF0449                         *CURRENT SURVEY CONTROL
 JF0449  ___________________________________________________________________
 JF0449* NAD 83(1986)-  38 57 44.     (N)    097 04 26.     (W)     SCALED    
 JF0449* NAVD 88     -       368.533  (meters)    1209.10   (feet)  ADJUSTED  
 JF0449  ___________________________________________________________________
 JF0449  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 JF0449  DYNAMIC HT  -         368.275 (meters)    1208.25  (feet)  COMP
 JF0449  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 JF0449
 JF0449  VERT ORDER  -  SECOND    CLASS 0
 JF0449
 JF0449.The horizontal coordinates were scaled from a topographic map and have
 JF0449.an estimated accuracy of +/- 6 seconds.
 JF0449
 JF0449.The orthometric height was determined by differential leveling
 JF0449.and adjusted by the National Geodetic Survey in June 1991..
 JF0449
 JF0449.The geoid height was determined by GEOID03.
 JF0449
 JF0449.The dynamic height is computed by dividing the NAVD 88
 JF0449.geopotential number by the normal gravity value computed on the
 JF0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0449.degrees latitude (g = 980.6199 gals.).
 JF0449
 JF0449.The modeled gravity was interpolated from observed gravity values.
 JF0449
 JF0449;                    North         East    Units  Estimated Accuracy
 JF0449;SPC KS N     -    70,220.      480,260.      MT  (+/- 180 meters Scaled)
 JF0449
 JF0449                          SUPERSEDED SURVEY CONTROL
 JF0449
 JF0449  NGVD 29 (??/??/92)  368.422  (m)         1208.73   (f) ADJ UNCH    2 0
 JF0449
 JF0449.Superseded values are not recommended for survey control.
 JF0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0449.See file dsdata.txt to determine how the superseded data were derived.
 JF0449
 JF0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ668143(NAD 83)
 JF0449_MARKER: DR = REFERENCE MARK DISK
 JF0449_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JF0449_SP_SET: FOOTING
 JF0449_STAMPING: LUTHI NO 2 1961
 JF0449_MARK LOGO: CGS   
 JF0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0449+STABILITY: SURFACE MOTION
 JF0449
 JF0449  HISTORY     - Date     Condition        Report By
 JF0449  HISTORY     - 1961     MONUMENTED       CGS
 JF0449  HISTORY     - 1968     GOOD             NGS
 JF0449  HISTORY     - 1986     POOR             NGS
 JF0449
 JF0449                          STATION DESCRIPTION
 JF0449
 JF0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0449'3 MI W FROM CHAPMAN.
 JF0449'2.9 MILES WESTERLY ALONG THE OLD ROUTE OF U.S. HIGHWAY 40 FROM
 JF0449'THE UNION PACIFIC RAILROAD STATION AT CHAPMAN TO A SIDE ROAD,
 JF0449'THENCE NORTH 0.8 MILE ALONG THE PAVED ROAD TO A GATE, EAST
 JF0449'THROUGH THE GATE AND 130 FEET TO THE TRIANGULATION STATION WITH
 JF0449'THE REFERENCE MARK 72.11 FEET SOUTHWEST, SET IN A DRILL HOLE IN
 JF0449'THE NORTHEAST CORNER OF AN OLD CONCRETE FOUNDATION, 70 FEET
 JF0449'FROM THE RIGHT OF WAY FENCE.
 JF0449
 JF0449                          STATION RECOVERY (1968)
 JF0449
 JF0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0449'RECOVERED IN GOOD CONDITION.
 JF0449
 JF0449                          STATION RECOVERY (1986)
 JF0449
 JF0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0449'RECOVERED IN POOR CONDITION.  A NEW TO REACH FOLLOWS.  13.0 KM (8.05
 JF0449'MI) NORTHEASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0449'ABILENE, THENCE 1.2 KM (0.75 MI) NORTH ALONG A PAVED ROAD.  NOTE--THE
 JF0449'FOOTING THE DISK IS SET IN IS CRACKED AND BROKEN AND SHOWS SIGNS OF
 JF0449'MOVEMENT AND SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8082 ***********************************************************************
 AJ8082  PACS        -  This is a Primary Airport Control Station.
 AJ8082  DESIGNATION -  LWC A
 AJ8082  PID         -  AJ8082
 AJ8082  STATE/COUNTY-  KS/DOUGLAS
 AJ8082  USGS QUAD   -  MIDLAND (1978)
 AJ8082
 AJ8082                         *CURRENT SURVEY CONTROL
 AJ8082  ___________________________________________________________________
 AJ8082* NAD 83(1997)-  39 00 31.76748(N)    095 13 00.37847(W)     ADJUSTED  
 AJ8082* NAVD 88     -       253.05   (meters)     830.2    (feet)  GPS OBS   
 AJ8082  ___________________________________________________________________
 AJ8082  X           -    -451,245.614 (meters)                     COMP
 AJ8082  Y           -  -4,942,325.550 (meters)                     COMP
 AJ8082  Z           -   3,993,217.539 (meters)                     COMP
 AJ8082  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AJ8082  ELLIP HEIGHT-         221.22  (meters)          (07/29/04) GPS OBS
 AJ8082  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 AJ8082
 AJ8082  HORZ ORDER  -  B
 AJ8082  ELLP ORDER  -  FOURTH    CLASS II
 AJ8082
 AJ8082.This mark is at Lawrence Municipal Airport (LWC)
 AJ8082
 AJ8082.The horizontal coordinates were established by GPS observations
 AJ8082.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8082
 AJ8082.The orthometric height was determined by GPS observations and a
 AJ8082.high-resolution geoid model.
 AJ8082
 AJ8082.GPS derived orthometric heights for airport stations designated as
 AJ8082.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8082.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8082.not indicate centimeter accuracy relative to other marks which are
 AJ8082.part of the NAVD 88 network.
 AJ8082
 AJ8082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8082
 AJ8082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8082
 AJ8082.The ellipsoidal height was determined by GPS observations
 AJ8082.and is referenced to NAD 83.
 AJ8082
 AJ8082.The geoid height was determined by GEOID03.
 AJ8082
 AJ8082;                    North         East     Units Scale Factor Converg.
 AJ8082;SPC KS N     -    78,690.975   641,024.883   MT  0.99996571   +1 45 39.6
 AJ8082;UTM  15      - 4,320,093.638   308,059.638   MT  1.00005366   -1 23 44.7
 AJ8082
 AJ8082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8082!SPC KS N     -   0.99996529  x   0.99996571  =   0.99993100
 AJ8082!UTM  15      -   0.99996529  x   1.00005366  =   1.00001895
 AJ8082
 AJ8082:                Primary Azimuth Mark                     Grid Az
 AJ8082:SPC KS N     -  LLOYD AZ MK                              001 33 15.7
 AJ8082:UTM  15      -  LLOYD AZ MK                              004 42 40.0
 AJ8082
 AJ8082|---------------------------------------------------------------------|
 AJ8082| PID    Reference Object                     Distance      Geod. Az  |
 AJ8082|                                                           dddmmss.s |
 AJ8082| KE1086 LLOYD AZ MK                         APPROX. 0.6 KM 0031855.3 |
 AJ8082| KE1085 LLOYD                               397.616 METERS 13953     |
 AJ8082|---------------------------------------------------------------------|
 AJ8082
 AJ8082                          SUPERSEDED SURVEY CONTROL
 AJ8082
 AJ8082  ELLIP H (03/07/02)  221.21   (m)                       GP(       ) 4 2
 AJ8082
 AJ8082.Superseded values are not recommended for survey control.
 AJ8082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8082.See file dsdata.txt to determine how the superseded data were derived.
 AJ8082
 AJ8082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD0806020094(NAD 83)
 AJ8082_MARKER: I = METAL ROD
 AJ8082_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8082_STAMPING: LWC A 2001
 AJ8082_MARK LOGO: NGS   
 AJ8082_PROJECTION: FLUSH
 AJ8082_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8082+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2001
 AJ8082_ROD/PIPE-DEPTH: 30.0 meters
 AJ8082_SLEEVE-DEPTH  : 0.9 meters
 AJ8082
 AJ8082  HISTORY     - Date     Condition        Report By
 AJ8082  HISTORY     - 20010427 MONUMENTED       MSAM
 AJ8082
 AJ8082                          STATION DESCRIPTION
 AJ8082
 AJ8082'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8082'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AJ8082' 
 AJ8082'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH OF LAWRENCE, 3.4 KM
 AJ8082'(2.10 MI) SOUTH OF THE DOUGLAS-JEFFERSON COUNTY LINE, NEAR THE
 AJ8082'CENTER OF LAWRENCE MUNICIPAL AIRPORT, SOUTHEAST OF RUNWAY 1-19,
 AJ8082'SW OF TAXIWAY A, WITHIN THE WINDSOCK SEGMENTED CIRCLE.
 AJ8082'OWNERSHIP--CITY OF LAWRENCE, 6TH AND MASSACHUSETTS, LAWRENCE KS
 AJ8082'66044. AIRPORT MANAGER, ROD BREMBY, PHONE 785-832-3402.
 AJ8082' 
 AJ8082'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24, 40 AND
 AJ8082'59 ON THE NORTH SIDE OF LAWRENCE, GO EAST ON HIGHWAYS 24 AND 40
 AJ8082'FOR 1.45 KM (0.90 MI) TO THE AIRPORT ENTRANCE ON THE LEFT. TURN LEFT
 AJ8082'AND GO NORTH FOR 0.5 KM (0.30 MI) TO THE EAST SIDE OF TERMINAL AND
 AJ8082'GATE ON THE RIGHT. PASS THROUGH GATE AND GO 45.7 M (149.9 FT) TO THE
 AJ8082'RAMP. BEAR RIGHT AND GO NORTHEAST FOR 0.2 KM (0.10 MI) TO THE
 AJ8082'TAXIWAY AND LLOYD 1986 ON THE RIGHT. TURN LEFT AND GO NORTHWEST
 AJ8082'ON TAXIWAY FOR 0.4 KM (0.3 MI) TO STATION ON THE LEFT WITHIN THE
 AJ8082'SEGMENTED CIRCLE.
 AJ8082' 
 AJ8082'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD
 AJ8082'DRIVEN TO REFUSAL AT A DEPTH OF 30.0 M (98.4 FT), ENCASED IN A 0.9 M
 AJ8082'(3.0
 AJ8082'FT) LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO
 AJ8082'LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND. THE
 AJ8082'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AJ8082'IT IS 12.5 M (41.0 FT) SOUTHEAST OF A CHISELED SQUARE IN THE NORTHEAST
 AJ8082'CORNER OF WINDSOCK PAD, 5.9 M (19.4 FT) SOUTHEAST STEEL ROD ON
 AJ8082'SEGMENT OF WOOD RAIL, 4.00 M (13.1 FT) SOUTHWEST OF STEEL ROD ON
 AJ8082'SEGMENT OF WOOD RAIL, 0.9 M (3.0 FT) EAST CARSONITE WITNESS POST.
 AJ8082'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 AJ8082'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0844 ***********************************************************************
 JE0844  DESIGNATION -  LXVI
 JE0844  PID         -  JE0844
 JE0844  STATE/COUNTY-  KS/JOHNSON
 JE0844  USGS QUAD   -  OLATHE (1991)
 JE0844
 JE0844                         *CURRENT SURVEY CONTROL
 JE0844  ___________________________________________________________________
 JE0844* NAD 83(1986)-  38 52 59.     (N)    094 49 14.     (W)     SCALED    
 JE0844* NAVD 88     -       315.716  (meters)    1035.81   (feet)  ADJUSTED  
 JE0844  ___________________________________________________________________
 JE0844  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0844  DYNAMIC HT  -         315.504 (meters)    1035.12  (feet)  COMP
 JE0844  MODELED GRAV-     979,949.1   (mgal)                       NAVD 88
 JE0844
 JE0844  VERT ORDER  -  FIRST     CLASS II
 JE0844
 JE0844.The horizontal coordinates were scaled from a topographic map and have
 JE0844.an estimated accuracy of +/- 6 seconds.
 JE0844
 JE0844.The orthometric height was determined by differential leveling
 JE0844.and adjusted by the National Geodetic Survey in June 1991..
 JE0844.WARNING-Repeat measurements at this control monument indicate possible
 JE0844.vertical movement.
 JE0844
 JE0844.The geoid height was determined by GEOID03.
 JE0844
 JE0844.The dynamic height is computed by dividing the NAVD 88
 JE0844.geopotential number by the normal gravity value computed on the
 JE0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0844.degrees latitude (g = 980.6199 gals.).
 JE0844
 JE0844.The modeled gravity was interpolated from observed gravity values.
 JE0844
 JE0844;                    North         East    Units  Estimated Accuracy
 JE0844;SPC KS N     -    65,870.      675,810.      MT  (+/- 180 meters Scaled)
 JE0844
 JE0844                          SUPERSEDED SURVEY CONTROL
 JE0844
 JE0844  NGVD 29 (??/??/92)  315.597  (m)         1035.42   (f) ADJ UNCH    1 2
 JE0844
 JE0844.Superseded values are not recommended for survey control.
 JE0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0844.See file dsdata.txt to determine how the superseded data were derived.
 JE0844
 JE0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD420053(NAD 83)
 JE0844_MARKER: Q = CHISELED SQUARE
 JE0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0844_SP_SET: COPING
 JE0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0844
 JE0844  HISTORY     - Date     Condition        Report By
 JE0844  HISTORY     - 1893     MONUMENTED       CGS
 JE0844  HISTORY     - 1950     GOOD             CGS
 JE0844  HISTORY     - 20060121 MARK NOT FOUND   GEOCAC
 JE0844
 JE0844                          STATION DESCRIPTION
 JE0844
 JE0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JE0844'AT OLATHE.
 JE0844'AT OLATHE, JOHNSON COUNTY, AT THE NORTH SIDE OF THE COUNTY
 JE0844'COURTHOUSE, AT THE BASEMENT ENTRANCE UNDER THE MAIN ENTRANCE,
 JE0844'EAST OF THE STONE WALL SUPPORTING THE MAIN ENTRANCE, AND IN THE
 JE0844'TOP OF THE COPING.  THE BOTTOM OF A CHISELED SQUARE, SURROUNDED
 JE0844'BY THE LETTERS USC AND GSBM.
 JE0844
 JE0844                          STATION RECOVERY (2006)
 JE0844
 JE0844'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE0844'THE BM WAS MONUMENTED IN 1893. THE CURRENT BUILDING AT THIS LOCATION
 JE0844'DATES FROM THE 1950S. BM PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0843 ***********************************************************************
 JE0843  DESIGNATION -  LXVII
 JE0843  PID         -  JE0843
 JE0843  STATE/COUNTY-  KS/JOHNSON
 JE0843  USGS QUAD   -  OLATHE (1991)
 JE0843
 JE0843                         *CURRENT SURVEY CONTROL
 JE0843  ___________________________________________________________________
 JE0843* NAD 83(1986)-  38 53 01.     (N)    094 49 14.     (W)     SCALED    
 JE0843* NAVD 88     -       315.576  (meters)    1035.35   (feet)  ADJUSTED  
 JE0843  ___________________________________________________________________
 JE0843  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0843  DYNAMIC HT  -         315.365 (meters)    1034.66  (feet)  COMP
 JE0843  MODELED GRAV-     979,949.2   (mgal)                       NAVD 88
 JE0843
 JE0843  VERT ORDER  -  FIRST     CLASS II
 JE0843
 JE0843.The horizontal coordinates were scaled from a topographic map and have
 JE0843.an estimated accuracy of +/- 6 seconds.
 JE0843
 JE0843.The orthometric height was determined by differential leveling
 JE0843.and adjusted by the National Geodetic Survey in June 1991..
 JE0843
 JE0843.The geoid height was determined by GEOID03.
 JE0843
 JE0843.The dynamic height is computed by dividing the NAVD 88
 JE0843.geopotential number by the normal gravity value computed on the
 JE0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0843.degrees latitude (g = 980.6199 gals.).
 JE0843
 JE0843.The modeled gravity was interpolated from observed gravity values.
 JE0843
 JE0843;                    North         East    Units  Estimated Accuracy
 JE0843;SPC KS N     -    65,930.      675,810.      MT  (+/- 180 meters Scaled)
 JE0843
 JE0843                          SUPERSEDED SURVEY CONTROL
 JE0843
 JE0843  NGVD 29 (??/??/92)  315.457  (m)         1034.96   (f) ADJ UNCH    1 2
 JE0843
 JE0843.Superseded values are not recommended for survey control.
 JE0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0843.See file dsdata.txt to determine how the superseded data were derived.
 JE0843
 JE0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD420054(NAD 83)
 JE0843_MARKER: B = BOLT
 JE0843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0843_SP_SET: BRICK FOUNDATION
 JE0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0843
 JE0843  HISTORY     - Date     Condition        Report By
 JE0843  HISTORY     - 1893     MONUMENTED       CGS
 JE0843  HISTORY     - 1950     GOOD             CGS
 JE0843
 JE0843                          STATION DESCRIPTION
 JE0843
 JE0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 JE0843'AT OLATHE.
 JE0843'AT OLATHE, JOHNSON COUNTY, OPPOSITE THE COUNTY COURTHOUSE, AT
 JE0843'THE FRONT FACE OF THE THREE-STORY BRICK AVENUE HOTEL, IN THE
 JE0843'FOURTEENTH COURSE OF BRICK ABOVE THE STONE FOUNDATION, AND IN THE
 JE0843'FOURTH BRICK FROM THE NORTHEAST CORNER.  THE CENTER OF A CROSS
 JE0843'IN THE END OF A COPPER BOLT LEADED IN THE BRICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0991 ***********************************************************************
 HG0991  DESIGNATION -  LYNCH
 HG0991  PID         -  HG0991
 HG0991  STATE/COUNTY-  KS/CLARK
 HG0991  USGS QUAD   -  BLOOM SE (1979)
 HG0991
 HG0991                         *CURRENT SURVEY CONTROL
 HG0991  ___________________________________________________________________
 HG0991* NAD 83(1997)-  37 22 06.93552(N)    099 52 24.57917(W)     ADJUSTED  
 HG0991* NAVD 88     -       783.0    (meters)    2569.     (feet)  VERTCON   
 HG0991  ___________________________________________________________________
 HG0991  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 HG0991  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 HG0991
 HG0991  HORZ ORDER  -  SECOND
 HG0991  VERT ORDER  -  THIRD ? (See Below)
 HG0991
 HG0991.The horizontal coordinates were established by classical geodetic methods
 HG0991.and adjusted by the National Geodetic Survey in October 1998..
 HG0991
 HG0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0991.The vertical order pertains to the NGVD 29 superseded value.
 HG0991
 HG0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0991
 HG0991.The geoid height was determined by GEOID03.
 HG0991
 HG0991;                    North         East     Units Scale Factor Converg.
 HG0991;SPC KS S     -   478,799.520   278,342.299   MT  0.99998152   -0 50 38.6
 HG0991;UTM  14      - 4,136,120.736   422,655.888   MT  0.99967369   -0 31 48.7
 HG0991
 HG0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0991!SPC KS S     -   0.99988135  x   0.99998152  =   0.99986288
 HG0991!UTM  14      -   0.99988135  x   0.99967369  =   0.99955508
 HG0991
 HG0991:                Primary Azimuth Mark                     Grid Az
 HG0991:SPC KS S     -  LYNCH AZ MK                              048 03 42.1
 HG0991:UTM  14      -  LYNCH AZ MK                              047 44 52.2
 HG0991
 HG0991|---------------------------------------------------------------------|
 HG0991| PID    Reference Object                     Distance      Geod. Az  |
 HG0991|                                                           dddmmss.s |
 HG0991| CK9334 LYNCH AZ MK                                        0471303.5 |
 HG0991| CK9335 LYNCH RM 1                           46.516 METERS 12331     |
 HG0991| CK9336 LYNCH RM 2                           24.016 METERS 17940     |
 HG0991| HG1018 MINNEOLA NATURAL GAS RAD TOWER      APPROX.18.9 KM 3354010.1 |
 HG0991|---------------------------------------------------------------------|
 HG0991
 HG0991                          SUPERSEDED SURVEY CONTROL
 HG0991
 HG0991  NAD 83(1997)-  37 22 06.94299(N)    099 52 24.57924(W) AD(       ) 2
 HG0991  NAD 83(1986)-  37 22 06.93382(N)    099 52 24.57805(W) AD(       ) 2
 HG0991  NAD 27      -  37 22 06.85046(N)    099 52 23.10454(W) AD(       ) 2
 HG0991  NGVD 29 (07/19/86)  782.7    (m)         2568.     (f) LEVELING    3  
 HG0991
 HG0991.Superseded values are not recommended for survey control.
 HG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0991.See file dsdata.txt to determine how the superseded data were derived.
 HG0991
 HG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG2265636121(NAD 83)
 HG0991_MARKER: DS = TRIANGULATION STATION DISK
 HG0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0991
 HG0991  HISTORY     - Date     Condition        Report By
 HG0991  HISTORY     - 1964     MONUMENTED       CGS
 HG0991
 HG0991                          STATION DESCRIPTION
 HG0991
 HG0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0991'THE STATION IS 8 MILES EAST AND 5 MILES SOUTH OF MINNEOLA, 8 MILES
 HG0991'SOUTH OF BLOOM.  7 MILES EAST OF U.S. HIGHWAY 283, IN THE SOUTHEAST
 HG0991'QUARTER OF SECTION 1, T 31 S, R 24 W, ON PROPERTY OWNED BY MR.
 HG0991'CLARENCE LYNCH.
 HG0991'
 HG0991'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 54,
 HG0991'IN MINNEOLA, GO SOUTH ON HIGHWAY 283 FOR 5.75 MILES TO A CROSSROAD.
 HG0991'TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR 7.1 MILES TO THE STATION
 HG0991'ON THE LEFT, NEAR THE SOUTH END OF A WINDROW, (EVERGREEN TREES) AND
 HG0991'0.05 MILE BEFORE REACHING THE LYNCH RESIDENCE ON THE LEFT.
 HG0991'
 HG0991'STATION MARKS ARE STANDARD DISKS STAMPED LYNCH 1964.  THE SURFACE
 HG0991'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG0991'GROUND. IT IS 118 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 61
 HG0991'FEET NORTHEAST OF THE MOST SOUTHERN TREE OF THE WINDROW, 79
 HG0991'FEET NORTH OF AN EAST-WEST FENCE AND 38 FEET EAST OF THE WINDROW.
 HG0991'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HG0991'INCHES BELOW THE SURFACE OF THE GROUND.
 HG0991'
 HG0991'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LYNCH NO 1 1964, IS SET
 HG0991'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HG0991'IS 38 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 2 FEET WEST OF A
 HG0991'METAL WITNESS POST AND 1 FOOT NORTHEAST OF A FENCE POST.
 HG0991'
 HG0991'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LYNCH NO 2 1964, IS SET
 HG0991'IN A SQAURE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HG0991'IS 44 FEET SOUTHEAST OF THE MOST SOUTHERN TREE OF THE WINDROW, 39
 HG0991'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 1 FOOT NORTHEAST
 HG0991'OF A FENCE POST.
 HG0991'
 HG0991'AZIMUTH MARK IS A STANDARD DISK STAMPED LYNCH 1964, SET IN A SQUARE
 HG0991'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 20 FEET WEST OF THE
 HG0991'CENTER OF A GRAVEL ROAD, 2 FEET NORTHWEST OF A METAL WITNESS POST,
 HG0991'AND 1.5 FEET WEST OF A FENCE CORNER POST.
 HG0991'
 HG0991'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL
 HG0991'ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 HG0991'NORTH ON A GRAVEL ROAD FOR 0.2 MILE TO A FENCE CORNER AND THE AZIMUTH
 HG0991'MARK ON THE LEFT.
 HG0991'
 HG0991'NOTE--REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE.
 HG0991'
 HG0991'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0950 ***********************************************************************
 JG0950  DESIGNATION -  LYNCH
 JG0950  PID         -  JG0950
 JG0950  STATE/COUNTY-  KS/NESS
 JG0950  USGS QUAD   -  RANSOM SW (1966)
 JG0950
 JG0950                         *CURRENT SURVEY CONTROL
 JG0950  ___________________________________________________________________
 JG0950* NAD 83(1997)-  38 31 46.35801(N)    099 53 34.47595(W)     ADJUSTED  
 JG0950* NAVD 88     -       745.     (meters)    2444.     (feet)  SCALED    
 JG0950  ___________________________________________________________________
 JG0950  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 JG0950  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 JG0950
 JG0950  HORZ ORDER  -  SECOND
 JG0950
 JG0950.The horizontal coordinates were established by classical geodetic methods
 JG0950.and adjusted by the National Geodetic Survey in October 1998..
 JG0950
 JG0950.The orthometric height was scaled from a topographic map.
 JG0950
 JG0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0950
 JG0950.The geoid height was determined by GEOID03.
 JG0950
 JG0950;                    North         East     Units Scale Factor Converg.
 JG0950;SPC KS S     -   607,664.940   278,547.642   MT  0.99999287   -0 51 21.5
 JG0950;UTM  14      - 4,264,949.457   422,171.249   MT  0.99967459   -0 33 22.5
 JG0950
 JG0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0950!SPC KS S     -   0.99988712  x   0.99999287  =   0.99987999
 JG0950!UTM  14      -   0.99988712  x   0.99967459  =   0.99956175
 JG0950
 JG0950|---------------------------------------------------------------------|
 JG0950| PID    Reference Object                     Distance      Geod. Az  |
 JG0950|                                                           dddmmss.s |
 JG0950| CK9335 LYNCH RM 1                           16.938 METERS 03431     |
 JG0950| CK9336 LYNCH RM 2                           16.982 METERS 15357     |
 JG0950| JG0928 NESS CITY MUN WATER TANK            APPROX. 8.7 KM 1884540.6 |
 JG0950| JH0663 WILD                                APPROX.11.1 KM 2773944.0 |
 JG0950| CK9334 LYNCH AZ MK                                        3041133.5 |
 JG0950| JG0954 RANSOM R A GRAIN CO ELEVATOR        APPROX.12.0 KM 3423907.7 |
 JG0950| JG0952 RANSOM MUNICIPAL WATER TANK         APPROX.12.1 KM 3440734.7 |
 JG0950|---------------------------------------------------------------------|
 JG0950
 JG0950                          SUPERSEDED SURVEY CONTROL
 JG0950
 JG0950  NAD 83(1986)-  38 31 46.36612(N)    099 53 34.47585(W) AD(       ) 2
 JG0950  NAD 27      -  38 31 46.31240(N)    099 53 33.03341(W) AD(       ) 2
 JG0950
 JG0950.Superseded values are not recommended for survey control.
 JG0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0950.See file dsdata.txt to determine how the superseded data were derived.
 JG0950
 JG0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2217164949(NAD 83)
 JG0950_MARKER: DS = TRIANGULATION STATION DISK
 JG0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0950_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0950+STABILITY: SURFACE MOTION
 JG0950
 JG0950  HISTORY     - Date     Condition        Report By
 JG0950  HISTORY     - 1964     MONUMENTED       CGS
 JG0950
 JG0950                          STATION DESCRIPTION
 JG0950
 JG0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0950'THE STATION IS 8 MILES SOUTH OF RANSOM, 5 MILES NORTH OF NESS CITY,
 JG0950'0.4 MILE EAST OF U.S. HIGHWAY 283, ON THE HIGHEST POINT OF A LOW
 JG0950'GRASSY HILL, IN SECTION 32, T 17 S, R 23 W, ON PROPERTY OWNED BY
 JG0950'MR. NATHAN LYNCH.
 JG0950'
 JG0950'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND STATE
 JG0950'HIGHWAY 96 IN NESS CITY, GO NORTH ON U.S. HIGHWAY 283 FOR 3.8 MILES
 JG0950'TO A CROSSROAD.  CONTINUE NORTH ON U.S. HIGHWAY 283 FOR 1.45 MILES
 JG0950'TO A WIRE GATE ON THE RIGHT.  TURN RIGHT THROUGH THE WIRE GATE
 JG0950'AND GO EAST ACROSS THE OPEN PASTURE FOR 0.4 MILE TO THE HIGHEST
 JG0950'POINT OF THE HILL AND THE STATION.
 JG0950'
 JG0950'THE STATION MARKS ARE STANDARD DISKS STAMPED LYNCH 1964.  THE
 JG0950'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 JG0950'WHICH PROJECTS 2 INCHES.  IT IS 222 FEET SOUTH OF AN EAST-WEST FENCE.
 JG0950'THE UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 40 INCHES BELOW
 JG0950'THE SURFACE OF THE GROUND.
 JG0950'
 JG0950'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LYNCH NO 1 1964, IS SET
 JG0950'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 JG0950'INCHES.  IT IS 174 FEET SOUTH OF THE EAST-WEST FENCE.
 JG0950'
 JG0950'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LYNCH NO 2 1964, IS
 JG0950'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 JG0950'INCHES.
 JG0950'
 JG0950'THE AZIMUTH MARK, A STANDARD DISK STAMPED LYNCH 1964, IS SET IN THE
 JG0950'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 JG0950'IS 58 FEET WEST OF THE CENTER OF U.S. HIGHWAY 283, 2.2 FEET
 JG0950'NORTHEAST OF A METAL WITNESS POST AND 2 FEET EAST OF A FENCE CORNER.
 JG0950'
 JG0950'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ACROSS THE OPEN
 JG0950'PASTURE FOR 0.4 MILE TO A WIRE GATE.  TURN RIGHT THROUGH THE WIRE
 JG0950'GATE AND GO NORTH ON U.S. HIGHWAY 283 FOR 0.3 MILE TO THE MARK ON
 JG0950'THE LEFT.
 JG0950'
 JG0950'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 JG0950'
 JG0950'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1806 ***********************************************************************
 JE1806  DESIGNATION -  LYNDON CS GAS MICROWAVE
 JE1806  PID         -  JE1806
 JE1806  STATE/COUNTY-  KS/OSAGE
 JE1806  USGS QUAD   -  LYNDON (1983)
 JE1806
 JE1806                         *CURRENT SURVEY CONTROL
 JE1806  ___________________________________________________________________
 JE1806* NAD 83(1997)-  38 33 52.30718(N)    095 43 30.02681(W)     ADJUSTED  
 JE1806* NAVD 88     -                                                        
 JE1806  ___________________________________________________________________
 JE1806  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 JE1806  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JE1806
 JE1806  HORZ ORDER  -  THIRD
 JE1806
 JE1806.The horizontal coordinates were established by classical geodetic methods
 JE1806.and adjusted by the National Geodetic Survey in October 1998..
 JE1806
 JE1806
 JE1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1806
 JE1806.The geoid height was determined by GEOID03.
 JE1806
 JE1806;                    North         East     Units Scale Factor Converg.
 JE1806;SPC KS S     -   614,240.270   641,818.343   MT  0.99999958   +1 42 19.1
 JE1806;UTM  15      - 4,271,974.943   262,577.155   MT  1.00029423   -1 41 58.4
 JE1806
 JE1806                          SUPERSEDED SURVEY CONTROL
 JE1806
 JE1806  NAD 83(1986)-  38 33 52.31343(N)    095 43 30.02844(W) AD(       ) 4
 JE1806  NAD 27      -  38 33 52.27734(N)    095 43 29.08424(W) AD(       ) 3
 JE1806
 JE1806.Superseded values are not recommended for survey control.
 JE1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1806.See file dsdata.txt to determine how the superseded data were derived.
 JE1806
 JE1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6257771975(NAD 83)
 JE1806_MARKER: 45 = MICROWAVE TOWER
 JE1806
 JE1806  HISTORY     - Date     Condition        Report By
 JE1806  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1806
 JE1806                          STATION DESCRIPTION
 JE1806
 JE1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1806'THE STATION, LYNDON CITIES SERVICE GAS COMPANY MICROWAVE KLE 29, IS
 JE1806'THE RED LIGHT ATOP A TRIANGULAR SHAPED STEEL TOWER, THAT HAS A
 JE1806'OVERALL HEIGHT OF 225 FT.  IT IS PRESENTLY PAINTED RED AND WHITE.
 JE1806'
 JE1806'IT IS LOCATED APPROXIMATELY 4.0 MILES SOUTHWEST OF LYNDON, 6.0 MILES
 JE1806'NORTHWEST OF MELVERN, IN THE NW 1/4 OF SEC 23, R 15 E, T 17 S.
 JE1806'
 JE1806'TO REACH THE STATION FROM THE POST OFFICE IN LYNDON, GO SOUTH ON
 JE1806'U.S. HIGHWAY 75 AND STATE HIGHWAYS 68, 31 FOR 1.0 MILE TO THE
 JE1806'JUNCTION OF HIGHWAY 68 ON THE LEFT, CONTINUE SOUTH ON HIGHWAY 75 AND
 JE1806'31 FOR 2.2 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, WEST ON
 JE1806'GRAVEL ROAD FOR 1.8 MILES TO STATION ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1802 ***********************************************************************
 JE1802  DESIGNATION -  LYNDON MUNICIPAL TANK
 JE1802  PID         -  JE1802
 JE1802  STATE/COUNTY-  KS/OSAGE
 JE1802  USGS QUAD   -  LYNDON (1983)
 JE1802
 JE1802                         *CURRENT SURVEY CONTROL
 JE1802  ___________________________________________________________________
 JE1802* NAD 83(1997)-  38 36 50.95595(N)    095 41 13.61887(W)     ADJUSTED  
 JE1802* NAVD 88     -                                                        
 JE1802  ___________________________________________________________________
 JE1802  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JE1802  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JE1802
 JE1802  HORZ ORDER  -  THIRD
 JE1802
 JE1802.The horizontal coordinates were established by classical geodetic methods
 JE1802.and adjusted by the National Geodetic Survey in October 1998..
 JE1802
 JE1802
 JE1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1802
 JE1802.The geoid height was determined by GEOID03.
 JE1802
 JE1802;                    North         East     Units Scale Factor Converg.
 JE1802;SPC KS S     -   619,845.452   644,953.081   MT  1.00000974   +1 43 42.9
 JE1802;UTM  15      - 4,277,385.523   266,040.294   MT  1.00027412   -1 40 39.8
 JE1802
 JE1802                          SUPERSEDED SURVEY CONTROL
 JE1802
 JE1802  NAD 83(1986)-  38 36 50.96220(N)    095 41 13.61974(W) AD(       ) 4
 JE1802  NAD 27      -  38 36 50.93000(N)    095 41 12.67000(W) AD(       ) 3
 JE1802
 JE1802.Superseded values are not recommended for survey control.
 JE1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1802.See file dsdata.txt to determine how the superseded data were derived.
 JE1802
 JE1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6604077386(NAD 83)
 JE1802_MARKER: 51 = TANK
 JE1802_SETTING: 0 = UNSPECIFIED SETTING
 JE1802
 JE1802  HISTORY     - Date     Condition        Report By
 JE1802  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1802
 JE1802                          STATION DESCRIPTION
 JE1802
 JE1802'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1803 ***********************************************************************
 JE1803  DESIGNATION -  LYNDON RESET
 JE1803  PID         -  JE1803
 JE1803  STATE/COUNTY-  KS/OSAGE
 JE1803  USGS QUAD   -  LYNDON (1983)
 JE1803
 JE1803                         *CURRENT SURVEY CONTROL
 JE1803  ___________________________________________________________________
 JE1803* NAD 83(1997)-  38 34 46.61201(N)    095 38 20.28462(W)     ADJUSTED  
 JE1803* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 JE1803  ___________________________________________________________________
 JE1803  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JE1803  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JE1803
 JE1803  HORZ ORDER  -  THIRD
 JE1803
 JE1803.The horizontal coordinates were established by classical geodetic methods
 JE1803.and adjusted by the National Geodetic Survey in October 1998..
 JE1803
 JE1803.The orthometric height was scaled from a topographic map.
 JE1803
 JE1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1803
 JE1803.The geoid height was determined by GEOID03.
 JE1803
 JE1803;                    North         East     Units Scale Factor Converg.
 JE1803;SPC KS S     -   616,140.606   649,262.301   MT  1.00000259   +1 45 29.5
 JE1803;UTM  15      - 4,273,430.233   270,122.878   MT  1.00025080   -1 38 47.0
 JE1803
 JE1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1803!SPC KS S     -   0.99994967  x   1.00000259  =   0.99995226
 JE1803!UTM  15      -   0.99994967  x   1.00025080  =   1.00020046
 JE1803
 JE1803|---------------------------------------------------------------------|
 JE1803| PID    Reference Object                     Distance      Geod. Az  |
 JE1803|                                                           dddmmss.s |
 JE1803| CL4808 LYNDON RM 1                          18.147 METERS 03952     |
 JE1803| CL4809 LYNDON RM 2                          16.374 METERS 13616     |
 JE1803| CL4810 LYNDON RM 3                          52.112 METERS 16727     |
 JE1803| JE1735 HALLS SUMMIT MICROWAVE TOWER        APPROX.27.3 KM 1863126.6 |
 JE1803| CL4807 LYNDON AZ MK                                       2732521.8 |
 JE1803| CL4811 LYNDON RM 4                          58.784 METERS 28145     |
 JE1803|---------------------------------------------------------------------|
 JE1803
 JE1803                          SUPERSEDED SURVEY CONTROL
 JE1803
 JE1803  NAD 83(1986)-  38 34 46.61837(N)    095 38 20.28622(W) AD(       ) 3
 JE1803  NAD 27      -  38 34 46.57900(N)    095 38 19.34400(W) AD(       ) 3
 JE1803
 JE1803.Superseded values are not recommended for survey control.
 JE1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1803.See file dsdata.txt to determine how the superseded data were derived.
 JE1803
 JE1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7012373430(NAD 83)
 JE1803_MARKER: DS = TRIANGULATION STATION DISK
 JE1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1803
 JE1803  HISTORY     - Date     Condition        Report By
 JE1803  HISTORY     - 1948     MONUMENTED       CGS
 JE1803  HISTORY     - 1958     POOR             CGS
 JE1803  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 JE1803  HISTORY     - 1967     GOOD             CGS
 JE1803
 JE1803                          STATION DESCRIPTION
 JE1803
 JE1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1803'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF LYNDON
 JE1803'AND 5.0 MILES NORTH OF MELVERN IN THE NORTHEAST CORNER OF THE V
 JE1803'FORMED BY THE JUNCTION OF NORTH-SOUTH ROAD (TO MELVERN) AND
 JE1803'STATE ROUTE 68.  IT IS 71 FEET SOUTH OF THE CENTER OF STATE ROUTE
 JE1803'68, 72 FEET WEST OF NORTH-SOUTH ROAD AND 50 FEET SOUTHWEST OF
 JE1803'TELEPHONE POLE 14-146.  IT IS STAMPED LYNDON 1948 AND PROJECTS
 JE1803'3 INCHES.
 JE1803'
 JE1803'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, SET IN
 JE1803'THE TOP OF THE HIGHWAY RIGHT-OF-WAY CONCRETE POST, 23 FEET
 JE1803'SOUTH OF THE CENTER OF STATE ROUTE 68, 40 FEET WEST OF THE
 JE1803'CENTER OF THE NORTH-SOUTH ROAD TO MELVERN AND 11 FEET NORTH
 JE1803'OF TELEPHONE POLE NO 14-146.  IT IS STAMPED LYNDON NO 1 1948
 JE1803'AND SET FLUSH WITH THE CONCRETE SURFACE.
 JE1803'
 JE1803'REFERENCE MARK NO 2 IS SOUTHEAST OF THE STATION, 95 FEET
 JE1803'SOUTH OF THE CENTER OF STATE ROUTE 68 AND 29 FEET WEST OF
 JE1803'THE CENTER OF NORTH-SOUTH ROAD TO MELVERN.  IT IS STAMPED
 JE1803'LYNDON NO 2 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE1803'
 JE1803'THE AZIMUTH MARK IS ABOUT 0.4 MILE WEST OF THE STATION, 25
 JE1803'FEET NORTH OF THE CENTER OF STATE ROUTE 68, 3 FEET SOUTH
 JE1803'OF EAST-WEST FENCE LINE AND 3 FEET SOUTH OF WITNESS POST.  IT IS
 JE1803'STAMPED LYNDON 1948 AND PROJECTS 3 INCHES.
 JE1803'
 JE1803'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT
 JE1803'HOUSE IN LYNDON, GO SOUTH ON U.S. HIGHWAY 75 FOR ABOUT 0.6
 JE1803'MILE TO STATE ROUTE 68 LEFT, BEAR LEFT AND FOLLOW STATE
 JE1803'ROUTE 68 SOUTH AND EAST FOR 3.1 MILES TO THE AZIMUTH MARK
 JE1803'ON THE NORTH SIDE AS DESCRIBED, CONTINUE EAST ON STATE ROUTE
 JE1803'68 FOR 0.4 MILE TO CROSSROAD AND STATION ON THE SOUTH SIDE
 JE1803'AS DESCRIBED.
 JE1803'
 JE1803'AN 87 FOOT SIGNAL AT STATION BICE 1934 IS VISIBLE AT 37
 JE1803'FEET.
 JE1803'
 JE1803'AN 87 FOOT SIGNAL AT STATION ROCK IS VISIBLE AT 37 FEET.
 JE1803'
 JE1803'A 74 FOOT SIGNAL AT STATION MELVERN IS VISIBLE AT 4 FEET.
 JE1803'
 JE1803'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1803
 JE1803                          STATION RECOVERY (1958)
 JE1803
 JE1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 JE1803'THE SURFACE STATION MARK AND BOTH REFERENCE MARKS HAD BEEN
 JE1803'TORN OUT WHEN THIS AREA WAS USED FOR STOCKPILING ROAD MATERIAL.
 JE1803'THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION AFTER CONSIDERABLE
 JE1803'DIGGING.  THE UNDERGROUND STATION MARK WAS LOWERED AND THE
 JE1803'SURFACE STATION MARK AND TWO REFERENCE MARKS WERE RE-ESTABLISHED.
 JE1803'A COMPLETE DESCRIPTION FOLLOWS.
 JE1803'
 JE1803'STATION IS LOCATED ABOUT 5 MILES NORTH OF MELVERN AND 3 MILES
 JE1803'SOUTHEAST OF LYNDON IN THE SOUTHWEST ANGLE OF THE JUNCTION OF
 JE1803'STATE HIGHWAY 68 AND A GRAVEL ROAD LEADING SOUTH TO MELVERN,
 JE1803'70 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 68 (MACADAM) 68
 JE1803'FEET WEST OF THE CENTER OF GRAVEL ROAD, AND 50 FEET SOUTHWEST OF
 JE1803'A POWER POLE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JE1803'STAMPED LYNDON 1948.
 JE1803'
 JE1803'REFERENCE MARK NO. 3 IS 170.97 FEET SOUTH-SOUTHEAST OF THE
 JE1803'STATION, 237 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 68,
 JE1803'33 FEET WEST OF THE CENTER OF GRAVEL ROAD, AND 2 FEET NORTH
 JE1803'OF POWER POLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 JE1803'GROUND AND DISK IS STAMPED LYNDON NO 3 1948.
 JE1803'
 JE1803'REFERENCE MARK NO. 4 IS 192.86 FEET WEST-NORTHWEST OF THE STATION,
 JE1803'257 FEET WEST OF THE CENTER OF GRAVEL ROAD, 32 FEET SOUTH OF THE
 JE1803'CENTER OF STATE HIGHWAY 68, AND 2 FEET EAST OF A POWER POLE.  THE
 JE1803'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 JE1803'STAMPED LYNDON NO 4 1948.
 JE1803'
 JE1803'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 100 YARDS
 JE1803'NORTHWEST OF A FARMHOUSE, 25 FEET NORTH OF THE CENTER OF
 JE1803'STATE HIGHWAY 68, AND 2 FEET SOUTH OF A WHITE WITNESS POST.
 JE1803'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LYNDON 1948.
 JE1803'
 JE1803'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 JE1803'SQUARE IN THE TOWN OF LYNDON, GO SOUTH ON U.S. HIGHWAY 75
 JE1803'FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 68.  TURN
 JE1803'LEFT AND FOLLOW STATE HIGHWAY 68 SOUTH AND EAST FOR 3.0
 JE1803'MILES TO THE AZIMUTH MARK ON THE LEFT OR NORTH SIDE OF THE
 JE1803'ROAD.  CONTINUE EAST ON STATE HIGHWAY 68 FOR 0.4 MILE TO
 JE1803'A GRAVEL ROAD RIGHT TO THE TOWN OF MELVERN AND THE STATION
 JE1803'IN THE SOUTHWEST ANGLE OF THE INTERSECTION AS DESCRIBED.
 JE1803'THERE IS A NEW WITNESS POST SIGN 2 FEET EAST OF THE STATION.
 JE1803
 JE1803                          STATION RECOVERY (1966)
 JE1803
 JE1803'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 JE1803'THE STATION SURFACE MARK AND BOTH REFERENCE MARKS HAVE APPARENTLY
 JE1803'BEEN DESTROYED BY STATE HIGHWAY CONSTRUCTION CREWS.  AZ. MK.
 JE1803'IS AS DESCRIBED EXCEPT WITNESS POST HAS BEEN DESTROYED.
 JE1803
 JE1803                          STATION RECOVERY (1967)
 JE1803
 JE1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JE1803'THIS STATION RECOVERED AS DESCRIBED IN 1958 AND ALL MARKS FOUND
 JE1803'IN GOOD CONDITION.  A METAL WITNESS POST WAS SET 1 FOOT
 JE1803'WEST OF THE STATION.
 JE1803'
 JE1803'THE 1958 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 JE1803'RECOVERY.
 JE1803'
 JE1803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.5 MILES
 JE1803'SOUTHEAST OF LYNDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1376 ***********************************************************************
 JF1376  DESIGNATION -  LYON
 JF1376  PID         -  JF1376
 JF1376  STATE/COUNTY-  KS/LYON
 JF1376  USGS QUAD   -  OLPE (1973)
 JF1376
 JF1376                         *CURRENT SURVEY CONTROL
 JF1376  ___________________________________________________________________
 JF1376* NAD 83(1997)-  38 19 52.73798(N)    096 11 17.46325(W)     ADJUSTED  
 JF1376* NAVD 88     -       368.1    (meters)    1208.     (feet)  GPS OBS   
 JF1376  ___________________________________________________________________
 JF1376  X           -    -540,046.270 (meters)                     COMP
 JF1376  Y           -  -4,980,776.899 (meters)                     COMP
 JF1376  Z           -   3,934,567.553 (meters)                     COMP
 JF1376  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 JF1376  ELLIP HEIGHT-         337.56  (meters)          (07/29/04) GPS OBS
 JF1376  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF1376
 JF1376  HORZ ORDER  -  B
 JF1376  ELLP ORDER  -  FOURTH    CLASS II
 JF1376
 JF1376.This mark is at Emporia Municipal Airport (EMP)
 JF1376
 JF1376.The horizontal coordinates were established by GPS observations
 JF1376.and adjusted by the National Geodetic Survey in December 1997..
 JF1376
 JF1376.The orthometric height was determined by GPS observations and a
 JF1376.high-resolution geoid model.
 JF1376
 JF1376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF1376
 JF1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1376
 JF1376.The ellipsoidal height was determined by GPS observations
 JF1376.and is referenced to NAD 83.
 JF1376
 JF1376.The geoid height was determined by GEOID03.
 JF1376
 JF1376;                    North         East     Units Scale Factor Converg.
 JF1376;SPC KS S     -   587,259.807   602,107.125   MT  0.99996192   +1 25 14.4
 JF1376;UTM  14      - 4,246,318.329   745,778.089   MT  1.00034400   +1 44 41.2
 JF1376
 JF1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1376!SPC KS S     -   0.99994704  x   0.99996192  =   0.99990896
 JF1376!UTM  14      -   0.99994704  x   1.00034400  =   1.00029102
 JF1376
 JF1376|---------------------------------------------------------------------|
 JF1376| PID    Reference Object                     Distance      Geod. Az  |
 JF1376|                                                           dddmmss.s |
 JF1376| CL4816 LYON RM 1                            24.848 METERS 01316     |
 JF1376| CL4818 LYON RM 3                             7.472 METERS 05844     |
 JF1376| JF1653 LYON AZ MK 2                        APPROX. 0.6 KM 0821102.6 |
 JF1376| JF1654 LYON TEMP PT                        131.761 METERS 08436     |
 JF1376| CL4815 LYON AZ MK                                         0902842.7 |
 JF1376| JF1375 AIRPORT BEACON EMPORIA MUN APT        5.509 METERS 09329     |
 JF1376| JF1377 VORTAC OLPE EMP                     APPROX. 6.2 KM 1353015.0 |
 JF1376| JF1373 OLPE P E PIPELINE CO TANK           APPROX. 4.6 KM 1843607.9 |
 JF1376| CL4817 LYON RM 2                            24.707 METERS 25137     |
 JF1376|---------------------------------------------------------------------|
 JF1376
 JF1376                          SUPERSEDED SURVEY CONTROL
 JF1376
 JF1376  ELLIP H (12/22/97)  337.55   (m)                       GP(       ) 4 1
 JF1376  NAD 83(1986)-  38 19 52.74586(N)    096 11 17.46672(W) AD(       ) 1
 JF1376  NAD 27      -  38 19 52.68973(N)    096 11 16.48479(W) AD(       ) 1
 JF1376  NGVD 29 (07/19/86)  367.0    (m)         1204.     (f) VERT ANG       
 JF1376
 JF1376.Superseded values are not recommended for survey control.
 JF1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1376.See file dsdata.txt to determine how the superseded data were derived.
 JF1376
 JF1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4577846318(NAD 83)
 JF1376_MARKER: DS = TRIANGULATION STATION DISK
 JF1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1376_SP_SET: CONCRETE POST
 JF1376_STAMPING: LYON 1956
 JF1376_MARK LOGO: CGS   
 JF1376_PROJECTION: FLUSH
 JF1376_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1376+STABILITY: SURFACE MOTION
 JF1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1376+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1998
 JF1376
 JF1376  HISTORY     - Date     Condition        Report By
 JF1376  HISTORY     - 1956     MONUMENTED       CGS
 JF1376  HISTORY     - 1956     GOOD             CGS
 JF1376  HISTORY     - 1968     GOOD             CGS
 JF1376  HISTORY     - 1974     GOOD             NGS
 JF1376  HISTORY     - 19890629 GOOD             NGS
 JF1376  HISTORY     - 19970303 GOOD             NGS
 JF1376  HISTORY     - 19981013 GOOD             NGS
 JF1376
 JF1376                          STATION DESCRIPTION
 JF1376
 JF1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1376'THE STATION IS ABOUT 4-1/2 MILES NORTH OF OLPE, 5 MILES SOUTH
 JF1376'OF THE CENTER OF EMPORIA, AT THE MUNICIPAL AIRPORT.  IT IS 14
 JF1376'FEET WEST OF THE NORTHWEST LEG OF THE AIRPORT BEACON TOWER,
 JF1376'14.5 FEET WEST OF THE SOUTHWEST LEG OF THE BEACON TOWER, 19.5
 JF1376'FEET SOUTHWEST OF THE CORNER OF A SMALL WHITE BUILDING AND 83
 JF1376'FEET SOUTH OF THE SOUTHEAST CORNER OF A LARGE BRICK HANGAR.
 JF1376'THE MARK IS FLUSH AND THE DISK IS STAMPED LYON 1956.
 JF1376'
 JF1376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S
 JF1376'(6TH AVENUE) AND STATE HIGHWAY 99 (COMMERCIAL STREET), GO SOUTH
 JF1376'ON HIGHWAY 99 FOR 5.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 JF1376'WEST ON A GRAVEL ROAD FOR 0.4 MILE TO THE EMPORIA MUNICIPAL
 JF1376'AIRPORT AND THE STATION AS DESCRIBED.
 JF1376'
 JF1376'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 JF1376'GRAVELED ROAD TO HIGHWAY 99.  TURN RIGHT AND GO SOUTH ON
 JF1376'HIGHWAY 99 FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 JF1376'
 JF1376'REFERENCE MARK 1 IS 2 FEET SOUTH OF THE SOUTH WALL OF THE LARGE
 JF1376'BRICK HANGAR AND 4 FEET WEST OF THE SOUTHEAST CORNER OF THE
 JF1376'HANGAR.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED LYON
 JF1376'NO 1 1956.
 JF1376'
 JF1376'REFERENCE MARK 2 IS 5 FEET NORTH OF THE SOUTHEAST CORNER OF A
 JF1376'CONCRETE HANGAR APRON AND 97 FEET SOUTH OF THE SOUTHWEST
 JF1376'CORNER OF THE LARGE BRICK HANGAR.  THE MARK IS FLUSH AND THE
 JF1376'DISK IS STAMPED LYON NO 2 1956.
 JF1376'
 JF1376'THE AZIMUTH MARK IS 37 FEET WEST OF THE CENTERLINE OF THE
 JF1376'HIGHWAY, 2 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT EAST OF A
 JF1376'WIRE FENCE AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK
 JF1376'PROJECTS 2 INCHES AND THE DISK IS STAMPED LYON 1956.
 JF1376'
 JF1376'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JF1376
 JF1376                          STATION RECOVERY (1956)
 JF1376
 JF1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 JF1376'RECOVERED IN GOOD CONDITION.
 JF1376
 JF1376                          STATION RECOVERY (1968)
 JF1376
 JF1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1376'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 JF1376'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 JF1376'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND DESTROYED BY GRADING
 JF1376'OPERATIONS FOR A NEW HANGAR.  THE DISTANCE TO REFERENCE MARK NO.
 JF1376'1 FAILED TO CHECK BY PLUS 0.11 FEET AND THE DIRECTION FAILED
 JF1376'TO CHECK BY 2 MINUTES 48 SECONDS.  THE 1956 DESCRIPTION WAS
 JF1376'FOUND ADEQUATE FOR RECOVERY.
 JF1376'
 JF1376'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK NO. 3 WHICH WAS
 JF1376'SET BY THIS PARTY.
 JF1376'
 JF1376'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LYON 1956 NO. 3
 JF1376'1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JF1376'2 INCHES.  IT IS 3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 JF1376'CONCRETE BUILDING NORTH OF BEACON AND 2 FEET SOUTH OF THE SOUTH
 JF1376'EDGE OF THE BUILDING.
 JF1376'
 JF1376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 JF1376'SOUTH OF EMPORIA.
 JF1376
 JF1376                          STATION RECOVERY (1974)
 JF1376
 JF1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JF1376'RM 1 TO RM 3 OBSTRUCTED BY A BUILDING.
 JF1376'
 JF1376'THE STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE
 JF1376'RECOVERED.  THE DIRECTION TO REFERENCE MARK CHECKED THE 1968 DATA,
 JF1376'HOWEVER A DIFFERENCE OF 0.08 FEET OR 0.023 METERS SHORTER IN THE
 JF1376'DISTANCE TO REFERENCE MARK 1 WAS NOTED.  THE DISTANCE AND
 JF1376'DIRECTION TO REFERENCE MARK 3 CHECKED THE 1968 DATA.  A DIFFERENCE
 JF1376'OF 10.1 SECONDS IN THE DIRECTION TO THE AZIMUTH MARK WAS NOTED
 JF1376'FROM THE 1956 DATA.  FOLLOWING IS A NEW DESCRIPTION.
 JF1376'
 JF1376'THE STATION IS ABOUT 12 MILES WEST OF HARTFORD, 10 MILES SOUTHEAST
 JF1376'OF PLYMOUTH, 5 MILES SOUTH OF EMPORIA, ON THE GROUNDS OF THE EMPORIA
 JF1376'MUNICIPAL AIRPORT, NEAR THE AIRPORT BEACON IN THE NW 1/4 OF SEC 10,
 JF1376'R 11 E, T 20 S.
 JF1376'
 JF1376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 (6TH
 JF1376'AVENUE) AND STATE HIGHWAY 99 (COMMERCIAL STREET) IN DOWNTOWN EMPORIA,
 JF1376'GO SOUTH ON STATE HIGHWAY 99 FOR 5.1 MILES TO A PAVED
 JF1376'CROSSROAD.  (TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE SOUTH
 JF1376'ON HIGHWAY 99 FOR 0.1 MILE TO THE MARK ON THE RIGHT.) TURN RIGHT
 JF1376'AND GO WEST ON A PAVED ROAD FOR 0.4 MILE TO THE ENTRANCE TO THE
 JF1376'AIRPORT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.1 MILE
 JF1376'TO THE AIRPORT BEACON AND THE STATION ON THE RIGHT.
 JF1376'
 JF1376'STATION MARK IS A STANDARD DISK, STAMPED LYON 1956, SET IN THE TOP
 JF1376'OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS 3 INCHES BELOW THE
 JF1376'GROUND SURFACE.  IT IS 46.8 FEET EAST-SOUTHEAST OF THE NORTHEAST
 JF1376'CORNER OF A METAL BUILDING, 19.5 FEET SOUTHWEST OF THE SOUTHWEST
 JF1376'CORNER OF A CONCRETE BUILDING AND 9.0 FEET EAST OF A 16 INCH
 JF1376'POPULAR TREE.
 JF1376'
 JF1376'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LYON NO 1 1956, SET IN
 JF1376'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4
 JF1376'INCHES ABOVE THE GROUND.  IT IS 76.0 FEET NORTHEAST OF THE NORTHEAST
 JF1376'CORNER OF THE METAL BUILDING, 52.5 FEET NORTH OF THE NORTH
 JF1376'SIDE OF A SMALL CONCRETE BUILDING, 2.7 FEET SOUTH OF A BRICK
 JF1376'BUILDING AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 JF1376'
 JF1376'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LYON 1956 NO 3 1968,
 JF1376'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 JF1376'2 INCHES ABOVE THE GROUND.  IT IS 41.0 FEET WEST-SOUTHWEST OF A
 JF1376'TRANSFORMER POLE, 9.3 FEET NORTH OF THE NORTHEAST LEG OF THE
 JF1376'BEACON TOWER, 2.0 FEET SOUTH OF THE SMALL CONCRETE BUILDING AND
 JF1376'ABOUT THE SAME ELEVATION AS THE STATION.
 JF1376'
 JF1376'AZIMUTH MARK IS A STANDARD DISK, STAMPED LYON 1956, SET IN THE TOP
 JF1376'OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4 INCHES ABOVE
 JF1376'THE GROUND.  IT IS 37.6 FEET WEST OF THE CENTER OF STATE HIGHWAY
 JF1376'99, 15.4 FEET EAST OF A FENCE AND 1.2 FEET NORTH OF A WITNESS POST.
 JF1376'
 JF1376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 JF1376'EMPORIA.
 JF1376'
 JF1376'HEIGHT OF LIGHT ABOVE STATION MARK 60.1 FEET.
 JF1376
 JF1376                          STATION RECOVERY (1989)
 JF1376
 JF1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 JF1376'THE STATION IS LOCATED ABOUT 8.3 KM (5.15 MI) SOUTH OF EMPORIA, 7.25
 JF1376'KM (4.50 MI) NORTH OF OLPE AND WEST OF THE BEACON AT THE EMPORIA
 JF1376'MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF EMPORIA, C/O AIRPORT MANAGER
 JF1376'KEN ADAMS, ROUTE 4, EMPORIA KS 66801.  PHONE (316)342-3598.
 JF1376'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JF1376'HIGHWAYS 57 AND 99 IN EMPORIA, GO SOUTH ON HIGHWAYS 57 AND 99 FOR 8.2
 JF1376'KM (5.10 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON PAVED ROAD FOR
 JF1376'0.65 KM (0.40 MI) TO THE AIRPORT OFFICE AND PARKING LOT.  TURN LEFT
 JF1376'AND GO SOUTH FOR 0.1 KM (0.05 MI), PASSING THROUGH THE PARKING LOT AND
 JF1376'A GATE, TO THE STATION ON THE RIGHT, BEHIND THE BEACON TOWER.
 JF1376'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 JF1376'CONCRETE POST RECESSED 10 CM BELOW THE GROUND.  LOCATED 25.4 M
 JF1376'(83.3 FT) SOUTH OF THE SOUTHEAST CORNER OF A LARGE BRICK HANGER, 6.2 M
 JF1376'(20.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WHITE BUILDING,
 JF1376'4.4 M (14.4 FT) WEST OF THE SOUTHWEST LEG OF THE TOWER AND 4.1 M
 JF1376'(13.5 FT) WEST OF THE NORTHWEST LEG OF THE TOWER.
 JF1376'DESCRIBED BY H.J. SKELLEY, TYPED BY HJS.
 JF1376
 JF1376                          STATION RECOVERY (1997)
 JF1376
 JF1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JF1376'THE STATION IS LOCATED ABOUT 8.3 KM (5.15 MI) SOUTH OF EMPORIA, 7.25
 JF1376'KM (4.50 MI) NORTH OF OLPE, AT THE EMPORIA MUNICIPAL AIRPORT, IN THE
 JF1376'GRASSY AREA BETWEEN THE AIRPORT BEACON TOWER AND A LARGE GREEN METAL
 JF1376'BUILDING,NORTH OF A GRAVELED PARKING AREA.  OWNERSHIP--CITY OF
 JF1376'EMPORIA, C/O EMPORIA MUNICIPAL AIRPORT, 1013 COUNTY ROAD 120, EMPORIA
 JF1376'KS 66801, AIRPORT MANAGER DON TEVIS, PHONE 316-342-3598 (OFFICE) OR
 JF1376'343-3141 (HOME).  NOTE--CONTACT AIRPORT OFFICE ON ARRIVAL.  TO REACH
 JF1376'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAYS 57
 JF1376'AND 99 IN EMPORIA, GO SOUTH FOR 8.2 KM (5.10 MI) ON HIGHWAYS 57 AND 99
 JF1376'TO THE AIRPORT ENTRANCE ROAD 120 ON THE RIGHT.  TURN RIGHT, WEST FOR
 JF1376'0.65 KM (0.40 MI) ON THE ENTRANCE ROAD TO THE AIRPORT OFFICE AND
 JF1376'PARKING LOT.  TURN LEFT, SOUTH FOR 0.1 KM (0.05 MI), PASSING THROUGH
 JF1376'THE PARKING LOT AND A GATE, TO THE STATION ON THE RIGHT, JUST WEST OF
 JF1376'THE BEACON TOWER.  LOCATED 25.4 M (83.3 FT) SOUTH OF THE SOUTHEAST
 JF1376'CORNER OF A LARGE BRICK HANGAR, 11.3 M (37.1 FT) EAST OF THE EAST WALL
 JF1376'OF A LARGE GREEN METAL BUILDING, 7.9 M (25.9 FT) SOUTHEAST OF THE
 JF1376'CENTER OF THE NORTHEAST END OF A 36-INCH CONCRETE CULVERT, 5.9 M (19.4
 JF1376'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL CONCRETE BUILDING,
 JF1376'4.4 M (14.4 FT) WEST-NORTHWEST OF THE SOUTHWEST LEG OF BEACON TOWER,
 JF1376'4.2 M (13.8 FT) WEST-SOUTHWEST OF THE NORTHWEST LEG OF TOWER, ABOUT
 JF1376'0.1 M (0.3 FT) LOWER THAN THE PARKING AREA LEVEL AND RECESSED 10 CM
 JF1376'BELOW GROUND.  NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT
 JF1376'CONTROL STATION.
 JF1376
 JF1376                          STATION RECOVERY (1998)
 JF1376
 JF1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 JF1376'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1084 ***********************************************************************
 HE1084  DESIGNATION -  LYON
 HE1084  PID         -  HE1084
 HE1084  STATE/COUNTY-  KS/CHEROKEE
 HE1084  USGS QUAD   -  NEUTRAL (1977)
 HE1084
 HE1084                         *CURRENT SURVEY CONTROL
 HE1084  ___________________________________________________________________
 HE1084* NAD 83(1997)-  37 06 18.23759(N)    094 50 42.44357(W)     ADJUSTED  
 HE1084* NAVD 88     -       289.5    (meters)     950.     (feet)  VERTCON   
 HE1084  ___________________________________________________________________
 HE1084  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 HE1084  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 HE1084
 HE1084  HORZ ORDER  -  SECOND
 HE1084
 HE1084.The horizontal coordinates were established by classical geodetic methods
 HE1084.and adjusted by the National Geodetic Survey in October 1998..
 HE1084
 HE1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1084
 HE1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1084
 HE1084.The geoid height was determined by GEOID03.
 HE1084
 HE1084;                    North         East     Units Scale Factor Converg.
 HE1084;SPC KS S     -   455,023.521   724,806.917   MT  1.00003569   +2 14 45.7
 HE1084;UTM  15      - 4,108,120.718   336,046.571   MT  0.99993115   -1 06 48.1
 HE1084
 HE1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1084!SPC KS S     -   0.99995924  x   1.00003569  =   0.99999493
 HE1084!UTM  15      -   0.99995924  x   0.99993115  =   0.99989039
 HE1084
 HE1084:                Primary Azimuth Mark                     Grid Az
 HE1084:SPC KS S     -  COLUMBUS MUNICIPAL STANDPIPE             358 54 35.5
 HE1084:UTM  15      -  COLUMBUS MUNICIPAL STANDPIPE             002 16 09.3
 HE1084
 HE1084|---------------------------------------------------------------------|
 HE1084| PID    Reference Object                     Distance      Geod. Az  |
 HE1084|                                                           dddmmss.s |
 HE1084| HE1078 COLUMBUS MUNICIPAL STANDPIPE        APPROX. 7.6 KM 0010921.2 |
 HE1084| HE1077 COLUMBUS MUNICIPAL TANK             APPROX. 6.6 KM 0025911.9 |
 HE1084| HE1082 COLUMBUS FARMERS COOP ELEVATOR      APPROX. 6.4 KM 0051546.7 |
 HE1084| HE1080 COLUMBUS GRAIN CO ELEVATOR          APPROX. 7.4 KM 0053135.1 |
 HE1084| CN7344 LYON RM 3                            16.105 METERS 15902     |
 HE1084| CN7342 LYON RM 1                            31.885 METERS 18436     |
 HE1084| CN5720 939                                                2675145.7 |
 HE1084| CN7343 LYON RM 2                            32.900 METERS 27151     |
 HE1084|---------------------------------------------------------------------|
 HE1084
 HE1084                          SUPERSEDED SURVEY CONTROL
 HE1084
 HE1084  NAD 83(1997)-  37 06 18.24264(N)    094 50 42.44446(W) AD(       ) 2
 HE1084  NAD 83(1986)-  37 06 18.25304(N)    094 50 42.43653(W) AD(       ) 2
 HE1084  NAD 27      -  37 06 18.02116(N)    094 50 41.59038(W) AD(       ) 2
 HE1084  NGVD 29 (07/19/86)  289.4    (m)          949.     (f) VERT ANG       
 HE1084
 HE1084.Superseded values are not recommended for survey control.
 HE1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1084.See file dsdata.txt to determine how the superseded data were derived.
 HE1084
 HE1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3604708121(NAD 83)
 HE1084_MARKER: DS = TRIANGULATION STATION DISK
 HE1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1084
 HE1084  HISTORY     - Date     Condition        Report By
 HE1084  HISTORY     - 1965     MONUMENTED       CGS
 HE1084  HISTORY     - 1966     GOOD             CGS
 HE1084  HISTORY     - 1970     GOOD             NGS
 HE1084
 HE1084                          STATION DESCRIPTION
 HE1084
 HE1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1084'THE STATION IS 9 MILES SOUTHWEST OF CRESTLINE, 4-1/2 MILES
 HE1084'SOUTH OF COLUMBUS, 3/4 MILE WEST OF U.S. HIGHWAY 69, AND ON THE
 HE1084'NORTH RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE ROAD.
 HE1084'
 HE1084'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 HE1084'SQUARE, IN COLUMBUS, GO EAST ON MAPLE STREET FOR 0.55 MILE
 HE1084'TO THE JUNCTION OF U.S. HIGHWAY 69.  TURN RIGHT AND GO SOUTH
 HE1084'ON HIGHWAY 69 FOR 4.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 HE1084'WEST ON A GRAVEL ROAD FOR 0.75 MILE TO RAILROAD TRACKS AND THE
 HE1084'STATION ON THE RIGHT.
 HE1084'
 HE1084'STATION MARK IS A STANDARD DISK STAMPED LYON 1964, SET IN THE
 HE1084'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HE1084'IT IS 152 FEET NORTH OF A NORTHWEST FENCE CORNER POST, 69 FEET EAST
 HE1084'OF THE EAST RAIL OF RAILROAD TRACKS, 27 FEET NORTH OF THE
 HE1084'CENTERLINE OF THE GRAVEL ROAD AND 7.5 FEET EAST OF A METAL
 HE1084'WITNESS POST.
 HE1084'
 HE1084'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LYON NO 1 1964,
 HE1084'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 HE1084'4 INCHES.  IT IS 79 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL
 HE1084'ROAD, 59.5 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS, 52
 HE1084'FEET SOUTH OF THE CORNER FENCE POST AND 1 FOOT EAST OF A
 HE1084'NORTH-SOUTH FENCE.
 HE1084'
 HE1084'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LYON NO 2 1964,
 HE1084'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 HE1084'3 INCHES.  IT IS 33.5 FEET WEST OF THE WEST RAIL OF RAILROAD
 HE1084'TRACKS, 29 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD AND
 HE1084'1 FOOT EAST OF THE SOUTHEAST CORNER FENCE POST.
 HE1084'
 HE1084'BENCH MARK, IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 HE1084'939 1916, A BRONZE CAP BOLTED TO THE TOP OF A 4-INCH IRON PIPE
 HE1084'WHICH PROJECTS 6 INCHES.  IT IS 38.5 FEET SOUTH OF THE CENTERLINE
 HE1084'OF AN EAST-WEST GRAVEL ROAD, 25 FEET WEST OF THE CENTERLINE
 HE1084'OF A NORTH-SOUTH GRAVEL ROAD, 9 FEET SOUTH OF A NORTHEAST
 HE1084'CORNER FENCE POST, AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.
 HE1084'
 HE1084'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 HE1084'GRAVEL ROAD FOR 0.25 MILE TO A CROSSROAD AND THE MARK IN THE
 HE1084'SOUTHWEST ANGLE OF THE INTERSECTION.
 HE1084'
 HE1084'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE1084
 HE1084                          STATION RECOVERY (1966)
 HE1084
 HE1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1084'STATION RECOVERED AS DESCRIBED IN 1965 BY J.C. CHILDS.  ALL
 HE1084'MARKS ARE IN GOOD CONDITION.
 HE1084
 HE1084                          STATION RECOVERY (1970)
 HE1084
 HE1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HE1084'THE STATION MARK, REFERENCE MARK NO. 2, AND THE B. M. 939 (USGS)
 HE1084'(AZIMUTH MARK) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HE1084'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN GOOD CONDITION AND
 HE1084'THE MARK WAS FOUND IN A CULTIVATED FIELD SINCE THE OLD RAILROAD
 HE1084'TRACK MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN ABANDONED.
 HE1084'AT THE REQUEST OF THE PROPERTY OWNER THIS MARK WAS DESTROYED.
 HE1084'THE DISTANCE TO THE REFERENCE MARKS CHECKED.  THE DIRECTION TO
 HE1084'REFERENCE MARK NO. 1 FAILED TO CHECK BY 2 MINUTES 05 SECONDS.  THE
 HE1084'DIRECTION TO REFERENCE MARK NO. 2 FAILED TO CHECK BY 3 MINUTES 12
 HE1084'SECONDS.  THE TO REACH THE STATION AND THE AZIMUTH MARK WERE
 HE1084'FOUND CORRECT.  REFERENCE MARK NO. 3 WAS SET.
 HE1084'
 HE1084'FOLLOWING ARE ADDITIONAL NOTES AND A DESCRIPTION FOR REFERENCE MARK
 HE1084'NO. 3.
 HE1084'
 HE1084'STATION MARK, A STANDARD DISK STAMPED LYON 1964, IS SET IN THE TOP
 HE1084'OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 HE1084'GROUND.  IT IS 71.5 FEET EAST OF THE CENTER OF OLD RAILROAD BED,
 HE1084'27 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, AND 7.5 FEET EAST
 HE1084'OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 HE1084'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LYON NO. 2 1964,
 HE1084'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 HE1084'INCHES.  IT IS 37 FEET WEST OF THE CENTER OF THE OLD RAILROAD
 HE1084'BED, 29 FEET NORTH OF THE CENTER OF THE ROAD, AND 1 FOOT EAST OF
 HE1084'A CORNER FENCE POST.
 HE1084'
 HE1084'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LYON 1964 NO. 3 1970,
 HE1084'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 HE1084'IT IS 91 FEET EAST OF THE CENTER OF THE OLD RAILROAD BED, 25 FEET
 HE1084'SOUTH OF THE CENTER OF THE ROAD, AND 1 FOOT NORTH OF THE WEST GATE
 HE1084'POST AT A FIELD ENTRANCE.
 HE1084'
 HE1084'A METAL WITNESS POST WAS SET 0.5 FEET WEST OF B. M. 939 (USGS)
 HE1084'(AZIMUTH MARK).
 HE1084'
 HE1084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 HE1084'SOUTH OF COLUMBUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0909 ***********************************************************************
 HH0909  DESIGNATION -  LYON
 HH0909  PID         -  HH0909
 HH0909  STATE/COUNTY-  KS/MEADE
 HH0909  USGS QUAD   -  FOWLER (1977)
 HH0909
 HH0909                         *CURRENT SURVEY CONTROL
 HH0909  ___________________________________________________________________
 HH0909* NAD 83(1997)-  37 24 06.81087(N)    100 07 57.14260(W)     ADJUSTED  
 HH0909* NAVD 88     -       795.1    (meters)    2609.     (feet)  VERTCON   
 HH0909  ___________________________________________________________________
 HH0909  X           -    -892,583.768 (meters)                     COMP
 HH0909  Y           -  -4,994,505.746 (meters)                     COMP
 HH0909  Z           -   3,853,387.197 (meters)                     COMP
 HH0909  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HH0909  ELLIP HEIGHT-         769.35  (meters)          (10/02/98) GPS OBS
 HH0909  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 HH0909
 HH0909  HORZ ORDER  -  FIRST
 HH0909  ELLP ORDER  -  FOURTH    CLASS I
 HH0909
 HH0909.The horizontal coordinates were established by classical geodetic methods
 HH0909.and adjusted by the National Geodetic Survey in October 1998..
 HH0909
 HH0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0909
 HH0909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HH0909
 HH0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0909
 HH0909.The ellipsoidal height was determined by GPS observations
 HH0909.and is referenced to NAD 83.
 HH0909
 HH0909.The geoid height was determined by GEOID03.
 HH0909
 HH0909;                    North         East     Units Scale Factor Converg.
 HH0909;SPC KS S     -   482,864.414   255,464.132   MT  0.99997617   -1 00 11.7
 HH0909;UTM  14      - 4,140,058.846   399,762.186   MT  0.99972376   -0 41 16.7
 HH0909
 HH0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0909!SPC KS S     -   0.99987928  x   0.99997617  =   0.99985546
 HH0909!UTM  14      -   0.99987928  x   0.99972376  =   0.99960308
 HH0909
 HH0909:                Primary Azimuth Mark                     Grid Az
 HH0909:SPC KS S     -  MINNEOLA PAN EAST CO MICROWAVE           036 02 19.3
 HH0909:UTM  14      -  MINNEOLA PAN EAST CO MICROWAVE           035 43 24.3
 HH0909
 HH0909|---------------------------------------------------------------------|
 HH0909| PID    Reference Object                     Distance      Geod. Az  |
 HH0909|                                                           dddmmss.s |
 HH0909| HH0877 MINNEOLA PAN EAST CO MICROWAVE      APPROX.17.8 KM 0350207.6 |
 HH0909| HH0876 MINNEOLA RAD STA KAQ 46 MAST        APPROX.17.6 KM 0353224.9 |
 HH0909| HH0874 MINNEOLA KANS PWR AND LT TANK       APPROX.17.3 KM 0370328.7 |
 HH0909| HH0873 MINNEOLA RAD STA KAF 216 MAST       APPROX.17.3 KM 0373032.2 |
 HH0909| HG1017 MINNEOLA RAD KAB 598 MAST           APPROX.20.2 KM 0481921.7 |
 HH0909| HG0995 BLOOM CO OP GRAIN ELEVATOR          APPROX.23.0 KM 0651904.5 |
 HH0909| HH0906 MINNEOLA MUN WATER TANK             APPROX.11.6 KM 0661117.1 |
 HH0909| CK9337 LYON AZ MK                                         0911927.1 |
 HH0909| HH0908 FOWLER MICH WISC PIPELINE MAST      APPROX. 1.3 KM 1550004.5 |
 HH0909| CK9338 LYON RM 1                            17.307 METERS 16618     |
 HH0909| HH0073 S 22                                425.333 METERS 2350106.7 |
 HH0909| HH0910 FOWLER MUN TANK                     APPROX. 5.8 KM 2531915.9 |
 HH0909| CK9339 LYON RM 2                            12.724 METERS 25907     |
 HH0909|---------------------------------------------------------------------|
 HH0909
 HH0909                          SUPERSEDED SURVEY CONTROL
 HH0909
 HH0909  NAD 83(1997)-  37 24 06.81863(N)    100 07 57.14260(W) AD(       ) 1
 HH0909  NAD 83(1986)-  37 24 06.80964(N)    100 07 57.14374(W) AD(       ) 1
 HH0909  NAD 27      -  37 24 06.72688(N)    100 07 55.64373(W) AD(       ) 1
 HH0909  NGVD 29 (02/23/90)  794.8    (m)         2608.     (f) GPS OBS        
 HH0909
 HH0909.Superseded values are not recommended for survey control.
 HH0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0909.See file dsdata.txt to determine how the superseded data were derived.
 HH0909
 HH0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG9976240059(NAD 83)
 HH0909_MARKER: DS = TRIANGULATION STATION DISK
 HH0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0909_SP_SET: CONCRETE POST
 HH0909_STAMPING: LYON 1961
 HH0909_MARK LOGO: CGS   
 HH0909_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0909+STABILITY: SURFACE MOTION
 HH0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0909+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1989
 HH0909
 HH0909  HISTORY     - Date     Condition        Report By
 HH0909  HISTORY     - 1961     MONUMENTED       CGS
 HH0909  HISTORY     - 1961     GOOD             CGS
 HH0909  HISTORY     - 1962     GOOD             USGS
 HH0909  HISTORY     - 1964     GOOD             CGS
 HH0909  HISTORY     - 1970     GOOD             NGS
 HH0909  HISTORY     - 19890615 GOOD             NGS
 HH0909
 HH0909                          STATION DESCRIPTION
 HH0909
 HH0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0909'THE STATION IS APPROXIMATELY 17-1/4 MILES SOUTH AND 5 MILES WEST OF
 HH0909'ENSIGN, 7 MILES WEST OF MINNEOLA, AND ON THE NORTH RIGHT-OF-WAY OF
 HH0909'A COUNTY ROAD.
 HH0909'
 HH0909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 54
 HH0909'IN MINNEOLA, GO WESTERLY ON HIGHWAY 54 FOR 7.05 MILES TO A SIDE ROAD
 HH0909'RIGHT, AND A BRIDGE ON THE RIGHT.  TURN RIGHT, CROSS THE BRIDGE,
 HH0909'AND GO NORTH AND EAST ON A DIRT ROAD FOR 0.25 MILE AND THE STATION
 HH0909'ON THE LEFT, NORTH, SIDE OF THE ROAD.
 HH0909'
 HH0909'STATION MARKS ARE STANDARD DISKS STAMPED LYON 1961.  THE SURFACE DISK
 HH0909'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HH0909'GROUND.  IT IS 20 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 5.5
 HH0909'FEET SOUTHEAST OF A METAL WITNESS POST AND 4 FEET SOUTH OF A FENCE.
 HH0909'THE UNDERGROUND DISK IS SET IN AN IRREGUALR MASS OF CONCRETE 42
 HH0909'INCHES BELOW THE SURFACE OF THE GROUND.
 HH0909'
 HH0909'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LYON NO 1961, IS SET IN
 HH0909'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 60.5 FEET
 HH0909'SOUTH OF THE FENCE, 38 FEET SOUTH OF THE CENTER OF THE DIRT ROAD AND
 HH0909'2 FEET SOUTHEAST OF A METAL WITNESS POST.
 HH0909'
 HH0909'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LYON NO 2 1961, IS SET
 HH0909'IN SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 36.5 FEET
 HH0909'WEST OF THE METAL WITNESS POST, 23 FEET NORTH OF THE CENTER OF THE
 HH0909'DIRT ROAD AND 1 FOOT SOUTH OF THE FENCE.
 HH0909'
 HH0909'AZIMUTH MARK, A STANDARD DISK STAMPED LYON 1961, IS SET IN A SQUARE
 HH0909'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 26 FEET SOUTH OF THE
 HH0909'CENTER OF A DIRT ROAD, 6 FEET SOUTH OF A FENCE, 2 FEET SOUTH OF A
 HH0909'METAL WITNESS POST AND 1 FOOT NORTH OF A POWER POLE.
 HH0909'
 HH0909'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND SOUTH ON THE
 HH0909'DIRT ROAD FOR 0.25 MILE TO HIGHWAY 54.  TURN LEFT AND GO EASTERLY ON
 HH0909'HIGHWAY 54 FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 HH0909'AND GO SOUTH ON A DIRT ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE
 HH0909'LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR 0.25 MILE AND
 HH0909'THE AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE OF THE ROAD.
 HH0909'
 HH0909'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HH0909
 HH0909                          STATION RECOVERY (1961)
 HH0909
 HH0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 HH0909'RECOVERED IN GOOD CONDITION.
 HH0909
 HH0909                          STATION RECOVERY (1962)
 HH0909
 HH0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HH0909'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HH0909
 HH0909                          STATION RECOVERY (1964)
 HH0909
 HH0909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HH0909'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HH0909'
 HH0909'THE STATION WAS NOT OCCUPIED THIS PARTY, WAS RECOVERED FOR A CHECK
 HH0909'ANGLE FOR TRIANGULATION STATION HARSBERGER 1961.
 HH0909
 HH0909                          STATION RECOVERY (1970)
 HH0909
 HH0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0909'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 HH0909'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.  A DISCREPANCY
 HH0909'WAS FOUND IN THE DISTANCE TO REFERENCE MARK 2, THIS DISTANCE WAS
 HH0909'CHECKED AND THE 1970 MEASUREMENT WAS FOUND TO BE CORRECT.
 HH0909'A GEODIMETER TRAVERSE WAS MADE TO BM S 22 1933.  A NEW AND
 HH0909'COMPLETE DESCRIPTION FOLLOWS--
 HH0909'
 HH0909'THE STATION IS LOCATED 17-1/4 MILES SOUTH AND 5 MILES WEST OF ENSIGN,
 HH0909'7 MILES WEST OF MINNEOLA AND ON A COUNTY ROAD RIGHT-OF-WAY.
 HH0909'
 HH0909'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 54 AND
 HH0909'283 IN MINNEOLA, GO WESTERLY ON HIGHWAY 54 FOR 7.3 MILES TO A SIDE
 HH0909'ROAD AND BRIDGE ON THE RIGHT.  (TO REACH BM S 22 FROM HERE CONTINUE
 HH0909'WESTERLY FOR 0.2 MILE TO THE MARK ON THE RIGHT).  TURN RIGHT,
 HH0909'CROSSING BRIDGE, AND GO NORTH AND EAST FOR 0.15 MILE TO THE STATION
 HH0909'ON THE LEFT.
 HH0909'
 HH0909'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST AND SOUTH FOR
 HH0909'0.15 MILE TO HIGHWAY 54.  TURN LEFT AND GO EAST ON THE HIGHWAY FOR
 HH0909'0.4 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A
 HH0909'DIRT ROAD FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 HH0909'TO EAST ON A DIRT ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 HH0909'
 HH0909'THE STATION MARKS ARE STANDARD DISKS STAMPED LYON 1961.  THE SURFACE
 HH0909'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 HH0909'FLUSH WITH THE GROUND SURFACE. IT IS 21 FEET NORTH OF THE CENTER OF
 HH0909'A BLADED ROAD, 6.0 FEET SOUTHEAST OF A METAL WITNESS POST AND 4.0
 HH0909'FEET SOUTH OF A BARBED WIRE FENCE.  THE UNDERGROUND DISK IS SET IN
 HH0909'AN IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW THE
 HH0909'GROUND SURFACE.
 HH0909'
 HH0909'REFERENCE MARK 1, A STANDARD DISK STAMPED LYON NO 1 1961, IS SET
 HH0909'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 HH0909'INCHES ABOVE THE GROUND SURFACE.  IT IS 61 FEET SOUTH OF THE FENCE,
 HH0909'37 FEET SOUTH OF THE ROAD AND 2 FEET SOUTHEAST OF A METAL WITNESS
 HH0909'POST.
 HH0909'
 HH0909'REFERENCE MARK 2, A STANDARD DISK STAMPED LYON NO 2 1961, IS SET IN
 HH0909'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 HH0909'ABOVE THE GROUND SURFACE.  IT IS 36.6 FEET SOUTH OF THE FENCE, 24
 HH0909'FEET NORTH OF THE CENTER OF THE ROAD AND 1.0 FOOT WEST OF A METAL
 HH0909'WITNESS POST.
 HH0909'
 HH0909'THE AZIMUTH MARK, A STANDARD DISK STAMPED LYON 1961, IS SET IN THE
 HH0909'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 HH0909'ABOVE THE GROUND SURFACE.  IT IS 25 FEET SOUTH OF THE CENTER OF A
 HH0909'DIRT ROAD, 6 FEET SOUTH OF A FENCE, 2.2 FEET SOUTH OF A METAL
 HH0909'WITNESS POST AND 1.4 FEET NORTH OF A POWER LINE POLE.
 HH0909'
 HH0909'BENCH MARK S 22, A STANDARD DISK STAMPED S 22 1933, IS CEMENTED IN
 HH0909'A DRILL HOLE IN THE CENTER OF A CULVERT HEADWALL OF THE OLD ROAD
 HH0909'BED THAT 6 INCHES BELOW THE GROUND SURFACE.  IT IS 87 FEET
 HH0909'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 54, 71 FEET SOUTHEAST OF
 HH0909'THE SOUTH RAIL OF THE RAIDROAD TRACK, 19.5 FEET SOUTHEAST OF A
 HH0909'TELEPHONE POLE, 2.8 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 HH0909'CULVERT HEADWALL, 2.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 HH0909'HEADWALL AND 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST.
 HH0909'
 HH0909'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 72.00 FEET OR
 HH0909'21.945 METERS.
 HH0909'
 HH0909'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WEST OF
 HH0909'MINNENOLA.
 HH0909'
 HH0909'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 FEET.
 HH0909
 HH0909                          STATION RECOVERY (1989)
 HH0909
 HH0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HH0909'THE STATION IS LOCATED ABOUT 4.35 KM (2.70 MI) NORTHEAST OF FOWLER,
 HH0909'ALONG A GRAVEL ROAD, ON THE SOUTH EDGE OF SECTION 26, T 30 S, R 26 W.
 HH0909'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 HH0909'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE
 HH0909'HIGHWAY 98 JUST SOUTH OF FOWLER, GO NORTHEAST ON HIGHWAY 54 FOR 1.45
 HH0909'KM (0.90 MI) TO A GRAVEL CROSSROAD AT AN ELECTRIC SUBSTATION.
 HH0909'CONTINUE AHEAD FOR 4.8 KM (3.00 MI) TO A GRAVEL ROAD LEFT ACROSS A
 HH0909'BRIDGE.  TURN LEFT AND GO NORTHWEST ON ROAD FOR 0.2 KM (0.10 MI) TO
 HH0909'THE STATION ON THE LEFT.
 HH0909'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 HH0909'CONCRETE POST RECESSED 5 CM BELOW THE GROUND.  LOCATED 6.7 M
 HH0909'(22.0 FT) NORTHWEST OF THE ROAD CENTER, 1.2 M (3.9 FT) SOUTHEAST OF A
 HH0909'FENCE, 1.8 M (5.9 FT) EAST OF A METAL WITNESS POST AND 0.6 M (2.0 FT)
 HH0909'SOUTHWEST OF A CARSONITE WITNESS POST.
 HH0909'DESCRIBED BY G.R. HEID, TYPED BY HJS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1653 ***********************************************************************
 JF1653  DESIGNATION -  LYON AZ MK 2
 JF1653  PID         -  JF1653
 JF1653  STATE/COUNTY-  KS/LYON
 JF1653  USGS QUAD   -  OLPE (1973)
 JF1653
 JF1653                         *CURRENT SURVEY CONTROL
 JF1653  ___________________________________________________________________
 JF1653* NAD 83(1997)-  38 19 55.48627(N)    096 10 52.03787(W)     ADJUSTED  
 JF1653* NAVD 88     -       365.5    (meters)    1199.     (feet)  VERTCON   
 JF1653  ___________________________________________________________________
 JF1653  X           -    -539,426.455 (meters)                     COMP
 JF1653  Y           -  -4,980,789.390 (meters)                     COMP
 JF1653  Z           -   3,934,632.610 (meters)                     COMP
 JF1653  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 JF1653  ELLIP HEIGHT-         335.27  (meters)          (10/02/98) GPS OBS
 JF1653  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JF1653
 JF1653  HORZ ORDER  -  SECOND
 JF1653  ELLP ORDER  -  FOURTH    CLASS I
 JF1653
 JF1653.This mark is at Emporia Municipal Airport (EMP)
 JF1653
 JF1653.The horizontal coordinates were established by classical geodetic methods
 JF1653.and adjusted by the National Geodetic Survey in October 1998..
 JF1653
 JF1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1653
 JF1653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF1653
 JF1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1653
 JF1653.The ellipsoidal height was determined by GPS observations
 JF1653.and is referenced to NAD 83.
 JF1653
 JF1653.The geoid height was determined by GEOID03.
 JF1653
 JF1653;                    North         East     Units Scale Factor Converg.
 JF1653;SPC KS S     -   587,359.851   602,722.329   MT  0.99996202   +1 25 30.1
 JF1653;UTM  14      - 4,246,421.892   746,392.952   MT  1.00034772   +1 44 57.1
 JF1653
 JF1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1653!SPC KS S     -   0.99994740  x   0.99996202  =   0.99990942
 JF1653!UTM  14      -   0.99994740  x   1.00034772  =   1.00029510
 JF1653
 JF1653:                Primary Azimuth Mark                     Grid Az
 JF1653:SPC KS S     -  LYON TEMP PT                             260 06 58.5
 JF1653:UTM  14      -  LYON TEMP PT                             259 47 31.5
 JF1653
 JF1653|---------------------------------------------------------------------|
 JF1653| PID    Reference Object                     Distance      Geod. Az  |
 JF1653|                                                           dddmmss.s |
 JF1653| JF1654 LYON TEMP PT                        491.696 METERS 2613228.6 |
 JF1653| JF1376 LYON                                APPROX. 0.6 KM 2621118.3 |
 JF1653| JF1387 EMPORIA W MUNICIPAL STANDPIPE       APPROX.11.1 KM 3430132.8 |
 JF1653|---------------------------------------------------------------------|
 JF1653
 JF1653                          SUPERSEDED SURVEY CONTROL
 JF1653
 JF1653  NAD 83(1986)-  38 19 55.49373(N)    096 10 52.04149(W) AD(       ) 2
 JF1653  NAD 27      -  38 19 55.43763(N)    096 10 51.06031(W) AD(       ) 2
 JF1653  NGVD 29 (12/08/88)  365.4    (m)         1199.     (f) VERT ANG       
 JF1653
 JF1653.Superseded values are not recommended for survey control.
 JF1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1653.See file dsdata.txt to determine how the superseded data were derived.
 JF1653
 JF1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4639346422(NAD 83)
 JF1653_MARKER: DZ = AZIMUTH MARK DISK
 JF1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1653_SP_SET: CONCRETE POST
 JF1653_STAMPING: LYON 1956 NO 2 1986
 JF1653_MARK LOGO: NGS   
 JF1653_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1653+STABILITY: SURFACE MOTION
 JF1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1653+SATELLITE: SATELLITE OBSERVATIONS - July 05, 1989
 JF1653
 JF1653  HISTORY     - Date     Condition        Report By
 JF1653  HISTORY     - 1986     MONUMENTED       NGS
 JF1653  HISTORY     - 19890705 GOOD             NGS
 JF1653
 JF1653                          STATION DESCRIPTION
 JF1653
 JF1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 JF1653'THE STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) SOUTH OF EMPORIA, 7.25
 JF1653'KM (4.50 MI) NORTH OF OLPE, IN A FIELD AT THE EMPORIA MUNICIPAL
 JF1653'AIRPORT.  OWNERSHIP--CITY OF EMPORIA, C/O AIRPORT MANAGER KEN ADAMS,
 JF1653'ROUTE 4, EMPORIA KS 66801.  PHONE (316)342-3598.
 JF1653'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JF1653'HIGHWAYS 57 AND 99 IN EMPORIA, GO SOUTH ON HIGHWAYS 57 AND 99 FOR 8.2
 JF1653'KM (5.10 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST FOR 64 M
 JF1653'(210.0 FT) TO THE STATION ON THE LEFT.
 JF1653'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 25 CM ROUND
 JF1653'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 69.7 M (228.7 FT) WEST
 JF1653'OF THE CENTER OF THE HIGHWAY, 58.6 M (192.3 FT) SOUTHWEST OF A STEEL
 JF1653'FENCE CORNER, 42.6 M (139.8 FT) SOUTH OF THE CENTER OF THE AIRPORT
 JF1653'ENTRANCE ROAD AND 33.1 M (108.6 FT) SOUTH-SOUTHEAST OF A CARSONITE
 JF1653'WITNESS POST AT A METAL ARCH IN THE FENCE LINE.
 JF1653'DESCRIBED BY H.J. SKELLEY, TYPED BY HJS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0123 ***********************************************************************
 JG0123  DESIGNATION -  LYONS
 JG0123  PID         -  JG0123
 JG0123  STATE/COUNTY-  KS/RICE
 JG0123  USGS QUAD   -  LYONS (1970)
 JG0123
 JG0123                         *CURRENT SURVEY CONTROL
 JG0123  ___________________________________________________________________
 JG0123* NAD 83(1986)-  38 20 51.     (N)    098 12 11.     (W)     SCALED    
 JG0123* NAVD 88     -       517.881  (meters)    1699.08   (feet)  ADJUSTED  
 JG0123  ___________________________________________________________________
 JG0123  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 JG0123  DYNAMIC HT  -         517.492 (meters)    1697.81  (feet)  COMP
 JG0123  MODELED GRAV-     979,860.2   (mgal)                       NAVD 88
 JG0123
 JG0123  VERT ORDER  -  SECOND    CLASS 0
 JG0123
 JG0123.The horizontal coordinates were scaled from a topographic map and have
 JG0123.an estimated accuracy of +/- 6 seconds.
 JG0123
 JG0123.The orthometric height was determined by differential leveling
 JG0123.and adjusted by the National Geodetic Survey in June 1991..
 JG0123
 JG0123.The geoid height was determined by GEOID03.
 JG0123
 JG0123.The dynamic height is computed by dividing the NAVD 88
 JG0123.geopotential number by the normal gravity value computed on the
 JG0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0123.degrees latitude (g = 980.6199 gals.).
 JG0123
 JG0123.The modeled gravity was interpolated from observed gravity values.
 JG0123
 JG0123;                    North         East    Units  Estimated Accuracy
 JG0123;SPC KS S     -   586,590.      425,960.      MT  (+/- 180 meters Scaled)
 JG0123
 JG0123                          SUPERSEDED SURVEY CONTROL
 JG0123
 JG0123  NGVD 29 (??/??/92)  517.734  (m)         1698.60   (f) ADJ UNCH    2 0
 JG0123
 JG0123.Superseded values are not recommended for survey control.
 JG0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0123.See file dsdata.txt to determine how the superseded data were derived.
 JG0123
 JG0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH696446(NAD 83)
 JG0123_MARKER: DB = BENCH MARK DISK
 JG0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0123_STAMPING: LYONS 1934
 JG0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0123+STABILITY: SURFACE MOTION
 JG0123
 JG0123  HISTORY     - Date     Condition        Report By
 JG0123  HISTORY     - 1934     MONUMENTED       CGS
 JG0123  HISTORY     - 1945     GOOD             NGS
 JG0123  HISTORY     - 1961     GOOD             NGS
 JG0123
 JG0123                          STATION DESCRIPTION
 JG0123
 JG0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JG0123'AT LYONS.
 JG0123'AT LYONS, RICE COUNTY, IN THE NORTHEAST CORNER OF THE COURTHOUSE
 JG0123'SQUARE, 49 FEET SOUTH OF EAST MAIN STREET, 48 FEET WEST OF THE
 JG0123'CENTERLINE OF EAST AVENUE SOUTH, 13 FEET SOUTH OF THE CURB LINE
 JG0123'OF EAST MAIN STREET, AND 12 FEET WEST OF THE CURB LINE OF EAST
 JG0123'AVENUE SOUTH.  A STANDARD DISK, STAMPED LYONS 1934 AND SET IN THE
 JG0123'TOP OF A CONCRETE POST.
 JG0123
 JG0123                          STATION RECOVERY (1961)
 JG0123
 JG0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JG0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0731 ***********************************************************************
 JG0731  DESIGNATION -  LYONS AZ MK RESET
 JG0731  PID         -  JG0731
 JG0731  STATE/COUNTY-  KS/RICE
 JG0731  USGS QUAD   -  LYONS (1970)
 JG0731
 JG0731                         *CURRENT SURVEY CONTROL
 JG0731  ___________________________________________________________________
 JG0731* NAD 83(1997)-  38 20 52.42922(N)    098 13 03.64791(W)     ADJUSTED  
 JG0731* NAVD 88     -       515.     (meters)    1690.     (feet)  VERTCON   
 JG0731  ___________________________________________________________________
 JG0731  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 JG0731  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 JG0731
 JG0731  HORZ ORDER  -  THIRD
 JG0731
 JG0731.The horizontal coordinates were established by classical geodetic methods
 JG0731.and adjusted by the National Geodetic Survey in October 1998..
 JG0731.No horizontal observational check was made to the station.
 JG0731
 JG0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0731
 JG0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0731
 JG0731.The geoid height was determined by GEOID03.
 JG0731
 JG0731;                    North         East     Units Scale Factor Converg.
 JG0731;SPC KS S     -   586,631.831   424,678.335   MT  0.99996405   +0 10 24.6
 JG0731;UTM  14      - 4,244,705.627   568,360.352   MT  0.99965755   +0 29 07.4
 JG0731
 JG0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0731!SPC KS S     -   0.99992347  x   0.99996405  =   0.99988753
 JG0731!UTM  14      -   0.99992347  x   0.99965755  =   0.99958105
 JG0731
 JG0731                          SUPERSEDED SURVEY CONTROL
 JG0731
 JG0731  NAD 83(1986)-  38 20 52.43664(N)    098 13 03.64888(W) AD(       ) 3
 JG0731  NAD 27      -  38 20 52.39984(N)    098 13 02.43300(W) AD(       ) 3
 JG0731  NGVD 29 (12/08/88)  515.     (m)         1690.     (f) VERT ANG       
 JG0731
 JG0731.Superseded values are not recommended for survey control.
 JG0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0731.See file dsdata.txt to determine how the superseded data were derived.
 JG0731
 JG0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6836044706(NAD 83)
 JG0731_MARKER: DZ = AZIMUTH MARK DISK
 JG0731_SETTING: 0 = UNSPECIFIED SETTING
 JG0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0731
 JG0731  HISTORY     - Date     Condition        Report By
 JG0731  HISTORY     - 1976     MONUMENTED       NGS
 JG0731
 JG0731                          STATION DESCRIPTION
 JG0731
 JG0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JG0731'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LYONS 1953 RESET 1976 AND
 JG0731'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 92.5 FEET
 JG0731'SOUTHWEST OF THE SOUTHWEST CORNER OF GAUTIER IMPLEMENT CO. (JOHN
 JG0731'DEERE) BUILDING, 28 FEET EAST OF THE EAST CURB OF MILES STREET,
 JG0731'15.1 FEET EAST-SOUTHEAST OF A POWER POLE, 15 FEET NORTH OF THE
 JG0731'NORTH CURB OF HIGHWAY 96 AND 102.2 FEET WEST-SOUTHWEST OF A
 JG0731'METAL SIGN POST, JOHN DEERE.
 JG0731'
 JG0731'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 96
 JG0731'FOR 0.33 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0727 ***********************************************************************
 JG0727  DESIGNATION -  LYONS MUNICIPAL TANK
 JG0727  PID         -  JG0727
 JG0727  STATE/COUNTY-  KS/RICE
 JG0727  USGS QUAD   -  LYONS (1970)
 JG0727
 JG0727                         *CURRENT SURVEY CONTROL
 JG0727  ___________________________________________________________________
 JG0727* NAD 83(1997)-  38 20 50.01957(N)    098 12 05.65241(W)     ADJUSTED  
 JG0727* NAVD 88     -                                                        
 JG0727  ___________________________________________________________________
 JG0727  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 JG0727  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 JG0727
 JG0727  HORZ ORDER  -  THIRD
 JG0727
 JG0727.The horizontal coordinates were established by classical geodetic methods
 JG0727.and adjusted by the National Geodetic Survey in October 1998..
 JG0727
 JG0727
 JG0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0727
 JG0727.The geoid height was determined by GEOID03.
 JG0727
 JG0727;                    North         East     Units Scale Factor Converg.
 JG0727;SPC KS S     -   586,561.921   426,086.774   MT  0.99996396   +0 11 00.2
 JG0727;UTM  14      - 4,244,643.405   569,768.720   MT  0.99965995   +0 29 43.4
 JG0727
 JG0727                          SUPERSEDED SURVEY CONTROL
 JG0727
 JG0727  NAD 83(1986)-  38 20 50.02747(N)    098 12 05.65241(W) AD(       ) 4
 JG0727  NAD 27      -  38 20 49.99100(N)    098 12 04.45000(W) AD(       ) 3
 JG0727
 JG0727.Superseded values are not recommended for survey control.
 JG0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0727.See file dsdata.txt to determine how the superseded data were derived.
 JG0727
 JG0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6976944643(NAD 83)
 JG0727_MARKER: 53 = ELEVATED TANK
 JG0727
 JG0727  HISTORY     - Date     Condition        Report By
 JG0727  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0727
 JG0727                          STATION DESCRIPTION
 JG0727
 JG0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0727'THE STATION IS LOCATED ABOUT 1 BLOCK EAST OF THE COURTHOUSE
 JG0727'SQUARE IN LYONS.
 JG0727'
 JG0727'THE TANK IS SUPPORTED BY SIX STEEL TRUSS-WORK LEGS THAT ARE
 JG0727'PAINTED BLACK.  THE TANK PROPER IS PAINTED SILVER, AND LYONS IS
 JG0727'PAINTED IN BLACK LETTERS ON THE NORTH AND SOUTH SIDES.  IT IS
 JG0727'ABOUT 125 FEET HIGH.  THE POINT OBSERVED WAS A BALL AT THE
 JG0727'APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0730 ***********************************************************************
 JG0730  DESIGNATION -  LYONS NORTH MUNICIPAL TANK
 JG0730  PID         -  JG0730
 JG0730  STATE/COUNTY-  KS/RICE
 JG0730  USGS QUAD   -  LYONS (1970)
 JG0730
 JG0730                         *CURRENT SURVEY CONTROL
 JG0730  ___________________________________________________________________
 JG0730* NAD 83(1997)-  38 21 15.24048(N)    098 12 14.63854(W)     ADJUSTED  
 JG0730* NAVD 88     -                                                        
 JG0730  ___________________________________________________________________
 JG0730  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 JG0730  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 JG0730
 JG0730  HORZ ORDER  -  THIRD
 JG0730
 JG0730.The horizontal coordinates were established by classical geodetic methods
 JG0730.and adjusted by the National Geodetic Survey in October 1998..
 JG0730
 JG0730
 JG0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0730
 JG0730.The geoid height was determined by GEOID03.
 JG0730
 JG0730;                    North         East     Units Scale Factor Converg.
 JG0730;SPC KS S     -   587,338.860   425,866.110   MT  0.99996489   +0 10 54.7
 JG0730;UTM  14      - 4,245,418.895   569,543.897   MT  0.99965956   +0 29 38.1
 JG0730
 JG0730                          SUPERSEDED SURVEY CONTROL
 JG0730
 JG0730  NAD 83(1986)-  38 21 15.24800(N)    098 12 14.63774(W) AD(       ) 4
 JG0730  NAD 27      -  38 21 15.21443(N)    098 12 13.42272(W) AD(       ) 3
 JG0730
 JG0730.Superseded values are not recommended for survey control.
 JG0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0730.See file dsdata.txt to determine how the superseded data were derived.
 JG0730
 JG0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6954445419(NAD 83)
 JG0730_MARKER: 53 = ELEVATED TANK
 JG0730
 JG0730  HISTORY     - Date     Condition        Report By
 JG0730  HISTORY     - 1967     FIRST OBSERVED   CGS
 JG0730
 JG0730                          STATION DESCRIPTION
 JG0730
 JG0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 JG0730'STATION IS A LARGE STEEL TANK WHICH HAS AN OVAL SHAPED TOP AND
 JG0730'BOTTOM.  TANK IS SILVER IN COLOR, HAS A RED LIGHT AT TOP AND TANK IS
 JG0730'SUPPORTED BY 6-STEEL CHANNEL LEGS.
 JG0730'
 JG0730'TANK IS ABOUT 180 FEET IN HEIGHT.
 JG0730'
 JG0730'STATION IS LOCATED IN THE NORTH SECTION OF LYONS, ON WEST FOURTH
 JG0730'STREET, BETWEEN EAST AVENUE NORTH AND WEST AVENUE NORTH AND ABOUT
 JG0730'70 FEET NORTH OF THE CENTER OF WEST FOURTH STREET.
 JG0730'
 JG0730'POINT INTERSECTED, WAS THE RED LIGHT AT TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0124 ***********************************************************************
 JG0124  DESIGNATION -  LYONS RESET
 JG0124  PID         -  JG0124
 JG0124  STATE/COUNTY-  KS/RICE
 JG0124  USGS QUAD   -  LYONS (1970)
 JG0124
 JG0124                         *CURRENT SURVEY CONTROL
 JG0124  ___________________________________________________________________
 JG0124* NAD 83(1986)-  38 20 51.     (N)    098 13 25.     (W)     SCALED    
 JG0124* NAVD 88     -       518.01   (meters)    1699.5    (feet)  RESET     
 JG0124  ___________________________________________________________________
 JG0124  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 JG0124
 JG0124  VERT ORDER  -  THIRD
 JG0124
 JG0124.The horizontal coordinates were scaled from a topographic map and have
 JG0124.an estimated accuracy of +/- 6 seconds.
 JG0124
 JG0124.The orthometric height was computed from unverified reset data.
 JG0124
 JG0124.The geoid height was determined by GEOID03.
 JG0124
 JG0124;                    North         East    Units  Estimated Accuracy
 JG0124;SPC KS S     -   586,590.      424,160.      MT  (+/- 180 meters Scaled)
 JG0124
 JG0124                          SUPERSEDED SURVEY CONTROL
 JG0124
 JG0124.No superseded survey control is available for this station.
 JG0124
 JG0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH678446(NAD 83)
 JG0124_MARKER: DB = BENCH MARK DISK
 JG0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0124_STAMPING: LYONS RESET 1973
 JG0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0124+STABILITY: SURFACE MOTION
 JG0124
 JG0124  HISTORY     - Date     Condition        Report By
 JG0124  HISTORY     - 1973     MONUMENTED       NGS
 JG0124  HISTORY     - 1973     GOOD             NGS
 JG0124
 JG0124                          STATION DESCRIPTION
 JG0124
 JG0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JG0124'AT LYONS.
 JG0124'THE BENCH MARK IS LOCATED IN THE NORTHEAST CORNER OF THE COURTHOUSE
 JG0124'SQUARE IN LYONS, BETWEEN A LARGE STATUE AND A GAS LIGHT.  IT IS A
 JG0124'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 JG0124'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0958 ***********************************************************************
 JG0958  CBN         -  This is a Cooperative Base Network Control Station.
 JG0958  PACS        -  This is a Primary Airport Control Station.
 JG0958  DESIGNATION -  LYONS RESET
 JG0958  PID         -  JG0958
 JG0958  STATE/COUNTY-  KS/RICE
 JG0958  USGS QUAD   -  LYONS (1970)
 JG0958
 JG0958                         *CURRENT SURVEY CONTROL
 JG0958  ___________________________________________________________________
 JG0958* NAD 83(1997)-  38 20 51.50124(N)    098 13 25.33612(W)     ADJUSTED  
 JG0958* NAVD 88     -       515.73   (meters)    1692.0    (feet)  GPS OBS   
 JG0958  ___________________________________________________________________
 JG0958  X           -    -716,474.162 (meters)                     COMP
 JG0958  Y           -  -4,957,456.828 (meters)                     COMP
 JG0958  Z           -   3,936,082.487 (meters)                     COMP
 JG0958  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 JG0958  ELLIP HEIGHT-         488.56  (meters)          (08/16/04) GPS OBS
 JG0958  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 JG0958
 JG0958  HORZ ORDER  -  B
 JG0958  ELLP ORDER  -  FOURTH    CLASS II
 JG0958
 JG0958.This mark is at Lyons-Rice Co Municipal Airport (LYO)
 JG0958
 JG0958.The horizontal coordinates were established by GPS observations
 JG0958.and adjusted by the National Geodetic Survey in December 1997..
 JG0958
 JG0958.The orthometric height was determined by GPS observations and a
 JG0958.high-resolution geoid model.
 JG0958
 JG0958.GPS derived orthometric heights for airport stations designated as
 JG0958.PACS or SACS are published to 2 decimal places.  This maintains
 JG0958.centimeter relative accuracy between the PACS and SACS.  It does
 JG0958.not indicate centimeter accuracy relative to other marks which are
 JG0958.part of the NAVD 88 network.
 JG0958
 JG0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JG0958
 JG0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0958
 JG0958.The ellipsoidal height was determined by GPS observations
 JG0958.and is referenced to NAD 83.
 JG0958
 JG0958.The geoid height was determined by GEOID03.
 JG0958
 JG0958;                    North         East     Units Scale Factor Converg.
 JG0958;SPC KS S     -   586,601.641   424,151.804   MT  0.99996402   +0 10 11.2
 JG0958;UTM  14      - 4,244,672.582   567,834.154   MT  0.99965667   +0 28 54.0
 JG0958
 JG0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0958!SPC KS S     -   0.99992335  x   0.99996402  =   0.99988737
 JG0958!UTM  14      -   0.99992335  x   0.99965667  =   0.99958004
 JG0958
 JG0958:                Primary Azimuth Mark                     Grid Az
 JG0958:SPC KS S     -  LYONS NORTH MUNICIPAL TANK               066 43 49.3
 JG0958:UTM  14      -  LYONS NORTH MUNICIPAL TANK               066 25 06.5
 JG0958
 JG0958|---------------------------------------------------------------------|
 JG0958| PID    Reference Object                     Distance      Geod. Az  |
 JG0958|                                                           dddmmss.s |
 JG0958| JG0730 LYONS NORTH MUNICIPAL TANK          APPROX. 1.9 KM 0665400.5 |
 JG0958| CK9341 LYONS RM 1                           24.072 METERS 07525     |
 JG0958| CK9340 LYONS AZ MK                                        0865303.8 |
 JG0958| JG0731 LYONS AZ MK RESET                   APPROX. 0.5 KM 0865317.4 |
 JG0958| JG0727 LYONS MUNICIPAL TANK                APPROX. 1.9 KM 0912044.6 |
 JG0958| CK9342 LYONS RM 2                           25.974 METERS 22232     |
 JG0958| JG0971 LYONS AZ MK 3                       APPROX. 0.5 KM 2690831.4 |
 JG0958| JG0753 CHASE MUNICIPAL TANK                APPROX.11.0 KM 2741425.3 |
 JG0958| CK9343 LYONS RM 3                           14.475 METERS 27517     |
 JG0958|---------------------------------------------------------------------|
 JG0958
 JG0958                          SUPERSEDED SURVEY CONTROL
 JG0958
 JG0958  ELLIP H (12/22/97)  488.55   (m)                       GP(       ) 4 1
 JG0958  NAD 83(1986)-  38 20 51.50854(N)    098 13 25.33750(W) AD(       ) 2
 JG0958  NAD 27      -  38 20 51.47200(N)    098 13 24.12100(W) AD(       ) 2
 JG0958  NGVD 29 (07/19/86)  517.73   (m)         1698.6    (f) LEVELING    3  
 JG0958
 JG0958.Superseded values are not recommended for survey control.
 JG0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0958.See file dsdata.txt to determine how the superseded data were derived.
 JG0958
 JG0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6783444673(NAD 83)
 JG0958_MARKER: DH = HORIZONTAL CONTROL DISK
 JG0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0958_STAMPING: LYONS 1953 1976
 JG0958_MARK LOGO: NGS   
 JG0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0958+STABILITY: SURFACE MOTION
 JG0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0958+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2001
 JG0958
 JG0958  HISTORY     - Date     Condition        Report By
 JG0958  HISTORY     - 1976     MONUMENTED       NGS
 JG0958  HISTORY     - 1976     SEE DESCRIPTION  NGS
 JG0958  HISTORY     - 19970311 GOOD             NGS
 JG0958  HISTORY     - 20010131 GOOD             LOCSUR
 JG0958
 JG0958                          STATION DESCRIPTION
 JG0958
 JG0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCM)
 JG0958'THE STATION IS LOCATED AT THE LYONS MUNICIPAL AIRPORT, ABOUT 1.2
 JG0958'MILES WEST OF THE CENTER OF TOWN, 0.15 MILE WEST OF THE LYONS
 JG0958'DRIVE-IN THEATER, 58.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 JG0958'50N, 58.5 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL
 JG0958'HANGAR, 4 FEET EAST AND 4 FEET WEST OF TWO WHITE 4 IN X 4 IN
 JG0958'WITNESS POST.
 JG0958'
 JG0958'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 JG0958'HIGHWAY 50N FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED
 JG0958'BELOW.
 JG0958'
 JG0958'THE STATION MARK IS 12-INCHES UNDER THE SURFACE OF THE GROUND,
 JG0958'AND THE DISK IS STAMPED LYONS 1953.
 JG0958'
 JG0958'REFERENCE MARK 1 IS 41 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 JG0958'AND 12 FEET EAST OF A POWERLINE POLE.  THE MARK PROJECTS 4
 JG0958'INCHES AND THE DISK IS STAMPED LYONS NO 1 1953.
 JG0958'
 JG0958'REFERENCE MARK 2 IS 65 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 JG0958'AND 24 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS 2
 JG0958'INCHES AND THE DISK IS STAMPED LYONS NO 2 1953.
 JG0958'
 JG0958'THE AZIMUTH MARK IS 41 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 JG0958'14 FEET EAST OF THE CENTER OF A DRIVEWAY, 3.5 FEET EAST OF A
 JG0958'POWERLINE POLE AND 1.5 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS
 JG0958'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JG0958'LYONS 1953.
 JG0958'
 JG0958'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JG0958
 JG0958                          STATION RECOVERY (1976)
 JG0958
 JG0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JG0958'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE RECOVERED
 JG0958'AND FOUND IN GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE
 JG0958'MARK 1 WERE NOT FOUND AND THE AZIMUTH MARK WAS FOUND TILTED OUT
 JG0958'OF POSITION.  A NEW SURFACE STATION MARK AND REFERENCE MARK 3 WAS
 JG0958'SET AND THE AZIMUTH MARK WAS RESET THIS DATE.  A POLARIS OBSERVATION
 JG0958'WAS MADE THE 1-14-76.  THE LYONS MUNICIPAL WATER TANK 1953 WAS
 JG0958'OBSTRUCTED BY TREES THIS DATE.
 JG0958'
 JG0958'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 JG0958'
 JG0958'THE STATION IS LOCATED AT THE OLD AIRPLANE HANGER AT THE LYONS
 JG0958'MUNICIPAL AIRPORT, ABOUT 1.2 MILES WEST OF THE CENTER OF LYONS AND
 JG0958'ON THE SOUTH SIDE OF STATE HIGHWAY 96.
 JG0958'
 JG0958'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED LYONS 1953 1976,
 JG0958'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JG0958'12 INCHES BELOW THE GROUND SURFACE.  IT IS 61.4 FEET SOUTH OF THE
 JG0958'CENTER OF HIGHWAY 96, 57 FEET EAST-NORTHEAST OF THE NORTHEAST
 JG0958'CORNER OF THE HANGER, 49 FEET EAST OF A POWER POLE, 6 FEET
 JG0958'WEST-SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER AND 1.3
 JG0958'FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND STATION MARK
 JG0958'IS A STANDARD DISK STAMPED LYONS 1953, SET IN THE TOP OF AN IRREGULAR
 JG0958'MASS OF CONCRETE 32 INCHES BELOW THE GROUND.
 JG0958'
 JG0958'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LYONS NO 2 1953, SET IN
 JG0958'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 JG0958'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET SOUTH OF THE
 JG0958'POWER POLE, 61 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 JG0958'HANGER AND 3 FEET EAST OF THE EAST PLANE OF THE HANGER.
 JG0958'
 JG0958'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 JG0958'LYONS 1953 NO 3 1976 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 JG0958'57 FEET SOUTH OF THE CENTER OF HIGHWAY 96, 11.7 FEET NORTHEAST OF
 JG0958'THE NORTHEAST CORNER OF THE HANGER AND 2.1 FEET NORTHEAST OF THE
 JG0958'POWER POLE.
 JG0958'
 JG0958'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LYONS 1953 RESET 1976
 JG0958'AND IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 92.5 FEET
 JG0958'SOUTHWEST OF THE SOUTHWEST CORNER OF GAUTIER IMPLEMENT CO.
 JG0958'(JOHN DEERE) BUILDING, 28 FEET EAST OF THE EAST CURB OF MILES
 JG0958'STREET, 15.1 FEET EAST-SOUTHEAST OF A POWER POLE, 15 FEET NORTH OF
 JG0958'THE NORTH CURB OF HIGHWAY 96 AND 102.2 FEET WEST-SOUTHWEST OF A
 JG0958'METAL SIGN POST, JOHN DEERE.
 JG0958'
 JG0958'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON HIGHWAY 96
 JG0958'FOR 0.33 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JG0958'
 JG0958'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 0.5 MILE
 JG0958'WEST OF LYONS.
 JG0958
 JG0958                          STATION RECOVERY (1997)
 JG0958
 JG0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JG0958'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) WEST OF LYONS, JUST EAST
 JG0958'OF THE NORTHEAST CORNER OF THE AIRPORT PROPERTY, IN THE NORTH LAWN OF
 JG0958'THE U.S. DEPARTMENT OF AGRICULTURE BUILDING.  OWNERSHIP--MARVIN
 JG0958'SCHMIDTBERGER AND CURTIS HEWITT.  THE PROPERTY IS LEASED BY THE RICE
 JG0958'COUNTY USDA, 1480 WEST U.S. HIGHWAY 56, ROOM 101, LYONS KS 67554,
 JG0958'PHONE 316-257-5184.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 56
 JG0958'(MAIN STREET) AND STATE HIGHWAYS 96 AND 14 (GRAND AVENUE) IN LYONS, GO
 JG0958'WEST ON HIGHWAYS 56 AND 96 FOR 1.85 KM (1.15 MI) TO THE STATION ON
 JG0958'LEFT.  THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST
 JG0958'RECESSED 25 CM BELOW GROUND.  IT IS 35.8 M (117.5 FT) EAST OF THE
 JG0958'CENTER OF A GRAVEL DRIVE, 29.6 M (97.1 FT) WEST OF THE CENTER OF A
 JG0958'CONCRETE DRIVE, 18.7 M (61.4 FT) SOUTH OF AND ABOUT LEVEL WITH THE
 JG0958'HIGHWAY CENTER, 15.4 M (50.5 FT) NORTH-NORTHWEST OF THE NORTHEAST
 JG0958'CORNER OF THE BRICK USDA BUILDING, 14.5 M (47.6 FT) NORTH OF THE NORTH
 JG0958'FACE OF THE BUILDING, 9.4 M (30.8 FT) NORTH-NORTHEAST OF A FLAGPOLE,
 JG0958'4.9 M (16.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH BRICK
 JG0958'LEG OF THE USDA SERVICE CENTER SIGN, 1.9 M (6.2 FT) WEST-SOUTHWEST OF
 JG0958'A CONCRETE RIGHT-OF-WAY POST AND 0.4 M (1.3 FT) SOUTH OF A FIBERGLASS
 JG0958'WITNESS POST IN THE RIGHT-OF-WAY LINE. NOTE--THIS STATION IS
 JG0958'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 JG0958
 JG0958                          STATION RECOVERY (2001)
 JG0958
 JG0958'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (RTH)
 JG0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0728 ***********************************************************************
 JG0728  DESIGNATION -  LYONS SALT WORKS TOWER
 JG0728  PID         -  JG0728
 JG0728  STATE/COUNTY-  KS/RICE
 JG0728  USGS QUAD   -  LYONS (1970)
 JG0728
 JG0728                         *CURRENT SURVEY CONTROL
 JG0728  ___________________________________________________________________
 JG0728* NAD 83(1997)-  38 21 20.38022(N)    098 11 35.85490(W)     ADJUSTED  
 JG0728* NAVD 88     -                                                        
 JG0728  ___________________________________________________________________
 JG0728  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 JG0728  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 JG0728
 JG0728  HORZ ORDER  -  THIRD
 JG0728
 JG0728.The horizontal coordinates were established by classical geodetic methods
 JG0728.and adjusted by the National Geodetic Survey in October 1998..
 JG0728
 JG0728
 JG0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0728
 JG0728.The geoid height was determined by GEOID03.
 JG0728
 JG0728;                    North         East     Units Scale Factor Converg.
 JG0728;SPC KS S     -   587,500.377   426,807.220   MT  0.99996508   +0 11 18.5
 JG0728;SPC KS N     -     2,496.691   383,103.617   MT  1.00007786   -0 07 20.3
 JG0728;UTM  14      - 4,245,585.485   570,483.827   MT  0.99966118   +0 30 02.2
 JG0728
 JG0728                          SUPERSEDED SURVEY CONTROL
 JG0728
 JG0728  NAD 83(1986)-  38 21 20.38808(N)    098 11 35.85414(W) AD(       ) 4
 JG0728  NAD 27      -  38 21 20.34700(N)    098 11 34.64400(W) AD(       ) 3
 JG0728
 JG0728.Superseded values are not recommended for survey control.
 JG0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0728.See file dsdata.txt to determine how the superseded data were derived.
 JG0728
 JG0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH7048445585(NAD 83)
 JG0728_MARKER: 55 = TOWER
 JG0728
 JG0728  HISTORY     - Date     Condition        Report By
 JG0728  HISTORY     - 1899     FIRST OBSERVED   CGS
 JG0728  HISTORY     - 1934     GOOD             CGS
 JG0728
 JG0728                          STATION DESCRIPTION
 JG0728
 JG0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0728'CORRECT.  IN THE NW 1/4 SEC. 34, T. 19 S, R. 8 W. MR. REID, OWNER,
 JG0728'STATES IT WAS THE ONLY TOWER HERE IN 1899.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0729 ***********************************************************************
 JG0729  DESIGNATION -  LYONS TV STA KARD MAST
 JG0729  PID         -  JG0729
 JG0729  STATE/COUNTY-  KS/RICE
 JG0729  USGS QUAD   -  LYONS (1970)
 JG0729
 JG0729                         *CURRENT SURVEY CONTROL
 JG0729  ___________________________________________________________________
 JG0729* NAD 83(1997)-  38 22 07.27549(N)    098 10 57.55272(W)     ADJUSTED  
 JG0729* NAVD 88     -                                                        
 JG0729  ___________________________________________________________________
 JG0729  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 JG0729  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 JG0729
 JG0729  HORZ ORDER  -  THIRD
 JG0729
 JG0729.The horizontal coordinates were established by classical geodetic methods
 JG0729.and adjusted by the National Geodetic Survey in October 1998..
 JG0729
 JG0729
 JG0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0729
 JG0729.The geoid height was determined by GEOID03.
 JG0729
 JG0729;                    North         East     Units Scale Factor Converg.
 JG0729;SPC KS S     -   588,949.412   427,732.223   MT  0.99996684   +0 11 42.1
 JG0729;UTM  14      - 4,247,039.098   571,400.640   MT  0.99966278   +0 30 26.5
 JG0729
 JG0729                          SUPERSEDED SURVEY CONTROL
 JG0729
 JG0729  NAD 83(1986)-  38 22 07.28301(N)    098 10 57.55219(W) AD(       ) 4
 JG0729  NAD 27      -  38 22 07.24775(N)    098 10 56.33689(W) AD(       ) 3
 JG0729
 JG0729.Superseded values are not recommended for survey control.
 JG0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0729.See file dsdata.txt to determine how the superseded data were derived.
 JG0729
 JG0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH7140147039(NAD 83)
 JG0729_MARKER: 42 = RADIO/TV MAST
 JG0729
 JG0729  HISTORY     - Date     Condition        Report By
 JG0729  HISTORY     - 1967     FIRST OBSERVED   CGS
 JG0729
 JG0729                          STATION DESCRIPTION
 JG0729
 JG0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 JG0729'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF THE CENTRAL SECTION OF
 JG0729'THE TOWN OF LYONS, IN A CULTIVATED FIELD AND ABOUT 300 FEET EAST OF
 JG0729'A NORTH-SOUTH GRAVELED ROAD.
 JG0729'
 JG0729'STATION IS A TRIANGULAR SHAPED STEEL MAST WHICH IS ABOUT 270 FEET IN
 JG0729'HEIGHT, PAINTED RED-WHITE SECTIONS, HAS A RED LIGHT AND TWO ROUND
 JG0729'ANTENNA FANS MOUNTED AT THE TOP.
 JG0729'
 JG0729'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0538 ***********************************************************************
 KH0538  DESIGNATION -  M 100
 KH0538  PID         -  KH0538
 KH0538  STATE/COUNTY-  KS/CHEYENNE
 KH0538  USGS QUAD   -  BIRD CITY SOUTH SW (1981)
 KH0538
 KH0538                         *CURRENT SURVEY CONTROL
 KH0538  ___________________________________________________________________
 KH0538* NAD 83(1986)-  39 34 58.     (N)    101 42 48.     (W)     SCALED    
 KH0538* NAVD 88     -      1084.726  (meters)    3558.81   (feet)  ADJUSTED  
 KH0538  ___________________________________________________________________
 KH0538  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 KH0538  DYNAMIC HT  -        1083.851 (meters)    3555.93  (feet)  COMP
 KH0538  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 KH0538
 KH0538  VERT ORDER  -  SECOND    CLASS 0
 KH0538
 KH0538.The horizontal coordinates were scaled from a topographic map and have
 KH0538.an estimated accuracy of +/- 6 seconds.
 KH0538
 KH0538.The orthometric height was determined by differential leveling
 KH0538.and adjusted by the National Geodetic Survey in June 1991..
 KH0538
 KH0538.The geoid height was determined by GEOID03.
 KH0538
 KH0538.The dynamic height is computed by dividing the NAVD 88
 KH0538.geopotential number by the normal gravity value computed on the
 KH0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0538.degrees latitude (g = 980.6199 gals.).
 KH0538
 KH0538.The modeled gravity was interpolated from observed gravity values.
 KH0538
 KH0538;                    North         East    Units  Estimated Accuracy
 KH0538;SPC KS N     -   145,250.       81,080.      MT  (+/- 180 meters Scaled)
 KH0538
 KH0538                          SUPERSEDED SURVEY CONTROL
 KH0538
 KH0538  NGVD 29 (??/??/92) 1084.281  (m)         3557.35   (f) ADJ UNCH    2 0
 KH0538
 KH0538.Superseded values are not recommended for survey control.
 KH0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0538.See file dsdata.txt to determine how the superseded data were derived.
 KH0538
 KH0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ669849(NAD 83)
 KH0538_MARKER: DB = BENCH MARK DISK
 KH0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0538_STAMPING: M 100 1935
 KH0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0538+STABILITY: SURFACE MOTION
 KH0538
 KH0538  HISTORY     - Date     Condition        Report By
 KH0538  HISTORY     - 1935     MONUMENTED       CGS
 KH0538  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0538
 KH0538                          STATION DESCRIPTION
 KH0538
 KH0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0538'12.5 MI S FROM WHEELER.
 KH0538'12.5 MI. S. OF DEPOT ALONG STATE HWY. 27 ABOUT 100 YDS. S. OF A
 KH0538'BRIDGE, 100 YDS. N.W. OF A SMALL HOUSE, 55 FT. E. OF THE CENTER
 KH0538'LINE OF THE HWY., 25 FT. N. OF THE CENTER LINE OF AN E-W CROSS
 KH0538'ROAD, 18 FT. E. OF A FENCE CORNER, AND 1 1/2 FT. S. OF THE FENCE
 KH0538'LINE.
 KH0538
 KH0538                          STATION RECOVERY (1975)
 KH0538
 KH0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0366 ***********************************************************************
 JH0366  DESIGNATION -  M 101 RESET
 JH0366  PID         -  JH0366
 JH0366  STATE/COUNTY-  KS/WALLACE
 JH0366  USGS QUAD   -  SHARON SPRINGS EAST (1979)
 JH0366
 JH0366                         *CURRENT SURVEY CONTROL
 JH0366  ___________________________________________________________________
 JH0366* NAD 83(1986)-  38 56 42.     (N)    101 44 58.     (W)     SCALED    
 JH0366* NAVD 88     -      1044.19   (meters)    3425.8    (feet)  RESET     
 JH0366  ___________________________________________________________________
 JH0366  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 JH0366
 JH0366  VERT ORDER  -  THIRD
 JH0366
 JH0366.The horizontal coordinates were scaled from a topographic map and have
 JH0366.an estimated accuracy of +/- 6 seconds.
 JH0366
 JH0366.The orthometric height was computed from unverified reset data.
 JH0366
 JH0366.The geoid height was determined by GEOID03.
 JH0366
 JH0366;                    North         East    Units  Estimated Accuracy
 JH0366;SPC KS N     -    74,630.       75,050.      MT  (+/- 180 meters Scaled)
 JH0366
 JH0366                          SUPERSEDED SURVEY CONTROL
 JH0366
 JH0366.No superseded survey control is available for this station.
 JH0366
 JH0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ617142(NAD 83)
 JH0366_MARKER: DB = BENCH MARK DISK
 JH0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0366_STAMPING: M 101 RESET 1955
 JH0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0366+STABILITY: SURFACE MOTION
 JH0366
 JH0366  HISTORY     - Date     Condition        Report By
 JH0366  HISTORY     - 1955     MONUMENTED       CGS
 JH0366
 JH0366                          STATION DESCRIPTION
 JH0366
 JH0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 JH0366'3.2 MI N FROM SHARON SPRINGS.
 JH0366'3.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE COUNTY COURTHOUSE
 JH0366'AT SHARON SPRINGS, WALLACE COUNTY, 115 FEET SOUTHWEST OF THE
 JH0366'CROSSING OF AN EAST-AND-WEST ROAD, 40 FEET SOUTH OF THE CENTER
 JH0366'LINE OF THE ROAD, AND 105 FEET WEST OF THE CENTER LINE OF THE
 JH0366'HIGHWAY.  A STANDARD DISK, STAMPED M 101 RESET 1955 AND SET
 JH0366'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0450 ***********************************************************************
 KE0450  DESIGNATION -  M 106
 KE0450  PID         -  KE0450
 KE0450  STATE/COUNTY-  KS/DONIPHAN
 KE0450  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0450
 KE0450                         *CURRENT SURVEY CONTROL
 KE0450  ___________________________________________________________________
 KE0450* NAD 83(1986)-  39 45 15.     (N)    094 51 43.     (W)     SCALED    
 KE0450* NAVD 88     -       253.052  (meters)     830.22   (feet)  ADJUSTED  
 KE0450  ___________________________________________________________________
 KE0450  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 KE0450  DYNAMIC HT  -         252.906 (meters)     829.74  (feet)  COMP
 KE0450  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 KE0450
 KE0450  VERT ORDER  -  SECOND    CLASS 0
 KE0450
 KE0450.The horizontal coordinates were scaled from a topographic map and have
 KE0450.an estimated accuracy of +/- 6 seconds.
 KE0450
 KE0450.The orthometric height was determined by differential leveling
 KE0450.and adjusted by the National Geodetic Survey in June 1991..
 KE0450
 KE0450.The geoid height was determined by GEOID03.
 KE0450
 KE0450.The dynamic height is computed by dividing the NAVD 88
 KE0450.geopotential number by the normal gravity value computed on the
 KE0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0450.degrees latitude (g = 980.6199 gals.).
 KE0450
 KE0450.The modeled gravity was interpolated from observed gravity values.
 KE0450
 KE0450;                    North         East    Units  Estimated Accuracy
 KE0450;SPC KS N     -   162,390.      668,870.      MT  (+/- 180 meters Scaled)
 KE0450
 KE0450                          SUPERSEDED SURVEY CONTROL
 KE0450
 KE0450  NGVD 29 (??/??/92)  252.937  (m)          829.84   (f) ADJ UNCH    2 0
 KE0450
 KE0450.Superseded values are not recommended for survey control.
 KE0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0450.See file dsdata.txt to determine how the superseded data were derived.
 KE0450
 KE0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE404021(NAD 83)
 KE0450_MARKER: DB = BENCH MARK DISK
 KE0450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0450_SP_SET: BRIDGE
 KE0450_STAMPING: M 106 1934
 KE0450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0450
 KE0450  HISTORY     - Date     Condition        Report By
 KE0450  HISTORY     - 1934     MONUMENTED       CGS
 KE0450  HISTORY     - 1950     GOOD             NGS
 KE0450
 KE0450                          STATION DESCRIPTION
 KE0450
 KE0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0450'AT ST JOSEPH.
 KE0450'IN DONIPHAN COUNTY, KANSAS, ACROSS MISSOURI RIVER FROM ST.
 KE0450'JOSEPH, BUCHANAN COUNTY, MISSOURI, AT THE CHICAGO, ROCK ISLAND
 KE0450'AND PACIFIC RAILROAD BRIDGE OVER THE RIVER, AT THE SOUTHWEST
 KE0450'CORNER OF THE BRIDGE, AND IN THE TOP OF THE CONCRETE ABUTMENT.
 KE0450'A STANDARD DISK, STAMPED M 106 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0557 ***********************************************************************
 KE0557  DESIGNATION -  M 107
 KE0557  PID         -  KE0557
 KE0557  STATE/COUNTY-  KS/BROWN
 KE0557  USGS QUAD   -  EVEREST (1979)
 KE0557
 KE0557                         *CURRENT SURVEY CONTROL
 KE0557  ___________________________________________________________________
 KE0557* NAD 83(1986)-  39 39 31.     (N)    095 29 21.     (W)     SCALED    
 KE0557* NAVD 88     -       312.732  (meters)    1026.02   (feet)  ADJUSTED  
 KE0557  ___________________________________________________________________
 KE0557  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KE0557  DYNAMIC HT  -         312.541 (meters)    1025.39  (feet)  COMP
 KE0557  MODELED GRAV-     980,008.1   (mgal)                       NAVD 88
 KE0557
 KE0557  VERT ORDER  -  SECOND    CLASS 0
 KE0557
 KE0557.The horizontal coordinates were scaled from a topographic map and have
 KE0557.an estimated accuracy of +/- 6 seconds.
 KE0557
 KE0557.The orthometric height was determined by differential leveling
 KE0557.and adjusted by the National Geodetic Survey in June 1991..
 KE0557
 KE0557.The geoid height was determined by GEOID03.
 KE0557
 KE0557.The dynamic height is computed by dividing the NAVD 88
 KE0557.geopotential number by the normal gravity value computed on the
 KE0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0557.degrees latitude (g = 980.6199 gals.).
 KE0557
 KE0557.The modeled gravity was interpolated from observed gravity values.
 KE0557
 KE0557;                    North         East    Units  Estimated Accuracy
 KE0557;SPC KS N     -   150,110.      615,440.      MT  (+/- 180 meters Scaled)
 KE0557
 KE0557                          SUPERSEDED SURVEY CONTROL
 KE0557
 KE0557  NGVD 29 (??/??/92)  312.627  (m)         1025.68   (f) ADJ UNCH    2 0
 KE0557
 KE0557.Superseded values are not recommended for survey control.
 KE0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0557.See file dsdata.txt to determine how the superseded data were derived.
 KE0557
 KE0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD864928(NAD 83)
 KE0557_MARKER: DB = BENCH MARK DISK
 KE0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0557_STAMPING: M 107 1934
 KE0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0557+STABILITY: SURFACE MOTION
 KE0557
 KE0557  HISTORY     - Date     Condition        Report By
 KE0557  HISTORY     - 1934     MONUMENTED       CGS
 KE0557  HISTORY     - 1961     MARK NOT FOUND   NGS
 KE0557  HISTORY     - 20050402 MARK NOT FOUND   GEOCAC
 KE0557
 KE0557                          STATION DESCRIPTION
 KE0557
 KE0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE0557'2.5 MI E FROM HORTON.
 KE0557'2.5 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KE0557'FROM THE CITY HALL AT HORTON, BROWN COUNTY, 66 FEET EAST OF THE
 KE0557'TENTH POLE EAST OF MILEPOST 39, AT A GRAVEL-ROAD CROSSING, 35
 KE0557'FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 35 FEET NORTH
 KE0557'OF THE NORTH RAIL, 25 FEET SOUTHWEST OF A POWER LINE POLE, AND
 KE0557'6 INCHES UNDER GROUND.  A STANDARD DISK, STAMPED M 107 1934 AND
 KE0557'SET IN THE TOP OF A CONCRETE POST.
 KE0557
 KE0557                          STATION RECOVERY (2005)
 KE0557
 KE0557'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0967 ***********************************************************************
 KE0967  DESIGNATION -  M 108
 KE0967  PID         -  KE0967
 KE0967  STATE/COUNTY-  KS/JACKSON
 KE0967  USGS QUAD   -  NETAWAKA (1961)
 KE0967
 KE0967                         *CURRENT SURVEY CONTROL
 KE0967  ___________________________________________________________________
 KE0967* NAD 83(1986)-  39 31 11.     (N)    095 42 04.     (W)     SCALED    
 KE0967* NAVD 88     -       326.594  (meters)    1071.50   (feet)  ADJUSTED  
 KE0967  ___________________________________________________________________
 KE0967  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 KE0967  DYNAMIC HT  -         326.391 (meters)    1070.83  (feet)  COMP
 KE0967  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 KE0967
 KE0967  VERT ORDER  -  SECOND    CLASS 0
 KE0967
 KE0967.The horizontal coordinates were scaled from a topographic map and have
 KE0967.an estimated accuracy of +/- 6 seconds.
 KE0967
 KE0967.The orthometric height was determined by differential leveling
 KE0967.and adjusted by the National Geodetic Survey in June 1991..
 KE0967
 KE0967.The geoid height was determined by GEOID03.
 KE0967
 KE0967.The dynamic height is computed by dividing the NAVD 88
 KE0967.geopotential number by the normal gravity value computed on the
 KE0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0967.degrees latitude (g = 980.6199 gals.).
 KE0967
 KE0967.The modeled gravity was interpolated from observed gravity values.
 KE0967
 KE0967;                    North         East    Units  Estimated Accuracy
 KE0967;SPC KS N     -   134,210.      597,650.      MT  (+/- 180 meters Scaled)
 KE0967
 KE0967                          SUPERSEDED SURVEY CONTROL
 KE0967
 KE0967  NGVD 29 (??/??/92)  326.485  (m)         1071.14   (f) ADJ UNCH    2 0
 KE0967
 KE0967.Superseded values are not recommended for survey control.
 KE0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0967.See file dsdata.txt to determine how the superseded data were derived.
 KE0967
 KE0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD678779(NAD 83)
 KE0967_MARKER: DB = BENCH MARK DISK
 KE0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0967_STAMPING: M 108 1934
 KE0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0967+STABILITY: SURFACE MOTION
 KE0967
 KE0967  HISTORY     - Date     Condition        Report By
 KE0967  HISTORY     - 1934     MONUMENTED       CGS
 KE0967  HISTORY     - 1961     GOOD             NGS
 KE0967  HISTORY     - 1961     MARK NOT FOUND   NGS
 KE0967
 KE0967                          STATION DESCRIPTION
 KE0967
 KE0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE0967'4.4 MI NE FROM HOLTON.
 KE0967'4.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0967'RAILWAY FROM THE STATION AT HOLTON, JACKSON COUNTY, ONE POLE
 KE0967'SOUTHWEST OF POLE 55/30, AT A ROAD CROSSING, 37 FEET NORTH OF
 KE0967'THE CENTER LINE OF THE ROAD, AND 45 FEET WEST OF THE CENTER LINE
 KE0967'OF THE TRACK.  A STANDARD DISK, STAMPED M 108 1934 AND SET IN
 KE0967'THE TOP OF A CONCRETE POST.
 KE0967
 KE0967                          STATION RECOVERY (1961)
 KE0967
 KE0967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0016 ***********************************************************************
 KF0016  DESIGNATION -  M 109
 KF0016  PID         -  KF0016
 KF0016  STATE/COUNTY-  KS/NEMAHA
 KF0016  USGS QUAD   -  SENECA (1966)
 KF0016
 KF0016                         *CURRENT SURVEY CONTROL
 KF0016  ___________________________________________________________________
 KF0016* NAD 83(1986)-  39 51 20.     (N)    096 01 17.     (W)     SCALED    
 KF0016* NAVD 88     -       354.118  (meters)    1161.80   (feet)  ADJUSTED  
 KF0016  ___________________________________________________________________
 KF0016  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 KF0016  DYNAMIC HT  -         353.911 (meters)    1161.12  (feet)  COMP
 KF0016  MODELED GRAV-     980,032.1   (mgal)                       NAVD 88
 KF0016
 KF0016  VERT ORDER  -  SECOND    CLASS 0
 KF0016
 KF0016.The horizontal coordinates were scaled from a topographic map and have
 KF0016.an estimated accuracy of +/- 6 seconds.
 KF0016
 KF0016.The orthometric height was determined by differential leveling
 KF0016.and adjusted by the National Geodetic Survey in June 1991..
 KF0016
 KF0016.The geoid height was determined by GEOID03.
 KF0016
 KF0016.The dynamic height is computed by dividing the NAVD 88
 KF0016.geopotential number by the normal gravity value computed on the
 KF0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0016.degrees latitude (g = 980.6199 gals.).
 KF0016
 KF0016.The modeled gravity was interpolated from observed gravity values.
 KF0016
 KF0016;                    North         East    Units  Estimated Accuracy
 KF0016;SPC KS N     -   170,840.      569,310.      MT  (+/- 180 meters Scaled)
 KF0016
 KF0016                          SUPERSEDED SURVEY CONTROL
 KF0016
 KF0016  NGVD 29 (??/??/92)  354.009  (m)         1161.44   (f) ADJ UNCH    2 0
 KF0016
 KF0016.Superseded values are not recommended for survey control.
 KF0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0016.See file dsdata.txt to determine how the superseded data were derived.
 KF0016
 KF0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK548159(NAD 83)
 KF0016_MARKER: DB = BENCH MARK DISK
 KF0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0016_STAMPING: M 109 1934
 KF0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0016+STABILITY: SURFACE MOTION
 KF0016
 KF0016  HISTORY     - Date     Condition        Report By
 KF0016  HISTORY     - 1934     MONUMENTED       CGS
 KF0016  HISTORY     - 1950     GOOD             NGS
 KF0016  HISTORY     - 20050422 MARK NOT FOUND   GEOCAC
 KF0016
 KF0016                          STATION DESCRIPTION
 KF0016
 KF0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KF0016'3.5 MI E FROM SENECA.
 KF0016'3.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0016'AT SENECA, NEMAHA COUNTY, 12 POLES SOUTHEAST OF MILEPOST 74,
 KF0016'AT THE POINT WHERE OLD U.S. HIGHWAY 36 LEAVES THE RAILROAD AND
 KF0016'TURNS EAST, 33 FEET NORTHEAST OF THE NORTHEAST RAIL, 35 FEET
 KF0016'SOUTH OF THE CENTER LINE OF A DIRT ROAD, 15 FEET WEST OF A
 KF0016'CONCRETE POST AT A FENCE CORNER, 13 FEET NORTHWEST OF A POLE,
 KF0016'AND 4 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED M 109
 KF0016'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KF0016'ABOVE GROUND.
 KF0016
 KF0016                          STATION RECOVERY (2005)
 KF0016
 KF0016'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0016'THE CONCRETE POST APPEARS TO HAVE BEEN STRUCK BY HEAVY MACHINERY.  THE
 KF0016'TOP OF THE POST IS MUTILATED, AND THE DISK CUT FROM THE DISK SHANK.
 KF0016'THE DISK SHANK REMAINS IN THE CONCRETE.
 KF0016'HANDHELD COORDINATES N39 51 20.7 W96 01 15.9
 KF0016' 
 KF0016' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0294 ***********************************************************************
 KF0294  DESIGNATION -  M 110
 KF0294  PID         -  KF0294
 KF0294  STATE/COUNTY-  KS/WASHINGTON
 KF0294  USGS QUAD   -  HANOVER WEST (1983)
 KF0294
 KF0294                         *CURRENT SURVEY CONTROL
 KF0294  ___________________________________________________________________
 KF0294* NAD 83(1986)-  39 55 18.     (N)    096 54 17.     (W)     SCALED    
 KF0294* NAVD 88     -       379.367  (meters)    1244.64   (feet)  ADJUSTED  
 KF0294  ___________________________________________________________________
 KF0294  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 KF0294  DYNAMIC HT  -         379.158 (meters)    1243.95  (feet)  COMP
 KF0294  MODELED GRAV-     980,061.7   (mgal)                       NAVD 88
 KF0294
 KF0294  VERT ORDER  -  SECOND    CLASS 0
 KF0294
 KF0294.The horizontal coordinates were scaled from a topographic map and have
 KF0294.an estimated accuracy of +/- 6 seconds.
 KF0294
 KF0294.The orthometric height was determined by differential leveling
 KF0294.and adjusted by the National Geodetic Survey in June 1991..
 KF0294
 KF0294.The geoid height was determined by GEOID03.
 KF0294
 KF0294.The dynamic height is computed by dividing the NAVD 88
 KF0294.geopotential number by the normal gravity value computed on the
 KF0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0294.degrees latitude (g = 980.6199 gals.).
 KF0294
 KF0294.The modeled gravity was interpolated from observed gravity values.
 KF0294
 KF0294;                    North         East    Units  Estimated Accuracy
 KF0294;SPC KS N     -   176,900.      493,640.      MT  (+/- 180 meters Scaled)
 KF0294
 KF0294                          SUPERSEDED SURVEY CONTROL
 KF0294
 KF0294  NGVD 29 (??/??/92)  379.241  (m)         1244.23   (f) ADJ UNCH    2 0
 KF0294
 KF0294.Superseded values are not recommended for survey control.
 KF0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0294.See file dsdata.txt to determine how the superseded data were derived.
 KF0294
 KF0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK790211(NAD 83)
 KF0294_MARKER: DB = BENCH MARK DISK
 KF0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0294_STAMPING: M 110 1934
 KF0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0294+STABILITY: SURFACE MOTION
 KF0294
 KF0294  HISTORY     - Date     Condition        Report By
 KF0294  HISTORY     - 1934     MONUMENTED       CGS
 KF0294  HISTORY     - 1965     GOOD             NGS
 KF0294  HISTORY     - 1981     GOOD             LOCENG
 KF0294
 KF0294                          STATION DESCRIPTION
 KF0294
 KF0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0294'2.5 MI NW FROM HANOVER.
 KF0294'2.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0294'STATION AT HANOVER, 80 YARDS WEST OF A SHARP TURN TO NORTH OF
 KF0294'A GRAVEL ROAD, ON SOUTH SIDE OF A SMALL MEADOW, 2 POLES SOUTH
 KF0294'OF CULVERT AT MILEAGE POST 130+62162 FEET NORTHEAST OF THE
 KF0294'NORTHEAST RAIL, 116 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 KF0294'24 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A PASTURE FENCE
 KF0294'AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN.  A STANDARD
 KF0294'DISK, STAMPED, M 110 1934, SET IN THE TOP OF A CONCRETE POST
 KF0294'AND PROJECTING 10 INCHES ABOVE GROUND.
 KF0294
 KF0294                          STATION RECOVERY (1981)
 KF0294
 KF0294'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0295 ***********************************************************************
 KF0295  DESIGNATION -  M 110 RESET
 KF0295  PID         -  KF0295
 KF0295  STATE/COUNTY-  KS/WASHINGTON
 KF0295  USGS QUAD   -  HANOVER WEST (1983)
 KF0295
 KF0295                         *CURRENT SURVEY CONTROL
 KF0295  ___________________________________________________________________
 KF0295* NAD 83(1986)-  39 55 18.     (N)    096 54 18.     (W)     SCALED    
 KF0295* NAVD 88     -       384.50   (meters)    1261.5    (feet)  RESET     
 KF0295  ___________________________________________________________________
 KF0295  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 KF0295
 KF0295  VERT ORDER  -  THIRD
 KF0295
 KF0295.The horizontal coordinates were scaled from a topographic map and have
 KF0295.an estimated accuracy of +/- 6 seconds.
 KF0295
 KF0295.The orthometric height was computed from unverified reset data.
 KF0295
 KF0295.The geoid height was determined by GEOID03.
 KF0295
 KF0295;                    North         East    Units  Estimated Accuracy
 KF0295;SPC KS N     -   176,900.      493,610.      MT  (+/- 180 meters Scaled)
 KF0295
 KF0295                          SUPERSEDED SURVEY CONTROL
 KF0295
 KF0295.No superseded survey control is available for this station.
 KF0295
 KF0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK790211(NAD 83)
 KF0295_MARKER: DB = BENCH MARK DISK
 KF0295_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 KF0295+WITH SETTING: INTO GROUND
 KF0295_STAMPING: M 110 RESET 1973
 KF0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0295+STABILITY: SURFACE MOTION
 KF0295
 KF0295  HISTORY     - Date     Condition        Report By
 KF0295  HISTORY     - 1973     MONUMENTED       NGS
 KF0295
 KF0295                          STATION DESCRIPTION
 KF0295
 KF0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KF0295'2.5 MI NW FROM HANOVER.
 KF0295'TO REACH THE BENCH MARK FROM THE JUNCTION OF THE MAIN EAST-WEST
 KF0295'STREET AND A SIDE ROAD NORTH AT THE EAST SIDE OF THE RAILROAD
 KF0295'TRACKS AND AT THE OLD RAILROAD STATION IN HANOVER, GO NORTH ON
 KF0295'A PAVED STREET AND GRAVELED ROAD FOR 0.75 MILE TO A SIDE ROAD
 KF0295'LEFT.  TURN LEFT AND GO NORTHWESTERLY ON A GRAVELED ROAD FOR
 KF0295'1.8 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST
 KF0295'ON A GRAVELED ROAD, UPHILL, FOR 0.2 MILE TO WHERE THE ROAD CURVES
 KF0295'TO THE NORTH AND THE BENCH MARK ON THE LEFT, STRAIGHT WEST OF
 KF0295'THE CURVE.  THE BENCH MARK IS A STANDARD DISK STAMPED AND STATE
 KF0295'SURVEY M110 RESET 1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER
 KF0295'COATED ROD WITH A 10 INCH STEEL PLATE BOLTED AT THE BOTTOM,
 KF0295'ENCASED IN A PLASTIC PIPE AND PROJECTS 3 INCHES ABOVE THE GROUND
 KF0295'SURFACE.  IT IS 58 FEET WEST OF THE WEST EDGE OF THE ROAD CURVE,
 KF0295'8 FEET NORTH OF A FENCE, 8 FEET WEST OF AN ELM TREE AND 1 FOOT
 KF0295'WEST OF A METAL WITNESS POST.  THIS MARK WAS SET 75.959 METERS
 KF0295'AND ON A LINE 5 DEGREES NORTH OF EAST FROM THE ORIGINAL BENCH
 KF0295'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0303 ***********************************************************************
 KF0303  DESIGNATION -  M 112
 KF0303  PID         -  KF0303
 KF0303  STATE/COUNTY-  KS/WASHINGTON
 KF0303  USGS QUAD   -  GREENLEAF (1983)
 KF0303
 KF0303                         *CURRENT SURVEY CONTROL
 KF0303  ___________________________________________________________________
 KF0303* NAD 83(1986)-  39 43 52.     (N)    096 58 45.     (W)     SCALED    
 KF0303* NAVD 88     -       433.610  (meters)    1422.60   (feet)  ADJUSTED  
 KF0303  ___________________________________________________________________
 KF0303  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 KF0303  DYNAMIC HT  -         433.372 (meters)    1421.82  (feet)  COMP
 KF0303  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 KF0303
 KF0303  VERT ORDER  -  SECOND    CLASS 0
 KF0303
 KF0303.The horizontal coordinates were scaled from a topographic map and have
 KF0303.an estimated accuracy of +/- 6 seconds.
 KF0303
 KF0303.The orthometric height was determined by differential leveling
 KF0303.and adjusted by the National Geodetic Survey in June 1991..
 KF0303
 KF0303.The geoid height was determined by GEOID03.
 KF0303
 KF0303.The dynamic height is computed by dividing the NAVD 88
 KF0303.geopotential number by the normal gravity value computed on the
 KF0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0303.degrees latitude (g = 980.6199 gals.).
 KF0303
 KF0303.The modeled gravity was interpolated from observed gravity values.
 KF0303
 KF0303;                    North         East    Units  Estimated Accuracy
 KF0303;SPC KS N     -   155,670.      487,510.      MT  (+/- 180 meters Scaled)
 KF0303
 KF0303                          SUPERSEDED SURVEY CONTROL
 KF0303
 KF0303  NGVD 29 (??/??/92)  433.499  (m)         1422.24   (f) ADJ UNCH    2 0
 KF0303
 KF0303.Superseded values are not recommended for survey control.
 KF0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0303.See file dsdata.txt to determine how the superseded data were derived.
 KF0303
 KF0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ731998(NAD 83)
 KF0303_MARKER: DD = SURVEY DISK
 KF0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0303_STAMPING: M 112 1934
 KF0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0303+STABILITY: SURFACE MOTION
 KF0303
 KF0303  HISTORY     - Date     Condition        Report By
 KF0303  HISTORY     - 1934     MONUMENTED       KSGS
 KF0303  HISTORY     - 1965     GOOD             NGS
 KF0303
 KF0303                          STATION DESCRIPTION
 KF0303
 KF0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0303'AT GREENLEAF.
 KF0303'0.2 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0303'STATION AT GREENLEAF, AT A STREET CROSSING, 96 FEET NORTHEAST
 KF0303'OF A FIRE HYDRANT, 77.5 FEET EAST OF THE CITY STANDPIPE, 37
 KF0303'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 54 FEET NORTH OF CENTER
 KF0303'OF THE STREET AND 1 FOOT SOUTH OF A METAL WITNESS POST AND
 KF0303'SIGN.  A STATE SURVEY DISK IN THE TOP OF A CONCRETE POST, STAMPED,
 KF0303'M 112 1934, AND PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0370 ***********************************************************************
 KF0370  DESIGNATION -  M 113
 KF0370  PID         -  KF0370
 KF0370  STATE/COUNTY-  KS/WASHINGTON
 KF0370  USGS QUAD   -  PALMER (1968)
 KF0370
 KF0370                         *CURRENT SURVEY CONTROL
 KF0370  ___________________________________________________________________
 KF0370* NAD 83(1986)-  39 38 03.     (N)    097 08 19.     (W)     SCALED    
 KF0370* NAVD 88     -       404.252  (meters)    1326.28   (feet)  ADJUSTED  
 KF0370  ___________________________________________________________________
 KF0370  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 KF0370  DYNAMIC HT  -         404.023 (meters)    1325.53  (feet)  COMP
 KF0370  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 KF0370
 KF0370  VERT ORDER  -  SECOND    CLASS 0
 KF0370
 KF0370.The horizontal coordinates were scaled from a topographic map and have
 KF0370.an estimated accuracy of +/- 6 seconds.
 KF0370
 KF0370.The orthometric height was determined by differential leveling
 KF0370.and adjusted by the National Geodetic Survey in June 1991..
 KF0370
 KF0370.The geoid height was determined by GEOID03.
 KF0370
 KF0370.The dynamic height is computed by dividing the NAVD 88
 KF0370.geopotential number by the normal gravity value computed on the
 KF0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0370.degrees latitude (g = 980.6199 gals.).
 KF0370
 KF0370.The modeled gravity was interpolated from observed gravity values.
 KF0370
 KF0370;                    North         East    Units  Estimated Accuracy
 KF0370;SPC KS N     -   144,760.      473,950.      MT  (+/- 180 meters Scaled)
 KF0370
 KF0370                          SUPERSEDED SURVEY CONTROL
 KF0370
 KF0370  NGVD 29 (??/??/92)  404.140  (m)         1325.92   (f) ADJ UNCH    2 0
 KF0370
 KF0370.Superseded values are not recommended for survey control.
 KF0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0370.See file dsdata.txt to determine how the superseded data were derived.
 KF0370
 KF0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ597888(NAD 83)
 KF0370_MARKER: DB = BENCH MARK DISK
 KF0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0370_STAMPING: M 113 1934
 KF0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0370+STABILITY: SURFACE MOTION
 KF0370
 KF0370  HISTORY     - Date     Condition        Report By
 KF0370  HISTORY     - 1934     MONUMENTED       CGS
 KF0370  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0370  HISTORY     - 1968     MARK NOT FOUND   USGS
 KF0370
 KF0370                          STATION DESCRIPTION
 KF0370
 KF0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0370'AT PALMER.
 KF0370'AT PALMER, WASHINGTON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 KF0370'9 RAILS NORTH OF THE NORTH END OF THE STATION, 60 FEET EAST
 KF0370'OF THE CENTER LINE OF THE TRACK, EAST OF A GRAIN ELEVATOR, IN
 KF0370'A SMALL PARK, AND IN LINE WITH A ROW OF TREES.  A STANDARD DISK,
 KF0370'STAMPED, M 113 1934, AND SET IN THE TOP OF A CONCRETE POST.
 KF0370'NOTE-- IT WAS REPORTED IN SEPTEMBER 1949 THAT THE POST IS
 KF0370'SLIGHTLY LOOSE.
 KF0370
 KF0370                          STATION RECOVERY (1968)
 KF0370
 KF0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KF0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0009 ***********************************************************************
 KF0009  DESIGNATION -  M 114
 KF0009  PID         -  KF0009
 KF0009  STATE/COUNTY-  KS/MARSHALL
 KF0009  USGS QUAD   -  VERMILLION (1983)
 KF0009
 KF0009                         *CURRENT SURVEY CONTROL
 KF0009  ___________________________________________________________________
 KF0009* NAD 83(1986)-  39 38 19.     (N)    096 19 21.     (W)     SCALED    
 KF0009* NAVD 88     -       368.129  (meters)    1207.77   (feet)  ADJUSTED  
 KF0009  ___________________________________________________________________
 KF0009  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 KF0009  DYNAMIC HT  -         367.900 (meters)    1207.02  (feet)  COMP
 KF0009  MODELED GRAV-     979,995.5   (mgal)                       NAVD 88
 KF0009
 KF0009  VERT ORDER  -  SECOND    CLASS 0
 KF0009
 KF0009.The horizontal coordinates were scaled from a topographic map and have
 KF0009.an estimated accuracy of +/- 6 seconds.
 KF0009
 KF0009.The orthometric height was determined by differential leveling
 KF0009.and adjusted by the National Geodetic Survey in June 1991..
 KF0009
 KF0009.The geoid height was determined by GEOID03.
 KF0009
 KF0009.The dynamic height is computed by dividing the NAVD 88
 KF0009.geopotential number by the normal gravity value computed on the
 KF0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0009.degrees latitude (g = 980.6199 gals.).
 KF0009
 KF0009.The modeled gravity was interpolated from observed gravity values.
 KF0009
 KF0009;                    North         East    Units  Estimated Accuracy
 KF0009;SPC KS N     -   146,240.      543,990.      MT  (+/- 180 meters Scaled)
 KF0009
 KF0009                          SUPERSEDED SURVEY CONTROL
 KF0009
 KF0009  NGVD 29 (??/??/92)  367.994  (m)         1207.33   (f) ADJ UNCH    2 0
 KF0009
 KF0009.Superseded values are not recommended for survey control.
 KF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0009.See file dsdata.txt to determine how the superseded data were derived.
 KF0009
 KF0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ297910(NAD 83)
 KF0009_MARKER: DB = BENCH MARK DISK
 KF0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0009_STAMPING: M 114 1934
 KF0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0009+STABILITY: SURFACE MOTION
 KF0009
 KF0009  HISTORY     - Date     Condition        Report By
 KF0009  HISTORY     - 1934     MONUMENTED       CGS
 KF0009  HISTORY     - 1965     GOOD             NGS
 KF0009  HISTORY     - 1981     GOOD             LOCENG
 KF0009
 KF0009                          STATION DESCRIPTION
 KF0009
 KF0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0009'2.2 MI NW FROM LILLIS.
 KF0009'2.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0009'STATION AT LILLIS, MARSHALL COUNTY, AT A ROAD CROSSING, JUST
 KF0009'NORTH OF BRIDGE 51.59, 167 FEET WEST OF CENTER ON ROAD AND
 KF0009'RAILROAD CROSSING, 27 FEET NORTH OF CENTER LINE OF ROAD, 9.5
 KF0009'FEET EAST OF A CONCRETE FENCE CORNER POST OF RIGHT-OF-WAY FENCE
 KF0009'AND 4 FEET NORTH OF A CONCRETE BRACE POST.  A 6 INCH SQUARE
 KF0009'CONCRETE POST PROJECTING 6 INCHES.  A STATE SURVEY STANDARD
 KF0009'DISK, STAMPED, M 114 1934.
 KF0009
 KF0009                          STATION RECOVERY (1981)
 KF0009
 KF0009'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0683 ***********************************************************************
 KF0683  DESIGNATION -  M 115
 KF0683  PID         -  KF0683
 KF0683  STATE/COUNTY-  KS/GEARY
 KF0683  USGS QUAD   -  JUNCTION CITY (1982)
 KF0683
 KF0683                         *CURRENT SURVEY CONTROL
 KF0683  ___________________________________________________________________
 KF0683* NAD 83(1986)-  39 03 44.     (N)    096 47 35.     (W)     SCALED    
 KF0683* NAVD 88     -       325.766  (meters)    1068.78   (feet)  ADJUSTED  
 KF0683  ___________________________________________________________________
 KF0683  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 KF0683  DYNAMIC HT  -         325.543 (meters)    1068.05  (feet)  COMP
 KF0683  MODELED GRAV-     979,935.1   (mgal)                       NAVD 88
 KF0683
 KF0683  VERT ORDER  -  FIRST     CLASS II
 KF0683
 KF0683.The horizontal coordinates were scaled from a topographic map and have
 KF0683.an estimated accuracy of +/- 6 seconds.
 KF0683
 KF0683.The orthometric height was determined by differential leveling
 KF0683.and adjusted by the National Geodetic Survey in June 1991..
 KF0683
 KF0683.The geoid height was determined by GEOID03.
 KF0683
 KF0683.The dynamic height is computed by dividing the NAVD 88
 KF0683.geopotential number by the normal gravity value computed on the
 KF0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0683.degrees latitude (g = 980.6199 gals.).
 KF0683
 KF0683.The modeled gravity was interpolated from observed gravity values.
 KF0683
 KF0683;                    North         East    Units  Estimated Accuracy
 KF0683;SPC KS N     -    81,610.      504,460.      MT  (+/- 180 meters Scaled)
 KF0683
 KF0683                          SUPERSEDED SURVEY CONTROL
 KF0683
 KF0683  NGVD 29 (??/??/92)  325.639  (m)         1068.37   (f) ADJ UNCH    1 2
 KF0683
 KF0683.Superseded values are not recommended for survey control.
 KF0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0683.See file dsdata.txt to determine how the superseded data were derived.
 KF0683
 KF0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ909260(NAD 83)
 KF0683_MARKER: DD = SURVEY DISK
 KF0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0683_STAMPING: M 115 1934
 KF0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0683+STABILITY: SURFACE MOTION
 KF0683
 KF0683  HISTORY     - Date     Condition        Report By
 KF0683  HISTORY     - 1934     MONUMENTED       KSGS
 KF0683  HISTORY     - 1965     GOOD             NGS
 KF0683  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0683
 KF0683                          STATION DESCRIPTION
 KF0683
 KF0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0683'1 MI W FROM FORT RILEY.
 KF0683'1.0 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0683'AT FORT RILEY, GEARY COUNTY, 60 FEET NORTHWEST OF MILEPOST
 KF0683'BRIDGE SIGN 136.66, 37 FEET SOUTH OF CENTER LINE OF STATE HIGHWAY
 KF0683'18, 26.5 FEET NORTH OF THE NORTH RAIL, 7 FEET WEST OF A TELEPHONE
 KF0683'POLE AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN.  A STATE
 KF0683'SURVEY DISK, STAMPED, M 115 1934, SET IN THE TOP OF A CONCRETE
 KF0683'POST AND PROJECTING 4 INCHES ABOVE GROUND.
 KF0683
 KF0683                          STATION RECOVERY (1986)
 KF0683
 KF0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0361 ***********************************************************************
 KF0361  DESIGNATION -  M 116
 KF0361  PID         -  KF0361
 KF0361  STATE/COUNTY-  KS/CLAY
 KF0361  USGS QUAD   -  CLIFTON (1965)
 KF0361
 KF0361                         *CURRENT SURVEY CONTROL
 KF0361  ___________________________________________________________________
 KF0361* NAD 83(1986)-  39 32 37.     (N)    097 15 05.     (W)     SCALED    
 KF0361* NAVD 88     -       379.321  (meters)    1244.49   (feet)  ADJUSTED  
 KF0361  ___________________________________________________________________
 KF0361  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 KF0361  DYNAMIC HT  -         379.103 (meters)    1243.77  (feet)  COMP
 KF0361  MODELED GRAV-     980,040.2   (mgal)                       NAVD 88
 KF0361
 KF0361  VERT ORDER  -  SECOND    CLASS 0
 KF0361
 KF0361.The horizontal coordinates were scaled from a topographic map and have
 KF0361.an estimated accuracy of +/- 6 seconds.
 KF0361
 KF0361.The orthometric height was determined by differential leveling
 KF0361.and adjusted by the National Geodetic Survey in June 1991..
 KF0361
 KF0361.The geoid height was determined by GEOID03.
 KF0361
 KF0361.The dynamic height is computed by dividing the NAVD 88
 KF0361.geopotential number by the normal gravity value computed on the
 KF0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0361.degrees latitude (g = 980.6199 gals.).
 KF0361
 KF0361.The modeled gravity was interpolated from observed gravity values.
 KF0361
 KF0361;                    North         East    Units  Estimated Accuracy
 KF0361;SPC KS N     -   134,620.      464,350.      MT  (+/- 180 meters Scaled)
 KF0361
 KF0361                          SUPERSEDED SURVEY CONTROL
 KF0361
 KF0361  NGVD 29 (??/??/92)  379.209  (m)         1244.12   (f) ADJ UNCH    2 0
 KF0361
 KF0361.Superseded values are not recommended for survey control.
 KF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0361.See file dsdata.txt to determine how the superseded data were derived.
 KF0361
 KF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ502785(NAD 83)
 KF0361_MARKER: DB = BENCH MARK DISK
 KF0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0361_STAMPING: M-116 1934
 KF0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0361+STABILITY: SURFACE MOTION
 KF0361
 KF0361  HISTORY     - Date     Condition        Report By
 KF0361  HISTORY     - 1934     MONUMENTED       CGS
 KF0361  HISTORY     - 1961     MARK NOT FOUND   USGS
 KF0361
 KF0361                          STATION DESCRIPTION
 KF0361
 KF0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0361'2.2 MI SE FROM CLIFTON.
 KF0361'2.2 MILES SOUTHEAST OF UNION PACIFIC STATION AT CLIFTON ON UNION
 KF0361'PACIFIC RAILROAD 300 FEET WEST OF MAIN ENTRANCE TO NORTHERN
 KF0361'GAS AND PIPE LINE CO. BOOSTER STATION.  1/4 MILE NORTHEAST OF
 KF0361'EAST END OF PIPE LINE SUSPENSION CROSSING OF REPUBLICAN RIVER.
 KF0361'40 FEET EAST CENTER LINE OF TRACKS, AND 4 RAILS NORTH OF MILEPOST
 KF0361'47.
 KF0361
 KF0361                          STATION RECOVERY (1961)
 KF0361
 KF0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KF0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0217 ***********************************************************************
 KF0217  DESIGNATION -  M 117
 KF0217  PID         -  KF0217
 KF0217  STATE/COUNTY-  KS/CLAY
 KF0217  USGS QUAD   -  MILFORD (1991)
 KF0217
 KF0217                         *CURRENT SURVEY CONTROL
 KF0217  ___________________________________________________________________
 KF0217* NAD 83(1986)-  39 11 17.     (N)    096 57 39.     (W)     SCALED    
 KF0217* NAVD 88     -       343.025  (meters)    1125.41   (feet)  ADJUSTED  
 KF0217  ___________________________________________________________________
 KF0217  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 KF0217  DYNAMIC HT  -         342.795 (meters)    1124.65  (feet)  COMP
 KF0217  MODELED GRAV-     979,947.3   (mgal)                       NAVD 88
 KF0217
 KF0217  VERT ORDER  -  SECOND    CLASS 0
 KF0217
 KF0217.The horizontal coordinates were scaled from a topographic map and have
 KF0217.an estimated accuracy of +/- 6 seconds.
 KF0217
 KF0217.The orthometric height was determined by differential leveling
 KF0217.and adjusted by the National Geodetic Survey in June 1991..
 KF0217
 KF0217.The geoid height was determined by GEOID03.
 KF0217
 KF0217.The dynamic height is computed by dividing the NAVD 88
 KF0217.geopotential number by the normal gravity value computed on the
 KF0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0217.degrees latitude (g = 980.6199 gals.).
 KF0217
 KF0217.The modeled gravity was interpolated from observed gravity values.
 KF0217
 KF0217;                    North         East    Units  Estimated Accuracy
 KF0217;SPC KS N     -    95,400.      489,780.      MT  (+/- 180 meters Scaled)
 KF0217
 KF0217                          SUPERSEDED SURVEY CONTROL
 KF0217
 KF0217  NGVD 29 (??/??/92)  342.898  (m)         1124.99   (f) ADJ UNCH    2 0
 KF0217
 KF0217.Superseded values are not recommended for survey control.
 KF0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0217.See file dsdata.txt to determine how the superseded data were derived.
 KF0217
 KF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ761396(NAD 83)
 KF0217_MARKER: DB = BENCH MARK DISK
 KF0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0217_STAMPING: M-117 1934
 KF0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0217+STABILITY: SURFACE MOTION
 KF0217
 KF0217  HISTORY     - Date     Condition        Report By
 KF0217  HISTORY     - 1934     MONUMENTED       CGS
 KF0217  HISTORY     - 1947     MARK NOT FOUND   USGS
 KF0217
 KF0217                          STATION DESCRIPTION
 KF0217
 KF0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0217'2.8 MI N FROM MILFORD.
 KF0217'2.8 MILES NORTH OF U.P. STATION AT MILFORD.  ON UNION PACIFIC
 KF0217'RAILROAD AT THE CLAY-GEARY COUNTY LINE.  35 FEET WEST CENTER
 KF0217'LINE OF TRACKS, AND 5 FEET NORTHWEST OF A POLE MARKING COUNTY
 KF0217'LINE.
 KF0217
 KF0217                          STATION RECOVERY (1947)
 KF0217
 KF0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 KF0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0395 ***********************************************************************
 KF0395  DESIGNATION -  M 118
 KF0395  PID         -  KF0395
 KF0395  STATE/COUNTY-  KS/CLAY
 KF0395  USGS QUAD   -  CLAY CENTER SE (1964)
 KF0395
 KF0395                         *CURRENT SURVEY CONTROL
 KF0395  ___________________________________________________________________
 KF0395* NAD 83(1986)-  39 21 25.     (N)    097 07 30.     (W)     SCALED    
 KF0395* NAVD 88     -       361.730  (meters)    1186.78   (feet)  ADJUSTED  
 KF0395  ___________________________________________________________________
 KF0395  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 KF0395  DYNAMIC HT  -         361.520 (meters)    1186.09  (feet)  COMP
 KF0395  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 KF0395
 KF0395  VERT ORDER  -  SECOND    CLASS 0
 KF0395
 KF0395.The horizontal coordinates were scaled from a topographic map and have
 KF0395.an estimated accuracy of +/- 6 seconds.
 KF0395
 KF0395.The orthometric height was determined by differential leveling
 KF0395.and adjusted by the National Geodetic Survey in June 1991..
 KF0395
 KF0395.The geoid height was determined by GEOID03.
 KF0395
 KF0395.The dynamic height is computed by dividing the NAVD 88
 KF0395.geopotential number by the normal gravity value computed on the
 KF0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0395.degrees latitude (g = 980.6199 gals.).
 KF0395
 KF0395.The modeled gravity was interpolated from observed gravity values.
 KF0395
 KF0395;                    North         East    Units  Estimated Accuracy
 KF0395;SPC KS N     -   114,000.      475,410.      MT  (+/- 180 meters Scaled)
 KF0395
 KF0395                          SUPERSEDED SURVEY CONTROL
 KF0395
 KF0395  NGVD 29 (??/??/92)  361.628  (m)         1186.44   (f) ADJ UNCH    2 0
 KF0395
 KF0395.Superseded values are not recommended for survey control.
 KF0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0395.See file dsdata.txt to determine how the superseded data were derived.
 KF0395
 KF0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ615580(NAD 83)
 KF0395_MARKER: DB = BENCH MARK DISK
 KF0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0395_SP_SET: BRIDGE
 KF0395_STAMPING: M 118 1934
 KF0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0395
 KF0395  HISTORY     - Date     Condition        Report By
 KF0395  HISTORY     - 1934     MONUMENTED       CGS
 KF0395
 KF0395                          STATION DESCRIPTION
 KF0395
 KF0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0395'1.1 MI S FROM CLAY CENTER.
 KF0395'1.1 MILES SOUTH OF UNION PACIFIC STATION AT CLAY CENTER ALONG
 KF0395'STATE HIGHWAY 15 AT BRIDGE OVER THE REPUBLICAN RIVER.  SET IN
 KF0395'TOP OF CONCRETE WINGWALL AT THE NORTHEAST CORNER OF THE BRIDGE.
 KF0395'150 FEET NORTH OF A STREAM GAGING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0396 ***********************************************************************
 KF0396  DESIGNATION -  M 118 RESET
 KF0396  PID         -  KF0396
 KF0396  STATE/COUNTY-  KS/CLAY
 KF0396  USGS QUAD   -  CLAY CENTER SE (1964)
 KF0396
 KF0396                         *CURRENT SURVEY CONTROL
 KF0396  ___________________________________________________________________
 KF0396* NAD 83(1986)-  39 21 25.     (N)    097 07 30.     (W)     SCALED    
 KF0396* NAVD 88     -       361.728  (meters)    1186.77   (feet)  ADJUSTED  
 KF0396  ___________________________________________________________________
 KF0396  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 KF0396  DYNAMIC HT  -         361.518 (meters)    1186.08  (feet)  COMP
 KF0396  MODELED GRAV-     980,035.6   (mgal)                       NAVD 88
 KF0396
 KF0396  VERT ORDER  -  THIRD
 KF0396
 KF0396.The horizontal coordinates were scaled from a topographic map and have
 KF0396.an estimated accuracy of +/- 6 seconds.
 KF0396
 KF0396.The orthometric height was determined by differential leveling
 KF0396.and adjusted by the National Geodetic Survey in June 1991..
 KF0396
 KF0396.The geoid height was determined by GEOID03.
 KF0396
 KF0396.The dynamic height is computed by dividing the NAVD 88
 KF0396.geopotential number by the normal gravity value computed on the
 KF0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0396.degrees latitude (g = 980.6199 gals.).
 KF0396
 KF0396.The modeled gravity was interpolated from observed gravity values.
 KF0396
 KF0396;                    North         East    Units  Estimated Accuracy
 KF0396;SPC KS N     -   114,000.      475,410.      MT  (+/- 180 meters Scaled)
 KF0396
 KF0396                          SUPERSEDED SURVEY CONTROL
 KF0396
 KF0396  NGVD 29 (??/??/??)  361.62   (m)         1186.4    (f) RESET       3  
 KF0396
 KF0396.Superseded values are not recommended for survey control.
 KF0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0396.See file dsdata.txt to determine how the superseded data were derived.
 KF0396
 KF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ615580(NAD 83)
 KF0396_MARKER: DD = SURVEY DISK
 KF0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0396_SP_SET: CONCRETE POST
 KF0396_STAMPING: M 118 RESET 1936
 KF0396_MARK LOGO: KSHC  
 KF0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0396+STABILITY: SURFACE MOTION
 KF0396
 KF0396  HISTORY     - Date     Condition        Report By
 KF0396  HISTORY     - 1936     MONUMENTED       KSHC
 KF0396  HISTORY     - 1987     GOOD             NOS
 KF0396
 KF0396                          STATION DESCRIPTION
 KF0396
 KF0396'DESCRIBED BY KS HIGHWAY COMM 1936
 KF0396'AT CLAY CENTER.
 KF0396'1.1 MI S ALONG STATE HWY 15 FROM THE UNION PACIFIC RR STATION
 KF0396'AT CLAY CENTER, CLAY COUNTY, AT THE NE CORNER OF A BRIDGE OVER
 KF0396'REPUBLICAN RIVER, AND IN THE TOP OF THE E CONCRETE WING WALL.
 KF0396'AT STATE SURVEY STANDARD DISK, STAMPED M 118 RESET 1936.
 KF0396
 KF0396                          STATION RECOVERY (1987)
 KF0396
 KF0396'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KF0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0327 ***********************************************************************
 KG0327  DESIGNATION -  M 12
 KG0327  PID         -  KG0327
 KG0327  STATE/COUNTY-  KS/TREGO
 KG0327  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0327
 KG0327                         *CURRENT SURVEY CONTROL
 KG0327  ___________________________________________________________________
 KG0327* NAD 83(1986)-  39 01 17.     (N)    099 53 01.     (W)     SCALED    
 KG0327* NAVD 88     -       745.506  (meters)    2445.88   (feet)  ADJUSTED  
 KG0327  ___________________________________________________________________
 KG0327  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 KG0327  DYNAMIC HT  -         744.943 (meters)    2444.03  (feet)  COMP
 KG0327  MODELED GRAV-     979,847.6   (mgal)                       NAVD 88
 KG0327
 KG0327  VERT ORDER  -  FIRST     CLASS II
 KG0327
 KG0327.The horizontal coordinates were scaled from a topographic map and have
 KG0327.an estimated accuracy of +/- 6 seconds.
 KG0327
 KG0327.The orthometric height was determined by differential leveling
 KG0327.and adjusted by the National Geodetic Survey in June 1991..
 KG0327
 KG0327.The geoid height was determined by GEOID03.
 KG0327
 KG0327.The dynamic height is computed by dividing the NAVD 88
 KG0327.geopotential number by the normal gravity value computed on the
 KG0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0327.degrees latitude (g = 980.6199 gals.).
 KG0327
 KG0327.The modeled gravity was interpolated from observed gravity values.
 KG0327
 KG0327;                    North         East    Units  Estimated Accuracy
 KG0327;SPC KS N     -    78,080.      236,900.      MT  (+/- 180 meters Scaled)
 KG0327
 KG0327                          SUPERSEDED SURVEY CONTROL
 KG0327
 KG0327  NGVD 29 (??/??/92)  745.207  (m)         2444.90   (f) ADJ UNCH    1 2
 KG0327
 KG0327.Superseded values are not recommended for survey control.
 KG0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0327.See file dsdata.txt to determine how the superseded data were derived.
 KG0327
 KG0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ235195(NAD 83)
 KG0327_MARKER: DB = BENCH MARK DISK
 KG0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0327_STAMPING: M-12 -- 1933
 KG0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0327+STABILITY: SURFACE MOTION
 KG0327
 KG0327  HISTORY     - Date     Condition        Report By
 KG0327  HISTORY     - 1933     MONUMENTED       CGS
 KG0327
 KG0327                          STATION DESCRIPTION
 KG0327
 KG0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KG0327'AT WAKEENEY.
 KG0327'IS LOCATED AT WAKEENEY AT POINT WHERE THE MAIN STREET OF WAKEENEY
 KG0327'RUNS INTO U.S. HY. 40 S., 4.5 FT. EAST OF CURB OF STREET, 46 FT.
 KG0327'NORTH OF CENTER OF U.S. HY. NO. 40 S., 7 FT. WEST OF WEST EDGE
 KG0327'OF SIDEWALK ALONG STREET, 4 FT. NORTH OF FIRE HYDRANT.  STANDARD
 KG0327'TABLET SET IN TOP OF CONCRETE POST 2 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0328 ***********************************************************************
 KG0328  DESIGNATION -  M 12 RESET
 KG0328  PID         -  KG0328
 KG0328  STATE/COUNTY-  KS/TREGO
 KG0328  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0328
 KG0328                         *CURRENT SURVEY CONTROL
 KG0328  ___________________________________________________________________
 KG0328* NAD 83(1986)-  39 01 17.     (N)    099 53 01.     (W)     SCALED    
 KG0328* NAVD 88     -       745.519  (meters)    2445.92   (feet)  ADJUSTED  
 KG0328  ___________________________________________________________________
 KG0328  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 KG0328  DYNAMIC HT  -         744.956 (meters)    2444.08  (feet)  COMP
 KG0328  MODELED GRAV-     979,847.6   (mgal)                       NAVD 88
 KG0328
 KG0328  VERT ORDER  -  FIRST     CLASS II
 KG0328
 KG0328.The horizontal coordinates were scaled from a topographic map and have
 KG0328.an estimated accuracy of +/- 6 seconds.
 KG0328
 KG0328.The orthometric height was determined by differential leveling
 KG0328.and adjusted by the National Geodetic Survey in June 1991..
 KG0328
 KG0328.The geoid height was determined by GEOID03.
 KG0328
 KG0328.The dynamic height is computed by dividing the NAVD 88
 KG0328.geopotential number by the normal gravity value computed on the
 KG0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0328.degrees latitude (g = 980.6199 gals.).
 KG0328
 KG0328.The modeled gravity was interpolated from observed gravity values.
 KG0328
 KG0328;                    North         East    Units  Estimated Accuracy
 KG0328;SPC KS N     -    78,080.      236,900.      MT  (+/- 180 meters Scaled)
 KG0328
 KG0328                          SUPERSEDED SURVEY CONTROL
 KG0328
 KG0328  NGVD 29 (??/??/92)  745.207  (m)         2444.90   (f) ADJ UNCH    1 2
 KG0328
 KG0328.Superseded values are not recommended for survey control.
 KG0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0328.See file dsdata.txt to determine how the superseded data were derived.
 KG0328
 KG0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ235195(NAD 83)
 KG0328_MARKER: DB = BENCH MARK DISK
 KG0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0328_STAMPING: M 12 RESET 1939
 KG0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0328+STABILITY: SURFACE MOTION
 KG0328
 KG0328  HISTORY     - Date     Condition        Report By
 KG0328  HISTORY     - 1939     MONUMENTED       CGS
 KG0328  HISTORY     - 1952     GOOD             NGS
 KG0328
 KG0328                          STATION DESCRIPTION
 KG0328
 KG0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KG0328'AT WAKEENEY.
 KG0328'AT WAKEENEY, AT THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 KG0328'40, 81 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET
 KG0328'EAST OF THE CENTERLINE OF MAIN STREET, 34.7 FEET NORTHWEST OF
 KG0328'THE SOUTHWEST CORNER OF A SERVICE STATION, 41.2 FEET NORTHWEST
 KG0328'OF A FIRE HYDRANT, 14.7 FEET SOUTHWEST OF A 9-INCH ELM TREE,
 KG0328'4.7 FEET EAST OF THE EAST CURB OF MAIN STREET, SET IN THE TOP
 KG0328'OF A CONCRETE POST WHICH IS 0.4 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0803 ***********************************************************************
 KE0803  DESIGNATION -  M 120
 KE0803  PID         -  KE0803
 KE0803  STATE/COUNTY-  KS/JACKSON
 KE0803  USGS QUAD   -  SOLDIER CREEK NW (1964)
 KE0803
 KE0803                         *CURRENT SURVEY CONTROL
 KE0803  ___________________________________________________________________
 KE0803* NAD 83(1986)-  39 27 48.     (N)    095 57 40.     (W)     SCALED    
 KE0803* NAVD 88     -       364.452  (meters)    1195.71   (feet)  ADJUSTED  
 KE0803  ___________________________________________________________________
 KE0803  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 KE0803  DYNAMIC HT  -         364.222 (meters)    1194.95  (feet)  COMP
 KE0803  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 KE0803
 KE0803  VERT ORDER  -  SECOND    CLASS 0
 KE0803
 KE0803.The horizontal coordinates were scaled from a topographic map and have
 KE0803.an estimated accuracy of +/- 6 seconds.
 KE0803
 KE0803.The orthometric height was determined by differential leveling
 KE0803.and adjusted by the National Geodetic Survey in June 1991..
 KE0803
 KE0803.The geoid height was determined by GEOID03.
 KE0803
 KE0803.The dynamic height is computed by dividing the NAVD 88
 KE0803.geopotential number by the normal gravity value computed on the
 KE0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0803.degrees latitude (g = 980.6199 gals.).
 KE0803
 KE0803.The modeled gravity was interpolated from observed gravity values.
 KE0803
 KE0803;                    North         East    Units  Estimated Accuracy
 KE0803;SPC KS N     -   127,420.      575,440.      MT  (+/- 180 meters Scaled)
 KE0803
 KE0803                          SUPERSEDED SURVEY CONTROL
 KE0803
 KE0803  NGVD 29 (??/??/92)  364.336  (m)         1195.33   (f) ADJ UNCH    2 0
 KE0803
 KE0803.Superseded values are not recommended for survey control.
 KE0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0803.See file dsdata.txt to determine how the superseded data were derived.
 KE0803
 KE0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD452723(NAD 83)
 KE0803_MARKER: DD = SURVEY DISK
 KE0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0803_STAMPING: M 120 1934
 KE0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0803+STABILITY: SURFACE MOTION
 KE0803
 KE0803  HISTORY     - Date     Condition        Report By
 KE0803  HISTORY     - 1934     MONUMENTED       KSGS
 KE0803  HISTORY     - 1950     GOOD             NGS
 KE0803
 KE0803                          STATION DESCRIPTION
 KE0803
 KE0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0803'12 MI W FROM HOLTON.
 KE0803'12.0 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 KE0803'AT HOLTON, JACKSON COUNTY, AT THE JUNCTION OF STATE HIGHWAY
 KE0803'62, 74 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 16, 34
 KE0803'FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 11 FEET SOUTHEAST
 KE0803'OF A POWER TRANSMISSION LINE POLE, AND 1 FOOT WEST OF THE
 KE0803'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED M 120 1934 AND
 KE0803'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 KE0803'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0995 ***********************************************************************
 KE0995  DESIGNATION -  M 121
 KE0995  PID         -  KE0995
 KE0995  STATE/COUNTY-  KS/ATCHISON
 KE0995  USGS QUAD   -  WHITING (1961)
 KE0995
 KE0995                         *CURRENT SURVEY CONTROL
 KE0995  ___________________________________________________________________
 KE0995* NAD 83(1986)-  39 32 52.     (N)    095 32 06.     (W)     SCALED    
 KE0995* NAVD 88     -       291.370  (meters)     955.94   (feet)  ADJUSTED  
 KE0995  ___________________________________________________________________
 KE0995  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KE0995  DYNAMIC HT  -         291.188 (meters)     955.34  (feet)  COMP
 KE0995  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 KE0995
 KE0995  VERT ORDER  -  SECOND    CLASS 0
 KE0995
 KE0995.The horizontal coordinates were scaled from a topographic map and have
 KE0995.an estimated accuracy of +/- 6 seconds.
 KE0995
 KE0995.The orthometric height was determined by differential leveling
 KE0995.and adjusted by the National Geodetic Survey in June 1991..
 KE0995
 KE0995.The geoid height was determined by GEOID03.
 KE0995
 KE0995.The dynamic height is computed by dividing the NAVD 88
 KE0995.geopotential number by the normal gravity value computed on the
 KE0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0995.degrees latitude (g = 980.6199 gals.).
 KE0995
 KE0995.The modeled gravity was interpolated from observed gravity values.
 KE0995
 KE0995;                    North         East    Units  Estimated Accuracy
 KE0995;SPC KS N     -   137,700.      611,850.      MT  (+/- 180 meters Scaled)
 KE0995
 KE0995                          SUPERSEDED SURVEY CONTROL
 KE0995
 KE0995  NGVD 29 (??/??/92)  291.265  (m)          955.59   (f) ADJ UNCH    2 0
 KE0995
 KE0995.Superseded values are not recommended for survey control.
 KE0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0995.See file dsdata.txt to determine how the superseded data were derived.
 KE0995
 KE0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD821806(NAD 83)
 KE0995_MARKER: DB = BENCH MARK DISK
 KE0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0995_STAMPING: M 121 1934
 KE0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0995+STABILITY: SURFACE MOTION
 KE0995
 KE0995  HISTORY     - Date     Condition        Report By
 KE0995  HISTORY     - 1934     MONUMENTED       CGS
 KE0995  HISTORY     - 1950     GOOD             NGS
 KE0995
 KE0995                          STATION DESCRIPTION
 KE0995
 KE0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0995'5.4 MI E FROM WHITING.
 KE0995'IN ATCHISON COUNTY, 5.4 MILES EAST ALONG THE MISSOURI PACIFIC
 KE0995'RAILROAD FROM THE STATION AT WHITING, JACKSON COUNTY, 15 FEET
 KE0995'WEST OF THE FIRST POLE WEST OF MILEPOST 356, AT BRIDGE 16, AT
 KE0995'A ROAD CROSSING, 58 FEET WEST OF THE CENTER LINE OF THE ROAD,
 KE0995'45 FEET SOUTH OF THE SOUTH RAIL, AND 11 FEET WEST OF THE
 KE0995'RIGHT-OF-WAY FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED
 KE0995'M 121 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KE0995'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0690 ***********************************************************************
 KE0690  DESIGNATION -  M 122
 KE0690  PID         -  KE0690
 KE0690  STATE/COUNTY-  KS/JEFFERSON
 KE0690  USGS QUAD   -  NORTONVILLE (1979)
 KE0690
 KE0690                         *CURRENT SURVEY CONTROL
 KE0690  ___________________________________________________________________
 KE0690* NAD 83(1986)-  39 25 25.     (N)    095 19 44.     (W)     SCALED    
 KE0690* NAVD 88     -       353.205  (meters)    1158.81   (feet)  ADJUSTED  
 KE0690  ___________________________________________________________________
 KE0690  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KE0690  DYNAMIC HT  -         352.981 (meters)    1158.07  (feet)  COMP
 KE0690  MODELED GRAV-     979,982.9   (mgal)                       NAVD 88
 KE0690
 KE0690  VERT ORDER  -  SECOND    CLASS 0
 KE0690
 KE0690.The horizontal coordinates were scaled from a topographic map and have
 KE0690.an estimated accuracy of +/- 6 seconds.
 KE0690
 KE0690.The orthometric height was determined by differential leveling
 KE0690.and adjusted by the National Geodetic Survey in June 1991..
 KE0690
 KE0690.The geoid height was determined by GEOID03.
 KE0690
 KE0690.The dynamic height is computed by dividing the NAVD 88
 KE0690.geopotential number by the normal gravity value computed on the
 KE0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0690.degrees latitude (g = 980.6199 gals.).
 KE0690
 KE0690.The modeled gravity was interpolated from observed gravity values.
 KE0690
 KE0690;                    North         East    Units  Estimated Accuracy
 KE0690;SPC KS N     -   124,430.      629,960.      MT  (+/- 180 meters Scaled)
 KE0690
 KE0690                          SUPERSEDED SURVEY CONTROL
 KE0690
 KE0690  NGVD 29 (??/??/92)  353.090  (m)         1158.43   (f) ADJ UNCH    2 0
 KE0690
 KE0690.Superseded values are not recommended for survey control.
 KE0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0690.See file dsdata.txt to determine how the superseded data were derived.
 KE0690
 KE0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD995663(NAD 83)
 KE0690_MARKER: DB = BENCH MARK DISK
 KE0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0690_STAMPING: M 122 1934
 KE0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0690+STABILITY: SURFACE MOTION
 KE0690
 KE0690  HISTORY     - Date     Condition        Report By
 KE0690  HISTORY     - 1934     MONUMENTED       CGS
 KE0690  HISTORY     - 1958     GOOD             NGS
 KE0690
 KE0690                          STATION DESCRIPTION
 KE0690
 KE0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KE0690'0.5 MI NE FROM NORTONVILLE.
 KE0690'0.5 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0690'RAILWAY FROM THE STATION AT NORTONVILLE, JEFFERSON COUNTY, AT
 KE0690'THE CROSSING OF U.S. HIGHWAY 59, 54 FEET EAST OF THE CENTERLINE
 KE0690'OF THE HIGHWAY, 49 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 KE0690'41 FEET NORTHEAST OF A FENCE CORNER, 22 FEET EAST OF A POLE,
 KE0690'21 FEET NORTHEAST OF ANOTHER POLE, AND 1 FOOT NORTHWEST OF
 KE0690'THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 KE0690'M 122 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KE0690'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0138 ***********************************************************************
 JF0138  DESIGNATION -  M 13 RESET
 JF0138  PID         -  JF0138
 JF0138  STATE/COUNTY-  KS/LYON
 JF0138  USGS QUAD   -  LANG (1979)
 JF0138
 JF0138                         *CURRENT SURVEY CONTROL
 JF0138  ___________________________________________________________________
 JF0138* NAD 83(1986)-  38 27 35.     (N)    096 05 00.     (W)     SCALED    
 JF0138* NAVD 88     -       365.55   (meters)    1199.3    (feet)  RESET     
 JF0138  ___________________________________________________________________
 JF0138  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JF0138
 JF0138  VERT ORDER  -  THIRD
 JF0138
 JF0138.The horizontal coordinates were scaled from a topographic map and have
 JF0138.an estimated accuracy of +/- 6 seconds.
 JF0138
 JF0138.The orthometric height was computed from unverified reset data.
 JF0138
 JF0138.The geoid height was determined by GEOID03.
 JF0138
 JF0138;                    North         East    Units  Estimated Accuracy
 JF0138;SPC KS S     -   601,740.      610,900.      MT  (+/- 180 meters Scaled)
 JF0138
 JF0138                          SUPERSEDED SURVEY CONTROL
 JF0138
 JF0138.No superseded survey control is available for this station.
 JF0138
 JF0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH544608(NAD 83)
 JF0138_MARKER: DB = BENCH MARK DISK
 JF0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0138_STAMPING: M 13 1933 RESET 1947
 JF0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0138+STABILITY: SURFACE MOTION
 JF0138
 JF0138  HISTORY     - Date     Condition        Report By
 JF0138  HISTORY     - 1947     MONUMENTED       ATSFRR
 JF0138  HISTORY     - 1951     GOOD             NGS
 JF0138  HISTORY     - 1968     GOOD             NGS
 JF0138
 JF0138                          STATION DESCRIPTION
 JF0138
 JF0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JF0138'AT LANG.
 JF0138'AT LANG, LYON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 JF0138'RAILWAY, 29 FEET NORTHEAST OF THE NORTH CORNER OF THE SHELTER
 JF0138'WHICH REPLACED THE STATION, AT THE MAIN STREET-CROSSING, 45 FEET
 JF0138'SOUTHWEST OF THE CENTERLINE OF THE STREET, AND 14 FEET SOUTHEAST
 JF0138'OF THE SOUTHEAST RAIL.  A STANDARD DISK, STAMPED M 13 1933
 JF0138'RESET 1947 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JF0138'2 INCHES ABOVE GROUND.  IT IS 31 FEET NE OF SIDING POLE WITH
 JF0138'LANG AT TOP, AND 1 FOOT SW OF A METAL WITNESS POST.  NOTE-- THIS
 JF0138'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED IN 1947
 JF0138'BY ENGINEERS OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY.
 JF0138
 JF0138                          STATION RECOVERY (1968)
 JF0138
 JF0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0592 ***********************************************************************
 HF0592  DESIGNATION -  M 14
 HF0592  PID         -  HF0592
 HF0592  STATE/COUNTY-  KS/SUMNER
 HF0592  USGS QUAD   -  PORTLAND (1965)
 HF0592
 HF0592                         *CURRENT SURVEY CONTROL
 HF0592  ___________________________________________________________________
 HF0592* NAD 83(1986)-  37 04 24.     (N)    097 19 44.     (W)     SCALED    
 HF0592* NAVD 88     -       349.281  (meters)    1145.93   (feet)  ADJUSTED  
 HF0592  ___________________________________________________________________
 HF0592  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF0592  DYNAMIC HT  -         348.991 (meters)    1144.98  (feet)  COMP
 HF0592  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 HF0592
 HF0592  VERT ORDER  -  FIRST     CLASS II
 HF0592
 HF0592.The horizontal coordinates were scaled from a topographic map and have
 HF0592.an estimated accuracy of +/- 6 seconds.
 HF0592
 HF0592.The orthometric height was determined by differential leveling
 HF0592.and adjusted by the National Geodetic Survey in June 1991..
 HF0592
 HF0592.The geoid height was determined by GEOID03.
 HF0592
 HF0592.The dynamic height is computed by dividing the NAVD 88
 HF0592.geopotential number by the normal gravity value computed on the
 HF0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0592.degrees latitude (g = 980.6199 gals.).
 HF0592
 HF0592.The modeled gravity was interpolated from observed gravity values.
 HF0592
 HF0592;                    North         East    Units  Estimated Accuracy
 HF0592;SPC KS S     -   445,790.      504,140.      MT  (+/- 180 meters Scaled)
 HF0592
 HF0592                          SUPERSEDED SURVEY CONTROL
 HF0592
 HF0592  NGVD 29 (??/??/92)  349.168  (m)         1145.56   (f) ADJ UNCH    1 2
 HF0592
 HF0592.Superseded values are not recommended for survey control.
 HF0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0592.See file dsdata.txt to determine how the superseded data were derived.
 HF0592
 HF0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG485043(NAD 83)
 HF0592_MARKER: DB = BENCH MARK DISK
 HF0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0592_STAMPING: M 14 1933
 HF0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0592+STABILITY: SURFACE MOTION
 HF0592
 HF0592  HISTORY     - Date     Condition        Report By
 HF0592  HISTORY     - 1933     MONUMENTED       CGS
 HF0592  HISTORY     - 1943     GOOD             LOCSUR
 HF0592
 HF0592                          STATION DESCRIPTION
 HF0592
 HF0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0592'1 MI W FROM PORTLAND.
 HF0592'ABOUT 1.0 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0592'RAILWAY FROM PORTLAND, SUMNER COUNTY, ABOUT 12 RAILS WEST OF
 HF0592'BRIDGE 16 B, ABOUT 3 RAILS EAST OF CULVERT 16 C, ABOUT 2 RAILS
 HF0592'EAST OF A GRADE CROSSING, 30 FEET EAST OF A CATTLE GUARD, 25
 HF0592'FEET SOUTHEAST OF A VENT PIPE ON A GAS LINE, AND 45 FEET SOUTH
 HF0592'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED M
 HF0592'14 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HF0592
 HF0592                          STATION RECOVERY (1943)
 HF0592
 HF0592'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 HF0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0191 ***********************************************************************
 HF0191  DESIGNATION -  M 15
 HF0191  PID         -  HF0191
 HF0191  STATE/COUNTY-  KS/COWLEY
 HF0191  USGS QUAD   -  DEXTER (1962)
 HF0191
 HF0191                         *CURRENT SURVEY CONTROL
 HF0191  ___________________________________________________________________
 HF0191* NAD 83(1986)-  37 09 09.     (N)    096 40 45.     (W)     SCALED    
 HF0191* NAVD 88     -       379.865  (meters)    1246.27   (feet)  ADJUSTED  
 HF0191  ___________________________________________________________________
 HF0191  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0191  DYNAMIC HT  -         379.543 (meters)    1245.22  (feet)  COMP
 HF0191  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 HF0191
 HF0191  VERT ORDER  -  FIRST     CLASS II
 HF0191
 HF0191.The horizontal coordinates were scaled from a topographic map and have
 HF0191.an estimated accuracy of +/- 6 seconds.
 HF0191
 HF0191.The orthometric height was determined by differential leveling
 HF0191.and adjusted by the National Geodetic Survey in June 1991..
 HF0191
 HF0191.The geoid height was determined by GEOID03.
 HF0191
 HF0191.The dynamic height is computed by dividing the NAVD 88
 HF0191.geopotential number by the normal gravity value computed on the
 HF0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0191.degrees latitude (g = 980.6199 gals.).
 HF0191
 HF0191.The modeled gravity was interpolated from observed gravity values.
 HF0191
 HF0191;                    North         East    Units  Estimated Accuracy
 HF0191;SPC KS S     -   455,500.      561,750.      MT  (+/- 180 meters Scaled)
 HF0191
 HF0191                          SUPERSEDED SURVEY CONTROL
 HF0191
 HF0191  NGVD 29 (??/??/92)  379.722  (m)         1245.80   (f) ADJ UNCH    1 2
 HF0191
 HF0191.Superseded values are not recommended for survey control.
 HF0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0191.See file dsdata.txt to determine how the superseded data were derived.
 HF0191
 HF0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG061143(NAD 83)
 HF0191_MARKER: DB = BENCH MARK DISK
 HF0191_SETTING: 66 = SET IN ROCK OUTCROP
 HF0191_SP_SET: BEDROCK
 HF0191_STAMPING: M 15 1933
 HF0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HF0191+STABILITY: POSITION/ELEVATION WELL
 HF0191
 HF0191  HISTORY     - Date     Condition        Report By
 HF0191  HISTORY     - 1933     MONUMENTED       CGS
 HF0191
 HF0191                          STATION DESCRIPTION
 HF0191
 HF0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0191'3 MI NW FROM HOOSER.
 HF0191'ABOUT 3.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 HF0191'FROM HOOSER, COWLEY COUNTY, AT MILEPOST 494, ABOUT 2-1/2 RAILS
 HF0191'EAST OF A GRADE CROSSING, ABOUT 1 RAIL WEST OF TRESTLE 180,
 HF0191'30 FEET NORTH OF THE CENTER LINE OF THE TRACK, 18 FEET SOUTH
 HF0191'OF A FENCE, AND IN BEDROCK.  A STANDARD DISK, STAMPED M 15 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0522 ***********************************************************************
 KH0522  DESIGNATION -  M 150
 KH0522  PID         -  KH0522
 KH0522  STATE/COUNTY-  KS/CHEYENNE
 KH0522  USGS QUAD   -  ST FRANCIS (1978)
 KH0522
 KH0522                         *CURRENT SURVEY CONTROL
 KH0522  ___________________________________________________________________
 KH0522* NAD 83(1986)-  39 46 42.     (N)    101 48 55.     (W)     SCALED    
 KH0522* NAVD 88     -      1002.883  (meters)    3290.29   (feet)  ADJUSTED  
 KH0522  ___________________________________________________________________
 KH0522  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 KH0522  DYNAMIC HT  -        1002.104 (meters)    3287.74  (feet)  COMP
 KH0522  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 KH0522
 KH0522  VERT ORDER  -  SECOND    CLASS 0
 KH0522
 KH0522.The horizontal coordinates were scaled from a topographic map and have
 KH0522.an estimated accuracy of +/- 6 seconds.
 KH0522
 KH0522.The orthometric height was determined by differential leveling
 KH0522.and adjusted by the National Geodetic Survey in June 1991..
 KH0522
 KH0522.The geoid height was determined by GEOID03.
 KH0522
 KH0522.The dynamic height is computed by dividing the NAVD 88
 KH0522.geopotential number by the normal gravity value computed on the
 KH0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0522.degrees latitude (g = 980.6199 gals.).
 KH0522
 KH0522.The modeled gravity was interpolated from observed gravity values.
 KH0522
 KH0522;                    North         East    Units  Estimated Accuracy
 KH0522;SPC KS N     -   167,300.       73,250.      MT  (+/- 180 meters Scaled)
 KH0522
 KH0522                          SUPERSEDED SURVEY CONTROL
 KH0522
 KH0522  NGVD 29 (??/??/92) 1002.451  (m)         3288.87   (f) ADJ UNCH    2 0
 KH0522
 KH0522.Superseded values are not recommended for survey control.
 KH0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0522.See file dsdata.txt to determine how the superseded data were derived.
 KH0522
 KH0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK588069(NAD 83)
 KH0522_MARKER: DB = BENCH MARK DISK
 KH0522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0522_SP_SET: CONCRETE PIER
 KH0522_STAMPING: M 150 1934
 KH0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0522
 KH0522  HISTORY     - Date     Condition        Report By
 KH0522  HISTORY     - 1934     MONUMENTED       CGS
 KH0522  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0522
 KH0522                          STATION DESCRIPTION
 KH0522
 KH0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0522'0.5 MI N FROM ST FRANCIS.
 KH0522'0.5 MILE NORTH OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 KH0522'STATION AT ST. FRANCIS.  AT THE NORTHWEST END OF THE CONCRETE
 KH0522'BRIDGE OVER REPUBLICAN RIVER, AND IN THE TOP OF THE CONCRETE PIER.
 KH0522
 KH0522                          STATION RECOVERY (1975)
 KH0522
 KH0522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0016 ***********************************************************************
 JH0016  DESIGNATION -  M 151
 JH0016  PID         -  JH0016
 JH0016  STATE/COUNTY-  KS/GOVE
 JH0016  USGS QUAD   -  GOVE (1972)
 JH0016
 JH0016                         *CURRENT SURVEY CONTROL
 JH0016  ___________________________________________________________________
 JH0016* NAD 83(1986)-  38 57 28.     (N)    100 29 18.     (W)     SCALED    
 JH0016* NAVD 88     -       804.581  (meters)    2639.70   (feet)  ADJUSTED  
 JH0016  ___________________________________________________________________
 JH0016  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 JH0016  DYNAMIC HT  -         803.948 (meters)    2637.62  (feet)  COMP
 JH0016  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 JH0016
 JH0016  VERT ORDER  -  SECOND    CLASS 0
 JH0016
 JH0016.The horizontal coordinates were scaled from a topographic map and have
 JH0016.an estimated accuracy of +/- 6 seconds.
 JH0016
 JH0016.The orthometric height was determined by differential leveling
 JH0016.and adjusted by the National Geodetic Survey in June 1991..
 JH0016
 JH0016.The geoid height was determined by GEOID03.
 JH0016
 JH0016.The dynamic height is computed by dividing the NAVD 88
 JH0016.geopotential number by the normal gravity value computed on the
 JH0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0016.degrees latitude (g = 980.6199 gals.).
 JH0016
 JH0016.The modeled gravity was interpolated from observed gravity values.
 JH0016
 JH0016;                    North         East    Units  Estimated Accuracy
 JH0016;SPC KS N     -    72,280.      184,350.      MT  (+/- 180 meters Scaled)
 JH0016
 JH0016                          SUPERSEDED SURVEY CONTROL
 JH0016
 JH0016  NGVD 29 (??/??/92)  804.268  (m)         2638.67   (f) ADJ UNCH    2 0
 JH0016
 JH0016.Superseded values are not recommended for survey control.
 JH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0016.See file dsdata.txt to determine how the superseded data were derived.
 JH0016
 JH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ710131(NAD 83)
 JH0016_MARKER: DB = BENCH MARK DISK
 JH0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0016_SP_SET: WALL
 JH0016_STAMPING: M 151 1934
 JH0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0016
 JH0016  HISTORY     - Date     Condition        Report By
 JH0016  HISTORY     - 1934     MONUMENTED       CGS
 JH0016  HISTORY     - 1957     GOOD             AMS
 JH0016
 JH0016                          STATION DESCRIPTION
 JH0016
 JH0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0016'AT GOVE.
 JH0016'AT GOVE, GOVE COUNTY, AT THE COUNTY COURTHOUSE, IN THE SOUTH
 JH0016'WALL OF THE BUILDING, 3 FEET WEST OF THE SOUTHEAST CORNER, 1
 JH0016'FOOT EAST OF A WINDOW, AND 4 FEET ABOVE THE SIDEWALK.  A STANDARD
 JH0016'DISK, STAMPED M 151 1934 AND SET VERTICALLY.
 JH0016
 JH0016                          STATION RECOVERY (1957)
 JH0016
 JH0016'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1957
 JH0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0003 ***********************************************************************
 KH0003  DESIGNATION -  M 152
 KH0003  PID         -  KH0003
 KH0003  STATE/COUNTY-  KS/SHERIDAN
 KH0003  USGS QUAD   -  DRESDEN SOUTH (1978)
 KH0003
 KH0003                         *CURRENT SURVEY CONTROL
 KH0003  ___________________________________________________________________
 KH0003* NAD 83(1986)-  39 32 17.     (N)    100 26 26.     (W)     SCALED    
 KH0003* NAVD 88     -       832.579  (meters)    2731.55   (feet)  ADJUSTED  
 KH0003  ___________________________________________________________________
 KH0003  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 KH0003  DYNAMIC HT  -         831.965 (meters)    2729.54  (feet)  COMP
 KH0003  MODELED GRAV-     979,861.8   (mgal)                       NAVD 88
 KH0003
 KH0003  VERT ORDER  -  SECOND    CLASS 0
 KH0003
 KH0003.The horizontal coordinates were scaled from a topographic map and have
 KH0003.an estimated accuracy of +/- 6 seconds.
 KH0003
 KH0003.The orthometric height was determined by differential leveling
 KH0003.and adjusted by the National Geodetic Survey in June 1991..
 KH0003
 KH0003.The geoid height was determined by GEOID03.
 KH0003
 KH0003.The dynamic height is computed by dividing the NAVD 88
 KH0003.geopotential number by the normal gravity value computed on the
 KH0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0003.degrees latitude (g = 980.6199 gals.).
 KH0003
 KH0003.The modeled gravity was interpolated from observed gravity values.
 KH0003
 KH0003;                    North         East    Units  Estimated Accuracy
 KH0003;SPC KS N     -   136,570.      190,230.      MT  (+/- 180 meters Scaled)
 KH0003
 KH0003                          SUPERSEDED SURVEY CONTROL
 KH0003
 KH0003  NGVD 29 (??/??/92)  832.270  (m)         2730.54   (f) ADJ UNCH    2 0
 KH0003
 KH0003.Superseded values are not recommended for survey control.
 KH0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0003.See file dsdata.txt to determine how the superseded data were derived.
 KH0003
 KH0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ762774(NAD 83)
 KH0003_MARKER: DB = BENCH MARK DISK
 KH0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0003_STAMPING: M 152 1934
 KH0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0003+STABILITY: SURFACE MOTION
 KH0003
 KH0003  HISTORY     - Date     Condition        Report By
 KH0003  HISTORY     - 1934     MONUMENTED       CGS
 KH0003  HISTORY     - 1974     MARK NOT FOUND   USGS
 KH0003
 KH0003                          STATION DESCRIPTION
 KH0003
 KH0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0003'6.7 MI S FROM DRESDEN.
 KH0003'IN SHERIDAN COUNTY, 6.7 MILES SOUTH ALONG STATE HIGHWAYS 123 AND
 KH0003'23 FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION
 KH0003'AT DRESDEN, DECATUR COUNTY, AT A ROAD INTERSECTION, 66 FEET
 KH0003'SOUTH OF THE M.C. HOFFMAN MAIL BOX (IN 1934), 30 FEET EAST OF
 KH0003'THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER
 KH0003'LINE OF THE EAST-AND-WEST ROAD, AND IN AN OLD FENCE CORNER.  A
 KH0003'STANDARD DISK, STAMPED M 152 1934 AND SET IN THE TOP OF A
 KH0003'CONCRETE POST.
 KH0003
 KH0003                          STATION RECOVERY (1974)
 KH0003
 KH0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KH0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0029 ***********************************************************************
 KH0029  DESIGNATION -  M 153
 KH0029  PID         -  KH0029
 KH0029  STATE/COUNTY-  KS/DECATUR
 KH0029  USGS QUAD   -  DRESDEN SOUTH (1978)
 KH0029
 KH0029                         *CURRENT SURVEY CONTROL
 KH0029  ___________________________________________________________________
 KH0029* NAD 83(1986)-  39 35 07.     (N)    100 28 24.     (W)     SCALED    
 KH0029* NAVD 88     -       846.636  (meters)    2777.67   (feet)  ADJUSTED  
 KH0029  ___________________________________________________________________
 KH0029  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 KH0029  DYNAMIC HT  -         846.018 (meters)    2775.64  (feet)  COMP
 KH0029  MODELED GRAV-     979,867.4   (mgal)                       NAVD 88
 KH0029
 KH0029  VERT ORDER  -  SECOND    CLASS 0
 KH0029
 KH0029.The horizontal coordinates were scaled from a topographic map and have
 KH0029.an estimated accuracy of +/- 6 seconds.
 KH0029
 KH0029.The orthometric height was determined by differential leveling
 KH0029.and adjusted by the National Geodetic Survey in June 1991..
 KH0029
 KH0029.The geoid height was determined by GEOID03.
 KH0029
 KH0029.The dynamic height is computed by dividing the NAVD 88
 KH0029.geopotential number by the normal gravity value computed on the
 KH0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0029.degrees latitude (g = 980.6199 gals.).
 KH0029
 KH0029.The modeled gravity was interpolated from observed gravity values.
 KH0029
 KH0029;                    North         East    Units  Estimated Accuracy
 KH0029;SPC KS N     -   141,880.      187,550.      MT  (+/- 180 meters Scaled)
 KH0029
 KH0029                          SUPERSEDED SURVEY CONTROL
 KH0029
 KH0029  NGVD 29 (??/??/92)  846.327  (m)         2776.66   (f) ADJ UNCH    2 0
 KH0029
 KH0029.Superseded values are not recommended for survey control.
 KH0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0029.See file dsdata.txt to determine how the superseded data were derived.
 KH0029
 KH0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ734827(NAD 83)
 KH0029_MARKER: DB = BENCH MARK DISK
 KH0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0029_STAMPING: M 153 1934
 KH0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0029+STABILITY: SURFACE MOTION
 KH0029
 KH0029  HISTORY     - Date     Condition        Report By
 KH0029  HISTORY     - 1934     MONUMENTED       CGS
 KH0029  HISTORY     - 1950     GOOD             NGS
 KH0029
 KH0029                          STATION DESCRIPTION
 KH0029
 KH0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0029'3.6 MI SW FROM DRESDEN.
 KH0029'3.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0029'RAILROAD FROM THE STATION AT DRESDEN, DECATUR COUNTY, 3 POLES
 KH0029'WEST OF MILE POLE 354/10, 100 FEET EAST OF THE BEGINNING OF A
 KH0029'CUT, 45 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 40 FEET
 KH0029'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 383, AND IN LINE WITH
 KH0029'A FENCE.  A STANDARD DISK, STAMPED M 153 1934 AND SET IN THE
 KH0029'TOP OF A CONCRETE POST.
 KH0029
 KH0029                          STATION RECOVERY (1950)
 KH0029
 KH0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KH0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0194 ***********************************************************************
 KH0194  DESIGNATION -  M 154
 KH0194  PID         -  KH0194
 KH0194  STATE/COUNTY-  KS/THOMAS
 KH0194  USGS QUAD   -  HALFORD (1979)
 KH0194
 KH0194                         *CURRENT SURVEY CONTROL
 KH0194  ___________________________________________________________________
 KH0194* NAD 83(1986)-  39 22 12.     (N)    100 50 51.     (W)     SCALED    
 KH0194* NAVD 88     -       931.092  (meters)    3054.76   (feet)  ADJUSTED  
 KH0194  ___________________________________________________________________
 KH0194  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KH0194  DYNAMIC HT  -         930.364 (meters)    3052.37  (feet)  COMP
 KH0194  MODELED GRAV-     979,813.2   (mgal)                       NAVD 88
 KH0194
 KH0194  VERT ORDER  -  SECOND    CLASS 0
 KH0194
 KH0194.The horizontal coordinates were scaled from a topographic map and have
 KH0194.an estimated accuracy of +/- 6 seconds.
 KH0194
 KH0194.The orthometric height was determined by differential leveling
 KH0194.and adjusted by the National Geodetic Survey in June 1991..
 KH0194
 KH0194.The geoid height was determined by GEOID03.
 KH0194
 KH0194.The dynamic height is computed by dividing the NAVD 88
 KH0194.geopotential number by the normal gravity value computed on the
 KH0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0194.degrees latitude (g = 980.6199 gals.).
 KH0194
 KH0194.The modeled gravity was interpolated from observed gravity values.
 KH0194
 KH0194;                    North         East    Units  Estimated Accuracy
 KH0194;SPC KS N     -   118,940.      154,670.      MT  (+/- 180 meters Scaled)
 KH0194
 KH0194                          SUPERSEDED SURVEY CONTROL
 KH0194
 KH0194  NGVD 29 (??/??/92)  930.737  (m)         3053.59   (f) ADJ UNCH    2 0
 KH0194
 KH0194.Superseded values are not recommended for survey control.
 KH0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0194.See file dsdata.txt to determine how the superseded data were derived.
 KH0194
 KH0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ408594(NAD 83)
 KH0194_MARKER: DB = BENCH MARK DISK
 KH0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0194_STAMPING: M 154 1934
 KH0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0194+STABILITY: SURFACE MOTION
 KH0194
 KH0194  HISTORY     - Date     Condition        Report By
 KH0194  HISTORY     - 1934     MONUMENTED       CGS
 KH0194  HISTORY     - 1942     GOOD             NGS
 KH0194
 KH0194                          STATION DESCRIPTION
 KH0194
 KH0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KH0194'6.4 MI W FROM MENLO.
 KH0194'6.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0194'AT MENLO, THOMAS COUNTY, 7 POLES EAST OF MILEPOST 193, 6 POLES
 KH0194'EAST OF A ROAD CROSSING, AND 21 FEET SOUTH OF THE CENTERLINE
 KH0194'OF THE TRACK.  A STANDARD DISK, STAMPED M 154 1934 AND SET IN
 KH0194'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0352 ***********************************************************************
 KG0352  DESIGNATION -  M 155
 KG0352  PID         -  KG0352
 KG0352  STATE/COUNTY-  KS/GRAHAM
 KG0352  USGS QUAD   -  PENOKEE (1979)
 KG0352
 KG0352                         *CURRENT SURVEY CONTROL
 KG0352  ___________________________________________________________________
 KG0352* NAD 83(1986)-  39 21 03.     (N)    099 56 22.     (W)     SCALED    
 KG0352* NAVD 88     -       669.947  (meters)    2197.98   (feet)  ADJUSTED  
 KG0352  ___________________________________________________________________
 KG0352  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 KG0352  DYNAMIC HT  -         669.466 (meters)    2196.41  (feet)  COMP
 KG0352  MODELED GRAV-     979,886.7   (mgal)                       NAVD 88
 KG0352
 KG0352  VERT ORDER  -  SECOND    CLASS 0
 KG0352
 KG0352.The horizontal coordinates were scaled from a topographic map and have
 KG0352.an estimated accuracy of +/- 6 seconds.
 KG0352
 KG0352.The orthometric height was determined by differential leveling
 KG0352.and adjusted by the National Geodetic Survey in June 1991..
 KG0352
 KG0352.The geoid height was determined by GEOID03.
 KG0352
 KG0352.The dynamic height is computed by dividing the NAVD 88
 KG0352.geopotential number by the normal gravity value computed on the
 KG0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0352.degrees latitude (g = 980.6199 gals.).
 KG0352
 KG0352.The modeled gravity was interpolated from observed gravity values.
 KG0352
 KG0352;                    North         East    Units  Estimated Accuracy
 KG0352;SPC KS N     -   114,750.      232,850.      MT  (+/- 180 meters Scaled)
 KG0352
 KG0352                          SUPERSEDED SURVEY CONTROL
 KG0352
 KG0352  NGVD 29 (??/??/92)  669.700  (m)         2197.17   (f) ADJ UNCH    2 0
 KG0352
 KG0352.Superseded values are not recommended for survey control.
 KG0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0352.See file dsdata.txt to determine how the superseded data were derived.
 KG0352
 KG0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ190561(NAD 83)
 KG0352_MARKER: DB = BENCH MARK DISK
 KG0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0352_STAMPING: M 155 1934
 KG0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0352+STABILITY: SURFACE MOTION
 KG0352
 KG0352  HISTORY     - Date     Condition        Report By
 KG0352  HISTORY     - 1934     MONUMENTED       CGS
 KG0352  HISTORY     - 1935     GOOD             NGS
 KG0352  HISTORY     - 1974     MARK NOT FOUND   USGS
 KG0352
 KG0352                          STATION DESCRIPTION
 KG0352
 KG0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KG0352'5 MI N FROM HILL CITY.
 KG0352'5.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0352'AT HILL CITY, GRAHAM COUNTY, 2 POLES EAST OF MILEPOST 143, AT A
 KG0352'ROAD CROSSING, 21 FEET WEST OF THE ROAD, AND 42 FEET NORTH OF
 KG0352'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED M 155
 KG0352'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- COVERED WITH
 KG0352'DUST DRIFT AND BADLY OVERGROWN WITH WEEDS.
 KG0352
 KG0352                          STATION RECOVERY (1974)
 KG0352
 KG0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KG0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0217 ***********************************************************************
 KH0217  DESIGNATION -  M 156
 KH0217  PID         -  KH0217
 KH0217  STATE/COUNTY-  KS/DECATUR
 KH0217  USGS QUAD   -  OBERLIN NE (1978)
 KH0217
 KH0217                         *CURRENT SURVEY CONTROL
 KH0217  ___________________________________________________________________
 KH0217* NAD 83(1986)-  39 57 05.     (N)    100 35 58.     (W)     SCALED    
 KH0217* NAVD 88     -       781.500  (meters)    2563.97   (feet)  ADJUSTED  
 KH0217  ___________________________________________________________________
 KH0217  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 KH0217  DYNAMIC HT  -         780.961 (meters)    2562.20  (feet)  COMP
 KH0217  MODELED GRAV-     979,910.9   (mgal)                       NAVD 88
 KH0217
 KH0217  VERT ORDER  -  SECOND    CLASS 0
 KH0217
 KH0217.The horizontal coordinates were scaled from a topographic map and have
 KH0217.an estimated accuracy of +/- 6 seconds.
 KH0217
 KH0217.The orthometric height was determined by differential leveling
 KH0217.and adjusted by the National Geodetic Survey in June 1991..
 KH0217
 KH0217.The geoid height was determined by GEOID03.
 KH0217
 KH0217.The dynamic height is computed by dividing the NAVD 88
 KH0217.geopotential number by the normal gravity value computed on the
 KH0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0217.degrees latitude (g = 980.6199 gals.).
 KH0217
 KH0217.The modeled gravity was interpolated from observed gravity values.
 KH0217
 KH0217;                    North         East    Units  Estimated Accuracy
 KH0217;SPC KS N     -   182,820.      177,890.      MT  (+/- 180 meters Scaled)
 KH0217
 KH0217                          SUPERSEDED SURVEY CONTROL
 KH0217
 KH0217  NGVD 29 (??/??/92)  781.196  (m)         2562.97   (f) ADJ UNCH    2 0
 KH0217
 KH0217.Superseded values are not recommended for survey control.
 KH0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0217.See file dsdata.txt to determine how the superseded data were derived.
 KH0217
 KH0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK633235(NAD 83)
 KH0217_MARKER: DB = BENCH MARK DISK
 KH0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0217_STAMPING: M 156 1934
 KH0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0217+STABILITY: SURFACE MOTION
 KH0217
 KH0217  HISTORY     - Date     Condition        Report By
 KH0217  HISTORY     - 1934     MONUMENTED       CGS
 KH0217  HISTORY     - 1977     MARK NOT FOUND   USGS
 KH0217
 KH0217                          STATION DESCRIPTION
 KH0217
 KH0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0217'2.8 MI SW FROM CEDAR BLUFFS.
 KH0217'2.8 MILES SOUTHWEST OF BURLINGTON STA. AT CEDAR BLUFFS 200 FEET
 KH0217'WEST OF MILE POST 65, 45 FEET NORTH OF C.B. AND Q. RR. TRACK,
 KH0217'6 FEET EAST OF ROAD TO RAILROAD CROSSING.
 KH0217
 KH0217                          STATION RECOVERY (1977)
 KH0217
 KH0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KH0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0243 ***********************************************************************
 KG0243  DESIGNATION -  M 157
 KG0243  PID         -  KG0243
 KG0243  STATE/COUNTY-  KS/ROOKS
 KG0243  USGS QUAD   -  GLADE SE (1972)
 KG0243
 KG0243                         *CURRENT SURVEY CONTROL
 KG0243  ___________________________________________________________________
 KG0243* NAD 83(1986)-  39 33 33.     (N)    099 17 09.     (W)     SCALED    
 KG0243* NAVD 88     -       555.582  (meters)    1822.77   (feet)  ADJUSTED  
 KG0243  ___________________________________________________________________
 KG0243  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 KG0243  DYNAMIC HT  -         555.213 (meters)    1821.56  (feet)  COMP
 KG0243  MODELED GRAV-     979,945.6   (mgal)                       NAVD 88
 KG0243
 KG0243  VERT ORDER  -  SECOND    CLASS 0
 KG0243
 KG0243.The horizontal coordinates were scaled from a topographic map and have
 KG0243.an estimated accuracy of +/- 6 seconds.
 KG0243
 KG0243.The orthometric height was determined by differential leveling
 KG0243.and adjusted by the National Geodetic Survey in June 1991..
 KG0243
 KG0243.The geoid height was determined by GEOID03.
 KG0243
 KG0243.The dynamic height is computed by dividing the NAVD 88
 KG0243.geopotential number by the normal gravity value computed on the
 KG0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0243.degrees latitude (g = 980.6199 gals.).
 KG0243
 KG0243.The modeled gravity was interpolated from observed gravity values.
 KG0243
 KG0243;                    North         East    Units  Estimated Accuracy
 KG0243;SPC KS N     -   136,870.      289,500.      MT  (+/- 180 meters Scaled)
 KG0243
 KG0243                          SUPERSEDED SURVEY CONTROL
 KG0243
 KG0243  NGVD 29 (??/??/92)  555.352  (m)         1822.02   (f) ADJ UNCH    2 0
 KG0243
 KG0243.Superseded values are not recommended for survey control.
 KG0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0243.See file dsdata.txt to determine how the superseded data were derived.
 KG0243
 KG0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ754788(NAD 83)
 KG0243_MARKER: DB = BENCH MARK DISK
 KG0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0243_SP_SET: BRIDGE ABUTMENT
 KG0243_STAMPING: M 157 1934
 KG0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0243
 KG0243  HISTORY     - Date     Condition        Report By
 KG0243  HISTORY     - 1934     MONUMENTED       CGS
 KG0243  HISTORY     - 1976     GOOD             KSDT
 KG0243
 KG0243                          STATION DESCRIPTION
 KG0243
 KG0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0243'8.5 MI N FROM STOCKTON.
 KG0243'8.5 MILES NORTH OF COURTHOUSE AT STOCKTON ABOUT 300 FEET
 KG0243'NORTHWEST OF A WHITE HOUSE, IN THE SOUTHWEST ABUTMENT OF A
 KG0243'LONG CONCRETE BRIDGE ON STATE HIGHWAY 1.
 KG0243
 KG0243                          STATION RECOVERY (1976)
 KG0243
 KG0243'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1976
 KG0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0220 ***********************************************************************
 KG0220  DESIGNATION -  M 159 RESET
 KG0220  PID         -  KG0220
 KG0220  STATE/COUNTY-  KS/PHILLIPS
 KG0220  USGS QUAD   -  STUTTGART NE (1973)
 KG0220
 KG0220                         *CURRENT SURVEY CONTROL
 KG0220  ___________________________________________________________________
 KG0220* NAD 83(1986)-  39 59 07.     (N)    099 19 43.     (W)     SCALED    
 KG0220* NAVD 88     -       636.59   (meters)    2088.5    (feet)  RESET     
 KG0220  ___________________________________________________________________
 KG0220  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 KG0220
 KG0220  VERT ORDER  -  THIRD
 KG0220
 KG0220.The horizontal coordinates were scaled from a topographic map and have
 KG0220.an estimated accuracy of +/- 6 seconds.
 KG0220
 KG0220.The orthometric height was computed from unverified reset data.
 KG0220
 KG0220.The geoid height was determined by GEOID03.
 KG0220
 KG0220;                    North         East    Units  Estimated Accuracy
 KG0220;SPC KS N     -   184,230.      286,520.      MT  (+/- 180 meters Scaled)
 KG0220
 KG0220                          SUPERSEDED SURVEY CONTROL
 KG0220
 KG0220.No superseded survey control is available for this station.
 KG0220
 KG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK719261(NAD 83)
 KG0220_MARKER: DB = BENCH MARK DISK
 KG0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0220_STAMPING: M 159 RESET 1936
 KG0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0220+STABILITY: SURFACE MOTION
 KG0220
 KG0220  HISTORY     - Date     Condition        Report By
 KG0220  HISTORY     - 1936     MONUMENTED       CGS
 KG0220
 KG0220                          STATION DESCRIPTION
 KG0220
 KG0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 KG0220'5.9 MI E FROM WOODRUFF.
 KG0220'5.9 MILES EAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 1 FROM
 KG0220'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT WOODRUFF,
 KG0220'PHILLIPS COUNTY, AT HIGHWAY STATION 788+19.5, AND 91 FEET EAST
 KG0220'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KG0220'M 159 RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0135 ***********************************************************************
 HF0135  DESIGNATION -  M 16
 HF0135  PID         -  HF0135
 HF0135  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0135  USGS QUAD   -  PERU (1979)
 HF0135
 HF0135                         *CURRENT SURVEY CONTROL
 HF0135  ___________________________________________________________________
 HF0135* NAD 83(1986)-  37 04 24.     (N)    096 00 49.     (W)     SCALED    
 HF0135* NAVD 88     -       230.183  (meters)     755.19   (feet)  ADJUSTED  
 HF0135  ___________________________________________________________________
 HF0135  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HF0135  DYNAMIC HT  -         229.997 (meters)     754.58  (feet)  COMP
 HF0135  MODELED GRAV-     979,818.2   (mgal)                       NAVD 88
 HF0135
 HF0135  VERT ORDER  -  FIRST     CLASS II
 HF0135
 HF0135.The horizontal coordinates were scaled from a topographic map and have
 HF0135.an estimated accuracy of +/- 6 seconds.
 HF0135
 HF0135.The orthometric height was determined by differential leveling
 HF0135.and adjusted by the National Geodetic Survey in June 1991..
 HF0135
 HF0135.The geoid height was determined by GEOID03.
 HF0135
 HF0135.The dynamic height is computed by dividing the NAVD 88
 HF0135.geopotential number by the normal gravity value computed on the
 HF0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0135.degrees latitude (g = 980.6199 gals.).
 HF0135
 HF0135.The modeled gravity was interpolated from observed gravity values.
 HF0135
 HF0135;                    North         East    Units  Estimated Accuracy
 HF0135;SPC KS S     -   448,080.      621,090.      MT  (+/- 180 meters Scaled)
 HF0135
 HF0135                          SUPERSEDED SURVEY CONTROL
 HF0135
 HF0135  NGVD 29 (??/??/92)  230.045  (m)          754.74   (f) ADJ UNCH    1 2
 HF0135
 HF0135.Superseded values are not recommended for survey control.
 HF0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0135.See file dsdata.txt to determine how the superseded data were derived.
 HF0135
 HF0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG654071(NAD 83)
 HF0135_MARKER: DB = BENCH MARK DISK
 HF0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0135_STAMPING: M 16 1933
 HF0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0135+STABILITY: SURFACE MOTION
 HF0135
 HF0135  HISTORY     - Date     Condition        Report By
 HF0135  HISTORY     - 1933     MONUMENTED       CGS
 HF0135
 HF0135                          STATION DESCRIPTION
 HF0135
 HF0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0135'AT NIOTAZE.
 HF0135'AT NIOTAZE, CHAUTAUQUA COUNTY, BEHIND THE MISSOURI PACIFIC
 HF0135'RAILROAD STATION, ABOUT 33 POLES WEST OF MILEPOST 447, ABOUT
 HF0135'40 YARDS SOUTH OF THE CENTER LINE OF THE MAIN TRACK, ABOUT 5
 HF0135'YARDS SOUTH OF A CULVERT UNDER A STREET AND A CONCRETE WALK,
 HF0135'AND 1 FOOT EAST OF THE WALK.  A STANDARD DISK, STAMPED M 16 1933
 HF0135'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0195 ***********************************************************************
 KG0195  DESIGNATION -  M 160
 KG0195  PID         -  KG0195
 KG0195  STATE/COUNTY-  KS/SMITH
 KG0195  USGS QUAD   -  GAYLORD (1973)
 KG0195
 KG0195                         *CURRENT SURVEY CONTROL
 KG0195  ___________________________________________________________________
 KG0195* NAD 83(1986)-  39 38 37.     (N)    098 50 50.     (W)     SCALED    
 KG0195* NAVD 88     -       485.566  (meters)    1593.06   (feet)  ADJUSTED  
 KG0195  ___________________________________________________________________
 KG0195  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 KG0195  DYNAMIC HT  -         485.254 (meters)    1592.04  (feet)  COMP
 KG0195  MODELED GRAV-     979,969.5   (mgal)                       NAVD 88
 KG0195
 KG0195  VERT ORDER  -  SECOND    CLASS 0
 KG0195
 KG0195.The horizontal coordinates were scaled from a topographic map and have
 KG0195.an estimated accuracy of +/- 6 seconds.
 KG0195
 KG0195.The orthometric height was determined by differential leveling
 KG0195.and adjusted by the National Geodetic Survey in June 1991..
 KG0195
 KG0195.The geoid height was determined by GEOID03.
 KG0195
 KG0195.The dynamic height is computed by dividing the NAVD 88
 KG0195.geopotential number by the normal gravity value computed on the
 KG0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0195.degrees latitude (g = 980.6199 gals.).
 KG0195
 KG0195.The modeled gravity was interpolated from observed gravity values.
 KG0195
 KG0195;                    North         East    Units  Estimated Accuracy
 KG0195;SPC KS N     -   145,800.      327,280.      MT  (+/- 180 meters Scaled)
 KG0195
 KG0195                          SUPERSEDED SURVEY CONTROL
 KG0195
 KG0195  NGVD 29 (??/??/92)  485.358  (m)         1592.38   (f) ADJ UNCH    2 0
 KG0195
 KG0195.Superseded values are not recommended for survey control.
 KG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0195.See file dsdata.txt to determine how the superseded data were derived.
 KG0195
 KG0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ131882(NAD 83)
 KG0195_MARKER: DB = BENCH MARK DISK
 KG0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0195_STAMPING: M 160 1934
 KG0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0195+STABILITY: SURFACE MOTION
 KG0195
 KG0195  HISTORY     - Date     Condition        Report By
 KG0195  HISTORY     - 1934     MONUMENTED       CGS
 KG0195  HISTORY     - 1960     GOOD             LOCENG
 KG0195
 KG0195                          STATION DESCRIPTION
 KG0195
 KG0195'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 KG0195'AT GAYLORD.
 KG0195'AT GAYLORD, 55 FEET NORTH OF THE MISSOURI PACIFIC RAILROAD
 KG0195'STATION, 48 FEET NE OF THE CENTER OF THE TRACK AND 56 FEET WEST
 KG0195'OF THE ROAD LEADING TO THE STATION, A STANDARD DISK STAMPED
 KG0195'M 160 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0203 ***********************************************************************
 KG0203  DESIGNATION -  M 161
 KG0203  PID         -  KG0203
 KG0203  STATE/COUNTY-  KS/OSBORNE
 KG0203  USGS QUAD   -  PORTIS (1961)
 KG0203
 KG0203                         *CURRENT SURVEY CONTROL
 KG0203  ___________________________________________________________________
 KG0203* NAD 83(1986)-  39 33 48.     (N)    098 41 29.     (W)     SCALED    
 KG0203* NAVD 88     -       471.835  (meters)    1548.01   (feet)  ADJUSTED  
 KG0203  ___________________________________________________________________
 KG0203  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 KG0203  DYNAMIC HT  -         471.534 (meters)    1547.02  (feet)  COMP
 KG0203  MODELED GRAV-     979,974.4   (mgal)                       NAVD 88
 KG0203
 KG0203  VERT ORDER  -  SECOND    CLASS 0
 KG0203
 KG0203.The horizontal coordinates were scaled from a topographic map and have
 KG0203.an estimated accuracy of +/- 6 seconds.
 KG0203
 KG0203.The orthometric height was determined by differential leveling
 KG0203.and adjusted by the National Geodetic Survey in June 1991..
 KG0203
 KG0203.The geoid height was determined by GEOID03.
 KG0203
 KG0203.The dynamic height is computed by dividing the NAVD 88
 KG0203.geopotential number by the normal gravity value computed on the
 KG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0203.degrees latitude (g = 980.6199 gals.).
 KG0203
 KG0203.The modeled gravity was interpolated from observed gravity values.
 KG0203
 KG0203;                    North         East    Units  Estimated Accuracy
 KG0203;SPC KS N     -   136,770.      340,590.      MT  (+/- 180 meters Scaled)
 KG0203
 KG0203                          SUPERSEDED SURVEY CONTROL
 KG0203
 KG0203  NGVD 29 (??/??/92)  471.640  (m)         1547.37   (f) ADJ UNCH    2 0
 KG0203
 KG0203.Superseded values are not recommended for survey control.
 KG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0203.See file dsdata.txt to determine how the superseded data were derived.
 KG0203
 KG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ265793(NAD 83)
 KG0203_MARKER: DB = BENCH MARK DISK
 KG0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0203_SP_SET: WALL
 KG0203_STAMPING: M 161 193
 KG0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0203
 KG0203  HISTORY     - Date     Condition        Report By
 KG0203  HISTORY     - 1934     MONUMENTED       CGS
 KG0203
 KG0203                          STATION DESCRIPTION
 KG0203
 KG0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0203'AT PORTIS.
 KG0203'AT PORTIS 150 FEET NORTH OF MISSOURI PACIFIC RR. TRACK, IN
 KG0203'SOUTHWEST CORNER OF CHEVROLET SALES STONE BUILDING, 10 FEET
 KG0203'SOUTH OF LARGE WINDOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0135 ***********************************************************************
 KG0135  DESIGNATION -  M 163
 KG0135  PID         -  KG0135
 KG0135  STATE/COUNTY-  KS/OSBORNE
 KG0135  USGS QUAD   -  PARADISE NW (1978)
 KG0135
 KG0135                         *CURRENT SURVEY CONTROL
 KG0135  ___________________________________________________________________
 KG0135* NAD 83(1986)-  39 10 15.     (N)    098 59 30.     (W)     SCALED    
 KG0135* NAVD 88     -       549.809  (meters)    1803.83   (feet)  ADJUSTED  
 KG0135  ___________________________________________________________________
 KG0135  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 KG0135  DYNAMIC HT  -         549.431 (meters)    1802.59  (feet)  COMP
 KG0135  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 KG0135
 KG0135  VERT ORDER  -  SECOND    CLASS 0
 KG0135
 KG0135.The horizontal coordinates were scaled from a topographic map and have
 KG0135.an estimated accuracy of +/- 6 seconds.
 KG0135
 KG0135.The orthometric height was determined by differential leveling
 KG0135.and adjusted by the National Geodetic Survey in June 1991..
 KG0135
 KG0135.The geoid height was determined by GEOID03.
 KG0135
 KG0135.The dynamic height is computed by dividing the NAVD 88
 KG0135.geopotential number by the normal gravity value computed on the
 KG0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0135.degrees latitude (g = 980.6199 gals.).
 KG0135
 KG0135.The modeled gravity was interpolated from observed gravity values.
 KG0135
 KG0135;                    North         East    Units  Estimated Accuracy
 KG0135;SPC KS N     -    93,440.      314,310.      MT  (+/- 180 meters Scaled)
 KG0135
 KG0135                          SUPERSEDED SURVEY CONTROL
 KG0135
 KG0135  NGVD 29 (??/??/92)  549.590  (m)         1803.11   (f) ADJ UNCH    2 0
 KG0135
 KG0135.Superseded values are not recommended for survey control.
 KG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0135.See file dsdata.txt to determine how the superseded data were derived.
 KG0135
 KG0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ007357(NAD 83)
 KG0135_MARKER: DB = BENCH MARK DISK
 KG0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0135_STAMPING: M 163 1934
 KG0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0135+STABILITY: SURFACE MOTION
 KG0135
 KG0135  HISTORY     - Date     Condition        Report By
 KG0135  HISTORY     - 1934     MONUMENTED       CGS
 KG0135  HISTORY     - 1951     GOOD             NGS
 KG0135
 KG0135                          STATION DESCRIPTION
 KG0135
 KG0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KG0135'2.1 MI SE FROM NATOMA.
 KG0135'2.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KG0135'STATION AT NATOMA, OSBORNE COUNTY, AT MILEAGE 84.92, AT A ROAD
 KG0135'CROSSING, 50 FEET EAST OF THE ROAD, 30 FEET NORTH OF THE CENTERLINE
 KG0135'OF THE TRACK, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A STANDARD
 KG0135'DISK, STAMPED M 163 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0117 ***********************************************************************
 KG0117  DESIGNATION -  M 165
 KG0117  PID         -  KG0117
 KG0117  STATE/COUNTY-  KS/OSBORNE
 KG0117  USGS QUAD   -  OSBORNE (1979)
 KG0117
 KG0117                         *CURRENT SURVEY CONTROL
 KG0117  ___________________________________________________________________
 KG0117* NAD 83(1986)-  39 22 59.     (N)    098 41 40.     (W)     SCALED    
 KG0117* NAVD 88     -       527.717  (meters)    1731.35   (feet)  ADJUSTED  
 KG0117  ___________________________________________________________________
 KG0117  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 KG0117  DYNAMIC HT  -         527.372 (meters)    1730.22  (feet)  COMP
 KG0117  MODELED GRAV-     979,957.2   (mgal)                       NAVD 88
 KG0117
 KG0117  VERT ORDER  -  SECOND    CLASS 0
 KG0117
 KG0117.The horizontal coordinates were scaled from a topographic map and have
 KG0117.an estimated accuracy of +/- 6 seconds.
 KG0117
 KG0117.The orthometric height was determined by differential leveling
 KG0117.and adjusted by the National Geodetic Survey in June 1991..
 KG0117
 KG0117.The geoid height was determined by GEOID03.
 KG0117
 KG0117.The dynamic height is computed by dividing the NAVD 88
 KG0117.geopotential number by the normal gravity value computed on the
 KG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0117.degrees latitude (g = 980.6199 gals.).
 KG0117
 KG0117.The modeled gravity was interpolated from observed gravity values.
 KG0117
 KG0117;                    North         East    Units  Estimated Accuracy
 KG0117;SPC KS N     -   116,760.      340,170.      MT  (+/- 180 meters Scaled)
 KG0117
 KG0117                          SUPERSEDED SURVEY CONTROL
 KG0117
 KG0117  NGVD 29 (??/??/92)  527.520  (m)         1730.71   (f) ADJ UNCH    2 0
 KG0117
 KG0117.Superseded values are not recommended for survey control.
 KG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0117.See file dsdata.txt to determine how the superseded data were derived.
 KG0117
 KG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ263593(NAD 83)
 KG0117_MARKER: DB = BENCH MARK DISK
 KG0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0117_STAMPING: M 165 1934
 KG0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0117+STABILITY: SURFACE MOTION
 KG0117
 KG0117  HISTORY     - Date     Condition        Report By
 KG0117  HISTORY     - 1934     MONUMENTED       CGS
 KG0117  HISTORY     - 1952     POOR             USGS
 KG0117
 KG0117                          STATION DESCRIPTION
 KG0117
 KG0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0117'3.9 MI S FROM OSBORNE.
 KG0117'3.9 MILES SOUTH OF CITY HALL AT OSBORNE, ON TOP OF A HILL,
 KG0117'65 FEET SOUTH OF A ROUND ROCK ABOUT 3 FEET IN DIAMETER, 45 FEET
 KG0117'EAST OF A 25 FT. CUT ON WEST SIDE OF ROAD, 30 FEET EAST OF
 KG0117'CENTERLINE OF STATE HIGHWAY 8.
 KG0117
 KG0117                          STATION RECOVERY (1952)
 KG0117
 KG0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 KG0117'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0456 ***********************************************************************
 KF0456  DESIGNATION -  M 166
 KF0456  PID         -  KF0456
 KF0456  STATE/COUNTY-  KS/MITCHELL
 KF0456  USGS QUAD   -  SIMPSON (1979)
 KF0456
 KF0456                         *CURRENT SURVEY CONTROL
 KF0456  ___________________________________________________________________
 KF0456* NAD 83(1986)-  39 23 04.     (N)    097 55 46.     (W)     SCALED    
 KF0456* NAVD 88     -       407.573  (meters)    1337.18   (feet)  ADJUSTED  
 KF0456  ___________________________________________________________________
 KF0456  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 KF0456  DYNAMIC HT  -         407.314 (meters)    1336.33  (feet)  COMP
 KF0456  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 KF0456
 KF0456  VERT ORDER  -  SECOND    CLASS 0
 KF0456
 KF0456.The horizontal coordinates were scaled from a topographic map and have
 KF0456.an estimated accuracy of +/- 6 seconds.
 KF0456
 KF0456.The orthometric height was determined by differential leveling
 KF0456.and adjusted by the National Geodetic Survey in June 1991..
 KF0456
 KF0456.The geoid height was determined by GEOID03.
 KF0456
 KF0456.The dynamic height is computed by dividing the NAVD 88
 KF0456.geopotential number by the normal gravity value computed on the
 KF0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0456.degrees latitude (g = 980.6199 gals.).
 KF0456
 KF0456.The modeled gravity was interpolated from observed gravity values.
 KF0456
 KF0456;                    North         East    Units  Estimated Accuracy
 KF0456;SPC KS N     -   116,690.      406,080.      MT  (+/- 180 meters Scaled)
 KF0456
 KF0456                          SUPERSEDED SURVEY CONTROL
 KF0456
 KF0456  NGVD 29 (??/??/92)  407.430  (m)         1336.71   (f) ADJ UNCH    2 0
 KF0456
 KF0456.Superseded values are not recommended for survey control.
 KF0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0456.See file dsdata.txt to determine how the superseded data were derived.
 KF0456
 KF0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ921599(NAD 83)
 KF0456_MARKER: DB = BENCH MARK DISK
 KF0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0456_SP_SET: BUILDING
 KF0456_STAMPING: M 166 1934
 KF0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0456
 KF0456  HISTORY     - Date     Condition        Report By
 KF0456  HISTORY     - 1934     MONUMENTED       CGS
 KF0456  HISTORY     - 1951     GOOD             NGS
 KF0456
 KF0456                          STATION DESCRIPTION
 KF0456
 KF0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KF0456'AT SIMPSON.
 KF0456'AT SIMPSON, MITCHELL COUNTY, 300 FEET SOUTHEAST OF THE UNION
 KF0456'PACIFIC RAILROAD STATION, IN THE WALL OF A BUILDING NOW BEING
 KF0456'USED BY THE TELEPHONE OFFICE, IN THE EAST WALL, 2 FEET SOUTH OF THE
 KF0456'NORTHEAST CORNER, AND 4 FEET ABOVE THE ALLEY.  A STANDARD DISK,
 KF0456'STAMPED M 166 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1054 ***********************************************************************
 JF1054  DESIGNATION -  M 167
 JF1054  PID         -  JF1054
 JF1054  STATE/COUNTY-  KS/SALINE
 JF1054  USGS QUAD   -  SALINA (1978)
 JF1054
 JF1054                         *CURRENT SURVEY CONTROL
 JF1054  ___________________________________________________________________
 JF1054* NAD 83(1986)-  38 51 40.     (N)    097 36 29.     (W)     SCALED    
 JF1054* NAVD 88     -       371.112  (meters)    1217.56   (feet)  ADJUSTED  
 JF1054  ___________________________________________________________________
 JF1054  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 JF1054  DYNAMIC HT  -         370.864 (meters)    1216.74  (feet)  COMP
 JF1054  MODELED GRAV-     979,949.2   (mgal)                       NAVD 88
 JF1054
 JF1054  VERT ORDER  -  FIRST     CLASS II
 JF1054
 JF1054.The horizontal coordinates were scaled from a topographic map and have
 JF1054.an estimated accuracy of +/- 6 seconds.
 JF1054
 JF1054.The orthometric height was determined by differential leveling
 JF1054.and adjusted by the National Geodetic Survey in June 1991..
 JF1054.WARNING-Repeat measurements at this control monument indicate possible
 JF1054.vertical movement.
 JF1054
 JF1054.The geoid height was determined by GEOID03.
 JF1054
 JF1054.The dynamic height is computed by dividing the NAVD 88
 JF1054.geopotential number by the normal gravity value computed on the
 JF1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1054.degrees latitude (g = 980.6199 gals.).
 JF1054
 JF1054.The modeled gravity was interpolated from observed gravity values.
 JF1054
 JF1054;                    North         East    Units  Estimated Accuracy
 JF1054;SPC KS N     -    58,660.      434,020.      MT  (+/- 180 meters Scaled)
 JF1054
 JF1054                          SUPERSEDED SURVEY CONTROL
 JF1054
 JF1054  NGVD 29 (??/??/92)  371.002  (m)         1217.20   (f) ADJ UNCH    1 2
 JF1054
 JF1054.Superseded values are not recommended for survey control.
 JF1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1054.See file dsdata.txt to determine how the superseded data were derived.
 JF1054
 JF1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ207022(NAD 83)
 JF1054_MARKER: DB = BENCH MARK DISK
 JF1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1054_SP_SET: CONCRETE POST
 JF1054_STAMPING: M 167 1934
 JF1054_MARK LOGO: CGS   
 JF1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1054+STABILITY: SURFACE MOTION
 JF1054
 JF1054  HISTORY     - Date     Condition        Report By
 JF1054  HISTORY     - 1934     MONUMENTED       CGS
 JF1054  HISTORY     - 1970     GOOD             NGS
 JF1054  HISTORY     - 1986     GOOD             NGS
 JF1054
 JF1054                          STATION DESCRIPTION
 JF1054
 JF1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1054'AT SALINA.
 JF1054'ABOUT 1.0 MILE SOUTH ALONG NORTH FIFTH STREET FROM INTERSTATE
 JF1054'HIGHWAY 70, AT THE INTERSECTION OF EAST OTIS AVENUE, 18 FEET
 JF1054'WEST OF THE WEST CURB OF THE STREET, 8 FEET SOUTH OF THE SOUTH
 JF1054'CURB OF THE AVENUE, 16 FEET NORTHEAST OF A 12-INCH ELM TREE,
 JF1054'11.5 FEET SOUTHEAST OF A FIRE HYDRANT, 34.8 FEET NORTHEAST OF
 JF1054'THE NORTHEAST CORNER OF THE CONCRETE BLOCK FOUNDATION OF A HOUSE
 JF1054'AT 1221 NORTH FIFTH STREET, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 JF1054'STREET, AND SET IN TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 JF1054'SEC 1, T 14 S, R 3 W
 JF1054
 JF1054                          STATION RECOVERY (1986)
 JF1054
 JF1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0165 ***********************************************************************
 KG0165  DESIGNATION -  M 169
 KG0165  PID         -  KG0165
 KG0165  STATE/COUNTY-  KS/SMITH
 KG0165  USGS QUAD   -  GAYLORD (1973)
 KG0165
 KG0165                         *CURRENT SURVEY CONTROL
 KG0165  ___________________________________________________________________
 KG0165* NAD 83(1986)-  39 44 59.     (N)    098 47 08.     (W)     SCALED    
 KG0165* NAVD 88     -       542.980  (meters)    1781.43   (feet)  ADJUSTED  
 KG0165  ___________________________________________________________________
 KG0165  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 KG0165  DYNAMIC HT  -         542.636 (meters)    1780.30  (feet)  COMP
 KG0165  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 KG0165
 KG0165  VERT ORDER  -  SECOND    CLASS 0
 KG0165
 KG0165.The horizontal coordinates were scaled from a topographic map and have
 KG0165.an estimated accuracy of +/- 6 seconds.
 KG0165
 KG0165.The orthometric height was determined by differential leveling
 KG0165.and adjusted by the National Geodetic Survey in June 1991..
 KG0165
 KG0165.The geoid height was determined by GEOID03.
 KG0165
 KG0165.The dynamic height is computed by dividing the NAVD 88
 KG0165.geopotential number by the normal gravity value computed on the
 KG0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0165.degrees latitude (g = 980.6199 gals.).
 KG0165
 KG0165.The modeled gravity was interpolated from observed gravity values.
 KG0165
 KG0165;                    North         East    Units  Estimated Accuracy
 KG0165;SPC KS N     -   157,530.      332,680.      MT  (+/- 180 meters Scaled)
 KG0165
 KG0165                          SUPERSEDED SURVEY CONTROL
 KG0165
 KG0165  NGVD 29 (??/??/92)  542.770  (m)         1780.74   (f) ADJ UNCH    2 0
 KG0165
 KG0165.Superseded values are not recommended for survey control.
 KG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0165.See file dsdata.txt to determine how the superseded data were derived.
 KG0165
 KG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK183000(NAD 83)
 KG0165_MARKER: DB = BENCH MARK DISK
 KG0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0165_STAMPING: M 169 1934
 KG0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0165+STABILITY: SURFACE MOTION
 KG0165
 KG0165  HISTORY     - Date     Condition        Report By
 KG0165  HISTORY     - 1934     MONUMENTED       CGS
 KG0165  HISTORY     - 1961     GOOD             NGS
 KG0165
 KG0165                          STATION DESCRIPTION
 KG0165
 KG0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KG0165'1.8 MI S FROM SMITH CENTER.
 KG0165'1.8 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM THE CHICAGO, ROCK
 KG0165'ISLAND, AND PACIFIC RAILROAD CROSSING IN SMITH CENTER, SMITH
 KG0165'COUNTY, 0.2 MILE SOUTH OF A WHITE HOUSE ON THE EAST SIDE OF
 KG0165'HIGHWAY, 33 FEET EAST OF THE CENTER OF OLD HIGHWAY, 5 FEET EAST
 KG0165'OF A FENCE CORNER, AND 1 FOOT SOUTH OF A HALF-SECTION-LINE FENCE.
 KG0165'A STATE SURVEY STANDARD DISK, STAMPED M 169 1934, AND SET IN A
 KG0165'CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0425 ***********************************************************************
 HE0425  DESIGNATION -  M 17
 HE0425  PID         -  HE0425
 HE0425  STATE/COUNTY-  KS/LABETTE
 HE0425  USGS QUAD   -  MOUND VALLEY (1974)
 HE0425
 HE0425                         *CURRENT SURVEY CONTROL
 HE0425  ___________________________________________________________________
 HE0425* NAD 83(1986)-  37 12 24.     (N)    095 23 34.     (W)     SCALED    
 HE0425* NAVD 88     -       250.329  (meters)     821.29   (feet)  ADJUSTED  
 HE0425  ___________________________________________________________________
 HE0425  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 HE0425  DYNAMIC HT  -         250.129 (meters)     820.63  (feet)  COMP
 HE0425  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 HE0425
 HE0425  VERT ORDER  -  FIRST     CLASS II
 HE0425
 HE0425.The horizontal coordinates were scaled from a topographic map and have
 HE0425.an estimated accuracy of +/- 6 seconds.
 HE0425
 HE0425.The orthometric height was determined by differential leveling
 HE0425.and adjusted by the National Geodetic Survey in June 1991..
 HE0425
 HE0425.The geoid height was determined by GEOID03.
 HE0425
 HE0425.The dynamic height is computed by dividing the NAVD 88
 HE0425.geopotential number by the normal gravity value computed on the
 HE0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0425.degrees latitude (g = 980.6199 gals.).
 HE0425
 HE0425.The modeled gravity was interpolated from observed gravity values.
 HE0425
 HE0425;                    North         East    Units  Estimated Accuracy
 HE0425;SPC KS S     -   464,530.      675,780.      MT  (+/- 180 meters Scaled)
 HE0425
 HE0425                          SUPERSEDED SURVEY CONTROL
 HE0425
 HE0425  NGVD 29 (??/??/92)  250.201  (m)          820.87   (f) ADJ UNCH    1 2
 HE0425
 HE0425.Superseded values are not recommended for survey control.
 HE0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0425.See file dsdata.txt to determine how the superseded data were derived.
 HE0425
 HE0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB876204(NAD 83)
 HE0425_MARKER: DB = BENCH MARK DISK
 HE0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0425_STAMPING: M 17 1933
 HE0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0425+STABILITY: SURFACE MOTION
 HE0425
 HE0425  HISTORY     - Date     Condition        Report By
 HE0425  HISTORY     - 1933     MONUMENTED       CGS
 HE0425  HISTORY     - 1974     MARK NOT FOUND   NGS
 HE0425  HISTORY     - 1980     GOOD             NGS
 HE0425  HISTORY     - 1980     GOOD             NGS
 HE0425
 HE0425                          STATION DESCRIPTION
 HE0425
 HE0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0425'0.9 MI E FROM MOUNT VALLEY.
 HE0425'ABOUT 0.9 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HE0425'FROM MOUND VALLEY, LABETTE COUNTY, ABOUT 0.7 MILE EAST OF THE
 HE0425'MISSOURI-KANSAS-TEXAS RAILROAD CROSSING, ABOUT 4 POLES EAST OF
 HE0425'THE FIRST GRADE CROSSING EAST OF TOWN, ABOUT 3 POLES EAST OF
 HE0425'MILEPOST 376, AND 46 FEET NORTH OF THE TRACK.  A STANDARD DISK,
 HE0425'STAMPED M 17 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HE0425
 HE0425                          STATION RECOVERY (1974)
 HE0425
 HE0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HE0425'MARK NOT FOUND.
 HE0425
 HE0425                          STATION RECOVERY (1980)
 HE0425
 HE0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0425'0.2 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MOUND
 HE0425'VALLEY. THENCE RIGHT AND EAST ALONG A GRAVELED ROAD FOR 0.75 TO A
 HE0425'SIDE ROAD RIGHT, THENCE RIGHT AND SOUTH ON A GRAVELED ROAD FOR 0.15
 HE0425'MILE TO A RAILROAD CROSSING AND THE MARK ON THE LEFT, ABOUT 0.1 MILE
 HE0425'EAST ALONG THE TRACK, 46.0 FEET NORTH OF THE NORTH RAIL, 1.5 FEET
 HE0425'SOUTH OF A FENCE.
 HE0425
 HE0425                          STATION RECOVERY (1980)
 HE0425
 HE0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0425'0.2 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT MOUND
 HE0425'VALLEY. THENCE RIGHT AND EAST ALONG A GRAVELED ROAD FOR 0.75 TO A
 HE0425'SIDE ROAD RIGHT, THENCE RIGHT AND SOUTH ON A GRAVELED ROAD FOR 0.15
 HE0425'MILE TO A RAILROAD CROSSING AND THE MARK ON THE LEFT, ABOUT 0.1 MILE
 HE0425'EAST ALONG THE TRACK, 46.0 FEET NORTH OF THE NORTH RAIL, 1.5 FEET
 HE0425'SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0527 ***********************************************************************
 KF0527  DESIGNATION -  M 171 RESET
 KF0527  PID         -  KF0527
 KF0527  STATE/COUNTY-  KS/OTTAWA
 KF0527  USGS QUAD   -  AURORA SW (1965)
 KF0527
 KF0527                         *CURRENT SURVEY CONTROL
 KF0527  ___________________________________________________________________
 KF0527* NAD 83(1986)-  39 16 37.     (N)    097 42 17.     (W)     SCALED    
 KF0527* NAVD 88     -       408.57   (meters)    1340.5    (feet)  RESET     
 KF0527  ___________________________________________________________________
 KF0527  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 KF0527
 KF0527  VERT ORDER  -  THIRD
 KF0527
 KF0527.The horizontal coordinates were scaled from a topographic map and have
 KF0527.an estimated accuracy of +/- 6 seconds.
 KF0527
 KF0527.The orthometric height was computed from unverified reset data.
 KF0527
 KF0527.The geoid height was determined by GEOID03.
 KF0527
 KF0527;                    North         East    Units  Estimated Accuracy
 KF0527;SPC KS N     -   104,790.      425,480.      MT  (+/- 180 meters Scaled)
 KF0527
 KF0527                          SUPERSEDED SURVEY CONTROL
 KF0527
 KF0527.No superseded survey control is available for this station.
 KF0527
 KF0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ117483(NAD 83)
 KF0527_MARKER: DB = BENCH MARK DISK
 KF0527_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0527_SP_SET: BOX CULBERT HEADWALL
 KF0527_STAMPING: M 171 RESET 1962
 KF0527_MARK LOGO: CGS   
 KF0527_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0527
 KF0527  HISTORY     - Date     Condition        Report By
 KF0527  HISTORY     - 1962     MONUMENTED       KSHC
 KF0527  HISTORY     - 1963     GOOD             NGS
 KF0527  HISTORY     - 1980     GOOD             KSDT
 KF0527  HISTORY     - 1989     GOOD             USPSQD
 KF0527  HISTORY     - 19890301 GOOD             KSDT
 KF0527
 KF0527                          STATION DESCRIPTION
 KF0527
 KF0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KF0527'3.8 MI E FROM DELPHOS.
 KF0527'3.8 MILES EAST ALONG STATE HIGHWAY K-41 FROM THE UNION PACIFIC
 KF0527'RAILROAD STATION AT DELPHOS, OTTAWA COUNTY, AT THE JUNCTION OF
 KF0527'OLD U.S. HIGHWAY 81, AND SET IN THE TOP OF THE NORTHWEST HUBGUARD
 KF0527'OF A 7 FT X 7 FT R.C. BOX CULVERT.
 KF0527
 KF0527                          STATION RECOVERY (1980)
 KF0527
 KF0527'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1980
 KF0527'RECOVERED IN GOOD CONDITION.
 KF0527
 KF0527                          STATION RECOVERY (1989)
 KF0527
 KF0527'RECOVERY NOTE BY US POWER SQUADRON 1989 (DRL)
 KF0527'RECOVERED IN GOOD CONDITION.
 KF0527
 KF0527                          STATION RECOVERY (1989)
 KF0527
 KF0527'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0527'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0039 ***********************************************************************
 KG0039  DESIGNATION -  M 172
 KG0039  PID         -  KG0039
 KG0039  STATE/COUNTY-  KS/JEWELL
 KG0039  USGS QUAD   -  MONTROSE (1969)
 KG0039
 KG0039                         *CURRENT SURVEY CONTROL
 KG0039  ___________________________________________________________________
 KG0039* NAD 83(1986)-  39 47 05.     (N)    098 03 48.     (W)     SCALED    
 KG0039* NAVD 88     -       488.323  (meters)    1602.11   (feet)  ADJUSTED  
 KG0039  ___________________________________________________________________
 KG0039  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 KG0039  DYNAMIC HT  -         488.028 (meters)    1601.14  (feet)  COMP
 KG0039  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 KG0039
 KG0039  VERT ORDER  -  SECOND    CLASS 0
 KG0039
 KG0039.The horizontal coordinates were scaled from a topographic map and have
 KG0039.an estimated accuracy of +/- 6 seconds.
 KG0039
 KG0039.The orthometric height was determined by differential leveling
 KG0039.and adjusted by the National Geodetic Survey in June 1991..
 KG0039
 KG0039.The geoid height was determined by GEOID03.
 KG0039
 KG0039.The dynamic height is computed by dividing the NAVD 88
 KG0039.geopotential number by the normal gravity value computed on the
 KG0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0039.degrees latitude (g = 980.6199 gals.).
 KG0039
 KG0039.The modeled gravity was interpolated from observed gravity values.
 KG0039
 KG0039;                    North         East    Units  Estimated Accuracy
 KG0039;SPC KS N     -   161,130.      394,580.      MT  (+/- 180 meters Scaled)
 KG0039
 KG0039                          SUPERSEDED SURVEY CONTROL
 KG0039
 KG0039  NGVD 29 (??/??/92)  488.131  (m)         1601.48   (f) ADJ UNCH    2 0
 KG0039
 KG0039.Superseded values are not recommended for survey control.
 KG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0039.See file dsdata.txt to determine how the superseded data were derived.
 KG0039
 KG0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK802042(NAD 83)
 KG0039_MARKER: DB = BENCH MARK DISK
 KG0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0039_STAMPING: M 172 1934
 KG0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0039+STABILITY: SURFACE MOTION
 KG0039
 KG0039  HISTORY     - Date     Condition        Report By
 KG0039  HISTORY     - 1934     MONUMENTED       CGS
 KG0039  HISTORY     - 1941     GOOD             NGS
 KG0039
 KG0039                          STATION DESCRIPTION
 KG0039
 KG0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0039'1.2 MI E FROM MONTROSE.
 KG0039'1.2 MILES EAST OF ROCK ISLAND STATION AT MONTROSE 2 POLES WEST
 KG0039'OF MILE POST 213-30, 33 FEET SOUTH OF CENTERLINE OF ROCK ISLAND
 KG0039'RR TRACK, 16 FEET WEST OF A CROSSING, AT WEST END OF A CUT
 KG0039'AND AT EAST END OF A FILL.  NOTE-- MARK IS 16 FT E OF ROAD.
 KG0039
 KG0039                          STATION RECOVERY (1941)
 KG0039
 KG0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KG0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0261 ***********************************************************************
 HE0261  DESIGNATION -  M 18
 HE0261  PID         -  HE0261
 HE0261  STATE/COUNTY-  KS/CHEROKEE
 HE0261  USGS QUAD   -  COLUMBUS (1977)
 HE0261
 HE0261                         *CURRENT SURVEY CONTROL
 HE0261  ___________________________________________________________________
 HE0261* NAD 83(1986)-  37 10 13.     (N)    094 47 44.     (W)     SCALED    
 HE0261* NAVD 88     -       278.684  (meters)     914.32   (feet)  ADJUSTED  
 HE0261  ___________________________________________________________________
 HE0261  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 HE0261  DYNAMIC HT  -         278.460 (meters)     913.58  (feet)  COMP
 HE0261  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 HE0261
 HE0261  VERT ORDER  -  FIRST     CLASS II
 HE0261
 HE0261.The horizontal coordinates were scaled from a topographic map and have
 HE0261.an estimated accuracy of +/- 6 seconds.
 HE0261
 HE0261.The orthometric height was determined by differential leveling
 HE0261.and adjusted by the National Geodetic Survey in June 1991..
 HE0261
 HE0261.The geoid height was determined by GEOID03.
 HE0261
 HE0261.The dynamic height is computed by dividing the NAVD 88
 HE0261.geopotential number by the normal gravity value computed on the
 HE0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0261.degrees latitude (g = 980.6199 gals.).
 HE0261
 HE0261.The modeled gravity was interpolated from observed gravity values.
 HE0261
 HE0261;                    North         East    Units  Estimated Accuracy
 HE0261;SPC KS S     -   462,430.      728,920.      MT  (+/- 180 meters Scaled)
 HE0261
 HE0261                          SUPERSEDED SURVEY CONTROL
 HE0261
 HE0261  NGVD 29 (??/??/92)  278.577  (m)          913.96   (f) ADJ UNCH    1 2
 HE0261
 HE0261.Superseded values are not recommended for survey control.
 HE0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0261.See file dsdata.txt to determine how the superseded data were derived.
 HE0261
 HE0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB405152(NAD 83)
 HE0261_MARKER: DB = BENCH MARK DISK
 HE0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0261_STAMPING: M 18 1933
 HE0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0261+STABILITY: SURFACE MOTION
 HE0261
 HE0261  HISTORY     - Date     Condition        Report By
 HE0261  HISTORY     - 1933     MONUMENTED       CGS
 HE0261  HISTORY     - 1944     GOOD             NGS
 HE0261
 HE0261                          STATION DESCRIPTION
 HE0261
 HE0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0261'2.5 MI E FROM COLUMBUS.
 HE0261'2.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0261'COLUMBUS, CHEROKEE COUNTY, 5 POLES WEST OF MILEPOST 341, 50 FEET
 HE0261'WEST OF A GRADE CROSSING, 40 FEET SOUTH OF THE CENTERLINE OF
 HE0261'THE TRACK, 25 FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF
 HE0261'THE FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 HE0261
 HE0261                          STATION RECOVERY (1944)
 HE0261
 HE0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HE0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0368 ***********************************************************************
 HG0368  DESIGNATION -  M 181
 HG0368  PID         -  HG0368
 HG0368  STATE/COUNTY-  KS/KIOWA
 HG0368  USGS QUAD   -  GREENSBURG (1969)
 HG0368
 HG0368                         *CURRENT SURVEY CONTROL
 HG0368  ___________________________________________________________________
 HG0368* NAD 83(1986)-  37 31 40.     (N)    099 19 13.     (W)     SCALED    
 HG0368* NAVD 88     -       705.002  (meters)    2312.99   (feet)  ADJUSTED  
 HG0368  ___________________________________________________________________
 HG0368  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 HG0368  DYNAMIC HT  -         704.388 (meters)    2310.98  (feet)  COMP
 HG0368  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 HG0368
 HG0368  VERT ORDER  -  SECOND    CLASS 0
 HG0368
 HG0368.The horizontal coordinates were scaled from a topographic map and have
 HG0368.an estimated accuracy of +/- 6 seconds.
 HG0368
 HG0368.The orthometric height was determined by differential leveling
 HG0368.and adjusted by the National Geodetic Survey in June 1991..
 HG0368
 HG0368.The geoid height was determined by GEOID03.
 HG0368
 HG0368.The dynamic height is computed by dividing the NAVD 88
 HG0368.geopotential number by the normal gravity value computed on the
 HG0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0368.degrees latitude (g = 980.6199 gals.).
 HG0368
 HG0368.The modeled gravity was interpolated from observed gravity values.
 HG0368
 HG0368;                    North         East    Units  Estimated Accuracy
 HG0368;SPC KS S     -   495,890.      327,500.      MT  (+/- 180 meters Scaled)
 HG0368
 HG0368                          SUPERSEDED SURVEY CONTROL
 HG0368
 HG0368  NGVD 29 (??/??/92)  704.708  (m)         2312.03   (f) ADJ UNCH    2 0
 HG0368
 HG0368.Superseded values are not recommended for survey control.
 HG0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0368.See file dsdata.txt to determine how the superseded data were derived.
 HG0368
 HG0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG717534(NAD 83)
 HG0368_MARKER: DB = BENCH MARK DISK
 HG0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0368_STAMPING: M 181 1934
 HG0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0368+STABILITY: SURFACE MOTION
 HG0368
 HG0368  HISTORY     - Date     Condition        Report By
 HG0368  HISTORY     - 1934     MONUMENTED       CGS
 HG0368  HISTORY     - 1967     GOOD             USGS
 HG0368  HISTORY     - 1976     GOOD             LOCENG
 HG0368  HISTORY     - 1976     GOOD             LOCENG
 HG0368
 HG0368                          STATION DESCRIPTION
 HG0368
 HG0368'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HG0368'7 MI SW FROM GREENSBURG.
 HG0368'5.4 MI SOUTH AND 1.6 MI WEST ALONG STATE HIGHWAY 183 FROM THE
 HG0368'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION AT GREENSBURG,
 HG0368'KIOWA COUNTY, 35 FT NORTH OF THE CENTER LINE OF A SECTION ROAD,
 HG0368'AND 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 HG0368'DISK STAMPED M 181 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0368
 HG0368                          STATION RECOVERY (1976)
 HG0368
 HG0368'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0368'RECOVERED IN GOOD CONDITION.
 HG0368
 HG0368                          STATION RECOVERY (1976)
 HG0368
 HG0368'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0465 ***********************************************************************
 HG0465  DESIGNATION -  M 182
 HG0465  PID         -  HG0465
 HG0465  STATE/COUNTY-  KS/COMANCHE
 HG0465  USGS QUAD   -  COLDWATER (1979)
 HG0465
 HG0465                         *CURRENT SURVEY CONTROL
 HG0465  ___________________________________________________________________
 HG0465* NAD 83(1986)-  37 15 13.     (N)    099 21 41.     (W)     SCALED    
 HG0465* NAVD 88     -       621.286  (meters)    2038.34   (feet)  ADJUSTED  
 HG0465  ___________________________________________________________________
 HG0465  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 HG0465  DYNAMIC HT  -         620.735 (meters)    2036.53  (feet)  COMP
 HG0465  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 HG0465
 HG0465  VERT ORDER  -  SECOND    CLASS 0
 HG0465
 HG0465.The horizontal coordinates were scaled from a topographic map and have
 HG0465.an estimated accuracy of +/- 6 seconds.
 HG0465
 HG0465.The orthometric height was determined by differential leveling
 HG0465.and adjusted by the National Geodetic Survey in June 1991..
 HG0465
 HG0465.The geoid height was determined by GEOID03.
 HG0465
 HG0465.The dynamic height is computed by dividing the NAVD 88
 HG0465.geopotential number by the normal gravity value computed on the
 HG0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0465.degrees latitude (g = 980.6199 gals.).
 HG0465
 HG0465.The modeled gravity was interpolated from observed gravity values.
 HG0465
 HG0465;                    North         East    Units  Estimated Accuracy
 HG0465;SPC KS S     -   465,500.      323,580.      MT  (+/- 180 meters Scaled)
 HG0465
 HG0465                          SUPERSEDED SURVEY CONTROL
 HG0465
 HG0465  NGVD 29 (??/??/92)  621.011  (m)         2037.43   (f) ADJ UNCH    2 0
 HG0465
 HG0465.Superseded values are not recommended for survey control.
 HG0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0465.See file dsdata.txt to determine how the superseded data were derived.
 HG0465
 HG0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG679230(NAD 83)
 HG0465_MARKER: DB = BENCH MARK DISK
 HG0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0465_STAMPING: M-182 1934
 HG0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0465+STABILITY: SURFACE MOTION
 HG0465
 HG0465  HISTORY     - Date     Condition        Report By
 HG0465  HISTORY     - 1934     MONUMENTED       CGS
 HG0465
 HG0465                          STATION DESCRIPTION
 HG0465
 HG0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0465'2.1 MI W FROM COLDWATER.
 HG0465'2.1 MILES WEST OF COLDWATER A.T. AND SF. RR. STATION 55 FEET
 HG0465'SOUTH OF NEAREST RAIL OF ATCHISON TOPEKA AND SANTA FE TRACK,
 HG0465'12 FEET SOUTHWEST OF 3RD. POLE WEST OF MILEPOST 127, 5 FEET
 HG0465'NORTH OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0294 ***********************************************************************
 HG0294  DESIGNATION -  M 184
 HG0294  PID         -  HG0294
 HG0294  STATE/COUNTY-  KS/BARBER
 HG0294  USGS QUAD   -  MEDICINE LODGE (1973)
 HG0294
 HG0294                         *CURRENT SURVEY CONTROL
 HG0294  ___________________________________________________________________
 HG0294* NAD 83(1986)-  37 16 55.     (N)    098 34 45.     (W)     SCALED    
 HG0294* NAVD 88     -       460.488  (meters)    1510.78   (feet)  ADJUSTED  
 HG0294  ___________________________________________________________________
 HG0294  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 HG0294  DYNAMIC HT  -         460.095 (meters)    1509.49  (feet)  COMP
 HG0294  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 HG0294
 HG0294  VERT ORDER  -  SECOND    CLASS 0
 HG0294
 HG0294.The horizontal coordinates were scaled from a topographic map and have
 HG0294.an estimated accuracy of +/- 6 seconds.
 HG0294
 HG0294.The orthometric height was determined by differential leveling
 HG0294.and adjusted by the National Geodetic Survey in June 1991..
 HG0294
 HG0294.The geoid height was determined by GEOID03.
 HG0294
 HG0294.The dynamic height is computed by dividing the NAVD 88
 HG0294.geopotential number by the normal gravity value computed on the
 HG0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0294.degrees latitude (g = 980.6199 gals.).
 HG0294
 HG0294.The modeled gravity was interpolated from observed gravity values.
 HG0294
 HG0294;                    North         East    Units  Estimated Accuracy
 HG0294;SPC KS S     -   468,290.      392,980.      MT  (+/- 180 meters Scaled)
 HG0294
 HG0294                          SUPERSEDED SURVEY CONTROL
 HG0294
 HG0294  NGVD 29 (??/??/92)  460.283  (m)         1510.11   (f) ADJ UNCH    2 0
 HG0294
 HG0294.Superseded values are not recommended for survey control.
 HG0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0294.See file dsdata.txt to determine how the superseded data were derived.
 HG0294
 HG0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG373262(NAD 83)
 HG0294_MARKER: DB = BENCH MARK DISK
 HG0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0294_SP_SET: STEP
 HG0294_STAMPING: M 184 1934
 HG0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0294
 HG0294  HISTORY     - Date     Condition        Report By
 HG0294  HISTORY     - 1934     MONUMENTED       CGS
 HG0294  HISTORY     - 1945     GOOD             NGS
 HG0294
 HG0294                          STATION DESCRIPTION
 HG0294
 HG0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0294'AT MEDICINE LODGE.
 HG0294'AT MEDICINE LODGE, BARBER COUNTY, ON MAIN STREET (U.S. HIGHWAY 281),
 HG0294'AT THE LINCOLN LIBRARY, 45 FEET EAST OF THE CENTER LINE OF THE
 HG0294'STREET, AT THE MONUMENT NEXT TO THE LIBRARY, AND IN THE TOP
 HG0294'OF THE BOTTOM MARBLE STEP.  A STANDARD DISK, STAMPED M 184 1934.
 HG0294
 HG0294                          STATION RECOVERY (1945)
 HG0294
 HG0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 HG0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0299 ***********************************************************************
 JH0299  DESIGNATION -  M 19
 JH0299  PID         -  JH0299
 JH0299  STATE/COUNTY-  KS/GREELEY
 JH0299  USGS QUAD   -  TRIBUNE (1970)
 JH0299
 JH0299                         *CURRENT SURVEY CONTROL
 JH0299  ___________________________________________________________________
 JH0299* NAD 83(1986)-  38 28 11.     (N)    101 45 09.     (W)     SCALED    
 JH0299* NAVD 88     -      1102.509  (meters)    3617.15   (feet)  ADJUSTED  
 JH0299  ___________________________________________________________________
 JH0299  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 JH0299  DYNAMIC HT  -        1101.515 (meters)    3613.89  (feet)  COMP
 JH0299  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 JH0299
 JH0299  VERT ORDER  -  SECOND    CLASS 0
 JH0299
 JH0299.The horizontal coordinates were scaled from a topographic map and have
 JH0299.an estimated accuracy of +/- 6 seconds.
 JH0299
 JH0299.The orthometric height was determined by differential leveling
 JH0299.and adjusted by the National Geodetic Survey in June 1991..
 JH0299
 JH0299.The geoid height was determined by GEOID03.
 JH0299
 JH0299.The dynamic height is computed by dividing the NAVD 88
 JH0299.geopotential number by the normal gravity value computed on the
 JH0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0299.degrees latitude (g = 980.6199 gals.).
 JH0299
 JH0299.The modeled gravity was interpolated from observed gravity values.
 JH0299
 JH0299;                    North         East    Units  Estimated Accuracy
 JH0299;SPC KS S     -   605,070.      116,220.      MT  (+/- 180 meters Scaled)
 JH0299
 JH0299                          SUPERSEDED SURVEY CONTROL
 JH0299
 JH0299  NGVD 29 (??/??/92) 1102.064  (m)         3615.69   (f) ADJ UNCH    2 0
 JH0299
 JH0299.Superseded values are not recommended for survey control.
 JH0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0299.See file dsdata.txt to determine how the superseded data were derived.
 JH0299
 JH0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH598615(NAD 83)
 JH0299_MARKER: DB = BENCH MARK DISK
 JH0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JH0299_SP_SET: BUILDING
 JH0299_STAMPING: M 19 1934
 JH0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0299
 JH0299  HISTORY     - Date     Condition        Report By
 JH0299  HISTORY     - 1934     MONUMENTED       CGS
 JH0299  HISTORY     - 1940     GOOD             NGS
 JH0299
 JH0299                          STATION DESCRIPTION
 JH0299
 JH0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0299'IN TRIBUNE.
 JH0299'AT TRIBUNE, GREELEY COUNTY, AT THE SOUTHWEST CORNER OF THE
 JH0299'INTERSECTION OF BROADWAY AND GREELEY STREET, IN THE EAST BRICK
 JH0299'WALL OF THE FIRST NATIONAL BANK BUILDING, 1.4 FEET SOUTH OF THE
 JH0299'NORTHEAST CORNER, AND 4.3 FEET ABOVE THE SIDEWALK, AND SET
 JH0299'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0046 ***********************************************************************
 JH0046  DESIGNATION -  M 190
 JH0046  PID         -  JH0046
 JH0046  STATE/COUNTY-  KS/FINNEY
 JH0046  USGS QUAD   -  KALVESTA (1974)
 JH0046
 JH0046                         *CURRENT SURVEY CONTROL
 JH0046  ___________________________________________________________________
 JH0046* NAD 83(1986)-  38 03 33.     (N)    100 17 59.     (W)     SCALED    
 JH0046* NAVD 88     -       809.140  (meters)    2654.65   (feet)  ADJUSTED  
 JH0046  ___________________________________________________________________
 JH0046  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 JH0046  DYNAMIC HT  -         808.450 (meters)    2652.39  (feet)  COMP
 JH0046  MODELED GRAV-     979,749.5   (mgal)                       NAVD 88
 JH0046
 JH0046  VERT ORDER  -  SECOND    CLASS 0
 JH0046
 JH0046.The horizontal coordinates were scaled from a topographic map and have
 JH0046.an estimated accuracy of +/- 6 seconds.
 JH0046
 JH0046.The orthometric height was determined by differential leveling
 JH0046.and adjusted by the National Geodetic Survey in June 1991..
 JH0046
 JH0046.The geoid height was determined by GEOID03.
 JH0046
 JH0046.The dynamic height is computed by dividing the NAVD 88
 JH0046.geopotential number by the normal gravity value computed on the
 JH0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0046.degrees latitude (g = 980.6199 gals.).
 JH0046
 JH0046.The modeled gravity was interpolated from observed gravity values.
 JH0046
 JH0046;                    North         East    Units  Estimated Accuracy
 JH0046;SPC KS S     -   556,070.      242,070.      MT  (+/- 180 meters Scaled)
 JH0046
 JH0046                          SUPERSEDED SURVEY CONTROL
 JH0046
 JH0046  NGVD 29 (??/??/92)  808.834  (m)         2653.65   (f) ADJ UNCH    2 0
 JH0046
 JH0046.Superseded values are not recommended for survey control.
 JH0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0046.See file dsdata.txt to determine how the superseded data were derived.
 JH0046
 JH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH859131(NAD 83)
 JH0046_MARKER: DB = BENCH MARK DISK
 JH0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0046_STAMPING: M-190 1934
 JH0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0046+STABILITY: SURFACE MOTION
 JH0046
 JH0046  HISTORY     - Date     Condition        Report By
 JH0046  HISTORY     - 1934     MONUMENTED       CGS
 JH0046  HISTORY     - 1962     MARK NOT FOUND   LOCSUR
 JH0046
 JH0046                          STATION DESCRIPTION
 JH0046
 JH0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0046'0.7 MI W FROM KALVESTA.
 JH0046'0.7 MILE WEST OF POST OFFICE, AT KALVESTA 75 FEET NORTH OF THE
 JH0046'CENTERLINE OF U.S. HIGHWAY 50-N.  75 FEET WEST OF COUNTY ROAD
 JH0046'FROM THE NORTH.
 JH0046
 JH0046                          STATION RECOVERY (1962)
 JH0046
 JH0046'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 JH0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0197 ***********************************************************************
 HH0197  DESIGNATION -  M 191
 HH0197  PID         -  HH0197
 HH0197  STATE/COUNTY-  KS/GRAY
 HH0197  USGS QUAD   -  COPELAND (1969)
 HH0197
 HH0197                         *CURRENT SURVEY CONTROL
 HH0197  ___________________________________________________________________
 HH0197* NAD 83(1986)-  37 32 21.     (N)    100 38 40.     (W)     SCALED    
 HH0197* NAVD 88     -       863.998  (meters)    2834.63   (feet)  ADJUSTED  
 HH0197  ___________________________________________________________________
 HH0197  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 HH0197  DYNAMIC HT  -         863.197 (meters)    2832.01  (feet)  COMP
 HH0197  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 HH0197
 HH0197  VERT ORDER  -  SECOND    CLASS 0
 HH0197
 HH0197.The horizontal coordinates were scaled from a topographic map and have
 HH0197.an estimated accuracy of +/- 6 seconds.
 HH0197
 HH0197.The orthometric height was determined by differential leveling
 HH0197.and adjusted by the National Geodetic Survey in June 1991..
 HH0197
 HH0197.The geoid height was determined by GEOID03.
 HH0197
 HH0197.The dynamic height is computed by dividing the NAVD 88
 HH0197.geopotential number by the normal gravity value computed on the
 HH0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0197.degrees latitude (g = 980.6199 gals.).
 HH0197
 HH0197.The modeled gravity was interpolated from observed gravity values.
 HH0197
 HH0197;                    North         East    Units  Estimated Accuracy
 HH0197;SPC KS S     -   499,010.      210,500.      MT  (+/- 180 meters Scaled)
 HH0197
 HH0197                          SUPERSEDED SURVEY CONTROL
 HH0197
 HH0197  NGVD 29 (??/??/92)  863.635  (m)         2833.44   (f) ADJ UNCH    2 0
 HH0197
 HH0197.Superseded values are not recommended for survey control.
 HH0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0197.See file dsdata.txt to determine how the superseded data were derived.
 HH0197
 HH0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG547559(NAD 83)
 HH0197_MARKER: DB = BENCH MARK DISK
 HH0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0197_STAMPING: M 191 1934
 HH0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0197+STABILITY: SURFACE MOTION
 HH0197
 HH0197  HISTORY     - Date     Condition        Report By
 HH0197  HISTORY     - 1934     MONUMENTED       CGS
 HH0197  HISTORY     - 1967     GOOD             USGS
 HH0197
 HH0197                          STATION DESCRIPTION
 HH0197
 HH0197'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HH0197'0.9 MI SW FROM COPELAND.
 HH0197'COPELAND, GRAY COUNTY, ABOUT 0.9 MI. SW ALONG U.S. HWY. 56
 HH0197'FROM THE A.T. AND S.F. RY. STATION AT, T. 29 S., R. 30 W., NEAR
 HH0197'THE CENTER OF SECS 7, 129.5 FT. NW AND 3.9 FT. LOWER THAN
 HH0197'HWY., 45 FT. SE OF RR TRACK, 8.5 FT. W. OF MILEPOST 38 (SOUTH
 HH0197'AND ACROSS TRACK FROM MILEMARKER 38), 0.5 FT. S. OF A WITNESS
 HH0197'POST, IN CONCRETE POST ABOUT 0.5 FT. BELOW GROUND SURFACE,
 HH0197'A USC AND GS DISK STAMPED M 191 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0543 ***********************************************************************
 HG0543  DESIGNATION -  M 192
 HG0543  PID         -  HG0543
 HG0543  STATE/COUNTY-  KS/FORD
 HG0543  USGS QUAD   -  SPEARVILLE (1984)
 HG0543
 HG0543                         *CURRENT SURVEY CONTROL
 HG0543  ___________________________________________________________________
 HG0543* NAD 83(1986)-  37 49 40.     (N)    099 48 12.     (W)     SCALED    
 HG0543* NAVD 88     -       749.856  (meters)    2460.15   (feet)  ADJUSTED  
 HG0543  ___________________________________________________________________
 HG0543  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 HG0543  DYNAMIC HT  -         749.218 (meters)    2458.06  (feet)  COMP
 HG0543  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 HG0543
 HG0543  VERT ORDER  -  SECOND    CLASS 0
 HG0543
 HG0543.The horizontal coordinates were scaled from a topographic map and have
 HG0543.an estimated accuracy of +/- 6 seconds.
 HG0543
 HG0543.The orthometric height was determined by differential leveling
 HG0543.and adjusted by the National Geodetic Survey in June 1991..
 HG0543
 HG0543.The geoid height was determined by GEOID03.
 HG0543
 HG0543.The dynamic height is computed by dividing the NAVD 88
 HG0543.geopotential number by the normal gravity value computed on the
 HG0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0543.degrees latitude (g = 980.6199 gals.).
 HG0543
 HG0543.The modeled gravity was interpolated from observed gravity values.
 HG0543
 HG0543;                    North         East    Units  Estimated Accuracy
 HG0543;SPC KS S     -   529,670.      285,270.      MT  (+/- 180 meters Scaled)
 HG0543
 HG0543                          SUPERSEDED SURVEY CONTROL
 HG0543
 HG0543  NGVD 29 (??/??/92)  749.547  (m)         2459.14   (f) ADJ UNCH    2 0
 HG0543
 HG0543.Superseded values are not recommended for survey control.
 HG0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0543.See file dsdata.txt to determine how the superseded data were derived.
 HG0543
 HG0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG293870(NAD 83)
 HG0543_MARKER: DB = BENCH MARK DISK
 HG0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0543_STAMPING: M 192 1934
 HG0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0543+STABILITY: SURFACE MOTION
 HG0543
 HG0543  HISTORY     - Date     Condition        Report By
 HG0543  HISTORY     - 1934     MONUMENTED       CGS
 HG0543  HISTORY     - 1987     GOOD             USPSQD
 HG0543
 HG0543                          STATION DESCRIPTION
 HG0543
 HG0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0543'3 MI W FROM SPEARVILLE.
 HG0543'ABOUT 3.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0543'RAILWAY FROM THE MAIN STREET CROSSING AT SPEARVILLE, FORD COUNTY,
 HG0543'93 FEET NORTH OF MILEPOST 339, 48 FEET WEST OF THE CENTER LINE
 HG0543'OF THE TRACK, AND 45 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 HG0543'50 S.  A STANDARD DISK, STAMPED M 192 1934 AND SET IN THE TOP
 HG0543'OF A CONCRETE POST.
 HG0543
 HG0543                          STATION RECOVERY (1987)
 HG0543
 HG0543'RECOVERY NOTE BY US POWER SQUADRON 1987 (AGS)
 HG0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0378 ***********************************************************************
 HG0378  DESIGNATION -  M 193
 HG0378  PID         -  HG0378
 HG0378  STATE/COUNTY-  KS/EDWARDS
 HG0378  USGS QUAD   -  CENTERVIEW (1972)
 HG0378
 HG0378                         *CURRENT SURVEY CONTROL
 HG0378  ___________________________________________________________________
 HG0378* NAD 83(1986)-  37 47 30.     (N)    099 18 16.     (W)     SCALED    
 HG0378* NAVD 88     -       665.912  (meters)    2184.75   (feet)  ADJUSTED  
 HG0378  ___________________________________________________________________
 HG0378  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 HG0378  DYNAMIC HT  -         665.356 (meters)    2182.92  (feet)  COMP
 HG0378  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 HG0378
 HG0378  VERT ORDER  -  SECOND    CLASS 0
 HG0378
 HG0378.The horizontal coordinates were scaled from a topographic map and have
 HG0378.an estimated accuracy of +/- 6 seconds.
 HG0378
 HG0378.The orthometric height was determined by differential leveling
 HG0378.and adjusted by the National Geodetic Survey in June 1991..
 HG0378
 HG0378.The geoid height was determined by GEOID03.
 HG0378
 HG0378.The dynamic height is computed by dividing the NAVD 88
 HG0378.geopotential number by the normal gravity value computed on the
 HG0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0378.degrees latitude (g = 980.6199 gals.).
 HG0378
 HG0378.The modeled gravity was interpolated from observed gravity values.
 HG0378
 HG0378;                    North         East    Units  Estimated Accuracy
 HG0378;SPC KS S     -   525,160.      329,150.      MT  (+/- 180 meters Scaled)
 HG0378
 HG0378                          SUPERSEDED SURVEY CONTROL
 HG0378
 HG0378  NGVD 29 (??/??/92)  665.639  (m)         2183.85   (f) ADJ UNCH    2 0
 HG0378
 HG0378.Superseded values are not recommended for survey control.
 HG0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0378.See file dsdata.txt to determine how the superseded data were derived.
 HG0378
 HG0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG731827(NAD 83)
 HG0378_MARKER: DB = BENCH MARK DISK
 HG0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0378_STAMPING: M 193 1934
 HG0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0378+STABILITY: SURFACE MOTION
 HG0378
 HG0378  HISTORY     - Date     Condition        Report By
 HG0378  HISTORY     - 1934     MONUMENTED       CGS
 HG0378  HISTORY     - 1972     POOR             USGS
 HG0378
 HG0378                          STATION DESCRIPTION
 HG0378
 HG0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0378'13 MI N FROM GREENSBURG.
 HG0378'13.0 MILES NORTH OF GREENSBURG C.R.I. AND P. RR. STATION 44 FEET
 HG0378'SOUTH OF CENTERLINE OF STATE HIGHWAY 1.  112 FEET SOUTHWEST OF
 HG0378'THE SOUTHWEST CORNER OF WHITE FRAME CHURCH BUILDING.  2 FEET NORTH
 HG0378'OF FENCE LINE.
 HG0378
 HG0378                          STATION RECOVERY (1972)
 HG0378
 HG0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HG0378'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0541 ***********************************************************************
 JG0541  DESIGNATION -  M 194
 JG0541  PID         -  JG0541
 JG0541  STATE/COUNTY-  KS/NESS
 JG0541  USGS QUAD   -  OSGOOD (1980)
 JG0541
 JG0541                         *CURRENT SURVEY CONTROL
 JG0541  ___________________________________________________________________
 JG0541* NAD 83(1986)-  38 39 32.     (N)    099 46 20.     (W)     SCALED    
 JG0541* NAVD 88     -       743.222  (meters)    2438.39   (feet)  ADJUSTED  
 JG0541  ___________________________________________________________________
 JG0541  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 JG0541  DYNAMIC HT  -         742.638 (meters)    2436.47  (feet)  COMP
 JG0541  MODELED GRAV-     979,818.0   (mgal)                       NAVD 88
 JG0541
 JG0541  VERT ORDER  -  SECOND    CLASS 0
 JG0541
 JG0541.The horizontal coordinates were scaled from a topographic map and have
 JG0541.an estimated accuracy of +/- 6 seconds.
 JG0541
 JG0541.The orthometric height was determined by differential leveling
 JG0541.and adjusted by the National Geodetic Survey in June 1991..
 JG0541
 JG0541.The geoid height was determined by GEOID03.
 JG0541
 JG0541.The dynamic height is computed by dividing the NAVD 88
 JG0541.geopotential number by the normal gravity value computed on the
 JG0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0541.degrees latitude (g = 980.6199 gals.).
 JG0541
 JG0541.The modeled gravity was interpolated from observed gravity values.
 JG0541
 JG0541;                    North         East    Units  Estimated Accuracy
 JG0541;SPC KS S     -   621,870.      289,270.      MT  (+/- 180 meters Scaled)
 JG0541
 JG0541                          SUPERSEDED SURVEY CONTROL
 JG0541
 JG0541  NGVD 29 (??/??/92)  742.923  (m)         2437.41   (f) ADJ UNCH    2 0
 JG0541
 JG0541.Superseded values are not recommended for survey control.
 JG0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0541.See file dsdata.txt to determine how the superseded data were derived.
 JG0541
 JG0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH328792(NAD 83)
 JG0541_MARKER: DB = BENCH MARK DISK
 JG0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0541_STAMPING: M 194 1934
 JG0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0541+STABILITY: SURFACE MOTION
 JG0541
 JG0541  HISTORY     - Date     Condition        Report By
 JG0541  HISTORY     - 1934     MONUMENTED       CGS
 JG0541  HISTORY     - 1940     GOOD             NGS
 JG0541  HISTORY     - 1973     GOOD             USGS
 JG0541
 JG0541                          STATION DESCRIPTION
 JG0541
 JG0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0541'2 MI W FROM BROWNELL.
 JG0541'2.0 MILES WEST OF THE DEPOT IN BROWNELL, BENCH MARK IS ALONG THE
 JG0541'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  78 FEET WEST
 JG0541'OF THE EIGHTH POLE WEST OF MILEPOST NO. 618.  48 FEET NORTH
 JG0541'OF THE CENTER LINE OF THE TRACK.  43 FEET EAST OF A NORTH-SOUTH
 JG0541'SECTION LINE ROAD.  3.0 FEET WEST OF A 4 X 4 INCH WHITE WOODEN
 JG0541'POST PROJECTING 18 INCHES.  A STD. DISK B M IN CONCRETE POST
 JG0541'PROJECTING 4 INCHES.
 JG0541
 JG0541                          STATION RECOVERY (1973)
 JG0541
 JG0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JG0541'BROWNELL, 1.25 MI. N. AND 1.50 MI. W. OF. NEAR S. 1/16 TH COR.
 JG0541'BETWEEN SEC 16 AND 17, T. 16 S., R. 22 W. ABOUT 2.0 MI. NW. OF
 JG0541'BROWNELL ALONG THE M.P.R.R. 45 FT. N. AND 30 FT. E. OF N-S RD. AT
 JG0541'E-W. R.R. X-ING. 3 FT. S. OF N. R-O-W FT. AND 1 FT. W. OF METAL
 JG0541'WITNESS POST. A STANDARD USC AND GS TABLET STAMPED M-194 1934, SET
 JG0541'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0209 ***********************************************************************
 JG0209  DESIGNATION -  M 195
 JG0209  PID         -  JG0209
 JG0209  STATE/COUNTY-  KS/BARTON
 JG0209  USGS QUAD   -  OLMITZ (1969)
 JG0209
 JG0209                         *CURRENT SURVEY CONTROL
 JG0209  ___________________________________________________________________
 JG0209* NAD 83(1986)-  38 31 19.     (N)    098 59 26.     (W)     SCALED    
 JG0209* NAVD 88     -       601.317  (meters)    1972.82   (feet)  ADJUSTED  
 JG0209  ___________________________________________________________________
 JG0209  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0209  DYNAMIC HT  -         600.869 (meters)    1971.35  (feet)  COMP
 JG0209  MODELED GRAV-     979,862.4   (mgal)                       NAVD 88
 JG0209
 JG0209  VERT ORDER  -  SECOND    CLASS 0
 JG0209
 JG0209.The horizontal coordinates were scaled from a topographic map and have
 JG0209.an estimated accuracy of +/- 6 seconds.
 JG0209
 JG0209.The orthometric height was determined by differential leveling
 JG0209.and adjusted by the National Geodetic Survey in June 1991..
 JG0209
 JG0209.The geoid height was determined by GEOID03.
 JG0209
 JG0209.The dynamic height is computed by dividing the NAVD 88
 JG0209.geopotential number by the normal gravity value computed on the
 JG0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0209.degrees latitude (g = 980.6199 gals.).
 JG0209
 JG0209.The modeled gravity was interpolated from observed gravity values.
 JG0209
 JG0209;                    North         East    Units  Estimated Accuracy
 JG0209;SPC KS S     -   606,030.      357,220.      MT  (+/- 180 meters Scaled)
 JG0209
 JG0209                          SUPERSEDED SURVEY CONTROL
 JG0209
 JG0209  NGVD 29 (??/??/92)  601.081  (m)         1972.05   (f) ADJ UNCH    2 0
 JG0209
 JG0209.Superseded values are not recommended for survey control.
 JG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0209.See file dsdata.txt to determine how the superseded data were derived.
 JG0209
 JG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH008637(NAD 83)
 JG0209_MARKER: DB = BENCH MARK DISK
 JG0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0209_STAMPING: M 195 1934
 JG0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0209+STABILITY: SURFACE MOTION
 JG0209
 JG0209  HISTORY     - Date     Condition        Report By
 JG0209  HISTORY     - 1934     MONUMENTED       CGS
 JG0209
 JG0209                          STATION DESCRIPTION
 JG0209
 JG0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0209'9.1 MI W FROM BOYD.
 JG0209'9.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0209'STATION AT BOYD, BARTON COUNTY, 250 FEET SOUTHEAST OF MILEPOST
 JG0209'572, 105 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 3 FEET
 JG0209'WEST OF A PRIVATE ROAD LEADING TO A LARGE WHITE FARMHOUSE.  A
 JG0209'STANDARD DISK, STAMPED M 195 1934 AND SET IN THE TOP OF A
 JG0209'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0418 ***********************************************************************
 JG0418  DESIGNATION -  M 196
 JG0418  PID         -  JG0418
 JG0418  STATE/COUNTY-  KS/RUSH
 JG0418  USGS QUAD   -  LA CROSSE (1983)
 JG0418
 JG0418                         *CURRENT SURVEY CONTROL
 JG0418  ___________________________________________________________________
 JG0418* NAD 83(1986)-  38 33 12.     (N)    099 18 36.     (W)     SCALED    
 JG0418* NAVD 88     -       635.229  (meters)    2084.08   (feet)  ADJUSTED  
 JG0418  ___________________________________________________________________
 JG0418  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0418  DYNAMIC HT  -         634.742 (meters)    2082.48  (feet)  COMP
 JG0418  MODELED GRAV-     979,842.0   (mgal)                       NAVD 88
 JG0418
 JG0418  VERT ORDER  -  SECOND    CLASS 0
 JG0418
 JG0418.The horizontal coordinates were scaled from a topographic map and have
 JG0418.an estimated accuracy of +/- 6 seconds.
 JG0418
 JG0418.The orthometric height was determined by differential leveling
 JG0418.and adjusted by the National Geodetic Survey in June 1991..
 JG0418
 JG0418.The geoid height was determined by GEOID03.
 JG0418
 JG0418.The dynamic height is computed by dividing the NAVD 88
 JG0418.geopotential number by the normal gravity value computed on the
 JG0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0418.degrees latitude (g = 980.6199 gals.).
 JG0418
 JG0418.The modeled gravity was interpolated from observed gravity values.
 JG0418
 JG0418;                    North         East    Units  Estimated Accuracy
 JG0418;SPC KS S     -   609,710.      329,400.      MT  (+/- 180 meters Scaled)
 JG0418
 JG0418                          SUPERSEDED SURVEY CONTROL
 JG0418
 JG0418  NGVD 29 (??/??/92)  634.976  (m)         2083.25   (f) ADJ UNCH    2 0
 JG0418
 JG0418.Superseded values are not recommended for survey control.
 JG0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0418.See file dsdata.txt to determine how the superseded data were derived.
 JG0418
 JG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH729672(NAD 83)
 JG0418_MARKER: DB = BENCH MARK DISK
 JG0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0418_STAMPING: M 196 1934
 JG0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0418+STABILITY: SURFACE MOTION
 JG0418
 JG0418  HISTORY     - Date     Condition        Report By
 JG0418  HISTORY     - 1934     MONUMENTED       CGS
 JG0418  HISTORY     - 1940     GOOD             NGS
 JG0418
 JG0418                          STATION DESCRIPTION
 JG0418
 JG0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0418'1.6 MI N FROM LA CROSSE.
 JG0418'1.6 MILES NORTH ALONG HIGHWAYS FROM THE CITY HALL IN LA CROSSE.
 JG0418'ALONG THE RIGHT-OF-WAY OF HIGHWAYS U.S. NO. 183 AND STATE NO. 1.
 JG0418'0.1 MILE SOUTH OF A LARGE WHITE FARM HOUSE EAST OF THE HIGHWAY.
 JG0418'48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  40 FEET NORTH
 JG0418'OF CENTER LINE OF AN EAST-WEST ROAD.  3.0 FEET WEST OF A FENCE
 JG0418'CORNER.  2.5 FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN POST
 JG0418'PROJECTING 18 INCHES.  STD. DISK B M ON TOP OF AN 8 INCH SQUARE
 JG0418'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0419 ***********************************************************************
 JG0419  DESIGNATION -  M 196 RESET
 JG0419  PID         -  JG0419
 JG0419  STATE/COUNTY-  KS/RUSH
 JG0419  USGS QUAD   -  LA CROSSE (1983)
 JG0419
 JG0419                         *CURRENT SURVEY CONTROL
 JG0419  ___________________________________________________________________
 JG0419* NAD 83(1986)-  38 33 12.     (N)    099 18 36.     (W)     SCALED    
 JG0419* NAVD 88     -       635.25   (meters)    2084.1    (feet)  RESET     
 JG0419  ___________________________________________________________________
 JG0419  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0419
 JG0419  VERT ORDER  -  THIRD
 JG0419
 JG0419.The horizontal coordinates were scaled from a topographic map and have
 JG0419.an estimated accuracy of +/- 6 seconds.
 JG0419
 JG0419.The orthometric height was computed from unverified reset data.
 JG0419
 JG0419.The geoid height was determined by GEOID03.
 JG0419
 JG0419;                    North         East    Units  Estimated Accuracy
 JG0419;SPC KS S     -   609,710.      329,400.      MT  (+/- 180 meters Scaled)
 JG0419
 JG0419                          SUPERSEDED SURVEY CONTROL
 JG0419
 JG0419.No superseded survey control is available for this station.
 JG0419
 JG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH729672(NAD 83)
 JG0419_MARKER: DB = BENCH MARK DISK
 JG0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0419_STAMPING: M 196 RESET 1957
 JG0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0419+STABILITY: SURFACE MOTION
 JG0419
 JG0419  HISTORY     - Date     Condition        Report By
 JG0419  HISTORY     - 1957     MONUMENTED       CGS
 JG0419  HISTORY     - 1966     GOOD             USGS
 JG0419
 JG0419                          STATION DESCRIPTION
 JG0419
 JG0419'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JG0419'1.6 MI N FROM LA CROSSE.
 JG0419'1.6 MI. NORTH ALONG U.S. HWY. 183 FROM THE CITY HALL AT LA CROSSE.
 JG0419'ABOUT 60 FT. WEST AND 40 FT SOUTH OF A CROSSROAD.  6 FT. NORTH
 JG0419'OF A POWER POLE.  A STD. DISC SET IN A CONCRETE POST STAMPED
 JG0419'M 196 RESET 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1092 ***********************************************************************
 JF1092  DESIGNATION -  M 197
 JF1092  PID         -  JF1092
 JF1092  STATE/COUNTY-  KS/MCPHERSON
 JF1092  USGS QUAD   -  LINDSBORG (1979)
 JF1092
 JF1092                         *CURRENT SURVEY CONTROL
 JF1092  ___________________________________________________________________
 JF1092* NAD 83(1986)-  38 33 15.     (N)    097 42 11.     (W)     SCALED    
 JF1092* NAVD 88     -       408.342  (meters)    1339.70   (feet)  ADJUSTED  
 JF1092  ___________________________________________________________________
 JF1092  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 JF1092  DYNAMIC HT  -         408.053 (meters)    1338.75  (feet)  COMP
 JF1092  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 JF1092
 JF1092  VERT ORDER  -  SECOND    CLASS 0
 JF1092
 JF1092.The horizontal coordinates were scaled from a topographic map and have
 JF1092.an estimated accuracy of +/- 6 seconds.
 JF1092
 JF1092.The orthometric height was determined by differential leveling
 JF1092.and adjusted by the National Geodetic Survey in June 1991..
 JF1092
 JF1092.The geoid height was determined by GEOID03.
 JF1092
 JF1092.The dynamic height is computed by dividing the NAVD 88
 JF1092.geopotential number by the normal gravity value computed on the
 JF1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1092.degrees latitude (g = 980.6199 gals.).
 JF1092
 JF1092.The modeled gravity was interpolated from observed gravity values.
 JF1092
 JF1092;                    North         East    Units  Estimated Accuracy
 JF1092;SPC KS S     -   609,790.      469,470.      MT  (+/- 180 meters Scaled)
 JF1092
 JF1092                          SUPERSEDED SURVEY CONTROL
 JF1092
 JF1092  NGVD 29 (??/??/92)  408.210  (m)         1339.27   (f) ADJ UNCH    2 0
 JF1092
 JF1092.Superseded values are not recommended for survey control.
 JF1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1092.See file dsdata.txt to determine how the superseded data were derived.
 JF1092
 JF1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH130681(NAD 83)
 JF1092_MARKER: DB = BENCH MARK DISK
 JF1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1092_STAMPING: M-197 1934
 JF1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1092+STABILITY: SURFACE MOTION
 JF1092
 JF1092  HISTORY     - Date     Condition        Report By
 JF1092  HISTORY     - 1934     MONUMENTED       CGS
 JF1092  HISTORY     - 1964     MARK NOT FOUND   USGS
 JF1092
 JF1092                          STATION DESCRIPTION
 JF1092
 JF1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF1092'2.2 MI W FROM LINDSBORG.
 JF1092'2.2 MILES WEST OF LINDSBORG, CRIST MILL AT LINDSBORG, 390
 JF1092'FEET NORTHEAST OF MILE POST 498, 109 FEET NORTHEAST OF MISSOURI
 JF1092'PACIFIC RAILROAD BRIDGE 21C, 36 FEET NORTHWEST OF CENTERLINE
 JF1092'OF TRACK.
 JF1092
 JF1092                          STATION RECOVERY (1964)
 JF1092
 JF1092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JF1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0108 ***********************************************************************
 JG0108  DESIGNATION -  M 198
 JG0108  PID         -  JG0108
 JG0108  STATE/COUNTY-  KS/RICE
 JG0108  USGS QUAD   -  RAYMOND (1970)
 JG0108
 JG0108                         *CURRENT SURVEY CONTROL
 JG0108  ___________________________________________________________________
 JG0108* NAD 83(1986)-  38 16 03.     (N)    098 23 16.     (W)     SCALED    
 JG0108* NAVD 88     -       520.606  (meters)    1708.02   (feet)  ADJUSTED  
 JG0108  ___________________________________________________________________
 JG0108  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 JG0108  DYNAMIC HT  -         520.212 (meters)    1706.73  (feet)  COMP
 JG0108  MODELED GRAV-     979,856.5   (mgal)                       NAVD 88
 JG0108
 JG0108  VERT ORDER  -  SECOND    CLASS 0
 JG0108
 JG0108.The horizontal coordinates were scaled from a topographic map and have
 JG0108.an estimated accuracy of +/- 6 seconds.
 JG0108
 JG0108.The orthometric height was determined by differential leveling
 JG0108.and adjusted by the National Geodetic Survey in June 1991..
 JG0108
 JG0108.The geoid height was determined by GEOID03.
 JG0108
 JG0108.The dynamic height is computed by dividing the NAVD 88
 JG0108.geopotential number by the normal gravity value computed on the
 JG0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0108.degrees latitude (g = 980.6199 gals.).
 JG0108
 JG0108.The modeled gravity was interpolated from observed gravity values.
 JG0108
 JG0108;                    North         East    Units  Estimated Accuracy
 JG0108;SPC KS S     -   577,680.      409,820.      MT  (+/- 180 meters Scaled)
 JG0108
 JG0108                          SUPERSEDED SURVEY CONTROL
 JG0108
 JG0108  NGVD 29 (??/??/92)  520.464  (m)         1707.56   (f) ADJ UNCH    2 0
 JG0108
 JG0108.Superseded values are not recommended for survey control.
 JG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0108.See file dsdata.txt to determine how the superseded data were derived.
 JG0108
 JG0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH535356(NAD 83)
 JG0108_MARKER: DB = BENCH MARK DISK
 JG0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0108_STAMPING: M 198 1934
 JG0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0108+STABILITY: SURFACE MOTION
 JG0108
 JG0108  HISTORY     - Date     Condition        Report By
 JG0108  HISTORY     - 1934     MONUMENTED       CGS
 JG0108
 JG0108                          STATION DESCRIPTION
 JG0108
 JG0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0108'12.6 MI SE FROM ELLINWOOD.
 JG0108'IN RICE COUNTY, 12.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA
 JG0108'AND SANTA FE RAILWAY FROM THE STATION AT ELLINWOOD, BARTON
 JG0108'COUNTY, AT A ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE OF
 JG0108'THE NORTH-AND-SOUTH SECTION-LINE ROAD, 48 FEET NORTH OF THE
 JG0108'CENTERLINE OF THE TRACK, 12 FEET EAST OF A FENCE CORNER, AND 2
 JG0108'FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK,
 JG0108'STAMPED M 198 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0081 ***********************************************************************
 HG0081  DESIGNATION -  M 199
 HG0081  PID         -  HG0081
 HG0081  STATE/COUNTY-  KS/RENO
 HG0081  USGS QUAD   -  PARTRIDGE (1972)
 HG0081
 HG0081                         *CURRENT SURVEY CONTROL
 HG0081  ___________________________________________________________________
 HG0081* NAD 83(1986)-  37 58 11.     (N)    098 05 31.     (W)     SCALED    
 HG0081* NAVD 88     -       491.171  (meters)    1611.45   (feet)  ADJUSTED  
 HG0081  ___________________________________________________________________
 HG0081  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 HG0081  DYNAMIC HT  -         490.785 (meters)    1610.18  (feet)  COMP
 HG0081  MODELED GRAV-     979,828.7   (mgal)                       NAVD 88
 HG0081
 HG0081  VERT ORDER  -  SECOND    CLASS 0
 HG0081
 HG0081.The horizontal coordinates were scaled from a topographic map and have
 HG0081.an estimated accuracy of +/- 6 seconds.
 HG0081
 HG0081.The orthometric height was determined by differential leveling
 HG0081.and adjusted by the National Geodetic Survey in June 1991..
 HG0081
 HG0081.The geoid height was determined by GEOID03.
 HG0081
 HG0081.The dynamic height is computed by dividing the NAVD 88
 HG0081.geopotential number by the normal gravity value computed on the
 HG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0081.degrees latitude (g = 980.6199 gals.).
 HG0081
 HG0081.The modeled gravity was interpolated from observed gravity values.
 HG0081
 HG0081;                    North         East    Units  Estimated Accuracy
 HG0081;SPC KS S     -   544,700.      435,850.      MT  (+/- 180 meters Scaled)
 HG0081
 HG0081                          SUPERSEDED SURVEY CONTROL
 HG0081
 HG0081  NGVD 29 (??/??/92)  491.020  (m)         1610.95   (f) ADJ UNCH    2 0
 HG0081
 HG0081.Superseded values are not recommended for survey control.
 HG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0081.See file dsdata.txt to determine how the superseded data were derived.
 HG0081
 HG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH797028(NAD 83)
 HG0081_MARKER: DB = BENCH MARK DISK
 HG0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0081_STAMPING: M 199 1934
 HG0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0081+STABILITY: SURFACE MOTION
 HG0081
 HG0081  HISTORY     - Date     Condition        Report By
 HG0081  HISTORY     - 1934     MONUMENTED       CGS
 HG0081
 HG0081                          STATION DESCRIPTION
 HG0081
 HG0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0081'10.9 MI SW FROM HUTCHINSON.
 HG0081'10.9 MILES SOUTHWEST OF AT AND SF RR DEPOT AT HUTCHINSON 2 FEET
 HG0081'SOUTH OF MILE POST 229.  300 FEET WEST OF ATCHISON TOPEKA AND
 HG0081'SANTA FE RAILROAD DEPOT AT PARTRIDGE.  52 FEET SOUTH OF
 HG0081'CENTERLINE OF MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0025 ***********************************************************************
 JH0025  DESIGNATION -  M 20
 JH0025  PID         -  JH0025
 JH0025  STATE/COUNTY-  KS/LANE
 JH0025  USGS QUAD   -  PENDENNIS (1974)
 JH0025
 JH0025                         *CURRENT SURVEY CONTROL
 JH0025  ___________________________________________________________________
 JH0025* NAD 83(1986)-  38 38 23.     (N)    100 17 11.     (W)     SCALED    
 JH0025* NAVD 88     -       822.356  (meters)    2698.01   (feet)  ADJUSTED  
 JH0025  ___________________________________________________________________
 JH0025  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 JH0025  DYNAMIC HT  -         821.688 (meters)    2695.82  (feet)  COMP
 JH0025  MODELED GRAV-     979,788.7   (mgal)                       NAVD 88
 JH0025
 JH0025  VERT ORDER  -  SECOND    CLASS 0
 JH0025
 JH0025.The horizontal coordinates were scaled from a topographic map and have
 JH0025.an estimated accuracy of +/- 6 seconds.
 JH0025
 JH0025.The orthometric height was determined by differential leveling
 JH0025.and adjusted by the National Geodetic Survey in June 1991..
 JH0025
 JH0025.The geoid height was determined by GEOID03.
 JH0025
 JH0025.The dynamic height is computed by dividing the NAVD 88
 JH0025.geopotential number by the normal gravity value computed on the
 JH0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0025.degrees latitude (g = 980.6199 gals.).
 JH0025
 JH0025.The modeled gravity was interpolated from observed gravity values.
 JH0025
 JH0025;                    North         East    Units  Estimated Accuracy
 JH0025;SPC KS S     -   620,480.      244,480.      MT  (+/- 180 meters Scaled)
 JH0025
 JH0025                          SUPERSEDED SURVEY CONTROL
 JH0025
 JH0025  NGVD 29 (??/??/92)  822.052  (m)         2697.02   (f) ADJ UNCH    2 0
 JH0025
 JH0025.Superseded values are not recommended for survey control.
 JH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0025.See file dsdata.txt to determine how the superseded data were derived.
 JH0025
 JH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH880775(NAD 83)
 JH0025_MARKER: DB = BENCH MARK DISK
 JH0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0025+STABILITY: SURFACE MOTION
 JH0025
 JH0025  HISTORY     - Date     Condition        Report By
 JH0025  HISTORY     - UNK      MONUMENTED       CGS
 JH0025  HISTORY     - 1934     GOOD             NGS
 JH0025
 JH0025                          STATION DESCRIPTION
 JH0025
 JH0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0025'2.6 MI E FROM PENDENNIS.
 JH0025'2.6 MILE EAST BY RAIL.  LOCATED ALONG THE R. OF W. OF THE
 JH0025'M.P.R.R. CO.  124 FT. NORTH OF THE CENTER LINE OF HIGHWAY NO. 4.
 JH0025'48 FT. NORTH OF THE CENTER LINE OF THE TRACK.  30 FT. WEST OF
 JH0025'THE CENTER LINE OF PRIVATE ROAD.  14 FT. N.W. OF POLE NO. 646-32.
 JH0025'IN SECTION 22 R 27 W T16S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0131 ***********************************************************************
 HH0131  DESIGNATION -  M 21
 HH0131  PID         -  HH0131
 HH0131  STATE/COUNTY-  KS/SEWARD
 HH0131  USGS QUAD   -  LIBERAL NE (1977)
 HH0131
 HH0131                         *CURRENT SURVEY CONTROL
 HH0131  ___________________________________________________________________
 HH0131* NAD 83(1986)-  37 09 40.     (N)    100 46 32.     (W)     SCALED    
 HH0131* NAVD 88     -       805.959  (meters)    2644.22   (feet)  ADJUSTED  
 HH0131  ___________________________________________________________________
 HH0131  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 HH0131  DYNAMIC HT  -         805.192 (meters)    2641.70  (feet)  COMP
 HH0131  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 HH0131
 HH0131  VERT ORDER  -  SECOND    CLASS 0
 HH0131
 HH0131.The horizontal coordinates were scaled from a topographic map and have
 HH0131.an estimated accuracy of +/- 6 seconds.
 HH0131
 HH0131.The orthometric height was determined by differential leveling
 HH0131.and adjusted by the National Geodetic Survey in June 1991..
 HH0131
 HH0131.The geoid height was determined by GEOID03.
 HH0131
 HH0131.The dynamic height is computed by dividing the NAVD 88
 HH0131.geopotential number by the normal gravity value computed on the
 HH0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0131.degrees latitude (g = 980.6199 gals.).
 HH0131
 HH0131.The modeled gravity was interpolated from observed gravity values.
 HH0131
 HH0131;                    North         East    Units  Estimated Accuracy
 HH0131;SPC KS S     -   457,340.      197,890.      MT  (+/- 180 meters Scaled)
 HH0131
 HH0131                          SUPERSEDED SURVEY CONTROL
 HH0131
 HH0131  NGVD 29 (??/??/92)  805.608  (m)         2643.07   (f) ADJ UNCH    2 0
 HH0131
 HH0131.Superseded values are not recommended for survey control.
 HH0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0131.See file dsdata.txt to determine how the superseded data were derived.
 HH0131
 HH0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG423142(NAD 83)
 HH0131_MARKER: DB = BENCH MARK DISK
 HH0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0131_STAMPING: M 21 1933
 HH0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0131+STABILITY: SURFACE MOTION
 HH0131
 HH0131  HISTORY     - Date     Condition        Report By
 HH0131  HISTORY     - 1933     MONUMENTED       CGS
 HH0131  HISTORY     - 1984     MARK NOT FOUND   KSDT
 HH0131
 HH0131                          STATION DESCRIPTION
 HH0131
 HH0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0131'2.4 MI NE FROM ARKALON.
 HH0131'ABOUT 2.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0131'PACIFIC RAILWAY FROM THE STATION AT ARKALON, SEWARD COUNTY,
 HH0131'ABOUT 34 POLES SOUTHWEST OF MILEPOST 418, AT THE SOUTHWEST END
 HH0131'OF A FILL, ABOUT 100 FEET NORTHWEST OF THE CENTER LINE OF THE
 HH0131'TRACK, 42 FEET NORTHWEST OF A POLE, AND 2 FEET SOUTHEAST OF
 HH0131'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 21 1933 AND
 HH0131'SET IN THE TOP OF A CONCRETE POST.
 HH0131
 HH0131                          STATION RECOVERY (1984)
 HH0131
 HH0131'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1984
 HH0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0876 ***********************************************************************
 JF0876  DESIGNATION -  M 212
 JF0876  PID         -  JF0876
 JF0876  STATE/COUNTY-  KS/MCPHERSON
 JF0876  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0876
 JF0876                         *CURRENT SURVEY CONTROL
 JF0876  ___________________________________________________________________
 JF0876* NAD 83(1986)-  38 17 28.     (N)    097 37 35.     (W)     SCALED    
 JF0876* NAVD 88     -       452.823  (meters)    1485.64   (feet)  ADJUSTED  
 JF0876  ___________________________________________________________________
 JF0876  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 JF0876  DYNAMIC HT  -         452.490 (meters)    1484.54  (feet)  COMP
 JF0876  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 JF0876
 JF0876  VERT ORDER  -  SECOND    CLASS 0
 JF0876
 JF0876.The horizontal coordinates were scaled from a topographic map and have
 JF0876.an estimated accuracy of +/- 6 seconds.
 JF0876
 JF0876.The orthometric height was determined by differential leveling
 JF0876.and adjusted by the National Geodetic Survey in June 1991..
 JF0876
 JF0876.The geoid height was determined by GEOID03.
 JF0876
 JF0876.The dynamic height is computed by dividing the NAVD 88
 JF0876.geopotential number by the normal gravity value computed on the
 JF0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0876.degrees latitude (g = 980.6199 gals.).
 JF0876
 JF0876.The modeled gravity was interpolated from observed gravity values.
 JF0876
 JF0876;                    North         East    Units  Estimated Accuracy
 JF0876;SPC KS S     -   580,650.      476,420.      MT  (+/- 180 meters Scaled)
 JF0876
 JF0876                          SUPERSEDED SURVEY CONTROL
 JF0876
 JF0876  NGVD 29 (??/??/92)  452.674  (m)         1485.15   (f) ADJ UNCH    2 0
 JF0876
 JF0876.Superseded values are not recommended for survey control.
 JF0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0876.See file dsdata.txt to determine how the superseded data were derived.
 JF0876
 JF0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH201390(NAD 83)
 JF0876_MARKER: DB = BENCH MARK DISK
 JF0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0876_STAMPING: M 212 1934
 JF0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0876+STABILITY: SURFACE MOTION
 JF0876
 JF0876  HISTORY     - Date     Condition        Report By
 JF0876  HISTORY     - 1934     MONUMENTED       CGS
 JF0876  HISTORY     - 1953     GOOD             NGS
 JF0876
 JF0876                          STATION DESCRIPTION
 JF0876
 JF0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JF0876'AT ELYRIA.
 JF0876'AT ELYRIA, MC PHERSON COUNTY, 87 FEET NORTHWEST OF THE NORTHWEST
 JF0876'CORNER OF THE MISSOURI PACIFIC RAILROAD STATION, ABOUT 1 POLE
 JF0876'NORTH OF MILEPOST 510, 17 FEET SOUTHWEST OF NEAR RAIL OF THE
 JF0876'TRACK.  A STANDARD DISK, STAMPED M 212 1934, AND SET IN THE TOP
 JF0876'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0732 ***********************************************************************
 JF0732  DESIGNATION -  M 214
 JF0732  PID         -  JF0732
 JF0732  STATE/COUNTY-  KS/MARION
 JF0732  USGS QUAD   -  DURHAM (1985)
 JF0732
 JF0732                         *CURRENT SURVEY CONTROL
 JF0732  ___________________________________________________________________
 JF0732* NAD 83(1986)-  38 28 58.     (N)    097 13 39.     (W)     SCALED    
 JF0732* NAVD 88     -       418.625  (meters)    1373.44   (feet)  ADJUSTED  
 JF0732  ___________________________________________________________________
 JF0732  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 JF0732  DYNAMIC HT  -         418.312 (meters)    1372.41  (feet)  COMP
 JF0732  MODELED GRAV-     979,870.7   (mgal)                       NAVD 88
 JF0732
 JF0732  VERT ORDER  -  SECOND    CLASS 0
 JF0732
 JF0732.The horizontal coordinates were scaled from a topographic map and have
 JF0732.an estimated accuracy of +/- 6 seconds.
 JF0732
 JF0732.The orthometric height was determined by differential leveling
 JF0732.and adjusted by the National Geodetic Survey in June 1991..
 JF0732
 JF0732.The geoid height was determined by GEOID03.
 JF0732
 JF0732.The dynamic height is computed by dividing the NAVD 88
 JF0732.geopotential number by the normal gravity value computed on the
 JF0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0732.degrees latitude (g = 980.6199 gals.).
 JF0732
 JF0732.The modeled gravity was interpolated from observed gravity values.
 JF0732
 JF0732;                    North         East    Units  Estimated Accuracy
 JF0732;SPC KS S     -   602,320.      511,030.      MT  (+/- 180 meters Scaled)
 JF0732
 JF0732                          SUPERSEDED SURVEY CONTROL
 JF0732
 JF0732  NGVD 29 (??/??/92)  418.454  (m)         1372.88   (f) ADJ UNCH    2 0
 JF0732
 JF0732.Superseded values are not recommended for survey control.
 JF0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0732.See file dsdata.txt to determine how the superseded data were derived.
 JF0732
 JF0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH546608(NAD 83)
 JF0732_MARKER: DB = BENCH MARK DISK
 JF0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0732+STABILITY: SURFACE MOTION
 JF0732
 JF0732  HISTORY     - Date     Condition        Report By
 JF0732  HISTORY     - UNK      MONUMENTED       CGS
 JF0732  HISTORY     - 1935     GOOD             NGS
 JF0732  HISTORY     - 1960     MARK NOT FOUND   USGS
 JF0732
 JF0732                          STATION DESCRIPTION
 JF0732
 JF0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0732'IN DURHAM.
 JF0732'ON THE ROCK ISLAND R.R. 45 FEET WEST OF THE WEST CORNER OF THE
 JF0732'DEPOT, 30 FEET NORTH OF THE HOUSE TRACK, 3 FEET EAST OF
 JF0732'SIDEWALK AT CULVERT.
 JF0732
 JF0732                          STATION RECOVERY (1960)
 JF0732
 JF0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JF0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0421 ***********************************************************************
 JF0421  DESIGNATION -  M 215
 JF0421  PID         -  JF0421
 JF0421  STATE/COUNTY-  KS/MORRIS
 JF0421  USGS QUAD   -  DWIGHT (1971)
 JF0421
 JF0421                         *CURRENT SURVEY CONTROL
 JF0421  ___________________________________________________________________
 JF0421* NAD 83(1986)-  38 51 15.     (N)    096 33 28.     (W)     SCALED    
 JF0421* NAVD 88     -       465.483  (meters)    1527.17   (feet)  ADJUSTED  
 JF0421  ___________________________________________________________________
 JF0421  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 JF0421  DYNAMIC HT  -         465.159 (meters)    1526.11  (feet)  COMP
 JF0421  MODELED GRAV-     979,916.4   (mgal)                       NAVD 88
 JF0421
 JF0421  VERT ORDER  -  SECOND    CLASS 0
 JF0421
 JF0421.The horizontal coordinates were scaled from a topographic map and have
 JF0421.an estimated accuracy of +/- 6 seconds.
 JF0421
 JF0421.The orthometric height was determined by differential leveling
 JF0421.and adjusted by the National Geodetic Survey in June 1991..
 JF0421
 JF0421.The geoid height was determined by GEOID03.
 JF0421
 JF0421.The dynamic height is computed by dividing the NAVD 88
 JF0421.geopotential number by the normal gravity value computed on the
 JF0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0421.degrees latitude (g = 980.6199 gals.).
 JF0421
 JF0421.The modeled gravity was interpolated from observed gravity values.
 JF0421
 JF0421;                    North         East    Units  Estimated Accuracy
 JF0421;SPC KS N     -    58,820.      525,180.      MT  (+/- 180 meters Scaled)
 JF0421
 JF0421                          SUPERSEDED SURVEY CONTROL
 JF0421
 JF0421  NGVD 29 (??/??/92)  465.314  (m)         1526.62   (f) ADJ UNCH    2 0
 JF0421
 JF0421.Superseded values are not recommended for survey control.
 JF0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0421.See file dsdata.txt to determine how the superseded data were derived.
 JF0421
 JF0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ119034(NAD 83)
 JF0421_MARKER: DB = BENCH MARK DISK
 JF0421_SETTING: 0 = UNSPECIFIED SETTING
 JF0421_STAMPING: M 215 1934
 JF0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0421
 JF0421  HISTORY     - Date     Condition        Report By
 JF0421  HISTORY     - 1934     MONUMENTED       CGS
 JF0421  HISTORY     - 1968     GOOD             NGS
 JF0421
 JF0421                          STATION DESCRIPTION
 JF0421
 JF0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JF0421'2 MI NE FROM DWIGHT.
 JF0421'ABOUT 2 MILES EAST ALONG CHICAGO ROCK ISLAND AND PACIFIC RAILROAD
 JF0421'CO. FROM STATION IN DWIGHT, IN THE SOUTHWEST ANGLE OF CROSSING,
 JF0421'69 FEET SOUTH OF SOUTH RAIL, 35 FEET WEST OF CENTER LINE OF
 JF0421'GRAVELED ROAD, 3 FEET NORTH-NORTHWEST OF A CORNER FENCE POST,
 JF0421'1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0068 ***********************************************************************
 HH0068  DESIGNATION -  M 22 RESET
 HH0068  PID         -  HH0068
 HH0068  STATE/COUNTY-  KS/MEADE
 HH0068  USGS QUAD   -  FOWLER SW (1967)
 HH0068
 HH0068                         *CURRENT SURVEY CONTROL
 HH0068  ___________________________________________________________________
 HH0068* NAD 83(1986)-  37 21 44.     (N)    100 13 17.     (W)     SCALED    
 HH0068* NAVD 88     -       752.21   (meters)    2467.9    (feet)  RESET     
 HH0068  ___________________________________________________________________
 HH0068  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 HH0068
 HH0068  VERT ORDER  -  THIRD
 HH0068
 HH0068.The horizontal coordinates were scaled from a topographic map and have
 HH0068.an estimated accuracy of +/- 6 seconds.
 HH0068
 HH0068.The orthometric height was computed from unverified reset data.
 HH0068
 HH0068.The geoid height was determined by GEOID03.
 HH0068
 HH0068;                    North         East    Units  Estimated Accuracy
 HH0068;SPC KS S     -   478,600.      247,520.      MT  (+/- 180 meters Scaled)
 HH0068
 HH0068                          SUPERSEDED SURVEY CONTROL
 HH0068
 HH0068.No superseded survey control is available for this station.
 HH0068
 HH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG918357(NAD 83)
 HH0068_MARKER: DB = BENCH MARK DISK
 HH0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HH0068_SP_SET: BRIDGE
 HH0068_STAMPING: M 22 RESET 1957
 HH0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0068
 HH0068  HISTORY     - Date     Condition        Report By
 HH0068  HISTORY     - 1957     MONUMENTED       KSHC
 HH0068
 HH0068                          STATION DESCRIPTION
 HH0068
 HH0068'DESCRIBED BY KS HIGHWAY COMM 1957
 HH0068'1.8 MI SW FROM FOWLER.
 HH0068'1.8 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HH0068'RAILWAY FROM THE STATION AT FOWLER, ABOUT 22 1/2 POLES SOUTHWEST OF
 HH0068'MILEPOST 382, OPPOSITE WOODEN BRIDGE 3825, AT A 90-FOOT HIGHWAY
 HH0068'BRIDGE AND IN THE TOP OF THE NORTHEAST ONE OF THE NORTHWEST
 HH0068'CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0822 ***********************************************************************
 JE0822  DESIGNATION -  M 222
 JE0822  PID         -  JE0822
 JE0822  STATE/COUNTY-  KS/JOHNSON
 JE0822  USGS QUAD   -  SPRING HILL (1957)
 JE0822
 JE0822                         *CURRENT SURVEY CONTROL
 JE0822  ___________________________________________________________________
 JE0822* NAD 83(1986)-  38 42 44.     (N)    094 48 59.     (W)     SCALED    
 JE0822* NAVD 88     -       296.126  (meters)     971.54   (feet)  ADJUSTED  
 JE0822  ___________________________________________________________________
 JE0822  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 JE0822  DYNAMIC HT  -         295.923 (meters)     970.87  (feet)  COMP
 JE0822  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 JE0822
 JE0822  VERT ORDER  -  SECOND    CLASS 0
 JE0822
 JE0822.The horizontal coordinates were scaled from a topographic map and have
 JE0822.an estimated accuracy of +/- 6 seconds.
 JE0822
 JE0822.The orthometric height was determined by differential leveling
 JE0822.and adjusted by the National Geodetic Survey in June 1991..
 JE0822
 JE0822.The geoid height was determined by GEOID03.
 JE0822
 JE0822.The dynamic height is computed by dividing the NAVD 88
 JE0822.geopotential number by the normal gravity value computed on the
 JE0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0822.degrees latitude (g = 980.6199 gals.).
 JE0822
 JE0822.The modeled gravity was interpolated from observed gravity values.
 JE0822
 JE0822;                    North         East    Units  Estimated Accuracy
 JE0822;SPC KS N     -    46,930.      676,840.      MT  (+/- 180 meters Scaled)
 JE0822
 JE0822                          SUPERSEDED SURVEY CONTROL
 JE0822
 JE0822  NGVD 29 (??/??/92)  295.998  (m)          971.12   (f) ADJ UNCH    2 0
 JE0822
 JE0822.Superseded values are not recommended for survey control.
 JE0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0822.See file dsdata.txt to determine how the superseded data were derived.
 JE0822
 JE0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC420864(NAD 83)
 JE0822_MARKER: DB = BENCH MARK DISK
 JE0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0822_STAMPING: M 222 1934
 JE0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0822+STABILITY: SURFACE MOTION
 JE0822
 JE0822  HISTORY     - Date     Condition        Report By
 JE0822  HISTORY     - 1934     MONUMENTED       CGS
 JE0822  HISTORY     - 1950     MARK NOT FOUND   NGS
 JE0822
 JE0822                          STATION DESCRIPTION
 JE0822
 JE0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0822'2 MI S FROM SPRING HILL.
 JE0822'IN MIAMI COUNTY, 2.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO
 JE0822'RAILWAY FROM SPRING HILL, JOHNSON COUNTY, 32 FEET SOUTH OF THE
 JE0822'THIRTEENTH POLE SOUTH OF MILEPOST 32, 24 FEET WEST OF THE CENTERLINE
 JE0822'OF THE WEST TRACK, AND 10 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 JE0822'A STANDARD DISK, STAMPED M 222 1934 AND SET IN THE TOP OF A
 JE0822'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0362 ***********************************************************************
 JF0362  DESIGNATION -  M 223
 JF0362  PID         -  JF0362
 JF0362  STATE/COUNTY-  KS/MORRIS
 JF0362  USGS QUAD   -  COUNCIL GROVE LAKE (1971)
 JF0362
 JF0362                         *CURRENT SURVEY CONTROL
 JF0362  ___________________________________________________________________
 JF0362* NAD 83(1986)-  38 43 12.     (N)    096 33 03.     (W)     SCALED    
 JF0362* NAVD 88     -       391.649  (meters)    1284.94   (feet)  ADJUSTED  
 JF0362  ___________________________________________________________________
 JF0362  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 JF0362  DYNAMIC HT  -         391.375 (meters)    1284.04  (feet)  COMP
 JF0362  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 JF0362
 JF0362  VERT ORDER  -  SECOND    CLASS 0
 JF0362
 JF0362.The horizontal coordinates were scaled from a topographic map and have
 JF0362.an estimated accuracy of +/- 6 seconds.
 JF0362
 JF0362.The orthometric height was determined by differential leveling
 JF0362.and adjusted by the National Geodetic Survey in June 1991..
 JF0362
 JF0362.The geoid height was determined by GEOID03.
 JF0362
 JF0362.The dynamic height is computed by dividing the NAVD 88
 JF0362.geopotential number by the normal gravity value computed on the
 JF0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0362.degrees latitude (g = 980.6199 gals.).
 JF0362
 JF0362.The modeled gravity was interpolated from observed gravity values.
 JF0362
 JF0362;                    North         East    Units  Estimated Accuracy
 JF0362;SPC KS N     -    43,930.      526,020.      MT  (+/- 180 meters Scaled)
 JF0362
 JF0362                          SUPERSEDED SURVEY CONTROL
 JF0362
 JF0362  NGVD 29 (??/??/92)  391.505  (m)         1284.46   (f) ADJ UNCH    2 0
 JF0362
 JF0362.Superseded values are not recommended for survey control.
 JF0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0362.See file dsdata.txt to determine how the superseded data were derived.
 JF0362
 JF0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH129885(NAD 83)
 JF0362_MARKER: DB = BENCH MARK DISK
 JF0362_SETTING: 0 = UNSPECIFIED SETTING
 JF0362_STAMPING: M 223 1934
 JF0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0362
 JF0362  HISTORY     - Date     Condition        Report By
 JF0362  HISTORY     - 1934     MONUMENTED       CGS
 JF0362  HISTORY     - 1968     GOOD             NGS
 JF0362  HISTORY     - 1971     MARK NOT FOUND   USGS
 JF0362
 JF0362                          STATION DESCRIPTION
 JF0362
 JF0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JF0362'1.5 MI SE FROM KESLO.
 JF0362'ABOUT 1.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM MAIN CROSSROAD
 JF0362'AT KESLO, 125 FEET NORTH OF GRAVELED ROAD, 48 FEET NORTH OF
 JF0362'CENTER OF OLD TRACK BED, 15 FEET WEST OF CENTER OF FIELD ROAD,
 JF0362'1 FOOT EAST OF A METAL WITNESS POST, AT A ROADCROSSING AND
 JF0362'PROJECTS 3 INCHES.  NOTE-- OLD RAILROAD HAS BEEN ABANDONED.
 JF0362'DOWNING IS NOW VILLAGE OF KESLO.
 JF0362
 JF0362                          STATION RECOVERY (1971)
 JF0362
 JF0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JF0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0383 ***********************************************************************
 HE0383  DESIGNATION -  M 224
 HE0383  PID         -  HE0383
 HE0383  STATE/COUNTY-  KS/NEOSHO
 HE0383  USGS QUAD   -  ERIE (1973)
 HE0383
 HE0383                         *CURRENT SURVEY CONTROL
 HE0383  ___________________________________________________________________
 HE0383* NAD 83(1986)-  37 34 59.     (N)    095 08 34.     (W)     SCALED    
 HE0383* NAVD 88     -       277.028  (meters)     908.88   (feet)  ADJUSTED  
 HE0383  ___________________________________________________________________
 HE0383  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0383  DYNAMIC HT  -         276.813 (meters)     908.18  (feet)  COMP
 HE0383  MODELED GRAV-     979,846.9   (mgal)                       NAVD 88
 HE0383
 HE0383  VERT ORDER  -  SECOND    CLASS 0
 HE0383
 HE0383.The horizontal coordinates were scaled from a topographic map and have
 HE0383.an estimated accuracy of +/- 6 seconds.
 HE0383
 HE0383.The orthometric height was determined by differential leveling
 HE0383.and adjusted by the National Geodetic Survey in June 1991..
 HE0383
 HE0383.The geoid height was determined by GEOID03.
 HE0383
 HE0383.The dynamic height is computed by dividing the NAVD 88
 HE0383.geopotential number by the normal gravity value computed on the
 HE0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0383.degrees latitude (g = 980.6199 gals.).
 HE0383
 HE0383.The modeled gravity was interpolated from observed gravity values.
 HE0383
 HE0383;                    North         East    Units  Estimated Accuracy
 HE0383;SPC KS S     -   507,040.      696,460.      MT  (+/- 180 meters Scaled)
 HE0383
 HE0383                          SUPERSEDED SURVEY CONTROL
 HE0383
 HE0383  NGVD 29 (??/??/92)  276.904  (m)          908.48   (f) ADJ UNCH    2 0
 HE0383
 HE0383.Superseded values are not recommended for survey control.
 HE0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0383.See file dsdata.txt to determine how the superseded data were derived.
 HE0383
 HE0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB107617(NAD 83)
 HE0383_MARKER: DB = BENCH MARK DISK
 HE0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0383_STAMPING: M 224 1935
 HE0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0383+STABILITY: SURFACE MOTION
 HE0383
 HE0383  HISTORY     - Date     Condition        Report By
 HE0383  HISTORY     - 1935     MONUMENTED       CGS
 HE0383  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0383
 HE0383                          STATION DESCRIPTION
 HE0383
 HE0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0383'2.1 MI E FROM TRENT.
 HE0383'2.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0383'FROM THE STATION AT TRENT, NEOSHO COUNTY, 4 POLES EAST OF
 HE0383'MILEPOST 20, AT A ROAD CROSSING, 40 FEET WEST OF THE CENTER
 HE0383'LINE OF THE ROAD, AND 40 FEET NORTH OF THE CENTER LINE O F THE
 HE0383'TRACK.  A STANDARD DISK, STAMPED M 224 1935 AND SET IN THE
 HE0383'TOP OF A CONCRETE POST.
 HE0383
 HE0383                          STATION RECOVERY (1964)
 HE0383
 HE0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1324 ***********************************************************************
 JE1324  DESIGNATION -  M 230
 JE1324  PID         -  JE1324
 JE1324  STATE/COUNTY-  KS/OSAGE
 JE1324  USGS QUAD   -  QUENEMO (1965)
 JE1324
 JE1324                         *CURRENT SURVEY CONTROL
 JE1324  ___________________________________________________________________
 JE1324* NAD 83(1986)-  38 36 01.     (N)    095 31 37.     (W)     SCALED    
 JE1324* NAVD 88     -       284.791  (meters)     934.35   (feet)  ADJUSTED  
 JE1324  ___________________________________________________________________
 JE1324  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JE1324  DYNAMIC HT  -         284.591 (meters)     933.70  (feet)  COMP
 JE1324  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 JE1324
 JE1324  VERT ORDER  -  SECOND    CLASS 0
 JE1324
 JE1324.The horizontal coordinates were scaled from a topographic map and have
 JE1324.an estimated accuracy of +/- 6 seconds.
 JE1324
 JE1324.The orthometric height was determined by differential leveling
 JE1324.and adjusted by the National Geodetic Survey in June 1991..
 JE1324
 JE1324.The geoid height was determined by GEOID03.
 JE1324
 JE1324.The dynamic height is computed by dividing the NAVD 88
 JE1324.geopotential number by the normal gravity value computed on the
 JE1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1324.degrees latitude (g = 980.6199 gals.).
 JE1324
 JE1324.The modeled gravity was interpolated from observed gravity values.
 JE1324
 JE1324;                    North         East    Units  Estimated Accuracy
 JE1324;SPC KS S     -   618,740.      658,950.      MT  (+/- 180 meters Scaled)
 JE1324
 JE1324                          SUPERSEDED SURVEY CONTROL
 JE1324
 JE1324  NGVD 29 (??/??/92)  284.651  (m)          933.89   (f) ADJ UNCH    2 0
 JE1324
 JE1324.Superseded values are not recommended for survey control.
 JE1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1324.See file dsdata.txt to determine how the superseded data were derived.
 JE1324
 JE1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC799754(NAD 83)
 JE1324_MARKER: DB = BENCH MARK DISK
 JE1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1324+STABILITY: SURFACE MOTION
 JE1324
 JE1324  HISTORY     - Date     Condition        Report By
 JE1324  HISTORY     - UNK      MONUMENTED       CGS
 JE1324  HISTORY     - 1935     GOOD             NGS
 JE1324  HISTORY     - 1950     MARK NOT FOUND   NGS
 JE1324
 JE1324                          STATION DESCRIPTION
 JE1324
 JE1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1324'0.4 MI W FROM LOMAX.
 JE1324'0.4 MILE W. OF LOMAX STATION ALONG MO. PAC. RR. AT MP 368/32.
 JE1324'MARK IS 4 YDS. N. OF CENTER LINE OF MAIN TRACK, 19 YDS. W. OF
 JE1324'CENTER LINE OF U.S. HIGHWAY 50-S CROSSING AND 4 YDS. W. OF DOUBLE
 JE1324'3 X 4 CONC. CULVERT.
 JE1324
 JE1324                          STATION RECOVERY (1950)
 JE1324
 JE1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0002 ***********************************************************************
 JF0002  DESIGNATION -  M 231
 JF0002  PID         -  JF0002
 JF0002  STATE/COUNTY-  KS/WABAUNSEE
 JF0002  USGS QUAD   -  HESSDALE (1983)
 JF0002
 JF0002                         *CURRENT SURVEY CONTROL
 JF0002  ___________________________________________________________________
 JF0002* NAD 83(1986)-  38 55 36.     (N)    096 13 38.     (W)     SCALED    
 JF0002* NAVD 88     -       351.891  (meters)    1154.50   (feet)  ADJUSTED  
 JF0002  ___________________________________________________________________
 JF0002  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 JF0002  DYNAMIC HT  -         351.649 (meters)    1153.70  (feet)  COMP
 JF0002  MODELED GRAV-     979,929.8   (mgal)                       NAVD 88
 JF0002
 JF0002  VERT ORDER  -  SECOND    CLASS 0
 JF0002
 JF0002.The horizontal coordinates were scaled from a topographic map and have
 JF0002.an estimated accuracy of +/- 6 seconds.
 JF0002
 JF0002.The orthometric height was determined by differential leveling
 JF0002.and adjusted by the National Geodetic Survey in June 1991..
 JF0002
 JF0002.The geoid height was determined by GEOID03.
 JF0002
 JF0002.The dynamic height is computed by dividing the NAVD 88
 JF0002.geopotential number by the normal gravity value computed on the
 JF0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0002.degrees latitude (g = 980.6199 gals.).
 JF0002
 JF0002.The modeled gravity was interpolated from observed gravity values.
 JF0002
 JF0002;                    North         East    Units  Estimated Accuracy
 JF0002;SPC KS N     -    67,370.      553,710.      MT  (+/- 180 meters Scaled)
 JF0002
 JF0002                          SUPERSEDED SURVEY CONTROL
 JF0002
 JF0002  NGVD 29 (??/??/92)  351.753  (m)         1154.04   (f) ADJ UNCH    2 0
 JF0002
 JF0002.Superseded values are not recommended for survey control.
 JF0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0002.See file dsdata.txt to determine how the superseded data were derived.
 JF0002
 JF0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ403122(NAD 83)
 JF0002_MARKER: DB = BENCH MARK DISK
 JF0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0002+STABILITY: SURFACE MOTION
 JF0002
 JF0002  HISTORY     - Date     Condition        Report By
 JF0002  HISTORY     - UNK      MONUMENTED       CGS
 JF0002  HISTORY     - 1934     GOOD             NGS
 JF0002  HISTORY     - 1970     MARK NOT FOUND   USGS
 JF0002
 JF0002                          STATION DESCRIPTION
 JF0002
 JF0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0002'1.4 MI W FROM HALIFAX.
 JF0002'ALONG S.T. AND S.F. R.R., AT MP 27.  MARK IS 8 YDS. N. OF
 JF0002'CENTERLINE OF TRACK, 67 YDS. W. OF CENTERLINE OF FARM CROSSING
 JF0002'AND 112 YDS. W. OF BRIDGE 26-F. 1 YD. SE. OF MP.
 JF0002
 JF0002                          STATION RECOVERY (1970)
 JF0002
 JF0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JF0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1208 ***********************************************************************
 JE1208  DESIGNATION -  M 232 RESET
 JE1208  PID         -  JE1208
 JE1208  STATE/COUNTY-  KS/OSAGE
 JE1208  USGS QUAD   -  WAVERLY (1973)
 JE1208
 JE1208                         *CURRENT SURVEY CONTROL
 JE1208  ___________________________________________________________________
 JE1208* NAD 83(1986)-  38 27 47.     (N)    095 32 41.     (W)     SCALED    
 JE1208* NAVD 88     -       345.162  (meters)    1132.42   (feet)  ADJUSTED  
 JE1208  ___________________________________________________________________
 JE1208  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JE1208  DYNAMIC HT  -         344.914 (meters)    1131.61  (feet)  COMP
 JE1208  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 JE1208
 JE1208  VERT ORDER  -  SECOND    CLASS 0
 JE1208
 JE1208.The horizontal coordinates were scaled from a topographic map and have
 JE1208.an estimated accuracy of +/- 6 seconds.
 JE1208
 JE1208.The orthometric height was determined by differential leveling
 JE1208.and adjusted by the National Geodetic Survey in June 1991..
 JE1208
 JE1208.The geoid height was determined by GEOID03.
 JE1208
 JE1208.The dynamic height is computed by dividing the NAVD 88
 JE1208.geopotential number by the normal gravity value computed on the
 JE1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1208.degrees latitude (g = 980.6199 gals.).
 JE1208
 JE1208.The modeled gravity was interpolated from observed gravity values.
 JE1208
 JE1208;                    North         East    Units  Estimated Accuracy
 JE1208;SPC KS S     -   603,470.      657,880.      MT  (+/- 180 meters Scaled)
 JE1208
 JE1208                          SUPERSEDED SURVEY CONTROL
 JE1208
 JE1208  NGVD 29 (??/??/92)  345.007  (m)         1131.91   (f) ADJ UNCH    2 0
 JE1208
 JE1208.Superseded values are not recommended for survey control.
 JE1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1208.See file dsdata.txt to determine how the superseded data were derived.
 JE1208
 JE1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC779602(NAD 83)
 JE1208_MARKER: DB = BENCH MARK DISK
 JE1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1208_STAMPING: M 232 RESET 1971
 JE1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1208+STABILITY: SURFACE MOTION
 JE1208
 JE1208  HISTORY     - Date     Condition        Report By
 JE1208  HISTORY     - 1971     MONUMENTED       NGS
 JE1208  HISTORY     - 1974     GOOD             NGS
 JE1208
 JE1208                          STATION DESCRIPTION
 JE1208
 JE1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JE1208'3.5 MI N FROM AGRICOLA.
 JE1208'TO REACH FROM AGRICOLA, GO SOUTHWEST ON U.S. HIGHWAY 50 FOR 0.7
 JE1208'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED
 JE1208'ROAD FOR 3.5 MILES TO A CROSSROAD AND INTERSTATE HIGHWAY 35, IN
 JE1208'THE NORTHEAST ANGLE OF OLD CROSSROAD, 151 FEET NORTHWEST OF
 JE1208'THE CENTER OF SOUTHWEST BOUND LANE OF INTERSTATE HIGHWAY 35,
 JE1208'146 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 1 FOOT NORTH
 JE1208'OF HIGHWAY RIGHT-OF-WAY STATION 640+45, 1 FOOT SOUTHWEST OF A
 JE1208'METAL WITNESS POST, AND SET IN THE TOP OF A SQUARE CONCRETE POST
 JE1208'WHICH PROJECTS 2 INCHES.  NOTE-- THIS MARK SHOULD BE ABOUT 300
 JE1208'FEET NORTHEAST OF AN OVERPASS ON INTERSTATE HIGHWAY 35 AND IN
 JE1208'FENCE LINE WHEN HIGHWAY IS COMPLETED.
 JE1208
 JE1208                          STATION RECOVERY (1974)
 JE1208
 JE1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1208'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND STATE
 JE1208'HIGHWAY 31 SOUTH (EXIT NO. 162), WHICH IS ABOUT 4 MILES NORTH OF
 JE1208'WAVERLY GO EAST ALONG I-35 FOR 3.2 MILES, AND ABOUT 4.7 MILES WEST OF
 JE1208'THE WILLIAMSBURG EXIT.  THE MARK IS SET IN THE TOP OF A CONCRETE POST
 JE1208'FLUSH WITH THE GROUND, 109 PACES NORTH OF THE CENTERLINE OF THE WEST
 JE1208'BOUND LANE OF I-35, 50 PACES EAST OF THE APPROXIMATE CENTER OF A
 JE1208'COUNTY ROAD, 50 PACES EAST OF THE NORTHEAST CORNER OF A OVERPASS OVER
 JE1208'I-35, 20.0 FEET EAST OF A POWER LINE POLE GUYED WIRE, 7.5 FEET
 JE1208'SOUTHWEST OF A POWER LINE POLE, 2.0 FEET NORTH OF THE RIGHT-OF-WAY
 JE1208'FENCE, 1.3 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 1.3 FEET
 JE1208'WEST OF A METAL WITNESS POST AND ABOUT LEVEL WITH I-35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1728 ***********************************************************************
 JE1728  DESIGNATION -  M 232 RESET
 JE1728  PID         -  JE1728
 JE1728  STATE/COUNTY-  KS/OSAGE
 JE1728  USGS QUAD   -  WAVERLY (1973)
 JE1728
 JE1728                         *CURRENT SURVEY CONTROL
 JE1728  ___________________________________________________________________
 JE1728* NAD 83(1997)-  38 27 47.80422(N)    095 32 41.56628(W)     ADJUSTED  
 JE1728* NAVD 88     -       345.17   (+/-2cm)    1132.4    (feet)  VERTCON   
 JE1728  ___________________________________________________________________
 JE1728  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JE1728  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JE1728
 JE1728  HORZ ORDER  -  SECOND
 JE1728  VERT ORDER  -  THIRD ? (See Below)
 JE1728
 JE1728.The horizontal coordinates were established by classical geodetic methods
 JE1728.and adjusted by the National Geodetic Survey in October 1998..
 JE1728
 JE1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1728.The vertical order pertains to the NGVD 29 superseded value.
 JE1728
 JE1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1728
 JE1728.The geoid height was determined by GEOID03.
 JE1728
 JE1728;                    North         East     Units Scale Factor Converg.
 JE1728;SPC KS S     -   603,488.898   657,866.126   MT  0.99998119   +1 48 57.6
 JE1728;UTM  15      - 4,260,287.133   277,962.620   MT  1.00020718   -1 35 00.9
 JE1728
 JE1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1728!SPC KS S     -   0.99995077  x   0.99998119  =   0.99993196
 JE1728!UTM  15      -   0.99995077  x   1.00020718  =   1.00015794
 JE1728
 JE1728                          SUPERSEDED SURVEY CONTROL
 JE1728
 JE1728  NAD 83(1986)-  38 27 47.81063(N)    095 32 41.56792(W) AD(       ) 2
 JE1728  NAD 27      -  38 27 47.75906(N)    095 32 40.63118(W) AD(       ) 2
 JE1728  NGVD 29 (07/19/86)  345.01   (m)         1131.9    (f) LEVELING    3  
 JE1728
 JE1728.Superseded values are not recommended for survey control.
 JE1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1728.See file dsdata.txt to determine how the superseded data were derived.
 JE1728
 JE1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7796360287(NAD 83)
 JE1728_MARKER: DB = BENCH MARK DISK
 JE1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1728
 JE1728  HISTORY     - Date     Condition        Report By
 JE1728  HISTORY     - 1974     MONUMENTED       NGS
 JE1728
 JE1728                          STATION DESCRIPTION
 JE1728
 JE1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1728'THE STATION IS ABOUT 6 MILES NORTHEAST OF WAVERLY, 4-1/2 MILES
 JE1728'WEST-SOUTHWEST OF WILLIAMSBURG, AND 4 MILES NORTH OF AGRICOLA, ON
 JE1728'THE NORTHWEST SIDE OF INTERSTATE HIGHWAY 35, IN THE SOUTHEAST EDGE
 JE1728'OF A PASTURE.  THE MARK IS A BENCH MARK OF THE U.S. COAST AND
 JE1728'GEODETIC SURVEY STAMPED M 232 RESET 1971, SET IN THE TOP OF A
 JE1728'12-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.
 JE1728'IT IS 7.0 FEET SOUTHWEST OF POWER LINE POLE NUMBERED 5-40, 2.0
 JE1728'FEET NORTH OF A RIGHT-OF-WAY FENCE, 1.2 FEET WEST OF A WITNESS
 JE1728'POST AND 1.0 FOOT NORTHEAST OF A RIGHT-OF-WAY POST.
 JE1728'
 JE1728'A DISTANCE WAS MEASURED FROM TRIANGULATION STATION TUQUA, THE
 JE1728'DISTANCE BEING 153.15 FEET OR 46.668 METERS NORTHEAST OF STATION
 JE1728'TUQUA.
 JE1728'
 JE1728'TO REACH THE MARK FROM THE POST OFFICE IN WILLIAMSBURG, GO
 JE1728'SOUTH-WESTERLY ON OLD U.S. HIGHWAY 50 FOR 1.7 MILES TO A GRAVELED
 JE1728'SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON GRAVELED ROAD FOR
 JE1728'1.2 MILES TO A CROSSROAD.  CONTINUE WESTERLY ON THE GRAVELED ROAD
 JE1728'FOR 2.35 MILES TO A T-ROAD JUNCTION.  TURN RIGHT AND GO NORTH ON
 JE1728'A GRAVELED ROAD FOR 0.2 MILE TO THE NORTH END OF AN OVERPASS
 JE1728'AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0640 ***********************************************************************
 HF0640  DESIGNATION -  M 237
 HF0640  PID         -  HF0640
 HF0640  STATE/COUNTY-  KS/SUMNER
 HF0640  USGS QUAD   -  ZYBA (1955)
 HF0640
 HF0640                         *CURRENT SURVEY CONTROL
 HF0640  ___________________________________________________________________
 HF0640* NAD 83(1986)-  37 26 03.     (N)    097 23 17.     (W)     SCALED    
 HF0640* NAVD 88     -       375.139  (meters)    1230.77   (feet)  ADJUSTED  
 HF0640  ___________________________________________________________________
 HF0640  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HF0640  DYNAMIC HT  -         374.839 (meters)    1229.78  (feet)  COMP
 HF0640  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 HF0640
 HF0640  VERT ORDER  -  SECOND    CLASS 0
 HF0640
 HF0640.The horizontal coordinates were scaled from a topographic map and have
 HF0640.an estimated accuracy of +/- 6 seconds.
 HF0640
 HF0640.The orthometric height was determined by differential leveling
 HF0640.and adjusted by the National Geodetic Survey in June 1991..
 HF0640
 HF0640.The geoid height was determined by GEOID03.
 HF0640
 HF0640.The dynamic height is computed by dividing the NAVD 88
 HF0640.geopotential number by the normal gravity value computed on the
 HF0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0640.degrees latitude (g = 980.6199 gals.).
 HF0640
 HF0640.The modeled gravity was interpolated from observed gravity values.
 HF0640
 HF0640;                    North         East    Units  Estimated Accuracy
 HF0640;SPC KS S     -   485,770.      498,410.      MT  (+/- 180 meters Scaled)
 HF0640
 HF0640                          SUPERSEDED SURVEY CONTROL
 HF0640
 HF0640  NGVD 29 (??/??/92)  375.012  (m)         1230.35   (f) ADJ UNCH    2 0
 HF0640
 HF0640.Superseded values are not recommended for survey control.
 HF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0640.See file dsdata.txt to determine how the superseded data were derived.
 HF0640
 HF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG426442(NAD 83)
 HF0640_MARKER: DB = BENCH MARK DISK
 HF0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0640_STAMPING: M 237 1934
 HF0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0640+STABILITY: SURFACE MOTION
 HF0640
 HF0640  HISTORY     - Date     Condition        Report By
 HF0640  HISTORY     - 1934     MONUMENTED       CGS
 HF0640
 HF0640                          STATION DESCRIPTION
 HF0640
 HF0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0640'3.1 MI S FROM PECK.
 HF0640'IN SUMNER COUNTY, 3.1 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND
 HF0640'AND PACIFIC RAILWAY FROM PECK, SEDGWICK COUNTY, 26 FEET NORTH OF
 HF0640'THE STATION SIGNBOARD AT ZYBA, AT POLE 262+04, AT A ROAD CROSSING,
 HF0640'74 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 30 FEET EAST OF
 HF0640'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED M 237
 HF0640'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0239 ***********************************************************************
 HG0239  DESIGNATION -  M 238
 HG0239  PID         -  HG0239
 HG0239  STATE/COUNTY-  KS/HARPER
 HG0239  USGS QUAD   -  HARPER (1973)
 HG0239
 HG0239                         *CURRENT SURVEY CONTROL
 HG0239  ___________________________________________________________________
 HG0239* NAD 83(1986)-  37 17 26.     (N)    098 00 45.     (W)     SCALED    
 HG0239* NAVD 88     -       428.853  (meters)    1407.00   (feet)  ADJUSTED  
 HG0239  ___________________________________________________________________
 HG0239  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 HG0239  DYNAMIC HT  -         428.494 (meters)    1405.82  (feet)  COMP
 HG0239  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 HG0239
 HG0239  VERT ORDER  -  SECOND    CLASS 0
 HG0239
 HG0239.The horizontal coordinates were scaled from a topographic map and have
 HG0239.an estimated accuracy of +/- 6 seconds.
 HG0239
 HG0239.The orthometric height was determined by differential leveling
 HG0239.and adjusted by the National Geodetic Survey in June 1991..
 HG0239
 HG0239.The geoid height was determined by GEOID03.
 HG0239
 HG0239.The dynamic height is computed by dividing the NAVD 88
 HG0239.geopotential number by the normal gravity value computed on the
 HG0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0239.degrees latitude (g = 980.6199 gals.).
 HG0239
 HG0239.The modeled gravity was interpolated from observed gravity values.
 HG0239
 HG0239;                    North         East    Units  Estimated Accuracy
 HG0239;SPC KS S     -   469,360.      443,230.      MT  (+/- 180 meters Scaled)
 HG0239
 HG0239                          SUPERSEDED SURVEY CONTROL
 HG0239
 HG0239  NGVD 29 (??/??/92)  428.726  (m)         1406.58   (f) ADJ UNCH    2 0
 HG0239
 HG0239.Superseded values are not recommended for survey control.
 HG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0239.See file dsdata.txt to determine how the superseded data were derived.
 HG0239
 HG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG875275(NAD 83)
 HG0239_MARKER: DB = BENCH MARK DISK
 HG0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0239_STAMPING: M 238 1934
 HG0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0239+STABILITY: SURFACE MOTION
 HG0239
 HG0239  HISTORY     - Date     Condition        Report By
 HG0239  HISTORY     - 1934     MONUMENTED       CGS
 HG0239  HISTORY     - 1985     MARK NOT FOUND   NGS
 HG0239
 HG0239                          STATION DESCRIPTION
 HG0239
 HG0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0239'0.5 MI E FROM HARPER.
 HG0239'0.5 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HG0239'FROM HARPER, HARPER COUNTY, AT A ROAD CROSSING, 24 FEET EAST OF
 HG0239'THE CENTERLINE OF THE ROAD, 42 FEET SOUTH OF THE CENTERLINE OF
 HG0239'THE MAIN TRACK, AND 3 FEET NORTHEAST OF A RIGHT-OF-WAY FENCE
 HG0239'CORNER.  A STANDARD DISK, STAMPED M 238 1934 AND SET IN THE TOP
 HG0239'OF A CONCRETE POST.
 HG0239
 HG0239                          STATION RECOVERY (1985)
 HG0239
 HG0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0239'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0816 ***********************************************************************
 HF0816  DESIGNATION -  M 239
 HF0816  PID         -  HF0816
 HF0816  STATE/COUNTY-  KS/SUMNER
 HF0816  USGS QUAD   -  DOSTER (1971)
 HF0816
 HF0816                         *CURRENT SURVEY CONTROL
 HF0816  ___________________________________________________________________
 HF0816* NAD 83(1986)-  37 03 40.     (N)    097 42 42.     (W)     SCALED    
 HF0816* NAVD 88     -       370.985  (meters)    1217.14   (feet)  ADJUSTED  
 HF0816  ___________________________________________________________________
 HF0816  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HF0816  DYNAMIC HT  -         370.675 (meters)    1216.12  (feet)  COMP
 HF0816  MODELED GRAV-     979,784.5   (mgal)                       NAVD 88
 HF0816
 HF0816  VERT ORDER  -  SECOND    CLASS 0
 HF0816
 HF0816.The horizontal coordinates were scaled from a topographic map and have
 HF0816.an estimated accuracy of +/- 6 seconds.
 HF0816
 HF0816.The orthometric height was determined by differential leveling
 HF0816.and adjusted by the National Geodetic Survey in June 1991..
 HF0816
 HF0816.The geoid height was determined by GEOID03.
 HF0816
 HF0816.The dynamic height is computed by dividing the NAVD 88
 HF0816.geopotential number by the normal gravity value computed on the
 HF0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0816.degrees latitude (g = 980.6199 gals.).
 HF0816
 HF0816.The modeled gravity was interpolated from observed gravity values.
 HF0816
 HF0816;                    North         East    Units  Estimated Accuracy
 HF0816;SPC KS S     -   444,080.      470,120.      MT  (+/- 180 meters Scaled)
 HF0816
 HF0816                          SUPERSEDED SURVEY CONTROL
 HF0816
 HF0816  NGVD 29 (??/??/92)  370.872  (m)         1216.77   (f) ADJ UNCH    2 0
 HF0816
 HF0816.Superseded values are not recommended for survey control.
 HF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0816.See file dsdata.txt to determine how the superseded data were derived.
 HF0816
 HF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG145024(NAD 83)
 HF0816_MARKER: DB = BENCH MARK DISK
 HF0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0816_STAMPING: M 239 1934
 HF0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0816+STABILITY: SURFACE MOTION
 HF0816
 HF0816  HISTORY     - Date     Condition        Report By
 HF0816  HISTORY     - 1934     MONUMENTED       CGS
 HF0816
 HF0816                          STATION DESCRIPTION
 HF0816
 HF0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0816'0.1 MI E FROM DOSTER.
 HF0816'0.1 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0816'FROM THE STATION SIGN AT DOSTER, SUMNER COUNTY, NEAR MILEAGE
 HF0816'38.9, AT A ROAD CROSSING, 45 FEET NORTH OF THE CENTER LINE OF THE
 HF0816'TRACK, 40 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 6 INCHES
 HF0816'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 HF0816'M 239 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0315 ***********************************************************************
 JF0315  DESIGNATION -  M 240
 JF0315  PID         -  JF0315
 JF0315  STATE/COUNTY-  KS/CHASE
 JF0315  USGS QUAD   -  MATFIELD GREEN (1973)
 JF0315
 JF0315                         *CURRENT SURVEY CONTROL
 JF0315  ___________________________________________________________________
 JF0315* NAD 83(1986)-  38 10 46.     (N)    096 34 08.     (W)     SCALED    
 JF0315* NAVD 88     -       406.180  (meters)    1332.61   (feet)  ADJUSTED  
 JF0315  ___________________________________________________________________
 JF0315  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 JF0315  DYNAMIC HT  -         405.876 (meters)    1331.61  (feet)  COMP
 JF0315  MODELED GRAV-     979,869.5   (mgal)                       NAVD 88
 JF0315
 JF0315  VERT ORDER  -  SECOND    CLASS 0
 JF0315
 JF0315.The horizontal coordinates were scaled from a topographic map and have
 JF0315.an estimated accuracy of +/- 6 seconds.
 JF0315
 JF0315.The orthometric height was determined by differential leveling
 JF0315.and adjusted by the National Geodetic Survey in June 1991..
 JF0315
 JF0315.The geoid height was determined by GEOID03.
 JF0315
 JF0315.The dynamic height is computed by dividing the NAVD 88
 JF0315.geopotential number by the normal gravity value computed on the
 JF0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0315.degrees latitude (g = 980.6199 gals.).
 JF0315
 JF0315.The modeled gravity was interpolated from observed gravity values.
 JF0315
 JF0315;                    North         East    Units  Estimated Accuracy
 JF0315;SPC KS S     -   569,650.      569,180.      MT  (+/- 180 meters Scaled)
 JF0315
 JF0315                          SUPERSEDED SURVEY CONTROL
 JF0315
 JF0315  NGVD 29 (??/??/92)  406.036  (m)         1332.14   (f) ADJ UNCH    2 0
 JF0315
 JF0315.Superseded values are not recommended for survey control.
 JF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0315.See file dsdata.txt to determine how the superseded data were derived.
 JF0315
 JF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH129285(NAD 83)
 JF0315_MARKER: DB = BENCH MARK DISK
 JF0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0315_SP_SET: OVERPASS
 JF0315_STAMPING: M 240 1934
 JF0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0315
 JF0315  HISTORY     - Date     Condition        Report By
 JF0315  HISTORY     - 1934     MONUMENTED       CGS
 JF0315  HISTORY     - 1968     GOOD             NGS
 JF0315
 JF0315                          STATION DESCRIPTION
 JF0315
 JF0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF0315'1.5 MI N FROM MATFIELD GREEN.
 JF0315'1.5 MILES NORTH OF BY RAILROAD, ALONG THE ATCHISON TOPEKA AND
 JF0315'SANTA FE RR, IN THE SOUTH END OF THE EAST HEADWALL OF OVERPASS
 JF0315'142D, THIS IS THE OVERPASS OVER A PRIVATE ROAD ON ROGERS BROTHERS
 JF0315'RANCH, AND IS ABOUT 4/10 OF A MILE SOUTH OF ANOTHER OVERPASS AT A
 JF0315'COUNTY ROAD CROSSING
 JF0315
 JF0315                          STATION RECOVERY (1968)
 JF0315
 JF0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0497 ***********************************************************************
 HF0497  DESIGNATION -  M 241
 HF0497  PID         -  HF0497
 HF0497  STATE/COUNTY-  KS/BUTLER
 HF0497  USGS QUAD   -  DOUGLASS (1983)
 HF0497
 HF0497                         *CURRENT SURVEY CONTROL
 HF0497  ___________________________________________________________________
 HF0497* NAD 83(1986)-  37 33 34.     (N)    097 00 01.     (W)     SCALED    
 HF0497* NAVD 88     -       363.214  (meters)    1191.64   (feet)  ADJUSTED  
 HF0497  ___________________________________________________________________
 HF0497  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HF0497  DYNAMIC HT  -         362.926 (meters)    1190.70  (feet)  COMP
 HF0497  MODELED GRAV-     979,826.4   (mgal)                       NAVD 88
 HF0497
 HF0497  VERT ORDER  -  SECOND    CLASS 0
 HF0497
 HF0497.The horizontal coordinates were scaled from a topographic map and have
 HF0497.an estimated accuracy of +/- 6 seconds.
 HF0497
 HF0497.The orthometric height was determined by differential leveling
 HF0497.and adjusted by the National Geodetic Survey in June 1991..
 HF0497
 HF0497.The geoid height was determined by GEOID03.
 HF0497
 HF0497.The dynamic height is computed by dividing the NAVD 88
 HF0497.geopotential number by the normal gravity value computed on the
 HF0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0497.degrees latitude (g = 980.6199 gals.).
 HF0497
 HF0497.The modeled gravity was interpolated from observed gravity values.
 HF0497
 HF0497;                    North         East    Units  Estimated Accuracy
 HF0497;SPC KS S     -   500,150.      532,500.      MT  (+/- 180 meters Scaled)
 HF0497
 HF0497                          SUPERSEDED SURVEY CONTROL
 HF0497
 HF0497  NGVD 29 (??/??/92)  363.090  (m)         1191.24   (f) ADJ UNCH    2 0
 HF0497
 HF0497.Superseded values are not recommended for survey control.
 HF0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0497.See file dsdata.txt to determine how the superseded data were derived.
 HF0497
 HF0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG766588(NAD 83)
 HF0497_MARKER: DB = BENCH MARK DISK
 HF0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0497_STAMPING: M 241 1934
 HF0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0497+STABILITY: SURFACE MOTION
 HF0497
 HF0497  HISTORY     - Date     Condition        Report By
 HF0497  HISTORY     - 1934     MONUMENTED       CGS
 HF0497  HISTORY     - 1977     POOR             LOCENG
 HF0497  HISTORY     - 1977     POOR             LOCENG
 HF0497  HISTORY     - 20060720 MARK NOT FOUND   INDIV
 HF0497
 HF0497                          STATION DESCRIPTION
 HF0497
 HF0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0497'2.9 MI N FROM DOUGLASS.
 HF0497'2.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0497'FROM DOUGLASS, BUTLER COUNTY, NEAR MILEAGE 207.85, AT A ROAD
 HF0497'CROSSING, 44 FEET EAST OF THE CENTERLINE OF THE TRACK, 32 FEET
 HF0497'SOUTH OF THE CENTERLINE OF THE ROAD, AND 4 FEET SOUTH AND 1
 HF0497'FOOT WEST OF A RIGHT OF WAY FENCE CORNER.  A STANDARD DISK,
 HF0497'STAMPED M 241 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HF0497
 HF0497                          STATION RECOVERY (1977)
 HF0497
 HF0497'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HF0497'MARK RECOVERED IN POOR CONDITION.
 HF0497
 HF0497                          STATION RECOVERY (1977)
 HF0497
 HF0497'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HF0497'MARK RECOVERED IN POOR CONDITION.
 HF0497
 HF0497                          STATION RECOVERY (2006)
 HF0497
 HF0497'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0497'NOTE - NO FENCES OR FENCE CORNERS AT LOCATION ANYMORE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0246 ***********************************************************************
 HF0246  DESIGNATION -  M 242
 HF0246  PID         -  HF0246
 HF0246  STATE/COUNTY-  KS/COWLEY
 HF0246  USGS QUAD   -  BURDEN (1979)
 HF0246
 HF0246                         *CURRENT SURVEY CONTROL
 HF0246  ___________________________________________________________________
 HF0246* NAD 83(1986)-  37 18 53.     (N)    096 48 01.     (W)     SCALED    
 HF0246* NAVD 88     -       418.458  (meters)    1372.89   (feet)  ADJUSTED  
 HF0246  ___________________________________________________________________
 HF0246  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 HF0246  DYNAMIC HT  -         418.113 (meters)    1371.76  (feet)  COMP
 HF0246  MODELED GRAV-     979,794.4   (mgal)                       NAVD 88
 HF0246
 HF0246  VERT ORDER  -  SECOND    CLASS 0
 HF0246
 HF0246.The horizontal coordinates were scaled from a topographic map and have
 HF0246.an estimated accuracy of +/- 6 seconds.
 HF0246
 HF0246.The orthometric height was determined by differential leveling
 HF0246.and adjusted by the National Geodetic Survey in June 1991..
 HF0246
 HF0246.The geoid height was determined by GEOID03.
 HF0246
 HF0246.The dynamic height is computed by dividing the NAVD 88
 HF0246.geopotential number by the normal gravity value computed on the
 HF0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0246.degrees latitude (g = 980.6199 gals.).
 HF0246
 HF0246.The modeled gravity was interpolated from observed gravity values.
 HF0246
 HF0246;                    North         East    Units  Estimated Accuracy
 HF0246;SPC KS S     -   473,300.      550,660.      MT  (+/- 180 meters Scaled)
 HF0246
 HF0246                          SUPERSEDED SURVEY CONTROL
 HF0246
 HF0246  NGVD 29 (??/??/92)  418.329  (m)         1372.47   (f) ADJ UNCH    2 0
 HF0246
 HF0246.Superseded values are not recommended for survey control.
 HF0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0246.See file dsdata.txt to determine how the superseded data were derived.
 HF0246
 HF0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG949320(NAD 83)
 HF0246_MARKER: DB = BENCH MARK DISK
 HF0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0246_STAMPING: M 242 1934
 HF0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0246+STABILITY: SURFACE MOTION
 HF0246
 HF0246  HISTORY     - Date     Condition        Report By
 HF0246  HISTORY     - 1934     MONUMENTED       CGS
 HF0246
 HF0246                          STATION DESCRIPTION
 HF0246
 HF0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0246'2.5 MI W FROM BURDEN.
 HF0246'2.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0246'FROM BURDEN, COWLEY COUNTY, NEAR MILEAGE 233.3, 4 RAILS EAST OF A
 HF0246'FIELD-ROAD CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 HF0246'AND 16 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 HF0246'STAMPED M 242 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0155 ***********************************************************************
 HF0155  DESIGNATION -  M 243
 HF0155  PID         -  HF0155
 HF0155  STATE/COUNTY-  KS/ELK
 HF0155  USGS QUAD   -  LONGTON (1979)
 HF0155
 HF0155                         *CURRENT SURVEY CONTROL
 HF0155  ___________________________________________________________________
 HF0155* NAD 83(1986)-  37 22 36.     (N)    096 06 34.     (W)     SCALED    
 HF0155* NAVD 88     -       282.783  (meters)     927.76   (feet)  ADJUSTED  
 HF0155  ___________________________________________________________________
 HF0155  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 HF0155  DYNAMIC HT  -         282.557 (meters)     927.02  (feet)  COMP
 HF0155  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 HF0155
 HF0155  VERT ORDER  -  SECOND    CLASS 0
 HF0155
 HF0155.The horizontal coordinates were scaled from a topographic map and have
 HF0155.an estimated accuracy of +/- 6 seconds.
 HF0155
 HF0155.The orthometric height was determined by differential leveling
 HF0155.and adjusted by the National Geodetic Survey in June 1991..
 HF0155
 HF0155.The geoid height was determined by GEOID03.
 HF0155
 HF0155.The dynamic height is computed by dividing the NAVD 88
 HF0155.geopotential number by the normal gravity value computed on the
 HF0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0155.degrees latitude (g = 980.6199 gals.).
 HF0155
 HF0155.The modeled gravity was interpolated from observed gravity values.
 HF0155
 HF0155;                    North         East    Units  Estimated Accuracy
 HF0155;SPC KS S     -   481,510.      611,710.      MT  (+/- 180 meters Scaled)
 HF0155
 HF0155                          SUPERSEDED SURVEY CONTROL
 HF0155
 HF0155  NGVD 29 (??/??/92)  282.638  (m)          927.29   (f) ADJ UNCH    2 0
 HF0155
 HF0155.Superseded values are not recommended for survey control.
 HF0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0155.See file dsdata.txt to determine how the superseded data were derived.
 HF0155
 HF0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG559405(NAD 83)
 HF0155_MARKER: DB = BENCH MARK DISK
 HF0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0155_STAMPING: M 243 1935
 HF0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0155+STABILITY: SURFACE MOTION
 HF0155
 HF0155  HISTORY     - Date     Condition        Report By
 HF0155  HISTORY     - 1935     MONUMENTED       CGS
 HF0155
 HF0155                          STATION DESCRIPTION
 HF0155
 HF0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0155'1.2 MI W FROM LONGTON.
 HF0155'1.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0155'FROM LONGTON, ELK COUNTY, 2-1/2 POLES WEST OF MILEPOST 191,
 HF0155'AT A TOWNSHIP-ROAD CROSSING, 60 FEET EAST OF THE ROAD, 47 FEET
 HF0155'NORTH OF THE CENTERLINE OF THE TRACK, AND 15 FEET EAST OF A
 HF0155'FENCE CORNER.  A STANDARD DISK, STAMPED M 243 1935 AND SET
 HF0155'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0076 ***********************************************************************
 HF0076  DESIGNATION -  M 244
 HF0076  PID         -  HF0076
 HF0076  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0076  USGS QUAD   -  SEDAN (1979)
 HF0076
 HF0076                         *CURRENT SURVEY CONTROL
 HF0076  ___________________________________________________________________
 HF0076* NAD 83(1986)-  37 11 33.     (N)    096 13 36.     (W)     SCALED    
 HF0076* NAVD 88     -       318.803  (meters)    1045.94   (feet)  ADJUSTED  
 HF0076  ___________________________________________________________________
 HF0076  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HF0076  DYNAMIC HT  -         318.546 (meters)    1045.10  (feet)  COMP
 HF0076  MODELED GRAV-     979,815.4   (mgal)                       NAVD 88
 HF0076
 HF0076  VERT ORDER  -  SECOND    CLASS 0
 HF0076
 HF0076.The horizontal coordinates were scaled from a topographic map and have
 HF0076.an estimated accuracy of +/- 6 seconds.
 HF0076
 HF0076.The orthometric height was determined by differential leveling
 HF0076.and adjusted by the National Geodetic Survey in June 1991..
 HF0076
 HF0076.The geoid height was determined by GEOID03.
 HF0076
 HF0076.The dynamic height is computed by dividing the NAVD 88
 HF0076.geopotential number by the normal gravity value computed on the
 HF0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0076.degrees latitude (g = 980.6199 gals.).
 HF0076
 HF0076.The modeled gravity was interpolated from observed gravity values.
 HF0076
 HF0076;                    North         East    Units  Estimated Accuracy
 HF0076;SPC KS S     -   460,820.      601,830.      MT  (+/- 180 meters Scaled)
 HF0076
 HF0076                          SUPERSEDED SURVEY CONTROL
 HF0076
 HF0076  NGVD 29 (??/??/92)  318.662  (m)         1045.48   (f) ADJ UNCH    2 0
 HF0076
 HF0076.Superseded values are not recommended for survey control.
 HF0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0076.See file dsdata.txt to determine how the superseded data were derived.
 HF0076
 HF0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG461198(NAD 83)
 HF0076_MARKER: DB = BENCH MARK DISK
 HF0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0076_SP_SET: CULVERT
 HF0076_STAMPING: M 244 1935
 HF0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0076
 HF0076  HISTORY     - Date     Condition        Report By
 HF0076  HISTORY     - 1935     MONUMENTED       CGS
 HF0076  HISTORY     - 1943     GOOD             NGS
 HF0076
 HF0076                          STATION DESCRIPTION
 HF0076
 HF0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0076'6 MI N FROM SEDAN.
 HF0076'6.0 MILES NORTH ALONG STATE HIGHWAY 99 FROM SEDAN, CHAUTAUQUA
 HF0076'COUNTY, AT A 5- BY 5-FOOT DOUBLE-BOX CULVERT, AND IN THE
 HF0076'CENTER OF THE TOP OF THE EAST HEADWALL.  A STANDARD DISK,
 HF0076'STAMPED M 244 1935.
 HF0076
 HF0076                          STATION RECOVERY (1943)
 HF0076
 HF0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 HF0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0628 ***********************************************************************
 HE0628  DESIGNATION -  M 245
 HE0628  PID         -  HE0628
 HE0628  STATE/COUNTY-  KS/WOODSON
 HE0628  USGS QUAD   -  YATES CENTER (1984)
 HE0628
 HE0628                         *CURRENT SURVEY CONTROL
 HE0628  ___________________________________________________________________
 HE0628* NAD 83(1986)-  37 53 10.     (N)    095 43 57.     (W)     SCALED    
 HE0628* NAVD 88     -       345.978  (meters)    1135.10   (feet)  ADJUSTED  
 HE0628  ___________________________________________________________________
 HE0628  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 HE0628  DYNAMIC HT  -         345.712 (meters)    1134.22  (feet)  COMP
 HE0628  MODELED GRAV-     979,850.1   (mgal)                       NAVD 88
 HE0628
 HE0628  VERT ORDER  -  SECOND    CLASS 0
 HE0628
 HE0628.The horizontal coordinates were scaled from a topographic map and have
 HE0628.an estimated accuracy of +/- 6 seconds.
 HE0628
 HE0628.The orthometric height was determined by differential leveling
 HE0628.and adjusted by the National Geodetic Survey in June 1991..
 HE0628
 HE0628.The geoid height was determined by GEOID03.
 HE0628
 HE0628.The dynamic height is computed by dividing the NAVD 88
 HE0628.geopotential number by the normal gravity value computed on the
 HE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0628.degrees latitude (g = 980.6199 gals.).
 HE0628
 HE0628.The modeled gravity was interpolated from observed gravity values.
 HE0628
 HE0628;                    North         East    Units  Estimated Accuracy
 HE0628;SPC KS S     -   538,950.      643,400.      MT  (+/- 180 meters Scaled)
 HE0628
 HE0628                          SUPERSEDED SURVEY CONTROL
 HE0628
 HE0628  NGVD 29 (??/??/92)  345.812  (m)         1134.55   (f) ADJ UNCH    2 0
 HE0628
 HE0628.Superseded values are not recommended for survey control.
 HE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0628.See file dsdata.txt to determine how the superseded data were derived.
 HE0628
 HE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB597966(NAD 83)
 HE0628_MARKER: DB = BENCH MARK DISK
 HE0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0628+STABILITY: SURFACE MOTION
 HE0628
 HE0628  HISTORY     - Date     Condition        Report By
 HE0628  HISTORY     - UNK      MONUMENTED       CGS
 HE0628  HISTORY     - 1934     GOOD             NGS
 HE0628
 HE0628                          STATION DESCRIPTION
 HE0628
 HE0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0628'IN YATES CENTER.
 HE0628'IN YATES CENTER, MARK IS LOCATED IN THE SE CORNER OF HIGH
 HE0628'SCHOOL LAWN, IN YATES CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0634 ***********************************************************************
 HE0634  DESIGNATION -  M 246
 HE0634  PID         -  HE0634
 HE0634  STATE/COUNTY-  KS/WOODSON
 HE0634  USGS QUAD   -  YATES CENTER (1984)
 HE0634
 HE0634                         *CURRENT SURVEY CONTROL
 HE0634  ___________________________________________________________________
 HE0634* NAD 83(1986)-  37 58 47.     (N)    095 39 34.     (W)     SCALED    
 HE0634* NAVD 88     -       319.369  (meters)    1047.80   (feet)  ADJUSTED  
 HE0634  ___________________________________________________________________
 HE0634  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 HE0634  DYNAMIC HT  -         319.128 (meters)    1047.01  (feet)  COMP
 HE0634  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 HE0634
 HE0634  VERT ORDER  -  SECOND    CLASS 0
 HE0634
 HE0634.The horizontal coordinates were scaled from a topographic map and have
 HE0634.an estimated accuracy of +/- 6 seconds.
 HE0634
 HE0634.The orthometric height was determined by differential leveling
 HE0634.and adjusted by the National Geodetic Survey in June 1991..
 HE0634
 HE0634.The geoid height was determined by GEOID03.
 HE0634
 HE0634.The dynamic height is computed by dividing the NAVD 88
 HE0634.geopotential number by the normal gravity value computed on the
 HE0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0634.degrees latitude (g = 980.6199 gals.).
 HE0634
 HE0634.The modeled gravity was interpolated from observed gravity values.
 HE0634
 HE0634;                    North         East    Units  Estimated Accuracy
 HE0634;SPC KS S     -   549,530.      649,510.      MT  (+/- 180 meters Scaled)
 HE0634
 HE0634                          SUPERSEDED SURVEY CONTROL
 HE0634
 HE0634  NGVD 29 (??/??/92)  319.210  (m)         1047.27   (f) ADJ UNCH    2 0
 HE0634
 HE0634.Superseded values are not recommended for survey control.
 HE0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0634.See file dsdata.txt to determine how the superseded data were derived.
 HE0634
 HE0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC664069(NAD 83)
 HE0634_MARKER: DB = BENCH MARK DISK
 HE0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0634+STABILITY: SURFACE MOTION
 HE0634
 HE0634  HISTORY     - Date     Condition        Report By
 HE0634  HISTORY     - UNK      MONUMENTED       CGS
 HE0634  HISTORY     - 1935     GOOD             NGS
 HE0634
 HE0634                          STATION DESCRIPTION
 HE0634
 HE0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0634'AT VERNON.
 HE0634'AT VERNON ALONG THE MO. P.R.R. 8 YDS E. OF THE S. END OF VERNON
 HE0634'DEPOT.  MARK IS 23 YDS E. OF CENTER OF TRACK, AND 16 YDS. N.
 HE0634'OF ROAD TO DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0738 ***********************************************************************
 JE0738  DESIGNATION -  M 251
 JE0738  PID         -  JE0738
 JE0738  STATE/COUNTY-  KS/LINN
 JE0738  USGS QUAD   -  PRESCOTT (1978)
 JE0738
 JE0738                         *CURRENT SURVEY CONTROL
 JE0738  ___________________________________________________________________
 JE0738* NAD 83(1986)-  38 05 42.     (N)    094 41 22.     (W)     SCALED    
 JE0738* NAVD 88     -       269.258  (meters)     883.39   (feet)  ADJUSTED  
 JE0738  ___________________________________________________________________
 JE0738  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE0738  DYNAMIC HT  -         269.060 (meters)     882.74  (feet)  COMP
 JE0738  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 JE0738
 JE0738  VERT ORDER  -  SECOND    CLASS 0
 JE0738
 JE0738.The horizontal coordinates were scaled from a topographic map and have
 JE0738.an estimated accuracy of +/- 6 seconds.
 JE0738
 JE0738.The orthometric height was determined by differential leveling
 JE0738.and adjusted by the National Geodetic Survey in June 1991..
 JE0738
 JE0738.The geoid height was determined by GEOID03.
 JE0738
 JE0738.The dynamic height is computed by dividing the NAVD 88
 JE0738.geopotential number by the normal gravity value computed on the
 JE0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0738.degrees latitude (g = 980.6199 gals.).
 JE0738
 JE0738.The modeled gravity was interpolated from observed gravity values.
 JE0738
 JE0738;                    North         East    Units  Estimated Accuracy
 JE0738;SPC KS S     -   565,350.      734,150.      MT  (+/- 180 meters Scaled)
 JE0738
 JE0738                          SUPERSEDED SURVEY CONTROL
 JE0738
 JE0738  NGVD 29 (??/??/92)  269.131  (m)          882.97   (f) ADJ UNCH    2 0
 JE0738
 JE0738.Superseded values are not recommended for survey control.
 JE0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0738.See file dsdata.txt to determine how the superseded data were derived.
 JE0738
 JE0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC518177(NAD 83)
 JE0738_MARKER: DB = BENCH MARK DISK
 JE0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0738_STAMPING: M 251 1934
 JE0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0738+STABILITY: SURFACE MOTION
 JE0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0738+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 JE0738
 JE0738  HISTORY     - Date     Condition        Report By
 JE0738  HISTORY     - 1934     MONUMENTED       CGS
 JE0738  HISTORY     - 20010611 GOOD             SKW
 JE0738
 JE0738                          STATION DESCRIPTION
 JE0738
 JE0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE0738'2.1 MI N FROM PRESCOTT.
 JE0738'2.1 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JE0738'PRESCOTT, LINN COUNTY, 10 FEET SOUTHEAST OF THE THIRTIETH POLE
 JE0738'SOUTH OF MILEPOST 79, 39 FEET SOUTH OF THE CENTERLINE OF A ROAD,
 JE0738'AND 40 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 JE0738'DISK, STAMPED M 251 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JE0738
 JE0738                          STATION RECOVERY (2001)
 JE0738
 JE0738'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0298 ***********************************************************************
 HE0298  DESIGNATION -  M 252
 HE0298  PID         -  HE0298
 HE0298  STATE/COUNTY-  KS/BOURBON
 HE0298  USGS QUAD   -  FORT SCOTT (1978)
 HE0298
 HE0298                         *CURRENT SURVEY CONTROL
 HE0298  ___________________________________________________________________
 HE0298* NAD 83(1986)-  37 45 38.     (N)    094 42 35.     (W)     SCALED    
 HE0298* NAVD 88     -       292.776  (meters)     960.55   (feet)  ADJUSTED  
 HE0298  ___________________________________________________________________
 HE0298  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 HE0298  DYNAMIC HT  -         292.555 (meters)     959.82  (feet)  COMP
 HE0298  MODELED GRAV-     979,865.1   (mgal)                       NAVD 88
 HE0298
 HE0298  VERT ORDER  -  SECOND    CLASS 0
 HE0298
 HE0298.The horizontal coordinates were scaled from a topographic map and have
 HE0298.an estimated accuracy of +/- 6 seconds.
 HE0298
 HE0298.The orthometric height was determined by differential leveling
 HE0298.and adjusted by the National Geodetic Survey in June 1991..
 HE0298
 HE0298.The geoid height was determined by GEOID03.
 HE0298
 HE0298.The dynamic height is computed by dividing the NAVD 88
 HE0298.geopotential number by the normal gravity value computed on the
 HE0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0298.degrees latitude (g = 980.6199 gals.).
 HE0298
 HE0298.The modeled gravity was interpolated from observed gravity values.
 HE0298
 HE0298;                    North         East    Units  Estimated Accuracy
 HE0298;SPC KS S     -   528,190.      733,880.      MT  (+/- 180 meters Scaled)
 HE0298
 HE0298                          SUPERSEDED SURVEY CONTROL
 HE0298
 HE0298  NGVD 29 (??/??/92)  292.660  (m)          960.17   (f) ADJ UNCH    2 0
 HE0298
 HE0298.Superseded values are not recommended for survey control.
 HE0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0298.See file dsdata.txt to determine how the superseded data were derived.
 HE0298
 HE0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB493806(NAD 83)
 HE0298_MARKER: DB = BENCH MARK DISK
 HE0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0298_STAMPING: M 252 1934
 HE0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0298+STABILITY: SURFACE MOTION
 HE0298
 HE0298  HISTORY     - Date     Condition        Report By
 HE0298  HISTORY     - 1934     MONUMENTED       CGS
 HE0298
 HE0298                          STATION DESCRIPTION
 HE0298
 HE0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0298'5.9 MI S FROM FORT SCOTT.
 HE0298'5.9 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HE0298'FROM FORT SCOTT, BOURBON COUNTY, 6-1/2 RAILS SOUTH OF THE
 HE0298'STATION SIGNBOARD AT GODFREY, 4 FEET SOUTH OF THE TWENTIETH
 HE0298'POLE SOUTH OF MILEPOST 104, 9-1/2 RAILS SOUTH OF A ROAD CROSSING,
 HE0298'AND 33 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 HE0298'DISK, STAMPED M 252 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0229 ***********************************************************************
 HE0229  DESIGNATION -  M 253
 HE0229  PID         -  HE0229
 HE0229  STATE/COUNTY-  KS/CHEROKEE
 HE0229  USGS QUAD   -  CHEROKEE (1964)
 HE0229
 HE0229                         *CURRENT SURVEY CONTROL
 HE0229  ___________________________________________________________________
 HE0229* NAD 83(1986)-  37 20 05.     (N)    094 49 13.     (W)     SCALED    
 HE0229* NAVD 88     -       282.402  (meters)     926.51   (feet)  ADJUSTED  
 HE0229  ___________________________________________________________________
 HE0229  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 HE0229  DYNAMIC HT  -         282.178 (meters)     925.78  (feet)  COMP
 HE0229  MODELED GRAV-     979,828.8   (mgal)                       NAVD 88
 HE0229
 HE0229  VERT ORDER  -  SECOND    CLASS 0
 HE0229
 HE0229.The horizontal coordinates were scaled from a topographic map and have
 HE0229.an estimated accuracy of +/- 6 seconds.
 HE0229
 HE0229.The orthometric height was determined by differential leveling
 HE0229.and adjusted by the National Geodetic Survey in June 1991..
 HE0229
 HE0229.The geoid height was determined by GEOID03.
 HE0229
 HE0229.The dynamic height is computed by dividing the NAVD 88
 HE0229.geopotential number by the normal gravity value computed on the
 HE0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0229.degrees latitude (g = 980.6199 gals.).
 HE0229
 HE0229.The modeled gravity was interpolated from observed gravity values.
 HE0229
 HE0229;                    North         East    Units  Estimated Accuracy
 HE0229;SPC KS S     -   480,580.      726,010.      MT  (+/- 180 meters Scaled)
 HE0229
 HE0229                          SUPERSEDED SURVEY CONTROL
 HE0229
 HE0229  NGVD 29 (??/??/92)  282.289  (m)          926.14   (f) ADJ UNCH    2 0
 HE0229
 HE0229.Superseded values are not recommended for survey control.
 HE0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0229.See file dsdata.txt to determine how the superseded data were derived.
 HE0229
 HE0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB387335(NAD 83)
 HE0229_MARKER: DB = BENCH MARK DISK
 HE0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0229_STAMPING: M 253 1934
 HE0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0229+STABILITY: SURFACE MOTION
 HE0229
 HE0229  HISTORY     - Date     Condition        Report By
 HE0229  HISTORY     - 1934     MONUMENTED       CGS
 HE0229  HISTORY     - 1935     GOOD             NGS
 HE0229
 HE0229                          STATION DESCRIPTION
 HE0229
 HE0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0229'0.8 MI S FROM CHEROKEE.
 HE0229'IN CHEROKEE COUNTY, 0.8 MILE SOUTH ALONG THE ST. LOUIS-SAN
 HE0229'FRANCISCO RAILWAY FROM THE STATION AT CHEROKEE, CRAWFORD COUNTY,
 HE0229'15 FEET SOUTHWEST OF THE TWENTY-EIGHTH POLE SOUTH OF MILEPOST
 HE0229'136, 16 FEET SOUTHEAST OF THE CENTERLINE OF THE MISSOURI PACIFIC
 HE0229'RAILROAD TRACK, AND 24 FEET EAST OF THE CENTERLINE OF THE ST.
 HE0229'LOUIS-SAN FRANCISCO RAILWAY MAIN TRACK.  A STANDARD DISK SET
 HE0229'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0294 ***********************************************************************
 KE0294  DESIGNATION -  M 257 RESET
 KE0294  PID         -  KE0294
 KE0294  STATE/COUNTY-  KS/WYANDOTTE
 KE0294  USGS QUAD   -  EDWARDSVILLE (1991)
 KE0294
 KE0294                         *CURRENT SURVEY CONTROL
 KE0294  ___________________________________________________________________
 KE0294* NAD 83(1986)-  39 02 00.     (N)    094 49 02.     (W)     SCALED    
 KE0294* NAVD 88     -       237.85   (meters)     780.3    (feet)  RESET     
 KE0294  ___________________________________________________________________
 KE0294  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 KE0294
 KE0294  VERT ORDER  -  THIRD
 KE0294
 KE0294.The horizontal coordinates were scaled from a topographic map and have
 KE0294.an estimated accuracy of +/- 6 seconds.
 KE0294
 KE0294.The orthometric height was computed from unverified reset data.
 KE0294.No vertical observational check was made to the station.
 KE0294
 KE0294.The geoid height was determined by GEOID03.
 KE0294
 KE0294;                    North         East    Units  Estimated Accuracy
 KE0294;SPC KS N     -    82,550.      675,520.      MT  (+/- 180 meters Scaled)
 KE0294
 KE0294                          SUPERSEDED SURVEY CONTROL
 KE0294
 KE0294  NGVD 29 (??/??/??)  237.76   (m)          780.1    (f) RESET       3  
 KE0294
 KE0294.Superseded values are not recommended for survey control.
 KE0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0294.See file dsdata.txt to determine how the superseded data were derived.
 KE0294
 KE0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD427220(NAD 83)
 KE0294_MARKER: DB = BENCH MARK DISK
 KE0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0294_SP_SET: BRIDGE ABUTMENT
 KE0294_STAMPING: M 257 1940 RESET 1952
 KE0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0294
 KE0294  HISTORY     - Date     Condition        Report By
 KE0294  HISTORY     - 1952     MONUMENTED       CGS
 KE0294
 KE0294                          STATION DESCRIPTION
 KE0294
 KE0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KE0294'0.8 MI SW FROM HOLLIDAY.
 KE0294'0.8 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0294'RAILROAD FROM THE STATION AT HOLLIDAY, WYANDOTTE COUNTY, 0.7
 KE0294'MILE SOUTHWEST ALONG THE MAIN LINE OF THE RAILROAD FROM A WYE
 KE0294'WHICH IS FORMED BY THE LAWRENCE BRANCH, 10 FEET SOUTH OF THE
 KE0294'13TH POLE WEST OF MILEPOST 14 AND THE THIRD POLE EAST OF BRIDGE
 KE0294'14 B, ABOUT 275 FEET EAST OF THE EAST ABUTMENT OF BRIDGE 14
 KE0294'B, 55 FEET SOUTH OF THE SOUTH RAIL, 2 FEET WEST OF A WHITE
 KE0294'WOODEN WITNESS POST AND 1 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 KE0294'FENCE.  A STANDARD DISK, STAMPED M 257 1940 RESET 1952 AND
 KE0294'PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0494 ***********************************************************************
 JG0494  DESIGNATION -  M 258
 JG0494  PID         -  JG0494
 JG0494  STATE/COUNTY-  KS/HODGEMAN
 JG0494  USGS QUAD   -  JETMORE (1969)
 JG0494
 JG0494                         *CURRENT SURVEY CONTROL
 JG0494  ___________________________________________________________________
 JG0494* NAD 83(1986)-  38 05 57.     (N)    099 53 56.     (W)     SCALED    
 JG0494* NAVD 88     -       706.355  (meters)    2317.43   (feet)  ADJUSTED  
 JG0494  ___________________________________________________________________
 JG0494  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0494  DYNAMIC HT  -         705.770 (meters)    2315.51  (feet)  COMP
 JG0494  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 JG0494
 JG0494  VERT ORDER  -  SECOND    CLASS 0
 JG0494
 JG0494.The horizontal coordinates were scaled from a topographic map and have
 JG0494.an estimated accuracy of +/- 6 seconds.
 JG0494
 JG0494.The orthometric height was determined by differential leveling
 JG0494.and adjusted by the National Geodetic Survey in June 1991..
 JG0494
 JG0494.The geoid height was determined by GEOID03.
 JG0494
 JG0494.The dynamic height is computed by dividing the NAVD 88
 JG0494.geopotential number by the normal gravity value computed on the
 JG0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0494.degrees latitude (g = 980.6199 gals.).
 JG0494
 JG0494.The modeled gravity was interpolated from observed gravity values.
 JG0494
 JG0494;                    North         East    Units  Estimated Accuracy
 JG0494;SPC KS S     -   559,910.      277,310.      MT  (+/- 180 meters Scaled)
 JG0494
 JG0494                          SUPERSEDED SURVEY CONTROL
 JG0494
 JG0494  NGVD 29 (??/??/92)  706.101  (m)         2316.60   (f) ADJ UNCH    2 0
 JG0494
 JG0494.Superseded values are not recommended for survey control.
 JG0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0494.See file dsdata.txt to determine how the superseded data were derived.
 JG0494
 JG0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH211171(NAD 83)
 JG0494_MARKER: DB = BENCH MARK DISK
 JG0494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0494_SP_SET: CULVERT
 JG0494_STAMPING: M 258 1938
 JG0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0494
 JG0494  HISTORY     - Date     Condition        Report By
 JG0494  HISTORY     - 1938     MONUMENTED       CGS
 JG0494
 JG0494                          STATION DESCRIPTION
 JG0494
 JG0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JG0494'1.2 MI N FROM JETMORE.
 JG0494'ALONG HIGHWAY U.S. 283.  SET IN SOUTH END OF WEST HEADWALL OF
 JG0494'A CONCRETE HIGHWAY CULVERT.  ABOUT 0.2 MILES SOUTH OF AN EAST
 JG0494'AND WEST SECTION ROAD.  21 FT. WEST OF CENTER-LINE OF U.S. 283.
 JG0494'1 FT. BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0570 ***********************************************************************
 HE0570  DESIGNATION -  M 26 RESET
 HE0570  PID         -  HE0570
 HE0570  STATE/COUNTY-  KS/MONTGOMERY
 HE0570  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0570
 HE0570                         *CURRENT SURVEY CONTROL
 HE0570  ___________________________________________________________________
 HE0570* NAD 83(1986)-  37 01 52.     (N)    095 37 19.     (W)     SCALED    
 HE0570* NAVD 88     -       228.14   (meters)     748.5    (feet)  RESET     
 HE0570  ___________________________________________________________________
 HE0570  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 HE0570
 HE0570  VERT ORDER  -  THIRD
 HE0570
 HE0570.The horizontal coordinates were scaled from a topographic map and have
 HE0570.an estimated accuracy of +/- 6 seconds.
 HE0570
 HE0570.The orthometric height was computed from unverified reset data.
 HE0570
 HE0570.The geoid height was determined by GEOID03.
 HE0570
 HE0570;                    North         East    Units  Estimated Accuracy
 HE0570;SPC KS S     -   444,400.      656,050.      MT  (+/- 180 meters Scaled)
 HE0570
 HE0570                          SUPERSEDED SURVEY CONTROL
 HE0570
 HE0570.No superseded survey control is available for this station.
 HE0570
 HE0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB667015(NAD 83)
 HE0570_MARKER: DB = BENCH MARK DISK
 HE0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0570_SP_SET: TOWER FOUNDATION
 HE0570_STAMPING: M 26 RESET 1970
 HE0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0570
 HE0570  HISTORY     - Date     Condition        Report By
 HE0570  HISTORY     - 1970     MONUMENTED       NGS
 HE0570
 HE0570                          STATION DESCRIPTION
 HE0570
 HE0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HE0570'AT COFFEYVILLE.
 HE0570'AT COFFEYVILLE, AT THE NORTH SIDE OF A CONCRETE FOUNDATION WHICH
 HE0570'SUPPORTS A LIGHT TOWER WHICH IS BETWEEN THE MISSOURI PACIFIC
 HE0570'RAILROAD DEPOT AND EXPRESS STATION, 49 FEET EAST-NORTHEAST OF
 HE0570'THE SOUTHEAST CORNER OF THE EXPRESS DEPOT, 39.5 FEET WEST OF
 HE0570'THE WEST EDGE OF THE DEPOT, 37.5 FEET SOUTH OF THE SOUTH CURB
 HE0570'ON 13TH STREET, 30.2 FEET NORTH OF THE NORTH RAIL OF TRACKS,
 HE0570'2.5 FEET WEST OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION
 HE0570'FOR THE TOWER, AND CEMENTED IN A DRILL HOLE IN THE CONCRETE
 HE0570'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0871 ***********************************************************************
 JE0871  DESIGNATION -  M 260
 JE0871  PID         -  JE0871
 JE0871  STATE/COUNTY-  KS/MIAMI
 JE0871  USGS QUAD   -  PAOLA WEST (1973)
 JE0871
 JE0871                         *CURRENT SURVEY CONTROL
 JE0871  ___________________________________________________________________
 JE0871* NAD 83(1986)-  38 30 13.     (N)    094 57 09.     (W)     SCALED    
 JE0871* NAVD 88     -       261.836  (meters)     859.04   (feet)  ADJUSTED  
 JE0871  ___________________________________________________________________
 JE0871  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE0871  DYNAMIC HT  -         261.654 (meters)     858.44  (feet)  COMP
 JE0871  MODELED GRAV-     979,927.1   (mgal)                       NAVD 88
 JE0871
 JE0871  VERT ORDER  -  SECOND    CLASS 0
 JE0871
 JE0871.The horizontal coordinates were scaled from a topographic map and have
 JE0871.an estimated accuracy of +/- 6 seconds.
 JE0871
 JE0871.The orthometric height was determined by differential leveling
 JE0871.and adjusted by the National Geodetic Survey in June 1991..
 JE0871
 JE0871.The geoid height was determined by GEOID03.
 JE0871
 JE0871.The dynamic height is computed by dividing the NAVD 88
 JE0871.geopotential number by the normal gravity value computed on the
 JE0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0871.degrees latitude (g = 980.6199 gals.).
 JE0871
 JE0871.The modeled gravity was interpolated from observed gravity values.
 JE0871
 JE0871;                    North         East    Units  Estimated Accuracy
 JE0871;SPC KS S     -   609,770.      709,360.      MT  (+/- 180 meters Scaled)
 JE0871
 JE0871                          SUPERSEDED SURVEY CONTROL
 JE0871
 JE0871  NGVD 29 (??/??/92)  261.702  (m)          858.60   (f) ADJ UNCH    2 0
 JE0871
 JE0871.Superseded values are not recommended for survey control.
 JE0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0871.See file dsdata.txt to determine how the superseded data were derived.
 JE0871
 JE0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC297635(NAD 83)
 JE0871_MARKER: DB = BENCH MARK DISK
 JE0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0871_SP_SET: SEMAPHORE BASE
 JE0871_STAMPING: M 260 1940
 JE0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0871
 JE0871  HISTORY     - Date     Condition        Report By
 JE0871  HISTORY     - 1940     MONUMENTED       CGS
 JE0871  HISTORY     - 1951     GOOD             NGS
 JE0871
 JE0871                          STATION DESCRIPTION
 JE0871
 JE0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0871'0.6 MI NE FROM OSAWATOMIE.
 JE0871'0.6 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0871'STATION AT OSAWATOMIE, 80 FEET NORTHEAST OF POLE 332/30, AT
 JE0871'SEMAPHORE 3327, AND IN THE TOP OF THE NORTHEAST CORNER OF THE
 JE0871'CONCRETE BASE.  A STANDARD DISK, STAMPED M 260 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0073 ***********************************************************************
 KF0073  DESIGNATION -  M 262
 KF0073  PID         -  KF0073
 KF0073  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0073  USGS QUAD   -  ST MARYS (1978)
 KF0073
 KF0073                         *CURRENT SURVEY CONTROL
 KF0073  ___________________________________________________________________
 KF0073* NAD 83(1986)-  39 12 40.     (N)    096 06 35.     (W)     SCALED    
 KF0073* NAVD 88     -       293.957  (meters)     964.42   (feet)  ADJUSTED  
 KF0073  ___________________________________________________________________
 KF0073  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 KF0073  DYNAMIC HT  -         293.768 (meters)     963.80  (feet)  COMP
 KF0073  MODELED GRAV-     979,977.6   (mgal)                       NAVD 88
 KF0073
 KF0073  VERT ORDER  -  FIRST     CLASS II
 KF0073
 KF0073.The horizontal coordinates were scaled from a topographic map and have
 KF0073.an estimated accuracy of +/- 6 seconds.
 KF0073
 KF0073.The orthometric height was determined by differential leveling
 KF0073.and adjusted by the National Geodetic Survey in June 1991..
 KF0073
 KF0073.The geoid height was determined by GEOID03.
 KF0073
 KF0073.The dynamic height is computed by dividing the NAVD 88
 KF0073.geopotential number by the normal gravity value computed on the
 KF0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0073.degrees latitude (g = 980.6199 gals.).
 KF0073
 KF0073.The modeled gravity was interpolated from observed gravity values.
 KF0073
 KF0073;                    North         East    Units  Estimated Accuracy
 KF0073;SPC KS N     -    99,150.      563,240.      MT  (+/- 180 meters Scaled)
 KF0073
 KF0073                          SUPERSEDED SURVEY CONTROL
 KF0073
 KF0073  NGVD 29 (??/??/92)  293.816  (m)          963.96   (f) ADJ UNCH    1 2
 KF0073
 KF0073.Superseded values are not recommended for survey control.
 KF0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0073.See file dsdata.txt to determine how the superseded data were derived.
 KF0073
 KF0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ495441(NAD 83)
 KF0073_MARKER: DB = BENCH MARK DISK
 KF0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0073_SP_SET: CONCRETE POST
 KF0073_STAMPING: M 262 1940
 KF0073_MARK LOGO: CGS   
 KF0073_PROJECTION: RECESSED 8 CENTIMETERS
 KF0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0073+STABILITY: SURFACE MOTION
 KF0073
 KF0073  HISTORY     - Date     Condition        Report By
 KF0073  HISTORY     - 1940     MONUMENTED       CGS
 KF0073  HISTORY     - 1965     GOOD             NGS
 KF0073  HISTORY     - 1986     GOOD             NGS
 KF0073
 KF0073                          STATION DESCRIPTION
 KF0073
 KF0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0073'2.4 MI W FROM ST MARYS.
 KF0073'2.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0073'AT ST. MARYS, POTTAWATOMIE COUNTY, ACROSS THE TRACK FROM MILE
 KF0073'POST 94, ABOUT 60 YARDS SOUTHEAST OF THE ROAD CROSSING, 34 FEET
 KF0073'SOUTH OF SOUTH RAIL, 13 FEET NORTH OF THE RIGHT OF WAY FENCE,
 KF0073'5 FEET EAST OF A UTILITY POLE AND 1 FOOT WEST OF A METAL WITNESS
 KF0073'POST AND SIGN.  A STANDARD DISK, STAMPED, M 262 1940, IN THE
 KF0073'TOP OF A CONCRETE POST AND 3 INCHES BELOW THE SURFACE OF THE
 KF0073'GROUND.
 KF0073
 KF0073                          STATION RECOVERY (1986)
 KF0073
 KF0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0073'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  40.3 KM
 KF0073'(25.05 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0073'IN MANHATTAN, 13.8 M (45.3 FT) SOUTHEAST OF THE CENTER OF A GRAVELED
 KF0073'ROAD, 10.6 M (34.8 FT) SOUTHWEST OF THE NEAR RAIL, AND 1.7 M (5.6 FT)
 KF0073'SOUTHEAST OF MILEPOST 94.
 KF0073'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KF0073'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0646 ***********************************************************************
 KF0646  DESIGNATION -  M 263
 KF0646  PID         -  KF0646
 KF0646  STATE/COUNTY-  KS/RILEY
 KF0646  USGS QUAD   -  MANHATTAN (1991)
 KF0646
 KF0646                         *CURRENT SURVEY CONTROL
 KF0646  ___________________________________________________________________
 KF0646* NAD 83(1986)-  39 08 40.     (N)    096 36 19.     (W)     SCALED    
 KF0646* NAVD 88     -       315.010  (meters)    1033.50   (feet)  ADJUSTED  
 KF0646  ___________________________________________________________________
 KF0646  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 KF0646  DYNAMIC HT  -         314.800 (meters)    1032.81  (feet)  COMP
 KF0646  MODELED GRAV-     979,950.6   (mgal)                       NAVD 88
 KF0646
 KF0646  VERT ORDER  -  FIRST     CLASS II
 KF0646
 KF0646.The horizontal coordinates were scaled from a topographic map and have
 KF0646.an estimated accuracy of +/- 6 seconds.
 KF0646
 KF0646.The orthometric height was determined by differential leveling
 KF0646.and adjusted by the National Geodetic Survey in June 1991..
 KF0646
 KF0646.The geoid height was determined by GEOID03.
 KF0646
 KF0646.The dynamic height is computed by dividing the NAVD 88
 KF0646.geopotential number by the normal gravity value computed on the
 KF0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0646.degrees latitude (g = 980.6199 gals.).
 KF0646
 KF0646.The modeled gravity was interpolated from observed gravity values.
 KF0646
 KF0646;                    North         East    Units  Estimated Accuracy
 KF0646;SPC KS N     -    90,970.      520,560.      MT  (+/- 180 meters Scaled)
 KF0646
 KF0646                          SUPERSEDED SURVEY CONTROL
 KF0646
 KF0646  NGVD 29 (??/??/92)  314.890  (m)         1033.10   (f) ADJ UNCH    1 2
 KF0646
 KF0646.Superseded values are not recommended for survey control.
 KF0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0646.See file dsdata.txt to determine how the superseded data were derived.
 KF0646
 KF0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ069355(NAD 83)
 KF0646_MARKER: DB = BENCH MARK DISK
 KF0646_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KF0646_SP_SET: PIER
 KF0646_STAMPING: M 263 1934
 KF0646_MARK LOGO: CGS   
 KF0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0646
 KF0646  HISTORY     - Date     Condition        Report By
 KF0646  HISTORY     - 1934     MONUMENTED       CGS
 KF0646  HISTORY     - 1965     POOR             NGS
 KF0646  HISTORY     - 1980     GOOD             USGS
 KF0646  HISTORY     - 1986     GOOD             NGS
 KF0646
 KF0646                          STATION DESCRIPTION
 KF0646
 KF0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0646'3.8 MI W FROM MANHATTAN.
 KF0646'3.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0646'AT MANHATTAN, AT AN OLD ROAD CROSSING OF THE ABANDONED PARTLY
 KF0646'WASHED AWAY BRIDGE ACROSS THE KANSAS RIVER, IN THE TOP OF THE
 KF0646'EAST END OF THE FIRST CONCRETE PIER SOUTH OF THE NORTH END OF
 KF0646'THE BRIDGE, 51 FEET SOUTH OF THE CENTER LINE OF THE RAILROAD
 KF0646'TRACK AND 8.7 FEET EAST OF CENTER OF THE BRIDGE.  A STANDARD
 KF0646'DISK, STAMPED, M 263 1940.  NOTE-- THE DISK SHOWS EVIDENCE OF
 KF0646'SOMEONE TRYING TO PRY IT OUT AND ONE SIDE OF THE DISK IS BENT
 KF0646'SLIGHTLY, ALSO SOME OF THE CONCRETE IS BROKEN AWAY FROM THE DISK.
 KF0646
 KF0646                          STATION RECOVERY (1980)
 KF0646
 KF0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KF0646'RECOVERED IN GOOD CONDITION.
 KF0646
 KF0646                          STATION RECOVERY (1986)
 KF0646
 KF0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0646'RECOVERED IN GOOD CONDITION.  NOTE--PART OF THE OLD BRIDGE HAS BEEN
 KF0646'REMOVED AND THE PIER STANDS ALONE.  A 30 FOOT LADDER IS NEEDED TO
 KF0646'ACCESS THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0600 ***********************************************************************
 KE0600  DESIGNATION -  M 264
 KE0600  PID         -  KE0600
 KE0600  STATE/COUNTY-  KS/DOUGLAS
 KE0600  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0600
 KE0600                         *CURRENT SURVEY CONTROL
 KE0600  ___________________________________________________________________
 KE0600* NAD 83(1986)-  39 01 47.     (N)    095 20 07.     (W)     SCALED    
 KE0600* NAVD 88     -       256.382  (meters)     841.15   (feet)  ADJUSTED  
 KE0600  ___________________________________________________________________
 KE0600  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 KE0600  DYNAMIC HT  -         256.215 (meters)     840.60  (feet)  COMP
 KE0600  MODELED GRAV-     979,973.9   (mgal)                       NAVD 88
 KE0600
 KE0600  VERT ORDER  -  FIRST     CLASS II
 KE0600
 KE0600.The horizontal coordinates were scaled from a topographic map and have
 KE0600.an estimated accuracy of +/- 6 seconds.
 KE0600
 KE0600.The orthometric height was determined by differential leveling
 KE0600.and adjusted by the National Geodetic Survey in June 1991..
 KE0600
 KE0600.The geoid height was determined by GEOID03.
 KE0600
 KE0600.The dynamic height is computed by dividing the NAVD 88
 KE0600.geopotential number by the normal gravity value computed on the
 KE0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0600.degrees latitude (g = 980.6199 gals.).
 KE0600
 KE0600.The modeled gravity was interpolated from observed gravity values.
 KE0600
 KE0600;                    North         East    Units  Estimated Accuracy
 KE0600;SPC KS N     -    80,700.      630,700.      MT  (+/- 180 meters Scaled)
 KE0600
 KE0600                          SUPERSEDED SURVEY CONTROL
 KE0600
 KE0600  NGVD 29 (??/??/92)  256.301  (m)          840.88   (f) ADJ UNCH    1 2
 KE0600
 KE0600.Superseded values are not recommended for survey control.
 KE0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0600.See file dsdata.txt to determine how the superseded data were derived.
 KE0600
 KE0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD978226(NAD 83)
 KE0600_MARKER: DB = BENCH MARK DISK
 KE0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0600_STAMPING: M 264 1940
 KE0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0600+STABILITY: SURFACE MOTION
 KE0600
 KE0600  HISTORY     - Date     Condition        Report By
 KE0600  HISTORY     - 1940     MONUMENTED       CGS
 KE0600  HISTORY     - 1951     GOOD             NGS
 KE0600  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0600
 KE0600                          STATION DESCRIPTION
 KE0600
 KE0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0600'3.5 MI E FROM LECOMPTON.
 KE0600'3.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0600'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 20 FEET NORTHEAST
 KE0600'OF THE STEEL RAIL MARKING MILEPOST 34, AT A ROAD CROSSING,
 KE0600'49 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 23 FEET NORTH
 KE0600'OF THE CENTERLINE OF THE TRACK, 12 FEET WEST OF A RIGHT-OF-WAY
 KE0600'FENCE CORNER, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 2.7 FEET
 KE0600'EAST OF A WHITE WOODEN WITNESS POST, AND 12 INCHES BELOW THE
 KE0600'SURFACE OF THE GROUND.  A STANDARD DISK, STAMPED M 264 1940 AND
 KE0600'SET IN THE TOP OF A CONCRETE POST.
 KE0600
 KE0600                          STATION RECOVERY (1986)
 KE0600
 KE0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0325 ***********************************************************************
 JF0325  DESIGNATION -  M 265
 JF0325  PID         -  JF0325
 JF0325  STATE/COUNTY-  KS/BUTLER
 JF0325  USGS QUAD   -  CASSODAY (1981)
 JF0325
 JF0325                         *CURRENT SURVEY CONTROL
 JF0325  ___________________________________________________________________
 JF0325* NAD 83(1986)-  38 01 38.     (N)    096 38 54.     (W)     SCALED    
 JF0325* NAVD 88     -       446.689  (meters)    1465.51   (feet)  ADJUSTED  
 JF0325  ___________________________________________________________________
 JF0325  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 JF0325  DYNAMIC HT  -         446.341 (meters)    1464.37  (feet)  COMP
 JF0325  MODELED GRAV-     979,837.4   (mgal)                       NAVD 88
 JF0325
 JF0325  VERT ORDER  -  SECOND    CLASS 0
 JF0325
 JF0325.The horizontal coordinates were scaled from a topographic map and have
 JF0325.an estimated accuracy of +/- 6 seconds.
 JF0325
 JF0325.The orthometric height was determined by differential leveling
 JF0325.and adjusted by the National Geodetic Survey in June 1991..
 JF0325
 JF0325.The geoid height was determined by GEOID03.
 JF0325
 JF0325.The dynamic height is computed by dividing the NAVD 88
 JF0325.geopotential number by the normal gravity value computed on the
 JF0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0325.degrees latitude (g = 980.6199 gals.).
 JF0325
 JF0325.The modeled gravity was interpolated from observed gravity values.
 JF0325
 JF0325;                    North         East    Units  Estimated Accuracy
 JF0325;SPC KS S     -   552,620.      562,560.      MT  (+/- 180 meters Scaled)
 JF0325
 JF0325                          SUPERSEDED SURVEY CONTROL
 JF0325
 JF0325  NGVD 29 (??/??/92)  446.514  (m)         1464.94   (f) ADJ UNCH    2 0
 JF0325
 JF0325.Superseded values are not recommended for survey control.
 JF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0325.See file dsdata.txt to determine how the superseded data were derived.
 JF0325
 JF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH064114(NAD 83)
 JF0325_MARKER: DB = BENCH MARK DISK
 JF0325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0325_SP_SET: BRIDGE
 JF0325_STAMPING: M 265 1940
 JF0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0325
 JF0325  HISTORY     - Date     Condition        Report By
 JF0325  HISTORY     - 1940     MONUMENTED       CGS
 JF0325  HISTORY     - 1970     GOOD             NGS
 JF0325
 JF0325                          STATION DESCRIPTION
 JF0325
 JF0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JF0325'1 MI S FROM CASSODAY.
 JF0325'1.0 MILE SOUT OF ATCHISON, TOPEKA AND SANTA FE RAILROAD DEPOT
 JF0325'IN CASSODAY.  BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE ATCHISON,
 JF0325'TOPEKA AND SANTA FE RAILROAD.  AT RAILROAD BRIDGE NO. 155 A.
 JF0325'13 FEET WEST OF THE CENTER LINE OF THE TRACK.  5.5 POLES SOUTH OF
 JF0325'A RAILROAD CROSSING.  3 FEET BELOW TOP OF THE RAIL.  NO 4 X 4
 JF0325'INCH WOODEN POST SET--BRIDGE SERVES AS LANDMARK.
 JF0325
 JF0325                          STATION RECOVERY (1970)
 JF0325
 JF0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0489 ***********************************************************************
 HG0489  DESIGNATION -  M 266
 HG0489  PID         -  HG0489
 HG0489  STATE/COUNTY-  KS/KIOWA
 HG0489  USGS QUAD   -  BELVIDERE (1968)
 HG0489
 HG0489                         *CURRENT SURVEY CONTROL
 HG0489  ___________________________________________________________________
 HG0489* NAD 83(1986)-  37 26 18.     (N)    099 02 33.     (W)     SCALED    
 HG0489* NAVD 88     -       545.887  (meters)    1790.96   (feet)  ADJUSTED  
 HG0489  ___________________________________________________________________
 HG0489  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 HG0489  DYNAMIC HT  -         545.416 (meters)    1789.42  (feet)  COMP
 HG0489  MODELED GRAV-     979,750.7   (mgal)                       NAVD 88
 HG0489
 HG0489  VERT ORDER  -  SECOND    CLASS 0
 HG0489
 HG0489.The horizontal coordinates were scaled from a topographic map and have
 HG0489.an estimated accuracy of +/- 6 seconds.
 HG0489
 HG0489.The orthometric height was determined by differential leveling
 HG0489.and adjusted by the National Geodetic Survey in June 1991..
 HG0489
 HG0489.The geoid height was determined by GEOID03.
 HG0489
 HG0489.The dynamic height is computed by dividing the NAVD 88
 HG0489.geopotential number by the normal gravity value computed on the
 HG0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0489.degrees latitude (g = 980.6199 gals.).
 HG0489
 HG0489.The modeled gravity was interpolated from observed gravity values.
 HG0489
 HG0489;                    North         East    Units  Estimated Accuracy
 HG0489;SPC KS S     -   485,780.      351,990.      MT  (+/- 180 meters Scaled)
 HG0489
 HG0489                          SUPERSEDED SURVEY CONTROL
 HG0489
 HG0489  NGVD 29 (??/??/92)  545.643  (m)         1790.16   (f) ADJ UNCH    2 0
 HG0489
 HG0489.Superseded values are not recommended for survey control.
 HG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0489.See file dsdata.txt to determine how the superseded data were derived.
 HG0489
 HG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG962435(NAD 83)
 HG0489_MARKER: DB = BENCH MARK DISK
 HG0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0489_STAMPING: M 266 1940
 HG0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0489+STABILITY: SURFACE MOTION
 HG0489
 HG0489  HISTORY     - Date     Condition        Report By
 HG0489  HISTORY     - 1940     MONUMENTED       CGS
 HG0489  HISTORY     - 1967     MARK NOT FOUND   USGS
 HG0489
 HG0489                          STATION DESCRIPTION
 HG0489
 HG0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0489'2.9 MI SE FROM BELVIDERE.
 HG0489'2.9 MILES SOUTHEAST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0489'TOPEKA, AND SANTA FE RR.  0.2 MILE EAST OF MILE POST NO. 48.  33.0
 HG0489'FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY NO. 160.  31.0 FEET
 HG0489'EAST OF CENTER OF INTERSECTION OF RAILROAD AND PRIVATE ROAD LEADING
 HG0489'TO FIELD.  30.0 FEET NORTH OF THE CENTER LINE OF THE TRACK.  3.0 FEET
 HG0489'WEST OF 4X4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
 HG0489
 HG0489                          STATION RECOVERY (1967)
 HG0489
 HG0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HG0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0464 ***********************************************************************
 JG0464  DESIGNATION -  M 267
 JG0464  PID         -  JG0464
 JG0464  STATE/COUNTY-  KS/PAWNEE
 JG0464  USGS QUAD   -  LARNED (1970)
 JG0464
 JG0464                         *CURRENT SURVEY CONTROL
 JG0464  ___________________________________________________________________
 JG0464* NAD 83(1986)-  38 11 06.     (N)    099 03 36.     (W)     SCALED    
 JG0464* NAVD 88     -       606.281  (meters)    1989.11   (feet)  ADJUSTED  
 JG0464  ___________________________________________________________________
 JG0464  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 JG0464  DYNAMIC HT  -         605.813 (meters)    1987.57  (feet)  COMP
 JG0464  MODELED GRAV-     979,837.0   (mgal)                       NAVD 88
 JG0464
 JG0464  VERT ORDER  -  SECOND    CLASS 0
 JG0464
 JG0464.The horizontal coordinates were scaled from a topographic map and have
 JG0464.an estimated accuracy of +/- 6 seconds.
 JG0464
 JG0464.The orthometric height was determined by differential leveling
 JG0464.and adjusted by the National Geodetic Survey in June 1991..
 JG0464
 JG0464.The geoid height was determined by GEOID03.
 JG0464
 JG0464.The dynamic height is computed by dividing the NAVD 88
 JG0464.geopotential number by the normal gravity value computed on the
 JG0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0464.degrees latitude (g = 980.6199 gals.).
 JG0464
 JG0464.The modeled gravity was interpolated from observed gravity values.
 JG0464
 JG0464;                    North         East    Units  Estimated Accuracy
 JG0464;SPC KS S     -   568,660.      350,940.      MT  (+/- 180 meters Scaled)
 JG0464
 JG0464                          SUPERSEDED SURVEY CONTROL
 JG0464
 JG0464  NGVD 29 (??/??/92)  606.116  (m)         1988.57   (f) ADJ UNCH    2 0
 JG0464
 JG0464.Superseded values are not recommended for survey control.
 JG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0464.See file dsdata.txt to determine how the superseded data were derived.
 JG0464
 JG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH947263(NAD 83)
 JG0464_MARKER: DB = BENCH MARK DISK
 JG0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0464_STAMPING: M 267 1940
 JG0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0464+STABILITY: SURFACE MOTION
 JG0464
 JG0464  HISTORY     - Date     Condition        Report By
 JG0464  HISTORY     - 1940     MONUMENTED       CGS
 JG0464
 JG0464                          STATION DESCRIPTION
 JG0464
 JG0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0464'1 MI NE FROM LARNED.
 JG0464'1 MILE NORTHEAST BY RAIL FROM A.T. AND S.F. RR. DEPOT, TURN
 JG0464'RIGHT AND GO SOUTHEAST BY RAIL 1.1 MILES ALONG MISSOURI PACIFIC
 JG0464'RR.  ALONG RIGHT-OF-WAY OF MISSOURI PACIFIC RR.  50 FEET NORTH
 JG0464'OF CENTERLINE OF TRACK.  9 FEET EAST OF CENTERLINE OF PRIVATE
 JG0464'ROAD.  3 FEET WEST OF 4 X 4 INCH WHITE WOODEN POST PROJECTING
 JG0464'18 INCHES.  1 FOOT SOUTH OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0530 ***********************************************************************
 JG0530  DESIGNATION -  M 268
 JG0530  PID         -  JG0530
 JG0530  STATE/COUNTY-  KS/NESS
 JG0530  USGS QUAD   -  MC CRACKEN SW (1966)
 JG0530
 JG0530                         *CURRENT SURVEY CONTROL
 JG0530  ___________________________________________________________________
 JG0530* NAD 83(1986)-  38 35 55.     (N)    099 40 05.     (W)     SCALED    
 JG0530* NAVD 88     -       686.523  (meters)    2252.37   (feet)  ADJUSTED  
 JG0530  ___________________________________________________________________
 JG0530  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 JG0530  DYNAMIC HT  -         685.986 (meters)    2250.61  (feet)  COMP
 JG0530  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 JG0530
 JG0530  VERT ORDER  -  SECOND    CLASS 0
 JG0530
 JG0530.The horizontal coordinates were scaled from a topographic map and have
 JG0530.an estimated accuracy of +/- 6 seconds.
 JG0530
 JG0530.The orthometric height was determined by differential leveling
 JG0530.and adjusted by the National Geodetic Survey in June 1991..
 JG0530
 JG0530.The geoid height was determined by GEOID03.
 JG0530
 JG0530.The dynamic height is computed by dividing the NAVD 88
 JG0530.geopotential number by the normal gravity value computed on the
 JG0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0530.degrees latitude (g = 980.6199 gals.).
 JG0530
 JG0530.The modeled gravity was interpolated from observed gravity values.
 JG0530
 JG0530;                    North         East    Units  Estimated Accuracy
 JG0530;SPC KS S     -   615,060.      298,250.      MT  (+/- 180 meters Scaled)
 JG0530
 JG0530                          SUPERSEDED SURVEY CONTROL
 JG0530
 JG0530  NGVD 29 (??/??/92)  686.234  (m)         2251.42   (f) ADJ UNCH    2 0
 JG0530
 JG0530.Superseded values are not recommended for survey control.
 JG0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0530.See file dsdata.txt to determine how the superseded data were derived.
 JG0530
 JG0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH418724(NAD 83)
 JG0530_MARKER: DB = BENCH MARK DISK
 JG0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0530_SP_SET: CONCRETE BASE
 JG0530_STAMPING: M 268 1940
 JG0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0530
 JG0530  HISTORY     - Date     Condition        Report By
 JG0530  HISTORY     - 1940     MONUMENTED       CGS
 JG0530
 JG0530                          STATION DESCRIPTION
 JG0530
 JG0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0530'4.5 MI E FROM BROWNELL.
 JG0530'4.5 MILES EAST ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JG0530'RR.  10 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  3 FEET
 JG0530'ABOVE THE TOP OF THE RAIL.  SET FLUSH AND HORIZONTAL IN THE
 JG0530'TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF SIGNAL
 JG0530'TOWER 6018.  NO WHITE POST WAS SET AS THE SIGNAL TOWER DESCRIBED
 JG0530'THE LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0489 ***********************************************************************
 JG0489  DESIGNATION -  M 27
 JG0489  PID         -  JG0489
 JG0489  STATE/COUNTY-  KS/HODGEMAN
 JG0489  USGS QUAD   -  JETMORE NW (1970)
 JG0489
 JG0489                         *CURRENT SURVEY CONTROL
 JG0489  ___________________________________________________________________
 JG0489* NAD 83(1986)-  38 10 32.     (N)    099 53 56.     (W)     SCALED    
 JG0489* NAVD 88     -       731.659  (meters)    2400.45   (feet)  ADJUSTED  
 JG0489  ___________________________________________________________________
 JG0489  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0489  DYNAMIC HT  -         731.055 (meters)    2398.47  (feet)  COMP
 JG0489  MODELED GRAV-     979,778.6   (mgal)                       NAVD 88
 JG0489
 JG0489  VERT ORDER  -  SECOND    CLASS 0
 JG0489
 JG0489.The horizontal coordinates were scaled from a topographic map and have
 JG0489.an estimated accuracy of +/- 6 seconds.
 JG0489
 JG0489.The orthometric height was determined by differential leveling
 JG0489.and adjusted by the National Geodetic Survey in June 1991..
 JG0489
 JG0489.The geoid height was determined by GEOID03.
 JG0489
 JG0489.The dynamic height is computed by dividing the NAVD 88
 JG0489.geopotential number by the normal gravity value computed on the
 JG0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0489.degrees latitude (g = 980.6199 gals.).
 JG0489
 JG0489.The modeled gravity was interpolated from observed gravity values.
 JG0489
 JG0489;                    North         East    Units  Estimated Accuracy
 JG0489;SPC KS S     -   568,390.      277,440.      MT  (+/- 180 meters Scaled)
 JG0489
 JG0489                          SUPERSEDED SURVEY CONTROL
 JG0489
 JG0489  NGVD 29 (??/??/92)  731.395  (m)         2399.59   (f) ADJ UNCH    2 0
 JG0489
 JG0489.Superseded values are not recommended for survey control.
 JG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0489.See file dsdata.txt to determine how the superseded data were derived.
 JG0489
 JG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH212256(NAD 83)
 JG0489_MARKER: DB = BENCH MARK DISK
 JG0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0489+STABILITY: SURFACE MOTION
 JG0489
 JG0489  HISTORY     - Date     Condition        Report By
 JG0489  HISTORY     - UNK      MONUMENTED       CGS
 JG0489  HISTORY     - 1934     GOOD             NGS
 JG0489  HISTORY     - 1938     GOOD             NGS
 JG0489
 JG0489                          STATION DESCRIPTION
 JG0489
 JG0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0489'6.4 MI N FROM JETMORE.
 JG0489'6.4 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF
 JG0489'STATE HIGHWAY NO. 21.  IN THE N.E. CORNER OF SECTION 1 R 24 W
 JG0489'T 22 S.  60 FT. S.W. OF THE INTERSECTION OF HIGHWAY NO. 21.
 JG0489'AND SECTION LINE ROAD.  54 FT. WEST OF THE CENTER LINE OF
 JG0489'HIGHWAY NO. 21.  NOTE-- HWY 21 IS NOW U.S. 283.
 JG0489
 JG0489                          STATION RECOVERY (1938)
 JG0489
 JG0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JG0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0385 ***********************************************************************
 KH0385  DESIGNATION -  M 272
 KH0385  PID         -  KH0385
 KH0385  STATE/COUNTY-  KS/LOGAN
 KH0385  USGS QUAD   -  WINONA (1972)
 KH0385
 KH0385                         *CURRENT SURVEY CONTROL
 KH0385  ___________________________________________________________________
 KH0385* NAD 83(1986)-  39 03 20.     (N)    101 11 01.     (W)     SCALED    
 KH0385* NAVD 88     -       999.749  (meters)    3280.01   (feet)  ADJUSTED  
 KH0385  ___________________________________________________________________
 KH0385  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 KH0385  DYNAMIC HT  -         998.928 (meters)    3277.32  (feet)  COMP
 KH0385  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 KH0385
 KH0385  VERT ORDER  -  SECOND    CLASS 0
 KH0385
 KH0385.The horizontal coordinates were scaled from a topographic map and have
 KH0385.an estimated accuracy of +/- 6 seconds.
 KH0385
 KH0385.The orthometric height was determined by differential leveling
 KH0385.and adjusted by the National Geodetic Survey in June 1991..
 KH0385
 KH0385.The geoid height was determined by GEOID03.
 KH0385
 KH0385.The dynamic height is computed by dividing the NAVD 88
 KH0385.geopotential number by the normal gravity value computed on the
 KH0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0385.degrees latitude (g = 980.6199 gals.).
 KH0385
 KH0385.The modeled gravity was interpolated from observed gravity values.
 KH0385
 KH0385;                    North         East    Units  Estimated Accuracy
 KH0385;SPC KS N     -    85,020.      124,500.      MT  (+/- 180 meters Scaled)
 KH0385
 KH0385                          SUPERSEDED SURVEY CONTROL
 KH0385
 KH0385  NGVD 29 (??/??/92)  999.375  (m)         3278.78   (f) ADJ UNCH    2 0
 KH0385
 KH0385.Superseded values are not recommended for survey control.
 KH0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0385.See file dsdata.txt to determine how the superseded data were derived.
 KH0385
 KH0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ110252(NAD 83)
 KH0385_MARKER: DB = BENCH MARK DISK
 KH0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0385_STAMPING: M 272 1940
 KH0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0385+STABILITY: SURFACE MOTION
 KH0385
 KH0385  HISTORY     - Date     Condition        Report By
 KH0385  HISTORY     - 1940     MONUMENTED       CGS
 KH0385  HISTORY     - 1971     MARK NOT FOUND   USGS
 KH0385
 KH0385                          STATION DESCRIPTION
 KH0385
 KH0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KH0385'3.8 MI SW FROM PAGE CITY.
 KH0385'3.8 MILES SOUTHWEST OF THE UNION PACIFIC RAILROAD STATION IN
 KH0385'PAGE CITY.  TO REACH FROM THE UNION PACIFIC RAILROAD STATION IN
 KH0385'PAGE CITY, PROCEED WESTERLY ALONG U.S. HIGHWAY NO. 40, GO 1.8
 KH0385'MILES, TURN LEFT (SOUTH) AT JUNCTION OF U.S. HIGHWAY NO. 40 WITH
 KH0385'STATE HIGHWAY NO. 25, AND CONTINUE SOUTHWARD ON STATE HIGHWAY NO.
 KH0385'25, GO 2.0 MILES.  BENCH MARK IS 0.6 MILE SOUTH OF A RANCH HOUSE
 KH0385'ON THE EAST SIDE OF THE HIGHWAY, 36 FEET WEST OF CENTER LINE OF
 KH0385'THE HIGHWAY, 2.8 FEET WEST OF A TELEPHONE POLE, 2.8 FEET SOUTH OF
 KH0385'A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 20 FEET.
 KH0385'MONUMENT PROJECTS 0.4 FOOT.
 KH0385
 KH0385                          STATION RECOVERY (1971)
 KH0385
 KH0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KH0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0110 ***********************************************************************
 HH0110  DESIGNATION -  M 273
 HH0110  PID         -  HH0110
 HH0110  STATE/COUNTY-  KS/HASKELL
 HH0110  USGS QUAD   -  SATANTA (1968)
 HH0110
 HH0110                         *CURRENT SURVEY CONTROL
 HH0110  ___________________________________________________________________
 HH0110* NAD 83(1986)-  37 26 47.     (N)    100 58 13.     (W)     SCALED    
 HH0110* NAVD 88     -       902.030  (meters)    2959.41   (feet)  ADJUSTED  
 HH0110  ___________________________________________________________________
 HH0110  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 HH0110  DYNAMIC HT  -         901.175 (meters)    2956.61  (feet)  COMP
 HH0110  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 HH0110
 HH0110  VERT ORDER  -  SECOND    CLASS 0
 HH0110
 HH0110.The horizontal coordinates were scaled from a topographic map and have
 HH0110.an estimated accuracy of +/- 6 seconds.
 HH0110
 HH0110.The orthometric height was determined by differential leveling
 HH0110.and adjusted by the National Geodetic Survey in June 1991..
 HH0110
 HH0110.The geoid height was determined by GEOID03.
 HH0110
 HH0110.The dynamic height is computed by dividing the NAVD 88
 HH0110.geopotential number by the normal gravity value computed on the
 HH0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0110.degrees latitude (g = 980.6199 gals.).
 HH0110
 HH0110.The modeled gravity was interpolated from observed gravity values.
 HH0110
 HH0110;                    North         East    Units  Estimated Accuracy
 HH0110;SPC KS S     -   489,430.      181,440.      MT  (+/- 180 meters Scaled)
 HH0110
 HH0110                          SUPERSEDED SURVEY CONTROL
 HH0110
 HH0110  NGVD 29 (??/??/92)  901.653  (m)         2958.17   (f) ADJ UNCH    2 0
 HH0110
 HH0110.Superseded values are not recommended for survey control.
 HH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0110.See file dsdata.txt to determine how the superseded data were derived.
 HH0110
 HH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG257462(NAD 83)
 HH0110_MARKER: DB = BENCH MARK DISK
 HH0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0110_STAMPING: M 273 1940
 HH0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0110+STABILITY: SURFACE MOTION
 HH0110
 HH0110  HISTORY     - Date     Condition        Report By
 HH0110  HISTORY     - 1940     MONUMENTED       CGS
 HH0110
 HH0110                          STATION DESCRIPTION
 HH0110
 HH0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0110'0.9 MI NE FROM SATANTA.
 HH0110'0.9 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0110'RAILWAY FROM THE STATION AT SATANTA, HASKELL COUNTY, 8.5 FEET
 HH0110'EAST OF MILEPOST 57, 40 FEET NORTH OF THE CENTERLINE OF STATE
 HH0110'HIGHWAY 45 PARALLELING THE TRACK, 42 FEET SOUTH OF THE CENTERLINE
 HH0110'OF THE TRACK, AND 7.7 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 HH0110'A STANDARD DISK, STAMPED M 273 1940 AND SET IN THE TOP OF A
 HH0110'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0927 ***********************************************************************
 JE0927  DESIGNATION -  M 276
 JE0927  PID         -  JE0927
 JE0927  STATE/COUNTY-  KS/DOUGLAS
 JE0927  USGS QUAD   -  BALDWIN CITY (1978)
 JE0927
 JE0927                         *CURRENT SURVEY CONTROL
 JE0927  ___________________________________________________________________
 JE0927* NAD 83(1986)-  38 45 08.     (N)    095 13 20.     (W)     SCALED    
 JE0927* NAVD 88     -       308.004  (meters)    1010.51   (feet)  ADJUSTED  
 JE0927  ___________________________________________________________________
 JE0927  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JE0927  DYNAMIC HT  -         307.795 (meters)    1009.82  (feet)  COMP
 JE0927  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 JE0927
 JE0927  VERT ORDER  -  SECOND    CLASS 0
 JE0927
 JE0927.The horizontal coordinates were scaled from a topographic map and have
 JE0927.an estimated accuracy of +/- 6 seconds.
 JE0927
 JE0927.The orthometric height was determined by differential leveling
 JE0927.and adjusted by the National Geodetic Survey in June 1991..
 JE0927
 JE0927.The geoid height was determined by GEOID03.
 JE0927
 JE0927.The dynamic height is computed by dividing the NAVD 88
 JE0927.geopotential number by the normal gravity value computed on the
 JE0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0927.degrees latitude (g = 980.6199 gals.).
 JE0927
 JE0927.The modeled gravity was interpolated from observed gravity values.
 JE0927
 JE0927;                    North         East    Units  Estimated Accuracy
 JE0927;SPC KS N     -    50,200.      641,430.      MT  (+/- 180 meters Scaled)
 JE0927
 JE0927                          SUPERSEDED SURVEY CONTROL
 JE0927
 JE0927  NGVD 29 (??/??/92)  307.890  (m)         1010.14   (f) ADJ UNCH    2 0
 JE0927
 JE0927.Superseded values are not recommended for survey control.
 JE0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0927.See file dsdata.txt to determine how the superseded data were derived.
 JE0927
 JE0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC068916(NAD 83)
 JE0927_MARKER: DB = BENCH MARK DISK
 JE0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0927_STAMPING: M 276 1945
 JE0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0927+STABILITY: SURFACE MOTION
 JE0927
 JE0927  HISTORY     - Date     Condition        Report By
 JE0927  HISTORY     - 1945     MONUMENTED       CGS
 JE0927  HISTORY     - 1950     GOOD             NGS
 JE0927
 JE0927                          STATION DESCRIPTION
 JE0927
 JE0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0927'1.9 MI S FROM BALDWIN.
 JE0927'ABOUT 1.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0927'RAILROAD FROM THE STATION AT BALDWIN, 10.5 FEET EAST OF THE
 JE0927'8TH POLE SOUTH OF MILE POST 17, 48.6 FEET EAST OF AND ABOUT 7.0
 JE0927'FEET LOWER THAN THE CENTER LINE OF THE TRACKS, 22.5 FEET WEST OF
 JE0927'THE CENTER LINE OF A ROAD PARALLELING THE TRACKS, 2.0 FEET WEST
 JE0927'OF THE RIGHT OF WAY FENCE AND 1.0 FOOT SOUTH OF A 4 X 4 MARKER
 JE0927'POST.  A BRONZE DISK STAMPED M 276 1945 SET IN THE TOP OF A
 JE0927'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
 JE0927
 JE0927                          STATION RECOVERY (1950)
 JE0927
 JE0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1107 ***********************************************************************
 JE1107  DESIGNATION -  M 278
 JE1107  PID         -  JE1107
 JE1107  STATE/COUNTY-  KS/MIAMI
 JE1107  USGS QUAD   -  LANE (1983)
 JE1107
 JE1107                         *CURRENT SURVEY CONTROL
 JE1107  ___________________________________________________________________
 JE1107* NAD 83(1997)-  38 26 00.37259(N)    095 00 37.85838(W)     ADJUSTED  
 JE1107* NAVD 88     -       327.47   (+/-2cm)    1074.4    (feet)  VERTCON   
 JE1107  ___________________________________________________________________
 JE1107  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 JE1107  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JE1107
 JE1107  HORZ ORDER  -  SECOND
 JE1107  VERT ORDER  -  THIRD ? (See Below)
 JE1107
 JE1107.The horizontal coordinates were established by classical geodetic methods
 JE1107.and adjusted by the National Geodetic Survey in October 1998..
 JE1107
 JE1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1107.The vertical order pertains to the NGVD 29 superseded value.
 JE1107
 JE1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1107
 JE1107.The geoid height was determined by GEOID03.
 JE1107
 JE1107;                    North         East     Units Scale Factor Converg.
 JE1107;SPC KS S     -   601,790.152   704,598.929   MT  0.99997637   +2 08 39.8
 JE1107;UTM  15      - 4,255,821.784   324,517.773   MT  0.99997924   -1 15 00.2
 JE1107
 JE1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1107!SPC KS S     -   0.99995362  x   0.99997637  =   0.99992999
 JE1107!UTM  15      -   0.99995362  x   0.99997924  =   0.99993286
 JE1107
 JE1107                          SUPERSEDED SURVEY CONTROL
 JE1107
 JE1107  NAD 83(1986)-  38 26 00.37974(N)    095 00 37.85823(W) AD(       ) 2
 JE1107  NAD 27      -  38 26 00.32000(N)    095 00 36.97600(W) AD(       ) 2
 JE1107  NGVD 29 (07/19/86)  327.34   (m)         1073.9    (f) LEVELING    3  
 JE1107
 JE1107.Superseded values are not recommended for survey control.
 JE1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1107.See file dsdata.txt to determine how the superseded data were derived.
 JE1107
 JE1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2451855822(NAD 83)
 JE1107_MARKER: DB = BENCH MARK DISK
 JE1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1107_STAMPING: M 278 1946
 JE1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1107+STABILITY: SURFACE MOTION
 JE1107
 JE1107  HISTORY     - Date     Condition        Report By
 JE1107  HISTORY     - 1946     MONUMENTED       CGS
 JE1107  HISTORY     - 1970     GOOD             NGS
 JE1107
 JE1107                          STATION DESCRIPTION
 JE1107
 JE1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JE1107'6.4 MI SW FROM OSAWATOMIE.
 JE1107'ALONG U.S. HIGHWAY 169, 6.4 MILES SOUTHWEST OF THE MISSOURI
 JE1107'PACIFIC RAILROAD STATION AT OSAWATOMIE, AT A CROSSROAD, 150.00
 JE1107'FEET WEST-NORTHWEST OF TRIANGULATION STATION OSA 1948, 70 FEET
 JE1107'NORTHWEST OF THE CENTER OF U.S. HIGHWAY 169, 35 FEET EAST OF
 JE1107'THE CENTER OF A GRAVELED ROAD, 7.5 FEET SOUTH OF A FENCE CORNER
 JE1107'POST, 0.5 FEET NORTH OF A METAL WITNESS POST, AND IS FLUSH
 JE1107'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1106 ***********************************************************************
 JE1106  DESIGNATION -  M 278
 JE1106  PID         -  JE1106
 JE1106  STATE/COUNTY-  KS/MIAMI
 JE1106  USGS QUAD   -  LANE (1983)
 JE1106
 JE1106                         *CURRENT SURVEY CONTROL
 JE1106  ___________________________________________________________________
 JE1106* NAD 83(1986)-  38 25 58.     (N)    095 00 34.     (W)     SCALED    
 JE1106* NAVD 88     -       327.482  (meters)    1074.41   (feet)  ADJUSTED  
 JE1106  ___________________________________________________________________
 JE1106  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JE1106  DYNAMIC HT  -         327.248 (meters)    1073.65  (feet)  COMP
 JE1106  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 JE1106
 JE1106  VERT ORDER  -  SECOND    CLASS 0
 JE1106
 JE1106.The horizontal coordinates were scaled from a topographic map and have
 JE1106.an estimated accuracy of +/- 6 seconds.
 JE1106
 JE1106.The orthometric height was determined by differential leveling
 JE1106.and adjusted by the National Geodetic Survey in June 1991..
 JE1106
 JE1106.The geoid height was determined by GEOID03.
 JE1106
 JE1106.The dynamic height is computed by dividing the NAVD 88
 JE1106.geopotential number by the normal gravity value computed on the
 JE1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1106.degrees latitude (g = 980.6199 gals.).
 JE1106
 JE1106.The modeled gravity was interpolated from observed gravity values.
 JE1106
 JE1106;                    North         East    Units  Estimated Accuracy
 JE1106;SPC KS S     -   601,720.      704,700.      MT  (+/- 180 meters Scaled)
 JE1106
 JE1106                          SUPERSEDED SURVEY CONTROL
 JE1106
 JE1106  NGVD 29 (??/??/92)  327.345  (m)         1073.96   (f) ADJ UNCH    2 0
 JE1106
 JE1106.Superseded values are not recommended for survey control.
 JE1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1106.See file dsdata.txt to determine how the superseded data were derived.
 JE1106
 JE1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC246557(NAD 83)
 JE1106_MARKER: DB = BENCH MARK DISK
 JE1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1106_STAMPING: M 278 1946
 JE1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1106+STABILITY: SURFACE MOTION
 JE1106
 JE1106  HISTORY     - Date     Condition        Report By
 JE1106  HISTORY     - 1946     MONUMENTED       CGS
 JE1106  HISTORY     - 1950     GOOD             NGS
 JE1106
 JE1106                          STATION DESCRIPTION
 JE1106
 JE1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JE1106'6.4 MI SW FROM OSAWATOMIE.
 JE1106'ALONG U.S. HIGHWAY NO 169, 6.4 MILES SOUTHWEST OF THE MISSOURI
 JE1106'PACIFIC RAILROAD STATION IN OSAWATOMIE, AT A CROSS ROAD, 75
 JE1106'FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 27 FEET NORTHEAST
 JE1106'OF THE CENTER OF A GRAVELED COUNTY ROAD, 10 FEET NORTHEAST
 JE1106'OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF WITNESS POST. THE DISK
 JE1106'IS SET IN THE TOP OF A CONCRETE POST, PROJECTING 4 INCHES
 JE1106
 JE1106                          STATION RECOVERY (1950)
 JE1106
 JE1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1025 ***********************************************************************
 JF1025  DESIGNATION -  M 279
 JF1025  PID         -  JF1025
 JF1025  STATE/COUNTY-  KS/SALINE
 JF1025  USGS QUAD   -  SALINA (1978)
 JF1025
 JF1025                         *CURRENT SURVEY CONTROL
 JF1025  ___________________________________________________________________
 JF1025* NAD 83(1986)-  38 50 58.     (N)    097 36 28.     (W)     SCALED    
 JF1025* NAVD 88     -       372.040  (meters)    1220.60   (feet)  ADJUSTED  
 JF1025  ___________________________________________________________________
 JF1025  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 JF1025  DYNAMIC HT  -         371.791 (meters)    1219.78  (feet)  COMP
 JF1025  MODELED GRAV-     979,947.9   (mgal)                       NAVD 88
 JF1025
 JF1025  VERT ORDER  -  FIRST     CLASS II
 JF1025
 JF1025.The horizontal coordinates were scaled from a topographic map and have
 JF1025.an estimated accuracy of +/- 6 seconds.
 JF1025
 JF1025.The orthometric height was determined by differential leveling
 JF1025.and adjusted by the National Geodetic Survey in June 1991..
 JF1025.WARNING-Repeat measurements at this control monument indicate possible
 JF1025.vertical movement.
 JF1025
 JF1025.The geoid height was determined by GEOID03.
 JF1025
 JF1025.The dynamic height is computed by dividing the NAVD 88
 JF1025.geopotential number by the normal gravity value computed on the
 JF1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1025.degrees latitude (g = 980.6199 gals.).
 JF1025
 JF1025.The modeled gravity was interpolated from observed gravity values.
 JF1025
 JF1025;                    North         East    Units  Estimated Accuracy
 JF1025;SPC KS N     -    57,370.      434,050.      MT  (+/- 180 meters Scaled)
 JF1025
 JF1025                          SUPERSEDED SURVEY CONTROL
 JF1025
 JF1025  NGVD 29 (??/??/92)  371.993  (m)         1220.45   (f) ADJ UNCH    1 2
 JF1025
 JF1025.Superseded values are not recommended for survey control.
 JF1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1025.See file dsdata.txt to determine how the superseded data were derived.
 JF1025
 JF1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ208009(NAD 83)
 JF1025_MARKER: DB = BENCH MARK DISK
 JF1025_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JF1025+WITH SETTING: PAVEMENT
 JF1025_SP_SET: WATER TANK FOUNDATION
 JF1025_STAMPING: M 279 1947
 JF1025_MARK LOGO: CGS   
 JF1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1025+STABILITY: SURFACE MOTION
 JF1025
 JF1025  HISTORY     - Date     Condition        Report By
 JF1025  HISTORY     - 1947     MONUMENTED       CGS
 JF1025  HISTORY     - 1953     GOOD             NGS
 JF1025  HISTORY     - 1986     GOOD             NGS
 JF1025
 JF1025                          STATION DESCRIPTION
 JF1025
 JF1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF1025'AT SALINA.
 JF1025'AT SALINA, AT THE NEW DOME SHAPED STEEL CITY WATER TANK, ABOUT
 JF1025'300 FEET EAST OF SANTA FE AVENUE AND ABOUT 300 FEET SOUTH OF THE
 JF1025'UNION PACIFIC RAILROAD TRACKS, SET IN THE CENTER AND TOP OF THE
 JF1025'NORTH SIDE OF THE CONCRETE BASE FOR THE MOST NORTHERLY ONE OF
 JF1025'10 STEEL LEGS WHICH SUPPORT THE WATER TANK, ABOUT 0.2 FOOT ABOVE
 JF1025'THE TOP OF THE GROUND.
 JF1025
 JF1025                          STATION RECOVERY (1953)
 JF1025
 JF1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JF1025'RECOVERED IN GOOD CONDITION.
 JF1025
 JF1025                          STATION RECOVERY (1986)
 JF1025
 JF1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0508 ***********************************************************************
 JG0508  DESIGNATION -  M 28
 JG0508  PID         -  JG0508
 JG0508  STATE/COUNTY-  KS/HODGEMAN
 JG0508  USGS QUAD   -  HANSTON (1970)
 JG0508
 JG0508                         *CURRENT SURVEY CONTROL
 JG0508  ___________________________________________________________________
 JG0508* NAD 83(1986)-  38 07 18.     (N)    099 42 47.     (W)     SCALED    
 JG0508* NAVD 88     -       658.614  (meters)    2160.80   (feet)  ADJUSTED  
 JG0508  ___________________________________________________________________
 JG0508  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0508  DYNAMIC HT  -         658.074 (meters)    2159.03  (feet)  COMP
 JG0508  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 JG0508
 JG0508  VERT ORDER  -  SECOND    CLASS 0
 JG0508
 JG0508.The horizontal coordinates were scaled from a topographic map and have
 JG0508.an estimated accuracy of +/- 6 seconds.
 JG0508
 JG0508.The orthometric height was determined by differential leveling
 JG0508.and adjusted by the National Geodetic Survey in June 1991..
 JG0508
 JG0508.The geoid height was determined by GEOID03.
 JG0508
 JG0508.The dynamic height is computed by dividing the NAVD 88
 JG0508.geopotential number by the normal gravity value computed on the
 JG0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0508.degrees latitude (g = 980.6199 gals.).
 JG0508
 JG0508.The modeled gravity was interpolated from observed gravity values.
 JG0508
 JG0508;                    North         East    Units  Estimated Accuracy
 JG0508;SPC KS S     -   562,180.      293,640.      MT  (+/- 180 meters Scaled)
 JG0508
 JG0508                          SUPERSEDED SURVEY CONTROL
 JG0508
 JG0508  NGVD 29 (??/??/92)  658.389  (m)         2160.06   (f) ADJ UNCH    2 0
 JG0508
 JG0508.Superseded values are not recommended for survey control.
 JG0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0508.See file dsdata.txt to determine how the superseded data were derived.
 JG0508
 JG0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH374195(NAD 83)
 JG0508_MARKER: DB = BENCH MARK DISK
 JG0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0508_STAMPING: M 28 1934
 JG0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0508+STABILITY: SURFACE MOTION
 JG0508
 JG0508  HISTORY     - Date     Condition        Report By
 JG0508  HISTORY     - 1934     MONUMENTED       CGS
 JG0508  HISTORY     - 1956     MARK NOT FOUND   USGS
 JG0508
 JG0508                          STATION DESCRIPTION
 JG0508
 JG0508'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JG0508'AT HANSTON.
 JG0508'AT HANSTON, HODGEMAN COUNTY, 64.7 FEET NORTHEAST OF THE NORTH
 JG0508'CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT
 JG0508'OLNEY, 23 FEET EAST OF THE CENTER OF A ROAD CROSSING, AND 21.3
 JG0508'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK.  A
 JG0508'STANDARD DISK, STAMPED M 28 1934 AND SET IN THE TOP OF A CONCRETE
 JG0508'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0189 ***********************************************************************
 KE0189  DESIGNATION -  M 280
 KE0189  PID         -  KE0189
 KE0189  STATE/COUNTY-  KS/LEAVENWORTH
 KE0189  USGS QUAD   -  WOLCOTT (1975)
 KE0189
 KE0189                         *CURRENT SURVEY CONTROL
 KE0189  ___________________________________________________________________
 KE0189* NAD 83(1986)-  39 13 35.     (N)    094 50 43.     (W)     SCALED    
 KE0189* NAVD 88     -       233.340  (meters)     765.55   (feet)  ADJUSTED  
 KE0189  ___________________________________________________________________
 KE0189  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KE0189  DYNAMIC HT  -         233.191 (meters)     765.06  (feet)  COMP
 KE0189  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 KE0189
 KE0189  VERT ORDER  -  FIRST     CLASS II
 KE0189
 KE0189.The horizontal coordinates were scaled from a topographic map and have
 KE0189.an estimated accuracy of +/- 6 seconds.
 KE0189
 KE0189.The orthometric height was determined by differential leveling
 KE0189.and adjusted by the National Geodetic Survey in June 1991..
 KE0189
 KE0189.The geoid height was determined by GEOID03.
 KE0189
 KE0189.The dynamic height is computed by dividing the NAVD 88
 KE0189.geopotential number by the normal gravity value computed on the
 KE0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0189.degrees latitude (g = 980.6199 gals.).
 KE0189
 KE0189.The modeled gravity was interpolated from observed gravity values.
 KE0189
 KE0189;                    North         East    Units  Estimated Accuracy
 KE0189;SPC KS N     -   103,880.      672,340.      MT  (+/- 180 meters Scaled)
 KE0189
 KE0189                          SUPERSEDED SURVEY CONTROL
 KE0189
 KE0189  NGVD 29 (??/??/92)  233.253  (m)          765.26   (f) ADJ UNCH    1 2
 KE0189
 KE0189.Superseded values are not recommended for survey control.
 KE0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0189.See file dsdata.txt to determine how the superseded data were derived.
 KE0189
 KE0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD407435(NAD 83)
 KE0189_MARKER: DB = BENCH MARK DISK
 KE0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0189_SP_SET: BRIDGE ABUTMENT
 KE0189_STAMPING: M 280 1948
 KE0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0189
 KE0189  HISTORY     - Date     Condition        Report By
 KE0189  HISTORY     - 1948     MONUMENTED       CGS
 KE0189  HISTORY     - 1951     GOOD             NGS
 KE0189
 KE0189                          STATION DESCRIPTION
 KE0189
 KE0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0189'3.6 MI NW FROM WOLCOTT.
 KE0189'3.6 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0189'STATION AT WOLCOTT, 0.8 MILE NORTHWEST OF A BRIDGE OVER LITTLE
 KE0189'SNELL CREEK, 2 POLES SOUTHEAST OF MILEPOST 302-20, SET IN THE
 KE0189'TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF BRIDGE 80,
 KE0189'6.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 1.0 FOOT
 KE0189'NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT, AND 2.0 FEET
 KE0189'BELOW THE TOP OF THE RAILS.
 KE0189
 KE0189                          STATION RECOVERY (1951)
 KE0189
 KE0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0485 ***********************************************************************
 KE0485  DESIGNATION -  M 281
 KE0485  PID         -  KE0485
 KE0485  STATE/COUNTY-  KS/ATCHISON
 KE0485  USGS QUAD   -  ATCHISON EAST (1984)
 KE0485
 KE0485                         *CURRENT SURVEY CONTROL
 KE0485  ___________________________________________________________________
 KE0485* NAD 83(1986)-  39 33 46.     (N)    095 07 13.     (W)     SCALED    
 KE0485* NAVD 88     -       248.927  (meters)     816.69   (feet)  ADJUSTED  
 KE0485  ___________________________________________________________________
 KE0485  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 KE0485  DYNAMIC HT  -         248.777 (meters)     816.20  (feet)  COMP
 KE0485  MODELED GRAV-     980,018.4   (mgal)                       NAVD 88
 KE0485
 KE0485  VERT ORDER  -  FIRST     CLASS II
 KE0485
 KE0485.The horizontal coordinates were scaled from a topographic map and have
 KE0485.an estimated accuracy of +/- 6 seconds.
 KE0485
 KE0485.The orthometric height was determined by differential leveling
 KE0485.and adjusted by the National Geodetic Survey in June 1991..
 KE0485
 KE0485.The geoid height was determined by GEOID03.
 KE0485
 KE0485.The dynamic height is computed by dividing the NAVD 88
 KE0485.geopotential number by the normal gravity value computed on the
 KE0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0485.degrees latitude (g = 980.6199 gals.).
 KE0485
 KE0485.The modeled gravity was interpolated from observed gravity values.
 KE0485
 KE0485;                    North         East    Units  Estimated Accuracy
 KE0485;SPC KS N     -   140,420.      647,420.      MT  (+/- 180 meters Scaled)
 KE0485
 KE0485                          SUPERSEDED SURVEY CONTROL
 KE0485
 KE0485  NGVD 29 (??/??/92)  248.826  (m)          816.36   (f) ADJ UNCH    1 2
 KE0485
 KE0485.Superseded values are not recommended for survey control.
 KE0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0485.See file dsdata.txt to determine how the superseded data were derived.
 KE0485
 KE0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD178813(NAD 83)
 KE0485_MARKER: DB = BENCH MARK DISK
 KE0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0485_SP_SET: CONCRETE POST
 KE0485_STAMPING: M 281 1948
 KE0485_MARK LOGO: CGS   
 KE0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0485+STABILITY: SURFACE MOTION
 KE0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0485+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1989
 KE0485
 KE0485  HISTORY     - Date     Condition        Report By
 KE0485  HISTORY     - 1948     MONUMENTED       CGS
 KE0485  HISTORY     - 1957     GOOD             NGS
 KE0485  HISTORY     - 19881004 GOOD             USPSQD
 KE0485  HISTORY     - 19890820 GOOD             NGS
 KE0485
 KE0485                          STATION DESCRIPTION
 KE0485
 KE0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0485'AT ATCHISON.
 KE0485'AT ATCHISON, AT THE CITY HALL WHICH IS AT THE NORTHEAST CORNER
 KE0485'OF THE INTERSECTION OF NORTH SIXTH STREET AND KANSAS AVENUE,
 KE0485'IN THE SMALL WIRE FENCE PEN AROUND THE POLICE RADIO TRANSMITTING
 KE0485'TOWER WHICH IS NORTH OF THE NORTHEAST CORNER OF THE CITY HALL,
 KE0485'4.0 FEET NORTH OF A POINT MIDWAY BETWEEN THE TWO MOST NORTHERLY
 KE0485'STEEL LEGS OF THE TOWER, SET IN THE TOP OF A CONCRETE POST WHICH
 KE0485'IS FLUSH WITH THE GROUND.
 KE0485
 KE0485                          STATION RECOVERY (1957)
 KE0485
 KE0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0485'RECOVERED IN GOOD CONDITION.
 KE0485
 KE0485                          STATION RECOVERY (1988)
 KE0485
 KE0485'RECOVERY NOTE BY US POWER SQUADRON 1988 (CA)
 KE0485'RECOVERED IN GOOD CONDITION.
 KE0485
 KE0485                          STATION RECOVERY (1989)
 KE0485
 KE0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0170 ***********************************************************************
 JG0170  DESIGNATION -  M 282
 JG0170  PID         -  JG0170
 JG0170  STATE/COUNTY-  KS/BARTON
 JG0170  USGS QUAD   -  GREAT BEND (1983)
 JG0170
 JG0170                         *CURRENT SURVEY CONTROL
 JG0170  ___________________________________________________________________
 JG0170* NAD 83(1986)-  38 20 39.     (N)    098 51 09.     (W)     SCALED    
 JG0170* NAVD 88     -       573.75   (+/-2cm)    1882.4    (feet)  VERTCON   
 JG0170  ___________________________________________________________________
 JG0170  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0170
 JG0170  VERT ORDER  -  THIRD (See Below)
 JG0170
 JG0170.This mark is at Great Bend Municipal Airport (GBD)
 JG0170
 JG0170.The horizontal coordinates were scaled from a topographic map and have
 JG0170.an estimated accuracy of +/- 6 seconds.
 JG0170
 JG0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0170.The vertical order pertains to the NGVD 29 superseded value.
 JG0170
 JG0170.The geoid height was determined by GEOID03.
 JG0170
 JG0170;                    North         East    Units  Estimated Accuracy
 JG0170;SPC KS S     -   586,240.      369,190.      MT  (+/- 180 meters Scaled)
 JG0170
 JG0170                          SUPERSEDED SURVEY CONTROL
 JG0170
 JG0170  NGVD 29 (??/??/??)  573.60   (m)         1881.9    (f) RESET       3  
 JG0170
 JG0170.Superseded values are not recommended for survey control.
 JG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0170.See file dsdata.txt to determine how the superseded data were derived.
 JG0170
 JG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH128440(NAD 83)
 JG0170_MARKER: DB = BENCH MARK DISK
 JG0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0170_STAMPING: M 282 1953
 JG0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0170+STABILITY: SURFACE MOTION
 JG0170
 JG0170  HISTORY     - Date     Condition        Report By
 JG0170  HISTORY     - 1953     MONUMENTED       CGS
 JG0170  HISTORY     - 1965     MARK NOT FOUND   NGS
 JG0170  HISTORY     - 1976     GOOD             NGS
 JG0170
 JG0170                          STATION DESCRIPTION
 JG0170
 JG0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0170'4.5 MI SW FROM GREAT BEND.
 JG0170'4.5 MILES WEST SOUTHWEST OF GREAT BEND, AT THE MUNICIPAL AIRPORT,
 JG0170'115 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 JG0170'STACK BY A HANGAR, 60 FEET EAST OF THE AIRPORT CEILIOMETER,
 JG0170'230 FEET EAST NORTHEAST OF A FIRE HYDRANT AT THE EDGE OF A
 JG0170'PARKING APRON, APPROXIMATELY UNDER THE CENTER OF THE AIRPORT
 JG0170'BEACON.  A STANDARD DISK, STAMPED M 282 1953 AND SET IN A
 JG0170'CONCRETE POST FLUSH WITH THE GROUND.
 JG0170
 JG0170                          STATION RECOVERY (1965)
 JG0170
 JG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 JG0170'MARK NOT FOUND.
 JG0170
 JG0170                          STATION RECOVERY (1976)
 JG0170
 JG0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JG0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1228 ***********************************************************************
 JF1228  DESIGNATION -  M 283
 JF1228  PID         -  JF1228
 JF1228  STATE/COUNTY-  KS/DICKINSON
 JF1228  USGS QUAD   -  KANSAS FALLS (1978)
 JF1228
 JF1228                         *CURRENT SURVEY CONTROL
 JF1228  ___________________________________________________________________
 JF1228* NAD 83(1986)-  38 58 23.     (N)    096 58 52.     (W)     SCALED    
 JF1228* NAVD 88     -       337.271  (meters)    1106.53   (feet)  ADJUSTED  
 JF1228  ___________________________________________________________________
 JF1228  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 JF1228  DYNAMIC HT  -         337.035 (meters)    1105.76  (feet)  COMP
 JF1228  MODELED GRAV-     979,919.6   (mgal)                       NAVD 88
 JF1228
 JF1228  VERT ORDER  -  FIRST     CLASS II
 JF1228
 JF1228.The horizontal coordinates were scaled from a topographic map and have
 JF1228.an estimated accuracy of +/- 6 seconds.
 JF1228
 JF1228.The orthometric height was determined by differential leveling
 JF1228.and adjusted by the National Geodetic Survey in June 1991..
 JF1228
 JF1228.The geoid height was determined by GEOID03.
 JF1228
 JF1228.The dynamic height is computed by dividing the NAVD 88
 JF1228.geopotential number by the normal gravity value computed on the
 JF1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1228.degrees latitude (g = 980.6199 gals.).
 JF1228
 JF1228.The modeled gravity was interpolated from observed gravity values.
 JF1228
 JF1228;                    North         East    Units  Estimated Accuracy
 JF1228;SPC KS N     -    71,510.      488,290.      MT  (+/- 180 meters Scaled)
 JF1228
 JF1228                          SUPERSEDED SURVEY CONTROL
 JF1228
 JF1228  NGVD 29 (??/??/92)  337.147  (m)         1106.12   (f) ADJ UNCH    1 2
 JF1228
 JF1228.Superseded values are not recommended for survey control.
 JF1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1228.See file dsdata.txt to determine how the superseded data were derived.
 JF1228
 JF1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ748157(NAD 83)
 JF1228_MARKER: DB = BENCH MARK DISK
 JF1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1228_SP_SET: CONCRETE POST
 JF1228_STAMPING: M 283 1947
 JF1228_MARK LOGO: CGS   
 JF1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1228+STABILITY: SURFACE MOTION
 JF1228
 JF1228  HISTORY     - Date     Condition        Report By
 JF1228  HISTORY     - UNK      MONUMENTED
 JF1228  HISTORY     - 1986     GOOD             NGS
 JF1228
 JF1228                          STATION DESCRIPTION
 JF1228
 JF1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1228'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS.  17.3 KM (10.75
 JF1228'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF1228'JUNCTION CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0553 ***********************************************************************
 KF0553  DESIGNATION -  M 286
 KF0553  PID         -  KF0553
 KF0553  STATE/COUNTY-  KS/CLOUD
 KF0553  USGS QUAD   -  CONCORDIA (1980)
 KF0553
 KF0553                         *CURRENT SURVEY CONTROL
 KF0553  ___________________________________________________________________
 KF0553* NAD 83(1986)-  39 33 23.     (N)    097 39 26.     (W)     SCALED    
 KF0553* NAVD 88     -       447.116  (meters)    1466.91   (feet)  ADJUSTED  
 KF0553  ___________________________________________________________________
 KF0553  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 KF0553  DYNAMIC HT  -         446.834 (meters)    1465.99  (feet)  COMP
 KF0553  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 KF0553
 KF0553  VERT ORDER  -  FIRST     CLASS II
 KF0553
 KF0553.The horizontal coordinates were scaled from a topographic map and have
 KF0553.an estimated accuracy of +/- 6 seconds.
 KF0553
 KF0553.The orthometric height was determined by differential leveling
 KF0553.and adjusted by the National Geodetic Survey in June 1991..
 KF0553
 KF0553.The geoid height was determined by GEOID03.
 KF0553
 KF0553.The dynamic height is computed by dividing the NAVD 88
 KF0553.geopotential number by the normal gravity value computed on the
 KF0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0553.degrees latitude (g = 980.6199 gals.).
 KF0553
 KF0553.The modeled gravity was interpolated from observed gravity values.
 KF0553
 KF0553;                    North         East    Units  Estimated Accuracy
 KF0553;SPC KS N     -   135,830.      429,460.      MT  (+/- 180 meters Scaled)
 KF0553
 KF0553                          SUPERSEDED SURVEY CONTROL
 KF0553
 KF0553  NGVD 29 (??/??/92)  446.971  (m)         1466.44   (f) ADJ UNCH    1 2
 KF0553
 KF0553.Superseded values are not recommended for survey control.
 KF0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0553.See file dsdata.txt to determine how the superseded data were derived.
 KF0553
 KF0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ153793(NAD 83)
 KF0553_MARKER: DB = BENCH MARK DISK
 KF0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0553_SP_SET: CONCRETE POST
 KF0553_STAMPING: M 286 1947
 KF0553_MARK LOGO: CGS   
 KF0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0553+STABILITY: SURFACE MOTION
 KF0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0553+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1997
 KF0553
 KF0553  HISTORY     - Date     Condition        Report By
 KF0553  HISTORY     - 1947     MONUMENTED       CGS
 KF0553  HISTORY     - 1987     GOOD             NOSAMC
 KF0553  HISTORY     - 19970326 MARK NOT FOUND   NGS
 KF0553
 KF0553                          STATION DESCRIPTION
 KF0553
 KF0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0553'1.1 MI S FROM CONCORDIA.
 KF0553'1.1 MILES SOUTH ALONG U.S. HIGHWAY NO. 81 FROM THE POST OFFICE
 KF0553'AT CONCORDIA, AT THE CONCORDIA MUNICIPAL AIRPORT WHICH IS
 KF0553'ADJACENT TO THE BLOSSER AIRPORT, NEAR THE MAIN OFFICE OF THE
 KF0553'CONCORDIA AIRPORT, 26.8 FEET NOTH OF THE NORTHEAST CORNER OF
 KF0553'THE OFFICE, 10.0 FEET WEST OF A GASOLINE PUMP, 3.4 FEET NORTH
 KF0553'OF THE NORTH EDGE OF THE CONCRETE APRON, SET IN THE TOP OF A
 KF0553'CONCRETE POST FLUSH WITH THE GROUND.
 KF0553
 KF0553                          STATION RECOVERY (1987)
 KF0553
 KF0553'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KF0553'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 KF0553'ADEQUATE WITH THE FOLLOWING ADDITIONS.  IT IS 26.43 METERS (86.7 FT)
 KF0553'SOUTH OF THE MOST SOUTHWEST CORNER OF THE KANSAS NATIONAL GUARD BRICK
 KF0553'BUILDING,  8.11 METERS (26.6 FT) NORTH OF THE NORTHEAST CORNER OF THE
 KF0553'OLD AIRCRAFT OFFICE CONNECTED TO THE OLD HANGARS,  30.51 METERS
 KF0553'(100.1 FT) EAST OF A FIRE HYDRANT AND 2.20 METERS (7.2 FT) WEST OF A 3
 KF0553'INCH STEEL PIPE 2.5 FEET TALL.
 KF0553
 KF0553                          STATION RECOVERY (1997)
 KF0553
 KF0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 KF0553'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE STATION IS
 KF0553'PRESUMED DESTROYED BY AIRPORT APRON CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1191 ***********************************************************************
 KF1191  DESIGNATION -  M 286
 KF1191  PID         -  KF1191
 KF1191  STATE/COUNTY-  KS/CLOUD
 KF1191  USGS QUAD   -  CONCORDIA (1980)
 KF1191
 KF1191                         *CURRENT SURVEY CONTROL
 KF1191  ___________________________________________________________________
 KF1191* NAD 83(1997)-  39 33 00.37978(N)    097 39 17.05782(W)     ADJUSTED  
 KF1191* NAVD 88     -       447.12   (+/-2cm)    1466.9    (feet)  VERTCON   
 KF1191  ___________________________________________________________________
 KF1191  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 KF1191  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 KF1191
 KF1191  HORZ ORDER  -  THIRD
 KF1191  VERT ORDER  -  THIRD ? (See Below)
 KF1191
 KF1191.This mark is at Blosser Municipal Airport (CNK)
 KF1191
 KF1191.The horizontal coordinates were established by classical geodetic methods
 KF1191.and adjusted by the National Geodetic Survey in October 1998..
 KF1191
 KF1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1191.The vertical order pertains to the NGVD 29 superseded value.
 KF1191
 KF1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1191
 KF1191.The geoid height was determined by GEOID03.
 KF1191
 KF1191;                    North         East     Units Scale Factor Converg.
 KF1191;SPC KS N     -   135,134.417   429,674.858   MT  0.99997047   +0 13 06.4
 KF1191;UTM  14      - 4,378,689.371   615,583.216   MT  0.99976448   +0 51 24.1
 KF1191
 KF1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1191!SPC KS N     -   0.99993410  x   0.99997047  =   0.99990457
 KF1191!UTM  14      -   0.99993410  x   0.99976448  =   0.99969860
 KF1191
 KF1191|---------------------------------------------------------------------|
 KF1191| PID    Reference Object                     Distance      Geod. Az  |
 KF1191|                                                           dddmmss.s |
 KF1191| KF1187 CI 01                               311.039 METERS 13138     |
 KF1191| KF0790 CNK A                               APPROX. 0.5 KM 1575402.8 |
 KF1191| KF1186 AIRPORT BEACON CONCORDIA APT        200.697 METERS 18112     |
 KF1191| KF0935 CONCORDIA MUNICIPAL TANK            APPROX. 1.8 KM 3243622.4 |
 KF1191|---------------------------------------------------------------------|
 KF1191
 KF1191                          SUPERSEDED SURVEY CONTROL
 KF1191
 KF1191  NAD 83(1997)-  39 33 00.38697(N)    097 39 17.05533(W) AD(       ) 3
 KF1191  NAD 83(1986)-  39 33 00.38985(N)    097 39 17.06078(W) AD(       ) 3
 KF1191  NAD 27      -  39 33 00.38520(N)    097 39 15.92167(W) AD(       ) 3
 KF1191  NGVD 29 (12/08/88)  446.97   (m)         1466.4    (f) LEVELING    3  
 KF1191
 KF1191.Superseded values are not recommended for survey control.
 KF1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1191.See file dsdata.txt to determine how the superseded data were derived.
 KF1191
 KF1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1558378689(NAD 83)
 KF1191_MARKER: DG = GRAVITY STATION DISK
 KF1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF1191+STABILITY: SURFACE MOTION
 KF1191
 KF1191  HISTORY     - Date     Condition        Report By
 KF1191  HISTORY     - 1987     MONUMENTED       NOS
 KF1191
 KF1191                          STATION DESCRIPTION
 KF1191
 KF1191'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KF1191'THE STATION IS LOCATED AT THE BLOSSER MUNICIPAL AIRPORT.
 KF1191'
 KF1191'SEE THE AIRPORT MANAGER.
 KF1191'
 KF1191'THE MARK IS A C+GS BENCH MARK DISK STAMPED---M 286--- 1947.  IT IS
 KF1191'SET IN A 10 INCH ROUND CONCRETE MONUMENT 3 INCHES BELOW THE SURFACE
 KF1191'OF THE GROUND.
 KF1191'THE STATION IS,
 KF1191'26.43 METERS(86.7 FT.) SOUTH OF THE MOST SOUTHWEST CORNER OF THE
 KF1191'KANSAS NATIONAL GUARD BRICK BUILDING.
 KF1191'8.11 METERS(26.6 FT.)NORTH OF THE NORTHEAST CORNER OF THE OLD
 KF1191'AIRPORT OFFICE CONNECTED TO THE OLD HANGERS.
 KF1191'30.51 METERS(100.1 FT.) EAST OF A FIRE HYDRANT.
 KF1191'2.20 METERS(7.2 FT.) WEST OF A THREE INCH STEEL PIPE THAT IS TWO
 KF1191'AND A HALF FEET TALL.
 KF1191'
 KF1191'DESCRIBED BY J.D. SHEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0504 ***********************************************************************
 KF0504  DESIGNATION -  M 287
 KF0504  PID         -  KF0504
 KF0504  STATE/COUNTY-  KS/CLOUD
 KF0504  USGS QUAD   -  AURORA (1965)
 KF0504
 KF0504                         *CURRENT SURVEY CONTROL
 KF0504  ___________________________________________________________________
 KF0504* NAD 83(1986)-  39 25 22.     (N)    097 30 39.     (W)     SCALED    
 KF0504* NAVD 88     -       470.895  (meters)    1544.93   (feet)  ADJUSTED  
 KF0504  ___________________________________________________________________
 KF0504  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 KF0504  DYNAMIC HT  -         470.604 (meters)    1543.97  (feet)  COMP
 KF0504  MODELED GRAV-     979,994.4   (mgal)                       NAVD 88
 KF0504
 KF0504  VERT ORDER  -  FIRST     CLASS II
 KF0504
 KF0504.The horizontal coordinates were scaled from a topographic map and have
 KF0504.an estimated accuracy of +/- 6 seconds.
 KF0504
 KF0504.The orthometric height was determined by differential leveling
 KF0504.and adjusted by the National Geodetic Survey in June 1991..
 KF0504
 KF0504.The geoid height was determined by GEOID03.
 KF0504
 KF0504.The dynamic height is computed by dividing the NAVD 88
 KF0504.geopotential number by the normal gravity value computed on the
 KF0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0504.degrees latitude (g = 980.6199 gals.).
 KF0504
 KF0504.The modeled gravity was interpolated from observed gravity values.
 KF0504
 KF0504;                    North         East    Units  Estimated Accuracy
 KF0504;SPC KS N     -   121,060.      442,120.      MT  (+/- 180 meters Scaled)
 KF0504
 KF0504                          SUPERSEDED SURVEY CONTROL
 KF0504
 KF0504  NGVD 29 (??/??/92)  470.765  (m)         1544.50   (f) ADJ UNCH    1 2
 KF0504
 KF0504.Superseded values are not recommended for survey control.
 KF0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0504.See file dsdata.txt to determine how the superseded data were derived.
 KF0504
 KF0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ281647(NAD 83)
 KF0504_MARKER: DB = BENCH MARK DISK
 KF0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0504_STAMPING: M 287 1947
 KF0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0504+STABILITY: SURFACE MOTION
 KF0504
 KF0504  HISTORY     - Date     Condition        Report By
 KF0504  HISTORY     - 1947     MONUMENTED       CGS
 KF0504
 KF0504                          STATION DESCRIPTION
 KF0504
 KF0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0504'2.4 MI SE FROM AURORA.
 KF0504'2.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0504'RAILROAD FROM THE STATION AT AURORA, 0.3 MILE SOUTHEAST OF
 KF0504'MILEPOST 100, AT A ROAD CROSSING, 70.6 FEET SOUTH OF CULVERT
 KF0504'NO. 99E, 46.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK,
 KF0504'35.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.4 FEET
 KF0504'SOUTHEAST OF A FENCE CORNER POST, 1.5 FEET NORTHEAST OF A FENCE,
 KF0504'1.6 FEET NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 KF0504'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0593 ***********************************************************************
 KF0593  DESIGNATION -  M 288
 KF0593  PID         -  KF0593
 KF0593  STATE/COUNTY-  KS/JEWELL
 KF0593  USGS QUAD   -  COURTLAND (1969)
 KF0593
 KF0593                         *CURRENT SURVEY CONTROL
 KF0593  ___________________________________________________________________
 KF0593* NAD 83(1986)-  39 51 56.     (N)    097 58 44.     (W)     SCALED    
 KF0593* NAVD 88     -       472.743  (meters)    1550.99   (feet)  ADJUSTED  
 KF0593  ___________________________________________________________________
 KF0593  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 KF0593  DYNAMIC HT  -         472.465 (meters)    1550.08  (feet)  COMP
 KF0593  MODELED GRAV-     980,024.8   (mgal)                       NAVD 88
 KF0593
 KF0593  VERT ORDER  -  FIRST     CLASS II
 KF0593
 KF0593.The horizontal coordinates were scaled from a topographic map and have
 KF0593.an estimated accuracy of +/- 6 seconds.
 KF0593
 KF0593.The orthometric height was determined by differential leveling
 KF0593.and adjusted by the National Geodetic Survey in June 1991..
 KF0593
 KF0593.The geoid height was determined by GEOID03.
 KF0593
 KF0593.The dynamic height is computed by dividing the NAVD 88
 KF0593.geopotential number by the normal gravity value computed on the
 KF0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0593.degrees latitude (g = 980.6199 gals.).
 KF0593
 KF0593.The modeled gravity was interpolated from observed gravity values.
 KF0593
 KF0593;                    North         East    Units  Estimated Accuracy
 KF0593;SPC KS N     -   170,100.      401,810.      MT  (+/- 180 meters Scaled)
 KF0593
 KF0593                          SUPERSEDED SURVEY CONTROL
 KF0593
 KF0593  NGVD 29 (??/??/92)  472.584  (m)         1550.47   (f) ADJ UNCH    1 2
 KF0593
 KF0593.Superseded values are not recommended for survey control.
 KF0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0593.See file dsdata.txt to determine how the superseded data were derived.
 KF0593
 KF0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK873133(NAD 83)
 KF0593_MARKER: DB = BENCH MARK DISK
 KF0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0593_STAMPING: M 288 1947
 KF0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0593+STABILITY: SURFACE MOTION
 KF0593
 KF0593  HISTORY     - Date     Condition        Report By
 KF0593  HISTORY     - 1947     MONUMENTED       CGS
 KF0593
 KF0593                          STATION DESCRIPTION
 KF0593
 KF0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0593'AT LOVEWELL.
 KF0593'AT LOVEWELL, 0.2 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA
 KF0593'AND SANTA FE RAILROAD FROM THE STATION, 44.6 FEET SOUTHWEST
 KF0593'OF THE SOUTHWEST RAIL OF THE TRACK, 18.0 FEET WEST OF MILEPOST
 KF0593'141, 1.5 FEET NORTHEAST OF A FENCE, 1.5 FEET NORTHWEST OF A
 KF0593'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KF0593'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0410 ***********************************************************************
 KF0410  DESIGNATION -  M 289
 KF0410  PID         -  KF0410
 KF0410  STATE/COUNTY-  KS/DICKINSON
 KF0410  USGS QUAD   -  MANCHESTER (1965)
 KF0410
 KF0410                         *CURRENT SURVEY CONTROL
 KF0410  ___________________________________________________________________
 KF0410* NAD 83(1986)-  39 04 18.     (N)    097 18 20.     (W)     SCALED    
 KF0410* NAVD 88     -       382.557  (meters)    1255.11   (feet)  ADJUSTED  
 KF0410  ___________________________________________________________________
 KF0410  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 KF0410  DYNAMIC HT  -         382.316 (meters)    1254.32  (feet)  COMP
 KF0410  MODELED GRAV-     979,985.3   (mgal)                       NAVD 88
 KF0410
 KF0410  VERT ORDER  -  FIRST     CLASS II
 KF0410
 KF0410.The horizontal coordinates were scaled from a topographic map and have
 KF0410.an estimated accuracy of +/- 6 seconds.
 KF0410
 KF0410.The orthometric height was determined by differential leveling
 KF0410.and adjusted by the National Geodetic Survey in June 1991..
 KF0410
 KF0410.The geoid height was determined by GEOID03.
 KF0410
 KF0410.The dynamic height is computed by dividing the NAVD 88
 KF0410.geopotential number by the normal gravity value computed on the
 KF0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0410.degrees latitude (g = 980.6199 gals.).
 KF0410
 KF0410.The modeled gravity was interpolated from observed gravity values.
 KF0410
 KF0410;                    North         East    Units  Estimated Accuracy
 KF0410;SPC KS N     -    82,190.      460,090.      MT  (+/- 180 meters Scaled)
 KF0410
 KF0410                          SUPERSEDED SURVEY CONTROL
 KF0410
 KF0410  NGVD 29 (??/??/92)  382.462  (m)         1254.79   (f) ADJ UNCH    1 2
 KF0410
 KF0410.Superseded values are not recommended for survey control.
 KF0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0410.See file dsdata.txt to determine how the superseded data were derived.
 KF0410
 KF0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ465260(NAD 83)
 KF0410_MARKER: DB = BENCH MARK DISK
 KF0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0410_STAMPING: M 289 1947
 KF0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0410+STABILITY: SURFACE MOTION
 KF0410
 KF0410  HISTORY     - Date     Condition        Report By
 KF0410  HISTORY     - 1947     MONUMENTED       CGS
 KF0410
 KF0410                          STATION DESCRIPTION
 KF0410
 KF0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0410'1.9 MI SE FROM MANCHESTER.
 KF0410'1.9 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0410'RAILROAD FROM THE STATION AT MANCHESTER, AT MILEPOST 71, AT
 KF0410'A PRIVATE ROAD CROSSING, 45.0 FEET NORTHEAST OF THE NORTHEAST
 KF0410'RAIL OF THE TRACK, 27.0 FEET NORTHWEST OF THE CENTER LINE OF
 KF0410'THE ROAD, 18.5 FEET NORTHWEST OF THE NORTHWEST GATE POST, 3.3
 KF0410'FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST OF A REFERENCE
 KF0410'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 KF0410'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0458 ***********************************************************************
 JG0458  DESIGNATION -  M 29
 JG0458  PID         -  JG0458
 JG0458  STATE/COUNTY-  KS/PAWNEE
 JG0458  USGS QUAD   -  LARNED (1970)
 JG0458
 JG0458                         *CURRENT SURVEY CONTROL
 JG0458  ___________________________________________________________________
 JG0458* NAD 83(1986)-  38 13 57.     (N)    099 01 43.     (W)     SCALED    
 JG0458* NAVD 88     -       598.316  (meters)    1962.98   (feet)  ADJUSTED  
 JG0458  ___________________________________________________________________
 JG0458  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 JG0458  DYNAMIC HT  -         597.857 (meters)    1961.47  (feet)  COMP
 JG0458  MODELED GRAV-     979,843.0   (mgal)                       NAVD 88
 JG0458
 JG0458  VERT ORDER  -  SECOND    CLASS 0
 JG0458
 JG0458.The horizontal coordinates were scaled from a topographic map and have
 JG0458.an estimated accuracy of +/- 6 seconds.
 JG0458
 JG0458.The orthometric height was determined by differential leveling
 JG0458.and adjusted by the National Geodetic Survey in June 1991..
 JG0458
 JG0458.The geoid height was determined by GEOID03.
 JG0458
 JG0458.The dynamic height is computed by dividing the NAVD 88
 JG0458.geopotential number by the normal gravity value computed on the
 JG0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0458.degrees latitude (g = 980.6199 gals.).
 JG0458
 JG0458.The modeled gravity was interpolated from observed gravity values.
 JG0458
 JG0458;                    North         East    Units  Estimated Accuracy
 JG0458;SPC KS S     -   573,920.      353,720.      MT  (+/- 180 meters Scaled)
 JG0458
 JG0458                          SUPERSEDED SURVEY CONTROL
 JG0458
 JG0458  NGVD 29 (??/??/92)  598.154  (m)         1962.44   (f) ADJ UNCH    2 0
 JG0458
 JG0458.Superseded values are not recommended for survey control.
 JG0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0458.See file dsdata.txt to determine how the superseded data were derived.
 JG0458
 JG0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH974316(NAD 83)
 JG0458_MARKER: DB = BENCH MARK DISK
 JG0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0458_STAMPING: M 29 1934
 JG0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0458+STABILITY: SURFACE MOTION
 JG0458
 JG0458  HISTORY     - Date     Condition        Report By
 JG0458  HISTORY     - 1934     MONUMENTED       CGS
 JG0458
 JG0458                          STATION DESCRIPTION
 JG0458
 JG0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0458'3.5 MI SW FROM PAWNEE ROCK.
 JG0458'IN PAWNEE COUNTY, 3.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA
 JG0458'AND SANTA FE RAILWAY FROM PAWNEE ROCK, BARTON COUNTY, ABOUT
 JG0458'2550 FEET WEST OF MILEPOST 286, 100 FEET NORTHEAST OF THE CENTER
 JG0458'OF A COUNTY ROAD CROSSING, 47 FEET SOUTHEAST OF THE CENTERLINE
 JG0458'OF THE TRACK, AND 35 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 JG0458'A STANDARD DISK, STAMPED M 29 1934 AND SET IN THE TOP OF A
 JG0458'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0502 ***********************************************************************
 JF0502  DESIGNATION -  M 290
 JF0502  PID         -  JF0502
 JF0502  STATE/COUNTY-  KS/SALINE
 JF0502  USGS QUAD   -  NILES (1978)
 JF0502
 JF0502                         *CURRENT SURVEY CONTROL
 JF0502  ___________________________________________________________________
 JF0502* NAD 83(1986)-  38 54 44.     (N)    097 24 01.     (W)     SCALED    
 JF0502* NAVD 88     -       357.448  (meters)    1172.73   (feet)  POSTED    
 JF0502  ___________________________________________________________________
 JF0502  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 JF0502  DYNAMIC HT  -         357.210 (meters)    1171.95  (feet)  COMP
 JF0502  MODELED GRAV-     979,959.1   (mgal)                       NAVD 88
 JF0502
 JF0502  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0502
 JF0502.The horizontal coordinates were scaled from a topographic map and have
 JF0502.an estimated accuracy of +/- 6 seconds.
 JF0502
 JF0502.The orthometric height was determined by differential leveling
 JF0502.and adjusted by the National Geodetic Survey in 1992..
 JF0502.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0502.rate of 0.0 thru 1.0 mm/km.
 JF0502
 JF0502.The geoid height was determined by GEOID03.
 JF0502
 JF0502.The dynamic height is computed by dividing the NAVD 88
 JF0502.geopotential number by the normal gravity value computed on the
 JF0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0502.degrees latitude (g = 980.6199 gals.).
 JF0502
 JF0502.The modeled gravity was interpolated from observed gravity values.
 JF0502
 JF0502;                    North         East    Units  Estimated Accuracy
 JF0502;SPC KS N     -    64,440.      452,010.      MT  (+/- 180 meters Scaled)
 JF0502
 JF0502                          SUPERSEDED SURVEY CONTROL
 JF0502
 JF0502  NGVD 29 (??/??/92)  357.347  (m)         1172.40   (f) ADJ UNCH    1 2
 JF0502
 JF0502.Superseded values are not recommended for survey control.
 JF0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0502.See file dsdata.txt to determine how the superseded data were derived.
 JF0502
 JF0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ386082(NAD 83)
 JF0502_MARKER: DB = BENCH MARK DISK
 JF0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0502_STAMPING: M 290 1947
 JF0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0502+STABILITY: SURFACE MOTION
 JF0502
 JF0502  HISTORY     - Date     Condition        Report By
 JF0502  HISTORY     - 1947     MONUMENTED       CGS
 JF0502  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0502
 JF0502                          STATION DESCRIPTION
 JF0502
 JF0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0502'1.8 MI SW FROM SOLOMON.
 JF0502'1.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0502'STATION AT SOLOMON, AT A ROAD CROSSING, 8.0 FEET NORTHEAST
 JF0502'OF THE 1ST POLE SOUTHWEST OF MILEPOST 174, 57.0 FEET SOUTHWEST
 JF0502'OF THE CENTER LINE OF THE ROAD, 36.5 FEET NORTHWEST OF THE
 JF0502'NORTHWEST RAIL OF THE TRACK, 10.9 FEET SOUTHEAST OF A FENCE,
 JF0502'2.3 FEET SOUTHWEST OF A REFERENCE POST, SET IN THE TOP OF A
 JF0502'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JF0502
 JF0502                          STATION RECOVERY (1986)
 JF0502
 JF0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0986 ***********************************************************************
 JF0986  DESIGNATION -  M 291
 JF0986  PID         -  JF0986
 JF0986  STATE/COUNTY-  KS/SALINE
 JF0986  USGS QUAD   -  BROOKVILLE (1978)
 JF0986
 JF0986                         *CURRENT SURVEY CONTROL
 JF0986  ___________________________________________________________________
 JF0986* NAD 83(1986)-  38 46 18.     (N)    097 49 22.     (W)     SCALED    
 JF0986* NAVD 88     -       407.053  (meters)    1335.47   (feet)  ADJUSTED  
 JF0986  ___________________________________________________________________
 JF0986  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 JF0986  DYNAMIC HT  -         406.769 (meters)    1334.54  (feet)  COMP
 JF0986  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 JF0986
 JF0986  VERT ORDER  -  FIRST     CLASS II
 JF0986
 JF0986.The horizontal coordinates were scaled from a topographic map and have
 JF0986.an estimated accuracy of +/- 6 seconds.
 JF0986
 JF0986.The orthometric height was determined by differential leveling
 JF0986.and adjusted by the National Geodetic Survey in June 1991..
 JF0986
 JF0986.The geoid height was determined by GEOID03.
 JF0986
 JF0986.The dynamic height is computed by dividing the NAVD 88
 JF0986.geopotential number by the normal gravity value computed on the
 JF0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0986.degrees latitude (g = 980.6199 gals.).
 JF0986
 JF0986.The modeled gravity was interpolated from observed gravity values.
 JF0986
 JF0986;                    North         East    Units  Estimated Accuracy
 JF0986;SPC KS N     -    48,680.      415,400.      MT  (+/- 180 meters Scaled)
 JF0986
 JF0986                          SUPERSEDED SURVEY CONTROL
 JF0986
 JF0986  NGVD 29 (??/??/92)  406.940  (m)         1335.10   (f) ADJ UNCH    1 2
 JF0986
 JF0986.Superseded values are not recommended for survey control.
 JF0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0986.See file dsdata.txt to determine how the superseded data were derived.
 JF0986
 JF0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH022920(NAD 83)
 JF0986_MARKER: DB = BENCH MARK DISK
 JF0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0986_STAMPING: M 291 1952
 JF0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0986+STABILITY: SURFACE MOTION
 JF0986
 JF0986  HISTORY     - Date     Condition        Report By
 JF0986  HISTORY     - 1952     MONUMENTED       CGS
 JF0986
 JF0986                          STATION DESCRIPTION
 JF0986
 JF0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0986'2.4 MI NE FROM BROOKVILLE.
 JF0986'2.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0986'STATION AT BROOKVILLE, 14.7 MILES NORTHWEST OF MILEPOST 199,
 JF0986'85.3 FEET NORTHEAST OF A SEMAPHORE, 44.9 FEET NORTH OF THE
 JF0986'NORTH RAIL, 1.4 FEET SOUTH OF A FENCE, 2.4 FEET EAST OF A
 JF0986'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JF0986'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1079 ***********************************************************************
 JF1079  DESIGNATION -  M 292
 JF1079  PID         -  JF1079
 JF1079  STATE/COUNTY-  KS/MCPHERSON
 JF1079  USGS QUAD   -  LINDSBORG (1979)
 JF1079
 JF1079                         *CURRENT SURVEY CONTROL
 JF1079  ___________________________________________________________________
 JF1079* NAD 83(1986)-  38 35 38.     (N)    097 39 10.     (W)     SCALED    
 JF1079* NAVD 88     -       402.141  (meters)    1319.36   (feet)  ADJUSTED  
 JF1079  ___________________________________________________________________
 JF1079  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 JF1079  DYNAMIC HT  -         401.859 (meters)    1318.43  (feet)  COMP
 JF1079  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 JF1079
 JF1079  VERT ORDER  -  FIRST     CLASS II
 JF1079
 JF1079.The horizontal coordinates were scaled from a topographic map and have
 JF1079.an estimated accuracy of +/- 6 seconds.
 JF1079
 JF1079.The orthometric height was determined by differential leveling
 JF1079.and adjusted by the National Geodetic Survey in June 1991..
 JF1079
 JF1079.The geoid height was determined by GEOID03.
 JF1079
 JF1079.The dynamic height is computed by dividing the NAVD 88
 JF1079.geopotential number by the normal gravity value computed on the
 JF1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1079.degrees latitude (g = 980.6199 gals.).
 JF1079
 JF1079.The modeled gravity was interpolated from observed gravity values.
 JF1079
 JF1079;                    North         East    Units  Estimated Accuracy
 JF1079;SPC KS S     -   614,240.      473,810.      MT  (+/- 180 meters Scaled)
 JF1079
 JF1079                          SUPERSEDED SURVEY CONTROL
 JF1079
 JF1079  NGVD 29 (??/??/92)  402.011  (m)         1318.93   (f) ADJ UNCH    1 2
 JF1079
 JF1079.Superseded values are not recommended for survey control.
 JF1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1079.See file dsdata.txt to determine how the superseded data were derived.
 JF1079
 JF1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH173725(NAD 83)
 JF1079_MARKER: DB = BENCH MARK DISK
 JF1079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1079_SP_SET: CULVERT
 JF1079_STAMPING: M 292 1952
 JF1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1079
 JF1079  HISTORY     - Date     Condition        Report By
 JF1079  HISTORY     - 1952     MONUMENTED       CGS
 JF1079
 JF1079                          STATION DESCRIPTION
 JF1079
 JF1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1079'1.8 MI NE FROM LINDSBORG.
 JF1079'1.8 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1079'STATION AT LINDSBORG, 3 1/2 POLES SOUTHWEST OF MILEPOST 19,
 JF1079'113 FEET SOUTHWEST OF THE INTERSECTION OF THE CENTER LINE
 JF1079'OF U.S. HIGHWAY 81 AND AN EAST AND WEST DIRT ROAD, 65 FEET
 JF1079'NORTHWEST OF THE NORTHWEST RAIL, 17 FEET SOUTHEAST OF THE CENTER
 JF1079'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE
 JF1079'SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1080 ***********************************************************************
 JF1080  DESIGNATION -  M 292 RESET
 JF1080  PID         -  JF1080
 JF1080  STATE/COUNTY-  KS/MCPHERSON
 JF1080  USGS QUAD   -  LINDSBORG (1979)
 JF1080
 JF1080                         *CURRENT SURVEY CONTROL
 JF1080  ___________________________________________________________________
 JF1080* NAD 83(1986)-  38 35 39.     (N)    097 39 11.     (W)     SCALED    
 JF1080* NAVD 88     -       401.96   (meters)    1318.8    (feet)  RESET     
 JF1080  ___________________________________________________________________
 JF1080  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 JF1080
 JF1080  VERT ORDER  -  THIRD
 JF1080
 JF1080.The horizontal coordinates were scaled from a topographic map and have
 JF1080.an estimated accuracy of +/- 6 seconds.
 JF1080
 JF1080.The orthometric height was computed from unverified reset data.
 JF1080
 JF1080.The geoid height was determined by GEOID03.
 JF1080
 JF1080;                    North         East    Units  Estimated Accuracy
 JF1080;SPC KS S     -   614,270.      473,780.      MT  (+/- 180 meters Scaled)
 JF1080
 JF1080                          SUPERSEDED SURVEY CONTROL
 JF1080
 JF1080.No superseded survey control is available for this station.
 JF1080
 JF1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH173726(NAD 83)
 JF1080_MARKER: DB = BENCH MARK DISK
 JF1080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1080_SP_SET: RETAINING WALL
 JF1080_STAMPING: M 292 1952 RESET 1961
 JF1080_MARK LOGO: CGS   
 JF1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1080+STABILITY: SURFACE MOTION
 JF1080
 JF1080  HISTORY     - Date     Condition        Report By
 JF1080  HISTORY     - 1961     MONUMENTED       CGS
 JF1080  HISTORY     - 1986     GOOD             NGS
 JF1080
 JF1080                          STATION DESCRIPTION
 JF1080
 JF1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF1080'1.8 MI NE FROM LINDSBORG.
 JF1080'1.8 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1080'STATION AT LINDSBORG, 3 1/2 POLES SOUTHWEST OF MILEPOST 19,
 JF1080'113 FEET SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF
 JF1080'U.S. HIGHWAY 81 AND AN EAST AND WEST DIRT ROAD, 55.75 FEET
 JF1080'NORTHWEST OF THE NORTHWEST RAIL, 25.75 FEET SOUTHEAST OF THE
 JF1080'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END
 JF1080'OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 JF1080
 JF1080                          STATION RECOVERY (1986)
 JF1080
 JF1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1080'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.3 KM (16.95
 JF1080'MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1080'CRAWFORD STREET IN SALINA, OR 28.1 KM (17.45 MI) NORTHERLY ALONG THE
 JF1080'UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH THE SOUTHERN PACIFIC
 JF1080'RAILROAD IN MCPHERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1062 ***********************************************************************
 JF1062  DESIGNATION -  M 293 RESET
 JF1062  PID         -  JF1062
 JF1062  STATE/COUNTY-  KS/SALINE
 JF1062  USGS QUAD   -  SALINA SW (1978)
 JF1062
 JF1062                         *CURRENT SURVEY CONTROL
 JF1062  ___________________________________________________________________
 JF1062* NAD 83(1986)-  38 46 50.     (N)    097 38 25.     (W)     SCALED    
 JF1062* NAVD 88     -       384.06   (meters)    1260.0    (feet)  RESET     
 JF1062  ___________________________________________________________________
 JF1062  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 JF1062
 JF1062  VERT ORDER  -  THIRD
 JF1062
 JF1062.The horizontal coordinates were scaled from a topographic map and have
 JF1062.an estimated accuracy of +/- 6 seconds.
 JF1062
 JF1062.The orthometric height was computed from unverified reset data.
 JF1062
 JF1062.The geoid height was determined by GEOID03.
 JF1062
 JF1062;                    North         East    Units  Estimated Accuracy
 JF1062;SPC KS N     -    49,710.      431,260.      MT  (+/- 180 meters Scaled)
 JF1062
 JF1062                          SUPERSEDED SURVEY CONTROL
 JF1062
 JF1062.No superseded survey control is available for this station.
 JF1062
 JF1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH181933(NAD 83)
 JF1062_MARKER: DB = BENCH MARK DISK
 JF1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1062_SP_SET: CONCRETE POST
 JF1062_STAMPING: M 293 RESET 1964
 JF1062_MARK LOGO: CGS   
 JF1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1062+STABILITY: SURFACE MOTION
 JF1062
 JF1062  HISTORY     - Date     Condition        Report By
 JF1062  HISTORY     - 1964     MONUMENTED       CGS
 JF1062  HISTORY     - 1968     GOOD             NGS
 JF1062  HISTORY     - 1986     GOOD             NGS
 JF1062
 JF1062                          STATION DESCRIPTION
 JF1062
 JF1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JF1062'4.9 MI SW FROM SALINA.
 JF1062'IT IS 3 FEET SOUTH-SOUTHEAST OF A CYCLONE FENCE AT THE SOUTH
 JF1062'SIDE OF A DRAINAGE DITCH AND PROJECTS 4 INCHES.  TO REACH THE
 JF1062'MARK FROM THE FAA BUILDING AT THE SALINA MUNICIPAL AIRPORT,
 JF1062'GO NORTH ON ARNOLD STREET FOR 0.1 MILE TO JUMPER ROAD.  TURN
 JF1062'LEFT, PASSING THROUGH A GATE AND GO WEST FOR 0.1 MILE TO THE
 JF1062'WEST END OF A CYCLONE FENCE AROUND THE DRAINAGE DITCH AND THE
 JF1062'MARK ON THE LEFT.
 JF1062
 JF1062                          STATION RECOVERY (1986)
 JF1062
 JF1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0995 ***********************************************************************
 JF0995  DESIGNATION -  M 294
 JF0995  PID         -  JF0995
 JF0995  STATE/COUNTY-  KS/SALINE
 JF0995  USGS QUAD   -  FALUN (1978)
 JF0995
 JF0995                         *CURRENT SURVEY CONTROL
 JF0995  ___________________________________________________________________
 JF0995* NAD 83(1986)-  38 42 40.     (N)    097 51 16.     (W)     SCALED    
 JF0995* NAVD 88     -       431.124  (meters)    1414.45   (feet)  ADJUSTED  
 JF0995  ___________________________________________________________________
 JF0995  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 JF0995  DYNAMIC HT  -         430.818 (meters)    1413.44  (feet)  COMP
 JF0995  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 JF0995
 JF0995  VERT ORDER  -  FIRST     CLASS II
 JF0995
 JF0995.The horizontal coordinates were scaled from a topographic map and have
 JF0995.an estimated accuracy of +/- 6 seconds.
 JF0995
 JF0995.The orthometric height was determined by differential leveling
 JF0995.and adjusted by the National Geodetic Survey in June 1991..
 JF0995
 JF0995.The geoid height was determined by GEOID03.
 JF0995
 JF0995.The dynamic height is computed by dividing the NAVD 88
 JF0995.geopotential number by the normal gravity value computed on the
 JF0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0995.degrees latitude (g = 980.6199 gals.).
 JF0995
 JF0995.The modeled gravity was interpolated from observed gravity values.
 JF0995
 JF0995;                    North         East    Units  Estimated Accuracy
 JF0995;SPC KS N     -    41,950.      412,660.      MT  (+/- 180 meters Scaled)
 JF0995
 JF0995                          SUPERSEDED SURVEY CONTROL
 JF0995
 JF0995  NGVD 29 (??/??/92)  431.008  (m)         1414.07   (f) ADJ UNCH    1 2
 JF0995
 JF0995.Superseded values are not recommended for survey control.
 JF0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0995.See file dsdata.txt to determine how the superseded data were derived.
 JF0995
 JF0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH995853(NAD 83)
 JF0995_MARKER: DB = BENCH MARK DISK
 JF0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0995_STAMPING: M 294 1952
 JF0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0995+STABILITY: SURFACE MOTION
 JF0995
 JF0995  HISTORY     - Date     Condition        Report By
 JF0995  HISTORY     - 1952     MONUMENTED       CGS
 JF0995
 JF0995                          STATION DESCRIPTION
 JF0995
 JF0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0995'5.5 MI S FROM BROOKVILLE.
 JF0995'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE GRADE SCHOOL AT
 JF0995'BROOKVILLE, THENCE 1.35 MILES SOUTH ALONG A GRADED DIRT ROAD,
 JF0995'THENCE 3.0 MILES SOUTH ALONG A GRADED FIRE GUARD, THENCE 1.0 MILE
 JF0995'EAST ALONG A GRADED FIRE GUARD, 51 FEET WEST OF THE CENTER LINE
 JF0995'OF A NORTH AND SOUTH FIRE GUARD, 46 FEET NORTH OF THE CENTER
 JF0995'LIEN OF AN EAST AND WEST FIRE GUARD, 2 FEET SOUTH OF A WITNESS
 JF0995'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 JF0995'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0215 ***********************************************************************
 JG0215  DESIGNATION -  M 295
 JG0215  PID         -  JG0215
 JG0215  STATE/COUNTY-  KS/RUSSELL
 JG0215  USGS QUAD   -  DORRANCE (1979)
 JG0215
 JG0215                         *CURRENT SURVEY CONTROL
 JG0215  ___________________________________________________________________
 JG0215* NAD 83(1986)-  38 50 04.     (N)    098 31 44.     (W)     SCALED    
 JG0215* NAVD 88     -       521.282  (meters)    1710.24   (feet)  ADJUSTED  
 JG0215  ___________________________________________________________________
 JG0215  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 JG0215  DYNAMIC HT  -         520.920 (meters)    1709.05  (feet)  COMP
 JG0215  MODELED GRAV-     979,916.4   (mgal)                       NAVD 88
 JG0215
 JG0215  VERT ORDER  -  FIRST     CLASS II
 JG0215
 JG0215.The horizontal coordinates were scaled from a topographic map and have
 JG0215.an estimated accuracy of +/- 6 seconds.
 JG0215
 JG0215.The orthometric height was determined by differential leveling
 JG0215.and adjusted by the National Geodetic Survey in June 1991..
 JG0215
 JG0215.The geoid height was determined by GEOID03.
 JG0215
 JG0215.The dynamic height is computed by dividing the NAVD 88
 JG0215.geopotential number by the normal gravity value computed on the
 JG0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0215.degrees latitude (g = 980.6199 gals.).
 JG0215
 JG0215.The modeled gravity was interpolated from observed gravity values.
 JG0215
 JG0215;                    North         East    Units  Estimated Accuracy
 JG0215;SPC KS N     -    55,760.      354,080.      MT  (+/- 180 meters Scaled)
 JG0215
 JG0215                          SUPERSEDED SURVEY CONTROL
 JG0215
 JG0215  NGVD 29 (??/??/92)  521.105  (m)         1709.66   (f) ADJ UNCH    1 2
 JG0215
 JG0215.Superseded values are not recommended for survey control.
 JG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0215.See file dsdata.txt to determine how the superseded data were derived.
 JG0215
 JG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH408985(NAD 83)
 JG0215_MARKER: DB = BENCH MARK DISK
 JG0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0215_STAMPING: M 295 1952
 JG0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0215+STABILITY: SURFACE MOTION
 JG0215
 JG0215  HISTORY     - Date     Condition        Report By
 JG0215  HISTORY     - 1952     MONUMENTED       CGS
 JG0215
 JG0215                          STATION DESCRIPTION
 JG0215
 JG0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0215'3.1 MI W FROM WILSON.
 JG0215'3.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0215'STATION AT WILSON, 80 FEET NORTH OF THE CENTER LINE OF U.S.
 JG0215'HIGHWAY 40, 105 FEET SOUTH OF MILEPOST 243, 27.4 FEET SOUTHWEST
 JG0215'OF A TELEPHONE POLE, 58 FEET SOUTH OF THE SOUTH RAIL, 19 FEET
 JG0215'NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE
 JG0215'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0821 ***********************************************************************
 JF0821  DESIGNATION -  M 296
 JF0821  PID         -  JF0821
 JF0821  STATE/COUNTY-  KS/MCPHERSON
 JF0821  USGS QUAD   -  BUHLER (1965)
 JF0821
 JF0821                         *CURRENT SURVEY CONTROL
 JF0821  ___________________________________________________________________
 JF0821* NAD 83(1986)-  38 13 13.     (N)    097 47 12.     (W)     SCALED    
 JF0821* NAVD 88     -       455.507  (meters)    1494.44   (feet)  ADJUSTED  
 JF0821  ___________________________________________________________________
 JF0821  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF0821  DYNAMIC HT  -         455.164 (meters)    1493.32  (feet)  COMP
 JF0821  MODELED GRAV-     979,861.8   (mgal)                       NAVD 88
 JF0821
 JF0821  VERT ORDER  -  FIRST     CLASS II
 JF0821
 JF0821.The horizontal coordinates were scaled from a topographic map and have
 JF0821.an estimated accuracy of +/- 6 seconds.
 JF0821
 JF0821.The orthometric height was determined by differential leveling
 JF0821.and adjusted by the National Geodetic Survey in June 1991..
 JF0821.WARNING-Repeat measurements at this control monument indicate possible
 JF0821.vertical movement.
 JF0821
 JF0821.The geoid height was determined by GEOID03.
 JF0821
 JF0821.The dynamic height is computed by dividing the NAVD 88
 JF0821.geopotential number by the normal gravity value computed on the
 JF0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0821.degrees latitude (g = 980.6199 gals.).
 JF0821
 JF0821.The modeled gravity was interpolated from observed gravity values.
 JF0821
 JF0821;                    North         East    Units  Estimated Accuracy
 JF0821;SPC KS S     -   572,670.      462,460.      MT  (+/- 180 meters Scaled)
 JF0821
 JF0821                          SUPERSEDED SURVEY CONTROL
 JF0821
 JF0821  NGVD 29 (??/??/92)  455.354  (m)         1493.94   (f) ADJ UNCH    1 2
 JF0821
 JF0821.Superseded values are not recommended for survey control.
 JF0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0821.See file dsdata.txt to determine how the superseded data were derived.
 JF0821
 JF0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH062309(NAD 83)
 JF0821_MARKER: DB = BENCH MARK DISK
 JF0821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0821_SP_SET: ABUTMENT
 JF0821_STAMPING: M 296 1953
 JF0821_MARK LOGO: CGS   
 JF0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0821+STABILITY: SURFACE MOTION
 JF0821
 JF0821  HISTORY     - Date     Condition        Report By
 JF0821  HISTORY     - 1953     MONUMENTED       CGS
 JF0821  HISTORY     - 1986     GOOD             NGS
 JF0821
 JF0821                          STATION DESCRIPTION
 JF0821
 JF0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0821'0.8 MI S FROM INMAN.
 JF0821'0.8 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0821'RAILROAD FROM THE STATION AT INMAN, 12 FEET WEST OF THE WEST
 JF0821'RAIL, SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT
 JF0821'OF BRIDGE 230.2.
 JF0821
 JF0821                          STATION RECOVERY (1986)
 JF0821
 JF0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0821'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.7 KM (11.0
 JF0821'MI) SOUTHWESTERLY ALONG THE SOUTHERLY PACIFIC RAILROAD FROM ITS
 JF0821'JUNCTION WITH THE UNION PACIFIC RAILROAD IN MCPHERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0826 ***********************************************************************
 JF0826  DESIGNATION -  M 297
 JF0826  PID         -  JF0826
 JF0826  STATE/COUNTY-  KS/RENO
 JF0826  USGS QUAD   -  BUHLER (1965)
 JF0826
 JF0826                         *CURRENT SURVEY CONTROL
 JF0826  ___________________________________________________________________
 JF0826* NAD 83(1986)-  38 09 46.     (N)    097 49 57.     (W)     SCALED    
 JF0826* NAVD 88     -       454.491  (meters)    1491.11   (feet)  ADJUSTED  
 JF0826  ___________________________________________________________________
 JF0826  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 JF0826  DYNAMIC HT  -         454.143 (meters)    1489.97  (feet)  COMP
 JF0826  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 JF0826
 JF0826  VERT ORDER  -  FIRST     CLASS II
 JF0826
 JF0826.The horizontal coordinates were scaled from a topographic map and have
 JF0826.an estimated accuracy of +/- 6 seconds.
 JF0826
 JF0826.The orthometric height was determined by differential leveling
 JF0826.and adjusted by the National Geodetic Survey in June 1991..
 JF0826.WARNING-Repeat measurements at this control monument indicate possible
 JF0826.vertical movement.
 JF0826
 JF0826.The geoid height was determined by GEOID03.
 JF0826
 JF0826.The dynamic height is computed by dividing the NAVD 88
 JF0826.geopotential number by the normal gravity value computed on the
 JF0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0826.degrees latitude (g = 980.6199 gals.).
 JF0826
 JF0826.The modeled gravity was interpolated from observed gravity values.
 JF0826
 JF0826;                    North         East    Units  Estimated Accuracy
 JF0826;SPC KS S     -   566,260.      458,500.      MT  (+/- 180 meters Scaled)
 JF0826
 JF0826                          SUPERSEDED SURVEY CONTROL
 JF0826
 JF0826  NGVD 29 (??/??/92)  454.334  (m)         1490.59   (f) ADJ UNCH    1 2
 JF0826
 JF0826.Superseded values are not recommended for survey control.
 JF0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0826.See file dsdata.txt to determine how the superseded data were derived.
 JF0826
 JF0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH022245(NAD 83)
 JF0826_MARKER: DB = BENCH MARK DISK
 JF0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0826_SP_SET: CONCRETE POST
 JF0826_STAMPING: M 297 1953
 JF0826_MARK LOGO: CGS   
 JF0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0826+STABILITY: SURFACE MOTION
 JF0826
 JF0826  HISTORY     - Date     Condition        Report By
 JF0826  HISTORY     - 1953     MONUMENTED       CGS
 JF0826  HISTORY     - 1986     GOOD             NGS
 JF0826
 JF0826                          STATION DESCRIPTION
 JF0826
 JF0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0826'5.6 MI SW FROM INMAN.
 JF0826'5.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0826'RAILROAD FROM THE STATION AT INMAN, 1 1/2 POLES NORTHEAST OF
 JF0826'MILEPOST 235, 46 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.8 FEET
 JF0826'NORTHWEST OF A FENCE, 1.8 FEET SOUTHWEST OF A WITNESS POST, SET
 JF0826'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 JF0826'GROUND.
 JF0826
 JF0826                          STATION RECOVERY (1986)
 JF0826
 JF0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0826'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.1 KM (10.6
 JF0826'MI) NORTHEASTERLY ALONG STATE HIGHWAY 61 FROM ITS JUNCTION WITH U.S.
 JF0826'HIGHWAY 50 IN HUTCHINSON.  ADD--33.2 M (108.9 FT) SOUTHEAST OF THE
 JF0826'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0394 ***********************************************************************
 JH0394  DESIGNATION -  M 298
 JH0394  PID         -  JH0394
 JH0394  STATE/COUNTY-  KS/WALLACE
 JH0394  USGS QUAD   -  SHARON SPRINGS WEST (1979)
 JH0394
 JH0394                         *CURRENT SURVEY CONTROL
 JH0394  ___________________________________________________________________
 JH0394* NAD 83(1986)-  38 53 38.     (N)    101 47 24.     (W)     SCALED    
 JH0394* NAVD 88     -      1062.646  (meters)    3486.36   (feet)  ADJUSTED  
 JH0394  ___________________________________________________________________
 JH0394  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 JH0394  DYNAMIC HT  -        1061.730 (meters)    3483.36  (feet)  COMP
 JH0394  MODELED GRAV-     979,729.4   (mgal)                       NAVD 88
 JH0394
 JH0394  VERT ORDER  -  FIRST     CLASS II
 JH0394
 JH0394.The horizontal coordinates were scaled from a topographic map and have
 JH0394.an estimated accuracy of +/- 6 seconds.
 JH0394
 JH0394.The orthometric height was determined by differential leveling
 JH0394.and adjusted by the National Geodetic Survey in June 1991..
 JH0394
 JH0394.The geoid height was determined by GEOID03.
 JH0394
 JH0394.The dynamic height is computed by dividing the NAVD 88
 JH0394.geopotential number by the normal gravity value computed on the
 JH0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0394.degrees latitude (g = 980.6199 gals.).
 JH0394
 JH0394.The modeled gravity was interpolated from observed gravity values.
 JH0394
 JH0394;                    North         East    Units  Estimated Accuracy
 JH0394;SPC KS N     -    69,110.       71,300.      MT  (+/- 180 meters Scaled)
 JH0394
 JH0394                          SUPERSEDED SURVEY CONTROL
 JH0394
 JH0394  NGVD 29 (??/??/92) 1062.226  (m)         3484.99   (f) ADJ UNCH    1 2
 JH0394
 JH0394.Superseded values are not recommended for survey control.
 JH0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0394.See file dsdata.txt to determine how the superseded data were derived.
 JH0394
 JH0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ580087(NAD 83)
 JH0394_MARKER: DB = BENCH MARK DISK
 JH0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0394_STAMPING: M 298 1952
 JH0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0394+STABILITY: SURFACE MOTION
 JH0394
 JH0394  HISTORY     - Date     Condition        Report By
 JH0394  HISTORY     - 1952     MONUMENTED       CGS
 JH0394
 JH0394                          STATION DESCRIPTION
 JH0394
 JH0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0394'2.2 MI W FROM SHARON SPRINGS.
 JH0394'2.15 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0394'AT SHARON SPRINGS, 2 POLES WEST OF A WOODEN TRESTLE, ACROSS THE
 JH0394'TRACK FROM MILEPOST 432, 103.5 FEET NORTH OF THE CENTER LINE
 JH0394'OF U.S. HIGHWAY 40, 68.7 FEET NORTH OF A FENCE, 60 FEET SOUTH
 JH0394'OF THE SOUTH RAIL, 16.6 FEET EAST OF A TELEPHONE POLE, IN LINE
 JH0394'WITH A ROW OF POLES, 2.5 FEET WEST OF A WITNESS POST, SET IN
 JH0394'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 JH0394'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0357 ***********************************************************************
 KH0357  DESIGNATION -  M 299
 KH0357  PID         -  KH0357
 KH0357  STATE/COUNTY-  KS/LOGAN
 KH0357  USGS QUAD   -  WINONA (1972)
 KH0357
 KH0357                         *CURRENT SURVEY CONTROL
 KH0357  ___________________________________________________________________
 KH0357* NAD 83(1986)-  39 03 50.     (N)    101 14 57.     (W)     SCALED    
 KH0357* NAVD 88     -      1015.078  (meters)    3330.30   (feet)  ADJUSTED  
 KH0357  ___________________________________________________________________
 KH0357  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 KH0357  DYNAMIC HT  -        1014.240 (meters)    3327.55  (feet)  COMP
 KH0357  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 KH0357
 KH0357  VERT ORDER  -  FIRST     CLASS II
 KH0357
 KH0357.The horizontal coordinates were scaled from a topographic map and have
 KH0357.an estimated accuracy of +/- 6 seconds.
 KH0357
 KH0357.The orthometric height was determined by differential leveling
 KH0357.and adjusted by the National Geodetic Survey in June 1991..
 KH0357
 KH0357.The geoid height was determined by GEOID03.
 KH0357
 KH0357.The dynamic height is computed by dividing the NAVD 88
 KH0357.geopotential number by the normal gravity value computed on the
 KH0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0357.degrees latitude (g = 980.6199 gals.).
 KH0357
 KH0357.The modeled gravity was interpolated from observed gravity values.
 KH0357
 KH0357;                    North         East    Units  Estimated Accuracy
 KH0357;SPC KS N     -    86,140.      118,860.      MT  (+/- 180 meters Scaled)
 KH0357
 KH0357                          SUPERSEDED SURVEY CONTROL
 KH0357
 KH0357  NGVD 29 (??/??/92) 1014.693  (m)         3329.04   (f) ADJ UNCH    1 2
 KH0357
 KH0357.Superseded values are not recommended for survey control.
 KH0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0357.See file dsdata.txt to determine how the superseded data were derived.
 KH0357
 KH0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ054262(NAD 83)
 KH0357_MARKER: DB = BENCH MARK DISK
 KH0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0357_STAMPING: M 299 1952
 KH0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0357+STABILITY: SURFACE MOTION
 KH0357
 KH0357  HISTORY     - Date     Condition        Report By
 KH0357  HISTORY     - 1952     MONUMENTED       CGS
 KH0357
 KH0357                          STATION DESCRIPTION
 KH0357
 KH0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0357'0.4 MI NW FROM WINONA.
 KH0357'0.15 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT WINONA,
 KH0357'THENCE 0.2 MILE WEST ALONG A GRAVELED ROAD, AT THE LOWE AIRPORT,
 KH0357'35.7 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH RUNWAY,
 KH0357'4.2 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE HANGAR, SET IN
 KH0357'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 KH0357'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0120 ***********************************************************************
 JG0120  DESIGNATION -  M 30
 JG0120  PID         -  JG0120
 JG0120  STATE/COUNTY-  KS/RICE
 JG0120  USGS QUAD   -  LYONS (1970)
 JG0120
 JG0120                         *CURRENT SURVEY CONTROL
 JG0120  ___________________________________________________________________
 JG0120* NAD 83(1997)-  38 21 04.63397(N)    098 14 32.14123(W)     ADJUSTED  
 JG0120* NAVD 88     -       513.860  (meters)    1685.89   (feet)  ADJUSTED  
 JG0120  ___________________________________________________________________
 JG0120  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 JG0120  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 JG0120  DYNAMIC HT  -         513.474 (meters)    1684.62  (feet)  COMP
 JG0120  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 JG0120
 JG0120  HORZ ORDER  -  THIRD
 JG0120  VERT ORDER  -  SECOND    CLASS 0
 JG0120
 JG0120.The horizontal coordinates were established by classical geodetic methods
 JG0120.and adjusted by the National Geodetic Survey in October 1998..
 JG0120.No horizontal observational check was made to the station.
 JG0120
 JG0120.The orthometric height was determined by differential leveling
 JG0120.and adjusted by the National Geodetic Survey in June 1991..
 JG0120
 JG0120.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0120
 JG0120.The geoid height was determined by GEOID03.
 JG0120
 JG0120.The dynamic height is computed by dividing the NAVD 88
 JG0120.geopotential number by the normal gravity value computed on the
 JG0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0120.degrees latitude (g = 980.6199 gals.).
 JG0120
 JG0120.The modeled gravity was interpolated from observed gravity values.
 JG0120
 JG0120;                    North         East     Units Scale Factor Converg.
 JG0120;SPC KS S     -   587,001.917   422,528.569   MT  0.99996450   +0 09 30.2
 JG0120;UTM  14      - 4,245,063.896   566,209.267   MT  0.99965398   +0 28 12.6
 JG0120
 JG0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0120!SPC KS S     -   0.99992363  x   0.99996450  =   0.99988814
 JG0120!UTM  14      -   0.99992363  x   0.99965398  =   0.99957764
 JG0120
 JG0120                          SUPERSEDED SURVEY CONTROL
 JG0120
 JG0120  NAD 83(1986)-  38 21 04.64097(N)    098 14 32.14270(W) AD(       ) 3
 JG0120  NAD 27      -  38 21 04.60542(N)    098 14 30.92400(W) AD(       ) 3
 JG0120  NGVD 29 (??/??/92)  513.716  (m)         1685.42   (f) ADJ UNCH    2 0
 JG0120
 JG0120.Superseded values are not recommended for survey control.
 JG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0120.See file dsdata.txt to determine how the superseded data were derived.
 JG0120
 JG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6620945064(NAD 83)
 JG0120_MARKER: DB = BENCH MARK DISK
 JG0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0120_STAMPING: M 30 1934
 JG0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0120+STABILITY: SURFACE MOTION
 JG0120
 JG0120  HISTORY     - Date     Condition        Report By
 JG0120  HISTORY     - 1934     MONUMENTED       CGS
 JG0120
 JG0120                          STATION DESCRIPTION
 JG0120
 JG0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0120'1.6 MI W FROM LYONS.
 JG0120'1.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0120'FROM LYONS, RICE COUNTY, AT MILEAGE 80.14, 40 FEET EAST OF A
 JG0120'PRIVATE ROAD CROSSING, AND 42 FEET SOUTH OF THE CENTERLINE OF THE
 JG0120'TRACK.  A STANDARD DISK, STAMPED M 30 1934 AND SET IN THE TOP
 JG0120'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0074 ***********************************************************************
 KH0074  DESIGNATION -  M 300
 KH0074  PID         -  KH0074
 KH0074  STATE/COUNTY-  KS/GOVE
 KH0074  USGS QUAD   -  QUINTER (1979)
 KH0074
 KH0074                         *CURRENT SURVEY CONTROL
 KH0074  ___________________________________________________________________
 KH0074* NAD 83(1986)-  39 02 11.     (N)    100 08 56.     (W)     SCALED    
 KH0074* NAVD 88     -       797.499  (meters)    2616.46   (feet)  ADJUSTED  
 KH0074  ___________________________________________________________________
 KH0074  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 KH0074  DYNAMIC HT  -         796.888 (meters)    2614.46  (feet)  COMP
 KH0074  MODELED GRAV-     979,834.3   (mgal)                       NAVD 88
 KH0074
 KH0074  VERT ORDER  -  FIRST     CLASS II
 KH0074
 KH0074.The horizontal coordinates were scaled from a topographic map and have
 KH0074.an estimated accuracy of +/- 6 seconds.
 KH0074
 KH0074.The orthometric height was determined by differential leveling
 KH0074.and adjusted by the National Geodetic Survey in June 1991..
 KH0074
 KH0074.The geoid height was determined by GEOID03.
 KH0074
 KH0074.The dynamic height is computed by dividing the NAVD 88
 KH0074.geopotential number by the normal gravity value computed on the
 KH0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0074.degrees latitude (g = 980.6199 gals.).
 KH0074
 KH0074.The modeled gravity was interpolated from observed gravity values.
 KH0074
 KH0074;                    North         East    Units  Estimated Accuracy
 KH0074;SPC KS N     -    80,250.      213,970.      MT  (+/- 180 meters Scaled)
 KH0074
 KH0074                          SUPERSEDED SURVEY CONTROL
 KH0074
 KH0074  NGVD 29 (02/14/92)  797.188  (m)         2615.44   (f) ADJUSTED    1 2
 KH0074
 KH0074.Superseded values are not recommended for survey control.
 KH0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0074.See file dsdata.txt to determine how the superseded data were derived.
 KH0074
 KH0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ005214(NAD 83)
 KH0074_MARKER: DB = BENCH MARK DISK
 KH0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0074_SP_SET: CONCRETE POST
 KH0074_STAMPING: M 300 1952
 KH0074_MARK LOGO: CGS   
 KH0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0074+STABILITY: SURFACE MOTION
 KH0074
 KH0074  HISTORY     - Date     Condition        Report By
 KH0074  HISTORY     - 1952     MONUMENTED       CGS
 KH0074  HISTORY     - 1986     GOOD             NGS
 KH0074
 KH0074                          STATION DESCRIPTION
 KH0074
 KH0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0074'2 MI W FROM COLLYER.
 KH0074'2.05 MILES WEST ALONG U.S. HIGHWAY 40 FROM SAINT MICHAELS CHURCH
 KH0074'AT COLLYER, AT THE TREGO AND GOVE COUNTY LINE, 114 FEET NORTHEAST
 KH0074'OF THE CENTER LINE OF THE HIGHWAY, 64 FEET EAST OF THE CENTER
 KH0074'LINE OF A PRIVATE DIRT ROAD, 51.9 FEET SOUTHWEST OF THE SOUTHWEST
 KH0074'RAIL OF THE UNION PACIFIC RAILROAD, 8.3 FEET NORTHEAST OF A TELEPHONE
 KH0074'POLE, 3 FEET SOUTHWEST OF A FENCE, 2.6 FEET NORTHEAST OF A WITNESS
 KH0074'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 KH0074'ABOVE THE GROUND.
 KH0074
 KH0074                          STATION RECOVERY (1986)
 KH0074
 KH0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0074'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE EXCEPT
 KH0074'A NEW WITNESS POST WAS ADDED.
 KH0074'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0142 ***********************************************************************
 KH0142  DESIGNATION -  M 301
 KH0142  PID         -  KH0142
 KH0142  STATE/COUNTY-  KS/GOVE
 KH0142  USGS QUAD   -  GRINNELL SOUTH (1979)
 KH0142
 KH0142                         *CURRENT SURVEY CONTROL
 KH0142  ___________________________________________________________________
 KH0142* NAD 83(1986)-  39 07 06.     (N)    100 41 01.     (W)     SCALED    
 KH0142* NAVD 88     -       897.308  (meters)    2943.92   (feet)  ADJUSTED  
 KH0142  ___________________________________________________________________
 KH0142  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 KH0142  DYNAMIC HT  -         896.599 (meters)    2941.59  (feet)  COMP
 KH0142  MODELED GRAV-     979,807.7   (mgal)                       NAVD 88
 KH0142
 KH0142  VERT ORDER  -  FIRST     CLASS II
 KH0142
 KH0142.The horizontal coordinates were scaled from a topographic map and have
 KH0142.an estimated accuracy of +/- 6 seconds.
 KH0142
 KH0142.The orthometric height was determined by differential leveling
 KH0142.and adjusted by the National Geodetic Survey in June 1991..
 KH0142
 KH0142.The geoid height was determined by GEOID03.
 KH0142
 KH0142.The dynamic height is computed by dividing the NAVD 88
 KH0142.geopotential number by the normal gravity value computed on the
 KH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0142.degrees latitude (g = 980.6199 gals.).
 KH0142
 KH0142.The modeled gravity was interpolated from observed gravity values.
 KH0142
 KH0142;                    North         East    Units  Estimated Accuracy
 KH0142;SPC KS N     -    90,580.      167,960.      MT  (+/- 180 meters Scaled)
 KH0142
 KH0142                          SUPERSEDED SURVEY CONTROL
 KH0142
 KH0142  NGVD 29 (??/??/92)  896.970  (m)         2942.81   (f) ADJ UNCH    1 2
 KH0142
 KH0142.Superseded values are not recommended for survey control.
 KH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0142.See file dsdata.txt to determine how the superseded data were derived.
 KH0142
 KH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ544312(NAD 83)
 KH0142_MARKER: DB = BENCH MARK DISK
 KH0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0142_STAMPING: M 301 1953
 KH0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0142+STABILITY: SURFACE MOTION
 KH0142
 KH0142  HISTORY     - Date     Condition        Report By
 KH0142  HISTORY     - 1953     MONUMENTED       CGS
 KH0142  HISTORY     - 1986     MARK NOT FOUND   NGS
 KH0142
 KH0142                          STATION DESCRIPTION
 KH0142
 KH0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KH0142'3.4 MI W FROM GRINNELL.
 KH0142'0.5 MILE SOUTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 KH0142'STATION AT GRINNELL, THENCE 2.85 MILES WEST ALONG U.S. HIGHWAY
 KH0142'40, 37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37 FEET WEST
 KH0142'OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING NORTH, 3.2 FEET
 KH0142'NORTH OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A WITNESS POST,
 KH0142'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 KH0142'THE GROUND.
 KH0142
 KH0142                          STATION RECOVERY (1986)
 KH0142
 KH0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0142'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0571 ***********************************************************************
 JG0571  DESIGNATION -  M 302
 JG0571  PID         -  JG0571
 JG0571  STATE/COUNTY-  KS/TREGO
 JG0571  USGS QUAD   -  OGALLAH (1979)
 JG0571
 JG0571                         *CURRENT SURVEY CONTROL
 JG0571  ___________________________________________________________________
 JG0571* NAD 83(1986)-  38 57 32.     (N)    099 40 54.     (W)     SCALED    
 JG0571* NAVD 88     -       695.440  (meters)    2281.62   (feet)  ADJUSTED  
 JG0571  ___________________________________________________________________
 JG0571  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JG0571  DYNAMIC HT  -         694.914 (meters)    2279.90  (feet)  COMP
 JG0571  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 JG0571
 JG0571  VERT ORDER  -  FIRST     CLASS II
 JG0571
 JG0571.The horizontal coordinates were scaled from a topographic map and have
 JG0571.an estimated accuracy of +/- 6 seconds.
 JG0571
 JG0571.The orthometric height was determined by differential leveling
 JG0571.and adjusted by the National Geodetic Survey in June 1991..
 JG0571
 JG0571.The geoid height was determined by GEOID03.
 JG0571
 JG0571.The dynamic height is computed by dividing the NAVD 88
 JG0571.geopotential number by the normal gravity value computed on the
 JG0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0571.degrees latitude (g = 980.6199 gals.).
 JG0571
 JG0571.The modeled gravity was interpolated from observed gravity values.
 JG0571
 JG0571;                    North         East    Units  Estimated Accuracy
 JG0571;SPC KS N     -    70,800.      254,250.      MT  (+/- 180 meters Scaled)
 JG0571
 JG0571                          SUPERSEDED SURVEY CONTROL
 JG0571
 JG0571  NGVD 29 (??/??/92)  695.153  (m)         2280.68   (f) ADJ UNCH    1 2
 JG0571
 JG0571.Superseded values are not recommended for survey control.
 JG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0571.See file dsdata.txt to determine how the superseded data were derived.
 JG0571
 JG0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ409124(NAD 83)
 JG0571_MARKER: DB = BENCH MARK DISK
 JG0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0571_SP_SET: CULVERT
 JG0571_STAMPING: M 302 1953
 JG0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0571
 JG0571  HISTORY     - Date     Condition        Report By
 JG0571  HISTORY     - 1953     MONUMENTED       CGS
 JG0571  HISTORY     - 1982     GOOD             LOCSUR
 JG0571  HISTORY     - 20060921 GOOD             GEOCAC
 JG0571
 JG0571                          STATION DESCRIPTION
 JG0571
 JG0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0571'3.4 MI E FROM OGALLAH.
 JG0571'3.45 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0571'RAILROAD STATION AT OGALLAH, 29.1 FEET NORTHWEST OF TELEPHONE
 JG0571'POLE 880, 16.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET
 JG0571'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 JG0571'30 INCH PIPE CULVERT.
 JG0571
 JG0571                          STATION RECOVERY (1982)
 JG0571
 JG0571'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 JG0571'STD. BRONZE DISC SET IN HEADWELL (SOUTH) OF CROSS-ROAD 30' CULVERT
 JG0571'UNDER OLD US. HWY 40 ABOUT 3.45 MILES EAST FROM U.P.R.R. STATION
 JG0571'OGALLAH.
 JG0571
 JG0571                          STATION RECOVERY (2006)
 JG0571
 JG0571'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0571'HANDHELD COORDINATES ARE N38-57-32.64 W099-40-55.62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0363 ***********************************************************************
 JG0363  DESIGNATION -  M 303
 JG0363  PID         -  JG0363
 JG0363  STATE/COUNTY-  KS/ELLIS
 JG0363  USGS QUAD   -  YOCEMENTO (1974)
 JG0363
 JG0363                         *CURRENT SURVEY CONTROL
 JG0363  ___________________________________________________________________
 JG0363* NAD 83(1986)-  38 53 44.     (N)    099 22 52.     (W)     SCALED    
 JG0363* NAVD 88     -       617.107  (meters)    2024.63   (feet)  ADJUSTED  
 JG0363  ___________________________________________________________________
 JG0363  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 JG0363  DYNAMIC HT  -         616.649 (meters)    2023.12  (feet)  COMP
 JG0363  MODELED GRAV-     979,865.5   (mgal)                       NAVD 88
 JG0363
 JG0363  VERT ORDER  -  FIRST     CLASS II
 JG0363
 JG0363.The horizontal coordinates were scaled from a topographic map and have
 JG0363.an estimated accuracy of +/- 6 seconds.
 JG0363
 JG0363.The orthometric height was determined by differential leveling
 JG0363.and adjusted by the National Geodetic Survey in June 1991..
 JG0363
 JG0363.The geoid height was determined by GEOID03.
 JG0363
 JG0363.The dynamic height is computed by dividing the NAVD 88
 JG0363.geopotential number by the normal gravity value computed on the
 JG0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0363.degrees latitude (g = 980.6199 gals.).
 JG0363
 JG0363.The modeled gravity was interpolated from observed gravity values.
 JG0363
 JG0363;                    North         East    Units  Estimated Accuracy
 JG0363;SPC KS N     -    63,330.      280,190.      MT  (+/- 180 meters Scaled)
 JG0363
 JG0363                          SUPERSEDED SURVEY CONTROL
 JG0363
 JG0363  NGVD 29 (??/??/92)  616.848  (m)         2023.78   (f) ADJ UNCH    1 2
 JG0363
 JG0363.Superseded values are not recommended for survey control.
 JG0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0363.See file dsdata.txt to determine how the superseded data were derived.
 JG0363
 JG0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ669052(NAD 83)
 JG0363_MARKER: DB = BENCH MARK DISK
 JG0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0363_SP_SET: BRIDGE
 JG0363_STAMPING: M 303 1953
 JG0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0363+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 JG0363
 JG0363  HISTORY     - Date     Condition        Report By
 JG0363  HISTORY     - 1953     MONUMENTED       CGS
 JG0363  HISTORY     - 20050601 GOOD             USGS
 JG0363
 JG0363                          STATION DESCRIPTION
 JG0363
 JG0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0363'3 MI W FROM HAYS.
 JG0363'0.05 MILE SOUTH ALONG WALNUT STREET FROM THE UNION PACIFIC
 JG0363'RAILROAD STATION AT HAYS, THENCE 2.9 MILES WEST ALONG U.S. HIGHWAY
 JG0363'40, 113.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE UNION
 JG0363'PACIFIC RAILROAD, 24.1 FEET NORTHEAST OF THE CENTER LINE OF THE
 JG0363'HIGHWAY, AT THE NORTHWEST END OF A RAILROAD TRESTLE, AT
 JG0363'MILEPOST 293, SET IN THE TOP OF THE NORTHWEST END OF THE
 JG0363'NORTHEAST HEADWALL OF A SMALL CONCRETE BRIDGE.
 JG0363
 JG0363                          STATION RECOVERY (2005)
 JG0363
 JG0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (RWG)
 JG0363'APPROXIMATELY 0.5 MILES WEST OF 220 AVE. ON OLD HIGHWAY 40.
 JG0363'FIBERGLASS WITNESS POST AT NW CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0252 ***********************************************************************
 JG0252  DESIGNATION -  M 304
 JG0252  PID         -  JG0252
 JG0252  STATE/COUNTY-  KS/RUSSELL
 JG0252  USGS QUAD   -  RUSSELL NW (1967)
 JG0252
 JG0252                         *CURRENT SURVEY CONTROL
 JG0252  ___________________________________________________________________
 JG0252* NAD 83(1986)-  38 53 20.     (N)    098 53 29.     (W)     SCALED    
 JG0252* NAVD 88     -       568.917  (meters)    1866.52   (feet)  ADJUSTED  
 JG0252  ___________________________________________________________________
 JG0252  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0252  DYNAMIC HT  -         568.516 (meters)    1865.21  (feet)  COMP
 JG0252  MODELED GRAV-     979,905.5   (mgal)                       NAVD 88
 JG0252
 JG0252  VERT ORDER  -  FIRST     CLASS II
 JG0252
 JG0252.The horizontal coordinates were scaled from a topographic map and have
 JG0252.an estimated accuracy of +/- 6 seconds.
 JG0252
 JG0252.The orthometric height was determined by differential leveling
 JG0252.and adjusted by the National Geodetic Survey in June 1991..
 JG0252
 JG0252.The geoid height was determined by GEOID03.
 JG0252
 JG0252.The dynamic height is computed by dividing the NAVD 88
 JG0252.geopotential number by the normal gravity value computed on the
 JG0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0252.degrees latitude (g = 980.6199 gals.).
 JG0252
 JG0252.The modeled gravity was interpolated from observed gravity values.
 JG0252
 JG0252;                    North         East    Units  Estimated Accuracy
 JG0252;SPC KS N     -    62,050.      322,670.      MT  (+/- 180 meters Scaled)
 JG0252
 JG0252                          SUPERSEDED SURVEY CONTROL
 JG0252
 JG0252  NGVD 29 (??/??/92)  568.702  (m)         1865.82   (f) ADJ UNCH    1 2
 JG0252
 JG0252.Superseded values are not recommended for survey control.
 JG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0252.See file dsdata.txt to determine how the superseded data were derived.
 JG0252
 JG0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ094044(NAD 83)
 JG0252_MARKER: DB = BENCH MARK DISK
 JG0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0252_STAMPING: M 304 1953
 JG0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0252+STABILITY: SURFACE MOTION
 JG0252
 JG0252  HISTORY     - Date     Condition        Report By
 JG0252  HISTORY     - 1953     MONUMENTED       CGS
 JG0252
 JG0252                          STATION DESCRIPTION
 JG0252
 JG0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0252'1.8 MI W FROM RUSSELL.
 JG0252'1.75 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0252'STATION AT RUSSELL, 4 POLES WEST OF MILEPOST 265, AT A ROAD
 JG0252'CROSSING, 50 FEET SOUTH OF THE SOUTH RAIL, 56 FEET EAST OF THE
 JG0252'CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 11.4 FEET EAST OF A
 JG0252'FENCE CORNER, 9.4 FEET SOUTHEAST OF A POWER POLE, 2.1 FEET
 JG0252'SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE
 JG0252'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0042 ***********************************************************************
 HG0042  DESIGNATION -  M 307
 HG0042  PID         -  HG0042
 HG0042  STATE/COUNTY-  KS/KINGMAN
 HG0042  USGS QUAD   -  CLEVELAND (1967)
 HG0042
 HG0042                         *CURRENT SURVEY CONTROL
 HG0042  ___________________________________________________________________
 HG0042* NAD 83(1986)-  37 35 21.     (N)    098 07 59.     (W)     SCALED    
 HG0042* NAVD 88     -       495.255  (meters)    1624.85   (feet)  POSTED    
 HG0042  ___________________________________________________________________
 HG0042  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HG0042  DYNAMIC HT  -         494.840 (meters)    1623.49  (feet)  COMP
 HG0042  MODELED GRAV-     979,783.6   (mgal)                       NAVD 88
 HG0042
 HG0042  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HG0042
 HG0042.The horizontal coordinates were scaled from a topographic map and have
 HG0042.an estimated accuracy of +/- 6 seconds.
 HG0042
 HG0042.The orthometric height was determined by differential leveling
 HG0042.and adjusted by the National Geodetic Survey in 1992..
 HG0042.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HG0042.rate of 1.1 thru 2.0 mm/km.
 HG0042
 HG0042.The geoid height was determined by GEOID03.
 HG0042
 HG0042.The dynamic height is computed by dividing the NAVD 88
 HG0042.geopotential number by the normal gravity value computed on the
 HG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0042.degrees latitude (g = 980.6199 gals.).
 HG0042
 HG0042.The modeled gravity was interpolated from observed gravity values.
 HG0042
 HG0042;                    North         East    Units  Estimated Accuracy
 HG0042;SPC KS S     -   502,450.      432,410.      MT  (+/- 180 meters Scaled)
 HG0042
 HG0042                          SUPERSEDED SURVEY CONTROL
 HG0042
 HG0042  NGVD 29 (??/??/92)  495.078  (m)         1624.27   (f) ADJ UNCH    1 2
 HG0042
 HG0042.Superseded values are not recommended for survey control.
 HG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0042.See file dsdata.txt to determine how the superseded data were derived.
 HG0042
 HG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG765605(NAD 83)
 HG0042_MARKER: DB = BENCH MARK DISK
 HG0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0042_SP_SET: CONCRETE POST
 HG0042_STAMPING: M 307 1953
 HG0042_MARK LOGO: CGS   
 HG0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0042+STABILITY: SURFACE MOTION
 HG0042
 HG0042  HISTORY     - Date     Condition        Report By
 HG0042  HISTORY     - 1953     MONUMENTED       CGS
 HG0042  HISTORY     - 1986     GOOD             NGS
 HG0042
 HG0042                          STATION DESCRIPTION
 HG0042
 HG0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0042'4.7 MI S FROM KINGMAN.
 HG0042'4.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0042'FROM THE STATION AT KINGMAN, AT A ROAD CROSSING, 53 FEET SOUTH
 HG0042'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 44 FEET WEST OF THE
 HG0042'WEST RAIL, 14 FEET WEST OF A TELEPHONE POLE, 3.6 FEET EAST OF A
 HG0042'FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 HG0042'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0042
 HG0042                          STATION RECOVERY (1986)
 HG0042
 HG0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0928 ***********************************************************************
 HF0928  DESIGNATION -  M 308
 HF0928  PID         -  HF0928
 HF0928  STATE/COUNTY-  KS/RENO
 HF0928  USGS QUAD   -  HAVEN (1961)
 HF0928
 HF0928                         *CURRENT SURVEY CONTROL
 HF0928  ___________________________________________________________________
 HF0928* NAD 83(1986)-  37 54 01.     (N)    097 46 55.     (W)     SCALED    
 HF0928* NAVD 88     -       451.704  (meters)    1481.97   (feet)  ADJUSTED  
 HF0928  ___________________________________________________________________
 HF0928  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HF0928  DYNAMIC HT  -         451.357 (meters)    1480.83  (feet)  COMP
 HF0928  MODELED GRAV-     979,846.2   (mgal)                       NAVD 88
 HF0928
 HF0928  VERT ORDER  -  SECOND    CLASS 0
 HF0928
 HF0928.The horizontal coordinates were scaled from a topographic map and have
 HF0928.an estimated accuracy of +/- 6 seconds.
 HF0928
 HF0928.The orthometric height was determined by differential leveling
 HF0928.and adjusted by the National Geodetic Survey in June 1991..
 HF0928
 HF0928.The geoid height was determined by GEOID03.
 HF0928
 HF0928.The dynamic height is computed by dividing the NAVD 88
 HF0928.geopotential number by the normal gravity value computed on the
 HF0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0928.degrees latitude (g = 980.6199 gals.).
 HF0928
 HF0928.The modeled gravity was interpolated from observed gravity values.
 HF0928
 HF0928;                    North         East    Units  Estimated Accuracy
 HF0928;SPC KS S     -   537,160.      463,150.      MT  (+/- 180 meters Scaled)
 HF0928
 HF0928                          SUPERSEDED SURVEY CONTROL
 HF0928
 HF0928  NGVD 29 (??/??/92)  451.558  (m)         1481.49   (f) ADJ UNCH    2 0
 HF0928
 HF0928.Superseded values are not recommended for survey control.
 HF0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0928.See file dsdata.txt to determine how the superseded data were derived.
 HF0928
 HF0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG070954(NAD 83)
 HF0928_MARKER: DB = BENCH MARK DISK
 HF0928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0928_SP_SET: TOWER LEG BASE
 HF0928_STAMPING: M 308 1953
 HF0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0928
 HF0928  HISTORY     - Date     Condition        Report By
 HF0928  HISTORY     - 1953     MONUMENTED       CGS
 HF0928
 HF0928                          STATION DESCRIPTION
 HF0928
 HF0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0928'AT HAVEN.
 HF0928'AT HAVEN, 0.1 MILE NORTHEAST OF THE MISSOURI PACIFIC RAILROAD
 HF0928'STATION, 0.6 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE
 HF0928'SOUTHEAST CORNER OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF
 HF0928'THE CITY WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0179 ***********************************************************************
 HG0179  DESIGNATION -  M 309
 HG0179  PID         -  HG0179
 HG0179  STATE/COUNTY-  KS/HARPER
 HG0179  USGS QUAD   -  HARPER (1973)
 HG0179
 HG0179                         *CURRENT SURVEY CONTROL
 HG0179  ___________________________________________________________________
 HG0179* NAD 83(1986)-  37 16 07.     (N)    098 01 51.     (W)     SCALED    
 HG0179* NAVD 88     -       435.028  (meters)    1427.25   (feet)  ADJUSTED  
 HG0179  ___________________________________________________________________
 HG0179  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HG0179  DYNAMIC HT  -         434.664 (meters)    1426.06  (feet)  COMP
 HG0179  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 HG0179
 HG0179  VERT ORDER  -  FIRST     CLASS II
 HG0179
 HG0179.The horizontal coordinates were scaled from a topographic map and have
 HG0179.an estimated accuracy of +/- 6 seconds.
 HG0179
 HG0179.The orthometric height was determined by differential leveling
 HG0179.and adjusted by the National Geodetic Survey in June 1991..
 HG0179
 HG0179.The geoid height was determined by GEOID03.
 HG0179
 HG0179.The dynamic height is computed by dividing the NAVD 88
 HG0179.geopotential number by the normal gravity value computed on the
 HG0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0179.degrees latitude (g = 980.6199 gals.).
 HG0179
 HG0179.The modeled gravity was interpolated from observed gravity values.
 HG0179
 HG0179;                    North         East    Units  Estimated Accuracy
 HG0179;SPC KS S     -   466,910.      441,610.      MT  (+/- 180 meters Scaled)
 HG0179
 HG0179                          SUPERSEDED SURVEY CONTROL
 HG0179
 HG0179  NGVD 29 (??/??/92)  434.896  (m)         1426.82   (f) ADJ UNCH    1 2
 HG0179
 HG0179.Superseded values are not recommended for survey control.
 HG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0179.See file dsdata.txt to determine how the superseded data were derived.
 HG0179
 HG0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG859251(NAD 83)
 HG0179_MARKER: DB = BENCH MARK DISK
 HG0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0179_SP_SET: CONCRETE POST
 HG0179_STAMPING: M 309 1953
 HG0179_MARK LOGO: CGS   
 HG0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0179+STABILITY: SURFACE MOTION
 HG0179
 HG0179  HISTORY     - Date     Condition        Report By
 HG0179  HISTORY     - 1953     MONUMENTED       CGS
 HG0179  HISTORY     - 1985     GOOD             NGS
 HG0179
 HG0179                          STATION DESCRIPTION
 HG0179
 HG0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0179'1.5 MI S FROM HARPER.
 HG0179'1.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0179'FROM ITS CROSSING WITH THE EAST AND WEST MAIN LINE AT HARPER,
 HG0179'AT A ROAD CROSSING, 81 FEET NORTH OF THE CENTER LINE OF A
 HG0179'ROAD, 45 FEET WEST OF THE WEST RAIL, 2 FEET EAST OF A FENCE,
 HG0179'2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HG0179'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0179
 HG0179                          STATION RECOVERY (1985)
 HG0179
 HG0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0679 ***********************************************************************
 JF0679  DESIGNATION -  M 31
 JF0679  PID         -  JF0679
 JF0679  STATE/COUNTY-  KS/MCPHERSON
 JF0679  USGS QUAD   -  CANTON (1985)
 JF0679
 JF0679                         *CURRENT SURVEY CONTROL
 JF0679  ___________________________________________________________________
 JF0679* NAD 83(1986)-  38 23 03.     (N)    097 27 51.     (W)     SCALED    
 JF0679* NAVD 88     -       478.283  (meters)    1569.17   (feet)  ADJUSTED  
 JF0679  ___________________________________________________________________
 JF0679  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 JF0679  DYNAMIC HT  -         477.927 (meters)    1568.00  (feet)  COMP
 JF0679  MODELED GRAV-     979,869.5   (mgal)                       NAVD 88
 JF0679
 JF0679  VERT ORDER  -  SECOND    CLASS 0
 JF0679
 JF0679.The horizontal coordinates were scaled from a topographic map and have
 JF0679.an estimated accuracy of +/- 6 seconds.
 JF0679
 JF0679.The orthometric height was determined by differential leveling
 JF0679.and adjusted by the National Geodetic Survey in June 1991..
 JF0679
 JF0679.The geoid height was determined by GEOID03.
 JF0679
 JF0679.The dynamic height is computed by dividing the NAVD 88
 JF0679.geopotential number by the normal gravity value computed on the
 JF0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0679.degrees latitude (g = 980.6199 gals.).
 JF0679
 JF0679.The modeled gravity was interpolated from observed gravity values.
 JF0679
 JF0679;                    North         East    Units  Estimated Accuracy
 JF0679;SPC KS S     -   591,120.      490,500.      MT  (+/- 180 meters Scaled)
 JF0679
 JF0679                          SUPERSEDED SURVEY CONTROL
 JF0679
 JF0679  NGVD 29 (??/??/92)  478.095  (m)         1568.55   (f) ADJ UNCH    2 0
 JF0679
 JF0679.Superseded values are not recommended for survey control.
 JF0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0679.See file dsdata.txt to determine how the superseded data were derived.
 JF0679
 JF0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH341495(NAD 83)
 JF0679_MARKER: DB = BENCH MARK DISK
 JF0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0679+STABILITY: SURFACE MOTION
 JF0679
 JF0679  HISTORY     - Date     Condition        Report By
 JF0679  HISTORY     - UNK      MONUMENTED       CGS
 JF0679  HISTORY     - 1934     GOOD             NGS
 JF0679
 JF0679                          STATION DESCRIPTION
 JF0679
 JF0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0679'1.9 MI W FROM CANTON.
 JF0679'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO. IN THE EAST
 JF0679'SIDE OF SECTION 19 R 1 W T 19 S.  49 FT. SOUTH OF THE CENTER LINE
 JF0679'OF THE TRACK.  31.5 FT. WEST OF THE CENTER OF SECTION LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0206 ***********************************************************************
 HG0206  DESIGNATION -  M 310
 HG0206  PID         -  HG0206
 HG0206  STATE/COUNTY-  KS/HARPER
 HG0206  USGS QUAD   -  SPRING (1972)
 HG0206
 HG0206                         *CURRENT SURVEY CONTROL
 HG0206  ___________________________________________________________________
 HG0206* NAD 83(1986)-  37 03 55.     (N)    098 02 49.     (W)     SCALED    
 HG0206* NAVD 88     -       421.058  (meters)    1381.42   (feet)  ADJUSTED  
 HG0206  ___________________________________________________________________
 HG0206  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HG0206  DYNAMIC HT  -         420.704 (meters)    1380.26  (feet)  COMP
 HG0206  MODELED GRAV-     979,776.0   (mgal)                       NAVD 88
 HG0206
 HG0206  VERT ORDER  -  FIRST     CLASS II
 HG0206
 HG0206.The horizontal coordinates were scaled from a topographic map and have
 HG0206.an estimated accuracy of +/- 6 seconds.
 HG0206
 HG0206.The orthometric height was determined by differential leveling
 HG0206.and adjusted by the National Geodetic Survey in June 1991..
 HG0206
 HG0206.The geoid height was determined by GEOID03.
 HG0206
 HG0206.The dynamic height is computed by dividing the NAVD 88
 HG0206.geopotential number by the normal gravity value computed on the
 HG0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0206.degrees latitude (g = 980.6199 gals.).
 HG0206
 HG0206.The modeled gravity was interpolated from observed gravity values.
 HG0206
 HG0206;                    North         East    Units  Estimated Accuracy
 HG0206;SPC KS S     -   444,340.      440,290.      MT  (+/- 180 meters Scaled)
 HG0206
 HG0206                          SUPERSEDED SURVEY CONTROL
 HG0206
 HG0206  NGVD 29 (??/??/92)  420.923  (m)         1380.98   (f) ADJ UNCH    1 2
 HG0206
 HG0206.Superseded values are not recommended for survey control.
 HG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0206.See file dsdata.txt to determine how the superseded data were derived.
 HG0206
 HG0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG847025(NAD 83)
 HG0206_MARKER: DB = BENCH MARK DISK
 HG0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0206_SP_SET: CONCRETE POST
 HG0206_STAMPING: M 310 1953
 HG0206_MARK LOGO: CGS   
 HG0206_PROJECTION: RECESSED 10 CENTIMETERS
 HG0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0206+STABILITY: SURFACE MOTION
 HG0206
 HG0206  HISTORY     - Date     Condition        Report By
 HG0206  HISTORY     - 1953     MONUMENTED       CGS
 HG0206  HISTORY     - 1985     GOOD             NGS
 HG0206
 HG0206                          STATION DESCRIPTION
 HG0206
 HG0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0206'6 MI S FROM ANTHONY.
 HG0206'6.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0206'FROM THE STATION AT ANTHONY, AT A ROAD CROSSING, 40 FEET WEST
 HG0206'OF THE WEST RAIL, 57 FEET NORTH OF THE CENTER LINE OF A ROAD,
 HG0206'16 FEET WEST OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE, 2
 HG0206'FEET SOUTH OF A WITNESS POST, 1.2 MILES NORTHWEST OF BENCH MARK
 HG0206'Q 310, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 HG0206'FOOT ABOVE THE GROUND.
 HG0206
 HG0206                          STATION RECOVERY (1985)
 HG0206
 HG0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0206'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.35 KM (6.43
 HG0206'MI) SOUTH ALONG STATE HIGHWAY 179 FROM THE JUNCTION OF STATE HIGHWAY
 HG0206'44 AT ANTHONY, THENCE 0.81 KM (0.50 MI) WEST ALONG A PAVED SECTION
 HG0206'LINE ROAD, IN THE NORTHWEST CORNER OF THE JUNCTION OF THE ATCHISON,
 HG0206'TOPEKA AND SANTA FE RAILROAD, 17.4 METERS (57 FT) NORTH OF THE CENTER
 HG0206'OF THE ROAD, 12.2 METERS (40 FT) WEST OF THE WEST RAIL, 21.6 METERS
 HG0206'(71 FT) NORTHWEST OF THE CENTER OF THE JUNCTION AND 3.3 METERS
 HG0206'(10.7 FT) NORTH OF A POWER POLE.
 HG0206'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HG0206'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0993 ***********************************************************************
 HF0993  DESIGNATION -  M 311
 HF0993  PID         -  HF0993
 HF0993  STATE/COUNTY-  KS/KINGMAN
 HF0993  USGS QUAD   -  MURDOCK (1965)
 HF0993
 HF0993                         *CURRENT SURVEY CONTROL
 HF0993  ___________________________________________________________________
 HF0993* NAD 83(1986)-  37 35 24.     (N)    097 58 21.     (W)     SCALED    
 HF0993* NAVD 88     -       442.253  (meters)    1450.96   (feet)  ADJUSTED  
 HF0993  ___________________________________________________________________
 HF0993  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HF0993  DYNAMIC HT  -         441.893 (meters)    1449.78  (feet)  COMP
 HF0993  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 HF0993
 HF0993  VERT ORDER  -  SECOND    CLASS 0
 HF0993
 HF0993.The horizontal coordinates were scaled from a topographic map and have
 HF0993.an estimated accuracy of +/- 6 seconds.
 HF0993
 HF0993.The orthometric height was determined by differential leveling
 HF0993.and adjusted by the National Geodetic Survey in June 1991..
 HF0993
 HF0993.The geoid height was determined by GEOID03.
 HF0993
 HF0993.The dynamic height is computed by dividing the NAVD 88
 HF0993.geopotential number by the normal gravity value computed on the
 HF0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0993.degrees latitude (g = 980.6199 gals.).
 HF0993
 HF0993.The modeled gravity was interpolated from observed gravity values.
 HF0993
 HF0993;                    North         East    Units  Estimated Accuracy
 HF0993;SPC KS S     -   502,610.      446,590.      MT  (+/- 180 meters Scaled)
 HF0993
 HF0993                          SUPERSEDED SURVEY CONTROL
 HF0993
 HF0993  NGVD 29 (??/??/92)  442.103  (m)         1450.47   (f) ADJ UNCH    2 0
 HF0993
 HF0993.Superseded values are not recommended for survey control.
 HF0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0993.See file dsdata.txt to determine how the superseded data were derived.
 HF0993
 HF0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG907608(NAD 83)
 HF0993_MARKER: DB = BENCH MARK DISK
 HF0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0993_STAMPING: M 311 1956
 HF0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0993+STABILITY: SURFACE MOTION
 HF0993
 HF0993  HISTORY     - Date     Condition        Report By
 HF0993  HISTORY     - 1956     MONUMENTED       CGS
 HF0993
 HF0993                          STATION DESCRIPTION
 HF0993
 HF0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0993'11.1 MI SE FROM KINGMAN.
 HF0993'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HF0993'AND SANTA FE RAILROAD STATION AT KINGMAN, THENCE 5.75 MILES EAST
 HF0993'ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES SOUTH ALONG A GRADED
 HF0993'DIRT ROAD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 HF0993'0.85 MILE SOUTH ALONG A GRADED DIRT ROAD, 107 FEET NORTH OF THE
 HF0993'CENTER LINE OF A ROAD LEADING WEST, 46 FEET WEST OF THE CENTER
 HF0993'LINE OF A NORTH AND SOUTH ROAD, 27 FEET NORTHWEST OF A 34 INCH
 HF0993'COTTONWOOD TREE, 2.6 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 HF0993'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 HF0993'IN THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 29 SOUTH, RANGE 6 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0959 ***********************************************************************
 HF0959  DESIGNATION -  M 312
 HF0959  PID         -  HF0959
 HF0959  STATE/COUNTY-  KS/SEDGWICK
 HF0959  USGS QUAD   -  CHENEY SE (1965)
 HF0959
 HF0959                         *CURRENT SURVEY CONTROL
 HF0959  ___________________________________________________________________
 HF0959* NAD 83(1986)-  37 34 33.     (N)    097 45 15.     (W)     SCALED    
 HF0959* NAVD 88     -       407.261  (meters)    1336.16   (feet)  ADJUSTED  
 HF0959  ___________________________________________________________________
 HF0959  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 HF0959  DYNAMIC HT  -         406.929 (meters)    1335.07  (feet)  COMP
 HF0959  MODELED GRAV-     979,804.8   (mgal)                       NAVD 88
 HF0959
 HF0959  VERT ORDER  -  SECOND    CLASS 0
 HF0959
 HF0959.The horizontal coordinates were scaled from a topographic map and have
 HF0959.an estimated accuracy of +/- 6 seconds.
 HF0959
 HF0959.The orthometric height was determined by differential leveling
 HF0959.and adjusted by the National Geodetic Survey in June 1991..
 HF0959
 HF0959.The geoid height was determined by GEOID03.
 HF0959
 HF0959.The dynamic height is computed by dividing the NAVD 88
 HF0959.geopotential number by the normal gravity value computed on the
 HF0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0959.degrees latitude (g = 980.6199 gals.).
 HF0959
 HF0959.The modeled gravity was interpolated from observed gravity values.
 HF0959
 HF0959;                    North         East    Units  Estimated Accuracy
 HF0959;SPC KS S     -   501,170.      465,880.      MT  (+/- 180 meters Scaled)
 HF0959
 HF0959                          SUPERSEDED SURVEY CONTROL
 HF0959
 HF0959  NGVD 29 (??/??/92)  407.120  (m)         1335.69   (f) ADJ UNCH    2 0
 HF0959
 HF0959.Superseded values are not recommended for survey control.
 HF0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0959.See file dsdata.txt to determine how the superseded data were derived.
 HF0959
 HF0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG100594(NAD 83)
 HF0959_MARKER: DB = BENCH MARK DISK
 HF0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0959_STAMPING: M 312 1956
 HF0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0959+STABILITY: SURFACE MOTION
 HF0959
 HF0959  HISTORY     - Date     Condition        Report By
 HF0959  HISTORY     - 1956     MONUMENTED       CGS
 HF0959
 HF0959                          STATION DESCRIPTION
 HF0959
 HF0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0959'5 MI SE FROM CHENEY.
 HF0959'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0959'FROM THE STATION AT CHENEY, THENCE 0.6 MILE SOUTH ALONG A GRADED
 HF0959'DIRT ROAD, THENCE 3.0 MILES SOUTH ALONG AN OILED ROAD, THENCE 0.95
 HF0959'MILE EAST ALONG A GRADED DIRT ROAD, 33 FEET SOUTH OF THE CENTER
 HF0959'LINE OF AN EAST AND WEST ROAD, 35 FEET NORTHWEST OF THE NORTHWEST
 HF0959'CORNER OF THE OFFICE BUILDING AT THE PHILLIPS PIPE LINE COMPANY
 HF0959'PUMPING STATION, 21 FEET NORTHWEST OF A TELEPHONE BUILDING, 34 FEET
 HF0959'WEST OF A FENCE CORNER, 1.3 FEET SOUTH OF A BOARD FENCE, 24 FEET EAST
 HF0959'OF THE CENTER LINE OF A DRIVEWAY, SET IN THE TOP OF A CONCRETE
 HF0959'POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND, IN THE
 HF0959'NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 28 SOUTH, RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1012 ***********************************************************************
 HF1012  DESIGNATION -  M 313
 HF1012  PID         -  HF1012
 HF1012  STATE/COUNTY-  KS/SEDGWICK
 HF1012  USGS QUAD   -  GARDEN PLAIN (1982)
 HF1012
 HF1012                         *CURRENT SURVEY CONTROL
 HF1012  ___________________________________________________________________
 HF1012* NAD 83(1986)-  37 43 14.     (N)    097 41 56.     (W)     SCALED    
 HF1012* NAVD 88     -       456.634  (meters)    1498.14   (feet)  ADJUSTED  
 HF1012  ___________________________________________________________________
 HF1012  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 HF1012  DYNAMIC HT  -         456.265 (meters)    1496.93  (feet)  COMP
 HF1012  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 HF1012
 HF1012  VERT ORDER  -  SECOND    CLASS 0
 HF1012
 HF1012.The horizontal coordinates were scaled from a topographic map and have
 HF1012.an estimated accuracy of +/- 6 seconds.
 HF1012
 HF1012.The orthometric height was determined by differential leveling
 HF1012.and adjusted by the National Geodetic Survey in June 1991..
 HF1012
 HF1012.The geoid height was determined by GEOID03.
 HF1012
 HF1012.The dynamic height is computed by dividing the NAVD 88
 HF1012.geopotential number by the normal gravity value computed on the
 HF1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1012.degrees latitude (g = 980.6199 gals.).
 HF1012
 HF1012.The modeled gravity was interpolated from observed gravity values.
 HF1012
 HF1012;                    North         East    Units  Estimated Accuracy
 HF1012;SPC KS S     -   517,270.      470,630.      MT  (+/- 180 meters Scaled)
 HF1012
 HF1012                          SUPERSEDED SURVEY CONTROL
 HF1012
 HF1012  NGVD 29 (??/??/92)  456.484  (m)         1497.65   (f) ADJ UNCH    2 0
 HF1012
 HF1012.Superseded values are not recommended for survey control.
 HF1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1012.See file dsdata.txt to determine how the superseded data were derived.
 HF1012
 HF1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG146756(NAD 83)
 HF1012_MARKER: DB = BENCH MARK DISK
 HF1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1012_STAMPING: M 313 1956
 HF1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1012+STABILITY: SURFACE MOTION
 HF1012
 HF1012  HISTORY     - Date     Condition        Report By
 HF1012  HISTORY     - 1956     MONUMENTED       CGS
 HF1012
 HF1012                          STATION DESCRIPTION
 HF1012
 HF1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1012'21 MI W FROM WICHITA.
 HF1012'5.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF1012'STATION AT WICHITA, THENCE 7.0 MILES WEST ALONG AN OILED ROAD, THENCE
 HF1012'9.0 MILES WEST ALONG A GRAVELED ROAD, 40 FEET SOUTH OF THE CENTER
 HF1012'LINE OF AN EAST AND WEST ROAD, 39 FEET WEST OF THE CENTER LINE
 HF1012'OF A NORTH AND SOUTH ROAD, 14.4 FEET WEST OF A POWER POLE, 9.8
 HF1012'FEET NORTH OF THE NORTH END OF A ROW OF LOCUST TREES, 2 FEET
 HF1012'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF1012'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 HF1012'SECTION 12, TOWNSHIP 27 SOUTH, RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0837 ***********************************************************************
 HF0837  DESIGNATION -  M 314
 HF0837  PID         -  HF0837
 HF0837  STATE/COUNTY-  KS/SUMNER
 HF0837  USGS QUAD   -  CALDWELL (1971)
 HF0837
 HF0837                         *CURRENT SURVEY CONTROL
 HF0837  ___________________________________________________________________
 HF0837* NAD 83(1986)-  37 04 11.     (N)    097 34 57.     (W)     SCALED    
 HF0837* NAVD 88     -       357.475  (meters)    1172.82   (feet)  ADJUSTED  
 HF0837  ___________________________________________________________________
 HF0837  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 HF0837  DYNAMIC HT  -         357.178 (meters)    1171.84  (feet)  COMP
 HF0837  MODELED GRAV-     979,789.2   (mgal)                       NAVD 88
 HF0837
 HF0837  VERT ORDER  -  SECOND    CLASS 0
 HF0837
 HF0837.The horizontal coordinates were scaled from a topographic map and have
 HF0837.an estimated accuracy of +/- 6 seconds.
 HF0837
 HF0837.The orthometric height was determined by differential leveling
 HF0837.and adjusted by the National Geodetic Survey in June 1991..
 HF0837
 HF0837.The geoid height was determined by GEOID03.
 HF0837
 HF0837.The dynamic height is computed by dividing the NAVD 88
 HF0837.geopotential number by the normal gravity value computed on the
 HF0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0837.degrees latitude (g = 980.6199 gals.).
 HF0837
 HF0837.The modeled gravity was interpolated from observed gravity values.
 HF0837
 HF0837;                    North         East    Units  Estimated Accuracy
 HF0837;SPC KS S     -   445,140.      481,600.      MT  (+/- 180 meters Scaled)
 HF0837
 HF0837                          SUPERSEDED SURVEY CONTROL
 HF0837
 HF0837  NGVD 29 (??/??/92)  357.368  (m)         1172.46   (f) ADJ UNCH    2 0
 HF0837
 HF0837.Superseded values are not recommended for survey control.
 HF0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0837.See file dsdata.txt to determine how the superseded data were derived.
 HF0837
 HF0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG260035(NAD 83)
 HF0837_MARKER: DB = BENCH MARK DISK
 HF0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0837_STAMPING: M 314 1956
 HF0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0837+STABILITY: SURFACE MOTION
 HF0837
 HF0837  HISTORY     - Date     Condition        Report By
 HF0837  HISTORY     - 1956     MONUMENTED       CGS
 HF0837
 HF0837                          STATION DESCRIPTION
 HF0837
 HF0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0837'3.7 MI N FROM CALDWELL.
 HF0837'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 HF0837'THE STATION AT CALDWELL, THENCE 1.1 MILES EAST ALONG A GRADED
 HF0837'DIRT ROAD, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, 37
 HF0837'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 25 FEET
 HF0837'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 5.7 FEET
 HF0837'SOUTH OF A POWER POLE, 5.7 FEET SOUTH OF A WITNESS POST, SET IN
 HF0837'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 HF0837'GROUND, IN THE NORTHEAST 1/4 OF SECTION 25, TOWNSHIP 34 SOUTH,
 HF0837'RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1033 ***********************************************************************
 HF1033  DESIGNATION -  M 315
 HF1033  PID         -  HF1033
 HF1033  STATE/COUNTY-  KS/SEDGWICK
 HF1033  USGS QUAD   -  CHENEY (1982)
 HF1033
 HF1033                         *CURRENT SURVEY CONTROL
 HF1033  ___________________________________________________________________
 HF1033* NAD 83(1986)-  37 41 25.     (N)    097 48 26.     (W)     SCALED    
 HF1033* NAVD 88     -       432.906  (meters)    1420.29   (feet)  ADJUSTED  
 HF1033  ___________________________________________________________________
 HF1033  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 HF1033  DYNAMIC HT  -         432.559 (meters)    1419.15  (feet)  COMP
 HF1033  MODELED GRAV-     979,815.7   (mgal)                       NAVD 88
 HF1033
 HF1033  VERT ORDER  -  SECOND    CLASS 0
 HF1033
 HF1033.The horizontal coordinates were scaled from a topographic map and have
 HF1033.an estimated accuracy of +/- 6 seconds.
 HF1033
 HF1033.The orthometric height was determined by differential leveling
 HF1033.and adjusted by the National Geodetic Survey in June 1991..
 HF1033
 HF1033.The geoid height was determined by GEOID03.
 HF1033
 HF1033.The dynamic height is computed by dividing the NAVD 88
 HF1033.geopotential number by the normal gravity value computed on the
 HF1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1033.degrees latitude (g = 980.6199 gals.).
 HF1033
 HF1033.The modeled gravity was interpolated from observed gravity values.
 HF1033
 HF1033;                    North         East    Units  Estimated Accuracy
 HF1033;SPC KS S     -   513,830.      461,100.      MT  (+/- 180 meters Scaled)
 HF1033
 HF1033                          SUPERSEDED SURVEY CONTROL
 HF1033
 HF1033  NGVD 29 (??/??/92)  432.758  (m)         1419.81   (f) ADJ UNCH    2 0
 HF1033
 HF1033.Superseded values are not recommended for survey control.
 HF1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1033.See file dsdata.txt to determine how the superseded data were derived.
 HF1033
 HF1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG051721(NAD 83)
 HF1033_MARKER: DB = BENCH MARK DISK
 HF1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1033_STAMPING: M 315 1956
 HF1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1033+STABILITY: SURFACE MOTION
 HF1033
 HF1033  HISTORY     - Date     Condition        Report By
 HF1033  HISTORY     - 1956     MONUMENTED       CGS
 HF1033
 HF1033                          STATION DESCRIPTION
 HF1033
 HF1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1033'6.8 MI N FROM CHENEY.
 HF1033'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1033'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A GRADED
 HF1033'DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54, THENCE 2.0
 HF1033'MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.5 MILES WEST
 HF1033'ALONG A GRADED DIRT ROAD, 30 FEET NORTH OF THE CENTER LINE OF
 HF1033'AN EAST AND WEST ROAD, 23 FEET EAST OF THE CENTER LINE OF A ROAD
 HF1033'LEADING NORTH, 3.5 FEET SOUTH OF A POWER POLE, 4.4 FEET NORTH
 HF1033'OF A FENCE CORNER, 3.1 FEET SOUTH OF A WITNESS POST, 1 FOOT EAST
 HF1033'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF1033'0.3 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION
 HF1033'18, TOWNSHIP 27 SOUTH, RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0935 ***********************************************************************
 JE0935  DESIGNATION -  M 324
 JE0935  PID         -  JE0935
 JE0935  STATE/COUNTY-  KS/DOUGLAS
 JE0935  USGS QUAD   -  LONE STAR (1978)
 JE0935
 JE0935                         *CURRENT SURVEY CONTROL
 JE0935  ___________________________________________________________________
 JE0935* NAD 83(1986)-  38 46 03.     (N)    095 19 09.     (W)     SCALED    
 JE0935* NAVD 88     -       318.583  (meters)    1045.22   (feet)  ADJUSTED  
 JE0935  ___________________________________________________________________
 JE0935  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 JE0935  DYNAMIC HT  -         318.367 (meters)    1044.51  (feet)  COMP
 JE0935  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 JE0935
 JE0935  VERT ORDER  -  SECOND    CLASS 0
 JE0935
 JE0935.The horizontal coordinates were scaled from a topographic map and have
 JE0935.an estimated accuracy of +/- 6 seconds.
 JE0935
 JE0935.The orthometric height was determined by differential leveling
 JE0935.and adjusted by the National Geodetic Survey in June 1991..
 JE0935
 JE0935.The geoid height was determined by GEOID03.
 JE0935
 JE0935.The dynamic height is computed by dividing the NAVD 88
 JE0935.geopotential number by the normal gravity value computed on the
 JE0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0935.degrees latitude (g = 980.6199 gals.).
 JE0935
 JE0935.The modeled gravity was interpolated from observed gravity values.
 JE0935
 JE0935;                    North         East    Units  Estimated Accuracy
 JE0935;SPC KS N     -    51,650.      632,950.      MT  (+/- 180 meters Scaled)
 JE0935
 JE0935                          SUPERSEDED SURVEY CONTROL
 JE0935
 JE0935  NGVD 29 (??/??/92)  318.466  (m)         1044.83   (f) ADJ UNCH    2 0
 JE0935
 JE0935.Superseded values are not recommended for survey control.
 JE0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0935.See file dsdata.txt to determine how the superseded data were derived.
 JE0935
 JE0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC985935(NAD 83)
 JE0935_MARKER: DB = BENCH MARK DISK
 JE0935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0935_SP_SET: CULVERT
 JE0935_STAMPING: M 324 1960
 JE0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0935
 JE0935  HISTORY     - Date     Condition        Report By
 JE0935  HISTORY     - 1960     MONUMENTED       CGS
 JE0935  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0935
 JE0935                          STATION DESCRIPTION
 JE0935
 JE0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE0935'6.1 MI W FROM BALDWIN.
 JE0935'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0935'RAILWAY FROM THE STATION AT BALDWIN, THENCE 5.7 MILES WEST ALONG
 JE0935'GRAVELED ROAD.  0.05 MILE EAST OF A GROUP OF FARM BUILDINGS,
 JE0935'CEMENTED IN A DRILL HOLE IN THE SOUTH HEADWALL OF A CONCRETE
 JE0935'CULVERT, 1 FOOT WEST OF THE EAST END, 1 FOOT HIGHER THAN THE ROAD.
 JE0935
 JE0935                          STATION RECOVERY (2005)
 JE0935
 JE0935'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0823 ***********************************************************************
 KE0823  DESIGNATION -  M 325
 KE0823  PID         -  KE0823
 KE0823  STATE/COUNTY-  KS/JACKSON
 KE0823  USGS QUAD   -  ROSSVILLE (1982)
 KE0823
 KE0823                         *CURRENT SURVEY CONTROL
 KE0823  ___________________________________________________________________
 KE0823* NAD 83(1986)-  39 14 18.     (N)    095 55 26.     (W)     SCALED    
 KE0823* NAVD 88     -       327.605  (meters)    1074.82   (feet)  ADJUSTED  
 KE0823  ___________________________________________________________________
 KE0823  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 KE0823  DYNAMIC HT  -         327.399 (meters)    1074.14  (feet)  COMP
 KE0823  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 KE0823
 KE0823  VERT ORDER  -  SECOND    CLASS 0
 KE0823
 KE0823.The horizontal coordinates were scaled from a topographic map and have
 KE0823.an estimated accuracy of +/- 6 seconds.
 KE0823
 KE0823.The orthometric height was determined by differential leveling
 KE0823.and adjusted by the National Geodetic Survey in June 1991..
 KE0823
 KE0823.The geoid height was determined by GEOID03.
 KE0823
 KE0823.The dynamic height is computed by dividing the NAVD 88
 KE0823.geopotential number by the normal gravity value computed on the
 KE0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0823.degrees latitude (g = 980.6199 gals.).
 KE0823
 KE0823.The modeled gravity was interpolated from observed gravity values.
 KE0823
 KE0823;                    North         East    Units  Estimated Accuracy
 KE0823;SPC KS N     -   102,520.      579,220.      MT  (+/- 180 meters Scaled)
 KE0823
 KE0823                          SUPERSEDED SURVEY CONTROL
 KE0823
 KE0823  NGVD 29 (??/??/92)  327.495  (m)         1074.46   (f) ADJ UNCH    2 0
 KE0823
 KE0823.Superseded values are not recommended for survey control.
 KE0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0823.See file dsdata.txt to determine how the superseded data were derived.
 KE0823
 KE0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD476473(NAD 83)
 KE0823_MARKER: DB = BENCH MARK DISK
 KE0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0823_STAMPING: M 325 1960
 KE0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0823+STABILITY: SURFACE MOTION
 KE0823
 KE0823  HISTORY     - Date     Condition        Report By
 KE0823  HISTORY     - 1960     MONUMENTED       CGS
 KE0823  HISTORY     - 1961     GOOD             NGS
 KE0823
 KE0823                          STATION DESCRIPTION
 KE0823
 KE0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE0823'2 MI NE FROM DELIA.
 KE0823'0.3 MILE EAST ALONG A GRAVELED ROAD FROM THE RAILROAD DEPOT
 KE0823'AT DELIA, THENCE 2.0 MILES EAST ALONG THE ROAD 50 FEET NORTH OF
 KE0823'THE CENTER OF THE ROAD, 47 FEET WEST OF THE CENTER OF THE ROAD,
 KE0823'3 FEET WEST OF THE WITNESS POST AND FENCE CORNER, SET IN THE
 KE0823'TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1468 ***********************************************************************
 JE1468  DESIGNATION -  M 326
 JE1468  PID         -  JE1468
 JE1468  STATE/COUNTY-  KS/COFFEY
 JE1468  USGS QUAD   -  LEBO NW (1983)
 JE1468
 JE1468                         *CURRENT SURVEY CONTROL
 JE1468  ___________________________________________________________________
 JE1468* NAD 83(1986)-  38 24 51.     (N)    095 55 49.     (W)     SCALED    
 JE1468* NAVD 88     -       345.680  (meters)    1134.12   (feet)  ADJUSTED  
 JE1468  ___________________________________________________________________
 JE1468  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JE1468  DYNAMIC HT  -         345.430 (meters)    1133.30  (feet)  COMP
 JE1468  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 JE1468
 JE1468  VERT ORDER  -  SECOND    CLASS 0
 JE1468
 JE1468.The horizontal coordinates were scaled from a topographic map and have
 JE1468.an estimated accuracy of +/- 6 seconds.
 JE1468
 JE1468.The orthometric height was determined by differential leveling
 JE1468.and adjusted by the National Geodetic Survey in June 1991..
 JE1468
 JE1468.The geoid height was determined by GEOID03.
 JE1468
 JE1468.The dynamic height is computed by dividing the NAVD 88
 JE1468.geopotential number by the normal gravity value computed on the
 JE1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1468.degrees latitude (g = 980.6199 gals.).
 JE1468
 JE1468.The modeled gravity was interpolated from observed gravity values.
 JE1468
 JE1468;                    North         East    Units  Estimated Accuracy
 JE1468;SPC KS S     -   597,040.      624,400.      MT  (+/- 180 meters Scaled)
 JE1468
 JE1468                          SUPERSEDED SURVEY CONTROL
 JE1468
 JE1468  NGVD 29 (??/??/92)  345.527  (m)         1133.62   (f) ADJ UNCH    2 0
 JE1468
 JE1468.Superseded values are not recommended for survey control.
 JE1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1468.See file dsdata.txt to determine how the superseded data were derived.
 JE1468
 JE1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC441558(NAD 83)
 JE1468_MARKER: DB = BENCH MARK DISK
 JE1468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1468_SP_SET: CULVERT
 JE1468_STAMPING: M 326 1974
 JE1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1468
 JE1468  HISTORY     - Date     Condition        Report By
 JE1468  HISTORY     - 1974     MONUMENTED       NGS
 JE1468
 JE1468                          STATION DESCRIPTION
 JE1468
 JE1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1468'4.2 MI W FROM LEBO.
 JE1468'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1468'STATE HIGHWAY 131 (EXIT NO 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1468'GO WEST ALONG I-35 FOR 4.2 MILES TO THE MARK SET IN THE TOP OF THE
 JE1468'EAST END OF SOUTH HEADWALL OF A TRIPPLE BOX CULVERT.  THE MARK IS 1.1
 JE1468'MILES EAST OF THE COFFEY-LYON COUNTY LINE, 45 FEET SOUTH OF THE
 JE1468'CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY, 0.5 FOOT WEST OF THE
 JE1468'EAST END OF HEADWALL AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 JE1468'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1418 ***********************************************************************
 JE1418  DESIGNATION -  M 327
 JE1418  PID         -  JE1418
 JE1418  STATE/COUNTY-  KS/FRANKLIN
 JE1418  USGS QUAD   -  PEORIA (1983)
 JE1418
 JE1418                         *CURRENT SURVEY CONTROL
 JE1418  ___________________________________________________________________
 JE1418* NAD 83(1986)-  38 34 54.     (N)    095 14 58.     (W)     SCALED    
 JE1418* NAVD 88     -       281.897  (meters)     924.86   (feet)  ADJUSTED  
 JE1418  ___________________________________________________________________
 JE1418  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JE1418  DYNAMIC HT  -         281.701 (meters)     924.21  (feet)  COMP
 JE1418  MODELED GRAV-     979,927.5   (mgal)                       NAVD 88
 JE1418
 JE1418  VERT ORDER  -  SECOND    CLASS 0
 JE1418
 JE1418.The horizontal coordinates were scaled from a topographic map and have
 JE1418.an estimated accuracy of +/- 6 seconds.
 JE1418
 JE1418.The orthometric height was determined by differential leveling
 JE1418.and adjusted by the National Geodetic Survey in June 1991..
 JE1418
 JE1418.The geoid height was determined by GEOID03.
 JE1418
 JE1418.The dynamic height is computed by dividing the NAVD 88
 JE1418.geopotential number by the normal gravity value computed on the
 JE1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1418.degrees latitude (g = 980.6199 gals.).
 JE1418
 JE1418.The modeled gravity was interpolated from observed gravity values.
 JE1418
 JE1418;                    North         East    Units  Estimated Accuracy
 JE1418;SPC KS S     -   617,480.      683,180.      MT  (+/- 180 meters Scaled)
 JE1418
 JE1418                          SUPERSEDED SURVEY CONTROL
 JE1418
 JE1418  NGVD 29 (??/??/92)  281.781  (m)          924.48   (f) ADJ UNCH    2 0
 JE1418
 JE1418.Superseded values are not recommended for survey control.
 JE1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1418.See file dsdata.txt to determine how the superseded data were derived.
 JE1418
 JE1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC040727(NAD 83)
 JE1418_MARKER: DB = BENCH MARK DISK
 JE1418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1418_SP_SET: PIER
 JE1418_STAMPING: M 327 1974
 JE1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1418
 JE1418  HISTORY     - Date     Condition        Report By
 JE1418  HISTORY     - 1974     MONUMENTED       NGS
 JE1418
 JE1418                          STATION DESCRIPTION
 JE1418
 JE1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1418'1.15 MI NE FROM OTTAWA.
 JE1418'ABOUT 1.15 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1418'JUNCTION WITH US HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA.  IN THE MEDIA
 JE1418'STRIP OF I-35, 43 FEET SOUTHEAST OF THE SOUTH BOUND LANE OF HIGHWAY,
 JE1418'40 FEET NORTHWEST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 JE1418'HIGHWAY, AND 3 FEET ABOVE THE GROUND.  SET VERTICALLY IN THE SOUTHWEST
 JE1418'SIDE OF THE CENTER PIER OF A OVERPASS AND IS ABOUT LEVEL WITH I-35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1391 ***********************************************************************
 JE1391  DESIGNATION -  M 328
 JE1391  PID         -  JE1391
 JE1391  STATE/COUNTY-  KS/JOHNSON
 JE1391  USGS QUAD   -  LENEXA (1991)
 JE1391
 JE1391                         *CURRENT SURVEY CONTROL
 JE1391  ___________________________________________________________________
 JE1391* NAD 83(1986)-  38 57 01.     (N)    094 44 13.     (W)     SCALED    
 JE1391* NAVD 88     -       306.212  (meters)    1004.63   (feet)  ADJUSTED  
 JE1391  ___________________________________________________________________
 JE1391  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 JE1391  DYNAMIC HT  -         306.006 (meters)    1003.95  (feet)  COMP
 JE1391  MODELED GRAV-     979,949.4   (mgal)                       NAVD 88
 JE1391
 JE1391  VERT ORDER  -  SECOND    CLASS 0
 JE1391
 JE1391.The horizontal coordinates were scaled from a topographic map and have
 JE1391.an estimated accuracy of +/- 6 seconds.
 JE1391
 JE1391.The orthometric height was determined by differential leveling
 JE1391.and adjusted by the National Geodetic Survey in June 1991..
 JE1391
 JE1391.The geoid height was determined by GEOID03.
 JE1391
 JE1391.The dynamic height is computed by dividing the NAVD 88
 JE1391.geopotential number by the normal gravity value computed on the
 JE1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1391.degrees latitude (g = 980.6199 gals.).
 JE1391
 JE1391.The modeled gravity was interpolated from observed gravity values.
 JE1391
 JE1391;                    North         East    Units  Estimated Accuracy
 JE1391;SPC KS N     -    73,580.      682,800.      MT  (+/- 180 meters Scaled)
 JE1391
 JE1391                          SUPERSEDED SURVEY CONTROL
 JE1391
 JE1391  NGVD 29 (??/??/92)  306.086  (m)         1004.22   (f) ADJ UNCH    2 0
 JE1391
 JE1391.Superseded values are not recommended for survey control.
 JE1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1391.See file dsdata.txt to determine how the superseded data were derived.
 JE1391
 JE1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD494126(NAD 83)
 JE1391_MARKER: DB = BENCH MARK DISK
 JE1391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1391_SP_SET: CULVERT
 JE1391_STAMPING: M 328 1974
 JE1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1391
 JE1391  HISTORY     - Date     Condition        Report By
 JE1391  HISTORY     - 1974     MONUMENTED       NGS
 JE1391  HISTORY     - 1983     GOOD             NGS
 JE1391
 JE1391                          STATION DESCRIPTION
 JE1391
 JE1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1391'8.05 MI N FROM OLATHE.
 JE1391'ABOUT 8.05 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 JE1391'WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF OLATHE,
 JE1391'25 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF HIGHWAY AND
 JE1391'0.5 FOOT NORTH OF THE SOUTH END OF HEADWALL.  SET IN THE TOP OF THE
 JE1391'EAST HEADWALL OF A 4 FOOT BOX CULVERT AND IS ABOUT 2 FEET BELOW THE
 JE1391'LEVEL OF THE HIGHWAY.
 JE1391
 JE1391                          STATION RECOVERY (1983)
 JE1391
 JE1391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JE1391'A WITNESS POST WAS SET 0.3 M (1 FT) SOUTH OF THE MARK IN ORDER TO
 JE1391'IDENTIFY 17 DURIN CENTERLINE FUTURE HIGHWAY IMPROVEMENTS THAT ARE
 JE1391'SCHEDULED. THE MARK IS AT LENEXA, 1.53 KM (0.95 MI) NORTH OF THE
 JE1391'JUNCTION OF INTERSTATE HIGHWAYS 35 AND 435.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0583 ***********************************************************************
 HH0583  DESIGNATION -  M 33
 HH0583  PID         -  HH0583
 HH0583  STATE/COUNTY-  KS/FINNEY
 HH0583  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0583
 HH0583                         *CURRENT SURVEY CONTROL
 HH0583  ___________________________________________________________________
 HH0583* NAD 83(1986)-  37 57 20.     (N)    100 49 44.     (W)     SCALED    
 HH0583* NAVD 88     -       859.342  (meters)    2819.36   (feet)  ADJUSTED  
 HH0583  ___________________________________________________________________
 HH0583  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 HH0583  DYNAMIC HT  -         858.578 (meters)    2816.85  (feet)  COMP
 HH0583  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 HH0583
 HH0583  VERT ORDER  -  FIRST     CLASS II
 HH0583
 HH0583.The horizontal coordinates were scaled from a topographic map and have
 HH0583.an estimated accuracy of +/- 6 seconds.
 HH0583
 HH0583.The orthometric height was determined by differential leveling
 HH0583.and adjusted by the National Geodetic Survey in June 1991..
 HH0583
 HH0583.The geoid height was determined by GEOID03.
 HH0583
 HH0583.The dynamic height is computed by dividing the NAVD 88
 HH0583.geopotential number by the normal gravity value computed on the
 HH0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0583.degrees latitude (g = 980.6199 gals.).
 HH0583
 HH0583.The modeled gravity was interpolated from observed gravity values.
 HH0583
 HH0583;                    North         East    Units  Estimated Accuracy
 HH0583;SPC KS S     -   545,600.      195,360.      MT  (+/- 180 meters Scaled)
 HH0583
 HH0583                          SUPERSEDED SURVEY CONTROL
 HH0583
 HH0583  NGVD 29 (??/??/92)  858.962  (m)         2818.11   (f) ADJ UNCH    1 2
 HH0583
 HH0583.Superseded values are not recommended for survey control.
 HH0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0583.See file dsdata.txt to determine how the superseded data were derived.
 HH0583
 HH0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH393024(NAD 83)
 HH0583_MARKER: DB = BENCH MARK DISK
 HH0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0583_SP_SET: CONCRETE POST
 HH0583_STAMPING: M 33 1934
 HH0583_MARK LOGO: CGS   
 HH0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0583+STABILITY: SURFACE MOTION
 HH0583
 HH0583  HISTORY     - Date     Condition        Report By
 HH0583  HISTORY     - 1934     MONUMENTED       CGS
 HH0583  HISTORY     - 1986     MARK NOT FOUND   NGS
 HH0583
 HH0583                          STATION DESCRIPTION
 HH0583
 HH0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0583'3.9 KM (2.40 MI) SE FROM GARDEN CITY.
 HH0583'ABOUT 2.4 MI SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0583'FROM GARDEN CITY, AT MILEAGE 399.95, 27 FT EAST OF A GRAVEL-ROAD
 HH0583'CROSSING, 47 FT SOUTH OF THE CENTER LINE OF THE TRACK, AND 26 FT
 HH0583'NORTH OF THE CENTER LINE OF THE ROAD.
 HH0583
 HH0583                          STATION RECOVERY (1986)
 HH0583
 HH0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0583'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0490 ***********************************************************************
 KF0490  DESIGNATION -  M 331
 KF0490  PID         -  KF0490
 KF0490  STATE/COUNTY-  KS/OTTAWA
 KF0490  USGS QUAD   -  BENNINGTON (1965)
 KF0490
 KF0490                         *CURRENT SURVEY CONTROL
 KF0490  ___________________________________________________________________
 KF0490* NAD 83(1986)-  39 06 12.     (N)    097 35 39.     (W)     SCALED    
 KF0490* NAVD 88     -       404.390  (meters)    1326.74   (feet)  ADJUSTED  
 KF0490  ___________________________________________________________________
 KF0490  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 KF0490  DYNAMIC HT  -         404.131 (meters)    1325.89  (feet)  COMP
 KF0490  MODELED GRAV-     979,974.3   (mgal)                       NAVD 88
 KF0490
 KF0490  VERT ORDER  -  SECOND    CLASS 0
 KF0490
 KF0490.The horizontal coordinates were scaled from a topographic map and have
 KF0490.an estimated accuracy of +/- 6 seconds.
 KF0490
 KF0490.The orthometric height was determined by differential leveling
 KF0490.and adjusted by the National Geodetic Survey in June 1991..
 KF0490
 KF0490.The geoid height was determined by GEOID03.
 KF0490
 KF0490.The dynamic height is computed by dividing the NAVD 88
 KF0490.geopotential number by the normal gravity value computed on the
 KF0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0490.degrees latitude (g = 980.6199 gals.).
 KF0490
 KF0490.The modeled gravity was interpolated from observed gravity values.
 KF0490
 KF0490;                    North         East    Units  Estimated Accuracy
 KF0490;SPC KS N     -    85,560.      435,100.      MT  (+/- 180 meters Scaled)
 KF0490
 KF0490                          SUPERSEDED SURVEY CONTROL
 KF0490
 KF0490  NGVD 29 (??/??/92)  404.283  (m)         1326.39   (f) ADJ UNCH    2 0
 KF0490
 KF0490.Superseded values are not recommended for survey control.
 KF0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0490.See file dsdata.txt to determine how the superseded data were derived.
 KF0490
 KF0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ215291(NAD 83)
 KF0490_MARKER: DB = BENCH MARK DISK
 KF0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0490_STAMPING: M 331 1960
 KF0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0490+STABILITY: SURFACE MOTION
 KF0490
 KF0490  HISTORY     - Date     Condition        Report By
 KF0490  HISTORY     - 1960     MONUMENTED       CGS
 KF0490
 KF0490                          STATION DESCRIPTION
 KF0490
 KF0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0490'5.2 MI NE FROM LINDSEY.
 KF0490'0.7 MILE NORTH ALONG AN OLD SECTION U.S. HIGHWAY 81 FROM UNION
 KF0490'PACIFIC RAILROAD CROSSING IN LINDSEY, THENCE 1.6 MILE EAST
 KF0490'ALONG A GRAVEL TO CROSSING OF U.S. HIGHWAY 81, CONTINUE EAST
 KF0490'2.95 MILE ALONG STATE HIGHWAY 93 TO A ROAD CROSSING OF COUNTY
 KF0490'ROAD 813, 73 FEET NORTHWEST FROM JUNCTION CENTER, 60 FEET
 KF0490'WEST OF CENTER LINE OF ROAD 813, 31 FEET NORTH OF CENTER LINE
 KF0490'OF STATE HIGHWAY 93, 1 FOOT SOUTH FROM FENCE, 29 FEET WEST FROM
 KF0490'CATTLE LOADING SHUTE, SET IN A SQUARE TOPPED CONCRETE MONUMENT
 KF0490'PROJECTING 10 INCHES ABOVE GROUND, AND 1.8 FEET WEST FROM A METAL
 KF0490'WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0063 ***********************************************************************
 JG0063  DESIGNATION -  M 332
 JG0063  PID         -  JG0063
 JG0063  STATE/COUNTY-  KS/ELLSWORTH
 JG0063  USGS QUAD   -  WILSON (1979)
 JG0063
 JG0063                         *CURRENT SURVEY CONTROL
 JG0063  ___________________________________________________________________
 JG0063* NAD 83(1986)-  38 49 18.     (N)    098 25 50.     (W)     SCALED    
 JG0063* NAVD 88     -       520.066  (meters)    1706.25   (feet)  ADJUSTED  
 JG0063  ___________________________________________________________________
 JG0063  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 JG0063  DYNAMIC HT  -         519.705 (meters)    1705.07  (feet)  COMP
 JG0063  MODELED GRAV-     979,917.6   (mgal)                       NAVD 88
 JG0063
 JG0063  VERT ORDER  -  SECOND    CLASS 0
 JG0063
 JG0063.The horizontal coordinates were scaled from a topographic map and have
 JG0063.an estimated accuracy of +/- 6 seconds.
 JG0063
 JG0063.The orthometric height was determined by differential leveling
 JG0063.and adjusted by the National Geodetic Survey in June 1991..
 JG0063
 JG0063.The geoid height was determined by GEOID03.
 JG0063
 JG0063.The dynamic height is computed by dividing the NAVD 88
 JG0063.geopotential number by the normal gravity value computed on the
 JG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0063.degrees latitude (g = 980.6199 gals.).
 JG0063
 JG0063.The modeled gravity was interpolated from observed gravity values.
 JG0063
 JG0063;                    North         East    Units  Estimated Accuracy
 JG0063;SPC KS N     -    54,300.      362,610.      MT  (+/- 180 meters Scaled)
 JG0063
 JG0063                          SUPERSEDED SURVEY CONTROL
 JG0063
 JG0063  NGVD 29 (??/??/92)  519.895  (m)         1705.69   (f) ADJ UNCH    2 0
 JG0063
 JG0063.Superseded values are not recommended for survey control.
 JG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0063.See file dsdata.txt to determine how the superseded data were derived.
 JG0063
 JG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH494971(NAD 83)
 JG0063_MARKER: DB = BENCH MARK DISK
 JG0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0063_STAMPING: M 332 1961
 JG0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0063+STABILITY: SURFACE MOTION
 JG0063
 JG0063  HISTORY     - Date     Condition        Report By
 JG0063  HISTORY     - 1961     MONUMENTED       CGS
 JG0063
 JG0063                          STATION DESCRIPTION
 JG0063
 JG0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JG0063'2.5 MI E FROM WILSON.
 JG0063'2.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0063'AT WILSON TO A CROSSING, THENCE NORTH ACROSS U.S. HIGHWAY 40 AND
 JG0063'ALONG A BLACK TOPPED ROAD 0.5 MILE, 71 FEET EAST FROM THE CENTER
 JG0063'OF THE ROAD, 1.7 FEET NORTH OF A METAL WITNESS POST WITH SIGN, 1
 JG0063'FOOT WEST OF EAST RIGHT OF WAY FENCE, SET IN A SQUARE TOPPED
 JG0063'CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0421 ***********************************************************************
 HF0421  DESIGNATION -  M 334
 HF0421  PID         -  HF0421
 HF0421  STATE/COUNTY-  KS/BUTLER
 HF0421  USGS QUAD   -  LATHAM (1979)
 HF0421
 HF0421                         *CURRENT SURVEY CONTROL
 HF0421  ___________________________________________________________________
 HF0421* NAD 83(1986)-  37 33 48.     (N)    096 38 32.     (W)     SCALED    
 HF0421* NAVD 88     -       467.391  (meters)    1533.43   (feet)  ADJUSTED  
 HF0421  ___________________________________________________________________
 HF0421  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 HF0421  DYNAMIC HT  -         467.010 (meters)    1532.18  (feet)  COMP
 HF0421  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 HF0421
 HF0421  VERT ORDER  -  SECOND    CLASS 0
 HF0421
 HF0421.The horizontal coordinates were scaled from a topographic map and have
 HF0421.an estimated accuracy of +/- 6 seconds.
 HF0421
 HF0421.The orthometric height was determined by differential leveling
 HF0421.and adjusted by the National Geodetic Survey in June 1991..
 HF0421
 HF0421.The geoid height was determined by GEOID03.
 HF0421
 HF0421.The dynamic height is computed by dividing the NAVD 88
 HF0421.geopotential number by the normal gravity value computed on the
 HF0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0421.degrees latitude (g = 980.6199 gals.).
 HF0421
 HF0421.The modeled gravity was interpolated from observed gravity values.
 HF0421
 HF0421;                    North         East    Units  Estimated Accuracy
 HF0421;SPC KS S     -   501,150.      564,120.      MT  (+/- 180 meters Scaled)
 HF0421
 HF0421                          SUPERSEDED SURVEY CONTROL
 HF0421
 HF0421  NGVD 29 (??/??/92)  467.203  (m)         1532.82   (f) ADJ UNCH    2 0
 HF0421
 HF0421.Superseded values are not recommended for survey control.
 HF0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0421.See file dsdata.txt to determine how the superseded data were derived.
 HF0421
 HF0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG082599(NAD 83)
 HF0421_MARKER: DB = BENCH MARK DISK
 HF0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0421_STAMPING: M 334 1962
 HF0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0421+STABILITY: SURFACE MOTION
 HF0421
 HF0421  HISTORY     - Date     Condition        Report By
 HF0421  HISTORY     - 1962     MONUMENTED       CGS
 HF0421  HISTORY     - 20060815 MARK NOT FOUND   INDIV
 HF0421
 HF0421                          STATION DESCRIPTION
 HF0421
 HF0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0421'2.5 MI N FROM LATHAM.
 HF0421'2.0 NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD FROM THE
 HF0421'STATION AT LATHAM, THENCE 0.5 MILE WEST ALONG GRAVEL ROAD AT
 HF0421'THE INTERSECTION OF A NORTH AND SOUTH BLACKTOP ROAD, 43 FEET
 HF0421'EAST OF THE CENTER OF THE BLACKTOP ROAD, 13 FEET EAST OF A
 HF0421'FENCE CORNER, 2.0 FEET SOUTH OF A METAL WITNESS POST AND
 HF0421'PROJECTS 0.4 FEET ABOVE THE GROUND.  SET IN THE TOP OF A CONCRETE
 HF0421'POST.
 HF0421
 HF0421                          STATION RECOVERY (2006)
 HF0421
 HF0421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0421'WITNESS POST IS GONE, CANNOT BE SURE WHICH SIDE OF THE ROAD BENCHMARK
 HF0421'IS SUPPOSED TO BE ON.  WAS UNABLE TO FIND MARKER ANYWAY BASED ON THE
 HF0421'REMAINING REFERENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0405 ***********************************************************************
 HF0405  DESIGNATION -  M 335
 HF0405  PID         -  HF0405
 HF0405  STATE/COUNTY-  KS/BUTLER
 HF0405  USGS QUAD   -  AUGUSTA SE (1979)
 HF0405
 HF0405                         *CURRENT SURVEY CONTROL
 HF0405  ___________________________________________________________________
 HF0405* NAD 83(1986)-  37 32 55.     (N)    096 46 14.     (W)     SCALED    
 HF0405* NAVD 88     -       436.300  (meters)    1431.43   (feet)  ADJUSTED  
 HF0405  ___________________________________________________________________
 HF0405  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HF0405  DYNAMIC HT  -         435.948 (meters)    1430.27  (feet)  COMP
 HF0405  MODELED GRAV-     979,808.8   (mgal)                       NAVD 88
 HF0405
 HF0405  VERT ORDER  -  SECOND    CLASS 0
 HF0405
 HF0405.The horizontal coordinates were scaled from a topographic map and have
 HF0405.an estimated accuracy of +/- 6 seconds.
 HF0405
 HF0405.The orthometric height was determined by differential leveling
 HF0405.and adjusted by the National Geodetic Survey in June 1991..
 HF0405
 HF0405.The geoid height was determined by GEOID03.
 HF0405
 HF0405.The dynamic height is computed by dividing the NAVD 88
 HF0405.geopotential number by the normal gravity value computed on the
 HF0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0405.degrees latitude (g = 980.6199 gals.).
 HF0405
 HF0405.The modeled gravity was interpolated from observed gravity values.
 HF0405
 HF0405;                    North         East    Units  Estimated Accuracy
 HF0405;SPC KS S     -   499,300.      552,810.      MT  (+/- 180 meters Scaled)
 HF0405
 HF0405                          SUPERSEDED SURVEY CONTROL
 HF0405
 HF0405  NGVD 29 (??/??/92)  436.134  (m)         1430.88   (f) ADJ UNCH    2 0
 HF0405
 HF0405.Superseded values are not recommended for survey control.
 HF0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0405.See file dsdata.txt to determine how the superseded data were derived.
 HF0405
 HF0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG969580(NAD 83)
 HF0405_MARKER: DB = BENCH MARK DISK
 HF0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0405_STAMPING: M 335 1962
 HF0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0405+STABILITY: SURFACE MOTION
 HF0405
 HF0405  HISTORY     - Date     Condition        Report By
 HF0405  HISTORY     - 1962     MONUMENTED       CGS
 HF0405  HISTORY     - 20060810 GOOD             INDIV
 HF0405
 HF0405                          STATION DESCRIPTION
 HF0405
 HF0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0405'8.1 MI N FROM ATLANTA.
 HF0405'8.1 MILES NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0405'ATLANTA TO THE INTERSECTION OF A ROAD LEADING WEST, 65 FEET
 HF0405'NORTHWEST OF THE CENTER OF THE INTERSECTION, 60 FEET WEST OF THE
 HF0405'CENTER OF THE BLACKTOP ROAD, 24 FEET NORTH OF THE CENTER OF ROAD
 HF0405'LEADING WEST, 4.0 FEET NORTHEAST OF A POWER POLE, 2.2 FEET EAST
 HF0405'OF A METAL WITNESS POST, AND PROJECTS 0.3 FEET ABOVE THE GROUND.
 HF0405'SET IN TOP OF A CONCRETE POST.
 HF0405
 HF0405                          STATION RECOVERY (2006)
 HF0405
 HF0405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0618 ***********************************************************************
 HF0618  DESIGNATION -  M 336
 HF0618  PID         -  HF0618
 HF0618  STATE/COUNTY-  KS/SUMNER
 HF0618  USGS QUAD   -  OXFORD (1965)
 HF0618
 HF0618                         *CURRENT SURVEY CONTROL
 HF0618  ___________________________________________________________________
 HF0618* NAD 83(1986)-  37 16 32.     (N)    097 13 21.     (W)     SCALED    
 HF0618* NAVD 88     -       378.212  (meters)    1240.85   (feet)  ADJUSTED  
 HF0618  ___________________________________________________________________
 HF0618  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0618  DYNAMIC HT  -         377.906 (meters)    1239.85  (feet)  COMP
 HF0618  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 HF0618
 HF0618  VERT ORDER  -  SECOND    CLASS 0
 HF0618
 HF0618.The horizontal coordinates were scaled from a topographic map and have
 HF0618.an estimated accuracy of +/- 6 seconds.
 HF0618
 HF0618.The orthometric height was determined by differential leveling
 HF0618.and adjusted by the National Geodetic Survey in June 1991..
 HF0618
 HF0618.The geoid height was determined by GEOID03.
 HF0618
 HF0618.The dynamic height is computed by dividing the NAVD 88
 HF0618.geopotential number by the normal gravity value computed on the
 HF0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0618.degrees latitude (g = 980.6199 gals.).
 HF0618
 HF0618.The modeled gravity was interpolated from observed gravity values.
 HF0618
 HF0618;                    North         East    Units  Estimated Accuracy
 HF0618;SPC KS S     -   468,350.      513,300.      MT  (+/- 180 meters Scaled)
 HF0618
 HF0618                          SUPERSEDED SURVEY CONTROL
 HF0618
 HF0618  NGVD 29 (??/??/92)  378.100  (m)         1240.48   (f) ADJ UNCH    2 0
 HF0618
 HF0618.Superseded values are not recommended for survey control.
 HF0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0618.See file dsdata.txt to determine how the superseded data were derived.
 HF0618
 HF0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG575269(NAD 83)
 HF0618_MARKER: DB = BENCH MARK DISK
 HF0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0618_STAMPING: M 336 1962
 HF0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0618+STABILITY: SURFACE MOTION
 HF0618
 HF0618  HISTORY     - Date     Condition        Report By
 HF0618  HISTORY     - 1962     MONUMENTED       CGS
 HF0618
 HF0618                          STATION DESCRIPTION
 HF0618
 HF0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0618'3.1 MI W FROM OXFORD.
 HF0618'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0618'THENCE 3.1 MILES WEST ALONG U.S. HIGHWAY 160, TO THE INTERSECTION
 HF0618'OF AN NORTH AND SOUTH DIRT ROAD, 72.4 FEET NORTHWEST OF THE
 HF0618'CENTER OF THE INTERSECTION, 59.0 FEET NORTH OF THE CENTERLINE
 HF0618'OF THE HIGHWAY, 1.8 FEET SOUTH OF A FENCE, 1.7 FEET NORTHWEST
 HF0618'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0618'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0656 ***********************************************************************
 HF0656  DESIGNATION -  M 337
 HF0656  PID         -  HF0656
 HF0656  STATE/COUNTY-  KS/SUMNER
 HF0656  USGS QUAD   -  ROME (1965)
 HF0656
 HF0656                         *CURRENT SURVEY CONTROL
 HF0656  ___________________________________________________________________
 HF0656* NAD 83(1986)-  37 12 08.     (N)    097 23 35.     (W)     SCALED    
 HF0656* NAVD 88     -       374.352  (meters)    1228.19   (feet)  ADJUSTED  
 HF0656  ___________________________________________________________________
 HF0656  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0656  DYNAMIC HT  -         374.046 (meters)    1227.18  (feet)  COMP
 HF0656  MODELED GRAV-     979,802.3   (mgal)                       NAVD 88
 HF0656
 HF0656  VERT ORDER  -  SECOND    CLASS 0
 HF0656
 HF0656.The horizontal coordinates were scaled from a topographic map and have
 HF0656.an estimated accuracy of +/- 6 seconds.
 HF0656
 HF0656.The orthometric height was determined by differential leveling
 HF0656.and adjusted by the National Geodetic Survey in June 1991..
 HF0656
 HF0656.The geoid height was determined by GEOID03.
 HF0656
 HF0656.The dynamic height is computed by dividing the NAVD 88
 HF0656.geopotential number by the normal gravity value computed on the
 HF0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0656.degrees latitude (g = 980.6199 gals.).
 HF0656
 HF0656.The modeled gravity was interpolated from observed gravity values.
 HF0656
 HF0656;                    North         East    Units  Estimated Accuracy
 HF0656;SPC KS S     -   460,020.      498,270.      MT  (+/- 180 meters Scaled)
 HF0656
 HF0656                          SUPERSEDED SURVEY CONTROL
 HF0656
 HF0656  NGVD 29 (??/??/92)  374.234  (m)         1227.80   (f) ADJ UNCH    2 0
 HF0656
 HF0656.Superseded values are not recommended for survey control.
 HF0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0656.See file dsdata.txt to determine how the superseded data were derived.
 HF0656
 HF0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG426185(NAD 83)
 HF0656_MARKER: DB = BENCH MARK DISK
 HF0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0656_STAMPING: M 337 1962
 HF0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0656+STABILITY: SURFACE MOTION
 HF0656
 HF0656  HISTORY     - Date     Condition        Report By
 HF0656  HISTORY     - 1962     MONUMENTED       CGS
 HF0656
 HF0656                          STATION DESCRIPTION
 HF0656
 HF0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0656'3.9 MI S FROM WELLINGTON.
 HF0656'3.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0656'FROM THE STATION AT WELLINGTON, AT A ROAD CROSSING AND MILE POST
 HF0656'4, 38.0 FEET NORTH OF THE CENTER OF THE ROAD, 39.3 FEET EAST OF
 HF0656'THE EAST RAIL OF RAILROAD, SET IN THE TOP OF A CONCRETE POST
 HF0656'WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1125 ***********************************************************************
 JF1125  DESIGNATION -  M 338
 JF1125  PID         -  JF1125
 JF1125  STATE/COUNTY-  KS/SALINE
 JF1125  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1125
 JF1125                         *CURRENT SURVEY CONTROL
 JF1125  ___________________________________________________________________
 JF1125* NAD 83(1986)-  38 54 24.     (N)    097 31 13.     (W)     SCALED    
 JF1125* NAVD 88     -       401.243  (meters)    1316.41   (feet)  ADJUSTED  
 JF1125  ___________________________________________________________________
 JF1125  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 JF1125  DYNAMIC HT  -         400.982 (meters)    1315.56  (feet)  COMP
 JF1125  MODELED GRAV-     979,963.9   (mgal)                       NAVD 88
 JF1125
 JF1125  VERT ORDER  -  FIRST     CLASS II
 JF1125
 JF1125.The horizontal coordinates were scaled from a topographic map and have
 JF1125.an estimated accuracy of +/- 6 seconds.
 JF1125
 JF1125.The orthometric height was determined by differential leveling
 JF1125.and adjusted by the National Geodetic Survey in June 1991..
 JF1125
 JF1125.The geoid height was determined by GEOID03.
 JF1125
 JF1125.The dynamic height is computed by dividing the NAVD 88
 JF1125.geopotential number by the normal gravity value computed on the
 JF1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1125.degrees latitude (g = 980.6199 gals.).
 JF1125
 JF1125.The modeled gravity was interpolated from observed gravity values.
 JF1125
 JF1125;                    North         East    Units  Estimated Accuracy
 JF1125;SPC KS N     -    63,760.      441,610.      MT  (+/- 180 meters Scaled)
 JF1125
 JF1125                          SUPERSEDED SURVEY CONTROL
 JF1125
 JF1125  NGVD 29 (??/??/92)  401.155  (m)         1316.12   (f) ADJ UNCH    1 2
 JF1125
 JF1125.Superseded values are not recommended for survey control.
 JF1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1125.See file dsdata.txt to determine how the superseded data were derived.
 JF1125
 JF1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ283074(NAD 83)
 JF1125_MARKER: DB = BENCH MARK DISK
 JF1125_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF1125_SP_SET: BRIDGE ABUTMENT
 JF1125_STAMPING: M 338 1970
 JF1125_MARK LOGO: CGS   
 JF1125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF1125+STABILITY: POSITION/ELEVATION WELL
 JF1125
 JF1125  HISTORY     - Date     Condition        Report By
 JF1125  HISTORY     - 1970     MONUMENTED       NGS
 JF1125  HISTORY     - 1986     GOOD             NGS
 JF1125
 JF1125                          STATION DESCRIPTION
 JF1125
 JF1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1125'5.4 MI E FROM SALINA.
 JF1125'ABOUT 5.45 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF1125'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, 78 FEET SOUTH OF THE
 JF1125'CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, SET IN TOP OF
 JF1125'THE WEST END OF THE SOUTH ABUTMENT OF BRIDGE NUMBER 22.5 FOR A
 JF1125'ROAD OVERPASS OVER THE INTERSTATE HIGHWAY, 16 FEET WEST OF THE
 JF1125'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD AND ABOUT 20
 JF1125'FEET ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 22, T 13 S, R 2 W.
 JF1125
 JF1125                          STATION RECOVERY (1986)
 JF1125
 JF1125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1169 ***********************************************************************
 JF1169  DESIGNATION -  M 339
 JF1169  PID         -  JF1169
 JF1169  STATE/COUNTY-  KS/MCPHERSON
 JF1169  USGS QUAD   -  LINDSBORG SE (1979)
 JF1169
 JF1169                         *CURRENT SURVEY CONTROL
 JF1169  ___________________________________________________________________
 JF1169* NAD 83(1986)-  38 36 12.     (N)    097 37 16.     (W)     SCALED    
 JF1169* NAVD 88     -       398.673  (meters)    1307.98   (feet)  ADJUSTED  
 JF1169  ___________________________________________________________________
 JF1169  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF1169  DYNAMIC HT  -         398.393 (meters)    1307.06  (feet)  COMP
 JF1169  MODELED GRAV-     979,915.3   (mgal)                       NAVD 88
 JF1169
 JF1169  VERT ORDER  -  FIRST     CLASS II
 JF1169
 JF1169.The horizontal coordinates were scaled from a topographic map and have
 JF1169.an estimated accuracy of +/- 6 seconds.
 JF1169
 JF1169.The orthometric height was determined by differential leveling
 JF1169.and adjusted by the National Geodetic Survey in June 1991..
 JF1169.WARNING-Repeat measurements at this control monument indicate possible
 JF1169.vertical movement.
 JF1169
 JF1169.The geoid height was determined by GEOID03.
 JF1169
 JF1169.The dynamic height is computed by dividing the NAVD 88
 JF1169.geopotential number by the normal gravity value computed on the
 JF1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1169.degrees latitude (g = 980.6199 gals.).
 JF1169
 JF1169.The modeled gravity was interpolated from observed gravity values.
 JF1169
 JF1169;                    North         East    Units  Estimated Accuracy
 JF1169;SPC KS S     -   615,310.      476,560.      MT  (+/- 180 meters Scaled)
 JF1169
 JF1169                          SUPERSEDED SURVEY CONTROL
 JF1169
 JF1169  NGVD 29 (??/??/92)  398.561  (m)         1307.61   (f) ADJ UNCH    1 2
 JF1169
 JF1169.Superseded values are not recommended for survey control.
 JF1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1169.See file dsdata.txt to determine how the superseded data were derived.
 JF1169
 JF1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH200736(NAD 83)
 JF1169_MARKER: DB = BENCH MARK DISK
 JF1169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1169_SP_SET: HEADWALL
 JF1169_STAMPING: M 339 1970
 JF1169_MARK LOGO: CGS   
 JF1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1169+STABILITY: SURFACE MOTION
 JF1169
 JF1169  HISTORY     - Date     Condition        Report By
 JF1169  HISTORY     - 1970     MONUMENTED       NGS
 JF1169  HISTORY     - 1986     GOOD             NGS
 JF1169
 JF1169                          STATION DESCRIPTION
 JF1169
 JF1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1169'16.8 MI S FROM SALINA.
 JF1169'ABOUT 16.85 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1169'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, OR
 JF1169'ABOUT 15.9 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1169'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, 0.55 MILE
 JF1169'SOUTH OF THE SALINE-MC PHERSON COUNTY LINE, SET IN THE TOP OF
 JF1169'THE SOUTH END OF THE WEST CONCRETE HEADWALL OF A 4-FOOT CONCRETE
 JF1169'BOX CULVERT WHICH PASSES UNDER BOTH LANES OF THE HIGHWAY, 50 FEET
 JF1169'WEST OF THE CENTER LINE OF THE WEST TRAFFIC LANES OF THE HIGHWAY,
 JF1169'0.6 FOOT NORTH OF THE SOUTH END OF THE HEADWALL, AND ABOUT 7
 JF1169'FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 2, T17S, R3W.
 JF1169
 JF1169                          STATION RECOVERY (1986)
 JF1169
 JF1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0051 ***********************************************************************
 HH0051  DESIGNATION -  M 34
 HH0051  PID         -  HH0051
 HH0051  STATE/COUNTY-  KS/FORD
 HH0051  USGS QUAD   -  DODGE CITY (1984)
 HH0051
 HH0051                         *CURRENT SURVEY CONTROL
 HH0051  ___________________________________________________________________
 HH0051* NAD 83(1986)-  37 45 11.     (N)    100 01 57.     (W)     SCALED    
 HH0051* NAVD 88     -       759.691  (meters)    2492.42   (feet)  ADJUSTED  
 HH0051  ___________________________________________________________________
 HH0051  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 HH0051  DYNAMIC HT  -         759.032 (meters)    2490.26  (feet)  COMP
 HH0051  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 HH0051
 HH0051  VERT ORDER  -  FIRST     CLASS II
 HH0051
 HH0051.The horizontal coordinates were scaled from a topographic map and have
 HH0051.an estimated accuracy of +/- 6 seconds.
 HH0051
 HH0051.The orthometric height was determined by differential leveling
 HH0051.and adjusted by the National Geodetic Survey in June 1991..
 HH0051
 HH0051.The geoid height was determined by GEOID03.
 HH0051
 HH0051.The dynamic height is computed by dividing the NAVD 88
 HH0051.geopotential number by the normal gravity value computed on the
 HH0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0051.degrees latitude (g = 980.6199 gals.).
 HH0051
 HH0051.The modeled gravity was interpolated from observed gravity values.
 HH0051
 HH0051;                    North         East    Units  Estimated Accuracy
 HH0051;SPC KS S     -   521,680.      264,960.      MT  (+/- 180 meters Scaled)
 HH0051
 HH0051                          SUPERSEDED SURVEY CONTROL
 HH0051
 HH0051  NGVD 29 (??/??/92)  759.355  (m)         2491.32   (f) ADJ UNCH    1 2
 HH0051
 HH0051.Superseded values are not recommended for survey control.
 HH0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0051.See file dsdata.txt to determine how the superseded data were derived.
 HH0051
 HH0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG090789(NAD 83)
 HH0051_MARKER: DB = BENCH MARK DISK
 HH0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0051_STAMPING: M 34 1934
 HH0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0051+STABILITY: SURFACE MOTION
 HH0051
 HH0051  HISTORY     - Date     Condition        Report By
 HH0051  HISTORY     - 1934     MONUMENTED       CGS
 HH0051  HISTORY     - 1965     MARK NOT FOUND   USGS
 HH0051
 HH0051                          STATION DESCRIPTION
 HH0051
 HH0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0051'1 MI W FROM DODGE CITY.
 HH0051'ABOUT 1.0 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0051'RAILWAY FROM THE STATION AT DODGE CITY, FORD COUNTY, AT THE
 HH0051'CONCRETE-BLOCK BUILDING OCCUPIED BY ANDERSON CLEANERS, 58 FEET
 HH0051'NORTH OF THE CENTER LINE OF THE MAIN TRACK, 30 FEET EAST OF THE
 HH0051'CENTER LINE OF A STREET, AND 9 FEET SOUTH OF THE SOUTHEAST CORNER
 HH0051'OF THE BUILDING.  A STANDARD DISK, STAMPED M 34 1934 AND SET IN
 HH0051'THE TOP OF A CONCRETE POST.
 HH0051
 HH0051                          STATION RECOVERY (1965)
 HH0051
 HH0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HH0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0951 ***********************************************************************
 JF0951  DESIGNATION -  M 340
 JF0951  PID         -  JF0951
 JF0951  STATE/COUNTY-  KS/MCPHERSON
 JF0951  USGS QUAD   -  MC PHERSON SE (1985)
 JF0951
 JF0951                         *CURRENT SURVEY CONTROL
 JF0951  ___________________________________________________________________
 JF0951* NAD 83(1986)-  38 19 41.     (N)    097 37 19.     (W)     SCALED    
 JF0951* NAVD 88     -       455.918  (meters)    1495.79   (feet)  ADJUSTED  
 JF0951  ___________________________________________________________________
 JF0951  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 JF0951  DYNAMIC HT  -         455.585 (meters)    1494.70  (feet)  COMP
 JF0951  MODELED GRAV-     979,885.1   (mgal)                       NAVD 88
 JF0951
 JF0951  VERT ORDER  -  SECOND    CLASS 0
 JF0951
 JF0951.The horizontal coordinates were scaled from a topographic map and have
 JF0951.an estimated accuracy of +/- 6 seconds.
 JF0951
 JF0951.The orthometric height was determined by differential leveling
 JF0951.and adjusted by the National Geodetic Survey in June 1991..
 JF0951
 JF0951.The geoid height was determined by GEOID03.
 JF0951
 JF0951.The dynamic height is computed by dividing the NAVD 88
 JF0951.geopotential number by the normal gravity value computed on the
 JF0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0951.degrees latitude (g = 980.6199 gals.).
 JF0951
 JF0951.The modeled gravity was interpolated from observed gravity values.
 JF0951
 JF0951;                    North         East    Units  Estimated Accuracy
 JF0951;SPC KS S     -   584,750.      476,770.      MT  (+/- 180 meters Scaled)
 JF0951
 JF0951                          SUPERSEDED SURVEY CONTROL
 JF0951
 JF0951  NGVD 29 (??/??/92)  455.757  (m)         1495.26   (f) ADJ UNCH    2 0
 JF0951
 JF0951.Superseded values are not recommended for survey control.
 JF0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0951.See file dsdata.txt to determine how the superseded data were derived.
 JF0951
 JF0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH204431(NAD 83)
 JF0951_MARKER: DB = BENCH MARK DISK
 JF0951_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF0951_SP_SET: 32 FEET
 JF0951_STAMPING: M 340 1970
 JF0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0951
 JF0951  HISTORY     - Date     Condition        Report By
 JF0951  HISTORY     - 1970     MONUMENTED       NGS
 JF0951  HISTORY     - 1970     GOOD             NGS
 JF0951
 JF0951                          STATION DESCRIPTION
 JF0951
 JF0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0951'2.9 MI S FROM MC PHERSON.
 JF0951'ABOUT 2.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE HIGHWAY
 JF0951'UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 0.8 MILE
 JF0951'SOUTH OF HIGHWAY UNDERPASSES 15-40 AND 15-41 FOR A 4-LANE HIGHWAY,
 JF0951'UNDER THE SOUTHEAST EDGE OF A LARGE POWER LINE WHICH CROSSES THE
 JF0951'HIGHWAY, 106 FEET WEST OF THE CENTER LINE OF THE WEST TRAFFIC
 JF0951'LANES OF THE HIGHWAY, 1 1/2 FEET EAST OF A FENCE, 97 FEET NORTHWEST
 JF0951'OF THE WEST END OF A 24-INCH CORRUGATED METAL CULVERT WHICH
 JF0951'PASSES UNDER THE HIGHWAY, 6 FEET SOUTHEAST OF THE SOUTHEAST
 JF0951'LEG OF A PYLON FOR A POWER LINE, IN LINE WITH TWO LEGS OF THE PYLON,
 JF0951'1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE
 JF0951'LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 JF0951'ROD THAT IS DRIVEN TO REFUSAL AT 32 FEET AND IS ENCASED IN A 4-INCH
 JF0951'PLASTIC PIPE THAT PROJECTS 0.5 FOOT.  SECTION 11, T 20 S, R 3 W
 JF0951
 JF0951                          STATION RECOVERY (1970)
 JF0951
 JF0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0628 ***********************************************************************
 JF0628  DESIGNATION -  M 341
 JF0628  PID         -  JF0628
 JF0628  STATE/COUNTY-  KS/DICKINSON
 JF0628  USGS QUAD   -  ABILENE (1979)
 JF0628
 JF0628                         *CURRENT SURVEY CONTROL
 JF0628  ___________________________________________________________________
 JF0628* NAD 83(1986)-  38 56 37.     (N)    097 09 47.     (W)     SCALED    
 JF0628* NAVD 88     -       353.071  (meters)    1158.37   (feet)  ADJUSTED  
 JF0628  ___________________________________________________________________
 JF0628  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 JF0628  DYNAMIC HT  -         352.826 (meters)    1157.56  (feet)  COMP
 JF0628  MODELED GRAV-     979,926.0   (mgal)                       NAVD 88
 JF0628
 JF0628  VERT ORDER  -  FIRST     CLASS II
 JF0628
 JF0628.The horizontal coordinates were scaled from a topographic map and have
 JF0628.an estimated accuracy of +/- 6 seconds.
 JF0628
 JF0628.The orthometric height was determined by differential leveling
 JF0628.and adjusted by the National Geodetic Survey in June 1991..
 JF0628
 JF0628.The geoid height was determined by GEOID03.
 JF0628
 JF0628.The dynamic height is computed by dividing the NAVD 88
 JF0628.geopotential number by the normal gravity value computed on the
 JF0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0628.degrees latitude (g = 980.6199 gals.).
 JF0628
 JF0628.The modeled gravity was interpolated from observed gravity values.
 JF0628
 JF0628;                    North         East    Units  Estimated Accuracy
 JF0628;SPC KS N     -    68,080.      472,560.      MT  (+/- 180 meters Scaled)
 JF0628
 JF0628                          SUPERSEDED SURVEY CONTROL
 JF0628
 JF0628  NGVD 29 (??/??/92)  352.966  (m)         1158.02   (f) ADJ UNCH    1 2
 JF0628
 JF0628.Superseded values are not recommended for survey control.
 JF0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0628.See file dsdata.txt to determine how the superseded data were derived.
 JF0628
 JF0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ591121(NAD 83)
 JF0628_MARKER: DB = BENCH MARK DISK
 JF0628_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JF0628_SP_SET: HEADWALL
 JF0628_STAMPING: M 341 1970
 JF0628_MARK LOGO: NGS   
 JF0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0628
 JF0628  HISTORY     - Date     Condition        Report By
 JF0628  HISTORY     - 1970     MONUMENTED       NGS
 JF0628  HISTORY     - 1986     GOOD             NGS
 JF0628
 JF0628                          STATION DESCRIPTION
 JF0628
 JF0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0628'2.7 MI E FROM ABILENE.
 JF0628'ABOUT 2.7 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0628'HIGHWAY OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 0.2 MILE EAST
 JF0628'OF OVERPASS NUMBER 11.2 OVER THE HIGHWAY AT AN EXIT TO BUCKEYE
 JF0628'COMMUNITY, 39 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES
 JF0628'OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH
 JF0628'CONCRETE HEADWALL OF A 38-FOOT CONCRETE BOX CULVERT UNDER THE
 JF0628'HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE HEADWALL, AND ABOUT
 JF0628'2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 12, T 13 S,
 JF0628'R 2 E.
 JF0628
 JF0628                          STATION RECOVERY (1986)
 JF0628
 JF0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0260 ***********************************************************************
 KF0260  DESIGNATION -  M 342
 KF0260  PID         -  KF0260
 KF0260  STATE/COUNTY-  KS/GEARY
 KF0260  USGS QUAD   -  OGDEN (1982)
 KF0260
 KF0260                         *CURRENT SURVEY CONTROL
 KF0260  ___________________________________________________________________
 KF0260* NAD 83(1986)-  39 03 50.     (N)    096 42 07.     (W)     SCALED    
 KF0260* NAVD 88     -       387.438  (meters)    1271.12   (feet)  ADJUSTED  
 KF0260  ___________________________________________________________________
 KF0260  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 KF0260  DYNAMIC HT  -         387.174 (meters)    1270.25  (feet)  COMP
 KF0260  MODELED GRAV-     979,934.9   (mgal)                       NAVD 88
 KF0260
 KF0260  VERT ORDER  -  SECOND    CLASS 0
 KF0260
 KF0260.The horizontal coordinates were scaled from a topographic map and have
 KF0260.an estimated accuracy of +/- 6 seconds.
 KF0260
 KF0260.The orthometric height was determined by differential leveling
 KF0260.and adjusted by the National Geodetic Survey in June 1991..
 KF0260
 KF0260.The geoid height was determined by GEOID03.
 KF0260
 KF0260.The dynamic height is computed by dividing the NAVD 88
 KF0260.geopotential number by the normal gravity value computed on the
 KF0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0260.degrees latitude (g = 980.6199 gals.).
 KF0260
 KF0260.The modeled gravity was interpolated from observed gravity values.
 KF0260
 KF0260;                    North         East    Units  Estimated Accuracy
 KF0260;SPC KS N     -    81,910.      512,340.      MT  (+/- 180 meters Scaled)
 KF0260
 KF0260                          SUPERSEDED SURVEY CONTROL
 KF0260
 KF0260  NGVD 29 (??/??/92)  387.317  (m)         1270.72   (f) ADJ UNCH    2 0
 KF0260
 KF0260.Superseded values are not recommended for survey control.
 KF0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0260.See file dsdata.txt to determine how the superseded data were derived.
 KF0260
 KF0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ988263(NAD 83)
 KF0260_MARKER: DB = BENCH MARK DISK
 KF0260_SETTING: 66 = SET IN ROCK OUTCROP
 KF0260_SP_SET: ROCK LEDGE
 KF0260_STAMPING: M 342 1970
 KF0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0260+STABILITY: POSITION/ELEVATION WELL
 KF0260
 KF0260  HISTORY     - Date     Condition        Report By
 KF0260  HISTORY     - 1970     MONUMENTED       NGS
 KF0260  HISTORY     - 1980     MARK NOT FOUND   USGS
 KF0260
 KF0260                          STATION DESCRIPTION
 KF0260
 KF0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0260'8.2 MI E FROM JUNCTION CITY.
 KF0260'ABOUT 8.15 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0260'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0260'CITY, 65 YARDS WEST OF THE EAST END OF THE MORE WESTERLY OF
 KF0260'TWO ROCK CUTS FOR THE HIGHWAY, 47 FEET NORTH OF THE CENTER
 KF0260'LINE OF THE NORTH LANES OF THE HIGHWAY, SET IN THE TOP OF THE
 KF0260'SOUTH CORNER OF A 2- X 3-FOOT ROCK LEDGE NEAR THE BASE OF THE
 KF0260'CUT, 70 FEET NORTHEAST OF THE NORTH END OF A 14-INCH PIPE CULVERT,
 KF0260'1.2 FEET NORTH OF THE SOUTH CORNER OF THE LEDGE, AND ABOUT
 KF0260'LEVEL WITH THE HIGHWAY.  SEC 30, T 11 S, R 7 E
 KF0260
 KF0260                          STATION RECOVERY (1980)
 KF0260
 KF0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KF0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0158 ***********************************************************************
 KF0158  DESIGNATION -  M 343
 KF0158  PID         -  KF0158
 KF0158  STATE/COUNTY-  KS/WABAUNSEE
 KF0158  USGS QUAD   -  ALMA (1978)
 KF0158
 KF0158                         *CURRENT SURVEY CONTROL
 KF0158  ___________________________________________________________________
 KF0158* NAD 83(1986)-  39 03 55.     (N)    096 21 31.     (W)     SCALED    
 KF0158* NAVD 88     -       370.439  (meters)    1215.35   (feet)  ADJUSTED  
 KF0158  ___________________________________________________________________
 KF0158  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 KF0158  DYNAMIC HT  -         370.189 (meters)    1214.53  (feet)  COMP
 KF0158  MODELED GRAV-     979,941.4   (mgal)                       NAVD 88
 KF0158
 KF0158  VERT ORDER  -  SECOND    CLASS 0
 KF0158
 KF0158.The horizontal coordinates were scaled from a topographic map and have
 KF0158.an estimated accuracy of +/- 6 seconds.
 KF0158
 KF0158.The orthometric height was determined by differential leveling
 KF0158.and adjusted by the National Geodetic Survey in June 1991..
 KF0158
 KF0158.The geoid height was determined by GEOID03.
 KF0158
 KF0158.The dynamic height is computed by dividing the NAVD 88
 KF0158.geopotential number by the normal gravity value computed on the
 KF0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0158.degrees latitude (g = 980.6199 gals.).
 KF0158
 KF0158.The modeled gravity was interpolated from observed gravity values.
 KF0158
 KF0158;                    North         East    Units  Estimated Accuracy
 KF0158;SPC KS N     -    82,540.      542,040.      MT  (+/- 180 meters Scaled)
 KF0158
 KF0158                          SUPERSEDED SURVEY CONTROL
 KF0158
 KF0158  NGVD 29 (??/??/92)  370.302  (m)         1214.90   (f) ADJ UNCH    2 0
 KF0158
 KF0158.Superseded values are not recommended for survey control.
 KF0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0158.See file dsdata.txt to determine how the superseded data were derived.
 KF0158
 KF0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ285273(NAD 83)
 KF0158_MARKER: DB = BENCH MARK DISK
 KF0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0158_SP_SET: ABUTMENT
 KF0158_STAMPING: M 343 1970
 KF0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0158
 KF0158  HISTORY     - Date     Condition        Report By
 KF0158  HISTORY     - 1970     MONUMENTED       NGS
 KF0158
 KF0158                          STATION DESCRIPTION
 KF0158
 KF0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0158'3.8 MI W FROM ALMA.
 KF0158'ABOUT 3.75 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0158'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.25 MILE WEST
 KF0158'OF WABAUNSEE ROAD OVERPASS NUMBER 2-00 OVER THE HIGHWAY, 19 1/2
 KF0158'FEET SOUTH OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY,
 KF0158'SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT
 KF0158'OF THE MORE NORTHERLY OF TWO HIGHWAY BRIDGES OVER HENDRICKS
 KF0158'CREEK, AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 25, T 11S,
 KF0158'R 9 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0177 ***********************************************************************
 KF0177  DESIGNATION -  M 344
 KF0177  PID         -  KF0177
 KF0177  STATE/COUNTY-  KS/WABAUNSEE
 KF0177  USGS QUAD   -  MC FARLAND (1978)
 KF0177
 KF0177                         *CURRENT SURVEY CONTROL
 KF0177  ___________________________________________________________________
 KF0177* NAD 83(1986)-  39 03 44.     (N)    096 10 52.     (W)     SCALED    
 KF0177* NAVD 88     -       311.281  (meters)    1021.26   (feet)  ADJUSTED  
 KF0177  ___________________________________________________________________
 KF0177  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 KF0177  DYNAMIC HT  -         311.073 (meters)    1020.58  (feet)  COMP
 KF0177  MODELED GRAV-     979,952.6   (mgal)                       NAVD 88
 KF0177
 KF0177  VERT ORDER  -  SECOND    CLASS 0
 KF0177
 KF0177.The horizontal coordinates were scaled from a topographic map and have
 KF0177.an estimated accuracy of +/- 6 seconds.
 KF0177
 KF0177.The orthometric height was determined by differential leveling
 KF0177.and adjusted by the National Geodetic Survey in June 1991..
 KF0177
 KF0177.The geoid height was determined by GEOID03.
 KF0177
 KF0177.The dynamic height is computed by dividing the NAVD 88
 KF0177.geopotential number by the normal gravity value computed on the
 KF0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0177.degrees latitude (g = 980.6199 gals.).
 KF0177
 KF0177.The modeled gravity was interpolated from observed gravity values.
 KF0177
 KF0177;                    North         East    Units  Estimated Accuracy
 KF0177;SPC KS N     -    82,500.      557,410.      MT  (+/- 180 meters Scaled)
 KF0177
 KF0177                          SUPERSEDED SURVEY CONTROL
 KF0177
 KF0177  NGVD 29 (??/??/92)  311.142  (m)         1020.80   (f) ADJ UNCH    2 0
 KF0177
 KF0177.Superseded values are not recommended for survey control.
 KF0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0177.See file dsdata.txt to determine how the superseded data were derived.
 KF0177
 KF0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ438274(NAD 83)
 KF0177_MARKER: DB = BENCH MARK DISK
 KF0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0177_SP_SET: BRIDGE
 KF0177_STAMPING: M 344 1970
 KF0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0177
 KF0177  HISTORY     - Date     Condition        Report By
 KF0177  HISTORY     - 1970     MONUMENTED       NGS
 KF0177
 KF0177                          STATION DESCRIPTION
 KF0177
 KF0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0177'5.9 MI E FROM ALMA.
 KF0177'ABOUT 5.9 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0177'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ABOUT 0.4 MILE
 KF0177'EAST OF THE I 70 OVERPASS OVER STATE HIGHWAY 138 AND THE PAXICO
 KF0177'EXIT, 18.5 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST
 KF0177'LANES OF THE HIGHWAY, IN TOP OF THE CONCRETE BASE FOR THE WING
 KF0177'WALL AT THE EAST CORNER OF THE EASTBOUND LANE FOR THE HIGHWAY
 KF0177'BRIDGE OVER MILL CREEK, 2.2 FEET WEST OF THE EAST END OF THE
 KF0177'WING WALL BASE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KF0177'SECTION 27, T 11S, R 11E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1214 ***********************************************************************
 KF1214  DESIGNATION -  M 344 RESET
 KF1214  PID         -  KF1214
 KF1214  STATE/COUNTY-  KS/WABAUNSEE
 KF1214  USGS QUAD   -  MC FARLAND (1978)
 KF1214
 KF1214                         *CURRENT SURVEY CONTROL
 KF1214  ___________________________________________________________________
 KF1214* NAD 83(1986)-  39 03 44.     (N)    096 10 52.     (W)     SCALED    
 KF1214* NAVD 88     -       312.21   (meters)    1024.3    (feet)  RESET     
 KF1214  ___________________________________________________________________
 KF1214  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 KF1214
 KF1214  VERT ORDER  -  THIRD
 KF1214
 KF1214.The horizontal coordinates were scaled from a topographic map and have
 KF1214.an estimated accuracy of +/- 6 seconds.
 KF1214
 KF1214.The orthometric height was computed from unverified reset data.
 KF1214
 KF1214.The geoid height was determined by GEOID03.
 KF1214
 KF1214;                    North         East    Units  Estimated Accuracy
 KF1214;SPC KS N     -    82,500.      557,410.      MT  (+/- 180 meters Scaled)
 KF1214
 KF1214                          SUPERSEDED SURVEY CONTROL
 KF1214
 KF1214  NGVD 29 (03/09/04)  312.07   (m)         1023.8    (f) RESET       3  
 KF1214
 KF1214.Superseded values are not recommended for survey control.
 KF1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1214.See file dsdata.txt to determine how the superseded data were derived.
 KF1214
 KF1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ438274(NAD 83)
 KF1214_MARKER: DV = VERTICAL CONTROL DISK
 KF1214_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KF1214_SP_SET: BRIDGE ABUTMENT
 KF1214_STAMPING: M 344 RESET 1981
 KF1214_MARK LOGO: NGS   
 KF1214_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF1214
 KF1214  HISTORY     - Date     Condition        Report By
 KF1214  HISTORY     - 1981     MONUMENTED       NGS
 KF1214
 KF1214                          STATION DESCRIPTION
 KF1214
 KF1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KF1214'5.9 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY OVERPASS
 KF1214'FOR STATE HIGHWAY 99 AT ALMA, ABOUT 0.14 MILE EAST OF THE OVERPASS OF
 KF1214'STATE HIGHWAY 138 AND THE PAXICO EXIT, IN THE SOUTH END OF THE EAST
 KF1214'ABUTMENT OF THE BRIDGE NUMBER 70-99 11.3 1961 OF INTERSTATE HIGHWAY
 KF1214'70 WEST BOUND LANES OVER HILL CREEK, 6.1 METERSWEST OF THE SOUTHEAST
 KF1214'CORNER OF THE BRIDGE, 1.38 M (4.53 FT) SOUTH-SOUTHWEST OF THE EAST
 KF1214'END OF THE SOUTH STEEL GIRDER OF THE BRIDGE AND 0.38 M (1.25 FT)
 KF1214'LOWER THAN THE EAST END OF THE GIRDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0904 ***********************************************************************
 KE0904  DESIGNATION -  M 345
 KE0904  PID         -  KE0904
 KE0904  STATE/COUNTY-  KS/SHAWNEE
 KE0904  USGS QUAD   -  SILVER LAKE (1983)
 KE0904
 KE0904                         *CURRENT SURVEY CONTROL
 KE0904  ___________________________________________________________________
 KE0904* NAD 83(1986)-  39 03 12.     (N)    095 46 36.     (W)     SCALED    
 KE0904* NAVD 88     -       280.162  (meters)     919.16   (feet)  ADJUSTED  
 KE0904  ___________________________________________________________________
 KE0904  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 KE0904  DYNAMIC HT  -         279.980 (meters)     918.57  (feet)  COMP
 KE0904  MODELED GRAV-     979,970.5   (mgal)                       NAVD 88
 KE0904
 KE0904  VERT ORDER  -  SECOND    CLASS 0
 KE0904
 KE0904.The horizontal coordinates were scaled from a topographic map and have
 KE0904.an estimated accuracy of +/- 6 seconds.
 KE0904
 KE0904.The orthometric height was determined by differential leveling
 KE0904.and adjusted by the National Geodetic Survey in June 1991..
 KE0904
 KE0904.The geoid height was determined by GEOID03.
 KE0904
 KE0904.The dynamic height is computed by dividing the NAVD 88
 KE0904.geopotential number by the normal gravity value computed on the
 KE0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0904.degrees latitude (g = 980.6199 gals.).
 KE0904
 KE0904.The modeled gravity was interpolated from observed gravity values.
 KE0904
 KE0904;                    North         East    Units  Estimated Accuracy
 KE0904;SPC KS N     -    82,290.      592,430.      MT  (+/- 180 meters Scaled)
 KE0904
 KE0904                          SUPERSEDED SURVEY CONTROL
 KE0904
 KE0904  NGVD 29 (??/??/92)  280.026  (m)          918.72   (f) ADJ UNCH    2 0
 KE0904
 KE0904.Superseded values are not recommended for survey control.
 KE0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0904.See file dsdata.txt to determine how the superseded data were derived.
 KE0904
 KE0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD597263(NAD 83)
 KE0904_MARKER: DB = BENCH MARK DISK
 KE0904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0904_SP_SET: SIGN LEG FOUNDATION
 KE0904_STAMPING: M 345 1970
 KE0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0904
 KE0904  HISTORY     - Date     Condition        Report By
 KE0904  HISTORY     - 1970     MONUMENTED       NGS
 KE0904
 KE0904                          STATION DESCRIPTION
 KE0904
 KE0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0904'6 MI W FROM TOPEKA.
 KE0904'ABOUT 6.0 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0904'OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 0.15 MILE WEST OF THE
 KE0904'MORE WESTERLY OF TWO HIGHWAY UNDERPASSES FOR INTERSTATE HIGHWAY
 KE0904'470, 23 FEET NORTH OF THE CENTER LINE OF THE SOUTH LANES OF THE
 KE0904'HIGHWAY, SET IN THE CENTER OF THE TOP OF THE CONCRETE FOUNDATION
 KE0904'FOR THE NORTH LEG OF A HIGHWAY SIGN, AND ABOUT LEVEL WITH THE
 KE0904'HIGHWAY.  THIS MARK IS ALSO ABOUT 4.3 MILES NORTHWEST ALONG
 KE0904'INTERSTATE HIGHWAY 470 FROM THE HIGHWAY OVERPASS FOR GAGE
 KE0904'BOULEVARD AT TOPEKA.  SECTION 32, T 11S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0866 ***********************************************************************
 KE0866  DESIGNATION -  M 346
 KE0866  PID         -  KE0866
 KE0866  STATE/COUNTY-  KS/SHAWNEE
 KE0866  USGS QUAD   -  TOPEKA (1983)
 KE0866
 KE0866                         *CURRENT SURVEY CONTROL
 KE0866  ___________________________________________________________________
 KE0866* NAD 83(1986)-  39 02 03.     (N)    095 38 16.     (W)     SCALED    
 KE0866* NAVD 88     -       278.325  (meters)     913.14   (feet)  ADJUSTED  
 KE0866  ___________________________________________________________________
 KE0866  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 KE0866  DYNAMIC HT  -         278.143 (meters)     912.54  (feet)  COMP
 KE0866  MODELED GRAV-     979,966.9   (mgal)                       NAVD 88
 KE0866
 KE0866  VERT ORDER  -  FIRST     CLASS II
 KE0866
 KE0866.The horizontal coordinates were scaled from a topographic map and have
 KE0866.an estimated accuracy of +/- 6 seconds.
 KE0866
 KE0866.The orthometric height was determined by differential leveling
 KE0866.and adjusted by the National Geodetic Survey in June 1991..
 KE0866
 KE0866.The geoid height was determined by GEOID03.
 KE0866
 KE0866.The dynamic height is computed by dividing the NAVD 88
 KE0866.geopotential number by the normal gravity value computed on the
 KE0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0866.degrees latitude (g = 980.6199 gals.).
 KE0866
 KE0866.The modeled gravity was interpolated from observed gravity values.
 KE0866
 KE0866;                    North         East    Units  Estimated Accuracy
 KE0866;SPC KS N     -    80,470.      604,500.      MT  (+/- 180 meters Scaled)
 KE0866
 KE0866                          SUPERSEDED SURVEY CONTROL
 KE0866
 KE0866  NGVD 29 (??/??/92)  278.212  (m)          912.77   (f) ADJ UNCH    1 2
 KE0866
 KE0866.Superseded values are not recommended for survey control.
 KE0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0866.See file dsdata.txt to determine how the superseded data were derived.
 KE0866
 KE0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD716238(NAD 83)
 KE0866_MARKER: DB = BENCH MARK DISK
 KE0866_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KE0866_SP_SET: GUARDRAIL
 KE0866_STAMPING: M 346 1970
 KE0866_MARK LOGO: NGS   
 KE0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0866+STABILITY: SURFACE MOTION
 KE0866
 KE0866  HISTORY     - Date     Condition        Report By
 KE0866  HISTORY     - 1970     MONUMENTED       NGS
 KE0866  HISTORY     - 1986     GOOD             NGS
 KE0866
 KE0866                          STATION DESCRIPTION
 KE0866
 KE0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0866'2.2 MI E FROM TOPEKA.
 KE0866'ABOUT 2.25 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0866'HIGHWAY UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, 16 FEET SOUTH
 KE0866'OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE
 KE0866'TOP OF THE EAST END OF THE CONCRETE FOUNDATION FOR THE SOUTH
 KE0866'GUARDRAIL ON THE MORE SOUTHERLY OF TWO HIGHWAY OVERPASSES FOR
 KE0866'CARNAHAN AVENUE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 KE0866'SECTION 4, T 12S, R 16E
 KE0866
 KE0866                          STATION RECOVERY (1986)
 KE0866
 KE0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0866'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN TOPEKA, AT
 KE0866'THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND CARNAHAN AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0755 ***********************************************************************
 JF0755  DESIGNATION -  M 347
 JF0755  PID         -  JF0755
 JF0755  STATE/COUNTY-  KS/MCPHERSON
 JF0755  USGS QUAD   -  HESSTON (1978)
 JF0755
 JF0755                         *CURRENT SURVEY CONTROL
 JF0755  ___________________________________________________________________
 JF0755* NAD 83(1986)-  38 10 41.     (N)    097 27 06.     (W)     SCALED    
 JF0755* NAVD 88     -       451.388  (meters)    1480.93   (feet)  ADJUSTED  
 JF0755  ___________________________________________________________________
 JF0755  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 JF0755  DYNAMIC HT  -         451.043 (meters)    1479.80  (feet)  COMP
 JF0755  MODELED GRAV-     979,851.9   (mgal)                       NAVD 88
 JF0755
 JF0755  VERT ORDER  -  SECOND    CLASS 0
 JF0755
 JF0755.The horizontal coordinates were scaled from a topographic map and have
 JF0755.an estimated accuracy of +/- 6 seconds.
 JF0755
 JF0755.The orthometric height was determined by differential leveling
 JF0755.and adjusted by the National Geodetic Survey in June 1991..
 JF0755
 JF0755.The geoid height was determined by GEOID03.
 JF0755
 JF0755.The dynamic height is computed by dividing the NAVD 88
 JF0755.geopotential number by the normal gravity value computed on the
 JF0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0755.degrees latitude (g = 980.6199 gals.).
 JF0755
 JF0755.The modeled gravity was interpolated from observed gravity values.
 JF0755
 JF0755;                    North         East    Units  Estimated Accuracy
 JF0755;SPC KS S     -   568,260.      491,850.      MT  (+/- 180 meters Scaled)
 JF0755
 JF0755                          SUPERSEDED SURVEY CONTROL
 JF0755
 JF0755  NGVD 29 (??/??/92)  451.226  (m)         1480.40   (f) ADJ UNCH    2 0
 JF0755
 JF0755.Superseded values are not recommended for survey control.
 JF0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0755.See file dsdata.txt to determine how the superseded data were derived.
 JF0755
 JF0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH356267(NAD 83)
 JF0755_MARKER: DB = BENCH MARK DISK
 JF0755_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0755_SP_SET: CULVERT
 JF0755_STAMPING: M 347 1972
 JF0755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0755
 JF0755  HISTORY     - Date     Condition        Report By
 JF0755  HISTORY     - 1972     MONUMENTED       NGS
 JF0755
 JF0755                          STATION DESCRIPTION
 JF0755
 JF0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0755'17.6 MI SE FROM MC PHERSON.
 JF0755'ABOUT 17.65 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0755'HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, CEMENTED IN A
 JF0755'DRILL HOLE AT THE NORTHEAST CORNER OF THE CONCRETE HEADWALL OF A
 JF0755'2-CHANNEL, 5 X 20 FOOT CONCRETE BOX CULVERT WHICH PASSES UNDER
 JF0755'BOTH LANES OF THE HIGHWAY, 42.0 FEET NORTHEAST OF THE CENTER
 JF0755'LINE OF THE NORTH BOUND LANE OF THE HIGHWAY, 1.0 FOOT SOUTHEAST
 JF0755'OF THE NORTHEAST END OF THE HEADWALL, AND ABOUT 1 FOOT BELOW
 JF0755'THE LEVEL OF THE HIGHWAY.  SECTION 32, T 21 S, R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0534 ***********************************************************************
 HF0534  DESIGNATION -  M 348
 HF0534  PID         -  HF0534
 HF0534  STATE/COUNTY-  KS/SEDGWICK
 HF0534  USGS QUAD   -  VALLEY CENTER (1982)
 HF0534
 HF0534                         *CURRENT SURVEY CONTROL
 HF0534  ___________________________________________________________________
 HF0534* NAD 83(1986)-  37 47 44.     (N)    097 19 42.     (W)     SCALED    
 HF0534* NAVD 88     -       418.609  (meters)    1373.39   (feet)  ADJUSTED  
 HF0534  ___________________________________________________________________
 HF0534  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF0534  DYNAMIC HT  -         418.282 (meters)    1372.31  (feet)  COMP
 HF0534  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 HF0534
 HF0534  VERT ORDER  -  SECOND    CLASS 0
 HF0534
 HF0534.The horizontal coordinates were scaled from a topographic map and have
 HF0534.an estimated accuracy of +/- 6 seconds.
 HF0534
 HF0534.The orthometric height was determined by differential leveling
 HF0534.and adjusted by the National Geodetic Survey in June 1991..
 HF0534
 HF0534.The geoid height was determined by GEOID03.
 HF0534
 HF0534.The dynamic height is computed by dividing the NAVD 88
 HF0534.geopotential number by the normal gravity value computed on the
 HF0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0534.degrees latitude (g = 980.6199 gals.).
 HF0534
 HF0534.The modeled gravity was interpolated from observed gravity values.
 HF0534
 HF0534;                    North         East    Units  Estimated Accuracy
 HF0534;SPC KS S     -   525,940.      503,190.      MT  (+/- 180 meters Scaled)
 HF0534
 HF0534                          SUPERSEDED SURVEY CONTROL
 HF0534
 HF0534  NGVD 29 (??/??/92)  418.460  (m)         1372.90   (f) ADJ UNCH    2 0
 HF0534
 HF0534.Superseded values are not recommended for survey control.
 HF0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0534.See file dsdata.txt to determine how the superseded data were derived.
 HF0534
 HF0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG471844(NAD 83)
 HF0534_MARKER: DB = BENCH MARK DISK
 HF0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0534_SP_SET: ABUTMENT
 HF0534_STAMPING: N 348 1972
 HF0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0534
 HF0534  HISTORY     - Date     Condition        Report By
 HF0534  HISTORY     - 1972     MONUMENTED       NGS
 HF0534
 HF0534                          STATION DESCRIPTION
 HF0534
 HF0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0534'2.3 MI N FROM WICHITA.
 HF0534'ABOUT 2.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0534'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF
 HF0534'WICHITA, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT
 HF0534'OF THE SOUTH END OF THE BRIDGE, 91.0 FEET SOUTH OF THE CENTER
 HF0534'LINE OF 61 ST. STREET, 19.5 FEET EAST OF THE CENTER LINE OF THE
 HF0534'SOUTH BOUND LANE AND ABOUT LEVEL WITH THE SOUTH BOUND LANE.
 HF0534'SECTION 9, T 26 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0621 ***********************************************************************
 HH0621  DESIGNATION -  M 352
 HH0621  PID         -  HH0621
 HH0621  STATE/COUNTY-  KS/GRAY
 HH0621  USGS QUAD   -  CHARLESTON (1968)
 HH0621
 HH0621                         *CURRENT SURVEY CONTROL
 HH0621  ___________________________________________________________________
 HH0621* NAD 83(1986)-  37 52 14.     (N)    100 36 36.     (W)     SCALED    
 HH0621* NAVD 88     -       835.845  (meters)    2742.27   (feet)  ADJUSTED  
 HH0621  ___________________________________________________________________
 HH0621  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 HH0621  DYNAMIC HT  -         835.106 (meters)    2739.84  (feet)  COMP
 HH0621  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 HH0621
 HH0621  VERT ORDER  -  FIRST     CLASS II
 HH0621
 HH0621.The horizontal coordinates were scaled from a topographic map and have
 HH0621.an estimated accuracy of +/- 6 seconds.
 HH0621
 HH0621.The orthometric height was determined by differential leveling
 HH0621.and adjusted by the National Geodetic Survey in June 1991..
 HH0621
 HH0621.The geoid height was determined by GEOID03.
 HH0621
 HH0621.The dynamic height is computed by dividing the NAVD 88
 HH0621.geopotential number by the normal gravity value computed on the
 HH0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0621.degrees latitude (g = 980.6199 gals.).
 HH0621
 HH0621.The modeled gravity was interpolated from observed gravity values.
 HH0621
 HH0621;                    North         East    Units  Estimated Accuracy
 HH0621;SPC KS S     -   535,710.      214,380.      MT  (+/- 180 meters Scaled)
 HH0621
 HH0621                          SUPERSEDED SURVEY CONTROL
 HH0621
 HH0621.No superseded survey control is available for this station.
 HH0621
 HH0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG583926(NAD 83)
 HH0621_MARKER: I = METAL ROD
 HH0621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0621_SP_SET: STAINLESS STEEL ROD
 HH0621_STAMPING: M 352 1986
 HH0621_MARK LOGO: NGS   
 HH0621_PROJECTION: FLUSH
 HH0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0621_ROD/PIPE-DEPTH: 14.6 meters
 HH0621
 HH0621  HISTORY     - Date     Condition        Report By
 HH0621  HISTORY     - 1986     MONUMENTED       NGS
 HH0621
 HH0621                          STATION DESCRIPTION
 HH0621
 HH0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0621'5.9 KM (3.65 MI) EAST FROM PIERCEVILLE.
 HH0621'5.95 KM (3.72 MI) EAST ALONG US HIGHWAY 50 FROM THE T JUNCTION OF
 HH0621'PIERCEVILLE ROAD AT PIERCEVILLE, IN THE SOUTHEAST CORNER OF THE
 HH0621'JUNCTION OF A DIRT ROAD, 69.0 METERS (226.5 FT) SOUTH OF THE HIGHWAY
 HH0621'CENTERLINE, 14.7 METERS (48.5 FT) SOUTH OF THE SOUTH RAIL OF THE
 HH0621'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 9.7 METERS (32 FT) EAST OF THE
 HH0621'CENTER OF THE ROAD, 6.9 METERS (12.5 FT) NORTH OF A POWER POLE WITH
 HH0621'3-TRANSFORMERS, 3.0 METERS (10 FT) EAST OF A FENCE CORNER IN THE RIGHT
 HH0621'OF WAY FENCE AND 0.3 METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.
 HH0621'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0621'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 HH0621'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0638 ***********************************************************************
 HG0638  DESIGNATION -  M 353
 HG0638  PID         -  HG0638
 HG0638  STATE/COUNTY-  KS/FORD
 HG0638  USGS QUAD   -  FORT DODGE (1978)
 HG0638
 HG0638                         *CURRENT SURVEY CONTROL
 HG0638  ___________________________________________________________________
 HG0638* NAD 83(1986)-  37 44 38.     (N)    099 58 23.     (W)     SCALED    
 HG0638* NAVD 88     -       755.249  (meters)    2477.85   (feet)  ADJUSTED  
 HG0638  ___________________________________________________________________
 HG0638  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 HG0638  DYNAMIC HT  -         754.590 (meters)    2475.68  (feet)  COMP
 HG0638  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 HG0638
 HG0638  VERT ORDER  -  FIRST     CLASS II
 HG0638
 HG0638.The horizontal coordinates were scaled from a topographic map and have
 HG0638.an estimated accuracy of +/- 6 seconds.
 HG0638
 HG0638.The orthometric height was determined by differential leveling
 HG0638.and adjusted by the National Geodetic Survey in June 1991..
 HG0638
 HG0638.The geoid height was determined by GEOID03.
 HG0638
 HG0638.The dynamic height is computed by dividing the NAVD 88
 HG0638.geopotential number by the normal gravity value computed on the
 HG0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0638.degrees latitude (g = 980.6199 gals.).
 HG0638
 HG0638.The modeled gravity was interpolated from observed gravity values.
 HG0638
 HG0638;                    North         East    Units  Estimated Accuracy
 HG0638;SPC KS S     -   520,580.      270,180.      MT  (+/- 180 meters Scaled)
 HG0638
 HG0638                          SUPERSEDED SURVEY CONTROL
 HG0638
 HG0638.No superseded survey control is available for this station.
 HG0638
 HG0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG142778(NAD 83)
 HG0638_MARKER: I = METAL ROD
 HG0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0638_SP_SET: STAINLESS STEEL ROD
 HG0638_STAMPING: M 353 1986
 HG0638_MARK LOGO: NGS   
 HG0638_PROJECTION: FLUSH
 HG0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0638_ROD/PIPE-DEPTH: 12.2 meters
 HG0638
 HG0638  HISTORY     - Date     Condition        Report By
 HG0638  HISTORY     - 1986     MONUMENTED       NGS
 HG0638
 HG0638                          STATION DESCRIPTION
 HG0638
 HG0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0638'4.1 KM (2.55 MI) EAST FROM DODGE CITY.
 HG0638'4.17 KM (2.60 MI) EAST ALONG STATE HIGHWAY 154 FROM THE JUNCTION OF US
 HG0638'HIGHWAYS 56 AND 283 AT DODGE CITY, 0.53 KM (0.33 MI) EAST OF THE
 HG0638'JUNCTION OF STATE HIGHWAY 129, 0.42 KM (0.26 MI) WEST OF MILEPOST 3,
 HG0638'AT THE WILSON TRUCK TRAILER SALES LOT, 25.7 METERS (84.5 FT) NORTH OF
 HG0638'THE HIGHWAY CENTERLINE, 55.1 METERS (181 FT) WEST OF THE WEST GATE
 HG0638'POST FOR A GATE, 4.5 METERS (15 FT) SOUTH OF THE SOUTHWEST CORNER OF
 HG0638'THE FENCE AROUND THE LOT AND 0.3 METER (1 FT) EAST OF THE FENCE.
 HG0638'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0638'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 HG0638'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0663 ***********************************************************************
 HG0663  DESIGNATION -  M 354
 HG0663  PID         -  HG0663
 HG0663  STATE/COUNTY-  KS/KIOWA
 HG0663  USGS QUAD   -  BUCKLIN SE (1969)
 HG0663
 HG0663                         *CURRENT SURVEY CONTROL
 HG0663  ___________________________________________________________________
 HG0663* NAD 83(1986)-  37 34 31.     (N)    099 31 00.     (W)     SCALED    
 HG0663* NAVD 88     -       718.736  (meters)    2358.05   (feet)  ADJUSTED  
 HG0663  ___________________________________________________________________
 HG0663  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 HG0663  DYNAMIC HT  -         718.108 (meters)    2355.99  (feet)  COMP
 HG0663  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
 HG0663
 HG0663  VERT ORDER  -  FIRST     CLASS II
 HG0663
 HG0663.The horizontal coordinates were scaled from a topographic map and have
 HG0663.an estimated accuracy of +/- 6 seconds.
 HG0663
 HG0663.The orthometric height was determined by differential leveling
 HG0663.and adjusted by the National Geodetic Survey in June 1991..
 HG0663
 HG0663.The geoid height was determined by GEOID03.
 HG0663
 HG0663.The dynamic height is computed by dividing the NAVD 88
 HG0663.geopotential number by the normal gravity value computed on the
 HG0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0663.degrees latitude (g = 980.6199 gals.).
 HG0663
 HG0663.The modeled gravity was interpolated from observed gravity values.
 HG0663
 HG0663;                    North         East    Units  Estimated Accuracy
 HG0663;SPC KS S     -   501,330.      310,200.      MT  (+/- 180 meters Scaled)
 HG0663
 HG0663                          SUPERSEDED SURVEY CONTROL
 HG0663
 HG0663.No superseded survey control is available for this station.
 HG0663
 HG0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG543588(NAD 83)
 HG0663_MARKER: I = METAL ROD
 HG0663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0663_SP_SET: STAINLESS STEEL ROD
 HG0663_STAMPING: M 354 1986
 HG0663_MARK LOGO: NGS   
 HG0663_PROJECTION: FLUSH
 HG0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0663_ROD/PIPE-DEPTH: 12.2 meters
 HG0663
 HG0663  HISTORY     - Date     Condition        Report By
 HG0663  HISTORY     - 1986     MONUMENTED       NGS
 HG0663
 HG0663                          STATION DESCRIPTION
 HG0663
 HG0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0663'4.0 KM (2.5 MI) WEST FROM MULLINVILLE.
 HG0663'0.35 KM (0.2 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 HG0663'MULLINVILLE, THENCE 3.7 KM (2.3 MI) WEST ALONG US HIGHWAY 54, IN THE
 HG0663'SOUTHWEST CORNER OF THE JUNCTION OF A FIELD ENTRANCE ROAD, 0.4 KM
 HG0663'(0.25 MI) EAST OF THE JUNCTION OF A DIRT ROAD, 0.27 KM (0.15 MI) WEST
 HG0663'OF MILEPOST 95, 18.0 METERS (59 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 HG0663'3.8 METERS (12.5 FT) WEST OF THE CENTER OF THE ROAD, 0.7 METER (2.5
 HG0663'FT) WEST OF A CONCRETE RIGHT OF WAY POST AT THE WEST END OF A GATE AND
 HG0663'0.3 METER (1 FT) NORTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO
 HG0663'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0663'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0663'THE MARK IS 0.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0763 ***********************************************************************
 HG0763  DESIGNATION -  M 355
 HG0763  PID         -  HG0763
 HG0763  STATE/COUNTY-  KS/HARPER
 HG0763  USGS QUAD   -  ANTHONY (1983)
 HG0763
 HG0763                         *CURRENT SURVEY CONTROL
 HG0763  ___________________________________________________________________
 HG0763* NAD 83(1986)-  37 13 05.     (N)    098 02 24.     (W)     SCALED    
 HG0763* NAVD 88     -       423.899  (meters)    1390.74   (feet)  ADJUSTED  
 HG0763  ___________________________________________________________________
 HG0763  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HG0763  DYNAMIC HT  -         423.545 (meters)    1389.58  (feet)  COMP
 HG0763  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 HG0763
 HG0763  VERT ORDER  -  FIRST     CLASS II
 HG0763
 HG0763.The horizontal coordinates were scaled from a topographic map and have
 HG0763.an estimated accuracy of +/- 6 seconds.
 HG0763
 HG0763.The orthometric height was determined by differential leveling
 HG0763.and adjusted by the National Geodetic Survey in June 1991..
 HG0763
 HG0763.The geoid height was determined by GEOID03.
 HG0763
 HG0763.The dynamic height is computed by dividing the NAVD 88
 HG0763.geopotential number by the normal gravity value computed on the
 HG0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0763.degrees latitude (g = 980.6199 gals.).
 HG0763
 HG0763.The modeled gravity was interpolated from observed gravity values.
 HG0763
 HG0763;                    North         East    Units  Estimated Accuracy
 HG0763;SPC KS S     -   461,300.      440,830.      MT  (+/- 180 meters Scaled)
 HG0763
 HG0763                          SUPERSEDED SURVEY CONTROL
 HG0763
 HG0763.No superseded survey control is available for this station.
 HG0763
 HG0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG851194(NAD 83)
 HG0763_MARKER: I = METAL ROD
 HG0763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HG0763+WITH SETTING: INFORMATION.
 HG0763_SP_SET: SHALLOW-SET METAL ROD
 HG0763_STAMPING: M 355 1986
 HG0763_MARK LOGO: NGS   
 HG0763_PROJECTION: FLUSH
 HG0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0763_ROD/PIPE-DEPTH: 2.4  meters
 HG0763
 HG0763  HISTORY     - Date     Condition        Report By
 HG0763  HISTORY     - 1986     MONUMENTED       NGS
 HG0763
 HG0763                          STATION DESCRIPTION
 HG0763
 HG0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0763'7.3 KM (4.55 MI) NORTH FROM ANTHONY.
 HG0763'7.3 KM (4.55 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 HG0763'STATE HIGHWAY 44 AT ANTHONY, ACROSS THE HIGHWAY FROM THE CHAPARRAL
 HG0763'HIGHWAY SCHOOL, 24.7 METERS (81 FT) EAST OF THE HIGHWAY CENTERLINE,
 HG0763'25.4 METERS (83.5 FT) SOUTHEAST OF A CHAPARRL HIGH SCHOOL SIGN AND 0.8
 HG0763'METER (2.5 FT) SOUTH OF A POWER POLE.  ROD SET TO ANCHORED REFUSAL.
 HG0763'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0763'THE MARK IS 0.31 METERS  N FROM  A WITNESS POST
 HG0763'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0687 ***********************************************************************
 HG0687  DESIGNATION -  M 357
 HG0687  PID         -  HG0687
 HG0687  STATE/COUNTY-  KS/PRATT
 HG0687  USGS QUAD   -  CULLISON (1968)
 HG0687
 HG0687                         *CURRENT SURVEY CONTROL
 HG0687  ___________________________________________________________________
 HG0687* NAD 83(1986)-  37 37 43.     (N)    098 56 31.     (W)     SCALED    
 HG0687* NAVD 88     -       630.640  (meters)    2069.02   (feet)  ADJUSTED  
 HG0687  ___________________________________________________________________
 HG0687  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 HG0687  DYNAMIC HT  -         630.105 (meters)    2067.27  (feet)  COMP
 HG0687  MODELED GRAV-     979,762.0   (mgal)                       NAVD 88
 HG0687
 HG0687  VERT ORDER  -  FIRST     CLASS II
 HG0687
 HG0687.The horizontal coordinates were scaled from a topographic map and have
 HG0687.an estimated accuracy of +/- 6 seconds.
 HG0687
 HG0687.The orthometric height was determined by differential leveling
 HG0687.and adjusted by the National Geodetic Survey in June 1991..
 HG0687
 HG0687.The geoid height was determined by GEOID03.
 HG0687
 HG0687.The dynamic height is computed by dividing the NAVD 88
 HG0687.geopotential number by the normal gravity value computed on the
 HG0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0687.degrees latitude (g = 980.6199 gals.).
 HG0687
 HG0687.The modeled gravity was interpolated from observed gravity values.
 HG0687
 HG0687;                    North         East    Units  Estimated Accuracy
 HG0687;SPC KS S     -   506,850.      360,990.      MT  (+/- 180 meters Scaled)
 HG0687
 HG0687                          SUPERSEDED SURVEY CONTROL
 HG0687
 HG0687.No superseded survey control is available for this station.
 HG0687
 HG0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG051646(NAD 83)
 HG0687_MARKER: I = METAL ROD
 HG0687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0687_SP_SET: STAINLESS STEEL ROD
 HG0687_STAMPING: M 357 1986
 HG0687_MARK LOGO: NGS   
 HG0687_PROJECTION: FLUSH
 HG0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0687_ROD/PIPE-DEPTH: 11.0 meters
 HG0687
 HG0687  HISTORY     - Date     Condition        Report By
 HG0687  HISTORY     - 1986     MONUMENTED       NGS
 HG0687
 HG0687                          STATION DESCRIPTION
 HG0687
 HG0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0687'14.7 KM (9.15 MI) EAST FROM HAVILAND.
 HG0687'14.7 KM (9.15 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN
 HG0687'STREET AT HAVILAND, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT
 HG0687'ROAD, 0.1 KM (0.06 MI) WEST OF MILEPOST 127, 18.3 METERS (60 FT) NORTH
 HG0687'OF THE HIGHWAY CENTERLINE, 26.5 METERS (87 FT) WEST OF THE CENTER OF
 HG0687'THE ROAD AND 14.5 METERS (47.5 FT) SOUTH OF THE SOUTH RAIL OF THE
 HG0687'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD.  NOTE--ACCESS TO DATUM
 HG0687'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0687'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0687'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0441 ***********************************************************************
 JH0441  FBN         -  This is a Federal Base Network Control Station.
 JH0441  DESIGNATION -  M 358
 JH0441  PID         -  JH0441
 JH0441  STATE/COUNTY-  KS/FINNEY
 JH0441  USGS QUAD   -  SHALLOW WATER (1976)
 JH0441
 JH0441                         *CURRENT SURVEY CONTROL
 JH0441  ___________________________________________________________________
 JH0441* NAD 83(1997)-  38 15 53.99099(N)    100 53 35.15613(W)     ADJUSTED  
 JH0441* NAVD 88     -       886.671  (meters)    2909.02   (feet)  ADJUSTED  
 JH0441  ___________________________________________________________________
 JH0441  X           -    -947,709.725 (meters)                     COMP
 JH0441  Y           -  -4,924,581.147 (meters)                     COMP
 JH0441  Z           -   3,929,114.550 (meters)                     COMP
 JH0441  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 JH0441  ELLIP HEIGHT-         861.68  (meters)          (08/12/03) GPS OBS
 JH0441  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 JH0441  DYNAMIC HT  -         885.914 (meters)    2906.54  (feet)  COMP
 JH0441  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 JH0441
 JH0441  HORZ ORDER  -  A
 JH0441  VERT ORDER  -  FIRST     CLASS II
 JH0441  ELLP ORDER  -  FOURTH    CLASS I
 JH0441
 JH0441.The horizontal coordinates were established by GPS observations
 JH0441.and adjusted by the National Geodetic Survey in August 2003..
 JH0441
 JH0441.The orthometric height was determined by differential leveling
 JH0441.and adjusted by the National Geodetic Survey in June 1991..
 JH0441
 JH0441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JH0441
 JH0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0441
 JH0441.The ellipsoidal height was determined by GPS observations
 JH0441.and is referenced to NAD 83.
 JH0441
 JH0441.The geoid height was determined by GEOID03.
 JH0441
 JH0441.The dynamic height is computed by dividing the NAVD 88
 JH0441.geopotential number by the normal gravity value computed on the
 JH0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0441.degrees latitude (g = 980.6199 gals.).
 JH0441
 JH0441.The modeled gravity was interpolated from observed gravity values.
 JH0441
 JH0441;                    North         East     Units Scale Factor Converg.
 JH0441;SPC KS S     -   580,080.329   190,599.426   MT  0.99995425   -1 28 14.3
 JH0441;UTM  14      - 4,236,912.487   334,383.757   MT  0.99993781   -1 10 21.6
 JH0441
 JH0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0441!SPC KS S     -   0.99986481  x   0.99995425  =   0.99981907
 JH0441!UTM  14      -   0.99986481  x   0.99993781  =   0.99980263
 JH0441
 JH0441                          SUPERSEDED SURVEY CONTROL
 JH0441
 JH0441  NAD 83(1997)-  38 15 53.99622(N)    100 53 35.15584(W) AD(       ) 3
 JH0441  ELLIP H (10/02/98)  862.79   (m)                       GP(       ) 4 1
 JH0441  NAD 83(1986)-  38 15 53.99710(N)    100 53 35.15310(W) AD(       ) 3
 JH0441  NAVD 88 (08/12/03)  886.67   (m)         2909.0    (f) LEVELING    3  
 JH0441  NGVD 29 (10/18/91)  886.41   (m)         2908.2    (f) LEVELING    3  
 JH0441
 JH0441.Superseded values are not recommended for survey control.
 JH0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0441.See file dsdata.txt to determine how the superseded data were derived.
 JH0441
 JH0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3438436912(NAD 83)
 JH0441_MARKER: I = METAL ROD
 JH0441_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0441_SP_SET: STAINLESS STEEL ROD
 JH0441_STAMPING: M 358 1986
 JH0441_MARK LOGO: NGS   
 JH0441_PROJECTION: FLUSH
 JH0441_MAGNETIC: I = MARKER IS A STEEL ROD
 JH0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0441+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 JH0441_ROD/PIPE-DEPTH: 7.3  meters
 JH0441
 JH0441  HISTORY     - Date     Condition        Report By
 JH0441  HISTORY     - 1986     MONUMENTED       NGS
 JH0441  HISTORY     - 19910408 GOOD             NGS
 JH0441  HISTORY     - 20020808 GOOD             NGS
 JH0441
 JH0441                          STATION DESCRIPTION
 JH0441
 JH0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0441'24.7 KM (15.35 MI) SOUTH FROM SCOTT CITY.
 JH0441'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 JH0441'24.75 KM (15.5 MI) SOUTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0441'SCOTT CITY, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF A DIRT ROAD
 JH0441'WHICH IS THE SCOTT-FINNEY COUNTY LINE, 0.39 KM (0.24 MI) NORTHWEST OF
 JH0441'MILEPOST 91, 22.7 METERS (74.5 FT) SOUTHWEST OF THE HIGHWAY
 JH0441'CENTERLINE, 16.1 METERS (53 FT) SOUTH OF THE CENTER OF THE ROAD AND
 JH0441'0.5 METER (1.5 FT) NORTHWEST OF A CONCRETE RIGHT OF WAY POST.
 JH0441'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0441'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JH0441
 JH0441                          STATION RECOVERY (1991)
 JH0441
 JH0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JH0441'STATION IS LOCATED ABOUT 31 MI (49.9 KM) SOTHEAST OF LEOTI, 16 MI
 JH0441'(25.7 KM) SOUTH OF SCOTT CITY, 10 MI (16.1 KM) NORTH OF GARDEN CITY,
 JH0441'ON THE WEST SIDE U.S. HIGHWAY 83 R.O.W.  OWNERSHIP-KANSAS DEPARTMENT
 JH0441'OF TRANSPORTATION.
 JH0441'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83 AND 50 ON
 JH0441'THE NORTH SIDE OF GARDEN CITY, GO NORTH ON U.S. HIGHWAY 83 FOR 18.1
 JH0441'MI (29.1 KM) TO THE SCOTT-FINNEY COUNTY LINE. CONTINUE NORTH ON U.S.
 JH0441'HIGHWAY 83 FOR 0.1 MI (0.2 KM) TO JUNCTION OF FINNEY-SCOTT ROAD AND
 JH0441'THE STATION ON THE LEFT.
 JH0441'STATION IS 74.8 FT (22.8 M) SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 JH0441'83, 53.0 FT (16.2 M) SOUTH OF THE CENTER OF FINNEY-SCOTT ROAD, 37.0
 JH0441'FT (11.3 M) SOUTH OF A STOP SIGN, 28.0 FT (8.5 M) SOUTH OF A 36-IN
 JH0441'CONCRETE CULVERT, 1.5 FT (0.5 M) NORTH OF R-O-W MARKER, AND 1.0 FT
 JH0441'(0.3 M) SOUTH OF FIBERGLASS WITNESS POST.
 JH0441
 JH0441                          STATION RECOVERY (2002)
 JH0441
 JH0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 JH0441'RECOVERED AS DESCRIBED.  THE STATION IS LOCATED ABOUT 20 MI NORTH OF
 JH0441'GARDEN CITY.
 JH0441'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0713 ***********************************************************************
 HG0713  DESIGNATION -  M 359
 HG0713  PID         -  HG0713
 HG0713  STATE/COUNTY-  KS/PRATT
 HG0713  USGS QUAD   -  CAIRO (1967)
 HG0713
 HG0713                         *CURRENT SURVEY CONTROL
 HG0713  ___________________________________________________________________
 HG0713* NAD 83(1986)-  37 38 43.     (N)    098 33 34.     (W)     SCALED    
 HG0713* NAVD 88     -       531.841  (meters)    1744.88   (feet)  ADJUSTED  
 HG0713  ___________________________________________________________________
 HG0713  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 HG0713  DYNAMIC HT  -         531.395 (meters)    1743.42  (feet)  COMP
 HG0713  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 HG0713
 HG0713  VERT ORDER  -  FIRST     CLASS II
 HG0713
 HG0713.The horizontal coordinates were scaled from a topographic map and have
 HG0713.an estimated accuracy of +/- 6 seconds.
 HG0713
 HG0713.The orthometric height was determined by differential leveling
 HG0713.and adjusted by the National Geodetic Survey in June 1991..
 HG0713
 HG0713.The geoid height was determined by GEOID03.
 HG0713
 HG0713.The dynamic height is computed by dividing the NAVD 88
 HG0713.geopotential number by the normal gravity value computed on the
 HG0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0713.degrees latitude (g = 980.6199 gals.).
 HG0713
 HG0713.The modeled gravity was interpolated from observed gravity values.
 HG0713
 HG0713;                    North         East    Units  Estimated Accuracy
 HG0713;SPC KS S     -   508,610.      394,750.      MT  (+/- 180 meters Scaled)
 HG0713
 HG0713                          SUPERSEDED SURVEY CONTROL
 HG0713
 HG0713.No superseded survey control is available for this station.
 HG0713
 HG0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG388665(NAD 83)
 HG0713_MARKER: I = METAL ROD
 HG0713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0713_SP_SET: STAINLESS STEEL ROD
 HG0713_STAMPING: M 359 1986
 HG0713_MARK LOGO: NGS   
 HG0713_PROJECTION: FLUSH
 HG0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0713_ROD/PIPE-DEPTH: 15.8 meters
 HG0713
 HG0713  HISTORY     - Date     Condition        Report By
 HG0713  HISTORY     - 1986     MONUMENTED       NGS
 HG0713
 HG0713                          STATION DESCRIPTION
 HG0713
 HG0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0713'11.4 KM (7.1 MI) WEST FROM CUNNINGHAM.
 HG0713'11.42 KM (7.13 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF
 HG0713'COUNTY ROAD 359 AT CUNNINGHAM, 0.25 KM (0.15 MI) WEST OF THE JUNCTION
 HG0713'OF A PAVED ROAD, ALSO 15.69 KM (9.8 MI) EAST OF PRATT, 17.3 METERS (57
 HG0713'FT) SOUTH OF THE HIGHWAY CENTERLINE, 19.3 METERS (63.5 FT) SOUTHWEST
 HG0713'OF MILEPOST 148 AND 0.6 METER (2 FT) NORTH OF A POWER POLE.
 HG0713'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0713'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0713'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0359 ***********************************************************************
 HG0359  DESIGNATION -  M 36
 HG0359  PID         -  HG0359
 HG0359  STATE/COUNTY-  KS/PRATT
 HG0359  USGS QUAD   -  CAIRO (1967)
 HG0359
 HG0359                         *CURRENT SURVEY CONTROL
 HG0359  ___________________________________________________________________
 HG0359* NAD 83(1986)-  37 39 04.     (N)    098 32 16.     (W)     SCALED    
 HG0359* NAVD 88     -       521.027  (meters)    1709.40   (feet)  ADJUSTED  
 HG0359  ___________________________________________________________________
 HG0359  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 HG0359  DYNAMIC HT  -         520.590 (meters)    1707.97  (feet)  COMP
 HG0359  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 HG0359
 HG0359  VERT ORDER  -  FIRST     CLASS II
 HG0359
 HG0359.The horizontal coordinates were scaled from a topographic map and have
 HG0359.an estimated accuracy of +/- 6 seconds.
 HG0359
 HG0359.The orthometric height was determined by differential leveling
 HG0359.and adjusted by the National Geodetic Survey in June 1991..
 HG0359
 HG0359.The geoid height was determined by GEOID03.
 HG0359
 HG0359.The dynamic height is computed by dividing the NAVD 88
 HG0359.geopotential number by the normal gravity value computed on the
 HG0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0359.degrees latitude (g = 980.6199 gals.).
 HG0359
 HG0359.The modeled gravity was interpolated from observed gravity values.
 HG0359
 HG0359;                    North         East    Units  Estimated Accuracy
 HG0359;SPC KS S     -   509,260.      396,670.      MT  (+/- 180 meters Scaled)
 HG0359
 HG0359                          SUPERSEDED SURVEY CONTROL
 HG0359
 HG0359  NGVD 29 (??/??/92)  520.802  (m)         1708.66   (f) ADJ UNCH    1 2
 HG0359
 HG0359.Superseded values are not recommended for survey control.
 HG0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0359.See file dsdata.txt to determine how the superseded data were derived.
 HG0359
 HG0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG407672(NAD 83)
 HG0359_MARKER: DB = BENCH MARK DISK
 HG0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0359_SP_SET: CONCRETE POST
 HG0359_STAMPING: M 36 1934
 HG0359_MARK LOGO: CGS   
 HG0359_PROJECTION: PROJECTING 10 CENTIMETERS
 HG0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0359+STABILITY: SURFACE MOTION
 HG0359
 HG0359  HISTORY     - Date     Condition        Report By
 HG0359  HISTORY     - 1934     MONUMENTED       CGS
 HG0359  HISTORY     - 1953     GOOD             NGS
 HG0359  HISTORY     - 1986     GOOD             NGS
 HG0359
 HG0359                          STATION DESCRIPTION
 HG0359
 HG0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0359'11.2 MI E FROM PRATT.
 HG0359'ABOUT 11.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0359'RAILWAY FROM THE STATION AT PRATT, PRATT COUNTY, ABOUT 120 YARDS
 HG0359'WEST OF MILEPOST 68, 90 FEET EAST OF THE CENTER OF A COUNTY-ROAD
 HG0359'CROSSING, AND 48 FEET NORTH OF THE CENTER LINE OF THE TRACK.  A
 HG0359'STANDARD DISK, STAMPED M 36 1934 AND SET IN THE TOP OF A CONCRETE
 HG0359'POST.
 HG0359
 HG0359                          STATION RECOVERY (1953)
 HG0359
 HG0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HG0359'RECOVERED IN GOOD CONDITION.
 HG0359
 HG0359                          STATION RECOVERY (1986)
 HG0359
 HG0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0359'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.55 KM (5.96
 HG0359'MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF COUNTY ROAD 359 AT
 HG0359'CUNNINGHAM, THENCE 0.63 KM (0.40 MI) NORTH ALONG A GRAVEL ROAD, IN THE
 HG0359'NORTHEAST CORNER OF THE INTERSECTION OF THE ATCHISON, TOPEKA AND SANTA
 HG0359'FE RAILROAD, 25.6 METERS (84 FT) EAST OF THE CENTER OF THE ROAD,
 HG0359'13.4 METERS (44 FT) NORTH OF THE NORTH RAIL AND 0.6 METER (2 FT) SOUTH
 HG0359'OF A FENCE.
 HG0359'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0359'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0738 ***********************************************************************
 HG0738  DESIGNATION -  M 360
 HG0738  PID         -  HG0738
 HG0738  STATE/COUNTY-  KS/KINGMAN
 HG0738  USGS QUAD   -  KINGMAN NW (1967)
 HG0738
 HG0738                         *CURRENT SURVEY CONTROL
 HG0738  ___________________________________________________________________
 HG0738* NAD 83(1986)-  37 38 48.     (N)    098 09 16.     (W)     SCALED    
 HG0738* NAVD 88     -       483.835  (meters)    1587.38   (feet)  ADJUSTED  
 HG0738  ___________________________________________________________________
 HG0738  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0738  DYNAMIC HT  -         483.435 (meters)    1586.07  (feet)  COMP
 HG0738  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 HG0738
 HG0738  VERT ORDER  -  FIRST     CLASS II
 HG0738
 HG0738.The horizontal coordinates were scaled from a topographic map and have
 HG0738.an estimated accuracy of +/- 6 seconds.
 HG0738
 HG0738.The orthometric height was determined by differential leveling
 HG0738.and adjusted by the National Geodetic Survey in June 1991..
 HG0738
 HG0738.The geoid height was determined by GEOID03.
 HG0738
 HG0738.The dynamic height is computed by dividing the NAVD 88
 HG0738.geopotential number by the normal gravity value computed on the
 HG0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0738.degrees latitude (g = 980.6199 gals.).
 HG0738
 HG0738.The modeled gravity was interpolated from observed gravity values.
 HG0738
 HG0738;                    North         East    Units  Estimated Accuracy
 HG0738;SPC KS S     -   508,820.      430,490.      MT  (+/- 180 meters Scaled)
 HG0738
 HG0738                          SUPERSEDED SURVEY CONTROL
 HG0738
 HG0738.No superseded survey control is available for this station.
 HG0738
 HG0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG745669(NAD 83)
 HG0738_MARKER: I = METAL ROD
 HG0738_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0738_SP_SET: STAINLESS STEEL ROD
 HG0738_STAMPING: M 360 1986
 HG0738_MARK LOGO: NGS   
 HG0738_PROJECTION: FLUSH
 HG0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0738_ROD/PIPE-DEPTH: 11.2 meters
 HG0738
 HG0738  HISTORY     - Date     Condition        Report By
 HG0738  HISTORY     - 1986     MONUMENTED       NGS
 HG0738
 HG0738                          STATION DESCRIPTION
 HG0738
 HG0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0738'3.7 KM (2.3 MI) WEST FROM KINGMAN.
 HG0738'3.74 KM (2.33 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF STATE
 HG0738'HIGHWAY 14 SOUTH AT KINGMAN, IN THE SOUTHWEST CORNER OF THE JUNCTION
 HG0738'OF A DIRT COUNTY ROAD, 0.32 KM (0.19 MI) EAST OF MILEPOST 170, 51.2
 HG0738'METERS (168 FT) SOUTH OF THE HIGHWAY CENTERLINE, 5.0 METERS (16.5 FT)
 HG0738'WEST OF THE CENTER OF THE ROAD, 1.6 METERS (5.5 FT) NORTH OF THE NORTH
 HG0738'END OF A GATE AND 0.3 METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO
 HG0738'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0738'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HG0738'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0473 ***********************************************************************
 JH0473  DESIGNATION -  M 361
 JH0473  PID         -  JH0473
 JH0473  STATE/COUNTY-  KS/LOGAN
 JH0473  USGS QUAD   -  LAKE SCOTT NE (1976)
 JH0473
 JH0473                         *CURRENT SURVEY CONTROL
 JH0473  ___________________________________________________________________
 JH0473* NAD 83(1986)-  38 44 35.     (N)    100 52 01.     (W)     SCALED    
 JH0473* NAVD 88     -       894.162  (meters)    2933.60   (feet)  ADJUSTED  
 JH0473  ___________________________________________________________________
 JH0473  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JH0473  DYNAMIC HT  -         893.438 (meters)    2931.22  (feet)  COMP
 JH0473  MODELED GRAV-     979,787.9   (mgal)                       NAVD 88
 JH0473
 JH0473  VERT ORDER  -  FIRST     CLASS II
 JH0473
 JH0473.The horizontal coordinates were scaled from a topographic map and have
 JH0473.an estimated accuracy of +/- 6 seconds.
 JH0473
 JH0473.The orthometric height was determined by differential leveling
 JH0473.and adjusted by the National Geodetic Survey in June 1991..
 JH0473
 JH0473.The geoid height was determined by GEOID03.
 JH0473
 JH0473.The dynamic height is computed by dividing the NAVD 88
 JH0473.geopotential number by the normal gravity value computed on the
 JH0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0473.degrees latitude (g = 980.6199 gals.).
 JH0473
 JH0473.The modeled gravity was interpolated from observed gravity values.
 JH0473
 JH0473;                    North         East    Units  Estimated Accuracy
 JH0473;SPC KS N     -    49,430.      150,790.      MT  (+/- 180 meters Scaled)
 JH0473
 JH0473                          SUPERSEDED SURVEY CONTROL
 JH0473
 JH0473.No superseded survey control is available for this station.
 JH0473
 JH0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH377899(NAD 83)
 JH0473_MARKER: I = METAL ROD
 JH0473_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0473_SP_SET: STAINLESS STEEL ROD
 JH0473_STAMPING: M 361 1986
 JH0473_MARK LOGO: NGS   
 JH0473_PROJECTION: FLUSH
 JH0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0473_ROD/PIPE-DEPTH: 12.8 meters
 JH0473
 JH0473  HISTORY     - Date     Condition        Report By
 JH0473  HISTORY     - 1986     MONUMENTED       NGS
 JH0473
 JH0473                          STATION DESCRIPTION
 JH0473
 JH0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0473'29.4 KM (18.25 MI) NORTH FROM SCOTT CITY.
 JH0473'29.42 KM (18.38 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0473'SCOTT CITY, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD,
 JH0473'0.30 KM (0.18 MI) NORTH OF MILEPOST 125, 15.3 METERS (50.5 MI) WEST OF
 JH0473'THE HIGHWAY CENTERLINE, 14.2 METERS (46.5 FT) NORTH OF THE CENTER OF
 JH0473'THE ROAD, 1.2 METERS (4 FT) NORTH OF THE NORTH END OF A GATE AND 0.3
 JH0473'METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JH0473'THROUGH A 5-INCH LOGO CAP.
 JH0473'THE MARK IS 0.3 METERS  S FROM  THE HIGHWAY
 JH0473'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0459 ***********************************************************************
 KG0459  DESIGNATION -  M 362
 KG0459  PID         -  KG0459
 KG0459  STATE/COUNTY-  KS/TREGO
 KG0459  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0459
 KG0459                         *CURRENT SURVEY CONTROL
 KG0459  ___________________________________________________________________
 KG0459* NAD 83(1986)-  39 01 23.     (N)    099 53 12.     (W)     SCALED    
 KG0459* NAVD 88     -       750.034  (meters)    2460.74   (feet)  ADJUSTED  
 KG0459  ___________________________________________________________________
 KG0459  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 KG0459  DYNAMIC HT  -         749.468 (meters)    2458.88  (feet)  COMP
 KG0459  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 KG0459
 KG0459  VERT ORDER  -  FIRST     CLASS II
 KG0459
 KG0459.The horizontal coordinates were scaled from a topographic map and have
 KG0459.an estimated accuracy of +/- 6 seconds.
 KG0459
 KG0459.The orthometric height was determined by differential leveling
 KG0459.and adjusted by the National Geodetic Survey in June 1991..
 KG0459
 KG0459.The geoid height was determined by GEOID03.
 KG0459
 KG0459.The dynamic height is computed by dividing the NAVD 88
 KG0459.geopotential number by the normal gravity value computed on the
 KG0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0459.degrees latitude (g = 980.6199 gals.).
 KG0459
 KG0459.The modeled gravity was interpolated from observed gravity values.
 KG0459
 KG0459;                    North         East    Units  Estimated Accuracy
 KG0459;SPC KS N     -    78,270.      236,640.      MT  (+/- 180 meters Scaled)
 KG0459
 KG0459                          SUPERSEDED SURVEY CONTROL
 KG0459
 KG0459  NGVD 29 (02/14/92)  749.731  (m)         2459.74   (f) ADJUSTED    1 2
 KG0459
 KG0459.Superseded values are not recommended for survey control.
 KG0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0459.See file dsdata.txt to determine how the superseded data were derived.
 KG0459
 KG0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ232197(NAD 83)
 KG0459_MARKER: DB = BENCH MARK DISK
 KG0459_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KG0459_SP_SET: GRAIN ELEVATOR
 KG0459_STAMPING: M 362 1986
 KG0459_MARK LOGO: NGS   
 KG0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KG0459+STABILITY: POSITION/ELEVATION WELL
 KG0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KG0459+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 KG0459
 KG0459  HISTORY     - Date     Condition        Report By
 KG0459  HISTORY     - 1986     MONUMENTED       NGS
 KG0459  HISTORY     - 20060512 GOOD             GEOCAC
 KG0459
 KG0459                          STATION DESCRIPTION
 KG0459
 KG0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0459'IN WAKEENEY.
 KG0459'IN WAKEENEY, VERTICALLY IN THE SOUTH FACE OF THE SOUTHEAST SILO OF THE
 KG0459'EAST 1 OF 2 WAKEENEY CO-OP ELEVATORS, 24.0 METERS (79 FT) NORTH OF THE
 KG0459'CENTER OF SOUTH RAILROAD STREET AND 20.7 METERS (68 FT) EAST OF THE
 KG0459'EXTENDED CENTER OF THIRD STREET.
 KG0459
 KG0459                          STATION RECOVERY (2006)
 KG0459
 KG0459'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0459'THE DISK IS PAINTED OVER BUT READABLE AND IN GOOD CONDITION.  HANDHELD
 KG0459'COORDINATES ARE N39-01-24.06 W099-53-12.60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0672 ***********************************************************************
 HH0672  DESIGNATION -  M 363
 HH0672  PID         -  HH0672
 HH0672  STATE/COUNTY-  KS/KEARNY
 HH0672  USGS QUAD   -  DEERFIELD (1978)
 HH0672
 HH0672                         *CURRENT SURVEY CONTROL
 HH0672  ___________________________________________________________________
 HH0672* NAD 83(1986)-  37 58 25.     (N)    101 09 12.     (W)     SCALED    
 HH0672* NAVD 88     -       900.777  (meters)    2955.30   (feet)  ADJUSTED  
 HH0672  ___________________________________________________________________
 HH0672  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 HH0672  DYNAMIC HT  -         899.962 (meters)    2952.63  (feet)  COMP
 HH0672  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 HH0672
 HH0672  VERT ORDER  -  FIRST     CLASS II
 HH0672
 HH0672.The horizontal coordinates were scaled from a topographic map and have
 HH0672.an estimated accuracy of +/- 6 seconds.
 HH0672
 HH0672.The orthometric height was determined by differential leveling
 HH0672.and adjusted by the National Geodetic Survey in June 1991..
 HH0672
 HH0672.The geoid height was determined by GEOID03.
 HH0672
 HH0672.The dynamic height is computed by dividing the NAVD 88
 HH0672.geopotential number by the normal gravity value computed on the
 HH0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0672.degrees latitude (g = 980.6199 gals.).
 HH0672
 HH0672.The modeled gravity was interpolated from observed gravity values.
 HH0672
 HH0672;                    North         East    Units  Estimated Accuracy
 HH0672;SPC KS S     -   548,370.      166,910.      MT  (+/- 180 meters Scaled)
 HH0672
 HH0672                          SUPERSEDED SURVEY CONTROL
 HH0672
 HH0672.No superseded survey control is available for this station.
 HH0672
 HH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH108050(NAD 83)
 HH0672_MARKER: I = METAL ROD
 HH0672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0672_SP_SET: STAINLESS STEEL ROD
 HH0672_STAMPING: M 363 1986
 HH0672_MARK LOGO: NGS   
 HH0672_PROJECTION: FLUSH
 HH0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0672_ROD/PIPE-DEPTH: 12.  meters
 HH0672
 HH0672  HISTORY     - Date     Condition        Report By
 HH0672  HISTORY     - 1986     MONUMENTED       NGS
 HH0672
 HH0672                          STATION DESCRIPTION
 HH0672
 HH0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0672'10.3 KM (6.4 MI) EAST FROM LAKIN.
 HH0672'10.3 KM (6.4 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0672'ROUTE 25 IN LAKIN, AT A FIELD ENTRANCE ROAD LEADING SOUTH, 17.5 METERS
 HH0672'(57.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.5 METERS (24.5 FT) EAST
 HH0672'OF THE EAST END OF A PIPE CULVERT, 10.0 METERS (33 FT) EAST OF THE
 HH0672'CENTER OF THE ROAD AND 0.5 METER (1.5 FT) NORTH OF A RIGHT OF WAY
 HH0672'POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0672'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HH0672'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0512 ***********************************************************************
 KG0512  DESIGNATION -  M 364
 KG0512  PID         -  KG0512
 KG0512  STATE/COUNTY-  KS/NORTON
 KG0512  USGS QUAD   -  EDMOND NW (1978)
 KG0512
 KG0512                         *CURRENT SURVEY CONTROL
 KG0512  ___________________________________________________________________
 KG0512* NAD 83(1986)-  39 43 28.     (N)    099 53 22.     (W)     SCALED    
 KG0512* NAVD 88     -       722.799  (meters)    2371.38   (feet)  ADJUSTED  
 KG0512  ___________________________________________________________________
 KG0512  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 KG0512  DYNAMIC HT  -         722.311 (meters)    2369.78  (feet)  COMP
 KG0512  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 KG0512
 KG0512  VERT ORDER  -  FIRST     CLASS II
 KG0512
 KG0512.The horizontal coordinates were scaled from a topographic map and have
 KG0512.an estimated accuracy of +/- 6 seconds.
 KG0512
 KG0512.The orthometric height was determined by differential leveling
 KG0512.and adjusted by the National Geodetic Survey in June 1991..
 KG0512
 KG0512.The geoid height was determined by GEOID03.
 KG0512
 KG0512.The dynamic height is computed by dividing the NAVD 88
 KG0512.geopotential number by the normal gravity value computed on the
 KG0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0512.degrees latitude (g = 980.6199 gals.).
 KG0512
 KG0512.The modeled gravity was interpolated from observed gravity values.
 KG0512
 KG0512;                    North         East    Units  Estimated Accuracy
 KG0512;SPC KS N     -   156,120.      238,020.      MT  (+/- 180 meters Scaled)
 KG0512
 KG0512                          SUPERSEDED SURVEY CONTROL
 KG0512
 KG0512  NGVD 29 (02/14/92)  722.530  (m)         2370.50   (f) ADJUSTED    1 2
 KG0512
 KG0512.Superseded values are not recommended for survey control.
 KG0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0512.See file dsdata.txt to determine how the superseded data were derived.
 KG0512
 KG0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ237975(NAD 83)
 KG0512_MARKER: I = METAL ROD
 KG0512_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KG0512_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KG0512_STAMPING: M 364 1986
 KG0512_MARK LOGO: NGS   
 KG0512_PROJECTION: FLUSH
 KG0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KG0512+STABILITY: POSITION/ELEVATION WELL
 KG0512_ROD/PIPE-DEPTH: 11.0 meters
 KG0512_SLEEVE-DEPTH  : 9.1 meters
 KG0512
 KG0512  HISTORY     - Date     Condition        Report By
 KG0512  HISTORY     - 1986     MONUMENTED       NGS
 KG0512  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 KG0512
 KG0512                          STATION DESCRIPTION
 KG0512
 KG0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0512'12.5 KM (7.75 MI) SOUTH FROM NORTON.
 KG0512'12.5 KM (7.8 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0512'HIGHWAY 36 AT NORTON, AT THE SOUTHEAST CORNER OF AN OIL FIELD, 0.48 KM
 KG0512'(0.3 MI) NORTH OF MILEPOST 198, 0.2 KM (0.1 MI) SOUTH OF THE JUNCTION
 KG0512'OF A DIRT ROAD, 18.9 METERS (62 FT) WEST OF THE HIGHWAY CENTERLINE,
 KG0512'39.6 METERS (130 FT) SOUTHEAST OF A 6 BY 12 FOOT METAL SHED, 14.9
 KG0512'METERS (49 FT) SOUTH OF THE CENTER OF THE SOUTH OIL FIELD ENTRANCE
 KG0512'ROAD, 1.8 METERS (6 FT) SOUTHEAST OF A FENCE CORNER AND 1.0 METER (3.5
 KG0512'FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 KG0512'HAD THROUGH A 5-INCH LOGO CAP.
 KG0512'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KG0512'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 KG0512
 KG0512                          STATION RECOVERY (2006)
 KG0512
 KG0512'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0512'SEARCHED FOR BUT DID NOT FIND THE METAL ROD.  THERE IS AN NGS VERTICAL
 KG0512'CONTROL MARK STAMPED M 364 RESET 1998 NEAR THE DESCRIBED LOCATION.
 KG0512'THE VERTICAL CONTROL MARK IS ABOUT 81 FEET WEST OF THE CENTERLINE OF
 KG0512'US HIGHWAY 283, THREE FEET NORTH-NORTHEAST OF A
 KG0512'CONCRETE RIGHT OF WAY POST, THREE FEET EAST OF A BARBED WIRE FENCE AND
 KG0512'ORANGE CARSONITE WITNESS POST, AND AT HANDHLED COORDINATES
 KG0512'N39-43-28.32 W099-53-23.64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0494 ***********************************************************************
 KG0494  DESIGNATION -  M 365
 KG0494  PID         -  KG0494
 KG0494  STATE/COUNTY-  KS/GRAHAM
 KG0494  USGS QUAD   -  EDMOND SE (1978)
 KG0494
 KG0494                         *CURRENT SURVEY CONTROL
 KG0494  ___________________________________________________________________
 KG0494* NAD 83(1986)-  39 30 08.     (N)    099 50 39.     (W)     SCALED    
 KG0494* NAVD 88     -       742.602  (meters)    2436.35   (feet)  ADJUSTED  
 KG0494  ___________________________________________________________________
 KG0494  GEOID HEIGHT-         -25.28  (meters)                     GEOID03
 KG0494  DYNAMIC HT  -         742.076 (meters)    2434.63  (feet)  COMP
 KG0494  MODELED GRAV-     979,893.8   (mgal)                       NAVD 88
 KG0494
 KG0494  VERT ORDER  -  FIRST     CLASS II
 KG0494
 KG0494.The horizontal coordinates were scaled from a topographic map and have
 KG0494.an estimated accuracy of +/- 6 seconds.
 KG0494
 KG0494.The orthometric height was determined by differential leveling
 KG0494.and adjusted by the National Geodetic Survey in June 1991..
 KG0494
 KG0494.The geoid height was determined by GEOID03.
 KG0494
 KG0494.The dynamic height is computed by dividing the NAVD 88
 KG0494.geopotential number by the normal gravity value computed on the
 KG0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0494.degrees latitude (g = 980.6199 gals.).
 KG0494
 KG0494.The modeled gravity was interpolated from observed gravity values.
 KG0494
 KG0494;                    North         East    Units  Estimated Accuracy
 KG0494;SPC KS N     -   131,380.      241,400.      MT  (+/- 180 meters Scaled)
 KG0494
 KG0494                          SUPERSEDED SURVEY CONTROL
 KG0494
 KG0494  NGVD 29 (02/14/92)  742.316  (m)         2435.42   (f) ADJUSTED    1 2
 KG0494
 KG0494.Superseded values are not recommended for survey control.
 KG0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0494.See file dsdata.txt to determine how the superseded data were derived.
 KG0494
 KG0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ274728(NAD 83)
 KG0494_MARKER: I = METAL ROD
 KG0494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0494_SP_SET: STAINLESS STEEL ROD
 KG0494_STAMPING: M 365 1986
 KG0494_MARK LOGO: NGS   
 KG0494_PROJECTION: FLUSH
 KG0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0494_ROD/PIPE-DEPTH: 10.9 meters
 KG0494
 KG0494  HISTORY     - Date     Condition        Report By
 KG0494  HISTORY     - 1986     MONUMENTED       NGS
 KG0494
 KG0494                          STATION DESCRIPTION
 KG0494
 KG0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0494'15.1 KM (9.4 MI) NORTH FROM HILL CITY.
 KG0494'15.09 KM (9.43 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0494'HIGHWAY 24 AT HILL CITY, IN THE NORTHEAST CORNER OF THE T JUNCTION OF
 KG0494'A FIELD ENTRANCE ROAD, 0.13 KM (0.08 MI) SOUTH OF MILEPOST 181, 18.7
 KG0494'METERS (61.5 FT) EAST OF THE HIGHWAY CENTERLINE, 6.7 METERS (22 FT)
 KG0494'NORTH OF THE CENTER OF THE ROAD AND 1.6 METERS (5.5 FT) WEST OF A
 KG0494'POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KG0494'CAP.
 KG0494'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KG0494'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1067 ***********************************************************************
 KE1067  DESIGNATION -  M 367
 KE1067  PID         -  KE1067
 KE1067  STATE/COUNTY-  KS/SHAWNEE
 KE1067  USGS QUAD   -  GRANTVILLE (1983)
 KE1067
 KE1067                         *CURRENT SURVEY CONTROL
 KE1067  ___________________________________________________________________
 KE1067* NAD 83(1986)-  39 02 40.     (N)    095 36 48.     (W)     SCALED    
 KE1067* NAVD 88     -       288.102  (meters)     945.21   (feet)  ADJUSTED  
 KE1067  ___________________________________________________________________
 KE1067  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 KE1067  DYNAMIC HT  -         287.914 (meters)     944.60  (feet)  COMP
 KE1067  MODELED GRAV-     979,969.2   (mgal)                       NAVD 88
 KE1067
 KE1067  VERT ORDER  -  FIRST     CLASS II
 KE1067
 KE1067.The horizontal coordinates were scaled from a topographic map and have
 KE1067.an estimated accuracy of +/- 6 seconds.
 KE1067
 KE1067.The orthometric height was determined by differential leveling
 KE1067.and adjusted by the National Geodetic Survey in June 1991..
 KE1067
 KE1067.The geoid height was determined by GEOID03.
 KE1067
 KE1067.The dynamic height is computed by dividing the NAVD 88
 KE1067.geopotential number by the normal gravity value computed on the
 KE1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1067.degrees latitude (g = 980.6199 gals.).
 KE1067
 KE1067.The modeled gravity was interpolated from observed gravity values.
 KE1067
 KE1067;                    North         East    Units  Estimated Accuracy
 KE1067;SPC KS N     -    81,660.      606,590.      MT  (+/- 180 meters Scaled)
 KE1067
 KE1067                          SUPERSEDED SURVEY CONTROL
 KE1067
 KE1067.No superseded survey control is available for this station.
 KE1067
 KE1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD738249(NAD 83)
 KE1067_MARKER: I = METAL ROD
 KE1067_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1067_SP_SET: STAINLESS STEEL ROD
 KE1067_STAMPING: M 367 1986
 KE1067_MARK LOGO: NGS   
 KE1067_PROJECTION: RECESSED 1 CENTIMETERS
 KE1067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1067_ROD/PIPE-DEPTH: 7.7  meters
 KE1067
 KE1067  HISTORY     - Date     Condition        Report By
 KE1067  HISTORY     - 1986     MONUMENTED       NGS
 KE1067  HISTORY     - 20051126 MARK NOT FOUND   GEOCAC
 KE1067
 KE1067                          STATION DESCRIPTION
 KE1067
 KE1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1067'7.2 KM (4.5 MI) EAST FROM TOPEKA.
 KE1067'0.7 KM (0.45 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KE1067'STATION IN TOPEKA, THENCE 1.9 KM (1.2 MI) SOUTH ALONG THE SANTA FE
 KE1067'RAILROAD, THENCE 4.6 KM (2.85 MI) EASTERLY ALONG U.S. HIGHWAY 40,
 KE1067'61.3 M (201.1 FT) NORTH OF THE CENTER OF THE HIGHWAY, 23.2 M (76.1 FT)
 KE1067'NORTHWEST OF THE NORTHWEST CORNER OF THE E-Z SHOP FOOD STORE, 15.0 M
 KE1067'(49.2 FT) NORTH OF A DRIVEWAY, 10.5 M (34.4 FT) EAST OF THE CENTER OF
 KE1067'CROCO ROAD, AND 0.7 M (2.3 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS
 KE1067'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1067'THE MARK IS 0.6 M ABOVE THE ROAD.
 KE1067
 KE1067                          STATION RECOVERY (2005)
 KE1067
 KE1067'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1067'USING THE BUILDING AND DRIVEWAY REFERENCE MEASURMENTS A VISUAL SEARCH
 KE1067'OF THE AREA WAS CONDUCTED WITHOUT SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1592 ***********************************************************************
 JE1592  DESIGNATION -  M 368
 JE1592  PID         -  JE1592
 JE1592  STATE/COUNTY-  KS/DOUGLAS
 JE1592  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1592
 JE1592                         *CURRENT SURVEY CONTROL
 JE1592  ___________________________________________________________________
 JE1592* NAD 83(1986)-  38 58 09.     (N)    095 13 37.     (W)     SCALED    
 JE1592* NAVD 88     -       251.834  (meters)     826.23   (feet)  ADJUSTED  
 JE1592  ___________________________________________________________________
 JE1592  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JE1592  DYNAMIC HT  -         251.668 (meters)     825.68  (feet)  COMP
 JE1592  MODELED GRAV-     979,964.6   (mgal)                       NAVD 88
 JE1592
 JE1592  VERT ORDER  -  FIRST     CLASS II
 JE1592
 JE1592.The horizontal coordinates were scaled from a topographic map and have
 JE1592.an estimated accuracy of +/- 6 seconds.
 JE1592
 JE1592.The orthometric height was determined by differential leveling
 JE1592.and adjusted by the National Geodetic Survey in June 1991..
 JE1592
 JE1592.The geoid height was determined by GEOID03.
 JE1592
 JE1592.The dynamic height is computed by dividing the NAVD 88
 JE1592.geopotential number by the normal gravity value computed on the
 JE1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1592.degrees latitude (g = 980.6199 gals.).
 JE1592
 JE1592.The modeled gravity was interpolated from observed gravity values.
 JE1592
 JE1592;                    North         East    Units  Estimated Accuracy
 JE1592;SPC KS N     -    74,260.      640,280.      MT  (+/- 180 meters Scaled)
 JE1592
 JE1592                          SUPERSEDED SURVEY CONTROL
 JE1592
 JE1592.No superseded survey control is available for this station.
 JE1592
 JE1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD070157(NAD 83)
 JE1592_MARKER: I = METAL ROD
 JE1592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JE1592_SP_SET: STAINLESS STEEL ROD
 JE1592_STAMPING: M 368 1986
 JE1592_MARK LOGO: NGS   
 JE1592_PROJECTION: FLUSH
 JE1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1592+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 JE1592_ROD/PIPE-DEPTH: 17.1 meters
 JE1592
 JE1592  HISTORY     - Date     Condition        Report By
 JE1592  HISTORY     - 1986     MONUMENTED       NGS
 JE1592  HISTORY     - 20060819 GOOD             GEOCAC
 JE1592
 JE1592                          STATION DESCRIPTION
 JE1592
 JE1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1592'IN LAWRENCE.
 JE1592'IN LAWRENCE, AT THE INTERSECTION OF 8TH STREET AND THE SANTA FE
 JE1592'RAILROAD, 17.4 M (57.1 FT) SOUTH OF THE CENTER OF THE STREET, 11.5 M
 JE1592'(37.7 FT) SOUTHWEST OF THE NEAR RAIL, 9.1 M (29.9 FT) SOUTHWEST OF A
 JE1592'UTILITY POLE, 3.5 M (11.5 FT) NORTHEAST OF THE NEAR RAIL, AND 1.2 M
 JE1592'(3.9 FT) NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 JE1592'HAD THROUGH A 5-INCH LOGO CAP.
 JE1592'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JE1592'THE MARK IS ABOVE LEVEL WITH THE STREET.
 JE1592
 JE1592                          STATION RECOVERY (2006)
 JE1592
 JE1592'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1592'THE NEAREST UTILITY POLE AND THE WITNESS POST HAVE BEEN REMOVED.
 JE1592'HH2 N38 58 09.2 W95 13 36.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1074 ***********************************************************************
 HF1074  DESIGNATION -  M 369
 HF1074  PID         -  HF1074
 HF1074  STATE/COUNTY-  KS/RENO
 HF1074  USGS QUAD   -  ELMER (1961)
 HF1074
 HF1074                         *CURRENT SURVEY CONTROL
 HF1074  ___________________________________________________________________
 HF1074* NAD 83(1986)-  37 57 18.     (N)    097 56 57.     (W)     SCALED    
 HF1074* NAVD 88     -       471.800  (meters)    1547.90   (feet)  ADJUSTED  
 HF1074  ___________________________________________________________________
 HF1074  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 HF1074  DYNAMIC HT  -         471.436 (meters)    1546.70  (feet)  COMP
 HF1074  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 HF1074
 HF1074  VERT ORDER  -  FIRST     CLASS II
 HF1074
 HF1074.The horizontal coordinates were scaled from a topographic map and have
 HF1074.an estimated accuracy of +/- 6 seconds.
 HF1074
 HF1074.The orthometric height was determined by differential leveling
 HF1074.and adjusted by the National Geodetic Survey in June 1991..
 HF1074
 HF1074.The geoid height was determined by GEOID03.
 HF1074
 HF1074.The dynamic height is computed by dividing the NAVD 88
 HF1074.geopotential number by the normal gravity value computed on the
 HF1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1074.degrees latitude (g = 980.6199 gals.).
 HF1074
 HF1074.The modeled gravity was interpolated from observed gravity values.
 HF1074
 HF1074;                    North         East    Units  Estimated Accuracy
 HF1074;SPC KS S     -   543,130.      448,410.      MT  (+/- 180 meters Scaled)
 HF1074
 HF1074                          SUPERSEDED SURVEY CONTROL
 HF1074
 HF1074.No superseded survey control is available for this station.
 HF1074
 HF1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH923013(NAD 83)
 HF1074_MARKER: I = METAL ROD
 HF1074_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HF1074_SP_SET: STAINLESS STEEL ROD
 HF1074_STAMPING: M 369 1986
 HF1074_MARK LOGO: NGS   
 HF1074_PROJECTION: FLUSH
 HF1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF1074_ROD/PIPE-DEPTH: 10.1 meters
 HF1074
 HF1074  HISTORY     - Date     Condition        Report By
 HF1074  HISTORY     - 1986     MONUMENTED       NGS
 HF1074
 HF1074                          STATION DESCRIPTION
 HF1074
 HF1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HF1074'11.4 KM (7.1 MI) SW FROM HUTCHINSON.
 HF1074'5.0 KM (3.1 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 HF1074'STATE HIGHWAY 61 IN HUTCHINSON, THENCE 6.4 KM (4.0 MI) SOUTHERLY ALONG
 HF1074'THE SANTA FE RAILROAD, 16.8 M (55.1 FT) SOUTH OF THE CENTER OF A DIRT
 HF1074'ROAD, 12.1 M (39.7 FT) EAST OF THE NEAR RAIL, AND 6.0 M (19.7 FT)
 HF1074'SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HF1074'5-INCH LOGO CAP.
 HF1074'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HF1074'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0125 ***********************************************************************
 JH0125  DESIGNATION -  M 37
 JH0125  PID         -  JH0125
 JH0125  STATE/COUNTY-  KS/SCOTT
 JH0125  USGS QUAD   -  LAKE SCOTT SE (1978)
 JH0125
 JH0125                         *CURRENT SURVEY CONTROL
 JH0125  ___________________________________________________________________
 JH0125* NAD 83(1986)-  38 32 28.     (N)    100 45 37.     (W)     SCALED    
 JH0125* NAVD 88     -       897.958  (meters)    2946.05   (feet)  ADJUSTED  
 JH0125  ___________________________________________________________________
 JH0125  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 JH0125  DYNAMIC HT  -         897.202 (meters)    2943.57  (feet)  COMP
 JH0125  MODELED GRAV-     979,756.9   (mgal)                       NAVD 88
 JH0125
 JH0125  VERT ORDER  -  SECOND    CLASS 0
 JH0125
 JH0125.The horizontal coordinates were scaled from a topographic map and have
 JH0125.an estimated accuracy of +/- 6 seconds.
 JH0125
 JH0125.The orthometric height was determined by differential leveling
 JH0125.and adjusted by the National Geodetic Survey in June 1991..
 JH0125
 JH0125.The geoid height was determined by GEOID03.
 JH0125
 JH0125.The dynamic height is computed by dividing the NAVD 88
 JH0125.geopotential number by the normal gravity value computed on the
 JH0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0125.degrees latitude (g = 980.6199 gals.).
 JH0125
 JH0125.The modeled gravity was interpolated from observed gravity values.
 JH0125
 JH0125;                    North         East    Units  Estimated Accuracy
 JH0125;SPC KS S     -   610,430.      202,960.      MT  (+/- 180 meters Scaled)
 JH0125
 JH0125                          SUPERSEDED SURVEY CONTROL
 JH0125
 JH0125  NGVD 29 (??/??/92)  897.653  (m)         2945.05   (f) ADJ UNCH    2 0
 JH0125
 JH0125.Superseded values are not recommended for survey control.
 JH0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0125.See file dsdata.txt to determine how the superseded data were derived.
 JH0125
 JH0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH465673(NAD 83)
 JH0125_MARKER: DB = BENCH MARK DISK
 JH0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0125+STABILITY: SURFACE MOTION
 JH0125
 JH0125  HISTORY     - Date     Condition        Report By
 JH0125  HISTORY     - UNK      MONUMENTED       CGS
 JH0125  HISTORY     - 1934     GOOD             NGS
 JH0125
 JH0125                          STATION DESCRIPTION
 JH0125
 JH0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0125'2.2 MI W FROM MANNING.
 JH0125'2.2 MILES WEST BY RAIL, LOCATED ALONG THE R. OF W. OF THE MO.
 JH0125'P.R.R. N.E. CORNER SECTION 32 R31W T17S, 40 YDS SOUTH POLE
 JH0125'673-30, 52 FT WEST CENTER LINE OF SECTION LINE ROAD, 48 FT
 JH0125'S.E. CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0765 ***********************************************************************
 KF0765  DESIGNATION -  M 370
 KF0765  PID         -  KF0765
 KF0765  STATE/COUNTY-  KS/RILEY
 KF0765  USGS QUAD   -  KEATS (1992)
 KF0765
 KF0765                         *CURRENT SURVEY CONTROL
 KF0765  ___________________________________________________________________
 KF0765* NAD 83(1997)-  39 07 52.98796(N)    096 40 21.91554(W)     ADJUSTED  
 KF0765* NAVD 88     -       317.399  (meters)    1041.33   (feet)  ADJUSTED  
 KF0765  ___________________________________________________________________
 KF0765  X           -    -575,688.709 (meters)                     COMP
 KF0765  Y           -  -4,920,797.395 (meters)                     COMP
 KF0765  Z           -   4,003,823.401 (meters)                     COMP
 KF0765  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 KF0765  ELLIP HEIGHT-         287.54  (meters)          (07/29/04) GPS OBS
 KF0765  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 KF0765  DYNAMIC HT  -         317.186 (meters)    1040.63  (feet)  COMP
 KF0765  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 KF0765
 KF0765  HORZ ORDER  -  FIRST
 KF0765  VERT ORDER  -  FIRST     CLASS II
 KF0765  ELLP ORDER  -  FOURTH    CLASS II
 KF0765
 KF0765.The horizontal coordinates were established by GPS observations
 KF0765.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 KF0765
 KF0765.The orthometric height was determined by differential leveling
 KF0765.and adjusted by the National Geodetic Survey in June 1991..
 KF0765
 KF0765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0765
 KF0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0765
 KF0765.The ellipsoidal height was determined by GPS observations
 KF0765.and is referenced to NAD 83.
 KF0765
 KF0765.The geoid height was determined by GEOID03.
 KF0765
 KF0765.The dynamic height is computed by dividing the NAVD 88
 KF0765.geopotential number by the normal gravity value computed on the
 KF0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0765.degrees latitude (g = 980.6199 gals.).
 KF0765
 KF0765.The modeled gravity was interpolated from observed gravity values.
 KF0765
 KF0765;                    North         East     Units Scale Factor Converg.
 KF0765;SPC KS N     -    89,433.533   514,752.771   MT  0.99995901   +0 50 23.2
 KF0765;UTM  14      - 4,333,935.790   701,158.437   MT  1.00009827   +1 28 09.2
 KF0765
 KF0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0765!SPC KS N     -   0.99995489  x   0.99995901  =   0.99991390
 KF0765!UTM  14      -   0.99995489  x   1.00009827  =   1.00005315
 KF0765
 KF0765                          SUPERSEDED SURVEY CONTROL
 KF0765
 KF0765  ELLIP H (03/07/02)  287.53   (m)                       GP(       ) 4 2
 KF0765  NAVD 88 (03/07/02)  317.40   (m)         1041.3    (f) LEVELING    3  
 KF0765
 KF0765.Superseded values are not recommended for survey control.
 KF0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0765.See file dsdata.txt to determine how the superseded data were derived.
 KF0765
 KF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0115833936(NAD 83)
 KF0765_MARKER: I = METAL ROD
 KF0765_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KF0765_SP_SET: STAINLESS STEEL ROD
 KF0765_STAMPING: M 370 1986
 KF0765_MARK LOGO: NGS   
 KF0765_PROJECTION: FLUSH
 KF0765_MAGNETIC: I = MARKER IS A STEEL ROD
 KF0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0765+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2001
 KF0765_ROD/PIPE-DEPTH: 14.0 meters
 KF0765
 KF0765  HISTORY     - Date     Condition        Report By
 KF0765  HISTORY     - 1986     MONUMENTED       NGS
 KF0765  HISTORY     - 20010427 GOOD             MSAM
 KF0765
 KF0765                          STATION DESCRIPTION
 KF0765
 KF0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0765'12.0 KM (7.45 MI) WEST FROM MANHATTAN.
 KF0765'12.0 KM (7.45 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0765'STATION IN MANHATTAN, 13.2 M (43.3 FT) SOUTHEAST OF THE NEAR RAIL, 8.0
 KF0765'M (26.2 FT) NORTH OF THE CENTER OF COUNTY ROAD 5700 WEST, AND 2.0 M
 KF0765'(6.6 FT) NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 KF0765'HAD THROUGH A 5-INCH LOGO CAP.
 KF0765'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 KF0765'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KF0765
 KF0765                          STATION RECOVERY (2001)
 KF0765
 KF0765'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 KF0765'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 KF0765' 
 KF0765'THE STATION IS LOCATED ABOUT 10.46 KM (6.5 MI) SOUTHWEST OF
 KF0765'MANHATTAN, KANSAS, 3.7 KM (2.3 MI) NORTH OF OGDEN, KANSAS. IT IS IN
 KF0765'THE
 KF0765'NORTHEAST CORNER OF THE INTERSECTION OF COUNTY ROAD
 KF0765'2400 (WILDCAT CREEK ROAD), AND THE RAILROAD PARALLEL TO STATE
 KF0765'HIGHWAY 18.
 KF0765' 
 KF0765'TO REACH THE STATION FROM THE INTERCHANGE OF STATE HIGHWAY 113
 KF0765'(SETH CHILD RD) AND STATE HIGHWAY 18 (FT RILEY BOULEVARD) IN
 KF0765'MANHATTAN, KANSAS, GO 7.7 KM (4.8 MI), SOUTHWEST ON STATE ROAD 18 TO
 KF0765'THE INTERSECTION OF COUNTY ROAD 2400. TURN LEFT, EAST FOR 0.16 KM
 KF0765'(0.1 MI) BEYOND THE RAILROAD TRACKS ON COUNTY ROAD 2400, STATION ON
 KF0765'YOUR LEFT.
 KF0765' 
 KF0765'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD
 KF0765'DRIVEN TO REFUSAL AT A DEPTH OF 14.0 M (45.9 FT), NO SLEEVE, ENCLOSED
 KF0765'IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH
 KF0765'WITH THE GROUND. IT IS 20.8 M (68.2 FT) NORTH NORTHWEST FROM A 20.3
 KF0765'CM (8 IN) DIAMETER TREE ACROSS COUNTY ROAD 2400, 16.60 M (54.5 FT)
 KF0765'NORTHEAST RAILROAD CROSSING SIGN, 7.4 M (24.3 FT) EAST OF A UTILITY
 KF0765'POLE, 13.1 M (43.0 FT) EAST OF THE EAST RAILROAD TRACK, 0.3M (1.0 FT)
 KF0765'NORTHWEST OF A WITNESS POST IN A FENCE LINE.
 KF0765' 
 KF0765'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1611 ***********************************************************************
 JE1611  DESIGNATION -  M 371
 JE1611  PID         -  JE1611
 JE1611  STATE/COUNTY-  KS/JOHNSON
 JE1611  USGS QUAD   -  DE SOTO (1991)
 JE1611
 JE1611                         *CURRENT SURVEY CONTROL
 JE1611  ___________________________________________________________________
 JE1611* NAD 83(1986)-  38 58 42.     (N)    094 56 12.     (W)     SCALED    
 JE1611* NAVD 88     -       249.964  (meters)     820.09   (feet)  ADJUSTED  
 JE1611  ___________________________________________________________________
 JE1611  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE1611  DYNAMIC HT  -         249.803 (meters)     819.56  (feet)  COMP
 JE1611  MODELED GRAV-     979,975.3   (mgal)                       NAVD 88
 JE1611
 JE1611  VERT ORDER  -  FIRST     CLASS II
 JE1611
 JE1611.The horizontal coordinates were scaled from a topographic map and have
 JE1611.an estimated accuracy of +/- 6 seconds.
 JE1611
 JE1611.The orthometric height was determined by differential leveling
 JE1611.and adjusted by the National Geodetic Survey in June 1991..
 JE1611
 JE1611.The geoid height was determined by GEOID03.
 JE1611
 JE1611.The dynamic height is computed by dividing the NAVD 88
 JE1611.geopotential number by the normal gravity value computed on the
 JE1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1611.degrees latitude (g = 980.6199 gals.).
 JE1611
 JE1611.The modeled gravity was interpolated from observed gravity values.
 JE1611
 JE1611;                    North         East    Units  Estimated Accuracy
 JE1611;SPC KS N     -    76,090.      665,390.      MT  (+/- 180 meters Scaled)
 JE1611
 JE1611                          SUPERSEDED SURVEY CONTROL
 JE1611
 JE1611.No superseded survey control is available for this station.
 JE1611
 JE1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD322161(NAD 83)
 JE1611_MARKER: I = METAL ROD
 JE1611_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JE1611+WITH SETTING: INFORMATION.
 JE1611_SP_SET: SHALLOW-SET METAL ROD
 JE1611_STAMPING: M 371 1986
 JE1611_MARK LOGO: NGS   
 JE1611_PROJECTION: FLUSH
 JE1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1611+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE1611_ROD/PIPE-DEPTH: 1.6  meters
 JE1611
 JE1611  HISTORY     - Date     Condition        Report By
 JE1611  HISTORY     - 1986     MONUMENTED       NGS
 JE1611  HISTORY     - 20051112 GOOD             GEOCAC
 JE1611
 JE1611                          STATION DESCRIPTION
 JE1611
 JE1611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1611'35.1 KM (21.8 MI) WEST FROM SHAWNEE.
 JE1611'14.3 KM (8.9 MI) WESTERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 JE1611'WITH INTERSTATE HIGHWAY 35 IN SHAWNEE, THENCE 7.4 KM (4.6 MI)
 JE1611'SOUTHERLY ALONG STATE HIGHWAY 7, THENCE 9.4 KM (5.85 MI) WESTERLY
 JE1611'ALONG STATE HIGHWAY 10, THENCE 2.2 KM (1.35 MI) NORTHERLY ALONG KILL
 JE1611'CREEK ROAD, THENCE 1.8 KM (1.1 MI) EASTERLY ALONG 83RD STREET, 17.8 M
 JE1611'(58.4 FT) NORTH OF THE CENTERLINE OF THE STREET, 6.0 M (19.7 FT) WEST
 JE1611'OF THE CENTER OF CORLISS ROAD, AND 1.0 M (3.3 FT) WEST OF A UTILITY
 JE1611'POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JE1611'5-INCH LOGO CAP.
 JE1611'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JE1611'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JE1611
 JE1611                          STATION RECOVERY (2005)
 JE1611
 JE1611'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1611'THE UTILITY POLE WITH A GUY WIRE HAS BEEN REMOVED. ADD 0.3 METER WEST
 JE1611'OF A 1.1 METER X 1.7 METER CONCRETE SLAB. THE LOGO CAP IS 15 CM BELOW
 JE1611'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0780 ***********************************************************************
 HG0780  DESIGNATION -  M 372
 HG0780  PID         -  HG0780
 HG0780  STATE/COUNTY-  KS/KINGMAN
 HG0780  USGS QUAD   -  CUNNINGHAM (1966)
 HG0780
 HG0780                         *CURRENT SURVEY CONTROL
 HG0780  ___________________________________________________________________
 HG0780* NAD 83(1986)-  37 38 42.     (N)    098 23 10.     (W)     SCALED    
 HG0780* NAVD 88     -       503.710  (meters)    1652.59   (feet)  ADJUSTED  
 HG0780  ___________________________________________________________________
 HG0780  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 HG0780  DYNAMIC HT  -         503.288 (meters)    1651.20  (feet)  COMP
 HG0780  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 HG0780
 HG0780  VERT ORDER  -  FIRST     CLASS II
 HG0780
 HG0780.The horizontal coordinates were scaled from a topographic map and have
 HG0780.an estimated accuracy of +/- 6 seconds.
 HG0780
 HG0780.The orthometric height was determined by differential leveling
 HG0780.and adjusted by the National Geodetic Survey in June 1991..
 HG0780
 HG0780.The geoid height was determined by GEOID03.
 HG0780
 HG0780.The dynamic height is computed by dividing the NAVD 88
 HG0780.geopotential number by the normal gravity value computed on the
 HG0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0780.degrees latitude (g = 980.6199 gals.).
 HG0780
 HG0780.The modeled gravity was interpolated from observed gravity values.
 HG0780
 HG0780;                    North         East    Units  Estimated Accuracy
 HG0780;SPC KS S     -   508,590.      410,050.      MT  (+/- 180 meters Scaled)
 HG0780
 HG0780                          SUPERSEDED SURVEY CONTROL
 HG0780
 HG0780.No superseded survey control is available for this station.
 HG0780
 HG0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG541666(NAD 83)
 HG0780_MARKER: I = METAL ROD
 HG0780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0780_SP_SET: STAINLESS STEEL ROD
 HG0780_STAMPING: M 372 1987
 HG0780_MARK LOGO: NGS   
 HG0780_PROJECTION: FLUSH
 HG0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0780_ROD/PIPE-DEPTH: 15.2 meters
 HG0780
 HG0780  HISTORY     - Date     Condition        Report By
 HG0780  HISTORY     - 1987     MONUMENTED       NGS
 HG0780
 HG0780                          STATION DESCRIPTION
 HG0780
 HG0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 HG0780'3.7 KM (2.3 MI) EAST FROM CUNNINGHAM.
 HG0780'3.7 KM (2.3 MI) EASTERLY ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH
 HG0780'COUNTY ROAD 359 IN CUNNINGHAM, 75.6 M (248.0 FT) EAST OF AN
 HG0780'UNDERGROUND CABLE WARNING SIGN AND WOODED AREA PARALLELING THE
 HG0780'HIGHWAY, 23.2 M (76.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 29.9
 HG0780'M (95.8 M (95.8 FT) SOUTHWEST OF THE SOUTH HEADWALL OF A CONCRETE
 HG0780'CULVERT, AND 17.8 M (58.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 HG0780'GRAVEL PIT.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HG0780'CAP.
 HG0780'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0780'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6460 ***********************************************************************
 AE6460  DESIGNATION -  M 375
 AE6460  PID         -  AE6460
 AE6460  STATE/COUNTY-  KS/MARION
 AE6460  USGS QUAD   -  WALDECK (1985)
 AE6460
 AE6460                         *CURRENT SURVEY CONTROL
 AE6460  ___________________________________________________________________
 AE6460* NAD 83(1986)-  38 22 36.     (N)    097 21 10.     (W)     SCALED    
 AE6460* NAVD 88     -       473.033  (meters)    1551.94   (feet)  ADJUSTED  
 AE6460  ___________________________________________________________________
 AE6460  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AE6460  DYNAMIC HT  -         472.676 (meters)    1550.77  (feet)  COMP
 AE6460  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 AE6460
 AE6460  VERT ORDER  -  FIRST     CLASS II
 AE6460
 AE6460.The horizontal coordinates were scaled from a topographic map and have
 AE6460.an estimated accuracy of +/- 6 seconds.
 AE6460
 AE6460.The orthometric height was determined by differential leveling
 AE6460.and adjusted by the National Geodetic Survey in July 2002..
 AE6460
 AE6460.The geoid height was determined by GEOID03.
 AE6460
 AE6460.The dynamic height is computed by dividing the NAVD 88
 AE6460.geopotential number by the normal gravity value computed on the
 AE6460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6460.degrees latitude (g = 980.6199 gals.).
 AE6460
 AE6460.The modeled gravity was interpolated from observed gravity values.
 AE6460
 AE6460;                    North         East    Units  Estimated Accuracy
 AE6460;SPC KS S     -   590,410.      500,240.      MT  (+/- 180 meters Scaled)
 AE6460
 AE6460                          SUPERSEDED SURVEY CONTROL
 AE6460
 AE6460.No superseded survey control is available for this station.
 AE6460
 AE6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH438488(NAD 83)
 AE6460_MARKER: I = METAL ROD
 AE6460_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6460_STAMPING: M 375 1998
 AE6460_MARK LOGO: NGS   
 AE6460_PROJECTION: FLUSH
 AE6460_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6460+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AE6460_ROD/PIPE-DEPTH: 7.1  meters
 AE6460_SLEEVE-DEPTH  : 0.9 meters
 AE6460
 AE6460  HISTORY     - Date     Condition        Report By
 AE6460  HISTORY     - 1998     MONUMENTED       NGS
 AE6460
 AE6460                          STATION DESCRIPTION
 AE6460
 AE6460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE6460'22.0 KM (13.65 MI) EASTERLY ALONG U.S.  HIGHWAY 56 FROM THE JUNCTION
 AE6460'OF INTERSTATE HIGHWAY 135 IN MCPHERSON (EXIT 60) , THENCE 0.1 KM (0.05
 AE6460'MI) NORTHERLY ALONG MERIDIAN ROAD, THENCE 1.6 KM (1.00 MI) EASTERLY
 AE6460'ALONG 210TH ROAD, 28.2 M (92.5 FT) SOUTH OF THE ROAD CENTER, 9.5 M
 AE6460'(31.2 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND GATE, 7.0 M
 AE6460'(23.0 FT) EAST OF THE CENTER OF ALAMO ROAD, 5.6 M (18.4 FT) NORTH OF A
 AE6460'UTILITY POLE, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE, AND 0.3
 AE6460'M (1.0 FT) BELOW THE LEVEL OF ALAMO ROAD.  NOTE--ACCESS TO THE DATUM
 AE6460'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE6460'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0275 ***********************************************************************
 JG0275  DESIGNATION -  M 38 RESET
 JG0275  PID         -  JG0275
 JG0275  STATE/COUNTY-  KS/RUSSELL
 JG0275  USGS QUAD   -  HOMER (1979)
 JG0275
 JG0275                         *CURRENT SURVEY CONTROL
 JG0275  ___________________________________________________________________
 JG0275* NAD 83(1986)-  38 50 31.     (N)    098 51 16.     (W)     SCALED    
 JG0275* NAVD 88     -       566.87   (meters)    1859.8    (feet)  RESET     
 JG0275  ___________________________________________________________________
 JG0275  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0275
 JG0275  VERT ORDER  -  THIRD
 JG0275
 JG0275.The horizontal coordinates were scaled from a topographic map and have
 JG0275.an estimated accuracy of +/- 6 seconds.
 JG0275
 JG0275.The orthometric height was computed from unverified reset data.
 JG0275
 JG0275.The geoid height was determined by GEOID03.
 JG0275
 JG0275;                    North         East    Units  Estimated Accuracy
 JG0275;SPC KS N     -    56,810.      325,820.      MT  (+/- 180 meters Scaled)
 JG0275
 JG0275                          SUPERSEDED SURVEY CONTROL
 JG0275
 JG0275.No superseded survey control is available for this station.
 JG0275
 JG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH126992(NAD 83)
 JG0275_MARKER: DB = BENCH MARK DISK
 JG0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0275_STAMPING: M 38 RESET 1960
 JG0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0275+STABILITY: SURFACE MOTION
 JG0275
 JG0275  HISTORY     - Date     Condition        Report By
 JG0275  HISTORY     - 1960     MONUMENTED       KSHC
 JG0275  HISTORY     - 1961     GOOD             NGS
 JG0275
 JG0275                          STATION DESCRIPTION
 JG0275
 JG0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JG0275'2.7 MI S FROM RUSSELL.
 JG0275'2.7 MILES SOUTH ALONG U.S. HIGHWAY 281 FROM RUSSELL, RUSSELL
 JG0275'COUNTY, AT A ROAD INTERSECTION, 60 FEET EAST OF THE CENTERLINE
 JG0275'OF THE HIGHWAY, AND 25 FEET NORTH OF THE CENTERLINE OF THE
 JG0275'EAST-AND-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0444 ***********************************************************************
 HF0444  DESIGNATION -  M 39
 HF0444  PID         -  HF0444
 HF0444  STATE/COUNTY-  KS/SEDGWICK
 HF0444  USGS QUAD   -  WICHITA EAST (1982)
 HF0444
 HF0444                         *CURRENT SURVEY CONTROL
 HF0444  ___________________________________________________________________
 HF0444* NAD 83(1986)-  37 41 30.     (N)    097 20 17.     (W)     SCALED    
 HF0444* NAVD 88     -       397.945  (meters)    1305.59   (feet)  ADJUSTED  
 HF0444  ___________________________________________________________________
 HF0444  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HF0444  DYNAMIC HT  -         397.632 (meters)    1304.56  (feet)  COMP
 HF0444  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 HF0444
 HF0444  VERT ORDER  -  SECOND    CLASS 0
 HF0444
 HF0444.The horizontal coordinates were scaled from a topographic map and have
 HF0444.an estimated accuracy of +/- 6 seconds.
 HF0444
 HF0444.The orthometric height was determined by differential leveling
 HF0444.and adjusted by the National Geodetic Survey in June 1991..
 HF0444
 HF0444.The geoid height was determined by GEOID03.
 HF0444
 HF0444.The dynamic height is computed by dividing the NAVD 88
 HF0444.geopotential number by the normal gravity value computed on the
 HF0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0444.degrees latitude (g = 980.6199 gals.).
 HF0444
 HF0444.The modeled gravity was interpolated from observed gravity values.
 HF0444
 HF0444;                    North         East    Units  Estimated Accuracy
 HF0444;SPC KS S     -   514,400.      502,470.      MT  (+/- 180 meters Scaled)
 HF0444
 HF0444                          SUPERSEDED SURVEY CONTROL
 HF0444
 HF0444  NGVD 29 (??/??/92)  397.801  (m)         1305.12   (f) ADJ UNCH    2 0
 HF0444
 HF0444.Superseded values are not recommended for survey control.
 HF0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0444.See file dsdata.txt to determine how the superseded data were derived.
 HF0444
 HF0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG465729(NAD 83)
 HF0444_MARKER: DB = BENCH MARK DISK
 HF0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0444_SP_SET: BALUSTRADE
 HF0444_STAMPING: M 39 1934
 HF0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF0444+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 HF0444
 HF0444  HISTORY     - Date     Condition        Report By
 HF0444  HISTORY     - 1934     MONUMENTED       CGS
 HF0444  HISTORY     - 1956     GOOD             NGS
 HF0444  HISTORY     - 20040820 GOOD             USPSQD
 HF0444
 HF0444                          STATION DESCRIPTION
 HF0444
 HF0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 HF0444'AT WICHITA.
 HF0444'AT WICHITA, 1.6 FEET WEST OF THE WEST WALL OF THE POST OFFICE,
 HF0444'44 FEET EAST OF THE EAST CURB OF THE MAIN STREET, 35 FEET NORTH
 HF0444'OF THE NORTH CURB OF 3RD STREET, 4.0 FEET ABOVE THE GROUND, AT
 HF0444'THE WEST ENTRANCE TO THE BUILDING, SET IN THE TOP OF THE SOUTH
 HF0444'GRANITE BALUSTRADE, IN SECTION 20, TOWNSHIP 27 SOUTH, RANGE 1
 HF0444'EAST.
 HF0444
 HF0444                          STATION RECOVERY (2004)
 HF0444
 HF0444'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HF0444'BUILDING IS NOW A U.S. COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0153 ***********************************************************************
 JG0153  DESIGNATION -  M 40
 JG0153  PID         -  JG0153
 JG0153  STATE/COUNTY-  KS/STAFFORD
 JG0153  USGS QUAD   -  SEWARD (1970)
 JG0153
 JG0153                         *CURRENT SURVEY CONTROL
 JG0153  ___________________________________________________________________
 JG0153* NAD 83(1986)-  38 10 09.     (N)    098 47 05.     (W)     SCALED    
 JG0153* NAVD 88     -       582.090  (meters)    1909.74   (feet)  ADJUSTED  
 JG0153  ___________________________________________________________________
 JG0153  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 JG0153  DYNAMIC HT  -         581.641 (meters)    1908.27  (feet)  COMP
 JG0153  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 JG0153
 JG0153  VERT ORDER  -  SECOND    CLASS 0
 JG0153
 JG0153.The horizontal coordinates were scaled from a topographic map and have
 JG0153.an estimated accuracy of +/- 6 seconds.
 JG0153
 JG0153.The orthometric height was determined by differential leveling
 JG0153.and adjusted by the National Geodetic Survey in June 1991..
 JG0153
 JG0153.The geoid height was determined by GEOID03.
 JG0153
 JG0153.The dynamic height is computed by dividing the NAVD 88
 JG0153.geopotential number by the normal gravity value computed on the
 JG0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0153.degrees latitude (g = 980.6199 gals.).
 JG0153
 JG0153.The modeled gravity was interpolated from observed gravity values.
 JG0153
 JG0153;                    North         East    Units  Estimated Accuracy
 JG0153;SPC KS S     -   566,790.      375,050.      MT  (+/- 180 meters Scaled)
 JG0153
 JG0153                          SUPERSEDED SURVEY CONTROL
 JG0153
 JG0153  NGVD 29 (??/??/92)  581.941  (m)         1909.25   (f) ADJ UNCH    2 0
 JG0153
 JG0153.Superseded values are not recommended for survey control.
 JG0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0153.See file dsdata.txt to determine how the superseded data were derived.
 JG0153
 JG0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH188246(NAD 83)
 JG0153_MARKER: DB = BENCH MARK DISK
 JG0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0153+STABILITY: SURFACE MOTION
 JG0153
 JG0153  HISTORY     - Date     Condition        Report By
 JG0153  HISTORY     - UNK      MONUMENTED       CGS
 JG0153  HISTORY     - 1934     GOOD             NGS
 JG0153  HISTORY     - 1970     POOR             USGS
 JG0153
 JG0153                          STATION DESCRIPTION
 JG0153
 JG0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0153'16.7 MI E FROM LARNED.
 JG0153'16.7 MILES EAST OF LARNED, SET ON RIGHT OF WAY OF MISSOURI
 JG0153'PACIFIC R.R., APPROXIMATELY 1 MILE EAST OF SEWARD, KANSAS.
 JG0153'AT MILE POLE 647-19.  32 FT. WEST OF CENTER LINE OF COUNTY
 JG0153'ROAD CROSSING.  46 FT. SOUTH-WEST OF CENTER LINE OF TRACK.
 JG0153'NOTE-- MARK WAS FOUND LEANING ABOUT 50 DEGREES SE IN APPROXIMATE
 JG0153'DESCRIBED POSITION.
 JG0153
 JG0153                          STATION RECOVERY (1970)
 JG0153
 JG0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JG0153'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0304 ***********************************************************************
 HG0304  DESIGNATION -  M 41
 HG0304  PID         -  HG0304
 HG0304  STATE/COUNTY-  KS/PRATT
 HG0304  USGS QUAD   -  PRATT (1968)
 HG0304
 HG0304                         *CURRENT SURVEY CONTROL
 HG0304  ___________________________________________________________________
 HG0304* NAD 83(1986)-  37 44 01.     (N)    098 44 22.     (W)     SCALED    
 HG0304* NAVD 88     -       595.998  (meters)    1955.37   (feet)  ADJUSTED  
 HG0304  ___________________________________________________________________
 HG0304  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 HG0304  DYNAMIC HT  -         595.507 (meters)    1953.76  (feet)  COMP
 HG0304  MODELED GRAV-     979,785.8   (mgal)                       NAVD 88
 HG0304
 HG0304  VERT ORDER  -  SECOND    CLASS 0
 HG0304
 HG0304.The horizontal coordinates were scaled from a topographic map and have
 HG0304.an estimated accuracy of +/- 6 seconds.
 HG0304
 HG0304.The orthometric height was determined by differential leveling
 HG0304.and adjusted by the National Geodetic Survey in June 1991..
 HG0304
 HG0304.The geoid height was determined by GEOID03.
 HG0304
 HG0304.The dynamic height is computed by dividing the NAVD 88
 HG0304.geopotential number by the normal gravity value computed on the
 HG0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0304.degrees latitude (g = 980.6199 gals.).
 HG0304
 HG0304.The modeled gravity was interpolated from observed gravity values.
 HG0304
 HG0304;                    North         East    Units  Estimated Accuracy
 HG0304;SPC KS S     -   518,440.      378,890.      MT  (+/- 180 meters Scaled)
 HG0304
 HG0304                          SUPERSEDED SURVEY CONTROL
 HG0304
 HG0304  NGVD 29 (??/??/92)  595.750  (m)         1954.56   (f) ADJ UNCH    2 0
 HG0304
 HG0304.Superseded values are not recommended for survey control.
 HG0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0304.See file dsdata.txt to determine how the superseded data were derived.
 HG0304
 HG0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG229762(NAD 83)
 HG0304_MARKER: DB = BENCH MARK DISK
 HG0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0304+STABILITY: SURFACE MOTION
 HG0304
 HG0304  HISTORY     - Date     Condition        Report By
 HG0304  HISTORY     - UNK      MONUMENTED       CGS
 HG0304  HISTORY     - 1934     GOOD             NGS
 HG0304  HISTORY     - 1968     GOOD             NGS
 HG0304
 HG0304                          STATION DESCRIPTION
 HG0304
 HG0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HG0304'5.7 MI N FROM PRATT.
 HG0304'5.7 MILES NORTH OF PRATT, ON RIGHT OF WAY OF STATE HIGHWAY NO.
 HG0304'281.  52 FT. WEST OF CENTER LINE OF HIGHWAY NO. 281.  39 FT
 HG0304'NORTH OF CENTER LINE OF COUNTY ROAD CROSSING, .4 MILES NORTH
 HG0304'OF IUKA, KANSAS.
 HG0304
 HG0304                          STATION RECOVERY (1968)
 HG0304
 HG0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HG0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0012 ***********************************************************************
 HF0012  DESIGNATION -  M 42
 HF0012  PID         -  HF0012
 HF0012  STATE/COUNTY-  KS/GREENWOOD
 HF0012  USGS QUAD   -  SEVERY SOUTH (1975)
 HF0012
 HF0012                         *CURRENT SURVEY CONTROL
 HF0012  ___________________________________________________________________
 HF0012* NAD 83(1986)-  37 37 20.     (N)    096 10 31.     (W)     SCALED    
 HF0012* NAVD 88     -       319.674  (meters)    1048.80   (feet)  ADJUSTED  
 HF0012  ___________________________________________________________________
 HF0012  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 HF0012  DYNAMIC HT  -         319.420 (meters)    1047.96  (feet)  COMP
 HF0012  MODELED GRAV-     979,827.0   (mgal)                       NAVD 88
 HF0012
 HF0012  VERT ORDER  -  SECOND    CLASS 0
 HF0012
 HF0012.The horizontal coordinates were scaled from a topographic map and have
 HF0012.an estimated accuracy of +/- 6 seconds.
 HF0012
 HF0012.The orthometric height was determined by differential leveling
 HF0012.and adjusted by the National Geodetic Survey in June 1991..
 HF0012
 HF0012.The geoid height was determined by GEOID03.
 HF0012
 HF0012.The dynamic height is computed by dividing the NAVD 88
 HF0012.geopotential number by the normal gravity value computed on the
 HF0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0012.degrees latitude (g = 980.6199 gals.).
 HF0012
 HF0012.The modeled gravity was interpolated from observed gravity values.
 HF0012
 HF0012;                    North         East    Units  Estimated Accuracy
 HF0012;SPC KS S     -   508,610.      605,200.      MT  (+/- 180 meters Scaled)
 HF0012
 HF0012                          SUPERSEDED SURVEY CONTROL
 HF0012
 HF0012  NGVD 29 (??/??/92)  319.521  (m)         1048.30   (f) ADJ UNCH    2 0
 HF0012
 HF0012.Superseded values are not recommended for survey control.
 HF0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0012.See file dsdata.txt to determine how the superseded data were derived.
 HF0012
 HF0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG492676(NAD 83)
 HF0012_MARKER: DB = BENCH MARK DISK
 HF0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0012_STAMPING: M 42 1934
 HF0012_MARK LOGO: CGS   
 HF0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0012+STABILITY: SURFACE MOTION
 HF0012
 HF0012  HISTORY     - Date     Condition        Report By
 HF0012  HISTORY     - 1934     MONUMENTED       CGS
 HF0012  HISTORY     - 1975     MARK NOT FOUND   USGS
 HF0012  HISTORY     - 1975     MARK NOT FOUND   USGS
 HF0012  HISTORY     - 19910129 GOOD             USPSQD
 HF0012  HISTORY     - 19980624 GOOD             NGS
 HF0012
 HF0012                          STATION DESCRIPTION
 HF0012
 HF0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0012'3.2 MI E FROM SEVERY.
 HF0012'3.2 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0012'SEVERY, GREENWOOD COUNTY, AT MILEAGE 435.50, 20 FEET EAST OF THE
 HF0012'CENTERLINE OF A COUNTY ROAD, AND 40 FEET SOUTH OF THE CENTERLINE
 HF0012'OF THE TRACK.  A STANDARD DISK, STAMPED M 42 1934 AND SET IN THE
 HF0012'TOP OF A CONCRETE POST.
 HF0012
 HF0012                          STATION RECOVERY (1975)
 HF0012
 HF0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HF0012'MARK NOT FOUND.
 HF0012
 HF0012                          STATION RECOVERY (1975)
 HF0012
 HF0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HF0012'MARK NOT FOUND.
 HF0012
 HF0012                          STATION RECOVERY (1991)
 HF0012
 HF0012'RECOVERY NOTE BY US POWER SQUADRON 1991 (JB)
 HF0012'RECOVERED IN GOOD CONDITION.
 HF0012
 HF0012                          STATION RECOVERY (1998)
 HF0012
 HF0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (MGL)
 HF0012'GOOD VISIBILITY FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0264 ***********************************************************************
 HF0264  DESIGNATION -  M 43
 HF0264  PID         -  HF0264
 HF0264  STATE/COUNTY-  KS/COWLEY
 HF0264  USGS QUAD   -  ATLANTA (1964)
 HF0264
 HF0264                         *CURRENT SURVEY CONTROL
 HF0264  ___________________________________________________________________
 HF0264* NAD 83(1986)-  37 25 59.     (N)    096 45 59.     (W)     SCALED    
 HF0264* NAVD 88     -       439.715  (meters)    1442.63   (feet)  ADJUSTED  
 HF0264  ___________________________________________________________________
 HF0264  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 HF0264  DYNAMIC HT  -         439.356 (meters)    1441.45  (feet)  COMP
 HF0264  MODELED GRAV-     979,800.2   (mgal)                       NAVD 88
 HF0264
 HF0264  VERT ORDER  -  SECOND    CLASS 0
 HF0264
 HF0264.The horizontal coordinates were scaled from a topographic map and have
 HF0264.an estimated accuracy of +/- 6 seconds.
 HF0264
 HF0264.The orthometric height was determined by differential leveling
 HF0264.and adjusted by the National Geodetic Survey in June 1991..
 HF0264
 HF0264.The geoid height was determined by GEOID03.
 HF0264
 HF0264.The dynamic height is computed by dividing the NAVD 88
 HF0264.geopotential number by the normal gravity value computed on the
 HF0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0264.degrees latitude (g = 980.6199 gals.).
 HF0264
 HF0264.The modeled gravity was interpolated from observed gravity values.
 HF0264
 HF0264;                    North         East    Units  Estimated Accuracy
 HF0264;SPC KS S     -   486,480.      553,420.      MT  (+/- 180 meters Scaled)
 HF0264
 HF0264                          SUPERSEDED SURVEY CONTROL
 HF0264
 HF0264  NGVD 29 (??/??/92)  439.552  (m)         1442.10   (f) ADJ UNCH    2 0
 HF0264
 HF0264.Superseded values are not recommended for survey control.
 HF0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0264.See file dsdata.txt to determine how the superseded data were derived.
 HF0264
 HF0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG976452(NAD 83)
 HF0264_MARKER: DB = BENCH MARK DISK
 HF0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0264_SP_SET: BUILDING
 HF0264_STAMPING: M 43 1934
 HF0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0264
 HF0264  HISTORY     - Date     Condition        Report By
 HF0264  HISTORY     - 1934     MONUMENTED       CGS
 HF0264
 HF0264                          STATION DESCRIPTION
 HF0264
 HF0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0264'AT ATLANTA.
 HF0264'AT ATLANTA, COWLEY COUNTY, AT THE HIGH SCHOOL, AT THE WEST
 HF0264'ENTRANCE, 77 FEET EAST OF THE CENTER LINE OF THE STREET WEST OF THE
 HF0264'BUILDING, 8 FEET SOUTH OF THE CENTER OF THE ENTRANCE, AND 2 FEET
 HF0264'ABOVE THE TOP STEP.  A STANDARD DISK, STAMPED M 43 1934 AND SET
 HF0264'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0913 ***********************************************************************
 JE0913  DESIGNATION -  M 44
 JE0913  PID         -  JE0913
 JE0913  STATE/COUNTY-  KS/FRANKLIN
 JE0913  USGS QUAD   -  OTTAWA NORTH (1983)
 JE0913
 JE0913                         *CURRENT SURVEY CONTROL
 JE0913  ___________________________________________________________________
 JE0913* NAD 83(1986)-  38 37 49.     (N)    095 16 13.     (W)     SCALED    
 JE0913* NAVD 88     -       279.231  (meters)     916.11   (feet)  ADJUSTED  
 JE0913  ___________________________________________________________________
 JE0913  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0913  DYNAMIC HT  -         279.039 (meters)     915.48  (feet)  COMP
 JE0913  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 JE0913
 JE0913  VERT ORDER  -  SECOND    CLASS 0
 JE0913
 JE0913.The horizontal coordinates were scaled from a topographic map and have
 JE0913.an estimated accuracy of +/- 6 seconds.
 JE0913
 JE0913.The orthometric height was determined by differential leveling
 JE0913.and adjusted by the National Geodetic Survey in June 1991..
 JE0913.WARNING-Repeat measurements at this control monument indicate possible
 JE0913.vertical movement.
 JE0913
 JE0913.The geoid height was determined by GEOID03.
 JE0913
 JE0913.The dynamic height is computed by dividing the NAVD 88
 JE0913.geopotential number by the normal gravity value computed on the
 JE0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0913.degrees latitude (g = 980.6199 gals.).
 JE0913
 JE0913.The modeled gravity was interpolated from observed gravity values.
 JE0913
 JE0913;                    North         East    Units  Estimated Accuracy
 JE0913;SPC KS S     -   622,810.      681,180.      MT  (+/- 180 meters Scaled)
 JE0913
 JE0913                          SUPERSEDED SURVEY CONTROL
 JE0913
 JE0913  NGVD 29 (??/??/92)  279.112  (m)          915.72   (f) ADJ UNCH    2 0
 JE0913
 JE0913.Superseded values are not recommended for survey control.
 JE0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0913.See file dsdata.txt to determine how the superseded data were derived.
 JE0913
 JE0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC023781(NAD 83)
 JE0913_MARKER: DB = BENCH MARK DISK
 JE0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0913_STAMPING: M 44 1934
 JE0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0913+STABILITY: SURFACE MOTION
 JE0913
 JE0913  HISTORY     - Date     Condition        Report By
 JE0913  HISTORY     - 1934     MONUMENTED       CGS
 JE0913  HISTORY     - 1950     GOOD             NGS
 JE0913  HISTORY     - 1984     POOR             USE
 JE0913  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0913
 JE0913                          STATION DESCRIPTION
 JE0913
 JE0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0913'AT OTTAWA.
 JE0913'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 46 FEET EAST
 JE0913'OF THE EAST RAIL OF EAST TRACK, 46 FEET NORTHEAST OF AN ELECTRIC
 JE0913'WARNING SIGNAL FOR CROSSING, 45 FEET NORTH OF THE CENTER OF
 JE0913'WILSON STREET AND 20 FEET NORTH OF POWER POLE.  THE DISK IS SET
 JE0913'IN THE TOP OF A CONCRETE POST, PROJECTING 2 INCHES.
 JE0913
 JE0913                          STATION RECOVERY (1984)
 JE0913
 JE0913'RECOVERY NOTE BY US ENGINEERS 1984
 JE0913'MARK RECOVERED IN POOR CONDITION.
 JE0913
 JE0913                          STATION RECOVERY (2005)
 JE0913
 JE0913'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0913'A VISUAL SEARCH FOR THE MARK WAS CONDUCTED WITHOUT SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0347 ***********************************************************************
 HF0347  DESIGNATION -  M 45
 HF0347  PID         -  HF0347
 HF0347  STATE/COUNTY-  KS/BUTLER
 HF0347  USGS QUAD   -  DE GRAFF (1961)
 HF0347
 HF0347                         *CURRENT SURVEY CONTROL
 HF0347  ___________________________________________________________________
 HF0347* NAD 83(1986)-  37 57 07.     (N)    096 51 27.     (W)     SCALED    
 HF0347* NAVD 88     -       417.980  (meters)    1371.32   (feet)  ADJUSTED  
 HF0347  ___________________________________________________________________
 HF0347  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0347  DYNAMIC HT  -         417.656 (meters)    1370.26  (feet)  COMP
 HF0347  MODELED GRAV-     979,842.6   (mgal)                       NAVD 88
 HF0347
 HF0347  VERT ORDER  -  SECOND    CLASS 0
 HF0347
 HF0347.The horizontal coordinates were scaled from a topographic map and have
 HF0347.an estimated accuracy of +/- 6 seconds.
 HF0347
 HF0347.The orthometric height was determined by differential leveling
 HF0347.and adjusted by the National Geodetic Survey in June 1991..
 HF0347
 HF0347.The geoid height was determined by GEOID03.
 HF0347
 HF0347.The dynamic height is computed by dividing the NAVD 88
 HF0347.geopotential number by the normal gravity value computed on the
 HF0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0347.degrees latitude (g = 980.6199 gals.).
 HF0347
 HF0347.The modeled gravity was interpolated from observed gravity values.
 HF0347
 HF0347;                    North         East    Units  Estimated Accuracy
 HF0347;SPC KS S     -   543,920.      544,340.      MT  (+/- 180 meters Scaled)
 HF0347
 HF0347                          SUPERSEDED SURVEY CONTROL
 HF0347
 HF0347  NGVD 29 (??/??/92)  417.837  (m)         1370.85   (f) ADJ UNCH    2 0
 HF0347
 HF0347.Superseded values are not recommended for survey control.
 HF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0347.See file dsdata.txt to determine how the superseded data were derived.
 HF0347
 HF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH882026(NAD 83)
 HF0347_MARKER: DB = BENCH MARK DISK
 HF0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0347_STAMPING: M 45 1934
 HF0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0347+STABILITY: SURFACE MOTION
 HF0347
 HF0347  HISTORY     - Date     Condition        Report By
 HF0347  HISTORY     - 1934     MONUMENTED       CGS
 HF0347  HISTORY     - 1962     GOOD             NGS
 HF0347
 HF0347                          STATION DESCRIPTION
 HF0347
 HF0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0347'2 MI S FROM DE GRAFF.
 HF0347'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0347'DE GRAFF, THENCE 1.4 MILES SOUTH ALONG U.S. 77 HIGHWAY, THENCE
 HF0347'0.5 MILE SOUTH ALONG ABANDONED RAILROAD, 2 FEET EAST OF A
 HF0347'N-S FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 HF0347'4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0376 ***********************************************************************
 JH0376  DESIGNATION -  M 5
 JH0376  PID         -  JH0376
 JH0376  STATE/COUNTY-  KS/WALLACE
 JH0376  USGS QUAD   -  WALLACE (1979)
 JH0376
 JH0376                         *CURRENT SURVEY CONTROL
 JH0376  ___________________________________________________________________
 JH0376* NAD 83(1986)-  38 55 35.     (N)    101 33 33.     (W)     SCALED    
 JH0376* NAVD 88     -       993.842  (meters)    3260.63   (feet)  ADJUSTED  
 JH0376  ___________________________________________________________________
 JH0376  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 JH0376  DYNAMIC HT  -         992.999 (meters)    3257.86  (feet)  COMP
 JH0376  MODELED GRAV-     979,746.0   (mgal)                       NAVD 88
 JH0376
 JH0376  VERT ORDER  -  FIRST     CLASS II
 JH0376
 JH0376.The horizontal coordinates were scaled from a topographic map and have
 JH0376.an estimated accuracy of +/- 6 seconds.
 JH0376
 JH0376.The orthometric height was determined by differential leveling
 JH0376.and adjusted by the National Geodetic Survey in June 1991..
 JH0376
 JH0376.The geoid height was determined by GEOID03.
 JH0376
 JH0376.The dynamic height is computed by dividing the NAVD 88
 JH0376.geopotential number by the normal gravity value computed on the
 JH0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0376.degrees latitude (g = 980.6199 gals.).
 JH0376
 JH0376.The modeled gravity was interpolated from observed gravity values.
 JH0376
 JH0376;                    North         East    Units  Estimated Accuracy
 JH0376;SPC KS N     -    71,900.       91,450.      MT  (+/- 180 meters Scaled)
 JH0376
 JH0376                          SUPERSEDED SURVEY CONTROL
 JH0376
 JH0376  NGVD 29 (??/??/92)  993.440  (m)         3259.31   (f) ADJ UNCH    1 2
 JH0376
 JH0376.Superseded values are not recommended for survey control.
 JH0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0376.See file dsdata.txt to determine how the superseded data were derived.
 JH0376
 JH0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ781117(NAD 83)
 JH0376_MARKER: DB = BENCH MARK DISK
 JH0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0376_STAMPING: M 5 1933
 JH0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0376+STABILITY: SURFACE MOTION
 JH0376
 JH0376  HISTORY     - Date     Condition        Report By
 JH0376  HISTORY     - 1933     MONUMENTED       CGS
 JH0376  HISTORY     - 1952     GOOD             NGS
 JH0376
 JH0376                          STATION DESCRIPTION
 JH0376
 JH0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0376'2.1 MI NE FROM WALLACE.
 JH0376'2.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JH0376'STATION AT WALLACE, 4 1/2 POLES NORTHEAST OF TRESTLE 419.1,
 JH0376'ACROSS THE TRACK FROM MILEPOST 419, 119 FEET NORTHWEST OF THE
 JH0376'CENTER LINE OF U.S. HIGHWAY 40, 58.9 FEET WEST OF A TELEPHONE
 JH0376'POLE, 49 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1.9 FEET
 JH0376'NORTHWEST OF A FENCE, 1.4 FEET SOUTHWEST OF A WITNESS POST,
 JH0376'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 JH0376'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0263 ***********************************************************************
 JF0263  DESIGNATION -  M 50
 JF0263  PID         -  JF0263
 JF0263  STATE/COUNTY-  KS/MARION
 JF0263  USGS QUAD   -  CEDAR POINT (1989)
 JF0263
 JF0263                         *CURRENT SURVEY CONTROL
 JF0263  ___________________________________________________________________
 JF0263* NAD 83(1986)-  38 15 21.     (N)    096 50 51.     (W)     SCALED    
 JF0263* NAVD 88     -       381.177  (meters)    1250.58   (feet)  ADJUSTED  
 JF0263  ___________________________________________________________________
 JF0263  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 JF0263  DYNAMIC HT  -         380.895 (meters)    1249.65  (feet)  COMP
 JF0263  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 JF0263
 JF0263  VERT ORDER  -  SECOND    CLASS 0
 JF0263
 JF0263.The horizontal coordinates were scaled from a topographic map and have
 JF0263.an estimated accuracy of +/- 6 seconds.
 JF0263
 JF0263.The orthometric height was determined by differential leveling
 JF0263.and adjusted by the National Geodetic Survey in June 1991..
 JF0263
 JF0263.The geoid height was determined by GEOID03.
 JF0263
 JF0263.The dynamic height is computed by dividing the NAVD 88
 JF0263.geopotential number by the normal gravity value computed on the
 JF0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0263.degrees latitude (g = 980.6199 gals.).
 JF0263
 JF0263.The modeled gravity was interpolated from observed gravity values.
 JF0263
 JF0263;                    North         East    Units  Estimated Accuracy
 JF0263;SPC KS S     -   577,660.      544,620.      MT  (+/- 180 meters Scaled)
 JF0263
 JF0263                          SUPERSEDED SURVEY CONTROL
 JF0263
 JF0263  NGVD 29 (??/??/92)  381.010  (m)         1250.03   (f) ADJ UNCH    2 0
 JF0263
 JF0263.Superseded values are not recommended for survey control.
 JF0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0263.See file dsdata.txt to determine how the superseded data were derived.
 JF0263
 JF0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH883363(NAD 83)
 JF0263_MARKER: DB = BENCH MARK DISK
 JF0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0263+STABILITY: SURFACE MOTION
 JF0263
 JF0263  HISTORY     - Date     Condition        Report By
 JF0263  HISTORY     - UNK      MONUMENTED       CGS
 JF0263  HISTORY     - 1934     GOOD             NGS
 JF0263  HISTORY     - 1968     GOOD             NGS
 JF0263
 JF0263                          STATION DESCRIPTION
 JF0263
 JF0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0263'1.8 MI W FROM CEDAR POINT.
 JF0263'1.8 MILES BY RAIL WEST ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0263'R.R. CO.  45 FT. SOUTH OF CENTER-LINE OF SOUTH TRACK 16 FT. EAST
 JF0263'OF PRIVATE CROSSING OPPOSITE MILE-POST 152+10 A METAL WITNESS
 JF0263'POST SET 1 FOOT WEST OF THE MARK.
 JF0263
 JF0263                          STATION RECOVERY (1968)
 JF0263
 JF0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0241 ***********************************************************************
 JF0241  DESIGNATION -  M 51
 JF0241  PID         -  JF0241
 JF0241  STATE/COUNTY-  KS/CHASE
 JF0241  USGS QUAD   -  HYMER (1989)
 JF0241
 JF0241                         *CURRENT SURVEY CONTROL
 JF0241  ___________________________________________________________________
 JF0241* NAD 83(1986)-  38 25 40.     (N)    096 38 35.     (W)     SCALED    
 JF0241* NAVD 88     -       374.660  (meters)    1229.20   (feet)  ADJUSTED  
 JF0241  ___________________________________________________________________
 JF0241  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 JF0241  DYNAMIC HT  -         374.390 (meters)    1228.31  (feet)  COMP
 JF0241  MODELED GRAV-     979,895.6   (mgal)                       NAVD 88
 JF0241
 JF0241  VERT ORDER  -  SECOND    CLASS 0
 JF0241
 JF0241.The horizontal coordinates were scaled from a topographic map and have
 JF0241.an estimated accuracy of +/- 6 seconds.
 JF0241
 JF0241.The orthometric height was determined by differential leveling
 JF0241.and adjusted by the National Geodetic Survey in June 1991..
 JF0241
 JF0241.The geoid height was determined by GEOID03.
 JF0241
 JF0241.The dynamic height is computed by dividing the NAVD 88
 JF0241.geopotential number by the normal gravity value computed on the
 JF0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0241.degrees latitude (g = 980.6199 gals.).
 JF0241
 JF0241.The modeled gravity was interpolated from observed gravity values.
 JF0241
 JF0241;                    North         East    Units  Estimated Accuracy
 JF0241;SPC KS S     -   597,080.      562,130.      MT  (+/- 180 meters Scaled)
 JF0241
 JF0241                          SUPERSEDED SURVEY CONTROL
 JF0241
 JF0241  NGVD 29 (??/??/92)  374.526  (m)         1228.76   (f) ADJ UNCH    2 0
 JF0241
 JF0241.Superseded values are not recommended for survey control.
 JF0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0241.See file dsdata.txt to determine how the superseded data were derived.
 JF0241
 JF0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH057559(NAD 83)
 JF0241_MARKER: DB = BENCH MARK DISK
 JF0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0241+STABILITY: SURFACE MOTION
 JF0241
 JF0241  HISTORY     - Date     Condition        Report By
 JF0241  HISTORY     - UNK      MONUMENTED       CGS
 JF0241  HISTORY     - 1934     GOOD             NGS
 JF0241  HISTORY     - 1959     MARK NOT FOUND   LOCENG
 JF0241
 JF0241                          STATION DESCRIPTION
 JF0241
 JF0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0241'2 MI N FROM NEVA.
 JF0241'2 MILES NORTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0241'FE R.R. CO.  30 YDS. S.W. OF CATTLE LOADING PENS.  48 FT. S.W.
 JF0241'OF THE CENTER LINE OF THE MAIN TRACK.  16 FT. EAST OF THE CENTER
 JF0241'OF SECTION LINE ROAD.  2 FT. N.E. OF RIGHT OF WAY MARKER.
 JF0241
 JF0241                          STATION RECOVERY (1959)
 JF0241
 JF0241'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 JF0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0533 ***********************************************************************
 JF0533  DESIGNATION -  M 52
 JF0533  PID         -  JF0533
 JF0533  STATE/COUNTY-  KS/DICKINSON
 JF0533  USGS QUAD   -  NAVARRE (1964)
 JF0533
 JF0533                         *CURRENT SURVEY CONTROL
 JF0533  ___________________________________________________________________
 JF0533* NAD 83(1986)-  38 52 16.     (N)    097 06 50.     (W)     SCALED    
 JF0533* NAVD 88     -       371.586  (meters)    1219.11   (feet)  ADJUSTED  
 JF0533  ___________________________________________________________________
 JF0533  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 JF0533  DYNAMIC HT  -         371.323 (meters)    1218.25  (feet)  COMP
 JF0533  MODELED GRAV-     979,908.4   (mgal)                       NAVD 88
 JF0533
 JF0533  VERT ORDER  -  SECOND    CLASS 0
 JF0533
 JF0533.The horizontal coordinates were scaled from a topographic map and have
 JF0533.an estimated accuracy of +/- 6 seconds.
 JF0533
 JF0533.The orthometric height was determined by differential leveling
 JF0533.and adjusted by the National Geodetic Survey in June 1991..
 JF0533
 JF0533.The geoid height was determined by GEOID03.
 JF0533
 JF0533.The dynamic height is computed by dividing the NAVD 88
 JF0533.geopotential number by the normal gravity value computed on the
 JF0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0533.degrees latitude (g = 980.6199 gals.).
 JF0533
 JF0533.The modeled gravity was interpolated from observed gravity values.
 JF0533
 JF0533;                    North         East    Units  Estimated Accuracy
 JF0533;SPC KS N     -    60,080.      476,900.      MT  (+/- 180 meters Scaled)
 JF0533
 JF0533                          SUPERSEDED SURVEY CONTROL
 JF0533
 JF0533  NGVD 29 (??/??/92)  371.462  (m)         1218.70   (f) ADJ UNCH    2 0
 JF0533
 JF0533.Superseded values are not recommended for survey control.
 JF0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0533.See file dsdata.txt to determine how the superseded data were derived.
 JF0533
 JF0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ636041(NAD 83)
 JF0533_MARKER: DB = BENCH MARK DISK
 JF0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0533+STABILITY: SURFACE MOTION
 JF0533
 JF0533  HISTORY     - Date     Condition        Report By
 JF0533  HISTORY     - UNK      MONUMENTED       CGS
 JF0533  HISTORY     - 1934     GOOD             NGS
 JF0533  HISTORY     - 1968     GOOD             NGS
 JF0533
 JF0533                          STATION DESCRIPTION
 JF0533
 JF0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0533'2.5 MI S FROM ENTERPRISE.
 JF0533'2.5 MILES SOUTH BY RAIL.  LOCATED ALONG THE R. OF W. OF THE
 JF0533'SANTA FE R.R. CO.  49.5 FT. EAST OF THE CENTER LINE OF THE TRACK.
 JF0533'27 FT. SOUTH OF THE CENTER OF SECTION LINE ROAD.  1.5 FT. N.W. OF
 JF0533'RIGHT OF WAY MARKER.
 JF0533
 JF0533                          STATION RECOVERY (1968)
 JF0533
 JF0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1166 ***********************************************************************
 JE1166  DESIGNATION -  M 53
 JE1166  PID         -  JE1166
 JE1166  STATE/COUNTY-  KS/ANDERSON
 JE1166  USGS QUAD   -  NEOSHO FALLS (1971)
 JE1166
 JE1166                         *CURRENT SURVEY CONTROL
 JE1166  ___________________________________________________________________
 JE1166* NAD 83(1986)-  38 04 28.     (N)    095 31 07.     (W)     SCALED    
 JE1166* NAVD 88     -       314.071  (meters)    1030.41   (feet)  ADJUSTED  
 JE1166  ___________________________________________________________________
 JE1166  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JE1166  DYNAMIC HT  -         313.839 (meters)    1029.65  (feet)  COMP
 JE1166  MODELED GRAV-     979,882.1   (mgal)                       NAVD 88
 JE1166
 JE1166  VERT ORDER  -  SECOND    CLASS 0
 JE1166
 JE1166.The horizontal coordinates were scaled from a topographic map and have
 JE1166.an estimated accuracy of +/- 6 seconds.
 JE1166
 JE1166.The orthometric height was determined by differential leveling
 JE1166.and adjusted by the National Geodetic Survey in June 1991..
 JE1166
 JE1166.The geoid height was determined by GEOID03.
 JE1166
 JE1166.The dynamic height is computed by dividing the NAVD 88
 JE1166.geopotential number by the normal gravity value computed on the
 JE1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1166.degrees latitude (g = 980.6199 gals.).
 JE1166
 JE1166.The modeled gravity was interpolated from observed gravity values.
 JE1166
 JE1166;                    North         East    Units  Estimated Accuracy
 JE1166;SPC KS S     -   560,430.      661,540.      MT  (+/- 180 meters Scaled)
 JE1166
 JE1166                          SUPERSEDED SURVEY CONTROL
 JE1166
 JE1166  NGVD 29 (??/??/92)  313.915  (m)         1029.90   (f) ADJ UNCH    2 0
 JE1166
 JE1166.Superseded values are not recommended for survey control.
 JE1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1166.See file dsdata.txt to determine how the superseded data were derived.
 JE1166
 JE1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC790170(NAD 83)
 JE1166_MARKER: DB = BENCH MARK DISK
 JE1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1166_STAMPING: M 53 1934
 JE1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1166+STABILITY: SURFACE MOTION
 JE1166
 JE1166  HISTORY     - Date     Condition        Report By
 JE1166  HISTORY     - 1934     MONUMENTED       CGS
 JE1166  HISTORY     - 1945     GOOD             NGS
 JE1166  HISTORY     - 1951     GOOD             NGS
 JE1166
 JE1166                          STATION DESCRIPTION
 JE1166
 JE1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JE1166'6.6 MI E FROM LE ROY.
 JE1166'IN ANDERSON COUNTY, ABOUT 6.6 MILES EAST ALONG AN ABANDONED
 JE1166'BRANCH OF THE MISSOURI PACIFIC RAILROAD FROM THE STATION AT
 JE1166'LE ROY, COFFEY COUNTY, 24 FEET EAST OF THE CENTER LINE OF THE
 JE1166'COFFEY-ANDERSON COUNTY-LINE ROAD, AND ABOUT 50 FEET NORTH OF
 JE1166'THE CENTER LINE OF THE OLD RAILROAD GRADE.  A STANDARD DISK,
 JE1166'STAMPED M 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JE1166
 JE1166                          STATION RECOVERY (1951)
 JE1166
 JE1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0755 ***********************************************************************
 JE0755  DESIGNATION -  M 54
 JE0755  PID         -  JE0755
 JE0755  STATE/COUNTY-  KS/LINN
 JE0755  USGS QUAD   -  MOUND CITY (1978)
 JE0755
 JE0755                         *CURRENT SURVEY CONTROL
 JE0755  ___________________________________________________________________
 JE0755* NAD 83(1986)-  38 09 00.     (N)    094 47 14.     (W)     SCALED    
 JE0755* NAVD 88     -       271.461  (meters)     890.62   (feet)  ADJUSTED  
 JE0755  ___________________________________________________________________
 JE0755  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JE0755  DYNAMIC HT  -         271.262 (meters)     889.97  (feet)  COMP
 JE0755  MODELED GRAV-     979,887.1   (mgal)                       NAVD 88
 JE0755
 JE0755  VERT ORDER  -  SECOND    CLASS 0
 JE0755
 JE0755.The horizontal coordinates were scaled from a topographic map and have
 JE0755.an estimated accuracy of +/- 6 seconds.
 JE0755
 JE0755.The orthometric height was determined by differential leveling
 JE0755.and adjusted by the National Geodetic Survey in June 1991..
 JE0755
 JE0755.The geoid height was determined by GEOID03.
 JE0755
 JE0755.The dynamic height is computed by dividing the NAVD 88
 JE0755.geopotential number by the normal gravity value computed on the
 JE0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0755.degrees latitude (g = 980.6199 gals.).
 JE0755
 JE0755.The modeled gravity was interpolated from observed gravity values.
 JE0755
 JE0755;                    North         East    Units  Estimated Accuracy
 JE0755;SPC KS S     -   571,110.      725,330.      MT  (+/- 180 meters Scaled)
 JE0755
 JE0755                          SUPERSEDED SURVEY CONTROL
 JE0755
 JE0755  NGVD 29 (??/??/92)  271.328  (m)          890.18   (f) ADJ UNCH    2 0
 JE0755
 JE0755.Superseded values are not recommended for survey control.
 JE0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0755.See file dsdata.txt to determine how the superseded data were derived.
 JE0755
 JE0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC434239(NAD 83)
 JE0755_MARKER: DB = BENCH MARK DISK
 JE0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0755_STAMPING: M 54 1934
 JE0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0755+STABILITY: SURFACE MOTION
 JE0755
 JE0755  HISTORY     - Date     Condition        Report By
 JE0755  HISTORY     - 1934     MONUMENTED       CGS
 JE0755  HISTORY     - 1951     GOOD             NGS
 JE0755
 JE0755                          STATION DESCRIPTION
 JE0755
 JE0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0755'1.9 MI E FROM MOUND CITY.
 JE0755'1.9 MILES EAST ALONG THE ABANDONED MISSOURI PACIFIC RAILROAD
 JE0755'FROM MOUND CITY, LINN COUNTY, 80 YARDS NORTHWEST OF A FARMHOUSE
 JE0755'AT A GRAVEL-ROAD CROSSING, 28 FEET NORTH OF THE CENTERLINE OF
 JE0755'THE OLD ROADBED, 18 FEET EAST OF THE CENTERLINE OF THE GRAVEL
 JE0755'ROAD, 6 FEET WEST OF A FENCE, AND 1 FOOT EAST OF A WHITE WOODEN
 JE0755'WITNESS POST.  A STANDARD DISK, STAMPED M 54 1934 AND SET IN
 JE0755'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 JE0755'THIS BENCH MARK MAY BE REACHED FROM THE COURTHOUSE BY GOING
 JE0755'1.4 MILES EAST ALONG STATE HIGHWAY 52, THENCE 0.3 MILE NORTH
 JE0755'ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0353 ***********************************************************************
 HE0353  CBN         -  This is a Cooperative Base Network Control Station.
 HE0353  DESIGNATION -  M 55
 HE0353  PID         -  HE0353
 HE0353  STATE/COUNTY-  KS/NEOSHO
 HE0353  USGS QUAD   -  STARK (1973)
 HE0353
 HE0353                         *CURRENT SURVEY CONTROL
 HE0353  ___________________________________________________________________
 HE0353* NAD 83(1997)-  37 38 49.12251(N)    095 10 45.06373(W)     ADJUSTED  
 HE0353* NAVD 88     -       296.200  (meters)     971.78   (feet)  ADJUSTED  
 HE0353  ___________________________________________________________________
 HE0353  X           -    -456,469.264 (meters)                     COMP
 HE0353  Y           -  -5,036,022.486 (meters)                     COMP
 HE0353  Z           -   3,874,655.286 (meters)                     COMP
 HE0353  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 HE0353  ELLIP HEIGHT-         265.29  (meters)          (08/12/03) GPS OBS
 HE0353  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 HE0353  DYNAMIC HT  -         295.969 (meters)     971.02  (feet)  COMP
 HE0353  MODELED GRAV-     979,842.9   (mgal)                       NAVD 88
 HE0353
 HE0353  HORZ ORDER  -  A
 HE0353  VERT ORDER  -  SECOND    CLASS 0
 HE0353  ELLP ORDER  -  FOURTH    CLASS I
 HE0353
 HE0353.The horizontal coordinates were established by GPS observations
 HE0353.and adjusted by the National Geodetic Survey in August 2003..
 HE0353
 HE0353.The orthometric height was determined by differential leveling
 HE0353.and adjusted by the National Geodetic Survey in June 1991..
 HE0353
 HE0353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE0353
 HE0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0353
 HE0353.The ellipsoidal height was determined by GPS observations
 HE0353.and is referenced to NAD 83.
 HE0353
 HE0353.The geoid height was determined by GEOID03.
 HE0353
 HE0353.The dynamic height is computed by dividing the NAVD 88
 HE0353.geopotential number by the normal gravity value computed on the
 HE0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0353.degrees latitude (g = 980.6199 gals.).
 HE0353
 HE0353.The modeled gravity was interpolated from observed gravity values.
 HE0353
 HE0353;                    North         East     Units Scale Factor Converg.
 HE0353;SPC KS S     -   514,017.792   692,990.577   MT  0.99994702   +2 02 26.6
 HE0353;UTM  15      - 4,168,881.433   307,748.033   MT  1.00005528   -1 19 53.2
 HE0353
 HE0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0353!SPC KS S     -   0.99995837  x   0.99994702  =   0.99990539
 HE0353!UTM  15      -   0.99995837  x   1.00005528  =   1.00001365
 HE0353
 HE0353                          SUPERSEDED SURVEY CONTROL
 HE0353
 HE0353  NAD 83(1997)-  37 38 49.12645(N)    095 10 45.07155(W) AD(       ) 3
 HE0353  ELLIP H (10/02/98)  264.67   (m)                       GP(       ) 4 1
 HE0353  NAD 83(1997)-  37 38 49.13263(N)    095 10 45.06952(W) AD(       ) 3
 HE0353  NAD 83(1986)-  37 38 49.14476(N)    095 10 45.06932(W) AD(       ) 3
 HE0353  NAVD 88 (08/12/03)  296.20   (m)          971.8    (f) LEVELING    3  
 HE0353  NGVD 29 (??/??/92)  296.067  (m)          971.35   (f) ADJ UNCH    2 0
 HE0353
 HE0353.Superseded values are not recommended for survey control.
 HE0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0353.See file dsdata.txt to determine how the superseded data were derived.
 HE0353
 HE0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0774868881(NAD 83)
 HE0353_MARKER: DB = BENCH MARK DISK
 HE0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0353_SP_SET: CONCRETE POST
 HE0353_STAMPING: M 55 1934
 HE0353_MARK LOGO: CGS   
 HE0353_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0353+STABILITY: SURFACE MOTION
 HE0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0353+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 HE0353
 HE0353  HISTORY     - Date     Condition        Report By
 HE0353  HISTORY     - 1934     MONUMENTED       CGS
 HE0353  HISTORY     - 1964     GOOD             NGS
 HE0353  HISTORY     - 19890701 GOOD             NGS
 HE0353  HISTORY     - 20020802 GOOD             NGS
 HE0353
 HE0353                          STATION DESCRIPTION
 HE0353
 HE0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0353'8.9 MI N FROM ERIE.
 HE0353'6.9 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0353'ERIE, NEOSHO COUNTY, AT MILEPOST 114, AT A ROAD CROSSING, 48
 HE0353'FEET NORTHWEST OF THE CENTER OF THE CROSSING, AND 36 FEET WEST
 HE0353'OF THE CENTER LINE OF THE COUNTY ROAD.  A STANDARD DISK, STAMPED
 HE0353'M 55 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1964
 HE0353'REPORT, THE BENCH MARK IS 10 FEET NORTHWEST OF MILE POST 74 AND
 HE0353'PROJECTS ABOUT 4 INCHES.
 HE0353
 HE0353                          STATION RECOVERY (1964)
 HE0353
 HE0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0353'RECOVERED IN GOOD CONDITION.
 HE0353
 HE0353                          STATION RECOVERY (1989)
 HE0353
 HE0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HE0353'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) EAST OF CHANUTE, 5.6 KM
 HE0353'(3.50 MI) SOUTHWEST OF STARK, AT THE JUNCTION OF A GRAVEL ROAD AND A
 HE0353'RAILROAD TRACK, IN BELT-HIGH WEEDS ON RAILROAD RIGHT-OF-WAY, IN THE
 HE0353'SOUTHWEST 1/4 OF SECTION 35, T 27 S, R 20 E.
 HE0353'OWNERSHIP--MISSOURI-KANSAS-TEXAS RAILROAD.
 HE0353'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 HE0353'HIGHWAYS 39 AND 201, 1.6 KM (1.00 MI) WEST OF STARK, GO EAST ON
 HE0353'HIGHWAY 201 FOR 45.8 M (150.3 FT) TO A GRAVEL CROSSROAD.  TURN RIGHT
 HE0353'AND GO SOUTH FOR 3.25 KM (2.00 MI) TO A RAILROAD TRACK AND ROAD RIGHT
 HE0353'AT THE KIMBALL COMMUNITY.  TURN RIGHT AND GO WEST THROUGH TOWN FOR 1.6
 HE0353'KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH FOR 1.45 KM
 HE0353'(0.90 MI) TO THE RAILROAD TRACK AND THE STATION ON THE RIGHT.
 HE0353'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 20 CM SQUARE
 HE0353'CONCRETE POST PROJECTING 5 CM ABOVE THE GROUND.  LOCATED 13.7 M
 HE0353'(44.9 FT) NORTH-NORTHWEST OF THE NORTH RAIL, 11.0 M (36.1 FT) WEST OF
 HE0353'THE ROAD CENTER, 5.3 M (17.4 FT) WEST-SOUTHWEST OF A FENCE CORNER, 0.9
 HE0353'M (3.0 FT) SOUTH-SOUTHEAST OF FENCE LINE AND 0.5 M (1.6 FT) EAST OF A
 HE0353'CARSONITE WITNESS POST.
 HE0353'DESCRIBED BY G.R. HEID, TYPED BY HJS.
 HE0353
 HE0353                          STATION RECOVERY (2002)
 HE0353
 HE0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 HE0353'THE STATION IS LOCATED ABOUT 24 KM (14.9 MI) EAST OF CHANUTE, 5.6 KM
 HE0353'(3.5 MI) SOUTHWEST
 HE0353'OF STARK, AT A GRAVEL ROAD AND RAILROAD CROSSING, AT RAILROAD MILE
 HE0353'POST 114, ON
 HE0353'RAILROAD RIGHT-OF-WAY, AND IN THE SOUTHWEST 1/4 OF SECTION 35, T 27 S,
 HE0353'R 20 E.
 HE0353'OWNERSHIP--MISSOURI-KANSAS-TEXAS RAILROAD.  TO REACH THE STATION FROM
 HE0353'THE JUNCTION OF
 HE0353'U.S. HIGHWAY 59 AND STATE HIGHWAYS 39 AND 201 EAST, ABOUT 1.6 KM (1.0
 HE0353'MI) WEST OF STARK,
 HE0353'GO EAST ON STATE HIGHWAY 201 FOR ABOUT 45.7 M (150 FT) TO A PAVED
 HE0353'CROSSROAD.  TURN RIGHT
 HE0353'AND GO SOUTH ON THE PAVED ROAD FOR 3.22 KM (2.0 MI) TO A RAILROAD
 HE0353'CROSSING AT THE SMALL
 HE0353'COMMUNITY OF KIMBALL, AND ROAD ON THE RIGHT LEADING WEST THROUGH THE
 HE0353'KIMBALL
 HE0353'COMMUNITY.  TURN RIGHT AND GO WEST ON THE GRAVEL ROAD, THROUGH THE
 HE0353'SMALL COMMUNITY,
 HE0353'FOR 1.6 KM (1.0 MI) TO A GRAVEL CROSSROAD.  TURN LEFT AND GO SOUTH ON
 HE0353'THE GRAVEL ROAD FOR
 HE0353'1.45 KM (0.90 MI)  TO A RAILROAD CROSSING AND THE STATION ON THE
 HE0353'RIGHT.  THE STATION
 HE0353'PROJECTS 5 CM ABOVE GROUND.  LOCATED 14.9 M (49.0 FT) NORTHWEST FROM
 HE0353'THE CENTER OF THE
 HE0353'RAILROAD CROSSING AND GRAVEL ROAD, 13.7 M (44.9 FT) NORTH-NORTHWEST
 HE0353'FROM THE NORTH
 HE0353'RAIL OF RAILROAD TRACK, 11.0 M (36.0 FT) WEST FROM THE CENTER OF THE
 HE0353'GRAVEL ROAD, 5.3 M (17.4
 HE0353'FT) WEST-SOUTHWEST FROM A FENCE CORNER, 0.9 M (3.0 FT) SOUTH-SOUTHEAST
 HE0353'FROM A FENCE
 HE0353'LINE, AND 0.5 M (1.6 FT) EAST FROM A FIBERGLASS WITNESS POST.
 HE0353' 
 HE0353' 
 HE0353'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0647 ***********************************************************************
 HH0647  DESIGNATION -  M 556
 HH0647  PID         -  HH0647
 HH0647  STATE/COUNTY-  KS/HAMILTON
 HH0647  USGS QUAD   -  SYRACUSE WEST (1966)
 HH0647
 HH0647                         *CURRENT SURVEY CONTROL
 HH0647  ___________________________________________________________________
 HH0647* NAD 83(1986)-  37 59 03.     (N)    101 46 18.     (W)     SCALED    
 HH0647* NAVD 88     -       987.722  (meters)    3240.55   (feet)  ADJUSTED  
 HH0647  ___________________________________________________________________
 HH0647  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 HH0647  DYNAMIC HT  -         986.807 (meters)    3237.55  (feet)  COMP
 HH0647  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 HH0647
 HH0647  VERT ORDER  -  FIRST     CLASS II
 HH0647
 HH0647.The horizontal coordinates were scaled from a topographic map and have
 HH0647.an estimated accuracy of +/- 6 seconds.
 HH0647
 HH0647.The orthometric height was determined by differential leveling
 HH0647.and adjusted by the National Geodetic Survey in June 1991..
 HH0647
 HH0647.The geoid height was determined by GEOID03.
 HH0647
 HH0647.The dynamic height is computed by dividing the NAVD 88
 HH0647.geopotential number by the normal gravity value computed on the
 HH0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0647.degrees latitude (g = 980.6199 gals.).
 HH0647
 HH0647.The modeled gravity was interpolated from observed gravity values.
 HH0647
 HH0647;                    North         East    Units  Estimated Accuracy
 HH0647;SPC KS S     -   551,270.      112,660.      MT  (+/- 180 meters Scaled)
 HH0647
 HH0647                          SUPERSEDED SURVEY CONTROL
 HH0647
 HH0647.No superseded survey control is available for this station.
 HH0647
 HH0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH565076(NAD 83)
 HH0647_MARKER: I = METAL ROD
 HH0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0647_SP_SET: STAINLESS STEEL ROD
 HH0647_STAMPING: M 556 1986
 HH0647_MARK LOGO: NGS   
 HH0647_PROJECTION: FLUSH
 HH0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0647+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 HH0647_ROD/PIPE-DEPTH: 8.2  meters
 HH0647
 HH0647  HISTORY     - Date     Condition        Report By
 HH0647  HISTORY     - 1986     MONUMENTED       NGS
 HH0647  HISTORY     - 20030429 GOOD             INDIV
 HH0647
 HH0647                          STATION DESCRIPTION
 HH0647
 HH0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0647'1.8 KM (1.1 MI) WEST FROM SYRACUSE.
 HH0647'1.8 KM (1.1 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0647'ROUTE 27 SOUTH AT SYRACUSE, AT A DIRT ROAD CROSSING THE TRACKS, 44.7
 HH0647'METERS (146.8 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 25.6 METERS (84
 HH0647'FT) SOUTHEAST OF THE CENTER OF THE ROAD, 17.4 METERS (57 FT) NORTHEAST
 HH0647'OF THE CENTER OF A FIELD ACCESS ROAD, 13.1 METERS (43 FT) SOUTH OF THE
 HH0647'SOUTH RAIL OF THE MAIN TRACK OF THE ATCHISON, TOPEKA AND SANTA FE
 HH0647'RAILROAD, 9.4 METERS (31 FT) SOUTHEAST OF A CONCRETE CULVERT,
 HH0647'2.7 METERS (9 FT) NORTHWEST OF A FENCE CORNER AND 0.9 METER (3 FT)
 HH0647'SOUTHWEST OF A GUYED TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS
 HH0647'HAD THROUGH A 5-INCH LOGO CAP.
 HH0647'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HH0647'THE MARK IS 0.6 M BELOW THE TRACKS.
 HH0647
 HH0647                          STATION RECOVERY (2003)
 HH0647
 HH0647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SCH)
 HH0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1041 ***********************************************************************
 JE1041  DESIGNATION -  M 56
 JE1041  PID         -  JE1041
 JE1041  STATE/COUNTY-  KS/ANDERSON
 JE1041  USGS QUAD   -  BUSH CITY (1983)
 JE1041
 JE1041                         *CURRENT SURVEY CONTROL
 JE1041  ___________________________________________________________________
 JE1041* NAD 83(1986)-  38 09 11.     (N)    095 07 57.     (W)     SCALED    
 JE1041* NAVD 88     -       316.917  (meters)    1039.75   (feet)  ADJUSTED  
 JE1041  ___________________________________________________________________
 JE1041  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 JE1041  DYNAMIC HT  -         316.680 (meters)    1038.97  (feet)  COMP
 JE1041  MODELED GRAV-     979,872.3   (mgal)                       NAVD 88
 JE1041
 JE1041  VERT ORDER  -  SECOND    CLASS 0
 JE1041
 JE1041.The horizontal coordinates were scaled from a topographic map and have
 JE1041.an estimated accuracy of +/- 6 seconds.
 JE1041
 JE1041.The orthometric height was determined by differential leveling
 JE1041.and adjusted by the National Geodetic Survey in June 1991..
 JE1041
 JE1041.The geoid height was determined by GEOID03.
 JE1041
 JE1041.The dynamic height is computed by dividing the NAVD 88
 JE1041.geopotential number by the normal gravity value computed on the
 JE1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1041.degrees latitude (g = 980.6199 gals.).
 JE1041
 JE1041.The modeled gravity was interpolated from observed gravity values.
 JE1041
 JE1041;                    North         East    Units  Estimated Accuracy
 JE1041;SPC KS S     -   570,300.      695,080.      MT  (+/- 180 meters Scaled)
 JE1041
 JE1041                          SUPERSEDED SURVEY CONTROL
 JE1041
 JE1041  NGVD 29 (??/??/92)  316.756  (m)         1039.22   (f) ADJ UNCH    2 0
 JE1041
 JE1041.Superseded values are not recommended for survey control.
 JE1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1041.See file dsdata.txt to determine how the superseded data were derived.
 JE1041
 JE1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC131249(NAD 83)
 JE1041_MARKER: DB = BENCH MARK DISK
 JE1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1041_SP_SET: ABUTMENT
 JE1041_STAMPING: M 56 1934
 JE1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1041
 JE1041  HISTORY     - Date     Condition        Report By
 JE1041  HISTORY     - 1934     MONUMENTED       CGS
 JE1041  HISTORY     - 1950     GOOD             NGS
 JE1041
 JE1041                          STATION DESCRIPTION
 JE1041
 JE1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1041'1.3 MI N FROM SELMA.
 JE1041'1.3 MILES NORTH ALONG A ROAD FROM THE BRICK SCHOOL AT SELMA,
 JE1041'ANDERSON COUNTY, THENCE 0.5 MILE WEST, ON THE OLD ABANDONED
 JE1041'MISSOURI PACIFIC ROADBED, 50 YARDS SOUTHEAST OF THE CENTER LINE
 JE1041'OF AN EAST-AND-WEST DIRT ROAD, AT AN ABANDONED BRIDGE, IN THE
 JE1041'TOP OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT,
 JE1041'36 FEET NORTHEAST OF A WIRE FENCE, AND 6 FEET SOUTHWEST OF THE
 JE1041'CENTER LINE OF THE ABANDONED ROADBED.  A STANDARD DISK, STAMPED
 JE1041'M 56 1934.  THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE
 JE1041'AT BUSH CITY BY GOING 0.2 MILE WEST, THENCE 3.8 MILES SOUTH, AND
 JE1041'THENCE 0.9 MILE EAST ALONG ROADS TO THE OLD ROADBED.
 JE1041
 JE1041                          STATION RECOVERY (1950)
 JE1041
 JE1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0123 ***********************************************************************
 KH0123  DESIGNATION -  M 6
 KH0123  PID         -  KH0123
 KH0123  STATE/COUNTY-  KS/LOGAN
 KH0123  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0123
 KH0123                         *CURRENT SURVEY CONTROL
 KH0123  ___________________________________________________________________
 KH0123* NAD 83(1986)-  39 07 07.     (N)    100 50 58.     (W)     SCALED    
 KH0123* NAVD 88     -       931.146  (meters)    3054.93   (feet)  ADJUSTED  
 KH0123  ___________________________________________________________________
 KH0123  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KH0123  DYNAMIC HT  -         930.408 (meters)    3052.51  (feet)  COMP
 KH0123  MODELED GRAV-     979,803.0   (mgal)                       NAVD 88
 KH0123
 KH0123  VERT ORDER  -  FIRST     CLASS II
 KH0123
 KH0123.The horizontal coordinates were scaled from a topographic map and have
 KH0123.an estimated accuracy of +/- 6 seconds.
 KH0123
 KH0123.The orthometric height was determined by differential leveling
 KH0123.and adjusted by the National Geodetic Survey in June 1991..
 KH0123
 KH0123.The geoid height was determined by GEOID03.
 KH0123
 KH0123.The dynamic height is computed by dividing the NAVD 88
 KH0123.geopotential number by the normal gravity value computed on the
 KH0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0123.degrees latitude (g = 980.6199 gals.).
 KH0123
 KH0123.The modeled gravity was interpolated from observed gravity values.
 KH0123
 KH0123;                    North         East    Units  Estimated Accuracy
 KH0123;SPC KS N     -    91,050.      153,630.      MT  (+/- 180 meters Scaled)
 KH0123
 KH0123                          SUPERSEDED SURVEY CONTROL
 KH0123
 KH0123  NGVD 29 (??/??/92)  930.815  (m)         3053.85   (f) ADJ UNCH    1 2
 KH0123
 KH0123.Superseded values are not recommended for survey control.
 KH0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0123.See file dsdata.txt to determine how the superseded data were derived.
 KH0123
 KH0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ401315(NAD 83)
 KH0123_MARKER: DB = BENCH MARK DISK
 KH0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0123_STAMPING: M 6 1933
 KH0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0123+STABILITY: SURFACE MOTION
 KH0123
 KH0123  HISTORY     - Date     Condition        Report By
 KH0123  HISTORY     - 1933     MONUMENTED       CGS
 KH0123  HISTORY     - 1952     GOOD             NGS
 KH0123  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0123  HISTORY     - 1986     MARK NOT FOUND   NGS
 KH0123
 KH0123                          STATION DESCRIPTION
 KH0123
 KH0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0123'0.6 MI SE FROM OAKLEY.
 KH0123'0.25 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0123'AT OAKLEY, THENCE 0.4 MILE SOUTH ALONG U.S. HIGHWAY 83, AT A
 KH0123'JUNCTION WITH U.S. HIGHWAY 40, 259 FEET SOUTH OF THE CENTER
 KH0123'LINE OF U.S. HIGHWAY 40, 73 FEET NORTHEAST OF THE NORTHEAST
 KH0123'CORNER OF A STEEL BUILDING, 52.9 FEET WEST OF THE CENTER LINE OF
 KH0123'U.S. HIGHWAY 83, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 KH0123'OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 KH0123
 KH0123                          STATION RECOVERY (1975)
 KH0123
 KH0123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0123'MARK NOT FOUND.
 KH0123
 KH0123                          STATION RECOVERY (1986)
 KH0123
 KH0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0123'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0157 ***********************************************************************
 HH0157  DESIGNATION -  M 7
 HH0157  PID         -  HH0157
 HH0157  STATE/COUNTY-  KS/FINNEY
 HH0157  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0157
 HH0157                         *CURRENT SURVEY CONTROL
 HH0157  ___________________________________________________________________
 HH0157* NAD 83(1986)-  37 58 39.     (N)    100 53 34.     (W)     SCALED    
 HH0157* NAVD 88     -       867.990  (meters)    2847.73   (feet)  POSTED    
 HH0157  ___________________________________________________________________
 HH0157  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 HH0157  DYNAMIC HT  -         867.220 (meters)    2845.20  (feet)  COMP
 HH0157  MODELED GRAV-     979,710.7   (mgal)                       NAVD 88
 HH0157
 HH0157  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HH0157
 HH0157.The horizontal coordinates were scaled from a topographic map and have
 HH0157.an estimated accuracy of +/- 6 seconds.
 HH0157
 HH0157.The orthometric height was determined by differential leveling
 HH0157.and adjusted by the National Geodetic Survey in 1992..
 HH0157.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HH0157.rate of 2.1 thru 3.0 mm/km.
 HH0157
 HH0157.The geoid height was determined by GEOID03.
 HH0157
 HH0157.The dynamic height is computed by dividing the NAVD 88
 HH0157.geopotential number by the normal gravity value computed on the
 HH0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0157.degrees latitude (g = 980.6199 gals.).
 HH0157
 HH0157.The modeled gravity was interpolated from observed gravity values.
 HH0157
 HH0157;                    North         East    Units  Estimated Accuracy
 HH0157;SPC KS S     -   548,180.      189,810.      MT  (+/- 180 meters Scaled)
 HH0157
 HH0157                          SUPERSEDED SURVEY CONTROL
 HH0157
 HH0157  NGVD 29 (??/??/92)  867.608  (m)         2846.48   (f) ADJ UNCH    1 2
 HH0157
 HH0157.Superseded values are not recommended for survey control.
 HH0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0157.See file dsdata.txt to determine how the superseded data were derived.
 HH0157
 HH0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH337050(NAD 83)
 HH0157_MARKER: DB = BENCH MARK DISK
 HH0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0157_STAMPING: M 7 1933
 HH0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0157+STABILITY: SURFACE MOTION
 HH0157
 HH0157  HISTORY     - Date     Condition        Report By
 HH0157  HISTORY     - 1933     MONUMENTED       CGS
 HH0157
 HH0157                          STATION DESCRIPTION
 HH0157
 HH0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0157'1.5 MI N FROM GARDEN CITY.
 HH0157'ABOUT 1.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HH0157'RAILWAY FROM THE MUNICIPAL WATER PLANT AT GARDEN CITY, FINNEY
 HH0157'COUNTY, ABOUT 165 FEET SOUTHWEST OF THE SECOND POLE SOUTH OF
 HH0157'MILEPOST 156, ABOUT 85 FEET WEST OF A SMALL WHITE FRAME HOUSE 31
 HH0157'FEET WEST OF THE CENTER LINE OF THE TRACK, AND 1 FOOT EAST OF THE
 HH0157'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 7 1933 AND SET
 HH0157'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2039 ***********************************************************************
 JE2039  DESIGNATION -  M 7
 JE2039  PID         -  JE2039
 JE2039  STATE/COUNTY-  KS/JOHNSON
 JE2039  USGS QUAD   -  OCHELTREE (1991)
 JE2039
 JE2039                         *CURRENT SURVEY CONTROL
 JE2039  ___________________________________________________________________
 JE2039* NAD 83(1997)-  38 51 14.55996(N)    094 52 16.75639(W)     ADJUSTED  
 JE2039* NAVD 88     -       326.26   (+/-2cm)    1070.4    (feet)  VERTCON   
 JE2039  ___________________________________________________________________
 JE2039  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JE2039  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE2039
 JE2039  HORZ ORDER  -  THIRD
 JE2039  VERT ORDER  -  THIRD ? (See Below)
 JE2039
 JE2039.The horizontal coordinates were established by classical geodetic methods
 JE2039.and adjusted by the National Geodetic Survey in October 1998..
 JE2039
 JE2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE2039.The vertical order pertains to the NGVD 29 superseded value.
 JE2039
 JE2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2039
 JE2039.The geoid height was determined by GEOID03.
 JE2039
 JE2039;                    North         East     Units Scale Factor Converg.
 JE2039;SPC KS N     -    62,495.443   671,522.852   MT  0.99998067   +1 58 46.4
 JE2039;SPC KS S     -   648,910.567   714,926.547   MT  1.00006950   +2 13 47.7
 JE2039;UTM  15      - 4,302,243.794   337,620.418   MT  0.99992469   -1 10 27.2
 JE2039
 JE2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2039!SPC KS N     -   0.99995384  x   0.99998067  =   0.99993451
 JE2039!SPC KS S     -   0.99995384  x   1.00006950  =   1.00002333
 JE2039!UTM  15      -   0.99995384  x   0.99992469  =   0.99987853
 JE2039
 JE2039|---------------------------------------------------------------------|
 JE2039| PID    Reference Object                     Distance      Geod. Az  |
 JE2039|                                                           dddmmss.s |
 JE2039| CN7346 M 7 RM 1                              6.045 METERS 02920     |
 JE2039| JE2038 OLATHE DELCO BATTERY PLANT TK       APPROX. 4.6 KM 0661452.7 |
 JE2039| JE2029 OLATHE FAA ARTCC MAST               APPROX. 7.5 KM 0672908.0 |
 JE2039| CN7345 M 7 AZ MK                                          0844344.7 |
 JE2039| CN7347 M 7 RM 2                              6.610 METERS 27145     |
 JE2039|---------------------------------------------------------------------|
 JE2039
 JE2039                          SUPERSEDED SURVEY CONTROL
 JE2039
 JE2039  NAD 83(1986)-  38 51 14.56752(N)    094 52 16.75758(W) AD(       ) 3
 JE2039  NAD 27      -  38 51 14.54178(N)    094 52 15.89052(W) AD(       ) 3
 JE2039  NGVD 29 (07/19/86)  326.14   (m)         1070.0    (f) LEVELING    3  
 JE2039
 JE2039.Superseded values are not recommended for survey control.
 JE2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2039.See file dsdata.txt to determine how the superseded data were derived.
 JE2039
 JE2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3762002244(NAD 83)
 JE2039_MARKER: DB = BENCH MARK DISK
 JE2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2039
 JE2039  HISTORY     - Date     Condition        Report By
 JE2039  HISTORY     - 1948     MONUMENTED       USGS
 JE2039  HISTORY     - 1948     GOOD             USGS
 JE2039  HISTORY     - 1963     GOOD             CGS
 JE2039  HISTORY     - 1976     GOOD             NGS
 JE2039  HISTORY     - 20060121 GOOD             GEOCAC
 JE2039
 JE2039                          STATION DESCRIPTION
 JE2039
 JE2039'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (RLE)
 JE2039'THE STATION MARK IS A STANDARD U.S.G.S. DISK SET IN A 6 INCH
 JE2039'BY 6 INCH CONCRETE POST.  IT IS ABOUT 2.75 MILES WEST AND 2.0
 JE2039'MILES SOUTH OF OLATHE, ON THE SOUTH EDGE OF SCHOOL GROUNDS.  IT IS
 JE2039'4.0 FEET NORTH OF A WOVEN WIRE FENCE, 19.0 FEET SOUTH OF A
 JE2039'FLAGPOLE, 40.0 FEET SOUTH-SOUTHEAST OF A WELL PUMP, 41.0 FEET
 JE2039'WEST OF THE CENTER OF A GRADED ROAD AND 50.0 FEET
 JE2039'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SCHOOL HOUSE.  IT
 JE2039'PROJECTS 2 INCHES AND IS STAMPED 1070 M7 1935.
 JE2039'
 JE2039'REFERENCE MARK NO. 1 IS 5.5 FEET EAST OF A FLAGPOLE AND 31.0 FEET
 JE2039'WEST OF THE CENTER OF A GRADED ROAD.  IT PROJECTS 5 INCHES AND IS
 JE2039'STAMPED M7 NO 1 1948.
 JE2039'
 JE2039'REFERENCE MARK NO. 2 IS 4.0 FEET NORTH OF A WOVEN WIRE FENCE
 JE2039'AND 45.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A SCHOOL HOUSE.
 JE2039'IT PROJECTS 5 INCHES AND IS STAMPED M7 NO 2 1948.
 JE2039'
 JE2039'THE AZIMUTH MARK IS 3.2 FEET WEST OF A POWER LINE POLE AND 39.0
 JE2039'FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 50.  IT PROJECTS 4
 JE2039'INCHES AND IS STAMPED M7 1948.
 JE2039'
 JE2039'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 JE2039'IN OLATHE, GO WESTERLY ON U.S. HIGHWAY NO. 50 FOR 4.0 MILES
 JE2039'TO POINT WHERE U.S. HIGHWAY NO. 50 CURVES FROM WEST TO SOUTH
 JE2039'AND A GRAVEL ROAD LEADS STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD
 JE2039'ON GRAVEL ROAD FOR 0.1 MILE TO CROSS ROAD AND STATION ON THE
 JE2039'LEFT AS DESCRIBED.
 JE2039'
 JE2039'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON GRAVEL ROAD
 JE2039'FOR 0.1 MILE AND CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY NO.
 JE2039'50 FOR 0.6 MILE AND AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JE2039'
 JE2039'A 74 FOOT SIGNAL AT STATION OLATHE IS VISIBLE AT 4 FEET.
 JE2039'
 JE2039'A 113 FOOT SIGNAL AT STATION NAVY IS VISIBLE AT 4 FEET.
 JE2039
 JE2039                          STATION RECOVERY (1963)
 JE2039
 JE2039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JE2039'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JE2039'FOUND IN GOOD CONDITION.  THE SCHOOL HOUSE IS STILL IN PLACE,
 JE2039'BUT IT IS NOT BEING USED FOR SCHOOL.  THE NEW STEEL WITNESS POST
 JE2039'WHICH WAS SET 1 FOOT SOUTH OF THE STATION MARK AND THE REFERENCE
 JE2039'MARKS ARE IN GOOD CONDITION.
 JE2039'
 JE2039'AZIMUTH MARK IS 0.6 MILE EAST OF THE STATION, 39 FEET
 JE2039'NORTH-NORTHWEST OF THE CENTERLINE OF OLD U.S. HIGHWAY 56, 5 FEET
 JE2039'WEST OF A POWER POLE, AND 1 FOOT EAST OF A NEW STEEL WITNESS
 JE2039'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED M 7
 JE2039'1948.
 JE2039'
 JE2039'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JE2039'STATE HIGHWAY 7 AT THE SOUTHWEST EDGE OF THE TOWN OF OLATHE AND
 JE2039'WHICH IS NEAR THE NEW MUNICIPAL WATER TANK, GO WEST AND SOUTH
 JE2039'ON U.S. HIGHWAY 56 FOR 1.7 MILES TO WHERE THE HIGHWAY CURVES WEST
 JE2039'AT THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY
 JE2039'56 FOR 0.5 MILE TO WHERE THE HIGHWAY STARTS TO CURVE TO THE
 JE2039'SOUTH.  CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 0.1 MILE
 JE2039'TO CROSSROADS AND THE ABANDONED SCHOOLHOUSE AND THE STATION IN
 JE2039'THE SOUTHWEST ANGLE OF THE CROSSROADS AS DESCRIBED.
 JE2039'
 JE2039'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE2039
 JE2039                          STATION RECOVERY (1976)
 JE2039
 JE2039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 JE2039'STATION RECOVERED AS DESCRIBED ALONG WITH RMS 1 AND 2 AND AZIMUTH
 JE2039'MARK.
 JE2039'
 JE2039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SW OF
 JE2039'OLATHE.
 JE2039
 JE2039                          STATION RECOVERY (2006)
 JE2039
 JE2039'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE2039'THE FLAGPOLE, WELL PUMP, SCHOOLHOUSE AND ALL WITNESS POSTS HAVE BEEN
 JE2039'REMOVED. THE INTERSECTION OF OLD US HWY 56, WEST 151ST STREET AND
 JE2039'SOUTH LAKESHORE DRIVE HAS BEEN RECONFIGURED SINCE THE 1963
 JE2039'DESCRIPTION.
 JE2039' 
 JE2039'THE STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 JE2039'REFERENCE MARK 1 NOT FOUND AND MAY HAVE BEEN DESTROYED BY DITCH
 JE2039'GRADING ON THE SOUTH SIDE OF WEST 151ST ST. A CONCRETE POST BELIEVED
 JE2039'TO BE THE MOUNTING FOR THE AZIMUTH MARK WAS FOUND WITH THE TOP OF THE
 JE2039'POST BROKEN. THE AZIMUTH DISK IS GONE AND A SHANK REMAINS IN THE POST.
 JE2039' 
 JE2039' 
 JE2039'FROM THE INTERSECTION OF STATE HWY 7 AND OLD US HWY 56 TRAVEL WEST ON
 JE2039'OLD US HWY 56 FOR 2.3 MILES, THENCE RIGHT ON WEST 151ST STREET 360
 JE2039'FEET AND THE STATION ON THE LEFT.  THE STATION MARK IS ABOUT 56 FEET
 JE2039'SOUTH OF THE SOUTH EDGE OF PAVEMENT FOR WEST 151ST ST, 19.5 FEET
 JE2039'SOUTHWEST OF UTILITY POLE KCPL PP154536, AND 1.5 FEET SOUTH OF A FENCE
 JE2039'LINE.
 JE2039' 
 JE2039' 
 JE2039' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0379 ***********************************************************************
 KH0379  DESIGNATION -  M 77
 KH0379  PID         -  KH0379
 KH0379  STATE/COUNTY-  KS/THOMAS
 KH0379  USGS QUAD   -  COLBY (1967)
 KH0379
 KH0379                         *CURRENT SURVEY CONTROL
 KH0379  ___________________________________________________________________
 KH0379* NAD 83(1986)-  39 23 43.     (N)    101 03 08.     (W)     SCALED    
 KH0379* NAVD 88     -       963.471  (meters)    3160.99   (feet)  ADJUSTED  
 KH0379  ___________________________________________________________________
 KH0379  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 KH0379  DYNAMIC HT  -         962.708 (meters)    3158.48  (feet)  COMP
 KH0379  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 KH0379
 KH0379  VERT ORDER  -  SECOND    CLASS 0
 KH0379
 KH0379.The horizontal coordinates were scaled from a topographic map and have
 KH0379.an estimated accuracy of +/- 6 seconds.
 KH0379
 KH0379.The orthometric height was determined by differential leveling
 KH0379.and adjusted by the National Geodetic Survey in June 1991..
 KH0379.WARNING-Repeat measurements at this control monument indicate possible
 KH0379.vertical movement.
 KH0379
 KH0379.The geoid height was determined by GEOID03.
 KH0379
 KH0379.The dynamic height is computed by dividing the NAVD 88
 KH0379.geopotential number by the normal gravity value computed on the
 KH0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0379.degrees latitude (g = 980.6199 gals.).
 KH0379
 KH0379.The modeled gravity was interpolated from observed gravity values.
 KH0379
 KH0379;                    North         East    Units  Estimated Accuracy
 KH0379;SPC KS N     -   122,320.      137,140.      MT  (+/- 180 meters Scaled)
 KH0379
 KH0379                          SUPERSEDED SURVEY CONTROL
 KH0379
 KH0379  NGVD 29 (??/??/92)  963.102  (m)         3159.78   (f) ADJ UNCH    2 0
 KH0379
 KH0379.Superseded values are not recommended for survey control.
 KH0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0379.See file dsdata.txt to determine how the superseded data were derived.
 KH0379
 KH0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ232626(NAD 83)
 KH0379_MARKER: DB = BENCH MARK DISK
 KH0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0379_SP_SET: CONCRETE DOOR ARCH
 KH0379_STAMPING: M-77 1934
 KH0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0379
 KH0379  HISTORY     - Date     Condition        Report By
 KH0379  HISTORY     - 1934     MONUMENTED       CGS
 KH0379  HISTORY     - 1942     GOOD             NGS
 KH0379
 KH0379                          STATION DESCRIPTION
 KH0379
 KH0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0379'AT COLBY.
 KH0379'AT THE COLBY CONSOLIDATED SCHOOL BUILDING.  LOCATED ON SW CORNER
 KH0379'OF GRANT AND THIRD STREETS.  DISK IS SET VERTICALLY IN FOUNDATION
 KH0379'OF CONCRETE DOOR ARCH 9 FT N OF CENTER OF CENTER DOOR OF MAIN
 KH0379'ENTRANCE, 1 FT 7 IN ABOVE LEVEL OF SIDEWALK.
 KH0379
 KH0379                          STATION RECOVERY (1942)
 KH0379
 KH0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0459 ***********************************************************************
 KH0459  DESIGNATION -  M 80
 KH0459  PID         -  KH0459
 KH0459  STATE/COUNTY-  KS/SHERMAN
 KH0459  USGS QUAD   -  WILD HORSE DRAW (1979)
 KH0459
 KH0459                         *CURRENT SURVEY CONTROL
 KH0459  ___________________________________________________________________
 KH0459* NAD 83(1986)-  39 09 44.     (N)    101 43 37.     (W)     SCALED    
 KH0459* NAVD 88     -      1132.428  (meters)    3715.31   (feet)  ADJUSTED  
 KH0459  ___________________________________________________________________
 KH0459  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 KH0459  DYNAMIC HT  -        1131.457 (meters)    3712.12  (feet)  COMP
 KH0459  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 KH0459
 KH0459  VERT ORDER  -  SECOND    CLASS 0
 KH0459
 KH0459.The horizontal coordinates were scaled from a topographic map and have
 KH0459.an estimated accuracy of +/- 6 seconds.
 KH0459
 KH0459.The orthometric height was determined by differential leveling
 KH0459.and adjusted by the National Geodetic Survey in June 1991..
 KH0459
 KH0459.The geoid height was determined by GEOID03.
 KH0459
 KH0459.The dynamic height is computed by dividing the NAVD 88
 KH0459.geopotential number by the normal gravity value computed on the
 KH0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0459.degrees latitude (g = 980.6199 gals.).
 KH0459
 KH0459.The modeled gravity was interpolated from observed gravity values.
 KH0459
 KH0459;                    North         East    Units  Estimated Accuracy
 KH0459;SPC KS N     -    98,640.       77,990.      MT  (+/- 180 meters Scaled)
 KH0459
 KH0459                          SUPERSEDED SURVEY CONTROL
 KH0459
 KH0459  NGVD 29 (??/??/92) 1131.965  (m)         3713.79   (f) ADJ UNCH    2 0
 KH0459
 KH0459.Superseded values are not recommended for survey control.
 KH0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0459.See file dsdata.txt to determine how the superseded data were derived.
 KH0459
 KH0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ643383(NAD 83)
 KH0459_MARKER: DB = BENCH MARK DISK
 KH0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0459_STAMPING: M 80 1935
 KH0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0459+STABILITY: SURFACE MOTION
 KH0459
 KH0459  HISTORY     - Date     Condition        Report By
 KH0459  HISTORY     - 1935     MONUMENTED       CGS
 KH0459  HISTORY     - 1940     GOOD             NGS
 KH0459
 KH0459                          STATION DESCRIPTION
 KH0459
 KH0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0459'13.2 MI S FROM GOODLAND.
 KH0459'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0459'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0459'PARALLELING RAILROAD TRACKS, GO 0.7 MILE TURN LEFT (SOUTH)
 KH0459'ACROSS TRACKS ONTO SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0459'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 13.2 MILES.  BENCH
 KH0459'MARK IS AT CROSS-INTERSECTION OF STATE HIGHWAY NO. 27 AND AN
 KH0459'UNIMPROVED EAST-WEST SECTION LINE ROAD, 63 FEET SOUTHWEST OF
 KH0459'CENTER OF INTERSECTION, 58 FEET WEST OF CENTER LINE OF STATE
 KH0459'HIGHWAY NO. 27, 26 FEET SOUTH OF CENTER LINE OF EAST-WEST
 KH0459'SECTION LINE ROAD, 2.7 FEET SOUTH OF A TELEPHONE POLE NO. 265,
 KH0459'2.0 FEET EAST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 KH0459'PROJECTING 20 FEET.  A STD. DISK B M IN A CAST-IN-PLACE CONCRETE
 KH0459'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0413 ***********************************************************************
 KH0413  DESIGNATION -  M 82
 KH0413  PID         -  KH0413
 KH0413  STATE/COUNTY-  KS/SHERMAN
 KH0413  USGS QUAD   -  RULETON SE (1974)
 KH0413
 KH0413                         *CURRENT SURVEY CONTROL
 KH0413  ___________________________________________________________________
 KH0413* NAD 83(1986)-  39 20 19.     (N)    101 48 55.     (W)     SCALED    
 KH0413* NAVD 88     -      1134.393  (meters)    3721.75   (feet)  ADJUSTED  
 KH0413  ___________________________________________________________________
 KH0413  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 KH0413  DYNAMIC HT  -        1133.435 (meters)    3718.61  (feet)  COMP
 KH0413  MODELED GRAV-     979,743.1   (mgal)                       NAVD 88
 KH0413
 KH0413  VERT ORDER  -  SECOND    CLASS 0
 KH0413
 KH0413.The horizontal coordinates were scaled from a topographic map and have
 KH0413.an estimated accuracy of +/- 6 seconds.
 KH0413
 KH0413.The orthometric height was determined by differential leveling
 KH0413.and adjusted by the National Geodetic Survey in June 1991..
 KH0413
 KH0413.The geoid height was determined by GEOID03.
 KH0413
 KH0413.The dynamic height is computed by dividing the NAVD 88
 KH0413.geopotential number by the normal gravity value computed on the
 KH0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0413.degrees latitude (g = 980.6199 gals.).
 KH0413
 KH0413.The modeled gravity was interpolated from observed gravity values.
 KH0413
 KH0413;                    North         East    Units  Estimated Accuracy
 KH0413;SPC KS N     -   118,530.       71,190.      MT  (+/- 180 meters Scaled)
 KH0413
 KH0413                          SUPERSEDED SURVEY CONTROL
 KH0413
 KH0413  NGVD 29 (??/??/92) 1133.930  (m)         3720.24   (f) ADJ UNCH    2 0
 KH0413
 KH0413.Superseded values are not recommended for survey control.
 KH0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0413.See file dsdata.txt to determine how the superseded data were derived.
 KH0413
 KH0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ573581(NAD 83)
 KH0413_MARKER: DB = BENCH MARK DISK
 KH0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0413_SP_SET: GRAIN ELEVATOR
 KH0413_STAMPING: M 82 1935
 KH0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0413
 KH0413  HISTORY     - Date     Condition        Report By
 KH0413  HISTORY     - 1935     MONUMENTED       CGS
 KH0413
 KH0413                          STATION DESCRIPTION
 KH0413
 KH0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0413'5.3 MI W FROM GOODLAND.
 KH0413'5.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0413'RAILROAD FROM THE STATION AT GOODLAND, SHERMAN COUNTY, 3.9 MILES
 KH0413'EAST OF THE STATION AT RULETON, 3-1/2 POLES WEST OF MILE POLE
 KH0413'429/10, IN THE WALL AT THE SOUTHEAST CORNER OF THE LARGE GRAIN
 KH0413'ELEVATOR OPERATED IN 1935 BY C.E. PIKE, 53 FEET NORTH OF THE
 KH0413'CENTER LINE OF THE MAIN TRACK, AND 3 FEET ABOVE THE GROUND.  A
 KH0413'STANDARD DISK, STAMPED M 82 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0303 ***********************************************************************
 JH0303  DESIGNATION -  M 83
 JH0303  PID         -  JH0303
 JH0303  STATE/COUNTY-  KS/GREELEY
 JH0303  USGS QUAD   -  TRIBUNE (1970)
 JH0303
 JH0303                         *CURRENT SURVEY CONTROL
 JH0303  ___________________________________________________________________
 JH0303* NAD 83(1997)-  38 28 22.15954(N)    101 48 37.73924(W)     ADJUSTED  
 JH0303* NAVD 88     -      1115.660  (meters)    3660.29   (feet)  ADJUSTED  
 JH0303  ___________________________________________________________________
 JH0303  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 JH0303  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 JH0303  DYNAMIC HT  -        1114.651 (meters)    3656.98  (feet)  COMP
 JH0303  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 JH0303
 JH0303  HORZ ORDER  -  SECOND
 JH0303  VERT ORDER  -  SECOND    CLASS 0
 JH0303
 JH0303.The horizontal coordinates were established by classical geodetic methods
 JH0303.and adjusted by the National Geodetic Survey in October 1998..
 JH0303
 JH0303.The orthometric height was determined by differential leveling
 JH0303.and adjusted by the National Geodetic Survey in June 1991..
 JH0303
 JH0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0303
 JH0303.The geoid height was determined by GEOID03.
 JH0303
 JH0303.The dynamic height is computed by dividing the NAVD 88
 JH0303.geopotential number by the normal gravity value computed on the
 JH0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0303.degrees latitude (g = 980.6199 gals.).
 JH0303
 JH0303.The modeled gravity was interpolated from observed gravity values.
 JH0303
 JH0303;                    North         East     Units Scale Factor Converg.
 JH0303;SPC KS S     -   605,589.470   111,174.590   MT  0.99998279   -2 02 03.8
 JH0303;UTM  14      - 4,262,020.594   254,817.362   MT  1.00034037   -1 44 57.8
 JH0303
 JH0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0303!SPC KS S     -   0.99982872  x   0.99998279  =   0.99981151
 JH0303!UTM  14      -   0.99982872  x   1.00034037  =   1.00016903
 JH0303
 JH0303                          SUPERSEDED SURVEY CONTROL
 JH0303
 JH0303  NAD 83(1986)-  38 28 22.15865(N)    101 48 37.73893(W) AD(       ) 2
 JH0303  NAD 27      -  38 28 22.10102(N)    101 48 36.10995(W) AD(       ) 2
 JH0303  NGVD 29 (??/??/92) 1115.205  (m)         3658.80   (f) ADJ UNCH    2 0
 JH0303
 JH0303.Superseded values are not recommended for survey control.
 JH0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0303.See file dsdata.txt to determine how the superseded data were derived.
 JH0303
 JH0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH5481762021(NAD 83)
 JH0303_MARKER: DB = BENCH MARK DISK
 JH0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0303_STAMPING: M 83 1935
 JH0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0303+STABILITY: SURFACE MOTION
 JH0303
 JH0303  HISTORY     - Date     Condition        Report By
 JH0303  HISTORY     - 1935     MONUMENTED       CGS
 JH0303  HISTORY     - 1967     GOOD             USGS
 JH0303
 JH0303                          STATION DESCRIPTION
 JH0303
 JH0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JH0303'0.8 MI W FROM HORACE.
 JH0303'0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JH0303'WATER TANK AT HORACE, GREELEY COUNTY, 117 FEET SOUTHWEST OF
 JH0303'MILEPOST 732, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3 FEET
 JH0303'NORTH OF THE RIGHT-OF-WAY FENCE, AND 2 FEET EAST OF A WHITE
 JH0303'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED M 83 1935 AND
 JH0303'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 JH0303
 JH0303                          STATION RECOVERY (1967)
 JH0303
 JH0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JH0303'0.8 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE WATER
 JH0303'TANK AT HORACE, GREELEY COUNTY, 117 FEET SOUTHWEST OF MILEPOST
 JH0303'732, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3 FEET NORTH
 JH0303'OF THE RIGHT-OF-WAY FENCE, AND 2 FEET EAST OF A WHITE WOODEN
 JH0303'WITNESS POST.  A STANDARD DISK, STAMPED M 83 1935 AND SET IN THE
 JH0303'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 JH0303'(1,115.205 METERS OR 3,658.802 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0548 ***********************************************************************
 HH0548  DESIGNATION -  M 84
 HH0548  PID         -  HH0548
 HH0548  STATE/COUNTY-  KS/STANTON
 HH0548  USGS QUAD   -  JOHNSON EAST (1978)
 HH0548
 HH0548                         *CURRENT SURVEY CONTROL
 HH0548  ___________________________________________________________________
 HH0548* NAD 83(1986)-  37 33 45.     (N)    101 40 18.     (W)     SCALED    
 HH0548* NAVD 88     -       996.331  (meters)    3268.80   (feet)  ADJUSTED  
 HH0548  ___________________________________________________________________
 HH0548  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 HH0548  DYNAMIC HT  -         995.370 (meters)    3265.64  (feet)  COMP
 HH0548  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 HH0548
 HH0548  VERT ORDER  -  SECOND    CLASS 0
 HH0548
 HH0548.The horizontal coordinates were scaled from a topographic map and have
 HH0548.an estimated accuracy of +/- 6 seconds.
 HH0548
 HH0548.The orthometric height was determined by differential leveling
 HH0548.and adjusted by the National Geodetic Survey in June 1991..
 HH0548
 HH0548.The geoid height was determined by GEOID03.
 HH0548
 HH0548.The dynamic height is computed by dividing the NAVD 88
 HH0548.geopotential number by the normal gravity value computed on the
 HH0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0548.degrees latitude (g = 980.6199 gals.).
 HH0548
 HH0548.The modeled gravity was interpolated from observed gravity values.
 HH0548
 HH0548;                    North         East    Units  Estimated Accuracy
 HH0548;SPC KS S     -   504,190.      119,850.      MT  (+/- 180 meters Scaled)
 HH0548
 HH0548                          SUPERSEDED SURVEY CONTROL
 HH0548
 HH0548  NGVD 29 (??/??/92)  995.916  (m)         3267.43   (f) ADJ UNCH    2 0
 HH0548
 HH0548.Superseded values are not recommended for survey control.
 HH0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0548.See file dsdata.txt to determine how the superseded data were derived.
 HH0548
 HH0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG640606(NAD 83)
 HH0548_MARKER: DB = BENCH MARK DISK
 HH0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0548_STAMPING: M 84 1935
 HH0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0548+STABILITY: SURFACE MOTION
 HH0548
 HH0548  HISTORY     - Date     Condition        Report By
 HH0548  HISTORY     - 1935     MONUMENTED       CGS
 HH0548  HISTORY     - 1941     MARK NOT FOUND   NGS
 HH0548
 HH0548                          STATION DESCRIPTION
 HH0548
 HH0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HH0548'4.6 MI E FROM JOHNSON.
 HH0548'4.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0548'FROM THE STATION AT JOHNSON, STANTON COUNTY, 6.0 MILES WEST OF
 HH0548'THE STATION AT BIG BOW, 6 POLES EAST OF MILEPOST 41, AT A ROAD
 HH0548'CROSSING, 47 FEET WEST OF THE CENTERLINE OF THE ROAD, 49 FEET
 HH0548'SOUTH OF THE CENTERLINE OF THE TRACK, 12 FEET SOUTH OF A TELEPHONE
 HH0548'POLE, 12 FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF THE
 HH0548'FENCE.  A STANDARD DISK, STAMPED M 84 1935 AND SET IN THE TOP
 HH0548'OF A CONCRETE POST.  NOTE-- BM APPARENTLY COVERED BY SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0400 ***********************************************************************
 HH0400  DESIGNATION -  M 87
 HH0400  PID         -  HH0400
 HH0400  STATE/COUNTY-  KS/MORTON
 HH0400  USGS QUAD   -  SHORE AIRPORT SW (1973)
 HH0400
 HH0400                         *CURRENT SURVEY CONTROL
 HH0400  ___________________________________________________________________
 HH0400* NAD 83(1986)-  37 15 27.     (N)    101 39 52.     (W)     SCALED    
 HH0400* NAVD 88     -      1017.222  (meters)    3337.34   (feet)  ADJUSTED  
 HH0400  ___________________________________________________________________
 HH0400  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 HH0400  DYNAMIC HT  -        1016.208 (meters)    3334.01  (feet)  COMP
 HH0400  MODELED GRAV-     979,599.1   (mgal)                       NAVD 88
 HH0400
 HH0400  VERT ORDER  -  SECOND    CLASS 0
 HH0400
 HH0400.The horizontal coordinates were scaled from a topographic map and have
 HH0400.an estimated accuracy of +/- 6 seconds.
 HH0400
 HH0400.The orthometric height was determined by differential leveling
 HH0400.and adjusted by the National Geodetic Survey in June 1991..
 HH0400
 HH0400.The geoid height was determined by GEOID03.
 HH0400
 HH0400.The dynamic height is computed by dividing the NAVD 88
 HH0400.geopotential number by the normal gravity value computed on the
 HH0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0400.degrees latitude (g = 980.6199 gals.).
 HH0400
 HH0400.The modeled gravity was interpolated from observed gravity values.
 HH0400
 HH0400;                    North         East    Units  Estimated Accuracy
 HH0400;SPC KS S     -   470,340.      119,330.      MT  (+/- 180 meters Scaled)
 HH0400
 HH0400                          SUPERSEDED SURVEY CONTROL
 HH0400
 HH0400  NGVD 29 (??/??/92) 1016.790  (m)         3335.92   (f) ADJ UNCH    2 0
 HH0400
 HH0400.Superseded values are not recommended for survey control.
 HH0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0400.See file dsdata.txt to determine how the superseded data were derived.
 HH0400
 HH0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG637267(NAD 83)
 HH0400_MARKER: DB = BENCH MARK DISK
 HH0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0400_STAMPING: M 87 1935
 HH0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0400+STABILITY: SURFACE MOTION
 HH0400
 HH0400  HISTORY     - Date     Condition        Report By
 HH0400  HISTORY     - 1935     MONUMENTED       CGS
 HH0400
 HH0400                          STATION DESCRIPTION
 HH0400
 HH0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0400'7 MI E FROM RICHFIELD.
 HH0400'7.0 MILES EAST ALONG STATE HIGHWAY 51 FROM RICHFIELD, MORTON
 HH0400'COUNTY, AT A ROAD INTERSECTION, 39 FEET SOUTH OF THE CENTER LINE
 HH0400'OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 2
 HH0400'FEET EAST OF A STOP SIGN, AND IN LINE WITH A ROW OF POLES.  A
 HH0400'STANDARD DISK, STAMPED M 87 1935 AND SET IN THE TOP OF A
 HH0400'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0432 ***********************************************************************
 HH0432  DESIGNATION -  M 88
 HH0432  PID         -  HH0432
 HH0432  STATE/COUNTY-  KS/MORTON
 HH0432  USGS QUAD   -  ELKHART NW (1973)
 HH0432
 HH0432                         *CURRENT SURVEY CONTROL
 HH0432  ___________________________________________________________________
 HH0432* NAD 83(1986)-  37 08 28.     (N)    101 58 20.     (W)     SCALED    
 HH0432* NAVD 88     -      1102.073  (meters)    3615.72   (feet)  ADJUSTED  
 HH0432  ___________________________________________________________________
 HH0432  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 HH0432  DYNAMIC HT  -        1100.950 (meters)    3612.03  (feet)  COMP
 HH0432  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 HH0432
 HH0432  VERT ORDER  -  SECOND    CLASS 0
 HH0432
 HH0432.The horizontal coordinates were scaled from a topographic map and have
 HH0432.an estimated accuracy of +/- 6 seconds.
 HH0432
 HH0432.The orthometric height was determined by differential leveling
 HH0432.and adjusted by the National Geodetic Survey in June 1991..
 HH0432
 HH0432.The geoid height was determined by GEOID03.
 HH0432
 HH0432.The dynamic height is computed by dividing the NAVD 88
 HH0432.geopotential number by the normal gravity value computed on the
 HH0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0432.degrees latitude (g = 980.6199 gals.).
 HH0432
 HH0432.The modeled gravity was interpolated from observed gravity values.
 HH0432
 HH0432;                    North         East    Units  Estimated Accuracy
 HH0432;SPC KS S     -   458,400.       91,570.      MT  (+/- 180 meters Scaled)
 HH0432
 HH0432                          SUPERSEDED SURVEY CONTROL
 HH0432
 HH0432  NGVD 29 (??/??/92) 1101.620  (m)         3614.23   (f) ADJ UNCH    2 0
 HH0432
 HH0432.Superseded values are not recommended for survey control.
 HH0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0432.See file dsdata.txt to determine how the superseded data were derived.
 HH0432
 HH0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG360146(NAD 83)
 HH0432_MARKER: DB = BENCH MARK DISK
 HH0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0432_STAMPING: M 88 1935
 HH0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0432+STABILITY: SURFACE MOTION
 HH0432
 HH0432  HISTORY     - Date     Condition        Report By
 HH0432  HISTORY     - 1935     MONUMENTED       CGS
 HH0432  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0432
 HH0432                          STATION DESCRIPTION
 HH0432
 HH0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0432'18.7 MI SW FROM RICHFIELD.
 HH0432'18.7 MILES SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 51
 HH0432'FROM RICHFIELD, MORTON COUNTY, 80 FEET NORTHEAST OF A BARN,
 HH0432'AT A ROAD INTERSECTION, 53 FEET SOUTH OF THE CENTER LINE OF THE
 HH0432'OLD HIGHWAY, AND 36 FEET WEST OF THE CENTER LINE OF THE ROAD.
 HH0432'A STANDARD DISK, STAMPED M 88 1935 AND SET IN THE TOP OF A
 HH0432'CONCRETE POST.
 HH0432
 HH0432                          STATION RECOVERY (1973)
 HH0432
 HH0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0099 ***********************************************************************
 JH0099  DESIGNATION -  M 9
 JH0099  PID         -  JH0099
 JH0099  STATE/COUNTY-  KS/LOGAN
 JH0099  USGS QUAD   -  ELKADER (1974)
 JH0099
 JH0099                         *CURRENT SURVEY CONTROL
 JH0099  ___________________________________________________________________
 JH0099* NAD 83(1986)-  38 47 41.     (N)    100 51 30.     (W)     SCALED    
 JH0099* NAVD 88     -       805.184  (meters)    2641.67   (feet)  ADJUSTED  
 JH0099  ___________________________________________________________________
 JH0099  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 JH0099  DYNAMIC HT  -         804.545 (meters)    2639.58  (feet)  COMP
 JH0099  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 JH0099
 JH0099  VERT ORDER  -  FIRST     CLASS II
 JH0099
 JH0099.The horizontal coordinates were scaled from a topographic map and have
 JH0099.an estimated accuracy of +/- 6 seconds.
 JH0099
 JH0099.The orthometric height was determined by differential leveling
 JH0099.and adjusted by the National Geodetic Survey in June 1991..
 JH0099
 JH0099.The geoid height was determined by GEOID03.
 JH0099
 JH0099.The dynamic height is computed by dividing the NAVD 88
 JH0099.geopotential number by the normal gravity value computed on the
 JH0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0099.degrees latitude (g = 980.6199 gals.).
 JH0099
 JH0099.The modeled gravity was interpolated from observed gravity values.
 JH0099
 JH0099;                    North         East    Units  Estimated Accuracy
 JH0099;SPC KS N     -    55,140.      151,720.      MT  (+/- 180 meters Scaled)
 JH0099
 JH0099                          SUPERSEDED SURVEY CONTROL
 JH0099
 JH0099  NGVD 29 (??/??/92)  804.865  (m)         2640.63   (f) ADJ UNCH    1 2
 JH0099
 JH0099.Superseded values are not recommended for survey control.
 JH0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0099.See file dsdata.txt to determine how the superseded data were derived.
 JH0099
 JH0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH386956(NAD 83)
 JH0099_MARKER: DB = BENCH MARK DISK
 JH0099_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JH0099_SP_SET: BRIDGE ABUTMENT
 JH0099_STAMPING: M 9 1933
 JH0099_MARK LOGO: CGS   
 JH0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0099
 JH0099  HISTORY     - Date     Condition        Report By
 JH0099  HISTORY     - 1933     MONUMENTED       CGS
 JH0099  HISTORY     - 1942     GOOD             NGS
 JH0099  HISTORY     - 1986     GOOD             NGS
 JH0099
 JH0099                          STATION DESCRIPTION
 JH0099
 JH0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0099'AT ELKADER.
 JH0099'AT ELKADER 0.1 MILE NORTH OF ELKADER POST OFFICE, ON SOUTHWEST
 JH0099'CORNER OF SOUTH ABUTMENT OF CONCRETE HIGHWAY U.S. 83 BRIDGE
 JH0099'OVER SMOKEY RIVER.
 JH0099
 JH0099                          STATION RECOVERY (1942)
 JH0099
 JH0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0099'RECOVERED IN GOOD CONDITION.
 JH0099
 JH0099                          STATION RECOVERY (1986)
 JH0099
 JH0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0099'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  35.24 KM
 JH0099'(22.02 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT SCOTT
 JH0099'CITY, IN TOP OF AND 3-FEET EAST OF THE WEST END OF THE SOUTH ABUTMENT
 JH0099'FOR THE BRIDGE OVER THE SMOKY HILL RIVER, 0.21 KM (0.13 MI) SOUTH OF
 JH0099'MILEPOST 129 AND 4.1 METERS (13.5 FT) WEST OF THE HIGHWAY CENTERLINE,
 JH0099'ALSO 35.71 KM (22.31 MI) SOUTH OF OAKLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0349 ***********************************************************************
 KH0349  DESIGNATION -  M 90
 KH0349  PID         -  KH0349
 KH0349  STATE/COUNTY-  KS/LOGAN
 KH0349  USGS QUAD   -  WINONA (1972)
 KH0349
 KH0349                         *CURRENT SURVEY CONTROL
 KH0349  ___________________________________________________________________
 KH0349* NAD 83(1986)-  39 04 55.     (N)    101 11 08.     (W)     SCALED    
 KH0349* NAVD 88     -       981.074  (meters)    3218.74   (feet)  ADJUSTED  
 KH0349  ___________________________________________________________________
 KH0349  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 KH0349  DYNAMIC HT  -         980.268 (meters)    3216.10  (feet)  COMP
 KH0349  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 KH0349
 KH0349  VERT ORDER  -  FIRST     CLASS II
 KH0349
 KH0349.The horizontal coordinates were scaled from a topographic map and have
 KH0349.an estimated accuracy of +/- 6 seconds.
 KH0349
 KH0349.The orthometric height was determined by differential leveling
 KH0349.and adjusted by the National Geodetic Survey in June 1991..
 KH0349
 KH0349.The geoid height was determined by GEOID03.
 KH0349
 KH0349.The dynamic height is computed by dividing the NAVD 88
 KH0349.geopotential number by the normal gravity value computed on the
 KH0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0349.degrees latitude (g = 980.6199 gals.).
 KH0349
 KH0349.The modeled gravity was interpolated from observed gravity values.
 KH0349
 KH0349;                    North         East    Units  Estimated Accuracy
 KH0349;SPC KS N     -    87,950.      124,430.      MT  (+/- 180 meters Scaled)
 KH0349
 KH0349                          SUPERSEDED SURVEY CONTROL
 KH0349
 KH0349  NGVD 29 (??/??/92)  980.696  (m)         3217.50   (f) ADJ UNCH    1 2
 KH0349
 KH0349.Superseded values are not recommended for survey control.
 KH0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0349.See file dsdata.txt to determine how the superseded data were derived.
 KH0349
 KH0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ109281(NAD 83)
 KH0349_MARKER: DB = BENCH MARK DISK
 KH0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0349_SP_SET: BRIDGE
 KH0349_STAMPING: M 90 1935
 KH0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0349
 KH0349  HISTORY     - Date     Condition        Report By
 KH0349  HISTORY     - 1935     MONUMENTED       CGS
 KH0349  HISTORY     - 1952     GOOD             NGS
 KH0349
 KH0349                          STATION DESCRIPTION
 KH0349
 KH0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0349'2 MI SW FROM PAGE CITY.
 KH0349'1.95 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0349'STATION AT PAGE CITY, 0.1 MILE SOUTHWEST OF A JUNCTION WITH
 KH0349'STATE HIGHWAY 25, 190.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 KH0349'17 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 40, SET
 KH0349'IN THE TOP OF THE NORTH WINGWALL OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0230 ***********************************************************************
 HH0230  DESIGNATION -  M 91 RESET
 HH0230  PID         -  HH0230
 HH0230  STATE/COUNTY-  KS/KEARNY
 HH0230  USGS QUAD   -  LAKIN SE (1978)
 HH0230
 HH0230                         *CURRENT SURVEY CONTROL
 HH0230  ___________________________________________________________________
 HH0230* NAD 83(1986)-  37 45 52.     (N)    101 21 51.     (W)     SCALED    
 HH0230* NAVD 88     -       932.219  (meters)    3058.46   (feet)  ADJUSTED  
 HH0230  ___________________________________________________________________
 HH0230  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HH0230  DYNAMIC HT  -         931.345 (meters)    3055.59  (feet)  COMP
 HH0230  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 HH0230
 HH0230  VERT ORDER  -  SECOND    CLASS 0
 HH0230
 HH0230.The horizontal coordinates were scaled from a topographic map and have
 HH0230.an estimated accuracy of +/- 6 seconds.
 HH0230
 HH0230.The orthometric height was determined by differential leveling
 HH0230.and adjusted by the National Geodetic Survey in June 1991..
 HH0230
 HH0230.The geoid height was determined by GEOID03.
 HH0230
 HH0230.The dynamic height is computed by dividing the NAVD 88
 HH0230.geopotential number by the normal gravity value computed on the
 HH0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0230.degrees latitude (g = 980.6199 gals.).
 HH0230
 HH0230.The modeled gravity was interpolated from observed gravity values.
 HH0230
 HH0230;                    North         East    Units  Estimated Accuracy
 HH0230;SPC KS S     -   525,710.      147,690.      MT  (+/- 180 meters Scaled)
 HH0230
 HH0230                          SUPERSEDED SURVEY CONTROL
 HH0230
 HH0230  NGVD 29 (??/??/92)  931.808  (m)         3057.11   (f) ADJ UNCH    2 0
 HH0230
 HH0230.Superseded values are not recommended for survey control.
 HH0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0230.See file dsdata.txt to determine how the superseded data were derived.
 HH0230
 HH0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG917823(NAD 83)
 HH0230_MARKER: DB = BENCH MARK DISK
 HH0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0230_SP_SET: CULVERT
 HH0230_STAMPING: M 91 RESET 1940
 HH0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0230
 HH0230  HISTORY     - Date     Condition        Report By
 HH0230  HISTORY     - 1940     MONUMENTED       CGS
 HH0230
 HH0230                          STATION DESCRIPTION
 HH0230
 HH0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0230'12.6 MI N FROM ULYSSES.
 HH0230'IN KEARNY COUNTY, ABOUT 12.6 MILES NORTH ALONG STATE HIGHWAY
 HH0230'25 FROM THE HIGH SCHOOL AT ULYSSES, GRANT COUNTY, AT A
 HH0230'CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE WEST CONCRETE
 HH0230'HEAD WALL, 17.8 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HH0230'43 FEET EAST OF A NORTH-AND-SOUTH FENCE, AND 12.0 FEET SOUTHEAST
 HH0230'OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED M 91 RESET
 HH0230'1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0371 ***********************************************************************
 HH0371  DESIGNATION -  M 92 RESET
 HH0371  PID         -  HH0371
 HH0371  STATE/COUNTY-  KS/STEVENS
 HH0371  USGS QUAD   -  WAGON BED SPRING SE (1974)
 HH0371
 HH0371                         *CURRENT SURVEY CONTROL
 HH0371  ___________________________________________________________________
 HH0371* NAD 83(1986)-  37 22 23.     (N)    101 20 23.     (W)     SCALED    
 HH0371* NAVD 88     -       933.919  (meters)    3064.03   (feet)  ADJUSTED  
 HH0371  ___________________________________________________________________
 HH0371  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 HH0371  DYNAMIC HT  -         933.020 (meters)    3061.08  (feet)  COMP
 HH0371  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 HH0371
 HH0371  VERT ORDER  -  SECOND    CLASS 0
 HH0371
 HH0371.The horizontal coordinates were scaled from a topographic map and have
 HH0371.an estimated accuracy of +/- 6 seconds.
 HH0371
 HH0371.The orthometric height was determined by differential leveling
 HH0371.and adjusted by the National Geodetic Survey in June 1991..
 HH0371
 HH0371.The geoid height was determined by GEOID03.
 HH0371
 HH0371.The dynamic height is computed by dividing the NAVD 88
 HH0371.geopotential number by the normal gravity value computed on the
 HH0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0371.degrees latitude (g = 980.6199 gals.).
 HH0371
 HH0371.The modeled gravity was interpolated from observed gravity values.
 HH0371
 HH0371;                    North         East    Units  Estimated Accuracy
 HH0371;SPC KS S     -   482,230.      148,520.      MT  (+/- 180 meters Scaled)
 HH0371
 HH0371                          SUPERSEDED SURVEY CONTROL
 HH0371
 HH0371  NGVD 29 (??/??/92)  933.522  (m)         3062.73   (f) ADJ UNCH    2 0
 HH0371
 HH0371.Superseded values are not recommended for survey control.
 HH0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0371.See file dsdata.txt to determine how the superseded data were derived.
 HH0371
 HH0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG928388(NAD 83)
 HH0371_MARKER: DB = BENCH MARK DISK
 HH0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0371_STAMPING: M 92 RESET 1940
 HH0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0371+STABILITY: SURFACE MOTION
 HH0371
 HH0371  HISTORY     - Date     Condition        Report By
 HH0371  HISTORY     - 1940     MONUMENTED       CGS
 HH0371  HISTORY     - 1972     MARK NOT FOUND   USGS
 HH0371
 HH0371                          STATION DESCRIPTION
 HH0371
 HH0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0371'14 MI N FROM HUGOTON.
 HH0371'ABOUT 14.0 MILES NORTH ALONG U.S. HIGHWAY 270 FROM THE COURTHOUSE
 HH0371'AT HUGOTON, STEVENS COUNTY, 57 FEET SOUTHWEST OF THE CENTER OF
 HH0371'THE CROSSING OF AN EAST-AND-WEST ROAD, 30 FEET SOUTH OF THE CENTER
 HH0371'LINE OF THE ROAD, 46 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HH0371'16 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT WEST OF THE FENCE, AND
 HH0371'2.0 FEET NORTH OF A 4- BY 4-INCH WHITE POST PROJECTING ABOUT 2.0
 HH0371'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED M 92 RESET 1940 AND
 HH0371'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE
 HH0371'GROUND.
 HH0371
 HH0371                          STATION RECOVERY (1972)
 HH0371
 HH0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0453 ***********************************************************************
 HH0453  DESIGNATION -  M 93
 HH0453  PID         -  HH0453
 HH0453  STATE/COUNTY-  KS/MORTON
 HH0453  USGS QUAD   -  ELKHART NW (1973)
 HH0453
 HH0453                         *CURRENT SURVEY CONTROL
 HH0453  ___________________________________________________________________
 HH0453* NAD 83(1986)-  37 08 28.     (N)    101 54 00.     (W)     SCALED    
 HH0453* NAVD 88     -      1078.155  (meters)    3537.25   (feet)  ADJUSTED  
 HH0453  ___________________________________________________________________
 HH0453  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 HH0453  DYNAMIC HT  -        1077.056 (meters)    3533.64  (feet)  COMP
 HH0453  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 HH0453
 HH0453  VERT ORDER  -  SECOND    CLASS 0
 HH0453
 HH0453.The horizontal coordinates were scaled from a topographic map and have
 HH0453.an estimated accuracy of +/- 6 seconds.
 HH0453
 HH0453.The orthometric height was determined by differential leveling
 HH0453.and adjusted by the National Geodetic Survey in June 1991..
 HH0453
 HH0453.The geoid height was determined by GEOID03.
 HH0453
 HH0453.The dynamic height is computed by dividing the NAVD 88
 HH0453.geopotential number by the normal gravity value computed on the
 HH0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0453.degrees latitude (g = 980.6199 gals.).
 HH0453
 HH0453.The modeled gravity was interpolated from observed gravity values.
 HH0453
 HH0453;                    North         East    Units  Estimated Accuracy
 HH0453;SPC KS S     -   458,160.       97,980.      MT  (+/- 180 meters Scaled)
 HH0453
 HH0453                          SUPERSEDED SURVEY CONTROL
 HH0453
 HH0453  NGVD 29 (??/??/92) 1077.700  (m)         3535.75   (f) ADJ UNCH    2 0
 HH0453
 HH0453.Superseded values are not recommended for survey control.
 HH0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0453.See file dsdata.txt to determine how the superseded data were derived.
 HH0453
 HH0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG424144(NAD 83)
 HH0453_MARKER: DB = BENCH MARK DISK
 HH0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0453_STAMPING: M 93 1935
 HH0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0453+STABILITY: SURFACE MOTION
 HH0453
 HH0453  HISTORY     - Date     Condition        Report By
 HH0453  HISTORY     - 1935     MONUMENTED       CGS
 HH0453  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0453
 HH0453                          STATION DESCRIPTION
 HH0453
 HH0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0453'9.5 MI N FROM ELKHART.
 HH0453'ABOUT 9.5 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE HIGH
 HH0453'SCHOOL AT ELKHART, MORTON COUNTY, AT THE TRIANGULAR JUNCTION
 HH0453'OF STATE HIGHWAY 12, ABOUT 75 FEET WEST OF THE CENTER LINE OF
 HH0453'STATE HIGHWAY 27, AND ABOUT 60 FEET SOUTH OF THE CENTER LINE
 HH0453'OF STATE HIGHWAY 12.  A STANDARD DISK, STAMPED M 93 1935 AND
 HH0453'SET IN THE TOP OF A CONCRETE POST.
 HH0453
 HH0453                          STATION RECOVERY (1973)
 HH0453
 HH0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0481 ***********************************************************************
 KH0481  DESIGNATION -  M 95
 KH0481  PID         -  KH0481
 KH0481  STATE/COUNTY-  KS/CHEYENNE
 KH0481  USGS QUAD   -  ST FRANCIS (1978)
 KH0481
 KH0481                         *CURRENT SURVEY CONTROL
 KH0481  ___________________________________________________________________
 KH0481* NAD 83(1986)-  39 45 42.     (N)    101 50 54.     (W)     SCALED    
 KH0481* NAVD 88     -      1023.004  (meters)    3356.31   (feet)  ADJUSTED  
 KH0481  ___________________________________________________________________
 KH0481  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 KH0481  DYNAMIC HT  -        1022.207 (meters)    3353.69  (feet)  COMP
 KH0481  MODELED GRAV-     979,812.2   (mgal)                       NAVD 88
 KH0481
 KH0481  VERT ORDER  -  SECOND    CLASS 0
 KH0481
 KH0481.The horizontal coordinates were scaled from a topographic map and have
 KH0481.an estimated accuracy of +/- 6 seconds.
 KH0481
 KH0481.The orthometric height was determined by differential leveling
 KH0481.and adjusted by the National Geodetic Survey in June 1991..
 KH0481
 KH0481.The geoid height was determined by GEOID03.
 KH0481
 KH0481.The dynamic height is computed by dividing the NAVD 88
 KH0481.geopotential number by the normal gravity value computed on the
 KH0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0481.degrees latitude (g = 980.6199 gals.).
 KH0481
 KH0481.The modeled gravity was interpolated from observed gravity values.
 KH0481
 KH0481;                    North         East    Units  Estimated Accuracy
 KH0481;SPC KS N     -   165,570.       70,340.      MT  (+/- 180 meters Scaled)
 KH0481
 KH0481                          SUPERSEDED SURVEY CONTROL
 KH0481
 KH0481  NGVD 29 (??/??/92) 1022.568  (m)         3354.88   (f) ADJ UNCH    2 0
 KH0481
 KH0481.Superseded values are not recommended for survey control.
 KH0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0481.See file dsdata.txt to determine how the superseded data were derived.
 KH0481
 KH0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK560051(NAD 83)
 KH0481_MARKER: DB = BENCH MARK DISK
 KH0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0481_SP_SET: CULVERT
 KH0481_STAMPING: M 95 1935
 KH0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0481
 KH0481  HISTORY     - Date     Condition        Report By
 KH0481  HISTORY     - 1935     MONUMENTED       CGS
 KH0481  HISTORY     - 1948     MARK NOT FOUND   USGS
 KH0481  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0481
 KH0481                          STATION DESCRIPTION
 KH0481
 KH0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0481'2.6 MI W FROM ST FRANCIS.
 KH0481'2.6 MI. W. OF DEPOT ALONG U.S. 36.  ABOUT 100 FT. S.W. OF THE
 KH0481'S.W. CORNER OF CITY LAKE, AT A CONCRETE CULVERT, AND SET ON THE
 KH0481'E. END OF THE S. HEADWALL.
 KH0481
 KH0481                          STATION RECOVERY (1948)
 KH0481
 KH0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 KH0481'MARK NOT FOUND.
 KH0481
 KH0481                          STATION RECOVERY (1975)
 KH0481
 KH0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0267 ***********************************************************************
 KH0267  DESIGNATION -  M 96
 KH0267  PID         -  KH0267
 KH0267  STATE/COUNTY-  KS/RAWLINS
 KH0267  USGS QUAD   -  MC DONALD SW (1978)
 KH0267
 KH0267                         *CURRENT SURVEY CONTROL
 KH0267  ___________________________________________________________________
 KH0267* NAD 83(1986)-  39 46 43.     (N)    101 23 29.     (W)     SCALED    
 KH0267* NAVD 88     -      1025.590  (meters)    3364.79   (feet)  ADJUSTED  
 KH0267  ___________________________________________________________________
 KH0267  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 KH0267  DYNAMIC HT  -        1024.811 (meters)    3362.23  (feet)  COMP
 KH0267  MODELED GRAV-     979,831.7   (mgal)                       NAVD 88
 KH0267
 KH0267  VERT ORDER  -  SECOND    CLASS 0
 KH0267
 KH0267.The horizontal coordinates were scaled from a topographic map and have
 KH0267.an estimated accuracy of +/- 6 seconds.
 KH0267
 KH0267.The orthometric height was determined by differential leveling
 KH0267.and adjusted by the National Geodetic Survey in June 1991..
 KH0267
 KH0267.The geoid height was determined by GEOID03.
 KH0267
 KH0267.The dynamic height is computed by dividing the NAVD 88
 KH0267.geopotential number by the normal gravity value computed on the
 KH0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0267.degrees latitude (g = 980.6199 gals.).
 KH0267
 KH0267.The modeled gravity was interpolated from observed gravity values.
 KH0267
 KH0267;                    North         East    Units  Estimated Accuracy
 KH0267;SPC KS N     -   165,890.      109,530.      MT  (+/- 180 meters Scaled)
 KH0267
 KH0267                          SUPERSEDED SURVEY CONTROL
 KH0267
 KH0267  NGVD 29 (??/??/92) 1025.182  (m)         3363.45   (f) ADJ UNCH    2 0
 KH0267
 KH0267.Superseded values are not recommended for survey control.
 KH0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0267.See file dsdata.txt to determine how the superseded data were derived.
 KH0267
 KH0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK952059(NAD 83)
 KH0267_MARKER: DB = BENCH MARK DISK
 KH0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0267_STAMPING: M 96 1935
 KH0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0267+STABILITY: SURFACE MOTION
 KH0267
 KH0267  HISTORY     - Date     Condition        Report By
 KH0267  HISTORY     - 1935     MONUMENTED       CGS
 KH0267  HISTORY     - 1942     GOOD             NGS
 KH0267  HISTORY     - 1976     MARK NOT FOUND   USGS
 KH0267
 KH0267                          STATION DESCRIPTION
 KH0267
 KH0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0267'1 MI W FROM MC DONALD.
 KH0267'1.0 MI. W. ALONG C.B. AND Q. RY.  ABOUT 0.3 MI. E. OF MILEPOLE
 KH0267'111, ABOUT 35 FT. W. OF THE CENTER LINE OF A CROSS-ROAD, ABOUT
 KH0267'50 FT. N. OF THE CENTER OF THE TRACK AND 2 FT. S. OF FENCE LINE.
 KH0267
 KH0267                          STATION RECOVERY (1942)
 KH0267
 KH0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0267'RECOVERED IN GOOD CONDITION.
 KH0267
 KH0267                          STATION RECOVERY (1976)
 KH0267
 KH0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 KH0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0160 ***********************************************************************
 JH0160  DESIGNATION -  M 97
 JH0160  PID         -  JH0160
 JH0160  STATE/COUNTY-  KS/LOGAN
 JH0160  USGS QUAD   -  NICKEL MINE SPRING (1969)
 JH0160
 JH0160                         *CURRENT SURVEY CONTROL
 JH0160  ___________________________________________________________________
 JH0160* NAD 83(1986)-  38 49 55.     (N)    101 22 17.     (W)     SCALED    
 JH0160* NAVD 88     -      1024.537  (meters)    3361.34   (feet)  ADJUSTED  
 JH0160  ___________________________________________________________________
 JH0160  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 JH0160  DYNAMIC HT  -        1023.665 (meters)    3358.47  (feet)  COMP
 JH0160  MODELED GRAV-     979,742.2   (mgal)                       NAVD 88
 JH0160
 JH0160  VERT ORDER  -  SECOND    CLASS 0
 JH0160
 JH0160.The horizontal coordinates were scaled from a topographic map and have
 JH0160.an estimated accuracy of +/- 6 seconds.
 JH0160
 JH0160.The orthometric height was determined by differential leveling
 JH0160.and adjusted by the National Geodetic Survey in June 1991..
 JH0160
 JH0160.The geoid height was determined by GEOID03.
 JH0160
 JH0160.The dynamic height is computed by dividing the NAVD 88
 JH0160.geopotential number by the normal gravity value computed on the
 JH0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0160.degrees latitude (g = 980.6199 gals.).
 JH0160
 JH0160.The modeled gravity was interpolated from observed gravity values.
 JH0160
 JH0160;                    North         East    Units  Estimated Accuracy
 JH0160;SPC KS N     -    60,800.      107,330.      MT  (+/- 180 meters Scaled)
 JH0160
 JH0160                          SUPERSEDED SURVEY CONTROL
 JH0160
 JH0160  NGVD 29 (??/??/92) 1024.146  (m)         3360.05   (f) ADJ UNCH    2 0
 JH0160
 JH0160.Superseded values are not recommended for survey control.
 JH0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0160.See file dsdata.txt to determine how the superseded data were derived.
 JH0160
 JH0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ941007(NAD 83)
 JH0160_MARKER: DB = BENCH MARK DISK
 JH0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0160_STAMPING: M 97 1935
 JH0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0160+STABILITY: SURFACE MOTION
 JH0160
 JH0160  HISTORY     - Date     Condition        Report By
 JH0160  HISTORY     - 1935     MONUMENTED       CGS
 JH0160  HISTORY     - 1940     GOOD             NGS
 JH0160  HISTORY     - 1966     MARK NOT FOUND   USGS
 JH0160
 JH0160                          STATION DESCRIPTION
 JH0160
 JH0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0160'15.8 MI SW FROM RUSSELL SPRINGS.
 JH0160'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0160'SOUTHWESTERLY ALONG STATE HIGHHAY NO. 25, GO 15.8 MILES.  BENCH
 JH0160'MARK IS AT THE NORTHWEST CORNER OF CROSS-INTERSECTION OF STATE
 JH0160'HIGHWAY AND AN EAST-WEST SECTION LINE ROAD (GRADED ON THE WEST
 JH0160'SIDE OF THE HIGHWAY--UNIMPROVED ON THE EAST SIDE OF THE HIGHWAY),
 JH0160'86 FEET NORTHWEST OF CENTER OF THE INTERSECTION, 82 FEET WEST
 JH0160'OF CENTER LINE OF THE HIGHWAY, 45 FEET WEST OF FENCE CORNER,
 JH0160'33 FEET NORTH OF CENTER LINE OF THE EAST-WEST ROAD, 2.8 FEET
 JH0160'EAST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 20 FEET,
 JH0160'1.2 FEET NORTH OF FENCE.  MONUMENT PROJECTS 0.5 FOOT.
 JH0160
 JH0160                          STATION RECOVERY (1966)
 JH0160
 JH0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JH0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0196 ***********************************************************************
 JH0196  DESIGNATION -  M 98
 JH0196  PID         -  JH0196
 JH0196  STATE/COUNTY-  KS/WICHITA
 JH0196  USGS QUAD   -  LEOTI (1970)
 JH0196
 JH0196                         *CURRENT SURVEY CONTROL
 JH0196  ___________________________________________________________________
 JH0196* NAD 83(1986)-  38 29 08.     (N)    101 22 04.     (W)     SCALED    
 JH0196* NAVD 88     -      1007.947  (meters)    3306.91   (feet)  ADJUSTED  
 JH0196  ___________________________________________________________________
 JH0196  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 JH0196  DYNAMIC HT  -        1007.077 (meters)    3304.05  (feet)  COMP
 JH0196  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 JH0196
 JH0196  VERT ORDER  -  SECOND    CLASS 0
 JH0196
 JH0196.The horizontal coordinates were scaled from a topographic map and have
 JH0196.an estimated accuracy of +/- 6 seconds.
 JH0196
 JH0196.The orthometric height was determined by differential leveling
 JH0196.and adjusted by the National Geodetic Survey in June 1991..
 JH0196
 JH0196.The geoid height was determined by GEOID03.
 JH0196
 JH0196.The dynamic height is computed by dividing the NAVD 88
 JH0196.geopotential number by the normal gravity value computed on the
 JH0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0196.degrees latitude (g = 980.6199 gals.).
 JH0196
 JH0196.The modeled gravity was interpolated from observed gravity values.
 JH0196
 JH0196;                    North         East    Units  Estimated Accuracy
 JH0196;SPC KS S     -   605,720.      149,830.      MT  (+/- 180 meters Scaled)
 JH0196
 JH0196                          SUPERSEDED SURVEY CONTROL
 JH0196
 JH0196  NGVD 29 (??/??/92) 1007.575  (m)         3305.69   (f) ADJ UNCH    2 0
 JH0196
 JH0196.Superseded values are not recommended for survey control.
 JH0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0196.See file dsdata.txt to determine how the superseded data were derived.
 JH0196
 JH0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH934623(NAD 83)
 JH0196_MARKER: DB = BENCH MARK DISK
 JH0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0196_STAMPING: M 98 1935
 JH0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0196+STABILITY: SURFACE MOTION
 JH0196
 JH0196  HISTORY     - Date     Condition        Report By
 JH0196  HISTORY     - 1935     MONUMENTED       CGS
 JH0196  HISTORY     - 1940     GOOD             NGS
 JH0196
 JH0196                          STATION DESCRIPTION
 JH0196
 JH0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0196'0.8 MI W FROM LEOTI.
 JH0196'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED WESTERLY ALONG
 JH0196'STATE HIGHWAY NO. 25, GO 0.8 MILE.  BENCH MARK IS AT THE NORTHWEST
 JH0196'CORNER OF THE CROSS-INTERSECTION OF STATE HIGHWAY NO. 25 WITH
 JH0196'THE MISSOURI PACIFIC RAILROAD TRACK, 85 FEET NORTHWEST OF CENTER
 JH0196'OF THE CROSSING, 75 FEET WEST OF CENTER LINE OF STATE HIGHWAY
 JH0196'NO. 25, 45 FEET NORTH OF CENTER LINE OF THE TRACK, 43 FEET WEST
 JH0196'OF A FENCE CORNER, 498 FEET NORTH OF THE FOURTH POLE EAST OF
 JH0196'MILEPOST NO. 707-30, 3.7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 JH0196'2.5 FEET EAST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 JH0196'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0228 ***********************************************************************
 JH0228  DESIGNATION -  M 99
 JH0228  PID         -  JH0228
 JH0228  STATE/COUNTY-  KS/KEARNY
 JH0228  USGS QUAD   -  MATTOX DRAW NE (1965)
 JH0228
 JH0228                         *CURRENT SURVEY CONTROL
 JH0228  ___________________________________________________________________
 JH0228* NAD 83(1986)-  38 12 22.     (N)    101 16 04.     (W)     SCALED    
 JH0228* NAVD 88     -       986.032  (meters)    3235.01   (feet)  ADJUSTED  
 JH0228  ___________________________________________________________________
 JH0228  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 JH0228  DYNAMIC HT  -         985.165 (meters)    3232.16  (feet)  COMP
 JH0228  MODELED GRAV-     979,715.7   (mgal)                       NAVD 88
 JH0228
 JH0228  VERT ORDER  -  SECOND    CLASS 0
 JH0228
 JH0228.The horizontal coordinates were scaled from a topographic map and have
 JH0228.an estimated accuracy of +/- 6 seconds.
 JH0228
 JH0228.The orthometric height was determined by differential leveling
 JH0228.and adjusted by the National Geodetic Survey in June 1991..
 JH0228
 JH0228.The geoid height was determined by GEOID03.
 JH0228
 JH0228.The dynamic height is computed by dividing the NAVD 88
 JH0228.geopotential number by the normal gravity value computed on the
 JH0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0228.degrees latitude (g = 980.6199 gals.).
 JH0228
 JH0228.The modeled gravity was interpolated from observed gravity values.
 JH0228
 JH0228;                    North         East    Units  Estimated Accuracy
 JH0228;SPC KS S     -   574,450.      157,630.      MT  (+/- 180 meters Scaled)
 JH0228
 JH0228                          SUPERSEDED SURVEY CONTROL
 JH0228
 JH0228  NGVD 29 (??/??/92)  985.645  (m)         3233.74   (f) ADJ UNCH    2 0
 JH0228
 JH0228.Superseded values are not recommended for survey control.
 JH0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0228.See file dsdata.txt to determine how the superseded data were derived.
 JH0228
 JH0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH014311(NAD 83)
 JH0228_MARKER: DB = BENCH MARK DISK
 JH0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0228_STAMPING: M 99 1935
 JH0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0228+STABILITY: SURFACE MOTION
 JH0228
 JH0228  HISTORY     - Date     Condition        Report By
 JH0228  HISTORY     - 1935     MONUMENTED       CGS
 JH0228  HISTORY     - 1940     GOOD             NGS
 JH0228
 JH0228                          STATION DESCRIPTION
 JH0228
 JH0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0228'18.4 MI N FROM LAKIN.
 JH0228'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION
 JH0228'IN LAKIN, PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 25, GO
 JH0228'18.4 MILES.  BENCH MARK IS AT THE SOUTHEAST CORNER OF INTERSECTION
 JH0228'OF STATE HIGHWAY NO. 25 AND AN EAST-WEST SECTION LINE ROAD,
 JH0228'86 FEET SOUTHEAST OF THE CENTER OF INTERSECTION, 80 FEET EAST
 JH0228'OF CENTER LINE OF THE HIGHWAY, 29 FEET EAST OF FENCE CORNER,
 JH0228'20 FEET SOUTH OF CENTER LINE OF THE EAST-WEST ROAD, 3.0 FEET
 JH0228'WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 1.8
 JH0228'FEET, 2.0 FEET NORTH OF WIRE FENCE.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1223 ***********************************************************************
 JE1223  DESIGNATION -  MAB
 JE1223  PID         -  JE1223
 JE1223  STATE/COUNTY-  KS/SHAWNEE
 JE1223  USGS QUAD   -  WAKARUSA (1983)
 JE1223
 JE1223                         *CURRENT SURVEY CONTROL
 JE1223  ___________________________________________________________________
 JE1223* NAD 83(1997)-  38 56 54.37531(N)    095 41 39.39784(W)     ADJUSTED  
 JE1223* NAVD 88     -       312.187  (meters)    1024.23   (feet)  ADJUSTED  
 JE1223  ___________________________________________________________________
 JE1223  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 JE1223  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JE1223  DYNAMIC HT  -         311.979 (meters)    1023.55  (feet)  COMP
 JE1223  MODELED GRAV-     979,955.9   (mgal)                       NAVD 88
 JE1223
 JE1223  HORZ ORDER  -  SECOND
 JE1223  VERT ORDER  -  SECOND    CLASS 0
 JE1223
 JE1223.The horizontal coordinates were established by classical geodetic methods
 JE1223.and adjusted by the National Geodetic Survey in October 1998..
 JE1223
 JE1223.The orthometric height was determined by differential leveling
 JE1223.and adjusted by the National Geodetic Survey in June 1991..
 JE1223
 JE1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1223
 JE1223.The geoid height was determined by GEOID03.
 JE1223
 JE1223.The dynamic height is computed by dividing the NAVD 88
 JE1223.geopotential number by the normal gravity value computed on the
 JE1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1223.degrees latitude (g = 980.6199 gals.).
 JE1223
 JE1223.The modeled gravity was interpolated from observed gravity values.
 JE1223
 JE1223;                    North         East     Units Scale Factor Converg.
 JE1223;SPC KS N     -    70,827.581   599,853.909   MT  0.99997069   +1 27 31.9
 JE1223;SPC KS S     -   656,920.962   643,213.075   MT  1.00009786   +1 43 27.1
 JE1223;UTM  15      - 4,314,507.097   266,510.349   MT  1.00027136   -1 41 40.0
 JE1223
 JE1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1223!SPC KS N     -   0.99995592  x   0.99997069  =   0.99992661
 JE1223!SPC KS S     -   0.99995592  x   1.00009786  =   1.00005378
 JE1223!UTM  15      -   0.99995592  x   1.00027136  =   1.00022727
 JE1223
 JE1223|---------------------------------------------------------------------|
 JE1223| PID    Reference Object                     Distance      Geod. Az  |
 JE1223|                                                           dddmmss.s |
 JE1223| JE1791 548 M 1                               7.836 METERS 09205     |
 JE1223| JE1775 548 M 8                              73.779 METERS 09322     |
 JE1223| JE1779 548 M 7                              41.988 METERS 09630     |
 JE1223| JE1222 MAB RM 1                              9.223 METERS 09837     |
 JE1223| JE1224 MAB RM 2                              8.693 METERS 21654     |
 JE1223| JE1769 PAULINE                             APPROX. 0.9 KM 2804236.2 |
 JE1223|---------------------------------------------------------------------|
 JE1223
 JE1223                          SUPERSEDED SURVEY CONTROL
 JE1223
 JE1223  NAD 83(1986)-  38 56 54.38052(N)    095 41 39.39454(W) AD(       ) 2
 JE1223  NAD 27      -  38 56 54.37210(N)    095 41 38.45680(W) AD(       ) 2
 JE1223  NGVD 29 (??/??/92)  312.068  (m)         1023.84   (f) ADJ UNCH    2 0
 JE1223
 JE1223.Superseded values are not recommended for survey control.
 JE1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1223.See file dsdata.txt to determine how the superseded data were derived.
 JE1223
 JE1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6651014507(NAD 83)
 JE1223_MARKER: DS = TRIANGULATION STATION DISK
 JE1223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1223_SP_SET: CORNER OF RAMP
 JE1223_STAMPING: MAB 1960
 JE1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1223
 JE1223  HISTORY     - Date     Condition        Report By
 JE1223  HISTORY     - 1960     MONUMENTED       CGS
 JE1223  HISTORY     - 1960     GOOD             CGS
 JE1223
 JE1223                          STATION DESCRIPTION
 JE1223
 JE1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1223'STATION IS LOCATED ABOUT 25 FEET NORTH OF THE CENTER ENTRANCE
 JE1223'ON THE NORTH END OF BUILDING NUMBER 14 ON GROUNDS OF THE
 JE1223'TOPEKA AIR FORCE DEPOT.
 JE1223'
 JE1223'REACHED FROM THE DEPOT IN PAULINE BY GOING SOUTH ON U.S. HIGHWAY
 JE1223'75 FOR 0.5 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, WEST, FOR
 JE1223'0.3 MILE TO FORKS, TAKE LEFT FORK, SOUTH, FOR 0.1 MILE TO
 JE1223'SECURITY GATE, FROM SECURITY GATE BEAR RIGHT ON DRIVEWAY FOR
 JE1223'ABOUT 150 YARDS TO RAMP LEADING TO BUILDING AND STATION.
 JE1223'
 JE1223'STATION MARK IS A STANDARD DISK, STAMPED MAB 1960, CEMENTED IN
 JE1223'A DRILL HOLE IN THE CONCRETE RAMP LEADING TO THE BUILDING.
 JE1223'
 JE1223'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAB NO 1 1960,
 JE1223'CEMENTED IN A DRILL HOLE IN THE EXTREME NORTHWEST CORNER OF
 JE1223'THE LOADING DOCK FOR THE BUILDING.
 JE1223'
 JE1223'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MAB NO 2 1960,
 JE1223'CEMENTED IN A DRILL HOLE AT THE WEST END OF THE CENTER ENTRANCE
 JE1223'TO THE BUILDING.
 JE1223'
 JE1223'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  TRIANGULATION
 JE1223'STATION PAULINE MAY BE USED.  SEE DESCRIPTION THEREOF.
 JE1223
 JE1223                          STATION RECOVERY (1960)
 JE1223
 JE1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JE1223'0.8 MI SW FROM PAULINE.
 JE1223'0.5 MILE SOUTH ON U.S. HIGHWAY 75 FROM THE POST OFFICE AT
 JE1223'PAULINE, THENCE 0.3 MILE WEST ON PAVED ROAD, THENCE 0.1 MILE
 JE1223'SOUTH TO THE SECURITY GATE, FROM SECURITY GATE GO SOUTH-WEST
 JE1223'ABOUT 150 YARDS TO RAMP LEADING TO BUILDING NUMBER 14, THE
 JE1223'STATION MARK IS CEMENTED IN A DRILL HOLE IN THE CONCRETE RAMP
 JE1223'LEADING TO THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1222 ***********************************************************************
 JE1222  DESIGNATION -  MAB RM 1
 JE1222  PID         -  JE1222
 JE1222  STATE/COUNTY-  KS/SHAWNEE
 JE1222  USGS QUAD   -  WAKARUSA (1983)
 JE1222
 JE1222                         *CURRENT SURVEY CONTROL
 JE1222  ___________________________________________________________________
 JE1222* NAD 83(1986)-  38 56 54.     (N)    095 41 39.     (W)     SCALED    
 JE1222* NAVD 88     -       312.251  (meters)    1024.44   (feet)  ADJUSTED  
 JE1222  ___________________________________________________________________
 JE1222  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JE1222  DYNAMIC HT  -         312.044 (meters)    1023.76  (feet)  COMP
 JE1222  MODELED GRAV-     979,955.9   (mgal)                       NAVD 88
 JE1222
 JE1222  VERT ORDER  -  SECOND    CLASS 0
 JE1222
 JE1222.The horizontal coordinates were scaled from a topographic map and have
 JE1222.an estimated accuracy of +/- 6 seconds.
 JE1222
 JE1222.The orthometric height was determined by differential leveling
 JE1222.and adjusted by the National Geodetic Survey in June 1991..
 JE1222
 JE1222.The geoid height was determined by GEOID03.
 JE1222
 JE1222.The dynamic height is computed by dividing the NAVD 88
 JE1222.geopotential number by the normal gravity value computed on the
 JE1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1222.degrees latitude (g = 980.6199 gals.).
 JE1222
 JE1222.The modeled gravity was interpolated from observed gravity values.
 JE1222
 JE1222;                    North         East    Units  Estimated Accuracy
 JE1222;SPC KS N     -    70,820.      599,860.      MT  (+/- 180 meters Scaled)
 JE1222
 JE1222                          SUPERSEDED SURVEY CONTROL
 JE1222
 JE1222  NGVD 29 (??/??/92)  312.132  (m)         1024.05   (f) ADJ UNCH    2 0
 JE1222
 JE1222.Superseded values are not recommended for survey control.
 JE1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1222.See file dsdata.txt to determine how the superseded data were derived.
 JE1222
 JE1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD665144(NAD 83)
 JE1222_MARKER: DR = REFERENCE MARK DISK
 JE1222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1222_SP_SET: CORNER OF RAMP
 JE1222_STAMPING: MAB NO 1 1960
 JE1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1222
 JE1222  HISTORY     - Date     Condition        Report By
 JE1222  HISTORY     - 1960     MONUMENTED       CGS
 JE1222
 JE1222                          STATION DESCRIPTION
 JE1222
 JE1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1222'0.8 MI SW FROM PAULINE.
 JE1222'0.5 MILE SOUTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT
 JE1222'PAULINE, THENCE 0.3 MILE WEST ON PAVED ROAD, THENCE 0.1 MILE SOUTH
 JE1222'TO THE SECURITY GATE, FROM SECURITY GATE GO SOUTHWEST ABOUT 150
 JE1222'YARDS TO THE RAMP LEADING TO BUILDING NUMBER 14, 30 FEET EAST OF
 JE1222'THE STATION MARK, CEMENTED IN A DRILL HOLE IN THE EXTREME
 JE1222'NORTHWEST CORNER OF THE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1224 ***********************************************************************
 JE1224  DESIGNATION -  MAB RM 2
 JE1224  PID         -  JE1224
 JE1224  STATE/COUNTY-  KS/SHAWNEE
 JE1224  USGS QUAD   -  WAKARUSA (1983)
 JE1224
 JE1224                         *CURRENT SURVEY CONTROL
 JE1224  ___________________________________________________________________
 JE1224* NAD 83(1986)-  38 56 54.     (N)    095 41 39.     (W)     SCALED    
 JE1224* NAVD 88     -       312.455  (meters)    1025.11   (feet)  ADJUSTED  
 JE1224  ___________________________________________________________________
 JE1224  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JE1224  DYNAMIC HT  -         312.247 (meters)    1024.43  (feet)  COMP
 JE1224  MODELED GRAV-     979,955.9   (mgal)                       NAVD 88
 JE1224
 JE1224  VERT ORDER  -  SECOND    CLASS 0
 JE1224
 JE1224.The horizontal coordinates were scaled from a topographic map and have
 JE1224.an estimated accuracy of +/- 6 seconds.
 JE1224
 JE1224.The orthometric height was determined by differential leveling
 JE1224.and adjusted by the National Geodetic Survey in June 1991..
 JE1224
 JE1224.The geoid height was determined by GEOID03.
 JE1224
 JE1224.The dynamic height is computed by dividing the NAVD 88
 JE1224.geopotential number by the normal gravity value computed on the
 JE1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1224.degrees latitude (g = 980.6199 gals.).
 JE1224
 JE1224.The modeled gravity was interpolated from observed gravity values.
 JE1224
 JE1224;                    North         East    Units  Estimated Accuracy
 JE1224;SPC KS N     -    70,820.      599,860.      MT  (+/- 180 meters Scaled)
 JE1224
 JE1224                          SUPERSEDED SURVEY CONTROL
 JE1224
 JE1224  NGVD 29 (??/??/92)  312.336  (m)         1024.72   (f) ADJ UNCH    2 0
 JE1224
 JE1224.Superseded values are not recommended for survey control.
 JE1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1224.See file dsdata.txt to determine how the superseded data were derived.
 JE1224
 JE1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD665144(NAD 83)
 JE1224_MARKER: DR = REFERENCE MARK DISK
 JE1224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1224_SP_SET: CORNER OF RAMP
 JE1224_STAMPING: MAB NO 2 1960
 JE1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1224
 JE1224  HISTORY     - Date     Condition        Report By
 JE1224  HISTORY     - 1960     MONUMENTED       CGS
 JE1224
 JE1224                          STATION DESCRIPTION
 JE1224
 JE1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1224'0.8 MI SW FROM PAULINE.
 JE1224'0.5 MILE SOUTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE AT
 JE1224'PAULINE, THENCE 0.3 MILE WEST ALONG PAVED ROAD, THENCE 0.1 MILE
 JE1224'SOUTH TO THE SECURITY GATE, FROM SECURITY GATE GO SOUTHWEST
 JE1224'ABOUT 150 YARDS TO THE RAMP LEADING TO BUILDING NUMBER 14, 28
 JE1224'FEET SOUTH OF THE STATION MARK, CEMENTED IN A DRILL HOLE IN THE
 JE1224'CONCRETE RAMP LEADING TO THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1835 ***********************************************************************
 JE1835  CBN         -  This is a Cooperative Base Network Control Station.
 JE1835  DESIGNATION -  MABON
 JE1835  PID         -  JE1835
 JE1835  STATE/COUNTY-  KS/OSAGE
 JE1835  USGS QUAD   -  BURLINGAME (1972)
 JE1835
 JE1835                         *CURRENT SURVEY CONTROL
 JE1835  ___________________________________________________________________
 JE1835* NAD 83(1997)-  38 47 49.60152(N)    095 47 10.40279(W)     ADJUSTED  
 JE1835* NAVD 88     -       378.2    (meters)    1241.     (feet)  GPS OBS   
 JE1835  ___________________________________________________________________
 JE1835  X           -    -501,841.297 (meters)                     COMP
 JE1835  Y           -  -4,952,379.589 (meters)                     COMP
 JE1835  Z           -   3,975,005.524 (meters)                     COMP
 JE1835  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 JE1835  ELLIP HEIGHT-         347.14  (meters)          (08/16/04) GPS OBS
 JE1835  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JE1835
 JE1835  HORZ ORDER  -  B
 JE1835  ELLP ORDER  -  FOURTH    CLASS II
 JE1835
 JE1835.The horizontal coordinates were established by GPS observations
 JE1835.and adjusted by the National Geodetic Survey in December 1997..
 JE1835
 JE1835.The orthometric height was determined by GPS observations and a
 JE1835.high-resolution geoid model.
 JE1835
 JE1835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE1835
 JE1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1835
 JE1835.The ellipsoidal height was determined by GPS observations
 JE1835.and is referenced to NAD 83.
 JE1835
 JE1835.The geoid height was determined by GEOID03.
 JE1835
 JE1835;                    North         East     Units Scale Factor Converg.
 JE1835;SPC KS S     -   639,891.728   635,734.010   MT  1.00005372   +1 40 03.7
 JE1835;SPC KS N     -    53,834.913   592,296.544   MT  0.99998799   +1 24 02.5
 JE1835;UTM  15      - 4,297,950.178   258,027.868   MT  1.00032105   -1 44 47.7
 JE1835
 JE1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1835!SPC KS S     -   0.99994554  x   1.00005372  =   0.99999925
 JE1835!SPC KS N     -   0.99994554  x   0.99998799  =   0.99993353
 JE1835!UTM  15      -   0.99994554  x   1.00032105  =   1.00026657
 JE1835
 JE1835:                Primary Azimuth Mark                     Grid Az
 JE1835:SPC KS S     -  SCRANTON MUNICIPAL TANK                  112 05 23.8
 JE1835:SPC KS N     -  SCRANTON MUNICIPAL TANK                  112 21 25.0
 JE1835:UTM  15      -  SCRANTON MUNICIPAL TANK                  115 30 15.2
 JE1835
 JE1835|---------------------------------------------------------------------|
 JE1835| PID    Reference Object                     Distance      Geod. Az  |
 JE1835|                                                           dddmmss.s |
 JE1835| JE1765 SCRANTON MUNICIPAL TANK             APPROX. 4.6 KM 1134527.5 |
 JE1835| CL4821 MABON RM 1                           67.894 METERS 13526     |
 JE1835| CL5904 MABON REFERENCE STONE SOUTH           1.811 METERS 18009     |
 JE1835| JE1751 AMARILLO KANSAS CITY AWY BN 39      APPROX.40.3 KM 1804727.3 |
 JE1835| JE1812 OSAGE CITY MUNICIPAL TANK           APPROX.18.6 KM 1911708.0 |
 JE1835| CL4820 MABON AZ MK RESET                                  2084400.8 |
 JE1835| CL4819 MABON AZ MK                                        2090402.2 |
 JE1835| JE1831 BURLINGAME COOP GRAIN ELEVATOR      APPROX. 6.4 KM 2163144.3 |
 JE1835| JE1810 BURLINGAME MUNICIPAL TANK           APPROX. 7.2 KM 2183306.1 |
 JE1835| CL4822 MABON RM 2                           37.378 METERS 23533     |
 JE1835| CL5903 MABON REFERENCE STONE NORTH           1.811 METERS 35945     |
 JE1835|---------------------------------------------------------------------|
 JE1835
 JE1835                          SUPERSEDED SURVEY CONTROL
 JE1835
 JE1835  ELLIP H (12/22/97)  347.16   (m)                       GP(       ) 4 1
 JE1835  NAD 83(1986)-  38 47 49.60781(N)    095 47 10.40278(W) AD(       ) 1
 JE1835  NAD 27      -  38 47 49.58907(N)    095 47 09.45498(W) AD(       ) 1
 JE1835  NGVD 29 (07/19/86)  378.3    (m)         1241.     (f) VERT ANG       
 JE1835
 JE1835.Superseded values are not recommended for survey control.
 JE1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1835.See file dsdata.txt to determine how the superseded data were derived.
 JE1835
 JE1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5802897950(NAD 83)
 JE1835_MARKER: DS = TRIANGULATION STATION DISK
 JE1835_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JE1835_STAMPING: MABON 1887 1934
 JE1835_MARK LOGO: CGS   
 JE1835_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1835+STABILITY: SURFACE MOTION
 JE1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1835+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1997
 JE1835
 JE1835  HISTORY     - Date     Condition        Report By
 JE1835  HISTORY     - 1934     MONUMENTED       CGS
 JE1835  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JE1835  HISTORY     - 1934     GOOD             CGS
 JE1835  HISTORY     - 1934     GOOD             CGS
 JE1835  HISTORY     - 1951     GOOD             CGS
 JE1835  HISTORY     - 1954     GOOD             CGS
 JE1835  HISTORY     - 1957     GOOD             CGS
 JE1835  HISTORY     - 1960     GOOD             CGS
 JE1835  HISTORY     - 19970310 GOOD             NGS
 JE1835
 JE1835                          STATION DESCRIPTION
 JE1835
 JE1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JE1835'ABOUT 7 MILES SOUTHWEST OF CARBONDALE AND 5 MILES NORTHEAST
 JE1835'OF BURLINGAME, NEAR THE SOUTH CENTER OF THE SW 1/4 SE 1/4
 JE1835'SEC. 30, T. 14 S., R. 15 E. ON THE SUMMIT OF A SMALL ROCKY
 JE1835'ELEVATION OWNED (1922) BY J.P. MAST AND USED AS A FEED LOT.
 JE1835'THE UNDERGROUND, STATION AND WITNESS MARKS ARE DESCRIBED.
 JE1835'(SEE PAGE 1).  THE NORTHWEST CORNER OF
 JE1835'MR. MASTS HOUSE IS 78.3 METERS (257 FEET) N. 76 DEG W.
 JE1835'(MAGNETIC) FROM THE STATION.  DISTANCES AND BEARINGS TO OTHER
 JE1835'POINTS ARE AS FOLLOWS- STONE, SOUTHEAST CORNER, SECTION
 JE1835'30, 586.59 METERS (1,924.5 FEET), S 83 DEG 17 MIN E,
 JE1835'QUARTER-SECTION STONE, 237.20 METERS (778.2 FEET), S 70 DEG 17
 JE1835'MIN W.  THE MARBLE POST BEARS THE INSCRIPTION F.D.G.
 JE1835'1887 ON THE SOUTH FACE NEAR THE TOP.
 JE1835
 JE1835                          STATION RECOVERY (1934)
 JE1835
 JE1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JE1835'RECOVERED AS DESCRIBED BY J.S.B. IN 1922.  THE OLD REFERENCE
 JE1835'STONES WERE FOUND TO BE IN GOOD CONDITION.
 JE1835'
 JE1835'THE STATION MARK WAS REINFORCED WITH CONCRETE, AND TWO NEW
 JE1835'REFERENCE MARKS AND AN AZIMUTH MARK ADDED.
 JE1835'
 JE1835'THE STATION IS IN THE SOUTHEAST QUARTER OF SEC. 30, T. 14
 JE1835'S., R. 15 E., ON LAND OWNED BY MRS. J.P. MAST, ON THE SUMMIT OF
 JE1835'A SMALL ROCKY ELEVATION NOW USED AS A FEED LOT.
 JE1835'
 JE1835'TO REACH FROM LYNDON, GO 12.0 MILES NORTH ON U.S. HIGHWAY
 JE1835'75 TO ITS JUNCTION WITH U.S. HIGHWAY 50-N.  THEN PROCEED
 JE1835'WEST ON U.S. HIGHWAY 50-N FOR 2.9 MILES TO THE POINT WHERE
 JE1835'IT TURNS SOUTH ON THE MAIN STREET OF SCRANTON.  TURN NORTH
 JE1835'HERE 0.1 MILE ACROSS RAILROAD TRACKS AND GO WEST FOR 2.1 MILES
 JE1835'ON A GRAVELED ROAD WHICH BECOMES A DIRT ROAD, TURN NORTH
 JE1835'1.0 MILE, THEN TURN WEST 0.3 MILE TO A LARGE HOUSE NORTH OF
 JE1835'THE ROAD, AND GO WEST OF THE HOUSE TO THE TOP OF THE KNOLL
 JE1835'AND THE STATION.
 JE1835'
 JE1835'TO REACH FROM BURLINGAME, FOLLOW U.S. HIGHWAY 50-N EAST FOR
 JE1835'1.0 MILE, THENCE NORTH ON DIRT ROAD FOR 3.0 MILES THENCE
 JE1835'EAST 1.7 MILES TO HOUSE MENTIONED ABOVE.
 JE1835'
 JE1835'OLD REFERENCE STONE NORTH OF STATION 5.94 FEET TO CENTER.
 JE1835'OLD REFERENCE STONE SOUTH OF STATION 5.94 FEET TO CENTER.
 JE1835'
 JE1835'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION 222.74 FEET.
 JE1835'
 JE1835'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION 122.61 FEET.
 JE1835'
 JE1835'AZIMUTH MARK IS 2.0 MILES SOUTH-SOUTHWEST OF
 JE1835'THE STATION IN A FENCE LINE ON THE NORTHEAST CORNER OF A
 JE1835'ROAD INTERSECTION.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 JE1835'GO WEST 0.5 MILE ON THE DIRT ROAD TO CROSSROADS, TURN LEFT
 JE1835'AND GO SOUTH 1.0 MILE TO ANOTHER CROSSROADS AND THE MARK.
 JE1835
 JE1835                          STATION RECOVERY (1934)
 JE1835
 JE1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JE1835'THE ORIGINAL DESCRIPTION MAY BE USED WITH THESE EXCEPTIONS-
 JE1835'THE STATION WAS VISITED THIS YEAR AND ADDITIONAL MARKERS
 JE1835'SET AS FOLLOWS- NO. 1 IS SOUTH 45 DEG WEST (MAGNETIC), 122-1/2
 JE1835'FEET, AND NO. 2 IS SOUTH 55 DEG EAST, 222-1/2 FEET.  BOTH
 JE1835'OF THESE MARKERS PROJECT ABOUT 6 INCHES ABOVE GROUND.
 JE1835'
 JE1835'THE NORTH POINTER IS 6 FEET AND THE SOUTH POINTER IS 6 FEET
 JE1835'FROM THE STATION.
 JE1835
 JE1835                          STATION RECOVERY (1951)
 JE1835
 JE1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLP)
 JE1835'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JE1835'IN GOOD CONDITION.
 JE1835
 JE1835                          STATION RECOVERY (1954)
 JE1835
 JE1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 JE1835'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JE1835'IN GOOD CONDITION EXCEPT THAT THE DIRECTION TO REFERENCE
 JE1835'MARK NO. 1 IS IN ERROR BY 100 DEGREES AND THE STATION IS NORTHEAST
 JE1835'OF BURLINGAME INSTEAD OF NORTHWEST.  THE AZIMUTH MARK WAS
 JE1835'RESET BECAUSE ROAD CONSTRUCTION WOULD DESTROY IT.  A COMPLETE
 JE1835'NEW DESCRIPTION FOLLOWS.
 JE1835'
 JE1835'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF BURLINGAME
 JE1835'AND 3 MILES WEST-NORTHWEST OF SCRANTON NEAR THE SOUTH CENTER
 JE1835'OF THE SW 1/4 OF THE SE 1/4 OF SEC. 30. T. 14 S., R 15 E ON THE
 JE1835'SUMMIT OF A SMALL ROCKY HILL OWNED BY LLOYD MARKLEY, 100 YARDS
 JE1835'NORTH OF SECTION-LINE ROAD AND 257 FEET WEST-NORTHWEST OF THE
 JE1835'NORTHWEST CORNER OF FARMHOUSE.  THE MARK IS FLUSH WITH THE
 JE1835'SURFACE OF THE GROUND AND IS STAMPED MABON 1887 1934.  NOTE-
 JE1835'1B.
 JE1835'
 JE1835'THE OLD REFERENCE STONES ARE STILL IN PLACE AND IN GOOD
 JE1835'CONDITION.
 JE1835'
 JE1835'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND 1 FOOT
 JE1835'WEST OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISC
 JE1835'IS STAMPED MABON NO 1 1934.  NOTE- 11B.
 JE1835'
 JE1835'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  THE MARK
 JE1835'PROJECTS 6 INCHES AND THE DISC IS STAMPED MABON NO 2 1934.
 JE1835'
 JE1835'AZIMUTH MARK IS 1.2 MILES SOUTH-SOUTHWEST OF THE STATION,
 JE1835'65 FEET EAST OF THE CENTER OF GRADED ROAD, 22 FEET NORTH
 JE1835'OF THE CENTER OF GRADED ROAD, 9 FEET EAST OF POWER POLE, AND
 JE1835'1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 1 INCH AND THE
 JE1835'DISC IS STAMPED MABON 1934 RESET 1954.
 JE1835'
 JE1835'TO REACH THE STATION FROM THE POST OFFICE IN BURLINGAME,
 JE1835'GO EAST ON U.S. HIGHWAY 50 N FOR 2.0 MILES TO CROSSROADS.
 JE1835'TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 2.0 MILES TOCROSSROADS
 JE1835'AND THE AZIMUTH MARK AS DESCRIBED.  CONTINUE NORTH FOR 1.0
 JE1835'MILE TO CROSSROADS AND A SCHOOLHOUSE.  TURN RIGHT AND GO
 JE1835'EAST FOR 0.7 MILE TO A SMALL ROCKY HILL ON THE LEFT AND THE
 JE1835'STATION AS DESCRIBED.
 JE1835'
 JE1835'NOTE- THE OLD REFERENCE STONES WERE RECOVERED AND ALL ARE
 JE1835'IN GOOD CONDITION.  AZIMUTH MARK RESET 1954 IS 1.95 FEET
 JE1835'LOWER THAN THE OLD AZIMUTH MARK.
 JE1835
 JE1835                          STATION RECOVERY (1957)
 JE1835
 JE1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 JE1835'THE STATION, REFERENCE MARKS NOS. 1 AND 2, AZIMUTH MARK
 JE1835'(RESET IN 1954) AND OLD REFERENCE STONES (NORTH AND SOUTH),
 JE1835'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES AND
 JE1835'DIRECTIONS TO THE REFERENCE MARKS CHECKED WITH THE 1934
 JE1835'DISTANCES AND DIRECTIONS.
 JE1835'
 JE1835'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JE1835'
 JE1835'THE STATION IS LOCATED ABOUT 5 MILES WEST OF CARBONDALE,
 JE1835'4 MILES NORTHEAST OF BURLINGAME AND 3 MILES NORTHWEST OF
 JE1835'SCRANTON, ON THE HIGHEST POINT OF A PROMINENT HILL, IN A
 JE1835'PARTIALLY CULTIVATED FIELD, ON LAND OWNED BY MR. LLOYD MARKLEY
 JE1835'OF BLUE RAPIDS, KANSAS AND OCCUPIED BY MR. LLOYD HOY.  IT
 JE1835'IS ABOUT 250 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JE1835'FARM HOUSE AND 100 FEET NORTHWEST OF A SMALL HOG PEN.  THE
 JE1835'MARK IS FLUSH AND THE DISK IS STAMPED MABON 1887, 1934.
 JE1835'
 JE1835'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56
 JE1835'AND STATE HIGHWAY 31 IN BURLINGAME, GO EAST ON U.S. HIGHWAY
 JE1835'56 FOR 2.0 MILES TO A CROSSROAD (ELLIOTTS MERCANTILE STORE
 JE1835'IN NORTHEAST ANGLE).  TURN LEFT AND GO NORTH ON GRAVELED
 JE1835'ROAD FOR 1.9 MILES TO A CROSSROAD AND AZIMUTH MARK IN
 JE1835'NORTHEAST ANGLE.  CONTINUE NORTH ON GRAVELED ROAD FOR 1.0
 JE1835'MILE TO A CROSSROAD AND A SMALL SCHOOL HOUSE IN THE NORTHWEST
 JE1835'ANGLE.  TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.7 MILE
 JE1835'TO A FARM HOUSE ON THE LEFT AND A DRIVEWAY LEADING UP TO
 JE1835'A BARN ON THE LEFT.  TURN LEFT AND GO NORTH TO BARN.  TURN
 JE1835'LEFT AND GO WEST ALONG THE SOUTH SIDE OF A GARDEN FENCE FOR
 JE1835'ABOUT 100 FEET.  TURN LEFT BETWEEN TREES FOR ABOUT 50
 JE1835'FEET.  TURN RIGHT AND GO WEST THROUGH A BOARD GATE INTO
 JE1835'FIELD FOR ABOUT 250 FEET TO THE HIGHEST POINT AND STATION
 JE1835'AS DESCRIBED.
 JE1835'
 JE1835'REFERENCE MARK 1 IS 62 FEET NORTH OF A FENCE CORNER, 40 FEET
 JE1835'WEST OF THE FARM HOUSE AND 1 FOOT WEST OF A FENCE.  THE
 JE1835'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MABON
 JE1835'NO 1 1934.
 JE1835'
 JE1835'REFERENCE MARK 2 IS SET NEAR THE SOUTHWEST SLOPE OF THE
 JE1835'HILL AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE
 JE1835'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED MABON
 JE1835'NO 2 1934.
 JE1835'
 JE1835'REFERENCE STONE IS NORTH OF THE STATION.  IT IS A 6 X 6
 JE1835'INCH STONE SET FLUSH WITH THE GROUND, WITH AN ARROW POINTING
 JE1835'TOWARDS THE STATION IN THE TOP OF THE STONE.
 JE1835'
 JE1835'REFERENCE STONE IS SOUTH OF THE STATION.  IT IS A 6 X 6
 JE1835'INCH STONE SET FLUSH WITH THE GROUND, WITH AN ARROW POINTING
 JE1835'TOWARDS THE STATION IN THE TOP OF THE STONE.
 JE1835'
 JE1835'THE AZIMUTH MARK IS 68 FEET NORTHEAST OF THE CROSSROAD INTERSECTION,
 JE1835'23 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD AND 9 FEET
 JE1835'EAST OF A POWER LINE POLE.  THE MARK PROJECTS ABOUT 2 INCHES
 JE1835'AND THE DISK IS STAMPED MABON 1887 RESET 1954.
 JE1835'
 JE1835'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE1835
 JE1835                          STATION RECOVERY (1960)
 JE1835
 JE1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1835'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN VERY GOOD
 JE1835'CONDITION.
 JE1835
 JE1835                          STATION RECOVERY (1997)
 JE1835
 JE1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JE1835'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) SOUTH OF TOPEKA, 8.0
 JE1835'KM (4.95 MI) WEST-SOUTHWEST OF CARBONDALE, 6.4 KM (3.95 MI) NORTHEAST
 JE1835'OF BURLINGAME, 4.8 KM (3.00 MI) NORTHWEST OF SCRANTON, ON THE HIGHEST
 JE1835'POINT OF A PROMINENT HILL, AND IN THE SOUTH CENTRAL PART OF SECTION
 JE1835'30, T 14 S, R 15 E.  OWNERSHIP--GARY RIECK, RT 1, BURLINGAME KS 66413,
 JE1835'PHONE 913-654-3721.  TO REACH THE STATION FROM THE U.S. POST OFFICE IN
 JE1835'SCRANTON, GO NORTH ON U.S. HIGHWAY 56 (BROWNIE ST) FOR 0.24 KM (0.15
 JE1835'MI) TO WHERE THE HIGHWAY CURVES SHARP TO THE EAST. CONTINUE NORTH ON
 JE1835'BROWNIE ST FOR 0.16 KM (0.10 MI) TO NORTH ST ON THE LEFT.  TURN LEFT
 JE1835'AND GO WEST ON NORTH ST FOR 0.24 KM (0.15 MI) TO A CROSSROAD.
 JE1835'CONTINUE WEST ON THE GRAVEL ROAD FOR 3.22 KM (2.00 MI) TO A GRAVEL
 JE1835'CROSSROAD.  TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR 1.61 KM
 JE1835'(1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON THE GRAVEL ROAD
 JE1835'FOR 0.40 KM (0.25 MI) TO AN OLD ABANDONED FARM ENTRANCE ON THE RIGHT.
 JE1835'TURN RIGHT AND GO NORTH ON THE DIM ROAD FOR 0.16 KM (0.10 MI) TO AN
 JE1835'OLD FENCE LINE.  TURN LEFT, STAYING ON SOUTH SIDE OF FENCE, AND GO
 JE1835'WESTERLY ON A DIM TRACK ROAD FOR 0.16 KM (0.10 MI) TO THE TOP OF HILL
 JE1835'AND STATION.  THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF AN
 JE1835'IRREGULAR MASS OF CONCRETE FLUSH WITH GROUND.  LOCATED 1.05 M (3.44
 JE1835'FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST, 1.0 M (3.3 FT) NORTHEAST
 JE1835'FROM A METAL FENCE POST AND 0.4 M (1.3 FT) SOUTH FROM A METAL FENCE
 JE1835'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0243 ***********************************************************************
 HF0243  DESIGNATION -  MACK
 HF0243  PID         -  HF0243
 HF0243  STATE/COUNTY-  KS/COWLEY
 HF0243  USGS QUAD   -  BURDEN (1979)
 HF0243
 HF0243                         *CURRENT SURVEY CONTROL
 HF0243  ___________________________________________________________________
 HF0243* NAD 83(1997)-  37 15 47.00630(N)    096 51 16.47770(W)     ADJUSTED  
 HF0243* NAVD 88     -       413.948  (meters)    1358.09   (feet)  ADJUSTED  
 HF0243  ___________________________________________________________________
 HF0243  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 HF0243  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0243  DYNAMIC HT  -         413.606 (meters)    1356.97  (feet)  COMP
 HF0243  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 HF0243
 HF0243  HORZ ORDER  -  SECOND
 HF0243  VERT ORDER  -  SECOND    CLASS 0
 HF0243
 HF0243.The horizontal coordinates were established by classical geodetic methods
 HF0243.and adjusted by the National Geodetic Survey in October 1998..
 HF0243
 HF0243.The orthometric height was determined by differential leveling
 HF0243.and adjusted by the National Geodetic Survey in June 1991..
 HF0243
 HF0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0243
 HF0243.The geoid height was determined by GEOID03.
 HF0243
 HF0243.The dynamic height is computed by dividing the NAVD 88
 HF0243.geopotential number by the normal gravity value computed on the
 HF0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0243.degrees latitude (g = 980.6199 gals.).
 HF0243
 HF0243.The modeled gravity was interpolated from observed gravity values.
 HF0243
 HF0243;                    North         East     Units Scale Factor Converg.
 HF0243;SPC KS S     -   467,478.647   545,948.271   MT  1.00000071   +1 00 40.2
 HF0243;UTM  14      - 4,126,211.984   690,243.641   MT  1.00004585   +1 17 57.8
 HF0243
 HF0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0243!SPC KS S     -   0.99993963  x   1.00000071  =   0.99994034
 HF0243!UTM  14      -   0.99993963  x   1.00004585  =   0.99998547
 HF0243
 HF0243:                Primary Azimuth Mark                     Grid Az
 HF0243:SPC KS S     -  BURDEN TANK                              054 06 46.6
 HF0243:UTM  14      -  BURDEN TANK                              053 49 29.0
 HF0243
 HF0243|---------------------------------------------------------------------|
 HF0243| PID    Reference Object                     Distance      Geod. Az  |
 HF0243|                                                           dddmmss.s |
 HF0243| HF1153 BURDEN TANK                         APPROX.10.3 KM 0550726.8 |
 HF0243| HF0244 MACK RM 1                            16.550 METERS 15413     |
 HF0243| HF0240 BAILEY                              APPROX. 0.7 KM 1852520.1 |
 HF0243| HF0242 MACK RM 2                            11.937 METERS 24422     |
 HF0243| HF1161 WINFIELD ST TNG SCH TANK            APPROX.10.6 KM 2710609.0 |
 HF0243|---------------------------------------------------------------------|
 HF0243
 HF0243                          SUPERSEDED SURVEY CONTROL
 HF0243
 HF0243  NAD 83(1997)-  37 15 47.00633(N)    096 51 16.47069(W) AD(       ) 2
 HF0243  NAD 83(1986)-  37 15 47.01825(N)    096 51 16.46929(W) AD(       ) 2
 HF0243  NGVD 29 (??/??/92)  413.831  (m)         1357.71   (f) ADJ UNCH    2 0
 HF0243
 HF0243.Superseded values are not recommended for survey control.
 HF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0243.See file dsdata.txt to determine how the superseded data were derived.
 HF0243
 HF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9024426212(NAD 83)
 HF0243_MARKER: DS = TRIANGULATION STATION DISK
 HF0243_SETTING: 66 = SET IN ROCK OUTCROP
 HF0243_SP_SET: BEDROCK
 HF0243_STAMPING: MACK 1962
 HF0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HF0243+STABILITY: POSITION/ELEVATION WELL
 HF0243
 HF0243  HISTORY     - Date     Condition        Report By
 HF0243  HISTORY     - 1962     MONUMENTED       CGS
 HF0243  HISTORY     - 1962     GOOD             CGS
 HF0243
 HF0243                          STATION DESCRIPTION
 HF0243
 HF0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0243'THE STATION IS LOCATED ON A LOW ROCKY KNOLL ABOUT 8.5 MILES EAST
 HF0243'AND 1.5 MILES NORTH OF WINFIELD, 6.0 MILES SOUTHWEST OF BURDEN
 HF0243'AND 1.5 MILES NORTH OF STATE HIGHWAY 15.
 HF0243'
 HF0243'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160 AND 77
 HF0243'IN WINFIELD, GO EAST ON HIGHWAY 160 FOR 7.3 MILES TO A RAILROAD
 HF0243'CROSSING.  CONTINUE EAST ON HIGHWAY 160 FOR 0.15 MILE TO A
 HF0243'CROSSROAD.  TURN LEFT, NORTH, ON A GRAVELED ROAD FOR 0.05 MILE
 HF0243'TO A RAILROAD CROSSING.  CONTINUE NORTH ON THE GRAVELED ROAD FOR
 HF0243'0.9 MILE TO A CROSSROAD.  TURN RIGHT, EAST, ON A DIRT ROAD FOR 0.4
 HF0243'MILE TO A SIDE ROAD LEFT.  TURN LEFT, NORTH, INTO RESTRICTED
 HF0243'AREA AND PROCEED ON BLACKTOP ROAD FOR 0.15 MILE.  TURN LEFT, WEST,
 HF0243'LEAVING THE ROAD, AND GO 0.1 MILE.  THEN BEAR RIGHT, NORTH AND
 HF0243'EAST FOR 0.1 MILE TO THE SUMMIT OF A ROCKY KNOLL AND THE
 HF0243'STATION 8 FEET SOUTH OF A FENCE.
 HF0243'
 HF0243'STATION MARK IS A STANDARD DISK STAMPED MACK 1962, CEMENTED IN A
 HF0243'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE OF
 HF0243'THE GROUND.  IT IS 44 FEET EAST OF A FENCE CORNER AND 8.5 FEET
 HF0243'SOUTH OF AN EAST-WEST FENCE.
 HF0243'
 HF0243'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MACK NO 1 1962, IS
 HF0243'CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 3 FOOT BOULDER WHICH IS
 HF0243'FLUSH WITH THE SURFACE OF THE GROUND.
 HF0243'
 HF0243'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MACK NO 2 1962, IS
 HF0243'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 HF0243'SURFACE OF THE GROUND.
 HF0243'
 HF0243'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0243
 HF0243                          STATION RECOVERY (1962)
 HF0243
 HF0243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0243'6 MI SE FROM NEW SALEM.
 HF0243'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0243'FROM THE STATION AT NEW SALEM, THENCE 3.35 MILES SOUTH ALONG A
 HF0243'DIRT ROAD, THENCE 0.4 MILE EAST ALONG A GRAVEL ROAD, THENCE 0.35
 HF0243'MILE NORTH ALONG A FENCELINE, 54.3 NORTHWEST OF R.M. 1, 44 FEET
 HF0243'EAST OF A FENCE CORNER, 39.2 FEET NORTHEAST OF R.M. 2, SET IN A
 HF0243'DRILLHOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0795 ***********************************************************************
 JF0795  DESIGNATION -  MACK
 JF0795  PID         -  JF0795
 JF0795  STATE/COUNTY-  KS/MCPHERSON
 JF0795  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0795
 JF0795                         *CURRENT SURVEY CONTROL
 JF0795  ___________________________________________________________________
 JF0795* NAD 83(1997)-  38 28 31.27702(N)    097 38 21.07984(W)     ADJUSTED  
 JF0795* NAVD 88     -       466.390  (meters)    1530.15   (feet)  ADJUSTED  
 JF0795  ___________________________________________________________________
 JF0795  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 JF0795  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 JF0795  DYNAMIC HT  -         466.058 (meters)    1529.06  (feet)  COMP
 JF0795  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 JF0795
 JF0795  HORZ ORDER  -  SECOND
 JF0795  VERT ORDER  -  SECOND    CLASS 0
 JF0795
 JF0795.The horizontal coordinates were established by classical geodetic methods
 JF0795.and adjusted by the National Geodetic Survey in October 1998..
 JF0795
 JF0795.The orthometric height was determined by differential leveling
 JF0795.and adjusted by the National Geodetic Survey in June 1991..
 JF0795
 JF0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0795
 JF0795.The geoid height was determined by GEOID03.
 JF0795
 JF0795.The dynamic height is computed by dividing the NAVD 88
 JF0795.geopotential number by the normal gravity value computed on the
 JF0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0795.degrees latitude (g = 980.6199 gals.).
 JF0795
 JF0795.The modeled gravity was interpolated from observed gravity values.
 JF0795
 JF0795;                    North         East     Units Scale Factor Converg.
 JF0795;SPC KS S     -   601,089.196   475,114.190   MT  0.99998322   +0 31 44.4
 JF0795;SPC KS N     -    15,828.721   431,486.696   MT  1.00004771   +0 13 41.8
 JF0795;UTM  14      - 4,259,435.890   618,702.807   MT  0.99977352   +0 50 48.4
 JF0795
 JF0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0795!SPC KS S     -   0.99993121  x   0.99998322  =   0.99991443
 JF0795!SPC KS N     -   0.99993121  x   1.00004771  =   0.99997891
 JF0795!UTM  14      -   0.99993121  x   0.99977352  =   0.99970474
 JF0795
 JF0795|---------------------------------------------------------------------|
 JF0795| PID    Reference Object                     Distance      Geod. Az  |
 JF0795|                                                           dddmmss.s |
 JF0795| JF0796 MACK RM 1                            22.019 METERS 00800     |
 JF0795| JF0797 MACK RM 2                            21.973 METERS 26319     |
 JF0795| JF1630 SMOK                                APPROX.23.0 KM 2811208.4 |
 JF0795| JF0792 MACK AZ MK                          APPROX. 1.1 KM 2875412.9 |
 JF0795| JF1273 550 L 4 C 1                         120.562 METERS 31054     |
 JF0795| JF1271 550 L 4 C 2                         132.715 METERS 31847     |
 JF0795| JF1628 ANGUS                               APPROX.15.6 KM 3185821.2 |
 JF0795|---------------------------------------------------------------------|
 JF0795
 JF0795                          SUPERSEDED SURVEY CONTROL
 JF0795
 JF0795  NAD 83(1986)-  38 28 31.28735(N)    097 38 21.08125(W) AD(       ) 2
 JF0795  NAD 27      -  38 28 31.26230(N)    097 38 19.93820(W) AD(       ) 2
 JF0795  NGVD 29 (??/??/92)  466.240  (m)         1529.66   (f) ADJ UNCH    2 0
 JF0795
 JF0795.Superseded values are not recommended for survey control.
 JF0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0795.See file dsdata.txt to determine how the superseded data were derived.
 JF0795
 JF0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1870359436(NAD 83)
 JF0795_MARKER: DS = TRIANGULATION STATION DISK
 JF0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0795_STAMPING: MACK 1961
 JF0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0795+STABILITY: SURFACE MOTION
 JF0795
 JF0795  HISTORY     - Date     Condition        Report By
 JF0795  HISTORY     - 1961     MONUMENTED       CGS
 JF0795  HISTORY     - 1961     GOOD             CGS
 JF0795
 JF0795                          STATION DESCRIPTION
 JF0795
 JF0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF0795'THE STATION IS SITUATED WITHIN THE SOUTHEAST CORNER OF THE
 JF0795'BOUNDARY FENCE, 13.0 FEET NORTHWEST OF THE SOUTHEAST FENCE
 JF0795'CORNER POST, 9.5 FEET NORTH OF THE SOUTH BOUNDARY FENCE AND 9.0
 JF0795'FEET WEST OF THE EAST BOUNDARY FENCE AND A METAL WITNESS POST WITH
 JF0795'SIGN.
 JF0795'
 JF0795'SURFACE AND UNDERGROUND-STATION MARKS ARE STANDARD DISKS,
 JF0795'EACH STAMPED MACK 1961.  THE SURFACE MARK IS SET IN THE TOP OF A
 JF0795'CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP, PROJECTING 3
 JF0795'INCHES ABOVE THE SURFACE OF THE GROUND.
 JF0795'
 JF0795'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN THE TOPS OF
 JF0795'CONCRETE MONUMENTS, 12 INCHES SQUARE AT THE TOP, SET FLUSH WITH
 JF0795'THE SURFACE OF THE GROUND.  REFERENCE MARK 1, STAMPED MACK NO 1
 JF0795'1961, IS 12 INCHES WEST OF THE EAST BOUNDARY FENCE.  REFERENCE
 JF0795'MARK 2, STAMPED MACK NO 2 1961, IS 12 INCHES NORTH OF THE SOUTH
 JF0795'BOUNDARY FENCE.
 JF0795'
 JF0795'AZIMUTH MARK, STAMPED MACK 1961, IS A STANDARD DISK SET IN
 JF0795'THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE TOP,
 JF0795'PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ON THE
 JF0795'SUMMIT OF THE SOUTH EMBANKMENT OF THE EAST-WEST ROAD, 54 FEET
 JF0795'SOUTH OF THE CENTER OF THE ROAD AND 4 FEET NORTH OF THE SOUTH
 JF0795'RIGHT-OF-WAY FENCE AND METAL WITNESS POST WITH SIGN ATTACHED.
 JF0795'
 JF0795'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTHWEST THROUGH
 JF0795'THE SITE FOR 0.15 MILE TO THE EAST-WEST ENTRANCE ROAD, THENCE DRIVE
 JF0795'WEST FOR 0.5 MILE TO THE SUMMIT OF A NORTH-SOUTH RIDGE AND
 JF0795'THE MARK ON THE LEFT.
 JF0795'
 JF0795'(U.S.G.S. 1965)-- STATION WAS IN LINE WITH A WATER MAIN THAT THE
 JF0795'AIR FORCE CONSTRUCTED.  EITHER THE STATION WAS COVERED OVER OR
 JF0795'DESTROYED.
 JF0795
 JF0795                          STATION RECOVERY (1961)
 JF0795
 JF0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JF0795'9.2 MI SE FROM LINDSBORG.
 JF0795'AT SITE 550-4, AT THE SOUTHEAST CORNER OF THE BOUNDARY FENCE,
 JF0795'13.0 FEET NORTHWEST FROM THE SOUTHEAST FENCE CORNER POST, 9.5
 JF0795'FEET NORTH OF THE SOUTH BOUNDARY FENCE, 9 FEET WEST OF THE
 JF0795'EAST BOUNDARY FENCE AND A METAL WITNESS POST WITH SIGN, SET IN
 JF0795'A SQUARE TOPPED CONCRETE POST, PROJECTING 3 INCHES ABOVE THE
 JF0795'GROUND.  LEVELS WERE ALSO RUN OVER THE REFERENCE MARKS FOR THE
 JF0795'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0244 ***********************************************************************
 HF0244  DESIGNATION -  MACK RM 1
 HF0244  PID         -  HF0244
 HF0244  STATE/COUNTY-  KS/COWLEY
 HF0244  USGS QUAD   -  BURDEN (1979)
 HF0244
 HF0244                         *CURRENT SURVEY CONTROL
 HF0244  ___________________________________________________________________
 HF0244* NAD 83(1986)-  37 15 48.     (N)    096 51 07.     (W)     SCALED    
 HF0244* NAVD 88     -       413.973  (meters)    1358.18   (feet)  ADJUSTED  
 HF0244  ___________________________________________________________________
 HF0244  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0244  DYNAMIC HT  -         413.631 (meters)    1357.05  (feet)  COMP
 HF0244  MODELED GRAV-     979,793.1   (mgal)                       NAVD 88
 HF0244
 HF0244  VERT ORDER  -  SECOND    CLASS 0
 HF0244
 HF0244.The horizontal coordinates were scaled from a topographic map and have
 HF0244.an estimated accuracy of +/- 6 seconds.
 HF0244
 HF0244.The orthometric height was determined by differential leveling
 HF0244.and adjusted by the National Geodetic Survey in June 1991..
 HF0244
 HF0244.The geoid height was determined by GEOID03.
 HF0244
 HF0244.The dynamic height is computed by dividing the NAVD 88
 HF0244.geopotential number by the normal gravity value computed on the
 HF0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0244.degrees latitude (g = 980.6199 gals.).
 HF0244
 HF0244.The modeled gravity was interpolated from observed gravity values.
 HF0244
 HF0244;                    North         East    Units  Estimated Accuracy
 HF0244;SPC KS S     -   467,510.      546,180.      MT  (+/- 180 meters Scaled)
 HF0244
 HF0244                          SUPERSEDED SURVEY CONTROL
 HF0244
 HF0244  NGVD 29 (??/??/92)  413.856  (m)         1357.79   (f) ADJ UNCH    2 0
 HF0244
 HF0244.Superseded values are not recommended for survey control.
 HF0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0244.See file dsdata.txt to determine how the superseded data were derived.
 HF0244
 HF0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG904262(NAD 83)
 HF0244_MARKER: DR = REFERENCE MARK DISK
 HF0244_SETTING: 80 = SET IN A BOULDER
 HF0244_SP_SET: BOULDER
 HF0244_STAMPING: MACK NO 1 1962
 HF0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0244+STABILITY: SURFACE MOTION
 HF0244
 HF0244  HISTORY     - Date     Condition        Report By
 HF0244  HISTORY     - 1962     MONUMENTED       CGS
 HF0244
 HF0244                          STATION DESCRIPTION
 HF0244
 HF0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0244'6 MI SE FROM NEW SALEM.
 HF0244'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0244'FROM THE STATION AT NEW SALEM, THENCE 3.35 MILES SOUTH ALONG A
 HF0244'DIRT ROAD, THENCE 0.4 MILE EAST ALONG A GRAVEL ROAD, THENCE 0.35
 HF0244'MILE NORTH ALONG A FENCELINE, 54.3 FEET SOUTHEAST OF MACK 1962,
 HF0244'SET IN A DRILLHOLE IN A BOULDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0796 ***********************************************************************
 JF0796  DESIGNATION -  MACK RM 1
 JF0796  PID         -  JF0796
 JF0796  STATE/COUNTY-  KS/MCPHERSON
 JF0796  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0796
 JF0796                         *CURRENT SURVEY CONTROL
 JF0796  ___________________________________________________________________
 JF0796* NAD 83(1986)-  38 28 31.     (N)    097 38 20.     (W)     SCALED    
 JF0796* NAVD 88     -       466.437  (meters)    1530.30   (feet)  ADJUSTED  
 JF0796  ___________________________________________________________________
 JF0796  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 JF0796  DYNAMIC HT  -         466.105 (meters)    1529.21  (feet)  COMP
 JF0796  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 JF0796
 JF0796  VERT ORDER  -  SECOND    CLASS 0
 JF0796
 JF0796.The horizontal coordinates were scaled from a topographic map and have
 JF0796.an estimated accuracy of +/- 6 seconds.
 JF0796
 JF0796.The orthometric height was determined by differential leveling
 JF0796.and adjusted by the National Geodetic Survey in June 1991..
 JF0796
 JF0796.The geoid height was determined by GEOID03.
 JF0796
 JF0796.The dynamic height is computed by dividing the NAVD 88
 JF0796.geopotential number by the normal gravity value computed on the
 JF0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0796.degrees latitude (g = 980.6199 gals.).
 JF0796
 JF0796.The modeled gravity was interpolated from observed gravity values.
 JF0796
 JF0796;                    North         East    Units  Estimated Accuracy
 JF0796;SPC KS S     -   601,080.      475,140.      MT  (+/- 180 meters Scaled)
 JF0796
 JF0796                          SUPERSEDED SURVEY CONTROL
 JF0796
 JF0796  NGVD 29 (??/??/92)  466.286  (m)         1529.81   (f) ADJ UNCH    2 0
 JF0796
 JF0796.Superseded values are not recommended for survey control.
 JF0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0796.See file dsdata.txt to determine how the superseded data were derived.
 JF0796
 JF0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH187594(NAD 83)
 JF0796_MARKER: DR = REFERENCE MARK DISK
 JF0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0796_STAMPING: MACK NO 1 1961
 JF0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0796+STABILITY: SURFACE MOTION
 JF0796
 JF0796  HISTORY     - Date     Condition        Report By
 JF0796  HISTORY     - 1961     MONUMENTED       CGS
 JF0796
 JF0796                          STATION DESCRIPTION
 JF0796
 JF0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0796'9.2 MI SE FROM LINDSBORG.
 JF0796'72.24 FEET NNE FROM THE STATION MARK, 1 FOOT W OF THE E BOUNDARY
 JF0796'FENCE.  A STANDARD REFERENCE MARK STAMPED MACK NO 1 1961 AND SET
 JF0796'IN A SQUARE TOPPED CONCRETE MONUMENT, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0242 ***********************************************************************
 HF0242  DESIGNATION -  MACK RM 2
 HF0242  PID         -  HF0242
 HF0242  STATE/COUNTY-  KS/COWLEY
 HF0242  USGS QUAD   -  BURDEN (1979)
 HF0242
 HF0242                         *CURRENT SURVEY CONTROL
 HF0242  ___________________________________________________________________
 HF0242* NAD 83(1986)-  37 15 49.     (N)    096 51 07.     (W)     SCALED    
 HF0242* NAVD 88     -       413.514  (meters)    1356.67   (feet)  ADJUSTED  
 HF0242  ___________________________________________________________________
 HF0242  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0242  DYNAMIC HT  -         413.172 (meters)    1355.55  (feet)  COMP
 HF0242  MODELED GRAV-     979,793.2   (mgal)                       NAVD 88
 HF0242
 HF0242  VERT ORDER  -  SECOND    CLASS 0
 HF0242
 HF0242.The horizontal coordinates were scaled from a topographic map and have
 HF0242.an estimated accuracy of +/- 6 seconds.
 HF0242
 HF0242.The orthometric height was determined by differential leveling
 HF0242.and adjusted by the National Geodetic Survey in June 1991..
 HF0242
 HF0242.The geoid height was determined by GEOID03.
 HF0242
 HF0242.The dynamic height is computed by dividing the NAVD 88
 HF0242.geopotential number by the normal gravity value computed on the
 HF0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0242.degrees latitude (g = 980.6199 gals.).
 HF0242
 HF0242.The modeled gravity was interpolated from observed gravity values.
 HF0242
 HF0242;                    North         East    Units  Estimated Accuracy
 HF0242;SPC KS S     -   467,540.      546,180.      MT  (+/- 180 meters Scaled)
 HF0242
 HF0242                          SUPERSEDED SURVEY CONTROL
 HF0242
 HF0242  NGVD 29 (??/??/92)  413.398  (m)         1356.29   (f) ADJ UNCH    2 0
 HF0242
 HF0242.Superseded values are not recommended for survey control.
 HF0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0242.See file dsdata.txt to determine how the superseded data were derived.
 HF0242
 HF0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG904262(NAD 83)
 HF0242_MARKER: DR = REFERENCE MARK DISK
 HF0242_SETTING: 66 = SET IN ROCK OUTCROP
 HF0242_SP_SET: BEDROCK
 HF0242_STAMPING: MACK NO 2 1962
 HF0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HF0242+STABILITY: POSITION/ELEVATION WELL
 HF0242
 HF0242  HISTORY     - Date     Condition        Report By
 HF0242  HISTORY     - 1962     MONUMENTED       CGS
 HF0242
 HF0242                          STATION DESCRIPTION
 HF0242
 HF0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0242'6 MI SE FROM NEW SALEM.
 HF0242'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0242'FROM THE STATION AT NEW SALEM, THENCE 3.35 MILES SOUTH ALONG A
 HF0242'DIRT ROAD, THENCE 0.4 MILE EAST ALONG A GRAVEL ROAD, THENCE 0.35
 HF0242'MILE NORTH ALONG A FENCELINE, 39.2 FEET SOUTHWEST OF MACK 1962,
 HF0242'SET IN A DRILLHOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0797 ***********************************************************************
 JF0797  DESIGNATION -  MACK RM 2
 JF0797  PID         -  JF0797
 JF0797  STATE/COUNTY-  KS/MCPHERSON
 JF0797  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF0797
 JF0797                         *CURRENT SURVEY CONTROL
 JF0797  ___________________________________________________________________
 JF0797* NAD 83(1986)-  38 28 31.     (N)    097 38 20.     (W)     SCALED    
 JF0797* NAVD 88     -       465.806  (meters)    1528.23   (feet)  ADJUSTED  
 JF0797  ___________________________________________________________________
 JF0797  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 JF0797  DYNAMIC HT  -         465.474 (meters)    1527.14  (feet)  COMP
 JF0797  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 JF0797
 JF0797  VERT ORDER  -  SECOND    CLASS 0
 JF0797
 JF0797.The horizontal coordinates were scaled from a topographic map and have
 JF0797.an estimated accuracy of +/- 6 seconds.
 JF0797
 JF0797.The orthometric height was determined by differential leveling
 JF0797.and adjusted by the National Geodetic Survey in June 1991..
 JF0797
 JF0797.The geoid height was determined by GEOID03.
 JF0797
 JF0797.The dynamic height is computed by dividing the NAVD 88
 JF0797.geopotential number by the normal gravity value computed on the
 JF0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0797.degrees latitude (g = 980.6199 gals.).
 JF0797
 JF0797.The modeled gravity was interpolated from observed gravity values.
 JF0797
 JF0797;                    North         East    Units  Estimated Accuracy
 JF0797;SPC KS S     -   601,080.      475,140.      MT  (+/- 180 meters Scaled)
 JF0797
 JF0797                          SUPERSEDED SURVEY CONTROL
 JF0797
 JF0797  NGVD 29 (??/??/92)  465.655  (m)         1527.74   (f) ADJ UNCH    2 0
 JF0797
 JF0797.Superseded values are not recommended for survey control.
 JF0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0797.See file dsdata.txt to determine how the superseded data were derived.
 JF0797
 JF0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH187594(NAD 83)
 JF0797_MARKER: DR = REFERENCE MARK DISK
 JF0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0797_STAMPING: MACK NO 2 1961
 JF0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0797+STABILITY: SURFACE MOTION
 JF0797
 JF0797  HISTORY     - Date     Condition        Report By
 JF0797  HISTORY     - 1961     MONUMENTED       CGS
 JF0797
 JF0797                          STATION DESCRIPTION
 JF0797
 JF0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0797'9.2 MI SE FROM LINDSBORG.
 JF0797'1 FOOT N OF THE S BOUNDARY FENCE AND 72.09 FEET WSW FROM THE
 JF0797'STATION MARK.  A STANDARD REFERENCE MARK DISK SET IN SQUARE
 JF0797'TOPPED CONCRETE MONUMENTS, FLUSH WITH THE SURFACE OF THE GROUND
 JF0797'STAMPED MACK NO 2 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0881 ***********************************************************************
 HG0881  DESIGNATION -  MACKSVILLE MUNICIPAL TANK
 HG0881  PID         -  HG0881
 HG0881  STATE/COUNTY-  KS/STAFFORD
 HG0881  USGS QUAD   -  MACKSVILLE (1972)
 HG0881
 HG0881                         *CURRENT SURVEY CONTROL
 HG0881  ___________________________________________________________________
 HG0881* NAD 83(1997)-  37 57 51.70003(N)    098 58 02.49886(W)     ADJUSTED  
 HG0881* NAVD 88     -                                                        
 HG0881  ___________________________________________________________________
 HG0881  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HG0881  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 HG0881
 HG0881  HORZ ORDER  -  THIRD
 HG0881
 HG0881.The horizontal coordinates were established by classical geodetic methods
 HG0881.and adjusted by the National Geodetic Survey in October 1998..
 HG0881
 HG0881
 HG0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0881
 HG0881.The geoid height was determined by GEOID03.
 HG0881
 HG0881;                    North         East     Units Scale Factor Converg.
 HG0881;SPC KS S     -   544,127.410   358,933.484   MT  0.99993625   -0 17 13.9
 HG0881;UTM  14      - 4,201,861.326   502,867.021   MT  0.99960010   +0 01 12.3
 HG0881
 HG0881                          SUPERSEDED SURVEY CONTROL
 HG0881
 HG0881  NAD 83(1997)-  37 57 51.70765(N)    098 58 02.49885(W) AD(       ) 4
 HG0881  NAD 83(1986)-  37 57 51.70687(N)    098 58 02.49748(W) AD(       ) 4
 HG0881  NAD 27      -  37 57 51.65500(N)    098 58 01.14700(W) AD(       ) 3
 HG0881
 HG0881.Superseded values are not recommended for survey control.
 HG0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0881.See file dsdata.txt to determine how the superseded data were derived.
 HG0881
 HG0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH0286701861(NAD 83)
 HG0881_MARKER: 51 = TANK
 HG0881
 HG0881  HISTORY     - Date     Condition        Report By
 HG0881  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0881
 HG0881                          STATION DESCRIPTION
 HG0881
 HG0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0881'POINT OBSERVED UPON IS THE FINIAL OF A TALL TANK.  THIS TANK IS
 HG0881'APPARENTLY THE MUNICIPAL WATER SUPPLY.  STATION WAS OFF-SCHEME
 HG0881'AND WAS NOT VISITED.
 HG0881'
 HG0881'STATION WAS OBSERVED FROM TRIANGULATION STATIONS LARNED,
 HG0881'JOHNSON, KELLER AND RANDEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0797 ***********************************************************************
 HE0797  DESIGNATION -  MADDY
 HE0797  PID         -  HE0797
 HE0797  STATE/COUNTY-  KS/LABETTE
 HE0797  USGS QUAD   -  DENNIS (1973)
 HE0797
 HE0797                         *CURRENT SURVEY CONTROL
 HE0797  ___________________________________________________________________
 HE0797* NAD 83(1997)-  37 20 52.81763(N)    095 28 01.14752(W)     ADJUSTED  
 HE0797* NAVD 88     -       315.97   (+/-2cm)    1036.6    (feet)  VERTCON   
 HE0797  ___________________________________________________________________
 HE0797  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 HE0797  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 HE0797
 HE0797  HORZ ORDER  -  FIRST
 HE0797  VERT ORDER  -  THIRD ? (See Below)
 HE0797
 HE0797.The horizontal coordinates were established by classical geodetic methods
 HE0797.and adjusted by the National Geodetic Survey in October 1998..
 HE0797
 HE0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0797.The vertical order pertains to the NGVD 29 superseded value.
 HE0797
 HE0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0797
 HE0797.The geoid height was determined by GEOID03.
 HE0797
 HE0797;                    North         East     Units Scale Factor Converg.
 HE0797;SPC KS S     -   479,989.138   668,686.915   MT  0.99998500   +1 51 49.9
 HE0797;UTM  15      - 4,136,333.731   281,483.762   MT  1.00018822   -1 29 49.9
 HE0797
 HE0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0797!SPC KS S     -   0.99995517  x   0.99998500  =   0.99994017
 HE0797!UTM  15      -   0.99995517  x   1.00018822  =   1.00014338
 HE0797
 HE0797|---------------------------------------------------------------------|
 HE0797| PID    Reference Object                     Distance      Geod. Az  |
 HE0797|                                                           dddmmss.s |
 HE0797| CL4827 MADDY RM 1                           28.020 METERS 07922     |
 HE0797| HE0792 PARSONS MO KAN TEX RR TALL STK      APPROX.17.2 KM 0895818.3 |
 HE0797| HE0788 PARSONS MUNICIPAL STANDPIPE         APPROX.18.0 KM 0903247.8 |
 HE0797| HE0790 PARSONS ST PATRICKS CATH CH         APPROX.18.0 KM 0910249.9 |
 HE0797| HE0732 PARSONS RADIO STA KLKC MAST         APPROX.20.8 KM 0912454.6 |
 HE0797| HE0793 PARSONS ST MARYS CATH CH CROSS      APPROX.16.5 KM 0915647.2 |
 HE0797| HE0791 PARSONS MUNICIPAL TANK              APPROX.18.2 KM 0944248.9 |
 HE0797| HE0799 DENNIS ATT CO MICROWAVE MAST        APPROX. 7.8 KM 1414109.8 |
 HE0797| CL4826 MADDY AZ MK                                        1880413.1 |
 HE0797| HE0810 CHERRYVALE MUNICIPAL STANDPIPE      APPROX.12.6 KM 2125244.7 |
 HE0797| HE0812 CHERRYVALE ST FRANCIS XAV CH        APPROX.11.9 KM 2212755.1 |
 HE0797| HE0811 CHERRYVALE AMER STEEL CO TANK       APPROX.11.4 KM 2251114.4 |
 HE0797| CL4828 MADDY RM 2                           27.569 METERS 32522     |
 HE0797|---------------------------------------------------------------------|
 HE0797
 HE0797                          SUPERSEDED SURVEY CONTROL
 HE0797
 HE0797  NAD 83(1997)-  37 20 52.82176(N)    095 28 01.14700(W) AD(       ) 1
 HE0797  NAD 83(1986)-  37 20 52.82926(N)    095 28 01.13279(W) AD(       ) 1
 HE0797  NAD 27      -  37 20 52.59812(N)    095 28 00.20780(W) AD(       ) 1
 HE0797  NGVD 29 (07/19/86)  315.83   (m)         1036.2    (f) LEVELING    3  
 HE0797
 HE0797.Superseded values are not recommended for survey control.
 HE0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0797.See file dsdata.txt to determine how the superseded data were derived.
 HE0797
 HE0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8148436334(NAD 83)
 HE0797_MARKER: DS = TRIANGULATION STATION DISK
 HE0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0797_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0797
 HE0797  HISTORY     - Date     Condition        Report By
 HE0797  HISTORY     - 1934     MONUMENTED       CGS
 HE0797  HISTORY     - 1965     GOOD             CGS
 HE0797  HISTORY     - 1966     GOOD             CGS
 HE0797
 HE0797                          STATION DESCRIPTION
 HE0797
 HE0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0797'STATION IS LOCATED ABOUT 10 MILES N AND E OF CHERRYVALE IN
 HE0797'THE NE 1/4 SEC. 18, T 31 S, R 18 E, ON LAND OWNED BY OSCAR
 HE0797'PILKINGTON, IN THE APPROXIMATE CENTER OF A LONE, FLAT-TOPPED
 HE0797'PROMINENT MOUND.
 HE0797'
 HE0797'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0797'BRONZE DISKS SET IN CONCRETE.
 HE0797'
 HE0797'REFERENCE MARK NO. 1 IS E OF STATION, 50 FEET W OF EDGE OF
 HE0797'SLOPE.
 HE0797'
 HE0797'REFERENCE MARK NO. 2 IS N OF STATION AT EDGE OF SLOPE.
 HE0797'
 HE0797'AZIMUTH MARK IS AT THE INTERSECTION OF U.S. HIGHWAY 160 AND
 HE0797'RAILROAD CROSSING MENTIONED IN ABOVE DESCRIPTION 24.5 FEET
 HE0797'NW OF NW RAIL, 56 FEET SE OF CENTER LINE OF U.S. HIGHWAY
 HE0797'160, 6 FEET SE OF FENCE LINE.
 HE0797'
 HE0797'REACHED FROM CHERRYVALE BY GOING N ON U.S. HIGHWAY 160 AND
 HE0797'STATE HIGHWAY 16, 5.5 MILES TO A POINT WHERE U.S. HIGHWAY
 HE0797'160 TURNS E.  THENCE E ON U.S. HIGHWAY 160 FOR 4.0 MILES
 HE0797'TO A LOCAL DIRT ROAD LEADING N WHICH IS JUST E OF RAILROAD
 HE0797'CROSSING.  THENCE N ON LOCAL ROAD 0.7 MILE OVER RIDGE TO
 HE0797'GATE IN W FENCE LINE, GO W THROUGH GATE AND UP N SLOPE OF
 HE0797'MOUND 0.15 MILE TO STATION.
 HE0797'
 HE0797'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HE0797
 HE0797                          STATION RECOVERY (1965)
 HE0797
 HE0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0797'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE0797'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 HE0797'COMPLETE DESCRIPTIONS FOLLOWS.
 HE0797'
 HE0797'THE STATION IS ABOUT 11 MILES WEST OF PARSONS, 7 MILES NORTHEAST
 HE0797'OF CHERRYVALE AND 1/2 MILE NORTH OF U.S. HIGHWAY 160, ON
 HE0797'THE HIGHEST POINT OF A PROMINENT KNOLL.
 HE0797'
 HE0797'TO REACH THE STATION FROM THE POST OFFICE IN PARSONS, GO
 HE0797'WEST ON U.S. HIGHWAY 160 FOR 11.4 MILES TO A CROSSROAD AND
 HE0797'A ROADSIDE PARK IN THE NORTHWEST ANGLE OF THE ROADS.  (TO
 HE0797'REACH THE AZIMUTH MARK, CONTINUE WEST ON THE HIGHWAY FOR
 HE0797'0.15 MILE TO THE MARK ON THE LEFT).  TURN RIGHT AND GO NORTH
 HE0797'ON GRAVELED ROAD FOR 0.5 MILE TO A DRIVEWAY LEFT.  TURN
 HE0797'LEFT AND GO WEST ON DRIVEWAY FOR 0.1 MILE TO A FARM HOUSE.
 HE0797'GO NORTH AND WEST ON TRACK ROAD FOR 0.1 MILE TO A WIRE GATE
 HE0797'BETWEEN A GARAGE AND SMALL BARN.  PASS THROUGH GATE AND
 HE0797'GO WEST FOR 0.05 MILE TO A FENCE CORNER.  TURN RIGHT AND
 HE0797'GO NORTH AND EAST ON FIELD ROAD FOR 0.15 MILE TO A
 HE0797'NORTH-SOUTH FENCE LINE.  TURN RIGHT AND PICK WAY SOUTHERLY UP
 HE0797'HILL FOR 0.15 MILE TO THE TOP OF THE KNOLL AND THE
 HE0797'STATION.
 HE0797'
 HE0797'STATION MARK IS A STANDARD DISK, STAMPED MADDY 1934, SET
 HE0797'IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 HE0797'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 211
 HE0797'FEET WEST OF A POWER LINE POLE AND 177 FEET WEST OF A CEDAR
 HE0797'TREE.
 HE0797'
 HE0797'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MADDY NO 1 1934,
 HE0797'SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER
 HE0797'THAT PROJECTS 10 INCHES.  IT IS 112 FEET WEST OF THE POWER
 HE0797'LINE POLE, 85 FEET WEST OF THE CEDAR TREE AND ABOUT 1 FOOT
 HE0797'LOWER THAN THE STATION.
 HE0797'
 HE0797'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MADDY NO 2
 HE0797'1934, SET IN THE TOP OF A CONCRETE POST 12 INCHES IN DIAMETER
 HE0797'THAT PROJECTS 10 INCHES.  IT IS ON THE NORTHWEST SLOPE OF
 HE0797'THE KNOLL AND ABOUT 2 FEET LOWER THAN THE STATION.
 HE0797'
 HE0797'AZIMUTH MARK IS A STANDARD DISK, STAMPED MADDY 1934, SET
 HE0797'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0797'7 INCHES.  IT IS 56 FEET SOUTH OF THE CENTERLINE OF U.S.
 HE0797'HIGHWAY 160, 40 FEET WEST OF THE CENTERLINE OF AN OLD RAILROAD
 HE0797'BED, 6 FEET SOUTHWEST OF A WITNESS POST AND 4.5 FEET SOUTH
 HE0797'OF A WIRE FENCE.
 HE0797'
 HE0797'HEIGHT OF LIGHT ABOVE STATION MARK 60 FEET.
 HE0797
 HE0797                          STATION RECOVERY (1966)
 HE0797
 HE0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0797'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE0797'WAS RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1055 ***********************************************************************
 JE1055  DESIGNATION -  MADER FIELD
 JE1055  PID         -  JE1055
 JE1055  STATE/COUNTY-  KS/ANDERSON
 JE1055  USGS QUAD   -  GARNETT WEST (1983)
 JE1055
 JE1055                         *CURRENT SURVEY CONTROL
 JE1055  ___________________________________________________________________
 JE1055* NAD 83(1986)-  38 17 45.     (N)    095 16 17.     (W)     SCALED    
 JE1055* NAVD 88     -       323.22   (+/-2cm)    1060.4    (feet)  VERTCON   
 JE1055  ___________________________________________________________________
 JE1055  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JE1055
 JE1055  VERT ORDER  -  ? (See Below)
 JE1055
 JE1055.The horizontal coordinates were scaled from a topographic map and have
 JE1055.an estimated accuracy of +/- 6 seconds.
 JE1055
 JE1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1055.The vertical order pertains to the NGVD 29 superseded value.
 JE1055
 JE1055.The geoid height was determined by GEOID03.
 JE1055
 JE1055;                    North         East    Units  Estimated Accuracy
 JE1055;SPC KS S     -   585,710.      682,370.      MT  (+/- 180 meters Scaled)
 JE1055
 JE1055                          SUPERSEDED SURVEY CONTROL
 JE1055
 JE1055  NGVD 29 (??/??/92)  323.071  (m)         1059.94   (f) ADJ UNCH    ?  
 JE1055
 JE1055.Superseded values are not recommended for survey control.
 JE1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1055.See file dsdata.txt to determine how the superseded data were derived.
 JE1055
 JE1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC013410(NAD 83)
 JE1055_MARKER: Z = SEE DESCRIPTION
 JE1055_SETTING: 0 = UNSPECIFIED SETTING
 JE1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1055
 JE1055  HISTORY     - Date     Condition        Report By
 JE1055  HISTORY     - UNK      MONUMENTED       CGS
 JE1055  HISTORY     - 1934     GOOD             NGS
 JE1055  HISTORY     - 1950     GOOD             NGS
 JE1055
 JE1055                          STATION DESCRIPTION
 JE1055
 JE1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1055'0.2 MI SW FROM MADER FIELD.
 JE1055'0.25 MILE SOUTHWEST OF THE HANGAR, AT THE SOUTH END OF THE FIELD,
 JE1055'30 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 31, 5 FEET
 JE1055'NORTH OF A FENCE, GROUND SURFACE.  NOTE-- IT WAS REPORTED IN
 JE1055'NOVEMBER 1950 THAT ALTHOUGH THE FIELD IS UNDER CULTIVATION,
 JE1055'THIS POINT CAN STILL BE IDENTIFIED.
 JE1055
 JE1055                          STATION RECOVERY (1950)
 JE1055
 JE1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1090 ***********************************************************************
 KF1090  DESIGNATION -  MAGIC
 KF1090  PID         -  KF1090
 KF1090  STATE/COUNTY-  KS/RILEY
 KF1090  USGS QUAD   -  FORT RILEY NE (1992)
 KF1090
 KF1090                         *CURRENT SURVEY CONTROL
 KF1090  ___________________________________________________________________
 KF1090* NAD 83(1997)-  39 12 17.40653(N)    096 49 51.65495(W)     ADJUSTED  
 KF1090* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 KF1090  ___________________________________________________________________
 KF1090  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 KF1090  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 KF1090
 KF1090  HORZ ORDER  -  SECOND
 KF1090
 KF1090.The horizontal coordinates were established by classical geodetic methods
 KF1090.and adjusted by the National Geodetic Survey in October 1998..
 KF1090
 KF1090.The orthometric height was scaled from a topographic map.
 KF1090
 KF1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1090
 KF1090.The geoid height was determined by GEOID03.
 KF1090
 KF1090;                    North         East     Units Scale Factor Converg.
 KF1090;SPC KS N     -    97,398.196   500,965.191   MT  0.99995717   +0 44 22.7
 KF1090;UTM  14      - 4,341,749.052   687,282.548   MT  1.00003189   +1 22 17.0
 KF1090
 KF1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1090!SPC KS N     -   0.99994011  x   0.99995717  =   0.99989728
 KF1090!UTM  14      -   0.99994011  x   1.00003189  =   0.99997200
 KF1090
 KF1090:                Primary Azimuth Mark                     Grid Az
 KF1090:SPC KS N     -  RILEY MUNICIPAL TANK                     002 22 05.6
 KF1090:UTM  14      -  RILEY MUNICIPAL TANK                     001 44 11.3
 KF1090
 KF1090|---------------------------------------------------------------------|
 KF1090| PID    Reference Object                     Distance      Geod. Az  |
 KF1090|                                                           dddmmss.s |
 KF1090| KF1119 RILEY MUNICIPAL TANK                APPROX.10.3 KM 0030628.3 |
 KF1090| KF1093 MAGIC AZ MK                         APPROX. 0.7 KM 1815810.3 |
 KF1090| CL7372 MAGIC RM 1                           25.227 METERS 24300     |
 KF1090| CL7374 MAGIC RM 3                           25.299 METERS 24414     |
 KF1090| KF1092 MAGIC RM 4                           14.641 METERS 33757     |
 KF1090| CL7373 MAGIC RM 2                           14.906 METERS 33844     |
 KF1090|---------------------------------------------------------------------|
 KF1090
 KF1090                          SUPERSEDED SURVEY CONTROL
 KF1090
 KF1090  NAD 83(1986)-  39 12 17.41309(N)    096 49 51.65318(W) AD(       ) 2
 KF1090  NAD 27      -  39 12 17.43300(N)    096 49 50.61800(W) AD(       ) 2
 KF1090
 KF1090.Superseded values are not recommended for survey control.
 KF1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1090.See file dsdata.txt to determine how the superseded data were derived.
 KF1090
 KF1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8728341749(NAD 83)
 KF1090_MARKER: DS = TRIANGULATION STATION DISK
 KF1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1090_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KF1090
 KF1090  HISTORY     - Date     Condition        Report By
 KF1090  HISTORY     - 1947     MONUMENTED       CGS
 KF1090  HISTORY     - 1964     GOOD             CGS
 KF1090  HISTORY     - 1965     POOR             CGS
 KF1090  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KF1090  HISTORY     - 1980     GOOD             NGS
 KF1090  HISTORY     - 20030605 MARK NOT FOUND   KS127
 KF1090
 KF1090                          STATION DESCRIPTION
 KF1090
 KF1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1090'THE STATION IS LOCATED ABOUT 14.0 MILES WEST OF MANHATTAN,
 KF1090'12.0 MILES NORTH OF JUNCTION CITY AND 9.0 MILES SOUTH OF
 KF1090'RILEY ALONG U.S. HIGHWAY 77 NEAR THE NORTHWEST CORNER OF THE
 KF1090'FORT RILEY MILITARY RESERVATION, 1.0 MILE SOUTH OF THE MAGIC
 KF1090'SCHOOL AT RANGE GUARD POST NO 26.  IT IS 75 FEET NORTHEAST OF
 KF1090'A T-ROAD INTERSECTION, 15 FEET NORTH WEST OF MAGIC SCHOOL
 KF1090'TARGET SIGN AND 50 FEET EAST OF THE CENTER OF U.S. HIGHWAY 77.
 KF1090'IT IS STAMPED MAGIC 1947 AND PROJECTS 3 INCHES.
 KF1090'
 KF1090'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 30 FEET WEST
 KF1090'OF THE CENTER OF U.S. HIGHWAY 77, 5 FEET NORTH OF FENCE CORNER
 KF1090'AND 1 FOOT EAST OF FENCE LINE.  IT IS STAMPED MAGIC NO 1 1947
 KF1090'AND PROJECTS 3 INCHES.
 KF1090'
 KF1090'REFERENCE MARK NO 2 IS NORTH-NORTHEAST OF THE STATION, 30
 KF1090'FEET EAST OF THE CENTER OF U.S. HIGHWAY 77.  IT IS STAMPED
 KF1090'MAGIC NO 2 1947 AND PROJECTS 2 INCHES.
 KF1090'
 KF1090'THE AZIMUTH MARK IS ABOUT 0.35 MILE SOUTH OF THE STATION,
 KF1090'30 FEET WEST OF THE CENTER OF U.S. HIGHWAY 77, 2 FEET NORTH
 KF1090'OF A TELEPHONE POLE AND 6 INCHES EAST OF A FENCE LINE.  IT IS
 KF1090'STAMPED MAGIC 1947 AND PROJECTS 3 INCHES.  TO REACH FROM THE
 KF1090'STATION GO SOUTH ON NO 77 FOR 0.35 MILE TO THE MARK ON THE
 KF1090'RIGHT IN FENCE LINE AS DESCRIBED.
 KF1090'
 KF1090'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77
 KF1090'AND 40 NEAR THE EAST EDGE OF JUNCTION CITY, GO NORTH ON 77
 KF1090'FOR 13.3 MILES TO RANGE GUARD POST NO 26 AT SIGN MAGIC
 KF1090'SCHOOL VILLAGE MOVING TARGET ON THE RIGHT AND STATION AS
 KF1090'DESCRIBED.
 KF1090'
 KF1090'A 60 FOOT SIGNAL AT STATION BALA IS VISIBLE AT 37 FEET.
 KF1090'
 KF1090'A 74 FOOT SIGNAL AT STATION RILEY IS VISIBLE AT 37 FEET.
 KF1090'
 KF1090'A 74 FOOT SIGNAL AT STATION ERRICSSEN IS VISIBLE AT 00.0 FEET.
 KF1090'
 KF1090'A 74 FOOT SIGNAL AT STATION HUMBOLT IS VISIBLE AT 37 FEET.
 KF1090'
 KF1090'A 74 FOOT SIGNAL AT STATION VINTON IS VISIBLE AT 37 FEET.
 KF1090'
 KF1090'A 74 FOOT SIGNAL AT STATION PLEASANT IS VISIBLE AT 37 FEET.
 KF1090'
 KF1090'AN 87 FOOT SIGNAL AT STATION WILMER-2 IS VISIBLE AT 37 FEET.
 KF1090'
 KF1090'AN 87 FOOT SIGNAL AT STATION MILFORD IS VISIBLE AT 37 FEET.
 KF1090'
 KF1090'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KF1090
 KF1090                          STATION RECOVERY (1964)
 KF1090
 KF1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KF1090'** THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF1090'FOUND IN GOOD CONDITION.  A FEW ADDITIONAL REFERENCES AND A NEW
 KF1090'TO REACH WILL FOLLOW BECAUSE THIS AREA IS TO BE INCORPORATED
 KF1090'INTO THE FT. RILEY ARMY RESERVATION, U.S. HIGHWAY 77 WILL BE
 KF1090'RELOCATED, AND THIS STATION WILL BE IN THE MILITARY RESERVATION
 KF1090'RATHER THAN ALONG THE WEST SIDE.  THE STATION IS LOCATED
 KF1090'ABOUT 12 MILES NORTH OF JUNCTION CITY AND 4-1/2 MILES EAST
 KF1090'AND 2 MILES NORTH OF THE TOWN OF MILFORD, 1 MILE SOUTH OF THE
 KF1090'PRESENT JUNCTION OF U.S. HIGHWAY 77 AND STATE HIGHWAY 82,
 KF1090'AND 1 FOOT SOUTH OF A NEW STEEL WITNESS POST.  THE MARK
 KF1090'PROJECTS 6 INCHES AND THE DISK IS STAMPED MAGIC 1947.
 KF1090'
 KF1090'TO REACH THE STATION FROM THE POST OFFICE IN JUNCTION CITY,
 KF1090'GO WEST ON STATE HIGHWAY 18 FOR 2.0 MILES TO THE JUNCTION OF
 KF1090'U.S. HIGHWAY 77.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY
 KF1090'77 FOR 3.0 MILES TO A BRIDGE OVER THE REPUBLICAN RIVER.
 KF1090'CONTINUE NORTH-NORTHEAST ON U.S. HIGHWAY 77 FOR 9.9 MILES TO A
 KF1090'T-ROAD EAST AND THE STATION IN THE NORTHEAST ANGLE AS DESCRIBED.
 KF1090'
 KF1090'AZIMUTH MARK IS 0.35 MILE SOUTH OF THE STATION, 2 FEET NORTH
 KF1090'OF A POWER POLE, AND 1 FOOT NORTH OF A NEW STEEL POST WITH
 KF1090'SIGN.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 KF1090'MAGIC 1947.
 KF1090'
 KF1090'** STATION IS LOCATED IN THE SOUTHWEST CORNER OF SEC. 1, T 10 S.,
 KF1090'R 5 E.
 KF1090
 KF1090                          STATION RECOVERY (1965)
 KF1090
 KF1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1090'THE STATION MARK WAS RECOVERED AND FOUND TO BE MUTILATED SOME BY
 KF1090'BEING HIT WITH MACHINERY.  IT IS 70 FEET NORTH OF A MILITARY ROAD
 KF1090'LEADING EAST, 47 FEET SOUTHEAST OF A TELEPHONE POLE AND 42.5 FEET
 KF1090'EAST OF CENTER LINE OF U.S. HIGHWAY 77.  THE MONUMENT PROJECTS
 KF1090'4-INCHES.
 KF1090'
 KF1090'REFERENCE MARK NO. 1 RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT
 KF1090'IS 43 FEET NORTH OF THE NORTHEAST CORNER OF THE WOODED AREA AROUND
 KF1090'THE FARM BUILDINGS, 30 FEET WEST OF THE CENTER LINE OF HIGHWAY 77
 KF1090'AND 1 FOOT EAST OF THE FENCE LINE.  THE MONUMENT PROJECTS 4-INCHES
 KF1090'ABOVE THE GROUND.
 KF1090'
 KF1090'REFERENCE MARK NO. 2 RECOVERED IN GOOD CONDITION, IT IS 26 FEET
 KF1090'EAST OF THE CENTER LINE OF HIGHWAY 77 AND 2 FEET NORTHWEST OF A
 KF1090'TELEPHONE POLE.  THE MONUMENT PROJECT 3-INCHES ABOVE THE GROUND.
 KF1090'
 KF1090'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KF1090'IT IS 0.35 MILE SOUTH OF THE STATION, 30 FEET WEST OF THE CENTER
 KF1090'LINE OF HIGHWAY 77 AND 2 FEET NORTH OF A POWER LINE POLE AND 1 FOOT
 KF1090'NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 KF1090'ABOVE THE GROUND.
 KF1090
 KF1090                          STATION RECOVERY (1966)
 KF1090
 KF1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1090'STATION RECOVERED AND PART OF THE TOP OF THE STATION MARK WAS
 KF1090'FOUND TO BE BROKEN OFF.  THE STATION MARK WAS REPAIRED IN ITS
 KF1090'ORIGINAL POSITION AND ELEVATION.  THE REFERENCE AND AZIMUTH MARK
 KF1090'FOUND IN GOOD CONDITION.  A METAL WITNESS POST WAS SET 1.5 FEET
 KF1090'NORTH OF THE STATION AND ONE WAS SET 1 FOOT SOUTH OF THE AZIMUTH
 KF1090'MARK.
 KF1090'
 KF1090'THE 1964 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 KF1090'RECOVERY.
 KF1090
 KF1090                          STATION RECOVERY (1980)
 KF1090
 KF1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KF1090'SURFACE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 KF1090'CONDITION.  REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED AND THE DISKS
 KF1090'WERE SALVAGED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  DUE TO THIS
 KF1090'AND OTHER CHANGES A NEW DESCRIPTION FOLLOWS.
 KF1090'
 KF1090'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF JUNCTION CITY, 8
 KF1090'MILES SOUTH OF RILEY, 5 MILES EAST-NORTHEAST OF MILFORD, ON THE FORT
 KF1090'RILEY MILITARY RESERVATION AND IN THE SW 1/4, SEC 1, T10S, R5E.
 KF1090'
 KF1090'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 KF1090'U.S. HIGHWAY 77 ABOUT 2 MILES WEST OF JUNCTION CITY, GO NORTH ON
 KF1090'U.S. HIGHWAY 77 FOR 5.2 MILES TO A BRIDGE OVER THE REPUBLICAN
 KF1090'RIVER.  CONTINUE NORTH ON THE HIGHWAY FOR 1.4 MILES TO A PAVED ROAD ON
 KF1090'THE RIGHT.  TURN RIGHT AND GO NORTHEAST AND NORTH ON A PAVED ROAD, OLD
 KF1090'HIGHWAY 77, FOR 8.15 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 KF1090'NORTH ON THE PAVED ROAD FOR 0.4 MILE TO A DIRT CROSSROAD AND THE
 KF1090'STATION IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 KF1090'
 KF1090'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED---MAGIC 1947---
 KF1090'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1 INCH.  IT IS
 KF1090'71.0 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD, 45.0 FEET EAST OF
 KF1090'THE CENTERLINE OF THE PAVED ROAD, AND 2.0 FEET NORTH OF A WITNESS
 KF1090'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.  A 2-FOOT LENGTH OF
 KF1090'IRON REBAR WAS DRIVEN ALONGSIDE THE SURFACE MARK.
 KF1090'
 KF1090'REFERENCE MARK 3 IS A CAST ALUMINUM MARK, STAMPED---MAGIC 1947 NO 3
 KF1090'1980--- THAT PROJECTS 2 INCHES.  IT IS 81.8 FEET WEST-SOUTHWEST OF
 KF1090'THE WITNESS POST AT THE STATION, 30.0 FEET NORTH OF THE CENTERLINE OF
 KF1090'THE DIRT ROAD, 30.0 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD AND
 KF1090'IS ABOUT 1 FOOT HIGHER THAN THE STATION.  THE MARK HAS MAGNETS
 KF1090'ATTACHED TO IT.
 KF1090'
 KF1090'REFERENCE MARK 4 IS A CAST ALUMINUM MARK, STAMPED---MAGIC 1947 NO 4
 KF1090'1980--- THAT PROJECTS 4 INCHES.  IT IS 117.0 FEET NORTH OF THE
 KF1090'CENTERLINE OF THE DIRT ROAD, 30.0 FEET EAST OF THE CENTERLINE OF THE
 KF1090'PAVED ROAD, 2.8 FEET SOUTH OF A WITNESS POST AND IS ABOUT 1 FOOT
 KF1090'HIGHER THAN THE STATION.  THE MARK HAS MAGNETS ATTACHED TO IT.
 KF1090'
 KF1090'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---MAGIC 1947--- SET IN
 KF1090'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 31.0
 KF1090'FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, 5.5 FEET SOUTHEAST OF
 KF1090'A WOODEN WITNESS POST, 3.7 FEET NORTHEAST OF ANOTHER WOODEN WITNESS
 KF1090'POST AND 3.5 FEET WEST OF ANOTHER WOODEN WITNESS POST.  THESE WITNESS
 KF1090'POSTS ARE MADE OF 4-INCH BY 4-INCH LUMBER AND PROJECT ABOUT 4 FEET
 KF1090'ABOVE THE GROUND.  A 2-FOOT LENGTH OF IRON REBAR WAS DRIVEN BY MARK.
 KF1090'
 KF1090'NOTE--ACCESS TO THIS STATION MAY BE LIMITED AT TIMES, DUE TO MILITARY
 KF1090'MANUEVERS.
 KF1090
 KF1090                          STATION RECOVERY (2003)
 KF1090
 KF1090'RECOVERY NOTE BY KS NAT GRD 1ST BN 127TH FLD SV 2003
 KF1090'SURFACE MARK DESTROYED. LOCATION OF POINT VERIFIED USING POSITION
 KF1090'AZIMUTH DETERMINING SYSTEM.  IDENTIFIED TWO PIECES OF REBAR, ONE IN
 KF1090'SHALLOW HOLE WHERE SURFACE MARK SHOULD BE.  AREA BETWEEN OLD HWY 77
 KF1090'AND TANK TRAIL EXTENSIVELY REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0484 ***********************************************************************
 KH0484  DESIGNATION -  MAGNETIC STATION
 KH0484  PID         -  KH0484
 KH0484  STATE/COUNTY-  KS/CHEYENNE
 KH0484  USGS QUAD   -  ST FRANCIS (1978)
 KH0484
 KH0484                         *CURRENT SURVEY CONTROL
 KH0484  ___________________________________________________________________
 KH0484* NAD 83(1986)-  39 46 28.     (N)    101 47 52.     (W)     SCALED    
 KH0484* NAVD 88     -      1012.678  (meters)    3322.43   (feet)  ADJUSTED  
 KH0484  ___________________________________________________________________
 KH0484  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 KH0484  DYNAMIC HT  -        1011.893 (meters)    3319.85  (feet)  COMP
 KH0484  MODELED GRAV-     979,817.2   (mgal)                       NAVD 88
 KH0484
 KH0484  VERT ORDER  -  SECOND    CLASS 0
 KH0484
 KH0484.The horizontal coordinates were scaled from a topographic map and have
 KH0484.an estimated accuracy of +/- 6 seconds.
 KH0484
 KH0484.The orthometric height was determined by differential leveling
 KH0484.and adjusted by the National Geodetic Survey in June 1991..
 KH0484
 KH0484.The geoid height was determined by GEOID03.
 KH0484
 KH0484.The dynamic height is computed by dividing the NAVD 88
 KH0484.geopotential number by the normal gravity value computed on the
 KH0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0484.degrees latitude (g = 980.6199 gals.).
 KH0484
 KH0484.The modeled gravity was interpolated from observed gravity values.
 KH0484
 KH0484;                    North         East    Units  Estimated Accuracy
 KH0484;SPC KS N     -   166,810.       74,720.      MT  (+/- 180 meters Scaled)
 KH0484
 KH0484                          SUPERSEDED SURVEY CONTROL
 KH0484
 KH0484  NGVD 29 (??/??/92) 1012.252  (m)         3321.03   (f) ADJ UNCH    2 0
 KH0484
 KH0484.Superseded values are not recommended for survey control.
 KH0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0484.See file dsdata.txt to determine how the superseded data were derived.
 KH0484
 KH0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK603064(NAD 83)
 KH0484_MARKER: DM = MAGNETIC STATION DISK
 KH0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0484_SP_SET: CONCRETE POST
 KH0484_MARK LOGO: CGS   
 KH0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0484+STABILITY: SURFACE MOTION
 KH0484
 KH0484  HISTORY     - Date     Condition        Report By
 KH0484  HISTORY     - UNK      MONUMENTED       CGS
 KH0484  HISTORY     - 1935     GOOD             NGS
 KH0484  HISTORY     - 1987     GOOD             NOS
 KH0484
 KH0484                          STATION DESCRIPTION
 KH0484
 KH0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KH0484'IN ST FRANCIS.
 KH0484'IN TOWN.  IN THE CITY PARK, ABOUT 40 FT. W. OF THE CENTER LINE
 KH0484'OF THE STREET ALONG THE E. SIDE OF THE PARK AND ABOUT 8 FT. W. OF
 KH0484'THE S.E. CORNER OF THE BAND STAND.
 KH0484
 KH0484                          STATION RECOVERY (1987)
 KH0484
 KH0484'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KH0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0669 ***********************************************************************
 JH0669  DESIGNATION -  MAJOR
 JH0669  PID         -  JH0669
 JH0669  STATE/COUNTY-  KS/LANE
 JH0669  USGS QUAD   -  SHIELDS SE (1974)
 JH0669
 JH0669                         *CURRENT SURVEY CONTROL
 JH0669  ___________________________________________________________________
 JH0669* NAD 83(1997)-  38 34 09.90097(N)    100 17 22.69280(W)     ADJUSTED  
 JH0669* NAVD 88     -       816.     (meters)    2677.     (feet)  SCALED    
 JH0669  ___________________________________________________________________
 JH0669  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JH0669  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 JH0669
 JH0669  HORZ ORDER  -  SECOND
 JH0669
 JH0669.The horizontal coordinates were established by classical geodetic methods
 JH0669.and adjusted by the National Geodetic Survey in October 1998..
 JH0669
 JH0669.The orthometric height was scaled from a topographic map.
 JH0669
 JH0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0669
 JH0669.The geoid height was determined by GEOID03.
 JH0669
 JH0669;                    North         East     Units Scale Factor Converg.
 JH0669;SPC KS S     -   612,680.675   244,044.462   MT  1.00000055   -1 05 59.2
 JH0669;SPC KS N     -    28,730.434   200,476.348   MT  1.00002703   -1 26 55.3
 JH0669;UTM  14      - 4,269,784.454   387,652.282   MT  0.99975544   -0 48 14.8
 JH0669
 JH0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0669!SPC KS S     -   0.99987594  x   1.00000055  =   0.99987649
 JH0669!SPC KS N     -   0.99987594  x   1.00002703  =   0.99990297
 JH0669!UTM  14      -   0.99987594  x   0.99975544  =   0.99963142
 JH0669
 JH0669:                Primary Azimuth Mark                     Grid Az
 JH0669:SPC KS S     -  HORSE                                    015 15 04.5
 JH0669:SPC KS N     -  HORSE                                    015 36 00.6
 JH0669:UTM  14      -  HORSE                                    014 57 20.1
 JH0669
 JH0669|---------------------------------------------------------------------|
 JH0669| PID    Reference Object                     Distance      Geod. Az  |
 JH0669|                                                           dddmmss.s |
 JH0669| JH0668 HORSE                               APPROX. 8.0 KM 0140905.3 |
 JH0669| JH0665 UTICA MUNICIPAL WATER TANK          APPROX.13.8 KM 0513907.7 |
 JH0669| CK9354 MAJOR RM 1                           36.954 METERS 13610     |
 JH0669| CK9355 MAJOR RM 2                           23.781 METERS 21604     |
 JH0669|---------------------------------------------------------------------|
 JH0669
 JH0669                          SUPERSEDED SURVEY CONTROL
 JH0669
 JH0669  NAD 83(1986)-  38 34 09.90651(N)    100 17 22.69395(W) AD(       ) 2
 JH0669  NAD 27      -  38 34 09.84817(N)    100 17 21.21162(W) AD(       ) 2
 JH0669
 JH0669.Superseded values are not recommended for survey control.
 JH0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0669.See file dsdata.txt to determine how the superseded data were derived.
 JH0669
 JH0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH8765269784(NAD 83)
 JH0669_MARKER: DS = TRIANGULATION STATION DISK
 JH0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0669
 JH0669  HISTORY     - Date     Condition        Report By
 JH0669  HISTORY     - 1964     MONUMENTED       CGS
 JH0669
 JH0669                          STATION DESCRIPTION
 JH0669
 JH0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JH0669'THE STATION IS 9-1/2 MILES SOUTHEAST OF SHIELDS, 8-1/2 MILES
 JH0669'SOUTHWEST OF UTICA, 2-1/4 MILES WEST OF THE LANE-NESS COUNTY LINE,
 JH0669'IN THE SOUTHEAST QUARTER SECTION 15, T 17, R 27 W, AND ON PROPERTY
 JH0669'OWNED BY MISS MARY MAJOR.
 JH0669'
 JH0669'TO REACH THE STATION FROM THE POST OFFICE IN UTICA, GO SOUTH FOR 0.2
 JH0669'MILE TO STATE HIGHWAY 4.  TURN RIGHT AND GO WEST ON HIGHWAY 4 FOR
 JH0669'4.4 MILES TO THE LANE-NESS COUNTY LINE.  CONTINUE WEST ON HIGHWAY
 JH0669'4 FOR 4.0 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 JH0669'GRAVEL ROAD FOR 4.45 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 JH0669'AND GO EAST, SOUTH AND EAST ON A BLADED ROAD FOR 2.05 MILES TO A
 JH0669'WIRE GATE, THE MAJOR RESIDENCE ON THE RIGHT AND THE STATION ON THE
 JH0669'LEFT, IN THE NORTHWEST CORNER OF FEED LOT.
 JH0669'
 JH0669'STATION MARKS ARE STANDARD DISKS STAMPED MAJOR 1964.  THE SURFACE
 JH0669'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JH0669'GROUND.  IT IS 97 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN,
 JH0669'53 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL BUILDING, 45.5 FEET
 JH0669'EAST OF THE WEST GATE POST AND 12 FEET SOUTH OF AN EAST-WEST
 JH0669'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JH0669'CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 JH0669'
 JH0669'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MAJOR NO 1 1964, IS SET
 JH0669'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 4 FEET NORTH
 JH0669'OF THE NORTHEAST CORNER OF THE BARN AND 1 FOOT WEST OF A
 JH0669'FENCE.
 JH0669'
 JH0669'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MAJOR NO 2 1964, IS SET
 JH0669'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 92 FEET WEST
 JH0669'OF THE NORTHWEST CORNER OF THE BARN AND 1.5 FEET NORTHEAST OF A
 JH0669'FENCE CORNER POST.
 JH0669'
 JH0669'NOTE--STATION HORSE IS VISIBLE FROM THE GROUND AND MAY BE USED AS AN
 JH0669'AZIMUTH MARK.
 JH0669'REFERENCE MARKS MEASURED WITH 7 KG. TAPE TENSION, AND 300 FOOT
 JH0669'TAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0643 ***********************************************************************
 JF0643  DESIGNATION -  MAN
 JF0643  PID         -  JF0643
 JF0643  STATE/COUNTY-  KS/DICKINSON
 JF0643  USGS QUAD   -  CHAPMAN (1979)
 JF0643
 JF0643                         *CURRENT SURVEY CONTROL
 JF0643  ___________________________________________________________________
 JF0643* NAD 83(1997)-  38 58 57.59450(N)    097 02 59.46738(W)     ADJUSTED  
 JF0643* NAVD 88     -       374.365  (meters)    1228.23   (feet)  ADJUSTED  
 JF0643  ___________________________________________________________________
 JF0643  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 JF0643  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 JF0643  DYNAMIC HT  -         374.105 (meters)    1227.38  (feet)  COMP
 JF0643  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 JF0643
 JF0643  HORZ ORDER  -  SECOND
 JF0643  VERT ORDER  -  SECOND    CLASS 0
 JF0643
 JF0643.The horizontal coordinates were established by classical geodetic methods
 JF0643.and adjusted by the National Geodetic Survey in October 1998..
 JF0643
 JF0643.The orthometric height was determined by differential leveling
 JF0643.and adjusted by the National Geodetic Survey in June 1991..
 JF0643
 JF0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0643
 JF0643.The geoid height was determined by GEOID03.
 JF0643
 JF0643.The dynamic height is computed by dividing the NAVD 88
 JF0643.geopotential number by the normal gravity value computed on the
 JF0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0643.degrees latitude (g = 980.6199 gals.).
 JF0643
 JF0643.The modeled gravity was interpolated from observed gravity values.
 JF0643
 JF0643;                    North         East     Units Scale Factor Converg.
 JF0643;SPC KS N     -    72,514.646   482,323.813   MT  0.99996773   +0 36 04.2
 JF0643;UTM  14      - 4,316,661.697   668,914.803   MT  0.99995134   +1 13 37.6
 JF0643
 JF0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0643!SPC KS N     -   0.99994585  x   0.99996773  =   0.99991358
 JF0643!UTM  14      -   0.99994585  x   0.99995134  =   0.99989719
 JF0643
 JF0643|---------------------------------------------------------------------|
 JF0643| PID    Reference Object                     Distance      Geod. Az  |
 JF0643|                                                           dddmmss.s |
 JF0643| JF0644 MAN RM 1                             22.144 METERS 05253     |
 JF0643| CL4832 MAN AZ MK                                          0611920.1 |
 JF0643| JF1489 CHAPMAN MUN STANDPIPE               APPROX. 2.1 KM 1113109.8 |
 JF0643| JF0642 MAN RM 2                             21.757 METERS 24426     |
 JF0643|---------------------------------------------------------------------|
 JF0643
 JF0643                          SUPERSEDED SURVEY CONTROL
 JF0643
 JF0643  NAD 83(1986)-  38 58 57.60172(N)    097 02 59.46723(W) AD(       ) 2
 JF0643  NAD 27      -  38 58 57.60806(N)    097 02 58.41770(W) AD(       ) 2
 JF0643  NGVD 29 (??/??/92)  374.254  (m)         1227.87   (f) ADJ UNCH    2 0
 JF0643
 JF0643.Superseded values are not recommended for survey control.
 JF0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0643.See file dsdata.txt to determine how the superseded data were derived.
 JF0643
 JF0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6891516662(NAD 83)
 JF0643_MARKER: DE = TRAVERSE STATION DISK
 JF0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0643_STAMPING: MAN 1970
 JF0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0643+STABILITY: SURFACE MOTION
 JF0643
 JF0643  HISTORY     - Date     Condition        Report By
 JF0643  HISTORY     - 1970     MONUMENTED       NGS
 JF0643  HISTORY     - 1970     GOOD             NGS
 JF0643
 JF0643                          STATION DESCRIPTION
 JF0643
 JF0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF0643'THE STATION IS LOCATED 1.7 MILES WEST AND 0.9 MILE NORTH
 JF0643'OF THE BUSINESS CENTER OF CHAPMAN, IN THE NORTHWEST 1/4
 JF0643'SECTION 25, T 12 S, R 3 E., AND ON THE NORTH RIGHT-OF-WAY
 JF0643'OF INTERSTATE HIGHWAY 70.
 JF0643'
 JF0643'TO REACH THE STATION FROM THE CHAPMAN EXIT ON I 70, GO WEST ON I 70
 JF0643'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST
 JF0643'ON I 70 TO A CUT BANK THE RIGHT AND THE STATION.
 JF0643'
 JF0643'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED MAN 1970.
 JF0643'THE SURFACE DISK IS SET IN THE TOP OF 12-INCH CYLINDRICAL
 JF0643'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 JF0643'IT IS 99 FEET NORTH OF THE CENTERLINE OF WEST BOUND LANES OF I 70,
 JF0643'8.5 FEET SOUTH OF A METAL WITNESS POST AND THE RIGHT-OF-WAY
 JF0643'FENCE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 JF0643'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 JF0643'
 JF0643'REFERENCE MARK 1, A STANDARD DISK STAMPED MAN NO 1 1970,
 JF0643'IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 JF0643'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 71.3 FEET
 JF0643'EAST OF THE WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 JF0643'
 JF0643'REFERENCE MARK 2, IS A STANDARD DISK STAMPED MAN NO 2 1970,
 JF0643'IS SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JF0643'FLUSH WITH THE GROUND SURFACE.  IT IS 72 FEET WEST OF THE
 JF0643'WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 JF0643'
 JF0643'THE AZIMUTH MARK, A STANDARD DISK STAMPED MAN 1970, IS CEMENTED
 JF0643'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE WEST CONCRETE
 JF0643'RAIL OF A OVERPASS OVER I 70.  IT IS 18 FEET WEST OF THE
 JF0643'APPROXIMATE CENTER OF THE OVERPASS, 10.5 FEET SOUTH OF THE
 JF0643'RIGHT-OF-WAY FENCE AND 4.5 FEET WEST OF A METAL GUARD RAIL.
 JF0643'
 JF0643'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 JF0643
 JF0643                          STATION RECOVERY (1970)
 JF0643
 JF0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0643'1.5 MI W FROM CHAPMAN.
 JF0643'ABOUT 1.5 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 JF0643'OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN, 0.4 MILE NORTHEAST
 JF0643'OF A HIGHWAY OVERPASS FOR A GRAVELED ROAD, ON THE TOP OF A
 JF0643'15-FOOT HIGH CUT ALONG THE NORTH SIDE OF THE HIGHWAY, 98 1/2
 JF0643'FEET NORTHWEST OF THE CENTER LINE OF THE NORTH LANES OF THE
 JF0643'HIGHWAY, 8.7 FEET SOUTHEAST OF A FENCE, 8.7 FEET SOUTHEAST OF A
 JF0643'METAL WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JF0643'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT.
 JF0643'SECTION 25, T 12 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0728 ***********************************************************************
 KH0728  DESIGNATION -  MAN
 KH0728  PID         -  KH0728
 KH0728  STATE/COUNTY-  KS/NORTON
 KH0728  USGS QUAD   -  CLAYTON NE (1978)
 KH0728
 KH0728                         *CURRENT SURVEY CONTROL
 KH0728  ___________________________________________________________________
 KH0728* NAD 83(1997)-  39 42 03.53268(N)    100 00 41.05430(W)     ADJUSTED  
 KH0728* NAVD 88     -       700.     (meters)    2297.     (feet)  SCALED    
 KH0728  ___________________________________________________________________
 KH0728  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 KH0728  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 KH0728
 KH0728  HORZ ORDER  -  FIRST
 KH0728
 KH0728.The horizontal coordinates were established by classical geodetic methods
 KH0728.and adjusted by the National Geodetic Survey in October 1998..
 KH0728
 KH0728.The orthometric height was scaled from a topographic map.
 KH0728
 KH0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0728
 KH0728.The geoid height was determined by GEOID03.
 KH0728
 KH0728;                    North         East     Units Scale Factor Converg.
 KH0728;SPC KS N     -   153,744.604   227,507.914   MT  0.99998768   -1 16 21.5
 KH0728;UTM  14      - 4,395,058.820   413,290.629   MT  0.99969256   -0 38 46.0
 KH0728
 KH0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0728!SPC KS N     -   0.99989404  x   0.99998768  =   0.99988172
 KH0728!UTM  14      -   0.99989404  x   0.99969256  =   0.99958663
 KH0728
 KH0728:                Primary Azimuth Mark                     Grid Az
 KH0728:SPC KS N     -  COUNTRY CHURCH SPIRE G                   031 51 35.7
 KH0728:UTM  14      -  COUNTRY CHURCH SPIRE G                   031 14 00.2
 KH0728
 KH0728|---------------------------------------------------------------------|
 KH0728| PID    Reference Object                     Distance      Geod. Az  |
 KH0728|                                                           dddmmss.s |
 KH0728| KG0819 COUNTRY CHURCH SPIRE G              APPROX. 3.2 KM 0303514.2 |
 KH0728| CN9936 MAN AZ MK                                          1083824.8 |
 KH0728| KH0729 LENORA MUNICIPAL TANK               APPROX.10.5 KM 1761836.9 |
 KH0728| CN9937 MAN RM 1                             23.286 METERS 21305     |
 KH0728| KH0723 NORCATUR ST MARKS EVAN LUTH CH      APPROX.21.4 KM 3145320.7 |
 KH0728| KH0722 NORCATUR MUNICIPAL TANK             APPROX.21.7 KM 3150543.3 |
 KH0728| CN9938 MAN RM 2                             22.223 METERS 32656     |
 KH0728|---------------------------------------------------------------------|
 KH0728
 KH0728                          SUPERSEDED SURVEY CONTROL
 KH0728
 KH0728  NAD 83(1997)-  39 42 03.53507(N)    100 00 41.05442(W) AD(       ) 1
 KH0728  NAD 83(1986)-  39 42 03.53776(N)    100 00 41.05691(W) AD(       ) 1
 KH0728  NAD 27      -  39 42 03.52100(N)    100 00 39.59700(W) AD(       ) 1
 KH0728
 KH0728.Superseded values are not recommended for survey control.
 KH0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0728.See file dsdata.txt to determine how the superseded data were derived.
 KH0728
 KH0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ1329195059(NAD 83)
 KH0728_MARKER: DS = TRIANGULATION STATION DISK
 KH0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KH0728
 KH0728  HISTORY     - Date     Condition        Report By
 KH0728  HISTORY     - 1934     MONUMENTED       CGS
 KH0728
 KH0728                          STATION DESCRIPTION
 KH0728
 KH0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0728'STATION IS LOCATED ON LAND OWNED BY MR. E.D. ROUNTREE IN THE
 KH0728'SOUTHEAST QUARTER OF SEC. 15, T. 4 S., R. 24 W., HIGHLAND
 KH0728'TOWNSHIP, ABOUT 6-1/4 MILES NORTH AND 1/2 MILE WEST OF LENORA,
 KH0728'ON A FLAT KNOLL 40 FEET EAST OF A NORTH-SOUTH FENCE, AND ABOUT
 KH0728'1/2 MILE SOUTHWEST OF THE ROUNTREE HOME.
 KH0728'
 KH0728'TO REACH STATION FROM POST OFFICE IN ORONOQUE, GO EAST ON
 KH0728'U.S. HIGHWAY 83 FOR 1.4 MILES, THENCE SOUTH ON NORTON COUNTY
 KH0728'HIGHWAY 537 FOR 6.5 MILES, THENCE RIGHT (WEST) AT CROSSROADS
 KH0728'FOR 0.5 MILE, THEN TURN RIGHT (NORTH) ON MID-SECTION-LINE ROAD
 KH0728'AND FOLLOW NORTH THROUGH FIELD 0.25 MILE TO TOP OF KNOLL AND
 KH0728'STATION ON RIGHT.
 KH0728'
 KH0728'REFERENCE MARK NO. 1 IS SET IN NORTH-SOUTH MID-SECTION-LINE
 KH0728'FENCE, 7 FEET EAST OF CENTERLINE OF DIRT MID-SECTION ROAD.
 KH0728'
 KH0728'REFERENCE MARK NO. 2 IS SET IN NORTH-SOUTH MID-SECTION-LINE
 KH0728'FENCE, 7 FEET EAST OF CENTERLINE OF DIRT MID-SECTION ROAD.
 KH0728'
 KH0728'AZIMUTH MARK IS SET IN AN EAST-WEST FENCE LINE, 31 FEET NORTH
 KH0728'OF CENTERLINE OF A DIRT ROAD (EAST-WEST) AND IS 0.8 MILE SOUTHEAST
 KH0728'OF STATION.  TO REACH FROM STATION, GO 0.25 MILE SOUTH THEN
 KH0728'TURN LEFT ON DIRT ROAD AND GO 0.75 MILE TO MARK ON LEFT.
 KH0728'
 KH0728'ALL MARKS PROJECT ABOUT 4 INCHES ABOVE THE GROUND.
 KH0728'
 KH0728'U.S.G.S. STATION WAKEMAN IS 11 FEET FROM NEW MARK MAN AND HAS
 KH0728'THE SAME DIRECTION FROM STATION AS REFERENCE MARK NO. 2.
 KH0728'
 KH0728'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0644 ***********************************************************************
 JF0644  DESIGNATION -  MAN RM 1
 JF0644  PID         -  JF0644
 JF0644  STATE/COUNTY-  KS/DICKINSON
 JF0644  USGS QUAD   -  CHAPMAN (1979)
 JF0644
 JF0644                         *CURRENT SURVEY CONTROL
 JF0644  ___________________________________________________________________
 JF0644* NAD 83(1986)-  38 58 57.     (N)    097 02 59.     (W)     SCALED    
 JF0644* NAVD 88     -       374.133  (meters)    1227.47   (feet)  ADJUSTED  
 JF0644  ___________________________________________________________________
 JF0644  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 JF0644  DYNAMIC HT  -         373.873 (meters)    1226.62  (feet)  COMP
 JF0644  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 JF0644
 JF0644  VERT ORDER  -  SECOND    CLASS 0
 JF0644
 JF0644.The horizontal coordinates were scaled from a topographic map and have
 JF0644.an estimated accuracy of +/- 6 seconds.
 JF0644
 JF0644.The orthometric height was determined by differential leveling
 JF0644.and adjusted by the National Geodetic Survey in June 1991..
 JF0644
 JF0644.The geoid height was determined by GEOID03.
 JF0644
 JF0644.The dynamic height is computed by dividing the NAVD 88
 JF0644.geopotential number by the normal gravity value computed on the
 JF0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0644.degrees latitude (g = 980.6199 gals.).
 JF0644
 JF0644.The modeled gravity was interpolated from observed gravity values.
 JF0644
 JF0644;                    North         East    Units  Estimated Accuracy
 JF0644;SPC KS N     -    72,500.      482,340.      MT  (+/- 180 meters Scaled)
 JF0644
 JF0644                          SUPERSEDED SURVEY CONTROL
 JF0644
 JF0644  NGVD 29 (??/??/92)  374.022  (m)         1227.10   (f) ADJ UNCH    2 0
 JF0644
 JF0644.Superseded values are not recommended for survey control.
 JF0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0644.See file dsdata.txt to determine how the superseded data were derived.
 JF0644
 JF0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ689166(NAD 83)
 JF0644_MARKER: DR = REFERENCE MARK DISK
 JF0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0644_STAMPING: MAN NO 1 1970
 JF0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0644+STABILITY: SURFACE MOTION
 JF0644
 JF0644  HISTORY     - Date     Condition        Report By
 JF0644  HISTORY     - 1970     MONUMENTED       NGS
 JF0644
 JF0644                          STATION DESCRIPTION
 JF0644
 JF0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0644'1.5 MI W FROM CHAPMAN.
 JF0644'ABOUT 1.5 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0644'HIGHWAY OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN, 0.4 MILE
 JF0644'NORTHEAST OF A HIGHWAY OVERPASS FOR A GRAVELED ROAD, ON THE
 JF0644'TOP OF A 15-FOOT HIGH CUT ALONG THE NORTH SIDE OF THE HIGHWAY,
 JF0644'106 FEET NORTHWEST OF THE CENTER LINE OF THE NORTH LANES OF THE
 JF0644'HIGHWAY, 73.00 FEET NORTHEAST OF THE STATION MARK, 1 FOOT EAST
 JF0644'OF A FENCE, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 JF0644'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 JF0644'SECTION 25, T 12 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0642 ***********************************************************************
 JF0642  DESIGNATION -  MAN RM 2
 JF0642  PID         -  JF0642
 JF0642  STATE/COUNTY-  KS/DICKINSON
 JF0642  USGS QUAD   -  CHAPMAN (1979)
 JF0642
 JF0642                         *CURRENT SURVEY CONTROL
 JF0642  ___________________________________________________________________
 JF0642* NAD 83(1986)-  38 58 57.     (N)    097 02 59.     (W)     SCALED    
 JF0642* NAVD 88     -       374.311  (meters)    1228.05   (feet)  ADJUSTED  
 JF0642  ___________________________________________________________________
 JF0642  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 JF0642  DYNAMIC HT  -         374.050 (meters)    1227.20  (feet)  COMP
 JF0642  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 JF0642
 JF0642  VERT ORDER  -  SECOND    CLASS 0
 JF0642
 JF0642.The horizontal coordinates were scaled from a topographic map and have
 JF0642.an estimated accuracy of +/- 6 seconds.
 JF0642
 JF0642.The orthometric height was determined by differential leveling
 JF0642.and adjusted by the National Geodetic Survey in June 1991..
 JF0642
 JF0642.The geoid height was determined by GEOID03.
 JF0642
 JF0642.The dynamic height is computed by dividing the NAVD 88
 JF0642.geopotential number by the normal gravity value computed on the
 JF0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0642.degrees latitude (g = 980.6199 gals.).
 JF0642
 JF0642.The modeled gravity was interpolated from observed gravity values.
 JF0642
 JF0642;                    North         East    Units  Estimated Accuracy
 JF0642;SPC KS N     -    72,500.      482,340.      MT  (+/- 180 meters Scaled)
 JF0642
 JF0642                          SUPERSEDED SURVEY CONTROL
 JF0642
 JF0642  NGVD 29 (??/??/92)  374.199  (m)         1227.68   (f) ADJ UNCH    2 0
 JF0642
 JF0642.Superseded values are not recommended for survey control.
 JF0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0642.See file dsdata.txt to determine how the superseded data were derived.
 JF0642
 JF0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ689166(NAD 83)
 JF0642_MARKER: DR = REFERENCE MARK DISK
 JF0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0642_STAMPING: MAN NO 2 1970
 JF0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0642+STABILITY: SURFACE MOTION
 JF0642
 JF0642  HISTORY     - Date     Condition        Report By
 JF0642  HISTORY     - 1970     MONUMENTED       NGS
 JF0642
 JF0642                          STATION DESCRIPTION
 JF0642
 JF0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0642'1.5 MI W FROM CHAPMAN.
 JF0642'ABOUT 1.5 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0642'HIGHWAY OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN, 0.4 MILE
 JF0642'NORTHEAST OF A HIGHWAY OVERPASS FOR A GRAVELED ROAD, ON THE TOP
 JF0642'OF A 15-FOOT HIGH CUT ALONG THE NORTH SIDE OF THE HIGHWAY, 106
 JF0642'FEET NORTHWEST OF THE CENTER LINE OF THE NORTH LANES OF THE
 JF0642'HIGHWAY, 1 FOOT SOUTHEAST OF A FENCE, 71.40 FEET SOUTHWEST OF
 JF0642'THE STATION MARK, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JF0642'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.
 JF0642'SECTION 25, T 12 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0855 ***********************************************************************
 KF0855  DESIGNATION -  MANCHESTER TANK
 KF0855  PID         -  KF0855
 KF0855  STATE/COUNTY-  KS/DICKINSON
 KF0855  USGS QUAD   -  MANCHESTER (1965)
 KF0855
 KF0855                         *CURRENT SURVEY CONTROL
 KF0855  ___________________________________________________________________
 KF0855* NAD 83(1997)-  39 05 45.16927(N)    097 19 12.37329(W)     ADJUSTED  
 KF0855* NAVD 88     -                                                        
 KF0855  ___________________________________________________________________
 KF0855  LAPLACE CORR-          -6.20  (seconds)                    DEFLEC99
 KF0855  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 KF0855
 KF0855  HORZ ORDER  -  THIRD
 KF0855
 KF0855.The horizontal coordinates were established by classical geodetic methods
 KF0855.and adjusted by the National Geodetic Survey in October 1998..
 KF0855
 KF0855
 KF0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0855
 KF0855.The geoid height was determined by GEOID03.
 KF0855
 KF0855;                    North         East     Units Scale Factor Converg.
 KF0855;SPC KS N     -    84,871.817   458,814.524   MT  0.99996048   +0 25 48.6
 KF0855;UTM  14      - 4,328,759.850   645,272.947   MT  0.99985986   +1 03 34.4
 KF0855
 KF0855                          SUPERSEDED SURVEY CONTROL
 KF0855
 KF0855  NAD 83(1986)-  39 05 45.17744(N)    097 19 12.37293(W) AD(       ) 4
 KF0855  NAD 27      -  39 05 45.18500(N)    097 19 11.28900(W) AD(       ) 3
 KF0855
 KF0855.Superseded values are not recommended for survey control.
 KF0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0855.See file dsdata.txt to determine how the superseded data were derived.
 KF0855
 KF0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ4527328760(NAD 83)
 KF0855_MARKER: 53 = ELEVATED TANK
 KF0855
 KF0855  HISTORY     - Date     Condition        Report By
 KF0855  HISTORY     - 1935     FIRST OBSERVED   CGS
 KF0855  HISTORY     - 1950     GOOD             CGS
 KF0855
 KF0855                          STATION DESCRIPTION
 KF0855
 KF0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0855'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER TANK, STEEL,
 KF0855'125 FEET HIGH, LOCATED ON HILL IN NORTHEAST CORNER OF TOWN
 KF0855'OF MANCHESTER.
 KF0855'
 KF0855'OBSERVED UPON FROM STATIONS VINE CREEK, XAVIER, WILMER 2,
 KF0855'OAK, AND FREY.
 KF0855
 KF0855                          STATION RECOVERY (1950)
 KF0855
 KF0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0855'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF MANCHESTER,
 KF0855'110.0 FEET EAST-NORTHEAST OF THE CENTER OF A T INTERSECTION, AND
 KF0855'85.0 FEET NORTH OF THE NORTHEAST CORNER OF A CHURCH AND 45.0
 KF0855'FEET NORTH OF THE CENTER OF AN EAST-WEST STREET.
 KF0855'
 KF0855'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER.
 KF0855'IT HAS A CONICAL ROOF WITH A BALL AT THE APEX.  IT HAS AN
 KF0855'OVER-ALL HEIGHT OF 120.0 FEET AND THE POINT OBSERVED UPON WAS THE
 KF0855'BALL AT THE APEX OF THE ROOF.
 KF0855'
 KF0855'PROBABLY SAME AS STATION LOCATED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0990 ***********************************************************************
 KF0990  DESIGNATION -  MANEVAL RESET
 KF0990  PID         -  KF0990
 KF0990  STATE/COUNTY-  KS/MARSHALL
 KF0990  USGS QUAD   -  FRANKFORT (1969)
 KF0990
 KF0990                         *CURRENT SURVEY CONTROL
 KF0990  ___________________________________________________________________
 KF0990* NAD 83(1997)-  39 43 01.62472(N)    096 25 01.84389(W)     ADJUSTED  
 KF0990* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 KF0990  ___________________________________________________________________
 KF0990  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 KF0990  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 KF0990
 KF0990  HORZ ORDER  -  THIRD
 KF0990
 KF0990.The horizontal coordinates were established by classical geodetic methods
 KF0990.and adjusted by the National Geodetic Survey in October 1998..
 KF0990
 KF0990.The orthometric height was scaled from a topographic map.
 KF0990
 KF0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0990
 KF0990.The geoid height was determined by GEOID03.
 KF0990
 KF0990;                    North         East     Units Scale Factor Converg.
 KF0990;SPC KS N     -   154,806.539   535,711.019   MT  0.99998993   +1 00 05.3
 KF0990;UTM  14      - 4,399,550.627   721,389.805   MT  1.00020347   +1 39 03.9
 KF0990
 KF0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0990!SPC KS N     -   0.99994604  x   0.99998993  =   0.99993597
 KF0990!UTM  14      -   0.99994604  x   1.00020347  =   1.00014950
 KF0990
 KF0990|---------------------------------------------------------------------|
 KF0990| PID    Reference Object                     Distance      Geod. Az  |
 KF0990|                                                           dddmmss.s |
 KF0990| CL7384 MANEVAL RM 3                         33.702 METERS 08529     |
 KF0990| CL7382 MANEVAL RM 1                         25.820 METERS 17246     |
 KF0990| KF0988 FRANKFORT ANNUNCIATION CHURCH       APPROX. 1.3 KM 1725013.3 |
 KF0990| CL7381 MANEVAL AZ MK                                      1760721.7 |
 KF0990| KF0989 FRANKFORT MUNICIPAL TANK            APPROX. 0.8 KM 1842641.2 |
 KF0990| CL7383 MANEVAL RM 2                         27.508 METERS 27226     |
 KF0990|---------------------------------------------------------------------|
 KF0990
 KF0990                          SUPERSEDED SURVEY CONTROL
 KF0990
 KF0990  NAD 83(1997)-  39 43 01.62677(N)    096 25 01.84351(W) AD(       ) 3
 KF0990  NAD 83(1986)-  39 43 01.63061(N)    096 25 01.84078(W) AD(       ) 3
 KF0990  NAD 27      -  39 43 01.62700(N)    096 25 00.81800(W) AD(       ) 3
 KF0990
 KF0990.Superseded values are not recommended for survey control.
 KF0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0990.See file dsdata.txt to determine how the superseded data were derived.
 KF0990
 KF0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ2139099551(NAD 83)
 KF0990_MARKER: DS = TRIANGULATION STATION DISK
 KF0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0990
 KF0990  HISTORY     - Date     Condition        Report By
 KF0990  HISTORY     - 1947     MONUMENTED       CGS
 KF0990  HISTORY     - 1965     GOOD             CGS
 KF0990
 KF0990                          STATION DESCRIPTION
 KF0990
 KF0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0990'THE STATION IS LOCATED ON THE EAST EDGE OF THE WALDON MANEVAL
 KF0990'AIRPORT, ABOUT 0.4 MILE NORTH OF THE NORTH EDGE OF FRANKFORT CITY
 KF0990'LIMITS, IT IS 150 FEET EAST OF THE SOUTHEAST CORNER OF THE HANGER,
 KF0990'62 FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 99, 11.5 FEET
 KF0990'WEST OF A NORTH-SOUTH FENCE, AND 10.5 FEET WEST OF A 4 X 4 INCH
 KF0990'WITNESS POST.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED
 KF0990'MANEVAL 1947.
 KF0990'
 KF0990'REFERENCE MARK NO. 1 IS 53 FEET NORTH OF THE CENTER OF THE
 KF0990'ENTRANCE GATE TO THE AIRPORT, 51 FEET WEST OF THE CENTER OF STATE
 KF0990'HIGHWAY NO. 99 AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.  IT
 KF0990'PROJECTS 9 INCHES AND IS STAMPED MANEVAL NO 1 1947.
 KF0990'
 KF0990'REFERENCE MARK NO. 2 IS 65 FEET EAST OF THE SOUTHEAST CORNER OF
 KF0990'THE HANGER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  IT PROJECTS
 KF0990'9 INCHES AND IS STAMPED MANEVAL NO 2 1947.
 KF0990'
 KF0990'AZIMUTH MARK IS IN THE NORTHWEST CORNER OF A LAWN, 48 FEET EAST OF
 KF0990'THE CENTER OF STATE HIGHWAY NO. 99, 7 FEET SOUTH OF THE CENTER OF
 KF0990'A WIRE GATE, 4 FEET NORTHEAST OF A LONE APPLE TREE, AND 2 FEET
 KF0990'WEST OF A 4 X 4 INCH WITNESS POST.  IT PROJECTS 5 INCHES AND IS
 KF0990'STAMPED MANEVAL 1947.
 KF0990'
 KF0990'TO REACH THE STATION FROM THE NORTH EDGE OF THE CITY LIMITS OF
 KF0990'FRANKFORT, GO NORTH ON STATE HIGHWAY NO. 99 FOR 0.45 MILE TO THE
 KF0990'WALDON MANEVAL AIRPORT ON THE LEFT AND THE STATION AS DESCRIBED.
 KF0990'
 KF0990'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON STATE
 KF0990'HIGHWAY NO. 99 FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 KF0990'DESCRIBED.
 KF0990'
 KF0990'A 74 FOOT SIGNAL AT OIKEL IS VISIBLE AT 37 FEET.
 KF0990'
 KF0990'A 4 FOOT SIGNAL AT FRANKFORT IS VISIBLE AT 50 FEET.
 KF0990'
 KF0990'A 74 FOOT SIGNAL AT WINIFRED IS VISIBLE AT 37 FEET.
 KF0990'
 KF0990'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0990
 KF0990                          STATION RECOVERY (1965)
 KF0990
 KF0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0990'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF0990'RECOVERED AND ALL MARKS APPEARED TO BE IN GOOD CONDITION.  DUE
 KF0990'TO THE AIRPORT BEING ABANDONED AND ALL BUILDINGS REMOVED AND THE
 KF0990'AREA NOW BEING A FIELD IT WAS NECESSARY TO LOWER THE STATION MARK
 KF0990'AND DESTROY REFERENCE MARK NO. 2 AND ESTABLISH A NEW REFERENCE
 KF0990'MARK.
 KF0990'
 KF0990'THE STATION MARK IS 502 FEET SOUTH OF THE PROPERTY LINE CORNER
 KF0990'FENCE POST, 196 FEET NORTH OF A POWER LINE POLE, 62 FEET WEST OF
 KF0990'THE CENTER LINE OF HIGHWAY 99, 12 FEET WEST OF THE FENCE LINE AND
 KF0990'A METAL WITNESS POST.  A STANDARD DISK, STAMPED, MANEVAL 1947, IN
 KF0990'THE TOP OF A MASS OF CONCRETE 14-INCHES BELOW SURFACE OF GROUND.
 KF0990'
 KF0990'REFERENCE MARK NO. 1 IS 112 FEET NORTH OF A POWER LINE POLE AND 52
 KF0990'FEET WEST OF THE CENTER LINE OF HIGHWAY 99.  A STANDARD DISK,
 KF0990'STAMPED MANEVAL NO 1 1947, IN TOP OF A CONCRETE MONUMENT
 KF0990'PROJECTING 8-INCHES ABOVE THE GROUND.
 KF0990'
 KF0990'REFERENCE MARK NO. 3 IS 101 FEET NORTH OF THE NORTH POST OF A METAL
 KF0990'GATE, 48 FEET EAST OF THE CENTER LINE OF HIGHWAY 99, 3 FEET
 KF0990'SOUTHWEST OF A POWER LINE POLE AND 2 FEET WEST OF A FENCE LINE.
 KF0990'A STANDARD DISK, STAMPED, MANEVAL NO 3 1947 IN THE TOP OF A
 KF0990'CONCRETE MONUMENT PROJECTING 2-INCHES ABOVE GROUND.
 KF0990'
 KF0990'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS CORRECT.
 KF0990'
 KF0990'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1061 ***********************************************************************
 KF1061  DESIGNATION -  MANHATTAN
 KF1061  PID         -  KF1061
 KF1061  STATE/COUNTY-  KS/RILEY
 KF1061  USGS QUAD   -  MANHATTAN (1991)
 KF1061
 KF1061                         *CURRENT SURVEY CONTROL
 KF1061  ___________________________________________________________________
 KF1061* NAD 83(1997)-  39 11 34.35442(N)    096 33 46.11204(W)     ADJUSTED  
 KF1061* NAVD 88     -       363.     (meters)    1191.     (feet)  VERTCON   
 KF1061  ___________________________________________________________________
 KF1061  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 KF1061  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 KF1061
 KF1061  HORZ ORDER  -  SECOND
 KF1061
 KF1061.The horizontal coordinates were established by classical geodetic methods
 KF1061.and adjusted by the National Geodetic Survey in October 1998..
 KF1061
 KF1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1061
 KF1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1061
 KF1061.The geoid height was determined by GEOID03.
 KF1061
 KF1061;                    North         East     Units Scale Factor Converg.
 KF1061;SPC KS N     -    96,404.089   524,149.476   MT  0.99995736   +0 54 33.6
 KF1061;UTM  14      - 4,341,010.467   710,479.406   MT  1.00014551   +1 32 26.5
 KF1061
 KF1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1061!SPC KS N     -   0.99994774  x   0.99995736  =   0.99990510
 KF1061!UTM  14      -   0.99994774  x   1.00014551  =   1.00009324
 KF1061
 KF1061:                Primary Azimuth Mark                     Grid Az
 KF1061:SPC KS N     -  MANHATTAN AZ MK                          002 04 47.7
 KF1061:UTM  14      -  MANHATTAN AZ MK                          001 26 54.8
 KF1061
 KF1061|---------------------------------------------------------------------|
 KF1061| PID    Reference Object                     Distance      Geod. Az  |
 KF1061|                                                           dddmmss.s |
 KF1061| CL7385 MANHATTAN AZ MK                                    0025921.3 |
 KF1061| CL7386 MANHATTAN RM 1                       14.950 METERS 17310     |
 KF1061| KF1069 MANHATTAN 2 RM 3                     50.944 METERS 27322     |
 KF1061| CL7387 MANHATTAN RM 2                       32.870 METERS 28403     |
 KF1061| KF1062 MANHATTAN SW BELL MICRO TOWER       APPROX. 1.2 KM 3031224.6 |
 KF1061|---------------------------------------------------------------------|
 KF1061
 KF1061                          SUPERSEDED SURVEY CONTROL
 KF1061
 KF1061  NAD 83(1986)-  39 11 34.36057(N)    096 33 46.10929(W) AD(       ) 2
 KF1061  NAD 27      -  39 11 34.37970(N)    096 33 45.09370(W) AD(       ) 2
 KF1061  NGVD 29 (07/19/86)  363.     (m)         1191.     (f) VERT ANG       
 KF1061
 KF1061.Superseded values are not recommended for survey control.
 KF1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1061.See file dsdata.txt to determine how the superseded data were derived.
 KF1061
 KF1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1047941010(NAD 83)
 KF1061_MARKER: DS = TRIANGULATION STATION DISK
 KF1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1061
 KF1061  HISTORY     - Date     Condition        Report By
 KF1061  HISTORY     - 1947     MONUMENTED       CGS
 KF1061  HISTORY     - 1964     GOOD             CGS
 KF1061  HISTORY     - 1967     GOOD             CGS
 KF1061
 KF1061                          STATION DESCRIPTION
 KF1061
 KF1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1061'THE STATION IS LOCATED ON THE HIGH HILL IN THE NORTHEAST EDGE
 KF1061'OF THE CITY OF MANHATTAN, NEAR THE RESERVOIR.  IT IS 35 FEET
 KF1061'NORTH OF THE NORTHEAST CORNER OF THE RESERVOIR.  IT IS STAMPED
 KF1061'MANHATTAN 1947 AND PROJECTS 3 INCHES.
 KF1061'
 KF1061'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 20 FEET EAST OF
 KF1061'THE SOUTHEAST CORNER OF THE RESERVOIR.  IT IS STAMPED MANHATTAN
 KF1061'NO 1 1947 AND PROJECTS 2 INCHES.
 KF1061'
 KF1061'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, SET IN
 KF1061'THE SOUTHEAST END OF THE PARKING AREA.  IT IS STAMPED MANHATTAN
 KF1061'NO 2 1947 AND PROJECTS 2 INCHES.
 KF1061'
 KF1061'THE AZIMUTH MARK IS ABOUT 0.45 MILE NORTH OF THE STATION,
 KF1061'60 FEET EAST OF THE CENTER OF STATE ROUTE 13 AND 100 FEET
 KF1061'NORTH OF THE WEST END OF AN OVER-PASS.  IT IS STAMPED MANHATTAN
 KF1061'1947 AND PROJECTS 3 INCHES.
 KF1061'
 KF1061'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND
 KF1061'STATE ROUTE 13 IN MANHATTAN, GO NORTH ON STATE ROUTE 13 FOR
 KF1061'0.9 MILE TO THE CITY WATER WORKS BUILDING ON THE LEFT, CONTINUE
 KF1061'NORTH ON ROUTE 13 FOR 0.2 MILE TO A T-ROAD AND A SMALL HOUSE
 KF1061'ON THE LEFT, (THE AZIMUTH MARK IS 0.25 MILE NORTH OF THIS
 KF1061'POINT ALONG ROUTE 13) TURN LEFT UP HILL FOR 0.1 MILE TO A
 KF1061'FORK, BEAR LEFT UP HILL FOR 0.1 MILE TO THE TOP AND STATION
 KF1061'AS DESCRIBED.
 KF1061'
 KF1061'A 74 FOOT SIGNAL AT STATION ERRICSSEN 1889 IS VISIBLE AT 15 FEET.
 KF1061'
 KF1061'A 4 FOOT SIGNAL AT STATION KANSAS STATE IS V.G.
 KF1061'
 KF1061'A 74 FOOT SIGNAL AT STATION HEREFORD IS V.G.
 KF1061'
 KF1061'A 47 FOOT SIGNAL AT STATION ROESENER IS V.G.
 KF1061'
 KF1061'A 4 FOOT SIGNAL AT STATION MANKAN IS V.G.
 KF1061'
 KF1061'A 47 FOOT SIGNAL AT STATION ST GEORGE IS V.G.
 KF1061'
 KF1061'A 74 FOOT SIGNAL AT STATION POTTAWA IS V.G.
 KF1061'
 KF1061'A 4 FOOT SIGNAL AT STATION SCHULTZ IS V.G.
 KF1061'
 KF1061'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KF1061
 KF1061                          STATION RECOVERY (1964)
 KF1061
 KF1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KF1061'THIS STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS
 KF1061'DESCRIBED IN 1947 AND FOUND IN GOOD CONDITION, BUT THE AZIMUTH
 KF1061'MARK WAS NOT RECOVERED AND SHOULD BE LISTED AS DESTROYED
 KF1061'BECAUSE ANOTHER LANE HAS BEEN BUILT ALONG STATE HIGHWAY 13
 KF1061'AND THIS CONSTRUCTION PROBABLY DESTROYED THE AZIMUTH MARK.
 KF1061'A FEW ADDITIONAL NOTES FOR THE STATION MARK FOLLOW.
 KF1061'
 KF1061'THE STATION IS 65 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 KF1061'CONCRETE COVER FOR THE WATER RESERVOIR, 11.6 FEET WEST-NORTHWEST
 KF1061'OF THE NORTHEAST CORNER OF SMALL CONCRETE BLOCK BUILDING,
 KF1061'AND 3.8 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE SAME
 KF1061'SMALL CONCRETE BLOCK BUILDING.  THE MARK PROJECTS 4 INCHES AND
 KF1061'THE DISK IS STAMPED MANHATTAN 1947.
 KF1061
 KF1061                          STATION RECOVERY (1967)
 KF1061
 KF1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CEO)
 KF1061'STATION MARK, RM 1, AND RM 2 WERE RECOVERED AND FOUND IN GOOD
 KF1061'CONDITION.  RM 1 IS NOT VISIBLE FROM STATION, A CONCRETE
 KF1061'BLOCK BUILDING IS ON LINE.  AZIMUTH MARK HAS BEEN DESTROYED
 KF1061'BY ROAD CONSTRUCTION.  NO. SUITABLE PLACE TO SET A NEW AZIMUTH
 KF1061'MARK.
 KF1061'
 KF1061'MANHATTAN 2 WAS ESTABLISHED AND RM 3 WAS SET AND USED FOR
 KF1061'THE NEW AND OLD STATION.
 KF1061'
 KF1061'FOLLOWING IS A NEW DESCRIPTION-
 KF1061'
 KF1061'TO REACH FROM JUNCTION OF U.S. HIGHWAY 24, AND STATE HIGHWAYS
 KF1061'177, 18, AND 13 AT THE EAST EDGE OF MANHATTAN, GO NORTH
 KF1061'ON STATE HIGHWAY 177 FOR 1.15 MILE TO EHLER ROAD IN THE LEFT.
 KF1061'TURN LEFT AND GO SOUTHWEST ON EHLER ROAD FOR 0.1 MILE TO
 KF1061'BLUEMONT DRIVE ON LEFT.  TURN LEFT AND GO SOUTH ON BLUEMONT
 KF1061'DRIVE FOR 0.1 MILE TO A CONCRETE BLOCK BUILDING AND STATION
 KF1061'ON THE LEFT.
 KF1061'
 KF1061'STATION MARK IS 11.5 FT. WEST-NORTHWEST OF NORTHEAST CORNER OF
 KF1061'THE BUILDING, 7.5 FEET SOUTH-SOUTHEAST OF A POWER POLE,
 KF1061'3.8 FEET NORTH-NORTHEAST OF NORTHWEST CORNER OF BUILDING.
 KF1061'
 KF1061'REFERENCE MARK NO. 1 IS 37.5 FEET SOUTH OF SOUTHEAST CORNER
 KF1061'OF THE BUILDING.
 KF1061'
 KF1061'REFERENCE MARK NO. 2 IS 108 FEET WEST-NORTHWEST OF NORTHWEST
 KF1061'CORNER OF THE BUILDING AND 64 FEET WEST OF ROAD.
 KF1061'
 KF1061'RM 3, A STANDARD DISK STAMPED MANHATTAN 2 NO. 3 1967, IS
 KF1061'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KF1061'THE SURFACE OF THE GROUND.  IT IS 56 FEET NORTH OF NW CORNER
 KF1061'OF A CONCRETE FOUNDATION AND 28 FEET SOUTH OF ROCK CURBING
 KF1061'AT NORTH EDGE OF OLD ROAD.
 KF1061'
 KF1061'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1
 KF1061'MILE NORTH OF MANHATTAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1070 ***********************************************************************
 KF1070  DESIGNATION -  MANHATTAN 2
 KF1070  PID         -  KF1070
 KF1070  STATE/COUNTY-  KS/RILEY
 KF1070  USGS QUAD   -  MANHATTAN (1991)
 KF1070
 KF1070                         *CURRENT SURVEY CONTROL
 KF1070  ___________________________________________________________________
 KF1070* NAD 83(1997)-  39 11 32.14875(N)    096 33 51.24219(W)     ADJUSTED  
 KF1070* NAVD 88     -       361.     (meters)    1184.     (feet)  VERTCON   
 KF1070  ___________________________________________________________________
 KF1070  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 KF1070  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 KF1070
 KF1070  HORZ ORDER  -  SECOND
 KF1070
 KF1070.The horizontal coordinates were established by classical geodetic methods
 KF1070.and adjusted by the National Geodetic Survey in October 1998..
 KF1070
 KF1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1070
 KF1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1070
 KF1070.The geoid height was determined by GEOID03.
 KF1070
 KF1070;                    North         East     Units Scale Factor Converg.
 KF1070;SPC KS N     -    96,334.128   524,027.464   MT  0.99995737   +0 54 30.3
 KF1070;UTM  14      - 4,340,939.152   710,358.150   MT  1.00014488   +1 32 23.2
 KF1070
 KF1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1070!SPC KS N     -   0.99994805  x   0.99995737  =   0.99990542
 KF1070!UTM  14      -   0.99994805  x   1.00014488  =   1.00009292
 KF1070
 KF1070|---------------------------------------------------------------------|
 KF1070| PID    Reference Object                     Distance      Geod. Az  |
 KF1070|                                                           dddmmss.s |
 KF1070| KF1069 MANHATTAN 2 RM 3                    101.304 METERS 04530     |
 KF1070| CL7388 MANHATTAN 2 RM 4                     24.309 METERS 10254     |
 KF1070| KF1073 MANHATTAN MUNICIPAL STANDPIPE       APPROX. 2.4 KM 2393542.5 |
 KF1070| KF1059 MANHATTAN MUNICIPAL TANK            APPROX. 3.1 KM 2400039.1 |
 KF1070| KF1071 MANHATTAN ST UNIV N RADIO MAST      APPROX. 1.6 KM 2475400.0 |
 KF1070| KF1062 MANHATTAN SW BELL MICRO TOWER       APPROX. 1.2 KM 3092351.6 |
 KF1070|---------------------------------------------------------------------|
 KF1070
 KF1070                          SUPERSEDED SURVEY CONTROL
 KF1070
 KF1070  NAD 83(1986)-  39 11 32.15472(N)    096 33 51.23989(W) AD(       ) 2
 KF1070  NAD 27      -  39 11 32.17405(N)    096 33 50.22371(W) AD(       ) 2
 KF1070  NGVD 29 (07/19/86)  361.     (m)         1184.     (f) VERT ANG       
 KF1070
 KF1070.Superseded values are not recommended for survey control.
 KF1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1070.See file dsdata.txt to determine how the superseded data were derived.
 KF1070
 KF1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1035840939(NAD 83)
 KF1070_MARKER: DS = TRIANGULATION STATION DISK
 KF1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1070
 KF1070  HISTORY     - Date     Condition        Report By
 KF1070  HISTORY     - 1967     MONUMENTED       CGS
 KF1070  HISTORY     - 1968     GOOD             CGS
 KF1070
 KF1070                          STATION DESCRIPTION
 KF1070
 KF1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 KF1070'LOCATED ABOUT 1 MILE NORTH OF THE BUSINESS DISTRICT IN MANHATTAN,
 KF1070'ON A HIGH HILL AT THE NORTHEAST EDGE OF TOWN, NEAR THE CITY
 KF1070'RESERVOIR, AT THE SOUTH SIDE OF A PARKING AREA, AND ABOUT 150
 KF1070'FEET WEST-SOUTHWEST OF CITY WATER TOWER.
 KF1070'
 KF1070'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KF1070'STATE HIGHWAY 177, 18 AND 13 AT THE EAST SIDE OF MANHATTAN, GO
 KF1070'NORTH ON STATE 177 FOR 1.15 MILES TO EHLER ROAD ON LEFT.  TURN
 KF1070'LEFT AND GO SOUTHWEST ON EHLER ROAD FOR 0.2 MILE TO SKYLINE DRIVE.
 KF1070'TURN LEFT AND GO SOUTH FOR 0.1 MILE TO TOP OF HILL AND STATION.
 KF1070'
 KF1070'STATION MARKS ARE STANDARD DISKS STAMPED MANHATTAN 2 1967.  THE
 KF1070'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH
 KF1070'THE SURFACE OF THE GROUND.  IT IS 118 FEET WEST-SOUTHWEST OF
 KF1070'THE SOUTHWEST CORNER OF A CYCLONE FENCE AROUND WATER TOWER, 7.5
 KF1070'FEET SOUTH OF NORTH EDGE OF CURB AT SOUTH SIDE OF PARKING AREA
 KF1070'AND 7 FEET WEST-NORTHWEST OF A METAL WITNESS POST.  THE
 KF1070'UNDERGROUND DISK WAS SET IN AN IRREGULAR MASS OF CONCRETE 36
 KF1070'INCHES BELOW THE SURFACE OF THE GROUND.
 KF1070'
 KF1070'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MANHATTAN 2 NO.
 KF1070'3 1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 KF1070'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 56 FEET NORTH OF THE
 KF1070'NORTHWEST CORNER OF A CONCRETE FOUNDATION, 28 FEET SOUTH OF
 KF1070'ROCK CURBING AT NORTH EDGE OF AN OLD ROAD BED.
 KF1070'
 KF1070'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MANHATTAN 2 NO.
 KF1070'4 1967, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 KF1070'WITH SURFACE OF THE GROUND.  IT IS 44 FEET SOUTHWEST OF THE
 KF1070'SOUTHWEST CORNER OF THE CYCLONE FENCE AROUND THE WATER TOWER AND
 KF1070'12.5 FEET SOUTH OF THE NORTH EDGE OF CURB AT SOUTH SIDE OF THE
 KF1070'PARKING AREA.
 KF1070
 KF1070                          STATION RECOVERY (1968)
 KF1070
 KF1070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KF1070'THE STATION MARK, REFERENCE MARK NO. 3, AND REFERENCE MARK NO. 4
 KF1070'WERE RECOVERED AS DESCRIBED IN THE 1967 DESCRIPTION AND FOUND IN
 KF1070'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KF1070'
 KF1070'THE STATION WAS OCCUPIED AND A TRAVERSE CONNECTION WAS MADE TO THE
 KF1070'MANHATTAN, MUNICIPAL WATER TOWER.
 KF1070'
 KF1070'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 KF1070'NORTHEAST OF MANHATTAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1069 ***********************************************************************
 KF1069  DESIGNATION -  MANHATTAN 2 RM 3
 KF1069  PID         -  KF1069
 KF1069  STATE/COUNTY-  KS/RILEY
 KF1069  USGS QUAD   -  MANHATTAN (1991)
 KF1069
 KF1069                         *CURRENT SURVEY CONTROL
 KF1069  ___________________________________________________________________
 KF1069* NAD 83(1997)-  39 11 34.45125(N)    096 33 48.23130(W)     ADJUSTED  
 KF1069* NAVD 88     -       363.     (meters)    1191.     (feet)  VERTCON   
 KF1069  ___________________________________________________________________
 KF1069  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 KF1069  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 KF1069
 KF1069  HORZ ORDER  -  SECOND
 KF1069
 KF1069.The horizontal coordinates were established by classical geodetic methods
 KF1069.and adjusted by the National Geodetic Survey in October 1998..
 KF1069
 KF1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1069
 KF1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1069
 KF1069.The geoid height was determined by GEOID03.
 KF1069
 KF1069;                    North         East     Units Scale Factor Converg.
 KF1069;SPC KS N     -    96,406.268   524,098.580   MT  0.99995736   +0 54 32.3
 KF1069;UTM  14      - 4,341,012.085   710,428.480   MT  1.00014525   +1 32 25.2
 KF1069
 KF1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1069!SPC KS N     -   0.99994774  x   0.99995736  =   0.99990510
 KF1069!UTM  14      -   0.99994774  x   1.00014525  =   1.00009298
 KF1069
 KF1069                          SUPERSEDED SURVEY CONTROL
 KF1069
 KF1069  NAD 83(1986)-  39 11 34.45740(N)    096 33 48.22876(W) AD(       ) 2
 KF1069  NAD 27      -  39 11 34.47656(N)    096 33 47.21290(W) AD(       ) 2
 KF1069  NGVD 29 (07/19/86)  363.     (m)         1191.     (f) VERT ANG       
 KF1069
 KF1069.Superseded values are not recommended for survey control.
 KF1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1069.See file dsdata.txt to determine how the superseded data were derived.
 KF1069
 KF1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1042841012(NAD 83)
 KF1069_MARKER: DS = TRIANGULATION STATION DISK
 KF1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1069_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF1069+STABILITY: SURFACE MOTION
 KF1069
 KF1069  HISTORY     - Date     Condition        Report By
 KF1069  HISTORY     - 1967     MONUMENTED       CGS
 KF1069
 KF1069                          STATION DESCRIPTION
 KF1069
 KF1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 KF1069'LOCATED ABOUT 1 MILE NORTH OF THE BUSINESS DISTRICT IN MANHATTAN,
 KF1069'ON A HIGH HILL AT THE NORTHEAST EDGE OF TOWN, NEAR THE CITY
 KF1069'RESERVIOR, NORTHEAST OF THE WATER TOWER, 56 FEET NORTH OF THE
 KF1069'NORTHWEST CORNER OF A CONCRETE FOUNDATION, 28 FEET SOUTH OF ROCK
 KF1069'CURBING AT NORTH EDGE OF AN OLD ROAD BED, AND SET IN THE TOP
 KF1069'OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 KF1069'GROUND.  IT IS A STANDARD DISK STAMPED MANHATTAN 2 NO. 3 1967.
 KF1069'
 KF1069'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MANHATTAN
 KF1069'2 1967, DISTANCE BEING 332.36 FEET, 101.304 METERS NORTHEAST OF
 KF1069'STATION MANHATTAN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1078 ***********************************************************************
 KF1078  DESIGNATION -  MANHATTAN CABLE TV TWR
 KF1078  PID         -  KF1078
 KF1078  STATE/COUNTY-  KS/RILEY
 KF1078  USGS QUAD   -  MANHATTAN (1991)
 KF1078
 KF1078                         *CURRENT SURVEY CONTROL
 KF1078  ___________________________________________________________________
 KF1078* NAD 83(1997)-  39 14 12.26600(N)    096 35 26.15418(W)     ADJUSTED  
 KF1078* NAVD 88     -                                                        
 KF1078  ___________________________________________________________________
 KF1078  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 KF1078  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 KF1078
 KF1078  HORZ ORDER  -  THIRD
 KF1078
 KF1078.The horizontal coordinates were established by classical geodetic methods
 KF1078.and adjusted by the National Geodetic Survey in October 1998..
 KF1078
 KF1078
 KF1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1078
 KF1078.The geoid height was determined by GEOID03.
 KF1078
 KF1078;                    North         East     Units Scale Factor Converg.
 KF1078;SPC KS N     -   101,235.360   521,673.334   MT  0.99995688   +0 53 30.3
 KF1078;UTM  14      - 4,345,815.000   707,949.657   MT  1.00013247   +1 31 28.4
 KF1078
 KF1078                          SUPERSEDED SURVEY CONTROL
 KF1078
 KF1078  NAD 83(1986)-  39 14 12.27192(N)    096 35 26.15142(W) AD(       ) 4
 KF1078  NAD 27      -  39 14 12.29349(N)    096 35 25.12921(W) AD(       ) 3
 KF1078
 KF1078.Superseded values are not recommended for survey control.
 KF1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1078.See file dsdata.txt to determine how the superseded data were derived.
 KF1078
 KF1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0795045815(NAD 83)
 KF1078_MARKER: 43 = RADIO/TV TOWER
 KF1078
 KF1078  HISTORY     - Date     Condition        Report By
 KF1078  HISTORY     - 1970     FIRST OBSERVED   KSU
 KF1078  HISTORY     - 20050204 GOOD             GEOCAC
 KF1078
 KF1078                          STATION DESCRIPTION
 KF1078
 KF1078'DESCRIBED BY KANSAS STATE UNIVERSITY 1970 (AMA)
 KF1078'THE TOP LIGHT OF THE MANHATTAN CABLE TV TOWER.  THE TOWER IS
 KF1078'LOCATED 3.8 MILES NORTH OF MANHATTAN ON HIGHWAY K-177.  IT IS
 KF1078'LOCATED ON THE WEST SIDE OF THE HIGHWAY AND PART WAY UP THE
 KF1078'HILL.  THE TOWER IS 224 FEET TALL.
 KF1078
 KF1078                          STATION RECOVERY (2005)
 KF1078
 KF1078'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1057 ***********************************************************************
 KF1057  DESIGNATION -  MANHATTAN KANS AGRI COLL STACK
 KF1057  PID         -  KF1057
 KF1057  STATE/COUNTY-  KS/RILEY
 KF1057  USGS QUAD   -  MANHATTAN (1991)
 KF1057
 KF1057                         *CURRENT SURVEY CONTROL
 KF1057  ___________________________________________________________________
 KF1057* NAD 83(1997)-  39 11 26.41247(N)    096 34 59.20370(W)     ADJUSTED  
 KF1057* NAVD 88     -                                                        
 KF1057  ___________________________________________________________________
 KF1057  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 KF1057  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 KF1057
 KF1057  HORZ ORDER  -  THIRD
 KF1057
 KF1057.The horizontal coordinates were established by classical geodetic methods
 KF1057.and adjusted by the National Geodetic Survey in October 1998..
 KF1057
 KF1057
 KF1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1057
 KF1057.The geoid height was determined by GEOID03.
 KF1057
 KF1057;                    North         East     Units Scale Factor Converg.
 KF1057;SPC KS N     -    96,131.572   522,399.588   MT  0.99995740   +0 53 47.3
 KF1057;UTM  14      - 4,340,718.631   708,732.307   MT  1.00013649   +1 31 40.0
 KF1057
 KF1057                          SUPERSEDED SURVEY CONTROL
 KF1057
 KF1057  NAD 83(1986)-  39 11 26.41859(N)    096 34 59.20084(W) AD(       ) 4
 KF1057  NAD 27      -  39 11 26.43500(N)    096 34 58.18500(W) AD(       ) 3
 KF1057
 KF1057.Superseded values are not recommended for survey control.
 KF1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1057.See file dsdata.txt to determine how the superseded data were derived.
 KF1057
 KF1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0873240719(NAD 83)
 KF1057_MARKER: 63 = STACK
 KF1057
 KF1057  HISTORY     - Date     Condition        Report By
 KF1057  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1057  HISTORY     - 1974     GOOD             NGS
 KF1057
 KF1057                          STATION DESCRIPTION
 KF1057
 KF1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1057'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE COLLEGE
 KF1057'GROUNDS ON THE WEST SIDE OF THE POWER PLANT BLDG. AND ABOUT
 KF1057'70 FEET EAST OF A NORTH-SOUTH PAVED COLLEGE STREET.  IT IS
 KF1057'A WHITE, REINFORCED CONCRETE STACK ABOUT 225 FEET HIGH.
 KF1057'
 KF1057'THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 KF1057
 KF1057                          STATION RECOVERY (1974)
 KF1057
 KF1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JN)
 KF1057'STATION WAS RECOVERED AS DESCRIBED IN QUAD 390963.
 KF1057'
 KF1057'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN MANHATTAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1038 ***********************************************************************
 KF1038  DESIGNATION -  MANHATTAN M W PIPE MICROWAVE
 KF1038  PID         -  KF1038
 KF1038  STATE/COUNTY-  KS/WABAUNSEE
 KF1038  USGS QUAD   -  WAMEGO SW (1978)
 KF1038
 KF1038                         *CURRENT SURVEY CONTROL
 KF1038  ___________________________________________________________________
 KF1038* NAD 83(1997)-  39 01 44.03861(N)    096 29 27.80780(W)     ADJUSTED  
 KF1038* NAVD 88     -                                                        
 KF1038  ___________________________________________________________________
 KF1038  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 KF1038  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 KF1038
 KF1038  HORZ ORDER  -  THIRD
 KF1038
 KF1038.The horizontal coordinates were established by classical geodetic methods
 KF1038.and adjusted by the National Geodetic Survey in October 1998..
 KF1038
 KF1038
 KF1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1038
 KF1038.The geoid height was determined by GEOID03.
 KF1038
 KF1038;                    North         East     Units Scale Factor Converg.
 KF1038;SPC KS N     -    78,303.877   530,650.343   MT  0.99996430   +0 57 17.0
 KF1038;UTM  14      - 4,322,979.007   717,179.821   MT  1.00018082   +1 34 49.9
 KF1038
 KF1038                          SUPERSEDED SURVEY CONTROL
 KF1038
 KF1038  NAD 83(1986)-  39 01 44.04543(N)    096 29 27.80486(W) AD(       ) 4
 KF1038  NAD 27      -  39 01 44.05294(N)    096 29 26.79856(W) AD(       ) 3
 KF1038
 KF1038.Superseded values are not recommended for survey control.
 KF1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1038.See file dsdata.txt to determine how the superseded data were derived.
 KF1038
 KF1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1718022979(NAD 83)
 KF1038_MARKER: 44 = MICROWAVE MAST
 KF1038
 KF1038  HISTORY     - Date     Condition        Report By
 KF1038  HISTORY     - 1957     FIRST OBSERVED   CGS
 KF1038  HISTORY     - 1970     GOOD             NGS
 KF1038
 KF1038                          STATION DESCRIPTION
 KF1038
 KF1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 KF1038'THE STATION IS THE CENTER OF THE TOP OF THE MICHIGAN-WISCONSIN
 KF1038'PIPE LINE COMPANY MICRO-WAVE RELAY STATION KAH 70, MAST.  IT
 KF1038'IS LOCATED ABOUT 16 MILES SOUTH OF MANHATTAN, 11 MILES WEST OF
 KF1038'ALMA AND 11 MILES NORTH OF ALTA VISTA, ON THE HIGH POINT OF A
 KF1038'PROMINENT HILL, IN A PASTURE.  IT IS AN ALL STEEL STRUCTURE
 KF1038'190 FEET HIGH, PAINTED IN ALTERNATE SECTIONS OF RED AND ALUMINUM
 KF1038'WITH A TRANSMITTING AND RECEIVING FAN SHAPED REFLECTOR ON THE
 KF1038'WEST AND NORTHEAST SIDES OF THE TOP OF THE STRUCTURE.
 KF1038'
 KF1038'TO REACH THE STATION FROM THE POST OFFICE IN ALTA VISTA, GO
 KF1038'NORTH ON STATE HIGHWAY 10 AND 13 FOR 0.9 MILE TO WHERE HIGHWAY
 KF1038'10 TURNS RIGHT AND HIGHWAY 13 TURNS LEFT.  TURN LEFT AND GO
 KF1038'WEST ON HIGHWAY 13 FOR 1.5 MILES TO A T-ROAD INTERSECTION.  TURN
 KF1038'RIGHT AND GO NORTH ON HIGHWAY 13 FOR 9.8 MILES TO A CROSSROAD.
 KF1038'TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 2.45 MILES TO A
 KF1038'CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 1.0
 KF1038'MILE TO THE TOP OF THE GRADE AND STATION ON THE RIGHT, EAST
 KF1038'SIDE OF ROAD AS DESCRIBED.
 KF1038
 KF1038                          STATION RECOVERY (1970)
 KF1038
 KF1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1038'THE MICHIGAN-WISCONSIN PIPELINE COMPANY MAST KAH 70 IS LOCATED
 KF1038'ABOUT 11 MILES NORTH OF ALTA VISTA, 10-1/2 MILES WEST OF ALMA,
 KF1038'11-1/2 MILES SOUTH-SOUTHEAST OF MANHATTAN IN THE NORTHEAST
 KF1038'1/4 SECTION 11, T. 12 S., R. 8E., ON A HIGH, PROMINENT HILL IN
 KF1038'OPEN PASTURE ABOUT 100 FEET OF A NORTH-SOUTH GRADED ROAD.  IT IS
 KF1038'A STEEL STRUCTURE, 190 FEET HIGH, OF LATTICE-WORK CONSTRUCTION,
 KF1038'WITH TWO SMALL RED LIGHTS ON TOP.  THE MAST OWNED BY THE
 KF1038'MICHIGAN-WISCONSIN PIPELINE COMPANY AND IS UNDER THE
 KF1038'JURISDICTION OF THEIR HAVENSVILLE, KANSAS OFFICE.  THE TOP
 KF1038'CENTER OF THE MAST WAS THE POINT INTERSECTED.
 KF1038'
 KF1038'THIS STATION WAS CARRIED ON THE ADJUSTED FIELD DATA AS FOLLOWS-
 KF1038'MICH WIS PIPELINE CO M W STA KAH 70 TWR.
 KF1038'
 KF1038'THE TO REACH FOR THIS STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1063 ***********************************************************************
 KF1063  DESIGNATION -  MANHATTAN MUN WATER TOWER
 KF1063  PID         -  KF1063
 KF1063  STATE/COUNTY-  KS/RILEY
 KF1063  USGS QUAD   -  MANHATTAN (1991)
 KF1063
 KF1063                         *CURRENT SURVEY CONTROL
 KF1063  ___________________________________________________________________
 KF1063* NAD 83(1997)-  39 11 32.43789(N)    096 33 49.29698(W)     ADJUSTED  
 KF1063* NAVD 88     -                                                        
 KF1063  ___________________________________________________________________
 KF1063  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 KF1063  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 KF1063
 KF1063  HORZ ORDER  -  THIRD
 KF1063
 KF1063.The horizontal coordinates were established by classical geodetic methods
 KF1063.and adjusted by the National Geodetic Survey in October 1998..
 KF1063
 KF1063
 KF1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1063
 KF1063.The geoid height was determined by GEOID03.
 KF1063
 KF1063;                    North         East     Units Scale Factor Converg.
 KF1063;SPC KS N     -    96,343.784   524,073.995   MT  0.99995737   +0 54 31.6
 KF1063;UTM  14      - 4,340,949.321   710,404.581   MT  1.00014512   +1 32 24.5
 KF1063
 KF1063                          SUPERSEDED SURVEY CONTROL
 KF1063
 KF1063  NAD 83(1986)-  39 11 32.44378(N)    096 33 49.29407(W) AD(       ) 4
 KF1063  NAD 27      -  39 11 32.46321(N)    096 33 48.27761(W) AD(       ) 3
 KF1063
 KF1063.Superseded values are not recommended for survey control.
 KF1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1063.See file dsdata.txt to determine how the superseded data were derived.
 KF1063
 KF1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1040540949(NAD 83)
 KF1063_MARKER: 54 = WATER TOWER
 KF1063
 KF1063  HISTORY     - Date     Condition        Report By
 KF1063  HISTORY     - 1967     FIRST OBSERVED   CGS
 KF1063
 KF1063                          STATION DESCRIPTION
 KF1063
 KF1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 KF1063'LOCATED ABOUT 3/4 MILE NORTH OF COURTHOUSE AT MANHATTAN, 0.1
 KF1063'MILE WEST OF STATE HIGHWAY 177, AT SOUTH END OF SKYLINE DRIVE,
 KF1063'A LARGE SILVER WATER TOWER ABOUT 75 FEET HIGH.
 KF1063'
 KF1063'TOP CENTER OF WATER TOWER WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1059 ***********************************************************************
 KF1059  DESIGNATION -  MANHATTAN MUNICIPAL TANK
 KF1059  PID         -  KF1059
 KF1059  STATE/COUNTY-  KS/RILEY
 KF1059  USGS QUAD   -  MANHATTAN (1991)
 KF1059
 KF1059                         *CURRENT SURVEY CONTROL
 KF1059  ___________________________________________________________________
 KF1059* NAD 83(1997)-  39 10 41.95593(N)    096 35 42.95529(W)     ADJUSTED  
 KF1059* NAVD 88     -                                                        
 KF1059  ___________________________________________________________________
 KF1059  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 KF1059  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 KF1059
 KF1059  HORZ ORDER  -  THIRD
 KF1059
 KF1059.The horizontal coordinates were established by classical geodetic methods
 KF1059.and adjusted by the National Geodetic Survey in October 1998..
 KF1059
 KF1059
 KF1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1059
 KF1059.The geoid height was determined by GEOID03.
 KF1059
 KF1059;                    North         East     Units Scale Factor Converg.
 KF1059;SPC KS N     -    94,744.461   521,371.068   MT  0.99995765   +0 53 19.7
 KF1059;UTM  14      - 4,339,320.028   707,718.948   MT  1.00013130   +1 31 10.9
 KF1059
 KF1059                          SUPERSEDED SURVEY CONTROL
 KF1059
 KF1059  NAD 83(1986)-  39 10 41.96212(N)    096 35 42.95254(W) AD(       ) 4
 KF1059  NAD 27      -  39 10 41.98018(N)    096 35 41.93122(W) AD(       ) 3
 KF1059
 KF1059.Superseded values are not recommended for survey control.
 KF1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1059.See file dsdata.txt to determine how the superseded data were derived.
 KF1059
 KF1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0771939320(NAD 83)
 KF1059_MARKER: 53 = ELEVATED TANK
 KF1059
 KF1059  HISTORY     - Date     Condition        Report By
 KF1059  HISTORY     - 1964     FIRST OBSERVED   CGS
 KF1059  HISTORY     - 1967     GOOD             CGS
 KF1059  HISTORY     - 1970     GOOD             NGS
 KF1059  HISTORY     - 1974     GOOD             NGS
 KF1059  HISTORY     - 1980     GOOD             NGS
 KF1059
 KF1059                          STATION DESCRIPTION
 KF1059
 KF1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 KF1059'LOCATED IN SOUTHWEST PART OF MANHATTAN, AT THE NORTH SIDE OF
 KF1059'THE SUNSET ZOO, 1/4 MILE WEST OF THE NEW HIGH SCHOOL, AN
 KF1059'8-LEGGED STEEL STRUCTURE WHICH SUPPORTS A LARGE OVAL SHAPED
 KF1059'TANK, PAINTED WHITE WITH MANHATTAN PAINTED ON THE EAST AND
 KF1059'WEST SIDE OF TANK, ABOUT 150 FEET HIGH.
 KF1059'
 KF1059'TOP CENTER OF TANK WAS INTERSECTED.
 KF1059'
 KF1059'NOTE- INTERSECTION STATION WAS NOT DESCRIBED IN 1964, AND
 KF1059'WAS A NO CHECK POSITION.
 KF1059
 KF1059                          STATION RECOVERY (1970)
 KF1059
 KF1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1059'THE MANHATTAN MUNICIPAL TANK IS A HEMISPHERICAL SHAPED STEEL WATER
 KF1059'TANK WHICH IS SUPPORTED BY EIGHT STEEL LEGS, PAINTED WHITE AND HAS
 KF1059'THE LETTERING MANHATTAN PAINTED IN BLACK ON THE EAST SIDE AND IS
 KF1059'ABOUT 136 FEET HIGH.  IT IS LOCATED ON HIGH GROUND IN THE WESTERN
 KF1059'SECTION OF MANHATTAN AND JUST NORTH OF THE SUNSET ZOO.  THE POINT
 KF1059'INTERSECTED WAS THE APEX OF THE TANK.
 KF1059'
 KF1059'THIS STATION WAS CARRIED ON ADJUSTED FIELD DATA AS MANHATTAN
 KF1059'MUNICIPAL WATER TANK 1964.
 KF1059
 KF1059                          STATION RECOVERY (1974)
 KF1059
 KF1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JN)
 KF1059'STATION WAS RECOVERED AS DESCRIBED.
 KF1059'
 KF1059'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MANHATTAN.
 KF1059
 KF1059                          STATION RECOVERY (1980)
 KF1059
 KF1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 KF1059'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 KF1059'DESCRIBED BY C. E. OTTMERS IN 1967.
 KF1059'
 KF1059'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MANHATTAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1060 ***********************************************************************
 KF1060  DESIGNATION -  MANHATTAN ROCKY FORD POWER STK
 KF1060  PID         -  KF1060
 KF1060  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1060  USGS QUAD   -  MANHATTAN (1991)
 KF1060
 KF1060                         *CURRENT SURVEY CONTROL
 KF1060  ___________________________________________________________________
 KF1060* NAD 83(1997)-  39 14 21.08712(N)    096 35 10.49741(W)     ADJUSTED  
 KF1060* NAVD 88     -                                                        
 KF1060  ___________________________________________________________________
 KF1060  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 KF1060  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 KF1060
 KF1060  HORZ ORDER  -  THIRD
 KF1060
 KF1060.The horizontal coordinates were established by classical geodetic methods
 KF1060.and adjusted by the National Geodetic Survey in October 1998..
 KF1060
 KF1060
 KF1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1060
 KF1060.The geoid height was determined by GEOID03.
 KF1060
 KF1060;                    North         East     Units Scale Factor Converg.
 KF1060;SPC KS N     -   101,513.201   522,044.514   MT  0.99995687   +0 53 40.2
 KF1060;UTM  14      - 4,346,096.974   708,317.810   MT  1.00013436   +1 31 38.6
 KF1060
 KF1060                          SUPERSEDED SURVEY CONTROL
 KF1060
 KF1060  NAD 83(1986)-  39 14 21.09318(N)    096 35 10.49446(W) AD(       ) 4
 KF1060  NAD 27      -  39 14 21.11400(N)    096 35 09.47500(W) AD(       ) 3
 KF1060
 KF1060.Superseded values are not recommended for survey control.
 KF1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1060.See file dsdata.txt to determine how the superseded data were derived.
 KF1060
 KF1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0831846097(NAD 83)
 KF1060_MARKER: 63 = STACK
 KF1060
 KF1060  HISTORY     - Date     Condition        Report By
 KF1060  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1060
 KF1060                          STATION DESCRIPTION
 KF1060
 KF1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1060'LOCATED 5.5 MILES NORTH OF MANHATTAN AT THE EAST EDGE OF THE
 KF1060'BIG BLUE RIVER.  THE PLANT IS OWNED BY THE KANSAS POWER AND LIGHT
 KF1060'CO.
 KF1060'
 KF1060'IT IS A CYLINDRICAL STEEL STRUCTURE PAINTED ALUMINUM AND IS 225 FEET
 KF1060'HIGH WITH A DIAMETER OF 12 FEET.
 KF1060'
 KF1060'THE POINT INTERSECTED WAS THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1071 ***********************************************************************
 KF1071  DESIGNATION -  MANHATTAN ST UNIV N RADIO MAST
 KF1071  PID         -  KF1071
 KF1071  STATE/COUNTY-  KS/RILEY
 KF1071  USGS QUAD   -  MANHATTAN (1991)
 KF1071
 KF1071                         *CURRENT SURVEY CONTROL
 KF1071  ___________________________________________________________________
 KF1071* NAD 83(1997)-  39 11 12.76755(N)    096 34 52.55994(W)     ADJUSTED  
 KF1071* NAVD 88     -                                                        
 KF1071  ___________________________________________________________________
 KF1071  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 KF1071  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 KF1071
 KF1071  HORZ ORDER  -  THIRD
 KF1071
 KF1071.The horizontal coordinates were established by classical geodetic methods
 KF1071.and adjusted by the National Geodetic Survey in October 1998..
 KF1071
 KF1071
 KF1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1071
 KF1071.The geoid height was determined by GEOID03.
 KF1071
 KF1071;                    North         East     Units Scale Factor Converg.
 KF1071;SPC KS N     -    95,713.347   522,565.592   MT  0.99995747   +0 53 51.6
 KF1071;UTM  14      - 4,340,302.185   708,902.939   MT  1.00013737   +1 31 43.8
 KF1071
 KF1071                          SUPERSEDED SURVEY CONTROL
 KF1071
 KF1071  NAD 83(1986)-  39 11 12.77359(N)    096 34 52.55729(W) AD(       ) 4
 KF1071  NAD 27      -  39 11 12.79295(N)    096 34 51.53861(W) AD(       ) 3
 KF1071
 KF1071.Superseded values are not recommended for survey control.
 KF1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1071.See file dsdata.txt to determine how the superseded data were derived.
 KF1071
 KF1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0890340302(NAD 83)
 KF1071_MARKER: 42 = RADIO/TV MAST
 KF1071
 KF1071  HISTORY     - Date     Condition        Report By
 KF1071  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1071  HISTORY     - 1967     GOOD             CGS
 KF1071
 KF1071                          STATION DESCRIPTION
 KF1071
 KF1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1071'LOCATED NEAR THE CENTER OF THE CAMPUS OF KANSAS STATE COLLEGE,
 KF1071'ABOUT 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF NICHOLS
 KF1071'GYMNASIUM.
 KF1071'
 KF1071'THERE ARE TWO MASTS ABOUT 200 FEET APART, SITUATED IN A
 KF1071'NORTH-SOUTH POSITION.  THE MAST OBSERVED UPON WAS THE MOST
 KF1071'NORTHERLY ONE OF THE TWO.
 KF1071'
 KF1071'IT IS A 4-LEGGED STEEL STRUCTURE AND THE HEIGHT IS 140 FEET.
 KF1071'
 KF1071'THE POINT INTERSECTED WAS THE APEX.
 KF1071
 KF1071                          STATION RECOVERY (1967)
 KF1071
 KF1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CEO)
 KF1071'RECOVERED AS DESCRIBED IN 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1062 ***********************************************************************
 KF1062  DESIGNATION -  MANHATTAN SW BELL MICRO TOWER
 KF1062  PID         -  KF1062
 KF1062  STATE/COUNTY-  KS/RILEY
 KF1062  USGS QUAD   -  MANHATTAN (1991)
 KF1062
 KF1062                         *CURRENT SURVEY CONTROL
 KF1062  ___________________________________________________________________
 KF1062* NAD 83(1997)-  39 11 55.87294(N)    096 34 28.36712(W)     ADJUSTED  
 KF1062* NAVD 88     -                                                        
 KF1062  ___________________________________________________________________
 KF1062  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 KF1062  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 KF1062
 KF1062  HORZ ORDER  -  THIRD
 KF1062
 KF1062.The horizontal coordinates were established by classical geodetic methods
 KF1062.and adjusted by the National Geodetic Survey in October 1998..
 KF1062
 KF1062
 KF1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1062
 KF1062.The geoid height was determined by GEOID03.
 KF1062
 KF1062;                    North         East     Units Scale Factor Converg.
 KF1062;SPC KS N     -    97,051.555   523,125.187   MT  0.99995726   +0 54 06.9
 KF1062;UTM  14      - 4,341,646.723   709,447.853   MT  1.00014018   +1 32 00.5
 KF1062
 KF1062                          SUPERSEDED SURVEY CONTROL
 KF1062
 KF1062  NAD 83(1986)-  39 11 55.87889(N)    096 34 28.36440(W) AD(       ) 4
 KF1062  NAD 27      -  39 11 55.89874(N)    096 34 27.34641(W) AD(       ) 3
 KF1062
 KF1062.Superseded values are not recommended for survey control.
 KF1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1062.See file dsdata.txt to determine how the superseded data were derived.
 KF1062
 KF1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0944841647(NAD 83)
 KF1062_MARKER: 45 = MICROWAVE TOWER
 KF1062
 KF1062  HISTORY     - Date     Condition        Report By
 KF1062  HISTORY     - 1967     FIRST OBSERVED   CGS
 KF1062  HISTORY     - 1970     GOOD             CGS
 KF1062  HISTORY     - 1970     GOOD             NGS
 KF1062  HISTORY     - 20010808 MARK NOT FOUND   INDIV
 KF1062
 KF1062                          STATION DESCRIPTION
 KF1062
 KF1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 KF1062'LOCATED ON A HIGH RIDGE ABOUT 1 MILE NORTH-NORTHWEST OF CENTER
 KF1062'OF MANHATTAN, ABOUT 3/4 MILE NORTHEAST OF CENTER OF KANSAS STATE
 KF1062'UNIVERSITY CAMPUS, A 4-LEGGED STEEL STRUCTURE PAINTED RED AND
 KF1062'WHITE WITH 4 LARGE REFLECTERS AT TOP OF TOWER, THE TOWER AND
 KF1062'LIGHT HAVE AN OVERALL HEIGHT OF 218 FEET.
 KF1062'
 KF1062'RED LIGHT ATOP TOWER WAS INTERSECTED.
 KF1062
 KF1062                          STATION RECOVERY (1970)
 KF1062
 KF1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (CAA)
 KF1062'THE MANHATTAN JUNCTION MICROWAVE KAD 28 IS A FOUR-LEGGED STEEL
 KF1062'STRUCTURE WITH FOUR REFLECTOR SCREENS MOUNTED ON TOP AND AN ANTENNA
 KF1062'POLE PROJECTING FROM THE TOP OF THE TOWER, WHICH HAS AN OVERALL
 KF1062'HEIGHT OF 250 FEET.  IT IS LOCATED ON HIGH GROUND IN THE NORTHERN
 KF1062'SECTION OF MANHATTAN A SHORT DISTANCE EAST OF NORTH MANHATTAN AVENUE.
 KF1062'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP OF THE ANTENNA POLE.
 KF1062
 KF1062                          STATION RECOVERY (1970)
 KF1062
 KF1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (AMA)
 KF1062'THE TOP LIGHT OF THE BELL TELEPHONE MICROWAVE TOWER WHICH IS
 KF1062'LOCATED EAST OF NORTH MANHATTAN AVE BETWEEN CENTENNIAL DRIVE AND
 KF1062'KEEN ST IN THE CITY OF MANHATTAN.  THE TOWER IS APPROX. 270 FEET
 KF1062'HIGH.
 KF1062
 KF1062                          STATION RECOVERY (2001)
 KF1062
 KF1062'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 KF1062'TOWER WAS DECOMMISSIONED BY SOUTHWESTERN BELL AND SOLD TO THE AMERICAN
 KF1062'INSTITUTE OF BAKING. THE NEW OWNER HAD IT DEMOLISHED ON 28 JAN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1167 ***********************************************************************
 HF1167  DESIGNATION -  MANKA
 HF1167  PID         -  HF1167
 HF1167  STATE/COUNTY-  KS/BUTLER
 HF1167  USGS QUAD   -  ROSALIA NW (1961)
 HF1167
 HF1167                         *CURRENT SURVEY CONTROL
 HF1167  ___________________________________________________________________
 HF1167* NAD 83(1997)-  37 55 36.06540(N)    096 41 39.99506(W)     ADJUSTED  
 HF1167* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 HF1167  ___________________________________________________________________
 HF1167  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 HF1167  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HF1167
 HF1167  HORZ ORDER  -  FIRST
 HF1167
 HF1167.The horizontal coordinates were established by classical geodetic methods
 HF1167.and adjusted by the National Geodetic Survey in October 1998..
 HF1167
 HF1167.The orthometric height was scaled from a topographic map.
 HF1167
 HF1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1167
 HF1167.The geoid height was determined by GEOID03.
 HF1167
 HF1167;                    North         East     Units Scale Factor Converg.
 HF1167;SPC KS S     -   541,379.794   558,724.169   MT  0.99993593   +1 06 34.4
 HF1167;UTM  14      - 4,200,187.307   702,636.592   MT  1.00010576   +1 25 03.4
 HF1167
 HF1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1167!SPC KS S     -   0.99993605  x   0.99993593  =   0.99987199
 HF1167!UTM  14      -   0.99993605  x   1.00010576  =   1.00004180
 HF1167
 HF1167:                Primary Azimuth Mark                     Grid Az
 HF1167:SPC KS S     -  MANKA AZ MK                              002 11 21.2
 HF1167:UTM  14      -  MANKA AZ MK                              001 52 52.2
 HF1167
 HF1167|---------------------------------------------------------------------|
 HF1167| PID    Reference Object                     Distance      Geod. Az  |
 HF1167|                                                           dddmmss.s |
 HF1167| CL4833 MANKA AZ MK                                        0031755.6 |
 HF1167| HF1168 AIKMAN ATSF RR STANDPIPE            APPROX. 7.0 KM 0082312.1 |
 HF1167| HF1165 PHILLIPS PETROLEM CO TANK           APPROX. 8.3 KM 0503547.6 |
 HF1167| CL4834 MANKA RM 1                           60.871 METERS 13145     |
 HF1167| CL4835 MANKA RM 2                           48.632 METERS 27232     |
 HF1167|---------------------------------------------------------------------|
 HF1167
 HF1167                          SUPERSEDED SURVEY CONTROL
 HF1167
 HF1167  NAD 83(1997)-  37 55 36.07500(N)    096 41 39.98568(W) AD(       ) 1
 HF1167  NAD 83(1986)-  37 55 36.07852(N)    096 41 39.99058(W) AD(       ) 1
 HF1167  NAD 27      -  37 55 36.01484(N)    096 41 38.91118(W) AD(       ) 1
 HF1167
 HF1167.Superseded values are not recommended for survey control.
 HF1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1167.See file dsdata.txt to determine how the superseded data were derived.
 HF1167
 HF1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH0263700187(NAD 83)
 HF1167_MARKER: DS = TRIANGULATION STATION DISK
 HF1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1167_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1167
 HF1167  HISTORY     - Date     Condition        Report By
 HF1167  HISTORY     - 1935     MONUMENTED       CGS
 HF1167  HISTORY     - 1975     GOOD             NGS
 HF1167  HISTORY     - 1975     GOOD             NGS
 HF1167
 HF1167                          STATION DESCRIPTION
 HF1167
 HF1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1167'STATION IS IN THE NORTHEAST QUARTER OF SECTION 19, T. 24
 HF1167'S., R. 7 E., ABOUT 8-1/2 MILES SOUTHWEST OF CASSODAY AND
 HF1167'ABOUT 4 MILES EAST OF CHELSEA.
 HF1167'
 HF1167'TO REACH FROM THE RAILROAD STATION IN CASSODAY, GO SOUTHWEST
 HF1167'ON STATE HIGHWAY 13 FOR 5.75 MILES, TURN LEFT (EAST) ACROSS
 HF1167'RAILROAD, GO 0.3 MILE, TURN RIGHT (SOUTH), GO 3.0 MILES, TURN
 HF1167'RIGHT (WEST) INTO YARD OF ABANDONED HOUSE, BARN, AND WINDMILL.
 HF1167'STATION IS 165 FEET NORTH OF WINDMILL, 150 FEET WEST OF
 HF1167'CENTER LINE OF ROAD, 130 FEET WEST OF FENCE, 7 FEET SOUTH
 HF1167'OF FENCE, AND IS FLUSH WITH GROUND.
 HF1167'
 HF1167'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 1 FOOT WEST
 HF1167'OF FENCE, 85 FEET EAST OF HOUSE, 117 FEET SOUTH OF FENCE,
 HF1167'AND PROJECTS 8 INCHES.
 HF1167'
 HF1167'REFERENCE MARK NO. 2 IS WEST OF STATION, 1 FOOT SOUTH OF FENCE,
 HF1167'60 FEET NORTH OF BARN, AND PROJECTS 8 INCHES.
 HF1167'
 HF1167'AZIMUTH MARK IS NORTH OF STATION.  TO REACH, GO NORTH ALONG
 HF1167'ROAD FOR 0.7 MILE.  MARK IS 20 FEET EAST OF CENTER LINE OF
 HF1167'ROAD, 1 FOOT WEST OF FENCE, AND PROJECTS 4 INCHES.
 HF1167'
 HF1167'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 HF1167'AS DESCRIBED.
 HF1167'
 HF1167'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 HF1167
 HF1167                          STATION RECOVERY (1975)
 HF1167
 HF1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (MSB)
 HF1167'STATION, RM 1 AND RM 2 WERE RECOVERED AS DESCRIBED AND IN GOOD
 HF1167'CONDITION.  AZIMUTH MARKERS WAS NOT SEARCHED FOR.
 HF1167
 HF1167                          STATION RECOVERY (1975)
 HF1167
 HF1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HF1167'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HF1167'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ALL THE OLD FARM
 HF1167'BUILDINGS HAVE BEEN REMOVED FROM THE AREA AND THE STATION AND
 HF1167'REFERENCE MARKS ARE NOW IN PASTURE LAND.  A NEW DESCRIPTION
 HF1167'FOLLOWS--
 HF1167'
 HF1167'THE STATION IS LOCATED ABOUT 8.5 MILES SOUTHWEST OF CASSODAY AND
 HF1167'ABOUT 4.0 MILES EAST OF CHELSEA, IN PASTURE LAND IN THE NORTHEAST
 HF1167'QUARTER OF SECTION 19, T 24 S, R 7 E.
 HF1167'
 HF1167'TO REACH THE STATION FROM THE RAILROAD STATION IN CASSODAY, GO
 HF1167'SOUTHWESTERLY ON STATE HIGHWAY 177 FOR 5.8 MILES TO A SIDE ROAD ON
 HF1167'THE LEFT.  TURN LEFT ACROSS THE RAILROAD TRACK AND GO EAST FOR 0.3
 HF1167'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A
 HF1167'GRAVELED ROAD FOR 2.35 MILES TO THE AZIMUTH MARK ON THE LEFT.
 HF1167'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.7 MILE TO A GATE ON
 HF1167'THE LEFT, A GATE AND THE STATION ON THE RIGHT.
 HF1167'
 HF1167'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED MANKA 1935, SET
 HF1167'IN THE TOP OF A 16 INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HF1167'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 171 FEET WEST OF
 HF1167'THE CENTER OF THE GRAVELED ROAD, 150 FEET WEST-SOUTHWEST OF A CORNER
 HF1167'FENCE POST AND 8 FEET SOUTH OF A METAL WITNESS POST IN AN
 HF1167'EAST-WEST FENCELINE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 HF1167'
 HF1167'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MANKA NO 1 1935, SET
 HF1167'IN THE TOP OF A 14 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 HF1167'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET WEST OF THE
 HF1167'CENTER OF THE GRAVELED ROAD, 1 FOOT NORTHWEST OF A METAL WITNESS
 HF1167'POST AND 6 INCHES WEST OF A NORTH-SOUTH FENCELINE.
 HF1167'
 HF1167'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MANKA NO 2 1935, SET IN
 HF1167'THE TOP OF A 14 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 HF1167'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 1 FOOT SOUTH OF THE
 HF1167'EAST-WEST FENCELINE.
 HF1167'
 HF1167'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MANKA 1935, SET IN THE
 HF1167'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 HF1167'ABOVE THE GROUND SURFACE.  IT IS 115 FEET NORTH OF THE NORTH END GATE
 HF1167'POST, 21 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 2 FEET
 HF1167'WEST OF A NORTH-SOUTH FENCELINE AND 1.7 FEET WEST OF A METAL
 HF1167'WITNESS POST.
 HF1167'
 HF1167'THE DISTANCES AND DIRECTION WERE NOT CHECKED THIS DATE.
 HF1167'
 HF1167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES SOUTHWEST
 HF1167'OF CASSODAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1064 ***********************************************************************
 KF1064  DESIGNATION -  MANKAN
 KF1064  PID         -  KF1064
 KF1064  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1064  USGS QUAD   -  MANHATTAN (1991)
 KF1064
 KF1064                         *CURRENT SURVEY CONTROL
 KF1064  ___________________________________________________________________
 KF1064* NAD 83(1997)-  39 11 45.15870(N)    096 30 38.09118(W)     ADJUSTED  
 KF1064* NAVD 88     -       309.24   (+/-2cm)    1014.6    (feet)  VERTCON   
 KF1064  ___________________________________________________________________
 KF1064  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 KF1064  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 KF1064
 KF1064  HORZ ORDER  -  THIRD
 KF1064  VERT ORDER  -  THIRD ? (See Below)
 KF1064
 KF1064.The horizontal coordinates were established by classical geodetic methods
 KF1064.and adjusted by the National Geodetic Survey in October 1998..
 KF1064
 KF1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1064.The vertical order pertains to the NGVD 29 superseded value.
 KF1064
 KF1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1064
 KF1064.The geoid height was determined by GEOID03.
 KF1064
 KF1064;                    North         East     Units Scale Factor Converg.
 KF1064;SPC KS N     -    96,810.124   528,655.231   MT  0.99995731   +0 56 32.6
 KF1064;UTM  14      - 4,341,466.222   714,981.313   MT  1.00016910   +1 34 25.9
 KF1064
 KF1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1064!SPC KS N     -   0.99995620  x   0.99995731  =   0.99991351
 KF1064!UTM  14      -   0.99995620  x   1.00016910  =   1.00012529
 KF1064
 KF1064:                Primary Azimuth Mark                     Grid Az
 KF1064:SPC KS N     -  MANKAN AZ MK                             359 23 45.6
 KF1064:UTM  14      -  MANKAN AZ MK                             358 45 52.3
 KF1064
 KF1064|---------------------------------------------------------------------|
 KF1064| PID    Reference Object                     Distance      Geod. Az  |
 KF1064|                                                           dddmmss.s |
 KF1064| CL7392 MANKAN AZ MK                                       0002018.2 |
 KF1064| CL7395 MANKAN RM 3                          22.113 METERS 18011     |
 KF1064| KF0773 MANKAN AZ MK RESET                                 1824241.7 |
 KF1064| CL7393 MANKAN RM 1                          23.650 METERS 21114     |
 KF1064| KF1059 MANHATTAN MUNICIPAL TANK            APPROX. 7.6 KM 2550635.7 |
 KF1064| KF1073 MANHATTAN MUNICIPAL STANDPIPE       APPROX. 6.9 KM 2562438.3 |
 KF1064| KF1057 MANHATTAN KANS AGRI COLL STACK      APPROX. 6.3 KM 2644506.0 |
 KF1064| KF1078 MANHATTAN CABLE TV TWR                             28042     |
 KF1064| CL7394 MANKAN RM 2                          17.125 METERS 29346     |
 KF1064|---------------------------------------------------------------------|
 KF1064
 KF1064                          SUPERSEDED SURVEY CONTROL
 KF1064
 KF1064  NAD 83(1986)-  39 11 45.16476(N)    096 30 38.08835(W) AD(       ) 3
 KF1064  NAD 27      -  39 11 45.18300(N)    096 30 37.08100(W) AD(       ) 3
 KF1064  NGVD 29 (07/19/86)  309.13   (m)         1014.2    (f) LEVELING    3  
 KF1064
 KF1064.Superseded values are not recommended for survey control.
 KF1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1064.See file dsdata.txt to determine how the superseded data were derived.
 KF1064
 KF1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1498141466(NAD 83)
 KF1064_MARKER: DS = TRIANGULATION STATION DISK
 KF1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1064
 KF1064  HISTORY     - Date     Condition        Report By
 KF1064  HISTORY     - 1947     MONUMENTED       CGS
 KF1064  HISTORY     - 1957     GOOD             CGS
 KF1064  HISTORY     - 1965     GOOD             CGS
 KF1064  HISTORY     - 1966     GOOD             CGS
 KF1064
 KF1064                          STATION DESCRIPTION
 KF1064
 KF1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1064'THE STATION IS LOCATED ABOUT 3.0 MILES EAST OF MANHATTAN ALONG
 KF1064'U.S. HIGHWAY NO 40 AT CROSS ROADS AND JUST ACROSS THE HIGHWAY
 KF1064'FROM THE MANKAN AIRPORT.  IT IS 95 FEET SOUTH OF THE CENTER OF
 KF1064'HIGHWAY NO 40, 20 FEET EAST OF THE CENTER OF THE GRAVEL ROAD,
 KF1064'28 FEET NORTH OF G.J. GLENNS MAIL BOX AND 3 FEET WEST OF HEDGE
 KF1064'LINE.  IT IS STAMPED MANKAN 1947 AND IS SET FLUSH WITH THE
 KF1064'GROUND.
 KF1064'
 KF1064'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 20 FEET WEST OF
 KF1064'THE CENTER OF THE GRAVEL ROAD AND 1 FOOT EAST OF FENCE LINE.  IT
 KF1064'IS STAMPED MANKAN NO 1 1947 AND PROJECTS 2 INCHES.
 KF1064'
 KF1064'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 30 FEET SOUTH
 KF1064'OF THE CENTER OF THE HIGHWAY, 20 FEET WEST OF THE CENTER OF THE
 KF1064'GRAVEL ROAD AND 1 FOOT EAST OF FENCE LINE.  IT IS STAMPED MANKAN
 KF1064'NO 2 1947 AND PROJECTS 3 INCHES.
 KF1064'
 KF1064'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTH OF THE STATION, 28
 KF1064'FEET EAST OF THE CENTER OF THE NORTH-SOUTH GRAVEL ROAD, 100 FEET
 KF1064'SOUTHEAST OF THE SOUTH END OF THE BRIDGE OVER A CREEK, SET IN THE
 KF1064'NORTHWEST CORNER OF THE MANKAN AIR FIELD.  IT IS STAMPED MANKAN
 KF1064'1947 AND PROJECTS 3 INCHES.  TO REACH FROM THE STATION, GO NORTH
 KF1064'ON GRAVEL ROAD FOR 0.5 MILE TO A T-ROAD RIGHT AND MARK ON THE
 KF1064'RIGHT AS DESCRIBED.
 KF1064'
 KF1064'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 40 AND
 KF1064'STATE ROUTE NO 13 IN MANHATTAN, GO EAST ON U.S. HIGHWAY NO 40 FOR
 KF1064'3.0 MILES TO CROSS ROADS AND STATION ON THE RIGHT AS DESCRIBED.
 KF1064'
 KF1064'A 4 FOOT SIGNAL AT STATION SCHULTZ IS V.G.
 KF1064'
 KF1064'A 47 FOOT SIGNAL AT STATION MANHATTAN IS V.G.
 KF1064'
 KF1064'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 KF1064
 KF1064                          STATION RECOVERY (1957)
 KF1064
 KF1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KF1064'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KF1064'GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH MARK,
 KF1064'SO IT WAS MOVED.  THERE IS NO MANKAN AIRPORT ACROSS THE HIGHWAY
 KF1064'FROM THE STATION, NOW, AND THERE ARE OTHER CHANGES.  A COMPLETE
 KF1064'DESCRIPTION FOLLOWS.
 KF1064'
 KF1064'STATION IS LOCATED ABOUT 3 MILES EAST OF MANHATTAN AND ABOUT 100
 KF1064'YARDS SOUTHEAST ACROSS U.S. HIGHWAY 24 FROM THE EDGEWOOD DRIVE-IN
 KF1064'THEATRE, IN THE SOUTHEAST ANGLE OF CROSSROADS, 93 FEET SOUTH OF
 KF1064'THE CENTER OF U.S. HIGHWAY 24, 72 FEET NORTH OF POWER POLE, 57
 KF1064'FEET NORTHWEST OF THE SOUTHEAST CORNER OF HOUSE, 41 FEET
 KF1064'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A ROCK PORCH, 20 FEET
 KF1064'EAST OF THE CENTER OF A DIRT ROAD, AND 9 FEET WEST OF A 14-INCH
 KF1064'OAK TREE.  THE MARK IS 1 INCH BELOW THE SURFACE OF THE GROUND
 KF1064'AND THE DISK IS STAMPED MANKAN 1947.
 KF1064'
 KF1064'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 20 FEET WEST
 KF1064'OF THE CENTER OF DIRT ROAD AND 1 FOOT EAST OF FENCE.  THE MARK
 KF1064'PROJECTS 2 INCHES AND THE DISK IS STAMPED MANKAN NO 1 1947.
 KF1064'
 KF1064'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, 70 FEET
 KF1064'SOUTH OF THE CENTER OF U.S. HIGHWAY 24, 20 FEET WEST OF THE
 KF1064'CENTER OF GRAVEL ROAD, AND 10 FEET NORTH OF A SMALL TREE.  THE
 KF1064'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED MANKAN NO 2 1947.
 KF1064'
 KF1064'AZIMUTH MARK RESET IS 0.2 MILE SOUTH OF THE STATION, 44 FEET
 KF1064'NORTH OF THE NORTH RAIL OF THE UNION PACIFIC R.R. TRACK, 27
 KF1064'FEET WEST OF THE CENTER OF DIRT ROAD, 9 FEET NORTH OF A TELEGRAPH
 KF1064'POLE, 6 FEET WEST OF A FENCE CORNER, AND 1 FOOT SOUTH OF THE
 KF1064'NORTH RAILROAD RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 8 INCHES
 KF1064'AND THE DISK IS STAMPED MANKAN 1947 RESET 1957.
 KF1064'
 KF1064'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KF1064'STATE HIGHWAY 13 IN MANHATTAN, GO EAST ON U.S. HIGHWAY 24 FOR
 KF1064'3.0 MILES TO CROSSROADS AND THE STATION ON THE RIGHT AS DESCRIBED.
 KF1064'
 KF1064'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2 MILE
 KF1064'TO THE UNION PACIFIC R.R. TRACK AND THE AZIMUTH MARK ON THE
 KF1064'RIGHT.
 KF1064
 KF1064                          STATION RECOVERY (1965)
 KF1064
 KF1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1064'STATION MARK REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 KF1064'AS DESCRIBED IN THE 1957 RECOVERY NOTE AND FOUND TO BE IN GOOD
 KF1064'CONDITION, EXCEPT REFERENCE MARK NO. 1 HAS BEEN HIT WITH MACHINERY
 KF1064'TO THE EXTENT THAT THE DISK IS ABOUT OUT OF THE MONUMENT.
 KF1064
 KF1064                          STATION RECOVERY (1966)
 KF1064
 KF1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1064'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH WERE
 KF1064'RECOVERED AS DESCRIBED IN 1957, AND FOUND IN GOOD CONDITION.  THE
 KF1064'1957 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KF1064'
 KF1064'REFERENCE MARK NO. 1 WAS FOUND DESTROYED.
 KF1064'
 KF1064'THE DIRECTION TO REFERENCE MARK NO. 2 FAILED TO CHECK BY 2
 KF1064'MINUTES 6 SECONDS, AND DISTANCE FAILED TO CHECK BY 0.07 FEET.
 KF1064'
 KF1064'REFERENCE MARK NO. 3 WAS SET.
 KF1064'
 KF1064'FOLLOWING ARE NOTES FOR REFERENCE MARK NO. 3 AND THE AZIMUTH MARK.
 KF1064'
 KF1064'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MANKAN NO 3 1947,
 KF1064'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 KF1064'THE SURFACE OF THE GROUND.  IT IS 50 FEET SOUTHWEST OF THE
 KF1064'SOUTHWEST CORNER OF A HOUSE, 20 FEET EAST OF THE CENTER OF A
 KF1064'GRAVELED ROAD, 18 FEET SOUTH OF THE CENTER OF A DRIVEWAY, AND 1.5
 KF1064'FEET EAST OF A TELEPHONE POLE.
 KF1064'
 KF1064'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0773 ***********************************************************************
 KF0773  DESIGNATION -  MANKAN AZ MK RESET
 KF0773  PID         -  KF0773
 KF0773  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0773  USGS QUAD   -  MANHATTAN (1991)
 KF0773
 KF0773                         *CURRENT SURVEY CONTROL
 KF0773  ___________________________________________________________________
 KF0773* NAD 83(1986)-  39 11 36.     (N)    096 30 40.     (W)     SCALED    
 KF0773* NAVD 88     -       309.362  (meters)    1014.97   (feet)  ADJUSTED  
 KF0773  ___________________________________________________________________
 KF0773  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 KF0773  DYNAMIC HT  -         309.159 (meters)    1014.30  (feet)  COMP
 KF0773  MODELED GRAV-     979,961.1   (mgal)                       NAVD 88
 KF0773
 KF0773  VERT ORDER  -  FIRST     CLASS II
 KF0773
 KF0773.The horizontal coordinates were scaled from a topographic map and have
 KF0773.an estimated accuracy of +/- 6 seconds.
 KF0773
 KF0773.The orthometric height was determined by differential leveling
 KF0773.and adjusted by the National Geodetic Survey in June 1991..
 KF0773
 KF0773.The geoid height was determined by GEOID03.
 KF0773
 KF0773.The dynamic height is computed by dividing the NAVD 88
 KF0773.geopotential number by the normal gravity value computed on the
 KF0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0773.degrees latitude (g = 980.6199 gals.).
 KF0773
 KF0773.The modeled gravity was interpolated from observed gravity values.
 KF0773
 KF0773;                    North         East    Units  Estimated Accuracy
 KF0773;SPC KS N     -    96,530.      528,610.      MT  (+/- 180 meters Scaled)
 KF0773
 KF0773                          SUPERSEDED SURVEY CONTROL
 KF0773
 KF0773.No superseded survey control is available for this station.
 KF0773
 KF0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ149411(NAD 83)
 KF0773_MARKER: DZ = AZIMUTH MARK DISK
 KF0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0773_SP_SET: CONCRETE POST
 KF0773_STAMPING: MANKAN 1947 RESET 1957
 KF0773_MARK LOGO: CGS   
 KF0773_PROJECTION: PROJECTING 10 CENTIMETERS
 KF0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0773+STABILITY: SURFACE MOTION
 KF0773
 KF0773  HISTORY     - Date     Condition        Report By
 KF0773  HISTORY     - 1957     MONUMENTED       CGS
 KF0773  HISTORY     - 1986     GOOD             NGS
 KF0773
 KF0773                          STATION DESCRIPTION
 KF0773
 KF0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0773'4.8 KM (3.0 MI) EAST FROM MANHATTAN.
 KF0773'4.8 KM (3.0 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0773'STATION IN MANHATTAN, 13.4 M (44.0 FT) NORTH OF THE NEAR RAIL, 8.3 M
 KF0773'(27.2 FT) WEST OF THE CENTER OF A PAVED ROAD, 1.9 M (6.2 FT) WEST OF A
 KF0773'FENCE CORNER, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 KF0773'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KF0773'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0016 ***********************************************************************
 KG0016  DESIGNATION -  MANKATO
 KG0016  PID         -  KG0016
 KG0016  STATE/COUNTY-  KS/JEWELL
 KG0016  USGS QUAD   -  MANKATO (1969)
 KG0016
 KG0016                         *CURRENT SURVEY CONTROL
 KG0016  ___________________________________________________________________
 KG0016* NAD 83(1986)-  39 47 08.     (N)    098 12 36.     (W)     SCALED    
 KG0016* NAVD 88     -       541.658  (meters)    1777.09   (feet)  ADJUSTED  
 KG0016  ___________________________________________________________________
 KG0016  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 KG0016  DYNAMIC HT  -         541.321 (meters)    1775.98  (feet)  COMP
 KG0016  MODELED GRAV-     979,987.6   (mgal)                       NAVD 88
 KG0016
 KG0016  VERT ORDER  -  SECOND    CLASS 0
 KG0016
 KG0016.The horizontal coordinates were scaled from a topographic map and have
 KG0016.an estimated accuracy of +/- 6 seconds.
 KG0016
 KG0016.The orthometric height was determined by differential leveling
 KG0016.and adjusted by the National Geodetic Survey in June 1991..
 KG0016
 KG0016.The geoid height was determined by GEOID03.
 KG0016
 KG0016.The dynamic height is computed by dividing the NAVD 88
 KG0016.geopotential number by the normal gravity value computed on the
 KG0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0016.degrees latitude (g = 980.6199 gals.).
 KG0016
 KG0016.The modeled gravity was interpolated from observed gravity values.
 KG0016
 KG0016;                    North         East    Units  Estimated Accuracy
 KG0016;SPC KS N     -   161,240.      382,010.      MT  (+/- 180 meters Scaled)
 KG0016
 KG0016                          SUPERSEDED SURVEY CONTROL
 KG0016
 KG0016  NGVD 29 (??/??/92)  541.457  (m)         1776.43   (f) ADJ UNCH    2 0
 KG0016
 KG0016.Superseded values are not recommended for survey control.
 KG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0016.See file dsdata.txt to determine how the superseded data were derived.
 KG0016
 KG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK676042(NAD 83)
 KG0016_MARKER: DB = BENCH MARK DISK
 KG0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0016_SP_SET: BASEMENT WINDOW
 KG0016_STAMPING: MANKATO 1934
 KG0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0016
 KG0016  HISTORY     - Date     Condition        Report By
 KG0016  HISTORY     - 1934     MONUMENTED       CGS
 KG0016
 KG0016                          STATION DESCRIPTION
 KG0016
 KG0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0016'AT MANKATO.
 KG0016'AT MANKATO, JEWELL COUNTY, AT THE COMMUNITY CENTER BUILDING, 12
 KG0016'FEET SOUTH OF THE NORTHWEST CORNER, 10 FEET NORTH OF THE CENTER
 KG0016'LINE OF THE ENTRANCE, IN A STONE MIDWAY BETWEEN TWO BASEMENT
 KG0016'WINDOWS, AND 3 FEET ABOVE A CONCRETE WALK.  A STANDARD DISK,
 KG0016'STAMPED MANKATO 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0834 ***********************************************************************
 KG0834  DESIGNATION -  MANKATO
 KG0834  PID         -  KG0834
 KG0834  STATE/COUNTY-  KS/JEWELL
 KG0834  USGS QUAD   -  MANKATO (1969)
 KG0834
 KG0834                         *CURRENT SURVEY CONTROL
 KG0834  ___________________________________________________________________
 KG0834* NAD 83(1997)-  39 48 16.69610(N)    098 13 09.17088(W)     ADJUSTED  
 KG0834* NAVD 88     -       566.     (meters)    1857.     (feet)  SCALED    
 KG0834  ___________________________________________________________________
 KG0834  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 KG0834  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 KG0834
 KG0834  HORZ ORDER  -  SECOND
 KG0834
 KG0834.This mark is at Mankato Airport (TKO)
 KG0834
 KG0834.The horizontal coordinates were established by classical geodetic methods
 KG0834.and adjusted by the National Geodetic Survey in October 1998..
 KG0834
 KG0834.The orthometric height was scaled from a topographic map.
 KG0834
 KG0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0834
 KG0834.The geoid height was determined by GEOID03.
 KG0834
 KG0834;                    North         East     Units Scale Factor Converg.
 KG0834;SPC KS N     -   163,360.480   381,227.174   MT  1.00000353   -0 08 19.3
 KG0834;UTM  14      - 4,406,365.841   566,837.569   MT  0.99965500   +0 29 59.5
 KG0834
 KG0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0834!SPC KS N     -   0.99991528  x   1.00000353  =   0.99991881
 KG0834!UTM  14      -   0.99991528  x   0.99965500  =   0.99957031
 KG0834
 KG0834|---------------------------------------------------------------------|
 KG0834| PID    Reference Object                     Distance      Geod. Az  |
 KG0834|                                                           dddmmss.s |
 KG0834| CN9940 MANKATO RM 1                         13.223 METERS 14517     |
 KG0834| KG0568 MANKATO MUNICIPAL STANDPIPE         APPROX. 1.6 KM 1551456.1 |
 KG0834| CN9941 MANKATO RM 2                         13.425 METERS 22419     |
 KG0834| KG0590 VOR MANKATO                         APPROX. 3.5 KM 2731340.4 |
 KG0834| CN9939 MANKATO AZ MK                                      2910554.7 |
 KG0834|---------------------------------------------------------------------|
 KG0834
 KG0834                          SUPERSEDED SURVEY CONTROL
 KG0834
 KG0834  NAD 83(1997)-  39 48 16.69798(N)    098 13 09.17021(W) AD(       ) 2
 KG0834  NAD 83(1986)-  39 48 16.70185(N)    098 13 09.17077(W) AD(       ) 2
 KG0834  NAD 27      -  39 48 16.65900(N)    098 13 07.98500(W) AD(       ) 2
 KG0834
 KG0834.Superseded values are not recommended for survey control.
 KG0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0834.See file dsdata.txt to determine how the superseded data were derived.
 KG0834
 KG0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK6683806366(NAD 83)
 KG0834_MARKER: DS = TRIANGULATION STATION DISK
 KG0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0834
 KG0834  HISTORY     - Date     Condition        Report By
 KG0834  HISTORY     - 1950     MONUMENTED       CGS
 KG0834  HISTORY     - 1958     GOOD             CGS
 KG0834  HISTORY     - 1967     GOOD             CGS
 KG0834  HISTORY     - 1969     GOOD             CGS
 KG0834
 KG0834                          STATION DESCRIPTION
 KG0834
 KG0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0834'THE STATION IS LOCATED AT THE MANKATO AIRPORT, 1-1/2 MILES NORTH
 KG0834'OF MANKATO.  IT IS 185 FEET NORTHWEST OF THE NORTHWEST
 KG0834'CORNER OF THE AIRPORT OFFICE BUILDING AND 25 FEET SOUTH OF
 KG0834'THE SOUTH EDGE OF AN EAST-WEST RUNWAY.  IT IS STAMPED MANKATO
 KG0834'1950 AND SET FLUSH WITH THE GROUND.
 KG0834'
 KG0834'REFERENCE MARK NO. 1 IS 145 FEET WEST-NORTHWEST OF THE NORTHWEST
 KG0834'CORNER OF THE AIRPORT OFFICE BUILDING AND 55 FEET SOUTH
 KG0834'OF THE SOUTH EDGE OF AN EAST-WEST RUNWAY.  IT IS STAMPED
 KG0834'MANKATO NO 1 1950 AND SET FLUSH WITH THE GROUND.
 KG0834'
 KG0834'REFERENCE MARK NO. 2 IS 55 FEET SOUTH OF THE SOUTH EDGE
 KG0834'OF AN EAST-WEST RUNWAY.  IT IS STAMPED MANKATO NO 2 1950
 KG0834'AND SET FLUSH WITH THE GROUND.
 KG0834'
 KG0834'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 55.6 FEET.
 KG0834'
 KG0834'THE AZIMUTH MARK IS 2 FEET EAST OF A WITNESS POST AND 1
 KG0834'FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED MANKATO
 KG0834'1950 AND PROJECTS 4 INCHES.  TO REACH THE AZIMUTH MARK FROM THE
 KG0834'STATION, GO WEST ON AN EAST-WEST RUNWAY FOR 0.3 MILE TO A
 KG0834'JUNCTION OF THE EAST-WEST RUNWAY AND A NORTHWEST-SOUTHEAST
 KG0834'RUNWAY, TURN RIGHT AND GO NORTHWEST FOR 0.1 MILE TO AN
 KG0834'EAST-WEST FENCE LINE AT THE END OF THE RUNWAY AND THE AZIMUTH
 KG0834'MARK AS DESCRIBED.
 KG0834'
 KG0834'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE JUNCTION
 KG0834'OF U.S. HIGHWAY 36 AND MAIN STREET IN MANKATO, GO WEST ON U.S.
 KG0834'HIGHWAY 36 FOR 0.15 MILE TO A T ROAD RIGHT, TURN RIGHT AND GO
 KG0834'NORTH FOR 1.3 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO
 KG0834'WEST, NORTH AND WEST FOR 0.5 MILE TO THE AIRPORT OFFICE
 KG0834'BUILDING AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0834'
 KG0834'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0834
 KG0834                          STATION RECOVERY (1958)
 KG0834
 KG0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 KG0834'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 KG0834'IN GOOD CONDITION.  THE DIRECTIONS TO THE MARKS CHECKED WITH
 KG0834'PREVIOUS DESCRIPTION.  A DIFFERENCE IN DISTANCE TO REFERENCE MARK
 KG0834'2 WAS FOUND.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.
 KG0834'TO AID IN RECOVERY, A NEW DESCRIPTION FOLLOWS.
 KG0834'
 KG0834'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE JEWELL
 KG0834'COUNTY COURTHOUSE IN MANKATO, GO NORTH FOR 0.3 MILE TO A
 KG0834'STREET INTERSECTION.  TURN LEFT AND GO 0.15 MILE TO A STREET
 KG0834'INTERSECTION, TURN RIGHT AND GO 0.9 MILE TO A SIDE ROAD LEFT
 KG0834'AND A SIGN AIRPORT.  TURN RIGHT AND GO 0.4 MILE TO THE STATION
 KG0834'AS DESCRIBED.
 KG0834'
 KG0834'THE STATION MARK IS A STANDARD DISK STAMPED MANKATO 1950 AND
 KG0834'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 KG0834'WITH THE GROUND.  IT IS LOCATED AT THE MANKATO AIRPORT, 264
 KG0834'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE
 KG0834'AND 185 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 KG0834'NORTHWESTERN MOST 1 OF 4 BUILDINGS.
 KG0834'
 KG0834'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MANKATO NO 1 1950
 KG0834'AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 KG0834'WITH THE GROUND.  IT IS 221 FEET NORTHWEST OF THE NORTHWEST
 KG0834'CORNER OF A FRAME HOUSE AND 147 FEET NORTHWEST OF THE NORTHWEST
 KG0834'CORNER OF THE NORTHWESTERN MOST 1 OF 4 BUILDINGS.
 KG0834'
 KG0834'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MANKATO NO 2 1950
 KG0834'AND SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 KG0834'WITH THE GROUND.  IT IS 255 FEET NORTHWEST OF THE NORTHWEST CORNER
 KG0834'OF A FRAME HOUSE AND 200 FEET NORTHWEST OF THE NORTHWEST CORNER
 KG0834'OF THE NORTHWESTERN MOST 1 OF 4 BUILDINGS.
 KG0834
 KG0834                          STATION RECOVERY (1967)
 KG0834
 KG0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 KG0834'STATION LOCATION IS ADEQUATE.  A CHECK WAS MADE OF DISTANCE AND
 KG0834'DIRECTION TO MARKS.  A DIFFERENCE WAS NOTED IN DISTANCE TO REFERENCE
 KG0834'MARK NUMBER 2 AND IN DIRECTION TO BOTH REFERENCE MARKS.  SEPARATE
 KG0834'OBSERVATIONS ON REFERENCE MARKS WERE TAKEN BY ANOTHER OBSERVOR AND
 KG0834'THE TWO CHECKED.  THE AZIMUTH MARK, NOT FOUND IN 1958, WAS RECOVERED
 KG0834'AT THIS TIME.  ERRORS WERE FOUND IN THE 1958 TO REACH, THEREFORE A
 KG0834'NEW ONE FOLLOWS.
 KG0834'
 KG0834'TO REACH STATION FROM THE NORTHEAST CORNER OF THE JEWELL COUNTY
 KG0834'COURTHOUSE IN MANKATO, GO NORTH FOR 0.6 MILE TO A SIDE STREET
 KG0834'INTERSECTION.  TURN LEFT AND GO WEST FOR 0.15 MILE TO A STREET
 KG0834'INTERSECTION.  TURN RIGHT AND GO NORTH FOR 0.6 MILE TO A SIDE ROAD
 KG0834'LEFT.  TURN LEFT, WEST, AND GO 0.4 MILE TO AIRPORT AND STATION AS
 KG0834'DESCRIBED.
 KG0834'
 KG0834'AZIMUTH MARK IS REACHED FROM STATION BY GOING WEST FOR 0.1 MILE TO
 KG0834'A NORTH-SOUTH GRASS RUNWAY.  TURN RIGHT AND GO NORTH FOR 0.1 MILE ON
 KG0834'RUNWAY TO AN EAST-WEST FENCELINE.  GO WEST ALONG SOUTH SIDE OF
 KG0834'FENCELINE FOR 0.2 MILE TO AZIMUTH MARK WITH WITNESS POST AS
 KG0834'DESCRIBED.
 KG0834'
 KG0834'STATION MARK IS A STANDARD STATION MARK DISK, SET IN THE TOP OF A
 KG0834'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 KG0834'GROUND AND IS STAMPED MANKATO 1950.  IT IS 264 FEET NORTH-NORTHWEST
 KG0834'OF NORTHWEST CORNER OF A WOOD FRAME HOUSE, 185 FEET NORTHWEST OF A
 KG0834'SMALL METAL HANGAR, AND NEAR THE SOUTH SIDE OF AN EAST-WEST
 KG0834'RUNWAY.
 KG0834'
 KG0834'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN
 KG0834'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 KG0834'OF THE GROUND AND IS STAMPED MANKATO NO 1 1950.  IT IS 221 FEET
 KG0834'NORTHWEST OF NORTHWEST CORNER OF THE WOOD FRAME HOUSE AND 147 FEET
 KG0834'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE SMALL METAL HANGAR.
 KG0834'
 KG0834'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET FLUSH
 KG0834'WITH THE SURFACE OF THE GROUND AND IS STAMPED MANKATO NO 2 1950.  IT
 KG0834'IS 200-1/2 FEET WEST NORTHWEST OF NORTHWEST CORNER OF THE SMALL
 KG0834'METAL HANGAR AND 255 FEET NORTHWEST OF NORTHWEST CORNER OF THE
 KG0834'WOOD FRAME HOUSE.
 KG0834'
 KG0834'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 KG0834'SQUARE CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE SURFACE OF THE
 KG0834'GROUND AND IS STAMPED MANKATO 1950.  IT IS 1.8 FEET EAST-SOUTHEAST
 KG0834'OF A METAL WITNESS POST AND 1.2 FEET SOUTH OF AN EAST-WEST
 KG0834'FENCELINE.
 KG0834'
 KG0834'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NORTH
 KG0834'OF MANKATO.
 KG0834
 KG0834                          STATION RECOVERY (1969)
 KG0834
 KG0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0834'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KG0834'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 KG0834'1958 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY EXCEPT THE TO
 KG0834'REACH WAS FOUND IN ERROR AND THE AZIMUTH MARK WAS NOT FOUND AT THAT
 KG0834'TIME OF THE RECOVERY.
 KG0834'
 KG0834'THE AZIMUTH MARK IS SOUTH OF A LARGE STACK OF HAY BALES, 2 FEET
 KG0834'SOUTHEAST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 KG0834'
 KG0834'TO REACH THE STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 KG0834'SQUARE IN MANKATO, GO NORTH ON COMMERICAL STREET FOR 0.3 MILE TO
 KG0834'WEST CASE STREET.  TURN LEFT AND GO WEST ON CASE STREET FOR 0.15
 KG0834'MILE TO NORTH WEST STREET.  TURN RIGHT AND GO NORTH ON A BLADED ROAD
 KG0834'FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT LEADING TO THE AIRPORT.
 KG0834'TURN LEFT AND GO WESTERLY ON ROAD FOR 0.4 MILE TO THE NORTHWESTERN
 KG0834'MOST 1 TO 4 BUILDINGS AND THE STATION IS 185 FEET NORTHWEST OF THE
 KG0834'NORTHWEST CORNER OF THIS BUILDING.
 KG0834'
 KG0834'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A NORTH SOUTH
 KG0834'RUNWAY FOR 0.3 MILE.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO AN
 KG0834'EAST-WEST FENCE AND THE MARK.
 KG0834'
 KG0834'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 KG0834'NORTHWEST OF MANKATO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0568 ***********************************************************************
 KG0568  DESIGNATION -  MANKATO MUNICIPAL STANDPIPE
 KG0568  PID         -  KG0568
 KG0568  STATE/COUNTY-  KS/JEWELL
 KG0568  USGS QUAD   -  MANKATO (1969)
 KG0568
 KG0568                         *CURRENT SURVEY CONTROL
 KG0568  ___________________________________________________________________
 KG0568* NAD 83(1997)-  39 47 30.57985(N)    098 12 41.61106(W)     ADJUSTED  
 KG0568* NAVD 88     -                                                        
 KG0568  ___________________________________________________________________
 KG0568  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 KG0568  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 KG0568
 KG0568  HORZ ORDER  -  THIRD
 KG0568
 KG0568.The horizontal coordinates were established by classical geodetic methods
 KG0568.and adjusted by the National Geodetic Survey in October 1998..
 KG0568
 KG0568
 KG0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0568
 KG0568.The geoid height was determined by GEOID03.
 KG0568
 KG0568;                    North         East     Units Scale Factor Converg.
 KG0568;SPC KS N     -   161,936.609   381,879.444   MT  1.00000139   -0 08 01.9
 KG0568;UTM  14      - 4,404,949.819   567,505.434   MT  0.99965610   +0 30 16.6
 KG0568
 KG0568                          SUPERSEDED SURVEY CONTROL
 KG0568
 KG0568  NAD 83(1997)-  39 47 30.58174(N)    098 12 41.61060(W) AD(       ) 4
 KG0568  NAD 83(1986)-  39 47 30.58540(N)    098 12 41.61089(W) AD(       ) 4
 KG0568  NAD 27      -  39 47 30.54300(N)    098 12 40.42700(W) AD(       ) 3
 KG0568
 KG0568.Superseded values are not recommended for survey control.
 KG0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0568.See file dsdata.txt to determine how the superseded data were derived.
 KG0568
 KG0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK6750504950(NAD 83)
 KG0568_MARKER: 52 = STANDPIPE TANK
 KG0568
 KG0568  HISTORY     - Date     Condition        Report By
 KG0568  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0568  HISTORY     - 1958     GOOD             CGS
 KG0568  HISTORY     - 20050713 GOOD             USPSQD
 KG0568
 KG0568                          STATION DESCRIPTION
 KG0568
 KG0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0568'LOCATED ABOUT 5 BLOCKS NORTH-NORTHWEST OF THE CENTER OF TOWN
 KG0568'ON THE HIGH POINT OF A PROMINENT HILL ON THE WEST END OF
 KG0568'W NORTH STREET AND THE WEST SIDE OF N HIGH STREET.  IT IS AN
 KG0568'ALL STEEL STRUCTURE ABOUT 100 FEET HIGH WITH THE LETTERING
 KG0568'MANKATO DOWN THE SOUTH SIDE.  POINT OBSERVED UPON, COUNTER OF
 KG0568'THE TOP OF THE STANDPIPE.
 KG0568
 KG0568                          STATION RECOVERY (1958)
 KG0568
 KG0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 KG0568'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 KG0568'ORIGINAL DESCRIPTION OF 1950 IS ADEQUATE.
 KG0568
 KG0568                          STATION RECOVERY (2005)
 KG0568
 KG0568'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KG0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0750 ***********************************************************************
 JH0750  DESIGNATION -  MANNING
 JH0750  PID         -  JH0750
 JH0750  STATE/COUNTY-  KS/SCOTT
 JH0750  USGS QUAD   -  MANNING (1974)
 JH0750
 JH0750                         *CURRENT SURVEY CONTROL
 JH0750  ___________________________________________________________________
 JH0750* NAD 83(1997)-  38 33 19.72713(N)    100 43 24.18118(W)     ADJUSTED  
 JH0750* NAVD 88     -       890.     (meters)    2920.     (feet)  SCALED    
 JH0750  ___________________________________________________________________
 JH0750  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 JH0750  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 JH0750
 JH0750  HORZ ORDER  -  THIRD
 JH0750
 JH0750.The horizontal coordinates were established by classical geodetic methods
 JH0750.and adjusted by the National Geodetic Survey in October 1998..
 JH0750
 JH0750.The orthometric height was scaled from a topographic map.
 JH0750
 JH0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0750
 JH0750.The geoid height was determined by GEOID03.
 JH0750
 JH0750;                    North         East     Units Scale Factor Converg.
 JH0750;SPC KS S     -   611,947.430   206,215.750   MT  0.99999781   -1 21 58.8
 JH0750;UTM  14      - 4,268,857.404   349,834.845   MT  0.99987770   -1 04 27.6
 JH0750
 JH0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0750!SPC KS S     -   0.99986427  x   0.99999781  =   0.99986208
 JH0750!UTM  14      -   0.99986427  x   0.99987770  =   0.99974198
 JH0750
 JH0750:                Primary Azimuth Mark                     Grid Az
 JH0750:SPC KS S     -  MANNING AZ MK                            186 13 40.6
 JH0750:UTM  14      -  MANNING AZ MK                            185 56 09.4
 JH0750
 JH0750|---------------------------------------------------------------------|
 JH0750| PID    Reference Object                     Distance      Geod. Az  |
 JH0750|                                                           dddmmss.s |
 JH0750| CK9356 MANNING AZ MK                                      1845141.8 |
 JH0750| CK9357 MANNING RM 1                         24.463 METERS 21257     |
 JH0750| CK9358 MANNING RM 2                         12.282 METERS 27048     |
 JH0750|---------------------------------------------------------------------|
 JH0750
 JH0750                          SUPERSEDED SURVEY CONTROL
 JH0750
 JH0750  NAD 83(1986)-  38 33 19.73119(N)    100 43 24.18078(W) AD(       ) 3
 JH0750  NAD 27      -  38 33 19.67247(N)    100 43 22.64935(W) AD(       ) 3
 JH0750
 JH0750.Superseded values are not recommended for survey control.
 JH0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0750.See file dsdata.txt to determine how the superseded data were derived.
 JH0750
 JH0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH4983568857(NAD 83)
 JH0750_MARKER: DS = TRIANGULATION STATION DISK
 JH0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0750_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0750
 JH0750  HISTORY     - Date     Condition        Report By
 JH0750  HISTORY     - 1963     MONUMENTED       CGS
 JH0750
 JH0750                          STATION DESCRIPTION
 JH0750
 JH0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0750'THE STATION IS LOCATED IN THE SMALL VILLAGE OF MANNING IN THE
 JH0750'NORTHEAST CORNER OF A ROAD INTERSECTION, ON THE RIGHT-OF-WAY OF AN
 JH0750'EAST-WEST GRAVELED ROAD.
 JH0750'
 JH0750'TO REACH THE STATION FROM THE RAILROAD CROSSING IN MANNING, GO SOUTH
 JH0750'ON A GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT AND THE
 JH0750'STATION AS DESCRIBED.
 JH0750'
 JH0750'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 JH0750'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 JH0750'
 JH0750'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0750'CONCRETE CYLINDER WHICH PROJECTS 1 INCH AND IS STAMPED MANNING
 JH0750'1963.  IT IS 86 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 JH0750'ROAD, 36 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD,
 JH0750'24 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF RED-BLOCK
 JH0750'BUILDING, 10 FEET EAST OF A TELEPHONE POLE AND 7.3 FEET EAST OF A
 JH0750'METAL WITNESS POST.
 JH0750'
 JH0750'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0750'CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED MANNING NO
 JH0750'1 1963.  IT IS 43 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 JH0750'ROAD, 32 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD
 JH0750'AND 6 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE.
 JH0750'
 JH0750'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0750'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED MANNING NO
 JH0750'2 1963.  IT IS 42 FEET EAST OFA TELEPHONE POLE, 41 FEET SOUTHWEST OF
 JH0750'THE SOUTHWEST CORNER OF A RED-BLOCK BUILDING AND 36 FEET NORTH OF THE
 JH0750'CENTER OF AN EAST-WEST GRAVELED ROAD.
 JH0750'
 JH0750'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0750'CONCRETE CYLINDER WHICH PROJECTS 4 INCHES AND IS STAMPED MANNING
 JH0750'1963.  IT IS 38 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 34 FEET
 JH0750'NORTH OF THE CENTER OF A FARM DRIVE, 3.6 FEET NORTH OF A METAL
 JH0750'WITNESS POST AND 2 FEET NORTH-NORTHWEST OF A BRACED FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0840 ***********************************************************************
 HH0840  DESIGNATION -  MANTER COLLINGWOOD GRAIN ELEV
 HH0840  PID         -  HH0840
 HH0840  STATE/COUNTY-  KS/STANTON
 HH0840  USGS QUAD   -  MANTER (1973)
 HH0840
 HH0840                         *CURRENT SURVEY CONTROL
 HH0840  ___________________________________________________________________
 HH0840* NAD 83(1997)-  37 31 22.13864(N)    101 53 02.12590(W)     ADJUSTED  
 HH0840* NAVD 88     -                                                        
 HH0840  ___________________________________________________________________
 HH0840  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 HH0840  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 HH0840
 HH0840  HORZ ORDER  -  THIRD
 HH0840
 HH0840.The horizontal coordinates were established by classical geodetic methods
 HH0840.and adjusted by the National Geodetic Survey in October 1998..
 HH0840
 HH0840
 HH0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0840
 HH0840.The geoid height was determined by GEOID03.
 HH0840
 HH0840;                    North         East     Units Scale Factor Converg.
 HH0840;SPC KS S     -   500,447.125   100,943.876   MT  0.99995952   -2 04 46.3
 HH0840;UTM  14      - 4,156,781.192   245,139.314   MT  1.00040016   -1 45 26.9
 HH0840
 HH0840                          SUPERSEDED SURVEY CONTROL
 HH0840
 HH0840  NAD 83(1997)-  37 31 22.13917(N)    101 53 02.12594(W) AD(       ) 4
 HH0840  NAD 83(1997)-  37 31 22.14244(N)    101 53 02.11980(W) AD(       ) 4
 HH0840  NAD 83(1986)-  37 31 22.14261(N)    101 53 02.11664(W) AD(       ) 4
 HH0840  NAD 27      -  37 31 22.08118(N)    101 53 00.48962(W) AD(       ) 3
 HH0840
 HH0840.Superseded values are not recommended for survey control.
 HH0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0840.See file dsdata.txt to determine how the superseded data were derived.
 HH0840
 HH0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4513956781(NAD 83)
 HH0840_MARKER: 65 = GRAIN ELEVATOR
 HH0840
 HH0840  HISTORY     - Date     Condition        Report By
 HH0840  HISTORY     - 1953     FIRST OBSERVED   CGS
 HH0840
 HH0840                          STATION DESCRIPTION
 HH0840
 HH0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HH0840'STATION IS LOCATED IN THE VILLAGE OF MANTER BETWEEN U.S. HIGHWAY
 HH0840'160 AND THE SANTA FE RAILROAD TRACKS.  THE ELEVATOR CONSISTS
 HH0840'OF A GROUP OF CYLINDRICAL SHAPED CONCRETE BINS THAT ARE ABOUT
 HH0840'110 FEET IN HEIGHT.  A HEADHOUSE, THAT IS ABOUT 20 FEET IN
 HH0840'HEIGHT, IS ON TOP OF THE BINS.  THE CENTER OF THE HEADHOUSE WAS
 HH0840'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0842 ***********************************************************************
 HH0842  DESIGNATION -  MANTER HIGH SCHOOL BRICK CHIM
 HH0842  PID         -  HH0842
 HH0842  STATE/COUNTY-  KS/STANTON
 HH0842  USGS QUAD   -  MANTER (1973)
 HH0842
 HH0842                         *CURRENT SURVEY CONTROL
 HH0842  ___________________________________________________________________
 HH0842* NAD 83(1997)-  37 31 34.86419(N)    101 53 12.29147(W)     ADJUSTED  
 HH0842* NAVD 88     -                                                        
 HH0842  ___________________________________________________________________
 HH0842  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 HH0842  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 HH0842
 HH0842  HORZ ORDER  -  THIRD
 HH0842
 HH0842.The horizontal coordinates were established by classical geodetic methods
 HH0842.and adjusted by the National Geodetic Survey in October 1998..
 HH0842
 HH0842
 HH0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0842
 HH0842.The geoid height was determined by GEOID03.
 HH0842
 HH0842;                    North         East     Units Scale Factor Converg.
 HH0842;SPC KS S     -   500,848.238   100,708.681   MT  0.99995910   -2 04 52.5
 HH0842;SPC CO S     -   406,387.703 1,233,700.467   MT  0.99995975   +2 12 58.6
 HH0842;SPC CO S     - 1,333,290.32  4,047,565.62   sFT  0.99995975   +2 12 58.6
 HH0842;UTM  14      - 4,157,181.154   244,901.764   MT  1.00040165   -1 45 33.6
 HH0842
 HH0842                          SUPERSEDED SURVEY CONTROL
 HH0842
 HH0842  NAD 83(1997)-  37 31 34.86473(N)    101 53 12.29035(W) AD(       ) 4
 HH0842  NAD 83(1997)-  37 31 34.86738(N)    101 53 12.28769(W) AD(       ) 4
 HH0842  NAD 83(1986)-  37 31 34.86829(N)    101 53 12.28242(W) AD(       ) 4
 HH0842  NAD 27      -  37 31 34.81085(N)    101 53 10.63807(W) AD(       ) 3
 HH0842
 HH0842.Superseded values are not recommended for survey control.
 HH0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0842.See file dsdata.txt to determine how the superseded data were derived.
 HH0842
 HH0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4490257181(NAD 83)
 HH0842_MARKER: 85 = CHIMNEY
 HH0842_SETTING: 0 = UNSPECIFIED SETTING
 HH0842
 HH0842  HISTORY     - Date     Condition        Report By
 HH0842  HISTORY     - 1934     FIRST OBSERVED   CGS
 HH0842
 HH0842                          STATION DESCRIPTION
 HH0842
 HH0842'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0841 ***********************************************************************
 HH0841  DESIGNATION -  MANTER JOHNSON COOP GRAIN ELEV
 HH0841  PID         -  HH0841
 HH0841  STATE/COUNTY-  KS/STANTON
 HH0841  USGS QUAD   -  MANTER (1973)
 HH0841
 HH0841                         *CURRENT SURVEY CONTROL
 HH0841  ___________________________________________________________________
 HH0841* NAD 83(1997)-  37 31 17.53806(N)    101 53 10.06855(W)     ADJUSTED  
 HH0841* NAVD 88     -                                                        
 HH0841  ___________________________________________________________________
 HH0841  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 HH0841  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 HH0841
 HH0841  HORZ ORDER  -  THIRD
 HH0841
 HH0841.The horizontal coordinates were established by classical geodetic methods
 HH0841.and adjusted by the National Geodetic Survey in October 1998..
 HH0841
 HH0841
 HH0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0841
 HH0841.The geoid height was determined by GEOID03.
 HH0841
 HH0841;                    North         East     Units Scale Factor Converg.
 HH0841;SPC KS S     -   500,312.468   100,743.830   MT  0.99995967   -2 04 51.1
 HH0841;UTM  14      - 4,156,645.353   244,939.940   MT  1.00040141   -1 45 31.6
 HH0841
 HH0841                          SUPERSEDED SURVEY CONTROL
 HH0841
 HH0841  NAD 83(1997)-  37 31 17.53852(N)    101 53 10.06842(W) AD(       ) 4
 HH0841  NAD 83(1997)-  37 31 17.54184(N)    101 53 10.06250(W) AD(       ) 4
 HH0841  NAD 83(1986)-  37 31 17.54209(N)    101 53 10.05947(W) AD(       ) 4
 HH0841  NAD 27      -  37 31 17.48441(N)    101 53 08.44205(W) AD(       ) 3
 HH0841
 HH0841.Superseded values are not recommended for survey control.
 HH0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0841.See file dsdata.txt to determine how the superseded data were derived.
 HH0841
 HH0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4494056645(NAD 83)
 HH0841_MARKER: 65 = GRAIN ELEVATOR
 HH0841
 HH0841  HISTORY     - Date     Condition        Report By
 HH0841  HISTORY     - 1953     FIRST OBSERVED   CGS
 HH0841
 HH0841                          STATION DESCRIPTION
 HH0841
 HH0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HH0841'STATION IS LOCATED IN THE VILLAGE OF MANTER BETWEEN U.S. HIGHWAY
 HH0841'160 AND THE SANTA FE RAILROAD TRACKS.  THE ELEVATOR CONSISTS OF
 HH0841'A GROUP OF CYLINDRICAL SHAPED CONCRETE BINS THAT ARE ABOUT
 HH0841'100 FEET IN HEIGHT.  A HEADHOUSE, THAT IS ABOUT 20 FEET IN HEIGHT,
 HH0841'IS ON TOP OF THE BINS.  THE CENTER OF THE HEADHOUSE WAS
 HH0841'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0843 ***********************************************************************
 HH0843  DESIGNATION -  MANTER MUN WATER TANK
 HH0843  PID         -  HH0843
 HH0843  STATE/COUNTY-  KS/STANTON
 HH0843  USGS QUAD   -  MANTER (1973)
 HH0843
 HH0843                         *CURRENT SURVEY CONTROL
 HH0843  ___________________________________________________________________
 HH0843* NAD 83(1997)-  37 31 28.77343(N)    101 53 10.16595(W)     ADJUSTED  
 HH0843* NAVD 88     -                                                        
 HH0843  ___________________________________________________________________
 HH0843  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 HH0843  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 HH0843
 HH0843  HORZ ORDER  -  THIRD
 HH0843
 HH0843.The horizontal coordinates were established by classical geodetic methods
 HH0843.and adjusted by the National Geodetic Survey in October 1998..
 HH0843
 HH0843
 HH0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0843
 HH0843.The geoid height was determined by GEOID03.
 HH0843
 HH0843;                    North         East     Units Scale Factor Converg.
 HH0843;SPC KS S     -   500,658.697   100,754.017   MT  0.99995930   -2 04 51.2
 HH0843;UTM  14      - 4,156,991.787   244,948.184   MT  1.00040136   -1 45 32.1
 HH0843
 HH0843                          SUPERSEDED SURVEY CONTROL
 HH0843
 HH0843  NAD 83(1997)-  37 31 28.77384(N)    101 53 10.16587(W) AD(       ) 4
 HH0843  NAD 83(1997)-  37 31 28.77716(N)    101 53 10.15985(W) AD(       ) 4
 HH0843  NAD 83(1986)-  37 31 28.77742(N)    101 53 10.15690(W) AD(       ) 4
 HH0843  NAD 27      -  37 31 28.71518(N)    101 53 08.52860(W) AD(       ) 3
 HH0843
 HH0843.Superseded values are not recommended for survey control.
 HH0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0843.See file dsdata.txt to determine how the superseded data were derived.
 HH0843
 HH0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4494856992(NAD 83)
 HH0843_MARKER: 53 = ELEVATED TANK
 HH0843
 HH0843  HISTORY     - Date     Condition        Report By
 HH0843  HISTORY     - 1934     FIRST OBSERVED   CGS
 HH0843  HISTORY     - 1953     GOOD             CGS
 HH0843
 HH0843                          STATION DESCRIPTION
 HH0843
 HH0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HH0843'STATION IS LOCATED ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 160
 HH0843'IN THE VILLAGE OF MANTER.  IT IS A SILVER COLORED TANK THAT IS
 HH0843'ABOUT 80 FEET IN HEIGHT.  THE TANK IS SUPPORTED BY FOUR
 HH0843'STRUCTURAL STEEL LEGS.  THE CENTER OF TOP OF TANK WAS INTERSECTED.
 HH0843'
 HH0843'PROBABLY THE SAME STATION AS LOCATED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0197 ***********************************************************************
 KF0197  CBN         -  This is a Cooperative Base Network Control Station.
 KF0197  DESIGNATION -  MAPLE
 KF0197  PID         -  KF0197
 KF0197  STATE/COUNTY-  KS/WABAUNSEE
 KF0197  USGS QUAD   -  MAPLE HILL (1978)
 KF0197
 KF0197                         *CURRENT SURVEY CONTROL
 KF0197  ___________________________________________________________________
 KF0197* NAD 83(1997)-  39 03 30.39692(N)    096 00 57.19069(W)     ADJUSTED  
 KF0197* NAVD 88     -       314.937  (meters)    1033.26   (feet)  ADJUSTED  
 KF0197  ___________________________________________________________________
 KF0197  X           -    -519,772.519 (meters)                     COMP
 KF0197  Y           -  -4,932,149.898 (meters)                     COMP
 KF0197  Z           -   3,997,536.252 (meters)                     COMP
 KF0197  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 KF0197  ELLIP HEIGHT-         284.16  (meters)          (08/16/04) GPS OBS
 KF0197  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 KF0197  DYNAMIC HT  -         314.732 (meters)    1032.58  (feet)  COMP
 KF0197  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 KF0197
 KF0197  HORZ ORDER  -  B
 KF0197  VERT ORDER  -  SECOND    CLASS 0
 KF0197  ELLP ORDER  -  FOURTH    CLASS II
 KF0197
 KF0197.The horizontal coordinates were established by GPS observations
 KF0197.and adjusted by the National Geodetic Survey in December 1997..
 KF0197
 KF0197.The orthometric height was determined by differential leveling
 KF0197.and adjusted by the National Geodetic Survey in June 1991..
 KF0197
 KF0197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0197
 KF0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0197
 KF0197.The ellipsoidal height was determined by GPS observations
 KF0197.and is referenced to NAD 83.
 KF0197
 KF0197.The geoid height was determined by GEOID03.
 KF0197
 KF0197.The dynamic height is computed by dividing the NAVD 88
 KF0197.geopotential number by the normal gravity value computed on the
 KF0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0197.degrees latitude (g = 980.6199 gals.).
 KF0197
 KF0197.The modeled gravity was interpolated from observed gravity values.
 KF0197
 KF0197;                    North         East     Units Scale Factor Converg.
 KF0197;SPC KS N     -    82,376.323   571,714.961   MT  0.99996245   +1 15 19.4
 KF0197;UTM  14      - 4,327,501.271   758,211.212   MT  1.00042105   +1 52 52.9
 KF0197;UTM  15      - 4,327,592.077   239,039.024   MT  1.00043863   -1 54 05.1
 KF0197
 KF0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0197!SPC KS N     -   0.99995542  x   0.99996245  =   0.99991787
 KF0197!UTM  14      -   0.99995542  x   1.00042105  =   1.00037645
 KF0197!UTM  15      -   0.99995542  x   1.00043863  =   1.00039403
 KF0197
 KF0197:                Primary Azimuth Mark                     Grid Az
 KF0197:SPC KS N     -  DRY                                      089 19 51.2
 KF0197:UTM  14      -  DRY                                      088 42 17.7
 KF0197:UTM  15      -  DRY                                      092 29 15.7
 KF0197
 KF0197|---------------------------------------------------------------------|
 KF0197| PID    Reference Object                     Distance      Geod. Az  |
 KF0197|                                                           dddmmss.s |
 KF0197| KE0876 DRY                                 APPROX. 2.5 KM 0903510.6 |
 KF0197| KF0198 MAPLE RM 1                           26.794 METERS 09215     |
 KF0197| KF1023 MAPLE HILL TV STA WIBW TOWER        APPROX. 6.5 KM 2063621.5 |
 KF0197| KF0196 MAPLE RM 2                           26.900 METERS 27217     |
 KF0197|---------------------------------------------------------------------|
 KF0197
 KF0197                          SUPERSEDED SURVEY CONTROL
 KF0197
 KF0197  ELLIP H (12/22/97)  284.17   (m)                       GP(       ) 4 1
 KF0197  NAD 83(1986)-  39 03 30.40326(N)    096 00 57.18658(W) AD(       ) 2
 KF0197  NAD 27      -  39 03 30.40587(N)    096 00 56.22359(W) AD(       ) 2
 KF0197  NAVD 88 (12/22/97)  314.94   (m)         1033.3    (f) LEVELING    3  
 KF0197  NGVD 29 (??/??/92)  314.796  (m)         1032.79   (f) ADJ UNCH    2 0
 KF0197
 KF0197.Superseded values are not recommended for survey control.
 KF0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0197.See file dsdata.txt to determine how the superseded data were derived.
 KF0197
 KF0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5821127501(NAD 83)
 KF0197_MARKER: DE = TRAVERSE STATION DISK
 KF0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0197_STAMPING: MAPLE 1970
 KF0197_MARK LOGO: CGS   
 KF0197_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0197+STABILITY: SURFACE MOTION
 KF0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0197+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1997
 KF0197
 KF0197  HISTORY     - Date     Condition        Report By
 KF0197  HISTORY     - 1970     MONUMENTED       NGS
 KF0197  HISTORY     - 1970     GOOD             NGS
 KF0197  HISTORY     - 19970306 GOOD             NGS
 KF0197  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KF0197
 KF0197                          STATION DESCRIPTION
 KF0197
 KF0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0197'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF MAPLE HILL, IN
 KF0197'THE NORTHWEST 1/4 OF SECTION 31, R13E, T11S AND ON A LOW CUTBANK
 KF0197'ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70.
 KF0197'
 KF0197'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 KF0197'STATE HIGHWAY 30, ABOUT 2 MILES SOUTH OF MAPLE HILL, GO EAST ON
 KF0197'INTERSTATE HIGHWAY 70 FOR 1.3 MILES TO THE STATION ON THE RIGHT
 KF0197'AS DESCRIBED.
 KF0197'
 KF0197'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED MAPLE 1970.
 KF0197'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0197'CONCRETE MONUMENT PROJECTING 1 INCH ABOVE THE GROUND SURFACE.  IT
 KF0197'IS 4 FEET SOUTH OF THE EDGE OF THE CUTBANK, 3.3 FEET NORTH OF A
 KF0197'METAL WITNESS POST WHICH IS SET IN A EAST-WEST FENCE LINE AND
 KF0197'ABOUT 20 FEET HIGHER IN ELEVATION THAN THE HIGHWAY.  THE
 KF0197'UNDERGROUND MARK IS SET IN A IRREGULAR MASS OF CONCRETE 42 INCHES
 KF0197'BELOW THE SURFACE OF THE GROUND.
 KF0197'
 KF0197'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MAPLE NO 1 1970, SET
 KF0197'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1
 KF0197'INCH ABOVE THE GROUND SURFACE.  IT IS 88.5 FEET EAST OF THE WITNESS
 KF0197'POST, 4.5 FEET SOUTH OF THE EDGE OF THE CUTBANK AND 3.6 FEET
 KF0197'NORTH OF THE FENCE.
 KF0197'
 KF0197'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MAPLE NO 2 1970,
 KF0197'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KF0197'1 INCH ABOVE THE GROUND SURFACE.  IT IS 87.9 FEET WEST OF THE
 KF0197'WITNESS POST, 5 FEET SOUTH OF THE EDGE OF THE CUTBANK AND 2.9
 KF0197'FEET NORTH OF THE FENCE.
 KF0197'
 KF0197'TRAVERSE STATION DRY WILL SERVE AS THE AZIMUTH MARK.
 KF0197'
 KF0197'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KF0197
 KF0197                          STATION RECOVERY (1970)
 KF0197
 KF0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0197'14.8 MI E FROM ALMA.
 KF0197'ABOUT 14.8 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0197'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.5 MILE EAST
 KF0197'OF THE HIGHWAY BRIDGE OVER DRY CREEK, 0.3 MILE EAST OF THE
 KF0197'HIGHWAY OVERPASS OVER KEENE AND ESKRIDGE ROADS, ON THE TOP OF
 KF0197'A CUT ALONG THE SOUTH SIDE OF THE ROAD, ON THE HIGHEST POINT
 KF0197'OF THE CUT WHICH IS 20 FEET HIGH AND ABOUT 0.15 MILE LONG, 73
 KF0197'FEET SOUTH (SLOPE MEASUREMENT) OF THE CENTER LINE OF THE SOUTH
 KF0197'LANES OF THE HIGHWAY, 3.2 FEET NORTH OF A FENCE, 3.2 FEET NORTH
 KF0197'OF A METAL WITNESS POST, ABOUT 20 FEET ABOVE THE LEVEL OF THE
 KF0197'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KF0197'0.2 FOOT.  SECTION 31, T 11S, R 13E.
 KF0197
 KF0197                          STATION RECOVERY (1997)
 KF0197
 KF0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KF0197'THE STATION IS LOCATED ABOUT 32.19 KM (20.00 MI) WEST OF TOPEKA, 4.83
 KF0197'KM (3.00 MI) SOUTHEAST OF MAPLE HILL, ON A LOW CUT BANK ON THE SOUTH
 KF0197'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70, AND IN THE NORTHWEST PORTION OF
 KF0197'SECTION 31, T 11 S, R 13 E.  OWNERSHIP--KANSAS DEPARTMENT OF
 KF0197'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 KF0197'HIGHWAY 70 AND STATE HIGHWAY 30 (EXIT 341), ABOUT 3.2 KM (2.00 MI)
 KF0197'SOUTH OF MAPLE HILL, GO EAST ON INTERSTATE HIGHWAY 70 FOR 2.1 KM (1.30
 KF0197'MI) TO THE STATION ON THE RIGHT.  ALSO, TO REACH THE STATION FROM
 KF0197'INTERSTATE HIGHWAY 70 EXIT 342 (ESKRIDGE RD-KEENE RD), GO EAST ON
 KF0197'INTERSTATE HIGHWAY 70 FOR 0.5 KM (0.30 MI) TO THE STATION ON THE
 KF0197'RIGHT, ON TOP OF THE CUT BANK.  THE STATION IS A STANDARD NGS DISK SET
 KF0197'IN THE TOP OF A 30 CM ROUND CONCRETE MONUMENT PROJECTING 3 CM ABOVE
 KF0197'GROUND.  LOCATED 1.22 M (4.00 FT) SOUTH FROM THE EDGE OF THE CUT BANK,
 KF0197'1.0 M (3.3 FT) NORTH FROM A METAL WITNESS POST IN THE EAST-WEST
 KF0197'RIGHT-OF-WAY FENCE LINE AND ABOUT 6.1 M (20.0 FT) HIGHER THAN THE
 KF0197'HIGHWAY.
 KF0197
 KF0197                          STATION RECOVERY (2005)
 KF0197
 KF0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KF0197'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. THE KANSAS STATE
 KF0197'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KF0197'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0796 ***********************************************************************
 HE0796  DESIGNATION -  MAPLE
 HE0796  PID         -  HE0796
 HE0796  STATE/COUNTY-  KS/LABETTE
 HE0796  USGS QUAD   -  DENNIS (1973)
 HE0796
 HE0796                         *CURRENT SURVEY CONTROL
 HE0796  ___________________________________________________________________
 HE0796* NAD 83(1997)-  37 19 57.26430(N)    095 22 36.13042(W)     ADJUSTED  
 HE0796* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 HE0796  ___________________________________________________________________
 HE0796  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HE0796  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HE0796
 HE0796  HORZ ORDER  -  THIRD
 HE0796
 HE0796.The horizontal coordinates were established by classical geodetic methods
 HE0796.and adjusted by the National Geodetic Survey in October 1998..
 HE0796
 HE0796.The orthometric height was scaled from a topographic map.
 HE0796
 HE0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0796
 HE0796.The geoid height was determined by GEOID03.
 HE0796
 HE0796;                    North         East     Units Scale Factor Converg.
 HE0796;SPC KS S     -   478,541.523   676,739.223   MT  0.99998770   +1 55 09.7
 HE0796;UTM  15      - 4,134,416.158   289,438.782   MT  1.00014617   -1 26 30.7
 HE0796
 HE0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0796!SPC KS S     -   0.99995859  x   0.99998770  =   0.99994629
 HE0796!UTM  15      -   0.99995859  x   1.00014617  =   1.00010475
 HE0796
 HE0796:                Primary Azimuth Mark                     Grid Az
 HE0796:SPC KS S     -  MAPLE AZ MK                              009 29 45.4
 HE0796:UTM  15      -  MAPLE AZ MK                              012 51 25.8
 HE0796
 HE0796|---------------------------------------------------------------------|
 HE0796| PID    Reference Object                     Distance      Geod. Az  |
 HE0796|                                                           dddmmss.s |
 HE0796| CL4836 MAPLE AZ MK                                        0112455.1 |
 HE0796| HE0790 PARSONS ST PATRICKS CATH CH         APPROX.10.1 KM 0821052.9 |
 HE0796| HE0732 PARSONS RADIO STA KLKC MAST         APPROX.12.9 KM 0844359.4 |
 HE0796| CL4837 MAPLE RM 1                           32.254 METERS 18431     |
 HE0796| CL4838 MAPLE RM 2                           33.498 METERS 33230     |
 HE0796|---------------------------------------------------------------------|
 HE0796
 HE0796                          SUPERSEDED SURVEY CONTROL
 HE0796
 HE0796  NAD 83(1997)-  37 19 57.26863(N)    095 22 36.13007(W) AD(       ) 3
 HE0796  NAD 83(1986)-  37 19 57.27653(N)    095 22 36.11685(W) AD(       ) 3
 HE0796  NAD 27      -  37 19 57.05691(N)    095 22 35.21624(W) AD(       ) 3
 HE0796
 HE0796.Superseded values are not recommended for survey control.
 HE0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0796.See file dsdata.txt to determine how the superseded data were derived.
 HE0796
 HE0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8943934416(NAD 83)
 HE0796_MARKER: DS = TRIANGULATION STATION DISK
 HE0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0796
 HE0796  HISTORY     - Date     Condition        Report By
 HE0796  HISTORY     - 1965     MONUMENTED       CGS
 HE0796
 HE0796                          STATION DESCRIPTION
 HE0796
 HE0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0796'THE STATION IS 6 MILES WEST OF PARSONS, 2 MILES EAST AND 1
 HE0796'MILE SOUTH OF DENNIS, 1/2 MILE SOUTH OF U.S. HIGHWAY 160, AT THE
 HE0796'EAST EDGE OF A NORTH-SOUTH SECTION LINE ROAD, AND ON PROPERTY
 HE0796'OWNED BY MR. J.C. CREEL JR.
 HE0796'
 HE0796'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160 AND
 HE0796'59, IN PARSONS, GO WEST ON HIGHWAY 160 FOR 6.3 MILES TO THE
 HE0796'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON HIGHWAY 160 FOR
 HE0796'0.1 MILE TO A CROSSROAD AND A SCHOOL IN THE NORTHWEST ANGLE.
 HE0796'TURN LEFT AND GO SOUTH ON A GRAVEL ROAD FOR 0.5 MILE TO A FIELD
 HE0796'ENTRANCE AND THE STATION ON THE LEFT.
 HE0796'
 HE0796'STATION MARK IS A STANDARD DISK STAMPED MAPLE 1964, SET IN THE
 HE0796'TOP OF A CONCRETE POST 14 INCHES BELOW THE SURFACE OF THE
 HE0796'GROUND.  IT IS 54.5 FEET EAST OF A FENCE IN A HEDGEROW, 48
 HE0796'FEET NORTH-NORTHWEST OF AN EAST GATE POST AT FIELD ENTRANCE, 46.5
 HE0796'FEET NORTH OF THE NORTHWEST CORNER FENCE POST, 29 FEET EAST OF
 HE0796'THE CENTERLINE OF THE GRAVEL ROAD AND 20 FEET NORTH-NORTHEAST
 HE0796'OF THE NORTH END OF A CONCRETE CULVERT AT FIELD ENTRANCE.
 HE0796'
 HE0796'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MAPLE NO 1 1964,
 HE0796'IS SET IN THE TOP OF A SQUARE CONCRETE POST 1 INCH BELOW THE
 HE0796'GROUND SURFACE.  IT IS 59 FEET SOUTH OF THE CORNER FENCE POST,
 HE0796'24.5 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD, 3 FEET
 HE0796'NORTH OF A METAL WITNESS POST AND 0.5 FEET WEST OF A NORTH-SOUTH
 HE0796'FENCE.
 HE0796'
 HE0796'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MAPLE NO 2 1964,
 HE0796'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HE0796'PROJECTS 1 INCH.  IT IS 23.5 FEET WEST OF THE CENTERLINE OF
 HE0796'THE GRAVEL ROAD AND 2.5 FEET EAST OF THE HEDGEROW.
 HE0796'
 HE0796'AZIMUTH MARK IS A STANDARD DISK STAMPED MAPLE 1964, SET IN
 HE0796'THE TOP OF 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HE0796'IT IS 49 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 160,
 HE0796'3 FEET WEST OF A POWER POLE WITH A TRANSFORMER AND 1.5 FEET
 HE0796'EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1021 ***********************************************************************
 KF1021  DESIGNATION -  MAPLE HILL MUNICIPAL TANK
 KF1021  PID         -  KF1021
 KF1021  STATE/COUNTY-  KS/WABAUNSEE
 KF1021  USGS QUAD   -  MAPLE HILL (1978)
 KF1021
 KF1021                         *CURRENT SURVEY CONTROL
 KF1021  ___________________________________________________________________
 KF1021* NAD 83(1997)-  39 05 05.67309(N)    096 01 46.74034(W)     ADJUSTED  
 KF1021* NAVD 88     -                                                        
 KF1021  ___________________________________________________________________
 KF1021  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 KF1021  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 KF1021
 KF1021  HORZ ORDER  -  THIRD
 KF1021
 KF1021.The horizontal coordinates were established by classical geodetic methods
 KF1021.and adjusted by the National Geodetic Survey in October 1998..
 KF1021
 KF1021
 KF1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1021
 KF1021.The geoid height was determined by GEOID03.
 KF1021
 KF1021;                    North         East     Units Scale Factor Converg.
 KF1021;SPC KS N     -    85,287.634   570,460.042   MT  0.99996102   +1 14 48.0
 KF1021;SPC KS S     -   671,245.393   613,747.233   MT  1.00014372   +1 31 05.2
 KF1021;UTM  14      - 4,330,400.005   756,923.947   MT  1.00041288   +1 52 25.5
 KF1021;UTM  15      - 4,330,569.517   237,945.834   MT  1.00044567   -1 54 40.3
 KF1021
 KF1021                          SUPERSEDED SURVEY CONTROL
 KF1021
 KF1021  NAD 83(1986)-  39 05 05.67914(N)    096 01 46.73623(W) AD(       ) 4
 KF1021  NAD 27      -  39 05 05.68400(N)    096 01 45.77100(W) AD(       ) 3
 KF1021
 KF1021.Superseded values are not recommended for survey control.
 KF1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1021.See file dsdata.txt to determine how the superseded data were derived.
 KF1021
 KF1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5692430400(NAD 83)
 KF1021_MARKER: 53 = ELEVATED TANK
 KF1021
 KF1021  HISTORY     - Date     Condition        Report By
 KF1021  HISTORY     - 1960     FIRST OBSERVED   CGS
 KF1021  HISTORY     - 20050204 GOOD             GEOCAC
 KF1021
 KF1021                          STATION DESCRIPTION
 KF1021
 KF1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KF1021'THE STATION IS IN THE NORTHWEST PART OF MAPLE HILL.
 KF1021'
 KF1021'TO REACH THE STATION FROM THE POST OFFICE AT MAPLE HILL GO WEST
 KF1021'ON THE GRAVELED STREET FOR 0.15 MILE TO A T INTERSECTION, TURN
 KF1021'RIGHT AND GO NORTH 0.1 MILE TO THE STATION ON THE LEFT.
 KF1021'
 KF1021'THE STATION, A 4-LEGGED STEEL STRUCTURE PAINTED SILVER, HAS AN
 KF1021'OVER-ALL HEIGHT OF 135 FEET AND THE BALL AT THE APEX WAS THE
 KF1021'POINT OBSERVED UPON.
 KF1021
 KF1021                          STATION RECOVERY (2005)
 KF1021
 KF1021'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1023 ***********************************************************************
 KF1023  DESIGNATION -  MAPLE HILL TV STA WIBW TOWER
 KF1023  PID         -  KF1023
 KF1023  STATE/COUNTY-  KS/WABAUNSEE
 KF1023  USGS QUAD   -  MAPLE HILL (1978)
 KF1023
 KF1023                         *CURRENT SURVEY CONTROL
 KF1023  ___________________________________________________________________
 KF1023* NAD 83(1997)-  39 00 21.62833(N)    096 02 58.36399(W)     ADJUSTED  
 KF1023* NAVD 88     -                                                        
 KF1023  ___________________________________________________________________
 KF1023  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 KF1023  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 KF1023
 KF1023  HORZ ORDER  -  THIRD
 KF1023
 KF1023.The horizontal coordinates were established by classical geodetic methods
 KF1023.and adjusted by the National Geodetic Survey in October 1998..
 KF1023
 KF1023
 KF1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1023
 KF1023.The geoid height was determined by GEOID03.
 KF1023
 KF1023;                    North         East     Units Scale Factor Converg.
 KF1023;SPC KS N     -    76,493.388   568,927.746   MT  0.99996592   +1 14 02.7
 KF1023;UTM  14      - 4,321,585.634   755,487.110   MT  1.00040382   +1 51 28.9
 KF1023;UTM  15      - 4,321,868.725   235,930.678   MT  1.00045874   -1 55 13.8
 KF1023
 KF1023                          SUPERSEDED SURVEY CONTROL
 KF1023
 KF1023  NAD 83(1986)-  39 00 21.63489(N)    096 02 58.35903(W) AD(       ) 4
 KF1023  NAD 27      -  39 00 21.62841(N)    096 02 57.39551(W) AD(       ) 3
 KF1023
 KF1023.Superseded values are not recommended for survey control.
 KF1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1023.See file dsdata.txt to determine how the superseded data were derived.
 KF1023
 KF1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5548721586(NAD 83)
 KF1023_MARKER: 43 = RADIO/TV TOWER
 KF1023
 KF1023  HISTORY     - Date     Condition        Report By
 KF1023  HISTORY     - 1970     FIRST OBSERVED   NGS
 KF1023
 KF1023                          STATION DESCRIPTION
 KF1023
 KF1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1023'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP OF THE MAPLE
 KF1023'HILL TELEVISION TOWER WIBW, WHICH IS LOCATED 5-1/4 MILES
 KF1023'SOUTH, AND 1-1/4 MILES WEST, OF MAPLE HILL.  THE TOWER IS
 KF1023'PAINTED RED AND WHITE AND IS 1,265 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0198 ***********************************************************************
 KF0198  DESIGNATION -  MAPLE RM 1
 KF0198  PID         -  KF0198
 KF0198  STATE/COUNTY-  KS/WABAUNSEE
 KF0198  USGS QUAD   -  MAPLE HILL (1978)
 KF0198
 KF0198                         *CURRENT SURVEY CONTROL
 KF0198  ___________________________________________________________________
 KF0198* NAD 83(1986)-  39 03 30.     (N)    096 00 57.     (W)     SCALED    
 KF0198* NAVD 88     -       314.481  (meters)    1031.76   (feet)  ADJUSTED  
 KF0198  ___________________________________________________________________
 KF0198  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 KF0198  DYNAMIC HT  -         314.276 (meters)    1031.09  (feet)  COMP
 KF0198  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 KF0198
 KF0198  VERT ORDER  -  SECOND    CLASS 0
 KF0198
 KF0198.The horizontal coordinates were scaled from a topographic map and have
 KF0198.an estimated accuracy of +/- 6 seconds.
 KF0198
 KF0198.The orthometric height was determined by differential leveling
 KF0198.and adjusted by the National Geodetic Survey in June 1991..
 KF0198
 KF0198.The geoid height was determined by GEOID03.
 KF0198
 KF0198.The dynamic height is computed by dividing the NAVD 88
 KF0198.geopotential number by the normal gravity value computed on the
 KF0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0198.degrees latitude (g = 980.6199 gals.).
 KF0198
 KF0198.The modeled gravity was interpolated from observed gravity values.
 KF0198
 KF0198;                    North         East    Units  Estimated Accuracy
 KF0198;SPC KS N     -    82,360.      571,720.      MT  (+/- 180 meters Scaled)
 KF0198
 KF0198                          SUPERSEDED SURVEY CONTROL
 KF0198
 KF0198  NGVD 29 (??/??/92)  314.340  (m)         1031.30   (f) ADJ UNCH    2 0
 KF0198
 KF0198.Superseded values are not recommended for survey control.
 KF0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0198.See file dsdata.txt to determine how the superseded data were derived.
 KF0198
 KF0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ582274(NAD 83)
 KF0198_MARKER: DR = REFERENCE MARK DISK
 KF0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0198_STAMPING: MAPLE NO 1 1970
 KF0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0198+STABILITY: SURFACE MOTION
 KF0198
 KF0198  HISTORY     - Date     Condition        Report By
 KF0198  HISTORY     - 1970     MONUMENTED       NGS
 KF0198  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KF0198
 KF0198                          STATION DESCRIPTION
 KF0198
 KF0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0198'14.8 MI E FROM ALMA.
 KF0198'ABOUT 14.8 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0198'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.5 MILE EAST OF
 KF0198'THE HIGHWAY BRIDGE OVER DRY CREEK, 0.3 MILE EAST OF THE HIGHWAY
 KF0198'OVERPASS FOR KEENE AND ESKRIDGE ROADS, ON THE TOP OF A CUT
 KF0198'THAT IS ABOUT 0.15 MILE LONG AND 20 FEET HIGH AT THE HIGHEST
 KF0198'POINT, 72 1/2 FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE
 KF0198'OF THE SOUTH LANES OF THE HIGHWAY, 2.6 FEET NORTH OF A FENCE,
 KF0198'88.00 FEET EAST OF THE STATION MARK, ABOUT 1 1/2 FEET BELOW THE
 KF0198'LEVEL OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST
 KF0198'WHICH PROJECTS 0.1 FOOT.  SECTION 31, T 11S, R 13E
 KF0198
 KF0198                          STATION RECOVERY (2005)
 KF0198
 KF0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KF0198'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. THE KANSAS STATE
 KF0198'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KF0198'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0196 ***********************************************************************
 KF0196  DESIGNATION -  MAPLE RM 2
 KF0196  PID         -  KF0196
 KF0196  STATE/COUNTY-  KS/WABAUNSEE
 KF0196  USGS QUAD   -  MAPLE HILL (1978)
 KF0196
 KF0196                         *CURRENT SURVEY CONTROL
 KF0196  ___________________________________________________________________
 KF0196* NAD 83(1986)-  39 03 30.     (N)    096 00 57.     (W)     SCALED    
 KF0196* NAVD 88     -       314.452  (meters)    1031.66   (feet)  ADJUSTED  
 KF0196  ___________________________________________________________________
 KF0196  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 KF0196  DYNAMIC HT  -         314.247 (meters)    1030.99  (feet)  COMP
 KF0196  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 KF0196
 KF0196  VERT ORDER  -  SECOND    CLASS 0
 KF0196
 KF0196.The horizontal coordinates were scaled from a topographic map and have
 KF0196.an estimated accuracy of +/- 6 seconds.
 KF0196
 KF0196.The orthometric height was determined by differential leveling
 KF0196.and adjusted by the National Geodetic Survey in June 1991..
 KF0196
 KF0196.The geoid height was determined by GEOID03.
 KF0196
 KF0196.The dynamic height is computed by dividing the NAVD 88
 KF0196.geopotential number by the normal gravity value computed on the
 KF0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0196.degrees latitude (g = 980.6199 gals.).
 KF0196
 KF0196.The modeled gravity was interpolated from observed gravity values.
 KF0196
 KF0196;                    North         East    Units  Estimated Accuracy
 KF0196;SPC KS N     -    82,360.      571,720.      MT  (+/- 180 meters Scaled)
 KF0196
 KF0196                          SUPERSEDED SURVEY CONTROL
 KF0196
 KF0196  NGVD 29 (??/??/92)  314.311  (m)         1031.20   (f) ADJ UNCH    2 0
 KF0196
 KF0196.Superseded values are not recommended for survey control.
 KF0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0196.See file dsdata.txt to determine how the superseded data were derived.
 KF0196
 KF0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ582274(NAD 83)
 KF0196_MARKER: DR = REFERENCE MARK DISK
 KF0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0196_STAMPING: MAPLE NO 2 1970
 KF0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0196+STABILITY: SURFACE MOTION
 KF0196
 KF0196  HISTORY     - Date     Condition        Report By
 KF0196  HISTORY     - 1970     MONUMENTED       NGS
 KF0196  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KF0196
 KF0196                          STATION DESCRIPTION
 KF0196
 KF0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0196'14.8 MI E FROM ALMA.
 KF0196'ABOUT 14.8 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0196'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.5 MILE EAST
 KF0196'OF THE HIGHWAY BRIDGE OVER DRY CREEK, 0.3 MILE EAST OF THE
 KF0196'HIGHWAY OVERPASS FOR KEENE AND ESKRIDGE ROADS, ON THE TOP OF
 KF0196'A CUT THAT IS ABOUT 0.15 MILE LONG AND 20 FEET HIGH AT THE
 KF0196'HIGHEST POINT, 72 1/2 FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER
 KF0196'LINE OF THE SOUTH LANES OF THE HIGHWAY, 4 FEET NORTHEAST OF THE
 KF0196'MIDDLE ONE OF 5 BRACE POLES IN A FENCE, 2.8 FEET NORTH OF THE
 KF0196'FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE STATION MARK, 88.20
 KF0196'FEET WEST OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE
 KF0196'POST WHICH PROJECTS 0.1 FOOT.  SECTION 31, T 11S, R 13E.
 KF0196
 KF0196                          STATION RECOVERY (2005)
 KF0196
 KF0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KF0196'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. THE KANSAS STATE
 KF0196'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KF0196'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1937 ***********************************************************************
 JE1937  DESIGNATION -  MARIAS
 JE1937  PID         -  JE1937
 JE1937  STATE/COUNTY-  KS/LINN
 JE1937  USGS QUAD   -  LA CYGNE (1978)
 JE1937
 JE1937                         *CURRENT SURVEY CONTROL
 JE1937  ___________________________________________________________________
 JE1937* NAD 83(1997)-  38 20 42.81443(N)    094 50 05.61729(W)     ADJUSTED  
 JE1937* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 JE1937  ___________________________________________________________________
 JE1937  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 JE1937  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE1937
 JE1937  HORZ ORDER  -  SECOND
 JE1937
 JE1937.The horizontal coordinates were established by classical geodetic methods
 JE1937.and adjusted by the National Geodetic Survey in October 1998..
 JE1937
 JE1937.The orthometric height was scaled from a topographic map.
 JE1937
 JE1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1937
 JE1937.The geoid height was determined by GEOID03.
 JE1937
 JE1937;                    North         East     Units Scale Factor Converg.
 JE1937;SPC KS S     -   592,594.482   720,306.210   MT  0.99996370   +2 15 08.3
 JE1937;UTM  15      - 4,245,712.926   339,653.003   MT  0.99991665   -1 08 19.0
 JE1937
 JE1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1937!SPC KS S     -   0.99995980  x   0.99996370  =   0.99992350
 JE1937!UTM  15      -   0.99995980  x   0.99991665  =   0.99987645
 JE1937
 JE1937|---------------------------------------------------------------------|
 JE1937| PID    Reference Object                     Distance      Geod. Az  |
 JE1937|                                                           dddmmss.s |
 JE1937| CN7369 MARIAS RM 1                          24.838 METERS 00355     |
 JE1937| CN7370 MARIAS RM 2                          19.148 METERS 07021     |
 JE1937| JE1934 LA CYGNE MUNICIPAL TANK             APPROX. 6.4 KM 0902107.8 |
 JE1937| CN7368 MARIAS AZ MK                                       2710459.6 |
 JE1937|---------------------------------------------------------------------|
 JE1937
 JE1937                          SUPERSEDED SURVEY CONTROL
 JE1937
 JE1937  NAD 83(1986)-  38 20 42.82171(N)    094 50 05.61456(W) AD(       ) 2
 JE1937  NAD 27      -  38 20 42.74500(N)    094 50 04.79200(W) AD(       ) 2
 JE1937
 JE1937.Superseded values are not recommended for survey control.
 JE1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1937.See file dsdata.txt to determine how the superseded data were derived.
 JE1937
 JE1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3965345713(NAD 83)
 JE1937_MARKER: DS = TRIANGULATION STATION DISK
 JE1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1937
 JE1937  HISTORY     - Date     Condition        Report By
 JE1937  HISTORY     - 1948     MONUMENTED       CGS
 JE1937  HISTORY     - 1970     GOOD             NGS
 JE1937
 JE1937                          STATION DESCRIPTION
 JE1937
 JE1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1937'THE STATION IS LOCATED ON A HIGH RIDGE ABOUT 4.0 MILES WEST OF
 JE1937'LA CYGNE, 55 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 35, 22
 JE1937'FEET SOUTH OF A FENCE, 13 FEET EAST OF A FENCE, AND 3 FEET EAST OF
 JE1937'A WITNESS POST.  IT PROJECTS 2 INCHES AND IS STAMPED MARIAS 1948.
 JE1937'
 JE1937'REFERENCE MARK NO. 1 IS 29 FEET EAST OF THE CENTER OF A DRIVEWAY,
 JE1937'26.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 35, 17 FEET EAST
 JE1937'OF A FENCE CORNER, AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS 2
 JE1937'INCHES AND IS STAMPED MARIAS NO 1 1948.
 JE1937'
 JE1937'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTER OF STATE
 JE1937'HIGHWAY 35 AND 1.0 FOOT SOUTH OF A FENCE.  IT PROJECTS ABOUT 10
 JE1937'INCHES AND IS STAMPED MARIAS NO 2 1948.
 JE1937'
 JE1937'AZIMUTH MARK IS 80 FEET NORTHEAST OF A POINT WHERE STATE HIGHWAY
 JE1937'35 STARTS TO CURVE TO THE SOUTH, 30 FEET NORTH OF THE CENTER OF
 JE1937'THE HIGHWAY, AND 1.0 FOOT SOUTHEAST OF A TELEPHONE POLE.  IT
 JE1937'PROJECTS 2 INCHES AND IS STAMPED MARIAS 1948.
 JE1937'
 JE1937'TO REACH THE STATION FROM THE MAIN INTERSECTION IN LA CYGNE, GO
 JE1937'WEST ON STATE HIGHWAY NO. 35 FOR 3.95 MILES TO THE TOP OF A
 JE1937'GRADE AND THE STATION ON THE LEFT AS DESCRIBED.
 JE1937'
 JE1937'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 JE1937'HIGHWAY NO. 35 FOR 0.75 MILE TO THE MARK ON RIGHT.
 JE1937'
 JE1937'A 74 FOOT SIGNAL AT LA CYGNE IS VISIBLE AT 4 FEET.
 JE1937'
 JE1937'AN 87 FOOT SIGNAL AT JINGO IS VISIBLE AT 4 FEET.
 JE1937'
 JE1937'A 74 FOOT SIGNAL AT LINCOLN IS VISIBLE AT 37 FEET.
 JE1937'
 JE1937'A 74 FOOT SIGNAL AT FERGUSON 1934 IS VISIBLE AT 64 FEET.
 JE1937'
 JE1937'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1937
 JE1937                          STATION RECOVERY (1970)
 JE1937
 JE1937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1937'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JE1937'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 JE1937'GOOD CONDITION.
 JE1937'
 JE1937'STATION MARK IS 55 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 135,
 JE1937'26.5 FEET SOUTH-SOUTHEAST OF A T-FENCE CORNER POST, 13.5 FEET
 JE1937'EAST OF A FENCE AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1937'
 JE1937'THE NOTES AND DESCRIPTION TO THE REFERENCE MARKS CHECKED.
 JE1937'
 JE1937'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 JE1937'7, 7.5 FEET EAST OF A POWERLINE POLE, 0.5 FEET NORTH OF A FENCE,
 JE1937'1.5 FEET NORTH OF A METAL WITNESS POST AND IS FLUSH WITH THE
 JE1937'SURFACE OF THE GROUND.  THE MARK IS NOT VISIBLE FROM THE STATION
 JE1937'AND ABOUT A 15 FOOT TRIPOD WOULD BE REQUIRED AT THE STATION TO
 JE1937'MAKE THE MARK VISIBLE AT THE STATION.
 JE1937'
 JE1937'TO REACH THE STATION FROM THE POST OFFICE IN LA CYGNE, GO WEST
 JE1937'ON STATE HIGHWAY 135 FOR 4.05 MILES TO A HOUSE ON THE RIGHT, WIRE
 JE1937'GATES AND THE STAION ON THE LEFT.  (CONTINUE WEST ON STATE
 JE1937'HIGHWAY 135 FOR 0.95 MILE TO THE AZIMUTH MARK ON THE RIGHT ABOUT
 JE1937'100 FEET EAST-NORTH-EAST OF A POINT WHERE THE HIGHWAY TURNS
 JE1937'SOUTH.)
 JE1937'
 JE1937'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 JE1937'WEST OF LA CYGNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0529 ***********************************************************************
 JH0529  DESIGNATION -  MARIE
 JH0529  PID         -  JH0529
 JH0529  STATE/COUNTY-  KS/WICHITA
 JH0529  USGS QUAD   -  MARIENTHAL (1976)
 JH0529
 JH0529                         *CURRENT SURVEY CONTROL
 JH0529  ___________________________________________________________________
 JH0529* NAD 83(1997)-  38 28 54.24441(N)    101 09 54.26587(W)     ADJUSTED  
 JH0529* NAVD 88     -       970.     (meters)    3182.     (feet)  SCALED    
 JH0529  ___________________________________________________________________
 JH0529  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 JH0529  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 JH0529
 JH0529  HORZ ORDER  -  SECOND
 JH0529
 JH0529.The horizontal coordinates were established by classical geodetic methods
 JH0529.and adjusted by the National Geodetic Survey in October 1998..
 JH0529
 JH0529.The orthometric height was scaled from a topographic map.
 JH0529
 JH0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0529
 JH0529.The geoid height was determined by GEOID03.
 JH0529
 JH0529;                    North         East     Units Scale Factor Converg.
 JH0529;SPC KS S     -   604,773.858   167,494.852   MT  0.99998431   -1 38 15.9
 JH0529;UTM  14      - 4,261,487.539   311,152.255   MT  1.00003921   -1 20 51.5
 JH0529
 JH0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0529!SPC KS S     -   0.99985160  x   0.99998431  =   0.99983592
 JH0529!UTM  14      -   0.99985160  x   1.00003921  =   0.99989081
 JH0529
 JH0529:                Primary Azimuth Mark                     Grid Az
 JH0529:SPC KS S     -  MODOC GANO ELEVATOR VENT                 087 31 12.0
 JH0529:UTM  14      -  MODOC GANO ELEVATOR VENT                 087 13 47.6
 JH0529
 JH0529|---------------------------------------------------------------------|
 JH0529| PID    Reference Object                     Distance      Geod. Az  |
 JH0529|                                                           dddmmss.s |
 JH0529| JH0523 MODOC GANO ELEVATOR VENT            APPROX. 7.4 KM 0855256.1 |
 JH0529| CM9038 MARIE RM 1                           44.174 METERS 09817     |
 JH0529| CM9039 MARIE RM 2                           40.737 METERS 26952     |
 JH0529|---------------------------------------------------------------------|
 JH0529
 JH0529                          SUPERSEDED SURVEY CONTROL
 JH0529
 JH0529  NAD 83(1986)-  38 28 54.24663(N)    101 09 54.26486(W) AD(       ) 2
 JH0529  NAD 27      -  38 28 54.16851(N)    101 09 52.70075(W) AD(       ) 2
 JH0529
 JH0529.Superseded values are not recommended for survey control.
 JH0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0529.See file dsdata.txt to determine how the superseded data were derived.
 JH0529
 JH0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH1115261488(NAD 83)
 JH0529_MARKER: DD = SURVEY DISK
 JH0529_SETTING: 0 = UNSPECIFIED SETTING
 JH0529
 JH0529  HISTORY     - Date     Condition        Report By
 JH0529  HISTORY     - 1967     MONUMENTED       USGS
 JH0529
 JH0529                          STATION DESCRIPTION
 JH0529
 JH0529'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0529'THE STATION IS LOCATED ABOUT 10.5 MI E. OF LEOTI, T. 18 S.,
 JH0529'R. 35 W., NEAR THE COR. OF SECS. 14, 15, 22 AND 23.
 JH0529'
 JH0529'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS. 96
 JH0529'AND 25 IN LEOTI, GO E. ON STATE HWY. 96, 10.5 MI TO A CROSSROADS
 JH0529'AND THE STATION ON THE RIGHT.
 JH0529'
 JH0529'STATION MARK IS 70 FT S., 112 FT W. OF CENTER OF CROSSROADS,
 JH0529'4 FT N. AND 2.5 FT W. OF TELEPHONE POLE, 1.5 FT N. OF USGS
 JH0529'WITNESS POST, STAMPED ET MARIE 1967.
 JH0529'
 JH0529'REFERENCE MARK NO. 1 IS ESE, OF THE STATION, 92 FT S. AND 32
 JH0529'FT E. OF THE CENTER OF CROSSROAD, 3 FT N. AND 1 FT W. OF POWER
 JH0529'LINE POLE, 1.5 FT W. OF E. RIGHT-OF-WAY FENCE, 1 FT W. OF USGS
 JH0529'WITNESS POST, STAMPED MARIE NO. 1 1967.
 JH0529'
 JH0529'REFERENCE MARK NO. 2 IS W. OF STATION, 70 FT S. OF CENTER OF
 JH0529'HWY., 3 FT N. OF TELEPHONE POLE, 1.7 FT N. OF USGS WITNESS POST,
 JH0529'STAMPED MARIE NO. 2 1967.
 JH0529'
 JH0529'CENTER OF VENTILATOR ON TOP OF HEAD HOUSE OF GANO ELEVATOR
 JH0529'LOCATED IN MODOC ABOUT 4.5 MI ENE. (AZIMUTH MARK).
 JH0529'
 JH0529'STATION MARK AND REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JH0529'ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON 1/2 IN.
 JH0529'COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES 12 IN.
 JH0529'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0719 ***********************************************************************
 JF0719  DESIGNATION -  MARION
 JF0719  PID         -  JF0719
 JF0719  STATE/COUNTY-  KS/MARION
 JF0719  USGS QUAD   -  MARION (1985)
 JF0719
 JF0719                         *CURRENT SURVEY CONTROL
 JF0719  ___________________________________________________________________
 JF0719* NAD 83(1986)-  38 20 52.     (N)    097 01 01.     (W)     SCALED    
 JF0719* NAVD 88     -       398.572  (meters)    1307.65   (feet)  ADJUSTED  
 JF0719  ___________________________________________________________________
 JF0719  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 JF0719  DYNAMIC HT  -         398.279 (meters)    1306.69  (feet)  COMP
 JF0719  MODELED GRAV-     979,883.0   (mgal)                       NAVD 88
 JF0719
 JF0719  VERT ORDER  -  SECOND    CLASS 0
 JF0719
 JF0719.The horizontal coordinates were scaled from a topographic map and have
 JF0719.an estimated accuracy of +/- 6 seconds.
 JF0719
 JF0719.The orthometric height was determined by differential leveling
 JF0719.and adjusted by the National Geodetic Survey in June 1991..
 JF0719
 JF0719.The geoid height was determined by GEOID03.
 JF0719
 JF0719.The dynamic height is computed by dividing the NAVD 88
 JF0719.geopotential number by the normal gravity value computed on the
 JF0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0719.degrees latitude (g = 980.6199 gals.).
 JF0719
 JF0719.The modeled gravity was interpolated from observed gravity values.
 JF0719
 JF0719;                    North         East    Units  Estimated Accuracy
 JF0719;SPC KS S     -   587,610.      529,630.      MT  (+/- 180 meters Scaled)
 JF0719
 JF0719                          SUPERSEDED SURVEY CONTROL
 JF0719
 JF0719  NGVD 29 (??/??/92)  398.412  (m)         1307.12   (f) ADJ UNCH    2 0
 JF0719
 JF0719.Superseded values are not recommended for survey control.
 JF0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0719.See file dsdata.txt to determine how the superseded data were derived.
 JF0719
 JF0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH732462(NAD 83)
 JF0719_MARKER: DB = BENCH MARK DISK
 JF0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0719_SP_SET: LIMESTONE BLOCK
 JF0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0719
 JF0719  HISTORY     - Date     Condition        Report By
 JF0719  HISTORY     - UNK      MONUMENTED       CGS
 JF0719  HISTORY     - 1934     GOOD             NGS
 JF0719
 JF0719                          STATION DESCRIPTION
 JF0719
 JF0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0719'IN MARION.
 JF0719'LOCATED IN THE NORTH SIDE OF THE CITY PARK.  165.3 FT.
 JF0719'EAST OF THE EAST END OF THE MAIN ST., BRIDGE OVER MUD CREEK.
 JF0719'39.3 FT. SOUTH OF THE SOUTH CURB OF MAIN ST.  42.3 FT. WEST
 JF0719'OF AN 18 IN BLACK WALNUT TREE.  22.7 FT. NORTH OF A 24 IN
 JF0719'ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1454 ***********************************************************************
 JF1454  DESIGNATION -  MARION
 JF1454  PID         -  JF1454
 JF1454  STATE/COUNTY-  KS/MARION
 JF1454  USGS QUAD   -  LINCOLNVILLE SW (1989)
 JF1454
 JF1454                         *CURRENT SURVEY CONTROL
 JF1454  ___________________________________________________________________
 JF1454* NAD 83(1997)-  38 21 41.35665(N)    096 56 39.24005(W)     ADJUSTED  
 JF1454* NAVD 88     -       444.     (meters)    1457.     (feet)  SCALED    
 JF1454  ___________________________________________________________________
 JF1454  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 JF1454  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 JF1454
 JF1454  HORZ ORDER  -  FIRST
 JF1454
 JF1454.The horizontal coordinates were established by classical geodetic methods
 JF1454.and adjusted by the National Geodetic Survey in October 1998..
 JF1454
 JF1454.The orthometric height was scaled from a topographic map.
 JF1454
 JF1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1454
 JF1454.The geoid height was determined by GEOID03.
 JF1454
 JF1454;                    North         East     Units Scale Factor Converg.
 JF1454;SPC KS S     -   589,237.444   535,962.378   MT  0.99996586   +0 57 21.8
 JF1454;UTM  14      - 4,247,924.343   679,610.186   MT  0.99999730   +1 16 34.3
 JF1454
 JF1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1454!SPC KS S     -   0.99993491  x   0.99996586  =   0.99990077
 JF1454!UTM  14      -   0.99993491  x   0.99999730  =   0.99993221
 JF1454
 JF1454:                Primary Azimuth Mark                     Grid Az
 JF1454:SPC KS S     -  YOUNGTOWN EVANGELICAL CH SPIRE           056 57 25.5
 JF1454:UTM  14      -  YOUNGTOWN EVANGELICAL CH SPIRE           056 38 13.0
 JF1454
 JF1454|---------------------------------------------------------------------|
 JF1454| PID    Reference Object                     Distance      Geod. Az  |
 JF1454|                                                           dddmmss.s |
 JF1454| JF1451 YOUNGTOWN EVANGELICAL CH SPIRE      APPROX.12.0 KM 0575447.3 |
 JF1454| JF1410 AMARILLO KANSAS CITY AWY BN 35      APPROX.49.7 KM 1205833.9 |
 JF1454| JF1455 FLORENCE GAS CO MICROWAVE           APPROX. 6.6 KM 1342758.2 |
 JF1454| CL4840 MARION RM 1                         137.843 METERS 15609     |
 JF1454| CL4841 MARION RM 2                          15.593 METERS 19348     |
 JF1454| JF1513 MARION W MUN TANK                   APPROX. 6.4 KM 2560534.6 |
 JF1454| JF1514 MARION CTHSE CLOCK TOWER            APPROX. 6.8 KM 2563014.4 |
 JF1454| CL4842 MARION RM 3                          25.855 METERS 26446     |
 JF1454| CL4839 MARION AZ MK                                       2670224.4 |
 JF1454| JF1512 MARION HWY COMM RAD MAST            APPROX. 6.1 KM 2703151.8 |
 JF1454| JF1508 PILSEN ST JOHNS NEPONUK CHURCH      APPROX.14.7 KM 3254547.6 |
 JF1454|---------------------------------------------------------------------|
 JF1454
 JF1454                          SUPERSEDED SURVEY CONTROL
 JF1454
 JF1454  NAD 83(1986)-  38 21 41.36669(N)    096 56 39.23860(W) AD(       ) 1
 JF1454  NAD 27      -  38 21 41.30205(N)    096 56 38.17128(W) AD(       ) 1
 JF1454
 JF1454.Superseded values are not recommended for survey control.
 JF1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1454.See file dsdata.txt to determine how the superseded data were derived.
 JF1454
 JF1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7961047924(NAD 83)
 JF1454_MARKER: DS = TRIANGULATION STATION DISK
 JF1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1454
 JF1454  HISTORY     - Date     Condition        Report By
 JF1454  HISTORY     - 1935     MONUMENTED       CGS
 JF1454  HISTORY     - 1968     GOOD             CGS
 JF1454  HISTORY     - 1972     GOOD             NGS
 JF1454
 JF1454                          STATION DESCRIPTION
 JF1454
 JF1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1454'STATION IS IN THE NORTHWEST QUARTER OF SECTION 36, T. 19 S., R.
 JF1454'4 E., ON A HIGH RIDGE ABOUT 2 MILES NORTH OF MARION, ON PROPERTY
 JF1454'OWNED BY MR. HILSENBECK.  TO REACH FROM THE POST OFFICE IN MARION,
 JF1454'GO EAST AND NORTH ON U.S. HIGHWAY 77 FOR 3.8 MILES, TURN RIGHT
 JF1454'(EAST) ONTO DIRT ROAD, GO 1.2 MILES, TURN RIGHT (SOUTH) INTO
 JF1454'LANE, GO 0.1 MILE TO STATION IN NORTHEAST CORNER OF BARNYARD.
 JF1454'MARK IS 100 FEET NORTHEAST OF WINDMILL, 15 FEET NORTH OF FENCE,
 JF1454'20 FEET WEST OF FENCE, AND IS FLUSH WITH THE GROUND.
 JF1454'
 JF1454'REFERENCE MARK NO. 1 IS SOUTH BY EAST OF STATION, 1 FOOT SOUTH
 JF1454'OF FENCE, 20 FEET WEST OF FENCE, AND PROJECTS 6 INCHES.
 JF1454'
 JF1454'REFERENCE MARK NO. 2 IS SOUTH BY WEST OF STATION, 1 FOOT EAST
 JF1454'OF FENCE, AND PROJECTS 4 INCHES.
 JF1454'
 JF1454'AZIMUTH MARK IS WEST OF STATION.  TO REACH, GO NORTH ALONG LANE
 JF1454'FOR 0.1 MILE, TURN LEFT (WEST), GO 0.55 MILE, TURN LEFT (SOUTH)
 JF1454'INTO LANE, GO 0.15 MILE TO MARK IN BARNYARD.  MARK IS 1 FOOT
 JF1454'WEST OF FENCE, 25 FEET SOUTHEAST OF WINDMILL, 25 FEET NORTH
 JF1454'OF BARN, AND PROJECTS 3 INCHES.
 JF1454'
 JF1454'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 JF1454'DESCRIBED.
 JF1454'
 JF1454'HEIGHT OF LIGHT ABOVE STATION MARK - 24 METERS.
 JF1454
 JF1454                          STATION RECOVERY (1968)
 JF1454
 JF1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1454'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JF1454'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JF1454'
 JF1454'TO REACH THE STATION FROM THE POST OFFICE IN MARION, GO EAST
 JF1454'ON U.S. HIGHWAY 56 FOR 2.9 MILES TO THE JUNCTION OF U.S. HIGHWAY
 JF1454'77.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 77 FOR 1.05 MILES TO
 JF1454'THE JUNCTION OF U.S. HIGHWAYS 56, 77, AND STATE HIGHWAY 150.
 JF1454'TURN RIGHT AND GO EAST ON STATE HIGHWAY 50 FOR 1.2 MILES TO A
 JF1454'DRIVEWAY LEADING TO FARM BUILDINGS.  TURN RIGHT AND GO SOUTH ON
 JF1454'DRIVEWAY FOR 0.1 MILE TO THE STATION WHICH IS EAST OF THE MOST
 JF1454'SOUTHERLY BUILDING.
 JF1454'
 JF1454'STATION MARK IS 129 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A
 JF1454'WINDMILL, 42 FEET EAST OF THE SOUTHEAST CORNER OF THE MOST
 JF1454'SOUTHERLY BUILDING, 20 FEET WEST OF A FENCE, AND 15 FEET NORTH OF
 JF1454'A FENCE.
 JF1454'
 JF1454'REFERENCE MARK NO. 1 IS 14 FEET WEST OF A FENCE CORNER AND 1 FOOT
 JF1454'SOUTH OF A FENCE.
 JF1454'
 JF1454'REFERENCE MARK NO. 2 IS 48 FEET SOUTH OF A FENCE CORNER AND 1
 JF1454'FOOT EAST OF A FENCE.
 JF1454'
 JF1454'AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 JF1454'
 JF1454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2
 JF1454'MILES NORTH OF MARION.
 JF1454
 JF1454                          STATION RECOVERY (1972)
 JF1454
 JF1454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1454'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 JF1454'RECOVERED.  REFERENCE MARK 2 WAS OBSTRUCTED BY A TREE AND THE
 JF1454'DISTANCE COULD NOT BE CHECKED.  A REFERENCE MARK 3 WAS ESTABLISHED.
 JF1454'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 AND THE AZIMUTH
 JF1454'MARK CHECKED.  THE DIRECTION TO REFERENCE MARK 2 CHECKED.  THE
 JF1454'DISTANCE BETWEEN THE REFERENCE MARKS COULD NOT BE MEASURED DUE
 JF1454'TO TREES, BRUSH AND FENCES.  FOLLOWING IS A NEW DESCRIPTION.
 JF1454'
 JF1454'THE STATION IS ABOUT 8 MILES NORTH AND 3/4 MILE WEST OF FLORENCE,
 JF1454'4 MILES EAST AND 1 MILE NORTH OF MARION AND 1-1/4 MILES EAST OF
 JF1454'U.S. HIGHWAY 56, IN THE NORTHWEST 1/4 OF SEC 36, T. 19 S., R. 4
 JF1454'E., AND ON THE PROPERTY OF MR. HILSENBECK.
 JF1454'
 JF1454'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND
 JF1454'56, ABOUT 3 MILES EAST OF MARION, GO NORTH ON U.S. HIGHWAYS 77
 JF1454'AND 56 FOR 1.0 MILE TO THE JUNCTION WITH STATE HIGHWAY 150.
 JF1454'TURN RIGHT AND GO EAST ON STATE HIGHWAY 150 FOR 1.0 MILE TO A
 JF1454'DRIVEWAY ON THE RIGHT*.  CONTINUE EAST ON STATE HIGHWAY 150 FOR
 JF1454'0.5 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 JF1454'ON DRIVEWAY FOR 0.05 MILE TO A FARM HOUSE ON THE RIGHT, A BARN
 JF1454'ON THE LEFT AND THE STATION JUST EAST OF THE BARN.
 JF1454'
 JF1454'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO
 JF1454'SOUTH ON DRIVEWAY FOR 0.1 MILE TO A FARM HOUSE ON THE RIGHT, A
 JF1454'BARN AND WINDMILL AND THE MARK ON THE LEFT.
 JF1454'
 JF1454'STATION MARK IS A STANDARD DISK, STAMPED MARION 1935, SET IN THE
 JF1454'TOP OF A 24-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 JF1454'GROUND.  IT IS 134.0 FEET SOUTHEAST OF THE CENTER OF AN OLD
 JF1454'WINDMILL, 42.5 FEET EAST OF THE SOUTHEAST CORNER OF A METAL FARM
 JF1454'BUILDING, 23.0 FEET WEST OF A FENCE AND 18.0 FEET NORTH OF A
 JF1454'FENCE.
 JF1454'
 JF1454'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MARION NO 1 1935,
 JF1454'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JF1454'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 19.0 FEET WEST OF A
 JF1454'T-FENCE CORNER AND 1.0 FOOT SOUTH OF A FENCE.
 JF1454'
 JF1454'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MARION NO 2 1935, SET
 JF1454'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 JF1454'FLUSH WITH THE GROUND.  IT IS 46.0 FEET SOUTH OF A FENCE CORNER
 JF1454'AND 1.0 FOOT EAST OF A FENCE.
 JF1454'
 JF1454'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MARION 1935 NO 3
 JF1454'1972, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH
 JF1454'THE GROUND.  IT IS 94.0 FEET SOUTH OF THE CENTER OF THE OLD
 JF1454'WINDMILL, 16.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JF1454'METAL FARM BUILDING AND 13.5 FEET SOUTH OF A METAL PIPE FENCE.
 JF1454'
 JF1454'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED MARION
 JF1454'AZI 1935, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JF1454'MONUMENT, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 25.0
 JF1454'FEET SOUTHEAST OF THE CENTER OF A WINDMILL, 15.0 FEET NORTHEAST
 JF1454'OF THE NORTHEAST CORNER OF A BARN AND 1.5 FEET EAST OF A FENCE.
 JF1454'
 JF1454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES EAST
 JF1454'AND 1 MILE NORTH OF MARION
 JF1454'
 JF1454'HEIGHT OF LIGHT ABOVE STATION MARK 60.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0609 ***********************************************************************
 KG0609  DESIGNATION -  MARION
 KG0609  PID         -  KG0609
 KG0609  STATE/COUNTY-  KS/LINCOLN
 KG0609  USGS QUAD   -  LINCOLN (1962)
 KG0609
 KG0609                         *CURRENT SURVEY CONTROL
 KG0609  ___________________________________________________________________
 KG0609* NAD 83(1997)-  39 07 03.98613(N)    098 12 48.34030(W)     ADJUSTED  
 KG0609* NAVD 88     -       498.     (meters)    1634.     (feet)  SCALED    
 KG0609  ___________________________________________________________________
 KG0609  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 KG0609  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 KG0609
 KG0609  HORZ ORDER  -  THIRD
 KG0609
 KG0609.The horizontal coordinates were established by classical geodetic methods
 KG0609.and adjusted by the National Geodetic Survey in October 1998..
 KG0609
 KG0609.The orthometric height was scaled from a topographic map.
 KG0609
 KG0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0609
 KG0609.The geoid height was determined by GEOID03.
 KG0609
 KG0609;                    North         East     Units Scale Factor Converg.
 KG0609;SPC KS N     -    87,103.248   381,542.965   MT  0.99995953   -0 08 06.1
 KG0609;UTM  14      - 4,330,140.704   567,998.043   MT  0.99965693   +0 29 46.6
 KG0609
 KG0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0609!SPC KS N     -   0.99992608  x   0.99995953  =   0.99988561
 KG0609!UTM  14      -   0.99992608  x   0.99965693  =   0.99958303
 KG0609
 KG0609|---------------------------------------------------------------------|
 KG0609| PID    Reference Object                     Distance      Geod. Az  |
 KG0609|                                                           dddmmss.s |
 KG0609| CN9950 MARION RM 2                          18.313 METERS 00210     |
 KG0609| CN9948 MARION AZ MK                                       0850836.9 |
 KG0609| CN9949 MARION RM 1                          16.700 METERS 08907     |
 KG0609| KG0610 LINCOLN MUNICIPAL TANK              APPROX.10.5 KM 1445152.5 |
 KG0609| KG0608 LINCOLN CO CTHSE CLOCK TOWER        APPROX.10.4 KM 1452341.0 |
 KG0609|---------------------------------------------------------------------|
 KG0609
 KG0609                          SUPERSEDED SURVEY CONTROL
 KG0609
 KG0609  NAD 83(1986)-  39 07 03.99485(N)    098 12 48.33958(W) AD(       ) 3
 KG0609  NAD 27      -  39 07 03.96800(N)    098 12 47.14500(W) AD(       ) 3
 KG0609
 KG0609.Superseded values are not recommended for survey control.
 KG0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0609.See file dsdata.txt to determine how the superseded data were derived.
 KG0609
 KG0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ6799830141(NAD 83)
 KG0609_MARKER: DS = TRIANGULATION STATION DISK
 KG0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0609+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2005
 KG0609
 KG0609  HISTORY     - Date     Condition        Report By
 KG0609  HISTORY     - 1950     MONUMENTED       CGS
 KG0609  HISTORY     - 1969     GOOD             CGS
 KG0609  HISTORY     - 20050126 GOOD             SKW
 KG0609
 KG0609                          STATION DESCRIPTION
 KG0609
 KG0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0609'THE STATION IS LOCATED ABOUT 7.75 MILES EAST AND 3.0 MILES
 KG0609'SOUTH OF ASH GROVE AND 5.25 MILES NORTH AND 3.3 MILES WEST
 KG0609'OF LINCOLN.  IT IS 103.0 FEET WEST OF A TRIANGLE BLAZED
 KG0609'TELEPHONE POLE, 31.0 FEET SOUTH OF THE CENTER OF A DIRT ROAD
 KG0609'AND 2.5 FEET SOUTH OF A FENCE LINE.  IT IS STAMPED MARION
 KG0609'1950 AND PROJECTS 4 INCHES.
 KG0609'
 KG0609'REFERENCE MARK NO. 1 IS 30.0 FEET SOUTH OF THE CENTER OF
 KG0609'A DIRT ROAD, 5.5 FEET WEST OF A ROCK POST AND 1.0 FOOT SOUTH
 KG0609'OF A FENCE LINE.  IT IS STAMPED MARION NO 1 1950 AND PROJECTS
 KG0609'2 INCHES.
 KG0609'
 KG0609'REFERENCE MARK NO. 2 IS 73.0 FEET EAST OF THE CENTER OF A
 KG0609'FIELD DRIVEWAY, 29.0 FEET NORTH OF THE CENTER OF A DIRT
 KG0609'ROAD AND 2.0 FEET EAST OF A WITNESS POST.  IT IS STAMPED
 KG0609'MARION NO 2 1950 AND PROJECTS 2 INCHES.
 KG0609'
 KG0609'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 79.12 FEET.
 KG0609'
 KG0609'THE AZIMUTH MARK IS 100.0 FEET NORTH OF THE NORTHWEST ANGLE
 KG0609'OF CROSSROADS, 28.0 FEET WEST OF THE CENTER OF A ROCK ROAD,
 KG0609'2.5 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 2.0 FEET SOUTH
 KG0609'OF A WITNESS POST AND 1.0 FOOT WEST OF A OLD FENCE LINE.
 KG0609'IT IS STAMPED MARION 1950 AND PROJECTS 3 INCHES.
 KG0609'
 KG0609'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 KG0609'NO. 14 AND NO. 18 DUE WEST OF THE BUSINESS DISTRICT IN LINCOLN,
 KG0609'GO NORTH ON STATE HIGHWAY NO. 14 FOR 3.4 MILES TO CROSSROADS,
 KG0609'TURN LEFT AND GO WEST FOR 2.2 MILES TO ANGLING CROSSROADS,
 KG0609'TURN RIGHT AND GO NORTHWEST AND NORTH ON A GRAVELED ROAD
 KG0609'FOR 2.35 MILES TO CROSSROADS, TURN LEFT AND GO WEST FOR
 KG0609'0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 KG0609'
 KG0609'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON A DIRT ROAD
 KG0609'FOR 0.35 MILE TO CROSSROADS, TURN LEFT AND GO NORTH ON A
 KG0609'ROCK ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT
 KG0609'AS DESCRIBED.
 KG0609
 KG0609                          STATION RECOVERY (1969)
 KG0609
 KG0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0609'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KG0609'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 KG0609'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 KG0609'ADEQUATE FOR RECOVERY.
 KG0609'
 KG0609'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 KG0609'
 KG0609'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 KG0609'
 KG0609'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 18
 KG0609'AT THE NORTHWEST SIDE OF LINCOLN, GO NORTH ON STATE HIGHWAY 14 FOR
 KG0609'4.65 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON A
 KG0609'BLADED ROAD FOR 3.05 MILES TO A CROSSROAD AND THE AZIMUTH MARK IS
 KG0609'0.05 MILE NORTH ON THE WEST SIDE OF A ROAD.  CONTINUE WEST ON THE
 KG0609'BLADED ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT.
 KG0609'
 KG0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5.5 MILES
 KG0609'SOUTHEAST OF LINCOLN.
 KG0609
 KG0609                          STATION RECOVERY (2005)
 KG0609
 KG0609'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2005 (CMC)
 KG0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1514 ***********************************************************************
 JF1514  DESIGNATION -  MARION CTHSE CLOCK TOWER
 JF1514  PID         -  JF1514
 JF1514  STATE/COUNTY-  KS/MARION
 JF1514  USGS QUAD   -  MARION (1985)
 JF1514
 JF1514                         *CURRENT SURVEY CONTROL
 JF1514  ___________________________________________________________________
 JF1514* NAD 83(1997)-  38 20 49.91263(N)    097 01 10.95709(W)     ADJUSTED  
 JF1514* NAVD 88     -                                                        
 JF1514  ___________________________________________________________________
 JF1514  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 JF1514  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 JF1514
 JF1514  HORZ ORDER  -  THIRD
 JF1514
 JF1514.The horizontal coordinates were established by classical geodetic methods
 JF1514.and adjusted by the National Geodetic Survey in October 1998..
 JF1514
 JF1514
 JF1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1514
 JF1514.The geoid height was determined by GEOID03.
 JF1514
 JF1514;                    North         East     Units Scale Factor Converg.
 JF1514;SPC KS S     -   587,544.068   529,392.007   MT  0.99996396   +0 54 34.8
 JF1514;UTM  14      - 4,246,194.301   673,049.247   MT  0.99996881   +1 13 44.1
 JF1514
 JF1514                          SUPERSEDED SURVEY CONTROL
 JF1514
 JF1514  NAD 83(1986)-  38 20 49.92292(N)    097 01 10.95512(W) AD(       ) 4
 JF1514  NAD 27      -  38 20 49.85905(N)    097 01 09.85886(W) AD(       ) 3
 JF1514
 JF1514.Superseded values are not recommended for survey control.
 JF1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1514.See file dsdata.txt to determine how the superseded data were derived.
 JF1514
 JF1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7304946194(NAD 83)
 JF1514_MARKER: 55 = TOWER
 JF1514
 JF1514  HISTORY     - Date     Condition        Report By
 JF1514  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1514
 JF1514                          STATION DESCRIPTION
 JF1514
 JF1514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1514'THE STATION, MARION COURTHOUSE CLOCK TOWER, IS THE CENTER OF THE
 JF1514'TOP OF THE CLOCK TOWER, LOCATED ATOP THE WEST SIDE OF THE
 JF1514'WEST SIDE OF THE MARION COUNTY COURTHOUSE.  THE STRUCTURE IS A
 JF1514'GREY ROCK BUILDING WITH AN OVERALL HEIGHT OF 100 FEET AND IS THE
 JF1514'PROPERTY OF MARION COUNTY.  IT IS LOCATED IN THE SOUTHEAST ANGLE
 JF1514'OF THIRD STREET AND WATER STREET IN MARION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1510 ***********************************************************************
 JF1510  DESIGNATION -  MARION E MUN TANK
 JF1510  PID         -  JF1510
 JF1510  STATE/COUNTY-  KS/MARION
 JF1510  USGS QUAD   -  MARION (1985)
 JF1510
 JF1510                         *CURRENT SURVEY CONTROL
 JF1510  ___________________________________________________________________
 JF1510* NAD 83(1997)-  38 21 06.51978(N)    097 00 10.58927(W)     ADJUSTED  
 JF1510* NAVD 88     -                                                        
 JF1510  ___________________________________________________________________
 JF1510  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JF1510  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 JF1510
 JF1510  HORZ ORDER  -  THIRD
 JF1510
 JF1510.The horizontal coordinates were established by classical geodetic methods
 JF1510.and adjusted by the National Geodetic Survey in October 1998..
 JF1510
 JF1510
 JF1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1510
 JF1510.The geoid height was determined by GEOID03.
 JF1510
 JF1510;                    North         East     Units Scale Factor Converg.
 JF1510;SPC KS S     -   588,079.455   530,849.423   MT  0.99996457   +0 55 11.9
 JF1510;UTM  14      - 4,246,737.808   674,503.668   MT  0.99997503   +1 14 22.1
 JF1510
 JF1510                          SUPERSEDED SURVEY CONTROL
 JF1510
 JF1510  NAD 83(1986)-  38 21 06.53026(N)    097 00 10.58899(W) AD(       ) 4
 JF1510  NAD 27      -  38 21 06.46067(N)    097 00 09.51323(W) AD(       ) 3
 JF1510
 JF1510.Superseded values are not recommended for survey control.
 JF1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1510.See file dsdata.txt to determine how the superseded data were derived.
 JF1510
 JF1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7450446738(NAD 83)
 JF1510_MARKER: 53 = ELEVATED TANK
 JF1510
 JF1510  HISTORY     - Date     Condition        Report By
 JF1510  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1510  HISTORY     - 20050611 GOOD             INDIV
 JF1510
 JF1510                          STATION DESCRIPTION
 JF1510
 JF1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1510'THE STATION IS THE CENTER OF THE BASE OF THE RISER OF AN ELEVATED
 JF1510'WATER TANK, PAINTED SILVER AND SUPPORTED BY 6 LEGS.  THE STRUCTURE
 JF1510'HAS AN OVERALL HEIGHT OF 95 FEET AND OWNED BY THE CITY OF MARION.
 JF1510'
 JF1510'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET (U.S. HIGHWAY
 JF1510'56) AND FIRST STREET IN DOWNTOWN MARION, GO EAST ON MAIN STREET FOR
 JF1510'1.05 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON PAVED
 JF1510'ROAD FOR 0.25 MILE TO THE TANK ON THE RIGHT.
 JF1510'
 JF1510'A MEASUREMENT WAS MADE FROM TRIANGULATION STATION EAST, THE DISTANCE
 JF1510'BEING 18.963 METERS OR (62.21 FT.) SOUTH-SOUTHWEST OF THE STATION.
 JF1510
 JF1510                          STATION RECOVERY (2005)
 JF1510
 JF1510'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JF1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1460 ***********************************************************************
 JF1460  DESIGNATION -  MARION HILL LUTHERAN CH SPIRE
 JF1460  PID         -  JF1460
 JF1460  STATE/COUNTY-  KS/MORRIS
 JF1460  USGS QUAD   -  WHITE CITY (1971)
 JF1460
 JF1460                         *CURRENT SURVEY CONTROL
 JF1460  ___________________________________________________________________
 JF1460* NAD 83(1997)-  38 51 19.91511(N)    096 40 11.18911(W)     ADJUSTED  
 JF1460* NAVD 88     -                                                        
 JF1460  ___________________________________________________________________
 JF1460  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JF1460  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 JF1460
 JF1460  HORZ ORDER  -  THIRD
 JF1460
 JF1460.The horizontal coordinates were established by classical geodetic methods
 JF1460.and adjusted by the National Geodetic Survey in October 1998..
 JF1460
 JF1460
 JF1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1460
 JF1460.The geoid height was determined by GEOID03.
 JF1460
 JF1460;                    North         East     Units Scale Factor Converg.
 JF1460;SPC KS N     -    58,817.620   515,460.188   MT  0.99998049   +0 50 30.0
 JF1460;UTM  14      - 4,303,325.344   702,199.962   MT  1.00010348   +1 27 44.6
 JF1460
 JF1460                          SUPERSEDED SURVEY CONTROL
 JF1460
 JF1460  NAD 83(1986)-  38 51 19.92214(N)    096 40 11.18809(W) AD(       ) 4
 JF1460  NAD 27      -  38 51 19.91384(N)    096 40 10.16809(W) AD(       ) 3
 JF1460
 JF1460.Superseded values are not recommended for survey control.
 JF1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1460.See file dsdata.txt to determine how the superseded data were derived.
 JF1460
 JF1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0220003325(NAD 83)
 JF1460_MARKER: 90 = CHURCH SPIRE
 JF1460
 JF1460  HISTORY     - Date     Condition        Report By
 JF1460  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1460
 JF1460                          STATION DESCRIPTION
 JF1460
 JF1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1460'THE STATION IS THE APEX OF THE SPIRE OF THE MARION HILL
 JF1460'LUTHERAN CHURCH, WHICH IS LOCATED ABOUT 6-1/2 MILES NORTHWEST
 JF1460'OF WHITE CITY AND 5 MILES WEST OF DWIGHT.  THE CHURCH IS A
 JF1460'STONE BUILDING WITH A WOODEN BELFRY AND SPIRE OVER THE NORTH
 JF1460'ENTRANCE.  THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 50 FEET.
 JF1460'
 JF1460'TO REACH THE CHURCH FROM THE JUNCTION OF STATE HIGHWAYS 4
 JF1460'AND 57 IN DWIGHT, GO NORTH ON HIGHWAY 57 FOR 0.2 MILE TO A
 JF1460'RAILROAD UNDERPASS AND A GRAVEL ROAD WEST.  TURN LEFT AND GO
 JF1460'WEST ON THE GRAVEL ROAD FOR 0.1 MILE TO A T ROAD.  TURN LEFT
 JF1460'AND GO SOUTH AND THEN WEST ON THE GRAVELED ROAD FOR 3.8 MILES
 JF1460'TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO NORTH ON GRAVELED
 JF1460'ROAD FOR 1.0 MILE TO A GRAVEL CROSSROAD.  TURN LEFT AND GO WEST
 JF1460'ON THE GRAVELED ROAD FOR 0.1 MILE TO THE CHURCH ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1512 ***********************************************************************
 JF1512  DESIGNATION -  MARION HWY COMM RAD MAST
 JF1512  PID         -  JF1512
 JF1512  STATE/COUNTY-  KS/MARION
 JF1512  USGS QUAD   -  MARION (1985)
 JF1512
 JF1512                         *CURRENT SURVEY CONTROL
 JF1512  ___________________________________________________________________
 JF1512* NAD 83(1997)-  38 21 43.12412(N)    097 00 51.78508(W)     ADJUSTED  
 JF1512* NAVD 88     -                                                        
 JF1512  ___________________________________________________________________
 JF1512  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 JF1512  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 JF1512
 JF1512  HORZ ORDER  -  THIRD
 JF1512
 JF1512.The horizontal coordinates were established by classical geodetic methods
 JF1512.and adjusted by the National Geodetic Survey in October 1998..
 JF1512
 JF1512
 JF1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1512
 JF1512.The geoid height was determined by GEOID03.
 JF1512
 JF1512;                    North         East     Units Scale Factor Converg.
 JF1512;SPC KS S     -   589,191.941   529,831.333   MT  0.99996592   +0 54 46.6
 JF1512;UTM  14      - 4,247,844.606   673,479.380   MT  0.99997064   +1 13 57.5
 JF1512
 JF1512                          SUPERSEDED SURVEY CONTROL
 JF1512
 JF1512  NAD 83(1986)-  38 21 43.13427(N)    097 00 51.78297(W) AD(       ) 4
 JF1512  NAD 27      -  38 21 43.06854(N)    097 00 50.68506(W) AD(       ) 3
 JF1512
 JF1512.Superseded values are not recommended for survey control.
 JF1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1512.See file dsdata.txt to determine how the superseded data were derived.
 JF1512
 JF1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7347947845(NAD 83)
 JF1512_MARKER: 42 = RADIO/TV MAST
 JF1512
 JF1512  HISTORY     - Date     Condition        Report By
 JF1512  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1512
 JF1512                          STATION DESCRIPTION
 JF1512
 JF1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1512'THE STATION, MARION HIGHWAY COMMISSION RADIO MAST KAF 387, IS
 JF1512'THE LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST, THAT IS PAINTED
 JF1512'RED AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 195
 JF1512'FEET AND IS OWNED BY THE KANSAS STATE HIGHWAY COMMISSION.  IT
 JF1512'IS LOCATED WITHIN THE FENCED AREA OF THE HIGHWAY DEPARTMENT WORK
 JF1512'SHOP AND STORAGE YARD AND IS 94 FEET WEST OF THE NORTHWEST
 JF1512'CORNER OF A CONCRETE BLOCK BUILDING.
 JF1512'
 JF1512'TO REACH FROM THE JUNCITON OF MAIN STREET, (U.S. HIGHWAY 56)
 JF1512'AND CEDAR STREET IN MARION, GO NORTH ON CEDAR STREET FOR 1.0
 JF1512'MILE TO THE MAST ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1513 ***********************************************************************
 JF1513  DESIGNATION -  MARION W MUN TANK
 JF1513  PID         -  JF1513
 JF1513  STATE/COUNTY-  KS/MARION
 JF1513  USGS QUAD   -  MARION (1985)
 JF1513
 JF1513                         *CURRENT SURVEY CONTROL
 JF1513  ___________________________________________________________________
 JF1513* NAD 83(1997)-  38 20 51.35562(N)    097 00 55.26763(W)     ADJUSTED  
 JF1513* NAVD 88     -                                                        
 JF1513  ___________________________________________________________________
 JF1513  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 JF1513  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 JF1513
 JF1513  HORZ ORDER  -  THIRD
 JF1513
 JF1513.The horizontal coordinates were established by classical geodetic methods
 JF1513.and adjusted by the National Geodetic Survey in October 1998..
 JF1513
 JF1513
 JF1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1513
 JF1513.The geoid height was determined by GEOID03.
 JF1513
 JF1513;                    North         East     Units Scale Factor Converg.
 JF1513;SPC KS S     -   587,594.611   529,772.215   MT  0.99996401   +0 54 44.5
 JF1513;UTM  14      - 4,246,246.963   673,429.170   MT  0.99997043   +1 13 53.9
 JF1513
 JF1513                          SUPERSEDED SURVEY CONTROL
 JF1513
 JF1513  NAD 83(1986)-  38 20 51.36591(N)    097 00 55.26561(W) AD(       ) 4
 JF1513  NAD 27      -  38 20 51.30164(N)    097 00 54.16537(W) AD(       ) 3
 JF1513
 JF1513.Superseded values are not recommended for survey control.
 JF1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1513.See file dsdata.txt to determine how the superseded data were derived.
 JF1513
 JF1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7342946247(NAD 83)
 JF1513_MARKER: 53 = ELEVATED TANK
 JF1513
 JF1513  HISTORY     - Date     Condition        Report By
 JF1513  HISTORY     - 1935     FIRST OBSERVED   CGS
 JF1513  HISTORY     - 1972     GOOD             NGS
 JF1513
 JF1513                          STATION DESCRIPTION
 JF1513
 JF1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1513'POINT OBSERVED UPON WAS THE FINIAL AT THE MUNICIPAL SILVER WATER
 JF1513'TANK ON THE EAST SIDE OF THE TOWN OF MARION.  TANK IS ON A HILL
 JF1513'AT THE JUNCITON OF LOCUST STREET AND U.S. HIGHWAY 77.  TANK IS
 JF1513'100 FEET HIGH.
 JF1513'
 JF1513'OBSERVATIONS WERE MADE FROM MARION, LOUIS AND KAISER.
 JF1513
 JF1513                          STATION RECOVERY (1972)
 JF1513
 JF1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1513'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE TOP
 JF1513'CENTER OF THE ELEVATED WATER TANK, SUPPORTED BY FOUR TRUSS WORK
 JF1513'LEGS, PAINTED SILVER AND HAS MARION LETTERED ON THE EAST AND WEST
 JF1513'SIDE.  THE STRUCTURE IS 125 FEET HIGH AND IS LOCATED 0.1 MILE
 JF1513'NORTHWEST OF THE JUNCTION OF LINCOLN AND WELDON STREETS IN MARION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0851 ***********************************************************************
 KF0851  DESIGNATION -  MARK NEAR FREY
 KF0851  PID         -  KF0851
 KF0851  STATE/COUNTY-  KS/DICKINSON
 KF0851  USGS QUAD   -  BUCKEYE (1964)
 KF0851
 KF0851                         *CURRENT SURVEY CONTROL
 KF0851  ___________________________________________________________________
 KF0851* NAD 83(1997)-  39 01 27.32587(N)    097 10 24.39307(W)     ADJUSTED  
 KF0851* NAVD 88     -       415.     (meters)    1362.     (feet)  SCALED    
 KF0851  ___________________________________________________________________
 KF0851  LAPLACE CORR-          -9.20  (seconds)                    DEFLEC99
 KF0851  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 KF0851
 KF0851  HORZ ORDER  -  SECOND
 KF0851
 KF0851.The horizontal coordinates were established by classical geodetic methods
 KF0851.and adjusted by the National Geodetic Survey in October 1998..
 KF0851
 KF0851.The orthometric height was scaled from a topographic map.
 KF0851
 KF0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0851
 KF0851.The geoid height was determined by GEOID03.
 KF0851
 KF0851;                    North         East     Units Scale Factor Converg.
 KF0851;SPC KS N     -    77,026.613   471,573.721   MT  0.99996462   +0 31 22.7
 KF0851;UTM  14      - 4,321,055.659   658,116.404   MT  0.99990785   +1 09 01.2
 KF0851
 KF0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0851!SPC KS N     -   0.99993935  x   0.99996462  =   0.99990397
 KF0851!UTM  14      -   0.99993935  x   0.99990785  =   0.99984721
 KF0851
 KF0851                          SUPERSEDED SURVEY CONTROL
 KF0851
 KF0851  NAD 83(1986)-  39 01 27.33367(N)    097 10 24.39267(W) AD(       ) 2
 KF0851  NAD 27      -  39 01 27.33900(N)    097 10 23.32600(W) AD(       ) 2
 KF0851
 KF0851.Superseded values are not recommended for survey control.
 KF0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0851.See file dsdata.txt to determine how the superseded data were derived.
 KF0851
 KF0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5811621056(NAD 83)
 KF0851_MARKER: V = STONE MONUMENT
 KF0851_SETTING: 0 = UNSPECIFIED SETTING
 KF0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0851
 KF0851  HISTORY     - Date     Condition        Report By
 KF0851  HISTORY     - 1935     MONUMENTED       CGS
 KF0851
 KF0851                          STATION DESCRIPTION
 KF0851
 KF0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0851'STATION IS A 6- BY 6-INCH MARBLE POST INSCRIBED ON TOP WITH A
 KF0851'CROSS AND THE LETTERS USGS.  MARK IS ABOUT 2 INCHES ABOVE
 KF0851'THE GROUND.  REACHED FROM INDUSTRY THE SAME AS TRIANGULATION
 KF0851'STATION FREY ABOVE.  A TIE WAS MADE TO THIS STATION FROM STATION
 KF0851'FREY, DISTANT 8.90 FEET (2.714 METERS).  DIRECTION WAS ALSO
 KF0851'OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0848 ***********************************************************************
 KF0848  DESIGNATION -  MARK NEAR WILMER 2
 KF0848  PID         -  KF0848
 KF0848  STATE/COUNTY-  KS/DICKINSON
 KF0848  USGS QUAD   -  UPLAND (1963)
 KF0848
 KF0848                         *CURRENT SURVEY CONTROL
 KF0848  ___________________________________________________________________
 KF0848* NAD 83(1997)-  39 07 16.40069(N)    097 02 22.66823(W)     ADJUSTED  
 KF0848* NAVD 88     -       407.     (meters)    1335.     (feet)  SCALED    
 KF0848  ___________________________________________________________________
 KF0848  LAPLACE CORR-          -9.99  (seconds)                    DEFLEC99
 KF0848  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 KF0848
 KF0848  HORZ ORDER  -  SECOND
 KF0848
 KF0848.The horizontal coordinates were established by classical geodetic methods
 KF0848.and adjusted by the National Geodetic Survey in October 1998..
 KF0848
 KF0848.The orthometric height was scaled from a topographic map.
 KF0848
 KF0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0848
 KF0848.The geoid height was determined by GEOID03.
 KF0848
 KF0848;                    North         East     Units Scale Factor Converg.
 KF0848;SPC KS N     -    87,904.696   483,046.322   MT  0.99995939   +0 36 27.5
 KF0848;UTM  14      - 4,332,058.576   669,468.648   MT  0.99995364   +1 14 14.0
 KF0848
 KF0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0848!SPC KS N     -   0.99994064  x   0.99995939  =   0.99990003
 KF0848!UTM  14      -   0.99994064  x   0.99995364  =   0.99989428
 KF0848
 KF0848                          SUPERSEDED SURVEY CONTROL
 KF0848
 KF0848  NAD 83(1986)-  39 07 16.40771(N)    097 02 22.66758(W) AD(       ) 2
 KF0848  NAD 27      -  39 07 16.41900(N)    097 02 21.61500(W) AD(       ) 2
 KF0848
 KF0848.Superseded values are not recommended for survey control.
 KF0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0848.See file dsdata.txt to determine how the superseded data were derived.
 KF0848
 KF0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6946932059(NAD 83)
 KF0848_MARKER: Z = SEE DESCRIPTION
 KF0848_SETTING: 0 = UNSPECIFIED SETTING
 KF0848
 KF0848  HISTORY     - Date     Condition        Report By
 KF0848  HISTORY     - 1934     MONUMENTED       CGS
 KF0848  HISTORY     - 1935     GOOD             CGS
 KF0848
 KF0848                          STATION DESCRIPTION
 KF0848
 KF0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LEC)
 KF0848'TO REACH FROM CLAY CENTER, GO SOUTH ON STATE HIGHWAY 15 FOR
 KF0848'ABOUT 17 MILES TO A POINT WHERE THE ROAD TURNS EAST TO INDUSTRY
 KF0848'(2.5 MILES EAST OF INDUSTRY), THENCE LEFT (EAST) FOR 4.0 MILES
 KF0848'TO CROSS ROAD, THENCE RIGHT (SOUTH) FOR 1.0 MILE TO CROSS ROAD,
 KF0848'THENCE LEFT (EAST) FOR 0.8 MILE TO LANE, THENCE LEFT (NORTH)
 KF0848'FOR 0.2 MILE TO THE CREST OF HILL, AND THENCE RIGHT (EAST)
 KF0848'ACROSS FIELD ABOUT 0.1 MILE TO THE STATION.
 KF0848'
 KF0848'A U.S.C. AND G.S. AND STATE SURVEY BENCH MARK BEARING NO NAME,
 KF0848'NUMBER, DATE OR ELEVATION WAS RECOVERED AT THIS STATION.
 KF0848'IT IS ABOUT 2 FEET UNDERGROUND AND 19 FEET NORTH OF THE STATION
 KF0848'WILMER 2.
 KF0848
 KF0848                          STATION RECOVERY (1935)
 KF0848
 KF0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0848'BENCH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KF0848'A TIE WAS MADE FROM STATION WILMER 2 WHICH WAS 19.00 FEET
 KF0848'SOUTH OF BENCH MARK.  MARK IS SET 18 INCHES BELOW SURFACE OF
 KF0848'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1109 ***********************************************************************
 HF1109  DESIGNATION -  MARLIN
 HF1109  PID         -  HF1109
 HF1109  STATE/COUNTY-  KS/GREENWOOD
 HF1109  USGS QUAD   -  FALL RIVER LAKE (1975)
 HF1109
 HF1109                         *CURRENT SURVEY CONTROL
 HF1109  ___________________________________________________________________
 HF1109* NAD 83(1997)-  37 44 22.78714(N)    096 04 15.90085(W)     ADJUSTED  
 HF1109* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 HF1109  ___________________________________________________________________
 HF1109  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 HF1109  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 HF1109
 HF1109  HORZ ORDER  -  FIRST
 HF1109
 HF1109.The horizontal coordinates were established by classical geodetic methods
 HF1109.and adjusted by the National Geodetic Survey in October 1998..
 HF1109
 HF1109.The orthometric height was scaled from a topographic map.
 HF1109
 HF1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1109
 HF1109.The geoid height was determined by GEOID03.
 HF1109
 HF1109;                    North         East     Units Scale Factor Converg.
 HF1109;SPC KS S     -   521,874.337   614,052.773   MT  0.99994072   +1 29 33.5
 HF1109;UTM  14      - 4,180,970.333   758,085.885   MT  1.00042050   +1 47 37.3
 HF1109;UTM  15      - 4,181,372.274   229,383.882   MT  1.00050212   -1 52 51.1
 HF1109
 HF1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1109!SPC KS S     -   0.99994594  x   0.99994072  =   0.99988666
 HF1109!UTM  14      -   0.99994594  x   1.00042050  =   1.00036642
 HF1109!UTM  15      -   0.99994594  x   1.00050212  =   1.00044803
 HF1109
 HF1109|---------------------------------------------------------------------|
 HF1109| PID    Reference Object                     Distance      Geod. Az  |
 HF1109|                                                           dddmmss.s |
 HF1109| CL4847 MARLIN RM 1                          18.938 METERS 00318     |
 HF1109| CL4848 MARLIN RM 2                          21.435 METERS 13116     |
 HF1109| CL4846 MARLIN AZ MK                                       1695538.2 |
 HF1109|---------------------------------------------------------------------|
 HF1109
 HF1109                          SUPERSEDED SURVEY CONTROL
 HF1109
 HF1109  NAD 83(1997)-  37 44 22.78883(N)    096 04 15.89435(W) AD(       ) 1
 HF1109  NAD 83(1986)-  37 44 22.79510(N)    096 04 15.88139(W) AD(       ) 1
 HF1109  NAD 27      -  37 44 22.66402(N)    096 04 14.90207(W) AD(       ) 1
 HF1109
 HF1109.Superseded values are not recommended for survey control.
 HF1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1109.See file dsdata.txt to determine how the superseded data were derived.
 HF1109
 HF1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG5808680970(NAD 83)
 HF1109_MARKER: DS = TRIANGULATION STATION DISK
 HF1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1109
 HF1109  HISTORY     - Date     Condition        Report By
 HF1109  HISTORY     - 1940     MONUMENTED       CGS
 HF1109  HISTORY     - 1968     GOOD             USGS
 HF1109
 HF1109                          STATION DESCRIPTION
 HF1109
 HF1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1109'STATION IS ABOUT 6.5 MILES S OF NEAL AND 8 MILES SW OF TORONTO,
 HF1109'ON A PROMINENT PASTURE KNOLL, IN THE SE 1/4 OF SECTION 34, T
 HF1109'26 S, R 12 E.  IT IS ON LAND OWNED BY MR. MARLIN OF EUREKA.
 HF1109'STATION MARK IS STAMPED MARLIN 1940 AND PROJECTS 2 INCHES.
 HF1109'IT IS 5.5 FEET N OF A WHITE REFERENCE POST.
 HF1109'
 HF1109'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1109'BRONZE DISKS SET IN CONCRETE.
 HF1109'
 HF1109'REFERENCE MARK NO. 1 IS STAMPED MARLIN NO. 1 1940 AND PROJECTS
 HF1109'3 INCHES.
 HF1109'
 HF1109'REFERENCE MARK NO. 2 IS STAMPED MARLIN NO. 2 1940 AND PROJECTS
 HF1109'6 INCHES.
 HF1109'
 HF1109'AZIMUTH MARK IS STAMPED MARLIN 1940 AND PROJECTS 4 INCHES.
 HF1109'IT IS 24 FEET W OF THE CENTER OF A FARM ROAD, 3 FEET W OF A
 HF1109'FENCE, 3 FEET S OF A WHITE REFERENCE POST AND 6 FEET NNW
 HF1109'OF A FENCE CORNER AT A WIRE GATE.
 HF1109'
 HF1109'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEAL, GO SE
 HF1109'AND E 1 MILE ON A DIRT ROAD TO A T-ROAD RIGHT, (S) TURN RIGHT
 HF1109'AND GO 1.4 MILES ON MAIN ROAD TO A FORD OVER CREEK, CONTINUE
 HF1109'S FOR 4.5 MILES TO A T-ROAD RIGHT, (W) TURN RIGHT AND GO 1
 HF1109'MILE TO A T-ROAD LEFT, (S) TURN LEFT AND GO 0.7 MILE TO TOP
 HF1109'OF RIDGE AND GATE INTO PASTURE ON THE RIGHT, (W) SIDE OF
 HF1109'THE ROAD, TURN RIGHT THROUGH GATE AND GO 0.05 MILE ACROSS
 HF1109'PASTURE TO HIGHEST POINT AND STATION.
 HF1109'
 HF1109'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 HF1109
 HF1109                          STATION RECOVERY (1968)
 HF1109
 HF1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HF1109'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK FOUND IN GOOD
 HF1109'CONDITION AS DESCRIBED.  DISTANCES AND DIRECTIONS TO AZI MK
 HF1109'AND REF. MKS CHECKED.  DESCRIPTION TO MARKS FOUND TO BE ADEQUATE,
 HF1109'EXCEPT RM NO 2 IS SE AND RM NO. 1 IS N OF THE STATION.
 HF1109'
 HF1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6.5
 HF1109'MI S OF NEAL AND 8 MI SW OF TORONTO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LG0753 ***********************************************************************
 LG0753  DESIGNATION -  MARSHALL
 LG0753  PID         -  LG0753
 LG0753  STATE/COUNTY-  KS/MARSHALL
 LG0753  USGS QUAD   -  LIBERTY SE (1965)
 LG0753
 LG0753                         *CURRENT SURVEY CONTROL
 LG0753  ___________________________________________________________________
 LG0753* NAD 83(1997)-  40 00 02.87992(N)    096 16 22.91194(W)     ADJUSTED  
 LG0753* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 LG0753  ___________________________________________________________________
 LG0753  LAPLACE CORR-          -7.72  (seconds)                    DEFLEC99
 LG0753  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 LG0753
 LG0753  HORZ ORDER  -  SECOND
 LG0753
 LG0753.The horizontal coordinates were established by classical geodetic methods
 LG0753.and adjusted by the National Geodetic Survey in October 1998..
 LG0753
 LG0753.The orthometric height was scaled from a topographic map.
 LG0753
 LG0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 LG0753
 LG0753.The geoid height was determined by GEOID03.
 LG0753
 LG0753;                    North         East     Units Scale Factor Converg.
 LG0753;SPC KS N     -   186,524.879   547,468.146   MT  1.00004252   +1 05 33.6
 LG0753;SPC NE       -    25,453.535   818,157.865   MT  0.99999964   +2 28 11.5
 LG0753;UTM  14      - 4,431,408.375   732,785.967   MT  1.00026716   +1 45 13.2
 LG0753
 LG0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LG0753!SPC KS N     -   0.99993780  x   1.00004252  =   0.99998032
 LG0753!SPC NE       -   0.99993780  x   0.99999964  =   0.99993744
 LG0753!UTM  14      -   0.99993780  x   1.00026716  =   1.00020495
 LG0753
 LG0753:                Primary Azimuth Mark                     Grid Az
 LG0753:SPC KS N     -  PAWNEE CITY MUN STANDPIPE                037 20 29.6
 LG0753:SPC NE       -  PAWNEE CITY MUN STANDPIPE                035 57 51.7
 LG0753:UTM  14      -  PAWNEE CITY MUN STANDPIPE                036 40 50.0
 LG0753
 LG0753|---------------------------------------------------------------------|
 LG0753| PID    Reference Object                     Distance      Geod. Az  |
 LG0753|                                                           dddmmss.s |
 LG0753| LG1015 PAWNEE CITY MUN STANDPIPE           APPROX.16.4 KM 0382603.2 |
 LG0753| KF0996 AXTELL ST MICHAELS CATH CH          APPROX.14.1 KM 1740844.8 |
 LG0753| KF0998 AXTELL MUNICIPAL TANK               APPROX.14.4 KM 1750641.4 |
 LG0753| KF0992 SUMMERFIELD HOLY FAMILY CH          APPROX. 6.5 KM 2635402.8 |
 LG0753| KF0993 SUMMERFIELD MUNICIPAL TANK          APPROX. 6.4 KM 2680309.0 |
 LG0753| CL7421 MARSHALL RM 2                        17.419 METERS 26839     |
 LG0753| CL7419 MARSHALL AZ MK                                     2720832.5 |
 LG0753| CL7420 MARSHALL RM 1                        13.274 METERS 35044     |
 LG0753|---------------------------------------------------------------------|
 LG0753
 LG0753                          SUPERSEDED SURVEY CONTROL
 LG0753
 LG0753  NAD 83(1997)-  40 00 02.88008(N)    096 16 22.91099(W) AD(       ) 2
 LG0753  NAD 83(1986)-  40 00 02.88723(N)    096 16 22.90939(W) AD(       ) 2
 LG0753  NAD 27      -  40 00 02.88600(N)    096 16 21.86800(W) AD(       ) 2
 LG0753
 LG0753.Superseded values are not recommended for survey control.
 LG0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LG0753.See file dsdata.txt to determine how the superseded data were derived.
 LG0753
 LG0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQK3278631408(NAD 83)
 LG0753_MARKER: DS = TRIANGULATION STATION DISK
 LG0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LG0753
 LG0753  HISTORY     - Date     Condition        Report By
 LG0753  HISTORY     - 1947     MONUMENTED       CGS
 LG0753  HISTORY     - 1956     POOR             USGS
 LG0753  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LG0753  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LG0753
 LG0753                          STATION DESCRIPTION
 LG0753
 LG0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 LG0753'THE STATION IS ABOUT 4 MILES EAST OF SUMMERFIELD, 0.1 MILE EAST OF
 LG0753'T ROAD INTERSECTION, 23 FEET SOUTH OF THE CENTER OF A DIRT
 LG0753'ROAD AND 2 FEET NORTH OF AN EAST-WEST FENCE.  IT IS STAMPED MARSHAL
 LG0753'1947 AND PROJECTS 1 INCH.
 LG0753'
 LG0753'REFERENCE MARK NO. 1 IS 20 FEET NORTH OF THE CENTER OF A DIRT
 LG0753'ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.  IT IS STAMPED
 LG0753'MARSHALL NO 1 1947 AND PROJECTS 4 INCHES.
 LG0753'
 LG0753'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF THE CENTER OF A DIRT
 LG0753'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  IT IS STAMPED
 LG0753'MARSHALL NO 2 1947 AND PROJECTS 2 INCHES.
 LG0753'
 LG0753'AZIMUTH MARK IS ABOUT 150 YARDS EAST OF A FARM HOUSE, 37 FEET
 LG0753'NORTH OF THE CENTER OF A DIRT ROAD, 2 FEET EAST OF A 4 X 4
 LG0753'INCH WITNESS POST AND 0.5 FOOT SOUTH OF AN EAST-WEST FENCE.
 LG0753'IT IS STAMPED MARSHALL 1947 AND PROJECTS 3 INCHES.
 LG0753'
 LG0753'TO REACH THE STATION FROM THE STATE LINE ROAD IN THE NORTH
 LG0753'EDGE OF SUMMERFIELD, GO EAST ON THE STATE LINE ROAD FOR 3.65
 LG0753'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON STATE
 LG0753'LINE ROAD FOR 0.35 MILE TO THE STATION OF THE RIGHT AS DESCRIBED.
 LG0753'
 LG0753'A 47 FOOT SIGNAL AT ALLISON IS VISIBLE AT 15 FEET.
 LG0753'
 LG0753'A 47 FOOT SIGNAL AT CLEAR CREEK IS VISIBLE AT 4 FEET.
 LG0753'
 LG0753'A 74 FOOT SIGNAL AT BALLEYVILLE IS VISIBLE AT 4 FEET.
 LG0753'
 LG0753'A 74 FOOT SIGNAL AT SUMMERFIELD IS VISIBLE AT 15 FEET.
 LG0753'
 LG0753'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LG0753
 LG0753                          STATION RECOVERY (1956)
 LG0753
 LG0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LG0753'STATION AND REFERENCE MARK 2 ARE LYING ON TOP OF THE GROUND
 LG0753'ALONG THE FENCE.
 LG0753
 LG0753                          STATION RECOVERY (1965)
 LG0753
 LG0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 LG0753'THE STATION SURFACE MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH
 LG0753'MARK MONUMENTS WERE FOUND LYING ALONG THE ROAD, NO EVIDENCE OF
 LG0753'REFERENCE MARK NO. 1 OR THE SUB-SURFACE MARK COULD BE FOUND, THE
 LG0753'STATION HAS BEEN DESTROYED BY WIDING OF THE ROAD.
 LG0753
 LG0753                          STATION RECOVERY (1966)
 LG0753
 LG0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LG0753'THE STATION, R.M. NO. 2 AND THE AZIMUTH MARK FOUND DESTROYED.
 LG0753'R.M. NO. 1 WAS NOT RECOVERED AND HAS EVIDENTLY BEEN DESTROYED.
 LG0753'THERE WERE NO OBJECTS AVAILABLE FOR MEASUREMENTS TO SEARCH FOR THE
 LG0753'UNDERGROUND MARK.  IT IS POSSIBLE THAT THIS MARK HAS ALSO BEEN
 LG0753'DESTROYED AS IT APPEARS THAT THE SITE IS IN THE PRESENT GRADER
 LG0753'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0671 ***********************************************************************
 KF0671  DESIGNATION -  MARSHALL FIELD
 KF0671  PID         -  KF0671
 KF0671  STATE/COUNTY-  KS/GEARY
 KF0671  USGS QUAD   -  JUNCTION CITY (1982)
 KF0671
 KF0671                         *CURRENT SURVEY CONTROL
 KF0671  ___________________________________________________________________
 KF0671* NAD 83(1997)-  39 03 27.50625(N)    096 45 53.10238(W)     ADJUSTED  
 KF0671* NAVD 88     -       322.556  (meters)    1058.25   (feet)  ADJUSTED  
 KF0671  ___________________________________________________________________
 KF0671  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 KF0671  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 KF0671  DYNAMIC HT  -         322.337 (meters)    1057.53  (feet)  COMP
 KF0671  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 KF0671
 KF0671  HORZ ORDER  -  SECOND
 KF0671  VERT ORDER  -  FIRST     CLASS II
 KF0671
 KF0671.This mark is at Marshall Aaf Airport (FRI)
 KF0671
 KF0671.The horizontal coordinates were established by classical geodetic methods
 KF0671.and adjusted by the National Geodetic Survey in October 1998..
 KF0671
 KF0671.The orthometric height was determined by differential leveling
 KF0671.and adjusted by the National Geodetic Survey in June 1991..
 KF0671
 KF0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0671
 KF0671.The geoid height was determined by GEOID03.
 KF0671
 KF0671.The dynamic height is computed by dividing the NAVD 88
 KF0671.geopotential number by the normal gravity value computed on the
 KF0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0671.degrees latitude (g = 980.6199 gals.).
 KF0671
 KF0671.The modeled gravity was interpolated from observed gravity values.
 KF0671
 KF0671;                    North         East     Units Scale Factor Converg.
 KF0671;SPC KS N     -    81,135.118   506,911.009   MT  0.99996250   +0 46 53.6
 KF0671;UTM  14      - 4,325,550.879   693,407.234   MT  1.00006062   +1 24 31.9
 KF0671
 KF0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0671!SPC KS N     -   0.99995406  x   0.99996250  =   0.99991656
 KF0671!UTM  14      -   0.99995406  x   1.00006062  =   1.00001468
 KF0671
 KF0671:                Primary Azimuth Mark                     Grid Az
 KF0671:SPC KS N     -  FORT RILEY RNG TWR CENTER OF 5           026 44 17.2
 KF0671:UTM  14      -  FORT RILEY RNG TWR CENTER OF 5           026 06 38.9
 KF0671
 KF0671|---------------------------------------------------------------------|
 KF0671| PID    Reference Object                     Distance      Geod. Az  |
 KF0671|                                                           dddmmss.s |
 KF0671| KF1085 FORT RILEY RNG TWR CENTER OF 5      APPROX. 6.9 KM 0273110.8 |
 KF0671| KF0672 MARSHALL FIELD RM 1                  20.117 METERS 13138     |
 KF0671| KF1109 FORT RILEY MARSHALL AIRFIELD BEACON APPROX. 1.3 KM 1330514.3 |
 KF0671| KF1102 FORT RILEY MARSHALL AIRFIELD BEACON APPROX. 1.3 KM 1332029.1 |
 KF0671| CL7422 MARSHALL FIELD AZ MK                               1782630.5 |
 KF0671| KF0673 MARSHALL FIELD RM 2                  17.415 METERS 22107     |
 KF0671| KF1096 FORT RILEY MARSHALL FIELD TANK      470.859 METERS 2323806.4 |
 KF0671|---------------------------------------------------------------------|
 KF0671
 KF0671                          SUPERSEDED SURVEY CONTROL
 KF0671
 KF0671  NAD 83(1986)-  39 03 27.51229(N)    096 45 53.10057(W) AD(       ) 2
 KF0671  NAD 27      -  39 03 27.52300(N)    096 45 52.07500(W) AD(       ) 2
 KF0671  NGVD 29 (??/??/92)  322.429  (m)         1057.84   (f) ADJ UNCH    1 2
 KF0671
 KF0671.Superseded values are not recommended for survey control.
 KF0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0671.See file dsdata.txt to determine how the superseded data were derived.
 KF0671
 KF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9340725551(NAD 83)
 KF0671_MARKER: DS = TRIANGULATION STATION DISK
 KF0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0671_SP_SET: CONCRETE POST
 KF0671_STAMPING: MARSHALL FIELD 1947
 KF0671_MARK LOGO: CGS   
 KF0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0671+STABILITY: SURFACE MOTION
 KF0671
 KF0671  HISTORY     - Date     Condition        Report By
 KF0671  HISTORY     - 1947     MONUMENTED       CGS
 KF0671  HISTORY     - 1952     GOOD             CGS
 KF0671  HISTORY     - 1965     SEE DESCRIPTION  CGS
 KF0671  HISTORY     - 1965     GOOD             NGS
 KF0671  HISTORY     - 1966     GOOD             CGS
 KF0671  HISTORY     - 1970     GOOD             NGS
 KF0671  HISTORY     - 1983     GOOD             NGS
 KF0671  HISTORY     - 1986     GOOD             NGS
 KF0671
 KF0671                          STATION DESCRIPTION
 KF0671
 KF0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0671'THE STATION IS LOCATED NEAR THE CONTROL TOWER AT MARSHALL
 KF0671'AIRFIELD ON THE FORT RILEY MILITARY RESERVATION.  IT IS 69 FEET
 KF0671'WEST OF THE WEST EDGE OF THE TAXI STRIP AND 38.5 FEET SOUTHEAST OF
 KF0671'THE SOUTHEAST CORNER OF THE FIRE STATION.  IT IS STAMPED MARSHALL
 KF0671'FIELD 1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KF0671'
 KF0671'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE AT THE WEST EDGE OF
 KF0671'THE TAXI STRIP, 105 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KF0671'FIRE STATION.  IT IS STAMPED MARSHALL FIELD NO 1 1947 AND IS
 KF0671'FLUSH WITH THE SURFACE OF THE CONCRETE.
 KF0671'
 KF0671'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE AT THE SOUTH EDGE
 KF0671'OF THE RAMP IN FRONT OF THE FIRE STATION.  IT IS 20.5 FEET WEST OF
 KF0671'THE SOUTHEAST CORNER OF THE RAMP AND 55 FEET SOUTHEAST OF THE
 KF0671'SOUTHEAST CORNER OF THE CONTROL TOWER.  IT IS STAMPED MARSHALL
 KF0671'FIELD NO 2 1947 AND IS FLUSH WITH THE SURFACE OF THE CONCRETE.
 KF0671'
 KF0671'AZIMUTH MARK IS SET IN A DRILL HOLE AT THE SOUTHEAST CORNER OF
 KF0671'RUNWAY NO. 36.  IT IS AT THE SOUTH EDGE OF THE CONCRETE, 9.5
 KF0671'FEET WEST OF THE SOUTHEAST CORNER.  IT IS STAMPED MARSHALL FIELD
 KF0671'1947 AND IS FLUSH WITH THE CONCRETE.
 KF0671'
 KF0671'A 10 FOOT SIGNAL AT OGDEN 1935 IS VISIBLE AT 50 FEET.
 KF0671'
 KF0671'A 47 FOOT SIGNAL AT D.F.Y. IS VISIBLE FROM THE GROUND.
 KF0671'
 KF0671'A 4 FOOT SIGNAL AT MCDOWELL IS VISIBLE AT 37 FEET.
 KF0671'
 KF0671'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KF0671
 KF0671                          STATION RECOVERY (1952)
 KF0671
 KF0671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLP)
 KF0671'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KF0671'IN GOOD CONDITION.
 KF0671
 KF0671                          STATION RECOVERY (1965)
 KF0671
 KF0671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0671'THE STATION MARK RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KF0671'CONDITION, EXCEPT IT IS NOW ABOUT 8-INCHES BELOW THE SURFACE OF
 KF0671'THE GROUND.
 KF0671'
 KF0671'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KF0671'CONDITION, IT IS 67 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BASE
 KF0671'OPERATION BUILDING, THE PART THAT HOUSES THE FIRE TRUCKS, 62.5 FEET
 KF0671'SOUTHEAST OF CENTER OF THE BAY WINDOW OF THE OPERATIONS BUILDING
 KF0671'NO. 839, AND 5 INCHES NORTH OF THE SOUTH EDGE OF THE RAMP ALONG
 KF0671'THE SOUTH SIDE OF THE BUILDING.
 KF0671'
 KF0671'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.
 KF0671
 KF0671                          STATION RECOVERY (1965)
 KF0671
 KF0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KF0671'AT MARSHALL FIELD.
 KF0671'AT MARSHALL U.S. ARMY AIR FIELD, AT BUILDING NO. 839, BASE
 KF0671'OPERATIONS AND CONTROL TOWER BUILDING, 38 FEET SOUTHEAST
 KF0671'OF THE SOUTHEAST CORNER, 22 FEET EAST OF THE SOUTHEAST END OF
 KF0671'THE EAST CONCRETE CURB OF THE DRIVEWAY LEADING TO THE BASE
 KF0671'FIRE DEPARTMENT.  A STANDARD TRIANGULATION STATION DISK, STAMPED,
 KF0671'MARSHALL FIELD 1947, IN THE TOP OF A CONCRETE MONUMENT AND
 KF0671'8-INCHES BELOW THE SURFACE OF THE GROUND.
 KF0671
 KF0671                          STATION RECOVERY (1966)
 KF0671
 KF0671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF0671'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE STATION
 KF0671'MARK IS AT A PARKING AREA, 69 FEET WEST OF THE WEST EDGE OF A TAXI
 KF0671'STRIP, 38.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRE
 KF0671'STATION AND 6 INCHES NORTHEAST OF THE END OF A PIPE THAT IS ABOUT
 KF0671'FLUSH WITH THE GROUND.  THE STATION MARK IS ABOUT 8 INCHES BELOW
 KF0671'THE SURFACE.
 KF0671'
 KF0671'THE REFERENCE MARKS AND THE AZIMUTH MARK RECOVERED AS DESCRIBED AND
 KF0671'FOUND IN GOOD CONDITION.
 KF0671
 KF0671                          STATION RECOVERY (1970)
 KF0671
 KF0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0671'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KF0671'RECOVERED AS DESCRIBED IN 1947 AND FOUND IN GOOD CONDITION.  THE TO
 KF0671'REACH IS ADEQUATE.  THE STATION MARK IS NOW ABOUT 8 INCHES BELOW
 KF0671'THE SURFACE OF THE GROUND DUE TO THE RESURFACING OF THE AREA
 KF0671'AROUND THE CONTROL TOWER WITH GRAVEL.  THE STATION WAS OCCUPIED
 KF0671'FOR RECOVERY PURPOSES ONLY.
 KF0671'
 KF0671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES
 KF0671'NORTHEAST OF JUNCTION CITY.
 KF0671
 KF0671                          STATION RECOVERY (1983)
 KF0671
 KF0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (JWB)
 KF0671'THE STATION, RM 1 AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 KF0671'THE STATION IS NOW APPROXIMATELY 1 FOOT BELOW THE SURFACE OF THE
 KF0671'GROUND.
 KF0671'
 KF0671'RM 2 HAS HAD THE DISK SHEARED OFF BUT THE SHANK WAS RECOVERED.
 KF0671'
 KF0671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MARSHALL
 KF0671'ARMY AIR FIELD.
 KF0671
 KF0671                          STATION RECOVERY (1986)
 KF0671
 KF0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0672 ***********************************************************************
 KF0672  DESIGNATION -  MARSHALL FIELD RM 1
 KF0672  PID         -  KF0672
 KF0672  STATE/COUNTY-  KS/GEARY
 KF0672  USGS QUAD   -  JUNCTION CITY (1982)
 KF0672
 KF0672                         *CURRENT SURVEY CONTROL
 KF0672  ___________________________________________________________________
 KF0672* NAD 83(1986)-  39 03 27.     (N)    096 45 53.     (W)     SCALED    
 KF0672* NAVD 88     -       322.912  (meters)    1059.42   (feet)  ADJUSTED  
 KF0672  ___________________________________________________________________
 KF0672  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 KF0672  DYNAMIC HT  -         322.693 (meters)    1058.70  (feet)  COMP
 KF0672  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 KF0672
 KF0672  VERT ORDER  -  FIRST     CLASS II
 KF0672
 KF0672.This mark is at Marshall Aaf Airport (FRI)
 KF0672
 KF0672.The horizontal coordinates were scaled from a topographic map and have
 KF0672.an estimated accuracy of +/- 6 seconds.
 KF0672
 KF0672.The orthometric height was determined by differential leveling
 KF0672.and adjusted by the National Geodetic Survey in June 1991..
 KF0672
 KF0672.The geoid height was determined by GEOID03.
 KF0672
 KF0672.The dynamic height is computed by dividing the NAVD 88
 KF0672.geopotential number by the normal gravity value computed on the
 KF0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0672.degrees latitude (g = 980.6199 gals.).
 KF0672
 KF0672.The modeled gravity was interpolated from observed gravity values.
 KF0672
 KF0672;                    North         East    Units  Estimated Accuracy
 KF0672;SPC KS N     -    81,120.      506,910.      MT  (+/- 180 meters Scaled)
 KF0672
 KF0672                          SUPERSEDED SURVEY CONTROL
 KF0672
 KF0672  NGVD 29 (??/??/92)  322.785  (m)         1059.00   (f) ADJ UNCH    1 2
 KF0672
 KF0672.Superseded values are not recommended for survey control.
 KF0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0672.See file dsdata.txt to determine how the superseded data were derived.
 KF0672
 KF0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ934255(NAD 83)
 KF0672_MARKER: DR = REFERENCE MARK DISK
 KF0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0672_SP_SET: TAXIWAY
 KF0672_STAMPING: MARSHALL FIELD NO 1 1947
 KF0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0672
 KF0672  HISTORY     - Date     Condition        Report By
 KF0672  HISTORY     - 1947     MONUMENTED       CGS
 KF0672  HISTORY     - 1965     GOOD             NGS
 KF0672  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0672
 KF0672                          STATION DESCRIPTION
 KF0672
 KF0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0672'AT US ARMY MARSHALL FIELD.
 KF0672'AT THE U.S. ARMY MARSHALL FIELD, AT BUILDING NO. 839, BASE
 KF0672'OPERATIONS BUILDING, 104.2 FEET SOUTHEAST OF THE SOUTHEAST
 KF0672'CORNER OF THE BUILDING, IN THE NORTHWEST AND SOUTHWEST CONCRETE
 KF0672'TAXIWAY.  A STANDARD TRIANGULATION REFERENCE MARK DISK, STAMPED,
 KF0672'MARSHALL FIELD NO 1 1947, SET IN A DRILL HOLE 0.4 FOOT SOUTHEAST
 KF0672'OF THE NORTHWEST EDGE OF THE TAXIWAY.
 KF0672
 KF0672                          STATION RECOVERY (1986)
 KF0672
 KF0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0672'THE STEM OF THE DISK IS ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0673 ***********************************************************************
 KF0673  DESIGNATION -  MARSHALL FIELD RM 2
 KF0673  PID         -  KF0673
 KF0673  STATE/COUNTY-  KS/GEARY
 KF0673  USGS QUAD   -  JUNCTION CITY (1982)
 KF0673
 KF0673                         *CURRENT SURVEY CONTROL
 KF0673  ___________________________________________________________________
 KF0673* NAD 83(1986)-  39 03 27.     (N)    096 45 53.     (W)     SCALED    
 KF0673* NAVD 88     -       322.620  (meters)    1058.46   (feet)  ADJUSTED  
 KF0673  ___________________________________________________________________
 KF0673  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 KF0673  DYNAMIC HT  -         322.401 (meters)    1057.74  (feet)  COMP
 KF0673  MODELED GRAV-     979,939.8   (mgal)                       NAVD 88
 KF0673
 KF0673  VERT ORDER  -  FIRST     CLASS II
 KF0673
 KF0673.This mark is at Marshall Aaf Airport (FRI)
 KF0673
 KF0673.The horizontal coordinates were scaled from a topographic map and have
 KF0673.an estimated accuracy of +/- 6 seconds.
 KF0673
 KF0673.The orthometric height was determined by differential leveling
 KF0673.and adjusted by the National Geodetic Survey in June 1991..
 KF0673
 KF0673.The geoid height was determined by GEOID03.
 KF0673
 KF0673.The dynamic height is computed by dividing the NAVD 88
 KF0673.geopotential number by the normal gravity value computed on the
 KF0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0673.degrees latitude (g = 980.6199 gals.).
 KF0673
 KF0673.The modeled gravity was interpolated from observed gravity values.
 KF0673
 KF0673;                    North         East    Units  Estimated Accuracy
 KF0673;SPC KS N     -    81,120.      506,910.      MT  (+/- 180 meters Scaled)
 KF0673
 KF0673                          SUPERSEDED SURVEY CONTROL
 KF0673
 KF0673  NGVD 29 (??/??/92)  322.493  (m)         1058.05   (f) ADJ UNCH    1 2
 KF0673
 KF0673.Superseded values are not recommended for survey control.
 KF0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0673.See file dsdata.txt to determine how the superseded data were derived.
 KF0673
 KF0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ934255(NAD 83)
 KF0673_MARKER: DR = REFERENCE MARK DISK
 KF0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0673_SP_SET: CONCRETE CAMP
 KF0673_STAMPING: MARSHALL FIELD NO 2 1947
 KF0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0673
 KF0673  HISTORY     - Date     Condition        Report By
 KF0673  HISTORY     - 1947     MONUMENTED       CGS
 KF0673  HISTORY     - 1965     GOOD             NGS
 KF0673  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0673
 KF0673                          STATION DESCRIPTION
 KF0673
 KF0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0673'AT US ARMY MARSHALL FIELD.
 KF0673'AT THE U.S. ARMY MARSHALL AIR FIELD, AT BUILDING NO. 839 BASE
 KF0673'OPERATIONS BUILDING, 65.9 FEET SOUTH OF THE CONCRETE SUPPORT
 KF0673'COLUMN WHICH IS BETWEEN THE TWO LARGE ENTRANCE DOORS TO THE
 KF0673'BASE FIRE DEPARTMENT, IN TOP OF THE CONCRETE RAMP ON THE SOUTH
 KF0673'(FRONT) SIDE OF THE OPERATIONS BUILDING, 20.7 FEET WEST OF THE
 KF0673'SOUTHWEST CORNER OF THE RAMP AND 0.4 FOOT NORTH OF THE SOUTH
 KF0673'SIDE.  A STANDARD TRIANGULATION REFERENCE MARK DISK SET IN A
 KF0673'DRILL HOLE, STAMPED, MARSHALL FIELD NO 2 1947.
 KF0673
 KF0673                          STATION RECOVERY (1986)
 KF0673
 KF0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0673'THE STEM OF THE DISK IS ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0411 ***********************************************************************
 HF0411  DESIGNATION -  MARTIN
 HF0411  PID         -  HF0411
 HF0411  STATE/COUNTY-  KS/BUTLER
 HF0411  USGS QUAD   -  AUGUSTA SE (1979)
 HF0411
 HF0411                         *CURRENT SURVEY CONTROL
 HF0411  ___________________________________________________________________
 HF0411* NAD 83(1997)-  37 33 47.40902(N)    096 45 40.76635(W)     ADJUSTED  
 HF0411* NAVD 88     -       437.922  (meters)    1436.75   (feet)  ADJUSTED  
 HF0411  ___________________________________________________________________
 HF0411  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 HF0411  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0411  DYNAMIC HT  -         437.569 (meters)    1435.59  (feet)  COMP
 HF0411  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 HF0411
 HF0411  HORZ ORDER  -  SECOND
 HF0411  VERT ORDER  -  SECOND    CLASS 0
 HF0411
 HF0411.The horizontal coordinates were established by classical geodetic methods
 HF0411.and adjusted by the National Geodetic Survey in October 1998..
 HF0411
 HF0411.The orthometric height was determined by differential leveling
 HF0411.and adjusted by the National Geodetic Survey in June 1991..
 HF0411
 HF0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0411
 HF0411.The geoid height was determined by GEOID03.
 HF0411
 HF0411.The dynamic height is computed by dividing the NAVD 88
 HF0411.geopotential number by the normal gravity value computed on the
 HF0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0411.degrees latitude (g = 980.6199 gals.).
 HF0411
 HF0411.The modeled gravity was interpolated from observed gravity values.
 HF0411
 HF0411;                    North         East     Units Scale Factor Converg.
 HF0411;SPC KS S     -   500,930.190   553,597.766   MT  0.99995494   +1 04 06.5
 HF0411;UTM  14      - 4,159,705.082   697,722.963   MT  1.00008157   +1 21 54.8
 HF0411
 HF0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0411!SPC KS S     -   0.99993589  x   0.99995494  =   0.99989083
 HF0411!UTM  14      -   0.99993589  x   1.00008157  =   1.00001745
 HF0411
 HF0411|---------------------------------------------------------------------|
 HF0411| PID    Reference Object                     Distance      Geod. Az  |
 HF0411|                                                           dddmmss.s |
 HF0411| HF0412 MARTIN RM 1                          36.329 METERS 09607     |
 HF0411| HF0410 MARTIN RM 2                          30.699 METERS 21048     |
 HF0411| HF1174 BLOOM                               APPROX. 1.7 KM 3412157.8 |
 HF0411|---------------------------------------------------------------------|
 HF0411
 HF0411                          SUPERSEDED SURVEY CONTROL
 HF0411
 HF0411  NAD 83(1997)-  37 33 47.41182(N)    096 45 40.75245(W) AD(       ) 2
 HF0411  NAD 83(1986)-  37 33 47.42074(N)    096 45 40.75706(W) AD(       ) 2
 HF0411  NAD 27      -  37 33 47.34932(N)    096 45 39.65876(W) AD(       ) 2
 HF0411  NGVD 29 (??/??/92)  437.753  (m)         1436.19   (f) ADJ UNCH    2 0
 HF0411
 HF0411.Superseded values are not recommended for survey control.
 HF0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0411.See file dsdata.txt to determine how the superseded data were derived.
 HF0411
 HF0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9772359705(NAD 83)
 HF0411_MARKER: DS = TRIANGULATION STATION DISK
 HF0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0411_STAMPING: MARTIN 1962
 HF0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0411+STABILITY: SURFACE MOTION
 HF0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF0411+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 HF0411
 HF0411  HISTORY     - Date     Condition        Report By
 HF0411  HISTORY     - 1962     MONUMENTED       CGS
 HF0411  HISTORY     - 1962     GOOD             CGS
 HF0411  HISTORY     - 20060815 GOOD             INDIV
 HF0411
 HF0411                          STATION DESCRIPTION
 HF0411
 HF0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0411'THE STATION IS ABOUT 8-1/2 MILES SOUTH OF LEON, 7 MILES WEST
 HF0411'OF LATHAM, 1/2 MILE EAST OF A COUNTY ROAD, AT THE SOUTHWEST END
 HF0411'OF A GROUP OF TREES AND ON LAND FARMED BY MR. M.W. MARTIN.
 HF0411'
 HF0411'TO REACH THE STATION FROM THE POST OFFICE IN LEON, GO SOUTH
 HF0411'ON A BLACKTOP ROAD FOR 0.6 MILE TO STATE HIGHWAY 96.  TURN
 HF0411'RIGHT, WEST, ON HIGHWAY 96 FOR 0.05 MILE TO A SIDE ROAD ON THE
 HF0411'LEFT.  TURN LEFT, SOUTH, ON A BLACKTOP ROAD FOR 2.0 MILES TO A
 HF0411'T-INTERSECTION.  BEAR LEFT, EAST, ON THE BLACKTOP ROAD FOR 0.5
 HF0411'MILE TO A ROAD FORK.  BEAR RIGHT, SOUTH, ON THE BLACKTOP
 HF0411'ROAD FOR 5.0 MILES TO A CROSSROAD.  CONTINUE AHEAD, SOUTH,
 HF0411'ON A GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.
 HF0411'TURN LEFT, EAST, ON A GRAVELED ROAD FOR 0.5 MILE TO A FIELD
 HF0411'ROAD ON THE RIGHT AND THE STATION ON THE LEFT, 93 FEET WEST
 HF0411'OF A GRAVELED DRIVEWAY LEADING TO THE FARMHOME OF MR. M.W.
 HF0411'MARTIN.
 HF0411'
 HF0411'STATION MARKS ARE STANDARD DISKS STAMPED MARTIN 1962.  THE
 HF0411'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HF0411'WITH THE SURFACE OF THE GROUND.  IT IS 103 FEET WEST OF THE
 HF0411'INTERSECTION OF THE GRAVELED ROAD AND THE GRAVELED DRIVEWAY,
 HF0411'40 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 21 FEET
 HF0411'NORTHEAST OF A CORNER FENCE POST AND 13 FEET EAST OF A FENCE.
 HF0411'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HF0411'38 INCHES BELOW THE SURFACE OF THE GROUND.
 HF0411'
 HF0411'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MARTIN NO 1
 HF0411'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HF0411'IT IS 27 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 26
 HF0411'FEET EAST OF THE CENTER OF THE GRAVELED DRIVEWAY, 4 FEET
 HF0411'NORTH OF A CORNER FENCE POST, 2 FEET SOUTH OF A METAL WITNESS
 HF0411'POST AND 1 FOOT WEST OF A FENCE.
 HF0411'
 HF0411'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MARTIN NO 2
 HF0411'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HF0411'IT IS 48 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 14
 HF0411'FEET WEST OF THE CENTER OF THE FIELD ROAD AND 1.5 FEET EAST
 HF0411'OF A TELEPHONE POLE.
 HF0411'
 HF0411'NOTE- REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE.
 HF0411'
 HF0411'TRIANGULATION STATION BLOOM WAS USED FOR THE AZIMUTH MARK,
 HF0411'FOR INFORMATION ON THE MARK, SEE THE DESCRIPTION FOR STATION
 HF0411'BLOOM.
 HF0411'
 HF0411'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 HF0411
 HF0411                          STATION RECOVERY (1962)
 HF0411
 HF0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0411'9.6 MI NE FROM ATLANTA.
 HF0411'9.1 MILE NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0411'ATLANTA, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD TO THE PRIVATE
 HF0411'DRIVE TO M.W. MARTIN FARM, 103 FEET WEST OF THE INTERSECTION OF
 HF0411'GRAVEL ROAD AND PRIVATE DRIVE, 40 FEET NORTH OF THE CENTER OF
 HF0411'THE GRAVEL ROAD, 21 FEET NORTHEAST OF A CORNER FENCE POST, 13
 HF0411'FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0411'IS FLUSH WITH THE GROUND.
 HF0411
 HF0411                          STATION RECOVERY (2006)
 HF0411
 HF0411'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0411'STATION IS 0.5 MILES EAST OF INTERSECTION OF SE COLE CREEK ROAD
 HF0411'(BLACKTOP N-S ROAD AKA LEON-ATLANTA ROAD) AND SE 180TH STREET (GRAVEL
 HF0411'E-W ROAD) AT FENCE ON N SIDE OF ROAD RUNNING N AND FIELD ENTRANCE ON S
 HF0411'SIDE OF ROAD.  (BUTLER COUNTY ROAD NAMES USED IN THIS DESCRIPTION.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0940 ***********************************************************************
 HG0940  DESIGNATION -  MARTIN
 HG0940  PID         -  HG0940
 HG0940  STATE/COUNTY-  KS/COMANCHE
 HG0940  USGS QUAD   -  NESCATUNGA CREEK SOUTH (1979)
 HG0940
 HG0940                         *CURRENT SURVEY CONTROL
 HG0940  ___________________________________________________________________
 HG0940* NAD 83(1997)-  37 06 07.32265(N)    099 08 12.26632(W)     ADJUSTED  
 HG0940* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 HG0940  ___________________________________________________________________
 HG0940  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 HG0940  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 HG0940
 HG0940  HORZ ORDER  -  FIRST
 HG0940
 HG0940.The horizontal coordinates were established by classical geodetic methods
 HG0940.and adjusted by the National Geodetic Survey in October 1998..
 HG0940
 HG0940.The orthometric height was scaled from a topographic map.
 HG0940
 HG0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0940
 HG0940.The geoid height was determined by GEOID03.
 HG0940
 HG0940;                    North         East     Units Scale Factor Converg.
 HG0940;SPC KS S     -   448,513.194   343,396.851   MT  1.00003644   -0 23 28.7
 HG0940;SPC OK N     -   233,834.017   498,946.563   MT  1.00007841   -0 40 15.0
 HG0940;SPC OK N     -   767,170.44  1,636,960.52   sFT  1.00007841   -0 40 15.0
 HG0940;UTM  14      - 4,106,200.185   487,849.629   MT  0.99960182   -0 04 57.0
 HG0940
 HG0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0940!SPC KS S     -   0.99991820  x   1.00003644  =   0.99995464
 HG0940!SPC OK N     -   0.99991820  x   1.00007841  =   0.99999661
 HG0940!UTM  14      -   0.99991820  x   0.99960182  =   0.99952005
 HG0940
 HG0940:                Primary Azimuth Mark                     Grid Az
 HG0940:SPC KS S     -  AETNA SOUTHERLAND WELL DERRICK           094 50 48.2
 HG0940:SPC OK N     -  AETNA SOUTHERLAND WELL DERRICK           095 07 34.5
 HG0940:UTM  14      -  AETNA SOUTHERLAND WELL DERRICK           094 32 16.5
 HG0940
 HG0940|---------------------------------------------------------------------|
 HG0940| PID    Reference Object                     Distance      Geod. Az  |
 HG0940|                                                           dddmmss.s |
 HG0940| HG0848 AETNA SOUTHERLAND WELL DERRICK      APPROX.21.5 KM 0942719.5 |
 HG0940| CK9367 MARTIN AZ MK                                       0951104.1 |
 HG0940| CK9368 MARTIN RM 1                          28.846 METERS 16934     |
 HG0940| CK9369 MARTIN RM 2                          30.980 METERS 26343     |
 HG0940|---------------------------------------------------------------------|
 HG0940
 HG0940                          SUPERSEDED SURVEY CONTROL
 HG0940
 HG0940  NAD 83(1997)-  37 06 07.32723(N)    099 08 12.26681(W) AD(       ) 1
 HG0940  NAD 83(1986)-  37 06 07.32504(N)    099 08 12.25839(W) AD(       ) 1
 HG0940  NAD 27      -  37 06 07.22789(N)    099 08 10.86975(W) AD(       ) 1
 HG0940
 HG0940.Superseded values are not recommended for survey control.
 HG0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0940.See file dsdata.txt to determine how the superseded data were derived.
 HG0940
 HG0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG8785006200(NAD 83)
 HG0940_MARKER: DS = TRIANGULATION STATION DISK
 HG0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0940_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0940
 HG0940  HISTORY     - Date     Condition        Report By
 HG0940  HISTORY     - 1934     MONUMENTED       CGS
 HG0940  HISTORY     - 1964     GOOD             CGS
 HG0940  HISTORY     - 1970     GOOD             NGS
 HG0940
 HG0940                          STATION DESCRIPTION
 HG0940
 HG0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0940'STATION IS LOCATED ABOUT 0.2 MILE NORTH AND 0.1 MILE WEST OF THE
 HG0940'CENTER OF SEC. 11, T. 34 S., R. 17 W., ON LAND OWNED BY EARL
 HG0940'MARTIN ON THE HIGHEST POINT IN THE VICINITY.
 HG0940'
 HG0940'MARK IS 4.0 FEET SOUTH OF AN EAST-AND -WEST FENCE LINE.
 HG0940'
 HG0940'TO REACH FROM RAILROAD CROSSING IN COLDWATER, GO SOUTH ON STATE
 HG0940'HIGHWAY 1 FOR 3.0 MILES, THEN GO EAST FOR 9 MILES TO CROSSROADS,
 HG0940'THEN GO SOUTH FOR 7.0 MILES, THEN GO EAST AT T-ROAD JUNCTION AND
 HG0940'FOLLOW MAIN ROAD FOR 1.0 MILE THEN GO SOUTH FOR 1.35 MILES.
 HG0940'THEN TURN LEFT INTO LANE AT FARMYARD, CONTINUE PAST HOUSE AND
 HG0940'FOLLOW AN OLD FIELD ROAD EASTERLY FOR 0.4 MILE TO EDGE OF
 HG0940'CULTIVATED FIELD, THEN SOUTH AND WEST AROUND FIELD FOR 0.25
 HG0940'MILE TO STATION.
 HG0940'
 HG0940'AZIMUTH MARK IS APPROXIMATELY 0.55 MILE EAST OF STATION ON
 HG0940'PROMINENT KNOLL IN PASTURE LAND.
 HG0940'
 HG0940'REFERENCE MARK NO. 1 IS 94.64 FEET EAST OF STATION ALONG
 HG0940'EAST-AND-WEST FENCE.
 HG0940'
 HG0940'REFERENCE MARK NO. 2 IS 101.64 FEET SOUTH OF STATION AND 105 FEET
 HG0940'SOUTH OF EAST-AND-WEST FENCE.
 HG0940'
 HG0940'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HG0940
 HG0940                          STATION RECOVERY (1964)
 HG0940
 HG0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0940'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HG0940'
 HG0940'THE STATION WAS NOT OCCUPIED BY THIS PARTY, WAS RECOVERED FOR A
 HG0940'CHECK ANGLE FOR TRIANGULATION STATION GREGG 1934.
 HG0940
 HG0940                          STATION RECOVERY (1970)
 HG0940
 HG0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0940'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 HG0940'LAND NOW BELONGS TO MR. DAN JACKSON WHO LIVES ABOUT TWO MILES
 HG0940'SOUTH-SOUTHWEST OF THE STATION.  THE STATION WAS NOT OCCUPIED AT
 HG0940'THIS TIME BUT WAS USED FOR CHECK ANGLE PURPOSES IN THE OBSERVATIONS
 HG0940'FROM GREGG 1934.  THE ORIGINAL DESCRIPTION IS ADEQUATE.  HOWEVER,
 HG0940'A NEW TO REACH FOLLOWS.
 HG0940'
 HG0940'TO REACH FROM THE POST OFFICE IN COLDWATER, GO WEST ON MAIN STREET
 HG0940'FOR 0.1 MILE, TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 183 AND 160 FOR
 HG0940'0.7 MILE.  TURN RIGHT WITH 160 AND GO EASTERLY FOR 9.0 MILES TO A
 HG0940'CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 4.0
 HG0940'MILES TO A CROSSROAD (STATION GREGG 1934 IS ON THE RIGHT).
 HG0940'CONTINUE SOUTH ON A BLADED ROAD, CROSSING A CATTLE GUARD, AND GO
 HG0940'7.0 MILES TO A T-INTERSECTION.  TURN LEFT ON A DIRT ROAD AND GO
 HG0940'EAST FOR 1.0 MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT ON THE
 HG0940'TRACK ROAD AND GO SOUTH FOR 0.95 MILE TO A CATTLE GUARD AND A DIM
 HG0940'FORK JUST BEYOND.  CROSS THE CATTLE GUARD AND TAKE LEFT FORK
 HG0940'EASTERLY FOR 0.55 MILE TO ANOTHER FORK.  LEAVE THE TRACK ROAD, BEAR
 HG0940'RIGHT AND GO SOUTHWESTERLY ACROSS PASTURE FOR 0.1 MILE TO AN OLD
 HG0940'FENCE LINE AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0412 ***********************************************************************
 HF0412  DESIGNATION -  MARTIN RM 1
 HF0412  PID         -  HF0412
 HF0412  STATE/COUNTY-  KS/BUTLER
 HF0412  USGS QUAD   -  AUGUSTA SE (1979)
 HF0412
 HF0412                         *CURRENT SURVEY CONTROL
 HF0412  ___________________________________________________________________
 HF0412* NAD 83(1986)-  37 33 47.     (N)    096 45 40.     (W)     SCALED    
 HF0412* NAVD 88     -       437.989  (meters)    1436.97   (feet)  ADJUSTED  
 HF0412  ___________________________________________________________________
 HF0412  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0412  DYNAMIC HT  -         437.636 (meters)    1435.81  (feet)  COMP
 HF0412  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 HF0412
 HF0412  VERT ORDER  -  SECOND    CLASS 0
 HF0412
 HF0412.The horizontal coordinates were scaled from a topographic map and have
 HF0412.an estimated accuracy of +/- 6 seconds.
 HF0412
 HF0412.The orthometric height was determined by differential leveling
 HF0412.and adjusted by the National Geodetic Survey in June 1991..
 HF0412
 HF0412.The geoid height was determined by GEOID03.
 HF0412
 HF0412.The dynamic height is computed by dividing the NAVD 88
 HF0412.geopotential number by the normal gravity value computed on the
 HF0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0412.degrees latitude (g = 980.6199 gals.).
 HF0412
 HF0412.The modeled gravity was interpolated from observed gravity values.
 HF0412
 HF0412;                    North         East    Units  Estimated Accuracy
 HF0412;SPC KS S     -   500,920.      553,620.      MT  (+/- 180 meters Scaled)
 HF0412
 HF0412                          SUPERSEDED SURVEY CONTROL
 HF0412
 HF0412  NGVD 29 (??/??/92)  437.821  (m)         1436.42   (f) ADJ UNCH    2 0
 HF0412
 HF0412.Superseded values are not recommended for survey control.
 HF0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0412.See file dsdata.txt to determine how the superseded data were derived.
 HF0412
 HF0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG977596(NAD 83)
 HF0412_MARKER: DR = REFERENCE MARK DISK
 HF0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0412_STAMPING: MARTIN NO 1 1962
 HF0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0412+STABILITY: SURFACE MOTION
 HF0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF0412+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 HF0412
 HF0412  HISTORY     - Date     Condition        Report By
 HF0412  HISTORY     - 1962     MONUMENTED       CGS
 HF0412  HISTORY     - 20060815 GOOD             INDIV
 HF0412
 HF0412                          STATION DESCRIPTION
 HF0412
 HF0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0412'9.6 MI NE FROM ATLANTA.
 HF0412'9.1 MILES NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0412'ATLANTA, THENCE 0.5 MILES EAST ALONG A GRAVEL ROAD TO THE PRIVATE
 HF0412'DRIVE TO M.W. MARTIN FARM, 27 FEET NORTH OF THE CENTER OF THE
 HF0412'GRAVEL ROAD, 26 FEET EAST OF THE CENTER OF THE PRIVATE DRIVE, 4
 HF0412'FEET NORTH OF A CORNER FENCE POST, 2.0 FEET SOUTH OF A METAL
 HF0412'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF0412'0.2 FEET ABOVE THE GROUND.
 HF0412
 HF0412                          STATION RECOVERY (2006)
 HF0412
 HF0412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0412'STATION 'MARTIN' IS 0.5 MILES EAST OF INTERSECTION OF SE COLE CREEK
 HF0412'ROAD (BLACKTOP N-S ROAD AKA LEON-ATLANTA ROAD) AND SE 180TH STREET
 HF0412'(GRAVEL E-W ROAD) AT FENCE ON N SIDE OF ROAD RUNNING N AND FIELD
 HF0412'ENTRANCE ON S SIDE OF ROAD.  (BUTLER COUNTY ROAD NAMES USED IN THIS
 HF0412'DESCRIPTION.)
 HF0412' 
 HF0412'WITNESS POST IS GONE BUT THE CONCRETE IT WAS SET IN IS STILL VISIBLE.
 HF0412' 
 HF0412' 
 HF0412'DISK IS STAMPED 'MARTIN NO 1 1962' AND HAS ARROW POINTING AT 'MARTIN'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0410 ***********************************************************************
 HF0410  DESIGNATION -  MARTIN RM 2
 HF0410  PID         -  HF0410
 HF0410  STATE/COUNTY-  KS/BUTLER
 HF0410  USGS QUAD   -  AUGUSTA SE (1979)
 HF0410
 HF0410                         *CURRENT SURVEY CONTROL
 HF0410  ___________________________________________________________________
 HF0410* NAD 83(1986)-  37 33 47.     (N)    096 45 40.     (W)     SCALED    
 HF0410* NAVD 88     -       438.379  (meters)    1438.25   (feet)  ADJUSTED  
 HF0410  ___________________________________________________________________
 HF0410  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0410  DYNAMIC HT  -         438.026 (meters)    1437.09  (feet)  COMP
 HF0410  MODELED GRAV-     979,810.4   (mgal)                       NAVD 88
 HF0410
 HF0410  VERT ORDER  -  SECOND    CLASS 0
 HF0410
 HF0410.The horizontal coordinates were scaled from a topographic map and have
 HF0410.an estimated accuracy of +/- 6 seconds.
 HF0410
 HF0410.The orthometric height was determined by differential leveling
 HF0410.and adjusted by the National Geodetic Survey in June 1991..
 HF0410
 HF0410.The geoid height was determined by GEOID03.
 HF0410
 HF0410.The dynamic height is computed by dividing the NAVD 88
 HF0410.geopotential number by the normal gravity value computed on the
 HF0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0410.degrees latitude (g = 980.6199 gals.).
 HF0410
 HF0410.The modeled gravity was interpolated from observed gravity values.
 HF0410
 HF0410;                    North         East    Units  Estimated Accuracy
 HF0410;SPC KS S     -   500,920.      553,620.      MT  (+/- 180 meters Scaled)
 HF0410
 HF0410                          SUPERSEDED SURVEY CONTROL
 HF0410
 HF0410  NGVD 29 (??/??/92)  438.211  (m)         1437.70   (f) ADJ UNCH    2 0
 HF0410
 HF0410.Superseded values are not recommended for survey control.
 HF0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0410.See file dsdata.txt to determine how the superseded data were derived.
 HF0410
 HF0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG977596(NAD 83)
 HF0410_MARKER: DR = REFERENCE MARK DISK
 HF0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0410_STAMPING: MARTIN NO 2 1962
 HF0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0410+STABILITY: SURFACE MOTION
 HF0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HF0410+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 HF0410
 HF0410  HISTORY     - Date     Condition        Report By
 HF0410  HISTORY     - 1962     MONUMENTED       CGS
 HF0410  HISTORY     - 20060815 GOOD             INDIV
 HF0410
 HF0410                          STATION DESCRIPTION
 HF0410
 HF0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0410'9.6 MI NE FROM ATLANTA.
 HF0410'9.1 MILES NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0410'ATLANTA, THENCE 0.5 MILE EAST ALONG A GRAVEL ROAD TO THE PRIVATE
 HF0410'DRIVE TO M.W. MARTIN FARM, 48 FEET SOUTH OF THE CENTER OF THE
 HF0410'GRAVEL ROAD, 14 FEET WEST OF THE CENTER OF A FIELD ROAD, 1.5 FEET
 HF0410'EAST OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST
 HF0410'WHICH PROJECTS 0.2 FEET ABOVE THE GROUND.
 HF0410
 HF0410                          STATION RECOVERY (2006)
 HF0410
 HF0410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0410'STATION 'MARTIN' IS 0.5 MILES EAST OF INTERSECTION OF SE COLE CREEK
 HF0410'ROAD (BLACKTOP N-S ROAD AKA LEON-ATLANTA ROAD) AND SE 180TH STREET
 HF0410'(GRAVEL E-W ROAD) AT FENCE ON N SIDE OF ROAD RUNNING N AND FIELD
 HF0410'ENTRANCE ON S SIDE OF ROAD.  (BUTLER COUNTY ROAD NAMES USED IN THIS
 HF0410'DESCRIPTION.)
 HF0410' 
 HF0410'TELEPHONE POLE NO LONGER PRESENT BUT OTHER REFERENCES ARE GOOD.
 HF0410' 
 HF0410'DISK IS STAMPED 'MARTIN NO 2 1962' AND HAS ARROW POINTING AT 'MARTIN'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1254 ***********************************************************************
 KE1254  DESIGNATION -  MARTINS HILL
 KE1254  PID         -  KE1254
 KE1254  STATE/COUNTY-  KS/SHAWNEE
 KE1254  USGS QUAD   -  SILVER LAKE (1983)
 KE1254
 KE1254                         *CURRENT SURVEY CONTROL
 KE1254  ___________________________________________________________________
 KE1254* NAD 83(1997)-  39 03 48.04953(N)    095 45 41.31870(W)     ADJUSTED  
 KE1254* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 KE1254  ___________________________________________________________________
 KE1254  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 KE1254  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 KE1254
 KE1254  HORZ ORDER  -  SECOND
 KE1254
 KE1254.The horizontal coordinates were established by classical geodetic methods
 KE1254.and adjusted by the National Geodetic Survey in October 1998..
 KE1254
 KE1254.The orthometric height was scaled from a topographic map.
 KE1254
 KE1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1254
 KE1254.The geoid height was determined by GEOID03.
 KE1254
 KE1254;                    North         East     Units Scale Factor Converg.
 KE1254;SPC KS N     -    83,433.850   593,715.073   MT  0.99996217   +1 24 58.8
 KE1254;UTM  15      - 4,327,436.304   261,072.963   MT  1.00030298   -1 44 27.8
 KE1254
 KE1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1254!SPC KS N     -   0.99995309  x   0.99996217  =   0.99991526
 KE1254!UTM  15      -   0.99995309  x   1.00030298  =   1.00025606
 KE1254
 KE1254:                Primary Azimuth Mark                     Grid Az
 KE1254:SPC KS N     -  TOPEKA FIRST PRESBYTERIAN CH             100 59 51.0
 KE1254:UTM  15      -  TOPEKA FIRST PRESBYTERIAN CH             104 09 17.6
 KE1254
 KE1254|---------------------------------------------------------------------|
 KE1254| PID    Reference Object                     Distance      Geod. Az  |
 KE1254|                                                           dddmmss.s |
 KE1254| KE1219 TOPEKA FIRST PRESBYTERIAN CH        APPROX. 7.3 KM 1022449.8 |
 KE1254|---------------------------------------------------------------------|
 KE1254
 KE1254                          SUPERSEDED SURVEY CONTROL
 KE1254
 KE1254  NAD 83(1986)-  39 03 48.05457(N)    095 45 41.31452(W) AD(       ) 2
 KE1254  NAD 27      -  39 03 48.06300(N)    095 45 40.37200(W) AD(       ) 2
 KE1254
 KE1254.Superseded values are not recommended for survey control.
 KE1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1254.See file dsdata.txt to determine how the superseded data were derived.
 KE1254
 KE1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6107327436(NAD 83)
 KE1254_MARKER: Z = SEE DESCRIPTION
 KE1254_SETTING: 0 = UNSPECIFIED SETTING
 KE1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1254
 KE1254  HISTORY     - Date     Condition        Report By
 KE1254  HISTORY     - 1888     MONUMENTED       CGS
 KE1254  HISTORY     - 1934     MARK NOT FOUND   CGS
 KE1254
 KE1254                          STATION DESCRIPTION
 KE1254
 KE1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KE1254'NOT RECOVERED.  THE OLD MARK WAS NOT FOUND.  A STATION, SECURITY,
 KE1254'HAS RECENTLY BEEN ESTABLISHED ON MARTINS HILL.  IT IS IN THE
 KE1254'SOUTHWEST QUARTER OF SEC. 28, T. 11 S., R. 15 E., ON LAND OWNED BY
 KE1254'THE SECURITY BENEFIT ASSOCIATION, NORTHWEST OF THE ADMINISTRATION
 KE1254'BUILDING, 10 FEET EAST AND 15 FEET SOUTH OF THE EAST END OF A
 KE1254'GATE IN AN EAST-AND-WEST WIRE FENCE, AND IS FLUSH WITH THE
 KE1254'GROUND.  IT IS A STANDARD DISK SET IN A CONCRETE BLOCK FLUSH
 KE1254'WITH THE GROUND.
 KE1254'
 KE1254'REFERENCE MARK NO. 1, A STANDARD BRONZE DISK SET IN CONCRETE
 KE1254'FLUSH WITH THE GROUND, SOUTH 151.3 FEET.  REFERENCE MARK NO. 2,
 KE1254'WHICH IS SIMILAR TO NO. 1, IS WEST 110.3 FEET, 15 INCHES SOUTH OF
 KE1254'THE WIRE FENCE, AND PROJECTS ABOUT 10 INCHES ABOVE GROUND.
 KE1254'
 KE1254'AN AZIMUTH POINT IS ABOUT HALFWAY BETWEEN B AND C DORMITORY
 KE1254'BUILDINGS AND 4 FEET EAST OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1987 ***********************************************************************
 JE1987  DESIGNATION -  MARTY
 JE1987  PID         -  JE1987
 JE1987  STATE/COUNTY-  KS/JOHNSON
 JE1987  USGS QUAD   -  LENEXA (1991)
 JE1987
 JE1987                         *CURRENT SURVEY CONTROL
 JE1987  ___________________________________________________________________
 JE1987* NAD 83(1997)-  38 59 22.91514(N)    094 40 15.88685(W)     ADJUSTED  
 JE1987* NAVD 88     -       332.3    (meters)    1090.     (feet)  VERTCON   
 JE1987  ___________________________________________________________________
 JE1987  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JE1987  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JE1987
 JE1987  HORZ ORDER  -  FIRST
 JE1987
 JE1987.The horizontal coordinates were established by classical geodetic methods
 JE1987.and adjusted by the National Geodetic Survey in October 1998..
 JE1987
 JE1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1987
 JE1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1987
 JE1987.The geoid height was determined by GEOID03.
 JE1987
 JE1987;                    North         East     Units Scale Factor Converg.
 JE1987;SPC KS N     -    78,163.997   688,339.785   MT  0.99996717   +2 06 22.5
 JE1987;SPC KS S     -   664,653.757   731,677.303   MT  1.00011112   +2 21 10.7
 JE1987;SPC MO W     -   313,319.773   835,178.701   MT  0.99994388   -0 06 27.5
 JE1987;UTM  15      - 4,316,961.554   355,272.979   MT  0.99985792   -1 03 05.7
 JE1987
 JE1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1987!SPC KS N     -   0.99995293  x   0.99996717  =   0.99992011
 JE1987!SPC KS S     -   0.99995293  x   1.00011112  =   1.00006405
 JE1987!SPC MO W     -   0.99995293  x   0.99994388  =   0.99989682
 JE1987!UTM  15      -   0.99995293  x   0.99985792  =   0.99981086
 JE1987
 JE1987                          SUPERSEDED SURVEY CONTROL
 JE1987
 JE1987  NAD 83(1986)-  38 59 22.92334(N)    094 40 15.88516(W) AD(       ) 1
 JE1987  NAD 27      -  38 59 22.90588(N)    094 40 15.03440(W) AD(       ) 1
 JE1987  NGVD 29 (07/19/86)  332.2    (m)         1090.     (f) VERT ANG       
 JE1987
 JE1987.Superseded values are not recommended for survey control.
 JE1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1987.See file dsdata.txt to determine how the superseded data were derived.
 JE1987
 JE1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5527316962(NAD 83)
 JE1987_MARKER: V = STONE MONUMENT
 JE1987_SETTING: 0 = UNSPECIFIED SETTING
 JE1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1987
 JE1987  HISTORY     - Date     Condition        Report By
 JE1987  HISTORY     - 1884     MONUMENTED       CGS
 JE1987  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JE1987  HISTORY     - 1934     MARK NOT FOUND   CGS
 JE1987
 JE1987                          STATION DESCRIPTION
 JE1987
 JE1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1884 (FDG)
 JE1987'ABOUT 4 MILES NORTHEAST OF TOWN OF LENEXA, IN SE 1/4 SEC. 19,
 JE1987'T. 12 S., R. 25 E., IN OPEN FIELD ABOUT ONE-FOURTH MILE SOUTHEAST
 JE1987'OF JOHN MARTYS HOUSE, 11 METERS (36 FEET) NORTH OF FARM ROAD,
 JE1987'AND 20 METERS (66 FEET) WEST OF HEDGE.  SURFACE MARK IS STONE
 JE1987'POST SURROUNDED WITH CHARCOAL AND WITNESSED BY TWO OTHERS, AND
 JE1987'UNDERGROUND MARK IS BOTTLE OF ASHES, EXCEPT WITNESS
 JE1987'STONES ARE 6 FEET AWAY.  IN 1922 IT WAS REPORTED THAT ALL LAND
 JE1987'IN THIS VICINITY HAD BEEN SUBDIVIDED INTO TOWN LOTS AND SOLD,
 JE1987'HOUSE WAS STANDING ON LOT WHERE STATION HAD BEEN ESTABLISHED,
 JE1987'AND NO TRACE OF STATION COULD BE FOUND.  IT WAS ALSO REPORTED
 JE1987'THAT MARKS HAD BEEN DESTROYED ABOUT 20 YEARS PREVIOUS.
 JE1987
 JE1987                          STATION RECOVERY (1934)
 JE1987
 JE1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1987'A DEFINITE RECOVERY OF THIS STATION COULD NOT BE MADE AND THE
 JE1987'STATION SHOULD BE CONSIDERED DESTROYED.  A NEW STATION, MARTY 2,
 JE1987'WAS ESTABLISHED IN THE EXACT LOCATION OF STATION MARTY AS
 JE1987'REMARKED BY FLOYD F. MARTY IN THE FALL OF 1922.  WHEN THE PARTY
 JE1987'WENT TO RE-MARK THIS STATION THE CENTER OF THE SURFACE MARK
 JE1987'WAS HELD, THE MARK REMOVED AND A SEARCH MADE FOR THE ORIGINAL
 JE1987'UNDERGROUND MARK.  IT COULD NOT BE FOUND.  THE SURFACE MARK,
 JE1987'WHICH CONSISTED OF THE ORIGINAL STONE POST ENCASED IN BRICK
 JE1987'CEMENTED TOGETHER AND ON A CONCRETE BASE, WAS THEN BROKEN UP
 JE1987'AND THE ATTACHED AFFIDAVIT WAS FOUND IN A SMALL CAN IN THE
 JE1987'CONCRETE THAT FORMED THE BASE OF THE MARK.  AN EFFORT WAS THEN
 JE1987'MADE TO LOCATED SOME OF THE MEMBERS OF THE PARTY PRESENT
 JE1987'WHEN THE ORIGINAL MARK WAS REMOVED.  NO ONE WHOSE NAME
 JE1987'APPEARED ON THE AFFIDAVIT COULD BE LOCATED.  HOWEVER, IT WAS
 JE1987'LEARNED THAT E.H. OWENS, PROMINENT SURVEYOR AND ENGINEER
 JE1987'OF KANSAS CITY, MIGHT KNOW SOMETHING ABOUT THE STATION
 JE1987'INASMUCH AS HE HAD COVERED THE KANSAS CITY AREA WITH AN
 JE1987'EXTENSIVE SYSTEM OF SECOND-ORDER TRIANGULATION USING COAST
 JE1987'SURVEY STATIONS FOR HIS ORIGINAL CONTROL.  MR. OWENS
 JE1987'STATED THAT HE HAD QUESTIONED FLOYD F. MARTY ABOUT HIS
 JE1987'RE-MARKING OF THE STATION AND MR. MARTY HAD TOLD HIM THAT HE
 JE1987'HAD NOT ATTEMPTED TO HOLD THE EXACT LOCATION OF THE MARK
 JE1987'WHEN HE REMOVED IT.  ACCORDING TO MR. OWENS, MR. MARTY
 JE1987'STATED THAT HE AND HIS PARTY WENT OUT AND DUG UP THE MARK
 JE1987'AND UNDERGROUND MARK AND REMOVED THEM FROM THE SITE.  SEVERAL
 JE1987'DAYS AFTER THIS, ONE OF MR. MARTYS NEIGHBORS ADVISED HIM THAT
 JE1987'HE SHOULD NOT HAVE REMOVED THE MARK FOR IT WAS AN IMPORTANT
 JE1987'SURVEY MARK.  HE THEN WENT BACK AND RE-MARKED THE STATION IN
 JE1987'THE MANNER DESCRIBED ABOVE, MERELY GUESSING AT THE LOCATION IN
 JE1987'WHICH THE MARK WAS SET.  BOTH THE WITNESS MARK DISTANCES AND
 JE1987'THE SURVEYS OF MR. OWENS - SEE DATA BELOW - INDICATE THAT THE
 JE1987'MARK AS FOUND BY MY PARTY WAS OUT OF ITS ORIGINAL POSITION BY AT
 JE1987'LEAST SIX INCHES AND BOTH INDICATED THE SAME DIRECTION OF ITS
 JE1987'MOVEMENT.  THE MARK WAS FOUND TO BE ABOUT 5-1/2 FEET
 JE1987'NORTH OF THE SOUTH WITNESS MARK AND ABOUT 6-1/2 FEET SOUTH
 JE1987'OF THE NORTH WITNESS MARK.  INASMUCH AS BOTH WITNESS STONES
 JE1987'HAD BEEN BROKEN OFF AND WERE NOT ERECT IT WAS NOT BELIEVED
 JE1987'THAT THEIR POSITIONS WERE SUFFICIENTLY RELIABLE TO EFFECT A
 JE1987'GOOD RELOCATION OF THE ORIGINAL STATION.
 JE1987'
 JE1987'A LETTER DATED OCTOBER 15, 1952.
 JE1987'
 JE1987'THIS BOTTLE WAS PLACED AT THIS SPOT BY THE UNITED STATE COAST
 JE1987'SURVEY IN 1881.  THE EXACT LOCATION WAS SOUGHT BY A MEMBER OF
 JE1987'SAID CORPS OF ENGINEERS IN JUNE, 1922, BUT EXACT LOCATION COULD
 JE1987'NOT BE DETERMINED.  PLOWING OCTOBER 12, 1922, IN GARDEN UNEARTHED
 JE1987'SAID STONE, A DECISION WAS MADE TO DIG TO THE BOTTOM OF STONE
 JE1987'AND EXPLORE CONTENTS OF BOTTLE.  THE NECK OF BOTTLE WAS FOUND
 JE1987'IMMEDIATELY AT THE BOTTOM OF MARKERS.  IT WAS WITHOUT CORK
 JE1987'STOPPER AND ON INVERTING SAME EXPELLED WATER.  THE CROCK
 JE1987'BOTTLE WAS BROKEN AT BOTTOM TO ASCERTAIN IF IT CONTAINED
 JE1987'PAPERS OR DATA BUT NOTHING BUT CINDERS WERE FOUND.
 JE1987
 JE1987                          STATION RECOVERY (1934)
 JE1987
 JE1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JE1987'THIS STATION IS REPORTED LOST.  THE FOLLOWING CONDITIONS WERE
 JE1987'FOUND- A MONUMENT STANDS ABOUT 15 INCHES HIGH, IS 74 FEET EAST
 JE1987'OF THE EAST RAIL OF THE MISSOURI-KANSAS INTERURBAN RAILWAY, 61.8
 JE1987'FEET NORTH OF AN EAST-AND-WEST WIRE FENCE ON THE NORTH LINE
 JE1987'OF STREET NO. 77, OVERLAND PARK, AND 4.3 FEET EAST OF THE EAST
 JE1987'LINE FENCE OF THE STREET WHICH PARALLELS THE INTERUBAN RAILWAY.
 JE1987'
 JE1987'IT IS REPORTED THAT THE SURFACE AND UNDERGROUND MARKS WERE BOTH
 JE1987'DUG UP BY A PERSON WHO LIVED IN THIS VICINITY AND WHO HAD HIS
 JE1987'PICTURE TAKEN HOLDING THE BOTTLE IN HIS HAND.  WHEN INFORMED
 JE1987'THAT HE HAD ACTED UNWISELY HE REPLACED THE BOTTLE AS NEARLY
 JE1987'AS HE COULD AND REPLACED THE MONUMENT OVER THE SAME IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1988 ***********************************************************************
 JE1988  DESIGNATION -  MARTY 2
 JE1988  PID         -  JE1988
 JE1988  STATE/COUNTY-  KS/JOHNSON
 JE1988  USGS QUAD   -  LENEXA (1991)
 JE1988
 JE1988                         *CURRENT SURVEY CONTROL
 JE1988  ___________________________________________________________________
 JE1988* NAD 83(1997)-  38 59 22.91626(N)    094 40 15.89345(W)     ADJUSTED  
 JE1988* NAVD 88     -       331.9    (meters)    1089.     (feet)  VERTCON   
 JE1988  ___________________________________________________________________
 JE1988  X           -    -404,268.463 (meters)                     COMP
 JE1988  Y           -  -4,947,791.412 (meters)                     COMP
 JE1988  Z           -   3,991,616.649 (meters)                     COMP
 JE1988  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JE1988  ELLIP HEIGHT-         299.46  (meters)          (10/02/98) GPS OBS
 JE1988  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JE1988
 JE1988  HORZ ORDER  -  FIRST
 JE1988  ELLP ORDER  -  FOURTH    CLASS I
 JE1988
 JE1988.The horizontal coordinates were established by classical geodetic methods
 JE1988.and adjusted by the National Geodetic Survey in October 1998..
 JE1988
 JE1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1988
 JE1988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE1988
 JE1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1988
 JE1988.The ellipsoidal height was determined by GPS observations
 JE1988.and is referenced to NAD 83.
 JE1988
 JE1988.The geoid height was determined by GEOID03.
 JE1988
 JE1988;                    North         East     Units Scale Factor Converg.
 JE1988;SPC KS N     -    78,164.026   688,339.625   MT  0.99996717   +2 06 22.5
 JE1988;SPC MO W     -   313,319.808   835,178.542   MT  0.99994388   -0 06 27.5
 JE1988;UTM  15      - 4,316,961.592   355,272.821   MT  0.99985792   -1 03 05.7
 JE1988
 JE1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1988!SPC KS N     -   0.99995302  x   0.99996717  =   0.99992019
 JE1988!SPC MO W     -   0.99995302  x   0.99994388  =   0.99989690
 JE1988!UTM  15      -   0.99995302  x   0.99985792  =   0.99981094
 JE1988
 JE1988:                Primary Azimuth Mark                     Grid Az
 JE1988:SPC KS N     -  CITY HALL RESET                          031 04 56.7
 JE1988:SPC MO W     -  CITY HALL RESET                          033 17 46.7
 JE1988:UTM  15      -  CITY HALL RESET                          034 14 24.9
 JE1988
 JE1988|---------------------------------------------------------------------|
 JE1988| PID    Reference Object                     Distance      Geod. Az  |
 JE1988|                                                           dddmmss.s |
 JE1988| KE1483 CITY HALL RESET                     APPROX.14.7 KM 0331119.2 |
 JE1988| KE1488 KANSAS CITY TV STA WDAF MAST        APPROX.11.3 KM 0350931.0 |
 JE1988| KE1486 KANSAS CITY TV STA KCMO MAST        APPROX.11.8 KM 0402405.5 |
 JE1988| KE1143 ROELAND PARK RAD STA KMBZ MAST      APPROX. 7.2 KM 0420620.0 |
 JE1988| KE1463 KANSAS CITY SEARS STACK             APPROX.16.1 KM 0445453.4 |
 JE1988| KE1482 KANSAS CITY RAD STA KWKI MAST       APPROX.12.6 KM 0454845.3 |
 JE1988| KE1479 KANSAS CITY TV STA KMBC MAST        APPROX.17.1 KM 0515836.0 |
 JE1988| KE1480 KANSAS CITY MOPWD RAD TWR           APPROX.16.1 KM 0533933.1 |
 JE1988| KE1389 KANSAS CITY TV STA KCPT MAST        APPROX.19.5 KM 0574949.8 |
 JE1988| KE1157 PRAIRIE VILLAGE N MUN TANK          APPROX. 3.0 KM 0610656.9 |
 JE1988| KE1470 KANSAS CITY SIXTH CH OF CHRIST      APPROX. 7.0 KM 0731130.4 |
 JE1988| KE1387 RAYTOWN PRESB CH CROSS              APPROX.16.9 KM 0833010.8 |
 JE1988| JE1949 KANSAS CITY RILEY MEM WATER TK      APPROX. 7.7 KM 0893120.9 |
 JE1988| JE1884 RAYTOWN MT OLIVET CEMETERY TWR      APPROX.16.4 KM 0913608.1 |
 JE1988| JE1990 PRAIRIE VILLAGE S MUN TANK          APPROX. 3.2 KM 0941240.7 |
 JE1988| JE1989 PRAIRIE VILLAGE RAD STA KDAF        APPROX. 3.7 KM 0992718.5 |
 JE1988| JE1874 LEES SUMMIT UNITY SCHOOL TOWER      APPROX.23.3 KM 1013124.3 |
 JE1988| JE1881 LEES SUMMIT WESTERN ELEC TANK       APPROX.24.8 KM 1053413.6 |
 JE1988| JE1991 OVERLAND PARK MUN TANK              205.837 METERS 17640     |
 JE1988| JE1992 MARTY 2 RM 4                        196.403 METERS 18046     |
 JE1988| CN7390 MARTY 2 RM 1                         32.522 METERS 18151     |
 JE1988| JE1995 LENEXA NEW MUN TANK                 APPROX. 5.8 KM 2385056.7 |
 JE1988| CN7389 MARTY 2 AZ MK                                      2392722.6 |
 JE1988| CN7391 MARTY 2 RM 2                         37.835 METERS 27630     |
 JE1988| KE1165 SHAWNEE S MUN TANK                  APPROX. 4.3 KM 2892451.0 |
 JE1988| KE1152 OVERLAND PARK MILBURN CC TANK       APPROX. 1.5 KM 3553446.2 |
 JE1988| CN7392 MARTY 2 RM 3                                       3560017.4 |
 JE1988|---------------------------------------------------------------------|
 JE1988
 JE1988                          SUPERSEDED SURVEY CONTROL
 JE1988
 JE1988  NAD 83(1986)-  38 59 22.92267(N)    094 40 15.89022(W) AD(       ) 1
 JE1988  NAD 27      -  38 59 22.90043(N)    094 40 15.04002(W) AD(       ) 1
 JE1988  NGVD 29 (03/28/90)  331.8    (m)         1089.     (f) GPS OBS        
 JE1988
 JE1988.Superseded values are not recommended for survey control.
 JE1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1988.See file dsdata.txt to determine how the superseded data were derived.
 JE1988
 JE1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5527316962(NAD 83)
 JE1988_MARKER: DS = TRIANGULATION STATION DISK
 JE1988_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JE1988_SP_SET: SURROUNDED BY MASS OF CONCRETE
 JE1988_STAMPING: MARTY 2 1884 1934
 JE1988_MARK LOGO: CGS   
 JE1988_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1988+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 JE1988
 JE1988  HISTORY     - Date     Condition        Report By
 JE1988  HISTORY     - 1934     MONUMENTED       CGS
 JE1988  HISTORY     - 1934     GOOD             CGS
 JE1988  HISTORY     - 1951     GOOD             CGS
 JE1988  HISTORY     - 1957     GOOD             USGS
 JE1988  HISTORY     - 1960     GOOD             CGS
 JE1988  HISTORY     - 1970     GOOD             NGS
 JE1988  HISTORY     - 1972     GOOD             NGS
 JE1988  HISTORY     - 1974     GOOD             NGS
 JE1988  HISTORY     - 19880714 GOOD             KS-209
 JE1988  HISTORY     - 20020808 GOOD             INDIV
 JE1988
 JE1988                          STATION DESCRIPTION
 JE1988
 JE1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 JE1988'THE STATION WAS PLACED IN THE SAME LOCATION AS THE OLD STATION
 JE1988'MARTY, WHICH WAS REMOVED IN 1922 AND RESET INCORRECTLY.  THE
 JE1988'STATION IS ABOUT 1/4 MILE NORTH OF THE BUSINESS DISTRICT OF
 JE1988'OVERLAND PARK, A SUBURB OF KANSAS CITY, IN THE SOUTHEAST QUARTER
 JE1988'OF SEC. 19, T. 12 S., R. 25 E., ON LAND OWNED BY H.L. GRAY,
 JE1988'100 YARDS WEST OF MARTY STREET, IN THE WEST SIDE OF AN ORCHARD
 JE1988'AND PASTURE LOT, 88 FEET NORTH OF THE CENTER LINE OF 77TH
 JE1988'STREET, 30 FEET EAST OF THE CENTER LINE OF A NORTH-AND-SOUTH
 JE1988'STREET JUST EAST OF AND PARALLEL TO AN INTERURBAN TROLLEY LINE, AND
 JE1988'PROJECTS 2 INCHES.
 JE1988'
 JE1988'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JE1988'BRONZE DISKS SET IN CONCRETE.
 JE1988'
 JE1988'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 19 FEET SOUTH OF
 JE1988'THE CENTER LINE OF 77TH STREET, 30 FEET EAST OF THE CENTER LINE
 JE1988'OF THE NORTH-AND-SOUTH STREET, AND IS SET FLUSH WITH THE GROUND.
 JE1988'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 1 FOOT EAST OF THE
 JE1988'WEST RIGHT-OF-WAY FENCE OF THE TROLLEY LINE, AND PROJECTS 1 INCH
 JE1988'ABOVE GROUND.
 JE1988'
 JE1988'AZIMUTH MARK IS SOUTHWEST OF THE STATION, 170 YARDS NORTH OF
 JE1988'79TH STREET, 20 FEET EAST OF THE CENTER LINE OF PROCTOR STREET
 JE1988'AND PROJECTS 2 INCHES ABOVE GROUND.
 JE1988'
 JE1988'A LIGHT 100 FEET ABOVE HASKINS COMES INTO VIEW 50 FEET ABOVE
 JE1988'THIS STATION.  A LIGHT 100 FEET ABOVE PENN COMES INTO VIEW
 JE1988'50 FEET ABOVE THIS STATION.  A LIGHT 74 FEET ABOVE THOMAS
 JE1988'1885 COMES INTO VIEW 37 FEET ABOVE THIS STATION.  LIGHTS 100
 JE1988'FEET ABOVE PIPER, MOUNT HOPE, AND K.C.U. COME INTO VIEW 37 FEET
 JE1988'ABOVE THIS STATION.  A LIGHT 100 FEET ABOVE ECKMAN 1885 IS
 JE1988'VISIBLE FROM THE GROUND AT THIS STATION.
 JE1988
 JE1988                          STATION RECOVERY (1934)
 JE1988
 JE1988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JE1988'RECOVERED IN GOOD CONDITION.
 JE1988
 JE1988                          STATION RECOVERY (1951)
 JE1988
 JE1988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLP)
 JE1988'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JE1988'GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS NOT RECOVERED.
 JE1988'ABOUT AN HOUR WAS SPENT IN THE SEARCH.  DUE TO NEW CONSTRUCTION
 JE1988'IN THE VICINITY OF THE STATION, THE AZIMUTH MARK WOULD NOT BE
 JE1988'VISIBLE FROM THE GROUND AT THE STATION.  SOME ADDITIONAL
 JE1988'MEASUREMENTS WERE MADE.  A COMPLETE DESCRIPTION FOLLOWS.
 JE1988'
 JE1988'STATION IS LOCATED ABOUT 1/4 MILE NORTH OF THE BUSINESS DISTRICT
 JE1988'OF OVERLAND PARK, A SUBURB OF KANSAS CITY IN THE SOUTHEAST 1/4
 JE1988'OF SEC 19, T 12 S., R 25 E., ON LAND OWNED BY MR. H.L. GRAY,
 JE1988'3 BLOCKS NORTH OF OVERLAND PARK POST OFFICE, 1 BLOCK NORTH OF
 JE1988'WATER TANK, 133 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 JE1988'MR. GRAYS HOUSE AT 7633 SANTA FE DR., 86 FEET NORTH OF THE
 JE1988'CENTERLINE OF 77TH ST., 62 FEET NORTH OF FENCE CORNER, 31 FEET
 JE1988'EAST OF THE CENTER OF SANTA FE DR., AND 4 FEET EAST OF FENCE.
 JE1988'THE MARK PROJECTS 2 INCHES AND THE DISC IS STAMPED MARTY 2
 JE1988'1884 1934.
 JE1988'
 JE1988'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JE1988'DISKS SET IN CONCRETE.
 JE1988'
 JE1988'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 49 FEET
 JE1988'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF BRICK HOUSE AT 7701
 JE1988'SANTA FE DR., 28 FEET EAST OF THE CENTER OF SANTA FE DR., 21 FEET
 JE1988'SOUTH OF THE CENTER OF 77TH ST. AND 7 FEET EAST OF A TREE.  THE
 JE1988'MARK IS 1 INCH BELOW THE SURFACE OF THE GROUND AND THE DISC IS
 JE1988'STAMPED MARTY 2 NO 1 1934.
 JE1988'
 JE1988'REFERENCE MARK NO. 2 IS WEST OF THE STATION ON PROPERTY OF MR.
 JE1988'O.H. MORRIS, 92 FEET WEST OF THE CENTER OF SANTA FE DR. AND 14.5
 JE1988'FEET NORTH OF THE NORTHEAST CORNER OF MR. MORRISS HOUSE AT 7636
 JE1988'SANTA FE DR.  THE MARK PROJECTS 2 INCHES AND THE DISC IS
 JE1988'STAMPED MARTY 2 NO 2 1934.
 JE1988
 JE1988                          STATION RECOVERY (1957)
 JE1988
 JE1988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JE1988'STATION FOUND IN GOOD CONDITION.  A NEW DESCRIPTION IS AS FOLLOWS-
 JE1988'
 JE1988'THE STATION IS ABOUT 0.25 MILE N OF THE BUSINESS DISTRICT OF
 JE1988'OVERLAND PARK, A SUBURB OF KANSAS CITY, IN THE SE 1/4 OF SEC.
 JE1988'19, T 12 S, R 25 E, 100 YARDS W OF MARTY STREET IN YARD OF 7641
 JE1988'SANTA FE DRIVE, 86.5 FEET N OF CENTER LINE OF 77TH STREET,
 JE1988'33 FEET E OF THE CENTER LINE OF SANTA FE DRIVE, AND PROJECTS 2
 JE1988'INCHES.
 JE1988'
 JE1988'REFERENCE MARK 1 WAS NOT FOUND AND IS ASSUMED TO BE DESTROYED BY
 JE1988'WATER MAIN CONSTRUCTION AT SITE.
 JE1988'
 JE1988'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.
 JE1988
 JE1988                          STATION RECOVERY (1960)
 JE1988
 JE1988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 JE1988'STATION AND REFERENCE MARK NO. 1 AND NO. 2 WERE RECOVERED AND
 JE1988'FOUND IN GOOD CONDITION.  THE 1951 DESCRIPTION IS ADEQUATE, EXCEPT
 JE1988'THAT A NEW HOME HAS BEEN BUILT IN THE LOT WHERE THE STATION MARK
 JE1988'IS LOCATED.  THE STATION MARK IS ABOUT 3 FEET SOUTH OF THE SOUTH
 JE1988'EDGE OF THE SURFACED DRIVEWAY TO THE NEW HOME OF MRS. HAZEL
 JE1988'IRMIGNGER, 7641 SANTE FE STREET, OVERLAND PARK, KANSAS.
 JE1988'
 JE1988'AFTER IT WAS LEARNED THIS STATION WAS NOT PRACTICAL TO USE FOR A
 JE1988'GEODIMETER BASE LINE, PROPERTY OWNER WAS NOT CONTACTED, AS IT
 JE1988'WOULD BE VERY DIFFICULT TO BUILD A TOWER OVER THE STATION MARK,
 JE1988'BEING SO CLOSE TO THE SURFACED DRIVEWAY, AND SURROUNDED BY TREES
 JE1988'IN THE FRONT YARD OF THE HOME OF MRS. HAZEL IRMIGNGER.
 JE1988
 JE1988                          STATION RECOVERY (1970)
 JE1988
 JE1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1988'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JE1988'IN GOOD CONDITION INCLUDING THE AZIMUTH MARK.  DUE TO
 JE1988'NEW CONSTRUCTION IN THE VICINITY OF THE STATION, IT WOULD
 JE1988'REQUIRE A 20 TO 30 FOOT STAND AT BOTH ENDS TO SEE THE AZIMUTH
 JE1988'MARK FROM THE STATION.  THE AZIMUTH MARK WAS LEFT IN PLACE.
 JE1988'
 JE1988'THE STATION IS LOCATED ABOUT 1/4 MILE NORTH OF THE BUSINESS
 JE1988'DISTRICT OF OVERLAND PARK, A SUBURB OF KANSAS CITY IN THE
 JE1988'SOUTHEAST 1/4 SECTION 19 T 12 SOUTH, RANGE 25 E ON LAND OWNED
 JE1988'BY MR. H.L. GRAY, 3 BLOCKS NORTH OF THE OVERLAND PARK POST
 JE1988'OFFICE ONE BLOCK NORTH OF THE WATER TANK, 133 FEET SOUTH
 JE1988'SOUTHWEST OF THE SOUTHWEST CORNER OF MR. GRAYS HOUSE AT 7633
 JE1988'SANTA FE DRIVE, 86 FEET NORTH OF THE CENTER LINE OF 77TH
 JE1988'STREET, 51-1/2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 JE1988'HOUSE AT 7637 SANTA FE DRIVE, 38-1/2 FEET SOUTHWEST OF THE
 JE1988'NORTHWEST CORNER OF THE SAME HOUSE, 5 FEET SOUTH OF THE SOUTH
 JE1988'EDGE OF THE DRIVEWAY AT THE SAME HOUSE AND 31 FEET EAST OF
 JE1988'THE CENTER LINE OF SANTA FE DRIVE.  THE MARK PROJECTS 2 INCHES
 JE1988'AND THE DISK IS STAMPED MARTY 2 1884 1934.
 JE1988'
 JE1988'REFERENCE MARK NO 1 IS 106.76 FEET SOUTH OF THE STATION, 49 FEET
 JE1988'NORTH NORTHWEST OF THE NORTHWEST CORNER OF BRICK HOUSE AT 7701
 JE1988'SANTA FE DRIVE, 28 FEET EAST OF THE CENTER LINE OF SANTA FE
 JE1988'DRIVE, 21 FEET SOUTH OF THE CENTER OF 77TH STREET, AND 7 FEET
 JE1988'EAST OF A TREE.  THE MARK IS 1 FOOT BELOW THE SURFACE OF THE
 JE1988'GROUND AND THE DISK IS STAMPED MARTY 2 NO 1 1934.
 JE1988'
 JE1988'REFERENCE MARK NO. 2 IS 124.21 FEET WEST OF THE STATION ON
 JE1988'PROPERTY OF MR. O.H. MORRIS, 92 FEET WEST OF THE CENTER OF
 JE1988'SANTA FE DRIVE, AND 2 FEET NORTHEAST OF THE NORTHEAST CORNER
 JE1988'OF GARAGE ATTACHED TO MR. MORRISS HOUSE AT 7636 SANTA FE DRIVE.
 JE1988'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED MARTY 2 NO. 2
 JE1988'1934.
 JE1988'
 JE1988'THE AZIMUTH MARK IS LOCATED .04 MILES WEST SOUTHWEST OF THE
 JE1988'STATION, 58-1/2 FEET SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE
 JE1988'AT 7815 LOWELL STREET, 40-1/2 FEET WEST NORTHWEST OF THE
 JE1988'SOUTHWEST CORNER OF SAME HOUSE AND 23 FEET EAST OF CENTER OF
 JE1988'LOWELL STREET.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JE1988'STAMPED LOWELL AZI 1934.
 JE1988'
 JE1988'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON 77 STREET
 JE1988'FOR .035 OF A MILE TO LOWELL STREET, TURN LEFT AND GO SOUTH
 JE1988'ON LOWELL STREET FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 JE1988'AS DESCRIBED.
 JE1988'
 JE1988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- OVERLAND PARK, A
 JE1988'A SUBURB OF KANSAS CITY.
 JE1988
 JE1988                          STATION RECOVERY (1972)
 JE1988
 JE1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1988'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JE1988'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED BUT A REFERENCE MARK
 JE1988'3 WAS SET AT THIS TIME.  THE DIRECTION TO REFERENCE MARK 1 CHECKED
 JE1988'BUT A DIFFERENCE OF 2 MINUTES AND 14 SECONDS WAS NOTED AT
 JE1988'REFERENCE MARK 2.  SHORTER DISTANCES OF .06 FOOT OR .018 METERS TO
 JE1988'REFERENCE MARK 1, .08 FOOT OR .024 METERS TO REFERENCE MARK 2 AND
 JE1988'.10 FOOT OR .030 METERS BETWEEN REFERENCE MARK 1 AND 2 WERE
 JE1988'MEASURED.  REFERENCE MARKS 1 AND 2 WERE OBSTRUCTED BY
 JE1988'TREES AND SHRUBS ON THE GROUND.  REFERENCE MARK 2 WAS PARTLY
 JE1988'OBSTRUCTED FROM THE TOP OF THE TOWER BY ONE OF THE TOWER LEGS.
 JE1988'THE TREES COULD NOT BE CUT OR MOVED AND THE TOWER COULD NOT
 JE1988'BE TURNED DUE TO THE POSITION OF THE STATION MARK IN THE FRONT
 JE1988'LAWN OF A HOUSE.  A NEW DESCRIPTION FOLLOWS--
 JE1988'
 JE1988'STATION IS LOCATED ABOUT 1/4 MILE NORTH OF THE BUSINESS DISTRICT OF
 JE1988'OVERLAND PARK, A SUBURB OF KANSAS CITY, IN THE SOUTHEAST 1/4 OF
 JE1988'SECTION 19, T 12 S, R 25 E, IN THE NORTHEAST ANGLE OF SANTA FE
 JE1988'DRIVE AND 77TH STREET AND IN THE FRONT LAWN OF MR. BRYAN S.
 JE1988'KRUMMEL.
 JE1988'
 JE1988'STATION MARKS ARE STANDARD DISKS, STAMPED MARTY 2 1884 1934.  THE
 JE1988'SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 JE1988'PROJECTS 2 INCHES.  IT IS 86.0 FEET NORTH OF THE CENTER OF 77TH
 JE1988'STREET, 38.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF MR.
 JE1988'KRUMMELS HOUSE, 32.0 FEET EAST OF THE CENTER OF SANTA FE DRIVE AND
 JE1988'12.0 FEET SOUTH OF THE CENTER OF A DRIVEWAY TO THE HOUSE.  THE
 JE1988'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE.
 JE1988'
 JE1988'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MARTY 2 NO 1 1934 SET IN
 JE1988'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JE1988'GROUND.  IT IS 28.0 FEET EAST OF THE CENTER OF SANTA FE DRIVE, 21.0
 JE1988'FEET SOUTH OF THE CENTER OF 77TH STREET, 6.0 FEET SOUTHEAST OF A
 JE1988'FIRE HYDRANT AND ABOUT THE SAME ELEVATION AS THE STATION.
 JE1988'
 JE1988'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MARTY 2 NO 2 1934 SET
 JE1988'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 JE1988'IS 98.0 FEET NORTH OF THE CENTER OF 77TH STREET, 92.0 FEET WEST OF
 JE1988'THE CENTER OF SANTA FE DRIVE, 2.0 FEET EAST OF THE NORTHEAST
 JE1988'CORNER OF A HOUSE AND ABOUT THE SAME ELEVATION AS THE STATION.
 JE1988'
 JE1988'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MARTY 2 NO 3 1884 1972,
 JE1988'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JE1988'FLUSH WITH THE GROUND.  IT IS 18.0 FEET WEST OF THE CENTER OF SANTA
 JE1988'FE DRIVE, 21.0 FEET NORTH OF THE CENTER OF 76TH STREET AND 3.0
 JE1988'FEET WEST OF A POWER LINE POLE.
 JE1988'
 JE1988'TO REACH REFERENCE MARK 3 FROM THE STATION GO NORTH ON SANTA FE DRIVE
 JE1988'FOR 0.15 MILE TO THE MARK ON THE LEFT AT THE JUNCTION OF SANTA FE
 JE1988'DRIVE AND 76TH STREET.
 JE1988'
 JE1988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN OVERLAND
 JE1988'PARK.
 JE1988'
 JE1988'HEIGHT OF LIGHT ABOVE STATION MARK 97.4 FEET.
 JE1988
 JE1988                          STATION RECOVERY (1974)
 JE1988
 JE1988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1988'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED AND
 JE1988'FOUND TO BE IN GOOD CONDITION.  AS THE STATION MARK COULD NOT HAVE A
 JE1988'TOWER BUILT OVER IT, REFERENCE MARK 4 WAS ESTABLISHED AND OCCUPIED
 JE1988'AT THIS TIME.  FOR A MORE COMPLETE DESCRIPTION, SEE THE
 JE1988'DESCRIPTION THEREOF.
 JE1988'
 JE1988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN OVERLAND PARK.
 JE1988'
 JE1988'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 JE1988
 JE1988                          STATION RECOVERY (1988)
 JE1988
 JE1988'RECOVERY NOTE BY WYANDOTTE COUNTY KANSAS 1988
 JE1988'RECOVERED IN GOOD CONDITION.
 JE1988
 JE1988                          STATION RECOVERY (2002)
 JE1988
 JE1988'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 JE1988'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED IN
 JE1988'GOOD CONDITION.  STATION IS UNDER A DECORATIVE ROCK ENGRAVED WITH THE
 JE1988'ADDRESS 7641 IN THE FRONT YARD OF THE HOUSE.  REFERENCE MARK 3 WAS NOT
 JE1988'FOUND AND WILL PROBABLY BE LOST TO STORM SEWER CONSTRUCTION.
 JE1988'THE STATION DOES NOT APPEAR TO BE IN DANGER OF BEING DISTURBED.
 JE1988' 
 JE1988' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1992 ***********************************************************************
 JE1992  DESIGNATION -  MARTY 2 RM 4
 JE1992  PID         -  JE1992
 JE1992  STATE/COUNTY-  KS/JOHNSON
 JE1992  USGS QUAD   -  LENEXA (1991)
 JE1992
 JE1992                         *CURRENT SURVEY CONTROL
 JE1992  ___________________________________________________________________
 JE1992* NAD 83(1997)-  38 59 16.54788(N)    094 40 16.00151(W)     ADJUSTED  
 JE1992* NAVD 88     -       330.6    (meters)    1085.     (feet)  VERTCON   
 JE1992  ___________________________________________________________________
 JE1992  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JE1992  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JE1992
 JE1992  HORZ ORDER  -  SECOND
 JE1992
 JE1992.The horizontal coordinates were established by classical geodetic methods
 JE1992.and adjusted by the National Geodetic Survey in October 1998..
 JE1992
 JE1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1992
 JE1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1992
 JE1992.The geoid height was determined by GEOID03.
 JE1992
 JE1992;                    North         East     Units Scale Factor Converg.
 JE1992;SPC KS N     -    77,967.684   688,344.243   MT  0.99996731   +2 06 22.5
 JE1992;SPC KS S     -   664,457.437   731,682.608   MT  1.00011054   +2 21 10.7
 JE1992;SPC MO W     -   313,123.439   835,175.573   MT  0.99994388   -0 06 27.6
 JE1992;UTM  15      - 4,316,765.315   355,266.617   MT  0.99985794   -1 03 05.7
 JE1992
 JE1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1992!SPC KS N     -   0.99995320  x   0.99996731  =   0.99992051
 JE1992!SPC KS S     -   0.99995320  x   1.00011054  =   1.00006374
 JE1992!SPC MO W     -   0.99995320  x   0.99994388  =   0.99989708
 JE1992!UTM  15      -   0.99995320  x   0.99985794  =   0.99981115
 JE1992
 JE1992|---------------------------------------------------------------------|
 JE1992| PID    Reference Object                     Distance      Geod. Az  |
 JE1992|                                                           dddmmss.s |
 JE1992| JE1988 MARTY 2                             196.403 METERS 00046     |
 JE1992| CN7393 MARTY 2 RM 5                         41.569 METERS 07007     |
 JE1992| JE1991 OVERLAND PARK MUN TANK               17.162 METERS 12202     |
 JE1992| CN7392 MARTY 2 RM 3                                       3582201.5 |
 JE1992|---------------------------------------------------------------------|
 JE1992
 JE1992                          SUPERSEDED SURVEY CONTROL
 JE1992
 JE1992  NAD 83(1986)-  38 59 16.55452(N)    094 40 15.99833(W) AD(       ) 2
 JE1992  NAD 27      -  38 59 16.53220(N)    094 40 15.14815(W) AD(       ) 2
 JE1992  NGVD 29 (07/19/86)  330.5    (m)         1084.     (f) VERT ANG       
 JE1992
 JE1992.Superseded values are not recommended for survey control.
 JE1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1992.See file dsdata.txt to determine how the superseded data were derived.
 JE1992
 JE1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5526716765(NAD 83)
 JE1992_MARKER: DR = REFERENCE MARK DISK
 JE1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1992
 JE1992  HISTORY     - Date     Condition        Report By
 JE1992  HISTORY     - 1974     MONUMENTED       NGS
 JE1992
 JE1992                          STATION DESCRIPTION
 JE1992
 JE1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1992'THE STATION IS IN THE NORTH PART OF OVERLAND PARK, IN THE NORTHEAST
 JE1992'ANGLE OF SANTA FE STREET AND 78TH STREET, NEAR THE OVERLAND PARK
 JE1992'MUNICIPAL WATER TANK.  PERMISSION WAS REQUESTED FROM RALPH G. WYSS
 JE1992'OF THE OVERLAND PARK WATER DEPARTMENT, WHOSE OFFICE IS LOCATED AT
 JE1992'5930 BEVERLY IN MISSION KANSAS, TELEPHONE NUMBER 913-722-3000.
 JE1992'THE STATION IS IN THE NE 1/4 OF SEC. 30, T 12 S, R 25 E.
 JE1992'
 JE1992'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED MARTY 2 1884
 JE1992'NO 4 1974.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 JE1992'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 JE1992'IS 109.0 FEET NORTH OF THE CENTER OF 78TH STREET, 48.0 FEET SOUTH
 JE1992'OF THE CENTER OF A CONCRETE DRIVEWAY, 29.0 FEET EAST OF THE CENTER
 JE1992'OF SANTA FE STREET AND 21.0 FEET WEST OF THE WEST EDGE OF A
 JE1992'FENCE AROUND THE WATER TANK.  THE UNDERGROUND DISK IS SET IN AN
 JE1992'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 JE1992'
 JE1992'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED MARTY 2 1884 NO 5 1974,
 JE1992'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE
 JE1992'DRIVEWAY.  IT IS 4.5 FEET WEST OF THE EAST EDGE OF THE DRIVEWAY,
 JE1992'0.7 FOOT NORTH OF THE SOUTHEAST EDGE OF THE DRIVEWAY AND ABOUT 2
 JE1992'FEET HIGHER THAN THE STATION.
 JE1992'
 JE1992'MARTY 2 1934 IS A STANDARD DISK, STAMPED MARTY 2 1884 1934, SET IN
 JE1992'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 1 INCH
 JE1992'ABOVE THE GROUND.  IT IS 86.0 FEET NORTH OF THE CENTER OF 77TH
 JE1992'STREET, 38.0 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE AND
 JE1992'31.0 FEET EAST OF THE CENTER OF SANTA FE DRIVE.
 JE1992'
 JE1992'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MARTY 2 1884 NO 3 1972,
 JE1992'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS
 JE1992'FLUSH WITH THE GROUND.  IT IS 21.0 FEET NORTH OF THE CENTER OF 76TH
 JE1992'STREET, 18.0 FEET WEST OF THE CENTER OF SANTA FE DRIVE AND 3.0
 JE1992'FEET WEST OF A POWER LINE POLE.
 JE1992'
 JE1992'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTH ON SANTA FE
 JE1992'DRIVE FOR 0.3 MILE TO THE JUNCTION WITH 76TH STREET AND THE MARK IN
 JE1992'THE NORTHWEST ANGLE OF THE STREETS.
 JE1992'
 JE1992'NEAREST TOWN--IN OVERLAND PARK.
 JE1992'
 JE1992'HEIGHT OF LIGHT ABOVE STATION MARK 31.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0833 ***********************************************************************
 KG0833  DESIGNATION -  MARVIN
 KG0833  PID         -  KG0833
 KG0833  STATE/COUNTY-  KS/NORTON
 KG0833  USGS QUAD   -  NORTON NW (1965)
 KG0833
 KG0833                         *CURRENT SURVEY CONTROL
 KG0833  ___________________________________________________________________
 KG0833* NAD 83(1997)-  39 54 51.86095(N)    099 57 12.79013(W)     ADJUSTED  
 KG0833* NAVD 88     -       760.     (meters)    2493.     (feet)  SCALED    
 KG0833  ___________________________________________________________________
 KG0833  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 KG0833  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 KG0833
 KG0833  HORZ ORDER  -  FIRST
 KG0833
 KG0833.The horizontal coordinates were established by classical geodetic methods
 KG0833.and adjusted by the National Geodetic Survey in October 1998..
 KG0833
 KG0833.The orthometric height was scaled from a topographic map.
 KG0833
 KG0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0833
 KG0833.The geoid height was determined by GEOID03.
 KG0833
 KG0833;                    North         East     Units Scale Factor Converg.
 KG0833;SPC KS N     -   177,327.312   232,979.450   MT  1.00002389   -1 14 09.7
 KG0833;SPC NE       -     9,003.259   503,971.410   MT  1.00003976   +0 01 50.8
 KG0833;UTM  14      - 4,418,692.333   418,502.807   MT  0.99968176   -0 36 42.7
 KG0833
 KG0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0833!SPC KS N     -   0.99988460  x   1.00002389  =   0.99990848
 KG0833!SPC NE       -   0.99988460  x   1.00003976  =   0.99992435
 KG0833!UTM  14      -   0.99988460  x   0.99968176  =   0.99956639
 KG0833
 KG0833|---------------------------------------------------------------------|
 KG0833| PID    Reference Object                     Distance      Geod. Az  |
 KG0833|                                                           dddmmss.s |
 KG0833| CN9953 MARVIN RM 1                          49.667 METERS 06336     |
 KG0833| CN9951 MARVIN AZ MK                                       0873406.2 |
 KG0833| CN9952 MARVIN AZ MK 2                                     0880943.3 |
 KG0833| KG0825 NORTON TB SANITARIUM LAUND STK      APPROX.14.0 KM 1225442.9 |
 KG0833| KG0824 STATE TUBERCULOIS HOSPITAL TK       APPROX.14.0 KM 1230319.9 |
 KG0833| KG0823 NORTON ST TB SANITARIUM W TANK      APPROX.14.0 KM 1230803.3 |
 KG0833| KG0832 NORTON OLD CITY STANDPIPE           APPROX.11.6 KM 1535457.6 |
 KG0833| KG0829 NORTON ST POLICE E RADIO TOWER      APPROX.13.1 KM 1550340.8 |
 KG0833| KG0828 NORTON REA WEST RADIO TOWER         APPROX.13.3 KM 1555943.0 |
 KG0833| KG0819 COUNTRY CHURCH SPIRE G              APPROX.21.2 KM 1890010.5 |
 KG0833| KH0723 NORCATUR ST MARKS EVAN LUTH CH      APPROX.21.9 KM 2465956.5 |
 KG0833| KH0722 NORCATUR MUNICIPAL TANK             APPROX.21.9 KM 2474152.0 |
 KG0833| CN9954 MARVIN RM 2                          76.630 METERS 27019     |
 KG0833|---------------------------------------------------------------------|
 KG0833
 KG0833                          SUPERSEDED SURVEY CONTROL
 KG0833
 KG0833  NAD 83(1997)-  39 54 51.86160(N)    099 57 12.79024(W) AD(       ) 1
 KG0833  NAD 83(1986)-  39 54 51.86564(N)    099 57 12.79295(W) AD(       ) 1
 KG0833  NAD 27      -  39 54 51.84800(N)    099 57 11.34100(W) AD(       ) 1
 KG0833
 KG0833.Superseded values are not recommended for survey control.
 KG0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0833.See file dsdata.txt to determine how the superseded data were derived.
 KG0833
 KG0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK1850318692(NAD 83)
 KG0833_MARKER: DS = TRIANGULATION STATION DISK
 KG0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0833
 KG0833  HISTORY     - Date     Condition        Report By
 KG0833  HISTORY     - 1934     MONUMENTED       CGS
 KG0833  HISTORY     - 1950     GOOD             CGS
 KG0833
 KG0833                          STATION DESCRIPTION
 KG0833
 KG0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0833'STATION IS LOCATED ON LAND OWNED BY MR. W.C. MARVIN, IN THE
 KG0833'NORTHEAST QUARTER OF SEC. 6, T. 2 S., R. 23 W., IN CENTER
 KG0833'TOWNSHIP, ABOUT 6 MILES SOUTH OF THE KANSAS-NEBRASKA STATE
 KG0833'LINE AND ABOUT 6 MILES NORTH AND 3-1/2 MILES WEST OF NORTON.
 KG0833'MARK IS SET 28 FEET SOUTH OF CENTERLINE OF EAST-WEST DIRT ROAD
 KG0833'(NORTON COUNTY HIGHWAY 541), AT TOP OF GRADE, AND 0.35 MILE
 KG0833'WEST OF THE MARVIN HOME.
 KG0833'
 KG0833'TO REACH FROM JUNCTION OF U.S. HIGHWAY 36 AND KANSAS HIGHWAY
 KG0833'21 IN NORTON, GO NORTH ON KANSAS 21 FOR 0.9 MILE, THEN TURN
 KG0833'LEFT AT CEMETERY AND FOLLOW NORTON COUNTY HIGHWAY 541 FOR
 KG0833'8.5 MILES TO TOP OF GRADE AND STATION ON LEFT.
 KG0833'
 KG0833'REFERENCE MARK NO. 1 IS SET IN NORTH-SOUTH FENCE LINE, 32
 KG0833'FEET SOUTH OF CENTERLINE OF EAST-WEST DIRT ROAD, AND 8 FEET
 KG0833'SOUTH OF EAST-WEST FENCE LINE.
 KG0833'
 KG0833'REFERENCE MARK NO. 2 IS SET IN EAST-WEST FENCE LINE, 33
 KG0833'FEET NORTH OF CENTERLINE OF EAST-WEST ROAD.  NOTE 11B.
 KG0833'
 KG0833'AZIMUTH MARK IS IN THE NORTHWEST CORNER OF INTERSECTION OF
 KG0833'NORTH-SOUTH AND EAST-WEST ROAD, 33 FEET FROM THE CENTERLINE
 KG0833'OF BOTH NORTH-SOUTH AND EAST-WEST ROADS.  MARK IS REACHED
 KG0833'FROM STATION BY GOING 0.7 MILE EAST, ON RIGHT SIDE OF ROAD,
 KG0833'JUST WEST OF CROSS ROAD.
 KG0833'
 KG0833'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KG0833
 KG0833                          STATION RECOVERY (1950)
 KG0833
 KG0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0833'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KG0833'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 KG0833'AZIMUTH MARK WAS ESTABLISHED.
 KG0833'
 KG0833'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KG0833'
 KG0833'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH AND 3.5 MILES
 KG0833'WEST OF NORTON IN THE NORTH EDGE OF A CULTIVATED FIELD, 40
 KG0833'FEET SOUTH OF THE CENTER OF ROAD AND 18 FEET SOUTH OF AN EAST-WEST
 KG0833'FENCE LINE AND WITNESS POST.  IT IS STAMPED MARVIN 1934 AND
 KG0833'IS 18 INCHES BELOW THE GROUND SURFACE.
 KG0833'
 KG0833'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET
 KG0833'NORTH OF THE CENTER OF ROAD AND 1 FOOT SOUTH OF AN EAST-WEST
 KG0833'FENCE LINE.  IT IS STAMPED MARVIN NO 1 1934 AND PROJECTS 1
 KG0833'FOOT.
 KG0833'
 KG0833'REFERENCE MARK NO. 2 IS IN A NORTH-SOUTH FENCE LINE, 36 FEET
 KG0833'SOUTH OF THE CENTER OF ROAD AND 12 FEET SOUTH OF A T FENCE
 KG0833'CORNER.  IT IS STAMPED MARVIN NO 2 1934 AND PROJECTS 6 INCHES.
 KG0833'
 KG0833'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A CULTIVATED
 KG0833'FIELD, 40 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD,
 KG0833'22 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 6 FEET
 KG0833'NORTHEAST OF A WITNESS POST AND 3 FEET NORTH OF A TELEPHONE
 KG0833'POLE AND FENCE CORNER.  IT IS STAMPED MARVIN 1950 AND PROJECTS
 KG0833'3 INCHES.
 KG0833'
 KG0833'TO REACH THE STATION FROM THE COURTHOUSE IN NORTON, GO WEST
 KG0833'1 BLOCK TO U.S. HIGHWAY 283, TURN RIGHT AND GO NORTH FOR
 KG0833'0.6 MILE TO JUNCTION WITH U.S. HIGHWAY 36, CONTINUE NORTH
 KG0833'ON U.S. HIGHWAY 283 FOR 4.0 MILES TO A CROSSROAD.  TURN LEFT
 KG0833'AND GO WEST ON DIRT ROAD FOR 3.0 MILES TO A CROSSROAD,
 KG0833'TURN RIGHT AND GO NORTH FOR 1.0 MILE TO A CROSSROAD AND AZIMUTH
 KG0833'MARK JUST NORTHWEST AS DESCRIBED.  TURN LEFT AND GO WEST
 KG0833'FOR 0.4 MILE TO STATION ON LEFT AS DESCRIBED.
 KG0833'
 KG0833'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1140 ***********************************************************************
 KF1140  DESIGNATION -  MARY
 KF1140  PID         -  KF1140
 KF1140  STATE/COUNTY-  KS/MARSHALL
 KF1140  USGS QUAD   -  MARYSVILLE (1983)
 KF1140
 KF1140                         *CURRENT SURVEY CONTROL
 KF1140  ___________________________________________________________________
 KF1140* NAD 83(1997)-  39 48 07.10034(N)    096 38 38.15058(W)     ADJUSTED  
 KF1140* NAVD 88     -       406.     (meters)    1332.     (feet)  SCALED    
 KF1140  ___________________________________________________________________
 KF1140  LAPLACE CORR-          -8.15  (seconds)                    DEFLEC99
 KF1140  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 KF1140
 KF1140  HORZ ORDER  -  THIRD
 KF1140
 KF1140.The horizontal coordinates were established by classical geodetic methods
 KF1140.and adjusted by the National Geodetic Survey in October 1998..
 KF1140
 KF1140.The orthometric height was scaled from a topographic map.
 KF1140
 KF1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1140
 KF1140.The geoid height was determined by GEOID03.
 KF1140
 KF1140;                    North         East     Units Scale Factor Converg.
 KF1140;SPC KS N     -   163,911.344   516,129.820   MT  1.00000308   +0 51 28.8
 KF1140;UTM  14      - 4,408,434.017   701,703.493   MT  1.00010090   +1 30 31.4
 KF1140
 KF1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1140!SPC KS N     -   0.99994069  x   1.00000308  =   0.99994377
 KF1140!UTM  14      -   0.99994069  x   1.00010090  =   1.00004159
 KF1140
 KF1140:                Primary Azimuth Mark                     Grid Az
 KF1140:SPC KS N     -  MARSVILLE MUNICIPAL STANDPIPE            006 08 36.4
 KF1140:UTM  14      -  MARSVILLE MUNICIPAL STANDPIPE            005 29 33.8
 KF1140
 KF1140|---------------------------------------------------------------------|
 KF1140| PID    Reference Object                     Distance      Geod. Az  |
 KF1140|                                                           dddmmss.s |
 KF1140| KF1142 MARSVILLE MUNICIPAL STANDPIPE       APPROX. 4.5 KM 0070005.2 |
 KF1140| CL7428 MARY RM 2                            12.540 METERS 17520     |
 KF1140| CL7426 MARY AZ MK                                         1850935.2 |
 KF1140| KF1139 MARY 2                               12.581 METERS 25719     |
 KF1140| CL7427 MARY RM 1                             8.496 METERS 35522     |
 KF1140|---------------------------------------------------------------------|
 KF1140
 KF1140                          SUPERSEDED SURVEY CONTROL
 KF1140
 KF1140  NAD 83(1997)-  39 48 07.10191(N)    096 38 38.15034(W) AD(       ) 3
 KF1140  NAD 83(1986)-  39 48 07.10592(N)    096 38 38.14729(W) AD(       ) 3
 KF1140  NAD 27      -  39 48 07.09600(N)    096 38 37.08500(W) AD(       ) 3
 KF1140
 KF1140.Superseded values are not recommended for survey control.
 KF1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1140.See file dsdata.txt to determine how the superseded data were derived.
 KF1140
 KF1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK0170308434(NAD 83)
 KF1140_MARKER: DS = TRIANGULATION STATION DISK
 KF1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1140
 KF1140  HISTORY     - Date     Condition        Report By
 KF1140  HISTORY     - 1947     MONUMENTED       CGS
 KF1140  HISTORY     - 1959     GOOD             CGS
 KF1140
 KF1140                          STATION DESCRIPTION
 KF1140
 KF1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1140'THE STATION IS LOCATED ABOUT 2.7 MILES SOUTH OF MARYSVILLE,
 KF1140'57 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 77, 29.5 FEET
 KF1140'SOUTH OF A POWER LINE POLE, 7.5 FEET SOUTH OF A WITNESS POST, AND
 KF1140'2.5 FEET EAST OF A FENCE LINE.  IT PROJECTS 7 INCHES AND IS
 KF1140'STAMPED MARY 1947.
 KF1140'
 KF1140'REFERENCE MARK NO.1 IS 56.5 FEET WEST OF THE CENTER OF U.S.
 KF1140'HIGHWAY NO. 77, 2 FEET SOUTH OF A POWER LINE POLE AND 2 FEET
 KF1140'EAST OF A FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED
 KF1140'MARY NO 1 1947.
 KF1140'
 KF1140'REFERENCE MARK NO. 2 IS 56.7 FEET WEST OF THE CENTER OF U.S.
 KF1140'HIGHWAY NO. 77 AND 3 FEET EAST OF A FENCE LINE.  IT PROJECTS
 KF1140'3 INCHES AND IS STAMPED MARY NO 2 1947.
 KF1140'
 KF1140'AZIMUTH MARK IS 59 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 KF1140'NO. 77, 28 FEET NORTH OF THE CENTER OF A DRIVEWAY, 18 FEET
 KF1140'NORTH OF A FENCE CORNER, AND 1.5 FEET WEST OF A FENCE LINE.
 KF1140'IT PROJECTS 3 INCHES AND IS STAMPED MARY 1947.
 KF1140'
 KF1140'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO.
 KF1140'77 AND NO. 36 IN THE EAST EDGE OF MARYSVILLE, GO SOUTH ON U.S.
 KF1140'HIGHWAY NO. 77 FOR 2.7 MILES TO THE TOP OF A GRADE AND THE
 KF1140'STATION ON THE RIGHT AS DESCRIBED.
 KF1140'
 KF1140'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 KF1140'HIGHWAY NO. 77 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE
 KF1140'LEFT AS DESCRIBED.
 KF1140'
 KF1140'A 74 FOOT SIGNAL AT JOHNSTON IS VISIBLE AT 4 FEET.
 KF1140'
 KF1140'A 4 FOOT SIGNAL AT SCHROYER IS VISIBLE AT 4 FEET.
 KF1140'
 KF1140'A 74 FOOT SIGNAL AT FAIRFIELD IS VISIBLE AT 4 FEET.
 KF1140
 KF1140                          STATION RECOVERY (1959)
 KF1140
 KF1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KF1140'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KF1140'IN GOOD CONDITION.  HIGHWAY CONSTRUCTION ALONG U.S. HIGHWAY
 KF1140'77 WILL DESTROY ALL THE MARKS.  THEY WERE MOVED AT THE REQUEST
 KF1140'OF THE STATE HIGHWAY ENGINEER, R.E. FINCHAM.  FOR DETAILS,
 KF1140'SEE THE DESCRIPTION OF MARY 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5431 ***********************************************************************
 AE5431  CBN         -  This is a Cooperative Base Network Control Station.
 AE5431  DESIGNATION -  MARY
 AE5431  PID         -  AE5431
 AE5431  STATE/COUNTY-  KS/FINNEY
 AE5431  USGS QUAD   -  GARDEN CITY EAST (1983)
 AE5431
 AE5431                         *CURRENT SURVEY CONTROL
 AE5431  ___________________________________________________________________
 AE5431* NAD 83(1997)-  37 59 32.39366(N)    100 50 17.45749(W)     ADJUSTED  
 AE5431* NAVD 88     -       872.0    (meters)    2861.     (feet)  GPS OBS   
 AE5431  ___________________________________________________________________
 AE5431  X           -    -946,501.260 (meters)                     COMP
 AE5431  Y           -  -4,943,831.533 (meters)                     COMP
 AE5431  Z           -   3,905,294.290 (meters)                     COMP
 AE5431  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AE5431  ELLIP HEIGHT-         846.53  (meters)          (08/16/04) GPS OBS
 AE5431  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 AE5431
 AE5431  HORZ ORDER  -  B
 AE5431  ELLP ORDER  -  FOURTH    CLASS II
 AE5431
 AE5431.The horizontal coordinates were established by GPS observations
 AE5431.and adjusted by the National Geodetic Survey in December 1997..
 AE5431
 AE5431.The orthometric height was determined by GPS observations and a
 AE5431.high-resolution geoid model.
 AE5431
 AE5431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5431
 AE5431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5431
 AE5431.The ellipsoidal height was determined by GPS observations
 AE5431.and is referenced to NAD 83.
 AE5431
 AE5431.The geoid height was determined by GEOID03.
 AE5431
 AE5431;                    North         East     Units Scale Factor Converg.
 AE5431;SPC KS S     -   549,704.007   194,644.796   MT  0.99993676   -1 26 12.8
 AE5431;UTM  14      - 4,206,558.313   338,588.898   MT  0.99992089   -1 07 54.3
 AE5431
 AE5431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5431!SPC KS S     -   0.99986718  x   0.99993676  =   0.99980395
 AE5431!UTM  14      -   0.99986718  x   0.99992089  =   0.99978809
 AE5431
 AE5431                          SUPERSEDED SURVEY CONTROL
 AE5431
 AE5431  ELLIP H (12/22/97)  846.56   (m)                       GP(       ) 4 1
 AE5431
 AE5431.Superseded values are not recommended for survey control.
 AE5431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5431.See file dsdata.txt to determine how the superseded data were derived.
 AE5431
 AE5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH3858906558(NAD 83)
 AE5431_MARKER: A = ALUMINUM MARKER
 AE5431_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AE5431_STAMPING: MARY 1997
 AE5431_MARK LOGO: KS1950
 AE5431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5431+STABILITY: SURFACE MOTION
 AE5431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5431+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1997
 AE5431
 AE5431  HISTORY     - Date     Condition        Report By
 AE5431  HISTORY     - 1997     MONUMENTED       KS1950
 AE5431  HISTORY     - 19970428 GOOD             NGS
 AE5431
 AE5431                          STATION DESCRIPTION
 AE5431
 AE5431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5431'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF GARDEN CITY, ON THE
 AE5431'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 83 AND 50 BYPASS AND NEAR THE CENTER
 AE5431'PORTION OF SECTION 4, T 24 S, R 32 W.  NOTE--CITY SURVEYOR, HAROLD L.
 AE5431'WILLIAMS, R.L.S., PHONE 316-276-1130.  OWNERSHIP--KANSAS DEPARTMENT OF
 AE5431'TRANSPORTATION.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AE5431'HIGHWAY 83/50 AND MARY STREET IN THE NORTHEAST EDGE OF GARDEN CITY, GO
 AE5431'NORTH ON U.S. HIGHWAY 83/50 BYPASS FOR 0.40 KM (0.25 MI) TO AN
 AE5431'ENTRANCE ROAD ON THE RIGHT LEADING TO A SMALL, OIL PUMP JACK AND
 AE5431'STORAGE TANK.  TURN RIGHT AND GO EAST ON THE DIRT ENTRANCE ROAD FOR
 AE5431'ABOUT 50 FEET (15.2 M) TO A LOCKED GATE IN THE RIGHT-OF-WAY FENCE
 AE5431'LINE.  TURN RIGHT AND GO SOUTH ON A TRACK ROAD ALONG THE SOUTH SIDE OF
 AE5431'THE RIGHT-OF-WAY FENCE FOR 0.08 KM (0.05 MI) TO THE STATION ON THE
 AE5431'LEFT.  THE STATION IS A 2-1/2 INCH ALUMINUM CAP CEMENTED IN THE TOP OF
 AE5431'A 2-INCH DIAMETER PVC PIPE AND SURROUNDED BY AN IRREGULAR MASS OF
 AE5431'CONCRETE.  ACCESS IS HAD THROUGH A 5-INCH LOGO CAP.  THE UNDERGROUND
 AE5431'MARK IS A 2-1/2 INCH ALUMINUM CAP CEMENTED IN THE TOP OF A 2-INCH
 AE5431'DIAMETER PVC PIPE SURROUNDED BY AN IRREGULAR MASS OF CONCRETE AND IS
 AE5431'1.28 M (4.20 FT) BELOW GROUND SURFACE.  LOCATED 33.53 M (110.01 FT)
 AE5431'EAST FROM CENTER OF HIGHWAY, 0.78 M (2.56 FT) WEST FROM THE
 AE5431'NORTH-SOUTH RIGHT-OF-WAY FENCE AND 0.53 M (1.74 FT) NORTH-NORTHWEST
 AE5431'FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1139 ***********************************************************************
 KF1139  DESIGNATION -  MARY 2
 KF1139  PID         -  KF1139
 KF1139  STATE/COUNTY-  KS/MARSHALL
 KF1139  USGS QUAD   -  MARYSVILLE (1983)
 KF1139
 KF1139                         *CURRENT SURVEY CONTROL
 KF1139  ___________________________________________________________________
 KF1139* NAD 83(1997)-  39 48 07.01081(N)    096 38 38.66654(W)     ADJUSTED  
 KF1139* NAVD 88     -       406.     (meters)    1332.     (feet)  SCALED    
 KF1139  ___________________________________________________________________
 KF1139  LAPLACE CORR-          -8.15  (seconds)                    DEFLEC99
 KF1139  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 KF1139
 KF1139  HORZ ORDER  -  THIRD
 KF1139
 KF1139.The horizontal coordinates were established by classical geodetic methods
 KF1139.and adjusted by the National Geodetic Survey in October 1998..
 KF1139.No horizontal observational check was made to the station.
 KF1139
 KF1139.The orthometric height was scaled from a topographic map.
 KF1139
 KF1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1139
 KF1139.The geoid height was determined by GEOID03.
 KF1139
 KF1139;                    North         East     Units Scale Factor Converg.
 KF1139;SPC KS N     -   163,908.399   516,117.588   MT  1.00000307   +0 51 28.5
 KF1139;UTM  14      - 4,408,430.933   701,691.295   MT  1.00010084   +1 30 31.0
 KF1139
 KF1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1139!SPC KS N     -   0.99994069  x   1.00000307  =   0.99994376
 KF1139!UTM  14      -   0.99994069  x   1.00010084  =   1.00004153
 KF1139
 KF1139:                Primary Azimuth Mark                     Grid Az
 KF1139:SPC KS N     -  MARYSVILLE ST GREGORY CHURCH             001 45 05.7
 KF1139:UTM  14      -  MARYSVILLE ST GREGORY CHURCH             001 06 03.2
 KF1139
 KF1139|---------------------------------------------------------------------|
 KF1139| PID    Reference Object                     Distance      Geod. Az  |
 KF1139|                                                           dddmmss.s |
 KF1139| KF1137 MARYSVILLE ST GREGORY CHURCH        APPROX. 4.5 KM 0023634.2 |
 KF1139| KF1140 MARY                                 12.581 METERS 07719     |
 KF1139| CL7430 MARY 2 RM 3                          19.873 METERS 17535     |
 KF1139| CL7429 MARY 2 AZ MK                                       1840918.6 |
 KF1139| CL7426 MARY AZ MK                                         1843559.4 |
 KF1139| CL7431 MARY 2 RM 4                           8.044 METERS 35544     |
 KF1139|---------------------------------------------------------------------|
 KF1139
 KF1139                          SUPERSEDED SURVEY CONTROL
 KF1139
 KF1139  NAD 83(1997)-  39 48 07.01238(N)    096 38 38.66630(W) AD(       ) 3
 KF1139  NAD 83(1986)-  39 48 07.01638(N)    096 38 38.66325(W) AD(       ) 3
 KF1139  NAD 27      -  39 48 07.00650(N)    096 38 37.60100(W) AD(       ) 3
 KF1139
 KF1139.Superseded values are not recommended for survey control.
 KF1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1139.See file dsdata.txt to determine how the superseded data were derived.
 KF1139
 KF1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK0169108431(NAD 83)
 KF1139_MARKER: DS = TRIANGULATION STATION DISK
 KF1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1139_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1139
 KF1139  HISTORY     - Date     Condition        Report By
 KF1139  HISTORY     - 1959     MONUMENTED       CGS
 KF1139  HISTORY     - 1965     GOOD             CGS
 KF1139
 KF1139                          STATION DESCRIPTION
 KF1139
 KF1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KF1139'STATION IS LOCATED ABOUT 2 AND 3/4 MILES SOUTH OF MARYSVILLE
 KF1139'ON THE WEST SIDE OF U.S. HIGHWAY 77, 168 FEET NORTH OF THE NORTH
 KF1139'GATE POST IN THE WEST RIGHT-OF-WAY FENCE, 100 FEET WEST
 KF1139'OF THE CENTER OF U.S. HIGHWAY 77, 5 FEET SOUTH OF A NEW
 KF1139'WITNESS POST SIGN, AND 1 FOOT EAST OF THE FENCE.  THE MARK
 KF1139'PROJECTS 2 INCHES AND THE DISK IS STAMPED MARY 2 1959.
 KF1139'
 KF1139'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 KF1139'36 AND 77 IN THE EAST PART OF MARYSVILLE, GO SOUTH ON U.S.
 KF1139'HIGHWAY 77 FOR 2.7 MILES TO THE TOP OF GRADE AND THE STATION
 KF1139'ON THE RIGHT AS DESCRIBED.
 KF1139'
 KF1139'REFERENCE MARK NO. 3 IS 103 FEET NORTH OF THE NORTH GATE POST
 KF1139'IN THE WEST RIGHT-OF-WAY FENCE, 100 FEET WEST OF THE CENTER
 KF1139'OF U.S. HIGHWAY 77, AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS
 KF1139'6 INCHES AND THE DISK IS STAMPED MARY 2 NO 3 1959.
 KF1139'
 KF1139'REFERENCE MARK NO. 4 IS 100 FEET WEST OF THE CENTER OF U.S.
 KF1139'HIGHWAY 77 AND 3 FEET SOUTH OF A POWER POLE.  THE MARK PROJECTS
 KF1139'2 INCHES AND THE DISK IS STAMPED MARY 2 NO 4 1959.
 KF1139'
 KF1139'AZIMUTH MARK IS 0.75 MILE SOUTH OF THE STATION, 90 FEET EAST
 KF1139'OF THE CENTER OF U.S. HIGHWAY 77, 19 FEET NORTH OF AN EAST-WEST
 KF1139'FENCE, AND 1.5 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS
 KF1139'6 INCHES AND THE DISK IS STAMPED MARY 2 1959.
 KF1139'
 KF1139'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 KF1139'HIGHWAY 77 FOR 0.75 MILE TO A FIELD ENTRANCE ON THE LEFT
 KF1139'AND THE AZIMUTH MARK AS DESCRIBED.
 KF1139'
 KF1139'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KF1139
 KF1139                          STATION RECOVERY (1965)
 KF1139
 KF1139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1139'THE DESCRIPTION FOR THIS STATION WAS NOT AVAILABLE, THE STATION
 KF1139'MARK REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL LOCATED AND
 KF1139'APPEARED TO HAVE NOT BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1206 ***********************************************************************
 KF1206  DESIGNATION -  MARYSPORT
 KF1206  PID         -  KF1206
 KF1206  STATE/COUNTY-  KS/MARSHALL
 KF1206  USGS QUAD   -  MARYSVILLE (1983)
 KF1206
 KF1206                         *CURRENT SURVEY CONTROL
 KF1206  ___________________________________________________________________
 KF1206* NAD 83(1997)-  39 51 16.01870(N)    096 37 47.96341(W)     ADJUSTED  
 KF1206* NAVD 88     -       390.4    (meters)    1281.     (feet)  VERTCON   
 KF1206  ___________________________________________________________________
 KF1206  X           -    -566,127.484 (meters)                     COMP
 KF1206  Y           -  -4,870,567.082 (meters)                     COMP
 KF1206  Z           -   4,065,824.918 (meters)                     COMP
 KF1206  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 KF1206  ELLIP HEIGHT-         362.83  (meters)          (10/02/98) GPS OBS
 KF1206  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 KF1206
 KF1206  HORZ ORDER  -  THIRD
 KF1206  ELLP ORDER  -  FOURTH    CLASS I
 KF1206
 KF1206.This mark is at Marysville Municipal Airport (MYZ)
 KF1206
 KF1206.The horizontal coordinates were established by GPS observations
 KF1206.and adjusted by the National Geodetic Survey in October 1998..
 KF1206
 KF1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1206
 KF1206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF1206
 KF1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1206
 KF1206.The ellipsoidal height was determined by GPS observations
 KF1206.and is referenced to NAD 83.
 KF1206
 KF1206.The geoid height was determined by GEOID03.
 KF1206
 KF1206;                    North         East     Units Scale Factor Converg.
 KF1206;SPC KS N     -   169,755.319   517,235.437   MT  1.00001231   +0 52 00.6
 KF1206;UTM  14      - 4,414,290.748   702,742.680   MT  1.00010607   +1 31 09.5
 KF1206
 KF1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1206!SPC KS N     -   0.99994308  x   1.00001231  =   0.99995539
 KF1206!UTM  14      -   0.99994308  x   1.00010607  =   1.00004915
 KF1206
 KF1206:                Primary Azimuth Mark                     Grid Az
 KF1206:SPC KS N     -  MARYSPORT AZ MK                          339 49 10.3
 KF1206:UTM  14      -  MARYSPORT AZ MK                          339 10 01.4
 KF1206
 KF1206|---------------------------------------------------------------------|
 KF1206| PID    Reference Object                     Distance      Geod. Az  |
 KF1206|                                                           dddmmss.s |
 KF1206| KF1207 MARYSPORT AZ MK                     477.069 METERS 3404110.9 |
 KF1206|---------------------------------------------------------------------|
 KF1206
 KF1206                          SUPERSEDED SURVEY CONTROL
 KF1206
 KF1206  NAD 83(1997)-  39 51 16.02096(N)    096 37 47.96293(W) AD(       ) 3
 KF1206  NAD 83(1986)-  39 51 16.02654(N)    096 37 47.96248(W) AD(       ) 3
 KF1206  NGVD 29 (02/23/90)  390.3    (m)         1281.     (f) GPS OBS        
 KF1206
 KF1206.Superseded values are not recommended for survey control.
 KF1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1206.See file dsdata.txt to determine how the superseded data were derived.
 KF1206
 KF1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK0274314291(NAD 83)
 KF1206_MARKER: I = METAL ROD
 KF1206_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KF1206_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KF1206_STAMPING: MARYSPORT 1989
 KF1206_MARK LOGO: NGS   
 KF1206_PROJECTION: FLUSH
 KF1206_MAGNETIC: I = MARKER IS A STEEL ROD
 KF1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF1206+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KF1206_ROD/PIPE-DEPTH: 8.10 meters
 KF1206_SLEEVE-DEPTH  : 01.0 meters
 KF1206
 KF1206  HISTORY     - Date     Condition        Report By
 KF1206  HISTORY     - 1989     MONUMENTED       NGS
 KF1206
 KF1206                          STATION DESCRIPTION
 KF1206
 KF1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KF1206'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF MARYSVILLE,
 KF1206'AT THE MARYSVILLE MUNICIPAL AIRPORT, IN THE NORTHWEST ANGLE OF THE
 KF1206'JUNCTION OF THE PAVED RUNWAY AND THE CONNECTING TAXIWAY.
 KF1206'OWNERSHIP--CITY OF MARYSVILLE, C/O AIRPORT MANAGER AND CITY CLERK
 KF1206'PAULA HOLLE, 209 NORTH 8TH STREET, MARYSVILLE KS 66508.  PHONE
 KF1206'(913)562-5331.
 KF1206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 77
 KF1206'SOUTH IN MARYSVILLE, GO EAST FOR 1.0 KM (0.60 MI) ON HIGHWAY 36 TO A
 KF1206'PAVED STREET LEFT AT A HARDEES RESTAURANT.  TURN LEFT AND GO NORTHERLY
 KF1206'FOR 1.2 KM (0.75 MI) ON 20TH STREET TO A T-INTERSECTION.  TURN RIGHT
 KF1206'AND GO EASTERLY FOR 60 METERS ON THE AIRPORT ENTRANCE ROAD TO A PAVED
 KF1206'ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE
 KF1206'PAVED ROAD PASSING THROUGH A GATE AND BETWEEN HANGARS TO A TAXIWAY
 KF1206'LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY
 KF1206'AND ACROSS THE APRON TO THE CONNECTING TAXIWAY.  CONTINUE NORTHEAST
 KF1206'FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE STATION ON THE
 KF1206'LEFT, JUST BEFORE THE PAVED RUNWAY.
 KF1206'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KF1206'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 8.1 METERS IN A GREASE
 KF1206'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KF1206'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KF1206'12.8 M (42.0 FT) NORTHWEST FROM THE JUNCTION OF THE SOUTHWEST SIDE OF
 KF1206'THE RUNWAY AND THE CENTER OF THE CONNECTING TAXIWAY, 7.7 M (25.3 FT)
 KF1206'WEST FROM THE SOUTHWEST EDGE OF THE RUNWAY, AND 6.6 M (21.7 FT)
 KF1206'NORTH-NORTHWEST FROM THE NORTHWEST EDGE OF THE CONNECTING TAXIWAY.
 KF1206'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1207 ***********************************************************************
 KF1207  DESIGNATION -  MARYSPORT AZ MK
 KF1207  PID         -  KF1207
 KF1207  STATE/COUNTY-  KS/MARSHALL
 KF1207  USGS QUAD   -  MARYSVILLE (1983)
 KF1207
 KF1207                         *CURRENT SURVEY CONTROL
 KF1207  ___________________________________________________________________
 KF1207* NAD 83(1997)-  39 51 30.61620(N)    096 37 54.60158(W)     ADJUSTED  
 KF1207* NAVD 88     -       389.1    (meters)    1277.     (feet)  VERTCON   
 KF1207  ___________________________________________________________________
 KF1207  X           -    -566,250.787 (meters)                     COMP
 KF1207  Y           -  -4,870,261.207 (meters)                     COMP
 KF1207  Z           -   4,066,169.678 (meters)                     COMP
 KF1207  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 KF1207  ELLIP HEIGHT-         361.47  (meters)          (10/02/98) GPS OBS
 KF1207  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 KF1207
 KF1207  HORZ ORDER  -  THIRD
 KF1207  ELLP ORDER  -  FOURTH    CLASS I
 KF1207
 KF1207.This mark is at Marysville Municipal Airport (MYZ)
 KF1207
 KF1207.The horizontal coordinates were established by GPS observations
 KF1207.and adjusted by the National Geodetic Survey in October 1998..
 KF1207
 KF1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1207
 KF1207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF1207
 KF1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1207
 KF1207.The ellipsoidal height was determined by GPS observations
 KF1207.and is referenced to NAD 83.
 KF1207
 KF1207.The geoid height was determined by GEOID03.
 KF1207
 KF1207;                    North         East     Units Scale Factor Converg.
 KF1207;SPC KS N     -   170,203.106   517,070.857   MT  1.00001306   +0 51 56.4
 KF1207;UTM  14      - 4,414,736.673   702,572.995   MT  1.00010522   +1 31 05.7
 KF1207
 KF1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1207!SPC KS N     -   0.99994330  x   1.00001306  =   0.99995635
 KF1207!UTM  14      -   0.99994330  x   1.00010522  =   1.00004851
 KF1207
 KF1207:                Primary Azimuth Mark                     Grid Az
 KF1207:SPC KS N     -  MARYSPORT                                159 49 10.2
 KF1207:UTM  14      -  MARYSPORT                                159 10 00.9
 KF1207
 KF1207|---------------------------------------------------------------------|
 KF1207| PID    Reference Object                     Distance      Geod. Az  |
 KF1207|                                                           dddmmss.s |
 KF1207| KF1206 MARYSPORT                           477.069 METERS 1604106.6 |
 KF1207|---------------------------------------------------------------------|
 KF1207
 KF1207                          SUPERSEDED SURVEY CONTROL
 KF1207
 KF1207  NAD 83(1997)-  39 51 30.61871(N)    096 37 54.60115(W) AD(       ) 3
 KF1207  NAD 83(1986)-  39 51 30.62413(N)    096 37 54.60067(W) AD(       ) 3
 KF1207  NGVD 29 (02/23/90)  389.0    (m)         1276.     (f) GPS OBS        
 KF1207
 KF1207.Superseded values are not recommended for survey control.
 KF1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1207.See file dsdata.txt to determine how the superseded data were derived.
 KF1207
 KF1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK0257314737(NAD 83)
 KF1207_MARKER: I = METAL ROD
 KF1207_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KF1207_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KF1207_STAMPING: MARYSPORT AZ MK 1989
 KF1207_MARK LOGO: NGS   
 KF1207_PROJECTION: FLUSH
 KF1207_MAGNETIC: I = MARKER IS A STEEL ROD
 KF1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF1207+SATELLITE: SATELLITE OBSERVATIONS - 1989
 KF1207_ROD/PIPE-DEPTH: 7.80 meters
 KF1207_SLEEVE-DEPTH  : 01.0 meters
 KF1207
 KF1207  HISTORY     - Date     Condition        Report By
 KF1207  HISTORY     - 1989     MONUMENTED       NGS
 KF1207
 KF1207                          STATION DESCRIPTION
 KF1207
 KF1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KF1207'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF MARYSVILLE,
 KF1207'AT THE MARYSVILLE MUNICIPAL AIRPORT, ALONG THE SOUTHWEST SIDE AND NEAR
 KF1207'THE NORTHWEST END OF THE PAVED RUNWAY.  OWNERSHIP--CITY OF MARYSVILLE,
 KF1207'C/O AIRPORT MANAGER AND CITY CLERK PAULA HOLLE, 209 NORTH 8TH STREET,
 KF1207'MARYSVILLE KS 66508.  PHONE (913)562-5331.
 KF1207'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 77
 KF1207'SOUTH IN MARYSVILLE, GO EAST FOR 1.0 KM (0.60 MI) ON HIGHWAY 36 TO A
 KF1207'PAVED STREET LEFT AT A HARDEES RESTAURANT.  TURN LEFT AND GO NORTHERLY
 KF1207'FOR 1.2 KM (0.75 MI) ON 20TH STREET TO A T-JUNCTION.  TURN RIGHT AND
 KF1207'GO EASTERLY FOR 60 METERS ON THE AIRPORT ENTRANCE ROAD TO A PAVED ROAD
 KF1207'RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 1.0 KM (0.60 MI) ON THE PAVED
 KF1207'ROAD PASSING THROUGH A GATE AND BETWEEN HANGARS TO A TAXIWAY LEFT.
 KF1207'TURN LEFT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY AND
 KF1207'ACROSS THE APRON TO THE CONNECTING TAXIWAY.  CONTINUE NORTHEAST FOR
 KF1207'0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE PAVED RUNWAY.  TURN
 KF1207'LEFT AND GO NORTHWEST FOR 0.5 KM (0.30 MI) TO THE STATION ON THE LEFT,
 KF1207'JUST BEFORE A PAVED TURN-AROUND LEFT.
 KF1207'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KF1207'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 7.8 METERS IN A GREASE
 KF1207'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KF1207'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KF1207'31.7 M (104.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE NORTHWEST END
 KF1207'OF THE RUNWAY, 25.3 M (83.0 FT) NORTHWEST FROM THE NORTHWESTERNMOST
 KF1207'WHITE RUNWAY LIGHT NORTHWEST FROM THE SOUTHEAST END OF THE RUNWAY AND
 KF1207'6.7 M (22.0 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE RUNWAY.
 KF1207'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0335 ***********************************************************************
 KF0335  DESIGNATION -  MARYSVILLE
 KF0335  PID         -  KF0335
 KF0335  STATE/COUNTY-  KS/MARSHALL
 KF0335  USGS QUAD   -  MARYSVILLE (1983)
 KF0335
 KF0335                         *CURRENT SURVEY CONTROL
 KF0335  ___________________________________________________________________
 KF0335* NAD 83(1986)-  39 50 30.     (N)    096 38 33.     (W)     SCALED    
 KF0335* NAVD 88     -       366.630  (meters)    1202.85   (feet)  ADJUSTED  
 KF0335  ___________________________________________________________________
 KF0335  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 KF0335  DYNAMIC HT  -         366.421 (meters)    1202.17  (feet)  COMP
 KF0335  MODELED GRAV-     980,045.8   (mgal)                       NAVD 88
 KF0335
 KF0335  VERT ORDER  -  SECOND    CLASS 0
 KF0335
 KF0335.The horizontal coordinates were scaled from a topographic map and have
 KF0335.an estimated accuracy of +/- 6 seconds.
 KF0335
 KF0335.The orthometric height was determined by differential leveling
 KF0335.and adjusted by the National Geodetic Survey in June 1991..
 KF0335
 KF0335.The geoid height was determined by GEOID03.
 KF0335
 KF0335.The dynamic height is computed by dividing the NAVD 88
 KF0335.geopotential number by the normal gravity value computed on the
 KF0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0335.degrees latitude (g = 980.6199 gals.).
 KF0335
 KF0335.The modeled gravity was interpolated from observed gravity values.
 KF0335
 KF0335;                    North         East    Units  Estimated Accuracy
 KF0335;SPC KS N     -   168,320.      516,190.      MT  (+/- 180 meters Scaled)
 KF0335
 KF0335                          SUPERSEDED SURVEY CONTROL
 KF0335
 KF0335  NGVD 29 (??/??/92)  366.519  (m)         1202.49   (f) ADJ UNCH    2 0
 KF0335
 KF0335.Superseded values are not recommended for survey control.
 KF0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0335.See file dsdata.txt to determine how the superseded data were derived.
 KF0335
 KF0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK017128(NAD 83)
 KF0335_MARKER: DB = BENCH MARK DISK
 KF0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0335_SP_SET: MONUMENT BASE
 KF0335_STAMPING: MARYSVILLE 1934
 KF0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0335
 KF0335  HISTORY     - Date     Condition        Report By
 KF0335  HISTORY     - 1934     MONUMENTED       CGS
 KF0335  HISTORY     - 1965     GOOD             NGS
 KF0335  HISTORY     - 20050716 GOOD             USPSQD
 KF0335
 KF0335                          STATION DESCRIPTION
 KF0335
 KF0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0335'AT MARYSVILLE.
 KF0335'AT MARYSVILLE, MARSHALL COUNTY, AT THE COUNTY COURTHOUSE,
 KF0335'25 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE COURTHOUSE,
 KF0335'IN FRONT AND IN THE BASE OF THE PIONEER EXPRESS MONUMENT.  A
 KF0335'STANDARD DISK, STAMPED MARYSVILLE 1934.
 KF0335
 KF0335                          STATION RECOVERY (2005)
 KF0335
 KF0335'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KF0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1134 ***********************************************************************
 KF1134  DESIGNATION -  MARYSVILLE
 KF1134  PID         -  KF1134
 KF1134  STATE/COUNTY-  KS/MARSHALL
 KF1134  USGS QUAD   -  HOME (1966)
 KF1134
 KF1134                         *CURRENT SURVEY CONTROL
 KF1134  ___________________________________________________________________
 KF1134* NAD 83(1997)-  39 50 30.30877(N)    096 36 52.81404(W)     ADJUSTED  
 KF1134* NAVD 88     -       395.     (meters)    1296.     (feet)  SCALED    
 KF1134  ___________________________________________________________________
 KF1134  LAPLACE CORR-          -7.26  (seconds)                    DEFLEC99
 KF1134  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 KF1134
 KF1134  HORZ ORDER  -  SECOND
 KF1134
 KF1134.The horizontal coordinates were established by classical geodetic methods
 KF1134.and adjusted by the National Geodetic Survey in October 1998..
 KF1134
 KF1134.The orthometric height was scaled from a topographic map.
 KF1134
 KF1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1134
 KF1134.The geoid height was determined by GEOID03.
 KF1134
 KF1134;                    North         East     Units Scale Factor Converg.
 KF1134;SPC KS N     -   168,365.619   518,567.813   MT  1.00001000   +0 52 35.5
 KF1134;UTM  14      - 4,412,916.173   704,090.924   MT  1.00011282   +1 31 43.4
 KF1134
 KF1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1134!SPC KS N     -   0.99994242  x   1.00001000  =   0.99995242
 KF1134!UTM  14      -   0.99994242  x   1.00011282  =   1.00005523
 KF1134
 KF1134:                Primary Azimuth Mark                     Grid Az
 KF1134:SPC KS N     -  MARYSVILLE AZ MK                         086 56 24.5
 KF1134:UTM  14      -  MARYSVILLE AZ MK                         086 17 16.6
 KF1134
 KF1134|---------------------------------------------------------------------|
 KF1134| PID    Reference Object                     Distance      Geod. Az  |
 KF1134|                                                           dddmmss.s |
 KF1134| CL7432 MARYSVILLE AZ MK                                   0874900.0 |
 KF1134| KF1135 HOME ZIONS LUTHERAN CH SPIRE        APPROX. 8.0 KM 0895940.0 |
 KF1134| CL7433 MARYSVILLE RM 1                       6.048 METERS 12049     |
 KF1134| CL7434 MARYSVILLE RM 2                       5.693 METERS 23811     |
 KF1134| KF1179 FIRST ENGLISH LUTH CH SPIRE         APPROX.13.4 KM 2600851.7 |
 KF1134| KF1137 MARYSVILLE ST GREGORY CHURCH        APPROX. 2.3 KM 2730600.8 |
 KF1134|---------------------------------------------------------------------|
 KF1134
 KF1134                          SUPERSEDED SURVEY CONTROL
 KF1134
 KF1134  NAD 83(1997)-  39 50 30.31032(N)    096 36 52.81264(W) AD(       ) 2
 KF1134  NAD 83(1986)-  39 50 30.31446(N)    096 36 52.81052(W) AD(       ) 2
 KF1134  NAD 27      -  39 50 30.31000(N)    096 36 51.74200(W) AD(       ) 2
 KF1134
 KF1134.Superseded values are not recommended for survey control.
 KF1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1134.See file dsdata.txt to determine how the superseded data were derived.
 KF1134
 KF1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK0409112916(NAD 83)
 KF1134_MARKER: DS = TRIANGULATION STATION DISK
 KF1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1134
 KF1134  HISTORY     - Date     Condition        Report By
 KF1134  HISTORY     - 1947     MONUMENTED       CGS
 KF1134  HISTORY     - 1956     MARK NOT FOUND   CGS
 KF1134
 KF1134                          STATION DESCRIPTION
 KF1134
 KF1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1134'THE STATION IS LOCATED ABOUT 1.75 MILES EAST OF MARYSVILLE ON THE
 KF1134'SOUTH SIDE OF U.S. HIGHWAY 36, ACROSS THE ROAD FROM A LARGE
 KF1134'WHITE FRAME HOUSE.  IT IS 39.5 FEET SOUTH OF THE CENTER OF THE
 KF1134'HIGHWAY, 10.5 FEET NORTH OF AN EAST-WEST FENCE LINE AND 31 FEET
 KF1134'EAST-NORTHEAST OF A TELEPHONE POLE.  IT IS STAMPED MARYSVILLE
 KF1134'1947 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KF1134'
 KF1134'REFERENCE MARK NO. 1 IS 49 FEET SOUTH OF THE CENTER OF THE
 KF1134'HIGHWAY, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 1 FOOT WEST
 KF1134'OF A 4-INCH WHITE WOODEN WITNESS POST PROJECTING 1.5 FEET.  IT IS
 KF1134'STAMPED MARYSVILLE NO 1 1947 AND PROJECTS 6 INCHES.
 KF1134'
 KF1134'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF THE CENTER OF THE
 KF1134'HIGHWAY, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 13 FEET
 KF1134'EAST OF A TELEPHONE POLE.  IT IS STAMPED MARYSVILLE NO 1 1947
 KF1134'AND PROJECTS 6 INCHES.
 KF1134'
 KF1134'THE AZIMUTH MARK IS AT THE SOUTHEAST CORNER OF A FARM YARD, 110
 KF1134'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE HOUSE, 38 FEET
 KF1134'NORTH OF THE CENTER OF U.S. HIGHWAY 36, 14 FEET WEST OF THE
 KF1134'CENTER OF THE DRIVEWAY LEADING INTO THE FARM YARD, AND 2.5 FEET
 KF1134'SOUTH OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST PROJECTING
 KF1134'2 FEET.  IT IS STAMPED MARYSVILLE 1947 AND PROJECTS 8 INCHES.
 KF1134'
 KF1134'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 KF1134'77 AT THE EAST EDGE OF MARYSVILLE, GO EAST ON U.S. HIGHWAY 36
 KF1134'FOR 1.65 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 KF1134'
 KF1134'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE EAST ON U.S.
 KF1134'HIGHWAY 36 FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 KF1134'
 KF1134'A 74 FOOT SIGNAL AT HOME IS V.G.
 KF1134'
 KF1134'A 74 FOOT SIGNAL AT WINIFRED IS V.G.
 KF1134'
 KF1134'A 74 FOOT SIGNAL AT FAIRFIELD IS V.G.
 KF1134'
 KF1134'A 4 FOOT SIGNAL AT HWY IS V.G.
 KF1134'
 KF1134'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF1134
 KF1134                          STATION RECOVERY (1956)
 KF1134
 KF1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 KF1134'STATION WAS VISITED AND ALL MARKS WERE FOUND DESTROYED EXCEPT THE
 KF1134'AZIMUTH MARK.  ROAD MACHINERY HAD DESTROYED THE STATION, THE
 KF1134'UNDERGROUND STATION, AND THE TWO REFERENCE MARKS IN THE
 KF1134'CONSTRUCTION OF A TEMPORARY DETOUR.  THE DISKS FOR THESE MARKS
 KF1134'WERE FOUND AND RECOVERED.  THE AZIMUTH MARK WAS DESTROYED AS IT
 KF1134'WAS IN THE WAY OF CONSTRUCTION, TOO.
 KF1134'
 KF1134'NOTE- THE DISTRICT ENGINEER WAS INTERVIEWED AND IT WAS POINTED
 KF1134'OUT THAT WE WOULD APPRECIATE BEING NOTIFIED IN ADVANCE, SO THAT
 KF1134'THE MARKS COULD BE MOVED AND USED IN THE FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1141 ***********************************************************************
 KF1141  DESIGNATION -  MARYSVILLE MARSHALL CO CTHSE
 KF1141  PID         -  KF1141
 KF1141  STATE/COUNTY-  KS/MARSHALL
 KF1141  USGS QUAD   -  MARYSVILLE (1983)
 KF1141
 KF1141                         *CURRENT SURVEY CONTROL
 KF1141  ___________________________________________________________________
 KF1141* NAD 83(1997)-  39 50 29.36940(N)    096 38 32.74820(W)     ADJUSTED  
 KF1141* NAVD 88     -                                                        
 KF1141  ___________________________________________________________________
 KF1141  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 KF1141  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 KF1141
 KF1141  HORZ ORDER  -  THIRD
 KF1141
 KF1141.The horizontal coordinates were established by classical geodetic methods
 KF1141.and adjusted by the National Geodetic Survey in October 1998..
 KF1141
 KF1141
 KF1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1141
 KF1141.The geoid height was determined by GEOID03.
 KF1141
 KF1141;                    North         East     Units Scale Factor Converg.
 KF1141;SPC KS N     -   168,300.668   516,192.543   MT  1.00000995   +0 51 32.2
 KF1141;UTM  14      - 4,412,824.184   701,716.318   MT  1.00010096   +1 30 39.3
 KF1141
 KF1141                          SUPERSEDED SURVEY CONTROL
 KF1141
 KF1141  NAD 83(1997)-  39 50 29.37065(N)    096 38 32.74708(W) AD(       ) 4
 KF1141  NAD 83(1986)-  39 50 29.37430(N)    096 38 32.74370(W) AD(       ) 4
 KF1141  NAD 27      -  39 50 29.36900(N)    096 38 31.66300(W) AD(       ) 3
 KF1141
 KF1141.Superseded values are not recommended for survey control.
 KF1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1141.See file dsdata.txt to determine how the superseded data were derived.
 KF1141
 KF1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK0171612824(NAD 83)
 KF1141_MARKER: 87 = DOME
 KF1141
 KF1141  HISTORY     - Date     Condition        Report By
 KF1141  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1141  HISTORY     - 1965     GOOD             CGS
 KF1141  HISTORY     - 20050716 GOOD             USPSQD
 KF1141
 KF1141                          STATION DESCRIPTION
 KF1141
 KF1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1141'LOCATED AT THE EAST END OF MARYSVILLE, 83 FEET SOUTH OF
 KF1141'BROADWAY AND 137 FEET WEST OF 13TH STREET.
 KF1141'
 KF1141'THE DOME IS ON THE NORTH END OF THE RED BRICK BUILDING, AND
 KF1141'THE HEIGHT IS ABOUT 70 FEET.
 KF1141'
 KF1141'THE POINT INTERSECTED WAS THE APEX.
 KF1141
 KF1141                          STATION RECOVERY (1965)
 KF1141
 KF1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1141'THIS INTERSECTION RECOVERED AS DESCRIBED.
 KF1141
 KF1141                          STATION RECOVERY (2005)
 KF1141
 KF1141'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KF1141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0871 ***********************************************************************
 KF0871  DESIGNATION -  MAST RESET
 KF0871  PID         -  KF0871
 KF0871  STATE/COUNTY-  KS/CLOUD
 KF0871  USGS QUAD   -  AURORA NW (1965)
 KF0871
 KF0871                         *CURRENT SURVEY CONTROL
 KF0871  ___________________________________________________________________
 KF0871* NAD 83(1997)-  39 26 14.87234(N)    097 39 32.53964(W)     ADJUSTED  
 KF0871* NAVD 88     -       497.     (meters)    1631.     (feet)  SCALED    
 KF0871  ___________________________________________________________________
 KF0871  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 KF0871  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 KF0871
 KF0871  HORZ ORDER  -  SECOND
 KF0871
 KF0871.The horizontal coordinates were established by classical geodetic methods
 KF0871.and adjusted by the National Geodetic Survey in October 1998..
 KF0871
 KF0871.The orthometric height was scaled from a topographic map.
 KF0871
 KF0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0871
 KF0871.The geoid height was determined by GEOID03.
 KF0871
 KF0871;                    North         East     Units Scale Factor Converg.
 KF0871;SPC KS N     -   122,627.578   429,352.322   MT  0.99996215   +0 12 56.6
 KF0871;UTM  14      - 4,366,182.242   615,399.829   MT  0.99976396   +0 51 06.9
 KF0871
 KF0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0871!SPC KS N     -   0.99992624  x   0.99996215  =   0.99988840
 KF0871!UTM  14      -   0.99992624  x   0.99976396  =   0.99969022
 KF0871
 KF0871|---------------------------------------------------------------------|
 KF0871| PID    Reference Object                     Distance      Geod. Az  |
 KF0871|                                                           dddmmss.s |
 KF0871| CN9970 MAST RM 1                             9.794 METERS 09003     |
 KF0871| CN9972 MAST RM 3                             9.798 METERS 09004     |
 KF0871| KF0873 RADIO STA KFRM TWR NE 1 OF 3        214.768 METERS 19448     |
 KF0871| CN9971 MAST RM 2                             8.606 METERS 26923     |
 KF0871| CN9973 MAST RM 4                             8.588 METERS 26939     |
 KF0871| CN9969 MAST AZ MK                                         3123932.6 |
 KF0871| KF0874 CONCORDIA ST POLICE RADIO TWR       APPROX. 4.2 KM 3493005.9 |
 KF0871|---------------------------------------------------------------------|
 KF0871
 KF0871                          SUPERSEDED SURVEY CONTROL
 KF0871
 KF0871  NAD 83(1986)-  39 26 14.88064(N)    097 39 32.53793(W) AD(       ) 2
 KF0871  NAD 27      -  39 26 14.87700(N)    097 39 31.40500(W) AD(       ) 2
 KF0871
 KF0871.Superseded values are not recommended for survey control.
 KF0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0871.See file dsdata.txt to determine how the superseded data were derived.
 KF0871
 KF0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1540066182(NAD 83)
 KF0871_MARKER: DS = TRIANGULATION STATION DISK
 KF0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0871
 KF0871  HISTORY     - Date     Condition        Report By
 KF0871  HISTORY     - 1950     MONUMENTED       CGS
 KF0871  HISTORY     - 1960     SEE DESCRIPTION  CGS
 KF0871  HISTORY     - 1969     GOOD             CGS
 KF0871
 KF0871                          STATION DESCRIPTION
 KF0871
 KF0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0871'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF CONCORDIA AND
 KF0871'1/2 MILE EAST OF U.S. HIGHWAY NO 81 ON THE SOUTH SIDE OF EAST-WEST
 KF0871'ROAD AND JUST NORTH OF THE K.F.R.M. RADIO RELAY TOWERS.  IT IS 35
 KF0871'FEET SOUTH OF THE CENTER OF EAST-WEST ROAD AND 5 FEET
 KF0871'EAST-SOUTHEAST OF WITNESS POST.  IT IS STAMPED MAST 1950 AND SET
 KF0871'FLUSH WITH THE GROUND SURFACE.
 KF0871'
 KF0871'REFERENCE MARK NO 1 IS EAST OF THE STATION AND ON ABOUT THE SAME
 KF0871'ELEVATION AS THE STATION MARK.  IT IS STAMPED MAST NO 1 1950 AND
 KF0871'SET FLUSH WITH THE GROUND SURFACE.
 KF0871'
 KF0871'REFERENCE MARK NO 2 IS WEST OF THE STATION AND ON ABOUT THE SAME
 KF0871'ELEVATION AS THE STATION MARK.  IT IS STAMPED MAST NO 2 1950 AND
 KF0871'SET FLUSH WITH THE GROUND SURFACE.
 KF0871'
 KF0871'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 60.36 FEET.
 KF0871'
 KF0871'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION, 65
 KF0871'FEET WEST OF THE CENTER OF U.S. HIGHWAY NO 81, 1-1/2 FEET SOUTH OF
 KF0871'POWER LINE POLE AND 1-1/2 FEET SOUTH OF WITNESS POST.  IT IS
 KF0871'STAMPED MAST 1950 AND PROJECTS 5 INCHES.
 KF0871'
 KF0871'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 81 AND
 KF0871'STATE ROUTES 9 AND 28, AT THE SOUTH END OF OVERPASS IN CONCORDIA,
 KF0871'GO SOUTH ON U.S. HIGHWAY NO 81 FOR 9.15 MILES TO THE AZIMUTH MARK
 KF0871'ON THE WEST SIDE AS DESCRIBED, CONTINUE SOUTH ON HIGHWAY FOR 0.4
 KF0871'MILE TO CROSSROAD, TURN LEFT AND GO EAST FOR 0.4 MILE TO SIDE
 KF0871'ROAD RIGHT LEADING SOUTH TO RADIO TOWERS AND STATION JUST EAST
 KF0871'AS DESCRIBED.
 KF0871'
 KF0871'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0871
 KF0871                          STATION RECOVERY (1960)
 KF0871
 KF0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 KF0871'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED, THE ORIGINAL
 KF0871'DESCRIPTION IS ADEQUATE.
 KF0871'
 KF0871'THE STATION MARK AND BOTH REFERENCE MARKS WERE LOWERED TO GROUND
 KF0871'LEVEL AS REQUESTED BY THE PROPERTY OWNER.
 KF0871'
 KF0871'THE STATION SURFACE DISK WAS PLUMBED DIRECTLY OVER THE UNDERGROUND
 KF0871'DISK AND WAS STAMPED MAST 1950 RESET 1960.
 KF0871'
 KF0871'THE ORIGINAL REFERENCE MARK 1 WAS RESET IN THE SAME APPROXIMATE
 KF0871'POSITION AND WAS STAMPED MAST NO 3 1960.
 KF0871'
 KF0871'THE ORIGINAL REFERENCE MARK 2 WAS RESET IN THE SAME APPROXIMATE
 KF0871'POSITION AND WAS STAMPED MAST NO 4 1960.
 KF0871'
 KF0871'THE CURRENT MEASUREMENT TO THE AZIMUTH MARK CHECKS THE ORIGINAL
 KF0871'WITHIN THE SPECIFIED LIMITS.
 KF0871'
 KF0871'A SMALL DIFFERENCE NOW EXISTS IN THE ORIGINAL AND CURRENT
 KF0871'MEASUREMENT TO THE REFERENCE MARKS.
 KF0871
 KF0871                          STATION RECOVERY (1969)
 KF0871
 KF0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0871'STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND THE
 KF0871'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KF0871'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KF0871'
 KF0871'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 KF0871'
 KF0871'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 KF0871'
 KF0871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 9-1/2 MILES
 KF0871'SOUTH OF CONCORDIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1411 ***********************************************************************
 JF1411  DESIGNATION -  MATFIELD GREEN MICROWAVE TOWER
 JF1411  PID         -  JF1411
 JF1411  STATE/COUNTY-  KS/CHASE
 JF1411  USGS QUAD   -  THRALL NW (1973)
 JF1411
 JF1411                         *CURRENT SURVEY CONTROL
 JF1411  ___________________________________________________________________
 JF1411* NAD 83(1997)-  38 08 40.72873(N)    096 26 13.95584(W)     ADJUSTED  
 JF1411* NAVD 88     -                                                        
 JF1411  ___________________________________________________________________
 JF1411  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 JF1411  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 JF1411
 JF1411  HORZ ORDER  -  THIRD
 JF1411
 JF1411.The horizontal coordinates were established by classical geodetic methods
 JF1411.and adjusted by the National Geodetic Survey in October 1998..
 JF1411
 JF1411
 JF1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1411
 JF1411.The geoid height was determined by GEOID03.
 JF1411
 JF1411;                    North         East     Units Scale Factor Converg.
 JF1411;SPC KS S     -   566,034.658   580,798.553   MT  0.99994374   +1 16 03.5
 JF1411;UTM  14      - 4,224,967.498   724,581.370   MT  1.00022122   +1 35 00.8
 JF1411
 JF1411                          SUPERSEDED SURVEY CONTROL
 JF1411
 JF1411  NAD 83(1997)-  38 08 40.73794(N)    096 26 13.95740(W) AD(       ) 4
 JF1411  NAD 83(1986)-  38 08 40.74302(N)    096 26 13.95644(W) AD(       ) 4
 JF1411  NAD 27      -  38 08 40.67270(N)    096 26 12.94608(W) AD(       ) 3
 JF1411
 JF1411.Superseded values are not recommended for survey control.
 JF1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1411.See file dsdata.txt to determine how the superseded data were derived.
 JF1411
 JF1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH2458124967(NAD 83)
 JF1411_MARKER: 45 = MICROWAVE TOWER
 JF1411_SETTING: 0 = UNSPECIFIED SETTING
 JF1411
 JF1411  HISTORY     - Date     Condition        Report By
 JF1411  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1411
 JF1411                          STATION DESCRIPTION
 JF1411
 JF1411'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1306 ***********************************************************************
 JF1306  DESIGNATION -  MATT
 JF1306  PID         -  JF1306
 JF1306  STATE/COUNTY-  KS/MCPHERSON
 JF1306  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF1306
 JF1306                         *CURRENT SURVEY CONTROL
 JF1306  ___________________________________________________________________
 JF1306* NAD 83(1997)-  38 21 32.56678(N)    097 41 16.91681(W)     ADJUSTED  
 JF1306* NAVD 88     -       454.797  (meters)    1492.11   (feet)  ADJUSTED  
 JF1306  ___________________________________________________________________
 JF1306  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 JF1306  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF1306  DYNAMIC HT  -         454.467 (meters)    1491.03  (feet)  COMP
 JF1306  MODELED GRAV-     979,887.2   (mgal)                       NAVD 88
 JF1306
 JF1306  HORZ ORDER  -  THIRD
 JF1306  VERT ORDER  -  FIRST     CLASS II
 JF1306
 JF1306.This mark is at Mcpherson Airport (MPR)
 JF1306
 JF1306.The horizontal coordinates were established by classical geodetic methods
 JF1306.and adjusted by the National Geodetic Survey in October 1998..
 JF1306
 JF1306.The orthometric height was determined by differential leveling
 JF1306.and adjusted by the National Geodetic Survey in June 1991..
 JF1306
 JF1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1306
 JF1306.The geoid height was determined by GEOID03.
 JF1306
 JF1306.The dynamic height is computed by dividing the NAVD 88
 JF1306.geopotential number by the normal gravity value computed on the
 JF1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1306.degrees latitude (g = 980.6199 gals.).
 JF1306
 JF1306.The modeled gravity was interpolated from observed gravity values.
 JF1306
 JF1306;                    North         East     Units Scale Factor Converg.
 JF1306;SPC KS S     -   588,141.045   470,964.652   MT  0.99996553   +0 29 56.3
 JF1306;UTM  14      - 4,246,467.690   614,625.704   MT  0.99976181   +0 48 51.4
 JF1306
 JF1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1306!SPC KS S     -   0.99993303  x   0.99996553  =   0.99989856
 JF1306!UTM  14      -   0.99993303  x   0.99976181  =   0.99969485
 JF1306
 JF1306:                Primary Azimuth Mark                     Grid Az
 JF1306:SPC KS S     -  MCPHERSON TV RELAY MICROWAVE             075 45 31.3
 JF1306:UTM  14      -  MCPHERSON TV RELAY MICROWAVE             075 26 36.2
 JF1306
 JF1306|---------------------------------------------------------------------|
 JF1306| PID    Reference Object                     Distance      Geod. Az  |
 JF1306|                                                           dddmmss.s |
 JF1306| JF1543 MCPHERSON TV RELAY MICROWAVE        APPROX. 7.8 KM 0761527.6 |
 JF1306| JF1658 14 03                               347.942 METERS 15137     |
 JF1306| JF1307 MATT AZ MK                          APPROX. 1.0 KM 1883405.0 |
 JF1306|---------------------------------------------------------------------|
 JF1306
 JF1306                          SUPERSEDED SURVEY CONTROL
 JF1306
 JF1306  NAD 83(1986)-  38 21 32.57687(N)    097 41 16.91819(W) AD(       ) 3
 JF1306  NAD 27      -  38 21 32.54812(N)    097 41 15.75791(W) AD(       ) 3
 JF1306  NGVD 29 (12/08/88)  454.66   (m)         1491.7    (f) LEVELING    3  
 JF1306
 JF1306.Superseded values are not recommended for survey control.
 JF1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1306.See file dsdata.txt to determine how the superseded data were derived.
 JF1306
 JF1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1462646468(NAD 83)
 JF1306_MARKER: DD = SURVEY DISK
 JF1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1306_SP_SET: CONCRETE POST
 JF1306_STAMPING: MATT 1986
 JF1306_MARK LOGO: NGS   
 JF1306_PROJECTION: PROJECTING 5 CENTIMETERS
 JF1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1306+STABILITY: SURFACE MOTION
 JF1306
 JF1306  HISTORY     - Date     Condition        Report By
 JF1306  HISTORY     - 1986     MONUMENTED       NGS
 JF1306  HISTORY     - 1986     GOOD             NOS
 JF1306  HISTORY     - 1987     GOOD             NOS
 JF1306
 JF1306                          STATION DESCRIPTION
 JF1306
 JF1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1306'3.3 KM (2.05 MI) NW FROM MCPHERSON.
 JF1306'1.3 KM (0.8 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 JF1306'ITS JUNCTION WITH THE UNION PACIFIC RAILROAD IN MCPHERSON, THENCE 2.0
 JF1306'KM (1.25 MI) NORTHERLY ALONG STATE HIGHWAY 153, AT THE MCPHERSON
 JF1306'MUNICIPAL AIRPORT, 143.O M (469.2 FT) SOUTH OF THE SOUTH EDGE OF A
 JF1306'TAXI STRIP, 111.5 M (365.8 FT) WEST OF THE WEST EDGE OF A TAXI STRIP,
 JF1306'70.4 M (231.0 FT) EAST OF THE EAST EDGE OF THE A RUNWAY, 14.4 M
 JF1306'(47.2 FT) NORTHWEST OF THE WINDSOCK, AND 0.9 M (3.0 FT) SOUTHEAST OF
 JF1306'THE NORTHWEST EDGE OF A BARRIER.  NOTE--AN UNDERGROUND DISK
 JF1306'STAMPED--MATT 1986--WAS SET IN AN IRREGULAR MASS OF CONCRETE 42-INCHES
 JF1306'BELOW THE GROUND SURFACE.
 JF1306'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 JF1306
 JF1306                          STATION RECOVERY (1986)
 JF1306
 JF1306'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 JF1306'RECOVERED IN GOOD CONDITION.
 JF1306
 JF1306                          STATION RECOVERY (1987)
 JF1306
 JF1306'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 JF1306'THE STATION IS LOCATED AT THE MCPHERSON MUNICIPAL AIRPORT.
 JF1306'
 JF1306'TO REACH THE STATION CONTACT THE AIRPORT MANAGER.
 JF1306'
 JF1306'THE STATION IS A STANDARD NGS DISK STAMPED---MATT 1986---,
 JF1306'SET INTO THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT.
 JF1306'IT IS LOCATED 143.0 METERS (469.2 FT) SOUTH FROM THE SOUTH EDGE
 JF1306'OF A TAXI STRIP, 111.5 METERS(365.8 FT) WEST FROM THE WEST EDGE
 JF1306'OF A TAXI STRIP, 14.4 METERS(47.2 FT) NORTHWEST FROM A WIND SOCK,
 JF1306'AND 0.9 METER(3.0 FT) SOUTHEAST FROM THE NORTHWEST EDGE OF A
 JF1306'BARRIER.
 JF1306'AN UNDERGROUND DISK WAS SET INTO AN IRREGULAR MASS OF CONCRETE
 JF1306'42 INCHES BELOW THE GROUND SURFACE AND WAS STAMPED---MATT 1986---.
 JF1306'
 JF1306'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 JF1306'
 JF1306'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1307 ***********************************************************************
 JF1307  DESIGNATION -  MATT AZ MK
 JF1307  PID         -  JF1307
 JF1307  STATE/COUNTY-  KS/MCPHERSON
 JF1307  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF1307
 JF1307                         *CURRENT SURVEY CONTROL
 JF1307  ___________________________________________________________________
 JF1307* NAD 83(1997)-  38 20 58.91916(N)    097 41 23.35441(W)     ADJUSTED  
 JF1307* NAVD 88     -       455.819  (meters)    1495.47   (feet)  ADJUSTED  
 JF1307  ___________________________________________________________________
 JF1307  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 JF1307  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF1307  DYNAMIC HT  -         455.487 (meters)    1494.38  (feet)  COMP
 JF1307  MODELED GRAV-     979,886.1   (mgal)                       NAVD 88
 JF1307
 JF1307  HORZ ORDER  -  THIRD
 JF1307  VERT ORDER  -  FIRST     CLASS II
 JF1307
 JF1307.This mark is at Mcpherson Airport (MPR)
 JF1307
 JF1307.The horizontal coordinates were established by classical geodetic methods
 JF1307.and adjusted by the National Geodetic Survey in October 1998..
 JF1307
 JF1307.The orthometric height was determined by differential leveling
 JF1307.and adjusted by the National Geodetic Survey in June 1991..
 JF1307
 JF1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1307
 JF1307.The geoid height was determined by GEOID03.
 JF1307
 JF1307.The dynamic height is computed by dividing the NAVD 88
 JF1307.geopotential number by the normal gravity value computed on the
 JF1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1307.degrees latitude (g = 980.6199 gals.).
 JF1307
 JF1307.The modeled gravity was interpolated from observed gravity values.
 JF1307
 JF1307;                    North         East     Units Scale Factor Converg.
 JF1307;SPC KS S     -   587,102.262   470,817.383   MT  0.99996429   +0 29 52.4
 JF1307;UTM  14      - 4,245,428.325   614,484.181   MT  0.99976141   +0 48 46.8
 JF1307
 JF1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1307!SPC KS S     -   0.99993287  x   0.99996429  =   0.99989716
 JF1307!UTM  14      -   0.99993287  x   0.99976141  =   0.99969429
 JF1307
 JF1307:                Primary Azimuth Mark                     Grid Az
 JF1307:SPC KS S     -  MATT                                     008 04 08.6
 JF1307:UTM  14      -  MATT                                     007 45 14.2
 JF1307
 JF1307|---------------------------------------------------------------------|
 JF1307| PID    Reference Object                     Distance      Geod. Az  |
 JF1307|                                                           dddmmss.s |
 JF1307| JF1306 MATT                                APPROX. 1.0 KM 0083401.0 |
 JF1307| JF1548 MCPHERSON CO CTHSE CLOCK TWR        APPROX. 2.9 KM 0392241.5 |
 JF1307| JF1546 MCPHERSON SOUTH MUN TANK            APPROX. 4.2 KM 0561423.2 |
 JF1307|---------------------------------------------------------------------|
 JF1307
 JF1307                          SUPERSEDED SURVEY CONTROL
 JF1307
 JF1307  NAD 83(1986)-  38 20 58.92924(N)    097 41 23.35574(W) AD(       ) 3
 JF1307  NAD 27      -  38 20 58.89992(N)    097 41 22.19520(W) AD(       ) 3
 JF1307  NGVD 29 (12/08/88)  455.68   (m)         1495.0    (f) LEVELING    3  
 JF1307
 JF1307.Superseded values are not recommended for survey control.
 JF1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1307.See file dsdata.txt to determine how the superseded data were derived.
 JF1307
 JF1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1448445428(NAD 83)
 JF1307_MARKER: DZ = AZIMUTH MARK DISK
 JF1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1307_SP_SET: CONCRETE POST
 JF1307_STAMPING: MATT 1986 AZ MK
 JF1307_MARK LOGO: NGS   
 JF1307_PROJECTION: PROJECTING 5 CENTIMETERS
 JF1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1307+STABILITY: SURFACE MOTION
 JF1307
 JF1307  HISTORY     - Date     Condition        Report By
 JF1307  HISTORY     - 1986     MONUMENTED       NGS
 JF1307  HISTORY     - 1986     GOOD             NOS
 JF1307  HISTORY     - 1987     GOOD             NOS
 JF1307
 JF1307                          STATION DESCRIPTION
 JF1307
 JF1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1307'4.6 KM (2.85 MI) NW FROM MCPHERSON.
 JF1307'1.3 KM (0.8 MI) SOUTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 JF1307'ITS JUNCTION WITH THE UNION PACIFIC RAILROAD IN MCPHERSON, THENCE 2.0
 JF1307'KM (1.35 MI) NORTH ALONG STATE HIGHWAY 153, THENCE 1.3 KM (0.8 MI)
 JF1307'SOUTHERLY ALONG A TAXI STRIP, AT THE MCPHERSON MUNICIPAL AIRPORT, 16.1
 JF1307'M (52.8 FT) EAST OF THE EAST EDGE OF THE RUNWAY, AND 8.2 M (26.9 FT)
 JF1307'NORTH OF THE NORTH EDGE OF THE TAXI STRIP.  NOTE--AN UNDERGROUND DISK
 JF1307'STAMPED--MATT 1986--WAS SET IN AN IRREGULAR MASS OF CONCRETE 42-INCHES
 JF1307'BELOW THE GROUND SURFACE.
 JF1307'THE MARK IS 0.9 METERS  W FROM  A WITNESS POST
 JF1307'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 JF1307
 JF1307                          STATION RECOVERY (1986)
 JF1307
 JF1307'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 JF1307'RECOVERED IN GOOD CONDITION.
 JF1307
 JF1307                          STATION RECOVERY (1987)
 JF1307
 JF1307'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 JF1307'THE STATION IS LOCATED AT THE MCPHERSON MUNICIPAL AIRPORT.
 JF1307'
 JF1307'TO REACH THE STATION CONTACT THE AIRPORT MANAGER.
 JF1307'
 JF1307'THE STATION IS A STANDARD NGS DISK STAMPED---MATT 1986
 JF1307'AZ MK---,SET INTO THE TOP OF A 10 INCH DIAMETER
 JF1307'CONCRETE MONUMENT FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED
 JF1307'16.1 METERS(52.8 FT) EAST FROM THE EAST EDGE OF THE RUNWAY, 8.2
 JF1307'METERS(26.9 FT) NORTH FROM THE NORTH EDGE OF THE TAXI STRIP.
 JF1307'AN UNDERGROUND DISK WAS SET INTO AN IRREGULAR MASS OF CONCRETE 42
 JF1307'INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND DISK WAS ALSO
 JF1307'STAMPED---MATT 1986 AZ MK---.
 JF1307'
 JF1307'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 JF1307'
 JF1307'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1341 ***********************************************************************
 JF1341  DESIGNATION -  MAXSON
 JF1341  PID         -  JF1341
 JF1341  STATE/COUNTY-  KS/LYON
 JF1341  USGS QUAD   -  ALLEN SW (1972)
 JF1341
 JF1341                         *CURRENT SURVEY CONTROL
 JF1341  ___________________________________________________________________
 JF1341* NAD 83(1997)-  38 30 23.48567(N)    096 09 08.39801(W)     ADJUSTED  
 JF1341* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 JF1341  ___________________________________________________________________
 JF1341  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 JF1341  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 JF1341
 JF1341  HORZ ORDER  -  SECOND
 JF1341
 JF1341.The horizontal coordinates were established by classical geodetic methods
 JF1341.and adjusted by the National Geodetic Survey in October 1998..
 JF1341
 JF1341.The orthometric height was scaled from a topographic map.
 JF1341
 JF1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1341
 JF1341.The geoid height was determined by GEOID03.
 JF1341
 JF1341;                    North         East     Units Scale Factor Converg.
 JF1341;SPC KS S     -   606,780.292   604,751.072   MT  0.99998866   +1 26 33.7
 JF1341;UTM  14      - 4,265,860.982   748,311.328   MT  1.00035938   +1 46 25.9
 JF1341
 JF1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1341!SPC KS S     -   0.99994861  x   0.99998866  =   0.99993728
 JF1341!UTM  14      -   0.99994861  x   1.00035938  =   1.00030798
 JF1341
 JF1341:                Primary Azimuth Mark                     Grid Az
 JF1341:SPC KS S     -  MAXSON AZ MK                             003 19 46.9
 JF1341:UTM  14      -  MAXSON AZ MK                             002 59 54.7
 JF1341
 JF1341|---------------------------------------------------------------------|
 JF1341| PID    Reference Object                     Distance      Geod. Az  |
 JF1341|                                                           dddmmss.s |
 JF1341| CL4852 MAXSON AZ MK                                       0044620.6 |
 JF1341| CL4853 MAXSON RM 1                          25.030 METERS 09636     |
 JF1341| CL4854 MAXSON RM 2                          29.418 METERS 18447     |
 JF1341| JF1383 KANSAS TURNPIKE WATER TANK          APPROX. 5.1 KM 2154213.6 |
 JF1341| JF1340 TT 7                                 34.094 METERS 31729     |
 JF1341|---------------------------------------------------------------------|
 JF1341
 JF1341                          SUPERSEDED SURVEY CONTROL
 JF1341
 JF1341  NAD 83(1986)-  38 30 23.49293(N)    096 09 08.39942(W) AD(       ) 2
 JF1341  NAD 27      -  38 30 23.44983(N)    096 09 07.42027(W) AD(       ) 2
 JF1341
 JF1341.Superseded values are not recommended for survey control.
 JF1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1341.See file dsdata.txt to determine how the superseded data were derived.
 JF1341
 JF1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4831165861(NAD 83)
 JF1341_MARKER: DS = TRIANGULATION STATION DISK
 JF1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1341
 JF1341  HISTORY     - Date     Condition        Report By
 JF1341  HISTORY     - 1956     MONUMENTED       CGS
 JF1341  HISTORY     - 1968     GOOD             CGS
 JF1341
 JF1341                          STATION DESCRIPTION
 JF1341
 JF1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1341'THE STATION IS ABOUT 7 MILES NORTH OF EMPORIA, ABOUT 6 MILES EAST
 JF1341'OF AMERICUS AND IS ON COUNTY PROPERTY ON THE GROUNDS OF MAXSON
 JF1341'SCHOOL (ABANDONED).  IT IS 109 FEET SOUTHWEST OF THE INTERSECTION
 JF1341'OF STATE HIGHWAY 99 AND A GRAVEL CROSSROAD, 37 FEET SOUTH OF THE
 JF1341'CENTERLINE OF HIGHWAY 99, 34 FEET EAST OF THE CENTERLINE OF A
 JF1341'DRIVEWAY, 17 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JF1341'SCHOOL BUILDING, 12 FEET WEST OF A WHITE WITNESS POST AND 4 FEET
 JF1341'SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JF1341'MAXSON 1956.
 JF1341'
 JF1341'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S AND
 JF1341'STATE HIGHWAY 99 (6TH AVENUE AND COMMERCIAL STREET) IN EMPORIA,
 JF1341'GO NORTH ON HIGHWAY 99 (COMMERCIAL STREET) FOR 8.2 MILES TO A
 JF1341'GRAVEL CROSSROAD AND THE STATION ON THE RIGHT AS DESCRIBED.
 JF1341'
 JF1341'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 JF1341'GRAVEL ROAD FOR 0.25 MILE TO MR. RALPH SWEETS HOUSE ON THE LEFT
 JF1341'AND THE MARK ON THE LEFT.
 JF1341'
 JF1341'REFERENCE MARK 1 IS 46 FEET SOUTH OF THE CENTERLINE OF THE
 JF1341'HIGHWAY, 29 FEET EAST OF THE NORTHEAST CORNER OF THE SCHOOL
 JF1341'BUILDING AND 23 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD.
 JF1341'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED MAXSON
 JF1341'NO 1 1956.
 JF1341'
 JF1341'REFERENCE MARK 2 IS 60 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JF1341'THE SCHOOL BUILDING AND 90 FEET WEST OF A FENCE.  THE MARK IS
 JF1341'FLUSH AND THE DISK IS STAMPED MAXSON NO 2 1956.
 JF1341'
 JF1341'THE AZIMUTH MARK IS 66 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JF1341'A FRAME HOUSE, 26 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 JF1341'16 FEET SOUTH OF A TELEPHONE POLE AND 2 FEET WEST OF A WHITE
 JF1341'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 JF1341'STAMPED MAXSON 1956.
 JF1341'
 JF1341'TT 7 (USGS) IS 46 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 20
 JF1341'FEET WEST OF THE CENTERLINE OF A DRIVEWAY AND 1 FOOT SOUTH OF A
 JF1341'FENCE.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 JF1341'DISK STAMPED TT 7 RC 1956 1162 (ELEVATION) SET IN THE TOP OF A
 JF1341'6 X 6 INCH CONCRETE POST THAT PROJECTS 6 INCHES.
 JF1341'
 JF1341'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JF1341
 JF1341                          STATION RECOVERY (1968)
 JF1341
 JF1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1341'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1341'TT 7 (USGS), AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY
 JF1341'DESCRIBED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 JF1341'FOUND ADEQUATE FOR RECOVERY.
 JF1341'
 JF1341'A METAL WITNESS POST WAS SET 3.5 FEET NORTH OF THE STATION MARK.
 JF1341'
 JF1341'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 JF1341'
 JF1341'REFERENCE MARK NO.2 IS 14 FEET SOUTHEAST OF THE NORTHEAST CORNER
 JF1341'OF A GARAGE AND 14 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 JF1341'THE GARAGE.
 JF1341'
 JF1341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MILES
 JF1341'NORTH OF EMPORIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GJ0638 ***********************************************************************
 GJ0638  DESIGNATION -  MAY
 GJ0638  PID         -  GJ0638
 GJ0638  STATE/COUNTY-  KS/COMANCHE
 GJ0638  USGS QUAD   -  FREEDOM NE (1970)
 GJ0638
 GJ0638                         *CURRENT SURVEY CONTROL
 GJ0638  ___________________________________________________________________
 GJ0638* NAD 83(1997)-  36 59 58.52640(N)    099 00 01.78721(W)     ADJUSTED  
 GJ0638* NAVD 88     -       556.67   (+/-2cm)    1826.3    (feet)  VERTCON   
 GJ0638  ___________________________________________________________________
 GJ0638  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 GJ0638  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 GJ0638
 GJ0638  HORZ ORDER  -  FIRST
 GJ0638  VERT ORDER  -  THIRD ? (See Below)
 GJ0638
 GJ0638.The horizontal coordinates were established by classical geodetic methods
 GJ0638.and adjusted by the National Geodetic Survey in October 1998..
 GJ0638
 GJ0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 GJ0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GJ0638.The vertical order pertains to the NGVD 29 superseded value.
 GJ0638
 GJ0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GJ0638
 GJ0638.The geoid height was determined by GEOID03.
 GJ0638
 GJ0638;                    North         East     Units Scale Factor Converg.
 GJ0638;SPC KS S     -   437,069.905   355,447.133   MT  1.00006322   -0 18 27.2
 GJ0638;SPC OK N     -   222,331.553   510,940.713   MT  1.00005080   -0 35 25.6
 GJ0638;SPC OK N     -   729,432.77  1,676,311.32   sFT  1.00005080   -0 35 25.6
 GJ0638;UTM  14      - 4,094,826.962   499,955.828   MT  0.99960000   -0 00 01.1
 GJ0638
 GJ0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GJ0638!SPC KS S     -   0.99991707  x   1.00006322  =   0.99998028
 GJ0638!SPC OK N     -   0.99991707  x   1.00005080  =   0.99996786
 GJ0638!UTM  14      -   0.99991707  x   0.99960000  =   0.99951710
 GJ0638
 GJ0638|---------------------------------------------------------------------|
 GJ0638| PID    Reference Object                     Distance      Geod. Az  |
 GJ0638|                                                           dddmmss.s |
 GJ0638| CK9381 MAY RM 1                             39.870 METERS 03407     |
 GJ0638| HG0848 AETNA SOUTHERLAND WELL DERRICK      APPROX.13.4 KM 0435734.5 |
 GJ0638| CK9383 MAY RM 3                             25.864 METERS 08119     |
 GJ0638| GJ0639 MAY 1934 RM 4                        18.592 METERS 16808     |
 GJ0638| GJ0640 MAY 1934 AZ MK                      APPROX. 1.2 KM 2690958.2 |
 GJ0638| CK9382 MAY RM 2                             64.191 METERS 29208     |
 GJ0638|---------------------------------------------------------------------|
 GJ0638
 GJ0638                          SUPERSEDED SURVEY CONTROL
 GJ0638
 GJ0638  NAD 83(1997)-  36 59 58.52827(N)    099 00 01.78620(W) AD(       ) 1
 GJ0638  NAD 83(1986)-  36 59 58.52982(N)    099 00 01.77709(W) AD(       ) 1
 GJ0638  NAD 27      -  36 59 58.42328(N)    099 00 00.41554(W) AD(       ) 1
 GJ0638  NGVD 29 (07/19/86)  556.43   (m)         1825.6    (f) LEVELING    3  
 GJ0638
 GJ0638.Superseded values are not recommended for survey control.
 GJ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GJ0638.See file dsdata.txt to determine how the superseded data were derived.
 GJ0638
 GJ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF9995694827(NAD 83)
 GJ0638_MARKER: DS = TRIANGULATION STATION DISK
 GJ0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GJ0638_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GJ0638
 GJ0638  HISTORY     - Date     Condition        Report By
 GJ0638  HISTORY     - 1934     MONUMENTED       CGS
 GJ0638  HISTORY     - 1961     GOOD             CGS
 GJ0638  HISTORY     - 1972     GOOD             USGS
 GJ0638  HISTORY     - 1980     GOOD             NGS
 GJ0638
 GJ0638                          STATION DESCRIPTION
 GJ0638
 GJ0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 GJ0638'STATION IS JUST NORTH OF THE KANSAS-OKLAHOMA LINE ON THE
 GJ0638'BORDER OF COMANCHE AND BARBER COUNTIES, KANSAS.  IN THE
 GJ0638'SOUTHEAST CORNER OF SEC. 13, T. 35 S., R. 16 W., ON COUNTY
 GJ0638'HIGHWAY NO. 714 ON PROPERTY OF MR. A.J. MAY.  MARK IS SET
 GJ0638'AT T-ROAD INTERSECTION, IN THE SOUTHEAST CORNER OF
 GJ0638'TRIANGULAR-SHAPED PIECE OF GROUND BETWEEN THE ROADS, 75 FEET
 GJ0638'WEST OF EAST RIGHT-OF-WAY FENCE OF T-ROAD NORTH, 46 FEET WEST
 GJ0638'OF CENTERLINE OF T-ROAD, 55.5 FEET NORTH OF SOUTH RIGHT-OF-WAY
 GJ0638'FENCE OF EAST-WEST STATE LINE ROAD, 33.5 FEET NORTH OF
 GJ0638'CENTERLINE OF ROAD.
 GJ0638'
 GJ0638'REACHED FROM JUNCTIONS OF STATE HIGHWAY 1 AND COUNTY HIGHWAY
 GJ0638'714, WHERE STATE HIGHWAY 1 CONTINUES SOUTH AND COUNTY HIGHWAY
 GJ0638'714 GOES EAST, AND WHICH IS 16 MILES SOUTH OF COLDWATER, KANSAS.
 GJ0638'GO EAST AND SOUTH ON COUNTY HIGHWAY 714 FOR 20.0 MILES TO
 GJ0638'WHERE COUNTY HIGHWAY 714 TURNS NORTH.  A GALVANIZED IRON
 GJ0638'SHED IS ON NORTH SIDE OF ROAD AT START OF TURN.  STATION IS
 GJ0638'ABOUT 0.05 MILE EAST OF SHED IN TRIANGULAR-SHAPED PIECE OF
 GJ0638'GROUND.
 GJ0638'
 GJ0638'REFERENCE MARK NO. 1 IS IN EAST RIGHT-OF-WAY FENCE OF T-ROAD
 GJ0638'NORTH, 20 FEET EAST OF CENTERLINE OF ROAD AND 130 FEET NORTH
 GJ0638'OF SOUTHWEST FENCE CORNER AT EAST-WEST ROAD.
 GJ0638'
 GJ0638'REFERENCE MARK NO. 2 IS 20 FEET NORTHWEST OF CENTERLINE OF
 GJ0638'COUNTY HIGHWAY 714 AS IT TURNS NORTH.  MARK IS SET IN FENCE LINE
 GJ0638'RUNNING NORTHEAST AND SOUTHWEST.
 GJ0638'
 GJ0638'AZIMUTH MARK IS 0.65 MILE WEST OF STATION, SET IN EAST-WEST
 GJ0638'FENCE LINE SOUTH OF ROAD, 33 FEET SOUTH OF CENTERLINE OF ROAD,
 GJ0638'43 FEET EAST OF CENTERLINE OF T-ROAD AND 10 FEET EAST OF
 GJ0638'NORTHWEST FENCE CORNER.
 GJ0638'
 GJ0638'STATION MARK IS 12 INCHES BELOW SURFACE OF GROUND, OTHER
 GJ0638'MARKS PROJECT ABOUT 8 INCHES.
 GJ0638'
 GJ0638'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GJ0638'BRONZE DISKS SET IN CONCRETE.
 GJ0638'
 GJ0638'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 GJ0638
 GJ0638                          STATION RECOVERY (1961)
 GJ0638
 GJ0638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 GJ0638'THIS STATION WAS RECOVERED BY MR. BILL BARENBERG WITH THE FAA
 GJ0638'AND THIS RECOVERY NOTE IS SUBMITTED FROM A SKETCH WHICH HE
 GJ0638'MAILED TO THIS OFFICE.  HE STATES THAT REFERENCE MARK NO. 2
 GJ0638'WAS NOT LOCATED, BUT THAT IT IS PROBABLY STILL IN EXISTENCE.
 GJ0638'
 GJ0638'STATION IS LOCATED ABOUT 30 MILES SOUTHEAST OF COLDWATER, KANSAS
 GJ0638'AND JUST NORTH OF THE KANSAS-OKLAHOMA STATE LINE AND JUST
 GJ0638'WEST OF THE COMANCHE-BARBER COUNTY LINE, AND LOCATED IN A
 GJ0638'TRIANGLE PLOT OF GROUND FORMED BY SECTIONLINE ROADS AND THE
 GJ0638'CURVE OF COMANCHE COUNTY ROAD 714 WHERE IT TURNS FROM NORTH
 GJ0638'TO WEST.  THE STATION MARK IS 131.8 FEET SOUTHEAST OF THE
 GJ0638'SOUTHEAST END OF A 3-FOOT METAL CULVERT UNDER COMANCHE COUNTY
 GJ0638'ROAD 714, 85.5 FEET WEST OF A NEW FENCELINE EXTENDED ON THE
 GJ0638'EAST SIDE OF COMANCHE-BARBER COUNTY LINE ROAD WHICH IS A T-ROAD
 GJ0638'GOING NORTH FROM STATE LINE ROAD, 61 FEET NORTH OF FENCELINE
 GJ0638'ALONG THE SOUTH SIDE OF OKLAHOMA-KANSAS STATELINE ROAD, AND 33
 GJ0638'FEET NORTH OF THE CENTER OF STATE LINE ROAD.  THE MARK
 GJ0638'IS 1 INCH BELOW THE SURFACE OF THE GROUND AND THE DISK IS
 GJ0638'STAMPED MAY 1934.
 GJ0638'
 GJ0638'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 1 AND
 GJ0638'COMANCHE COUNTY HIGHWAY 714 WHICH IS ABOUT 16 MILES SOUTH OF
 GJ0638'COLDWATER, KANSAS, GO EAST AND SOUTH ON COMANCHE COUNTY
 GJ0638'HIGHWAY 714 FOR 20.0 MILES TO A POINT WHERE COUNTY HIGHWAY
 GJ0638'714 TURNS NORTH AWAY FROM THE KANSAS-OKLAHOMA STATE LINE
 GJ0638'AND THE STATION ON THE RIGHT AS DESCRIBED, SOUTHEAST OF THE
 GJ0638'CURVE.
 GJ0638'
 GJ0638'REFERENCE MARK NO. 1 IS 130.79 FEET NORTHEAST OF THE STATION,
 GJ0638'170 FEET NORTH OF FENCE ALONG THE SOUTH SIDE OF STATE-LINE
 GJ0638'ROAD, 20 FEET EAST OF THE CENTER OF BARBER-COMANCHE COUNTY
 GJ0638'LINE ROAD, AND 12 FEET WEST OF FENCE.  THE MARK PROJECTS 4
 GJ0638'INCHES AND THE DISK IS STAMPED MAY 1934 NO 1.  NOTE 11A.
 GJ0638'
 GJ0638'REFERENCE MARK NO. 2 WAS NOT LOCATED.
 GJ0638'
 GJ0638'AZIMUTH MARK IS 0.75 MILE WEST OF THE STATION IN AN EAST-WEST
 GJ0638'FENCELINE, 33 FEET SOUTH OF THE CENTER OF COMANCHE COUNTY
 GJ0638'ROAD 714 WHICH RUNS ALONG THE KANSAS-OKLAHOMA STATE LINE, 43 FEET
 GJ0638'EAST OF THE CENTER OF A T-ROAD SOUTH FROM THE STATE LINE,
 GJ0638'AND 10 FEET EAST OF A NORTHWEST FENCE CORNER.  THE MARK PROJECTS
 GJ0638'6 INCHES AND THE DISK IS STAMPED MAY 1934.
 GJ0638
 GJ0638                          STATION RECOVERY (1972)
 GJ0638
 GJ0638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 GJ0638'STA. MK. AND AZ. MK. FOUND AS DESCRIBED.  R. M. 1 HAS TABLET GONE
 GJ0638'FROM THE POST WHICH IS IN PLACE.  R. M. 2 WAS NOT FOUND.
 GJ0638'
 GJ0638'DIRECTION AND DISTANCE IN THE SW COR. OF SEC. 13, T35S, R16W.
 GJ0638
 GJ0638                          STATION RECOVERY (1980)
 GJ0638
 GJ0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 GJ0638'SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE MONUMENT
 GJ0638'FOR REFERENCE MARK 1 WAS FOUND WITH THE TOP MISSING.  REFERENCE MARK
 GJ0638'2 WAS NOT FOUND.  THE AZIMUTH MARK WAS FOUND LEANING OVER AND THE
 GJ0638'TOP BROKEN OFF.  THE DISK WAS SALVAGED.  REFERENCE MARKS 3, 4 AND A
 GJ0638'NEW AZIMUTH MARK WERE ESTABLISHED AND A POLARIS OBSERVATION TAKEN TO
 GJ0638'THE AZIMUTH MARK AS THERE ARE NO DISTANT STATIONS OR OBJECTS
 GJ0638'GROUND VISIBLE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 GJ0638'
 GJ0638'THE STATION IS ABOUT 20 MILES SOUTHEAST OF COLDWATER, KANSAS,
 GJ0638'IMMEDIATELY NORTH OF THE KANSAS/OKLAHOMA STATE LINE, IMMEDIATELY
 GJ0638'WEST OF THE COMANCHE/BARBER COUNTY LINE, IN THE SOUTHEAST CORNER
 GJ0638'OF SEC 13, T35S, R16W AND ON PROPERTY BELIEVED TO BE OWNED BY
 GJ0638'GENEVA MAY, 220 BARNES, ALVA, OKLAHOMA 73717.  LEON MAY, THE SON OF
 GJ0638'THE PROPERTY OWNER LIVES ABOUT 1/4 MILE SOUTHWEST OF THE STATION.  THE
 GJ0638'STATION MAY BE ON COMANCHE COUNTY PROPERTY, OWNERSHIP WAS NOT
 GJ0638'CLEAR.  THE AZIMUTH MARK, BEING SOUTH OF THE ROAD, IS IN OKLAHOMA
 GJ0638'AS IS REFERENCE MARK 4.  THE MARKS ARE ON RIGHT-OF-WAY AND ADJACENT
 GJ0638'TO THE MAY PROPERTY.
 GJ0638'
 GJ0638'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160/283 AND
 GJ0638'STATE HIGHWAY 1, ABOUT 5 MILES SOUTH OF COLDWATER, GO SOUTH ON HIGHWAY
 GJ0638'1 FOR 6.15 MILES TO THE BUTTERMILK CHURCH ON THE RIGHT, CONTINUE
 GJ0638'SOUTH ON HIGHWAY 1 FOR 3.05 MILES TO COMANCHE COUNTY ROAD T14 ON THE
 GJ0638'LEFT.  TURN LEFT AND GO EASTERLY ON COUNTY ROAD T14, THE MAIN
 GJ0638'TRAVELED, GRADED ROAD, FOR 21.4 MILES TO THE AZIMUTH MARK ON THE
 GJ0638'RIGHT, AT A SIDE ROAD LEADING SOUTH.  CONTINUE EAST FOR 0.6 MILE TO A
 GJ0638'SHARP CURVE IN THE ROAD TO THE NORTH AND A ROAD CONTINUING
 GJ0638'AHEAD.  CONTINUE EAST FOR 0.05 MILE TO THE STATION ON THE LEFT AT
 GJ0638'THE SOUTHEAST CORNER OF A TRIANGULAR PLOT OF LAND FORMED BY ROAD
 GJ0638'INTERSECTIONS.
 GJ0638'
 GJ0638'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---MAY 1934---SET
 GJ0638'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH GROUND.  IT IS
 GJ0638'131.5 FEET SOUTHEAST OF THE SOUTHEAST END OF A LARGE PIPE CULVERT
 GJ0638'UNDER COUNTY ROAD T14, 49.5 FEET WEST OF THE CENTERLINE OF A T-ROAD
 GJ0638'LEADING NORTH, THE COMANCHE/BARBER COUNTY LINE, AND 33.0 FEET NORTH
 GJ0638'OF THE CENTERLINE OF AN EAST/WEST ROAD WHICH IS THE KANSAS/OKLAHOMA
 GJ0638'STATE LINE.
 GJ0638'
 GJ0638'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---MAY 1934 NO 3 1980---
 GJ0638'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 GJ0638'IS 48.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 34.5 FEET EAST OF
 GJ0638'THE CENTERLINE OF THE NORTH/SOUTH ROAD, 1.5 FEET WEST OF A FENCE AND
 GJ0638'ABOUT 2 FEET HIGHER THAN THE STATION.
 GJ0638'
 GJ0638'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---MAY 1934 NO 4 1980---
 GJ0638'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 GJ0638'IS 37.5 FEET WEST OF THE EXTENDED CENTERLINE OF THE NORTH/SOUTH ROAD,
 GJ0638'24.0 FEET SOUTH OF THE CENTERLINE OF THE EAST/WEST ROAD, 1.5 FEET
 GJ0638'EAST OF A WITNESS POST, 1 FOOT NORTH OF A FENCE AND ABOUT 2 FEET
 GJ0638'HIGHER THAN THE STATION.
 GJ0638'
 GJ0638'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---MAY 1934 1980---SET
 GJ0638'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 GJ0638'43.0 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD T14, AT THIS POINT
 GJ0638'THE OKLAHOMA/KANSAS STATE LINE, 29.0 FEET EAST OF THE CENTERLINE OF A
 GJ0638'ROAD LEADING SOUTH, 2.0 FEET NORTH OF A FENCE AND 1.5 FEET WEST OF
 GJ0638'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1208 ***********************************************************************
 KE1208  DESIGNATION -  MAYETTA MUNICIPAL TANK
 KE1208  PID         -  KE1208
 KE1208  STATE/COUNTY-  KS/JACKSON
 KE1208  USGS QUAD   -  MAYETTA (1978)
 KE1208
 KE1208                         *CURRENT SURVEY CONTROL
 KE1208  ___________________________________________________________________
 KE1208* NAD 83(1997)-  39 20 15.62864(N)    095 43 25.37916(W)     ADJUSTED  
 KE1208* NAVD 88     -                                                        
 KE1208  ___________________________________________________________________
 KE1208  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 KE1208  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 KE1208
 KE1208  HORZ ORDER  -  THIRD
 KE1208
 KE1208.The horizontal coordinates were established by classical geodetic methods
 KE1208.and adjusted by the National Geodetic Survey in October 1998..
 KE1208
 KE1208
 KE1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1208
 KE1208.The geoid height was determined by GEOID03.
 KE1208
 KE1208;                    North         East     Units Scale Factor Converg.
 KE1208;SPC KS N     -   113,960.068   596,216.665   MT  0.99995800   +1 26 24.9
 KE1208;UTM  15      - 4,357,788.115   265,256.210   MT  1.00027853   -1 43 38.4
 KE1208
 KE1208                          SUPERSEDED SURVEY CONTROL
 KE1208
 KE1208  NAD 83(1997)-  39 20 15.63523(N)    095 43 25.37528(W) AD(       ) 4
 KE1208  NAD 83(1986)-  39 20 15.63514(N)    095 43 25.37477(W) AD(       ) 4
 KE1208  NAD 27      -  39 20 15.64600(N)    095 43 24.43600(W) AD(       ) 3
 KE1208
 KE1208.Superseded values are not recommended for survey control.
 KE1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1208.See file dsdata.txt to determine how the superseded data were derived.
 KE1208
 KE1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6525657788(NAD 83)
 KE1208_MARKER: 53 = ELEVATED TANK
 KE1208
 KE1208  HISTORY     - Date     Condition        Report By
 KE1208  HISTORY     - 1960     FIRST OBSERVED   CGS
 KE1208
 KE1208                          STATION DESCRIPTION
 KE1208
 KE1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1208'THE STATION, A FOUR LEGGED STEEL STRUCTURE PAINTED SILVER, IS
 KE1208'CENTRALLY LOCATED IN THE TOWN OF MAYETTA, 180 FEET SOUTHEAST OF THE
 KE1208'POST OFFICE.  IT HAS AN OVER-ALL HEIGHT OF 80 FEET AND THE CUPOLA
 KE1208'AT THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0767 ***********************************************************************
 HF0767  DESIGNATION -  MAYFIELD
 HF0767  PID         -  HF0767
 HF0767  STATE/COUNTY-  KS/SUMNER
 HF0767  USGS QUAD   -  MAYFIELD (1971)
 HF0767
 HF0767                         *CURRENT SURVEY CONTROL
 HF0767  ___________________________________________________________________
 HF0767* NAD 83(1997)-  37 15 29.06523(N)    097 32 41.64042(W)     ADJUSTED  
 HF0767* NAVD 88     -       390.541  (meters)    1281.30   (feet)  ADJUSTED  
 HF0767  ___________________________________________________________________
 HF0767  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 HF0767  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0767  DYNAMIC HT  -         390.221 (meters)    1280.25  (feet)  COMP
 HF0767  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 HF0767
 HF0767  HORZ ORDER  -  SECOND
 HF0767  VERT ORDER  -  SECOND    CLASS 0
 HF0767
 HF0767.The horizontal coordinates were established by classical geodetic methods
 HF0767.and adjusted by the National Geodetic Survey in October 1998..
 HF0767
 HF0767.The orthometric height was determined by differential leveling
 HF0767.and adjusted by the National Geodetic Survey in June 1991..
 HF0767
 HF0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0767
 HF0767.The geoid height was determined by GEOID03.
 HF0767
 HF0767.The dynamic height is computed by dividing the NAVD 88
 HF0767.geopotential number by the normal gravity value computed on the
 HF0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0767.degrees latitude (g = 980.6199 gals.).
 HF0767
 HF0767.The modeled gravity was interpolated from observed gravity values.
 HF0767
 HF0767;                    North         East     Units Scale Factor Converg.
 HF0767;SPC KS S     -   466,071.632   484,725.514   MT  1.00000170   +0 35 13.0
 HF0767;UTM  14      - 4,124,494.021   629,033.927   MT  0.99980510   +0 52 51.8
 HF0767
 HF0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0767!SPC KS S     -   0.99994321  x   1.00000170  =   0.99994491
 HF0767!UTM  14      -   0.99994321  x   0.99980510  =   0.99974832
 HF0767
 HF0767|---------------------------------------------------------------------|
 HF0767| PID    Reference Object                     Distance      Geod. Az  |
 HF0767|                                                           dddmmss.s |
 HF0767| HF0769 MAYFIELD RM 1                        27.122 METERS 08049     |
 HF0767| HF1368 MAYFIELD WELLINGTON MUN TANK         54.356 METERS 09532     |
 HF0767| HF0768 MAYFIELD RM 2                        20.498 METERS 19537     |
 HF0767| HF1416 ARGONIA MUNICIPAL TANK              APPROX.19.5 KM 2720359.0 |
 HF0767| HF1370 MAYFIELD FARMERS COOP ELEVATOR      APPROX. 3.8 KM 2745702.6 |
 HF0767| CL4855 MAYFIELD AZ MK                                     3091511.1 |
 HF0767| HF1379 CONWAY SPRINGS MUNICIPAL TANK       APPROX.17.0 KM 3302551.8 |
 HF0767| HF1376 CONWAY SPRINGS SMALL ELEVATOR       APPROX.16.4 KM 3311708.1 |
 HF0767|---------------------------------------------------------------------|
 HF0767
 HF0767                          SUPERSEDED SURVEY CONTROL
 HF0767
 HF0767  NAD 83(1997)-  37 15 29.06898(N)    097 32 41.63854(W) AD(       ) 2
 HF0767  NAD 83(1986)-  37 15 29.07459(N)    097 32 41.63345(W) AD(       ) 2
 HF0767  NAD 27      -  37 15 28.99720(N)    097 32 40.45775(W) AD(       ) 2
 HF0767  NGVD 29 (??/??/92)  390.420  (m)         1280.90   (f) ADJ UNCH    2 0
 HF0767
 HF0767.Superseded values are not recommended for survey control.
 HF0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0767.See file dsdata.txt to determine how the superseded data were derived.
 HF0767
 HF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2903424494(NAD 83)
 HF0767_MARKER: DS = TRIANGULATION STATION DISK
 HF0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0767_STAMPING: MAYFIELD 1957
 HF0767_MARK LOGO: CGS   
 HF0767_PROJECTION: RECESSED 15 CENTIMETERS
 HF0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0767+STABILITY: SURFACE MOTION
 HF0767
 HF0767  HISTORY     - Date     Condition        Report By
 HF0767  HISTORY     - 1957     MONUMENTED       CGS
 HF0767  HISTORY     - 1957     GOOD             CGS
 HF0767  HISTORY     - 1962     GOOD             CGS
 HF0767  HISTORY     - 1962     GOOD             NGS
 HF0767  HISTORY     - 19850716 GOOD             NGS
 HF0767
 HF0767                          STATION DESCRIPTION
 HF0767
 HF0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF0767'THE STATION IS LOCATED NEAR THE WATER TANK IN THE VILLAGE OF
 HF0767'MAYFIELD, AIRLINE ABOUT 7 MILES WEST OF WELLINGTON AND 7 MILES
 HF0767'EAST OF MILAN.
 HF0767'
 HF0767'TO REACH THE STATION FROM THE POST OFFICE IN MAYFIELD GO SOUTH 0.3
 HF0767'MILE TO AN INTERSECTION WITH U.S. HIGHWAY 160 AND THE STATION
 HF0767'ON THE LEFT.
 HF0767'
 HF0767'THE STATION MARK IS A STANDARD DISK STAMPED MAYFIELD 1957 SET
 HF0767'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 HF0767'THE GROUND.  IT IS 14 FEET SOUTH OF A WITNESS POST SET IN A FENCE
 HF0767'LINE, 45 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD,
 HF0767'AND 100 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 160.
 HF0767'
 HF0767'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MAYFIELD NO 1 1957
 HF0767'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HF0767'5 INCHES ABOVE THE GROUND.  IT IS 3 FEET SOUTH OF A FENCE LINE AND
 HF0767'THE SAME ELEVATION AS THE STATION.
 HF0767'
 HF0767'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MAYFIELD NO 2 1957
 HF0767'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HF0767'5 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTHEAST OF A TELEPHONE
 HF0767'POLE, 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 HF0767'HIGHER THAN THE STATION.
 HF0767'
 HF0767'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF A NORTH-SOUTH
 HF0767'DIRT ROAD AND IS A STANDARD DISK STAMPED MAYFIELD 1957 SET IN
 HF0767'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 HF0767'ABOVE THE GROUND.  IT IS 2 FEET EAST OF A FENCE LINE AND 24 FEET
 HF0767'WEST OF THE CENTERLINE OF THE ROAD.
 HF0767'
 HF0767'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 HF0767'HIGHWAY 160 FOR 0.2 MILE TO A CROSS ROAD.  TURN RIGHT AND GO
 HF0767'NORTH 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HF0767
 HF0767                          STATION RECOVERY (1957)
 HF0767
 HF0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF0767'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS WERE
 HF0767'FOUND IN GOOD CONDITION.
 HF0767
 HF0767                          STATION RECOVERY (1962)
 HF0767
 HF0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0767'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 HF0767'DIRECTION TO REFERENCE MARK NO. 1 WAS VERIFIED.  THE DISTANCE
 HF0767'TO REFERENCE MARK NO. 2 MISSED THE 1957 DISTANCE BY 0.08 FOOT.
 HF0767'THE DIRECTION TO REFERENCE MARK NO. 2 MISSED THE 1957 DIRECTION BY
 HF0767'2 MINUTES AND 37 SECONDS.  THE DIRECTION TO THE AZIMUTH MARK
 HF0767'MISSED THE 1957 DIRECTION BY 16 SECONDS.  THE DIRECTIONS TO THE
 HF0767'AZIMUTH MARK AND REFERENCE MARK NO. 2 OBSERVED TWICE AND THE 1962
 HF0767'DIRECTIONS WERE VERIFIED.  THE DESCRIPTION IS ENTIRELY
 HF0767'ADEQUATE.
 HF0767'
 HF0767'A METAL WITNESS POST WAS SET BY THIS PARTY, 14.4 FEET NORTH OF
 HF0767'THE STATION.
 HF0767'
 HF0767'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HF0767
 HF0767                          STATION RECOVERY (1962)
 HF0767
 HF0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0767'0.2 MI S FROM MAYFIELD.
 HF0767'0.2 MILE SOUTH ALONG GRAVEL ROAD FROM THE ATCHISON, TOPEKA AND
 HF0767'SANTA FE RAILROAD AT MAYFIELD, SET ON PROPERTY OWNED BY THE
 HF0767'CITY OF WELLINGTON, USED FOR THE LOCATION OF A WATER TANK, 100
 HF0767'FEET NORTH OF THE CENTERLINE OF A BLACKTOP ROAD, 45 FEET EAST
 HF0767'OF THE CENTER OF GRAVEL ROAD, 14.4 FEET SOUTH OF A METAL WITNESS,
 HF0767'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HF0767
 HF0767                          STATION RECOVERY (1985)
 HF0767
 HF0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 HF0767'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 HF0767'CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK HAVE BEEN DESTROYED.
 HF0767'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE BUT THERE WAS NO SUITABLE
 HF0767'LOCATION FOR A NEW AZIMUTH MARK BECAUSE OF TREES, BUILDINGS AND
 HF0767'FARMING OPERATIONS.  STATION---FIELD 1962---IS 1.38 KM (0.85 MI) TO
 HF0767'THE NORTHEAST AND COULD BE MADE VISIBLE WITH SOME CLEARING.
 HF0767'STATION--PARK 1962--IS 1.28 KM (0.80 MI) TO THE EAST BUT IS NOT GROUND
 HF0767'VISIBLE BECAUSE OF TERRAIN.  A 20 FT (6.1 M) RANGE POLE WOULD PROBABLY
 HF0767'BE VISIBLE AT STATION--PARK.  THE STATION MARK IS NOW RECESSED 0.5 FT.
 HF0767'(15.2 CM) THE DISTANCE TO REFERENCE MARK 1 WAS 0.027 M (0.089 FT)
 HF0767'SHORTER THAN THE 1962 MEASURMENT.  THE UNDERGROUND MARK WAS NOT
 HF0767'INSPECTED.  DUE TO THE ABOVE, AND OTHER CHANGES, A NEW DESCRIPTION
 HF0767'FOLLOWS.  THE STATION IS LOCATED AT THE SOUTH EDGE OF SUMNER, 0.56 KM
 HF0767'(0.35 MI) SOUTH OF THE POST OFFICE AND 54.36 M (178.35 FT) WEST FROM
 HF0767'THE WATER TANK, ON PROPERTY OWNED BY THE CITY OF WELLINGTON, CONTACT
 HF0767'THE CITY ENGINEER, 317 SOUTH WASHINGTON STREET, WELLINGTON, KS 67152.
 HF0767'TO REACH THE STATION FROM THE POST OFFICE IN MAYFIELD, GO SOUTH ON A
 HF0767'GRAVELED STREET FOR 0.56 KM (0.35 MI) TO A CROSSROAD AND THE STATION
 HF0767'ON THE LEFT.  THE STATION IS A STANDARD CGS DISK STAMPED---MAYFIELD
 HF0767'1957---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (25
 HF0767'CM) IN DIAMETER, RECESSED 6 INCHES (15 CM) BELOW THE GROUND.  THE
 HF0767'STATION IS LOCATED 30.5 METERS (100.1 FT) NORTH FROM THE CENTERLINE OF
 HF0767'AN EAST/WEST ROAD, 26.06 METERS (85.50 FT) NORTHWEST FROM A FIRE
 HF0767'HYDRANT, 14.0 METERS (45.9 FT) EAST FROM THE CENTERLINE OF A
 HF0767'NORTH/SOUTH ROAD, 4.39 METERS (14.40 FT) SOUTH-SOUTHWEST FROM AN OLD
 HF0767'WITNESS POST, 4.27 METERS (14.01 FT) SOUTH FROM A NEW WITNESS POST AND
 HF0767'A FENCE. REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---MAYFIELD
 HF0767'NO 1 1957---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10
 HF0767'INCHES (25 CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE
 HF0767'GROUND.  THE STATION IS LOCATED 33.5 METERS (109.9 FT) NORTH FROM THE
 HF0767'CENTERLINE OF THE EAST/WEST ROAD, 22.46 METERS (73.69 FT) NORTHEAST
 HF0767'FROM A FIRE HYDRANT, 18.89 METERS (61.97 FT) WEST-NORTHWEST FROM THE
 HF0767'MOST WESTERN WATER TANK LEG WITH A CLIMBING LADDER, 0.92 METERS (3.02
 HF0767'FT) SOUTH FROM A FENCE.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 HF0767'STAMPED---MAYFIELD 1957 NO 3 1985---, CEMENTED INTO A DRILLED HOLE IN
 HF0767'THE SOUTHEAST CORNER OF A 5 BY 10 FOOT (3.0 M) CONCRETE SLAB THAT IS
 HF0767'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 11.9 METERS (39.0 FT)
 HF0767'NORTH FROM THE CENTERLINE OF THE EAST/WEST ROAD, 11.9 METERS (39.0 FT)
 HF0767'EAST FROM THE CENTERLINE OF THE NORTH/SOUTH ROAD, AND 0.3 METERS (1.0
 HF0767'FT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1370 ***********************************************************************
 HF1370  DESIGNATION -  MAYFIELD FARMERS COOP ELEVATOR
 HF1370  PID         -  HF1370
 HF1370  STATE/COUNTY-  KS/SUMNER
 HF1370  USGS QUAD   -  MAYFIELD (1971)
 HF1370
 HF1370                         *CURRENT SURVEY CONTROL
 HF1370  ___________________________________________________________________
 HF1370* NAD 83(1997)-  37 15 39.74601(N)    097 35 16.31279(W)     ADJUSTED  
 HF1370* NAVD 88     -                                                        
 HF1370  ___________________________________________________________________
 HF1370  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 HF1370  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 HF1370
 HF1370  HORZ ORDER  -  THIRD
 HF1370
 HF1370.The horizontal coordinates were established by classical geodetic methods
 HF1370.and adjusted by the National Geodetic Survey in October 1998..
 HF1370
 HF1370
 HF1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1370
 HF1370.The geoid height was determined by GEOID03.
 HF1370
 HF1370;                    North         East     Units Scale Factor Converg.
 HF1370;SPC KS S     -   466,362.724   480,911.095   MT  1.00000111   +0 33 37.9
 HF1370;UTM  14      - 4,124,765.459   625,218.835   MT  0.99979315   +0 51 18.3
 HF1370
 HF1370                          SUPERSEDED SURVEY CONTROL
 HF1370
 HF1370  NAD 83(1997)-  37 15 39.74988(N)    097 35 16.31139(W) AD(       ) 4
 HF1370  NAD 83(1986)-  37 15 39.75522(N)    097 35 16.30607(W) AD(       ) 4
 HF1370  NAD 27      -  37 15 39.66229(N)    097 35 14.85528(W) AD(       ) 3
 HF1370
 HF1370.Superseded values are not recommended for survey control.
 HF1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1370.See file dsdata.txt to determine how the superseded data were derived.
 HF1370
 HF1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2521924765(NAD 83)
 HF1370_MARKER: 65 = GRAIN ELEVATOR
 HF1370
 HF1370  HISTORY     - Date     Condition        Report By
 HF1370  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1370
 HF1370                          STATION DESCRIPTION
 HF1370
 HF1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1370'THE STATION IS THE LIGHT ON THE TOP OF THE NORTHEAST CORNER OF THE
 HF1370'HEADHOUSE ATOP THE ELEVATOR WHICH IS APPROXIMATELY 2 MILES WEST
 HF1370'OF MAYFIELD AND IN THE NORTHWEST ANGLE OF THE INTERSECTION OF THE
 HF1370'A.T. AND S.F. RAILROAD AND STATE HIGHWAY 149.
 HF1370'
 HF1370'THE ELEVATOR IS OWNED BY THE FARMER COOPERATIVE GRAIN ASSOCIATION
 HF1370'OF WELLINGTON AND THE OVERALL HEIGHT IS 206 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0769 ***********************************************************************
 HF0769  DESIGNATION -  MAYFIELD RM 1
 HF0769  PID         -  HF0769
 HF0769  STATE/COUNTY-  KS/SUMNER
 HF0769  USGS QUAD   -  MAYFIELD (1971)
 HF0769
 HF0769                         *CURRENT SURVEY CONTROL
 HF0769  ___________________________________________________________________
 HF0769* NAD 83(1986)-  37 15 28.     (N)    097 32 41.     (W)     SCALED    
 HF0769* NAVD 88     -       390.564  (meters)    1281.38   (feet)  ADJUSTED  
 HF0769  ___________________________________________________________________
 HF0769  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0769  DYNAMIC HT  -         390.243 (meters)    1280.32  (feet)  COMP
 HF0769  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 HF0769
 HF0769  VERT ORDER  -  SECOND    CLASS 0
 HF0769
 HF0769.The horizontal coordinates were scaled from a topographic map and have
 HF0769.an estimated accuracy of +/- 6 seconds.
 HF0769
 HF0769.The orthometric height was determined by differential leveling
 HF0769.and adjusted by the National Geodetic Survey in June 1991..
 HF0769
 HF0769.The geoid height was determined by GEOID03.
 HF0769
 HF0769.The dynamic height is computed by dividing the NAVD 88
 HF0769.geopotential number by the normal gravity value computed on the
 HF0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0769.degrees latitude (g = 980.6199 gals.).
 HF0769
 HF0769.The modeled gravity was interpolated from observed gravity values.
 HF0769
 HF0769;                    North         East    Units  Estimated Accuracy
 HF0769;SPC KS S     -   466,040.      484,740.      MT  (+/- 180 meters Scaled)
 HF0769
 HF0769                          SUPERSEDED SURVEY CONTROL
 HF0769
 HF0769  NGVD 29 (??/??/92)  390.442  (m)         1280.98   (f) ADJ UNCH    2 0
 HF0769
 HF0769.Superseded values are not recommended for survey control.
 HF0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0769.See file dsdata.txt to determine how the superseded data were derived.
 HF0769
 HF0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG290244(NAD 83)
 HF0769_MARKER: DR = REFERENCE MARK DISK
 HF0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0769_STAMPING: MAYFIELD NO 1 1957
 HF0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0769+STABILITY: SURFACE MOTION
 HF0769
 HF0769  HISTORY     - Date     Condition        Report By
 HF0769  HISTORY     - 1957     MONUMENTED       CGS
 HF0769  HISTORY     - 1962     GOOD             NGS
 HF0769
 HF0769                          STATION DESCRIPTION
 HF0769
 HF0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0769'0.2 MI S FROM MAYFIELD.
 HF0769'0.2 MILE SOUTH ALONG GRAVEL ROAD FROM THE ATCHISON, TOPEKA AND
 HF0769'SANTA FE RAILROAD AT MAYFIELD, 100 FEET NORTH OF THE CENTERLINE
 HF0769'OF A BLACKTOP ROAD, 88.9 FEET EAST OF THE STATION MAYFIELD
 HF0769'1957, 3.0 FEET SOUTH OF A FENCE LINE, SET IN THE TOP OF A
 HF0769'CONCRETE POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0768 ***********************************************************************
 HF0768  DESIGNATION -  MAYFIELD RM 2
 HF0768  PID         -  HF0768
 HF0768  STATE/COUNTY-  KS/SUMNER
 HF0768  USGS QUAD   -  MAYFIELD (1971)
 HF0768
 HF0768                         *CURRENT SURVEY CONTROL
 HF0768  ___________________________________________________________________
 HF0768* NAD 83(1986)-  37 15 28.     (N)    097 32 41.     (W)     SCALED    
 HF0768* NAVD 88     -       390.715  (meters)    1281.87   (feet)  ADJUSTED  
 HF0768  ___________________________________________________________________
 HF0768  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0768  DYNAMIC HT  -         390.395 (meters)    1280.82  (feet)  COMP
 HF0768  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 HF0768
 HF0768  VERT ORDER  -  SECOND    CLASS 0
 HF0768
 HF0768.The horizontal coordinates were scaled from a topographic map and have
 HF0768.an estimated accuracy of +/- 6 seconds.
 HF0768
 HF0768.The orthometric height was determined by differential leveling
 HF0768.and adjusted by the National Geodetic Survey in June 1991..
 HF0768
 HF0768.The geoid height was determined by GEOID03.
 HF0768
 HF0768.The dynamic height is computed by dividing the NAVD 88
 HF0768.geopotential number by the normal gravity value computed on the
 HF0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0768.degrees latitude (g = 980.6199 gals.).
 HF0768
 HF0768.The modeled gravity was interpolated from observed gravity values.
 HF0768
 HF0768;                    North         East    Units  Estimated Accuracy
 HF0768;SPC KS S     -   466,040.      484,740.      MT  (+/- 180 meters Scaled)
 HF0768
 HF0768                          SUPERSEDED SURVEY CONTROL
 HF0768
 HF0768  NGVD 29 (??/??/92)  390.594  (m)         1281.47   (f) ADJ UNCH    2 0
 HF0768
 HF0768.Superseded values are not recommended for survey control.
 HF0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0768.See file dsdata.txt to determine how the superseded data were derived.
 HF0768
 HF0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG290244(NAD 83)
 HF0768_MARKER: DR = REFERENCE MARK DISK
 HF0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0768_STAMPING: MAYFIELD NO 2 1957
 HF0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0768+STABILITY: SURFACE MOTION
 HF0768
 HF0768  HISTORY     - Date     Condition        Report By
 HF0768  HISTORY     - 1957     MONUMENTED       CGS
 HF0768  HISTORY     - 1962     GOOD             NGS
 HF0768
 HF0768                          STATION DESCRIPTION
 HF0768
 HF0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0768'0.2 MI S FROM MAYFIELD.
 HF0768'0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ATCHISON, TOPEKA
 HF0768'AND SANTA FE RAILROAD STATION AT MAYFIELD, 67.1 FEET SOUTHWEST
 HF0768'OF THE STATION MAYFIELD 1957, 35 FEET NORTH OF THE CENTERLINE
 HF0768'OF A BLACKTOP ROAD, 390 FEET NORTHEAST OF A TELEPHONE POLE,
 HF0768'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET ABOVE
 HF0768'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1500 ***********************************************************************
 HF1500  DESIGNATION -  MAYFIELD RM 3
 HF1500  PID         -  HF1500
 HF1500  STATE/COUNTY-  KS/SUMNER
 HF1500  USGS QUAD   -  MAYFIELD (1971)
 HF1500
 HF1500                         *CURRENT SURVEY CONTROL
 HF1500  ___________________________________________________________________
 HF1500* NAD 83(1986)-  37 15 28.     (N)    097 32 41.     (W)     SCALED    
 HF1500* NAVD 88     -       390.77   (meters)    1282.1    (feet)  RESET     
 HF1500  ___________________________________________________________________
 HF1500  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF1500
 HF1500  VERT ORDER  -  THIRD
 HF1500
 HF1500.The horizontal coordinates were scaled from a topographic map and have
 HF1500.an estimated accuracy of +/- 6 seconds.
 HF1500
 HF1500.The orthometric height was computed from unverified reset data.
 HF1500
 HF1500.The geoid height was determined by GEOID03.
 HF1500
 HF1500;                    North         East    Units  Estimated Accuracy
 HF1500;SPC KS S     -   466,040.      484,740.      MT  (+/- 180 meters Scaled)
 HF1500
 HF1500                          SUPERSEDED SURVEY CONTROL
 HF1500
 HF1500  NGVD 29 (03/09/04)  390.65   (m)         1281.7    (f) RESET       3  
 HF1500
 HF1500.Superseded values are not recommended for survey control.
 HF1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1500.See file dsdata.txt to determine how the superseded data were derived.
 HF1500
 HF1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG290244(NAD 83)
 HF1500_MARKER: DR = REFERENCE MARK DISK
 HF1500_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HF1500+WITH SETTING: PAVEMENT
 HF1500_SP_SET: WATER METER CASEMENT
 HF1500_STAMPING: MAYFIELD 1957 NO 3 1985
 HF1500_MARK LOGO: NGS   
 HF1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1500+STABILITY: SURFACE MOTION
 HF1500
 HF1500  HISTORY     - Date     Condition        Report By
 HF1500  HISTORY     - 1985     MONUMENTED       NGS
 HF1500
 HF1500                          STATION DESCRIPTION
 HF1500
 HF1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HF1500'IN MAYFIELD, AT THE WATER TANK, 36.58 M (120.01 FT) SOUTHWEST FROM
 HF1500'MAYFIELD RM 1, 18.17 M (59.61 FT) SOUTH FROM MAYFIELD, 11.9 M
 HF1500'(39.0 FT) NORTH FROM AN EAST/WEST STREET, 11.9 M (39.0 FT) EAST FROM
 HF1500'A NORTH/SOUTH STREET AND CEMENTED INTO A DRILLED HOLE IN THE
 HF1500'SOUTHEAST CORNER OF A 5 BY 10 FT (3.0 M) CONCRETE SLAB THAT IS FLUSH
 HF1500'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1368 ***********************************************************************
 HF1368  DESIGNATION -  MAYFIELD WELLINGTON MUN TANK
 HF1368  PID         -  HF1368
 HF1368  STATE/COUNTY-  KS/SUMNER
 HF1368  USGS QUAD   -  MAYFIELD (1971)
 HF1368
 HF1368                         *CURRENT SURVEY CONTROL
 HF1368  ___________________________________________________________________
 HF1368* NAD 83(1997)-  37 15 28.89517(N)    097 32 39.44485(W)     ADJUSTED  
 HF1368* NAVD 88     -                                                        
 HF1368  ___________________________________________________________________
 HF1368  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 HF1368  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF1368
 HF1368  HORZ ORDER  -  THIRD
 HF1368
 HF1368.The horizontal coordinates were established by classical geodetic methods
 HF1368.and adjusted by the National Geodetic Survey in October 1998..
 HF1368
 HF1368
 HF1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1368
 HF1368.The geoid height was determined by GEOID03.
 HF1368
 HF1368;                    North         East     Units Scale Factor Converg.
 HF1368;SPC KS S     -   466,066.944   484,779.667   MT  1.00000171   +0 35 14.3
 HF1368;UTM  14      - 4,124,489.612   629,088.094   MT  0.99980527   +0 52 53.1
 HF1368
 HF1368                          SUPERSEDED SURVEY CONTROL
 HF1368
 HF1368  NAD 83(1997)-  37 15 28.89892(N)    097 32 39.44297(W) AD(       ) 4
 HF1368  NAD 83(1986)-  37 15 28.90493(N)    097 32 39.43779(W) AD(       ) 4
 HF1368  NAD 27      -  37 15 28.82670(N)    097 32 38.26209(W) AD(       ) 3
 HF1368
 HF1368.Superseded values are not recommended for survey control.
 HF1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1368.See file dsdata.txt to determine how the superseded data were derived.
 HF1368
 HF1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2908824490(NAD 83)
 HF1368_MARKER: 53 = ELEVATED TANK
 HF1368
 HF1368  HISTORY     - Date     Condition        Report By
 HF1368  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1368  HISTORY     - 1962     GOOD             CGS
 HF1368
 HF1368                          STATION DESCRIPTION
 HF1368
 HF1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 HF1368'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE VILLAGE OF
 HF1368'MAYFIELD AND ON THE NORTH SIDE OF U.S. HIGHWAY 160.
 HF1368'
 HF1368'THE TANK IS A LARGE STEEL TANK WITH A ROUND TOP SUPPORTED BY
 HF1368'AN EIGHT LEGGED STEEL STRUCTURE AND IS ABOUT 130 FEET HIGH.  IT
 HF1368'IS OWNED BY THE CITY OF WELLINGTON.  THE CENTER OF THE TOP OF
 HF1368'TANK WAS INTERSECTED.  IT IS (54.36) METERS, 178.35 FEET EAST OF
 HF1368'TRIANGULATION STATION MAYFIELD.
 HF1368
 HF1368                          STATION RECOVERY (1962)
 HF1368
 HF1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1368'THE STATION WAS RECOVERED AS DESCRIBED.  THIS PARTY DID NOT
 HF1368'TRAVERSE TO THE TANK BUT INTERSECTED THE BALL ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0722 ***********************************************************************
 HE0722  DESIGNATION -  MC CUNE FARMERS COOP ELEVATOR
 HE0722  PID         -  HE0722
 HE0722  STATE/COUNTY-  KS/CRAWFORD
 HE0722  USGS QUAD   -  MC CUNE (1973)
 HE0722
 HE0722                         *CURRENT SURVEY CONTROL
 HE0722  ___________________________________________________________________
 HE0722* NAD 83(1997)-  37 21 05.93844(N)    095 01 10.66169(W)     ADJUSTED  
 HE0722* NAVD 88     -                                                        
 HE0722  ___________________________________________________________________
 HE0722  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HE0722  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 HE0722
 HE0722  HORZ ORDER  -  THIRD
 HE0722
 HE0722.The horizontal coordinates were established by classical geodetic methods
 HE0722.and adjusted by the National Geodetic Survey in October 1998..
 HE0722
 HE0722
 HE0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0722
 HE0722.The geoid height was determined by GEOID03.
 HE0722
 HE0722;                    North         East     Units Scale Factor Converg.
 HE0722;SPC KS S     -   481,777.587   708,284.809   MT  0.99998438   +2 08 19.6
 HE0722;UTM  15      - 4,135,796.336   321,122.474   MT  0.99999416   -1 13 32.3
 HE0722
 HE0722                          SUPERSEDED SURVEY CONTROL
 HE0722
 HE0722  NAD 83(1997)-  37 21 05.94346(N)    095 01 10.66219(W) AD(       ) 4
 HE0722  NAD 83(1986)-  37 21 05.95092(N)    095 01 10.65240(W) AD(       ) 4
 HE0722  NAD 27      -  37 21 05.75090(N)    095 01 09.77211(W) AD(       ) 3
 HE0722
 HE0722.Superseded values are not recommended for survey control.
 HE0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0722.See file dsdata.txt to determine how the superseded data were derived.
 HE0722
 HE0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2112235796(NAD 83)
 HE0722_MARKER: 65 = GRAIN ELEVATOR
 HE0722
 HE0722  HISTORY     - Date     Condition        Report By
 HE0722  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0722
 HE0722                          STATION DESCRIPTION
 HE0722
 HE0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0722'STATION IS THE TOP CENTER OF THE ELEVATOR HEADHOUSE, 155 FEET
 HE0722'IN HEIGHT AND PAINTED WHITE.  IT IS LOCATED IN MC CUNE, IN THE
 HE0722'SOUTHWEST ANGLE OF SEVENTH ST. AND MAIN ST. AND ABOUT 300 FEET
 HE0722'SOUTH SOUTHWEST OF THE MUNICIPAL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0719 ***********************************************************************
 HE0719  DESIGNATION -  MC CUNE MUNICIPAL TANK
 HE0719  PID         -  HE0719
 HE0719  STATE/COUNTY-  KS/CRAWFORD
 HE0719  USGS QUAD   -  MC CUNE (1973)
 HE0719
 HE0719                         *CURRENT SURVEY CONTROL
 HE0719  ___________________________________________________________________
 HE0719* NAD 83(1997)-  37 21 07.52238(N)    095 01 09.69207(W)     ADJUSTED  
 HE0719* NAVD 88     -                                                        
 HE0719  ___________________________________________________________________
 HE0719  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HE0719  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 HE0719
 HE0719  HORZ ORDER  -  THIRD
 HE0719
 HE0719.The horizontal coordinates were established by classical geodetic methods
 HE0719.and adjusted by the National Geodetic Survey in October 1998..
 HE0719
 HE0719
 HE0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0719
 HE0719.The geoid height was determined by GEOID03.
 HE0719
 HE0719;                    North         East     Units Scale Factor Converg.
 HE0719;SPC KS S     -   481,827.274   708,306.833   MT  0.99998430   +2 08 20.2
 HE0719;UTM  15      - 4,135,844.645   321,147.376   MT  0.99999405   -1 13 31.8
 HE0719
 HE0719                          SUPERSEDED SURVEY CONTROL
 HE0719
 HE0719  NAD 83(1997)-  37 21 07.52740(N)    095 01 09.69240(W) AD(       ) 4
 HE0719  NAD 83(1986)-  37 21 07.53499(N)    095 01 09.68276(W) AD(       ) 4
 HE0719  NAD 27      -  37 21 07.33408(N)    095 01 08.80310(W) AD(       ) 3
 HE0719
 HE0719.Superseded values are not recommended for survey control.
 HE0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0719.See file dsdata.txt to determine how the superseded data were derived.
 HE0719
 HE0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2114735845(NAD 83)
 HE0719_MARKER: 53 = ELEVATED TANK
 HE0719
 HE0719  HISTORY     - Date     Condition        Report By
 HE0719  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0719
 HE0719                          STATION DESCRIPTION
 HE0719
 HE0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0719'STATION IS THE TOP CENTER OF THE TANK, ELEVATED, 110 FEET IN
 HE0719'HEIGHT, PAINTED SILVER WITH A GREEN ROOF AND MOUNTED ON 4
 HE0719'STRUCTURAL STEEL LEGS.  IT IS LOCATED IN MC CUNE, IN THE
 HE0719'SOUTHWEST ANGLE OF SEVENTH ST. AND MAIN ST. AND ABOUT 300 FEET
 HE0719'NORTH NORTHEAST OF THE FARMERS CO-OP ELEVATOR WHICH IS 155 FEET
 HE0719'IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0373 ***********************************************************************
 KH0373  DESIGNATION -  MCALLASTER
 KH0373  PID         -  KH0373
 KH0373  STATE/COUNTY-  KS/LOGAN
 KH0373  USGS QUAD   -  MC ALLASTER SE (1969)
 KH0373
 KH0373                         *CURRENT SURVEY CONTROL
 KH0373  ___________________________________________________________________
 KH0373* NAD 83(1997)-  39 00 35.84229(N)    101 22 26.08407(W)     ADJUSTED  
 KH0373* NAVD 88     -      1001.050  (meters)    3284.28   (feet)  ADJUSTED  
 KH0373  ___________________________________________________________________
 KH0373  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 KH0373  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0373  DYNAMIC HT  -        1000.214 (meters)    3281.54  (feet)  COMP
 KH0373  MODELED GRAV-     979,758.5   (mgal)                       NAVD 88
 KH0373
 KH0373  HORZ ORDER  -  THIRD
 KH0373  VERT ORDER  -  FIRST     CLASS II
 KH0373
 KH0373.The horizontal coordinates were established by classical geodetic methods
 KH0373.and adjusted by the National Geodetic Survey in October 1998..
 KH0373
 KH0373.The orthometric height was determined by differential leveling
 KH0373.and adjusted by the National Geodetic Survey in June 1991..
 KH0373
 KH0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0373
 KH0373.The geoid height was determined by GEOID03.
 KH0373
 KH0373.The dynamic height is computed by dividing the NAVD 88
 KH0373.geopotential number by the normal gravity value computed on the
 KH0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0373.degrees latitude (g = 980.6199 gals.).
 KH0373
 KH0373.The modeled gravity was interpolated from observed gravity values.
 KH0373
 KH0373;                    North         East     Units Scale Factor Converg.
 KH0373;SPC KS N     -    80,555.489   107,848.726   MT  0.99996563   -2 08 05.0
 KH0373;UTM  14      - 4,320,562.587   294,455.249   MT  1.00012025   -1 29 41.3
 KH0373
 KH0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0373!SPC KS N     -   0.99984679  x   0.99996563  =   0.99981243
 KH0373!UTM  14      -   0.99984679  x   1.00012025  =   0.99996702
 KH0373
 KH0373:                Primary Azimuth Mark                     Grid Az
 KH0373:SPC KS N     -  MCALLASTER AZ MK                         026 50 28.9
 KH0373:UTM  14      -  MCALLASTER AZ MK                         026 12 05.2
 KH0373
 KH0373|---------------------------------------------------------------------|
 KH0373| PID    Reference Object                     Distance      Geod. Az  |
 KH0373|                                                           dddmmss.s |
 KH0373| KH0370 MCALLASTER AZ MK                                   0244223.9 |
 KH0373| KH0656 WINONA MUNICIPAL TANK               APPROX.12.6 KM 0632209.6 |
 KH0373| CP7715 MCALLASTER RM 1                       9.007 METERS 16603     |
 KH0373| KH0661 MCALLASTER BERTRANDS ELEVATOR       APPROX. 1.5 KM 2531312.0 |
 KH0373| CP7716 MCALLASTER RM 2                       8.863 METERS 25437     |
 KH0373|---------------------------------------------------------------------|
 KH0373
 KH0373                          SUPERSEDED SURVEY CONTROL
 KH0373
 KH0373  NAD 83(1986)-  39 00 35.84398(N)    101 22 26.08580(W) AD(       ) 3
 KH0373  NAD 27      -  39 00 35.81400(N)    101 22 24.50700(W) AD(       ) 3
 KH0373  NGVD 29 (??/??/92) 1000.667  (m)         3283.02   (f) ADJ UNCH    1 2
 KH0373
 KH0373.Superseded values are not recommended for survey control.
 KH0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0373.See file dsdata.txt to determine how the superseded data were derived.
 KH0373
 KH0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ9445520563(NAD 83)
 KH0373_MARKER: DS = TRIANGULATION STATION DISK
 KH0373_SETTING: 66 = SET IN ROCK OUTCROP
 KH0373_SP_SET: ROCK OUTCROP
 KH0373_STAMPING: MC ALLASTER 1951
 KH0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KH0373+STABILITY: POSITION/ELEVATION WELL
 KH0373
 KH0373  HISTORY     - Date     Condition        Report By
 KH0373  HISTORY     - 1951     MONUMENTED       CGS
 KH0373  HISTORY     - 1952     GOOD             CGS
 KH0373  HISTORY     - 1952     GOOD             NGS
 KH0373  HISTORY     - 1965     GOOD             CGS
 KH0373  HISTORY     - 1974     GOOD             USAF
 KH0373
 KH0373                          STATION DESCRIPTION
 KH0373
 KH0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0373'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF WINONA,
 KH0373'1 MILE NORTHEAST OF MC ALLASTER, 0.5 MILE SOUTH OF U.S. HIGHWAY
 KH0373'40, 12 FEET SOUTHWEST OF THE HIGHEST POINT OF THE HILL, 8
 KH0373'FEET SOUTH OF A LARGE OUTCROP AND 5 FEET EAST OF A LARGE
 KH0373'OUTCROP.  IT IS STAMPED MC ALLISTER 1951.
 KH0373'
 KH0373'REFERENCE MARK NO. 1 IS ON THE SOUTH SLOPE OF THE HILL, 5 FEET
 KH0373'BELOW STATION LEVEL.  IT IS STAMPED MC ALLISTER NO 1 1951.
 KH0373'
 KH0373'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE HILL, 3 FEET
 KH0373'BELOW STATION LEVEL.  IT IS STAMPED MC ALLISTER NO 2 1951.
 KH0373'
 KH0373'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 40.89 FEET.
 KH0373'
 KH0373'THE AZIMUTH MARK IS 60 FEET EAST SOUTHEAST OF U.S. HIGHWAY
 KH0373'40, 37 FEET EAST OF COUNTY ROAD 391, AND 9 FEET EAST SOUTHEAST
 KH0373'OF A TELEPHONE POLE.  IT PROJECTS 4 INCHES AND IS STAMPED
 KH0373'MC ALLISTER 1951.
 KH0373'
 KH0373'TO REACH THE STATION FROM THE POST OFFICE IN MC ALLASTER
 KH0373'GO NORTHEAST ON U.S. HIGHWAY 40 FOR 1.5 MILES TO A SIDE ROAD
 KH0373'RIGHT AND RAILROAD BRIDGE ON THE LEFT, AND THE AZIMUTH MARK
 KH0373'ON THE RIGHT AS DESCRIBED.  TURN RIGHT AND GO SOUTH ON COUNTY
 KH0373'ROAD 391 FOR 1 MILE TO CROSSROADS, TURN RIGHT AT CROSSROADS
 KH0373'THENCE RIGHT THROUGH GATE IN SOUTHEAST CORNER OF PASTURE
 KH0373'AND GO NORTHWEST ACROSS PASTURE FOR 0.3 MILE TO TOP OF BUTTE
 KH0373'AND STATION AS DESCRIBED.
 KH0373
 KH0373                          STATION RECOVERY (1952)
 KH0373
 KH0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KH0373'0.95 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE UNION
 KH0373'PACIFIC RAILROAD STATION AT MC ALLASTER, THENCE 0.45 MILE
 KH0373'SOUTHEAST TO THE TOP OF A ROCKY HILL, ON TOP OF THE MOST
 KH0373'SOUTHEASTERLY ONE OF TWO HILLS, 12 FEET SOUTH OF THE HIGHEST
 KH0373'ROCK OUTCROP, A TRIANGULATION STATION DISK SET IN THE TOP OF
 KH0373'A SMALL ROCK OUTCROP, STAMPED MC ALLASTER 1951.
 KH0373'
 KH0373'MC ALLASTER R.M. 1 IS 29.6 FEET SOUTHEAST OF TRIANGULATION STATION
 KH0373'MC ALLASTER 1951, 2 FEET ABOVE THE GROUND, A REFERENCE MARK
 KH0373'DISK SET IN THE TOP OF THE NORTH EDGE OF A ROCK OUTCROP,
 KH0373'STAMPED MC ALLASTER NO 1 1951.
 KH0373'
 KH0373'MC ALLASTER R.M. 2 IS 29.6 FEET SOUTHWEST OF TRIANGULATION
 KH0373'STATION MC ALLASTER 1951, 3.4 FEET ABOVE THE GROUND, A REFERENCE
 KH0373'MARK DISK SET IN THE TOP OF A ROCK OUTCROP, STAMPED MC ALLASTER
 KH0373'NO 2 1951.
 KH0373'
 KH0373'MC ALLASTER 1951 AZIMUTH IS 1.55 MILES NORTHEAST ALONG U.S.
 KH0373'HIGHWAY 40 FROM THE UNION PACIFIC RAILROAD STATION AT MC ALLASTER,
 KH0373'312 FEET SOUTHEAST OF A RAILROAD BRIDGE, 58.7 FEET SOUTHEAST
 KH0373'OF THE CENTER LINE OF U.S. HIGHWAY 40, 35.4 FEET SOUTHWEST
 KH0373'OF THE CENTER LINE OF COUNTY ROAD 391, 9.1 FEET SOUTH OF A
 KH0373'TELEPHONE POLE, 30.6 FEET SOUTHWEST OF THE WEST HEADWALL OF
 KH0373'A SMALL CONCRETE BRIDGE, 2 FEET NORTHEAST OF A SMALL WOODEN
 KH0373'GATE, 1.5 FEET EAST OF A WITNESS POST, AN AZIMUTH MARK DISK
 KH0373'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 KH0373'ABOVE THE GROUND, MC ALLASTER 1951.
 KH0373
 KH0373                          STATION RECOVERY (1952)
 KH0373
 KH0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KH0373'1.4 MI E FROM MC ALLASTER.
 KH0373'0.95 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0373'RAILROAD STATION AT MC ALLASTER, THENCE 0.45 MILE SOUTHEAST TO
 KH0373'THE TOP OF A ROCKY HILL, ON TOP OF THE MOST SOUTHEASTERLY ONE OF TWO
 KH0373'HILLS, 12 FEET SOUTH OF THE HIGHEST ROCK OUTCROP, SET IN THE
 KH0373'TOP OF A SMALL ROCK OUTCROP.
 KH0373
 KH0373                          STATION RECOVERY (1965)
 KH0373
 KH0373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CA)
 KH0373'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 KH0373'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 KH0373'CONDITION.  THE DISTANCE AND THE DIRECTION WERE FOUND TO BE
 KH0373'WRONG AT THE AZIMUTH MARK.  A NEW DESCRIPTION TO REACH THE
 KH0373'STATION AND THE AZIMUTH MARK FOLLOWS.
 KH0373'
 KH0373'TO REACH THE STATION FROM THE GRAIN ELEVATOR IN MC ALLASTER,
 KH0373'GO NORTHEAST ON THE OLD U.S. HIGHWAY 40 FOR 0.75 MILE TO A GATE
 KH0373'ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE, AND GO
 KH0373'SOUTHERLY ACROSS COUNTRY, ON THE WEST SIDE OF A RANGE OF BUTTS,
 KH0373'FOR 0.5 MILE TO THE HIGHEST POINT OF THE SOUTH END OF THE BUTTS
 KH0373'AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE GATE LEADING
 KH0373'TO THE STATION, GO NORTHEAST ON OLD U.S. HIGHWAY 40 FOR 0.5
 KH0373'MILE TO THE JUNCTION OF OLD U.S. HIGHWAY 40 AND COUNTY ROAD 391
 KH0373'AND THE AZIMUTH MARK AS DESCRIBED.  IT IS 56 FEET
 KH0373'SOUTHEAST OF OLD U.S. HIGHWAY 40, 39 FEET WEST OF COUNTY
 KH0373'ROAD 391, 9 FEET SOUTHEAST OF TELEPHONE POLE NUMBER L-15, 2 FEET
 KH0373'NORTHEAST OF A WHITE WITNESS POST AND 2 FEET NORTH OF A GATE.
 KH0373
 KH0373                          STATION RECOVERY (1974)
 KH0373
 KH0373'RECOVERY NOTE BY US AIR FORCE 1974
 KH0373'STATION, AZIMUTH MARK, AND BOTH R.M.S WERE RECOVERED IN GOOD
 KH0373'CONDITION AS DESCRIBED.
 KH0373'
 KH0373'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 KH0373'
 KH0373'TO REACH THE STATION FROM THE CONOCO SERVICE STATION IN
 KH0373'MC ALLISTER, KANSAS, GO EAST ON U.S. HIGHWAY 40 FOR 1.2 MILES
 KH0373'TO A GRAVEL CROSSROADS.  TURN LEFT (NORTH) ON GRAVEL ROAD FOR
 KH0373'0.7 MILE TO A T-INTERSECTION AND AZIMUTH MARK ON THE LEFT IN
 KH0373'THE SOUTHWEST ANGLE.  TURN LEFT (WEST) ON OLD U.S. HIGHWAY 40
 KH0373'FOR 0.7 MILE TO A GATE ON THE LEFT (SOUTH) AND A DIM TRACK ROAD.
 KH0373'FOLLOW DIM TRACK ROAD SOUTH AND SOUTHEAST ALONG WEST SIDE OF A
 KH0373'RANGE OF HILLS FOR 0.5 MILE TO THE STATION ON TOP OF THE
 KH0373'SOUTHERNMOST OF TWO HILLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0370 ***********************************************************************
 KH0370  DESIGNATION -  MCALLASTER AZ MK
 KH0370  PID         -  KH0370
 KH0370  STATE/COUNTY-  KS/LOGAN
 KH0370  USGS QUAD   -  MC ALLASTER SE (1969)
 KH0370
 KH0370                         *CURRENT SURVEY CONTROL
 KH0370  ___________________________________________________________________
 KH0370* NAD 83(1986)-  39 01 12.     (N)    101 22 06.     (W)     SCALED    
 KH0370* NAVD 88     -       946.256  (meters)    3104.51   (feet)  ADJUSTED  
 KH0370  ___________________________________________________________________
 KH0370  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 KH0370  DYNAMIC HT  -         945.465 (meters)    3101.91  (feet)  COMP
 KH0370  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 KH0370
 KH0370  VERT ORDER  -  FIRST     CLASS II
 KH0370
 KH0370.The horizontal coordinates were scaled from a topographic map and have
 KH0370.an estimated accuracy of +/- 6 seconds.
 KH0370
 KH0370.The orthometric height was determined by differential leveling
 KH0370.and adjusted by the National Geodetic Survey in June 1991..
 KH0370
 KH0370.The geoid height was determined by GEOID03.
 KH0370
 KH0370.The dynamic height is computed by dividing the NAVD 88
 KH0370.geopotential number by the normal gravity value computed on the
 KH0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0370.degrees latitude (g = 980.6199 gals.).
 KH0370
 KH0370.The modeled gravity was interpolated from observed gravity values.
 KH0370
 KH0370;                    North         East    Units  Estimated Accuracy
 KH0370;SPC KS N     -    81,650.      108,370.      MT  (+/- 180 meters Scaled)
 KH0370
 KH0370                          SUPERSEDED SURVEY CONTROL
 KH0370
 KH0370  NGVD 29 (??/??/92)  945.870  (m)         3103.24   (f) ADJ UNCH    1 2
 KH0370
 KH0370.Superseded values are not recommended for survey control.
 KH0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0370.See file dsdata.txt to determine how the superseded data were derived.
 KH0370
 KH0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ949216(NAD 83)
 KH0370_MARKER: DZ = AZIMUTH MARK DISK
 KH0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0370_STAMPING: MC ALLISTER 1951
 KH0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0370+STABILITY: SURFACE MOTION
 KH0370
 KH0370  HISTORY     - Date     Condition        Report By
 KH0370  HISTORY     - 1951     MONUMENTED       CGS
 KH0370  HISTORY     - 1952     GOOD             NGS
 KH0370
 KH0370                          STATION DESCRIPTION
 KH0370
 KH0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0370'1.6 MI NE FROM MC ALLASTER.
 KH0370'1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0370'RAILROAD STATION AT MC ALLISTER, 312 FEET SOUTHEAST OF A RAILROAD
 KH0370'BRIDGE, 58.7 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY
 KH0370'40, 35.4 FEET SOUTHWEST OF THE CENTER LINE OF COUNTY ROAD 391, 9.1
 KH0370'FEET SOUTH OF A TELEPHONE POLE, 30.6 FEET SOUTHWEST OF THE WEST
 KH0370'HEADWALL OF A SMALL CONCRETE BRIDGE, 2 FEET NORTHEAST OF A SMALL
 KH0370'WOODEN GATE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 KH0370'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0661 ***********************************************************************
 KH0661  DESIGNATION -  MCALLASTER BERTRANDS ELEVATOR
 KH0661  PID         -  KH0661
 KH0661  STATE/COUNTY-  KS/LOGAN
 KH0661  USGS QUAD   -  MC ALLASTER (1965)
 KH0661
 KH0661                         *CURRENT SURVEY CONTROL
 KH0661  ___________________________________________________________________
 KH0661* NAD 83(1997)-  39 00 21.51239(N)    101 23 26.97311(W)     ADJUSTED  
 KH0661* NAVD 88     -                                                        
 KH0661  ___________________________________________________________________
 KH0661  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 KH0661  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0661
 KH0661  HORZ ORDER  -  THIRD
 KH0661
 KH0661.The horizontal coordinates were established by classical geodetic methods
 KH0661.and adjusted by the National Geodetic Survey in October 1998..
 KH0661
 KH0661
 KH0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0661
 KH0661.The geoid height was determined by GEOID03.
 KH0661
 KH0661;                    North         East     Units Scale Factor Converg.
 KH0661;SPC KS N     -    80,168.617   106,368.295   MT  0.99996592   -2 08 43.5
 KH0661;UTM  14      - 4,320,159.138   292,978.998   MT  1.00012775   -1 30 19.2
 KH0661
 KH0661                          SUPERSEDED SURVEY CONTROL
 KH0661
 KH0661  NAD 83(1986)-  39 00 21.51387(N)    101 23 26.97437(W) AD(       ) 4
 KH0661  NAD 27      -  39 00 21.48400(N)    101 23 25.39400(W) AD(       ) 3
 KH0661
 KH0661.Superseded values are not recommended for survey control.
 KH0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0661.See file dsdata.txt to determine how the superseded data were derived.
 KH0661
 KH0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ9297920159(NAD 83)
 KH0661_MARKER: 65 = GRAIN ELEVATOR
 KH0661
 KH0661  HISTORY     - Date     Condition        Report By
 KH0661  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0661
 KH0661                          STATION DESCRIPTION
 KH0661
 KH0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0661'THE STATION IS A RE-INFORCED CONCRETE STRUCTURE COMPOSED OF
 KH0661'FOUR CIRCULAR GRAIN STORAGE TANKS WITH CONNECTING WALLS BETWEEN.
 KH0661'IT IS 30.0 FEET SQUARE, HAS AN OVER-ALL HEIGHT OF 112.0 FEET
 KH0661'AND HAS A FLAT ROOF.  THERE IS A METAL DUST VENT PROJECTING 2.5
 KH0661'FEET ABOVE THE ROOF DIRECTLY OVER THE CENTER OF EACH STORAGE
 KH0661'TANK AND ONE IN THE EXACT CENTER OF THE STRUCTURE.
 KH0661'
 KH0661'IT IS LOCATED AT THE EAST EDGE OF THE COMMUNITY OF MC ALLASTER,
 KH0661'150.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 40 AND JUST
 KH0661'SOUTH OF THE UNION PACIFIC RAILROAD TRACKS AND IS THE PROPERTY
 KH0661'OF MR. C.E. BERTRAND OF OAKLEY, KANSAS.
 KH0661'
 KH0661'THE POINT OBSERVED UPON WAS THE TOP AND CENTER OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0374 ***********************************************************************
 KH0374  DESIGNATION -  MCALLASTER RM 2
 KH0374  PID         -  KH0374
 KH0374  STATE/COUNTY-  KS/LOGAN
 KH0374  USGS QUAD   -  MC ALLASTER SE (1969)
 KH0374
 KH0374                         *CURRENT SURVEY CONTROL
 KH0374  ___________________________________________________________________
 KH0374* NAD 83(1986)-  39 00 35.     (N)    101 22 26.     (W)     SCALED    
 KH0374* NAVD 88     -      1000.285  (meters)    3281.77   (feet)  ADJUSTED  
 KH0374  ___________________________________________________________________
 KH0374  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0374  DYNAMIC HT  -         999.450 (meters)    3279.03  (feet)  COMP
 KH0374  MODELED GRAV-     979,758.5   (mgal)                       NAVD 88
 KH0374
 KH0374  VERT ORDER  -  FIRST     CLASS II
 KH0374
 KH0374.The horizontal coordinates were scaled from a topographic map and have
 KH0374.an estimated accuracy of +/- 6 seconds.
 KH0374
 KH0374.The orthometric height was determined by differential leveling
 KH0374.and adjusted by the National Geodetic Survey in June 1991..
 KH0374
 KH0374.The geoid height was determined by GEOID03.
 KH0374
 KH0374.The dynamic height is computed by dividing the NAVD 88
 KH0374.geopotential number by the normal gravity value computed on the
 KH0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0374.degrees latitude (g = 980.6199 gals.).
 KH0374
 KH0374.The modeled gravity was interpolated from observed gravity values.
 KH0374
 KH0374;                    North         East    Units  Estimated Accuracy
 KH0374;SPC KS N     -    80,530.      107,850.      MT  (+/- 180 meters Scaled)
 KH0374
 KH0374                          SUPERSEDED SURVEY CONTROL
 KH0374
 KH0374  NGVD 29 (??/??/92)  999.902  (m)         3280.51   (f) ADJ UNCH    1 2
 KH0374
 KH0374.Superseded values are not recommended for survey control.
 KH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0374.See file dsdata.txt to determine how the superseded data were derived.
 KH0374
 KH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ944205(NAD 83)
 KH0374_MARKER: DR = REFERENCE MARK DISK
 KH0374_SETTING: 66 = SET IN ROCK OUTCROP
 KH0374_SP_SET: ROCK OUTCROP
 KH0374_STAMPING: MC ALLASTER NO 2 1951
 KH0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KH0374+STABILITY: POSITION/ELEVATION WELL
 KH0374
 KH0374  HISTORY     - Date     Condition        Report By
 KH0374  HISTORY     - 1951     MONUMENTED       CGS
 KH0374  HISTORY     - 1952     GOOD             NGS
 KH0374
 KH0374                          STATION DESCRIPTION
 KH0374
 KH0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0374'1.4 MI E FROM MC ALLASTER.
 KH0374'0.95 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0374'RAILROAD STATION AT MC ALLASTER, THENCE 0.45 MILE SOUTHEAST
 KH0374'TO THE TOP OF A ROCKY HILL, ON TOP OF THE MOST SOUTHEASTERLY ONE
 KH0374'OF TWO HILLS, 29.6 FEET SOUTHWEST OF TRIANGULATION STATION
 KH0374'MC ALLASTER 1951, 3.4 FEET ABOVE THE GROUND, SET IN THE TOP OF
 KH0374'A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0519 ***********************************************************************
 JH0519  DESIGNATION -  MCALLASTER SCHOOLHOUSE SPIRE
 JH0519  PID         -  JH0519
 JH0519  STATE/COUNTY-  KS/LOGAN
 JH0519  USGS QUAD   -  MOUTH OF LAKE CREEK (1969)
 JH0519
 JH0519                         *CURRENT SURVEY CONTROL
 JH0519  ___________________________________________________________________
 JH0519* NAD 83(1997)-  38 59 54.32819(N)    101 23 23.25530(W)     ADJUSTED  
 JH0519* NAVD 88     -                                                        
 JH0519  ___________________________________________________________________
 JH0519  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 JH0519  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 JH0519
 JH0519  HORZ ORDER  -  THIRD
 JH0519
 JH0519.The horizontal coordinates were established by classical geodetic methods
 JH0519.and adjusted by the National Geodetic Survey in October 1998..
 JH0519
 JH0519
 JH0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0519
 JH0519.The geoid height was determined by GEOID03.
 JH0519
 JH0519;                    North         East     Units Scale Factor Converg.
 JH0519;SPC KS N     -    79,327.588   106,426.311   MT  0.99996649   -2 08 41.2
 JH0519;UTM  14      - 4,319,318.674   293,046.419   MT  1.00012741   -1 30 15.9
 JH0519
 JH0519                          SUPERSEDED SURVEY CONTROL
 JH0519
 JH0519  NAD 83(1986)-  38 59 54.32987(N)    101 23 23.25738(W) AD(       ) 4
 JH0519  NAD 27      -  38 59 54.29100(N)    101 23 21.66900(W) AD(       ) 3
 JH0519
 JH0519.Superseded values are not recommended for survey control.
 JH0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0519.See file dsdata.txt to determine how the superseded data were derived.
 JH0519
 JH0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ9304619319(NAD 83)
 JH0519_MARKER: 89 = SPIRE
 JH0519
 JH0519  HISTORY     - Date     Condition        Report By
 JH0519  HISTORY     - 1891     FIRST OBSERVED   CGS
 JH0519  HISTORY     - 1934     GOOD             CGS
 JH0519
 JH0519                          STATION DESCRIPTION
 JH0519
 JH0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JH0519'GOOD.  THIS BUILDING IS NOW USED AS A COMMUNITY HALL.  A BRICK
 JH0519'SCHOOL BUILDING HAS BEEN CONSTRUCTED ABOUT 75 YARDS EAST OF
 JH0519'THE COMMUNITY HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0777 ***********************************************************************
 HH0777  DESIGNATION -  MCCLURE
 HH0777  PID         -  HH0777
 HH0777  STATE/COUNTY-  KS/STEVENS
 HH0777  USGS QUAD   -  WAGON BED SPRING SW (1974)
 HH0777
 HH0777                         *CURRENT SURVEY CONTROL
 HH0777  ___________________________________________________________________
 HH0777* NAD 83(1997)-  37 16 36.92288(N)    101 27 13.41815(W)     ADJUSTED  
 HH0777* NAVD 88     -       984.8    (meters)    3231.     (feet)  VERTCON   
 HH0777  ___________________________________________________________________
 HH0777  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 HH0777  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 HH0777
 HH0777  HORZ ORDER  -  SECOND
 HH0777
 HH0777.The horizontal coordinates were established by classical geodetic methods
 HH0777.and adjusted by the National Geodetic Survey in October 1998..
 HH0777
 HH0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0777
 HH0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0777
 HH0777.The geoid height was determined by GEOID03.
 HH0777
 HH0777;                    North         East     Units Scale Factor Converg.
 HH0777;SPC KS S     -   471,878.743   138,084.682   MT  0.99999800   -1 48 54.5
 HH0777;UTM  14      - 4,128,415.419   282,453.426   MT  1.00018302   -1 29 12.2
 HH0777
 HH0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0777!SPC KS S     -   0.99984952  x   0.99999800  =   0.99984752
 HH0777!UTM  14      -   0.99984952  x   1.00018302  =   1.00003251
 HH0777
 HH0777|---------------------------------------------------------------------|
 HH0777| PID    Reference Object                     Distance      Geod. Az  |
 HH0777|                                                           dddmmss.s |
 HH0777| CM9058 MCCLURE RM 2                         11.725 METERS 02620     |
 HH0777| CM9057 MCCLURE RM 1                         14.292 METERS 12539     |
 HH0777| HH0763 HUGOTON MUN TANK                    APPROX.14.9 KM 1432210.1 |
 HH0777|---------------------------------------------------------------------|
 HH0777
 HH0777                          SUPERSEDED SURVEY CONTROL
 HH0777
 HH0777  NAD 83(1997)-  37 16 36.92635(N)    101 27 13.41744(W) AD(       ) 2
 HH0777  NAD 83(1986)-  37 16 36.93167(N)    101 27 13.40782(W) AD(       ) 2
 HH0777  NAD 27      -  37 16 36.84759(N)    101 27 11.84395(W) AD(       ) 2
 HH0777  NGVD 29 (07/19/86)  984.4    (m)         3230.     (f) VERT ANG       
 HH0777
 HH0777.Superseded values are not recommended for survey control.
 HH0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0777.See file dsdata.txt to determine how the superseded data were derived.
 HH0777
 HH0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG8245328415(NAD 83)
 HH0777_MARKER: DD = SURVEY DISK
 HH0777_SETTING: 0 = UNSPECIFIED SETTING
 HH0777
 HH0777  HISTORY     - Date     Condition        Report By
 HH0777  HISTORY     - 1972     MONUMENTED       USGS
 HH0777
 HH0777                          STATION DESCRIPTION
 HH0777
 HH0777'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0777'STATION IS ABOUT 7.3 MI. N. AND 5.8 MI. W. OF INTERSECTION OF U. S.
 HH0777'HIGHWAY 270, U. S. HIGHWAY 56, STATE HIGHWAY 51 AND STATE HIGHWAY
 HH0777'25, AT S. EDGE OF HUGOTON.  ABOUT 600 FT. N. OF CENTER OF SE 1/4
 HH0777'SEC. 9, T. 32 S., R. 38 W.
 HH0777'
 HH0777'TO REACH FROM INTERSECTION OF U. S. HIGHWAY 270, U. S. HIGHWAY 56,
 HH0777'STATE HIGHWAY 51 AND STATE HIGHWAY 25, AT S. EDGE OF HUGOTON, GO W.
 HH0777'ON U. S. HIGHWAY 56, STATE HIGHWAY 51 AND STATE HIGHWAY 25, ABOUT
 HH0777'3.0 MI. TO POINT WHERE U. S. HIGHWAY 56, STATE HIGHWAY 51, AND STATE
 HH0777'HIGHWAY 25 CURVE TO THE WSW., THEN CONTINUE STRAIGHT AHEAD ON A
 HH0777'GRAVEL RD. ABOUT 1.5 MI. TO A CROSSROAD, THEN TURN RIGHT AND GO N.
 HH0777'ABOUT 8.0 MI. TO T-RD. S., THEN TURN LEFT AND GO ABOUT 1.2 MI. W. TO
 HH0777'RD. AT FIELD RD. S., THEN TURN LEFT AND GO ABOUT 0.7 MI. ALONG
 HH0777'E. SIDE OF CULTIVATED FIELD TO HIGHEST HILL IN VICINITY ON RIGHT
 HH0777'AND THE STATION.
 HH0777'
 HH0777'STATION MARK STAMPED ET MC CLURE 1972 IS 74 FT. S. AND 146 FT. W. OF
 HH0777'FENCE CORNER AND DEAD MAN, 76 FT. NW (NORMAL) OF CENTER LINE FIELD
 HH0777'RD., 2 FT. SE. OF USGS WITNESS POST.
 HH0777'
 HH0777'REFERENCE MARK NO. 1 STAMPED MC CLURE NO 1 1972 IS ESE. OF STATION,
 HH0777'94 FT. S. AND 82 FT. W. OF FENCE CORNER AND DEAD MAN, 28 FT. NW.
 HH0777'(NORMAL) OF CENTER LINE FIELD RD.
 HH0777'
 HH0777'REFERENCE MARK NO. 2 STAMPED MC CLURE NO 2 1972 IS NNE. OF STATION,
 HH0777'37 FT. S. AND 131 FT. W. OF FENCE CORNER AND DEAD MAN, 83 FT. NW.
 HH0777'(NORMAL) OF CENTER LINE FIELD RD.
 HH0777'
 HH0777'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS
 HH0777'CENTERED IN 6-IN. DIAMETER SECTIONS OF WHITE PLASTIC PIPE 12-IN.
 HH0777'LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS SET
 HH0777'FLUSH WITH GROUND.
 HH0777'
 HH0777'HEIGHT OF INSTRUMENT 4.66 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0943 ***********************************************************************
 JG0943  DESIGNATION -  MCCRACKEN COOP ELEVATOR
 JG0943  PID         -  JG0943
 JG0943  STATE/COUNTY-  KS/RUSH
 JG0943  USGS QUAD   -  MC CRACKEN (1965)
 JG0943
 JG0943                         *CURRENT SURVEY CONTROL
 JG0943  ___________________________________________________________________
 JG0943* NAD 83(1997)-  38 35 00.19611(N)    099 34 27.01288(W)     ADJUSTED  
 JG0943* NAVD 88     -                                                        
 JG0943  ___________________________________________________________________
 JG0943  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 JG0943  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0943
 JG0943  HORZ ORDER  -  THIRD
 JG0943
 JG0943.The horizontal coordinates were established by classical geodetic methods
 JG0943.and adjusted by the National Geodetic Survey in October 1998..
 JG0943
 JG0943
 JG0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0943
 JG0943.The geoid height was determined by GEOID03.
 JG0943
 JG0943;                    North         East     Units Scale Factor Converg.
 JG0943;SPC KS S     -   613,273.884   306,407.046   MT  1.00000335   -0 39 36.4
 JG0943;UTM  14      - 4,270,702.608   449,991.163   MT  0.99963080   -0 21 29.1
 JG0943
 JG0943                          SUPERSEDED SURVEY CONTROL
 JG0943
 JG0943  NAD 83(1986)-  38 35 00.20554(N)    099 34 27.01190(W) AD(       ) 4
 JG0943  NAD 27      -  38 35 00.15442(N)    099 34 25.60201(W) AD(       ) 3
 JG0943
 JG0943.Superseded values are not recommended for survey control.
 JG0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0943.See file dsdata.txt to determine how the superseded data were derived.
 JG0943
 JG0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH4999170703(NAD 83)
 JG0943_MARKER: 65 = GRAIN ELEVATOR
 JG0943
 JG0943  HISTORY     - Date     Condition        Report By
 JG0943  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0943
 JG0943                          STATION DESCRIPTION
 JG0943
 JG0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0943'THE STATION IS THE LARGE VENTILATOR ATOP THE HEADHOUSE OF THE
 JG0943'ELEVATOR IN MCCRACKEN.
 JG0943'
 JG0943'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE, GRAY IN COLOR, AND AT
 JG0943'THE SOUTHWEST EDGE OF MCCRACKEN.  THE ELEVATOR HAS AN OVERALL HEIGHT
 JG0943'OF 135 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0942 ***********************************************************************
 JG0942  DESIGNATION -  MCCRACKEN RUSH COUNTY ELEV
 JG0942  PID         -  JG0942
 JG0942  STATE/COUNTY-  KS/RUSH
 JG0942  USGS QUAD   -  MC CRACKEN (1965)
 JG0942
 JG0942                         *CURRENT SURVEY CONTROL
 JG0942  ___________________________________________________________________
 JG0942* NAD 83(1997)-  38 35 00.22200(N)    099 34 09.41519(W)     ADJUSTED  
 JG0942* NAVD 88     -                                                        
 JG0942  ___________________________________________________________________
 JG0942  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 JG0942  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0942
 JG0942  HORZ ORDER  -  THIRD
 JG0942
 JG0942.The horizontal coordinates were established by classical geodetic methods
 JG0942.and adjusted by the National Geodetic Survey in October 1998..
 JG0942
 JG0942
 JG0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0942
 JG0942.The geoid height was determined by GEOID03.
 JG0942
 JG0942;                    North         East     Units Scale Factor Converg.
 JG0942;SPC KS S     -   613,269.787   306,832.952   MT  1.00000335   -0 39 25.6
 JG0942;UTM  14      - 4,270,700.756   450,416.926   MT  0.99963027   -0 21 18.2
 JG0942
 JG0942                          SUPERSEDED SURVEY CONTROL
 JG0942
 JG0942  NAD 83(1986)-  38 35 00.23152(N)    099 34 09.41425(W) AD(       ) 4
 JG0942  NAD 27      -  38 35 00.17939(N)    099 34 08.00482(W) AD(       ) 3
 JG0942
 JG0942.Superseded values are not recommended for survey control.
 JG0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0942.See file dsdata.txt to determine how the superseded data were derived.
 JG0942
 JG0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH5041770701(NAD 83)
 JG0942_MARKER: 65 = GRAIN ELEVATOR
 JG0942
 JG0942  HISTORY     - Date     Condition        Report By
 JG0942  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0942
 JG0942                          STATION DESCRIPTION
 JG0942
 JG0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0942'THE STATION IS THE LARGE VENTILATOR ATOP THE HEADHOUSE OF THE
 JG0942'ELEVATOR IN MCCRACKEN.
 JG0942'
 JG0942'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE, PAINTED WHITE, AND IS AT
 JG0942'THE SOUTHEAST EDGE OF MCCRACKEN.  THE ELEVATOR HAS AN OVERALL HEIGHT
 JG0942'OF 130 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0940 ***********************************************************************
 JG0940  DESIGNATION -  MCCRACKEN WESTERN P AND L TANK
 JG0940  PID         -  JG0940
 JG0940  STATE/COUNTY-  KS/RUSH
 JG0940  USGS QUAD   -  MC CRACKEN (1965)
 JG0940
 JG0940                         *CURRENT SURVEY CONTROL
 JG0940  ___________________________________________________________________
 JG0940* NAD 83(1997)-  38 35 02.17963(N)    099 34 08.08990(W)     ADJUSTED  
 JG0940* NAVD 88     -                                                        
 JG0940  ___________________________________________________________________
 JG0940  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 JG0940  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0940
 JG0940  HORZ ORDER  -  THIRD
 JG0940
 JG0940.The horizontal coordinates were established by classical geodetic methods
 JG0940.and adjusted by the National Geodetic Survey in October 1998..
 JG0940
 JG0940
 JG0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0940
 JG0940.The geoid height was determined by GEOID03.
 JG0940
 JG0940;                    North         East     Units Scale Factor Converg.
 JG0940;SPC KS S     -   613,329.780   306,865.718   MT  1.00000346   -0 39 24.8
 JG0940;UTM  14      - 4,270,760.898   450,449.364   MT  0.99963023   -0 21 17.3
 JG0940
 JG0940                          SUPERSEDED SURVEY CONTROL
 JG0940
 JG0940  NAD 83(1986)-  38 35 02.18880(N)    099 34 08.08864(W) AD(       ) 4
 JG0940  NAD 27      -  38 35 02.14547(N)    099 34 06.69737(W) AD(       ) 3
 JG0940
 JG0940.Superseded values are not recommended for survey control.
 JG0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0940.See file dsdata.txt to determine how the superseded data were derived.
 JG0940
 JG0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH5044970761(NAD 83)
 JG0940_MARKER: 51 = TANK
 JG0940
 JG0940  HISTORY     - Date     Condition        Report By
 JG0940  HISTORY     - 1934     FIRST OBSERVED   CGS
 JG0940
 JG0940                          STATION DESCRIPTION
 JG0940
 JG0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0940'POINT OBSERVED UPON IS THE FINIAL ATOP THE SILVER WATER TANK
 JG0940'(100 FEET HIGH) OF THE WESTERN POWER AND LIGHT CORPORATION
 JG0940'LOCATED IN THE SOUTHEAST PORTION OF TOWN, 300 FEET NORTH OF
 JG0940'RAILROAD TRACKS AND 125 FEET WEST OF CENTER LINE OF STATE
 JG0940'HIGHWAY 4.
 JG0940'
 JG0940'STATION OBSERVED UPON FROM SKAGGS, IDA, LA CROSSE, SMOKY HILL,
 JG0940'BUTTON AND BELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0725 ***********************************************************************
 HE0725  DESIGNATION -  MCCUNE
 HE0725  PID         -  HE0725
 HE0725  STATE/COUNTY-  KS/CRAWFORD
 HE0725  USGS QUAD   -  MC CUNE (1973)
 HE0725
 HE0725                         *CURRENT SURVEY CONTROL
 HE0725  ___________________________________________________________________
 HE0725* NAD 83(1997)-  37 20 24.80560(N)    095 01 37.20955(W)     ADJUSTED  
 HE0725* NAVD 88     -       281.6    (meters)     924.     (feet)  VERTCON   
 HE0725  ___________________________________________________________________
 HE0725  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 HE0725  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HE0725
 HE0725  HORZ ORDER  -  SECOND
 HE0725
 HE0725.The horizontal coordinates were established by classical geodetic methods
 HE0725.and adjusted by the National Geodetic Survey in October 1998..
 HE0725
 HE0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0725
 HE0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0725
 HE0725.The geoid height was determined by GEOID03.
 HE0725
 HE0725;                    North         East     Units Scale Factor Converg.
 HE0725;SPC KS S     -   480,486.046   707,679.124   MT  0.99998635   +2 08 03.3
 HE0725;UTM  15      - 4,134,542.552   320,442.035   MT  0.99999716   -1 13 47.3
 HE0725
 HE0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0725!SPC KS S     -   0.99996056  x   0.99998635  =   0.99994691
 HE0725!UTM  15      -   0.99996056  x   0.99999716  =   0.99995772
 HE0725
 HE0725:                Primary Azimuth Mark                     Grid Az
 HE0725:SPC KS S     -  MC CUNE FARMERS COOP ELEVATOR            025 07 29.5
 HE0725:UTM  15      -  MC CUNE FARMERS COOP ELEVATOR            028 29 20.1
 HE0725
 HE0725|---------------------------------------------------------------------|
 HE0725| PID    Reference Object                     Distance      Geod. Az  |
 HE0725|                                                           dddmmss.s |
 HE0725| HE0722 MC CUNE FARMERS COOP ELEVATOR       APPROX. 1.4 KM 0271532.8 |
 HE0725| CL4857 MCCUNE RM 1                          22.258 METERS 09734     |
 HE0725| CL4858 MCCUNE RM 2                          47.933 METERS 18208     |
 HE0725| HE0720 STRAUSS KAN GAS ELEC CO SE STK      APPROX. 8.2 KM 2394451.9 |
 HE0725| HE0726 STRAUSS KAN GAS ELEC NW STACK       APPROX. 8.4 KM 2433538.7 |
 HE0725| HE0723 STRAUSS KAN GAS ELEC CO TANK        APPROX. 8.4 KM 2442002.5 |
 HE0725| CL4856 MCCUNE AZ MK                                       2663730.0 |
 HE0725| HE0791 PARSONS MUNICIPAL TANK              APPROX.20.9 KM 2681715.8 |
 HE0725| HE0732 PARSONS RADIO STA KLKC MAST         APPROX.18.2 KM 2710454.2 |
 HE0725|---------------------------------------------------------------------|
 HE0725
 HE0725                          SUPERSEDED SURVEY CONTROL
 HE0725
 HE0725  NAD 83(1997)-  37 20 24.81052(N)    095 01 37.21008(W) AD(       ) 2
 HE0725  NAD 83(1986)-  37 20 24.81820(N)    095 01 37.20012(W) AD(       ) 2
 HE0725  NAD 27      -  37 20 24.61042(N)    095 01 36.32424(W) AD(       ) 2
 HE0725  NGVD 29 (07/19/86)  281.5    (m)          924.     (f) VERT ANG       
 HE0725
 HE0725.Superseded values are not recommended for survey control.
 HE0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0725.See file dsdata.txt to determine how the superseded data were derived.
 HE0725
 HE0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2044234543(NAD 83)
 HE0725_MARKER: DS = TRIANGULATION STATION DISK
 HE0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0725
 HE0725  HISTORY     - Date     Condition        Report By
 HE0725  HISTORY     - 1965     MONUMENTED       CGS
 HE0725  HISTORY     - 1966     GOOD             CGS
 HE0725  HISTORY     - 1972     GOOD             MJH
 HE0725
 HE0725                          STATION DESCRIPTION
 HE0725
 HE0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0725'THE STATION IS ABOUT 13 MILES EAST OF PARSONS, 7 MILES NORTHWEST
 HE0725'OF WEST MINERAL AND 1 MILE SOUTHWEST OF MC CUNE, ON PROPERTY
 HE0725'OWNED BY MR. RALPH A. GROVE.
 HE0725'
 HE0725'TO REACH THE STATION FROM THE POST OFFICE IN MC CUNE, GO EAST
 HE0725'ON SIXTH STREET FOR 0.3 MILE TO THE JUNCTION WITH STATE
 HE0725'HIGHWAY 126.  TURN RIGHT AND GO SOUTH ON HIGHWAY 126 FOR 0.9
 HE0725'MILE TO THE JUNCTION WITH U.S. HIGHWAY 160.  TURN RIGHT AND
 HE0725'GO WEST ON HIGHWAY 160 FOR 0.8 MILE TO THE STATION ON THE
 HE0725'RIGHT.  TO REACH THE AZIMUTH MARK, CONTINUE WEST ON HIGHWAY
 HE0725'160 FOR 0.35 MILE TO THE MARK ON THE LEFT.
 HE0725'
 HE0725'STATION MARK IS A STANDARD DISK, STAMPED MC CUNE 1964, SET IN THE
 HE0725'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 12 INCHES BELOW THE
 HE0725'GROUND SURFACE.  IT IS 85 FEET NORTH OF THE CENTERLINE OF
 HE0725'U.S. HIGHWAY 160, 14.2 FEET NORTHEAST OF A FENCE CORNER POST,
 HE0725'11 FEET NORTH-NORTHEAST OF A WITNESS POST AND 9.3 FEET NORTH
 HE0725'OF AN EAST-WEST FENCE LINE.
 HE0725'
 HE0725'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MC CUNE NO 1 1964,
 HE0725'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0725'1 INCH ABOVE THE GROUND.  IT IS 84 FEET EAST OF THE FENCE CORNER
 HE0725'POST, 76 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AT ABOUT
 HE0725'THE SAME ELEVATION AS THE STATION.
 HE0725'
 HE0725'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MC CUNE NO 2 1964,
 HE0725'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HE0725'WITH THE GROUND SURFACE.  IT IS 72 FEET SOUTH OF THE CENTERLINE
 HE0725'OF THE HIGHWAY, 2 FEET NORTH OF AN EAST-WEST FENCE LINE AT
 HE0725'ABOUT THE SAME ELEVATION AS THE STATION.
 HE0725'
 HE0725'AZIMUTH MARK IS A STANDARD DISK, STAMPED MC CUNE 1964, CEMENTED
 HE0725'IN A DRILL HOLE IN THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 HE0725'IT IS 21 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 160 AND
 HE0725'2.7 FEET WEST OF A WITNESS POST.
 HE0725'
 HE0725'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HE0725
 HE0725                          STATION RECOVERY (1966)
 HE0725
 HE0725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0725'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HE0725'WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.  THE
 HE0725'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 73.02 FEET,
 HE0725'22.258 METERS INSTEAD OF THE PREVIOUSLY RECORDED 73.11 FT, 22.285
 HE0725'METERS.
 HE0725
 HE0725                          STATION RECOVERY (1972)
 HE0725
 HE0725'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1972 (ATL)
 HE0725'MCCUNE 1964 RECOVERED IN GOOD CONDITION.
 HE0725'
 HE0725'MCCUNE 1964 AZ. MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0632 ***********************************************************************
 KH0632  DESIGNATION -  MCDONALD
 KH0632  PID         -  KH0632
 KH0632  STATE/COUNTY-  KS/RAWLINS
 KH0632  USGS QUAD   -  MC DONALD (1978)
 KH0632
 KH0632                         *CURRENT SURVEY CONTROL
 KH0632  ___________________________________________________________________
 KH0632* NAD 83(1997)-  39 47 07.65792(N)    101 21 56.87640(W)     ADJUSTED  
 KH0632* NAVD 88     -      1012.     (meters)    3320.     (feet)  SCALED    
 KH0632  ___________________________________________________________________
 KH0632  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 KH0632  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KH0632
 KH0632  HORZ ORDER  -  SECOND
 KH0632
 KH0632.The horizontal coordinates were established by classical geodetic methods
 KH0632.and adjusted by the National Geodetic Survey in October 1998..
 KH0632
 KH0632.The orthometric height was scaled from a topographic map.
 KH0632
 KH0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0632
 KH0632.The geoid height was determined by GEOID03.
 KH0632
 KH0632;                    North         East     Units Scale Factor Converg.
 KH0632;SPC KS N     -   166,565.990   111,750.252   MT  1.00000035   -2 07 46.5
 KH0632;UTM  14      - 4,406,623.136   297,414.992   MT  1.00010529   -1 30 51.9
 KH0632
 KH0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0632!SPC KS N     -   0.99984491  x   1.00000035  =   0.99984526
 KH0632!UTM  14      -   0.99984491  x   1.00010529  =   0.99995019
 KH0632
 KH0632|---------------------------------------------------------------------|
 KH0632| PID    Reference Object                     Distance      Geod. Az  |
 KH0632|                                                           dddmmss.s |
 KH0632| CP7723 MCDONALD RM 1                        43.022 METERS 05558     |
 KH0632| CP7722 MCDONALD AZ MK                                     0601353.2 |
 KH0632| KH0616 ATWOOD CENT KANS PWR LT CO MST      APPROX.27.9 KM 0871538.8 |
 KH0632| CP7724 MCDONALD RM 2                        54.257 METERS 29347     |
 KH0632|---------------------------------------------------------------------|
 KH0632
 KH0632                          SUPERSEDED SURVEY CONTROL
 KH0632
 KH0632  NAD 83(1997)-  39 47 07.65824(N)    101 21 56.87680(W) AD(       ) 2
 KH0632  NAD 83(1986)-  39 47 07.65845(N)    101 21 56.87789(W) AD(       ) 2
 KH0632  NAD 27      -  39 47 07.66900(N)    101 21 55.29500(W) AD(       ) 2
 KH0632
 KH0632.Superseded values are not recommended for survey control.
 KH0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0632.See file dsdata.txt to determine how the superseded data were derived.
 KH0632
 KH0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK9741506623(NAD 83)
 KH0632_MARKER: DS = TRIANGULATION STATION DISK
 KH0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0632
 KH0632  HISTORY     - Date     Condition        Report By
 KH0632  HISTORY     - 1951     MONUMENTED       CGS
 KH0632
 KH0632                          STATION DESCRIPTION
 KH0632
 KH0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0632'THE STATION IS LOCATED 0.15 MILE NORTH AND 0.35 MILE EAST
 KH0632'OF THE POST OFFICE IN MC DONALD.  IT IS 113.0 FEET SOUTH OF
 KH0632'THE CENTER OF AN EAST-WEST GRAVELED ROAD, 78.0 FEET SOUTH
 KH0632'OF A FENCE CORNER AND SET IN A NORTH-SOUTH FENCE LINE.  IT
 KH0632'IS SET FLUSH AND STAMPED MC DONALD 1951.
 KH0632'
 KH0632'REFERENCE MARK NO. 1 IS 116.0 FEET EAST OF A FENCE CORNER,
 KH0632'35.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD
 KH0632'AND SET IN AN EAST-WEST FENCE LINE.  IT IS SET FLUSH AND
 KH0632'STAMPED MC DONALD NO 1 1951.
 KH0632'
 KH0632'REFERENCE MARK NO. 2 IS 164.0 FEET WEST OF A FENCE CORNER,
 KH0632'35.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD
 KH0632'AND 1.0 FOOT SOUTH OF A TELEPHONE POLE.  IT IS SET FLUSH
 KH0632'AND STAMPED MC DONALD NO 2 1951.
 KH0632'
 KH0632'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0632'NO. 2 IS 280.0 FEET.
 KH0632'
 KH0632'THE AZIMUTH MARK IS 33.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 KH0632'GRAVELED ROAD, 1.0 FOOT SOUTH OF A POWERLINE POLE AND AT
 KH0632'THE EAST EDGE OF A CULTIVATED FIELD.  IT PROJECTS 2 INCHES
 KH0632'AND STAMPED MC DONALD 1951.
 KH0632'
 KH0632'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 KH0632'GRAVELED ROAD FOR 0.65 MILE TO A CROSSROAD, TURN LEFT AND GO
 KH0632'NORTH ON A GRAVELED ROAD FOR 0.3 MILE TO A POWERLINE POLE
 KH0632'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KH0632'
 KH0632'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0635 ***********************************************************************
 KH0635  DESIGNATION -  MCDONALD MUNICIPAL TANK
 KH0635  PID         -  KH0635
 KH0635  STATE/COUNTY-  KS/RAWLINS
 KH0635  USGS QUAD   -  MC DONALD (1978)
 KH0635
 KH0635                         *CURRENT SURVEY CONTROL
 KH0635  ___________________________________________________________________
 KH0635* NAD 83(1997)-  39 47 05.47858(N)    101 22 01.44951(W)     ADJUSTED  
 KH0635* NAVD 88     -                                                        
 KH0635  ___________________________________________________________________
 KH0635  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 KH0635  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KH0635
 KH0635  HORZ ORDER  -  THIRD
 KH0635
 KH0635.The horizontal coordinates were established by classical geodetic methods
 KH0635.and adjusted by the National Geodetic Survey in October 1998..
 KH0635
 KH0635
 KH0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0635
 KH0635.The geoid height was determined by GEOID03.
 KH0635
 KH0635;                    North         East     Units Scale Factor Converg.
 KH0635;SPC KS N     -   166,502.866   111,639.014   MT  1.00000025   -2 07 49.4
 KH0635;UTM  14      - 4,406,558.815   297,304.426   MT  1.00010584   -1 30 54.8
 KH0635
 KH0635                          SUPERSEDED SURVEY CONTROL
 KH0635
 KH0635  NAD 83(1997)-  39 47 05.47888(N)    101 22 01.44979(W) AD(       ) 4
 KH0635  NAD 83(1986)-  39 47 05.47864(N)    101 22 01.45016(W) AD(       ) 4
 KH0635  NAD 27      -  39 47 05.49300(N)    101 21 59.90100(W) AD(       ) 3
 KH0635
 KH0635.Superseded values are not recommended for survey control.
 KH0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0635.See file dsdata.txt to determine how the superseded data were derived.
 KH0635
 KH0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK9730406559(NAD 83)
 KH0635_MARKER: 53 = ELEVATED TANK
 KH0635
 KH0635  HISTORY     - Date     Condition        Report By
 KH0635  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0635
 KH0635                          STATION DESCRIPTION
 KH0635
 KH0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0635'THE STATION IS LOCATED IN THE EAST PART OF MC DONALD.  IT IS
 KH0635'57.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH STREET, 53.0
 KH0635'FEET NORTH OF THE CENTER OF A EAST-WEST STREET AND 20.0 FEET
 KH0635'EAST OF A SMALL CONCRETE BUILDING.
 KH0635'
 KH0635'IT IS 4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 KH0635'AND HAS AN OVERALL HEIGHT OF 150.0 FEET.  THE TANK IS PAINTED
 KH0635'SILVER AND HAS LETTERS MC DONALD STAMPED IN BLACK ON THE
 KH0635'NORTH AND SOUTH SIDE.
 KH0635'
 KH0635'THE POINT OBSERVED ON WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1084 ***********************************************************************
 KF1084  DESIGNATION -  MCDOWELL
 KF1084  PID         -  KF1084
 KF1084  STATE/COUNTY-  KS/RILEY
 KF1084  USGS QUAD   -  OGDEN (1982)
 KF1084
 KF1084                         *CURRENT SURVEY CONTROL
 KF1084  ___________________________________________________________________
 KF1084* NAD 83(1997)-  39 05 41.03092(N)    096 41 18.32775(W)     ADJUSTED  
 KF1084* NAVD 88     -       407.1    (meters)    1336.     (feet)  VERTCON   
 KF1084  ___________________________________________________________________
 KF1084  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 KF1084  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 KF1084
 KF1084  HORZ ORDER  -  SECOND
 KF1084
 KF1084.The horizontal coordinates were established by classical geodetic methods
 KF1084.and adjusted by the National Geodetic Survey in October 1998..
 KF1084
 KF1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1084
 KF1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1084
 KF1084.The geoid height was determined by GEOID03.
 KF1084
 KF1084;                    North         East     Units Scale Factor Converg.
 KF1084;SPC KS N     -    85,345.062   513,456.978   MT  0.99996054   +0 49 47.5
 KF1084;UTM  14      - 4,329,832.786   699,907.427   MT  1.00009210   +1 27 29.4
 KF1084
 KF1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1084!SPC KS N     -   0.99994081  x   0.99996054  =   0.99990135
 KF1084!UTM  14      -   0.99994081  x   1.00009210  =   1.00003290
 KF1084
 KF1084:                Primary Azimuth Mark                     Grid Az
 KF1084:SPC KS N     -  MCDOWELL AZ MK                           131 29 48.0
 KF1084:UTM  14      -  MCDOWELL AZ MK                           130 52 06.1
 KF1084
 KF1084|---------------------------------------------------------------------|
 KF1084| PID    Reference Object                     Distance      Geod. Az  |
 KF1084|                                                           dddmmss.s |
 KF1084| CL7451 MCDOWELL AZ MK                                     1321935.5 |
 KF1084| CL7452 MCDOWELL RM 1                         5.405 METERS 15311     |
 KF1084| KF1085 FORT RILEY RNG TWR CENTER OF 5      APPROX. 4.0 KM 3005523.4 |
 KF1084| CL7453 MCDOWELL RM 2                         7.536 METERS 35138     |
 KF1084|---------------------------------------------------------------------|
 KF1084
 KF1084                          SUPERSEDED SURVEY CONTROL
 KF1084
 KF1084  NAD 83(1986)-  39 05 41.03687(N)    096 41 18.32560(W) AD(       ) 2
 KF1084  NAD 27      -  39 05 41.05400(N)    096 41 17.30600(W) AD(       ) 2
 KF1084  NGVD 29 (07/19/86)  407.0    (m)         1335.     (f) VERT ANG       
 KF1084
 KF1084.Superseded values are not recommended for survey control.
 KF1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1084.See file dsdata.txt to determine how the superseded data were derived.
 KF1084
 KF1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9990729833(NAD 83)
 KF1084_MARKER: DD = SURVEY DISK
 KF1084_SETTING: 66 = SET IN ROCK OUTCROP
 KF1084
 KF1084  HISTORY     - Date     Condition        Report By
 KF1084  HISTORY     - 1947     MONUMENTED       CGS
 KF1084  HISTORY     - 1970     GOOD             NGS
 KF1084  HISTORY     - 1980     GOOD             NGS
 KF1084
 KF1084                          STATION DESCRIPTION
 KF1084
 KF1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1084'THE STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF MANHATTAN AND
 KF1084'2.0 MILES SOUTHEAST OF THE VILLAGE OF OGDEN ON A LOW ROCKY POINT
 KF1084'OVER LOOKING THE KANSAS RIVER NEAR THE CENTER OF SECTION 17,
 KF1084'T. 11 S., R. 7 E., ON LAND OWNED BY MR. WILLIAM KRAMER.  IT IS
 KF1084'130 FEET NORTHEAST OF THE HIGHEST POINT OF THE RIDGE, 16 FEET
 KF1084'SOUTH OF EAST-WEST FENCE LINE, SET IN THE ROCK LEDGE.  IT IS
 KF1084'STAMPED MC DOWELL 1947 AND SET FLUSH WITH THE ROCK SURFACE.
 KF1084'
 KF1084'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, SET IN THE
 KF1084'BEDROCK FORMING THE LEDGE, 2 FEET WEST OF THE EDGE OF THE LEDGE.
 KF1084'IT IS STAMPED MC DOWELL NO 1 1947 AND SET FLUSH WITH THE ROCK
 KF1084'SURFACE.
 KF1084'
 KF1084'REFERENCE MARK NO 2 IS NORTH OF THE STATION, SET IN THE BEDROCK
 KF1084'FORMING THE LEDGE, 6 FEET NORTH OF THE EAST-WEST FENCE LINE.  IT
 KF1084'IS STAMPED MC DOWELL NO 2 1947 AND SET FLUSH WITH THE ROCK SURFACE.
 KF1084'
 KF1084'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTHEAST OF THE STATION,
 KF1084'100 FEET WEST OF A SMALL CONCRETE BRIDGE, 20 FEET NORTH OF THE
 KF1084'CENTER OF THE DIRT ROAD AND 2 FEET NORTH OF EAST-WEST FENCE LINE.
 KF1084'IT IS STAMPED MC DOWELL 1947 AND PROJECTS 6 INCHES.  TO REACH
 KF1084'FROM THE END OF TRUCK TRAVEL, CONTINUE EAST ON DIRT ROAD FOR 0.25
 KF1084'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 KF1084'
 KF1084'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND ELM
 KF1084'STREET IN OGDEN, GO SOUTH ON ELM STREET FOR 1.0 MILE TO THE
 KF1084'BRIDGE OVER THE KANSAS RIVER, CONTINUE SOUTH ON DIRT ROAD FOR 1.0
 KF1084'MILE TO A SIDE ROAD LEFT, TURN LEFT UP HILL AND FOLLOW DIRT ROAD
 KF1084'IN AN EASTERLY DIRECTION FOR 0.7 MILE TO THE END OF TRUCK TRAVEL.
 KF1084'FROM THIS POINT STATION LIES ABOUT 0.2 MILE NORTH ON THE
 KF1084'NORTHEAST EDGE OF THE ROCKY LEDGE.  PACK WILL REQUIRE ABOUT
 KF1084'10 MINUTES.
 KF1084'
 KF1084'AN 87 FOOT SIGNAL AT MARSHALL FIELD IS V.G.
 KF1084'
 KF1084'A 10 FOOT SIGNAL AT OGDEN IS V.G.
 KF1084'
 KF1084'A 47 FOOT SIGNAL AT D.F.Y. IS V.G.
 KF1084'
 KF1084'A 74 FOOT SIGNAL AT ERRICSSEN IS V.G.
 KF1084'
 KF1084'A 4 FOOT SIGNAL AT M.M.A. IS V.G.
 KF1084'
 KF1084'A 47 FOOT SIGNAL AT DAVIS IS V.G.
 KF1084'
 KF1084'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 KF1084
 KF1084                          STATION RECOVERY (1970)
 KF1084
 KF1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1084'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KF1084'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 KF1084'FOLLOWS.
 KF1084'
 KF1084'THE STATION IS LOCATED ABOUT 9 MILES NORTHEAST OF JUNCTION CITY,
 KF1084'8 MILES SOUTHWEST OF MANHATTAN, IN THE SOUTHWEST 1/4 OF SECTION
 KF1084'17, T11S, R7E, ON A LOW, ROCKY POINT ON LAND NOW OWNED BY
 KF1084'MR. LAWRENCE KRAMER.
 KF1084'
 KF1084'TO REACH THE STATION FROM THE JUNCTION OF CLARK CREEK ROAD AND
 KF1084'INTERSTATE 70, ABOUT 5 MILES NORTHEAST OF JUNCTION CITY, GO
 KF1084'NORTH ON CLARK CREEK ROAD FOR 0.1 MILE TO A T INTERSECTION, TURN
 KF1084'RIGHT AND GO EAST AND NORTH ON A GRAVELED ROAD FOR 1.25 MILES
 KF1084'TO A T INTERSECTION, TURN RIGHT AND CONTINUE EAST AND NORTH ON A
 KF1084'GRAVELED ROAD FOR 1.2 MILES TO A STEEL BRIDGE, CONTINUE EASTERLY
 KF1084'ON THE MAIN GRAVELED ROAD FOR 1.35 MILES TO A WIRE GATE ON THE
 KF1084'RIGHT, JUST BEFORE THE MAIN GRAVELED ROAD CURVES TO THE LEFT,
 KF1084'BEAR RIGHT, PASSING THROUGH THE GATE AND PROCEED EASTERLY ON A
 KF1084'ROUGH, ROCKY ROAD, PASSING THROUGH 2 MORE GATES FOR 0.65 MILE
 KF1084'TO ANOTHER GATE ON THE LEFT, (TO REACH THE AZIMUTH MARK FROM
 KF1084'THIS POINT CONTINUE EASTERLY ON THE MAIN ROAD FOR 0.25 MILE
 KF1084'TO THE MARK ON THE LEFT AS DESCRIBED) TURN LEFT, PASSING
 KF1084'THROUGH THE GATE AND PICK YOUR WAY NORTHERLY ALONG THE ROCK
 KF1084'STREWN HILL FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 KF1084'
 KF1084'THE STATION MARK IS A STANDARD DISK STAMPED MC DOWELL 1947, CEMENTED
 KF1084'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE IMMEDIATE
 KF1084'SURROUNDING GROUND SURFACE.  IT IS APPROXIMATELY 150 FEET NORTHEAST
 KF1084'OF AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE HIGHEST POINT OF
 KF1084'THE HILL, 16 FEET SOUTH OF A EAST-WEST FENCE AND 5 FEET WEST OF A
 KF1084'ROCK LEDGE.
 KF1084'
 KF1084'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MC DOWELL NO 1 1947,
 KF1084'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 KF1084'GROUND SURFACE.  IT IS 33 FEET SOUTH OF THE FENCE AND 4 FEET
 KF1084'WEST OF THE ROCK LEDGE.
 KF1084'
 KF1084'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MC DOWELL NO 2 1947,
 KF1084'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 KF1084'GROUND SURFACE.  IT IS 7.5 FEET NORTH OF THE FENCE.
 KF1084'
 KF1084'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MC DOWELL 1947, SET
 KF1084'IN THE TOP OF A SQUARE 12-INCH CONCRETE MONUMENT PROJECTING 6
 KF1084'INCHES ABOVE THE GROUND SURFACE.  IT IS 160 FEET WEST OF A SMALL,
 KF1084'CONCRETE BRIDGE, 22 FEET NORTH OF THE CENTER OF THE ROAD AND
 KF1084'1.7 FEET NORTH OF A FENCE.
 KF1084'
 KF1084'HEIGHT OF LIGHT ABOVE STATION MARK 8 FEET.
 KF1084'
 KF1084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8 MILES
 KF1084'SOUTHWEST OF MANHATTAN.
 KF1084
 KF1084                          STATION RECOVERY (1980)
 KF1084
 KF1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 KF1084'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 KF1084'RECOVERED IN GOOD CONDITION AS DESCRIBED BY C. A. ANNIS IN 1970.
 KF1084'
 KF1084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.9 MILE SOUTHEAST
 KF1084'OF OGDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0169 ***********************************************************************
 KF0169  DESIGNATION -  MCFARLAND
 KF0169  PID         -  KF0169
 KF0169  STATE/COUNTY-  KS/WABAUNSEE
 KF0169  USGS QUAD   -  MC FARLAND (1978)
 KF0169
 KF0169                         *CURRENT SURVEY CONTROL
 KF0169  ___________________________________________________________________
 KF0169* NAD 83(1997)-  39 03 55.12933(N)    096 14 30.98375(W)     ADJUSTED  
 KF0169* NAVD 88     -       326.445  (meters)    1071.01   (feet)  ADJUSTED  
 KF0169  ___________________________________________________________________
 KF0169  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 KF0169  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 KF0169  DYNAMIC HT  -         326.229 (meters)    1070.30  (feet)  COMP
 KF0169  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 KF0169
 KF0169  HORZ ORDER  -  SECOND
 KF0169  VERT ORDER  -  SECOND    CLASS 0
 KF0169
 KF0169.The horizontal coordinates were established by classical geodetic methods
 KF0169.and adjusted by the National Geodetic Survey in October 1998..
 KF0169
 KF0169.The orthometric height was determined by differential leveling
 KF0169.and adjusted by the National Geodetic Survey in June 1991..
 KF0169
 KF0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0169
 KF0169.The geoid height was determined by GEOID03.
 KF0169
 KF0169.The dynamic height is computed by dividing the NAVD 88
 KF0169.geopotential number by the normal gravity value computed on the
 KF0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0169.degrees latitude (g = 980.6199 gals.).
 KF0169
 KF0169.The modeled gravity was interpolated from observed gravity values.
 KF0169
 KF0169;                    North         East     Units Scale Factor Converg.
 KF0169;SPC KS N     -    82,734.611   552,138.978   MT  0.99996206   +1 06 44.5
 KF0169;UTM  14      - 4,327,645.613   738,624.688   MT  1.00030120   +1 44 20.3
 KF0169
 KF0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0169!SPC KS N     -   0.99995356  x   0.99996206  =   0.99991562
 KF0169!UTM  14      -   0.99995356  x   1.00030120  =   1.00025475
 KF0169
 KF0169|---------------------------------------------------------------------|
 KF0169| PID    Reference Object                     Distance      Geod. Az  |
 KF0169|                                                           dddmmss.s |
 KF0169| KF0168 MCFARLAND RM 1                        9.083 METERS 00644     |
 KF0169| KF0173 SPRING                              APPROX. 3.1 KM 0885125.0 |
 KF0169| KF1037 ALMA MUN TANK                       APPROX. 6.6 KM 2202934.1 |
 KF0169| KF0170 MCFARLAND RM 2                        8.179 METERS 26907     |
 KF0169| KF1025 MCFARLAND WESTERN UNION W TWR       APPROX. 5.6 KM 3580630.6 |
 KF0169|---------------------------------------------------------------------|
 KF0169
 KF0169                          SUPERSEDED SURVEY CONTROL
 KF0169
 KF0169  NAD 83(1986)-  39 03 55.13526(N)    096 14 30.97971(W) AD(       ) 2
 KF0169  NAD 27      -  39 03 55.14301(N)    096 14 29.99934(W) AD(       ) 2
 KF0169  NGVD 29 (??/??/92)  326.310  (m)         1070.57   (f) ADJ UNCH    2 0
 KF0169
 KF0169.Superseded values are not recommended for survey control.
 KF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0169.See file dsdata.txt to determine how the superseded data were derived.
 KF0169
 KF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3862527646(NAD 83)
 KF0169_MARKER: DE = TRAVERSE STATION DISK
 KF0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0169_SP_SET: OVERPASS FLOOR
 KF0169_STAMPING: MCFARLAND 1970
 KF0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0169
 KF0169  HISTORY     - Date     Condition        Report By
 KF0169  HISTORY     - 1970     MONUMENTED       NGS
 KF0169  HISTORY     - 1970     GOOD             NGS
 KF0169
 KF0169                          STATION DESCRIPTION
 KF0169
 KF0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0169'THE STATION IS LOCATED IN THE NORTHBOUND LANE OF AN OVERPASS
 KF0169'ON STATE HIGHWAY 185 OVER INTERSTATE HIGHWAY 70.  IT IS ABOUT
 KF0169'0.3 MILE WEST OF AND 1.0 MILE NORTH OF THE SMALL TOWN OF
 KF0169'MC FARLAND.  IT IS NEAR THE CENTER OF SECTIONS 25 AND 30, T11S,
 KF0169'R10, 11E.
 KF0169'
 KF0169'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 99 AND
 KF0169'INTERSTATE HIGHWAY 70, WHICH IS LOCATED ABOUT 6-1/2 MILES SOUTH
 KF0169'OF WAMEGO, GO EAST ON INTERSTATE 70 FOR 5.6 MILES TO THE EXIT AND
 KF0169'OVERPASS FOR STATE HIGHWAY 185.  TAKE THE EXIT FOR 0.05 MILE TO
 KF0169'STATE HIGHWAY 185.  TURN RIGHT AND GO NORTH ON THE HIGHWAY FOR
 KF0169'0.05 MILE TO THE APPROXIMATE CENTER OF THE OVERPASS AND THE
 KF0169'STATION.
 KF0169'
 KF0169'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED MC FARLAND
 KF0169'1970, CEMENTED IN A DRILL HOLE IN THE NORTHBOUND LANE OF THE
 KF0169'OVERPASS.  IT IS 11.7 FEET EAST OF THE PAINTED CENTERLINE OF THE
 KF0169'HIGHWAY AND 5.0 FEET WEST OF THE EAST EDGE OF THE OVERPASS.
 KF0169'
 KF0169'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MC FARLAND NO 1 1970,
 KF0169'CEMENTED IN A DRILL HOLE IN THE EAST CURB OF THE OVERPASS.  IT
 KF0169'IS 15.0 FEET EAST OF THE PAINTED CENTERLINE OF THE HIGHWAY AND
 KF0169'1.4 FEET WEST OF THE EAST EDGE OF THE OVERPASS.
 KF0169'
 KF0169'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MC FARLAND NO 2 1970,
 KF0169'CEMENTED IN A DRILL HOLE IN THE WEST CURB OF THE OVERPASS.  IT IS
 KF0169'15.0 FEET WEST OF THE PAINTED CENTERLINE OF THE HIGHWAY AND 1.5
 KF0169'FEET EAST OF THE WEST EDGE OF THE OVERPASS.
 KF0169'
 KF0169'TRAVERSE STATION SPRING MAY BE USED AS THE AZIMUTH MARK.
 KF0169'
 KF0169'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0169
 KF0169                          STATION RECOVERY (1970)
 KF0169
 KF0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0169'2.6 MI E FROM ALMA.
 KF0169'ABOUT 2.55 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0169'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, AT THE MC FARLAND
 KF0169'EXIT, DIRECTLY ABOVE THE MEDIAN OF THE HIGHWAY, SET IN THE TOP
 KF0169'OF THE EAST EDGE OF THE CONCRETE FLOOR OF THE MC FARLAND ROAD
 KF0169'OVERPASS OVER INTERSTATE HIGHWAY 70, 127 FEET SOUTH OF THE
 KF0169'NORTH END OF THE OVERPASS, 2.4 FEET WEST OF THE WEST FACE OF
 KF0169'THE CONCRETE FOUNDATION FOR THE EAST CONCRETE GUARDRAIL ON THE
 KF0169'OVERPASS, AND ABOUT LEVEL WITH THE ROAD.  SECTION 30, T 11S,
 KF0169'R 11E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0168 ***********************************************************************
 KF0168  DESIGNATION -  MCFARLAND RM 1
 KF0168  PID         -  KF0168
 KF0168  STATE/COUNTY-  KS/WABAUNSEE
 KF0168  USGS QUAD   -  MC FARLAND (1978)
 KF0168
 KF0168                         *CURRENT SURVEY CONTROL
 KF0168  ___________________________________________________________________
 KF0168* NAD 83(1986)-  39 03 55.     (N)    096 14 30.     (W)     SCALED    
 KF0168* NAVD 88     -       326.732  (meters)    1071.95   (feet)  ADJUSTED  
 KF0168  ___________________________________________________________________
 KF0168  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 KF0168  DYNAMIC HT  -         326.516 (meters)    1071.24  (feet)  COMP
 KF0168  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 KF0168
 KF0168  VERT ORDER  -  SECOND    CLASS 0
 KF0168
 KF0168.The horizontal coordinates were scaled from a topographic map and have
 KF0168.an estimated accuracy of +/- 6 seconds.
 KF0168
 KF0168.The orthometric height was determined by differential leveling
 KF0168.and adjusted by the National Geodetic Survey in June 1991..
 KF0168
 KF0168.The geoid height was determined by GEOID03.
 KF0168
 KF0168.The dynamic height is computed by dividing the NAVD 88
 KF0168.geopotential number by the normal gravity value computed on the
 KF0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0168.degrees latitude (g = 980.6199 gals.).
 KF0168
 KF0168.The modeled gravity was interpolated from observed gravity values.
 KF0168
 KF0168;                    North         East    Units  Estimated Accuracy
 KF0168;SPC KS N     -    82,730.      552,160.      MT  (+/- 180 meters Scaled)
 KF0168
 KF0168                          SUPERSEDED SURVEY CONTROL
 KF0168
 KF0168  NGVD 29 (??/??/92)  326.597  (m)         1071.51   (f) ADJ UNCH    2 0
 KF0168
 KF0168.Superseded values are not recommended for survey control.
 KF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0168.See file dsdata.txt to determine how the superseded data were derived.
 KF0168
 KF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ386276(NAD 83)
 KF0168_MARKER: DR = REFERENCE MARK DISK
 KF0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0168_SP_SET: GUARDRAIL FOUNDATION
 KF0168_STAMPING: MCFARLAND NO 1
 KF0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0168
 KF0168  HISTORY     - Date     Condition        Report By
 KF0168  HISTORY     - 1970     MONUMENTED       NGS
 KF0168
 KF0168                          STATION DESCRIPTION
 KF0168
 KF0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0168'2.6 MI E FROM ALMA.
 KF0168'ABOUT 2.55 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0168'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ABOUT 3 FEET
 KF0168'SOUTH AND ABOVE THE SOUTH EDGE OF THE NORTH LANES OF THE HIGHWAY,
 KF0168'AT THE MC FARLAND EXIT, SET IN THE TOP OF THE CONCRETE FOUNDATION
 KF0168'FOR THE EAST CONCRETE GUARDRAIL ON THE MC FARLAND ROAD OVERPASS
 KF0168'OVER I 70, 96.9 FEET SOUTH OF THE NORTH END OF THE OVERPASS,
 KF0168'29.80 FEET NORTH OF THE STATION MARK, AND ABOUT 1 1/2 FEET ABOVE
 KF0168'THE LEVEL OF THE ROAD.  SECTION 30, T 11S, R 11E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0170 ***********************************************************************
 KF0170  DESIGNATION -  MCFARLAND RM 2
 KF0170  PID         -  KF0170
 KF0170  STATE/COUNTY-  KS/WABAUNSEE
 KF0170  USGS QUAD   -  MC FARLAND (1978)
 KF0170
 KF0170                         *CURRENT SURVEY CONTROL
 KF0170  ___________________________________________________________________
 KF0170* NAD 83(1986)-  39 03 55.     (N)    096 14 30.     (W)     SCALED    
 KF0170* NAVD 88     -       326.807  (meters)    1072.20   (feet)  ADJUSTED  
 KF0170  ___________________________________________________________________
 KF0170  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 KF0170  DYNAMIC HT  -         326.591 (meters)    1071.49  (feet)  COMP
 KF0170  MODELED GRAV-     979,957.4   (mgal)                       NAVD 88
 KF0170
 KF0170  VERT ORDER  -  SECOND    CLASS 0
 KF0170
 KF0170.The horizontal coordinates were scaled from a topographic map and have
 KF0170.an estimated accuracy of +/- 6 seconds.
 KF0170
 KF0170.The orthometric height was determined by differential leveling
 KF0170.and adjusted by the National Geodetic Survey in June 1991..
 KF0170
 KF0170.The geoid height was determined by GEOID03.
 KF0170
 KF0170.The dynamic height is computed by dividing the NAVD 88
 KF0170.geopotential number by the normal gravity value computed on the
 KF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0170.degrees latitude (g = 980.6199 gals.).
 KF0170
 KF0170.The modeled gravity was interpolated from observed gravity values.
 KF0170
 KF0170;                    North         East    Units  Estimated Accuracy
 KF0170;SPC KS N     -    82,730.      552,160.      MT  (+/- 180 meters Scaled)
 KF0170
 KF0170                          SUPERSEDED SURVEY CONTROL
 KF0170
 KF0170  NGVD 29 (??/??/92)  326.672  (m)         1071.76   (f) ADJ UNCH    2 0
 KF0170
 KF0170.Superseded values are not recommended for survey control.
 KF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0170.See file dsdata.txt to determine how the superseded data were derived.
 KF0170
 KF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ386276(NAD 83)
 KF0170_MARKER: DR = REFERENCE MARK DISK
 KF0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0170_SP_SET: GUARDRAIL FOUNDATION
 KF0170_STAMPING: MCFARLAND NO 2 1970
 KF0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0170
 KF0170  HISTORY     - Date     Condition        Report By
 KF0170  HISTORY     - 1970     MONUMENTED       NGS
 KF0170
 KF0170                          STATION DESCRIPTION
 KF0170
 KF0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0170'2.6 MI E FROM ALMA.
 KF0170'ABOUT 2.55 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0170'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, DIRECTLY ABOVE
 KF0170'THE MEDIAN OF THE HIGHWAY, AT THE MC FARLAND EXIT, SET IN THE TOP
 KF0170'OF THE CONCRETE FOUNDATION FOR THE WEST CONCRETE GUARDRAIL ON
 KF0170'THE MC FARLAND ROAD OVERPASS OVER INTERSTATE 70, 123 FEET NORTH
 KF0170'OF THE SOUTH END OF THE OVERPASS, 26.85 FEET WEST AND ACROSS THE
 KF0170'ROAD FROM THE STATION MARK, AND ABOUT 1 1/2 FEET ABOVE THE
 KF0170'LEVEL OF THE ROAD.  SECTION 25, T 11S, R 11E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1025 ***********************************************************************
 KF1025  DESIGNATION -  MCFARLAND WESTERN UNION W TWR
 KF1025  PID         -  KF1025
 KF1025  STATE/COUNTY-  KS/WABAUNSEE
 KF1025  USGS QUAD   -  MC FARLAND (1978)
 KF1025
 KF1025                         *CURRENT SURVEY CONTROL
 KF1025  ___________________________________________________________________
 KF1025* NAD 83(1997)-  39 06 55.30570(N)    096 14 38.62181(W)     ADJUSTED  
 KF1025* NAVD 88     -                                                        
 KF1025  ___________________________________________________________________
 KF1025  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 KF1025  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 KF1025
 KF1025  HORZ ORDER  -  THIRD
 KF1025
 KF1025.The horizontal coordinates were established by classical geodetic methods
 KF1025.and adjusted by the National Geodetic Survey in October 1998..
 KF1025
 KF1025
 KF1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1025
 KF1025.The geoid height was determined by GEOID03.
 KF1025
 KF1025;                    North         East     Units Scale Factor Converg.
 KF1025;SPC KS N     -    88,286.085   551,847.665   MT  0.99995963   +1 06 39.6
 KF1025;UTM  14      - 4,333,195.446   738,272.470   MT  1.00029912   +1 44 22.2
 KF1025
 KF1025                          SUPERSEDED SURVEY CONTROL
 KF1025
 KF1025  NAD 83(1986)-  39 06 55.31214(N)    096 14 38.61788(W) AD(       ) 4
 KF1025  NAD 27      -  39 06 55.32386(N)    096 14 37.63621(W) AD(       ) 3
 KF1025
 KF1025.Superseded values are not recommended for survey control.
 KF1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1025.See file dsdata.txt to determine how the superseded data were derived.
 KF1025
 KF1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3827233195(NAD 83)
 KF1025_MARKER: 55 = TOWER
 KF1025
 KF1025  HISTORY     - Date     Condition        Report By
 KF1025  HISTORY     - 1970     FIRST OBSERVED   NGS
 KF1025
 KF1025                          STATION DESCRIPTION
 KF1025
 KF1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF1025'THE MC FARLAND WESTERN UNION RELAY TOWER IS THE WEST ONE
 KF1025'OF TWIN MASTS LOCATED 7.5 MILES NORTH, AND 2.5 MILES EAST,
 KF1025'OF ALMA.  IT IS PAINTED RED AND WHITE AND IS 220 FEET HIGH.
 KF1025'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP OF THE WEST
 KF1025'MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0663 ***********************************************************************
 HE0663  DESIGNATION -  MCGUGIN
 HE0663  PID         -  HE0663
 HE0663  STATE/COUNTY-  KS/MONTGOMERY
 HE0663  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0663
 HE0663                         *CURRENT SURVEY CONTROL
 HE0663  ___________________________________________________________________
 HE0663* NAD 83(1997)-  37 05 41.29271(N)    095 34 39.50495(W)     ADJUSTED  
 HE0663* NAVD 88     -       226.454  (meters)     742.96   (feet)  ADJUSTED  
 HE0663  ___________________________________________________________________
 HE0663  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 HE0663  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HE0663  DYNAMIC HT  -         226.276 (meters)     742.37  (feet)  COMP
 HE0663  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 HE0663
 HE0663  HORZ ORDER  -  THIRD
 HE0663  VERT ORDER  -  THIRD
 HE0663
 HE0663.This mark is at Coffeyville Municipal Airport (CFV)
 HE0663
 HE0663.The horizontal coordinates were established by classical geodetic methods
 HE0663.and adjusted by the National Geodetic Survey in October 1998..
 HE0663
 HE0663.The orthometric height was determined by differential leveling
 HE0663.and adjusted by the National Geodetic Survey in June 1991..
 HE0663
 HE0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0663
 HE0663.The geoid height was determined by GEOID03.
 HE0663
 HE0663.The dynamic height is computed by dividing the NAVD 88
 HE0663.geopotential number by the normal gravity value computed on the
 HE0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0663.degrees latitude (g = 980.6199 gals.).
 HE0663
 HE0663.The modeled gravity was interpolated from observed gravity values.
 HE0663
 HE0663;                    North         East     Units Scale Factor Converg.
 HE0663;SPC KS S     -   451,588.845   659,768.211   MT  1.00003823   +1 47 45.1
 HE0663;UTM  15      - 4,108,498.516   270,915.515   MT  1.00024653   -1 33 19.2
 HE0663
 HE0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0663!SPC KS S     -   0.99996914  x   1.00003823  =   1.00000736
 HE0663!UTM  15      -   0.99996914  x   1.00024653  =   1.00021566
 HE0663
 HE0663:                Primary Azimuth Mark                     Grid Az
 HE0663:SPC KS S     -  CFV A                                    164 11 39.6
 HE0663:UTM  15      -  CFV A                                    167 32 43.9
 HE0663
 HE0663|---------------------------------------------------------------------|
 HE0663| PID    Reference Object                     Distance      Geod. Az  |
 HE0663|                                                           dddmmss.s |
 HE0663| HE0665 CFV A                               APPROX. 0.7 KM 1655924.7 |
 HE0663| HE0828 AIRPORT BCN H MC GUGIN FIELD        185.383 METERS 18648     |
 HE0663| HE0835 COFFEYVILLE SINCLAIR REF T STK      APPROX. 7.1 KM 2214631.5 |
 HE0663| HE0662 MCGUGIN AZ MK                                      2703352.6 |
 HE0663| CL4859 MCGUGIN RM 1                         16.537 METERS 27100     |
 HE0663| HE0664 MCGUGIN RM 2                          9.694 METERS 33706     |
 HE0663|---------------------------------------------------------------------|
 HE0663
 HE0663                          SUPERSEDED SURVEY CONTROL
 HE0663
 HE0663  NAD 83(1997)-  37 05 41.29594(N)    095 34 39.50479(W) AD(       ) 3
 HE0663  NAD 83(1986)-  37 05 41.30810(N)    095 34 39.48724(W) AD(       ) 3
 HE0663  NAD 27      -  37 05 41.03446(N)    095 34 38.57371(W) AD(       ) 3
 HE0663  NGVD 29 (12/08/88)  226.32   (m)          742.5    (f) LEVELING    3  
 HE0663
 HE0663.Superseded values are not recommended for survey control.
 HE0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0663.See file dsdata.txt to determine how the superseded data were derived.
 HE0663
 HE0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7091608499(NAD 83)
 HE0663_MARKER: DS = TRIANGULATION STATION DISK
 HE0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0663_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0663_STAMPING: MCGUGIN 1964
 HE0663_MARK LOGO: CGS   
 HE0663_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0663+STABILITY: SURFACE MOTION
 HE0663
 HE0663  HISTORY     - Date     Condition        Report By
 HE0663  HISTORY     - 1964     MONUMENTED       CGS
 HE0663  HISTORY     - 1965     GOOD             CGS
 HE0663  HISTORY     - 1987     GOOD             NOS
 HE0663
 HE0663                          STATION DESCRIPTION
 HE0663
 HE0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HE0663'7.2 KM (4.50 MI) NORTH FROM COFFEYVILLE.
 HE0663'THE STATION IS LOCATED 4.5 MILES NORTH OF COFFEYVILLE, 1/2 MILE EAST
 HE0663'OF HIGHWAY 169, AT THE AIRPORT OFFICE BUILDING OF THE HAROLD MCGUGIN
 HE0663'FIELD AIRPORT.  CONTACT THE AIRPORT MANAGER FOR PERMISSION TO USE THE
 HE0663'STATION.
 HE0663
 HE0663                          STATION RECOVERY (1965)
 HE0663
 HE0663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0663'THE STATION IS LOCATED 4-1/2 MILES NORTH OF COFFEYVILLE,
 HE0663'1/2 MILE EAST OF U.S. HIGHWAY 169, AT THE AIRPORT OFFICE BUILDING
 HE0663'OF THE HAROLD MC GUGIN FIELD.
 HE0663'
 HE0663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 166
 HE0663'AND 169, ABOUT 2 MILES NORTHEAST OF COFFEYVILLE, GO NORTH
 HE0663'ON HIGHWAY 169 FOR 3.5 MILES TO THE ENTRANCE TO MC GUGIN
 HE0663'FIELD AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO
 HE0663'EAST ON A PAVED ROAD FOR 0.5 MILE TO THE AIRPORT OFFICE
 HE0663'BUILDING AND THE STATION ON THE LEFT.
 HE0663'
 HE0663'STATION MARK IS A STANDARD DISK STAMPED MC GUGIN 1964, SET
 HE0663'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 HE0663'SURFACE.  IT IS 27 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HE0663'OF THE OFFICE BUILDING, 27 FEET NORTH OF A POWER POLE WITH WIND
 HE0663'SOCK, 4.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE END
 HE0663'OF A SIDEWALK LEADING SOUTH FROM THE BUILDING, AND 3 FEET
 HE0663'WEST OF THE WEST EDGE OF THE SIDEWALK.
 HE0663'
 HE0663'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MC GUGIN NO 1
 HE0663'1964, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HE0663'FLUSH WITH THE GROUND SURFACE.  IT IS 24 FEET SOUTHWEST OF
 HE0663'THE SOUTHWEST CORNER OF THE OFFICE BUILDING AND 13.5 FEET
 HE0663'EAST OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION.
 HE0663'
 HE0663'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MC GUGIN NO 2
 HE0663'1964, IS CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION AT
 HE0663'THE EAST ENTRANCE TO THE OFFICE BUILDING.  IT IS 1.5 FEET
 HE0663'NORTHEAST OF THE EAST CORNER OF THE BUILDING.
 HE0663'
 HE0663'AZIMUTH MARK IS A STANDARD DISK STAMPED MC GUGIN 1964, CEMENTED
 HE0663'IN A DRILL HOLE IN THE TOP AND FLUSH WITH THE SURFACE OF THE
 HE0663'SOUTH HEADWALL OF A CONCRETE CULVERT AT THE MAIN ENTRANCE
 HE0663'TO THE AIRPORT.  IT IS 65 FEET EAST OF THE CENTERLINE OF
 HE0663'HIGHWAY 169, 44 FEET SOUTH OF THE CENTERLINE OF A PAVED
 HE0663'ROAD AND 3 FEET WEST OF THE EAST END OF THE HEADWALL.
 HE0663
 HE0663                          STATION RECOVERY (1987)
 HE0663
 HE0663'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JWB)
 HE0663'THE STATION WAS RECOVERED AT THIS DATE.
 HE0663'STATION, RM 2 AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN GOOD
 HE0663'CONDITION.  RM 1 HAS BEEN DESTROYED.  THE AZIMUTH MARK IS NO LONGER
 HE0663'VISIBLE FROM STATION DUE TO A BUILDING.
 HE0663'
 HE0663'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HE0663'
 HE0663'RECOVERED BY JWB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0662 ***********************************************************************
 HE0662  DESIGNATION -  MCGUGIN AZ MK
 HE0662  PID         -  HE0662
 HE0662  STATE/COUNTY-  KS/MONTGOMERY
 HE0662  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0662
 HE0662                         *CURRENT SURVEY CONTROL
 HE0662  ___________________________________________________________________
 HE0662* NAD 83(1986)-  37 05 41.     (N)    095 34 42.     (W)     SCALED    
 HE0662* NAVD 88     -       224.737  (meters)     737.32   (feet)  ADJUSTED  
 HE0662  ___________________________________________________________________
 HE0662  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HE0662  DYNAMIC HT  -         224.561 (meters)     736.75  (feet)  COMP
 HE0662  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 HE0662
 HE0662  VERT ORDER  -  THIRD
 HE0662
 HE0662.This mark is at Coffeyville Municipal Airport (CFV)
 HE0662
 HE0662.The horizontal coordinates were scaled from a topographic map and have
 HE0662.an estimated accuracy of +/- 6 seconds.
 HE0662
 HE0662.The orthometric height was determined by differential leveling
 HE0662.and adjusted by the National Geodetic Survey in June 1991..
 HE0662
 HE0662.The geoid height was determined by GEOID03.
 HE0662
 HE0662.The dynamic height is computed by dividing the NAVD 88
 HE0662.geopotential number by the normal gravity value computed on the
 HE0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0662.degrees latitude (g = 980.6199 gals.).
 HE0662
 HE0662.The modeled gravity was interpolated from observed gravity values.
 HE0662
 HE0662;                    North         East    Units  Estimated Accuracy
 HE0662;SPC KS S     -   451,580.      659,710.      MT  (+/- 180 meters Scaled)
 HE0662
 HE0662                          SUPERSEDED SURVEY CONTROL
 HE0662
 HE0662.No superseded survey control is available for this station.
 HE0662
 HE0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB708084(NAD 83)
 HE0662_MARKER: DZ = AZIMUTH MARK DISK
 HE0662_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HE0662_SP_SET: DRILL HOLE IN CULVERT
 HE0662_STAMPING: MCGUGIN 1964
 HE0662_MARK LOGO: CGS   
 HE0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0662+STABILITY: SURFACE MOTION
 HE0662
 HE0662  HISTORY     - Date     Condition        Report By
 HE0662  HISTORY     - 1964     MONUMENTED       CGS
 HE0662  HISTORY     - 19910718 GOOD             USPSQD
 HE0662
 HE0662                          STATION DESCRIPTION
 HE0662
 HE0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HE0662'7.2 KM (4.50 MI) NORTH FROM COFFEYVILLE.
 HE0662'THE STATION IS LOCATED 3.5 MILES NORTH OF COFFEYVILLE KANSAS AT THE
 HE0662'ENTRANCE TO MCGUGIN FIELD AIRPORT.  THE STATION IS A STANDARD NGS
 HE0662'AZIMUTH MARK SET INTO A DRILL HOLE IN TOP OF AND FLUSH WITH THE
 HE0662'SURFACE OF THE SOUTH HEADWALL OF A CONCRETE CULVERT AT THE MAIN
 HE0662'ENTRANCE TO THE AIRPORT.  IT IS 65 FEET EAST OF THE CENTERLINE OF
 HE0662'HIGHWAY 169.
 HE0662
 HE0662                          STATION RECOVERY (1991)
 HE0662
 HE0662'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 HE0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0664 ***********************************************************************
 HE0664  DESIGNATION -  MCGUGIN RM 2
 HE0664  PID         -  HE0664
 HE0664  STATE/COUNTY-  KS/MONTGOMERY
 HE0664  USGS QUAD   -  COFFEYVILLE EAST (1979)
 HE0664
 HE0664                         *CURRENT SURVEY CONTROL
 HE0664  ___________________________________________________________________
 HE0664* NAD 83(1986)-  37 05 41.     (N)    095 34 39.     (W)     SCALED    
 HE0664* NAVD 88     -       226.667  (meters)     743.66   (feet)  ADJUSTED  
 HE0664  ___________________________________________________________________
 HE0664  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 HE0664  DYNAMIC HT  -         226.489 (meters)     743.07  (feet)  COMP
 HE0664  MODELED GRAV-     979,839.4   (mgal)                       NAVD 88
 HE0664
 HE0664  VERT ORDER  -  THIRD
 HE0664
 HE0664.This mark is at Coffeyville Municipal Airport (CFV)
 HE0664
 HE0664.The horizontal coordinates were scaled from a topographic map and have
 HE0664.an estimated accuracy of +/- 6 seconds.
 HE0664
 HE0664.The orthometric height was determined by differential leveling
 HE0664.and adjusted by the National Geodetic Survey in June 1991..
 HE0664
 HE0664.The geoid height was determined by GEOID03.
 HE0664
 HE0664.The dynamic height is computed by dividing the NAVD 88
 HE0664.geopotential number by the normal gravity value computed on the
 HE0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0664.degrees latitude (g = 980.6199 gals.).
 HE0664
 HE0664.The modeled gravity was interpolated from observed gravity values.
 HE0664
 HE0664;                    North         East    Units  Estimated Accuracy
 HE0664;SPC KS S     -   451,580.      659,780.      MT  (+/- 180 meters Scaled)
 HE0664
 HE0664                          SUPERSEDED SURVEY CONTROL
 HE0664
 HE0664.No superseded survey control is available for this station.
 HE0664
 HE0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB709084(NAD 83)
 HE0664_MARKER: DR = REFERENCE MARK DISK
 HE0664_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HE0664+WITH SETTING: PAVEMENT
 HE0664_SP_SET: DRILL HOLE CONCRETE FOUNDATION
 HE0664_STAMPING: MCGUGIN NO 2 1964
 HE0664_MARK LOGO: CGS   
 HE0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0664+STABILITY: SURFACE MOTION
 HE0664
 HE0664  HISTORY     - Date     Condition        Report By
 HE0664  HISTORY     - 1964     MONUMENTED       CGS
 HE0664  HISTORY     - 19910718 GOOD             USPSQD
 HE0664
 HE0664                          STATION DESCRIPTION
 HE0664
 HE0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HE0664'7.2 KM (4.50 MI) NORTH FROM COFFEYVILLE.
 HE0664'THE STATION IS LOCATED AT THE OFFICE BUILDING OF THE HAROLD MCGUGIN
 HE0664'FIELD AIRPORT 4.5 MILES NORTH OF COFFEYVILLE KANSAS.  CONTACT THE
 HE0664'AIRPORT MANAGER PRIOR TO USING THE STATION.
 HE0664
 HE0664                          STATION RECOVERY (1991)
 HE0664
 HE0664'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 HE0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1051 ***********************************************************************
 KF1051  DESIGNATION -  MCINTIRE
 KF1051  PID         -  KF1051
 KF1051  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1051  USGS QUAD   -  TUTTLE CREEK DAM (1978)
 KF1051
 KF1051                         *CURRENT SURVEY CONTROL
 KF1051  ___________________________________________________________________
 KF1051* NAD 83(1997)-  39 19 25.42241(N)    096 33 29.06103(W)     ADJUSTED  
 KF1051* NAVD 88     -       432.     (meters)    1417.     (feet)  SCALED    
 KF1051  ___________________________________________________________________
 KF1051  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KF1051  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 KF1051
 KF1051  HORZ ORDER  -  SECOND
 KF1051
 KF1051.The horizontal coordinates were established by classical geodetic methods
 KF1051.and adjusted by the National Geodetic Survey in October 1998..
 KF1051
 KF1051.The orthometric height was scaled from a topographic map.
 KF1051
 KF1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1051
 KF1051.The geoid height was determined by GEOID03.
 KF1051
 KF1051;                    North         East     Units Scale Factor Converg.
 KF1051;SPC KS N     -   110,935.396   524,327.287   MT  0.99995766   +0 54 44.4
 KF1051;UTM  14      - 4,355,545.590   710,496.537   MT  1.00014559   +1 32 52.9
 KF1051
 KF1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1051!SPC KS N     -   0.99993688  x   0.99995766  =   0.99989455
 KF1051!UTM  14      -   0.99993688  x   1.00014559  =   1.00008246
 KF1051
 KF1051:                Primary Azimuth Mark                     Grid Az
 KF1051:SPC KS N     -  MCINTIRE AZ MK                           009 49 24.3
 KF1051:UTM  14      -  MCINTIRE AZ MK                           009 11 15.8
 KF1051
 KF1051|---------------------------------------------------------------------|
 KF1051| PID    Reference Object                     Distance      Geod. Az  |
 KF1051|                                                           dddmmss.s |
 KF1051| CL7457 MCINTIRE AZ MK                                     0104408.7 |
 KF1051| CL7869 MCINTIRE RM 2                        10.686 METERS 01314     |
 KF1051| CL7458 MCINTIRE RM 1                         9.062 METERS 13504     |
 KF1051|---------------------------------------------------------------------|
 KF1051
 KF1051                          SUPERSEDED SURVEY CONTROL
 KF1051
 KF1051  NAD 83(1997)-  39 19 25.42843(N)    096 33 29.05883(W) AD(       ) 2
 KF1051  NAD 83(1986)-  39 19 25.42870(N)    096 33 29.05822(W) AD(       ) 2
 KF1051  NAD 27      -  39 19 25.44600(N)    096 33 28.05000(W) AD(       ) 2
 KF1051
 KF1051.Superseded values are not recommended for survey control.
 KF1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1051.See file dsdata.txt to determine how the superseded data were derived.
 KF1051
 KF1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1049755546(NAD 83)
 KF1051_MARKER: DS = TRIANGULATION STATION DISK
 KF1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1051
 KF1051  HISTORY     - Date     Condition        Report By
 KF1051  HISTORY     - 1947     MONUMENTED       CGS
 KF1051  HISTORY     - 1965     GOOD             CGS
 KF1051
 KF1051                          STATION DESCRIPTION
 KF1051
 KF1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1051'THE STATION IS LOCATED ABOUT 10.0 MILES NORTH OF MANHATTAN AND
 KF1051'5.0 MILES EAST-NORTHEAST OF STOCKDALE, ON THE EAST END OF A
 KF1051'HIGH PASTURE LAND RIDGE AND 0.05 MILE SOUTH OF AN EAST-WEST
 KF1051'SECTION LINE ROAD.  IT IS STAMPED MC INTIRE 1947 AND PROJECTS
 KF1051'6 INCHES.
 KF1051'
 KF1051'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 8 FEET WEST OF
 KF1051'THE EAST EDGE OF THE RIDGE AND ON ABOUT THE SAME ELEVATION AS THE
 KF1051'STATION.  IT IS STAMPED MC INTIRE NO 1 1947 AND PROJECTS
 KF1051'4 INCHES.
 KF1051'
 KF1051'REFERENCE MARK NO 2 IS NORTH OF THE STATION, 10 FEET SOUTH OF THE
 KF1051'NORTH SIDE OF THE RIDGE, 24 FEET NORTHWEST OF THE WITNESS POST AND
 KF1051'ON ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED
 KF1051'MC INTIRE NO 2 1947 AND PROJECTS 8 INCHES.
 KF1051'
 KF1051'THE AZIMUTH MARK IS ABOUT 0.35 MILE NORTH OF THE STATION, 25
 KF1051'FEET NORTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD AND
 KF1051'1 FOOT SOUTH OF FENCE LINE.  IT IS STAMPED MC INTIRE 1947 AND
 KF1051'PROJECTS 8 INCHES.
 KF1051'
 KF1051'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 KF1051'U.S. HIGHWAY 24 AND STATE ROUTE 13 IN MANHATTAN, GO NORTH ON
 KF1051'STATE ROUTE 13 FOR 1.3 MILES TO A SIDE ROAD RIGHT ACROSS OVERPASS,
 KF1051'TURN RIGHT OVER OVERPASS AND FOLLOW MAIN TRAVELLED ROAD IN A
 KF1051'NORTHEASTERLY AND NORTHWESTERLY DIRECTION FOR 6.8 MILES TO A
 KF1051'FORK JUST SOUTH OF A SMALL STONE SCHOOL HOUSE, TURN RIGHT AND
 KF1051'FOLLOW DIRT ROAD IN A NORTHEAST DIRECTION FOR 3.2 MILES, TURN
 KF1051'RIGHT ON T-ROAD ACROSS SMALL BRIDGE AND FOLLOW DIRT ROAD EAST
 KF1051'AND NORTHEAST FOR 2.35 MILES TO THE TOP OF THE HIGH HILL AND
 KF1051'END OF TRUCK TRAVEL.  FROM THIS POINT STATION IS JUST SOUTH ON
 KF1051'THE HIGH POINT OF THE RIDGE AS DESCRIBED.  THE AZIMUTH MARK
 KF1051'IS 0.3 MILE WEST OF THE END OF TRUCK TRAVEL AS DESCRIBED.
 KF1051'
 KF1051'A 47 FOOT SIGNAL AT STATION ROESENER IS V.G.
 KF1051'
 KF1051'A 74 FOOT SIGNAL AT STATION KEATS IS V.G.
 KF1051'
 KF1051'A 74 FOOT SIGNAL AT STATION GARRISON IS V.G.
 KF1051'
 KF1051'A 74 FOOT SIGNAL AT STATION WALSBURG IS V.G.
 KF1051'
 KF1051'A 74 FOOT SIGNAL AT STATION OLES IS V.G.
 KF1051'
 KF1051'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 KF1051
 KF1051                          STATION RECOVERY (1965)
 KF1051
 KF1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1051'THE STATION MARK, AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 KF1051'AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK IS ONLY 0.25
 KF1051'MILE NORTH OF THE STATION, 80 FEET NORTH OF NORTH GATE POST OF WIRE
 KF1051'GATE, 20 FEET EAST OF CENTER LINE OF THE ROAD, 2 FEET WEST OF FENCE
 KF1051'LINE AND 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 KF1051'
 KF1051'A NEW TO REACH AS FOLLOWS.
 KF1051'
 KF1051'TO REACH FROM THE EAST END OF THE TUTTLE CREEK DAM, GO NORTHEASTERLY
 KF1051'ON STATE HIGHWAY 13 FOR 3.8 MILES TO A CROSSROAD, TURN LEFT, GO WEST
 KF1051'ON A GRAVELED ROAD 0.7 MILE TO A T-ROAD JUNCTION, TURN RIGHT, GO
 KF1051'NORTH FOR 0.15 MILE TO WHERE THE MAIN ROAD CURVES TO THE LEFT,
 KF1051'CONTINUE NORTH ON THE GRAVELED ROAD 0.35 MILE TO TOP OF GARDE
 KF1051'AND STATION ON THE LEFT, WEST SIDE OF ROAD ABOUT 100 YARDS WEST.
 KF1051'TO REACH THE AZIMUTH MARK, CONTINUE NORTH FOR 0.25 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1058 ***********************************************************************
 KF1058  DESIGNATION -  MCKEEMAN RESET
 KF1058  PID         -  KF1058
 KF1058  STATE/COUNTY-  KS/RILEY
 KF1058  USGS QUAD   -  MANHATTAN (1991)
 KF1058
 KF1058                         *CURRENT SURVEY CONTROL
 KF1058  ___________________________________________________________________
 KF1058* NAD 83(1997)-  39 09 47.35710(N)    096 36 34.79812(W)     ADJUSTED  
 KF1058* NAVD 88     -       371.     (meters)    1217.     (feet)  VERTCON   
 KF1058  ___________________________________________________________________
 KF1058  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 KF1058  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 KF1058
 KF1058  HORZ ORDER  -  SECOND
 KF1058
 KF1058.The horizontal coordinates were established by classical geodetic methods
 KF1058.and adjusted by the National Geodetic Survey in October 1998..
 KF1058
 KF1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1058
 KF1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1058
 KF1058.The geoid height was determined by GEOID03.
 KF1058
 KF1058;                    North         East     Units Scale Factor Converg.
 KF1058;SPC KS N     -    93,041.780   520,152.767   MT  0.99995801   +0 52 46.9
 KF1058;UTM  14      - 4,337,603.748   706,519.258   MT  1.00012518   +1 30 36.4
 KF1058
 KF1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1058!SPC KS N     -   0.99994647  x   0.99995801  =   0.99990448
 KF1058!UTM  14      -   0.99994647  x   1.00012518  =   1.00007164
 KF1058
 KF1058|---------------------------------------------------------------------|
 KF1058| PID    Reference Object                     Distance      Geod. Az  |
 KF1058|                                                           dddmmss.s |
 KF1058| KF1079 MCKEEMAN RM 4                        30.830 METERS 00246     |
 KF1058| CL7874 MCKEEMAN RM 3                         9.623 METERS 02620     |
 KF1058| KF1072 MANHATTAN HOTEL WAREHAM FLAG        APPROX. 4.5 KM 0655215.3 |
 KF1058| CL7870 MCKEEMAN AZ MK                                     1792712.1 |
 KF1058| CL7875 MCKEEMAN AZ MK RESET                               1805556.3 |
 KF1058| CL7871 MCKEEMAN RM 1 RESET                  10.564 METERS 22134     |
 KF1058| CL7872 MCKEEMAN RM 1                                      22137     |
 KF1058| CL7873 MCKEEMAN RM 2                        10.537 METERS 31918     |
 KF1058|---------------------------------------------------------------------|
 KF1058
 KF1058                          SUPERSEDED SURVEY CONTROL
 KF1058
 KF1058  NAD 83(1986)-  39 09 47.36337(N)    096 36 34.79571(W) AD(       ) 2
 KF1058  NAD 27      -  39 09 47.38330(N)    096 36 33.77790(W) AD(       ) 2
 KF1058  NGVD 29 (07/19/86)  371.     (m)         1217.     (f) VERT ANG       
 KF1058
 KF1058.Superseded values are not recommended for survey control.
 KF1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1058.See file dsdata.txt to determine how the superseded data were derived.
 KF1058
 KF1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0651937604(NAD 83)
 KF1058_MARKER: DS = TRIANGULATION STATION DISK
 KF1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1058
 KF1058  HISTORY     - Date     Condition        Report By
 KF1058  HISTORY     - 1947     MONUMENTED       CGS
 KF1058  HISTORY     - 1959     GOOD             CGS
 KF1058  HISTORY     - 1967     GOOD             CGS
 KF1058  HISTORY     - 1970     GOOD             NGS
 KF1058  HISTORY     - 1973     GOOD             LOCENG
 KF1058
 KF1058                          STATION DESCRIPTION
 KF1058
 KF1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1058'THE STATION IS LOCATED ABOUT 2 MILES WEST OF MANHATTAN JUST EAST
 KF1058'OF THE STAG HILL GOLF COURSE AND ON PROPERTY OWNED BY MR.
 KF1058'D.M. MC KEEMAN.  IT IS 35 FEET SOUTHWEST OF THE SOUTHWEST
 KF1058'CORNER OF A SMALL BRICK GARAGE AND 25 FEET EAST OF THE NORTH-SOUTH
 KF1058'FENCE LINE ON THE EAST SIDE OF THE GOLF COURSE.  IT IS STAMPED
 KF1058'MC KEEMAN 1947 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 KF1058'
 KF1058'REFERENCE MARK NO. 1 IS SET IN THE NORTH-SOUTH FENCE LINE.
 KF1058'IT IS STAMPED MC KEEMAN NO 1 1947 AND PROJECTS 3 INCHES.
 KF1058'
 KF1058'REFERENCE MARK NO. 2 IS SET IN THE NORTH-SOUTH FENCE LINE.  IT
 KF1058'IS STAMPED MC KEEMAN NO 2 1947 AND PROJECTS 3 INCHES.
 KF1058'
 KF1058'THE AZIMUTH MARK IS LOCATED 0.25 MILE SOUTH OF THE STATION, 45
 KF1058'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 40, 1 FOOT SOUTH
 KF1058'OF THE FENCE LINE AND IS ON TOP OF THE HIGH BANK.  IT IS
 KF1058'STAMPED MC KEEMAN 1947 AND PROJECTS 4 INCHES.
 KF1058'
 KF1058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KF1058'U.S. HIGHWAY 40 IN THE WEST END OF MANHATTAN, GO WEST ON U.S.
 KF1058'HIGHWAY 40 FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT AND A
 KF1058'LANE ON THE RIGHT, TURN RIGHT AND FOLLOW THE LANE NORTH FOR 0.2
 KF1058'MILE TO THE BRICK GARAGE AND THE STATION AS DESCRIBED.
 KF1058'
 KF1058'A 4 FOOT SIGNAL AT KANSAS STATE IS V.G.
 KF1058'
 KF1058'A 47 FOOT SIGNAL AT MANHATTAN IS V.G.
 KF1058'
 KF1058'A 104 FOOT SIGNAL AT POTTAWA IS V.G.
 KF1058'
 KF1058'A 4 FOOT SIGNAL AT SCHILTZ IS V.G.
 KF1058'
 KF1058'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF1058
 KF1058                          STATION RECOVERY (1959)
 KF1058
 KF1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KF1058'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KF1058'GOOD CONDITION.  THE AZIMUTH MARK WILL BE DESTROYED WHEN A
 KF1058'DRIVEWAY IS BUILT TO A NEW HOUSE.  THE AZIMUTH MARK WAS RESET.
 KF1058'REFERENCE MARK NO. 1 WAS MOVED.  THE STATION MARK AND REFERENCE
 KF1058'MARK NO. 2 WERE LOWERED AT THE REQUEST OF MR. D.M. MCKEEMAN WHO
 KF1058'OWNS THE GROUND WHERE THE STATION IS SITUATED.  THERE ARE SOME
 KF1058'CHANGES IN THE REFERENCE MEASUREMENTS, SO A COMPLETE
 KF1058'DESCRIPTION FOLLOWS.
 KF1058'
 KF1058'STATION IS LOCATED ABOUT 2 MILES WEST-SOUTHWEST OF MANHATTAN
 KF1058'AND JUST EAST OF THE STAG HILL GOLF COURSE ON PROPERTY OWNED BY
 KF1058'MR. D.M. MCKEEMAN, 51 FEET SOUTHWEST OF THE NORTHWEST CORNER
 KF1058'OF HIS BRICK HOUSE, 49 FEET NORTHWEST OF THE SOUTHWEST CORNER
 KF1058'OF THE SAME HOUSE, 34 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 KF1058'CORNER OF GARAGE, AND NEAR THE NORTH END OF A CONCRETE DRIVEWAY.
 KF1058'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 KF1058'IS STAMPED MCKEEMAN 1947.
 KF1058'
 KF1058'TO REACH THE STATION FROM THE RILEY COUNTY COURTHOUSE IN MANHATTAN,
 KF1058'GO WEST ON U.S. HIGHWAY 24 FOR 1.1 MILES TO TRAFFIC LIGHT.  TURN
 KF1058'LEFT AND FOLLOW U.S. HIGHWAY 24 SOUTH AND WEST FOR 1.1 MILES
 KF1058'TO A SIDE ROAD LEFT.  TURN LEFT OFF U.S. HIGHWAY 24 AND FOLLOW
 KF1058'A BRICK AND MACADAM ROAD (OLD U.S. HIGHWAY 40) SOUTHWEST FOR
 KF1058'1.1 MILES TO THE AZIMUTH MARK ON THE LEFT AND A SIDE ROAD ON
 KF1058'THE RIGHT WHICH LEADS NORTH ALONG THE EAST SIDE OF THE STAGG
 KF1058'HILL GOLF COURSE.  TURN RIGHT AND GO NORTH ON THIS ROAD FOR 0.2
 KF1058'MILE TO MR. MCKEEMANS HOUSE AND THE STATION AS DESCRIBED.
 KF1058'
 KF1058'REFERENCE MARK NO. 1 IS 34.66 FEET SOUTHWEST OF THE STATION, 63 FEET
 KF1058'WEST OF THE SOUTHWEST CORNER OF BRICK HOUSE, 20.5 FEET WEST OF THE
 KF1058'WEST EDGE OF CONCRETE DRIVEWAY, AND 1 FOOT EAST OF BOUNDARY FOR
 KF1058'THE GOLF COURSE.  THE MARK IS FLUSH WITH SURFACE OF THE GROUND AND
 KF1058'THE DISK IS STAMPED MCKEEMAN NO 1 1947.
 KF1058'
 KF1058'REFERENCE MARK NO. 3 IS 31.57 FEET NORTH-NORTHEAST OF THE STATION,
 KF1058'2.5 FEET SOUTH OF THE SOUTHWEST CORNER OF GARAGE, AND 1 FOOT
 KF1058'WEST OF THE WEST EDGE OF CONCRETE DRIVEWAY TO GARAGE.  THE MARK IS
 KF1058'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KF1058'MCKEEMAN NO 3 1947.
 KF1058'
 KF1058'AZIMUTH MARK (RESET) IS 0.2 MILE SOUTH OF THE STATION, 60 FEET
 KF1058'SOUTH OF THE CENTER OF MACADAM ROAD (OLD U.S. HIGHWAY 40),
 KF1058'26 FEET NORTH OF A POWER POLE, 14 FEET SOUTH OF A FENCE CORNER,
 KF1058'1.5 FEET SOUTH OF A NEW WITNESS POST SIGN, AND 1 FOOT EAST OF
 KF1058'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 KF1058'MC KEEMAN 1947 RESET 1959.
 KF1058
 KF1058                          STATION RECOVERY (1967)
 KF1058
 KF1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CEO)
 KF1058'ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1959 DESCRIPTION
 KF1058'AND WERE FOUND IN GOOD CONDITION.  DESCRIPTION WAS ADEQUATE
 KF1058'FOR RECOVERY.
 KF1058
 KF1058                          STATION RECOVERY (1970)
 KF1058
 KF1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF1058'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1959 RECOVERY NOTE.
 KF1058'A NEW REFERENCE MARK WAS ESTABLISHED AND IS DESCRIBED BELOW.
 KF1058'
 KF1058'REFERENCE MARK NO. 4 WAS CONSTRUCTED AS A STATION MARK (EXCEPT
 KF1058'THAT REFERENCE MARK PLATES WERE USED, INSTEAD OF TRIANGULATION
 KF1058'STATION MARKS).  THE SUBSURFACE MARK WAS SET IN 1 FT. OF CONCRETE
 KF1058'IN CLAY SOIL.  THE SURFACE MARK IS FLUSH WITH THE GROUND IN 5 FT.
 KF1058'OF CONCRETE.  BOTH MARKS ARE STAMPED MCKEEMAN 4 1947-1970.
 KF1058'
 KF1058'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KF1058'
 KF1058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES SW.
 KF1058
 KF1058                          STATION RECOVERY (1973)
 KF1058
 KF1058'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 KF1058'RECOVERED BY SCHWAB AND EATON.
 KF1058'
 KF1058'RM 4 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1079 ***********************************************************************
 KF1079  DESIGNATION -  MCKEEMAN RM 4
 KF1079  PID         -  KF1079
 KF1079  STATE/COUNTY-  KS/RILEY
 KF1079  USGS QUAD   -  MANHATTAN (1991)
 KF1079
 KF1079                         *CURRENT SURVEY CONTROL
 KF1079  ___________________________________________________________________
 KF1079* NAD 83(1997)-  39 09 48.35565(N)    096 36 34.73617(W)     ADJUSTED  
 KF1079* NAVD 88     -       370.     (meters)    1214.     (feet)  VERTCON   
 KF1079  ___________________________________________________________________
 KF1079  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 KF1079  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 KF1079
 KF1079  HORZ ORDER  -  SECOND
 KF1079
 KF1079.The horizontal coordinates were established by classical geodetic methods
 KF1079.and adjusted by the National Geodetic Survey in October 1998..
 KF1079
 KF1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1079
 KF1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1079
 KF1079.The geoid height was determined by GEOID03.
 KF1079
 KF1079;                    North         East     Units Scale Factor Converg.
 KF1079;SPC KS N     -    93,072.591   520,153.781   MT  0.99995801   +0 52 46.9
 KF1079;UTM  14      - 4,337,634.574   706,519.933   MT  1.00012518   +1 30 36.4
 KF1079
 KF1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1079!SPC KS N     -   0.99994663  x   0.99995801  =   0.99990464
 KF1079!UTM  14      -   0.99994663  x   1.00012518  =   1.00007180
 KF1079
 KF1079|---------------------------------------------------------------------|
 KF1079| PID    Reference Object                     Distance      Geod. Az  |
 KF1079|                                                           dddmmss.s |
 KF1079| KF1058 MCKEEMAN RESET                       30.830 METERS 18246     |
 KF1079| KF1067 KANSAS STATE RESET                  APPROX. 6.8 KM 3524352.5 |
 KF1079|---------------------------------------------------------------------|
 KF1079
 KF1079                          SUPERSEDED SURVEY CONTROL
 KF1079
 KF1079  NAD 83(1986)-  39 09 48.36192(N)    096 36 34.73376(W) AD(       ) 2
 KF1079  NAD 27      -  39 09 48.38181(N)    096 36 33.71593(W) AD(       ) 2
 KF1079  NGVD 29 (07/19/86)  370.     (m)         1214.     (f) VERT ANG       
 KF1079
 KF1079.Superseded values are not recommended for survey control.
 KF1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1079.See file dsdata.txt to determine how the superseded data were derived.
 KF1079
 KF1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0652037635(NAD 83)
 KF1079_MARKER: DD = SURVEY DISK
 KF1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF1079+STABILITY: SURFACE MOTION
 KF1079
 KF1079  HISTORY     - Date     Condition        Report By
 KF1079  HISTORY     - 1970     MONUMENTED       KSU
 KF1079
 KF1079                          STATION DESCRIPTION
 KF1079
 KF1079'DESCRIBED BY KANSAS STATE UNIVERSITY 1970 (AMA)
 KF1079'THE STATION IS LOCATED ABOUT 2 MILES WEST OF MANHATTAN JUST EAST
 KF1079'OF THE STAG HILL GOLF COURSE ON PROPERTY OWNED BY
 KF1079'MR. D. M. MC KEEMAN.  IT IS 101 FT (31 M) NORTH OF THE
 KF1079'STATION MARK MC KEEMAN.  IT IS STAMPED MC KEEMAN NO. 4.  THE
 KF1079'SUBSURFACE MARK WAS SET IN 1 FT. OF CONCRETE IN CLAY SOIL.  THE
 KF1079'SURFACE MARK IS FLUSH WITH THE GROUND IN 5 FT. OF CONCRETE.
 KF1079'BOTH MARKS ARE STAMPED MC KEEMAN 4 1947-1970.
 KF1079'
 KF1079'TO REACH THE STATION FROM THE RILEY COUNTY COURTHOUSE IN
 KF1079'MANHATTAN, GO WEST ON U.S. HIGHWAY 24 FOR 1.1 MILES TO TRAFFIC
 KF1079'LIGHT.  TURN LEFT AND FOLLOW U.S. HIGHWAY 24 SOUTH AND WEST FOR
 KF1079'1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT OFF THE U.S. HIGHWAY
 KF1079'24 AND FOLLOW A BRICK AND MACADAM ROAD (OLD HIGHWAY 40) SOUTHWEST
 KF1079'FOR 1.1 MILES TO THE AZIMUTH MARK ON THE LEFT, AND SIDE ROAD ON
 KF1079'THE RIGHT.  THIS SIDE ROAD LEADS NORTH ALONG THE EAST SIDE OF THE
 KF1079'STAG HILL GOLF COURSE.  TURN RIGHT AND GO NORTH ON THIS ROAD FOR
 KF1079'0.2 MILES TO MR. MC KEEMANS HOUSE AND THE STATION AS
 KF1079'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0688 ***********************************************************************
 KH0688  DESIGNATION -  MCLANE
 KH0688  PID         -  KH0688
 KH0688  STATE/COUNTY-  KS/WALLACE
 KH0688  USGS QUAD   -  HORSETHIEF DRAW (1979)
 KH0688
 KH0688                         *CURRENT SURVEY CONTROL
 KH0688  ___________________________________________________________________
 KH0688* NAD 83(1997)-  39 01 54.18370(N)    101 57 50.99104(W)     ADJUSTED  
 KH0688* NAVD 88     -      1195.     (meters)    3921.     (feet)  VERTCON   
 KH0688  ___________________________________________________________________
 KH0688  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 KH0688  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 KH0688
 KH0688  HORZ ORDER  -  FIRST
 KH0688
 KH0688.The horizontal coordinates were established by classical geodetic methods
 KH0688.and adjusted by the National Geodetic Survey in October 1998..
 KH0688
 KH0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0688
 KH0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0688
 KH0688.The geoid height was determined by GEOID03.
 KH0688
 KH0688;                    North         East     Units Scale Factor Converg.
 KH0688;SPC KS N     -    85,039.722    56,874.014   MT  0.99996412   -2 30 29.5
 KH0688;SPC CO C     -   443,786.657 1,220,465.088   MT  0.99993664   +2 13 48.1
 KH0688;SPC CO C     - 1,455,990.06  4,004,142.54   sFT  0.99993664   +2 13 48.1
 KH0688;UTM  14      - 4,324,478.097   243,418.546   MT  1.00041072   -1 52 03.7
 KH0688;UTM  13      - 4,324,682.893   762,786.631   MT  1.00045041   +1 54 46.5
 KH0688
 KH0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0688!SPC KS N     -   0.99981617  x   0.99996412  =   0.99978030
 KH0688!SPC CO C     -   0.99981617  x   0.99993664  =   0.99975282
 KH0688!UTM  14      -   0.99981617  x   1.00041072  =   1.00022681
 KH0688!UTM  13      -   0.99981617  x   1.00045041  =   1.00026650
 KH0688
 KH0688:                Primary Azimuth Mark                     Grid Az
 KH0688:SPC KS N     -  SHARON SPRINGS MUNICIPAL TANK            131 05 12.0
 KH0688:SPC CO C     -  SHARON SPRINGS MUNICIPAL TANK            126 20 54.4
 KH0688:UTM  14      -  SHARON SPRINGS MUNICIPAL TANK            130 26 46.2
 KH0688:UTM  13      -  SHARON SPRINGS MUNICIPAL TANK            126 39 56.0
 KH0688
 KH0688|---------------------------------------------------------------------|
 KH0688| PID    Reference Object                     Distance      Geod. Az  |
 KH0688|                                                           dddmmss.s |
 KH0688| JH0642 SHARON SPRINGS MUNICIPAL TANK       APPROX.23.5 KM 1283442.5 |
 KH0688| CP7728 MCLANE RM 1 AZIMUTH                                1593304.8 |
 KH0688| CP7729 MCLANE RM 2                          20.577 METERS 26905     |
 KH0688|---------------------------------------------------------------------|
 KH0688
 KH0688                          SUPERSEDED SURVEY CONTROL
 KH0688
 KH0688  NAD 83(1997)-  39 01 54.18381(N)    101 57 50.99047(W) AD(       ) 1
 KH0688  NAD 83(1986)-  39 01 54.18341(N)    101 57 50.99012(W) AD(       ) 1
 KH0688  NAD 27      -  39 01 54.16800(N)    101 57 49.35100(W) AD(       ) 1
 KH0688  NGVD 29 (07/19/86) 1195.     (m)         3921.     (f) VERT ANG       
 KH0688
 KH0688.Superseded values are not recommended for survey control.
 KH0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0688.See file dsdata.txt to determine how the superseded data were derived.
 KH0688
 KH0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ4341924478(NAD 83)
 KH0688_MARKER: Z = SEE DESCRIPTION
 KH0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0688
 KH0688  HISTORY     - Date     Condition        Report By
 KH0688  HISTORY     - 1891     MONUMENTED       CGS
 KH0688  HISTORY     - 1922     SEE DESCRIPTION  CGS
 KH0688  HISTORY     - 1933     SEE DESCRIPTION  CGS
 KH0688  HISTORY     - 1934     GOOD             CGS
 KH0688  HISTORY     - 1934     GOOD             CGS
 KH0688  HISTORY     - 1951     SEE DESCRIPTION  CGS
 KH0688
 KH0688                          STATION DESCRIPTION
 KH0688
 KH0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 KH0688'ABOUT 14 MILES NORTHWEST OF SHARON SPRINGS AND 11 MILES NORTH
 KH0688'OF WESKAN, ON THE GOOSE CREEK BLUFFS, ABOUT 1 MILE SOUTH
 KH0688'OF THE CREEK, AND 2-1/2 MILES SOUTHEAST OF MC LANES RANCH.
 KH0688'THE ROAD FROM MC LANES RANCH TO SHARON SPRINGS PASSES ABOUT
 KH0688'200 METERS SOUTH OF THE STATION.  LISTER POST OFFICE IS ABOUT
 KH0688'3/4 MILE NORTHWEST OF THE STATION.  THE STATION IS ON THE
 KH0688'SECTION LINE BETWEEN SECTIONS 3 AND 10, T. 12 S., R. 42 W.,
 KH0688'254.05 METERS (833.5 FEET) WEST OF THE SECTION CORNER AT THE
 KH0688'NORTHEAST CORNER OF SECTION 10 AND SOUTHEAST CORNER OF
 KH0688'SECTION 3.  C.H. RICH OWNS THE LAND IN SECTION 10 (1922).
 KH0688'THE UNDERGROUND MARKS ARE AS FOLLOWS--LOWEST MARK IS
 KH0688'A HOLE IN THE BOTTOM OF AN EARTHENWARE JAR, PLACED BOTTOM
 KH0688'UP 4 FEET BELOW THE SURFACE.  ABOVE THE JAR IS A DRAIN
 KH0688'TILE FILLED WITH CONCRETE AND ENCASED IN CONCRETE, WITH
 KH0688'A STANDARD DISK STATION MARK AT THE TOP.  IT IS 23 INCHES
 KH0688'BELOW THE SURFACE.  THE SURFACE MARK IS A BRONZE DISK SET AS
 KH0688'DESCRIBED AND PROJECTS 2 INCHES ABOVE THE
 KH0688'SURFACE.
 KH0688
 KH0688                          STATION RECOVERY (1933)
 KH0688
 KH0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 KH0688'RECOVERED AS DESCRIBED BY J.S.B. IN 1922 AND FOUND IN GOOD
 KH0688'CONDITION.  J.S.B. DESCRIBES THE STATION AS FOLLOWS--ABOUT
 KH0688'14 MILES NORTHWEST OF SHARON SPRINGS, 11 MILES NORTH OF
 KH0688'WESKAN, 4 MILES EAST OF THE COLORADO BORDER, 2-1/2 MILES
 KH0688'SOUTHEAST OF MC LANES RANCH, 3/4 MILE SOUTHEAST OF LISTER
 KH0688'POST OFFICE, ON THE GOOSE CREEK BLUFFS, ABOUT 1 MILE SOUTH
 KH0688'OF THE CREEK, IN PASTURE LAND ON THE APPARENT HIGHEST POINT
 KH0688'OF A HIGH, SLIGHTLY ROUNDED MESA, IN THE FENCE LINE WHICH
 KH0688'DIVIDES SECTIONS 10 AND 3, T. 12 S., R. 42 W., AND 833.5
 KH0688'FEET WEST OF THE NORTHEAST CORNER OF SEC. 10 AND THE
 KH0688'SOUTHEAST CORNER OF SEC. 3.
 KH0688'
 KH0688'TO REACH FROM WESKAN, GO NORTH FOR 10.9 MILES TO A FARMHOUSE
 KH0688'ON THE WEST SIDE OF THE ROAD.  TURN IN AND GO THROUGH CORRALS
 KH0688'AND FOLLOW NORTH ALONG FENCE, THENCE NORTHWEST TO STATION
 KH0688'0.6 MILE FROM HOUSE.
 KH0688'
 KH0688'UNDERGROUND MARK IS A 1-GALLON STONE JAR BOTTOM UP WITH A
 KH0688'1/4-INCH HOLE TO MARK STATION.  ABOVE JAR IS A 4-INCH DRAIN
 KH0688'TILE 25 INCHES LONG FILLED WITH CONCRETE AND ENCASED IN A
 KH0688'CONCRETE MASS 15 INCHES SQUARE AT THE TOP AND PROJECTING
 KH0688'4 INCHES.  A STANDARD DISK IN CONCRETE AND TOP OF TILE MARKS
 KH0688'STATION.
 KH0688'
 KH0688'TWO REFERENCE MARKS WERE ADDED.  REFERENCE MARK NO. 2 IS A
 KH0688'STANDARD BRONZE DISK SET IN CONCRETE,
 KH0688'AND IS ABOUT 900.5 FEET WEST OF THE NORTHEAST FENCE CORNER
 KH0688'OF SEC. 10, IN THE SAME FENCE LINE WEST OF THE STATION.
 KH0688'
 KH0688'REFERENCE MARK NO. 1 WAS USED AS AN AZIMUTH MARK AND IS A
 KH0688'STANDARD BRONZE DISK SET IN CONCRETE.
 KH0688'IT IS APPROXIMATELY 1/2 MILE SOUTHEAST OF THE STATION, IN THE
 KH0688'FENCE LINE ON THE EAST SIDE OF A NORTH-AND-SOUTH ROAD WHICH
 KH0688'DIVIDES SECTIONS 10 AND 11 ABOUT 0.2 MILE SOUTH OF THE NORTHWEST
 KH0688'CORNER OF SEC. 11.
 KH0688
 KH0688                          STATION RECOVERY (1934)
 KH0688
 KH0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 KH0688'THE STATION WAS OCCUPIED BY A LIGHTKEEPER BUT NOT BY AN
 KH0688'OBSERVING UNIT.  IT WAS FOUND IN GOOD CONDITION.
 KH0688
 KH0688                          STATION RECOVERY (1934)
 KH0688
 KH0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KH0688'RECOVERED AS ORIGINALLY DESCRIBED, WITH THESE EXCEPTIONS--
 KH0688'STATION MARK IS IN A BLOCK OF CONCRETE 17 INCHES SQUARE AND
 KH0688'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 KH0688'REFERENCE MARK NO. 2 IS A STANDARD BRONZE TABLET IN A BLOCK
 KH0688'OF CONCRETE 11 INCHES SQUARE.  IT IS S. 12-1/2 DEG W., 67.4
 KH0688'FEET FROM THE STATION.  REFERENCE MARK NO. 3 IS SIMILAR TO
 KH0688'NO. 2, AND IS S. 15 DEG E. (MAGNETIC), 78.3 FEET FROM THE
 KH0688'STATION.
 KH0688
 KH0688                          STATION RECOVERY (1951)
 KH0688
 KH0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (GES)
 KH0688'COPIED FROM RECONNAISSANCE DESCRIPTION--
 KH0688'
 KH0688'STATION HAS BEEN DESTROYED AS THE OLD ORIGINAL STATION SITE
 KH0688'IS IN CULTIVATED FIELD.  R.M. NO. 1 (AZIMUTH MARK) IS IN
 KH0688'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0687 ***********************************************************************
 KH0687  DESIGNATION -  MCLANE 2 RESET
 KH0687  PID         -  KH0687
 KH0687  STATE/COUNTY-  KS/WALLACE
 KH0687  USGS QUAD   -  HORSETHIEF DRAW (1979)
 KH0687
 KH0687                         *CURRENT SURVEY CONTROL
 KH0687  ___________________________________________________________________
 KH0687* NAD 83(1997)-  39 01 54.79327(N)    101 57 52.93630(W)     ADJUSTED  
 KH0687* NAVD 88     -      1195.     (meters)    3921.     (feet)  SCALED    
 KH0687  ___________________________________________________________________
 KH0687  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 KH0687  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 KH0687
 KH0687  HORZ ORDER  -  SECOND
 KH0687
 KH0687.The horizontal coordinates were established by classical geodetic methods
 KH0687.and adjusted by the National Geodetic Survey in October 1998..
 KH0687
 KH0687.The orthometric height was scaled from a topographic map.
 KH0687
 KH0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0687
 KH0687.The geoid height was determined by GEOID03.
 KH0687
 KH0687;                    North         East     Units Scale Factor Converg.
 KH0687;SPC KS N     -    85,060.549    56,828.095   MT  0.99996411   -2 30 30.7
 KH0687;SPC CO C     -   443,803.619 1,220,417.608   MT  0.99993663   +2 13 46.8
 KH0687;SPC CO C     - 1,456,045.71  4,003,986.77   sFT  0.99993663   +2 13 46.8
 KH0687;UTM  14      - 4,324,498.419   243,372.376   MT  1.00041101   -1 52 05.0
 KH0687;UTM  13      - 4,324,700.127   762,739.221   MT  1.00045011   +1 54 45.3
 KH0687
 KH0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0687!SPC KS N     -   0.99981617  x   0.99996411  =   0.99978029
 KH0687!SPC CO C     -   0.99981617  x   0.99993663  =   0.99975281
 KH0687!UTM  14      -   0.99981617  x   1.00041101  =   1.00022710
 KH0687!UTM  13      -   0.99981617  x   1.00045011  =   1.00026620
 KH0687
 KH0687:                Primary Azimuth Mark                     Grid Az
 KH0687:SPC KS N     -  GOLDEN                                   008 09 34.3
 KH0687:SPC CO C     -  GOLDEN                                   003 25 16.8
 KH0687:UTM  14      -  GOLDEN                                   007 31 08.6
 KH0687:UTM  13      -  GOLDEN                                   003 44 18.3
 KH0687
 KH0687|---------------------------------------------------------------------|
 KH0687| PID    Reference Object                     Distance      Geod. Az  |
 KH0687|                                                           dddmmss.s |
 KH0687| KH0689 GOLDEN                              APPROX.11.6 KM 0053903.6 |
 KH0687| CP7730 MCLANE 2 RM 1                        35.643 METERS 10201     |
 KH0687| CP7732 MCLANE 2 RM 3 AZIMUTH                              1564448.9 |
 KH0687| CP7731 MCLANE 2 RM 2                        28.892 METERS 19154     |
 KH0687|---------------------------------------------------------------------|
 KH0687
 KH0687                          SUPERSEDED SURVEY CONTROL
 KH0687
 KH0687  NAD 83(1997)-  39 01 54.79328(N)    101 57 52.93569(W) AD(       ) 2
 KH0687  NAD 83(1986)-  39 01 54.79240(N)    101 57 52.93494(W) AD(       ) 2
 KH0687  NAD 27      -  39 01 54.77430(N)    101 57 51.30434(W) AD(       ) 2
 KH0687
 KH0687.Superseded values are not recommended for survey control.
 KH0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0687.See file dsdata.txt to determine how the superseded data were derived.
 KH0687
 KH0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ4337224498(NAD 83)
 KH0687_MARKER: DS = TRIANGULATION STATION DISK
 KH0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0687
 KH0687  HISTORY     - Date     Condition        Report By
 KH0687  HISTORY     - 1954     MONUMENTED       CGS
 KH0687  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KH0687
 KH0687                          STATION DESCRIPTION
 KH0687
 KH0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 KH0687'THE STATION IS LOCATED IN PASTURE LAND ALONG THE NORTH SIDE
 KH0687'OF A GRADED ROAD.  IT IS ABOUT 14 MILES AIRLINE NORTHWEST
 KH0687'OF SHARON SPRINGS, ABOUT 11 MILES AIRLINE NORTH OF WESKAN, AND
 KH0687'ABOUT 25 MILES AIRLINE NORTHEAST OF CHEYENNE WELLS, COLORADO.
 KH0687'
 KH0687'THE STATION IS A STANDARD DISK, STAMPED MC LANE 2 1954 AND
 KH0687'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 KH0687'PROJECTS 5 INCHES.  IT IS 60 FEET NORTH OF THE CENTERLINE
 KH0687'OF THE ROAD, AND 27 FEET NORTH OF A WITNESS POST THAT IS
 KH0687'PLACED IN THE FENCE LINE.
 KH0687'
 KH0687'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MC LANE 2 NO 1 1954
 KH0687'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 KH0687'PROJECTS 4 INCHES.  IT IS 33 FEET NORTH OF THE CENTER LINE OF
 KH0687'THE ROAD, 1 FOOT NORTH OF A WIRE FENCE, AND ABOUT THE SAME
 KH0687'ELEVATION AS THE STATION.
 KH0687'
 KH0687'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MC LANE 2 NO
 KH0687'2 1954 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KH0687'THAT PROJECTS 3 INCHES.  IT IS 33 FEET SOUTH OF THE CENTER
 KH0687'LINE OF THE ROAD, 1 FOOT NORTH OF A WIRE FENCE, AND ABOUT
 KH0687'2 FEET HIGHER THAN THE STATION.
 KH0687'
 KH0687'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 KH0687'MC LANE 2 NO 3 1954 AND SET IN THE TOP OF A 12-INCH SQUARE
 KH0687'CONCRETE MONUMENT THAT PROJECTS 10 INCHES.  IT IS 30 FEET EAST
 KH0687'OF THE CENTER LINE OF THE ROAD, AND 12 FEET WEST OF A WIRE
 KH0687'FENCE.  TO REACH THE MARK FROM THE STATION GO EAST FOR 0.2
 KH0687'MILE TO A CROSSROAD.  TURN RIGHT, SOUTH, AND GO 0.4 MILE TO
 KH0687'THE MARK ON THE LEFT.
 KH0687'
 KH0687'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WESKAN GO
 KH0687'EAST ON U.S. HIGHWAY 40 FOR 0.15 MILE TO A CROSSROAD.  TURN
 KH0687'LEFT, NORTH, AND GO 11.0 MILES TO A CROSSROAD.  TURN LEFT,
 KH0687'WEST, AND GO 0.2 MILE TO THE STATION ON THE RIGHT.
 KH0687'
 KH0687'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KH0687
 KH0687                          STATION RECOVERY (1969)
 KH0687
 KH0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLP)
 KH0687'THE STATION WAS VERIFIED.  THE TOP PORTION OF THE CONCRETE
 KH0687'POST AT THE STATION MARK HAD BEEN BROKEN OFF LEAVING ONLY
 KH0687'ABOUT 2 INCHES OF THE DISK STEM REMAINING INTACT.  MEASUREMENTS
 KH0687'FROM THE REFERENCE MARKS SHOWED THAT THIS STEM WAS IN THE
 KH0687'EXACT LOCATION AS THE ORIGINAL DISK.  THIS STEM WAS REFERENCED
 KH0687'AND A NEW USGS TABLET AND THE TOP PORTION OF THE POST WERE
 KH0687'REPLACED.  THE REMAINDER OF THE DESCRIPTION REQUIRES NO
 KH0687'ADDITIONS OR CORRECTIONS.
 KH0687'
 KH0687'THE STATION MARK IS A STANDARD USGS TABLET STAMPED MC LANE
 KH0687'2 C AND GS 1954 1969.
 KH0687'
 KH0687'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED MC LANE
 KH0687'2 NO. 1 1954.
 KH0687'
 KH0687'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MC LANE 2
 KH0687'NO. 2 1954.
 KH0687'
 KH0687'THE AZIMUTH MARK WAS NOT SEARCHED FOR, BUT USC AND GS STATION
 KH0687'GOLDEN 1933 IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE
 KH0687'AZIMUTH MARK.
 KH0687'
 KH0687'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KH0687'
 KH0687'THE LIGHT AT STATION WESKAN USC AND GS WAS ELEVATED 12.01 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0372 ***********************************************************************
 KH0372  DESIGNATION -  MCLLIASTER RM 1
 KH0372  PID         -  KH0372
 KH0372  STATE/COUNTY-  KS/LOGAN
 KH0372  USGS QUAD   -  MC ALLASTER SE (1969)
 KH0372
 KH0372                         *CURRENT SURVEY CONTROL
 KH0372  ___________________________________________________________________
 KH0372* NAD 83(1986)-  39 00 35.     (N)    101 22 26.     (W)     SCALED    
 KH0372* NAVD 88     -       999.483  (meters)    3279.14   (feet)  ADJUSTED  
 KH0372  ___________________________________________________________________
 KH0372  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0372  DYNAMIC HT  -         998.648 (meters)    3276.40  (feet)  COMP
 KH0372  MODELED GRAV-     979,758.5   (mgal)                       NAVD 88
 KH0372
 KH0372  VERT ORDER  -  FIRST     CLASS II
 KH0372
 KH0372.The horizontal coordinates were scaled from a topographic map and have
 KH0372.an estimated accuracy of +/- 6 seconds.
 KH0372
 KH0372.The orthometric height was determined by differential leveling
 KH0372.and adjusted by the National Geodetic Survey in June 1991..
 KH0372
 KH0372.The geoid height was determined by GEOID03.
 KH0372
 KH0372.The dynamic height is computed by dividing the NAVD 88
 KH0372.geopotential number by the normal gravity value computed on the
 KH0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0372.degrees latitude (g = 980.6199 gals.).
 KH0372
 KH0372.The modeled gravity was interpolated from observed gravity values.
 KH0372
 KH0372;                    North         East    Units  Estimated Accuracy
 KH0372;SPC KS N     -    80,530.      107,850.      MT  (+/- 180 meters Scaled)
 KH0372
 KH0372                          SUPERSEDED SURVEY CONTROL
 KH0372
 KH0372  NGVD 29 (??/??/92)  999.099  (m)         3277.88   (f) ADJ UNCH    1 2
 KH0372
 KH0372.Superseded values are not recommended for survey control.
 KH0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0372.See file dsdata.txt to determine how the superseded data were derived.
 KH0372
 KH0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ944205(NAD 83)
 KH0372_MARKER: DR = REFERENCE MARK DISK
 KH0372_SETTING: 66 = SET IN ROCK OUTCROP
 KH0372_SP_SET: ROCK OUTCROP
 KH0372_STAMPING: MC ALLASTER NO 1 1951
 KH0372_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KH0372+STABILITY: POSITION/ELEVATION WELL
 KH0372
 KH0372  HISTORY     - Date     Condition        Report By
 KH0372  HISTORY     - 1951     MONUMENTED       CGS
 KH0372  HISTORY     - 1952     GOOD             NGS
 KH0372
 KH0372                          STATION DESCRIPTION
 KH0372
 KH0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0372'1.4 MI E FROM MC ALLASTER.
 KH0372'.95 MILE NORTHEAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0372'RAILROAD STATION AT MC ALLASTER, THENCE 0.45 MILE SOUTHEAST TO
 KH0372'THE TOP OF A ROCKY HILL, ON TOP OF THE MOST SOUTHEASTERLY ONE OF
 KH0372'TWO HILLS, 29.6 FEET SOUTHEAST OF TRIANGULATION STATION MC ALLASTER
 KH0372'1951, 2.0 FEET ABOVE THE GROUND, SET IN THE TOP OF THE NORTH
 KH0372'EDGE OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0812 ***********************************************************************
 HG0812  DESIGNATION -  MCMICHAEL
 HG0812  PID         -  HG0812
 HG0812  STATE/COUNTY-  KS/KINGMAN
 HG0812  USGS QUAD   -  PENALOSA (1967)
 HG0812
 HG0812                         *CURRENT SURVEY CONTROL
 HG0812  ___________________________________________________________________
 HG0812* NAD 83(1997)-  37 42 36.87994(N)    098 22 24.89856(W)     ADJUSTED  
 HG0812* NAVD 88     -       537.42   (+/-2cm)    1763.2    (feet)  VERTCON   
 HG0812  ___________________________________________________________________
 HG0812  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 HG0812  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 HG0812
 HG0812  HORZ ORDER  -  FIRST
 HG0812  VERT ORDER  -  THIRD ? (See Below)
 HG0812
 HG0812.The horizontal coordinates were established by classical geodetic methods
 HG0812.and adjusted by the National Geodetic Survey in October 1998..
 HG0812
 HG0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0812.The vertical order pertains to the NGVD 29 superseded value.
 HG0812
 HG0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0812
 HG0812.The geoid height was determined by GEOID03.
 HG0812
 HG0812;                    North         East     Units Scale Factor Converg.
 HG0812;SPC KS S     -   515,828.520   411,146.423   MT  0.99994244   +0 04 39.7
 HG0812;UTM  14      - 4,173,851.453   555,213.714   MT  0.99963755   +0 22 59.4
 HG0812
 HG0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0812!SPC KS S     -   0.99992005  x   0.99994244  =   0.99986249
 HG0812!UTM  14      -   0.99992005  x   0.99963755  =   0.99955763
 HG0812
 HG0812|---------------------------------------------------------------------|
 HG0812| PID    Reference Object                     Distance      Geod. Az  |
 HG0812|                                                           dddmmss.s |
 HG0812| CK9393 MCMICHAEL RM 1                       64.609 METERS 03148     |
 HG0812| CK9395 MCMICHAEL RM 3                       64.575 METERS 03153     |
 HG0812| CK9392 MCMICHAEL AZ MK                                    1795454.6 |
 HG0812| HG0814 CUNNINGHAM MUNICIPAL TANK           APPROX. 8.8 KM 2171832.8 |
 HG0812| HG0855 PRESTON MUNICIPAL TANK              APPROX.17.0 KM 2874259.5 |
 HG0812| CK9394 MCMICHAEL RM 2                       56.510 METERS 34113     |
 HG0812|---------------------------------------------------------------------|
 HG0812
 HG0812                          SUPERSEDED SURVEY CONTROL
 HG0812
 HG0812  NAD 83(1997)-  37 42 36.88626(N)    098 22 24.90120(W) AD(       ) 1
 HG0812  NAD 83(1986)-  37 42 36.88692(N)    098 22 24.89891(W) AD(       ) 1
 HG0812  NAD 27      -  37 42 36.82200(N)    098 22 23.63400(W) AD(       ) 1
 HG0812  NGVD 29 (07/19/86)  537.23   (m)         1762.6    (f) LEVELING    3  
 HG0812
 HG0812.Superseded values are not recommended for survey control.
 HG0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0812.See file dsdata.txt to determine how the superseded data were derived.
 HG0812
 HG0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG5521473851(NAD 83)
 HG0812_MARKER: DS = TRIANGULATION STATION DISK
 HG0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0812
 HG0812  HISTORY     - Date     Condition        Report By
 HG0812  HISTORY     - 1938     MONUMENTED       CGS
 HG0812  HISTORY     - 1949     GOOD             CGS
 HG0812  HISTORY     - 1953     GOOD             CGS
 HG0812  HISTORY     - 1966     GOOD             CGS
 HG0812
 HG0812                          STATION DESCRIPTION
 HG0812
 HG0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0812'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF CUNNINGHAM
 HG0812'AND ABOUT 4.5 MILES NORTH OF HIGHWAY US 54 NEAR THE WEST
 HG0812'SIDE CENTER OF SECTION 12, T27S, R10W, ON LAND BELONGING
 HG0812'TO MR. F.E. MC MICHAEL, 40 FEET SOUTHWEST OF THE SOUTHWEST
 HG0812'CORNER OF THE DRESDEN SCHOOL, AND ABOUT 600 FEET NORTH OF
 HG0812'A SMALL WHITE HOUSE.
 HG0812'
 HG0812'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0812'BRONZE DISKS SET IN CONCRETE.
 HG0812'
 HG0812'R. M. NO. 1 IS IN THE FENCE LINE ON THE NORTH EDGE OF SCHOOL
 HG0812'PROPERTY.  R. M. NO. 2 IS IN THE FENCE CORNER ACROSS THE
 HG0812'ROAD FROM SCHOOL.
 HG0812'
 HG0812'AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION IN THE
 HG0812'FENCE LINE ON THE WEST SIDE OF ROAD.
 HG0812'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HG0812
 HG0812                          STATION RECOVERY (1949)
 HG0812
 HG0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CAS)
 HG0812'STATION WAS RECOVERED IN GOOD CONDITION, DUE TO LOCAL CHANGES
 HG0812'AND ERRORS A NEW DESCRIPTION FOLLOWS-
 HG0812'
 HG0812'STATION IS LOCATED ABOUT 7 MILES NE OF CUNNINGHAM AND 4.5
 HG0812'MILES N OF U.S. HIGHWAY 54.  IT IS NEAR THE W CENTER OF
 HG0812'SEC. 12, T. 27 S., R. 10 W., ON LAND OWNED BY MR. F.E. MC MICHAEL,
 HG0812'ABOUT 600 FEET N OF A WHITE HOUSE, W OF ROAD, AND 182 FEET
 HG0812'S OF AN E-W 1/2 SEC. LINE FENCE.  IT IS 29 FEET E OF THE
 HG0812'CENTER LINE OF THE ROAD, AT THE W EDGE OF A CULTIVATED FIELD.
 HG0812'
 HG0812'TO REACH STATION FROM CUNNINGHAM, GO E ON U.S. HIGHWAY 54
 HG0812'FOR 3.3 MILES, TURN N AND GO 3.55 MILES TO AZIMUTH MARK
 HG0812'IN EDGE OF THE FIELD ON RIGHT (E), CONTINUE 1.0 MILE TO
 HG0812'STATION ON THE RIGHT.
 HG0812'
 HG0812'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 HG0812'IN CONCRETE.  THE SURFACE MARK IS NOW 16 INCHES BELOW THE
 HG0812'GROUND SURFACE.  THE ENTIRE SURFACE MARK WAS LOWERED IN
 HG0812'OVER A NEW UNDERGROUND MARK AND SET IN A FRESH CONCRETE
 HG0812'FOOTING.  TOP SURFACE OF MARK WAS INCREASED TO 28 INCHES
 HG0812'IN CROSS SECTION FOR EASY RECOVERY.  MARK IS STAMPED MC MICHAEL
 HG0812'1938.
 HG0812'
 HG0812'R.M. 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT IS
 HG0812'LOCATED N OF THE STATION, 1 FOOT S OF THE E-W 1/2 SEC. LINE
 HG0812'FENCE, ABOUT 138 FEET E OF THE CENTER LINE OF THE ROAD,
 HG0812'AND THE MARK PROJECTS 2 INCHES.
 HG0812'
 HG0812'R.M. 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT IS
 HG0812'LOCATED NW OF THE STATION, IN FENCE CORNER, 28 FEET W OF
 HG0812'THE CENTER LINE OF THE ROAD, 2-1/2 FEET E OF THE N-S FENCE,
 HG0812'AND 6 FEET S OF THE E-W SEC. LINE FENCE.  MARK IS FLUSH.
 HG0812'
 HG0812'REFERENCE MARKS ARE STAMPED MC MICHAEL 1938 WITH THEIR
 HG0812'RESPECTIVE NUMBERS.
 HG0812'
 HG0812'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN CONCRETE.  IT
 HG0812'IS LOCATED 1 MILE S OF THE STATION, ON THE E SIDE OF THE
 HG0812'ROAD, AT THE 1/2 SEC. LINE, ABOUT 24 FEET E OF THE CENTER
 HG0812'LINE OF THE ROAD.  THE MARK IS FLUSH.
 HG0812'
 HG0812'R.M. 1 IS 64.650 METERS FROM STATION N 31 DEG 49 MIN E.
 HG0812'
 HG0812'R.M. 2 IS 56.500 METERS FROM STATION N 18 DEG 53 MIN W.
 HG0812'
 HG0812'AZIMUTH MARK IS 1.0 MILE FROM STATION S 00 DEG 05 MIN E.
 HG0812
 HG0812                          STATION RECOVERY (1953)
 HG0812
 HG0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0812'THE STATION WAS RECOVERED AS DESCRIBED BY C.A.S. IN 1949
 HG0812'WITH ALL MARKS IN GOOD CONDITION.  A DISCREPANCY WAS NOTED
 HG0812'IN THE DIRECTION TO REFERNECE MARK 2 AS DETERMINED IN 1938.
 HG0812'THE 1949 DESCRIPTION IS ADEQUATE AND CORRECT.
 HG0812'
 HG0812'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 23 METERS.
 HG0812
 HG0812                          STATION RECOVERY (1966)
 HG0812
 HG0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 HG0812'THE STATION RECOVERED AND STATION, R.M. NO. 2 AND THE AZIMUTH
 HG0812'MARK FOUND IN GOOD CONDITION.  R.M. NO. 1 WAS FOUND TO BE
 HG0812'TILTED SO THIS MARK WAS RESET AND RESTAMPED NO. 3.  A REQUEST
 HG0812'WAS RECEIVED FROM THE LAND OWNER TO LOWER THE STATION MARK
 HG0812'BELOW PLOW DEPTH.  THE SURFACE AND UNDERGROUND MARKS WERE
 HG0812'LOWERED VERTICALLY.  ALL MARKS WERE FOUND TO BE STAMPED
 HG0812'MC MICHEAL INSTEAD OF MC MICHAEL AS LISTED IN DESCRIPTIONS
 HG0812'AND ON INDEX MAP.
 HG0812'
 HG0812'TO REACH FROM CUNNINGHAM, FROM THE MAIN INTERSECTION, GO
 HG0812'EAST ON U.S. HIGHWAY 54 FOR 3.1 MILES TO A SIDE ROAD LEFT,
 HG0812'TURN LEFT AND GO NORTH FOR 3.5 MILES TO THE AZIMUTH MARK
 HG0812'ON THE RIGHT, CONTINUE NORTH FOR 0.5 MILE TO CROSSROADS,
 HG0812'CONTINUE NORTH FOR 0.5 MILE TO THE STATION IN EDGE OF FIELD
 HG0812'ON RIGHT.
 HG0812'
 HG0812'THE STATION MARK IS 181.5 FEET SOUTH OF THE CENTER OF A
 HG0812'POST ON THE HALF-SECTION LINE, 27.5 FEET EAST OF THE CENTERLINE
 HG0812'OF THE ROAD AND IS 16 INCHES BELOW THE SURFACE OF THE GROUND.
 HG0812'
 HG0812'R.M. NO. 2 IS 32 FEET WEST OF THE CENTERLINE OF THE ROAD,
 HG0812'6 FEET SOUTH OF A FENCE CORNER AND 1 FOOT NORTH OF A METAL
 HG0812'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 HG0812'IS STAMPED MC MICHEAL NO 2 1938.
 HG0812'
 HG0812'R.M. NO. 3 IS 139 FEET EAST OF THE CENTERLINE OF THE ROAD,
 HG0812'2 FEET SOUTH OF HALF-SECTION LINE AND 1 FOOT SOUTH OF A METAL
 HG0812'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 HG0812'STAMPED MC MICHEAL NO 3 1938.
 HG0812'
 HG0812'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTERLINE OF THE
 HG0812'ROAD, 5 FEET EAST OF A FENCE POST AND 1 FOOT WEST OF A METAL
 HG0812'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 HG0812'MC MICHEAL 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0853 ***********************************************************************
 JF0853  DESIGNATION -  MCPHERSON
 JF0853  PID         -  JF0853
 JF0853  STATE/COUNTY-  KS/MCPHERSON
 JF0853  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0853
 JF0853                         *CURRENT SURVEY CONTROL
 JF0853  ___________________________________________________________________
 JF0853* NAD 83(1986)-  38 22 10.     (N)    097 40 06.     (W)     SCALED    
 JF0853* NAVD 88     -       458.440  (meters)    1504.07   (feet)  ADJUSTED  
 JF0853  ___________________________________________________________________
 JF0853  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF0853  DYNAMIC HT  -         458.108 (meters)    1502.98  (feet)  COMP
 JF0853  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 JF0853
 JF0853  VERT ORDER  -  FIRST     CLASS II
 JF0853
 JF0853.The horizontal coordinates were scaled from a topographic map and have
 JF0853.an estimated accuracy of +/- 6 seconds.
 JF0853
 JF0853.The orthometric height was determined by differential leveling
 JF0853.and adjusted by the National Geodetic Survey in June 1991..
 JF0853.WARNING-Repeat measurements at this control monument indicate possible
 JF0853.vertical movement.
 JF0853
 JF0853.The geoid height was determined by GEOID03.
 JF0853
 JF0853.The dynamic height is computed by dividing the NAVD 88
 JF0853.geopotential number by the normal gravity value computed on the
 JF0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0853.degrees latitude (g = 980.6199 gals.).
 JF0853
 JF0853.The modeled gravity was interpolated from observed gravity values.
 JF0853
 JF0853;                    North         East    Units  Estimated Accuracy
 JF0853;SPC KS S     -   589,310.      472,680.      MT  (+/- 180 meters Scaled)
 JF0853
 JF0853                          SUPERSEDED SURVEY CONTROL
 JF0853
 JF0853  NGVD 29 (??/??/92)  458.306  (m)         1503.63   (f) ADJ UNCH    1 2
 JF0853
 JF0853.Superseded values are not recommended for survey control.
 JF0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0853.See file dsdata.txt to determine how the superseded data were derived.
 JF0853
 JF0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH163476(NAD 83)
 JF0853_MARKER: DB = BENCH MARK DISK
 JF0853_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JF0853_SP_SET: BUILDING
 JF0853_STAMPING: MC PHERSON 1934
 JF0853_MARK LOGO: CGS   
 JF0853_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0853+STABILITY: POSITION/ELEVATION WELL
 JF0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF0853+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1998
 JF0853
 JF0853  HISTORY     - Date     Condition        Report By
 JF0853  HISTORY     - UNK      MONUMENTED       CGS
 JF0853  HISTORY     - 1934     GOOD             NGS
 JF0853  HISTORY     - 1986     GOOD             NGS
 JF0853  HISTORY     - 19980115 GOOD             NGS
 JF0853
 JF0853                          STATION DESCRIPTION
 JF0853
 JF0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0853'IN MC PHERSON.
 JF0853'IN LIMESTONE FOUNDATION OF COPING AT EAST ENTRANCE TO MC PHERSON
 JF0853'COUNTY COURTHOUSE, ON SOUTH SIDE OF ENTRANCE.  170 FT. NORTH
 JF0853'OF THE CENTERLINE OF HIGHWAY 50-N 120 FT. WEST OF THE CENTERLINE
 JF0853'OF MAPLE ST.
 JF0853
 JF0853                          STATION RECOVERY (1986)
 JF0853
 JF0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0853'RECOVERED IN GOOD CONDITION.
 JF0853
 JF0853                          STATION RECOVERY (1998)
 JF0853
 JF0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 JF0853'IN MCPHERSON, AT THE INTERSECTION OF THE BURLINGTON NORTHERN AND UNION
 JF0853'PACIFIC RAILROADS, IN THE SOUTH FOUNDATION OF THE EAST ENTRANCE TO THE
 JF0853'COURTHOUSE, 59.5 M (195.2 FT) NORTH OF THE CENTER OF KANSAS STREET,
 JF0853'41.2 M (135.2 FT) WEST OF THE CENTER OF MAPLE STREET, 3.0 M (9.8 FT)
 JF0853'SOUTH OF THE CENTER OF THE ENTRANCE, 1.9 M (6.2 FT) EAST OF THE EAST
 JF0853'FACE OF THE BUILDING, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF MAPLE
 JF0853'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0943 ***********************************************************************
 JF0943  DESIGNATION -  MCPHERSON
 JF0943  PID         -  JF0943
 JF0943  STATE/COUNTY-  KS/MCPHERSON
 JF0943  USGS QUAD   -  GALVA (1985)
 JF0943
 JF0943                         *CURRENT SURVEY CONTROL
 JF0943  ___________________________________________________________________
 JF0943* NAD 83(1997)-  38 22 34.73822(N)    097 35 57.35393(W)     ADJUSTED  
 JF0943* NAVD 88     -       466.964  (meters)    1532.03   (feet)  ADJUSTED  
 JF0943  ___________________________________________________________________
 JF0943  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 JF0943  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 JF0943  DYNAMIC HT  -         466.626 (meters)    1530.92  (feet)  COMP
 JF0943  MODELED GRAV-     979,889.5   (mgal)                       NAVD 88
 JF0943
 JF0943  HORZ ORDER  -  FIRST
 JF0943  VERT ORDER  -  FIRST     CLASS II
 JF0943
 JF0943.The horizontal coordinates were established by classical geodetic methods
 JF0943.and adjusted by the National Geodetic Survey in October 1998..
 JF0943
 JF0943.The orthometric height was determined by differential leveling
 JF0943.and adjusted by the National Geodetic Survey in July 2002..
 JF0943
 JF0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0943
 JF0943.The geoid height was determined by GEOID03.
 JF0943
 JF0943.The dynamic height is computed by dividing the NAVD 88
 JF0943.geopotential number by the normal gravity value computed on the
 JF0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0943.degrees latitude (g = 980.6199 gals.).
 JF0943
 JF0943.The modeled gravity was interpolated from observed gravity values.
 JF0943
 JF0943;                    North         East     Units Scale Factor Converg.
 JF0943;SPC KS S     -   590,129.161   478,704.036   MT  0.99996789   +0 33 12.7
 JF0943;UTM  14      - 4,248,498.032   622,352.518   MT  0.99978436   +0 52 11.0
 JF0943
 JF0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0943!SPC KS S     -   0.99993114  x   0.99996789  =   0.99989903
 JF0943!UTM  14      -   0.99993114  x   0.99978436  =   0.99971551
 JF0943
 JF0943:                Primary Azimuth Mark                     Grid Az
 JF0943:SPC KS S     -  GALVA MUNICIPAL TANK                     081 25 41.1
 JF0943:UTM  14      -  GALVA MUNICIPAL TANK                     081 06 42.8
 JF0943
 JF0943|---------------------------------------------------------------------|
 JF0943| PID    Reference Object                     Distance      Geod. Az  |
 JF0943|                                                           dddmmss.s |
 JF0943| JF1542 GALVA MUNICIPAL TANK                APPROX. 5.5 KM 0815853.8 |
 JF0943| JF0944 MCPHERSON RM 2                       19.460 METERS 15652     |
 JF0943| JF1547 MCPHERSON RAD STA KNEX MAST         APPROX. 7.3 KM 2351949.9 |
 JF0943| JF1543 MCPHERSON TV RELAY MICROWAVE        231.500 METERS 25035     |
 JF0943| JF1546 MCPHERSON SOUTH MUN TANK            APPROX. 4.5 KM 2615523.4 |
 JF0943| JF1548 MCPHERSON CO CTHSE CLOCK TWR        APPROX. 6.1 KM 2632016.9 |
 JF0943| JF1550 MCPHERSON NORTH MUN TANK            APPROX. 5.8 KM 2763952.0 |
 JF0943| JF0937 35 13                               APPROX. 2.0 KM 2881124.7 |
 JF0943| JF0942 MCPHERSON RM 1                       23.243 METERS 31146     |
 JF0943|---------------------------------------------------------------------|
 JF0943
 JF0943                          SUPERSEDED SURVEY CONTROL
 JF0943
 JF0943  NAD 83(1986)-  38 22 34.74854(N)    097 35 57.35539(W) AD(       ) 1
 JF0943  NAD 27      -  38 22 34.72148(N)    097 35 56.20609(W) AD(       ) 1
 JF0943  NAVD 88 (06/15/91)  466.921  (m)         1531.89   (f) UNKNOWN     1 2
 JF0943  NGVD 29 (??/??/92)  466.748  (m)         1531.32   (f) ADJ UNCH    1 2
 JF0943
 JF0943.Superseded values are not recommended for survey control.
 JF0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0943.See file dsdata.txt to determine how the superseded data were derived.
 JF0943
 JF0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2235348498(NAD 83)
 JF0943_MARKER: DE = TRAVERSE STATION DISK
 JF0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0943_STAMPING: MC PHERSON 1970
 JF0943_MARK LOGO: NGS   
 JF0943_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0943+STABILITY: SURFACE MOTION
 JF0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0943+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1998
 JF0943
 JF0943  HISTORY     - Date     Condition        Report By
 JF0943  HISTORY     - 1970     MONUMENTED       NGS
 JF0943  HISTORY     - 1970     GOOD             NGS
 JF0943  HISTORY     - 1972     GOOD             NGS
 JF0943  HISTORY     - 1972     GOOD             NGS
 JF0943  HISTORY     - 19980115 GOOD             NGS
 JF0943
 JF0943                          STATION DESCRIPTION
 JF0943
 JF0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF0943'THE STATION IS ABOUT 14 MILES NORTHEAST OF INMAN, 3-1/2 MILES WEST
 JF0943'OF GALVA, 3-1/2 MILES EAST OF MCPHERSON.  IT IS ON THE STATE HIGHWAY
 JF0943'RIGHT-OF-WAY IN A RATHER IRREGULAR PLOT FORMED BY THE INTERSECTION
 JF0943'OF NEW U.S. HIGHWAY 56 AND OLD U.S. HIGHWAY 56.  IT IS IN THE
 JF0943'NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 25, T 19 S,
 JF0943'R 3 W.
 JF0943'
 JF0943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JF0943'INTERSTATE HIGHWAY 35 W AT THE EASTERN EDGE OF MCPHERSON, GO
 JF0943'EASTERLY ON U.S. HIGHWAY 56 FOR 1.3 MILES.  TURN LEFT LEAVING THE
 JF0943'HIGHWAY AT THIS POINT AND DRIVE NORTHERLY ALONG THE EAST SIDE OF A
 JF0943'NORTHWEST-SOUTHEAST FENCE FOR APPROXIMATELY 75 YARDS
 JF0943'TO THE STATION AS DESCRIBED.
 JF0943'
 JF0943'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED MCPHERSON 1970.
 JF0943'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JF0943'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 268 FEET
 JF0943'NORTHWEST OF THE SOUTH END OF A TRAFFIC ISLAND, 130 FEET WEST OF
 JF0943'THE NORTH END OF A TRAFFIC ISLAND, 15.8 FEET EAST-NORTHEAST OF A
 JF0943'METAL WITNESS POST WITH SIGN, 15.5 FEET EAST OF A
 JF0943'NORTHWEST-SOUTHEAST FENCE.  THE UNDERGROUND DISK IS SET IN THE
 JF0943'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 JF0943'SURFACE.
 JF0943'
 JF0943'REFERENCE MARK 1, A STANDARD DISK STAMPED MCPHERSON NO 1 1970, IS
 JF0943'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JF0943'FLUSH WITH THE GROUND SURFACE.  IT IS 1.5 FEET EAST OF A
 JF0943'NORTHWEST-SOUTHEAST FENCE, 1.5 FEET EAST OF A METAL WITNESS POST
 JF0943'WITH SIGN, AND IT IS APPROXIMATELY THE SAME ELEVATION AS THE
 JF0943'STATION MARK.
 JF0943'
 JF0943'REFERENCE MARK 2, A STANDARD DISK STAMPED MCPHERSON NO 2 1970, IS
 JF0943'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JF0943'FLUSH WITH THE GROUND SURFACE.  IT IS 1.5 FEET EAST OF A
 JF0943'NORTHWEST-SOUTHEAST FENCE, 1.8 FEET NORTH-NORTHEAST OF A METAL
 JF0943'WITNESS-POST WITH SIGN, AND IT IS APPROXIMATELY THE SAME
 JF0943'ELEVATION AS THE STATION MARK.
 JF0943'
 JF0943'STATION 35-13 MAY BE USED FOR AN AZIMUTH MARK.
 JF0943'
 JF0943'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 JF0943
 JF0943                          STATION RECOVERY (1970)
 JF0943
 JF0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0943'1.3 MI NE FROM MC PHERSON.
 JF0943'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 56 FROM THE U.S.
 JF0943'HIGHWAY 56 OVERPASS FOR INTERSTATE HIGHWAY 35W AT MC PHERSON,
 JF0943'AT A JUNCTION OF THE HIGHWAY AND A PAVED ROAD WHICH IS OLD U.S.
 JF0943'HIGHWAY 56, 267 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JF0943'130 FEET SOUTHWEST OF THE NORTHWEST END OF THE CONCRETE CURB WHICH
 JF0943'DIVIDES THE TWO LANES OF THE PAVED ROAD, 16 1/2 FEET NORTHEAST
 JF0943'OF A FENCE, 16.5 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 JF0943'2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 JF0943'A CONCRETE POST PROJECTING 0.1 FOOT.  SECTION 25, T 19 S, R 3 W
 JF0943
 JF0943                          STATION RECOVERY (1972)
 JF0943
 JF0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF0943'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND 35-13 1970 WERE
 JF0943'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 JF0943'ALL MARKS CHECKED.  DUE TO ROAD CHANGES A NEW DESCRIPTION
 JF0943'FOLLOWS.
 JF0943'
 JF0943'THE STATION IS ABOUT 13 MILES NORTH AND 4-1/2 MILES WEST OF
 JF0943'MOUNDRIDGE, 3 MILES EAST AND 1 MILE NORTH OF MC PHERSON, NEAR
 JF0943'THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF SEC. 25, T. 19 S.,
 JF0943'R. 3 W., AND IN THE SOUTH ANGLE OF U.S. HIGHWAY 56 AND COUNTY
 JF0943'ROAD 1065 ON ROAD RIGHT-OF-WAY.
 JF0943'
 JF0943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JF0943'INTERSTATE HIGHWAY 35 W IN THE EAST EDGE OF MC PHERSON, GO EAST
 JF0943'AND NORTHEAST ON U.S. HIGHWAY 56 FOR 1.3 MILES TO THE JUNCTION
 JF0943'WITH COUNTY ROAD 1065.  TURN LEFT AND GO NORTHWEST ON COUNTY ROAD
 JF0943'1065 FOR 0.05 MILE TO THE STATION ON THE LEFT.
 JF0943'
 JF0943'STATION MARK IS A STANDARD DISK, STAMPED MC PHERSON 1970, SET IN
 JF0943'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 JF0943'WITH THE GROUND.  IT IS 130.0 FEET WEST OF THE CENTER OF COUNTY
 JF0943'ROAD 1065, 17.3 FEET EAST OF A FENCE AND 16.8 FEET
 JF0943'EAST-NORTHEAST OF A WITNESS POST.
 JF0943'
 JF0943'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MC PHERSON NO 1
 JF0943'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF0943'THAT IS FLUSH WITH THE GROUND.  IT IS 149.0 FEET WEST OF THE
 JF0943'CENTER OF COUNTY ROAD 1065, 1.5 FEET NORTH OF A WITNESS POST, 1.4
 JF0943'FEET EAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 JF0943'STATION.
 JF0943'
 JF0943'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MC PHERSON NO 2
 JF0943'1970, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF0943'THAT IS FLUSH WITH THE GROUND.  IT IS 136.0 FEET WEST OF THE
 JF0943'CENTER OF COUNTY ROAD 1065, 2.0 FEET WEST OF A WITNESS POST,
 JF0943'1.5 FEET EAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 JF0943'STATION.
 JF0943'
 JF0943'35-13 1970 SERVES AS THE AZIMUTH MARK.
 JF0943'
 JF0943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 JF0943'EAST-NORTHEAST OF MC PHERSON.
 JF0943'
 JF0943'HEIGHT OF LIGHT ABOVE STATION MARK 86.4 FEET.
 JF0943
 JF0943                          STATION RECOVERY (1972)
 JF0943
 JF0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0943'RECOVERED IN GOOD CONDITION.
 JF0943
 JF0943                          STATION RECOVERY (1998)
 JF0943
 JF0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 JF0943'2.1 KM (1.30 MI) EASTERLY ALONG U.S.  HIGHWAY 56 FROM THE JUNCTION OF
 JF0943'INTERSTATE HIGHWAY 135 IN MCPHERSON (EXIT 60) , 81.6 M (267.7 FT)
 JF0943'NORTHWEST OF THE HIGHWAY CENTERLINE, 39.5 M (129.6 FT) SOUTHWEST OF
 JF0943'THE CENTER OF COUNTY ROAD 1065, 23.2 M (76.1 FT) SOUTHEAST OF
 JF0943'REFERENCE MARK 1, 19.5 M (64.0 FT) NORTH OF REFERENCE MARK 2, 5.2 M
 JF0943'(17.1 FT) NORTHEAST OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT) BELOW
 JF0943'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 JF0943'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1548 ***********************************************************************
 JF1548  DESIGNATION -  MCPHERSON CO CTHSE CLOCK TWR
 JF1548  PID         -  JF1548
 JF1548  STATE/COUNTY-  KS/MCPHERSON
 JF1548  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF1548
 JF1548                         *CURRENT SURVEY CONTROL
 JF1548  ___________________________________________________________________
 JF1548* NAD 83(1997)-  38 22 11.66161(N)    097 40 07.50922(W)     ADJUSTED  
 JF1548* NAVD 88     -                                                        
 JF1548  ___________________________________________________________________
 JF1548  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 JF1548  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF1548
 JF1548  HORZ ORDER  -  THIRD
 JF1548
 JF1548.The horizontal coordinates were established by classical geodetic methods
 JF1548.and adjusted by the National Geodetic Survey in October 1998..
 JF1548
 JF1548
 JF1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1548
 JF1548.The geoid height was determined by GEOID03.
 JF1548
 JF1548;                    North         East     Units Scale Factor Converg.
 JF1548;SPC KS S     -   589,361.265   472,638.892   MT  0.99996701   +0 30 39.0
 JF1548;UTM  14      - 4,247,696.862   616,292.864   MT  0.99976655   +0 49 35.2
 JF1548
 JF1548                          SUPERSEDED SURVEY CONTROL
 JF1548
 JF1548  NAD 83(1986)-  38 22 11.67152(N)    097 40 07.50978(W) AD(       ) 4
 JF1548  NAD 27      -  38 22 11.64213(N)    097 40 06.34960(W) AD(       ) 3
 JF1548
 JF1548.Superseded values are not recommended for survey control.
 JF1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1548.See file dsdata.txt to determine how the superseded data were derived.
 JF1548
 JF1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1629347697(NAD 83)
 JF1548_MARKER: 55 = TOWER
 JF1548
 JF1548  HISTORY     - Date     Condition        Report By
 JF1548  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1548  HISTORY     - 1987     GOOD             NOS
 JF1548
 JF1548                          STATION DESCRIPTION
 JF1548
 JF1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1548'THE STATION IS THE BALL ON THE TOP OF THE MC PHERSON COUNTY
 JF1548'COURTHOUSE CLOCK TOWER THAT IS LOCATED AT THE INTERSECTION OF MAPLE
 JF1548'AND KANSAS STREETS IN MC PHERSON AND IS 80 FEET HIGH.
 JF1548
 JF1548                          STATION RECOVERY (1987)
 JF1548
 JF1548'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 JF1548'THE STATION WAS RECOVERED AT THIS DATE.
 JF1548'THE TOWERS GEODETIC POSITION WAS VERIFIED FROM STATION 35 14.
 JF1548'
 JF1548'RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1550 ***********************************************************************
 JF1550  DESIGNATION -  MCPHERSON NORTH MUN TANK
 JF1550  PID         -  JF1550
 JF1550  STATE/COUNTY-  KS/MCPHERSON
 JF1550  USGS QUAD   -  MC PHERSON NORTH (1985)
 JF1550
 JF1550                         *CURRENT SURVEY CONTROL
 JF1550  ___________________________________________________________________
 JF1550* NAD 83(1997)-  38 22 56.51747(N)    097 39 54.88511(W)     ADJUSTED  
 JF1550* NAVD 88     -                                                        
 JF1550  ___________________________________________________________________
 JF1550  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JF1550  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF1550
 JF1550  HORZ ORDER  -  THIRD
 JF1550
 JF1550.The horizontal coordinates were established by classical geodetic methods
 JF1550.and adjusted by the National Geodetic Survey in October 1998..
 JF1550
 JF1550
 JF1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1550
 JF1550.The geoid height was determined by GEOID03.
 JF1550
 JF1550;                    North         East     Units Scale Factor Converg.
 JF1550;SPC KS S     -   590,747.004   472,932.935   MT  0.99996874   +0 30 46.7
 JF1550;UTM  14      - 4,249,083.921   616,579.208   MT  0.99976737   +0 49 43.9
 JF1550
 JF1550                          SUPERSEDED SURVEY CONTROL
 JF1550
 JF1550  NAD 83(1986)-  38 22 56.52753(N)    097 39 54.88636(W) AD(       ) 4
 JF1550  NAD 27      -  38 22 56.49811(N)    097 39 53.72658(W) AD(       ) 3
 JF1550
 JF1550.Superseded values are not recommended for survey control.
 JF1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1550.See file dsdata.txt to determine how the superseded data were derived.
 JF1550
 JF1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1657949084(NAD 83)
 JF1550_MARKER: 51 = TANK
 JF1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF1550+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 JF1550
 JF1550  HISTORY     - Date     Condition        Report By
 JF1550  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1550  HISTORY     - 20030711 GOOD             USPSQD
 JF1550
 JF1550                          STATION DESCRIPTION
 JF1550
 JF1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1550'THE STATION IS THE LIGHT ON THE TOP CENTER OF THE MC PHERSON
 JF1550'MUNICIPAL NORTH WATER TANK, WHICH IS LOCATED ABOUT 200 FEET
 JF1550'NORTHEAST OF THE INTERSECTION OF HULSE STREET AND NORTH
 JF1550'ASH STREET IN THE NORTH SECTION OF MC PHERSON.  IT IS A
 JF1550'SPHERICAL STEEL TANK PAINTED WHITE, SUPPORTED BY EIGHT PIPE
 JF1550'LEGS, AND IS 129 FEET HIGH.
 JF1550
 JF1550                          STATION RECOVERY (2003)
 JF1550
 JF1550'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 JF1550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1547 ***********************************************************************
 JF1547  DESIGNATION -  MCPHERSON RAD STA KNEX MAST
 JF1547  PID         -  JF1547
 JF1547  STATE/COUNTY-  KS/MCPHERSON
 JF1547  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF1547
 JF1547                         *CURRENT SURVEY CONTROL
 JF1547  ___________________________________________________________________
 JF1547* NAD 83(1997)-  38 20 19.18232(N)    097 40 06.06239(W)     ADJUSTED  
 JF1547* NAVD 88     -                                                        
 JF1547  ___________________________________________________________________
 JF1547  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JF1547  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF1547
 JF1547  HORZ ORDER  -  THIRD
 JF1547
 JF1547.The horizontal coordinates were established by classical geodetic methods
 JF1547.and adjusted by the National Geodetic Survey in October 1998..
 JF1547
 JF1547
 JF1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1547
 JF1547.The geoid height was determined by GEOID03.
 JF1547
 JF1547;                    North         East     Units Scale Factor Converg.
 JF1547;SPC KS S     -   585,893.627   472,704.945   MT  0.99996286   +0 30 39.9
 JF1547;UTM  14      - 4,244,230.327   616,377.984   MT  0.99976680   +0 49 34.1
 JF1547
 JF1547                          SUPERSEDED SURVEY CONTROL
 JF1547
 JF1547  NAD 83(1986)-  38 20 19.19223(N)    097 40 06.06348(W) AD(       ) 4
 JF1547  NAD 27      -  38 20 19.16240(N)    097 40 04.90388(W) AD(       ) 3
 JF1547
 JF1547.Superseded values are not recommended for survey control.
 JF1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1547.See file dsdata.txt to determine how the superseded data were derived.
 JF1547
 JF1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1637844230(NAD 83)
 JF1547_MARKER: 44 = MICROWAVE MAST
 JF1547
 JF1547  HISTORY     - Date     Condition        Report By
 JF1547  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1547
 JF1547                          STATION DESCRIPTION
 JF1547
 JF1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1547'THE STATION IS THE RED LIGHT ON TOP OF THE MC PHERSON RADIO
 JF1547'STATION MAST KNEX.  THAT IS LOCATED ABOUT 1 MILE SOUTH OF
 JF1547'MC PHERSON, 0.3 MILE NORTH OF STATE HIGHWAY 61 AND 200 FEET WEST
 JF1547'OF U.S. HIGHWAY 81.  IT IS A 3 LEGGED STEEL MAST PAINTED
 JF1547'ALTERNATE SECTION OF RED AND WHITE AND IS 279 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0942 ***********************************************************************
 JF0942  DESIGNATION -  MCPHERSON RM 1
 JF0942  PID         -  JF0942
 JF0942  STATE/COUNTY-  KS/MCPHERSON
 JF0942  USGS QUAD   -  GALVA (1985)
 JF0942
 JF0942                         *CURRENT SURVEY CONTROL
 JF0942  ___________________________________________________________________
 JF0942* NAD 83(1986)-  38 22 34.     (N)    097 35 57.     (W)     SCALED    
 JF0942* NAVD 88     -       467.072  (meters)    1532.39   (feet)  ADJUSTED  
 JF0942  ___________________________________________________________________
 JF0942  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 JF0942  DYNAMIC HT  -         466.733 (meters)    1531.27  (feet)  COMP
 JF0942  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
 JF0942
 JF0942  VERT ORDER  -  FIRST     CLASS II
 JF0942
 JF0942.The horizontal coordinates were scaled from a topographic map and have
 JF0942.an estimated accuracy of +/- 6 seconds.
 JF0942
 JF0942.The orthometric height was determined by differential leveling
 JF0942.and adjusted by the National Geodetic Survey in July 2002..
 JF0942
 JF0942.The geoid height was determined by GEOID03.
 JF0942
 JF0942.The dynamic height is computed by dividing the NAVD 88
 JF0942.geopotential number by the normal gravity value computed on the
 JF0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0942.degrees latitude (g = 980.6199 gals.).
 JF0942
 JF0942.The modeled gravity was interpolated from observed gravity values.
 JF0942
 JF0942;                    North         East    Units  Estimated Accuracy
 JF0942;SPC KS S     -   590,110.      478,710.      MT  (+/- 180 meters Scaled)
 JF0942
 JF0942                          SUPERSEDED SURVEY CONTROL
 JF0942
 JF0942  NAVD 88 (06/15/91)  467.011  (m)         1532.19   (f) UNKNOWN     1 2
 JF0942  NGVD 29 (??/??/92)  466.838  (m)         1531.62   (f) ADJ UNCH    1 2
 JF0942
 JF0942.Superseded values are not recommended for survey control.
 JF0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0942.See file dsdata.txt to determine how the superseded data were derived.
 JF0942
 JF0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH223484(NAD 83)
 JF0942_MARKER: DR = REFERENCE MARK DISK
 JF0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0942_STAMPING: MC PHERSON NO 1 1970
 JF0942_MARK LOGO: NGS   
 JF0942_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0942+STABILITY: SURFACE MOTION
 JF0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0942+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1998
 JF0942
 JF0942  HISTORY     - Date     Condition        Report By
 JF0942  HISTORY     - 1970     MONUMENTED       NGS
 JF0942  HISTORY     - 1972     GOOD             NGS
 JF0942  HISTORY     - 19980115 GOOD             NGS
 JF0942
 JF0942                          STATION DESCRIPTION
 JF0942
 JF0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0942'1.3 MI NE FROM MC PHERSON.
 JF0942'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 56 FROM THE U.S.
 JF0942'HIGHWAY 56 OVERPASS FOR INTERSTATE HIGHWAY 35W AT MC PHERSON,
 JF0942'AT A JUNCTION OF THE HIGHWAY AND A PAVED ROAD WHICH IS OLD U.S.
 JF0942'HIGHWAY 56, 126 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD,
 JF0942'76.30 FEET NORTHWEST OF TRIANGULATION STATION MC PHERSON, 115
 JF0942'FEET SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET NORTHEAST OF A
 JF0942'FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 JF0942'BELOW THE LEVEL OF THE PAVED ROAD, AND SET IN THE TOP OF A CONCRETE
 JF0942'POST PROJECTING 0.1 FOOT.  SECTION 25, T 19 S, R 3 W
 JF0942
 JF0942                          STATION RECOVERY (1972)
 JF0942
 JF0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0942'RECOVERED IN GOOD CONDITION.
 JF0942
 JF0942                          STATION RECOVERY (1998)
 JF0942
 JF0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 JF0942'2.1 KM (1.30 MI) EASTERLY ALONG U.S.  HIGHWAY 56 FROM THE JUNCTION OF
 JF0942'INTERSTATE HIGHWAY 135 IN MCPHERSON (EXIT 60) , 104.8 M (343.8 FT)
 JF0942'NORTHWEST OF THE HIGHWAY CENTERLINE, 35.5 M (116.5 FT) SOUTHWEST OF
 JF0942'THE CENTER OF COUNTY ROAD 1065, 27.8 M (91.2 FT) SOUTH OF A PIPELINE
 JF0942'VENT PIPE, 23.2 M (76.1 FT) NORTHWEST OF THE STATION MARK, 0.5 M (1.6
 JF0942'FT) NORTHEAST OF A WITNESS POST AND FENCE, 0.4 M (1.3 FT) BELOW THE
 JF0942'LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 JF0942'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0944 ***********************************************************************
 JF0944  DESIGNATION -  MCPHERSON RM 2
 JF0944  PID         -  JF0944
 JF0944  STATE/COUNTY-  KS/MCPHERSON
 JF0944  USGS QUAD   -  GALVA (1985)
 JF0944
 JF0944                         *CURRENT SURVEY CONTROL
 JF0944  ___________________________________________________________________
 JF0944* NAD 83(1986)-  38 22 34.     (N)    097 35 57.     (W)     SCALED    
 JF0944* NAVD 88     -       466.970  (meters)    1532.05   (feet)  ADJUSTED  
 JF0944  ___________________________________________________________________
 JF0944  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 JF0944  DYNAMIC HT  -         466.631 (meters)    1530.94  (feet)  COMP
 JF0944  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 JF0944
 JF0944  VERT ORDER  -  FIRST     CLASS II
 JF0944
 JF0944.The horizontal coordinates were scaled from a topographic map and have
 JF0944.an estimated accuracy of +/- 6 seconds.
 JF0944
 JF0944.The orthometric height was determined by differential leveling
 JF0944.and adjusted by the National Geodetic Survey in July 2002..
 JF0944
 JF0944.The geoid height was determined by GEOID03.
 JF0944
 JF0944.The dynamic height is computed by dividing the NAVD 88
 JF0944.geopotential number by the normal gravity value computed on the
 JF0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0944.degrees latitude (g = 980.6199 gals.).
 JF0944
 JF0944.The modeled gravity was interpolated from observed gravity values.
 JF0944
 JF0944;                    North         East    Units  Estimated Accuracy
 JF0944;SPC KS S     -   590,110.      478,710.      MT  (+/- 180 meters Scaled)
 JF0944
 JF0944                          SUPERSEDED SURVEY CONTROL
 JF0944
 JF0944  NAVD 88 (06/15/91)  466.892  (m)         1531.79   (f) UNKNOWN     1 2
 JF0944  NGVD 29 (??/??/92)  466.720  (m)         1531.23   (f) ADJ UNCH    1 2
 JF0944
 JF0944.Superseded values are not recommended for survey control.
 JF0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0944.See file dsdata.txt to determine how the superseded data were derived.
 JF0944
 JF0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH223484(NAD 83)
 JF0944_MARKER: DR = REFERENCE MARK DISK
 JF0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0944_STAMPING: MC PHERSON NO 2 1970
 JF0944_MARK LOGO: NGS   
 JF0944_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0944+STABILITY: SURFACE MOTION
 JF0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0944+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1998
 JF0944
 JF0944  HISTORY     - Date     Condition        Report By
 JF0944  HISTORY     - 1970     MONUMENTED       NGS
 JF0944  HISTORY     - 1972     GOOD             NGS
 JF0944  HISTORY     - 19980115 GOOD             NGS
 JF0944
 JF0944                          STATION DESCRIPTION
 JF0944
 JF0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0944'1.3 MI NE FROM MC PHERSON.
 JF0944'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 56 FROM THE U.S.
 JF0944'HIGHWAY 56 OVERPASS FOR INTERSTATE HIGHWAY 35W AT MC PHERSON,
 JF0944'AT A JUNCTION OF THE HIGHWAY AND A PAVED ROAD WHICH IS OLD U.S.
 JF0944'HIGHWAY 56, 204 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JF0944'63.85 FEET SOUTHEAST OF TRIANGULATION STATION MC PHERSON, 119
 JF0944'FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET NORTHEAST OF A FENCE,
 JF0944'1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 JF0944'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JF0944'PROJECTING 0.1 FOOT.  SECTION 25, T 19 S, R 3 W
 JF0944
 JF0944                          STATION RECOVERY (1972)
 JF0944
 JF0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0944'RECOVERED IN GOOD CONDITION.
 JF0944
 JF0944                          STATION RECOVERY (1998)
 JF0944
 JF0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 JF0944'2.1 KM (1.30 MI) EASTERLY ALONG U.S.  HIGHWAY 56 FROM THE JUNCTION OF
 JF0944'INTERSTATE HIGHWAY 135 IN MCPHERSON (EXIT 60) , 63.1 M (207.0 FT)
 JF0944'NORTHWEST OF THE HIGHWAY CENTERLINE, 41.4 M (135.8 FT) SOUTHWEST OF
 JF0944'THE CENTER OF COUNTY ROAD 1065, 19.5 M (64.0 FT) SOUTH OF THE STATION
 JF0944'MARK, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 JF0944'NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH WITH
 JF0944'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1546 ***********************************************************************
 JF1546  DESIGNATION -  MCPHERSON SOUTH MUN TANK
 JF1546  PID         -  JF1546
 JF1546  STATE/COUNTY-  KS/MCPHERSON
 JF1546  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF1546
 JF1546                         *CURRENT SURVEY CONTROL
 JF1546  ___________________________________________________________________
 JF1546* NAD 83(1997)-  38 22 14.28307(N)    097 39 00.09458(W)     ADJUSTED  
 JF1546* NAVD 88     -                                                        
 JF1546  ___________________________________________________________________
 JF1546  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 JF1546  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF1546
 JF1546  HORZ ORDER  -  THIRD
 JF1546
 JF1546.The horizontal coordinates were established by classical geodetic methods
 JF1546.and adjusted by the National Geodetic Survey in October 1998..
 JF1546
 JF1546
 JF1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1546
 JF1546.The geoid height was determined by GEOID03.
 JF1546
 JF1546;                    North         East     Units Scale Factor Converg.
 JF1546;SPC KS S     -   589,456.844   474,274.514   MT  0.99996711   +0 31 20.4
 JF1546;UTM  14      - 4,247,801.430   617,927.611   MT  0.99977127   +0 50 17.1
 JF1546
 JF1546                          SUPERSEDED SURVEY CONTROL
 JF1546
 JF1546  NAD 83(1986)-  38 22 14.29386(N)    097 39 00.09555(W) AD(       ) 4
 JF1546  NAD 27      -  38 22 14.26509(N)    097 38 58.93903(W) AD(       ) 3
 JF1546
 JF1546.Superseded values are not recommended for survey control.
 JF1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1546.See file dsdata.txt to determine how the superseded data were derived.
 JF1546
 JF1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1792847801(NAD 83)
 JF1546_MARKER: 53 = ELEVATED TANK
 JF1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF1546+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 JF1546
 JF1546  HISTORY     - Date     Condition        Report By
 JF1546  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1546  HISTORY     - 1987     GOOD             NOS
 JF1546  HISTORY     - 20030711 GOOD             USPSQD
 JF1546
 JF1546                          STATION DESCRIPTION
 JF1546
 JF1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1546'THE STATION IS THE LIGHT ON TOP CENTER OF THE MCPHERSON MUNICIPAL
 JF1546'SOUTH WATER TANK THAT IS LOCATED 100 FEET EAST OF THE RESIDENCE AT
 JF1546'204 LAKESIDE DRIVE IN THE CENTRAL AREA OF MCPHERSON.  IT IS A
 JF1546'ROUND STEEL TANK PAINTED WHITE AND IS SUPPORTED BY 8 STEEL LEGS.
 JF1546'IT IS 120 FEET HIGH.
 JF1546
 JF1546                          STATION RECOVERY (1987)
 JF1546
 JF1546'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 JF1546'THE STATION WAS RECOVERED AT THIS DATE.
 JF1546'THE TANKS GEODETIC POSITION WAS VERIFIED FROM STATION 35 14.
 JF1546'
 JF1546'RECOVERED BY P B WALBOLT.
 JF1546
 JF1546                          STATION RECOVERY (2003)
 JF1546
 JF1546'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 JF1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1543 ***********************************************************************
 JF1543  DESIGNATION -  MCPHERSON TV RELAY MICROWAVE
 JF1543  PID         -  JF1543
 JF1543  STATE/COUNTY-  KS/MCPHERSON
 JF1543  USGS QUAD   -  GALVA (1985)
 JF1543
 JF1543                         *CURRENT SURVEY CONTROL
 JF1543  ___________________________________________________________________
 JF1543* NAD 83(1997)-  38 22 32.24193(N)    097 36 06.34872(W)     ADJUSTED  
 JF1543* NAVD 88     -                                                        
 JF1543  ___________________________________________________________________
 JF1543  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 JF1543  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 JF1543
 JF1543  HORZ ORDER  -  THIRD
 JF1543
 JF1543.The horizontal coordinates were established by classical geodetic methods
 JF1543.and adjusted by the National Geodetic Survey in October 1998..
 JF1543
 JF1543
 JF1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1543
 JF1543.The geoid height was determined by GEOID03.
 JF1543
 JF1543;                    North         East     Units Scale Factor Converg.
 JF1543;SPC KS S     -   590,050.089   478,486.467   MT  0.99996780   +0 33 07.2
 JF1543;UTM  14      - 4,248,417.775   622,135.428   MT  0.99978371   +0 52 05.3
 JF1543
 JF1543                          SUPERSEDED SURVEY CONTROL
 JF1543
 JF1543  NAD 83(1986)-  38 22 32.25263(N)    097 36 06.35004(W) AD(       ) 4
 JF1543  NAD 27      -  38 22 32.22621(N)    097 36 05.20260(W) AD(       ) 3
 JF1543
 JF1543.Superseded values are not recommended for survey control.
 JF1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1543.See file dsdata.txt to determine how the superseded data were derived.
 JF1543
 JF1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2213548418(NAD 83)
 JF1543_MARKER: 44 = MICROWAVE MAST
 JF1543
 JF1543  HISTORY     - Date     Condition        Report By
 JF1543  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1543  HISTORY     - 1987     GOOD             NOS
 JF1543
 JF1543                          STATION DESCRIPTION
 JF1543
 JF1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1543'THE STATION IS THE RED LIGHT ON TOP OF THE JOHN M. MONROE VUMORE
 JF1543'COMPANY, MID-KANSAS INCORPORATED, OF MANHATTAN, KANSAS, TELEVISION
 JF1543'MICROWAVE RELAY MAST WHICH HAS NO CALL LETTERS.  IT IS LOCATED
 JF1543'ABOUT 2 MILES EAST OF MCPHERSON, AND 0.1 MILE WEST OF THE JUNCTION
 JF1543'OF THE OLD AND NEW U.S. HIGHWAYS 56.  IT IS A STEEL MAST WITH TWO
 JF1543'SCREENS ON TOP AND ONE ABOUT HALFWAY UP.  THE TELEVISION RELAY MAST
 JF1543'IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND IS 400 FEET
 JF1543'HIGH.
 JF1543
 JF1543                          STATION RECOVERY (1987)
 JF1543
 JF1543'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 JF1543'THE STATION WAS RECOVERED AT THIS DATE.
 JF1543'THE MICROWAVES GEODETIC POSITION WAS VERIFIED FROM STATION MATT.
 JF1543'
 JF1543'RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0921 ***********************************************************************
 HH0921  DESIGNATION -  MEADE MICH WISC PIPE MICROWAVE
 HH0921  PID         -  HH0921
 HH0921  STATE/COUNTY-  KS/MEADE
 HH0921  USGS QUAD   -  IRISH FLATS (1983)
 HH0921
 HH0921                         *CURRENT SURVEY CONTROL
 HH0921  ___________________________________________________________________
 HH0921* NAD 83(1997)-  37 04 24.33082(N)    100 28 22.58152(W)     ADJUSTED  
 HH0921* NAVD 88     -                                                        
 HH0921  ___________________________________________________________________
 HH0921  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 HH0921  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 HH0921
 HH0921  HORZ ORDER  -  THIRD
 HH0921
 HH0921.The horizontal coordinates were established by classical geodetic methods
 HH0921.and adjusted by the National Geodetic Survey in October 1998..
 HH0921
 HH0921
 HH0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0921
 HH0921.The geoid height was determined by GEOID03.
 HH0921
 HH0921;                    North         East     Units Scale Factor Converg.
 HH0921;SPC KS S     -   447,001.095   224,559.826   MT  1.00004360   -1 12 44.7
 HH0921;SPC OK N     -   232,867.921   380,099.681   MT  1.00007038   -1 27 33.8
 HH0921;SPC OK N     -   764,000.84  1,247,043.70   sFT  1.00007038   -1 27 33.8
 HH0921;UTM  14      - 4,104,032.427   369,065.801   MT  0.99981119   -0 53 17.1
 HH0921
 HH0921                          SUPERSEDED SURVEY CONTROL
 HH0921
 HH0921  NAD 83(1997)-  37 04 24.33820(N)    100 28 22.58148(W) AD(       ) 4
 HH0921  NAD 83(1986)-  37 04 24.33581(N)    100 28 22.57658(W) AD(       ) 4
 HH0921  NAD 27      -  37 04 24.24320(N)    100 28 21.04086(W) AD(       ) 3
 HH0921
 HH0921.Superseded values are not recommended for survey control.
 HH0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0921.See file dsdata.txt to determine how the superseded data were derived.
 HH0921
 HH0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG6906604032(NAD 83)
 HH0921_MARKER: 44 = MICROWAVE MAST
 HH0921
 HH0921  HISTORY     - Date     Condition        Report By
 HH0921  HISTORY     - 1970     FIRST OBSERVED   NGS
 HH0921
 HH0921                          STATION DESCRIPTION
 HH0921
 HH0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0921'THE STATION IS THE RED LIGHT ON TOP OF THE MICHIGAN WISCONSIN
 HH0921'PIPELINE COMPANY MICROWAVE MAST THAT IS LOCATED 20 MILES SOUTH OF
 HH0921'MEADE, 0.1 MILE WEST OF STATE HIGHWAY 23, AND IN THE SOUTHWEST
 HH0921'AREA OF THE MEADE COMPRESSOR STATION.  IT IS A STEEL STRUCTURE
 HH0921'PAINTED ALTERNATE SECTIONS OF RED AND WHITE AND IS 234 FEET
 HH0921'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0061 ***********************************************************************
 HH0061  DESIGNATION -  MEADE RESET
 HH0061  PID         -  HH0061
 HH0061  STATE/COUNTY-  KS/MEADE
 HH0061  USGS QUAD   -  MEADE (1983)
 HH0061
 HH0061                         *CURRENT SURVEY CONTROL
 HH0061  ___________________________________________________________________
 HH0061* NAD 83(1986)-  37 17 07.     (N)    100 20 24.     (W)     SCALED    
 HH0061* NAVD 88     -       760.83   (meters)    2496.2    (feet)  RESET     
 HH0061  ___________________________________________________________________
 HH0061  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 HH0061
 HH0061  VERT ORDER  -  THIRD
 HH0061
 HH0061.The horizontal coordinates were scaled from a topographic map and have
 HH0061.an estimated accuracy of +/- 6 seconds.
 HH0061
 HH0061.The orthometric height was computed from unverified reset data.
 HH0061
 HH0061.The geoid height was determined by GEOID03.
 HH0061
 HH0061;                    North         East    Units  Estimated Accuracy
 HH0061;SPC KS S     -   470,270.      236,840.      MT  (+/- 180 meters Scaled)
 HH0061
 HH0061                          SUPERSEDED SURVEY CONTROL
 HH0061
 HH0061.No superseded survey control is available for this station.
 HH0061
 HH0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG812273(NAD 83)
 HH0061_MARKER: DB = BENCH MARK DISK
 HH0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0061_STAMPING: MEADE RESET 1969
 HH0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0061+STABILITY: SURFACE MOTION
 HH0061
 HH0061  HISTORY     - Date     Condition        Report By
 HH0061  HISTORY     - 1969     MONUMENTED       LOCENG
 HH0061  HISTORY     - 20040821 GOOD             USPSQD
 HH0061
 HH0061                          STATION DESCRIPTION
 HH0061
 HH0061'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 HH0061'AT MEADE.
 HH0061'AT MEADE, LOCATED ON FOWLER STREET IN FRONT OF THE CITY HALL, 24
 HH0061'FEET WEST OF THE CITY HALL BUILDING, 3 FEET NORTH OF THE SIDEWALK
 HH0061'TO THE CITY HALL, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HH0061'GROUND AND SET 5.5 FEET DEEP IN THE GROUND.
 HH0061
 HH0061                          STATION RECOVERY (2004)
 HH0061
 HH0061'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HH0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1046 ***********************************************************************
 HH1046  DESIGNATION -  MEADEPORT
 HH1046  PID         -  HH1046
 HH1046  STATE/COUNTY-  KS/MEADE
 HH1046  USGS QUAD   -  MEADE (1983)
 HH1046
 HH1046                         *CURRENT SURVEY CONTROL
 HH1046  ___________________________________________________________________
 HH1046* NAD 83(1997)-  37 17 03.22554(N)    100 21 26.94459(W)     ADJUSTED  
 HH1046* NAVD 88     -       767.6    (meters)    2518.     (feet)  VERTCON   
 HH1046  ___________________________________________________________________
 HH1046  X           -    -913,605.720 (meters)                     COMP
 HH1046  Y           -  -4,998,734.020 (meters)                     COMP
 HH1046  Z           -   3,842,987.029 (meters)                     COMP
 HH1046  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 HH1046  ELLIP HEIGHT-         741.23  (meters)          (10/02/98) GPS OBS
 HH1046  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 HH1046
 HH1046  HORZ ORDER  -  THIRD
 HH1046  ELLP ORDER  -  FOURTH    CLASS I
 HH1046
 HH1046.This mark is at Meade Municipal Airport (MEJ)
 HH1046
 HH1046.The horizontal coordinates were established by GPS observations
 HH1046.and adjusted by the National Geodetic Survey in October 1998..
 HH1046
 HH1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH1046
 HH1046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HH1046
 HH1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1046
 HH1046.The ellipsoidal height was determined by GPS observations
 HH1046.and is referenced to NAD 83.
 HH1046
 HH1046.The geoid height was determined by GEOID03.
 HH1046
 HH1046;                    North         East     Units Scale Factor Converg.
 HH1046;SPC KS S     -   470,181.250   235,291.103   MT  0.99999659   -1 08 29.3
 HH1046;UTM  14      - 4,127,267.245   379,664.401   MT  0.99977838   -0 49 20.7
 HH1046
 HH1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1046!SPC KS S     -   0.99988369  x   0.99999659  =   0.99988028
 HH1046!UTM  14      -   0.99988369  x   0.99977838  =   0.99966210
 HH1046
 HH1046:                Primary Azimuth Mark                     Grid Az
 HH1046:SPC KS S     -  MEADEPORT AZ MK                          180 44 20.8
 HH1046:UTM  14      -  MEADEPORT AZ MK                          180 25 12.2
 HH1046
 HH1046|---------------------------------------------------------------------|
 HH1046| PID    Reference Object                     Distance      Geod. Az  |
 HH1046|                                                           dddmmss.s |
 HH1046| HH1047 MEADEPORT AZ MK                     APPROX. 0.6 KM 1793551.5 |
 HH1046|---------------------------------------------------------------------|
 HH1046
 HH1046                          SUPERSEDED SURVEY CONTROL
 HH1046
 HH1046  NAD 83(1997)-  37 17 03.22951(N)    100 21 26.94323(W) AD(       ) 3
 HH1046  NAD 83(1986)-  37 17 03.22641(N)    100 21 26.94674(W) AD(       ) 3
 HH1046  NGVD 29 (02/23/90)  767.3    (m)         2517.     (f) GPS OBS        
 HH1046
 HH1046.Superseded values are not recommended for survey control.
 HH1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1046.See file dsdata.txt to determine how the superseded data were derived.
 HH1046
 HH1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG7966427267(NAD 83)
 HH1046_MARKER: I = METAL ROD
 HH1046_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HH1046_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HH1046_STAMPING: MEADEPORT 1989
 HH1046_MARK LOGO: NGS   
 HH1046_PROJECTION: FLUSH
 HH1046_MAGNETIC: I = MARKER IS A STEEL ROD
 HH1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH1046+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HH1046_ROD/PIPE-DEPTH: 18.3 meters
 HH1046_SLEEVE-DEPTH  : 01.0 meters
 HH1046
 HH1046  HISTORY     - Date     Condition        Report By
 HH1046  HISTORY     - 1989     MONUMENTED       NGS
 HH1046
 HH1046                          STATION DESCRIPTION
 HH1046
 HH1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HH1046'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF MEADE, AT THE
 HH1046'MEADE MUNICIPAL AIRPORT, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF THE
 HH1046'CONNECTING TAXIWAY AND THE SINGLE PAVED RUNWAY.  OWNERSHIP--CITY OF
 HH1046'MEADE, C/O AIRPORT MANAGER ALAN BRINGHAM, DRAWER A, MEADE KS 67864.
 HH1046'PHONE (316)873-5191.
 HH1046'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 160 AND
 HH1046'STATE HIGHWAY 23 IN MEADE, GO WEST FOR 1.7 KM (1.05 MI) ON HIGHWAYS 54
 HH1046'AND 160 TO A PAVED DRIVE LEFT.  TURN LEFT AND GO SOUTH FOR 20 METERS
 HH1046'ON THE AIRPORT ENTRANCE DRIVE TO A PARKING AREA AND THE AIRPORT OFFICE
 HH1046'ON THE LEFT.  TURN RIGHT AND GO WEST FOR 20 METERS ACROSS THE PARKING
 HH1046'AREA TO A PAVED ROAD CURVING TO THE SOUTH AROUND A FUEL PUMP.
 HH1046'CONTINUE WEST THEN SOUTH FOR 25 METERS ON THE PAVED ROAD TO A PAVED
 HH1046'DRIVE LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE
 HH1046'PAVED DRIVE AND ACROSS THE APRON TO A CONNECTING TAXIWAY LEFT.  TURN
 HH1046'LEFT AND GO EAST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY,
 HH1046'PASSING BETWEEN FOUR HANGARS, TO THE STATION ON THE RIGHT, JUST BEFORE
 HH1046'REACHING THE PAVED RUNWAY.
 HH1046'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HH1046'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 18.3 METERS IN A
 HH1046'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 HH1046'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 HH1046'LOCATED 17.1 M (56.1 FT) SOUTHWEST FROM THE JUNCTION OF THE CENTER OF
 HH1046'THE CONNECTING TAXIWAY AND THE WEST EDGE OF THE RUNWAY, 9.5 M
 HH1046'(31.2 FT) SOUTH FROM THE SOUTH EDGE OF THE CONNECTING TAXIWAY, AND 6.7
 HH1046'M (22.0 FT) WEST FROM THE WEST EDGE OF THE RUNWAY.
 HH1046'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1047 ***********************************************************************
 HH1047  DESIGNATION -  MEADEPORT AZ MK
 HH1047  PID         -  HH1047
 HH1047  STATE/COUNTY-  KS/MEADE
 HH1047  USGS QUAD   -  MEADE (1983)
 HH1047
 HH1047                         *CURRENT SURVEY CONTROL
 HH1047  ___________________________________________________________________
 HH1047* NAD 83(1997)-  37 16 43.46543(N)    100 21 26.77093(W)     ADJUSTED  
 HH1047* NAVD 88     -       766.5    (meters)    2515.     (feet)  VERTCON   
 HH1047  ___________________________________________________________________
 HH1047  X           -    -913,667.701 (meters)                     COMP
 HH1047  Y           -  -4,999,096.939 (meters)                     COMP
 HH1047  Z           -   3,842,501.592 (meters)                     COMP
 HH1047  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 HH1047  ELLIP HEIGHT-         740.11  (meters)          (10/02/98) GPS OBS
 HH1047  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 HH1047
 HH1047  HORZ ORDER  -  THIRD
 HH1047  ELLP ORDER  -  FOURTH    CLASS I
 HH1047
 HH1047.This mark is at Meade Municipal Airport (MEJ)
 HH1047
 HH1047.The horizontal coordinates were established by GPS observations
 HH1047.and adjusted by the National Geodetic Survey in October 1998..
 HH1047
 HH1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH1047
 HH1047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HH1047
 HH1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1047
 HH1047.The ellipsoidal height was determined by GPS observations
 HH1047.and is referenced to NAD 83.
 HH1047
 HH1047.The geoid height was determined by GEOID03.
 HH1047
 HH1047;                    North         East     Units Scale Factor Converg.
 HH1047;SPC KS S     -   469,572.111   235,283.245   MT  0.99999765   -1 08 29.2
 HH1047;UTM  14      - 4,126,658.205   379,659.936   MT  0.99977839   -0 49 20.2
 HH1047
 HH1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1047!SPC KS S     -   0.99988387  x   0.99999765  =   0.99988152
 HH1047!UTM  14      -   0.99988387  x   0.99977839  =   0.99966229
 HH1047
 HH1047:                Primary Azimuth Mark                     Grid Az
 HH1047:SPC KS S     -  MEADEPORT                                000 44 20.8
 HH1047:UTM  14      -  MEADEPORT                                000 25 11.8
 HH1047
 HH1047|---------------------------------------------------------------------|
 HH1047| PID    Reference Object                     Distance      Geod. Az  |
 HH1047|                                                           dddmmss.s |
 HH1047| HH1046 MEADEPORT                           APPROX. 0.6 KM 3593551.6 |
 HH1047|---------------------------------------------------------------------|
 HH1047
 HH1047                          SUPERSEDED SURVEY CONTROL
 HH1047
 HH1047  NAD 83(1997)-  37 16 43.46938(N)    100 21 26.76959(W) AD(       ) 3
 HH1047  NAD 83(1986)-  37 16 43.46630(N)    100 21 26.77306(W) AD(       ) 3
 HH1047  NGVD 29 (02/23/90)  766.2    (m)         2514.     (f) GPS OBS        
 HH1047
 HH1047.Superseded values are not recommended for survey control.
 HH1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1047.See file dsdata.txt to determine how the superseded data were derived.
 HH1047
 HH1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG7966026658(NAD 83)
 HH1047_MARKER: I = METAL ROD
 HH1047_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HH1047_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HH1047_STAMPING: MEADEPORT AZ MK 1989
 HH1047_MARK LOGO: NGS   
 HH1047_PROJECTION: FLUSH
 HH1047_MAGNETIC: I = MARKER IS A STEEL ROD
 HH1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH1047+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HH1047_ROD/PIPE-DEPTH: 11.1 meters
 HH1047_SLEEVE-DEPTH  : 01.0 meters
 HH1047
 HH1047  HISTORY     - Date     Condition        Report By
 HH1047  HISTORY     - 1989     MONUMENTED       NGS
 HH1047
 HH1047                          STATION DESCRIPTION
 HH1047
 HH1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HH1047'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) WEST OF MEADE, AT THE
 HH1047'MEADE MUNICIPAL AIRPORT, ALONG THE WEST EDGE AND NEAR THE CENTER OF
 HH1047'THE PAVED RUNWAY.  OWNERSHIP--CITY OF MEADE, C/O AIRPORT MANAGER ALAN
 HH1047'BRINGHAM, DRAWER A, MEADE KS 67864.  PHONE (316)873-5191.
 HH1047'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 160 AND
 HH1047'STATE HIGHWAY 23 IN MEADE, GO WEST FOR 1.7 KM (1.05 MI) ON HIGHWAYS 54
 HH1047'AND 160 TO A PAVED DRIVE LEFT.  TURN LEFT AND GO SOUTH FOR 20 METERS
 HH1047'ON THE AIRPORT ENTRANCE DRIVE TO A PARKING AREA AND THE AIRPORT OFFICE
 HH1047'ON THE LEFT.  TURN RIGHT AND GO WEST FOR 20 METERS ACROSS THE PARKING
 HH1047'AREA TO A PAVED ROAD CURVING TO THE SOUTH AROUND A FUEL PUMP.
 HH1047'CONTINUE WEST THEN SOUTH ON THE PAVED ROAD TO A PAVED DRIVE LEFT.
 HH1047'TURN LEFT AND GO SOUTHEAST FOR 0.1 KM (0.05 MI) ON THE PAVED DRIVE AND
 HH1047'ACROSS THE APRON TO A CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO EAST
 HH1047'FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY, PASSING BETWEEN FOUR
 HH1047'HANGARS, TO THE PAVED RUNWAY.  TURN RIGHT AND GO SOUTH FOR 0.6 KM
 HH1047'(0.35 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT BETWEEN THE 10TH
 HH1047'AND 11TH WHITE RUNWAY LIGHTS SOUTH FROM THE NORTH END OF THE RUNWAY
 HH1047'AND JUST BEFORE A CONCRETE DRAIN PIPE UNDER THE RUNWAY.
 HH1047'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HH1047'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 11.1 METERS IN A GREASE
 HH1047'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HH1047'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HH1047'19.2 M (63.0 FT) NORTHEAST FROM THE TOP CENTER OF THE WEST END OF A
 HH1047'0.9 METER CONCRETE DRAIN PIPE UNDER THE RUNWAY, 11.9 M (39.0 FT) NORTH
 HH1047'FROM THE TOP CENTER OF A 0.9 METER CONCRETE DRAIN PIPE UNDER THE
 HH1047'RUNWAY, 6.9 M (22.6 FT) WEST FROM THE WEST EDGE OF THE RUNWAY, AND 6.2
 HH1047'M (20.3 FT) SOUTH-SOUTHWEST FROM THE 10TH WHITE RUNWAY LIGHT SOUTH
 HH1047'FROM THE NORTH END OF THE RUNWAY.
 HH1047'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0640 ***********************************************************************
 KG0640  FBN         -  This is a Federal Base Network Control Station.
 KG0640  DESIGNATION -  MEADES RANCH RESET
 KG0640  PID         -  KG0640
 KG0640  STATE/COUNTY-  KS/OSBORNE
 KG0640  USGS QUAD   -  MEADES RANCH (1978)
 KG0640
 KG0640                         *CURRENT SURVEY CONTROL
 KG0640  ___________________________________________________________________
 KG0640* NAD 83(1997)-  39 13 26.71169(N)    098 32 31.74579(W)     ADJUSTED  
 KG0640* NAVD 88     -       600.3    (meters)    1969.     (feet)  GPS OBS   
 KG0640  ___________________________________________________________________
 KG0640  X           -    -734,972.577 (meters)                     COMP
 KG0640  Y           -  -4,893,188.523 (meters)                     COMP
 KG0640  Z           -   4,011,982.818 (meters)                     COMP
 KG0640  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 KG0640  ELLIP HEIGHT-         573.99  (meters)          (08/12/03) GPS OBS
 KG0640  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 KG0640
 KG0640  HORZ ORDER  -  B
 KG0640  ELLP ORDER  -  FOURTH    CLASS I
 KG0640
 KG0640.The horizontal coordinates were established by GPS observations
 KG0640.and adjusted by the National Geodetic Survey in December 1997..
 KG0640
 KG0640.The orthometric height was determined by GPS observations and a
 KG0640.high-resolution geoid model.
 KG0640
 KG0640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KG0640
 KG0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0640
 KG0640.The ellipsoidal height was determined by GPS observations
 KG0640.and is referenced to NAD 83.
 KG0640
 KG0640.The geoid height was determined by GEOID03.
 KG0640
 KG0640;                    North         East     Units Scale Factor Converg.
 KG0640;SPC KS N     -    99,023.836   353,186.150   MT  0.99995696   -0 20 34.9
 KG0640;UTM  14      - 4,341,744.044   539,520.622   MT  0.99961923   +0 17 22.3
 KG0640
 KG0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0640!SPC KS N     -   0.99990995  x   0.99995696  =   0.99986692
 KG0640!UTM  14      -   0.99990995  x   0.99961923  =   0.99952922
 KG0640
 KG0640|---------------------------------------------------------------------|
 KG0640| PID    Reference Object                     Distance      Geod. Az  |
 KG0640|                                                           dddmmss.s |
 KG0640| CO1942 MEADES RANCH WP NORTH                 2.624 METERS 00001     |
 KG0640| KG0624 TIPTON MUNICIPAL TANK               APPROX.14.4 KM 0250133.8 |
 KG0640| CO1769 MEADES RANCH RM 3                    75.274 METERS 07555     |
 KG0640| CO1767 MEADES RANCH RM 1                     3.784 METERS 09003     |
 KG0640| CO2417 MEADES RANCH WP SOUTH                 2.615 METERS 17942     |
 KG0640| CO1766 MEADES RANCH AZ MK                                 1983745.3 |
 KG0640| CO1768 MEADES RANCH RM 2                     3.816 METERS 26952     |
 KG0640|---------------------------------------------------------------------|
 KG0640
 KG0640                          SUPERSEDED SURVEY CONTROL
 KG0640
 KG0640  ELLIP H (12/22/97)  574.04   (m)                       GP(       ) 4 1
 KG0640  NAD 83(1986)-  39 13 26.71982(N)    098 32 31.74686(W) AD(       ) 1
 KG0640  NAD 27      -  39 13 26.68600(N)    098 32 30.50600(W) AD(       ) 1
 KG0640  NGVD 29 (07/19/86)  599.4    (m)         1967.     (f) VERT ANG       
 KG0640
 KG0640.Superseded values are not recommended for survey control.
 KG0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0640.See file dsdata.txt to determine how the superseded data were derived.
 KG0640
 KG0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ3952141744(NAD 83)
 KG0640_MARKER: DS = TRIANGULATION STATION DISK
 KG0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0640_SP_SET: CONCRETE POST
 KG0640_STAMPING: MEADES RANCH 1891
 KG0640_MARK LOGO: CGS   
 KG0640_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0640+STABILITY: SURFACE MOTION
 KG0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0640+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 KG0640
 KG0640  HISTORY     - Date     Condition        Report By
 KG0640  HISTORY     - 1948     MONUMENTED       CGS
 KG0640  HISTORY     - 1948     GOOD             CGS
 KG0640  HISTORY     - 1950     GOOD             CGS
 KG0640  HISTORY     - 1953     GOOD             CGS
 KG0640  HISTORY     - 1958     GOOD             CGS
 KG0640  HISTORY     - 1965     GOOD             CGS
 KG0640  HISTORY     - 1967     GOOD             CGS
 KG0640  HISTORY     - 1975     GOOD             NGS
 KG0640  HISTORY     - 19890622 GOOD             NGS
 KG0640  HISTORY     - 19970327 GOOD             NGS
 KG0640  HISTORY     - 20020820 GOOD             NGS
 KG0640  HISTORY     - 20060614 GOOD             GEOCAC
 KG0640
 KG0640                          STATION DESCRIPTION
 KG0640
 KG0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MZB)
 KG0640'STATION IS LOCATED ABOUT 12 MILES NORTH OF LUCAS, 9 MILES SW OF
 KG0640'TIPTON, 2.5 MILES NORTH OF THE HOME OF MR. FRANK RIBINSON (PRESENT
 KG0640'OWNER OF PROPERTY), IN THE SW 1/4 SEC. 34, T 9 S., R 11W., 237 FEET
 KG0640'W OF THE EAST SECTION LINE FENCE AND 1,541 FEET NORTH OF THE SOUTH
 KG0640'SECTION LINE FENCE.  ABOUT DUE W OF A GATE IN THE EAST LINE
 KG0640'FENCE, ON THE HIGHEST POINT OF A PROMINENT E-W RIDGE, WHICH IS ALL
 KG0640'PASTURE LANDS.
 KG0640'
 KG0640'TO REACH FROM LUCAS, GO N ON RT. 691 (DOWNS ROAD), ABOUT 5 MILES TO
 KG0640'THE COUNTY LINE.  TURN E ABOUT 1/2 MILE, THEN N AND PROCEED 5 MILES
 KG0640'TO RT. 412 WEST.  CONTINUE N ON RT. 691 FOR 1.1 MILES TO A GATE ON
 KG0640'THE LEFT (W).  TURN IN THROUGH GATE AND FOLLOW DIM TRAIL ROAD N
 KG0640'AND W THROUGH PASTURE ABOUT 1 MILE TO A GATE IN N-S FENCE LINE
 KG0640'AND THE STATION ABOUT 80 YARDS DUE WEST.
 KG0640'
 KG0640'STATION MARK WAS RECOVERED AS DESCRIBED.
 KG0640'THE NORTH AND SOUTH REFERENCE POSTS WERE RECOVERED IN DESCRIBED
 KG0640'POSITION, BUT DID NOT HAVE, AND NEVER HAVE HAD, THE STANDARD DISKS
 KG0640'AS DESCRIBED.  DESCRIBED UNDERGROUND MARKING WAS NOT INSPECTED.
 KG0640'
 KG0640'THE STATION MARK WAS IN VERY POOR CONDITION AND INDICATED A PROBABLE
 KG0640'ECCENTRIC POSITION OF THE MARK IN A SOUTHWESTERLY DIRECTION.  THIS
 KG0640'POSITION WAS HELD AS NO OTHER COULD BE PROVED.  THIS PROBABLE
 KG0640'ECCENTRICITY WAS CHECKED AND MEASURED TO BE 0.013 METERS, ABOUT 55
 KG0640'DEGREES IN AZIMUTH FROM THE STATION.
 KG0640'
 KG0640'THE RECOVERED MARK WAS CUT OFF ABOUT 14 INCHES BELOW THE GROUND
 KG0640'SURFACE, A HOLE WAS THEN DRILLED AND A 1/4 INCH BRASS BOLT CEMENTED
 KG0640'IN PLACE, MARKING THE POSITION AS RECOVERED, AND COVERED WITH A
 KG0640'FLAT ROCK.  A ROUND FORM WAS THEN CONSTRUCTED FOR THE NEW CONCRETE
 KG0640'MARK, 24 INCHES IN DIAMETER AND TO ABOUT 1 INCH ABOVE THE GROUND
 KG0640'SURFACE A THIN GROUTING MIXTURE WAS THEN APPLIED TO THE OLD
 KG0640'CONCRETE IN THE BOTTOM OF THE CONSTRUCTED FORM AND THE FORM FILLED
 KG0640'WITH A CONCRETE MIXTURE OF THE BEST MATERIALS OBTAINABLE.  THE
 KG0640'MARK WAS DRESSED TO A OVAL TOP, PROJECTING ABOUT 6 INCHES ABOVE
 KG0640'SURFACE AND THE ORIGINAL TABLET SET IN POSITION.  IN EACH OF THE 1922
 KG0640'WITNESS POSTS, A 1/4 INCH BRASS BOLT WITH CROSS WAS CEMENTED IN A
 KG0640'DRILL HOLE AT ESTIMATED CENTER OF STONE.
 KG0640'
 KG0640'R. M. NO. 1 - ESTABLISHED IN 1948, IS A STANDARD REFERENCE DISK
 KG0640'CEMENTED IN A DRILL HOLE IN TOP OF A SAND LIME STONE POST 8X8X30
 KG0640'INCHES, SET IN CONCRETE FOOTING, PROJECTING ABOUT 8 INCHES, AND IS
 KG0640'3.777 METERS EAST OF THE STATION.
 KG0640'
 KG0640'R. M. NO. 2 - ESTABLISHED IN 1948, IS A STANDARD REFERENCE TABLET
 KG0640'CEMENTED IN A DRILL HOLE IN TOP OF A SAND LIME STONE POST 8X8X26
 KG0640'INCHES, SET IN CONCRETE FOOTING, ABOUT FLUSH WITH THE GROUND, AND
 KG0640'IS 3.804 METERS WEST OF THE STATION.
 KG0640
 KG0640                          STATION RECOVERY (1948)
 KG0640
 KG0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 KG0640'RECOVERED IN GOOD CONDITION.
 KG0640
 KG0640                          STATION RECOVERY (1950)
 KG0640
 KG0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0640'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 KG0640'WITNESS POSTS NORTH AND SOUTH WERE RECOVERED AND FOUND IN GOOD
 KG0640'CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 KG0640'
 KG0640'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KG0640'
 KG0640'THE STATION IS LOCATED ABOUT 12.0 MILES NORTH OF LUCAS, 9.0 MILES
 KG0640'SOUTH OF TIPTON, NEAR THE EAST SIDE OF A LARGE PASTURE OWNED BY MR.
 KG0640'FRANK ROBINSON, 2.5 MILES NORTH OF MR. J.E. ROBINSONS RANCH, ON
 KG0640'THE HIGHEST POINT OF A PROMINENT RIDGE AND 300.0 FEET WEST OF A
 KG0640'WIRE GATE IN A NORTH AND SOUTH FENCE LINE.  IT IS STAMPED MEADES
 KG0640'RANCH 1891, SET IN A ROUND CONCRETE BASE ABOUT 2 FEET IN
 KG0640'DIAMETER AND PROJECTS 6 INCHES.
 KG0640'
 KG0640'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.  IT IS
 KG0640'A STANDARD DISK, STAMPED MEADES RANCH NO 1 1948, SET IN A 4 INCH
 KG0640'SQUARE STONE POST PROJECTING 3 INCHES.
 KG0640'
 KG0640'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION.  IT IS
 KG0640'A STANDARD DISK, STAMPED MEADES RANCH NO 2 1948, SET IN A 4 INCH
 KG0640'SQUARE STONE POST PROJECTING 1 INCH.
 KG0640'
 KG0640'WITNESS POST SOUTH IS THE SAME ELEVATION AS THE STATION.  IT IS A
 KG0640'4 INCH SQUARE STONE POST WITH A COPPER RIVET SET IN THE CENTER OF
 KG0640'POST AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 KG0640'
 KG0640'WITNESS POST NORTH IS THE SAME ELEVATION AS THE STATION.  IT IS A
 KG0640'4 INCH SQUARE STONE POST WITH A COPPER RIVET SET IN THE CENTER OF
 KG0640'POST AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 KG0640'
 KG0640'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 24.87 FEET.
 KG0640'
 KG0640'THE AZIMUTH MARK IS 14.0 FEET EAST OF THE CENTER OF A WIRE GATE,
 KG0640'2.5 FEET SOUTHEAST OF EAST GATE POST, 1.5 FEET EAST OF A FENCE
 KG0640'LINE AND 1.5 FEET NORTH OF A WITNESS POST.  IT IS STAMPED MEADES
 KG0640'RANCH 1950 AND PROJECTS 4 INCHES.
 KG0640'
 KG0640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 24 AND
 KG0640'STATE HIGHWAY NO. 181 AT THE NORTH EDGE OF DOWNS, GO SOUTH
 KG0640'(PASSING THROUGH THE MAIN PART OF TOWN) AND CONTINUE SOUTH ON MAIN
 KG0640'GRAVELED ROAD FOR 6.6 MILES TO RAILROAD CROSSING AT CORINTH,
 KG0640'CONTINUE SOUTH ON MAIN GRAVELED ROAD FOR 2.5 MILES.  TURN LEFT
 KG0640'AND GO EAST FOR 1.0 MILE, TURN RIGHT AND GO SOUTH ON MAIN
 KG0640'GRAVELED ROAD FOR 3.05 MILES TO FORKS ABOUT 3.0 MILES WEST OF
 KG0640'TIPTON, CONTINUE SOUTH ON MAIN GRAVELED ROAD FOR 9.35 MILES
 KG0640'TO CROSSROADS, TURN RIGHT AND GO WEST ON COUNTY ROUTE NO. 412 FOR
 KG0640'1.0 MILE TO A T-ROAD LEFT AT ENTRANCE TO FIELD ON RIGHT.  TURN
 KG0640'RIGHT AND FOLLOW TRACK ROAD NORTH ALONG THE EAST SIDE OF FENCE
 KG0640'FOR 0.25 MILE TO A WIRE GATE IN A EAST-WEST FENCE AT FENCE
 KG0640'CORNER, GO THROUGH GATE AND CONTINUE NORTH ON TRACK ROAD ALONG
 KG0640'THE EAST SIDE OF FENCE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 KG0640'LEFT AS DESCRIBED.  CONTINUE NORTH ON TRACK ROAD FOR 0.45 MILE
 KG0640'TO WIRE GATE IN NORTHWEST CORNER OF PASTURE, GO THROUGH GATE AND
 KG0640'CONTINUE NORTH AND NORTHEAST ON TRACK ROAD FOR 0.15 MILE TO
 KG0640'FORKS, TAKE RIGHT FORK FOR 0.15 MILE TO FORKS, TAKE LEFT FORK
 KG0640'FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 KG0640
 KG0640                          STATION RECOVERY (1953)
 KG0640
 KG0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (AMS)
 KG0640'STATION RECOVERED AS DESCRIBED.  A BRONZE MARKER IS SET IN THE TOP
 KG0640'OF A MUSHROOM SHAPED BLOCK OF CONCRETE ABOUT FIVE INCHES ABOVE
 KG0640'GROUND, AND ABOUT 22 INCHES IN DIAMETER.  TWO BRONZE REFERENCE
 KG0640'TABLETS SET IN CONCRETE BLOCKS ABOUT 8 INCHES SQUARE AND 5 INCHES
 KG0640'ABOVE GROUND, ARE SET ABOUT 8 FEET NORTH AND ABOUT 8 FEET SOUTH
 KG0640'OF CENTER MARK.  ALL MARKS ARE IN GOOD CONDITION.
 KG0640
 KG0640                          STATION RECOVERY (1958)
 KG0640
 KG0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KG0640'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 KG0640'CONDITION.  THIS IS GRAZING COUNTRY AND THE MARKS SHOULD REMAIN IN
 KG0640'GOOD CONDITION UNLESS THEY ARE MOLESTED.
 KG0640
 KG0640                          STATION RECOVERY (1965)
 KG0640
 KG0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 KG0640'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KG0640'GOOD CONDITION.  A NEW TO REACH FOLLOWS.
 KG0640'
 KG0640'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN OF
 KG0640'OSBORNE, GO SOUTH ON U.S. HIGHWAY 281 FOR 0.7 MILE TO BRIDGE OVER
 KG0640'THE SOLOMON RIVER.  CONTINUE SOUTH ON U.S. HIGHWAY 281 FOR 16.3
 KG0640'MILES TO CROSSROADS.  TURN LEFT AND GO EAST FOR 4.0 MILES TO
 KG0640'CROSSROADS.  TURN LEFT AND GO NORTH FOR 1.0 MILE, THEN TURN RIGHT
 KG0640'AND FOLLOW THE MAIN GRAVEL ROAD EAST FOR 4.2 MILES TO A GATE ON
 KG0640'THE LEFT JUST AFTER PASSING MR. J.E. ROBINSONS RACHN BUILDINGS
 KG0640'ON THE RIGHT.  TURN LEFT THRU GATE AND GO NORTH ON TRACK ROAD
 KG0640'ACROSS PASTURE FOR 0.8 MILE TO A GATE IN AN EASTWEST FENCELINE.
 KG0640'PASS THRU GATE AND CONTINUE NORTH ACROSS PASTURE FOR 0.45 MILE TO
 KG0640'THE HIGHEST GROUND AND THE STATION, ABOUT 100 YARDS WEST OF A
 KG0640'NORTH-SOUTH FENCE.
 KG0640'
 KG0640'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK SOUTH ACROSS
 KG0640'PASTURE FOR 1.25 MILES TO THE GRAVEL ROAD.  TURN RIGHT AND GO WEST
 KG0640'ON GRAVEL ROAD FOR 0.2 MILE TO A GATE ON THE RIGHT.  TURN RIGHT
 KG0640'THRU GATE AND GO NORTH-NORTHEAST ACROSS PASTURE FOR 0.3 MILE TO
 KG0640'GAP IN FENCE.  PASS THRU GAP IN FENCE, BEAR LEFT.  AND FOLLOW
 KG0640'ALONG EAST SIDE OF NORTH SOUTH FENCE FOR 0.2 MILE TO FENCE CORNER AND
 KG0640'THE AZIMUTH MARK.
 KG0640
 KG0640                          STATION RECOVERY (1967)
 KG0640
 KG0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0640'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 KG0640'
 KG0640'LOCATION OF THE STATION WAS NOTED TO BE ADEQUATELY DESCRIBED BUT
 KG0640'THE LAND ON WHICH THE STATION IS ESTABLISHED IS NOW A MR. FRANK
 KG0640'ROBINSON.
 KG0640'
 KG0640'A DOUBLE CHECK WAS MADE OF THE DIRECTION AND DISTANCE TO THE MARKS.
 KG0640'DIRECTION TO THE AZIMUTH MARK, REFERENCE MARK NUMBER 2 AND REFERENCE
 KG0640'POST (SOUTH) CHECKED THE PREVIOUS DATA BUT A DIFFERENCE WAS NOTED
 KG0640'IN THE DIRECTION TO REFERENCE MARK NUMBER 1 AND REFERENCE POST
 KG0640'(SOUTH).
 KG0640'
 KG0640'REFERENCE POSTS (NORTH) AND (SOUTH) WERE TOO CLOSE TO FOCUS THE
 KG0640'INSTRUMENT ON THEREFORE THE POSTS WERE STAKED OUT ON LINE TO TAKE
 KG0640'DIRECTION.
 KG0640'
 KG0640'DISTANCE TO THE REFERENCE MARKS AND REFERENCE POST (SOUTH) WERE NOTED
 KG0640'TO BE IN ERROR BUT DISTANCE TO REFERENCE POST (NORTH) CHECKED
 KG0640'ADEQUATELY.
 KG0640'
 KG0640'A REFERENCE MARK NUMBER 3 WAS ESTABLISHED.  IT IS A STANDARD
 KG0640'REFERENCE MARK DISK, STAMPED MEADES RANCH NO 3 1891 1967, SET IN THE
 KG0640'TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 KG0640'THE GROUND.  MARK IS 85.1 FEET NORTH OF THE NORTH GATE POST OF A
 KG0640'WIRE GATE AND 0.8 FEET WEST OF A NORTH-SOUTH FENCELINE.
 KG0640'
 KG0640'STATION MARK DISK IS STAMPED MEADES RANCH 1891 AND MARK PROJECTS
 KG0640'ABOUT 4 INCHES.  MARK IS 248 FEET WEST OF THE CENTER OF THE WIRE
 KG0640'GATE.
 KG0640'
 KG0640'REFERENCE MARK NUMBER 1 DISK IS STAMPED MEADES RANCH NO 1 1948 AND
 KG0640'THE MARK PROJECTS ABOUT 4 INCHES.
 KG0640'
 KG0640'REFERENCE MARK NUMBER 2 DISK IS STAMPED MEADES RANCH 1948 NO 2 AND
 KG0640'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 KG0640'
 KG0640'REFERENCE POST (SOUTH) HAS A COPPER RIVET IN THE TOP-CENTER AND THE
 KG0640'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 KG0640'
 KG0640'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 181 AND THE
 KG0640'MAIN STREET AT THE SOUTH EDGE OF TIPTON.  GO SOUTH ON HIGHWAY 181
 KG0640'FOR 7.0 MILES TO A FORK.  CONTINUE STRIGHT AHEAD, ON GRAVELED ROAD,
 KG0640'SOUTH FOR 2.05 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO
 KG0640'WEST ON A GRAVELED ROAD FOR 3.0 MILES TO A GRAVELED CROSSROAD.
 KG0640'CONTINUE WEST ON THE GRAVELED ROAD FOR 0.8 MILE TO A WIRE GATE ON
 KG0640'THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE MAIN TRAVELED TRACK
 KG0640'ROAD FOR 0.8 MILE TO THE CENTER OF A DIP IN ROAD AND AN EAST-WEST
 KG0640'TRAIL.  (AZIMUTH MARK IS REACH FROM THIS POINT.  GO WEST KEEPING TO
 KG0640'THE LEFT, SOUTH OF A VALLEY FOR 0.15 MILE TO A WIRE GATE.  PASS
 KG0640'THROUGH THE GATE AND CONTINUE WEST FOR 0.2 MILES TO A FENCE
 KG0640'CORNER AND AZIMUTH MARK AS DESCRIBED BELOW).  CONTINUE NORTHERLY
 KG0640'FROM THE DIP IN THE ROAD AND EAST-WEST TRAIL ON MAIN TRAVELED
 KG0640'ROAD FOR 0.25 MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 KG0640'NORTHERLY ON ROAD FOR 0.35 MILES TO THE STATION MARK.
 KG0640'
 KG0640'AZIMUTH MARK DISK IS STAMPED MEADES RANCH 1950 AND THE MARK PROJECTS
 KG0640'ABOUT 6 INCHES.  MARK IS 9 FEET SOUTHEAST OF THE CENTER OF A GATE,
 KG0640'2.0 FEET SOUTH OF A FENCE CORNER AND GATE POST AND 1.2 FEET NORTH
 KG0640'OF A METAL WITNESS POST.
 KG0640'
 KG0640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES SSW OF
 KG0640'TIPTON.
 KG0640
 KG0640                          STATION RECOVERY (1975)
 KG0640
 KG0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JDS)
 KG0640'THE STATION MARK, REFERENCE MARK 1, WITNESS POST SOUTH AND THE
 KG0640'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 KG0640'NUMBER 2 APPEARS TO BE IN GOOD CONDITION AND IS SOLID BUT PART OF
 KG0640'THE STONE IS CHIPPING AWAY.  ABOUT 1/4 OF THE TOP OF WITNESS POST
 KG0640'NORTH HAS BEEN CHIPPED AWAY.  A DIFFERENCE OF 3-MINUTES AND
 KG0640'37-SECONDS WAS FOUND IN THE DIRECTION TO REFERENCE MARK NUMBER 1
 KG0640'AND A DIFFERENCE IN THE DISTANCE OF 0.05 FEET OR 0.017 METER.
 KG0640'A DIFFERENCE IN THE DIRECTION TO REFERENCE MARK NUMBER 2 OF
 KG0640'3-MINUTES AND 24-SECONDS WAS FOUND.  DUE TO PROPERTY OWNERSHIP
 KG0640'CHANGES AND DIFFERENCES IN PHYSICAL REFERENCES A NEW DESCRIPTION
 KG0640'FOLLOWS--
 KG0640'
 KG0640'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF LUCAS, 10 MILES
 KG0640'SOUTHWEST OF TIPTON, IN THE SW-1/4 OF SEC. 34, T. 9 S., R. 11 W., ON
 KG0640'PASTURE LAND OWNED BY MRS. JOSEPHINE ROBINSON OF OSBORNE.
 KG0640'
 KG0640'TO REACH THE STATION FROM THE POST OFFICE IN TIPTON GO SOUTH ON THE
 KG0640'MAIN STREET FOR 0.3 MILE TO THE JUNCTION WITH KANSAS HIGHWAY 181.
 KG0640'TURN RIGHT AND GO WEST ON HIGHWAY 181 FOR 3.0 MILES TO THE JUNCTION
 KG0640'WITH OSBORNE COUNTY ROAD 691.  TURN LEFT AND GO SOUTH ON COUNTY
 KG0640'ROAD 691 FOR 9.3 MILES TO A CROSSROADS AND JUNCTION WITH OSBORNE
 KG0640'COUNTY ROAD 412.  TURN RIGHT AND GO WEST ON COUNTY ROAD 412 FOR
 KG0640'0.8 MILE TO A FIELD GATE AND TRACK ROAD ON THE RIGHT, JUST EAST OF A
 KG0640'STOCK POND.  TURN RIGHT, PASS THROUGH GATE, AND GO NORTHERLY ON
 KG0640'TRACK ROAD FOR 0.7 MILE TO TOP OF LARGE HILL.  CONTINUE NORTHERLY ON
 KG0640'TRACK ROAD FOR 0.05 MILE INTO A SADDLE BETWEEN TWO HILLS.
 KG0640'CONTINUE NORTHERLY ON TRACK ROAD FOR 0.25 MILE TO A GATE IN
 KG0640'EAST-WEST FENCE LINE.  PASS THROUGH GATE AND CONTINUE NORTHERLY
 KG0640'FOR 0.3 MILE TO A FORK ABOUT 30 FEET NORTH-SOUTH FENCE LINE AND
 KG0640'JUST NORTH OF A DEEP GULLY.  BEAR RIGHT AND GO NORTHERLY ACCROSS
 KG0640'PASTURE FOR 0.05 MILE TO THE HIGHEST PART OF HILL AND THE STATION
 KG0640'AS DESCRIBED.
 KG0640'
 KG0640'TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO
 KG0640'SOUTHWESTERLY ALONG SIDE OF HILL AND TOP OF RIDGE FOR 0.15 MILE TO
 KG0640'THE GATE IN A NORTH-SOUTH FENCE LINE.  PASS THROUGH THE FENCE AND GO
 KG0640'WEST-SOUTHWEST ACCROSS THE PASTURE AND GULLY NORTH OF THE STOCK
 KG0640'PONDS FOR 0.15 MILE TO THE FENCE CORNER AND AZIMUTH MARK AS
 KG0640'DESCRIBED.  IT IS ON PROPERTY OWNED BY MR. RAY ROBINSON.
 KG0640'
 KG0640'THE STATION MARK WAS USED AS THE ANTENNA SITE FOR GEOCEIVER STATION
 KG0640'51144.
 KG0640'
 KG0640'THE STATION MARK IS A STANDARD DISK, STAMPED MEADES RANCH 1891, SET
 KG0640'IN THE TOP OF A LOW PROFILE DOME SHAPED CONCRETE MONUMENT THAT IS
 KG0640'21-INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND
 KG0640'SURFACE.  IT IS 238.5 FEET WEST OF THE NORTH STONE GATE POST IN A
 KG0640'NORTH-SOUTH BARBED WIRE FENCE, 87.5 FEET WEST OF THE CENTER OF
 KG0640'THE TRACK ROAD, 8.61 FEET SOUTH OF WITNESS POST NORTH AND 8.56
 KG0640'FEET NORTH OF WITNESS POST SOUTH.
 KG0640'
 KG0640'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MEADES RANCH NO 1
 KG0640'1948, SET IN A DRILL HOLE IN THE TOP OF A 7-INCH SQUARE STONE POST
 KG0640'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 226 FEET
 KG0640'WEST OF THE NORTH STONE GATE POST AND 75 FEET WEST OF THE CENTER OF
 KG0640'THE TRACK ROAD.
 KG0640'
 KG0640'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MEADES RANCH NO 2
 KG0640'1948, SET IN A DRILL HOLE IN THE TOP OF A 4 BY 8 INCH STONE POST
 KG0640'THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 251
 KG0640'FEET WEST OF THE NORTH STONE GATE POST AND 100.5 FEET WEST OF THE
 KG0640'CENTER OF THE TRACK ROAD.
 KG0640'
 KG0640'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MEADES RANCH 1950, SET
 KG0640'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KG0640'4-INCHES ABOVE THE GROUND SURFACE.  IT IS 15.5 FEET SOUTHEAST OF
 KG0640'THE CENTER OF A WIRE GATE, 9.3 FEET SOUTH OF THE EAST GATE POST,
 KG0640'1.2 FEET NORTH OF A METAL WITNESS POST AND 0.3 FEET EAST OF A BARBED
 KG0640'WIRE FENCE.  THERE ARE SEVERAL OLD STONE FENCE POST LAYING
 KG0640'AROUND THE MARK.
 KG0640'
 KG0640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES SOUTHWEST
 KG0640'OF TIPTON.
 KG0640
 KG0640                          STATION RECOVERY (1989)
 KG0640
 KG0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KG0640'THE STATION IS LOCATED ON A LOW GRASSY RIDGE ON PROPERTY OF KYLE
 KG0640'BRANT, ABOUT 31.9 KM (19.80 MI) SOUTH OF DOWNS.  OWNERSHIP--KYLE
 KG0640'BRANT, PO BOX 121, LUCAS KS 67648.  PHONE (913)525-6287(CALL IN
 KG0640'ADVANCE).
 KG0640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 KG0640'HIGHWAYS 9 AND 181 IN DOWNS, GO SOUTH ON HIGHWAY 181 FOR 10.4 KM
 KG0640'(6.45 MI) TO A RAILROAD CROSSING AT AN ELEVATOR.  CONTINUE SOUTH FOR
 KG0640'9.96 KM (6.20 MI) TO THE JUNCTION OF COUNTY ROAD 691 ON THE RIGHT ON
 KG0640'OUTSIDE OF A CURVE.  TURN RIGHT AND GO SOUTH ON PAVED, THEN HARDPACK
 KG0640'ROAD FOR 14.65 KM (9.10 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 KG0640'COUNTY ROAD 412 FOR 1.25 KM (0.80 MI) TO A LOCKED POLE GATE ON THE
 KG0640'RIGHT.  TO REACH THE HOUSE OF KYLES FOR KEY, CONTINUE WEST FOR 0.3 KM
 KG0640'(0.20 MI) TO A ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.8 KM (0.50 MI)
 KG0640'TO THE HOUSE ON THE LEFT.  TURN RIGHT AND GO NORTH THROUGH GATE AND
 KG0640'FOLLOW TRACK ROAD FOR 1.35 KM (0.85 MI) TO TOP OF THE RIDGE AFTER
 KG0640'ROUNDING A HILL.  CONTINUE NORTH ON TRACK ROAD FOR 0.35 KM (0.20 MI)
 KG0640'TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE AHEAD FOR 0.4 KM
 KG0640'(0.25 MI) TO A DIM FORK NEAR NORTH-SOUTH FENCE (ROAD LEFT GOES TO
 KG0640'QUARRY).  CONTINUE NORTH ON DIM TRACK ROAD FOR 0.08 KM (0.05 MI) TO
 KG0640'HIGH GROUND AND THE STATION ON THE LEFT.
 KG0640'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 0.5 METER
 KG0640'CONCRETE POST THAT PROJECTS 10 CM (POST IS DOME-SHAPED AND ONLY 0.1
 KG0640'METER WIDE AT DISK).  LOCATED 72.8 M (238.8 FT) WEST-NORTHWEST OF THE
 KG0640'NORTH STONE GATE POST IN FENCE LINE, 24.5 M (80.4 FT) WEST OF THE
 KG0640'TRACK ROAD, 3.8 M (12.5 FT) WEST OF REFERENCE MARK 1, 3.8 M (12.5 FT)
 KG0640'EAST OF REFERENCE MARK 2 AND 0.6 M (2.0 FT) NORTH OF A CARSONITE
 KG0640'WITNESS POST.
 KG0640'DESCRIBED BY G.R. HEID, TYPED BY HJS.
 KG0640
 KG0640                          STATION RECOVERY (1997)
 KG0640
 KG0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KG0640'RECOVERED AS DESCRIBED.  OWNERSHIP--KYLE BRANT, 2354 SOUTH 30TH
 KG0640'AVENUE, LURAY KS 67648, PHONE 913-525-6387.  NOTIFY MR. BRANT 24 HOURS
 KG0640'IN ADVANCE OF SURVEYING ACTIVITIES.
 KG0640
 KG0640                          STATION RECOVERY (2002)
 KG0640
 KG0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 KG0640'RECOVERED AS DESCRIBED.  CONTACT OWNER 24 HOURS IN ADVANCE OF
 KG0640'SURVEYING ACTIVITIES.
 KG0640' 
 KG0640'
 KG0640
 KG0640                          STATION RECOVERY (2006)
 KG0640
 KG0640'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 KG0640'GEOCAC FIRST REPORT.
 KG0640'RECOVERED STATION REFERENCE MARK 1 AND 2.
 KG0640'REFERENCE MARK 3 WAS NOT FOUND THIS DATE.
 KG0640'AZIMUTH WAS ON SEPERATE PROPERTY AND DID NOT HAVE PERMISSION TO
 KG0640'RECOVER IT.
 KG0640'RECOVERED THE 2 RIVETS WITH A CROSS ONE NORTH OF STATION 1 SOUTH OF
 KG0640'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0844 ***********************************************************************
 HH0844  DESIGNATION -  MEADOR
 HH0844  PID         -  HH0844
 HH0844  STATE/COUNTY-  KS/STANTON
 HH0844  USGS QUAD   -  JOHNSON NW (1973)
 HH0844
 HH0844                         *CURRENT SURVEY CONTROL
 HH0844  ___________________________________________________________________
 HH0844* NAD 83(1997)-  37 38 51.28008(N)    101 59 51.17943(W)     ADJUSTED  
 HH0844* NAVD 88     -      1105.0    (meters)    3625.     (feet)  VERTCON   
 HH0844  ___________________________________________________________________
 HH0844  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 HH0844  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 HH0844
 HH0844  HORZ ORDER  -  FIRST
 HH0844
 HH0844.The horizontal coordinates were established by classical geodetic methods
 HH0844.and adjusted by the National Geodetic Survey in October 1998..
 HH0844
 HH0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0844
 HH0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0844
 HH0844.The geoid height was determined by GEOID03.
 HH0844
 HH0844;                    North         East     Units Scale Factor Converg.
 HH0844;SPC KS S     -   514,654.417    91,426.054   MT  0.99994697   -2 08 57.6
 HH0844;SPC CO S     -   419,459.478 1,223,409.323   MT  0.99995067   +2 08 54.0
 HH0844;SPC CO S     - 1,376,176.64  4,013,802.09   sFT  0.99995067   +2 08 54.0
 HH0844;UTM  14      - 4,170,941.913   235,537.772   MT  1.00046157   -1 49 55.1
 HH0844;UTM  13      - 4,170,955.756   764,894.665   MT  1.00046439   +1 50 05.9
 HH0844
 HH0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0844!SPC KS S     -   0.99983041  x   0.99994697  =   0.99977739
 HH0844!SPC CO S     -   0.99983041  x   0.99995067  =   0.99978109
 HH0844!UTM  14      -   0.99983041  x   1.00046157  =   1.00029190
 HH0844!UTM  13      -   0.99983041  x   1.00046439  =   1.00029472
 HH0844
 HH0844:                Primary Azimuth Mark                     Grid Az
 HH0844:SPC KS S     -  JOHNSON MUN WATER TANK                   114 28 56.9
 HH0844:SPC CO S     -  JOHNSON MUN WATER TANK                   110 11 05.3
 HH0844:UTM  14      -  JOHNSON MUN WATER TANK                   114 09 54.4
 HH0844:UTM  13      -  JOHNSON MUN WATER TANK                   110 29 53.4
 HH0844
 HH0844|---------------------------------------------------------------------|
 HH0844| PID    Reference Object                     Distance      Geod. Az  |
 HH0844|                                                           dddmmss.s |
 HH0844| HH0837 JOHNSON MUN WATER TANK              APPROX.23.5 KM 1121959.3 |
 HH0844| HH0843 MANTER MUN WATER TANK               APPROX.16.8 KM 1441004.7 |
 HH0844| CM9062 MEADOR AZ MK                                       1802740.8 |
 HH0844| CM9066 MEADOR RM 4 AZIMUTH                                1802816.3 |
 HH0844| CM9063 MEADOR RM 1                          28.222 METERS 23606     |
 HH0844| CM9064 MEADOR RM 2                          27.688 METERS 30708     |
 HH0844| CM9065 MEADOR RM 3                          28.050 METERS 30709     |
 HH0844|---------------------------------------------------------------------|
 HH0844
 HH0844                          SUPERSEDED SURVEY CONTROL
 HH0844
 HH0844  NAD 83(1997)-  37 38 51.28022(N)    101 59 51.17955(W) AD(       ) 1
 HH0844  NAD 83(1997)-  37 38 51.28276(N)    101 59 51.17553(W) AD(       ) 1
 HH0844  NAD 83(1986)-  37 38 51.28272(N)    101 59 51.17195(W) AD(       ) 1
 HH0844  NAD 27      -  37 38 51.23264(N)    101 59 49.53032(W) AD(       ) 1
 HH0844  NGVD 29 (07/19/86) 1104.6    (m)         3624.     (f) VERT ANG       
 HH0844
 HH0844.Superseded values are not recommended for survey control.
 HH0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0844.See file dsdata.txt to determine how the superseded data were derived.
 HH0844
 HH0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG3553870942(NAD 83)
 HH0844_MARKER: DS = TRIANGULATION STATION DISK
 HH0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0844
 HH0844  HISTORY     - Date     Condition        Report By
 HH0844  HISTORY     - 1934     MONUMENTED       CGS
 HH0844  HISTORY     - 1937     GOOD             CGS
 HH0844  HISTORY     - 1953     GOOD             CGS
 HH0844  HISTORY     - 1971     SEE DESCRIPTION  USGS
 HH0844  HISTORY     - 1972     GOOD             NGS
 HH0844
 HH0844                          STATION DESCRIPTION
 HH0844
 HH0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0844'THE STATION IS LOCATED ABOUT 10 MILES NW OF MANTER AND 4-1/2
 HH0844'MILES N OF U.S. HIGHWAY, 160.  IT IS ON THE E END OF A SMALL
 HH0844'RIDGE, IS 3/4 MILE S OF THE RESIDENCE OF J.A. SKAGGS, AND
 HH0844'IS ON LAND OWNED BY W.F. MEADOR OF FORGAN, OKLAHOMA, WHICH,
 HH0844'AT THE PRESENT TIME, IS LEASED BY H.E. DUNCAN.  THE STATION
 HH0844'IS IN THE NW 1/4 OF SEC. 2, T 28 S, R 43 W.  STATION MARK
 HH0844'IS 12 INCHES BELOW THE SURFACE OF THE GROUND AND IS 98 FEET
 HH0844'E OF THE CENTER LINE OF A N AND S TRACK ROAD.
 HH0844'
 HH0844'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0844'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 HH0844'
 HH0844'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND IS SW OF THE STATION.
 HH0844'IT IS 21 FEET E OF THE CENTER LINE OF THE ABOVE ROAD.
 HH0844'
 HH0844'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS NW OF THE
 HH0844'STATION.  IT IS 26 FEET E OF THE CENTER LINE OF THE ABOVE
 HH0844'MENTIONED ROAD.
 HH0844'
 HH0844'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS S OF THE STATION.
 HH0844'IT IS IN THE SE ANGLE OF A SECTION LINE CROSSROADS AT A
 HH0844'POINT 63 FEET E OF THE CENTER LINE OF THE N AND S ROAD AND
 HH0844'39 FEET S OF THE CENTER LINE OF THE E AND W ROAD.
 HH0844'
 HH0844'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HH0844'160 AND STATE HIGHWAY 27, 0.5 MILE W OF JOHNSON, GO W ON
 HH0844'U.S. HIGHWAY 160 7.0 MILES TO A GRADED CROSSROADS.  CONTINUE
 HH0844'W ON U.S. HIGHWAY 160 4.6 MILES TO A GRADED ROAD ON THE
 HH0844'RIGHT.  HERE LEAVE U.S. HIGHWAY 160, TURN RIGHT, AND GO N ON
 HH0844'GRADED ROAD 3.8 MILES TO A CROSSROADS.  (THERE IS A WHITE
 HH0844'FARMHOUSE AND CYLINDRICAL-ROOFED BARN IN THE SE ANGLE OF
 HH0844'THIS INTERSECTION.) HERE TURN LEFT, AND GO W ON TRACK SECTION
 HH0844'LINE ROAD, 1.0 MILE TO A CROSSROADS.  (THE AZIMUTH MARK IS
 HH0844'IN THE SE ANGLE OF THIS INTERSECTION.) HERE TURN RIGHT AND
 HH0844'GO N 0.7 MILE ON TRACK ROAD TO TOP OF GRADE.  HERE LEAVE
 HH0844'ROAD, TURN RIGHT E AND GO 100 FEET TO THE STATION.
 HH0844'
 HH0844'A 25-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 HH0844
 HH0844                          STATION RECOVERY (1937)
 HH0844
 HH0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 HH0844'STATION RECOVERED AS DESCRIBED.  ALL MARKS IN GOOD CONDITION.
 HH0844
 HH0844                          STATION RECOVERY (1953)
 HH0844
 HH0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HH0844'THE AZIMUTH AND REFERENCE MARK NUMBER 1 WERE RECOVERED AND
 HH0844'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NUMBER 2
 HH0844'HAS BEEN DESTROYED AND REFERENCE MARK NUMBER 3 HAS BEEN
 HH0844'ESTABLISHED.  THE STATION MARK WAS FOUND TILTED SO WAS RESET
 HH0844'OVER THE UNDERGROUND MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 HH0844'
 HH0844'THE STATION IS LOCATED ON THE TOP OF A LOW RISE ABOUT 10
 HH0844'MILES AIRLINE NORTHWEST OF MANTER, ABOUT 24 MILES AIRLINE
 HH0844'NORTHEAST OF WALSH, COLORADO, AND ABOUT 22 MILES AIRLINE
 HH0844'EAST-NORTHEAST OF TWO BUTTES, COLORADO.
 HH0844'
 HH0844'TO REACH THE STATION FROM THE BUCKEYE STORE IN LYCAN, GO
 HH0844'EAST ON A GRAVELED ROAD 8.4 MILES TO A SIDE ROAD ON THE LEFT.
 HH0844'TURN LEFT AND GO NORTH 4.1 MILES TO A CROSS ROAD.  TURN LEFT
 HH0844'AND GO WEST 1.0 MILE TO A CROSS ROAD AND THE AZIMUTH MARK ON
 HH0844'THE LEFT.  TURN RIGHT ON A DIRT ROAD AND GO NORTH 0.7 MILE
 HH0844'TO THE TOP OF A RISE AND THE STATION ON THE RIGHT.
 HH0844'
 HH0844'THE STATION MARK IS A STANDARD DISK STAMPED MEADOR 1934 SET
 HH0844'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS 14 INCHES
 HH0844'BELOW THE TOP OF THE GROUND.  IT IS 98 FEET EAST OF THE
 HH0844'CENTERLINE OF THE ROAD.
 HH0844'
 HH0844'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MEADOR
 HH0844'NO 1 1934 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HH0844'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 21 FEET EAST
 HH0844'OF THE CENTERLINE OF THE ROAD AND 1 FOOT HIGHER THAN THE
 HH0844'STATION.
 HH0844'
 HH0844'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED MEADOR
 HH0844'NO 3 1953 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HH0844'THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 26 FEET
 HH0844'EAST OF THE CENTERLINE OF THE ROAD AND THE SAME ELEVATION
 HH0844'AS THE STATION.
 HH0844'
 HH0844'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 HH0844'MEADOR 1934 AZIMUTH SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 HH0844'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 30
 HH0844'FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD AND 60
 HH0844'FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD.
 HH0844'
 HH0844'HEIGHT OF STAND--5 METERS.
 HH0844
 HH0844                          STATION RECOVERY (1971)
 HH0844
 HH0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HH0844'THE SURFACE MARK WAS FOUND TO BE AN 18-INCH CUBE OF CONCRETE
 HH0844'WHICH HAS BEEN REMOVED FROM THE CULTIVATED FIELD, THE DISK
 HH0844'WAS RECOVERED.
 HH0844'
 HH0844'R.M. 1 AND R.M. 3 WERE FOUND IN GOOD CONDITION.
 HH0844'
 HH0844'THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION 0.5 FOOT
 HH0844'UNDERGROUND.
 HH0844'
 HH0844'THE AZIMUTH MARK WAS FOUND.
 HH0844
 HH0844                          STATION RECOVERY (1972)
 HH0844
 HH0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HH0844'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3
 HH0844'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE TOP OF THE
 HH0844'AZIMUTH MARK MONUMENT WAS FOUND BROKEN OFF AND THE MONUMENT
 HH0844'WAS TILTED SLIGHTLY.  A REFERENCE MARK DISK WAS CEMENTED
 HH0844'IN A DRILL HOLE IN THE TOP OF THE REMAINS OF THE OLD AZIMUTH
 HH0844'MARK MONUMENT AND THE DISK WAS NUMBERED 4.  THE DISTANCES
 HH0844'AND DIRECTIONS TO THE REFERENCE MARKS COMPARED GOOD WITH THE
 HH0844'1953 DATA.  THE ROUTE TO REACH AND DESCRIPTION OF THE MARKS
 HH0844'ARE ADEQUATE FOR RECOVERY, WITH THE EXCEPTION THAT THE
 HH0844'STATION MARK IS 6 INCHES BELOW THE GROUND SURFACE.  FOLLOWING
 HH0844'IS A DESCRIPTION FOR REFERENCE MARK 4.
 HH0844'
 HH0844'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MEADOR 1934
 HH0844'NO 4 1972, 75 FEET EAST OF A POWER POLE, 38 FEET EAST OF THE
 HH0844'CENTER OF A DIRT ROAD, 31 FEET SOUTH OF THE CENTER OF A
 HH0844'GRAVELED ROAD, 1 FOOT EAST OF A METAL WITNESS POST WITH SIGN
 HH0844'ATTACHED AND 1 FOOT WEST OF A METAL POST AND THE MARK PROJECTS
 HH0844'4 INCHES ABOVE THE GROUND SURFACE.
 HH0844'
 HH0844'TO REACH REFERENCE MARK 4 FROM THE STATION, GO SOUTH ON DIRT
 HH0844'ROAD FOR 0.7 MILE TO A GRAVELED CROSSROAD AND THE REFERENCE
 HH0844'MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 HH0844'
 HH0844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 HH0844'NORTHWEST OF MANTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0779 ***********************************************************************
 HE0779  DESIGNATION -  MEADOW
 HE0779  PID         -  HE0779
 HE0779  STATE/COUNTY-  KS/LABETTE
 HE0779  USGS QUAD   -  MOUND VALLEY (1974)
 HE0779
 HE0779                         *CURRENT SURVEY CONTROL
 HE0779  ___________________________________________________________________
 HE0779* NAD 83(1997)-  37 10 27.70711(N)    095 29 49.22002(W)     ADJUSTED  
 HE0779* NAVD 88     -       279.0    (meters)     915.     (feet)  VERTCON   
 HE0779  ___________________________________________________________________
 HE0779  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HE0779  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 HE0779
 HE0779  HORZ ORDER  -  SECOND
 HE0779
 HE0779.The horizontal coordinates were established by classical geodetic methods
 HE0779.and adjusted by the National Geodetic Survey in October 1998..
 HE0779
 HE0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0779
 HE0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0779
 HE0779.The geoid height was determined by GEOID03.
 HE0779
 HE0779;                    North         East     Units Scale Factor Converg.
 HE0779;SPC KS S     -   460,641.811   666,649.028   MT  1.00001943   +1 50 43.5
 HE0779;UTM  15      - 4,117,135.239   278,315.503   MT  1.00020542   -1 30 33.9
 HE0779
 HE0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0779!SPC KS S     -   0.99996091  x   1.00001943  =   0.99998034
 HE0779!UTM  15      -   0.99996091  x   1.00020542  =   1.00016632
 HE0779
 HE0779:                Primary Azimuth Mark                     Grid Az
 HE0779:SPC KS S     -  MOUND VALLEY MUNICIPAL TANK              064 36 56.4
 HE0779:UTM  15      -  MOUND VALLEY MUNICIPAL TANK              067 58 13.8
 HE0779
 HE0779|---------------------------------------------------------------------|
 HE0779| PID    Reference Object                     Distance      Geod. Az  |
 HE0779|                                                           dddmmss.s |
 HE0779| HE0781 MOUND VALLEY MUNICIPAL TANK         APPROX. 8.8 KM 0662739.9 |
 HE0779| HE0776 ANGOLA RADIO STA KGGF MAST 3        APPROX. 3.2 KM 1511841.0 |
 HE0779| HE0782 ANGOLA RADIO STA KGGF MAST 4        APPROX. 3.7 KM 1523414.9 |
 HE0779| HE0778 ANGOLA RADIO STA KGGF MAST 1        APPROX. 3.3 KM 1523937.2 |
 HE0779| HE0780 ANGOLA RADIO STA KGGF MAST 2        APPROX. 3.7 KM 1534441.2 |
 HE0779| CL4867 MEADOW RM 1                          56.684 METERS 23256     |
 HE0779| CL4868 MEADOW RM 2                          52.179 METERS 29642     |
 HE0779| CL4866 MEADOW AZ MK                                       3272414.3 |
 HE0779|---------------------------------------------------------------------|
 HE0779
 HE0779                          SUPERSEDED SURVEY CONTROL
 HE0779
 HE0779  NAD 83(1997)-  37 10 27.71100(N)    095 29 49.21963(W) AD(       ) 2
 HE0779  NAD 83(1986)-  37 10 27.72128(N)    095 29 49.20393(W) AD(       ) 2
 HE0779  NAD 27      -  37 10 27.46982(N)    095 29 48.29305(W) AD(       ) 2
 HE0779  NGVD 29 (07/19/86)  278.9    (m)          915.     (f) VERT ANG       
 HE0779
 HE0779.Superseded values are not recommended for survey control.
 HE0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0779.See file dsdata.txt to determine how the superseded data were derived.
 HE0779
 HE0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7831617135(NAD 83)
 HE0779_MARKER: DS = TRIANGULATION STATION DISK
 HE0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0779
 HE0779  HISTORY     - Date     Condition        Report By
 HE0779  HISTORY     - 1965     MONUMENTED       CGS
 HE0779  HISTORY     - 1966     GOOD             CGS
 HE0779
 HE0779                          STATION DESCRIPTION
 HE0779
 HE0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0779'THE STATION IS ABOUT 11 MILES WEST OF ALTAMONT, 7-1/2 MILES
 HE0779'MILES SOUTHEAST OF CHERRYVALE AND 5-1/2 MILES SOUTHWEST OF
 HE0779'MOUND VALLEY, NEAR THE SOUTH END OF A NORTH-SOUTH RIDGE IN
 HE0779'PASTURELAND, ON PROPERTY OWNED BY MR. OLEN TREFETHEN.
 HE0779'
 HE0779'TO REACH THE STATION FROM THE CENTER OF TOWN, AT THE FLAGPOLE
 HE0779'IN MOUND VALLEY, GO SOUTH FOR 0.35 MILE TO THE JUNCTION WITH
 HE0779'STATE HIGHWAY 96.  TURN RIGHT AND GO WEST ON HIGHWAY 96 FOR
 HE0779'5.9 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON GRAVELED
 HE0779'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST FOR
 HE0779'0.15 MILE TO A WIRE GATE AND THE AZIMUTH MARK ON THE RIGHT.
 HE0779'TURN RIGHT, PASSING THROUGH GATE AND GO SOUTHERLY ON TRACK
 HE0779'ROAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 HE0779'EASTERLY FOR 0.2 MILE TO A GATE.  PASS THROUGH GATE AND GO
 HE0779'SOUTHEASTERLY FOR 0.15 MILE TO THE HIGHEST POINT OF RIDGE AND
 HE0779'STATION.
 HE0779'
 HE0779'STATION MARK IS A STANDARD DISK, STAMPED MEADOW 1964, SET
 HE0779'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 8 INCHES
 HE0779'BELOW THE GROUND SURFACE.  IT IS 135 FEET EAST OF A NORTH-SOUTH
 HE0779'FENCE LINE.
 HE0779'
 HE0779'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MEADOW NO 1 1964,
 HE0779'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0779'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.0 FOOT EAST OF THE
 HE0779'FENCE LINE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 HE0779'
 HE0779'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MEADOW NO 2 1964,
 HE0779'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0779'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.0 FOOT EAST OF THE
 HE0779'FENCE LINE AND ABOUT 2 FEET LOWER THAN THE STATION.
 HE0779'
 HE0779'AZIMUTH MARK IS A STANDARD DISK, STAMPED MEADOW 1964, SET IN
 HE0779'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 HE0779'INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET SOUTH OF THE
 HE0779'CENTERLINE OF AN EAST-WEST GRAVELED ROAD, 13 FEET WEST OF THE
 HE0779'CENTERLINE OF A DRIVEWAY INTO FIELD, 2 FEET EAST OF A WITNESS
 HE0779'POST AND 1 FOOT NORTH OF A RIGHT-OF-WAY FENCE.
 HE0779
 HE0779                          STATION RECOVERY (1966)
 HE0779
 HE0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0779'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE0779'WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0873 ***********************************************************************
 HE0873  DESIGNATION -  MEADOW
 HE0873  PID         -  HE0873
 HE0873  STATE/COUNTY-  KS/WILSON
 HE0873  USGS QUAD   -  COYVILLE (1975)
 HE0873
 HE0873                         *CURRENT SURVEY CONTROL
 HE0873  ___________________________________________________________________
 HE0873* NAD 83(1997)-  37 43 49.01415(N)    095 52 43.67813(W)     ADJUSTED  
 HE0873* NAVD 88     -       320.     (meters)    1050.     (feet)  SCALED    
 HE0873  ___________________________________________________________________
 HE0873  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 HE0873  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 HE0873
 HE0873  HORZ ORDER  -  FIRST
 HE0873
 HE0873.The horizontal coordinates were established by classical geodetic methods
 HE0873.and adjusted by the National Geodetic Survey in October 1998..
 HE0873
 HE0873.The orthometric height was scaled from a topographic map.
 HE0873
 HE0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0873
 HE0873.The geoid height was determined by GEOID03.
 HE0873
 HE0873;                    North         East     Units Scale Factor Converg.
 HE0873;SPC KS S     -   521,292.478   631,023.133   MT  0.99994124   +1 36 38.9
 HE0873;UTM  15      - 4,179,792.022   246,299.150   MT  1.00039285   -1 45 45.4
 HE0873
 HE0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0873!SPC KS S     -   0.99995460  x   0.99994124  =   0.99989584
 HE0873!UTM  15      -   0.99995460  x   1.00039285  =   1.00034743
 HE0873
 HE0873:                Primary Azimuth Mark                     Grid Az
 HE0873:SPC KS S     -  YATES CTR MUNICIPAL TANK                 035 18 17.0
 HE0873:UTM  15      -  YATES CTR MUNICIPAL TANK                 038 40 41.3
 HE0873
 HE0873|---------------------------------------------------------------------|
 HE0873| PID    Reference Object                     Distance      Geod. Az  |
 HE0873|                                                           dddmmss.s |
 HE0873| HE0857 YATES CTR MUNICIPAL TANK            APPROX.21.3 KM 0365455.9 |
 HE0873| HE0868 FREDONIA CONSOL CEM CORP STK        APPROX.25.0 KM 1681704.6 |
 HE0873| CL4864 MEADOW RM 1                          28.601 METERS 21102     |
 HE0873| CL4863 MEADOW AZ MK                                       2220820.6 |
 HE0873| CL4865 MEADOW RM 2                          31.851 METERS 27501     |
 HE0873| HE0874 TORONTO MUNICIPAL TANK              APPROX.10.4 KM 3232126.1 |
 HE0873|---------------------------------------------------------------------|
 HE0873
 HE0873                          SUPERSEDED SURVEY CONTROL
 HE0873
 HE0873  NAD 83(1997)-  37 43 49.01675(N)    095 52 43.67584(W) AD(       ) 1
 HE0873  NAD 83(1986)-  37 43 49.02019(N)    095 52 43.65950(W) AD(       ) 1
 HE0873  NAD 27      -  37 43 48.87164(N)    095 52 42.71116(W) AD(       ) 1
 HE0873
 HE0873.Superseded values are not recommended for survey control.
 HE0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0873.See file dsdata.txt to determine how the superseded data were derived.
 HE0873
 HE0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB4629979792(NAD 83)
 HE0873_MARKER: DS = TRIANGULATION STATION DISK
 HE0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0873
 HE0873  HISTORY     - Date     Condition        Report By
 HE0873  HISTORY     - 1940     MONUMENTED       CGS
 HE0873
 HE0873                          STATION DESCRIPTION
 HE0873
 HE0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE0873'STATION IS ABOUT 2.5 MILES W OF MIDDLETOWN AND 6.5 MILES SE OF
 HE0873'TORONTO, ON FLAT PRAIRIE, IN THE CENTER OF SECTION 4, T 27 S,
 HE0873'R 14 E.  STATION MARK IS STAMPED MEADOW 1940 AND PROJECTS
 HE0873'2 INCHES.  IT IS 30 FEET S OF A TELEPHONE POLE NO. 7 AND 50
 HE0873'FEET E OF A FENCE CORNER.
 HE0873'
 HE0873'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HE0873'DISKS SET IN CONCRETE.
 HE0873'
 HE0873'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A BOULDER.
 HE0873'
 HE0873'REFERENCE MARK NO. 1 IS STAMPED MEADOW NO.1 1940 AND PROJECTS
 HE0873'6 INCHES.  IT IS 1 FOOT E OF A FENCE AND 90 FEET S OF A FENCE
 HE0873'CORNER.
 HE0873'
 HE0873'REFERENCE MARK NO. 2 IS STAMPED MEADOW NO. 2 1940 AND PROJECTS
 HE0873'6 INCHES.  IT IS 22 FEET SE OF A TELEPHONE POLE NO. 8, 57 FEET
 HE0873'W OF A FENCE CORNER AND 1 FOOT S OF A FENCE.
 HE0873'
 HE0873'THE AZIMUTH MARK IS STAMPED MEADOW 1940 AND IS SET IN A DRILL
 HE0873'HOLE IN AN 18- BY 30-INCH BOULDER WHICH PROJECTS ABOUT 4
 HE0873'INCHES ABOVE THE GROUND.  IT IS 27 FEET E OF THE EDGE OF A WOODS
 HE0873'IN PRAIRIE PASTURE.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 HE0873'PASS THROUGH A GATE WHICH IS JUST SW OF THE STATION AND FOLLOW
 HE0873'DIM TRACKS 0.4 MILE SW TO EDGE OF WOODS, BEAR S 0.1 MILE ALONG
 HE0873'EDGE OF WOODS TO AZIMUTH MARK.
 HE0873'
 HE0873'TO REACH THE STATION FROM THE MAIN STREET IN TORONTO, GO S ON
 HE0873'A GRAVEL ROAD 1.5 MILES TO A T-ROAD LEFT, (E) TURN LEFT AND GO
 HE0873'1.65 MILES ON MAIN ROAD TO A T-ROAD LEFT, TURN LEFT AND GO
 HE0873'1 MILE ON DIRT ROAD TO AN OLD WHITE SCHOOLHOUSE ON THE LEFT,
 HE0873'TURN RIGHT AND GO 0.5 MILE TO A T-ROAD E, TURN LEFT AND GO 1
 HE0873'MILE TO A CORNER, TURN RIGHT AND GO 0.6 MILE ON PRAIRIE ROAD,
 HE0873'BEAR SE AND S ON MAIN PRAIRIE ROAD 0.2 MILE TO A GATE, PASS
 HE0873'THROUGH GATE AND CONTINUE 0.35 MILE TO ANOTHER GATE, PASS
 HE0873'THROUGH GATE AND CONTINUE 0.3 MILE TO DIM TRACKS LEFT, (S) TURN
 HE0873'LEFT AND GO 0.25 MILE TO ANOTHER GATE, PASS THROUGH GATE
 HE0873'AND CONTINUE S 0.3 MILE TO A TELEPHONE LINE AND
 HE0873'STATION NEAR FENCE CORNER.
 HE0873'
 HE0873'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1007 ***********************************************************************
 HH1007  DESIGNATION -  MEAIRS
 HH1007  PID         -  HH1007
 HH1007  STATE/COUNTY-  KS/HASKELL
 HH1007  USGS QUAD   -  WEST OF COPELAND (1978)
 HH1007
 HH1007                         *CURRENT SURVEY CONTROL
 HH1007  ___________________________________________________________________
 HH1007* NAD 83(1997)-  37 37 12.35744(N)    100 52 11.31824(W)     ADJUSTED  
 HH1007* NAVD 88     -       900.     (meters)    2953.     (feet)  SCALED    
 HH1007  ___________________________________________________________________
 HH1007  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HH1007  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 HH1007
 HH1007  HORZ ORDER  -  SECOND
 HH1007
 HH1007.The horizontal coordinates were established by classical geodetic methods
 HH1007.and adjusted by the National Geodetic Survey in October 1998..
 HH1007
 HH1007.The orthometric height was scaled from a topographic map.
 HH1007
 HH1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1007
 HH1007.The geoid height was determined by GEOID03.
 HH1007
 HH1007;                    North         East     Units Scale Factor Converg.
 HH1007;SPC KS S     -   508,474.874   190,817.654   MT  0.99994933   -1 27 22.7
 HH1007;UTM  14      - 4,165,309.555   334,984.833   MT  0.99993541   -1 08 29.9
 HH1007
 HH1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1007!SPC KS S     -   0.99986281  x   0.99994933  =   0.99981214
 HH1007!UTM  14      -   0.99986281  x   0.99993541  =   0.99979823
 HH1007
 HH1007:                Primary Azimuth Mark                     Grid Az
 HH1007:SPC KS S     -  GARDEN CITY TV STA KGLD MAST             001 34 54.7
 HH1007:UTM  14      -  GARDEN CITY TV STA KGLD MAST             001 16 01.9
 HH1007
 HH1007|---------------------------------------------------------------------|
 HH1007| PID    Reference Object                     Distance      Geod. Az  |
 HH1007|                                                           dddmmss.s |
 HH1007| HH1022 GARDEN CITY TV STA KGLD MAST        APPROX.17.6 KM 0000732.0 |
 HH1007| CK9410 MEAIRS RM 1                          32.680 METERS 16127     |
 HH1007| HH1008 ET 1 ES                              62.902 METERS 28125     |
 HH1007| CK9409 MEAIRS AZ MK                                       3554827.4 |
 HH1007|---------------------------------------------------------------------|
 HH1007
 HH1007                          SUPERSEDED SURVEY CONTROL
 HH1007
 HH1007  NAD 83(1997)-  37 37 12.36403(N)    100 52 11.31417(W) AD(       ) 2
 HH1007  NAD 83(1986)-  37 37 12.36268(N)    100 52 11.31746(W) AD(       ) 2
 HH1007  NAD 27      -  37 37 12.27830(N)    100 52 09.71923(W) AD(       ) 2
 HH1007
 HH1007.Superseded values are not recommended for survey control.
 HH1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1007.See file dsdata.txt to determine how the superseded data were derived.
 HH1007
 HH1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG3498565310(NAD 83)
 HH1007_MARKER: DS = TRIANGULATION STATION DISK
 HH1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH1007
 HH1007  HISTORY     - Date     Condition        Report By
 HH1007  HISTORY     - 1961     MONUMENTED       CGS
 HH1007
 HH1007                          STATION DESCRIPTION
 HH1007
 HH1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1007'THE STATION IS APPROXIMATELY 24 MILES SOUTH OF GRADEN CITY, 9-1/2
 HH1007'MILES NORTH OF SUBLETTE, ON THE EAST SIDE OF U.S. HIGHWAY 83, IN THE
 HH1007'NORTHWEST CORNER OF SECTION 18, T 28 S, R 32 W, AND ON PROPERTY
 HH1007'OWNED BY MR. L.G. MEAIRS.
 HH1007'
 HH1007'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 56 AND 83,
 HH1007'ABOUT 1 MILE WEST OF SUBLETTE, GO NORTH ON HIGHWAY 83 FOR 6 MILES
 HH1007'TO THE INTERSECTION OF STATE HIGHWAY 144.  CONTINUE NORTH ON
 HH1007'HIGHWAY 83 FOR 4 MILES TO A CROSSROAD, A HOUSE AND THE STATION IN
 HH1007'THE SOUTHEAST ANGLE.
 HH1007'
 HH1007'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED MEAIRS 1961 AND
 HH1007'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HH1007'OF THE GROUND.  IT IS 65 FEET SOUTH OF A POWER POLE WITH A
 HH1007'TRANSFORMER, 56 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 HH1007'HOUSE, 35.5 FEET WEST OF THE WEST END OF THE SOUTH ONE OF TWO FUEL
 HH1007'STORAGE TANKS AND 24 FEET WEST OF THE CENTER OF A DRIVEWAY.  THE
 HH1007'UNDERGROUND MARK IS A STANDARD DISK STAMPED NEAIRS 1961 AND IS SET
 HH1007'IN AN IRREGULAR MASS OF CONRETE 42 INCHES BELOW THE SURFACE OF THE
 HH1007'GROUND.
 HH1007'
 HH1007'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MEAIRS NO 1 1961, IS
 HH1007'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HH1007'IT IS 5.5 FEET SOUTHEAST OF A 7-INCH TREE AND 3 FEET NORTHEAST OF
 HH1007'THE NORTHWEST CORNER OF A GARAGE.
 HH1007'
 HH1007'ET 1 ES, A U.S. GEOLOGICAL SURVERY BENCH MARK DISK STAMPED ET ES 1
 HH1007'1959, IS SET IN A 4 BY 4 INCH CONCRETE POST WHICH PROJECTS 2 INCHES.
 HH1007'IT IS BETWEEN TWO POWER POLES WHICH ARE IN THE NORTHWEST CORNER OF
 HH1007'THE YARD, 45 FEET EAST OF THE CENTER LINE OF HIGHWAY 83 AND 1 FOOT
 HH1007'EAST OF THE WEST ONE OF TWO POWER POLES.
 HH1007'
 HH1007'AZIMUTH MARK, A STANDARD DISK STAMPED MEAIRS 1961, IS SET IN A SQUARE
 HH1007'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 47.5 FEET EAST OF THE
 HH1007'CENTER LINE OF HIGHWAY 83, 31.5 FEET SOUTH OF THE CENTER OF A DIRT
 HH1007'ROAD, 3 FEET WEST OF THE EAST ONE OF THE TWO POWER POLES, 2.5 FEET
 HH1007'EAST OF THE WEST ONE OF TWO POWER POLES AND 2 FEET SOUTH OF A
 HH1007'METAL WITNESS POST.
 HH1007'
 HH1007'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY 83
 HH1007'FOR 0.4 MILE TO A DIRT ROAD, TWO POWER POLES AND THE AZIMUTH MARK ON
 HH1007'THE RIGHT.
 HH1007'
 HH1007'NOTE--REFERENCE MARK NO. 1 WAS MEASURED WITH 5 KG. TAPE TENSION.
 HH1007'
 HH1007'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0637 ***********************************************************************
 KH0637  DESIGNATION -  MEARS
 KH0637  PID         -  KH0637
 KH0637  STATE/COUNTY-  KS/CHEYENNE
 KH0637  USGS QUAD   -  MC DONALD NW (1978)
 KH0637
 KH0637                         *CURRENT SURVEY CONTROL
 KH0637  ___________________________________________________________________
 KH0637* NAD 83(1997)-  39 54 58.88307(N)    101 27 44.29641(W)     ADJUSTED  
 KH0637* NAVD 88     -       998.     (meters)    3274.     (feet)  SCALED    
 KH0637  ___________________________________________________________________
 KH0637  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 KH0637  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 KH0637
 KH0637  HORZ ORDER  -  SECOND
 KH0637
 KH0637.The horizontal coordinates were established by classical geodetic methods
 KH0637.and adjusted by the National Geodetic Survey in October 1998..
 KH0637
 KH0637.The orthometric height was scaled from a topographic map.
 KH0637
 KH0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0637
 KH0637.The geoid height was determined by GEOID03.
 KH0637
 KH0637;                    North         East     Units Scale Factor Converg.
 KH0637;SPC KS N     -   181,400.733   104,044.960   MT  1.00002429   -2 11 26.3
 KH0637;SPC NE       -    10,276.085   374,977.053   MT  1.00003883   -0 58 08.6
 KH0637;UTM  14      - 4,421,376.312   289,550.627   MT  1.00014527   -1 34 50.0
 KH0637
 KH0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0637!SPC KS N     -   0.99984708  x   1.00002429  =   0.99987136
 KH0637!SPC NE       -   0.99984708  x   1.00003883  =   0.99988590
 KH0637!UTM  14      -   0.99984708  x   1.00014527  =   0.99999232
 KH0637
 KH0637|---------------------------------------------------------------------|
 KH0637| PID    Reference Object                     Distance      Geod. Az  |
 KH0637|                                                           dddmmss.s |
 KH0637| KH0638 WILKINS                              42.450 METERS 13805     |
 KH0637| CP7733 MEARS AZ MK                                        1495542.8 |
 KH0637| KH0635 MCDONALD MUNICIPAL TANK             APPROX.16.7 KM 1504756.9 |
 KH0637| CP7734 MEARS RM 2                           32.040 METERS 19603     |
 KH0637|---------------------------------------------------------------------|
 KH0637
 KH0637                          SUPERSEDED SURVEY CONTROL
 KH0637
 KH0637  NAD 83(1997)-  39 54 58.88307(N)    101 27 44.29648(W) AD(       ) 2
 KH0637  NAD 83(1986)-  39 54 58.88301(N)    101 27 44.29789(W) AD(       ) 2
 KH0637  NAD 27      -  39 54 58.89600(N)    101 27 42.70900(W) AD(       ) 2
 KH0637
 KH0637.Superseded values are not recommended for survey control.
 KH0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0637.See file dsdata.txt to determine how the superseded data were derived.
 KH0637
 KH0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK8955121376(NAD 83)
 KH0637_MARKER: DS = TRIANGULATION STATION DISK
 KH0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0637
 KH0637  HISTORY     - Date     Condition        Report By
 KH0637  HISTORY     - 1951     MONUMENTED       CGS
 KH0637
 KH0637                          STATION DESCRIPTION
 KH0637
 KH0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0637'THE STATION IS LOCATED ABOUT 12 MILES NORTH-NORTHEAST OF BIRD
 KH0637'CITY, 11 MILES NORTH-NORTHWEST OF MC DONALD AND IN THE SOUTHEAST
 KH0637'CORNER OF A PASTURE.  IT IS 70.0 FEET NORTH OF THE CENTER OF
 KH0637'AN EAST-WEST ROAD LEADING TO A FARM YARD, 12.5 FEET WEST OF
 KH0637'A FENCE CORNER, 12.0 FEET WEST OF A WITNESS POST AND 4.0 FEET
 KH0637'NORTH OF AN EAST-WEST FENCE LINE.  IT IS SET FLUSH AND STAMPED
 KH0637'MEARS 1951.
 KH0637'
 KH0637'U.S.G.S. BENCH MARK, WILKENS, WAS USED AS REFERENCE MARK NO.
 KH0637'1.  IT IS 23.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD
 KH0637'AND 4.0 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD
 KH0637'U.S.G.S. DISK, SET IN A 6 INCH SQUARE POST, SET FLUSH WITH
 KH0637'THE GROUND AND STAMPED WILKENS 1941.
 KH0637'
 KH0637'REFERENCE MARK NO. 2 IS 35.0 FEET SOUTH OF THE CENTER OF AN
 KH0637'EAST-WEST ROAD AND 0.5 FOOT SOUTH OF THE CENTER OF AN EAST-WEST
 KH0637'FENCE LINE.  IT IS SET FLUSH AND STAMPED MEARS NO 2 1951.
 KH0637'
 KH0637'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0637'NO. 2 IS 122.0 FEET.
 KH0637'
 KH0637'THE AZIMUTH MARK IS 45.0 FEET SOUTH OF THE CENTER OF THE
 KH0637'CURVE WHERE ROAD CURVES FROM WEST TO NORTH, 4.0 FEET SOUTHWEST
 KH0637'OF A POWERLINE POLE, 3.0 FEET SOUTHWEST OF A WITNESS POST AND
 KH0637'AT THE NORTH EDGE OF A CULTIVATED FIELD.  IT IS SET FLUSH
 KH0637'AND STAMPED MEARS 1951.
 KH0637'
 KH0637'TO REACH THE STATION FROM THE POST OFFICE IN BIRD CITY, GO
 KH0637'NORTH FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY 36, TURN
 KH0637'RIGHT AND GO EAST ON U.S. HIGHWAY 36 FOR 4.6 MILES TO A
 KH0637'CROSSROAD.  TURN LEFT AND GO NORTH ON A DIRT ROAD FOR 9.3
 KH0637'MILES TO WHERE ROAD TURNS WEST, TURN LEFT AND GO WEST FOR
 KH0637'0.5 MILE TO WHERE ROAD TURNS NORTH AND THE AZIMUTH MARK ON
 KH0637'THE LEFT AS DESCRIBED.  TURN RIGHT AND GO NORTH FOR 0.55
 KH0637'MILE TO A MAIL BOX ON THE LEFT AND A T-ROAD LEADING WEST TO
 KH0637'A FARM YARD, TURN LEFT AND GO WEST FOR 0.1 MILE TO THE
 KH0637'SOUTHEAST CORNER OF A PASTURE AND THE STATION AS DESCRIBED.
 KH0637'
 KH0637'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0737 ***********************************************************************
 KG0737  DESIGNATION -  MEDICINE
 KG0737  PID         -  KG0737
 KG0737  STATE/COUNTY-  KS/OSBORNE
 KG0737  USGS QUAD   -  LATON (1978)
 KG0737
 KG0737                         *CURRENT SURVEY CONTROL
 KG0737  ___________________________________________________________________
 KG0737* NAD 83(1997)-  39 21 53.17332(N)    099 00 27.87928(W)     ADJUSTED  
 KG0737* NAVD 88     -       599.     (meters)    1965.     (feet)  SCALED    
 KG0737  ___________________________________________________________________
 KG0737  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 KG0737  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 KG0737
 KG0737  HORZ ORDER  -  SECOND
 KG0737
 KG0737.The horizontal coordinates were established by classical geodetic methods
 KG0737.and adjusted by the National Geodetic Survey in October 1998..
 KG0737
 KG0737.The orthometric height was scaled from a topographic map.
 KG0737
 KG0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0737
 KG0737.The geoid height was determined by GEOID03.
 KG0737
 KG0737;                    North         East     Units Scale Factor Converg.
 KG0737;SPC KS N     -   114,985.117   313,158.113   MT  0.99995883   -0 38 15.4
 KG0737;UTM  14      - 4,357,256.842   499,332.869   MT  0.99960001   -0 00 17.7
 KG0737
 KG0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0737!SPC KS N     -   0.99991008  x   0.99995883  =   0.99986891
 KG0737!UTM  14      -   0.99991008  x   0.99960001  =   0.99951012
 KG0737
 KG0737|---------------------------------------------------------------------|
 KG0737| PID    Reference Object                     Distance      Geod. Az  |
 KG0737|                                                           dddmmss.s |
 KG0737| CO1771 MEDICINE RM 1                        10.429 METERS 00422     |
 KG0737| KG0659 ALTON MUNICIPAL TANK                APPROX.12.4 KM 0251335.7 |
 KG0737| CO1772 MEDICINE RM 2                        20.084 METERS 27002     |
 KG0737| KG0735 WOODSTON MUNICIPAL TANK             APPROX.12.6 KM 3220306.1 |
 KG0737| CO1770 MEDICINE AZ MK                                     3551513.6 |
 KG0737|---------------------------------------------------------------------|
 KG0737
 KG0737                          SUPERSEDED SURVEY CONTROL
 KG0737
 KG0737  NAD 83(1986)-  39 21 53.18019(N)    099 00 27.88034(W) AD(       ) 2
 KG0737  NAD 27      -  39 21 53.14100(N)    099 00 26.56800(W) AD(       ) 2
 KG0737
 KG0737.Superseded values are not recommended for survey control.
 KG0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0737.See file dsdata.txt to determine how the superseded data were derived.
 KG0737
 KG0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ9933357257(NAD 83)
 KG0737_MARKER: DS = TRIANGULATION STATION DISK
 KG0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0737
 KG0737  HISTORY     - Date     Condition        Report By
 KG0737  HISTORY     - 1950     MONUMENTED       CGS
 KG0737
 KG0737                          STATION DESCRIPTION
 KG0737
 KG0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0737'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTH AND 3.0 MILE WEST OF
 KG0737'ALTON, 6.0 MILES SOUTH AND 5.0 MILES EAST OF WOODSTON.  IT IS
 KG0737'ON THE SOUTH EDGE OF THE RIGHT-OF-WAY OF A EAST-WEST ROAD, 0.1
 KG0737'MILE EAST OF A CROSSROAD, 19.0 FEET SOUTH OF THE CENTER OF A
 KG0737'DIRT ROAD AND 1.0 FOOT WEST OF A WITNESS POST.  IT IS STAMPED
 KG0737'MEDICINE 1950 AND PROJECTS 4 INCHES.
 KG0737'
 KG0737'REFERENCE MARK NO. 1 IS 16.5 FEET NORTH OF THE CENTER OF A DIRT
 KG0737'ROAD.  IT IS STAMPED MEDICINE NO 1 1950 AND PROJECTS 3 INCHES.
 KG0737'
 KG0737'REFERENCE MARK NO. 2 IS 18.0 FEET SOUTH OF THE CENTER OF A DIRT
 KG0737'ROAD.  IT IS STAMPED MEDICINE NO 2 1950 AND PROJECTS 4 INCHES.
 KG0737'
 KG0737'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 76.52 FEET.
 KG0737'
 KG0737'THE AZIMUTH MARK IS 20.0 FEET WEST OF THE CENTER OF A DIRT ROAD,
 KG0737'1.5 FEET EAST OF A FENCE LINE AND 1.5 FEET SOUTH OF A WITNESS
 KG0737'POST.  IT IS STAMPED MEDICINE 1950 AND PROJECTS 5 INCHES.
 KG0737'
 KG0737'TO REACH THE STATION FROM THE CENTER OF THE BUSINESS DISTRICT
 KG0737'IN WOODSTON, GO WEST FOR 0.15 MILE TO CROSSROADS.  TURN LEFT
 KG0737'AND GO SOUTH ON MAIN GRADED ROAD FOR 5.15 MILES TO A T-ROAD
 KG0737'LEFT AND A WINDMILL IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 KG0737'TURN LEFT AND GO EAST FOR 3.1 MILES TO A T INTERSECTION.  TURN
 KG0737'LEFT AND GO NORTH AND EAST ON THE MAIN ROAD FOR 2.1 MILES TO
 KG0737'A T-ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.15 MILE
 KG0737'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH
 KG0737'ON DIRT ROAD FOR 0.9 MILE TO A CROSSROADS.  TURN LEFT AND GO
 KG0737'EAST FOR 0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0589 ***********************************************************************
 JH0589  DESIGNATION -  MEDWAY
 JH0589  PID         -  JH0589
 JH0589  STATE/COUNTY-  KS/HAMILTON
 JH0589  USGS QUAD   -  EAST BRIDGE CREEK SOUTH (1966)
 JH0589
 JH0589                         *CURRENT SURVEY CONTROL
 JH0589  ___________________________________________________________________
 JH0589* NAD 83(1997)-  38 02 40.54086(N)    101 52 56.45063(W)     ADJUSTED  
 JH0589* NAVD 88     -      1052.71   (+/-2cm)    3453.8    (feet)  VERTCON   
 JH0589  ___________________________________________________________________
 JH0589  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 JH0589  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 JH0589
 JH0589  HORZ ORDER  -  FIRST
 JH0589  VERT ORDER  -  THIRD ? (See Below)
 JH0589
 JH0589.The horizontal coordinates were established by classical geodetic methods
 JH0589.and adjusted by the National Geodetic Survey in October 1998..
 JH0589
 JH0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0589.The vertical order pertains to the NGVD 29 superseded value.
 JH0589
 JH0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0589
 JH0589.The geoid height was determined by GEOID03.
 JH0589
 JH0589;                    North         East     Units Scale Factor Converg.
 JH0589;SPC KS S     -   558,314.043   103,183.508   MT  0.99993836   -2 04 42.8
 JH0589;UTM  14      - 4,214,685.600   247,065.029   MT  1.00038801   -1 46 38.1
 JH0589
 JH0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0589!SPC KS S     -   0.99983865  x   0.99993836  =   0.99977702
 JH0589!UTM  14      -   0.99983865  x   1.00038801  =   1.00022659
 JH0589
 JH0589:                Primary Azimuth Mark                     Grid Az
 JH0589:SPC KS S     -  MEDWAY RM 1                              092 14 14.3
 JH0589:UTM  14      -  MEDWAY RM 1                              091 56 09.6
 JH0589
 JH0589|---------------------------------------------------------------------|
 JH0589| PID    Reference Object                     Distance      Geod. Az  |
 JH0589|                                                           dddmmss.s |
 JH0589| CM9075 MEDWAY RM 1                                        0900931.5 |
 JH0589| HH0846 SYRACUSE MUNICIPAL TANK             APPROX.13.3 KM 1225250.6 |
 JH0589| CM9076 MEDWAY RM 2                         APPROX. 0.8 KM 1714007.9 |
 JH0589|---------------------------------------------------------------------|
 JH0589
 JH0589                          SUPERSEDED SURVEY CONTROL
 JH0589
 JH0589  NAD 83(1997)-  38 02 40.54125(N)    101 52 56.45032(W) AD(       ) 1
 JH0589  NAD 83(1997)-  38 02 40.54133(N)    101 52 56.44993(W) AD(       ) 1
 JH0589  NAD 83(1986)-  38 02 40.54236(N)    101 52 56.44553(W) AD(       ) 1
 JH0589  NAD 27      -  38 02 40.49428(N)    101 52 54.81981(W) AD(       ) 1
 JH0589  NGVD 29 (07/19/86) 1052.29   (m)         3452.4    (f) LEVELING    3  
 JH0589
 JH0589.Superseded values are not recommended for survey control.
 JH0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0589.See file dsdata.txt to determine how the superseded data were derived.
 JH0589
 JH0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH4706514686(NAD 83)
 JH0589_MARKER: DS = TRIANGULATION STATION DISK
 JH0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0589
 JH0589  HISTORY     - Date     Condition        Report By
 JH0589  HISTORY     - 1934     MONUMENTED       CGS
 JH0589  HISTORY     - 1954     MARK NOT FOUND   USE
 JH0589
 JH0589                          STATION DESCRIPTION
 JH0589
 JH0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JH0589'STATION IS ABOUT 2-1/3 MILES N OF THE MEDWAY RAILROAD STATION
 JH0589'AND IS IN SEC. 13, T 23 S, R 42 W.  ON A BROAD RIDGE WHICH IS
 JH0589'THE FIRST HIGH RIDGE E OF E BRIDGE CREEK.  IT IS 0.6 MILE W
 JH0589'ON A GRADED COUNTY ROAD AND IS 5-1/2 FEET N OF THE CENTER OF
 JH0589'A DIM SECTION LINE ROAD WHICH RUNS BETWEEN TWO CULTIVATED
 JH0589'FIELDS.  ALSO IT IS 375 FEET W OF A PROJECTED LINE FROM A N
 JH0589'AND S FENCE LINE WHICH RUNS S FROM A FENCE CORNER (6 FEET
 JH0589'N OF REFERENCE MARK NO. 2) 1/2 MILE SSE OF THE STATION.  THE
 JH0589'STATION MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND.
 JH0589'
 JH0589'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JH0589'DISKS SET IN CONCRETE, AS DESCRIBED.
 JH0589'
 JH0589'REFERENCE MARK NO. 1 IS E OF THE STATION.  IT IS 25 FEET W
 JH0589'OF THE CENTER OF THE ROAD AND 20 FEET N OF THE CENTER OF THE
 JH0589'DIM SECTION LINE E AND W ROAD.  IT PROJECTS 5 INCHES.
 JH0589'
 JH0589'REFERENCE MARK NO. 2 IS SSE OF THE STATION.  IT IS 6 FEET S
 JH0589'OF THE FENCE CORNER AND 1 FOOT W OF THE FENCE.  IT PROJECTS
 JH0589'5 INCHES.
 JH0589'
 JH0589'EITHER OR BOTH OF THE REFERENCE MARKS MAY BE USED AS AZIMUTH
 JH0589'MARKS.
 JH0589'
 JH0589'THE STATION IS REACHED FROM MEDWAY BY GOING E ON U.S. HIGHWAY
 JH0589'50, 0.5 MILE.  TURN OFF THE HIGHWAY AND GO N ON A COUNTY
 JH0589'ROAD 1.8 MILES TO A LONG NE FENCE CORNER ON THE W SIDE OF THE
 JH0589'ROAD.  CONTINUE ON THE ROAD 0.5 MILE.  (REFERENCE MARK NO. 1
 JH0589'IS ON THE W SIDE OF THE ROAD AT THIS POINT).  TURN OFF THE
 JH0589'GRADED ROAD AND GO W ON A DIM SECTION LINE ROAD 0.6 MILE TO THE
 JH0589'STATION ON THE N SIDE OF THE ROAD.
 JH0589'
 JH0589'A 15-FOOT STAND WAS ERECTED.
 JH0589
 JH0589                          STATION RECOVERY (1954)
 JH0589
 JH0589'RECOVERY NOTE BY US ENGINEERS 1954 (HTD)
 JH0589'SURFACE MARK NOT FOUND.  UNDERGROUND MARK NOT SEARCHED FOR.
 JH0589'LOCATION IS NOT IN A CULTIVATED FIELD.  REFERENCE MARK 1
 JH0589'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 SEARCHED FOR BUT
 JH0589'NOT RECOVERED.  SAND HAS DRIFTED ABOUT 5 FT. HIGH AT THE
 JH0589'LOCATION OF THE MARK.  STATION SITE IS 4-1/2 MI. N AND
 JH0589'7 MI. W OF SYRACUSE, KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1344 ***********************************************************************
 HF1344  DESIGNATION -  MEEKER
 HF1344  PID         -  HF1344
 HF1344  STATE/COUNTY-  KS/SUMNER
 HF1344  USGS QUAD   -  BELLE PLAINE (1955)
 HF1344
 HF1344                         *CURRENT SURVEY CONTROL
 HF1344  ___________________________________________________________________
 HF1344* NAD 83(1997)-  37 25 59.13614(N)    097 19 51.59808(W)     ADJUSTED  
 HF1344* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 HF1344  ___________________________________________________________________
 HF1344  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 HF1344  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HF1344
 HF1344  HORZ ORDER  -  THIRD
 HF1344
 HF1344.The horizontal coordinates were established by classical geodetic methods
 HF1344.and adjusted by the National Geodetic Survey in October 1998..
 HF1344
 HF1344.The orthometric height was scaled from a topographic map.
 HF1344
 HF1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1344
 HF1344.The geoid height was determined by GEOID03.
 HF1344
 HF1344;                    North         East     Units Scale Factor Converg.
 HF1344;SPC KS S     -   485,710.381   503,455.888   MT  0.99997145   +0 43 06.2
 HF1344;UTM  14      - 4,144,226.028   647,660.113   MT  0.99986858   +1 00 52.8
 HF1344
 HF1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1344!SPC KS S     -   0.99994596  x   0.99997145  =   0.99991741
 HF1344!UTM  14      -   0.99994596  x   0.99986858  =   0.99981454
 HF1344
 HF1344:                Primary Azimuth Mark                     Grid Az
 HF1344:SPC KS S     -  MULVANE MUNICIPAL TANK                   059 10 27.9
 HF1344:UTM  14      -  MULVANE MUNICIPAL TANK                   058 52 41.3
 HF1344
 HF1344|---------------------------------------------------------------------|
 HF1344| PID    Reference Object                     Distance      Geod. Az  |
 HF1344|                                                           dddmmss.s |
 HF1344| HF1297 MULVANE MUNICIPAL TANK              APPROX. 9.4 KM 0595334.1 |
 HF1344| HF1299 MULVANE COOP GRAIN ELEVATOR         APPROX. 8.8 KM 0600104.6 |
 HF1344| AI1253 MEEKER RM 1                          32.737 METERS 09026     |
 HF1344| HF1348 BELLE PLAINE MUNICIPAL TANK         APPROX. 6.5 KM 1344320.3 |
 HF1344| HF1346 BELLE PLAINE WICHITA TERM ELEV      APPROX. 6.7 KM 1371823.9 |
 HF1344| AI1255 MEEKER AZ MK                                       1774859.2 |
 HF1344| AI1254 MEEKER RM 2                          28.350 METERS 18553     |
 HF1344|---------------------------------------------------------------------|
 HF1344
 HF1344                          SUPERSEDED SURVEY CONTROL
 HF1344
 HF1344  NAD 83(1997)-  37 25 59.14096(N)    097 19 51.59334(W) AD(       ) 3
 HF1344  NAD 83(1986)-  37 25 59.14685(N)    097 19 51.59145(W) AD(       ) 3
 HF1344  NAD 27      -  37 25 59.07446(N)    097 19 50.43389(W) AD(       ) 3
 HF1344
 HF1344.Superseded values are not recommended for survey control.
 HF1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1344.See file dsdata.txt to determine how the superseded data were derived.
 HF1344
 HF1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4766044226(NAD 83)
 HF1344_MARKER: DS = TRIANGULATION STATION DISK
 HF1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1344_STAMPING: MEEKER 1957
 HF1344_MARK LOGO: CGS   
 HF1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1344+STABILITY: SURFACE MOTION
 HF1344
 HF1344  HISTORY     - Date     Condition        Report By
 HF1344  HISTORY     - 1957     MONUMENTED       CGS
 HF1344  HISTORY     - 19811101 GOOD             USGS
 HF1344  HISTORY     - 19820624 GOOD             NGS
 HF1344
 HF1344                          STATION DESCRIPTION
 HF1344
 HF1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1344'THE STATION IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 81,
 HF1344'ABOUT 3-1/2 MILES NORTHWEST OF BELLE PLAINE, 54 FEET WEST OF
 HF1344'THE CENTERLINE OF U.S. HIGHWAY 81, ABOUT 14 FEET EAST OF THE
 HF1344'NORTH-SOUTH FENCELINE AND 14 FEET EAST OF A WHITE WITNESS POST.
 HF1344'
 HF1344'TO REACH, FROM THE U.S. POST OFFICE IN BELLE PLAINE, GO WEST,
 HF1344'ON STATE HIGHWAY 55, FOR 3.0 MILES TO JUNCTION OF U.S. HIGHWAY
 HF1344'81, TURN RIGHT, AND GO NORTH, ON U.S. HIGHWAY 81, FOR 2.15 MILES
 HF1344'TO THE AZIMUTH MARK ON RIGHT SIDE OF ROAD AND JUST NORTH OF A
 HF1344'ROADSIDE PARK, CONTINUE NORTH, ON U.S. HIGHWAY 81, FOR 0.7 MILE
 HF1344'TO THE STATION.
 HF1344'
 HF1344'THE STATION MARK IS A STANDARD DISK, STAMPED MEEKER 1957, SET
 HF1344'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH IS
 HF1344'ABOUT FLUSH WITH THE GROUND.
 HF1344'
 HF1344'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MEEKER NO 1
 HF1344'1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HF1344'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 HF1344'AS THE STATION.  IT IS LOCATED 47 FEET EAST OF THE CENTERLINE OF
 HF1344'U.S. HIGHWAY 81 AND 12 INCHES WEST OF THE NORTH-SOUTH FENCELINE.
 HF1344'
 HF1344'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MEEKER
 HF1344'NO 2 1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HF1344'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS
 HF1344'THE STATION.  IT IS LOCATED 68 FEET WEST OF THE CENTERLINE OF
 HF1344'U.S. HIGHWAY 81 AND 12 INCHES EAST OF THE NORTH-SOUTH FENCELINE.
 HF1344'
 HF1344'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MEEKER 1957,
 HF1344'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HF1344'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED ALONG THE EAST SIDE OF
 HF1344'U.S. HIGHWAY 81, ABOUT 100 FEET NORTH OF A ROADSIDE PARK AND
 HF1344'54 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 81.
 HF1344
 HF1344                          STATION RECOVERY (1981)
 HF1344
 HF1344'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (JTF)
 HF1344'RECOVERED IN GOOD CONDITION.
 HF1344
 HF1344                          STATION RECOVERY (1982)
 HF1344
 HF1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HF1344'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 HF1344'DESCRIBED, EXCEPT THE REST AREA NEAR THE AZIMUTH MARK IS NO LONGER
 HF1344'THERE.  ADEQUATE CHECKS TO THE REFERENCE MARKS WERE OBTAINED.
 HF1344'ADDITIONAL REFERENCE MEASUREMENTS WERE TAKEN TO ALL MARKS.  THE
 HF1344'STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTHWEST OF BELLE PLAINE,
 HF1344'4.8 KM (3.00 MI) NORTH OF THE JUNCTION OF U.S HIGHWAY 81 AND STATE
 HF1344'HIGHWAY 55 AND ON THE WEST RIGHT-OF-WAY OF HWY 81.  TO REACH THE
 HF1344'STAION FROM THE BELLE PLAINE POST OFFICE, GO SOUTH FOR 0.08 KM (0.05
 HF1344'MI) TO STATE HIGHWAY 55.  TURN RIGHT AND GO WEST ON THE HIGHWAY FOR
 HF1344'4.43 KM (2.75 MI) TO U.S HIGHWAY 81.  TURN RIGHT AND GO NORTH ON
 HF1344'HIGHWAY 81 FOR 3.6 KM (2.25 MI) TO THE AZIMUTH MARK ON THE RIIGHT.
 HF1344'CONTINUE NORTH ON THE HIGHWAY FOR 1.16 KM (0.70 MI) TO THE STATION ON
 HF1344'THE LEFT AT A FIELD ENTRANCE.  THE STATION IS A STANDARD CGS DISK
 HF1344'STAMPED---MEEKER 1957---, SET INTO THE TOP OF A SQUARE CONCRETE
 HF1344'MONUMENT, 12 INCHES (30 CM) ON SIDE, FLUSH WITH THE GROUND.  THE
 HF1344'STATION IS LOCATED 16.5 METERS (54.1 FT) WEST FROM THE CENTERLINE OF
 HF1344'THE HIGHWAY, 9.91 METERS (32.51 FT) NORTH-NORTHEAST FROM THE NORTH
 HF1344'GATE POST OF A GATE, 3.80 METERS (12.47 FT) EAST FROM THE FENCE, 0.46
 HF1344'METERS (1.51 FT) SOUTH FROM A WITNESS POST. REFERENCE MARK NO 1 IS A
 HF1344'STANDARD CGS DISK STAMPED---MEEKER NO 1 1957---, SET INTO THE TOP OF A
 HF1344'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 1
 HF1344'INCHES (2 CM) ABOVE THE GROUND. THE STATION IS LOCATED 34.59 METERS
 HF1344'(113.48 FT) SOUTH FROM A POWERLINE POLE WITH A TRANSFORMER, 14.3
 HF1344'METERS (46.9 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 0.30 METERS
 HF1344'(0.98 FT) WEST FROM A FENCE, 0.30 METERS (0.98 FT) NORTH FROM A
 HF1344'WITNESS POST.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 HF1344'STAMPED---MEEKER NO 2 1957---, SET INTO THE TOP OF A SQUARE CONCRETE
 HF1344'MONUMENT, 12 INCHES (30 CM) ON SIDE, FLUSH WITH THE GROUND.  THE
 HF1344'STATION IS LOCATED 20.7 METERS (67.9 FT) WEST FROM THE CENTERLINE OF
 HF1344'THE HIGHWAY, 10.73 METERS (35.20 FT) SOUTH FROM THE SOUTH GATE POST,
 HF1344'0.30 METERS (0.98 FT) NORTH FROM A WITNESS POST, 0.30 METERS (0.98 FT)
 HF1344'EAST FROM A FENCE.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK
 HF1344'STAMPED---MEEKER 1957---, SET INTO THE TOP OF A SQUARE CONCRETE
 HF1344'MONUMENT, 12 INCHES (30 CM) ON SIDE, RECESSED 3 INCHES (8 CM) BELOW
 HF1344'THE GROUND.  THE STATION IS LOCATED 16.5 METERS (54.1 FT) EAST FROM
 HF1344'THE CENTERLINE OF THE HIGHWAY, 0.95 METERS (3.12 FT) SOUTH SOUTHWEST
 HF1344'FROM A POWERLINE POLE, 0.36 METERS (1.18 FT) NORTH FROM WITNESS POST.
 HF1344'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE HIGHWAY
 HF1344'FOR 1.16 KM (0.70 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0086 ***********************************************************************
 KF0086  DESIGNATION -  MEGO
 KF0086  PID         -  KF0086
 KF0086  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0086  USGS QUAD   -  WAMEGO (1978)
 KF0086
 KF0086                         *CURRENT SURVEY CONTROL
 KF0086  ___________________________________________________________________
 KF0086* NAD 83(1997)-  39 12 36.11080(N)    096 19 27.62312(W)     ADJUSTED  
 KF0086* NAVD 88     -       335.618  (meters)    1101.11   (feet)  ADJUSTED  
 KF0086  ___________________________________________________________________
 KF0086  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 KF0086  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 KF0086  DYNAMIC HT  -         335.398 (meters)    1100.38  (feet)  COMP
 KF0086  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 KF0086
 KF0086  HORZ ORDER  -  SECOND
 KF0086  VERT ORDER  -  SECOND    CLASS 0
 KF0086
 KF0086.The horizontal coordinates were established by classical geodetic methods
 KF0086.and adjusted by the National Geodetic Survey in October 1998..
 KF0086
 KF0086.The orthometric height was determined by differential leveling
 KF0086.and adjusted by the National Geodetic Survey in June 1991..
 KF0086
 KF0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0086
 KF0086.The geoid height was determined by GEOID03.
 KF0086
 KF0086.The dynamic height is computed by dividing the NAVD 88
 KF0086.geopotential number by the normal gravity value computed on the
 KF0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0086.degrees latitude (g = 980.6199 gals.).
 KF0086
 KF0086.The modeled gravity was interpolated from observed gravity values.
 KF0086
 KF0086;                    North         East     Units Scale Factor Converg.
 KF0086;SPC KS N     -    98,662.225   544,711.833   MT  0.99995710   +1 03 36.8
 KF0086;UTM  14      - 4,343,495.760   731,020.615   MT  1.00025719   +1 41 31.9
 KF0086
 KF0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0086!SPC KS N     -   0.99995210  x   0.99995710  =   0.99990920
 KF0086!UTM  14      -   0.99995210  x   1.00025719  =   1.00020928
 KF0086
 KF0086:                Primary Azimuth Mark                     Grid Az
 KF0086:SPC KS N     -  MEGO AZ MK                               028 26 31.4
 KF0086:UTM  14      -  MEGO AZ MK                               027 48 36.3
 KF0086
 KF0086|---------------------------------------------------------------------|
 KF0086| PID    Reference Object                     Distance      Geod. Az  |
 KF0086|                                                           dddmmss.s |
 KF0086| KF1029 MEGO AZ MK                          APPROX. 0.9 KM 0293008.2 |
 KF0086| KF0087 MEGO RM 1                            14.226 METERS 09318     |
 KF0086| KF1032 WAMEGO MUN TANK                     APPROX. 0.9 KM 1252059.9 |
 KF0086| KF0088 MEGO RM 2                            15.708 METERS 26353     |
 KF0086|---------------------------------------------------------------------|
 KF0086
 KF0086                          SUPERSEDED SURVEY CONTROL
 KF0086
 KF0086  NAD 83(1986)-  39 12 36.11689(N)    096 19 27.61947(W) AD(       ) 2
 KF0086  NAD 27      -  39 12 36.13260(N)    096 19 26.62260(W) AD(       ) 2
 KF0086  NGVD 29 (??/??/92)  335.503  (m)         1100.73   (f) ADJ UNCH    2 0
 KF0086
 KF0086.Superseded values are not recommended for survey control.
 KF0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0086.See file dsdata.txt to determine how the superseded data were derived.
 KF0086
 KF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3102143496(NAD 83)
 KF0086_MARKER: DS = TRIANGULATION STATION DISK
 KF0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0086_SP_SET: CONCRETE POST
 KF0086_STAMPING: MEGO 1961
 KF0086_MARK LOGO: CGS   
 KF0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0086+STABILITY: SURFACE MOTION
 KF0086
 KF0086  HISTORY     - Date     Condition        Report By
 KF0086  HISTORY     - 1960     MONUMENTED       CGS
 KF0086  HISTORY     - 1960     GOOD             CGS
 KF0086  HISTORY     - 1986     GOOD             NGS
 KF0086
 KF0086                          STATION DESCRIPTION
 KF0086
 KF0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KF0086'THE STATION IS LOCATED ABOUT 1 MILE WEST AND 0.8 MILE NORTH OF
 KF0086'WAMEGO, ON THE SOUTH SIDE OF THE U.S. HIGHWAY 24 RIGHT-OF-WAY, AT
 KF0086'THE NORTHWEST CORNER OF THE WAMEGO GOLF COURSE.
 KF0086'
 KF0086'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 24 AND
 KF0086'STATE HIGHWAY 99 AT THE NORTH EDGE OF WAMEGO, GO WEST ON U.S.
 KF0086'HIGHWAY 24 FOR 1.1 MILES TO A HIGHWAY CUT AND THE STATION ON THE
 KF0086'LEFT.
 KF0086'
 KF0086'THE STATION MARK IS A STANDARD DISK STAMPED MEGO 1960, SET IN A
 KF0086'CYLINDERICAL CONCRETE MONUMENT THAT IS FLUSH.  IT IS 100 FEET
 KF0086'SOUTH OF THE CENTER OF THE HIGHWAY AND 5.6 FEET NORTH OF THE
 KF0086'WITNESS POST AND A WIRE FENCE.
 KF0086'
 KF0086'RM 1 IS A STANDARD DISK STAMPED MEGO NO 1 1960, SET IN A SQUARE
 KF0086'CONCRETE MONUMENT THAT IS FLUSH.  IT IS 46.1 FEET EAST OF THE
 KF0086'WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 KF0086'
 KF0086'RM 2 IS A STANDARD DISK STAMPED MEGO NO 2 1960, SET IN A SQUARE
 KF0086'CONCRETE MONUMENT THAT IS FLUSH.  IT IS 52.0 FEET WEST OF THE
 KF0086'WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 KF0086'
 KF0086'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MEGO 1960, SET IN A
 KF0086'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 4.8 FEET
 KF0086'SOUTHWEST OF A WITNESS POST AND 2 FEET SOUTH OF A WIRE FENCE.
 KF0086'
 KF0086'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 KF0086'PAVED ROAD FOR 0.5 MILE TO A GRAVELED ROAD RIGHT, TURN RIGHT AND
 KF0086'AND GO EAST FOR 0.4 MILE TO THE MARK ON THE LEFT.
 KF0086
 KF0086                          STATION RECOVERY (1960)
 KF0086
 KF0086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KF0086'1.8 MI NW FROM WAMEGO.
 KF0086'1.1 MILES WEST ON U.S. HIGHWAY 24 FROM THE JUNCTION OF U.S.
 KF0086'HIGHWAY 24 AND STATE HIGHWAY 99 AT THE NORTH EDGE OF WAMEGO,
 KF0086'ON THE SOUTH SIDE OF THE HIGHWAY AND AT THE TOP OF A SMALL CUT,
 KF0086'100 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 5.6 FEET NORTH
 KF0086'OF THE WITNESS POST AND FENCE, SET IN THE TOP CONCRETE POST
 KF0086'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 KF0086
 KF0086                          STATION RECOVERY (1986)
 KF0086
 KF0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1029 ***********************************************************************
 KF1029  DESIGNATION -  MEGO AZ MK
 KF1029  PID         -  KF1029
 KF1029  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1029  USGS QUAD   -  WAMEGO (1978)
 KF1029
 KF1029                         *CURRENT SURVEY CONTROL
 KF1029  ___________________________________________________________________
 KF1029* NAD 83(1997)-  39 13 02.36013(N)    096 19 08.52940(W)     ADJUSTED  
 KF1029* NAVD 88     -       329.     (meters)    1079.     (feet)  SCALED    
 KF1029  ___________________________________________________________________
 KF1029  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 KF1029  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 KF1029
 KF1029  HORZ ORDER  -  THIRD
 KF1029
 KF1029.The horizontal coordinates were established by classical geodetic methods
 KF1029.and adjusted by the National Geodetic Survey in October 1998..
 KF1029
 KF1029.The orthometric height was scaled from a topographic map.
 KF1029
 KF1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1029
 KF1029.The geoid height was determined by GEOID03.
 KF1029
 KF1029;                    North         East     Units Scale Factor Converg.
 KF1029;SPC KS N     -    99,480.037   545,154.799   MT  0.99995702   +1 03 48.9
 KF1029;UTM  14      - 4,344,318.657   731,454.661   MT  1.00025966   +1 41 45.0
 KF1029
 KF1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1029!SPC KS N     -   0.99995312  x   0.99995702  =   0.99991014
 KF1029!UTM  14      -   0.99995312  x   1.00025966  =   1.00021277
 KF1029
 KF1029:                Primary Azimuth Mark                     Grid Az
 KF1029:SPC KS N     -  WAMEGO MUN TANK                          168 21 30.6
 KF1029:UTM  14      -  WAMEGO MUN TANK                          167 43 34.5
 KF1029
 KF1029|---------------------------------------------------------------------|
 KF1029| PID    Reference Object                     Distance      Geod. Az  |
 KF1029|                                                           dddmmss.s |
 KF1029| KF1032 WAMEGO MUN TANK                     APPROX. 1.3 KM 1692519.5 |
 KF1029| KF0086 MEGO                                APPROX. 0.9 KM 2093020.2 |
 KF1029|---------------------------------------------------------------------|
 KF1029
 KF1029                          SUPERSEDED SURVEY CONTROL
 KF1029
 KF1029  NAD 83(1986)-  39 13 02.36626(N)    096 19 08.52568(W) AD(       ) 3
 KF1029  NAD 27      -  39 13 02.38350(N)    096 19 07.52800(W) AD(       ) 3
 KF1029
 KF1029.Superseded values are not recommended for survey control.
 KF1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1029.See file dsdata.txt to determine how the superseded data were derived.
 KF1029
 KF1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3145544319(NAD 83)
 KF1029_MARKER: DZ = AZIMUTH MARK DISK
 KF1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1029_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF1029+STABILITY: SURFACE MOTION
 KF1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF1029+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 KF1029
 KF1029  HISTORY     - Date     Condition        Report By
 KF1029  HISTORY     - 1961     MONUMENTED       CGS
 KF1029  HISTORY     - 20020802 GOOD             INDIV
 KF1029
 KF1029                          STATION DESCRIPTION
 KF1029
 KF1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (NES)
 KF1029'THE STATION IS ABOUT 1 MILE NORTH AND ABOUT 1 MILE WEST OF WAMEGO
 KF1029'ON THE NORTH RIGHT-OF-WAY OF AN EAST-WEST GRAVELED ROAD.
 KF1029'
 KF1029'TO REACH THE STATION FROM THE POST OFFICE IN WAMEGO GO NORTH ON
 KF1029'U.S. HIGHWAY 24 AND STATE HIGHWAY 99 FOR 0.5 MILE TO THEIR
 KF1029'JUNCTION.  TURN LEFT AND GO WEST ON U.S. HIGHWAY 24 FOR 0.5 MILE
 KF1029'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH ON THE GRAVELED
 KF1029'ROAD FOR 0.5 MILE TO A CROSSROAD, TURN LEFT AND GO WEST ON THE
 KF1029'GRAVELED ROAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 KF1029'
 KF1029'THE STATION, STAMPED MEGO 1961, IS AN AZIMUTH MARK DISK SET IN THE
 KF1029'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT
 KF1029'IS 18 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 4 FEET
 KF1029'SOUTHWEST OF THE WITNESS POST AND 2-1/2 FEET SOUTH OF AN
 KF1029'EAST-WEST FENCE LINE.
 KF1029'
 KF1029'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 KF1029
 KF1029                          STATION RECOVERY (2002)
 KF1029
 KF1029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RJH)
 KF1029'STATION DESCRIPTION SHOULD READ  TO REACH THE STATION FROM THE POST
 KF1029'OFFICE IN WAMEGO GO EAST ON 4TH STREET 0.1 MILES TO STATE HIGHWAY 99,
 KF1029'TURN LEFT AND GO NORTH ON STATE HIGHWAY 99 FOR 0.6 MILES TO U.S.
 KF1029'HIGHWAY 24, TURN LEFT AND GO WEST ON U.S. HIGHWAY 24 FOR 0.5 MILES...
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0087 ***********************************************************************
 KF0087  DESIGNATION -  MEGO RM 1
 KF0087  PID         -  KF0087
 KF0087  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0087  USGS QUAD   -  WAMEGO (1978)
 KF0087
 KF0087                         *CURRENT SURVEY CONTROL
 KF0087  ___________________________________________________________________
 KF0087* NAD 83(1986)-  39 12 36.     (N)    096 19 27.     (W)     SCALED    
 KF0087* NAVD 88     -       335.743  (meters)    1101.52   (feet)  ADJUSTED  
 KF0087  ___________________________________________________________________
 KF0087  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 KF0087  DYNAMIC HT  -         335.524 (meters)    1100.80  (feet)  COMP
 KF0087  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 KF0087
 KF0087  VERT ORDER  -  SECOND    CLASS 0
 KF0087
 KF0087.The horizontal coordinates were scaled from a topographic map and have
 KF0087.an estimated accuracy of +/- 6 seconds.
 KF0087
 KF0087.The orthometric height was determined by differential leveling
 KF0087.and adjusted by the National Geodetic Survey in June 1991..
 KF0087
 KF0087.The geoid height was determined by GEOID03.
 KF0087
 KF0087.The dynamic height is computed by dividing the NAVD 88
 KF0087.geopotential number by the normal gravity value computed on the
 KF0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0087.degrees latitude (g = 980.6199 gals.).
 KF0087
 KF0087.The modeled gravity was interpolated from observed gravity values.
 KF0087
 KF0087;                    North         East    Units  Estimated Accuracy
 KF0087;SPC KS N     -    98,660.      544,730.      MT  (+/- 180 meters Scaled)
 KF0087
 KF0087                          SUPERSEDED SURVEY CONTROL
 KF0087
 KF0087  NGVD 29 (??/??/92)  335.629  (m)         1101.14   (f) ADJ UNCH    2 0
 KF0087
 KF0087.Superseded values are not recommended for survey control.
 KF0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0087.See file dsdata.txt to determine how the superseded data were derived.
 KF0087
 KF0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ310434(NAD 83)
 KF0087_MARKER: DR = REFERENCE MARK DISK
 KF0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0087_SP_SET: CONCRETE POST
 KF0087_STAMPING: MEGO NO 1 1961
 KF0087_MARK LOGO: CGS   
 KF0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0087+STABILITY: SURFACE MOTION
 KF0087
 KF0087  HISTORY     - Date     Condition        Report By
 KF0087  HISTORY     - 1960     MONUMENTED       CGS
 KF0087  HISTORY     - 1986     GOOD             NGS
 KF0087
 KF0087                          STATION DESCRIPTION
 KF0087
 KF0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0087'1.8 MI NW FROM WAMEGO.
 KF0087'1.1 MILES WEST ALONG U.S. HIGHWAY 24 FROM THE JUNCTION OF U.S.
 KF0087'HIGHWAY 24 AND STATE HIGHWAY 99 AT THE NORTH EDGE OF WAMEGO, ON
 KF0087'THE SOUTH SIDE OF THE HIGHWAY AND ON TOP OF A SMALL CUT, 46 FEET
 KF0087'EAST OF THE WITNESS POST AND STATION, 1 FOOT NORTH OF THE FENCE,
 KF0087'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH.
 KF0087
 KF0087                          STATION RECOVERY (1986)
 KF0087
 KF0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0088 ***********************************************************************
 KF0088  DESIGNATION -  MEGO RM 2
 KF0088  PID         -  KF0088
 KF0088  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0088  USGS QUAD   -  WAMEGO (1978)
 KF0088
 KF0088                         *CURRENT SURVEY CONTROL
 KF0088  ___________________________________________________________________
 KF0088* NAD 83(1986)-  39 12 36.     (N)    096 19 27.     (W)     SCALED    
 KF0088* NAVD 88     -       335.150  (meters)    1099.57   (feet)  ADJUSTED  
 KF0088  ___________________________________________________________________
 KF0088  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 KF0088  DYNAMIC HT  -         334.931 (meters)    1098.85  (feet)  COMP
 KF0088  MODELED GRAV-     979,965.3   (mgal)                       NAVD 88
 KF0088
 KF0088  VERT ORDER  -  SECOND    CLASS 0
 KF0088
 KF0088.The horizontal coordinates were scaled from a topographic map and have
 KF0088.an estimated accuracy of +/- 6 seconds.
 KF0088
 KF0088.The orthometric height was determined by differential leveling
 KF0088.and adjusted by the National Geodetic Survey in June 1991..
 KF0088
 KF0088.The geoid height was determined by GEOID03.
 KF0088
 KF0088.The dynamic height is computed by dividing the NAVD 88
 KF0088.geopotential number by the normal gravity value computed on the
 KF0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0088.degrees latitude (g = 980.6199 gals.).
 KF0088
 KF0088.The modeled gravity was interpolated from observed gravity values.
 KF0088
 KF0088;                    North         East    Units  Estimated Accuracy
 KF0088;SPC KS N     -    98,660.      544,730.      MT  (+/- 180 meters Scaled)
 KF0088
 KF0088                          SUPERSEDED SURVEY CONTROL
 KF0088
 KF0088  NGVD 29 (??/??/92)  335.035  (m)         1099.19   (f) ADJ UNCH    2 0
 KF0088
 KF0088.Superseded values are not recommended for survey control.
 KF0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0088.See file dsdata.txt to determine how the superseded data were derived.
 KF0088
 KF0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ310434(NAD 83)
 KF0088_MARKER: DR = REFERENCE MARK DISK
 KF0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0088_SP_SET: CONCRETE POST
 KF0088_STAMPING: MEGO NO 2 1961
 KF0088_MARK LOGO: CGS   
 KF0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0088+STABILITY: SURFACE MOTION
 KF0088
 KF0088  HISTORY     - Date     Condition        Report By
 KF0088  HISTORY     - 1960     MONUMENTED       CGS
 KF0088  HISTORY     - 1986     GOOD             NGS
 KF0088
 KF0088                          STATION DESCRIPTION
 KF0088
 KF0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0088'1.8 MI NW FROM WAMEGO.
 KF0088'1.1 MILE WEST ALONG U.S. HIGHWAY 24 FROM THE JUNCTION OF U.S.
 KF0088'HIGHWAY 24 AND STATE HIGHWAY 99 AT THE NORTH EDGE OF WAMEGO,
 KF0088'ON THE SOUTH SIDE OF THE HIGHWAY AND ON TOP OF A SMALL CUT,
 KF0088'52 FEET WEST OF THE WITNESS POST, 51 FEET WEST OF THE STATION,
 KF0088'1 FOOT NORTH OF THE FENCE, SET IN THE TOP OF CONCRETE POST
 KF0088'THAT IS FLUSH WITH THE SURFACE.
 KF0088
 KF0088                          STATION RECOVERY (1986)
 KF0088
 KF0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1800 ***********************************************************************
 JE1800  DESIGNATION -  MEL
 JE1800  PID         -  JE1800
 JE1800  STATE/COUNTY-  KS/OSAGE
 JE1800  USGS QUAD   -  LYNDON (1983)
 JE1800
 JE1800                         *CURRENT SURVEY CONTROL
 JE1800  ___________________________________________________________________
 JE1800* NAD 83(1997)-  38 31 42.63964(N)    095 39 21.92956(W)     ADJUSTED  
 JE1800* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 JE1800  ___________________________________________________________________
 JE1800  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 JE1800  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JE1800
 JE1800  HORZ ORDER  -  THIRD
 JE1800
 JE1800.The horizontal coordinates were established by classical geodetic methods
 JE1800.and adjusted by the National Geodetic Survey in October 1998..
 JE1800
 JE1800.The orthometric height was scaled from a topographic map.
 JE1800
 JE1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1800
 JE1800.The geoid height was determined by GEOID03.
 JE1800
 JE1800;                    North         East     Units Scale Factor Converg.
 JE1800;SPC KS S     -   610,424.778   647,943.911   MT  0.99999268   +1 44 51.6
 JE1800;UTM  15      - 4,267,801.311   268,467.030   MT  1.00026022   -1 39 18.8
 JE1800
 JE1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1800!SPC KS S     -   0.99995484  x   0.99999268  =   0.99994752
 JE1800!UTM  15      -   0.99995484  x   1.00026022  =   1.00021505
 JE1800
 JE1800:                Primary Azimuth Mark                     Grid Az
 JE1800:SPC KS S     -  MEL AZ MK                                004 02 12.7
 JE1800:UTM  15      -  MEL AZ MK                                007 26 23.1
 JE1800
 JE1800|---------------------------------------------------------------------|
 JE1800| PID    Reference Object                     Distance      Geod. Az  |
 JE1800|                                                           dddmmss.s |
 JE1800| CL4872 MEL AZ MK                                          0054704.3 |
 JE1800| JE1805 AMARILLO KANSAS CITY AWY BN 40      APPROX. 1.1 KM 1295127.4 |
 JE1800| CL4873 MEL RM 1                             13.783 METERS 22410     |
 JE1800| CL4874 MEL RM 2                             13.966 METERS 31423     |
 JE1800|---------------------------------------------------------------------|
 JE1800
 JE1800                          SUPERSEDED SURVEY CONTROL
 JE1800
 JE1800  NAD 83(1986)-  38 31 42.64588(N)    095 39 21.93096(W) AD(       ) 3
 JE1800  NAD 27      -  38 31 42.59900(N)    095 39 20.98800(W) AD(       ) 3
 JE1800
 JE1800.Superseded values are not recommended for survey control.
 JE1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1800.See file dsdata.txt to determine how the superseded data were derived.
 JE1800
 JE1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6846767801(NAD 83)
 JE1800_MARKER: DD = SURVEY DISK
 JE1800_SETTING: 80 = SET IN A BOULDER
 JE1800_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JE1800
 JE1800  HISTORY     - Date     Condition        Report By
 JE1800  HISTORY     - 1948     MONUMENTED       CGS
 JE1800  HISTORY     - 1958     GOOD             CGS
 JE1800
 JE1800                          STATION DESCRIPTION
 JE1800
 JE1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1800'THE STATION IS LOCATED ON THE EAST SLOPE OF A HILL ABOUT
 JE1800'2.0 MILES NORTHWEST OF MELVERN, 49 FEET EAST OF THE CENTER
 JE1800'OF A GRADED ROAD, 32 FEET EAST OF A WOVEN WIRE FENCE, AND
 JE1800'8 FEET NORTHWEST OF A SMALL LOCUST TREE.  IT IS SET IN A
 JE1800'DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE GROUND AND
 JE1800'IS SURROUNDED BY SEVERAL OTHER BOULDERS.  IT IS STAMPED
 JE1800'MEL 1948.
 JE1800'
 JE1800'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE AND IS
 JE1800'17.5 FEET EAST OF THE CENTER OF A GRADED ROAD.  IT PROJECTS
 JE1800'6 INCHES AND IS STAMPED MEL NO 1 1948.
 JE1800'
 JE1800'REFERENCE MARK NO. 2 IS 18 FEET EAST OF THE CENTER OF A
 JE1800'GRADED ROAD AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 6
 JE1800'INCHES AND IS STAMPED MEL NO 2 1948.
 JE1800'
 JE1800'AZIMUTH MARK IS 0.1 MILE EAST OF A CROSSROAD, 26 FEET SOUTH
 JE1800'OF THE CENTER OF A GRADED ROAD, 1.5 FEET EAST OF A WITNESS
 JE1800'POST, AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 4 INCHES
 JE1800'AND IS STAMPED MEL 1948.
 JE1800'
 JE1800'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN
 JE1800'OF MELVERN, GO NORTH ON GRAVELED ROAD FOR 1.0 MILE, TURN
 JE1800'LEFT AND GO WEST FOR 1.0 MILE TO A T ROAD RIGHT, TURN RIGHT
 JE1800'AND GO NORTH FOR 0.5 MILE TO THE TOP OF A HILL AND THE STATION
 JE1800'ON THE RIGHT AS DESCRIBED.
 JE1800'
 JE1800'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR
 JE1800'0.6 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST FOR 0.1
 JE1800'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 JE1800'
 JE1800'AN 87 FOOT SIGNAL AT ROCK IS VISIBLE AT 4 FEET.
 JE1800'
 JE1800'A 74 FOOT SIGNAL AT MELVERN IS VISIBLE AT 4 FEET.
 JE1800
 JE1800                          STATION RECOVERY (1958)
 JE1800
 JE1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 JE1800'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JE1800'FOUND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1091 ***********************************************************************
 HE1091  DESIGNATION -  MELROSE
 HE1091  PID         -  HE1091
 HE1091  STATE/COUNTY-  KS/CHEROKEE
 HE1091  USGS QUAD   -  MELROSE (1974)
 HE1091
 HE1091                         *CURRENT SURVEY CONTROL
 HE1091  ___________________________________________________________________
 HE1091* NAD 83(1997)-  37 01 55.09453(N)    094 57 32.10293(W)     ADJUSTED  
 HE1091* NAVD 88     -       271.6    (meters)     891.     (feet)  VERTCON   
 HE1091  ___________________________________________________________________
 HE1091  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 HE1091  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HE1091
 HE1091  HORZ ORDER  -  SECOND
 HE1091
 HE1091.The horizontal coordinates were established by classical geodetic methods
 HE1091.and adjusted by the National Geodetic Survey in October 1998..
 HE1091
 HE1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1091
 HE1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1091
 HE1091.The geoid height was determined by GEOID03.
 HE1091
 HE1091;                    North         East     Units Scale Factor Converg.
 HE1091;SPC KS S     -   446,526.710   715,007.058   MT  1.00005441   +2 10 33.9
 HE1091;SPC OK N     -   229,703.926   870,550.230   MT  1.00005918   +1 47 40.9
 HE1091;SPC OK N     -   753,620.30  2,856,130.21   sFT  1.00005918   +1 47 40.9
 HE1091;UTM  15      - 4,100,213.215   325,766.820   MT  0.99997398   -1 10 48.3
 HE1091
 HE1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1091!SPC KS S     -   0.99996202  x   1.00005441  =   1.00001643
 HE1091!SPC OK N     -   0.99996202  x   1.00005918  =   1.00002120
 HE1091!UTM  15      -   0.99996202  x   0.99997398  =   0.99993600
 HE1091
 HE1091|---------------------------------------------------------------------|
 HE1091| PID    Reference Object                     Distance      Geod. Az  |
 HE1091|                                                           dddmmss.s |
 HE1091| CN7422 MELROSE RM 1                         23.352 METERS 18012     |
 HE1091| CN7421 MELROSE AZ MK                                      2721610.4 |
 HE1091| CN7423 MELROSE RM 2                         22.532 METERS 27636     |
 HE1091|---------------------------------------------------------------------|
 HE1091
 HE1091                          SUPERSEDED SURVEY CONTROL
 HE1091
 HE1091  NAD 83(1997)-  37 01 55.09868(N)    094 57 32.10395(W) AD(       ) 2
 HE1091  NAD 83(1986)-  37 01 55.11133(N)    094 57 32.09447(W) AD(       ) 2
 HE1091  NAD 27      -  37 01 54.86494(N)    094 57 31.25393(W) AD(       ) 2
 HE1091  NGVD 29 (07/19/86)  271.5    (m)          891.     (f) VERT ANG       
 HE1091
 HE1091.Superseded values are not recommended for survey control.
 HE1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1091.See file dsdata.txt to determine how the superseded data were derived.
 HE1091
 HE1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2576700213(NAD 83)
 HE1091_MARKER: DS = TRIANGULATION STATION DISK
 HE1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1091
 HE1091  HISTORY     - Date     Condition        Report By
 HE1091  HISTORY     - 1958     MONUMENTED       CGS
 HE1091  HISTORY     - 1961     GOOD             CGS
 HE1091  HISTORY     - 1965     GOOD             CGS
 HE1091  HISTORY     - 1966     GOOD             CGS
 HE1091
 HE1091                          STATION DESCRIPTION
 HE1091
 HE1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 HE1091'THE STATION IS LOCATED IN THE WEST EDGE OF THE SMALL SETTLEMENT
 HE1091'OF MELROSE, ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY NO.
 HE1091'166.  IT IS 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 HE1091'HOUSE, 52 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 HE1091'NO. 166, 38 FEET WEST OF THE CENTER OF A DIRT ROAD AND 9
 HE1091'FEET SOUTH-SOUTHEAST OF A WITNESS POST.  THE MARK IS SET
 HE1091'FLUSH AND STAMPED MELROSE 1958.
 HE1091'
 HE1091'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 HE1091'IN A DRILL HOLE IN THE SOUTH CURB OF U.S. HIGHWAY NO. 166.
 HE1091'IT IS 66 FEET WEST OF A POWERLINE POLE AND 43 FEET NORTH
 HE1091'OF THE NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING.  THE MARK
 HE1091'IS STAMPED MELROSE NO 1 1958.
 HE1091'
 HE1091'REFERENCE MARK NO. 2 IS 60 FEET NORTH OF THE CENTER LINE OF
 HE1091'U.S. HIGHWAY NO. 166 AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 HE1091'IS SET FLUSH AND STAMPED MELROSE NO 2 1958.
 HE1091'
 HE1091'THE AZIMUTH MARK IS 94 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 HE1091'NO. 166, 45 FEET EAST OF THE CENTER OF A DRIVEWAY INTO ROADSIDE
 HE1091'PARK, 2 FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF
 HE1091'A FENCE.  THE MARK IS SET FLUSH AND STAMPED MELROSE 1958.
 HE1091'
 HE1091'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 HE1091'69 AND U.S. HIGHWAY NO. 166 WHICH IS ABOUT 5 MILES WEST
 HE1091'OF BAXTER SPRINGS, GO WEST ON U.S. HIGHWAY NO. 166 FOR 6.85
 HE1091'MILES TO THE STATION ON RIGHT AS DESCRIBED.
 HE1091'
 HE1091'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY
 HE1091'ON U.S. HIGHWAY NO. 166 FOR 0.2 MILE TO THE MARK ON RIGHT
 HE1091'AS DESCRIBED.
 HE1091'
 HE1091'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 HE1091
 HE1091                          STATION RECOVERY (1961)
 HE1091
 HE1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 HE1091'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 HE1091'MARK WERE FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 HE1091'TO REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK CHECKED.
 HE1091'A WITNESS POST WAS SET 9 FEET NORTH OF THE STATION MARK AND
 HE1091'ANOTHER WITNESS POST WAS SET 2 FEET SOUTH OF THE AZIMUTH
 HE1091'MARK.
 HE1091'
 HE1091'THE PREVIOUS DESCRIPTION AND TO REACH ARE ADEQUATE.
 HE1091'
 HE1091'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE1091
 HE1091                          STATION RECOVERY (1965)
 HE1091
 HE1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1091'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE1091'WERE RECOVERED AS DESCRIBED IN 1958.
 HE1091
 HE1091                          STATION RECOVERY (1966)
 HE1091
 HE1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1091'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 HE1091'MARK WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1197 ***********************************************************************
 JE1197  DESIGNATION -  MELT
 JE1197  PID         -  JE1197
 JE1197  STATE/COUNTY-  KS/COFFEY
 JE1197  USGS QUAD   -  WAVERLY NW (1983)
 JE1197
 JE1197                         *CURRENT SURVEY CONTROL
 JE1197  ___________________________________________________________________
 JE1197* NAD 83(1997)-  38 25 47.61285(N)    095 40 26.34780(W)     ADJUSTED  
 JE1197* NAVD 88     -       346.799  (meters)    1137.79   (feet)  ADJUSTED  
 JE1197  ___________________________________________________________________
 JE1197  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 JE1197  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JE1197  DYNAMIC HT  -         346.550 (meters)    1136.97  (feet)  COMP
 JE1197  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 JE1197
 JE1197  HORZ ORDER  -  SECOND
 JE1197  VERT ORDER  -  SECOND    CLASS 0
 JE1197
 JE1197.The horizontal coordinates were established by classical geodetic methods
 JE1197.and adjusted by the National Geodetic Survey in October 1998..
 JE1197
 JE1197.The orthometric height was determined by differential leveling
 JE1197.and adjusted by the National Geodetic Survey in June 1991..
 JE1197
 JE1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1197
 JE1197.The geoid height was determined by GEOID03.
 JE1197
 JE1197.The dynamic height is computed by dividing the NAVD 88
 JE1197.geopotential number by the normal gravity value computed on the
 JE1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1197.degrees latitude (g = 980.6199 gals.).
 JE1197
 JE1197.The modeled gravity was interpolated from observed gravity values.
 JE1197
 JE1197;                    North         East     Units Scale Factor Converg.
 JE1197;SPC KS S     -   599,435.337   646,716.079   MT  0.99997581   +1 44 12.0
 JE1197;UTM  15      - 4,256,901.001   266,588.864   MT  1.00027099   -1 39 46.0
 JE1197
 JE1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1197!SPC KS S     -   0.99995050  x   0.99997581  =   0.99992631
 JE1197!UTM  15      -   0.99995050  x   1.00027099  =   1.00022147
 JE1197
 JE1197:                Primary Azimuth Mark                     Grid Az
 JE1197:SPC KS S     -  MELVERN MUNICIPAL TANK                   019 04 05.4
 JE1197:UTM  15      -  MELVERN MUNICIPAL TANK                   022 28 03.4
 JE1197
 JE1197|---------------------------------------------------------------------|
 JE1197| PID    Reference Object                     Distance      Geod. Az  |
 JE1197|                                                           dddmmss.s |
 JE1197| JE1804 MELVERN MUNICIPAL TANK              APPROX. 9.1 KM 0204817.4 |
 JE1197| JE1495 MELT RM 1                            22.205 METERS 04509     |
 JE1197| JE1726 WAVERLY MUNICIPAL TANK              APPROX. 7.7 KM 1232430.6 |
 JE1197| JE1496 MELT RM 2                            23.458 METERS 14104     |
 JE1197| JE1738 MELT ECC                              9.069 METERS 17929     |
 JE1197| JE1735 HALLS SUMMIT MICROWAVE TOWER        APPROX.10.5 KM 1801356.7 |
 JE1197| JE1750 LEBO MUNICIPAL TANK                 APPROX.16.3 KM 2641043.8 |
 JE1197| JE1199 FROG                                403.844 METERS 2654904.3 |
 JE1197| JE1739 FROG A                              390.723 METERS 27918     |
 JE1197| JE1743 FROG B                              394.756 METERS 28809     |
 JE1197|---------------------------------------------------------------------|
 JE1197
 JE1197                          SUPERSEDED SURVEY CONTROL
 JE1197
 JE1197  NAD 83(1986)-  38 25 47.61892(N)    095 40 26.34916(W) AD(       ) 2
 JE1197  NAD 27      -  38 25 47.56480(N)    095 40 25.40080(W) AD(       ) 2
 JE1197  NGVD 29 (??/??/92)  346.633  (m)         1137.25   (f) ADJ UNCH    2 0
 JE1197
 JE1197.Superseded values are not recommended for survey control.
 JE1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1197.See file dsdata.txt to determine how the superseded data were derived.
 JE1197
 JE1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6658956901(NAD 83)
 JE1197_MARKER: DS = TRIANGULATION STATION DISK
 JE1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1197_STAMPING: MELT 1960
 JE1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1197+STABILITY: SURFACE MOTION
 JE1197
 JE1197  HISTORY     - Date     Condition        Report By
 JE1197  HISTORY     - 1960     MONUMENTED       CGS
 JE1197  HISTORY     - 1960     GOOD             CGS
 JE1197  HISTORY     - 1974     GOOD             NGS
 JE1197
 JE1197                          STATION DESCRIPTION
 JE1197
 JE1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1197'THE STATION IS ABOUT 5-1/4 MILES SOUTH AND 2 MILES WEST OF
 JE1197'MELVERN AND ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH ROAD.
 JE1197'
 JE1197'TO REACH THE STATION FROM THE POST OFFICE IN MELVERN GO WEST ON
 JE1197'STATE HIGHWAY 174 FOR 3.0 MILES TO THE JUNCTION WITH U.S.
 JE1197'HIGHWAY 75, TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 75 FOR 6.0
 JE1197'MILES TO A CROSSROAD, TURN LEFT AND GO EAST ON THE GRADED ROAD
 JE1197'FOR 1.0 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH ON THE DIRT
 JE1197'ROAD FOR 0.75 MILE TO THE STATION ON THE LEFT.
 JE1197'
 JE1197'THE STATION MARK, STAMPED MELT 1960, IS A STANDARD DISK SET IN
 JE1197'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 JE1197'IT IS 25 FEET WEST OF THE CENTER OF THE DIRT ROAD AND 3 FEET
 JE1197'SOUTHEAST OF A WITNESS POST THAT IS SET IN A NORTH-SOUTH FENCE
 JE1197'LINE.
 JE1197'
 JE1197'THE UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED MELT 1960.
 JE1197'
 JE1197'REFERENCE MARK NO. 1, STAMPED MELT NO 1 1960, IS A STANDARD DISK
 JE1197'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 JE1197'INCHES.  IT IS 25 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 6
 JE1197'INCHES WEST OF A NORTH-SOUTH FENCE LINE.
 JE1197'
 JE1197'REFERENCE MARK NO. 2, STAMPED MELT NO 2 1960, IS A STANDARD DISK
 JE1197'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 JE1197'INCHES.  IT IS 23 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 2
 JE1197'FEET WEST OF A NORTH-SOUTH FENCE LINE.
 JE1197
 JE1197                          STATION RECOVERY (1960)
 JE1197
 JE1197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 JE1197'7 MI SW FROM MELVERN.
 JE1197'3.0 MILES WEST ALONG STATE HIGHWAY 174 FROM THE POST OFFICE AT
 JE1197'MELVERN, THENCE 6.0 MILES SOUTH ALONG U.S. HIGHWAY 75, THENCE
 JE1197'1.0 MILE EAST ALONG GRADED ROAD, THENCE 0.75 MILE NORTH ON THE
 JE1197'DIRT ROAD, 25 FEET WEST OF THE CENTER OF THE DIRT ROAD, 3 FEET
 JE1197'SOUTHEAST OF THE WITNESS POST, SET IN THE TOP OF A SQUARE
 JE1197'CONCRETE POST THAT PROJECTS 3 INCHES.
 JE1197
 JE1197                          STATION RECOVERY (1974)
 JE1197
 JE1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1197'RM 1 TO RM 2 OBSTRUCTED.
 JE1197'
 JE1197'THE STATION MARK, REFERENCE MARKS 1, 2 AND FROG 1960 WERE RECOVERED
 JE1197'IN GOOD CONDITION.  DIRECTIONS TO REFERENCE MARKS 1, 2 AND FROG 1960
 JE1197'CHECKED.  A DIFFERENCE OF 0.04 FEET AND 0.007 METERS IS NOTED IN
 JE1197'THE DISTANCE TO REFERENCE MARK 1 AND A DIFFERENCE OF 0.05 FEET AND
 JE1197'0.016 METERS IS NOTED IN THE DISTANCE TO REFERENCE MARK 2.  STATION
 JE1197'FROG 1960 WAS USED AS THE AZIMUTH MARK.  A COMPLETE DESCRIPTION
 JE1197'FOLLOWS.
 JE1197'
 JE1197'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF WAVERLY, 5-1/2 MILES
 JE1197'SOUTH-SOUTHEAST OF MELVERM, 6-1/2 MILES NORTH OF HALLS SUMMIT AND
 JE1197'ON COUNTY ROAD RIGHT-OF-WAY IN THE NORTHEAST QUARTER OF SEC 6, R
 JE1197'16 E, T 19 S.
 JE1197'
 JE1197'TO REACH THE STATION FROM THE POST OFFICE IN WAVERLY, GO NORTH ON
 JE1197'STATE HIGHWAY 31 FOR 0.8 MILES TO THE JUNCTION WITH OLD U.S. HIGHWAY
 JE1197'50, TURN LEFT AND GO WEST ON OLD U.S. HIGHWAY 50 FOR 3.9 MILES TO A
 JE1197'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A GRADED COUNTY ROAD
 JE1197'FOR 1.0 MILE TO A CROSSROAD, CONTINUE NORTH ON THE GRADED ROAD
 JE1197'FOR 0.25 MILE TO THE CREST OF A HILL AND THE STATION ON THE LEFT.
 JE1197'
 JE1197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 JE1197'NORTHWEST OF WAVERLY.
 JE1197'
 JE1197'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1495 ***********************************************************************
 JE1495  DESIGNATION -  MELT RM 1
 JE1495  PID         -  JE1495
 JE1495  STATE/COUNTY-  KS/COFFEY
 JE1495  USGS QUAD   -  WAVERLY NW (1983)
 JE1495
 JE1495                         *CURRENT SURVEY CONTROL
 JE1495  ___________________________________________________________________
 JE1495* NAD 83(1986)-  38 25 48.     (N)    095 40 26.     (W)     SCALED    
 JE1495* NAVD 88     -       346.922  (meters)    1138.19   (feet)  ADJUSTED  
 JE1495  ___________________________________________________________________
 JE1495  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JE1495  DYNAMIC HT  -         346.673 (meters)    1137.38  (feet)  COMP
 JE1495  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 JE1495
 JE1495  VERT ORDER  -  SECOND    CLASS 0
 JE1495
 JE1495.The horizontal coordinates were scaled from a topographic map and have
 JE1495.an estimated accuracy of +/- 6 seconds.
 JE1495
 JE1495.The orthometric height was determined by differential leveling
 JE1495.and adjusted by the National Geodetic Survey in June 1991..
 JE1495
 JE1495.The geoid height was determined by GEOID03.
 JE1495
 JE1495.The dynamic height is computed by dividing the NAVD 88
 JE1495.geopotential number by the normal gravity value computed on the
 JE1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1495.degrees latitude (g = 980.6199 gals.).
 JE1495
 JE1495.The modeled gravity was interpolated from observed gravity values.
 JE1495
 JE1495;                    North         East    Units  Estimated Accuracy
 JE1495;SPC KS S     -   599,450.      646,720.      MT  (+/- 180 meters Scaled)
 JE1495
 JE1495                          SUPERSEDED SURVEY CONTROL
 JE1495
 JE1495  NGVD 29 (??/??/92)  346.756  (m)         1137.65   (f) ADJ UNCH    2 0
 JE1495
 JE1495.Superseded values are not recommended for survey control.
 JE1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1495.See file dsdata.txt to determine how the superseded data were derived.
 JE1495
 JE1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC665569(NAD 83)
 JE1495_MARKER: DR = REFERENCE MARK DISK
 JE1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1495_STAMPING: MELT NO 1 1960
 JE1495
 JE1495  HISTORY     - Date     Condition        Report By
 JE1495  HISTORY     - 1960     MONUMENTED       CGS
 JE1495  HISTORY     - 1974     GOOD             NGS
 JE1495
 JE1495                          STATION DESCRIPTION
 JE1495
 JE1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1495'5.2 MI W FROM WAVERLY.
 JE1495'AT THE MELT STATION SITE.  THE MARK IS SET IN THE TOP OF A CONCRETE
 JE1495'POST PROJECTING 2-INCHES, 72.88 FEET NORTHEAST OF THE STATION, 25 FEET
 JE1495'EAST OF THE APPROXIMATE CENTER OF A GRAVEL AND DIRT ROAD, 1 FOOT WEST
 JE1495'OF A FENCE LINE THAT IS IN THE APPROXIMATE CENTER OF A HEDGE ROW AND
 JE1495'IS ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1496 ***********************************************************************
 JE1496  DESIGNATION -  MELT RM 2
 JE1496  PID         -  JE1496
 JE1496  STATE/COUNTY-  KS/COFFEY
 JE1496  USGS QUAD   -  WAVERLY NW (1983)
 JE1496
 JE1496                         *CURRENT SURVEY CONTROL
 JE1496  ___________________________________________________________________
 JE1496* NAD 83(1986)-  38 25 48.     (N)    095 40 26.     (W)     SCALED    
 JE1496* NAVD 88     -       346.923  (meters)    1138.20   (feet)  ADJUSTED  
 JE1496  ___________________________________________________________________
 JE1496  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JE1496  DYNAMIC HT  -         346.674 (meters)    1137.38  (feet)  COMP
 JE1496  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 JE1496
 JE1496  VERT ORDER  -  SECOND    CLASS 0
 JE1496
 JE1496.The horizontal coordinates were scaled from a topographic map and have
 JE1496.an estimated accuracy of +/- 6 seconds.
 JE1496
 JE1496.The orthometric height was determined by differential leveling
 JE1496.and adjusted by the National Geodetic Survey in June 1991..
 JE1496
 JE1496.The geoid height was determined by GEOID03.
 JE1496
 JE1496.The dynamic height is computed by dividing the NAVD 88
 JE1496.geopotential number by the normal gravity value computed on the
 JE1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1496.degrees latitude (g = 980.6199 gals.).
 JE1496
 JE1496.The modeled gravity was interpolated from observed gravity values.
 JE1496
 JE1496;                    North         East    Units  Estimated Accuracy
 JE1496;SPC KS S     -   599,450.      646,720.      MT  (+/- 180 meters Scaled)
 JE1496
 JE1496                          SUPERSEDED SURVEY CONTROL
 JE1496
 JE1496  NGVD 29 (??/??/92)  346.757  (m)         1137.65   (f) ADJ UNCH    2 0
 JE1496
 JE1496.Superseded values are not recommended for survey control.
 JE1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1496.See file dsdata.txt to determine how the superseded data were derived.
 JE1496
 JE1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC665569(NAD 83)
 JE1496_MARKER: DR = REFERENCE MARK DISK
 JE1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1496_STAMPING: MELT NO 2 1960
 JE1496
 JE1496  HISTORY     - Date     Condition        Report By
 JE1496  HISTORY     - 1960     MONUMENTED       CGS
 JE1496  HISTORY     - 1974     GOOD             NGS
 JE1496
 JE1496                          STATION DESCRIPTION
 JE1496
 JE1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1496'5.2 MI W FROM WAVERLY.
 JE1496'AT THE MELT STATION SITE.  THE MARK IS SET IN THE TOP OF A CONCRETE
 JE1496'POST PROJECTING 2-INCHES, 76.91 FEET SOUTHEAST OF THE STATION, 23 FEET
 JE1496'EAST OF THE APPROXIMATE CENTER OF THE GRAVEL AND DIRT ROAD, 2 FEET
 JE1496'WEST OF A FENCE LINE THAT IS IN THE APPROXIMATE CENTER OF A HEDGE ROW
 JE1496'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1801 ***********************************************************************
 JE1801  DESIGNATION -  MELVERN
 JE1801  PID         -  JE1801
 JE1801  STATE/COUNTY-  KS/OSAGE
 JE1801  USGS QUAD   -  LYNDON (1983)
 JE1801
 JE1801                         *CURRENT SURVEY CONTROL
 JE1801  ___________________________________________________________________
 JE1801* NAD 83(1997)-  38 30 36.88030(N)    095 38 50.17408(W)     ADJUSTED  
 JE1801* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 JE1801  ___________________________________________________________________
 JE1801  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 JE1801  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JE1801
 JE1801  HORZ ORDER  -  THIRD
 JE1801
 JE1801.The horizontal coordinates were established by classical geodetic methods
 JE1801.and adjusted by the National Geodetic Survey in October 1998..
 JE1801
 JE1801.The orthometric height was scaled from a topographic map.
 JE1801
 JE1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1801
 JE1801.The geoid height was determined by GEOID03.
 JE1801
 JE1801;                    North         East     Units Scale Factor Converg.
 JE1801;SPC KS S     -   608,421.544   648,774.751   MT  0.99998933   +1 45 11.1
 JE1801;UTM  15      - 4,265,751.750   269,177.704   MT  1.00025617   -1 38 56.6
 JE1801
 JE1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1801!SPC KS S     -   0.99995437  x   0.99998933  =   0.99994370
 JE1801!UTM  15      -   0.99995437  x   1.00025617  =   1.00021053
 JE1801
 JE1801:                Primary Azimuth Mark                     Grid Az
 JE1801:SPC KS S     -  AMARILLO KANSAS CITY AWY BN 40           001 11 49.5
 JE1801:UTM  15      -  AMARILLO KANSAS CITY AWY BN 40           004 35 57.2
 JE1801
 JE1801|---------------------------------------------------------------------|
 JE1801| PID    Reference Object                     Distance      Geod. Az  |
 JE1801|                                                           dddmmss.s |
 JE1801| JE1805 AMARILLO KANSAS CITY AWY BN 40      APPROX. 1.3 KM 0025700.6 |
 JE1801| CL4875 MELVERN RM 1                         23.607 METERS 01532     |
 JE1801| CL4876 MELVERN RM 2                         27.106 METERS 16815     |
 JE1801|---------------------------------------------------------------------|
 JE1801
 JE1801                          SUPERSEDED SURVEY CONTROL
 JE1801
 JE1801  NAD 83(1986)-  38 30 36.88660(N)    095 38 50.17544(W) AD(       ) 3
 JE1801  NAD 27      -  38 30 36.83700(N)    095 38 49.23200(W) AD(       ) 3
 JE1801
 JE1801.Superseded values are not recommended for survey control.
 JE1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1801.See file dsdata.txt to determine how the superseded data were derived.
 JE1801
 JE1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6917865752(NAD 83)
 JE1801_MARKER: DS = TRIANGULATION STATION DISK
 JE1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1801
 JE1801  HISTORY     - Date     Condition        Report By
 JE1801  HISTORY     - 1948     MONUMENTED       CGS
 JE1801  HISTORY     - 1958     GOOD             CGS
 JE1801
 JE1801                          STATION DESCRIPTION
 JE1801
 JE1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1801'THE STATION IS LOCATED ABOUT 0.6 MILE WEST OF MELVERN, 181 FEET
 JE1801'EAST OF SOME CONCRETE FOUNDATIONS AND A WELL PUMP, 140 FEET
 JE1801'NORTH OF THE NORTH END OF A HEDGE ROW, 20.5 FEET WEST OF A
 JE1801'NORTH-SOUTH FENCE, AND 20 FEET WEST OF A WITNESS POST.  IT IS
 JE1801'SET FLUSH WITH THE GROUND AND IS STAMPED MELVERN 1948.
 JE1801'
 JE1801'REFERENCE MARK NO. 1 IS 0.5 FOOT WEST OF A NORTH-SOUTH FENCE
 JE1801'AND PROJECTS 3 INCHES.  IT IS STAMPED MELVERN NO 1 1948.
 JE1801'
 JE1801'REFERENCE MARK NO. 2 IS 0.5 FOOT WEST OF A NORTH-SOUTH FENCE
 JE1801'AND PROJECTS 4 INCHES.  IT IS STAMPED MELVERN NO 2 1948.
 JE1801'
 JE1801'AZIMUTH MARK, STATION MEL MAY BE USED AS AN AZIMUTH MARK
 JE1801'FOR THIS STATION.  IT IS ABOUT 1.5 MILE NORTH-NORTHWEST OF
 JE1801'THE STATION, AND IS ON THE EAST SLOPE OF A HILL, 49 FEET
 JE1801'EAST OF THE CENTER OF A GRADED ROAD, 32 FEET EAST OF A NORTH-SOUTH
 JE1801'FENCE, AND 8 FEET NORTHWEST OF A SMALL LOCUST TREE.  IT
 JE1801'IS A STANDARD U.S.C. AND G.S. STATION MARK DISK SET IN A DRILL
 JE1801'HOLE IN A BOULDER AND IS FLUSH WITH THE GROUND.  IT IS STAMPED
 JE1801'MEL 1948.
 JE1801'
 JE1801'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN
 JE1801'OF MELVERN, GO WEST ON GRAVELED ROAD FOR 0.6 MILE TO A FARM
 JE1801'ON THE RIGHT, TURN RIGHT THROUGH A BOARD GATE AND PASS THROUGH
 JE1801'THE BARN YARD, ALONG EAST SIDE OF BARN, AND CONTINUE
 JE1801'NORTHERLY ACROSS PASTURE FOR 0.2 MILE TO SOME CONCRETE
 JE1801'FOUNDATIONS AND A WELL PUMP, TURN RIGHT AND GO EAST FOR 181 FEET
 JE1801'TO THE STATION.
 JE1801'
 JE1801'TO REACH THE AZIMUTH MARK, TRIANGULATION STATION MEL, FROM
 JE1801'THE MAIN INTERSECTION IN THE TOWN OF MELVERN, GO NORTH ON
 JE1801'GRAVELED ROAD FOR 1.0 MILE, TURN LEFT AND GO WEST FOR 1.0
 JE1801'MILE TO A T ROAD RIGHT, TURN RIGHT AND GO NORTH FOR 0.5 MILE
 JE1801'TO THE TOP OF A HILL AND THE MARK ON THE RIGHT AS DESCRIBED.
 JE1801'
 JE1801'A 4 FOOT SIGNAL AT MEL IS VISIBLE AT 4 FEET.
 JE1801'
 JE1801'A 74 FOOT SIGNAL AT LYNDON IS VISIBLE AT 4 FEET.
 JE1801'
 JE1801'A 74 FOOT SIGNAL AT BICE 1934 IS VISIBLE AT 64 FEET.
 JE1801'
 JE1801'AN 87 FOOT SIGNAL AT ROCK IS VISIBLE AT 37 FEET.
 JE1801'
 JE1801'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1801
 JE1801                          STATION RECOVERY (1958)
 JE1801
 JE1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 JE1801'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JE1801'FOUND IN GOOD CONDITION.  A REVISED TO REACH DESCRIPTION
 JE1801'FOR THE STATION FOLLOWS.
 JE1801'
 JE1801'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE SMALL TOWN
 JE1801'OF MELVERN, GO WEST ON GRAVEL ROAD FOR 0.5 MILE TO THE REMAINS
 JE1801'OF FARM BUILDINGS, MOSTLY SHEDS, ON THE RIGHT.  TURN RIGHT
 JE1801'THROUGH GATE AND GO NORTH PASS SMALL SHED AND ACROSS PASTURE
 JE1801'FOR 0.2 MILE TO SOME CONCRETE FOUNDATIONS AND THE STATION
 JE1801'WHICH IS 181 FEET EAST OF THESE CONCRETE FOUNDATIONS AND 20
 JE1801'FEET WEST OF A WITNESS POST IN A NORTH-SOUTH FENCE-LINE.
 JE1801'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1804 ***********************************************************************
 JE1804  DESIGNATION -  MELVERN MUNICIPAL TANK
 JE1804  PID         -  JE1804
 JE1804  STATE/COUNTY-  KS/OSAGE
 JE1804  USGS QUAD   -  LYNDON (1983)
 JE1804
 JE1804                         *CURRENT SURVEY CONTROL
 JE1804  ___________________________________________________________________
 JE1804* NAD 83(1997)-  38 30 22.68756(N)    095 38 13.32551(W)     ADJUSTED  
 JE1804* NAVD 88     -                                                        
 JE1804  ___________________________________________________________________
 JE1804  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 JE1804  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JE1804
 JE1804  HORZ ORDER  -  THIRD
 JE1804
 JE1804.The horizontal coordinates were established by classical geodetic methods
 JE1804.and adjusted by the National Geodetic Survey in October 1998..
 JE1804
 JE1804
 JE1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1804
 JE1804.The geoid height was determined by GEOID03.
 JE1804
 JE1804;                    North         East     Units Scale Factor Converg.
 JE1804;SPC KS S     -   608,011.482   649,680.522   MT  0.99998862   +1 45 33.7
 JE1804;UTM  15      - 4,265,288.538   270,057.777   MT  1.00025118   -1 38 33.1
 JE1804
 JE1804                          SUPERSEDED SURVEY CONTROL
 JE1804
 JE1804  NAD 83(1986)-  38 30 22.69356(N)    095 38 13.32677(W) AD(       ) 4
 JE1804  NAD 27      -  38 30 22.64500(N)    095 38 12.38500(W) AD(       ) 3
 JE1804
 JE1804.Superseded values are not recommended for survey control.
 JE1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1804.See file dsdata.txt to determine how the superseded data were derived.
 JE1804
 JE1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7005865289(NAD 83)
 JE1804_MARKER: 51 = TANK
 JE1804
 JE1804  HISTORY     - Date     Condition        Report By
 JE1804  HISTORY     - 1960     FIRST OBSERVED   CGS
 JE1804
 JE1804                          STATION DESCRIPTION
 JE1804
 JE1804'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0817 ***********************************************************************
 KG0817  DESIGNATION -  MENDEL
 KG0817  PID         -  KG0817
 KG0817  STATE/COUNTY-  KS/GRAHAM
 KG0817  USGS QUAD   -  LENORA EAST (1978)
 KG0817
 KG0817                         *CURRENT SURVEY CONTROL
 KG0817  ___________________________________________________________________
 KG0817* NAD 83(1997)-  39 32 43.93126(N)    099 57 23.35384(W)     ADJUSTED  
 KG0817* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 KG0817  ___________________________________________________________________
 KG0817  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 KG0817  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 KG0817
 KG0817  HORZ ORDER  -  FIRST
 KG0817
 KG0817.The horizontal coordinates were established by classical geodetic methods
 KG0817.and adjusted by the National Geodetic Survey in October 1998..
 KG0817
 KG0817.The orthometric height was scaled from a topographic map.
 KG0817
 KG0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0817
 KG0817.The geoid height was determined by GEOID03.
 KG0817
 KG0817;                    North         East     Units Scale Factor Converg.
 KG0817;SPC KS N     -   136,387.191   231,843.831   MT  0.99997006   -1 14 16.4
 KG0817;UTM  14      - 4,377,754.980   417,815.133   MT  0.99968316   -0 36 32.5
 KG0817
 KG0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0817!SPC KS N     -   0.99988907  x   0.99997006  =   0.99985914
 KG0817!UTM  14      -   0.99988907  x   0.99968316  =   0.99957227
 KG0817
 KG0817|---------------------------------------------------------------------|
 KG0817| PID    Reference Object                     Distance      Geod. Az  |
 KG0817|                                                           dddmmss.s |
 KG0817| CO1781 MENDEL RM 1                          37.070 METERS 17746     |
 KG0817| CO1782 MENDEL RM 2                          33.211 METERS 26342     |
 KG0817| CO1780 MENDEL AZ MK 2                                     2712248.9 |
 KG0817| CO1779 MENDEL AZ MK                                       2715402.1 |
 KG0817| KH0729 LENORA MUNICIPAL TANK               APPROX. 7.9 KM 3292150.3 |
 KG0817|---------------------------------------------------------------------|
 KG0817
 KG0817                          SUPERSEDED SURVEY CONTROL
 KG0817
 KG0817  NAD 83(1997)-  39 32 43.93449(N)    099 57 23.35490(W) AD(       ) 1
 KG0817  NAD 83(1986)-  39 32 43.93647(N)    099 57 23.35616(W) AD(       ) 1
 KG0817  NAD 27      -  39 32 43.92100(N)    099 57 21.90700(W) AD(       ) 1
 KG0817
 KG0817.Superseded values are not recommended for survey control.
 KG0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0817.See file dsdata.txt to determine how the superseded data were derived.
 KG0817
 KG0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ1781577755(NAD 83)
 KG0817_MARKER: DS = TRIANGULATION STATION DISK
 KG0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0817_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0817
 KG0817  HISTORY     - Date     Condition        Report By
 KG0817  HISTORY     - 1934     MONUMENTED       CGS
 KG0817  HISTORY     - 1950     GOOD             CGS
 KG0817
 KG0817                          STATION DESCRIPTION
 KG0817
 KG0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0817'STATION IS IN THE SOUTHEAST QUARTER OF SEC. 11, T. 6 S., R. 25
 KG0817'W., ON THE LAND OF R.P. MENDEL, ABOUT 6.0 MILES WEST AND 12.5
 KG0817'MILES NORTH OF HILL CITY, IN NORTH FENCE OF SECTION-LINE LANE,
 KG0817'42 FEET WEST OF APPROXIMATE CENTERLINE OF ROAD, 5 FEET WEST OF
 KG0817'FENCE CORNER, AND IS 14 INCHES BELOW GROUND.
 KG0817'
 KG0817'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 24 AND
 KG0817'STATE ROUTE 21 IN HILL CITY BY GOING WEST ON U.S. HIGHWAY 24 FOR
 KG0817'7.0 MILES TO COUNTY ROUTE 539.  TURN RIGHT AND GO 13.0 MILES NORTH
 KG0817'OR 0.5 MILE PAST A STUCCO SCHOOL ON THE LEFT. TURN RIGHT ON DIRT
 KG0817'CROSS ROAD AND GO 1.0 MILE EAST.  TURN RIGHT AND GO 0.5 MILE
 KG0817'SOUTH TO FENCE CORNER AND STATION ON RIGHT (WEST).
 KG0817'
 KG0817'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 121 FEET SOUTH OF NORTH
 KG0817'FENCE OF SECTION-LINE LANE, IN FENCE LINE WHICH IS 34 FEET WEST
 KG0817'OF APPROXIMATE CENTERLINE OF ROAD, AND PROJECTS 6 INCHES ABOVE
 KG0817'GROUND.
 KG0817'
 KG0817'REFERENCE MARK NO. 2 IS WEST OF STATION, IN FENCE ON SOUTH SIDE
 KG0817'OF SECTION-LINE LANE, 150 FEET WEST OF APPROXIMATE CENTERLINE
 KG0817'OF ROAD, AND PROJECTS 6 INCHES ABOVE GROUND.
 KG0817'
 KG0817'AZIMUTH MARK IS 1 MILE WEST OF STATION, 30 FEET EAST OF CENTERLINE
 KG0817'OF ROAD IN FENCE LINE, 102 FEET EAST AND 44 FEET NORTH OF
 KG0817'NORTHEAST CORNER OF STUCCO SCHOOLHOUSE, AND PROJECTS 6
 KG0817'INCHES.
 KG0817'
 KG0817'TO REACH FROM STATION, GO 0.5 MILE NORTH, TURN LEFT AND GO 1.0
 KG0817'MILE WEST, TURN LEFT AND GO 0.5 MILE SOUTH TO MARK ON LEFT,
 KG0817'OPPOSITE SCHOOL.
 KG0817'
 KG0817'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 KG0817
 KG0817                          STATION RECOVERY (1950)
 KG0817
 KG0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0817'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 KG0817'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS
 KG0817'ESTABLISHED.  THE DIRECTIONS TO REFERENCE MARK NO. 1 AND REFERENCE
 KG0817'MARK NO. 2 WERE FOUND TO BE IN ERROR.
 KG0817'
 KG0817'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KG0817'
 KG0817'THE STATION IS LOCATED ABOUT 12.5 MILES NORTH AND 6.0 MILES WEST
 KG0817'OF HILL CITY AND ABOUT 4.5 MILES SOUTH AND 2.5 MILES EAST OF
 KG0817'LENORA IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD.  IT IS 26
 KG0817'FEET WEST OF THE CENTER OF A ROAD, 11 FEET NORTH OF AN EAST-WEST
 KG0817'FENCE LINE AND 6 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 KG0817'WITNESS POST.  IT IS STAMPED MENDEL 1934 AND IS 18 INCHES BELOW
 KG0817'THE GROUND SURFACE.
 KG0817'
 KG0817'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A CULTIVATED FIELD,
 KG0817'110 FEET SOUTH OF A T FENCE CORNER, 21 FEET WEST OF THE CENTER OF
 KG0817'ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KG0817'MENDEL NO 1 1934 AND PROJECTS 3 INCHES.
 KG0817'
 KG0817'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 KG0817'115 FEET WEST OF A T FENCE CORNER AND 1 FOOT NORTH OF AN EAST-WEST
 KG0817'FENCE LINE.  IT IS STAMPED MENDEL NO 2 1934 AND IS 12 INCHES
 KG0817'BELOW THE GROUND SURFACE.
 KG0817'
 KG0817'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 157.42 FEET.
 KG0817'
 KG0817'THE AZIMUTH MARK IS IN A SCHOOLYARD, 62 FEET WEST OF THE
 KG0817'CENTER OF ROAD, 1 FOOT EAST OF THE NORTHEAST CORNER OF SCHOOLHOUSE
 KG0817'AND 1 FOOT NORTH OF A WITNESS POST.  IT IS STAMPED MENDEL 1950
 KG0817'AND PROJECTS 3 INCHES.
 KG0817'
 KG0817'TO REACH THE STATION FROM THE POST OFFICE IN LENORA, GO EAST AND
 KG0817'SOUTH ON GRAVELED ROAD FOR 3.9 MILES TO A CROSSROAD, TURN LEFT
 KG0817'AND GO EAST AND SOUTH ON MAIN TRAVELED ROAD FOR 1.4 MILES TO A T
 KG0817'ROAD LEFT. (CONTINUE STRAIGHT AHEAD, SOUTH, FOR 0.45 MILE TO A
 KG0817'SCHOOLHOUSE AND AZIMUTH MARK ON RIGHT AS DESCRIBED).  TURN LEFT
 KG0817'AND GO EAST ON DIRT ROAD FOR 1.0 MILE TO A T INTERSECTION, TURN
 KG0817'RIGHT AND GO SOUTH FOR 0.5 MILE TO STATION ON RIGHT AS
 KG0817'DESCRIBED.
 KG0817'
 KG0817'OBSERVATIONS MADE FROM A 64 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0867 ***********************************************************************
 KF0867  DESIGNATION -  MEREDITH
 KF0867  PID         -  KF0867
 KF0867  STATE/COUNTY-  KS/CLOUD
 KF0867  USGS QUAD   -  LAMAR (1964)
 KF0867
 KF0867                         *CURRENT SURVEY CONTROL
 KF0867  ___________________________________________________________________
 KF0867* NAD 83(1997)-  39 21 01.06940(N)    097 35 38.06115(W)     ADJUSTED  
 KF0867* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 KF0867  ___________________________________________________________________
 KF0867  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 KF0867  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 KF0867
 KF0867  HORZ ORDER  -  THIRD
 KF0867
 KF0867.The horizontal coordinates were established by classical geodetic methods
 KF0867.and adjusted by the National Geodetic Survey in October 1998..
 KF0867
 KF0867.The orthometric height was scaled from a topographic map.
 KF0867
 KF0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0867
 KF0867.The geoid height was determined by GEOID03.
 KF0867
 KF0867;                    North         East     Units Scale Factor Converg.
 KF0867;SPC KS N     -   112,973.594   435,002.781   MT  0.99995836   +0 15 25.0
 KF0867;UTM  14      - 4,356,593.320   621,155.929   MT  0.99978073   +0 53 30.0
 KF0867
 KF0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0867!SPC KS N     -   0.99993064  x   0.99995836  =   0.99988900
 KF0867!UTM  14      -   0.99993064  x   0.99978073  =   0.99971138
 KF0867
 KF0867|---------------------------------------------------------------------|
 KF0867| PID    Reference Object                     Distance      Geod. Az  |
 KF0867|                                                           dddmmss.s |
 KF0867| CO1784 MEREDITH RM 1                        10.148 METERS 08951     |
 KF0867| CO1783 MEREDITH AZ MK                                     0930734.0 |
 KF0867| CO1785 MEREDITH RM 2                        11.032 METERS 27034     |
 KF0867|---------------------------------------------------------------------|
 KF0867
 KF0867                          SUPERSEDED SURVEY CONTROL
 KF0867
 KF0867  NAD 83(1986)-  39 21 01.07745(N)    097 35 38.05976(W) AD(       ) 3
 KF0867  NAD 27      -  39 21 01.07800(N)    097 35 36.93800(W) AD(       ) 3
 KF0867
 KF0867.Superseded values are not recommended for survey control.
 KF0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0867.See file dsdata.txt to determine how the superseded data were derived.
 KF0867
 KF0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2115656593(NAD 83)
 KF0867_MARKER: DS = TRIANGULATION STATION DISK
 KF0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0867
 KF0867  HISTORY     - Date     Condition        Report By
 KF0867  HISTORY     - 1950     MONUMENTED       CGS
 KF0867  HISTORY     - 1969     GOOD             CGS
 KF0867
 KF0867                          STATION DESCRIPTION
 KF0867
 KF0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0867'THE STATION IS ABOUT 7.5 MILES WEST OF MILTONVALE, 4.5 MILES
 KF0867'EAST-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 24 AND 81 AND
 KF0867'ABOUT 0.1 MILE WEST OF A MEREDITH CHURCH.  IT IS 50.0 FEET NORTH
 KF0867'OF THE CENTER OF U.S. HIGHWAY 24, 6.0 FEET SOUTH OF AN EAST-WEST
 KF0867'FENCE LINE AND 6.0 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED
 KF0867'MEREDITH 1950 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 KF0867'
 KF0867'REFERENCE MARK NO. 1 IS 5.0 FEET NORTH OF THE CENTER OF U.S.
 KF0867'HIGHWAY 24 AND IS 6.0 FEET SOUTH OF AN EAST-WEST FENCE LINE. IT IS
 KF0867'STAMPED MEREDITH NO 1 1950 AND IS SET FLUSH WITH THE SURFACE
 KF0867'OF THE GROUND.
 KF0867'
 KF0867'REFERENCE MARK NO. 2 IS 50.0 FEET NORTH OF THE CENTER OF U.S.
 KF0867'HIGHWAY 24 AND IS 6.0 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 KF0867'IT IS STAMPED MEREDITH NO 2 1950 AND IS SET FLUSH WITH THE SURFACE
 KF0867'OF THE GROUND.
 KF0867'
 KF0867'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 45.0 FEET SOUTH
 KF0867'OF THE CENTER OF U.S. HIGHWAY 24, 2.0 FEET WEST OF A WITNESS POST
 KF0867'AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KF0867'MEREDITH 1950 AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 KF0867'GROUND.
 KF0867'
 KF0867'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 81, ABOUT 12.5
 KF0867'MILES SOUTH OF CONCORDIA, GO EAST, SOUTH AND EAST ON U.S. HIGHWAY
 KF0867'24 FOR 4.9 MILES TO A DEEP CUT AND STATION ON THE LEFT ON TOP OF
 KF0867'A 12 FOOT BANK AS DESCRIBED, THENCE CONTINUE 0.35 MILE EAST, TO
 KF0867'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KF0867'
 KF0867'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0867
 KF0867                          STATION RECOVERY (1969)
 KF0867
 KF0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0867'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KF0867'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED EXCEPT THE
 KF0867'STATION IS NOW ALONG OLD U.S. HIGHWAY 24.  NEW U.S. HIGHWAY 24 IS
 KF0867'ABOUT 1 MILE NORTH OF OLD HIGHWAY.
 KF0867'
 KF0867'A METAL WITNESS POST WAS SET 5 FEET NORTH OF THE STATION MARK.
 KF0867'
 KF0867'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KF0867'
 KF0867'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 81
 KF0867'WHICH IS ABOUT 12-1/2 MILES SOUTH OF CONCORDIA, GO EAST ON U.S.
 KF0867'HIGHWAY 24 FOR 4.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 KF0867'ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD AND THE ABANDONED
 KF0867'MEREDITH CHURCH IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO WEST
 KF0867'ON OLD U.S. HIGHWAY 24 FOR 0.1 MILE TO A CUT BANK AND THE STATION
 KF0867'ON THE RIGHT.
 KF0867'
 KF0867'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2 MILES
 KF0867'WEST OF MILTONVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1212 ***********************************************************************
 KE1212  DESIGNATION -  MERIDEN GRAIN ELEVATOR
 KE1212  PID         -  KE1212
 KE1212  STATE/COUNTY-  KS/JACKSON
 KE1212  USGS QUAD   -  MERIDEN (1982)
 KE1212
 KE1212                         *CURRENT SURVEY CONTROL
 KE1212  ___________________________________________________________________
 KE1212* NAD 83(1997)-  39 11 32.29849(N)    095 34 12.46803(W)     ADJUSTED  
 KE1212* NAVD 88     -                                                        
 KE1212  ___________________________________________________________________
 KE1212  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 KE1212  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KE1212
 KE1212  HORZ ORDER  -  THIRD
 KE1212
 KE1212.The horizontal coordinates were established by classical geodetic methods
 KE1212.and adjusted by the National Geodetic Survey in October 1998..
 KE1212
 KE1212
 KE1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1212
 KE1212.The geoid height was determined by GEOID03.
 KE1212
 KE1212;                    North         East     Units Scale Factor Converg.
 KE1212;SPC KS N     -    98,171.587   609,885.793   MT  0.99995737   +1 32 14.7
 KE1212;UTM  15      - 4,341,264.350   278,036.472   MT  1.00020667   -1 37 29.3
 KE1212
 KE1212                          SUPERSEDED SURVEY CONTROL
 KE1212
 KE1212  NAD 83(1986)-  39 11 32.30481(N)    095 34 12.46326(W) AD(       ) 4
 KE1212  NAD 27      -  39 11 32.30800(N)    095 34 11.55000(W) AD(       ) 3
 KE1212
 KE1212.Superseded values are not recommended for survey control.
 KE1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1212.See file dsdata.txt to determine how the superseded data were derived.
 KE1212
 KE1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD7803641264(NAD 83)
 KE1212_MARKER: 65 = GRAIN ELEVATOR
 KE1212
 KE1212  HISTORY     - Date     Condition        Report By
 KE1212  HISTORY     - 1960     FIRST OBSERVED   CGS
 KE1212
 KE1212                          STATION DESCRIPTION
 KE1212
 KE1212'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0557 ***********************************************************************
 HF0557  DESIGNATION -  MERIDIAN
 HF0557  PID         -  HF0557
 HF0557  STATE/COUNTY-  KS/SEDGWICK
 HF0557  USGS QUAD   -  VALLEY CENTER (1982)
 HF0557
 HF0557                         *CURRENT SURVEY CONTROL
 HF0557  ___________________________________________________________________
 HF0557* NAD 83(1997)-  37 45 25.91585(N)    097 22 18.31308(W)     ADJUSTED  
 HF0557* NAVD 88     -       411.948  (meters)    1351.53   (feet)  ADJUSTED  
 HF0557  ___________________________________________________________________
 HF0557  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HF0557  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF0557  DYNAMIC HT  -         411.625 (meters)    1350.47  (feet)  COMP
 HF0557  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 HF0557
 HF0557  HORZ ORDER  -  SECOND
 HF0557  VERT ORDER  -  SECOND    CLASS 0
 HF0557
 HF0557.The horizontal coordinates were established by classical geodetic methods
 HF0557.and adjusted by the National Geodetic Survey in October 1998..
 HF0557
 HF0557.The orthometric height was determined by differential leveling
 HF0557.and adjusted by the National Geodetic Survey in June 1991..
 HF0557
 HF0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0557
 HF0557.The geoid height was determined by GEOID03.
 HF0557
 HF0557.The dynamic height is computed by dividing the NAVD 88
 HF0557.geopotential number by the normal gravity value computed on the
 HF0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0557.degrees latitude (g = 980.6199 gals.).
 HF0557
 HF0557.The modeled gravity was interpolated from observed gravity values.
 HF0557
 HF0557;                    North         East     Units Scale Factor Converg.
 HF0557;SPC KS S     -   521,633.710   499,414.077   MT  0.99993982   +0 41 36.0
 HF0557;UTM  14      - 4,180,124.391   643,430.600   MT  0.99985339   +0 59 49.8
 HF0557
 HF0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0557!SPC KS S     -   0.99993988  x   0.99993982  =   0.99987970
 HF0557!UTM  14      -   0.99993988  x   0.99985339  =   0.99979328
 HF0557
 HF0557:                Primary Azimuth Mark                     Grid Az
 HF0557:SPC KS S     -  WICHITA RAD STA KFDI MAST                081 33 03.4
 HF0557:UTM  14      -  WICHITA RAD STA KFDI MAST                081 14 49.6
 HF0557
 HF0557|---------------------------------------------------------------------|
 HF0557| PID    Reference Object                     Distance      Geod. Az  |
 HF0557|                                                           dddmmss.s |
 HF0557| HF1270 WICHITA RAD STA KFDI MAST           APPROX. 3.4 KM 0821439.4 |
 HF0557| HF1276 MERIDIAN 2 RM 5                     401.694 METERS 0835442.5 |
 HF0557| HF1275 MERIDIAN 2                          456.847 METERS 0845819.2 |
 HF0557| HF0556 MERIDIAN RM 3                       APPROX. 0.9 KM 0892540.8 |
 HF0557| HF1230 WICHITA RAD STA KFDI FM MAST        APPROX. 3.0 KM 1433722.9 |
 HF0557| HF0558 MERIDIAN RM 1                         6.233 METERS 19704     |
 HF0557| HF0559 MERIDIAN RM 2                        11.656 METERS 25136     |
 HF0557|---------------------------------------------------------------------|
 HF0557
 HF0557                          SUPERSEDED SURVEY CONTROL
 HF0557
 HF0557  NAD 83(1997)-  37 45 25.92336(N)    097 22 18.30970(W) AD(       ) 2
 HF0557  NAD 83(1986)-  37 45 25.92752(N)    097 22 18.31008(W) AD(       ) 2
 HF0557  NAD 27      -  37 45 25.88280(N)    097 22 17.13906(W) AD(       ) 2
 HF0557  NGVD 29 (??/??/92)  411.800  (m)         1351.05   (f) ADJ UNCH    2 0
 HF0557
 HF0557.Superseded values are not recommended for survey control.
 HF0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0557.See file dsdata.txt to determine how the superseded data were derived.
 HF0557
 HF0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4343180124(NAD 83)
 HF0557_MARKER: DE = TRAVERSE STATION DISK
 HF0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0557_STAMPING: MWEIDIAN 1972
 HF0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0557+STABILITY: SURFACE MOTION
 HF0557
 HF0557  HISTORY     - Date     Condition        Report By
 HF0557  HISTORY     - 1972     MONUMENTED       NGS
 HF0557  HISTORY     - 1972     GOOD             NGS
 HF0557  HISTORY     - 1977     GOOD             NGS
 HF0557
 HF0557                          STATION DESCRIPTION
 HF0557
 HF0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0557'THE STATION IS AT THE INTERSECTION OF INTERSTATE HIGHWAY 235 AND
 HF0557'STATE HIGHWAY 96, (MERIDIAN AVENUE), AT THE NORTHWEST EDGE OF
 HF0557'WICHITA, IN THE SOUTHWEST 1/4 OF SEC. 30, T. 26 S., R. 1 E., ON THE
 HF0557'EAST RIGHT-OF-WAY OF STATE HIGHWAY 96.
 HF0557'
 HF0557'STATION MARKS ARE STANDARD DISKS, STAMPED MERIDIAN 1972.  THE SURFACE
 HF0557'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HF0557'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 21.0 FEET EAST OF THE
 HF0557'CENTER OF STATE HIGHWAY 96, 9.4 FEET NORTH OF THE NORTHEAST CORNER
 HF0557'OF A CONCRETE BRIDGE AND 4.3 FEET EAST OF A WITNESS POST.  THE
 HF0557'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HF0557'INCHES BELOW THE GROUND SURFACE.
 HF0557'
 HF0557'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MERIDIAN NO 1 1972,
 HF0557'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 HF0557'BRIDGE OVER INTERSTATE HIGHWAY 235.  IT IS 14.7 FEET EAST OF THE
 HF0557'CENTER OF STATE HIGHWAY 96, 11.4 FEET SOUTH OF THE NORTHEAST
 HF0557'CORNER OF THE CONCRETE BRIDGE OVER INTERSTATE HIGHWAY 235 AND
 HF0557'ABOUT 2 FEET HIGHER THAN THE STATION.
 HF0557'
 HF0557'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MERIDIAN NO 2 1972,
 HF0557'CEMENTED IN A DRILL HOLE IN A CONCRETE STROM SEWER ON THE WEST SIDE
 HF0557'OF STATE HIGHWAY 96.  IT IS 15.5 FEET WEST OF THE CENTER OF STATE
 HF0557'HIGHWAY 96, 15.9 FEET NORTH OF THE NORTHWEST CORNER OF THE
 HF0557'CONCRETE BRIDGE OVER INTERSTATE HIGHWAY 235 AND ABOUT 1 FOOT
 HF0557'HIGHER THAN THE STATION.
 HF0557'
 HF0557'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MERIDIAN NO 3 1972,
 HF0557'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE STROM
 HF0557'SEWER INLET IN THE MEDIAN OF INTERSTATE HIGHWAY 235.  IT IS 43.5
 HF0557'FEET NORTH OF THE CENTER OF THE EAST BOUND LANE OF INTERSTATE
 HF0557'HIGHWAY 235 AND 41.0 FEET SOUTH OF THE WEST BOUND LANE OF
 HF0557'INTERSTATE HIGHWAY 235.
 HF0557'
 HF0557'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTH ON INTERSTATE
 HF0557'HIGHWAY 235 FOR 0.55 MILE TO THE MARK IN THE MEDIAN.
 HF0557'
 HF0557'NEAREST TOWN--WICHITA.
 HF0557'
 HF0557'HEIGHT OF LIGHT ABOVE STATION MARK 4.79 METERS.
 HF0557
 HF0557                          STATION RECOVERY (1972)
 HF0557
 HF0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0557'2 MI W FROM WICHITA.
 HF0557'ABOUT 1.95 MILES WEST ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0557'OVERPASS FOR U.S. HIGHWAY AT THE NORTH EDGE OF WICHITA, 38.23
 HF0557'FEET EAST-NORTHEAST OF RM 2, 21.0 FEET EAST OF THE CENTER OF
 HF0557'STATE HIGHWAY 96, 20.43 FEET NORTH-NORTHEAST OF RM 1, 9.4 FEET
 HF0557'NORTH OF THE NORTHEAST CORNER OF A CONCRETE BRIDGE, 4.3 FEET
 HF0557'EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 HF0557'POST THAT PROJECTS 1 INCH.  SECTION 30, T 26 S, R 1 E.
 HF0557
 HF0557                          STATION RECOVERY (1977)
 HF0557
 HF0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HF0557'THE STATION MARK, REFERENCE 1, REFERENCE MARK 2 AND REFERENCE MARK
 HF0557'3 WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD
 HF0557'CONSTRUCTION AND REMOVAL OF BRIDGE, THIS STATION MARK AND REFERENCE
 HF0557'MARKS 1 AND 2 WILL BE DESTROYED.  STATION MERIDIAN 2 AND REFERENCE
 HF0557'MARKS 4 AND 5 WERE ESTABLISHED THIS DATE.  REFERENCE MARK 3 WILL
 HF0557'NOT BE DESTROYED AND WILL SERVE AS THE AZIMUTH MARK FOR MERIDIAN 2.
 HF0557'
 HF0557'SEE DESCRIPTION FOR MERIDIAN 2 THEREOF--
 HF0557'
 HF0557'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST EDGE OF
 HF0557'WICHITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1275 ***********************************************************************
 HF1275  DESIGNATION -  MERIDIAN 2
 HF1275  PID         -  HF1275
 HF1275  STATE/COUNTY-  KS/SEDGWICK
 HF1275  USGS QUAD   -  VALLEY CENTER (1982)
 HF1275
 HF1275                         *CURRENT SURVEY CONTROL
 HF1275  ___________________________________________________________________
 HF1275* NAD 83(1997)-  37 45 27.21411(N)    097 21 59.72133(W)     ADJUSTED  
 HF1275* NAVD 88     -       404.51   (+/-2cm)    1327.1    (feet)  VERTCON   
 HF1275  ___________________________________________________________________
 HF1275  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HF1275  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF1275
 HF1275  HORZ ORDER  -  THIRD
 HF1275  VERT ORDER  -  THIRD (See Below)
 HF1275
 HF1275.The horizontal coordinates were established by classical geodetic methods
 HF1275.and adjusted by the National Geodetic Survey in October 1998..
 HF1275.No horizontal observational check was made to the station.
 HF1275
 HF1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1275.The vertical order pertains to the NGVD 29 superseded value.
 HF1275
 HF1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1275
 HF1275.The geoid height was determined by GEOID03.
 HF1275
 HF1275;                    North         East     Units Scale Factor Converg.
 HF1275;SPC KS S     -   521,679.251   499,868.621   MT  0.99993980   +0 41 47.4
 HF1275;UTM  14      - 4,180,172.337   643,884.857   MT  0.99985500   +1 00 01.2
 HF1275
 HF1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1275!SPC KS S     -   0.99994105  x   0.99993980  =   0.99988085
 HF1275!UTM  14      -   0.99994105  x   0.99985500  =   0.99979606
 HF1275
 HF1275:                Primary Azimuth Mark                     Grid Az
 HF1275:SPC KS S     -  WICHITA RAD STA KFDI MAST                081 07 51.8
 HF1275:UTM  14      -  WICHITA RAD STA KFDI MAST                080 49 38.0
 HF1275
 HF1275|---------------------------------------------------------------------|
 HF1275| PID    Reference Object                     Distance      Geod. Az  |
 HF1275|                                                           dddmmss.s |
 HF1275| HF1270 WICHITA RAD STA KFDI MAST           APPROX. 3.0 KM 0814939.2 |
 HF1275| HF0556 MERIDIAN RM 3                       446.551 METERS 0935924.5 |
 HF1275| AA4260 MERIDIAN 2 RM 4                                    09411     |
 HF1275| HF0557 MERIDIAN                            456.847 METERS 2645830.5 |
 HF1275| HF1276 MERIDIAN 2 RM 5                      55.720 METERS 27238     |
 HF1275|---------------------------------------------------------------------|
 HF1275
 HF1275                          SUPERSEDED SURVEY CONTROL
 HF1275
 HF1275  NAD 83(1997)-  37 45 27.22166(N)    097 21 59.71796(W) AD(       ) 3
 HF1275  NAD 83(1986)-  37 45 27.22582(N)    097 21 59.71837(W) AD(       ) 3
 HF1275  NAD 27      -  37 45 27.18105(N)    097 21 58.54787(W) AD(       ) 3
 HF1275  NGVD 29 (03/09/04)  404.36   (m)         1326.6    (f) RESET       3  
 HF1275
 HF1275.Superseded values are not recommended for survey control.
 HF1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1275.See file dsdata.txt to determine how the superseded data were derived.
 HF1275
 HF1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4388580172(NAD 83)
 HF1275_MARKER: DS = TRIANGULATION STATION DISK
 HF1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1275_STAMPING: MERIDIAN 2 1977
 HF1275_MARK LOGO: NGS   
 HF1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1275+STABILITY: SURFACE MOTION
 HF1275
 HF1275  HISTORY     - Date     Condition        Report By
 HF1275  HISTORY     - 1977     MONUMENTED       NGS
 HF1275  HISTORY     - 19770209 GOOD             NGS
 HF1275
 HF1275                          STATION DESCRIPTION
 HF1275
 HF1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HF1275'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF WICHITA, ABOUT
 HF1275'1.65 MILE WEST OF THE OVERPASS AT THE JUNCTION OF US HIGHWAY 81 AND
 HF1275'INTERSTATE HIGHWAY 235, IN THE MEDIAN OF INTERSTATE 235.
 HF1275'
 HF1275'THE STATION MARKS ARE STANDARD DISKS STAMPED MERIDIAN 2 1977.  THE
 HF1275'SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST
 HF1275'THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 59 FEET WEST
 HF1275'OF A GRAVELED DRIVEWAY CONNECTING THE TWO LANES, 45 FEET NORTH OF
 HF1275'THE CENTER OF THE EAST BOUND LANES, 39.5 FEET SOUTH OF THE CENTER
 HF1275'OF THE WEST BOUND LANES AND ABOUT 12 FEET EAST OF A PROJECTED
 HF1275'LINE OF THREE METAL POLE SUPPORTING LARGE GREEN HIGHWAY SIGN
 HF1275'MERIDIAN AVE- HUTCHINSON 96 EXIT 13.  THE UNDERGROUND DISK IS
 HF1275'SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 HF1275'GROUND SURFACE.
 HF1275'
 HF1275'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MERIDIAN 2 NO 4 1977,
 HF1275'CEMENTED IN A DRILL HOLE IN THE NORTH HEADWALL OF MEDIAN DRAIN OF
 HF1275'INTERSTATE 235 AND ABOUT CENTER OF THE HEADWALL, 43.5 FEET NORTH
 HF1275'OF THE CENTER OF THE EAST BOUND LANES AND 41 FEET SOUTH OF THE
 HF1275'CENTER OF THE WEST BOUND LANES.
 HF1275'
 HF1275'REFERENCE MARK 5 IS A STANDARD DISK STAMPED MERIDIAN 2 NO 5
 HF1275'1977, CEMENTED IN A DRILL HOLE ON THE SOUTH HEADWALL OF MEDIAN DRAIN
 HF1275'FOR INTERSTATE 235 AND ABOUT CENTER OF THE HEADWALL, 43.5 FEET
 HF1275'SOUTH OF THE CENTER OF THE WEST BOUND LANES AND 41 FEET NORTH OF
 HF1275'THE CENTER OF THE EAST BOUND LANES.
 HF1275'
 HF1275'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MERIDIAN NO 3 1972,
 HF1275'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 HF1275'STORM SEWER INLET IN THE MEDIAN OF INTERSTATE 235.  IT IS 43.5
 HF1275'FEET NORTH OF THE CENTER OF THE EAST-BOUND LANES AND 41 FEET SOUTH
 HF1275'OF THE CENTER OF THE WEST BOUND LANES.
 HF1275'
 HF1275'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON INTERSTATE
 HF1275'235 FOR 0.27 MILE TO REFERENCE MARK 3 ON THE LEFT IN THE MEDIAN.
 HF1275'
 HF1275'NEAREST TOWN--WICHITA.
 HF1275
 HF1275                          STATION RECOVERY (1977)
 HF1275
 HF1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HF1275'LOCATED AT THE NORTHWEST EDGE OF WICHITA, ABOUT 1.65 MILES (2.66 KM)
 HF1275'WEST OF THE OVERPASS AT THE JUNCTION OF US HIGHWAY 81 AND INTERSTATE
 HF1275'HIGHWAY 235, IN THE MEDIAN OF INTERSTATE 235.  IT IS 59 FEET (18.0 M)
 HF1275'WEST OF A GRAVELED DRIVEWAY CONNECTING THE TWO LANES, 45 FEET (13.7 M)
 HF1275'NORTH OF THE CENTER OF THE EAST BOUND LANES, 39.5 FEET (12.0 M) SOUTH
 HF1275'OF THE CENTER OF THE WEST BOUND LANES AND ABOUT 12 FEET (3.7 M) EAST
 HF1275'OF A PROJECTED LINE OF THREE METAL POLES SUPPORTING LARGE GREEN
 HF1275'HIGHWAY SIGN MERIDIAN AVE - HUTCHINSON 96 EXIT 13, SET IN TOP OF A
 HF1275'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA4260 ***********************************************************************
 AA4260  DESIGNATION -  MERIDIAN 2 RM 4
 AA4260  PID         -  AA4260
 AA4260  STATE/COUNTY-  KS/SEDGWICK
 AA4260  USGS QUAD   -  VALLEY CENTER (1982)
 AA4260
 AA4260                         *CURRENT SURVEY CONTROL
 AA4260  ___________________________________________________________________
 AA4260* NAD 83(1986)-  37 45 27.     (N)    097 21 59.     (W)     SCALED    
 AA4260* NAVD 88     -       404.78   (+/-2cm)    1328.0    (feet)  VERTCON   
 AA4260  ___________________________________________________________________
 AA4260  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AA4260
 AA4260  VERT ORDER  -  THIRD (See Below)
 AA4260
 AA4260.The horizontal coordinates were scaled from a topographic map and have
 AA4260.an estimated accuracy of +/- 6 seconds.
 AA4260
 AA4260.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4260.The vertical order pertains to the NGVD 29 superseded value.
 AA4260
 AA4260.The geoid height was determined by GEOID03.
 AA4260
 AA4260;                    North         East    Units  Estimated Accuracy
 AA4260;SPC KS S     -   521,670.      499,890.      MT  (+/- 180 meters Scaled)
 AA4260
 AA4260                          SUPERSEDED SURVEY CONTROL
 AA4260
 AA4260  NGVD 29 (03/09/04)  404.63   (m)         1327.5    (f) RESET       3  
 AA4260
 AA4260.Superseded values are not recommended for survey control.
 AA4260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4260.See file dsdata.txt to determine how the superseded data were derived.
 AA4260
 AA4260_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG439801(NAD 83)
 AA4260_MARKER: DR = REFERENCE MARK DISK
 AA4260_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA4260_SP_SET: STORM SEWER HEADWALL
 AA4260_STAMPING: MERIDIAN 2 NO 4 1977
 AA4260_MARK LOGO: NGS   
 AA4260_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA4260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4260+STABILITY: SURFACE MOTION
 AA4260
 AA4260  HISTORY     - Date     Condition        Report By
 AA4260  HISTORY     - 1977     MONUMENTED       NGS
 AA4260  HISTORY     - 19770209 GOOD             NGS
 AA4260
 AA4260                          STATION DESCRIPTION
 AA4260
 AA4260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AA4260'AT THE NORTHWEST EDGE OF WICHITA, ABOUT 1.65 MILES (2.66 KM) WEST OF
 AA4260'THE OVERPASS AT THE JUNCTION OF US HIGHWAY 81 AND INTERSTATE HIGHWAY
 AA4260'235, IN THE MEDIAN OF INTERSTATE 235.  IT IS 43.5 FEET (13.3 M) NORTH
 AA4260'OF THE CENTER OF THE EAST BOUND LANES, 41 FEET (12.5 M) SOUTH OF THE
 AA4260'CENTER OF THE WEST BOUND LANES AND ABOUT IN CENTER OF HEADWALL, 1 FOOT
 AA4260'(0.3 M) BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1276 ***********************************************************************
 HF1276  DESIGNATION -  MERIDIAN 2 RM 5
 HF1276  PID         -  HF1276
 HF1276  STATE/COUNTY-  KS/SEDGWICK
 HF1276  USGS QUAD   -  VALLEY CENTER (1982)
 HF1276
 HF1276                         *CURRENT SURVEY CONTROL
 HF1276  ___________________________________________________________________
 HF1276* NAD 83(1997)-  37 45 27.29737(N)    097 22 01.99523(W)     ADJUSTED  
 HF1276* NAVD 88     -       404.32   (+/-2cm)    1326.5    (feet)  VERTCON   
 HF1276  ___________________________________________________________________
 HF1276  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HF1276  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF1276
 HF1276  HORZ ORDER  -  THIRD
 HF1276  VERT ORDER  -  THIRD (See Below)
 HF1276
 HF1276.The horizontal coordinates were established by classical geodetic methods
 HF1276.and adjusted by the National Geodetic Survey in October 1998..
 HF1276.No horizontal observational check was made to the station.
 HF1276
 HF1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1276.The vertical order pertains to the NGVD 29 superseded value.
 HF1276
 HF1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1276
 HF1276.The geoid height was determined by GEOID03.
 HF1276
 HF1276;                    North         East     Units Scale Factor Converg.
 HF1276;SPC KS S     -   521,681.141   499,812.937   MT  0.99993980   +0 41 46.0
 HF1276;UTM  14      - 4,180,173.932   643,829.168   MT  0.99985480   +0 59 59.8
 HF1276
 HF1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1276!SPC KS S     -   0.99994108  x   0.99993980  =   0.99988088
 HF1276!UTM  14      -   0.99994108  x   0.99985480  =   0.99979589
 HF1276
 HF1276|---------------------------------------------------------------------|
 HF1276| PID    Reference Object                     Distance      Geod. Az  |
 HF1276|                                                           dddmmss.s |
 HF1276| HF1275 MERIDIAN 2                           55.720 METERS 09238     |
 HF1276| HF0557 MERIDIAN                            401.694 METERS 2635452.4 |
 HF1276|---------------------------------------------------------------------|
 HF1276
 HF1276                          SUPERSEDED SURVEY CONTROL
 HF1276
 HF1276  NAD 83(1997)-  37 45 27.30491(N)    097 22 01.99186(W) AD(       ) 3
 HF1276  NAD 83(1986)-  37 45 27.30908(N)    097 22 01.99231(W) AD(       ) 3
 HF1276  NAD 27      -  37 45 27.26431(N)    097 22 00.82171(W) AD(       ) 3
 HF1276  NGVD 29 (03/09/04)  404.18   (m)         1326.0    (f) RESET       3  
 HF1276
 HF1276.Superseded values are not recommended for survey control.
 HF1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1276.See file dsdata.txt to determine how the superseded data were derived.
 HF1276
 HF1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4382980174(NAD 83)
 HF1276_MARKER: DR = REFERENCE MARK DISK
 HF1276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HF1276_SP_SET: STORM SEWER HEADWALL
 HF1276_STAMPING: MERIDIAN 2 NO 5 1977
 HF1276_MARK LOGO: NGS   
 HF1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1276+STABILITY: SURFACE MOTION
 HF1276
 HF1276  HISTORY     - Date     Condition        Report By
 HF1276  HISTORY     - 1977     MONUMENTED       NGS
 HF1276  HISTORY     - 19770209 GOOD             NGS
 HF1276
 HF1276                          STATION DESCRIPTION
 HF1276
 HF1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HF1276'MERIDIAN 2 IS LOCATED AT THE NORTHWEST EDGE OF WICHITA, ABOUT 1.655
 HF1276'MILE WEST OF THE OVERPASS AT THE JUNCTION OF US HIGHWAY 81 AND
 HF1276'INTERSTATE HIGHWAY 235, IN THE MEDIAN OF INTERSTATE 235.
 HF1276'
 HF1276'REFERENCE MARK 5 IS A STANDARD DISK STAMPED MERIDIAN 2 NO 5 1977,
 HF1276'CEMENTED IN A DRILL HOLE ON THE SOUTH HEADWALL OF MEDIAN DRAIN FOR
 HF1276'INTERSTATE 235 AND ABOUT CENTER OF THE HEADWALL, 43.5 FEET SOUTH
 HF1276'OF THE CENTER OF THE WEST BOUND LANES AND 41 FEET NORTH OF THE
 HF1276'CENTER OF THE EAST BOUND LANES.
 HF1276'
 HF1276'NEAREST TOWN--WICHITA.
 HF1276
 HF1276                          STATION RECOVERY (1977)
 HF1276
 HF1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HF1276'AT THE NORTHWEST EDGE OF WICHITA, ABOUT 1.65 MILES (2.66 KM) WEST OF
 HF1276'THE OVERPASS AT THE JUNCTION OF US HIGHWAY 81 AND INTERSTATE HIGHWAY
 HF1276'235, IN THE MEDIAN OF INTERSTATE 235.  IT IS 43.5 FEET (13.3 M) SOUTH
 HF1276'OF THE CENTER OF THE WEST BOUND LANES AND 41 FEET (12.5 M) NORTH OF
 HF1276'THE CENTER OF THE HEADWALL OF CONCRETE STORM SEWER, 1 FOOT (0.3 M)
 HF1276'BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1216 ***********************************************************************
 KF1216  DESIGNATION -  MERIDIAN AZ MK 2
 KF1216  PID         -  KF1216
 KF1216  STATE/COUNTY-  KS/WASHINGTON
 KF1216  USGS QUAD   -  MAHASKA (1966)
 KF1216
 KF1216                         *CURRENT SURVEY CONTROL
 KF1216  ___________________________________________________________________
 KF1216* NAD 83(1997)-  39 59 49.85426(N)    097 22 08.84766(W)     ADJUSTED  
 KF1216* NAVD 88     -       484.6    (meters)    1590.     (feet)  VERTCON   
 KF1216  ___________________________________________________________________
 KF1216  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 KF1216  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 KF1216
 KF1216  HORZ ORDER  -  THIRD
 KF1216
 KF1216.The horizontal coordinates were established by classical geodetic methods
 KF1216.and adjusted by the National Geodetic Survey in October 1998..
 KF1216
 KF1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1216
 KF1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1216
 KF1216.The geoid height was determined by GEOID03.
 KF1216
 KF1216;                    North         East     Units Scale Factor Converg.
 KF1216;SPC KS N     -   184,904.573   453,876.930   MT  1.00004169   +0 23 57.0
 KF1216;SPC NE       -    21,611.322   724,635.471   MT  1.00000127   +1 44 36.5
 KF1216;UTM  14      - 4,428,718.146   639,220.086   MT  0.99983861   +1 02 54.3
 KF1216
 KF1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1216!SPC KS N     -   0.99992819  x   1.00004169  =   0.99996988
 KF1216!SPC NE       -   0.99992819  x   1.00000127  =   0.99992946
 KF1216!UTM  14      -   0.99992819  x   0.99983861  =   0.99976681
 KF1216
 KF1216                          SUPERSEDED SURVEY CONTROL
 KF1216
 KF1216  NAD 83(1997)-  39 59 49.85427(N)    097 22 08.84766(W) AD(       ) 3
 KF1216  NAD 83(1986)-  39 59 49.85943(N)    097 22 08.84750(W) AD(       ) 3
 KF1216  NGVD 29 (02/17/94)  484.5    (m)         1590.     (f) VERT ANG       
 KF1216
 KF1216.Superseded values are not recommended for survey control.
 KF1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1216.See file dsdata.txt to determine how the superseded data were derived.
 KF1216
 KF1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK3922028718(NAD 83)
 KF1216_MARKER: DZ = AZIMUTH MARK DISK
 KF1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1216_SP_SET: CONCRETE POST
 KF1216_STAMPING: MERIDIAN 1935 NO 2 1986
 KF1216_MARK LOGO: NGS   
 KF1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF1216+STABILITY: SURFACE MOTION
 KF1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF1216+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 KF1216
 KF1216  HISTORY     - Date     Condition        Report By
 KF1216  HISTORY     - 1986     MONUMENTED       NGS
 KF1216  HISTORY     - 20050624 GOOD             INDIV
 KF1216  HISTORY     - 20060614 GOOD             GEOCAC
 KF1216
 KF1216                          STATION DESCRIPTION
 KF1216
 KF1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF1216'THE STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) NORTHWEST FROM MAHASKA,
 KF1216'6.8 KM (4.2 MI) NORTHEAST FROM NARKA, 0.56 KM (0.35 MI) SOUTH FROM
 KF1216'THE NEBRASKA/KANSAS STATE LINE, AT THE WASHINGTON/REPUBLIC COUNTY
 KF1216'LINE AND ON THE EAST RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD.
 KF1216'TO REACH THE STATION FROM THE MAHASKA POST OFFICE, GO SOUTH ON MAIN
 KF1216'STREET FOR 0.24 KM (0.15 MI) TO HIGHWAY AVENUE.  TURN RIGHT AND GO
 KF1216'WEST FOR 1.37 KM (0.85 MI) TO A CROSSROAD, AT THE REPUBLIC COUNTY
 KF1216'LINE.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.05 KM
 KF1216'(0.65 MI) TO A FIELD ENTRANCE AND THE MARK ON THE RIGHT.
 KF1216'THE SURFACE DISK IS SET INTO THE TOP OF A ROUND CONCRETE POST THAT
 KF1216'PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE.  THE UNDERGROUND
 KF1216'MARK IS RECESSED 0.9 M (3.0 FT) BELOW THE GROUND SURFACE.  THE MARKS
 KF1216'ARE 6.70 M (21.98 FT) EAST FROM THE CENTERLINE OF THE ROAD, 3.66 M
 KF1216'(12.01 FT) SOUTH FROM THE CENTERLINE OF THE FIELD ENTRANCE, 0.76 M
 KF1216'(2.49 FT) NORTH FROM A WITNESS POST AND 0.45 M (1.48 FT) WEST FROM
 KF1216'THE EAST RIGHT-OF-WAY FENCE.
 KF1216
 KF1216                          STATION RECOVERY (2005)
 KF1216
 KF1216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 KF1216'RECOVERED IN GOOD CONDITION.
 KF1216
 KF1216                          STATION RECOVERY (2006)
 KF1216
 KF1216'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 KF1216'GEOCAC FIRST REPORT.
 KF1216'RECOVERED IN GOOD SONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0558 ***********************************************************************
 HF0558  DESIGNATION -  MERIDIAN RM 1
 HF0558  PID         -  HF0558
 HF0558  STATE/COUNTY-  KS/SEDGWICK
 HF0558  USGS QUAD   -  VALLEY CENTER (1982)
 HF0558
 HF0558                         *CURRENT SURVEY CONTROL
 HF0558  ___________________________________________________________________
 HF0558* NAD 83(1986)-  37 45 25.     (N)    097 22 18.     (W)     SCALED    
 HF0558* NAVD 88     -       412.424  (meters)    1353.09   (feet)  ADJUSTED  
 HF0558  ___________________________________________________________________
 HF0558  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF0558  DYNAMIC HT  -         412.100 (meters)    1352.03  (feet)  COMP
 HF0558  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 HF0558
 HF0558  VERT ORDER  -  SECOND    CLASS 0
 HF0558
 HF0558.The horizontal coordinates were scaled from a topographic map and have
 HF0558.an estimated accuracy of +/- 6 seconds.
 HF0558
 HF0558.The orthometric height was determined by differential leveling
 HF0558.and adjusted by the National Geodetic Survey in June 1991..
 HF0558
 HF0558.The geoid height was determined by GEOID03.
 HF0558
 HF0558.The dynamic height is computed by dividing the NAVD 88
 HF0558.geopotential number by the normal gravity value computed on the
 HF0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0558.degrees latitude (g = 980.6199 gals.).
 HF0558
 HF0558.The modeled gravity was interpolated from observed gravity values.
 HF0558
 HF0558;                    North         East    Units  Estimated Accuracy
 HF0558;SPC KS S     -   521,610.      499,420.      MT  (+/- 180 meters Scaled)
 HF0558
 HF0558                          SUPERSEDED SURVEY CONTROL
 HF0558
 HF0558  NGVD 29 (??/??/92)  412.277  (m)         1352.61   (f) ADJ UNCH    2 0
 HF0558
 HF0558.Superseded values are not recommended for survey control.
 HF0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0558.See file dsdata.txt to determine how the superseded data were derived.
 HF0558
 HF0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG434800(NAD 83)
 HF0558_MARKER: DR = REFERENCE MARK DISK
 HF0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0558_SP_SET: BRIDGE
 HF0558_STAMPING: MERIDIAN NO 1 1972
 HF0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0558
 HF0558  HISTORY     - Date     Condition        Report By
 HF0558  HISTORY     - 1972     MONUMENTED       NGS
 HF0558
 HF0558                          STATION DESCRIPTION
 HF0558
 HF0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0558'2 MI W FROM WICHITA.
 HF0558'ABOUT 1.95 MILES WEST ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0558'OVERPASS FOR U.S. HIGHWAY 81 AT THE NORTH EDGE OF WICHITA,
 HF0558'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 HF0558'BRIDGE OVER INTERSTATE HIGHWAY 235.  IT IS 20.43 FEET
 HF0558'SOUTH-SOUTHWEST OF THE STATION, 14.7 FEET OF THE CENTER OF STATE
 HF0558'HIGHWAY 96, 11.4 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 HF0558'CONCRETE BRIDGE OVER INTERSTATE HIGHWAY 235 AND ABOUT 2 FEET
 HF0558'HIGHER THAN THE STATION.  SECTION 30, T 26 S, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0559 ***********************************************************************
 HF0559  DESIGNATION -  MERIDIAN RM 2
 HF0559  PID         -  HF0559
 HF0559  STATE/COUNTY-  KS/SEDGWICK
 HF0559  USGS QUAD   -  VALLEY CENTER (1982)
 HF0559
 HF0559                         *CURRENT SURVEY CONTROL
 HF0559  ___________________________________________________________________
 HF0559* NAD 83(1986)-  37 45 25.     (N)    097 22 18.     (W)     SCALED    
 HF0559* NAVD 88     -       412.048  (meters)    1351.86   (feet)  ADJUSTED  
 HF0559  ___________________________________________________________________
 HF0559  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF0559  DYNAMIC HT  -         411.725 (meters)    1350.80  (feet)  COMP
 HF0559  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 HF0559
 HF0559  VERT ORDER  -  SECOND    CLASS 0
 HF0559
 HF0559.The horizontal coordinates were scaled from a topographic map and have
 HF0559.an estimated accuracy of +/- 6 seconds.
 HF0559
 HF0559.The orthometric height was determined by differential leveling
 HF0559.and adjusted by the National Geodetic Survey in June 1991..
 HF0559
 HF0559.The geoid height was determined by GEOID03.
 HF0559
 HF0559.The dynamic height is computed by dividing the NAVD 88
 HF0559.geopotential number by the normal gravity value computed on the
 HF0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0559.degrees latitude (g = 980.6199 gals.).
 HF0559
 HF0559.The modeled gravity was interpolated from observed gravity values.
 HF0559
 HF0559;                    North         East    Units  Estimated Accuracy
 HF0559;SPC KS S     -   521,610.      499,420.      MT  (+/- 180 meters Scaled)
 HF0559
 HF0559                          SUPERSEDED SURVEY CONTROL
 HF0559
 HF0559  NGVD 29 (??/??/92)  411.901  (m)         1351.38   (f) ADJ UNCH    2 0
 HF0559
 HF0559.Superseded values are not recommended for survey control.
 HF0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0559.See file dsdata.txt to determine how the superseded data were derived.
 HF0559
 HF0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG434800(NAD 83)
 HF0559_MARKER: DR = REFERENCE MARK DISK
 HF0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0559_SP_SET: STORM SEWER
 HF0559_STAMPING: MERIDIAN NO 2 1972
 HF0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0559
 HF0559  HISTORY     - Date     Condition        Report By
 HF0559  HISTORY     - 1972     MONUMENTED       NGS
 HF0559
 HF0559                          STATION DESCRIPTION
 HF0559
 HF0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0559'2 MI W FROM WICHITA.
 HF0559'ABOUT 1.95 MILES WEST ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0559'OVERPASS FOR U.S. HIGHWAY 81 AT THE NORTH EDGE OF WICHITA,
 HF0559'CEMENTED IN A DRILL HOLE IN A CONCRETE STORM SEWER ON THE WEST
 HF0559'SIDE OF STATE HIGHWAY 96.  IT IS 38.23 FEET WEST-SOUTHWEST OF
 HF0559'THE STATION, 15.9 FEET NORTH OF THE NORTHWEST CORNER OF THE
 HF0559'CONCRETE BRIDGE OVER INTERSTATE HIGHWAY 235, 15.5 FEET WEST OF
 HF0559'THE CENTER OF STATE HIGHWAY 96 AND ABOUT 1 FOOT HIGHER THAN THE
 HF0559'STATION.  SECTION 30, T 26 S, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0556 ***********************************************************************
 HF0556  DESIGNATION -  MERIDIAN RM 3
 HF0556  PID         -  HF0556
 HF0556  STATE/COUNTY-  KS/SEDGWICK
 HF0556  USGS QUAD   -  VALLEY CENTER (1982)
 HF0556
 HF0556                         *CURRENT SURVEY CONTROL
 HF0556  ___________________________________________________________________
 HF0556* NAD 83(1997)-  37 45 26.20587(N)    097 21 41.52266(W)     ADJUSTED  
 HF0556* NAVD 88     -       403.866  (meters)    1325.02   (feet)  ADJUSTED  
 HF0556  ___________________________________________________________________
 HF0556  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HF0556  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 HF0556  DYNAMIC HT  -         403.549 (meters)    1323.98  (feet)  COMP
 HF0556  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 HF0556
 HF0556  HORZ ORDER  -  SECOND
 HF0556  VERT ORDER  -  SECOND    CLASS 0
 HF0556
 HF0556.The horizontal coordinates were established by classical geodetic methods
 HF0556.and adjusted by the National Geodetic Survey in October 1998..
 HF0556
 HF0556.The orthometric height was determined by differential leveling
 HF0556.and adjusted by the National Geodetic Survey in June 1991..
 HF0556
 HF0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0556
 HF0556.The geoid height was determined by GEOID03.
 HF0556
 HF0556.The dynamic height is computed by dividing the NAVD 88
 HF0556.geopotential number by the normal gravity value computed on the
 HF0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0556.degrees latitude (g = 980.6199 gals.).
 HF0556
 HF0556.The modeled gravity was interpolated from observed gravity values.
 HF0556
 HF0556;                    North         East     Units Scale Factor Converg.
 HF0556;SPC KS S     -   521,653.597   500,314.408   MT  0.99993982   +0 41 58.6
 HF0556;UTM  14      - 4,180,149.050   644,330.736   MT  0.99985658   +1 00 12.4
 HF0556
 HF0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0556!SPC KS S     -   0.99994115  x   0.99993982  =   0.99988097
 HF0556!UTM  14      -   0.99994115  x   0.99985658  =   0.99979774
 HF0556
 HF0556                          SUPERSEDED SURVEY CONTROL
 HF0556
 HF0556  NAD 83(1997)-  37 45 26.21344(N)    097 21 41.51930(W) AD(       ) 2
 HF0556  NAD 83(1986)-  37 45 26.21762(N)    097 21 41.51970(W) AD(       ) 2
 HF0556  NAD 27      -  37 45 26.17274(N)    097 21 40.34974(W) AD(       ) 2
 HF0556  NGVD 29 (??/??/92)  403.719  (m)         1324.53   (f) ADJ UNCH    2 0
 HF0556
 HF0556.Superseded values are not recommended for survey control.
 HF0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0556.See file dsdata.txt to determine how the superseded data were derived.
 HF0556
 HF0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4433180149(NAD 83)
 HF0556_MARKER: DR = REFERENCE MARK DISK
 HF0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0556_SP_SET: STORM SEWER INLET
 HF0556_STAMPING: MERIDIAN NO 3 1972
 HF0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0556
 HF0556  HISTORY     - Date     Condition        Report By
 HF0556  HISTORY     - 1972     MONUMENTED       NGS
 HF0556  HISTORY     - 1977     GOOD             NGS
 HF0556
 HF0556                          STATION DESCRIPTION
 HF0556
 HF0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0556'1.4 MI W FROM WICHITA.
 HF0556'ABOUT 1.40 MILES WEST ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0556'OVERPASS FOR U.S. HIGHWAY 81 AT THE NORTH EDGE OF WICHITA,
 HF0556'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 HF0556'STORM SEWER INLET IN THE MEDIAN OF INTERSTATE HIGHWAY 235.  IT
 HF0556'IS 43.5 FEET NORTH OF THE CENTER OF THE EAST BOUND LANE OF THE
 HF0556'HIGHWAY, 41.0 FEET SOUTH OF THE WEST BOUND LANE OF THE HIGHWAY
 HF0556'AND ABOUT 3 FEET BELOW THE WEST BOUND LANE.  SECTION 30, T 26 S,
 HF0556'R 1 E.
 HF0556
 HF0556                          STATION RECOVERY (1977)
 HF0556
 HF0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HF0556'MERIDIAN 2 IS LOCATED AT THE NORTHWEST EDGE OF WICHITA, ABBOUT 1.65
 HF0556'MILE WEST OF THE OVERPASS AT THE JUNCTION OF US HIGHWAY 81 AND
 HF0556'INTERSTATE HIGHWAY 235, IN THE MEDIAN OF INTERSTATE 235.
 HF0556'
 HF0556'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MERIDIAN NO 3 1972,
 HF0556'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE STORM
 HF0556'SEWER INLET IN THE MEDIAN OF INTERSTATE 235.  IT IS 43.5 FEET
 HF0556'NORTH OF THE CENTER OF THE EAST-BOUND LANES AND 41 FEET SOUTH OF
 HF0556'THE CENTER OF THE WEST BOUND LANES.
 HF0556'
 HF0556'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON INTERSTATE
 HF0556'235 FOR 0.27 MILE TO REFERENCE MARK 3 ON THE LEFT IN THE MEDIAN.
 HF0556'
 HF0556'NEAREST TOWN--WICHITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1162 ***********************************************************************
 KE1162  DESIGNATION -  MERRIAM FRISCO RR MICROWAVE
 KE1162  PID         -  KE1162
 KE1162  STATE/COUNTY-  KS/JOHNSON
 KE1162  USGS QUAD   -  SHAWNEE (1991)
 KE1162
 KE1162                         *CURRENT SURVEY CONTROL
 KE1162  ___________________________________________________________________
 KE1162* NAD 83(1997)-  39 00 48.77849(N)    094 41 42.60413(W)     ADJUSTED  
 KE1162* NAVD 88     -                                                        
 KE1162  ___________________________________________________________________
 KE1162  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 KE1162  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KE1162
 KE1162  HORZ ORDER  -  THIRD
 KE1162
 KE1162.The horizontal coordinates were established by classical geodetic methods
 KE1162.and adjusted by the National Geodetic Survey in October 1998..
 KE1162
 KE1162
 KE1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1162
 KE1162.The geoid height was determined by GEOID03.
 KE1162
 KE1162;                    North         East     Units Scale Factor Converg.
 KE1162;SPC KS N     -    80,733.546   686,157.674   MT  0.99996537   +2 05 27.7
 KE1162;UTM  15      - 4,319,647.134   353,235.955   MT  0.99986523   -1 04 02.3
 KE1162
 KE1162                          SUPERSEDED SURVEY CONTROL
 KE1162
 KE1162  NAD 83(1986)-  39 00 48.78537(N)    094 41 42.60042(W) AD(       ) 4
 KE1162  NAD 27      -  39 00 48.76497(N)    094 41 41.74791(W) AD(       ) 3
 KE1162
 KE1162.Superseded values are not recommended for survey control.
 KE1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1162.See file dsdata.txt to determine how the superseded data were derived.
 KE1162
 KE1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5323619647(NAD 83)
 KE1162_MARKER: 42 = RADIO/TV MAST
 KE1162
 KE1162  HISTORY     - Date     Condition        Report By
 KE1162  HISTORY     - 1974     FIRST OBSERVED   NGS
 KE1162
 KE1162                          STATION DESCRIPTION
 KE1162
 KE1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KE1162'MERRIAM, SAN FRANCISCO RAILROAD, MICRO-WAVE WRQ 98 IS A TRIANGULAR
 KE1162'STEEL STRUCTURE, GUYED, LIGHTED, PAINTED ALTERNATELY RED AND WHITE,
 KE1162'400 FEET HIGH AND HAS 2 REFLECTORS AT THE TOP AND 1 ABOUT 2/3 OF
 KE1162'THE WAY FROM THE BOTTOM.
 KE1162'
 KE1162'STATION IS THE LIGHT ATOP THE MAST.
 KE1162'
 KE1162'MAST IS LOCATED ABOUT 3/4 MILE SOUTH OF THE POST OFFICE AT MERRIAM
 KE1162'AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF I-55 HIGHWAY AND
 KE1162'U.S. HIGHWAY 50, 56, AND 169.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0859 ***********************************************************************
 KF0859  DESIGNATION -  MERTEN
 KF0859  PID         -  KF0859
 KF0859  STATE/COUNTY-  KS/CLAY
 KF0859  USGS QUAD   -  MILTONVALE NE (1964)
 KF0859
 KF0859                         *CURRENT SURVEY CONTROL
 KF0859  ___________________________________________________________________
 KF0859* NAD 83(1997)-  39 27 28.16088(N)    097 15 49.18192(W)     ADJUSTED  
 KF0859* NAVD 88     -       420.     (meters)    1378.     (feet)  SCALED    
 KF0859  ___________________________________________________________________
 KF0859  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KF0859  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 KF0859
 KF0859  HORZ ORDER  -  FIRST
 KF0859
 KF0859.The horizontal coordinates were established by classical geodetic methods
 KF0859.and adjusted by the National Geodetic Survey in October 1998..
 KF0859
 KF0859.The orthometric height was scaled from a topographic map.
 KF0859
 KF0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0859
 KF0859.The geoid height was determined by GEOID03.
 KF0859
 KF0859;                    North         East     Units Scale Factor Converg.
 KF0859;SPC KS N     -   125,090.098   463,370.222   MT  0.99996337   +0 27 57.2
 KF0859;UTM  14      - 4,369,022.367   649,383.297   MT  0.99987475   +1 06 13.2
 KF0859
 KF0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0859!SPC KS N     -   0.99993832  x   0.99996337  =   0.99990169
 KF0859!UTM  14      -   0.99993832  x   0.99987475  =   0.99981307
 KF0859
 KF0859:                Primary Azimuth Mark                     Grid Az
 KF0859:SPC KS N     -  CLIFTON RADIO STATION KYDN TWR           006 23 48.5
 KF0859:UTM  14      -  CLIFTON RADIO STATION KYDN TWR           005 45 32.5
 KF0859
 KF0859|---------------------------------------------------------------------|
 KF0859| PID    Reference Object                     Distance      Geod. Az  |
 KF0859|                                                           dddmmss.s |
 KF0859| KF0815 CLIFTON RADIO STATION KYDN TWR      APPROX. 9.8 KM 0065145.7 |
 KF0859| KF0810 LINN TANK                           APPROX.28.9 KM 0321233.2 |
 KF0859| CO1791 MERTEN RM 1                          29.640 METERS 03243     |
 KF0859| KF0842 MORGANVILLE TANK                    APPROX. 5.6 KM 0794412.6 |
 KF0859| CO1792 MERTEN RM 2                          44.053 METERS 17140     |
 KF0859| CO1790 MERTEN AZ MK                                       2184418.6 |
 KF0859| KF0865 AURORA MUNICIPAL TANK               APPROX.22.9 KM 2690029.2 |
 KF0859| KF0822 CLIFTON ST MARYS CATHOLIC CH        APPROX.12.6 KM 3532909.3 |
 KF0859| KF0821 CLIFTON MUNICIPAL STANDPIPE         APPROX.12.3 KM 3535442.4 |
 KF0859|---------------------------------------------------------------------|
 KF0859
 KF0859                          SUPERSEDED SURVEY CONTROL
 KF0859
 KF0859  NAD 83(1986)-  39 27 28.16806(N)    097 15 49.18063(W) AD(       ) 1
 KF0859  NAD 27      -  39 27 28.18300(N)    097 15 48.07600(W) AD(       ) 1
 KF0859
 KF0859.Superseded values are not recommended for survey control.
 KF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0859.See file dsdata.txt to determine how the superseded data were derived.
 KF0859
 KF0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ4938369022(NAD 83)
 KF0859_MARKER: DS = TRIANGULATION STATION DISK
 KF0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0859
 KF0859  HISTORY     - Date     Condition        Report By
 KF0859  HISTORY     - 1935     MONUMENTED       CGS
 KF0859  HISTORY     - 1950     GOOD             CGS
 KF0859
 KF0859                          STATION DESCRIPTION
 KF0859
 KF0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0859'STATION IS LOCATED ABOUT 7.5 MILES WEST AND 5.5 MILES NORTH OF
 KF0859'CLAY CENTER, 3.5 MILES WEST AND 0.5 MILE SOUTH OF MORGANVILLE,
 KF0859'ON A HIGH GRASSY KNOLL IN THE NW 1/4 SE 1/4 SEC. 12, T. 7 S., R. 1
 KF0859'E., ON PROPERTY OWNED BY ED. MERTEN AND FARMED BY MR. BOON WHO LIVES
 KF0859'AT THE STATION.
 KF0859'
 KF0859'REACHED FROM A POINT AT THE JUNCTION OF STATE HIGHWAY 15 AND COUNTY
 KF0859'ROAD 376 ABOUT 6 MILES NORTH OF CLAY CENTER BY GOING WEST ON COUNTY
 KF0859'ROAD 376 (GRAVEL) FOR 4.0 MILES TO MORGANVILLE, THEN CONTINUE WEST
 KF0859'ON WINDING COUNTY ROAD 376 FOR 2.0 MILES TO ITS TURN TO
 KF0859'SOUTH, THEN TURN RIGHT AND GO 0.55 MILE NORTH ON WINDING ROAD
 KF0859'TO CROSSROADS, THEN TURN LEFT AND GO WEST FOR 1.2 MILES TO
 KF0859'ENTRANCE ON SOUTH SIDE OF ROAD, THEN TURN LEFT AND GO SOUTH FOR
 KF0859'0.6 MILE TO GATE TO FARMYARD ON EAST SIDE OF ROAD, TURN LEFT
 KF0859'AND GO THROUGH GATE AND GO EAST FOR 0.1 MILE TO BARN, TURN
 KF0859'RIGHT AND GO SOUTH-SOUTHEAST PAST WINDMILL TO TOP OF HILL AND
 KF0859'STATION.
 KF0859'
 KF0859'STATION IS ABOUT 200 METERS SOUTHEAST OF HOUSE OCCUPIED BY MR.
 KF0859'BOON, AND 56.1 METERS SOUTHEAST OF CENTER OF WINDMILL, PROJECTING
 KF0859'ABOUT 6 INCHES ABOVE SURFACE OF GROUND.
 KF0859'
 KF0859'REFERENCE MARK NO. 1 IS 29.640 METERS (97.25 FEET) NORTHEAST
 KF0859'OF STATION, PROJECTING ABOUT 6 INCHES.
 KF0859'
 KF0859'REFERENCE MARK NO. 2 IS 44.052 METERS (144.55 FEET) SOUTH OF
 KF0859'STATION, PROJECTING ABOUT 6 INCHES.
 KF0859'
 KF0859'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SOUTHWEST OF STATION IN
 KF0859'SOUTHWEST CORNER OF PASTURE, 60 FEET NORTH OF CENTERLINE OF
 KF0859'EAST-WEST GRADED ROAD IN A FENCE CORNER AT A WIRE GATE.  REACHED
 KF0859'FROM GATE ENTERING PASTURE JUST SOUTH OF BARN BY GOING EAST 0.1
 KF0859'MILE, TURN RIGHT (SOUTH) FOR 0.4 MILE, THEN RIGHT (WEST) FOR 0.35
 KF0859'MILE TO FENCE CORNER AND MARK, PROJECTING ABOUT 4 INCHES ABOVE
 KF0859'THE SURFACE OF THE GROUND.
 KF0859'
 KF0859'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 KF0859
 KF0859                          STATION RECOVERY (1950)
 KF0859
 KF0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0859'THE STATION MARKS, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 KF0859'AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED AND ARE IN EXCELLENT
 KF0859'CONDITION.
 KF0859'
 KF0859'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KF0859'
 KF0859'THE STATION IS LOCATED ABOUT 7.5 MILES WEST AND 5.5 MILES NORTH
 KF0859'OF CLAY CENTER, 3.5 MILES WEST AND 0.5 MILE SOUTH OF MORGANVILLE
 KF0859'AND ABOUT 2.0 MILES WEST OF THE REPUBLICAN RIVER, ON THE TOP OF A
 KF0859'HIGH GRASSY KNOLL IN PASTURE LAND OWNED BY MR. HAYES OF CLYDE.
 KF0859'IT IS ABOUT 650 FEET SOUTHEAST OF A FARM HOUSE AND 200 FEET
 KF0859'SOUTHEAST OF THE CENTER OF A WINDMILL.  IT PROJECTS 4 INCHES AND
 KF0859'IS STAMPED MERTEN 1935.
 KF0859'
 KF0859'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTH SLOPE OF THE KNOLL
 KF0859'ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 5
 KF0859'INCHES AND IS STAMPED MERTEN NO 1 1935.
 KF0859'
 KF0859'REFERENCE MARK NO. 2 IS LOCATED ON THE SOUTH SLOPE OF THE KNOLL
 KF0859'ABOUT 2.0 FEET BELOW THE ELEVATION OF THE STATION.  IT PROJECTS 3
 KF0859'INCHES AND IS STAMPED MERTEN NO 2 1935.
 KF0859'
 KF0859'THE AZIMUTH MARK IS LOCATED SOUTHWEST OF THE STATION IN THE
 KF0859'SOUTHWEST CORNER OF THE PASTURE.  IT IS 42.0 FEET NORTH OF THE
 KF0859'CENTER OF COUNTY ROUTE NO. 376, 11.0 FEET WEST-NORTHWEST OF THE
 KF0859'CENTER OF A WIRE GATE IN PASTURE CORNER, AND 2.5 FEET SOUTH OF A
 KF0859'WITNESS POST AND 1.0 FOOT EAST OF A CORNER BRACE POST.  IT
 KF0859'PROJECTS 6 INCHES AND IS STAMPED MERTEN AZI 1935.
 KF0859'
 KF0859'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE NO. 376
 KF0859'AND STATE HIGHWAY NO. 80 JUST NORTH OF THE POST OFFICE IN
 KF0859'MORGANVILLE, GO WEST AND SOUTH ON COUNTY ROUTE NO. 376 FOR 1.6
 KF0859'MILES TO THE CENTER OF A STEEL BRIDGE OVER THE REPUBLICAN
 KF0859'RIVER, CONTINUE SOUTH AND WEST ON COUNTY ROUTE NO. 376 FOR 2.65
 KF0859'MILES TO A FARM DRIVEWAY ON THE RIGHT, TURN RIGHT ON FARM
 KF0859'DRIVEWAY AND NORTH-NORTHWEST FOR 0.55 MILE TO A DOUBLE GATE EAST
 KF0859'OF FARM BUILDINGS, HERE TURN SHARP LEFT THROUGH THE MOST
 KF0859'SOUTHERLY OF TWO GATES AND GO SOUTHWEST ACROSS PASTURE TO THE
 KF0859'TOP OF A KNOLL AND THE STATION AS DESCRIBED.
 KF0859'
 KF0859'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ACROSS
 KF0859'PASTURE TO WIRE GATES, THENCE SOUTH-SOUTH EAST ON FARM DRIVEWAY FOR
 KF0859'0.55 MILE TO COUNTY ROUTE NO. 376, TURN RIGHT ON COUNTY ROUTE NO
 KF0859'376 AND GO 0.4 MILE TO THE SOUTHWEST CORNER OF PASTURE AND THE
 KF0859'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1436 ***********************************************************************
 JF1436  DESIGNATION -  MESSER
 JF1436  PID         -  JF1436
 JF1436  STATE/COUNTY-  KS/CHASE
 JF1436  USGS QUAD   -  ELMDALE (1989)
 JF1436
 JF1436                         *CURRENT SURVEY CONTROL
 JF1436  ___________________________________________________________________
 JF1436* NAD 83(1997)-  38 16 07.05980(N)    096 40 50.44305(W)     ADJUSTED  
 JF1436* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 JF1436  ___________________________________________________________________
 JF1436  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 JF1436  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 JF1436
 JF1436  HORZ ORDER  -  SECOND
 JF1436
 JF1436.The horizontal coordinates were established by classical geodetic methods
 JF1436.and adjusted by the National Geodetic Survey in October 1998..
 JF1436
 JF1436.The orthometric height was scaled from a topographic map.
 JF1436
 JF1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1436
 JF1436.The geoid height was determined by GEOID03.
 JF1436
 JF1436;                    North         East     Units Scale Factor Converg.
 JF1436;SPC KS S     -   579,348.990   559,193.495   MT  0.99995463   +1 07 04.9
 JF1436;UTM  14      - 4,238,164.733   702,898.217   MT  1.00010703   +1 26 13.1
 JF1436
 JF1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1436!SPC KS S     -   0.99992947  x   0.99995463  =   0.99988410
 JF1436!UTM  14      -   0.99992947  x   1.00010703  =   1.00003649
 JF1436
 JF1436                          SUPERSEDED SURVEY CONTROL
 JF1436
 JF1436  NAD 83(1986)-  38 16 07.06946(N)    096 40 50.44252(W) AD(       ) 2
 JF1436  NAD 27      -  38 16 07.01061(N)    096 40 49.39799(W) AD(       ) 2
 JF1436
 JF1436.Superseded values are not recommended for survey control.
 JF1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1436.See file dsdata.txt to determine how the superseded data were derived.
 JF1436
 JF1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH0289838165(NAD 83)
 JF1436_MARKER: X = CHISELED CROSS
 JF1436_SETTING: 0 = UNSPECIFIED SETTING
 JF1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1436
 JF1436  HISTORY     - Date     Condition        Report By
 JF1436  HISTORY     - 1935     MONUMENTED       USGS
 JF1436
 JF1436                          STATION DESCRIPTION
 JF1436
 JF1436'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (CIA)
 JF1436'MARK IS IN THE NORTHWEST QUARTER OF SECTION 32, T. 20 S.,
 JF1436'R. 7 E., ON A PROMINENT RIDGE ABOUT 4 MILES EAST-SOUTHEAST
 JF1436'OF CLEMENTS.  TO REACH FROM THE RAILROAD STATION IN CLEMENTS,
 JF1436'GO EAST ALONG CREEK FOR 1.4 MILES, PASSING OVER LARGE STONE
 JF1436'BRIDGE EN ROUTE, TAKE LEFT FORK UP HILL, GO 3.9 MILES, TURN
 JF1436'RIGHT (SOUTH) THROUGH GATE, GO 0.5 MILE ON TRAIL ALONG STONE
 JF1436'FENCE TO MARK ON TOP OF HIGHEST GROUND.  MARK IS 120 FEET
 JF1436'NORTH OF FENCE, 303 FEET WEST OF FENCE, 380 FEET WEST OF
 JF1436'WINDMILL, AND PROJECTS 2 INCHES.  MARK CONSISTS OF A CROSS
 JF1436'CHISELLED IN A 2-INCH BY 5-INCH BLOCK OF STONE, WHICH IS
 JF1436'IN GOOD CONDITION.  MARK WAS TIED IN TO U.S.C. AND G.S.
 JF1436'TRIANGULATION STATION MESSER, WHICH IS 37.7 FEET SOUTH OF
 JF1436'MARK.  ORIGINAL DESCRIPTION NOT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1434 ***********************************************************************
 JF1434  DESIGNATION -  MESSER RESET
 JF1434  PID         -  JF1434
 JF1434  STATE/COUNTY-  KS/CHASE
 JF1434  USGS QUAD   -  ELMDALE (1989)
 JF1434
 JF1434                         *CURRENT SURVEY CONTROL
 JF1434  ___________________________________________________________________
 JF1434* NAD 83(1997)-  38 16 06.70994(N)    096 40 50.28020(W)     ADJUSTED  
 JF1434* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 JF1434  ___________________________________________________________________
 JF1434  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 JF1434  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 JF1434
 JF1434  HORZ ORDER  -  FIRST
 JF1434
 JF1434.The horizontal coordinates were established by classical geodetic methods
 JF1434.and adjusted by the National Geodetic Survey in October 1998..
 JF1434
 JF1434.The orthometric height was scaled from a topographic map.
 JF1434
 JF1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1434
 JF1434.The geoid height was determined by GEOID03.
 JF1434
 JF1434;                    North         East     Units Scale Factor Converg.
 JF1434;SPC KS S     -   579,338.282   559,197.663   MT  0.99995462   +1 07 05.0
 JF1434;UTM  14      - 4,238,154.047   702,902.446   MT  1.00010705   +1 26 13.1
 JF1434
 JF1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1434!SPC KS S     -   0.99992947  x   0.99995462  =   0.99988409
 JF1434!UTM  14      -   0.99992947  x   1.00010705  =   1.00003651
 JF1434
 JF1434:                Primary Azimuth Mark                     Grid Az
 JF1434:SPC KS S     -  MESSER AZ MK                             024 18 19.8
 JF1434:UTM  14      -  MESSER AZ MK                             023 59 11.7
 JF1434
 JF1434|---------------------------------------------------------------------|
 JF1434| PID    Reference Object                     Distance      Geod. Az  |
 JF1434|                                                           dddmmss.s |
 JF1434| CL4880 MESSER AZ MK                                       0252524.8 |
 JF1434| CL4881 MESSER RM 1                          49.420 METERS 12303     |
 JF1434| JF1410 AMARILLO KANSAS CITY AWY BN 35      APPROX.24.8 KM 1281249.3 |
 JF1434| JF1439 AMARILLO KANSAS CITY AWY BN 34      APPROX.27.2 KM 1693435.5 |
 JF1434| JF1442 BURNS MUN WATER TANK                APPROX.26.5 KM 2230337.5 |
 JF1434| CL4882 MESSER RM 2                          46.031 METERS 23423     |
 JF1434| JF1516 PEABODY SILVER MUN TANK             APPROX.38.6 KM 2540744.1 |
 JF1434| JF1436 MESSER                               11.491 METERS 33951     |
 JF1434|---------------------------------------------------------------------|
 JF1434
 JF1434                          SUPERSEDED SURVEY CONTROL
 JF1434
 JF1434  NAD 83(1986)-  38 16 06.71960(N)    096 40 50.27967(W) AD(       ) 1
 JF1434  NAD 27      -  38 16 06.66075(N)    096 40 49.23515(W) AD(       ) 1
 JF1434
 JF1434.Superseded values are not recommended for survey control.
 JF1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1434.See file dsdata.txt to determine how the superseded data were derived.
 JF1434
 JF1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH0290238154(NAD 83)
 JF1434_MARKER: DS = TRIANGULATION STATION DISK
 JF1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1434
 JF1434  HISTORY     - Date     Condition        Report By
 JF1434  HISTORY     - 1935     MONUMENTED       CGS
 JF1434  HISTORY     - 1956     GOOD             CGS
 JF1434  HISTORY     - 1968     GOOD             CGS
 JF1434
 JF1434                          STATION DESCRIPTION
 JF1434
 JF1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1434'STATION IS IN THE NORTHWEST QUARTER OF SECTION 32, T. 20
 JF1434'S., R. 7 E., ON A PROMINENT RIDGE ABOUT 4 MILES EAST-SOUTHEAST
 JF1434'OF CLEMENTS.  TO REACH FROM THE RAILROAD STATION IN CLEMENTS,
 JF1434'GO EAST ALONG CREEK FOR 1.4 MILES, PASSING OVER LARGE STONE
 JF1434'BRIDGE EN ROUTE, TAKE LEFT FORK UP HILL, GO 3.9 MILES, TURN
 JF1434'RIGHT (SOUTH) THROUGH GATE, GO 0.5 MILE ON TRAIL ALONG STONE
 JF1434'FENCE TO STATION ON TOP OF HIGHEST GROUND.  MARK IS 83 FEET
 JF1434'NORTH OF FENCE, 303 FEET WEST OF FENCE, 380 FEET WEST OF
 JF1434'WINDMILL, AND PROJECTS 7 INCHES.
 JF1434'
 JF1434'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, 1 FOOT NORTH
 JF1434'OF FENCE, AND PROJECTS 6 INCHES.
 JF1434'
 JF1434'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 1 FOOT NORTH
 JF1434'OF FENCE, AND PROJECTS 6 INCHES.
 JF1434'
 JF1434'AZIMUTH MARK IS NORTH BY EAST OF STATION.  TO REACH, GO
 JF1434'0.5 MILE ALONG TRAIL TO ROAD, PASS THROUGH GATE, TURN RIGHT,
 JF1434'GO 0.2 MILE TO MARK ON RIGHT IN FENCE CORNER AT TURN IN ROAD.
 JF1434'MARK IS 1 FOOT WEST OF FENCE, 27 FEET SOUTH OF FENCE, 45 FEET
 JF1434'SOUTH OF CENTER LINE OF ROAD, 30 FEET WEST OF CENTER LINE OF
 JF1434'ROAD, AND PROJECTS 4 INCHES.  THERE IS A U.S.G.S. MARK, STATION
 JF1434'MESSER, CONSISTING OF A CROSS CHISELED IN A BLOCK OF STONE
 JF1434'37.7 FEET NORTH OF STATION, TO WHICH A TIE WAS MADE.
 JF1434'
 JF1434'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 JF1434'AS DESCRIBED.
 JF1434'
 JF1434'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 JF1434
 JF1434                          STATION RECOVERY (1956)
 JF1434
 JF1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1434'THE STATION, REFERENCE AND AZIMUTH MARKS WERE ALL RECOVERED
 JF1434'AS DESCRIBED, THE STATION MARK IS LEANING, REFERENCE AND
 JF1434'AZIMUTH MARKS ARE IN GOOD CONDITION.
 JF1434'
 JF1434'TO REACH THE STATION FROM THE RAILROAD STATION IN CLEMENTS, GO
 JF1434'WEST ALONG THE CREEK ROAD FOR 1.4 MILES TO FORK, TAKE THE
 JF1434'LEFT FORK UP THE HILL AND GO 2.4 MILES TO A GATE, GO THROUGH
 JF1434'THE GATE AND CONTINUE 0.4 MILE TO A GATE, GO THROUGH THE
 JF1434'GATE AND CONTINUE 0.2 MILE TO ANOTHER GATE, TURN RIGHT SOUTH
 JF1434'THROUGH GATE AND FOLLOW THE STONE FENCE SOUTH FOR 0.5 MILE
 JF1434'TO FOOT OF THE HILL, HERE BEAR RIGHT AND GO 0.2 MILE TO
 JF1434'TOP OF HILL AND STATION.
 JF1434'
 JF1434'THE U.S.G.S. MARK WHICH IS 37.7 FEET NORTH OF THIS STATION,
 JF1434'TO WHICH A PREVIOUS TIE WAS MADE.  THIS MARK IS LEANING AND
 JF1434'IN POOR CONDITION.
 JF1434
 JF1434                          STATION RECOVERY (1968)
 JF1434
 JF1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1434'THE STATION SURFACE MARK WAS FOUND LEANING.  THE UNDERGROUND
 JF1434'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1434'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JF1434'THE DISTANCES SHOWN IN THE 1935 BOX SCORE WERE CORRECT BUT
 JF1434'THE REFERENCE MARK NUMBERS SHOULD BE REVERSED.  NO OBSERVATION
 JF1434'WAS TAKEN ON THE AZIMUTH MARK.
 JF1434'
 JF1434'THE STATION SURFACE MARK WAS RESET HOLDING THE POSITION
 JF1434'OF THE UNDERGROUND MARK.
 JF1434'
 JF1434'FOLLOWING IS A NEW DESCRIPTION.
 JF1434'
 JF1434'TO REACH THE STATION FROM THE RAILROAD CROSSING IN CLEMENTS,
 JF1434'GO SOUTHEAST ON A SURFACED ROAD (CROSSING A LARGE STONE
 JF1434'BRIDGE ENROUTE) FOR 1.4 MILES TO A ROAD FORK.  TAKE THE
 JF1434'LEFT FORK AND GO SOUTHEAST UP HILL AND THEN EASTERLY ON OLD
 JF1434'ROAD FOR 2.5 MILES TO A WIRE GATE.  PASS THROUGH THE GATE
 JF1434'AND GO SOUTH AND SOUTHEAST ON A TRACK ROAD FOR 0.4 MILE TO
 JF1434'A WIRE GATE.  PASS THROUGH THE GATE AND GO SOUTH ON A TRACK
 JF1434'ROAD FOR 0.15 MILE TO A WIRE GATE ON THE RIGHT.  TURN LEFT
 JF1434'AND FOLLOW TRACK ROAD SOUTHEAST ACROSS PASTURE FOR 0.8 MILE
 JF1434'TO WIRE GATES ON THE RIGHT.  (AZIMUTH MARK IS 0.15 MILE
 JF1434'EAST OF THIS POINT ON THE SOUTH SIDE OF A TRACK ROAD.)
 JF1434'PASS THROUGH THE WEST GATE AND GO SOUTH-SOUTHWEST ALONG THE
 JF1434'WEST SIDE OF AN OLD ROCK FENCE FOR 0.55 MILE TO THE
 JF1434'HIGHEST POINT OF RIDGE AND THE STATION.
 JF1434'
 JF1434'STATION MARK, A STANDARD DISK STAMPED MESSER 1935 1968, IS
 JF1434'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JF1434'8 INCHES.  IT IS ON THE HIGHEST POINT OF THE RIDGE, 380
 JF1434'FEET WEST OF AN OLD WINDMILL SITE, AND ROCKS WERE PILED
 JF1434'AROUND THE STATION MARK.  THE UNDERGROUND MARK, A STANDARD
 JF1434'DISK STAMPED MESSER 1935, IS SET IN THE TOP OF AN IRREGULAR
 JF1434'MASS OF CONCRETE 2 FEET BELOW THE SURFACE OF THE GROUND.
 JF1434'
 JF1434'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MESSER NO. 1
 JF1434'1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JF1434'PROJECTS 2 INCHES.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION
 JF1434'THAN THE STATION MARK.
 JF1434'
 JF1434'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MESSER NO.
 JF1434'2 1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JF1434'PROJECTS 3 INCHES.  IT IS ON THE SOUTHWEST SLOPE OF THE
 JF1434'RIDGE AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION
 JF1434'MARK.
 JF1434'
 JF1434'AZIMUTH MARK, A STANDARD DISK STAMPED MESSER AZIMUTH 1935, IS
 JF1434'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JF1434'3 INCHES.  IT IS 25 FEET SOUTH OF A CORNER FENCE POST, 1
 JF1434'FOOT WEST OF A FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS
 JF1434'POST.
 JF1434'
 JF1434'STATION IS ON LAND OWNED BY MR. JOHN W. STUDDER WHO LIVES
 JF1434'ABOUT 2 MILES NORTHEAST OF THE STATION.
 JF1434'
 JF1434'NOTE- MESSER (USGS) WAS FOUND LEANING.
 JF1434'
 JF1434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4
 JF1434'MILES ESE OF CLEMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0763 ***********************************************************************
 KH0763  DESIGNATION -  MEYER
 KH0763  PID         -  KH0763
 KH0763  STATE/COUNTY-  KS/GOVE
 KH0763  USGS QUAD   -  GRAINFIELD (1979)
 KH0763
 KH0763                         *CURRENT SURVEY CONTROL
 KH0763  ___________________________________________________________________
 KH0763* NAD 83(1997)-  39 02 06.45238(N)    100 28 55.59981(W)     ADJUSTED  
 KH0763* NAVD 88     -       838.     (meters)    2749.     (feet)  SCALED    
 KH0763  ___________________________________________________________________
 KH0763  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 KH0763  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 KH0763
 KH0763  HORZ ORDER  -  SECOND
 KH0763
 KH0763.The horizontal coordinates were established by classical geodetic methods
 KH0763.and adjusted by the National Geodetic Survey in October 1998..
 KH0763
 KH0763.The orthometric height was scaled from a topographic map.
 KH0763
 KH0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0763
 KH0763.The geoid height was determined by GEOID03.
 KH0763
 KH0763;                    North         East     Units Scale Factor Converg.
 KH0763;SPC KS N     -    80,851.526   185,124.665   MT  0.99996389   -1 34 13.7
 KH0763;UTM  14      - 4,321,719.572   371,721.893   MT  0.99980262   -0 56 00.8
 KH0763
 KH0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0763!SPC KS N     -   0.99987244  x   0.99996389  =   0.99983633
 KH0763!UTM  14      -   0.99987244  x   0.99980262  =   0.99967508
 KH0763
 KH0763:                Primary Azimuth Mark                     Grid Az
 KH0763:SPC KS N     -  MEYER AZ MK                              002 51 11.6
 KH0763:UTM  14      -  MEYER AZ MK                              002 12 58.7
 KH0763
 KH0763|---------------------------------------------------------------------|
 KH0763| PID    Reference Object                     Distance      Geod. Az  |
 KH0763|                                                           dddmmss.s |
 KH0763| CO1793 MEYER AZ MK                                        0011657.9 |
 KH0763| KH0762 GRAINFIELD MUNICIPAL TANK           APPROX. 9.2 KM 0084818.0 |
 KH0763| CO1794 MEYER RM 1                           23.922 METERS 04752     |
 KH0763| KH0760 PARK SAC HEART CATH CH CROSS        APPROX.13.9 KM 0504239.1 |
 KH0763| CO1795 MEYER RM 2                           25.619 METERS 13718     |
 KH0763|---------------------------------------------------------------------|
 KH0763
 KH0763                          SUPERSEDED SURVEY CONTROL
 KH0763
 KH0763  NAD 83(1986)-  39 02 06.45617(N)    100 28 55.60146(W) AD(       ) 2
 KH0763  NAD 27      -  39 02 06.42600(N)    100 28 54.10400(W) AD(       ) 2
 KH0763
 KH0763.Superseded values are not recommended for survey control.
 KH0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0763.See file dsdata.txt to determine how the superseded data were derived.
 KH0763
 KH0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7172221720(NAD 83)
 KH0763_MARKER: DS = TRIANGULATION STATION DISK
 KH0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0763
 KH0763  HISTORY     - Date     Condition        Report By
 KH0763  HISTORY     - 1950     MONUMENTED       CGS
 KH0763
 KH0763                          STATION DESCRIPTION
 KH0763
 KH0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0763'THE STATION IS LOCATED ABOUT 6 MILES SOUTH FROM GRAINFIELD,
 KH0763'ABOUT 5 MILES NORTH OF GOVE, AND IS ON LAND OWNED BY MR. J.J.
 KH0763'MEYER.  IT IS SITUATED ABOUT 200 FEET SOUTH OF THE MEYER FARM
 KH0763'HOUSE AND 58.5 FEET WEST OF THE NORTH-SOUTH FENCE.  IT IS
 KH0763'STAMPED MEYER 1950 AND IS 18 INCHES BELOW THE SURFACE OF THE
 KH0763'GROUND.
 KH0763'
 KH0763'REFERENCE MARK NO. 1 IS SET JUST WEST OF THE NORTH-SOUTH FENCE
 KH0763'AND 4 FEET SOUTH OF A FENCE CORNER.  IT IS STAMPED MEYER NO
 KH0763'1 1950 AND PROJECTS 2 INCHES.
 KH0763'
 KH0763'REFERENCE MARK NO. 2 IS SET IN THE NORTH-SOUTH FENCE LINE, 35
 KH0763'FEET WEST FROM THE CENTER OF STATE HIGHWAY 23, AND 1.5 FEET NORTH
 KH0763'OF A WITNESS POST.  IT IS STAMPED MEYER NO 2 1950 AND PROJECTS
 KH0763'3 INCHES.
 KH0763'
 KH0763'THE AZIMUTH MARK IS LOCATED 51 FEET NORTHWEST FROM THE CENTER OF
 KH0763'A CROSSROAD INTERSECTION, 4.5 FEET WEST OF A TELEPHONE POLE, AND
 KH0763'2 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED MEYER 1950 AND
 KH0763'PROJECTS 2 INCHES ABOVE THE GROUND.
 KH0763'
 KH0763'TO REACH THE STATION FROM THE COURT HOUSE IN GOVE, GO NORTH ON
 KH0763'STATE HIGHWAY 23 FOR 5.25 MILES TO MR. MEYERS HOUSE AND THE
 KH0763'STATION ON THE LEFT AS DESCRIBED.
 KH0763'
 KH0763'CONTINUE NORTH ON STATE ROUTE 23 FOR 0.75 MILE TO A CROSSROAD
 KH0763'AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0894 ***********************************************************************
 HG0894  DESIGNATION -  MEYER
 HG0894  PID         -  HG0894
 HG0894  STATE/COUNTY-  KS/KIOWA
 HG0894  USGS QUAD   -  HAVILAND (1968)
 HG0894
 HG0894                         *CURRENT SURVEY CONTROL
 HG0894  ___________________________________________________________________
 HG0894* NAD 83(1997)-  37 35 45.13858(N)    099 07 17.12244(W)     ADJUSTED  
 HG0894* NAVD 88     -       669.     (meters)    2195.     (feet)  SCALED    
 HG0894  ___________________________________________________________________
 HG0894  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 HG0894  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 HG0894
 HG0894  HORZ ORDER  -  FIRST
 HG0894
 HG0894.The horizontal coordinates were established by classical geodetic methods
 HG0894.and adjusted by the National Geodetic Survey in October 1998..
 HG0894
 HG0894.The orthometric height was scaled from a topographic map.
 HG0894
 HG0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0894
 HG0894.The geoid height was determined by GEOID03.
 HG0894
 HG0894;                    North         East     Units Scale Factor Converg.
 HG0894;SPC KS S     -   503,310.313   345,123.798   MT  0.99995160   -0 22 54.8
 HG0894;UTM  14      - 4,160,984.631   489,281.156   MT  0.99960142   -0 04 26.7
 HG0894
 HG0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0894!SPC KS S     -   0.99989923  x   0.99995160  =   0.99985083
 HG0894!UTM  14      -   0.99989923  x   0.99960142  =   0.99950069
 HG0894
 HG0894:                Primary Azimuth Mark                     Grid Az
 HG0894:SPC KS S     -  HAVILAND HIGH SCHOOL STACK               022 14 39.3
 HG0894:UTM  14      -  HAVILAND HIGH SCHOOL STACK               021 56 11.2
 HG0894
 HG0894|---------------------------------------------------------------------|
 HG0894| PID    Reference Object                     Distance      Geod. Az  |
 HG0894|                                                           dddmmss.s |
 HG0894| HG0897 HAVILAND HIGH SCHOOL STACK          APPROX. 3.1 KM 0215144.5 |
 HG0894| HG0895 HAVILAND PUBLIC SCHOOL STACK        APPROX. 2.5 KM 0245743.5 |
 HG0894| HG0893 OIL DERRICK NE OF HAVILAND          APPROX.13.0 KM 0250855.8 |
 HG0894| HG0898 HAVILAND FRIENDS CHURCH SPIRE       APPROX. 2.8 KM 0320015.0 |
 HG0894| HG0896 HAVILAND MUNICIPAL TANK             APPROX. 2.6 KM 0323855.1 |
 HG0894| HG0900 WELLSFORD METHODIST CH SPIRE        APPROX. 8.6 KM 0744155.3 |
 HG0894| CK9420 MEYER AZ MK                                        0763004.4 |
 HG0894| CK9421 MEYER RM 1                          131.503 METERS 24911     |
 HG0894| HG0910 GREENSBURG FARMERS ELEV             APPROX.15.3 KM 2752651.6 |
 HG0894| CK9422 MEYER RM 2                          125.212 METERS 27825     |
 HG0894|---------------------------------------------------------------------|
 HG0894
 HG0894                          SUPERSEDED SURVEY CONTROL
 HG0894
 HG0894  NAD 83(1997)-  37 35 45.14612(N)    099 07 17.12209(W) AD(       ) 1
 HG0894  NAD 83(1986)-  37 35 45.14360(N)    099 07 17.11866(W) AD(       ) 1
 HG0894  NAD 27      -  37 35 45.07738(N)    099 07 15.73352(W) AD(       ) 1
 HG0894
 HG0894.Superseded values are not recommended for survey control.
 HG0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0894.See file dsdata.txt to determine how the superseded data were derived.
 HG0894
 HG0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG8928160985(NAD 83)
 HG0894_MARKER: DS = TRIANGULATION STATION DISK
 HG0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0894_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0894
 HG0894  HISTORY     - Date     Condition        Report By
 HG0894  HISTORY     - 1934     MONUMENTED       CGS
 HG0894  HISTORY     - 1937     GOOD             CGS
 HG0894  HISTORY     - 1938     GOOD             CGS
 HG0894  HISTORY     - 1953     GOOD             CGS
 HG0894  HISTORY     - 1988     GOOD             KSDT
 HG0894
 HG0894                          STATION DESCRIPTION
 HG0894
 HG0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0894'STATION IS 0.3 MILE SOUTH AND 430 FEET EAST OF THE NORTHWEST
 HG0894'CORNER OF SEC. 19, T 28 S, R. 16 W., ON THE PROPERTY OF B.
 HG0894'MEYER.  ABOUT 1.5 MILES SOUTH-SOUTHWEST OF HAVILAND.  MARK
 HG0894'IS ON TOP OF A KNOLL, 12 INCHES UNDERGROUND.
 HG0894'
 HG0894'TO REACH FROM THE CITY HALL IN HAVILAND, GO SOUTH ON GRAVEL
 HG0894'ROAD FOR 1.0 MILE, THENCE 0.5 MILE WEST, THENCE 0.2 MILE
 HG0894'SOUTH ON LANE TO WIRE GATE.  PASS THROUGH WIRE GATE AND
 HG0894'GO 0.4 MILE WEST-SOUTHWEST TO HIGHEST POINT AND STATION.
 HG0894'
 HG0894'AZIMUTH MARK IS 1.4 MILES EAST-NORTHEAST OF STATION, 35 FEET
 HG0894'SOUTH OF CENTERLINE OF ROAD IN NORTH-AND-SOUTH FENCE LINE,
 HG0894'AND PROJECTS 6 INCHES ABOVE GROUND.  TO REACH FROM
 HG0894'STATION, GO BACK TO THE LANE AND ROAD JUNCTION, THENCE 1.0
 HG0894'MILE EAST ON GRADED ROAD TO MARK ON RIGHT.
 HG0894'
 HG0894'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF STATION.  MARK
 HG0894'IS IN FENCE LINE WHICH IS 20 FEET EAST OF CENTERLINE OF ROAD
 HG0894'AND IS FLUSH WITH THE GROUND.
 HG0894'
 HG0894'REFERENCE MARK NO. 2 IS WEST OF STATION, IN FENCE LINE, 20
 HG0894'FEET EAST OF CENTERLINE OF ROAD, 110 FEET SOUTH OF SOUTH
 HG0894'SIDE OF TWO-STORY HOUSE ON WEST SIDE OF ROAD.  DISTANCE
 HG0894'BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IS
 HG0894'213.54 FEET, AND IS FLUSH WITH THE GROUND.
 HG0894'
 HG0894'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 HG0894
 HG0894                          STATION RECOVERY (1937)
 HG0894
 HG0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 HG0894'STATION IS 0.3 MILE SOUTH AND 430 FEET EAST OF THE NORTHWEST
 HG0894'CORNER OF SEC. 19, T. 28 S., R. 16 W., ON PROPERTY OF N.
 HG0894'MEYER.  ABOUT 1.5 MILES SOUTH-SOUTHWEST OF HAVILAND.  MARK
 HG0894'IS ON TOP OF A KNOLL, 12 INCHES UNDERGROUND.
 HG0894'
 HG0894'TO REACH FROM THE CITY HALL IN HAVILAND, GO SOUTH ON GRAVEL
 HG0894'ROAD FOR 1.0 MILE.  THENCE WEST 0.5 MILE, THENCE SOUTH 0.2
 HG0894'MILE ON LANE TO WIRE GATE.  PASS THROUGH WIRE GATE AND GO
 HG0894'0.4 MILE WEST-SOUTHWEST TO HIGHEST POINT AND STATION.
 HG0894'
 HG0894'AZIMUTH MARK IS 1.4 MILES EAST-NORTHEAST OF STATION, 35 FEET
 HG0894'SOUTH OF CENTERLINE OF ROAD AND IN NORTH-SOUTH FENCE LINE,
 HG0894'AND PROJECTS 4 INCHES ABOVE THE GROUND.  TO REACH GO BACK
 HG0894'TO THE LANE AND ROAD JUNCTION, THENCE 1.0 MILE EAST ON GRADED
 HG0894'ROAD TO MARK ON RIGHT.
 HG0894'
 HG0894'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0894'BRONZE TABLETS SET IN CONCRETE.
 HG0894'
 HG0894'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF STATION.  MARK
 HG0894'IS IN FENCE LINE WHICH IS 20 FEET EAST OF CENTERLINE OF ROAD
 HG0894'AND IS FLUSH WITH THE GROUND.
 HG0894'
 HG0894'REFERENCE MARK NO. 2 IS WEST OF STATION IN FENCE LINE 20 FEET
 HG0894'EAST OF CENTERLINE OF THE ROAD, 110 FEET SOUTH OF SOUTH SIDE
 HG0894'TWO-STORY HOUSE ON WEST SIDE OF ROAD FLUSH WITH THE GROUND.
 HG0894'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 HG0894'2 IS 213.54 FEET.
 HG0894
 HG0894                          STATION RECOVERY (1938)
 HG0894
 HG0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0894'STATION IS ABOUT 1.5 MILES SOUTH OF HAVILAND, 0.3 MILE SOUTH
 HG0894'AND 430 FEET EAST OF THE NORTHWEST CORNER OF SEC. 19, T. 28 S.,
 HG0894'R. 16 W.  IT IS ON THE TOP OF KNOLL ABOUT 425 FEET EAST OF
 HG0894'CENTERLINE OF ROAD ON PROPERTY OF N. MEYER (1934 DESCRIPTION
 HG0894'SAYS B. MEYER).   SURFACE
 HG0894'MARK IS ABOUT 10 INCHES BELOW THE SURFACE OF GROUND.
 HG0894'
 HG0894'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE GROUND WEST-SOUTHWEST
 HG0894'OF STATION IN THE FENCE LINE ABOUT 20 FEET EAST OF CENTERLINE
 HG0894'OF ROAD.
 HG0894'
 HG0894'REFERENCE MARK NO. 2, IS WEST OF STATION IN FENCE
 HG0894'LINE, 20 FEET EAST OF CENTERLINE OF ROAD AND 110 FEET SOUTH
 HG0894'OF THE SOUTH SIDE OF A TWO-STORY HOUSE ON THE WEST SIDE
 HG0894'OF ROAD.
 HG0894'
 HG0894'AZIMUTH MARK IS ABOUT 1.4 MILES EAST-NORTHEAST OF STATION
 HG0894'IN A NORTH-AND-SOUTH FENCE LINE, 35 FEET SOUTH OF CENTERLINE
 HG0894'OF ROAD.  TO REACH FROM STATION, GO EAST ACROSS FIELD 0.4
 HG0894'MILE TO A NORTH-SOUTH ROAD, THENCE NORTH ON ROAD 0.5 MILE
 HG0894'TO ROAD ON THE RIGHT, THENCE RIGHT (EAST) 1.0 MILE TO MARK
 HG0894'ON THE RIGHT.
 HG0894'
 HG0894'STATION IS REACHED FROM THE CITY HALL IN HAVILAND BY GOING
 HG0894'SOUTH ON A GRAVEL ROAD 1.0 MILE, THENCE RIGHT (WEST) 0.5
 HG0894'MILE, THENCE LEFT (SOUTH) ON LANE 0.2 MILE TO A WIRE GATE.
 HG0894'PASS THROUGH GATE AND CONTINUE WEST-SOUTHWEST ACROSS FIELD
 HG0894'0.4 MILE TO HIGHEST POINT AND STATION.
 HG0894'
 HG0894'DISTANCE TO REFERENCE MARK NO. 1 FAILED TO CHECK 1934 DISTANCE
 HG0894'BY 0.59 FOOT AND THE DIRECTION FAILED TO CHECK BY 22 SECONDS.
 HG0894'THE DISTANCE TO REFERENCE MARK NO. 2 CHECKED BUT DIRECTION
 HG0894'FAILED TO CHECK BY 12 SECONDS.
 HG0894'
 HG0894'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
 HG0894
 HG0894                          STATION RECOVERY (1953)
 HG0894
 HG0894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0894'THE STATION WAS RECOVERED AS DESCRIBED IN 1938 BY P.L.B.  ALL
 HG0894'MARKS ARE IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.
 HG0894'
 HG0894'TO REACH THE STATION FROM THE CITY HALL IN HAVILAND, GO
 HG0894'SOUTH ON A GRAVELED ROAD FOR 1 MILE TO A CROSS ROAD, (THE
 HG0894'AZIMUTH MARK IS 0.5 MILE EAST OF THIS POINT ON THE SOUTH
 HG0894'SIDE OF THE ROAD) TURN RIGHT (WEST) AND GO FOR 1 MILE TO A
 HG0894'SIDE ROAD ON THE LEFT, TURN LEFT (SOUTH) AND GO FOR 0.25
 HG0894'MILE TO THE REFERENCES MARKS ON THE LEFT.  THE STATION IS
 HG0894'ABOUT 400 FEET DUE EAST OF THIS POINT ON THE HIGHEST POINT
 HG0894'OF THE HILL.
 HG0894'
 HG0894'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HG0894
 HG0894                          STATION RECOVERY (1988)
 HG0894
 HG0894'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1988 (DRL)
 HG0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1278 ***********************************************************************
 KE1278  DESIGNATION -  MEYER
 KE1278  PID         -  KE1278
 KE1278  STATE/COUNTY-  KS/NEMAHA
 KE1278  USGS QUAD   -  BERN (1960)
 KE1278
 KE1278                         *CURRENT SURVEY CONTROL
 KE1278  ___________________________________________________________________
 KE1278* NAD 83(1997)-  39 52 39.21022(N)    095 57 47.79441(W)     ADJUSTED  
 KE1278* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 KE1278  ___________________________________________________________________
 KE1278  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 KE1278  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 KE1278
 KE1278  HORZ ORDER  -  FIRST
 KE1278
 KE1278.The horizontal coordinates were established by classical geodetic methods
 KE1278.and adjusted by the National Geodetic Survey in October 1998..
 KE1278
 KE1278.The orthometric height was scaled from a topographic map.
 KE1278
 KE1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1278
 KE1278.The geoid height was determined by GEOID03.
 KE1278
 KE1278;                    North         East     Units Scale Factor Converg.
 KE1278;SPC KS N     -   173,393.663   574,222.155   MT  1.00001664   +1 17 19.2
 KE1278;SPC NE       -    12,971.322   845,220.725   MT  1.00005755   +2 40 30.4
 KE1278;UTM  15      - 4,418,371.176   246,584.111   MT  1.00039068   -1 54 03.3
 KE1278;UTM  14      - 4,418,582.266   759,698.080   MT  1.00043038   +1 56 53.1
 KE1278
 KE1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1278!SPC KS N     -   0.99994224  x   1.00001664  =   0.99995887
 KE1278!SPC NE       -   0.99994224  x   1.00005755  =   0.99999978
 KE1278!UTM  15      -   0.99994224  x   1.00039068  =   1.00033289
 KE1278!UTM  14      -   0.99994224  x   1.00043038  =   1.00037259
 KE1278
 KE1278:                Primary Azimuth Mark                     Grid Az
 KE1278:SPC KS N     -  SEBETHA CITY L AND P BRICK STK           076 06 14.3
 KE1278:SPC NE       -  SEBETHA CITY L AND P BRICK STK           074 43 03.1
 KE1278:UTM  15      -  SEBETHA CITY L AND P BRICK STK           079 17 36.8
 KE1278:UTM  14      -  SEBETHA CITY L AND P BRICK STK           075 26 40.4
 KE1278
 KE1278|---------------------------------------------------------------------|
 KE1278| PID    Reference Object                     Distance      Geod. Az  |
 KE1278|                                                           dddmmss.s |
 KE1278| KE1275 SEBETHA CITY L AND P BRICK STK      APPROX.14.0 KM 0772333.5 |
 KE1278| CL7892 MEYER RM 1                           36.900 METERS 09233     |
 KE1278| CL7891 MEYER AZ MK                                        1522739.6 |
 KE1278| CL7893 MEYER RM 2                           38.026 METERS 26718     |
 KE1278|---------------------------------------------------------------------|
 KE1278
 KE1278                          SUPERSEDED SURVEY CONTROL
 KE1278
 KE1278  NAD 83(1997)-  39 52 39.21099(N)    095 57 47.79390(W) AD(       ) 1
 KE1278  NAD 83(1986)-  39 52 39.21723(N)    095 57 47.79162(W) AD(       ) 1
 KE1278  NAD 27      -  39 52 39.22000(N)    095 57 46.80000(W) AD(       ) 1
 KE1278
 KE1278.Superseded values are not recommended for survey control.
 KE1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1278.See file dsdata.txt to determine how the superseded data were derived.
 KE1278
 KE1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE4658418371(NAD 83)
 KE1278_MARKER: DS = TRIANGULATION STATION DISK
 KE1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1278
 KE1278  HISTORY     - Date     Condition        Report By
 KE1278  HISTORY     - 1934     MONUMENTED       CGS
 KE1278  HISTORY     - 1947     GOOD             CGS
 KE1278  HISTORY     - 1950     GOOD             CGS
 KE1278
 KE1278                          STATION DESCRIPTION
 KE1278
 KE1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KE1278'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF ONEIDA,
 KE1278'ON THE DIVIDING LINE OF THE NORTHEAST QUARTER AND THE SOUTHEAST
 KE1278'QUARTER, SEC. 16, T. 2 S., R. 13 E., ON THE DIVIDING LINE OF
 KE1278'PROPERTY OWNED BY J.P. MEYERS ON THE SOUTH AND MRS. W.M.
 KE1278'MEYERS ON THE NORTH, ON AN OLD FENCE LINE THAT EXTENDS EAST
 KE1278'AND WEST, 15 FEET NORTH OF CENTERLINE OF ROAD THAT LEADS TO
 KE1278'STATION.  MARK PROJECTS APPROXIMATELY 6 INCHES
 KE1278'ABOVE GROUND.
 KE1278'
 KE1278'REACHED FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 KE1278'36 IN ONEIDA BY GOING NORTH 1.0 MILE, THEN LEFT (WEST) ON
 KE1278'HALF-SECTION-LINE ROAD 1.0 MILE TO MR. MYERS HOUSE WHO LIVES
 KE1278'ON THE WEST SIDE OF THE SECTION-LINE ROAD THAT RUNS NORTH
 KE1278'AND SOUTH.  GO THROUGH MR. MYERS YARD AND CONTINUE WEST
 KE1278'ALONG THE HALF-SECTION-LINE FENCE 0.25 MILE TO THE HIGHEST
 KE1278'POINT ON HILL AND STATION ON RIGHT.
 KE1278'
 KE1278'REFERENCE MARK NO. 1 IS 36.900 METERS (121.06 FEET) EAST OF
 KE1278'STATION, 10 FEET NORTH OF CENTERLINE OF ROAD LEADING TO
 KE1278'STATION, AND 3 FEET SOUTH OF OLD FENCE LINE.  MARK
 KE1278'IS FLUSH WITH GROUND.
 KE1278'
 KE1278'REFERENCE MARK NO. 2 IS 38.026 METERS (124.76
 KE1278'FEET) WEST OF STATION, 7 FEET SOUTH OF OLD FENCE LINE AND
 KE1278'7 FEET NORTH OF CENTERLINE OF ROAD LEADING TO STATION.
 KE1278'
 KE1278'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTHEAST
 KE1278'OF STATION.  TO REACH FROM STATION, GO EAST 0.25 MILE, THENCE
 KE1278'RIGHT (SOUTH) 0.5 MILE TO INTERSECTION WITH EAST-AND-WEST
 KE1278'ROAD AND MARK ON RIGHT.  MARK IS 35 FEET WEST OF CENTERLINE
 KE1278'OF ROAD LEADING TO MARK, 20 FEET NORTH OF CENTERLINE OF
 KE1278'EAST-AND-WEST ROAD, 5 FEET WEST OF FENCE CORNER AND PROJECTS
 KE1278'APPROXIMATELY 8 INCHES.
 KE1278'
 KE1278'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KE1278
 KE1278                          STATION RECOVERY (1947)
 KE1278
 KE1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KE1278'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN
 KE1278'GOOD CONDITION.  THE REFERENCE MARKS COULD NOT BE MEASURED
 KE1278'OR DIRECTIONS TAKEN TO THEM, DUE TO THEIR OBSTRUCTION BY A
 KE1278'THICK EAST-WEST HEDGE ROW, AND MR. METZGER OWNER OF THE PROPERTY,
 KE1278'WOULD NOT GRANT PERMISSION TO DO ANY CUTTING OF THE TREES
 KE1278'OR ALLOW A TOWER TO BE ERECTED.
 KE1278'
 KE1278'A DESCRIPTION FOLLOWS.
 KE1278'
 KE1278'THE STATION IS LOCATED IN A THICK EAST-WEST HEDGE ROW ON THE
 KE1278'CREST OF A PROMINENT NORTH-SOUTH RIDGE.  IT IS ABOUT 1.5 MILES
 KE1278'NORTHWEST OF ONEIDA, 0.2 MILE WEST OF THE FARM HOME OF MR.
 KE1278'METZGER, AND 80 FEET WEST OF THE EAST END OF THE HEDGE ROW
 KE1278'AND A T FENCE INTERSECTION.  IT
 KE1278'PROJECTS 6 INCHES AND IS STAMPED MEYER 1934.
 KE1278'
 KE1278'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 36 FEET EAST
 KE1278'OF THE EAST END OF A HEDGE ROW AND A T FENCE INTERSECTION
 KE1278'AND 2.4 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT
 KE1278'PROJECTS 1 INCH AND IS STAMPED
 KE1278'MEYER NO 1 1934.
 KE1278'
 KE1278'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 7 FEET SOUTH
 KE1278'OF THE CENTER OF AN EAST-WEST HEDGE ROW AND AT THE NORTH
 KE1278'EDGE OF A CULTIVATED FIELD.  IT
 KE1278'SET FLUSH WITH THE GROUND AND IS STAMPED MEYER NO 2 1934.
 KE1278'
 KE1278'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE SOUTH-SOUTHEAST OF THE
 KE1278'STATION, 42 FEET NORTHWEST OF THE CENTER OF INTERSECTION OF
 KE1278'A CROSSROAD, 17 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 KE1278'6 FEET WEST OF A FENCE CORNER, AND 1.5 FEET SOUTH OF A FENCE
 KE1278'LINE.
 KE1278'
 KE1278'ITPROJECTS 10 INCHES AND IS STAMPED
 KE1278'MEYER AZI 1934.
 KE1278'
 KE1278'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 KE1278'AND U.S. HIGHWAY NO. 36 IN ONEIDA, GO NORTH, ON GRAVELED ROAD,
 KE1278'FOR 1.0 MILE, TURN LEFT, WEST, AND GO 1.0 MILE, TURN LEFT,
 KE1278'SOUTH, AND GO 0.05 MILE, TURN RIGHT INTO FARM LANE AND GO
 KE1278'BETWEEN THE HOUSE AND BARN AND GO NORTH 0.05 MILE, TURN LEFT,
 KE1278'WEST, AND FOLLOW ALONG FENCE LINE FOR 0.2 MILE TO THE CREST
 KE1278'OF RIDGE AND THE STATION AS DESCRIBED.
 KE1278'
 KE1278'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE OF THE FARM
 KE1278'LANE, MENTIONED ABOVE, GO SOUTH ON GRADED ROAD FOR 0.4
 KE1278'MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT AS
 KE1278'DESCRIBED.
 KE1278'
 KE1278'A 47 FOOT SIGNAL AT KELLY 1934 IS VISIBLE AT 4 FEET.
 KE1278'
 KE1278'A 74 FOOT SIGNAL AT BAILEYVILLE IS VISIBLE AT 20 FEET.
 KE1278'
 KE1278'A 74 FOOT SIGNAL AT ALLISON IS VISIBLE AT 4 FEET.
 KE1278'
 KE1278'AN 87 FOOT SIGNAL AT SASKA 1934 IS VISIBLE AT 4 FEET.
 KE1278
 KE1278                          STATION RECOVERY (1950)
 KE1278
 KE1278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KE1278'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 KE1278'AS DESCRIBED BY R.L.E. IN 1947 AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1361 ***********************************************************************
 JF1361  DESIGNATION -  MEYER RESET
 JF1361  PID         -  JF1361
 JF1361  STATE/COUNTY-  KS/WABAUNSEE
 JF1361  USGS QUAD   -  ALLENDORPH (1983)
 JF1361
 JF1361                         *CURRENT SURVEY CONTROL
 JF1361  ___________________________________________________________________
 JF1361* NAD 83(1997)-  38 55 39.72766(N)    096 18 16.93862(W)     ADJUSTED  
 JF1361* NAVD 88     -       445.39   (+/-2cm)    1461.3    (feet)  VERTCON   
 JF1361  ___________________________________________________________________
 JF1361  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 JF1361  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 JF1361
 JF1361  HORZ ORDER  -  FIRST
 JF1361  VERT ORDER  -  THIRD ? (See Below)
 JF1361
 JF1361.The horizontal coordinates were established by classical geodetic methods
 JF1361.and adjusted by the National Geodetic Survey in October 1998..
 JF1361
 JF1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1361.The vertical order pertains to the NGVD 29 superseded value.
 JF1361
 JF1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1361
 JF1361.The geoid height was determined by GEOID03.
 JF1361
 JF1361;                    North         East     Units Scale Factor Converg.
 JF1361;SPC KS N     -    67,357.220   546,994.022   MT  0.99997265   +1 04 21.5
 JF1361;UTM  14      - 4,312,208.155   733,645.951   MT  1.00027226   +1 41 39.6
 JF1361
 JF1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1361!SPC KS N     -   0.99993487  x   0.99997265  =   0.99990753
 JF1361!UTM  14      -   0.99993487  x   1.00027226  =   1.00020712
 JF1361
 JF1361|---------------------------------------------------------------------|
 JF1361| PID    Reference Object                     Distance      Geod. Az  |
 JF1361|                                                           dddmmss.s |
 JF1361| CL4884 MEYER RM 3                           13.793 METERS 00919     |
 JF1361| CL4883 MEYER AZ MK                                        0124611.9 |
 JF1361| AI1695 MEYER RM 4                           13.393 METERS 12010     |
 JF1361|---------------------------------------------------------------------|
 JF1361
 JF1361                          SUPERSEDED SURVEY CONTROL
 JF1361
 JF1361  NAD 83(1986)-  38 55 39.73474(N)    096 18 16.93679(W) AD(       ) 1
 JF1361  NAD 27      -  38 55 39.72922(N)    096 18 15.95040(W) AD(       ) 1
 JF1361  NGVD 29 (07/19/86)  445.25   (m)         1460.8    (f) LEVELING    3  
 JF1361
 JF1361.Superseded values are not recommended for survey control.
 JF1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1361.See file dsdata.txt to determine how the superseded data were derived.
 JF1361
 JF1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3364612208(NAD 83)
 JF1361_MARKER: DS = TRIANGULATION STATION DISK
 JF1361_SETTING: 0 = UNSPECIFIED SETTING
 JF1361
 JF1361  HISTORY     - Date     Condition        Report By
 JF1361  HISTORY     - 1956     MONUMENTED       CGS
 JF1361  HISTORY     - 1968     GOOD             CGS
 JF1361
 JF1361                          STATION DESCRIPTION
 JF1361
 JF1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1361'THE STATION MARK, REFERENCE STONES NORTH AND SOUTH AND
 JF1361'A16-13-10E (KAN. GEOD. S) WERE RECOVERED.  THE SURFACE STATION
 JF1361'MARK WAS A SHORT MARBLE POST AND WAS FOUND 3 MILLIMETERS
 JF1361'ECCENTRIC TO THE UNDERGROUND MARK.  FOR A GREATER PERMANENCY, A
 JF1361'STANDARD SURFACE MARK AND UNDERGROUND MARK WERE ESTABLISHED,
 JF1361'HOLDING THE POSITION OF THE OLD UNDERGROUND MARK.  THE NORTH AND
 JF1361'SOUTH REFERENCE STONES WERE IN GOOD CONDITION.  THEY ARE SO
 JF1361'CLOSE TO THE STATION MARK THAT DIRECTIONS CAN NOT BE TAKEN.
 JF1361'REFERENCE MARKS 3 AND 4 AND AN AZIMUTH MARK WERE ESTABLISHED
 JF1361'AT THIS TIME.  THE KANSAS GEODETIC SURVEY MARK IS IN GOOD
 JF1361'CONDITION AND MAY BE USED AS AN EXTRA AZIMUTH MARK.
 JF1361'
 JF1361'DUE TO ROAD AND FENCE CHANGES A NEW DESCRIPTION FOLLOWS-
 JF1361'
 JF1361'THE STATION IS ABOUT 11 MILES NORTHWEST OF ESKRIDGE, 6-1/2 MILES
 JF1361'SOUTH OF ALMA, ON A HIGH RIDGE IN A PASTURE OWNED BY MR. W.
 JF1361'SCHEWE, ALMA, KANSAS.  IT IS ABOUT 0.4 MILE SOUTH-SOUTHWEST OF A
 JF1361'LARGE POND AND 297 FEET WEST OF A NORTH-SOUTH WIRE FENCE.  THE
 JF1361'MARK IS FLUSH AND THE DISK IS STAMPED MEYER 1888 1956.
 JF1361'
 JF1361'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND
 JF1361'99 IN ESKRIDGE, GO WEST ON HIGHWAY NOS. 4 AND 99 FOR 9.85 MILES
 JF1361'TO THE JUNCTION OF HIGHWAYS 4 AND 99.  TURN RIGHT AND GO NORTH ON
 JF1361'HIGHWAY 99 FOR 4.5 MILES TO A SIDE ROAD LEFT JUST AFTER CROSSING
 JF1361'A SMALL CONCRETE BRIDGE.  TURN LEFT AND GO WEST ON THE NARROW
 JF1361'DIRT AND GRAVEL ROAD FOR 0.9 MILE TO A WIRE GATE ACROSS THE
 JF1361'ROAD.  PASS THROUGH GATE AND CONTINUE WEST ON NARROW ROAD FOR 0.3
 JF1361'MILE TO A Y-INTERSECTION.  TAKE THE LEFT FORK AND GO SOUTH ON
 JF1361'THE FIELD ROAD FOR 0.7 MILE TO A WIRE GATE.  PASS THROUGH
 JF1361'GATE AND CONTINUE SOUTH ON FIELD ROAD FOR 0.4 MILE TO A WIRE
 JF1361'GATE ON THE RIGHT IN A NORTH-SOUTH FENCE.  TURN RIGHT
 JF1361'THROUGH GATE AND FOLLOW DIM ROAD WEST, PASSING TO THE NORTH
 JF1361'SIDE OF A PROMINENT KNOLL FOR 0.4 MILE TO A WINDMILL ON THE
 JF1361'RIGHT*.  CONTINUE WEST ACROSS PASTURE, KEEPING TO THE NORTH
 JF1361'OF A SMALL HILL FOR 0.25 MILE TO TWO WIRE GATES IN A
 JF1361'NORTH-SOUTH FENCE AND A FENCE RUNNING WEST.  PASS THROUGH THE
 JF1361'GATE ON THE LEFT AND TURN SHARP LEFT AND GO SOUTH UP HILL
 JF1361'KEEPING TO THE WEST SIDE OF THE WIRE FENCE FOR 0.1 MILE TO THE
 JF1361'AZIMUTH MARK ON THE LEFT.  CONTINUE
 JF1361'SOUTH-SOUTHWEST ACROSS THE PASTURE FOR 0.25 MILE TO THE STATION.
 JF1361'
 JF1361'* TO REACH THE KANSAS GEODETIC SURVEY MARK FROM THIS POINT, GO
 JF1361'SOUTH ACROSS BOTTOM FOR 0.2 MILE TO THE SLOPE OF A PROMINENT HILL
 JF1361'ON THE LEFT AND A POND ON THE RIGHT.  TURN LEFT AND GO EAST UP
 JF1361'HILL FOR 0.1 MILE TO THE TOP OF THE RIDGE.  TURN RIGHT AND FOLLOW
 JF1361'RIDGE SOUTH FOR 0.3 MILE TO THE MARK.
 JF1361'
 JF1361'THE NORTH REFERENCE STONE IS 6.4 FEET NORTH OF THE STATION.  IT
 JF1361'PROJECTS 10 INCHES AND HAS AN ARROW ENGRAVED IN THE TOP POINTING
 JF1361'TOWARDS THE STATION MARK.
 JF1361'
 JF1361'THE SOUTH REFERENCE STONE IS 6.4 FEET SOUTH OF THE STATION.  IT
 JF1361'PROJECTS 6 INCHES AND HAS AN ARROW ENGRAVED IN THE TOP POINTING
 JF1361'TOWARDS THE STATION MARK.
 JF1361'
 JF1361'REFERENCE MARK 3 IS 288 FEET WEST OF THE NORTH-SOUTH FENCE.  THE
 JF1361'MARK IS FLUSH AND THE DISK IS STAMPED MEYER 1888 NO 3 1956.
 JF1361'
 JF1361'REFERENCE MARK 4 IS 258 FEET WEST OF THE NORTH-SOUTH FENCE.  THE
 JF1361'MARK IS FLUSH AND THE DISK IS STAMPED MEYER 1888 NO 4 1956.
 JF1361'
 JF1361'THE AZIMUTH MARK IS 3 FEET SOUTH OF A WHITE WITNESS POST AND 1
 JF1361'FOOT WEST OF THE WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 JF1361'DISK IS STAMPED MEYER 1888 1956.
 JF1361'
 JF1361'THE KANSAS GEODETIC SURVEY MARK IS ABOUT 0.2 MILE WEST OF A
 JF1361'NORTH-SOUTH FENCE AND 170 FEET NORTH OF WHERE THE RIDGE DROPS
 JF1361'OFF SHARPLEY TO THE SOUTH.  THE MARK IS A STANDARD U.S. COAST AND
 JF1361'GEODETIC AND STATE SURVEY DISK STAMPED A16-13-10E SET IN THE TOP
 JF1361'OF A 6 X 6 INCH CONCRETE POST THAT PROJECTS 4 INCHES.
 JF1361'
 JF1361'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1361
 JF1361                          STATION RECOVERY (1968)
 JF1361
 JF1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1361'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE STONES NORTH
 JF1361'AND SOUTH, A16-13-10E (KANS. GEOD. S.) AND THE AZIMUTH MARK WERE
 JF1361'RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 JF1361'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JF1361'
 JF1361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES
 JF1361'WEST AND 1 MILE SOUTH OF ALMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8083 ***********************************************************************
 AJ8083  PACS        -  This is a Primary Airport Control Station.
 AJ8083  DESIGNATION -  MHK A
 AJ8083  PID         -  AJ8083
 AJ8083  STATE/COUNTY-  KS/RILEY
 AJ8083  USGS QUAD   -  KEATS (1992)
 AJ8083
 AJ8083                         *CURRENT SURVEY CONTROL
 AJ8083  ___________________________________________________________________
 AJ8083* NAD 83(1997)-  39 08 05.84275(N)    096 40 41.63814(W)     ADJUSTED  
 AJ8083* NAVD 88     -       318.64   (meters)    1045.4    (feet)  GPS OBS   
 AJ8083  ___________________________________________________________________
 AJ8083  X           -    -576,130.239 (meters)                     COMP
 AJ8083  Y           -  -4,920,494.793 (meters)                     COMP
 AJ8083  Z           -   4,004,131.706 (meters)                     COMP
 AJ8083  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 AJ8083  ELLIP HEIGHT-         288.80  (meters)          (07/29/04) GPS OBS
 AJ8083  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 AJ8083
 AJ8083  HORZ ORDER  -  B
 AJ8083  ELLP ORDER  -  FOURTH    CLASS II
 AJ8083
 AJ8083.This mark is at Manhattan Municipal Airport (MHK)
 AJ8083
 AJ8083.The horizontal coordinates were established by GPS observations
 AJ8083.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8083
 AJ8083.The orthometric height was determined by GPS observations and a
 AJ8083.high-resolution geoid model.
 AJ8083
 AJ8083.GPS derived orthometric heights for airport stations designated as
 AJ8083.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8083.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8083.not indicate centimeter accuracy relative to other marks which are
 AJ8083.part of the NAVD 88 network.
 AJ8083
 AJ8083.Photographs are available for this station.
 AJ8083
 AJ8083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8083
 AJ8083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8083
 AJ8083.The ellipsoidal height was determined by GPS observations
 AJ8083.and is referenced to NAD 83.
 AJ8083
 AJ8083.The geoid height was determined by GEOID03.
 AJ8083
 AJ8083;                    North         East     Units Scale Factor Converg.
 AJ8083;SPC KS N     -    89,822.967   514,273.352   MT  0.99995888   +0 50 10.7
 AJ8083;UTM  14      - 4,334,319.986   700,674.701   MT  1.00009588   +1 27 57.1
 AJ8083
 AJ8083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8083!SPC KS N     -   0.99995469  x   0.99995888  =   0.99991357
 AJ8083!UTM  14      -   0.99995469  x   1.00009588  =   1.00005057
 AJ8083
 AJ8083                          SUPERSEDED SURVEY CONTROL
 AJ8083
 AJ8083  ELLIP H (03/07/02)  288.79   (m)                       GP(       ) 4 2
 AJ8083
 AJ8083.Superseded values are not recommended for survey control.
 AJ8083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8083.See file dsdata.txt to determine how the superseded data were derived.
 AJ8083
 AJ8083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0067534320(NAD 83)
 AJ8083_MARKER: I = METAL ROD
 AJ8083_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ8083_STAMPING: MHK A 2001
 AJ8083_MARK LOGO: NGS   
 AJ8083_PROJECTION: FLUSH
 AJ8083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8083+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 AJ8083_ROD/PIPE-DEPTH: 26.5 meters
 AJ8083_SLEEVE-DEPTH  : .9 meters
 AJ8083
 AJ8083  HISTORY     - Date     Condition        Report By
 AJ8083  HISTORY     - 20010427 MONUMENTED       MSAM
 AJ8083  HISTORY     - 20040817 GOOD             NGS
 AJ8083
 AJ8083                          STATION DESCRIPTION
 AJ8083
 AJ8083'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8083'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AJ8083' 
 AJ8083'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTHWEST OF
 AJ8083'MANHATTAN, KANSAS, 4.4 KM (2.8 MI) NORTHEAST OF OGDEN, KANSAS. IT IS
 AJ8083'IN THE SOUTH SECTOR OF MANHATTAN REGIONAL AIRPORT, CLOSE TO THE
 AJ8083'ASOS EQUIPMENT NEAR THE SOUTHERN END OF RUNWAY 3-21. THIS IS A
 AJ8083'CONTROLLED AIRPORT. ESCORT IS REQUIRED FOR ACCESS TO THIS STATION.
 AJ8083'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT
 AJ8083'MANAGER. CONTACT KEN BLACK AT 785-587-4565. OWNERSHIP- MANHATTAN
 AJ8083'REGIONAL AIRPORT AUTHORITY.
 AJ8083' 
 AJ8083'TO REACH THE STATION FROM THE INTERCHANGE OF STATE HIGHWAY 113
 AJ8083'(SETH CHILD RD) AND STATE HIGHWAY 18 (FT RILEY BOULEVARD) IN
 AJ8083'MANHATTAN, KANSAS, GO 6.9 KM (4.3 MI), SOUTHWEST ON STATE ROAD 18 TO
 AJ8083'THE ROAD LEADING TO THE MAIN TERMINAL BUILDING. TURN RIGHT,
 AJ8083'NORTHWEST 0.3 KM (0.2 MI) TO THE MAIN TERMINAL BUILDING, GATED
 AJ8083'ACCESS TO THE RIGHT, NORTH SIDE OF TERMINAL BUILDING TO TERMINAL
 AJ8083'APRON. TURN LEFT ,SOUTHWEST, ON TAXIWAY A FOR 0.48 KM (0.3 MI) TO
 AJ8083'TAXIWAY B. TURN RIGHT, NORTHWEST ONTO TAXIWAY B TO RUNWAY 3-21.
 AJ8083'CROSS RUNWAY 3-21 TO GRASSY AREA ON THE WESTERLY SIDE OF
 AJ8083'RUNWAY. TURN LEFT, SOUTHWEST, ALONG SIDE RUNWAY FOR 0.45 KM
 AJ8083'(0.28 MI) TO STATION ON YOUR RIGHT.
 AJ8083' 
 AJ8083'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD
 AJ8083'DRIVEN TO REFUSAL AT A DEPTH OF 26.52 M (87.00 FT), ENCASED IN A 0.9 M
 AJ8083'(3.0 FT) LONG FINNED GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO
 AJ8083'LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND. THE
 AJ8083'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AJ8083'IT IS 50.7 M (166.3 FT) SOUTHWEST FROM A SAFETY ZONE SIGN AT ADJOINING
 AJ8083'THE ACCESS ROAD TO THE ENTRANCE OF THE ASOS EQUIPMENT, 43.3 M
 AJ8083'(142.1 FT) SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF ASOS
 AJ8083'EQUIPMENT BUILDING, 40.0 M (131.2 FT) SOUTHEAST OF THE SOUTH CORNER
 AJ8083'OF A TOWER ANTENNA 40 M (131.2 FT) HIGH, 0.9 M (3.0 FT) SOUTH OF A
 AJ8083'CARSONITE WITNESS POST.  THIS STATION IS DESIGNATED AS A PRIMARY
 AJ8083'AIRPORT CONTROL STATION.
 AJ8083' 
 AJ8083' 
 AJ8083' 
 AJ8083' 
 AJ8083'
 AJ8083
 AJ8083                          STATION RECOVERY (2004)
 AJ8083
 AJ8083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRL)
 AJ8083'RECOVERED AS DESCRIBED. THIS IS THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8084 ***********************************************************************
 AJ8084  SACS        -  This is a Secondary Airport Control Station.
 AJ8084  DESIGNATION -  MHK B
 AJ8084  PID         -  AJ8084
 AJ8084  STATE/COUNTY-  KS/RILEY
 AJ8084  USGS QUAD   -  KEATS (1992)
 AJ8084
 AJ8084                         *CURRENT SURVEY CONTROL
 AJ8084  ___________________________________________________________________
 AJ8084* NAD 83(1997)-  39 08 18.40534(N)    096 39 55.18024(W)     ADJUSTED  
 AJ8084* NAVD 88     -       317.69   (meters)    1042.3    (feet)  GPS OBS   
 AJ8084  ___________________________________________________________________
 AJ8084  X           -    -574,993.489 (meters)                     COMP
 AJ8084  Y           -  -4,920,380.797 (meters)                     COMP
 AJ8084  Z           -   4,004,431.593 (meters)                     COMP
 AJ8084  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AJ8084  ELLIP HEIGHT-         287.82  (meters)          (07/29/04) GPS OBS
 AJ8084  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AJ8084
 AJ8084  HORZ ORDER  -  FIRST
 AJ8084  ELLP ORDER  -  FOURTH    CLASS II
 AJ8084
 AJ8084.This mark is at Manhattan Municipal Airport (MHK)
 AJ8084
 AJ8084.The horizontal coordinates were established by GPS observations
 AJ8084.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8084
 AJ8084.The orthometric height was determined by GPS observations and a
 AJ8084.high-resolution geoid model.
 AJ8084
 AJ8084.GPS derived orthometric heights for airport stations designated as
 AJ8084.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8084.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8084.not indicate centimeter accuracy relative to other marks which are
 AJ8084.part of the NAVD 88 network.
 AJ8084
 AJ8084.Photographs are available for this station.
 AJ8084
 AJ8084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8084
 AJ8084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8084
 AJ8084.The ellipsoidal height was determined by GPS observations
 AJ8084.and is referenced to NAD 83.
 AJ8084
 AJ8084.The geoid height was determined by GEOID03.
 AJ8084
 AJ8084;                    North         East     Units Scale Factor Converg.
 AJ8084;SPC KS N     -    90,226.683   515,383.261   MT  0.99995876   +0 50 40.1
 AJ8084;UTM  14      - 4,334,735.932   701,780.262   MT  1.00010136   +1 28 26.9
 AJ8084
 AJ8084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8084!SPC KS N     -   0.99995484  x   0.99995876  =   0.99991361
 AJ8084!UTM  14      -   0.99995484  x   1.00010136  =   1.00005620
 AJ8084
 AJ8084                          SUPERSEDED SURVEY CONTROL
 AJ8084
 AJ8084.No superseded survey control is available for this station.
 AJ8084
 AJ8084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0178034736(NAD 83)
 AJ8084_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8084_STAMPING: MHK B 2001
 AJ8084_MARK LOGO: NGS   
 AJ8084_PROJECTION: FLUSH
 AJ8084_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8084+STABILITY: SURFACE MOTION
 AJ8084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8084+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 AJ8084
 AJ8084  HISTORY     - Date     Condition        Report By
 AJ8084  HISTORY     - 20010427 MONUMENTED       MSAM
 AJ8084  HISTORY     - 20040817 GOOD             NGS
 AJ8084
 AJ8084                          STATION DESCRIPTION
 AJ8084
 AJ8084'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8084'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AJ8084' 
 AJ8084'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTHWEST OF
 AJ8084'MANHATTAN, KANSAS, 4.4 KM (2.8 MI) NORTHEAST OF OGDEN, KANSAS. IT IS
 AJ8084'IN THE EASTERN SECTOR OF MANHATTAN REGIONAL AIRPORT, CLOSE TO
 AJ8084'THE SOUTHEASTERN END OF RUNWAY 13-31. THIS IS A CONTROLLED
 AJ8084'AIRPORT. ESCORT IS REQUIRED FOR ACCESS TO THIS STATION. PERMISSION
 AJ8084'TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.
 AJ8084'CONTACT KEN BLACK AT 785-587-4565. OWNERSHIP- MANHATTAN REGIONAL
 AJ8084'AIRPORT AUTHORITY.
 AJ8084' 
 AJ8084'TO REACH THE STATION FROM THE INTERCHANGE OF STATE HIGHWAY 113
 AJ8084'(SETH CHILD RD) AND STATE HIGHWAY 18 (FT RILEY BOULEVARD) IN
 AJ8084'MANHATTAN, KANSAS, GO 6.9 KM (4.3 MI), SOUTHWEST ON STATE ROAD 18 TO
 AJ8084'THE ROAD LEADING TO THE MAIN TERMINAL BUILDING. TURN RIGHT,
 AJ8084'NORTHWEST 0.3 KM (0.2 MI) TO THE MAIN TERMINAL BUILDING, GATED
 AJ8084'ACCESS TO THE RIGHT, NORTH SIDE OF TERMINAL BUILDING TO TERMINAL
 AJ8084'APRON. TURN RIGHT, NORTHEASTERLY, ONTO TAXIWAY A FOR 0.5 KM (0.3 MI)
 AJ8084'TO RUNWAY 13-31. TURN RIGHT, SOUTHEASTERLY, ONTO RUNWAY 13-31 FOR
 AJ8084'0.4 KM (0.2 MI) TO THE END OF RUNWAY 13-31, STATION AHEAD.
 AJ8084' 
 AJ8084'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP
 AJ8084'CENTER OF A CONCRETE POST FLUSH WITH THE GROUND. IT IS 72.8 M
 AJ8084'(238.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF RUNWAY 13-31,
 AJ8084'65.0 M (213.3 FT) SOUTHEAST, SOUTHEAST CORNER OF APPROACH LIGHT FOR
 AJ8084'RUNWAY 13-31, 3.0 M (9.8 FT) NORTHEAST, OF AN ANGLE POINT FENCE POST,
 AJ8084'3.0 M (9.0 FT) NORTH CARSONITE WITNESS POST.  THIS STATION IS
 AJ8084'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8084' 
 AJ8084'
 AJ8084
 AJ8084                          STATION RECOVERY (2004)
 AJ8084
 AJ8084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRL)
 AJ8084'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8085 ***********************************************************************
 AJ8085  SACS        -  This is a Secondary Airport Control Station.
 AJ8085  DESIGNATION -  MHK C
 AJ8085  PID         -  AJ8085
 AJ8085  STATE/COUNTY-  KS/RILEY
 AJ8085  USGS QUAD   -  KEATS (1992)
 AJ8085
 AJ8085                         *CURRENT SURVEY CONTROL
 AJ8085  ___________________________________________________________________
 AJ8085* NAD 83(1997)-  39 08 38.81806(N)    096 40 07.17859(W)     ADJUSTED  
 AJ8085* NAVD 88     -       318.21   (meters)    1044.0    (feet)  GPS OBS   
 AJ8085  ___________________________________________________________________
 AJ8085  X           -    -575,233.607 (meters)                     COMP
 AJ8085  Y           -  -4,919,953.068 (meters)                     COMP
 AJ8085  Z           -   4,004,920.187 (meters)                     COMP
 AJ8085  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AJ8085  ELLIP HEIGHT-         288.36  (meters)          (07/29/04) GPS OBS
 AJ8085  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AJ8085
 AJ8085  HORZ ORDER  -  FIRST
 AJ8085  ELLP ORDER  -  FOURTH    CLASS II
 AJ8085
 AJ8085.This mark is at Manhattan Municipal Airport (MHK)
 AJ8085
 AJ8085.The horizontal coordinates were established by GPS observations
 AJ8085.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8085
 AJ8085.The orthometric height was determined by GPS observations and a
 AJ8085.high-resolution geoid model.
 AJ8085
 AJ8085.GPS derived orthometric heights for airport stations designated as
 AJ8085.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8085.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8085.not indicate centimeter accuracy relative to other marks which are
 AJ8085.part of the NAVD 88 network.
 AJ8085
 AJ8085.Photographs are available for this station.
 AJ8085
 AJ8085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8085
 AJ8085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8085
 AJ8085.The ellipsoidal height was determined by GPS observations
 AJ8085.and is referenced to NAD 83.
 AJ8085
 AJ8085.The geoid height was determined by GEOID03.
 AJ8085
 AJ8085;                    North         East     Units Scale Factor Converg.
 AJ8085;SPC KS N     -    90,851.843   515,085.898   MT  0.99995857   +0 50 32.5
 AJ8085;UTM  14      - 4,335,357.874   701,476.003   MT  1.00009984   +1 28 19.9
 AJ8085
 AJ8085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8085!SPC KS N     -   0.99995476  x   0.99995857  =   0.99991333
 AJ8085!UTM  14      -   0.99995476  x   1.00009984  =   1.00005460
 AJ8085
 AJ8085                          SUPERSEDED SURVEY CONTROL
 AJ8085
 AJ8085  ELLIP H (03/07/02)  288.35   (m)                       GP(       ) 4 2
 AJ8085
 AJ8085.Superseded values are not recommended for survey control.
 AJ8085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8085.See file dsdata.txt to determine how the superseded data were derived.
 AJ8085
 AJ8085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0147635358(NAD 83)
 AJ8085_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8085_STAMPING: MHK C 2001
 AJ8085_MARK LOGO: NGS   
 AJ8085_PROJECTION: FLUSH
 AJ8085_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8085+STABILITY: SURFACE MOTION
 AJ8085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8085+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004
 AJ8085
 AJ8085  HISTORY     - Date     Condition        Report By
 AJ8085  HISTORY     - 20010427 MONUMENTED       MSAM
 AJ8085  HISTORY     - 20040817 GOOD             NGS
 AJ8085
 AJ8085                          STATION DESCRIPTION
 AJ8085
 AJ8085'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8085'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AJ8085' 
 AJ8085'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTHWEST OF
 AJ8085'MANHATTAN, KANSAS, 4.4 KM (2.8 MI) NORTHEAST OF OGDEN, KANSAS. IT IS
 AJ8085'IN THE NORTHERN SECTOR OF MANHATTAN REGIONAL AIRPORT, CLOSE TO
 AJ8085'THE VOR AIRPORT EQUIPMENT. THIS IS A CONTROLLED AIRPORT. ESCORT IS
 AJ8085'REQUIRED FOR ACCESS TO THIS STATION. PERMISSION TO USE THIS
 AJ8085'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. CONTACT
 AJ8085'KEN BLACK AT 785-587-4565. OWNERSHIP- MANHATTAN REGIONAL AIRPORT
 AJ8085'AUTHORITY.
 AJ8085' 
 AJ8085'TO REACH THE STATION FROM THE INTERCHANGE OF STATE HIGHWAY 113
 AJ8085'(SETH CHILD RD) AND STATE HIGHWAY 18 (FT RILEY BOULEVARD) IN
 AJ8085'MANHATTAN, KANSAS, GO 6.9 KM (4.3 MI), SOUTHWEST ON STATE ROAD 18 TO
 AJ8085'THE ROAD LEADING TO THE MAIN TERMINAL BUILDING. TURN RIGHT,
 AJ8085'NORTHWEST 0.3 KM (0.2 MI) TO THE MAIN TERMINAL BUILDING, GATED
 AJ8085'ACCESS TO THE RIGHT, NORTH SIDE OF TERMINAL BUILDING TO TERMINAL
 AJ8085'APRON. TURN RIGHT, NORTHEASTERLY, ONTO TAXIWAY A FOR 0.5 KM (0.3 MI)
 AJ8085'TO RUNWAY 13-31. CONTINUE ON TAXIWAY A FOR ABOUT 91.4 M (300 FT) TO
 AJ8085'TAXIWAY E. TURN LEFT, NORTHWESTERLY, ONTO TAXIWAY E FOR ABOUT
 AJ8085'91.4 M (300 FT) TO RUNWAY 3-21. CROSS RUNWAY 3-21 TO ASPHALT ACCESS
 AJ8085'ROAD FOR VOR AIRPORT EQUIPMENT. CONTINUE NORTHWEST ON ACCESS
 AJ8085'ROAD FOR ABOUT 152 M (500 FT) TO STATION ON YOUR LEFT.
 AJ8085' 
 AJ8085'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP
 AJ8085'CENTER OF A CONCRETE POST FLUSH WITH THE GROUND. IT IS 140.0 M
 AJ8085'(459.3 FT) SOUTHEAST OF VOR AIRPORT EQUIPMENT, 42.8 M (140.4 FT)
 AJ8085'NORTHWEST OF SAFETY ZONE SIGN, 12.5 M (41.0 FT) SOUTHWEST OF
 AJ8085'SOUTHWEST EDGE OF ACCESS ROAD TO VOR AIRPORT EQUIPMENT, 0.9 M
 AJ8085'(3.0 FT) SOUTH OF A  CARSONITE WITNESS POST.  THIS STATION IS
 AJ8085'DESIGNATED
 AJ8085' AS  A SECONDARY AIRPORT CONTROL STATION.
 AJ8085' 
 AJ8085' 
 AJ8085'
 AJ8085
 AJ8085                          STATION RECOVERY (2004)
 AJ8085
 AJ8085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRL)
 AJ8085'RECOVERED AS DESCRIBED. THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1580 ***********************************************************************
 JF1580  DESIGNATION -  MICH WISC PIPE REPEATER TOWER
 JF1580  PID         -  JF1580
 JF1580  STATE/COUNTY-  KS/RICE
 JF1580  USGS QUAD   -  HUTCHINSON NW (1978)
 JF1580
 JF1580                         *CURRENT SURVEY CONTROL
 JF1580  ___________________________________________________________________
 JF1580* NAD 83(1997)-  38 13 03.02083(N)    097 59 17.65998(W)     ADJUSTED  
 JF1580* NAVD 88     -                                                        
 JF1580  ___________________________________________________________________
 JF1580  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 JF1580  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 JF1580
 JF1580  HORZ ORDER  -  THIRD
 JF1580
 JF1580.The horizontal coordinates were established by classical geodetic methods
 JF1580.and adjusted by the National Geodetic Survey in October 1998..
 JF1580
 JF1580
 JF1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1580
 JF1580.The geoid height was determined by GEOID03.
 JF1580
 JF1580;                    North         East     Units Scale Factor Converg.
 JF1580;SPC KS S     -   572,244.424   444,813.669   MT  0.99994957   +0 18 52.2
 JF1580;UTM  14      - 4,230,431.993   588,568.009   MT  0.99969661   +0 37 33.5
 JF1580
 JF1580                          SUPERSEDED SURVEY CONTROL
 JF1580
 JF1580  NAD 83(1997)-  38 13 03.02940(N)    097 59 17.66099(W) AD(       ) 4
 JF1580  NAD 83(1986)-  38 13 03.02905(N)    097 59 17.66008(W) AD(       ) 4
 JF1580  NAD 27      -  38 13 03.00152(N)    097 59 16.46356(W) AD(       ) 3
 JF1580
 JF1580.Superseded values are not recommended for survey control.
 JF1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1580.See file dsdata.txt to determine how the superseded data were derived.
 JF1580
 JF1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8856830432(NAD 83)
 JF1580_MARKER: 44 = MICROWAVE MAST
 JF1580
 JF1580  HISTORY     - Date     Condition        Report By
 JF1580  HISTORY     - 1953     FIRST OBSERVED   CGS
 JF1580  HISTORY     - 1970     GOOD             NGS
 JF1580
 JF1580                          STATION DESCRIPTION
 JF1580
 JF1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JF1580'THE MAST IS LOCATED ABOUT 13 MILES EAST OF STERLING, AND 8 MILES
 JF1580'NORTHEAST OF NICKERSON.
 JF1580'
 JF1580'THE MAST IS ABOUT 200 FEET HIGH, PAINTED ALTERNATED SECTION
 JF1580'RED AND WHITE AND IS ABOUT 1-1/2 FOOT IN DIAMETER FROM TOP
 JF1580'TO BOTTOM.
 JF1580'
 JF1580'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE TOP OF
 JF1580'THE MAST.
 JF1580
 JF1580                          STATION RECOVERY (1970)
 JF1580
 JF1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1580'THE STATION IS RED LIGHT ATOP OF THE MICHIGAN WISCONSIN PIPELINE
 JF1580'COMPANY REPEATER MICROWAVE TOWER AND IT HAS NO CALL LETTERS.  IT IS
 JF1580'A RED AND WHITE TOWER THAT IS 250 FEET HIGH.  IT IS 11 MILES NORTH
 JF1580'OF HUTCHINSON AND 4 MILES WEST OF ANDYS CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1118 ***********************************************************************
 HE1118  DESIGNATION -  MICHAEL
 HE1118  PID         -  HE1118
 HE1118  STATE/COUNTY-  KS/CRAWFORD
 HE1118  USGS QUAD   -  GRINDSTONE CREEK (1973)
 HE1118
 HE1118                         *CURRENT SURVEY CONTROL
 HE1118  ___________________________________________________________________
 HE1118* NAD 83(1997)-  37 26 52.49646(N)    094 58 42.86522(W)     ADJUSTED  
 HE1118* NAVD 88     -       295.5    (meters)     969.     (feet)  VERTCON   
 HE1118  ___________________________________________________________________
 HE1118  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 HE1118  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HE1118
 HE1118  HORZ ORDER  -  SECOND
 HE1118
 HE1118.The horizontal coordinates were established by classical geodetic methods
 HE1118.and adjusted by the National Geodetic Survey in October 1998..
 HE1118
 HE1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1118
 HE1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1118
 HE1118.The geoid height was determined by GEOID03.
 HE1118
 HE1118;                    North         East     Units Scale Factor Converg.
 HE1118;SPC KS S     -   492,590.375   711,516.202   MT  0.99996931   +2 09 50.5
 HE1118;UTM  15      - 4,146,400.845   324,983.173   MT  0.99997732   -1 12 12.1
 HE1118
 HE1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1118!SPC KS S     -   0.99995842  x   0.99996931  =   0.99992773
 HE1118!UTM  15      -   0.99995842  x   0.99997732  =   0.99993574
 HE1118
 HE1118:                Primary Azimuth Mark                     Grid Az
 HE1118:SPC KS S     -  MICHAEL AZ MK                            358 07 01.8
 HE1118:UTM  15      -  MICHAEL AZ MK                            001 29 04.4
 HE1118
 HE1118|---------------------------------------------------------------------|
 HE1118| PID    Reference Object                     Distance      Geod. Az  |
 HE1118|                                                           dddmmss.s |
 HE1118| CN7444 MICHAEL AZ MK                                      0001652.3 |
 HE1118| HE1146 GIRARD REA SEKAN ELEC RAD MAST      APPROX.14.0 KM 0595207.3 |
 HE1118| HE1145 GIRARD CO SHERIFFS RADIO MAST       APPROX.13.8 KM 0605053.2 |
 HE1118| HE1147 GIRARD MUNICIPAL TANK               APPROX.14.0 KM 0613129.5 |
 HE1118| HE1101 GIRARD CRAW KAN TEL COOP MAST       APPROX.13.2 KM 0653403.6 |
 HE1118| CN7445 MICHAEL RM 1                         26.632 METERS 19115     |
 HE1118| HE0719 MC CUNE MUNICIPAL TANK              APPROX.11.2 KM 1984603.1 |
 HE1118| HE0722 MC CUNE FARMERS COOP ELEVATOR       APPROX.11.3 KM 1984809.4 |
 HE1118| CN7446 MICHAEL RM 2                         22.115 METERS 26818     |
 HE1118| HE1157 GREENBUSH ST ALOYSIUS CATH CH       APPROX. 7.4 KM 3525610.0 |
 HE1118|---------------------------------------------------------------------|
 HE1118
 HE1118                          SUPERSEDED SURVEY CONTROL
 HE1118
 HE1118  NAD 83(1997)-  37 26 52.50168(N)    094 58 42.86570(W) AD(       ) 2
 HE1118  NAD 83(1986)-  37 26 52.50778(N)    094 58 42.85664(W) AD(       ) 2
 HE1118  NAD 27      -  37 26 52.31673(N)    094 58 41.97655(W) AD(       ) 2
 HE1118  NGVD 29 (07/19/86)  295.4    (m)          969.     (f) VERT ANG       
 HE1118
 HE1118.Superseded values are not recommended for survey control.
 HE1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1118.See file dsdata.txt to determine how the superseded data were derived.
 HE1118
 HE1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2498346401(NAD 83)
 HE1118_MARKER: DS = TRIANGULATION STATION DISK
 HE1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1118_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1118
 HE1118  HISTORY     - Date     Condition        Report By
 HE1118  HISTORY     - 1966     MONUMENTED       CGS
 HE1118
 HE1118                          STATION DESCRIPTION
 HE1118
 HE1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1118'THE STATION IS LOCATED 8-1/2 MILES WEST-SOUTHWEST OF GIRARD,
 HE1118'7 MILES NORTH-NORTHEAST OF MC CUNE, 4-1/2 MILES SOUTH OF THE
 HE1118'SMALL COMMUNITY OF GREENBUSH ON PROPERTY OWNED BY MR. GORDON
 HE1118'MICHAEL.
 HE1118'
 HE1118'TO REACH THE STATION FROM THE POST OFFICE IN MC CUNE, GO
 HE1118'NORTH FOR 0.1 MILE TO A CROSSROAD, TURN RIGHT AND GO EAST
 HE1118'FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 126.  TURN
 HE1118'LEFT AND GO NORTH ON STATE HIGHWAY 126 FOR 3.95 MILES TO A POINT
 HE1118'WHERE THE HIGHWAY TURNS EAST, CONTINUE ON STATE HIGHWAY 126
 HE1118'AND GO EAST FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND
 HE1118'GO NORTH FOR 2.45 MILES TO THE STATION ON THE RIGHT.  TO REACH
 HE1118'THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH FOR 0.6 MILE
 HE1118'TO A CROSSROAD AND THE MARK IN THE NORTHEAST QUADRANT.
 HE1118'
 HE1118'THE STATION MARK IS A STANDARD DISK, STAMPED MICHAEL 1964,
 HE1118'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1118'THAT IS 15 INCHES BELOW THE GROUND SURFACE.  IT IS 73.5 FEET
 HE1118'EAST OF A POWERLINE POLE AND 38 FEET EAST OF THE CENTERLINE
 HE1118'OF A NORTH-SOUTH ROAD.
 HE1118'
 HE1118'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MICHAEL NO 1
 HE1118'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 HE1118'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 22 FEET EAST OF THE
 HE1118'CENTERLINE OF THE NORTH-SOUTH ROAD, 2.3 FEET NORTH OF A
 HE1118'POWERLINE POLE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE1118'
 HE1118'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MICHAEL NO 2 1964,
 HE1118'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE1118'2 INCHES.  IT IS 36 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 HE1118'ROAD, 3.0 FEET NORTH-NORTHEAST OF A POWERLINE POLE AND AT
 HE1118'ABOUT THE SAME ELEVATION AS THE STATION.
 HE1118'
 HE1118'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MICHAEL 1964,
 HE1118'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1118'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 37 FEET EAST OF
 HE1118'THE CENTERLINE OF A NORTH-SOUTH ROAD, 22 FEET NORTH OF THE
 HE1118'CENTERLINE OF AN EAST-WEST ROAD, 12.8 FEET EAST OF A FENCE
 HE1118'CORNER, 1.9 FEET EAST OF A WITNESS POST AND 1.0 FEET SOUTH OF
 HE1118'A FENCE.
 HE1118'
 HE1118'HEIGHT OF LIGHT ABOVE STATION MARK 14.65 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1793 ***********************************************************************
 JE1793  DESIGNATION -  MICHIGAN
 JE1793  PID         -  JE1793
 JE1793  STATE/COUNTY-  KS/OSAGE
 JE1793  USGS QUAD   -  VASSAR (1965)
 JE1793
 JE1793                         *CURRENT SURVEY CONTROL
 JE1793  ___________________________________________________________________
 JE1793* NAD 83(1997)-  38 39 53.88253(N)    095 32 44.46534(W)     ADJUSTED  
 JE1793* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 JE1793  ___________________________________________________________________
 JE1793  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 JE1793  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JE1793
 JE1793  HORZ ORDER  -  THIRD
 JE1793
 JE1793.The horizontal coordinates were established by classical geodetic methods
 JE1793.and adjusted by the National Geodetic Survey in October 1998..
 JE1793
 JE1793.The orthometric height was scaled from a topographic map.
 JE1793
 JE1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1793
 JE1793.The geoid height was determined by GEOID03.
 JE1793
 JE1793;                    North         East     Units Scale Factor Converg.
 JE1793;SPC KS S     -   625,864.295   657,086.570   MT  1.00002092   +1 48 55.8
 JE1793;SPC KS N     -    39,709.492   613,583.213   MT  1.00000875   +1 33 10.4
 JE1793;UTM  15      - 4,282,673.951   278,512.766   MT  1.00020414   -1 35 28.0
 JE1793
 JE1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1793!SPC KS S     -   0.99995314  x   1.00002092  =   0.99997405
 JE1793!SPC KS N     -   0.99995314  x   1.00000875  =   0.99996189
 JE1793!UTM  15      -   0.99995314  x   1.00020414  =   1.00015727
 JE1793
 JE1793|---------------------------------------------------------------------|
 JE1793| PID    Reference Object                     Distance      Geod. Az  |
 JE1793|                                                           dddmmss.s |
 JE1793| CL4885 MICHIGAN RM 1                        13.521 METERS 08949     |
 JE1793| CL4886 MICHIGAN RM 2                        18.094 METERS 18019     |
 JE1793| JE1792 DRAGOON                             APPROX. 2.8 KM 2311915.7 |
 JE1793|---------------------------------------------------------------------|
 JE1793
 JE1793                          SUPERSEDED SURVEY CONTROL
 JE1793
 JE1793  NAD 83(1986)-  38 39 53.88937(N)    095 32 44.46672(W) AD(       ) 3
 JE1793  NAD 27      -  38 39 53.86000(N)    095 32 43.53300(W) AD(       ) 3
 JE1793
 JE1793.Superseded values are not recommended for survey control.
 JE1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1793.See file dsdata.txt to determine how the superseded data were derived.
 JE1793
 JE1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7851382674(NAD 83)
 JE1793_MARKER: DS = TRIANGULATION STATION DISK
 JE1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1793
 JE1793  HISTORY     - Date     Condition        Report By
 JE1793  HISTORY     - 1948     MONUMENTED       CGS
 JE1793
 JE1793                          STATION DESCRIPTION
 JE1793
 JE1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1793'THE STATION IS LOCATED ABOUT 5.0 MILES WEST AND 2.5 MILES
 JE1793'NORTH OF POMONA AND 2.0 MILES WEST OF THE OSAGE-FRANKLIN COUNTY
 JE1793'LINE, ON THE WEST SIDE OF A NORTH-SOUTH SECTION LINE ROAD.
 JE1793'IT IS 26 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 JE1793'8 FEET WEST OF WITNESS POST AND FENCE LINE AND 60 FEET NORTH
 JE1793'OF POWER LINE POLE.  IT IS STAMPED MICHIGAN 1948 AND PROJECTS
 JE1793'6 INCHES.
 JE1793'
 JE1793'REFERENCE MARK NO 1 IS EAST OF THE STATION, SET UNDER THE FENCE
 JE1793'LINE ON THE EAST SIDE OF THE NORTH-SOUTH ROAD.  IT IS STAMPED
 JE1793'MICHIGAN NO 1 1948 AND PROJECTS 6 INCHES.
 JE1793'
 JE1793'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 7 FEET WEST
 JE1793'OF THE FENCE LINE AND 1 FOOT NORTH OF THE POWER LINE POLE.
 JE1793'IT IS STAMPED MICHIGAN NO 2 1948 AND PROJECTS 4 INCHES.
 JE1793'
 JE1793'TRIANGULATION STATION DRAGOON WAS USED AS THE AZIMUTH MARK.
 JE1793'IT IS ABOUT 7.0 MILES WEST-NORTHWEST OF POMONA AND 5.0 MILES
 JE1793'NORTHWEST OF QUENEMO NEAR THE NORTH END OF A HIGH RIDGE
 JE1793'IN PASTURE LAND.  IT IS ON LAND OWNED BY MR. HAROLD FEATHERSTON
 JE1793'AND IS ABOUT 0.25 MILE SOUTHWEST OF THE FARM HOUSE.  THE MARK
 JE1793'IS SET IN CONCRETE IN THE TOP OF A 3-INCH CAST IRON PIPE
 JE1793'AND IS STAMPED DRAGOON 1948.  IT PROJECTS 3 INCHES.  TO
 JE1793'REACH FROM THE POST OFFICE IN POMONA, GO WEST ON STATE ROUTE
 JE1793'69 FOR 4.1 MILES TO WHERE 68 TURNS SOUTH, TURN RIGHT AND GO
 JE1793'NORTH FOR 3.15 MILES TO CROSSROAD AND SCHOOL HOUSE IN
 JE1793'NORTHEAST ANGLE, TURN LEFT AND GO WEST FOR 1.9 MILES TO
 JE1793'INTERSECTION AND A BRIDGE TO THE SOUTHWEST, TURN SHARP
 JE1793'LEFT ACROSS BRIDGE AND FOLLOW MAIN ROAD WEST FOR 0.4 MILE
 JE1793'TO A REVERSE Y-INTERSECTION, CONTINUE WEST FOR 0.05 MILE TO A WIRE
 JE1793'GATE ON THE LEFT IN EAST-WEST FENCE LINE, PASS THROUGH
 JE1793'GATE AND GO SOUTH-SOUTHEAST ALONG EAST SIDE OF A DITCH FOR
 JE1793'ABOUT 0.1 MILE TO THE SOUTH END OF RIDGE, CIRCLE LEFT
 JE1793'NORTHEASTERLY ALONG TOP OF RIDGE FOR 0.1 MILE TO THE
 JE1793'STATION NEAR THE NORTH END OF RIDGE AS DESCRIBED.
 JE1793'
 JE1793'TO REACH STATION MICHIGAN FROM THE POST OFFICE IN POMONA, GO
 JE1793'WEST ON STATE ROUTE 68 FOR 4.1 MILES TO CROSSROAD WHERE NO 68
 JE1793'TURNS SOUTH, TURN RIGHT AND GO NORTH FOR 3.0 MILES TO CROSSROAD
 JE1793'AND SCHOOL HOUSE IN NORTHEAST ANGLE, TURN LEFT AND GO WEST FOR
 JE1793'1.0 MILE TO CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.9 MILE TO
 JE1793'TOP OF RIDGE AND STATION JUST WEST OF FENCE LINE AS DESCRIBED.
 JE1793'
 JE1793'A 74 FOOT SIGNAL AT STATION MONA IS VISIBLE AT 4 FEET.
 JE1793'
 JE1793'A 100 FOOT SIGNAL AT STATION LOMAX IS VISIBLE AT 4 FEET.
 JE1793'
 JE1793'AN 87 FOOT SIGNAL AT STATION BICE 1934 IS VISIBLE AT 4 FEET.
 JE1793'
 JE1793'A 4 FOOT SIGNAL AT STATION DRAGOON IS VISIBLE AT 4 FEET.
 JE1793'
 JE1793'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1133 ***********************************************************************
 HF1133  DESIGNATION -  MICROWAVE 8 MI W CEDAR VALE
 HF1133  PID         -  HF1133
 HF1133  STATE/COUNTY-  KS/COWLEY
 HF1133  USGS QUAD   -  DEXTER SW (1962)
 HF1133
 HF1133                         *CURRENT SURVEY CONTROL
 HF1133  ___________________________________________________________________
 HF1133* NAD 83(1997)-  37 06 50.91160(N)    096 38 31.21293(W)     ADJUSTED  
 HF1133* NAVD 88     -                                                        
 HF1133  ___________________________________________________________________
 HF1133  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 HF1133  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HF1133
 HF1133  HORZ ORDER  -  THIRD
 HF1133
 HF1133.The horizontal coordinates were established by classical geodetic methods
 HF1133.and adjusted by the National Geodetic Survey in October 1998..
 HF1133
 HF1133
 HF1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1133
 HF1133.The geoid height was determined by GEOID03.
 HF1133
 HF1133;                    North         East     Units Scale Factor Converg.
 HF1133;SPC KS S     -   451,309.120   565,130.426   MT  1.00003348   +1 08 30.4
 HF1133;UTM  14      - 4,110,136.839   709,507.443   MT  1.00014074   +1 25 24.0
 HF1133
 HF1133                          SUPERSEDED SURVEY CONTROL
 HF1133
 HF1133  NAD 83(1997)-  37 06 50.90979(N)    096 38 31.20990(W) AD(       ) 4
 HF1133  NAD 83(1986)-  37 06 50.92659(N)    096 38 31.20234(W) AD(       ) 4
 HF1133  NAD 27      -  37 06 50.80251(N)    096 38 30.10867(W) AD(       ) 3
 HF1133
 HF1133.Superseded values are not recommended for survey control.
 HF1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1133.See file dsdata.txt to determine how the superseded data were derived.
 HF1133
 HF1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG0950710137(NAD 83)
 HF1133_MARKER: 44 = MICROWAVE MAST
 HF1133
 HF1133  HISTORY     - Date     Condition        Report By
 HF1133  HISTORY     - 1963     FIRST OBSERVED   CGS
 HF1133
 HF1133                          STATION DESCRIPTION
 HF1133
 HF1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JCC)
 HF1133'THE STATION IS LOCATED ABOUT 8 MILES WEST OF CEDAR VALE, 12-1/2
 HF1133'MILES NORTH OF GRAINOLA, 7 MILES EAST AND 4 MILES NORTH OF MAPLE
 HF1133'CITY AND 0.15 MILE NORTH OF U. S. HIGHWAY 166.
 HF1133'
 HF1133'IT IS A TWO-LEGGED STEEL STRUCTURE, APPROXIMATELY 80 FEET HIGH.
 HF1133'THE POINT INTERSECTED WAS THE APPARENT CENTER OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0682 ***********************************************************************
 JG0682  DESIGNATION -  MICROWAVE TOWER NE ELLSWORTH
 JG0682  PID         -  JG0682
 JG0682  STATE/COUNTY-  KS/ELLSWORTH
 JG0682  USGS QUAD   -  WESTFALL SW (1979)
 JG0682
 JG0682                         *CURRENT SURVEY CONTROL
 JG0682  ___________________________________________________________________
 JG0682* NAD 83(1997)-  38 48 48.97860(N)    098 10 10.69309(W)     ADJUSTED  
 JG0682* NAVD 88     -                                                        
 JG0682  ___________________________________________________________________
 JG0682  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 JG0682  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 JG0682
 JG0682  HORZ ORDER  -  THIRD
 JG0682
 JG0682.The horizontal coordinates were established by classical geodetic methods
 JG0682.and adjusted by the National Geodetic Survey in October 1998..
 JG0682
 JG0682
 JG0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0682
 JG0682.The geoid height was determined by GEOID03.
 JG0682
 JG0682;                    North         East     Units Scale Factor Converg.
 JG0682;SPC KS N     -    53,329.058   385,266.700   MT  0.99998577   -0 06 26.4
 JG0682;UTM  14      - 4,296,419.923   572,091.407   MT  0.99966400   +0 31 13.7
 JG0682
 JG0682                          SUPERSEDED SURVEY CONTROL
 JG0682
 JG0682  NAD 83(1986)-  38 48 48.98722(N)    098 10 10.69296(W) AD(       ) 4
 JG0682  NAD 27      -  38 48 48.95900(N)    098 10 09.50100(W) AD(       ) 3
 JG0682
 JG0682.Superseded values are not recommended for survey control.
 JG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0682.See file dsdata.txt to determine how the superseded data were derived.
 JG0682
 JG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH7209196420(NAD 83)
 JG0682_MARKER: 45 = MICROWAVE TOWER
 JG0682
 JG0682  HISTORY     - Date     Condition        Report By
 JG0682  HISTORY     - 1961     FIRST OBSERVED   CGS
 JG0682
 JG0682                          STATION DESCRIPTION
 JG0682
 JG0682'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1364 ***********************************************************************
 JF1364  DESIGNATION -  MIDDLE
 JF1364  PID         -  JF1364
 JF1364  STATE/COUNTY-  KS/MORRIS
 JF1364  USGS QUAD   -  ALTA VISTA (1971)
 JF1364
 JF1364                         *CURRENT SURVEY CONTROL
 JF1364  ___________________________________________________________________
 JF1364* NAD 83(1997)-  38 45 04.54420(N)    096 23 42.02013(W)     ADJUSTED  
 JF1364* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 JF1364  ___________________________________________________________________
 JF1364  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 JF1364  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 JF1364
 JF1364  HORZ ORDER  -  SECOND
 JF1364
 JF1364.The horizontal coordinates were established by classical geodetic methods
 JF1364.and adjusted by the National Geodetic Survey in October 1998..
 JF1364
 JF1364.The orthometric height was scaled from a topographic map.
 JF1364
 JF1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1364
 JF1364.The geoid height was determined by GEOID03.
 JF1364
 JF1364;                    North         East     Units Scale Factor Converg.
 JF1364;SPC KS N     -    47,630.941   539,512.316   MT  0.99999460   +1 00 55.8
 JF1364;SPC KS S     -   633,436.382   582,976.907   MT  1.00004173   +1 17 36.9
 JF1364;UTM  14      - 4,292,396.917   726,375.731   MT  1.00023110   +1 37 52.6
 JF1364
 JF1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1364!SPC KS N     -   0.99993440  x   0.99999460  =   0.99992900
 JF1364!SPC KS S     -   0.99993440  x   1.00004173  =   0.99997613
 JF1364!UTM  14      -   0.99993440  x   1.00023110  =   1.00016549
 JF1364
 JF1364|---------------------------------------------------------------------|
 JF1364| PID    Reference Object                     Distance      Geod. Az  |
 JF1364|                                                           dddmmss.s |
 JF1364| CL4888 MIDDLE RM 1                          15.098 METERS 13457     |
 JF1364| JF1356 KANSAS HWY PAT RAD KAB 47 MAST      APPROX. 9.3 KM 1775403.9 |
 JF1364| CL4889 MIDDLE RM 2                          10.014 METERS 22628     |
 JF1364| CL4887 MIDDLE AZ MK                                       2300004.1 |
 JF1364| JF1365 ALTA VISTA MUNICIPAL TANK           APPROX.15.1 KM 3273112.1 |
 JF1364|---------------------------------------------------------------------|
 JF1364
 JF1364                          SUPERSEDED SURVEY CONTROL
 JF1364
 JF1364  NAD 83(1986)-  38 45 04.55174(N)    096 23 42.01966(W) AD(       ) 2
 JF1364  NAD 27      -  38 45 04.53199(N)    096 23 41.02417(W) AD(       ) 2
 JF1364
 JF1364.Superseded values are not recommended for survey control.
 JF1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1364.See file dsdata.txt to determine how the superseded data were derived.
 JF1364
 JF1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH2637692397(NAD 83)
 JF1364_MARKER: DS = TRIANGULATION STATION DISK
 JF1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1364
 JF1364  HISTORY     - Date     Condition        Report By
 JF1364  HISTORY     - 1956     MONUMENTED       CGS
 JF1364  HISTORY     - 1968     GOOD             CGS
 JF1364
 JF1364                          STATION DESCRIPTION
 JF1364
 JF1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1364'THE STATION IS ABOUT 10-1/2 MILES NORTHWEST OF BUSHONG, 9 MILES
 JF1364'SOUTHEAST OF ALTA VISTA AND 8 MILES NORTHEAST OF COUNCIL GROVE.
 JF1364'IT IS ON THE NORTHWEST SIDE OF A GRAVEL ROAD AND IS ON HIGHWAY
 JF1364'RIGHT-OF-WAY.  IT IS 26 FEET NORTHWEST OF THE CENTER OF THE
 JF1364'GRAVEL ROAD AND 4 FEET SOUTHWEST OF A TELEPHONE POLE AND A WHITE
 JF1364'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED MIDDLE
 JF1364'1956.
 JF1364'
 JF1364'TO REACH THE STATION FROM THE POST OFFICE IN COUNCIL GROVE, GO
 JF1364'EAST ON U.S. HIGHWAY 56 FOR 1.5 MILES TO A SIDE ROAD LEFT.  TURN
 JF1364'LEFT AND GO NORTHERLY ON THE GRAVEL ROAD FOR 7.15 MILES TO THE
 JF1364'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE NORTHEAST ON
 JF1364'THE GRAVEL ROAD FOR 0.3 MILE TO THE STATION AS DESCRIBED.
 JF1364'
 JF1364'REFERENCE MARK 1 IS 50 FEET SOUTHEAST OF THE TELEPHONE POLE AND
 JF1364'WHITE WITNESS POST AND 25 FEET SOUTHEAST OF THE CENTER OF THE
 JF1364'GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED MIDDLE
 JF1364'NO 1 1956.
 JF1364'
 JF1364'REFERENCE MARK 2 IS 37 FEET SOUTHWEST OF THE TELEPHONE POLE AND
 JF1364'WHITE WITNESS POST AND 23 FEET NORTHWEST OF THE CENTER OF THE
 JF1364'GRAVEL ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED MIDDLE
 JF1364'NO 2 1956.
 JF1364'
 JF1364'THE AZIMUTH MARK IS 62 FEET SOUTH OF A TELEPHONE POLE, 26 FEET
 JF1364'SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD AND 4 FEET NORTHEAST
 JF1364'OF A WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 JF1364'DISK IS STAMPED MIDDLE 1956.
 JF1364'
 JF1364'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1364
 JF1364                          STATION RECOVERY (1968)
 JF1364
 JF1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1364'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1364'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JF1364'
 JF1364'STATION MARK IS 26 FEET NORTHWEST OF THE CENTER OF A GRAVELED
 JF1364'ROAD, 116.5 FEET SOUTHWEST OF A LARGE FENCE POST IN A JOG IN
 JF1364'FENCELINE, 3 FEET SOUTHEAST OF A FENCE, AND 1 FOOT NORTHEAST OF
 JF1364'A METAL WITNESS POST.
 JF1364'
 JF1364'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 RECOVERED AS
 JF1364'DESCRIBED.
 JF1364'
 JF1364'A METAL WITNESS POST WAS SET 1 FOOT SOUTHWEST OF THE AZIMUTH
 JF1364'MARK.
 JF1364'
 JF1364'TO REACH THE STATION FROM THE POST OFFICE IN COUNCIL GROVE, GO
 JF1364'EAST ON U.S. HIGHWAY 56 FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.
 JF1364'TURN LEFT AND GO NORTH ON A SURFACED ROAD FOR 3.55 MILES TO A
 JF1364'ROAD FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST ON A GRAVELED
 JF1364'ROAD FOR 4.65 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 JF1364'NORTHEAST ON A GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE
 JF1364'LEFT.
 JF1364'
 JF1364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 8 MILES
 JF1364'NORTHEAST OF COUNCIL GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1919 ***********************************************************************
 JE1919  DESIGNATION -  MIDDLE
 JE1919  PID         -  JE1919
 JE1919  STATE/COUNTY-  KS/MIAMI
 JE1919  USGS QUAD   -  NEW LANCASTER (1973)
 JE1919
 JE1919                         *CURRENT SURVEY CONTROL
 JE1919  ___________________________________________________________________
 JE1919* NAD 83(1997)-  38 29 16.88308(N)    094 40 38.02915(W)     ADJUSTED  
 JE1919* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 JE1919  ___________________________________________________________________
 JE1919  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 JE1919  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 JE1919
 JE1919  HORZ ORDER  -  THIRD
 JE1919
 JE1919.The horizontal coordinates were established by classical geodetic methods
 JE1919.and adjusted by the National Geodetic Survey in October 1998..
 JE1919
 JE1919.The orthometric height was scaled from a topographic map.
 JE1919
 JE1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1919
 JE1919.The geoid height was determined by GEOID03.
 JE1919
 JE1919;                    North         East     Units Scale Factor Converg.
 JE1919;SPC KS S     -   608,985.114   733,427.675   MT  0.99998539   +2 20 57.1
 JE1919;UTM  15      - 4,261,297.142   353,720.110   MT  0.99986352   -1 02 38.4
 JE1919
 JE1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1919!SPC KS S     -   0.99995401  x   0.99998539  =   0.99993940
 JE1919!UTM  15      -   0.99995401  x   0.99986352  =   0.99981753
 JE1919
 JE1919:                Primary Azimuth Mark                     Grid Az
 JE1919:SPC KS S     -  MIDDLE AZ MK                             001 34 06.0
 JE1919:UTM  15      -  MIDDLE AZ MK                             004 57 41.5
 JE1919
 JE1919|---------------------------------------------------------------------|
 JE1919| PID    Reference Object                     Distance      Geod. Az  |
 JE1919|                                                           dddmmss.s |
 JE1919| CN7447 MIDDLE AZ MK                                       0035503.1 |
 JE1919| CN7448 MIDDLE RM 1                          17.070 METERS 19316     |
 JE1919| CN7449 MIDDLE RM 2                          18.350 METERS 27839     |
 JE1919|---------------------------------------------------------------------|
 JE1919
 JE1919                          SUPERSEDED SURVEY CONTROL
 JE1919
 JE1919  NAD 83(1986)-  38 29 16.89028(N)    094 40 38.02772(W) AD(       ) 3
 JE1919  NAD 27      -  38 29 16.84800(N)    094 40 37.19000(W) AD(       ) 3
 JE1919
 JE1919.Superseded values are not recommended for survey control.
 JE1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1919.See file dsdata.txt to determine how the superseded data were derived.
 JE1919
 JE1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC5372061297(NAD 83)
 JE1919_MARKER: DS = TRIANGULATION STATION DISK
 JE1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1919
 JE1919  HISTORY     - Date     Condition        Report By
 JE1919  HISTORY     - 1948     MONUMENTED       CGS
 JE1919  HISTORY     - 1970     GOOD             NGS
 JE1919
 JE1919                          STATION DESCRIPTION
 JE1919
 JE1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1919'THE STATION IS LOCATED ABOUT 9.0 MILES SOUTH OF LOUISBURG AND 3.0
 JE1919'MILES NORTHEAST OF NEW LANCASTER ON THE WEST SIDE OF U.S. HIGHWAY
 JE1919'69 AND ON LAND OWNED BY MR. GEORGE E. PHILLIPS OF PAOLA AND
 JE1919'OCCUPIED BY MR. ARLIE POINDEXTER.  IT IS 82.5 FEET EAST OF THE
 JE1919'NORTHEAST CORNER OF THE BARN, 67 FEET NORTHEAST OF THE NORTHEAST
 JE1919'CORNER OF THE GARAGE, 25 FEET WEST OF NORTH END OF GATE INTO
 JE1919'FARM YARD, 17 FEET NORTH OF DRIVEWAY AND 9 FEET SOUTH OF FENCE
 JE1919'LINE.  IT IS STAMPED MIDDLE 1948 AND SET FLUSH WITH THE GROUND
 JE1919'SURFACE.
 JE1919'
 JE1919'REFERENCE MARK NO 1 IS SOUTH-SOUTHWEST OF THE STATION, 39 FEET
 JE1919'SOUTH OF THE DRIVEWAY, 20.5 FEET EAST OF THE NORTHEAST CORNER OF
 JE1919'THE GARAGE, 7 FEET EAST OF EAST END OF GATE INTO YARD AND 1
 JE1919'FOOT NORTH OF FENCE LINE.  IT IS STAMPED MIDDLE NO 1 1948 AND SET
 JE1919'FLUSH WITH THE GROUND SURFACE.
 JE1919'
 JE1919'REFERENCE MARK NO 2 IS WEST OF THE STATION, 26.5 FEET NORTHEAST
 JE1919'OF THE NORTHEAST CORNER OF THE BARN AND 1 FOOT SOUTH OF FENCE
 JE1919'LINE.  IT IS STAMPED MIDDLE NO 2 1948 AND SET FLUSH WITH THE
 JE1919'GROUND SURFACE.
 JE1919'
 JE1919'THE AZIMUTH MARK IS ABOUT 0.45 MILE NORTH OF THE STATION, SET
 JE1919'ON THE EAST SIDE OF U.S. HIGHWAY 69.  IT IS 30 FEET EAST OF THE
 JE1919'CENTER OF THE HIGHWAY, 3 FEET SOUTH OF TELEPHONE POLE, 2 FEET
 JE1919'WEST OF FENCE LINE AND 6 FEET SOUTH OF WITNESS POST.  IT IS
 JE1919'STAMPED MIDDLE 1948 AND PROJECTS 2 INCHES.  TO REACH FROM THE
 JE1919'STATION, GO NORTH ON U.S. HIGHWAY 69 FOR 0.45 MILE TO THE MARK
 JE1919'ON THE EAST SIDE AS DESCRIBED.
 JE1919'
 JE1919'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND
 JE1919'STATE ROUTE 68 IN LOUISBURG, GO SOUTH ON U.S. HIGHWAY 69 FOR 9.1
 JE1919'MILES TO DRIVEWAY INTO FARM YARD ON THE WEST SIDE, TURN WEST
 JE1919'INTO DRIVEWAY, PASSING THROUGH BOARD GATE TO STATION ON THE
 JE1919'RIGHT AS DESCRIBED.
 JE1919'
 JE1919'AN 87 FOOT SIGNAL AT STATION JINGO IS VISIBLE AT 12 FEET.
 JE1919'
 JE1919'AN 87 FOOT SIGNAL AT STATION WEA IS VISIBLE AT 4 FEET.
 JE1919'
 JE1919'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1919
 JE1919                          STATION RECOVERY (1970)
 JE1919
 JE1919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1919'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1919'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 JE1919'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 JE1919'ADEQUATE FOR RECOVERY.
 JE1919'
 JE1919'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JE1919'
 JE1919'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69 AND STATE
 JE1919'HIGHWAY 68 IN LOUISBURG, GO SOUTH ON U.S. HIGHWAY 69 FOR 8.9 MILES
 JE1919'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 69
 JE1919'FOR 0.5 MILE TO ABANDONDED FARM BUILDINGS AND THE STATION ON THE
 JE1919'RIGHT EAST OF A BARN.
 JE1919'
 JE1919'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 JE1919'NORTHEAST OF NEW LANCASTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0331 ***********************************************************************
 KG0331  DESIGNATION -  MIDWAY
 KG0331  PID         -  KG0331
 KG0331  STATE/COUNTY-  KS/TREGO
 KG0331  USGS QUAD   -  WA KEENEY EAST (1962)
 KG0331
 KG0331                         *CURRENT SURVEY CONTROL
 KG0331  ___________________________________________________________________
 KG0331* NAD 83(1997)-  39 00 00.60563(N)    099 47 37.19477(W)     ADJUSTED  
 KG0331* NAVD 88     -       738.867  (meters)    2424.10   (feet)  ADJUSTED  
 KG0331  ___________________________________________________________________
 KG0331  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 KG0331  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 KG0331  DYNAMIC HT  -         738.308 (meters)    2422.27  (feet)  COMP
 KG0331  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 KG0331
 KG0331  HORZ ORDER  -  THIRD
 KG0331  VERT ORDER  -  FIRST     CLASS II
 KG0331
 KG0331.The horizontal coordinates were established by classical geodetic methods
 KG0331.and adjusted by the National Geodetic Survey in October 1998..
 KG0331
 KG0331.The orthometric height was determined by differential leveling
 KG0331.and adjusted by the National Geodetic Survey in June 1991..
 KG0331
 KG0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0331
 KG0331.The geoid height was determined by GEOID03.
 KG0331
 KG0331.The dynamic height is computed by dividing the NAVD 88
 KG0331.geopotential number by the normal gravity value computed on the
 KG0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0331.degrees latitude (g = 980.6199 gals.).
 KG0331
 KG0331.The modeled gravity was interpolated from observed gravity values.
 KG0331
 KG0331;                    North         East     Units Scale Factor Converg.
 KG0331;SPC KS N     -    75,564.517   244,636.987   MT  0.99996636   -1 08 05.6
 KG0331;UTM  14      - 4,317,094.816   431,274.838   MT  0.99965816   -0 29 58.2
 KG0331
 KG0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0331!SPC KS N     -   0.99988813  x   0.99996636  =   0.99985449
 KG0331!UTM  14      -   0.99988813  x   0.99965816  =   0.99954633
 KG0331
 KG0331|---------------------------------------------------------------------|
 KG0331| PID    Reference Object                     Distance      Geod. Az  |
 KG0331|                                                           dddmmss.s |
 KG0331| KG0329 MIDWAY RM 1                           8.153 METERS 11134     |
 KG0331| KG0330 MIDWAY RM 2                          20.441 METERS 20414     |
 KG0331| KG0332 MIDWAY AZ MK                                       2852140.2 |
 KG0331| KG0782 WAKEENEY MUNICIPAL TANK             APPROX. 8.3 KM 2904202.2 |
 KG0331|---------------------------------------------------------------------|
 KG0331
 KG0331                          SUPERSEDED SURVEY CONTROL
 KG0331
 KG0331  NAD 83(1986)-  39 00 00.61154(N)    099 47 37.19669(W) AD(       ) 3
 KG0331  NAD 27      -  39 00 00.57600(N)    099 47 35.77000(W) AD(       ) 3
 KG0331  NGVD 29 (??/??/92)  738.568  (m)         2423.12   (f) ADJ UNCH    1 2
 KG0331
 KG0331.Superseded values are not recommended for survey control.
 KG0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0331.See file dsdata.txt to determine how the superseded data were derived.
 KG0331
 KG0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ3127517095(NAD 83)
 KG0331_MARKER: DS = TRIANGULATION STATION DISK
 KG0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0331_STAMPING: MIDWAY 1950
 KG0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0331+STABILITY: SURFACE MOTION
 KG0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0331+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 KG0331
 KG0331  HISTORY     - Date     Condition        Report By
 KG0331  HISTORY     - 1950     MONUMENTED       CGS
 KG0331  HISTORY     - 1953     GOOD             CGS
 KG0331  HISTORY     - 1953     GOOD             NGS
 KG0331  HISTORY     - 1963     GOOD             CGS
 KG0331  HISTORY     - 20060921 GOOD             GEOCAC
 KG0331
 KG0331                          STATION DESCRIPTION
 KG0331
 KG0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0331'THE STATION IS LOCATED ABOUT 5.0 MILES EAST AND 1.5 MILES SOUTH
 KG0331'OF WAKEENEY AND 3.5 MILES WEST AND 0.3 MILE NORTH OF THE
 KG0331'COMMUNITY OF OGALLAH.  IT IS AT THE SOUTH EDGE OF A SMALL
 KG0331'CULTIVATED FIELD, ABOUT 40 YARDS SOUTH OF THE SOUTH RAIL OF
 KG0331'THE UNION PACIFIC RAILROAD TRACKS, 34.0 FEET NORTH OF THE
 KG0331'CENTER OF U.S. HIGHWAY NO. 40, 14.0 FEET WEST OF THE CENTER OF A
 KG0331'DRIVEWAY INTO A FIELD AND 3.5 FEET EAST OF A WITNESS POST.  IT
 KG0331'PROJECTS 8 INCHES AND IS STAMPED MIDWAY 1950.
 KG0331'
 KG0331'REFERENCE MARK NO. 1 IS LOCATED AT THE SOUTH EDGE OF A SMALL
 KG0331'CULTIVATED FIELD, 32.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 KG0331'NO. 40 AND 13.0 FEET EAST OF THE CENTER OF A DRIVEWAY INTO A
 KG0331'FIELD.  IT PROJECTS 6 INCHES AND IS STAMPED MIDWAY NO 1 1950.
 KG0331'
 KG0331'REFERENCE MARK NO. 2 IS ACROSS THE HIGHWAY FROM THE STATION
 KG0331'AT THE NORTH EDGE OF A CULTIVATED FIELD, 37.0 FEET WEST OF
 KG0331'A TELEPHONE POLE, 33.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 KG0331'NO. 40 AND 15.0 FEET WEST OF THE CENTER OF A DRIVEWAY INTO A
 KG0331'FIELD.  IT PROJECTS 7 INCHES AND IS STAMPED MIDWAY NO 2 1950.
 KG0331'
 KG0331'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KG0331'NO. 2 IS 73.35 FEET.
 KG0331'
 KG0331'THE AZIMUTH MARK IS LOCATED AT THE NORTH EDGE OF A CULTIVATED
 KG0331'FIELD, 35.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 40,
 KG0331'2.5 FEET EAST OF A TELEPHONE POLE AND 1.5 FEET EAST OF A WITNESS
 KG0331'POST.  IT PROJECTS 6 INCHES AND IS STAMPED MIDWAY 1950.
 KG0331'
 KG0331'TO REACH THE STATION FROM THE POST OFFICE IN WAKEENEY, GO SOUTH
 KG0331'ON MAIN STREET FOR 0.3 MILE TO THE JUNCTION WITH U.S. HIGHWAY
 KG0331'NOS 40 AND 283.  HERE TURN LEFT AND GO EAST ON U.S. HIGHWAY
 KG0331'NO. 40 AND U.S. HIGHWAY NO. 283 FOR 0.6 MILE TO WHERE U.S.
 KG0331'HIGHWAY NO. 283 TURNS LEFT AND U.S. HIGHWAY NO. 40 CONTINUES
 KG0331'STRAIGHT AHEAD.  HERE GO EAST ON U.S. HIGHWAY NO. 40 FOR 4.25
 KG0331'MILES AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 KG0331'EAST ON U.S. HIGHWAY NO. 40 FOR 0.3 MILE TO A DRIVEWAY LEADING
 KG0331'INTO A SMALL FIELD AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0331
 KG0331                          STATION RECOVERY (1953)
 KG0331
 KG0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KG0331'5.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS INTERSECTION WITH
 KG0331'MAIN STREET AT WAKEENEY, 0.2 MILE EAST OF AN INTERSECTION WITH
 KG0331'A DIRT ROAD, 131 FEET SOUTH OF THE SOUTH RAIL OF THE UNION
 KG0331'PACIFIC RAILROAD, 82.2 FEET SOUTH OF A FENCE, 32.5 FEET NORTH
 KG0331'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF A WITNESS
 KG0331'POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 KG0331'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED MIDWAY
 KG0331'1950.
 KG0331'
 KG0331'MIDWAY R.M. 1 IS 26.75 FEET EAST OF TRIANGULATION STATION MIDWAY
 KG0331'1950, 132.2 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC
 KG0331'RAILROAD, 83.3 FEET SOUTH OF A FENCE, 32 FEET NORTH OF THE
 KG0331'CENTER LINE OF THE HIGHWAY, A REFERENCE MARK DISK SET IN THE
 KG0331'TOP OF A CONCRETE POST, STAMPED MIDWAY NO 1 1950.
 KG0331'
 KG0331'MIDWAY R.M. 2 IS 67.1 FEET SOUTH OF TRIANGULATION STATION MIDWAY
 KG0331'1950, 36.5 FEET WEST OF A TELEPHONE POLE, 34.5 FEET SOUTH OF
 KG0331'THE CENTER LINE OF THE HIGHWAY, A REFERENCE MARK DISK SET IN THE
 KG0331'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 KG0331'STAMPED MIDWAY NO 2 1950.
 KG0331'
 KG0331'MIDWAY 1950 AZIMUTH IS 0.3 MILE WEST OF TRIANGULATION STATION
 KG0331'MIDWAY 1950, 0.1 MILE WEST OF AN INTERSECTION WITH A DIRT
 KG0331'ROAD, 151 FEET SOUTH OF A FENCE, 68 FEET SOUTH OF A POWER
 KG0331'POLE, 33.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.2
 KG0331'FEET EAST OF A TELEPHONE POLE, 1.4 FEET EAST OF A WITNESS
 KG0331'POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE POST
 KG0331'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED MIDWAY 1950.
 KG0331
 KG0331                          STATION RECOVERY (1953)
 KG0331
 KG0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KG0331'5.1 MI E FROM WAKEENEY.
 KG0331'5.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS INTERSECTION WITH
 KG0331'MAIN STREET AT WAKEENEY, 0.2 MILE EAST OF AN INTERSECTION WITH
 KG0331'A DIRT ROAD, 131 FEET SOUTH OF THE SOUTH RAIL OF THE UNION
 KG0331'PACIFIC RAILROAD, 82.2 FEET SOUTH OF A FENCE, 32.5 FEET NORTH
 KG0331'OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF A WITNESS
 KG0331'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 KG0331'ABOVE THE GROUND.
 KG0331
 KG0331                          STATION RECOVERY (1963)
 KG0331
 KG0331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KG0331'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KG0331'IN GOOD CONDITION.  ADDITIONAL ANGLES WERE MEASURED AS LISTED
 KG0331'ABOVE AND THERE ARE A FEW ADDITIONAL REFERENCE MEASUREMENTS.  THE
 KG0331'STATION MARK IS 119 FEET WEST OF A POWER POLE, 90 FEET EAST
 KG0331'OF ANOTHER POWER POLE, 74 FEET NORTH-NORTHWEST OF A TELEPHONE
 KG0331'1135, AND 1 FOOT WEST OF A STEEL WITNESS POST.  REFERENCE MARK
 KG0331'NO.  1 IS 92 FEET WEST OF A POWER POLE.  REFERENCE MARK NO. 2 IS
 KG0331'37 FEET WEST OF TELEPHONE POLE 1135.
 KG0331'
 KG0331'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0331
 KG0331                          STATION RECOVERY (2006)
 KG0331
 KG0331'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0331'FOUND THE STATION IN GOOD CONDITION.  DID NOT FIND REFERENCE MARK NO.
 KG0331'1.  FOUND THE CONCRETE MONUMENT FOR REFERENCE MARK NO. 2, BUT IT WAS
 KG0331'BADLY DAMAGED AND NEITHER THE DISK NOR STEM REMAINS.  DID NOT FIND THE
 KG0331'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0822 ***********************************************************************
 KH0822  DESIGNATION -  MIDWAY
 KH0822  PID         -  KH0822
 KH0822  STATE/COUNTY-  KS/RAWLINS
 KH0822  USGS QUAD   -  MIDWAY (1978)
 KH0822
 KH0822                         *CURRENT SURVEY CONTROL
 KH0822  ___________________________________________________________________
 KH0822* NAD 83(1997)-  39 49 15.62199(N)    100 48 07.39046(W)     ADJUSTED  
 KH0822* NAVD 88     -       915.     (meters)    3002.     (feet)  SCALED    
 KH0822  ___________________________________________________________________
 KH0822  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KH0822  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 KH0822
 KH0822  HORZ ORDER  -  THIRD
 KH0822
 KH0822.The horizontal coordinates were established by classical geodetic methods
 KH0822.and adjusted by the National Geodetic Survey in October 1998..
 KH0822
 KH0822.The orthometric height was scaled from a topographic map.
 KH0822
 KH0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0822
 KH0822.The geoid height was determined by GEOID03.
 KH0822
 KH0822;                    North         East     Units Scale Factor Converg.
 KH0822;SPC KS N     -   168,866.516   160,135.065   MT  1.00000633   -1 46 22.4
 KH0822;UTM  14      - 4,409,444.425   345,771.794   MT  0.99989284   -1 09 15.3
 KH0822
 KH0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0822!SPC KS N     -   0.99986023  x   1.00000633  =   0.99986656
 KH0822!UTM  14      -   0.99986023  x   0.99989284  =   0.99975308
 KH0822
 KH0822:                Primary Azimuth Mark                     Grid Az
 KH0822:SPC KS N     -  MIDWAY AZ MK                             069 07 12.4
 KH0822:UTM  14      -  MIDWAY AZ MK                             068 30 05.3
 KH0822
 KH0822|---------------------------------------------------------------------|
 KH0822| PID    Reference Object                     Distance      Geod. Az  |
 KH0822|                                                           dddmmss.s |
 KH0822| CO1800 MIDWAY AZ MK                                       0672050.0 |
 KH0822| CO1801 MIDWAY RM 1                          12.889 METERS 14407     |
 KH0822| CO1802 MIDWAY RM 2                          19.463 METERS 24431     |
 KH0822| KH0616 ATWOOD CENT KANS PWR LT CO MST      APPROX.20.6 KM 2623832.2 |
 KH0822|---------------------------------------------------------------------|
 KH0822
 KH0822                          SUPERSEDED SURVEY CONTROL
 KH0822
 KH0822  NAD 83(1997)-  39 49 15.62251(N)    100 48 07.39247(W) AD(       ) 3
 KH0822  NAD 83(1986)-  39 49 15.62500(N)    100 48 07.39423(W) AD(       ) 3
 KH0822  NAD 27      -  39 49 15.60400(N)    100 48 05.85800(W) AD(       ) 3
 KH0822
 KH0822.Superseded values are not recommended for survey control.
 KH0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0822.See file dsdata.txt to determine how the superseded data were derived.
 KH0822
 KH0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK4577209444(NAD 83)
 KH0822_MARKER: DS = TRIANGULATION STATION DISK
 KH0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0822
 KH0822  HISTORY     - Date     Condition        Report By
 KH0822  HISTORY     - 1951     MONUMENTED       CGS
 KH0822
 KH0822                          STATION DESCRIPTION
 KH0822
 KH0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0822'THE STATION IS LOCATED ABOUT 13 MILES EAST OF ATWOOD AND 6 MILES
 KH0822'SOUTH OF HERNDON, IN THE NORTHEAST CORNER OF A CULTIVATED
 KH0822'FIELD, 60 FEET NORTH FROM THE CENTER OF U.S. HIGHWAY 36, 18
 KH0822'FEET WEST-SOUTHWEST OF A POWER LINE POLE AND 18 FEET SOUTH FROM
 KH0822'THE CENTER OF A TRACK ROAD.  IT IS STAMPED MIDWAY 1951 AND
 KH0822'PROJECTS 2 INCHES.
 KH0822'
 KH0822'REFERENCE MARK NO. 1 IS 18 FEET NORTH FROM THE CENTER OF U.S.
 KH0822'HIGHWAY 36 AND 3 FEET SOUTHWEST OF A GUARD POST.  IT IS A
 KH0822'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 KH0822'CULVERT.  IT IS STAMPED MIDWAY NO 1 1951.
 KH0822'
 KH0822'REFERENCE MARK NO. 2 IS 60 FEET NORTH FROM THE CENTER OF
 KH0822'U.S. HIGHWAY 36 AND 1.5 FEET NORTH OF A FENCE LINE.  IT IS
 KH0822'STAMPED MIDWAY NO 2 1951 AND PROJECTS 3 INCHES.
 KH0822'
 KH0822'THE AZIMUTH MARK IS 50 FEET SOUTH FROM THE CENTER OF U.S.
 KH0822'HIGHWAY 36, 1 FOOT WEST OF A WITNESS POST AND 1 FOOT SOUTHWEST
 KH0822'OF A TELEPHONE POLE.  IT IS STAMPED MIDWAY 1951 AND PROJECTS
 KH0822'4 INCHES.
 KH0822'
 KH0822'TO REACH THE STATION FROM THE POST OFFICE IN ATWOOD, GO NORTH
 KH0822'ON NORTH 5 TH. STREET FOR 0.35 MILE TO U.S. HIGHWAY 36, TURN
 KH0822'RIGHT AND GO EAST ON U.S. HIGHWAY 36 FOR 11.6 MILES TO THE
 KH0822'CONVENANT CEMETERY ON THE LEFT, CONTINUE NORTHEAST ON U.S.
 KH0822'HIGHWAY 36 FOR 1.4 MILES TO A CROSSROAD AND THE STATION IN
 KH0822'THE NORTHWEST ANGLE AS DESCRIBED.  CONTINUE NORTHEAST FOR 0.5
 KH0822'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0332 ***********************************************************************
 KG0332  DESIGNATION -  MIDWAY AZ MK
 KG0332  PID         -  KG0332
 KG0332  STATE/COUNTY-  KS/TREGO
 KG0332  USGS QUAD   -  WA KEENEY EAST (1962)
 KG0332
 KG0332                         *CURRENT SURVEY CONTROL
 KG0332  ___________________________________________________________________
 KG0332* NAD 83(1986)-  39 00 04.     (N)    099 47 58.     (W)     SCALED    
 KG0332* NAVD 88     -       737.341  (meters)    2419.09   (feet)  ADJUSTED  
 KG0332  ___________________________________________________________________
 KG0332  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 KG0332  DYNAMIC HT  -         736.784 (meters)    2417.27  (feet)  COMP
 KG0332  MODELED GRAV-     979,847.6   (mgal)                       NAVD 88
 KG0332
 KG0332  VERT ORDER  -  FIRST     CLASS II
 KG0332
 KG0332.The horizontal coordinates were scaled from a topographic map and have
 KG0332.an estimated accuracy of +/- 6 seconds.
 KG0332
 KG0332.The orthometric height was determined by differential leveling
 KG0332.and adjusted by the National Geodetic Survey in June 1991..
 KG0332
 KG0332.The geoid height was determined by GEOID03.
 KG0332
 KG0332.The dynamic height is computed by dividing the NAVD 88
 KG0332.geopotential number by the normal gravity value computed on the
 KG0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0332.degrees latitude (g = 980.6199 gals.).
 KG0332
 KG0332.The modeled gravity was interpolated from observed gravity values.
 KG0332
 KG0332;                    North         East    Units  Estimated Accuracy
 KG0332;SPC KS N     -    75,680.      244,140.      MT  (+/- 180 meters Scaled)
 KG0332
 KG0332                          SUPERSEDED SURVEY CONTROL
 KG0332
 KG0332  NGVD 29 (??/??/92)  737.043  (m)         2418.12   (f) ADJ UNCH    1 2
 KG0332
 KG0332.Superseded values are not recommended for survey control.
 KG0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0332.See file dsdata.txt to determine how the superseded data were derived.
 KG0332
 KG0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ307172(NAD 83)
 KG0332_MARKER: DB = BENCH MARK DISK
 KG0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0332_STAMPING: MIDWAY 1950
 KG0332_MARK LOGO: CGS   
 KG0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0332+STABILITY: SURFACE MOTION
 KG0332
 KG0332  HISTORY     - Date     Condition        Report By
 KG0332  HISTORY     - 1950     MONUMENTED       CGS
 KG0332  HISTORY     - 1953     GOOD             NGS
 KG0332  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 KG0332
 KG0332                          STATION DESCRIPTION
 KG0332
 KG0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KG0332'4.8 MI E FROM WAKEENEY.
 KG0332'4.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS INTERSECTION WITH
 KG0332'MAIN STREET AT WAKEENEY, 0.1 MILE WEST OF AN INTERSECTION WITH
 KG0332'A DIRT ROAD, 151 FEET SOUTH OF A FENCE, 68 FEET SOUTH OF A POWER
 KG0332'POLE, 33.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET
 KG0332'EAST OF A TELEPHONE POLE, 1.4 FEET EAST OF A WITNESS POST, SET
 KG0332'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 KG0332'THE GROUND.  0.3 MILE WEST OF TRIANGULATION STATION MIDWAY 1950.
 KG0332
 KG0332                          STATION RECOVERY (2006)
 KG0332
 KG0332'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0329 ***********************************************************************
 KG0329  DESIGNATION -  MIDWAY RM 1
 KG0329  PID         -  KG0329
 KG0329  STATE/COUNTY-  KS/TREGO
 KG0329  USGS QUAD   -  WA KEENEY EAST (1962)
 KG0329
 KG0329                         *CURRENT SURVEY CONTROL
 KG0329  ___________________________________________________________________
 KG0329* NAD 83(1986)-  39 00 00.     (N)    099 47 36.     (W)     SCALED    
 KG0329* NAVD 88     -       738.761  (meters)    2423.75   (feet)  ADJUSTED  
 KG0329  ___________________________________________________________________
 KG0329  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 KG0329  DYNAMIC HT  -         738.203 (meters)    2421.92  (feet)  COMP
 KG0329  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 KG0329
 KG0329  VERT ORDER  -  FIRST     CLASS II
 KG0329
 KG0329.The horizontal coordinates were scaled from a topographic map and have
 KG0329.an estimated accuracy of +/- 6 seconds.
 KG0329
 KG0329.The orthometric height was determined by differential leveling
 KG0329.and adjusted by the National Geodetic Survey in June 1991..
 KG0329
 KG0329.The geoid height was determined by GEOID03.
 KG0329
 KG0329.The dynamic height is computed by dividing the NAVD 88
 KG0329.geopotential number by the normal gravity value computed on the
 KG0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0329.degrees latitude (g = 980.6199 gals.).
 KG0329
 KG0329.The modeled gravity was interpolated from observed gravity values.
 KG0329
 KG0329;                    North         East    Units  Estimated Accuracy
 KG0329;SPC KS N     -    75,550.      244,670.      MT  (+/- 180 meters Scaled)
 KG0329
 KG0329                          SUPERSEDED SURVEY CONTROL
 KG0329
 KG0329  NGVD 29 (??/??/92)  738.462  (m)         2422.77   (f) ADJ UNCH    1 2
 KG0329
 KG0329.Superseded values are not recommended for survey control.
 KG0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0329.See file dsdata.txt to determine how the superseded data were derived.
 KG0329
 KG0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ313170(NAD 83)
 KG0329_MARKER: DR = REFERENCE MARK DISK
 KG0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0329_STAMPING: MIDWAY NO 1 1950
 KG0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0329+STABILITY: SURFACE MOTION
 KG0329
 KG0329  HISTORY     - Date     Condition        Report By
 KG0329  HISTORY     - 1950     MONUMENTED       CGS
 KG0329  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 KG0329
 KG0329                          STATION DESCRIPTION
 KG0329
 KG0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KG0329'5.1 MI E FROM WAKEENEY.
 KG0329'5.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS INTERSECTION WITH
 KG0329'MAIN STREET AT WAKEENEY, 0.2 MILE EAST OF AN INTERSECTION WITH
 KG0329'A DIRT ROAD, 132.3 FEET SOUTH OF THE SOUTH RAIL OF THE UNION
 KG0329'PACIFIC RAILROAD, 83.3 FEET SOUTH OF A FENCE, 32 FEET NORTH
 KG0329'OF THE CENTER LINE OF THE HIGHWAY, 26.75 FEET EAST OF TRIANGULATION
 KG0329'STATION MIDWAY 1950, SET IN THE TOP OF A CONCRETE POST.
 KG0329
 KG0329                          STATION RECOVERY (2006)
 KG0329
 KG0329'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0330 ***********************************************************************
 KG0330  DESIGNATION -  MIDWAY RM 2
 KG0330  PID         -  KG0330
 KG0330  STATE/COUNTY-  KS/TREGO
 KG0330  USGS QUAD   -  WA KEENEY EAST (1962)
 KG0330
 KG0330                         *CURRENT SURVEY CONTROL
 KG0330  ___________________________________________________________________
 KG0330* NAD 83(1986)-  39 00 00.     (N)    099 47 36.     (W)     SCALED    
 KG0330* NAVD 88     -       738.612  (meters)    2423.26   (feet)  ADJUSTED  
 KG0330  ___________________________________________________________________
 KG0330  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 KG0330  DYNAMIC HT  -         738.054 (meters)    2421.43  (feet)  COMP
 KG0330  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 KG0330
 KG0330  VERT ORDER  -  FIRST     CLASS II
 KG0330
 KG0330.The horizontal coordinates were scaled from a topographic map and have
 KG0330.an estimated accuracy of +/- 6 seconds.
 KG0330
 KG0330.The orthometric height was determined by differential leveling
 KG0330.and adjusted by the National Geodetic Survey in June 1991..
 KG0330
 KG0330.The geoid height was determined by GEOID03.
 KG0330
 KG0330.The dynamic height is computed by dividing the NAVD 88
 KG0330.geopotential number by the normal gravity value computed on the
 KG0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0330.degrees latitude (g = 980.6199 gals.).
 KG0330
 KG0330.The modeled gravity was interpolated from observed gravity values.
 KG0330
 KG0330;                    North         East    Units  Estimated Accuracy
 KG0330;SPC KS N     -    75,550.      244,670.      MT  (+/- 180 meters Scaled)
 KG0330
 KG0330                          SUPERSEDED SURVEY CONTROL
 KG0330
 KG0330  NGVD 29 (??/??/92)  738.314  (m)         2422.29   (f) ADJ UNCH    1 2
 KG0330
 KG0330.Superseded values are not recommended for survey control.
 KG0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0330.See file dsdata.txt to determine how the superseded data were derived.
 KG0330
 KG0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ313170(NAD 83)
 KG0330_MARKER: DR = REFERENCE MARK DISK
 KG0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0330_STAMPING: MIDWAY NO 2 1950
 KG0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0330+STABILITY: SURFACE MOTION
 KG0330
 KG0330  HISTORY     - Date     Condition        Report By
 KG0330  HISTORY     - 1950     MONUMENTED       CGS
 KG0330  HISTORY     - 1953     GOOD             NGS
 KG0330  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 KG0330
 KG0330                          STATION DESCRIPTION
 KG0330
 KG0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KG0330'5.1 MI E FROM WAKEENEY.
 KG0330'5.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM ITS INTERSECTION WITH
 KG0330'MAIN STREET AT WAKEENEY, 0.2 MILE EAST OF AN INTERSECTION WITH
 KG0330'A DIRT ROAD, 67.1 FEET SOUTH OF TRIANGULATION STATION MIDWAY
 KG0330'1950, 36.5 FEET WEST OF A TELEPHONE POLE, 34.5 FEET SOUTH OF
 KG0330'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 KG0330'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KG0330
 KG0330                          STATION RECOVERY (2006)
 KG0330
 KG0330'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0330'FOUND THE CONCRETE MONUMENT FOR REFERENCE MARK NO. 2, BUT IT WAS BADLY
 KG0330'DAMAGED AND NEITHER THE DISK NOR STEM REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0808 ***********************************************************************
 HH0808  DESIGNATION -  MIKE
 HH0808  PID         -  HH0808
 HH0808  STATE/COUNTY-  KS/MORTON
 HH0808  USGS QUAD   -  RICHFIELD (1973)
 HH0808
 HH0808                         *CURRENT SURVEY CONTROL
 HH0808  ___________________________________________________________________
 HH0808* NAD 83(1997)-  37 18 15.53332(N)    101 46 25.47634(W)     ADJUSTED  
 HH0808* NAVD 88     -      1035.4    (meters)    3397.     (feet)  VERTCON   
 HH0808  ___________________________________________________________________
 HH0808  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 HH0808  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 HH0808
 HH0808  HORZ ORDER  -  SECOND
 HH0808
 HH0808.The horizontal coordinates were established by classical geodetic methods
 HH0808.and adjusted by the National Geodetic Survey in October 1998..
 HH0808
 HH0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0808
 HH0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0808
 HH0808.The geoid height was determined by GEOID03.
 HH0808
 HH0808;                    North         East     Units Scale Factor Converg.
 HH0808;SPC KS S     -   475,864.546   109,825.760   MT  0.99999281   -2 00 42.5
 HH0808;UTM  14      - 4,132,239.810   254,164.526   MT  1.00034452   -1 40 54.7
 HH0808
 HH0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0808!SPC KS S     -   0.99984145  x   0.99999281  =   0.99983426
 HH0808!UTM  14      -   0.99984145  x   1.00034452  =   1.00018592
 HH0808
 HH0808|---------------------------------------------------------------------|
 HH0808| PID    Reference Object                     Distance      Geod. Az  |
 HH0808|                                                           dddmmss.s |
 HH0808| CM9083 MIKE RM 1                            16.915 METERS 00011     |
 HH0808| CM9084 MIKE RM 2                            17.580 METERS 17939     |
 HH0808| HH0810 RICHFIELD METH CH SPIRE             APPROX. 4.3 KM 1933756.8 |
 HH0808|---------------------------------------------------------------------|
 HH0808
 HH0808                          SUPERSEDED SURVEY CONTROL
 HH0808
 HH0808  NAD 83(1997)-  37 18 15.53369(N)    101 46 25.47581(W) AD(       ) 2
 HH0808  NAD 83(1997)-  37 18 15.53948(N)    101 46 25.46778(W) AD(       ) 2
 HH0808  NAD 83(1986)-  37 18 15.54051(N)    101 46 25.46698(W) AD(       ) 2
 HH0808  NAD 27      -  37 18 15.45338(N)    101 46 23.86546(W) AD(       ) 2
 HH0808  NGVD 29 (07/19/86) 1035.0    (m)         3396.     (f) VERT ANG       
 HH0808
 HH0808.Superseded values are not recommended for survey control.
 HH0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0808.See file dsdata.txt to determine how the superseded data were derived.
 HH0808
 HH0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5416532240(NAD 83)
 HH0808_MARKER: DD = SURVEY DISK
 HH0808_SETTING: 0 = UNSPECIFIED SETTING
 HH0808
 HH0808  HISTORY     - Date     Condition        Report By
 HH0808  HISTORY     - 1972     MONUMENTED       USGS
 HH0808
 HH0808                          STATION DESCRIPTION
 HH0808
 HH0808'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0808'STATION IS ABOUT 2.7 MI. N. AND 0.5 MI. E. OF RICHFIELD, ABOUT 971
 HH0808'FT. N. OF COR. SECS. 3, 4, 33 AND 34, TPS. 31 AND 32 S., R. 41 W.
 HH0808'
 HH0808'TO REACH FROM INTERSECTION OF STATE HIGHWAY 27 AND STATE HIGHWAY 51
 HH0808'AT S. EDGE OF RICHFIELD, GO N. AND E. ON STATE HIGHWAY 51 FOR ABOUT
 HH0808'3.2 MI. TO T-RD. W., CONTINUE N. 0.2 MI. TO STATION ON RIGHT.
 HH0808'
 HH0808'STATION MARK STAMPED ET MIKE 1972 IS ABOUT 971 FT. N. AND 48 FT. E.
 HH0808'OF T-RD. W, 3 FT. W. OF E. RIGHT-OF-WAY FENCE, 1 FT. W. OF USGS
 HH0808'WITNESS POST, 2 FT. N. AND 3 FT. W. OF TELEPHONE POLE.
 HH0808'
 HH0808'REFERENCE MARK NO. 1 STAMPED MIKE NO 1 1972 IS N. OF STATION, 48 FT.
 HH0808'E. OF CENTER LINE HIGHWAY, 3 FT. W. OF E. RIGHT-OF-WAY FENCE.
 HH0808'
 HH0808'REFERENCE MARK NO 2 STAMPED MIKE NO 2 1972 IS S. OF STATION, 49 FT.
 HH0808'E. OF CENTER LINE HWY., 2 FT. W. OF E. RIGHT-OF-WAY FENCE.
 HH0808'
 HH0808'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS,
 HH0808'CENTERED IN 6-IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 HH0808'TO WITHIN ONE IN. OF CAP.  ALL MARKS SET FLUSH WITH THE GROUND.
 HH0808'
 HH0808'HEIGHT OF INSTRUMENT 4.87 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1374 ***********************************************************************
 HF1374  DESIGNATION -  MILAN HITTLE GRAIN CO ELEVATOR
 HF1374  PID         -  HF1374
 HF1374  STATE/COUNTY-  KS/SUMNER
 HF1374  USGS QUAD   -  MILAN (1981)
 HF1374
 HF1374                         *CURRENT SURVEY CONTROL
 HF1374  ___________________________________________________________________
 HF1374* NAD 83(1997)-  37 15 33.70678(N)    097 40 25.52801(W)     ADJUSTED  
 HF1374* NAVD 88     -                                                        
 HF1374  ___________________________________________________________________
 HF1374  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HF1374  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF1374
 HF1374  HORZ ORDER  -  THIRD
 HF1374
 HF1374.The horizontal coordinates were established by classical geodetic methods
 HF1374.and adjusted by the National Geodetic Survey in October 1998..
 HF1374
 HF1374
 HF1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1374
 HF1374.The geoid height was determined by GEOID03.
 HF1374
 HF1374;                    North         East     Units Scale Factor Converg.
 HF1374;SPC KS S     -   466,105.521   473,293.793   MT  1.00000144   +0 30 27.9
 HF1374;UTM  14      - 4,124,469.117   617,604.631   MT  0.99977037   +0 48 10.9
 HF1374
 HF1374                          SUPERSEDED SURVEY CONTROL
 HF1374
 HF1374  NAD 83(1997)-  37 15 33.71080(N)    097 40 25.52721(W) AD(       ) 4
 HF1374  NAD 83(1986)-  37 15 33.71560(N)    097 40 25.52155(W) AD(       ) 4
 HF1374  NAD 27      -  37 15 33.63885(N)    097 40 24.33968(W) AD(       ) 3
 HF1374
 HF1374.Superseded values are not recommended for survey control.
 HF1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1374.See file dsdata.txt to determine how the superseded data were derived.
 HF1374
 HF1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1760524469(NAD 83)
 HF1374_MARKER: 65 = GRAIN ELEVATOR
 HF1374
 HF1374  HISTORY     - Date     Condition        Report By
 HF1374  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1374
 HF1374                          STATION DESCRIPTION
 HF1374
 HF1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1374'THE STATION IS LOCATED ON THE WEST CENTRAL SIDE OF SECTION
 HF1374'17, T 32 S, R 3 W, IN THE NORTH CENTRAL SECTION OF MILAN.  IT
 HF1374'IS A WOOD FRAME ELEVATOR COVERED WITH SHEET METAL, IS IN THE
 HF1374'NORTHEAST ANGLE OF THE INTERSECTION OF THE NORTH-SOUTH SECTION
 HF1374'ROAD AND THE EAST-WEST RAILROAD TRACKS, IS ABOUT 30 PACES
 HF1374'NORTH OF THE TRACKS AND IS 70 FEET HIGH.  POINT OBSERVED
 HF1374'IS THE CENTER OF THE HEADHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1367 ***********************************************************************
 HF1367  DESIGNATION -  MILAN RESET
 HF1367  PID         -  HF1367
 HF1367  STATE/COUNTY-  KS/SUMNER
 HF1367  USGS QUAD   -  MAYFIELD (1971)
 HF1367
 HF1367                         *CURRENT SURVEY CONTROL
 HF1367  ___________________________________________________________________
 HF1367* NAD 83(1997)-  37 15 23.73101(N)    097 36 41.78375(W)     ADJUSTED  
 HF1367* NAVD 88     -       380.     (meters)    1247.     (feet)  SCALED    
 HF1367  ___________________________________________________________________
 HF1367  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 HF1367  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF1367
 HF1367  HORZ ORDER  -  THIRD
 HF1367
 HF1367.The horizontal coordinates were established by classical geodetic methods
 HF1367.and adjusted by the National Geodetic Survey in October 1998..
 HF1367
 HF1367.The orthometric height was scaled from a topographic map.
 HF1367
 HF1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1367
 HF1367.The geoid height was determined by GEOID03.
 HF1367
 HF1367;                    North         East     Units Scale Factor Converg.
 HF1367;SPC KS S     -   465,848.692   478,809.832   MT  1.00000200   +0 32 45.4
 HF1367;UTM  14      - 4,124,240.741   623,120.688   MT  0.99978673   +0 50 26.2
 HF1367
 HF1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1367!SPC KS S     -   0.99994484  x   1.00000200  =   0.99994684
 HF1367!UTM  14      -   0.99994484  x   0.99978673  =   0.99973158
 HF1367
 HF1367:                Primary Azimuth Mark                     Grid Az
 HF1367:SPC KS S     -  MILAN AZ MK                              090 54 21.7
 HF1367:UTM  14      -  MILAN AZ MK                              090 36 40.9
 HF1367
 HF1367|---------------------------------------------------------------------|
 HF1367| PID    Reference Object                     Distance      Geod. Az  |
 HF1367|                                                           dddmmss.s |
 HF1367| AI1688 MILAN AZ MK                                        0912707.1 |
 HF1367| AI1687 MILAN RM 1                           19.583 METERS 17916     |
 HF1367| AI1686 MILAN RM 2                           12.375 METERS 27030     |
 HF1367| HF1374 MILAN HITTLE GRAIN CO ELEVATOR      APPROX. 5.5 KM 2731241.2 |
 HF1367|---------------------------------------------------------------------|
 HF1367
 HF1367                          SUPERSEDED SURVEY CONTROL
 HF1367
 HF1367  NAD 83(1997)-  37 15 23.73488(N)    097 36 41.78242(W) AD(       ) 3
 HF1367  NAD 83(1986)-  37 15 23.74004(N)    097 36 41.77705(W) AD(       ) 3
 HF1367  NAD 27      -  37 15 23.66390(N)    097 36 40.59641(W) AD(       ) 3
 HF1367
 HF1367.Superseded values are not recommended for survey control.
 HF1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1367.See file dsdata.txt to determine how the superseded data were derived.
 HF1367
 HF1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2312124241(NAD 83)
 HF1367_MARKER: DS = TRIANGULATION STATION DISK
 HF1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1367_STAMPING: MILAN 1957 1985
 HF1367_MARK LOGO: NGS   
 HF1367_PROJECTION: PROJECTING 10 CENTIMETERS
 HF1367_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1367+STABILITY: SURFACE MOTION
 HF1367
 HF1367  HISTORY     - Date     Condition        Report By
 HF1367  HISTORY     - 1985     MONUMENTED       NGS
 HF1367  HISTORY     - 19850621 GOOD             NGS
 HF1367
 HF1367                          STATION DESCRIPTION
 HF1367
 HF1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 HF1367'THE SURFACE STATION MARK AND REFERENCE MARK 2 WERE FOUND DESTROYED.
 HF1367'THE UNDERGROUND SURFACE MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK
 HF1367'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK 1
 HF1367'WAS 1 MINUTE, 57 SECONDS LARGER THAN 1957 DATA AND THE DISTANCE WAS
 HF1367'0.016 M (0.052 FT) SHORTER.  THE DIRECTION TO THE AZIMUTH MARK AGREED
 HF1367'WITH 1957 DATA.  A NEW SURFACE MARK WAS SET DIRECTLY OVER THE
 HF1367'UNDERGROUND MARK AND A REFERENCE MARK 3 WAS SET.  DUE TO THE ABOVE AND
 HF1367'OTHER CHANGES, A COMPLET, NEW DESCRIPTION FOLLOWS.  THE STATION IS
 HF1367'LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF MILAN, 5.6 KM (3.45 MI) WEST OF
 HF1367'MAYFIELD, 1.6 KM (1.00 MI) SOUTH OF U.S HIGHWAY 160, 2.4 KM (1.50 MI)
 HF1367'WEST OF STATE HIGHWAY 49, IN THE SOUTH CENTRAL EDGE OF SEC14, T32S,
 HF1367'R3W AND ON COUNTY ROAD RIGHT-OF-WAY.  CONTACT THE SUMNER COUNTY
 HF1367'ENGINEER, SUMNER COUNTY COURTHOUSE, WELLINGTON, KS 67152.  TO REACH
 HF1367'THE STATION FROM THE JUNCTION OF U.S HIGHWAY 160 AND STATE HIGHWAY
 HF1367'271, ABOUT 0.8 KM (0.50 MI) NORTH OF MAYFIELD, GO WEST ON HIGHWAY 160
 HF1367'FOR 3.22 KM (2.00 MI) TO STATE HIGHWAY 49.  TURN LEFT AND GO SOUTH ON
 HF1367'HIGHWAY 49 FOR 1.6 KM (1.00 MI) TO A GRAVELED CROSS ROAD.  TURN RIGHT
 HF1367'AND GO WEST ON THE GRAVELED ROAD FOR 1.6 KM (1.00 MI) TO A CROSS ROAD.
 HF1367'CONTINUE WEST FOR 0.16 KM (0.10 MI) TO THE AZIMUTH MARK ON THE LEFT.
 HF1367'CONTINUE WEST FOR 0.64 TO THE STATION ON THE RIGHT, AT THE CREST OF A
 HF1367'HILL AND NORTHWEST OF A GATE IN A FENCE ALONG THE SOUTH SIDE OF THE
 HF1367'ROAD.  THE STATION IS A STANDARD NGS DISK STAMPED---MILAN 1957
 HF1367'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 HF1367'CM) IN DIAMETER, PROJECTING, 4 INCHES (10 CM) ABOVE THE GROUND.  THE
 HF1367'STATION IS LOCATED 26.5 METERS (86.9 FT) NORTHWEST FROM THE CENTER OF
 HF1367'A GATE ON THE SOUTH SIDE OF THE ROAD, 19.39 METERS (63.62 FT)
 HF1367'NORTH-NORTHEAST FROM A POWERLINE POLE, 9.8 METERS (32.2 FT) NORTH FROM
 HF1367'THE CENTERLINE OF THE ROAD, 0.46 METERS (1.51 FT) SOUTHEAST FROM A
 HF1367'WITNESS POST.  REFERENCE MARK NO 1 IS A STANDARD CGS DISK
 HF1367'STAMPED---MILAN NO 1 1957---, SET INTO THE TOP OF A SQUARE CONCRETE
 HF1367'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM)
 HF1367'ABOVE THE GROUND.  THE STATION IS LOCATED 12.50 METERS (41.01 FT) WEST
 HF1367'FROM THE WEST GATE POST OF THE GATE ON THE SOUTH SIDE, 9.8 METERS
 HF1367'(32.2 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 6.92 METERS (22.70
 HF1367'FT) EAST-SOUTHEAST FROM THE POWERLINE POLE, AND 0.3 METERS (1.0 FT)
 HF1367'NORTH FROM THE FENCE, AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 HF1367'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED---MILAN 1957 NO 3
 HF1367'1985---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES
 HF1367'(30 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND. THE
 HF1367'STATION IS LOCATED 9.8 METERS (32.2 FT) SOUTH FROM THE CENTERLINE OF
 HF1367'THE ROAD, 0.76 METERS (2.49 FT) EAST-NORTHEAST FROM THE EAST GATE POST
 HF1367'OF THE GATE, 0.3 METERS (1.0 FT) NORTH FROM THE FENCE, AND 0.3 METERS
 HF1367'(1.0 FT) LOWER THAN THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS
 HF1367'DISK STAMPED---MILAN 1957---, SET INTO THE TOP OF A SQUARE CONCRETE
 HF1367'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH WITH GROUND.  THE
 HF1367'STATION IS LOCATED 28.45 METERS (93.34 FT) WEST FROM A POWERLINE POLE,
 HF1367'9.8 METERS (32.2 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 0.76
 HF1367'METERS (2.49 FT) NORTH FROM THE SOUTH RIGHT-OF-WAY FENCE, 0.61 METERS
 HF1367'(2.00 FT) NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0508 ***********************************************************************
 HE0508  DESIGNATION -  MILE POST 445
 HE0508  PID         -  HE0508
 HE0508  STATE/COUNTY-  KS/CHAUTAUQUA
 HE0508  USGS QUAD   -  CANEY (1984)
 HE0508
 HE0508                         *CURRENT SURVEY CONTROL
 HE0508  ___________________________________________________________________
 HE0508* NAD 83(1986)-  37 02 49.     (N)    095 58 27.     (W)     SCALED    
 HE0508* NAVD 88     -       225.698  (meters)     740.48   (feet)  ADJUSTED  
 HE0508  ___________________________________________________________________
 HE0508  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HE0508  DYNAMIC HT  -         225.517 (meters)     739.88  (feet)  COMP
 HE0508  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 HE0508
 HE0508  VERT ORDER  -  FIRST     CLASS II
 HE0508
 HE0508.The horizontal coordinates were scaled from a topographic map and have
 HE0508.an estimated accuracy of +/- 6 seconds.
 HE0508
 HE0508.The orthometric height was determined by differential leveling
 HE0508.and adjusted by the National Geodetic Survey in June 1991..
 HE0508
 HE0508.The geoid height was determined by GEOID03.
 HE0508
 HE0508.The dynamic height is computed by dividing the NAVD 88
 HE0508.geopotential number by the normal gravity value computed on the
 HE0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0508.degrees latitude (g = 980.6199 gals.).
 HE0508
 HE0508.The modeled gravity was interpolated from observed gravity values.
 HE0508
 HE0508;                    North         East    Units  Estimated Accuracy
 HE0508;SPC KS S     -   445,250.      624,670.      MT  (+/- 180 meters Scaled)
 HE0508
 HE0508                          SUPERSEDED SURVEY CONTROL
 HE0508
 HE0508  NGVD 29 (??/??/92)  225.562  (m)          740.03   (f) ADJ UNCH    1 2
 HE0508
 HE0508.Superseded values are not recommended for survey control.
 HE0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0508.See file dsdata.txt to determine how the superseded data were derived.
 HE0508
 HE0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB355042(NAD 83)
 HE0508_MARKER: Z = SEE DESCRIPTION
 HE0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0508+STABILITY: SURFACE MOTION
 HE0508
 HE0508  HISTORY     - Date     Condition        Report By
 HE0508  HISTORY     - UNK      MONUMENTED       MPRR
 HE0508  HISTORY     - 1933     GOOD             NGS
 HE0508
 HE0508                          STATION DESCRIPTION
 HE0508
 HE0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0508'2.8 MI E FROM NIOTAZE.
 HE0508'2.75 MILES E. OF NIOTAZE.  ALONG MO. PAC. R.R. 3 MILES W. OF
 HE0508'CANEY AT MILE 445.  MARK IS 6 FT. N. OF N. RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0996 ***********************************************************************
 JE0996  DESIGNATION -  MILEPOST 350
 JE0996  PID         -  JE0996
 JE0996  STATE/COUNTY-  KS/FRANKLIN
 JE0996  USGS QUAD   -  PEORIA (1983)
 JE0996
 JE0996                         *CURRENT SURVEY CONTROL
 JE0996  ___________________________________________________________________
 JE0996* NAD 83(1986)-  38 35 57.     (N)    095 12 01.     (W)     SCALED    
 JE0996* NAVD 88     -       273.132  (meters)     896.10   (feet)  ADJUSTED  
 JE0996  ___________________________________________________________________
 JE0996  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JE0996  DYNAMIC HT  -         272.943 (meters)     895.48  (feet)  COMP
 JE0996  MODELED GRAV-     979,928.8   (mgal)                       NAVD 88
 JE0996
 JE0996  VERT ORDER  -  SECOND    CLASS 0
 JE0996
 JE0996.The horizontal coordinates were scaled from a topographic map and have
 JE0996.an estimated accuracy of +/- 6 seconds.
 JE0996
 JE0996.The orthometric height was determined by differential leveling
 JE0996.and adjusted by the National Geodetic Survey in June 1991..
 JE0996
 JE0996.The geoid height was determined by GEOID03.
 JE0996
 JE0996.The dynamic height is computed by dividing the NAVD 88
 JE0996.geopotential number by the normal gravity value computed on the
 JE0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0996.degrees latitude (g = 980.6199 gals.).
 JE0996
 JE0996.The modeled gravity was interpolated from observed gravity values.
 JE0996
 JE0996;                    North         East    Units  Estimated Accuracy
 JE0996;SPC KS S     -   619,570.      687,390.      MT  (+/- 180 meters Scaled)
 JE0996
 JE0996                          SUPERSEDED SURVEY CONTROL
 JE0996
 JE0996  NGVD 29 (??/??/92)  273.005  (m)          895.68   (f) ADJ UNCH    2 0
 JE0996
 JE0996.Superseded values are not recommended for survey control.
 JE0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0996.See file dsdata.txt to determine how the superseded data were derived.
 JE0996
 JE0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC083745(NAD 83)
 JE0996_MARKER: R = RIVET
 JE0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0996_SP_SET: MILEPOST
 JE0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0996+STABILITY: SURFACE MOTION
 JE0996
 JE0996  HISTORY     - Date     Condition        Report By
 JE0996  HISTORY     - UNK      MONUMENTED       MPRR
 JE0996  HISTORY     - 1951     GOOD             NGS
 JE0996
 JE0996                          STATION DESCRIPTION
 JE0996
 JE0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0996'4.2 MI SW FROM OTTAWA.
 JE0996'4.2 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0996'THE STATION AT OTTAWA, FRANKLIN COUNTY, AT MILEPOST 350, 133
 JE0996'FEET EAST OF THE CENTERLINE OF A GRAVEL-ROAD CROSSING, AND
 JE0996'10 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A COPPER RIVET,
 JE0996'IN THE TOP OF THE CONCRETE MILEPOST PROJECTING 1.8 FEET ABOVE
 JE0996'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0133 ***********************************************************************
 HF0133  DESIGNATION -  MILEPOST 450
 HF0133  PID         -  HF0133
 HF0133  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0133  USGS QUAD   -  PERU (1979)
 HF0133
 HF0133                         *CURRENT SURVEY CONTROL
 HF0133  ___________________________________________________________________
 HF0133* NAD 83(1986)-  37 05 35.     (N)    096 02 46.     (W)     SCALED    
 HF0133* NAVD 88     -       234.384  (meters)     768.97   (feet)  ADJUSTED  
 HF0133  ___________________________________________________________________
 HF0133  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 HF0133  DYNAMIC HT  -         234.194 (meters)     768.35  (feet)  COMP
 HF0133  MODELED GRAV-     979,815.5   (mgal)                       NAVD 88
 HF0133
 HF0133  VERT ORDER  -  FIRST     CLASS II
 HF0133
 HF0133.The horizontal coordinates were scaled from a topographic map and have
 HF0133.an estimated accuracy of +/- 6 seconds.
 HF0133
 HF0133.The orthometric height was determined by differential leveling
 HF0133.and adjusted by the National Geodetic Survey in June 1991..
 HF0133
 HF0133.The geoid height was determined by GEOID03.
 HF0133
 HF0133.The dynamic height is computed by dividing the NAVD 88
 HF0133.geopotential number by the normal gravity value computed on the
 HF0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0133.degrees latitude (g = 980.6199 gals.).
 HF0133
 HF0133.The modeled gravity was interpolated from observed gravity values.
 HF0133
 HF0133;                    North         East    Units  Estimated Accuracy
 HF0133;SPC KS S     -   450,190.      618,140.      MT  (+/- 180 meters Scaled)
 HF0133
 HF0133                          SUPERSEDED SURVEY CONTROL
 HF0133
 HF0133  NGVD 29 (??/??/92)  234.245  (m)          768.52   (f) ADJ UNCH    1 2
 HF0133
 HF0133.Superseded values are not recommended for survey control.
 HF0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0133.See file dsdata.txt to determine how the superseded data were derived.
 HF0133
 HF0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG625092(NAD 83)
 HF0133_MARKER: Z = SEE DESCRIPTION
 HF0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0133+STABILITY: SURFACE MOTION
 HF0133
 HF0133  HISTORY     - Date     Condition        Report By
 HF0133  HISTORY     - UNK      MONUMENTED       MPRR
 HF0133  HISTORY     - 1933     GOOD             NGS
 HF0133
 HF0133                          STATION DESCRIPTION
 HF0133
 HF0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0133'2 MI W FROM NIOTAZE.
 HF0133'ABOUT 2.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0133'NIOTAZE, CHAUTAUQUA COUNTY, AT MILEPOST 450, AND 6 FEET NORTH
 HF0133'OF THE NORTH RAIL.  THE TOP OF A COPPER PLUG, SET IN THE TOP
 HF0133'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0126 ***********************************************************************
 HF0126  DESIGNATION -  MILEPOST 455
 HF0126  PID         -  HF0126
 HF0126  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0126  USGS QUAD   -  PERU (1979)
 HF0126
 HF0126                         *CURRENT SURVEY CONTROL
 HF0126  ___________________________________________________________________
 HF0126* NAD 83(1986)-  37 05 50.     (N)    096 07 27.     (W)     SCALED    
 HF0126* NAVD 88     -       242.914  (meters)     796.96   (feet)  ADJUSTED  
 HF0126  ___________________________________________________________________
 HF0126  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HF0126  DYNAMIC HT  -         242.716 (meters)     796.31  (feet)  COMP
 HF0126  MODELED GRAV-     979,812.6   (mgal)                       NAVD 88
 HF0126
 HF0126  VERT ORDER  -  FIRST     CLASS II
 HF0126
 HF0126.The horizontal coordinates were scaled from a topographic map and have
 HF0126.an estimated accuracy of +/- 6 seconds.
 HF0126
 HF0126.The orthometric height was determined by differential leveling
 HF0126.and adjusted by the National Geodetic Survey in June 1991..
 HF0126
 HF0126.The geoid height was determined by GEOID03.
 HF0126
 HF0126.The dynamic height is computed by dividing the NAVD 88
 HF0126.geopotential number by the normal gravity value computed on the
 HF0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0126.degrees latitude (g = 980.6199 gals.).
 HF0126
 HF0126.The modeled gravity was interpolated from observed gravity values.
 HF0126
 HF0126;                    North         East    Units  Estimated Accuracy
 HF0126;SPC KS S     -   450,480.      611,190.      MT  (+/- 180 meters Scaled)
 HF0126
 HF0126                          SUPERSEDED SURVEY CONTROL
 HF0126
 HF0126  NGVD 29 (??/??/92)  242.774  (m)          796.50   (f) ADJ UNCH    1 2
 HF0126
 HF0126.Superseded values are not recommended for survey control.
 HF0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0126.See file dsdata.txt to determine how the superseded data were derived.
 HF0126
 HF0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG555095(NAD 83)
 HF0126_MARKER: Z = SEE DESCRIPTION
 HF0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0126+STABILITY: SURFACE MOTION
 HF0126
 HF0126  HISTORY     - Date     Condition        Report By
 HF0126  HISTORY     - UNK      MONUMENTED       MPRR
 HF0126  HISTORY     - 1933     GOOD             NGS
 HF0126
 HF0126                          STATION DESCRIPTION
 HF0126
 HF0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0126'1.8 MI W FROM PERU.
 HF0126'ABOUT 1-3/4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0126'PERU, CHAUTAUQUA COUNTY, AT MILEPOST 455, AND 3 YARDS NORTH OF
 HF0126'THE NORTH RAIL.  THE TOP OF A COPPER PLUG, SET IN THE TOP OF A
 HF0126'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0119 ***********************************************************************
 HF0119  DESIGNATION -  MILEPOST 460
 HF0119  PID         -  HF0119
 HF0119  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0119  USGS QUAD   -  CHAUTAUQUA (1979)
 HF0119
 HF0119                         *CURRENT SURVEY CONTROL
 HF0119  ___________________________________________________________________
 HF0119* NAD 83(1986)-  37 07 16.     (N)    096 12 24.     (W)     SCALED    
 HF0119* NAVD 88     -       256.509  (meters)     841.56   (feet)  ADJUSTED  
 HF0119  ___________________________________________________________________
 HF0119  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HF0119  DYNAMIC HT  -         256.302 (meters)     840.88  (feet)  COMP
 HF0119  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 HF0119
 HF0119  VERT ORDER  -  FIRST     CLASS II
 HF0119
 HF0119.The horizontal coordinates were scaled from a topographic map and have
 HF0119.an estimated accuracy of +/- 6 seconds.
 HF0119
 HF0119.The orthometric height was determined by differential leveling
 HF0119.and adjusted by the National Geodetic Survey in June 1991..
 HF0119
 HF0119.The geoid height was determined by GEOID03.
 HF0119
 HF0119.The dynamic height is computed by dividing the NAVD 88
 HF0119.geopotential number by the normal gravity value computed on the
 HF0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0119.degrees latitude (g = 980.6199 gals.).
 HF0119
 HF0119.The modeled gravity was interpolated from observed gravity values.
 HF0119
 HF0119;                    North         East    Units  Estimated Accuracy
 HF0119;SPC KS S     -   452,940.      603,800.      MT  (+/- 180 meters Scaled)
 HF0119
 HF0119                          SUPERSEDED SURVEY CONTROL
 HF0119
 HF0119  NGVD 29 (??/??/92)  256.371  (m)          841.11   (f) ADJ UNCH    1 2
 HF0119
 HF0119.Superseded values are not recommended for survey control.
 HF0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0119.See file dsdata.txt to determine how the superseded data were derived.
 HF0119
 HF0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG481119(NAD 83)
 HF0119_MARKER: Z = SEE DESCRIPTION
 HF0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0119+STABILITY: SURFACE MOTION
 HF0119
 HF0119  HISTORY     - Date     Condition        Report By
 HF0119  HISTORY     - UNK      MONUMENTED       MPRR
 HF0119  HISTORY     - 1933     GOOD             NGS
 HF0119  HISTORY     - 1935     GOOD             NGS
 HF0119
 HF0119                          STATION DESCRIPTION
 HF0119
 HF0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0119'1 MI W FROM SEDAN.
 HF0119'ABOUT 1.0 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0119'SEDAN, CHAUTAUQUA COUNTY, AT MILEPOST 460, ABOUT 100 YARDS EAST
 HF0119'OF THE CENTER OF THE CROSSING OF U.S. HIGHWAY 166, AND ABOUT
 HF0119'5 YARDS NORTH OF THE NORTH RAIL.  THE TOP OF A COPPER PLUG,
 HF0119'SET IN THE TOP OF A CONCRETE POST.
 HF0119
 HF0119                          STATION RECOVERY (1935)
 HF0119
 HF0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HF0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0113 ***********************************************************************
 HF0113  DESIGNATION -  MILEPOST 465
 HF0113  PID         -  HF0113
 HF0113  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0113  USGS QUAD   -  ELGIN NE (1979)
 HF0113
 HF0113                         *CURRENT SURVEY CONTROL
 HF0113  ___________________________________________________________________
 HF0113* NAD 83(1986)-  37 08 44.     (N)    096 16 59.     (W)     SCALED    
 HF0113* NAVD 88     -       276.490  (meters)     907.12   (feet)  ADJUSTED  
 HF0113  ___________________________________________________________________
 HF0113  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HF0113  DYNAMIC HT  -         276.265 (meters)     906.38  (feet)  COMP
 HF0113  MODELED GRAV-     979,808.1   (mgal)                       NAVD 88
 HF0113
 HF0113  VERT ORDER  -  FIRST     CLASS II
 HF0113
 HF0113.The horizontal coordinates were scaled from a topographic map and have
 HF0113.an estimated accuracy of +/- 6 seconds.
 HF0113
 HF0113.The orthometric height was determined by differential leveling
 HF0113.and adjusted by the National Geodetic Survey in June 1991..
 HF0113
 HF0113.The geoid height was determined by GEOID03.
 HF0113
 HF0113.The dynamic height is computed by dividing the NAVD 88
 HF0113.geopotential number by the normal gravity value computed on the
 HF0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0113.degrees latitude (g = 980.6199 gals.).
 HF0113
 HF0113.The modeled gravity was interpolated from observed gravity values.
 HF0113
 HF0113;                    North         East    Units  Estimated Accuracy
 HF0113;SPC KS S     -   455,490.      596,940.      MT  (+/- 180 meters Scaled)
 HF0113
 HF0113                          SUPERSEDED SURVEY CONTROL
 HF0113
 HF0113  NGVD 29 (??/??/92)  276.351  (m)          906.66   (f) ADJ UNCH    1 2
 HF0113
 HF0113.Superseded values are not recommended for survey control.
 HF0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0113.See file dsdata.txt to determine how the superseded data were derived.
 HF0113
 HF0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG413144(NAD 83)
 HF0113_MARKER: Z = SEE DESCRIPTION
 HF0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0113+STABILITY: SURFACE MOTION
 HF0113
 HF0113  HISTORY     - Date     Condition        Report By
 HF0113  HISTORY     - UNK      MONUMENTED       MPRR
 HF0113  HISTORY     - 1933     GOOD             NGS
 HF0113
 HF0113                          STATION DESCRIPTION
 HF0113
 HF0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0113'6 MI W FROM SEDAN.
 HF0113'ABOUT 6.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0113'SEDAN, CHAUTAUQUA COUNTY, ABOUT 1/4 MILE WEST OF ROGERS, AT
 HF0113'MILEPOST 465, AND 6 FEET NORTH OF THE NORTH RAIL.  THE TOP OF A
 HF0113'COPPER PLUG, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0107 ***********************************************************************
 HF0107  DESIGNATION -  MILEPOST 470
 HF0107  PID         -  HF0107
 HF0107  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0107  USGS QUAD   -  ELGIN (1979)
 HF0107
 HF0107                         *CURRENT SURVEY CONTROL
 HF0107  ___________________________________________________________________
 HF0107* NAD 83(1986)-  37 06 39.     (N)    096 20 46.     (W)     SCALED    
 HF0107* NAVD 88     -       314.367  (meters)    1031.39   (feet)  ADJUSTED  
 HF0107  ___________________________________________________________________
 HF0107  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 HF0107  DYNAMIC HT  -         314.110 (meters)    1030.54  (feet)  COMP
 HF0107  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 HF0107
 HF0107  VERT ORDER  -  FIRST     CLASS II
 HF0107
 HF0107.The horizontal coordinates were scaled from a topographic map and have
 HF0107.an estimated accuracy of +/- 6 seconds.
 HF0107
 HF0107.The orthometric height was determined by differential leveling
 HF0107.and adjusted by the National Geodetic Survey in June 1991..
 HF0107
 HF0107.The geoid height was determined by GEOID03.
 HF0107
 HF0107.The dynamic height is computed by dividing the NAVD 88
 HF0107.geopotential number by the normal gravity value computed on the
 HF0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0107.degrees latitude (g = 980.6199 gals.).
 HF0107
 HF0107.The modeled gravity was interpolated from observed gravity values.
 HF0107
 HF0107;                    North         East    Units  Estimated Accuracy
 HF0107;SPC KS S     -   451,510.      591,430.      MT  (+/- 180 meters Scaled)
 HF0107
 HF0107                          SUPERSEDED SURVEY CONTROL
 HF0107
 HF0107  NGVD 29 (??/??/92)  314.228  (m)         1030.93   (f) ADJ UNCH    1 2
 HF0107
 HF0107.Superseded values are not recommended for survey control.
 HF0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0107.See file dsdata.txt to determine how the superseded data were derived.
 HF0107
 HF0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG358104(NAD 83)
 HF0107_MARKER: Z = SEE DESCRIPTION
 HF0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0107+STABILITY: SURFACE MOTION
 HF0107
 HF0107  HISTORY     - Date     Condition        Report By
 HF0107  HISTORY     - UNK      MONUMENTED       MPRR
 HF0107  HISTORY     - 1933     GOOD             NGS
 HF0107
 HF0107                          STATION DESCRIPTION
 HF0107
 HF0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0107'2.5 MI E FROM WAUNETA.
 HF0107'ABOUT 2.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0107'WAUNETA, CHAUTAUQUA COUNTY, AT MILEPOST 470, ABOUT 150 YARDS WEST
 HF0107'OF A ROAD CROSSING THE TRACK, AND 6 FEET NORTH OF THE NORTH
 HF0107'RAIL.  THE TOP OF A COPPER PLUG, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0100 ***********************************************************************
 HF0100  DESIGNATION -  MILEPOST 475
 HF0100  PID         -  HF0100
 HF0100  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0100  USGS QUAD   -  CEDAR VALE EAST (1979)
 HF0100
 HF0100                         *CURRENT SURVEY CONTROL
 HF0100  ___________________________________________________________________
 HF0100* NAD 83(1986)-  37 04 33.     (N)    096 24 45.     (W)     SCALED    
 HF0100* NAVD 88     -       285.400  (meters)     936.35   (feet)  ADJUSTED  
 HF0100  ___________________________________________________________________
 HF0100  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 HF0100  DYNAMIC HT  -         285.167 (meters)     935.59  (feet)  COMP
 HF0100  MODELED GRAV-     979,806.6   (mgal)                       NAVD 88
 HF0100
 HF0100  VERT ORDER  -  FIRST     CLASS II
 HF0100
 HF0100.The horizontal coordinates were scaled from a topographic map and have
 HF0100.an estimated accuracy of +/- 6 seconds.
 HF0100
 HF0100.The orthometric height was determined by differential leveling
 HF0100.and adjusted by the National Geodetic Survey in June 1991..
 HF0100
 HF0100.The geoid height was determined by GEOID03.
 HF0100
 HF0100.The dynamic height is computed by dividing the NAVD 88
 HF0100.geopotential number by the normal gravity value computed on the
 HF0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0100.degrees latitude (g = 980.6199 gals.).
 HF0100
 HF0100.The modeled gravity was interpolated from observed gravity values.
 HF0100
 HF0100;                    North         East    Units  Estimated Accuracy
 HF0100;SPC KS S     -   447,490.      585,620.      MT  (+/- 180 meters Scaled)
 HF0100
 HF0100                          SUPERSEDED SURVEY CONTROL
 HF0100
 HF0100  NGVD 29 (??/??/92)  285.260  (m)          935.89   (f) ADJ UNCH    1 2
 HF0100
 HF0100.Superseded values are not recommended for survey control.
 HF0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0100.See file dsdata.txt to determine how the superseded data were derived.
 HF0100
 HF0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG300064(NAD 83)
 HF0100_MARKER: Z = SEE DESCRIPTION
 HF0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0100+STABILITY: SURFACE MOTION
 HF0100
 HF0100  HISTORY     - Date     Condition        Report By
 HF0100  HISTORY     - UNK      MONUMENTED       MPRR
 HF0100  HISTORY     - 1933     GOOD             NGS
 HF0100
 HF0100                          STATION DESCRIPTION
 HF0100
 HF0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0100'6 MI E FROM CEDAR VALE.
 HF0100'ABOUT 6.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0100'CEDAR VALE, CHAUTAUQUA COUNTY, ABOUT 2.5 MILES SOUTHWEST OF
 HF0100'WAUNETA, AT MILEPOST 475, AND 6 FEET WEST OF THE WEST RAIL.  THE
 HF0100'TOP OF A COPPER PLUG, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0095 ***********************************************************************
 HF0095  DESIGNATION -  MILEPOST 480
 HF0095  PID         -  HF0095
 HF0095  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0095  USGS QUAD   -  CEDAR VALE EAST (1979)
 HF0095
 HF0095                         *CURRENT SURVEY CONTROL
 HF0095  ___________________________________________________________________
 HF0095* NAD 83(1986)-  37 05 29.     (N)    096 29 13.     (W)     SCALED    
 HF0095* NAVD 88     -       271.825  (meters)     891.81   (feet)  ADJUSTED  
 HF0095  ___________________________________________________________________
 HF0095  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 HF0095  DYNAMIC HT  -         271.601 (meters)     891.08  (feet)  COMP
 HF0095  MODELED GRAV-     979,800.8   (mgal)                       NAVD 88
 HF0095
 HF0095  VERT ORDER  -  FIRST     CLASS II
 HF0095
 HF0095.The horizontal coordinates were scaled from a topographic map and have
 HF0095.an estimated accuracy of +/- 6 seconds.
 HF0095
 HF0095.The orthometric height was determined by differential leveling
 HF0095.and adjusted by the National Geodetic Survey in June 1991..
 HF0095
 HF0095.The geoid height was determined by GEOID03.
 HF0095
 HF0095.The dynamic height is computed by dividing the NAVD 88
 HF0095.geopotential number by the normal gravity value computed on the
 HF0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0095.degrees latitude (g = 980.6199 gals.).
 HF0095
 HF0095.The modeled gravity was interpolated from observed gravity values.
 HF0095
 HF0095;                    North         East    Units  Estimated Accuracy
 HF0095;SPC KS S     -   449,070.      578,960.      MT  (+/- 180 meters Scaled)
 HF0095
 HF0095                          SUPERSEDED SURVEY CONTROL
 HF0095
 HF0095  NGVD 29 (??/??/92)  271.686  (m)          891.36   (f) ADJ UNCH    1 2
 HF0095
 HF0095.Superseded values are not recommended for survey control.
 HF0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0095.See file dsdata.txt to determine how the superseded data were derived.
 HF0095
 HF0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG233079(NAD 83)
 HF0095_MARKER: Z = SEE DESCRIPTION
 HF0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0095+STABILITY: SURFACE MOTION
 HF0095
 HF0095  HISTORY     - Date     Condition        Report By
 HF0095  HISTORY     - UNK      MONUMENTED       MPRR
 HF0095  HISTORY     - 1933     GOOD             NGS
 HF0095
 HF0095                          STATION DESCRIPTION
 HF0095
 HF0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0095'1 MI E FROM CEDAR VALE.
 HF0095'ABOUT 1.0 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM CEDAR
 HF0095'VALE, CHAUTAUQUA COUNTY, AT MILEPOST 480, AND 6 FEET NORTH OF THE
 HF0095'NORTH RAIL.  A TOP OF A COPPER PLUG, SET IN THE TOP OF A CONCRETE
 HF0095'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0206 ***********************************************************************
 HF0206  DESIGNATION -  MILEPOST 485
 HF0206  PID         -  HF0206
 HF0206  STATE/COUNTY-  KS/COWLEY
 HF0206  USGS QUAD   -  CEDAR VALE WEST (1979)
 HF0206
 HF0206                         *CURRENT SURVEY CONTROL
 HF0206  ___________________________________________________________________
 HF0206* NAD 83(1986)-  37 06 20.     (N)    096 34 18.     (W)     SCALED    
 HF0206* NAVD 88     -       317.388  (meters)    1041.30   (feet)  ADJUSTED  
 HF0206  ___________________________________________________________________
 HF0206  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 HF0206  DYNAMIC HT  -         317.124 (meters)    1040.43  (feet)  COMP
 HF0206  MODELED GRAV-     979,792.2   (mgal)                       NAVD 88
 HF0206
 HF0206  VERT ORDER  -  FIRST     CLASS II
 HF0206
 HF0206.The horizontal coordinates were scaled from a topographic map and have
 HF0206.an estimated accuracy of +/- 6 seconds.
 HF0206
 HF0206.The orthometric height was determined by differential leveling
 HF0206.and adjusted by the National Geodetic Survey in June 1991..
 HF0206
 HF0206.The geoid height was determined by GEOID03.
 HF0206
 HF0206.The dynamic height is computed by dividing the NAVD 88
 HF0206.geopotential number by the normal gravity value computed on the
 HF0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0206.degrees latitude (g = 980.6199 gals.).
 HF0206
 HF0206.The modeled gravity was interpolated from observed gravity values.
 HF0206
 HF0206;                    North         East    Units  Estimated Accuracy
 HF0206;SPC KS S     -   450,480.      571,400.      MT  (+/- 180 meters Scaled)
 HF0206
 HF0206                          SUPERSEDED SURVEY CONTROL
 HF0206
 HF0206  NGVD 29 (??/??/92)  317.243  (m)         1040.82   (f) ADJ UNCH    1 2
 HF0206
 HF0206.Superseded values are not recommended for survey control.
 HF0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0206.See file dsdata.txt to determine how the superseded data were derived.
 HF0206
 HF0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG157093(NAD 83)
 HF0206_MARKER: Z = SEE DESCRIPTION
 HF0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0206+STABILITY: SURFACE MOTION
 HF0206
 HF0206  HISTORY     - Date     Condition        Report By
 HF0206  HISTORY     - UNK      MONUMENTED       MPRR
 HF0206  HISTORY     - 1933     GOOD             NGS
 HF0206
 HF0206                          STATION DESCRIPTION
 HF0206
 HF0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0206'4 MI W FROM CEDAR VALE.
 HF0206'IN COWLEY COUNTY, ABOUT 4.0 MILES WEST ALONG THE MISSOURI
 HF0206'PACIFIC RAILROAD FROM CEDAR VALE, CHAUTAUQUA COUNTY, ABOUT 16
 HF0206'RAILS WEST OF A GRADE CROSSING AT TAUSSIG, AT STATION 874+95, AND
 HF0206'10 FEET NORTH OF THE CENTER LINE OF THE TRACK.  THE TOP OF AN
 HF0206'IRON ROD, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0199 ***********************************************************************
 HF0199  DESIGNATION -  MILEPOST 490
 HF0199  PID         -  HF0199
 HF0199  STATE/COUNTY-  KS/COWLEY
 HF0199  USGS QUAD   -  DEXTER (1962)
 HF0199
 HF0199                         *CURRENT SURVEY CONTROL
 HF0199  ___________________________________________________________________
 HF0199* NAD 83(1986)-  37 07 41.     (N)    096 37 34.     (W)     SCALED    
 HF0199* NAVD 88     -       407.238  (meters)    1336.08   (feet)  ADJUSTED  
 HF0199  ___________________________________________________________________
 HF0199  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HF0199  DYNAMIC HT  -         406.894 (meters)    1334.95  (feet)  COMP
 HF0199  MODELED GRAV-     979,773.5   (mgal)                       NAVD 88
 HF0199
 HF0199  VERT ORDER  -  FIRST     CLASS II
 HF0199
 HF0199.The horizontal coordinates were scaled from a topographic map and have
 HF0199.an estimated accuracy of +/- 6 seconds.
 HF0199
 HF0199.The orthometric height was determined by differential leveling
 HF0199.and adjusted by the National Geodetic Survey in June 1991..
 HF0199
 HF0199.The geoid height was determined by GEOID03.
 HF0199
 HF0199.The dynamic height is computed by dividing the NAVD 88
 HF0199.geopotential number by the normal gravity value computed on the
 HF0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0199.degrees latitude (g = 980.6199 gals.).
 HF0199
 HF0199.The modeled gravity was interpolated from observed gravity values.
 HF0199
 HF0199;                    North         East    Units  Estimated Accuracy
 HF0199;SPC KS S     -   452,880.      566,510.      MT  (+/- 180 meters Scaled)
 HF0199
 HF0199                          SUPERSEDED SURVEY CONTROL
 HF0199
 HF0199  NGVD 29 (??/??/92)  407.090  (m)         1335.59   (f) ADJ UNCH    1 2
 HF0199
 HF0199.Superseded values are not recommended for survey control.
 HF0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0199.See file dsdata.txt to determine how the superseded data were derived.
 HF0199
 HF0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG108117(NAD 83)
 HF0199_MARKER: Z = SEE DESCRIPTION
 HF0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0199_SP_SET: STONE POST
 HF0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0199+STABILITY: SURFACE MOTION
 HF0199
 HF0199  HISTORY     - Date     Condition        Report By
 HF0199  HISTORY     - UNK      MONUMENTED       MPRR
 HF0199  HISTORY     - 1933     GOOD             NGS
 HF0199
 HF0199                          STATION DESCRIPTION
 HF0199
 HF0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0199'0.8 MI SE FROM HOOSER.
 HF0199'ABOUT 0.8 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 HF0199'FROM HOOSER, COWLEY COUNTY, AT STATION 9008+95, AND 10 FEET
 HF0199'EAST OF THE TRACK.  THE TOP OF A METAL ROD, SET IN THE TOP OF A
 HF0199'STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0190 ***********************************************************************
 HF0190  DESIGNATION -  MILEPOST 495
 HF0190  PID         -  HF0190
 HF0190  STATE/COUNTY-  KS/COWLEY
 HF0190  USGS QUAD   -  DEXTER (1962)
 HF0190
 HF0190                         *CURRENT SURVEY CONTROL
 HF0190  ___________________________________________________________________
 HF0190* NAD 83(1986)-  37 09 00.     (N)    096 41 47.     (W)     SCALED    
 HF0190* NAVD 88     -       396.190  (meters)    1299.83   (feet)  ADJUSTED  
 HF0190  ___________________________________________________________________
 HF0190  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HF0190  DYNAMIC HT  -         395.855 (meters)    1298.73  (feet)  COMP
 HF0190  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 HF0190
 HF0190  VERT ORDER  -  FIRST     CLASS II
 HF0190
 HF0190.The horizontal coordinates were scaled from a topographic map and have
 HF0190.an estimated accuracy of +/- 6 seconds.
 HF0190
 HF0190.The orthometric height was determined by differential leveling
 HF0190.and adjusted by the National Geodetic Survey in June 1991..
 HF0190
 HF0190.The geoid height was determined by GEOID03.
 HF0190
 HF0190.The dynamic height is computed by dividing the NAVD 88
 HF0190.geopotential number by the normal gravity value computed on the
 HF0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0190.degrees latitude (g = 980.6199 gals.).
 HF0190
 HF0190.The modeled gravity was interpolated from observed gravity values.
 HF0190
 HF0190;                    North         East    Units  Estimated Accuracy
 HF0190;SPC KS S     -   455,190.      560,220.      MT  (+/- 180 meters Scaled)
 HF0190
 HF0190                          SUPERSEDED SURVEY CONTROL
 HF0190
 HF0190  NGVD 29 (??/??/92)  396.049  (m)         1299.37   (f) ADJ UNCH    1 2
 HF0190
 HF0190.Superseded values are not recommended for survey control.
 HF0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0190.See file dsdata.txt to determine how the superseded data were derived.
 HF0190
 HF0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG045139(NAD 83)
 HF0190_MARKER: Z = SEE DESCRIPTION
 HF0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0190+STABILITY: SURFACE MOTION
 HF0190
 HF0190  HISTORY     - Date     Condition        Report By
 HF0190  HISTORY     - UNK      MONUMENTED       MPRR
 HF0190  HISTORY     - 1933     GOOD             NGS
 HF0190
 HF0190                          STATION DESCRIPTION
 HF0190
 HF0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0190'4 MI NW FROM HOOSER.
 HF0190'ABOUT 4.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 HF0190'FROM HOOSER, COWLEY COUNTY, AT MILEPOST 495, AT STATION 927+95,
 HF0190'AND 8 FEET NORTH OF THE CENTER LINE OF THE TRACK.  THE TOP
 HF0190'OF AN IRON ROD, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0742 ***********************************************************************
 HH0742  DESIGNATION -  MILEPOST SULLIVAN GRAIN ELEV
 HH0742  PID         -  HH0742
 HH0742  STATE/COUNTY-  KS/GRANT
 HH0742  USGS QUAD   -  ULYSSES SW (1978)
 HH0742
 HH0742                         *CURRENT SURVEY CONTROL
 HH0742  ___________________________________________________________________
 HH0742* NAD 83(1997)-  37 33 49.35688(N)    101 27 24.75688(W)     ADJUSTED  
 HH0742* NAVD 88     -                                                        
 HH0742  ___________________________________________________________________
 HH0742  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 HH0742  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 HH0742
 HH0742  HORZ ORDER  -  THIRD
 HH0742
 HH0742.The horizontal coordinates were established by classical geodetic methods
 HH0742.and adjusted by the National Geodetic Survey in October 1998..
 HH0742
 HH0742
 HH0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0742
 HH0742.The geoid height was determined by GEOID03.
 HH0742
 HH0742;                    North         East     Units Scale Factor Converg.
 HH0742;SPC KS S     -   503,700.009   138,814.728   MT  0.99995489   -1 49 01.5
 HH0742;UTM  14      - 4,160,246.893   283,003.880   MT  1.00018003   -1 29 54.2
 HH0742
 HH0742                          SUPERSEDED SURVEY CONTROL
 HH0742
 HH0742  NAD 83(1997)-  37 33 49.36092(N)    101 27 24.75477(W) AD(       ) 4
 HH0742  NAD 83(1986)-  37 33 49.36360(N)    101 27 24.74998(W) AD(       ) 4
 HH0742  NAD 27      -  37 33 49.29396(N)    101 27 23.13802(W) AD(       ) 3
 HH0742
 HH0742.Superseded values are not recommended for survey control.
 HH0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0742.See file dsdata.txt to determine how the superseded data were derived.
 HH0742
 HH0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG8300460247(NAD 83)
 HH0742_MARKER: 65 = GRAIN ELEVATOR
 HH0742
 HH0742  HISTORY     - Date     Condition        Report By
 HH0742  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0742
 HH0742                          STATION DESCRIPTION
 HH0742
 HH0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0742'THE STATION IS THE CENTER OF THE VENTILATOR ATOP THE WHITE
 HH0742'COLORED, 160-FOOT HIGH GRAIN ELEVATOR 5 MILES WEST OF ULYSSES
 HH0742'AND 1 MILE SOUTH OF U.S. HIGHWAY 160.  THE RAILROAD USES
 HH0742'THE NAME SULLIVAN SPUR, MILEPOST 29 TO DESIGNATE THIS COMMUNITY,
 HH0742'BUT THE COMMUNITY IS KNOWN LOCALLY AS MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1114 ***********************************************************************
 KF1114  DESIGNATION -  MILFORD
 KF1114  PID         -  KF1114
 KF1114  STATE/COUNTY-  KS/GEARY
 KF1114  USGS QUAD   -  MILFORD (1991)
 KF1114
 KF1114                         *CURRENT SURVEY CONTROL
 KF1114  ___________________________________________________________________
 KF1114* NAD 83(1997)-  39 10 20.89316(N)    096 54 45.13068(W)     ADJUSTED  
 KF1114* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 KF1114  ___________________________________________________________________
 KF1114  LAPLACE CORR-          -7.82  (seconds)                    DEFLEC99
 KF1114  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 KF1114
 KF1114  HORZ ORDER  -  THIRD
 KF1114
 KF1114.The horizontal coordinates were established by classical geodetic methods
 KF1114.and adjusted by the National Geodetic Survey in October 1998..
 KF1114
 KF1114.The orthometric height was scaled from a topographic map.
 KF1114
 KF1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1114
 KF1114.The geoid height was determined by GEOID03.
 KF1114
 KF1114;                    North         East     Units Scale Factor Converg.
 KF1114;SPC KS N     -    93,717.771   493,967.718   MT  0.99995778   +0 41 17.0
 KF1114;UTM  14      - 4,337,991.531   680,325.644   MT  1.00000040   +1 19 08.1
 KF1114
 KF1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1114!SPC KS N     -   0.99994667  x   0.99995778  =   0.99990445
 KF1114!UTM  14      -   0.99994667  x   1.00000040  =   0.99994707
 KF1114
 KF1114|---------------------------------------------------------------------|
 KF1114| PID    Reference Object                     Distance      Geod. Az  |
 KF1114|                                                           dddmmss.s |
 KF1114| KF1113 MILFORD MUNICIPAL TANK               13.290 METERS 02429     |
 KF1114| CL7894 MILFORD AZ MK                                      0652556.3 |
 KF1114| CL7895 MILFORD RM 1                         26.852 METERS 13717     |
 KF1114| KF1111 MILFORD 2                            31.127 METERS 14346     |
 KF1114| CL7896 MILFORD RM 2                         29.825 METERS 26248     |
 KF1114| KF1112 MILFORD NEW MUNICIPAL TANK          387.131 METERS 35042     |
 KF1114|---------------------------------------------------------------------|
 KF1114
 KF1114                          SUPERSEDED SURVEY CONTROL
 KF1114
 KF1114  NAD 83(1986)-  39 10 20.89986(N)    096 54 45.12897(W) AD(       ) 3
 KF1114  NAD 27      -  39 10 20.91600(N)    096 54 44.08800(W) AD(       ) 3
 KF1114
 KF1114.Superseded values are not recommended for survey control.
 KF1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1114.See file dsdata.txt to determine how the superseded data were derived.
 KF1114
 KF1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8032637992(NAD 83)
 KF1114_MARKER: DS = TRIANGULATION STATION DISK
 KF1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1114
 KF1114  HISTORY     - Date     Condition        Report By
 KF1114  HISTORY     - 1947     MONUMENTED       CGS
 KF1114  HISTORY     - 1963     GOOD             CGS
 KF1114  HISTORY     - 1964     GOOD             CGS
 KF1114
 KF1114                          STATION DESCRIPTION
 KF1114
 KF1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1114'LOCATED AT THE NORTH EDGE OF THE TOWN OF MILFORD AT THE SITE OF
 KF1114'THE MILFORD MUNICIPAL WATER TANK, 21 FEET NORTHEAST OF A FENCE
 KF1114'CORNER AND 11 FEET NORTH-NORTHWEST OF A REFERENCE POST AND AN
 KF1114'EAST-WEST WIRE FENCE.  IT IS STAMPED MILFORD 1947 AND PROJECTS
 KF1114'3 INCHES.
 KF1114'
 KF1114'REFERENCE MARK NO. 1 IS 36 FEET SOUTH OF THE CENTER OF A TRACK
 KF1114'ROAD, 35 FEET EAST OF THE CENTER OF A FARM LANE AND 11.5 FEET
 KF1114'SOUTH OF A FENCE CORNER.  IT IS STAMPED MILFORD NO 1 1947 AND
 KF1114'PROJECTS 6 INCHES.
 KF1114'
 KF1114'REFERENCE MARK NO. 2 IS 97.5 FEET WEST OF A FENCE CORNER, 13.5
 KF1114'FEET EAST OF AN 18-INCH TREE AND 1.5 FEET NORTH OF A WIRE FENCE.
 KF1114'IT IS STAMPED MILFORD NO 2 1947 AND PROJECTS 6 INCHES.
 KF1114'
 KF1114'THE AZIMUTH MARK IS 20 FEET SOUTH OF THE CENTER OF A GRADED DIRT
 KF1114'ROAD, 15 FEET NORTH OF THE CENTER OF A FARM LANE, 2 FEET WEST
 KF1114'OF A REFERENCE POST AND 1 FOOT NORTH OF A WIRE FENCE.  IT IS
 KF1114'STAMPED MILFORD 1947 AND PROJECTS 3 INCHES.
 KF1114'
 KF1114'THE MILFORD MUNICIPAL WATER TANK IS ABOUT 100 FEET HIGH, PAINTED
 KF1114'SILVER AND HAS A BALL AT ITS APEX.  THERE IS A CATWALK AT THE
 KF1114'BASE OF THE TANK PROPER.  THE TANK PROPER IS SUPPORTED BY
 KF1114'FOUR STEEL TRUSSWORK LEGS.
 KF1114'
 KF1114'A 74 FOOT SIGNAL AT MAGIC IS VISIBLE AT 37 FEET.
 KF1114'
 KF1114'A 74 FOOT SIGNAL AT PLEASANT IS VISIBLE AT 37 FEET.
 KF1114'
 KF1114'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.1
 KF1114'MILE, THEN LEFT, NORTH, FOR 0.2 MILE, THEN RIGHT, EAST, FOR 0.4
 KF1114'MILE TO THE MARK ON THE RIGHT.
 KF1114'
 KF1114'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KF1114
 KF1114                          STATION RECOVERY (1963)
 KF1114
 KF1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF1114'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF1114'FOUND IN GOOD CONDITION EXCEPT THE STATION MARK WHICH HAD BEEN
 KF1114'HIT AND THE TOP SEARED OFF.  THE STATION AND REFERENCE MARKS
 KF1114'WILL BE MOVED AT A LATER DATE.  THE NEW TOWNSITE OF MILFORD IS
 KF1114'BEING PLOTTED IN THIS AREA AND WHEN A SAFE LOCATION FOR THE NEW
 KF1114'STATION CAN BE DETERMINED, THE MARKS WILL BE MOVED.
 KF1114
 KF1114                          STATION RECOVERY (1964)
 KF1114
 KF1114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KF1114'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF1114'FOUND IN GOOD CONDITION, EXCEPT THE SURFACE STATION HAD BEEN
 KF1114'DISPLACED.  THE UNDERGROUND STATION MARK WAS FOUND IN GOOD
 KF1114'CONDITION, BUT THE NEW TOWNSITE FOR MILFORD WILL DESTROY THE
 KF1114'REFERENCE MARKS AND THE STATION WOULD BE IN THE MIDDLE OF A
 KF1114'STREET, SO A NEW STATION, MILFORD 2, WAS ESTABLISHED.  THE
 KF1114'UNDERGROUND MARK FOR THIS STATION WAS LEFT IN PLACE.  FOR
 KF1114'DETAILS, SEE THE DESCRIPTION FOR MILFORD 2 1964.
 KF1114'
 KF1114'THE LINE OF SIGHT FROM THIS STATION TO THE AZIMUTH MARK WAS
 KF1114'OBSTRUCTED BY A HOUSE NEAR THE STATION, SO THE MILFORD, MUNI.,
 KF1114'WATER TANK (NEW) WAS INTERSECTED FROM SUFFICIENT STATIONS
 KF1114'TO MAKE IT USABLE FOR AZIMUTH DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1111 ***********************************************************************
 KF1111  DESIGNATION -  MILFORD 2
 KF1111  PID         -  KF1111
 KF1111  STATE/COUNTY-  KS/GEARY
 KF1111  USGS QUAD   -  MILFORD (1991)
 KF1111
 KF1111                         *CURRENT SURVEY CONTROL
 KF1111  ___________________________________________________________________
 KF1111* NAD 83(1997)-  39 10 20.07896(N)    096 54 44.36428(W)     ADJUSTED  
 KF1111* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 KF1111  ___________________________________________________________________
 KF1111  LAPLACE CORR-          -7.81  (seconds)                    DEFLEC99
 KF1111  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 KF1111
 KF1111  HORZ ORDER  -  THIRD
 KF1111
 KF1111.The horizontal coordinates were established by classical geodetic methods
 KF1111.and adjusted by the National Geodetic Survey in October 1998..
 KF1111.No horizontal observational check was made to the station.
 KF1111
 KF1111.The orthometric height was scaled from a topographic map.
 KF1111
 KF1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1111
 KF1111.The geoid height was determined by GEOID03.
 KF1111
 KF1111;                    North         East     Units Scale Factor Converg.
 KF1111;SPC KS N     -    93,692.886   493,986.414   MT  0.99995778   +0 41 17.5
 KF1111;UTM  14      - 4,337,966.852   680,344.614   MT  1.00000048   +1 19 08.6
 KF1111
 KF1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1111!SPC KS N     -   0.99994667  x   0.99995778  =   0.99990445
 KF1111!UTM  14      -   0.99994667  x   1.00000048  =   0.99994715
 KF1111
 KF1111:                Primary Azimuth Mark                     Grid Az
 KF1111:SPC KS N     -  MILFORD 2 AZ MK                          069 22 03.7
 KF1111:UTM  14      -  MILFORD 2 AZ MK                          068 44 12.6
 KF1111
 KF1111|---------------------------------------------------------------------|
 KF1111| PID    Reference Object                     Distance      Geod. Az  |
 KF1111|                                                           dddmmss.s |
 KF1111| CL7898 MILFORD 2 AZ MK                                    0700321.2 |
 KF1111| CL7900 MILFORD 2 RM 3                       22.281 METERS 25616     |
 KF1111| KF0846 WAKEFIELD TANK                      APPROX.10.0 KM 2962038.8 |
 KF1111| KF1114 MILFORD                              31.127 METERS 32346     |
 KF1111| KF1112 MILFORD NEW MUNICIPAL TANK          415.124 METERS 3484447.7 |
 KF1111| CL7899 MILFORD RM 1                          5.383 METERS 35809     |
 KF1111|---------------------------------------------------------------------|
 KF1111
 KF1111                          SUPERSEDED SURVEY CONTROL
 KF1111
 KF1111  NAD 83(1986)-  39 10 20.08567(N)    096 54 44.36257(W) AD(       ) 3
 KF1111  NAD 27      -  39 10 20.10190(N)    096 54 43.32210(W) AD(       ) 3
 KF1111
 KF1111.Superseded values are not recommended for survey control.
 KF1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1111.See file dsdata.txt to determine how the superseded data were derived.
 KF1111
 KF1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8034537967(NAD 83)
 KF1111_MARKER: DS = TRIANGULATION STATION DISK
 KF1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1111_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF1111
 KF1111  HISTORY     - Date     Condition        Report By
 KF1111  HISTORY     - 1964     MONUMENTED       CGS
 KF1111  HISTORY     - 1978     GOOD             USE
 KF1111
 KF1111                          STATION DESCRIPTION
 KF1111
 KF1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KF1111'STATION IS LOCATED AT THE SOUTHEAST EDGE OF THE NEW TOWNSITE
 KF1111'OF MILFORD ABOUT 1/4 MILE SOUTH OF THE NEW WATER TANK IN THE
 KF1111'NE 1/4 OF SEC. 19, T 10 S., R. 5 E. ON HIGH GROUND ABOUT 1/2
 KF1111'MILE EAST OF THE REPUBLICAN RIVER AND MILFORD RESERVIOR, 144 FEET
 KF1111'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE IN THE
 KF1111'NORTHEAST ANGLE OF THE INTERSECTION WHITING AND 9TH STREETS,
 KF1111'76 FEET SOUTHEAST OF THE INTERSECTION OF THE CENTERLINES OF
 KF1111'9TH AND WHITING STREETS, 73 FEET EAST OF A RED FIREPLUG, 66
 KF1111'FEET SOUTH OF THE CENTERLINE OF 9TH STREET, 38 FEET EAST OF
 KF1111'THE CENTERLINE OF WHITING STREET, AND 1 FOOT NORTH OF A NEW
 KF1111'STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 2 INCHES
 KF1111'AND THE DISK IS STAMPED MILFORD 2 1964.
 KF1111'
 KF1111'REFERENCE MARK NO. 1 IS 17.66 FEET NORTH OF THE STATION, 128
 KF1111'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE IN THE
 KF1111'NORTHEAST ANGLE OF 9TH AND WHITING STREETS, 48 FEET SOUTH OF
 KF1111'THE CENTERLINE OF 9TH STREET, AND 38 FEET EAST OF THE CENTERLINE
 KF1111'OF WHITING STREET.  THE MARK PROJECTS 4 INCHES AND THE DISK
 KF1111'IS STAMPED MILFORD NO 1 1947.  (NOTE- THIS MARK POINTS NORTHWEST
 KF1111'TOWARD THE OLD STATION SITE INSTEAD OF POINTING SOUTH TOWARD
 KF1111'THE NEW STATION.)
 KF1111'
 KF1111'REFERENCE MARK NO. 3 IS 73.10 FEET WEST OF THE STATION, 33 FEET
 KF1111'WEST OF THE CENTERLINE OF WHITING STREET, AND 2 FEET SOUTH OF
 KF1111'A RED FIREPLUG.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 KF1111'STAMPED MILFORD 2 NO 3 1964.
 KF1111'
 KF1111'AZIMUTH MARK IS 0.7 MILE EAST-NORTHEAST OF THE STATION, 165
 KF1111'FEET WEST OF THE WEST GATE POST FOR WIRE GATE AND FENCE CORNER,
 KF1111'20 FEET SOUTH OF THE CENTER OF A GRADED ROAD, AND 1 FOOT NORTH
 KF1111'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KF1111'MILFORD 2 1964.
 KF1111'
 KF1111'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON 9TH STREET
 KF1111'FOR 0.1 MILE.  TURN LEFT AND GO NORTH FOR 0.2 MILE TO A ROAD
 KF1111'GOING EAST.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.55 MILE
 KF1111'TO THE AZIMUTH MARK ON THE RIGHT.
 KF1111'
 KF1111'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF1111
 KF1111                          STATION RECOVERY (1978)
 KF1111
 KF1111'RECOVERY NOTE BY US ENGINEERS 1978 (WDD)
 KF1111'MILFORD 2 1964 STA. O.K.  HOWEVER FENCE POST HAS BEEN SET AGAINST
 KF1111'MONUMENT ON NORTH SIDE.  REF. NO. 1 AND NO. 3 RECOVERED OK AND
 KF1111'DISTANCES TO MONUMENT OK.  AZIMUTH MARK HAS BEEN HIT VERY HARD AND
 KF1111'IS LEANING TO THE SOUTH.
 KF1111'
 KF1111'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST EDGE OF MILFORD
 KF1111'KANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1113 ***********************************************************************
 KF1113  DESIGNATION -  MILFORD MUNICIPAL TANK
 KF1113  PID         -  KF1113
 KF1113  STATE/COUNTY-  KS/GEARY
 KF1113  USGS QUAD   -  MILFORD (1991)
 KF1113
 KF1113                         *CURRENT SURVEY CONTROL
 KF1113  ___________________________________________________________________
 KF1113* NAD 83(1997)-  39 10 21.28535(N)    096 54 44.90119(W)     ADJUSTED  
 KF1113* NAVD 88     -                                                        
 KF1113  ___________________________________________________________________
 KF1113  LAPLACE CORR-          -7.82  (seconds)                    DEFLEC99
 KF1113  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 KF1113
 KF1113  HORZ ORDER  -  THIRD
 KF1113
 KF1113.The horizontal coordinates were established by classical geodetic methods
 KF1113.and adjusted by the National Geodetic Survey in October 1998..
 KF1113
 KF1113
 KF1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1113
 KF1113.The geoid height was determined by GEOID03.
 KF1113
 KF1113;                    North         East     Units Scale Factor Converg.
 KF1113;SPC KS N     -    93,729.931   493,973.080   MT  0.99995778   +0 41 17.1
 KF1113;UTM  14      - 4,338,003.749   680,330.873   MT  1.00000042   +1 19 08.3
 KF1113
 KF1113                          SUPERSEDED SURVEY CONTROL
 KF1113
 KF1113  NAD 83(1986)-  39 10 21.29222(N)    096 54 44.89996(W) AD(       ) 4
 KF1113  NAD 27      -  39 10 21.31000(N)    096 54 43.86000(W) AD(       ) 3
 KF1113
 KF1113.Superseded values are not recommended for survey control.
 KF1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1113.See file dsdata.txt to determine how the superseded data were derived.
 KF1113
 KF1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8033138004(NAD 83)
 KF1113_MARKER: 53 = ELEVATED TANK
 KF1113
 KF1113  HISTORY     - Date     Condition        Report By
 KF1113  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1113
 KF1113                          STATION DESCRIPTION
 KF1113
 KF1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1113'LOCATED ABOUT 0.75 MILE NORTH OF THE CENTER OF THE TOWN OF MILFORD,
 KF1113'0.1 MILE WEST OF A GRAVEL ROAD AND 25 FEET NORTH OF A WIRE FENCE AT
 KF1113'THE SOUTH EDGE OF A CULTIVATED FIELD.
 KF1113'
 KF1113'TANK IS ABOUT 100 FEET HIGH, PAINTED SILVER AND HAS A BALL AT ITS
 KF1113'APEX.  THERE IS A CATWALK AT THE BASE OF THE TANK PROPER.  THE
 KF1113'TANK PROPER IS SUPPORTED BY FOUR STEEL TRUSSWORK LEGS.
 KF1113'
 KF1113'THE POINT OBSERVED WAS THE BALL AT THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1112 ***********************************************************************
 KF1112  DESIGNATION -  MILFORD NEW MUNICIPAL TANK
 KF1112  PID         -  KF1112
 KF1112  STATE/COUNTY-  KS/GEARY
 KF1112  USGS QUAD   -  MILFORD (1991)
 KF1112
 KF1112                         *CURRENT SURVEY CONTROL
 KF1112  ___________________________________________________________________
 KF1112* NAD 83(1997)-  39 10 33.28135(N)    096 54 47.73929(W)     ADJUSTED  
 KF1112* NAVD 88     -                                                        
 KF1112  ___________________________________________________________________
 KF1112  LAPLACE CORR-          -7.91  (seconds)                    DEFLEC99
 KF1112  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 KF1112
 KF1112  HORZ ORDER  -  THIRD
 KF1112
 KF1112.The horizontal coordinates were established by classical geodetic methods
 KF1112.and adjusted by the National Geodetic Survey in October 1998..
 KF1112
 KF1112
 KF1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1112
 KF1112.The geoid height was determined by GEOID03.
 KF1112
 KF1112;                    North         East     Units Scale Factor Converg.
 KF1112;SPC KS N     -    94,099.010   493,900.522   MT  0.99995770   +0 41 15.3
 KF1112;UTM  14      - 4,338,372.023   680,254.252   MT  1.00000008   +1 19 06.8
 KF1112
 KF1112                          SUPERSEDED SURVEY CONTROL
 KF1112
 KF1112  NAD 83(1986)-  39 10 33.28782(N)    096 54 47.73699(W) AD(       ) 4
 KF1112  NAD 27      -  39 10 33.29500(N)    096 54 46.69400(W) AD(       ) 3
 KF1112
 KF1112.Superseded values are not recommended for survey control.
 KF1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1112.See file dsdata.txt to determine how the superseded data were derived.
 KF1112
 KF1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8025438372(NAD 83)
 KF1112_MARKER: 51 = TANK
 KF1112
 KF1112  HISTORY     - Date     Condition        Report By
 KF1112  HISTORY     - 1964     FIRST OBSERVED   CGS
 KF1112
 KF1112                          STATION DESCRIPTION
 KF1112
 KF1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KF1112'THE BUILDING OF MILFORD DAM ON THE REPUBLICAN RIVER HAS
 KF1112'NECESSIATED THE RELOCATION OF THE TOWN OF MILFORD TO HIGHER
 KF1112'GROUND.  THE OLD MILFORD MUNI., WATER TANK LOCATED IN 1947 IS
 KF1112'BEING RAZED AND SHOULD BE LISTED AS DESTROYED.  A DESCRIPTION FOR
 KF1112'THIS NEW TANK FOLLOWS.
 KF1112'
 KF1112'THIS NEW TANK IS LOCATED AT THE NORTH EDGE OF THE NEW TOWNSITE OF
 KF1112'MILFORD AND APPROXIMATELY 1/4 MILE NORTH OF THE LOCATION OF THE
 KF1112'OLD TANK.
 KF1112'
 KF1112'TANK IS ABOUT 75 FEET IN HEIGHT AND IS THE SPHERE TYPE OF WATER
 KF1112'TANK, A ROUGH DIAGRAM OF WHICH IS SHOWN BELOW.  THE POINT
 KF1112'INTERSECTED WAS THE DOWN STEM FROM THE SPHERE OR BALL ON TOP.
 KF1112'
 KF1112'THIS INTERSECTION STATION WAS OBSERVED FROM TRIANGULATION STATIONS
 KF1112'WILMER 2, PLEASANT, VINTON, AND MILFORD 2 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0179 ***********************************************************************
 KF0179  CBN         -  This is a Cooperative Base Network Control Station.
 KF0179  DESIGNATION -  MILL
 KF0179  PID         -  KF0179
 KF0179  STATE/COUNTY-  KS/WABAUNSEE
 KF0179  USGS QUAD   -  MC FARLAND (1978)
 KF0179
 KF0179                         *CURRENT SURVEY CONTROL
 KF0179  ___________________________________________________________________
 KF0179* NAD 83(1997)-  39 03 39.15369(N)    096 10 34.00577(W)     ADJUSTED  
 KF0179* NAVD 88     -       339.206  (meters)    1112.88   (feet)  ADJUSTED  
 KF0179  ___________________________________________________________________
 KF0179  X           -    -533,546.858 (meters)                     COMP
 KF0179  Y           -  -4,930,526.806 (meters)                     COMP
 KF0179  Z           -   3,997,761.377 (meters)                     COMP
 KF0179  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 KF0179  ELLIP HEIGHT-         308.65  (meters)          (08/16/04) GPS OBS
 KF0179  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 KF0179  DYNAMIC HT  -         338.980 (meters)    1112.14  (feet)  COMP
 KF0179  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 KF0179
 KF0179  HORZ ORDER  -  B
 KF0179  VERT ORDER  -  SECOND    CLASS 0
 KF0179  ELLP ORDER  -  FOURTH    CLASS II
 KF0179
 KF0179.The horizontal coordinates were established by GPS observations
 KF0179.and adjusted by the National Geodetic Survey in December 1997..
 KF0179
 KF0179.The orthometric height was determined by differential leveling
 KF0179.and adjusted by the National Geodetic Survey in June 1991..
 KF0179
 KF0179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0179
 KF0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0179
 KF0179.The ellipsoidal height was determined by GPS observations
 KF0179.and is referenced to NAD 83.
 KF0179
 KF0179.The geoid height was determined by GEOID03.
 KF0179
 KF0179.The dynamic height is computed by dividing the NAVD 88
 KF0179.geopotential number by the normal gravity value computed on the
 KF0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0179.degrees latitude (g = 980.6199 gals.).
 KF0179
 KF0179.The modeled gravity was interpolated from observed gravity values.
 KF0179
 KF0179;                    North         East     Units Scale Factor Converg.
 KF0179;SPC KS N     -    82,354.737   557,844.698   MT  0.99996231   +1 09 14.4
 KF0179;UTM  14      - 4,327,328.035   744,336.253   MT  1.00033517   +1 46 49.2
 KF0179
 KF0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0179!SPC KS N     -   0.99995158  x   0.99996231  =   0.99991389
 KF0179!UTM  14      -   0.99995158  x   1.00033517  =   1.00028673
 KF0179
 KF0179|---------------------------------------------------------------------|
 KF0179| PID    Reference Object                     Distance      Geod. Az  |
 KF0179|                                                           dddmmss.s |
 KF0179| KF0180 MILL RM 1                             9.918 METERS 11503     |
 KF0179| KF1023 MAPLE HILL TV STA WIBW TOWER        APPROX.12.5 KM 1190135.8 |
 KF0179| KF0173 SPRING                              APPROX. 2.6 KM 2820557.3 |
 KF0179| KF0178 MILL RM 2                             9.465 METERS 29459     |
 KF0179|---------------------------------------------------------------------|
 KF0179
 KF0179                          SUPERSEDED SURVEY CONTROL
 KF0179
 KF0179  ELLIP H (12/22/97)  308.66   (m)                       GP(       ) 4 1
 KF0179  NAD 83(1986)-  39 03 39.15936(N)    096 10 34.00215(W) AD(       ) 2
 KF0179  NAD 27      -  39 03 39.16525(N)    096 10 33.02549(W) AD(       ) 2
 KF0179  NAVD 88 (12/22/97)  339.21   (m)         1112.9    (f) LEVELING    3  
 KF0179  NGVD 29 (??/??/92)  339.067  (m)         1112.42   (f) ADJ UNCH    2 0
 KF0179
 KF0179.Superseded values are not recommended for survey control.
 KF0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0179.See file dsdata.txt to determine how the superseded data were derived.
 KF0179
 KF0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ4433627328(NAD 83)
 KF0179_MARKER: DE = TRAVERSE STATION DISK
 KF0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0179_STAMPING: MILL 1970
 KF0179_MARK LOGO: CGS   
 KF0179_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0179+STABILITY: SURFACE MOTION
 KF0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0179+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1997
 KF0179
 KF0179  HISTORY     - Date     Condition        Report By
 KF0179  HISTORY     - 1970     MONUMENTED       NGS
 KF0179  HISTORY     - 1970     GOOD             NGS
 KF0179  HISTORY     - 19970306 GOOD             NGS
 KF0179
 KF0179                          STATION DESCRIPTION
 KF0179
 KF0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0179'THE STATION IS LOCATED APPROXIMATELY 12 MILES SOUTHEAST OF
 KF0179'WAMEGO, 0.6 MILE SOUTHWEST OF PAXICO, ATOP A HIGH CUT BANK ON
 KF0179'THE NORTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70, IN THE SE 1/4
 KF0179'SECTION 27, T11S, R11E.
 KF0179'
 KF0179'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70
 KF0179'AND STATE HIGHWAY 99, WHICH IS 9.5 MILES SOUTH-SOUTHEAST OF
 KF0179'WAMEGO, GO EAST ON INTERSTATE HIGHWAY 70 FOR 6.05 MILES TO THE
 KF0179'STATION ON THE LEFT.
 KF0179'
 KF0179'STATION MARKS, ARE STANDARD TRAVERSE DISKS STAMPED MILL 1970.
 KF0179'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0179'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KF0179'10 FEET NORTH OF THE EDGE OF THE CUT BANK, 5.3 FEET SOUTH OF A
 KF0179'METAL WITNESS POST AND 4.0 FEET SOUTH-SOUTHWEST OF A BARBED WIRE
 KF0179'FENCE.  THE UNDERGROUND DISK IS CEMENTED IN AN IRREGULAR MASS OF
 KF0179'CONCRETE WHICH IS 42 INCHES BELOW THE GROUND SURFACE.
 KF0179'
 KF0179'REFERENCE MARK 1, A STANDARD DISK STAMPED MILL NO 1 1970, IS SET
 KF0179'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KF0179'FLUSH WITH THE GROUND SURFACE.  IT IS 35.3 FEET WEST-SOUTHWEST OF
 KF0179'THE WITNESS POST, 15 FEET NORTH OF THE EDGE OF THE CUT BANK AND
 KF0179'3.3 FEET SOUTH OF THE FENCE.
 KF0179'
 KF0179'REFERENCE MARK 2, A STANDARD DISK STAMPED MILL NO 2 1970, IS SET
 KF0179'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KF0179'FLUSH WITH THE GROUND SURFACE.  IT IS 28.5 FEET WEST OF THE
 KF0179'WITNESS POST, 9 FEET NORTH OF THE EDGE OF THE CUT BANK AND 6.0
 KF0179'FEET SOUTH OF THE FENCE.
 KF0179'
 KF0179'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 KF0179
 KF0179                          STATION RECOVERY (1970)
 KF0179
 KF0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0179'6.1 MI E FROM ALMA.
 KF0179'ABOUT 6.1 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0179'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.2 MILE EAST
 KF0179'OF THE EAST END OF THE HIGHWAY BRIDGE OVER MILL CREEK, ON THE
 KF0179'TOP OF A 50-FOOT-HIGH CUT ON THE NORTH SIDE OF THE HIGHWAY,
 KF0179'75 FEET (SLOPE MEASUREMENT) NORTH OF THE CENTER LINE OF THE
 KF0179'NORTH LANES OF THE HIGHWAY, 11 1/2 FEET NORTH OF THE EDGE OF THE
 KF0179'CUT, 4.4 FEET SOUTH OF THE MORE WESTERLY OF TWO BRACE POLES
 KF0179'IN A FENCE, 5.4 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 KF0179'50 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 KF0179'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.  SECTION 27, T 11S,
 KF0179'R 11E
 KF0179
 KF0179                          STATION RECOVERY (1997)
 KF0179
 KF0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KF0179'THE STATION IS LOCATED ABOUT 40.2 KM (24.95 MI) WEST OF TOPEKA, 19.3
 KF0179'KM (12.00 MI) SOUTHEAST OF WAMEGO, 1.0 KM (0.60 MI) SOUTH-SOUTHWEST OF
 KF0179'PAXICO, ATOP A HIGH CUT BANK ON THE NORTH RIGHT-OF-WAY OF INTERSTATE
 KF0179'HIGHWAY 70, IN THE SOUTHEAST PORTION OF SECTION 27, T 11 S, R 11 E.
 KF0179'OWNERSHIP--KANSAS DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 KF0179'FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 99
 KF0179'(EXIT 328), GO EAST ON INTERSTATE HIGHWAY 70 FOR 9.41 KM (5.85 MI) TO
 KF0179'THE EAST END OF THE HIGHWAY BRIDGE OVER MILL CREEK. CONTINUE EAST ON
 KF0179'THE HIGHWAY FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.  ALSO,
 KF0179'STATION IS 0.64 KM (0.40 MI) WEST FROM HIGHWAY MILE MARKER 334.  THE
 KF0179'STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND
 KF0179'CONCRETE MONUMENT FLUSH WITH GROUND.  LOCATED 3.05 M (10.01 FT) NORTH
 KF0179'FROM THE EDGE OF THE CUT BANK, 1.61 M (5.28 FT) SOUTH FROM A
 KF0179'FIBERGLASS WITNESS POST IN THE EAST-WEST RIGHT-OF-WAY FENCE LINE AND
 KF0179'1.22 M (4.00 FT) SOUTH-SOUTHWEST FROM THE WEST ONE OF TWO WOODEN FENCE
 KF0179'BRACE POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0732 ***********************************************************************
 KH0732  DESIGNATION -  MILL
 KH0732  PID         -  KH0732
 KH0732  STATE/COUNTY-  KS/GRAHAM
 KH0732  USGS QUAD   -  CLAYTON SW (1978)
 KH0732
 KH0732                         *CURRENT SURVEY CONTROL
 KH0732  ___________________________________________________________________
 KH0732* NAD 83(1997)-  39 33 08.37938(N)    100 08 02.88642(W)     ADJUSTED  
 KH0732* NAVD 88     -       785.1    (meters)    2576.     (feet)  VERTCON   
 KH0732  ___________________________________________________________________
 KH0732  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 KH0732  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 KH0732
 KH0732  HORZ ORDER  -  FIRST
 KH0732
 KH0732.The horizontal coordinates were established by classical geodetic methods
 KH0732.and adjusted by the National Geodetic Survey in October 1998..
 KH0732
 KH0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0732
 KH0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0732
 KH0732.The geoid height was determined by GEOID03.
 KH0732
 KH0732;                    North         East     Units Scale Factor Converg.
 KH0732;SPC KS N     -   137,485.809   216,595.822   MT  0.99997067   -1 21 01.1
 KH0732;UTM  14      - 4,378,686.030   402,560.124   MT  0.99971689   -0 43 20.1
 KH0732
 KH0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0732!SPC KS N     -   0.99988077  x   0.99997067  =   0.99985144
 KH0732!UTM  14      -   0.99988077  x   0.99971689  =   0.99959769
 KH0732
 KH0732:                Primary Azimuth Mark                     Grid Az
 KH0732:SPC KS N     -  NEW ALMELO ST JOSEPH CATH CH             019 07 21.0
 KH0732:UTM  14      -  NEW ALMELO ST JOSEPH CATH CH             018 29 40.0
 KH0732
 KH0732|---------------------------------------------------------------------|
 KH0732| PID    Reference Object                     Distance      Geod. Az  |
 KH0732|                                                           dddmmss.s |
 KH0732| KH0731 NEW ALMELO ST JOSEPH CATH CH        APPROX. 5.0 KM 0174619.9 |
 KH0732| CO1810 MILL RM 1                            38.283 METERS 09307     |
 KH0732| CO1809 MILL AZ MK                                         1804232.8 |
 KH0732| KH0738 LEOVILLE IMM CON CH N CROSS         APPROX.28.3 KM 2764241.2 |
 KH0732| CO1811 MILL RM 2                            42.017 METERS 35301     |
 KH0732|---------------------------------------------------------------------|
 KH0732
 KH0732                          SUPERSEDED SURVEY CONTROL
 KH0732
 KH0732  NAD 83(1997)-  39 33 08.38248(N)    100 08 02.88650(W) AD(       ) 1
 KH0732  NAD 83(1986)-  39 33 08.38514(N)    100 08 02.88908(W) AD(       ) 1
 KH0732  NAD 27      -  39 33 08.37300(N)    100 08 01.40800(W) AD(       ) 1
 KH0732  NGVD 29 (10/18/91)  784.8    (m)         2575.     (f) GPS OBS        
 KH0732
 KH0732.Superseded values are not recommended for survey control.
 KH0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0732.See file dsdata.txt to determine how the superseded data were derived.
 KH0732
 KH0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ0256078686(NAD 83)
 KH0732_MARKER: DS = TRIANGULATION STATION DISK
 KH0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0732_SP_SET: CONCRETE POST
 KH0732_STAMPING: MILL 1934
 KH0732_MARK LOGO: CGS   
 KH0732_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0732+STABILITY: SURFACE MOTION
 KH0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0732+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1991
 KH0732
 KH0732  HISTORY     - Date     Condition        Report By
 KH0732  HISTORY     - 1934     MONUMENTED       CGS
 KH0732  HISTORY     - 1934     GOOD             CGS
 KH0732  HISTORY     - 1950     GOOD             CGS
 KH0732  HISTORY     - 19910411 GOOD             NGS
 KH0732
 KH0732                          STATION DESCRIPTION
 KH0732
 KH0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0732'STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE SOUTHEAST
 KH0732'QUARTER OF SEC. 5, T. 6 S., R. 25 W.  OWNER UNKNOWN.  MARK
 KH0732'IS SET 38 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD, 7-1/2
 KH0732'FEET NORTH OF EAST-WEST FENCE LINE.
 KH0732'
 KH0732'REACHED FROM MAIN STREET AT ITS JUNCTION WITH STATE ROUTE 9
 KH0732'IN NEW ALMELO BY GOING WEST AND SOUTH ON ROUTE 9 FOR 1.8 MILES
 KH0732'TO WHERE ROUTE 9 TURNS WEST, KEEP STRAIGHT AHEAD (SOUTH) AND GO
 KH0732'2 MILES TO WINDMILL ON WEST SIDE OF ROAD AND STATION ON EAST
 KH0732'SIDE OF ROAD NEAR FENCE CORNER.
 KH0732'
 KH0732'REFERENCE MARK NO. 1 IS IN EAST-WEST FENCE, 162 FEET EAST OF
 KH0732'CENTERLINE OF ROAD LEADING TO STATION.
 KH0732'
 KH0732'REFERENCE MARK NO. 2 IS IN NORTH-SOUTH FENCE LINE, 20 FEET EAST
 KH0732'OF CENTERLINE OF ROAD, 142 FEET NORTH OF A NORTH-SOUTH AND
 KH0732'EAST-WEST FENCE CORNER.
 KH0732'
 KH0732'AZIMUTH MARK IS 0.5 MILE SOUTH OF STATION, ON EAST SIDE OF
 KH0732'ROAD LEADING PAST STATION.  MARK IS SET 18 FEET EAST OF
 KH0732'CENTERLINE OF ROAD, 18 FEET NORTH OF CENTERLINE OF GATE, 4 FEET
 KH0732'EAST OF NORTH-SOUTH FENCE.
 KH0732'
 KH0732'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS
 KH0732
 KH0732                          STATION RECOVERY (1934)
 KH0732
 KH0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 KH0732'RECOVERED IN GOOD CONDITION.
 KH0732
 KH0732                          STATION RECOVERY (1950)
 KH0732
 KH0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0732'THE SURFACE AND UNDERGROUND STATION MARKS, REFERENCE MARK NO. 1,
 KH0732'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND AS DESCRIBED
 KH0732'AND ARE IN EXCELLENT CONDITION.
 KH0732'
 KH0732'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 KH0732'
 KH0732'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTHEAST OF JENNINGS,
 KH0732'8.5 MILES WEST-SOUTHWEST OF LENORA AND 3.0 MILES SOUTH OF NEW
 KH0732'ALMELO IN THE SOUTHWEST CORNER OF A PASTURE.  IT IS ACROSS
 KH0732'THE ROAD AND 92.0 FEET EAST OF THE CENTER OF A WELL, 38.0 FEET
 KH0732'EAST OF THE CENTER OF A GRADED ROAD, 19.0 FEET EAST-NORTHEAST
 KH0732'OF A T FENCE CORNER AND 7.0 FEET NORTH OF A WITNESS POST.
 KH0732'IT PROJECTS 4 INCHES AND IS STAMPED MILL 1934.
 KH0732'
 KH0732'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTHWEST SLOPE OF THE
 KH0732'HILL ABOUT 2.5 FEET ABOVE THE ELEVATION OF THE STATION.  IT IS
 KH0732'1.5 FEET NORTH OF A FENCE, PROJECTS 3 INCHES AND IS STAMPED MILL
 KH0732'NO 1 1934.
 KH0732'
 KH0732'REFERENCE MARK NO. 2 IS LOCATED ON THE NORTH SLOPE OF THE HILL
 KH0732'ABOUT 3.0 FEET BELOW THE ELEVATION OF THE STATION.  IT IS 20.0
 KH0732'FEET EAST OF THE CENTER OF A GRADED ROAD AND DIRECTLY UNDER A
 KH0732'NORTH-SOUTH FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED MILL
 KH0732'NO 2 1934.
 KH0732'
 KH0732'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KH0732'IS 202.20 FEET.
 KH0732'
 KH0732'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK.  IT IS 20.0
 KH0732'FEET EAST OF THE CENTER OF A GRADED ROAD AND 1.0 FOOT NORTH OF
 KH0732'A WITNESS POST.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND
 KH0732'AND IS STAMPED MILL AZI 1934.
 KH0732'
 KH0732'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 KH0732'STATE ROUTE NO. 9 JUST NORTH OF THE POST OFFICE IN NEW ALMELO,
 KH0732'GO WEST ON STATE ROUTE NO. 9 FOR 0.85 MILE TO A CROSSROAD.
 KH0732'HERE TURN LEFT AND GO SOUTH ON A GRADED ROAD FOR 3.0 MILES
 KH0732'TO A WINDMILL ON THE RIGHT AND A T FENCE CORNER ON THE LEFT AND
 KH0732'THE STATION AS DESCRIBED.
 KH0732'
 KH0732'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 KH0732'GRADED ROAD FOR 0.5 MILE TO THE TOP OF A RISE AND THE AZIMUTH
 KH0732'MARK ON THE LEFT AS DESCRIBED.
 KH0732
 KH0732                          STATION RECOVERY (1991)
 KH0732
 KH0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KH0732'STATION IS LOCATED ABOUT 20 MI (32.2 KM) NORTHWEST OF HILL CITY, 7 MI
 KH0732'(11.3 KM) SOUTHWEST OF LENORA, 3 MI (4.8 KM) SOUTH OF NEW ALMELO, ON
 KH0732'THE EAST R-O-W OF A COUNTY ROAD.  OWNERSHIP-GRAHAM COUNTY.
 KH0732'TO REACH THE STATION FROM THE ST. JOSEPH CATHOLIC CHURCH IN NEW
 KH0732'ALMELO, AT MILE MARKER 17 OF STATE ROUTE 9, GO WEST ALONG STATE ROUTE
 KH0732'9 FOR 0.95 MI (1.53 KM) TO THE JUNCTION OF GRAVEL SECTION LINE ROAD.
 KH0732'TURN LEFT, SOUTH, ALONG THE SECTION LINE ROAD FOR 1.0 MI (1.6 KM) TO
 KH0732'A SECTION LINE ROAD ON THE RIGHT. CONTINUE SOUTH ALONG SECTION LINE
 KH0732'ROAD FOR 2.0 MI (3.2 KM) TO A WINDMILL ON THE RIGHT AND THE STATION
 KH0732'ON THE LEFT.
 KH0732'STATION IS 38.0 FT (11.6 M) EAST OF THE CENTER OF SECTION LINE ROAD,
 KH0732'7.5 FT (2.3 M) NORTH OF AN OLD FENCELINE, AND 0.7 FT (0.2 M) SOUTH OF
 KH0732'A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1336 ***********************************************************************
 JF1336  DESIGNATION -  MILL RESET
 JF1336  PID         -  JF1336
 JF1336  STATE/COUNTY-  KS/LYON
 JF1336  USGS QUAD   -  ADMIRE (1971)
 JF1336
 JF1336                         *CURRENT SURVEY CONTROL
 JF1336  ___________________________________________________________________
 JF1336* NAD 83(1997)-  38 38 14.22347(N)    096 02 02.11491(W)     ADJUSTED  
 JF1336* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 JF1336  ___________________________________________________________________
 JF1336  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 JF1336  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 JF1336
 JF1336  HORZ ORDER  -  SECOND
 JF1336
 JF1336.The horizontal coordinates were established by classical geodetic methods
 JF1336.and adjusted by the National Geodetic Survey in October 1998..
 JF1336
 JF1336.The orthometric height was scaled from a topographic map.
 JF1336
 JF1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1336
 JF1336.The geoid height was determined by GEOID03.
 JF1336
 JF1336;                    North         East     Units Scale Factor Converg.
 JF1336;SPC KS S     -   621,557.203   614,692.097   MT  1.00001473   +1 30 55.7
 JF1336;UTM  14      - 4,280,701.412   758,169.793   MT  1.00042086   +1 51 10.8
 JF1336;UTM  15      - 4,280,894.680   235,924.009   MT  1.00045886   -1 53 43.6
 JF1336
 JF1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1336!SPC KS S     -   0.99994550  x   1.00001473  =   0.99996023
 JF1336!UTM  14      -   0.99994550  x   1.00042086  =   1.00036633
 JF1336!UTM  15      -   0.99994550  x   1.00045886  =   1.00040433
 JF1336
 JF1336:                Primary Azimuth Mark                     Grid Az
 JF1336:SPC KS S     -  KANSAS TURNPIKE MICROWAVE MAST           006 40 47.7
 JF1336:UTM  14      -  KANSAS TURNPIKE MICROWAVE MAST           006 20 32.6
 JF1336:UTM  15      -  KANSAS TURNPIKE MICROWAVE MAST           010 05 27.0
 JF1336
 JF1336|---------------------------------------------------------------------|
 JF1336| PID    Reference Object                     Distance      Geod. Az  |
 JF1336|                                                           dddmmss.s |
 JF1336| JF1335 KANSAS TURNPIKE MICROWAVE MAST      APPROX. 1.6 KM 0081143.4 |
 JF1336| CL4899 MILL RM 1                            17.056 METERS 03244     |
 JF1336| CL4901 MILL RM 3                            17.048 METERS 03253     |
 JF1336| CL4898 MILL AZ MK                                         2704018.4 |
 JF1336| CL4900 MILL RM 2                            22.193 METERS 30824     |
 JF1336|---------------------------------------------------------------------|
 JF1336
 JF1336                          SUPERSEDED SURVEY CONTROL
 JF1336
 JF1336  NAD 83(1986)-  38 38 14.22996(N)    096 02 02.11482(W) AD(       ) 2
 JF1336  NAD 27      -  38 38 14.19739(N)    096 02 01.14428(W) AD(       ) 2
 JF1336
 JF1336.Superseded values are not recommended for survey control.
 JF1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1336.See file dsdata.txt to determine how the superseded data were derived.
 JF1336
 JF1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5817080701(NAD 83)
 JF1336_MARKER: DS = TRIANGULATION STATION DISK
 JF1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1336
 JF1336  HISTORY     - Date     Condition        Report By
 JF1336  HISTORY     - 1957     MONUMENTED       CGS
 JF1336  HISTORY     - 1968     GOOD             CGS
 JF1336
 JF1336                          STATION DESCRIPTION
 JF1336
 JF1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 JF1336'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF READING, ABOUT
 JF1336'4 MILES EAST OF ADMIRE, ABOUT 2.5 MILES WEST OF THE SMALL
 JF1336'VILLAGE OF MILLER, ON THE SOUTH SIDE OF A GRAVELED ROAD AND ON
 JF1336'HIGHWAY PROPERTY.  IT IS 23 FEET SOUTH OF THE CENTERLINE OF THE
 JF1336'GRAVELED ROAD, 5 FEET WEST OF A WHITE WITNESS POST AND 3 FEET
 JF1336'NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JF1336'MILL 1956.
 JF1336'
 JF1336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JF1336'STATE HIGHWAY 99 ABOUT 1 MILE NORTHEAST OF ADMIRE, GO EAST ON
 JF1336'U.S. HIGHWAY 56 FOR 5.55 MILES TO THE JUNCTION OF STATE HIGHWAY
 JF1336'78.  TURN RIGHT AND GO SOUTH ON HIGHWAY 78 FOR 1.0 MILE TO THE
 JF1336'END OF THE PAVEMENT AND A GRAVELED CROSSROAD AT THE NORTH EDGE
 JF1336'OF THE SMALL VILLAGE OF MILLER.  TURN RIGHT AND GO WEST ON
 JF1336'GRAVELED ROAD FOR 2.3 MILES TO THE STATION ON THE LEFT.
 JF1336'
 JF1336'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 JF1336'GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT (THIS IS
 JF1336'WHERE THE GRAVELED ROAD TURNS SOUTH).
 JF1336'
 JF1336'REFERENCE MARK 1 IS 22 FEET NORTH OF THE CENTERLINE OF THE
 JF1336'GRAVELED ROAD AND 1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH
 JF1336'AND THE DISK IS STAMPED MILL NO 1 1956.
 JF1336'
 JF1336'REFERENCE MARK 2 IS 21 FEET NORTH OF THE CENTERLINE OF THE
 JF1336'GRAVELED ROAD, 11 FEET WEST OF THE CENTERLINE OF AN ENTRANCE INTO
 JF1336'A PASTURE FIELD, 1 FOOT SOUTH OF A FENCE AND 61 FEET EAST OF A
 JF1336'POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JF1336'MILL NO 2 1956.
 JF1336'
 JF1336'THE AZIMUTH MARK IS 67 FEET NORTHWEST OF THE CENTERLINE OF A
 JF1336'GRAVELED ROAD, 3 FEET EAST OF A FENCE CORNER, 3 FEET NORTHEAST OF
 JF1336'A WHITE WITNESS POST AND 15 FEET WEST OF A POWER LINE POLE.  THE
 JF1336'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MILL 1956.
 JF1336'
 JF1336'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1336
 JF1336                          STATION RECOVERY (1968)
 JF1336
 JF1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1336'THE STATION UNDERGROUND MARK, REFERENCE MARK NO. 2, AND THE
 JF1336'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JF1336'STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE FOUND DISPLACED
 JF1336'AND WERE DESTROYED WHEN ROAD WAS WIDENED.
 JF1336'
 JF1336'A NEW SURFACE STATION MARK AND REFERENCE MARK NO. 3 WERE SET.
 JF1336'
 JF1336'A COMPLETE DESCRIPTION FOLLOWS.
 JF1336'
 JF1336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JF1336'STATE HIGHWAY 99 WHICH IS ABOUT 1 MILE NORTHEAST OF ADMIRE, GO
 JF1336'EAST ON U.S. HIGHWAY 56 FOR 5.55 MILES TO THE JUNCTION OF STATE
 JF1336'HIGHWAY 78.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 78 FOR
 JF1336'1.0 MILE TO THE END OF PAVEMENT AND A GRAVELED CROSSROAD AT THE
 JF1336'NORTH EDGE OF THE VILLAGE OF MILLER.  TURN RIGHT AND GO WEST ON
 JF1336'A GRAVELED ROAD FOR 2.3 MILES TO THE STATION ON THE LEFT.
 JF1336'(CONTINUE WEST ON THE GRAVELED ROAD FOR 0.25 MILE TO THE
 JF1336'AZIMUTH MARK ON THE RIGHT (GRAVELED ROAD TURNS SOUTH AT THIS
 JF1336'POINT).
 JF1336'
 JF1336'STATION SURFACE MARK, A STANDARD DISK STAMPED MILL 1956 1968, IS
 JF1336'SET IN THE TOP A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 JF1336'IT IS 23 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 3.5
 JF1336'FEET EAST-NORTHEAST OF A TELEPHONE POLE, 2.5 FEET NORTH OF AN
 JF1336'EAST-WEST FENCE, AND 2 FEET EAST OF A METAL WITNESS POST.  THE
 JF1336'UNDERGROUND DISK IS STAMPED MILL 1956, IS SET IN AN IRREGULAR
 JF1336'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 JF1336'
 JF1336'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MILL NO. 2 1956,
 JF1336'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 JF1336'INCHES.  IT IS 24 FEET NORTH OF THE CENTER OF THE EAST WEST ROAD,
 JF1336'3 FEET WEST-SOUTHWEST OF WEST GATE POST, AND 1.5 FEET SOUTH OF A
 JF1336'FENCE.
 JF1336'
 JF1336'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MILL 1956 NO. 3
 JF1336'1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JF1336'4 INCHES.  IT IS 69 FEET EAST OF THE EAST GATE POST, 24 FEET
 JF1336'NORTH OF THE CENTER OF THE EAST-WEST ROAD, AND 1 FOOT SOUTH OF A
 JF1336'FENCE.
 JF1336'
 JF1336'AZIMUTH MARK, A STANDARD DISK STAMPED MILL 1956, IS SET IN THE
 JF1336'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 JF1336'
 JF1336'AZIMUTH MARK IS 67 FEET NORTHWEST OF THE CENTER OF THE GRAVELED
 JF1336'ROAD, 22 FEET SOUTH OF THE SOUTHWEST CORNER OF A STEEL CATTLE PIN,
 JF1336'15 FEET WEST OF A POWERLINE POLE, 3 FEET EAST OF A FENCE CORNER,
 JF1336'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 JF1336'
 JF1336'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2.5 MILES
 JF1336'WEST OF MILLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0180 ***********************************************************************
 KF0180  DESIGNATION -  MILL RM 1
 KF0180  PID         -  KF0180
 KF0180  STATE/COUNTY-  KS/WABAUNSEE
 KF0180  USGS QUAD   -  MC FARLAND (1978)
 KF0180
 KF0180                         *CURRENT SURVEY CONTROL
 KF0180  ___________________________________________________________________
 KF0180* NAD 83(1986)-  39 03 39.     (N)    096 10 34.     (W)     SCALED    
 KF0180* NAVD 88     -       339.118  (meters)    1112.59   (feet)  ADJUSTED  
 KF0180  ___________________________________________________________________
 KF0180  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 KF0180  DYNAMIC HT  -         338.892 (meters)    1111.85  (feet)  COMP
 KF0180  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 KF0180
 KF0180  VERT ORDER  -  SECOND    CLASS 0
 KF0180
 KF0180.The horizontal coordinates were scaled from a topographic map and have
 KF0180.an estimated accuracy of +/- 6 seconds.
 KF0180
 KF0180.The orthometric height was determined by differential leveling
 KF0180.and adjusted by the National Geodetic Survey in June 1991..
 KF0180
 KF0180.The geoid height was determined by GEOID03.
 KF0180
 KF0180.The dynamic height is computed by dividing the NAVD 88
 KF0180.geopotential number by the normal gravity value computed on the
 KF0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0180.degrees latitude (g = 980.6199 gals.).
 KF0180
 KF0180.The modeled gravity was interpolated from observed gravity values.
 KF0180
 KF0180;                    North         East    Units  Estimated Accuracy
 KF0180;SPC KS N     -    82,350.      557,850.      MT  (+/- 180 meters Scaled)
 KF0180
 KF0180                          SUPERSEDED SURVEY CONTROL
 KF0180
 KF0180  NGVD 29 (??/??/92)  338.979  (m)         1112.13   (f) ADJ UNCH    2 0
 KF0180
 KF0180.Superseded values are not recommended for survey control.
 KF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0180.See file dsdata.txt to determine how the superseded data were derived.
 KF0180
 KF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ443273(NAD 83)
 KF0180_MARKER: DR = REFERENCE MARK DISK
 KF0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0180_STAMPING: MILL NO 1 1970
 KF0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0180+STABILITY: SURFACE MOTION
 KF0180
 KF0180  HISTORY     - Date     Condition        Report By
 KF0180  HISTORY     - 1970     MONUMENTED       NGS
 KF0180
 KF0180                          STATION DESCRIPTION
 KF0180
 KF0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0180'6.1 MI E FROM ALMA.
 KF0180'ABOUT 6.1 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0180'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.2 MILE EAST
 KF0180'OF THE EAST END OF THE HIGHWAY BRIDGE OVER MILL CREEK, ON THE
 KF0180'TOP OF A 50-FOOT-HIGH CUT ON THE NORTH SIDE OF THE HIGHWAY,
 KF0180'15 1/2 FEET NORTH OF THE TOP OF THE CUT, 3.3 FEET SOUTH OF A
 KF0180'FENCE, 32.55 FEET EAST OF THE STATION MARK, ABOUT LEVEL WITH
 KF0180'THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST LEVEL
 KF0180'WITH THE GROUND.  SECTION 27, T 11S, R 11E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0178 ***********************************************************************
 KF0178  DESIGNATION -  MILL RM 2
 KF0178  PID         -  KF0178
 KF0178  STATE/COUNTY-  KS/WABAUNSEE
 KF0178  USGS QUAD   -  MC FARLAND (1978)
 KF0178
 KF0178                         *CURRENT SURVEY CONTROL
 KF0178  ___________________________________________________________________
 KF0178* NAD 83(1986)-  39 03 39.     (N)    096 10 34.     (W)     SCALED    
 KF0178* NAVD 88     -       339.102  (meters)    1112.54   (feet)  ADJUSTED  
 KF0178  ___________________________________________________________________
 KF0178  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 KF0178  DYNAMIC HT  -         338.876 (meters)    1111.80  (feet)  COMP
 KF0178  MODELED GRAV-     979,952.4   (mgal)                       NAVD 88
 KF0178
 KF0178  VERT ORDER  -  SECOND    CLASS 0
 KF0178
 KF0178.The horizontal coordinates were scaled from a topographic map and have
 KF0178.an estimated accuracy of +/- 6 seconds.
 KF0178
 KF0178.The orthometric height was determined by differential leveling
 KF0178.and adjusted by the National Geodetic Survey in June 1991..
 KF0178
 KF0178.The geoid height was determined by GEOID03.
 KF0178
 KF0178.The dynamic height is computed by dividing the NAVD 88
 KF0178.geopotential number by the normal gravity value computed on the
 KF0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0178.degrees latitude (g = 980.6199 gals.).
 KF0178
 KF0178.The modeled gravity was interpolated from observed gravity values.
 KF0178
 KF0178;                    North         East    Units  Estimated Accuracy
 KF0178;SPC KS N     -    82,350.      557,850.      MT  (+/- 180 meters Scaled)
 KF0178
 KF0178                          SUPERSEDED SURVEY CONTROL
 KF0178
 KF0178  NGVD 29 (??/??/92)  338.963  (m)         1112.08   (f) ADJ UNCH    2 0
 KF0178
 KF0178.Superseded values are not recommended for survey control.
 KF0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0178.See file dsdata.txt to determine how the superseded data were derived.
 KF0178
 KF0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ443273(NAD 83)
 KF0178_MARKER: DR = REFERENCE MARK DISK
 KF0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0178_STAMPING: MILL NO 2 1970
 KF0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0178+STABILITY: SURFACE MOTION
 KF0178
 KF0178  HISTORY     - Date     Condition        Report By
 KF0178  HISTORY     - 1970     MONUMENTED       NGS
 KF0178
 KF0178                          STATION DESCRIPTION
 KF0178
 KF0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0178'6.1 MI E FROM ALMA.
 KF0178'ABOUT 6.1 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0178'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ON THE TOP OF
 KF0178'A 50-FOOT-HIGH CUT ON THE NORTH SIDE OF THE HIGHWAY, 9 FEET
 KF0178'NORTH OF THE TOP OF THE CUT, 5.8 FEET SOUTH OF A FENCE, 31.10
 KF0178'FEET WEST OF THE STATION MARK, ABOUT 1/2 FOOT BELOW THE LEVEL
 KF0178'OF THE STATION MARK, AND SET IN THE TOP OF A CONCRETE POST
 KF0178'WHICH PROJECTS 0.1 FOOT.  SECTION 27, T 11S, R 11E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0810 ***********************************************************************
 JG0810  DESIGNATION -  MILLARD
 JG0810  PID         -  JG0810
 JG0810  STATE/COUNTY-  KS/BARTON
 JG0810  USGS QUAD   -  GALATIA (1969)
 JG0810
 JG0810                         *CURRENT SURVEY CONTROL
 JG0810  ___________________________________________________________________
 JG0810* NAD 83(1997)-  38 38 17.09416(N)    098 53 13.46536(W)     ADJUSTED  
 JG0810* NAVD 88     -       608.     (meters)    1995.     (feet)  SCALED    
 JG0810  ___________________________________________________________________
 JG0810  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 JG0810  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 JG0810
 JG0810  HORZ ORDER  -  THIRD
 JG0810
 JG0810.The horizontal coordinates were established by classical geodetic methods
 JG0810.and adjusted by the National Geodetic Survey in October 1998..
 JG0810
 JG0810.The orthometric height was scaled from a topographic map.
 JG0810
 JG0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0810
 JG0810.The geoid height was determined by GEOID03.
 JG0810
 JG0810;                    North         East     Units Scale Factor Converg.
 JG0810;SPC KS S     -   618,876.210   366,298.644   MT  1.00001491   -0 14 16.3
 JG0810;SPC KS N     -    34,208.666   322,766.246   MT  1.00001361   -0 33 40.6
 JG0810;UTM  14      - 4,276,621.417   509,828.106   MT  0.99960119   +0 04 13.8
 JG0810
 JG0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0810!SPC KS S     -   0.99990865  x   1.00001491  =   0.99992356
 JG0810!SPC KS N     -   0.99990865  x   1.00001361  =   0.99992226
 JG0810!UTM  14      -   0.99990865  x   0.99960119  =   0.99950987
 JG0810
 JG0810|---------------------------------------------------------------------|
 JG0810| PID    Reference Object                     Distance      Geod. Az  |
 JG0810|                                                           dddmmss.s |
 JG0810| CK9427 MILLARD RM 1                         12.541 METERS 08344     |
 JG0810| CK9426 MILLARD AZ MK                                      0931641.0 |
 JG0810| JG0809 OLMITZ ST ANNES CATH CHURCH         APPROX.14.2 KM 1982741.2 |
 JG0810| CK9428 MILLARD RM 2                         16.907 METERS 27455     |
 JG0810|---------------------------------------------------------------------|
 JG0810
 JG0810                          SUPERSEDED SURVEY CONTROL
 JG0810
 JG0810  NAD 83(1986)-  38 38 17.10207(N)    098 53 13.46472(W) AD(       ) 3
 JG0810  NAD 27      -  38 38 17.05800(N)    098 53 12.14800(W) AD(       ) 3
 JG0810
 JG0810.Superseded values are not recommended for survey control.
 JG0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0810.See file dsdata.txt to determine how the superseded data were derived.
 JG0810
 JG0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH0982876621(NAD 83)
 JG0810_MARKER: DS = TRIANGULATION STATION DISK
 JG0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0810
 JG0810  HISTORY     - Date     Condition        Report By
 JG0810  HISTORY     - 1952     MONUMENTED       CGS
 JG0810
 JG0810                          STATION DESCRIPTION
 JG0810
 JG0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0810'THE STATION IS IN SECTION 20, T 16 S, R 14 W, ABOUT 4 MILES
 JG0810'EAST OF GALATIA, 0.2 MILE WEST OF THE WEST ONE OF TWO ELEVATORS
 JG0810'IN MILLARD, 0.05 MILE WEST OF A RAILROAD CROSSING, 45 FEET
 JG0810'NORTH OF THE AT AND SF RAILROAD TRACK, 6 FEET SOUTHWEST OF
 JG0810'A 4 X 4 INCH WITNESS POST AND 5 FEET SOUTH OF A WIRE FENCE.
 JG0810'
 JG0810'TO REACH THE STATION FROM A POINT ON A BLACKTOP ROAD DUE SOUTH
 JG0810'OF THE WEST ONE OF TWO ELEVATORS IN MILLARD, GO WEST ON THE
 JG0810'BLACKTOP ROAD FOR 0.15 MILE TO A CROSS ROAD, TURN RIGHT AND
 JG0810'GO NORTH ACROSS RAILROAD TRACK FOR 75 YARDS TO A WIRE FENCE,
 JG0810'TURN LEFT ON SOUTH SIDE OF FENCE AND GO 0.05 MILE TO THE STATION.
 JG0810'
 JG0810'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.05 MILE
 JG0810'TO A DIRT ROAD, TURN RIGHT ACROSS RAILROAD TRACK TO THE BLACKTOP
 JG0810'ROAD, TURN LEFT ON THE BLACKTOP ROAD AND GO 0.2 MILE TO THE
 JG0810'MARK ON THE LEFT AS DESCRIBED.
 JG0810'
 JG0810'THE STATION MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 JG0810'MILLARD 1952.
 JG0810'
 JG0810'REFERENCE MARK 1 IS 49 FEET NORTH OF THE CENTER OF THE RAILROAD
 JG0810'TRACK AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS
 JG0810'3 INCHES AND THE DISK IS STAMPED MILLARD NO 1 1952.
 JG0810'
 JG0810'REFERENCE MARK 2 IS 49 FEET NORTH OF THE CENTER OF THE RAILROAD
 JG0810'TRACK AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS
 JG0810'6 INCHES AND THE DISK IS STAMPED MILLARD NO 2 1952.
 JG0810'
 JG0810'THE AZIMUTH MARK IS 39 FEET NORTH OF THE CENTER OF THE BLACKTOP
 JG0810'ROAD, 33 FEET SOUTH OF THE CENTER OF THE RAILROAD TRACK
 JG0810'AND 3 FEET WEST OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS
 JG0810'8 INCHES AND THE DISK IS STAMPED MILLARD 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0482 ***********************************************************************
 KG0482  DESIGNATION -  MILLE RESET
 KG0482  PID         -  KG0482
 KG0482  STATE/COUNTY-  KS/GRAHAM
 KG0482  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0482
 KG0482                         *CURRENT SURVEY CONTROL
 KG0482  ___________________________________________________________________
 KG0482* NAD 83(1997)-  39 19 41.83818(N)    099 50 24.71219(W)     ADJUSTED  
 KG0482* NAVD 88     -       683.029  (meters)    2240.90   (feet)  ADJUSTED  
 KG0482  ___________________________________________________________________
 KG0482  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 KG0482  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 KG0482  DYNAMIC HT  -         682.539 (meters)    2239.30  (feet)  COMP
 KG0482  MODELED GRAV-     979,887.0   (mgal)                       NAVD 88
 KG0482
 KG0482  HORZ ORDER  -  THIRD
 KG0482  VERT ORDER  -  FIRST     CLASS II
 KG0482
 KG0482.The horizontal coordinates were established by classical geodetic methods
 KG0482.and adjusted by the National Geodetic Survey in October 1998..
 KG0482
 KG0482.The orthometric height was determined by differential leveling
 KG0482.and adjusted by the National Geodetic Survey in June 1991..
 KG0482
 KG0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0482
 KG0482.The geoid height was determined by GEOID03.
 KG0482
 KG0482.The dynamic height is computed by dividing the NAVD 88
 KG0482.geopotential number by the normal gravity value computed on the
 KG0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0482.degrees latitude (g = 980.6199 gals.).
 KG0482
 KG0482.The modeled gravity was interpolated from observed gravity values.
 KG0482
 KG0482;                    North         East     Units Scale Factor Converg.
 KG0482;SPC KS N     -   112,063.830   241,347.159   MT  0.99995776   -1 09 51.6
 KG0482;UTM  14      - 4,353,544.650   427,582.676   MT  0.99966457   -0 31 57.0
 KG0482
 KG0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0482!SPC KS N     -   0.99989685  x   0.99995776  =   0.99985462
 KG0482!UTM  14      -   0.99989685  x   0.99966457  =   0.99956146
 KG0482
 KG0482|---------------------------------------------------------------------|
 KG0482| PID    Reference Object                     Distance      Geod. Az  |
 KG0482|                                                           dddmmss.s |
 KG0482| CO1812 MILLE RM 1                           12.587 METERS 00153     |
 KG0482| CO1814 MILLE RM 3                           19.760 METERS 04715     |
 KG0482| KG0768 BOGUE MUNICIPAL STANDPIPE           APPROX.13.6 KM 0753756.6 |
 KG0482| CO1813 MILLE RM 2                           14.750 METERS 08615     |
 KG0482| KG0793 MILLE AZ MK 2                       APPROX. 0.5 KM 2541901.0 |
 KG0482| KG0795 MILLE AZ MK                         APPROX. 0.6 KM 2555347.3 |
 KG0482| CO1815 MILLE RM 4                           15.828 METERS 32656     |
 KG0482|---------------------------------------------------------------------|
 KG0482
 KG0482                          SUPERSEDED SURVEY CONTROL
 KG0482
 KG0482  NAD 83(1986)-  39 19 41.84285(N)    099 50 24.71376(W) AD(       ) 3
 KG0482  NAD 27      -  39 19 41.82000(N)    099 50 23.28100(W) AD(       ) 3
 KG0482  NGVD 29 (02/14/92)  682.741  (m)         2239.96   (f) ADJUSTED    1 2
 KG0482
 KG0482.Superseded values are not recommended for survey control.
 KG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0482.See file dsdata.txt to determine how the superseded data were derived.
 KG0482
 KG0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2758353545(NAD 83)
 KG0482_MARKER: DS = TRIANGULATION STATION DISK
 KG0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0482_SP_SET: CONCRETE POST
 KG0482_STAMPING: MILLE 1950
 KG0482_MARK LOGO: CGS   
 KG0482_PROJECTION: PROJECTING 10 CENTIMETERS
 KG0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0482+STABILITY: SURFACE MOTION
 KG0482
 KG0482  HISTORY     - Date     Condition        Report By
 KG0482  HISTORY     - 1963     MONUMENTED       CGS
 KG0482  HISTORY     - 1977     GOOD             NGS
 KG0482  HISTORY     - 1986     GOOD             NGS
 KG0482
 KG0482                          STATION DESCRIPTION
 KG0482
 KG0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KG0482'THE SURFACE STATION MARK AND BOTH REFERENCE MARKS HAD BEEN
 KG0482'DISPLACED FOR THIS STATION, BUT THE UNDERGROUND STATION MARK
 KG0482'WAS RECOVERED AND THE STATION WAS REPLACED AND TWO NEW REFERENCE
 KG0482'MARKS WERE ESTABLISHED.  THE AZIMUTH MARK WAS RECOVERED AS
 KG0482'DESCRIBED.  THE ORIGINAL STATION WAS MILL 1950, BUT SINCE
 KG0482'THERE IS A STATION, MILL 1934, IN THE NORTHWEST CORNER OF THIS
 KG0482'SAME COUNTY, THE STAMPING FOR ALL THE MARKS AT THIS STATION
 KG0482'WERE CHANGED TO MILLE 1950.  A COMPLETE DESCRIPTION FOR THIS
 KG0482'STATION FOLLOWS.
 KG0482'
 KG0482'STATION IS LOCATED ABOUT 2 AND 1/2 MILES SOUTH OF HILL CITY
 KG0482'ALONG THE SOUTH SIDE OF AN EAST-WEST GRADED ROAD, 43 FEET SOUTH
 KG0482'OF THE WEST GATE POST IN A FENCELINE ON THE NORTH SIDE OF THE
 KG0482'ROAD, 23 FEET SOUTH OF THE CENTER OF GRADED ROAD, 18 FEET WEST
 KG0482'OF A POWER POLE USED AS AN EAST GATE POST FOR FIELD ENTRANCE,
 KG0482'5 FEET WEST OF THE CENTER OF FIELD ENTRANCE, 3 FEET NORTH OF
 KG0482'FENCELINE AND POWER POLE LINE, AND 8 FEET EAST OF A NEW STEEL
 KG0482'WITNESS POST WITH SIGN.  THE MARK IS LOCATED IN A FIELD
 KG0482'ENTRANCE, PROJECTS 1 INCH, AND THE DISK IS STAMPED MILLE 1950.
 KG0482'
 KG0482'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24
 KG0482'AND 283 WHICH IS ABOUT 2 BLOCKS WEST OF THE POST OFFICE IN HILL
 KG0482'CITY, GO SOUTH ON U.S. HIGHWAY 283 FOR 2.5 MILES TO A T-ROAD
 KG0482'LEFT.  TURN LEFT AND GO EAST FOR 0.35 MILE TO THE TOP OF
 KG0482'GRADE, A WIRE GATE TO A PASTURE ON THE LEFT AND THE STATION ON
 KG0482'THE RIGHT AS DESCRIBED.
 KG0482'
 KG0482'REFERENCE MARK NO. 3 IS NORTHEAST OF THE STATION, 30 FEET EAST
 KG0482'OF EAST GATE POST AND 20 FEET NORTH OF THE CENTER OF GRADED ROAD
 KG0482'IN FENCELINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KG0482'MILLE NO 3 1950.
 KG0482'
 KG0482'REFERENCE MARK NO. 4 IS NORTHWEST OF THE STATION, 25 FEET WEST
 KG0482'OF THE WEST GATE POST AND 20 FEET NORTH OF THE CENTER OF AN
 KG0482'EAST-WEST GRADED ROAD IN A FENCELINE.  THE MARK PROJECTS 6
 KG0482'INCHES AND THE DISK IS STAMPED MILLE NO 4 1950.
 KG0482'
 KG0482'AZIMUTH MARK IS 0.35 MILE WEST-SOUTHWEST OF THE STATION, 50 FEET
 KG0482'EAST OF THE CENTER OF U.S. HIGHWAY 283, 30 FEET SOUTH OF THE 3RD
 KG0482'TELEPHONE POLE SOUTH OF T-ROAD LEADING TO STATION, AND 1 FOOT
 KG0482'NORTH OF A NEW STEEL WITNESS POST.  THE MARK IS 4 INCHES BELOW THE
 KG0482'SURFACE OF THE GROUND AND THE DISK IS STAMPED MILLE 1950.
 KG0482'
 KG0482'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRADED
 KG0482'ROAD FOR 0.35 MILE TO U.S. HIGHWAY 283.  TURN LEFT AND GO SOUTH
 KG0482'FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KG0482'
 KG0482'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0482
 KG0482                          STATION RECOVERY (1977)
 KG0482
 KG0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KG0482'THE STATION MARK, REFERENCE MARK 3, REFERENCE MARK 4 AND THE AZIMUTH
 KG0482'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 KG0482'CONSTRUCTION ON US HIGHWAY 283, THE AZIMUTH MARK WILL BE DESTROYED.
 KG0482'THIS DATE AZIMUTH MARK 2 WAS ESTABLISHED AND THE
 KG0482'ORIGINAL AZIMUTH MARK WILL BE REMOVED BY CONSTRUCTION EQUIPMENT.
 KG0482'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS COMPARED
 KG0482'FAVORABLY WITH THE 1963 DATA.  THE 1963 DESCRIPTION IS ADEQUATE
 KG0482'FOR RECOVERY OF THE STATION WITH THIS ADDITIONAL DESCRIPTION FOR
 KG0482'AZIMUTH MARK 2 THAT FOLLOWS--
 KG0482'
 KG0482'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED MILLE 1950 AZ 2 1977, SET
 KG0482'IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE
 KG0482'GROUND SURFACE.  IT IS 120 FEET EAST OF THE CENTER OF US HIGHWAY
 KG0482'283 AND 1 FOOT SOUTH OF A METAL WITNESS POST.  REBAR PLACED IN
 KG0482'CONCRETE MONUMENT.
 KG0482'
 KG0482'TO REACH AZIMUTH MARK 2 FROM THE STATION, GO WEST ON A DIRT ROAD
 KG0482'FOR 0.35 MILE TO HIGHWAY 283, TURN LEFT, SOUTH, AND GO ABOUT 0.1
 KG0482'MILE TO TOP OF LOW GRADE AND THE AZIMUTH MARK 2 ON THE LEFT.
 KG0482'
 KG0482'NOTE--THE KANSAS STATE HIGHWAY SURVEY CREWS MADE A LEVEL TIE FROM
 KG0482'BENCH MARK D 12 RESET 1935 TO THE AZIMUTH MARK 1950, THIS DATE A
 KG0482'LEVEL TIE WAS MADE FROM THE AZIMUTH MARK 1950 TO THE AZIMUTH MARK
 KG0482'2.
 KG0482'
 KG0482'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 KG0482'SOUTH OF HILL CITY.
 KG0482
 KG0482                          STATION RECOVERY (1986)
 KG0482
 KG0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0482'4.5 KM (2.8 MI) SOUTH FROM HILL CITY.
 KG0482'4.03 KM (2.51 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0482'HIGHWAY 24 AT HILL CITY, THENCE 0.52 KM (0.33 MI) EAST ALONG A DIRT
 KG0482'ROAD, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A FIELD ENTRANCE
 KG0482'ROAD, 7.0 METERS (23 FT) SOUTH OF THE CENTER OF THE ROAD, 5.4 METERS
 KG0482'(18 FT) WEST OF A POWER POLE AND 2.1 METERS (7 FT) WEST OF THE CENTER
 KG0482'OF THE FIELD ROAD.
 KG0482'THE MARK IS 2.4 METERS  E FROM  A WITNESS POST
 KG0482'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1475 ***********************************************************************
 JF1475  DESIGNATION -  MILLER
 JF1475  PID         -  JF1475
 JF1475  STATE/COUNTY-  KS/MORRIS
 JF1475  USGS QUAD   -  DELAVAN (1972)
 JF1475
 JF1475                         *CURRENT SURVEY CONTROL
 JF1475  ___________________________________________________________________
 JF1475* NAD 83(1997)-  38 40 28.93423(N)    096 47 46.04455(W)     ADJUSTED  
 JF1475* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 JF1475  ___________________________________________________________________
 JF1475  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 JF1475  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 JF1475
 JF1475  HORZ ORDER  -  FIRST
 JF1475
 JF1475.The horizontal coordinates were established by classical geodetic methods
 JF1475.and adjusted by the National Geodetic Survey in October 1998..
 JF1475
 JF1475.The orthometric height was scaled from a topographic map.
 JF1475
 JF1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1475
 JF1475.The geoid height was determined by GEOID03.
 JF1475
 JF1475;                    North         East     Units Scale Factor Converg.
 JF1475;SPC KS N     -    38,592.188   504,760.977   MT  1.00000704   +0 45 42.2
 JF1475;SPC KS S     -   624,226.574   548,269.332   MT  1.00002316   +1 02 49.5
 JF1475;UTM  14      - 4,282,983.912   691,718.729   MT  1.00005265   +1 22 39.4
 JF1475
 JF1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1475!SPC KS N     -   0.99993196  x   1.00000704  =   0.99993900
 JF1475!SPC KS S     -   0.99993196  x   1.00002316  =   0.99995511
 JF1475!UTM  14      -   0.99993196  x   1.00005265  =   0.99998460
 JF1475
 JF1475|---------------------------------------------------------------------|
 JF1475| PID    Reference Object                     Distance      Geod. Az  |
 JF1475|                                                           dddmmss.s |
 JF1475| CL4912 MILLER RM 2                          47.677 METERS 00316     |
 JF1475| JF1464 WHITE CITY MUNICIPAL TANK           APPROX.14.5 KM 0212340.8 |
 JF1475| CL4913 MILLER RM 3                          25.368 METERS 10456     |
 JF1475| JF1471 WILSEY METHODIST CHURCH SPIRE       APPROX.10.9 KM 1115516.7 |
 JF1475| CL4909 MILLER AZ MK                                       2100534.2 |
 JF1475| CL4910 MILLER AZ MK RESET                                 2270822.7 |
 JF1475| CL4911 MILLER RM 1                          40.633 METERS 26014     |
 JF1475| JF1481 HERINGTON MUNICIPAL TANK            APPROX.12.7 KM 2665125.1 |
 JF1475|---------------------------------------------------------------------|
 JF1475
 JF1475                          SUPERSEDED SURVEY CONTROL
 JF1475
 JF1475  NAD 83(1986)-  38 40 28.94213(N)    096 47 46.04319(W) AD(       ) 1
 JF1475  NAD 27      -  38 40 28.91589(N)    096 47 45.00513(W) AD(       ) 1
 JF1475
 JF1475.Superseded values are not recommended for survey control.
 JF1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1475.See file dsdata.txt to determine how the superseded data were derived.
 JF1475
 JF1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH9171982984(NAD 83)
 JF1475_MARKER: DS = TRIANGULATION STATION DISK
 JF1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1475_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1475
 JF1475  HISTORY     - Date     Condition        Report By
 JF1475  HISTORY     - 1935     MONUMENTED       CGS
 JF1475  HISTORY     - 1956     GOOD             CGS
 JF1475  HISTORY     - 1968     GOOD             CGS
 JF1475
 JF1475                          STATION DESCRIPTION
 JF1475
 JF1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1475'STATION IS IN THE NORTHWEST QUARTER OF SECTION 8, T. 16 S.,
 JF1475'R. 6 E., ABOUT 1-1/2 MILES NORTHEAST OF DELAVAN, ON THE PROPERTY
 JF1475'OWNED BY MR. M.M. MILLER.  TO REACH FROM THE RAILROAD STATION
 JF1475'IN DELAVAN, GO NORTH ON THE MAIN STREET FOR 0.1 MILE, TURN RIGHT
 JF1475'(EAST) ONTO U.S. HIGHWAY 50-N, GO 0.7 MILE, TURN LEFT (EAST)
 JF1475'ONTO DIRT ROAD, GO 1.75 MILES, TURN RIGHT (EAST) INTO BARNYARD,
 JF1475'GO 0.45 MILE SOUTHEAST ACROSS PASTURE PASSING THROUGH THREE
 JF1475'GATES IN BARNYARD TO STATION AT FENCE CORNER.  MARK IS 23
 JF1475'FEET NORTH OF FENCE, 10 FEET WEST OF FENCE, AND PROJECTS 7
 JF1475'INCHES.
 JF1475'
 JF1475'REFERENCE MARK NO. 1 IS WEST OF STATION, 1 FOOT NORTH OF
 JF1475'FENCE, AND PROJECTS 7 INCHES.
 JF1475'
 JF1475'REFERENCE MARK NO. 2 IS NORTH OF STATION, 1 FOOT WEST OF FENCE,
 JF1475'AND PROJECTS 7 INCHES.
 JF1475'
 JF1475'AZIMUTH MARK IS SOUTHWEST OF STATION.  TO REACH, GO NORTHWEST
 JF1475'ACROSS PASTURE FOR 0.45 MILE TO ROAD, TURN LEFT (SOUTH),
 JF1475'GO 1.75 MILES, TURN RIGHT (WEST) ONTO U.S. HIGHWAY 50-N, GO 0.55
 JF1475'MILE TO MARK ON RIGHT (NORTH) IN FENCE CORNER, JUST EAST OF
 JF1475'SCHOOL.  MARK IS 40 FEET NORTH OF CENTER LINE OF U.S. HIGHWAY
 JF1475'50-N, 1 FOOT EAST OF FENCE, 5 FEET NORTH OF FENCE, AND PROJECTS
 JF1475'6 INCHES.
 JF1475'
 JF1475'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 JF1475'AS DESCRIBED IN NOTES 1B, 7A, 11B AND 11A RESPECTIVELY.
 JF1475'
 JF1475'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
 JF1475
 JF1475                          STATION RECOVERY (1956)
 JF1475
 JF1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1475'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JF1475'DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 JF1475'WAS FOUND LAYING IN A DITCH EVIDENTLY DESTROYED BY ROAD BUILDING
 JF1475'MACHINERY.  THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT A
 JF1475'DIFFERENCE OF 1 MINUTE AND 38 SECONDS WAS FOUND IN THE DIRECTION.
 JF1475'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE IN ERROR
 JF1475'BY 3.04 FEET.  THE DIRECTION TO REFERENCE MARK 2 CHECKED.
 JF1475'THE NORTH-SOUTH FENCE LINE USED AS A REFERENCE POINT FOR
 JF1475'THE STATION AND REFERENCE MARK 2 IS NO LONGER THERE.  AS THE
 JF1475'STATION AND REFERENCE MARK 2 ARE NOW IN A CULTIVATED FIELD,
 JF1475'THE STATION WAS LOWERED 24 INCHES UNDERGROUND AND REFERENCE
 JF1475'MARK 2 WAS DESTROYED AS REQUESTED BY THE PROPERTY OWNER.
 JF1475'
 JF1475'A COMPLETE NEW DESCRIPTION FOLLOWS-
 JF1475'
 JF1475'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF DELAVAN,
 JF1475'8 MILES EAST OF HERINGTON, ON PROPERTY OWNED BY MR. M.M. MILLER.
 JF1475'IT IS 23 FEET NORTH OF A WIRE FENCE AND 22 FEET NORTH OF
 JF1475'A WHITE WITNESS POST.  THE MARK IS 24 INCHES UNDERGROUND
 JF1475'AND THE DISK IS STAMPED MILLER 1935 1956.
 JF1475'
 JF1475'TO REACH THE STATION FROM THE RAILROAD STATION IN DELAVAN, GO
 JF1475'NORTH ON THE MAIN STREET FOR 0.1 MILE.  TURN RIGHT AND GO EAST ON
 JF1475'U.S. HIGHWAY 56 FOR 0.7 MILE.  TURN LEFT AND GO NORTH ON A
 JF1475'GRAVELED ROAD FOR 1.75 MILES*.  TURN RIGHT AND GO EAST THROUGH
 JF1475'A BARNYARD AND FEET LOT, PASSING THROUGH THREE GATES, INTO
 JF1475'A CULTIVATED FIELD.  GO SOUTH ALONG THE FENCE LINE TO THE
 JF1475'SOUTHWEST CORNER OF THE FIELD.  TURN LEFT AND GO EAST ALONG
 JF1475'THE FENCE LINE FOR 0.1 MILE TO THE STATION.
 JF1475'
 JF1475'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON A
 JF1475'GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 JF1475'
 JF1475'REFERENCE MARK 1 IS SET AT THE SOUTH EDGE OF THE CULTIVATED
 JF1475'FIELD AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK PROJECTS
 JF1475'4 INCHES AND THE DISK IS STAMPED MILLER NO 1 1935.
 JF1475'
 JF1475'REFERENCE MARK 3 IS SET AT THE SOUTH EDGE OF THE CULTIVATED
 JF1475'FIELD AND 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK PROJECTS
 JF1475'2 INCHES AND THE DISK IS STAMPED MILLER NO 3 1935 1956.
 JF1475'
 JF1475'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTERLINE OF THE
 JF1475'GRAVELED ROAD, 4 FEET NORTHWEST OF A POWER LINE POLE AND
 JF1475'3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 3
 JF1475'INCHES AND THE DISK IS STAMPED MILLER 1935 RESET 1956.
 JF1475'
 JF1475'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 JF1475
 JF1475                          STATION RECOVERY (1968)
 JF1475
 JF1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1475'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3,
 JF1475'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1475'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1475'RECOVERY.
 JF1475'
 JF1475'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH
 JF1475'MARK.
 JF1475'
 JF1475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2
 JF1475'MILES NORTHEAST OF DELAVAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0890 ***********************************************************************
 HG0890  DESIGNATION -  MILLER
 HG0890  PID         -  HG0890
 HG0890  STATE/COUNTY-  KS/EDWARDS
 HG0890  USGS QUAD   -  FELLSBURG (1972)
 HG0890
 HG0890                         *CURRENT SURVEY CONTROL
 HG0890  ___________________________________________________________________
 HG0890* NAD 83(1997)-  37 45 30.92621(N)    099 09 33.51930(W)     ADJUSTED  
 HG0890* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 HG0890  ___________________________________________________________________
 HG0890  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 HG0890  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 HG0890
 HG0890  HORZ ORDER  -  FIRST
 HG0890
 HG0890.The horizontal coordinates were established by classical geodetic methods
 HG0890.and adjusted by the National Geodetic Survey in October 1998..
 HG0890
 HG0890.The orthometric height was scaled from a topographic map.
 HG0890
 HG0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0890
 HG0890.The geoid height was determined by GEOID03.
 HG0890
 HG0890;                    North         East     Units Scale Factor Converg.
 HG0890;SPC KS S     -   521,392.067   341,905.767   MT  0.99993975   -0 24 18.6
 HG0890;UTM  14      - 4,179,042.644   485,967.196   MT  0.99960243   -0 05 51.2
 HG0890
 HG0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0890!SPC KS S     -   0.99990137  x   0.99993975  =   0.99984113
 HG0890!UTM  14      -   0.99990137  x   0.99960243  =   0.99950384
 HG0890
 HG0890|---------------------------------------------------------------------|
 HG0890| PID    Reference Object                     Distance      Geod. Az  |
 HG0890|                                                           dddmmss.s |
 HG0890| CK9430 MILLER RM 1                          41.261 METERS 05758     |
 HG0890| HG0893 OIL DERRICK NE OF HAVILAND          APPROX.10.9 KM 1252614.1 |
 HG0890| HG0900 WELLSFORD METHODIST CH SPIRE        APPROX.19.6 KM 1433053.9 |
 HG0890| HG0898 HAVILAND FRIENDS CHURCH SPIRE       APPROX.16.4 KM 1625543.3 |
 HG0890| HG0896 HAVILAND MUNICIPAL TANK             APPROX.16.6 KM 1631820.3 |
 HG0890| CK9429 MILLER AZ MK                                       1814621.0 |
 HG0890| HG0908 GREENSBURG MUNICIPAL TANK           APPROX.21.0 KM 2144303.5 |
 HG0890| HG0913 MULLINVILLE NORTH NAT GAS S TK      APPROX.29.4 KM 2294919.9 |
 HG0890| CK9431 MILLER RM 2                          35.942 METERS 27653     |
 HG0890| HG0928 CENTERVIEW SOUTHERN METH CH         APPROX.11.6 KM 3035625.6 |
 HG0890| HG0889 FELLSBURG HIGH SCHOOL CHIMNEY       APPROX. 6.0 KM 3443214.2 |
 HG0890|---------------------------------------------------------------------|
 HG0890
 HG0890                          SUPERSEDED SURVEY CONTROL
 HG0890
 HG0890  NAD 83(1997)-  37 45 30.93379(N)    099 09 33.51900(W) AD(       ) 1
 HG0890  NAD 83(1986)-  37 45 30.93151(N)    099 09 33.51672(W) AD(       ) 1
 HG0890  NAD 27      -  37 45 30.87300(N)    099 09 32.12600(W) AD(       ) 1
 HG0890
 HG0890.Superseded values are not recommended for survey control.
 HG0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0890.See file dsdata.txt to determine how the superseded data were derived.
 HG0890
 HG0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG8596779043(NAD 83)
 HG0890_MARKER: DS = TRIANGULATION STATION DISK
 HG0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0890
 HG0890  HISTORY     - Date     Condition        Report By
 HG0890  HISTORY     - 1934     MONUMENTED       CGS
 HG0890  HISTORY     - 1953     GOOD             CGS
 HG0890
 HG0890                          STATION DESCRIPTION
 HG0890
 HG0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0890'STATION IS LOCATED ON KNOLL, 0.3 MILE SOUTH AND 118 FEET EAST
 HG0890'OF THE NORTHWEST CORNER OF SEC. 26, T. 26 S., R. 17 W., ON
 HG0890'PROPERTY OF LYMON MILLER.
 HG0890'
 HG0890'REACHED FROM RAILROAD STATION IN FELLSBURG BY GOING SOUTH
 HG0890'ON MAIN ROAD 0.5 MILE, THENCE EAST ON CROSSROAD FOR 1.0 MILE,
 HG0890'THENCE SOUTH ON CROSSROAD FOR 3 MILES.  KEEP STRAIGHT AHEAD
 HG0890'WHERE MAIN ROAD TURNS LEFT (EAST).  CONTINUE SOUTH ON MAIN
 HG0890'FIELD ROAD ALONG EAST SIDE OF NORTH-SOUTH FENCE 0.3 MILE
 HG0890'JUST PAST LARGE LONE TREE, THENCE EAST 118 FEET TO TOP OF
 HG0890'KNOLL AND MARK, AS DESCRIBED.
 HG0890'
 HG0890'REFERENCE MARK NO. 1 IS ABOUT 210 FEET EAST OF WEST FENCE OF
 HG0890'SEC. 26.
 HG0890'
 HG0890'REFERENCE MARK NO. 2 IS IN WEST FENCE OF SEC. 26, 0.3 MILE
 HG0890'SOUTH OF NORTHWEST CORNER OF SEC. 26.
 HG0890'
 HG0890'AZIMUTH MARK IS 0.6 MILE SOUTH OF STATION, 2 FEET WEST OF
 HG0890'NORTH-SOUTH FENCE LINE, 12 FEET EAST OF CENTERLINE OF LANE,
 HG0890'77 PACES NORTH OF CENTER OF GATE AND PROJECTS 4 INCHES.
 HG0890'
 HG0890'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HG0890
 HG0890                          STATION RECOVERY (1953)
 HG0890
 HG0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0890'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND
 HG0890'IN GOOD CONDITION.
 HG0890'
 HG0890'THE STATION SHOULD BE REACHED FROM THE CENTER OF THE VILLAGE
 HG0890'OF FELLSBURG INSTEAD OF FROM THE RAILWAY DEPOT AS THE DEPOT
 HG0890'NO LONGER EXISTS.
 HG0890'
 HG0890'HEIGHT OF LIGHT ABOVE MARK, 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1402 ***********************************************************************
 HF1402  DESIGNATION -  MILLER ECCENTRIC
 HF1402  PID         -  HF1402
 HF1402  STATE/COUNTY-  KS/HARPER
 HF1402  USGS QUAD   -  BLUFF CITY WEST (1971)
 HF1402
 HF1402                         *CURRENT SURVEY CONTROL
 HF1402  ___________________________________________________________________
 HF1402* NAD 83(1997)-  37 02 19.58778(N)    097 55 45.75137(W)     ADJUSTED  
 HF1402* NAVD 88     -       413.8    (meters)    1358.     (feet)  VERTCON   
 HF1402  ___________________________________________________________________
 HF1402  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 HF1402  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HF1402
 HF1402  HORZ ORDER  -  THIRD
 HF1402
 HF1402.The horizontal coordinates were established by classical geodetic methods
 HF1402.and adjusted by the National Geodetic Survey in October 1998..
 HF1402
 HF1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1402
 HF1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1402
 HF1402.The geoid height was determined by GEOID03.
 HF1402
 HF1402;                    North         East     Units Scale Factor Converg.
 HF1402;SPC KS S     -   441,454.465   450,768.802   MT  1.00005260   +0 21 02.4
 HF1402;UTM  14      - 4,099,709.627   595,213.110   MT  0.99971168   +0 38 41.8
 HF1402
 HF1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1402!SPC KS S     -   0.99993949  x   1.00005260  =   0.99999209
 HF1402!UTM  14      -   0.99993949  x   0.99971168  =   0.99965119
 HF1402
 HF1402                          SUPERSEDED SURVEY CONTROL
 HF1402
 HF1402  NAD 83(1997)-  37 02 19.59052(N)    097 55 45.75369(W) AD(       ) 3
 HF1402  NAD 83(1986)-  37 02 19.59471(N)    097 55 45.74468(W) AD(       ) 3
 HF1402  NAD 27      -  37 02 19.50500(N)    097 55 44.53000(W) AD(       ) 3
 HF1402  NGVD 29 (07/19/86)  413.7    (m)         1357.     (f) VERT ANG       
 HF1402
 HF1402.Superseded values are not recommended for survey control.
 HF1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1402.See file dsdata.txt to determine how the superseded data were derived.
 HF1402
 HF1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9521399710(NAD 83)
 HF1402_MARKER: Z = SEE DESCRIPTION
 HF1402_SETTING: 0 = UNSPECIFIED SETTING
 HF1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1402
 HF1402  HISTORY     - Date     Condition        Report By
 HF1402  HISTORY     - 1902     MONUMENTED       CGS
 HF1402  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HF1402  HISTORY     - 1935     MARK NOT FOUND   CGS
 HF1402
 HF1402                          STATION DESCRIPTION
 HF1402
 HF1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HF1402'NOT RECOVERED ON THIS DATE.  THIS POINT, 167.49 FEET, S 15 DEG W
 HF1402'(MAGNETIC) WAS NOT LOCATED.  EXCAVATED OR SOUNDED WITH 12-INCH
 HF1402'SPADE OVER SPACE ABOUT 10 OR 12 FEET LONG BY 2 FEET WIDE,
 HF1402'WITHOUT RESULTS.
 HF1402
 HF1402                          STATION RECOVERY (1935)
 HF1402
 HF1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 HF1402'STATION SEARCHED FOR BUT NOT FOUND.  THE WIDENING OF THE
 HF1402'N-AND-S COUNTY ROAD NO DOUBT DESTROYED STATION.
 HF1402'
 HF1402'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1403 ***********************************************************************
 HF1403  DESIGNATION -  MILLER RESET
 HF1403  PID         -  HF1403
 HF1403  STATE/COUNTY-  KS/HARPER
 HF1403  USGS QUAD   -  BLUFF CITY WEST (1971)
 HF1403
 HF1403                         *CURRENT SURVEY CONTROL
 HF1403  ___________________________________________________________________
 HF1403* NAD 83(1997)-  37 02 21.09949(N)    097 55 44.90780(W)     ADJUSTED  
 HF1403* NAVD 88     -       408.5    (meters)    1340.     (feet)  VERTCON   
 HF1403  ___________________________________________________________________
 HF1403  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 HF1403  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HF1403
 HF1403  HORZ ORDER  -  FIRST
 HF1403
 HF1403.The horizontal coordinates were established by classical geodetic methods
 HF1403.and adjusted by the National Geodetic Survey in October 1998..
 HF1403
 HF1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1403
 HF1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1403
 HF1403.The geoid height was determined by GEOID03.
 HF1403
 HF1403;                    North         East     Units Scale Factor Converg.
 HF1403;SPC KS S     -   441,501.196   450,789.364   MT  1.00005249   +0 21 02.9
 HF1403;SPC OK N     -   226,270.344   606,304.419   MT  1.00006109   +0 02 30.5
 HF1403;SPC OK N     -   742,355.29  1,989,183.75   sFT  1.00006109   +0 02 30.5
 HF1403;UTM  14      - 4,099,756.448   595,233.425   MT  0.99971172   +0 38 42.3
 HF1403
 HF1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1403!SPC KS S     -   0.99994032  x   1.00005249  =   0.99999281
 HF1403!SPC OK N     -   0.99994032  x   1.00006109  =   1.00000141
 HF1403!UTM  14      -   0.99994032  x   0.99971172  =   0.99965206
 HF1403
 HF1403:                Primary Azimuth Mark                     Grid Az
 HF1403:SPC KS S     -  DANVILLE CATHOLIC CHURCH SPIRE           006 02 17.8
 HF1403:SPC OK N     -  DANVILLE CATHOLIC CHURCH SPIRE           006 20 50.2
 HF1403:UTM  14      -  DANVILLE CATHOLIC CHURCH SPIRE           005 44 38.4
 HF1403
 HF1403|---------------------------------------------------------------------|
 HF1403| PID    Reference Object                     Distance      Geod. Az  |
 HF1403|                                                           dddmmss.s |
 HF1403| HF1420 DANVILLE CATHOLIC CHURCH SPIRE      APPROX.27.7 KM 0062320.7 |
 HF1403| HF1407 ATT MICROWAVE SSW BLUFF CITY        APPROX. 2.9 KM 0812546.5 |
 HF1403| CL4905 MILLER RM 1                          19.394 METERS 10744     |
 HF1403| CL4907 MILLER RM 3                          30.511 METERS 13449     |
 HF1403| GH0877 WAKITA MUNICIPAL TANK               APPROX.17.4 KM 1772209.2 |
 HF1403| GH0876 WAKITA FARMERS COOP ELEVATOR        APPROX.17.2 KM 1772350.0 |
 HF1403| GH0875 WAKITA CHURCH WHITE SPIRE           APPROX.17.3 KM 1783330.2 |
 HF1403| CL4904 MILLER RM                                          18332     |
 HF1403| HF1404 T34S R6W SEC 36 SW CORNER           210.221 METERS 18609     |
 HF1403| HF1402 MILLER ECCENTRIC                     51.052 METERS 20406     |
 HF1403| CL4908 MILLER RM 4                          22.129 METERS 22353     |
 HF1403| GJ0489 MANCHESTER SCHOOLHOUSE BELFRY       APPROX.10.4 KM 2410453.2 |
 HF1403| GJ0490 MANCHESTER WATER TANK               APPROX.10.7 KM 2415031.9 |
 HF1403| HG0842 ATTICA MUNICIPAL WATER TANK         APPROX.34.7 KM 3111036.6 |
 HF1403| HG0829 ANTHONY SALT WORKS STACK            APPROX.15.2 KM 3201632.6 |
 HF1403| HG0845 ZENDA PHILLIPS PIPELINE TANK        APPROX.46.9 KM 3214232.1 |
 HF1403| HG0835 ANTHONY FARMERS COOP ELEVATOR       APPROX.15.6 KM 3223427.0 |
 HF1403| HG0830 ANTHONY ROLLER MILL STACK           APPROX.15.7 KM 3224418.8 |
 HF1403| HG0833 ANTHONY COUNTY COURTHOUSE TWR       APPROX.15.5 KM 3250055.5 |
 HF1403| HG0832 ANTHONY MUNICIPAL WATER TANK        APPROX.16.0 KM 3250341.8 |
 HF1403| HG0834 ANTHONY BAPTIST CHURCH SPIRE        APPROX.15.7 KM 3251153.7 |
 HF1403| CL4906 MILLER RM 2                          37.675 METERS 33747     |
 HF1403| HG0825 HARPER STANDPIPE                    APPROX.28.8 KM 3414839.9 |
 HF1403| HF1409 ANTHONY CAA PERIPHERAL E TOWER      APPROX.13.8 KM 3455029.6 |
 HF1403| CL4903 MILLER AZ MK RESET                                 3572328.7 |
 HF1403| CL4902 MILLER AZ MK                                       3595047.6 |
 HF1403|---------------------------------------------------------------------|
 HF1403
 HF1403                          SUPERSEDED SURVEY CONTROL
 HF1403
 HF1403  NAD 83(1997)-  37 02 21.10222(N)    097 55 44.91013(W) AD(       ) 1
 HF1403  NAD 83(1986)-  37 02 21.10635(N)    097 55 44.90115(W) AD(       ) 1
 HF1403  NAD 27      -  37 02 21.01795(N)    097 55 43.68588(W) AD(       ) 1
 HF1403  NGVD 29 (07/19/86)  408.4    (m)         1340.     (f) VERT ANG       
 HF1403
 HF1403.Superseded values are not recommended for survey control.
 HF1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1403.See file dsdata.txt to determine how the superseded data were derived.
 HF1403
 HF1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9523399756(NAD 83)
 HF1403_MARKER: DS = TRIANGULATION STATION DISK
 HF1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1403
 HF1403  HISTORY     - Date     Condition        Report By
 HF1403  HISTORY     - 1934     MONUMENTED       CGS
 HF1403  HISTORY     - 1957     GOOD             CGS
 HF1403  HISTORY     - 1968     GOOD             CGS
 HF1403  HISTORY     - 1972     GOOD             NGS
 HF1403
 HF1403                          STATION DESCRIPTION
 HF1403
 HF1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HF1403'STATION WAS RECOVERED AS DESCRIBED BY W. BOWIE IN 1902.  THE
 HF1403'REFERENCE MARK WAS NOT FOUND.  STATION WAS COMPLETELY RE-MARKED
 HF1403'WITH A STANDARD UNDERGROUND MARK AND SURFACE MARK,
 HF1403'SET 12 INCHES BELOW THE SURFACE OF THE GROUND.  THREE
 HF1403'NEW MARKS WERE ESTABLISHED, TWO REFERENCE MARKS AND AN AZIMUTH
 HF1403'MARK.
 HF1403'
 HF1403'REACHED FROM MANCHESTER, OKLAHOMA POST OFFICE BY GOING WEST
 HF1403'ONE BLOCK, THENCE NORTH 0.3 MILE, THENCE WEST ON STATE LINE
 HF1403'0.3 MILE, THENCE NORTH 3.6 MILES, THENCE EAST 6.5 MILES, THENCE
 HF1403'SOUTH 0.9 MILE TO LARGE TWO-STORY WHITE HOUSE ON EAST SIDE OF
 HF1403'ROAD NOW OWNED BY BUFORD D. MILLER.  MARK IS LOCATED 73 FEET
 HF1403'NORTH OF NORTHWEST CORNER OF HOUSE, 36 FEET NORTH OF DRIVEWAY,
 HF1403'86 FEET EAST OF CENTERLINE OF DIRT ROAD.
 HF1403'
 HF1403'REFERENCE MARK NO. 1, (1934) IS 19.394 METERS
 HF1403'(63.63 FEET) EAST OF STATION, SET JUST NORTH OF HEDGEROW
 HF1403'BORDERING DRIVEWAY AND PROJECTS 6 INCHES.
 HF1403'
 HF1403'REFERENCE MARK NO. 2, (1934) IS 37.675 METERS
 HF1403'(123.61 FEET) NORTH-NORTHWEST OF STATION SET IN EAST
 HF1403'RIGHT-OF-WAY FENCE OF DIRT ROAD LEADING TO STATION AND PROJECTS
 HF1403'6 INCHES.
 HF1403'
 HF1403'AZIMUTH MARK IS 0.9 MILE NORTH OF STATION.  REACHED BY GOING
 HF1403'NORTH ON SECTION-LINE ROAD 0.9 MILE TO CROSSROADS.  TURN RIGHT
 HF1403'(EAST) AND GO 0.05 MILE.  MARK IS SET ON SOUTH SIDE OF ROAD,
 HF1403'40 FEET FROM CENTERLINE OF ROAD.
 HF1403'
 HF1403'LETTER DATED FEBRUARY 1, 1935 FROM COUNTY ENGINEER STATES
 HF1403'AZIMUTH MARK WAS DESTROYED BY ROAD CONSTRUCTION.
 HF1403
 HF1403                          STATION RECOVERY (1957)
 HF1403
 HF1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1403'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 HF1403'BY C.I. ASLAKSON IN 1934.  THE AZIMUTH MARK ESTABLISHED IN 1934
 HF1403'WAS DESTROYED BY ROAD CONSTRUCTION IN 1935.  A NEW AZIMUTH MARK
 HF1403'WAS ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HF1403'
 HF1403'STATION IS ABOUT 3 MILES SOUTHWEST OF BLUFF CITY, KANSAS, 5-1/2
 HF1403'MILES NORTHEAST OF MANCHESTER, OKLAHOMA, ON A PROMINENT HILL
 HF1403'LOCALLY KNOWN AS MILLER HILL, WHICH IS THE HIGHEST POINT IN THE
 HF1403'IMMEDIATE VICINITY AND OWNED BY BUFORD MILLER AND IN THE
 HF1403'SOUTHWEST CORNER OF SECTION 36, T 34 S, R 6 W.
 HF1403'
 HF1403'REACHED FROM THE RAILROAD DEPOT IN BLUFF CITY, KANSAS BY GOING
 HF1403'SOUTH ON A PAVED ROAD FOR 1.9 MILE TO A CROSSROADS, TURN RIGHT
 HF1403'AND GO WEST ON A GRADED ROAD FOR 3.0 MILES TO A CROSSROADS, TURN
 HF1403'LEFT AND GO SOUTH ON A GRADED ROAD FOR 0.2 MILE TO THE AZIMUTH
 HF1403'MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.65 MILE TO THE MILLER
 HF1403'FARMHOUSE AND THE STATION ON THE LEFT.
 HF1403'
 HF1403'STATION MARKS ARE STANDARD DISKS STAMPED MILLER 1902-1934.
 HF1403'SURFACE MARK IS SET IN A 12-INCH SQUARE CONCRETE POST 14 INCHES
 HF1403'BELOW THE GROUND SURFACE.  IT IS 114.5 FEET
 HF1403'EAST OF A POWERLINE POLE, 83 FEET EAST OF THE CENTER OF THE
 HF1403'GRADED ROAD, 54 FEET NORTHEAST OF A FENCE CORNER, 73 FEET NORTH
 HF1403'OF THE NORTHWEST CORNER OF THE FARM HOUSE, 55 FEET EAST OF A
 HF1403'RIGHT-OF-WAY FENCE, 37 FEET NORTH OF THE CENTER OF A DRIVEWAY
 HF1403'AND 7 FEET NORTH OF AN EAST-WEST FENCE LINE.
 HF1403'
 HF1403'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MILLER NO 1 1934,
 HF1403'SET IN A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HF1403'GROUND.  IT IS 130 FEET EAST OF THE CENTER OF THE
 HF1403'GRADED ROAD, 80 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 HF1403'HOUSE, 19 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 13 FEET
 HF1403'SOUTH OF THE EAST-WEST FENCE.
 HF1403'
 HF1403'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MILLER 1934 SET
 HF1403'IN A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HF1403'IT IS 193 FEET NORTH-NORTHWEST OF THE NORTHWEST
 HF1403'CORNER OF THE HOUSE, 38 FEET EAST OF THE CENTER OF THE GRADED
 HF1403'ROAD AND 9 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 HF1403'
 HF1403'AZIMUTH MARK IS A STANDARD DISK, STAMPED MILLER 1902-1957 RESET,
 HF1403'SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
 HF1403'IT IS 30 FEET WEST OF THE CENTER OF THE GRADED ROAD,
 HF1403'6 FEET SOUTH OF A POWERLINE POLE AND 1 FOOT WEST OF A
 HF1403'RIGHT-OF-WAY FENCE.  A 4 INCH X 4 INCH WHITE WITNESS POST WAS
 HF1403'SET 1 FOOT NORTH OF THE MARK.
 HF1403
 HF1403                          STATION RECOVERY (1968)
 HF1403
 HF1403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HF1403'STATION WAS RECOVERED.  STATION MARK AND THE AZIMUTH MARK ARE IN
 HF1403'GOOD CONDITION.  REFERENCE MARKS NUMBER 1 AND 2 HAVE BEEN DESTROYED.
 HF1403'
 HF1403'THE FARM HOUSE WHICH WAS AT THE STATION SITE WAS BURNED DOWN BUT THE
 HF1403'FOUNDATION OF THE HOUSE IS STILL THERE.
 HF1403'
 HF1403'PROPERTY ON WHICH THE SATION IS ESTABLISHED, IS STILL OWNED BY MR.
 HF1403'BUFORD MILLER.
 HF1403'
 HF1403'HORIZONTAL ANGLE TO THE AZIMUTH MARK CHECKED THE PREVIOUS DATA.
 HF1403'
 HF1403'REFERENCE MARKS NUMBER 3 AND 4 HAVE BEEN ESTABLISHED.
 HF1403'
 HF1403'STATION MARK DISK IS STAMPED MILLER 1902 1934 AND THE SURFACE MARK
 HF1403'DISK IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.  MARK IS
 HF1403'86 FEET EAST OF THE APPROXIMATE CENTER OF A NORTH-SOUTH GRADED
 HF1403'ROAD, 67.3 FEET NORTH OF THE NORTHWEST CORNER OF THE OLD HOUSE
 HF1403'FOUNDATION, 37 FEET NORTH OF THE APPROXIMATE CENTER OF A FARM
 HF1403'DRIVEWAY.
 HF1403'
 HF1403'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 HF1403'MILLER 1902 NO 3 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 HF1403'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 30.4 FEET EAST
 HF1403'OF THE NORTHEAST CORNER OF THE OLD HOUSE FOUNDATION, 28 FEET SOUTH OF
 HF1403'THE APPROXIMATE CENTER OF THE FARM DRIVEWAY AND 9.5 FEET EAST OF THE
 HF1403'APPROXIMATE CENTER OF THE FARM DRIVEWAY.
 HF1403'
 HF1403'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 HF1403'MILLER 1902 NO 4 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 HF1403'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 35 FEET NORTH
 HF1403'OF THE APPROXIMATE CENTER OF THE NORTH-SOUTH GRADED ROAD, 17 FEET
 HF1403'SOUTH OF THE APPROXIMATE CENTER OF THE FARM DRIVEWAY, 2.7 FEET SOUTH
 HF1403'OF A METAL WITNESS POST AND 1.4 FEET EAST OF A NORTH-SOUTH FENCELINE.
 HF1403'
 HF1403'AZIMUTH MARK DISK IS STAMPED MILLER 1902 1957 AND THE MARK PROJECTS
 HF1403'ABOUT 6 INCHES.  MARK IS 30 1/2 FEET WEST OF THE APPROXIMATE
 HF1403'CENTER OF THE NORTH-SOUTH GRADED ROAD, 6.8 FEET SOUTH OF A TELEPHONE
 HF1403'LINE POLE AND 2.5 FEET SOUTHEAST OF A METAL WITNESS POST.  MARK IS IN
 HF1403'A NORTH-SOUTH FENCELINE.
 HF1403'
 HF1403'THE 1957 DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE.
 HF1403
 HF1403                          STATION RECOVERY (1972)
 HF1403
 HF1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JFS)
 HF1403'STA. MK. REF. MK. 3 AND REF. MK. 4 AND AZ. MK. FOUND IN GOOD
 HF1403'CONDITION.  REF. MKS. WERE SET IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1364 ***********************************************************************
 HF1364  DESIGNATION -  MILLERTON RESET
 HF1364  PID         -  HF1364
 HF1364  STATE/COUNTY-  KS/SUMNER
 HF1364  USGS QUAD   -  MILLERTON (1971)
 HF1364
 HF1364                         *CURRENT SURVEY CONTROL
 HF1364  ___________________________________________________________________
 HF1364* NAD 83(1997)-  37 25 02.80150(N)    097 31 21.85101(W)     ADJUSTED  
 HF1364* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 HF1364  ___________________________________________________________________
 HF1364  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 HF1364  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF1364
 HF1364  HORZ ORDER  -  SECOND
 HF1364
 HF1364.The horizontal coordinates were established by classical geodetic methods
 HF1364.and adjusted by the National Geodetic Survey in October 1998..
 HF1364
 HF1364.The orthometric height was scaled from a topographic map.
 HF1364
 HF1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1364
 HF1364.The geoid height was determined by GEOID03.
 HF1364
 HF1364;                    North         East     Units Scale Factor Converg.
 HF1364;SPC KS S     -   483,778.456   486,506.164   MT  0.99997378   +0 36 02.0
 HF1364;UTM  14      - 4,142,206.620   630,722.886   MT  0.99981049   +0 53 51.9
 HF1364
 HF1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1364!SPC KS S     -   0.99993889  x   0.99997378  =   0.99991267
 HF1364!UTM  14      -   0.99993889  x   0.99981049  =   0.99974939
 HF1364
 HF1364:                Primary Azimuth Mark                     Grid Az
 HF1364:SPC KS S     -  MILLERTON AZ MK                          025 01 19.8
 HF1364:UTM  14      -  MILLERTON AZ MK                          024 43 29.9
 HF1364
 HF1364|---------------------------------------------------------------------|
 HF1364| PID    Reference Object                     Distance      Geod. Az  |
 HF1364|                                                           dddmmss.s |
 HF1364| AI1259 MILLERTON AZ MK                                    0253721.8 |
 HF1364| AI1260 MILLERTON RM 1                       20.960 METERS 12933     |
 HF1364| AI1261 MILLERTON RM 2                       20.296 METERS 22957     |
 HF1364| HF1376 CONWAY SPRINGS SMALL ELEVATOR       APPROX.10.4 KM 2513654.3 |
 HF1364| HF1379 CONWAY SPRINGS MUNICIPAL TANK       APPROX.10.8 KM 2542258.8 |
 HF1364|---------------------------------------------------------------------|
 HF1364
 HF1364                          SUPERSEDED SURVEY CONTROL
 HF1364
 HF1364  NAD 83(1997)-  37 25 02.80706(N)    097 31 21.84846(W) AD(       ) 2
 HF1364  NAD 83(1986)-  37 25 02.81193(N)    097 31 21.84523(W) AD(       ) 2
 HF1364  NAD 27      -  37 25 02.74643(N)    097 31 20.67198(W) AD(       ) 2
 HF1364
 HF1364.Superseded values are not recommended for survey control.
 HF1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1364.See file dsdata.txt to determine how the superseded data were derived.
 HF1364
 HF1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3072342207(NAD 83)
 HF1364_MARKER: DS = TRIANGULATION STATION DISK
 HF1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1364_STAMPING: MILLERTON 1957 1982
 HF1364_MARK LOGO: NGS   
 HF1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1364+STABILITY: SURFACE MOTION
 HF1364
 HF1364  HISTORY     - Date     Condition        Report By
 HF1364  HISTORY     - 1982     MONUMENTED       NGS
 HF1364
 HF1364                          STATION DESCRIPTION
 HF1364
 HF1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HF1364'THE SURFACE STATION MARK WAS FOUND DESTROYED.  THE UNDERGROUND STATION
 HF1364'MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 HF1364'CONDITION.  THE STATION IS NOW IN THE EDGE OF A CULTIVATED FIELD AND A
 HF1364'FLUSH SURFACE MARK WOULD INTERFERE WITH FARMING OPERATIONS.  AT THE
 HF1364'REQUEST OF THE PROPERTY OWNER THE STATION WAS LOWERED, IN PLACE. THE
 HF1364'POSITION OF THE UNDERGROUND MARK WAS HELD, THEN THE ORIGINAL MARK WAS
 HF1364'REMOVED AND A NEW UNDERGROUND MARK WAS SET 1.37 M (4.49 FT) BELOW THE
 HF1364'GROUND SURFACE AND A NEW SURFACE MARK WAS SET, BUT RECESSED 0.61 M
 HF1364'(2.00 FT) BELOW THE SURFACE.  THE DISTANCES AND DIRECTIONS TO THE
 HF1364'REFERENCE MARKS AGREED FAVORABLY WITH 1962 DATA.  A NEW DESCRIPTION
 HF1364'FOLLOWS.  THE STATION IS LOATED ABOUT 11.3 KM (7.00 MI) EAST OF CONWAY
 HF1364'SPRINGS, 9.7 KM (6.00 MI) SOUTH OF CLEARWATER AND IN THE SOUTH EDGE OF
 HF1364'A CULTIVATED FIELD ON PROPERTY OWNED BY VIOLA M BATES, RURAL ROUTE 2,
 HF1364'CLEARWATER, KANSAS 67026. THE OWNER LIVES 1/2 MILE EAST, THEN 1 MILE
 HF1364'(1.6 KM) NORTH, THE 2 MILES (3.2 KM) EAST, THEN 1/4 MILE NORTH OF THE
 HF1364'STATION.  TO REACH THE STATION FROM THE CLEARWATER POST OFFICE, GO
 HF1364'WEST FOR 0.8 KM (0.50 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH,
 HF1364'THEN WEST, THEN SOUTH ON A PAVED ROAD FOR 8.37 KM (5.20 MI) TO A DIRT
 HF1364'CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE.  CONTINUE SOUTH
 HF1364'ON THE PAVED ROAD FOR 1.6 KM (1.00 MI) TO A DIRT ROAD ON THE LEFT AND
 HF1364'AN ABANDONED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE
 HF1364'ABANDONED ROAD, PASSING ALONG THE NORTH SIDE OF A HEDGE ROW, FOR 0.80
 HF1364'KM (0.50 MI) TO ANOTHER HEDGE ROW, THAT GOES SOUTH, AND THE STATION ON
 HF1364'THE RIGHT.  THE STATION IS A STANDARD NGS DISK STAMPED---MILLERTON
 HF1364'1957 1982---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 HF1364'(30 CM) IN DIAMETER, RECESSED 2 FEET (61 CM) BELOW THE GROUND. THE
 HF1364'STATION IS LOCATED 15.45 METERS (50.69 FT) NORTH FROM THE NORTH END OF
 HF1364'THE NORTH-SOUTH HEDGE ROW, 20.36 METERS (66.80 FT) NORTHEAST FROM THE
 HF1364'WITNESS POST AT RM 2, 21.03 METERS (69.00 FT) NORTHWEST FROM THE
 HF1364'WITNESS POST AT RM 1.  REFERENCE MARK NO 1, IS A STANDARD CGS DISK
 HF1364'STAMPED---MILLERTON NO 1 1957---, SET INTO THE TOP OF A SQUARE
 HF1364'CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, FLUSH WITH THE GROUND.
 HF1364'THE STATION IS LOCATED 14.5 METERS (47.6 FT) EAST FROM THE NORTH-SOUTH
 HF1364'HEDGE ROAD, 2.13 METERS (6.99 FT) EAST FROM A CONCRETE RIGHT-OF-WAY
 HF1364'MARK, 0.7 METERS (2.3 FT) NORTH FROM THE EAST-WEST ROW, 0.3 METERS
 HF1364'(1.0 FT) WEST FROM A WITNESS POST, AND 0.6 METERS (2.0 FT) HIGHER THAN
 HF1364'THE STATION.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 HF1364'STAMPED---MILLERTON NO 2 1957---, SET INTO THE TOP OF A SQUARE
 HF1364'CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, FLUSH WITH THE GROUND.
 HF1364'THE STATION IS LOCATED 16.45 METERS (53.97 FT) WEST FROM THE NORTH END
 HF1364'OF THE NORTH-SOUTH HEDGE ROW, 1.5 METERS (4.9 FT) NORTH FROM THE
 HF1364'EAST-WEST ROW, 0.3 METERS (1.0 FT) EAST FROM A WITNESS POST, AND 0.6
 HF1364'METERS (2.0 FT) HIGHER THAN THE STATION.  AZIMUTH MARK NO 1 IS A
 HF1364'STANDARD CGS DISK STAMPED---MILLERTON 1957---, SET INTO THE TOP OF A
 HF1364'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, RECESSED 1 INCH
 HF1364'(2 CM) BELOW THE GROUND.  THE STATION IS LOCATED 9.5 METERS (31.2 FT)
 HF1364'WEST FROM THE CENTERLINE OF THE PAVED ROAD, 9.5 METERS (31.2 FT) SOUTH
 HF1364'FROM THE CENTERLINE OF THE DIRT ROAD, 0.91 METERS (2.99 FT) SOUTHEAST
 HF1364'FROM A POWERLINE POLE, 0.46 METERS (1.51 FT) SOUTH FROM A WITNESS
 HF1364'POST.  THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED
 HF1364'BECAUSE OF TREES.  THE CENTER OF A PEDESTAL-SPHERE TYPE WATER TANK WAS
 HF1364'THE POINT OBSERVED UPON FOR THE CLEARWATER NEW MUN TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1085 ***********************************************************************
 HE1085  DESIGNATION -  MILLS
 HE1085  PID         -  HE1085
 HE1085  STATE/COUNTY-  KS/CHEROKEE
 HE1085  USGS QUAD   -  NEUTRAL (1977)
 HE1085
 HE1085                         *CURRENT SURVEY CONTROL
 HE1085  ___________________________________________________________________
 HE1085* NAD 83(1997)-  37 01 52.95378(N)    094 50 21.20987(W)     ADJUSTED  
 HE1085* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 HE1085  ___________________________________________________________________
 HE1085  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 HE1085  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 HE1085
 HE1085  HORZ ORDER  -  SECOND
 HE1085
 HE1085.The horizontal coordinates were established by classical geodetic methods
 HE1085.and adjusted by the National Geodetic Survey in October 1998..
 HE1085
 HE1085.The orthometric height was scaled from a topographic map.
 HE1085
 HE1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1085
 HE1085.The geoid height was determined by GEOID03.
 HE1085
 HE1085;                    North         East     Units Scale Factor Converg.
 HE1085;SPC KS S     -   446,871.990   725,651.854   MT  1.00005457   +2 14 58.7
 HE1085;SPC OK N     -   229,978.068   881,197.145   MT  1.00005902   +1 51 55.2
 HE1085;SPC OK N     -   754,519.71  2,891,060.97   sFT  1.00005902   +1 51 55.2
 HE1085;UTM  15      - 4,099,934.626   336,412.474   MT  0.99992967   -1 06 28.5
 HE1085
 HE1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1085!SPC KS S     -   0.99996131  x   1.00005457  =   1.00001588
 HE1085!SPC OK N     -   0.99996131  x   1.00005902  =   1.00002033
 HE1085!UTM  15      -   0.99996131  x   0.99992967  =   0.99989099
 HE1085
 HE1085|---------------------------------------------------------------------|
 HE1085| PID    Reference Object                     Distance      Geod. Az  |
 HE1085|                                                           dddmmss.s |
 HE1085| CN7466 MILLS RM 1                            9.184 METERS 08419     |
 HE1085| GG0723 PICHER NORTH MUNICIPAL TANK         APPROX. 5.2 KM 1710506.4 |
 HE1085| CN7465 MILLS AZ MK                                        2682104.2 |
 HE1085| CN7467 MILLS RM 2                            9.162 METERS 27648     |
 HE1085|---------------------------------------------------------------------|
 HE1085
 HE1085                          SUPERSEDED SURVEY CONTROL
 HE1085
 HE1085  NAD 83(1997)-  37 01 52.95842(N)    094 50 21.21077(W) AD(       ) 2
 HE1085  NAD 83(1986)-  37 01 52.96999(N)    094 50 21.20299(W) AD(       ) 2
 HE1085  NAD 27      -  37 01 52.72631(N)    094 50 20.36076(W) AD(       ) 2
 HE1085
 HE1085.Superseded values are not recommended for survey control.
 HE1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1085.See file dsdata.txt to determine how the superseded data were derived.
 HE1085
 HE1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3641299935(NAD 83)
 HE1085_MARKER: DS = TRIANGULATION STATION DISK
 HE1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1085
 HE1085  HISTORY     - Date     Condition        Report By
 HE1085  HISTORY     - 1960     MONUMENTED       CGS
 HE1085  HISTORY     - 1964     GOOD             CGS
 HE1085
 HE1085                          STATION DESCRIPTION
 HE1085
 HE1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 HE1085'ABOUT 6-1/2 MILES WEST OF BAXTER SPRINGS, ABOUT 3 MILES
 HE1085'NORTHEAST OF PICHER, IN THE SOUTHEAST 1/4 OF SEC. 36, T. 34
 HE1085'S., R. 23 E., AND ON HIGHWAY RIGHT-OF-WAY.  IT IS 55 FEET
 HE1085'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 166, 4 FEET SOUTH
 HE1085'OF A WIRE FENCE, 3 FEET SOUTHEAST OF A TELEPHONE POLE AND
 HE1085'3 FEET SOUTHEAST OF A WITNESS POST.  THE MONUMENT IS FLUSH
 HE1085'AND THE DISK IS STAMPED MILLS 1960.
 HE1085'
 HE1085'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 166 AND 69 ABOUT
 HE1085'6 MILES WEST OF BAXTER SPRINGS, GO WEST ON HIGHWAY 166 FOR
 HE1085'0.45 MILE TO THE STATION ON THE RIGHT.
 HE1085'
 HE1085'TO REACH THE AZIMUTH MARK FORM THE STATION, GO EAST ON HIGHWAY
 HE1085'166 FOR 0.6 MILE TO A CROSSROAD AND THE AZIMUTH MARK ON THE
 HE1085'LEFT.
 HE1085'
 HE1085'REFERENCE MARK 1 IS 59 FEET NORTH OF THE CENTERLINE OF THE
 HE1085'CENTERLINE OF THE HIGHWAY, 31 FEET EAST OF THE TELEPHONE
 HE1085'POLE AND 6 INCHES SOUTH OF THE WIRE FENCE.  THE MONUMENT
 HE1085'IS FLUSH AND THE DISK IS STAMPED MILLS NO 1 1960.
 HE1085'
 HE1085'REFERENCE MARK 2 IS 59 FEET NORTH OF THE CENTERLINE OF THE
 HE1085'HIGHWAY, 28 FEET WEST OF THE TELEPHONE POLE AND 6 INCHES
 HE1085'SOUTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND
 HE1085'THE DISK IS STAMPED MILLS NO 2 1960.
 HE1085'
 HE1085'THE AZIMUTH MARK IS 57 FEET SOUTH OF THE CENTERLINE OF THE
 HE1085'HIGHWAY, 25 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD,
 HE1085'1 FOOT NORTH OF A POWER POLE AND 1 FOOT SOUTH OF A WITNESS
 HE1085'POST.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HE1085'MILLS 1960.
 HE1085'
 HE1085'NO PICTURE POINT AVAILABLE.
 HE1085'
 HE1085'NO MEASUREMENT BETWEEN RMS NEAR 180 DEGREES.
 HE1085'
 HE1085'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HE1085
 HE1085                          STATION RECOVERY (1964)
 HE1085
 HE1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE1085'THE STATION MARK, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE
 HE1085'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO THE R.M.S WERE
 HE1085'VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0688 ***********************************************************************
 HF0688  DESIGNATION -  MILNUT
 HF0688  PID         -  HF0688
 HF0688  STATE/COUNTY-  KS/COWLEY
 HF0688  USGS QUAD   -  WILMOT (1965)
 HF0688
 HF0688                         *CURRENT SURVEY CONTROL
 HF0688  ___________________________________________________________________
 HF0688* NAD 83(1997)-  37 24 24.11399(N)    096 59 59.37376(W)     ADJUSTED  
 HF0688* NAVD 88     -       369.204  (meters)    1211.30   (feet)  ADJUSTED  
 HF0688  ___________________________________________________________________
 HF0688  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 HF0688  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HF0688  DYNAMIC HT  -         368.908 (meters)    1210.33  (feet)  COMP
 HF0688  MODELED GRAV-     979,816.0   (mgal)                       NAVD 88
 HF0688
 HF0688  HORZ ORDER  -  SECOND
 HF0688  VERT ORDER  -  SECOND    CLASS 0
 HF0688
 HF0688.The horizontal coordinates were established by classical geodetic methods
 HF0688.and adjusted by the National Geodetic Survey in October 1998..
 HF0688
 HF0688.The orthometric height was determined by differential leveling
 HF0688.and adjusted by the National Geodetic Survey in June 1991..
 HF0688
 HF0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0688
 HF0688.The geoid height was determined by GEOID03.
 HF0688
 HF0688.The dynamic height is computed by dividing the NAVD 88
 HF0688.geopotential number by the normal gravity value computed on the
 HF0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0688.degrees latitude (g = 980.6199 gals.).
 HF0688
 HF0688.The modeled gravity was interpolated from observed gravity values.
 HF0688
 HF0688;                    North         East     Units Scale Factor Converg.
 HF0688;SPC KS S     -   483,200.896   532,809.431   MT  0.99997542   +0 55 18.8
 HF0688;UTM  14      - 4,141,867.763   677,024.778   MT  0.99998603   +1 12 55.3
 HF0688
 HF0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0688!SPC KS S     -   0.99994662  x   0.99997542  =   0.99992204
 HF0688!UTM  14      -   0.99994662  x   0.99998603  =   0.99993265
 HF0688
 HF0688|---------------------------------------------------------------------|
 HF0688| PID    Reference Object                     Distance      Geod. Az  |
 HF0688|                                                           dddmmss.s |
 HF0688| CL4914 MILNUT RM 1                          18.510 METERS 09321     |
 HF0688| HF1163 WATT                                APPROX. 1.6 KM 1555650.2 |
 HF0688| HF1283 UDALL MUNICIPAL TANK                APPROX.10.7 KM 2601046.8 |
 HF0688| CL4915 MILNUT RM 2                          16.125 METERS 26118     |
 HF0688| HF0684 FORK                                454.430 METERS 2821409.9 |
 HF0688|---------------------------------------------------------------------|
 HF0688
 HF0688                          SUPERSEDED SURVEY CONTROL
 HF0688
 HF0688  NAD 83(1997)-  37 24 24.11703(N)    096 59 59.36588(W) AD(       ) 2
 HF0688  NAD 83(1986)-  37 24 24.12561(N)    096 59 59.36613(W) AD(       ) 2
 HF0688  NGVD 29 (??/??/92)  369.075  (m)         1210.87   (f) ADJ UNCH    2 0
 HF0688
 HF0688.Superseded values are not recommended for survey control.
 HF0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0688.See file dsdata.txt to determine how the superseded data were derived.
 HF0688
 HF0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG7702541868(NAD 83)
 HF0688_MARKER: DS = TRIANGULATION STATION DISK
 HF0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0688_STAMPING: MILNUT 1962
 HF0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0688+STABILITY: SURFACE MOTION
 HF0688
 HF0688  HISTORY     - Date     Condition        Report By
 HF0688  HISTORY     - 1962     MONUMENTED       CGS
 HF0688  HISTORY     - 1962     GOOD             CGS
 HF0688
 HF0688                          STATION DESCRIPTION
 HF0688
 HF0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0688'THE STATION IS ABOUT 6-1/2 MILES EAST OF UDALL, 2-1/4 MILES
 HF0688'SOUTH OF ROCK AND 1/3 MILE EAST OF U.S. HIGHWAY 77.
 HF0688'
 HF0688'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 HF0688'STATE HIGHWAY 15, ABOUT 6 MILES EAST OF UDALL, GO NORTH ON HIGHWAY
 HF0688'77 FOR 1.2 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, EAST,
 HF0688'INTO RESTRICTED AREA AND PROCEED ON A BLACKTOP ROAD FOR 0.25
 HF0688'MILES--BEAR RIGHT, SOUTHEAST, LEAVING THE ROAD, AND GO 0.1 MILE TO
 HF0688'THE TOP OF THE HILL AND THE STATION NEAR AN EAST-WEST FENCE.
 HF0688'
 HF0688'STATION MARKS ARE STANDARD DISKS STAMPED MILNUT 1962.  THE
 HF0688'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HF0688'SURFACE OF THE GROUND.  IT IS 100 FEET SOUTHEAST OF AN IRON MANHOLE
 HF0688'COVER WHICH IS SURROUNDED BY FOUR CONCRETE POSTS, 75 FEET
 HF0688'SOUTHWEST OF A POWER POLE AND 7 FEET NORTH OF A METAL WITNESS POST
 HF0688'WHICH IS IN THE FENCE LINE.
 HF0688'
 HF0688'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HF0688'INCHES BELOW THE SURFACE OF THE GROUND.
 HF0688'
 HF0688'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MILNUT NO 1 1962, IS
 HF0688'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 62 FEET
 HF0688'EAST OF THE METAL WITNESS POST AND 38.5 FEET SOUTH OF THE POWER
 HF0688'POLE.
 HF0688'
 HF0688'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MILNUT NO 2 1962,
 HF0688'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 51
 HF0688'FEET WEST OF THE METAL WITNESS POST.
 HF0688'
 HF0688'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0688'STATION WATT MAY BE USED AS THE AZIMUTH MARK.
 HF0688
 HF0688                          STATION RECOVERY (1962)
 HF0688
 HF0688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0688'2.4 MI S FROM ROCK.
 HF0688'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE ATCHISON, TOPEKA AND
 HF0688'SANTA FE RAILROAD STATION AT ROCK, THENCE 2.1 MILES SOUTH ALONG
 HF0688'U.S. 77 HIGHWAY, THENCE 0.25 MILE SOUTHEAST, 100 FEET SOUTHEAST
 HF0688'OF A IRON MANHOLE COVER, 60.7 FEET WEST OF R.M. 1, 52.9 FEET
 HF0688'EAST OF R.M. 2, 7 FEET NORTH OF A METAL WITNESS POST, SET IN
 HF0688'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0689 ***********************************************************************
 HF0689  DESIGNATION -  MILNUT RM 1
 HF0689  PID         -  HF0689
 HF0689  STATE/COUNTY-  KS/COWLEY
 HF0689  USGS QUAD   -  UDALL (1983)
 HF0689
 HF0689                         *CURRENT SURVEY CONTROL
 HF0689  ___________________________________________________________________
 HF0689* NAD 83(1986)-  37 24 22.     (N)    097 00 02.     (W)     SCALED    
 HF0689* NAVD 88     -       369.455  (meters)    1212.12   (feet)  ADJUSTED  
 HF0689  ___________________________________________________________________
 HF0689  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HF0689  DYNAMIC HT  -         369.159 (meters)    1211.15  (feet)  COMP
 HF0689  MODELED GRAV-     979,816.7   (mgal)                       NAVD 88
 HF0689
 HF0689  VERT ORDER  -  SECOND    CLASS 0
 HF0689
 HF0689.The horizontal coordinates were scaled from a topographic map and have
 HF0689.an estimated accuracy of +/- 6 seconds.
 HF0689
 HF0689.The orthometric height was determined by differential leveling
 HF0689.and adjusted by the National Geodetic Survey in June 1991..
 HF0689
 HF0689.The geoid height was determined by GEOID03.
 HF0689
 HF0689.The dynamic height is computed by dividing the NAVD 88
 HF0689.geopotential number by the normal gravity value computed on the
 HF0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0689.degrees latitude (g = 980.6199 gals.).
 HF0689
 HF0689.The modeled gravity was interpolated from observed gravity values.
 HF0689
 HF0689;                    North         East    Units  Estimated Accuracy
 HF0689;SPC KS S     -   483,140.      532,750.      MT  (+/- 180 meters Scaled)
 HF0689
 HF0689                          SUPERSEDED SURVEY CONTROL
 HF0689
 HF0689  NGVD 29 (??/??/92)  369.326  (m)         1211.70   (f) ADJ UNCH    2 0
 HF0689
 HF0689.Superseded values are not recommended for survey control.
 HF0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0689.See file dsdata.txt to determine how the superseded data were derived.
 HF0689
 HF0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG769418(NAD 83)
 HF0689_MARKER: DR = REFERENCE MARK DISK
 HF0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0689_STAMPING: MILNUT NO 1 1962
 HF0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0689+STABILITY: SURFACE MOTION
 HF0689
 HF0689  HISTORY     - Date     Condition        Report By
 HF0689  HISTORY     - 1962     MONUMENTED       CGS
 HF0689
 HF0689                          STATION DESCRIPTION
 HF0689
 HF0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0689'2.4 MI S FROM ROCK.
 HF0689'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE ATCHISON, TOPEKA
 HF0689'AND SANTA FE RAILROAD STATION AT ROCK, THENCE 2.1 MILES SOUTH
 HF0689'ALONG U.S. 77 HIGHWAY, THENCE 0.25 MILE SOUTHEAST, 62 FEET
 HF0689'EAST OF A METAL WITNESS POST, 60.7 FEET EAST OF MILNUT 1962,
 HF0689'38.5 FEET SOUTH OF A POWER POLE, SET IN TOP OF A SQUARE CONCRETE
 HF0689'POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0687 ***********************************************************************
 HF0687  DESIGNATION -  MILNUT RM 2
 HF0687  PID         -  HF0687
 HF0687  STATE/COUNTY-  KS/COWLEY
 HF0687  USGS QUAD   -  UDALL (1983)
 HF0687
 HF0687                         *CURRENT SURVEY CONTROL
 HF0687  ___________________________________________________________________
 HF0687* NAD 83(1986)-  37 24 22.     (N)    097 00 02.     (W)     SCALED    
 HF0687* NAVD 88     -       369.135  (meters)    1211.07   (feet)  ADJUSTED  
 HF0687  ___________________________________________________________________
 HF0687  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 HF0687  DYNAMIC HT  -         368.838 (meters)    1210.10  (feet)  COMP
 HF0687  MODELED GRAV-     979,816.7   (mgal)                       NAVD 88
 HF0687
 HF0687  VERT ORDER  -  SECOND    CLASS 0
 HF0687
 HF0687.The horizontal coordinates were scaled from a topographic map and have
 HF0687.an estimated accuracy of +/- 6 seconds.
 HF0687
 HF0687.The orthometric height was determined by differential leveling
 HF0687.and adjusted by the National Geodetic Survey in June 1991..
 HF0687
 HF0687.The geoid height was determined by GEOID03.
 HF0687
 HF0687.The dynamic height is computed by dividing the NAVD 88
 HF0687.geopotential number by the normal gravity value computed on the
 HF0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0687.degrees latitude (g = 980.6199 gals.).
 HF0687
 HF0687.The modeled gravity was interpolated from observed gravity values.
 HF0687
 HF0687;                    North         East    Units  Estimated Accuracy
 HF0687;SPC KS S     -   483,140.      532,750.      MT  (+/- 180 meters Scaled)
 HF0687
 HF0687                          SUPERSEDED SURVEY CONTROL
 HF0687
 HF0687  NGVD 29 (??/??/92)  369.005  (m)         1210.64   (f) ADJ UNCH    2 0
 HF0687
 HF0687.Superseded values are not recommended for survey control.
 HF0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0687.See file dsdata.txt to determine how the superseded data were derived.
 HF0687
 HF0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG769418(NAD 83)
 HF0687_MARKER: DR = REFERENCE MARK DISK
 HF0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0687_STAMPING: MILNUT NO 2 1962
 HF0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0687+STABILITY: SURFACE MOTION
 HF0687
 HF0687  HISTORY     - Date     Condition        Report By
 HF0687  HISTORY     - 1962     MONUMENTED       CGS
 HF0687
 HF0687                          STATION DESCRIPTION
 HF0687
 HF0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0687'2.4 MI S FROM ROCK.
 HF0687'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE ATCHISON, TOPEKA
 HF0687'AND SANTA FE RAILROAD STATION AT ROCK, THENCE 2.1 MILES SOUTH
 HF0687'ALONG U.S. 77 HIGHWAY, THENCE 0.25 MILE SOUTHEAST, 52.9 FEET
 HF0687'WEST OF MILNUT 1962, 51 FEE WEST OF A METAL WITNESS POST,
 HF0687'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE
 HF0687'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0904 ***********************************************************************
 KF0904  DESIGNATION -  MILO
 KF0904  PID         -  KF0904
 KF0904  STATE/COUNTY-  KS/LINCOLN
 KF0904  USGS QUAD   -  ADA (1964)
 KF0904
 KF0904                         *CURRENT SURVEY CONTROL
 KF0904  ___________________________________________________________________
 KF0904* NAD 83(1997)-  39 12 13.05228(N)    097 58 02.98637(W)     ADJUSTED  
 KF0904* NAVD 88     -       470.     (meters)    1542.     (feet)  SCALED    
 KF0904  ___________________________________________________________________
 KF0904  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 KF0904  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 KF0904
 KF0904  HORZ ORDER  -  SECOND
 KF0904
 KF0904.The horizontal coordinates were established by classical geodetic methods
 KF0904.and adjusted by the National Geodetic Survey in October 1998..
 KF0904
 KF0904.The orthometric height was scaled from a topographic map.
 KF0904
 KF0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0904
 KF0904.The geoid height was determined by GEOID03.
 KF0904
 KF0904;                    North         East     Units Scale Factor Converg.
 KF0904;SPC KS N     -    96,612.735   402,807.478   MT  0.99995719   +0 01 14.0
 KF0904;UTM  14      - 4,339,881.296   589,150.467   MT  0.99969786   +0 39 09.6
 KF0904
 KF0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0904!SPC KS N     -   0.99993051  x   0.99995719  =   0.99988770
 KF0904!UTM  14      -   0.99993051  x   0.99969786  =   0.99962839
 KF0904
 KF0904:                Primary Azimuth Mark                     Grid Az
 KF0904:SPC KS N     -  MINNEAPOLIS MUN STANDPIPE                109 52 13.8
 KF0904:UTM  14      -  MINNEAPOLIS MUN STANDPIPE                109 14 18.2
 KF0904
 KF0904|---------------------------------------------------------------------|
 KF0904| PID    Reference Object                     Distance      Geod. Az  |
 KF0904|                                                           dddmmss.s |
 KF0904| KF0890 MINNEAPOLIS MUN STANDPIPE           APPROX.24.4 KM 1095327.8 |
 KF0904| CO1826 MILO RM 1                            15.620 METERS 17655     |
 KF0904| CO1827 MILO RM 2                            10.835 METERS 26414     |
 KF0904| CO1825 MILO AZ MK                                         2735454.2 |
 KF0904|---------------------------------------------------------------------|
 KF0904
 KF0904                          SUPERSEDED SURVEY CONTROL
 KF0904
 KF0904  NAD 83(1986)-  39 12 13.06161(N)    097 58 02.98497(W) AD(       ) 2
 KF0904  NAD 27      -  39 12 13.04800(N)    097 58 01.83000(W) AD(       ) 2
 KF0904
 KF0904.Superseded values are not recommended for survey control.
 KF0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0904.See file dsdata.txt to determine how the superseded data were derived.
 KF0904
 KF0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ8915039881(NAD 83)
 KF0904_MARKER: DS = TRIANGULATION STATION DISK
 KF0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0904
 KF0904  HISTORY     - Date     Condition        Report By
 KF0904  HISTORY     - 1950     MONUMENTED       CGS
 KF0904  HISTORY     - 1969     GOOD             CGS
 KF0904
 KF0904                          STATION DESCRIPTION
 KF0904
 KF0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0904'THE STATION IS LOCATED ABOUT 4.0 MILES EAST AND 1.0 MILE NORTH
 KF0904'OF BARNARD AND ABOUT 2.25 MILES NORTH OF THE SMALL SETTLEMENT
 KF0904'OF MILO.  IT IS JUST EAST OF THE HIGHEST POINT OF A PROMINENT
 KF0904'HILL, 7 FEET NORTH OF A WITNESS POST AND 3 FEET WEST OF A
 KF0904'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MILO 1950 AND PROJECTS
 KF0904'3 INCHES.
 KF0904'
 KF0904'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF A PASTURE, 1 FOOT WEST
 KF0904'OF A NORTH-SOUTH FENCE LINE AND ON THE SAME ELEVATION AS THE
 KF0904'STATION.  IT IS STAMPED MILO NO 1 1950 AND PROJECTS 2 INCHES.
 KF0904'
 KF0904'REFERENCE MARK NO. 2 IS ON THE HIGHEST POINT OF THE HILL AND IS
 KF0904'ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 KF0904'MILO NO 2 1950 AND PROJECTS 3 INCHES.
 KF0904'
 KF0904'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 61.00 FEET.
 KF0904'
 KF0904'THE AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF A CULTIVATED
 KF0904'FIELD, 36 FEET NORTH OF THE CENTER OF A T INTERSECTION, 10 FEET
 KF0904'NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WITNESS POST AND
 KF0904'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED MILO
 KF0904'1950 AND PROJECTS 2 INCHES.
 KF0904'
 KF0904'TO REACH THE STATION FROM THE POST OFFICE IN BARNARD, GO NORTH
 KF0904'FOR 0.1 MILE TO AN INTERSECTION, TURN RIGHT AND GO EAST ON
 KF0904'GRAVELED ROAD FOR 3.25 MILES TO A CROSSROAD, TURN LEFT AND
 KF0904'GO NORTH ON DIRT ROAD FOR 1.0 MILE TO A T INTERSECTION AND AZIMUTH
 KF0904'MARK JUST NORTH AS DESCRIBED.  TURN RIGHT AND GO EAST 0.95
 KF0904'MILE, TURN RIGHT INTO PASTURE AND GO SOUTHEAST FOR 0.1 MILE TO
 KF0904'TOP OF HILL AND STATION AS DESCRIBED.
 KF0904'
 KF0904'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF0904
 KF0904                          STATION RECOVERY (1969)
 KF0904
 KF0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0904'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KF0904'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KF0904'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KF0904'
 KF0904'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 KF0904'
 KF0904'AZIMUTH MARK IS 8 FEET NORTHWEST OF A POWERLINE POLE AND 1 FOOT
 KF0904'NORTH OF A METAL WITNESS POST.
 KF0904'
 KF0904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 KF0904'EAST AND 1 MILE NORTH OF BARNARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1415 ***********************************************************************
 HF1415  DESIGNATION -  MILTON
 HF1415  PID         -  HF1415
 HF1415  STATE/COUNTY-  KS/SUMNER
 HF1415  USGS QUAD   -  NORWICH (1971)
 HF1415
 HF1415                         *CURRENT SURVEY CONTROL
 HF1415  ___________________________________________________________________
 HF1415* NAD 83(1997)-  37 24 02.75195(N)    097 46 51.02962(W)     ADJUSTED  
 HF1415* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 HF1415  ___________________________________________________________________
 HF1415  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HF1415  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 HF1415
 HF1415  HORZ ORDER  -  SECOND
 HF1415
 HF1415.The horizontal coordinates were established by classical geodetic methods
 HF1415.and adjusted by the National Geodetic Survey in October 1998..
 HF1415
 HF1415.The orthometric height was scaled from a topographic map.
 HF1415
 HF1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1415
 HF1415.The geoid height was determined by GEOID03.
 HF1415
 HF1415;                    North         East     Units Scale Factor Converg.
 HF1415;SPC KS S     -   481,719.421   463,673.828   MT  0.99997634   +0 26 31.0
 HF1415;UTM  14      - 4,140,029.337   607,906.109   MT  0.99974343   +0 44 26.1
 HF1415
 HF1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1415!SPC KS S     -   0.99993197  x   0.99997634  =   0.99990831
 HF1415!UTM  14      -   0.99993197  x   0.99974343  =   0.99967542
 HF1415
 HF1415:                Primary Azimuth Mark                     Grid Az
 HF1415:SPC KS S     -  MILTON AZ MK 2                           094 04 37.4
 HF1415:UTM  14      -  MILTON AZ MK 2                           093 46 42.3
 HF1415
 HF1415|---------------------------------------------------------------------|
 HF1415| PID    Reference Object                     Distance      Geod. Az  |
 HF1415|                                                           dddmmss.s |
 HF1415| CL4920 MILTON AZ MK 2                                     0943108.4 |
 HF1415| CL4919 MILTON AZ MK                                       0943541.2 |
 HF1415| HF1379 CONWAY SPRINGS MUNICIPAL TANK       APPROX.12.5 KM 0944522.0 |
 HF1415| CL4921 MILTON RM 1                          41.349 METERS 11824     |
 HF1415| CL4922 MILTON RM 2                          27.130 METERS 20146     |
 HF1415| HF1414 NORWICH MUNICIPAL TANK              APPROX. 8.4 KM 3161837.8 |
 HF1415|---------------------------------------------------------------------|
 HF1415
 HF1415                          SUPERSEDED SURVEY CONTROL
 HF1415
 HF1415  NAD 83(1997)-  37 24 02.75711(N)    097 46 51.02962(W) AD(       ) 2
 HF1415  NAD 83(1986)-  37 24 02.76072(N)    097 46 51.02514(W) AD(       ) 2
 HF1415  NAD 27      -  37 24 02.69798(N)    097 46 49.83537(W) AD(       ) 2
 HF1415
 HF1415.Superseded values are not recommended for survey control.
 HF1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1415.See file dsdata.txt to determine how the superseded data were derived.
 HF1415
 HF1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0790640029(NAD 83)
 HF1415_MARKER: DS = TRIANGULATION STATION DISK
 HF1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1415
 HF1415  HISTORY     - Date     Condition        Report By
 HF1415  HISTORY     - 1957     MONUMENTED       CGS
 HF1415  HISTORY     - 1967     GOOD             CGS
 HF1415
 HF1415                          STATION DESCRIPTION
 HF1415
 HF1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1415'THE STATION IS LOCATED IN THE FARMYARD OF H.W. CALLAHAN
 HF1415'ON THE SOUTH SIDE OF AN EAST-WEST ROAD, AIRLINE ABOUT 2
 HF1415'MILES SOUTH OF MILTON, 9 MILES NORTH OF ARGONIA, AND 5 MILES
 HF1415'SOUTHEAST OF NORWICH.
 HF1415'
 HF1415'TO REACH THE STATION FROM THE CROSS ROAD AT THE SOUTHEAST
 HF1415'CORNER OF THE SCHOOL GROUNDS IN THE VILLAGE OF MILTON GO
 HF1415'SOUTH ON A PAVED ROAD 2.0 MILES TO A CROSS ROAD.  TURN RIGHT
 HF1415'ONTO A DIRT ROAD AND GO WEST 0.6 MILE TO A FARM AND THE
 HF1415'STATION ON THE LEFT.
 HF1415'
 HF1415'THE STATION MARK IS A STANDARD DISK STAMPED MILTON 1957 SET
 HF1415'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH
 HF1415'WITH THE GROUND.  IT IS 66 FEET SOUTH OF THE CENTERLINE OF
 HF1415'THE ROAD, 21 FEET EAST OF THE CENTER-LINE OF THE WEST ONE OF
 HF1415'TWO FARM DRIVEWAYS, AND 45 FEET SOUTHWEST OF A GUYED POWERLINE
 HF1415'POLE WITH A TRANSFORMER ON IT.
 HF1415'
 HF1415'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MILTON NO
 HF1415'1 1957 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1415'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A
 HF1415'FENCE LINE, 18 FEET EAST OF THE CENTERLINE OF THE EAST ONE
 HF1415'OF TWO FARM DRIVEWAYS, AND THE SAME ELEVATION AS THE STATION.
 HF1415'
 HF1415'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MILTON NO 2
 HF1415'1957 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1415'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF
 HF1415'FENCE LINE, 1 FOOT SOUTHEAST OF A WITNESS POST, 20 FEET
 HF1415'WEST OF THE WEST ONE OF TWO FARM DRIVEWAYS, AND THE SAME
 HF1415'ELEVATION AS THE STATION.
 HF1415'
 HF1415'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF A PAVED
 HF1415'NORTH-SOUTH ROAD AND IS A STANDARD DISK STAMPED MILTON 1957
 HF1415'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 HF1415'4 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTHWEST OF A
 HF1415'POWERLINE POLE, 1 FOOT WEST OF A FENCE LINE, AND 32 FEET
 HF1415'WEST OF THE CENTERLINE OF A ROAD.
 HF1415'
 HF1415'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST 0.6 MILE
 HF1415'TO A CROSS ROAD.  TURN RIGHT AND GO SOUTH 0.1 MILE TO A
 HF1415'POWERLINE POLE AND THE AZIMUTH MARK ON THE RIGHT.
 HF1415
 HF1415                          STATION RECOVERY (1967)
 HF1415
 HF1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 HF1415'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 HF1415'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HF1415'THE AZIMUTH MARK WAS IN THE WAY OF ROAD CONSTRUCTION AND THE
 HF1415'MARK HAD TO BE DESTROYED.
 HF1415'
 HF1415'BUSHES BLOCKED THE LINE OF SIGHT TO THE REFERENCE MARKS SO THE
 HF1415'MARKS WERE NOT MEASURED OR OBSERVED ON.
 HF1415'
 HF1415'THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 HF1415'
 HF1415'A NEW AZIMUTH MARK WAS SET.
 HF1415'
 HF1415'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK.
 HF1415'
 HF1415'AZIMUTH MARK, A STANDARD DISK STAMPED MILTON 1957 AZ. 2
 HF1415'1967, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HF1415'PROJECTS 3 INCHES.  IT IS 0.05 MILE SOUTH OF A CROSSROAD, 39.5
 HF1415'FEET WEST OF THE CENTER OF A SURFACED ROAD, 7 FEET NORTH-NORTHEAST
 HF1415'OF A POWERLINE POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST, AND
 HF1415'1 FOOT EAST OF A NORTH-SOUTH FENCE.
 HF1415'
 HF1415'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED
 HF1415'ROAD FOR 0.6 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH
 HF1415'ON A SURFACED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON
 HF1415'THE RIGHT.
 HF1415'
 HF1415'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES
 HF1415'SOUTH OF MILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0868 ***********************************************************************
 KF0868  DESIGNATION -  MILTON
 KF0868  PID         -  KF0868
 KF0868  STATE/COUNTY-  KS/CLOUD
 KF0868  USGS QUAD   -  LAMAR (1964)
 KF0868
 KF0868                         *CURRENT SURVEY CONTROL
 KF0868  ___________________________________________________________________
 KF0868* NAD 83(1997)-  39 21 00.55817(N)    097 30 23.71381(W)     ADJUSTED  
 KF0868* NAVD 88     -       479.     (meters)    1572.     (feet)  SCALED    
 KF0868  ___________________________________________________________________
 KF0868  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 KF0868  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 KF0868
 KF0868  HORZ ORDER  -  THIRD
 KF0868
 KF0868.The horizontal coordinates were established by classical geodetic methods
 KF0868.and adjusted by the National Geodetic Survey in October 1998..
 KF0868
 KF0868.The orthometric height was scaled from a topographic map.
 KF0868
 KF0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0868
 KF0868.The geoid height was determined by GEOID03.
 KF0868
 KF0868;                    North         East     Units Scale Factor Converg.
 KF0868;SPC KS N     -   112,995.209   442,529.127   MT  0.99995835   +0 18 43.9
 KF0868;UTM  14      - 4,356,698.299   628,680.323   MT  0.99980388   +0 56 49.3
 KF0868
 KF0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0868!SPC KS N     -   0.99992907  x   0.99995835  =   0.99988742
 KF0868!UTM  14      -   0.99992907  x   0.99980388  =   0.99973296
 KF0868
 KF0868:                Primary Azimuth Mark                     Grid Az
 KF0868:SPC KS N     -  MILTONVALE MUNICIPAL TANK                086 41 02.5
 KF0868:UTM  14      -  MILTONVALE MUNICIPAL TANK                086 02 57.1
 KF0868
 KF0868|---------------------------------------------------------------------|
 KF0868| PID    Reference Object                     Distance      Geod. Az  |
 KF0868|                                                           dddmmss.s |
 KF0868| KF0862 MILTONVALE MUNICIPAL TANK           APPROX. 4.6 KM 0865946.4 |
 KF0868| CO1828 MILTON AZ MK                                       0905014.9 |
 KF0868| CO1829 MILTON RM 1                           8.437 METERS 09121     |
 KF0868| CO1830 MILTON RM 2                          29.221 METERS 19954     |
 KF0868|---------------------------------------------------------------------|
 KF0868
 KF0868                          SUPERSEDED SURVEY CONTROL
 KF0868
 KF0868  NAD 83(1986)-  39 21 00.56580(N)    097 30 23.71265(W) AD(       ) 3
 KF0868  NAD 27      -  39 21 00.57300(N)    097 30 22.59200(W) AD(       ) 3
 KF0868
 KF0868.Superseded values are not recommended for survey control.
 KF0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0868.See file dsdata.txt to determine how the superseded data were derived.
 KF0868
 KF0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2868056698(NAD 83)
 KF0868_MARKER: DS = TRIANGULATION STATION DISK
 KF0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0868
 KF0868  HISTORY     - Date     Condition        Report By
 KF0868  HISTORY     - 1950     MONUMENTED       CGS
 KF0868  HISTORY     - 1969     GOOD             CGS
 KF0868
 KF0868                          STATION DESCRIPTION
 KF0868
 KF0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0868'THE STATION IS LOCATED ABOUT 3.0 MILES WEST OF MILTONVALE ON
 KF0868'THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY NO. 24.  IT IS 46.0
 KF0868'FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 24, 43.0 FEET
 KF0868'EAST OF A TELEPHONE POLE, 5.0 FEET SOUTH OF FENCE LINE AND 4.50
 KF0868'FEET SOUTH OF A WITNESS POST.  IT IS STAMPED MILTON 1950 AND SET
 KF0868'FLUSH WITH THE SURFACE OF THE GROUND.
 KF0868'
 KF0868'REFERENCE MARK NO. 1 IS 46.0 FEET NORTH OF THE CENTER OF U.S.
 KF0868'HIGHWAY NO. 24, AND 5.0 FEET SOUTH OF A FENCE LINE.  IT IS
 KF0868'STAMPED MILTON NO 1 1950 AND SET FLUSH WITH THE SURFACE OF
 KF0868'THE GROUND.
 KF0868'
 KF0868'REFERENCE MARK NO. 2 IS 50.0 FEET SOUTH OF THE CENTER OF U.S.
 KF0868'HIGHWAY NO. 24, 14.0 FEET EAST OF TELEPHONE POLE NO. E32,
 KF0868'9.0 FEET WEST OF THE CENTER OF A WIRE GATE AND 2.0 FEET NORTH OF
 KF0868'A FENCE LINE.  IT IS STAMPED MILTON NO 2 1950 AND PROJECTS 3
 KF0868'INCHES.
 KF0868'
 KF0868'THE AZIMUTH MARK IS 50.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 KF0868'NO. 24, 1.0 FOOT WEST OF A WITNESS POST, 1.0 FOOT WEST OF TELEPHONE
 KF0868'POLE AND 6 INCHES NORTH OF A FENCE LINE.  IT IS STAMPED MILTON
 KF0868'1950 AND PROJECTS 6 INCHES.
 KF0868'
 KF0868'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE NORTH
 KF0868'END OF THE BUSINESS DISTRICT IN MILTONVALE, GO WEST ON U.S.
 KF0868'HIGHWAY NO. 24 FOR 2.35 MILES TO AZIMUTH MARK AS DESCRIBED.
 KF0868'CONTINUE WEST ON U.S. HIGHWAY NO. 24 FOR 0.85 MILE TO TOP OF
 KF0868'HILL AND STATION AS DESCRIBED.
 KF0868
 KF0868                          STATION RECOVERY (1969)
 KF0868
 KF0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0868'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KF0868'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED EXCEPT THE
 KF0868'TO REACH THE STATION.  THE STATION IS NOW ALONG OLD U.S. HIGHWAY
 KF0868'24.  NEW U.S. HIGHWAY 24 IS ABOUT 3/4 MILE NORTH OF THE OLD
 KF0868'HIGHWAY.
 KF0868'
 KF0868'A METAL WITNESS POST WAS SET IN FENCE LINE 5 FEET NORTH OF THE
 KF0868'STATION MARK.
 KF0868'
 KF0868'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 KF0868'
 KF0868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 KF0868'WEST OF MILTONVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0862 ***********************************************************************
 KF0862  DESIGNATION -  MILTONVALE MUNICIPAL TANK
 KF0862  PID         -  KF0862
 KF0862  STATE/COUNTY-  KS/CLOUD
 KF0862  USGS QUAD   -  MILTONVALE (1964)
 KF0862
 KF0862                         *CURRENT SURVEY CONTROL
 KF0862  ___________________________________________________________________
 KF0862* NAD 83(1997)-  39 21 08.33399(N)    097 27 11.76754(W)     ADJUSTED  
 KF0862* NAVD 88     -                                                        
 KF0862  ___________________________________________________________________
 KF0862  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 KF0862  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 KF0862
 KF0862  HORZ ORDER  -  THIRD
 KF0862
 KF0862.The horizontal coordinates were established by classical geodetic methods
 KF0862.and adjusted by the National Geodetic Survey in October 1998..
 KF0862
 KF0862
 KF0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0862
 KF0862.The geoid height was determined by GEOID03.
 KF0862
 KF0862;                    North         East     Units Scale Factor Converg.
 KF0862;SPC KS N     -   113,261.391   447,123.342   MT  0.99995842   +0 20 45.3
 KF0862;UTM  14      - 4,357,015.327   633,270.631   MT  0.99981868   +0 58 51.3
 KF0862
 KF0862                          SUPERSEDED SURVEY CONTROL
 KF0862
 KF0862  NAD 83(1986)-  39 21 08.34140(N)    097 27 11.76650(W) AD(       ) 4
 KF0862  NAD 27      -  39 21 08.35000(N)    097 27 10.65000(W) AD(       ) 3
 KF0862
 KF0862.Superseded values are not recommended for survey control.
 KF0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0862.See file dsdata.txt to determine how the superseded data were derived.
 KF0862
 KF0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ3327157015(NAD 83)
 KF0862_MARKER: 53 = ELEVATED TANK
 KF0862
 KF0862  HISTORY     - Date     Condition        Report By
 KF0862  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0862
 KF0862                          STATION DESCRIPTION
 KF0862
 KF0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0862'LOCATED IN THE NORTHWEST EDGE OF TOWN ON THE HIGH POINT OF
 KF0862'A PROMINENT RIDGE.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT
 KF0862'80 FEET HIGH WITH THE LETTERING MILTONVALE ON THE SOUTH SIDE
 KF0862'OF TANK.  POINT OBSERVED UPON, FINIAL ON THE APEX OF THE TANK
 KF0862'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1113 ***********************************************************************
 HE1113  DESIGNATION -  MINERAL
 HE1113  PID         -  HE1113
 HE1113  STATE/COUNTY-  KS/CHEROKEE
 HE1113  USGS QUAD   -  WEST MINERAL (1973)
 HE1113
 HE1113                         *CURRENT SURVEY CONTROL
 HE1113  ___________________________________________________________________
 HE1113* NAD 83(1997)-  37 16 25.66593(N)    094 57 55.85454(W)     ADJUSTED  
 HE1113* NAVD 88     -       288.0    (meters)     945.     (feet)  VERTCON   
 HE1113  ___________________________________________________________________
 HE1113  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HE1113  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HE1113
 HE1113  HORZ ORDER  -  SECOND
 HE1113
 HE1113.The horizontal coordinates were established by classical geodetic methods
 HE1113.and adjusted by the National Geodetic Survey in October 1998..
 HE1113
 HE1113.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1113
 HE1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1113
 HE1113.The geoid height was determined by GEOID03.
 HE1113
 HE1113;                    North         East     Units Scale Factor Converg.
 HE1113;SPC KS S     -   473,323.734   713,403.239   MT  0.99999861   +2 10 19.3
 HE1113;UTM  15      - 4,127,056.804   325,736.053   MT  0.99997409   -1 11 26.4
 HE1113
 HE1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1113!SPC KS S     -   0.99995953  x   0.99999861  =   0.99995814
 HE1113!UTM  15      -   0.99995953  x   0.99997409  =   0.99993363
 HE1113
 HE1113|---------------------------------------------------------------------|
 HE1113| PID    Reference Object                     Distance      Geod. Az  |
 HE1113|                                                           dddmmss.s |
 HE1113| CN7481 MINERAL RM 1                         26.238 METERS 04341     |
 HE1113| HE1111 WEST MINERAL MUNICIPAL SPIPE        APPROX. 3.9 KM 0672303.8 |
 HE1113| CN7480 MINERAL AZ MK                                      1830906.8 |
 HE1113| CN7482 MINERAL RM 2                         24.822 METERS 19245     |
 HE1113|---------------------------------------------------------------------|
 HE1113
 HE1113                          SUPERSEDED SURVEY CONTROL
 HE1113
 HE1113  NAD 83(1997)-  37 16 25.67087(N)    094 57 55.85532(W) AD(       ) 2
 HE1113  NAD 83(1986)-  37 16 25.67953(N)    094 57 55.84574(W) AD(       ) 2
 HE1113  NAD 27      -  37 16 25.46736(N)    094 57 54.97552(W) AD(       ) 2
 HE1113  NGVD 29 (07/19/86)  287.9    (m)          945.     (f) VERT ANG       
 HE1113
 HE1113.Superseded values are not recommended for survey control.
 HE1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1113.See file dsdata.txt to determine how the superseded data were derived.
 HE1113
 HE1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2573627057(NAD 83)
 HE1113_MARKER: DS = TRIANGULATION STATION DISK
 HE1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1113
 HE1113  HISTORY     - Date     Condition        Report By
 HE1113  HISTORY     - 1966     MONUMENTED       CGS
 HE1113
 HE1113                          STATION DESCRIPTION
 HE1113
 HE1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1113'THE STATION IS ABOUT 6 MILES SOUTHEAST OF MC CUNE, 5 MILES
 HE1113'WEST OF CARONA AND 2-1/2 MILES WEST-SOUTHWEST OF WEST MINERAL,
 HE1113'ON THE SUMMIT OF A LOW HILL, IN PASTURE LAND ON PROPERTY
 HE1113'OWNED BY MRS. NORA VANDAMENT.
 HE1113'
 HE1113'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160
 HE1113'AND STATE HIGHWAY 126 ABOUT 3/4 MILE SOUTH-SOUTHEAST OF MC CUNE,
 HE1113'GO EAST ON HIGHWAY 160 FOR 3.0 MILES TO A SIDE ROAD ON THE
 HE1113'RIGHT.  TURN RIGHT AND GO SOUTH FOR 5.0 MILES TO A CROSSROAD.
 HE1113'TURN RIGHT AND GO WEST FOR 0.35 MILE TO A TRACK ROAD RIGHT.
 HE1113'(TO REACH THE AZIMUTH MARK, CONTINUE WEST FOR 0.1 MILE TO THE
 HE1113'MARK ON THE RIGHT).  TURN RIGHT AND GO NORTH ON TRACK ROAD FOR
 HE1113'0.3 MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 HE1113'NORTH, PASSING TO THE LEFT OF A HEDGEROW FOR 0.2 MILE TO THE
 HE1113'TOP OF THE RISE AND THE STATION.
 HE1113'
 HE1113'STATION MARK IS A STANDARD DISK, STAMPED MINERAL 1964, SET
 HE1113'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 HE1113'3 INCHES ABOVE THE GROUND.  IT IS 144 FEET SOUTH OF A HEDGEROW
 HE1113'AND WIRE FENCE AND 126 FEET WEST OF A HEDGEROW.
 HE1113'
 HE1113'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MINERAL NO 1
 HE1113'1964, SET IN THE TOP OF AN 18 INCH SQUARE CONCRETE POST, THAT
 HE1113'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 82 FEET SOUTH OF
 HE1113'THE HEDGEROW AND FENCE, 73 FEET WEST OF THE HEDGEROW AND
 HE1113'ABOUT THE SAME ELEVATION AS THE STATION.
 HE1113'
 HE1113'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MINERAL NO 2 1964,
 HE1113'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 HE1113'2 INCHES ABOVE THE GROUND.  IT IS 125 FEET WEST OF THE HEDGEROW
 HE1113'AND ABOUT 3 FEET LOWER THAN THE STATION.
 HE1113'
 HE1113'AZIMUTH MARK IS A STANDARD DISK, STAMPED MINERAL 1964, CEMENTED
 HE1113'IN A DRILL HOLE NEAR THE WEST EDGE OF THE NORTH ABUTMENT OF
 HE1113'A CONCRETE CULVERT.  IT IS 12 FEET NORTH OF THE CENTERLINE
 HE1113'OF A GRAVELED ROAD, 2 FEET EAST OF A WITNESS POST AND 0.1 MILE
 HE1113'WEST OF A DIM FARM ROAD.
 HE1113'
 HE1113'ALL OBJECTS VISIBLE AT 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0793 ***********************************************************************
 KH0793  DESIGNATION -  MINGO
 KH0793  PID         -  KH0793
 KH0793  STATE/COUNTY-  KS/THOMAS
 KH0793  USGS QUAD   -  MINGO (1979)
 KH0793
 KH0793                         *CURRENT SURVEY CONTROL
 KH0793  ___________________________________________________________________
 KH0793* NAD 83(1997)-  39 19 17.51346(N)    100 57 42.89874(W)     ADJUSTED  
 KH0793* NAVD 88     -       963.     (meters)    3159.     (feet)  SCALED    
 KH0793  ___________________________________________________________________
 KH0793  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 KH0793  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KH0793
 KH0793  HORZ ORDER  -  SECOND
 KH0793
 KH0793.The horizontal coordinates were established by classical geodetic methods
 KH0793.and adjusted by the National Geodetic Survey in October 1998..
 KH0793
 KH0793.The orthometric height was scaled from a topographic map.
 KH0793
 KH0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0793
 KH0793.The geoid height was determined by GEOID03.
 KH0793
 KH0793;                    North         East     Units Scale Factor Converg.
 KH0793;SPC KS N     -   113,878.182   144,641.513   MT  0.99995761   -1 52 26.6
 KH0793;UTM  14      - 4,354,293.466   330,879.213   MT  0.99995217   -1 14 36.6
 KH0793
 KH0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0793!SPC KS N     -   0.99985273  x   0.99995761  =   0.99981035
 KH0793!UTM  14      -   0.99985273  x   0.99995217  =   0.99980491
 KH0793
 KH0793:                Primary Azimuth Mark                     Grid Az
 KH0793:SPC KS N     -  KANSAS NEBR NATURAL GAS CO MST           031 58 27.3
 KH0793:UTM  14      -  KANSAS NEBR NATURAL GAS CO MST           031 20 37.3
 KH0793
 KH0793|---------------------------------------------------------------------|
 KH0793| PID    Reference Object                     Distance      Geod. Az  |
 KH0793|                                                           dddmmss.s |
 KH0793| KH0796 KANSAS NEBR NATURAL GAS CO MST      APPROX. 9.3 KM 0300600.7 |
 KH0793| CO1835 MINGO RM 1                           20.906 METERS 17835     |
 KH0793| KH0794 MINGO FARMERS COOP ELEVATOR         APPROX. 4.9 KM 1784935.3 |
 KH0793| CO1834 MINGO AZ MK                                        1805642.5 |
 KH0793| CO1836 MINGO RM 2                           22.131 METERS 26801     |
 KH0793| KH0640 COLBY STATE POLICE RADIO MAST       APPROX.12.4 KM 3084806.9 |
 KH0793| KH0641 COLBY MUNICIPAL TANK                APPROX.11.6 KM 3142811.3 |
 KH0793| KH0643 COLBY THOMAS CO CTHSE CLOCK TR      APPROX.10.8 KM 3195139.7 |
 KH0793| KH0642 COLBY RADIO STATION KXXX MAST       APPROX. 8.6 KM 3361434.1 |
 KH0793|---------------------------------------------------------------------|
 KH0793
 KH0793                          SUPERSEDED SURVEY CONTROL
 KH0793
 KH0793  NAD 83(1986)-  39 19 17.51587(N)    100 57 42.90128(W) AD(       ) 2
 KH0793  NAD 27      -  39 19 17.50000(N)    100 57 41.35300(W) AD(       ) 2
 KH0793
 KH0793.Superseded values are not recommended for survey control.
 KH0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0793.See file dsdata.txt to determine how the superseded data were derived.
 KH0793
 KH0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3087954293(NAD 83)
 KH0793_MARKER: DS = TRIANGULATION STATION DISK
 KH0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0793
 KH0793  HISTORY     - Date     Condition        Report By
 KH0793  HISTORY     - 1951     MONUMENTED       CGS
 KH0793  HISTORY     - 1963     GOOD             CGS
 KH0793
 KH0793                          STATION DESCRIPTION
 KH0793
 KH0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0793'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH AND 4.0 MILES EAST
 KH0793'OF COLBY AND ABOUT 3.0 MILES NORTH OF MINGO IN THE WEST EDGE OF
 KH0793'A CULTIVATED FIELD, JUST EAST OF POINT WHERE GRAVELED ROAD
 KH0793'CURVES SOUTH, 35 FEET EAST OF THE CENTER OF DIRT ROAD AND 2
 KH0793'FEET SOUTH OF A WITNESS POST.  IT IS STAMPED MINGO 1951 AND
 KH0793'PROJECTS 4 INCHES.
 KH0793'
 KH0793'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF A CULTIVATED, 35
 KH0793'FEET EAST OF THE CENTER OF A DIRT ROAD.  IT IS STAMPED MINGO
 KH0793'NO 1 1951 AND PROJECTS 2 INCHES.
 KH0793'
 KH0793'REFERENCE MARK NO. 2 IS NEAR THE CENTER OF A TRIANGULAR PLOT
 KH0793'OF GROUND FORMED BY A CURVE IN THE ROAD, 37 FEET WEST OF THE
 KH0793'CENTER OF A NORTH-SOUTH ROAD, 30 FEET SOUTH OF THE CENTER OF AN
 KH0793'EAST-WEST ROAD AND 2.5 FEET SOUTH OF A POWER LINE POLE.  IT IS
 KH0793'STAMPED MINGO NO 2 1951 AND PROJECTS 3 INCHES.
 KH0793'
 KH0793'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 99.40 FEET.
 KH0793'
 KH0793'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET WEST OF
 KH0793'THE CENTER OF ROAD, 2 FEET NORTHWEST OF A WITNESS POST AND 1
 KH0793'FOOT NORTH OF A POWER LINE POLE.  IT IS STAMPED MINGO 1951
 KH0793'AND PROJECTS 2 INCHES.
 KH0793'
 KH0793'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK SOUTH OF THE
 KH0793'POST OFFICE IN COLBY, GO EAST ON U.S. HIGHWAY 24 FOR 3.5 MILES
 KH0793'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR
 KH0793'5.0 MILES TO A T INTERSECTION, TURN LEFT AND GO EAST ON GRAVELED
 KH0793'ROAD FOR 1.0 MILE TO A POINT WHERE ROAD CURVES SOUTH AND STATION
 KH0793'ABOUT 50 YARDS EAST AS DESCRIBED.
 KH0793'
 KH0793'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.9
 KH0793'MILE TO AZIMUTH ON RIGHT AS DESCRIBED.
 KH0793'
 KH0793'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KH0793
 KH0793                          STATION RECOVERY (1963)
 KH0793
 KH0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KH0793'THIS STATION IS LOCATED AS DESCRIBED AND ALL MARKS WERE FOUND
 KH0793'IN GOOD CONDITION.  THE STATION MARK IS 1 FOOT NORTH OF A NEW
 KH0793'STEEL WITNESS POST AND REFERENCE MARK NO. 1 IS 1 FOOT NORTH
 KH0793'OF A STEEL POST.  THE AZIMUTH MARK IS 1.0 MILE SOUTH OF THE
 KH0793'STATION ALONG THE WEST SIDE OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0794 ***********************************************************************
 KH0794  DESIGNATION -  MINGO FARMERS COOP ELEVATOR
 KH0794  PID         -  KH0794
 KH0794  STATE/COUNTY-  KS/THOMAS
 KH0794  USGS QUAD   -  MINGO (1979)
 KH0794
 KH0794                         *CURRENT SURVEY CONTROL
 KH0794  ___________________________________________________________________
 KH0794* NAD 83(1997)-  39 16 38.69802(N)    100 57 38.71290(W)     ADJUSTED  
 KH0794* NAVD 88     -                                                        
 KH0794  ___________________________________________________________________
 KH0794  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 KH0794  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KH0794
 KH0794  HORZ ORDER  -  THIRD
 KH0794
 KH0794.The horizontal coordinates were established by classical geodetic methods
 KH0794.and adjusted by the National Geodetic Survey in October 1998..
 KH0794
 KH0794
 KH0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0794
 KH0794.The geoid height was determined by GEOID03.
 KH0794
 KH0794;                    North         East     Units Scale Factor Converg.
 KH0794;SPC KS N     -   108,979.986   144,581.623   MT  0.99995696   -1 52 23.9
 KH0794;UTM  14      - 4,349,394.933   330,873.280   MT  0.99995220   -1 14 29.8
 KH0794
 KH0794                          SUPERSEDED SURVEY CONTROL
 KH0794
 KH0794  NAD 83(1986)-  39 16 38.70042(N)    100 57 38.71473(W) AD(       ) 4
 KH0794  NAD 27      -  39 16 38.69700(N)    100 57 37.15900(W) AD(       ) 3
 KH0794
 KH0794.Superseded values are not recommended for survey control.
 KH0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0794.See file dsdata.txt to determine how the superseded data were derived.
 KH0794
 KH0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3087349395(NAD 83)
 KH0794_MARKER: 65 = GRAIN ELEVATOR
 KH0794
 KH0794  HISTORY     - Date     Condition        Report By
 KH0794  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0794
 KH0794                          STATION DESCRIPTION
 KH0794
 KH0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0794'THE STATION IS A REINFORCED CONCRETE STRUCTURE COMPOSED OF
 KH0794'FOUR CIRCULAR GRAIN STORAGE TANKS WITH CONNECTING WALLS
 KH0794'BETWEEN.  THE TANKS PROPERT ARE 100 FEET HIGH WITH A SQUARE
 KH0794'HEAD-HOUSE IN THE CENTER OF THE STRUCTURE WHICH RISES 30
 KH0794'FEET ABOVE THE TOP OF THE TANKS.  IT IS 40 FEET SQUARE AT THE
 KH0794'BASE AND HAS AN OVERALL HEIGHT OF 130 FEET.
 KH0794'
 KH0794'IT IS LOCATED AT THE WEST EDGE OF THE SMALL COMMUNITY OF
 KH0794'MINGO JUST WEST OF THE UNION PACIFIC RAILROAD TRACKS.
 KH0794'
 KH0794'THE POINT OBSERVED UPON WAS THE CENTER OF THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0477 ***********************************************************************
 KF0477  DESIGNATION -  MINN
 KF0477  PID         -  KF0477
 KF0477  STATE/COUNTY-  KS/OTTAWA
 KF0477  USGS QUAD   -  MINNEAPOLIS NORTH (1965)
 KF0477
 KF0477                         *CURRENT SURVEY CONTROL
 KF0477  ___________________________________________________________________
 KF0477* NAD 83(1997)-  39 09 53.51652(N)    097 40 02.67974(W)     ADJUSTED  
 KF0477* NAVD 88     -       406.572  (meters)    1333.89   (feet)  ADJUSTED  
 KF0477  ___________________________________________________________________
 KF0477  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 KF0477  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 KF0477  DYNAMIC HT  -         406.313 (meters)    1333.05  (feet)  COMP
 KF0477  MODELED GRAV-     979,977.3   (mgal)                       NAVD 88
 KF0477
 KF0477  HORZ ORDER  -  SECOND
 KF0477  VERT ORDER  -  SECOND    CLASS 0
 KF0477
 KF0477.The horizontal coordinates were established by classical geodetic methods
 KF0477.and adjusted by the National Geodetic Survey in October 1998..
 KF0477
 KF0477.The orthometric height was determined by differential leveling
 KF0477.and adjusted by the National Geodetic Survey in June 1991..
 KF0477
 KF0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0477
 KF0477.The geoid height was determined by GEOID03.
 KF0477
 KF0477.The dynamic height is computed by dividing the NAVD 88
 KF0477.geopotential number by the normal gravity value computed on the
 KF0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0477.degrees latitude (g = 980.6199 gals.).
 KF0477
 KF0477.The modeled gravity was interpolated from observed gravity values.
 KF0477
 KF0477;                    North         East     Units Scale Factor Converg.
 KF0477;SPC KS N     -    92,362.107   428,742.733   MT  0.99995797   +0 12 37.6
 KF0477;UTM  14      - 4,335,917.771   615,125.075   MT  0.99976319   +0 50 30.1
 KF0477
 KF0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0477!SPC KS N     -   0.99994049  x   0.99995797  =   0.99989847
 KF0477!UTM  14      -   0.99994049  x   0.99976319  =   0.99970370
 KF0477
 KF0477:                Primary Azimuth Mark                     Grid Az
 KF0477:SPC KS N     -  PIPE AZ MK RESET                         012 35 07.0
 KF0477:UTM  14      -  PIPE AZ MK RESET                         011 57 14.5
 KF0477
 KF0477|---------------------------------------------------------------------|
 KF0477| PID    Reference Object                     Distance      Geod. Az  |
 KF0477|                                                           dddmmss.s |
 KF0477| KF0889 PIPE AZ MK RESET                    APPROX. 1.2 KM 0124744.6 |
 KF0477| KF0728 MINN RM 1                            18.545 METERS 27725     |
 KF0477| KF0729 MINN RM 2                            17.080 METERS 35547     |
 KF0477|---------------------------------------------------------------------|
 KF0477
 KF0477                          SUPERSEDED SURVEY CONTROL
 KF0477
 KF0477  NAD 83(1986)-  39 09 53.52527(N)    097 40 02.67900(W) AD(       ) 2
 KF0477  NAD 27      -  39 09 53.52700(N)    097 40 01.55760(W) AD(       ) 2
 KF0477  NGVD 29 (??/??/92)  406.466  (m)         1333.55   (f) ADJ UNCH    2 0
 KF0477
 KF0477.Superseded values are not recommended for survey control.
 KF0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0477.See file dsdata.txt to determine how the superseded data were derived.
 KF0477
 KF0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1512535918(NAD 83)
 KF0477_MARKER: DS = TRIANGULATION STATION DISK
 KF0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0477_STAMPING: MINN 1960
 KF0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0477+STABILITY: SURFACE MOTION
 KF0477
 KF0477  HISTORY     - Date     Condition        Report By
 KF0477  HISTORY     - 1960     MONUMENTED       CGS
 KF0477  HISTORY     - 1960     GOOD             CGS
 KF0477
 KF0477                          STATION DESCRIPTION
 KF0477
 KF0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WH)
 KF0477'4 MILES NORTHEAST OF MINNEAPOLIS, AND ALONG U.S. HIGHWAY 81,
 KF0477'AT THE SECURITY GATE AND ON THE NORTH SIDE OF THE ENTRANCE ROAD
 KF0477'AND 41 FEET FROM THE CENTER, 10 FEET SOUTHEAST FROM A CORNER
 KF0477'POST ENCLOSING THE SITE, THE STATION MARK SET IN A CYLINDRICAL
 KF0477'CONCRETE MONUMENT PROJECTING 3 INCHES, 5 FEET WEST FROM A
 KF0477'METAL WITNESS POST WITH SIGN.  STATION SURFACE AND UNDERGROUND
 KF0477'DISKS ARE STAMPED MINN 1960.
 KF0477'
 KF0477'REFERENCE MARKS ARE STANDARD DISKS SET IN CYLINDRICAL CONCRETE
 KF0477'MONUMENTS, STAMPED RESPECTIVELY MINN NO 1 1960 AND MINN NO
 KF0477'2 1960, EACH PROJECTING ABOUT 6 INCHES ABOVE GROUND, NO 1
 KF0477'IS 45 FEET NORTH FROM CENTER OF THE ENTRANCE ROAD, 2 FEET
 KF0477'SOUTH OF FENCE, AND NO. 2 IS 2 FEET EAST FROM THE NORTH-SOUTH
 KF0477'FENCE.
 KF0477'
 KF0477'SECOND ORDER SPIRIT LEVELS WERE RUN OVER THESE MARKS.
 KF0477
 KF0477                          STATION RECOVERY (1960)
 KF0477
 KF0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 KF0477'4 MI NE FROM MINNEAPOLIS.
 KF0477'AT MISSILE SITE 550-10, AT THE SECURITY GATE, AND TO THE NORTH
 KF0477'SIDE OF THIS ENTRANCE ROAD, AND AT THE FENCE CORNER, SET IN A
 KF0477'CYLINDRICAL CONCRETE MONUMENT, WITNESSED BY TWO REFERENCE MARKS,
 KF0477'REFERENCE MARK NUMBER 1 BEING 60.85 FEET WEST, AND NUMBER 2
 KF0477'BEING 56.04 FEET NORTH NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0888 ***********************************************************************
 KF0888  DESIGNATION -  MINN STATION A
 KF0888  PID         -  KF0888
 KF0888  STATE/COUNTY-  KS/OTTAWA
 KF0888  USGS QUAD   -  MINNEAPOLIS NORTH (1965)
 KF0888
 KF0888                         *CURRENT SURVEY CONTROL
 KF0888  ___________________________________________________________________
 KF0888* NAD 83(1997)-  39 09 53.61443(N)    097 40 05.93848(W)     ADJUSTED  
 KF0888* NAVD 88     -       405.13   (+/-2cm)    1329.2    (feet)  VERTCON   
 KF0888  ___________________________________________________________________
 KF0888  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 KF0888  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 KF0888
 KF0888  HORZ ORDER  -  SECOND
 KF0888  VERT ORDER  -  THIRD ? (See Below)
 KF0888
 KF0888.The horizontal coordinates were established by classical geodetic methods
 KF0888.and adjusted by the National Geodetic Survey in October 1998..
 KF0888
 KF0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0888.The vertical order pertains to the NGVD 29 superseded value.
 KF0888
 KF0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0888
 KF0888.The geoid height was determined by GEOID03.
 KF0888
 KF0888;                    North         East     Units Scale Factor Converg.
 KF0888;SPC KS N     -    92,364.840   428,664.493   MT  0.99995797   +0 12 35.5
 KF0888;UTM  14      - 4,335,919.641   615,046.825   MT  0.99976297   +0 50 28.0
 KF0888
 KF0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0888!SPC KS N     -   0.99994072  x   0.99995797  =   0.99989869
 KF0888!UTM  14      -   0.99994072  x   0.99976297  =   0.99970370
 KF0888
 KF0888|---------------------------------------------------------------------|
 KF0888| PID    Reference Object                     Distance      Geod. Az  |
 KF0888|                                                           dddmmss.s |
 KF0888| KF0477 MINN                                 78.291 METERS 09213     |
 KF0888| KF0475 PIPE                                APPROX. 0.6 KM 3573609.6 |
 KF0888|---------------------------------------------------------------------|
 KF0888
 KF0888                          SUPERSEDED SURVEY CONTROL
 KF0888
 KF0888  NAD 83(1986)-  39 09 53.62317(N)    097 40 05.93770(W) AD(       ) 2
 KF0888  NAD 27      -  39 09 53.62490(N)    097 40 04.81660(W) AD(       ) 2
 KF0888  NGVD 29 (07/19/86)  405.02   (m)         1328.8    (f) LEVELING    3  
 KF0888
 KF0888.Superseded values are not recommended for survey control.
 KF0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0888.See file dsdata.txt to determine how the superseded data were derived.
 KF0888
 KF0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1504735920(NAD 83)
 KF0888_MARKER: DS = TRIANGULATION STATION DISK
 KF0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0888+STABILITY: SURFACE MOTION
 KF0888
 KF0888  HISTORY     - Date     Condition        Report By
 KF0888  HISTORY     - 1960     MONUMENTED       CGS
 KF0888
 KF0888                          STATION DESCRIPTION
 KF0888
 KF0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WH)
 KF0888'4 MILES NORTHEAST OF MINNEAPOLIS, AND ALONG U.S. HIGHWAY 81,
 KF0888'AT THE ENTRANCE ROAD TO THE SITE WHERE TURNING OF THE HIGHWAY,
 KF0888'55 FEET FROM CENTER LINE OF THE HIGHWAY, 47 FEET NORTH FROM
 KF0888'ENTRANCE ROAD, 2-1/2 FEET SOUTH FROM CORNER POST IN FENCE, A
 KF0888'TRIANGULATION STATION DISK SET IN A CYLINDRICAL CONCRETE POST,
 KF0888'PROJECTING 4 INCHES AND TO A DEPTH OF 22 INCHES, STAMPED WITH
 KF0888'THE LETTER A (AND 1960).
 KF0888'
 KF0888'THIS MARK WAS USED AS A A STATION FOR TRAVERSE, AND LEVELED OVER
 KF0888'DURING SECOND-ORDER SPIRIT LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0890 ***********************************************************************
 KF0890  DESIGNATION -  MINNEAPOLIS MUN STANDPIPE
 KF0890  PID         -  KF0890
 KF0890  STATE/COUNTY-  KS/OTTAWA
 KF0890  USGS QUAD   -  MINNEAPOLIS NORTH (1965)
 KF0890
 KF0890                         *CURRENT SURVEY CONTROL
 KF0890  ___________________________________________________________________
 KF0890* NAD 83(1997)-  39 07 42.99385(N)    097 42 08.54300(W)     ADJUSTED  
 KF0890* NAVD 88     -                                                        
 KF0890  ___________________________________________________________________
 KF0890  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 KF0890  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 KF0890
 KF0890  HORZ ORDER  -  THIRD
 KF0890
 KF0890.The horizontal coordinates were established by classical geodetic methods
 KF0890.and adjusted by the National Geodetic Survey in October 1998..
 KF0890
 KF0890
 KF0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0890
 KF0890.The geoid height was determined by GEOID03.
 KF0890
 KF0890;                    North         East     Units Scale Factor Converg.
 KF0890;SPC KS N     -    88,326.670   425,734.514   MT  0.99995911   +0 11 17.9
 KF0890;UTM  14      - 4,331,850.264   612,162.068   MT  0.99975490   +0 49 08.3
 KF0890
 KF0890                          SUPERSEDED SURVEY CONTROL
 KF0890
 KF0890  NAD 83(1986)-  39 07 43.00276(N)    097 42 08.54237(W) AD(       ) 4
 KF0890  NAD 27      -  39 07 43.00900(N)    097 42 07.41400(W) AD(       ) 3
 KF0890
 KF0890.Superseded values are not recommended for survey control.
 KF0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0890.See file dsdata.txt to determine how the superseded data were derived.
 KF0890
 KF0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1216231850(NAD 83)
 KF0890_MARKER: 52 = STANDPIPE TANK
 KF0890
 KF0890  HISTORY     - Date     Condition        Report By
 KF0890  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0890
 KF0890                          STATION DESCRIPTION
 KF0890
 KF0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0890'LOCATED ON THE HIGH POINT OF A PROMINENT RIDGE IN THE NORTHEAST
 KF0890'EDGE OF TOWN.  IT IS AN ALL STEEL STRUCTURE ABOUT 80 FEET HIGH.
 KF0890'POINT OBSERVED, CENTER OF THE TOP OF STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0904 ***********************************************************************
 HH0904  DESIGNATION -  MINNEOLA
 HH0904  PID         -  HH0904
 HH0904  STATE/COUNTY-  KS/CLARK
 HH0904  USGS QUAD   -  MINNEOLA (1967)
 HH0904
 HH0904                         *CURRENT SURVEY CONTROL
 HH0904  ___________________________________________________________________
 HH0904* NAD 83(1997)-  37 24 05.95702(N)    100 00 15.43275(W)     ADJUSTED  
 HH0904* NAVD 88     -       785.     (meters)    2575.     (feet)  SCALED    
 HH0904  ___________________________________________________________________
 HH0904  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 HH0904  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 HH0904
 HH0904  HORZ ORDER  -  FIRST
 HH0904
 HH0904.The horizontal coordinates were established by classical geodetic methods
 HH0904.and adjusted by the National Geodetic Survey in October 1998..
 HH0904
 HH0904.The orthometric height was scaled from a topographic map.
 HH0904
 HH0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0904
 HH0904.The geoid height was determined by GEOID03.
 HH0904
 HH0904;                    North         East     Units Scale Factor Converg.
 HH0904;SPC KS S     -   482,647.083   266,817.456   MT  0.99997620   -0 55 27.9
 HH0904;UTM  14      - 4,139,903.943   411,113.513   MT  0.99969732   -0 36 36.2
 HH0904
 HH0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0904!SPC KS S     -   0.99988096  x   0.99997620  =   0.99985717
 HH0904!UTM  14      -   0.99988096  x   0.99969732  =   0.99957832
 HH0904
 HH0904|---------------------------------------------------------------------|
 HH0904| PID    Reference Object                     Distance      Geod. Az  |
 HH0904|                                                           dddmmss.s |
 HH0904| CK9436 MINNEOLA RM 1                         7.718 METERS 00138     |
 HH0904| HG1018 MINNEOLA NATURAL GAS RAD TOWER      APPROX.14.1 KM 0152738.7 |
 HH0904| CK9435 MINNEOLA AZ MK                                     0762706.5 |
 HH0904| CK9437 MINNEOLA RM 2                        34.321 METERS 17823     |
 HH0904| HH0906 MINNEOLA MUN WATER TANK             APPROX. 4.8 KM 3513752.8 |
 HH0904|---------------------------------------------------------------------|
 HH0904
 HH0904                          SUPERSEDED SURVEY CONTROL
 HH0904
 HH0904  NAD 83(1997)-  37 24 05.96480(N)    100 00 15.43279(W) AD(       ) 1
 HH0904  NAD 83(1986)-  37 24 05.95478(N)    100 00 15.43373(W) AD(       ) 1
 HH0904  NAD 27      -  37 24 05.87362(N)    100 00 13.94694(W) AD(       ) 1
 HH0904
 HH0904.Superseded values are not recommended for survey control.
 HH0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0904.See file dsdata.txt to determine how the superseded data were derived.
 HH0904
 HH0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1111439904(NAD 83)
 HH0904_MARKER: DS = TRIANGULATION STATION DISK
 HH0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0904
 HH0904  HISTORY     - Date     Condition        Report By
 HH0904  HISTORY     - 1964     MONUMENTED       CGS
 HH0904  HISTORY     - 1970     GOOD             NGS
 HH0904
 HH0904                          STATION DESCRIPTION
 HH0904
 HH0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HH0904'THE STATION IS LOCATED 8 MILES SOUTHWEST OF BLOOM, 3 MILES SOUTH OF
 HH0904'MINNEOLA, ON THE HIGHEST POINT OF A PROMINENT KNOLL, ALONG THE EAST
 HH0904'SIDE OF THE APPLETON TOWNSHIP CEMETERY, IN SECTION 25, T 30 S, R 25
 HH0904'W.
 HH0904'
 HH0904'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND 283 IN
 HH0904'IN MINNELOLA, GO SOUTH ON U.S. HIGHWAY 283 FOR 2.95 MILES TO A
 HH0904'CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.5 MILE
 HH0904'TO THE MAIN ENTRANCE TO THE CEMETERY ON THE LEFT.  TURN LEFT,
 HH0904'THENCE RIGHT AND FOLLOW A TRACK ROAD EAST AND NORTH AROUND THE
 HH0904'EDGE OF THE CEMETERY FOR 0.2 MILE TO THE STATION.
 HH0904'
 HH0904'THE STATION MARKS ARE STANDARD DISKS STAMPED MINNEOLA 1964.  THE
 HH0904'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HH0904'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. IT IS 58 FEET
 HH0904'NORTH OF A 12-INCH ELM TREE, 15.5 FEET EAST OF THE CENTER OF A
 HH0904'TRACK ROAD AND 3.3 FEET WEST OF A METAL WITNESS POST AND A
 HH0904'NORTH-SOUTH FENCE.  THE UNDERGROUND DISK IS SET IN A MASS OF
 HH0904'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0904'
 HH0904'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MINNEOLA NO 1 1964,
 HH0904'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS 1
 HH0904'INCH BELOW THE SURFACE OF THE GROUND. IT IS 48 FEET NORTH OF AN
 HH0904'8-INCH ELM TREE AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 HH0904'
 HH0904'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MINNEOLA NO 2 1964,
 HH0904'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS 1 INCH
 HH0904'BELOW THE SURFACE OF THE GROUND.  IT IS 54.5 FEET SOUTH OF THE
 HH0904'12-INCH ELM TREE, 18 FEET EAST OF THE CENTER OF THE CENTER OF THE
 HH0904'TRACK ROAD AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 HH0904'
 HH0904'THE AZMIUTH MARK, A STANDARD DISK STAMPED MINNEOLA 1964, IS SET
 HH0904'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 HH0904'INCHES.  IT IS 46 FEET NORTH OF THE CENTER OF A DRIVEWAY, 26 FEET
 HH0904'EAST OF THE CENTER OF AN OILED ROAD, 2 FEET SOUTHEAST OF A FENCE
 HH0904'CORNER AND 1.7 FEET WEST OF A METAL WITNESS POST.
 HH0904'
 HH0904'TO REACH THE AZIMUTH MARK FROM THE MAIN ENTRANCE TO THE CEMETERY,
 HH0904'GO EAST ON THE GRAVELED ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN
 HH0904'LEFT AND GO NORTH ON AN OILED ROAD FOR 0.25 MILE TO THE MARK ON THE
 HH0904'RIGHT, AT AN ABANDONED FARMSTEAD.
 HH0904'
 HH0904'NOTE-- 5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 HH0904'
 HH0904'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HH0904
 HH0904                          STATION RECOVERY (1970)
 HH0904
 HH0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0904'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO LOCATION.
 HH0904'
 HH0904'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HH0904'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1964.  A DIFFERENCE WAS
 HH0904'NOTED IN THE DISTANCES TO REFERENCE MARKS 1 AND 2, AND THE 1970
 HH0904'MEASUREMENTS WERE CONFIRMED TO BE CORRECT.  THE TO REACH FOR THE
 HH0904'STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0992 ***********************************************************************
 HG0992  DESIGNATION -  MINNEOLA A T AND T MICROWAVE
 HG0992  PID         -  HG0992
 HG0992  STATE/COUNTY-  KS/CLARK
 HG0992  USGS QUAD   -  BLOOM SW (1979)
 HG0992
 HG0992                         *CURRENT SURVEY CONTROL
 HG0992  ___________________________________________________________________
 HG0992* NAD 83(1997)-  37 22 12.52181(N)    099 56 42.91272(W)     ADJUSTED  
 HG0992* NAVD 88     -                                                        
 HG0992  ___________________________________________________________________
 HG0992  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 HG0992  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 HG0992
 HG0992  HORZ ORDER  -  THIRD
 HG0992
 HG0992.The horizontal coordinates were established by classical geodetic methods
 HG0992.and adjusted by the National Geodetic Survey in October 1998..
 HG0992
 HG0992
 HG0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0992
 HG0992.The geoid height was determined by GEOID03.
 HG0992
 HG0992;                    North         East     Units Scale Factor Converg.
 HG0992;SPC KS S     -   479,067.796   271,989.359   MT  0.99998127   -0 53 17.3
 HG0992;UTM  14      - 4,136,354.108   416,303.489   MT  0.99968629   -0 34 25.6
 HG0992
 HG0992                          SUPERSEDED SURVEY CONTROL
 HG0992
 HG0992  NAD 83(1997)-  37 22 12.52948(N)    099 56 42.91264(W) AD(       ) 4
 HG0992  NAD 83(1986)-  37 22 12.51829(N)    099 56 42.91286(W) AD(       ) 4
 HG0992  NAD 27      -  37 22 12.43571(N)    099 56 41.43021(W) AD(       ) 3
 HG0992
 HG0992.Superseded values are not recommended for survey control.
 HG0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0992.See file dsdata.txt to determine how the superseded data were derived.
 HG0992
 HG0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1630336354(NAD 83)
 HG0992_MARKER: 44 = MICROWAVE MAST
 HG0992
 HG0992  HISTORY     - Date     Condition        Report By
 HG0992  HISTORY     - 1970     FIRST OBSERVED   NGS
 HG0992
 HG0992                          STATION DESCRIPTION
 HG0992
 HG0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0992'THE STATION IS THE RED LIGHT ON TOP OF THE MICROWAVE MAST.  IT IS
 HG0992'LOCATED 6 MILES SOUTH OF MINNEOLA, 1 MILE EAST OF US HIGHWAY 283, A
 HG0992'4-LEGGED STEEL MAST 262.5 FEET HIGH AND IS PAINTED ALTERNATE
 HG0992'SECTIONS OF RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0874 ***********************************************************************
 HH0874  DESIGNATION -  MINNEOLA KANS PWR AND LT TANK
 HH0874  PID         -  HH0874
 HH0874  STATE/COUNTY-  KS/FORD
 HH0874  USGS QUAD   -  ENSIGN SE (1969)
 HH0874
 HH0874                         *CURRENT SURVEY CONTROL
 HH0874  ___________________________________________________________________
 HH0874* NAD 83(1997)-  37 31 33.71609(N)    100 00 53.21484(W)     ADJUSTED  
 HH0874* NAVD 88     -                                                        
 HH0874  ___________________________________________________________________
 HH0874  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HH0874  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 HH0874
 HH0874  HORZ ORDER  -  THIRD
 HH0874
 HH0874.The horizontal coordinates were established by classical geodetic methods
 HH0874.and adjusted by the National Geodetic Survey in October 1998..
 HH0874
 HH0874
 HH0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0874
 HH0874.The geoid height was determined by GEOID03.
 HH0874
 HH0874;                    North         East     Units Scale Factor Converg.
 HH0874;SPC KS S     -   496,464.061   266,112.614   MT  0.99995914   -0 55 51.2
 HH0874;UTM  14      - 4,153,713.140   410,333.280   MT  0.99969903   -0 37 05.4
 HH0874
 HH0874                          SUPERSEDED SURVEY CONTROL
 HH0874
 HH0874  NAD 83(1997)-  37 31 33.72390(N)    100 00 53.21454(W) AD(       ) 4
 HH0874  NAD 83(1986)-  37 31 33.71481(N)    100 00 53.21522(W) AD(       ) 4
 HH0874  NAD 27      -  37 31 33.63907(N)    100 00 51.72904(W) AD(       ) 3
 HH0874
 HH0874.Superseded values are not recommended for survey control.
 HH0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0874.See file dsdata.txt to determine how the superseded data were derived.
 HH0874
 HH0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1033353713(NAD 83)
 HH0874_MARKER: 53 = ELEVATED TANK
 HH0874
 HH0874  HISTORY     - Date     Condition        Report By
 HH0874  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0874  HISTORY     - 1970     GOOD             NGS
 HH0874
 HH0874                          STATION DESCRIPTION
 HH0874
 HH0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0874'THE STATION IS THE CENTER OF THE BALL ON TOP OF THE TANK.  THE TANK
 HH0874'IS ABOUT 4-1/2 MILES NORTH OF MINNEOLA AND 0.1 MILE EAST OF U. S.
 HH0874'HIGHWAY 283.  THE TANK IS SUPPORTED BY SIX LEGS, IS SILVER COLORED
 HH0874'WITH A BLUE AND WHITE MONOGRAM ON THE WEST SIDE AND IS 65 FEET
 HH0874'HIGH.  IT IS ON THE PROPERTY OF THE KANSAS POWER AND LIGHT COMPANY.
 HH0874
 HH0874                          STATION RECOVERY (1970)
 HH0874
 HH0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0874'THE STATION WAS RECOVERED AS DESCRIBED BY H. W. KEITH IN 1961 AND
 HH0874'THE DESCRIPTION IS ADEQUATE.  THE NAME OF THIS STATION WAS, KANSAS
 HH0874'POWER AND LIGHT CO., WATER TANK.
 HH0874'
 HH0874'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES NORTH OF
 HH0874'MINNEOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0906 ***********************************************************************
 HH0906  DESIGNATION -  MINNEOLA MUN WATER TANK
 HH0906  PID         -  HH0906
 HH0906  STATE/COUNTY-  KS/CLARK
 HH0906  USGS QUAD   -  MINNEOLA (1967)
 HH0906
 HH0906                         *CURRENT SURVEY CONTROL
 HH0906  ___________________________________________________________________
 HH0906* NAD 83(1997)-  37 26 39.10458(N)    100 00 43.68916(W)     ADJUSTED  
 HH0906* NAVD 88     -                                                        
 HH0906  ___________________________________________________________________
 HH0906  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HH0906  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 HH0906
 HH0906  HORZ ORDER  -  THIRD
 HH0906
 HH0906.The horizontal coordinates were established by classical geodetic methods
 HH0906.and adjusted by the National Geodetic Survey in October 1998..
 HH0906
 HH0906
 HH0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0906
 HH0906.The geoid height was determined by GEOID03.
 HH0906
 HH0906;                    North         East     Units Scale Factor Converg.
 HH0906;SPC KS S     -   487,379.012   266,199.171   MT  0.99996984   -0 55 45.3
 HH0906;UTM  14      - 4,144,631.112   410,469.473   MT  0.99969873   -0 36 55.5
 HH0906
 HH0906                          SUPERSEDED SURVEY CONTROL
 HH0906
 HH0906  NAD 83(1997)-  37 26 39.11231(N)    100 00 43.68901(W) AD(       ) 4
 HH0906  NAD 83(1986)-  37 26 39.10254(N)    100 00 43.68993(W) AD(       ) 4
 HH0906  NAD 27      -  37 26 39.02323(N)    100 00 42.20257(W) AD(       ) 3
 HH0906
 HH0906.Superseded values are not recommended for survey control.
 HH0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0906.See file dsdata.txt to determine how the superseded data were derived.
 HH0906
 HH0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1046944631(NAD 83)
 HH0906_MARKER: 53 = ELEVATED TANK
 HH0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HH0906+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HH0906
 HH0906  HISTORY     - Date     Condition        Report By
 HH0906  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0906  HISTORY     - 1970     GOOD             NGS
 HH0906  HISTORY     - 20040821 GOOD             USPSQD
 HH0906
 HH0906                          STATION DESCRIPTION
 HH0906
 HH0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0906'THE STATION IS THE BALL ATOP THE WATER TANK.  THE TANK IS IN THE
 HH0906'NORTH CENTRAL PART OF THE TOWN.  IT IS 1/2 BLOCK NORTH OF FRONT
 HH0906'STREET AND 130 FEET EAST OF THE CENTER OF CHESTNUT STREET.  THE
 HH0906'TANK IS SILVER COLORED, SUPPORTED BY FOUR LEGS, A LEGEND ON THE
 HH0906'WEST AND EAST SIDE, MINNEOLA, AND IS 112 FEET HIGH.
 HH0906
 HH0906                          STATION RECOVERY (1970)
 HH0906
 HH0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0906'THE STATION WAS RECOVERED AS DESCRIBED BY H. W. KEITH IN 1961 AND
 HH0906'THE DESCRIPTION IS ADEQUATE.  THE NAME OF THIS STATION WAS MINNEOLA
 HH0906'MUN WATER TANK.
 HH0906
 HH0906                          STATION RECOVERY (2004)
 HH0906
 HH0906'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HH0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1018 ***********************************************************************
 HG1018  DESIGNATION -  MINNEOLA NATURAL GAS RAD TOWER
 HG1018  PID         -  HG1018
 HG1018  STATE/COUNTY-  KS/FORD
 HG1018  USGS QUAD   -  FORT DODGE SW (1969)
 HG1018
 HG1018                         *CURRENT SURVEY CONTROL
 HG1018  ___________________________________________________________________
 HG1018* NAD 83(1997)-  37 31 26.63608(N)    099 57 42.39012(W)     ADJUSTED  
 HG1018* NAVD 88     -                                                        
 HG1018  ___________________________________________________________________
 HG1018  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HG1018  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 HG1018
 HG1018  HORZ ORDER  -  THIRD
 HG1018
 HG1018.The horizontal coordinates were established by classical geodetic methods
 HG1018.and adjusted by the National Geodetic Survey in October 1998..
 HG1018
 HG1018
 HG1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1018
 HG1018.The geoid height was determined by GEOID03.
 HG1018
 HG1018;                    North         East     Units Scale Factor Converg.
 HG1018;SPC KS S     -   496,171.034   270,793.932   MT  0.99995937   -0 53 53.9
 HG1018;UTM  14      - 4,153,445.728   415,014.884   MT  0.99968896   -0 35 09.0
 HG1018
 HG1018                          SUPERSEDED SURVEY CONTROL
 HG1018
 HG1018  NAD 83(1997)-  37 31 26.64386(N)    099 57 42.38988(W) AD(       ) 4
 HG1018  NAD 83(1986)-  37 31 26.63525(N)    099 57 42.39090(W) AD(       ) 4
 HG1018  NAD 27      -  37 31 26.56057(N)    099 57 40.91160(W) AD(       ) 3
 HG1018
 HG1018.Superseded values are not recommended for survey control.
 HG1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1018.See file dsdata.txt to determine how the superseded data were derived.
 HG1018
 HG1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1501553446(NAD 83)
 HG1018_MARKER: 43 = RADIO/TV TOWER
 HG1018
 HG1018  HISTORY     - Date     Condition        Report By
 HG1018  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG1018
 HG1018                          STATION DESCRIPTION
 HG1018
 HG1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1018'THE STATION IS THE LIGHT ATOP OF THE NATURAL GAS AND PIPELINE CO. OF
 HG1018'AMERICA TOWER, LOCATED ABOUT 5-1/2 MILES NORTH AND 3 MILES EAST OF
 HG1018'MINNEOLA.  IT IS A FOUR LEGGED STEEL STRUCTURE, PAINTED RED AND
 HG1018'WHITE, AND HAS AN OVERALL HEIGHT OF 250 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1019 ***********************************************************************
 HG1019  DESIGNATION -  MINNEOLA NATURAL GAS TANK
 HG1019  PID         -  HG1019
 HG1019  STATE/COUNTY-  KS/FORD
 HG1019  USGS QUAD   -  FORT DODGE SW (1969)
 HG1019
 HG1019                         *CURRENT SURVEY CONTROL
 HG1019  ___________________________________________________________________
 HG1019* NAD 83(1997)-  37 31 21.07094(N)    099 57 44.20763(W)     ADJUSTED  
 HG1019* NAVD 88     -                                                        
 HG1019  ___________________________________________________________________
 HG1019  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HG1019  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 HG1019
 HG1019  HORZ ORDER  -  THIRD
 HG1019
 HG1019.The horizontal coordinates were established by classical geodetic methods
 HG1019.and adjusted by the National Geodetic Survey in October 1998..
 HG1019
 HG1019
 HG1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1019
 HG1019.The geoid height was determined by GEOID03.
 HG1019
 HG1019;                    North         East     Units Scale Factor Converg.
 HG1019;SPC KS S     -   496,000.190   270,746.620   MT  0.99995955   -0 53 55.0
 HG1019;UTM  14      - 4,153,274.674   414,968.517   MT  0.99968906   -0 35 10.1
 HG1019
 HG1019                          SUPERSEDED SURVEY CONTROL
 HG1019
 HG1019  NAD 83(1997)-  37 31 21.07875(N)    099 57 44.20736(W) AD(       ) 4
 HG1019  NAD 83(1986)-  37 31 21.06995(N)    099 57 44.20731(W) AD(       ) 4
 HG1019  NAD 27      -  37 31 21.00094(N)    099 57 42.73959(W) AD(       ) 3
 HG1019
 HG1019.Superseded values are not recommended for survey control.
 HG1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1019.See file dsdata.txt to determine how the superseded data were derived.
 HG1019
 HG1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1496953275(NAD 83)
 HG1019_MARKER: 53 = ELEVATED TANK
 HG1019
 HG1019  HISTORY     - Date     Condition        Report By
 HG1019  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG1019
 HG1019                          STATION DESCRIPTION
 HG1019
 HG1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1019'THE STATION IS THE FINIAL ATOP THE 45 FOOT HIGH, SILVER WATER TANK OF
 HG1019'THE NATURAL GAS PIPELINE CO OF AMERICA.  IT IS SUPPORTED BY A FOUR
 HG1019'LEGGED STEEL STRUCTURE AND HAS A MONOGRAM ON THE EAST SIDE.
 HG1019'
 HG1019'IT IS LOCATED ABOUT 5-1/2 MILES NORTH AND 2 MILES EAST OF MINNEOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0877 ***********************************************************************
 HH0877  DESIGNATION -  MINNEOLA PAN EAST CO MICROWAVE
 HH0877  PID         -  HH0877
 HH0877  STATE/COUNTY-  KS/FORD
 HH0877  USGS QUAD   -  ENSIGN SE (1969)
 HH0877
 HH0877                         *CURRENT SURVEY CONTROL
 HH0877  ___________________________________________________________________
 HH0877* NAD 83(1997)-  37 31 59.71727(N)    100 01 00.61306(W)     ADJUSTED  
 HH0877* NAVD 88     -                                                        
 HH0877  ___________________________________________________________________
 HH0877  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HH0877  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 HH0877
 HH0877  HORZ ORDER  -  THIRD
 HH0877
 HH0877.The horizontal coordinates were established by classical geodetic methods
 HH0877.and adjusted by the National Geodetic Survey in October 1998..
 HH0877
 HH0877
 HH0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0877
 HH0877.The geoid height was determined by GEOID03.
 HH0877
 HH0877;                    North         East     Units Scale Factor Converg.
 HH0877;SPC KS S     -   497,268.489   265,944.029   MT  0.99995829   -0 55 55.7
 HH0877;UTM  14      - 4,154,516.427   410,160.352   MT  0.99969942   -0 37 10.3
 HH0877
 HH0877                          SUPERSEDED SURVEY CONTROL
 HH0877
 HH0877  NAD 83(1997)-  37 31 59.72505(N)    100 01 00.61277(W) AD(       ) 4
 HH0877  NAD 83(1986)-  37 31 59.71599(N)    100 01 00.61359(W) AD(       ) 4
 HH0877  NAD 27      -  37 31 59.63144(N)    100 00 59.13201(W) AD(       ) 3
 HH0877
 HH0877.Superseded values are not recommended for survey control.
 HH0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0877.See file dsdata.txt to determine how the superseded data were derived.
 HH0877
 HH0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1016054516(NAD 83)
 HH0877_MARKER: 44 = MICROWAVE MAST
 HH0877
 HH0877  HISTORY     - Date     Condition        Report By
 HH0877  HISTORY     - 1970     FIRST OBSERVED   NGS
 HH0877
 HH0877                          STATION DESCRIPTION
 HH0877
 HH0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0877'THE STATION IS THE RED LIGHT ON TOP OF THE MICROWAVE MAST, LOCATED
 HH0877'5 MILES NORTH OF MINNEOLA, 200 FEET WEST OF US HIGHWAY 283, 0.05
 HH0877'MILE SOUTH OF TRIANGULATION STATION HARSBERGER 1961-1967.  THE MAST
 HH0877'IS PAINTED ALTERNATE SECTIONS OF RED AND WHITE AND IT IS 300 FEET
 HH0877'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1017 ***********************************************************************
 HG1017  DESIGNATION -  MINNEOLA RAD KAB 598 MAST
 HG1017  PID         -  HG1017
 HG1017  STATE/COUNTY-  KS/FORD
 HG1017  USGS QUAD   -  FORT DODGE SW (1969)
 HG1017
 HG1017                         *CURRENT SURVEY CONTROL
 HG1017  ___________________________________________________________________
 HG1017* NAD 83(1997)-  37 31 22.88538(N)    099 57 41.52157(W)     ADJUSTED  
 HG1017* NAVD 88     -                                                        
 HG1017  ___________________________________________________________________
 HG1017  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HG1017  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 HG1017
 HG1017  HORZ ORDER  -  THIRD
 HG1017
 HG1017.The horizontal coordinates were established by classical geodetic methods
 HG1017.and adjusted by the National Geodetic Survey in October 1998..
 HG1017
 HG1017
 HG1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1017
 HG1017.The geoid height was determined by GEOID03.
 HG1017
 HG1017;                    North         East     Units Scale Factor Converg.
 HG1017;SPC KS S     -   496,055.085   270,813.443   MT  0.99995949   -0 53 53.4
 HG1017;UTM  14      - 4,153,329.918   415,035.022   MT  0.99968892   -0 35 08.5
 HG1017
 HG1017                          SUPERSEDED SURVEY CONTROL
 HG1017
 HG1017  NAD 83(1997)-  37 31 22.89316(N)    099 57 41.52121(W) AD(       ) 4
 HG1017  NAD 83(1986)-  37 31 22.88448(N)    099 57 41.52122(W) AD(       ) 4
 HG1017  NAD 27      -  37 31 22.80844(N)    099 57 40.04153(W) AD(       ) 3
 HG1017
 HG1017.Superseded values are not recommended for survey control.
 HG1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1017.See file dsdata.txt to determine how the superseded data were derived.
 HG1017
 HG1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1503553330(NAD 83)
 HG1017_MARKER: 42 = RADIO/TV MAST
 HG1017
 HG1017  HISTORY     - Date     Condition        Report By
 HG1017  HISTORY     - 1964     FIRST OBSERVED   CGS
 HG1017  HISTORY     - 1970     GOOD             NGS
 HG1017
 HG1017                          STATION DESCRIPTION
 HG1017
 HG1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG1017'THE STATION IS THE LIGHT ATOP THE MAST WHICH IS 5-1/2 MILES NORTH AND
 HG1017'3 MILES EAST OF MINNEOLA, ON THE WEST SIDE OF A BLACKTOP ROAD, AND
 HG1017'ON THE NORTH SIDE OF THE NATURAL GAS PIPELINE CO. OF AMERICA
 HG1017'COMPRESSOR STATION NO. 103.
 HG1017'
 HG1017'THE MAST IS A SLENDER, RED AND WHITE, STEEL STRUCTURE 310 FEET HIGH
 HG1017'AND IS OWNED BY THE NATURAL GAS PIPELINE CO. OF AMERICA.
 HG1017
 HG1017                          STATION RECOVERY (1970)
 HG1017
 HG1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG1017'THE STATION WAS RECOVERED AS DESCRIBED BY R.L. SPEER IN 1964, AND THE
 HG1017'DESCRIPTION IS ADEQUATE.  HOWEVER, A POSITION COMPUTATION REVEALS
 HG1017'THAT THE STATION HAS EITHER BEEN MOVED, OR THE ORIGINAL POSITION WAS
 HG1017'IN ERROR.  THE NAME OF THIS STATION IN 1964 WAS NATURAL GAS
 HG1017'PIPELINE RADIO STATION KAB 598, MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0873 ***********************************************************************
 HH0873  DESIGNATION -  MINNEOLA RAD STA KAF 216 MAST
 HH0873  PID         -  HH0873
 HH0873  STATE/COUNTY-  KS/FORD
 HH0873  USGS QUAD   -  ENSIGN SE (1969)
 HH0873
 HH0873                         *CURRENT SURVEY CONTROL
 HH0873  ___________________________________________________________________
 HH0873* NAD 83(1997)-  37 31 33.00875(N)    100 00 46.91181(W)     ADJUSTED  
 HH0873* NAVD 88     -                                                        
 HH0873  ___________________________________________________________________
 HH0873  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HH0873  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 HH0873
 HH0873  HORZ ORDER  -  THIRD
 HH0873
 HH0873.The horizontal coordinates were established by classical geodetic methods
 HH0873.and adjusted by the National Geodetic Survey in October 1998..
 HH0873
 HH0873
 HH0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0873
 HH0873.The geoid height was determined by GEOID03.
 HH0873
 HH0873;                    North         East     Units Scale Factor Converg.
 HH0873;SPC KS S     -   496,439.745   266,266.999   MT  0.99995916   -0 55 47.3
 HH0873;UTM  14      - 4,153,689.673   410,487.755   MT  0.99969869   -0 37 01.6
 HH0873
 HH0873                          SUPERSEDED SURVEY CONTROL
 HH0873
 HH0873  NAD 83(1997)-  37 31 33.01654(N)    100 00 46.91151(W) AD(       ) 4
 HH0873  NAD 83(1986)-  37 31 33.00765(N)    100 00 46.91222(W) AD(       ) 4
 HH0873  NAD 27      -  37 31 32.93237(N)    100 00 45.42623(W) AD(       ) 3
 HH0873
 HH0873.Superseded values are not recommended for survey control.
 HH0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0873.See file dsdata.txt to determine how the superseded data were derived.
 HH0873
 HH0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1048853690(NAD 83)
 HH0873_MARKER: 42 = RADIO/TV MAST
 HH0873
 HH0873  HISTORY     - Date     Condition        Report By
 HH0873  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0873  HISTORY     - 1970     GOOD             NGS
 HH0873
 HH0873                          STATION DESCRIPTION
 HH0873
 HH0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0873'THE STATION IS THE LIGHT ON TOP OF THE MAST.  THE MAST IS ABOUT
 HH0873'4-1/2 MILES NORTH OF MINNEOLA AND ABOUT 0.3 MILE EAST OF U. S.
 HH0873'HIGHWAY 283.  THE MAST IS 300 FEET HIGH, PAINTED IN ALTERNATE
 HH0873'SECTIONS OF RED AND WHITE, GUYED 3 WAYS AND IS ON THE PROPERTY OF
 HH0873'THE KANSAS POWER AND LIGHT COMPANY.
 HH0873
 HH0873                          STATION RECOVERY (1970)
 HH0873
 HH0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0873'THE STATION WAS RECOVERED AS DESCRIBED BY H. W. KEITH IN 1961 AND
 HH0873'THE DESCRIPTION IS ADEQUATE.
 HH0873'
 HH0873'NOTE--THE NAME OF THIS STATION WAS, KANSAS POWER AND LIGHT RADIO
 HH0873'STATION KAF 216 MAST, 1961.
 HH0873'
 HH0873'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MILES NORTH
 HH0873'OF MINNEOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0876 ***********************************************************************
 HH0876  DESIGNATION -  MINNEOLA RAD STA KAQ 46 MAST
 HH0876  PID         -  HH0876
 HH0876  STATE/COUNTY-  KS/FORD
 HH0876  USGS QUAD   -  ENSIGN SE (1969)
 HH0876
 HH0876                         *CURRENT SURVEY CONTROL
 HH0876  ___________________________________________________________________
 HH0876* NAD 83(1997)-  37 31 52.19171(N)    100 00 59.51834(W)     ADJUSTED  
 HH0876* NAVD 88     -                                                        
 HH0876  ___________________________________________________________________
 HH0876  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 HH0876  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 HH0876
 HH0876  HORZ ORDER  -  THIRD
 HH0876
 HH0876.The horizontal coordinates were established by classical geodetic methods
 HH0876.and adjusted by the National Geodetic Survey in October 1998..
 HH0876
 HH0876
 HH0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0876
 HH0876.The geoid height was determined by GEOID03.
 HH0876
 HH0876;                    North         East     Units Scale Factor Converg.
 HH0876;SPC KS S     -   497,036.080   265,967.128   MT  0.99995853   -0 55 55.0
 HH0876;UTM  14      - 4,154,284.208   410,184.713   MT  0.99969936   -0 37 09.5
 HH0876
 HH0876                          SUPERSEDED SURVEY CONTROL
 HH0876
 HH0876  NAD 83(1997)-  37 31 52.19953(N)    100 00 59.51804(W) AD(       ) 4
 HH0876  NAD 83(1986)-  37 31 52.19055(N)    100 00 59.51878(W) AD(       ) 4
 HH0876  NAD 27      -  37 31 52.11433(N)    100 00 58.03278(W) AD(       ) 3
 HH0876
 HH0876.Superseded values are not recommended for survey control.
 HH0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0876.See file dsdata.txt to determine how the superseded data were derived.
 HH0876
 HH0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1018554284(NAD 83)
 HH0876_MARKER: 42 = RADIO/TV MAST
 HH0876
 HH0876  HISTORY     - Date     Condition        Report By
 HH0876  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0876  HISTORY     - 1970     GOOD             NGS
 HH0876
 HH0876                          STATION DESCRIPTION
 HH0876
 HH0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0876'THE STATION IS THE CENTER OF THE LIGHT ATOP THE MAST.  THE MAST IS 15
 HH0876'MILES SOUTH OF DODGE CITY, 5 MILES NORTH OF MINNEOLA AND 0.1 MILE
 HH0876'WEST OF U. S. HIGHWAY 283.  IT IS PAINTED IN ALTERNATE SECTIONS OF
 HH0876'RED AND WHITE AND IS 310 FEET HIGH.
 HH0876
 HH0876                          STATION RECOVERY (1970)
 HH0876
 HH0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0876'THE STATION WAS RECOVERED AS DESCRIBED BY H. W. KEITH IN 1961, AND
 HH0876'THE OLD DESCRIPTION IS ADEQUATE.
 HH0876'
 HH0876'NOTE--THE 1961 NAME OF THIS STATION WAS--KANSAS HWY DEPT RADIO
 HH0876'STATION KAQ 46, MAST, 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0872 ***********************************************************************
 HH0872  DESIGNATION -  MINNEOLA TV STA KTVC MAST
 HH0872  PID         -  HH0872
 HH0872  STATE/COUNTY-  KS/FORD
 HH0872  USGS QUAD   -  ENSIGN SE (1969)
 HH0872
 HH0872                         *CURRENT SURVEY CONTROL
 HH0872  ___________________________________________________________________
 HH0872* NAD 83(1997)-  37 32 45.18045(N)    100 00 04.53960(W)     ADJUSTED  
 HH0872* NAVD 88     -                                                        
 HH0872  ___________________________________________________________________
 HH0872  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 HH0872  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 HH0872
 HH0872  HORZ ORDER  -  THIRD
 HH0872
 HH0872.The horizontal coordinates were established by classical geodetic methods
 HH0872.and adjusted by the National Geodetic Survey in October 1998..
 HH0872
 HH0872
 HH0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0872
 HH0872.The geoid height was determined by GEOID03.
 HH0872
 HH0872;                    North         East     Units Scale Factor Converg.
 HH0872;SPC KS S     -   498,647.594   267,343.059   MT  0.99995684   -0 55 21.2
 HH0872;UTM  14      - 4,155,902.782   411,551.478   MT  0.99969636   -0 36 36.7
 HH0872
 HH0872                          SUPERSEDED SURVEY CONTROL
 HH0872
 HH0872  NAD 83(1997)-  37 32 45.18825(N)    100 00 04.53929(W) AD(       ) 4
 HH0872  NAD 83(1986)-  37 32 45.17961(N)    100 00 04.53988(W) AD(       ) 4
 HH0872  NAD 27      -  37 32 45.10556(N)    100 00 03.05613(W) AD(       ) 3
 HH0872
 HH0872.Superseded values are not recommended for survey control.
 HH0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0872.See file dsdata.txt to determine how the superseded data were derived.
 HH0872
 HH0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1155155903(NAD 83)
 HH0872_MARKER: 42 = RADIO/TV MAST
 HH0872
 HH0872  HISTORY     - Date     Condition        Report By
 HH0872  HISTORY     - 1970     FIRST OBSERVED   NGS
 HH0872
 HH0872                          STATION DESCRIPTION
 HH0872
 HH0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0872'THE STATION IS THE RED LIGHT ON TOP OF THE TELEVISION RELAY STATION
 HH0872'FOR CHANNEL 13, GARDEN CITY.  IT IS LOCATED 7 MILES NORTH OF
 HH0872'MINNEOLA, 0.7 MILE EAST OF U. S. HIGHWAY 283, IS PAINTED IN ALTERNATE
 HH0872'SECTIONS OF RED AND WHITE, AND IS 250 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0973 ***********************************************************************
 KF0973  DESIGNATION -  MINNER
 KF0973  PID         -  KF0973
 KF0973  STATE/COUNTY-  KS/JACKSON
 KF0973  USGS QUAD   -  HAVENSVILLE (1969)
 KF0973
 KF0973                         *CURRENT SURVEY CONTROL
 KF0973  ___________________________________________________________________
 KF0973* NAD 83(1997)-  39 31 36.28285(N)    096 01 02.65365(W)     ADJUSTED  
 KF0973* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 KF0973  ___________________________________________________________________
 KF0973  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 KF0973  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 KF0973
 KF0973  HORZ ORDER  -  FIRST
 KF0973
 KF0973.The horizontal coordinates were established by classical geodetic methods
 KF0973.and adjusted by the National Geodetic Survey in October 1998..
 KF0973
 KF0973.The orthometric height was scaled from a topographic map.
 KF0973
 KF0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0973
 KF0973.The geoid height was determined by GEOID03.
 KF0973
 KF0973;                    North         East     Units Scale Factor Converg.
 KF0973;SPC KS N     -   134,350.252   570,445.504   MT  0.99996843   +1 15 15.9
 KF0973;UTM  14      - 4,379,481.580   756,364.592   MT  1.00040926   +1 53 57.4
 KF0973;UTM  15      - 4,379,581.389   240,643.047   MT  1.00042826   -1 55 17.3
 KF0973
 KF0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0973!SPC KS N     -   0.99993839  x   0.99996843  =   0.99990682
 KF0973!UTM  14      -   0.99993839  x   1.00040926  =   1.00034762
 KF0973!UTM  15      -   0.99993839  x   1.00042826  =   1.00036662
 KF0973
 KF0973:                Primary Azimuth Mark                     Grid Az
 KF0973:SPC KS N     -  MINNER AZ MK                             024 27 22.9
 KF0973:UTM  14      -  MINNER AZ MK                             023 48 41.4
 KF0973:UTM  15      -  MINNER AZ MK                             027 37 56.1
 KF0973
 KF0973|---------------------------------------------------------------------|
 KF0973| PID    Reference Object                     Distance      Geod. Az  |
 KF0973|                                                           dddmmss.s |
 KF0973| CL7904 MINNER AZ MK                                       0254238.8 |
 KF0973| KE1270 ROUSE                                              06510     |
 KF0973| CL7906 MINNER RM 1                          45.036 METERS 06623     |
 KF0973| CL7905 MINNER AZ MK 2                                     2113552.0 |
 KF0973| KF0985 WHEATON ST MICHAELS CHURCH TWR      APPROX.26.0 KM 2642750.8 |
 KF0973| KF1046 BLAINE ST COLUMKILLES CHURCH        APPROX.33.4 KM 2650105.3 |
 KF0973| CL7907 MINNER RM 2                          31.942 METERS 27832     |
 KF0973| KF0974 NEW EDEN EVAN BROTHERHOOD CH        APPROX. 7.7 KM 3501025.3 |
 KF0973|---------------------------------------------------------------------|
 KF0973
 KF0973                          SUPERSEDED SURVEY CONTROL
 KF0973
 KF0973  NAD 83(1997)-  39 31 36.28781(N)    096 01 02.65123(W) AD(       ) 1
 KF0973  NAD 83(1986)-  39 31 36.28939(N)    096 01 02.65010(W) AD(       ) 1
 KF0973  NAD 27      -  39 31 36.30700(N)    096 01 01.66900(W) AD(       ) 1
 KF0973
 KF0973.Superseded values are not recommended for survey control.
 KF0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0973.See file dsdata.txt to determine how the superseded data were derived.
 KF0973
 KF0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5636579482(NAD 83)
 KF0973_MARKER: DS = TRIANGULATION STATION DISK
 KF0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0973_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KF0973
 KF0973  HISTORY     - Date     Condition        Report By
 KF0973  HISTORY     - 1934     MONUMENTED       CGS
 KF0973  HISTORY     - 1947     GOOD             CGS
 KF0973  HISTORY     - 1950     GOOD             CGS
 KF0973
 KF0973                          STATION DESCRIPTION
 KF0973
 KF0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KF0973'ABOUT 3.0 MILES WEST AND 0.5 MILE SOUTH OF SOLDIER NEAR NORTHEAST
 KF0973'CORNER OF SOUTHWEST QUARTER OF SEC. 13, T. 6 S., R. 12 E., IN
 KF0973'HOUSE LOT OF LAND OWNED BY J.P. MINNER, ON HIGHEST GROUND IN
 KF0973'IMMEDIATE VICINITY.
 KF0973'
 KF0973'TO REACH FROM SOLDIER, GO WEST ON DIRT SECTION-LINE ROAD (STATE
 KF0973'HIGHWAY 62) FOR 2.7 MILES TO CROSS ROAD, THENCE LEFT (SOUTH)
 KF0973'0.6 MILE, THENCE RIGHT (WEST) INTO A PRIVATE LANE 0.02 MILE TO
 KF0973'HOUSE AND STATION ON NORTH SIDE OF LANE.
 KF0973'
 KF0973'STATION IS 117.6 FEET WEST OF CENTERLINE OF DIRT NORTH-AND-SOUTH
 KF0973'ROAD, 98.3 FEET WEST OF NORTH-AND-SOUTH FENCE, 28.0 FEET NORTH OF
 KF0973'CENTERLINE OF PRIVATE LANE, 11.3 FEET NORTH OF EAST-AND-WEST
 KF0973'FENCE AND 36.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE.
 KF0973'
 KF0973'REFERENCE MARK NO. 1 IS 45.038 METERS (147.78 FEET) NORTHEAST OF
 KF0973'STATION ON EAST SIDE OF DIRT ROAD, 2.0 FEET EAST OF FENCE, 18.0
 KF0973'FEET EAST OF CENTERLINE OF ROAD AND 86.0 FEET NORTH OF PROJECTED
 KF0973'CENTERLINE OF PRIVATE LANE.
 KF0973'
 KF0973'REFERENCE MARK NO. 2 IS 31.942 METERS (104.80 FEET) WEST OF
 KF0973'STATION, 1.0 FEET EAST OF NORTH-AND-SOUTH LOT FENCE, 28.2 FEET
 KF0973'NORTH OF EAST-AND-WEST FENCE, 41.0 FEET NORTH OF CENTERLINE OF
 KF0973'LANE, 46.0 FEET WEST OF SOUTHWEST CORNER OF HOUSE, AND 63.6 FEET
 KF0973'EAST OF PUMP.
 KF0973'
 KF0973'AZIMUTH MARK IS ABOUT 0.4 MILE NORTHEAST OF STATION IN BARNYARD,
 KF0973'28.8 FEET SOUTHWEST OF NORTHWEST CORNER OF BARN, 52.2 FEET
 KF0973'NORTHWEST OF SOUTHWEST CORNER OF BARN AND 183.0 FEET NORTH OF
 KF0973'CENTERLINE OF ROAD.  TO REACH FROM STATION GO NORTH ON DIRT ROAD
 KF0973'0.6 MILE, THENCE RIGHT (EAST) 0.3 MILE TO BARNYARD AND MARK ON
 KF0973'NORTH (LEFT) SIDE.
 KF0973'
 KF0973'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KF0973'BRONZE DISKS SET IN CONCRETE.
 KF0973'
 KF0973'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KF0973
 KF0973                          STATION RECOVERY (1947)
 KF0973
 KF0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0973'THE STATION, REFERENCE MARKS NOS 1 AND 2 RECOVERED AND FOUND IN
 KF0973'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW ONE
 KF0973'WAS ESTABLISHED.  FOLLOWING IS A COMPLETE DESCRIPTION.
 KF0973'
 KF0973'THE STATION IS LOCATED ABOUT 3.0 MILES WEST AND 0.5 MILES SOUTH OF
 KF0973'SOLDIER AND 3.5 MILES EAST-NORTHEAST OF HAVENSVILLE, IN THE FARM
 KF0973'HOUSE YARD AND ON LAND OWNED BY THE J.P. MINNER HEIRS.  IT IS 36
 KF0973'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM HOUSE, 28 FEET
 KF0973'NORTH OF THE CENTER OF THE LANE ROAD, 10 FEET NORTH OF EAST-WEST
 KF0973'FENCE LINE AROUND HOUSE AND 12 FEET EAST OF AN 8 INCH CEDAR
 KF0973'TREE.  IT IS STAMPED MINNER 1934 AND PROJECTS 4 INCHES.
 KF0973'
 KF0973'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION ON THE EAST SIDE
 KF0973'OF THE NORTH-SOUTH DIRT ROAD, 18 FEET EAST OF THE CENTER OF THE
 KF0973'ROAD AND 86 FEET NORTH OF CENTER OF PROJECTED LANE ROAD.  IT IS
 KF0973'STAMPED MINNER NO 1 1934 AND PROJECTS 4 INCHES.
 KF0973'
 KF0973'REFERENCE MARK NO 2 IS WEST OF THE STATION, 46 FEET WEST OF THE
 KF0973'SOUTHWEST CORNER OF THE FARM HOUSE, 28 FEET NORTH OF EAST-WEST
 KF0973'FENCE LINE, 1 FOOT EAST OF NORTH-SOUTH FENCE LINE AND 64 FEET EAST
 KF0973'OF WATER PUMP.  IT IS STAMPED MINNER NO 2 1934 AND PROJECTS 4
 KF0973'INCHES.
 KF0973'
 KF0973'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH-SOUTHWEST OF THE STATION,
 KF0973'30 FEET NORTH OF THE CENTER OF EAST-WEST DIRT ROAD, 1 FOOT
 KF0973'NORTHEAST OF FENCE CORNER T-INTERSECTION AND 1.5 FEET NORTH OF
 KF0973'WHITE WITNESS POST.  IT IS STAMPED MINNER 1947 AND PROJECTS 4
 KF0973'INCHES.
 KF0973'
 KF0973'TO REACH THE STATION FROM THE POST OFFICE IN HAVENSVILLE, GO NORTH
 KF0973'ON STATE ROUTE 63 FOR 0.7 MILE TO A FORK, BEAR RIGHT AND GO EAST
 KF0973'FOR 2.8 MILES TO THE AZIMUTH MARK ON THE LEFT IN FENCE LINE AS
 KF0973'DESCRIBED, CONTINUE EAST FOR 0.25 MILE, THENCE LEFT NORTH FOR
 KF0973'0.35 MILE TO A LANE AND FARM HOUSE ON THE LEFT, TURN LEFT ON LANE
 KF0973'ROAD FOR ABOUT 150 FEET TO THE STATION AS DESCRIBED.
 KF0973'
 KF0973'A 74 FOOT SIGNAL AT STATION AVOCA 1934 IS VISIBLE AT 37 FEET
 KF0973'
 KF0973'A 74 FOOT SIGNAL AT STATION WHEATON IS VISIBLE AT 37 FEET
 KF0973'
 KF0973'AN 87 FOOT SIGNAL AT STATION COLLEGE HILL IS VISIBLE AT 37 FEET
 KF0973'
 KF0973'A 74 FOOT SIGNAL AT STATION AMERICA CITY IS VISIBLE AT 37 FEET
 KF0973'
 KF0973'A 74 FOOT SIGNAL AT STATION CORNING 1934 IS VISIBLE AT 37 FEET.
 KF0973'
 KF0973'OBSERVATIONS MADE FROM A 77 FT STEEL TOWER.
 KF0973
 KF0973                          STATION RECOVERY (1950)
 KF0973
 KF0973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KF0973'THE STATION, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED AS
 KF0973'DESCRIBED BY R.L.E. IN 1947 AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0800 ***********************************************************************
 KG0800  DESIGNATION -  MINNIE
 KG0800  PID         -  KG0800
 KG0800  STATE/COUNTY-  KS/GRAHAM
 KG0800  USGS QUAD   -  HILL CITY NW (1979)
 KG0800
 KG0800                         *CURRENT SURVEY CONTROL
 KG0800  ___________________________________________________________________
 KG0800* NAD 83(1997)-  39 25 31.42624(N)    099 58 32.63678(W)     ADJUSTED  
 KG0800* NAVD 88     -       754.     (meters)    2474.     (feet)  SCALED    
 KG0800  ___________________________________________________________________
 KG0800  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 KG0800  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 KG0800
 KG0800  HORZ ORDER  -  FIRST
 KG0800
 KG0800.The horizontal coordinates were established by classical geodetic methods
 KG0800.and adjusted by the National Geodetic Survey in October 1998..
 KG0800
 KG0800.The orthometric height was scaled from a topographic map.
 KG0800
 KG0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0800
 KG0800.The geoid height was determined by GEOID03.
 KG0800
 KG0800;                    North         East     Units Scale Factor Converg.
 KG0800;SPC KS N     -   123,088.194   229,899.015   MT  0.99996149   -1 15 00.3
 KG0800;UTM  14      - 4,364,439.149   416,017.078   MT  0.99968684   -0 37 10.9
 KG0800
 KG0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0800!SPC KS N     -   0.99988565  x   0.99996149  =   0.99984714
 KG0800!UTM  14      -   0.99988565  x   0.99968684  =   0.99957252
 KG0800
 KG0800|---------------------------------------------------------------------|
 KG0800| PID    Reference Object                     Distance      Geod. Az  |
 KG0800|                                                           dddmmss.s |
 KG0800| CO1839 MINNIE RM 2                          41.246 METERS 03506     |
 KG0800| KG0791 HILL CITY MUNICIPAL TANK            APPROX.12.8 KM 1200407.6 |
 KG0800| CO1838 MINNIE RM 1                          33.964 METERS 13532     |
 KG0800| CO1837 MINNIE AZ MK                                       1800142.5 |
 KG0800|---------------------------------------------------------------------|
 KG0800
 KG0800                          SUPERSEDED SURVEY CONTROL
 KG0800
 KG0800  NAD 83(1986)-  39 25 31.43137(N)    099 58 32.63884(W) AD(       ) 1
 KG0800  NAD 27      -  39 25 31.41800(N)    099 58 31.18700(W) AD(       ) 1
 KG0800
 KG0800.Superseded values are not recommended for survey control.
 KG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0800.See file dsdata.txt to determine how the superseded data were derived.
 KG0800
 KG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ1601764439(NAD 83)
 KG0800_MARKER: DS = TRIANGULATION STATION DISK
 KG0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0800_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0800
 KG0800  HISTORY     - Date     Condition        Report By
 KG0800  HISTORY     - 1934     MONUMENTED       CGS
 KG0800  HISTORY     - 1950     GOOD             CGS
 KG0800
 KG0800                          STATION DESCRIPTION
 KG0800
 KG0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0800'STATION IS LOCATED 0.25 MILE NORTH OF SOUTHEAST CORNER OF SEC.
 KG0800'22, T. 7 S., R. 24 W., ON LAND OWNED BY MISS MINNIE CRISWELL,
 KG0800'IN A CULTIVATED FIELD, 45.5 FEET WEST OF CENTERLINE OF COUNTY
 KG0800'HIGHWAY 539, 15 FEET WEST OF FENCE LINE, AND IS 12 INCHES
 KG0800'UNDERGROUND.
 KG0800'
 KG0800'TO REACH FROM JUNCTION OF U.S. ROUTE 24 AND STATE ROUTE 21 IN
 KG0800'HILL CITY, GO WEST ON U.S. ROUTE 24 FOR 6.85 MILES, THENCE
 KG0800'RIGHT (NORTH) ON TO COUNTY ROUTE 539 (JUST AFTER PASSING ASPHALT
 KG0800'FORK TO LEFT).  GO 4.25 MILES TO TOP OF GRADE AND STATION.
 KG0800'
 KG0800'REFERENCE MARK NO. 1 IS LOCATED 34 FEET EAST OF CENTERLINE OF
 KG0800'COUNTY ROAD 539, 3 FEET NORTHEAST OF TELEPHONE POLE, 1 FOOT
 KG0800'EAST OF FENCE LINE, AND 111.39 FEET SOUTHWEST OF STATION.
 KG0800'
 KG0800'REFERENCE MARK NO. 2 IS LOCATED 30 FEET EAST OF CENTERLINE
 KG0800'OF COUNTY ROAD 539, IN NORTH-SOUTH FENCE LINE, AND 135.32 FEET
 KG0800'NORTHEAST OF STATION.
 KG0800'
 KG0800'AZIMUTH MARK IS LOCATED 1.25 MILES SOUTH OF STATION, 25 FEET
 KG0800'WEST OF CENTERLINE OF COUNTY ROAD 539, 20 FEET SOUTH OF
 KG0800'CENTERLINE OF EAST-WEST FIELD ROAD, 1 FOOT SOUTH AND 1 FOOT EAST
 KG0800'OF FENCE CORNER.  TO REACH FROM STATION, GO SOUTH ON COUNTY
 KG0800'ROAD 539 FOR 1.25 MILES TO MARK ON WEST.
 KG0800'
 KG0800'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 KG0800
 KG0800                          STATION RECOVERY (1950)
 KG0800
 KG0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0800'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 KG0800'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KG0800'THE DIRECTION TO REFERENCE MARK NO. 2 WAS FOUND TO BE IN ERROR.
 KG0800'
 KG0800'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KG0800'
 KG0800'THE STATION IS LOCATED ABOUT 7.0 MILES WEST AND 4.5 MILES NORTH
 KG0800'OF HILL CITY IN THE EAST EDGE OF A CULTIVATED FIELD, 45 FEET
 KG0800'WEST OF THE CENTER OF A NORTH-SOUTH ROAD.  IT IS STAMPED MINNIE
 KG0800'1934 AND IS 12 INCHES BELOW THE GROUND SURFACE.
 KG0800'
 KG0800'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 KG0800'30 FEET EAST OF THE CENTER OF ROAD, 4 FEET NORTHEAST OF A POWERLINE
 KG0800'POLE AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KG0800'MINNIE NO 1 1934 AND PROJECTS 6 INCHES.
 KG0800'
 KG0800'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 KG0800'30 FEET EAST OF THE CENTER OF ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 KG0800'FENCE LINE.  IT IS STAMPED MINNIE NO 2 1934 AND PROJECTS 6
 KG0800'INCHES.
 KG0800'
 KG0800'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 190.22 FEET.
 KG0800'
 KG0800'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET WEST OF
 KG0800'THE CENTER OF ROAD, 18 FEET SOUTH OF THE CENTER OF A TRACK ROAD,
 KG0800'1 FOOT EAST OF A FENCE CORNER AND 1 FOOT NORTH OF A WITNESS POST.
 KG0800'IT IS STAMPED MINNIE AZI 1934 AND PROJECTS 10 INCHES.
 KG0800'
 KG0800'TO REACH THE STATION FROM THE POST OFFICE IN HILL CITY, GO WEST
 KG0800'ON U.S. HIGHWAY 24 FOR 3 BLOCKS TO JUNCTION WITH U.S. HIGHWAY
 KG0800'283, CONTINUE WEST ON U.S. HIGHWAY 24 FOR 7.0 MILES TO JUNCTION
 KG0800'WITH STATE HIGHWAY 84, CONTINUE WEST FOR 0.05 MILE TO A
 KG0800'SIDE ROAD RIGHT.  TAKE SIDE ROAD AND GO NORTH FOR 3.0 MILES
 KG0800'TO AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE NORTH ON DIRT
 KG0800'ROAD FOR 1.25 MILES TO STATION IN FIELD ON LEFT AS DESCRIBED.
 KG0800'
 KG0800'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0905 ***********************************************************************
 HH0905  DESIGNATION -  MINNIE
 HH0905  PID         -  HH0905
 HH0905  STATE/COUNTY-  KS/CLARK
 HH0905  USGS QUAD   -  MINNEOLA (1967)
 HH0905
 HH0905                         *CURRENT SURVEY CONTROL
 HH0905  ___________________________________________________________________
 HH0905* NAD 83(1997)-  37 27 37.43948(N)    100 00 41.63694(W)     ADJUSTED  
 HH0905* NAVD 88     -       794.     (meters)    2605.     (feet)  SCALED    
 HH0905  ___________________________________________________________________
 HH0905  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HH0905  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 HH0905
 HH0905  HORZ ORDER  -  FIRST
 HH0905
 HH0905.The horizontal coordinates were established by classical geodetic methods
 HH0905.and adjusted by the National Geodetic Survey in October 1998..
 HH0905
 HH0905.The orthometric height was scaled from a topographic map.
 HH0905
 HH0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0905
 HH0905.The geoid height was determined by GEOID03.
 HH0905
 HH0905;                    North         East     Units Scale Factor Converg.
 HH0905;SPC KS S     -   489,176.337   266,278.763   MT  0.99996756   -0 55 44.0
 HH0905;UTM  14      - 4,146,428.359   410,539.204   MT  0.99969858   -0 36 55.0
 HH0905
 HH0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0905!SPC KS S     -   0.99987953  x   0.99996756  =   0.99984710
 HH0905!UTM  14      -   0.99987953  x   0.99969858  =   0.99957815
 HH0905
 HH0905:                Primary Azimuth Mark                     Grid Az
 HH0905:SPC KS S     -  MINNEOLA NATURAL GAS RAD TOWER           032 50 34.5
 HH0905:UTM  14      -  MINNEOLA NATURAL GAS RAD TOWER           032 31 45.5
 HH0905
 HH0905|---------------------------------------------------------------------|
 HH0905| PID    Reference Object                     Distance      Geod. Az  |
 HH0905|                                                           dddmmss.s |
 HH0905| HG1018 MINNEOLA NATURAL GAS RAD TOWER      APPROX. 8.3 KM 0315450.5 |
 HH0905| HG0992 MINNEOLA A T AND T MICROWAVE        APPROX.11.6 KM 1493628.8 |
 HH0905| CK9438 MINNIE RM 1                          57.424 METERS 15920     |
 HH0905| HH0906 MINNEOLA MUN WATER TANK             APPROX. 1.8 KM 1813624.1 |
 HH0905| CK9439 MINNIE RM 2                          66.038 METERS 21443     |
 HH0905| HH0877 MINNEOLA PAN EAST CO MICROWAVE      APPROX. 8.1 KM 3564208.6 |
 HH0905| HH0876 MINNEOLA RAD STA KAQ 46 MAST        APPROX. 7.9 KM 3564801.9 |
 HH0905| HH0874 MINNEOLA KANS PWR AND LT TANK       APPROX. 7.3 KM 3574554.2 |
 HH0905| HH0873 MINNEOLA RAD STA KAF 216 MAST       APPROX. 7.3 KM 3585841.9 |
 HH0905|---------------------------------------------------------------------|
 HH0905
 HH0905                          SUPERSEDED SURVEY CONTROL
 HH0905
 HH0905  NAD 83(1997)-  37 27 37.44726(N)    100 00 41.63680(W) AD(       ) 1
 HH0905  NAD 83(1986)-  37 27 37.43796(N)    100 00 41.63772(W) AD(       ) 1
 HH0905  NAD 27      -  37 27 37.35971(N)    100 00 40.15129(W) AD(       ) 1
 HH0905
 HH0905.Superseded values are not recommended for survey control.
 HH0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0905.See file dsdata.txt to determine how the superseded data were derived.
 HH0905
 HH0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1053946428(NAD 83)
 HH0905_MARKER: DE = TRAVERSE STATION DISK
 HH0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0905_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HH0905
 HH0905  HISTORY     - Date     Condition        Report By
 HH0905  HISTORY     - 1970     MONUMENTED       NGS
 HH0905
 HH0905                          STATION DESCRIPTION
 HH0905
 HH0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0905'THE STATION IS LOCATED ABOUT 21 MILES SOUTH OF DODGE CITY, 11-1/2
 HH0905'MILES NORTHEAST OF FOWLER, 1 MILE NORTH OF MINNEOLA, 0.25 MILE EAST
 HH0905'OF U. S. HIGHWAY 283 AND ON THE CREST OF A LOW EAST-WEST RIDGE.
 HH0905'
 HH0905'TO REACH FROM THE POST OFFICE IN MINNEOLA DRIVE NORTH ALONG MAIN
 HH0905'STREET TO ITS INTERSECTION WITH FRONT STREET.  TURN LEFT AND GO
 HH0905'WEST ON FRONT STREET FOR 0.1 MILE TO ITS INTERSECTION WITH OAK
 HH0905'STREET AND THE JUNCTION OF U. S. HIGHWAYS 54 AND 283.  TURN RIGHT,
 HH0905'CROSSING THE RAILROAD TRACKS, AND FOLLOW OAK STREET AND HIGHWAY 283
 HH0905'NORTHERLY FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 HH0905'EAST ALONG GRAVELED ROAD FOR 0.2 MILE TO A FARM ENTRANCE ON THE
 HH0905'LEFT.  TURN LEFT, NORTH, AND GO 0.1 MILE TO FARM HOUSE AND BUILDINGS.
 HH0905'BEAR RIGHT AND PASS TO THE SOUTH SIDE OF A CONCRETE BASED
 HH0905'STORM SHELTER, THENCE LEFT, NORTH, (A TOTAL DISTANCE OF 0.05 MILE)
 HH0905'TO A WIRE GATE.  PASS THROUGH GATE AND GO 205 FEET NORTHEAST
 HH0905'TO THE STATION AS DESCRIBED BELOW.
 HH0905'
 HH0905'THE STATION AND UNDERGROUND MARK ARE STANDARD TRAVERSE DISKS
 HH0905'STAMPED MINNIE 1970 SET IN THE TOP OF CYLINDRICAL CONCRETE
 HH0905'MONUMENTS.  THE SURFACE MARK IS APPROXIMATELY 38 INCHES BELOW THE
 HH0905'SURFACE OF THE GROUND AND THE SURFACE MARK IS FLUSH WITH THE GROUND
 HH0905'SURFACE.  IT IS 366.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 HH0905'TOOL SHED AND GRANARY, 205.0 FEET NORTHEAST OF A FENCE CORNER
 HH0905'POST AND ALSO IS THE WEST GATE POST AT ENTRANCE TO FIELD, 190.6
 HH0905'FEET NORTH-NORTHWEST OF A METAL WITNESS POST WITH SIGN NEAR
 HH0905'REFERENCE MARK 1, 178.8 FEET NORTH OF AN EAST-WEST FENCE LINE
 HH0905'AND ON THE HIGHEST PART OF THE RIDGE.
 HH0905'
 HH0905'REFERENCE MARK 1, A STANDARD DISK STAMPED MINNIE NO 1 1970 IS SET
 HH0905'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12-INCHES IN
 HH0905'DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 167.0 FEET EAST
 HH0905'OF THE GATE AND CORNER POST AND 1.8 FEET NORTH OF AN EAST-WEST
 HH0905'BARBED WIRE FENCE.
 HH0905'
 HH0905'REFERENCE MARK 2, A STANDARD DISK STAMPED MINNIE NO 2 1970 IS SET IN
 HH0905'THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES IN
 HH0905'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 HH0905'22.7 FEET WEST OF THE CORNER POST AND 0.8 FOOT NORTH OF THE
 HH0905'EAST-WEST FENCE.
 HH0905'
 HH0905'MINNEOLA MUNICIPAL WATER TANK 1961 WAS USED FOR AN AZIMUTH AND NO
 HH0905'AZIMUTH MARK WAS ESTABLISHED.
 HH0905'
 HH0905'RM 1 AND RM 2 COMPUTED FROM SLOPE MEASUREMENT.
 HH0905'
 HH0905'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0851 ***********************************************************************
 HH0851  DESIGNATION -  MINTER
 HH0851  PID         -  HH0851
 HH0851  STATE/COUNTY-  KS/HAMILTON
 HH0851  USGS QUAD   -  SYRACUSE WEST NW (1966)
 HH0851
 HH0851                         *CURRENT SURVEY CONTROL
 HH0851  ___________________________________________________________________
 HH0851* NAD 83(1997)-  37 53 34.34749(N)    101 58 05.64445(W)     ADJUSTED  
 HH0851* NAVD 88     -      1125.65   (+/-2cm)    3693.1    (feet)  VERTCON   
 HH0851  ___________________________________________________________________
 HH0851  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 HH0851  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 HH0851
 HH0851  HORZ ORDER  -  FIRST
 HH0851  VERT ORDER  -  THIRD ? (See Below)
 HH0851
 HH0851.The horizontal coordinates were established by classical geodetic methods
 HH0851.and adjusted by the National Geodetic Survey in October 1998..
 HH0851
 HH0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0851.The vertical order pertains to the NGVD 29 superseded value.
 HH0851
 HH0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0851
 HH0851.The geoid height was determined by GEOID03.
 HH0851
 HH0851;                    North         East     Units Scale Factor Converg.
 HH0851;SPC KS S     -   541,763.315    95,023.694   MT  0.99993601   -2 07 52.8
 HH0851;SPC CO S     -   446,761.937 1,224,965.375   MT  0.99994592   +2 09 58.7
 HH0851;SPC CO S     - 1,465,751.45  4,018,907.23   sFT  0.99994592   +2 09 58.7
 HH0851;UTM  14      - 4,198,083.864   238,989.364   MT  1.00043917   -1 49 26.7
 HH0851;UTM  13      - 4,198,263.727   766,598.477   MT  1.00047549   +1 51 47.4
 HH0851
 HH0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0851!SPC KS S     -   0.99982720  x   0.99993601  =   0.99976322
 HH0851!SPC CO S     -   0.99982720  x   0.99994592  =   0.99977313
 HH0851!UTM  14      -   0.99982720  x   1.00043917  =   1.00026630
 HH0851!UTM  13      -   0.99982720  x   1.00047549  =   1.00030261
 HH0851
 HH0851|---------------------------------------------------------------------|
 HH0851| PID    Reference Object                     Distance      Geod. Az  |
 HH0851|                                                           dddmmss.s |
 HH0851| CM9115 MINTER RM 1                                        03105     |
 HH0851| HH0846 SYRACUSE MUNICIPAL TANK             APPROX.21.1 KM 0624620.5 |
 HH0851| CM9114 MINTER AZ MK                                       1184716.6 |
 HH0851| CM9116 MINTER RM 2                                        13139     |
 HH0851|---------------------------------------------------------------------|
 HH0851
 HH0851                          SUPERSEDED SURVEY CONTROL
 HH0851
 HH0851  NAD 83(1997)-  37 53 34.34748(N)    101 58 05.64441(W) AD(       ) 1
 HH0851  NAD 83(1997)-  37 53 34.34866(N)    101 58 05.64357(W) AD(       ) 1
 HH0851  NAD 83(1986)-  37 53 34.34866(N)    101 58 05.63870(W) AD(       ) 1
 HH0851  NAD 27      -  37 53 34.30768(N)    101 58 03.99373(W) AD(       ) 1
 HH0851  NGVD 29 (07/19/86) 1125.20   (m)         3691.6    (f) LEVELING    3  
 HH0851
 HH0851.Superseded values are not recommended for survey control.
 HH0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0851.See file dsdata.txt to determine how the superseded data were derived.
 HH0851
 HH0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG3898998084(NAD 83)
 HH0851_MARKER: DD = SURVEY DISK
 HH0851_SETTING: 0 = UNSPECIFIED SETTING
 HH0851
 HH0851  HISTORY     - Date     Condition        Report By
 HH0851  HISTORY     - 1934     MONUMENTED       USGS
 HH0851
 HH0851                          STATION DESCRIPTION
 HH0851
 HH0851'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 HH0851'STATION IS ABOUT 11 MILES S OF COOLIDGE, IN THE NE 1/4 SEC. 11,
 HH0851'T 25 S, R 43 W.  THE STATION IS ON THE HIGHEST POINT FOR
 HH0851'SEVERAL MILES IN ANY DIRECTION.  IT IS ON THE HIGHEST POINT OF
 HH0851'A RIDGE ABOUT 1/4 MILE LONG.  THE RIDGE EXTENDS IN A NNW AND
 HH0851'SSE DIRECTION.  THE STATION IS ABOUT 0.3 MILE W OF A SECTION
 HH0851'LINE ROAD AND ABOUT 0.45 MILE SW OF A SECTION CORNER AND
 HH0851'CROSSROADS.  THE STATION MARK IS A STANDARD U.S.G.S. MARK SET
 HH0851'IN A CONCRETE POST.  THE MARK PROJECTS 8 INCHES ABOVE THE
 HH0851'GROUND.
 HH0851'
 HH0851'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 HH0851'CONCRETE, AS DESCRIBED.
 HH0851'
 HH0851'REFERENCE MARK NO. 1 IS NE OF THE STATION.  THE MARK PROJECTS
 HH0851'6 INCHES.
 HH0851'
 HH0851'REFERENCE MARK NO. 2 IS SE OF THE STATION.  THE MARK PROJECTS
 HH0851'5 INCHES.
 HH0851'
 HH0851'AZIMUTH MARK IS SE OF THE STATION.  (IT IS 27 FEET W OF THE
 HH0851'CENTER OF THE ROAD AND 0.1 MILE S OF A CROSSROADS).  THE MARK
 HH0851'PROJECTS 6 INCHES.
 HH0851'
 HH0851'THE STATION IS REACHED FROM SYRACUSE BY GOING S FROM THE RAILROAD
 HH0851'TRACKS ON STATE HIGHWAY 27, 4.3 MILES.  TURN OFF THE HIGHWAY
 HH0851'AND GO W ON AN UNGRADED ROAD 0.5 MILE TO A GRADED ROAD RUNNING
 HH0851'N AND ALSO W FROM A CORNER.  GO W ON THE GRADE 9.0 MILES TO A
 HH0851'CROSSROADS.  TURN S AND GO 1.0 MILE ON A SECTION LINE ROAD.
 HH0851'TURN W ON THE SECTION LINE AND GO 1.0 MILE.  TURN S ON THE
 HH0851'SECTION LINE AND GO 0.3 MILE.  TURN OFF THE ROAD AND GO W ACROSS
 HH0851'A CULTIVATED FIELD 0.3 MILE, TO THE HIGHEST POINT OF THE
 HH0851'RIDGE AND THE STATION ON PRAIRIE LAND.
 HH0851'
 HH0851'A 35-FOOT TOWER WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0821 ***********************************************************************
 KH0821  DESIGNATION -  MISSION
 KH0821  PID         -  KH0821
 KH0821  STATE/COUNTY-  KS/RAWLINS
 KH0821  USGS QUAD   -  MIDWAY (1978)
 KH0821
 KH0821                         *CURRENT SURVEY CONTROL
 KH0821  ___________________________________________________________________
 KH0821* NAD 83(1997)-  39 47 08.26325(N)    100 49 58.29127(W)     ADJUSTED  
 KH0821* NAVD 88     -       890.     (meters)    2920.     (feet)  SCALED    
 KH0821  ___________________________________________________________________
 KH0821  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 KH0821  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 KH0821
 KH0821  HORZ ORDER  -  SECOND
 KH0821
 KH0821.The horizontal coordinates were established by classical geodetic methods
 KH0821.and adjusted by the National Geodetic Survey in October 1998..
 KH0821
 KH0821.The orthometric height was scaled from a topographic map.
 KH0821
 KH0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0821
 KH0821.The geoid height was determined by GEOID03.
 KH0821
 KH0821;                    North         East     Units Scale Factor Converg.
 KH0821;SPC KS N     -   165,022.486   157,375.985   MT  1.00000037   -1 47 32.6
 KH0821;UTM  14      - 4,405,571.221   343,054.686   MT  0.99990325   -1 10 23.2
 KH0821
 KH0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0821!SPC KS N     -   0.99986415  x   1.00000037  =   0.99986452
 KH0821!UTM  14      -   0.99986415  x   0.99990325  =   0.99976741
 KH0821
 KH0821:                Primary Azimuth Mark                     Grid Az
 KH0821:SPC KS N     -  OBERLIN MUNICIPAL STANDPIPE              081 49 49.2
 KH0821:UTM  14      -  OBERLIN MUNICIPAL STANDPIPE              081 12 39.8
 KH0821
 KH0821|---------------------------------------------------------------------|
 KH0821| PID    Reference Object                     Distance      Geod. Az  |
 KH0821|                                                           dddmmss.s |
 KH0821| KH0802 OBERLIN MUNICIPAL STANDPIPE         APPROX.26.3 KM 0800216.6 |
 KH0821| KH0820 ENNE LUTHERAN CHURCH SPIRE          APPROX. 4.7 KM 0803625.9 |
 KH0821| CO1841 MISSION RM 1                         36.926 METERS 17348     |
 KH0821| CO1842 MISSION RM 2                         89.060 METERS 25824     |
 KH0821| CO1840 MISSION AZ MK                                      3574622.9 |
 KH0821|---------------------------------------------------------------------|
 KH0821
 KH0821                          SUPERSEDED SURVEY CONTROL
 KH0821
 KH0821  NAD 83(1997)-  39 47 08.26449(N)    100 49 58.29275(W) AD(       ) 2
 KH0821  NAD 83(1986)-  39 47 08.26635(N)    100 49 58.29459(W) AD(       ) 2
 KH0821  NAD 27      -  39 47 08.25300(N)    100 49 56.74900(W) AD(       ) 2
 KH0821
 KH0821.Superseded values are not recommended for survey control.
 KH0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0821.See file dsdata.txt to determine how the superseded data were derived.
 KH0821
 KH0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK4305505571(NAD 83)
 KH0821_MARKER: DS = TRIANGULATION STATION DISK
 KH0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0821
 KH0821  HISTORY     - Date     Condition        Report By
 KH0821  HISTORY     - 1950     MONUMENTED       CGS
 KH0821
 KH0821                          STATION DESCRIPTION
 KH0821
 KH0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0821'THE STATION IS LOCATED ABOUT 17.0 MILES WEST-SOUTHWEST OF OBERLIN
 KH0821'AND ABOUT 11.5 MILES EAST-SOUTHEAST OF ATWOOD IN THE NORTHEAST
 KH0821'CORNER OF A CHURCHYARD, 144 FEET NORTHEAST OF THE NORTHEAST
 KH0821'CORNER OF A CHURCH AND 17 FEET SOUTHWEST OF A LARGE CORNER
 KH0821'POST.  IT IS STAMPED MISSION 1950 AND IS FLUSH WITH THE GROUND
 KH0821'SURFACE.
 KH0821'
 KH0821'REFERENCE MARK NO. 1 IS IN THE EAST EDGE OF CHURCHYARD, 93 FEET
 KH0821'EAST OF THE NORTHEAST CORNER OF CHURCH.  IT IS STAMPED MISSION
 KH0821'NO 1 1950 AND IS FLUSH WITH THE GROUND SURFACE.
 KH0821'
 KH0821'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF CHURCHYARD, 20 FEET
 KH0821'EAST OF THE CENTER OF A NORTH-SOUTH ROAD.  IT IS STAMPED MISSION
 KH0821'NO 2 1950 AND IS FLUSH WITH THE GROUND SURFACE.
 KH0821'
 KH0821'THE AZIMUTH MARK IS IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 KH0821'100 FEET NORTH OF THE CENTER OF A ROAD, 3 FEET EAST OF A POWER
 KH0821'LINE POLE AND 1 FOOT EAST OF A WITNESS POST.  IT IS STAMPED
 KH0821'MISSION 1950 AND PROJECTS 3 INCHES.
 KH0821'
 KH0821'TO REACH THE STATION FROM THE POST OFFICE IN OBERLIN, GO NORTH
 KH0821'FOR 0.5 MILE TO U.S. HIGHWAY 36, TURN LEFT AND GO WEST FOR 0.3
 KH0821'MILE TO JUNCTION OF U.S. HIGHWAYS 83 AND 36.  CONTINUE WEST
 KH0821'ON U.S. HIGHWAY 36 FOR 13.0 MILES TO JUNCTION WITH STATE
 KH0821'HIGHWAY 117, CONTINUE WEST ON U.S. HIGHWAY 36 FOR 2.7 MILES
 KH0821'TO A CROSSROAD AND CEMETERY IN THE NORTHWEST ANGLE.  TURN LEFT
 KH0821'AND GO SOUTH FOR 1.5 MILES TO A CROSSROAD, TURN RIGHT AND GO
 KH0821'WEST ON GRAVELED ROAD FOR 0.5 TO A POINT WHERE ROAD CURVES
 KH0821'SOUTH AND AZIMUTH MARK ON RIGHT AS DESCRIBED.  TURN LEFT AND GO
 KH0821'SOUTH FOR 0.45 MILE TO A FORK, KEEP LEFT FORK STRAIGHT AHEAD
 KH0821'FOR 0.05 MILE TO A CHURCHYARD ON LEFT AND STATION IN NORTHEAST
 KH0821'CORNER AS DESCRIBED.
 KH0821'
 KH0821'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1158 ***********************************************************************
 KE1158  DESIGNATION -  MISSION SW BELL TEL MICROWAVE
 KE1158  PID         -  KE1158
 KE1158  STATE/COUNTY-  KS/JOHNSON
 KE1158  USGS QUAD   -  SHAWNEE (1991)
 KE1158
 KE1158                         *CURRENT SURVEY CONTROL
 KE1158  ___________________________________________________________________
 KE1158* NAD 83(1997)-  39 01 51.75197(N)    094 40 00.15122(W)     ADJUSTED  
 KE1158* NAVD 88     -                                                        
 KE1158  ___________________________________________________________________
 KE1158  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 KE1158  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 KE1158
 KE1158  HORZ ORDER  -  THIRD
 KE1158
 KE1158.The horizontal coordinates were established by classical geodetic methods
 KE1158.and adjusted by the National Geodetic Survey in October 1998..
 KE1158
 KE1158
 KE1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1158
 KE1158.The geoid height was determined by GEOID03.
 KE1158
 KE1158;                    North         East     Units Scale Factor Converg.
 KE1158;SPC KS N     -    82,764.441   688,549.313   MT  0.99996416   +2 06 32.5
 KE1158;UTM  15      - 4,321,542.970   355,735.601   MT  0.99985627   -1 02 59.2
 KE1158
 KE1158                          SUPERSEDED SURVEY CONTROL
 KE1158
 KE1158  NAD 83(1986)-  39 01 51.75865(N)    094 40 00.14712(W) AD(       ) 4
 KE1158  NAD 27      -  39 01 51.73875(N)    094 39 59.29664(W) AD(       ) 3
 KE1158
 KE1158.Superseded values are not recommended for survey control.
 KE1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1158.See file dsdata.txt to determine how the superseded data were derived.
 KE1158
 KE1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5573621543(NAD 83)
 KE1158_MARKER: 61 = POLE
 KE1158
 KE1158  HISTORY     - Date     Condition        Report By
 KE1158  HISTORY     - 1974     FIRST OBSERVED   NGS
 KE1158
 KE1158                          STATION DESCRIPTION
 KE1158
 KE1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 KE1158'THE STATION, MISSION SOUTHWEST TELEPHONE COMPANY MICROWAVE, IS A
 KE1158'LIGHTED POLE ON TOP OF A LARGE TAN BUILDING WITH A TALL EXTENSION ON
 KE1158'THE NORTHWEST PART OF THE BUILDING.  THERE ARE REFLECTORS ON TOP OF
 KE1158'THIS EXTENSION AND THE POLE IS ON THE EXTENSION.  THE BUILDING IS
 KE1158'LOCATED ABOUT 3-1/2 MILES NORTH-NORTHEAST OF OVERLAND PARK AND 1
 KE1158'MILE NORTHWEST OF MISSION.
 KE1158'
 KE1158'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 35 AND U.S.
 KE1158'HIGHWAY 69 (METCALF AVENUE), GO SOUTH ON HIGHWAY 69 FOR 0.7 MILE
 KE1158'TO THE BUILDING ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0139 ***********************************************************************
 JG0139  DESIGNATION -  MITCH
 JG0139  PID         -  JG0139
 JG0139  STATE/COUNTY-  KS/RICE
 JG0139  USGS QUAD   -  LITTLE RIVER (1970)
 JG0139
 JG0139                         *CURRENT SURVEY CONTROL
 JG0139  ___________________________________________________________________
 JG0139* NAD 83(1997)-  38 23 31.38859(N)    098 04 07.08782(W)     ADJUSTED  
 JG0139* NAVD 88     -       526.279  (meters)    1726.63   (feet)  ADJUSTED  
 JG0139  ___________________________________________________________________
 JG0139  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 JG0139  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 JG0139  DYNAMIC HT  -         525.886 (meters)    1725.34  (feet)  COMP
 JG0139  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 JG0139
 JG0139  HORZ ORDER  -  SECOND
 JG0139  VERT ORDER  -  SECOND    CLASS 0
 JG0139
 JG0139.The horizontal coordinates were established by classical geodetic methods
 JG0139.and adjusted by the National Geodetic Survey in October 1998..
 JG0139
 JG0139.The orthometric height was determined by differential leveling
 JG0139.and adjusted by the National Geodetic Survey in June 1991..
 JG0139
 JG0139.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0139
 JG0139.The geoid height was determined by GEOID03.
 JG0139
 JG0139.The dynamic height is computed by dividing the NAVD 88
 JG0139.geopotential number by the normal gravity value computed on the
 JG0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0139.degrees latitude (g = 980.6199 gals.).
 JG0139
 JG0139.The modeled gravity was interpolated from observed gravity values.
 JG0139
 JG0139;                    North         East     Units Scale Factor Converg.
 JG0139;SPC KS S     -   591,582.882   437,683.951   MT  0.99997013   +0 15 54.3
 JG0139;SPC KS N     -     6,520.780   394,003.401   MT  1.00006824   -0 02 36.3
 JG0139;UTM  14      - 4,249,726.070   581,334.894   MT  0.99968147   +0 34 42.4
 JG0139
 JG0139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0139!SPC KS S     -   0.99992173  x   0.99997013  =   0.99989187
 JG0139!SPC KS N     -   0.99992173  x   1.00006824  =   0.99998997
 JG0139!UTM  14      -   0.99992173  x   0.99968147  =   0.99960323
 JG0139
 JG0139|---------------------------------------------------------------------|
 JG0139| PID    Reference Object                     Distance      Geod. Az  |
 JG0139|                                                           dddmmss.s |
 JG0139| JG0629 MITCH RM 1                           22.928 METERS 04100     |
 JG0139| JG0630 MITCH RM 2                           21.413 METERS 18830     |
 JG0139| CK9440 MITCH AZ MK                                        3434647.4 |
 JG0139|---------------------------------------------------------------------|
 JG0139
 JG0139                          SUPERSEDED SURVEY CONTROL
 JG0139
 JG0139  NAD 83(1986)-  38 23 31.39634(N)    098 04 07.08879(W) AD(       ) 2
 JG0139  NAD 27      -  38 23 31.36580(N)    098 04 05.89510(W) AD(       ) 2
 JG0139  NGVD 29 (??/??/92)  526.124  (m)         1726.13   (f) ADJ UNCH    2 0
 JG0139
 JG0139.Superseded values are not recommended for survey control.
 JG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0139.See file dsdata.txt to determine how the superseded data were derived.
 JG0139
 JG0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8133549726(NAD 83)
 JG0139_MARKER: DS = TRIANGULATION STATION DISK
 JG0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0139_STAMPING: MITCH 1961
 JG0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0139+STABILITY: SURFACE MOTION
 JG0139
 JG0139  HISTORY     - Date     Condition        Report By
 JG0139  HISTORY     - 1961     MONUMENTED       CGS
 JG0139  HISTORY     - 1961     GOOD             CGS
 JG0139
 JG0139                          STATION DESCRIPTION
 JG0139
 JG0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JG0139'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE COMPOUND.
 JG0139'
 JG0139'THE STATION MARK, A STANDARD DISK STAMPED MITCH 1961, IS SET IN
 JG0139'THE TOP OF A CONCRETE MONUMENT THAT IS 10-INCHES SQUARE AT THE
 JG0139'TOP AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 JG0139'IS 60.6 FEET SOUTH OF THE NORTHWEST CORNER OF THE COMPOUND FENCE,
 JG0139'11.2 FEET EAST OF THE NORTH-SOUTH FENCE LINE AND A METAL WITNESS
 JG0139'POST WITH SIGN.
 JG0139'
 JG0139'REFERENCE MARK 1, A STANDARD DISK STAMPED MITCH NO 1 1961, IS SET
 JG0139'IN THE TOP OF A CONCRETE MONUMENT THAT IS 10-INCHES SQUARE AT THE
 JG0139'TOP AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 60.5
 JG0139'FEET EAST OF THE NORTHWEST CORNER OF THE COMPOUND FENCE, 2.3
 JG0139'FEET SOUTH OF THE EAST-WEST FENCE LINE, AND AT ABOUT THE SAME
 JG0139'ELEVATION AS THE STATION MARK.
 JG0139'
 JG0139'REFERENCE MARK 2, A STANDARD DISK STAMPED MITCH NO 2 1961, IS SET
 JG0139'IN THE TOP OF A CONCRETE MONUMENT THAT IS 10-INCHES SQUARE AT
 JG0139'THE TOP AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 JG0139'1.4 FEET EAST OF THE NORTH-SOUTH BOUNDARY FENCE AND AT ABOUT
 JG0139'THE SAME ELEVATION AS THE STATION MARK.
 JG0139'
 JG0139'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF A NORTH-SOUTH
 JG0139'SECTION LINE ROAD 36 YARDS NORTH OF THE SUMMIT OF A LOW RISE.
 JG0139'IT CAN BE REACHED FROM THE JUNCTION OF THE SECTION LINE ROAD AND
 JG0139'THE ENTRANCE ROAD TO THE SITE BY DRIVING NORTH ON THE SECTION
 JG0139'LINE ROAD FOR 0.7 MILE TO THE MARK AS DESCRIBED BELOW.
 JG0139'
 JG0139'THE AZIMUTH MARK, A STANDARD DISK STAMPED MITCH 1961, IS SET IN
 JG0139'THE TOP OF A CONCRETE MONUMENT THAT IS 10-INCHES SQUARE AT THE TOP
 JG0139'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 30 FEET WEST
 JG0139'OF AND ABOUT 4 FEET HIGHER THAN THE CENTER LINE OF THE ROAD,
 JG0139'1.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN, AND 1
 JG0139'FOOT EAST OF THE FENCE.
 JG0139
 JG0139                          STATION RECOVERY (1961)
 JG0139
 JG0139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 JG0139'2 MI NE FROM MITCHELL.
 JG0139'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0139'FROM THE STATION AT MITCHELL TO A ROAD CROSSING, THENCE EAST 0.3
 JG0139'MILE TO A FARM HOUSE, AND THENCE 0.9 MILE FURTHER EAST ALONG THE
 JG0139'ROAD AND INTO THE INSTALLATION, 60.6 FEET SOUTH OF THE NORTHWEST
 JG0139'CORNER OF THE COMPOUND FENCE, 11.2 FEET EAST OF THE NORTH-SOUTH
 JG0139'FENCE LINE AND A METAL WITNESS POST WITH SIGN, SET IN A SQUARE
 JG0139'TOPPED CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND, 75.23
 JG0139'FEET SOUTHWEST FROM REFERENCE MARK 1, AND 70.25 FEET NORTH FROM
 JG0139'REFERENCE MARK 2, EACH SET IN SQUARE TOPPED CONCRETE POSTS, STAMPED
 JG0139'MITCH NO 1 1961 AND MITCH NO 2 1961, RESPECTIVELY.  THE REFERENCE
 JG0139'MARKS WERE LEVELED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0629 ***********************************************************************
 JG0629  DESIGNATION -  MITCH RM 1
 JG0629  PID         -  JG0629
 JG0629  STATE/COUNTY-  KS/RICE
 JG0629  USGS QUAD   -  LITTLE RIVER (1970)
 JG0629
 JG0629                         *CURRENT SURVEY CONTROL
 JG0629  ___________________________________________________________________
 JG0629* NAD 83(1986)-  38 23 31.     (N)    098 04 06.     (W)     SCALED    
 JG0629* NAVD 88     -       525.831  (meters)    1725.16   (feet)  ADJUSTED  
 JG0629  ___________________________________________________________________
 JG0629  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 JG0629  DYNAMIC HT  -         525.437 (meters)    1723.87  (feet)  COMP
 JG0629  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 JG0629
 JG0629  VERT ORDER  -  SECOND    CLASS 0
 JG0629
 JG0629.The horizontal coordinates were scaled from a topographic map and have
 JG0629.an estimated accuracy of +/- 6 seconds.
 JG0629
 JG0629.The orthometric height was determined by differential leveling
 JG0629.and adjusted by the National Geodetic Survey in June 1991..
 JG0629
 JG0629.The geoid height was determined by GEOID03.
 JG0629
 JG0629.The dynamic height is computed by dividing the NAVD 88
 JG0629.geopotential number by the normal gravity value computed on the
 JG0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0629.degrees latitude (g = 980.6199 gals.).
 JG0629
 JG0629.The modeled gravity was interpolated from observed gravity values.
 JG0629
 JG0629;                    North         East    Units  Estimated Accuracy
 JG0629;SPC KS S     -   591,570.      437,710.      MT  (+/- 180 meters Scaled)
 JG0629
 JG0629                          SUPERSEDED SURVEY CONTROL
 JG0629
 JG0629  NGVD 29 (??/??/92)  525.676  (m)         1724.66   (f) ADJ UNCH    2 0
 JG0629
 JG0629.Superseded values are not recommended for survey control.
 JG0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0629.See file dsdata.txt to determine how the superseded data were derived.
 JG0629
 JG0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH813497(NAD 83)
 JG0629_MARKER: DR = REFERENCE MARK DISK
 JG0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0629_STAMPING: MITCH NO 1 1961
 JG0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0629+STABILITY: SURFACE MOTION
 JG0629
 JG0629  HISTORY     - Date     Condition        Report By
 JG0629  HISTORY     - 1961     MONUMENTED       CGS
 JG0629
 JG0629                          STATION DESCRIPTION
 JG0629
 JG0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JG0629'2 MI NE FROM MITCHELL.
 JG0629'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JG0629'RAILWAY FROM THE STATION AT MITCHELL TO A ROAD CROSSING, THENCE
 JG0629'EAST 0.3 MILE TO A FARM HOUSE, AND THENCE 0.9 MILE FURTHER EAST
 JG0629'ALONG THE ROAD AND INTO THE INSTALLATION, SET IN THE TOP OF A
 JG0629'CONCRETE POST.  75.23 FEET NE OF STATION MITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0630 ***********************************************************************
 JG0630  DESIGNATION -  MITCH RM 2
 JG0630  PID         -  JG0630
 JG0630  STATE/COUNTY-  KS/RICE
 JG0630  USGS QUAD   -  LITTLE RIVER (1970)
 JG0630
 JG0630                         *CURRENT SURVEY CONTROL
 JG0630  ___________________________________________________________________
 JG0630* NAD 83(1986)-  38 23 31.     (N)    098 04 06.     (W)     SCALED    
 JG0630* NAVD 88     -       526.403  (meters)    1727.04   (feet)  ADJUSTED  
 JG0630  ___________________________________________________________________
 JG0630  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 JG0630  DYNAMIC HT  -         526.010 (meters)    1725.75  (feet)  COMP
 JG0630  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 JG0630
 JG0630  VERT ORDER  -  SECOND    CLASS 0
 JG0630
 JG0630.The horizontal coordinates were scaled from a topographic map and have
 JG0630.an estimated accuracy of +/- 6 seconds.
 JG0630
 JG0630.The orthometric height was determined by differential leveling
 JG0630.and adjusted by the National Geodetic Survey in June 1991..
 JG0630
 JG0630.The geoid height was determined by GEOID03.
 JG0630
 JG0630.The dynamic height is computed by dividing the NAVD 88
 JG0630.geopotential number by the normal gravity value computed on the
 JG0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0630.degrees latitude (g = 980.6199 gals.).
 JG0630
 JG0630.The modeled gravity was interpolated from observed gravity values.
 JG0630
 JG0630;                    North         East    Units  Estimated Accuracy
 JG0630;SPC KS S     -   591,570.      437,710.      MT  (+/- 180 meters Scaled)
 JG0630
 JG0630                          SUPERSEDED SURVEY CONTROL
 JG0630
 JG0630  NGVD 29 (??/??/92)  526.248  (m)         1726.53   (f) ADJ UNCH    2 0
 JG0630
 JG0630.Superseded values are not recommended for survey control.
 JG0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0630.See file dsdata.txt to determine how the superseded data were derived.
 JG0630
 JG0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH813497(NAD 83)
 JG0630_MARKER: DB = BENCH MARK DISK
 JG0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0630_STAMPING: MITCH NO 2 1961
 JG0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0630+STABILITY: SURFACE MOTION
 JG0630
 JG0630  HISTORY     - Date     Condition        Report By
 JG0630  HISTORY     - 1961     MONUMENTED       CGS
 JG0630
 JG0630                          STATION DESCRIPTION
 JG0630
 JG0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JG0630'2 MI NE FROM MITCHELL.
 JG0630'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0630'FROM THE STATION AT MITCHELL TO A ROAD CROSSING, THENCE EAST 0.3
 JG0630'MILE TO A FARM HOUSE, AND THENCE 0.9 MILE FURTHER EAST ALONG THE
 JG0630'ROAD AND INTO THE INSTALLATION, 70.25 FEET SOUTH OF STATION MITCH.
 JG0630'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0861 ***********************************************************************
 HG0861  DESIGNATION -  MITCHELL
 HG0861  PID         -  HG0861
 HG0861  STATE/COUNTY-  KS/STAFFORD
 HG0861  USGS QUAD   -  STAFFORD NW (1972)
 HG0861
 HG0861                         *CURRENT SURVEY CONTROL
 HG0861  ___________________________________________________________________
 HG0861* NAD 83(1997)-  37 53 51.54924(N)    098 44 27.91490(W)     ADJUSTED  
 HG0861* NAVD 88     -       594.25   (+/-2cm)    1949.6    (feet)  VERTCON   
 HG0861  ___________________________________________________________________
 HG0861  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 HG0861  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 HG0861
 HG0861  HORZ ORDER  -  SECOND
 HG0861  VERT ORDER  -  THIRD ? (See Below)
 HG0861
 HG0861.The horizontal coordinates were established by classical geodetic methods
 HG0861.and adjusted by the National Geodetic Survey in October 1998..
 HG0861
 HG0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0861.The vertical order pertains to the NGVD 29 superseded value.
 HG0861
 HG0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0861
 HG0861.The geoid height was determined by GEOID03.
 HG0861
 HG0861;                    North         East     Units Scale Factor Converg.
 HG0861;SPC KS S     -   536,648.043   378,796.680   MT  0.99993598   -0 08 53.4
 HG0861;UTM  14      - 4,194,491.051   522,763.404   MT  0.99960638   +0 09 32.5
 HG0861
 HG0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0861!SPC KS S     -   0.99991098  x   0.99993598  =   0.99984696
 HG0861!UTM  14      -   0.99991098  x   0.99960638  =   0.99951739
 HG0861
 HG0861|---------------------------------------------------------------------|
 HG0861| PID    Reference Object                     Distance      Geod. Az  |
 HG0861|                                                           dddmmss.s |
 HG0861| CK9442 MITCHELL RM 1                        22.911 METERS 07720     |
 HG0861| CK9441 MITCHELL AZ MK                                     2641320.8 |
 HG0861| CK9443 MITCHELL RM 2                        28.450 METERS 27212     |
 HG0861| HG0883 DILLWYN                             APPROX.14.4 KM 3042810.8 |
 HG0861|---------------------------------------------------------------------|
 HG0861
 HG0861                          SUPERSEDED SURVEY CONTROL
 HG0861
 HG0861  NAD 83(1997)-  37 53 51.55614(N)    098 44 27.91580(W) AD(       ) 2
 HG0861  NAD 83(1986)-  37 53 51.55579(N)    098 44 27.91456(W) AD(       ) 2
 HG0861  NAD 27      -  37 53 51.50100(N)    098 44 26.59500(W) AD(       ) 2
 HG0861  NGVD 29 (07/19/86)  594.01   (m)         1948.8    (f) LEVELING    3  
 HG0861
 HG0861.Superseded values are not recommended for survey control.
 HG0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0861.See file dsdata.txt to determine how the superseded data were derived.
 HG0861
 HG0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG2276394491(NAD 83)
 HG0861_MARKER: DS = TRIANGULATION STATION DISK
 HG0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0861_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0861
 HG0861  HISTORY     - Date     Condition        Report By
 HG0861  HISTORY     - 1953     MONUMENTED       CGS
 HG0861  HISTORY     - 1971     GOOD             NGS
 HG0861
 HG0861                          STATION DESCRIPTION
 HG0861
 HG0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0861'THE STATION IS ABOUT 9 MILES SOUTHWEST OF STAFFORD, 7 MILES
 HG0861'SOUTH OF ST. JOHN, ON LAND OWNED BY J.N. MITCHELL AND IN
 HG0861'NORTHWEST 1/4 OF SECTION 10, T 25 S, R 13 W, 75 FEET SOUTH
 HG0861'OF THE CENTER OF A PAVED ROAD, 35 FEET SOUTH OF A FENCE
 HG0861'AND 16 FEET SOUTHWEST OF A 4 X 4 INCH WHITE WITNESS POST.
 HG0861'
 HG0861'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HG0861'50 S AND 281 ABOUT 1-1/2 MILES SOUTHEAST OF ST. JOHN, GO
 HG0861'SOUTH ON HIGHWAY 281 FOR 6.0 MILES TO A CROSSROADS AT A
 HG0861'SCHOOLHOUSE, (AZIMUTH MARK IS 0.05 MILE SOUTH OF THIS POINT)
 HG0861'TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.2 MILE TO A
 HG0861'GATE ON THE RIGHT, TURN RIGHT, PASS THROUGH THE GATE, TURN
 HG0861'SHARP LEFT AND GO SOUTH FOR ABOUT 50 YARDS TO THE HIGHEST
 HG0861'POINT AND THE STATION.
 HG0861'
 HG0861'THE STATION MARK IS 14 INCHES BELOW THE SURFACE OF THE GROUND
 HG0861'AND THE DISK IS STAMPED MITCHELL 1953.
 HG0861'
 HG0861'REFERENCE MARK 1 IS 18 FEET SOUTH OF THE FENCE.  THE MARK
 HG0861'PROJECTS 6 INCHES AND THE DISK IS STAMPED MITCHELL NO 1 1953.
 HG0861'
 HG0861'REFERENCE MARK 2 IS 34 FEET SOUTH OF THE FENCE.  THE MARK
 HG0861'PROJECTS 6 INCHES AND THE DISK IS STAMPED MITCHELL NO 2 1953.
 HG0861'
 HG0861'THE AZIMUTH MARK IS 52 FEET WEST OF THE HIGHWAY, 5 FEET
 HG0861'SOUTH OF A 4 X 4 INCH WHITE WITNESS POST AND 2 FEET EAST
 HG0861'OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 HG0861'STAMPED MITCHELL 1953.
 HG0861'
 HG0861'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HG0861
 HG0861                          STATION RECOVERY (1971)
 HG0861
 HG0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HG0861'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2 WERE
 HG0861'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 HG0861'MARK WAS FOUND DESTROYED WITH THE DISK GONE FROM THE CONCRETE POST.
 HG0861'AT THE TIME OF RECOVERY NO OBJECTS WERE VISIBLE FROM THE STATION.
 HG0861'STATION SITE WILL BE VISITED AGAIN WHEN TREES ARE BARREN AND THEN
 HG0861'IT MIGHT BE POSSIBLE TO SEE AN OLD INTERSECTION STATION TO THE
 HG0861'NORTHEAST.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.  A
 HG0861'METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 HG0861'
 HG0861'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 281
 HG0861'ABOUT 2-1/2 MILES SOUTHEAST OF ST. JOHN, GO SOUTH ON U.S. HIGHWAY
 HG0861'281 FOR 4.1 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A
 HG0861'GRAVELED ROAD FOR 0.2 MILE TO A GATE ON THE RIGHT.  TURN RIGHT
 HG0861'AND THE SHARP LEFT AND GO EAST ALONG THE SOUTH SIDE OF TREES FOR
 HG0861'ABOUT 50 YARDS TO THE STATION.
 HG0861'
 HG0861'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES SOUTH
 HG0861'OF ST. JOHN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0650 ***********************************************************************
 KF0650  DESIGNATION -  MMA 2
 KF0650  PID         -  KF0650
 KF0650  STATE/COUNTY-  KS/RILEY
 KF0650  USGS QUAD   -  KEATS (1992)
 KF0650
 KF0650                         *CURRENT SURVEY CONTROL
 KF0650  ___________________________________________________________________
 KF0650* NAD 83(1997)-  39 08 24.44161(N)    096 39 52.56773(W)     ADJUSTED  
 KF0650* NAVD 88     -       317.946  (meters)    1043.13   (feet)  ADJUSTED  
 KF0650  ___________________________________________________________________
 KF0650  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 KF0650  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 KF0650  DYNAMIC HT  -         317.733 (meters)    1042.43  (feet)  COMP
 KF0650  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 KF0650
 KF0650  HORZ ORDER  -  THIRD
 KF0650  VERT ORDER  -  FIRST     CLASS II
 KF0650
 KF0650.This mark is at Manhattan Municipal Airport (MHK)
 KF0650
 KF0650.The horizontal coordinates were established by classical geodetic methods
 KF0650.and adjusted by the National Geodetic Survey in October 1998..
 KF0650.No horizontal observational check was made to the station.
 KF0650
 KF0650.The orthometric height was determined by differential leveling
 KF0650.and adjusted by the National Geodetic Survey in June 1991..
 KF0650.WARNING-Repeat measurements at this control monument indicate possible
 KF0650.vertical movement.
 KF0650
 KF0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0650
 KF0650.The geoid height was determined by GEOID03.
 KF0650
 KF0650.The dynamic height is computed by dividing the NAVD 88
 KF0650.geopotential number by the normal gravity value computed on the
 KF0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0650.degrees latitude (g = 980.6199 gals.).
 KF0650
 KF0650.The modeled gravity was interpolated from observed gravity values.
 KF0650
 KF0650;                    North         East     Units Scale Factor Converg.
 KF0650;SPC KS N     -    90,413.729   515,443.248   MT  0.99995870   +0 50 41.7
 KF0650;UTM  14      - 4,334,923.653   701,838.198   MT  1.00010164   +1 28 28.7
 KF0650
 KF0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0650!SPC KS N     -   0.99995480  x   0.99995870  =   0.99991350
 KF0650!UTM  14      -   0.99995480  x   1.00010164  =   1.00005644
 KF0650
 KF0650|---------------------------------------------------------------------|
 KF0650| PID    Reference Object                     Distance      Geod. Az  |
 KF0650|                                                           dddmmss.s |
 KF0650| KF0651 MMA RM 1                              5.371 METERS 07408     |
 KF0650| CL7916 MMA RM 2                             19.248 METERS 19254     |
 KF0650| AC8628 MMA AZ MK                                          1960452.8 |
 KF0650| KF1088 MMA                                   6.055 METERS 19605     |
 KF0650|---------------------------------------------------------------------|
 KF0650
 KF0650                          SUPERSEDED SURVEY CONTROL
 KF0650
 KF0650  NAD 83(1986)-  39 08 24.44768(N)    096 39 52.56531(W) AD(       ) 3
 KF0650  NAD 27      -  39 08 24.46900(N)    096 39 51.54800(W) AD(       ) 3
 KF0650  NGVD 29 (??/??/92)  317.800  (m)         1042.65   (f) ADJ UNCH    1 2
 KF0650
 KF0650.Superseded values are not recommended for survey control.
 KF0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0650.See file dsdata.txt to determine how the superseded data were derived.
 KF0650
 KF0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0183834924(NAD 83)
 KF0650_MARKER: DS = TRIANGULATION STATION DISK
 KF0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0650_SP_SET: CONCRETE POST
 KF0650_STAMPING: MMA 2 1964
 KF0650_MARK LOGO: CGS   
 KF0650_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KF0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0650+STABILITY: SURFACE MOTION
 KF0650
 KF0650  HISTORY     - Date     Condition        Report By
 KF0650  HISTORY     - 1964     MONUMENTED       CGS
 KF0650  HISTORY     - 1964     GOOD             CGS
 KF0650  HISTORY     - 1967     GOOD             CGS
 KF0650  HISTORY     - 1974     GOOD             NGS
 KF0650  HISTORY     - 1976     GOOD             NGS
 KF0650  HISTORY     - 1980     GOOD             NGS
 KF0650  HISTORY     - 1986     GOOD             NGS
 KF0650  HISTORY     - 19910419 GOOD             NGS
 KF0650
 KF0650                          STATION DESCRIPTION
 KF0650
 KF0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KF0650'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF MANHATTAN AND
 KF0650'4 MILES NORTHEAST OF THE SMALL TOWN OF OGDEN ON THE MANHATTAN
 KF0650'MUNICIPAL AIRPORT, 18.6 FEET NORTH OF THE WEST CORNER OF THE
 KF0650'ONLY LARGE ROCK HANGAR ON THE AIRPORT, 27 FEET SOUTHWEST OF THE
 KF0650'WEST CORNER OF BRICK BUILDING FOR FAA FLIGHT SERVICE (THIS
 KF0650'BRICK BUILDING IS BUILT ALONG THE NORTHWEST SIDE OF ROAK
 KF0650'HANGAR.), 23 FEET NORTH-NORTHEAST OF THE WEST CORNER OF SIDEWALK,
 KF0650'10.7 FEET NORTHWEST OF THE NORTHWEST SIDE OF ROCK HANGAR,
 KF0650'AND 2.9 FEET NORTHWEST OF THE NORTHWEST EDGE OF SIDEWALK.
 KF0650'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED MMA 2
 KF0650'1964.
 KF0650'
 KF0650'TO REACH THE STATION FROM THE COURTHOUSE IN MANHATTAN, GO WEST
 KF0650'AND SOUTHWEST ON STATE HIGHWAY 18 (OLD U.S. HIGHWAY 40) FOR 6.9
 KF0650'MILES TO A T-ROAD RIGHT LEADING TO THE MANHATTAN MUNICIPAL
 KF0650'AIRPORT.  TURN RIGHT AND GO NORTHWEST FOR 0.2 MILE TO THE ROCK
 KF0650'HANGAR AND THE STATION AS DESCRIBED.
 KF0650'
 KF0650'REFERENCE MARK NO. 1 IS 17.62 FEET EAST-NORTHEAST OF THE STATION,
 KF0650'2 FEET WEST OF THE NORTH CORNER OF ROCK HANGAR, AND 1 FOOT
 KF0650'NORTHWEST OF THE NORTHWEST SIDE OF THE HANGAR.  THE MARK IS
 KF0650'4 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KF0650'MMA NO 1 1947.
 KF0650'
 KF0650'REFERENCE MARK NO. 2 IS 63.15 FEET SOUTH OF THE STATION, 44.5
 KF0650'FEET SOUTH-SOUTHWEST OF THE WEST CORNER OF ROCK HANGAR, AND 41
 KF0650'FEET SOUTHWEST OF THE SOUTHWEST SIDE OR FRONT SIDE OF THE
 KF0650'ROCK HANGAR.  THIS DISK IS SET IN A DRILLHOLE IN THE CONCRETE
 KF0650'APRON IN FRONT OF THE HANGAR AND THE DISK IS STAMPED MMA NO 2
 KF0650'1947.
 KF0650'
 KF0650'AZIMUTH MARK IS 0.25 MILE SOUTH-SOUTHWEST OF THE STATION ALONG
 KF0650'THE NORTHWEST RIGHT-OF-WAY OF THE UNION PACIFIC RAILROAD, 0.2
 KF0650'MILE SOUTHWEST OF THE ENTRANCE TO THE AIRPORT, 40 FEET SOUTHEAST
 KF0650'OF THE CENTER OF STATE HIGHWAY 18 (OLD U.S. HIGHWAY 40) 36 FEET
 KF0650'NORTHWEST OF THE NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD
 KF0650'TRACKS, 15 FEET NORTHEAST OF A TELEGRAPH POLE WHICH IS MILEPOST
 KF0650'127 1/2, 10 FEET SOUTH EAST OF A FENCE, AND 1 FOOT WEST OF A
 KF0650'NEW STEEL WITNESS POST WITH SIGN.  THE MARK PROJECTS 6 INCHES
 KF0650'AND THE DISK IS STAMPED MMA 1947.
 KF0650'
 KF0650'TO REACH THE AZIMUTH MARK FROM THE STATION AND ROCK HANGAR, GO
 KF0650'SOUTHEAST FOR 0.2 MILE TO STATE HIGHWAY 18.  TURN RIGHT AND GO
 KF0650'SOUTHWEST ON STATE HIGHWAY 18 FOR 0.2 MILE TO THE AZIMUTH MARK
 KF0650'ON THE LEFT AS DESCRIBED.
 KF0650'
 KF0650'SINGLE LEVEL READINGS WERE OBSERVED FROM REFERENCE MARKS NO. 1
 KF0650'AND NO. 2 TO THE NEW STATION MARK, MMA 2 WHICH SHOWED THAT THE
 KF0650'NEW STATION, MMA 2, WAS 0.50 FEET HIGHER THAN REFERENCE MARK
 KF0650'NO. 1 AND 0.34 FEET HIGHER THAN REFERENCE MARK NO. 2.
 KF0650'
 KF0650'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF0650
 KF0650                          STATION RECOVERY (1964)
 KF0650
 KF0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 KF0650'AT MANHATTAN MUNICIPAL AIRPORT.
 KF0650'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF MANHATTAN AND
 KF0650'4 MILES NORTHEAST OF THE SMALL TOWN OF OGDEN ON THE MANHATTAN
 KF0650'MUNICIPAL AIRPORT, 18.6 FEET NORTH OF THE WEST CORNER OF THE
 KF0650'ONLY LARGE ROCK HANGER ON THE AIRPORT, 27 FEET SOUTHWEST OF THE
 KF0650'WEST CORNER OF BRICK BUILDING FOR FAA FLIGHT SERVICE (THIS BRICK
 KF0650'BUILDING IS BUILT ALONG THE NORTHWEST SIDE OF ROAK HANGER.),
 KF0650'23 FEET NORTH-NORTHEAST OF THE WEST CORNER OF SIDEWALK, 10.7
 KF0650'FEET NORTHWEST OF THE NORTHWEST SIDE OF THE ROCK HANGER, AND 2.9
 KF0650'FEET NORTHWEST OF THE NORTHWEST EDGE OF SIDEWALK.  THE MARK
 KF0650'PROJECTS 1 INCH AND THE DISK IS STAMPED MMA 2 1964.
 KF0650
 KF0650                          STATION RECOVERY (1967)
 KF0650
 KF0650'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (BMR)
 KF0650'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KF0650'CONDITION.
 KF0650'
 KF0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--THE STATION IS
 KF0650'LOCATED 7 MILES SOUTHWEST OF MANHATTAN ON THE MANHATTAN MUNICIPAL
 KF0650'AIRPORT PROPERTY.
 KF0650
 KF0650                          STATION RECOVERY (1974)
 KF0650
 KF0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JBN)
 KF0650'STATION WAS RECOVERED AS DESCRIBED.
 KF0650'
 KF0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NE OF
 KF0650'OGDEN.
 KF0650
 KF0650                          STATION RECOVERY (1976)
 KF0650
 KF0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 KF0650'STATION RECOVERED IN GOOD CONDITION ALONG WITH REFERENCE MARK NO. 1,
 KF0650'REFERENCE MARK NO. 2, AND AZIMUTH MARK AS DESCRIBED.
 KF0650'
 KF0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.9 MILES NE OF
 KF0650'OGDEN.
 KF0650
 KF0650                          STATION RECOVERY (1980)
 KF0650
 KF0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 KF0650'THE STATION, THE 1947 AZIMUTH MARK, AND RM 1 WERE RECOVERED IN GOOD
 KF0650'CONDITION AS ORIGINALLY DESCRIBED.  RM 2 WAS FOUND.  IT HAS BEEN
 KF0650'SCRAPED AND ONLY MA AND 2 ARE DISCERNIBLE.
 KF0650'
 KF0650'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MANHATTAN
 KF0650'MUNICIPAL AIRPORT.
 KF0650
 KF0650                          STATION RECOVERY (1986)
 KF0650
 KF0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0650'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.9 KM (6.75
 KF0650'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KF0650'MANHATTAN, THENCE 0.2 KM (0.1 MI) WEST ALONG A PAVED ROAD LEADING WEST
 KF0650'TO THE MANHATTAN MUNICIPAL AIRPORT.
 KF0650
 KF0650                          STATION RECOVERY (1991)
 KF0650
 KF0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KF0650'THE STATION IS LOCATED IN THE TERMINAL AREA ADJACENT TO THE ONLY LARGE
 KF0650'ROCK HANGAR ON THE AIRPORT, 27 FT (8.2 M) SOUTHWEST OF THE WEST CORNER
 KF0650'OF THE BRICK BUILDING FOR THE FAA FLIGHT SERVICE STATION, 23 FT (7.0
 KF0650'M) NORTH-NORTHWEST OF THE WEST CORNER OF SIDEWALK, 18.6 FT (5.7 M)
 KF0650'NORTH OF THE WEST CORNER OF THE ROCK HANGAR, 10.7 FT (3.3 M) NORTHWEST
 KF0650'OF THE NORTHWEST SIDE OF THE ROCK HANGAR, AND 2.9 FT (0.9 M) NORTHWEST
 KF0650'OF THE NORTHWEST EDGE OF THE SIDEWALK.  THE STATION IS MARKED WITH A
 KF0650'STANDARD CGS TRIANGULATION STATION DISK, STAMPED MMA 2 1964, SET IN
 KF0650'THE TOP OF A CONCRETE POST THAT PROJECTS ABOUT 0.1 FT (3.0 CM) ABOVE
 KF0650'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0651 ***********************************************************************
 KF0651  DESIGNATION -  MMA RM 1
 KF0651  PID         -  KF0651
 KF0651  STATE/COUNTY-  KS/RILEY
 KF0651  USGS QUAD   -  KEATS (1992)
 KF0651
 KF0651                         *CURRENT SURVEY CONTROL
 KF0651  ___________________________________________________________________
 KF0651* NAD 83(1986)-  39 08 24.     (N)    096 39 52.     (W)     SCALED    
 KF0651* NAVD 88     -       317.786  (meters)    1042.60   (feet)  ADJUSTED  
 KF0651  ___________________________________________________________________
 KF0651  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 KF0651  DYNAMIC HT  -         317.573 (meters)    1041.90  (feet)  COMP
 KF0651  MODELED GRAV-     979,950.2   (mgal)                       NAVD 88
 KF0651
 KF0651  VERT ORDER  -  SECOND    CLASS 0
 KF0651
 KF0651.This mark is at Manhattan Municipal Airport (MHK)
 KF0651
 KF0651.The horizontal coordinates were scaled from a topographic map and have
 KF0651.an estimated accuracy of +/- 6 seconds.
 KF0651
 KF0651.The orthometric height was determined by differential leveling
 KF0651.and adjusted by the National Geodetic Survey in June 1991..
 KF0651
 KF0651.The geoid height was determined by GEOID03.
 KF0651
 KF0651.The dynamic height is computed by dividing the NAVD 88
 KF0651.geopotential number by the normal gravity value computed on the
 KF0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0651.degrees latitude (g = 980.6199 gals.).
 KF0651
 KF0651.The modeled gravity was interpolated from observed gravity values.
 KF0651
 KF0651;                    North         East    Units  Estimated Accuracy
 KF0651;SPC KS N     -    90,400.      515,460.      MT  (+/- 180 meters Scaled)
 KF0651
 KF0651                          SUPERSEDED SURVEY CONTROL
 KF0651
 KF0651  NGVD 29 (??/??/92)  317.659  (m)         1042.19   (f) ADJ UNCH    2 0
 KF0651
 KF0651.Superseded values are not recommended for survey control.
 KF0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0651.See file dsdata.txt to determine how the superseded data were derived.
 KF0651
 KF0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ018349(NAD 83)
 KF0651_MARKER: DR = REFERENCE MARK DISK
 KF0651_SETTING: 0 = UNSPECIFIED SETTING
 KF0651_STAMPING: MMA RM 1 1947
 KF0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0651
 KF0651  HISTORY     - Date     Condition        Report By
 KF0651  HISTORY     - 1947     MONUMENTED       CGS
 KF0651  HISTORY     - 1964     GOOD             NGS
 KF0651  HISTORY     - 1980     GOOD             USGS
 KF0651  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0651
 KF0651                          STATION DESCRIPTION
 KF0651
 KF0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 KF0651'AT MANHATTAN MUNICIPAL AIRPORT.
 KF0651'REFERENCE MARK NO. 1 IS 17.62 FEET EAST-NORTHEAST OF THE STATION,
 KF0651'2 FEET WEST OF THE NORTH CORNER OF ROCK HANGAR, AND 1 FOOT
 KF0651'NORTHWEST OF THE NORTHWEST SIDE OF THE HANGAR.  THE MARK IS 4
 KF0651'INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 KF0651'MMA NO 1 1947
 KF0651
 KF0651                          STATION RECOVERY (1980)
 KF0651
 KF0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KF0651'RECOVERED IN GOOD CONDITION.
 KF0651
 KF0651                          STATION RECOVERY (1986)
 KF0651
 KF0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0535 ***********************************************************************
 HE0535  DESIGNATION -  MO PAC 430
 HE0535  PID         -  HE0535
 HE0535  STATE/COUNTY-  KS/MONTGOMERY
 HE0535  USGS QUAD   -  COFFEYVILLE WEST (1979)
 HE0535
 HE0535                         *CURRENT SURVEY CONTROL
 HE0535  ___________________________________________________________________
 HE0535* NAD 83(1986)-  37 02 52.     (N)    095 43 43.     (W)     SCALED    
 HE0535* NAVD 88     -       232.054  (meters)     761.33   (feet)  ADJUSTED  
 HE0535  ___________________________________________________________________
 HE0535  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HE0535  DYNAMIC HT  -         231.868 (meters)     760.72  (feet)  COMP
 HE0535  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 HE0535
 HE0535  VERT ORDER  -  FIRST     CLASS II
 HE0535
 HE0535.The horizontal coordinates were scaled from a topographic map and have
 HE0535.an estimated accuracy of +/- 6 seconds.
 HE0535
 HE0535.The orthometric height was determined by differential leveling
 HE0535.and adjusted by the National Geodetic Survey in June 1991..
 HE0535
 HE0535.The geoid height was determined by GEOID03.
 HE0535
 HE0535.The dynamic height is computed by dividing the NAVD 88
 HE0535.geopotential number by the normal gravity value computed on the
 HE0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0535.degrees latitude (g = 980.6199 gals.).
 HE0535
 HE0535.The modeled gravity was interpolated from observed gravity values.
 HE0535
 HE0535;                    North         East    Units  Estimated Accuracy
 HE0535;SPC KS S     -   445,960.      646,510.      MT  (+/- 180 meters Scaled)
 HE0535
 HE0535                          SUPERSEDED SURVEY CONTROL
 HE0535
 HE0535  NGVD 29 (??/??/92)  231.912  (m)          760.86   (f) ADJ UNCH    1 2
 HE0535
 HE0535.Superseded values are not recommended for survey control.
 HE0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0535.See file dsdata.txt to determine how the superseded data were derived.
 HE0535
 HE0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB573036(NAD 83)
 HE0535_MARKER: Z = SEE DESCRIPTION
 HE0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0535+STABILITY: SURFACE MOTION
 HE0535
 HE0535  HISTORY     - Date     Condition        Report By
 HE0535  HISTORY     - UNK      MONUMENTED       MPRR
 HE0535  HISTORY     - 1933     GOOD             NGS
 HE0535
 HE0535                          STATION DESCRIPTION
 HE0535
 HE0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0535'1.1 MI W FROM DEARING.
 HE0535'1.1 MILES WEST 8 FT. NORTH OF CENTER OF MO. PAC. R.R. AT MILE
 HE0535'POST 430.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0529 ***********************************************************************
 HE0529  DESIGNATION -  MO PAC 435
 HE0529  PID         -  HE0529
 HE0529  STATE/COUNTY-  KS/MONTGOMERY
 HE0529  USGS QUAD   -  TYRO (1959)
 HE0529
 HE0529                         *CURRENT SURVEY CONTROL
 HE0529  ___________________________________________________________________
 HE0529* NAD 83(1986)-  37 02 15.     (N)    095 48 59.     (W)     SCALED    
 HE0529* NAVD 88     -       272.387  (meters)     893.66   (feet)  ADJUSTED  
 HE0529  ___________________________________________________________________
 HE0529  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 HE0529  DYNAMIC HT  -         272.169 (meters)     892.94  (feet)  COMP
 HE0529  MODELED GRAV-     979,822.3   (mgal)                       NAVD 88
 HE0529
 HE0529  VERT ORDER  -  FIRST     CLASS II
 HE0529
 HE0529.The horizontal coordinates were scaled from a topographic map and have
 HE0529.an estimated accuracy of +/- 6 seconds.
 HE0529
 HE0529.The orthometric height was determined by differential leveling
 HE0529.and adjusted by the National Geodetic Survey in June 1991..
 HE0529
 HE0529.The geoid height was determined by GEOID03.
 HE0529
 HE0529.The dynamic height is computed by dividing the NAVD 88
 HE0529.geopotential number by the normal gravity value computed on the
 HE0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0529.degrees latitude (g = 980.6199 gals.).
 HE0529
 HE0529.The modeled gravity was interpolated from observed gravity values.
 HE0529
 HE0529;                    North         East    Units  Estimated Accuracy
 HE0529;SPC KS S     -   444,590.      638,740.      MT  (+/- 180 meters Scaled)
 HE0529
 HE0529                          SUPERSEDED SURVEY CONTROL
 HE0529
 HE0529  NGVD 29 (??/??/92)  272.246  (m)          893.19   (f) ADJ UNCH    1 2
 HE0529
 HE0529.Superseded values are not recommended for survey control.
 HE0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0529.See file dsdata.txt to determine how the superseded data were derived.
 HE0529
 HE0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB495027(NAD 83)
 HE0529_MARKER: Z = SEE DESCRIPTION
 HE0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0529+STABILITY: SURFACE MOTION
 HE0529
 HE0529  HISTORY     - Date     Condition        Report By
 HE0529  HISTORY     - UNK      MONUMENTED       MPRR
 HE0529  HISTORY     - 1933     GOOD             NGS
 HE0529
 HE0529                          STATION DESCRIPTION
 HE0529
 HE0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0529'NEAR TYRO.
 HE0529'800 FT. EAST OF MO. PAC. DEPOT AT TYRO 8 FT. NORTH OF CENTER
 HE0529'OF MO. PAC. R.R. AT MILE POST 435
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0518 ***********************************************************************
 HE0518  DESIGNATION -  MO PAC 440
 HE0518  PID         -  HE0518
 HE0518  STATE/COUNTY-  KS/MONTGOMERY
 HE0518  USGS QUAD   -  CANEY (1984)
 HE0518
 HE0518                         *CURRENT SURVEY CONTROL
 HE0518  ___________________________________________________________________
 HE0518* NAD 83(1986)-  37 01 28.     (N)    095 54 18.     (W)     SCALED    
 HE0518* NAVD 88     -       240.713  (meters)     789.74   (feet)  ADJUSTED  
 HE0518  ___________________________________________________________________
 HE0518  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HE0518  DYNAMIC HT  -         240.520 (meters)     789.11  (feet)  COMP
 HE0518  MODELED GRAV-     979,824.0   (mgal)                       NAVD 88
 HE0518
 HE0518  VERT ORDER  -  FIRST     CLASS II
 HE0518
 HE0518.The horizontal coordinates were scaled from a topographic map and have
 HE0518.an estimated accuracy of +/- 6 seconds.
 HE0518
 HE0518.The orthometric height was determined by differential leveling
 HE0518.and adjusted by the National Geodetic Survey in June 1991..
 HE0518
 HE0518.The geoid height was determined by GEOID03.
 HE0518
 HE0518.The dynamic height is computed by dividing the NAVD 88
 HE0518.geopotential number by the normal gravity value computed on the
 HE0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0518.degrees latitude (g = 980.6199 gals.).
 HE0518
 HE0518.The modeled gravity was interpolated from observed gravity values.
 HE0518
 HE0518;                    North         East    Units  Estimated Accuracy
 HE0518;SPC KS S     -   442,920.      630,900.      MT  (+/- 180 meters Scaled)
 HE0518
 HE0518                          SUPERSEDED SURVEY CONTROL
 HE0518
 HE0518  NGVD 29 (??/??/92)  240.574  (m)          789.28   (f) ADJ UNCH    1 2
 HE0518
 HE0518.Superseded values are not recommended for survey control.
 HE0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0518.See file dsdata.txt to determine how the superseded data were derived.
 HE0518
 HE0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB415015(NAD 83)
 HE0518_MARKER: Z = SEE DESCRIPTION
 HE0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0518+STABILITY: SURFACE MOTION
 HE0518
 HE0518  HISTORY     - Date     Condition        Report By
 HE0518  HISTORY     - UNK      MONUMENTED       MPRR
 HE0518  HISTORY     - 1933     GOOD             NGS
 HE0518
 HE0518                          STATION DESCRIPTION
 HE0518
 HE0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0518'2 MI E FROM CANEY.
 HE0518'2 MILES EAST 200 FT. NORTH OF STORAGE TANK NO. 158 OF PRAIRIE
 HE0518'OIL AND GAS. CO., 9 FT. NORTH OF CENTER OF MO. PAC. R.R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0506 ***********************************************************************
 KG0506  DESIGNATION -  MODELL
 KG0506  PID         -  KG0506
 KG0506  STATE/COUNTY-  KS/NORTON
 KG0506  USGS QUAD   -  EDMOND NW (1978)
 KG0506
 KG0506                         *CURRENT SURVEY CONTROL
 KG0506  ___________________________________________________________________
 KG0506* NAD 83(1997)-  39 38 16.41116(N)    099 53 23.08894(W)     ADJUSTED  
 KG0506* NAVD 88     -       688.840  (meters)    2259.97   (feet)  ADJUSTED  
 KG0506  ___________________________________________________________________
 KG0506  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 KG0506  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 KG0506  DYNAMIC HT  -         688.371 (meters)    2258.43  (feet)  COMP
 KG0506  MODELED GRAV-     979,924.0   (mgal)                       NAVD 88
 KG0506
 KG0506  HORZ ORDER  -  THIRD
 KG0506  VERT ORDER  -  FIRST     CLASS II
 KG0506
 KG0506.The horizontal coordinates were established by classical geodetic methods
 KG0506.and adjusted by the National Geodetic Survey in October 1998..
 KG0506
 KG0506.The orthometric height was determined by differential leveling
 KG0506.and adjusted by the National Geodetic Survey in June 1991..
 KG0506
 KG0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0506
 KG0506.The geoid height was determined by GEOID03.
 KG0506
 KG0506.The dynamic height is computed by dividing the NAVD 88
 KG0506.geopotential number by the normal gravity value computed on the
 KG0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0506.degrees latitude (g = 980.6199 gals.).
 KG0506
 KG0506.The modeled gravity was interpolated from observed gravity values.
 KG0506
 KG0506;                    North         East     Units Scale Factor Converg.
 KG0506;SPC KS N     -   146,516.818   237,793.137   MT  0.99997964   -1 11 44.4
 KG0506;UTM  14      - 4,387,946.220   423,651.242   MT  0.99967176   -0 34 03.5
 KG0506
 KG0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0506!SPC KS N     -   0.99989587  x   0.99997964  =   0.99987551
 KG0506!UTM  14      -   0.99989587  x   0.99967176  =   0.99956766
 KG0506
 KG0506|---------------------------------------------------------------------|
 KG0506| PID    Reference Object                     Distance      Geod. Az  |
 KG0506|                                                           dddmmss.s |
 KG0506| CO1846 MODELL RM 1                          19.065 METERS 17736     |
 KG0506| CO1847 MODELL RM 2                          45.967 METERS 28343     |
 KG0506| KG0820 MODELL AZ MK                        APPROX. 1.2 KM 3574446.7 |
 KG0506|---------------------------------------------------------------------|
 KG0506
 KG0506                          SUPERSEDED SURVEY CONTROL
 KG0506
 KG0506  NAD 83(1997)-  39 38 16.41493(N)    099 53 23.08972(W) AD(       ) 3
 KG0506  NAD 83(1986)-  39 38 16.41642(N)    099 53 23.09144(W) AD(       ) 3
 KG0506  NAD 27      -  39 38 16.39600(N)    099 53 21.65400(W) AD(       ) 3
 KG0506  NGVD 29 (02/14/92)  688.568  (m)         2259.08   (f) ADJUSTED    1 2
 KG0506
 KG0506.Superseded values are not recommended for survey control.
 KG0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0506.See file dsdata.txt to determine how the superseded data were derived.
 KG0506
 KG0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2365187946(NAD 83)
 KG0506_MARKER: DS = TRIANGULATION STATION DISK
 KG0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0506_SP_SET: CONCRETE POST
 KG0506_STAMPING: MODELL 1950
 KG0506_MARK LOGO: CGS   
 KG0506_PROJECTION: PROJECTING 15 CENTIMETERS
 KG0506_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0506+STABILITY: SURFACE MOTION
 KG0506
 KG0506  HISTORY     - Date     Condition        Report By
 KG0506  HISTORY     - 1950     MONUMENTED       CGS
 KG0506  HISTORY     - 1979     GOOD             NGS
 KG0506  HISTORY     - 1986     GOOD             NGS
 KG0506
 KG0506                          STATION DESCRIPTION
 KG0506
 KG0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0506'THE STATION IS LOCATED ABOUT 13.0 MILES SOUTH OF NORTON AND
 KG0506'ABOUT 4.0 MILES WEST-NORTHWEST OF EDMOND ON THE ROAD RIGHT-OF-WAY,
 KG0506'72 FEET EAST OF THE CENTER OF U.S. HIGHWAY 283, 34 FEET SOUTH OF
 KG0506'TELEPHONE POLE E 46, 6 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 KG0506'4 FEET SOUTHWEST OF A WITNESS POST.  IT IS STAMPED MODELL 1950
 KG0506'AND PROJECTS 6 INCHES.
 KG0506'
 KG0506'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 77 FEET EAST OF
 KG0506'THE CENTER OF U.S. HIGHWAY 283, 1 FOOT NORTH OF A TELEPHONE POLE
 KG0506'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED MODELL
 KG0506'NO 1 1950 AND PROJECTS 8 INCHES.
 KG0506'
 KG0506'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 77 FEET WEST
 KG0506'OF THE CENTER OF U.S. HIGHWAY 283 AND 1 FOOT SOUTH OF A TELEPHONE
 KG0506'POLE.  IT IS STAMPED MODELL NO 2 1950 AND PROJECTS 8 INCHES.
 KG0506'
 KG0506'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 178.58 FEET.
 KG0506'
 KG0506'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 75 FEET WEST OF THE
 KG0506'CENTER OF U.S. HIGHWAY 283, 3 FEET SOUTH OF A POWER LINE POLE,
 KG0506'1 FOOT SOUTH OF A WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH
 KG0506'FENCE LINE.  IT IS STAMPED MODELL 1950 AND PROJECTS 5 INCHES.
 KG0506'
 KG0506'TO REACH THE STATION FROM THE POST OFFICE IN EDMOND, GO WEST ON STATE
 KG0506'HIGHWAY 9 FOR 1.7 MILES TO JUNCTION WITH U.S. HIGHWAY 283,
 KG0506'CONTINUE WEST ON STATE HIGHWAY 9 AND U.S. HIGHWAY 283 FOR 2.0
 KG0506'MILES TO A CROSSROAD AND POINT WHERE U.S. HIGHWAY 283 TURNS NORTH.
 KG0506'TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 283 FOR 0.9 MILE TO
 KG0506'SUMMIT OF LOW RIDGE AND STATION ON RIGHT AS DESCRIBED.  (CONTINUE
 KG0506'NORTH FOR 0.75 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED).
 KG0506
 KG0506                          STATION RECOVERY (1979)
 KG0506
 KG0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KG0506'SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KG0506'RECOVERED.  THE STATION MARK HAD THE CORNERS OF THE POST BROKEN OFF
 KG0506'BUT THE DISK WAS SOLID AND THE OLD FORM BOARDS WERE STILL IN PLACE
 KG0506'BELOW THE GROUND SURFACE.  THE DISTANCES TO THE REFERENCE MARKS WERE
 KG0506'0.003 METER AND 0.001 METER SHORTER RESPECTIVELY WHILE THE DIRECTIONS
 KG0506'TO THE MARKS WERE 1 MINUTE, 8 SECONDS SMALLER AND 53 SECONDS SMALLER
 KG0506'RESPECTIVELY AS COMPARED TO 1950 DATA.  THEREFORE THE UNDERGROUND
 KG0506'MARK WAS NOT INSPECTED, BUT THE SURFACE MARK WAS
 KG0506'RE-INFORCED.  FOLLOWING IS A NEW DESCRIPTION.
 KG0506'
 KG0506'STATION IS ABOUT 13 MILES SOUTH OF NORTON, 17 MILES NORTH OF HILL
 KG0506'CITY AND 4 MILES WEST-NORTHWEST OF EDMOND ON THE EAST RIGHT-OF-WAY
 KG0506'OF U.S. HIGHWAY 283.
 KG0506'
 KG0506'TO REACH THE STATION FROM THE POST OFFICE IN EDMOND, GO WEST ON
 KG0506'STATE HIGHWAY 9 FOR 1.7 MILES TO THE JUNCTION OF U.S. HIGHWAY
 KG0506'283.  CONTINUE WEST ON THE HIGHWAYS FOR 2.0 MILES TO WHERE THE
 KG0506'ROUTES DIVIDE.  BEAR RIGHT AND GO NORTH ON HIGHWAY 283 FOR 1.0 MILE
 KG0506'TO THE STATION ON THE RIGHT.
 KG0506'
 KG0506'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE HIGHWAY
 KG0506'FOR 0.75 MILE TO THE MARK ON THE LEFT ON THE SOUTH SLOPE OF A HILL.
 KG0506'
 KG0506'STATION MARK IS A STANDARD DISK, STAMPED---MODELL 1950--- SET IN
 KG0506'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS
 KG0506'71.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 6.0 FEET WEST OF THE
 KG0506'RIGHT-OF-WAY FENCE, 2 FEET NORTH OF A WITNESS POST AND 7 FEET SOUTH
 KG0506'OF ANOTHER WITNESS POST.
 KG0506'
 KG0506'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MODELL NO 1 1950---
 KG0506'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT
 KG0506'IS 77.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT WEST OF A
 KG0506'FENCE AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 KG0506'
 KG0506'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---MODELL NO 2 1950---
 KG0506'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 77.5
 KG0506'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET NORTH OF A
 KG0506'WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 KG0506'
 KG0506'AZIMUTH MARK IS A STANDARD DISK, STAMPED---MODELL 1950--- SET IN
 KG0506'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS
 KG0506'76.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 61.5 FEET NORTH OF A
 KG0506'POWERLINE POLE, 2.8 FEET SOUTH-SOUTHWEST OF A WITNESS POST AND 1.0
 KG0506'FOOT WEST OF A FENCE.
 KG0506
 KG0506                          STATION RECOVERY (1986)
 KG0506
 KG0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0506'21.9 KM (13.6 MI) SOUTH FROM NORTON.
 KG0506'21.9 KM (13.7 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0506'HIGHWAY 36 AT NORTON, ON TOP OF THE HIGHEST POINT OF A LONG LOW CUT,
 KG0506'0.6 KM (0.4 MI) SOUTH OF THE CROSSING OF SAND CREEK, 0.55 KM (0.35 MI)
 KG0506'NORTH OF MILEPOST 192, 21.3 METERS (70 FT) EAST OF THE HIGHWAY
 KG0506'CENTERLINE, 62.5 METERS (205.5 FT) SOUTH OF BENCH MARK P 11 RESET
 KG0506'1938, 44.5 METERS (146 FT) NORTH OF THE NORTH END OF A WIRE GATE,
 KG0506'19.0 METERS (62.5 FT) NORTH OF RM 1 AND 1.3 METERS (4.5 FT) WEST OF
 KG0506'THE RIGHT OF WAY FENCE.
 KG0506'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST
 KG0506'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0491 ***********************************************************************
 JH0491  DESIGNATION -  MODOC
 JH0491  PID         -  JH0491
 JH0491  STATE/COUNTY-  KS/SCOTT
 JH0491  USGS QUAD   -  PENCE SE (1978)
 JH0491
 JH0491                         *CURRENT SURVEY CONTROL
 JH0491  ___________________________________________________________________
 JH0491* NAD 83(1997)-  38 32 23.99811(N)    101 05 29.35793(W)     ADJUSTED  
 JH0491* NAVD 88     -       957.     (meters)    3140.     (feet)  SCALED    
 JH0491  ___________________________________________________________________
 JH0491  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 JH0491  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 JH0491
 JH0491  HORZ ORDER  -  FIRST
 JH0491
 JH0491.The horizontal coordinates were established by classical geodetic methods
 JH0491.and adjusted by the National Geodetic Survey in October 1998..
 JH0491
 JH0491.The orthometric height was scaled from a topographic map.
 JH0491
 JH0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0491
 JH0491.The geoid height was determined by GEOID03.
 JH0491
 JH0491;                    North         East     Units Scale Factor Converg.
 JH0491;SPC KS S     -   611,058.086   174,092.638   MT  0.99999483   -1 35 33.2
 JH0491;SPC KS N     -    27,542.712   130,513.532   MT  1.00003321   -1 57 21.7
 JH0491;UTM  14      - 4,267,805.251   317,718.423   MT  1.00000919   -1 18 12.5
 JH0491
 JH0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0491!SPC KS S     -   0.99985366  x   0.99999483  =   0.99984849
 JH0491!SPC KS N     -   0.99985366  x   1.00003321  =   0.99988687
 JH0491!UTM  14      -   0.99985366  x   1.00000919  =   0.99986285
 JH0491
 JH0491:                Primary Azimuth Mark                     Grid Az
 JH0491:SPC KS S     -  MODOC AZ MK                              091 16 40.2
 JH0491:SPC KS N     -  MODOC AZ MK                              091 38 28.7
 JH0491:UTM  14      -  MODOC AZ MK                              090 59 19.5
 JH0491
 JH0491|---------------------------------------------------------------------|
 JH0491| PID    Reference Object                     Distance      Geod. Az  |
 JH0491|                                                           dddmmss.s |
 JH0491| CM9124 MODOC AZ MK                                        0894107.0 |
 JH0491| JH0736 SCOTT CITY MUNICIPAL TANK           APPROX.17.4 KM 1113819.1 |
 JH0491| CM9125 MODOC RM 1                           22.281 METERS 17338     |
 JH0491| CM9126 MODOC RM 2                           25.984 METERS 26955     |
 JH0491|---------------------------------------------------------------------|
 JH0491
 JH0491                          SUPERSEDED SURVEY CONTROL
 JH0491
 JH0491  NAD 83(1986)-  38 32 24.00068(N)    101 05 29.35779(W) AD(       ) 1
 JH0491  NAD 27      -  38 32 23.92912(N)    101 05 27.79928(W) AD(       ) 1
 JH0491
 JH0491.Superseded values are not recommended for survey control.
 JH0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0491.See file dsdata.txt to determine how the superseded data were derived.
 JH0491
 JH0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH1771867805(NAD 83)
 JH0491_MARKER: DS = TRIANGULATION STATION DISK
 JH0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0491
 JH0491  HISTORY     - Date     Condition        Report By
 JH0491  HISTORY     - 1933     MONUMENTED       CGS
 JH0491  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JH0491  HISTORY     - 1964     MARK NOT FOUND   USAF
 JH0491  HISTORY     - 1968     MARK NOT FOUND   CGS
 JH0491
 JH0491                          STATION DESCRIPTION
 JH0491
 JH0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0491'THE STATION IS LOCATED ABOUT 11 MILES WEST-NORTHWEST OF SCOTT
 JH0491'CITY AND 4.0 MILES NORTH OF MODOC AT NORTHEAST CORNER SEC. 32,
 JH0491'T. 17 S., R. 34 W., IN THE RIGHT-OF-WAY FENCE ON THE SOUTH SIDE
 JH0491'OF AN EAST-AND-WEST UNGRADED ROAD.
 JH0491'
 JH0491'THE STATION MARK PROJECTS 6 INCHES AND IS 8 FEET WEST OF A
 JH0491'FENCE CORNER WHICH IS IN THE SOUTHWEST CORNER OF A CROSSROADS.
 JH0491'
 JH0491'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND IS IN THE RIGHT-OF-WAY
 JH0491'FENCE ON THE WEST SIDE OF A NORTH-AND-SOUTH ROAD.  IT IS 73.10
 JH0491'FEET SOUTH OF THE STATION.
 JH0491'
 JH0491'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND IS IN THE SAME
 JH0491'RIGHT-OF-WAY FENCE IN WHICH THE STATION IS LOCATED.  IT IS 83.25
 JH0491'FEET WEST OF THE STATION.
 JH0491'
 JH0491'THE AZIMUTH MARK PROJECTS 4 INCHES AND IS ON THE SOUTH SIDE OF
 JH0491'THE EAST-AND-WEST ROAD WHICH GOES PAST THE STATION.  IT IS 0.2
 JH0491'MILE EAST OF THE STATION.
 JH0491'
 JH0491'A 50-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
 JH0491'
 JH0491'TO REACH THE STATION FROM SCOTT CITY GO WEST ON STATE HIGHWAY
 JH0491'K-96 FOR 9.2 MILES.  THENCE NORTH 0.4 MILE TO MODOC.  CONTINUE
 JH0491'NORTH 0.6 MILE TO A CROSSROADS.  THEN GO WEST 0.5 MILE AND
 JH0491'THEN 3.0 MILES NORTH TO END OF GRADED ROAD, CROSSROADS AND
 JH0491'STATION.
 JH0491'
 JH0491'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 JH0491'DESCRIBED.
 JH0491
 JH0491                          STATION RECOVERY (1962)
 JH0491
 JH0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 JH0491'THE STATION (SURFACE MARK) AND BOTH REFERENCE MARKS HAVE BEEN
 JH0491'DESTROYED.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE
 JH0491'UNDERGROUND MARK COULD NOT BE RECOVERED BY THIS PARTY BUT IT
 JH0491'IS PROBABLY IN ITS ORIGINAL POSITION.
 JH0491
 JH0491                          STATION RECOVERY (1964)
 JH0491
 JH0491'RECOVERY NOTE BY US AIR FORCE 1964
 JH0491'STATION IS DESTROYED.  STATION MARK AND REFERENCE MARKS FOUND LYING
 JH0491'BESIDE ROAD IN A PILE.
 JH0491
 JH0491                          STATION RECOVERY (1968)
 JH0491
 JH0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JSA)
 JH0491'REPORTED DESTROYED IN NOTES BY USC AND GS.
 JH0491'
 JH0491'THEY FOUND THE MARKS IN THE DITCH.  I LOOKED BUT NOTHING WAS
 JH0491'FOUND.
 JH0491'
 JH0491'DIRECTION AND DISTANCE MODOC, 4 MI N. OF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1142 ***********************************************************************
 KE1142  DESIGNATION -  MOKAN
 KE1142  PID         -  KE1142
 KE1142  STATE/COUNTY-  KS/WYANDOTTE
 KE1142  USGS QUAD   -  KANSAS CITY (1991)
 KE1142
 KE1142                         *CURRENT SURVEY CONTROL
 KE1142  ___________________________________________________________________
 KE1142* NAD 83(1997)-  39 04 27.46163(N)    094 36 48.82279(W)     ADJUSTED  
 KE1142* NAVD 88     -       253.7    (meters)     832.     (feet)  VERTCON   
 KE1142  ___________________________________________________________________
 KE1142  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 KE1142  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE1142
 KE1142  HORZ ORDER  -  SECOND
 KE1142
 KE1142.The horizontal coordinates were established by classical geodetic methods
 KE1142.and adjusted by the National Geodetic Survey in October 1998..
 KE1142
 KE1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1142
 KE1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1142
 KE1142.The geoid height was determined by GEOID03.
 KE1142
 KE1142;                    North         East     Units Scale Factor Converg.
 KE1142;SPC KS N     -    87,733.365   692,968.364   MT  0.99996157   +2 08 33.5
 KE1142;UTM  15      - 4,326,260.252   360,421.251   MT  0.99983989   -1 01 02.1
 KE1142
 KE1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1142!SPC KS N     -   0.99996529  x   0.99996157  =   0.99992686
 KE1142!UTM  15      -   0.99996529  x   0.99983989  =   0.99980519
 KE1142
 KE1142|---------------------------------------------------------------------|
 KE1142| PID    Reference Object                     Distance      Geod. Az  |
 KE1142|                                                           dddmmss.s |
 KE1142| CL7922 MOKAN RM 1                            9.949 METERS 05557     |
 KE1142| KE1488 KANSAS CITY TV STA WDAF MAST        APPROX. 1.5 KM 0972003.7 |
 KE1142| KE1486 KANSAS CITY TV STA KCMO MAST        APPROX. 2.7 KM 0983246.1 |
 KE1142| KE1140 KANSAS CITY MISSION RD MUN TK       APPROX. 2.6 KM 1941051.0 |
 KE1142| KE0329 MOKAN RM 3 AZIMUTH                                 2365020.7 |
 KE1142| CL7923 MOKAN RM 2                            6.805 METERS 27915     |
 KE1142|---------------------------------------------------------------------|
 KE1142
 KE1142                          SUPERSEDED SURVEY CONTROL
 KE1142
 KE1142  NAD 83(1986)-  39 04 27.46822(N)    094 36 48.81854(W) AD(       ) 2
 KE1142  NAD 27      -  39 04 27.45085(N)    094 36 47.97281(W) AD(       ) 2
 KE1142  NGVD 29 (07/19/86)  253.6    (m)          832.     (f) VERT ANG       
 KE1142
 KE1142.Superseded values are not recommended for survey control.
 KE1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1142.See file dsdata.txt to determine how the superseded data were derived.
 KE1142
 KE1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6042126260(NAD 83)
 KE1142_MARKER: DS = TRIANGULATION STATION DISK
 KE1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1142
 KE1142  HISTORY     - Date     Condition        Report By
 KE1142  HISTORY     - 1974     MONUMENTED       NGS
 KE1142  HISTORY     - 1982     GOOD             KSDT
 KE1142
 KE1142                          STATION DESCRIPTION
 KE1142
 KE1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 KE1142'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF KANSAS CITY,
 KE1142'KANSAS.  IT IS ABOUT 2 MILES NORTH OF THE JOHNSON-WYANDOTTE COUNTY
 KE1142'LINE, 1/4 MILE WEST OF WHERE INTERSTATE HIGHWAY 35 CROSSES OVER THE
 KE1142'KANSAS-MISSOURI STATE LINE AND ON THE SOUTH RIGHT-OF-WAY OF THE
 KE1142'INTERSTATE.
 KE1142'
 KE1142'TO REACH THE STATION FROM THE INTERCHANGE OF U.S. HIGHWAY 169 AND
 KE1142'INTERSTATE HIGHWAY 35 AT THE SOUTHEAST EDGE OF KANSAS CITY, KANSAS,
 KE1142'GO NORTHEASTERLY ON THE INTERSTATE FOR 0.4 MILE TO THE END OF THE
 KE1142'ACCELERATION RAMP AND THE STATION ON THE RIGHT.  TO REACH
 KE1142'REFERENCE MARK 3 FROM THE STATION, GO NORTHEAST ON THE INTERSTATE
 KE1142'FOR 0.15 MILE TO AN EXIT RAMP, BEAR RIGHT ON THE EXIT RAMP FOR 0.15
 KE1142'MILE TO A SIDE ROAD LEFT.  TURN LEFT FOR 0.1 MILE TO THE ENTRANCE
 KE1142'RAMP TO INTERSTATE HIGHWAY 35 SOUTH.  TURN LEFT AND GO SOUTHWEST ON
 KE1142'THE INTERSTATE FOR 0.75 MILE TO AN OVERPASS, CONTINUE FOR 0.05
 KE1142'MILE TO THE OVERPASS OVER U.S. HIGHWAY 169 AND THE MARK ON THE
 KE1142'RIGHT IN THE NORTHWEST END OF THE OVERPASS.
 KE1142'
 KE1142'THE STATION MARKS ARE STANDARD DISKS STAMPED MOKAN 1974.  THE
 KE1142'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KE1142'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 55.0 FEET
 KE1142'NORTH OF THE NORTHEAST GATE POST OF A FENCE, 3.5 FEET
 KE1142'WEST-SOUTHWEST OF A WITNESS POST AND 2.7 FEET SOUTH OF A GUARD
 KE1142'RAIL.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 KE1142'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 KE1142'
 KE1142'REFERENCE MARK 1 IS A STANDARD DISK STAMPEE MOKAN NO 1 1974.  IT IS
 KE1142'CEMENTED IN A DRILL HOLE IN THE SOUTH LANE OF NORTHBOUND INTERSTATE
 KE1142'HIGHWAY 35.  IT IS 30.8 FEET WEST OF A LIGHT POLE, 7.7 FEET NORTH
 KE1142'OF A GUARD RAIL AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 KE1142'
 KE1142'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MOKAN NO 2 1974.  IT
 KE1142'IS CEMENTED IN A DRILL HOLE IN THE SOUTH LANE OF NORTHBOUND
 KE1142'INTERSTATE HIGHWAY 35.  IT IS 86.0 FEET EAST OF A LIGHT POLE, 7.5
 KE1142'FEET NORTH OF A GUARD RAIL AND IS ABOUT 1 FOOT HIGHER THAN THE
 KE1142'STATION.
 KE1142'
 KE1142'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MOKAN NO 3 1974 AZ.
 KE1142'IT IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST END OF A CONCRETE
 KE1142'BRIDGE ABUTMENT.  IT IS 10.3 FEET EAST OF A WITNESS POST AND 1.5
 KE1142'FEET WEST OF A GUARD RAIL.  THIS MARK MAY SERVE AS THE AZIMUTH MARK.
 KE1142'
 KE1142'NEAREST TOWN--KANSAS CITY.
 KE1142'
 KE1142'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 KE1142
 KE1142                          STATION RECOVERY (1982)
 KE1142
 KE1142'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982 (JHB)
 KE1142'MOKAN 1974 RECOVERED GOOD.
 KE1142'
 KE1142'NOTE--FORREST NOT VISIBLE FROM MOKAN WITH STANDARD TRIPOD DUE TO
 KE1142'TREES ON LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0329 ***********************************************************************
 KE0329  DESIGNATION -  MOKAN RM 3 AZIMUTH
 KE0329  PID         -  KE0329
 KE0329  STATE/COUNTY-  KS/WYANDOTTE
 KE0329  USGS QUAD   -  KANSAS CITY (1991)
 KE0329
 KE0329                         *CURRENT SURVEY CONTROL
 KE0329  ___________________________________________________________________
 KE0329* NAD 83(1986)-  39 04 15.     (N)    094 37 08.     (W)     SCALED    
 KE0329* NAVD 88     -       249.940  (meters)     820.01   (feet)  ADJUSTED  
 KE0329  ___________________________________________________________________
 KE0329  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE0329  DYNAMIC HT  -         249.778 (meters)     819.48  (feet)  COMP
 KE0329  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 KE0329
 KE0329  VERT ORDER  -  FIRST     CLASS II
 KE0329
 KE0329.The horizontal coordinates were scaled from a topographic map and have
 KE0329.an estimated accuracy of +/- 6 seconds.
 KE0329
 KE0329.The orthometric height was determined by differential leveling
 KE0329.and adjusted by the National Geodetic Survey in June 1991..
 KE0329
 KE0329.The geoid height was determined by GEOID03.
 KE0329
 KE0329.The dynamic height is computed by dividing the NAVD 88
 KE0329.geopotential number by the normal gravity value computed on the
 KE0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0329.degrees latitude (g = 980.6199 gals.).
 KE0329
 KE0329.The modeled gravity was interpolated from observed gravity values.
 KE0329
 KE0329;                    North         East    Units  Estimated Accuracy
 KE0329;SPC KS N     -    87,330.      692,520.      MT  (+/- 180 meters Scaled)
 KE0329
 KE0329                          SUPERSEDED SURVEY CONTROL
 KE0329
 KE0329  NGVD 29 (??/??/92)  249.844  (m)          819.70   (f) ADJ UNCH    1 2
 KE0329
 KE0329.Superseded values are not recommended for survey control.
 KE0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0329.See file dsdata.txt to determine how the superseded data were derived.
 KE0329
 KE0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD599258(NAD 83)
 KE0329_MARKER: DR = REFERENCE MARK DISK
 KE0329_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KE0329_SP_SET: WINGWALL
 KE0329_STAMPING: MOKAN NO 3 AZ 1974
 KE0329_MARK LOGO: NGS   
 KE0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0329+STABILITY: SURFACE MOTION
 KE0329
 KE0329  HISTORY     - Date     Condition        Report By
 KE0329  HISTORY     - 1974     MONUMENTED       NGS
 KE0329  HISTORY     - 1986     GOOD             NGS
 KE0329
 KE0329                          STATION DESCRIPTION
 KE0329
 KE0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KE0329'AT KANSAS CITY.
 KE0329'AT KANSAS CITY, AT THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 KE0329'U.S. HIGHWAY 169 NORTH (EXIT NO. 234, 7TH STREET TRFWY), 32 FEET
 KE0329'WEST OF THE CENTERLINE OF THE NORTH BOUND LANE OF INTERSTATE
 KE0329'HIGHWAY 35, 10.3 FEET SOUTHEAST OF A METAL WITNESS SIGN AND 1.5
 KE0329'FEET WEST OF THE NORTH END OF THE BRIDGE BANISTER.  SET IN
 KE0329'THE TOP OF THE NORTHWEST WINGWALL OF THE EAST ONE OF TWO BRIDGES
 KE0329'OVER U.S. HIGHWAY 169 NORTH (7TH STREET TRFWY) AND IS ABOUT LEVEL
 KE0329'WITH INTERSTATE HIGHWAY 35.
 KE0329
 KE0329                          STATION RECOVERY (1986)
 KE0329
 KE0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1672 ***********************************************************************
 JE1672  DESIGNATION -  MONA
 JE1672  PID         -  JE1672
 JE1672  STATE/COUNTY-  KS/FRANKLIN
 JE1672  USGS QUAD   -  OTTAWA NW (1983)
 JE1672
 JE1672                         *CURRENT SURVEY CONTROL
 JE1672  ___________________________________________________________________
 JE1672* NAD 83(1997)-  38 39 40.93303(N)    095 28 17.56493(W)     ADJUSTED  
 JE1672* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 JE1672  ___________________________________________________________________
 JE1672  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 JE1672  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JE1672
 JE1672  HORZ ORDER  -  SECOND
 JE1672
 JE1672.The horizontal coordinates were established by classical geodetic methods
 JE1672.and adjusted by the National Geodetic Survey in October 1998..
 JE1672
 JE1672.The orthometric height was scaled from a topographic map.
 JE1672
 JE1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1672
 JE1672.The geoid height was determined by GEOID03.
 JE1672
 JE1672;                    North         East     Units Scale Factor Converg.
 JE1672;SPC KS S     -   625,672.184   663,548.925   MT  1.00002010   +1 51 39.9
 JE1672;SPC KS N     -    39,487.839   620,044.548   MT  1.00000939   +1 35 59.2
 JE1672;UTM  15      - 4,282,098.132   284,953.361   MT  1.00016952   -1 32 40.6
 JE1672
 JE1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1672!SPC KS S     -   0.99995017  x   1.00002010  =   0.99997027
 JE1672!SPC KS N     -   0.99995017  x   1.00000939  =   0.99995956
 JE1672!UTM  15      -   0.99995017  x   1.00016952  =   1.00011968
 JE1672
 JE1672:                Primary Azimuth Mark                     Grid Az
 JE1672:SPC KS S     -  OVERBROOK ATT RELAY TOWER                010 45 58.5
 JE1672:SPC KS N     -  OVERBROOK ATT RELAY TOWER                011 01 39.2
 JE1672:UTM  15      -  OVERBROOK ATT RELAY TOWER                014 10 19.0
 JE1672
 JE1672|---------------------------------------------------------------------|
 JE1672| PID    Reference Object                     Distance      Geod. Az  |
 JE1672|                                                           dddmmss.s |
 JE1672| JE1684 OVERBROOK ATT RELAY TOWER           APPROX.14.1 KM 0123738.4 |
 JE1672| JE1654 AMARILLO KANSAS CITY AWY BN 42      APPROX.14.4 KM 0692208.8 |
 JE1672| JE1673 AMARILLO KANSAS CITY AWY BN 41      APPROX. 3.8 KM 1594448.5 |
 JE1672| CL4930 MONA AZ MK RESET                                   1815549.7 |
 JE1672| CL4931 MONA AZ MK                                         1820534.8 |
 JE1672| CL4932 MONA RM 1                            19.112 METERS 22721     |
 JE1672| CL4933 MONA RM 2                            21.490 METERS 32308     |
 JE1672|---------------------------------------------------------------------|
 JE1672
 JE1672                          SUPERSEDED SURVEY CONTROL
 JE1672
 JE1672  NAD 83(1986)-  38 39 40.93998(N)    095 28 17.56663(W) AD(       ) 2
 JE1672  NAD 27      -  38 39 40.91100(N)    095 28 16.64100(W) AD(       ) 2
 JE1672
 JE1672.Superseded values are not recommended for survey control.
 JE1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1672.See file dsdata.txt to determine how the superseded data were derived.
 JE1672
 JE1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC8495382098(NAD 83)
 JE1672_MARKER: DS = TRIANGULATION STATION DISK
 JE1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1672
 JE1672  HISTORY     - Date     Condition        Report By
 JE1672  HISTORY     - 1948     MONUMENTED       CGS
 JE1672  HISTORY     - 1960     GOOD             CGS
 JE1672  HISTORY     - 1960     GOOD             CGS
 JE1672  HISTORY     - 1965     MARK NOT FOUND   USGS
 JE1672  HISTORY     - 1970     GOOD             NGS
 JE1672
 JE1672                          STATION DESCRIPTION
 JE1672
 JE1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1672'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH AND 1.0 MILE
 JE1672'WEST OF POMONA, 2.0 MILES EAST OF THE FRANKLIN-OSAGE COUNTY
 JE1672'LINE, 170 FEET SOUTH OF THE INTERSECTION OF ROAD AND DRIVEWAY,
 JE1672'21.5 FEET EAST OF THE CENTER OF A GRAVELED ROAD, AND 8 FEET
 JE1672'WEST OF A HEDGE ROW.  IT IS SET FLUSH WITH THE GROUND AND IS
 JE1672'STAMPED MONA 1948.
 JE1672'
 JE1672'REFERENCE MARK NO. 1 IS 25 FEET WEST OF THE CENTER OF A
 JE1672'GRAVELED ROAD AND 6.5 FEET EAST OF A HEDGE ROW.  IT PROJECTS
 JE1672'3 INCHES AND IS STAMPED MONA NO 1 1948.
 JE1672'
 JE1672'REFERENCE MARK NO. 2 IS 21 FEET WEST OF THE CENTER OF A
 JE1672'GRAVELED ROAD AND 1.0 FOOT EAST OF A FENCE.  IT IS SET FLUSH
 JE1672'WITH THE GROUND AND IS STAMPED MONA NO 2 1948.
 JE1672'
 JE1672'AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF A GRAVELED
 JE1672'ROAD, 7 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, AND 3.5
 JE1672'FEET EAST OF A WITNESS POST.  IT PROJECTS 3 INCHES AND IS
 JE1672'STAMPED MONA 1948.
 JE1672'
 JE1672'TO REACH THE STATION FROM THE FIRST INTERSECTION WEST OF
 JE1672'THE POST OFFICE IN POMONA, GO NORTH ON GRAVELED ROAD FOR
 JE1672'3.1 MILES TO A CROSSROAD, TURN LEFT AND GO WEST FOR 1.0 MILE
 JE1672'TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.65 MILE TO THE
 JE1672'STATION ON THE RIGHT AS DESCRIBED.
 JE1672'
 JE1672'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.3
 JE1672'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 JE1672'
 JE1672'AN 87 FOOT SIGNAL AT RANSOM IS VISIBLE AT 37 FEET.
 JE1672'
 JE1672'A 4 FOOT SIGNAL AT POMONA IS VISIBLE AT 37 FEET.
 JE1672'
 JE1672'A 74 FOOT SIGNAL AT LOMAX IS VISIBLE AT 37 FEET.
 JE1672'
 JE1672'A 4 FOOT SIGNAL AT MICHIGAN IS VISIBLE AT 37 FEET.
 JE1672'
 JE1672'AN 87 FOOT SIGNAL AT BICE 1934 IS VISIBLE AT 20 FEET.
 JE1672'
 JE1672'A 4 FOOT SIGNAL AT BROOK IS VISIBLE AT 20 FEET.
 JE1672'
 JE1672'AN 87 FOOT SIGNAL AT SIMMONS 1883 IS VISIBLE AT 20 FEET.
 JE1672'
 JE1672'A 74 FOOT SIGNAL AT NORWOOD IS VISIBLE AT 20 FEET.
 JE1672'
 JE1672'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1672
 JE1672                          STATION RECOVERY (1960)
 JE1672
 JE1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1672'THE STATION MARK AND THE REFERENCE MARKS WERE FOUND IN GOOD
 JE1672'CONDITION.  THE AZIMUTH MARK HAS BEEN MOVED.  THE ORIGINAL
 JE1672'DESCRIPTION TO REACH IS ADEQUATE.  A NEW DESCRIPTION FOR THE
 JE1672'AZIMUTH MARK FOLLOWS.
 JE1672'
 JE1672'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE DIRT
 JE1672'ROAD 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT, WEST, SIDE
 JE1672'OF THE ROAD.  IT IS A STANDARD DISK, STAMPED MONA 1948, AND
 JE1672'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 JE1672'WITH THE GROUND.  IT IS 21 FEET WEST OF THE CENTER OF THE DIRT
 JE1672'ROAD AND 1 FOOT NORTH OF A WITNESS POST.
 JE1672
 JE1672                          STATION RECOVERY (1960)
 JE1672
 JE1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 JE1672'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JE1672'GOOD CONDITION.  AZIMUTH MARK HAD BEEN DISPLACED WHEN MR.
 JE1672'CLARENCE JONES REMOVED A HEDGEROW AND BUILT A WATERWAY ALONG THE
 JE1672'WEST SIDE OF THE ROAD.  THE AZIMUTH MARK WAS REPLACED ON THE
 JE1672'TOP OF THE EAST BANK OF THE WATERWAY AND MR. JONES IS SATISFIED
 JE1672'WITH ITS LOCATION, NOW.
 JE1672'
 JE1672'TRIANGULATION PARTY 608 IS USING THIS STATION IN THE THEIR WORK
 JE1672'AT THE PRESENT TIME, HAVE MEASURED THE DIRECTION TO THE REPLACED
 JE1672'AZIMUTH MARK, AND HAVE NOTED THE DIFFERENCE.
 JE1672
 JE1672                          STATION RECOVERY (1965)
 JE1672
 JE1672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JE1672'STATION MARK WAS NOT FOUND.  HEDGE ROW HAS BEEN REMOVED, POSSIBLY
 JE1672'HAS EITHER BEEN COVERED OR DESTROYED.  R.M. 1 WAS FOUND.
 JE1672'
 JE1672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.4 MILES N
 JE1672'AND 1 MILE W OF POMONA.
 JE1672
 JE1672                          STATION RECOVERY (1970)
 JE1672
 JE1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1672'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1672'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JE1672'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JE1672'RECOVERY.
 JE1672'
 JE1672'STATION IS 6 FEET SOUTH OF A METAL WITNESS POST AND 0.5 FEET EAST
 JE1672'OF A FENCE.
 JE1672'
 JE1672'REFERENCE MARK NO. 1 IS 2 FEET WEST OF A FENCE AND TELEPHONE POLE.
 JE1672'
 JE1672'OLD HEDGE ROWS ON BOTH SIDES OF ROAD HAVE BEEN REMOVED AT THE
 JE1672'STATION SITE.  THE STATION WAS REPORTED NOT FOUND BY THE USGS IN
 JE1672'1965.
 JE1672'
 JE1672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/5 MILES
 JE1672'NORTH-NORTHWEST OF POMONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0678 ***********************************************************************
 JH0678  DESIGNATION -  MONROE
 JH0678  PID         -  JH0678
 JH0678  STATE/COUNTY-  KS/NESS
 JH0678  USGS QUAD   -  BEELER SE (1974)
 JH0678
 JH0678                         *CURRENT SURVEY CONTROL
 JH0678  ___________________________________________________________________
 JH0678* NAD 83(1997)-  38 16 50.61680(N)    100 02 04.59605(W)     ADJUSTED  
 JH0678* NAVD 88     -       743.     (meters)    2438.     (feet)  SCALED    
 JH0678  ___________________________________________________________________
 JH0678  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 JH0678  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 JH0678
 JH0678  HORZ ORDER  -  SECOND
 JH0678
 JH0678.The horizontal coordinates were established by classical geodetic methods
 JH0678.and adjusted by the National Geodetic Survey in October 1998..
 JH0678
 JH0678.The orthometric height was scaled from a topographic map.
 JH0678
 JH0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0678
 JH0678.The geoid height was determined by GEOID03.
 JH0678
 JH0678;                    North         East     Units Scale Factor Converg.
 JH0678;SPC KS S     -   580,243.683   265,738.844   MT  0.99995595   -0 56 35.0
 JH0678;UTM  14      - 4,237,469.174   409,510.213   MT  0.99970084   -0 38 27.6
 JH0678
 JH0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0678!SPC KS S     -   0.99988744  x   0.99995595  =   0.99984339
 JH0678!UTM  14      -   0.99988744  x   0.99970084  =   0.99958831
 JH0678
 JH0678|---------------------------------------------------------------------|
 JH0678| PID    Reference Object                     Distance      Geod. Az  |
 JH0678|                                                           dddmmss.s |
 JH0678| CK9455 MONROE RM 1                          20.850 METERS 08007     |
 JH0678| CK9456 MONROE RM 2                          17.660 METERS 17850     |
 JH0678| JH0682 BOZO                                APPROX. 9.5 KM 1861554.8 |
 JH0678|---------------------------------------------------------------------|
 JH0678
 JH0678                          SUPERSEDED SURVEY CONTROL
 JH0678
 JH0678  NAD 83(1986)-  38 16 50.62429(N)    100 02 04.59588(W) AD(       ) 2
 JH0678  NAD 27      -  38 16 50.55999(N)    100 02 03.12505(W) AD(       ) 2
 JH0678
 JH0678.Superseded values are not recommended for survey control.
 JH0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0678.See file dsdata.txt to determine how the superseded data were derived.
 JH0678
 JH0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH0951037469(NAD 83)
 JH0678_MARKER: DS = TRIANGULATION STATION DISK
 JH0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0678
 JH0678  HISTORY     - Date     Condition        Report By
 JH0678  HISTORY     - 1964     MONUMENTED       CGS
 JH0678
 JH0678                          STATION DESCRIPTION
 JH0678
 JH0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0678'THE STATION IS LOCATED 15-1/2 MILES NORTHWEST OF JETMORE, 14 MILES
 JH0678'SOUTHWEST OF NESS CITY, 1-1/2 MILES NORTH OF THE HODGEMAN-NESS
 JH0678'COUNTY LINE, NEAR THE CENTER OF SECTION 25, T 20 S, R 25 W, ALONG
 JH0678'THE EAST SIDE OF A TRACK ROAD AT A FENCE CORNER, ON PROPERTY OWNED
 JH0678'BY MR. CHARLES MONROE.
 JH0678'
 JH0678'TO REACH THE STATION FROM THE COURTHOUSE IN JETMORE, GO NORTH ON
 JH0678'U.S. HIGHWAY 283 FOR 9.1 MILES TO A CROSSROAD AND A SCHOOLHOUSE ON
 JH0678'THE LEFT.  CONTINUE NORTH ON U.S. HIGHWAY 283 FOR 2.0 MILES TO A
 JH0678'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 4.8 MILES
 JH0678'TO A CROSSROAD.  CONTINUE WEST ON THE GRAVELED ROAD FOR 1.9 MILES TO
 JH0678'A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR
 JH0678'3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED
 JH0678'ROAD FOR 0.5 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 JH0678'THE TRACK ROAD FOR 0.6 MILE TO THE STATION ON THE LEFT AT A
 JH0678'FENCE CORNER.
 JH0678'
 JH0678'THE STATION MARKS ARE STANDARD DISKS STAMPED MONROE 1964.  THE
 JH0678'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 JH0678'WHICH PROJECTS 4 INCHES.  IT IS 11 FEET EAST OF THE CENTER OF A
 JH0678'TRACK ROAD, 11 FEET SOUTH OF A FENCE CORNER, 5.2 FEET SOUTH OF A
 JH0678'METAL WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.  THE
 JH0678'UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 42 INCHES BELOW
 JH0678'THE SURFACE OF THE GROUND.
 JH0678'
 JH0678'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MONROE NO 1 1964, IS
 JH0678'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3
 JH0678'INCHES.  IT IS 66 FEET EAST OF THE FENCE CORNER, 2.5 FEET WEST OF
 JH0678'A METAL WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE.
 JH0678'
 JH0678'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MONROE NO 2 1964, IS
 JH0678'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS SET
 JH0678'FLUSH.  IT IS 12 FEET EAST OF THE CENTER OF THE TRACK ROAD, 1.6
 JH0678'FEET NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH
 JH0678'FENCE.
 JH0678'
 JH0678'TRIANGULATION STATION BOZO MAY BE USED FOR THE AZIMUTH MARK.
 JH0678'
 JH0678'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 JH0678'
 JH0678'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0752 ***********************************************************************
 HE0752  DESIGNATION -  MONTANA
 HE0752  PID         -  HE0752
 HE0752  STATE/COUNTY-  KS/LABETTE
 HE0752  USGS QUAD   -  LABETTE (1974)
 HE0752
 HE0752                         *CURRENT SURVEY CONTROL
 HE0752  ___________________________________________________________________
 HE0752* NAD 83(1997)-  37 14 51.56383(N)    095 08 24.40634(W)     ADJUSTED  
 HE0752* NAVD 88     -       279.67   (+/-2cm)     917.6    (feet)  VERTCON   
 HE0752  ___________________________________________________________________
 HE0752  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 HE0752  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HE0752
 HE0752  HORZ ORDER  -  SECOND
 HE0752  VERT ORDER  -  THIRD ? (See Below)
 HE0752
 HE0752.The horizontal coordinates were established by classical geodetic methods
 HE0752.and adjusted by the National Geodetic Survey in October 1998..
 HE0752
 HE0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0752.The vertical order pertains to the NGVD 29 superseded value.
 HE0752
 HE0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0752
 HE0752.The geoid height was determined by GEOID03.
 HE0752
 HE0752;                    North         East     Units Scale Factor Converg.
 HE0752;SPC KS S     -   469,852.183   698,033.033   MT  1.00000379   +2 03 53.1
 HE0752;UTM  15      - 4,124,492.473   310,188.619   MT  1.00004383   -1 17 44.6
 HE0752
 HE0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0752!SPC KS S     -   0.99996083  x   1.00000379  =   0.99996462
 HE0752!UTM  15      -   0.99996083  x   1.00004383  =   1.00000466
 HE0752
 HE0752:                Primary Azimuth Mark                     Grid Az
 HE0752:SPC KS S     -  STRAUSS KAN GAS ELEC CO TANK             018 14 39.3
 HE0752:UTM  15      -  STRAUSS KAN GAS ELEC CO TANK             021 36 17.0
 HE0752
 HE0752|---------------------------------------------------------------------|
 HE0752| PID    Reference Object                     Distance      Geod. Az  |
 HE0752|                                                           dddmmss.s |
 HE0752| HE0723 STRAUSS KAN GAS ELEC CO TANK        APPROX. 7.1 KM 0201832.4 |
 HE0752| HE0726 STRAUSS KAN GAS ELEC NW STACK       APPROX. 7.0 KM 0204327.1 |
 HE0752| HE0720 STRAUSS KAN GAS ELEC CO SE STK      APPROX. 6.8 KM 0254517.2 |
 HE0752| HE0740 OSWEGO MUNICIPAL TANK               APPROX. 9.4 KM 1622706.8 |
 HE0752| HE0741 OSWEGO FREETO CONSTR RAD MAST       APPROX. 9.0 KM 1662248.5 |
 HE0752| HE0758 OSWEGO COOP ASSN ELEVATOR WEST      APPROX. 8.9 KM 1731536.4 |
 HE0752| CL4935 MONTANA RM 1                         31.843 METERS 21406     |
 HE0752| HE0735 PARSONS KAN ORD PLT TANK 3          APPROX. 6.1 KM 3074827.4 |
 HE0752| CL4936 MONTANA RM 2                         28.258 METERS 31945     |
 HE0752| HE0727 PARSONS KAN ORD PLT TANK 4          APPROX. 5.8 KM 3223626.5 |
 HE0752| HE0733 PARSONS KAN ORD PLT TANK 1          APPROX.10.0 KM 3291522.6 |
 HE0752| HE0730 PARSONS KAN ORD PLT TANK 2          APPROX. 8.4 KM 3365926.3 |
 HE0752| CL4934 MONTANA AZ MK                                      3570311.2 |
 HE0752|---------------------------------------------------------------------|
 HE0752
 HE0752                          SUPERSEDED SURVEY CONTROL
 HE0752
 HE0752  NAD 83(1997)-  37 14 51.56826(N)    095 08 24.40676(W) AD(       ) 2
 HE0752  NAD 83(1986)-  37 14 51.57760(N)    095 08 24.39543(W) AD(       ) 2
 HE0752  NAD 27      -  37 14 51.35087(N)    095 08 23.51915(W) AD(       ) 2
 HE0752  NGVD 29 (07/19/86)  279.55   (m)          917.2    (f) LEVELING    3  
 HE0752
 HE0752.Superseded values are not recommended for survey control.
 HE0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0752.See file dsdata.txt to determine how the superseded data were derived.
 HE0752
 HE0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1018924492(NAD 83)
 HE0752_MARKER: DS = TRIANGULATION STATION DISK
 HE0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0752+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2004
 HE0752
 HE0752  HISTORY     - Date     Condition        Report By
 HE0752  HISTORY     - 1965     MONUMENTED       CGS
 HE0752  HISTORY     - 1966     GOOD             CGS
 HE0752  HISTORY     - 20040129 GOOD             SKW
 HE0752
 HE0752                          STATION DESCRIPTION
 HE0752
 HE0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0752'THE STATION IS ABOUT 10 MILES SOUTHEAST OF PARSONS, 9 MILES
 HE0752'SOUTHWEST OF MC CUNE AND 6 MILES NORTH-NORTHWEST OF OSWEGO,
 HE0752'ON THE EAST RIGHT-OF-WAY OF A GRADED ROAD.
 HE0752'
 HE0752'TO REACH THE STATION FROM THE POST OFFICE IN PARSONS, GO
 HE0752'EAST ON U.S. HIGHWAY 160 FOR 7.4 MILES TO A CROSSROAD AND
 HE0752'A SERVICE STATION IN THE SOUTHEAST ANGLE OF THE ROADS.  TURN RIGHT
 HE0752'AND GO SOUTH ON PAVED ROAD FOR 6.3 MILES TO A CROSSROAD AND
 HE0752'A CEMETERY IN THE SOUTHEAST ANGLE OF THE ROADS.  TURN RIGHT AND
 HE0752'GO WEST ON GRADED ROAD FOR 1.0 MILE TO A T-ROAD JUNCTION.  TURN
 HE0752'LEFT AND GO SOUTH ON GRADED ROAD FOR 0.1 MILE TO THE AZIMUTH
 HE0752'MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.25 MILE TO THE STATION
 HE0752'ON THE LEFT.
 HE0752'
 HE0752'STATION MARK IS A STANDARD DISK, STAMPED MONTANA 1964, SET
 HE0752'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0752'3 INCHES ABVOVE THE GROUND SURFACE.  IT IS 70 FEET
 HE0752'EAST-NORTHEAST OF A POWER LINE POLE, 60 FEET EAST OF A
 HE0752'NORTH-SOUTH FENCE LINE, 36 FEET EAST OF THE CENTERLINE
 HE0752'OF A GRADED ROAD AND 4.1 FEET NORTH OF WITNESS POST.
 HE0752'
 HE0752'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MONTANA NO 1
 HE0752'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0752'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 23 FEET WEST OF
 HE0752'THE CENTERLINE OF THE GRADED ROAD, 1 FOOT EAST OF THE
 HE0752'FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE0752'
 HE0752'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MONTANA NO 2
 HE0752'1964, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 HE0752'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET
 HE0752'FEET WEST OF THE CENTERLINE OF THE GRADED ROAD, 1 FOOT EAST
 HE0752'OF THE FENCE LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE0752'
 HE0752'AZIMUTH MARK IS A STANDARD DISK, STAMPED MONTANA 1964, SET
 HE0752'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 HE0752'THE GROUND SURFACE.  IT IS 97 FEET SOUTH OF THE CENTERLINE OF A
 HE0752'DRIVEWAY, 31 FEET WEST OF THE CENTERLINE OF A GRADED ROAD,
 HE0752'3 FEET SOUTHEAST OF A FENCE POST, 2 FEET EAST OF A FENCE
 HE0752'LINE AND 1.9 FEET SOUTHEAST OF A WITNESS POST.
 HE0752'
 HE0752'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE0752
 HE0752                          STATION RECOVERY (1966)
 HE0752
 HE0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0752'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HE0752'WERE RECOVERED AS DESCRIBED IN 1965 BY JOHN C. CHILDS.
 HE0752'
 HE0752'ALL OBJECTS VISIBLE AT 30 FEET.
 HE0752
 HE0752                          STATION RECOVERY (2004)
 HE0752
 HE0752'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2004 (CMC)
 HE0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0892 ***********************************************************************
 HH0892  DESIGNATION -  MONTEZUMA ATT MICROWAVE
 HH0892  PID         -  HH0892
 HH0892  STATE/COUNTY-  KS/GRAY
 HH0892  USGS QUAD   -  MONTEZUMA NW (1968)
 HH0892
 HH0892                         *CURRENT SURVEY CONTROL
 HH0892  ___________________________________________________________________
 HH0892* NAD 83(1997)-  37 38 04.18561(N)    100 27 50.91164(W)     ADJUSTED  
 HH0892* NAVD 88     -                                                        
 HH0892  ___________________________________________________________________
 HH0892  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 HH0892  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 HH0892
 HH0892  HORZ ORDER  -  THIRD
 HH0892
 HH0892.The horizontal coordinates were established by classical geodetic methods
 HH0892.and adjusted by the National Geodetic Survey in October 1998..
 HH0892
 HH0892
 HH0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0892
 HH0892.The geoid height was determined by GEOID03.
 HH0892
 HH0892;                    North         East     Units Scale Factor Converg.
 HH0892;SPC KS S     -   509,240.052   226,653.682   MT  0.99994806   -1 12 25.3
 HH0892;UTM  14      - 4,166,270.887   370,813.237   MT  0.99980557   -0 53 39.0
 HH0892
 HH0892                          SUPERSEDED SURVEY CONTROL
 HH0892
 HH0892  NAD 83(1997)-  37 38 04.19260(N)    100 27 50.91007(W) AD(       ) 4
 HH0892  NAD 83(1986)-  37 38 04.18828(N)    100 27 50.91218(W) AD(       ) 4
 HH0892  NAD 27      -  37 38 04.10744(N)    100 27 49.37435(W) AD(       ) 3
 HH0892
 HH0892.Superseded values are not recommended for survey control.
 HH0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0892.See file dsdata.txt to determine how the superseded data were derived.
 HH0892
 HH0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG7081366271(NAD 83)
 HH0892_MARKER: 45 = MICROWAVE TOWER
 HH0892
 HH0892  HISTORY     - Date     Condition        Report By
 HH0892  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0892
 HH0892                          STATION DESCRIPTION
 HH0892
 HH0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0892'THE STATION IS THE RED LIGHT ATOP OF THE A. T. AND T. MICROWAVE
 HH0892'TOWER, LOCATED ABOUT 3 MILES NORTH OF MONTEZUMA AND ON THE SOUTH SIDE
 HH0892'OF A GRAVELED ROAD.  IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED
 HH0892'RED AND WHITE, AND HAS AN OVERALL HEIGHT OF 162.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0888 ***********************************************************************
 HH0888  DESIGNATION -  MONTEZUMA MUN WATER TANK
 HH0888  PID         -  HH0888
 HH0888  STATE/COUNTY-  KS/GRAY
 HH0888  USGS QUAD   -  MONTEZUMA (1968)
 HH0888
 HH0888                         *CURRENT SURVEY CONTROL
 HH0888  ___________________________________________________________________
 HH0888* NAD 83(1997)-  37 35 54.21146(N)    100 26 40.26502(W)     ADJUSTED  
 HH0888* NAVD 88     -                                                        
 HH0888  ___________________________________________________________________
 HH0888  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HH0888  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 HH0888
 HH0888  HORZ ORDER  -  THIRD
 HH0888
 HH0888.The horizontal coordinates were established by classical geodetic methods
 HH0888.and adjusted by the National Geodetic Survey in October 1998..
 HH0888
 HH0888
 HH0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0888
 HH0888.The geoid height was determined by GEOID03.
 HH0888
 HH0888;                    North         East     Units Scale Factor Converg.
 HH0888;SPC KS S     -   505,197.674   228,301.798   MT  0.99995135   -1 11 41.9
 HH0888;UTM  14      - 4,162,238.170   372,483.179   MT  0.99980029   -0 52 53.2
 HH0888
 HH0888                          SUPERSEDED SURVEY CONTROL
 HH0888
 HH0888  NAD 83(1997)-  37 35 54.21862(N)    100 26 40.26350(W) AD(       ) 4
 HH0888  NAD 83(1986)-  37 35 54.21404(N)    100 26 40.26597(W) AD(       ) 4
 HH0888  NAD 27      -  37 35 54.13216(N)    100 26 38.72998(W) AD(       ) 3
 HH0888
 HH0888.Superseded values are not recommended for survey control.
 HH0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0888.See file dsdata.txt to determine how the superseded data were derived.
 HH0888
 HH0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG7248362238(NAD 83)
 HH0888_MARKER: 53 = ELEVATED TANK
 HH0888
 HH0888  HISTORY     - Date     Condition        Report By
 HH0888  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0888
 HH0888                          STATION DESCRIPTION
 HH0888
 HH0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0888'THE STATION IS THE FINIAL ATOP THE 135-FOOT HIGH, SILVER COLORED
 HH0888'TANK ON THE SOUTH SIDE OF U. S. HIGHWAY 56 IN MONTEZUMA.  THE TANK
 HH0888'IS SUPPORTED BY A FOUR-LEGGED, BLACK STEEL STRUCTURE.  THE TANK WAS
 HH0888'CONSTRUCTED IN 1930 AND HAS MONTEZUMA PAINTED IN BLACK LETTERS ON
 HH0888'THE EAST AND WEST SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0889 ***********************************************************************
 HH0889  DESIGNATION -  MONTEZUMA RAD STA KAY 76 MAST
 HH0889  PID         -  HH0889
 HH0889  STATE/COUNTY-  KS/GRAY
 HH0889  USGS QUAD   -  MONTEZUMA (1968)
 HH0889
 HH0889                         *CURRENT SURVEY CONTROL
 HH0889  ___________________________________________________________________
 HH0889* NAD 83(1997)-  37 36 01.09616(N)    100 26 40.64351(W)     ADJUSTED  
 HH0889* NAVD 88     -                                                        
 HH0889  ___________________________________________________________________
 HH0889  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 HH0889  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HH0889
 HH0889  HORZ ORDER  -  THIRD
 HH0889
 HH0889.The horizontal coordinates were established by classical geodetic methods
 HH0889.and adjusted by the National Geodetic Survey in October 1998..
 HH0889
 HH0889
 HH0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0889
 HH0889.The geoid height was determined by GEOID03.
 HH0889
 HH0889;                    North         East     Units Scale Factor Converg.
 HH0889;SPC KS S     -   505,410.068   228,296.943   MT  0.99995117   -1 11 42.1
 HH0889;UTM  14      - 4,162,450.503   372,477.163   MT  0.99980031   -0 52 53.6
 HH0889
 HH0889                          SUPERSEDED SURVEY CONTROL
 HH0889
 HH0889  NAD 83(1997)-  37 36 01.10334(N)    100 26 40.64196(W) AD(       ) 4
 HH0889  NAD 83(1986)-  37 36 01.09872(N)    100 26 40.64441(W) AD(       ) 4
 HH0889  NAD 27      -  37 36 01.01688(N)    100 26 39.10842(W) AD(       ) 3
 HH0889
 HH0889.Superseded values are not recommended for survey control.
 HH0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0889.See file dsdata.txt to determine how the superseded data were derived.
 HH0889
 HH0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG7247762451(NAD 83)
 HH0889_MARKER: 42 = RADIO/TV MAST
 HH0889
 HH0889  HISTORY     - Date     Condition        Report By
 HH0889  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0889
 HH0889                          STATION DESCRIPTION
 HH0889
 HH0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0889'THE STATION IS THE RED LIGHT ATOP THE 200-FOOT HIGH, RED AND WHITE
 HH0889'SOUTHWESTERN BELL TELEPHONE COMPANY MICROWAVE MAST ON THE NORTHERN
 HH0889'EDGE OF THE TOWN OF MONTEZUMA.  IT IS ABOUT 1 BLOCK NORTH OF U. S.
 HH0889'HIGHWAY 56 AND 1-1/2 BLOCKS NORTHWEST OF THE MUNICIPAL WATER TANK.
 HH0889'THERE IS A LARGE, ROUND REFLECTOR ABOUT 1/3 OF THE WAY UP ON THE
 HH0889'MAST AND A RECTANGULAR REFLECTOR ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0563 ***********************************************************************
 KG0563  DESIGNATION -  MONTROSE
 KG0563  PID         -  KG0563
 KG0563  STATE/COUNTY-  KS/JEWELL
 KG0563  USGS QUAD   -  MONTROSE (1969)
 KG0563
 KG0563                         *CURRENT SURVEY CONTROL
 KG0563  ___________________________________________________________________
 KG0563* NAD 83(1997)-  39 47 07.53808(N)    098 07 14.44358(W)     ADJUSTED  
 KG0563* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 KG0563  ___________________________________________________________________
 KG0563  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 KG0563  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 KG0563
 KG0563  HORZ ORDER  -  THIRD
 KG0563
 KG0563.The horizontal coordinates were established by classical geodetic methods
 KG0563.and adjusted by the National Geodetic Survey in October 1998..
 KG0563
 KG0563.The orthometric height was scaled from a topographic map.
 KG0563
 KG0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0563
 KG0563.The geoid height was determined by GEOID03.
 KG0563
 KG0563;                    North         East     Units Scale Factor Converg.
 KG0563;SPC KS N     -   161,211.680   389,662.591   MT  1.00000034   -0 04 34.9
 KG0563;UTM  14      - 4,404,311.921   575,293.546   MT  0.99966979   +0 33 45.8
 KG0563
 KG0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0563!SPC KS N     -   0.99991686  x   1.00000034  =   0.99991720
 KG0563!UTM  14      -   0.99991686  x   0.99966979  =   0.99958668
 KG0563
 KG0563|---------------------------------------------------------------------|
 KG0563| PID    Reference Object                     Distance      Geod. Az  |
 KG0563|                                                           dddmmss.s |
 KG0563| CO1858 MONTROSE RM 1                        13.407 METERS 03658     |
 KG0563| KG0575 JEWELL MUNICIPAL TANK               APPROX.13.1 KM 1945047.5 |
 KG0563| CO1859 MONTROSE RM 2                        11.047 METERS 21647     |
 KG0563| CO1857 MONTROSE AZ MK                                     2575219.1 |
 KG0563| KG0568 MANKATO MUNICIPAL STANDPIPE         APPROX. 7.8 KM 2751442.7 |
 KG0563| KG0565 MONTROSE 2                           20.581 METERS 30653     |
 KG0563|---------------------------------------------------------------------|
 KG0563
 KG0563                          SUPERSEDED SURVEY CONTROL
 KG0563
 KG0563  NAD 83(1997)-  39 47 07.53957(N)    098 07 14.44361(W) AD(       ) 3
 KG0563  NAD 83(1986)-  39 47 07.54367(N)    098 07 14.44372(W) AD(       ) 3
 KG0563  NAD 27      -  39 47 07.50200(N)    098 07 13.27100(W) AD(       ) 3
 KG0563
 KG0563.Superseded values are not recommended for survey control.
 KG0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0563.See file dsdata.txt to determine how the superseded data were derived.
 KG0563
 KG0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK7529404312(NAD 83)
 KG0563_MARKER: DS = TRIANGULATION STATION DISK
 KG0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0563
 KG0563  HISTORY     - Date     Condition        Report By
 KG0563  HISTORY     - 1950     MONUMENTED       CGS
 KG0563  HISTORY     - 1957     GOOD             CGS
 KG0563  HISTORY     - 1958     SEE DESCRIPTION  CGS
 KG0563
 KG0563                          STATION DESCRIPTION
 KG0563
 KG0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0563'THE STATION IS LOCATED ABOUT 5.0 MILES EAST OF MANKATO AND
 KG0563'ABOUT 1.5 MILES WEST OF MONTROSE JUST NORTHWEST OF THE JUNCTION
 KG0563'OF U.S. HIGHWAY 36 AND STATE HIGHWAY 14.  IT IS IN THE SOUTHEAST
 KG0563'CORNER OF A CULTIVATED FIELD ON A HIGH ROAD BANK, 160 FEET
 KG0563'WEST-SOUTHWEST OF A THREE FORK INTERSECTION, 66 FEET NORTHWEST
 KG0563'OF THE WEST FORK OF STATE HIGHWAY 14 AND 3 FEET NORTHEAST
 KG0563'OF A WITNESS POST.  IT IS STAMPED MONTROSE 1950 AND PROJECTS
 KG0563'3 INCHES.
 KG0563'
 KG0563'REFERENCE MARK NO. 1 IS ON THE ROAD BANK ON THE SAME ELEVATION
 KG0563'AS THE STATION, 66 FEET NORTHWEST OF THE CENTER OF THE WEST
 KG0563'FORK OF STATE HIGHWAY 14.  IT IS STAMPED MONTROSE NO 1 1950
 KG0563'AND PROJECTS 3 INCHES.
 KG0563'
 KG0563'REFERENCE MARK NO. 2 IS ON THE ROAD BANK ON THE SAME ELEVATION
 KG0563'AS THE STATION, 66 FEET NORTHWEST OF THE CENTER OF THE WEST
 KG0563'FORK OF STATE HIGHWAY 14.  IT IS STAMPED MONTROSE NO 2 1950 AND
 KG0563'PROJECTS 3 INCHES.
 KG0563'
 KG0563'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 48 FEET SOUTH OF THE
 KG0563'CENTER OF U.S. HIGHWAY 36 AND STATE HIGHWAY 14, 9 FEET WEST OF THE
 KG0563'WEST END OF A WIRE GATE, 3 FEET NORTH OF A POWER LINE POLE,
 KG0563'1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 1 FOOT EAST
 KG0563'OF A WITNESS POST.  IT IS STAMPED MONTROSE 1950 AND PROJECTS
 KG0563'4 INCHES.
 KG0563'
 KG0563'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MONTROSE, GO
 KG0563'WEST ON U.S. HIGHWAY 36 FOR 1.7 MILES TO THE JUNCTION WITH STATE
 KG0563'HIGHWAY 14 AND STATION JUST NORTHWEST AS DESCRIBED.  (CONTINUE
 KG0563'WEST ON U.S. HIGHWAY 36 AND STATE HIGHWAY 14 FOR 0.25 MILE
 KG0563'TO AZIMUTH ON LEFT AS DESCRIBED).
 KG0563'
 KG0563'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0563
 KG0563                          STATION RECOVERY (1957)
 KG0563
 KG0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KG0563'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KG0563'GOOD CONDITION.  THE DESCRIPTION BY R.L.E. IN 1950 IS ADEQUATE.
 KG0563
 KG0563                          STATION RECOVERY (1958)
 KG0563
 KG0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KG0563'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KG0563'FOUND IN GOOD CONDITION.  CONSTRUCTION WORK ON U.S. HIGHWAY 36
 KG0563'WILL DESTROY THE STATION AND BOTH REFERENCE MARKS.  THEY
 KG0563'WERE MOVED AT THE REQUEST OF THE STATE HIGHWAY DEPARTMENT.
 KG0563'FOR DETAILS, SEE THE DESCRIPTION OF MONTROSE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0565 ***********************************************************************
 KG0565  DESIGNATION -  MONTROSE 2
 KG0565  PID         -  KG0565
 KG0565  STATE/COUNTY-  KS/JEWELL
 KG0565  USGS QUAD   -  MONTROSE (1969)
 KG0565
 KG0565                         *CURRENT SURVEY CONTROL
 KG0565  ___________________________________________________________________
 KG0565* NAD 83(1997)-  39 47 07.93862(N)    098 07 15.13539(W)     ADJUSTED  
 KG0565* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 KG0565  ___________________________________________________________________
 KG0565  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 KG0565  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 KG0565
 KG0565  HORZ ORDER  -  THIRD
 KG0565
 KG0565.The horizontal coordinates were established by classical geodetic methods
 KG0565.and adjusted by the National Geodetic Survey in October 1998..
 KG0565.No horizontal observational check was made to the station.
 KG0565
 KG0565.The orthometric height was scaled from a topographic map.
 KG0565
 KG0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0565
 KG0565.The geoid height was determined by GEOID03.
 KG0565
 KG0565;                    North         East     Units Scale Factor Converg.
 KG0565;SPC KS N     -   161,224.055   389,646.146   MT  1.00000036   -0 04 35.3
 KG0565;UTM  14      - 4,404,324.108   575,276.969   MT  0.99966976   +0 33 45.3
 KG0565
 KG0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0565!SPC KS N     -   0.99991686  x   1.00000036  =   0.99991722
 KG0565!UTM  14      -   0.99991686  x   0.99966976  =   0.99958665
 KG0565
 KG0565|---------------------------------------------------------------------|
 KG0565| PID    Reference Object                     Distance      Geod. Az  |
 KG0565|                                                           dddmmss.s |
 KG0565| CO1860 MONTROSE 2 RM 3                       9.592 METERS 08612     |
 KG0565| KF0955 FORMOSA MUNICIPAL TANK              APPROX.11.0 KM 0930427.6 |
 KG0565| KG0563 MONTROSE                             20.581 METERS 12653     |
 KG0565| CO1857 MONTROSE AZ MK                                     2555818.8 |
 KG0565| CO1861 MONTROSE 2 RM 4                      17.444 METERS 26815     |
 KG0565| KG0568 MANKATO MUNICIPAL STANDPIPE         APPROX. 7.8 KM 2750956.8 |
 KG0565|---------------------------------------------------------------------|
 KG0565
 KG0565                          SUPERSEDED SURVEY CONTROL
 KG0565
 KG0565  NAD 83(1997)-  39 47 07.94012(N)    098 07 15.13543(W) AD(       ) 3
 KG0565  NAD 83(1986)-  39 47 07.94421(N)    098 07 15.13553(W) AD(       ) 3
 KG0565  NAD 27      -  39 47 07.90250(N)    098 07 13.96280(W) AD(       ) 3
 KG0565
 KG0565.Superseded values are not recommended for survey control.
 KG0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0565.See file dsdata.txt to determine how the superseded data were derived.
 KG0565
 KG0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK7527704324(NAD 83)
 KG0565_MARKER: DS = TRIANGULATION STATION DISK
 KG0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0565
 KG0565  HISTORY     - Date     Condition        Report By
 KG0565  HISTORY     - 1958     MONUMENTED       CGS
 KG0565  HISTORY     - 1969     GOOD             CGS
 KG0565
 KG0565                          STATION DESCRIPTION
 KG0565
 KG0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (FAR)
 KG0565'STATION IS LOCATED ABOUT 7 MILES WEST OF FORMOSA, 5 MILES
 KG0565'EAST OF MANKATO AND 1 AND 1/2 MILES WEST OF MONTROSE IN THE
 KG0565'NORTHWEST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 36 AND STATE
 KG0565'HIGHWAY 14 NORTH, 225 FEET WEST OF THE CENTER OF STATE HIGHWAY
 KG0565'14, 176 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 36, AND 1
 KG0565'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY LINE FOR U.S. HIGHWAY 36.
 KG0565'THE MARK IS 2 FEET WEST OF A WHITE WITNESS POST, PROJECTS 4
 KG0565'INCHES, AND IS STAMPED MONTROSE 2 1958.
 KG0565'
 KG0565'REFERENCE MARK NO. 3 IS EAST OF THE STATION, 193.5 FEET WEST
 KG0565'OF THE CENTER OF STATE HIGHWAY 14, AND 177 FEET NORTH OF THE
 KG0565'CENTER OF NEW U.S. HIGHWAY 36.  THE MARK PROJECTS 4 INCHES
 KG0565'AND THE DISK IS STAMPED MONTROSE 2 NO 3 1958.
 KG0565'
 KG0565'REFERENCE MARK NO. 4 IS WEST OF THE STATION AND 175 FEET
 KG0565'NORTH OF THE CENTER OF NEW U.S. HIGHWAY 36.  THE MARK PROJECTS
 KG0565'6 INCHES AND THE DISK IS STAMPED MONTROSE 2 NO 4 1958.
 KG0565'
 KG0565'AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 48 FEET SOUTH OF
 KG0565'THE CENTER OF OLD U.S. HIGHWAY 36, 9 FEET WEST OF THE WEST
 KG0565'END OF A WIRE GATE, 3 FEET NORTH OF A POWER LINE POLE, 1 FOOT
 KG0565'NORTH OF AN EAST-WEST FENCE, AND 1 FOOT EAST OF A WITNESS
 KG0565'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KG0565'MONTROSE 1950.
 KG0565'
 KG0565'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE TOWN
 KG0565'OF MONTROSE, GO WEST ON U.S. HIGHWAY 36 FOR 1.7 MILES TO THE
 KG0565'JUNCTION OF STATE HIGHWAY 14 NORTH AND THE STATION IN THE
 KG0565'NORTHWEST ANGLE OF THE INTERSECTION AS DESCRIBED.
 KG0565'
 KG0565'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 KG0565'HIGHWAY 36 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE SOUTH
 KG0565'SIDE OF OLD U.S. HIGHWAY 36.
 KG0565'
 KG0565'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0565
 KG0565                          STATION RECOVERY (1969)
 KG0565
 KG0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0565'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO 4, AND THE
 KG0565'AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 KG0565'CONDITION.  THE 1958 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KG0565'
 KG0565'FOLLOWING ARE NEW TIES FOR THE MARKS.
 KG0565'
 KG0565'THE STATION IS 33.5 FEET WEST OF A TELEPHONE POLE AND A CONCRETE
 KG0565'RIGHT-OF-WAY POST, 1 FOOT EAST OF A METAL WITNESS POST AND IS FLUSH
 KG0565'WITH THE SURFACE OF THE GROUND.
 KG0565'
 KG0565'REFERENCE MARK NO. 3 IS 2 FEET WEST OF THE TELEPHONE POLE AND THE
 KG0565'RIGHT-OF-WAY POST AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KG0565'
 KG0565'REFERENCE MARK NO. 4 IS 55.5 FEET EAST OF A TELEPHONE POLE AND IS
 KG0565'FLUSH WITH THE SURFACE OF THE GROUND.
 KG0565'
 KG0565'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 KG0565'
 KG0565'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 KG0565'WEST OF MONTROSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0653 ***********************************************************************
 KH0653  DESIGNATION -  MONUMENT BERTRANDS ELEVATOR
 KH0653  PID         -  KH0653
 KH0653  STATE/COUNTY-  KS/LOGAN
 KH0653  USGS QUAD   -  MONUMENT (1972)
 KH0653
 KH0653                         *CURRENT SURVEY CONTROL
 KH0653  ___________________________________________________________________
 KH0653* NAD 83(1997)-  39 06 26.32443(N)    101 00 36.52438(W)     ADJUSTED  
 KH0653* NAVD 88     -                                                        
 KH0653  ___________________________________________________________________
 KH0653  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 KH0653  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 KH0653
 KH0653  HORZ ORDER  -  THIRD
 KH0653
 KH0653.The horizontal coordinates were established by classical geodetic methods
 KH0653.and adjusted by the National Geodetic Survey in October 1998..
 KH0653
 KH0653
 KH0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0653
 KH0653.The geoid height was determined by GEOID03.
 KH0653
 KH0653;                    North         East     Units Scale Factor Converg.
 KH0653;SPC KS N     -    90,246.915   139,694.617   MT  0.99995997   -1 54 16.4
 KH0653;UTM  14      - 4,330,608.853   326,193.833   MT  0.99997197   -1 16 05.8
 KH0653
 KH0653                          SUPERSEDED SURVEY CONTROL
 KH0653
 KH0653  NAD 83(1986)-  39 06 26.32643(N)    101 00 36.52648(W) AD(       ) 4
 KH0653  NAD 27      -  39 06 26.29800(N)    101 00 34.98500(W) AD(       ) 3
 KH0653
 KH0653.Superseded values are not recommended for survey control.
 KH0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0653.See file dsdata.txt to determine how the superseded data were derived.
 KH0653
 KH0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2619430609(NAD 83)
 KH0653_MARKER: 65 = GRAIN ELEVATOR
 KH0653
 KH0653  HISTORY     - Date     Condition        Report By
 KH0653  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0653
 KH0653                          STATION DESCRIPTION
 KH0653
 KH0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0653'THE STATION IS A REINFORCED CONCRETE STRUCTURE COMPOSED OF FOUR
 KH0653'CIRCULAR GRAIN STORAGE TANKS WITH CONNECTING WALLS BETWEEN.
 KH0653'IT IS 48 FEET SQUARE, HAS AN OVER-ALL HEIGHT OF 136 FEET AND HAS
 KH0653'A FLAT ROOF.  IT IS LOCATED IN THE NORTHEAST EDGE OF MONUMENT
 KH0653'JUST SOUTH OF THE UNION PACIFIC RAILROAD TRACKS AND IS OWNED BY
 KH0653'MR. C.E. BERTRAND OF OAKLEY, KANSAS.
 KH0653'
 KH0653'THE POINT OBSERVED UPON WAS THE CENTER OF THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0757 ***********************************************************************
 JH0757  DESIGNATION -  MONUMENT RESET
 JH0757  PID         -  JH0757
 JH0757  STATE/COUNTY-  KS/LOGAN
 JH0757  USGS QUAD   -  ELKADER NW (1972)
 JH0757
 JH0757                         *CURRENT SURVEY CONTROL
 JH0757  ___________________________________________________________________
 JH0757* NAD 83(1997)-  38 53 56.34346(N)    100 53 07.11495(W)     ADJUSTED  
 JH0757* NAVD 88     -       935.     (meters)    3068.     (feet)  VERTCON   
 JH0757  ___________________________________________________________________
 JH0757  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 JH0757  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 JH0757
 JH0757  HORZ ORDER  -  FIRST
 JH0757
 JH0757.The horizontal coordinates were established by classical geodetic methods
 JH0757.and adjusted by the National Geodetic Survey in October 1998..
 JH0757
 JH0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0757
 JH0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0757
 JH0757.The geoid height was determined by GEOID03.
 JH0757
 JH0757;                    North         East     Units Scale Factor Converg.
 JH0757;SPC KS N     -    66,780.365   149,749.448   MT  0.99997558   -1 49 32.1
 JH0757;SPC KS S     -   650,417.712   193,081.180   MT  1.00008266   -1 27 57.0
 JH0757;UTM  14      - 4,307,256.266   336,509.547   MT  0.99992914   -1 11 02.9
 JH0757
 JH0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0757!SPC KS N     -   0.99985714  x   0.99997558  =   0.99983273
 JH0757!SPC KS S     -   0.99985714  x   1.00008266  =   0.99993979
 JH0757!UTM  14      -   0.99985714  x   0.99992914  =   0.99978629
 JH0757
 JH0757|---------------------------------------------------------------------|
 JH0757| PID    Reference Object                     Distance      Geod. Az  |
 JH0757|                                                           dddmmss.s |
 JH0757| CK9463 MONUMENT RM 1                        26.243 METERS 03433     |
 JH0757| CK9462 MONUMENT RM                         482.498 METERS 3083711.3 |
 JH0757| CK9464 MONUMENT RM 3                       309.128 METERS 35045     |
 JH0757| CK9461 MONUMENT AZ MK                                     3583241.7 |
 JH0757|---------------------------------------------------------------------|
 JH0757
 JH0757                          SUPERSEDED SURVEY CONTROL
 JH0757
 JH0757  NAD 83(1986)-  38 53 56.34671(N)    100 53 07.11774(W) AD(       ) 1
 JH0757  NAD 27      -  38 53 56.30746(N)    100 53 05.58821(W) AD(       ) 1
 JH0757  NGVD 29 (07/19/86)  935.     (m)         3068.     (f) VERT ANG       
 JH0757
 JH0757.Superseded values are not recommended for survey control.
 JH0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0757.See file dsdata.txt to determine how the superseded data were derived.
 JH0757
 JH0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3651007256(NAD 83)
 JH0757_MARKER: DS = TRIANGULATION STATION DISK
 JH0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0757
 JH0757  HISTORY     - Date     Condition        Report By
 JH0757  HISTORY     - 1922     MONUMENTED       CGS
 JH0757  HISTORY     - 1922     GOOD             CGS
 JH0757  HISTORY     - 1933     SEE DESCRIPTION  CGS
 JH0757  HISTORY     - 1934     GOOD             CGS
 JH0757  HISTORY     - 1950     GOOD             CGS
 JH0757  HISTORY     - 1951     GOOD             CGS
 JH0757
 JH0757                          STATION DESCRIPTION
 JH0757
 JH0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JH0757'ABOUT 15 MILES SOUTH OF OAKLEY, IN THE SOUTHEAST CORNER OF
 JH0757'THE NE 1/4 SE 1/4 SE 1/4 NW 1/4 NW 1/4 SEC. 28, T. 13 S.,
 JH0757'R. 32 W., ON THE FIRST HIGH GROUND NORTH FROM THE SMOKY HILL
 JH0757'RIVER, ABOUT 5-1/2 MILES FROM THE RIVER, AND 1-1/2 MILES
 JH0757'SOUTHWEST OF THE HOUSE OF WARREN A. WHARTON.  THE UNDERGROUND
 JH0757'MARK IS A STONE JUG BURIED UPRIGHT, WITH MOUTH 3 TO 4 FEET
 JH0757'BELOW THE SURFACE OF THE GROUND, THE CENTER OF THE MOUTH
 JH0757'MARKING THE STATION.  ABOVE THIS IS AN EARTHENWARE JAR,
 JH0757'BOTTOM UP, 2 TO 3 FEET BELOW THE SURFACE, A SMALL DRILL HOLE
 JH0757'IN THE BOTTOM MARKING THE STATION.  THE SURFACE MARK IS
 JH0757'A TACK IN THE TOP OF A WHITE-OAK POST 2 TO 2-1/2 FEET LONG.
 JH0757'ABOVE THE JAR IS A BLOCK OF CONCRETE CONTAINING A STANDARD
 JH0757'BRONZE STATION TABLET 25 INCHES BELOW THE SURFACE.  THE
 JH0757'STATION MARK IS A STANDARD BRONZE TABLET IN CONCRETE 9
 JH0757'INCHES BELOW THE SURFACE.  A STANDARD BRONZE REFERENCE
 JH0757'TABLET IN A CONCRETE BLOCK IS 21 FEET EAST AND 22 FEET
 JH0757'NORTH OF THE STONE MARKING THE NORTHWEST CORNER OF
 JH0757'SECTION 28, AND 421.5 METERS (1,383 FEET), N. 65 DEG W.
 JH0757'(MAGNETIC) FROM THE STATION.  THE NORTH LINE OF SECTION 28 IS
 JH0757'300.2 METERS (985 FEET) NORTH.
 JH0757
 JH0757                          STATION RECOVERY (1933)
 JH0757
 JH0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0757'STATION WAS RE-MARKED BY J.S.B. IN 1922.  THE STATION WAS
 JH0757'RECOVERED AS DESCRIBED BY J.S.B. WITH THE EXCEPTION OF THE
 JH0757'FACT THAT HIS DISTANCE OF 1383 FEET TO A REFERENCE MARK IS
 JH0757'INCORRECT, AND ADDITIONAL REFERENCE MARK WAS NOT FOUND.
 JH0757'
 JH0757'THE STATION IS LOCATED ABOUT 16 MILES SOUTH OF OAKLEY AND ABOUT
 JH0757'8 MILES NORTH OF ELKADER POST OFFICE IN NORTHWEST QUARTER
 JH0757'OF SEC. 28, T. 13 S., R. 32 W. ON UNCULTIVATED LAND OWNED
 JH0757'BY A MAN NAMED TOWNS OF PALCO, KANSAS.
 JH0757'
 JH0757'THE STATION MARK IS 12 INCHES UNDERGROUND AND IS ON TOP OF A
 JH0757'HILL.  IT IS IN THE FORKS OF A FARM TRAIL AND IS 60.5 FEET
 JH0757'WEST OF THE EAST TRAIL AND 47.0 FEET EAST OF THE WEST TRAIL.
 JH0757'
 JH0757'REFERENCE MARK NO. 1, 1933, PROJECTS 4 INCHES AND
 JH0757'IS 6 FEET WEST OF THE EAST TRAIL AND 86.10 FEET NORTHEAST
 JH0757'OF THE STATION.
 JH0757'
 JH0757'REFERENCE MARK 1891, IS FLUSH WITH THE GROUND AND
 JH0757'IS 1584 FEET (SLOPE DIST.) NORTHWEST OF THE STATION AND IS 2
 JH0757'FEET NORTH OF A FENCE CORNER.
 JH0757'
 JH0757'THE AZIMUTH MARK, 1933, PROJECTS 1 INCH AND IS
 JH0757'IN AN EAST-AND-WEST FENCE 0.2 MILE NORTH OF THE STATION.
 JH0757'IT IS 0.2 MILE EAST OF REFERENCE MARK, 1891.
 JH0757'
 JH0757'A FOUR-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 JH0757'
 JH0757'TO REACH THE STATION FROM SCOTT CITY GO NORTH ON U.S. HIGHWAY
 JH0757'83 23 MILES TO ELKADER.  THEN CONTINUE 8.1 MILES NORTH ON
 JH0757'THIS HIGHWAY TO AN UNGRADED ROAD LEADING WEST JUST NORTH OF A
 JH0757'GROUP OF FARM SHACKS.  GO WEST ON THIS UNGRADED ROAD 1.7
 JH0757'MILES TO A TRAIL LEADING SOUTH.  GO SOUTH ON THIS TRAIL 0.2
 JH0757'MILE TO TOP OF HILL AND STATION.
 JH0757
 JH0757                          STATION RECOVERY (1934)
 JH0757
 JH0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JH0757'ABOUT 15 MILES SOUTH OF OAKLEY, ON THE FIRST HIGH GROUND
 JH0757'ABOUT 7-1/2 MILES NORTH FROM THE SMOKY HILL RIVER, ABOUT
 JH0757'1-3/4 MILES WEST OF U.S. HIGHWAY 83.  IN THE SOUTHEAST CORNER
 JH0757'OF NE 1/4 SE 1/4 SE 1/4 NW 1/4 NW 1/4, SEC. 28, T. 13 S., R. 32 W.
 JH0757'
 JH0757'ANOTHER REFERENCE MARK WAS RECENTLY ESTABLISHED IN THE EAST
 JH0757'AND WEST FENCE LINE NORTH OF THE STATION, BUT OWING TO A SNOW
 JH0757'DRIFT IT WAS NOT FOUND.
 JH0757
 JH0757                          STATION RECOVERY (1950)
 JH0757
 JH0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JH0757'THE STATION MARK WAS RECOVERED AND IS IN GOOD
 JH0757'CONDITION.  REFERENCE MARK NO. 1 (1933) WAS DESTROYED AS
 JH0757'REQUESTED BY THE LAND OWNER.  NO DISTANCE OR DIRECTION WAS
 JH0757'TAKEN TO THE ORIGINAL REFERENCE MARK (1891) AND THE AZIMUTH MARK
 JH0757'(1933) AS THEY WERE NOT VISIBLE FROM THE STATION DUE TO A MILO
 JH0757'CROP.  THEY WILL BE TAKEN AT A LATER DATE WHEN THE STATION
 JH0757'IS REOCCUPIED FOR COMPLETION.  FOLLOWING IS A STATION
 JH0757'DESCRIPTION AND A NEW TO REACH.
 JH0757'
 JH0757'THE STATION IS LOCATED ABOUT 16 MILES SOUTH FROM OAKLEY AND
 JH0757'5-1/2 MILES NORTH OF SMOKEY HILL RIVER.  IT IS SITUATED ON
 JH0757'THE HIGHEST POINT OF A CULTIVATED FIELD AND IS ON LAND OWNED
 JH0757'BY MR. LAVERN STOLL WHO LIVES ABOUT 2-1/4 MILES NORTH OF THE
 JH0757'STATION.  IT IS STAMPED MONUMENT 1891 AND IS 12 INCHES BELOW
 JH0757'THE SURFACE OF THE GROUND.
 JH0757'
 JH0757'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 JH0757'40 AND 83 AT SOUTH EDGE OF OAKLEY, GO SOUTH ON U.S. HIGHWAY
 JH0757'83 FOR 15.0 MILES TO A CROSSROAD JUST NORTH OF TWO WINDMILLS,
 JH0757'TURN RIGHT ON A DIRT ROAD AND GO WESTERLY FOR 1.7 MILES TO
 JH0757'THE AZIMUTH MARK.  THENCE PACK SOUTHERLY FOR ABOUT 0.2 MILE
 JH0757'TO THE HIGHEST POINT OF HILL AND THE STATION AS DESCRIBED.
 JH0757
 JH0757                          STATION RECOVERY (1951)
 JH0757
 JH0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 JH0757'THE STATION, THE 1891 REFERENCE MARK AND THE AZIMUTH MARK
 JH0757'WERE RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK NO.
 JH0757'1 WAS REMOVED AS REQUESTED AND A NEW MARK, REFERENCE MARK
 JH0757'NO. 3, WAS ESTABLISHED BY THIS PARTY.  FOLLOWING IS A NEW
 JH0757'AND COMPLETE DESCRIPTION.
 JH0757'
 JH0757'THE STATION IS LOCATED ABOUT 16 MILES SOUTH FROM OAKLEY AND
 JH0757'IS ON THE HIGHEST POINT OF A CULTIVATED HILL.  THE STATION
 JH0757'SITE IS NOW OWNED BY MR. LAVERN STROLL.  THE STATION IS MARKED
 JH0757'WITH A STANDARD DISK, STAMPED MONUMENT 1891, AND IS 15 INCHES
 JH0757'BELOW THE SURFACE OF THE GROUND.
 JH0757'
 JH0757'THE ORIGINAL REFERENCE MARK IS LOCATED 5 FEET WEST OF A FENCE
 JH0757'CORNER AND 32 FEET NORTH FROM THE CENTER OF THE ROAD.  IT
 JH0757'IS STAMPED MONUMENT 1891 AND IS 8 INCHES BELOW THE SURFACE
 JH0757'OF THE GROUND.
 JH0757'
 JH0757'REFERENCE MARK NO. 3 IS SET IN THE FENCE LINE, 28 FEET NORTH
 JH0757'FROM THE CENTER OF THE ROAD.  IT IS STAMPED MONUMENT NO 3
 JH0757'1951 AND IS SET FLUSH WITH THE GROUND.
 JH0757'
 JH0757'THE AZIMUTH MARK IS LOCATED 24 FEET NORTH FROM THE CENTER
 JH0757'OF THE ROAD AND 4 FEET SOUTH OF THE FENCE LINE.  IT IS A
 JH0757'STANDARD REFERENCE MARK DISK, STAMPED MONUMENT 1891 1933
 JH0757'AZIMUTH, AND IS FLUSH WITH THE GROUND.
 JH0757'
 JH0757'THE DISTANCE BETWEEN THE AZIMUTH MARK AND REFERENCE MARK
 JH0757'NO. 3 IS 137.8 FEET.
 JH0757'
 JH0757'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 83
 JH0757'AND 40 AT THE SOUTH EDGE OF OAKLEY, GO SOUTH ON U.S. HIGHWAY
 JH0757'83 FOR 15.1 MILES TO A CROSSROAD JUST NORTH OF TWO WINDMILLS,
 JH0757'TURN RIGHT AND GO WEST ON A GRADED ROAD FOR 1.75 MILES TO
 JH0757'THE AZIMUTH MARK ON THE RIGHT.  FROM THIS POINT PACK SOUTHERLY
 JH0757'FOR 0.2 MILE TO THE SUMMIT OF THE HILL AND THE STATION AS
 JH0757'DESCRIBED.  THIS LAST MILEAGE CAN BE DRIVEN IN DRY WEATHER
 JH0757'AND WHEN THE FIELD IS NOT IN CULTIVATION.  FROM THE AZIMUTH
 JH0757'MARK CONTINUE WEST FOR 0.2 MILE TO THE 1891 REFERENCE MARK
 JH0757'ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1025 ***********************************************************************
 HH1025  DESIGNATION -  MOODY
 HH1025  PID         -  HH1025
 HH1025  STATE/COUNTY-  KS/FINNEY
 HH1025  USGS QUAD   -  GARDEN CITY SW (1974)
 HH1025
 HH1025                         *CURRENT SURVEY CONTROL
 HH1025  ___________________________________________________________________
 HH1025* NAD 83(1997)-  37 52 23.62427(N)    100 57 27.02760(W)     ADJUSTED  
 HH1025* NAVD 88     -       901.4    (meters)    2957.     (feet)  VERTCON   
 HH1025  ___________________________________________________________________
 HH1025  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 HH1025  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 HH1025
 HH1025  HORZ ORDER  -  FIRST
 HH1025
 HH1025.The horizontal coordinates were established by classical geodetic methods
 HH1025.and adjusted by the National Geodetic Survey in October 1998..
 HH1025
 HH1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH1025
 HH1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1025
 HH1025.The geoid height was determined by GEOID03.
 HH1025
 HH1025;                    North         East     Units Scale Factor Converg.
 HH1025;SPC KS S     -   536,759.148   183,818.837   MT  0.99993622   -1 30 36.7
 HH1025;UTM  14      - 4,193,555.619   327,832.295   MT  0.99996510   -1 12 07.3
 HH1025
 HH1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1025!SPC KS S     -   0.99986259  x   0.99993622  =   0.99979882
 HH1025!UTM  14      -   0.99986259  x   0.99996510  =   0.99982770
 HH1025
 HH1025:                Primary Azimuth Mark                     Grid Az
 HH1025:SPC KS S     -  GARDEN CITY ST MARYS CH SPIRE            033 58 08.5
 HH1025:UTM  14      -  GARDEN CITY ST MARYS CH SPIRE            033 39 39.1
 HH1025
 HH1025|---------------------------------------------------------------------|
 HH1025| PID    Reference Object                     Distance      Geod. Az  |
 HH1025|                                                           dddmmss.s |
 HH1025| HH1027 GARDEN CITY ST MARYS CH SPIRE       APPROX.12.7 KM 0322731.8 |
 HH1025| HH1013 GARDEN CITY GARFIELD SCH BELFR      APPROX.13.2 KM 0332306.7 |
 HH1025| HH1030 GARDEN CITY MUN STANDPIPE           APPROX.12.2 KM 0340038.7 |
 HH1025| HH1017 GARDEN CITY WINDSOR HOTEL CUP       APPROX.12.9 KM 0345232.2 |
 HH1025| HH1012 GARDEN CITY MUNI APT BEACON         APPROX.15.8 KM 0515754.0 |
 HH1025| CK9466 MOODY RM 1                           24.902 METERS 14958     |
 HH1025| CK9465 MOODY AZ MK                                        1974102.5 |
 HH1025| CK9467 MOODY RM 2                           18.703 METERS 24455     |
 HH1025| HH1031 HOLCOMB                             APPROX.10.4 KM 3400541.9 |
 HH1025|---------------------------------------------------------------------|
 HH1025
 HH1025                          SUPERSEDED SURVEY CONTROL
 HH1025
 HH1025  NAD 83(1997)-  37 52 23.62927(N)    100 57 27.02439(W) AD(       ) 1
 HH1025  NAD 83(1986)-  37 52 23.62870(N)    100 57 27.02560(W) AD(       ) 1
 HH1025  NAD 27      -  37 52 23.54081(N)    100 57 25.42438(W) AD(       ) 1
 HH1025  NGVD 29 (07/19/86)  901.0    (m)         2956.     (f) VERT ANG       
 HH1025
 HH1025.Superseded values are not recommended for survey control.
 HH1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1025.See file dsdata.txt to determine how the superseded data were derived.
 HH1025
 HH1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2783293556(NAD 83)
 HH1025_MARKER: DS = TRIANGULATION STATION DISK
 HH1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH1025
 HH1025  HISTORY     - Date     Condition        Report By
 HH1025  HISTORY     - 1933     MONUMENTED       CGS
 HH1025  HISTORY     - 1945     GOOD             CGS
 HH1025  HISTORY     - 1958     GOOD             USGS
 HH1025  HISTORY     - 1964     GOOD             CGS
 HH1025
 HH1025                          STATION DESCRIPTION
 HH1025
 HH1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 HH1025'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF GARDEN CITY ON
 HH1025'A PROMINENT SAND HILL WHICH HAS A LARGE BARREN BLOWOUT ON ITS
 HH1025'NORTH SIDE.  THE STATION IS ON PASTURE LAND OWNED BY ERNEST
 HH1025'C. MOODY AND IS NEAR THE NORTHEAST CORNER, SEC. 20, T. 25 S., R.
 HH1025'33 W.
 HH1025'
 HH1025'THE STATION MARK PROJECTS 3 INCHES AND IS ON THE TOP OF A SAND
 HH1025'HILL WHICH IS THE HIGHEST ONE IN THE VICINITY.  THE MARK IS
 HH1025'50 YARDS SOUTH OF THE EDGE OF THE BLOWOUT WHICH IS ON THE NORTH
 HH1025'SIDE OF THE HILL.
 HH1025'
 HH1025'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND IS 81.70 FEET
 HH1025'SOUTHEAST OF THE STATION.
 HH1025'
 HH1025'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND IS 61.36 FEET
 HH1025'SOUTHWEST OF THE STATION.
 HH1025'
 HH1025'THE AZIMUTH MARK PROJECTS 2 INCHES AND IS IN AN EAST-AND-WEST
 HH1025'FENCE LINE.  IT IS 0.75 MILE SOUTH-SOUTHWEST OF THE STATION AND
 HH1025'0.2 MILE WEST OF A FENCE CORNER WHICH IS 0.15 MILE NORTH OF A
 HH1025'WINDMILL WHICH IS NEAR THE SOUTHWEST CORNER OF SECTION 20.
 HH1025'
 HH1025'A 16-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 HH1025'
 HH1025'TO REACH THE STATION FROM GARDEN CITY GO SOUTH 6.5 MILES ON
 HH1025'U.S. HIGHWAY 83 FROM THE INTERSECTION OF U.S. HIGHWAYS 83 AND
 HH1025'50 S. IN GARDEN CITY TO A FILLING STATION AND ROAD FORKS, U.S.
 HH1025'HIGHWAY 83 TURNS EAST AT THIS POINT.  TAKE RIGHT FORK (DIRT
 HH1025'ROAD) AND GO 0.9 MILE SOUTH TO A DIRT ROAD TO THE WEST.  GO
 HH1025'WEST 1.7 MILES TO SCHOOLHOUSE.  FOLLOW ROAD AROUND NORTH SIDE OF
 HH1025'SCHOOLHOUSE AND CONTINUE WEST ON SANDY ROAD 2.4 MILES TO A WIRE
 HH1025'GATE ON NORTH SIDE OF ROAD.  GO NORTH FROM THIS POINT 0.15
 HH1025'MILE THROUGH GATE NEAR WINDMILL AND CONTINUE NORTH ON WEST
 HH1025'SIDE OF FENCE RUNNING NORTH FROM WINDMILL 0.15 MILE TO A
 HH1025'FENCE CORNER.  THEN CONTINUE 1.2 MILES NORTHEAST ACROSS THE
 HH1025'PASTURE TO THE TOP OF HIGHEST SAND HILL AND STATION.
 HH1025'
 HH1025'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 HH1025'DESCRIBED.
 HH1025
 HH1025                          STATION RECOVERY (1945)
 HH1025
 HH1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (WB)
 HH1025'RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE.  DISTANCES TO
 HH1025'REFERENCE MARKS VERIFIED AS CORRECT.
 HH1025
 HH1025                          STATION RECOVERY (1958)
 HH1025
 HH1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HH1025'STATION RECOVERED IN GOOD CONDITION.
 HH1025'
 HH1025'BOTH REFERENCE MARKS ARE IN GOOD CONDITION BUT COVERED BY A FOOT
 HH1025'OF SAND.
 HH1025'
 HH1025'STATION IS 8 MILES SW OF T 25 S, R 33 W, NEAR SOUTHEAST CORNER
 HH1025'OF SECTION 17, ABOUT 252 FEET WEST OF SECTION LINE FENCE AND
 HH1025'16.7 NORTH OF PARTIALLY BURIED SECTION LINE FENCE ACROSS TOP
 HH1025'OF LARGE SAND HILL, STATION HAS BEEN COVERED BY 3.2 FEET OF SAND.
 HH1025'AN 8 FOOT HEDGE POST WAS SET DIRECTLY ON TOP OF STATION.
 HH1025'
 HH1025'THE AZIMUTH MARK HAS BEEN ERODED OUT AND WAS FOUND LYING ON THE
 HH1025'GROUND.
 HH1025
 HH1025                          STATION RECOVERY (1964)
 HH1025
 HH1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HH1025'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 HH1025'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS
 HH1025'BELIEVED TO HAVE BEEN DESTROYED BECAUSE OF SHIFTING SAND.  THE
 HH1025'STATION WAS NOT OCCUPIED AT THIS TIME AND THE DISTANCES TO THE
 HH1025'REFERENCE MARKS WERE NOT VERIFIED.
 HH1025'
 HH1025'THE STATION MARK IS ABOUT 5 FEET UNDERGROUND AND HAS A ROUND
 HH1025'POST SET ON TOP OF IT.  THE POST PROJECTS 5 FEET ABOVE THE
 HH1025'GROUND.  A METAL WITNESS POST IS SET IN THE EAST-WEST FENCE
 HH1025'17 FEET SOUTH OF THE STATION.
 HH1025'
 HH1025'REFERENCE MARK 1 IS ABOUT 12 INCHES UNDERGROUND AND HAS A
 HH1025'METAL WITNESS POST SET ON THE WEST SIDE OF THE MARK.
 HH1025'
 HH1025'REFERENCE MARK 2 IS ABOUT 18 INCHES UNDERGROUND AND HAS A METAL
 HH1025'WITNESS POST SET ON THE WEST SIDE OF THE MARK.
 HH1025'
 HH1025'NOTE--STATION IS ON PROPERTY OF MR. MOODY, WHO LIVES AT 302
 HH1025'SECOND ST., GARDEN CITY, KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1495 ***********************************************************************
 JF1495  DESIGNATION -  MOON
 JF1495  PID         -  JF1495
 JF1495  STATE/COUNTY-  KS/DICKINSON
 JF1495  USGS QUAD   -  ABILENE (1979)
 JF1495
 JF1495                         *CURRENT SURVEY CONTROL
 JF1495  ___________________________________________________________________
 JF1495* NAD 83(1997)-  38 58 25.12520(N)    097 08 11.61462(W)     ADJUSTED  
 JF1495* NAVD 88     -       387.7    (meters)    1272.     (feet)  VERTCON   
 JF1495  ___________________________________________________________________
 JF1495  LAPLACE CORR-          -8.24  (seconds)                    DEFLEC99
 JF1495  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 JF1495
 JF1495  HORZ ORDER  -  SECOND
 JF1495
 JF1495.The horizontal coordinates were established by classical geodetic methods
 JF1495.and adjusted by the National Geodetic Survey in October 1998..
 JF1495
 JF1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1495
 JF1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1495
 JF1495.The geoid height was determined by GEOID03.
 JF1495
 JF1495;                    North         East     Units Scale Factor Converg.
 JF1495;SPC KS N     -    71,438.222   474,820.982   MT  0.99996848   +0 32 46.7
 JF1495;UTM  14      - 4,315,503.408   661,424.420   MT  0.99992087   +1 10 20.2
 JF1495
 JF1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1495!SPC KS N     -   0.99994371  x   0.99996848  =   0.99991219
 JF1495!UTM  14      -   0.99994371  x   0.99992087  =   0.99986458
 JF1495
 JF1495|---------------------------------------------------------------------|
 JF1495| PID    Reference Object                     Distance      Geod. Az  |
 JF1495|                                                           dddmmss.s |
 JF1495| AI1696 MOON RM 1                            10.176 METERS 00105     |
 JF1495| AI1698 MOON RM 3                            11.097 METERS 00134     |
 JF1495| AI1697 MOON RM 2                            14.726 METERS 09042     |
 JF1495| JF1494 ABILENE EAST MUN TANK               APPROX. 8.2 KM 2321501.4 |
 JF1495| JF1492 ABILENE WEST MUN TANK               APPROX.11.0 KM 2361429.4 |
 JF1495| JF1499 ABILENE RAD STA KABI MAST           APPROX.10.7 KM 2424028.4 |
 JF1495| JF1498 ABILENE VUMORE CO MICROWAVE         APPROX. 6.3 KM 2555607.3 |
 JF1495| AI1699 MOON AZ MK                                         2705045.8 |
 JF1495|---------------------------------------------------------------------|
 JF1495
 JF1495                          SUPERSEDED SURVEY CONTROL
 JF1495
 JF1495  NAD 83(1986)-  38 58 25.13277(N)    097 08 11.61449(W) AD(       ) 2
 JF1495  NAD 27      -  38 58 25.13810(N)    097 08 10.55320(W) AD(       ) 2
 JF1495  NGVD 29 (07/19/86)  387.6    (m)         1272.     (f) VERT ANG       
 JF1495
 JF1495.Superseded values are not recommended for survey control.
 JF1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1495.See file dsdata.txt to determine how the superseded data were derived.
 JF1495
 JF1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ6142415503(NAD 83)
 JF1495_MARKER: DS = TRIANGULATION STATION DISK
 JF1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1495_STAMPING: MOON 1961
 JF1495_MARK LOGO: CGS   
 JF1495_PROJECTION: RECESSED 5 CENTIMETERS
 JF1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1495+STABILITY: SURFACE MOTION
 JF1495
 JF1495  HISTORY     - Date     Condition        Report By
 JF1495  HISTORY     - 1961     MONUMENTED       CGS
 JF1495  HISTORY     - 1968     GOOD             CGS
 JF1495  HISTORY     - 1970     GOOD             NGS
 JF1495  HISTORY     - 19860611 GOOD             NGS
 JF1495
 JF1495                          STATION DESCRIPTION
 JF1495
 JF1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF1495'THE STATION IS LOCATED ABOUT 6 MILES WEST OF CHAPMAN, 2 MILES
 JF1495'NORTH OF INTERSTATE HIGHWAY 70, AT THE TOP OF A LOW HILL IN THE
 JF1495'NORTHEAST 1/4 SECTION OF S 31, R 3 E, T 12 S.
 JF1495'
 JF1495'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ABILENE,
 JF1495'DRIVE NORTH ON BUCKEYE AVENUE AND STATE HIGHWAY 15 FOR 1.55
 JF1495'MILES TO THE OVERPASS AND INTERSTATE HIGHWAY 70, TURN RIGHT,
 JF1495'EAST, ON INTERSTATE HIGHWAY 70 AND GO 2.5 MILES TO A RAMP,
 JF1495'LEAVING INTERSTATE HIGHWAY 70, BEAR RIGHT, UP RAMP, FOR 0.15 MILE
 JF1495'TO A NORTH-SOUTH ROAD, TURN LEFT, NORTH, AND GO 2.0 MILES TO A
 JF1495'ROAD RIGHT, TURN RIGHT, EAST, FOR 1.0 MILE TO A ROAD RIGHT,
 JF1495'CONTINUE EAST ON BLADED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK
 JF1495'ON THE LEFT, NORTH, SIDE OF THE ROAD, CONTINUE EAST FOR 0.35
 JF1495'MILES TO THE CREST OF THE HILL AND THE STATION.
 JF1495'
 JF1495'THE STATION MARK, A STANDARD DISK STAMPED MOON 1961, IS SET
 JF1495'IN THE TOP OF A CONCRETE MONUMENT THAT IS 10-INCHES SQUARE AT
 JF1495'THE TOP AND IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS
 JF1495'18 FEET SOUTH OF THE CENTER OF THE ROAD AND AT ABOUT THE SAME
 JF1495'ELEVATION AS THE ROAD.
 JF1495'
 JF1495'REFERENCE MARK 1, A STANDARD DISK STAMPED MOON NO 1 1961, IS
 JF1495'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10-INCH SQUARE AT
 JF1495'THE TOP AND IS FLUSH WITH THE GROUND.  IT IS UNDER RURAL
 JF1495'TELEPHONE LINE, 15 FEET NORTH OF THE CENTER OF THE ROAD AND AT
 JF1495'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 JF1495'
 JF1495'REFERENCE MARK 2, A STANDARD DISK STAMPED MOON NO 2 1961, IS
 JF1495'SET IN THE TOP OF A CONCRETE MONUMENT THAT 10-INCHES SQUARE AT
 JF1495'THE TOP AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 JF1495'16 FEET SOUTH OF THE CENTER OF THE ROAD AND ABOUT THE SAME
 JF1495'ELEVATION AS THE STATION MARK.
 JF1495'
 JF1495'THE AZIMUTH MARK, A STANDARD DISK STAMPED MOON 1961, IS SET
 JF1495'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JF1495'2 INCHES ABOVE THE GROUND.  IT IS UNDER A RURAL TELEPHONE,
 JF1495'18.8 FEET NORTH OF THE CENTER OF THE ROAD, 1.9 FEET SOUTHWEST OF
 JF1495'A METAL WITNESS POST WITH SIGN, AND 1.6 FEET EAST OF A TELEPHONE
 JF1495'POLE.
 JF1495
 JF1495                          STATION RECOVERY (1968)
 JF1495
 JF1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1495'STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 JF1495'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 JF1495'HAD BEEN RUN OVER BY FARM MACHINERY BUT APPEARED TO BE SOLID.
 JF1495'REFERENCE MARK NO. 1 WAS DESTROYED WHEN ROAD WAS REPAIRED ON THE
 JF1495'NORTH RIGHT-OF-WAY.  DISTANCE TO REFERENCE MARK NO. 2 FAILED TO
 JF1495'CHECK BY -0.05 FEET AND THE DIRECTION FAILED TO CHECK BY 6
 JF1495'MINUTES AND 43 SECONDS.
 JF1495'
 JF1495'REFERENCE MARK NO. 3 WAS SET.
 JF1495'
 JF1495'FOLLOWING IS A NEW DESCRIPTION.
 JF1495'
 JF1495'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 JF1495'70 AND STATE HIGHWAY 15 AT THE NORTH SIDE OF ABILENE, GO EAST
 JF1495'ON INTERSTATE 70 FOR 2.35 MILES TO A RAMP LEAVING THE INTERSTATE.
 JF1495'BEAR RIGHT UP RAMP FOR 0.2 MILE TO A NORTH-SOUTH ROAD.  TURN
 JF1495'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 2.1 MILES TO A SIDE
 JF1495'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON A BLADED ROAD
 JF1495'FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE EAST ON
 JF1495'THE BLADED ROAD 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JF1495'CONTINUE EAST ON THE BLADED ROAD FOR 0.4 MILE TO THE STATION
 JF1495'ON THE RIGHT.
 JF1495'
 JF1495'STATION MARK, A STANDARD DISK STAMPED MOON 1961, IS SET IN THE
 JF1495'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 JF1495'OF THE GROUND.  IT IS 16 FEET SOUTH OF THE CENTER OF A DIRT
 JF1495'ROAD AND 0.5 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 JF1495'MARK WAS NOT INSPECTED.
 JF1495'
 JF1495'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MOON NO. 2 1961,
 JF1495'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 JF1495'WITH THE SURFACE OF THE GROUND.  IT IS 16 FEET SOUTH OF THE
 JF1495'CENTER OF THE DIRT ROAD.
 JF1495'
 JF1495'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MOON 1961 NO. 3
 JF1495'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JF1495'2 INCHES.  IT IS 20.5 FEET NORTH OF THE CENTER OF THE DIRT ROAD
 JF1495'AND 1.5 FEET WEST OF A METAL WITNESS POST.
 JF1495'
 JF1495'AZIMUTH MARK, A STANDARD DISK STAMPED MOON 1961, IS SET IN THE
 JF1495'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 JF1495'OF THE GROUND.  IT IS 19 FEET NORTH OF THE CENTER OF THE DIRT
 JF1495'ROAD, 2 FEET SOUTHWEST OF A METAL WITNESS POST AND 1.5 FEET EAST
 JF1495'OF A TELEPHONE POLE.
 JF1495'
 JF1495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5
 JF1495'MILES NORTHEAST OF ABILENE.
 JF1495
 JF1495                          STATION RECOVERY (1970)
 JF1495
 JF1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1495'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 JF1495'WERE FOUND TO BE IN GOOD CONDITION.  ALL MEASUREMENTS WERE
 JF1495'CONFIRMED.  THE 1968 DESCRIPTION IS ENTIRELY ADEQUATE.
 JF1495
 JF1495                          STATION RECOVERY (1986)
 JF1495
 JF1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 JF1495'SURFACE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 JF1495'RECOVERED.  REFERENCE MARK 3 WAS NOT FOUND AND WAS PROBABLY GRADED OUT
 JF1495'WHEN A WATERWAY WAS BUILT AT THE MARKS LOCATION.  THE AZIMUTH MARK
 JF1495'APPEARS TO BE SLIGHTLY TIPPED BUT WAS SOLID IN THE GROUND.  THE
 JF1495'DIRECTION TO LANDMARKS AND THE AZIMUTH MARK WERE WITHIN ACCEPTABLE
 JF1495'LIMITS.  THE DIRECTION TO REFERENCE MARK 2 AGREED WITH 1970 DATA AND
 JF1495'THE DISTANCE WAS 0.019 M (0.062 FT) SHORTER.  REFERENCE MARK 4 WAS
 JF1495'ESTABLISHED AND A POSITION WAS DETERMINED FOR THE AZIMUTH MARK.  THE
 JF1495'UNDERGROUND MARK WAS NOT INSPECTED.  A NEW DESCRIPTION FOLLOWS.  THE
 JF1495'STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) WEST OF CHAPMAN, 8.8 KM
 JF1495'(5.45 MI) NORTHEAST OF ABILENE, ON THE SOUTH RIGHT-OF-WAY OF A GRADED
 JF1495'COUNTY ROAD AND IN THE NE1/4, SEC31, R3E, T12S.  OWNERSHIP--DICKINSON
 JF1495'COUNTY KS.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15
 JF1495'AND INTERSTATE HIGHWAY 70, AT ABILENE, GO EAST ON THE INTERSTATE FOR
 JF1495'3.86 KM (2.40 MI) TO AN EXIT.  EXIT THE INTERSTATE, TURN LEFT, AND GO
 JF1495'NORTH FOR 3.38 KM (2.10 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO
 JF1495'EAST ON A GRADED ROAD FOR 2.01 KM (1.25 MI) TO THE AZIMUTH MARK ON THE
 JF1495'LEFT, ATOP A LOW HILL.  CONTINUE EAST FOR 0.56 KM (0.35 MI) TO THE
 JF1495'STATION ON THE RIGHT, ATOP THE CREST OF A HILL AND ACROSS THE ROAD
 JF1495'FROM THE EAST END OF A GRASSY WATERWAY.  THE STATION IS A STANDARD CGS
 JF1495'DISK STAMPED---MOON 1961---, SET INTO THE TOP OF A SQUARE CONCRETE
 JF1495'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, RECESSED 2 INCHES (5 CM)
 JF1495'BELOW THE GROUND.  THE STATION IS LOCATED 34.69 METERS (113.81 FT)
 JF1495'EAST-SOUTHEAST FROM A BURIED CABLE JUNCTION BOX AND POLE, 5.18 METERS
 JF1495'(16.99 FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 1.31 METERS (4.30
 JF1495'FT) EAST FROM A METAL WITNESS POST, 0.67 METERS (2.20 FT) WEST FROM A
 JF1495'CARSONITE WITNESS POST.  REFERENCE MARK NO 2 IS A STANDARD CGS DISK
 JF1495'STAMPED---MOON NO 2 1961---, SET INTO THE TOP OF A SQUARE CONCRETE
 JF1495'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, RECESSED 2 INCHES (5 CM)
 JF1495'BELOW THE GROUND.  THE STATION IS LOCATED 5.18 METERS (16.99 FT) SOUTH
 JF1495'FROM THE CENTERLINE OF THE ROAD, 14.25 METERS (46.75 FT) EAST FROM THE
 JF1495'CARSONITE WITNESS POST AT THE STATION, 0.46 METERS (1.51 FT) WEST FROM
 JF1495'A WITNESS POST, AND 0.6 METERS (2.0 FT) BELOW THE STATION.  REFERENCE
 JF1495'MARK NO 4 IS A STANDARD NGS DISK STAMPED---MOON 1961 NO 4 1986---, SET
 JF1495'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN
 JF1495'DIAMETER, PROJECTING, 06 INCHES, 005 CM ABOVE THE GROUND.  THE STATION
 JF1495'IS LOCATED 37.95 METERS (124.51 FT) EAST FROM THE CABLE BOX AND POLE,
 JF1495'9.69 METERS (31.79 FT) NORTH-NORTHEAST FROM THE CARSONITE WITNESS POST
 JF1495'AT THE STATION, 4.27 METERS (14.01 FT) NORTH FROM THE CENTERLINE OF
 JF1495'THE ROAD, 0.36 METERS (1.18 FT) WEST FROM A WITNESS POST, AND 0.3
 JF1495'METERS (1.0 FT) ABOVE THE STATION.  AZIMUTH MARK NO 1 IS A STANDARD
 JF1495'CGS DISK STAMPED---MOON 1961---, SET INTO THE TOP OF A SQUARE CONCRETE
 JF1495'MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH WITH GROUND.  THE
 JF1495'STATION IS LOCATED 6.10 METERS (20.01 FT) NORTH FROM THE CENTERLINE OF
 JF1495'THE ROAD, 0.30 METERS (0.98 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1457 ***********************************************************************
 HF1457  DESIGNATION -  MOORE
 HF1457  PID         -  HF1457
 HF1457  STATE/COUNTY-  KS/KINGMAN
 HF1457  USGS QUAD   -  MURDOCK (1965)
 HF1457
 HF1457                         *CURRENT SURVEY CONTROL
 HF1457  ___________________________________________________________________
 HF1457* NAD 83(1997)-  37 33 05.48773(N)    097 56 22.19338(W)     ADJUSTED  
 HF1457* NAVD 88     -       468.     (meters)    1535.     (feet)  SCALED    
 HF1457  ___________________________________________________________________
 HF1457  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 HF1457  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 HF1457
 HF1457  HORZ ORDER  -  THIRD
 HF1457
 HF1457.The horizontal coordinates were established by classical geodetic methods
 HF1457.and adjusted by the National Geodetic Survey in October 1998..
 HF1457
 HF1457.The orthometric height was scaled from a topographic map.
 HF1457
 HF1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1457
 HF1457.The geoid height was determined by GEOID03.
 HF1457
 HF1457;                    North         East     Units Scale Factor Converg.
 HF1457;SPC KS S     -   498,354.475   449,526.082   MT  0.99995621   +0 20 40.0
 HF1457;UTM  14      - 4,156,586.019   593,674.778   MT  0.99970808   +0 38 47.0
 HF1457
 HF1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1457!SPC KS S     -   0.99993100  x   0.99995621  =   0.99988721
 HF1457!UTM  14      -   0.99993100  x   0.99970808  =   0.99963910
 HF1457
 HF1457:                Primary Azimuth Mark                     Grid Az
 HF1457:SPC KS S     -  MURDOCK GENERAL MILLS ELEVATOR           006 13 52.4
 HF1457:UTM  14      -  MURDOCK GENERAL MILLS ELEVATOR           005 55 45.4
 HF1457
 HF1457|---------------------------------------------------------------------|
 HF1457| PID    Reference Object                     Distance      Geod. Az  |
 HF1457|                                                           dddmmss.s |
 HF1457| HF1452 MURDOCK GENERAL MILLS ELEVATOR      APPROX. 6.4 KM 0063432.4 |
 HF1457| CL4937 MOORE AZ MK                                        0122859.0 |
 HF1457| CL4938 MOORE RM 1                           27.060 METERS 15022     |
 HF1457| HF1453 BELMONT COOP GRAIN ELEVATOR         APPROX. 5.2 KM 2343813.5 |
 HF1457| CL4939 MOORE RM 2                           17.333 METERS 26607     |
 HF1457|---------------------------------------------------------------------|
 HF1457
 HF1457                          SUPERSEDED SURVEY CONTROL
 HF1457
 HF1457  NAD 83(1997)-  37 33 05.49371(N)    097 56 22.19476(W) AD(       ) 3
 HF1457  NAD 83(1986)-  37 33 05.49591(N)    097 56 22.19105(W) AD(       ) 3
 HF1457  NAD 27      -  37 33 05.43937(N)    097 56 20.99144(W) AD(       ) 3
 HF1457
 HF1457.Superseded values are not recommended for survey control.
 HF1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1457.See file dsdata.txt to determine how the superseded data were derived.
 HF1457
 HF1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9367556586(NAD 83)
 HF1457_MARKER: DS = TRIANGULATION STATION DISK
 HF1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1457
 HF1457  HISTORY     - Date     Condition        Report By
 HF1457  HISTORY     - 1957     MONUMENTED       CGS
 HF1457
 HF1457                          STATION DESCRIPTION
 HF1457
 HF1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1457'THE STATION IS LOCATED IN A PASTURE NEAR A FENCE CORNER ON THE
 HF1457'TOP OF A ROLLING HILL, AIRLINE ABOUT 4 MILES SOUTH OF MURDOCK,
 HF1457'8 MILES NORTHWEST OF NORWICH, AND 11 MILES SOUTHEAST OF KINGMAN.
 HF1457'
 HF1457'TO REACH THE STATION FROM THE POST OFFICE IN NORWICH GO ABOUT
 HF1457'100 FEET WEST TO AN INTERSECTION.  TURN RIGHT AND GO NORTH
 HF1457'0.15 MILE TO A CROSS ROAD.  TURN LEFT AND GO WEST 4.7 MILES
 HF1457'TO A CROSS ROAD.  TURN RIGHT AND GO NORTH 6.1 MILES TO THE
 HF1457'FARMHOUSE OF C.M. MOORE ON THE LEFT.  TURN LEFT INTO THE
 HF1457'FARMYARD, PASS AROUND THE NORTH SIDE OF THE FARM BUILDINGS,
 HF1457'AND GO 0.1 MILE TO A WIRE GATE AT THE WEST SIDE OF A BARN.
 HF1457'PASS THROUGH THE GATE AND GO NORTH ON A DIM ROAD 0.2 MILE
 HF1457'TO A GATE.  PASS THROUGH THE GATE AND GO NORTHWEST UP A
 HF1457'GRASSY HILL 0.2 MILE TO A FENCE CORNER, A WITNESS POST, AND
 HF1457'THE STATION.
 HF1457'
 HF1457'THE STATION MARK IS A STANDARD DISK STAMPED MOORE 1957 SET
 HF1457'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HF1457'4 INCHES ABOVE THE GROUND.  IT IS 4 FEET NORTH OF A WITNESS
 HF1457'POST SET IN A FENCE LINE AND 15 FEET WEST-NORTHWEST OF A
 HF1457'FENCE CORNER.
 HF1457'
 HF1457'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MOORE NO
 HF1457'1 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HF1457'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 6 INCHES EAST
 HF1457'OF A FENCE LINE AND 1 FOOT LOWER THAN THE STATION.
 HF1457'
 HF1457'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MOORE NO 2 1957
 HF1457'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HF1457'4 INCHES ABOVE THE GROUND.  IT IS 6 INCHES NORTH OF A FENCE
 HF1457'LINE AND 1 FOOT LOWER THAN THE STATION.
 HF1457'
 HF1457'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF A NORTH-SOUTH
 HF1457'ROAD AND IS A STANDARD DISK STAMPED MOORE 1957 SET IN THE TOP
 HF1457'OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE
 HF1457'THE GROUND.  IT IS 2 FEET EAST OF A FENCE LINE, 28 FEET WEST
 HF1457'OF THE CENTERLINE OF THE ROAD, AND 2 FEET SOUTHEAST OF A GATE
 HF1457'POST.
 HF1457'
 HF1457'TO REACH THE AZIMUTH MARK FROM THE FARMHOUSE OF C.M. MOORE
 HF1457'MENTIONED ABOVE GO NORTH 0.9 MILE TO A CROSS ROAD.  KEEP
 HF1457'STRAIGHT AHEAD AND GO NORTH 0.2 MILE TO A FARMHOUSE ON THE
 HF1457'RIGHT AND A GATE AND THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0821 ***********************************************************************
 KG0821  DESIGNATION -  MOORE
 KG0821  PID         -  KG0821
 KG0821  STATE/COUNTY-  KS/NORTON
 KG0821  USGS QUAD   -  NORTON NE (1967)
 KG0821
 KG0821                         *CURRENT SURVEY CONTROL
 KG0821  ___________________________________________________________________
 KG0821* NAD 83(1997)-  39 58 18.85821(N)    099 47 40.68886(W)     ADJUSTED  
 KG0821* NAVD 88     -       734.     (meters)    2408.     (feet)  SCALED    
 KG0821  ___________________________________________________________________
 KG0821  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 KG0821  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 KG0821
 KG0821  HORZ ORDER  -  SECOND
 KG0821
 KG0821.The horizontal coordinates were established by classical geodetic methods
 KG0821.and adjusted by the National Geodetic Survey in October 1998..
 KG0821
 KG0821.The orthometric height was scaled from a topographic map.
 KG0821
 KG0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0821
 KG0821.The geoid height was determined by GEOID03.
 KG0821
 KG0821;                    North         East     Units Scale Factor Converg.
 KG0821;SPC KS N     -   183,429.407   246,690.851   MT  1.00003604   -1 08 07.8
 KG0821;SPC NE       -    15,407.540   517,544.235   MT  1.00001281   +0 08 09.9
 KG0821;UTM  14      - 4,424,941.268   432,141.952   MT  0.99965669   -0 30 37.8
 KG0821
 KG0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0821!SPC KS N     -   0.99988869  x   1.00003604  =   0.99992473
 KG0821!SPC NE       -   0.99988869  x   1.00001281  =   0.99990150
 KG0821!UTM  14      -   0.99988869  x   0.99965669  =   0.99954542
 KG0821
 KG0821|---------------------------------------------------------------------|
 KG0821| PID    Reference Object                     Distance      Geod. Az  |
 KG0821|                                                           dddmmss.s |
 KG0821| CO1863 MOORE RM 1                           29.068 METERS 05739     |
 KG0821| KG0809 ALMENA MUNICIPAL STANDPIPE          APPROX.12.3 KM 1412057.4 |
 KG0821| KG0828 NORTON REA WEST RADIO TOWER         APPROX.20.3 KM 2035412.8 |
 KG0821| CO1862 MOORE AZ MK                                        2731757.2 |
 KG0821| CO1864 MOORE RM 2                           24.709 METERS 29850     |
 KG0821|---------------------------------------------------------------------|
 KG0821
 KG0821                          SUPERSEDED SURVEY CONTROL
 KG0821
 KG0821  NAD 83(1997)-  39 58 18.85848(N)    099 47 40.68902(W) AD(       ) 2
 KG0821  NAD 83(1986)-  39 58 18.86259(N)    099 47 40.69146(W) AD(       ) 2
 KG0821  NAD 27      -  39 58 18.83800(N)    099 47 39.27000(W) AD(       ) 2
 KG0821
 KG0821.Superseded values are not recommended for survey control.
 KG0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0821.See file dsdata.txt to determine how the superseded data were derived.
 KG0821
 KG0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK3214224941(NAD 83)
 KG0821_MARKER: DS = TRIANGULATION STATION DISK
 KG0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0821
 KG0821  HISTORY     - Date     Condition        Report By
 KG0821  HISTORY     - 1950     MONUMENTED       CGS
 KG0821  HISTORY     - 1967     GOOD             CGS
 KG0821
 KG0821                          STATION DESCRIPTION
 KG0821
 KG0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0821'THE STATION IS LOCATED ABOUT 10.5 MILES NORTH-NORTHWEST OF NORTON,
 KG0821'7.0 MILES NORTHWEST OF ALMENA, 2.0 MILES SOUTH OF THE
 KG0821'KANSAS-NEBRASKA STATE LINE AND ON THE HIGHEST PART OF RIDGE IN
 KG0821'THE YARD SOUTH OF FARM HOME.  IT IS 55.0 FEET SOUTH-SOUTHEAST
 KG0821'OF FENCE CORNER IN THE SOUTHWEST ANGLE OF FARMYARD, 27.5 FEET
 KG0821'SOUTH OF DRIVEWAY AND 12.5 FEET NORTH OF A BROODER HOUSE.  IT
 KG0821'IS STAMPED MOORE 1950 AND SET FLUSH WITH THE SURFACE OF THE
 KG0821'GROUND.
 KG0821'
 KG0821'REFERENCE MARK NO. 1 IS 14.5 FEET NORTH OF DRIVEWAY, 6.3 FEET
 KG0821'WEST OF CORNER POST IN THE SOUTHEAST CORNER OF FARMYARD AND 1.0
 KG0821'FOOT SOUTH OF FENCE LINE.  IT IS STAMPED MOORE NO 1 1950 AND
 KG0821'PROJECTS 2 INCHES.
 KG0821'
 KG0821'REFERENCE MARK NO. 2 IS 12.5 FEET NORTH OF DRIVEWAY.  IT IS
 KG0821'STAMPED MOORE NO 2 1950 AND PROJECTS 2 INCHES.
 KG0821'
 KG0821'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 151.98 FEET.
 KG0821'
 KG0821'THE AZIMUTH MARK IS 26.0 FEET NORTH OF A DIRT ROAD, 1.5 FEET
 KG0821'SOUTH OF A FENCE LINE AND 1.5 FEET EAST OF A WITNESS POST.  IT
 KG0821'IS STAMPED MOORE 1950 AND PROJECTS 5 INCHES.
 KG0821'
 KG0821'TO REACH THE STATION FROM THE MAIN CROSS STREETS WITH THE POST
 KG0821'OFFICE IN THE SOUTHEAST ANGLE IN ALMENA, TURN LEFT AND GO WEST
 KG0821'FOR 0.75 MILE TO CROSSROAD.  TURN RIGHT AND GO NORTH FOR 1.55
 KG0821'MILES TO CROSSROAD.  TURN LEFT AND GO WEST FOR 1.0 MILE TO
 KG0821'CROSSROAD.  TURN RIGHT AND GO NORTH FOR 1.0 MILE TO CROSSROAD.
 KG0821'TURN LEFT AND GO WEST FOR 1.0 MILE TO CROSSROAD.  TURN RIGHT AND
 KG0821'GO NORTH FOR 1.0 MILE TO CROSSROAD.  TURN LEFT AND GO WEST FOR
 KG0821'2.0 MILES TO CROSSROAD.  TURN RIGHT AND GO NORTH FOR 1.95
 KG0821'MILES TO DRIVEWAY ON THE RIGHT.  TURN RIGHT INTO DRIVEWAY AND
 KG0821'THE STATION ON THE RIGHT AS DESCRIBED.
 KG0821'
 KG0821'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.05
 KG0821'MILE TO CROSSROAD, TURN LEFT AND GO WEST FOR 0.6 MILE TO THE
 KG0821'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KG0821'
 KG0821'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KG0821
 KG0821                          STATION RECOVERY (1967)
 KG0821
 KG0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KG0821'AT THE REQUEST OF THE PROPERTY OWNER THE STATION MARK WAS
 KG0821'LOWERED BELOW PLOW DEPTH.  REFERENCE MARK NO. 1, REFERENCE MARK
 KG0821'NO. 2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 KG0821'CONDITION.
 KG0821'
 KG0821'FOLLOWING IS A NEW DESCRIPTION.
 KG0821'
 KG0821'TO REACH THE STATION FROM THE MAIN CROSSROAD WITH THE POST OFFICE
 KG0821'IN THE SOUTHEAST ANGLE IN ALMENA, GO WEST ON A GRAVELED ROAD FOR
 KG0821'0.75 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED
 KG0821'ROAD FOR 1.55 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 KG0821'GRAVELED ROAD 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 KG0821'ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND
 KG0821'GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN
 KG0821'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A
 KG0821'CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 2.0
 KG0821'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 KG0821'GRAVELED ROAD FOR 1.95 MILES TO A FARM ROAD ON THE RIGHT,
 KG0821'ABANDONED FARM BUILDINGS AND THE STATION ON THE RIGHT.  (TO
 KG0821'REACH THE AZIMUTH MARK FROM THE CROSSROAD JUST NORTH OF THE
 KG0821'STATION, GO WEST ON A GRAVELED ROAD FOR 0.6 MILE TO THE MARK
 KG0821'ON THE RIGHT.)
 KG0821'
 KG0821'STATION SURFACE MARK, A STANDARD DISK STAMPED MOORE 1950 1967,
 KG0821'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 14 INCHES
 KG0821'BELOW THE SURFACE OF THE GROUND.  IT IS 171.5 FEET EAST OF A
 KG0821'NORTH-SOUTH ROAD, 120.5 FEET SOUTHWEST OF WATER PUMP AT A
 KG0821'WINDMILL, 60 FEET SOUTH-SOUTHWEST OF A VENT PIPE AT THE WEST END
 KG0821'OF A STORM CELLAR, AND 21 FEET SOUTH OF THE CENTER OF THE OLD
 KG0821'FARM ROAD.  THE UNDERGROUND DISK IS STAMPED MOORE 1950, SET
 KG0821'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 KG0821'SURFACE OF THE GROUND.
 KG0821'
 KG0821'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MOORE NO. 1 1950,
 KG0821'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KG0821'THE SURFACE OF THE GROUND.  IT IS 44.5 FEET SOUTH-SOUTHEAST OF
 KG0821'THE WATER PUMP, 6 FEET WEST OF A CORNER POST AT THE SOUTHEAST
 KG0821'CORNER OF OLD FARMYARD, AND 1 FOOT SOUTH OF OLD YARD FENCE.
 KG0821'
 KG0821'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MOORE NO. 2 1950,
 KG0821'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KG0821'THE SURFACE OF THE GROUND.  IT IS 102 FEET EAST OF THE NORTH-SOUTH
 KG0821'ROAD, 19 FEET EAST OF A 10-INCH TREE, 9 FEET WEST-SOUTHWEST OF
 KG0821'AN 8-INCH TREE, AND ON AN EAST-WEST LINE WITH THE SOUTH LINE OF
 KG0821'TREES AT THE SOUTH EDGE OF OLD FARMYARD.
 KG0821'
 KG0821'AZIMUTH MARK, A STANDARD DISK STAMPED MOORE 1950, IS SET IN THE
 KG0821'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 KG0821'30 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 1 FOOT SOUTH
 KG0821'OF AN EAST-WEST FENCE, AND 1 FOOT EAST OF A METAL WITNESS POST.
 KG0821'
 KG0821'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES
 KG0821'NORTHWEST OF ALMENA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0672 ***********************************************************************
 HE0672  DESIGNATION -  MORAN
 HE0672  PID         -  HE0672
 HE0672  STATE/COUNTY-  KS/ALLEN
 HE0672  USGS QUAD   -  MORAN (1966)
 HE0672
 HE0672                         *CURRENT SURVEY CONTROL
 HE0672  ___________________________________________________________________
 HE0672* NAD 83(1997)-  37 55 11.91042(N)    095 10 21.10217(W)     ADJUSTED  
 HE0672* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 HE0672  ___________________________________________________________________
 HE0672  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 HE0672  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 HE0672
 HE0672  HORZ ORDER  -  SECOND
 HE0672
 HE0672.The horizontal coordinates were established by classical geodetic methods
 HE0672.and adjusted by the National Geodetic Survey in October 1998..
 HE0672
 HE0672.The orthometric height was scaled from a topographic map.
 HE0672
 HE0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0672
 HE0672.The geoid height was determined by GEOID03.
 HE0672
 HE0672;                    North         East     Units Scale Factor Converg.
 HE0672;SPC KS S     -   544,318.153   692,496.476   MT  0.99993592   +2 02 41.4
 HE0672;UTM  15      - 4,199,161.711   309,039.420   MT  1.00004915   -1 20 08.0
 HE0672
 HE0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0672!SPC KS S     -   0.99995154  x   0.99993592  =   0.99988746
 HE0672!UTM  15      -   0.99995154  x   1.00004915  =   1.00000069
 HE0672
 HE0672:                Primary Azimuth Mark                     Grid Az
 HE0672:SPC KS S     -  MORAN AZ MK                              011 55 53.8
 HE0672:UTM  15      -  MORAN AZ MK                              015 18 43.2
 HE0672
 HE0672|---------------------------------------------------------------------|
 HE0672| PID    Reference Object                     Distance      Geod. Az  |
 HE0672|                                                           dddmmss.s |
 HE0672| CL4940 MORAN AZ MK                                        0135835.2 |
 HE0672| CL4941 MORAN AZ MK RESET                                  0142354.3 |
 HE0672| HE0673 MORAN MUNICIPAL STANDPIPE           APPROX. 0.6 KM 1111415.1 |
 HE0672| CL4942 MORAN RM 1                           45.415 METERS 12142     |
 HE0672| HE0703 LA HARPE MUNICIPAL TANK             APPROX.11.1 KM 2665107.8 |
 HE0672| CL4943 MORAN RM 2                           21.967 METERS 35300     |
 HE0672|---------------------------------------------------------------------|
 HE0672
 HE0672                          SUPERSEDED SURVEY CONTROL
 HE0672
 HE0672  NAD 83(1997)-  37 55 11.91613(N)    095 10 21.10171(W) AD(       ) 2
 HE0672  NAD 83(1986)-  37 55 11.91698(N)    095 10 21.09490(W) AD(       ) 2
 HE0672  NAD 27      -  37 55 11.78300(N)    095 10 20.17700(W) AD(       ) 2
 HE0672
 HE0672.Superseded values are not recommended for survey control.
 HE0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0672.See file dsdata.txt to determine how the superseded data were derived.
 HE0672
 HE0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0903999162(NAD 83)
 HE0672_MARKER: DS = TRIANGULATION STATION DISK
 HE0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0672
 HE0672  HISTORY     - Date     Condition        Report By
 HE0672  HISTORY     - 1948     MONUMENTED       CGS
 HE0672  HISTORY     - 1961     GOOD             CGS
 HE0672  HISTORY     - 1970     GOOD             NGS
 HE0672
 HE0672                          STATION DESCRIPTION
 HE0672
 HE0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0672'THE STATION IS LOCATED IN THE TOWN OF MORAN, ON THE PUBLIC
 HE0672'SCHOOL GROUNDS, NEAR THE JUNCTION OF U.S. HIGHWAY 54 AND
 HE0672'KANSAS STATE HIGHWAY 6, IN THE NORTH PART OF THE TOWN, 11 FEET
 HE0672'EAST OF A WIRE FENCE, 33 FEET EAST OF THE CENTER OF BIRCH
 HE0672'STREET, 72.6 FEET NORTH OF THE CENTER OF A GATE, NEAR THE WEST
 HE0672'EDGE OF OPEN AREA ON GROUNDS USED AS AN ATHLETIC FIELD.  THE
 HE0672'DISK IS STAMPED MORAN 1948 AND IS SET FLUSH WITH THE GROUND.
 HE0672'
 HE0672'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF A TELEPHONE POLE, 48
 HE0672'FEET WEST OF A TRANSFORMER POLE, ON THE LOT LINE SEPARATING THE
 HE0672'ATHLETIC FIELD FROM THE SCHOOL GROUNDS.  THE DISK IS STAMPED
 HE0672'MORAN NO 1 1948 AND IS SET FLUSH WITH THE GROUND.
 HE0672'
 HE0672'REFERENCE MARK NO. 2 IS 0.5 FEET EAST OF A FENCE AND 24 FEET
 HE0672'EAST OF THE CENTER OF BIRCH STREET.  THE DISK IS STAMPED MORAN
 HE0672'NO 2 1948 AND IS SET FLUSH WITH THE GROUND.
 HE0672'
 HE0672'THE AZIMUTH MARK IS LOCATED NORTH-NORTHEAST OF THE STATION,
 HE0672'1.5 FEET SOUTH OF A TELEPHONE POLE, 1.8 FEET WEST OF A WITNESS
 HE0672'POST, 2.6 FEET WEST OF A FENCE LINE, 27.6 FEET EAST OF THE
 HE0672'CENTER OF KANSAS STATE HIGHWAY 52 AND 24 FEET NORTH OF A
 HE0672'DRIVEWAY.  THE DISK IS STAMPED MORAN 1948 AND PROJECTS 7 INCHES.
 HE0672'
 HE0672'TO REACH FROM THE JUNCTION OF HIGHWAYS 54, 6, AND 52 IN THE NORTH
 HE0672'EDGE OF MORAN, GO 0.2 MILE WEST ON HIGHWAY 54 TO BIRCH
 HE0672'STREET ON THE LEFT, THEN SOUTH ON BIRCH STREET FOR 0.1 MILE TO
 HE0672'STATION ON LEFT AS DESCRIBED.  TO REACH AZIMUTH MARK, GO NORTH
 HE0672'AT THE JUNCTION ON STATE ROAD 52 FOR 0.35 MILES TO THE
 HE0672'AZIMUTH MARK ON THE RIGHT.
 HE0672'
 HE0672'AN 87 FOOT SIGNAL AT BLUE MOUND IS VISIBLE AT 50 FEET.
 HE0672'
 HE0672'AN 87 FOOT SIGNAL AT POPULAR IS VISIBLE AT 50 FEET.
 HE0672'
 HE0672'A 74 FOOT SIGNAL AT SAVON 1940 IS VISIBLE AT 50 FEET.
 HE0672'
 HE0672'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE0672
 HE0672                          STATION RECOVERY (1961)
 HE0672
 HE0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 HE0672'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HE0672'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WILL BE DESTROYED
 HE0672'BY HIGHWAY CONSTRUCTION ALONG STATE HIGHWAY 52, SO IT WAS
 HE0672'MOVED.  U.S. HIGHWAY 59 WILL BE ROUTED OVER STATE HIGHWAY 52
 HE0672'WHEN IT IS REBUILT.  A COMPLETE DESCRIPTION FOR THE AZIMUTH
 HE0672'MARK FOLLOWS.
 HE0672'
 HE0672'AZIMUTH MARK (RESET) IS 0.5 MILE NORTH-NORTHEAST OF THE
 HE0672'STATION, 65 FEET NORTH OF A POWER POLE, 58 FEET EAST OF THE
 HE0672'CENTERLINE OF U.S. HIGHWAY 59 AND STATE HIGHWAY 52, 50 FEET
 HE0672'NORTH OF THE CENTER OF TRACK ROAD USED AS DRIVEWAY TO FARM
 HE0672'BUILDINGS, 2 FEET WEST OF THE RIGHT-OF-WAY LINE, AND 1 FOOT
 HE0672'WEST OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES
 HE0672'AND THE DISK IS STAMPED MORAN 1948 RESET 1961.
 HE0672'
 HE0672'TO REACH THE AZIMUTH MARK (RESET) FROM THE JUNCTION OF U.S.
 HE0672'HIGHWAY 54 AND U.S. HIGHWAY 59 AND STATE HIGHWAY 52 AT THE
 HE0672'NORTH EDGE OF MORAN, GO NORTH ON U.S. HIGHWAY 59 AND STATE
 HE0672'HIGHWAY 52 FOR 0.4 MILE TO A DRIVEWAY ON THE RIGHT AND THE
 HE0672'AZIMUTH MARK AS DESCRIBED.
 HE0672'
 HE0672'MORAN, MUNI., WATER TANK IS A NEW TANK ABOUT 1/2 MILE SOUTHWEST
 HE0672'OF THE STATION.  IT IS FOUR-LEGGED, PAINTED SILVER, AND ABOUT
 HE0672'125 FEET HIGH.  THE POINT OBSERVED UPON WAS THE FINIAL AT THE
 HE0672'TOP OF THE TANK.
 HE0672
 HE0672                          STATION RECOVERY (1970)
 HE0672
 HE0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HE0672'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 HE0672'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 HE0672'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 HE0672'ADEQUATE FOR RECOVERY.
 HE0672'
 HE0672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MORAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0920 ***********************************************************************
 JG0920  DESIGNATION -  MORE
 JG0920  PID         -  JG0920
 JG0920  STATE/COUNTY-  KS/HODGEMAN
 JG0920  USGS QUAD   -  JETMORE NW (1970)
 JG0920
 JG0920                         *CURRENT SURVEY CONTROL
 JG0920  ___________________________________________________________________
 JG0920* NAD 83(1997)-  38 08 20.81016(N)    099 53 52.37716(W)     ADJUSTED  
 JG0920* NAVD 88     -       742.     (meters)    2434.     (feet)  SCALED    
 JG0920  ___________________________________________________________________
 JG0920  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JG0920  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0920
 JG0920  HORZ ORDER  -  SECOND
 JG0920
 JG0920.The horizontal coordinates were established by classical geodetic methods
 JG0920.and adjusted by the National Geodetic Survey in October 1998..
 JG0920
 JG0920.The orthometric height was scaled from a topographic map.
 JG0920
 JG0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0920
 JG0920.The geoid height was determined by GEOID03.
 JG0920
 JG0920;                    North         East     Units Scale Factor Converg.
 JG0920;SPC KS S     -   564,339.026   277,464.367   MT  0.99994337   -0 51 32.5
 JG0920;UTM  14      - 4,221,630.949   421,316.690   MT  0.99967625   -0 33 16.3
 JG0920
 JG0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0920!SPC KS S     -   0.99988761  x   0.99994337  =   0.99983098
 JG0920!UTM  14      -   0.99988761  x   0.99967625  =   0.99956389
 JG0920
 JG0920|---------------------------------------------------------------------|
 JG0920| PID    Reference Object                     Distance      Geod. Az  |
 JG0920|                                                           dddmmss.s |
 JG0920| CK9471 MORE RM 1                            33.552 METERS 09044     |
 JG0920| JG0912 EWY                                 APPROX. 8.9 KM 1000237.2 |
 JG0920| JG0916 JETMORE CO OP GRAIN ELEVATOR        APPROX. 6.9 KM 1763010.4 |
 JG0920| JG0917 JETMORE MUN WATER TANK              APPROX. 6.1 KM 1780619.9 |
 JG0920| CK9472 MORE RM 2                            30.084 METERS 27113     |
 JG0920|---------------------------------------------------------------------|
 JG0920
 JG0920                          SUPERSEDED SURVEY CONTROL
 JG0920
 JG0920  NAD 83(1997)-  38 08 20.81773(N)    099 53 52.37676(W) AD(       ) 2
 JG0920  NAD 83(1986)-  38 08 20.81705(N)    099 53 52.37666(W) AD(       ) 2
 JG0920  NAD 27      -  38 08 20.75267(N)    099 53 50.91724(W) AD(       ) 2
 JG0920
 JG0920.Superseded values are not recommended for survey control.
 JG0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0920.See file dsdata.txt to determine how the superseded data were derived.
 JG0920
 JG0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2131721631(NAD 83)
 JG0920_MARKER: DS = TRIANGULATION STATION DISK
 JG0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0920
 JG0920  HISTORY     - Date     Condition        Report By
 JG0920  HISTORY     - 1964     MONUMENTED       CGS
 JG0920
 JG0920                          STATION DESCRIPTION
 JG0920
 JG0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0920'THE STATION IS 3-3/4 MILES NORTH OF JETMORE, 292 FEET EAST OF THE
 JG0920'CENTER OF U.S. HIGHWAY 283, ON THE WEST CENTRAL EDGE OF SECTION 18,
 JG0920'T 22 S, R 23 W, AND ON PROPERTY LINE OF MR EARL REED AND MR. JOE
 JG0920'WATSON.
 JG0920'
 JG0920'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 156
 JG0920'ON THE NORTH EDGE OF JETMORE, GO NORTH ON HIGHWAY 283 FOR 3.6 MILES
 JG0920'TO A FIELD ENTRANCE AND FENCE CORNER ON THE RIGHT.  TURN RIGHT AND
 JG0920'GO EAST ALONG THE SOUTH SIDE OF THE FENCE ON THE FIELD ROAD FOR
 JG0920'292 FEET TO THE STATION ON THE LEFT.
 JG0920'
 JG0920'STATION MARKS ARE STANDARD DISKS STAMPED MORE 1964.  THE SURFACE DISK
 JG0920'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 10
 JG0920'FEET NORTH OF THE CENTER OF THE FIELD ROAD, 2 FEET WEST OF A METAL
 JG0920'WITNESS POST, AND 1 FOOT SOUTH OF THE FENCE.  THE UNDERGROUND DISK
 JG0920'IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE
 JG0920'SURFACE OF THE GROUND.
 JG0920'
 JG0920'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MORE NO 1 1964, IS SET
 JG0920'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 10 FEET
 JG0920'NORTH OF THE CENTER OF THE FIELD ROAD, 2 FEET WEST OF A METAL
 JG0920'WITNESS POST, AND 1 FOOT SOUTH OF THE FENCE.
 JG0920'
 JG0920'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MORE NO 2 1964, IS SET
 JG0920'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 193 FEET
 JG0920'EAST OF THE CENTER OF HIGHWAY 283, 142 FEET EAST OF THE FENCE
 JG0920'CORNER, 9 FEET NORTH OF THE CENTER OF THE FIELD ROAD, 2 FEET EAST
 JG0920'OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF THE FENCE.
 JG0920'
 JG0920'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JG0920'STATION EWY IS VISIBLE FROM THE GROUND AND MAY BE USED AS AN
 JG0920'AZIMUTH MARK.
 JG0920'
 JG0920'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0940 ***********************************************************************
 KF0940  DESIGNATION -  MORGAN 2
 KF0940  PID         -  KF0940
 KF0940  STATE/COUNTY-  KS/REPUBLIC
 KF0940  USGS QUAD   -  CONCORDIA NW (1978)
 KF0940
 KF0940                         *CURRENT SURVEY CONTROL
 KF0940  ___________________________________________________________________
 KF0940* NAD 83(1997)-  39 40 05.71343(N)    097 41 59.55148(W)     ADJUSTED  
 KF0940* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 KF0940  ___________________________________________________________________
 KF0940  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 KF0940  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 KF0940
 KF0940  HORZ ORDER  -  THIRD
 KF0940
 KF0940.The horizontal coordinates were established by classical geodetic methods
 KF0940.and adjusted by the National Geodetic Survey in October 1998..
 KF0940.No horizontal observational check was made to the station.
 KF0940
 KF0940.The orthometric height was scaled from a topographic map.
 KF0940
 KF0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0940
 KF0940.The geoid height was determined by GEOID03.
 KF0940
 KF0940;                    North         East     Units Scale Factor Converg.
 KF0940;SPC KS N     -   148,237.873   425,751.914   MT  0.99998335   +0 11 23.6
 KF0940;UTM  14      - 4,391,745.403   611,515.223   MT  0.99975310   +0 49 48.0
 KF0940
 KF0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0940!SPC KS N     -   0.99992890  x   0.99998335  =   0.99991225
 KF0940!UTM  14      -   0.99992890  x   0.99975310  =   0.99968202
 KF0940
 KF0940:                Primary Azimuth Mark                     Grid Az
 KF0940:SPC KS N     -  BELLEVILLE ST EDWARDS CATH CH            020 00 32.8
 KF0940:UTM  14      -  BELLEVILLE ST EDWARDS CATH CH            019 22 08.4
 KF0940
 KF0940|---------------------------------------------------------------------|
 KF0940| PID    Reference Object                     Distance      Geod. Az  |
 KF0940|                                                           dddmmss.s |
 KF0940| KF0925 BELLEVILLE ST EDWARDS CATH CH       APPROX.18.3 KM 0201156.4 |
 KF0940| CO1877 MORGAN 2 RM 3                        35.524 METERS 09002     |
 KF0940| KF0936 CONCORDIA MUNICIPAL STANDPIPE       APPROX.11.6 KM 1644635.0 |
 KF0940| KF0935 CONCORDIA MUNICIPAL TANK            APPROX.11.9 KM 1662341.8 |
 KF0940| KF0939 MORGAN                                4.862 METERS 16803     |
 KF0940| KF0938 CONCORDIA HOSPITAL WATER TANK       APPROX.11.0 KM 1680304.2 |
 KF0940| CO1878 MORGAN 2 RM 4                        20.428 METERS 20503     |
 KF0940| KF0943 JAMESTOWN MUNICIPAL TANK            APPROX.16.2 KM 2400843.3 |
 KF0940| CO1876 MORGAN 2 AZ MK                                     2770038.0 |
 KF0940|---------------------------------------------------------------------|
 KF0940
 KF0940                          SUPERSEDED SURVEY CONTROL
 KF0940
 KF0940  NAD 83(1997)-  39 40 05.71667(N)    097 41 59.54975(W) AD(       ) 3
 KF0940  NAD 83(1986)-  39 40 05.71973(N)    097 41 59.55038(W) AD(       ) 3
 KF0940  NAD 27      -  39 40 05.70100(N)    097 41 58.39700(W) AD(       ) 3
 KF0940
 KF0940.Superseded values are not recommended for survey control.
 KF0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0940.See file dsdata.txt to determine how the superseded data were derived.
 KF0940
 KF0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1151591745(NAD 83)
 KF0940_MARKER: DS = TRIANGULATION STATION DISK
 KF0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0940
 KF0940  HISTORY     - Date     Condition        Report By
 KF0940  HISTORY     - 1963     MONUMENTED       CGS
 KF0940
 KF0940                          STATION DESCRIPTION
 KF0940
 KF0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0940'STATION IS LOCATED ABOUT 10 MILES SOUTH AND 2 MILES WEST OF
 KF0940'BELLEVILLE AND 7 MILES NORTH-NORTHWEST OF CONCORDIA AND ABOUT 2
 KF0940'MILES WEST OF U.S. HIGHWAY 81 ON THE NORTH SIDE OF AN EAST-WEST
 KF0940'GRADED ROAD AND ALONG THE SOUTH SIDE OF SEC. 30, T 4 S., R 3 W.,
 KF0940'119 FEET WEST OF A TELEPHONE POLE, 31 FEET NORTH OF THE CENTER
 KF0940'OF A GRAVEL ROAD, 18 FEET EAST OF THE CENTER OF FIELD ENTRANCE,
 KF0940'AND 1 FOOT EAST OF A NEW STEEL WITNESS POST WITH SIGN, AND ON
 KF0940'THE HIGHEST GROUND IN THE AREA.  THE MARK PROJECTS 4 INCHES
 KF0940'AND THE DISK IS STAMPED MORGAN 2 1963.
 KF0940'
 KF0940'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 KF0940'81 AT THE SOUTHWEST EDGE OF BELLEVILLE, GO SOUTH ON U.S. HIGHWAY
 KF0940'81 FOR 8.3 MILES TO THE JUNCTION OF STATE HIGHWAY 148.  CONTINUE
 KF0940'SOUTH ON U.S. HIGHWAY 81 FOR 2.0 MILES TO CROSSROADS.  (*THIS
 KF0940'CROSSROADS IS 6.7 MILES NORTH OF THE JUNCTION OF U.S. HIGHWAY 81
 KF0940'AND STATE HIGHWAY 9 AT THE SOUTH END OF RAILROAD OVERPASS IN
 KF0940'CONCORDIA.) TURN RIGHT ON GRAVEL ROAD OFF U.S. HIGHWAY 81 AND
 KF0940'GO WEST FOR 2.1 MILES TO THE TOP OF GRADE AND THE STATION ON THE
 KF0940'RIGHT AS DESCRIBED.
 KF0940'
 KF0940'REFERENCE MARK NO. 3 IS 116.55 FEET EAST OF THE STATION, 30 FEET
 KF0940'NORTH OF THE CENTER OF GRAVEL ROAD, AND 2.5 FEET WEST OF A
 KF0940'TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 KF0940'STAMPED MORGAN 2 NO 3 1963.
 KF0940'
 KF0940'REFERENCE MARK NO. 4 IS 67.02 FEET SOUTH-SOUTHWEST OF THE
 KF0940'STATION, 30 FEET SOUTH OF THE CENTER OF GRAVEL ROAD, 16 FEET WEST
 KF0940'OF THE CENTER OF FIELD ENTRANCE, AND 2 FEET EAST OF A POWER POLE.
 KF0940'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MORGAN 2 NO 4
 KF0940'1963.
 KF0940'
 KF0940'AZIMUTH MARK IS 0.4 MILE WEST OF THE STATION, 36 FEET EAST OF THE
 KF0940'CENTER OF A NORTH-SOUTH GRAVEL ROAD, 28 FEET NORTH-NORTHWEST OF
 KF0940'THE NORTHWEST CORNER OF A SCHOOLHOUSE, 4 FEET EAST OF A POWER
 KF0940'POLE, 1 FOOT WEST OF A FENCE, AND 1 FOOT SOUTH OF A NEW STEEL
 KF0940'WITNESS POST WITH SIGN.  THE MARK PROJECTS 6 INCHES AND THE DISK
 KF0940'IS STAMPED MORGAN 2 1963.
 KF0940'
 KF0940'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.4 MILE
 KF0940'TO A T-ROAD.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 0.05
 KF0940'MILE TO A SCHOOLHOUSE ON THE RIGHT AND THE AZIMUTH MARK AS
 KF0940'DESCRIBED.
 KF0940'
 KF0940'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0842 ***********************************************************************
 KF0842  DESIGNATION -  MORGANVILLE TANK
 KF0842  PID         -  KF0842
 KF0842  STATE/COUNTY-  KS/CLAY
 KF0842  USGS QUAD   -  CLAY CENTER NW (1964)
 KF0842
 KF0842                         *CURRENT SURVEY CONTROL
 KF0842  ___________________________________________________________________
 KF0842* NAD 83(1997)-  39 28 00.26272(N)    097 11 59.99789(W)     ADJUSTED  
 KF0842* NAVD 88     -                                                        
 KF0842  ___________________________________________________________________
 KF0842  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 KF0842  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 KF0842
 KF0842  HORZ ORDER  -  THIRD
 KF0842
 KF0842.The horizontal coordinates were established by classical geodetic methods
 KF0842.and adjusted by the National Geodetic Survey in October 1998..
 KF0842
 KF0842
 KF0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0842
 KF0842.The geoid height was determined by GEOID03.
 KF0842
 KF0842;                    North         East     Units Scale Factor Converg.
 KF0842;SPC KS N     -   126,126.523   468,840.192   MT  0.99996394   +0 30 22.2
 KF0842;UTM  14      - 4,370,119.547   654,840.958   MT  0.99989520   +1 08 39.7
 KF0842
 KF0842                          SUPERSEDED SURVEY CONTROL
 KF0842
 KF0842  NAD 83(1986)-  39 28 00.26933(N)    097 11 59.99663(W) AD(       ) 4
 KF0842  NAD 27      -  39 28 00.28400(N)    097 11 58.90600(W) AD(       ) 3
 KF0842
 KF0842.Superseded values are not recommended for survey control.
 KF0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0842.See file dsdata.txt to determine how the superseded data were derived.
 KF0842
 KF0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ5484170120(NAD 83)
 KF0842_MARKER: 51 = TANK
 KF0842
 KF0842  HISTORY     - Date     Condition        Report By
 KF0842  HISTORY     - 1935     FIRST OBSERVED   CGS
 KF0842  HISTORY     - 1987     GOOD             NOS
 KF0842
 KF0842                          STATION DESCRIPTION
 KF0842
 KF0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0842'POINT OBSERVED UPON WAS FINIAL OF MUNICIPAL WATER SUPPLY
 KF0842'TANK IN THE TOWN OF MORGANVILLE.  APPROXIMATELY 100 FEET HIGH.
 KF0842'
 KF0842'OBSERVED UPON FROM STATIONS SAM, GLAD, SWEN, OAK, MERTEN,
 KF0842'AND WAN.
 KF0842
 KF0842                          STATION RECOVERY (1987)
 KF0842
 KF0842'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (JDS)
 KF0842'THE STATION WAS RECOVERED AT THIS DATE.
 KF0842'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 KF0842'
 KF0842'RECOVERED BY J D SHEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0778 ***********************************************************************
 KG0778  DESIGNATION -  MORLAN
 KG0778  PID         -  KG0778
 KG0778  STATE/COUNTY-  KS/GRAHAM
 KG0778  USGS QUAD   -  TOGO (1979)
 KG0778
 KG0778                         *CURRENT SURVEY CONTROL
 KG0778  ___________________________________________________________________
 KG0778* NAD 83(1997)-  39 10 26.21857(N)    099 46 22.46186(W)     ADJUSTED  
 KG0778* NAVD 88     -       709.     (meters)    2326.     (feet)  SCALED    
 KG0778  ___________________________________________________________________
 KG0778  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 KG0778  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 KG0778
 KG0778  HORZ ORDER  -  SECOND
 KG0778
 KG0778.The horizontal coordinates were established by classical geodetic methods
 KG0778.and adjusted by the National Geodetic Survey in October 1998..
 KG0778
 KG0778.The orthometric height was scaled from a topographic map.
 KG0778
 KG0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0778
 KG0778.The geoid height was determined by GEOID03.
 KG0778
 KG0778;                    North         East     Units Scale Factor Converg.
 KG0778;SPC KS N     -    94,817.374   246,812.540   MT  0.99995774   -1 07 18.3
 KG0778;UTM  14      - 4,336,364.707   433,236.477   MT  0.99965488   -0 29 17.7
 KG0778
 KG0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0778!SPC KS N     -   0.99989276  x   0.99995774  =   0.99985050
 KG0778!UTM  14      -   0.99989276  x   0.99965488  =   0.99954767
 KG0778
 KG0778|---------------------------------------------------------------------|
 KG0778| PID    Reference Object                     Distance      Geod. Az  |
 KG0778|                                                           dddmmss.s |
 KG0778| CO1880 MORLAN RM 1                          30.971 METERS 20027     |
 KG0778| CO1881 MORLAN RM 2                          11.360 METERS 28413     |
 KG0778| CO1879 MORLAN AZ MK                                       3590202.9 |
 KG0778|---------------------------------------------------------------------|
 KG0778
 KG0778                          SUPERSEDED SURVEY CONTROL
 KG0778
 KG0778  NAD 83(1986)-  39 10 26.22380(N)    099 46 22.46302(W) AD(       ) 2
 KG0778  NAD 27      -  39 10 26.20000(N)    099 46 21.03500(W) AD(       ) 2
 KG0778
 KG0778.Superseded values are not recommended for survey control.
 KG0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0778.See file dsdata.txt to determine how the superseded data were derived.
 KG0778
 KG0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ3323636365(NAD 83)
 KG0778_MARKER: DS = TRIANGULATION STATION DISK
 KG0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0778
 KG0778  HISTORY     - Date     Condition        Report By
 KG0778  HISTORY     - 1950     MONUMENTED       CGS
 KG0778
 KG0778                          STATION DESCRIPTION
 KG0778
 KG0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0778'THE STATION IS LOCATED ABOUT 12.0 MILES WEST-SOUTHWEST OF
 KG0778'PALCO AND ON THE RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE
 KG0778'ROAD.  IT IS 19.0 FEET EAST OF A NORTH-SOUTH ROAD, 2.0 FEET
 KG0778'NORTH OF A WITNESS POST AND SET IN A NORTH-SOUTH FENCE LINE.  IT
 KG0778'IS STAMPED MORLAN 1950 AND PROJECTS 1 INCH.
 KG0778'
 KG0778'REFERENCE MARK NO. 1 IS 17.0 FEET WEST OF A NORTH-SOUTH ROAD
 KG0778'AND SET IN A NORTH-SOUTH FENCE LINE.  IT IS STAMPED MORLAN NO 1
 KG0778'1950 AND PROJECTS 3 INCHES.
 KG0778'
 KG0778'REFERENCE MARK NO. 2 IS 17.0 FEET WEST OF A NORTH-SOUTH
 KG0778'ROAD AND 5 INCHES EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 KG0778'MORLAN NO 2 1950 AND PROJECTS 3 INCHES.
 KG0778'
 KG0778'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 103.5 FEET.
 KG0778'
 KG0778'THE AZIMUTH MARK IS 22.0 FEET WEST OF A NORTH-SOUTH ROAD, 1.5
 KG0778'FEET SOUTH-SOUTHWEST OF A WITNESS POST AND SET IN A NORTH-SOUTH
 KG0778'ROAD, 1.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST AND SET IN A
 KG0778'NORTH-SOUTH FENCE LINE.  IT IS STAMPED MORLAN 1950 AND PROJECTS
 KG0778'2 INCHES.
 KG0778'
 KG0778'TO REACH THE STATION FROM THE POST OFFICE IN HILL CITY, GO
 KG0778'WEST ON U.S. HIGHWAY 24 FOR 0.2 MILE TO THE JUNCTION OF
 KG0778'U.S. HIGHWAY 24 AND U.S. HIGHWAY 283.  TURN LEFT AND
 KG0778'GO SOUTH ON U.S. HIGHWAY 283 FOR 13.45 MILES TO CROSSROAD,
 KG0778'TURN LEFT AND GO EAST ON GRADED ROAD FOR 5.05 MILES TO A
 KG0778'T-ROAD, TURN RIGHT AND GO SOUTH FOR 0.1 MILE TO THE STATION ON
 KG0778'THE LEFT AS DESCRIBED.
 KG0778'
 KG0778'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DIRT
 KG0778'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KG0778'
 KG0778'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1267 ***********************************************************************
 KE1267  DESIGNATION -  MORRILL MUNICIPAL TANK
 KE1267  PID         -  KE1267
 KE1267  STATE/COUNTY-  KS/BROWN
 KE1267  USGS QUAD   -  MORRILL (1959)
 KE1267
 KE1267                         *CURRENT SURVEY CONTROL
 KE1267  ___________________________________________________________________
 KE1267* NAD 83(1997)-  39 55 56.83695(N)    095 41 49.39516(W)     ADJUSTED  
 KE1267* NAVD 88     -                                                        
 KE1267  ___________________________________________________________________
 KE1267  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 KE1267  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 KE1267
 KE1267  HORZ ORDER  -  THIRD
 KE1267
 KE1267.The horizontal coordinates were established by classical geodetic methods
 KE1267.and adjusted by the National Geodetic Survey in October 1998..
 KE1267
 KE1267
 KE1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1267
 KE1267.The geoid height was determined by GEOID03.
 KE1267
 KE1267;                    North         East     Units Scale Factor Converg.
 KE1267;SPC KS N     -   180,032.778   596,835.267   MT  1.00002760   +1 27 25.6
 KE1267;SPC NE       -    20,157.361   867,666.576   MT  1.00003120   +2 51 05.6
 KE1267;UTM  15      - 4,423,743.512   269,538.436   MT  1.00025391   -1 43 55.0
 KE1267
 KE1267                          SUPERSEDED SURVEY CONTROL
 KE1267
 KE1267  NAD 83(1997)-  39 55 56.83694(N)    095 41 49.39525(W) AD(       ) 4
 KE1267  NAD 83(1986)-  39 55 56.84431(N)    095 41 49.39181(W) AD(       ) 4
 KE1267  NAD 27      -  39 55 56.83300(N)    095 41 48.44700(W) AD(       ) 3
 KE1267
 KE1267.Superseded values are not recommended for survey control.
 KE1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1267.See file dsdata.txt to determine how the superseded data were derived.
 KE1267
 KE1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE6953823744(NAD 83)
 KE1267_MARKER: 53 = ELEVATED TANK
 KE1267
 KE1267  HISTORY     - Date     Condition        Report By
 KE1267  HISTORY     - 1945     FIRST OBSERVED   CGS
 KE1267  HISTORY     - 20050422 GOOD             GEOCAC
 KE1267
 KE1267                          STATION DESCRIPTION
 KE1267
 KE1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 KE1267'STATION IS LOCATED IN THE NW SECTION OF MORRILL, AT THE
 KE1267'EXTREME END OF WALNUT STREET, AND ON LAND OWNED BY THE CITY
 KE1267'OF MORRILL.  IT IS A CONICAL-SHAPED TANK ATOP A 4-LEGGED STEEL
 KE1267'STRUCTURE.  IT IS PAINTED SILVER AND 125 FEET HIGH.  IT HAS A
 KE1267'RED LIGHT ON TOP OF THE SMALL BALL AT THE APEX OF THE ROOF.
 KE1267'THE POINT INTERSECTED WAS THE SMALL BALL ON THE ROOF OF THE
 KE1267'TANK.
 KE1267'
 KE1267'THIS IS AN INTERSECTION STATION.
 KE1267
 KE1267                          STATION RECOVERY (2005)
 KE1267
 KE1267'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1267' 
 KE1267' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0286 ***********************************************************************
 HF0286  DESIGNATION -  MORRIS
 HF0286  PID         -  HF0286
 HF0286  STATE/COUNTY-  KS/BUTLER
 HF0286  USGS QUAD   -  LEON (1979)
 HF0286
 HF0286                         *CURRENT SURVEY CONTROL
 HF0286  ___________________________________________________________________
 HF0286* NAD 83(1997)-  37 41 51.74823(N)    096 51 01.66042(W)     ADJUSTED  
 HF0286* NAVD 88     -       414.046  (meters)    1358.42   (feet)  ADJUSTED  
 HF0286  ___________________________________________________________________
 HF0286  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 HF0286  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HF0286  DYNAMIC HT  -         413.721 (meters)    1357.35  (feet)  COMP
 HF0286  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 HF0286
 HF0286  HORZ ORDER  -  THIRD
 HF0286  VERT ORDER  -  SECOND    CLASS 0
 HF0286
 HF0286.The horizontal coordinates were established by classical geodetic methods
 HF0286.and adjusted by the National Geodetic Survey in October 1998..
 HF0286
 HF0286.The orthometric height was determined by differential leveling
 HF0286.and adjusted by the National Geodetic Survey in June 1991..
 HF0286
 HF0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0286
 HF0286.The geoid height was determined by GEOID03.
 HF0286
 HF0286.The dynamic height is computed by dividing the NAVD 88
 HF0286.geopotential number by the normal gravity value computed on the
 HF0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0286.degrees latitude (g = 980.6199 gals.).
 HF0286
 HF0286.The modeled gravity was interpolated from observed gravity values.
 HF0286
 HF0286;                    North         East     Units Scale Factor Converg.
 HF0286;SPC KS S     -   515,716.382   545,459.906   MT  0.99994325   +1 00 49.3
 HF0286;UTM  14      - 4,174,450.278   689,507.129   MT  1.00004236   +1 18 53.4
 HF0286
 HF0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0286!SPC KS S     -   0.99993962  x   0.99994325  =   0.99988287
 HF0286!UTM  14      -   0.99993962  x   1.00004236  =   0.99998198
 HF0286
 HF0286|---------------------------------------------------------------------|
 HF0286| PID    Reference Object                     Distance      Geod. Az  |
 HF0286|                                                           dddmmss.s |
 HF0286| HF0285 MORRIS RM 1                          34.921 METERS 04013     |
 HF0286| HF1474 MS 09                               112.255 METERS 07236     |
 HF0286| HF1172 MORRIS AZ MK                        426.780 METERS 1885634.8 |
 HF0286| HF0287 MORRIS RM 2                          30.888 METERS 26508     |
 HF0286| HF1190 ELDORADO MUNICIPAL TANK             APPROX.12.9 KM 3545823.6 |
 HF0286|---------------------------------------------------------------------|
 HF0286
 HF0286                          SUPERSEDED SURVEY CONTROL
 HF0286
 HF0286  NAD 83(1997)-  37 41 51.75504(N)    096 51 01.64875(W) AD(       ) 3
 HF0286  NAD 83(1986)-  37 41 51.76229(N)    096 51 01.65251(W) AD(       ) 3
 HF0286  NAD 27      -  37 41 51.69348(N)    096 51 00.54073(W) AD(       ) 3
 HF0286  NGVD 29 (??/??/92)  413.909  (m)         1357.97   (f) ADJ UNCH    2 0
 HF0286
 HF0286.Superseded values are not recommended for survey control.
 HF0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0286.See file dsdata.txt to determine how the superseded data were derived.
 HF0286
 HF0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8950774450(NAD 83)
 HF0286_MARKER: DS = TRIANGULATION STATION DISK
 HF0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0286_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF0286_STAMPING: MORRIS 1962
 HF0286_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0286+STABILITY: SURFACE MOTION
 HF0286
 HF0286  HISTORY     - Date     Condition        Report By
 HF0286  HISTORY     - 1962     MONUMENTED       CGS
 HF0286  HISTORY     - 1962     GOOD             CGS
 HF0286  HISTORY     - 1987     GOOD             NOS
 HF0286
 HF0286                          STATION DESCRIPTION
 HF0286
 HF0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0286'THE STATION IS ON A LOW GRASSY HILL, ABOUT 8 MILES SOUTH OF
 HF0286'ELDORADO, 7 MILES EAST OF AUGUSTA, 1/2 MILE WEST OF U.S.
 HF0286'HIGHWAYS 77 AND 54, AND ON PROPERTY OWNED BY MR. J.E. MORRIS
 HF0286'OF THE REX AND MORRIS DRILLING CO. OF ELDORADO.
 HF0286'
 HF0286'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND
 HF0286'54 AND STATE HIGHWAY 96 IN THE SMALL SETTLEMENT OF PICKRELL
 HF0286'CORNER, GO NORTH ON HIGHWAYS 77 AND 54 FOR 1.2 MILES TO THE
 HF0286'TOP OF A SMALL HILL AND AN EAST-WEST FENCE LINE ON THE LEFT
 HF0286'END OF TRUCK TRAVEL.  PACK WEST THROUGH A FIELD ALONG THE FENCE
 HF0286'FOR 0.35 MILE TO A FENCE CORNER.  THE STATION IS 90 FEET
 HF0286'SOUTHWEST OF THE FENCE CORNER.
 HF0286'
 HF0286'THE STATION MARKS ARE STANDARD DISKS STAMPED MORRIS 1962.
 HF0286'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH
 HF0286'THE SURFACE OF THE GROUND.  IT IS 127 FEET NORTH OF AN IRON
 HF0286'MANHOLE COVER WHICH IS SURROUNDED BY FOUR CONCRETE POSTS, 103
 HF0286'FEET SOUTHWEST OF A POWER POLE, 90 FEET SOUTHWEST OF THE
 HF0286'FENCE CORNER AND 13 FEET NORTH OF A FENCE.  THE UNDERGROUND
 HF0286'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 HF0286'THE SURFACE OF THE GROUND.
 HF0286'
 HF0286'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MORRIS NO 1
 HF0286'1962, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HF0286'OF THE GROUND.  IT IS 35 FEET NORTHWEST OF THE POWER POLE.
 HF0286'
 HF0286'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MORRIS NO 2
 HF0286'1962, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HF0286'OF THE GROUND.  IT IS 4.5 FEET NORTH OF THE FENCE.
 HF0286'
 HF0286'THE AZIMUTH MARK, A STANDARD DISK STAMPED MORRIS 1962, IS SET
 HF0286'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HF0286'27 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 6.5 FEET
 HF0286'WEST OF A 36-INCH TREE, 4 FEET EAST OF A METAL WITNESS POST
 HF0286'AND 1 FOOT NORTH OF A FENCE.
 HF0286'
 HF0286'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.35
 HF0286'MILE TO HIGHWAYS 77 AND 54.  DRIVE SOUTH ON HIGHWAYS 54 AND
 HF0286'77 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT, WEST, ON A GRAVELED
 HF0286'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT, NEAR
 HF0286'A 36-INCH TREE.
 HF0286'
 HF0286'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0286'
 HF0286'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 HF0286
 HF0286                          STATION RECOVERY (1962)
 HF0286
 HF0286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0286'5 MI NW FROM LEON.
 HF0286'3.9 MILES WEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0286'FROM THE STATION AT LEON, THENCE 0.7 MILE NORTH ALONG U.S. 54
 HF0286'AND 77 HIGHWAYS, THENCE 0.35 MILE WEST ALONG A FENCELINE, 127
 HF0286'FEET NORTH OF A IRON MANHOLE COVER, 114.5 FEET SOUTHWEST OF R.M.
 HF0286'1, 101.3 FEET EAST OF R.M. 2, 13 FEET NORTH OF A FENCE, SET IN
 HF0286'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 HF0286
 HF0286                          STATION RECOVERY (1987)
 HF0286
 HF0286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF0286'THE STATION WAS RECOVERED AT THIS DATE.
 HF0286'THE STATION WAS RECOVERD AS DESCRIBED.  THE AZIMUTH MARK WAS ALSO
 HF0286'RECOVERD BUT CAN NOT BE SEEN FROM THE GROUND AT THE STATION DUE TO
 HF0286'A LARGE TREE ON LINE.
 HF0286'
 HF0286'RECOVERD BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0230 ***********************************************************************
 JF0230  DESIGNATION -  MORRIS
 JF0230  PID         -  JF0230
 JF0230  STATE/COUNTY-  KS/LYON
 JF0230  USGS QUAD   -  LANG (1979)
 JF0230
 JF0230                         *CURRENT SURVEY CONTROL
 JF0230  ___________________________________________________________________
 JF0230* NAD 83(1997)-  38 24 43.56858(N)    096 05 15.49485(W)     ADJUSTED  
 JF0230* NAVD 88     -       356.455  (meters)    1169.47   (feet)  ADJUSTED  
 JF0230  ___________________________________________________________________
 JF0230  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 JF0230  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JF0230  DYNAMIC HT  -         356.195 (meters)    1168.62  (feet)  COMP
 JF0230  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 JF0230
 JF0230  HORZ ORDER  -  SECOND
 JF0230  VERT ORDER  -  SECOND    CLASS 0
 JF0230
 JF0230.The horizontal coordinates were established by classical geodetic methods
 JF0230.and adjusted by the National Geodetic Survey in October 1998..
 JF0230
 JF0230.The orthometric height was determined by differential leveling
 JF0230.and adjusted by the National Geodetic Survey in June 1991..
 JF0230
 JF0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0230
 JF0230.The geoid height was determined by GEOID03.
 JF0230
 JF0230.The dynamic height is computed by dividing the NAVD 88
 JF0230.geopotential number by the normal gravity value computed on the
 JF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0230.degrees latitude (g = 980.6199 gals.).
 JF0230
 JF0230.The modeled gravity was interpolated from observed gravity values.
 JF0230
 JF0230;                    North         East     Units Scale Factor Converg.
 JF0230;SPC KS S     -   596,446.769   610,663.368   MT  0.99997309   +1 28 56.9
 JF0230;UTM  14      - 4,255,557.549   754,285.341   MT  1.00039639   +1 48 37.7
 JF0230
 JF0230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0230!SPC KS S     -   0.99994890  x   0.99997309  =   0.99992199
 JF0230!UTM  14      -   0.99994890  x   1.00039639  =   1.00034527
 JF0230
 JF0230:                Primary Azimuth Mark                     Grid Az
 JF0230:SPC KS S     -  MORRIS RM 3                              083 17 46.3
 JF0230:UTM  14      -  MORRIS RM 3                              082 58 05.5
 JF0230
 JF0230|---------------------------------------------------------------------|
 JF0230| PID    Reference Object                     Distance      Geod. Az  |
 JF0230|                                                           dddmmss.s |
 JF0230| JF0232 MORRIS RM 3                         APPROX. 0.7 KM 0844643.2 |
 JF0230| JF1367 NEOSHO RAPIDS RWD NO 4 SPIPE        APPROX. 5.9 KM 0955659.8 |
 JF0230| JF0231 MORRIS RM 1                          18.194 METERS 09759     |
 JF0230| JF0229 MORRIS RM 2                          18.664 METERS 26038     |
 JF0230|---------------------------------------------------------------------|
 JF0230
 JF0230                          SUPERSEDED SURVEY CONTROL
 JF0230
 JF0230  NAD 83(1986)-  38 24 43.57574(N)    096 05 15.49710(W) AD(       ) 2
 JF0230  NAD 27      -  38 24 43.52576(N)    096 05 14.52429(W) AD(       ) 2
 JF0230  NGVD 29 (??/??/92)  356.304  (m)         1168.97   (f) ADJ UNCH    2 0
 JF0230
 JF0230.Superseded values are not recommended for survey control.
 JF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0230.See file dsdata.txt to determine how the superseded data were derived.
 JF0230
 JF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5428555558(NAD 83)
 JF0230_MARKER: DS = TRIANGULATION STATION DISK
 JF0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0230_STAMPING: MORRIS 1974
 JF0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0230+STABILITY: SURFACE MOTION
 JF0230
 JF0230  HISTORY     - Date     Condition        Report By
 JF0230  HISTORY     - 1974     MONUMENTED       NGS
 JF0230  HISTORY     - 1974     GOOD             NGS
 JF0230
 JF0230                          STATION DESCRIPTION
 JF0230
 JF0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JF0230'RM 1 TO RM 2 OBSTRUCTED.
 JF0230'
 JF0230'THE STATION IS ABOUT 5 MILES EAST OF EMPORIA, 12-1/2 MILES WEST OF
 JF0230'LEBO, ALONG HIGHWAY RIGHT-OF-WAY AND IN SEC 9, R12E, T19S.
 JF0230'
 JF0230'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JF0230'HIGHWAY 130, ABOUT 7 MILES WEST OF LEBO, GO WEST ON U.S. HIGHWAY 50
 JF0230'FOR 3.2 MILES TO STATION BADGER 1956 ON THE LEFT, CONTINUE WEST ON
 JF0230'U.S. HIGHWAY 50 FOR 2.35 MILES TO A DRIVEWAY ON THE RIGHT AND THE
 JF0230'STATION ON THE LEFT ATOP A CUTBANK.
 JF0230'
 JF0230'STATION MARKS ARE STANDARD DISK, STAMPED MORRIS 1974.  THE SURFACE
 JF0230'MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF0230'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 10.2 FEET NORTH OF A
 JF0230'FENCE, 92.3 SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 50 AND 10.0
 JF0230'FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS SET IN
 JF0230'AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND.
 JF0230'
 JF0230'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MORRIS NO 1 1974, SET
 JF0230'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 JF0230'1 INCH ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF THE FENCE, 101.0
 JF0230'FEET SOUTH OF THE CENTERLINE AND ABOUT 1 FOOT HIGHER THAN THE
 JF0230'STATION.
 JF0230'
 JF0230'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MORRIS NO 2 1974, SET
 JF0230'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JF0230'WITH THE GROUND.  IT IS 1.2 FEET NORTH OF THE FENCE, 100.0 FEET
 JF0230'SOUTH OF THE CENTERLINE, 157.0 FEET EAST OF A FENCE CORNER AND IS
 JF0230'ABOUT THE SAME ELEVATION AS THE STATION.
 JF0230'
 JF0230'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MORRIS NO 3 1974 AZ, SET
 JF0230'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JF0230'WITH THE GROUND.  IT IS 1.6 FEET WEST OF A RIGHT-OF-WAY POST, 1.9
 JF0230'FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND 75.0 FEET NORTH OF
 JF0230'THE CENTERLINE OF U.S. HIGHWAY 50.
 JF0230'
 JF0230'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO BRUSH
 JF0230'AND FENCELINE.
 JF0230'
 JF0230'TO REACH REFERENCE MARK 3 FROM THE STATION, GO EAST ON U.S. HIGHWAY
 JF0230'50 FOR 0.4 MILE TO A CROSSROAD AND REFERENCE MARK 3 TO THE LEFT.
 JF0230'
 JF0230'NEAREST TOWN--EMPORIA.
 JF0230'
 JF0230'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 JF0230
 JF0230                          STATION RECOVERY (1974)
 JF0230
 JF0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JF0230'2.8 MI E FROM EMPORIA.
 JF0230'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 JF0230'THE BUSINESS ROUTE OF U.S. HIGHWAY 50, WHICH IS ABOUT 2.5 MILES
 JF0230'EAST OF DOWNTOWN EMPORIA, GO EAST ALONG U.S. HIGHWAY 50 FOR 2.85
 JF0230'MILES TO THE MARK SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 JF0230'WITH THE GROUND.  THE MARK IS 92.3 FEET SOUTH OF THE CENTERLINE OF
 JF0230'THE HIGHWAY, 61.24 FEET EAST OF RM 2, 59.70 FEET WEST OF RM 1,
 JF0230'10.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND IS ABOUT 20 FEET
 JF0230'ABOVE THE LEVEL OF U.S. HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1395 ***********************************************************************
 HF1395  DESIGNATION -  MORRIS
 HF1395  PID         -  HF1395
 HF1395  STATE/COUNTY-  KS/SUMNER
 HF1395  USGS QUAD   -  CALDWELL NW (1971)
 HF1395
 HF1395                         *CURRENT SURVEY CONTROL
 HF1395  ___________________________________________________________________
 HF1395* NAD 83(1997)-  37 07 32.15421(N)    097 43 49.67061(W)     ADJUSTED  
 HF1395* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 HF1395  ___________________________________________________________________
 HF1395  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HF1395  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HF1395
 HF1395  HORZ ORDER  -  THIRD
 HF1395
 HF1395.The horizontal coordinates were established by classical geodetic methods
 HF1395.and adjusted by the National Geodetic Survey in October 1998..
 HF1395
 HF1395.The orthometric height was scaled from a topographic map.
 HF1395
 HF1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1395
 HF1395.The geoid height was determined by GEOID03.
 HF1395
 HF1395;                    North         East     Units Scale Factor Converg.
 HF1395;SPC KS S     -   451,217.383   468,386.175   MT  1.00003072   +0 28 22.4
 HF1395;UTM  14      - 4,109,559.725   612,774.778   MT  0.99975667   +0 45 58.8
 HF1395
 HF1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1395!SPC KS S     -   0.99994576  x   1.00003072  =   0.99997648
 HF1395!UTM  14      -   0.99994576  x   0.99975667  =   0.99970245
 HF1395
 HF1395:                Primary Azimuth Mark                     Grid Az
 HF1395:SPC KS S     -  MORRIS AZ MK                             013 24 26.6
 HF1395:UTM  14      -  MORRIS AZ MK                             013 06 50.2
 HF1395
 HF1395|---------------------------------------------------------------------|
 HF1395| PID    Reference Object                     Distance      Geod. Az  |
 HF1395|                                                           dddmmss.s |
 HF1395| CL4947 MORRIS AZ MK                                       0135249.0 |
 HF1395| CL4948 MORRIS RM 1                         166.360 METERS 04220     |
 HF1395| CL4949 MORRIS RM 2                         126.675 METERS 11940     |
 HF1395| HF1389 CALDWELL FARMERS COOP ELEV          APPROX.15.2 KM 1315649.4 |
 HF1395| HF1393 DOSTER MORRIS GRAIN CO ELEV         APPROX. 7.4 KM 1665241.6 |
 HF1395| HF1407 ATT MICROWAVE SSW BLUFF CITY        APPROX.17.4 KM 2382145.8 |
 HF1395|---------------------------------------------------------------------|
 HF1395
 HF1395                          SUPERSEDED SURVEY CONTROL
 HF1395
 HF1395  NAD 83(1997)-  37 07 32.15736(N)    097 43 49.67044(W) AD(       ) 3
 HF1395  NAD 83(1986)-  37 07 32.16242(N)    097 43 49.66316(W) AD(       ) 3
 HF1395  NAD 27      -  37 07 32.08205(N)    097 43 48.46678(W) AD(       ) 3
 HF1395
 HF1395.Superseded values are not recommended for survey control.
 HF1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1395.See file dsdata.txt to determine how the superseded data were derived.
 HF1395
 HF1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1277509560(NAD 83)
 HF1395_MARKER: DS = TRIANGULATION STATION DISK
 HF1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1395
 HF1395  HISTORY     - Date     Condition        Report By
 HF1395  HISTORY     - 1957     MONUMENTED       CGS
 HF1395
 HF1395                          STATION DESCRIPTION
 HF1395
 HF1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1395'LOCATED ABOUT 9 MILES NORTHWEST OF CALDWELL, ABOUT 9 MILES
 HF1395'NORTHEAST OF BLUFF CITY, AND ABOUT 10 MILES SOUTH OF ARGONIA,
 HF1395'ON THE RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE ROAD, IN THE
 HF1395'SOUTHEAST 1/4 OF SECTION 34, T 33 S, R 4 W.
 HF1395'
 HF1395'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 44 AND 49, ABOUT
 HF1395'8 MILES NORTH OF CALDWELL, BY GOING WEST ON HIGHWAY 44 FOR
 HF1395'6.5 MILES TO CROSSROADS AND WHITE HOUSE IN THE NORTHEAST ANGLE
 HF1395'OF INTERSECTION, CONTINUE WEST ON HIGHWAY 44 FOR 1 MILE TO
 HF1395'CROSSROADS, TURN LEFT, SOUTH, FOR 1.75 MILES TO A WHITE HOUSE ON
 HF1395'THE LEFT AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE SOUTH FOR
 HF1395'0.25 MILE TO CROSSROADS, TURN RIGHT, WEST, FOR 337 FEET TO THE
 HF1395'STATION ON THE RIGHT.
 HF1395'
 HF1395'STATION MARKS ARE STANDARD DISKS, STAMPED MORRIS 1957.  THE
 HF1395'SURFACE MARK IS SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE
 HF1395'POST PROJECTING 4 INCHES.  IT IS 337 FEET WEST OF A NORTH-SOUTH
 HF1395'ROAD, 24 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 5 FEET
 HF1395'EAST OF A POWERLINE POLE AND 4 FEET SOUTH OF THE SOUTH EDGE OF
 HF1395'A CULTIVATED FIELD.  THE UNDERGROUND MARK WAS SET IN AN
 HF1395'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 HF1395'
 HF1395'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MORRIS NO 1 1957,
 HF1395'SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE POST PROJECTING
 HF1395'6 INCHES.  IT IS 24 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 HF1395'ROAD, 1 FOOT SOUTH OF A POWERLINE POLE AND 1 FOOT WEST OF A
 HF1395'ROAD RIGHT-OF-WAY FENCE.
 HF1395'
 HF1395'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MORRIS NO 2 1957,
 HF1395'SET IN THE TOP OF AN 8-INCH, SQUARE, CONCRETE POST PROJECTING
 HF1395'6 INCHES.  IT IS 180 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 HF1395'ROAD, 21 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 1 FOOT
 HF1395'SOUTH OF A POWERLINE POLE AND 1 FOOT WEST OF A ROAD RIGHT-OF-WAY
 HF1395'FENCE.
 HF1395'
 HF1395'AZIMUTH MARK IS A STANDARD DISK, STAMPED MORRIS 1957, SET IN
 HF1395'THE TOP OF AN 8-INCH, SQUARE, CONCRETE POST PROJECTING 5 INCHES.
 HF1395'IT IS 86 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HF1395'WHITE HOUSE, 63 FEET NORTH OF A RIGHT-OF-WAY FENCE CORNER,
 HF1395'25 FEET EAST OF THE CENTER OF A SECTION LINE ROAD AND 1 FOOT
 HF1395'SOUTH OF A POWERLINE POLE.  A WHITE POST WAS SET 1 FOOT EAST OF
 HF1395'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1355 ***********************************************************************
 JF1355  DESIGNATION -  MORRIS
 JF1355  PID         -  JF1355
 JF1355  STATE/COUNTY-  KS/MORRIS
 JF1355  USGS QUAD   -  LAKE KAHOLA (1972)
 JF1355
 JF1355                         *CURRENT SURVEY CONTROL
 JF1355  ___________________________________________________________________
 JF1355* NAD 83(1997)-  38 35 48.40490(N)    096 28 11.34768(W)     ADJUSTED  
 JF1355* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 JF1355  ___________________________________________________________________
 JF1355  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 JF1355  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 JF1355
 JF1355  HORZ ORDER  -  SECOND
 JF1355
 JF1355.The horizontal coordinates were established by classical geodetic methods
 JF1355.and adjusted by the National Geodetic Survey in October 1998..
 JF1355
 JF1355.The orthometric height was scaled from a topographic map.
 JF1355
 JF1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1355
 JF1355.The geoid height was determined by GEOID03.
 JF1355
 JF1355;                    North         East     Units Scale Factor Converg.
 JF1355;SPC KS N     -    30,371.628   533,299.665   MT  1.00002151   +0 58 05.4
 JF1355;UTM  14      - 4,275,068.507   720,346.929   MT  1.00019795   +1 34 44.6
 JF1355
 JF1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1355!SPC KS N     -   0.99993533  x   1.00002151  =   0.99995684
 JF1355!UTM  14      -   0.99993533  x   1.00019795  =   1.00013327
 JF1355
 JF1355:                Primary Azimuth Mark                     Grid Az
 JF1355:SPC KS N     -  MORRIS AZ MK                             009 59 06.9
 JF1355:UTM  14      -  MORRIS AZ MK                             009 22 27.7
 JF1355
 JF1355|---------------------------------------------------------------------|
 JF1355| PID    Reference Object                     Distance      Geod. Az  |
 JF1355|                                                           dddmmss.s |
 JF1355| CL4944 MORRIS AZ MK                                       0105712.3 |
 JF1355| JF1356 KANSAS HWY PAT RAD KAB 47 MAST      APPROX.10.4 KM 0410927.5 |
 JF1355| CL4945 MORRIS RM 1                          10.660 METERS 10051     |
 JF1355| CL4946 MORRIS RM 2                          13.309 METERS 19407     |
 JF1355| JF1467 COUNCIL GROVE RAD KAA 898 MAST      APPROX. 8.1 KM 3262216.6 |
 JF1355| JF1357 COUNCIL GROVE RAD KAF 977 MAST      APPROX. 7.1 KM 3531813.4 |
 JF1355|---------------------------------------------------------------------|
 JF1355
 JF1355                          SUPERSEDED SURVEY CONTROL
 JF1355
 JF1355  NAD 83(1986)-  38 35 48.41279(N)    096 28 11.34749(W) AD(       ) 2
 JF1355  NAD 27      -  38 35 48.38432(N)    096 28 10.33981(W) AD(       ) 2
 JF1355
 JF1355.Superseded values are not recommended for survey control.
 JF1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1355.See file dsdata.txt to determine how the superseded data were derived.
 JF1355
 JF1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH2034775069(NAD 83)
 JF1355_MARKER: DS = TRIANGULATION STATION DISK
 JF1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1355
 JF1355  HISTORY     - Date     Condition        Report By
 JF1355  HISTORY     - 1956     MONUMENTED       CGS
 JF1355  HISTORY     - 1968     GOOD             CGS
 JF1355
 JF1355                          STATION DESCRIPTION
 JF1355
 JF1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1355'THE STATION IS LOCATED ON A HIGH FLAT TOP RIDGE ABOUT 5 MILES
 JF1355'SOUTH OF COUNCIL GROVE, ABOUT 6 MILES WEST OF DUNLAP, ON THE
 JF1355'PROPERTY OF MR. HALE WHITE.  IT IS 31 FEET EAST OF THE CENTERLINE
 JF1355'OF A TRACK ROAD AND ON THE NORTHEAST EDGE OF A NORTH-SOUTH RIDGE.
 JF1355'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED MORRIS 1956.
 JF1355'
 JF1355'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JF1355'STATE HIGHWAY 57 AND 13 IN COUNCIL GROVE, GO SOUTH ON STATE
 JF1355'HIGHWAY 57 AND 13 FOR 3.6 MILES TO A GRAVELED CROSSROAD.  TURN
 JF1355'LEFT AND GO EASTERLY ON THE GRAVELED ROAD FOR 1.75 MILES TO THE
 JF1355'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD
 JF1355'FOR 0.05 MILE TO A GATE AND A DRIVEWAY ON THE RIGHT.  TURN RIGHT
 JF1355'AND GO SOUTH THROUGH THE GATE ON A GRAVEL DRIVEWAY FOR 0.05 TO
 JF1355'A BARN ON THE LEFT.  TURN LEFT AND GO EAST ALONG THE NORTH
 JF1355'SIDE OF THE BARN FOR 0.05 TO A BOARD GATE ON THE RIGHT.
 JF1355'PASS THROUGH THE GATE AND GO EASTERLY ON A GRAVELED TRACK ROAD
 JF1355'FOR 0.1 MILE TO A CREEK BED.  CROSS THE CREEK AND CONTINUE
 JF1355'SOUTHERLY ON THE TRACK ROAD FOR 0.35 MILE TO A WIRE GATE.
 JF1355'PASS THROUGH THE GATE AND CONTINUE SOUTHERLY ON THE TRACK ROAD FOR
 JF1355'0.05 MILE TO WHERE THE TRACK ROAD TURNS SHARP RIGHT UP A VERY
 JF1355'STEEP GRADE.  CONTINUE SOUTHWESTERLY ON THE TRACK ROAD, UP
 JF1355'HILL FOR 0.2 MILE TO THE TOP OF THE RIDGE.  CONTINUE SOUTH ON
 JF1355'THE TRACK ROAD FOR 0.4 MILE TO A FORK AT THE BASE OF A VERY
 JF1355'STEEP HILL.  TAKE RIGHT FORK AND GO SOUTH UP THE VERY STEEP
 JF1355'HILL FOR 0.1 MILE TO THE TOP OF THE HILL AND THE MARK ON THE
 JF1355'LEFT.
 JF1355'
 JF1355'REFERENCE MARK 1 IS 65 FEET EAST OF THE CENTERLINE OF THE TRACK
 JF1355'ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED MORRIS
 JF1355'NO 1 1956.
 JF1355'
 JF1355'REFERENCE MARK 2 IS 32 FEET EAST OF THE CENTERLINE OF THE TRACK
 JF1355'ROAD.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED MORRIS
 JF1355'NO 2 1956.
 JF1355'
 JF1355'THE AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTERLINE OF A GRAVELED
 JF1355'ROAD, 2 FEET NORTHEAST OF A WHITE WITNESS POST, 1 FOOT NORTH OF A
 JF1355'FENCE AND 90 FEET WEST OF THE CENTERLINE OF A GRAVELED DRIVEWAY.
 JF1355'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MORRIS 1956.
 JF1355'
 JF1355'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1355
 JF1355                          STATION RECOVERY (1968)
 JF1355
 JF1355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1355'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JF1355'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1355'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1355'EXCEPT THE TO REACH THE STATION.
 JF1355'
 JF1355'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JF1355'
 JF1355'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JF1355'STATE HIGHWAYS 57 AND 177 IN COUNCIL GROVE, GO SOUTH ON STATE
 JF1355'HIGHWAYS 57 AND 177 FOR 4.75 MILES TO A CROSSROAD.  TURN LEFT AND
 JF1355'GO EAST ON A GRAVELED ROAD FOR 1.9 MILES TO THE AZIMUTH MARK ON
 JF1355'THE RIGHT.  CONTINUE EAST FOR 0.05 MILE TO A DRIVEWAY ON THE
 JF1355'RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.05 MILE
 JF1355'TO A BARN ON THE LEFT.  TURN LEFT AND GO EAST ALONG THE NORTH
 JF1355'SIDE OF THE BARN FOR 0.05 MILE TO A BOARD GATE ON THE RIGHT.
 JF1355'PASS THROUGH THE GATE AND GO EASTERLY ON A GRAVELED ROAD FOR
 JF1355'0.1 MILE TO A CREEK BED.  CROSS THE CREEK BED AND CONTINUE
 JF1355'SOUTHERLY ON A TRACK ROAD FOR 0.35 MILE TO A WIRE GATE.
 JF1355'PASS THROUGH THE GATE AND CONTINUE SOUTHERLY ON A TRACK ROAD
 JF1355'FOR 0.05 MILE TO WHERE THE TRACK ROAD TURNS SHARP RIGHT UP
 JF1355'A STEEP GRADE.  CONTINUE SOUTHWESTERLY ON THE TRACK ROAD, UP
 JF1355'HILL FOR 0.2 MILE TO THE TOP OF RIDGE.  CONTINUE SOUTH ON
 JF1355'THE TRACK ROAD FOR 0.4 MILE TO A FORK AT THE BASE OF A VERY
 JF1355'STEEP HILL.  TAKE RIGHT FORK AND GO SOUTH UP THE VERY STEEP
 JF1355'HILL FOR 0.1 MILE TO THE TOP OF THE HILL AND THE MARK ON THE
 JF1355'LEFT.
 JF1355'
 JF1355'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 JF1355'SOUTH OF COUNCIL GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1172 ***********************************************************************
 HF1172  DESIGNATION -  MORRIS AZ MK
 HF1172  PID         -  HF1172
 HF1172  STATE/COUNTY-  KS/BUTLER
 HF1172  USGS QUAD   -  LEON (1979)
 HF1172
 HF1172                         *CURRENT SURVEY CONTROL
 HF1172  ___________________________________________________________________
 HF1172* NAD 83(1997)-  37 41 38.07382(N)    096 51 04.36844(W)     ADJUSTED  
 HF1172* NAVD 88     -       416.4    (meters)    1366.     (feet)  VERTCON   
 HF1172  ___________________________________________________________________
 HF1172  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 HF1172  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HF1172
 HF1172  HORZ ORDER  -  THIRD
 HF1172
 HF1172.The horizontal coordinates were established by classical geodetic methods
 HF1172.and adjusted by the National Geodetic Survey in October 1998..
 HF1172
 HF1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1172
 HF1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1172
 HF1172.The geoid height was determined by GEOID03.
 HF1172
 HF1172;                    North         East     Units Scale Factor Converg.
 HF1172;SPC KS S     -   515,293.706   545,401.035   MT  0.99994350   +1 00 47.6
 HF1172;UTM  14      - 4,174,027.257   689,450.474   MT  1.00004210   +1 18 51.3
 HF1172
 HF1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1172!SPC KS S     -   0.99993925  x   0.99994350  =   0.99988276
 HF1172!UTM  14      -   0.99993925  x   1.00004210  =   0.99998135
 HF1172
 HF1172:                Primary Azimuth Mark                     Grid Az
 HF1172:SPC KS S     -  MS 08                                    027 50 07.9
 HF1172:UTM  14      -  MS 08                                    027 32 04.2
 HF1172
 HF1172|---------------------------------------------------------------------|
 HF1172| PID    Reference Object                     Distance      Geod. Az  |
 HF1172|                                                           dddmmss.s |
 HF1172| HF1473 MS 08                               APPROX. 1.3 KM 0285055.5 |
 HF1172|---------------------------------------------------------------------|
 HF1172
 HF1172                          SUPERSEDED SURVEY CONTROL
 HF1172
 HF1172  NAD 83(1997)-  37 41 38.08062(N)    096 51 04.35674(W) AD(       ) 3
 HF1172  NAD 83(1986)-  37 41 38.08798(N)    096 51 04.36061(W) AD(       ) 3
 HF1172  NAD 27      -  37 41 38.01888(N)    096 51 03.24864(W) AD(       ) 3
 HF1172  NGVD 29 (12/08/88)  416.2    (m)         1365.     (f) VERT ANG       
 HF1172
 HF1172.Superseded values are not recommended for survey control.
 HF1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1172.See file dsdata.txt to determine how the superseded data were derived.
 HF1172
 HF1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8945074027(NAD 83)
 HF1172_MARKER: DS = TRIANGULATION STATION DISK
 HF1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1172_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1172+STABILITY: SURFACE MOTION
 HF1172
 HF1172  HISTORY     - Date     Condition        Report By
 HF1172  HISTORY     - 1962     MONUMENTED       CGS
 HF1172  HISTORY     - 1987     GOOD             NOS
 HF1172  HISTORY     - 20060814 GOOD             INDIV
 HF1172
 HF1172                          STATION DESCRIPTION
 HF1172
 HF1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1172'8 MILES SOUTH OF ELDORADO, 7 MILES EAST OF AUGUSTA, 0.35
 HF1172'MILES WEST OF U.S. HIGHWAYS 77 AND 54.
 HF1172'
 HF1172'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77
 HF1172'AND 54 AND STATE HIGHWAY 96, IN PICKRELL CORNER, GO NORTH
 HF1172'ON HIGHWAYS 77 AND 54 FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.
 HF1172'TURN LEFT, WEST, ON A GRAVELED ROAD FOR 0.35 MILE TO THE STATION
 HF1172'ON THE LEFT, SOUTH SIDE OF THE ROAD.
 HF1172'
 HF1172'THE MARK IS A STANDARD AZIMUTH MARK DISK STAMPED MORRIS 1962,
 HF1172'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HF1172'27 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 6.5 FEET WEST
 HF1172'OF A 36-INCH TREE, 4 FEET EAST OF A METAL WITNESS POST AND
 HF1172'1 FOOT NORTH OF A FENCE.
 HF1172'
 HF1172'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MORRIS,
 HF1172'THE DISTANCE BEING 426.767 METERS (1,400.15 FT.), SOUTH OF
 HF1172'STATION MORRIS.
 HF1172
 HF1172                          STATION RECOVERY (1987)
 HF1172
 HF1172'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 HF1172'THE STATION WAS RECOVERED AT THIS DATE.
 HF1172'RECOVERD AS DESCRIBED.  THE AZIMUTH MARK AND STATION MORRIS ARE NO
 HF1172'LONGER GROUND VISIBLE.  A LARGE TREE IS NOW ON LINE.
 HF1172'
 HF1172'RECOVERD BY R DECROIX.
 HF1172
 HF1172                          STATION RECOVERY (2006)
 HF1172
 HF1172'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0285 ***********************************************************************
 HF0285  DESIGNATION -  MORRIS RM 1
 HF0285  PID         -  HF0285
 HF0285  STATE/COUNTY-  KS/BUTLER
 HF0285  USGS QUAD   -  LEON (1979)
 HF0285
 HF0285                         *CURRENT SURVEY CONTROL
 HF0285  ___________________________________________________________________
 HF0285* NAD 83(1986)-  37 41 51.     (N)    096 51 01.     (W)     SCALED    
 HF0285* NAVD 88     -       413.598  (meters)    1356.95   (feet)  ADJUSTED  
 HF0285  ___________________________________________________________________
 HF0285  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HF0285  DYNAMIC HT  -         413.274 (meters)    1355.88  (feet)  COMP
 HF0285  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 HF0285
 HF0285  VERT ORDER  -  SECOND    CLASS 0
 HF0285
 HF0285.The horizontal coordinates were scaled from a topographic map and have
 HF0285.an estimated accuracy of +/- 6 seconds.
 HF0285
 HF0285.The orthometric height was determined by differential leveling
 HF0285.and adjusted by the National Geodetic Survey in June 1991..
 HF0285
 HF0285.The geoid height was determined by GEOID03.
 HF0285
 HF0285.The dynamic height is computed by dividing the NAVD 88
 HF0285.geopotential number by the normal gravity value computed on the
 HF0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0285.degrees latitude (g = 980.6199 gals.).
 HF0285
 HF0285.The modeled gravity was interpolated from observed gravity values.
 HF0285
 HF0285;                    North         East    Units  Estimated Accuracy
 HF0285;SPC KS S     -   515,690.      545,480.      MT  (+/- 180 meters Scaled)
 HF0285
 HF0285                          SUPERSEDED SURVEY CONTROL
 HF0285
 HF0285  NGVD 29 (??/??/92)  413.461  (m)         1356.50   (f) ADJ UNCH    2 0
 HF0285
 HF0285.Superseded values are not recommended for survey control.
 HF0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0285.See file dsdata.txt to determine how the superseded data were derived.
 HF0285
 HF0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG895744(NAD 83)
 HF0285_MARKER: DR = REFERENCE MARK DISK
 HF0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0285_STAMPING: MORRIS NO 1 1962
 HF0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0285+STABILITY: SURFACE MOTION
 HF0285
 HF0285  HISTORY     - Date     Condition        Report By
 HF0285  HISTORY     - 1962     MONUMENTED       CGS
 HF0285
 HF0285                          STATION DESCRIPTION
 HF0285
 HF0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0285'5 MI NW FROM LEON.
 HF0285'3.9 MILES WEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0285'FROM THE STATION AT LEON, THENCE 0.7 MILE NORTH ALONG U.S. 54
 HF0285'AND 77 HIGHWAYS, THENCE 0.35 MILE WEST ALONG A FENCELINE, 114.5
 HF0285'FEET NORTHEAST OF MORRIS 1962, 35 FEET NORTHWEST OF A POWER
 HF0285'POLE, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0231 ***********************************************************************
 JF0231  DESIGNATION -  MORRIS RM 1
 JF0231  PID         -  JF0231
 JF0231  STATE/COUNTY-  KS/LYON
 JF0231  USGS QUAD   -  LANG (1979)
 JF0231
 JF0231                         *CURRENT SURVEY CONTROL
 JF0231  ___________________________________________________________________
 JF0231* NAD 83(1986)-  38 24 43.     (N)    096 05 15.     (W)     SCALED    
 JF0231* NAVD 88     -       356.829  (meters)    1170.70   (feet)  ADJUSTED  
 JF0231  ___________________________________________________________________
 JF0231  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JF0231  DYNAMIC HT  -         356.569 (meters)    1169.84  (feet)  COMP
 JF0231  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 JF0231
 JF0231  VERT ORDER  -  SECOND    CLASS 0
 JF0231
 JF0231.The horizontal coordinates were scaled from a topographic map and have
 JF0231.an estimated accuracy of +/- 6 seconds.
 JF0231
 JF0231.The orthometric height was determined by differential leveling
 JF0231.and adjusted by the National Geodetic Survey in June 1991..
 JF0231
 JF0231.The geoid height was determined by GEOID03.
 JF0231
 JF0231.The dynamic height is computed by dividing the NAVD 88
 JF0231.geopotential number by the normal gravity value computed on the
 JF0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0231.degrees latitude (g = 980.6199 gals.).
 JF0231
 JF0231.The modeled gravity was interpolated from observed gravity values.
 JF0231
 JF0231;                    North         East    Units  Estimated Accuracy
 JF0231;SPC KS S     -   596,430.      610,680.      MT  (+/- 180 meters Scaled)
 JF0231
 JF0231                          SUPERSEDED SURVEY CONTROL
 JF0231
 JF0231  NGVD 29 (??/??/92)  356.678  (m)         1170.20   (f) ADJ UNCH    2 0
 JF0231
 JF0231.Superseded values are not recommended for survey control.
 JF0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0231.See file dsdata.txt to determine how the superseded data were derived.
 JF0231
 JF0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH542555(NAD 83)
 JF0231_MARKER: DR = REFERENCE MARK DISK
 JF0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0231_STAMPING: MORRIS NO 1 1974
 JF0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0231+STABILITY: SURFACE MOTION
 JF0231
 JF0231  HISTORY     - Date     Condition        Report By
 JF0231  HISTORY     - 1974     MONUMENTED       NGS
 JF0231
 JF0231                          STATION DESCRIPTION
 JF0231
 JF0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JF0231'2.8 MI E FROM EMPORIA.
 JF0231'AT THE MORRIS STATION SITE.  59.70 FEET EAST OF THE STATION, 101
 JF0231'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 50, AND 1.0 FOOT
 JF0231'NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK IS SET IN THE TOP OF A
 JF0231'CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 20 FEET ABOVE
 JF0231'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0287 ***********************************************************************
 HF0287  DESIGNATION -  MORRIS RM 2
 HF0287  PID         -  HF0287
 HF0287  STATE/COUNTY-  KS/BUTLER
 HF0287  USGS QUAD   -  LEON (1979)
 HF0287
 HF0287                         *CURRENT SURVEY CONTROL
 HF0287  ___________________________________________________________________
 HF0287* NAD 83(1986)-  37 42 02.     (N)    096 51 02.     (W)     SCALED    
 HF0287* NAVD 88     -       414.032  (meters)    1358.37   (feet)  ADJUSTED  
 HF0287  ___________________________________________________________________
 HF0287  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HF0287  DYNAMIC HT  -         413.708 (meters)    1357.31  (feet)  COMP
 HF0287  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 HF0287
 HF0287  VERT ORDER  -  SECOND    CLASS 0
 HF0287
 HF0287.The horizontal coordinates were scaled from a topographic map and have
 HF0287.an estimated accuracy of +/- 6 seconds.
 HF0287
 HF0287.The orthometric height was determined by differential leveling
 HF0287.and adjusted by the National Geodetic Survey in June 1991..
 HF0287
 HF0287.The geoid height was determined by GEOID03.
 HF0287
 HF0287.The dynamic height is computed by dividing the NAVD 88
 HF0287.geopotential number by the normal gravity value computed on the
 HF0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0287.degrees latitude (g = 980.6199 gals.).
 HF0287
 HF0287.The modeled gravity was interpolated from observed gravity values.
 HF0287
 HF0287;                    North         East    Units  Estimated Accuracy
 HF0287;SPC KS S     -   516,030.      545,450.      MT  (+/- 180 meters Scaled)
 HF0287
 HF0287                          SUPERSEDED SURVEY CONTROL
 HF0287
 HF0287  NGVD 29 (??/??/92)  413.895  (m)         1357.92   (f) ADJ UNCH    2 0
 HF0287
 HF0287.Superseded values are not recommended for survey control.
 HF0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0287.See file dsdata.txt to determine how the superseded data were derived.
 HF0287
 HF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG894747(NAD 83)
 HF0287_MARKER: DR = REFERENCE MARK DISK
 HF0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0287_STAMPING: MORRIS NO 2 1962
 HF0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0287+STABILITY: SURFACE MOTION
 HF0287
 HF0287  HISTORY     - Date     Condition        Report By
 HF0287  HISTORY     - 1962     MONUMENTED       CGS
 HF0287
 HF0287                          STATION DESCRIPTION
 HF0287
 HF0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0287'5 MI NW FROM LEON.
 HF0287'3.9 MILES WEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0287'FROM THE STATION AT LEON, THENCE 0.7 MILE NORTH ALONG U.S. 54 AND
 HF0287'77 HIGHWAYS, THENCE 0.35 MILE WEST ALONG A FENCELINE, 101.3 FEET
 HF0287'WEST OF MORRIS 1962, 4.5 FEET NORTH OF A FENCE, SET IN TOP OF
 HF0287'A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0229 ***********************************************************************
 JF0229  DESIGNATION -  MORRIS RM 2
 JF0229  PID         -  JF0229
 JF0229  STATE/COUNTY-  KS/LYON
 JF0229  USGS QUAD   -  LANG (1979)
 JF0229
 JF0229                         *CURRENT SURVEY CONTROL
 JF0229  ___________________________________________________________________
 JF0229* NAD 83(1986)-  38 24 43.     (N)    096 05 15.     (W)     SCALED    
 JF0229* NAVD 88     -       356.270  (meters)    1168.86   (feet)  ADJUSTED  
 JF0229  ___________________________________________________________________
 JF0229  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JF0229  DYNAMIC HT  -         356.011 (meters)    1168.01  (feet)  COMP
 JF0229  MODELED GRAV-     979,891.1   (mgal)                       NAVD 88
 JF0229
 JF0229  VERT ORDER  -  SECOND    CLASS 0
 JF0229
 JF0229.The horizontal coordinates were scaled from a topographic map and have
 JF0229.an estimated accuracy of +/- 6 seconds.
 JF0229
 JF0229.The orthometric height was determined by differential leveling
 JF0229.and adjusted by the National Geodetic Survey in June 1991..
 JF0229
 JF0229.The geoid height was determined by GEOID03.
 JF0229
 JF0229.The dynamic height is computed by dividing the NAVD 88
 JF0229.geopotential number by the normal gravity value computed on the
 JF0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0229.degrees latitude (g = 980.6199 gals.).
 JF0229
 JF0229.The modeled gravity was interpolated from observed gravity values.
 JF0229
 JF0229;                    North         East    Units  Estimated Accuracy
 JF0229;SPC KS S     -   596,430.      610,680.      MT  (+/- 180 meters Scaled)
 JF0229
 JF0229                          SUPERSEDED SURVEY CONTROL
 JF0229
 JF0229  NGVD 29 (??/??/92)  356.119  (m)         1168.37   (f) ADJ UNCH    2 0
 JF0229
 JF0229.Superseded values are not recommended for survey control.
 JF0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0229.See file dsdata.txt to determine how the superseded data were derived.
 JF0229
 JF0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH542555(NAD 83)
 JF0229_MARKER: DR = REFERENCE MARK DISK
 JF0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0229_STAMPING: MORRIS NO 2 1974
 JF0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0229+STABILITY: SURFACE MOTION
 JF0229
 JF0229  HISTORY     - Date     Condition        Report By
 JF0229  HISTORY     - 1974     MONUMENTED       NGS
 JF0229
 JF0229                          STATION DESCRIPTION
 JF0229
 JF0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JF0229'2.8 MI E FROM EMPORIA.
 JF0229'AT THE MORRIS STATION SITE.  61.24 FEET WEST OF THE STATION, 157
 JF0229'FEET EAST OF A FENCE CORNER, 100.0 FEET SOUTH OF THE CENTERLINE
 JF0229'OF U.S. HIGHWAY 50, AND 1.2 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 JF0229'THE MARK IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 JF0229'AND IS ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0232 ***********************************************************************
 JF0232  DESIGNATION -  MORRIS RM 3
 JF0232  PID         -  JF0232
 JF0232  STATE/COUNTY-  KS/LYON
 JF0232  USGS QUAD   -  LANG (1979)
 JF0232
 JF0232                         *CURRENT SURVEY CONTROL
 JF0232  ___________________________________________________________________
 JF0232* NAD 83(1997)-  38 24 45.59773(N)    096 04 47.25972(W)     ADJUSTED  
 JF0232* NAVD 88     -       356.001  (meters)    1167.98   (feet)  ADJUSTED  
 JF0232  ___________________________________________________________________
 JF0232  X           -    -530,028.108 (meters)                     COMP
 JF0232  Y           -  -4,976,205.620 (meters)                     COMP
 JF0232  Z           -   3,941,639.824 (meters)                     COMP
 JF0232  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 JF0232  ELLIP HEIGHT-         325.17  (meters)          (07/29/04) GPS OBS
 JF0232  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 JF0232  DYNAMIC HT  -         355.742 (meters)    1167.13  (feet)  COMP
 JF0232  MODELED GRAV-     979,891.2   (mgal)                       NAVD 88
 JF0232
 JF0232  HORZ ORDER  -  FIRST
 JF0232  VERT ORDER  -  SECOND    CLASS 0
 JF0232  ELLP ORDER  -  FOURTH    CLASS II
 JF0232
 JF0232.The horizontal coordinates were established by GPS observations
 JF0232.and adjusted by the National Geodetic Survey in November 1998..
 JF0232
 JF0232.The orthometric height was determined by differential leveling
 JF0232.and adjusted by the National Geodetic Survey in June 1991..
 JF0232
 JF0232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF0232
 JF0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0232
 JF0232.The ellipsoidal height was determined by GPS observations
 JF0232.and is referenced to NAD 83.
 JF0232
 JF0232.The geoid height was determined by GEOID03.
 JF0232
 JF0232.The dynamic height is computed by dividing the NAVD 88
 JF0232.geopotential number by the normal gravity value computed on the
 JF0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0232.degrees latitude (g = 980.6199 gals.).
 JF0232
 JF0232.The modeled gravity was interpolated from observed gravity values.
 JF0232
 JF0232;                    North         East     Units Scale Factor Converg.
 JF0232;SPC KS S     -   596,527.064   611,346.501   MT  0.99997317   +1 29 14.2
 JF0232;UTM  14      - 4,255,641.790   754,968.293   MT  1.00040067   +1 48 55.3
 JF0232;UTM  15      - 4,256,095.610   231,094.729   MT  1.00049061   -1 54 52.9
 JF0232
 JF0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0232!SPC KS S     -   0.99994898  x   0.99997317  =   0.99992215
 JF0232!UTM  14      -   0.99994898  x   1.00040067  =   1.00034963
 JF0232!UTM  15      -   0.99994898  x   1.00049061  =   1.00043957
 JF0232
 JF0232                          SUPERSEDED SURVEY CONTROL
 JF0232
 JF0232  ELLIP H (11/30/98)  325.21   (m)                       GP(       ) 1 2
 JF0232  NAVD 88 (11/30/98)  356.00   (m)         1168.0    (f) LEVELING    3  
 JF0232  NGVD 29 (??/??/92)  355.850  (m)         1167.48   (f) ADJ UNCH    2 0
 JF0232
 JF0232.Superseded values are not recommended for survey control.
 JF0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0232.See file dsdata.txt to determine how the superseded data were derived.
 JF0232
 JF0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5496855642(NAD 83)
 JF0232_MARKER: DR = REFERENCE MARK DISK
 JF0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0232_STAMPING: MORRIS NO 3 AZ 1974
 JF0232_MARK LOGO: NGS   
 JF0232_PROJECTION: FLUSH
 JF0232_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0232+STABILITY: SURFACE MOTION
 JF0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0232+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1998
 JF0232
 JF0232  HISTORY     - Date     Condition        Report By
 JF0232  HISTORY     - 1974     MONUMENTED       NGS
 JF0232  HISTORY     - 19981013 GOOD             NGS
 JF0232
 JF0232                          STATION DESCRIPTION
 JF0232
 JF0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JF0232'3.3 MI E FROM EMPORIA.
 JF0232'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 JF0232'THE BUSINESS ROUTE OF U.S. HIGHWAY 50, WHICH IS ABOUT 2.5 MILES
 JF0232'EAST OF DOWNTOWN EMPORIA, GO EAST ALONG U.S. HIGHWAY 50 FOR
 JF0232'3.3 MILES TO THE MARK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JF0232'THE GROUND.  THE MARK IS 75 FEET NORTH OF THE CENTERLINE OF
 JF0232'HIGHWAY, 75 FEET WEST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD,
 JF0232'1.9 FEET SOUTHWEST OF A METAL WITNESS SIGN, 1.6 FEET WEST OF A
 JF0232'CONCRETE RIGHT-OF-WAY POST AND IS ABOUT 5 FEET ABOVE THE LEVEL OF
 JF0232'THE ROAD.
 JF0232
 JF0232                          STATION RECOVERY (1998)
 JF0232
 JF0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 JF0232'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF EMPORIA, KANSAS,
 JF0232'ON THE NORTH SIDE OF OLD HIGHWAY 50.  OWNERSHIP--HIGHWAY RIGHT OF WAY.
 JF0232'TO REACH THE STATION FROM THE JUNCTION INTERSTATE 35 AND OLD HIGHWAY
 JF0232'50 (ROAD 175) , GO EAST ON ROAD 175 (OLD HIGHWAY 50) FOR 3.3 MI (5.3
 JF0232'KM) TO THE STATION ON THE LEFT.  LOCATED 32.5 M (106.6 FT) WEST FROM
 JF0232'THE CENTERLINE OF ROAD S, 23.0 M (75.5 FT) NORTH FROM CENTERLINE OF
 JF0232'ROAD 175, AND 0.8 M (2.6 FT) WEST FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0793 ***********************************************************************
 HH0793  DESIGNATION -  MORTON
 HH0793  PID         -  HH0793
 HH0793  STATE/COUNTY-  KS/MORTON
 HH0793  USGS QUAD   -  ELKHART NE (1973)
 HH0793
 HH0793                         *CURRENT SURVEY CONTROL
 HH0793  ___________________________________________________________________
 HH0793* NAD 83(1997)-  37 09 53.24977(N)    101 51 48.85802(W)     ADJUSTED  
 HH0793* NAVD 88     -      1064.5    (meters)    3492.     (feet)  VERTCON   
 HH0793  ___________________________________________________________________
 HH0793  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 HH0793  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 HH0793
 HH0793  HORZ ORDER  -  FIRST
 HH0793
 HH0793.The horizontal coordinates were established by classical geodetic methods
 HH0793.and adjusted by the National Geodetic Survey in October 1998..
 HH0793
 HH0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0793
 HH0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0793
 HH0793.The geoid height was determined by GEOID03.
 HH0793
 HH0793;                    North         East     Units Scale Factor Converg.
 HH0793;SPC KS S     -   460,673.351   101,308.572   MT  1.00002159   -2 04 01.2
 HH0793;UTM  14      - 4,116,993.824   245,732.713   MT  1.00039650   -1 43 51.0
 HH0793
 HH0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0793!SPC KS S     -   0.99983687  x   1.00002159  =   0.99985846
 HH0793!UTM  14      -   0.99983687  x   1.00039650  =   1.00023331
 HH0793
 HH0793:                Primary Azimuth Mark                     Grid Az
 HH0793:SPC KS S     -  MORTON AZ MK                             010 36 30.8
 HH0793:UTM  14      -  MORTON AZ MK                             010 16 20.6
 HH0793
 HH0793|---------------------------------------------------------------------|
 HH0793| PID    Reference Object                     Distance      Geod. Az  |
 HH0793|                                                           dddmmss.s |
 HH0793| CM9589 MORTON AZ MK                                       0083229.6 |
 HH0793| CM9590 MORTON RM 1                          30.745 METERS 04618     |
 HH0793| HH0796 RILEY RESET                         APPROX.10.8 KM 1693003.8 |
 HH0793| CM9591 MORTON RM 2                          29.991 METERS 17908     |
 HH0793|---------------------------------------------------------------------|
 HH0793
 HH0793                          SUPERSEDED SURVEY CONTROL
 HH0793
 HH0793  NAD 83(1997)-  37 09 53.24963(N)    101 51 48.85774(W) AD(       ) 1
 HH0793  NAD 83(1997)-  37 09 53.25665(N)    101 51 48.84854(W) AD(       ) 1
 HH0793  NAD 83(1986)-  37 09 53.25865(N)    101 51 48.84777(W) AD(       ) 1
 HH0793  NAD 27      -  37 09 53.17091(N)    101 51 47.25118(W) AD(       ) 1
 HH0793  NGVD 29 (07/19/86) 1064.1    (m)         3491.     (f) VERT ANG       
 HH0793
 HH0793.Superseded values are not recommended for survey control.
 HH0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0793.See file dsdata.txt to determine how the superseded data were derived.
 HH0793
 HH0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4573316994(NAD 83)
 HH0793_MARKER: DS = TRIANGULATION STATION DISK
 HH0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0793+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 HH0793
 HH0793  HISTORY     - Date     Condition        Report By
 HH0793  HISTORY     - 1934     MONUMENTED       CGS
 HH0793  HISTORY     - 1964     GOOD             CGS
 HH0793  HISTORY     - 1972     GOOD             USGS
 HH0793  HISTORY     - 1972     GOOD             USGS
 HH0793  HISTORY     - 20031112 GOOD             INDIV
 HH0793
 HH0793                          STATION DESCRIPTION
 HH0793
 HH0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0793'STATION IS LOCATED IN SECTION 22 APPROXIMATELY, T 33 S, R 42 W.
 HH0793'IN THE ROADWAY ALLOWANCE BETWEEN SECTIONS.  IT IS 1 FOOT E OF
 HH0793'W RIGHT-OF-WAY FENCE AND 200 YARDS S OF DESERTED RANCH BUILDINGS.
 HH0793'
 HH0793'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0793'BRONZE DISKS SET IN CONCRETE.
 HH0793'
 HH0793'REFERENCE MARK NO. 1 IS NE OF STATION, 1.5 FEET E OF N-S FENCE,
 HH0793'34 FEET E OF CENTER LINE OF ROAD.
 HH0793'
 HH0793'REFERENCE MARK NO. 2 IS S OF STATION, 1.5 FEET W OF WIRE FENCE,
 HH0793'34 FEET W OF CENTER LINE OF ROAD.
 HH0793'
 HH0793'AZIMUTH MARK IS NNE OF STATION, 42 FEET N OF CENTER LINE OF
 HH0793'GRADED ROAD, 225 FEET E OF INTERSECTION OF GRADED ROAD AND
 HH0793'SECTION LINE ROAD.  AZIMUTH IS NOT VISIBLE FROM GROUND AT STATION.
 HH0793'
 HH0793'ALL MARKS PROJECT 4 INCHES.
 HH0793'
 HH0793'STATION IS REACHED FROM ELKHART, BY DRIVING N ON STATE HIGHWAY
 HH0793'27 FOR 11 MILES TO GRADED ROAD INTERSECTION.  TURN E ON GRADED
 HH0793'ROAD AND GO 2.0 MILES, PASSING LARGE WHITE SCHOOL ON N SIDE OF
 HH0793'ROAD, TO SECTION LINE ROAD INTERSECTION.  TURN S ON SAND TRAIL
 HH0793'AND DRIVE 0.4 MILE TO DESERTED RANCH BUILDINGS AND STATION.
 HH0793'
 HH0793'A 35-FOOT STAND WILL CLEAR ALL LINES.
 HH0793
 HH0793                          STATION RECOVERY (1964)
 HH0793
 HH0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AWH)
 HH0793'STATION FOUND AS DESCRIBED.
 HH0793'
 HH0793'STATION MARK AND BOTH REFERENCE MARKS FOUND IN GOOD CONDITION.
 HH0793'
 HH0793'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE DESCRIBED
 HH0793'POSITION OF THE AZIMUTH NOW FALLS IN A CULTIVATED FIELD.
 HH0793
 HH0793                          STATION RECOVERY (1972)
 HH0793
 HH0793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0793'THE OLD DESCRIPTION IS ADEQUATE.
 HH0793'
 HH0793'STANDARD BRACED TRIPOD USED.
 HH0793
 HH0793                          STATION RECOVERY (1972)
 HH0793
 HH0793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DGC)
 HH0793'THE OLD DESCRIPTION IS ADEQUATE
 HH0793'
 HH0793'STATION IS OK (1934)
 HH0793'
 HH0793'R.M. 2 IS OK (1934)
 HH0793'
 HH0793'R.M. 1 IS OK (1934)
 HH0793'
 HH0793'AZ. MK. NOT FOUND
 HH0793'
 HH0793'DISTANCE TO R.M. 1 MISSED +0.04 FT.
 HH0793'
 HH0793'DISTANCE FO R.M. 2 MISSED +0.02 FT.
 HH0793'
 HH0793'DIRECTION TO R.M. 1 MISSED +148 SEC
 HH0793'
 HH0793'DIRECTION TO R.M. 2 MISSED +6 SEC
 HH0793'
 HH0793'DISTANCE BETWEEN R.M. 1 AND R.M. 2 MISSED -0.08 FT.
 HH0793
 HH0793                          STATION RECOVERY (2003)
 HH0793
 HH0793'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 HH0793'THE WHITE SCHOOL AND ABANDONED RANCH BUILDINGS ARE GONE.
 HH0793' 
 HH0793'FROM STATE HWY. 27 GO EAST ON COUNTY RD. N 2.0 MILES TO A TRACK ROAD.
 HH0793'SOUTH ON TRACK ROAD 0.4 MILES TO STATION ON THE RIGHT.
 HH0793' 
 HH0793'STATION MARK IS 55.6 FEET WEST OF BARBED-WIRE FENCE AND 22.0 FEET WEST
 HH0793'OF TRACK ROAD.  A CARSONITE WITNESS POST IS 1.4 FEET WEST OF STATION.
 HH0793' 
 HH0793' 
 HH0793'REFERENCE MARK NO. 1 IS 18.6 FEET EAST OF BARBED WIRE FENCE.
 HH0793' 
 HH0793'REFERENCE MARK NO. 2 IS SOUTH OF STATION MARK BUT HAS BEEN DISTURBED
 HH0793'BY MACHINERY AND LEANS NORTH.
 HH0793' 
 HH0793'POSITION OF AZIMUTH MARK FALLS IN A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1449 ***********************************************************************
 HF1449  DESIGNATION -  MORTON
 HF1449  PID         -  HF1449
 HF1449  STATE/COUNTY-  KS/SEDGWICK
 HF1449  USGS QUAD   -  CHENEY SE (1965)
 HF1449
 HF1449                         *CURRENT SURVEY CONTROL
 HF1449  ___________________________________________________________________
 HF1449* NAD 83(1997)-  37 36 58.24406(N)    097 46 16.64706(W)     ADJUSTED  
 HF1449* NAVD 88     -       420.     (meters)    1378.     (feet)  SCALED    
 HF1449  ___________________________________________________________________
 HF1449  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 HF1449  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HF1449
 HF1449  HORZ ORDER  -  THIRD
 HF1449
 HF1449.The horizontal coordinates were established by classical geodetic methods
 HF1449.and adjusted by the National Geodetic Survey in October 1998..
 HF1449
 HF1449.The orthometric height was scaled from a topographic map.
 HF1449
 HF1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1449
 HF1449.The geoid height was determined by GEOID03.
 HF1449
 HF1449;                    North         East     Units Scale Factor Converg.
 HF1449;SPC KS S     -   505,632.593   464,332.571   MT  0.99994968   +0 26 52.1
 HF1449;UTM  14      - 4,163,940.427   608,439.342   MT  0.99974484   +0 45 00.1
 HF1449
 HF1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1449!SPC KS S     -   0.99993855  x   0.99994968  =   0.99988823
 HF1449!UTM  14      -   0.99993855  x   0.99974484  =   0.99968341
 HF1449
 HF1449|---------------------------------------------------------------------|
 HF1449| PID    Reference Object                     Distance      Geod. Az  |
 HF1449|                                                           dddmmss.s |
 HF1449| CL4951 MORTON RM 1                          13.523 METERS 17819     |
 HF1449| CL4950 W 312                                              1815957.0 |
 HF1449| CL4952 MORTON RM 2                          23.372 METERS 26744     |
 HF1449| HF1445 CHENEY COOP GRAIN ELEVATOR          APPROX. 1.6 KM 3145605.9 |
 HF1449| HF1441 CHENEY CO LT PWR W RAD MAST         APPROX. 1.6 KM 3240349.0 |
 HF1449| HF1444 CHENEY MUNICIPAL TANK               APPROX. 2.2 KM 3242827.2 |
 HF1449|---------------------------------------------------------------------|
 HF1449
 HF1449                          SUPERSEDED SURVEY CONTROL
 HF1449
 HF1449  NAD 83(1997)-  37 36 58.25065(N)    097 46 16.64712(W) AD(       ) 3
 HF1449  NAD 83(1986)-  37 36 58.25344(N)    097 46 16.64447(W) AD(       ) 3
 HF1449  NAD 27      -  37 36 58.20148(N)    097 46 15.46226(W) AD(       ) 3
 HF1449
 HF1449.Superseded values are not recommended for survey control.
 HF1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1449.See file dsdata.txt to determine how the superseded data were derived.
 HF1449
 HF1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0843963940(NAD 83)
 HF1449_MARKER: DS = TRIANGULATION STATION DISK
 HF1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1449_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1449
 HF1449  HISTORY     - Date     Condition        Report By
 HF1449  HISTORY     - 1957     MONUMENTED       CGS
 HF1449
 HF1449                          STATION DESCRIPTION
 HF1449
 HF1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1449'THE STATION IS LOCATED ON HIGHWAY RIGHT-OF-WAY PROPERTY
 HF1449'ALONG THE EAST SIDE OF A PAVED ROAD.  IT IS ABOUT 13 MILES
 HF1449'AIRLINE NORTH OF MILTON AND 1/2 MILE AIRLINE SOUTHEAST OF
 HF1449'CHENEY.
 HF1449'
 HF1449'TO REACH FROM THE U.S. POST OFFICE IN CHENEY, GO SOUTH ON
 HF1449'THE MAIN STREET FOR 0.5 MILE TO A T-INTERSECTION.  TURN
 HF1449'LEFT AND GO EAST FOR 0.4 MILE TO A PAVED T-ROAD RIGHT.  TURN
 HF1449'RIGHT AND GO SOUTH FOR 0.2 MILE TO THE STATION ON THE LEFT.
 HF1449'
 HF1449'THE STATION MARK IS A STANDARD DISK STAMPED MORTON 1957,
 HF1449'SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE CYLINDER THAT
 HF1449'PROJECTS 3 INCHES.  IT IS 3 FEET WEST OF A FENCE LINE, 42
 HF1449'FEET EAST OF THE CENTER LINE OF A PAVED ROAD AND 24 FEET
 HF1449'SOUTHWEST OF A TELEPHONE POLE.
 HF1449'
 HF1449'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MORTON
 HF1449'NO 1 1957, SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE
 HF1449'CYLINDER THAT PROJECTS 7 INCHES.  IT IS 43 FEET EAST OF
 HF1449'THE CENTER LINE OF THE PAVED ROAD, 18 INCHES WEST OF A FENCE
 HF1449'LINE AND AT THE SAME ELEVATION AS THE STATION.
 HF1449'
 HF1449'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MORTON
 HF1449'NO 2 1957, SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE
 HF1449'CYLINDER THAT PROJECTS 2 INCHES.  IT IS 42 FEET WEST OF
 HF1449'THE CENTER LINE OF THE PAVED ROAD, 1 FOOT EAST OF A FENCE
 HF1449'LINE AND AT THE SAME ELEVATION AS THE STATION.
 HF1449'
 HF1449'U.S. COAST AND GEODETIC SURVEY BENCH MARK W312 WILL SERVE
 HF1449'AS THE AZIMUTH MARK.  IT IS A STANDARD BENCH MARK DISK STAMPED
 HF1449'W312 1956, CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING
 HF1449'AT THE NORTH END OF THE EAST RAIL OF A LARGE BRIDGE CROSSING
 HF1449'THE NINNESCAH RIVER.  IT IS 13 FEET EAST OF THE CENTER LINE
 HF1449'OF THE BRIDGE AND 16 INCHES ABOVE THE ROAD LEVEL.  TO REACH
 HF1449'FROM THE STATION, GO SOUTH ON PAVED ROAD FOR 0.9 MILE TO
 HF1449'NORTH END OF BRIDGE AND THE BENCH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1211 ***********************************************************************
 HF1211  DESIGNATION -  MOSELEY
 HF1211  PID         -  HF1211
 HF1211  STATE/COUNTY-  KS/SEDGWICK
 HF1211  USGS QUAD   -  ANDOVER (1982)
 HF1211
 HF1211                         *CURRENT SURVEY CONTROL
 HF1211  ___________________________________________________________________
 HF1211* NAD 83(1997)-  37 38 43.94190(N)    097 14 07.17927(W)     ADJUSTED  
 HF1211* NAVD 88     -       426.5    (meters)    1399.     (feet)  VERTCON   
 HF1211  ___________________________________________________________________
 HF1211  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 HF1211  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF1211
 HF1211  HORZ ORDER  -  FIRST
 HF1211
 HF1211.The horizontal coordinates were established by classical geodetic methods
 HF1211.and adjusted by the National Geodetic Survey in October 1998..
 HF1211
 HF1211.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1211
 HF1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1211
 HF1211.The geoid height was determined by GEOID03.
 HF1211
 HF1211;                    North         East     Units Scale Factor Converg.
 HF1211;SPC KS S     -   509,396.643   511,602.488   MT  0.99994713   +0 46 37.8
 HF1211;UTM  14      - 4,167,952.640   655,682.595   MT  0.99989854   +1 04 40.9
 HF1211
 HF1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1211!SPC KS S     -   0.99993759  x   0.99994713  =   0.99988472
 HF1211!UTM  14      -   0.99993759  x   0.99989854  =   0.99983614
 HF1211
 HF1211|---------------------------------------------------------------------|
 HF1211| PID    Reference Object                     Distance      Geod. Az  |
 HF1211|                                                           dddmmss.s |
 HF1211| CL5793 MOSELEY RM 1                         24.234 METERS 00006     |
 HF1211| HF1212 WICHITA KFH RADIO MAST              APPROX. 5.3 KM 0041425.3 |
 HF1211| HF1210 WICHITA BEECH AIRCRAFT CO TANK      APPROX. 5.5 KM 0122112.1 |
 HF1211| CL5794 MOSELEY RM 2                         23.893 METERS 17947     |
 HF1211| HF1226 WICHITA MUN APT CONTROL TOWER       APPROX. 3.7 KM 2461946.5 |
 HF1211| HF1213 MOSELEY RM 3                         12.587 METERS 27035     |
 HF1211| HF1218 WICHITA FRIENDS UNIV CLK TWR        APPROX.12.1 KM 2871701.1 |
 HF1211| HF1219 WICHITA VETERANS HOSPITAL DOME      APPROX. 5.3 KM 3184553.2 |
 HF1211| HF1221 WICHITA VETERANS HOSPITAL STK       APPROX. 5.2 KM 3213407.6 |
 HF1211| HF1262 N WICHITA KANS GAS ELEC CO STK      APPROX.16.9 KM 3215826.8 |
 HF1211| HF1217 WICHITA WATER CO TANK               APPROX. 7.3 KM 3221446.3 |
 HF1211| CL5792 MOSELEY AZ MK                                      3290915.4 |
 HF1211|---------------------------------------------------------------------|
 HF1211
 HF1211                          SUPERSEDED SURVEY CONTROL
 HF1211
 HF1211  NAD 83(1997)-  37 38 43.94962(N)    097 14 07.17487(W) AD(       ) 1
 HF1211  NAD 83(1986)-  37 38 43.95447(N)    097 14 07.17471(W) AD(       ) 1
 HF1211  NAD 27      -  37 38 43.89767(N)    097 14 06.01278(W) AD(       ) 1
 HF1211  NGVD 29 (07/19/86)  426.4    (m)         1399.     (f) VERT ANG       
 HF1211
 HF1211.Superseded values are not recommended for survey control.
 HF1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1211.See file dsdata.txt to determine how the superseded data were derived.
 HF1211
 HF1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5568367953(NAD 83)
 HF1211_MARKER: DS = TRIANGULATION STATION DISK
 HF1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1211
 HF1211  HISTORY     - Date     Condition        Report By
 HF1211  HISTORY     - 1940     MONUMENTED       CGS
 HF1211  HISTORY     - 1944     GOOD             CGS
 HF1211  HISTORY     - 1954     GOOD             CGS
 HF1211  HISTORY     - 1972     GOOD             NGS
 HF1211
 HF1211                          STATION DESCRIPTION
 HF1211
 HF1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1211'STATION IS LOCATED ABOUT 6.5 MILES SE OF WICHITA AND 7.5
 HF1211'MILES NE OF DERBY, IN THE NE 1/4 OF SECTION 5, T 28 S, R 2 E, ON
 HF1211'PROPERTY OWNED BY MR. MOSELEY OF CALIFORNIA AND OCCUPIED BY MR.
 HF1211'BOYER.  STATION MARK IS STAMPED MOSELEY 1940 AND PROJECTS
 HF1211'8 INCHES.  IT IS 1 FOOT E OF A FENCE AND 3 FEET S OF A WHITE
 HF1211'REFERENCE POST.
 HF1211'
 HF1211'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1211'BRONZE DISKS SET IN CONCRETE.
 HF1211'
 HF1211'REFERENCE MARK NO. 1 IS STAMPED MOSELEY NO. 1 1940 AND PROJECTS
 HF1211'6 INCHES.  IT IS 1 FOOT E OF A FENCE.
 HF1211'
 HF1211'REFERENCE MARK NO. 2 IS STAMPED MOSELEY NO. 2 1940 AND PROJECTS
 HF1211'12 INCHES.  IT IS 1 FOOT E OF A FENCE.
 HF1211'
 HF1211'THE AZIMUTH MARK IS STAMPED MOSELEY 1940 AND PROJECTS 10
 HF1211'INCHES.  IT IS 29 FEET S OF THE CENTER OF A GRAVEL ROAD,
 HF1211'1 FOOT N OF A FENCE, 3 FEET W OF A WHITE REFERENCE POST AND
 HF1211'27 FEET E OF A FENCE CORNER.  TO REACH THE AZIMUTH MARK
 HF1211'FROM LANE LEADING TO STATION AT MR. BOYERS HOUSE, GO W ON
 HF1211'GRAVEL ROAD 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT, (S)
 HF1211'SIDE OF THE ROAD.
 HF1211'
 HF1211'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81
 HF1211'AND STATE HIGHWAY 15 IN WICHITA, GO S AND E ON STATE HIGHWAY 15
 HF1211'FOR 6 MILES TO A CROSS ROAD JUST E OF THE CESSNA AIRCRAFT
 HF1211'PLANT, TURN LEFT, (E) AND GO 3 MILES TO MR. BOYERS HOUSE ON
 HF1211'THE RIGHT (S) SIDE OF THE ROAD, TURN RIGHT INTO BARNYARD,
 HF1211'TURN RIGHT THROUGH GATE ON S SIDE OF BARN AND FOLLOW TRACKS
 HF1211'0.5 MILE SW ACROSS PASTURE TO AN E-W FENCE LINE AND STATION.
 HF1211'
 HF1211'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HF1211
 HF1211                          STATION RECOVERY (1944)
 HF1211
 HF1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 HF1211'ALL MARKS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION SHOULD
 HF1211'BE CHANGED TO READ AS FOLLOWS-
 HF1211'
 HF1211'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 HF1211'STATE HIGHWAY 15 IN WICHITA, GO S ON BROADWAY 2.0 MILES TO PAWNEE
 HF1211'ROAD, TURN LEFT (E) AND GO 5.9 MILES TO MR. BOYERS HOUSE
 HF1211'ON THE RIGHT (S) SIDE OF ROAD, PASSING THE N SIDE OF THE
 HF1211'CESSNA AIRCRAFT PLANT AT 3.8 MILES, TURN RIGHT INTO BARNYARD,
 HF1211'TURN RIGHT THROUGH GATE AT S SIDE OF BARN AND FOLLOW TRACK
 HF1211'0.5 MILE SW ACROSS PASTURE TO THE JUNCTION OF A N-S AND E-W
 HF1211'FENCE.  STATION IS 10 FEET N OF JUNCTION AND 1 FOOT E OF A
 HF1211'FENCE.
 HF1211
 HF1211                          STATION RECOVERY (1954)
 HF1211
 HF1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 HF1211'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 HF1211'THE AZIMUTH MARK HAS BEEN DISTURBED.  IT APPEARS THAT THE
 HF1211'MONUMENT WAS HIT BY A HEAVY PIECE OF MACHINERY SUCH AS A
 HF1211'BULLDOZER.
 HF1211'
 HF1211'TO REACH FROM THE INTERSECTION OF HYDRAULIC, KELLOGG AND
 HF1211'GEORGE WASHINGTON BOULEVARD IN THE SE OF WICHITA, GO SE ON
 HF1211'GEORGE WASHINGTON BOULEVARD FOR 2.6 MI. TO PAWNEE AVENUE,
 HF1211'THENCE E FOR 3 MI. TO A N-S FENCE LINE.  STATION IS ABOUT
 HF1211'1700 FT. S OF PAWNEE AVENUE IN THE N-S FENCE LINE ON THE
 HF1211'HIGHEST POINT IN THE VICINITY.
 HF1211
 HF1211                          STATION RECOVERY (1972)
 HF1211
 HF1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF1211'THE STATION MARK, REFERENCE MARKS 1, AND 2 WERE RECOVERED
 HF1211'IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN STRUCK BY
 HF1211'MACHINERY BUT IS SOLID.  THE DIRECTIONS TO REFERENCE MARKS
 HF1211'1 AND 2 CHECKED.  HOWEVER, THE DISTANCE TO REFERENCE MARK
 HF1211'1 WAS FOUND TO BE 0.017 METER LONGER AND REFERENCE MARK
 HF1211'2 WAS FOUND TO BE 0.007 METER SHORTER THAN PREVIOUSLY MEASURED.
 HF1211'THE DIRECTION TO THE AZIMUTH MARK DID NOT CHECK THE 1940 DATA
 HF1211'BY 1 MINUTE.  A 1954 RECOVERY NOTE STATES THE MARK HAD BEEN
 HF1211'DISTURBED.  HOWEVER, THE 1954 OBSERVATIONS WERE NOT AVAILABLE
 HF1211'FOR A COMPARISON.  IT IS NOT POSSIBLE TO ERECT A TOWER OVER
 HF1211'THE STATION DUE TO A POWER TRANSMISSION LINE PASSING OVERHEAD.
 HF1211'THEREFORE, STATION MOSELEY 1940 RM 3 WAS ESTABLISHED.
 HF1211'THE PREVIOUS DESCRIPTIONS TO REACH THE STATION ARE NOW
 HF1211'INADEQUATE.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 HF1211'
 HF1211'THE STATION IS ABOUT 5-1/2 MILES EAST AND 2-1/4 MILES SOUTH
 HF1211'OF WICHITA, IN PASTURE LAND AND IN SEC. 5, T. 28 S., R. 2 E.
 HF1211'ON PROPERTY LEASED BY F.S. BROWN WHOSE ADDRESS IS 2728 SOUTH ROCK
 HF1211'ROAD.
 HF1211'
 HF1211'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54,
 HF1211'STATE HIGHWAY 96 AND ROCK ROAD, IN THE EAST EDGE OF WICHITA,
 HF1211'GO SOUTH ON ROCK ROAD FOR 2.0 MILES TO PAWNEE AVENUE ON THE
 HF1211'LEFT.  TURN LEFT AND GO EAST ON PAWNEE AVENUE FOR 0.3 MILE
 HF1211'TO A GATE AND DRIVE ON THE RIGHT.  GATE IS LOCKED AND KEY
 HF1211'CAN BE OBTAINED FROM F.S. BROWN.  TURN RIGHT, PASS THROUGH
 HF1211'GATE AND GO SOUTHEAST FOR 0.55 MILE ACROSS THE PASTURE TO
 HF1211'THE STATION.
 HF1211'
 HF1211'STATION MARK IS A STANDARD DISK, STAMPED MOSELEY 1940, SET IN
 HF1211'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HF1211'7 INCHES ABOVE THE GROUND.  IT IS 70.0 FEET SOUTH OF A LONE
 HF1211'TREE WHICH IS 8 INCHES IN DIAMETER, 3.0 FEET SOUTH OF A
 HF1211'WOODEN WITNESS POST, 2.2 FEET NORTH OF A METAL WITNESS POST
 HF1211'AND 0.5 FOOT EAST OF A FENCE.
 HF1211'
 HF1211'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOSELEY NO 1 1940,
 HF1211'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 HF1211'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 81.7 FEET NORTH OF
 HF1211'THE METAL WITNESS POST, 9.6 FEET NORTH OF THE LONE TREE, 0.3
 HF1211'FOOT EAST OF THE FENCE AND ABOUT THE SAME IN ELEVATION AS THE
 HF1211'STATION.
 HF1211'
 HF1211'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOSELEY NO 2 1940,
 HF1211'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 HF1211'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 76.2 FEET SOUTH OF THE
 HF1211'METAL WITNESS POST, 25.2 FEET SOUTH OF A POWER LINE POLE, 0.3
 HF1211'FEET EAST OF THE FENCE AND ABOUT THE SAME IN ELEVATION AS
 HF1211'THE STATION.
 HF1211'
 HF1211'REFERENCE MARKS 3 ARE STANDARD DISKS, STAMPED MOSELEY 1940
 HF1211'NO 3 1972.  THE SURFACE MARK IS SET IN A 12-INCH CYLINDRICAL
 HF1211'CONCRETE MONUMENT THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT
 HF1211'IS 81.7 FEET SOUTHWEST OF THE LONE TREE, 69.4 FEET NORTHWEST OF
 HF1211'THE POWER LINE POLE, 41.0 FEET WEST OF THE METAL WITNESS
 HF1211'POST AND FENCE, AND ABOUT 2.0 FEET LOWER IN ELEVATION THAN THE
 HF1211'STATION.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 HF1211'CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 HF1211'
 HF1211'AZIMUTH MARK IS A STANDARD DISK, STAMPED MOSELEY 1940, SET
 HF1211'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HF1211'4 INCHES ABOVE THE GROUND.  IT IS 38.5 FEET SOUTH OF THE CENTER
 HF1211'OF PAWNEE AVENUE, 20.0 FEET EAST OF THE CENTER OF THE DRIVE,
 HF1211'2.1 FEET NORTH OF A FENCE AND 1.9 FEET EAST OF A METAL WITNESS
 HF1211'POST.
 HF1211'
 HF1211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES
 HF1211'SOUTHEAST OF WICHITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1213 ***********************************************************************
 HF1213  DESIGNATION -  MOSELEY RM 3
 HF1213  PID         -  HF1213
 HF1213  STATE/COUNTY-  KS/SEDGWICK
 HF1213  USGS QUAD   -  ANDOVER (1982)
 HF1213
 HF1213                         *CURRENT SURVEY CONTROL
 HF1213  ___________________________________________________________________
 HF1213* NAD 83(1997)-  37 38 43.94608(N)    097 14 07.69269(W)     ADJUSTED  
 HF1213* NAVD 88     -       425.8    (meters)    1397.     (feet)  VERTCON   
 HF1213  ___________________________________________________________________
 HF1213  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 HF1213  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF1213
 HF1213  HORZ ORDER  -  FIRST
 HF1213
 HF1213.The horizontal coordinates were established by classical geodetic methods
 HF1213.and adjusted by the National Geodetic Survey in October 1998..
 HF1213
 HF1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1213
 HF1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1213
 HF1213.The geoid height was determined by GEOID03.
 HF1213
 HF1213;                    North         East     Units Scale Factor Converg.
 HF1213;SPC KS S     -   509,396.601   511,589.902   MT  0.99994713   +0 46 37.5
 HF1213;UTM  14      - 4,167,952.532   655,670.010   MT  0.99989849   +1 04 40.6
 HF1213
 HF1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1213!SPC KS S     -   0.99993770  x   0.99994713  =   0.99988483
 HF1213!UTM  14      -   0.99993770  x   0.99989849  =   0.99983620
 HF1213
 HF1213|---------------------------------------------------------------------|
 HF1213| PID    Reference Object                     Distance      Geod. Az  |
 HF1213|                                                           dddmmss.s |
 HF1213| CL5793 MOSELEY RM 1                         27.212 METERS 02740     |
 HF1213| HF1211 MOSELEY                              12.587 METERS 09035     |
 HF1213| CL5794 MOSELEY RM 2                         27.159 METERS 15212     |
 HF1213| CL5792 MOSELEY AZ MK                                      3301402.7 |
 HF1213|---------------------------------------------------------------------|
 HF1213
 HF1213                          SUPERSEDED SURVEY CONTROL
 HF1213
 HF1213  NAD 83(1997)-  37 38 43.95380(N)    097 14 07.68830(W) AD(       ) 1
 HF1213  NAD 83(1986)-  37 38 43.95865(N)    097 14 07.68836(W) AD(       ) 1
 HF1213  NAD 27      -  37 38 43.90203(N)    097 14 06.52620(W) AD(       ) 1
 HF1213  NGVD 29 (07/19/86)  425.7    (m)         1397.     (f) VERT ANG       
 HF1213
 HF1213.Superseded values are not recommended for survey control.
 HF1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1213.See file dsdata.txt to determine how the superseded data were derived.
 HF1213
 HF1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5567067953(NAD 83)
 HF1213_MARKER: DS = TRIANGULATION STATION DISK
 HF1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1213+STABILITY: SURFACE MOTION
 HF1213
 HF1213  HISTORY     - Date     Condition        Report By
 HF1213  HISTORY     - 1972     MONUMENTED       NGS
 HF1213
 HF1213                          STATION DESCRIPTION
 HF1213
 HF1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF1213'THE STATION IS ABOUT 5-1/2 MILES EAST AND 2-1/4 MILES SOUTH
 HF1213'OF WICHITA, IN PASTURE LAND AND IN SEC, 5, T. 28 S., R. 2 E.
 HF1213'ON PROPERTY LEASED BY F.S. BROWN WHOSE ADDRESS IS 2728 SOUTH
 HF1213'ROCK ROAD.
 HF1213'
 HF1213'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54,
 HF1213'STATE HIGHWAY 96 AND ROCK ROAD, IN THE EAST EDGE OF WICHITA,
 HF1213'GO SOUTH ON ROCK ROAD FOR 2.0 MILES TO PAWNEE AVENUE ON THE
 HF1213'LEFT.  TURN LEFT AND GO EAST ON PAWNEE AVENUE FOR 0.3 MILE
 HF1213'TO A DRIVE, A LOCKED GATE AND THE AZIMUTH MARK ON THE RIGHT.
 HF1213'(KEY TO GATE CAN BE OBTAINED FROM F.S. BROWN.) TURN RIGHT,
 HF1213'PASS THROUGH GATE AND GO SOUTHEAST FOR 0.55 MILE ACROSS
 HF1213'THE PASTURE TO THE STATION.
 HF1213'
 HF1213'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED
 HF1213'MOSELEY 1940 NO 3 1972.  THE SURFACE MARK IS SET IN A 12-INCH
 HF1213'CYLINDRICAL CONCRETE MONUMENT THAT IS 14 INCHES BELOW THE GROUND
 HF1213'SURFACE.  IT IS 81.7 FEET SOUTHWEST OF A LONE TREE THAT IS 8
 HF1213'INCHES IN DIAMETER, 69.4 FEET NORTHWEST OF A POWER LINE POLE,
 HF1213'41.0 FEET WEST OF A METAL WITNESS POST AND FENCE AND ABOUT 2.0
 HF1213'FEET LOWER IN ELEVATION THAN MOSELEY 1940.  THE UNDERGROUND
 HF1213'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 46 INCHES BELOW
 HF1213'THE GROUND SURFACE.
 HF1213'
 HF1213'MOSELEY 1940 IS A STANDARD DISK, STAMPED MOSELEY 1940, SET IN THE
 HF1213'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HF1213'7 INCHES ABOVE THE GROUND.  IT IS 70.0 FEET SOUTH OF THE LONE
 HF1213'TREE, 3.0 FEET SOUTH OF A WOODEN WITNESS POST, 2.2 FEET NORTH
 HF1213'OF THE METAL WITNESS POST AND 0.5 FOOT EAST OF THE FENCE.
 HF1213'
 HF1213'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOSELEY NO 1 1940,
 HF1213'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 HF1213'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 81.7 FEET NORTH
 HF1213'OF THE METAL WITNESS POST, 9.6 FEET NORTH OF THE LONE TREE,
 HF1213'0.3 FOOT EAST OF THE FENCE AND ABOUT 2.0 FEET HIGHER IN ELEVATION
 HF1213'AS THE STATION.
 HF1213'
 HF1213'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOSELEY NO 2
 HF1213'1940, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 HF1213'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 76.2 FEET
 HF1213'SOUTH OF THE METAL WITNESS POST, 25.2 FEET SOUTH OF A POWER LINE
 HF1213'POLE, 0.3 FOOT EAST OF THE FENCE AND ABOUT 2.0 FEET HIGHER
 HF1213'IN ELEVATION THAN THE STATION.
 HF1213'
 HF1213'AZIMUTH MARK IS A STANDARD DISK, STAMPED MOSELEY 1940, SET IN
 HF1213'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HF1213'4 INCHES ABOVE THE GROUND.  IT IS 38.5 FEET SOUTH OF THE CENTER
 HF1213'OF PAWNEE AVENUE, 20.0 FEET EAST OF THE CENTER OF THE DRIVE,
 HF1213'2.1 FEET NORTH OF A FENCE AND 1.9 FEET EAST OF A METAL
 HF1213'WITNESS POST.
 HF1213'
 HF1213'HEIGHT OF LIGHT ABOVE STATION MARK 26.67 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0750 ***********************************************************************
 JF0750  DESIGNATION -  MOUND
 JF0750  PID         -  JF0750
 JF0750  STATE/COUNTY-  KS/MCPHERSON
 JF0750  USGS QUAD   -  HESSTON (1978)
 JF0750
 JF0750                         *CURRENT SURVEY CONTROL
 JF0750  ___________________________________________________________________
 JF0750* NAD 83(1997)-  38 12 10.31007(N)    097 29 10.95311(W)     ADJUSTED  
 JF0750* NAVD 88     -       460.626  (meters)    1511.24   (feet)  ADJUSTED  
 JF0750  ___________________________________________________________________
 JF0750  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 JF0750  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 JF0750  DYNAMIC HT  -         460.276 (meters)    1510.09  (feet)  COMP
 JF0750  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 JF0750
 JF0750  HORZ ORDER  -  FIRST
 JF0750  VERT ORDER  -  SECOND    CLASS 0
 JF0750
 JF0750.The horizontal coordinates were established by classical geodetic methods
 JF0750.and adjusted by the National Geodetic Survey in October 1998..
 JF0750
 JF0750.The orthometric height was determined by differential leveling
 JF0750.and adjusted by the National Geodetic Survey in June 1991..
 JF0750
 JF0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0750
 JF0750.The geoid height was determined by GEOID03.
 JF0750
 JF0750.The dynamic height is computed by dividing the NAVD 88
 JF0750.geopotential number by the normal gravity value computed on the
 JF0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0750.degrees latitude (g = 980.6199 gals.).
 JF0750
 JF0750.The modeled gravity was interpolated from observed gravity values.
 JF0750
 JF0750;                    North         East     Units Scale Factor Converg.
 JF0750;SPC KS S     -   570,978.844   488,776.951   MT  0.99994827   +0 37 22.4
 JF0750;UTM  14      - 4,229,406.351   632,528.900   MT  0.99981631   +0 56 10.4
 JF0750
 JF0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0750!SPC KS S     -   0.99993220  x   0.99994827  =   0.99988048
 JF0750!UTM  14      -   0.99993220  x   0.99981631  =   0.99974853
 JF0750
 JF0750|---------------------------------------------------------------------|
 JF0750| PID    Reference Object                     Distance      Geod. Az  |
 JF0750|                                                           dddmmss.s |
 JF0750| JF0751 MOUND RM 1                           15.516 METERS 00853     |
 JF0750| JF1521 WALTON FAA MICROWAVE                APPROX.28.8 KM 1125311.5 |
 JF0750| JF1529 WALTON MUN TANK                     APPROX.22.3 KM 1152531.3 |
 JF0750| JF1531 NEWTON SE MUN TANK                  APPROX.23.2 KM 1404042.6 |
 JF0750| JF1532 NEWTON MUN STANDPIPE                APPROX.20.7 KM 1412013.9 |
 JF0750| JF1535 NEWTON NW MUN TANK                  APPROX.19.0 KM 1443418.1 |
 JF0750| JF1539 HESSTON N MUN TANK                  APPROX. 8.0 KM 1445856.9 |
 JF0750| JF1540 HESSTON S MUN TANK                  APPROX. 8.4 KM 1470842.4 |
 JF0750| JF1536 NEWTON RAD STA KJRG MAST            APPROX.20.2 KM 1503010.3 |
 JF0750| JF1541 HESSTON GAS CO MICROWAVE            APPROX. 7.0 KM 1535814.4 |
 JF0750| JF1552 MOUNDRIDGE SOUTH MUN TANK           APPROX. 2.8 KM 2665718.7 |
 JF0750| JF0752 MOUND RM 2                           18.629 METERS 27827     |
 JF0750| JF1551 MOUNDRIDGE NORTH MUN TANK           APPROX. 2.5 KM 2804425.6 |
 JF0750|---------------------------------------------------------------------|
 JF0750
 JF0750                          SUPERSEDED SURVEY CONTROL
 JF0750
 JF0750  NAD 83(1997)-  38 12 10.32026(N)    097 29 10.95357(W) AD(       ) 1
 JF0750  NAD 83(1986)-  38 12 10.32100(N)    097 29 10.95321(W) AD(       ) 1
 JF0750  NAD 27      -  38 12 10.28843(N)    097 29 09.81331(W) AD(       ) 1
 JF0750  NGVD 29 (??/??/92)  460.463  (m)         1510.70   (f) ADJ UNCH    2 0
 JF0750
 JF0750.Superseded values are not recommended for survey control.
 JF0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0750.See file dsdata.txt to determine how the superseded data were derived.
 JF0750
 JF0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH3252929406(NAD 83)
 JF0750_MARKER: DE = TRAVERSE STATION DISK
 JF0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0750_STAMPING: MOUND 1972
 JF0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0750+STABILITY: SURFACE MOTION
 JF0750
 JF0750  HISTORY     - Date     Condition        Report By
 JF0750  HISTORY     - 1972     MONUMENTED       NGS
 JF0750  HISTORY     - 1972     GOOD             NGS
 JF0750
 JF0750                          STATION DESCRIPTION
 JF0750
 JF0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF0750'THE STATION IS ABOUT 4-1/2 MILES NORTH AND 3 MILES WEST OF
 JF0750'HESSTON, 2 MILES EAST OF MOUNDRIDGE, 2 MILES NORTH OF THE
 JF0750'MC PHERSON-HARVEY COUNTY LINE, IN THE NORTHEAST 1/4 OF SEC. 25,
 JF0750'T. 21 S., R. 2 W., AND ON THE EAST RIGHT-OF-WAY OF COUNTY ROAD
 JF0750'451.
 JF0750'
 JF0750'TO REACH THE STATION FROM THE 4-WAY STOP, IN THE BUSINESS
 JF0750'DISTRICT OF MOUNDRIDGE, GO EAST ON COUNTY ROAD 451 FOR 1.8 MILES
 JF0750'TO THE EAST END OF A CONCRETE BRIDGE OVER INTERSTATE HIGHWAY
 JF0750'35 W AND THE STATION ON THE RIGHT.
 JF0750'
 JF0750'STATION MARKS ARE STANDARD DISKS, STAMPED MOUND 1972.  THE
 JF0750'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JF0750'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 61.0 FEET
 JF0750'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 28.0
 JF0750'FEET SOUTH OF THE CENTER OF COUNTY ROAD 451 AND 9.2 FEET SOUTH
 JF0750'OF A WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 JF0750'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 JF0750'
 JF0750'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MOUND NO 1 1972,
 JF0750'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF0750'THAT IS FLUSH WITH THE GROUND.  IT IS 21.5 FEET NORTH OF THE
 JF0750'CENTER OF COUNTY ROAD 451 AND ABOUT 1 FOOT HIGHER THAN THE
 JF0750'STATION.
 JF0750'
 JF0750'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MOUND NO 2 1972,
 JF0750'CEMENTED IN A DRILL IN THE BRIDGE ABUTMENT AT THE EAST
 JF0750'CORNER OF THE BRIDGE.  IT IS 18.5 FEET SOUTH OF THE CENTER
 JF0750'OF COUNTY ROAD 451 AND ABOUT THE SAME ELEVATION AS THE STATION.
 JF0750'
 JF0750'BENCH MARK J 347 IS A STANDARD DISK, STAMPED J 347 1972, SET
 JF0750'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 JF0750'IS FLUSH WITH THE GROUND.  IT IS 87.0 FEET SOUTHWEST OF THE
 JF0750'CENTER OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 W,
 JF0750'1.4 FEET NORTH OF A WITNESS POST AND 0.7 FOOT NORTHEAST OF A
 JF0750'RIGHT-OF-WAY FENCE.
 JF0750'
 JF0750'TO REACH BENCH MARK J 347 FROM THE STATION, GO NORTHWEST ON
 JF0750'INTERSTATE HIGHWAY 35 W FOR 0.75 MILE TO THE MARK ON THE WEST
 JF0750'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 35 W.
 JF0750'
 JF0750'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JF0750
 JF0750                          STATION RECOVERY (1972)
 JF0750
 JF0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0750'15 MI SE FROM MC PHERSON.
 JF0750'ABOUT 15.00 MILES SOUTHEAST ALONG--INTERSTATE HIGHWAY 35W FROM
 JF0750'THE HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, 61.0 FEET
 JF0750'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 28.0 FEET
 JF0750'SOUTH OF THE CENTER OF COUNTY ROAD 451 AND 9.2 FEET SOUTH OF A
 JF0750'METAL WITNESS POST, 1.5 FEET BELOW THE ROAD FLUSH WITH THE GROUND
 JF0750'AND SET IN THE TOP OF A CONCRETE POST.  SECTION 25, T 21 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1733 ***********************************************************************
 JE1733  DESIGNATION -  MOUND
 JE1733  PID         -  JE1733
 JE1733  STATE/COUNTY-  KS/COFFEY
 JE1733  USGS QUAD   -  WAVERLY SE (1971)
 JE1733
 JE1733                         *CURRENT SURVEY CONTROL
 JE1733  ___________________________________________________________________
 JE1733* NAD 83(1997)-  38 20 03.99054(N)    095 31 10.99303(W)     ADJUSTED  
 JE1733* NAVD 88     -       367.     (meters)    1204.     (feet)  SCALED    
 JE1733  ___________________________________________________________________
 JE1733  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 JE1733  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JE1733
 JE1733  HORZ ORDER  -  THIRD
 JE1733
 JE1733.The horizontal coordinates were established by classical geodetic methods
 JE1733.and adjusted by the National Geodetic Survey in October 1998..
 JE1733
 JE1733.The orthometric height was scaled from a topographic map.
 JE1733
 JE1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1733
 JE1733.The geoid height was determined by GEOID03.
 JE1733
 JE1733;                    North         East     Units Scale Factor Converg.
 JE1733;SPC KS S     -   589,265.052   660,517.852   MT  0.99996232   +1 49 53.3
 JE1733;UTM  15      - 4,245,927.829   279,767.215   MT  1.00019736   -1 33 48.5
 JE1733
 JE1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1733!SPC KS S     -   0.99994731  x   0.99996232  =   0.99990963
 JE1733!UTM  15      -   0.99994731  x   1.00019736  =   1.00014466
 JE1733
 JE1733:                Primary Azimuth Mark                     Grid Az
 JE1733:SPC KS S     -  EMERALD ST PATRICKS CATH CH              043 52 21.1
 JE1733:UTM  15      -  EMERALD ST PATRICKS CATH CH              047 16 02.9
 JE1733
 JE1733|---------------------------------------------------------------------|
 JE1733| PID    Reference Object                     Distance      Geod. Az  |
 JE1733|                                                           dddmmss.s |
 JE1733| JE1723 EMERALD ST PATRICKS CATH CH         APPROX. 8.1 KM 0454214.4 |
 JE1733| CL5796 MOUND RM 1                           17.328 METERS 05706     |
 JE1733| CL5795 MOUND AZ MK                                        1122733.2 |
 JE1733| CL5797 MOUND RM 2                           19.801 METERS 13518     |
 JE1733|---------------------------------------------------------------------|
 JE1733
 JE1733                          SUPERSEDED SURVEY CONTROL
 JE1733
 JE1733  NAD 83(1986)-  38 20 03.99670(N)    095 31 10.99248(W) AD(       ) 3
 JE1733  NAD 27      -  38 20 03.93700(N)    095 31 10.05400(W) AD(       ) 3
 JE1733
 JE1733.Superseded values are not recommended for survey control.
 JE1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1733.See file dsdata.txt to determine how the superseded data were derived.
 JE1733
 JE1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7976745928(NAD 83)
 JE1733_MARKER: DS = TRIANGULATION STATION DISK
 JE1733_SETTING: 66 = SET IN ROCK OUTCROP
 JE1733
 JE1733  HISTORY     - Date     Condition        Report By
 JE1733  HISTORY     - 1948     MONUMENTED       CGS
 JE1733  HISTORY     - 1955     GOOD             CGS
 JE1733
 JE1733                          STATION DESCRIPTION
 JE1733
 JE1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1733'LOCATED ABOUT 14.5 MILES WEST OF GARNETT, 7 MILES SOUTHEAST
 JE1733'OF WAVERLY AND 4.5 MILES NORTHWEST OF HARRIS ON THE HIGHEST
 JE1733'POINT OF A RIDGE IN PASTURE LAND.  THE STATION MARK IS IN
 JE1733'BED ROCK NEAR THE NORTH END OF THE RIDGE AND IS 24 FEET
 JE1733'WEST-SOUTHWEST OF A WITNESS POST.  IT IS STAMPED MOUND 1948.
 JE1733'
 JE1733'REFERENCE MARK NO. 1 IS IN THE ROCK OUTCROP ON THE EAST
 JE1733'SLOPE OF THE MOUND.  IT IS STAMPED MOUND NO 1 1948.
 JE1733'
 JE1733'REFERENCE MARK NO. 2 IS IN THE ROCK OUTCROP ON THE EAST SLOPE
 JE1733'OF THE MOUND.  IT IS STAMPED MOUND NO 2 1948.
 JE1733'
 JE1733'AZIMUTH MARK IS 16 FEET NORTH OF THE CENTER OF AN EAST-WEST
 JE1733'ROAD, 1 FOOT SOUTH OF THE EAST-WEST FENCE, 1.5 FEET WEST
 JE1733'OF A WITNESS POST AND 0.05 MILE WEST OF A FARM HOUSE.  IT IS
 JE1733'STAMPED MOUND 1948 AND PROJECTS 5 INCHES.
 JE1733'
 JE1733'TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND STATE
 JE1733'HIGHWAY 31 IN THE VILLAGE OF HARRIS, GO WEST AND NORTH ON
 JE1733'STATE HIGHWAY 31 FOR 1.3 MILES TO A T-ROAD WEST AND A FARM
 JE1733'HOUSE IN THE SOUTHWEST ANGLE, TURN WEST FOR 3.1 MILES TO THE
 JE1733'AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 0.3 MILE TO A WIRE
 JE1733'GATE ON THE NORTH SIDE OF THE ROAD JUST NORTHWEST OF A FARM
 JE1733'HOUSE, GO THROUGH GATE AND FOLLOW ALONG THE NORTH SIDE OF THE
 JE1733'FENCE WEST FOR 0.1 MILE TO THE TOP OF THE HILL, TURN RIGHT,
 JE1733'NORTH, FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 JE1733'
 JE1733'AN 87 FOOT SIGNAL AT WAVERLY 1934 IS VISIBLE FROM THE GROUND.
 JE1733'
 JE1733'A 74 FOOT SIGNAL AT EMERALD IS VISIBLE FROM THE GROUND.
 JE1733
 JE1733                          STATION RECOVERY (1955)
 JE1733
 JE1733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 JE1733'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JE1733'FOUND IN GOOD CONDITION, EXCEPT FOR ONE CHANGE IN THE TO REACH
 JE1733'DESCRIPTION.  THE MILEAGE FROM STATE HIGHWAY 31 GOING WEST TO THE
 JE1733'AZIMUTH MARK SHOULD READ 3.25 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0903 ***********************************************************************
 KF0903  DESIGNATION -  MOUND
 KF0903  PID         -  KF0903
 KF0903  STATE/COUNTY-  KS/LINCOLN
 KF0903  USGS QUAD   -  TESCOTT (1965)
 KF0903
 KF0903                         *CURRENT SURVEY CONTROL
 KF0903  ___________________________________________________________________
 KF0903* NAD 83(1997)-  39 04 28.05691(N)    097 56 22.60396(W)     ADJUSTED  
 KF0903* NAVD 88     -       487.     (meters)    1598.     (feet)  SCALED    
 KF0903  ___________________________________________________________________
 KF0903  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 KF0903  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 KF0903
 KF0903  HORZ ORDER  -  SECOND
 KF0903
 KF0903.The horizontal coordinates were established by classical geodetic methods
 KF0903.and adjusted by the National Geodetic Survey in October 1998..
 KF0903
 KF0903.The orthometric height was scaled from a topographic map.
 KF0903
 KF0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0903
 KF0903.The geoid height was determined by GEOID03.
 KF0903
 KF0903;                    North         East     Units Scale Factor Converg.
 KF0903;SPC KS N     -    82,274.862   405,225.488   MT  0.99996156   +0 02 17.5
 KF0903;UTM  14      - 4,325,574.625   591,725.610   MT  0.99970360   +0 40 06.4
 KF0903
 KF0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0903!SPC KS N     -   0.99992786  x   0.99996156  =   0.99988942
 KF0903!UTM  14      -   0.99992786  x   0.99970360  =   0.99963148
 KF0903
 KF0903:                Primary Azimuth Mark                     Grid Az
 KF0903:SPC KS N     -  TESCOTT MUNICIPAL TANK                   141 57 04.6
 KF0903:UTM  14      -  TESCOTT MUNICIPAL TANK                   141 19 15.7
 KF0903
 KF0903|---------------------------------------------------------------------|
 KF0903| PID    Reference Object                     Distance      Geod. Az  |
 KF0903|                                                           dddmmss.s |
 KF0903| KF0897 TESCOTT MUNICIPAL TANK              APPROX. 9.1 KM 1415922.1 |
 KF0903| CO1887 MOUND AZ MK                                        1693212.9 |
 KF0903| CO1888 MOUND RM 1                           10.927 METERS 21207     |
 KF0903| CO1889 MOUND RM 2                            9.386 METERS 30231     |
 KF0903|---------------------------------------------------------------------|
 KF0903
 KF0903                          SUPERSEDED SURVEY CONTROL
 KF0903
 KF0903  NAD 83(1986)-  39 04 28.06657(N)    097 56 22.60321(W) AD(       ) 2
 KF0903  NAD 27      -  39 04 28.05300(N)    097 56 21.44300(W) AD(       ) 2
 KF0903
 KF0903.Superseded values are not recommended for survey control.
 KF0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0903.See file dsdata.txt to determine how the superseded data were derived.
 KF0903
 KF0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ9172625575(NAD 83)
 KF0903_MARKER: DS = TRIANGULATION STATION DISK
 KF0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0903
 KF0903  HISTORY     - Date     Condition        Report By
 KF0903  HISTORY     - 1950     MONUMENTED       CGS
 KF0903  HISTORY     - 1960     GOOD             CGS
 KF0903  HISTORY     - 1969     GOOD             CGS
 KF0903
 KF0903                          STATION DESCRIPTION
 KF0903
 KF0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0903'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH ROUND HILL ABOUT
 KF0903'4.0 MILES NORTH AND 1.75 MILES EAST OF BEVERLY AND ABOUT 5.5
 KF0903'MILES SOUTH AND 2.75 MILES WEST OF ADA.  IT IS 0.2 MILE WEST
 KF0903'OF A DIRT ROAD AND WIRE GATE AND 7.5 FEET NORTHEAST OF A WITNESS
 KF0903'POST.  IT IS STAMPED MOUND 1950 AND PROJECTS 3 INCHES.
 KF0903'
 KF0903'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.  IT
 KF0903'IS STAMPED MOUND NO 1 1950 AND PROJECTS 3 INCHES.
 KF0903'
 KF0903'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION.  IT
 KF0903'IS STAMPED MOUND NO 2 1950 AND PROJECTS 3 INCHES.
 KF0903'
 KF0903'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 47.41 FEET.
 KF0903'
 KF0903'THE AZIMUTH MARK IS 23.0 FEET NORTH OF THE NORTHEAST CORNER OF
 KF0903'CORAL, 22.0 FEET WEST OF THE CENTER OF A DIRT ROAD, 2.5 FEET
 KF0903'NORTH OF A WITNESS POST AND 5 INCHES EAST OF A FENCE LINE.  IT
 KF0903'IS STAMPED MOUND 1950 AND PROJECTS 3 INCHES.
 KF0903'
 KF0903'TO REACH THE STATION FROM THE JUNCTION OF TWO COUNTY ROUTES
 KF0903'AT THE NORTHWEST EDGE OF ADA, GO SOUTH ON GRAVEL ROAD FOR 6.65
 KF0903'MILES TO CROSSROADS, TURN RIGHT AND GO WEST FOR 2.6 MILES TO
 KF0903'CROSSROADS, TURN RIGHT AND GO NORTH FOR 0.4 MILE TO AZIMUTH
 KF0903'MARK ON LEFT AS DESCRIBED.  CONTINUE NORTH ON DIRT ROAD FOR
 KF0903'0.6 MILE TO A WIRE GATE ON LEFT, TURN LEFT THROUGH GATE AND GO
 KF0903'WEST ACROSS PASTURE FOR 0.2 MILE TO TOP OF HILL AND STATION
 KF0903'AS DESCRIBED.
 KF0903
 KF0903                          STATION RECOVERY (1960)
 KF0903
 KF0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 KF0903'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KF0903'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 KF0903'
 KF0903'THE STATION IS 5.5 MILES SOUTH AND 2.75 MILES WEST OF ADA, 4
 KF0903'MILES NORTH AND 1.75 MILES EAST OF BEVERLY AND 0.2 MILE WEST
 KF0903'FROM THE END OF THE GRADED ROAD AND WIRE GATE.
 KF0903'
 KF0903'TO REACH THE STATION FROM THE OTTAWA-LINCOLN COUNTY LINE, 2.5
 KF0903'MILES EAST OF BEVERLY, PROCEED WEST ALONG STATE ROUTE K 18
 KF0903'FOR 1.5 MILES TO A CROSS ROAD, TURN RIGHT, NORTH, FOLLOWING
 KF0903'A GRADED ROAD FOR 3 MILES TO A CROSS ROAD, TURN RIGHT, EAST, FOR
 KF0903'1 MILE TO A CROSS ROAD, TURN LEFT, NORTH, FOR 0.4 MILE TO A
 KF0903'GROUP OF CORRALS AND THE AZIMUTH MARK, CONTINUE NORTH FOR 0.55
 KF0903'MILE TO THE END OF THE ROAD AND A WIRE GATE 100 YARDS SOUTH OF
 KF0903'THE END OF THE ROAD, TURN LEFT, WEST, FOR 0.25 MILE TO THE
 KF0903'SUMMIT OF THE HILL AND THE STATION SITE.
 KF0903'
 KF0903'THE STATION WITH UNDERGROUND MARKS, STAMPED MOUND 1950, ARE
 KF0903'STANDARD DISKS WITH THE SURFACE MARK SET IN A SQUARE CONCRETE
 KF0903'MONUMENT PROJECTING 3 INCHES AND IS 10 FEET NORTHEAST OF A
 KF0903'WOODEN WITNESS POST.
 KF0903'
 KF0903'REFERENCE MARK 1, STAMPED MOUND NO 1 1950, IS STANDARD DISK SET
 KF0903'IN A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES.
 KF0903'
 KF0903'REFERENCE MARK 2, STAMPED MOUND NO 2 1950, IS A STANDARD DISK
 KF0903'SET IN A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 KF0903'
 KF0903'THE AZIMUTH MARK, STAMPED MOUND 1950, IS A STANDARD DISK SET
 KF0903'IN A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES AND IS 24
 KF0903'FEET NORTH OF THE NORTHEAST CORNER OF A GROUP OF CORRALS,
 KF0903'20 FEET WEST OF THE CENTER OF THE GRADED ROAD, 3 FEET NORTH
 KF0903'OF A WOODEN WITNESS POST IN THE NORTH-SOUTH FENCE LINE.
 KF0903'
 KF0903'ALL OBSERVATIONS FROM A 4 FOOT STAND.
 KF0903
 KF0903                          STATION RECOVERY (1969)
 KF0903
 KF0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0903'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KF0903'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 KF0903'IN GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KF0903'
 KF0903'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 KF0903'
 KF0903'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES NORTH
 KF0903'AND 1.75 MILES EAST OF BEVERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1929 ***********************************************************************
 JE1929  DESIGNATION -  MOUND CITY
 JE1929  PID         -  JE1929
 JE1929  STATE/COUNTY-  KS/LINN
 JE1929  USGS QUAD   -  MANTEY (1978)
 JE1929
 JE1929                         *CURRENT SURVEY CONTROL
 JE1929  ___________________________________________________________________
 JE1929* NAD 83(1997)-  38 05 43.01776(N)    094 46 29.43238(W)     ADJUSTED  
 JE1929* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 JE1929  ___________________________________________________________________
 JE1929  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 JE1929  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JE1929
 JE1929  HORZ ORDER  -  SECOND
 JE1929
 JE1929.The horizontal coordinates were established by classical geodetic methods
 JE1929.and adjusted by the National Geodetic Survey in October 1998..
 JE1929
 JE1929.The orthometric height was scaled from a topographic map.
 JE1929
 JE1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1929
 JE1929.The geoid height was determined by GEOID03.
 JE1929
 JE1929;                    North         East     Units Scale Factor Converg.
 JE1929;SPC KS S     -   565,082.093   726,659.673   MT  0.99994071   +2 17 21.2
 JE1929;UTM  15      - 4,217,874.381   344,369.417   MT  0.99989831   -1 05 42.9
 JE1929
 JE1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1929!SPC KS S     -   0.99995491  x   0.99994071  =   0.99989562
 JE1929!UTM  15      -   0.99995491  x   0.99989831  =   0.99985322
 JE1929
 JE1929|---------------------------------------------------------------------|
 JE1929| PID    Reference Object                     Distance      Geod. Az  |
 JE1929|                                                           dddmmss.s |
 JE1929| CN7520 MOUND CITY RM 1                      17.749 METERS 01946     |
 JE1929| JE1926 PLEASANTON MUNICIPAL TANK           APPROX.10.4 KM 0305226.1 |
 JE1929| CN7519 MOUND CITY AZ MK                                   0882817.3 |
 JE1929| CN7521 MOUND CITY RM 2                      17.761 METERS 28724     |
 JE1929|---------------------------------------------------------------------|
 JE1929
 JE1929                          SUPERSEDED SURVEY CONTROL
 JE1929
 JE1929  NAD 83(1997)-  38 05 43.02535(N)    094 46 29.42982(W) AD(       ) 2
 JE1929  NAD 83(1986)-  38 05 43.02568(N)    094 46 29.42834(W) AD(       ) 2
 JE1929  NAD 27      -  38 05 42.91000(N)    094 46 28.57800(W) AD(       ) 2
 JE1929
 JE1929.Superseded values are not recommended for survey control.
 JE1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1929.See file dsdata.txt to determine how the superseded data were derived.
 JE1929
 JE1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC4436917874(NAD 83)
 JE1929_MARKER: DS = TRIANGULATION STATION DISK
 JE1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1929+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 JE1929
 JE1929  HISTORY     - Date     Condition        Report By
 JE1929  HISTORY     - 1948     MONUMENTED       CGS
 JE1929  HISTORY     - 1970     GOOD             NGS
 JE1929  HISTORY     - 20000621 GOOD             LOCENG
 JE1929
 JE1929                          STATION DESCRIPTION
 JE1929
 JE1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1929'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF MOUND CITY
 JE1929'AND 5.0 MILES NORTHWEST OF PRESCOTT ON LAND OWNED AND OCCUPIED BY
 JE1929'MR. A.R. MAYHUGH.  IT IS 76 FEET NORTHEAST OF THE NORTHEAST
 JE1929'CORNER OF THE MAYHUGH FARM HOUSE, 47 FEET EAST OF THE DRIVEWAY,
 JE1929'35 FEET SOUTH OF THE CENTER OF EAST-WEST GRAVELED ROAD, 26 FEET
 JE1929'WEST OF FENCE LINE AND 11 FEET SOUTH OF FENCE LINE IN NORTHEAST
 JE1929'CORNER OF THE YARD.  IT IS STAMPED MOUND CITY 1948 AND SET
 JE1929'FLUSH WITH THE GROUND SURFACE.
 JE1929'
 JE1929'REFERENCE MARK NO 1 IS NORTH-NORTHEAST OF THE STATION, 18 FEET
 JE1929'NORTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD AND 1 FOOT
 JE1929'SOUTH OF FENCE LINE.  IT IS STAMPED MOUND CITY NO 1 1948 AND SET
 JE1929'FLUSH WITH THE GROUND SURFACE.
 JE1929'
 JE1929'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 10 FEET
 JE1929'WEST OF THE DRIVEWAY AND 18 FEET SOUTH OF THE CENTER OF THE
 JE1929'GRAVELED ROAD.  IT IS STAMPED MOUND CITY NO 2 1948 AND SET FLUSH
 JE1929'WITH THE GROUND SURFACE.
 JE1929'
 JE1929'THE AZIMUTH MARK IS ABOUT 0.35 MILE EAST OF THE STATION, SET IN
 JE1929'THE NORTHEAST ANGLE OF NORTH-SOUTH AND EAST-WEST ROADS, 40 FEET
 JE1929'EAST OF THE CENTER OF NORTH-SOUTH ROAD, 15 FEET NORTH OF
 JE1929'EAST-WEST ROAD, 12 FEET EAST OF FENCE CORNER, 3 FEET SOUTH OF
 JE1929'FENCE LINE AND 2 FEET WEST OF WITNESS POST.  IT IS STAMPED MOUND
 JE1929'CITY 1948 AND SET FLUSH WITH THE GROUND SURFACE.  TO REACH FROM
 JE1929'THE STATION, GO EAST FOR 0.35 MILES TO CROSSROADS AND MARK AS
 JE1929'DESCRIBED.
 JE1929'
 JE1929'TO REACH THE STATION FROM THE POST OFFICE IN MOUND CITY, GO EAST
 JE1929'ON STATE ROUTE 52 FOR 1.55 MILES TO CROSSROADS, TURN RIGHT AND
 JE1929'GO SOUTH FOR 3.6 MILES TO CROSSROADS AT SCHOOL HOUSE IN NORTHEAST
 JE1929'ANGLE, TURN LEFT AND GO EAST FOR 0.65 MILE TO THE MAYHUGH FARM
 JE1929'HOUSE ON THE SOUTH SIDE AND STATION AS DESCRIBED.
 JE1929'
 JE1929'AN 87 FOOT SIGNAL AT STATION PLEASANTON IS VISIBLE AT 4 FEET.
 JE1929'
 JE1929'AN 87 FOOT SIGNAL AT STATION ACKERMAN 1934 IS VISIBLE AT 4 FEET.
 JE1929'
 JE1929'A 74 FOOT SIGNAL AT STATION RICHARDSON 1934 IS VISIBLE AT 4 FEET.
 JE1929'
 JE1929'A 4 FOOT SIGNAL AT STATION FULTON IS VISIBLE AT 4 FEET.
 JE1929'
 JE1929'A 74 FOOT SIGNAL AT STATION HARDING IS VISIBLE AT 20 FEET.
 JE1929'
 JE1929'A 74 FOOT SIGNAL AT STATION POPULAR IS VISIBLE AT 20 FEET.
 JE1929'
 JE1929'AN 87 FOOT SIGNAL AT STATION BLUE MOUND IS VISIBLE AT 37 FEET.
 JE1929'
 JE1929'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1929
 JE1929                          STATION RECOVERY (1970)
 JE1929
 JE1929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1929'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1929'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JE1929'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1929'
 JE1929'ADDITIONAL NOTES FOLLOW.
 JE1929'
 JE1929'STATION MARK IS 76 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 JE1929'A FARMHOUSE AND 65.5 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 JE1929'A CONCRETE BLOCK BUILDING.
 JE1929'
 JE1929'A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE MARK NO. 1.
 JE1929'
 JE1929'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 JE1929'
 JE1929'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2 MILES
 JE1929'SE OF MOUND CITY.
 JE1929
 JE1929                          STATION RECOVERY (2000)
 JE1929
 JE1929'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 JE1929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0751 ***********************************************************************
 JF0751  DESIGNATION -  MOUND RM 1
 JF0751  PID         -  JF0751
 JF0751  STATE/COUNTY-  KS/MCPHERSON
 JF0751  USGS QUAD   -  HESSTON (1978)
 JF0751
 JF0751                         *CURRENT SURVEY CONTROL
 JF0751  ___________________________________________________________________
 JF0751* NAD 83(1986)-  38 12 10.     (N)    097 29 10.     (W)     SCALED    
 JF0751* NAVD 88     -       460.944  (meters)    1512.28   (feet)  ADJUSTED  
 JF0751  ___________________________________________________________________
 JF0751  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 JF0751  DYNAMIC HT  -         460.594 (meters)    1511.13  (feet)  COMP
 JF0751  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 JF0751
 JF0751  VERT ORDER  -  SECOND    CLASS 0
 JF0751
 JF0751.The horizontal coordinates were scaled from a topographic map and have
 JF0751.an estimated accuracy of +/- 6 seconds.
 JF0751
 JF0751.The orthometric height was determined by differential leveling
 JF0751.and adjusted by the National Geodetic Survey in June 1991..
 JF0751
 JF0751.The geoid height was determined by GEOID03.
 JF0751
 JF0751.The dynamic height is computed by dividing the NAVD 88
 JF0751.geopotential number by the normal gravity value computed on the
 JF0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0751.degrees latitude (g = 980.6199 gals.).
 JF0751
 JF0751.The modeled gravity was interpolated from observed gravity values.
 JF0751
 JF0751;                    North         East    Units  Estimated Accuracy
 JF0751;SPC KS S     -   570,970.      488,800.      MT  (+/- 180 meters Scaled)
 JF0751
 JF0751                          SUPERSEDED SURVEY CONTROL
 JF0751
 JF0751  NGVD 29 (??/??/92)  460.782  (m)         1511.75   (f) ADJ UNCH    2 0
 JF0751
 JF0751.Superseded values are not recommended for survey control.
 JF0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0751.See file dsdata.txt to determine how the superseded data were derived.
 JF0751
 JF0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH325293(NAD 83)
 JF0751_MARKER: DR = REFERENCE MARK DISK
 JF0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0751_STAMPING: MOUND NO 1 1972
 JF0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0751+STABILITY: SURFACE MOTION
 JF0751
 JF0751  HISTORY     - Date     Condition        Report By
 JF0751  HISTORY     - 1972     MONUMENTED       NGS
 JF0751
 JF0751                          STATION DESCRIPTION
 JF0751
 JF0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0751'15 MI SE FROM MC PHERSON.
 JF0751'ABOUT 15.00 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM
 JF0751'THE HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, 50.91 FEET
 JF0751'NORTH OF THE STATION, 21.5 FEET NORTH OF THE CENTER OF COUNTY
 JF0751'ROAD 451, ABOUT 1 FOOT BELOW THE ROAD, AND SET IN THE TOP OF A
 JF0751'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 25, T 21 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0752 ***********************************************************************
 JF0752  DESIGNATION -  MOUND RM 2
 JF0752  PID         -  JF0752
 JF0752  STATE/COUNTY-  KS/MCPHERSON
 JF0752  USGS QUAD   -  HESSTON (1978)
 JF0752
 JF0752                         *CURRENT SURVEY CONTROL
 JF0752  ___________________________________________________________________
 JF0752* NAD 83(1986)-  38 12 10.     (N)    097 29 10.     (W)     SCALED    
 JF0752* NAVD 88     -       461.225  (meters)    1513.20   (feet)  ADJUSTED  
 JF0752  ___________________________________________________________________
 JF0752  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 JF0752  DYNAMIC HT  -         460.875 (meters)    1512.05  (feet)  COMP
 JF0752  MODELED GRAV-     979,855.6   (mgal)                       NAVD 88
 JF0752
 JF0752  VERT ORDER  -  SECOND    CLASS 0
 JF0752
 JF0752.The horizontal coordinates were scaled from a topographic map and have
 JF0752.an estimated accuracy of +/- 6 seconds.
 JF0752
 JF0752.The orthometric height was determined by differential leveling
 JF0752.and adjusted by the National Geodetic Survey in June 1991..
 JF0752
 JF0752.The geoid height was determined by GEOID03.
 JF0752
 JF0752.The dynamic height is computed by dividing the NAVD 88
 JF0752.geopotential number by the normal gravity value computed on the
 JF0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0752.degrees latitude (g = 980.6199 gals.).
 JF0752
 JF0752.The modeled gravity was interpolated from observed gravity values.
 JF0752
 JF0752;                    North         East    Units  Estimated Accuracy
 JF0752;SPC KS S     -   570,970.      488,800.      MT  (+/- 180 meters Scaled)
 JF0752
 JF0752                          SUPERSEDED SURVEY CONTROL
 JF0752
 JF0752  NGVD 29 (??/??/92)  461.062  (m)         1512.67   (f) ADJ UNCH    2 0
 JF0752
 JF0752.Superseded values are not recommended for survey control.
 JF0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0752.See file dsdata.txt to determine how the superseded data were derived.
 JF0752
 JF0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH325293(NAD 83)
 JF0752_MARKER: DR = REFERENCE MARK DISK
 JF0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0752_SP_SET: ABUTMENT
 JF0752_STAMPING: MOUND NO 2 1972
 JF0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0752
 JF0752  HISTORY     - Date     Condition        Report By
 JF0752  HISTORY     - 1972     MONUMENTED       NGS
 JF0752
 JF0752                          STATION DESCRIPTION
 JF0752
 JF0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0752'15 MI SE FROM MC PHERSON.
 JF0752'ABOUT 15.00 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 35W FROM
 JF0752'THE HIGHWAY UNDERPASS FOR HIGHWAY 56 AT MC PHERSON, 61.12 FEET
 JF0752'WEST OF THE STATION, 18.5 FEET SOUTH OF THE CENTER OF COUNTY ROAD
 JF0752'451, CEMENTED IN A DRILL HOLE IN THE BRIDGE ABUTMENT AT THE EAST
 JF0752'CORNER OF THE BRIDGE.  SECTION 25, T 21 S, R 2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0781 ***********************************************************************
 HE0781  DESIGNATION -  MOUND VALLEY MUNICIPAL TANK
 HE0781  PID         -  HE0781
 HE0781  STATE/COUNTY-  KS/LABETTE
 HE0781  USGS QUAD   -  MOUND VALLEY (1974)
 HE0781
 HE0781                         *CURRENT SURVEY CONTROL
 HE0781  ___________________________________________________________________
 HE0781* NAD 83(1997)-  37 12 21.69893(N)    095 24 21.71111(W)     ADJUSTED  
 HE0781* NAVD 88     -                                                        
 HE0781  ___________________________________________________________________
 HE0781  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HE0781  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 HE0781
 HE0781  HORZ ORDER  -  THIRD
 HE0781
 HE0781.The horizontal coordinates were established by classical geodetic methods
 HE0781.and adjusted by the National Geodetic Survey in October 1998..
 HE0781
 HE0781
 HE0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0781
 HE0781.The geoid height was determined by GEOID03.
 HE0781
 HE0781;                    North         East     Units Scale Factor Converg.
 HE0781;SPC KS S     -   464,418.208   674,607.552   MT  1.00001247   +1 54 04.8
 HE0781;UTM  15      - 4,120,439.851   286,482.805   MT  1.00016163   -1 27 19.6
 HE0781
 HE0781                          SUPERSEDED SURVEY CONTROL
 HE0781
 HE0781  NAD 83(1997)-  37 12 21.70287(N)    095 24 21.71069(W) AD(       ) 4
 HE0781  NAD 83(1986)-  37 12 21.71314(N)    095 24 21.69604(W) AD(       ) 4
 HE0781  NAD 27      -  37 12 21.47066(N)    095 24 20.78200(W) AD(       ) 3
 HE0781
 HE0781.Superseded values are not recommended for survey control.
 HE0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0781.See file dsdata.txt to determine how the superseded data were derived.
 HE0781
 HE0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8648320440(NAD 83)
 HE0781_MARKER: 53 = ELEVATED TANK
 HE0781
 HE0781  HISTORY     - Date     Condition        Report By
 HE0781  HISTORY     - 1966     FIRST OBSERVED   CGS
 HE0781
 HE0781                          STATION DESCRIPTION
 HE0781
 HE0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0781'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH,
 HE0781'RED ROOFED, ELEVATED TANK, LOCATED NEAR THE CENTER OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1551 ***********************************************************************
 JF1551  DESIGNATION -  MOUNDRIDGE NORTH MUN TANK
 JF1551  PID         -  JF1551
 JF1551  STATE/COUNTY-  KS/MCPHERSON
 JF1551  USGS QUAD   -  MOUNDRIDGE (1978)
 JF1551
 JF1551                         *CURRENT SURVEY CONTROL
 JF1551  ___________________________________________________________________
 JF1551* NAD 83(1997)-  38 12 25.31519(N)    097 30 51.28750(W)     ADJUSTED  
 JF1551* NAVD 88     -                                                        
 JF1551  ___________________________________________________________________
 JF1551  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 JF1551  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 JF1551
 JF1551  HORZ ORDER  -  THIRD
 JF1551
 JF1551.The horizontal coordinates were established by classical geodetic methods
 JF1551.and adjusted by the National Geodetic Survey in October 1998..
 JF1551
 JF1551
 JF1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1551
 JF1551.The geoid height was determined by GEOID03.
 JF1551
 JF1551;                    North         East     Units Scale Factor Converg.
 JF1551;SPC KS S     -   571,415.281   486,331.136   MT  0.99994864   +0 36 20.8
 JF1551;UTM  14      - 4,229,829.348   630,081.068   MT  0.99980840   +0 55 08.7
 JF1551
 JF1551                          SUPERSEDED SURVEY CONTROL
 JF1551
 JF1551  NAD 83(1997)-  38 12 25.32535(N)    097 30 51.28788(W) AD(       ) 4
 JF1551  NAD 83(1986)-  38 12 25.32590(N)    097 30 51.28724(W) AD(       ) 4
 JF1551  NAD 27      -  38 12 25.29333(N)    097 30 50.14472(W) AD(       ) 3
 JF1551
 JF1551.Superseded values are not recommended for survey control.
 JF1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1551.See file dsdata.txt to determine how the superseded data were derived.
 JF1551
 JF1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH3008129829(NAD 83)
 JF1551_MARKER: 53 = ELEVATED TANK
 JF1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF1551+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 JF1551
 JF1551  HISTORY     - Date     Condition        Report By
 JF1551  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1551  HISTORY     - 20030711 GOOD             USPSQD
 JF1551
 JF1551                          STATION DESCRIPTION
 JF1551
 JF1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1551'THE STATION, MOUNDRIDGE MUNICIPAL NORTH TANK, IS THE CENTER OF
 JF1551'THE TOP OF AN ELEVATED WATER TANK, SUPPORTED BY FOUR LEGS AND
 JF1551'PAINTED SILVER.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 140
 JF1551'FEET AND IS LOCATED IN THE NORTHEAST SECTION OF MOUNDRIDGE ON
 JF1551'DERST STREET.
 JF1551
 JF1551                          STATION RECOVERY (2003)
 JF1551
 JF1551'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 JF1551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1552 ***********************************************************************
 JF1552  DESIGNATION -  MOUNDRIDGE SOUTH MUN TANK
 JF1552  PID         -  JF1552
 JF1552  STATE/COUNTY-  KS/MCPHERSON
 JF1552  USGS QUAD   -  MOUNDRIDGE (1978)
 JF1552
 JF1552                         *CURRENT SURVEY CONTROL
 JF1552  ___________________________________________________________________
 JF1552* NAD 83(1997)-  38 12 05.44621(N)    097 31 06.45373(W)     ADJUSTED  
 JF1552* NAVD 88     -                                                        
 JF1552  ___________________________________________________________________
 JF1552  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 JF1552  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 JF1552
 JF1552  HORZ ORDER  -  THIRD
 JF1552
 JF1552.The horizontal coordinates were established by classical geodetic methods
 JF1552.and adjusted by the National Geodetic Survey in October 1998..
 JF1552
 JF1552
 JF1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1552
 JF1552.The geoid height was determined by GEOID03.
 JF1552
 JF1552;                    North         East     Units Scale Factor Converg.
 JF1552;SPC KS S     -   570,798.825   485,968.643   MT  0.99994816   +0 36 11.5
 JF1552;UTM  14      - 4,229,211.007   629,722.001   MT  0.99980725   +0 54 58.9
 JF1552
 JF1552                          SUPERSEDED SURVEY CONTROL
 JF1552
 JF1552  NAD 83(1997)-  38 12 05.45638(N)    097 31 06.45415(W) AD(       ) 4
 JF1552  NAD 83(1986)-  38 12 05.45691(N)    097 31 06.45341(W) AD(       ) 4
 JF1552  NAD 27      -  38 12 05.42411(N)    097 31 05.31005(W) AD(       ) 3
 JF1552
 JF1552.Superseded values are not recommended for survey control.
 JF1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1552.See file dsdata.txt to determine how the superseded data were derived.
 JF1552
 JF1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2972229211(NAD 83)
 JF1552_MARKER: 53 = ELEVATED TANK
 JF1552
 JF1552  HISTORY     - Date     Condition        Report By
 JF1552  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1552
 JF1552                          STATION DESCRIPTION
 JF1552
 JF1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1552'THE STATION, MOUNDRIDGE MUNICIPAL SOUTH TANK, IS THE BALL
 JF1552'AT THE APEX OF AN ELEVATED WATER TANK, THAT IS SUPPORTED BY FOUR
 JF1552'LEGS AND IS PAINTED SILVER.  THE STRUCTURE HAS AN OVERALL
 JF1552'HEIGHT OF 120 FEET AND IS LOCATED AT THE INTERSECTION OF
 JF1552'CHRISTIAN AVENUE AND WEEDEL STREET IN THE BUSINESS CENTER OF
 JF1552'MOUNDRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1758 ***********************************************************************
 JE1758  DESIGNATION -  MOUNKES
 JE1758  PID         -  JE1758
 JE1758  STATE/COUNTY-  KS/LYON
 JE1758  USGS QUAD   -  LEBO NW (1983)
 JE1758
 JE1758                         *CURRENT SURVEY CONTROL
 JE1758  ___________________________________________________________________
 JE1758* NAD 83(1997)-  38 27 38.75986(N)    095 57 12.99551(W)     ADJUSTED  
 JE1758* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 JE1758  ___________________________________________________________________
 JE1758  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 JE1758  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JE1758
 JE1758  HORZ ORDER  -  FIRST
 JE1758
 JE1758.The horizontal coordinates were established by classical geodetic methods
 JE1758.and adjusted by the National Geodetic Survey in October 1998..
 JE1758
 JE1758.The orthometric height was scaled from a topographic map.
 JE1758
 JE1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1758
 JE1758.The geoid height was determined by GEOID03.
 JE1758
 JE1758;                    North         East     Units Scale Factor Converg.
 JE1758;SPC KS S     -   602,157.834   622,217.192   MT  0.99998077   +1 33 53.4
 JE1758;UTM  15      - 4,261,073.662   242,285.778   MT  1.00041800   -1 50 17.1
 JE1758;UTM  14      - 4,261,337.603   765,811.384   MT  1.00047022   +1 53 45.2
 JE1758
 JE1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1758!SPC KS S     -   0.99994427  x   0.99998077  =   0.99992504
 JE1758!UTM  15      -   0.99994427  x   1.00041800  =   1.00036225
 JE1758!UTM  14      -   0.99994427  x   1.00047022  =   1.00041446
 JE1758
 JE1758|---------------------------------------------------------------------|
 JE1758| PID    Reference Object                     Distance      Geod. Az  |
 JE1758|                                                           dddmmss.s |
 JE1758| CL5799 MOUNKES RM 1                          9.010 METERS 00023     |
 JE1758| JE1817 MT HERMON EVAN UNITED BRETH CH      APPROX.18.0 KM 0550934.4 |
 JE1758| CL5798 MOUNKES AZ MK                                      1331553.6 |
 JE1758| JE1756 HARTFORD MUNICIPAL TANK             APPROX.16.8 KM 1814531.5 |
 JE1758| CL5800 MOUNKES RM 2                         99.331 METERS 27549     |
 JE1758| JE1818 READING MUNICIPAL TANK              APPROX. 6.6 KM 3565233.3 |
 JE1758|---------------------------------------------------------------------|
 JE1758
 JE1758                          SUPERSEDED SURVEY CONTROL
 JE1758
 JE1758  NAD 83(1986)-  38 27 38.76638(N)    095 57 12.99705(W) AD(       ) 1
 JE1758  NAD 27      -  38 27 38.71724(N)    095 57 12.03116(W) AD(       ) 1
 JE1758
 JE1758.Superseded values are not recommended for survey control.
 JE1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1758.See file dsdata.txt to determine how the superseded data were derived.
 JE1758
 JE1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC4228661074(NAD 83)
 JE1758_MARKER: DS = TRIANGULATION STATION DISK
 JE1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1758
 JE1758  HISTORY     - Date     Condition        Report By
 JE1758  HISTORY     - 1956     MONUMENTED       CGS
 JE1758  HISTORY     - 1968     GOOD             CGS
 JE1758
 JE1758                          STATION DESCRIPTION
 JE1758
 JE1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1758'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF EMPORIA,
 JE1758'6.5 MILES NORTHWEST OF LEBO AND 4 MILES SOUTH OF READING, ON THE
 JE1758'HIGHEST POINT OF A PROMINENT HILL IN A PASTURE AND ON LAND
 JE1758'OWNED BY MR. WALTER MOUNKES.  IT IS 326 FEET EAST OF A NORTH-SOUTH
 JE1758'FENCE LINE AND A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 JE1758'DISK IS STAMPED MOUNKES 1956.
 JE1758'
 JE1758'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST WEST OF THE
 JE1758'RAILROAD STATION IN READING, GO SOUTH ON GRAVELED ROAD FOR
 JE1758'0.05 MILE.  TURN RIGHT AND GO WEST FOR 0.05 MILE TO A SIDE ROAD
 JE1758'LEFT.  TURN LEFT AND FOLLOW GRAVELED ROAD SOUTH FOR 1.6 MILES TO
 JE1758'A T-ROAD INTERSECTION.  BEAR LEFT AND CONTINUE SOUTH ON GRAVELED
 JE1758'ROAD FOR 2.4 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 JE1758'GRAVELED ROAD FOR 2.4 MILES TO A CROSSROAD.  TURN LEFT AND GO
 JE1758'EAST ON GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND
 JE1758'GO SOUTH ON GRAVELED ROAD FOR 0.35 MILE TO A WIRE GATE IN
 JE1758'FENCE LINE ON THE RIGHT.* TURN RIGHT THROUGH GATE AND GO WEST
 JE1758'ACROSS PASTURE FOR 0.2 MILE TO THE TOP OF RIDGE.  TURN
 JE1758'RIGHT AND GO NORTH ALONG THE RIDGE FOR 0.15 MILE TO HIGHEST
 JE1758'POINT AND STATION AS DESCRIBED.
 JE1758'
 JE1758'REFERENCE MARK 1 IS ON ABOUT THE SAME ELEVATION AS THE STATION
 JE1758'MARK.  THE MARK IS FLUSH AND THE DISK IS STAMPED MOUNKES NO 1
 JE1758'1956.
 JE1758'
 JE1758'REFERENCE MARK 2 IS 3 FEET NORTH OF A WHITE WITNESS POST AND
 JE1758'1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE.  THE MARK IS FLUSH AND
 JE1758'THE DISK IS STAMPED MOUNKES NO 2 1956.
 JE1758'
 JE1758'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTERLINE OF THE
 JE1758'NORTH-SOUTH GRAVELED ROAD, 18 FEET NORTH OF THE CENTER OF GATE
 JE1758'INTO PASTURE, 4 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 JE1758'EAST OF NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES
 JE1758'AND THE DISK IS STAMPED MOUNKES 1956.
 JE1758'
 JE1758'*THE AZIMUTH MARK IS AT THIS POINT.
 JE1758'
 JE1758'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE1758
 JE1758                          STATION RECOVERY (1968)
 JE1758
 JE1758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JE1758'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JE1758'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JE1758'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JE1758'EXCEPT FOR AN ERROR IN THE TO REACH THE STATION.  THE 2.4 MILES
 JE1758'MENTIONED IN THE TO REACH SHOULD BE 3.4 MILES.
 JE1758'
 JE1758'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 JE1758'
 JE1758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 JE1758'SOUTH OF READING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1448 ***********************************************************************
 HF1448  DESIGNATION -  MOUNT PLEASANT
 HF1448  PID         -  HF1448
 HF1448  STATE/COUNTY-  KS/SEDGWICK
 HF1448  USGS QUAD   -  CHENEY SE (1965)
 HF1448
 HF1448                         *CURRENT SURVEY CONTROL
 HF1448  ___________________________________________________________________
 HF1448* NAD 83(1997)-  37 31 58.32218(N)    097 47 00.05617(W)     ADJUSTED  
 HF1448* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 HF1448  ___________________________________________________________________
 HF1448  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 HF1448  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 HF1448
 HF1448  HORZ ORDER  -  FIRST
 HF1448
 HF1448.The horizontal coordinates were established by classical geodetic methods
 HF1448.and adjusted by the National Geodetic Survey in October 1998..
 HF1448
 HF1448.The orthometric height was scaled from a topographic map.
 HF1448
 HF1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1448
 HF1448.The geoid height was determined by GEOID03.
 HF1448
 HF1448;                    North         East     Units Scale Factor Converg.
 HF1448;SPC KS S     -   496,378.413   463,339.139   MT  0.99995833   +0 26 25.4
 HF1448;UTM  14      - 4,154,683.094   607,494.827   MT  0.99974233   +0 44 28.6
 HF1448
 HF1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1448!SPC KS S     -   0.99995440  x   0.99995833  =   0.99991274
 HF1448!UTM  14      -   0.99995440  x   0.99974233  =   0.99969675
 HF1448
 HF1448|---------------------------------------------------------------------|
 HF1448| PID    Reference Object                     Distance      Geod. Az  |
 HF1448|                                                           dddmmss.s |
 HF1448| CL5803 MOUNT PLEASANT RM 1                  44.269 METERS 00954     |
 HF1448| HF1440 GARDEN PLAIN ST ANTHONY CH          APPROX.16.5 KM 0320201.2 |
 HF1448| CL5802 MOUNT PLEASANT AZ MK 2                             0900643.2 |
 HF1448| CL5801 MOUNT PLEASANT AZ MK                               0901107.7 |
 HF1448| CL5804 MOUNT PLEASANT RM 2                  29.825 METERS 10431     |
 HF1448| HF1365 AMARILLO KANSAS CITY AWY BN 27      APPROX.20.1 KM 1184021.4 |
 HF1448| HF1444 CHENEY MUNICIPAL TANK               APPROX.11.0 KM 3585901.3 |
 HF1448|---------------------------------------------------------------------|
 HF1448
 HF1448                          SUPERSEDED SURVEY CONTROL
 HF1448
 HF1448  NAD 83(1997)-  37 31 58.32811(N)    097 47 00.05625(W) AD(       ) 1
 HF1448  NAD 83(1986)-  37 31 58.33113(N)    097 47 00.05290(W) AD(       ) 1
 HF1448  NAD 27      -  37 31 58.27064(N)    097 46 58.86875(W) AD(       ) 1
 HF1448
 HF1448.Superseded values are not recommended for survey control.
 HF1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1448.See file dsdata.txt to determine how the superseded data were derived.
 HF1448
 HF1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0749554683(NAD 83)
 HF1448_MARKER: DS = TRIANGULATION STATION DISK
 HF1448_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HF1448
 HF1448  HISTORY     - Date     Condition        Report By
 HF1448  HISTORY     - 1940     MONUMENTED       CGS
 HF1448  HISTORY     - 1957     GOOD             CGS
 HF1448  HISTORY     - 1962     GOOD             CGS
 HF1448  HISTORY     - 1965     GOOD             USGS
 HF1448  HISTORY     - 1966     GOOD             CGS
 HF1448
 HF1448                          STATION DESCRIPTION
 HF1448
 HF1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1448'STATION MT. PLEASANT IS ABOUT 7 MILES S OF CHENEY, ON THE FLAT
 HF1448'PRAIRIE, IN THE SW 1/4 SECTION 8, T 29 S, R 4 W, IN THE SW
 HF1448'CORNER OF THE MOUNT PLEASANT SCHOOLYARD, (DISTRICT NO. 68).
 HF1448'
 HF1448'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1448'BRONZE DISKS SET IN CONCRETE.
 HF1448'
 HF1448'STATION MARK IS 90 FEET SSW OF SW CORNER OF SCHOOLHOUSE, 49
 HF1448'FEET N OF CENTER LINE OF ROAD, 40 FEET E OF N-S FENCE LINE, 25
 HF1448'FEET N OF E-W RIGHT-OF-WAY FENCE, IS STAMPED MOUNT PLEASANT
 HF1448'1940, AND IF SET FLUSH WITH THE GROUND.
 HF1448'
 HF1448'REFERENCE MARK NO. 1 IS 20 FEET N BY W OF NW CORNER OF SCHOOLHOUSE,
 HF1448'68 FEET E OF N-S FENCE LINE, IS STAMPED MOUNT PLEASANT NO. 1
 HF1448'1940, AND PROJECTS 6 INCHES.
 HF1448'
 HF1448'REFERENCE MARK NO. 2 IS 25 FEET N OF CENTER LINE OF THE ROAD,
 HF1448'6 INCHES N OF RIGHT-OFWAY FENCE, 21 FEET W OF W GATEPOST, IS
 HF1448'STAMPED MOUNT PLEASANT NO. 2 1940, AND PROJECTS 4 INCHES.
 HF1448'
 HF1448'AZIMUTH MARK IS 0.7 MILE E OF THE STATION IN NE ANGLE OF
 HF1448'CROSSROADS INTERSECTION, 30 FEET N OF THE CENTER LINE OF E-W
 HF1448'ROAD, 37 FEET E OF THE CENTER LINE OF N-S ROAD, 1 FOOT S OF
 HF1448'E-W FENCE LINE, 6 FEET E OF THE FENCE CORNER, 2 FEET W OF
 HF1448'WHITE REFERENCE POST, IS STAMPED MOUNT PLEASANT 1940, AND
 HF1448'PROJECTS 6 INCHES.
 HF1448'
 HF1448'TO REACH THE STATION FROM CHENEY (RAILROAD DEPOT) GO S ON
 HF1448'GRAVELED ROAD FOR 0.55 MILE AND TURN LEFT, E, GO 0.45 MILE AND
 HF1448'TURN RIGHT, (S) GO 6.0 MILES AND TURN RIGHT, (W) (AZIMUTH MARK
 HF1448'IN NE ANGLE AT THE CROSSROADS), GO 0.7 MILE TO THE MOUNT
 HF1448'PLEASANT SCHOOL AND STATION ON N SIDE OF ROAD.
 HF1448'
 HF1448'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HF1448
 HF1448                          STATION RECOVERY (1957)
 HF1448
 HF1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1448'THE STATION WAS RECOVERED AND THE REFERENCE MARKS, AZIMUTH MARK
 HF1448'AND UNDERGROUND STATION MARK FOUND TO BE IN GOOD CONDITION.  THE
 HF1448'SURFACE STATION MARK HAD BEEN DESTROYED.  A NEW STATION MARK
 HF1448'WAS SET BELOW PLOW DEPTH SO IT WOULD NOT BE A HAZARD TO FARM
 HF1448'MACHINERY.  THE SCHOOLHOUSE MENTIONED IN THE OLD DESCRIPTION
 HF1448'IS NO LONGER THERE AND THE LAND IS NOW UNDER CULTIVATION.  A
 HF1448'COMPLETE DESCRIPTION FOLLOWS.
 HF1448'
 HF1448'THE STATION IS LOCATED AT THE SOUTH EDGE OF A WHEAT FIELD.  IT
 HF1448'IS ABOUT 9 MILES AIRLINE WEST-NORTHWEST OF VIOLA AND 6 MILES
 HF1448'AIRLINE NORTHEAST OF NORWICH.
 HF1448'
 HF1448'TO REACH FROM THE U.S. POST OFFICE IN MILTON, GO EAST FOR 0.2
 HF1448'MILE TO A T-ROAD.  TURN LEFT AND GO NORTH ON HARD SURFACED
 HF1448'ROAD FOR 1.8 MILES TO A CROSS ROAD.  CONTINUE NORTH FOR 5.0
 HF1448'MILES TO A CROSS ROAD AND THE AZIMUTH MARK IN THE NORTHEAST
 HF1448'ANGLE OF THE CROSS ROAD.  TURN LEFT AND GO WEST ON DIRT ROAD
 HF1448'FOR 0.7 MILE TO THE STATION ON THE RIGHT.
 HF1448'
 HF1448'THE STATION MARK IS A STANDARD DISK STAMPED MT PLEASANT 1940,
 HF1448'SET IN A 3-FOOT DIAMETER MASS OF CONCRETE 12 INCHES BELOW GROUND
 HF1448'SURFACE.  IT IS 51 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD,
 HF1448'27 FEET NORTH OF A FENCE LINE, 140 FEET SOUTHWEST OF A CONCRETE
 HF1448'STORM SHELTER AN 143 FEET SOUTH OF A ROW OF TREES.
 HF1448'
 HF1448'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MT PLEASANT
 HF1448'NO 1 1940, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 HF1448'THAT PROJECTS 4 INCHES.  IT IS IN A ROW OF TREES 5 FEET NORTH
 HF1448'OF THE EDGE OF THE FIELD AND ABOUT 1 FOOT HIGHER THAN THE
 HF1448'STATION.
 HF1448'
 HF1448'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MT PLEASANT
 HF1448'NO 2 1940, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 HF1448'FLUSH WITH THE GROUND.  IT IS 1 FOOT NORTH OF A FENCE LINE,
 HF1448'24 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD AND ABOUT
 HF1448'1 FOOT HIGHER THAN THE STATION.
 HF1448'
 HF1448'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MT PLEASANT 1940,
 HF1448'SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT THAT
 HF1448'PROJECTS 4 INCHES.  IT IS AT THE SOUTHWEST CORNER OF A CULTIVATED
 HF1448'FIELD, 1 FOOT WEST OF A WITNESS POST AND 48 FEET NORTHEAST
 HF1448'OF THE INTERSECTION OF THE CENTER LINES OF A CROSS ROAD.
 HF1448
 HF1448                          STATION RECOVERY (1962)
 HF1448
 HF1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1448'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HF1448'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HF1448'THE AZIMUTH MARK WAS FOUND DIRECTLY IN LINE WITH A POWER
 HF1448'POLE AND WAS DESTROYED BY THIS PARTY.  THE DISTANCES AND
 HF1448'DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 HF1448'
 HF1448'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 HF1448'
 HF1448'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HF1448'
 HF1448'THE STATION IS ABOUT 8-1/2 MILES NORTHWEST OF VIOLA, 6-1/2 MILES
 HF1448'SOUTH OF CHENEY, 6 MILES NORTHEAST OF NORWICH AND IN A CULTIVATED
 HF1448'FIELD OWNED BY MRS. IDA M. FEAREY.
 HF1448'
 HF1448'TO REACH THE STATION FROM THE POST OFFICE IN NORWICH, GO NORTH
 HF1448'ON MAIN STREET FOR 0.1 MILE TO STATE HIGHWAY 42.  TURN RIGHT,
 HF1448'EAST, ON HIGHWAY 42 FOR 3.3 MILES TO THE JUNCTION OF STATE
 HF1448'HIGHWAY 2.  CONTINUE AHEAD, EAST, ON HIGHWAY 42 FOR 1.1 MILES TO
 HF1448'A CROSSROAD.  TURN LEFT, NORTH, ON A BLACKTOP ROAD AND THEN
 HF1448'A GRAVELED ROAD FOR 5.0 MILES TO A CROSSROAD AND THE AZIMUTH
 HF1448'MARK ON THE RIGHT, IN THE NORTHEAST ANGLE OF THE CROSSROAD.
 HF1448'TURN LEFT, WEST, ON A GRAVELED ROAD FOR 0.7 MILE TO THE
 HF1448'STATION ON THE RIGHT.
 HF1448'
 HF1448'STATION MARK, A STANDARD DISK STAMPED MT PLEASANT 1940, IS
 HF1448'SET IN A ROUND CONCRETE POST WHICH IS 14 INCHES BELOW THE
 HF1448'SURFACE OF THE GROUND.  IT IS 145 FEET SOUTHWEST OF THE SOUTHWEST
 HF1448'CORNER OF A CONCRETE STORM SHELTER, 63 FEET NORTHWEST OF A
 HF1448'POWER POLE, 48 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 HF1448'26 FEET NORTH OF A FENCE AND 25.5 FEET NORTH OF A METAL WITNESS
 HF1448'POST.  THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 HF1448'
 HF1448'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MT PLEASANT NO
 HF1448'1 1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HF1448'IT IS 169 FEET NORTH OF THE POWER POLE, 86.5 FEET WEST OF THE
 HF1448'NORTHWEST CORNER OF THE CONCRETE STORM SHELTER, 72 FEET EAST
 HF1448'OF THE WEST END OF A GROUP OF TREES AND NEAR THE SOUTH EDGE
 HF1448'OF THE GROUP OF TREES.
 HF1448'
 HF1448'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MT PLEASANT
 HF1448'NO 2 1940, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 HF1448'THE SURFACE OF THE GROUND.  IT IS 36 FEET EAST OF THE POWER POLE,
 HF1448'23.5 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1/2 FOOT
 HF1448'NORTH OF THE FENCE.
 HF1448'
 HF1448'AZIMUTH MARK, A STANDARD DISK STAMPED MT PLEASANT 1940 RESET
 HF1448'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 HF1448'IT IS 39.5 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 35 FEET
 HF1448'NORTH OF THE CENTER OF A GRAVELED ROAD, 5.5 FEET NORTHWEST OF
 HF1448'A POWER POLE, 2.5 FEET SOUTH OF A METAL WITNESS POST AND AT
 HF1448'THE SOUTHWEST CORNER OF A CULTIVATED FIELD.
 HF1448'
 HF1448'NOTE- REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE PULLING
 HF1448'7 KG. TAPE TENSION.
 HF1448
 HF1448                          STATION RECOVERY (1965)
 HF1448
 HF1448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HF1448'THIS STATION WAS FOUND COMPLETELY OUT OF THE GROUND.
 HF1448'
 HF1448'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 9.0
 HF1448'MILES WNW OF VIOLA AND 6.0 MILES NE OF NORWICH.
 HF1448
 HF1448                          STATION RECOVERY (1966)
 HF1448
 HF1448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 HF1448'STATION RECOVERED AS DESCRIBED IN 1962 AND ALL MARKS FOUND IN
 HF1448'GOOD CONDITION.  A REPORT WAS RECEIVED THAT THE STATION MARK
 HF1448'HAD BEEN DESTROYED.  UPON INVESTIGATION IT WAS FOUND THAT THE
 HF1448'STATION MARK WHICH WAS LYING ON TOP OF THE GROUND HAD BEEN
 HF1448'REPLACED IN 1957.  THE DISK HAD BEEN BATTERED BUT WAS STILL
 HF1448'THE CONCRETE POST.  THIS DISK WAS REMOVED FROM THE CONCRETE
 HF1448'POST.
 HF1448'
 HF1448'THE 1962 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 HF1448'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0217 ***********************************************************************
 JF0217  DESIGNATION -  MP 115
 JF0217  PID         -  JF0217
 JF0217  STATE/COUNTY-  KS/LYON
 JF0217  USGS QUAD   -  EMPORIA (1979)
 JF0217
 JF0217                         *CURRENT SURVEY CONTROL
 JF0217  ___________________________________________________________________
 JF0217* NAD 83(1986)-  38 24 06.     (N)    096 14 25.     (W)     SCALED    
 JF0217* NAVD 88     -       340.595  (meters)    1117.44   (feet)  ADJUSTED  
 JF0217  ___________________________________________________________________
 JF0217  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 JF0217  DYNAMIC HT  -         340.349 (meters)    1116.63  (feet)  COMP
 JF0217  MODELED GRAV-     979,895.1   (mgal)                       NAVD 88
 JF0217
 JF0217  VERT ORDER  -  SECOND    CLASS 0
 JF0217
 JF0217.The horizontal coordinates were scaled from a topographic map and have
 JF0217.an estimated accuracy of +/- 6 seconds.
 JF0217
 JF0217.The orthometric height was determined by differential leveling
 JF0217.and adjusted by the National Geodetic Survey in June 1991..
 JF0217
 JF0217.The geoid height was determined by GEOID03.
 JF0217
 JF0217.The dynamic height is computed by dividing the NAVD 88
 JF0217.geopotential number by the normal gravity value computed on the
 JF0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0217.degrees latitude (g = 980.6199 gals.).
 JF0217
 JF0217.The modeled gravity was interpolated from observed gravity values.
 JF0217
 JF0217;                    North         East    Units  Estimated Accuracy
 JF0217;SPC KS S     -   594,960.      597,370.      MT  (+/- 180 meters Scaled)
 JF0217
 JF0217                          SUPERSEDED SURVEY CONTROL
 JF0217
 JF0217  NGVD 29 (??/??/92)  340.455  (m)         1116.98   (f) ADJ UNCH    2 0
 JF0217
 JF0217.Superseded values are not recommended for survey control.
 JF0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0217.See file dsdata.txt to determine how the superseded data were derived.
 JF0217
 JF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH409539(NAD 83)
 JF0217_MARKER: Z = SEE DESCRIPTION
 JF0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0217_SP_SET: MILE MARKER
 JF0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0217
 JF0217  HISTORY     - Date     Condition        Report By
 JF0217  HISTORY     - UNK      MONUMENTED       CGS
 JF0217  HISTORY     - 1934     GOOD             NGS
 JF0217
 JF0217                          STATION DESCRIPTION
 JF0217
 JF0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0217'1.8 MI W FROM EMPORIA.
 JF0217'1.8 MILES WEST BY RAIL, LOCATED ON THE R. OF W. OF THE SANTA
 JF0217'FE R.R. CO.  BENCH MARK IS THE TOP OF MILE POST MARKER.  MILE 115.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0214 ***********************************************************************
 JF0214  DESIGNATION -  MP 116
 JF0214  PID         -  JF0214
 JF0214  STATE/COUNTY-  KS/LYON
 JF0214  USGS QUAD   -  PLYMOUTH (1989)
 JF0214
 JF0214                         *CURRENT SURVEY CONTROL
 JF0214  ___________________________________________________________________
 JF0214* NAD 83(1986)-  38 24 06.     (N)    096 15 29.     (W)     SCALED    
 JF0214* NAVD 88     -       342.103  (meters)    1122.38   (feet)  ADJUSTED  
 JF0214  ___________________________________________________________________
 JF0214  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JF0214  DYNAMIC HT  -         341.856 (meters)    1121.57  (feet)  COMP
 JF0214  MODELED GRAV-     979,895.8   (mgal)                       NAVD 88
 JF0214
 JF0214  VERT ORDER  -  SECOND    CLASS 0
 JF0214
 JF0214.The horizontal coordinates were scaled from a topographic map and have
 JF0214.an estimated accuracy of +/- 6 seconds.
 JF0214
 JF0214.The orthometric height was determined by differential leveling
 JF0214.and adjusted by the National Geodetic Survey in June 1991..
 JF0214
 JF0214.The geoid height was determined by GEOID03.
 JF0214
 JF0214.The dynamic height is computed by dividing the NAVD 88
 JF0214.geopotential number by the normal gravity value computed on the
 JF0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0214.degrees latitude (g = 980.6199 gals.).
 JF0214
 JF0214.The modeled gravity was interpolated from observed gravity values.
 JF0214
 JF0214;                    North         East    Units  Estimated Accuracy
 JF0214;SPC KS S     -   594,920.      595,810.      MT  (+/- 180 meters Scaled)
 JF0214
 JF0214                          SUPERSEDED SURVEY CONTROL
 JF0214
 JF0214  NGVD 29 (??/??/92)  341.962  (m)         1121.92   (f) ADJ UNCH    2 0
 JF0214
 JF0214.Superseded values are not recommended for survey control.
 JF0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0214.See file dsdata.txt to determine how the superseded data were derived.
 JF0214
 JF0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH394539(NAD 83)
 JF0214_MARKER: Z = SEE DESCRIPTION
 JF0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0214_SP_SET: MILE MARKER
 JF0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0214
 JF0214  HISTORY     - Date     Condition        Report By
 JF0214  HISTORY     - UNK      MONUMENTED       CGS
 JF0214  HISTORY     - 1934     GOOD             NGS
 JF0214
 JF0214                          STATION DESCRIPTION
 JF0214
 JF0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0214'2.8 MI W FROM EMPORIA.
 JF0214'2.8 MILES WEST BY RAIL.  LOCATED ON THE R. OF W. OF SANTA FE
 JF0214'R.R. CO.  BENCH MARK IS THE TOP OF MILE POST MARKER.  MILE 116
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0081 ***********************************************************************
 KG0081  DESIGNATION -  MP 515
 KG0081  PID         -  KG0081
 KG0081  STATE/COUNTY-  KS/MITCHELL
 KG0081  USGS QUAD   -  BELOIT (1978)
 KG0081
 KG0081                         *CURRENT SURVEY CONTROL
 KG0081  ___________________________________________________________________
 KG0081* NAD 83(1986)-  39 27 25.     (N)    098 06 59.     (W)     SCALED    
 KG0081* NAVD 88     -       421.385  (meters)    1382.49   (feet)  ADJUSTED  
 KG0081  ___________________________________________________________________
 KG0081  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 KG0081  DYNAMIC HT  -         421.116 (meters)    1381.61  (feet)  COMP
 KG0081  MODELED GRAV-     979,977.8   (mgal)                       NAVD 88
 KG0081
 KG0081  VERT ORDER  -  SECOND    CLASS 0
 KG0081
 KG0081.The horizontal coordinates were scaled from a topographic map and have
 KG0081.an estimated accuracy of +/- 6 seconds.
 KG0081
 KG0081.The orthometric height was determined by differential leveling
 KG0081.and adjusted by the National Geodetic Survey in June 1991..
 KG0081
 KG0081.The geoid height was determined by GEOID03.
 KG0081
 KG0081.The dynamic height is computed by dividing the NAVD 88
 KG0081.geopotential number by the normal gravity value computed on the
 KG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0081.degrees latitude (g = 980.6199 gals.).
 KG0081
 KG0081.The modeled gravity was interpolated from observed gravity values.
 KG0081
 KG0081;                    North         East    Units  Estimated Accuracy
 KG0081;SPC KS N     -   124,740.      389,980.      MT  (+/- 180 meters Scaled)
 KG0081
 KG0081                          SUPERSEDED SURVEY CONTROL
 KG0081
 KG0081  NGVD 29 (??/??/92)  421.224  (m)         1381.97   (f) ADJ UNCH    2 0
 KG0081
 KG0081.Superseded values are not recommended for survey control.
 KG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0081.See file dsdata.txt to determine how the superseded data were derived.
 KG0081
 KG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ760678(NAD 83)
 KG0081_MARKER: Z = SEE DESCRIPTION
 KG0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0081_SP_SET: MILEPOST
 KG0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0081
 KG0081  HISTORY     - Date     Condition        Report By
 KG0081  HISTORY     - UNK      MONUMENTED       MPRR
 KG0081  HISTORY     - 1934     GOOD             NGS
 KG0081
 KG0081                          STATION DESCRIPTION
 KG0081
 KG0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0081'AT BELOIT.
 KG0081'AT BELOIT, MITCHELL COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 KG0081'70 FEET WEST OF A ROAD CROSSING, 10 FEET NORTH OF THE CENTERLINE
 KG0081'OF THE TRACK, AND IN THE TOP OF SQUARE CONCRETE MILEPOST 515.  A
 KG0081'COPPER ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0078 ***********************************************************************
 KG0078  DESIGNATION -  MP 520
 KG0078  PID         -  KG0078
 KG0078  STATE/COUNTY-  KS/MITCHELL
 KG0078  USGS QUAD   -  SOLOMON RAPIDS (1953)
 KG0078
 KG0078                         *CURRENT SURVEY CONTROL
 KG0078  ___________________________________________________________________
 KG0078* NAD 83(1986)-  39 28 30.     (N)    098 12 20.     (W)     SCALED    
 KG0078* NAVD 88     -       426.368  (meters)    1398.84   (feet)  ADJUSTED  
 KG0078  ___________________________________________________________________
 KG0078  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 KG0078  DYNAMIC HT  -         426.100 (meters)    1397.96  (feet)  COMP
 KG0078  MODELED GRAV-     979,985.9   (mgal)                       NAVD 88
 KG0078
 KG0078  VERT ORDER  -  SECOND    CLASS 0
 KG0078
 KG0078.The horizontal coordinates were scaled from a topographic map and have
 KG0078.an estimated accuracy of +/- 6 seconds.
 KG0078
 KG0078.The orthometric height was determined by differential leveling
 KG0078.and adjusted by the National Geodetic Survey in June 1991..
 KG0078
 KG0078.The geoid height was determined by GEOID03.
 KG0078
 KG0078.The dynamic height is computed by dividing the NAVD 88
 KG0078.geopotential number by the normal gravity value computed on the
 KG0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0078.degrees latitude (g = 980.6199 gals.).
 KG0078
 KG0078.The modeled gravity was interpolated from observed gravity values.
 KG0078
 KG0078;                    North         East    Units  Estimated Accuracy
 KG0078;SPC KS N     -   126,760.      382,310.      MT  (+/- 180 meters Scaled)
 KG0078
 KG0078                          SUPERSEDED SURVEY CONTROL
 KG0078
 KG0078  NGVD 29 (??/??/92)  426.206  (m)         1398.31   (f) ADJ UNCH    2 0
 KG0078
 KG0078.Superseded values are not recommended for survey control.
 KG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0078.See file dsdata.txt to determine how the superseded data were derived.
 KG0078
 KG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ683697(NAD 83)
 KG0078_MARKER: Z = SEE DESCRIPTION
 KG0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0078_SP_SET: MILEPOST
 KG0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0078
 KG0078  HISTORY     - Date     Condition        Report By
 KG0078  HISTORY     - UNK      MONUMENTED       MPRR
 KG0078  HISTORY     - 1934     GOOD             NGS
 KG0078
 KG0078                          STATION DESCRIPTION
 KG0078
 KG0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0078'0.7 MI W FROM SOLOMON RAPIDS.
 KG0078'0.7 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0078'STATION AT SOLOMON RAPIDS, MITCHELL COUNTY, 10 FEET NORTH OF THE
 KG0078'CENTERLINE OF THE TRACK, AND IN THE TOP OF SQUARE CONCRETE MILEPOST
 KG0078'520.  A COPPER ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0074 ***********************************************************************
 KG0074  DESIGNATION -  MP 525
 KG0074  PID         -  KG0074
 KG0074  STATE/COUNTY-  KS/MITCHELL
 KG0074  USGS QUAD   -  GLEN ELDER SOUTH (1979)
 KG0074
 KG0074                         *CURRENT SURVEY CONTROL
 KG0074  ___________________________________________________________________
 KG0074* NAD 83(1986)-  39 29 43.     (N)    098 17 44.     (W)     SCALED    
 KG0074* NAVD 88     -       433.187  (meters)    1421.21   (feet)  ADJUSTED  
 KG0074  ___________________________________________________________________
 KG0074  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 KG0074  DYNAMIC HT  -         432.915 (meters)    1420.32  (feet)  COMP
 KG0074  MODELED GRAV-     979,984.9   (mgal)                       NAVD 88
 KG0074
 KG0074  VERT ORDER  -  SECOND    CLASS 0
 KG0074
 KG0074.The horizontal coordinates were scaled from a topographic map and have
 KG0074.an estimated accuracy of +/- 6 seconds.
 KG0074
 KG0074.The orthometric height was determined by differential leveling
 KG0074.and adjusted by the National Geodetic Survey in June 1991..
 KG0074
 KG0074.The geoid height was determined by GEOID03.
 KG0074
 KG0074.The dynamic height is computed by dividing the NAVD 88
 KG0074.geopotential number by the normal gravity value computed on the
 KG0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0074.degrees latitude (g = 980.6199 gals.).
 KG0074
 KG0074.The modeled gravity was interpolated from observed gravity values.
 KG0074
 KG0074;                    North         East    Units  Estimated Accuracy
 KG0074;SPC KS N     -   129,030.      374,580.      MT  (+/- 180 meters Scaled)
 KG0074
 KG0074                          SUPERSEDED SURVEY CONTROL
 KG0074
 KG0074  NGVD 29 (??/??/92)  433.019  (m)         1420.66   (f) ADJ UNCH    2 0
 KG0074
 KG0074.Superseded values are not recommended for survey control.
 KG0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0074.See file dsdata.txt to determine how the superseded data were derived.
 KG0074
 KG0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ605719(NAD 83)
 KG0074_MARKER: Z = SEE DESCRIPTION
 KG0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0074_SP_SET: MILEPOST
 KG0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0074
 KG0074  HISTORY     - Date     Condition        Report By
 KG0074  HISTORY     - UNK      MONUMENTED       MPRR
 KG0074  HISTORY     - 1934     GOOD             NGS
 KG0074
 KG0074                          STATION DESCRIPTION
 KG0074
 KG0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0074'0.7 MI E FROM GLEN ELDER.
 KG0074'0.7 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0074'STATION AT GLEN ELDER, MITCHELL COUNTY, 10 FEET NORTH OF THE
 KG0074'CENTERLINE OF THE TRACK, AND IN THE CENTER OF THE TOP OF SQUARE
 KG0074'CONCRETE MILEPOST 525.  A COPPER ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0055 ***********************************************************************
 KG0055  DESIGNATION -  MP 530
 KG0055  PID         -  KG0055
 KG0055  STATE/COUNTY-  KS/MITCHELL
 KG0055  USGS QUAD   -  CAWKER CITY (1980)
 KG0055
 KG0055                         *CURRENT SURVEY CONTROL
 KG0055  ___________________________________________________________________
 KG0055* NAD 83(1986)-  39 30 18.     (N)    098 23 18.     (W)     SCALED    
 KG0055* NAVD 88     -       439.440  (meters)    1441.73   (feet)  ADJUSTED  
 KG0055  ___________________________________________________________________
 KG0055  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 KG0055  DYNAMIC HT  -         439.160 (meters)    1440.81  (feet)  COMP
 KG0055  MODELED GRAV-     979,975.5   (mgal)                       NAVD 88
 KG0055
 KG0055  VERT ORDER  -  SECOND    CLASS 0
 KG0055
 KG0055.The horizontal coordinates were scaled from a topographic map and have
 KG0055.an estimated accuracy of +/- 6 seconds.
 KG0055
 KG0055.The orthometric height was determined by differential leveling
 KG0055.and adjusted by the National Geodetic Survey in June 1991..
 KG0055
 KG0055.The geoid height was determined by GEOID03.
 KG0055
 KG0055.The dynamic height is computed by dividing the NAVD 88
 KG0055.geopotential number by the normal gravity value computed on the
 KG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0055.degrees latitude (g = 980.6199 gals.).
 KG0055
 KG0055.The modeled gravity was interpolated from observed gravity values.
 KG0055
 KG0055;                    North         East    Units  Estimated Accuracy
 KG0055;SPC KS N     -   130,140.      366,600.      MT  (+/- 180 meters Scaled)
 KG0055
 KG0055                          SUPERSEDED SURVEY CONTROL
 KG0055
 KG0055  NGVD 29 (??/??/92)  439.263  (m)         1441.15   (f) ADJ UNCH    2 0
 KG0055
 KG0055.Superseded values are not recommended for survey control.
 KG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0055.See file dsdata.txt to determine how the superseded data were derived.
 KG0055
 KG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ525729(NAD 83)
 KG0055_MARKER: Z = SEE DESCRIPTION
 KG0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0055_SP_SET: MILEPOST
 KG0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0055
 KG0055  HISTORY     - Date     Condition        Report By
 KG0055  HISTORY     - UNK      MONUMENTED       MPRR
 KG0055  HISTORY     - 1941     GOOD             NGS
 KG0055
 KG0055                          STATION DESCRIPTION
 KG0055
 KG0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0055'2.9 MI E FROM CAWKER CITY.
 KG0055'2.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0055'STATION AT CAWKER CITY, MITCHELL COUNTY, 10 FEET NORTH OF THE
 KG0055'CENTERLINE OF THE TRACK, AND IN THE TOP OF SQUARE CONCRETE
 KG0055'MILEPOST 530.  A COPPER ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0051 ***********************************************************************
 KG0051  DESIGNATION -  MP 535
 KG0051  PID         -  KG0051
 KG0051  STATE/COUNTY-  KS/MITCHELL
 KG0051  USGS QUAD   -  CAWKER CITY (1980)
 KG0051
 KG0051                         *CURRENT SURVEY CONTROL
 KG0051  ___________________________________________________________________
 KG0051* NAD 83(1986)-  39 30 22.     (N)    098 28 31.     (W)     SCALED    
 KG0051* NAVD 88     -       447.379  (meters)    1467.78   (feet)  ADJUSTED  
 KG0051  ___________________________________________________________________
 KG0051  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 KG0051  DYNAMIC HT  -         447.092 (meters)    1466.83  (feet)  COMP
 KG0051  MODELED GRAV-     979,972.5   (mgal)                       NAVD 88
 KG0051
 KG0051  VERT ORDER  -  SECOND    CLASS 0
 KG0051
 KG0051.The horizontal coordinates were scaled from a topographic map and have
 KG0051.an estimated accuracy of +/- 6 seconds.
 KG0051
 KG0051.The orthometric height was determined by differential leveling
 KG0051.and adjusted by the National Geodetic Survey in June 1991..
 KG0051
 KG0051.The geoid height was determined by GEOID03.
 KG0051
 KG0051.The dynamic height is computed by dividing the NAVD 88
 KG0051.geopotential number by the normal gravity value computed on the
 KG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0051.degrees latitude (g = 980.6199 gals.).
 KG0051
 KG0051.The modeled gravity was interpolated from observed gravity values.
 KG0051
 KG0051;                    North         East    Units  Estimated Accuracy
 KG0051;SPC KS N     -   130,300.      359,130.      MT  (+/- 180 meters Scaled)
 KG0051
 KG0051                          SUPERSEDED SURVEY CONTROL
 KG0051
 KG0051  NGVD 29 (??/??/92)  447.198  (m)         1467.18   (f) ADJ UNCH    2 0
 KG0051
 KG0051.Superseded values are not recommended for survey control.
 KG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0051.See file dsdata.txt to determine how the superseded data were derived.
 KG0051
 KG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ451730(NAD 83)
 KG0051_MARKER: Z = SEE DESCRIPTION
 KG0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0051_SP_SET: MILEPOST
 KG0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0051
 KG0051  HISTORY     - Date     Condition        Report By
 KG0051  HISTORY     - UNK      MONUMENTED       MPRR
 KG0051  HISTORY     - 1934     GOOD             NGS
 KG0051
 KG0051                          STATION DESCRIPTION
 KG0051
 KG0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0051'2 MI W FROM CAWKER CITY..
 KG0051'2.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0051'STATION AT CAWKER CITY, MITCHELL COUNTY, 10 FEET NORTH OF THE
 KG0051'CENTERLINE OF THE TRACK, AND IN THE TOP OF SQUARE CONCRETE
 KG0051'MILEPOST 535.  A COPPER ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0128 ***********************************************************************
 KG0128  DESIGNATION -  MP 550
 KG0128  PID         -  KG0128
 KG0128  STATE/COUNTY-  KS/OSBORNE
 KG0128  USGS QUAD   -  OSBORNE (1979)
 KG0128
 KG0128                         *CURRENT SURVEY CONTROL
 KG0128  ___________________________________________________________________
 KG0128* NAD 83(1986)-  39 26 44.     (N)    098 43 21.     (W)     SCALED    
 KG0128* NAVD 88     -       476.356  (meters)    1562.84   (feet)  ADJUSTED  
 KG0128  ___________________________________________________________________
 KG0128  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 KG0128  DYNAMIC HT  -         476.045 (meters)    1561.82  (feet)  COMP
 KG0128  MODELED GRAV-     979,959.7   (mgal)                       NAVD 88
 KG0128
 KG0128  VERT ORDER  -  SECOND    CLASS 0
 KG0128
 KG0128.The horizontal coordinates were scaled from a topographic map and have
 KG0128.an estimated accuracy of +/- 6 seconds.
 KG0128
 KG0128.The orthometric height was determined by differential leveling
 KG0128.and adjusted by the National Geodetic Survey in June 1991..
 KG0128
 KG0128.The geoid height was determined by GEOID03.
 KG0128
 KG0128.The dynamic height is computed by dividing the NAVD 88
 KG0128.geopotential number by the normal gravity value computed on the
 KG0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0128.degrees latitude (g = 980.6199 gals.).
 KG0128
 KG0128.The modeled gravity was interpolated from observed gravity values.
 KG0128
 KG0128;                    North         East    Units  Estimated Accuracy
 KG0128;SPC KS N     -   123,720.      337,810.      MT  (+/- 180 meters Scaled)
 KG0128
 KG0128                          SUPERSEDED SURVEY CONTROL
 KG0128
 KG0128  NGVD 29 (??/??/92)  476.156  (m)         1562.19   (f) ADJ UNCH    2 0
 KG0128
 KG0128.Superseded values are not recommended for survey control.
 KG0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0128.See file dsdata.txt to determine how the superseded data were derived.
 KG0128
 KG0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ238662(NAD 83)
 KG0128_MARKER: Z = SEE DESCRIPTION
 KG0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0128_SP_SET: MILEPOST
 KG0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0128
 KG0128  HISTORY     - Date     Condition        Report By
 KG0128  HISTORY     - UNK      MONUMENTED       MPRR
 KG0128  HISTORY     - 1941     GOOD             NGS
 KG0128
 KG0128                          STATION DESCRIPTION
 KG0128
 KG0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0128'1.5 MI W FROM OSBORNE.
 KG0128'1.5 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0128'STATION AT OSBORNE, OSBORNE COUNTY, AND IN THE TOP OF SQUARE
 KG0128'CONCRETE MILEPOST 550.  A COPPER ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0125 ***********************************************************************
 KG0125  DESIGNATION -  MP 555
 KG0125  PID         -  KG0125
 KG0125  STATE/COUNTY-  KS/OSBORNE
 KG0125  USGS QUAD   -  BLOOMINGTON (1979)
 KG0125
 KG0125                         *CURRENT SURVEY CONTROL
 KG0125  ___________________________________________________________________
 KG0125* NAD 83(1986)-  39 27 36.     (N)    098 48 50.     (W)     SCALED    
 KG0125* NAVD 88     -       485.564  (meters)    1593.05   (feet)  ADJUSTED  
 KG0125  ___________________________________________________________________
 KG0125  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 KG0125  DYNAMIC HT  -         485.247 (meters)    1592.01  (feet)  COMP
 KG0125  MODELED GRAV-     979,958.8   (mgal)                       NAVD 88
 KG0125
 KG0125  VERT ORDER  -  SECOND    CLASS 0
 KG0125
 KG0125.The horizontal coordinates were scaled from a topographic map and have
 KG0125.an estimated accuracy of +/- 6 seconds.
 KG0125
 KG0125.The orthometric height was determined by differential leveling
 KG0125.and adjusted by the National Geodetic Survey in June 1991..
 KG0125
 KG0125.The geoid height was determined by GEOID03.
 KG0125
 KG0125.The dynamic height is computed by dividing the NAVD 88
 KG0125.geopotential number by the normal gravity value computed on the
 KG0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0125.degrees latitude (g = 980.6199 gals.).
 KG0125
 KG0125.The modeled gravity was interpolated from observed gravity values.
 KG0125
 KG0125;                    North         East    Units  Estimated Accuracy
 KG0125;SPC KS N     -   125,390.      329,960.      MT  (+/- 180 meters Scaled)
 KG0125
 KG0125                          SUPERSEDED SURVEY CONTROL
 KG0125
 KG0125  NGVD 29 (??/??/92)  485.361  (m)         1592.39   (f) ADJ UNCH    2 0
 KG0125
 KG0125.Superseded values are not recommended for survey control.
 KG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0125.See file dsdata.txt to determine how the superseded data were derived.
 KG0125
 KG0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ160678(NAD 83)
 KG0125_MARKER: Z = SEE DESCRIPTION
 KG0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0125_SP_SET: MILEPOST
 KG0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0125
 KG0125  HISTORY     - Date     Condition        Report By
 KG0125  HISTORY     - UNK      MONUMENTED       MPRR
 KG0125  HISTORY     - 1934     GOOD             NGS
 KG0125
 KG0125                          STATION DESCRIPTION
 KG0125
 KG0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0125'1.2 MI W FROM BLOOMINGTON.
 KG0125'1.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0125'STATION AT BLOOMINGTON, OSBORNE COUNTY, AT THE WEST END OF A
 KG0125'RAILROAD TRESTLE, 70 FEET SOUTH OF A CONCRETE BRIDGE ON U.S.
 KG0125'HIGHWAY 40 N, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 KG0125'IN THE TOP OF SQUARE CONCRETE MILEPOST 555.  A COPPER ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0311 ***********************************************************************
 KG0311  DESIGNATION -  MP 565
 KG0311  PID         -  KG0311
 KG0311  STATE/COUNTY-  KS/OSBORNE
 KG0311  USGS QUAD   -  ALTON (1979)
 KG0311
 KG0311                         *CURRENT SURVEY CONTROL
 KG0311  ___________________________________________________________________
 KG0311* NAD 83(1986)-  39 27 56.     (N)    098 59 50.     (W)     SCALED    
 KG0311* NAVD 88     -       504.897  (meters)    1656.48   (feet)  ADJUSTED  
 KG0311  ___________________________________________________________________
 KG0311  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 KG0311  DYNAMIC HT  -         504.561 (meters)    1655.38  (feet)  COMP
 KG0311  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 KG0311
 KG0311  VERT ORDER  -  SECOND    CLASS 0
 KG0311
 KG0311.The horizontal coordinates were scaled from a topographic map and have
 KG0311.an estimated accuracy of +/- 6 seconds.
 KG0311
 KG0311.The orthometric height was determined by differential leveling
 KG0311.and adjusted by the National Geodetic Survey in June 1991..
 KG0311
 KG0311.The geoid height was determined by GEOID03.
 KG0311
 KG0311.The dynamic height is computed by dividing the NAVD 88
 KG0311.geopotential number by the normal gravity value computed on the
 KG0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0311.degrees latitude (g = 980.6199 gals.).
 KG0311
 KG0311.The modeled gravity was interpolated from observed gravity values.
 KG0311
 KG0311;                    North         East    Units  Estimated Accuracy
 KG0311;SPC KS N     -   126,160.      314,190.      MT  (+/- 180 meters Scaled)
 KG0311
 KG0311                          SUPERSEDED SURVEY CONTROL
 KG0311
 KG0311  NGVD 29 (??/??/92)  504.680  (m)         1655.77   (f) ADJ UNCH    2 0
 KG0311
 KG0311.Superseded values are not recommended for survey control.
 KG0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0311.See file dsdata.txt to determine how the superseded data were derived.
 KG0311
 KG0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ002684(NAD 83)
 KG0311_MARKER: Z = SEE DESCRIPTION
 KG0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0311_SP_SET: MILEPOST
 KG0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0311
 KG0311  HISTORY     - Date     Condition        Report By
 KG0311  HISTORY     - UNK      MONUMENTED       MPRR
 KG0311  HISTORY     - 1952     GOOD             NGS
 KG0311
 KG0311                          STATION DESCRIPTION
 KG0311
 KG0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KG0311'2.9 MI W FROM ALTON.
 KG0311'2.9 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0311'STATION AT ALTON, OSBORNE COUNTY, 500 FEET EAST OF A TRESTLE,
 KG0311'60 FEET SOUTHEAST OF U.S. HIGHWAY 40 N, 10 FEET NORTHWEST OF
 KG0311'THE CENTERLINE OF THE TRACK, AND IN THE TOP OF CONCRETE MILEPOST
 KG0311'565 PROJECTING 2 FEET ABOVE THE GROUND.  A COPPER ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0308 ***********************************************************************
 KG0308  DESIGNATION -  MP 570
 KG0308  PID         -  KG0308
 KG0308  STATE/COUNTY-  KS/ROOKS
 KG0308  USGS QUAD   -  WOODSTON (1979)
 KG0308
 KG0308                         *CURRENT SURVEY CONTROL
 KG0308  ___________________________________________________________________
 KG0308* NAD 83(1986)-  39 27 19.     (N)    099 05 18.     (W)     SCALED    
 KG0308* NAVD 88     -       520.675  (meters)    1708.25   (feet)  ADJUSTED  
 KG0308  ___________________________________________________________________
 KG0308  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 KG0308  DYNAMIC HT  -         520.326 (meters)    1707.10  (feet)  COMP
 KG0308  MODELED GRAV-     979,941.7   (mgal)                       NAVD 88
 KG0308
 KG0308  VERT ORDER  -  SECOND    CLASS 0
 KG0308
 KG0308.The horizontal coordinates were scaled from a topographic map and have
 KG0308.an estimated accuracy of +/- 6 seconds.
 KG0308
 KG0308.The orthometric height was determined by differential leveling
 KG0308.and adjusted by the National Geodetic Survey in June 1991..
 KG0308
 KG0308.The geoid height was determined by GEOID03.
 KG0308
 KG0308.The dynamic height is computed by dividing the NAVD 88
 KG0308.geopotential number by the normal gravity value computed on the
 KG0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0308.degrees latitude (g = 980.6199 gals.).
 KG0308
 KG0308.The modeled gravity was interpolated from observed gravity values.
 KG0308
 KG0308;                    North         East    Units  Estimated Accuracy
 KG0308;SPC KS N     -   125,110.      306,330.      MT  (+/- 180 meters Scaled)
 KG0308
 KG0308                          SUPERSEDED SURVEY CONTROL
 KG0308
 KG0308  NGVD 29 (??/??/92)  520.456  (m)         1707.53   (f) ADJ UNCH    2 0
 KG0308
 KG0308.Superseded values are not recommended for survey control.
 KG0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0308.See file dsdata.txt to determine how the superseded data were derived.
 KG0308
 KG0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ924673(NAD 83)
 KG0308_MARKER: B = BOLT
 KG0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0308_SP_SET: MILEPOST
 KG0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0308
 KG0308  HISTORY     - Date     Condition        Report By
 KG0308  HISTORY     - UNK      MONUMENTED       MPRR
 KG0308  HISTORY     - 1941     GOOD             NGS
 KG0308
 KG0308                          STATION DESCRIPTION
 KG0308
 KG0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0308'0.4 MI E FROM WOODSTON.
 KG0308'0.4 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0308'STATION AT WOODSTON, ROOKS COUNTY, 10 FEET NORTH OF THE
 KG0308'CENTERLINE OF THE TRACK, AND IN THE TOP OF A SQUARE CONCRETE
 KG0308'MILEPOST 570.  A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0558 ***********************************************************************
 JG0558  DESIGNATION -  MP 630
 JG0558  PID         -  JG0558
 JG0558  STATE/COUNTY-  KS/NESS
 JG0558  USGS QUAD   -  RANSOM (1980)
 JG0558
 JG0558                         *CURRENT SURVEY CONTROL
 JG0558  ___________________________________________________________________
 JG0558* NAD 83(1986)-  38 38 12.     (N)    099 58 56.     (W)     SCALED    
 JG0558* NAVD 88     -       773.286  (meters)    2537.02   (feet)  ADJUSTED  
 JG0558  ___________________________________________________________________
 JG0558  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 JG0558  DYNAMIC HT  -         772.673 (meters)    2535.01  (feet)  COMP
 JG0558  MODELED GRAV-     979,809.7   (mgal)                       NAVD 88
 JG0558
 JG0558  VERT ORDER  -  SECOND    CLASS 0
 JG0558
 JG0558.The horizontal coordinates were scaled from a topographic map and have
 JG0558.an estimated accuracy of +/- 6 seconds.
 JG0558
 JG0558.The orthometric height was determined by differential leveling
 JG0558.and adjusted by the National Geodetic Survey in June 1991..
 JG0558
 JG0558.The geoid height was determined by GEOID03.
 JG0558
 JG0558.The dynamic height is computed by dividing the NAVD 88
 JG0558.geopotential number by the normal gravity value computed on the
 JG0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0558.degrees latitude (g = 980.6199 gals.).
 JG0558
 JG0558.The modeled gravity was interpolated from observed gravity values.
 JG0558
 JG0558;                    North         East    Units  Estimated Accuracy
 JG0558;SPC KS S     -   619,680.      270,950.      MT  (+/- 180 meters Scaled)
 JG0558
 JG0558                          SUPERSEDED SURVEY CONTROL
 JG0558
 JG0558  NGVD 29 (??/??/92)  772.985  (m)         2536.03   (f) ADJ UNCH    2 0
 JG0558
 JG0558.Superseded values are not recommended for survey control.
 JG0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0558.See file dsdata.txt to determine how the superseded data were derived.
 JG0558
 JG0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH145769(NAD 83)
 JG0558_MARKER: Z = SEE DESCRIPTION
 JG0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0558_SP_SET: MILEPOST
 JG0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0558
 JG0558  HISTORY     - Date     Condition        Report By
 JG0558  HISTORY     - UNK      MONUMENTED       MPRR
 JG0558  HISTORY     - 1934     GOOD             NGS
 JG0558
 JG0558                          STATION DESCRIPTION
 JG0558
 JG0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0558'2.7 MI W FROM RANSOM.
 JG0558'2.7 MI W ALONG THE MISSOURI PACIFIC RR FROM RANSOM, NESS COUNTY,
 JG0558'AND AT MILEPOST 630.  THE TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0033 ***********************************************************************
 JH0033  DESIGNATION -  MP 635
 JH0033  PID         -  JH0033
 JH0033  STATE/COUNTY-  KS/NESS
 JH0033  USGS QUAD   -  ARNOLD (1981)
 JH0033
 JH0033                         *CURRENT SURVEY CONTROL
 JH0033  ___________________________________________________________________
 JH0033* NAD 83(1986)-  38 38 38.     (N)    100 04 09.     (W)     SCALED    
 JH0033* NAVD 88     -       782.917  (meters)    2568.62   (feet)  ADJUSTED  
 JH0033  ___________________________________________________________________
 JH0033  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 JH0033  DYNAMIC HT  -         782.295 (meters)    2566.58  (feet)  COMP
 JH0033  MODELED GRAV-     979,807.1   (mgal)                       NAVD 88
 JH0033
 JH0033  VERT ORDER  -  SECOND    CLASS 0
 JH0033
 JH0033.The horizontal coordinates were scaled from a topographic map and have
 JH0033.an estimated accuracy of +/- 6 seconds.
 JH0033
 JH0033.The orthometric height was determined by differential leveling
 JH0033.and adjusted by the National Geodetic Survey in June 1991..
 JH0033
 JH0033.The geoid height was determined by GEOID03.
 JH0033
 JH0033.The dynamic height is computed by dividing the NAVD 88
 JH0033.geopotential number by the normal gravity value computed on the
 JH0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0033.degrees latitude (g = 980.6199 gals.).
 JH0033
 JH0033.The modeled gravity was interpolated from observed gravity values.
 JH0033
 JH0033;                    North         East    Units  Estimated Accuracy
 JH0033;SPC KS S     -   620,600.      263,390.      MT  (+/- 180 meters Scaled)
 JH0033
 JH0033                          SUPERSEDED SURVEY CONTROL
 JH0033
 JH0033  NGVD 29 (??/??/92)  782.618  (m)         2567.64   (f) ADJ UNCH    2 0
 JH0033
 JH0033.Superseded values are not recommended for survey control.
 JH0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0033.See file dsdata.txt to determine how the superseded data were derived.
 JH0033
 JH0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH069778(NAD 83)
 JH0033_MARKER: Z = SEE DESCRIPTION
 JH0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0033_SP_SET: MILEPOST
 JH0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0033
 JH0033  HISTORY     - Date     Condition        Report By
 JH0033  HISTORY     - UNK      MONUMENTED       MPRR
 JH0033  HISTORY     - 1934     GOOD             NGS
 JH0033
 JH0033                          STATION DESCRIPTION
 JH0033
 JH0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0033'1.2 MI W FROM ARNOLD.
 JH0033'1.2 MILES W ALONG THE MISSOURI PACIFIC RR FROM ARNOLD, NESS
 JH0033'COUNTY, AND AT MILEPOST 635.  THE TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0032 ***********************************************************************
 JH0032  DESIGNATION -  MP 640
 JH0032  PID         -  JH0032
 JH0032  STATE/COUNTY-  KS/NESS
 JH0032  USGS QUAD   -  UTICA (1981)
 JH0032
 JH0032                         *CURRENT SURVEY CONTROL
 JH0032  ___________________________________________________________________
 JH0032* NAD 83(1986)-  38 38 30.     (N)    100 09 37.     (W)     SCALED    
 JH0032* NAVD 88     -       798.402  (meters)    2619.42   (feet)  ADJUSTED  
 JH0032  ___________________________________________________________________
 JH0032  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 JH0032  DYNAMIC HT  -         797.764 (meters)    2617.33  (feet)  COMP
 JH0032  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 JH0032
 JH0032  VERT ORDER  -  SECOND    CLASS 0
 JH0032
 JH0032.The horizontal coordinates were scaled from a topographic map and have
 JH0032.an estimated accuracy of +/- 6 seconds.
 JH0032
 JH0032.The orthometric height was determined by differential leveling
 JH0032.and adjusted by the National Geodetic Survey in June 1991..
 JH0032
 JH0032.The geoid height was determined by GEOID03.
 JH0032
 JH0032.The dynamic height is computed by dividing the NAVD 88
 JH0032.geopotential number by the normal gravity value computed on the
 JH0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0032.degrees latitude (g = 980.6199 gals.).
 JH0032
 JH0032.The modeled gravity was interpolated from observed gravity values.
 JH0032
 JH0032;                    North         East    Units  Estimated Accuracy
 JH0032;SPC KS S     -   620,490.      255,460.      MT  (+/- 180 meters Scaled)
 JH0032
 JH0032                          SUPERSEDED SURVEY CONTROL
 JH0032
 JH0032  NGVD 29 (??/??/92)  798.107  (m)         2618.46   (f) ADJ UNCH    2 0
 JH0032
 JH0032.Superseded values are not recommended for survey control.
 JH0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0032.See file dsdata.txt to determine how the superseded data were derived.
 JH0032
 JH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH990776(NAD 83)
 JH0032_MARKER: Z = SEE DESCRIPTION
 JH0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0032_SP_SET: MILEPOST
 JH0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0032
 JH0032  HISTORY     - Date     Condition        Report By
 JH0032  HISTORY     - UNK      MONUMENTED       MPRR
 JH0032  HISTORY     - 1934     GOOD             NGS
 JH0032
 JH0032                          STATION DESCRIPTION
 JH0032
 JH0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0032'0.3 MI E FROM UTICA.
 JH0032'0.3 MI E ALONG THE MISSOURI PACIFIC RAILROAD FROM UTICA, NESS
 JH0032'COUNTY, AND AT MILEPOST 640.  TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0027 ***********************************************************************
 JH0027  DESIGNATION -  MP 645
 JH0027  PID         -  JH0027
 JH0027  STATE/COUNTY-  KS/LANE
 JH0027  USGS QUAD   -  PENDENNIS (1974)
 JH0027
 JH0027                         *CURRENT SURVEY CONTROL
 JH0027  ___________________________________________________________________
 JH0027* NAD 83(1986)-  38 38 23.     (N)    100 15 12.     (W)     SCALED    
 JH0027* NAVD 88     -       818.485  (meters)    2685.31   (feet)  ADJUSTED  
 JH0027  ___________________________________________________________________
 JH0027  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 JH0027  DYNAMIC HT  -         817.821 (meters)    2683.13  (feet)  COMP
 JH0027  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 JH0027
 JH0027  VERT ORDER  -  SECOND    CLASS 0
 JH0027
 JH0027.The horizontal coordinates were scaled from a topographic map and have
 JH0027.an estimated accuracy of +/- 6 seconds.
 JH0027
 JH0027.The orthometric height was determined by differential leveling
 JH0027.and adjusted by the National Geodetic Survey in June 1991..
 JH0027
 JH0027.The geoid height was determined by GEOID03.
 JH0027
 JH0027.The dynamic height is computed by dividing the NAVD 88
 JH0027.geopotential number by the normal gravity value computed on the
 JH0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0027.degrees latitude (g = 980.6199 gals.).
 JH0027
 JH0027.The modeled gravity was interpolated from observed gravity values.
 JH0027
 JH0027;                    North         East    Units  Estimated Accuracy
 JH0027;SPC KS S     -   620,420.      247,350.      MT  (+/- 180 meters Scaled)
 JH0027
 JH0027                          SUPERSEDED SURVEY CONTROL
 JH0027
 JH0027  NGVD 29 (??/??/92)  818.240  (m)         2684.51   (f) ADJ UNCH    2 0
 JH0027
 JH0027.Superseded values are not recommended for survey control.
 JH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0027.See file dsdata.txt to determine how the superseded data were derived.
 JH0027
 JH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH909775(NAD 83)
 JH0027_MARKER: Z = SEE DESCRIPTION
 JH0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0027_SP_SET: MILEPOST
 JH0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0027
 JH0027  HISTORY     - Date     Condition        Report By
 JH0027  HISTORY     - UNK      MONUMENTED       MPRR
 JH0027  HISTORY     - 1934     GOOD             NGS
 JH0027
 JH0027                          STATION DESCRIPTION
 JH0027
 JH0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0027'4.5 MI E FROM PENDENNIS.
 JH0027'4.5 MI E ALONG THE MISSOURI PACIFIC RR FROM PENDENNIS, LANE
 JH0027'COUNTY, AND AT MILEPOST 645.  THE TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0023 ***********************************************************************
 JH0023  DESIGNATION -  MP 650
 JH0023  PID         -  JH0023
 JH0023  STATE/COUNTY-  KS/LANE
 JH0023  USGS QUAD   -  PENDENNIS (1974)
 JH0023
 JH0023                         *CURRENT SURVEY CONTROL
 JH0023  ___________________________________________________________________
 JH0023* NAD 83(1986)-  38 38 24.     (N)    100 20 43.     (W)     SCALED    
 JH0023* NAVD 88     -       831.925  (meters)    2729.41   (feet)  ADJUSTED  
 JH0023  ___________________________________________________________________
 JH0023  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 JH0023  DYNAMIC HT  -         831.251 (meters)    2727.20  (feet)  COMP
 JH0023  MODELED GRAV-     979,789.6   (mgal)                       NAVD 88
 JH0023
 JH0023  VERT ORDER  -  SECOND    CLASS 0
 JH0023
 JH0023.The horizontal coordinates were scaled from a topographic map and have
 JH0023.an estimated accuracy of +/- 6 seconds.
 JH0023
 JH0023.The orthometric height was determined by differential leveling
 JH0023.and adjusted by the National Geodetic Survey in June 1991..
 JH0023
 JH0023.The geoid height was determined by GEOID03.
 JH0023
 JH0023.The dynamic height is computed by dividing the NAVD 88
 JH0023.geopotential number by the normal gravity value computed on the
 JH0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0023.degrees latitude (g = 980.6199 gals.).
 JH0023
 JH0023.The modeled gravity was interpolated from observed gravity values.
 JH0023
 JH0023;                    North         East    Units  Estimated Accuracy
 JH0023;SPC KS S     -   620,610.      239,350.      MT  (+/- 180 meters Scaled)
 JH0023
 JH0023                          SUPERSEDED SURVEY CONTROL
 JH0023
 JH0023  NGVD 29 (??/??/92)  831.625  (m)         2728.42   (f) ADJ UNCH    2 0
 JH0023
 JH0023.Superseded values are not recommended for survey control.
 JH0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0023.See file dsdata.txt to determine how the superseded data were derived.
 JH0023
 JH0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH829776(NAD 83)
 JH0023_MARKER: Z = SEE DESCRIPTION
 JH0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0023_SP_SET: MILEPOST
 JH0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0023
 JH0023  HISTORY     - Date     Condition        Report By
 JH0023  HISTORY     - UNK      MONUMENTED       MPRR
 JH0023  HISTORY     - 1934     GOOD             NGS
 JH0023
 JH0023                          STATION DESCRIPTION
 JH0023
 JH0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0023'0.6 MI W FROM PENDENNIS.
 JH0023'0.6 MI W ALONG THE MISSOURI PACIFIC RR FROM THE STATION AT
 JH0023'PENDENNIS, LANE COUNTY, AND AT MILEPOST 650.  THE TOP OF THE
 JH0023'MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0022 ***********************************************************************
 JH0022  DESIGNATION -  MP 655
 JH0022  PID         -  JH0022
 JH0022  STATE/COUNTY-  KS/LANE
 JH0022  USGS QUAD   -  SHIELDS (1974)
 JH0022
 JH0022                         *CURRENT SURVEY CONTROL
 JH0022  ___________________________________________________________________
 JH0022* NAD 83(1986)-  38 37 04.     (N)    100 26 00.     (W)     SCALED    
 JH0022* NAVD 88     -       846.407  (meters)    2776.92   (feet)  ADJUSTED  
 JH0022  ___________________________________________________________________
 JH0022  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 JH0022  DYNAMIC HT  -         845.716 (meters)    2774.65  (feet)  COMP
 JH0022  MODELED GRAV-     979,782.8   (mgal)                       NAVD 88
 JH0022
 JH0022  VERT ORDER  -  SECOND    CLASS 0
 JH0022
 JH0022.The horizontal coordinates were scaled from a topographic map and have
 JH0022.an estimated accuracy of +/- 6 seconds.
 JH0022
 JH0022.The orthometric height was determined by differential leveling
 JH0022.and adjusted by the National Geodetic Survey in June 1991..
 JH0022
 JH0022.The geoid height was determined by GEOID03.
 JH0022
 JH0022.The dynamic height is computed by dividing the NAVD 88
 JH0022.geopotential number by the normal gravity value computed on the
 JH0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0022.degrees latitude (g = 980.6199 gals.).
 JH0022
 JH0022.The modeled gravity was interpolated from observed gravity values.
 JH0022
 JH0022;                    North         East    Units  Estimated Accuracy
 JH0022;SPC KS S     -   618,300.      231,640.      MT  (+/- 180 meters Scaled)
 JH0022
 JH0022                          SUPERSEDED SURVEY CONTROL
 JH0022
 JH0022  NGVD 29 (??/??/92)  846.122  (m)         2775.99   (f) ADJ UNCH    2 0
 JH0022
 JH0022.Superseded values are not recommended for survey control.
 JH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0022.See file dsdata.txt to determine how the superseded data were derived.
 JH0022
 JH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH752753(NAD 83)
 JH0022_MARKER: DB = BENCH MARK DISK
 JH0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0022_SP_SET: MILEPOST
 JH0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0022
 JH0022  HISTORY     - Date     Condition        Report By
 JH0022  HISTORY     - UNK      MONUMENTED       CGS
 JH0022  HISTORY     - 1934     GOOD             NGS
 JH0022
 JH0022                          STATION DESCRIPTION
 JH0022
 JH0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0022'0.6 MI E FROM SHIELDS.
 JH0022'ABOUT 0.6 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JH0022'THE STATION AT SHIELDS, TOP OF CONCRETE MILEPOST 655.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0118 ***********************************************************************
 JH0118  DESIGNATION -  MP 660
 JH0118  PID         -  JH0118
 JH0118  STATE/COUNTY-  KS/LANE
 JH0118  USGS QUAD   -  HEALY (1974)
 JH0118
 JH0118                         *CURRENT SURVEY CONTROL
 JH0118  ___________________________________________________________________
 JH0118* NAD 83(1986)-  38 36 28.     (N)    100 31 32.     (W)     SCALED    
 JH0118* NAVD 88     -       857.991  (meters)    2814.93   (feet)  ADJUSTED  
 JH0118  ___________________________________________________________________
 JH0118  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 JH0118  DYNAMIC HT  -         857.286 (meters)    2812.61  (feet)  COMP
 JH0118  MODELED GRAV-     979,777.7   (mgal)                       NAVD 88
 JH0118
 JH0118  VERT ORDER  -  SECOND    CLASS 0
 JH0118
 JH0118.The horizontal coordinates were scaled from a topographic map and have
 JH0118.an estimated accuracy of +/- 6 seconds.
 JH0118
 JH0118.The orthometric height was determined by differential leveling
 JH0118.and adjusted by the National Geodetic Survey in June 1991..
 JH0118
 JH0118.The geoid height was determined by GEOID03.
 JH0118
 JH0118.The dynamic height is computed by dividing the NAVD 88
 JH0118.geopotential number by the normal gravity value computed on the
 JH0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0118.degrees latitude (g = 980.6199 gals.).
 JH0118
 JH0118.The modeled gravity was interpolated from observed gravity values.
 JH0118
 JH0118;                    North         East    Units  Estimated Accuracy
 JH0118;SPC KS S     -   617,360.      223,580.      MT  (+/- 180 meters Scaled)
 JH0118
 JH0118                          SUPERSEDED SURVEY CONTROL
 JH0118
 JH0118  NGVD 29 (??/??/92)  857.694  (m)         2813.95   (f) ADJ UNCH    2 0
 JH0118
 JH0118.Superseded values are not recommended for survey control.
 JH0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0118.See file dsdata.txt to determine how the superseded data were derived.
 JH0118
 JH0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH671743(NAD 83)
 JH0118_MARKER: Z = SEE DESCRIPTION
 JH0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0118_SP_SET: MILE POST
 JH0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0118
 JH0118  HISTORY     - Date     Condition        Report By
 JH0118  HISTORY     - UNK      MONUMENTED       MPRR
 JH0118  HISTORY     - 1934     GOOD             NGS
 JH0118
 JH0118                          STATION DESCRIPTION
 JH0118
 JH0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0118'5 MI E FROM HEALY.
 JH0118'5.0 MI E ALONG THE MISSOURI PACIFIC RR FROM HEALY, LANE COUNTY,
 JH0118'AND AT MILEPOST 660.  THE TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0119 ***********************************************************************
 JH0119  DESIGNATION -  MP 665
 JH0119  PID         -  JH0119
 JH0119  STATE/COUNTY-  KS/LANE
 JH0119  USGS QUAD   -  HEALY (1974)
 JH0119
 JH0119                         *CURRENT SURVEY CONTROL
 JH0119  ___________________________________________________________________
 JH0119* NAD 83(1986)-  38 35 56.     (N)    100 37 00.     (W)     SCALED    
 JH0119* NAVD 88     -       871.223  (meters)    2858.34   (feet)  ADJUSTED  
 JH0119  ___________________________________________________________________
 JH0119  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 JH0119  DYNAMIC HT  -         870.504 (meters)    2855.98  (feet)  COMP
 JH0119  MODELED GRAV-     979,773.6   (mgal)                       NAVD 88
 JH0119
 JH0119  VERT ORDER  -  SECOND    CLASS 0
 JH0119
 JH0119.The horizontal coordinates were scaled from a topographic map and have
 JH0119.an estimated accuracy of +/- 6 seconds.
 JH0119
 JH0119.The orthometric height was determined by differential leveling
 JH0119.and adjusted by the National Geodetic Survey in June 1991..
 JH0119
 JH0119.The geoid height was determined by GEOID03.
 JH0119
 JH0119.The dynamic height is computed by dividing the NAVD 88
 JH0119.geopotential number by the normal gravity value computed on the
 JH0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0119.degrees latitude (g = 980.6199 gals.).
 JH0119
 JH0119.The modeled gravity was interpolated from observed gravity values.
 JH0119
 JH0119;                    North         East    Units  Estimated Accuracy
 JH0119;SPC KS S     -   616,550.      215,630.      MT  (+/- 180 meters Scaled)
 JH0119
 JH0119                          SUPERSEDED SURVEY CONTROL
 JH0119
 JH0119  NGVD 29 (??/??/92)  870.928  (m)         2857.37   (f) ADJ UNCH    2 0
 JH0119
 JH0119.Superseded values are not recommended for survey control.
 JH0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0119.See file dsdata.txt to determine how the superseded data were derived.
 JH0119
 JH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH592735(NAD 83)
 JH0119_MARKER: Z = SEE DESCRIPTION
 JH0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0119_SP_SET: MILE POST
 JH0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0119
 JH0119  HISTORY     - Date     Condition        Report By
 JH0119  HISTORY     - UNK      MONUMENTED       MPRR
 JH0119  HISTORY     - 1934     GOOD             NGS
 JH0119
 JH0119                          STATION DESCRIPTION
 JH0119
 JH0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0119'AT HEALY.
 JH0119'AT HEALY, LANE COUNTY, 0.1 MI W OF THE MISSOURI PACIFIC RR
 JH0119'STATION, AND AT MILEPOST 665.  THE TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0123 ***********************************************************************
 JH0123  DESIGNATION -  MP 670
 JH0123  PID         -  JH0123
 JH0123  STATE/COUNTY-  KS/SCOTT
 JH0123  USGS QUAD   -  MANNING (1974)
 JH0123
 JH0123                         *CURRENT SURVEY CONTROL
 JH0123  ___________________________________________________________________
 JH0123* NAD 83(1986)-  38 33 58.     (N)    100 41 58.     (W)     SCALED    
 JH0123* NAVD 88     -       887.113  (meters)    2910.47   (feet)  ADJUSTED  
 JH0123  ___________________________________________________________________
 JH0123  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 JH0123  DYNAMIC HT  -         886.372 (meters)    2908.04  (feet)  COMP
 JH0123  MODELED GRAV-     979,763.2   (mgal)                       NAVD 88
 JH0123
 JH0123  VERT ORDER  -  SECOND    CLASS 0
 JH0123
 JH0123.The horizontal coordinates were scaled from a topographic map and have
 JH0123.an estimated accuracy of +/- 6 seconds.
 JH0123
 JH0123.The orthometric height was determined by differential leveling
 JH0123.and adjusted by the National Geodetic Survey in June 1991..
 JH0123
 JH0123.The geoid height was determined by GEOID03.
 JH0123
 JH0123.The dynamic height is computed by dividing the NAVD 88
 JH0123.geopotential number by the normal gravity value computed on the
 JH0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0123.degrees latitude (g = 980.6199 gals.).
 JH0123
 JH0123.The modeled gravity was interpolated from observed gravity values.
 JH0123
 JH0123;                    North         East    Units  Estimated Accuracy
 JH0123;SPC KS S     -   613,080.      208,330.      MT  (+/- 180 meters Scaled)
 JH0123
 JH0123                          SUPERSEDED SURVEY CONTROL
 JH0123
 JH0123  NGVD 29 (??/??/92)  886.812  (m)         2909.48   (f) ADJ UNCH    2 0
 JH0123
 JH0123.Superseded values are not recommended for survey control.
 JH0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0123.See file dsdata.txt to determine how the superseded data were derived.
 JH0123
 JH0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH519699(NAD 83)
 JH0123_MARKER: Z = SEE DESCRIPTION
 JH0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0123_SP_SET: MILEPOST
 JH0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0123
 JH0123  HISTORY     - Date     Condition        Report By
 JH0123  HISTORY     - UNK      MONUMENTED       MPRR
 JH0123  HISTORY     - 1934     GOOD             NGS
 JH0123
 JH0123                          STATION DESCRIPTION
 JH0123
 JH0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0123'1.5 MI E FROM MANNING.
 JH0123'1.5 MI E ALONG THE MISSOURI PACIFIC RR FROM MANNING, SCOTT
 JH0123'COUNTY, AND AT MILEPOST 670.  THE TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0126 ***********************************************************************
 JH0126  DESIGNATION -  MP 675
 JH0126  PID         -  JH0126
 JH0126  STATE/COUNTY-  KS/SCOTT
 JH0126  USGS QUAD   -  LAKE SCOTT SE (1978)
 JH0126
 JH0126                         *CURRENT SURVEY CONTROL
 JH0126  ___________________________________________________________________
 JH0126* NAD 83(1986)-  38 31 58.     (N)    100 46 52.     (W)     SCALED    
 JH0126* NAVD 88     -       900.216  (meters)    2953.46   (feet)  ADJUSTED  
 JH0126  ___________________________________________________________________
 JH0126  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 JH0126  DYNAMIC HT  -         899.458 (meters)    2950.97  (feet)  COMP
 JH0126  MODELED GRAV-     979,755.3   (mgal)                       NAVD 88
 JH0126
 JH0126  VERT ORDER  -  SECOND    CLASS 0
 JH0126
 JH0126.The horizontal coordinates were scaled from a topographic map and have
 JH0126.an estimated accuracy of +/- 6 seconds.
 JH0126
 JH0126.The orthometric height was determined by differential leveling
 JH0126.and adjusted by the National Geodetic Survey in June 1991..
 JH0126
 JH0126.The geoid height was determined by GEOID03.
 JH0126
 JH0126.The dynamic height is computed by dividing the NAVD 88
 JH0126.geopotential number by the normal gravity value computed on the
 JH0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0126.degrees latitude (g = 980.6199 gals.).
 JH0126
 JH0126.The modeled gravity was interpolated from observed gravity values.
 JH0126
 JH0126;                    North         East    Units  Estimated Accuracy
 JH0126;SPC KS S     -   609,550.      201,120.      MT  (+/- 180 meters Scaled)
 JH0126
 JH0126                          SUPERSEDED SURVEY CONTROL
 JH0126
 JH0126  NGVD 29 (??/??/92)  899.912  (m)         2952.46   (f) ADJ UNCH    2 0
 JH0126
 JH0126.Superseded values are not recommended for survey control.
 JH0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0126.See file dsdata.txt to determine how the superseded data were derived.
 JH0126
 JH0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH447664(NAD 83)
 JH0126_MARKER: Z = SEE DESCRIPTION
 JH0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0126_SP_SET: MILEPOST
 JH0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0126
 JH0126  HISTORY     - Date     Condition        Report By
 JH0126  HISTORY     - UNK      MONUMENTED       MPRR
 JH0126  HISTORY     - 1934     GOOD             NGS
 JH0126
 JH0126                          STATION DESCRIPTION
 JH0126
 JH0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0126'3.5 MI W FROM MANNING.
 JH0126'3.5 MI W ALONG THE MISSOURI PACIFIC RR FROM MANNING, SCOTT
 JH0126'COUNTY, AND AT MILEPOST 675.  THE TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0055 ***********************************************************************
 JH0055  DESIGNATION -  MP 680
 JH0055  PID         -  JH0055
 JH0055  STATE/COUNTY-  KS/SCOTT
 JH0055  USGS QUAD   -  TRACTOR (1978)
 JH0055
 JH0055                         *CURRENT SURVEY CONTROL
 JH0055  ___________________________________________________________________
 JH0055* NAD 83(1986)-  38 29 57.     (N)    100 51 45.     (W)     SCALED    
 JH0055* NAVD 88     -       909.045  (meters)    2982.43   (feet)  ADJUSTED  
 JH0055  ___________________________________________________________________
 JH0055  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 JH0055  DYNAMIC HT  -         908.276 (meters)    2979.90  (feet)  COMP
 JH0055  MODELED GRAV-     979,751.3   (mgal)                       NAVD 88
 JH0055
 JH0055  VERT ORDER  -  SECOND    CLASS 0
 JH0055
 JH0055.The horizontal coordinates were scaled from a topographic map and have
 JH0055.an estimated accuracy of +/- 6 seconds.
 JH0055
 JH0055.The orthometric height was determined by differential leveling
 JH0055.and adjusted by the National Geodetic Survey in June 1991..
 JH0055
 JH0055.The geoid height was determined by GEOID03.
 JH0055
 JH0055.The dynamic height is computed by dividing the NAVD 88
 JH0055.geopotential number by the normal gravity value computed on the
 JH0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0055.degrees latitude (g = 980.6199 gals.).
 JH0055
 JH0055.The modeled gravity was interpolated from observed gravity values.
 JH0055
 JH0055;                    North         East    Units  Estimated Accuracy
 JH0055;SPC KS S     -   606,000.      193,940.      MT  (+/- 180 meters Scaled)
 JH0055
 JH0055                          SUPERSEDED SURVEY CONTROL
 JH0055
 JH0055  NGVD 29 (??/??/92)  908.745  (m)         2981.44   (f) ADJ UNCH    2 0
 JH0055
 JH0055.Superseded values are not recommended for survey control.
 JH0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0055.See file dsdata.txt to determine how the superseded data were derived.
 JH0055
 JH0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH375628(NAD 83)
 JH0055_MARKER: Z = SEE DESCRIPTION
 JH0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0055_SP_SET: MILEPOST
 JH0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0055
 JH0055  HISTORY     - Date     Condition        Report By
 JH0055  HISTORY     - UNK      MONUMENTED       MPRR
 JH0055  HISTORY     - 1934     GOOD             NGS
 JH0055
 JH0055                          STATION DESCRIPTION
 JH0055
 JH0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0055'2.5 MI E FROM SCOTT CITY.
 JH0055'2.5 MILES E ALONG THE MISSOURI PACIFIC RR FROM SCOTT CITY, SCOTT
 JH0055'COUNTY, AND AT MILEPOST 680.  THE TOP OF THE MILEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1817 ***********************************************************************
 JE1817  DESIGNATION -  MT HERMON EVAN UNITED BRETH CH
 JE1817  PID         -  JE1817
 JE1817  STATE/COUNTY-  KS/OSAGE
 JE1817  USGS QUAD   -  OSAGE CITY SE (1971)
 JE1817
 JE1817                         *CURRENT SURVEY CONTROL
 JE1817  ___________________________________________________________________
 JE1817* NAD 83(1997)-  38 33 11.95855(N)    095 47 02.59352(W)     ADJUSTED  
 JE1817* NAVD 88     -                                                        
 JE1817  ___________________________________________________________________
 JE1817  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 JE1817  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JE1817
 JE1817  HORZ ORDER  -  THIRD
 JE1817
 JE1817.The horizontal coordinates were established by classical geodetic methods
 JE1817.and adjusted by the National Geodetic Survey in October 1998..
 JE1817
 JE1817
 JE1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1817
 JE1817.The geoid height was determined by GEOID03.
 JE1817
 JE1817;                    North         East     Units Scale Factor Converg.
 JE1817;SPC KS S     -   612,845.122   636,710.640   MT  0.99999739   +1 40 08.5
 JE1817;UTM  15      - 4,270,885.278   257,393.995   MT  1.00032488   -1 44 09.6
 JE1817
 JE1817                          SUPERSEDED SURVEY CONTROL
 JE1817
 JE1817  NAD 83(1986)-  38 33 11.96422(N)    095 47 02.59432(W) AD(       ) 4
 JE1817  NAD 27      -  38 33 11.92119(N)    095 47 01.63899(W) AD(       ) 3
 JE1817
 JE1817.Superseded values are not recommended for survey control.
 JE1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1817.See file dsdata.txt to determine how the superseded data were derived.
 JE1817
 JE1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5739470885(NAD 83)
 JE1817_MARKER: 85 = CHIMNEY
 JE1817
 JE1817  HISTORY     - Date     Condition        Report By
 JE1817  HISTORY     - 1956     FIRST OBSERVED   CGS
 JE1817
 JE1817                          STATION DESCRIPTION
 JE1817
 JE1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1817'THE STATION IS THE TOP OF THE SPIRE, LOCATED ABOUT 6 MILES SOUTH
 JE1817'OF OSAGE CITY, ABOUT 10 MILES EAST OF READING AND ABOUT 5 MILES
 JE1817'NORTH OF OLIVET.  IT IS A SMALL SPIRE COVERED WITH UNPAINTED
 JE1817'WOODEN SHINGLE ROOF ATTACHED TO THE NORTHWEST CORNER OF A WHITE
 JE1817'FRAME BUILDING.  IT IS ABOUT 30 FEET HIGH.
 JE1817'
 JE1817'TO REACH THE STATION FROM THE RAILROAD CROSSING AT THE SOUTH
 JE1817'EDGE OF THE SMALL COMMUNITY OF OLIVET, GO NORTH ON A PAVED
 JE1817'STREET FOR 0.1 MILE TO A GRAVEL CROSS STREET.  TURN LEFT AND GO
 JE1817'WESTERLY ON A GRAVELED STREET FOR 0.8 MILE TO A T ROAD.  TURN
 JE1817'RIGHT AND GO NORTH ON THE MAIN GRAVELED ROAD FOR 5.0 MILES TO A
 JE1817'GRAVEL CROSSROAD.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD
 JE1817'FOR 1.0 MILE TO A GRAVEL CROSSROAD AND A SCHOOL HOUSE ON THE
 JE1817'LEFT.  TURN RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 0.2
 JE1817'MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0567 ***********************************************************************
 KG0567  DESIGNATION -  MT HOPE
 KG0567  PID         -  KG0567
 KG0567  STATE/COUNTY-  KS/JEWELL
 KG0567  USGS QUAD   -  MANKATO (1969)
 KG0567
 KG0567                         *CURRENT SURVEY CONTROL
 KG0567  ___________________________________________________________________
 KG0567* NAD 83(1997)-  39 47 05.14757(N)    098 13 52.95607(W)     ADJUSTED  
 KG0567* NAVD 88     -       565.     (meters)    1854.     (feet)  SCALED    
 KG0567  ___________________________________________________________________
 KG0567  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 KG0567  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 KG0567
 KG0567  HORZ ORDER  -  SECOND
 KG0567
 KG0567.The horizontal coordinates were established by classical geodetic methods
 KG0567.and adjusted by the National Geodetic Survey in October 1998..
 KG0567
 KG0567.The orthometric height was scaled from a topographic map.
 KG0567
 KG0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0567
 KG0567.The geoid height was determined by GEOID03.
 KG0567
 KG0567;                    North         East     Units Scale Factor Converg.
 KG0567;SPC KS N     -   161,156.385   380,179.974   MT  1.00000023   -0 08 47.0
 KG0567;UTM  14      - 4,404,150.985   565,815.348   MT  0.99965333   +0 29 30.7
 KG0567
 KG0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0567!SPC KS N     -   0.99991544  x   1.00000023  =   0.99991567
 KG0567!UTM  14      -   0.99991544  x   0.99965333  =   0.99956880
 KG0567
 KG0567:                Primary Azimuth Mark                     Grid Az
 KG0567:SPC KS N     -  MANKATO MUNICIPAL STANDPIPE              065 20 24.4
 KG0567:UTM  14      -  MANKATO MUNICIPAL STANDPIPE              064 42 06.7
 KG0567
 KG0567|---------------------------------------------------------------------|
 KG0567| PID    Reference Object                     Distance      Geod. Az  |
 KG0567|                                                           dddmmss.s |
 KG0567| KG0568 MANKATO MUNICIPAL STANDPIPE         APPROX. 1.9 KM 0651137.4 |
 KG0567| CO1894 MT HOPE RM 3                         16.325 METERS 06812     |
 KG0567| CO1892 MT HOPE RM 1                         12.020 METERS 17920     |
 KG0567| CO1890 MT HOPE AZ MK                                      2704854.0 |
 KG0567| CO1891 MT HOPE AZ MK RESET                                2724930.2 |
 KG0567| CO1893 MT HOPE RM 2                         17.388 METERS 28153     |
 KG0567| KG0590 VOR MANKATO                         APPROX. 3.4 KM 3142342.7 |
 KG0567|---------------------------------------------------------------------|
 KG0567
 KG0567                          SUPERSEDED SURVEY CONTROL
 KG0567
 KG0567  NAD 83(1997)-  39 47 05.14956(N)    098 13 52.95553(W) AD(       ) 2
 KG0567  NAD 83(1986)-  39 47 05.15334(N)    098 13 52.95603(W) AD(       ) 2
 KG0567  NAD 27      -  39 47 05.11000(N)    098 13 51.76800(W) AD(       ) 2
 KG0567
 KG0567.Superseded values are not recommended for survey control.
 KG0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0567.See file dsdata.txt to determine how the superseded data were derived.
 KG0567
 KG0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK6581504151(NAD 83)
 KG0567_MARKER: DS = TRIANGULATION STATION DISK
 KG0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0567
 KG0567  HISTORY     - Date     Condition        Report By
 KG0567  HISTORY     - 1950     MONUMENTED       CGS
 KG0567  HISTORY     - 1957     GOOD             CGS
 KG0567  HISTORY     - 1958     GOOD             CGS
 KG0567  HISTORY     - 1967     GOOD             CGS
 KG0567  HISTORY     - 1969     GOOD             CGS
 KG0567
 KG0567                          STATION DESCRIPTION
 KG0567
 KG0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0567'THE STATION IS LOCATED ABOUT 1.0 MILE WEST OF MANKATO NEAR
 KG0567'THE NORTHWEST CORNER OF THE MT. HOPE CEMETERY.  IT IS 49.0
 KG0567'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 36 AND STATE
 KG0567'HIGHWAY NO. 28, 27.0 FEET EAST OF THE CENTER OF STATE HIGHWAY
 KG0567'NO. 128, AND 19.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 KG0567'MT. HOPE CEMETERY, AND 9.0 FEET NORTH-NORTHWEST OF A LONE
 KG0567'CEDAR TREE AND 3.0 FEET WEST OF THE CEMETERY FENCE.  IT
 KG0567'PROJECTS 2 INCHES AND IS STAMPED MT HOPE 1950.
 KG0567'
 KG0567'REFERENCE MARK NO. 1 IS 27.0 FEET EAST OF THE CENTER OF
 KG0567'STATE HIGHWAY NO. 128 AND 3.0 FEET WEST OF THE CEMETERY
 KG0567'FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED MT HOPE NO 1 1950.
 KG0567'
 KG0567'REFERENCE MARK NO. 2 IS 36.0 FEET SOUTH OF THE CENTER OF
 KG0567'U.S. HIGHWAY NO. 36 AND STATE HIGHWAY NO. 28 AND 28.0 FEET
 KG0567'WEST OF THE CENTER OF STATE HIGHWAY NO. 128.  IT PROJECTS
 KG0567'2 INCHES AND IS STAMPED MT HOPE NO 2 1950.
 KG0567'
 KG0567'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KG0567'NO. 2 IS 76.08 FEET.
 KG0567'
 KG0567'THE AZIMUTH MARK IS 51.0 FEET SOUTH OF THE SOUTHEAST CORNER
 KG0567'OF A YARD FENCE, 40.0 FEET WEST OF A FENCE CORNER, AND 35.0
 KG0567'FEET SOUTH OF THE CENTER OF A FARM DRIVE, AND 31.0 FEET
 KG0567'NORTH OF THE CENTER OF U.S. HIGHWAY NO. 36 AND STATE HIGHWAY
 KG0567'NO. 28, AND 1.5 FEET EAST-SOUTHEAST OF A TELEPHONE POLE
 KG0567'NO. E22 AND 1.5 FEET EAST OF A WITNESS POST.  IT IS SET FLUSH
 KG0567'AND IS STAMPED MT HOPE 1950.
 KG0567'
 KG0567'TO REACH THE STATION FROM THE POST OFFICE IN MANKATO, GO SOUTH
 KG0567'ON THE MAIN STREET FOR 1 BLOCK TO THE STOP LIGHT WHERE THE
 KG0567'STREET INTERSECTS U.S. HIGHWAY NO. 36 AND STATE HIGHWAY NO. 28,
 KG0567'HERE TURN RIGHT AND GO WEST ON U.S. HIGHWAY NO. 36 AND STATE
 KG0567'HIGHWAY NO. 28 FOR 1.2 MILES TO THE NORTHWEST CORNER OF THE
 KG0567'MT. HOPE CEMETERY AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0567'
 KG0567'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 KG0567'HIGHWAY NO. 36 AND STATE HIGHWAY NO. 28 FOR 0.65 MILE TO A
 KG0567'FARM DRIVE ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED.
 KG0567
 KG0567                          STATION RECOVERY (1957)
 KG0567
 KG0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KG0567'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KG0567'IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN
 KG0567'DESTROYED.  ROAD CONSTRUCTION REQUIRED THE MOVING OF THE
 KG0567'AZIMUTH MARK, ALSO.  REFERENCE MARK NO. 3 WAS ESTABLISHED.
 KG0567'A COMPLETE DESCRIPTION FOLLOWS.
 KG0567'
 KG0567'STATION IS LOCATED ABOUT 1 MILE WEST OF MANKATO NEAR THE
 KG0567'NORTHWEST CORNER OF THE MT. HOPE CEMETERY, 108 FEET SOUTH OF
 KG0567'THE CENTER OF NEW U.S. HIGHWAY 36, 47 FEET EAST OF THE CENTER
 KG0567'OF A NORTH-SOUTH GRAVEL ROAD, 20 FEET SOUTH OF THE NORTHWEST
 KG0567'CORNER OF THE MT. HOPE CEMETERY FENCE, AND 3 FEET WEST OF THE
 KG0567'CEMETERY FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 KG0567'GROUND AND THE DISK IS STAMPED MT HOPE 1950.
 KG0567'
 KG0567'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 60 FEET SOUTH
 KG0567'OF THE NORTHWEST CORNER OF THE CEMETERY FENCE, AND 3 FEET WEST
 KG0567'OF CEMETERY FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 KG0567'STAMPED MT HOPE NO 1 1950.
 KG0567'
 KG0567'REFERENCE MARK NO. 3 IS EAST-NORTHEAST OF THE STATION, 87
 KG0567'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 36, 46 FEET EAST OF
 KG0567'THE NORTHWEST CORNER OF THE CEMETERY FENCE, AND 1 FOOT NORTH
 KG0567'OF CEMETERY FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 KG0567'STAMPED MT HOPE NO 3 1950.
 KG0567'
 KG0567'AZIMUTH MARK IS 0.7 MILE WEST OF THE STATION, ABOUT 100 YARDS
 KG0567'WEST OF FARM BUILDINGS, 104 FEET NORTH OF THE CENTER OF U.S.
 KG0567'HIGHWAY 36, 3 FEET EAST OF THE 2ND TELEPHONE POLE WEST OF
 KG0567'FARMHOUSE, AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS 8
 KG0567'INCHES AND THE DISK IS STAMPED MT HOPE 1950 RESET 1957.
 KG0567'
 KG0567'TO REACH THE STATION FROM THE POST OFFICE IN MANKATO, GO SOUTH
 KG0567'ON THE MAIN STREET FOR 1 BLOCK TO U.S. HIGHWAY 36.  TURN
 KG0567'RIGHT AND GO WEST FOR 1.2 MILES ON U.S. HIGHWAY 36 TO THE
 KG0567'MT. HOPE CEMETERY ON THE LEFT AND THE STATION AS DESCRIBED.
 KG0567'
 KG0567'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 KG0567'U.S. HIGHWAY 36 FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT
 KG0567'AS DESCRIBED.
 KG0567
 KG0567                          STATION RECOVERY (1958)
 KG0567
 KG0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 KG0567'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH
 KG0567'MARK (MT HOPE 1950 RESET 1957) WERE RECOVERED AND FOUND IN
 KG0567'GOOD CONDITION.  A DISCREPANCY OF 0.04 FOOT SHORTER DISTANCE
 KG0567'WAS FOUND IN THE MEASUREMENT TO R.M. 1 AND A DIFFERENCE OF
 KG0567'1 MINUTE AND 45 SECONDS WERE FOUND IN THE DIRECTIONS.  THERE
 KG0567'WAS NO INFORMATION AVAILABLE FOR R.M. 3 AND THE AZIMUTH MARK
 KG0567'AND IT IS PRESUMED THAT A RECOVERY NOTE WAS FURNISHED WHEN
 KG0567'THEY WERE ESTABLISHED.  THE DIRECTIONS TO THE MANKATO
 KG0567'MUNICIPAL STANDPIPE DID NOT CHECK BY 6.1 SECONDS.  A DOUBLE
 KG0567'RUN WAS TAKEN ON THE STANDPIPE AND THE AZIMUTH MARK.  STATE
 KG0567'HIGHWAY 128, MENTIONED AS A REFERENCE POINT IN THE ORIGINAL
 KG0567'DESCRIPTION IS NOT NEAR THE STATION.
 KG0567'
 KG0567'THE TO-REACH THE STATION IS GOOD.
 KG0567
 KG0567                          STATION RECOVERY (1967)
 KG0567
 KG0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 KG0567'STATION LOCATION AND TO REACH ARE ADEQUATE.  A CHECK OF DISTANCE AND
 KG0567'DIRECTION TO MARKS WAS MADE, AND A DIFFERENCE WAS NOTED IN DIRECTION
 KG0567'TO BOTH REFERENCE MARKS NUMBER 1 AND 3.  OBSERVATIONS BY ANOTHER
 KG0567'OBSERVOR ON ANOTHER DAY AGREED WITH THE 1967 OBSERVATIONS.
 KG0567'
 KG0567'ALL MEASUREMENTS AS IN THE 1957 DESCRIPTION ARE ACCURATE.
 KG0567'
 KG0567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF
 KG0567'MANKATO.
 KG0567
 KG0567                          STATION RECOVERY (1969)
 KG0567
 KG0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0567'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 3, AND
 KG0567'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 KG0567'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 KG0567'ADEQUATE FOR RECOVERY.
 KG0567'
 KG0567'A METAL WITNESS POST WAS SET 3 FEET EAST OF THE STATION MARK.
 KG0567'
 KG0567'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KG0567'
 KG0567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4 MILES
 KG0567'WEST-SOUTHWEST OF MANKATO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1167 ***********************************************************************
 KE1167  DESIGNATION -  MT HOPE
 KE1167  PID         -  KE1167
 KE1167  STATE/COUNTY-  KS/WYANDOTTE
 KE1167  USGS QUAD   -  PARKVILLE (1991)
 KE1167
 KE1167                         *CURRENT SURVEY CONTROL
 KE1167  ___________________________________________________________________
 KE1167* NAD 83(1997)-  39 07 43.91729(N)    094 40 38.28138(W)     ADJUSTED  
 KE1167* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 KE1167  ___________________________________________________________________
 KE1167  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 KE1167  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE1167
 KE1167  HORZ ORDER  -  FIRST
 KE1167
 KE1167.The horizontal coordinates were established by classical geodetic methods
 KE1167.and adjusted by the National Geodetic Survey in October 1998..
 KE1167
 KE1167.The orthometric height was scaled from a topographic map.
 KE1167
 KE1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1167
 KE1167.The geoid height was determined by GEOID03.
 KE1167
 KE1167;                    North         East     Units Scale Factor Converg.
 KE1167;SPC KS N     -    93,583.111   687,234.466   MT  0.99995910   +2 06 08.4
 KE1167;SPC MO W     -   328,769.789   834,669.901   MT  0.99994407   -0 06 42.8
 KE1167;UTM  15      - 4,332,416.539   355,019.181   MT  0.99985882   -1 03 31.2
 KE1167
 KE1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1167!SPC KS N     -   0.99995660  x   0.99995910  =   0.99991570
 KE1167!SPC MO W     -   0.99995660  x   0.99994407  =   0.99990067
 KE1167!UTM  15      -   0.99995660  x   0.99985882  =   0.99981543
 KE1167
 KE1167:                Primary Azimuth Mark                     Grid Az
 KE1167:SPC KS N     -  MT HOPE AZ MK                            020 23 44.9
 KE1167:SPC MO W     -  MT HOPE AZ MK                            022 36 36.1
 KE1167:UTM  15      -  MT HOPE AZ MK                            023 33 24.5
 KE1167
 KE1167|---------------------------------------------------------------------|
 KE1167| PID    Reference Object                     Distance      Geod. Az  |
 KE1167|                                                           dddmmss.s |
 KE1167| CL7944 MT HOPE AZ MK                                      0222953.3 |
 KE1167| KE1169 KANSAS CITY PARK ST MUN TANK        APPROX. 2.7 KM 0310509.0 |
 KE1167| KE1168 KANSAS CITY PARALLEL AVE TANK       341.259 METERS 08951     |
 KE1167| KE1170 KANSAS CITY MATHER HALL TOWER       APPROX. 0.7 KM 1024113.6 |
 KE1167| CL7945 MT HOPE RM 1                         51.862 METERS 13320     |
 KE1167| CL7946 MT HOPE RM 2                         31.370 METERS 18723     |
 KE1167| KE1151 AMARILLO KANS CITY AWY BCN 46       APPROX.11.2 KM 2070823.9 |
 KE1167| KE1171 MT HOPE 2                            32.481 METERS 26951     |
 KE1167| CL7947 MT HOPE RM 3                                       34854     |
 KE1167|---------------------------------------------------------------------|
 KE1167
 KE1167                          SUPERSEDED SURVEY CONTROL
 KE1167
 KE1167  NAD 83(1986)-  39 07 43.92576(N)    094 40 38.27738(W) AD(       ) 1
 KE1167  NAD 83(1986)-  39 07 43.92458(N)    094 40 38.27658(W) AD(       ) 1
 KE1167  NAD 27      -  39 07 43.90965(N)    094 40 37.42465(W) AD(       ) 1
 KE1167
 KE1167.Superseded values are not recommended for survey control.
 KE1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1167.See file dsdata.txt to determine how the superseded data were derived.
 KE1167
 KE1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5501932417(NAD 83)
 KE1167_MARKER: DS = TRIANGULATION STATION DISK
 KE1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1167
 KE1167  HISTORY     - Date     Condition        Report By
 KE1167  HISTORY     - 1934     MONUMENTED       CGS
 KE1167  HISTORY     - 1950     GOOD             CGS
 KE1167  HISTORY     - 1960     GOOD             CGS
 KE1167  HISTORY     - 1960     GOOD             CGS
 KE1167  HISTORY     - 1966     GOOD             CGS
 KE1167
 KE1167                          STATION DESCRIPTION
 KE1167
 KE1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1167'THIS STATION IS ABOUT 1/2 MILE W OF THE W CITY LIMITS OF
 KE1167'KANSAS CITY, KANSAS, 0.2 MILE W OF THE LARGE SILVER TANK
 KE1167'AT THE W EDGE OF QUINDARO CEMETERY, IN THE W EDGE OF A SMALL
 KE1167'PASTURE AND ORCHARD OWNED BY MR. AUSTIN KELLEY, AND IS IN THE
 KE1167'SW 1/4 SECTION 31, T 10 S, R 25 E.
 KE1167'
 KE1167'THE STATION MARK IS 147 FEET N OF THE CENTER LINE OF PARALLEL
 KE1167'AVENUE (U.S. HIGHWAY 73), 34 FEET SE OF THE SE CORNER OF
 KE1167'HOUSE NUMBER 3902 AND IS SET FLUSH.
 KE1167'
 KE1167'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTHS MARKS ARE STANDARD
 KE1167'BRONZE DISKS SET IN CONCRETE.
 KE1167'
 KE1167'REFERENCE MARK NO. 1 IS SE OF THE STATION, 1/2 FOOT N OF THE N
 KE1167'RIGHT-OF-WAY FENCE OF PARALLEL AVENUE, ON THE HIGHEST POINT
 KE1167'OF THE HILL ON WHICH THE STATION IS LOCATED, 137.81 FEET E OF
 KE1167'REFERENCE MARK NO. 2 AND IS SET FLUSH.
 KE1167'
 KE1167'REFERENCE MARK NO. 2 IS S OF THE STATION, 1/2 FOOT E OF
 KE1167'THE W PASTURE FENCE, 44 FEET N OF THE CENTER LINE OF PARALLEL
 KE1167'AVENUE AND IS SET FLUSH.
 KE1167'
 KE1167'THE AZIMUTH MARK IS NNE OF THE STATION, ON THE TOP OF A HILL,
 KE1167'ON THE W SIDE OF THIRTY-SEVENTH STREET (STATE HIGHWAY 5),
 KE1167'ON RANGE WITH THE W SIDE OF HOUSE NUMBER 2714, 3 FEET S OF A POWER
 KE1167'LINE POLE, AND IS SET FLUSH.
 KE1167'
 KE1167'ALL LIGHTS COME INTO VIEW AT 50 FEET.
 KE1167
 KE1167                          STATION RECOVERY (1950)
 KE1167
 KE1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KE1167'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 KE1167'AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 KE1167'NO. 1 HAD BEEN DESTROYED AND A NEW REFERENCE MARK NO. 3
 KE1167'WAS ESTABLISHED.  THERE ARE SEVERAL NEW RESIDENCES IN THIS AREA
 KE1167'SINCE THE STATION WAS ESTABLISHED.  A COMPLETE NEW DESCRIPTION
 KE1167'FOLLOWS.
 KE1167'
 KE1167'STATION IS LOCATED IN THE WEST PART OF KANSAS CITY, KANSAS
 KE1167'ABOUT 2 BLOCKS WEST OF A LARGE SILVER TANK AND A CEMETERY
 KE1167'ON PROPERTY OWNED AND OCCUPIED BY J. PAVLIC WHOSE RESIDENCE
 KE1167'IS 3822 PARALLEL AVENUE.  IT IS 147 FEET NORTH OF THE CENTER
 KE1167'OF PARALLEL AVENUE, 54 FEET WEST-SOUTHWEST OF THE NORTHWEST
 KE1167'CORNER OF MR. PAVLICS BRICK HOUSE, 34 FEET SOUTHEAST OF THE
 KE1167'SOUTHEAST CORNER OF THE FRAME HOUSE AT 3902 PARALLEL AVENUE
 KE1167'AND 12 FEET EAST OF A BOARD FENCE.  IT IS STAMPED MT. HOPE
 KE1167'1934 AND PROJECTS 4 INCHES.  SURFACE AND UNDERGROUND MARKS ARE
 KE1167'DESCRIBED.
 KE1167'
 KE1167'REFERENCE MARK NO. 2 IS 102.92 FEET (43.700 METERS) SOUTH
 KE1167'OF THE STATION, 45 FEET NORTH OF THE CENTER OF PARALLEL
 KE1167'AVENUE, 15 FEET NORTH OF BOARD FENCE CORNER AND GATE AND
 KE1167'1 FOOT EAST OF BOARD FENCE.  IT IS STAMPED MT HOPE NO 2 1934
 KE1167'AND IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 KE1167'
 KE1167'REFERENCE MARK NO. 3 IS 59.59 FEET (18.163 METERS)
 KE1167'NORTH-NORTHWEST OF THE STATION, 9 FEET EAST OF THE NORTHEAST
 KE1167'CORNER OF HOUSE AT 3902 PARALLEL AVENUE AND ON LINE WITH THE
 KE1167'NORTH SIDE OF HOUSE AND 1 FOOT EAST OF BOARD FENCE.  IT
 KE1167'IS STAMPED MT HOPE NO 3 1950 AND IS FLUSH WITH THE GROUND.
 KE1167'
 KE1167'AZIMUTH MARK IS 0.5 MILE NORTH-NORTHEAST OF THE STATION,
 KE1167'36 FEET EAST OF THE SOUTHEAST CORNER OF CONCRETE PORCH AT
 KE1167'2714 N. 37TH STREET AND ON LINE WITH THE SOUTH SIDE OF THE
 KE1167'HOUSE, 21 FEET WEST OF THE CENTER OF 37TH STREET, 10 FEET NORTH
 KE1167'OF THE CENTER OF DRIVEWAY AND 2 FEET SOUTH OF POWER POLE.
 KE1167'IT IS STAMPED MT HOPE AZIMUTH 1934 AND IS FLUSH WITH THE
 KE1167'SURFACE OF THE GROUND.
 KE1167'
 KE1167'*NOTE- DUE TO SHRUBBERY NEAR THE STATION THE AZIMUTH MARK WAS
 KE1167'NOT USED AS THE INITIAL.
 KE1167
 KE1167                          STATION RECOVERY (1960)
 KE1167
 KE1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 KE1167'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION, THE
 KE1167'STATION MARK IS ON THE EAST SIDE OF AN ALLEY ROAD AND ABOUT 18
 KE1167'PACES WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK
 KE1167'HOUSE.  REFERENCE MARK NO. 2 WAS ALSO RECOVERED AND FOUND
 KE1167'IN GOOD CONDITION.  THE NUMBER ON THE BRICK HOUSE HAS BEEN
 KE1167'CHANGED TO 4032.  AFTER IT WAS LEARNED THE STATION WAS NOT
 KE1167'PRACTICAL FOR A GEODIMETER BASE LINE STATION, PROPERTY OWNER
 KE1167'WAS NOT CONTACTED.  THE AZIMUTH MARK WAS RECOVERED, IT IS
 KE1167'ON THE WEST SIDE OF 38TH STREET AND ON THE NORTH SIDE OF
 KE1167'DRIVE WAY TO HOUSE NO. 2712 N 38TH.  NOTE- THE STREET NUMBERS
 KE1167'IN THIS AREA HAVE BEEN CHANGED SINCE THE 1950 DESCRIPTION
 KE1167'HAS BEEN WRITTEN.  (37TH STREET IS NOW 38TH STREET).
 KE1167'
 KE1167'THE 1950 DESCRIPTION IS ADEQUATE TO REACH THE STATION.
 KE1167
 KE1167                          STATION RECOVERY (1960)
 KE1167
 KE1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 KE1167'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1167'IN GOOD CONDITION.  THE AZIMUTH MARK PROJECTED 14 INCHES
 KE1167'ALONG THE NORTHEDGE OF A DRIVEWAY TO MR. H.F. TURRANTINE
 KE1167'RESIDENCE AT 2712 NORTH 38TH STREET AND HE REQUESTED THAT
 KE1167'THE AZIMUTH MARK BE REMOVED OR LOWERED.  THE AZIMUTH MARK WAS
 KE1167'LOWERED IN PLACE.
 KE1167'
 KE1167'AZIMUTH MARK IS LOCATED 0.5 MILE NORTH OF THE KANSAS CITY,
 KE1167'PARALLEL AVENUE, WATER TANK, 44 FEET EAST OF THE SOUTHEAST
 KE1167'CORNER OF MR. H.F. TURRENTINES HOUSE AT 2712 NORTH 38TH
 KE1167'STREET, 36 FEET EAST OF THE SOUTHEAST CORNER OF CONCRETE
 KE1167'PORCH FOR SAME HOUSE, 21 FEET WEST OF THE CENTER OF 38TH
 KE1167'STREET, 5 FEET NORTH OF THE CENTER OF DRIVEWAY, 4.5 FEET
 KE1167'SOUTH-SOUTHWEST OF POWER POLE, 4 FEET SOUTHEAST OF A GAS METER,
 KE1167'AND 1 FOOT NORTH OF THE NORTH EDGE OF DRIVEWAY.  THE MARK IS
 KE1167'FLUSH WITH THE SURFACE OF THE HARD SURFACED DRIVEWAY AND THE DISK
 KE1167'IS STAMPED MT HOPE AZIMUTH 1934.
 KE1167'
 KE1167'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR
 KE1167'TWO BLOCKS TO THE KANSAS CITY, PARALLEL AVENUE, MUNICIPAL
 KE1167'WATER TANK IN THE NORTHEAST ANGLE OF PARALLEL AVENUE AND
 KE1167'38TH STREET.  TURN LEFT AND GO NORTH FOR 0.5 MILE ON 38TH
 KE1167'STREET TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KE1167
 KE1167                          STATION RECOVERY (1966)
 KE1167
 KE1167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KE1167'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3,
 KE1167'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KE1167'
 KE1167'DUE TO CONSTRUCTION FOR INTERSTATE HIGHWAY 635 THE STATION
 KE1167'MARK AND THE REFERENCE MARKS HAD TO BE RESET.  THESE MARKS
 KE1167'WERE DESTROYED.
 KE1167'
 KE1167'THE AZIMUTH MARK WAS NOT VISIBLE AT THE STATION AND WAS LEFT
 KE1167'INPLACE.
 KE1167'
 KE1167'MT. HOPE 2 WAS ESTABLISHED.
 KE1167'
 KE1167'THE AZIMUTH MARK IS AT THE NORTH EDGE OF THE DRIVEWAY LEADING
 KE1167'TO HOUSE AT 2712 NORTH 38TH STREET, 20 FEET WEST OF THE CENTER
 KE1167'OF 28TH STREET, 4.5 FEET NORTH OF THE CENTER OF THE DRIVEWAY,
 KE1167'AND 4.5 FEET SOUTHEAST OF A GAS METER.  IT IS A STANDARD
 KE1167'REFERENCE MARK DISK STAMPED MT HOPE AZIMUTH 1934, IS SET IN THE
 KE1167'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 KE1167'OF THE GROUND.
 KE1167'
 KE1167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT KANSAS CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1171 ***********************************************************************
 KE1171  DESIGNATION -  MT HOPE 2
 KE1171  PID         -  KE1171
 KE1171  STATE/COUNTY-  KS/WYANDOTTE
 KE1171  USGS QUAD   -  PARKVILLE (1991)
 KE1171
 KE1171                         *CURRENT SURVEY CONTROL
 KE1171  ___________________________________________________________________
 KE1171* NAD 83(1997)-  39 07 43.91459(N)    094 40 39.63366(W)     ADJUSTED  
 KE1171* NAVD 88     -       308.2    (meters)    1011.     (feet)  VERTCON   
 KE1171  ___________________________________________________________________
 KE1171  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 KE1171  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE1171
 KE1171  HORZ ORDER  -  SECOND
 KE1171
 KE1171.The horizontal coordinates were established by classical geodetic methods
 KE1171.and adjusted by the National Geodetic Survey in October 1998..
 KE1171
 KE1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1171
 KE1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1171
 KE1171.The geoid height was determined by GEOID03.
 KE1171
 KE1171;                    North         East     Units Scale Factor Converg.
 KE1171;SPC KS N     -    93,581.836   687,202.011   MT  0.99995910   +2 06 07.5
 KE1171;SPC MO W     -   328,769.769   834,637.422   MT  0.99994408   -0 06 43.7
 KE1171;UTM  15      - 4,332,417.055   354,986.709   MT  0.99985893   -1 03 32.1
 KE1171
 KE1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1171!SPC KS N     -   0.99995674  x   0.99995910  =   0.99991584
 KE1171!SPC MO W     -   0.99995674  x   0.99994408  =   0.99990082
 KE1171!UTM  15      -   0.99995674  x   0.99985893  =   0.99981568
 KE1171
 KE1171:                Primary Azimuth Mark                     Grid Az
 KE1171:SPC KS N     -  MT HOPE 2 AZ MK                          014 20 55.1
 KE1171:SPC MO W     -  MT HOPE 2 AZ MK                          016 33 46.3
 KE1171:UTM  15      -  MT HOPE 2 AZ MK                          017 30 34.7
 KE1171
 KE1171|---------------------------------------------------------------------|
 KE1171| PID    Reference Object                     Distance      Geod. Az  |
 KE1171|                                                           dddmmss.s |
 KE1171| CL7948 MT HOPE 2 AZ MK                                    0162702.6 |
 KE1171| CL7951 MT HOPE 2 RM 7                                     0220045.7 |
 KE1171| KE1169 KANSAS CITY PARK ST MUN TANK        APPROX. 2.7 KM 0314041.2 |
 KE1171| KE1176 MT HOPE 2 RM 6                        5.482 METERS 08751     |
 KE1171| KE1167 MT HOPE                              32.481 METERS 08951     |
 KE1171| KE1168 KANSAS CITY PARALLEL AVE TANK       373.739 METERS 08951     |
 KE1171| KE1170 KANSAS CITY MATHER HALL TOWER       APPROX. 0.8 KM 1020913.8 |
 KE1171| KE1159 KANSAS CITY TOWER PLAZA TANK        APPROX. 1.4 KM 1583523.3 |
 KE1171| CL7949 MT HOPE 2 RM 4                       13.746 METERS 18634     |
 KE1171| CL7950 MT HOPE 2 RM 5                       15.319 METERS 35710     |
 KE1171|---------------------------------------------------------------------|
 KE1171
 KE1171                          SUPERSEDED SURVEY CONTROL
 KE1171
 KE1171  NAD 83(1986)-  39 07 43.92310(N)    094 40 39.62982(W) AD(       ) 2
 KE1171  NAD 83(1986)-  39 07 43.92175(N)    094 40 39.62810(W) AD(       ) 2
 KE1171  NAD 27      -  39 07 43.90686(N)    094 40 38.77599(W) AD(       ) 2
 KE1171  NGVD 29 (07/19/86)  308.1    (m)         1011.     (f) VERT ANG       
 KE1171
 KE1171.Superseded values are not recommended for survey control.
 KE1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1171.See file dsdata.txt to determine how the superseded data were derived.
 KE1171
 KE1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5498732417(NAD 83)
 KE1171_MARKER: DS = TRIANGULATION STATION DISK
 KE1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1171_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1171+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2005
 KE1171
 KE1171  HISTORY     - Date     Condition        Report By
 KE1171  HISTORY     - 1966     MONUMENTED       CGS
 KE1171  HISTORY     - 1967     GOOD             CGS
 KE1171  HISTORY     - 1969     GOOD             CGS
 KE1171  HISTORY     - 1972     GOOD             NGS
 KE1171  HISTORY     - 1974     GOOD             NGS
 KE1171  HISTORY     - 20020808 GOOD             INDIV
 KE1171  HISTORY     - 20050424 GOOD             GEOCAC
 KE1171
 KE1171                          STATION DESCRIPTION
 KE1171
 KE1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KE1171'THE STATION IS LOCATED IN THE WEST PART OF KANSAS CITY,
 KE1171'0.2 MILE WEST OF THE KANSAS CITY, PARALLEL AVENUE MUNICIPAL
 KE1171'WATER TANK AND A CEMETERY, ON THE EXTREME WEST RIGHT-OF-WAY
 KE1171'OF INTERSTATE 635, AND JUST EAST OF HOUSE AT 4100 PARALLEL
 KE1171'AVENUE.
 KE1171'
 KE1171'STATION MARKS ARE STANDARD DISKS STAMPED MT. HOPE 2 1966.
 KE1171'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 KE1171'WHICH PROJECTS 4 INCHES.  IT IS 148 FEET NORTH OF THE CENTER
 KE1171'OF PARALLEL AVENUE, 37.5 FEET EAST-NORTHEAST OF THE NORTHEAST
 KE1171'CORNER OF THE HOUSE AT 4100 PARALLEL AVENUE, 5.5 FEET EAST OF THE
 KE1171'WEST EDGE OF THE HIGHWAY RIGHT-OF-WAY, 1.5 FEET SOUTH OF
 KE1171'A METAL WITNESS POST, AND 1.5 FEET NORTH OF A METAL WITNESS
 KE1171'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 KE1171'CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 KE1171'
 KE1171'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MT. HOPE 2
 KE1171'NO. 4 1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 KE1171'WHICH PROJECTS 6 INCHES.  IT IS 103 FEET NORTH OF THE CENTER OF
 KE1171'PARALLEL AVENUE, 33.5 FEET EAST-NORTHEAST OF THE SOUTHEAST
 KE1171'CORNER OF THE MAIN PART OF THE HOUSE AT 4100 PARALLEL, 1 FOOT
 KE1171'EAST OF THE RIGHT-OF-WAY FENCE, AND 1 FOOT NORTH OF A METAL
 KE1171'WITNESS POST.
 KE1171'
 KE1171'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED MT. HOPE 2 NO. 5 1966,
 KE1171'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 KE1171'WITH THE SURFACE OF THE GROUND.  IT IS 26 FEET NORTHEAST
 KE1171'OF THE NORTHEAST CORNER OF A GARAGE, 1.5 FEET EAST OF THE
 KE1171'RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 KE1171'
 KE1171'AT THE PRESENT TIME THERE WAS NO SUITABLE PLACE TO SET AN
 KE1171'AZIMUTH MARK.  A NEW AZIMUTH MARK CAN BE SET AT A LATER
 KE1171'DATE WHEN LOCAL TREES IN THE AREA ARE CLEARED.
 KE1171
 KE1171                          STATION RECOVERY (1967)
 KE1171
 KE1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KE1171'THE STATION MARK, REFERENCE MARK NO. 4, AND REFERENCE MARK NO. 5
 KE1171'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 KE1171'RIGHT-OF-WAY FOR INTERSTATE HIGHWAY 635 WAS CLEARED SO AN AZIMUTH
 KE1171'MARK WAS ESTABLISHED.
 KE1171'
 KE1171'THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KE1171'
 KE1171'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK
 KE1171'
 KE1171'AZIMUTH MARK, A STANDARD DISK STAMPED MT. HOPE 2 1966, IS
 KE1171'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 KE1171'INCHES.  IT IS 0.05 MILE NORTH OF THE INTERSECTION OF 40TH
 KE1171'AND MONTANDON STREETS, 3 FEET SOUTHWEST OF A CORNER POST
 KE1171'AT JOG IN RIGHT-OF-WAY FENCE, 3 FEET SOUTHEAST OF A METAL
 KE1171'WITNESS POST, AND IS BETWEEN TWO RESTRICTED ACCESS SIGNS.
 KE1171'
 KE1171'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON INTERSTATE
 KE1171'HIGHWAY 635 FOR 0.4 MILE TO A RIGHT ANGLE TURN IN THE
 KE1171'RIGHT-OF-WAY FENCE AND THE MARK ON THE RIGHT.
 KE1171'
 KE1171'NOTE- THE 1934 AZIMUTH MARK WAS NOT VISIBLE AT THE STATION
 KE1171'AND THIS MARK WAS DESTROYED.
 KE1171'
 KE1171'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT KANSAS CITY
 KE1171
 KE1171                          STATION RECOVERY (1969)
 KE1171
 KE1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KE1171'STATION MARK, REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5,
 KE1171'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 KE1171'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS OBSTRUCTED BY
 KE1171'TREE LIMBS AND A SMALL AMOUNT OF CLEARING IS REQUIRED TO MAKE THE
 KE1171'MARK VISIBLE FROM THE STATION.  THE DIRECTION TO REFERENCE
 KE1171'MARK NO. 4 FAILED TO CHECK BY 5 MINUTES 32 SECONDS AND THE
 KE1171'DISTANCE FAILED TO CHECK BY -0.10 FEET.  THE DIRECTION TO
 KE1171'REFERENCE MARK NO. 5 FAILED TO CHECK BY 1 MINUTE 46 SECONDS
 KE1171'AND THE DISTANCE FAILED TO CHECK BY PLUS 0.04 FEET.
 KE1171'
 KE1171'THE STATION WAS OCCUPIED TO CHECK THE ANGLE TO THE KANSAS CITY
 KE1171'PARALLEL AVENUE MUN. WATER TANK, 1934 AND THE ANGLE BETWEEN
 KE1171'THE TANKS SHOWN IN THE BOX SCORE WAS VERIFIED.
 KE1171'
 KE1171'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT KANSAS
 KE1171'CITY, KANSAS
 KE1171
 KE1171                          STATION RECOVERY (1972)
 KE1171
 KE1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1171'THE STATION MARK, REFERENCE MARKS 4, 5 AND THE AZIMUTH MARK WERE
 KE1171'RECOVERED.  THE DIRECTIONS TO REFERENCE MARKS 4 AND 5 CHECKED THE
 KE1171'1969 DATA.  THE DISTANCE TO REFERENCE MARK 5 CHECKED THE 1969 DATA,
 KE1171'HOWEVER A DIFFERENCE OF 0.04 FEET OR 0.016 METERS LONGER WAS NOTED IN
 KE1171'THE DISTANCE TO REFERENCE MARK 4.  THE AZIMUTH MARK IS STILL
 KE1171'OBSTRUCTED AS REPORTED IN 1969.  REFERENCE MARKS 6 AND 7 WERE
 KE1171'ESTABLISHED.  DUE TO THE STATIONS PROXIMITY TO A FENCE REFERENCE
 KE1171'MARK 6 WAS OCCUPIED AND REFERENCE MARK 7 SERVES AS AN AZIMUTH MARK
 KE1171'FOR REFERENCE MARK 6.  FOLLOWING IS A NEW DESCRIPTION.
 KE1171'
 KE1171'THE STATION IS IN THE NORTHWEST PART OF KANSAS CITY, IN THE NORTHWEST
 KE1171'ANGLE OF PARALLE AVENUE AND INTERSTATE HIGHWAY 635.
 KE1171'
 KE1171'TO REACH THE STATION FROM THE JUNCTION OF 18TH STREET AND PARALLEL
 KE1171'AVENUE IN KANSAS CITY, GO WEST ON PARALLEL AVENUE FOR 1.5 MILES TO
 KE1171'THE WEST END OF A BRIDGE OVER INTERSTATE HIGHWAY 635 AND THE STATION
 KE1171'ON THE RIGHT.
 KE1171'
 KE1171'STATION MARK IS A STANDARD DISK, STAMPED MT HOPE 2 1966, SET IN THE
 KE1171'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 KE1171'INCHES ABOVE THE GROUND.  IT IS 69.0 FEET WEST OF THE CENTER OF THE
 KE1171'EXIT RAMP FOR INTERSTATE HIGHWAY 635, 4.4 FEET EAST OF A FENCE,
 KE1171'1.6 FEET NORTH OF A WITNESS POST AND 1.4 FEET SOUTH OF A WITNESS
 KE1171'POST.
 KE1171'
 KE1171'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED MT HOPE 2 NO 4 1966,
 KE1171'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 KE1171'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 64.0 FEET WEST OF THE
 KE1171'CENTER OF THE EXIT RAMP FOR INTERSTATE HIGHWAY 635, 2.0 FEET NORTH
 KE1171'OF A WITNESS POST AND IS SET IN A FENCE LINE.  IT IS ABOUT 2 FEET
 KE1171'LOWER THAN THE STATION.
 KE1171'
 KE1171'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED MT HOPE 2 NO 5 1966, SET
 KE1171'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH
 KE1171'WITH THE GROUND.  IT IS 81.0 FEET WEST OF THE CENTER OF THE EXIT
 KE1171'RAMP FOR INTERSTATE HIGHWAY 635, 1.0 FOOT EAST OF A FENCE, 0.8 FOOT
 KE1171'SOUTH OF A WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE
 KE1171'STATION.
 KE1171'
 KE1171'REFERENCE MARKS 6 ARE STANDARD DISKS, STAMPED MT HOPE 2 1966 NO 6
 KE1171'1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KE1171'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 51.0 FEET
 KE1171'WEST OF THE CENTER OF THE EXIT RAMP FOR INTERSTATE HIGHWAY 635,
 KE1171'22.2 FEET EAST OF A FENCE AND 18.0 FEET EAST OF THE NORTH ONE OF
 KE1171'TWO WITNESS POST AT MT HOPE 2 1966.  THE UNDERGROUND MARK IS
 KE1171'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 KE1171'SURFACE.
 KE1171'
 KE1171'REFERENCE MARK 7 IS A STANDARD DISK, STAMPED MT HOPE 2 1966 NO 7
 KE1171'1972, CEMENTED IN A DRILL HOLE IN THE EAST CURB OF INTERSTATE
 KE1171'HIGHWAY 635 AT THE SOUTHEAST CORNER OF A STORM DRAIN INLET.  IT IS
 KE1171'34.0 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF INTERSTATE
 KE1171'HIGHWAY 635, 4.0 FEET WEST OF A WITNESS POST AND 3.0 FEET WEST
 KE1171'OF THE EAST GUARD RAIL.
 KE1171'
 KE1171'AZIMUTH MARK IS A STANDARD DISK, STAMPED MT HOPE 2 1966, SET IN THE
 KE1171'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1 INCH
 KE1171'ABOVE THE GROUND.  IT IS 110.0 FEET EAST OF THE CENTER OF THE NORTH
 KE1171'BOUND LANE OF INTERSTATE HIGHWAY 635, 3.0 FEET SOUTHEAST OF A
 KE1171'WITNESS POST, 2.6 FEET SOUTH OF A WITNESS POST AND 2.2 FEET WEST OF
 KE1171'A FENCE.
 KE1171'
 KE1171'TO REACH REFERENCE MARK 7 FROM THE STATION, GO EAST ON PARALLEL
 KE1171'AVENUE FOR 0.05 MILE TO THE EAST END OF THE BRIDGE OVER INTERSTATE
 KE1171'HIGHWAY 635.  TURN LEFT AND GO NORTH ON RAMP FOR INTERSTATE HIGHWAY
 KE1171'635 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 KE1171'
 KE1171'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PARALLEL
 KE1171'AVENUE FOR 0.05 MILE TO THE EAST OF THE BRIDGE OVER INTERSTATE
 KE1171'HIGHWAY 635.  TURN LEFT AND GO NORTH ON INTERSTATE HIGHWAY 635 FOR
 KE1171'0.4 MILE TO THE MARK ON THE RIGHT.
 KE1171'
 KE1171'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KANSAS CITY,
 KE1171'KANSAS.
 KE1171'
 KE1171'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KE1171
 KE1171                          STATION RECOVERY (1974)
 KE1171
 KE1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 KE1171'THE STATION MARK, REFERENCE MARKS 4, 5, 6 AND THE AZIMUTH MARK WERE
 KE1171'RECOVERED AND FOUND TO BE IN CONDITION.  REFERENCE MARK 4, 5 AND THE
 KE1171'AZIMUTH MARK ARE OBSTRUCTED BY TREES, BRUSH AND SHRUBS.  REFERENCE
 KE1171'MARK 6 WAS OCCUPIED AT THIS TIME.
 KE1171'
 KE1171'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KANSAS CITY.
 KE1171'
 KE1171'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KE1171
 KE1171                          STATION RECOVERY (2002)
 KE1171
 KE1171'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 KE1171'THE STATION, RM'S 4 AND 7 WERE RECOVERED AS DESCRIBED IN GOOD
 KE1171'CONDITION. RM'S 5 AND 6 WERE NOT SEARCHED FOR.  THE AZIMUTH MARK WAS
 KE1171'SEARCHED FOR BUT NOT FOUND.  THE STATION IS OBSTRUCTED BY TREES AND
 KE1171'BRUSH AND IS NOT SUITABLE FOR GPS OBSERVATION.
 KE1171
 KE1171                          STATION RECOVERY (2005)
 KE1171
 KE1171'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1171'THE STATION IS IN THE NORTHWEST PART OF KANSAS CITY, IN THE NORTHWEST
 KE1171'ANGLE OF PARALLEL AVENUE AND INTERSTATE HIGHWAY 635.
 KE1171' 
 KE1171'AT THE TIME OF STATION RECOVERY THE PARALLEL AVE INTERCHAGE WITH I-635
 KE1171'IS UNDER RECONSTRUCTION.  THE OVERPASS, EXIT RAMPS AND ROAD SURFACE
 KE1171'HAVE BEEN REMOVED FOR RECONSTRUCTION.
 KE1171' 
 KE1171'STATION MARK IS A STANDARD DISK, STAMPED MT HOPE 2 1966, SET IN THE
 KE1171'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3 INCHES
 KE1171'ABOVE THE GROUND. IT IS 4.4 FEET EAST OF A FENCE, 1.6 FEET NORTH OF A
 KE1171'WITNESS POST AND 1.4 FEET SOUTH OF A WITNESS POST.
 KE1171' 
 KE1171'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED MT HOPE 2 NO 4 1966, SET
 KE1171'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 6
 KE1171'INCHES ABOVE THE GROUND. IT IS 2.0 FEET NORTH OF A WITNESS POST AND IS
 KE1171'SET IN A FENCE LINE. IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 KE1171' 
 KE1171'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED MT HOPE 2 NO 5 1966, SET
 KE1171'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS 1 INCH
 KE1171'BELOW THE GROUND. IT IS 1.0 FOOT EAST OF A FENCE, AND ABOUT 1 FOOT
 KE1171'LOWER THAN THE STATION.  THE WITNESS POST HAS BEEN REMOVED.
 KE1171' 
 KE1171'REFERENCE MARKS 6 ARE STANDARD DISKS, STAMPED MT HOPE 2 1966 NO 6
 KE1171'1972. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KE1171'CONCRETE MONUMENT, THAT IS 2 INCHES BELOW THE GROUND. IT IS 22.2 FEET
 KE1171'EAST OF A FENCE AND 18.0 FEET EAST OF THE NORTH ONE OF TWO WITNESS
 KE1171'POST AT MT HOPE 2 1966. THE UNDERGROUND MARK WAS NOT INSPECTED.
 KE1171' 
 KE1171'REFERENCE MARK 7 IS PRESUMED DESTROYED DUE TO THE RECONSTRUCTION OF
 KE1171'THE INTERCHANGE.
 KE1171' 
 KE1171'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE ROW FENCE HAS
 KE1171'BEEN REMOVED AS PART OF THE INTERCHAGE RECONSTRUCTION.  A LARGE PILE
 KE1171'OF DEBRIS WAS PRESENT AT THE APPROXIMATE LOCATION OF THE AZIMUTH MARK.
 KE1171' 
 KE1171' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1176 ***********************************************************************
 KE1176  DESIGNATION -  MT HOPE 2 RM 6
 KE1176  PID         -  KE1176
 KE1176  STATE/COUNTY-  KS/WYANDOTTE
 KE1176  USGS QUAD   -  PARKVILLE (1991)
 KE1176
 KE1176                         *CURRENT SURVEY CONTROL
 KE1176  ___________________________________________________________________
 KE1176* NAD 83(1997)-  39 07 43.92127(N)    094 40 39.40560(W)     ADJUSTED  
 KE1176* NAVD 88     -       307.9    (meters)    1010.     (feet)  VERTCON   
 KE1176  ___________________________________________________________________
 KE1176  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 KE1176  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE1176
 KE1176  HORZ ORDER  -  FIRST
 KE1176
 KE1176.The horizontal coordinates were established by classical geodetic methods
 KE1176.and adjusted by the National Geodetic Survey in October 1998..
 KE1176
 KE1176.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1176
 KE1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1176
 KE1176.The geoid height was determined by GEOID03.
 KE1176
 KE1176;                    North         East     Units Scale Factor Converg.
 KE1176;SPC KS N     -    93,582.243   687,207.478   MT  0.99995910   +2 06 07.6
 KE1176;SPC MO W     -   328,769.964   834,642.900   MT  0.99994408   -0 06 43.5
 KE1176;UTM  15      - 4,332,417.160   354,992.189   MT  0.99985891   -1 03 31.9
 KE1176
 KE1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1176!SPC KS N     -   0.99995679  x   0.99995910  =   0.99991589
 KE1176!SPC MO W     -   0.99995679  x   0.99994408  =   0.99990087
 KE1176!UTM  15      -   0.99995679  x   0.99985891  =   0.99981570
 KE1176
 KE1176:                Primary Azimuth Mark                     Grid Az
 KE1176:SPC KS N     -  MT HOPE 2 AZ MK                          013 50 03.1
 KE1176:SPC MO W     -  MT HOPE 2 AZ MK                          016 02 54.2
 KE1176:UTM  15      -  MT HOPE 2 AZ MK                          016 59 42.6
 KE1176
 KE1176|---------------------------------------------------------------------|
 KE1176| PID    Reference Object                     Distance      Geod. Az  |
 KE1176|                                                           dddmmss.s |
 KE1176| CL7948 MT HOPE 2 AZ MK                                    0155610.7 |
 KE1176| CL7951 MT HOPE 2 RM 7                                     0210346.2 |
 KE1176| KE1169 KANSAS CITY PARK ST MUN TANK        APPROX. 2.7 KM 0313451.3 |
 KE1176| KE1168 KANSAS CITY PARALLEL AVE TANK       368.261 METERS 08953     |
 KE1176| KE1489 AIRPORT BCN KANSAS CITY APT         APPROX. 6.9 KM 0943023.1 |
 KE1176| KE1160 KANSAS CITY RAD STA KCKN MAST       APPROX. 1.7 KM 1850122.4 |
 KE1176| CL7949 MT HOPE 2 RM 4                       15.547 METERS 20654     |
 KE1176| KE1171 MT HOPE 2                             5.482 METERS 26751     |
 KE1176| CL7950 MT HOPE 2 RM 5                       16.326 METERS 33732     |
 KE1176| KE1428 AIRPORT BCN MID CONTINENT APT       APPROX.18.1 KM 3554237.5 |
 KE1176|---------------------------------------------------------------------|
 KE1176
 KE1176                          SUPERSEDED SURVEY CONTROL
 KE1176
 KE1176  NAD 83(1986)-  39 07 43.92979(N)    094 40 39.40175(W) AD(       ) 1
 KE1176  NAD 83(1986)-  39 07 43.92842(N)    094 40 39.40038(W) AD(       ) 1
 KE1176  NAD 27      -  39 07 43.91362(N)    094 40 38.54863(W) AD(       ) 1
 KE1176  NGVD 29 (07/19/86)  307.8    (m)         1010.     (f) VERT ANG       
 KE1176
 KE1176.Superseded values are not recommended for survey control.
 KE1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1176.See file dsdata.txt to determine how the superseded data were derived.
 KE1176
 KE1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5499232417(NAD 83)
 KE1176_MARKER: DS = TRIANGULATION STATION DISK
 KE1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1176+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2005
 KE1176
 KE1176  HISTORY     - Date     Condition        Report By
 KE1176  HISTORY     - 1972     MONUMENTED       NGS
 KE1176  HISTORY     - 1974     GOOD             NGS
 KE1176  HISTORY     - 19870318 GOOD             LOCSUR
 KE1176  HISTORY     - 20050424 GOOD             GEOCAC
 KE1176
 KE1176                          STATION DESCRIPTION
 KE1176
 KE1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1176'THE STATION IS IN THE NORTHWEST PART OF KANSAS CITY, IN THE
 KE1176'NORTHWEST ANGLE OF PARALLEL AVENUE AND INTERSTATE HIGHWAY 635.
 KE1176'
 KE1176'TO REACH THE STATION FROM THE JUNCTION OF 18TH STREET AND PARALLEL
 KE1176'AVENUE, GO WEST ON PARALLEL AVENUE FOR 1.5 MILES TO THE WEST END OF
 KE1176'A BRIDGE OVER INTERSTATE HIGHWAY 635 AND THE STATION ON THE RIGHT.
 KE1176'
 KE1176'TO REACH REFERENCE MARK 7 FROM THE STATION, GO EAST ON PARALLEL
 KE1176'AVENUE FOR 0.05 MILE TO THE EAST END OF THE BRIDGE OVER INTERSTATE
 KE1176'HIGHWAY 635.  TURN LEFT AND GO NORTH ON THE ON RAMP FOR INTERSTATE
 KE1176'HIGHWAY 635 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 KE1176'
 KE1176'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON PARALLEL
 KE1176'AVENUE FOR 0.05 MILE TO THE EAST END OF THE BRIDGE OVER INTERSTATE
 KE1176'HIGHWAY 635.  TURN LEFT AND GO NORTH ON INTERSTATE HIGHWAY 635 FOR
 KE1176'0.4 MILE TO THE MARK ON THE RIGHT.
 KE1176'
 KE1176'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED MT HOPE 2
 KE1176'1966 NO 6 1972.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 KE1176'CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT
 KE1176'IS 51.0 FEET WEST OF THE CENTER OF THE EXIT RAMP OF INTERSTATE
 KE1176'HIGHWAY 635, 22.2 FEET EAST OF A FENCE AND 18.0 FEET EAST OF
 KE1176'THE NORTH ONE OF TWO WITNESS POSTS AT MT HOPE 2 1966.  THE
 KE1176'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 KE1176'INCHES BELOW THE GROUND SURFACE.
 KE1176'
 KE1176'MT HOPE 2 1966 IS A STANDARD DISK, STAMPED MT HOPE 2 1966, SET IN
 KE1176'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 3
 KE1176'INCHES ABOVE THE GROUND.  IT IS 69.0 FEET WEST OF THE CENTER OF THE
 KE1176'EXIT RAMP FOR INTERSTATE HIGHWAY 635, 4.4 FEET EAST OF A FENCE,
 KE1176'1.6 FEET NORTH OF A WITNESS POST AND 1.4 FEET SOUTH OF A WITNESS
 KE1176'POST.
 KE1176'
 KE1176'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED MT HOPE 2 NO 4 1966,
 KE1176'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 KE1176'PROJECTS 3 INCHES.  IT IS 64.0 FEET WEST OF THE CENTER OF THE EXIT
 KE1176'RAMP FOR INTERSTATE HIGHWAY 635, 2.0 FEET NORTH OF A WITNESS POST
 KE1176'AND SET IN A FENCE LINE.  IT IS ABOUT 2 FEET LOWER THAN THE
 KE1176'STATION.
 KE1176'
 KE1176'REFERENCE MARK 7 IS A STANDARD DISK, STAMPED MT HOPE 2 1966 NO 7
 KE1176'1972, CEMENTED IN A DRILL HOLE IN THE EAST CURB OF INTERSTATE
 KE1176'HIGHWAY 635 AT THE SOUTHEAST CORNER OF A STORM DRAIN INLET.  IT IS
 KE1176'34.0 FEET EAST OF THE CENTER OF THE NORTH-BOUND LANE OF INTERSTATE
 KE1176'HIGHWAY 635, 4.0 FEET WEST OF A WITNESS POST AND 3.0 FEET WEST OF
 KE1176'THE EAST GUARD RAIL.
 KE1176'
 KE1176'AZIMUTH MARK IS A STANDARD DISK, STAMPED MT HOPE 2 1966, SET IN THE
 KE1176'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS 1 INCH
 KE1176'ABOVE THE GROUND.  IT IS 110.0 FEET EAST OF THE CENTER OF THE
 KE1176'NORTHBOUND LANE OF INTERSTATE HIGHWAY 635, 3.0 FEET SOUTHEAST OF A
 KE1176'WITNESS POST, 2.6 FEET SOUTH OF A WITNESS POST AND 2.2 FEET WEST
 KE1176'OF A FENCE.
 KE1176'
 KE1176'NEAREST TOWN--IN KANSAS CITY.
 KE1176'
 KE1176'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 KE1176
 KE1176                          STATION RECOVERY (1974)
 KE1176
 KE1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 KE1176'NO MEASUREMENT BETWEEN THE MARKS WAS MADE BECAUSE OF TREES AND
 KE1176'SHRUBBERY.
 KE1176'
 KE1176'THE STATION MARK, REFERENCE MARKS 4, 5 AND 7 AND THE AZIMUTH MARK
 KE1176'WERE RECOVERED.  MT HOPE 2 1966 WAS RECOVERED, HOWEVERED, A
 KE1176'DIFFERENCE OF 5 MINUTES IN DIRECTION AND 0.05 FEET OR 0.017 METERS
 KE1176'LONGER IN DISTANCE WAS NOTED.  THE CURRENT MEASUREMENT WAS NOT A
 KE1176'TRAVERSE DISTANCE AS IT WAS IN 1972.  A COMPLETE DESCRIPTION
 KE1176'FOLLOWS.
 KE1176'
 KE1176'THE STATION IS LOCATED IN THE NORTHWEST PART OF KANSAS CITY, KANSAS
 KE1176'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF PARALLEL AVENUE AND
 KE1176'INTERSTATE HIGHWAY 635.
 KE1176'
 KE1176'TO REACH THE STATION FROM THE JUNCTION OF 18TH STREET AND PARALLEL
 KE1176'AVENUE, GO WEST ON PARALLEL AVENUE FOR 1.5 MILES TO THE WEST END OF
 KE1176'A BRIDGE OVER INTERSTATE HIGHWAY 635 AND THE STATION ON THE RIGHT.
 KE1176'
 KE1176'TO REACH REFERENCE MARK 7 FROM THE STATION, GO EAST ON PARALLEL
 KE1176'AVENUE FOR 0.05 MILE TO THE ON RAMP TO INTERSTATE HIGHWAY 635
 KE1176'NORTHBOUND ON THE LEFT.  TURN LEFT AND GO NORTH ON THE RAMP FOR
 KE1176'0.2 MILE TO THE MARK ON THE RIGHT.  CONTINUE FOR 0.2 MILE TO THE
 KE1176'AZIMUTH MARK ON THE RIGHT.
 KE1176'
 KE1176'THE STATION MARK IS A STANDARD DISK STAMPED MT HOPE 2 1966 NO 6
 KE1176'1972.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KE1176'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 49.9 FEET
 KE1176'WEST OF AN EXIT RAMP OF THE INTERSTATE, 22.6 FEET EAST OF A FENCE
 KE1176'AND 18.4 FEET EAST OF THE NORTH ONE OF TWO WITNESS POSTS.
 KE1176'
 KE1176'MT HOPE 2 1966 IS A STANDARD DISK STAMPED MT HOPE 2 1966.  IT IS SET
 KE1176'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 KE1176'ABOUT 3 INCHES.  IT IS 4.3 FEET EAST OF THE FENCE, 1.8 FEET SOUTH
 KE1176'OF THE NORTH WITNESS POST AND 1.6 FEET NORTH OF THE SOUTH WITNESS
 KE1176'POST.
 KE1176'
 KE1176'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MT HOPE 2 NO 4 1966.  IT
 KE1176'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 KE1176'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 64.4 FEET
 KE1176'WEST OF THE CENTER OF THE EXIT RAMP AND 2.3 FEET NORTH OF THE NORTH
 KE1176'WITNESS POST AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 KE1176'
 KE1176'REFERENCE MARK 5 IS A STANDARD DISK STAMPED MT HOPE 2 NO 5 1966.  IT
 KE1176'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 KE1176'FLUSH WITH THE GROUND SURFACE.  IT IS 68.0 FEET WEST OF THE CENTER
 KE1176'OF THE EXIT RAMP, 0.9 FOOT EAST OF THE FENCE AND 0.7 FOOT SOUTH OF
 KE1176'A WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE
 KE1176'STATION.
 KE1176'
 KE1176'REFERENCE MARK 7 IS A STANDARD DISK STAMPED MT HOPE 2 1966 NO
 KE1176'7 1972.  IT IS CEMENTED IN A DRILL HOLE IN THE EAST CURB OF
 KE1176'INTERSTATE HIGHWAY 635 AT THE SOUTHEAST CORNER OF A STORM DRAIN
 KE1176'INLET.  IT IS 34.0 FEET EAST OF THE CENTER OF THE NORTHBOUND LANE
 KE1176'OF THE INTERSTATE, 4.0 FEET WEST OF A WITNESS POST AND 3.0 FEET
 KE1176'WEST OF A GUARD RAIL.
 KE1176'
 KE1176'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MT HOPE 2 1966.  IT IS
 KE1176'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KE1176'PROJECTS ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT IS 83.7 FEET
 KE1176'EAST OF A GUARD RAIL, 3.1 FEET SOUTHWEST OF A METAL FENCE CORNER
 KE1176'AND 3.0 FEET SOUTHEAST OF A WITNESS POST.
 KE1176'
 KE1176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN KANSAS CITY.
 KE1176'
 KE1176'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 KE1176
 KE1176                          STATION RECOVERY (1987)
 KE1176
 KE1176'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (LJB)
 KE1176'RECOVERED IN GOOD CONDITION.
 KE1176
 KE1176                          STATION RECOVERY (2005)
 KE1176
 KE1176'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1176'THE STATION IS IN THE NORTHWEST PART OF KANSAS CITY, IN THE NORTHWEST
 KE1176'ANGLE OF PARALLEL AVENUE AND INTERSTATE HIGHWAY 635.
 KE1176' 
 KE1176'AT THE TIME OF STATION RECOVERY THE PARALLEL AVE INTERCHANGE WITH
 KE1176'I-635 IS UNDER RECONSTRUCTION.  THE OVERPASS, EXIT RAMPS AND ROAD
 KE1176'SURFACE HAVE BEEN REMOVED FOR RECONSTRUCTION.
 KE1176' 
 KE1176'THE STATION MARK IS A STANDARD DISK STAMPED MT HOPE 2 1966 NO 6 1972.
 KE1176'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KE1176'IS 2 INCHES BELOW GROUND SURFACE. IT IS 22.6 FEET EAST OF A FENCE AND
 KE1176'18.4 FEET EAST OF THE NORTH ONE OF TWO WITNESS POSTS.
 KE1176' 
 KE1176' MT HOPE 2 1966 IS A STANDARD DISK STAMPED MT HOPE 2 1966. IT IS SET
 KE1176'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 KE1176'ABOUT 3 INCHES. IT IS 4.3 FEET EAST OF THE FENCE, 1.8 FEET SOUTH OF
 KE1176'THE NORTH WITNESS POST AND 1.6 FEET NORTH OF THE SOUTH WITNESS POST.
 KE1176' 
 KE1176'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED MT HOPE 2 NO 4 1966, SET
 KE1176'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 6
 KE1176'INCHES ABOVE THE GROUND. IT IS 2.0 FEET NORTH OF A WITNESS POST AND IS
 KE1176'SET IN A FENCE LINE. IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 KE1176' 
 KE1176'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED MT HOPE 2 NO 5 1966, SET
 KE1176'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS 1 INCH
 KE1176'BELOW THE GROUND. IT IS 1.0 FOOT EAST OF A FENCE, AND IS ABOUT THE
 KE1176'SAME ELEVATION AS THE STATION.  THE WITNESS POST HAS BEEN REMOVED.
 KE1176' 
 KE1176'REFERENCE MARK 7 IS PRESUMED DESTROYED DUE TO THE RECONSTRUCTION OF
 KE1176'THE INTERCHANGE.
 KE1176' 
 KE1176'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE ROW FENCE HAS
 KE1176'BEEN REMOVED AS PART OF THE INTERCHANGE RECONSTRUCTION.  A LARGE PILE
 KE1176'OF DEBRIS WAS PRESENT AT THE APPROXIMATE LOCATION OF THE AZIMUTH MARK.
 KE1176' 
 KE1176' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1661 ***********************************************************************
 KE1661  DESIGNATION -  MT HOPE 3
 KE1661  PID         -  KE1661
 KE1661  STATE/COUNTY-  KS/WYANDOTTE
 KE1661  USGS QUAD   -  PARKVILLE (1991)
 KE1661
 KE1661                         *CURRENT SURVEY CONTROL
 KE1661  ___________________________________________________________________
 KE1661* NAD 83(1997)-  39 07 42.86836(N)    094 40 38.12635(W)     ADJUSTED  
 KE1661* NAVD 88     -       307.7    (meters)    1010.     (feet)  VERTCON   
 KE1661  ___________________________________________________________________
 KE1661  X           -    -404,008.027 (meters)                     COMP
 KE1661  Y           -  -4,938,046.129 (meters)                     COMP
 KE1661  Z           -   4,003,573.594 (meters)                     COMP
 KE1661  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 KE1661  ELLIP HEIGHT-         275.31  (meters)          (10/02/98) GPS OBS
 KE1661  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 KE1661
 KE1661  HORZ ORDER  -  FIRST
 KE1661  ELLP ORDER  -  FOURTH    CLASS I
 KE1661
 KE1661.The horizontal coordinates were established by GPS observations
 KE1661.and adjusted by the National Geodetic Survey in October 1998..
 KE1661
 KE1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1661
 KE1661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1661
 KE1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1661
 KE1661.The ellipsoidal height was determined by GPS observations
 KE1661.and is referenced to NAD 83.
 KE1661
 KE1661.The geoid height was determined by GEOID03.
 KE1661
 KE1661;                    North         East     Units Scale Factor Converg.
 KE1661;SPC KS N     -    93,550.923   687,239.373   MT  0.99995911   +2 06 08.5
 KE1661;SPC MO W     -   328,737.436   834,673.561   MT  0.99994407   -0 06 42.7
 KE1661;UTM  15      - 4,332,384.133   355,022.306   MT  0.99985881   -1 03 31.1
 KE1661
 KE1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1661!SPC KS N     -   0.99995681  x   0.99995911  =   0.99991592
 KE1661!SPC MO W     -   0.99995681  x   0.99994407  =   0.99990088
 KE1661!UTM  15      -   0.99995681  x   0.99985881  =   0.99981562
 KE1661
 KE1661:                Primary Azimuth Mark                     Grid Az
 KE1661:SPC KS N     -  MT HOPE 2 AZ MK                          010 11 01.8
 KE1661:SPC MO W     -  MT HOPE 2 AZ MK                          012 23 53.0
 KE1661:UTM  15      -  MT HOPE 2 AZ MK                          013 20 41.4
 KE1661
 KE1661|---------------------------------------------------------------------|
 KE1661| PID    Reference Object                     Distance      Geod. Az  |
 KE1661|                                                           dddmmss.s |
 KE1661| CL7948 MT HOPE 2 AZ MK                                    0121710.3 |
 KE1661| KE1176 MT HOPE 2 RM 6                       44.704 METERS 31635     |
 KE1661|---------------------------------------------------------------------|
 KE1661
 KE1661                          SUPERSEDED SURVEY CONTROL
 KE1661
 KE1661  NAD 83(1986)-  39 07 42.87693(N)    094 40 38.12257(W) AD(       ) 1
 KE1661  NAD 83(1986)-  39 07 42.87863(N)    094 40 38.12492(W) AD(       ) 1
 KE1661  NGVD 29 (03/28/90)  307.6    (m)         1009.     (f) GPS OBS        
 KE1661
 KE1661.Superseded values are not recommended for survey control.
 KE1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1661.See file dsdata.txt to determine how the superseded data were derived.
 KE1661
 KE1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5502232384(NAD 83)
 KE1661_MARKER: A = ALUMINUM MARKER
 KE1661_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KE1661_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KE1661_STAMPING: MOUNT HOPE 3
 KE1661_MARK LOGO: KS-209
 KE1661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KE1661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1661+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KE1661
 KE1661  HISTORY     - Date     Condition        Report By
 KE1661  HISTORY     - 1988     MONUMENTED       KS-209
 KE1661  HISTORY     - 20050326 MARK NOT FOUND   GEOCAC
 KE1661
 KE1661                          STATION DESCRIPTION
 KE1661
 KE1661'DESCRIBED BY WYANDOTTE COUNTY KANSAS 1988
 KE1661'STATION MOUNT HOPE 3 IS LOCATED AT THE NORTHWEST CORNER OF THE
 KE1661'PARALLEL PARKWAY OVERPASS OF INTERSTATE I-635 HIGHWAY KANSAS CITY
 KE1661'WYANDOTTE COUNTY KANSAS.
 KE1661'STATION IS 2.70 M (8.9 FT) SOUTH SOUTHWEST OF THE NORTHWEST CORNER OF
 KE1661'A WING WALL, 0.87 M (2.9 FT) EAST SOUTHEAST OF A CENTER NOTCH OF A
 KE1661'TRIPLE NOTCH IN AN I-BEAM GUARD RAIL POST, 0.78 M (2.6 FT) WEST
 KE1661'NORTHWEST OF A CHISLED X CUT IN THE NORTH EDGE OF AN 8 FOOT CONCRETE
 KE1661'WALK. STATION IS 44.696 M (146.6 FT) SOUTHEAST OF STATION MOUNT HOPE 2
 KE1661'RM6.
 KE1661
 KE1661                          STATION RECOVERY (2005)
 KE1661
 KE1661'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1661'THE PARALLEL PARKWAY OVERPASS AND INTERCHANGE WAS RAZED IN MARCH 2005
 KE1661'FOR RECONSTRUCTION.  THE STATION IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0990 ***********************************************************************
 HG0990  DESIGNATION -  MT NEBO
 HG0990  PID         -  HG0990
 HG0990  STATE/COUNTY-  KS/CLARK
 HG0990  USGS QUAD   -  BLOOM SE (1979)
 HG0990
 HG0990                         *CURRENT SURVEY CONTROL
 HG0990  ___________________________________________________________________
 HG0990* NAD 83(1997)-  37 16 50.34154(N)    099 45 43.13021(W)     ADJUSTED  
 HG0990* NAVD 88     -       745.7    (meters)    2447.     (feet)  VERTCON   
 HG0990  ___________________________________________________________________
 HG0990  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 HG0990  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 HG0990
 HG0990  HORZ ORDER  -  SECOND
 HG0990  VERT ORDER  -  THIRD ? (See Below)
 HG0990
 HG0990.The horizontal coordinates were established by classical geodetic methods
 HG0990.and adjusted by the National Geodetic Survey in October 1998..
 HG0990
 HG0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0990.The vertical order pertains to the NGVD 29 superseded value.
 HG0990
 HG0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0990
 HG0990.The geoid height was determined by GEOID03.
 HG0990
 HG0990;                    North         East     Units Scale Factor Converg.
 HG0990;SPC KS S     -   468,900.700   288,086.919   MT  0.99999728   -0 46 31.9
 HG0990;UTM  14      - 4,126,278.652   432,451.420   MT  0.99965620   -0 27 41.6
 HG0990
 HG0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0990!SPC KS S     -   0.99988726  x   0.99999728  =   0.99988454
 HG0990!UTM  14      -   0.99988726  x   0.99965620  =   0.99954349
 HG0990
 HG0990:                Primary Azimuth Mark                     Grid Az
 HG0990:SPC KS S     -  MT NEBO AZ MK                            001 55 15.0
 HG0990:UTM  14      -  MT NEBO AZ MK                            001 36 24.7
 HG0990
 HG0990|---------------------------------------------------------------------|
 HG0990| PID    Reference Object                     Distance      Geod. Az  |
 HG0990|                                                           dddmmss.s |
 HG0990| CK9479 MT NEBO AZ MK                                      0010843.1 |
 HG0990| CK9480 MT NEBO RM 1                         23.282 METERS 16915     |
 HG0990| HG0978 ASHLAND COMMUNITY TV MAST           APPROX.10.1 KM 1972933.4 |
 HG0990| CK9481 MT NEBO RM 2                         50.810 METERS 27331     |
 HG0990|---------------------------------------------------------------------|
 HG0990
 HG0990                          SUPERSEDED SURVEY CONTROL
 HG0990
 HG0990  NAD 83(1997)-  37 16 50.34857(N)    099 45 43.13059(W) AD(       ) 2
 HG0990  NAD 83(1986)-  37 16 50.34092(N)    099 45 43.12732(W) AD(       ) 2
 HG0990  NAD 27      -  37 16 50.25207(N)    099 45 41.66715(W) AD(       ) 2
 HG0990  NGVD 29 (07/19/86)  745.4    (m)         2446.     (f) LEVELING    3  
 HG0990
 HG0990.Superseded values are not recommended for survey control.
 HG0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0990.See file dsdata.txt to determine how the superseded data were derived.
 HG0990
 HG0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG3245126279(NAD 83)
 HG0990_MARKER: DS = TRIANGULATION STATION DISK
 HG0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0990
 HG0990  HISTORY     - Date     Condition        Report By
 HG0990  HISTORY     - 1964     MONUMENTED       CGS
 HG0990
 HG0990                          STATION DESCRIPTION
 HG0990
 HG0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0990'THE STATION IS 6.0 MILES NORTH OF ASHLAND, ON THE HIGHEST POINT WHERE
 HG0990'THE ROAD CROSSES MT. NEBO, AND IN SECTION 12, T 32 S, R 23 W., AND
 HG0990'ON PROPERTY OWNED BY MR. PAUL SLAYER.
 HG0990'
 HG0990'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE
 HG0990'HIGHWAY 94 IN THE SOUTHEAST EDGE OF KINGSDOWN, GO SOUTH ON HIGHWAY
 HG0990'94 FOR 8.5 MILES TO WHERE HIGHWAY 94 TURNS TO THE RIGHT.  CONTINUE
 HG0990'SOUTH ON A GRAVEL ROAD FOR 5.35 MILES TO A BRIDGE.  CONTINUE SOUTH
 HG0990'ON THE GRAVEL ROAD FOR 3.55 MILES TO A CATTLE GUARD AND THE
 HG0990'AZIMUTH MARK ON THE RIGHT, WEST OF THE GRAVEL ROAD.  CONTINUE SOUTH
 HG0990'ON THE GRAVEL ROAD FOR 1.0 MILE TO THE STATION ON THE RIGHT, WEST OF
 HG0990'THE GRAVEL ROAD.
 HG0990'
 HG0990'STATION MARKS ARE STANDARD DISKS STAMPED MT. NEBO 1964.  THE SURFACE
 HG0990'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 HG0990'IS 166 FEET EAST OF A METAL WITNESS POST AND 147 FEET WEST OF THE
 HG0990'CENTER OF THE GRAVEL ROAD.  THE UNDERGROUND DISK IS SET IN AN
 HG0990'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 HG0990'GROUND.
 HG0990'
 HG0990'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MT. NEBO NO 1 1964, IS
 HG0990'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 144
 HG0990'FEET WEST OF THE CENTER OF THE GRAVEL ROAD.
 HG0990'
 HG0990'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MT. NEBO NO 2 1964, IS
 HG0990'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 2 FEET
 HG0990'SOUTH OF THE METAL WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH
 HG0990'FENCE.
 HG0990'
 HG0990'AZIMUTH MARK, A STANDARD DISK STAMPED MT. NEBO 1964, IS SET IN A
 HG0990'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 45 FEET WEST OF
 HG0990'THE CENTER OF THE GRAVEL ROAD, 24 FEET EAST OF A FENCE CORNER, AND
 HG0990'1.8 FEET WEST OF A METAL WITNESS POST.
 HG0990'
 HG0990'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HG0990'
 HG0990'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0820 ***********************************************************************
 KF0820  DESIGNATION -  MULBERRY
 KF0820  PID         -  KF0820
 KF0820  STATE/COUNTY-  KS/CLAY
 KF0820  USGS QUAD   -  CLIFTON (1965)
 KF0820
 KF0820                         *CURRENT SURVEY CONTROL
 KF0820  ___________________________________________________________________
 KF0820* NAD 83(1997)-  39 32 22.30718(N)    097 19 13.01309(W)     ADJUSTED  
 KF0820* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 KF0820  ___________________________________________________________________
 KF0820  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 KF0820  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 KF0820
 KF0820  HORZ ORDER  -  SECOND
 KF0820
 KF0820.The horizontal coordinates were established by classical geodetic methods
 KF0820.and adjusted by the National Geodetic Survey in October 1998..
 KF0820
 KF0820.The orthometric height was scaled from a topographic map.
 KF0820
 KF0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0820
 KF0820.The geoid height was determined by GEOID03.
 KF0820
 KF0820;                    North         East     Units Scale Factor Converg.
 KF0820;SPC KS N     -   134,122.992   458,429.458   MT  0.99996952   +0 25 48.2
 KF0820;UTM  14      - 4,377,998.728   644,342.669   MT  0.99985652   +1 04 10.2
 KF0820
 KF0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0820!SPC KS N     -   0.99993769  x   0.99996952  =   0.99990721
 KF0820!UTM  14      -   0.99993769  x   0.99985652  =   0.99979422
 KF0820
 KF0820|---------------------------------------------------------------------|
 KF0820| PID    Reference Object                     Distance      Geod. Az  |
 KF0820|                                                           dddmmss.s |
 KF0820| CO1900 MULBERRY RM 1                         7.450 METERS 07821     |
 KF0820| CO1899 MULBERRY AZ MK                                     0995721.3 |
 KF0820| CO1901 MULBERRY RM 2                         8.178 METERS 16205     |
 KF0820| KF0824 CLYDE MUNICIPAL STANDPIPE           APPROX. 8.7 KM 3142545.6 |
 KF0820|---------------------------------------------------------------------|
 KF0820
 KF0820                          SUPERSEDED SURVEY CONTROL
 KF0820
 KF0820  NAD 83(1997)-  39 32 22.31298(N)    097 19 13.01247(W) AD(       ) 2
 KF0820  NAD 83(1986)-  39 32 22.31377(N)    097 19 13.01188(W) AD(       ) 2
 KF0820  NAD 27      -  39 32 22.31400(N)    097 19 11.89500(W) AD(       ) 2
 KF0820
 KF0820.Superseded values are not recommended for survey control.
 KF0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0820.See file dsdata.txt to determine how the superseded data were derived.
 KF0820
 KF0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ4434377999(NAD 83)
 KF0820_MARKER: DS = TRIANGULATION STATION DISK
 KF0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0820
 KF0820  HISTORY     - Date     Condition        Report By
 KF0820  HISTORY     - 1950     MONUMENTED       CGS
 KF0820
 KF0820                          STATION DESCRIPTION
 KF0820
 KF0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0820'THE STATION IS LOCATED ABOUT 4.25 MILES EAST AND SOUTH OF CLYDE, 2.25
 KF0820'MILES WEST AND 2.0 MILES SOUTH OF CLIFTON ON LAND OWNED BY MR.
 KF0820'M.E. STAY.  IT IS IN AN OPEN PASTURE ON THE HIGHEST POINT OF A
 KF0820'PROMINENT HILL 5 FEET SOUTH OF A WITNESS POST.  IT IS STAMPED
 KF0820'MULBERRY 1950 AND IS SET FLUSH WITH THE GROUND SURFACE.
 KF0820'
 KF0820'REFERENCE MARK NO. 1 IS IN AN OPEN PASTURE ON ABOUT THE SAME
 KF0820'ELEVATION AS THE STATION.  IT IS STAMPED MULBERRY NO 1 1950 AND
 KF0820'IS SET FLUSH WITH THE GROUND SURFACE.
 KF0820'
 KF0820'REFERENCE MARK NO. 2 IS IN AN OPEN PASTURE ON ABOUT THE SAME
 KF0820'ELEVATION AS THE STATION.  IT IS STAMPED MULBERRY NO 2 1950 AND
 KF0820'IS SET FLUSH WITH THE GROUND SURFACE.
 KF0820'
 KF0820'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 34.23 FEET.
 KF0820'
 KF0820'THE AZIMUTH MARK IS IN THE NORTHEAST CORNER OF A CULTIVATED FIELD,
 KF0820'24 FEET WEST OF THE CENTER OF A ROAD, 18 FEET SOUTH OF THE CENTER
 KF0820'OF A ROAD AND 2 FEET WEST OF A WITNESS POST AND TELEPHONE POLE.
 KF0820'IT IS STAMPED MULBERRY 1950 AND PROJECTS 5 INCHES.
 KF0820'
 KF0820'TO REACH THE STATION FROM THE POST OFFICE IN CLYDE, GO WEST AND
 KF0820'SOUTH ON STATE ROUTE 9 FOR 0.85 MILE TO POINT WHERE HIGHWAY TURNS
 KF0820'RIGHT, CONTINUE STRAIGHT AHEAD, SOUTH ON GRAVELED ROAD FOR 3.1
 KF0820'MILES TO A CROSSROAD, TURN LEFT AND GO EAST ON DIRT ROAD FOR 4.7
 KF0820'MILES TO AS FENCE CORNER AND GATE ON LEFT, (CONTINUE STRAIGHT
 KF0820'AHEAD FOR 0.35 MILE TO AZIMUTH ON THE RIGHT AS DESCRIBED) PASS
 KF0820'THROUGH GATE AND GO NORTH-NORTHWEST FOR 0.05 MILE TO TOP OF
 KF0820'HILL AND STATION AS DESCRIBED.
 KF0820'
 KF0820'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1134 ***********************************************************************
 HE1134  DESIGNATION -  MULBERRY MUNICIPAL TANK
 HE1134  PID         -  HE1134
 HE1134  STATE/COUNTY-  KS/CRAWFORD
 HE1134  USGS QUAD   -  ARMA (1978)
 HE1134
 HE1134                         *CURRENT SURVEY CONTROL
 HE1134  ___________________________________________________________________
 HE1134* NAD 83(1997)-  37 33 13.00707(N)    094 37 35.63130(W)     ADJUSTED  
 HE1134* NAVD 88     -                                                        
 HE1134  ___________________________________________________________________
 HE1134  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HE1134  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 HE1134
 HE1134  HORZ ORDER  -  THIRD
 HE1134
 HE1134.The horizontal coordinates were established by classical geodetic methods
 HE1134.and adjusted by the National Geodetic Survey in October 1998..
 HE1134
 HE1134
 HE1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1134
 HE1134.The geoid height was determined by GEOID03.
 HE1134
 HE1134;                    North         East     Units Scale Factor Converg.
 HE1134;SPC KS S     -   505,545.734   742,151.731   MT  0.99995598   +2 22 49.2
 HE1134;SPC MO W     -   153,914.905   838,817.162   MT  0.99994272   -0 04 37.7
 HE1134;UTM  15      - 4,157,532.543   356,325.713   MT  0.99985426   -0 59 29.6
 HE1134
 HE1134                          SUPERSEDED SURVEY CONTROL
 HE1134
 HE1134  NAD 83(1997)-  37 33 13.01380(N)    094 37 35.63169(W) AD(       ) 4
 HE1134  NAD 83(1986)-  37 33 13.01778(N)    094 37 35.62528(W) AD(       ) 4
 HE1134  NAD 27      -  37 33 12.85100(N)    094 37 34.77700(W) AD(       ) 3
 HE1134
 HE1134.Superseded values are not recommended for survey control.
 HE1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1134.See file dsdata.txt to determine how the superseded data were derived.
 HE1134
 HE1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5632657533(NAD 83)
 HE1134_MARKER: 51 = TANK
 HE1134
 HE1134  HISTORY     - Date     Condition        Report By
 HE1134  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1134  HISTORY     - 1939     GOOD             CGS
 HE1134  HISTORY     - 1965     GOOD             CGS
 HE1134  HISTORY     - 20050803 GOOD             GEOCAC
 HE1134
 HE1134                          STATION DESCRIPTION
 HE1134
 HE1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1134'THE CENTER OF THE MUNICIPAL WATER TANK IN THE SOUTHWEST PART OF
 HE1134'THE TOWN OF MULBERRY.  TANK IS PAINTED SILVER AND IS A
 HE1134'STANDARD-TYPE STRUCTURE WITH OVAL BASE, VERTICAL SIDES AND
 HE1134'CONICAL TOP.  THE YEAR IT WAS ERECTED WAS NOT DETERMINED.
 HE1134
 HE1134                          STATION RECOVERY (1939)
 HE1134
 HE1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 HE1134'POINT OBSERVED UPON WAS THE FINIAL OF A STEEL WATER TANK,
 HE1134'(PROBABLY A MUNICIPAL TANK) ALUMINUM-PAINTED AND APPROXIMATELY
 HE1134'150 FEET HIGH.  THE STATION WAS NOT VISITED.
 HE1134'
 HE1134'OBSERVED UPON FROM TRIANGULATION STATIONS, IRWIN, MILO 1934 AND
 HE1134'METCALF 1934.
 HE1134
 HE1134                          STATION RECOVERY (1965)
 HE1134
 HE1134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1134'THE STATION IS THE CENTER OF THE TOP OF A 90 FOOT HIGH ELEVATED
 HE1134'TANK, LOCATED IN THE SOUTHWEST PART OF TOWN, ON A PROMINENT
 HE1134'HILL AND ABOUT 600 FEET SOUTH OF A SCHOOL BUILDING.
 HE1134'
 HE1134'THE 1934 DESCRIPTION FOR THIS STATION WAS NOT AVAILABLE AT
 HE1134'THIS WRITING.
 HE1134
 HE1134                          STATION RECOVERY (2005)
 HE1134
 HE1134'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1134'THE TANK IS PAINTED SILVER WITH A GREEN ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0960 ***********************************************************************
 HG0960  DESIGNATION -  MULE
 HG0960  PID         -  HG0960
 HG0960  STATE/COUNTY-  KS/KIOWA
 HG0960  USGS QUAD   -  EAST KIOWA CREEK NORTH (1979)
 HG0960
 HG0960                         *CURRENT SURVEY CONTROL
 HG0960  ___________________________________________________________________
 HG0960* NAD 83(1997)-  37 28 58.89852(N)    099 25 27.29776(W)     ADJUSTED  
 HG0960* NAVD 88     -       735.     (meters)    2411.     (feet)  SCALED    
 HG0960  ___________________________________________________________________
 HG0960  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 HG0960  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 HG0960
 HG0960  HORZ ORDER  -  FIRST
 HG0960
 HG0960.The horizontal coordinates were established by classical geodetic methods
 HG0960.and adjusted by the National Geodetic Survey in October 1998..
 HG0960
 HG0960.The orthometric height was scaled from a topographic map.
 HG0960
 HG0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0960
 HG0960.The geoid height was determined by GEOID03.
 HG0960
 HG0960;                    North         East     Units Scale Factor Converg.
 HG0960;SPC KS S     -   491,008.765   318,258.583   MT  0.99996451   -0 34 04.7
 HG0960;UTM  14      - 4,148,542.859   462,491.990   MT  0.99961733   -0 15 29.4
 HG0960
 HG0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0960!SPC KS S     -   0.99988885  x   0.99996451  =   0.99985337
 HG0960!UTM  14      -   0.99988885  x   0.99961733  =   0.99950623
 HG0960
 HG0960:                Primary Azimuth Mark                     Grid Az
 HG0960:SPC KS S     -  MULLINVILLE NORTH NAT GAS MAST           004 38 54.8
 HG0960:UTM  14      -  MULLINVILLE NORTH NAT GAS MAST           004 20 19.5
 HG0960
 HG0960|---------------------------------------------------------------------|
 HG0960| PID    Reference Object                     Distance      Geod. Az  |
 HG0960|                                                           dddmmss.s |
 HG0960| HG0917 MULLINVILLE NORTH NAT GAS MAST      APPROX.12.0 KM 0040450.1 |
 HG0960| HG0913 MULLINVILLE NORTH NAT GAS S TK      APPROX.11.7 KM 0044529.5 |
 HG0960| HG0916 MULLINVILLE NORTH NAT GAS N TK      APPROX.11.9 KM 0045251.6 |
 HG0960| HG0915 MULLINVILLE MICROWAVE KAH 78        APPROX.14.8 KM 0084901.8 |
 HG0960| HG0911 GREENSBURG FARMERS GRAIN ELEV       APPROX.18.1 KM 0392900.8 |
 HG0960| HG0908 GREENSBURG MUNICIPAL TANK           APPROX.17.6 KM 0403745.6 |
 HG0960| CK9483 MULE RM 1                            23.509 METERS 05102     |
 HG0960| CK9484 MULE RM 2                            21.970 METERS 31407     |
 HG0960| CK9482 MULE AZ MK                                         3201544.1 |
 HG0960| HG0918 MULLINVILLE MICROWAVE KAM 48        APPROX. 7.0 KM 3273448.6 |
 HG0960| HG0920 MULLINVILLE MUN WATER TANK          APPROX.12.1 KM 3374633.7 |
 HG0960| HG0919 MULLINVILLE EQUITY EXCH ELEV        APPROX.12.0 KM 3381347.3 |
 HG0960|---------------------------------------------------------------------|
 HG0960
 HG0960                          SUPERSEDED SURVEY CONTROL
 HG0960
 HG0960  NAD 83(1997)-  37 28 58.90596(N)    099 25 27.29783(W) AD(       ) 1
 HG0960  NAD 83(1986)-  37 28 58.90118(N)    099 25 27.29377(W) AD(       ) 1
 HG0960  NAD 27      -  37 28 58.82708(N)    099 25 25.87408(W) AD(       ) 1
 HG0960
 HG0960.Superseded values are not recommended for survey control.
 HG0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0960.See file dsdata.txt to determine how the superseded data were derived.
 HG0960
 HG0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6249248543(NAD 83)
 HG0960_MARKER: DS = TRIANGULATION STATION DISK
 HG0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0960
 HG0960  HISTORY     - Date     Condition        Report By
 HG0960  HISTORY     - 1961     MONUMENTED       CGS
 HG0960  HISTORY     - 1964     GOOD             CGS
 HG0960
 HG0960                          STATION DESCRIPTION
 HG0960
 HG0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0960'THE STATION IS ABOUT 11 MILES SOUTHWEST OF GREENSBURG, 7 MILES
 HG0960'SOUTHEAST OF MULLINVILLE, IN PASTURE LAND AT THE HEAD OF MULE CREEK,
 HG0960'IN THE NORTHWEST QUARTER OF SECTION 32, T 29 S, R 20 W, ON PROPERTY
 HG0960'OWNED BY MR. RAY THACH.
 HG0960'
 HG0960'TO REACH THE STATION FROM THE POST OFFICE IN MULLINVILLE, GO SOUTH
 HG0960'ON MAIN STREET 0.15 MILE TO U.S. HIGHWAY 54.  CROSS HIGHWAY 54 AND
 HG0960'CONTINUE SOUTH ON A PAVED ROAD 6.6 MILES TO A WINDMILL ON THE RIGHT
 HG0960'AND A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON A GRADED
 HG0960'ROAD 1.7 MILES TO A T-ROAD AT THE THACH FARMHOUSE.  (THE MAIN ROAD
 HG0960'BEARS LEFT.) TURN RIGHT, PASS THROUGH A GATE, AND GO SOUTH ON A
 HG0960'TRACK ROAD 0.3 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND
 HG0960'CONTINUE SOUTH ON THE MAIN ROAD 0.3 MILE TO THE AZIMUTH MARK ON THE
 HG0960'LEFT IN A FENCE.  CONTINUE SOUTH ON THE TRACK ROAD 0.2 MILE TO A
 HG0960'WINDMILL ON THE RIGHT AND A FENCE CORNER ON THE LEFT.  TURN LEFT
 HG0960'AND GO EAST ALONG THE SOUTH SIDE OF A FENCE 0.25 MILE TO THE
 HG0960'STATION, 50 FEET SOUTH OF THE FENCE.
 HG0960'
 HG0960'STATION MARKS ARE STANDARD DISKS STAMPED MULE 1961.  THE SURFACE DISK
 HG0960'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG0960'GROUND. IT IS 78 FEET SOUTHEAST OF A METAL WITNESS POST, 50 FEET
 HG0960'SOUTH OF A FENCE AND 49 FEET SOUTH OF A POWER POLE.  THE
 HG0960'UNDERGROUND DISK IS SET 42 INCHES BELOW THE SURFACE IN AN IRREGULAR
 HG0960'MASS OF CONCRETE.
 HG0960'
 HG0960'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MULE NO 1 1961, IS SET
 HG0960'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 60 FEET
 HG0960'EAST OF THE POWER POLE AND 1 FOOT SOUTH OF THE FENCE.
 HG0960'
 HG0960'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MULE NO 2 1961, IS SET
 HG0960'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 51 FEET
 HG0960'WEST OF THE POWER POLE, 1.8 FEET EAST OF THE METAL WITNESS POST AND 1
 HG0960'FOOT SOUTH OF THE FENCE.
 HG0960'
 HG0960'AZIMUTH MARK IS A STANDARD DISK STAMPED MULE 1961, SET IN A SQUARE
 HG0960'CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 59 FEET EAST OF THE
 HG0960'CENTER OF THE TRACK ROAD, 1.7 FEET SOUTH OF A METAL WITNESS POST AND
 HG0960'0.5 FOOT WEST OF A FENCE.
 HG0960'
 HG0960'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HG0960'
 HG0960'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HG0960
 HG0960                          STATION RECOVERY (1964)
 HG0960
 HG0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0960'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH MARK
 HG0960'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE DISTANCE AND
 HG0960'DIRECTION TO REFERENCE MARKS NOS. 1 AND 2 WERE VERIFIED.  THE
 HG0960'DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 HG0960'
 HG0960'THE TO REACH IS ENTIRELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0919 ***********************************************************************
 HG0919  DESIGNATION -  MULLINVILLE EQUITY EXCH ELEV
 HG0919  PID         -  HG0919
 HG0919  STATE/COUNTY-  KS/KIOWA
 HG0919  USGS QUAD   -  MULLINVILLE (1969)
 HG0919
 HG0919                         *CURRENT SURVEY CONTROL
 HG0919  ___________________________________________________________________
 HG0919* NAD 83(1997)-  37 34 59.13068(N)    099 28 28.09075(W)     ADJUSTED  
 HG0919* NAVD 88     -                                                        
 HG0919  ___________________________________________________________________
 HG0919  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 HG0919  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 HG0919
 HG0919  HORZ ORDER  -  THIRD
 HG0919
 HG0919.The horizontal coordinates were established by classical geodetic methods
 HG0919.and adjusted by the National Geodetic Survey in October 1998..
 HG0919
 HG0919
 HG0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0919
 HG0919.The geoid height was determined by GEOID03.
 HG0919
 HG0919;                    North         East     Units Scale Factor Converg.
 HG0919;SPC KS S     -   502,158.846   313,933.285   MT  0.99995287   -0 35 55.8
 HG0919;UTM  14      - 4,159,665.630   458,107.985   MT  0.99962162   -0 17 21.8
 HG0919
 HG0919                          SUPERSEDED SURVEY CONTROL
 HG0919
 HG0919  NAD 83(1997)-  37 34 59.13852(N)    099 28 28.09077(W) AD(       ) 4
 HG0919  NAD 83(1986)-  37 34 59.13307(N)    099 28 28.08728(W) AD(       ) 4
 HG0919  NAD 27      -  37 34 59.06140(N)    099 28 26.66132(W) AD(       ) 3
 HG0919
 HG0919.Superseded values are not recommended for survey control.
 HG0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0919.See file dsdata.txt to determine how the superseded data were derived.
 HG0919
 HG0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5810859666(NAD 83)
 HG0919_MARKER: 65 = GRAIN ELEVATOR
 HG0919
 HG0919  HISTORY     - Date     Condition        Report By
 HG0919  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG0919
 HG0919                          STATION DESCRIPTION
 HG0919
 HG0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0919'THE STATION IS THE VENT ATOP OF THE EQUITY EXCHANGE GRAIN ELEVATOR,
 HG0919'LOCATED IN THE VILLAGE OF MULLINVILLE.  IT IS A WHITE CONCRETE
 HG0919'STRUCTURE, WITH AN OVERALL HEIGHT OF 155 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0915 ***********************************************************************
 HG0915  DESIGNATION -  MULLINVILLE MICROWAVE KAH 78
 HG0915  PID         -  HG0915
 HG0915  STATE/COUNTY-  KS/KIOWA
 HG0915  USGS QUAD   -  MULLINVILLE (1969)
 HG0915
 HG0915                         *CURRENT SURVEY CONTROL
 HG0915  ___________________________________________________________________
 HG0915* NAD 83(1997)-  37 36 54.02831(N)    099 23 54.64887(W)     ADJUSTED  
 HG0915* NAVD 88     -                                                        
 HG0915  ___________________________________________________________________
 HG0915  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 HG0915  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 HG0915
 HG0915  HORZ ORDER  -  THIRD
 HG0915
 HG0915.The horizontal coordinates were established by classical geodetic methods
 HG0915.and adjusted by the National Geodetic Survey in October 1998..
 HG0915
 HG0915
 HG0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0915
 HG0915.The geoid height was determined by GEOID03.
 HG0915
 HG0915;                    North         East     Units Scale Factor Converg.
 HG0915;SPC KS S     -   505,633.448   320,675.766   MT  0.99994979   -0 33 07.8
 HG0915;UTM  14      - 4,163,175.397   464,829.379   MT  0.99961524   -0 14 35.7
 HG0915
 HG0915                          SUPERSEDED SURVEY CONTROL
 HG0915
 HG0915  NAD 83(1997)-  37 36 54.03598(N)    099 23 54.64869(W) AD(       ) 4
 HG0915  NAD 83(1986)-  37 36 54.03123(N)    099 23 54.64551(W) AD(       ) 4
 HG0915  NAD 27      -  37 36 53.96379(N)    099 23 53.22831(W) AD(       ) 3
 HG0915
 HG0915.Superseded values are not recommended for survey control.
 HG0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0915.See file dsdata.txt to determine how the superseded data were derived.
 HG0915
 HG0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6482963175(NAD 83)
 HG0915_MARKER: 44 = MICROWAVE MAST
 HG0915
 HG0915  HISTORY     - Date     Condition        Report By
 HG0915  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG0915
 HG0915                          STATION DESCRIPTION
 HG0915
 HG0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0915'THE STATION IS THE RED LIGHT ATOP OF THE MAST OF THE PANHANDLE
 HG0915'PIPELINE CO., LOCATED 3 MILES EAST AND 2 MILES NORTH OF MULLINVILLE.
 HG0915'IT IS A SLENDER STEEL STRUCTURE, GUYED, PAINTED RED AND WHITE, AND
 HG0915'HAS AN OVERALL HEIGHT OF 205 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0918 ***********************************************************************
 HG0918  DESIGNATION -  MULLINVILLE MICROWAVE KAM 48
 HG0918  PID         -  HG0918
 HG0918  STATE/COUNTY-  KS/KIOWA
 HG0918  USGS QUAD   -  MULLINVILLE (1969)
 HG0918
 HG0918                         *CURRENT SURVEY CONTROL
 HG0918  ___________________________________________________________________
 HG0918* NAD 83(1997)-  37 32 10.32831(N)    099 27 59.99207(W)     ADJUSTED  
 HG0918* NAVD 88     -                                                        
 HG0918  ___________________________________________________________________
 HG0918  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 HG0918  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 HG0918
 HG0918  HORZ ORDER  -  THIRD
 HG0918
 HG0918.The horizontal coordinates were established by classical geodetic methods
 HG0918.and adjusted by the National Geodetic Survey in October 1998..
 HG0918
 HG0918
 HG0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0918
 HG0918.The geoid height was determined by GEOID03.
 HG0918
 HG0918;                    North         East     Units Scale Factor Converg.
 HG0918;SPC KS S     -   496,947.997   314,568.674   MT  0.99995795   -0 35 38.6
 HG0918;UTM  14      - 4,154,460.030   458,771.297   MT  0.99962094   -0 17 03.6
 HG0918
 HG0918                          SUPERSEDED SURVEY CONTROL
 HG0918
 HG0918  NAD 83(1997)-  37 32 10.33584(N)    099 27 59.99210(W) AD(       ) 4
 HG0918  NAD 83(1986)-  37 32 10.33041(N)    099 27 59.98818(W) AD(       ) 4
 HG0918  NAD 27      -  37 32 10.25681(N)    099 27 58.56206(W) AD(       ) 3
 HG0918
 HG0918.Superseded values are not recommended for survey control.
 HG0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0918.See file dsdata.txt to determine how the superseded data were derived.
 HG0918
 HG0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5877154460(NAD 83)
 HG0918_MARKER: 45 = MICROWAVE TOWER
 HG0918
 HG0918  HISTORY     - Date     Condition        Report By
 HG0918  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG0918
 HG0918                          STATION DESCRIPTION
 HG0918
 HG0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0918'THE STATION IS THE RED LIGHT ATOP OF THE A.T.AND T. MICROWAVE TOWER,
 HG0918'LOCATED ABOUT 3-1/2 MILES SOUTH OF MULLINVILLE AND ON THE WEST SIDE
 HG0918'OF A GRAVELED ROAD.  IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED RED
 HG0918'AND WHITE, AND HAS AN OVERALL HEIGHT OF 266 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0920 ***********************************************************************
 HG0920  DESIGNATION -  MULLINVILLE MUN WATER TANK
 HG0920  PID         -  HG0920
 HG0920  STATE/COUNTY-  KS/KIOWA
 HG0920  USGS QUAD   -  MULLINVILLE (1969)
 HG0920
 HG0920                         *CURRENT SURVEY CONTROL
 HG0920  ___________________________________________________________________
 HG0920* NAD 83(1997)-  37 35 03.56601(N)    099 28 34.54289(W)     ADJUSTED  
 HG0920* NAVD 88     -                                                        
 HG0920  ___________________________________________________________________
 HG0920  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 HG0920  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 HG0920
 HG0920  HORZ ORDER  -  THIRD
 HG0920
 HG0920.The horizontal coordinates were established by classical geodetic methods
 HG0920.and adjusted by the National Geodetic Survey in October 1998..
 HG0920
 HG0920
 HG0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0920
 HG0920.The geoid height was determined by GEOID03.
 HG0920
 HG0920;                    North         East     Units Scale Factor Converg.
 HG0920;SPC KS S     -   502,297.230   313,776.427   MT  0.99995274   -0 35 59.8
 HG0920;UTM  14      - 4,159,803.120   457,950.434   MT  0.99962178   -0 17 25.8
 HG0920
 HG0920                          SUPERSEDED SURVEY CONTROL
 HG0920
 HG0920  NAD 83(1997)-  37 35 03.57385(N)    099 28 34.54291(W) AD(       ) 4
 HG0920  NAD 83(1986)-  37 35 03.56843(N)    099 28 34.53943(W) AD(       ) 4
 HG0920  NAD 27      -  37 35 03.49669(N)    099 28 33.11313(W) AD(       ) 3
 HG0920
 HG0920.Superseded values are not recommended for survey control.
 HG0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0920.See file dsdata.txt to determine how the superseded data were derived.
 HG0920
 HG0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5795059803(NAD 83)
 HG0920_MARKER: 53 = ELEVATED TANK
 HG0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0920+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG0920
 HG0920  HISTORY     - Date     Condition        Report By
 HG0920  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG0920  HISTORY     - 20040821 GOOD             USPSQD
 HG0920
 HG0920                          STATION DESCRIPTION
 HG0920
 HG0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0920'THE STATION IS THE BALL ATOP THE TANK WHICH IS IN THE CENTER OF
 HG0920'MULLINVILLE AND APPROXIMATELY 200 FEET SOUTHWEST OF THE POST OFFICE.
 HG0920'
 HG0920'THE TANK IS A METAL STRUCTURE SUPPORTED BY FOUR LEGS AND THE OVERALL
 HG0920'HEIGHT IS 125 FEET.
 HG0920
 HG0920                          STATION RECOVERY (2004)
 HG0920
 HG0920'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HG0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0913 ***********************************************************************
 HG0913  DESIGNATION -  MULLINVILLE NORTH NAT GAS S TK
 HG0913  PID         -  HG0913
 HG0913  STATE/COUNTY-  KS/KIOWA
 HG0913  USGS QUAD   -  MULLINVILLE (1969)
 HG0913
 HG0913                         *CURRENT SURVEY CONTROL
 HG0913  ___________________________________________________________________
 HG0913* NAD 83(1997)-  37 35 15.52515(N)    099 24 47.90311(W)     ADJUSTED  
 HG0913* NAVD 88     -                                                        
 HG0913  ___________________________________________________________________
 HG0913  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 HG0913  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 HG0913
 HG0913  HORZ ORDER  -  THIRD
 HG0913
 HG0913.The horizontal coordinates were established by classical geodetic methods
 HG0913.and adjusted by the National Geodetic Survey in October 1998..
 HG0913
 HG0913
 HG0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0913
 HG0913.The geoid height was determined by GEOID03.
 HG0913
 HG0913;                    North         East     Units Scale Factor Converg.
 HG0913;SPC KS S     -   502,609.553   319,340.092   MT  0.99995241   -0 33 40.5
 HG0913;UTM  14      - 4,160,145.358   463,510.476   MT  0.99961640   -0 15 07.6
 HG0913
 HG0913                          SUPERSEDED SURVEY CONTROL
 HG0913
 HG0913  NAD 83(1997)-  37 35 15.53278(N)    099 24 47.90301(W) AD(       ) 4
 HG0913  NAD 83(1986)-  37 35 15.52841(N)    099 24 47.90005(W) AD(       ) 4
 HG0913  NAD 27      -  37 35 15.46577(N)    099 24 46.48548(W) AD(       ) 3
 HG0913
 HG0913.Superseded values are not recommended for survey control.
 HG0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0913.See file dsdata.txt to determine how the superseded data were derived.
 HG0913
 HG0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6351060145(NAD 83)
 HG0913_MARKER: 51 = TANK
 HG0913
 HG0913  HISTORY     - Date     Condition        Report By
 HG0913  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0913  HISTORY     - 1961     GOOD             CGS
 HG0913
 HG0913                          STATION DESCRIPTION
 HG0913
 HG0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0913'POINT OBSERVED UPON IS THE FINIAL OF TANK BELONGING TO NORTHERN
 HG0913'NATURAL GAS CO., LOCATED 3.2 MILES EAST OF MULLINSVILLE ON U.S.
 HG0913'HIGHWAY 54.  IT WAS ERECTED IN 1931 AND IS APPROXIMATELY 75
 HG0913'FEET HIGH.
 HG0913'
 HG0913'STATION WAS OBSERVED FROM TRIANGULATION STATIONS DAHM, MILLER,
 HG0913'WOODS AND RINEHART.
 HG0913
 HG0913                          STATION RECOVERY (1961)
 HG0913
 HG0913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0913'THE STATION IS THE FINAL ATOP THE SOUTH WATER TANK OF THE NORTHERN
 HG0913'GAS CO.  IT IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE, IT IS
 HG0913'SILVER COLORED AND HAS A MONOGRAM ON THE SOUTH SIDE.
 HG0913'
 HG0913'IT IS ABOUT 75 FEET HIGH AND LOCATED ABOUT 3 MILES EAST OF
 HG0913'MULLINVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0916 ***********************************************************************
 HG0916  DESIGNATION -  MULLINVILLE NORTH NAT GAS N TK
 HG0916  PID         -  HG0916
 HG0916  STATE/COUNTY-  KS/KIOWA
 HG0916  USGS QUAD   -  MULLINVILLE (1969)
 HG0916
 HG0916                         *CURRENT SURVEY CONTROL
 HG0916  ___________________________________________________________________
 HG0916* NAD 83(1997)-  37 35 23.61362(N)    099 24 46.01205(W)     ADJUSTED  
 HG0916* NAVD 88     -                                                        
 HG0916  ___________________________________________________________________
 HG0916  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 HG0916  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 HG0916
 HG0916  HORZ ORDER  -  THIRD
 HG0916
 HG0916.The horizontal coordinates were established by classical geodetic methods
 HG0916.and adjusted by the National Geodetic Survey in October 1998..
 HG0916
 HG0916
 HG0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0916
 HG0916.The geoid height was determined by GEOID03.
 HG0916
 HG0916;                    North         East     Units Scale Factor Converg.
 HG0916;SPC KS S     -   502,858.444   319,388.924   MT  0.99995219   -0 33 39.3
 HG0916;UTM  14      - 4,160,394.425   463,557.948   MT  0.99961636   -0 15 06.5
 HG0916
 HG0916                          SUPERSEDED SURVEY CONTROL
 HG0916
 HG0916  NAD 83(1997)-  37 35 23.62124(N)    099 24 46.01193(W) AD(       ) 4
 HG0916  NAD 83(1986)-  37 35 23.61648(N)    099 24 46.00857(W) AD(       ) 4
 HG0916  NAD 27      -  37 35 23.54913(N)    099 24 44.59069(W) AD(       ) 3
 HG0916
 HG0916.Superseded values are not recommended for survey control.
 HG0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0916.See file dsdata.txt to determine how the superseded data were derived.
 HG0916
 HG0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6355860394(NAD 83)
 HG0916_MARKER: 53 = ELEVATED TANK
 HG0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0916+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG0916
 HG0916  HISTORY     - Date     Condition        Report By
 HG0916  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG0916  HISTORY     - 20040821 GOOD             USPSQD
 HG0916
 HG0916                          STATION DESCRIPTION
 HG0916
 HG0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0916'THE STATION IS THE TOP CENTER OF THE TANK OF THE NORTHERN GAS CO.,
 HG0916'LOCATED ABOUT 3 MILES EAST OF MULLINVILLE, AND ON THE NORTH SIDE OF
 HG0916'U.S. HIGHWAY 54.  IT IS A FOUR LEGGED STEEL STRUCTURE WHICH
 HG0916'SUPPORTS AN OVAL SHAPED TANK, THE STRUCTURE IS PAINTED SILVER AND
 HG0916'HAS AN OVERALL HEIGHT OF 58 FEET.
 HG0916
 HG0916                          STATION RECOVERY (2004)
 HG0916
 HG0916'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HG0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0917 ***********************************************************************
 HG0917  DESIGNATION -  MULLINVILLE NORTH NAT GAS MAST
 HG0917  PID         -  HG0917
 HG0917  STATE/COUNTY-  KS/KIOWA
 HG0917  USGS QUAD   -  MULLINVILLE (1969)
 HG0917
 HG0917                         *CURRENT SURVEY CONTROL
 HG0917  ___________________________________________________________________
 HG0917* NAD 83(1997)-  37 35 25.66197(N)    099 24 52.62379(W)     ADJUSTED  
 HG0917* NAVD 88     -                                                        
 HG0917  ___________________________________________________________________
 HG0917  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 HG0917  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 HG0917
 HG0917  HORZ ORDER  -  THIRD
 HG0917
 HG0917.The horizontal coordinates were established by classical geodetic methods
 HG0917.and adjusted by the National Geodetic Survey in October 1998..
 HG0917
 HG0917
 HG0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0917
 HG0917.The geoid height was determined by GEOID03.
 HG0917
 HG0917;                    North         East     Units Scale Factor Converg.
 HG0917;SPC KS S     -   502,923.179   319,227.352   MT  0.99995213   -0 33 43.4
 HG0917;UTM  14      - 4,160,458.266   463,396.084   MT  0.99961650   -0 15 10.5
 HG0917
 HG0917                          SUPERSEDED SURVEY CONTROL
 HG0917
 HG0917  NAD 83(1997)-  37 35 25.66959(N)    099 24 52.62367(W) AD(       ) 4
 HG0917  NAD 83(1986)-  37 35 25.66481(N)    099 24 52.62030(W) AD(       ) 4
 HG0917  NAD 27      -  37 35 25.59384(N)    099 24 51.20136(W) AD(       ) 3
 HG0917
 HG0917.Superseded values are not recommended for survey control.
 HG0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0917.See file dsdata.txt to determine how the superseded data were derived.
 HG0917
 HG0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6339660458(NAD 83)
 HG0917_MARKER: 42 = RADIO/TV MAST
 HG0917
 HG0917  HISTORY     - Date     Condition        Report By
 HG0917  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG0917
 HG0917                          STATION DESCRIPTION
 HG0917
 HG0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0917'THE STATION IS THE LIGHT ATOP THE MAST OWNED BY THE NORTHERN NATURAL
 HG0917'GAS CO.  IT IS A THREE LEGGED, GUYED, STEEL STRUCTURE PAINTED RED
 HG0917'AND WHITE, AND HAS AN OVERALL HEIGHT OF 310 FEET.
 HG0917'
 HG0917'IT IS LOCATED ABOUT 3 MILES EAST OF MULLINVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1299 ***********************************************************************
 HF1299  DESIGNATION -  MULVANE COOP GRAIN ELEVATOR
 HF1299  PID         -  HF1299
 HF1299  STATE/COUNTY-  KS/SUMNER
 HF1299  USGS QUAD   -  MULVANE (1955)
 HF1299
 HF1299                         *CURRENT SURVEY CONTROL
 HF1299  ___________________________________________________________________
 HF1299* NAD 83(1997)-  37 28 21.12738(N)    097 14 42.56016(W)     ADJUSTED  
 HF1299* NAVD 88     -                                                        
 HF1299  ___________________________________________________________________
 HF1299  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HF1299  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF1299
 HF1299  HORZ ORDER  -  THIRD
 HF1299
 HF1299.The horizontal coordinates were established by classical geodetic methods
 HF1299.and adjusted by the National Geodetic Survey in October 1998..
 HF1299
 HF1299
 HF1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1299
 HF1299.The geoid height was determined by GEOID03.
 HF1299
 HF1299;                    North         East     Units Scale Factor Converg.
 HF1299;SPC KS S     -   490,186.115   510,993.666   MT  0.99996591   +0 46 16.1
 HF1299;UTM  14      - 4,148,740.317   655,173.984   MT  0.99989660   +1 04 04.2
 HF1299
 HF1299                          SUPERSEDED SURVEY CONTROL
 HF1299
 HF1299  NAD 83(1997)-  37 28 21.13209(N)    097 14 42.55533(W) AD(       ) 4
 HF1299  NAD 83(1986)-  37 28 21.13865(N)    097 14 42.55387(W) AD(       ) 4
 HF1299  NAD 27      -  37 28 21.07016(N)    097 14 41.40073(W) AD(       ) 3
 HF1299
 HF1299.Superseded values are not recommended for survey control.
 HF1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1299.See file dsdata.txt to determine how the superseded data were derived.
 HF1299
 HF1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5517448740(NAD 83)
 HF1299_MARKER: 65 = GRAIN ELEVATOR
 HF1299
 HF1299  HISTORY     - Date     Condition        Report By
 HF1299  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1299
 HF1299                          STATION DESCRIPTION
 HF1299
 HF1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1299'THE STATION IS LOCATED IN THE SOUTHWEST PART OF MULVANE.
 HF1299'
 HF1299'THE ELEVATOR IS OF CONCRETE CONSTRUCTION, 120 FEET TO
 HF1299'TOP OF TANKS WITH A 30 FOOT HEADHOUSE.  THE CENTER OF THE
 HF1299'TOP OF HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1297 ***********************************************************************
 HF1297  DESIGNATION -  MULVANE MUNICIPAL TANK
 HF1297  PID         -  HF1297
 HF1297  STATE/COUNTY-  KS/SUMNER
 HF1297  USGS QUAD   -  MULVANE (1955)
 HF1297
 HF1297                         *CURRENT SURVEY CONTROL
 HF1297  ___________________________________________________________________
 HF1297* NAD 83(1997)-  37 28 31.25053(N)    097 14 22.16331(W)     ADJUSTED  
 HF1297* NAVD 88     -                                                        
 HF1297  ___________________________________________________________________
 HF1297  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HF1297  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF1297
 HF1297  HORZ ORDER  -  THIRD
 HF1297
 HF1297.The horizontal coordinates were established by classical geodetic methods
 HF1297.and adjusted by the National Geodetic Survey in October 1998..
 HF1297
 HF1297
 HF1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1297
 HF1297.The geoid height was determined by GEOID03.
 HF1297
 HF1297;                    North         East     Units Scale Factor Converg.
 HF1297;SPC KS S     -   490,504.929   511,490.567   MT  0.99996553   +0 46 28.6
 HF1297;UTM  14      - 4,149,061.678   655,669.194   MT  0.99989850   +1 04 16.8
 HF1297
 HF1297                          SUPERSEDED SURVEY CONTROL
 HF1297
 HF1297  NAD 83(1997)-  37 28 31.25527(N)    097 14 22.15886(W) AD(       ) 4
 HF1297  NAD 83(1986)-  37 28 31.26181(N)    097 14 22.15728(W) AD(       ) 4
 HF1297  NAD 27      -  37 28 31.19437(N)    097 14 21.00503(W) AD(       ) 3
 HF1297
 HF1297.Superseded values are not recommended for survey control.
 HF1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1297.See file dsdata.txt to determine how the superseded data were derived.
 HF1297
 HF1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5566949062(NAD 83)
 HF1297_MARKER: 53 = ELEVATED TANK
 HF1297
 HF1297  HISTORY     - Date     Condition        Report By
 HF1297  HISTORY     - 1940     FIRST OBSERVED   CGS
 HF1297  HISTORY     - 1957     GOOD             CGS
 HF1297  HISTORY     - 19820615 GOOD             NGS
 HF1297  HISTORY     - 19990408 MARK NOT FOUND   USPSQD
 HF1297
 HF1297                          STATION DESCRIPTION
 HF1297
 HF1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1297'STATION IS A BALL AND LIGHT FINIAL ON THE TOP OF THE MULVANE
 HF1297'MUNICIPAL WATER TANK AND IS LOCATED ON E MAIN STREET ABOUT
 HF1297'100 FEET N OF COLLEGE AVENUE.  THE TANK IS PAINTED SILVER WITH
 HF1297'MULVANE IN LARGE BLACK LETTERS ON THE E AND W SIDES.  THE
 HF1297'TANK IS 115 FEET HIGH AND WAS BUILT IN 1910.
 HF1297
 HF1297                          STATION RECOVERY (1957)
 HF1297
 HF1297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1297'THE STATION IS LOCATED IN THE TOWN OF MULVANE, IN THE YARD
 HF1297'OF THE GRADE SCHOOL.
 HF1297'
 HF1297'THE TANK IS A STEEL TANK, PAINTED SILVER WITH MILVANE IN
 HF1297'BLACK LETTERS ON THE SIDE, SUPPORTED BY A FOUR LEGGED STEEL
 HF1297'STRUCTURE AND IS ABOUT 120 FEET HIGH.  THE APEX OF THE ROOF
 HF1297'WAS INTERSECTED.
 HF1297
 HF1297                          STATION RECOVERY (1982)
 HF1297
 HF1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HF1297'THE STATION WAS RECOVERED IN GOOD CONDITION, THE 1957 RECOVERY NOTE
 HF1297'BEING ADEQUITE.
 HF1297
 HF1297                          STATION RECOVERY (1999)
 HF1297
 HF1297'RECOVERY NOTE BY US POWER SQUADRON 1999
 HF1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1298 ***********************************************************************
 HF1298  DESIGNATION -  MULVANE RESET
 HF1298  PID         -  HF1298
 HF1298  STATE/COUNTY-  KS/SEDGWICK
 HF1298  USGS QUAD   -  MULVANE (1955)
 HF1298
 HF1298                         *CURRENT SURVEY CONTROL
 HF1298  ___________________________________________________________________
 HF1298* NAD 83(1997)-  37 28 36.33348(N)    097 13 51.74275(W)     ADJUSTED  
 HF1298* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 HF1298  ___________________________________________________________________
 HF1298  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HF1298  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 HF1298
 HF1298  HORZ ORDER  -  THIRD
 HF1298
 HF1298.The horizontal coordinates were established by classical geodetic methods
 HF1298.and adjusted by the National Geodetic Survey in October 1998..
 HF1298
 HF1298.The orthometric height was scaled from a topographic map.
 HF1298
 HF1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1298
 HF1298.The geoid height was determined by GEOID03.
 HF1298
 HF1298;                    North         East     Units Scale Factor Converg.
 HF1298;SPC KS S     -   490,671.753   512,235.795   MT  0.99996534   +0 46 47.3
 HF1298;UTM  14      - 4,149,232.348   656,413.498   MT  0.99990136   +1 04 35.5
 HF1298
 HF1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1298!SPC KS S     -   0.99994330  x   0.99996534  =   0.99990864
 HF1298!UTM  14      -   0.99994330  x   0.99990136  =   0.99984466
 HF1298
 HF1298|---------------------------------------------------------------------|
 HF1298| PID    Reference Object                     Distance      Geod. Az  |
 HF1298|                                                           dddmmss.s |
 HF1298| AI1256 MULVANE RM 1                         13.879 METERS 01922     |
 HF1298| AI1257 MULVANE RM 2                         10.208 METERS 12814     |
 HF1298| AI1258 MULVANE AZ MK                                      1312647.2 |
 HF1298| HF1346 BELLE PLAINE WICHITA TERM ELEV      APPROX.10.7 KM 2034238.2 |
 HF1298| HF1348 BELLE PLAINE MUNICIPAL TANK         APPROX.10.3 KM 2042727.0 |
 HF1298| HF1299 MULVANE COOP GRAIN ELEVATOR         APPROX. 1.3 KM 2492532.4 |
 HF1298| HF1297 MULVANE MUNICIPAL TANK              APPROX. 0.8 KM 2580942.4 |
 HF1298|---------------------------------------------------------------------|
 HF1298
 HF1298                          SUPERSEDED SURVEY CONTROL
 HF1298
 HF1298  NAD 83(1997)-  37 28 36.33818(N)    097 13 51.73779(W) AD(       ) 3
 HF1298  NAD 83(1986)-  37 28 36.34479(N)    097 13 51.73662(W) AD(       ) 3
 HF1298  NAD 27      -  37 28 36.27641(N)    097 13 50.58523(W) AD(       ) 3
 HF1298
 HF1298.Superseded values are not recommended for survey control.
 HF1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1298.See file dsdata.txt to determine how the superseded data were derived.
 HF1298
 HF1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5641349232(NAD 83)
 HF1298_MARKER: DH = HORIZONTAL CONTROL DISK
 HF1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1298_STAMPING: MULVANE 1957 1982
 HF1298_MARK LOGO: NGS   
 HF1298_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1298+STABILITY: SURFACE MOTION
 HF1298
 HF1298  HISTORY     - Date     Condition        Report By
 HF1298  HISTORY     - 1982     MONUMENTED       NGS
 HF1298
 HF1298                          STATION DESCRIPTION
 HF1298
 HF1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HF1298'THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE FOUND DESTROYED.
 HF1298'REFERENCE MARK 2 WAS FOUND IN APPARENT GOOD CONDITION AS WAS THE
 HF1298'UNDERGROUND STATION MARK.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 HF1298'FOUND AND IS BELIEVED DESTROYED BY ROAD CONSTRUCTION.  A NEW SURFACE
 HF1298'MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK, REFERENCE MARK 3 WAS
 HF1298'ESTABLISHED AND AN AZIMUTH MARK 2 WAS ESTABLISHED.  THE DISTANCE TO
 HF1298'REFERENCE MARK 2 WAS 0.007 METER (0.023 FT) LONGER AND THE DIRECTION
 HF1298'WAS 21 MINUTES SMALLER THAN 1957 DATA.  A NEW DESCRIPTION FOLLOWS. THE
 HF1298'STATION IS LOCATED AT THE EAST EDGE OF MULVANE AND ON THE SOUTH
 HF1298'RIGHT-OF-WAY OF STATE HIGHWAY 15, AT AN OVERPASS BRIDGE OVER THE SANTA
 HF1298'FE RAILROAD AND 0.16 KM (0.10 MI) NORTHWEST OF THE JUNCTION OF STATE
 HF1298'HIGHWAY 15 AND 53.  THE STATION IS A STANDARD NGS DISK
 HF1298'STAMPED---MULVANE 1957 1982---, SET INTO THE TOP OF A ROUND CONCRETE
 HF1298'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH THE GROUND. THE
 HF1298'STATION IS LOCATED 9.75 METERS (31.99 FT) NORTHWEST FROM THE SOUTH
 HF1298'CORNER OF THE NORTHWEST BRIDGE ABUTMENT, 6.7 METERS (22.0 FT)
 HF1298'SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 0.49 METERS (1.61 FT)
 HF1298'SOUTHEAST FROM A WITNESS POST.  REFERENCE MARK NO 2 IS A STANDARD CGS
 HF1298'DISK STAMPED---MULVANE NO 2 1957---, CEMENTED INTO A DRILL HOLE IN THE
 HF1298'SOUTH CORNER OF THE NORTHWEST OVERPASS BRIDGE CONCRETE GUARD RAIL.
 HF1298'THE STATION IS LOCATED 5.6 METERS (18.4 FT) SOUTHWEST FROM THE
 HF1298'CENTERLINE OF THE HIGHWAY, AND 0.3 METERS (1.0 FT) HIGHER THAN THE
 HF1298'STATION.  REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED---MULVANE
 HF1298'1957 NO 3 1982---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12
 HF1298'INCHES (30 CM) ON SIDE, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.
 HF1298'THE STATION IS LOCATED 15.48 METERS (50.79 FT) NORTHWEST FROM THE
 HF1298'NORTH CORNER OF THE NORTHWEST BRIDGE ABUTMENT, 5.9 METERS (19.4 FT)
 HF1298'NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY.  AZIMUTH MARK NO 2 IS A
 HF1298'STANDARD NGS DISK STAMPED---MULVANE 1957 NO 2 1982---, CEMENTED INTO A
 HF1298'DRILL HOLE AT THE SOUTHEAST CORNER OF THE SOUTHWEST HEADWALL OF A
 HF1298'CONCRETE CULVERT UNDER STATE HIGHWAY 15.  THE STATION IS LOCATED 8.7
 HF1298'METERS (28.5 FT) SOUTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 8.12
 HF1298'METERS (26.64 FT) NORTHEAST FROM A POWERLINE POLE.  TO REACH THE
 HF1298'AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE HIGHWAY FOR 1.28 TO
 HF1298'THE MARK ON THE RIGHT, AT A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0918 ***********************************************************************
 KF0918  DESIGNATION -  MUNDEN MUNICIPAL TANK
 KF0918  PID         -  KF0918
 KF0918  STATE/COUNTY-  KS/REPUBLIC
 KF0918  USGS QUAD   -  MUNDEN (1968)
 KF0918
 KF0918                         *CURRENT SURVEY CONTROL
 KF0918  ___________________________________________________________________
 KF0918* NAD 83(1997)-  39 54 50.81717(N)    097 32 20.35640(W)     ADJUSTED  
 KF0918* NAVD 88     -                                                        
 KF0918  ___________________________________________________________________
 KF0918  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 KF0918  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 KF0918
 KF0918  HORZ ORDER  -  THIRD
 KF0918
 KF0918.The horizontal coordinates were established by classical geodetic methods
 KF0918.and adjusted by the National Geodetic Survey in October 1998..
 KF0918
 KF0918
 KF0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0918
 KF0918.The geoid height was determined by GEOID03.
 KF0918
 KF0918;                    North         East     Units Scale Factor Converg.
 KF0918;SPC KS N     -   175,593.819   439,417.648   MT  1.00002383   +0 17 30.1
 KF0918;SPC NE       -    11,964.660   710,398.347   MT  1.00003990   +1 37 51.3
 KF0918;UTM  14      - 4,419,246.641   624,870.076   MT  0.99979196   +0 56 15.2
 KF0918
 KF0918                          SUPERSEDED SURVEY CONTROL
 KF0918
 KF0918  NAD 83(1997)-  39 54 50.81780(N)    097 32 20.35671(W) AD(       ) 4
 KF0918  NAD 83(1986)-  39 54 50.82239(N)    097 32 20.35605(W) AD(       ) 4
 KF0918  NAD 27      -  39 54 50.78600(N)    097 32 19.21300(W) AD(       ) 3
 KF0918
 KF0918.Superseded values are not recommended for survey control.
 KF0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0918.See file dsdata.txt to determine how the superseded data were derived.
 KF0918
 KF0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK2487019247(NAD 83)
 KF0918_MARKER: 53 = ELEVATED TANK
 KF0918
 KF0918  HISTORY     - Date     Condition        Report By
 KF0918  HISTORY     - 1935     FIRST OBSERVED   CGS
 KF0918  HISTORY     - 1947     GOOD             CGS
 KF0918  HISTORY     - 1950     GOOD             CGS
 KF0918  HISTORY     - 1965     GOOD             CGS
 KF0918
 KF0918                          STATION DESCRIPTION
 KF0918
 KF0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0918'OBJECT OBSERVED UPON WAS THE FINIAL OF A LARGE TANK LOCATED IN THE
 KF0918'TOWN OF MUNDEN, APPARENTLY THE MUNICIPAL WATER SUPPLY TANK.
 KF0918'STATION WAS OFF SCHEME AND NOT VISITED.
 KF0918'
 KF0918'OBSERVED UPON FROM STATIONS HOFF, MERIDIAN, AND GLAD.
 KF0918
 KF0918                          STATION RECOVERY (1947)
 KF0918
 KF0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0918'THE STATION IS LOCATED IN THE NORTH-WEST EDGE OF THE TOWN, 115 FEET
 KF0918'NORTH OF AN EAST-WEST STREET AND 300 FEET WEST OF MAIN STREET.
 KF0918'THE TANK PROPER IS SUPPORTED BY A 4 LEGGED TRUSWORK STRUCTURE.  IT
 KF0918'HAS A CONICAL SHAPED ROOF WITH A BALL AT ITS APEX.  THE OVERALL
 KF0918'HEIGHT IS APPROXIMATELY 115 FEET.  THE POINT OBSERVED UPON WAS
 KF0918'THE BALL AT THE APEX OF THE WATER TANK.
 KF0918'
 KF0918'THIS IS PROBABLY THE SAME STATION AS LOCATED IN 1935.
 KF0918
 KF0918                          STATION RECOVERY (1950)
 KF0918
 KF0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0918'THE STATION IS LOCATED IN THE CITY PARK OF MUNDEN, 170 FEET
 KF0918'WEST OF THE MAIN STREET IN MUNDEN AND 100 FEET NORTH OF EAST-WEST
 KF0918'STREET.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A TANK AT
 KF0918'THE TOP WITH AN OVERALL HEIGHT OF 110 FEET.  THE POINT OBSERVED
 KF0918'UPON WAS A BALL AT THE APEX OF THE TANK.
 KF0918'
 KF0918'PROBABLY SAME AS STATION LOCATED IN 1935.
 KF0918
 KF0918                          STATION RECOVERY (1965)
 KF0918
 KF0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0918'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0919 ***********************************************************************
 KF0919  DESIGNATION -  MUNDEN RESET
 KF0919  PID         -  KF0919
 KF0919  STATE/COUNTY-  KS/REPUBLIC
 KF0919  USGS QUAD   -  BELLEVILLE SE (1966)
 KF0919
 KF0919                         *CURRENT SURVEY CONTROL
 KF0919  ___________________________________________________________________
 KF0919* NAD 83(1997)-  39 51 23.07416(N)    097 32 16.61112(W)     ADJUSTED  
 KF0919* NAVD 88     -       496.22   (+/-2cm)    1628.0    (feet)  VERTCON   
 KF0919  ___________________________________________________________________
 KF0919  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 KF0919  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 KF0919
 KF0919  HORZ ORDER  -  SECOND
 KF0919  VERT ORDER  -  THIRD ? (See Below)
 KF0919
 KF0919.The horizontal coordinates were established by classical geodetic methods
 KF0919.and adjusted by the National Geodetic Survey in October 1998..
 KF0919
 KF0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF0919.The vertical order pertains to the NGVD 29 superseded value.
 KF0919
 KF0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0919
 KF0919.The geoid height was determined by GEOID03.
 KF0919
 KF0919;                    North         East     Units Scale Factor Converg.
 KF0919;SPC KS N     -   169,186.959   439,539.293   MT  1.00001267   +0 17 32.5
 KF0919;SPC NE       -     5,562.164   710,669.709   MT  1.00006794   +1 37 53.7
 KF0919;UTM  14      - 4,412,843.004   625,063.827   MT  0.99979256   +0 56 13.6
 KF0919
 KF0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0919!SPC KS N     -   0.99992636  x   1.00001267  =   0.99993903
 KF0919!SPC NE       -   0.99992636  x   1.00006794  =   0.99999429
 KF0919!UTM  14      -   0.99992636  x   0.99979256  =   0.99971893
 KF0919
 KF0919:                Primary Azimuth Mark                     Grid Az
 KF0919:SPC KS N     -  NARKA MUNICIPAL STANDPIPE                039 11 55.8
 KF0919:SPC NE       -  NARKA MUNICIPAL STANDPIPE                037 51 34.6
 KF0919:UTM  14      -  NARKA MUNICIPAL STANDPIPE                038 33 14.7
 KF0919
 KF0919|---------------------------------------------------------------------|
 KF0919| PID    Reference Object                     Distance      Geod. Az  |
 KF0919|                                                           dddmmss.s |
 KF0919| KF0835 NARKA MUNICIPAL STANDPIPE           APPROX.14.9 KM 0392928.3 |
 KF0919| KF0826 MAHASKA MUNICIPAL STANDPIPE         APPROX.21.4 KM 0474510.0 |
 KF0919| KF0829 HADDAM MUNICIPAL TANK               APPROX.19.6 KM 0894856.0 |
 KF0919| KF0832 CUBA MUNICIPAL TANK                 APPROX. 9.3 KM 1300257.3 |
 KF0919| CO1902 MUNDEN AZ MK                                       1822148.6 |
 KF0919| CO1903 MUNDEN AZ MK RESET                                 1824733.1 |
 KF0919| KF0925 BELLEVILLE ST EDWARDS CATH CH       APPROX. 8.4 KM 2435524.9 |
 KF0919| CO1904 MUNDEN RM 1                          22.595 METERS 24941     |
 KF0919| KF0923 BELLEVILLE MUNICIPAL STANDPIPE      APPROX. 8.5 KM 2513028.7 |
 KF0919| CO1906 MUNDEN RM 3                          34.010 METERS 32658     |
 KF0919| CO1905 MUNDEN RM 2                          34.195 METERS 32748     |
 KF0919| KF0918 MUNDEN MUNICIPAL TANK               APPROX. 6.4 KM 3591216.6 |
 KF0919|---------------------------------------------------------------------|
 KF0919
 KF0919                          SUPERSEDED SURVEY CONTROL
 KF0919
 KF0919  NAD 83(1997)-  39 51 23.07548(N)    097 32 16.61074(W) AD(       ) 2
 KF0919  NAD 83(1986)-  39 51 23.07968(N)    097 32 16.61057(W) AD(       ) 2
 KF0919  NAD 27      -  39 51 23.05800(N)    097 32 15.46400(W) AD(       ) 2
 KF0919  NGVD 29 (07/19/86)  496.06   (m)         1627.5    (f) LEVELING    3  
 KF0919
 KF0919.Superseded values are not recommended for survey control.
 KF0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0919.See file dsdata.txt to determine how the superseded data were derived.
 KF0919
 KF0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK2506412843(NAD 83)
 KF0919_MARKER: DS = TRIANGULATION STATION DISK
 KF0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0919
 KF0919  HISTORY     - Date     Condition        Report By
 KF0919  HISTORY     - 1950     MONUMENTED       CGS
 KF0919  HISTORY     - 1963     SEE DESCRIPTION  CGS
 KF0919
 KF0919                          STATION DESCRIPTION
 KF0919
 KF0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0919'THE STATION IS LOCATED ABOUT 5.0 MILES EAST AND 2.0 MILES NORTH OF
 KF0919'BELLEVILLE, 4.0 MILES SOUTH OF MUNDEN AND 0.5 MILE SOUTH OF ST.
 KF0919'GEORGES CATHOLIC CHURCH ON LAND OWNED BY MR. CHARLEY HERMAN.  IT
 KF0919'IS 57 FEET NORTH OF THE CENTER OF GRAVELED ROAD, 34 FEET EAST OF
 KF0919'THE CENTER OF COUNTY ROAD NO. 803 AND 1.5 FEET NORTHWEST OF
 KF0919'WITNESS POST.  IT IS STAMPED MUNDEN 1950 AND SET FLUSH WITH THE
 KF0919'SURFACE OF THE GROUND.
 KF0919'
 KF0919'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 39 FEET
 KF0919'WEST OF THE CENTER OF COUNTY ROAD NO. 803, 32 FEET NORTH OF THE
 KF0919'CENTER OF GRAVELED ROAD, 10 FEET WEST OF FENCE CORNER, 2 FEET
 KF0919'EAST OF TELEPHONE POLE AND 1.5 FEET SOUTH OF EAST-WEST FENCE LINE.
 KF0919'IT IS STAMPED MUNDEN NO 1 1950 AND SET FLUSH WITH THE SURFACE OF
 KF0919'THE GROUND.
 KF0919'
 KF0919'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 26 FEET WEST OF
 KF0919'THE CENTER OF COUNTY ROAD NO. 803, 1.5 FEET SOUTH-SOUTHEAST OF
 KF0919'POWER LINE POLE AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT
 KF0919'IS STAMPED MUNDEN NO 2 1950 AND PROJECTS 2 INCHES.
 KF0919'
 KF0919'THE DISTANCE FROM REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 KF0919'121.0 FEET.
 KF0919'
 KF0919'THE AZIMUTH MARK IS SOUTH OF THE STATION, 28 FEET WEST OF THE
 KF0919'CENTER OF COUNTY ROAD NO. 803, 2 FEET NORTHEAST OF POWER LINE POLE,
 KF0919'1.5 FEET NORTH OF WITNESS POST AND 1 FOOT EAST OF NORTH-SOUTH
 KF0919'FENCE LINE.  IT IS STAMPED MUNDEN 1950 AND PROJECTS 7 INCHES.
 KF0919'
 KF0919'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON COUNTY
 KF0919'ROAD 803 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 KF0919'DESCRIBED.
 KF0919'
 KF0919'TO REACH THE STATION FROM THE MAIN CROSS STREETS IN MUNDEN, GO
 KF0919'SOUTH ON COUNTY ROAD 803 FOR 4.2 MILES TO CROSSROAD AND
 KF0919'STATION IN NORTHEAST ANGLE AS DESCRIBED.
 KF0919'
 KF0919'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF0919
 KF0919                          STATION RECOVERY (1963)
 KF0919
 KF0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0919'THIS STATION WAS RECOVERED AS DESCRIBED, BUT THE STATION MARK HAD
 KF0919'BEEN HIT BY ROAD MACHINERY, REFERENCE MARK NO. 2 WAS DESTROYED,
 KF0919'AND ROAD CONSTRUCTION WORK WOULD DESTROY THE AZIMUTH MARK, SO IT
 KF0919'WAS MOVED.  FOLLOWING IS A COMPLETE DESCRIPTION.  THE STATION MARK
 KF0919'WAS STRAIGHTENED AND REPAIRED, AND REFERENCE MARK NO. 3 WAS
 KF0919'ESTABLISHED.
 KF0919'
 KF0919'STATION IS LOCATED ABOUT 5 MILES EAST-NORTHEAST OF BELLEVILLE AND
 KF0919'4 MILES SOUTH OF MUNDEN IN THE NORTHEAST ANGLE OF CROSSROADS, 57
 KF0919'FEET NORTH OF THE CENTER OF EAST-WEST GRADED ROAD, 32 FEET EAST OF
 KF0919'THE CENTER OF MACADAM ROAD, 30 FEET NORTHWEST OF A TELEPHONE POLE,
 KF0919'AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST SIGN.  THE MARK
 KF0919'PROJECTS 6 INCHES AND THE DISK IS STAMPED MUNDEN 1950.
 KF0919'
 KF0919'TO REACH THE STATION FROM THE MAIN CROSSROADS IN THE TOWN OF
 KF0919'MUNDEN, GO SOUTH ON A HARD-SURFACED ROAD FOR 4.0 MILES TO
 KF0919'CROSSROADS AND THE STATION AS DESCRIBED ON THE LEFT.
 KF0919'
 KF0919'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 39 FEET
 KF0919'WEST OF THE CENTER OF MACADAM ROAD, 32 FEET NORTH OF THE CENTER OF
 KF0919'GRAVEL ROAD, 6 FEET WEST OF FENCE CORNER, 2 FEET EAST-NORTHEAST OF
 KF0919'A TELEPHONE POLE, AND 1 FOOT NORTH OF FENCE.  THE MARK IS FLUSH
 KF0919'WITH THE GROUND, AND THE DISK IS STAMPED MUNDEN NO 1 1950.
 KF0919'
 KF0919'REFERENCE MARK NO. 3 IS NORTH-NORTHWEST OF THE STATION, 31 FEET
 KF0919'WEST OF THE CENTER OF A HARD-SURFACED ROAD, 3 FEET SOUTH OF A
 KF0919'POWER POLE, AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 6
 KF0919'INCHES AND THE DISK IS STAMPED MUNDEN NO 3 1963.
 KF0919'
 KF0919'AZIMUTH MARK (RESET) IS 0.25 MILE SOUTH OF THE STATION, 215 FEET
 KF0919'SOUTH-SOUTHWEST OF A NORTHWEST FENCE CORNER AROUND A PASTURE ON
 KF0919'THE EAST SIDE OF ROAD, 89 FEET WEST OF A FENCE ALONG THE EAST
 KF0919'SIDE OF ROAD, 40 FEET WEST OF THE CENTER OF MACADAM ROAD, AND 1
 KF0919'FOOT NORTH OF A NEW STEEL WITNESS POST.  THE MARK PROJECTS 4
 KF0919'INCHES AND THE DISK IS STAMPED MUNDEN 1950 RESET 1963.
 KF0919'
 KF0919'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 KF0919'HARD-SURFACED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 KF0919'RIGHT AS DESCRIBED.
 KF0919'
 KF0919'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1188 ***********************************************************************
 KE1188  DESIGNATION -  MUNGER
 KE1188  PID         -  KE1188
 KE1188  STATE/COUNTY-  KS/DONIPHAN
 KE1188  USGS QUAD   -  WATHENA (1961)
 KE1188
 KE1188                         *CURRENT SURVEY CONTROL
 KE1188  ___________________________________________________________________
 KE1188* NAD 83(1997)-  39 46 50.42520(N)    094 56 21.13611(W)     ADJUSTED  
 KE1188* NAVD 88     -       299.     (meters)     981.     (feet)  VERTCON   
 KE1188  ___________________________________________________________________
 KE1188  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 KE1188  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 KE1188
 KE1188  HORZ ORDER  -  SECOND
 KE1188
 KE1188.The horizontal coordinates were established by classical geodetic methods
 KE1188.and adjusted by the National Geodetic Survey in October 1998..
 KE1188
 KE1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1188
 KE1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1188
 KE1188.The geoid height was determined by GEOID03.
 KE1188
 KE1188;                    North         East     Units Scale Factor Converg.
 KE1188;SPC KS N     -   165,107.911   662,157.408   MT  0.99999957   +1 56 11.8
 KE1188;SPC MO W     -   401,209.250   812,377.063   MT  0.99995860   -0 16 51.7
 KE1188;UTM  15      - 4,405,213.127   333,935.899   MT  0.99993952   -1 14 27.9
 KE1188
 KE1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1188!SPC KS N     -   0.99995806  x   0.99999957  =   0.99995763
 KE1188!SPC MO W     -   0.99995806  x   0.99995860  =   0.99991666
 KE1188!UTM  15      -   0.99995806  x   0.99993952  =   0.99989758
 KE1188
 KE1188:                Primary Azimuth Mark                     Grid Az
 KE1188:SPC KS N     -  ST JOSEPH AIRPORT WATER TANK             097 05 20.3
 KE1188:SPC MO W     -  ST JOSEPH AIRPORT WATER TANK             099 18 23.8
 KE1188:UTM  15      -  ST JOSEPH AIRPORT WATER TANK             100 16 00.0
 KE1188
 KE1188|---------------------------------------------------------------------|
 KE1188| PID    Reference Object                     Distance      Geod. Az  |
 KE1188|                                                           dddmmss.s |
 KE1188| KE1555 ST JOSEPH AIRPORT WATER TANK        APPROX. 3.4 KM 0990132.1 |
 KE1188| CL7517 S ST JOSEPH WATER TANK                             1324816.9 |
 KE1188|---------------------------------------------------------------------|
 KE1188
 KE1188                          SUPERSEDED SURVEY CONTROL
 KE1188
 KE1188  NAD 83(1986)-  39 46 50.42792(N)    094 56 21.13249(W) AD(       ) 2
 KE1188  NAD 27      -  39 46 50.45246(N)    094 56 20.24242(W) AD(       ) 2
 KE1188  NGVD 29 (07/19/86)  299.     (m)          981.     (f) VERT ANG       
 KE1188
 KE1188.Superseded values are not recommended for survey control.
 KE1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1188.See file dsdata.txt to determine how the superseded data were derived.
 KE1188
 KE1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE3393605213(NAD 83)
 KE1188_MARKER: DD = SURVEY DISK
 KE1188_SETTING: 0 = UNSPECIFIED SETTING
 KE1188_STAMPING: MUNGER 1974
 KE1188_MARK LOGO: USE   
 KE1188_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KE1188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1188
 KE1188  HISTORY     - Date     Condition        Report By
 KE1188  HISTORY     - 1974     MONUMENTED       USE
 KE1188  HISTORY     - 19780802 GOOD             NGS
 KE1188
 KE1188                          STATION DESCRIPTION
 KE1188
 KE1188'DESCRIBED BY US ENGINEERS 1974
 KE1188'DONIPHAN CO., KANSAS, T-3-S, R-22-E.  ABOUT 1200 FT S. AND 1800
 KE1188'FT E. OF THE NW. CORNER OF SECTION 22 ON PROPERTY OWNED BY
 KE1188'MR. ROY MUNGER.  THE STATION IS LOCATED ON TOP OF THE HIGHEST
 KE1188'POINT AT THE INTERSECTION OF TWO PROMINENT RIDGES AND ABOUT
 KE1188'500 FT SW. OF HOUSE.  A C OF E DISC STAMPED MUNGER-1974, AND
 KE1188'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KE1188'GROUND.  MR. MUNGER GAVE VERBAL PERMISSION TO SET THIS STATION.
 KE1188'
 KE1188'TO REACH--FROM THE INTERSECTION OF HIGHWAY 36 AND 4TH ST. IN
 KE1188'WATHENA, KS., GO NORTH ON 4TH ST. FOR .5 MILE, TURN LEFT AND
 KE1188'GO .9 MILE TO A GRAVEL ROAD RIGHT.  THENCE RIGHT .35 MILE TO
 KE1188'DRIVEWAY RIGHT AND STATION LOCATED ON THE RIGHT AT THE TOP OF
 KE1188'THE HILL.
 KE1188'
 KE1188'REFERENCES--1.46 FT E. TO STEEL POST AND SIGN.
 KE1188'
 KE1188'1.54 FT W. TO STEEL POST AND SIGN.
 KE1188
 KE1188                          STATION RECOVERY (1978)
 KE1188
 KE1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RLW)
 KE1188'FOUND STATION IN GOOD SHAPE.  TO REACH DIRECTIONS ON STATION
 KE1188'DESCRIPTION ARE IN ERROR. A NEW TO REACH FOLLOWS- TO REACH FROM THE
 KE1188'INTERSECTION OF HIGHWAY 36 AND 4TH STREET IN WATHENA, KANSAS, GO NORTH
 KE1188'ON 4TH STREET FOR 0.50 MI (0.80 KM) TO SHERMAN STREET, TURN RIGHT AND
 KE1188'GO EAST ON SHERMAN STREET FOR 0.09 MI (0.14 KM) TO A GRAVEL ROAD NORTH
 KE1188'ON LEFT, TURN LEFT AND GO NORTHERLY 1.00 MI (1.61 KM) TO A T JUNCTION,
 KE1188'TURN RIGHT AND GO EAST 0.33 MI (0.53 KM) TO A DRIVEWAY ENTRANCE ON
 KE1188'RIGHT, ENTER DRIVE AND GO EASTERLY AND SOUTHERLY TO HOUSE.  STATION IS
 KE1188'LOCATED ON THE RIGHT AT THE TOP OF THE HILL. DISTANCES AND DIRECTIONS
 KE1188'TO AZIMUTH MARK, REFERENCE MARKS AND PROMINENT OBJECTS CAN BE SEEN
 KE1188'FROM THE GROUND AT THE STATION. DETAILED DESCRIPTION- DONIPHAN CO,
 KE1188'KANSAS, T-3-S, R-22-E.  ABOUT 1200 FT (365.8 M) S AND 1800 FT (548.6
 KE1188'M) E OF THE NW CORNER OF SECTION 22 ON PROPERTY OWNED BY MR ROY
 KE1188'MUNGER. THE STATION IS LOCATED ON TOP OF THE HIGHEST POINT AND THE
 KE1188'INTERSECTION OF TWO PROMINENT RIDGES AND ABOUT 500 FT (152.4 M) SW OF
 KE1188'HOUSE.  A C OF E DISK STAMPED MUNGER 1974, AND SET IN THE TOP OF A
 KE1188'CONCRETE POST FLUSH WITH THE GROUND. MR MUNGER GAVE VERBAL PERMISSION
 KE1188'TO SET THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0981 ***********************************************************************
 HF0981  DESIGNATION -  MURDOCK
 HF0981  PID         -  HF0981
 HF0981  STATE/COUNTY-  KS/KINGMAN
 HF0981  USGS QUAD   -  MURDOCK (1965)
 HF0981
 HF0981                         *CURRENT SURVEY CONTROL
 HF0981  ___________________________________________________________________
 HF0981* NAD 83(1997)-  37 37 05.70407(N)    097 56 02.22626(W)     ADJUSTED  
 HF0981* NAVD 88     -       470.195  (meters)    1542.63   (feet)  ADJUSTED  
 HF0981  ___________________________________________________________________
 HF0981  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 HF0981  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 HF0981  DYNAMIC HT  -         469.816 (meters)    1541.39  (feet)  COMP
 HF0981  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 HF0981
 HF0981  HORZ ORDER  -  SECOND
 HF0981  VERT ORDER  -  SECOND    CLASS 0
 HF0981
 HF0981.The horizontal coordinates were established by classical geodetic methods
 HF0981.and adjusted by the National Geodetic Survey in October 1998..
 HF0981
 HF0981.The orthometric height was determined by differential leveling
 HF0981.and adjusted by the National Geodetic Survey in June 1991..
 HF0981
 HF0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0981
 HF0981.The geoid height was determined by GEOID03.
 HF0981
 HF0981.The dynamic height is computed by dividing the NAVD 88
 HF0981.geopotential number by the normal gravity value computed on the
 HF0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0981.degrees latitude (g = 980.6199 gals.).
 HF0981
 HF0981.The modeled gravity was interpolated from observed gravity values.
 HF0981
 HF0981;                    North         East     Units Scale Factor Converg.
 HF0981;SPC KS S     -   505,762.862   449,971.199   MT  0.99994949   +0 20 52.3
 HF0981;UTM  14      - 4,163,994.843   594,080.686   MT  0.99970902   +0 39 02.7
 HF0981
 HF0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0981!SPC KS S     -   0.99993067  x   0.99994949  =   0.99988016
 HF0981!UTM  14      -   0.99993067  x   0.99970902  =   0.99963971
 HF0981
 HF0981|---------------------------------------------------------------------|
 HF0981| PID    Reference Object                     Distance      Geod. Az  |
 HF0981|                                                           dddmmss.s |
 HF0981| HF0983 MURDOCK RM 1                         32.236 METERS 00152     |
 HF0981| HF1444 CHENEY MUNICIPAL TANK               APPROX.13.2 KM 0831628.3 |
 HF0981| CL5816 MURDOCK AZ MK                                      0895834.9 |
 HF0981| CL5818 MURDOCK RM 2                         41.026 METERS 27038     |
 HF0981| CL5817 MURDOCK AZ MK RESET                                2704141.4 |
 HF0981| HF0982 MURDOCK RM 3                         17.559 METERS 29635     |
 HF0981|---------------------------------------------------------------------|
 HF0981
 HF0981                          SUPERSEDED SURVEY CONTROL
 HF0981
 HF0981  NAD 83(1997)-  37 37 05.71059(N)    097 56 02.22766(W) AD(       ) 2
 HF0981  NAD 83(1986)-  37 37 05.71257(N)    097 56 02.22448(W) AD(       ) 2
 HF0981  NAD 27      -  37 37 05.65974(N)    097 56 01.02602(W) AD(       ) 2
 HF0981  NGVD 29 (??/??/92)  470.044  (m)         1542.14   (f) ADJ UNCH    2 0
 HF0981
 HF0981.Superseded values are not recommended for survey control.
 HF0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0981.See file dsdata.txt to determine how the superseded data were derived.
 HF0981
 HF0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9408163995(NAD 83)
 HF0981_MARKER: DS = TRIANGULATION STATION DISK
 HF0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0981_STAMPING: MURDOCK 1957
 HF0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0981+STABILITY: SURFACE MOTION
 HF0981
 HF0981  HISTORY     - Date     Condition        Report By
 HF0981  HISTORY     - 1957     MONUMENTED       CGS
 HF0981  HISTORY     - 1962     GOOD             CGS
 HF0981  HISTORY     - 1962     GOOD             NGS
 HF0981  HISTORY     - 1963     SEE DESCRIPTION  USGS
 HF0981
 HF0981                          STATION DESCRIPTION
 HF0981
 HF0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF0981'STATION IS LOCATED, AIRLINE, ABOUT 8 MILES WEST OF CHENEY,
 HF0981'1/2 MILE NORTH NORTHWEST OF MURDOCK AND ON THE HIGHEST PART
 HF0981'OF A NORTH-SOUTH RIDGE AND CULTIVATED FIELD OWNED BY GEORGE
 HF0981'J. CLOUSE.
 HF0981'
 HF0981'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE
 HF0981'IN MURDOCK, GO NORTH ON A SURFACED ROAD FOR 0.55 MILE TO
 HF0981'A T INTERSECTION, TURN LEFT, WEST, AND GO 0.15 MILE TO THE
 HF0981'CREST OF THE RIDGE AND GATES ON BOTH SIDES OF THE ROAD.  THE
 HF0981'STATION IS ON THE LEFT, SOUTH, SIDE OF THE ROAD.
 HF0981'
 HF0981'STATION MARK, STAMPED MURDOCK 1957, IS A STANDARD DISK SET
 HF0981'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST 12 INCHES BELOW
 HF0981'THE GROUND.  IT IS 14 FEET SOUTH OF A WITNESS POST WHICH
 HF0981'IS 1 FOOT SOUTH OF THE EAST GATE POST.
 HF0981'
 HF0981'REFERENCE MARK NUMBER 1, STAMPED MURDOCK NO 1 1957, IS A
 HF0981'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 HF0981'POST THAT IS FLUSH WITH THE GROUND AND AT ABOUT THE SAME
 HF0981'ELEVATION AS THE STATION.  IT IS 12 FEET EAST OF THE CENTERLINE
 HF0981'OF THE DRIVEWAY AND 10 FEET NORTH OF THE FENCELINE.
 HF0981'
 HF0981'REFERENCE MARK NUMBER 2, STAMPED MURDOCK NO 2 1957, IS A
 HF0981'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 HF0981'POST 12 INCHES BELOW THE GROUND AND AT ABOUT THE SAME ELEVATION
 HF0981'AS THE STATION.  IT IS 15 FEET SOUTH OF THE FENCELINE.
 HF0981'
 HF0981'AZIMUTH MARK, STAMPED MURDOCK 1957, IS A STANDARD DISK SET
 HF0981'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH
 HF0981'THE GROUND, 46 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 HF0981'14 FEET SOUTH SOUTHWEST OF A TELEPHONE POLE AND JUST SOUTH
 HF0981'OF A CONCRETE CULVERT.  TO REACH FROM THE STATION, GO EAST
 HF0981'FOR 0.4 MILE TO A ROAD INTO THE FIELD ON THE RIGHT, SOUTH,
 HF0981'SIDE OF THE HIGHWAY AND THE AZIMUTH MARK.
 HF0981'
 HF0981'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HF0981
 HF0981                          STATION RECOVERY (1962)
 HF0981
 HF0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0981'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 HF0981'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 HF0981'CONDITION.  THE DIRECTION TO ALL MARKS WERE VERIFIED.  THE
 HF0981'DISTANCE TO REFERENCE MARK NO. 1 MISSED THE 1957 MEASUREMENT
 HF0981'BY .07 FOOT.  THE DISTANCE TO REFERENCE MARK NO. 2 MISSED
 HF0981'THE 1957 MEASUREMENT BY .03 FOOT.  THE PROPERTY OWNER REQUESTED
 HF0981'TO THIS PARTY FOR US TO MOVE THE AZIMUTH MARK, THE MARK
 HF0981'WAS DESTROYED BY THIS PARTY.
 HF0981'
 HF0981'A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3 WAS ESTABLISHED
 HF0981'BY THIS PARTY.
 HF0981'
 HF0981'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HF0981'
 HF0981'THE STATION IS ABOUT 8 MILES WEST OF CHENEY, 1/2 MILE NORTH
 HF0981'OF THE VILLAGE OF MURDOCK, ON THE SOUTH SIDE OF A BLACKTOP
 HF0981'ROAD, ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE AND IN
 HF0981'PASTURE LAND OWNED BY MR. DEAN CLOUSE.
 HF0981'
 HF0981'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE
 HF0981'OF MURDOCK, GO NORTH ON A BLACKTOP ROAD FOR 0.6 MILE TO
 HF0981'A T-INTERSECTION.  TURN LEFT, WEST, ON A BLACKTOP ROAD FOR
 HF0981'0.15 MILE TO A FIELD ENTRANCE ON THE LEFT AND THE STATION
 HF0981'ON THE LEFT.
 HF0981'
 HF0981'STATION MARK, A STANDARD DISK STAMPED MURDOCK 1957, IS SET
 HF0981'IN SQUARE CONCRETE POST WHICH IS 14 INCHES BELOW THE SURFACE
 HF0981'OF THE GROUND.  IT IS 56 FEET SOUTH OF THE CENTER OF THE
 HF0981'BLACKTOP ROAD AND 24 FEET SOUTH OF A METAL WITNESS POST.
 HF0981'THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 HF0981'
 HF0981'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MURDOCK NO
 HF0981'1 1957, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HF0981'WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET NORTH OF
 HF0981'THE CENTER OF THE BLACKTOP ROAD, 31 FEET NORTHWEST OF A
 HF0981'T-FENCE CORNER POST, 24 FEET EAST OF THE CENTER OF A GRAVELED
 HF0981'DRIVEWAY AND 18 FEET NORTH OF A FENCE.
 HF0981'
 HF0981'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MURDOCK NO
 HF0981'2 1957, IS SET IN A SQUARE CONCRETE POST WHICH IS 14 INCHES
 HF0981'BELOW THE SURFACE OF THE GROUND.  IT IS 133 FEET SOUTHWEST
 HF0981'OF THE METAL WITNESS POST AND 57 FEET SOUTH OF THE CENTER
 HF0981'OF THE BLACKTOP ROAD.
 HF0981'
 HF0981'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MURDOCK NO
 HF0981'3 1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HF0981'3 INCHES.  IT IS 48 FEET WEST OF THE METAL WITNESS POST
 HF0981'AND 32 FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD.
 HF0981'
 HF0981'AZIMUTH MARK, A STANDARD DISK STAMPED MURDOCK 1957 RESET
 HF0981'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1
 HF0981'INCH.  IT IS 49 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 HF0981'30.5 FEET EAST OF A CORNER FENCE POST, 27 FEET SOUTH OF
 HF0981'THE CENTER OF A GRAVELED ROAD, 2 FEET NORTH OF A GUY POLE
 HF0981'AND 1 FOOT EAST OF A METAL WITNESS POST.
 HF0981'
 HF0981'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A
 HF0981'BLACKTOP ROAD AND THEN A GRAVELED ROAD FOR 1.0 MILE TO A
 HF0981'CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF
 HF0981'THE CROSSROAD.
 HF0981
 HF0981                          STATION RECOVERY (1962)
 HF0981
 HF0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0981'0.8 MI N FROM MURDOCK.
 HF0981'0.6 MILE NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0981'MURDOCK, THENCE 0.15 MILE WEST ALONG A BLACKTOP ROAD, 134.6 FEET
 HF0981'EAST OF R.M. 2, 105.8 FEET SOUTH OF R.M. 1, 57.6 FEET SOUTHEAST
 HF0981'OF R.M. 3, 56 FEET SOUTH OF THE CENTER OF THE ROAD, 24 FEET
 HF0981'SOUTH OF A METAL WITNESS POST, SET IN TOP OF A SQUARE CONCRETE
 HF0981'POST 14 INCHES BELOW GROUND SURFACE.
 HF0981
 HF0981                          STATION RECOVERY (1963)
 HF0981
 HF0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HF0981'THE STATION MARK BELIEVED TO BE ONE FOOT BELOW THE GROUND
 HF0981'AND EVIDENCE STILL EXISTS TO SHOW THAT IT IS IN THE CENTER
 HF0981'OF WHERE THE TOWER STOOD.  THERE IS NO PROBABILITY OF IT
 HF0981'HAVING BEEN MOVED.
 HF0981'
 HF0981'THE STATION IS 24.3 FEET SSE OF A STEEL WITNESS POST NOT
 HF0981'14 FEET S OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1452 ***********************************************************************
 HF1452  DESIGNATION -  MURDOCK GENERAL MILLS ELEVATOR
 HF1452  PID         -  HF1452
 HF1452  STATE/COUNTY-  KS/KINGMAN
 HF1452  USGS QUAD   -  MURDOCK (1965)
 HF1452
 HF1452                         *CURRENT SURVEY CONTROL
 HF1452  ___________________________________________________________________
 HF1452* NAD 83(1997)-  37 36 32.32351(N)    097 55 52.22314(W)     ADJUSTED  
 HF1452* NAVD 88     -                                                        
 HF1452  ___________________________________________________________________
 HF1452  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HF1452  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HF1452
 HF1452  HORZ ORDER  -  THIRD
 HF1452
 HF1452.The horizontal coordinates were established by classical geodetic methods
 HF1452.and adjusted by the National Geodetic Survey in October 1998..
 HF1452
 HF1452
 HF1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1452
 HF1452.The geoid height was determined by GEOID03.
 HF1452
 HF1452;                    North         East     Units Scale Factor Converg.
 HF1452;SPC KS S     -   504,735.292   450,222.775   MT  0.99995035   +0 20 58.4
 HF1452;UTM  14      - 4,162,968.864   594,337.628   MT  0.99970962   +0 39 08.4
 HF1452
 HF1452                          SUPERSEDED SURVEY CONTROL
 HF1452
 HF1452  NAD 83(1997)-  37 36 32.32996(N)    097 55 52.22450(W) AD(       ) 4
 HF1452  NAD 83(1986)-  37 36 32.33188(N)    097 55 52.22105(W) AD(       ) 4
 HF1452  NAD 27      -  37 36 32.27883(N)    097 55 51.02236(W) AD(       ) 3
 HF1452
 HF1452.Superseded values are not recommended for survey control.
 HF1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1452.See file dsdata.txt to determine how the superseded data were derived.
 HF1452
 HF1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9433862969(NAD 83)
 HF1452_MARKER: 65 = GRAIN ELEVATOR
 HF1452
 HF1452  HISTORY     - Date     Condition        Report By
 HF1452  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1452
 HF1452                          STATION DESCRIPTION
 HF1452
 HF1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1452'THE STATION IS THE VENT ATOP THE ELEVATOR WHICH IS LOCATED
 HF1452'IN MURDOCK.
 HF1452'
 HF1452'THE ELEVATOR IS A GREY COLORED, METAL SIDED STRUCTURE ABOUT
 HF1452'100 FEET IN HEIGHT.
 HF1452'
 HF1452'THE STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0983 ***********************************************************************
 HF0983  DESIGNATION -  MURDOCK RM 1
 HF0983  PID         -  HF0983
 HF0983  STATE/COUNTY-  KS/KINGMAN
 HF0983  USGS QUAD   -  MURDOCK (1965)
 HF0983
 HF0983                         *CURRENT SURVEY CONTROL
 HF0983  ___________________________________________________________________
 HF0983* NAD 83(1986)-  37 37 05.     (N)    097 56 02.     (W)     SCALED    
 HF0983* NAVD 88     -       470.599  (meters)    1543.96   (feet)  ADJUSTED  
 HF0983  ___________________________________________________________________
 HF0983  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HF0983  DYNAMIC HT  -         470.219 (meters)    1542.71  (feet)  COMP
 HF0983  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 HF0983
 HF0983  VERT ORDER  -  SECOND    CLASS 0
 HF0983
 HF0983.The horizontal coordinates were scaled from a topographic map and have
 HF0983.an estimated accuracy of +/- 6 seconds.
 HF0983
 HF0983.The orthometric height was determined by differential leveling
 HF0983.and adjusted by the National Geodetic Survey in June 1991..
 HF0983
 HF0983.The geoid height was determined by GEOID03.
 HF0983
 HF0983.The dynamic height is computed by dividing the NAVD 88
 HF0983.geopotential number by the normal gravity value computed on the
 HF0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0983.degrees latitude (g = 980.6199 gals.).
 HF0983
 HF0983.The modeled gravity was interpolated from observed gravity values.
 HF0983
 HF0983;                    North         East    Units  Estimated Accuracy
 HF0983;SPC KS S     -   505,740.      449,980.      MT  (+/- 180 meters Scaled)
 HF0983
 HF0983                          SUPERSEDED SURVEY CONTROL
 HF0983
 HF0983  NGVD 29 (??/??/92)  470.447  (m)         1543.46   (f) ADJ UNCH    2 0
 HF0983
 HF0983.Superseded values are not recommended for survey control.
 HF0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0983.See file dsdata.txt to determine how the superseded data were derived.
 HF0983
 HF0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG940639(NAD 83)
 HF0983_MARKER: DR = REFERENCE MARK DISK
 HF0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0983_STAMPING: MURDOCK NO 1 1957
 HF0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0983+STABILITY: SURFACE MOTION
 HF0983
 HF0983  HISTORY     - Date     Condition        Report By
 HF0983  HISTORY     - 1957     MONUMENTED       CGS
 HF0983  HISTORY     - 1962     GOOD             NGS
 HF0983
 HF0983                          STATION DESCRIPTION
 HF0983
 HF0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0983'0.8 MI N FROM MURDOCK.
 HF0983'0.6 MILE NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0983'MURDOCK, THENCE 0.15 MILE WEST ALONG A BLACKTOP ROAD, 105.8 FEET
 HF0983'NORTH OF MURDOCK 1957, 49 FEET NORTH OF THE CENTER OF THE BLACKTOP
 HF0983'ROAD, 24 FEET EAST OF THE CENTER OF A DRIVEWAY, 18 FEET NORTH OF A
 HF0983'FENCE, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0982 ***********************************************************************
 HF0982  DESIGNATION -  MURDOCK RM 3
 HF0982  PID         -  HF0982
 HF0982  STATE/COUNTY-  KS/KINGMAN
 HF0982  USGS QUAD   -  MURDOCK (1965)
 HF0982
 HF0982                         *CURRENT SURVEY CONTROL
 HF0982  ___________________________________________________________________
 HF0982* NAD 83(1986)-  37 37 05.     (N)    097 56 02.     (W)     SCALED    
 HF0982* NAVD 88     -       470.811  (meters)    1544.65   (feet)  ADJUSTED  
 HF0982  ___________________________________________________________________
 HF0982  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HF0982  DYNAMIC HT  -         470.430 (meters)    1543.40  (feet)  COMP
 HF0982  MODELED GRAV-     979,808.0   (mgal)                       NAVD 88
 HF0982
 HF0982  VERT ORDER  -  SECOND    CLASS 0
 HF0982
 HF0982.The horizontal coordinates were scaled from a topographic map and have
 HF0982.an estimated accuracy of +/- 6 seconds.
 HF0982
 HF0982.The orthometric height was determined by differential leveling
 HF0982.and adjusted by the National Geodetic Survey in June 1991..
 HF0982
 HF0982.The geoid height was determined by GEOID03.
 HF0982
 HF0982.The dynamic height is computed by dividing the NAVD 88
 HF0982.geopotential number by the normal gravity value computed on the
 HF0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0982.degrees latitude (g = 980.6199 gals.).
 HF0982
 HF0982.The modeled gravity was interpolated from observed gravity values.
 HF0982
 HF0982;                    North         East    Units  Estimated Accuracy
 HF0982;SPC KS S     -   505,740.      449,980.      MT  (+/- 180 meters Scaled)
 HF0982
 HF0982                          SUPERSEDED SURVEY CONTROL
 HF0982
 HF0982  NGVD 29 (??/??/92)  470.659  (m)         1544.15   (f) ADJ UNCH    2 0
 HF0982
 HF0982.Superseded values are not recommended for survey control.
 HF0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0982.See file dsdata.txt to determine how the superseded data were derived.
 HF0982
 HF0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG940639(NAD 83)
 HF0982_MARKER: DR = REFERENCE MARK DISK
 HF0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0982_STAMPING: MURDOCK NO 3 1957
 HF0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0982+STABILITY: SURFACE MOTION
 HF0982
 HF0982  HISTORY     - Date     Condition        Report By
 HF0982  HISTORY     - 1962     MONUMENTED       CGS
 HF0982  HISTORY     - 1962     GOOD             NGS
 HF0982
 HF0982                          STATION DESCRIPTION
 HF0982
 HF0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0982'0.8 MI N FROM MURDOCK.
 HF0982'0.6 MILE NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0982'MURDOCK, THENCE 0.15 MILE WEST ALONG A BLACKTOP ROAD, 57.6 FEET
 HF0982'NORTHWEST OF MURDOCK 1957, 48 FEET WEST OF A METAL WITNESS POST,
 HF0982'32 FEET SOUTH OF A BLACKTOP ROAD, SET IN TOP OF A SQUARE CONCRETE
 HF0982'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0984 ***********************************************************************
 HH0984  DESIGNATION -  MYLES
 HH0984  PID         -  HH0984
 HH0984  STATE/COUNTY-  KS/GRAY
 HH0984  USGS QUAD   -  PIERCEVILLE NE (1968)
 HH0984
 HH0984                         *CURRENT SURVEY CONTROL
 HH0984  ___________________________________________________________________
 HH0984* NAD 83(1997)-  37 53 10.88469(N)    100 36 37.67794(W)     ADJUSTED  
 HH0984* NAVD 88     -       869.74   (+/-2cm)    2853.5    (feet)  VERTCON   
 HH0984  ___________________________________________________________________
 HH0984  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 HH0984  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 HH0984
 HH0984  HORZ ORDER  -  SECOND
 HH0984  VERT ORDER  -  THIRD ? (See Below)
 HH0984
 HH0984.The horizontal coordinates were established by classical geodetic methods
 HH0984.and adjusted by the National Geodetic Survey in October 1998..
 HH0984
 HH0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0984.The vertical order pertains to the NGVD 29 superseded value.
 HH0984
 HH0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0984
 HH0984.The geoid height was determined by GEOID03.
 HH0984
 HH0984;                    North         East     Units Scale Factor Converg.
 HH0984;SPC KS S     -   537,467.936   214,374.602   MT  0.99993607   -1 17 49.0
 HH0984;UTM  14      - 4,194,428.609   358,382.832   MT  0.99984702   -0 59 20.9
 HH0984
 HH0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0984!SPC KS S     -   0.99986757  x   0.99993607  =   0.99980365
 HH0984!UTM  14      -   0.99986757  x   0.99984702  =   0.99971461
 HH0984
 HH0984|---------------------------------------------------------------------|
 HH0984| PID    Reference Object                     Distance      Geod. Az  |
 HH0984|                                                           dddmmss.s |
 HH0984| CK9494 MYLES RM 1                           31.290 METERS 03040     |
 HH0984| HH0986 CHARLESTON COOP GRAIN ELEV          APPROX. 4.9 KM 1212323.3 |
 HH0984| CK9493 MYLES AZ MK                                        1772745.1 |
 HH0984| HH0990 PIERCEVILLE ATT MICROWAVE           APPROX. 9.2 KM 2033100.2 |
 HH0984| HH0985 PIERCEVILLE                         105.876 METERS 21733     |
 HH0984| HH0994 PIERCEVILLE CO OP GRAIN ELEV        APPROX. 6.0 KM 2661408.9 |
 HH0984| CK9495 MYLES RM 2                           19.709 METERS 26915     |
 HH0984| HH0995 GARDEN CITY AIRPORT WATER TANK      APPROX.10.6 KM 2971702.5 |
 HH0984|---------------------------------------------------------------------|
 HH0984
 HH0984                          SUPERSEDED SURVEY CONTROL
 HH0984
 HH0984  NAD 83(1997)-  37 53 10.89037(N)    100 36 37.67598(W) AD(       ) 2
 HH0984  NAD 83(1986)-  37 53 10.88875(N)    100 36 37.67708(W) AD(       ) 2
 HH0984  NAD 27      -  37 53 10.80951(N)    100 36 36.12413(W) AD(       ) 2
 HH0984  NGVD 29 (07/19/86)  869.36   (m)         2852.2    (f) LEVELING    3  
 HH0984
 HH0984.Superseded values are not recommended for survey control.
 HH0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0984.See file dsdata.txt to determine how the superseded data were derived.
 HH0984
 HH0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG5838394429(NAD 83)
 HH0984_MARKER: DS = TRIANGULATION STATION DISK
 HH0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0984+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 HH0984
 HH0984  HISTORY     - Date     Condition        Report By
 HH0984  HISTORY     - 1961     MONUMENTED       CGS
 HH0984  HISTORY     - 1963     GOOD             CGS
 HH0984  HISTORY     - 20050425 GOOD             KSDT
 HH0984
 HH0984                          STATION DESCRIPTION
 HH0984
 HH0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0984'THE STATION IS ABOUT 3-1/2 MILES EAST OF PIERCEVILLE, 3 MILES
 HH0984'NORTHWEST OF CHARLESTON, AT THE SOUTHEAST CORNER OF SECTION 9, T 25
 HH0984'S, R 30 W, ON PROPERTY OWNED BY MR. MYLES MCGHEE.
 HH0984'
 HH0984'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 50 AND STATE
 HH0984'HIGHWAY 23 IN CIMARRON, GO WEST ON HIGHWAY 50 FOR 13.3 MILES TO
 HH0984'A CROSSROAD IN CHARLESTON.  CONTINUE WESTERLY ON HIGHWAY 50 FOR 2.6
 HH0984'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A DIRT ROAD 0.5
 HH0984'MILE TO A SMALL GRAIN BIN AND THE AZIMUTH MARK ON THE RIGHT, EAST
 HH0984'SIDE OF THE ROAD.  CONTINUE NORTH ON THE DIRT ROAD 0.5 MILE TO A
 HH0984'FENCE CORNER AT A FIELD ENTRANCE AND THE STATION ON THE LEFT,
 HH0984'WEST SIDE OF THE ROAD.
 HH0984'
 HH0984'STATION MARKS ARE STANDARD DISKS STAMPED MYLES 1961.  THE SURFACE
 HH0984'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 HH0984'IS 85 FEET WEST OF THE CENTER OF THE DIRT ROAD, 50 FEET WEST OF THE
 HH0984'FENCE CORNER, 18 FEET SOUTH OF A FIELD ROAD, 3 FEET NORTHEAST OF
 HH0984'A METAL WITNESS POST AND 2 FEET NORTH OF A FENCE.  THE
 HH0984'UNDERGROUND DISK IS SET 42 INCHES BELOW THE SURFACE IN AN
 HH0984'IRREGULAR MASS OF CONCRETE.
 HH0984'
 HH0984'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MYLES NO 1 1961, IS
 HH0984'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 90
 HH0984'FEET NORTH OF THE FENCE CORNER, 32 FEET WEST OF THE CENTER OF THE
 HH0984'DIRT ROAD AND 1 FOOT EAST OF A FENCE.
 HH0984'
 HH0984'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MYLES NO 2 1961, IS
 HH0984'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 149
 HH0984'FEET WEST OF THE CENTER OF THE DIRT ROAD, 12 FEET SOUTH OF THE CENTER
 HH0984'OF THE FIELD ROAD AND 0.5 FOOT NORTH OF A FENCE.
 HH0984'
 HH0984'AZIMUTH MARK IS A STANDARD DISK STAMPED MYLES 1961, SET IN A SQUARE
 HH0984'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 44 FEET NORTH OF A
 HH0984'FENCE CORNER, 36 FEET EAST OF THE CENTER OF THE DIRT ROAD, 2 FEET
 HH0984'NORTH OF A POWER POLE AND 2 FEET NORTH OF A METAL WITNESS POST.
 HH0984'
 HH0984'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HH0984'
 HH0984'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0984
 HH0984                          STATION RECOVERY (1963)
 HH0984
 HH0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 HH0984'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2, AND THE AZIMUTH
 HH0984'MARK WERE RECOVERD AS DESCRIBED AND IN GOOD CONDITION.
 HH0984'
 HH0984'THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 AND REFERENCE MARK
 HH0984'NO. 2 WERE VERIFIED.
 HH0984'
 HH0984'THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 HH0984'
 HH0984'THE TO REACH IS ENTIRELY ADEQUATE.
 HH0984'
 HH0984'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0984
 HH0984                          STATION RECOVERY (2005)
 HH0984
 HH0984'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2005
 HH0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0539 ***********************************************************************
 KH0539  DESIGNATION -  N 100
 KH0539  PID         -  KH0539
 KH0539  STATE/COUNTY-  KS/SHERMAN
 KH0539  USGS QUAD   -  BIRD CITY SOUTH SW (1981)
 KH0539
 KH0539                         *CURRENT SURVEY CONTROL
 KH0539  ___________________________________________________________________
 KH0539* NAD 83(1986)-  39 34 06.     (N)    101 42 24.     (W)     SCALED    
 KH0539* NAVD 88     -      1095.955  (meters)    3595.65   (feet)  ADJUSTED  
 KH0539  ___________________________________________________________________
 KH0539  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 KH0539  DYNAMIC HT  -        1095.071 (meters)    3592.75  (feet)  COMP
 KH0539  MODELED GRAV-     979,782.1   (mgal)                       NAVD 88
 KH0539
 KH0539  VERT ORDER  -  SECOND    CLASS 0
 KH0539
 KH0539.The horizontal coordinates were scaled from a topographic map and have
 KH0539.an estimated accuracy of +/- 6 seconds.
 KH0539
 KH0539.The orthometric height was determined by differential leveling
 KH0539.and adjusted by the National Geodetic Survey in June 1991..
 KH0539
 KH0539.The geoid height was determined by GEOID03.
 KH0539
 KH0539.The dynamic height is computed by dividing the NAVD 88
 KH0539.geopotential number by the normal gravity value computed on the
 KH0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0539.degrees latitude (g = 980.6199 gals.).
 KH0539
 KH0539.The modeled gravity was interpolated from observed gravity values.
 KH0539
 KH0539;                    North         East    Units  Estimated Accuracy
 KH0539;SPC KS N     -   143,620.       81,590.      MT  (+/- 180 meters Scaled)
 KH0539
 KH0539                          SUPERSEDED SURVEY CONTROL
 KH0539
 KH0539  NGVD 29 (??/??/92) 1095.512  (m)         3594.19   (f) ADJ UNCH    2 0
 KH0539
 KH0539.Superseded values are not recommended for survey control.
 KH0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0539.See file dsdata.txt to determine how the superseded data were derived.
 KH0539
 KH0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ674833(NAD 83)
 KH0539_MARKER: DB = BENCH MARK DISK
 KH0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0539_STAMPING: N 100 1935
 KH0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0539+STABILITY: SURFACE MOTION
 KH0539
 KH0539  HISTORY     - Date     Condition        Report By
 KH0539  HISTORY     - 1935     MONUMENTED       CGS
 KH0539
 KH0539                          STATION DESCRIPTION
 KH0539
 KH0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0539'13.9 MI S FROM WHEELER.
 KH0539'13.9 MI. S. OF DEPOT ALONG STATE HWY. 27 AT A RIGHT ANGLE TURN
 KH0539'IN THE HWY, ABOUT 100 YDS. N.E. OF THE CENTER OF THE TURN,
 KH0539'40 FT. N. OF THE CENTER LINE OF AN E-W ROAD, AND 1 FT. N. OF A
 KH0539'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0365 ***********************************************************************
 JH0365  DESIGNATION -  N 101
 JH0365  PID         -  JH0365
 JH0365  STATE/COUNTY-  KS/WALLACE
 JH0365  USGS QUAD   -  SHARON SPRINGS EAST (1979)
 JH0365
 JH0365                         *CURRENT SURVEY CONTROL
 JH0365  ___________________________________________________________________
 JH0365* NAD 83(1986)-  38 55 51.     (N)    101 44 59.     (W)     SCALED    
 JH0365* NAVD 88     -      1054.187  (meters)    3458.61   (feet)  ADJUSTED  
 JH0365  ___________________________________________________________________
 JH0365  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 JH0365  DYNAMIC HT  -        1053.284 (meters)    3455.65  (feet)  COMP
 JH0365  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 JH0365
 JH0365  VERT ORDER  -  SECOND    CLASS 0
 JH0365
 JH0365.The horizontal coordinates were scaled from a topographic map and have
 JH0365.an estimated accuracy of +/- 6 seconds.
 JH0365
 JH0365.The orthometric height was determined by differential leveling
 JH0365.and adjusted by the National Geodetic Survey in June 1991..
 JH0365
 JH0365.The geoid height was determined by GEOID03.
 JH0365
 JH0365.The dynamic height is computed by dividing the NAVD 88
 JH0365.geopotential number by the normal gravity value computed on the
 JH0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0365.degrees latitude (g = 980.6199 gals.).
 JH0365
 JH0365.The modeled gravity was interpolated from observed gravity values.
 JH0365
 JH0365;                    North         East    Units  Estimated Accuracy
 JH0365;SPC KS N     -    73,060.       74,960.      MT  (+/- 180 meters Scaled)
 JH0365
 JH0365                          SUPERSEDED SURVEY CONTROL
 JH0365
 JH0365  NGVD 29 (??/??/92) 1053.755  (m)         3457.19   (f) ADJ UNCH    2 0
 JH0365
 JH0365.Superseded values are not recommended for survey control.
 JH0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0365.See file dsdata.txt to determine how the superseded data were derived.
 JH0365
 JH0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ616126(NAD 83)
 JH0365_MARKER: DB = BENCH MARK DISK
 JH0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0365_STAMPING: N 101 1935
 JH0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0365+STABILITY: SURFACE MOTION
 JH0365
 JH0365  HISTORY     - Date     Condition        Report By
 JH0365  HISTORY     - 1935     MONUMENTED       CGS
 JH0365  HISTORY     - 1942     GOOD             NGS
 JH0365  HISTORY     - 1978     MARK NOT FOUND   USGS
 JH0365
 JH0365                          STATION DESCRIPTION
 JH0365
 JH0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JH0365'2.2 MI N FROM SHARON SPRINGS.
 JH0365'2.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE COUNTY COURTHOUSE
 JH0365'AT SHARON SPRINGS, WALLACE COUNTY, 51 FEET WEST OF THE CENTER
 JH0365'LINE OF THE HIGHWAY, 4 FEET NORTHWEST OF A POLE, AT A FENCE CORNER,
 JH0365'6.8 FEET WEST OF THE NORTH-AND-SOUTH FENCE, 1.6 FEET NORTH
 JH0365'OF THE EAST-AND-WEST FENCE, AND 2 FEET EAST OF A WHITE
 JH0365'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 101 1935 AND
 JH0365'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 JH0365'GROUND.
 JH0365
 JH0365                          STATION RECOVERY (1942)
 JH0365
 JH0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0365'RECOVERED IN GOOD CONDITION.
 JH0365
 JH0365                          STATION RECOVERY (1978)
 JH0365
 JH0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 JH0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0451 ***********************************************************************
 KE0451  DESIGNATION -  N 106
 KE0451  PID         -  KE0451
 KE0451  STATE/COUNTY-  KS/DONIPHAN
 KE0451  USGS QUAD   -  ST JOSEPH NORTH (1978)
 KE0451
 KE0451                         *CURRENT SURVEY CONTROL
 KE0451  ___________________________________________________________________
 KE0451* NAD 83(1986)-  39 45 19.     (N)    094 52 20.     (W)     SCALED    
 KE0451* NAVD 88     -       247.940  (meters)     813.45   (feet)  ADJUSTED  
 KE0451  ___________________________________________________________________
 KE0451  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KE0451  DYNAMIC HT  -         247.797 (meters)     812.98  (feet)  COMP
 KE0451  MODELED GRAV-     980,040.6   (mgal)                       NAVD 88
 KE0451
 KE0451  VERT ORDER  -  SECOND    CLASS 0
 KE0451
 KE0451.The horizontal coordinates were scaled from a topographic map and have
 KE0451.an estimated accuracy of +/- 6 seconds.
 KE0451
 KE0451.The orthometric height was determined by differential leveling
 KE0451.and adjusted by the National Geodetic Survey in June 1991..
 KE0451
 KE0451.The geoid height was determined by GEOID03.
 KE0451
 KE0451.The dynamic height is computed by dividing the NAVD 88
 KE0451.geopotential number by the normal gravity value computed on the
 KE0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0451.degrees latitude (g = 980.6199 gals.).
 KE0451
 KE0451.The modeled gravity was interpolated from observed gravity values.
 KE0451
 KE0451;                    North         East    Units  Estimated Accuracy
 KE0451;SPC KS N     -   162,490.      667,990.      MT  (+/- 180 meters Scaled)
 KE0451
 KE0451                          SUPERSEDED SURVEY CONTROL
 KE0451
 KE0451  NGVD 29 (??/??/92)  247.826  (m)          813.08   (f) ADJ UNCH    2 0
 KE0451
 KE0451.Superseded values are not recommended for survey control.
 KE0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0451.See file dsdata.txt to determine how the superseded data were derived.
 KE0451
 KE0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE396022(NAD 83)
 KE0451_MARKER: DB = BENCH MARK DISK
 KE0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0451_STAMPING: N 106 1934
 KE0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0451+STABILITY: SURFACE MOTION
 KE0451
 KE0451  HISTORY     - Date     Condition        Report By
 KE0451  HISTORY     - 1934     MONUMENTED       CGS
 KE0451  HISTORY     - 1954     GOOD             NGS
 KE0451
 KE0451                          STATION DESCRIPTION
 KE0451
 KE0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KE0451'0.6 MI W FROM ST JOSEPH.
 KE0451'IN DONIPHAN COUNTY, KANSAS, 0.6 MILE WEST ALONG THE CHICAGO
 KE0451'ROCK ISLAND AND PACIFIC RAILROAD FROM THE SOUTHWEST END OF THE
 KE0451'BRIDGE OVER MISSOURI RIVER AT ST. JOSEPH, BUCHANAN COUNTY,
 KE0451'MISSOURI, AT ELWOOD, NEAR THE STATION, AT A ROAD CROSSING, 41
 KE0451'FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 35 FEET WEST OF
 KE0451'THE CENTERLINE OF THE ROAD, 23 FEET SOUTHWEST OF A POWERLINE
 KE0451'POLE, AND 12 FEET WEST-NORTHWEST OF AN IRON PIPE AT A FENCE
 KE0451'CORNER.  A STANDARD DISK, STAMPED N 106 1934 AND SET IN THE
 KE0451'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0959 ***********************************************************************
 KE0959  DESIGNATION -  N 107
 KE0959  PID         -  KE0959
 KE0959  STATE/COUNTY-  KS/BROWN
 KE0959  USGS QUAD   -  HORTON (1961)
 KE0959
 KE0959                         *CURRENT SURVEY CONTROL
 KE0959  ___________________________________________________________________
 KE0959* NAD 83(1986)-  39 39 16.     (N)    095 31 34.     (W)     SCALED    
 KE0959* NAVD 88     -       312.485  (meters)    1025.21   (feet)  ADJUSTED  
 KE0959  ___________________________________________________________________
 KE0959  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 KE0959  DYNAMIC HT  -         312.294 (meters)    1024.58  (feet)  COMP
 KE0959  MODELED GRAV-     980,005.8   (mgal)                       NAVD 88
 KE0959
 KE0959  VERT ORDER  -  SECOND    CLASS 0
 KE0959
 KE0959.The horizontal coordinates were scaled from a topographic map and have
 KE0959.an estimated accuracy of +/- 6 seconds.
 KE0959
 KE0959.The orthometric height was determined by differential leveling
 KE0959.and adjusted by the National Geodetic Survey in June 1991..
 KE0959
 KE0959.The geoid height was determined by GEOID03.
 KE0959
 KE0959.The dynamic height is computed by dividing the NAVD 88
 KE0959.geopotential number by the normal gravity value computed on the
 KE0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0959.degrees latitude (g = 980.6199 gals.).
 KE0959
 KE0959.The modeled gravity was interpolated from observed gravity values.
 KE0959
 KE0959;                    North         East    Units  Estimated Accuracy
 KE0959;SPC KS N     -   149,560.      612,290.      MT  (+/- 180 meters Scaled)
 KE0959
 KE0959                          SUPERSEDED SURVEY CONTROL
 KE0959
 KE0959  NGVD 29 (??/??/92)  312.380  (m)         1024.87   (f) ADJ UNCH    2 0
 KE0959
 KE0959.Superseded values are not recommended for survey control.
 KE0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0959.See file dsdata.txt to determine how the superseded data were derived.
 KE0959
 KE0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD832924(NAD 83)
 KE0959_MARKER: DB = BENCH MARK DISK
 KE0959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0959_SP_SET: PIER
 KE0959_STAMPING: N 107 1934
 KE0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0959
 KE0959  HISTORY     - Date     Condition        Report By
 KE0959  HISTORY     - 1934     MONUMENTED       CGS
 KE0959  HISTORY     - 1980     GOOD             KSDT
 KE0959  HISTORY     - 20041029 MARK NOT FOUND   GEOCAC
 KE0959
 KE0959                          STATION DESCRIPTION
 KE0959
 KE0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0959'AT HORTON.
 KE0959'AT HORTON, BROWN COUNTY, ON THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0959'RAILWAY, 200 FEET EAST OF THE SITE OF THE STATION, AT THE
 KE0959'SOUTHWEST CORNER OF A VIADUCT OVER THE TRACK, IN THE FACE OF THE
 KE0959'NORTH STONE PIER, NEAR THE SOUTHWEST CORNER OF THE PIER, AND 5
 KE0959'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED N 107 1934 AND
 KE0959'SET VERTICALLY.
 KE0959
 KE0959                          STATION RECOVERY (1980)
 KE0959
 KE0959'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1980
 KE0959'RECOVERED IN GOOD CONDITION.
 KE0959
 KE0959                          STATION RECOVERY (2004)
 KE0959
 KE0959'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0959'RAILROAD HAS BEEN REMOVED, AND FILL HAS REPLACED THE VIADUCT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0017 ***********************************************************************
 KF0017  DESIGNATION -  N 109
 KF0017  PID         -  KF0017
 KF0017  STATE/COUNTY-  KS/NEMAHA
 KF0017  USGS QUAD   -  SENECA (1966)
 KF0017
 KF0017                         *CURRENT SURVEY CONTROL
 KF0017  ___________________________________________________________________
 KF0017* NAD 83(1986)-  39 49 59.     (N)    096 03 37.     (W)     SCALED    
 KF0017* NAVD 88     -       344.813  (meters)    1131.27   (feet)  ADJUSTED  
 KF0017  ___________________________________________________________________
 KF0017  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 KF0017  DYNAMIC HT  -         344.611 (meters)    1130.61  (feet)  COMP
 KF0017  MODELED GRAV-     980,029.6   (mgal)                       NAVD 88
 KF0017
 KF0017  VERT ORDER  -  SECOND    CLASS 0
 KF0017
 KF0017.The horizontal coordinates were scaled from a topographic map and have
 KF0017.an estimated accuracy of +/- 6 seconds.
 KF0017
 KF0017.The orthometric height was determined by differential leveling
 KF0017.and adjusted by the National Geodetic Survey in June 1991..
 KF0017
 KF0017.The geoid height was determined by GEOID03.
 KF0017
 KF0017.The dynamic height is computed by dividing the NAVD 88
 KF0017.geopotential number by the normal gravity value computed on the
 KF0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0017.degrees latitude (g = 980.6199 gals.).
 KF0017
 KF0017.The modeled gravity was interpolated from observed gravity values.
 KF0017
 KF0017;                    North         East    Units  Estimated Accuracy
 KF0017;SPC KS N     -   168,270.      566,030.      MT  (+/- 180 meters Scaled)
 KF0017
 KF0017                          SUPERSEDED SURVEY CONTROL
 KF0017
 KF0017  NGVD 29 (??/??/92)  344.704  (m)         1130.92   (f) ADJ UNCH    2 0
 KF0017
 KF0017.Superseded values are not recommended for survey control.
 KF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0017.See file dsdata.txt to determine how the superseded data were derived.
 KF0017
 KF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK515133(NAD 83)
 KF0017_MARKER: DB = BENCH MARK DISK
 KF0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0017_STAMPING: N 109 1934
 KF0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0017+STABILITY: SURFACE MOTION
 KF0017
 KF0017  HISTORY     - Date     Condition        Report By
 KF0017  HISTORY     - 1934     MONUMENTED       CGS
 KF0017  HISTORY     - 1950     GOOD             NGS
 KF0017  HISTORY     - 20050422 MARK NOT FOUND   GEOCAC
 KF0017
 KF0017                          STATION DESCRIPTION
 KF0017
 KF0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KF0017'AT SENECA.
 KF0017'AT SENECA, NEMAHA COUNTY, ON THE UNION PACIFIC RAILROAD, AT THE
 KF0017'EAST EDGE OF TOWN, ONE BLOCK SOUTH OF THE GIFFORD HOTEL, AT
 KF0017'THE CROSSING OF THIRD STREET, 42 FEET WEST OF THE CENTER LINE
 KF0017'OF THE STREET, 21 FEET SOUTH OF THE SOUTH RAIL, AND 5 FEET
 KF0017'WEST OF THE WEST EDGE OF THE SIDEWALK.  A STANDARD DISK, STAMPED N
 KF0017'109 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 KF0017'INCHES ABOVE GROUND.
 KF0017
 KF0017                          STATION RECOVERY (2005)
 KF0017
 KF0017'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0385 ***********************************************************************
 KG0385  DESIGNATION -  N 11
 KG0385  PID         -  KG0385
 KG0385  STATE/COUNTY-  KS/NORTON
 KG0385  USGS QUAD   -  EDMOND NW (1978)
 KG0385
 KG0385                         *CURRENT SURVEY CONTROL
 KG0385  ___________________________________________________________________
 KG0385* NAD 83(1986)-  39 40 33.     (N)    099 53 24.     (W)     SCALED    
 KG0385* NAVD 88     -       716.230  (meters)    2349.83   (feet)  ADJUSTED  
 KG0385  ___________________________________________________________________
 KG0385  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 KG0385  DYNAMIC HT  -         715.746 (meters)    2348.24  (feet)  COMP
 KG0385  MODELED GRAV-     979,926.7   (mgal)                       NAVD 88
 KG0385
 KG0385  VERT ORDER  -  FIRST     CLASS II
 KG0385
 KG0385.The horizontal coordinates were scaled from a topographic map and have
 KG0385.an estimated accuracy of +/- 6 seconds.
 KG0385
 KG0385.The orthometric height was determined by differential leveling
 KG0385.and adjusted by the National Geodetic Survey in June 1991..
 KG0385
 KG0385.The geoid height was determined by GEOID03.
 KG0385
 KG0385.The dynamic height is computed by dividing the NAVD 88
 KG0385.geopotential number by the normal gravity value computed on the
 KG0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0385.degrees latitude (g = 980.6199 gals.).
 KG0385
 KG0385.The modeled gravity was interpolated from observed gravity values.
 KG0385
 KG0385;                    North         East    Units  Estimated Accuracy
 KG0385;SPC KS N     -   150,730.      237,860.      MT  (+/- 180 meters Scaled)
 KG0385
 KG0385                          SUPERSEDED SURVEY CONTROL
 KG0385
 KG0385  NGVD 29 (??/??/92)  715.971  (m)         2348.98   (f) ADJ UNCH    1 2
 KG0385
 KG0385.Superseded values are not recommended for survey control.
 KG0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0385.See file dsdata.txt to determine how the superseded data were derived.
 KG0385
 KG0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ236921(NAD 83)
 KG0385_MARKER: DB = BENCH MARK DISK
 KG0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0385_STAMPING: N-11-1933
 KG0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0385+STABILITY: SURFACE MOTION
 KG0385
 KG0385  HISTORY     - Date     Condition        Report By
 KG0385  HISTORY     - 1933     MONUMENTED       CGS
 KG0385
 KG0385                          STATION DESCRIPTION
 KG0385
 KG0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KG0385'10.6 MI S FROM NORTON.
 KG0385'10.6 MILES SOUTH ALONG STATE HY. NO. 21, OF THE COUNTY COURT
 KG0385'HOUSE IN NORTON AT CORNER OF WIRE FENCE THAT DIVIDES A SECTION
 KG0385'IN HALF, AT TOP OF HILL THAT RISES FROM BOTH NORTH AND SOUTH,
 KG0385'27 FT. WEST OF CENTER OF HIGHWAY.  STANDARD TABLET SET IN TOP
 KG0385'OF CONCRETE POST 6 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0386 ***********************************************************************
 KG0386  DESIGNATION -  N 11 RESET
 KG0386  PID         -  KG0386
 KG0386  STATE/COUNTY-  KS/NORTON
 KG0386  USGS QUAD   -  EDMOND NW (1978)
 KG0386
 KG0386                         *CURRENT SURVEY CONTROL
 KG0386  ___________________________________________________________________
 KG0386* NAD 83(1986)-  39 40 33.     (N)    099 53 24.     (W)     SCALED    
 KG0386* NAVD 88     -       715.751  (meters)    2348.26   (feet)  ADJUSTED  
 KG0386  ___________________________________________________________________
 KG0386  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 KG0386  DYNAMIC HT  -         715.267 (meters)    2346.67  (feet)  COMP
 KG0386  MODELED GRAV-     979,926.7   (mgal)                       NAVD 88
 KG0386
 KG0386  VERT ORDER  -  FIRST     CLASS II
 KG0386
 KG0386.The horizontal coordinates were scaled from a topographic map and have
 KG0386.an estimated accuracy of +/- 6 seconds.
 KG0386
 KG0386.The orthometric height was determined by differential leveling
 KG0386.and adjusted by the National Geodetic Survey in June 1991..
 KG0386
 KG0386.The geoid height was determined by GEOID03.
 KG0386
 KG0386.The dynamic height is computed by dividing the NAVD 88
 KG0386.geopotential number by the normal gravity value computed on the
 KG0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0386.degrees latitude (g = 980.6199 gals.).
 KG0386
 KG0386.The modeled gravity was interpolated from observed gravity values.
 KG0386
 KG0386;                    North         East    Units  Estimated Accuracy
 KG0386;SPC KS N     -   150,730.      237,860.      MT  (+/- 180 meters Scaled)
 KG0386
 KG0386                          SUPERSEDED SURVEY CONTROL
 KG0386
 KG0386  NGVD 29 (02/14/92)  715.483  (m)         2347.38   (f) ADJUSTED    1 2
 KG0386
 KG0386.Superseded values are not recommended for survey control.
 KG0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0386.See file dsdata.txt to determine how the superseded data were derived.
 KG0386
 KG0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ236921(NAD 83)
 KG0386_MARKER: DB = BENCH MARK DISK
 KG0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0386_SP_SET: CONCRETE POST
 KG0386_STAMPING: N 11 RESET 1938
 KG0386_MARK LOGO: CGS   
 KG0386_PROJECTION: FLUSH
 KG0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0386+STABILITY: SURFACE MOTION
 KG0386
 KG0386  HISTORY     - Date     Condition        Report By
 KG0386  HISTORY     - 1938     MONUMENTED       KSHC
 KG0386  HISTORY     - 1946     GOOD             KSGS
 KG0386  HISTORY     - 1986     GOOD             NGS
 KG0386
 KG0386                          STATION DESCRIPTION
 KG0386
 KG0386'DESCRIBED BY KS HIGHWAY COMM 1938
 KG0386'10.6 MI S FROM NORTON.
 KG0386'10.6 MILES SOUTH ALONG OLD STATE HIGHWAY 21 (NOW U.S. HIGHWAY
 KG0386'283) FROM THE COUNTY COURTHOUSE AT NORTON, 129 FEET NORTH AND
 KG0386'32 FEET WEST OF THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER
 KG0386'OF SECTION 27, T 4 S, R 23 W, AT THE TOP OF A HILL, AND 30 FEET
 KG0386'WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE-- 1946 REPORT-- 60
 KG0386'FEET WEST OF CENTER OF THE HIGHWAY AT THE TOP OF A CUT IN THE
 KG0386'HILL.
 KG0386
 KG0386                          STATION RECOVERY (1946)
 KG0386
 KG0386'RECOVERY NOTE BY KANSAS GEODETIC SURVEY 1946
 KG0386'RECOVERED IN GOOD CONDITION.
 KG0386
 KG0386                          STATION RECOVERY (1986)
 KG0386
 KG0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0386'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.75 KM (11.1
 KG0386'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAY 36 AT
 KG0386'NORTON, ON TOP OF THE NORTH END OF A LONG LOW CUT, 0.1 KM (0.05 MI)
 KG0386'SOUTH OF MILEPOST 195, 25.4 METERS (83.5 FT) WEST OF THE HIGHWAY
 KG0386'CENTERLINE, 37.9 METERS (124.5 FT) NORTH OF A FENCE T JUNCTION, 5.6
 KG0386'METERS (18.5 FT) SOUTH-SOUTHEAST OF A POWER POLE AND 2.9 METERS (9.5
 KG0386'FT) EAST OF THE RIGHT OF WAY FENCE.
 KG0386'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KG0386'THE MARK IS 2.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0613 ***********************************************************************
 KF0613  DESIGNATION -  N 111
 KF0613  PID         -  KF0613
 KF0613  STATE/COUNTY-  KS/RILEY
 KF0613  USGS QUAD   -  OLSBURG NW (1983)
 KF0613
 KF0613                         *CURRENT SURVEY CONTROL
 KF0613  ___________________________________________________________________
 KF0613* NAD 83(1986)-  39 29 12.     (N)    096 40 29.     (W)     SCALED    
 KF0613* NAVD 88     -       327.188  (meters)    1073.45   (feet)  ADJUSTED  
 KF0613  ___________________________________________________________________
 KF0613  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 KF0613  DYNAMIC HT  -         326.976 (meters)    1072.75  (feet)  COMP
 KF0613  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 KF0613
 KF0613  VERT ORDER  -  SECOND    CLASS 0
 KF0613
 KF0613.The horizontal coordinates were scaled from a topographic map and have
 KF0613.an estimated accuracy of +/- 6 seconds.
 KF0613
 KF0613.The orthometric height was determined by differential leveling
 KF0613.and adjusted by the National Geodetic Survey in June 1991..
 KF0613
 KF0613.The geoid height was determined by GEOID03.
 KF0613
 KF0613.The dynamic height is computed by dividing the NAVD 88
 KF0613.geopotential number by the normal gravity value computed on the
 KF0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0613.degrees latitude (g = 980.6199 gals.).
 KF0613
 KF0613.The modeled gravity was interpolated from observed gravity values.
 KF0613
 KF0613;                    North         East    Units  Estimated Accuracy
 KF0613;SPC KS N     -   128,870.      514,010.      MT  (+/- 180 meters Scaled)
 KF0613
 KF0613                          SUPERSEDED SURVEY CONTROL
 KF0613
 KF0613  NGVD 29 (??/??/92)  327.060  (m)         1073.03   (f) ADJ UNCH    2 0
 KF0613
 KF0613.Superseded values are not recommended for survey control.
 KF0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0613.See file dsdata.txt to determine how the superseded data were derived.
 KF0613
 KF0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ999733(NAD 83)
 KF0613_MARKER: DD = SURVEY DISK
 KF0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0613_STAMPING: N 111 1934
 KF0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0613+STABILITY: SURFACE MOTION
 KF0613
 KF0613  HISTORY     - Date     Condition        Report By
 KF0613  HISTORY     - 1934     MONUMENTED       KSGS
 KF0613  HISTORY     - 1952     GOOD             NGS
 KF0613
 KF0613                          STATION DESCRIPTION
 KF0613
 KF0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KF0613'3.4 MI SW FROM CLABURNE.
 KF0613'ALONG THE UNION PACIFIC RAILROAD, ABOUT 2 POLES SOUTH OF MILEPOST
 KF0613'164.  140 FEET NORTHEAST OF THE NORTH CORNER OF BRIDGE 164.09,
 KF0613'41 FEET NORTHWEST OF THE NORTHWEST RAIL, 27 FEET NORTHEAST OF
 KF0613'THE CENTER, 21 FEET NORTHEAST OF THE NORTHEAST GATE POST.  5
 KF0613'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, AND PROJECTS 2 INCHES.
 KF0613'NOTE-- A.H. ROSENBERGS FARM BUILDINGS ARE ABOUT 100 YARDS
 KF0613'NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0304 ***********************************************************************
 KF0304  DESIGNATION -  N 112
 KF0304  PID         -  KF0304
 KF0304  STATE/COUNTY-  KS/WASHINGTON
 KF0304  USGS QUAD   -  GREENLEAF (1983)
 KF0304
 KF0304                         *CURRENT SURVEY CONTROL
 KF0304  ___________________________________________________________________
 KF0304* NAD 83(1986)-  39 43 42.     (N)    096 58 35.     (W)     SCALED    
 KF0304* NAVD 88     -       431.909  (meters)    1417.02   (feet)  ADJUSTED  
 KF0304  ___________________________________________________________________
 KF0304  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 KF0304  DYNAMIC HT  -         431.672 (meters)    1416.24  (feet)  COMP
 KF0304  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 KF0304
 KF0304  VERT ORDER  -  SECOND    CLASS 0
 KF0304
 KF0304.The horizontal coordinates were scaled from a topographic map and have
 KF0304.an estimated accuracy of +/- 6 seconds.
 KF0304
 KF0304.The orthometric height was determined by differential leveling
 KF0304.and adjusted by the National Geodetic Survey in June 1991..
 KF0304
 KF0304.The geoid height was determined by GEOID03.
 KF0304
 KF0304.The dynamic height is computed by dividing the NAVD 88
 KF0304.geopotential number by the normal gravity value computed on the
 KF0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0304.degrees latitude (g = 980.6199 gals.).
 KF0304
 KF0304.The modeled gravity was interpolated from observed gravity values.
 KF0304
 KF0304;                    North         East    Units  Estimated Accuracy
 KF0304;SPC KS N     -   155,360.      487,750.      MT  (+/- 180 meters Scaled)
 KF0304
 KF0304                          SUPERSEDED SURVEY CONTROL
 KF0304
 KF0304  NGVD 29 (??/??/92)  431.798  (m)         1416.66   (f) ADJ UNCH    2 0
 KF0304
 KF0304.Superseded values are not recommended for survey control.
 KF0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0304.See file dsdata.txt to determine how the superseded data were derived.
 KF0304
 KF0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ734995(NAD 83)
 KF0304_MARKER: DD = SURVEY DISK
 KF0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0304_STAMPING: N 112 1934
 KF0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0304+STABILITY: SURFACE MOTION
 KF0304
 KF0304  HISTORY     - Date     Condition        Report By
 KF0304  HISTORY     - 1934     MONUMENTED       KSGS
 KF0304  HISTORY     - 1965     GOOD             NGS
 KF0304
 KF0304                          STATION DESCRIPTION
 KF0304
 KF0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0304'AT GREENLEAF.
 KF0304'269 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MISSOURI
 KF0304'PACIFIC RAILROAD STATION AT GREENLEAF, 64 FEET NORTHWEST OF
 KF0304'CENTER OF THE STREET, 54.5 FEET SOUTHEAST OF EAST ONE OF 4-LARGE
 KF0304'ELM TREES, 39.5 FEET NORTHWEST OF A FIRE HYDRANT, 26.5 FEET
 KF0304'WEST OF WEST EDGE OF A SIDEWALK, 19 FEET NORTH OF NORTH RAIL
 KF0304'AND 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  A STATE
 KF0304'SURVEY DISK, STAMPED N 112 1934, IN THE TOP OF A CONCRETE POST,
 KF0304'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0008 ***********************************************************************
 KF0008  DESIGNATION -  N 114
 KF0008  PID         -  KF0008
 KF0008  STATE/COUNTY-  KS/MARSHALL
 KF0008  USGS QUAD   -  WHEATON (1983)
 KF0008
 KF0008                         *CURRENT SURVEY CONTROL
 KF0008  ___________________________________________________________________
 KF0008* NAD 83(1986)-  39 36 53.     (N)    096 18 01.     (W)     SCALED    
 KF0008* NAVD 88     -       379.760  (meters)    1245.93   (feet)  ADJUSTED  
 KF0008  ___________________________________________________________________
 KF0008  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 KF0008  DYNAMIC HT  -         379.523 (meters)    1245.15  (feet)  COMP
 KF0008  MODELED GRAV-     979,991.4   (mgal)                       NAVD 88
 KF0008
 KF0008  VERT ORDER  -  SECOND    CLASS 0
 KF0008
 KF0008.The horizontal coordinates were scaled from a topographic map and have
 KF0008.an estimated accuracy of +/- 6 seconds.
 KF0008
 KF0008.The orthometric height was determined by differential leveling
 KF0008.and adjusted by the National Geodetic Survey in June 1991..
 KF0008
 KF0008.The geoid height was determined by GEOID03.
 KF0008
 KF0008.The dynamic height is computed by dividing the NAVD 88
 KF0008.geopotential number by the normal gravity value computed on the
 KF0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0008.degrees latitude (g = 980.6199 gals.).
 KF0008
 KF0008.The modeled gravity was interpolated from observed gravity values.
 KF0008
 KF0008;                    North         East    Units  Estimated Accuracy
 KF0008;SPC KS N     -   143,620.      545,950.      MT  (+/- 180 meters Scaled)
 KF0008
 KF0008                          SUPERSEDED SURVEY CONTROL
 KF0008
 KF0008  NGVD 29 (??/??/92)  379.623  (m)         1245.48   (f) ADJ UNCH    2 0
 KF0008
 KF0008.Superseded values are not recommended for survey control.
 KF0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0008.See file dsdata.txt to determine how the superseded data were derived.
 KF0008
 KF0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ317884(NAD 83)
 KF0008_MARKER: DB = BENCH MARK DISK
 KF0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0008_SP_SET: FOOTING
 KF0008_STAMPING: N 114 1934
 KF0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0008
 KF0008  HISTORY     - Date     Condition        Report By
 KF0008  HISTORY     - 1934     MONUMENTED       CGS
 KF0008  HISTORY     - 1965     GOOD             NGS
 KF0008  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 KF0008
 KF0008                          STATION DESCRIPTION
 KF0008
 KF0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0008'AT LILLIS.
 KF0008'AT LILLIS, MARSHALL COUNTY, ON THE UNION PACIFIC RAILROAD, 200
 KF0008'FEET NORTH OF THE STATION, 150 FEET EAST OF THE CENTER LINE OF
 KF0008'THE TRACK, AT THE SITE OF THE RAILROAD WATER TOWER, (NOW REMOVED),
 KF0008'AND IN THE SOUTHWEST CONCRETE FOOTING.  A STANDARD DISK, STAMPED
 KF0008'N 114 1934.  NOTE-- EXCEPT THE FOUNDATION OF RAILROAD STATION
 KF0008'IS ALL THAT REMAINS AND THE ONE FOOTING OF THE OLD WATER TOWER,
 KF0008'IT IS A LARGE CONCRETE BLOCK PROJECTING ABOUT 3 FEET.
 KF0008
 KF0008                          STATION RECOVERY (1981)
 KF0008
 KF0008'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0687 ***********************************************************************
 KF0687  DESIGNATION -  N 115
 KF0687  PID         -  KF0687
 KF0687  STATE/COUNTY-  KS/GEARY
 KF0687  USGS QUAD   -  JUNCTION CITY (1982)
 KF0687
 KF0687                         *CURRENT SURVEY CONTROL
 KF0687  ___________________________________________________________________
 KF0687* NAD 83(1986)-  39 03 04.     (N)    096 48 37.     (W)     SCALED    
 KF0687* NAVD 88     -       325.470  (meters)    1067.81   (feet)  ADJUSTED  
 KF0687  ___________________________________________________________________
 KF0687  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 KF0687  DYNAMIC HT  -         325.246 (meters)    1067.08  (feet)  COMP
 KF0687  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 KF0687
 KF0687  VERT ORDER  -  FIRST     CLASS II
 KF0687
 KF0687.The horizontal coordinates were scaled from a topographic map and have
 KF0687.an estimated accuracy of +/- 6 seconds.
 KF0687
 KF0687.The orthometric height was determined by differential leveling
 KF0687.and adjusted by the National Geodetic Survey in June 1991..
 KF0687
 KF0687.The geoid height was determined by GEOID03.
 KF0687
 KF0687.The dynamic height is computed by dividing the NAVD 88
 KF0687.geopotential number by the normal gravity value computed on the
 KF0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0687.degrees latitude (g = 980.6199 gals.).
 KF0687
 KF0687.The modeled gravity was interpolated from observed gravity values.
 KF0687
 KF0687;                    North         East    Units  Estimated Accuracy
 KF0687;SPC KS N     -    80,360.      502,980.      MT  (+/- 180 meters Scaled)
 KF0687
 KF0687                          SUPERSEDED SURVEY CONTROL
 KF0687
 KF0687  NGVD 29 (??/??/92)  325.341  (m)         1067.39   (f) ADJ UNCH    1 2
 KF0687
 KF0687.Superseded values are not recommended for survey control.
 KF0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0687.See file dsdata.txt to determine how the superseded data were derived.
 KF0687
 KF0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ894247(NAD 83)
 KF0687_MARKER: DD = SURVEY DISK
 KF0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0687_STAMPING: N 115 1934
 KF0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0687+STABILITY: SURFACE MOTION
 KF0687
 KF0687  HISTORY     - Date     Condition        Report By
 KF0687  HISTORY     - 1934     MONUMENTED       KSGS
 KF0687  HISTORY     - 1965     GOOD             NGS
 KF0687  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0687
 KF0687                          STATION DESCRIPTION
 KF0687
 KF0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0687'1.5 MI NE FROM JUNCTION.
 KF0687'1.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0687'STATION AT JUNCTION CITY, GEARY COUNTY, AT A GRAVEL ROAD CROSSING,
 KF0687'84 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 43 FEET
 KF0687'WEST-NORTHWEST OF THE 1 ST. POLE NORTH OF MILEPOST 138, 29
 KF0687'FEET SOUTH OF CENTER LINE OF THE GRAVEL ROAD, 11 FEET SOUTH OF
 KF0687'THE FENCE CORNER, AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 KF0687'A STATE SURVEY DISK, STAMPED, N 115 1934, SET IN THE TOP OF A
 KF0687'CONCRETE POST AND 2-INCHES BELOW THE SURFACE OF THE GROUND.
 KF0687
 KF0687                          STATION RECOVERY (1986)
 KF0687
 KF0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0687'THERE HAS BEEN PIPELINE CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0360 ***********************************************************************
 KF0360  DESIGNATION -  N 116
 KF0360  PID         -  KF0360
 KF0360  STATE/COUNTY-  KS/CLAY
 KF0360  USGS QUAD   -  CLIFTON (1965)
 KF0360
 KF0360                         *CURRENT SURVEY CONTROL
 KF0360  ___________________________________________________________________
 KF0360* NAD 83(1986)-  39 33 54.     (N)    097 16 53.     (W)     SCALED    
 KF0360* NAVD 88     -       385.529  (meters)    1264.86   (feet)  ADJUSTED  
 KF0360  ___________________________________________________________________
 KF0360  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 KF0360  DYNAMIC HT  -         385.305 (meters)    1264.12  (feet)  COMP
 KF0360  MODELED GRAV-     980,032.8   (mgal)                       NAVD 88
 KF0360
 KF0360  VERT ORDER  -  SECOND    CLASS 0
 KF0360
 KF0360.The horizontal coordinates were scaled from a topographic map and have
 KF0360.an estimated accuracy of +/- 6 seconds.
 KF0360
 KF0360.The orthometric height was determined by differential leveling
 KF0360.and adjusted by the National Geodetic Survey in June 1991..
 KF0360
 KF0360.The geoid height was determined by GEOID03.
 KF0360
 KF0360.The dynamic height is computed by dividing the NAVD 88
 KF0360.geopotential number by the normal gravity value computed on the
 KF0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0360.degrees latitude (g = 980.6199 gals.).
 KF0360
 KF0360.The modeled gravity was interpolated from observed gravity values.
 KF0360
 KF0360;                    North         East    Units  Estimated Accuracy
 KF0360;SPC KS N     -   136,980.      461,750.      MT  (+/- 180 meters Scaled)
 KF0360
 KF0360                          SUPERSEDED SURVEY CONTROL
 KF0360
 KF0360  NGVD 29 (??/??/92)  385.414  (m)         1264.48   (f) ADJ UNCH    2 0
 KF0360
 KF0360.Superseded values are not recommended for survey control.
 KF0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0360.See file dsdata.txt to determine how the superseded data were derived.
 KF0360
 KF0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ476808(NAD 83)
 KF0360_MARKER: DB = BENCH MARK DISK
 KF0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0360_STAMPING: N 116 1934
 KF0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0360+STABILITY: SURFACE MOTION
 KF0360
 KF0360  HISTORY     - Date     Condition        Report By
 KF0360  HISTORY     - 1934     MONUMENTED       CGS
 KF0360  HISTORY     - 1935     GOOD             NGS
 KF0360  HISTORY     - 1961     MARK NOT FOUND   USGS
 KF0360  HISTORY     - 1979     MARK NOT FOUND   KSDT
 KF0360
 KF0360                          STATION DESCRIPTION
 KF0360
 KF0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KF0360'AT CLIFTON.
 KF0360'AT CLIFTON, ON THE UNION PACIFIC RAILROAD 125 FEET WEST OF THE
 KF0360'STATION.  25 FEET NORTH OF THE CENTERLINE OF THE SOUTH MOST
 KF0360'TRACKS, AND 400 FEET WEST OF MILEPOST 49.  STANDARD DISK SET
 KF0360'IN A CONCRETE POST.
 KF0360
 KF0360                          STATION RECOVERY (1961)
 KF0360
 KF0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KF0360'MARK NOT FOUND.
 KF0360
 KF0360                          STATION RECOVERY (1979)
 KF0360
 KF0360'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1979
 KF0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0452 ***********************************************************************
 KF0452  DESIGNATION -  N 118
 KF0452  PID         -  KF0452
 KF0452  STATE/COUNTY-  KS/CLAY
 KF0452  USGS QUAD   -  CLAY CENTER NE (1964)
 KF0452
 KF0452                         *CURRENT SURVEY CONTROL
 KF0452  ___________________________________________________________________
 KF0452* NAD 83(1986)-  39 22 50.     (N)    097 05 29.     (W)     SCALED    
 KF0452* NAVD 88     -       388.316  (meters)    1274.00   (feet)  ADJUSTED  
 KF0452  ___________________________________________________________________
 KF0452  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 KF0452  DYNAMIC HT  -         388.091 (meters)    1273.26  (feet)  COMP
 KF0452  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 KF0452
 KF0452  VERT ORDER  -  SECOND    CLASS 0
 KF0452
 KF0452.The horizontal coordinates were scaled from a topographic map and have
 KF0452.an estimated accuracy of +/- 6 seconds.
 KF0452
 KF0452.The orthometric height was determined by differential leveling
 KF0452.and adjusted by the National Geodetic Survey in June 1991..
 KF0452
 KF0452.The geoid height was determined by GEOID03.
 KF0452
 KF0452.The dynamic height is computed by dividing the NAVD 88
 KF0452.geopotential number by the normal gravity value computed on the
 KF0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0452.degrees latitude (g = 980.6199 gals.).
 KF0452
 KF0452.The modeled gravity was interpolated from observed gravity values.
 KF0452
 KF0452;                    North         East    Units  Estimated Accuracy
 KF0452;SPC KS N     -   116,650.      478,280.      MT  (+/- 180 meters Scaled)
 KF0452
 KF0452                          SUPERSEDED SURVEY CONTROL
 KF0452
 KF0452  NGVD 29 (??/??/92)  388.214  (m)         1273.67   (f) ADJ UNCH    2 0
 KF0452
 KF0452.Superseded values are not recommended for survey control.
 KF0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0452.See file dsdata.txt to determine how the superseded data were derived.
 KF0452
 KF0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ643607(NAD 83)
 KF0452_MARKER: DD = SURVEY DISK
 KF0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0452_STAMPING: N 118 1934
 KF0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0452+STABILITY: SURFACE MOTION
 KF0452
 KF0452  HISTORY     - Date     Condition        Report By
 KF0452  HISTORY     - 1934     MONUMENTED       KSGS
 KF0452  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0452
 KF0452                          STATION DESCRIPTION
 KF0452
 KF0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0452'2.3 MI E FROM CLAY CENTER.
 KF0452'2.3 MILES EAST ALONG U.S. HIGHWAY 24 FROM THE UNION PACIFIC
 KF0452'RAILROAD STATION AT CLAY CENTER, CLAY COUNTY, AT A ROAD INTERSECTION,
 KF0452'100 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20 FEET WEST OF
 KF0452'THE CENTERLINE OF THE ROAD, ON AN EMBANKMENT AND IN FENCE LINE.
 KF0452'A STATE SURVEY STANDARD DISK, STAMPED N 118 1934 AND SET IN THE
 KF0452'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0857 ***********************************************************************
 KE0857  DESIGNATION -  N 12
 KE0857  PID         -  KE0857
 KE0857  STATE/COUNTY-  KS/SHAWNEE
 KE0857  USGS QUAD   -  TOPEKA (1983)
 KE0857
 KE0857                         *CURRENT SURVEY CONTROL
 KE0857  ___________________________________________________________________
 KE0857* NAD 83(1986)-  39 02 39.     (N)    095 40 03.     (W)     SCALED    
 KE0857* NAVD 88     -       273.004  (meters)     895.68   (feet)  ADJUSTED  
 KE0857  ___________________________________________________________________
 KE0857  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 KE0857  DYNAMIC HT  -         272.826 (meters)     895.10  (feet)  COMP
 KE0857  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 KE0857
 KE0857  VERT ORDER  -  FIRST     CLASS II
 KE0857
 KE0857.The horizontal coordinates were scaled from a topographic map and have
 KE0857.an estimated accuracy of +/- 6 seconds.
 KE0857
 KE0857.The orthometric height was determined by differential leveling
 KE0857.and adjusted by the National Geodetic Survey in June 1991..
 KE0857.WARNING-Repeat measurements at this control monument indicate possible
 KE0857.vertical movement.
 KE0857
 KE0857.The geoid height was determined by GEOID03.
 KE0857
 KE0857.The dynamic height is computed by dividing the NAVD 88
 KE0857.geopotential number by the normal gravity value computed on the
 KE0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0857.degrees latitude (g = 980.6199 gals.).
 KE0857
 KE0857.The modeled gravity was interpolated from observed gravity values.
 KE0857
 KE0857;                    North         East    Units  Estimated Accuracy
 KE0857;SPC KS N     -    81,510.      601,900.      MT  (+/- 180 meters Scaled)
 KE0857
 KE0857                          SUPERSEDED SURVEY CONTROL
 KE0857
 KE0857  NGVD 29 (??/??/92)  272.895  (m)          895.32   (f) ADJ UNCH    1 2
 KE0857
 KE0857.Superseded values are not recommended for survey control.
 KE0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0857.See file dsdata.txt to determine how the superseded data were derived.
 KE0857
 KE0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD691250(NAD 83)
 KE0857_MARKER: DB = BENCH MARK DISK
 KE0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0857_STAMPING: N 12 1933
 KE0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0857+STABILITY: SURFACE MOTION
 KE0857
 KE0857  HISTORY     - Date     Condition        Report By
 KE0857  HISTORY     - 1933     MONUMENTED       CGS
 KE0857  HISTORY     - 1951     GOOD             NGS
 KE0857  HISTORY     - 1970     MARK NOT FOUND   NGS
 KE0857
 KE0857                          STATION DESCRIPTION
 KE0857
 KE0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0857'AT TOPEKA.
 KE0857'0.5 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0857'FROM THE STATION AT TOPEKA, SHAWNEE COUNTY, AT THE CROSSING OF
 KE0857'TENTH AVENUE, 62 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
 KE0857'38 FEET SOUTH OF THE CENTERLINE OF TENTH AVENUE, AT THE SKELLY
 KE0857'OIL CO. PLANT, 4 FEET SOUTH OF THE NORTHWEST CORNER, 6 FEET SOUTH
 KE0857'OF THE SOUTH EDGE OF THE SIDEWALK, AND 1 FOOT WEST OF THE WEST
 KE0857'SIDE OF THE PLANT.  A STANDARD DISK, STAMPED N 12 1933 AND SET
 KE0857'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 KE0857
 KE0857                          STATION RECOVERY (1970)
 KE0857
 KE0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KE0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0804 ***********************************************************************
 KE0804  DESIGNATION -  N 120
 KE0804  PID         -  KE0804
 KE0804  STATE/COUNTY-  KS/JACKSON
 KE0804  USGS QUAD   -  SOLDIER CREEK NW (1964)
 KE0804
 KE0804                         *CURRENT SURVEY CONTROL
 KE0804  ___________________________________________________________________
 KE0804* NAD 83(1986)-  39 27 47.     (N)    095 55 25.     (W)     SCALED    
 KE0804* NAVD 88     -       376.894  (meters)    1236.53   (feet)  ADJUSTED  
 KE0804  ___________________________________________________________________
 KE0804  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 KE0804  DYNAMIC HT  -         376.656 (meters)    1235.75  (feet)  COMP
 KE0804  MODELED GRAV-     979,986.4   (mgal)                       NAVD 88
 KE0804
 KE0804  VERT ORDER  -  SECOND    CLASS 0
 KE0804
 KE0804.The horizontal coordinates were scaled from a topographic map and have
 KE0804.an estimated accuracy of +/- 6 seconds.
 KE0804
 KE0804.The orthometric height was determined by differential leveling
 KE0804.and adjusted by the National Geodetic Survey in June 1991..
 KE0804
 KE0804.The geoid height was determined by GEOID03.
 KE0804
 KE0804.The dynamic height is computed by dividing the NAVD 88
 KE0804.geopotential number by the normal gravity value computed on the
 KE0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0804.degrees latitude (g = 980.6199 gals.).
 KE0804
 KE0804.The modeled gravity was interpolated from observed gravity values.
 KE0804
 KE0804;                    North         East    Units  Estimated Accuracy
 KE0804;SPC KS N     -   127,460.      578,670.      MT  (+/- 180 meters Scaled)
 KE0804
 KE0804                          SUPERSEDED SURVEY CONTROL
 KE0804
 KE0804  NGVD 29 (??/??/92)  376.779  (m)         1236.15   (f) ADJ UNCH    2 0
 KE0804
 KE0804.Superseded values are not recommended for survey control.
 KE0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0804.See file dsdata.txt to determine how the superseded data were derived.
 KE0804
 KE0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD484722(NAD 83)
 KE0804_MARKER: DD = SURVEY DISK
 KE0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0804_STAMPING: N 120 1934
 KE0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0804+STABILITY: SURFACE MOTION
 KE0804
 KE0804  HISTORY     - Date     Condition        Report By
 KE0804  HISTORY     - 1934     MONUMENTED       KSGS
 KE0804  HISTORY     - 1961     MARK NOT FOUND   NGS
 KE0804
 KE0804                          STATION DESCRIPTION
 KE0804
 KE0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE0804'10 MI W FROM HOLTON.
 KE0804'10.0 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 KE0804'AT HOLTON, JACKSON COUNTY, IN THE NORTHWEST CORNER OF A
 KE0804'SCHOOLYARD (THE SCHOOLHOUSE HAS BEEN REMOVED), AT A ROAD
 KE0804'INTERSECTION, 75 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 KE0804'16, AND 49 FEET EAST OF THE CENTERLINE OF THE ROAD.  A STATE
 KE0804'SURVEY STANDARD DISK, STAMPED N 120 1934 AND SET IN THE TOP
 KE0804'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0558 ***********************************************************************
 KE0558  DESIGNATION -  N 121
 KE0558  PID         -  KE0558
 KE0558  STATE/COUNTY-  KS/ATCHISON
 KE0558  USGS QUAD   -  EFFINGHAM (1979)
 KE0558
 KE0558                         *CURRENT SURVEY CONTROL
 KE0558  ___________________________________________________________________
 KE0558* NAD 83(1986)-  39 31 55.     (N)    095 27 34.     (W)     SCALED    
 KE0558* NAVD 88     -       309.026  (meters)    1013.86   (feet)  ADJUSTED  
 KE0558  ___________________________________________________________________
 KE0558  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 KE0558  DYNAMIC HT  -         308.834 (meters)    1013.23  (feet)  COMP
 KE0558  MODELED GRAV-     979,996.9   (mgal)                       NAVD 88
 KE0558
 KE0558  VERT ORDER  -  SECOND    CLASS 0
 KE0558
 KE0558.The horizontal coordinates were scaled from a topographic map and have
 KE0558.an estimated accuracy of +/- 6 seconds.
 KE0558
 KE0558.The orthometric height was determined by differential leveling
 KE0558.and adjusted by the National Geodetic Survey in June 1991..
 KE0558
 KE0558.The geoid height was determined by GEOID03.
 KE0558
 KE0558.The dynamic height is computed by dividing the NAVD 88
 KE0558.geopotential number by the normal gravity value computed on the
 KE0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0558.degrees latitude (g = 980.6199 gals.).
 KE0558
 KE0558.The modeled gravity was interpolated from observed gravity values.
 KE0558
 KE0558;                    North         East    Units  Estimated Accuracy
 KE0558;SPC KS N     -   136,130.      618,390.      MT  (+/- 180 meters Scaled)
 KE0558
 KE0558                          SUPERSEDED SURVEY CONTROL
 KE0558
 KE0558  NGVD 29 (??/??/92)  308.915  (m)         1013.50   (f) ADJ UNCH    2 0
 KE0558
 KE0558.Superseded values are not recommended for survey control.
 KE0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0558.See file dsdata.txt to determine how the superseded data were derived.
 KE0558
 KE0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD886786(NAD 83)
 KE0558_MARKER: DB = BENCH MARK DISK
 KE0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0558_STAMPING: N 121 1934
 KE0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0558+STABILITY: SURFACE MOTION
 KE0558
 KE0558  HISTORY     - Date     Condition        Report By
 KE0558  HISTORY     - 1934     MONUMENTED       CGS
 KE0558  HISTORY     - 1961     MARK NOT FOUND   NGS
 KE0558
 KE0558                          STATION DESCRIPTION
 KE0558
 KE0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE0558'3.3 MI W FROM EFFINGHAM.
 KE0558'3.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0558'STATION AT EFFINGHAM, ATCHISON COUNTY, AT A ROAD CROSSING, 45
 KE0558'FEET NORTH OF THE CENTERLINE OF THE TRACK, 22 FEET WEST OF THE
 KE0558'CENTERLINE OF THE ROAD, 12 FEET WEST OF A FENCE CORNER, AND 4
 KE0558'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD
 KE0558'DISK, STAMPED N 121 1934 AND SET IN THE TOP OF A CONCRETE POST
 KE0558'PROJECTING 1 INCH ABOVE GROUND.  NOTE-- AREA DESCRIBED WAS
 KE0558'NEAR TO A RECENTLY DUG DRAINAGE DITCH.  IT COULD BE COVERED OR
 KE0558'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0691 ***********************************************************************
 KE0691  DESIGNATION -  N 122
 KE0691  PID         -  KE0691
 KE0691  STATE/COUNTY-  KS/JEFFERSON
 KE0691  USGS QUAD   -  NORTONVILLE (1979)
 KE0691
 KE0691                         *CURRENT SURVEY CONTROL
 KE0691  ___________________________________________________________________
 KE0691* NAD 83(1986)-  39 25 06.     (N)    095 20 04.     (W)     SCALED    
 KE0691* NAVD 88     -       354.499  (meters)    1163.05   (feet)  ADJUSTED  
 KE0691  ___________________________________________________________________
 KE0691  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KE0691  DYNAMIC HT  -         354.274 (meters)    1162.31  (feet)  COMP
 KE0691  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 KE0691
 KE0691  VERT ORDER  -  SECOND    CLASS 0
 KE0691
 KE0691.The horizontal coordinates were scaled from a topographic map and have
 KE0691.an estimated accuracy of +/- 6 seconds.
 KE0691
 KE0691.The orthometric height was determined by differential leveling
 KE0691.and adjusted by the National Geodetic Survey in June 1991..
 KE0691
 KE0691.The geoid height was determined by GEOID03.
 KE0691
 KE0691.The dynamic height is computed by dividing the NAVD 88
 KE0691.geopotential number by the normal gravity value computed on the
 KE0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0691.degrees latitude (g = 980.6199 gals.).
 KE0691
 KE0691.The modeled gravity was interpolated from observed gravity values.
 KE0691
 KE0691;                    North         East    Units  Estimated Accuracy
 KE0691;SPC KS N     -   123,830.      629,500.      MT  (+/- 180 meters Scaled)
 KE0691
 KE0691                          SUPERSEDED SURVEY CONTROL
 KE0691
 KE0691  NGVD 29 (??/??/92)  354.385  (m)         1162.68   (f) ADJ UNCH    2 0
 KE0691
 KE0691.Superseded values are not recommended for survey control.
 KE0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0691.See file dsdata.txt to determine how the superseded data were derived.
 KE0691
 KE0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD990658(NAD 83)
 KE0691_MARKER: DD = SURVEY DISK
 KE0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0691_STAMPING: N 122 1934
 KE0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0691+STABILITY: SURFACE MOTION
 KE0691
 KE0691  HISTORY     - Date     Condition        Report By
 KE0691  HISTORY     - 1934     MONUMENTED       KSGS
 KE0691  HISTORY     - 1950     GOOD             NGS
 KE0691
 KE0691                          STATION DESCRIPTION
 KE0691
 KE0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0691'AT NORTONVILLE.
 KE0691'AT NORTONVILLE, JEFFERSON COUNTY, ON THE ATCHISON, TOPEKA AND
 KE0691'SANTA FE RAILWAY, 61 FEET EAST OF THE NORTHEAST CORNER OF THE
 KE0691'STATION, 35 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 KE0691'TRACK, 25 FEET NORTHEAST OF THE EDGE OF A SIDE WALK, AND 8
 KE0691'FEET SOUTHWEST OF AN 8-INCH ELM TREE.  A STATE SURVEY STANDARD
 KE0691'DISK, STAMPED N 122 1934 AND SET IN THE TOP OF A CONCRETE POST
 KE0691'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1033 ***********************************************************************
 KE1033  DESIGNATION -  N 123
 KE1033  PID         -  KE1033
 KE1033  STATE/COUNTY-  KS/LEAVENWORTH
 KE1033  USGS QUAD   -  MIDLAND (1978)
 KE1033
 KE1033                         *CURRENT SURVEY CONTROL
 KE1033  ___________________________________________________________________
 KE1033* NAD 83(1986)-  39 00 07.     (N)    095 11 09.     (W)     SCALED    
 KE1033* NAVD 88     -       250.959  (meters)     823.35   (feet)  ADJUSTED  
 KE1033  ___________________________________________________________________
 KE1033  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 KE1033  DYNAMIC HT  -         250.796 (meters)     822.82  (feet)  COMP
 KE1033  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 KE1033
 KE1033  VERT ORDER  -  SECOND    CLASS 0
 KE1033
 KE1033.The horizontal coordinates were scaled from a topographic map and have
 KE1033.an estimated accuracy of +/- 6 seconds.
 KE1033
 KE1033.The orthometric height was determined by differential leveling
 KE1033.and adjusted by the National Geodetic Survey in June 1991..
 KE1033
 KE1033.The geoid height was determined by GEOID03.
 KE1033
 KE1033.The dynamic height is computed by dividing the NAVD 88
 KE1033.geopotential number by the normal gravity value computed on the
 KE1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1033.degrees latitude (g = 980.6199 gals.).
 KE1033
 KE1033.The modeled gravity was interpolated from observed gravity values.
 KE1033
 KE1033;                    North         East    Units  Estimated Accuracy
 KE1033;SPC KS N     -    78,010.      643,730.      MT  (+/- 180 meters Scaled)
 KE1033
 KE1033                          SUPERSEDED SURVEY CONTROL
 KE1033
 KE1033  NGVD 29 (??/??/92)  250.872  (m)          823.07   (f) ADJ UNCH    2 0
 KE1033
 KE1033.Superseded values are not recommended for survey control.
 KE1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1033.See file dsdata.txt to determine how the superseded data were derived.
 KE1033
 KE1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD107192(NAD 83)
 KE1033_MARKER: DB = BENCH MARK DISK
 KE1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE1033_STAMPING: N 123 1934
 KE1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1033+STABILITY: SURFACE MOTION
 KE1033
 KE1033  HISTORY     - Date     Condition        Report By
 KE1033  HISTORY     - 1934     MONUMENTED       CGS
 KE1033
 KE1033                          STATION DESCRIPTION
 KE1033
 KE1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE1033'3.5 MI NE FROM LAWRENCE.
 KE1033'3.5 MILES NORTH EAST OF UNION PACIFIC STATION AT LAWRENCE.
 KE1033'ALONG UNION PACIFIC RAILROAD AT LEAVENWORTH-DOUGLAS COUNTY LINE.
 KE1033'38 FEET WEST CENTER LINE OF TRACKS, AND 42 FEET EAST CENTER
 KE1033'LINE OF U.S. HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0593 ***********************************************************************
 HF0593  DESIGNATION -  N 14
 HF0593  PID         -  HF0593
 HF0593  STATE/COUNTY-  KS/SUMNER
 HF0593  USGS QUAD   -  PORTLAND (1965)
 HF0593
 HF0593                         *CURRENT SURVEY CONTROL
 HF0593  ___________________________________________________________________
 HF0593* NAD 83(1986)-  37 04 43.     (N)    097 17 29.     (W)     SCALED    
 HF0593* NAVD 88     -       362.062  (meters)    1187.87   (feet)  ADJUSTED  
 HF0593  ___________________________________________________________________
 HF0593  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HF0593  DYNAMIC HT  -         361.762 (meters)    1186.88  (feet)  COMP
 HF0593  MODELED GRAV-     979,791.4   (mgal)                       NAVD 88
 HF0593
 HF0593  VERT ORDER  -  FIRST     CLASS II
 HF0593
 HF0593.The horizontal coordinates were scaled from a topographic map and have
 HF0593.an estimated accuracy of +/- 6 seconds.
 HF0593
 HF0593.The orthometric height was determined by differential leveling
 HF0593.and adjusted by the National Geodetic Survey in June 1991..
 HF0593
 HF0593.The geoid height was determined by GEOID03.
 HF0593
 HF0593.The dynamic height is computed by dividing the NAVD 88
 HF0593.geopotential number by the normal gravity value computed on the
 HF0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0593.degrees latitude (g = 980.6199 gals.).
 HF0593
 HF0593.The modeled gravity was interpolated from observed gravity values.
 HF0593
 HF0593;                    North         East    Units  Estimated Accuracy
 HF0593;SPC KS S     -   446,420.      507,470.      MT  (+/- 180 meters Scaled)
 HF0593
 HF0593                          SUPERSEDED SURVEY CONTROL
 HF0593
 HF0593  NGVD 29 (??/??/92)  361.947  (m)         1187.49   (f) ADJ UNCH    1 2
 HF0593
 HF0593.Superseded values are not recommended for survey control.
 HF0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0593.See file dsdata.txt to determine how the superseded data were derived.
 HF0593
 HF0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG518049(NAD 83)
 HF0593_MARKER: DB = BENCH MARK DISK
 HF0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0593_STAMPING: N 14 1933
 HF0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0593+STABILITY: SURFACE MOTION
 HF0593
 HF0593  HISTORY     - Date     Condition        Report By
 HF0593  HISTORY     - 1933     MONUMENTED       CGS
 HF0593  HISTORY     - 1965     GOOD             USGS
 HF0593
 HF0593                          STATION DESCRIPTION
 HF0593
 HF0593'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HF0593'1 MI E FROM PORTLAND.
 HF0593'ABOUT 1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0593'RAILWAY FROM PORTLAND, SUMNER COUNTY.  201 FEET EAST FROM
 HF0593'CENTERLINE ROAD AT GRADE CROSSING, 45.5 FEET SOUTH OF THE SOUTH
 HF0593'RAIL, 2 FEET NORTH OF FENCE LINE.  A STANDARD DISK SET IN THE
 HF0593'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0195 ***********************************************************************
 HF0195  DESIGNATION -  N 15
 HF0195  PID         -  HF0195
 HF0195  STATE/COUNTY-  KS/COWLEY
 HF0195  USGS QUAD   -  DEXTER (1962)
 HF0195
 HF0195                         *CURRENT SURVEY CONTROL
 HF0195  ___________________________________________________________________
 HF0195* NAD 83(1986)-  37 08 41.     (N)    096 38 51.     (W)     SCALED    
 HF0195* NAVD 88     -       399.223  (meters)    1309.78   (feet)  ADJUSTED  
 HF0195  ___________________________________________________________________
 HF0195  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HF0195  DYNAMIC HT  -         398.884 (meters)    1308.67  (feet)  COMP
 HF0195  MODELED GRAV-     979,771.1   (mgal)                       NAVD 88
 HF0195
 HF0195  VERT ORDER  -  FIRST     CLASS II
 HF0195
 HF0195.The horizontal coordinates were scaled from a topographic map and have
 HF0195.an estimated accuracy of +/- 6 seconds.
 HF0195
 HF0195.The orthometric height was determined by differential leveling
 HF0195.and adjusted by the National Geodetic Survey in June 1991..
 HF0195
 HF0195.The geoid height was determined by GEOID03.
 HF0195
 HF0195.The dynamic height is computed by dividing the NAVD 88
 HF0195.geopotential number by the normal gravity value computed on the
 HF0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0195.degrees latitude (g = 980.6199 gals.).
 HF0195
 HF0195.The modeled gravity was interpolated from observed gravity values.
 HF0195
 HF0195;                    North         East    Units  Estimated Accuracy
 HF0195;SPC KS S     -   454,690.      564,580.      MT  (+/- 180 meters Scaled)
 HF0195
 HF0195                          SUPERSEDED SURVEY CONTROL
 HF0195
 HF0195  NGVD 29 (??/??/92)  399.077  (m)         1309.31   (f) ADJ UNCH    1 2
 HF0195
 HF0195.Superseded values are not recommended for survey control.
 HF0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0195.See file dsdata.txt to determine how the superseded data were derived.
 HF0195
 HF0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG089135(NAD 83)
 HF0195_MARKER: DB = BENCH MARK DISK
 HF0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0195_STAMPING: N 15 1933
 HF0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0195+STABILITY: SURFACE MOTION
 HF0195
 HF0195  HISTORY     - Date     Condition        Report By
 HF0195  HISTORY     - 1933     MONUMENTED       CGS
 HF0195
 HF0195                          STATION DESCRIPTION
 HF0195
 HF0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0195'1.2 MI NW FROM HOOSER.
 HF0195'ABOUT 1.2 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD
 HF0195'FROM HOOSER, COWLEY COUNTY, ABOUT 6-1/2 POLES NORTHWEST
 HF0195'OF MILEPOST 492, 20 FEET WEST OF A PRIVATE-ROAD CROSSING, 48
 HF0195'FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 15 FEET WEST
 HF0195'OF A GATE.  A STANDARD DISK, STAMPED N 15 1933 AND SET IN THE
 HF0195'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0523 ***********************************************************************
 KH0523  DESIGNATION -  N 150
 KH0523  PID         -  KH0523
 KH0523  STATE/COUNTY-  KS/CHEYENNE
 KH0523  USGS QUAD   -  ST FRANCIS (1978)
 KH0523
 KH0523                         *CURRENT SURVEY CONTROL
 KH0523  ___________________________________________________________________
 KH0523* NAD 83(1986)-  39 46 26.     (N)    101 48 26.     (W)     SCALED    
 KH0523* NAVD 88     -      1004.633  (meters)    3296.03   (feet)  ADJUSTED  
 KH0523  ___________________________________________________________________
 KH0523  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 KH0523  DYNAMIC HT  -        1003.853 (meters)    3293.47  (feet)  COMP
 KH0523  MODELED GRAV-     979,816.3   (mgal)                       NAVD 88
 KH0523
 KH0523  VERT ORDER  -  SECOND    CLASS 0
 KH0523
 KH0523.The horizontal coordinates were scaled from a topographic map and have
 KH0523.an estimated accuracy of +/- 6 seconds.
 KH0523
 KH0523.The orthometric height was determined by differential leveling
 KH0523.and adjusted by the National Geodetic Survey in June 1991..
 KH0523
 KH0523.The geoid height was determined by GEOID03.
 KH0523
 KH0523.The dynamic height is computed by dividing the NAVD 88
 KH0523.geopotential number by the normal gravity value computed on the
 KH0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0523.degrees latitude (g = 980.6199 gals.).
 KH0523
 KH0523.The modeled gravity was interpolated from observed gravity values.
 KH0523
 KH0523;                    North         East    Units  Estimated Accuracy
 KH0523;SPC KS N     -   166,780.       73,910.      MT  (+/- 180 meters Scaled)
 KH0523
 KH0523                          SUPERSEDED SURVEY CONTROL
 KH0523
 KH0523  NGVD 29 (??/??/92) 1004.203  (m)         3294.62   (f) ADJ UNCH    2 0
 KH0523
 KH0523.Superseded values are not recommended for survey control.
 KH0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0523.See file dsdata.txt to determine how the superseded data were derived.
 KH0523
 KH0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK595064(NAD 83)
 KH0523_MARKER: DB = BENCH MARK DISK
 KH0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0523_SP_SET: TANK BASE
 KH0523_STAMPING: N 150 1942
 KH0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0523
 KH0523  HISTORY     - Date     Condition        Report By
 KH0523  HISTORY     - 1942     MONUMENTED       CGS
 KH0523  HISTORY     - 1942     GOOD             NGS
 KH0523  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0523
 KH0523                          STATION DESCRIPTION
 KH0523
 KH0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KH0523'AT ST FRANCIS.
 KH0523'AT ST. FRANCIS, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 150
 KH0523'FEET SOUTH OF THE STATION, 30 FEET EAST OF THE CENTER LINE OF THE
 KH0523'MAIN TRACK AT THE WATER TANK, AND IN THE TOP OF THE SOUTHEAST BASE.
 KH0523
 KH0523                          STATION RECOVERY (1975)
 KH0523
 KH0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0018 ***********************************************************************
 JH0018  DESIGNATION -  N 151
 JH0018  PID         -  JH0018
 JH0018  STATE/COUNTY-  KS/GOVE
 JH0018  USGS QUAD   -  GOVE (1972)
 JH0018
 JH0018                         *CURRENT SURVEY CONTROL
 JH0018  ___________________________________________________________________
 JH0018* NAD 83(1986)-  38 59 09.     (N)    100 28 56.     (W)     SCALED    
 JH0018* NAVD 88     -       829.443  (meters)    2721.26   (feet)  ADJUSTED  
 JH0018  ___________________________________________________________________
 JH0018  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 JH0018  DYNAMIC HT  -         828.793 (meters)    2719.13  (feet)  COMP
 JH0018  MODELED GRAV-     979,817.0   (mgal)                       NAVD 88
 JH0018
 JH0018  VERT ORDER  -  SECOND    CLASS 0
 JH0018
 JH0018.The horizontal coordinates were scaled from a topographic map and have
 JH0018.an estimated accuracy of +/- 6 seconds.
 JH0018
 JH0018.The orthometric height was determined by differential leveling
 JH0018.and adjusted by the National Geodetic Survey in June 1991..
 JH0018
 JH0018.The geoid height was determined by GEOID03.
 JH0018
 JH0018.The dynamic height is computed by dividing the NAVD 88
 JH0018.geopotential number by the normal gravity value computed on the
 JH0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0018.degrees latitude (g = 980.6199 gals.).
 JH0018
 JH0018.The modeled gravity was interpolated from observed gravity values.
 JH0018
 JH0018;                    North         East    Units  Estimated Accuracy
 JH0018;SPC KS N     -    75,380.      184,970.      MT  (+/- 180 meters Scaled)
 JH0018
 JH0018                          SUPERSEDED SURVEY CONTROL
 JH0018
 JH0018  NGVD 29 (??/??/92)  829.131  (m)         2720.24   (f) ADJ UNCH    2 0
 JH0018
 JH0018.Superseded values are not recommended for survey control.
 JH0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0018.See file dsdata.txt to determine how the superseded data were derived.
 JH0018
 JH0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ716162(NAD 83)
 JH0018_MARKER: DB = BENCH MARK DISK
 JH0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0018_STAMPING: N 151 1934
 JH0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0018+STABILITY: SURFACE MOTION
 JH0018
 JH0018  HISTORY     - Date     Condition        Report By
 JH0018  HISTORY     - 1934     MONUMENTED       CGS
 JH0018
 JH0018                          STATION DESCRIPTION
 JH0018
 JH0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0018'2.1 MI N FROM GOVE.
 JH0018'2.1 MILES NORTH ALONG A SURFACED ROAD (OLD STATE HIGHWAY 23)
 JH0018'FROM THE COURTHOUSE AT GOVE, GOVE COUNTY, 0.2 MILE SOUTH OF THE
 JH0018'INTERSECTION OF AN OLD SECTION-LINE ROAD, 0.1 MILE NORTH OF A
 JH0018'HOUSE, AT THE TOP OF A SLIGHT HILL, 35 FEET WEST OF THE CENTER
 JH0018'LINE OF THE ROAD, AND 30 FEET NORTH OF AN ELECTRIC-LIGHT POLE.
 JH0018'A STANDARD DISK, STAMPED N 151 1934 AND SET IN THE TOP OF A
 JH0018'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0004 ***********************************************************************
 KH0004  DESIGNATION -  N 152
 KH0004  PID         -  KH0004
 KH0004  STATE/COUNTY-  KS/SHERIDAN
 KH0004  USGS QUAD   -  DRESDEN SOUTH (1978)
 KH0004
 KH0004                         *CURRENT SURVEY CONTROL
 KH0004  ___________________________________________________________________
 KH0004* NAD 83(1986)-  39 33 09.     (N)    100 25 20.     (W)     SCALED    
 KH0004* NAVD 88     -       839.956  (meters)    2755.76   (feet)  ADJUSTED  
 KH0004  ___________________________________________________________________
 KH0004  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 KH0004  DYNAMIC HT  -         839.339 (meters)    2753.73  (feet)  COMP
 KH0004  MODELED GRAV-     979,864.5   (mgal)                       NAVD 88
 KH0004
 KH0004  VERT ORDER  -  SECOND    CLASS 0
 KH0004
 KH0004.The horizontal coordinates were scaled from a topographic map and have
 KH0004.an estimated accuracy of +/- 6 seconds.
 KH0004
 KH0004.The orthometric height was determined by differential leveling
 KH0004.and adjusted by the National Geodetic Survey in June 1991..
 KH0004
 KH0004.The geoid height was determined by GEOID03.
 KH0004
 KH0004.The dynamic height is computed by dividing the NAVD 88
 KH0004.geopotential number by the normal gravity value computed on the
 KH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0004.degrees latitude (g = 980.6199 gals.).
 KH0004
 KH0004.The modeled gravity was interpolated from observed gravity values.
 KH0004
 KH0004;                    North         East    Units  Estimated Accuracy
 KH0004;SPC KS N     -   138,130.      191,840.      MT  (+/- 180 meters Scaled)
 KH0004
 KH0004                          SUPERSEDED SURVEY CONTROL
 KH0004
 KH0004  NGVD 29 (??/??/92)  839.647  (m)         2754.74   (f) ADJ UNCH    2 0
 KH0004
 KH0004.Superseded values are not recommended for survey control.
 KH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0004.See file dsdata.txt to determine how the superseded data were derived.
 KH0004
 KH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ778790(NAD 83)
 KH0004_MARKER: DB = BENCH MARK DISK
 KH0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0004_STAMPING: N 152 1934
 KH0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0004+STABILITY: SURFACE MOTION
 KH0004
 KH0004  HISTORY     - Date     Condition        Report By
 KH0004  HISTORY     - 1934     MONUMENTED       CGS
 KH0004  HISTORY     - 1941     GOOD             NGS
 KH0004
 KH0004                          STATION DESCRIPTION
 KH0004
 KH0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0004'4.7 MI S FROM DRESDEN.
 KH0004'IN SHERIDAN COUNTY, 4.7 MILES SOUTH ALONG STATE HIGHWAY 123 AND
 KH0004'23 FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION
 KH0004'AT DRESDEN, DECATUR COUNTY, 250 FEET NORTHEAST OF A SCHOOLHOUSE,
 KH0004'AT A ROAD INTERSECTION (FORMER STATE HIGHWAY 9), 25 FEET EAST
 KH0004'OF THE CENTER LINE OF THE HIGHWAY, AND 25 FEET SOUTH OF THE
 KH0004'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED N 152 1934
 KH0004'AND SET IN THE TOP OF A CONCRETE POST.
 KH0004
 KH0004                          STATION RECOVERY (1941)
 KH0004
 KH0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KH0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0253 ***********************************************************************
 KH0253  DESIGNATION -  N 153
 KH0253  PID         -  KH0253
 KH0253  STATE/COUNTY-  KS/DECATUR
 KH0253  USGS QUAD   -  SELDEN (1978)
 KH0253
 KH0253                         *CURRENT SURVEY CONTROL
 KH0253  ___________________________________________________________________
 KH0253* NAD 83(1986)-  39 34 02.     (N)    100 30 55.     (W)     SCALED    
 KH0253* NAVD 88     -       861.370  (meters)    2826.01   (feet)  ADJUSTED  
 KH0253  ___________________________________________________________________
 KH0253  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 KH0253  DYNAMIC HT  -         860.733 (meters)    2823.92  (feet)  COMP
 KH0253  MODELED GRAV-     979,858.0   (mgal)                       NAVD 88
 KH0253
 KH0253  VERT ORDER  -  SECOND    CLASS 0
 KH0253
 KH0253.The horizontal coordinates were scaled from a topographic map and have
 KH0253.an estimated accuracy of +/- 6 seconds.
 KH0253
 KH0253.The orthometric height was determined by differential leveling
 KH0253.and adjusted by the National Geodetic Survey in June 1991..
 KH0253
 KH0253.The geoid height was determined by GEOID03.
 KH0253
 KH0253.The dynamic height is computed by dividing the NAVD 88
 KH0253.geopotential number by the normal gravity value computed on the
 KH0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0253.degrees latitude (g = 980.6199 gals.).
 KH0253
 KH0253.The modeled gravity was interpolated from observed gravity values.
 KH0253
 KH0253;                    North         East    Units  Estimated Accuracy
 KH0253;SPC KS N     -   139,980.      183,900.      MT  (+/- 180 meters Scaled)
 KH0253
 KH0253                          SUPERSEDED SURVEY CONTROL
 KH0253
 KH0253  NGVD 29 (??/??/92)  861.051  (m)         2824.96   (f) ADJ UNCH    2 0
 KH0253
 KH0253.Superseded values are not recommended for survey control.
 KH0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0253.See file dsdata.txt to determine how the superseded data were derived.
 KH0253
 KH0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ698808(NAD 83)
 KH0253_MARKER: DB = BENCH MARK DISK
 KH0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0253_STAMPING: N 153 1934
 KH0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0253+STABILITY: SURFACE MOTION
 KH0253
 KH0253  HISTORY     - Date     Condition        Report By
 KH0253  HISTORY     - 1934     MONUMENTED       CGS
 KH0253
 KH0253                          STATION DESCRIPTION
 KH0253
 KH0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0253'3.3 MI NE FROM SELDEN.
 KH0253'3.3 MILES NORTHEAST OF ROCK ISLAND STATION AT SELDEN 4 POLES
 KH0253'EAST OF MILEPOST 357, AT A ROAD CROSSING, 33 FEET NORTH OF
 KH0253'CENTERLINE OF C.R.I. AND P. RR TRACK, 45 FEET WEST OF CENTERLINE
 KH0253'OF ROAD, 43 FEET SOUTHWEST OF H. BRUGGEMAN MAIL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0195 ***********************************************************************
 KH0195  DESIGNATION -  N 154
 KH0195  PID         -  KH0195
 KH0195  STATE/COUNTY-  KS/THOMAS
 KH0195  USGS QUAD   -  HALFORD (1979)
 KH0195
 KH0195                         *CURRENT SURVEY CONTROL
 KH0195  ___________________________________________________________________
 KH0195* NAD 83(1986)-  39 21 57.     (N)    100 48 53.     (W)     SCALED    
 KH0195* NAVD 88     -       929.992  (meters)    3051.15   (feet)  ADJUSTED  
 KH0195  ___________________________________________________________________
 KH0195  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KH0195  DYNAMIC HT  -         929.266 (meters)    3048.77  (feet)  COMP
 KH0195  MODELED GRAV-     979,814.4   (mgal)                       NAVD 88
 KH0195
 KH0195  VERT ORDER  -  SECOND    CLASS 0
 KH0195
 KH0195.The horizontal coordinates were scaled from a topographic map and have
 KH0195.an estimated accuracy of +/- 6 seconds.
 KH0195
 KH0195.The orthometric height was determined by differential leveling
 KH0195.and adjusted by the National Geodetic Survey in June 1991..
 KH0195
 KH0195.The geoid height was determined by GEOID03.
 KH0195
 KH0195.The dynamic height is computed by dividing the NAVD 88
 KH0195.geopotential number by the normal gravity value computed on the
 KH0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0195.degrees latitude (g = 980.6199 gals.).
 KH0195
 KH0195.The modeled gravity was interpolated from observed gravity values.
 KH0195
 KH0195;                    North         East    Units  Estimated Accuracy
 KH0195;SPC KS N     -   118,390.      157,480.      MT  (+/- 180 meters Scaled)
 KH0195
 KH0195                          SUPERSEDED SURVEY CONTROL
 KH0195
 KH0195  NGVD 29 (??/??/92)  929.638  (m)         3049.99   (f) ADJ UNCH    2 0
 KH0195
 KH0195.Superseded values are not recommended for survey control.
 KH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0195.See file dsdata.txt to determine how the superseded data were derived.
 KH0195
 KH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ436589(NAD 83)
 KH0195_MARKER: DB = BENCH MARK DISK
 KH0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0195_STAMPING: N 154 1934
 KH0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0195+STABILITY: SURFACE MOTION
 KH0195
 KH0195  HISTORY     - Date     Condition        Report By
 KH0195  HISTORY     - 1934     MONUMENTED       CGS
 KH0195  HISTORY     - 1942     GOOD             NGS
 KH0195
 KH0195                          STATION DESCRIPTION
 KH0195
 KH0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KH0195'4.6 MI W FROM MENLO.
 KH0195'4.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0195'AT MENLO, THOMAS COUNTY, 1 POLE EAST OF MILEPOST 191, 75 FEET
 KH0195'EAST OF A ROAD CROSSING, NEAR THE EAST END OF A CUT, AND 20 FEET
 KH0195'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KH0195'N 154 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0353 ***********************************************************************
 KG0353  DESIGNATION -  N 155
 KG0353  PID         -  KG0353
 KG0353  STATE/COUNTY-  KS/GRAHAM
 KG0353  USGS QUAD   -  PENOKEE (1979)
 KG0353
 KG0353                         *CURRENT SURVEY CONTROL
 KG0353  ___________________________________________________________________
 KG0353* NAD 83(1986)-  39 21 05.     (N)    099 55 15.     (W)     SCALED    
 KG0353* NAVD 88     -       665.884  (meters)    2184.65   (feet)  ADJUSTED  
 KG0353  ___________________________________________________________________
 KG0353  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 KG0353  DYNAMIC HT  -         665.407 (meters)    2183.09  (feet)  COMP
 KG0353  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 KG0353
 KG0353  VERT ORDER  -  SECOND    CLASS 0
 KG0353
 KG0353.The horizontal coordinates were scaled from a topographic map and have
 KG0353.an estimated accuracy of +/- 6 seconds.
 KG0353
 KG0353.The orthometric height was determined by differential leveling
 KG0353.and adjusted by the National Geodetic Survey in June 1991..
 KG0353
 KG0353.The geoid height was determined by GEOID03.
 KG0353
 KG0353.The dynamic height is computed by dividing the NAVD 88
 KG0353.geopotential number by the normal gravity value computed on the
 KG0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0353.degrees latitude (g = 980.6199 gals.).
 KG0353
 KG0353.The modeled gravity was interpolated from observed gravity values.
 KG0353
 KG0353;                    North         East    Units  Estimated Accuracy
 KG0353;SPC KS N     -   114,770.      234,450.      MT  (+/- 180 meters Scaled)
 KG0353
 KG0353                          SUPERSEDED SURVEY CONTROL
 KG0353
 KG0353  NGVD 29 (??/??/92)  665.640  (m)         2183.85   (f) ADJ UNCH    2 0
 KG0353
 KG0353.Superseded values are not recommended for survey control.
 KG0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0353.See file dsdata.txt to determine how the superseded data were derived.
 KG0353
 KG0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ206561(NAD 83)
 KG0353_MARKER: DB = BENCH MARK DISK
 KG0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0353_STAMPING: N 155 1934
 KG0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0353+STABILITY: SURFACE MOTION
 KG0353
 KG0353  HISTORY     - Date     Condition        Report By
 KG0353  HISTORY     - 1934     MONUMENTED       CGS
 KG0353  HISTORY     - 1941     GOOD             NGS
 KG0353
 KG0353                          STATION DESCRIPTION
 KG0353
 KG0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0353'4 MI W FROM HILL CITY.
 KG0353'4.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0353'AT HILL CITY, GRAHAM COUNTY, 2 POLES EAST OF MILEPOST 142, AT A
 KG0353'ROAD CROSSING, 15 FEET EAST OF THE ROAD, AND 45 FEET SOUTH OF
 KG0353'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 155
 KG0353'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0218 ***********************************************************************
 KH0218  DESIGNATION -  N 156
 KH0218  PID         -  KH0218
 KH0218  STATE/COUNTY-  KS/DECATUR
 KH0218  USGS QUAD   -  TRAER (1978)
 KH0218
 KH0218                         *CURRENT SURVEY CONTROL
 KH0218  ___________________________________________________________________
 KH0218* NAD 83(1986)-  39 55 57.     (N)    100 38 42.     (W)     SCALED    
 KH0218* NAVD 88     -       789.255  (meters)    2589.41   (feet)  ADJUSTED  
 KH0218  ___________________________________________________________________
 KH0218  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 KH0218  DYNAMIC HT  -         788.703 (meters)    2587.60  (feet)  COMP
 KH0218  MODELED GRAV-     979,900.8   (mgal)                       NAVD 88
 KH0218
 KH0218  VERT ORDER  -  SECOND    CLASS 0
 KH0218
 KH0218.The horizontal coordinates were scaled from a topographic map and have
 KH0218.an estimated accuracy of +/- 6 seconds.
 KH0218
 KH0218.The orthometric height was determined by differential leveling
 KH0218.and adjusted by the National Geodetic Survey in June 1991..
 KH0218
 KH0218.The geoid height was determined by GEOID03.
 KH0218
 KH0218.The dynamic height is computed by dividing the NAVD 88
 KH0218.geopotential number by the normal gravity value computed on the
 KH0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0218.degrees latitude (g = 980.6199 gals.).
 KH0218
 KH0218.The modeled gravity was interpolated from observed gravity values.
 KH0218
 KH0218;                    North         East    Units  Estimated Accuracy
 KH0218;SPC KS N     -   180,840.      173,940.      MT  (+/- 180 meters Scaled)
 KH0218
 KH0218                          SUPERSEDED SURVEY CONTROL
 KH0218
 KH0218  NGVD 29 (??/??/92)  788.942  (m)         2588.39   (f) ADJ UNCH    2 0
 KH0218
 KH0218.Superseded values are not recommended for survey control.
 KH0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0218.See file dsdata.txt to determine how the superseded data were derived.
 KH0218
 KH0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK594215(NAD 83)
 KH0218_MARKER: DB = BENCH MARK DISK
 KH0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0218_STAMPING: N 156 1934
 KH0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0218+STABILITY: SURFACE MOTION
 KH0218
 KH0218  HISTORY     - Date     Condition        Report By
 KH0218  HISTORY     - 1934     MONUMENTED       CGS
 KH0218  HISTORY     - 1977     MARK NOT FOUND   USGS
 KH0218
 KH0218                          STATION DESCRIPTION
 KH0218
 KH0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0218'5.6 MI SW FROM CEDAR BLUFFS.
 KH0218'5.6 MILES SOUTHWEST OF BURLINGTON STA. AT CEDAR BLUFFS 30 FEET
 KH0218'NORTH OF C.B. AND Q. RR. TRACK, 4 FEET WEST OF GATE, IN FENCE
 KH0218'CORNER.
 KH0218
 KH0218                          STATION RECOVERY (1977)
 KH0218
 KH0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KH0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0244 ***********************************************************************
 KG0244  DESIGNATION -  N 157
 KG0244  PID         -  KG0244
 KG0244  STATE/COUNTY-  KS/ROOKS
 KG0244  USGS QUAD   -  GLADE SE (1972)
 KG0244
 KG0244                         *CURRENT SURVEY CONTROL
 KG0244  ___________________________________________________________________
 KG0244* NAD 83(1986)-  39 31 33.     (N)    099 17 08.     (W)     SCALED    
 KG0244* NAVD 88     -       598.759  (meters)    1964.43   (feet)  ADJUSTED  
 KG0244  ___________________________________________________________________
 KG0244  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 KG0244  DYNAMIC HT  -         598.358 (meters)    1963.11  (feet)  COMP
 KG0244  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 KG0244
 KG0244  VERT ORDER  -  SECOND    CLASS 0
 KG0244
 KG0244.The horizontal coordinates were scaled from a topographic map and have
 KG0244.an estimated accuracy of +/- 6 seconds.
 KG0244
 KG0244.The orthometric height was determined by differential leveling
 KG0244.and adjusted by the National Geodetic Survey in June 1991..
 KG0244
 KG0244.The geoid height was determined by GEOID03.
 KG0244
 KG0244.The dynamic height is computed by dividing the NAVD 88
 KG0244.geopotential number by the normal gravity value computed on the
 KG0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0244.degrees latitude (g = 980.6199 gals.).
 KG0244
 KG0244.The modeled gravity was interpolated from observed gravity values.
 KG0244
 KG0244;                    North         East    Units  Estimated Accuracy
 KG0244;SPC KS N     -   133,170.      289,470.      MT  (+/- 180 meters Scaled)
 KG0244
 KG0244                          SUPERSEDED SURVEY CONTROL
 KG0244
 KG0244  NGVD 29 (??/??/92)  598.529  (m)         1963.67   (f) ADJ UNCH    2 0
 KG0244
 KG0244.Superseded values are not recommended for survey control.
 KG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0244.See file dsdata.txt to determine how the superseded data were derived.
 KG0244
 KG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ754751(NAD 83)
 KG0244_MARKER: DB = BENCH MARK DISK
 KG0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0244_SP_SET: CULVERT
 KG0244_STAMPING: N 157 1934
 KG0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0244
 KG0244  HISTORY     - Date     Condition        Report By
 KG0244  HISTORY     - 1934     MONUMENTED       CGS
 KG0244
 KG0244                          STATION DESCRIPTION
 KG0244
 KG0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0244'6.2 MI N FROM STOCKTON.
 KG0244'6.2 MILES NORTH OF COURTHOUSE AT STOCKTON 400 FEET SOUTHEAST OF
 KG0244'A TWO-STORY WHITE HOUSE, AND 200 FEET NORTHEAST OF A ONE STORY
 KG0244'WHITE HOUSE, IN CENTER OF EAST HEADWALL OF CONCRETE CULVERT
 KG0244'ON STATE HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0377 ***********************************************************************
 JG0377  DESIGNATION -  N 158 RESET
 JG0377  PID         -  JG0377
 JG0377  STATE/COUNTY-  KS/ELLIS
 JG0377  USGS QUAD   -  HAYS SOUTH (1983)
 JG0377
 JG0377                         *CURRENT SURVEY CONTROL
 JG0377  ___________________________________________________________________
 JG0377* NAD 83(1986)-  38 52 28.     (N)    099 20 13.     (W)     SCALED    
 JG0377* NAVD 88     -       608.11   (meters)    1995.1    (feet)  RESET     
 JG0377  ___________________________________________________________________
 JG0377  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0377
 JG0377  VERT ORDER  -  THIRD
 JG0377
 JG0377.The horizontal coordinates were scaled from a topographic map and have
 JG0377.an estimated accuracy of +/- 6 seconds.
 JG0377
 JG0377.The orthometric height was computed from unverified reset data.
 JG0377
 JG0377.The geoid height was determined by GEOID03.
 JG0377
 JG0377;                    North         East    Units  Estimated Accuracy
 JG0377;SPC KS N     -    60,930.      283,990.      MT  (+/- 180 meters Scaled)
 JG0377
 JG0377                          SUPERSEDED SURVEY CONTROL
 JG0377
 JG0377.No superseded survey control is available for this station.
 JG0377
 JG0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ707028(NAD 83)
 JG0377_MARKER: DB = BENCH MARK DISK
 JG0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0377_STAMPING: N 158 RESET 1964
 JG0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0377+STABILITY: SURFACE MOTION
 JG0377
 JG0377  HISTORY     - Date     Condition        Report By
 JG0377  HISTORY     - 1964     MONUMENTED       LOCSUR
 JG0377
 JG0377                          STATION DESCRIPTION
 JG0377
 JG0377'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964
 JG0377'AT HAYS.
 JG0377'AT HAYS, ABOUT 589 FEET WEST OF THE UNION PACIFIC RAILROAD DEPOT,
 JG0377'159.6 FEET NORTH OF THE CENTERLINE OF UNION PACIFIC RAILROAD
 JG0377'TRACK, 31 FEET WEST OF THE CENTERLINE OF ELM STREET, AND SET
 JG0377'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FEET ABOVE
 JG0377'GROUND, 1.5 FEET WEST OF WEST EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0222 ***********************************************************************
 KG0222  DESIGNATION -  N 159 RESET
 KG0222  PID         -  KG0222
 KG0222  STATE/COUNTY-  KS/PHILLIPS
 KG0222  USGS QUAD   -  STUTTGART NE (1973)
 KG0222
 KG0222                         *CURRENT SURVEY CONTROL
 KG0222  ___________________________________________________________________
 KG0222* NAD 83(1986)-  39 57 37.     (N)    099 19 42.     (W)     SCALED    
 KG0222* NAVD 88     -       637.47   (meters)    2091.4    (feet)  RESET     
 KG0222  ___________________________________________________________________
 KG0222  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 KG0222
 KG0222  VERT ORDER  -  THIRD
 KG0222
 KG0222.The horizontal coordinates were scaled from a topographic map and have
 KG0222.an estimated accuracy of +/- 6 seconds.
 KG0222
 KG0222.The orthometric height was computed from unverified reset data.
 KG0222
 KG0222.The geoid height was determined by GEOID03.
 KG0222
 KG0222;                    North         East    Units  Estimated Accuracy
 KG0222;SPC KS N     -   181,450.      286,500.      MT  (+/- 180 meters Scaled)
 KG0222
 KG0222                          SUPERSEDED SURVEY CONTROL
 KG0222
 KG0222.No superseded survey control is available for this station.
 KG0222
 KG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK719234(NAD 83)
 KG0222_MARKER: DB = BENCH MARK DISK
 KG0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0222_SP_SET: CULVERT
 KG0222_STAMPING: N 159 RESET 1936
 KG0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0222
 KG0222  HISTORY     - Date     Condition        Report By
 KG0222  HISTORY     - 1936     MONUMENTED       CGS
 KG0222
 KG0222                          STATION DESCRIPTION
 KG0222
 KG0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 KG0222'7.7 MI SE FROM WOODRUFF.
 KG0222'7.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 1
 KG0222'FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT
 KG0222'WOODRUFF, PHILLIPS COUNTY, AT HIGHWAY STATION 692+83, AT A
 KG0222'CULVERT, AND IN THE NORTH END OF THE WEST HUBGUARD.  A STANDARD
 KG0222'DISK, STAMPED N 159 RESET 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0196 ***********************************************************************
 KG0196  DESIGNATION -  N 160
 KG0196  PID         -  KG0196
 KG0196  STATE/COUNTY-  KS/SMITH
 KG0196  USGS QUAD   -  GAYLORD (1973)
 KG0196
 KG0196                         *CURRENT SURVEY CONTROL
 KG0196  ___________________________________________________________________
 KG0196* NAD 83(1986)-  39 37 33.     (N)    098 48 41.     (W)     SCALED    
 KG0196* NAVD 88     -       482.655  (meters)    1583.51   (feet)  ADJUSTED  
 KG0196  ___________________________________________________________________
 KG0196  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 KG0196  DYNAMIC HT  -         482.344 (meters)    1582.49  (feet)  COMP
 KG0196  MODELED GRAV-     979,967.6   (mgal)                       NAVD 88
 KG0196
 KG0196  VERT ORDER  -  SECOND    CLASS 0
 KG0196
 KG0196.The horizontal coordinates were scaled from a topographic map and have
 KG0196.an estimated accuracy of +/- 6 seconds.
 KG0196
 KG0196.The orthometric height was determined by differential leveling
 KG0196.and adjusted by the National Geodetic Survey in June 1991..
 KG0196
 KG0196.The geoid height was determined by GEOID03.
 KG0196
 KG0196.The dynamic height is computed by dividing the NAVD 88
 KG0196.geopotential number by the normal gravity value computed on the
 KG0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0196.degrees latitude (g = 980.6199 gals.).
 KG0196
 KG0196.The modeled gravity was interpolated from observed gravity values.
 KG0196
 KG0196;                    North         East    Units  Estimated Accuracy
 KG0196;SPC KS N     -   143,800.      330,340.      MT  (+/- 180 meters Scaled)
 KG0196
 KG0196                          SUPERSEDED SURVEY CONTROL
 KG0196
 KG0196  NGVD 29 (??/??/92)  482.449  (m)         1582.83   (f) ADJ UNCH    2 0
 KG0196
 KG0196.Superseded values are not recommended for survey control.
 KG0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0196.See file dsdata.txt to determine how the superseded data were derived.
 KG0196
 KG0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ161862(NAD 83)
 KG0196_MARKER: DB = BENCH MARK DISK
 KG0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0196_STAMPING: N 160 1934
 KG0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0196+STABILITY: SURFACE MOTION
 KG0196
 KG0196  HISTORY     - Date     Condition        Report By
 KG0196  HISTORY     - 1934     MONUMENTED       CGS
 KG0196
 KG0196                          STATION DESCRIPTION
 KG0196
 KG0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0196'2.3 MI SE FROM GAYLORD.
 KG0196'2.3 MILES SOUTHEAST OF MISSOURI PACIFIC STATION, GAYLORD 1 POLE
 KG0196'WEST OF MILEAGE 555.20, 100 FEET NORTHEAST OF A CROSSING, 45
 KG0196'FEET NORTH OF CENTERLINE OF MISSOURI PACIFIC RR. TRACK, IN A
 KG0196'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0303 ***********************************************************************
 KG0303  DESIGNATION -  N 161
 KG0303  PID         -  KG0303
 KG0303  STATE/COUNTY-  KS/ROOKS
 KG0303  USGS QUAD   -  STOCKTON (1979)
 KG0303
 KG0303                         *CURRENT SURVEY CONTROL
 KG0303  ___________________________________________________________________
 KG0303* NAD 83(1986)-  39 26 12.     (N)    099 15 29.     (W)     SCALED    
 KG0303* NAVD 88     -       538.533  (meters)    1766.84   (feet)  ADJUSTED  
 KG0303  ___________________________________________________________________
 KG0303  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 KG0303  DYNAMIC HT  -         538.168 (meters)    1765.64  (feet)  COMP
 KG0303  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 KG0303
 KG0303  VERT ORDER  -  SECOND    CLASS 0
 KG0303
 KG0303.The horizontal coordinates were scaled from a topographic map and have
 KG0303.an estimated accuracy of +/- 6 seconds.
 KG0303
 KG0303.The orthometric height was determined by differential leveling
 KG0303.and adjusted by the National Geodetic Survey in June 1991..
 KG0303
 KG0303.The geoid height was determined by GEOID03.
 KG0303
 KG0303.The dynamic height is computed by dividing the NAVD 88
 KG0303.geopotential number by the normal gravity value computed on the
 KG0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0303.degrees latitude (g = 980.6199 gals.).
 KG0303
 KG0303.The modeled gravity was interpolated from observed gravity values.
 KG0303
 KG0303;                    North         East    Units  Estimated Accuracy
 KG0303;SPC KS N     -   123,240.      291,700.      MT  (+/- 180 meters Scaled)
 KG0303
 KG0303                          SUPERSEDED SURVEY CONTROL
 KG0303
 KG0303  NGVD 29 (??/??/92)  538.304  (m)         1766.09   (f) ADJ UNCH    2 0
 KG0303
 KG0303.Superseded values are not recommended for survey control.
 KG0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0303.See file dsdata.txt to determine how the superseded data were derived.
 KG0303
 KG0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ777652(NAD 83)
 KG0303_MARKER: DB = BENCH MARK DISK
 KG0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0303_SP_SET: CULVERT
 KG0303_STAMPING: N 161 1934
 KG0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0303
 KG0303  HISTORY     - Date     Condition        Report By
 KG0303  HISTORY     - 1934     MONUMENTED       CGS
 KG0303  HISTORY     - 1941     GOOD             NGS
 KG0303
 KG0303                          STATION DESCRIPTION
 KG0303
 KG0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0303'0.8 MI E FROM STOCKTON.
 KG0303'0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 KG0303'AT STOCKTON, ROOKS COUNTY, 2-1/2 POLES EAST OF THE TWENTY-FIFTH
 KG0303'POLE WEST OF MILEPOST 579, 100 FEET EAST OF A ROAD CROSSING,
 KG0303'50 FEET NORTH OF A TRESTLE, 50 FEET NORTH OF THE CENTERLINE
 KG0303'OF THE TRACK, AT A LARGE STOCK UNDERPASS ON U.S. HIGHWAY 40 N,
 KG0303'AND IN THE CENTER OF THE TOP OF THE SOUTHEAST CONCRETE HEADWALL.
 KG0303'A STANDARD DISK, STAMPED N 161 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0363 ***********************************************************************
 KG0363  DESIGNATION -  N 162
 KG0363  PID         -  KG0363
 KG0363  STATE/COUNTY-  KS/ROOKS
 KG0363  USGS QUAD   -  WILD HORSE CREEK (1979)
 KG0363
 KG0363                         *CURRENT SURVEY CONTROL
 KG0363  ___________________________________________________________________
 KG0363* NAD 83(1986)-  39 14 58.     (N)    099 33 43.     (W)     SCALED    
 KG0363* NAVD 88     -       694.682  (meters)    2279.14   (feet)  ADJUSTED  
 KG0363  ___________________________________________________________________
 KG0363  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 KG0363  DYNAMIC HT  -         694.186 (meters)    2277.51  (feet)  COMP
 KG0363  MODELED GRAV-     979,890.2   (mgal)                       NAVD 88
 KG0363
 KG0363  VERT ORDER  -  SECOND    CLASS 0
 KG0363
 KG0363.The horizontal coordinates were scaled from a topographic map and have
 KG0363.an estimated accuracy of +/- 6 seconds.
 KG0363
 KG0363.The orthometric height was determined by differential leveling
 KG0363.and adjusted by the National Geodetic Survey in June 1991..
 KG0363
 KG0363.The geoid height was determined by GEOID03.
 KG0363
 KG0363.The dynamic height is computed by dividing the NAVD 88
 KG0363.geopotential number by the normal gravity value computed on the
 KG0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0363.degrees latitude (g = 980.6199 gals.).
 KG0363
 KG0363.The modeled gravity was interpolated from observed gravity values.
 KG0363
 KG0363;                    North         East    Units  Estimated Accuracy
 KG0363;SPC KS N     -   102,860.      265,180.      MT  (+/- 180 meters Scaled)
 KG0363
 KG0363                          SUPERSEDED SURVEY CONTROL
 KG0363
 KG0363  NGVD 29 (??/??/92)  694.430  (m)         2278.31   (f) ADJ UNCH    2 0
 KG0363
 KG0363.Superseded values are not recommended for survey control.
 KG0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0363.See file dsdata.txt to determine how the superseded data were derived.
 KG0363
 KG0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ515446(NAD 83)
 KG0363_MARKER: DB = BENCH MARK DISK
 KG0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0363_STAMPING: N 162 1934
 KG0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0363+STABILITY: SURFACE MOTION
 KG0363
 KG0363  HISTORY     - Date     Condition        Report By
 KG0363  HISTORY     - 1934     MONUMENTED       CGS
 KG0363  HISTORY     - 1951     POOR             NGS
 KG0363  HISTORY     - 1968     MARK NOT FOUND   USGS
 KG0363
 KG0363                          STATION DESCRIPTION
 KG0363
 KG0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KG0363'AT PALCO.
 KG0363'AT PALCO, ROOKS, 250 FEET EAST OF THE UNION PACIFIC RAILROAD
 KG0363'STATION, 40 FEET SOUTH OF THE WATER TANK, AT A ROAD CROSSING,
 KG0363'33 FEET WEST OF THE ROAD, AND 33 FEET SOUTH OF THE CENTERLINE
 KG0363'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED N 162 1934 AND SET
 KG0363'IN THE TOP OF A CONCRETE POST.  NOTE-- SETTING AT AN ANGLE OF
 KG0363'APPROXIMATELY 45 DEG IN SOFT MUD.
 KG0363
 KG0363                          STATION RECOVERY (1968)
 KG0363
 KG0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KG0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0136 ***********************************************************************
 KG0136  DESIGNATION -  N 163
 KG0136  PID         -  KG0136
 KG0136  STATE/COUNTY-  KS/OSBORNE
 KG0136  USGS QUAD   -  PARADISE NW (1978)
 KG0136
 KG0136                         *CURRENT SURVEY CONTROL
 KG0136  ___________________________________________________________________
 KG0136* NAD 83(1986)-  39 09 04.     (N)    098 58 22.     (W)     SCALED    
 KG0136* NAVD 88     -       537.494  (meters)    1763.43   (feet)  ADJUSTED  
 KG0136  ___________________________________________________________________
 KG0136  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 KG0136  DYNAMIC HT  -         537.123 (meters)    1762.21  (feet)  COMP
 KG0136  MODELED GRAV-     979,919.9   (mgal)                       NAVD 88
 KG0136
 KG0136  VERT ORDER  -  SECOND    CLASS 0
 KG0136
 KG0136.The horizontal coordinates were scaled from a topographic map and have
 KG0136.an estimated accuracy of +/- 6 seconds.
 KG0136
 KG0136.The orthometric height was determined by differential leveling
 KG0136.and adjusted by the National Geodetic Survey in June 1991..
 KG0136
 KG0136.The geoid height was determined by GEOID03.
 KG0136
 KG0136.The dynamic height is computed by dividing the NAVD 88
 KG0136.geopotential number by the normal gravity value computed on the
 KG0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0136.degrees latitude (g = 980.6199 gals.).
 KG0136
 KG0136.The modeled gravity was interpolated from observed gravity values.
 KG0136
 KG0136;                    North         East    Units  Estimated Accuracy
 KG0136;SPC KS N     -    91,230.      315,920.      MT  (+/- 180 meters Scaled)
 KG0136
 KG0136                          SUPERSEDED SURVEY CONTROL
 KG0136
 KG0136  NGVD 29 (??/??/92)  537.278  (m)         1762.72   (f) ADJ UNCH    2 0
 KG0136
 KG0136.Superseded values are not recommended for survey control.
 KG0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0136.See file dsdata.txt to determine how the superseded data were derived.
 KG0136
 KG0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ023335(NAD 83)
 KG0136_MARKER: DB = BENCH MARK DISK
 KG0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0136_STAMPING: N 163 1934
 KG0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0136+STABILITY: SURFACE MOTION
 KG0136
 KG0136  HISTORY     - Date     Condition        Report By
 KG0136  HISTORY     - 1934     MONUMENTED       CGS
 KG0136  HISTORY     - 1951     MARK NOT FOUND   NGS
 KG0136  HISTORY     - 1974     MARK NOT FOUND   USGS
 KG0136
 KG0136                          STATION DESCRIPTION
 KG0136
 KG0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KG0136'3.9 MI SE FROM NATOMA.
 KG0136'3.9 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KG0136'STATION AT NATOMA, OSBORNE COUNTY, 50 FEET EAST OF A WOODEN
 KG0136'TRESTLE, AT THE CROSSING OF STATE HIGHWAY 18, 30 FEET EAST OF THE
 KG0136'HIGHWAY, IN A FENCE CORNER, AND 40 FEET SOUTH OF THE CENTERLINE
 KG0136'OF THE TRACK.  A STANDARD DISK, STAMPED N 163 1934 AND SET
 KG0136'IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED THAT STATE
 KG0136'HIGHWAY 18 NO LONGER CROSSES THE RAILROAD ANYWHERE BETWEEN
 KG0136'NATOMA AND PARADISE.  NO ROAD WAS FOUND DOWN TO THE RAILROAD
 KG0136'TRACKS, 3.9 FEET SOUTHEAST OF NATOMA.
 KG0136
 KG0136                          STATION RECOVERY (1974)
 KG0136
 KG0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KG0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0255 ***********************************************************************
 JG0255  DESIGNATION -  N 164
 JG0255  PID         -  JG0255
 JG0255  STATE/COUNTY-  KS/RUSSELL
 JG0255  USGS QUAD   -  RUSSELL NW (1967)
 JG0255
 JG0255                         *CURRENT SURVEY CONTROL
 JG0255  ___________________________________________________________________
 JG0255* NAD 83(1986)-  38 53 02.     (N)    098 57 08.     (W)     SCALED    
 JG0255* NAVD 88     -       575.040  (meters)    1886.61   (feet)  ADJUSTED  
 JG0255  ___________________________________________________________________
 JG0255  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0255  DYNAMIC HT  -         574.630 (meters)    1885.27  (feet)  COMP
 JG0255  MODELED GRAV-     979,897.0   (mgal)                       NAVD 88
 JG0255
 JG0255  VERT ORDER  -  FIRST     CLASS II
 JG0255
 JG0255.The horizontal coordinates were scaled from a topographic map and have
 JG0255.an estimated accuracy of +/- 6 seconds.
 JG0255
 JG0255.The orthometric height was determined by differential leveling
 JG0255.and adjusted by the National Geodetic Survey in June 1991..
 JG0255.WARNING-Repeat measurements at this control monument indicate possible
 JG0255.vertical movement.
 JG0255
 JG0255.The geoid height was determined by GEOID03.
 JG0255
 JG0255.The dynamic height is computed by dividing the NAVD 88
 JG0255.geopotential number by the normal gravity value computed on the
 JG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0255.degrees latitude (g = 980.6199 gals.).
 JG0255
 JG0255.The modeled gravity was interpolated from observed gravity values.
 JG0255
 JG0255;                    North         East    Units  Estimated Accuracy
 JG0255;SPC KS N     -    61,550.      317,380.      MT  (+/- 180 meters Scaled)
 JG0255
 JG0255                          SUPERSEDED SURVEY CONTROL
 JG0255
 JG0255  NGVD 29 (??/??/92)  574.817  (m)         1885.88   (f) ADJ UNCH    1 2
 JG0255
 JG0255.Superseded values are not recommended for survey control.
 JG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0255.See file dsdata.txt to determine how the superseded data were derived.
 JG0255
 JG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ041038(NAD 83)
 JG0255_MARKER: DB = BENCH MARK DISK
 JG0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0255_STAMPING: N 164 1934
 JG0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0255+STABILITY: SURFACE MOTION
 JG0255
 JG0255  HISTORY     - Date     Condition        Report By
 JG0255  HISTORY     - 1934     MONUMENTED       CGS
 JG0255  HISTORY     - 1953     GOOD             NGS
 JG0255
 JG0255                          STATION DESCRIPTION
 JG0255
 JG0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0255'4 MI E FROM GORHAM.
 JG0255'4.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JG0255'GORHAM, 53 FEET EAST OF A TELEPHONE POLE, 55 FEET NORTH OF THE
 JG0255'CENTER LINE OF THE HIGHWAY, 1.3 FEET WEST OF A WITNESS POST,
 JG0255'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 JG0255'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0118 ***********************************************************************
 KG0118  DESIGNATION -  N 165
 KG0118  PID         -  KG0118
 KG0118  STATE/COUNTY-  KS/OSBORNE
 KG0118  USGS QUAD   -  OSBORNE (1979)
 KG0118
 KG0118                         *CURRENT SURVEY CONTROL
 KG0118  ___________________________________________________________________
 KG0118* NAD 83(1986)-  39 25 27.     (N)    098 41 40.     (W)     SCALED    
 KG0118* NAVD 88     -       469.345  (meters)    1539.84   (feet)  ADJUSTED  
 KG0118  ___________________________________________________________________
 KG0118  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 KG0118  DYNAMIC HT  -         469.039 (meters)    1538.84  (feet)  COMP
 KG0118  MODELED GRAV-     979,961.1   (mgal)                       NAVD 88
 KG0118
 KG0118  VERT ORDER  -  SECOND    CLASS 0
 KG0118
 KG0118.The horizontal coordinates were scaled from a topographic map and have
 KG0118.an estimated accuracy of +/- 6 seconds.
 KG0118
 KG0118.The orthometric height was determined by differential leveling
 KG0118.and adjusted by the National Geodetic Survey in June 1991..
 KG0118
 KG0118.The geoid height was determined by GEOID03.
 KG0118
 KG0118.The dynamic height is computed by dividing the NAVD 88
 KG0118.geopotential number by the normal gravity value computed on the
 KG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0118.degrees latitude (g = 980.6199 gals.).
 KG0118
 KG0118.The modeled gravity was interpolated from observed gravity values.
 KG0118
 KG0118;                    North         East    Units  Estimated Accuracy
 KG0118;SPC KS N     -   121,330.      340,210.      MT  (+/- 180 meters Scaled)
 KG0118
 KG0118                          SUPERSEDED SURVEY CONTROL
 KG0118
 KG0118  NGVD 29 (??/??/92)  469.151  (m)         1539.21   (f) ADJ UNCH    2 0
 KG0118
 KG0118.Superseded values are not recommended for survey control.
 KG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0118.See file dsdata.txt to determine how the superseded data were derived.
 KG0118
 KG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ263638(NAD 83)
 KG0118_MARKER: DB = BENCH MARK DISK
 KG0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0118_SP_SET: BRIDGE ABUTMENT
 KG0118_STAMPING: N 165 1934
 KG0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0118
 KG0118  HISTORY     - Date     Condition        Report By
 KG0118  HISTORY     - 1934     MONUMENTED       CGS
 KG0118  HISTORY     - 1952     MARK NOT FOUND   NGS
 KG0118
 KG0118                          STATION DESCRIPTION
 KG0118
 KG0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0118'1 MI S FROM OSBORNE.
 KG0118'1.0 MILES SOUTH OF CITY HALL AT OSBORNE, 100 FEET SOUTHEAST OF
 KG0118'A WIND MILL, 60 FEET SOUTH OF R.A. MOCKS MAIL BOX, IN
 KG0118'THE NORTHEAST END OF A CONCRETE BRIDGE.
 KG0118
 KG0118                          STATION RECOVERY (1952)
 KG0118
 KG0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KG0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0457 ***********************************************************************
 KF0457  DESIGNATION -  N 166
 KF0457  PID         -  KF0457
 KF0457  STATE/COUNTY-  KS/CLOUD
 KF0457  USGS QUAD   -  GLASCO SW (1979)
 KF0457
 KF0457                         *CURRENT SURVEY CONTROL
 KF0457  ___________________________________________________________________
 KF0457* NAD 83(1986)-  39 22 16.     (N)    097 53 32.     (W)     SCALED    
 KF0457* NAVD 88     -       404.195  (meters)    1326.10   (feet)  ADJUSTED  
 KF0457  ___________________________________________________________________
 KF0457  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 KF0457  DYNAMIC HT  -         403.937 (meters)    1325.25  (feet)  COMP
 KF0457  MODELED GRAV-     979,977.2   (mgal)                       NAVD 88
 KF0457
 KF0457  VERT ORDER  -  SECOND    CLASS 0
 KF0457
 KF0457.The horizontal coordinates were scaled from a topographic map and have
 KF0457.an estimated accuracy of +/- 6 seconds.
 KF0457
 KF0457.The orthometric height was determined by differential leveling
 KF0457.and adjusted by the National Geodetic Survey in June 1991..
 KF0457
 KF0457.The geoid height was determined by GEOID03.
 KF0457
 KF0457.The dynamic height is computed by dividing the NAVD 88
 KF0457.geopotential number by the normal gravity value computed on the
 KF0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0457.degrees latitude (g = 980.6199 gals.).
 KF0457
 KF0457.The modeled gravity was interpolated from observed gravity values.
 KF0457
 KF0457;                    North         East    Units  Estimated Accuracy
 KF0457;SPC KS N     -   115,210.      409,290.      MT  (+/- 180 meters Scaled)
 KF0457
 KF0457                          SUPERSEDED SURVEY CONTROL
 KF0457
 KF0457  NGVD 29 (??/??/92)  404.055  (m)         1325.64   (f) ADJ UNCH    2 0
 KF0457
 KF0457.Superseded values are not recommended for survey control.
 KF0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0457.See file dsdata.txt to determine how the superseded data were derived.
 KF0457
 KF0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ954585(NAD 83)
 KF0457_MARKER: DB = BENCH MARK DISK
 KF0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0457_STAMPING: N 166 1934
 KF0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0457+STABILITY: SURFACE MOTION
 KF0457
 KF0457  HISTORY     - Date     Condition        Report By
 KF0457  HISTORY     - 1934     MONUMENTED       CGS
 KF0457  HISTORY     - 1941     GOOD             NGS
 KF0457
 KF0457                          STATION DESCRIPTION
 KF0457
 KF0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KF0457'2.2 MI SE FROM SIMPSON.
 KF0457'IN CLOUD COUNTY, 2.2 MILES SOUTHEAST ALONG THE UNION PACIFIC
 KF0457'RAILROAD FROM THE POST OFFICE AT SIMPSON, MITCHELL COUNTY, AT
 KF0457'A ROAD CROSSING, 50 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 KF0457'AND 45 FEET WEST OF THE ROAD.  A STANDARD DISK, STAMPED N 166
 KF0457'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1023 ***********************************************************************
 JF1023  DESIGNATION -  N 167
 JF1023  PID         -  JF1023
 JF1023  STATE/COUNTY-  KS/SALINE
 JF1023  USGS QUAD   -  SALINA (1978)
 JF1023
 JF1023                         *CURRENT SURVEY CONTROL
 JF1023  ___________________________________________________________________
 JF1023* NAD 83(1986)-  38 51 08.     (N)    097 36 12.     (W)     SCALED    
 JF1023* NAVD 88     -       371.852  (meters)    1219.98   (feet)  ADJUSTED  
 JF1023  ___________________________________________________________________
 JF1023  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 JF1023  DYNAMIC HT  -         371.603 (meters)    1219.17  (feet)  COMP
 JF1023  MODELED GRAV-     979,948.5   (mgal)                       NAVD 88
 JF1023
 JF1023  VERT ORDER  -  FIRST     CLASS II
 JF1023
 JF1023.The horizontal coordinates were scaled from a topographic map and have
 JF1023.an estimated accuracy of +/- 6 seconds.
 JF1023
 JF1023.The orthometric height was determined by differential leveling
 JF1023.and adjusted by the National Geodetic Survey in June 1991..
 JF1023.WARNING-Repeat measurements at this control monument indicate possible
 JF1023.vertical movement.
 JF1023
 JF1023.The geoid height was determined by GEOID03.
 JF1023
 JF1023.The dynamic height is computed by dividing the NAVD 88
 JF1023.geopotential number by the normal gravity value computed on the
 JF1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1023.degrees latitude (g = 980.6199 gals.).
 JF1023
 JF1023.The modeled gravity was interpolated from observed gravity values.
 JF1023
 JF1023;                    North         East    Units  Estimated Accuracy
 JF1023;SPC KS N     -    57,680.      434,430.      MT  (+/- 180 meters Scaled)
 JF1023
 JF1023                          SUPERSEDED SURVEY CONTROL
 JF1023
 JF1023  NGVD 29 (??/??/92)  371.746  (m)         1219.64   (f) ADJ UNCH    1 2
 JF1023
 JF1023.Superseded values are not recommended for survey control.
 JF1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1023.See file dsdata.txt to determine how the superseded data were derived.
 JF1023
 JF1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ211013(NAD 83)
 JF1023_MARKER: DB = BENCH MARK DISK
 JF1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1023_SP_SET: CONCRETE POST
 JF1023_STAMPING: N 167 1934
 JF1023_MARK LOGO: CGS   
 JF1023_PROJECTION: RECESSED 4 CENTIMETERS
 JF1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1023+STABILITY: SURFACE MOTION
 JF1023
 JF1023  HISTORY     - Date     Condition        Report By
 JF1023  HISTORY     - 1934     MONUMENTED       CGS
 JF1023  HISTORY     - 1947     GOOD             NGS
 JF1023  HISTORY     - 1953     GOOD             NGS
 JF1023  HISTORY     - 1986     GOOD             NGS
 JF1023
 JF1023                          STATION DESCRIPTION
 JF1023
 JF1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF1023'0.8 MI E FROM SALINA.
 JF1023'0.85 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE PASSENGER
 JF1023'STATION AT SALINA, 196.0 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 JF1023'LINE TRACK, 101.6 FEET SOUTH SOUTHEAST OF THE NORTHEAST CORNER
 JF1023'OF A 5-FOOT CONCRETE WALL WHICH IS AROUND THE STANDARD OIL COMPANY
 JF1023'STORAGE TANKS, 98.3 FEET SOUTH SOUTHEAST OF BENCH MARK B 284,
 JF1023'68.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE WALL
 JF1023'AROUND THE OIL STORAGE TANKS, 77.0 FEET NORTHEAST OF THE METAL
 JF1023'POST WHICH IS AT THE SOUTHEAST CORNER OF THE STANDARD OIL COMPANY
 JF1023'PROPERTY LINE FENCE, 58.0 FEET WEST OF THE NORTHWEST CORNER OF
 JF1023'THE CONCRETE FOUNDATION OF A SHEET METAL WAREHOUSE, 31.0 FEET
 JF1023'EAST OF THE CENTER OF FRONT STREET, 2.0 FEET SOUTHEAST OF A
 JF1023'CONCRETE POST WHICH IS AT THE WEST END OF AN EAST-WEST FENCE
 JF1023'LINE, 2.0 FEET NORTH OF A REFERENCE POST, 1.5 FOOT SOUTH OF THE
 JF1023'EAST-WEST FENCE LINE, SET IN A CONCRETE POST ABOUT THE SAME
 JF1023'ELEVATION AS THE STREET AND ABOUT FLUSH WITH THE TOP OF THE
 JF1023'GROUND.  DISK IS ABOUT 2 1/2 INCHES BELOW THE TOP OF THE CONCRETE
 JF1023'POST AND IN A HOLE CUT IN THE TOP OF THE POST.
 JF1023
 JF1023                          STATION RECOVERY (1953)
 JF1023
 JF1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JF1023'RECOVERED IN GOOD CONDITION.
 JF1023
 JF1023                          STATION RECOVERY (1986)
 JF1023
 JF1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1023'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN SALINA,
 JF1023'AT THE INTERSECTION OF FRONT STREET AND THE UNION PACIFIC RAILROAD,
 JF1023'17.7 M (58.1 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A METAL
 JF1023'BUILDING, 17.0 M (55.8 FT) NORTHWEST OF THE NEAR RAIL, 9.4 M (30.8 FT)
 JF1023'EAST OF THE CENTER OF THE STREET, AND 0.3 M (1.0 FT) SOUTHEAST OF A
 JF1023'FENCE.  NOTE--THE DISK IS 3-INCHES BELOW THE TOP OF THE MONUMENT,
 JF1023'ACCESS TO WHICH IS THROUGH A 4-INCH HOLE.
 JF1023'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 JF1023'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0015 ***********************************************************************
 JG0015  DESIGNATION -  N 168
 JG0015  PID         -  JG0015
 JG0015  STATE/COUNTY-  KS/ELLSWORTH
 JG0015  USGS QUAD   -  WESTFALL SW (1979)
 JG0015
 JG0015                         *CURRENT SURVEY CONTROL
 JG0015  ___________________________________________________________________
 JG0015* NAD 83(1986)-  38 45 58.     (N)    098 13 30.     (W)     SCALED    
 JG0015* NAVD 88     -       491.508  (meters)    1612.56   (feet)  ADJUSTED  
 JG0015  ___________________________________________________________________
 JG0015  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 JG0015  DYNAMIC HT  -         491.164 (meters)    1611.43  (feet)  COMP
 JG0015  MODELED GRAV-     979,913.6   (mgal)                       NAVD 88
 JG0015
 JG0015  VERT ORDER  -  SECOND    CLASS 0
 JG0015
 JG0015.The horizontal coordinates were scaled from a topographic map and have
 JG0015.an estimated accuracy of +/- 6 seconds.
 JG0015
 JG0015.The orthometric height was determined by differential leveling
 JG0015.and adjusted by the National Geodetic Survey in June 1991..
 JG0015
 JG0015.The geoid height was determined by GEOID03.
 JG0015
 JG0015.The dynamic height is computed by dividing the NAVD 88
 JG0015.geopotential number by the normal gravity value computed on the
 JG0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0015.degrees latitude (g = 980.6199 gals.).
 JG0015
 JG0015.The modeled gravity was interpolated from observed gravity values.
 JG0015
 JG0015;                    North         East    Units  Estimated Accuracy
 JG0015;SPC KS N     -    48,070.      380,450.      MT  (+/- 180 meters Scaled)
 JG0015
 JG0015                          SUPERSEDED SURVEY CONTROL
 JG0015
 JG0015  NGVD 29 (??/??/92)  491.357  (m)         1612.06   (f) ADJ UNCH    2 0
 JG0015
 JG0015.Superseded values are not recommended for survey control.
 JG0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0015.See file dsdata.txt to determine how the superseded data were derived.
 JG0015
 JG0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH673911(NAD 83)
 JG0015_MARKER: DB = BENCH MARK DISK
 JG0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0015_SP_SET: BRIDGE
 JG0015_STAMPING: N 168 1934
 JG0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0015
 JG0015  HISTORY     - Date     Condition        Report By
 JG0015  HISTORY     - 1934     MONUMENTED       CGS
 JG0015  HISTORY     - 1955     GOOD             NGS
 JG0015
 JG0015                          STATION DESCRIPTION
 JG0015
 JG0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0015'3.2 MI N FROM ELLSWORTH.
 JG0015'3.2 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE UNION PACIFIC
 JG0015'RAILROAD STATION AT ELLSWORTH, ELLSWORTH COUNTY, AT A CONCRETE
 JG0015'BRIDGE, AND IN THE TOP OF THE END OF THE NORTHEAST WING WALL.
 JG0015'A STANDARD DISK, STAMPED N 168 1934.  NOTE-- THIS MARK IS 1.8
 JG0015'MILES NORTH ALONG STATE HIGHWAY 14 FROM ITS JUNCTION WITH U.S.
 JG0015'HIGHWAY 40 AT ELLSWORTH.
 JG0015
 JG0015                          STATION RECOVERY (1955)
 JG0015
 JG0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 JG0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0426 ***********************************************************************
 HE0426  DESIGNATION -  N 17
 HE0426  PID         -  HE0426
 HE0426  STATE/COUNTY-  KS/LABETTE
 HE0426  USGS QUAD   -  ALTAMONT (1974)
 HE0426
 HE0426                         *CURRENT SURVEY CONTROL
 HE0426  ___________________________________________________________________
 HE0426* NAD 83(1986)-  37 12 06.     (N)    095 21 29.     (W)     SCALED    
 HE0426* NAVD 88     -       258.346  (meters)     847.59   (feet)  ADJUSTED  
 HE0426  ___________________________________________________________________
 HE0426  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 HE0426  DYNAMIC HT  -         258.139 (meters)     846.91  (feet)  COMP
 HE0426  MODELED GRAV-     979,824.4   (mgal)                       NAVD 88
 HE0426
 HE0426  VERT ORDER  -  FIRST     CLASS II
 HE0426
 HE0426.The horizontal coordinates were scaled from a topographic map and have
 HE0426.an estimated accuracy of +/- 6 seconds.
 HE0426
 HE0426.The orthometric height was determined by differential leveling
 HE0426.and adjusted by the National Geodetic Survey in June 1991..
 HE0426
 HE0426.The geoid height was determined by GEOID03.
 HE0426
 HE0426.The dynamic height is computed by dividing the NAVD 88
 HE0426.geopotential number by the normal gravity value computed on the
 HE0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0426.degrees latitude (g = 980.6199 gals.).
 HE0426
 HE0426.The modeled gravity was interpolated from observed gravity values.
 HE0426
 HE0426;                    North         East    Units  Estimated Accuracy
 HE0426;SPC KS S     -   464,080.      678,880.      MT  (+/- 180 meters Scaled)
 HE0426
 HE0426                          SUPERSEDED SURVEY CONTROL
 HE0426
 HE0426  NGVD 29 (??/??/92)  258.218  (m)          847.17   (f) ADJ UNCH    1 2
 HE0426
 HE0426.Superseded values are not recommended for survey control.
 HE0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0426.See file dsdata.txt to determine how the superseded data were derived.
 HE0426
 HE0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB907198(NAD 83)
 HE0426_MARKER: DB = BENCH MARK DISK
 HE0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0426_STAMPING: N 17 1933
 HE0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0426+STABILITY: SURFACE MOTION
 HE0426
 HE0426  HISTORY     - Date     Condition        Report By
 HE0426  HISTORY     - 1933     MONUMENTED       CGS
 HE0426  HISTORY     - 1980     GOOD             NGS
 HE0426  HISTORY     - 1980     GOOD             NGS
 HE0426
 HE0426                          STATION DESCRIPTION
 HE0426
 HE0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0426'2.5 MI E FROM MOUND VALLEY.
 HE0426'ABOUT 2.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HE0426'FROM MOUND VALLEY, LABETTE COUNTY, ABOUT 3 POLES WEST OF MILEPOST
 HE0426'374, 20 FEET WEST OF A GRADE CROSSING, AND ABOUT 35 FEET SOUTH
 HE0426'OF THE TRACK.  A STANDARD DISK, STAMPED N 17 1933 AND SET IN
 HE0426'THE TOP OF A CONCRETE POST.
 HE0426
 HE0426                          STATION RECOVERY (1980)
 HE0426
 HE0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0426'0.2 MILE NORTH ALONG MAIN STREET FORM THE POST OFFICE AT MOUND
 HE0426'VALLEY, THENCE RIGHT AND EAST ALONG A GRAVELED ROAD FOR 2.7 MILES TO
 HE0426'A CROSSROAD, THENCE RIGHT AND SOUTH ON A GRAVELED ROAD FOR 0.35 TO A
 HE0426'RAILROAD CROSSING AND THE MARK ON THE RIGHT, 46.0 FEET SOUTH OF THE
 HE0426'SOUTH RAIL, 30.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 11.0 FEET
 HE0426'EAST OF A FENCE CORNER.
 HE0426
 HE0426                          STATION RECOVERY (1980)
 HE0426
 HE0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0426'0.2 MILE NORTH ALONG MAIN STREET FORM THE POST OFFICE AT MOUND
 HE0426'VALLEY, THENCE RIGHT AND EAST ALONG A GRAVELED ROAD FOR 2.7 MILES TO
 HE0426'A CROSSROAD, THENCE RIGHT AND SOUTH ON A GRAVELED ROAD FOR 0.35 TO A
 HE0426'RAILROAD CROSSING AND THE MARK ON THE RIGHT, 46.0 FEET SOUTH OF THE
 HE0426'SOUTH RAIL, 30.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 11.0 FEET
 HE0426'EAST OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0528 ***********************************************************************
 KF0528  DESIGNATION -  N 171
 KF0528  PID         -  KF0528
 KF0528  STATE/COUNTY-  KS/OTTAWA
 KF0528  USGS QUAD   -  AURORA SW (1965)
 KF0528
 KF0528                         *CURRENT SURVEY CONTROL
 KF0528  ___________________________________________________________________
 KF0528* NAD 83(1986)-  39 18 12.     (N)    097 42 15.     (W)     SCALED    
 KF0528* NAVD 88     -       416.491  (meters)    1366.44   (feet)  ADJUSTED  
 KF0528  ___________________________________________________________________
 KF0528  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 KF0528  DYNAMIC HT  -         416.229 (meters)    1365.58  (feet)  COMP
 KF0528  MODELED GRAV-     979,985.7   (mgal)                       NAVD 88
 KF0528
 KF0528  VERT ORDER  -  SECOND    CLASS 0
 KF0528
 KF0528.The horizontal coordinates were scaled from a topographic map and have
 KF0528.an estimated accuracy of +/- 6 seconds.
 KF0528
 KF0528.The orthometric height was determined by differential leveling
 KF0528.and adjusted by the National Geodetic Survey in June 1991..
 KF0528
 KF0528.The geoid height was determined by GEOID03.
 KF0528
 KF0528.The dynamic height is computed by dividing the NAVD 88
 KF0528.geopotential number by the normal gravity value computed on the
 KF0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0528.degrees latitude (g = 980.6199 gals.).
 KF0528
 KF0528.The modeled gravity was interpolated from observed gravity values.
 KF0528
 KF0528;                    North         East    Units  Estimated Accuracy
 KF0528;SPC KS N     -   107,720.      425,520.      MT  (+/- 180 meters Scaled)
 KF0528
 KF0528                          SUPERSEDED SURVEY CONTROL
 KF0528
 KF0528  NGVD 29 (??/??/92)  416.369  (m)         1366.04   (f) ADJ UNCH    2 0
 KF0528
 KF0528.Superseded values are not recommended for survey control.
 KF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0528.See file dsdata.txt to determine how the superseded data were derived.
 KF0528
 KF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ117512(NAD 83)
 KF0528_MARKER: DB = BENCH MARK DISK
 KF0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0528_SP_SET: ABUTMENT
 KF0528_STAMPING: N 171 1934
 KF0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0528
 KF0528  HISTORY     - Date     Condition        Report By
 KF0528  HISTORY     - 1934     MONUMENTED       CGS
 KF0528  HISTORY     - 1960     GOOD             NGS
 KF0528
 KF0528                          STATION DESCRIPTION
 KF0528
 KF0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KF0528'5.6 MI NE FROM DELPHOS.
 KF0528'3.8 MILES EAST ALONG STATE HIGHWAY 41 FROM UNION PACIFIC RAILROAD
 KF0528'STATION AT DELPHOS, THENCE 1.8 MILES NORTH ALONG A PAVED HIGHWAY
 KF0528'(FORMERLY U.S. HWY. 81), AT A CONCRETE BRIDGE OVER HENRY CREEK,
 KF0528'IN THE TOP OF THE NORTHWEST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0262 ***********************************************************************
 HE0262  DESIGNATION -  N 18
 HE0262  PID         -  HE0262
 HE0262  STATE/COUNTY-  KS/CHEROKEE
 HE0262  USGS QUAD   -  COLUMBUS (1977)
 HE0262
 HE0262                         *CURRENT SURVEY CONTROL
 HE0262  ___________________________________________________________________
 HE0262* NAD 83(1986)-  37 10 13.     (N)    094 45 25.     (W)     SCALED    
 HE0262* NAVD 88     -       277.217  (meters)     909.50   (feet)  ADJUSTED  
 HE0262  ___________________________________________________________________
 HE0262  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HE0262  DYNAMIC HT  -         276.995 (meters)     908.77  (feet)  COMP
 HE0262  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 HE0262
 HE0262  VERT ORDER  -  FIRST     CLASS II
 HE0262
 HE0262.The horizontal coordinates were scaled from a topographic map and have
 HE0262.an estimated accuracy of +/- 6 seconds.
 HE0262
 HE0262.The orthometric height was determined by differential leveling
 HE0262.and adjusted by the National Geodetic Survey in June 1991..
 HE0262
 HE0262.The geoid height was determined by GEOID03.
 HE0262
 HE0262.The dynamic height is computed by dividing the NAVD 88
 HE0262.geopotential number by the normal gravity value computed on the
 HE0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0262.degrees latitude (g = 980.6199 gals.).
 HE0262
 HE0262.The modeled gravity was interpolated from observed gravity values.
 HE0262
 HE0262;                    North         East    Units  Estimated Accuracy
 HE0262;SPC KS S     -   462,570.      732,350.      MT  (+/- 180 meters Scaled)
 HE0262
 HE0262                          SUPERSEDED SURVEY CONTROL
 HE0262
 HE0262  NGVD 29 (??/??/92)  277.111  (m)          909.15   (f) ADJ UNCH    1 2
 HE0262
 HE0262.Superseded values are not recommended for survey control.
 HE0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0262.See file dsdata.txt to determine how the superseded data were derived.
 HE0262
 HE0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB440152(NAD 83)
 HE0262_MARKER: DB = BENCH MARK DISK
 HE0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0262_SP_SET: CULVERT
 HE0262_STAMPING: N 18 1933
 HE0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0262
 HE0262  HISTORY     - Date     Condition        Report By
 HE0262  HISTORY     - 1933     MONUMENTED       CGS
 HE0262  HISTORY     - 1944     GOOD             NGS
 HE0262
 HE0262                          STATION DESCRIPTION
 HE0262
 HE0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0262'4.7 MI E FROM COLUMBUS.
 HE0262'4.7 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0262'COLUMBUS, CHEROKEE COUNTY, 34 POLES WEST OF MILEPOST 338, AT A
 HE0262'CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE SOUTH
 HE0262'HEADWALL, AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 HE0262'A STANDARD DISK.
 HE0262
 HE0262                          STATION RECOVERY (1944)
 HE0262
 HE0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HE0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0087 ***********************************************************************
 HH0087  DESIGNATION -  N 180 RESET
 HH0087  PID         -  HH0087
 HH0087  STATE/COUNTY-  KS/CLARK
 HH0087  USGS QUAD   -  FOWLER SE (1967)
 HH0087
 HH0087                         *CURRENT SURVEY CONTROL
 HH0087  ___________________________________________________________________
 HH0087* NAD 83(1986)-  37 20 28.     (N)    100 00 03.     (W)     SCALED    
 HH0087* NAVD 88     -       777.25   (meters)    2550.0    (feet)  RESET     
 HH0087  ___________________________________________________________________
 HH0087  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 HH0087
 HH0087  VERT ORDER  -  THIRD
 HH0087
 HH0087.The horizontal coordinates were scaled from a topographic map and have
 HH0087.an estimated accuracy of +/- 6 seconds.
 HH0087
 HH0087.The orthometric height was computed from unverified reset data.
 HH0087
 HH0087.The geoid height was determined by GEOID03.
 HH0087
 HH0087;                    North         East    Units  Estimated Accuracy
 HH0087;SPC KS S     -   475,920.      267,020.      MT  (+/- 180 meters Scaled)
 HH0087
 HH0087                          SUPERSEDED SURVEY CONTROL
 HH0087
 HH0087.No superseded survey control is available for this station.
 HH0087
 HH0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG113331(NAD 83)
 HH0087_MARKER: DB = BENCH MARK DISK
 HH0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0087_STAMPING: N 180 RESET 1963
 HH0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0087+STABILITY: SURFACE MOTION
 HH0087
 HH0087  HISTORY     - Date     Condition        Report By
 HH0087  HISTORY     - 1963     MONUMENTED       KSHC
 HH0087
 HH0087                          STATION DESCRIPTION
 HH0087
 HH0087'DESCRIBED BY KS HIGHWAY COMM 1963
 HH0087'7.5 MI S FROM MINNEOLA.
 HH0087'7.5 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM THE HIGH SCHOOL
 HH0087'AT MINNEOLA, CLARK COUNTY, AT THE INTERSECTION OF A SECTION-LINE
 HH0087'ROAD, 115 FEET SOUTH OF THE CENTERLINE OF THE SECTION-LINE ROAD, 99
 HH0087'FEET WEST OF THE CENTERLINE OF THE HIGHWAY AT STATION 235+40,
 HH0087'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0369 ***********************************************************************
 HG0369  DESIGNATION -  N 181
 HG0369  PID         -  HG0369
 HG0369  STATE/COUNTY-  KS/KIOWA
 HG0369  USGS QUAD   -  GREENSBURG (1969)
 HG0369
 HG0369                         *CURRENT SURVEY CONTROL
 HG0369  ___________________________________________________________________
 HG0369* NAD 83(1986)-  37 33 28.     (N)    099 19 15.     (W)     SCALED    
 HG0369* NAVD 88     -       699.861  (meters)    2296.13   (feet)  ADJUSTED  
 HG0369  ___________________________________________________________________
 HG0369  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 HG0369  DYNAMIC HT  -         699.254 (meters)    2294.14  (feet)  COMP
 HG0369  MODELED GRAV-     979,739.5   (mgal)                       NAVD 88
 HG0369
 HG0369  VERT ORDER  -  SECOND    CLASS 0
 HG0369
 HG0369.The horizontal coordinates were scaled from a topographic map and have
 HG0369.an estimated accuracy of +/- 6 seconds.
 HG0369
 HG0369.The orthometric height was determined by differential leveling
 HG0369.and adjusted by the National Geodetic Survey in June 1991..
 HG0369
 HG0369.The geoid height was determined by GEOID03.
 HG0369
 HG0369.The dynamic height is computed by dividing the NAVD 88
 HG0369.geopotential number by the normal gravity value computed on the
 HG0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0369.degrees latitude (g = 980.6199 gals.).
 HG0369
 HG0369.The modeled gravity was interpolated from observed gravity values.
 HG0369
 HG0369;                    North         East    Units  Estimated Accuracy
 HG0369;SPC KS S     -   499,220.      327,480.      MT  (+/- 180 meters Scaled)
 HG0369
 HG0369                          SUPERSEDED SURVEY CONTROL
 HG0369
 HG0369  NGVD 29 (??/??/92)  699.568  (m)         2295.17   (f) ADJ UNCH    2 0
 HG0369
 HG0369.Superseded values are not recommended for survey control.
 HG0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0369.See file dsdata.txt to determine how the superseded data were derived.
 HG0369
 HG0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG716568(NAD 83)
 HG0369_MARKER: DB = BENCH MARK DISK
 HG0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0369_STAMPING: N 181 1934
 HG0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0369+STABILITY: SURFACE MOTION
 HG0369
 HG0369  HISTORY     - Date     Condition        Report By
 HG0369  HISTORY     - 1934     MONUMENTED       CGS
 HG0369  HISTORY     - 1967     GOOD             USGS
 HG0369  HISTORY     - 1976     GOOD             LOCENG
 HG0369  HISTORY     - 1976     GOOD             LOCENG
 HG0369
 HG0369                          STATION DESCRIPTION
 HG0369
 HG0369'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HG0369'5 MI SW FROM GREENSBURG.
 HG0369'3.4 MI NORTH AND 1.6 MI WEST ALONG STATE HIGHWAY 183 FROM THE
 HG0369'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY STATION AT GREENBURG,
 HG0369'KIOWA COUNTY, ABOUT 275 FEET NORTH OF THE CENTER LINE OF A SECTION
 HG0369'ROAD, AND 40 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A
 HG0369'STANDARD DISK STAMPED N 181 1934 AND SET IN THE TOP OF A CONCRETE
 HG0369'POST.
 HG0369
 HG0369                          STATION RECOVERY (1976)
 HG0369
 HG0369'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0369'RECOVERED IN GOOD CONDITION.
 HG0369
 HG0369                          STATION RECOVERY (1976)
 HG0369
 HG0369'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0261 ***********************************************************************
 HG0261  DESIGNATION -  N 183
 HG0261  PID         -  HG0261
 HG0261  STATE/COUNTY-  KS/BARBER
 HG0261  USGS QUAD   -  MEDICINE LODGE SW (1973)
 HG0261
 HG0261                         *CURRENT SURVEY CONTROL
 HG0261  ___________________________________________________________________
 HG0261* NAD 83(1986)-  37 17 59.     (N)    098 38 44.     (W)     SCALED    
 HG0261* NAVD 88     -       460.389  (meters)    1510.46   (feet)  ADJUSTED  
 HG0261  ___________________________________________________________________
 HG0261  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 HG0261  DYNAMIC HT  -         459.995 (meters)    1509.17  (feet)  COMP
 HG0261  MODELED GRAV-     979,761.7   (mgal)                       NAVD 88
 HG0261
 HG0261  VERT ORDER  -  SECOND    CLASS 0
 HG0261
 HG0261.The horizontal coordinates were scaled from a topographic map and have
 HG0261.an estimated accuracy of +/- 6 seconds.
 HG0261
 HG0261.The orthometric height was determined by differential leveling
 HG0261.and adjusted by the National Geodetic Survey in June 1991..
 HG0261
 HG0261.The geoid height was determined by GEOID03.
 HG0261
 HG0261.The dynamic height is computed by dividing the NAVD 88
 HG0261.geopotential number by the normal gravity value computed on the
 HG0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0261.degrees latitude (g = 980.6199 gals.).
 HG0261
 HG0261.The modeled gravity was interpolated from observed gravity values.
 HG0261
 HG0261;                    North         East    Units  Estimated Accuracy
 HG0261;SPC KS S     -   470,270.      387,100.      MT  (+/- 180 meters Scaled)
 HG0261
 HG0261                          SUPERSEDED SURVEY CONTROL
 HG0261
 HG0261  NGVD 29 (??/??/92)  460.182  (m)         1509.78   (f) ADJ UNCH    2 0
 HG0261
 HG0261.Superseded values are not recommended for survey control.
 HG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0261.See file dsdata.txt to determine how the superseded data were derived.
 HG0261
 HG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG314281(NAD 83)
 HG0261_MARKER: DB = BENCH MARK DISK
 HG0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0261_STAMPING: N 183 1934
 HG0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0261+STABILITY: SURFACE MOTION
 HG0261
 HG0261  HISTORY     - Date     Condition        Report By
 HG0261  HISTORY     - 1934     MONUMENTED       CGS
 HG0261  HISTORY     - 1940     GOOD             NGS
 HG0261
 HG0261                          STATION DESCRIPTION
 HG0261
 HG0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0261'3.5 MI W FROM MEDICINE LODGE.
 HG0261'3.5 MILES WEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0261'TOPEKA, AND SANTA FE RR.  450 FEET NORTHWEST OF SECTION LINE
 HG0261'FENCE. 165 FEET NORTHEAST OF FIRST POLE EAST OF MILE POST NO. 23.
 HG0261'75 FEET NORTH OF NEAREST RAIL.  1.0 FOOT EAST OF 4X4 INCH WOODEN
 HG0261'POST PAINTED WHITE PROJECTING 2.5 FEET.  STD. DISK BM IN CONCRETE
 HG0261'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0292 ***********************************************************************
 HG0292  DESIGNATION -  N 184
 HG0292  PID         -  HG0292
 HG0292  STATE/COUNTY-  KS/BARBER
 HG0292  USGS QUAD   -  MEDICINE LODGE (1973)
 HG0292
 HG0292                         *CURRENT SURVEY CONTROL
 HG0292  ___________________________________________________________________
 HG0292* NAD 83(1986)-  37 17 12.     (N)    098 35 12.     (W)     SCALED    
 HG0292* NAVD 88     -       460.668  (meters)    1511.37   (feet)  ADJUSTED  
 HG0292  ___________________________________________________________________
 HG0292  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 HG0292  DYNAMIC HT  -         460.275 (meters)    1510.09  (feet)  COMP
 HG0292  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 HG0292
 HG0292  VERT ORDER  -  SECOND    CLASS 0
 HG0292
 HG0292.The horizontal coordinates were scaled from a topographic map and have
 HG0292.an estimated accuracy of +/- 6 seconds.
 HG0292
 HG0292.The orthometric height was determined by differential leveling
 HG0292.and adjusted by the National Geodetic Survey in June 1991..
 HG0292
 HG0292.The geoid height was determined by GEOID03.
 HG0292
 HG0292.The dynamic height is computed by dividing the NAVD 88
 HG0292.geopotential number by the normal gravity value computed on the
 HG0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0292.degrees latitude (g = 980.6199 gals.).
 HG0292
 HG0292.The modeled gravity was interpolated from observed gravity values.
 HG0292
 HG0292;                    North         East    Units  Estimated Accuracy
 HG0292;SPC KS S     -   468,820.      392,320.      MT  (+/- 180 meters Scaled)
 HG0292
 HG0292                          SUPERSEDED SURVEY CONTROL
 HG0292
 HG0292  NGVD 29 (??/??/92)  460.463  (m)         1510.70   (f) ADJ UNCH    2 0
 HG0292
 HG0292.Superseded values are not recommended for survey control.
 HG0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0292.See file dsdata.txt to determine how the superseded data were derived.
 HG0292
 HG0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG366267(NAD 83)
 HG0292_MARKER: DB = BENCH MARK DISK
 HG0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0292_STAMPING: N 184 1934
 HG0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0292+STABILITY: SURFACE MOTION
 HG0292
 HG0292  HISTORY     - Date     Condition        Report By
 HG0292  HISTORY     - 1934     MONUMENTED       CGS
 HG0292  HISTORY     - 1968     GOOD             NGS
 HG0292  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 HG0292
 HG0292                          STATION DESCRIPTION
 HG0292
 HG0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0292'0.7 MI NW FROM MEDICINE LODGE.
 HG0292'0.7 MILE NORTH AND WEST ALONG U.S. HIGHWAY 281 FROM THE LINCOLN
 HG0292'LIBRARY AT MEDICINE LODGE, BARBER COUNTY, NEAR A ROAD INTERSECTION
 HG0292'(THE HIGHWAY TURNS FROM WEST TO NORTH, A TOWNSHIP ROAD LEADS
 HG0292'WEST, AND ANOTHER ROAD LEADS SOUTH), 95 FEET SOUTHEAST OF A
 HG0292'SERVICE STATION, AND 30 FEET SOUTH OF THE CENTER LINE OF THE
 HG0292'HIGHWAY.  A STANDARD DISK, STAMPED N 184 1934 AND SET IN
 HG0292'THE TOP OF A CONCRETE POST.
 HG0292
 HG0292                          STATION RECOVERY (1968)
 HG0292
 HG0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HG0292'RECOVERED IN GOOD CONDITION.
 HG0292
 HG0292                          STATION RECOVERY (1977)
 HG0292
 HG0292'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HG0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0293 ***********************************************************************
 HG0293  DESIGNATION -  N 184 RESET
 HG0293  PID         -  HG0293
 HG0293  STATE/COUNTY-  KS/BARBER
 HG0293  USGS QUAD   -  MEDICINE LODGE (1973)
 HG0293
 HG0293                         *CURRENT SURVEY CONTROL
 HG0293  ___________________________________________________________________
 HG0293* NAD 83(1986)-  37 17 12.     (N)    098 35 12.     (W)     SCALED    
 HG0293* NAVD 88     -       459.68   (meters)    1508.1    (feet)  RESET     
 HG0293  ___________________________________________________________________
 HG0293  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 HG0293
 HG0293  VERT ORDER  -  THIRD
 HG0293
 HG0293.The horizontal coordinates were scaled from a topographic map and have
 HG0293.an estimated accuracy of +/- 6 seconds.
 HG0293
 HG0293.The orthometric height was computed from unverified reset data.
 HG0293
 HG0293.The geoid height was determined by GEOID03.
 HG0293
 HG0293;                    North         East    Units  Estimated Accuracy
 HG0293;SPC KS S     -   468,820.      392,320.      MT  (+/- 180 meters Scaled)
 HG0293
 HG0293                          SUPERSEDED SURVEY CONTROL
 HG0293
 HG0293.No superseded survey control is available for this station.
 HG0293
 HG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG366267(NAD 83)
 HG0293_MARKER: DB = BENCH MARK DISK
 HG0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0293_SP_SET: GAS PUMP ISLAND
 HG0293_STAMPING: N 184 RESET 1972
 HG0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0293
 HG0293  HISTORY     - Date     Condition        Report By
 HG0293  HISTORY     - 1972     MONUMENTED       USGS
 HG0293
 HG0293                          STATION DESCRIPTION
 HG0293
 HG0293'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HG0293'0.7 MI NW FROM MEDICINE LODGE.
 HG0293'0.3 MILE NORTH ON MAIN STREET AND 0.4 MILE WEST ON STOLP STREET
 HG0293'FROM THE LINCOLN LIBRARY AT MEDICINE LODGE, 131 FEET SOUTH
 HG0293'AND 96 FEET WEST OF THE CENTER LINE OF THE INTERSECTION OF
 HG0293'STOLP STREET AND U.S. HIGHWAY 281 AND SET IN THE TOP OF A GAS
 HG0293'PUMP ISLAND AT THE STATE HIGHWAY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0117 ***********************************************************************
 HG0117  DESIGNATION -  N 185
 HG0117  PID         -  HG0117
 HG0117  STATE/COUNTY-  KS/HARPER
 HG0117  USGS QUAD   -  HARPER (1973)
 HG0117
 HG0117                         *CURRENT SURVEY CONTROL
 HG0117  ___________________________________________________________________
 HG0117* NAD 83(1986)-  37 16 58.     (N)    098 04 03.     (W)     SCALED    
 HG0117* NAVD 88     -       437.852  (meters)    1436.52   (feet)  ADJUSTED  
 HG0117  ___________________________________________________________________
 HG0117  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HG0117  DYNAMIC HT  -         437.486 (meters)    1435.32  (feet)  COMP
 HG0117  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 HG0117
 HG0117  VERT ORDER  -  FIRST     CLASS II
 HG0117
 HG0117.The horizontal coordinates were scaled from a topographic map and have
 HG0117.an estimated accuracy of +/- 6 seconds.
 HG0117
 HG0117.The orthometric height was determined by differential leveling
 HG0117.and adjusted by the National Geodetic Survey in June 1991..
 HG0117
 HG0117.The geoid height was determined by GEOID03.
 HG0117
 HG0117.The dynamic height is computed by dividing the NAVD 88
 HG0117.geopotential number by the normal gravity value computed on the
 HG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0117.degrees latitude (g = 980.6199 gals.).
 HG0117
 HG0117.The modeled gravity was interpolated from observed gravity values.
 HG0117
 HG0117;                    North         East    Units  Estimated Accuracy
 HG0117;SPC KS S     -   468,470.      438,350.      MT  (+/- 180 meters Scaled)
 HG0117
 HG0117                          SUPERSEDED SURVEY CONTROL
 HG0117
 HG0117  NGVD 29 (??/??/92)  437.722  (m)         1436.09   (f) ADJ UNCH    1 2
 HG0117
 HG0117.Superseded values are not recommended for survey control.
 HG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0117.See file dsdata.txt to determine how the superseded data were derived.
 HG0117
 HG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG826266(NAD 83)
 HG0117_MARKER: DB = BENCH MARK DISK
 HG0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0117_SP_SET: CONCRETE POST
 HG0117_STAMPING: N 185 1934
 HG0117_MARK LOGO: CGS   
 HG0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0117+STABILITY: SURFACE MOTION
 HG0117
 HG0117  HISTORY     - Date     Condition        Report By
 HG0117  HISTORY     - 1934     MONUMENTED       CGS
 HG0117  HISTORY     - 1953     GOOD             NGS
 HG0117  HISTORY     - 1986     POOR             NGS
 HG0117
 HG0117                          STATION DESCRIPTION
 HG0117
 HG0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0117'2.5 MI SW FROM HARPER.
 HG0117'2.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0117'RAILWAY FROM THE STATION AT HARPER, HARPER COUNTY, 0.3 MILE
 HG0117'SOUTHWEST OF MILEPOST 276, 0.1 MILE NORTHEAST OF THE CROSSING
 HG0117'OF A SECTION-LINE ROAD, 38 FEET SOUTHEAST OF THE NEAR RAIL, AND
 HG0117'6 FEET INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 HG0117'N 185 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0117
 HG0117                          STATION RECOVERY (1986)
 HG0117
 HG0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0117'RECOVERED IN POOR CONDITION.  NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0349 ***********************************************************************
 JH0349  DESIGNATION -  N 19
 JH0349  PID         -  JH0349
 JH0349  STATE/COUNTY-  KS/GREELEY
 JH0349  USGS QUAD   -  TRIBUNE (1970)
 JH0349
 JH0349                         *CURRENT SURVEY CONTROL
 JH0349  ___________________________________________________________________
 JH0349* NAD 83(1986)-  38 29 41.     (N)    101 45 08.     (W)     SCALED    
 JH0349* NAVD 88     -      1104.330  (meters)    3623.12   (feet)  ADJUSTED  
 JH0349  ___________________________________________________________________
 JH0349  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JH0349  DYNAMIC HT  -        1103.337 (meters)    3619.86  (feet)  COMP
 JH0349  MODELED GRAV-     979,691.5   (mgal)                       NAVD 88
 JH0349
 JH0349  VERT ORDER  -  SECOND    CLASS 0
 JH0349
 JH0349.The horizontal coordinates were scaled from a topographic map and have
 JH0349.an estimated accuracy of +/- 6 seconds.
 JH0349
 JH0349.The orthometric height was determined by differential leveling
 JH0349.and adjusted by the National Geodetic Survey in June 1991..
 JH0349
 JH0349.The geoid height was determined by GEOID03.
 JH0349
 JH0349.The dynamic height is computed by dividing the NAVD 88
 JH0349.geopotential number by the normal gravity value computed on the
 JH0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0349.degrees latitude (g = 980.6199 gals.).
 JH0349
 JH0349.The modeled gravity was interpolated from observed gravity values.
 JH0349
 JH0349;                    North         East    Units  Estimated Accuracy
 JH0349;SPC KS S     -   607,840.      116,340.      MT  (+/- 180 meters Scaled)
 JH0349
 JH0349                          SUPERSEDED SURVEY CONTROL
 JH0349
 JH0349  NGVD 29 (??/??/92) 1103.884  (m)         3621.66   (f) ADJ UNCH    2 0
 JH0349
 JH0349.Superseded values are not recommended for survey control.
 JH0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0349.See file dsdata.txt to determine how the superseded data were derived.
 JH0349
 JH0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH599642(NAD 83)
 JH0349_MARKER: DB = BENCH MARK DISK
 JH0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0349_STAMPING: N 19 1934
 JH0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0349+STABILITY: SURFACE MOTION
 JH0349
 JH0349  HISTORY     - Date     Condition        Report By
 JH0349  HISTORY     - 1934     MONUMENTED       CGS
 JH0349
 JH0349                          STATION DESCRIPTION
 JH0349
 JH0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0349'1.8 MI N FROM TRIBUNE.
 JH0349'1.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM TRIBUNE, GREELEY
 JH0349'COUNTY, AT THE SOUTHWEST CORNER OF SECTION 9, T 18 S, R 40 W,
 JH0349'AT A ROAD INTERSECTION, 70 FEET EAST OF THE CENTERLINE OF THE
 JH0349'HIGHWAY, AND 31 FEET NORTH OF THE EAST-AND-WEST COUNTY ROAD
 JH0349'ALONG THE SECTION LINE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0049 ***********************************************************************
 JH0049  DESIGNATION -  N 190 RESET
 JH0049  PID         -  JH0049
 JH0049  STATE/COUNTY-  KS/FINNEY
 JH0049  USGS QUAD   -  KALVESTA (1974)
 JH0049
 JH0049                         *CURRENT SURVEY CONTROL
 JH0049  ___________________________________________________________________
 JH0049* NAD 83(1986)-  38 03 31.     (N)    100 20 11.     (W)     SCALED    
 JH0049* NAVD 88     -       811.98   (meters)    2664.0    (feet)  RESET     
 JH0049  ___________________________________________________________________
 JH0049  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 JH0049
 JH0049  VERT ORDER  -  THIRD
 JH0049
 JH0049.The horizontal coordinates were scaled from a topographic map and have
 JH0049.an estimated accuracy of +/- 6 seconds.
 JH0049
 JH0049.The orthometric height was computed from unverified reset data.
 JH0049
 JH0049.The geoid height was determined by GEOID03.
 JH0049
 JH0049;                    North         East    Units  Estimated Accuracy
 JH0049;SPC KS S     -   556,070.      238,850.      MT  (+/- 180 meters Scaled)
 JH0049
 JH0049                          SUPERSEDED SURVEY CONTROL
 JH0049
 JH0049.No superseded survey control is available for this station.
 JH0049
 JH0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH827131(NAD 83)
 JH0049_MARKER: DB = BENCH MARK DISK
 JH0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0049_SP_SET: CULVERT
 JH0049_STAMPING: N 190 RESET 1953
 JH0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0049
 JH0049  HISTORY     - Date     Condition        Report By
 JH0049  HISTORY     - 1953     MONUMENTED       KSHC
 JH0049
 JH0049                          STATION DESCRIPTION
 JH0049
 JH0049'DESCRIBED BY KS HIGHWAY COMM 1953
 JH0049'2.8 MI W FROM KALVESTA.
 JH0049'2.8 MILES WEST ALONG U.S. HIGHWAY 50 N FROM THE POST OFFICE AT
 JH0049'KALVESTA, FINNEY COUNTY, AT A CULVERT, IN THE CENTER OF THE TOP
 JH0049'OF THE SOUTH CONCRETE HEAD WALL, AND 30 FEET SOUTH OF THE CENTER
 JH0049'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 190 RESET 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0198 ***********************************************************************
 HH0198  DESIGNATION -  N 191
 HH0198  PID         -  HH0198
 HH0198  STATE/COUNTY-  KS/GRAY
 HH0198  USGS QUAD   -  COPELAND (1969)
 HH0198
 HH0198                         *CURRENT SURVEY CONTROL
 HH0198  ___________________________________________________________________
 HH0198* NAD 83(1986)-  37 32 36.     (N)    100 37 46.     (W)     SCALED    
 HH0198* NAVD 88     -       860.285  (meters)    2822.45   (feet)  ADJUSTED  
 HH0198  ___________________________________________________________________
 HH0198  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HH0198  DYNAMIC HT  -         859.488 (meters)    2819.84  (feet)  COMP
 HH0198  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 HH0198
 HH0198  VERT ORDER  -  SECOND    CLASS 0
 HH0198
 HH0198.The horizontal coordinates were scaled from a topographic map and have
 HH0198.an estimated accuracy of +/- 6 seconds.
 HH0198
 HH0198.The orthometric height was determined by differential leveling
 HH0198.and adjusted by the National Geodetic Survey in June 1991..
 HH0198
 HH0198.The geoid height was determined by GEOID03.
 HH0198
 HH0198.The dynamic height is computed by dividing the NAVD 88
 HH0198.geopotential number by the normal gravity value computed on the
 HH0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0198.degrees latitude (g = 980.6199 gals.).
 HH0198
 HH0198.The modeled gravity was interpolated from observed gravity values.
 HH0198
 HH0198;                    North         East    Units  Estimated Accuracy
 HH0198;SPC KS S     -   499,450.      211,840.      MT  (+/- 180 meters Scaled)
 HH0198
 HH0198                          SUPERSEDED SURVEY CONTROL
 HH0198
 HH0198  NGVD 29 (??/??/92)  859.922  (m)         2821.26   (f) ADJ UNCH    2 0
 HH0198
 HH0198.Superseded values are not recommended for survey control.
 HH0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0198.See file dsdata.txt to determine how the superseded data were derived.
 HH0198
 HH0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG560563(NAD 83)
 HH0198_MARKER: DB = BENCH MARK DISK
 HH0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0198_STAMPING: N 191 1934
 HH0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0198+STABILITY: SURFACE MOTION
 HH0198
 HH0198  HISTORY     - Date     Condition        Report By
 HH0198  HISTORY     - 1934     MONUMENTED       CGS
 HH0198  HISTORY     - 1963     GOOD             LOCSUR
 HH0198
 HH0198                          STATION DESCRIPTION
 HH0198
 HH0198'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 HH0198'AT COPELAND.
 HH0198'AT COPELAND, GRAY COUNTY, ABOUT 110 FEET NORTHEAST OF THE
 HH0198'NORTHEAST END OF THE AT AND SF RY. STATION, 5 FEET NORTHEAST
 HH0198'OF THE FOURTH POLE SOUTHWEST OF MILEPOST 37 AND 45 FEET
 HH0198'SOUTHEAST OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD
 HH0198'DISK STAMPED N 191 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0547 ***********************************************************************
 HG0547  DESIGNATION -  N 192
 HG0547  PID         -  HG0547
 HG0547  STATE/COUNTY-  KS/FORD
 HG0547  USGS QUAD   -  SPEARVILLE (1984)
 HG0547
 HG0547                         *CURRENT SURVEY CONTROL
 HG0547  ___________________________________________________________________
 HG0547* NAD 83(1986)-  37 51 05.     (N)    099 45 26.     (W)     SCALED    
 HG0547* NAVD 88     -       750.196  (meters)    2461.27   (feet)  ADJUSTED  
 HG0547  ___________________________________________________________________
 HG0547  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 HG0547  DYNAMIC HT  -         749.561 (meters)    2459.18  (feet)  COMP
 HG0547  MODELED GRAV-     979,758.7   (mgal)                       NAVD 88
 HG0547
 HG0547  VERT ORDER  -  SECOND    CLASS 0
 HG0547
 HG0547.The horizontal coordinates were scaled from a topographic map and have
 HG0547.an estimated accuracy of +/- 6 seconds.
 HG0547
 HG0547.The orthometric height was determined by differential leveling
 HG0547.and adjusted by the National Geodetic Survey in June 1991..
 HG0547
 HG0547.The geoid height was determined by GEOID03.
 HG0547
 HG0547.The dynamic height is computed by dividing the NAVD 88
 HG0547.geopotential number by the normal gravity value computed on the
 HG0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0547.degrees latitude (g = 980.6199 gals.).
 HG0547
 HG0547.The modeled gravity was interpolated from observed gravity values.
 HG0547
 HG0547;                    North         East    Units  Estimated Accuracy
 HG0547;SPC KS S     -   532,230.      289,360.      MT  (+/- 180 meters Scaled)
 HG0547
 HG0547                          SUPERSEDED SURVEY CONTROL
 HG0547
 HG0547  NGVD 29 (??/??/92)  749.894  (m)         2460.28   (f) ADJ UNCH    2 0
 HG0547
 HG0547.Superseded values are not recommended for survey control.
 HG0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0547.See file dsdata.txt to determine how the superseded data were derived.
 HG0547
 HG0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG333895(NAD 83)
 HG0547_MARKER: DB = BENCH MARK DISK
 HG0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0547_STAMPING: N 192 1934
 HG0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0547+STABILITY: SURFACE MOTION
 HG0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0547+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 HG0547
 HG0547  HISTORY     - Date     Condition        Report By
 HG0547  HISTORY     - 1934     MONUMENTED       CGS
 HG0547  HISTORY     - 1956     GOOD             USGS
 HG0547  HISTORY     - 20060307 GOOD             INDIV
 HG0547
 HG0547                          STATION DESCRIPTION
 HG0547
 HG0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0547'AT SPEARVILLE.
 HG0547'AT SPEARVILLE, FORD COUNTY, ABOUT 360 FEET EAST OF THE ATCHISON,
 HG0547'TOPEKA AND SANTA FE RAILWAY STATION, 21 FEET SOUTHEAST OF THE
 HG0547'SECOND POLE EAST OF MILEPOST 336, ABOUT 300 FEET EAST OF THE
 HG0547'CENTER LINE OF MAIN STREET, 39 FEET EAST OF A WATER TANK, AND
 HG0547'36 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 HG0547'STAMPED N 192 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0547'NOTE-- THE RAILROAD STATION HAS BEEN MOVED FURTHER WEST.  THE
 HG0547'WATER TANK HAS DISAPPEARED.  THE BM IS ABOUT 45 FEET WEST OF
 HG0547'THE PUMP HOUSE.
 HG0547
 HG0547                          STATION RECOVERY (1956)
 HG0547
 HG0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HG0547'RECOVERED IN GOOD CONDITION.
 HG0547
 HG0547                          STATION RECOVERY (2006)
 HG0547
 HG0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RLE)
 HG0547'MARK IS ONE FOOT SOUTH OF AN ORANGE FIBERGLASS SURVEY MARKER STAKE
 HG0547'NEAR THE NORTHEAST CORNER OF A TRUCKING COMPANY PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0379 ***********************************************************************
 HG0379  DESIGNATION -  N 193
 HG0379  PID         -  HG0379
 HG0379  STATE/COUNTY-  KS/EDWARDS
 HG0379  USGS QUAD   -  CENTERVIEW (1972)
 HG0379
 HG0379                         *CURRENT SURVEY CONTROL
 HG0379  ___________________________________________________________________
 HG0379* NAD 83(1986)-  37 48 23.     (N)    099 19 21.     (W)     SCALED    
 HG0379* NAVD 88     -       667.583  (meters)    2190.23   (feet)  ADJUSTED  
 HG0379  ___________________________________________________________________
 HG0379  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 HG0379  DYNAMIC HT  -         667.027 (meters)    2188.40  (feet)  COMP
 HG0379  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 HG0379
 HG0379  VERT ORDER  -  SECOND    CLASS 0
 HG0379
 HG0379.The horizontal coordinates were scaled from a topographic map and have
 HG0379.an estimated accuracy of +/- 6 seconds.
 HG0379
 HG0379.The orthometric height was determined by differential leveling
 HG0379.and adjusted by the National Geodetic Survey in June 1991..
 HG0379
 HG0379.The geoid height was determined by GEOID03.
 HG0379
 HG0379.The dynamic height is computed by dividing the NAVD 88
 HG0379.geopotential number by the normal gravity value computed on the
 HG0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0379.degrees latitude (g = 980.6199 gals.).
 HG0379
 HG0379.The modeled gravity was interpolated from observed gravity values.
 HG0379
 HG0379;                    North         East    Units  Estimated Accuracy
 HG0379;SPC KS S     -   526,810.      327,570.      MT  (+/- 180 meters Scaled)
 HG0379
 HG0379                          SUPERSEDED SURVEY CONTROL
 HG0379
 HG0379  NGVD 29 (??/??/92)  667.312  (m)         2189.34   (f) ADJ UNCH    2 0
 HG0379
 HG0379.Superseded values are not recommended for survey control.
 HG0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0379.See file dsdata.txt to determine how the superseded data were derived.
 HG0379
 HG0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG716843(NAD 83)
 HG0379_MARKER: DB = BENCH MARK DISK
 HG0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0379_STAMPING: N 193 1934
 HG0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0379+STABILITY: SURFACE MOTION
 HG0379
 HG0379  HISTORY     - Date     Condition        Report By
 HG0379  HISTORY     - 1934     MONUMENTED       CGS
 HG0379
 HG0379                          STATION DESCRIPTION
 HG0379
 HG0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0379'11.4 MI S FROM KINSLEY.
 HG0379'11.4 MILES SOUTH OF AT AND SF RR DEPOT AT KINSLEY 60 FEET EAST OF
 HG0379'CENTERLINE OF STATE HIGHWAY 1.  30 FEET SOUTH OF CENTERLINE OF
 HG0379'EAST AND WEST SECTION LINE ORAD.  30 FEET EAST OF FENCE CORNER.
 HG0379'1 FOOT NORTH OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0536 ***********************************************************************
 JG0536  DESIGNATION -  N 194
 JG0536  PID         -  JG0536
 JG0536  STATE/COUNTY-  KS/NESS
 JG0536  USGS QUAD   -  BROWNELL (1980)
 JG0536
 JG0536                         *CURRENT SURVEY CONTROL
 JG0536  ___________________________________________________________________
 JG0536* NAD 83(1986)-  38 38 20.     (N)    099 44 36.     (W)     SCALED    
 JG0536* NAVD 88     -       737.577  (meters)    2419.87   (feet)  ADJUSTED  
 JG0536  ___________________________________________________________________
 JG0536  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 JG0536  DYNAMIC HT  -         736.996 (meters)    2417.96  (feet)  COMP
 JG0536  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 JG0536
 JG0536  VERT ORDER  -  SECOND    CLASS 0
 JG0536
 JG0536.The horizontal coordinates were scaled from a topographic map and have
 JG0536.an estimated accuracy of +/- 6 seconds.
 JG0536
 JG0536.The orthometric height was determined by differential leveling
 JG0536.and adjusted by the National Geodetic Survey in June 1991..
 JG0536
 JG0536.The geoid height was determined by GEOID03.
 JG0536
 JG0536.The dynamic height is computed by dividing the NAVD 88
 JG0536.geopotential number by the normal gravity value computed on the
 JG0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0536.degrees latitude (g = 980.6199 gals.).
 JG0536
 JG0536.The modeled gravity was interpolated from observed gravity values.
 JG0536
 JG0536;                    North         East    Units  Estimated Accuracy
 JG0536;SPC KS S     -   619,620.      291,750.      MT  (+/- 180 meters Scaled)
 JG0536
 JG0536                          SUPERSEDED SURVEY CONTROL
 JG0536
 JG0536  NGVD 29 (??/??/92)  737.273  (m)         2418.87   (f) ADJ UNCH    2 0
 JG0536
 JG0536.Superseded values are not recommended for survey control.
 JG0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0536.See file dsdata.txt to determine how the superseded data were derived.
 JG0536
 JG0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH353769(NAD 83)
 JG0536_MARKER: DB = BENCH MARK DISK
 JG0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0536_STAMPING: M-194 1934
 JG0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0536+STABILITY: SURFACE MOTION
 JG0536
 JG0536  HISTORY     - Date     Condition        Report By
 JG0536  HISTORY     - 1934     MONUMENTED       CGS
 JG0536  HISTORY     - 1942     GOOD             LOCENG
 JG0536
 JG0536                          STATION DESCRIPTION
 JG0536
 JG0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0536'AT BROWNELL.
 JG0536'AT BROWNELL 2 FEET NORTH OF SIXTH TELEGRAPH POLE WEST OF MILE
 JG0536'POST 816.  110 FEET NORTHEAST OF NORTHEAST CORNER OF MISSOURI
 JG0536'PACIFIC RAILROAD DEPOT AT BROWNELL.  52 FEET NORTH OF CENTERLINE
 JG0536'OF MAIN TRACK.  NOTE-- MARK IS SE OF THE SE CORNER OF THE STATION.
 JG0536
 JG0536                          STATION RECOVERY (1942)
 JG0536
 JG0536'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 JG0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0207 ***********************************************************************
 JG0207  DESIGNATION -  N 195
 JG0207  PID         -  JG0207
 JG0207  STATE/COUNTY-  KS/BARTON
 JG0207  USGS QUAD   -  OLMITZ (1969)
 JG0207
 JG0207                         *CURRENT SURVEY CONTROL
 JG0207  ___________________________________________________________________
 JG0207* NAD 83(1986)-  38 31 17.     (N)    098 57 08.     (W)     SCALED    
 JG0207* NAVD 88     -       608.369  (meters)    1995.96   (feet)  ADJUSTED  
 JG0207  ___________________________________________________________________
 JG0207  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0207  DYNAMIC HT  -         607.916 (meters)    1994.47  (feet)  COMP
 JG0207  MODELED GRAV-     979,864.4   (mgal)                       NAVD 88
 JG0207
 JG0207  VERT ORDER  -  SECOND    CLASS 0
 JG0207
 JG0207.The horizontal coordinates were scaled from a topographic map and have
 JG0207.an estimated accuracy of +/- 6 seconds.
 JG0207
 JG0207.The orthometric height was determined by differential leveling
 JG0207.and adjusted by the National Geodetic Survey in June 1991..
 JG0207
 JG0207.The geoid height was determined by GEOID03.
 JG0207
 JG0207.The dynamic height is computed by dividing the NAVD 88
 JG0207.geopotential number by the normal gravity value computed on the
 JG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0207.degrees latitude (g = 980.6199 gals.).
 JG0207
 JG0207.The modeled gravity was interpolated from observed gravity values.
 JG0207
 JG0207;                    North         East    Units  Estimated Accuracy
 JG0207;SPC KS S     -   605,950.      360,560.      MT  (+/- 180 meters Scaled)
 JG0207
 JG0207                          SUPERSEDED SURVEY CONTROL
 JG0207
 JG0207  NGVD 29 (??/??/92)  608.135  (m)         1995.19   (f) ADJ UNCH    2 0
 JG0207
 JG0207.Superseded values are not recommended for survey control.
 JG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0207.See file dsdata.txt to determine how the superseded data were derived.
 JG0207
 JG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH041636(NAD 83)
 JG0207_MARKER: DB = BENCH MARK DISK
 JG0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0207_STAMPING: N 195 1934
 JG0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0207+STABILITY: SURFACE MOTION
 JG0207
 JG0207  HISTORY     - Date     Condition        Report By
 JG0207  HISTORY     - 1934     MONUMENTED       CGS
 JG0207
 JG0207                          STATION DESCRIPTION
 JG0207
 JG0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0207'7 MI W FROM BOYD.
 JG0207'7.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0207'STATION AT BOYD, BARTON COUNTY, 5 FEET WEST OF THE EIGHTH
 JG0207'POLE EAST OF MILEPOST 570, 48 FEET SOUTH OF THE CENTER LINE
 JG0207'OF THE TRACK, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK,
 JG0207'STAMPED N 195 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0092 ***********************************************************************
 JG0092  DESIGNATION -  N 196
 JG0092  PID         -  JG0092
 JG0092  STATE/COUNTY-  KS/RICE
 JG0092  USGS QUAD   -  HOLYROOD (1964)
 JG0092
 JG0092                         *CURRENT SURVEY CONTROL
 JG0092  ___________________________________________________________________
 JG0092* NAD 83(1986)-  38 31 12.     (N)    098 28 48.     (W)     SCALED    
 JG0092* NAVD 88     -       547.730  (meters)    1797.01   (feet)  ADJUSTED  
 JG0092  ___________________________________________________________________
 JG0092  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 JG0092  DYNAMIC HT  -         547.331 (meters)    1795.70  (feet)  COMP
 JG0092  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 JG0092
 JG0092  VERT ORDER  -  SECOND    CLASS 0
 JG0092
 JG0092.The horizontal coordinates were scaled from a topographic map and have
 JG0092.an estimated accuracy of +/- 6 seconds.
 JG0092
 JG0092.The orthometric height was determined by differential leveling
 JG0092.and adjusted by the National Geodetic Survey in June 1991..
 JG0092
 JG0092.The geoid height was determined by GEOID03.
 JG0092
 JG0092.The dynamic height is computed by dividing the NAVD 88
 JG0092.geopotential number by the normal gravity value computed on the
 JG0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0092.degrees latitude (g = 980.6199 gals.).
 JG0092
 JG0092.The modeled gravity was interpolated from observed gravity values.
 JG0092
 JG0092;                    North         East    Units  Estimated Accuracy
 JG0092;SPC KS S     -   605,700.      401,740.      MT  (+/- 180 meters Scaled)
 JG0092
 JG0092                          SUPERSEDED SURVEY CONTROL
 JG0092
 JG0092  NGVD 29 (??/??/92)  547.545  (m)         1796.40   (f) ADJ UNCH    2 0
 JG0092
 JG0092.Superseded values are not recommended for survey control.
 JG0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0092.See file dsdata.txt to determine how the superseded data were derived.
 JG0092
 JG0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH453636(NAD 83)
 JG0092_MARKER: DB = BENCH MARK DISK
 JG0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0092_STAMPING: N 196 1934
 JG0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0092+STABILITY: SURFACE MOTION
 JG0092
 JG0092  HISTORY     - Date     Condition        Report By
 JG0092  HISTORY     - 1934     MONUMENTED       CGS
 JG0092  HISTORY     - 1961     POOR             USGS
 JG0092
 JG0092                          STATION DESCRIPTION
 JG0092
 JG0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0092'12.6 MI W FROM FREDERICK.
 JG0092'12.6 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0092'CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT FREDERICK,
 JG0092'RICE COUNTY, 2 FEET NORTH OF POLE 542+11, AT THE RICE-BARTON
 JG0092'COUNTY LINE, AND 38 FEET SOUTH OF THE CENTER LINE OF THE TRACK.
 JG0092'A STANDARD DISK, STAMPED N 196 1934 AND SET IN THE TOP OF A
 JG0092'CONCRETE POST.  NOTE-- BM IS LOOSE AND LEANING.
 JG0092
 JG0092                          STATION RECOVERY (1961)
 JG0092
 JG0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JG0092'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1086 ***********************************************************************
 JF1086  DESIGNATION -  N 197
 JF1086  PID         -  JF1086
 JF1086  STATE/COUNTY-  KS/MCPHERSON
 JF1086  USGS QUAD   -  LINDSBORG (1979)
 JF1086
 JF1086                         *CURRENT SURVEY CONTROL
 JF1086  ___________________________________________________________________
 JF1086* NAD 83(1986)-  38 33 56.     (N)    097 40 21.     (W)     SCALED    
 JF1086* NAVD 88     -       405.518  (meters)    1330.44   (feet)  ADJUSTED  
 JF1086  ___________________________________________________________________
 JF1086  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 JF1086  DYNAMIC HT  -         405.233 (meters)    1329.50  (feet)  COMP
 JF1086  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 JF1086
 JF1086  VERT ORDER  -  FIRST     CLASS II
 JF1086
 JF1086.The horizontal coordinates were scaled from a topographic map and have
 JF1086.an estimated accuracy of +/- 6 seconds.
 JF1086
 JF1086.The orthometric height was determined by differential leveling
 JF1086.and adjusted by the National Geodetic Survey in June 1991..
 JF1086
 JF1086.The geoid height was determined by GEOID03.
 JF1086
 JF1086.The dynamic height is computed by dividing the NAVD 88
 JF1086.geopotential number by the normal gravity value computed on the
 JF1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1086.degrees latitude (g = 980.6199 gals.).
 JF1086
 JF1086.The modeled gravity was interpolated from observed gravity values.
 JF1086
 JF1086;                    North         East    Units  Estimated Accuracy
 JF1086;SPC KS S     -   611,080.      472,120.      MT  (+/- 180 meters Scaled)
 JF1086
 JF1086                          SUPERSEDED SURVEY CONTROL
 JF1086
 JF1086  NGVD 29 (??/??/92)  405.387  (m)         1330.01   (f) ADJ UNCH    1 2
 JF1086
 JF1086.Superseded values are not recommended for survey control.
 JF1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1086.See file dsdata.txt to determine how the superseded data were derived.
 JF1086
 JF1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH156694(NAD 83)
 JF1086_MARKER: DB = BENCH MARK DISK
 JF1086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1086_SP_SET: RETAINING WALL
 JF1086_STAMPING: N 197 1934
 JF1086_MARK LOGO: CGS   
 JF1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1086+STABILITY: SURFACE MOTION
 JF1086
 JF1086  HISTORY     - Date     Condition        Report By
 JF1086  HISTORY     - 1934     MONUMENTED       CGS
 JF1086  HISTORY     - 1952     GOOD             NGS
 JF1086  HISTORY     - 1986     GOOD             NGS
 JF1086
 JF1086                          STATION DESCRIPTION
 JF1086
 JF1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JF1086'0.5 MI S FROM LINDSBORG.
 JF1086'0.5 MILE SOUTH ALONG AN OILED ROAD FROM THE MISSOURI PACIFIC
 JF1086'RAILROAD STATION AT LINDSBORG, 13 FEET EAST OF THE CENTER
 JF1086'LINE OF THE ROAD, SET IN THE TOP OF THE SOUTHEAST WINGWAL OF THE
 JF1086'BRIDGE OVER THE SMOKY HILL RIVER.
 JF1086
 JF1086                          STATION RECOVERY (1986)
 JF1086
 JF1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1086'REOCVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  24.0 KM (14.9
 JF1086'MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1086'THE SOUTHERN PACIFIC RAILROAD IN MCPHERSON, THENCE 0.3 KM (0.2 MI)
 JF1086'NORTHWEST ALONG A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0107 ***********************************************************************
 JG0107  DESIGNATION -  N 198
 JG0107  PID         -  JG0107
 JG0107  STATE/COUNTY-  KS/RICE
 JG0107  USGS QUAD   -  CHASE (1970)
 JG0107
 JG0107                         *CURRENT SURVEY CONTROL
 JG0107  ___________________________________________________________________
 JG0107* NAD 83(1986)-  38 15 37.     (N)    098 22 01.     (W)     SCALED    
 JG0107* NAVD 88     -       518.311  (meters)    1700.49   (feet)  ADJUSTED  
 JG0107  ___________________________________________________________________
 JG0107  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 JG0107  DYNAMIC HT  -         517.918 (meters)    1699.20  (feet)  COMP
 JG0107  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 JG0107
 JG0107  VERT ORDER  -  SECOND    CLASS 0
 JG0107
 JG0107.The horizontal coordinates were scaled from a topographic map and have
 JG0107.an estimated accuracy of +/- 6 seconds.
 JG0107
 JG0107.The orthometric height was determined by differential leveling
 JG0107.and adjusted by the National Geodetic Survey in June 1991..
 JG0107
 JG0107.The geoid height was determined by GEOID03.
 JG0107
 JG0107.The dynamic height is computed by dividing the NAVD 88
 JG0107.geopotential number by the normal gravity value computed on the
 JG0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0107.degrees latitude (g = 980.6199 gals.).
 JG0107
 JG0107.The modeled gravity was interpolated from observed gravity values.
 JG0107
 JG0107;                    North         East    Units  Estimated Accuracy
 JG0107;SPC KS S     -   576,880.      411,650.      MT  (+/- 180 meters Scaled)
 JG0107
 JG0107                          SUPERSEDED SURVEY CONTROL
 JG0107
 JG0107  NGVD 29 (??/??/92)  518.168  (m)         1700.02   (f) ADJ UNCH    2 0
 JG0107
 JG0107.Superseded values are not recommended for survey control.
 JG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0107.See file dsdata.txt to determine how the superseded data were derived.
 JG0107
 JG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH553348(NAD 83)
 JG0107_MARKER: DR = REFERENCE MARK DISK
 JG0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0107_STAMPING: N 189 1934
 JG0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0107+STABILITY: SURFACE MOTION
 JG0107
 JG0107  HISTORY     - Date     Condition        Report By
 JG0107  HISTORY     - 1934     MONUMENTED       CGS
 JG0107
 JG0107                          STATION DESCRIPTION
 JG0107
 JG0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0107'13.8 MI SE FROM ELLINWOOD.
 JG0107'IN RICE COUNTY, 13.8 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA
 JG0107'AND SANTA FE RAILWAY FROM THE STATION AT ELLINWOOD, BARTON
 JG0107'COUNTY, 85 FEET WEST OF THE FOURTH POLE WEST OF MILEPOST 246, 48
 JG0107'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 2 FEET NORTH OF
 JG0107'THE RIGHT-OF-WAY FENCE LINE.  A STANDARD DISK, STAMPED N 189
 JG0107'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0087 ***********************************************************************
 HG0087  DESIGNATION -  N 199
 HG0087  PID         -  HG0087
 HG0087  STATE/COUNTY-  KS/RENO
 HG0087  USGS QUAD   -  PARTRIDGE (1972)
 HG0087
 HG0087                         *CURRENT SURVEY CONTROL
 HG0087  ___________________________________________________________________
 HG0087* NAD 83(1986)-  37 59 57.     (N)    098 01 50.     (W)     SCALED    
 HG0087* NAVD 88     -       482.640  (meters)    1583.46   (feet)  ADJUSTED  
 HG0087  ___________________________________________________________________
 HG0087  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 HG0087  DYNAMIC HT  -         482.264 (meters)    1582.23  (feet)  COMP
 HG0087  MODELED GRAV-     979,834.9   (mgal)                       NAVD 88
 HG0087
 HG0087  VERT ORDER  -  SECOND    CLASS 0
 HG0087
 HG0087.The horizontal coordinates were scaled from a topographic map and have
 HG0087.an estimated accuracy of +/- 6 seconds.
 HG0087
 HG0087.The orthometric height was determined by differential leveling
 HG0087.and adjusted by the National Geodetic Survey in June 1991..
 HG0087
 HG0087.The geoid height was determined by GEOID03.
 HG0087
 HG0087.The dynamic height is computed by dividing the NAVD 88
 HG0087.geopotential number by the normal gravity value computed on the
 HG0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0087.degrees latitude (g = 980.6199 gals.).
 HG0087
 HG0087.The modeled gravity was interpolated from observed gravity values.
 HG0087
 HG0087;                    North         East    Units  Estimated Accuracy
 HG0087;SPC KS S     -   547,990.      441,230.      MT  (+/- 180 meters Scaled)
 HG0087
 HG0087                          SUPERSEDED SURVEY CONTROL
 HG0087
 HG0087  NGVD 29 (??/??/92)  482.490  (m)         1582.97   (f) ADJ UNCH    2 0
 HG0087
 HG0087.Superseded values are not recommended for survey control.
 HG0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0087.See file dsdata.txt to determine how the superseded data were derived.
 HG0087
 HG0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH851061(NAD 83)
 HG0087_MARKER: DB = BENCH MARK DISK
 HG0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0087_STAMPING: N 199 1934
 HG0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0087+STABILITY: SURFACE MOTION
 HG0087
 HG0087  HISTORY     - Date     Condition        Report By
 HG0087  HISTORY     - 1934     MONUMENTED       CGS
 HG0087  HISTORY     - 1972     MARK NOT FOUND   USGS
 HG0087
 HG0087                          STATION DESCRIPTION
 HG0087
 HG0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0087'7 MI SW FROM HUTCHINSON.
 HG0087'7.0 MILES SOUTHWEST OF AT AND SF RR DEPOT AT HUTCHINSON 175 FEET
 HG0087'WEST OF MILE POST 225.  45 FEET SOUTH OF EAST AND WEST SECTION
 HG0087'LINE ROAD.  43 FEET NORTHWEST OF CENTERLINE OF ATCHISON TOPEKA
 HG0087'AND SANTA FE RAILROAD.  2 FEET NORTH OF FENCE LINE.
 HG0087
 HG0087                          STATION RECOVERY (1972)
 HG0087
 HG0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HG0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0338 ***********************************************************************
 KG0338  DESIGNATION -  N 20 RESET
 KG0338  PID         -  KG0338
 KG0338  STATE/COUNTY-  KS/TREGO
 KG0338  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0338
 KG0338                         *CURRENT SURVEY CONTROL
 KG0338  ___________________________________________________________________
 KG0338* NAD 83(1986)-  39 01 16.     (N)    099 53 23.     (W)     SCALED    
 KG0338* NAVD 88     -       746.588  (meters)    2449.43   (feet)  ADJUSTED  
 KG0338  ___________________________________________________________________
 KG0338  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 KG0338  DYNAMIC HT  -         746.024 (meters)    2447.58  (feet)  COMP
 KG0338  MODELED GRAV-     979,847.3   (mgal)                       NAVD 88
 KG0338
 KG0338  VERT ORDER  -  FIRST     CLASS II
 KG0338
 KG0338.The horizontal coordinates were scaled from a topographic map and have
 KG0338.an estimated accuracy of +/- 6 seconds.
 KG0338
 KG0338.The orthometric height was determined by differential leveling
 KG0338.and adjusted by the National Geodetic Survey in June 1991..
 KG0338.WARNING-Repeat measurements at this control monument indicate possible
 KG0338.vertical movement.
 KG0338
 KG0338.The geoid height was determined by GEOID03.
 KG0338
 KG0338.The dynamic height is computed by dividing the NAVD 88
 KG0338.geopotential number by the normal gravity value computed on the
 KG0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0338.degrees latitude (g = 980.6199 gals.).
 KG0338
 KG0338.The modeled gravity was interpolated from observed gravity values.
 KG0338
 KG0338;                    North         East    Units  Estimated Accuracy
 KG0338;SPC KS N     -    78,060.      236,370.      MT  (+/- 180 meters Scaled)
 KG0338
 KG0338                          SUPERSEDED SURVEY CONTROL
 KG0338
 KG0338  NGVD 29 (02/14/92)  746.284  (m)         2448.43   (f) ADJUSTED    1 2
 KG0338
 KG0338.Superseded values are not recommended for survey control.
 KG0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0338.See file dsdata.txt to determine how the superseded data were derived.
 KG0338
 KG0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ229194(NAD 83)
 KG0338_MARKER: DB = BENCH MARK DISK
 KG0338_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KG0338_SP_SET: CURB
 KG0338_STAMPING: N 20 RESET 1959
 KG0338_MARK LOGO: CGS   
 KG0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0338
 KG0338  HISTORY     - Date     Condition        Report By
 KG0338  HISTORY     - 1959     MONUMENTED       KSHC
 KG0338  HISTORY     - 1986     GOOD             NGS
 KG0338  HISTORY     - 20060512 MARK NOT FOUND   GEOCAC
 KG0338
 KG0338                          STATION DESCRIPTION
 KG0338
 KG0338'DESCRIBED BY KS HIGHWAY COMM 1959
 KG0338'0.3 MI W FROM WAKEENEY.
 KG0338'ABOUT 42.30 FEET SOUTH ALONG THE CENTERLINE OF U.S. HIGHWAY 283
 KG0338'FROM ITS INTERSECTION WITH HIGHWAY U.S. 40 IN THE SOUTHWEST
 KG0338'CORNER OF WAKEENEY, IT IS EMBEDDED IN THE CONCRETE NOSE OF A
 KG0338'PROTECTION CURB, AT THE NORTH END OF THE DIVIDING STRIP OF
 KG0338'U.S. HIGHWAY 283, AND 6 INCHES ABOVE THE LEVEL OF THE ROAD.
 KG0338
 KG0338                          STATION RECOVERY (1986)
 KG0338
 KG0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0338'RECOVERED IN GOOD CONDITION.
 KG0338
 KG0338                          STATION RECOVERY (2006)
 KG0338
 KG0338'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0338'THERE IS NO LONGER A DIVIDING STRIP IN US HIGHWAY 283 AT THE DESCRIBED
 KG0338'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0132 ***********************************************************************
 HH0132  DESIGNATION -  N 21
 HH0132  PID         -  HH0132
 HH0132  STATE/COUNTY-  KS/SEWARD
 HH0132  USGS QUAD   -  LIBERAL NE (1977)
 HH0132
 HH0132                         *CURRENT SURVEY CONTROL
 HH0132  ___________________________________________________________________
 HH0132* NAD 83(1986)-  37 09 52.     (N)    100 45 45.     (W)     SCALED    
 HH0132* NAVD 88     -       814.365  (meters)    2671.80   (feet)  ADJUSTED  
 HH0132  ___________________________________________________________________
 HH0132  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 HH0132  DYNAMIC HT  -         813.591 (meters)    2669.26  (feet)  COMP
 HH0132  MODELED GRAV-     979,653.6   (mgal)                       NAVD 88
 HH0132
 HH0132  VERT ORDER  -  SECOND    CLASS 0
 HH0132
 HH0132.The horizontal coordinates were scaled from a topographic map and have
 HH0132.an estimated accuracy of +/- 6 seconds.
 HH0132
 HH0132.The orthometric height was determined by differential leveling
 HH0132.and adjusted by the National Geodetic Survey in June 1991..
 HH0132
 HH0132.The geoid height was determined by GEOID03.
 HH0132
 HH0132.The dynamic height is computed by dividing the NAVD 88
 HH0132.geopotential number by the normal gravity value computed on the
 HH0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0132.degrees latitude (g = 980.6199 gals.).
 HH0132
 HH0132.The modeled gravity was interpolated from observed gravity values.
 HH0132
 HH0132;                    North         East    Units  Estimated Accuracy
 HH0132;SPC KS S     -   457,690.      199,060.      MT  (+/- 180 meters Scaled)
 HH0132
 HH0132                          SUPERSEDED SURVEY CONTROL
 HH0132
 HH0132  NGVD 29 (??/??/92)  814.014  (m)         2670.64   (f) ADJ UNCH    2 0
 HH0132
 HH0132.Superseded values are not recommended for survey control.
 HH0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0132.See file dsdata.txt to determine how the superseded data were derived.
 HH0132
 HH0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG435145(NAD 83)
 HH0132_MARKER: DB = BENCH MARK DISK
 HH0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0132_SP_SET: CULVERT
 HH0132_STAMPING: N 21 1933
 HH0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0132
 HH0132  HISTORY     - Date     Condition        Report By
 HH0132  HISTORY     - 1933     MONUMENTED       CGS
 HH0132  HISTORY     - 1984     GOOD             KSDT
 HH0132
 HH0132                          STATION DESCRIPTION
 HH0132
 HH0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0132'3.2 MI NE FROM ARKALON.
 HH0132'ABOUT 3.2 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0132'PACIFIC RAILWAY FROM THE STATION AT ARKALON, SEWARD COUNTY, ABOUT
 HH0132'2 1/2 POLES SOUTHWEST OF MILEPOST 418, ABOUT 5 1/2 POLES SOUTHWEST
 HH0132'OF A ROAD CROSSING, IN THE TOP OF THE SOUTHWEST END OF THE
 HH0132'NORTHWEST CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT, AND
 HH0132'12 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 HH0132'DISK, STAMPED N 21 1933.
 HH0132
 HH0132                          STATION RECOVERY (1984)
 HH0132
 HH0132'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1984
 HH0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0915 ***********************************************************************
 HF0915  DESIGNATION -  N 210
 HF0915  PID         -  HF0915
 HF0915  STATE/COUNTY-  KS/SEDGWICK
 HF0915  USGS QUAD   -  MOUNT HOPE (1959)
 HF0915
 HF0915                         *CURRENT SURVEY CONTROL
 HF0915  ___________________________________________________________________
 HF0915* NAD 83(1986)-  37 48 28.     (N)    097 39 07.     (W)     SCALED    
 HF0915* NAVD 88     -       440.493  (meters)    1445.18   (feet)  ADJUSTED  
 HF0915  ___________________________________________________________________
 HF0915  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HF0915  DYNAMIC HT  -         440.142 (meters)    1444.03  (feet)  COMP
 HF0915  MODELED GRAV-     979,820.1   (mgal)                       NAVD 88
 HF0915
 HF0915  VERT ORDER  -  SECOND    CLASS 0
 HF0915
 HF0915.The horizontal coordinates were scaled from a topographic map and have
 HF0915.an estimated accuracy of +/- 6 seconds.
 HF0915
 HF0915.The orthometric height was determined by differential leveling
 HF0915.and adjusted by the National Geodetic Survey in June 1991..
 HF0915
 HF0915.The geoid height was determined by GEOID03.
 HF0915
 HF0915.The dynamic height is computed by dividing the NAVD 88
 HF0915.geopotential number by the normal gravity value computed on the
 HF0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0915.degrees latitude (g = 980.6199 gals.).
 HF0915
 HF0915.The modeled gravity was interpolated from observed gravity values.
 HF0915
 HF0915;                    North         East    Units  Estimated Accuracy
 HF0915;SPC KS S     -   526,990.      474,680.      MT  (+/- 180 meters Scaled)
 HF0915
 HF0915                          SUPERSEDED SURVEY CONTROL
 HF0915
 HF0915  NGVD 29 (??/??/92)  440.34   (m)         1444.7    (f) COMPUTED    2 0
 HF0915
 HF0915.Superseded values are not recommended for survey control.
 HF0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0915.See file dsdata.txt to determine how the superseded data were derived.
 HF0915
 HF0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG186853(NAD 83)
 HF0915_MARKER: DB = BENCH MARK DISK
 HF0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0915+STABILITY: SURFACE MOTION
 HF0915
 HF0915  HISTORY     - Date     Condition        Report By
 HF0915  HISTORY     - UNK      MONUMENTED       CGS
 HF0915  HISTORY     - 1934     GOOD             NGS
 HF0915  HISTORY     - 1951     MARK NOT FOUND   LOCSUR
 HF0915
 HF0915                          STATION DESCRIPTION
 HF0915
 HF0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HF0915'1.6 MI NW FROM ANDALE.
 HF0915'1.6 MILES NORTHWEST OF BY RAILROAD ALONG THE MISSOURI PACIFIC
 HF0915'RR 50 FEET WEST OF CENTER OF TRACK 40 FEET NORTH OF SECTION LINE
 HF0915'ROAD CROSSING 15 FEET NORTH OF RIGHT-OF-WAY FENCE CORNER MP
 HF0915'505+34 2 IN ABOVE THE GROUND.
 HF0915
 HF0915                          STATION RECOVERY (1951)
 HF0915
 HF0915'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951
 HF0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0875 ***********************************************************************
 JF0875  DESIGNATION -  N 212
 JF0875  PID         -  JF0875
 JF0875  STATE/COUNTY-  KS/MCPHERSON
 JF0875  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0875
 JF0875                         *CURRENT SURVEY CONTROL
 JF0875  ___________________________________________________________________
 JF0875* NAD 83(1986)-  38 18 44.     (N)    097 38 48.     (W)     SCALED    
 JF0875* NAVD 88     -       449.906  (meters)    1476.07   (feet)  ADJUSTED  
 JF0875  ___________________________________________________________________
 JF0875  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 JF0875  DYNAMIC HT  -         449.577 (meters)    1474.99  (feet)  COMP
 JF0875  MODELED GRAV-     979,884.4   (mgal)                       NAVD 88
 JF0875
 JF0875  VERT ORDER  -  SECOND    CLASS 0
 JF0875
 JF0875.The horizontal coordinates were scaled from a topographic map and have
 JF0875.an estimated accuracy of +/- 6 seconds.
 JF0875
 JF0875.The orthometric height was determined by differential leveling
 JF0875.and adjusted by the National Geodetic Survey in June 1991..
 JF0875
 JF0875.The geoid height was determined by GEOID03.
 JF0875
 JF0875.The dynamic height is computed by dividing the NAVD 88
 JF0875.geopotential number by the normal gravity value computed on the
 JF0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0875.degrees latitude (g = 980.6199 gals.).
 JF0875
 JF0875.The modeled gravity was interpolated from observed gravity values.
 JF0875
 JF0875;                    North         East    Units  Estimated Accuracy
 JF0875;SPC KS S     -   582,980.      474,630.      MT  (+/- 180 meters Scaled)
 JF0875
 JF0875                          SUPERSEDED SURVEY CONTROL
 JF0875
 JF0875  NGVD 29 (??/??/92)  449.759  (m)         1475.58   (f) ADJ UNCH    2 0
 JF0875
 JF0875.Superseded values are not recommended for survey control.
 JF0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0875.See file dsdata.txt to determine how the superseded data were derived.
 JF0875
 JF0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH183413(NAD 83)
 JF0875_MARKER: DB = BENCH MARK DISK
 JF0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0875_STAMPING: N 212 1934
 JF0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0875+STABILITY: SURFACE MOTION
 JF0875
 JF0875  HISTORY     - Date     Condition        Report By
 JF0875  HISTORY     - 1934     MONUMENTED       CGS
 JF0875  HISTORY     - 1953     GOOD             NGS
 JF0875
 JF0875                          STATION DESCRIPTION
 JF0875
 JF0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JF0875'4 MI S FROM MC PHERSON.
 JF0875'4 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JF0875'MC PHERSON, MC PHERSON COUNTY, 2O POLES NORTH OF MILEPOST 511,
 JF0875'AND 50 FEET NORTHEAST OF THE TRACK.  A STANDARD DISK, STAMPED
 JF0875'N 212 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0551 ***********************************************************************
 JF0551  DESIGNATION -  N 213
 JF0551  PID         -  JF0551
 JF0551  STATE/COUNTY-  KS/DICKINSON
 JF0551  USGS QUAD   -  ELMO (1985)
 JF0551
 JF0551                         *CURRENT SURVEY CONTROL
 JF0551  ___________________________________________________________________
 JF0551* NAD 83(1986)-  38 41 09.     (N)    097 13 54.     (W)     SCALED    
 JF0551* NAVD 88     -       411.000  (meters)    1348.42   (feet)  ADJUSTED  
 JF0551  ___________________________________________________________________
 JF0551  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 JF0551  DYNAMIC HT  -         410.701 (meters)    1347.44  (feet)  COMP
 JF0551  MODELED GRAV-     979,890.4   (mgal)                       NAVD 88
 JF0551
 JF0551  VERT ORDER  -  SECOND    CLASS 0
 JF0551
 JF0551.The horizontal coordinates were scaled from a topographic map and have
 JF0551.an estimated accuracy of +/- 6 seconds.
 JF0551
 JF0551.The orthometric height was determined by differential leveling
 JF0551.and adjusted by the National Geodetic Survey in June 1991..
 JF0551
 JF0551.The geoid height was determined by GEOID03.
 JF0551
 JF0551.The dynamic height is computed by dividing the NAVD 88
 JF0551.geopotential number by the normal gravity value computed on the
 JF0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0551.degrees latitude (g = 980.6199 gals.).
 JF0551
 JF0551.The modeled gravity was interpolated from observed gravity values.
 JF0551
 JF0551;                    North         East    Units  Estimated Accuracy
 JF0551;SPC KS N     -    39,420.      466,850.      MT  (+/- 180 meters Scaled)
 JF0551
 JF0551                          SUPERSEDED SURVEY CONTROL
 JF0551
 JF0551  NGVD 29 (??/??/92)  410.849  (m)         1347.93   (f) ADJ UNCH    2 0
 JF0551
 JF0551.Superseded values are not recommended for survey control.
 JF0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0551.See file dsdata.txt to determine how the superseded data were derived.
 JF0551
 JF0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH538833(NAD 83)
 JF0551_MARKER: DB = BENCH MARK DISK
 JF0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0551_STAMPING: N 213 1934
 JF0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0551+STABILITY: SURFACE MOTION
 JF0551
 JF0551  HISTORY     - Date     Condition        Report By
 JF0551  HISTORY     - 1934     MONUMENTED       CGS
 JF0551  HISTORY     - 1960     MARK NOT FOUND   NGS
 JF0551  HISTORY     - 1964     POOR             NGS
 JF0551
 JF0551                          STATION DESCRIPTION
 JF0551
 JF0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JF0551'AT ELMO.
 JF0551'AT ELMO, ON THE MISSOURI PACIFIC RAILROAD, 7 POLES WEST OF THE
 JF0551'STATION, AT CORNER OF THE SECTION-HOUSE YARD, AND 35 FEET NORTH
 JF0551'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED N 213
 JF0551'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JF0551
 JF0551                          STATION RECOVERY (1964)
 JF0551
 JF0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JF0551'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0733 ***********************************************************************
 JF0733  DESIGNATION -  N 214
 JF0733  PID         -  JF0733
 JF0733  STATE/COUNTY-  KS/MARION
 JF0733  USGS QUAD   -  DURHAM (1985)
 JF0733
 JF0733                         *CURRENT SURVEY CONTROL
 JF0733  ___________________________________________________________________
 JF0733* NAD 83(1986)-  38 29 38.     (N)    097 13 03.     (W)     SCALED    
 JF0733* NAVD 88     -       427.118  (meters)    1401.30   (feet)  ADJUSTED  
 JF0733  ___________________________________________________________________
 JF0733  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 JF0733  DYNAMIC HT  -         426.800 (meters)    1400.26  (feet)  COMP
 JF0733  MODELED GRAV-     979,871.7   (mgal)                       NAVD 88
 JF0733
 JF0733  VERT ORDER  -  SECOND    CLASS 0
 JF0733
 JF0733.The horizontal coordinates were scaled from a topographic map and have
 JF0733.an estimated accuracy of +/- 6 seconds.
 JF0733
 JF0733.The orthometric height was determined by differential leveling
 JF0733.and adjusted by the National Geodetic Survey in June 1991..
 JF0733
 JF0733.The geoid height was determined by GEOID03.
 JF0733
 JF0733.The dynamic height is computed by dividing the NAVD 88
 JF0733.geopotential number by the normal gravity value computed on the
 JF0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0733.degrees latitude (g = 980.6199 gals.).
 JF0733
 JF0733.The modeled gravity was interpolated from observed gravity values.
 JF0733
 JF0733;                    North         East    Units  Estimated Accuracy
 JF0733;SPC KS S     -   603,570.      511,880.      MT  (+/- 180 meters Scaled)
 JF0733
 JF0733                          SUPERSEDED SURVEY CONTROL
 JF0733
 JF0733  NGVD 29 (??/??/92)  426.948  (m)         1400.75   (f) ADJ UNCH    2 0
 JF0733
 JF0733.Superseded values are not recommended for survey control.
 JF0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0733.See file dsdata.txt to determine how the superseded data were derived.
 JF0733
 JF0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH554621(NAD 83)
 JF0733_MARKER: DB = BENCH MARK DISK
 JF0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0733+STABILITY: SURFACE MOTION
 JF0733
 JF0733  HISTORY     - Date     Condition        Report By
 JF0733  HISTORY     - UNK      MONUMENTED       CGS
 JF0733  HISTORY     - 1935     GOOD             NGS
 JF0733  HISTORY     - 1971     MARK NOT FOUND   USGS
 JF0733
 JF0733                          STATION DESCRIPTION
 JF0733
 JF0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0733'1 MI NE FROM DURHAM.
 JF0733'1 MI. NORTHEAST OF DURHAM, ON THE ROCK ISLAND R.R. 45 FEET
 JF0733'SOUTH OF THE TRACK, 10 1/2 POLES NORTHEAST OF ROAD CROSSING
 JF0733'AND 33 POLES SOUTHWEST OF MILE POST 190.
 JF0733
 JF0733                          STATION RECOVERY (1971)
 JF0733
 JF0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JF0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0093 ***********************************************************************
 JF0093  DESIGNATION -  N 215
 JF0093  PID         -  JF0093
 JF0093  STATE/COUNTY-  KS/MORRIS
 JF0093  USGS QUAD   -  DWIGHT (1971)
 JF0093
 JF0093                         *CURRENT SURVEY CONTROL
 JF0093  ___________________________________________________________________
 JF0093* NAD 83(1986)-  38 51 20.     (N)    096 31 25.     (W)     SCALED    
 JF0093* NAVD 88     -       461.005  (meters)    1512.48   (feet)  ADJUSTED  
 JF0093  ___________________________________________________________________
 JF0093  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 JF0093  DYNAMIC HT  -         460.685 (meters)    1511.43  (feet)  COMP
 JF0093  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 JF0093
 JF0093  VERT ORDER  -  SECOND    CLASS 0
 JF0093
 JF0093.The horizontal coordinates were scaled from a topographic map and have
 JF0093.an estimated accuracy of +/- 6 seconds.
 JF0093
 JF0093.The orthometric height was determined by differential leveling
 JF0093.and adjusted by the National Geodetic Survey in June 1991..
 JF0093
 JF0093.The geoid height was determined by GEOID03.
 JF0093
 JF0093.The dynamic height is computed by dividing the NAVD 88
 JF0093.geopotential number by the normal gravity value computed on the
 JF0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0093.degrees latitude (g = 980.6199 gals.).
 JF0093
 JF0093.The modeled gravity was interpolated from observed gravity values.
 JF0093
 JF0093;                    North         East    Units  Estimated Accuracy
 JF0093;SPC KS N     -    59,020.      528,150.      MT  (+/- 180 meters Scaled)
 JF0093
 JF0093                          SUPERSEDED SURVEY CONTROL
 JF0093
 JF0093  NGVD 29 (??/??/92)  460.838  (m)         1511.93   (f) ADJ UNCH    2 0
 JF0093
 JF0093.Superseded values are not recommended for survey control.
 JF0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0093.See file dsdata.txt to determine how the superseded data were derived.
 JF0093
 JF0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ148036(NAD 83)
 JF0093_MARKER: DB = BENCH MARK DISK
 JF0093_SETTING: 0 = UNSPECIFIED SETTING
 JF0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0093
 JF0093  HISTORY     - Date     Condition        Report By
 JF0093  HISTORY     - UNK      MONUMENTED       CGS
 JF0093  HISTORY     - 1935     GOOD             NGS
 JF0093  HISTORY     - 1970     MARK NOT FOUND   USGS
 JF0093
 JF0093                          STATION DESCRIPTION
 JF0093
 JF0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0093'2 MI SW FROM ALTA VISTA.
 JF0093'ON THE ROCK ISLAND R.R. 45 FEET NORTH OF THE TRACKS, 2 RAILS
 JF0093'EAST OF BLOCK SIGNAL 1437 AND 6 1/2 POLES EAST OF MILE POST
 JF0093'144, 14 RAILS EAST OF FISCHER DIST. 26 SCHOOL.  NOTE-- BLOCK
 JF0093'SIGNAL HAS BEEN MOVED.  THE SCHOOL IS GONE.
 JF0093
 JF0093                          STATION RECOVERY (1970)
 JF0093
 JF0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JF0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0042 ***********************************************************************
 HF0042  DESIGNATION -  N 216
 HF0042  PID         -  HF0042
 HF0042  STATE/COUNTY-  KS/GREENWOOD
 HF0042  USGS QUAD   -  TONOVAY (1971)
 HF0042
 HF0042                         *CURRENT SURVEY CONTROL
 HF0042  ___________________________________________________________________
 HF0042* NAD 83(1986)-  37 47 43.     (N)    096 14 09.     (W)     SCALED    
 HF0042* NAVD 88     -       313.104  (meters)    1027.24   (feet)  ADJUSTED  
 HF0042  ___________________________________________________________________
 HF0042  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 HF0042  DYNAMIC HT  -         312.863 (meters)    1026.45  (feet)  COMP
 HF0042  MODELED GRAV-     979,850.5   (mgal)                       NAVD 88
 HF0042
 HF0042  VERT ORDER  -  SECOND    CLASS 0
 HF0042
 HF0042.The horizontal coordinates were scaled from a topographic map and have
 HF0042.an estimated accuracy of +/- 6 seconds.
 HF0042
 HF0042.The orthometric height was determined by differential leveling
 HF0042.and adjusted by the National Geodetic Survey in June 1991..
 HF0042
 HF0042.The geoid height was determined by GEOID03.
 HF0042
 HF0042.The dynamic height is computed by dividing the NAVD 88
 HF0042.geopotential number by the normal gravity value computed on the
 HF0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0042.degrees latitude (g = 980.6199 gals.).
 HF0042
 HF0042.The modeled gravity was interpolated from observed gravity values.
 HF0042
 HF0042;                    North         East    Units  Estimated Accuracy
 HF0042;SPC KS S     -   527,680.      599,390.      MT  (+/- 180 meters Scaled)
 HF0042
 HF0042                          SUPERSEDED SURVEY CONTROL
 HF0042
 HF0042  NGVD 29 (??/??/92)  312.953  (m)         1026.75   (f) ADJ UNCH    2 0
 HF0042
 HF0042.Superseded values are not recommended for survey control.
 HF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0042.See file dsdata.txt to determine how the superseded data were derived.
 HF0042
 HF0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG433867(NAD 83)
 HF0042_MARKER: DB = BENCH MARK DISK
 HF0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0042_STAMPING: N 216 1935
 HF0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0042+STABILITY: SURFACE MOTION
 HF0042
 HF0042  HISTORY     - Date     Condition        Report By
 HF0042  HISTORY     - 1935     MONUMENTED       CGS
 HF0042  HISTORY     - 1976     GOOD             NGS
 HF0042  HISTORY     - 1976     GOOD             NGS
 HF0042
 HF0042                          STATION DESCRIPTION
 HF0042
 HF0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0042'3.7 MI S FROM EUREKA.
 HF0042'3.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0042'FROM EUREKA, GREENWOOD COUNTY, AT THE CROSSING OF STATE HIGHWAY
 HF0042'99, 125 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 32 FEET
 HF0042'NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 6 FEET EAST
 HF0042'OF THE END OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 HF0042'N 216 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HF0042'3 INCHES ABOVE GROUND.
 HF0042
 HF0042                          STATION RECOVERY (1976)
 HF0042
 HF0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0042'TO REACH THE BENCH MARK FROM THE OLD RAILROAD STATION IN EUREKA, GO
 HF0042'SOUTH ABOUT 0.5 MILE TO US HIGHWAY 54, TURN LEFT AND GO EAST ON
 HF0042'HIGHWAY 54 FOR 3.0 MILES TO STATE HIGHWAY 99, TURN RIGHT AND GO SOUTH
 HF0042'ON HIGHWAY 99 FOR 1.6 MILES TO A SURFACED CROSSROAD AND THE BENCH
 HF0042'MARK ON THE LEFT, ABOUT 125 FEET EAST OF THE CENTER OF HIGHWAY 99, 44
 HF0042'FEET SOUTH OF THE CENTER OF A SURFACED ROAD, 29 FEET SOUTHEAST OF A
 HF0042'POWER POLE, 11 FEET WEST OF A 2-INCH GAS PIPE PROJECTING 5 FEET, 4
 HF0042'FEET SOUTH OF AN ANCHOR FOR A POWER POLE AND 1 FOOT SOUTHEAST OF A
 HF0042'METAL WITNESS POST. A STANDARD DISK STAMPED N 216 1935, SET IN THE
 HF0042'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 HF0042'GROUND SURFACE.
 HF0042
 HF0042                          STATION RECOVERY (1976)
 HF0042
 HF0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0042'TO REACH THE BENCH MARK FROM THE OLD RAILROAD STATION IN EUREKA, GO
 HF0042'SOUTH ABOUT 0.5 MILE TO US HIGHWAY 54, TURN LEFT AND GO EAST ON
 HF0042'HIGHWAY 54 FOR 3.0 MILES TO STATE HIGHWAY 99, TURN RIGHT AND GO SOUTH
 HF0042'ON HIGHWAY 99 FOR 1.6 MILES TO A SURFACED CROSSROAD AND THE BENCH
 HF0042'MARK ON THE LEFT, ABOUT 125 FEET EAST OF THE CENTER OF HIGHWAY 99, 44
 HF0042'FEET SOUTH OF THE CENTER OF A SURFACED ROAD, 29 FEET SOUTHEAST OF A
 HF0042'POWER POLE, 11 FEET WEST OF A 2-INCH GAS PIPE PROJECTING 5 FEET, 4
 HF0042'FEET SOUTH OF AN ANCHOR FOR A POWER POLE AND 1 FOOT SOUTHEAST OF A
 HF0042'METAL WITNESS POST. A STANDARD DISK STAMPED N 216 1935, SET IN THE
 HF0042'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 HF0042'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0069 ***********************************************************************
 HH0069  DESIGNATION -  N 22
 HH0069  PID         -  HH0069
 HH0069  STATE/COUNTY-  KS/MEADE
 HH0069  USGS QUAD   -  FOWLER (1977)
 HH0069
 HH0069                         *CURRENT SURVEY CONTROL
 HH0069  ___________________________________________________________________
 HH0069* NAD 83(1986)-  37 22 50.     (N)    100 12 04.     (W)     SCALED    
 HH0069* NAVD 88     -       756.430  (meters)    2481.72   (feet)  ADJUSTED  
 HH0069  ___________________________________________________________________
 HH0069  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 HH0069  DYNAMIC HT  -         755.739 (meters)    2479.45  (feet)  COMP
 HH0069  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 HH0069
 HH0069  VERT ORDER  -  SECOND    CLASS 0
 HH0069
 HH0069.The horizontal coordinates were scaled from a topographic map and have
 HH0069.an estimated accuracy of +/- 6 seconds.
 HH0069
 HH0069.The orthometric height was determined by differential leveling
 HH0069.and adjusted by the National Geodetic Survey in June 1991..
 HH0069
 HH0069.The geoid height was determined by GEOID03.
 HH0069
 HH0069.The dynamic height is computed by dividing the NAVD 88
 HH0069.geopotential number by the normal gravity value computed on the
 HH0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0069.degrees latitude (g = 980.6199 gals.).
 HH0069
 HH0069.The modeled gravity was interpolated from observed gravity values.
 HH0069
 HH0069;                    North         East    Units  Estimated Accuracy
 HH0069;SPC KS S     -   480,610.      249,350.      MT  (+/- 180 meters Scaled)
 HH0069
 HH0069                          SUPERSEDED SURVEY CONTROL
 HH0069
 HH0069  NGVD 29 (??/??/92)  756.103  (m)         2480.65   (f) ADJ UNCH    2 0
 HH0069
 HH0069.Superseded values are not recommended for survey control.
 HH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0069.See file dsdata.txt to determine how the superseded data were derived.
 HH0069
 HH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG936377(NAD 83)
 HH0069_MARKER: DB = BENCH MARK DISK
 HH0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0069_SP_SET: STEP
 HH0069_STAMPING: N 22 1933
 HH0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0069
 HH0069  HISTORY     - Date     Condition        Report By
 HH0069  HISTORY     - 1933     MONUMENTED       CGS
 HH0069
 HH0069                          STATION DESCRIPTION
 HH0069
 HH0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0069'AT FOWLER.
 HH0069'AT FOWLER, MEADE COUNTY, AT THE WEST END OF FOURTH STREET, AT
 HH0069'THE MAIN ENTRANCE TO ST. ANTHONYS CHURCH, AND IN THE TOP OF THE
 HH0069'EAST SIDE OF THE TOP CONCRETE STEP.  A STANDARD DISK, STAMPED
 HH0069'N 22 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0784 ***********************************************************************
 JE0784  DESIGNATION -  N 221
 JE0784  PID         -  JE0784
 JE0784  STATE/COUNTY-  KS/MIAMI
 JE0784  USGS QUAD   -  OSAWATOMIE (1963)
 JE0784
 JE0784                         *CURRENT SURVEY CONTROL
 JE0784  ___________________________________________________________________
 JE0784* NAD 83(1986)-  38 29 41.     (N)    094 58 43.     (W)     SCALED    
 JE0784* NAVD 88     -       265.487  (meters)     871.02   (feet)  ADJUSTED  
 JE0784  ___________________________________________________________________
 JE0784  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 JE0784  DYNAMIC HT  -         265.299 (meters)     870.40  (feet)  COMP
 JE0784  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 JE0784
 JE0784  VERT ORDER  -  SECOND    CLASS 0
 JE0784
 JE0784.The horizontal coordinates were scaled from a topographic map and have
 JE0784.an estimated accuracy of +/- 6 seconds.
 JE0784
 JE0784.The orthometric height was determined by differential leveling
 JE0784.and adjusted by the National Geodetic Survey in June 1991..
 JE0784
 JE0784.The geoid height was determined by GEOID03.
 JE0784
 JE0784.The dynamic height is computed by dividing the NAVD 88
 JE0784.geopotential number by the normal gravity value computed on the
 JE0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0784.degrees latitude (g = 980.6199 gals.).
 JE0784
 JE0784.The modeled gravity was interpolated from observed gravity values.
 JE0784
 JE0784;                    North         East    Units  Estimated Accuracy
 JE0784;SPC KS S     -   608,690.      707,130.      MT  (+/- 180 meters Scaled)
 JE0784
 JE0784                          SUPERSEDED SURVEY CONTROL
 JE0784
 JE0784  NGVD 29 (??/??/92)  265.352  (m)          870.58   (f) ADJ UNCH    2 0
 JE0784
 JE0784.Superseded values are not recommended for survey control.
 JE0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0784.See file dsdata.txt to determine how the superseded data were derived.
 JE0784
 JE0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC274625(NAD 83)
 JE0784_MARKER: DB = BENCH MARK DISK
 JE0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0784_STAMPING: N 221 1934
 JE0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0784+STABILITY: SURFACE MOTION
 JE0784
 JE0784  HISTORY     - Date     Condition        Report By
 JE0784  HISTORY     - 1934     MONUMENTED       CGS
 JE0784  HISTORY     - 1940     GOOD             NGS
 JE0784  HISTORY     - 1950     GOOD             NGS
 JE0784
 JE0784                          STATION DESCRIPTION
 JE0784
 JE0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JE0784'1.8 MI NW FROM OSAWATOMIE.
 JE0784'1.8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0784'THE STATION AT OSAWATOMIE, MIAMI COUNTY, 20 FEET EAST OF THE
 JE0784'FIRST POLE WEST OF MILEPOST 335, 45.5 FEET NORTHEAST OF THE
 JE0784'NORTHEAST RAIL, 22 FEET NORTHWEST OF THE WEST GATEPOST IN THE
 JE0784'RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF THE FENCE, AND 2.6 FEET
 JE0784'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 JE0784'N 221 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 JE0784'INCHES ABOVE GROUND.
 JE0784
 JE0784                          STATION RECOVERY (1950)
 JE0784
 JE0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0823 ***********************************************************************
 JE0823  DESIGNATION -  N 222
 JE0823  PID         -  JE0823
 JE0823  STATE/COUNTY-  KS/MIAMI
 JE0823  USGS QUAD   -  SPRING HILL (1957)
 JE0823
 JE0823                         *CURRENT SURVEY CONTROL
 JE0823  ___________________________________________________________________
 JE0823* NAD 83(1986)-  38 41 14.     (N)    094 50 17.     (W)     SCALED    
 JE0823* NAVD 88     -       279.988  (meters)     918.59   (feet)  ADJUSTED  
 JE0823  ___________________________________________________________________
 JE0823  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 JE0823  DYNAMIC HT  -         279.796 (meters)     917.96  (feet)  COMP
 JE0823  MODELED GRAV-     979,937.0   (mgal)                       NAVD 88
 JE0823
 JE0823  VERT ORDER  -  SECOND    CLASS 0
 JE0823
 JE0823.The horizontal coordinates were scaled from a topographic map and have
 JE0823.an estimated accuracy of +/- 6 seconds.
 JE0823
 JE0823.The orthometric height was determined by differential leveling
 JE0823.and adjusted by the National Geodetic Survey in June 1991..
 JE0823
 JE0823.The geoid height was determined by GEOID03.
 JE0823
 JE0823.The dynamic height is computed by dividing the NAVD 88
 JE0823.geopotential number by the normal gravity value computed on the
 JE0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0823.degrees latitude (g = 980.6199 gals.).
 JE0823
 JE0823.The modeled gravity was interpolated from observed gravity values.
 JE0823
 JE0823;                    North         East    Units  Estimated Accuracy
 JE0823;SPC KS S     -   630,520.      718,540.      MT  (+/- 180 meters Scaled)
 JE0823
 JE0823                          SUPERSEDED SURVEY CONTROL
 JE0823
 JE0823  NGVD 29 (??/??/92)  279.860  (m)          918.17   (f) ADJ UNCH    2 0
 JE0823
 JE0823.Superseded values are not recommended for survey control.
 JE0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0823.See file dsdata.txt to determine how the superseded data were derived.
 JE0823
 JE0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC401836(NAD 83)
 JE0823_MARKER: DB = BENCH MARK DISK
 JE0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0823_STAMPING: N 222 1934
 JE0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0823+STABILITY: SURFACE MOTION
 JE0823
 JE0823  HISTORY     - Date     Condition        Report By
 JE0823  HISTORY     - 1934     MONUMENTED       CGS
 JE0823  HISTORY     - 1950     GOOD             NGS
 JE0823
 JE0823                          STATION DESCRIPTION
 JE0823
 JE0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0823'4.2 MI S FROM SPRING HILL.
 JE0823'IN MIAMI COUNTY, 4.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO
 JE0823'RAILWAY FROM SPRING HILL, JOHNSON COUNTY, 133 FEET OF MILEPOST
 JE0823'34+20, 35 FEET NORTH OF THE 19TH POLE SOUTH OF MILEPOST 34, 38
 JE0823'FEET WEST OF THE WEST RAIL AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 JE0823'FENCE.  THE DISK IS SET IN THE TOP OF A CONCRETE POST, PROJECTING
 JE0823'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0363 ***********************************************************************
 JF0363  DESIGNATION -  N 223
 JF0363  PID         -  JF0363
 JF0363  STATE/COUNTY-  KS/MORRIS
 JF0363  USGS QUAD   -  COUNCIL GROVE LAKE (1971)
 JF0363
 JF0363                         *CURRENT SURVEY CONTROL
 JF0363  ___________________________________________________________________
 JF0363* NAD 83(1986)-  38 44 02.     (N)    096 34 15.     (W)     SCALED    
 JF0363* NAVD 88     -       401.465  (meters)    1317.14   (feet)  ADJUSTED  
 JF0363  ___________________________________________________________________
 JF0363  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 JF0363  DYNAMIC HT  -         401.185 (meters)    1316.22  (feet)  COMP
 JF0363  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 JF0363
 JF0363  VERT ORDER  -  SECOND    CLASS 0
 JF0363
 JF0363.The horizontal coordinates were scaled from a topographic map and have
 JF0363.an estimated accuracy of +/- 6 seconds.
 JF0363
 JF0363.The orthometric height was determined by differential leveling
 JF0363.and adjusted by the National Geodetic Survey in June 1991..
 JF0363
 JF0363.The geoid height was determined by GEOID03.
 JF0363
 JF0363.The dynamic height is computed by dividing the NAVD 88
 JF0363.geopotential number by the normal gravity value computed on the
 JF0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0363.degrees latitude (g = 980.6199 gals.).
 JF0363
 JF0363.The modeled gravity was interpolated from observed gravity values.
 JF0363
 JF0363;                    North         East    Units  Estimated Accuracy
 JF0363;SPC KS N     -    45,450.      524,260.      MT  (+/- 180 meters Scaled)
 JF0363
 JF0363                          SUPERSEDED SURVEY CONTROL
 JF0363
 JF0363  NGVD 29 (??/??/92)  401.321  (m)         1316.67   (f) ADJ UNCH    2 0
 JF0363
 JF0363.Superseded values are not recommended for survey control.
 JF0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0363.See file dsdata.txt to determine how the superseded data were derived.
 JF0363
 JF0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH111900(NAD 83)
 JF0363_MARKER: DB = BENCH MARK DISK
 JF0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0363+STABILITY: SURFACE MOTION
 JF0363
 JF0363  HISTORY     - Date     Condition        Report By
 JF0363  HISTORY     - UNK      MONUMENTED       CGS
 JF0363  HISTORY     - 1935     GOOD             NGS
 JF0363  HISTORY     - 1971     MARK NOT FOUND   USGS
 JF0363
 JF0363                          STATION DESCRIPTION
 JF0363
 JF0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0363'AT DOWNING.
 JF0363'AT DOWNING (KELSO P.O.) STATION ALONG M. K. AND T. RR. 100 YDS.
 JF0363'W. OF DOWNING STATION.  MARK IS 15 YDS. S. OF CENTER LINE OF
 JF0363'MAIN TRACK AND 18 YDS. W. OF CENTER LINE OF CROSSING.  NOTE-- THE
 JF0363'RAILROAD TRACK HAS BEEN TORN OUT AND THE SURROUNDING LAND IS
 JF0363'NOW BEING FARMED.  THERE IS NOW A FIELD WHERE THE BM SHOULD BE.
 JF0363
 JF0363                          STATION RECOVERY (1971)
 JF0363
 JF0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JF0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0380 ***********************************************************************
 HE0380  DESIGNATION -  N 224
 HE0380  PID         -  HE0380
 HE0380  STATE/COUNTY-  KS/NEOSHO
 HE0380  USGS QUAD   -  WALNUT (1973)
 HE0380
 HE0380                         *CURRENT SURVEY CONTROL
 HE0380  ___________________________________________________________________
 HE0380* NAD 83(1986)-  37 36 06.     (N)    095 06 35.     (W)     SCALED    
 HE0380* NAVD 88     -       280.926  (meters)     921.67   (feet)  ADJUSTED  
 HE0380  ___________________________________________________________________
 HE0380  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 HE0380  DYNAMIC HT  -         280.708 (meters)     920.96  (feet)  COMP
 HE0380  MODELED GRAV-     979,848.0   (mgal)                       NAVD 88
 HE0380
 HE0380  VERT ORDER  -  SECOND    CLASS 0
 HE0380
 HE0380.The horizontal coordinates were scaled from a topographic map and have
 HE0380.an estimated accuracy of +/- 6 seconds.
 HE0380
 HE0380.The orthometric height was determined by differential leveling
 HE0380.and adjusted by the National Geodetic Survey in June 1991..
 HE0380
 HE0380.The geoid height was determined by GEOID03.
 HE0380
 HE0380.The dynamic height is computed by dividing the NAVD 88
 HE0380.geopotential number by the normal gravity value computed on the
 HE0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0380.degrees latitude (g = 980.6199 gals.).
 HE0380
 HE0380.The modeled gravity was interpolated from observed gravity values.
 HE0380
 HE0380;                    North         East    Units  Estimated Accuracy
 HE0380;SPC KS S     -   509,210.      699,300.      MT  (+/- 180 meters Scaled)
 HE0380
 HE0380                          SUPERSEDED SURVEY CONTROL
 HE0380
 HE0380  NGVD 29 (??/??/92)  280.802  (m)          921.26   (f) ADJ UNCH    2 0
 HE0380
 HE0380.Superseded values are not recommended for survey control.
 HE0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0380.See file dsdata.txt to determine how the superseded data were derived.
 HE0380
 HE0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB137637(NAD 83)
 HE0380_MARKER: DB = BENCH MARK DISK
 HE0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0380_STAMPING: N 224 1935
 HE0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0380+STABILITY: SURFACE MOTION
 HE0380
 HE0380  HISTORY     - Date     Condition        Report By
 HE0380  HISTORY     - 1935     MONUMENTED       CGS
 HE0380  HISTORY     - 1973     MARK NOT FOUND   USGS
 HE0380
 HE0380                          STATION DESCRIPTION
 HE0380
 HE0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HE0380'4.3 MI E FROM TRENT.
 HE0380'4.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HE0380'FROM THE STATION AT TRENT, NEOSHO COUNTY, 0.2 MILE EAST OF
 HE0380'MILEPOST 22, AT A ROAD CROSSING, 50 FEET NORTH OF THE CENTER
 HE0380'LINE OF THE TRACK, 40 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HE0380'AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED N 224
 HE0380'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HE0380
 HE0380                          STATION RECOVERY (1973)
 HE0380
 HE0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HE0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0062 ***********************************************************************
 JF0062  DESIGNATION -  N 229
 JF0062  PID         -  JF0062
 JF0062  STATE/COUNTY-  KS/LYON
 JF0062  USGS QUAD   -  ALLEN (1983)
 JF0062
 JF0062                         *CURRENT SURVEY CONTROL
 JF0062  ___________________________________________________________________
 JF0062* NAD 83(1986)-  38 38 42.     (N)    096 13 34.     (W)     SCALED    
 JF0062* NAVD 88     -       399.991  (meters)    1312.30   (feet)  ADJUSTED  
 JF0062  ___________________________________________________________________
 JF0062  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JF0062  DYNAMIC HT  -         399.709 (meters)    1311.38  (feet)  COMP
 JF0062  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 JF0062
 JF0062  VERT ORDER  -  SECOND    CLASS 0
 JF0062
 JF0062.The horizontal coordinates were scaled from a topographic map and have
 JF0062.an estimated accuracy of +/- 6 seconds.
 JF0062
 JF0062.The orthometric height was determined by differential leveling
 JF0062.and adjusted by the National Geodetic Survey in June 1991..
 JF0062
 JF0062.The geoid height was determined by GEOID03.
 JF0062
 JF0062.The dynamic height is computed by dividing the NAVD 88
 JF0062.geopotential number by the normal gravity value computed on the
 JF0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0062.degrees latitude (g = 980.6199 gals.).
 JF0062
 JF0062.The modeled gravity was interpolated from observed gravity values.
 JF0062
 JF0062;                    North         East    Units  Estimated Accuracy
 JF0062;SPC KS S     -   621,990.      597,940.      MT  (+/- 180 meters Scaled)
 JF0062
 JF0062                          SUPERSEDED SURVEY CONTROL
 JF0062
 JF0062  NGVD 29 (??/??/92)  399.846  (m)         1311.83   (f) ADJ UNCH    2 0
 JF0062
 JF0062.Superseded values are not recommended for survey control.
 JF0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0062.See file dsdata.txt to determine how the superseded data were derived.
 JF0062
 JF0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH414810(NAD 83)
 JF0062_MARKER: DB = BENCH MARK DISK
 JF0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0062+STABILITY: SURFACE MOTION
 JF0062
 JF0062  HISTORY     - Date     Condition        Report By
 JF0062  HISTORY     - 1935     MONUMENTED       CGS
 JF0062  HISTORY     - 1968     GOOD             NGS
 JF0062
 JF0062                          STATION DESCRIPTION
 JF0062
 JF0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JF0062'1.8 MI E FROM BUSHONG.
 JF0062'1.8 MILES E. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 409/08.
 JF0062'MARK IS NEAR N.E. CORNER OF N. CONC. BEAM OVER E. ABUTMENT
 JF0062'OF BRIDGE 116.
 JF0062
 JF0062                          STATION RECOVERY (1968)
 JF0062
 JF0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0587 ***********************************************************************
 HG0587  DESIGNATION -  N 23
 HG0587  PID         -  HG0587
 HG0587  STATE/COUNTY-  KS/FORD
 HG0587  USGS QUAD   -  BUCKLIN (1969)
 HG0587
 HG0587                         *CURRENT SURVEY CONTROL
 HG0587  ___________________________________________________________________
 HG0587* NAD 83(1986)-  37 32 40.     (N)    099 39 58.     (W)     SCALED    
 HG0587* NAVD 88     -       740.053  (meters)    2427.99   (feet)  ADJUSTED  
 HG0587  ___________________________________________________________________
 HG0587  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 HG0587  DYNAMIC HT  -         739.400 (meters)    2425.85  (feet)  COMP
 HG0587  MODELED GRAV-     979,722.8   (mgal)                       NAVD 88
 HG0587
 HG0587  VERT ORDER  -  SECOND    CLASS 0
 HG0587
 HG0587.The horizontal coordinates were scaled from a topographic map and have
 HG0587.an estimated accuracy of +/- 6 seconds.
 HG0587
 HG0587.The orthometric height was determined by differential leveling
 HG0587.and adjusted by the National Geodetic Survey in June 1991..
 HG0587
 HG0587.The geoid height was determined by GEOID03.
 HG0587
 HG0587.The dynamic height is computed by dividing the NAVD 88
 HG0587.geopotential number by the normal gravity value computed on the
 HG0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0587.degrees latitude (g = 980.6199 gals.).
 HG0587
 HG0587.The modeled gravity was interpolated from observed gravity values.
 HG0587
 HG0587;                    North         East    Units  Estimated Accuracy
 HG0587;SPC KS S     -   498,060.      296,950.      MT  (+/- 180 meters Scaled)
 HG0587
 HG0587                          SUPERSEDED SURVEY CONTROL
 HG0587
 HG0587  NGVD 29 (??/??/92)  739.724  (m)         2426.91   (f) ADJ UNCH    2 0
 HG0587
 HG0587.Superseded values are not recommended for survey control.
 HG0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0587.See file dsdata.txt to determine how the superseded data were derived.
 HG0587
 HG0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG411554(NAD 83)
 HG0587_MARKER: DB = BENCH MARK DISK
 HG0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0587_SP_SET: CULVERT
 HG0587_STAMPING: N 23 1933
 HG0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0587
 HG0587  HISTORY     - Date     Condition        Report By
 HG0587  HISTORY     - 1933     MONUMENTED       CGS
 HG0587
 HG0587                          STATION DESCRIPTION
 HG0587
 HG0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0587'1.7 MI SW FROM BUCKLIN.
 HG0587'ABOUT 1.7 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HG0587'PACIFIC RAILWAY FROM THE STATION AT BUCKLIN, FORD COUNTY, ABOUT
 HG0587'25 POLES SOUTHWEST OF MILEPOST 349, AT A ROAD CROSSING, 36 FEET
 HG0587'SOUTHEAST OF THE CENTER LINE OF THE TRACK, 18 FEET SOUTHWEST
 HG0587'OF THE CENTER LINE OF THE ROAD, AND IN THE TOP OF THE NORTHWEST
 HG0587'END OF THE SOUTHWEST CONCRETE HEAD WALL OF A CONCRETE BOX ROAD
 HG0587'CULVERT.  A STANDARD DISK, STAMPED N 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0001 ***********************************************************************
 JF0001  DESIGNATION -  N 231
 JF0001  PID         -  JF0001
 JF0001  STATE/COUNTY-  KS/WABAUNSEE
 JF0001  USGS QUAD   -  ALLENDORPH (1983)
 JF0001
 JF0001                         *CURRENT SURVEY CONTROL
 JF0001  ___________________________________________________________________
 JF0001* NAD 83(1986)-  38 57 09.     (N)    096 15 02.     (W)     SCALED    
 JF0001* NAVD 88     -       336.660  (meters)    1104.53   (feet)  ADJUSTED  
 JF0001  ___________________________________________________________________
 JF0001  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 JF0001  DYNAMIC HT  -         336.430 (meters)    1103.77  (feet)  COMP
 JF0001  MODELED GRAV-     979,935.2   (mgal)                       NAVD 88
 JF0001
 JF0001  VERT ORDER  -  SECOND    CLASS 0
 JF0001
 JF0001.The horizontal coordinates were scaled from a topographic map and have
 JF0001.an estimated accuracy of +/- 6 seconds.
 JF0001
 JF0001.The orthometric height was determined by differential leveling
 JF0001.and adjusted by the National Geodetic Survey in June 1991..
 JF0001
 JF0001.The geoid height was determined by GEOID03.
 JF0001
 JF0001.The dynamic height is computed by dividing the NAVD 88
 JF0001.geopotential number by the normal gravity value computed on the
 JF0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0001.degrees latitude (g = 980.6199 gals.).
 JF0001
 JF0001.The modeled gravity was interpolated from observed gravity values.
 JF0001
 JF0001;                    North         East    Units  Estimated Accuracy
 JF0001;SPC KS N     -    70,200.      551,640.      MT  (+/- 180 meters Scaled)
 JF0001
 JF0001                          SUPERSEDED SURVEY CONTROL
 JF0001
 JF0001  NGVD 29 (??/??/92)  336.522  (m)         1104.07   (f) ADJ UNCH    2 0
 JF0001
 JF0001.Superseded values are not recommended for survey control.
 JF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0001.See file dsdata.txt to determine how the superseded data were derived.
 JF0001
 JF0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ382151(NAD 83)
 JF0001_MARKER: DB = BENCH MARK DISK
 JF0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0001+STABILITY: SURFACE MOTION
 JF0001
 JF0001  HISTORY     - Date     Condition        Report By
 JF0001  HISTORY     - UNK      MONUMENTED       CGS
 JF0001  HISTORY     - 1934     GOOD             NGS
 JF0001  HISTORY     - 1970     MARK NOT FOUND   USGS
 JF0001
 JF0001                          STATION DESCRIPTION
 JF0001
 JF0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0001'3.6 MI NW FROM HALIFAX.
 JF0001'ALONG A.T. AND S.F. R.R., 0.2 MILE W OF MP 29. MARK IS 5 YDS.
 JF0001'S. OF CENTERLINE OF TRACK AND 5 YDS. E. OF CENTERLINE OF FARM
 JF0001'CROSSING.
 JF0001
 JF0001                          STATION RECOVERY (1970)
 JF0001
 JF0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JF0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1206 ***********************************************************************
 JE1206  DESIGNATION -  N 232
 JE1206  PID         -  JE1206
 JE1206  STATE/COUNTY-  KS/COFFEY
 JE1206  USGS QUAD   -  WAVERLY (1973)
 JE1206
 JE1206                         *CURRENT SURVEY CONTROL
 JE1206  ___________________________________________________________________
 JE1206* NAD 83(1986)-  38 26 02.     (N)    095 32 43.     (W)     SCALED    
 JE1206* NAVD 88     -       346.408  (meters)    1136.51   (feet)  ADJUSTED  
 JE1206  ___________________________________________________________________
 JE1206  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JE1206  DYNAMIC HT  -         346.158 (meters)    1135.69  (feet)  COMP
 JE1206  MODELED GRAV-     979,897.3   (mgal)                       NAVD 88
 JE1206
 JE1206  VERT ORDER  -  SECOND    CLASS 0
 JE1206
 JE1206.The horizontal coordinates were scaled from a topographic map and have
 JE1206.an estimated accuracy of +/- 6 seconds.
 JE1206
 JE1206.The orthometric height was determined by differential leveling
 JE1206.and adjusted by the National Geodetic Survey in June 1991..
 JE1206
 JE1206.The geoid height was determined by GEOID03.
 JE1206
 JE1206.The dynamic height is computed by dividing the NAVD 88
 JE1206.geopotential number by the normal gravity value computed on the
 JE1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1206.degrees latitude (g = 980.6199 gals.).
 JE1206
 JE1206.The modeled gravity was interpolated from observed gravity values.
 JE1206
 JE1206;                    North         East    Units  Estimated Accuracy
 JE1206;SPC KS S     -   600,230.      657,940.      MT  (+/- 180 meters Scaled)
 JE1206
 JE1206                          SUPERSEDED SURVEY CONTROL
 JE1206
 JE1206  NGVD 29 (??/??/92)  346.248  (m)         1135.98   (f) ADJ UNCH    2 0
 JE1206
 JE1206.Superseded values are not recommended for survey control.
 JE1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1206.See file dsdata.txt to determine how the superseded data were derived.
 JE1206
 JE1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC778570(NAD 83)
 JE1206_MARKER: DB = BENCH MARK DISK
 JE1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1206_STAMPING: N 232 1934
 JE1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1206+STABILITY: SURFACE MOTION
 JE1206
 JE1206  HISTORY     - Date     Condition        Report By
 JE1206  HISTORY     - 1934     MONUMENTED       CGS
 JE1206  HISTORY     - 1951     GOOD             NGS
 JE1206  HISTORY     - 1971     GOOD             NGS
 JE1206
 JE1206                          STATION DESCRIPTION
 JE1206
 JE1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1206'1.5 MI NW FROM AGRICOLA.
 JE1206'ABOUT 0.7 MILE SOUTHWEST ALONG U.S. HIGHWAY 50 S AND 1.5 MILES
 JE1206'NORTH ALONG GRAVEL ROAD, AT CROSSROADS, ABOUT 54 FEET WEST
 JE1206'OF THE CENTER OF THE OLD MISSOURI PACIFIC RAILROAD TRACKS
 JE1206'(ABANDONED), 50 FEET SOUTH OF THE CENTER OF ROAD, 25 FEET EAST
 JE1206'OF THE CENTER OF GRAVEL ROAD AND 12 FEET SOUTH OF FENCE
 JE1206'CORNER IN FENCE-LINE.  THE DISK IS SET IN THE TOP OF CONCRETE
 JE1206'POST, PROJECTING 1 INCH.  NOTE-- MARK IS 0.7 MI SW ALONG U.S.
 JE1206'HWY 50, THEN 1.5 MI N ALONG A GRAVELED ROAD TO A T-INTERSECTION
 JE1206'AND THE MARK.  IT IS 21.5 FT S OF A CORNER FENCE POST AND 1 FOOT
 JE1206'E OF A METAL WITNESS POST.
 JE1206
 JE1206                          STATION RECOVERY (1971)
 JE1206
 JE1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JE1206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0641 ***********************************************************************
 HF0641  DESIGNATION -  N 237
 HF0641  PID         -  HF0641
 HF0641  STATE/COUNTY-  KS/SUMNER
 HF0641  USGS QUAD   -  ZYBA (1955)
 HF0641
 HF0641                         *CURRENT SURVEY CONTROL
 HF0641  ___________________________________________________________________
 HF0641* NAD 83(1986)-  37 24 19.     (N)    097 23 27.     (W)     SCALED    
 HF0641* NAVD 88     -       391.598  (meters)    1284.77   (feet)  ADJUSTED  
 HF0641  ___________________________________________________________________
 HF0641  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 HF0641  DYNAMIC HT  -         391.285 (meters)    1283.74  (feet)  COMP
 HF0641  MODELED GRAV-     979,818.5   (mgal)                       NAVD 88
 HF0641
 HF0641  VERT ORDER  -  SECOND    CLASS 0
 HF0641
 HF0641.The horizontal coordinates were scaled from a topographic map and have
 HF0641.an estimated accuracy of +/- 6 seconds.
 HF0641
 HF0641.The orthometric height was determined by differential leveling
 HF0641.and adjusted by the National Geodetic Survey in June 1991..
 HF0641
 HF0641.The geoid height was determined by GEOID03.
 HF0641
 HF0641.The dynamic height is computed by dividing the NAVD 88
 HF0641.geopotential number by the normal gravity value computed on the
 HF0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0641.degrees latitude (g = 980.6199 gals.).
 HF0641
 HF0641.The modeled gravity was interpolated from observed gravity values.
 HF0641
 HF0641;                    North         East    Units  Estimated Accuracy
 HF0641;SPC KS S     -   482,560.      498,200.      MT  (+/- 180 meters Scaled)
 HF0641
 HF0641                          SUPERSEDED SURVEY CONTROL
 HF0641
 HF0641  NGVD 29 (??/??/92)  391.473  (m)         1284.36   (f) ADJ UNCH    2 0
 HF0641
 HF0641.Superseded values are not recommended for survey control.
 HF0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0641.See file dsdata.txt to determine how the superseded data were derived.
 HF0641
 HF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG424410(NAD 83)
 HF0641_MARKER: DB = BENCH MARK DISK
 HF0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0641_STAMPING: N 237 1934
 HF0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0641+STABILITY: SURFACE MOTION
 HF0641
 HF0641  HISTORY     - Date     Condition        Report By
 HF0641  HISTORY     - 1934     MONUMENTED       CGS
 HF0641
 HF0641                          STATION DESCRIPTION
 HF0641
 HF0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0641'2 MI N FROM RIVERDALE.
 HF0641'2 MILES NORTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY
 HF0641'FROM RIVERDALE, SUMNER COUNTY, 25 FEET SOUTH OF POLE 264+04,
 HF0641'2-1/2 RAILS SOUTH OF THE CENTER OF A ROAD CROSSING, 43 FEET WEST
 HF0641'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT EAST OF THE RIGHT-OF-WAY
 HF0641'FENCE.  A STANDARD DISK, STAMPED N 237 1934 AND SET IN THE TOP
 HF0641'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0727 ***********************************************************************
 HF0727  DESIGNATION -  N 238
 HF0727  PID         -  HF0727
 HF0727  STATE/COUNTY-  KS/HARPER
 HF0727  USGS QUAD   -  DANVILLE (1971)
 HF0727
 HF0727                         *CURRENT SURVEY CONTROL
 HF0727  ___________________________________________________________________
 HF0727* NAD 83(1986)-  37 17 28.     (N)    097 58 14.     (W)     SCALED    
 HF0727* NAVD 88     -       423.120  (meters)    1388.19   (feet)  ADJUSTED  
 HF0727  ___________________________________________________________________
 HF0727  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HF0727  DYNAMIC HT  -         422.765 (meters)    1387.02  (feet)  COMP
 HF0727  MODELED GRAV-     979,779.6   (mgal)                       NAVD 88
 HF0727
 HF0727  VERT ORDER  -  SECOND    CLASS 0
 HF0727
 HF0727.The horizontal coordinates were scaled from a topographic map and have
 HF0727.an estimated accuracy of +/- 6 seconds.
 HF0727
 HF0727.The orthometric height was determined by differential leveling
 HF0727.and adjusted by the National Geodetic Survey in June 1991..
 HF0727
 HF0727.The geoid height was determined by GEOID03.
 HF0727
 HF0727.The dynamic height is computed by dividing the NAVD 88
 HF0727.geopotential number by the normal gravity value computed on the
 HF0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0727.degrees latitude (g = 980.6199 gals.).
 HF0727
 HF0727.The modeled gravity was interpolated from observed gravity values.
 HF0727
 HF0727;                    North         East    Units  Estimated Accuracy
 HF0727;SPC KS S     -   469,440.      446,950.      MT  (+/- 180 meters Scaled)
 HF0727
 HF0727                          SUPERSEDED SURVEY CONTROL
 HF0727
 HF0727  NGVD 29 (??/??/92)  422.993  (m)         1387.77   (f) ADJ UNCH    2 0
 HF0727
 HF0727.Superseded values are not recommended for survey control.
 HF0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0727.See file dsdata.txt to determine how the superseded data were derived.
 HF0727
 HF0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG912276(NAD 83)
 HF0727_MARKER: DB = BENCH MARK DISK
 HF0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0727_STAMPING: N 238 1934
 HF0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0727+STABILITY: SURFACE MOTION
 HF0727
 HF0727  HISTORY     - Date     Condition        Report By
 HF0727  HISTORY     - 1934     MONUMENTED       CGS
 HF0727  HISTORY     - 1943     GOOD             NGS
 HF0727
 HF0727                          STATION DESCRIPTION
 HF0727
 HF0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HF0727'2.7 MI E FROM HARPER.
 HF0727'2.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0727'FROM HARPER, HARPER COUNTY, 4 POLES AND 1/2 RAIL EAST OF MILEPOST
 HF0727'271, 7 POLES WEST OF A GRADE CROSSING, 44 FEET NORTH OF THE
 HF0727'CENTERLINE OF THE TRACK, AND 1-1/2 FEET SOUTH OF THE RIGHT-OF-WAY
 HF0727'FENCE.  A STANDARD DISK, STAMPED N 238 1934 AND SET IN THE TOP
 HF0727'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0817 ***********************************************************************
 HF0817  DESIGNATION -  N 239
 HF0817  PID         -  HF0817
 HF0817  STATE/COUNTY-  KS/SUMNER
 HF0817  USGS QUAD   -  DOSTER (1971)
 HF0817
 HF0817                         *CURRENT SURVEY CONTROL
 HF0817  ___________________________________________________________________
 HF0817* NAD 83(1986)-  37 03 56.     (N)    097 44 53.     (W)     SCALED    
 HF0817* NAVD 88     -       375.801  (meters)    1232.94   (feet)  ADJUSTED  
 HF0817  ___________________________________________________________________
 HF0817  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 HF0817  DYNAMIC HT  -         375.487 (meters)    1231.91  (feet)  COMP
 HF0817  MODELED GRAV-     979,783.7   (mgal)                       NAVD 88
 HF0817
 HF0817  VERT ORDER  -  SECOND    CLASS 0
 HF0817
 HF0817.The horizontal coordinates were scaled from a topographic map and have
 HF0817.an estimated accuracy of +/- 6 seconds.
 HF0817
 HF0817.The orthometric height was determined by differential leveling
 HF0817.and adjusted by the National Geodetic Survey in June 1991..
 HF0817
 HF0817.The geoid height was determined by GEOID03.
 HF0817
 HF0817.The dynamic height is computed by dividing the NAVD 88
 HF0817.geopotential number by the normal gravity value computed on the
 HF0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0817.degrees latitude (g = 980.6199 gals.).
 HF0817
 HF0817.The modeled gravity was interpolated from observed gravity values.
 HF0817
 HF0817;                    North         East    Units  Estimated Accuracy
 HF0817;SPC KS S     -   444,540.      466,880.      MT  (+/- 180 meters Scaled)
 HF0817
 HF0817                          SUPERSEDED SURVEY CONTROL
 HF0817
 HF0817  NGVD 29 (??/??/92)  375.688  (m)         1232.57   (f) ADJ UNCH    2 0
 HF0817
 HF0817.Superseded values are not recommended for survey control.
 HF0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0817.See file dsdata.txt to determine how the superseded data were derived.
 HF0817
 HF0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG113028(NAD 83)
 HF0817_MARKER: DB = BENCH MARK DISK
 HF0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0817_STAMPING: N 239 1934
 HF0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0817+STABILITY: SURFACE MOTION
 HF0817
 HF0817  HISTORY     - Date     Condition        Report By
 HF0817  HISTORY     - 1934     MONUMENTED       CGS
 HF0817
 HF0817                          STATION DESCRIPTION
 HF0817
 HF0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0817'2 MI W FROM DOSTER.
 HF0817'ABOUT 2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0817'RAILWAY FROM DOSTER, SUMNER COUNTY, 8-3/4 RAILS EAST OF MILEPOST
 HF0817'41, 1-1/3 RAILS WEST OF A ROAD CROSSING, 44 FEET NORTH OF THE
 HF0817'CENTER LINE OF THE TRACK, AND 13 FEET WEST AND 1 FOOT SOUTH OF
 HF0817'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 239 1934 AND
 HF0817'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0499 ***********************************************************************
 HF0499  DESIGNATION -  N 241
 HF0499  PID         -  HF0499
 HF0499  STATE/COUNTY-  KS/BUTLER
 HF0499  USGS QUAD   -  DOUGLASS (1983)
 HF0499
 HF0499                         *CURRENT SURVEY CONTROL
 HF0499  ___________________________________________________________________
 HF0499* NAD 83(1986)-  37 32 02.     (N)    097 00 21.     (W)     SCALED    
 HF0499* NAVD 88     -       365.095  (meters)    1197.82   (feet)  ADJUSTED  
 HF0499  ___________________________________________________________________
 HF0499  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 HF0499  DYNAMIC HT  -         364.805 (meters)    1196.86  (feet)  COMP
 HF0499  MODELED GRAV-     979,824.6   (mgal)                       NAVD 88
 HF0499
 HF0499  VERT ORDER  -  SECOND    CLASS 0
 HF0499
 HF0499.The horizontal coordinates were scaled from a topographic map and have
 HF0499.an estimated accuracy of +/- 6 seconds.
 HF0499
 HF0499.The orthometric height was determined by differential leveling
 HF0499.and adjusted by the National Geodetic Survey in June 1991..
 HF0499
 HF0499.The geoid height was determined by GEOID03.
 HF0499
 HF0499.The dynamic height is computed by dividing the NAVD 88
 HF0499.geopotential number by the normal gravity value computed on the
 HF0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0499.degrees latitude (g = 980.6199 gals.).
 HF0499
 HF0499.The modeled gravity was interpolated from observed gravity values.
 HF0499
 HF0499;                    North         East    Units  Estimated Accuracy
 HF0499;SPC KS S     -   497,310.      532,050.      MT  (+/- 180 meters Scaled)
 HF0499
 HF0499                          SUPERSEDED SURVEY CONTROL
 HF0499
 HF0499  NGVD 29 (??/??/92)  364.972  (m)         1197.41   (f) ADJ UNCH    2 0
 HF0499
 HF0499.Superseded values are not recommended for survey control.
 HF0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0499.See file dsdata.txt to determine how the superseded data were derived.
 HF0499
 HF0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG761559(NAD 83)
 HF0499_MARKER: DB = BENCH MARK DISK
 HF0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0499_STAMPING: N 241 1934
 HF0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0499+STABILITY: SURFACE MOTION
 HF0499
 HF0499  HISTORY     - Date     Condition        Report By
 HF0499  HISTORY     - 1934     MONUMENTED       CGS
 HF0499  HISTORY     - 1943     GOOD             NGS
 HF0499
 HF0499                          STATION DESCRIPTION
 HF0499
 HF0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HF0499'1.2 MI N FROM DOUGLASS.
 HF0499'1.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0499'FROM DOUGLASS, BUTLER COUNTY, NEAR MILEAGE 209.6, AT A ROAD
 HF0499'CROSSING 40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 38 FEET
 HF0499'WEST OF THE CENTERLINE OF THE TRACK, AND 6 FEET EAST OF THE
 HF0499'RIGHT OF WAY FENCE.  A STANDARD DISK, STAMPED N 241 1934 AND
 HF0499'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0248 ***********************************************************************
 HF0248  DESIGNATION -  N 242 RESET
 HF0248  PID         -  HF0248
 HF0248  STATE/COUNTY-  KS/COWLEY
 HF0248  USGS QUAD   -  BURDEN (1979)
 HF0248
 HF0248                         *CURRENT SURVEY CONTROL
 HF0248  ___________________________________________________________________
 HF0248* NAD 83(1986)-  37 18 42.     (N)    096 46 13.     (W)     SCALED    
 HF0248* NAVD 88     -       413.92   (meters)    1358.0    (feet)  RESET     
 HF0248  ___________________________________________________________________
 HF0248  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 HF0248
 HF0248  VERT ORDER  -  THIRD
 HF0248
 HF0248.The horizontal coordinates were scaled from a topographic map and have
 HF0248.an estimated accuracy of +/- 6 seconds.
 HF0248
 HF0248.The orthometric height was computed from unverified reset data.
 HF0248.No vertical observational check was made to the station.
 HF0248
 HF0248.The geoid height was determined by GEOID03.
 HF0248
 HF0248;                    North         East    Units  Estimated Accuracy
 HF0248;SPC KS S     -   473,010.      553,330.      MT  (+/- 180 meters Scaled)
 HF0248
 HF0248                          SUPERSEDED SURVEY CONTROL
 HF0248
 HF0248  NGVD 29 (??/??/??)  413.79   (m)         1357.6    (f) RESET       3  
 HF0248
 HF0248.Superseded values are not recommended for survey control.
 HF0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0248.See file dsdata.txt to determine how the superseded data were derived.
 HF0248
 HF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG975317(NAD 83)
 HF0248_MARKER: DB = BENCH MARK DISK
 HF0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0248_STAMPING: N 242 RESET 1947
 HF0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0248+STABILITY: SURFACE MOTION
 HF0248
 HF0248  HISTORY     - Date     Condition        Report By
 HF0248  HISTORY     - 1947     MONUMENTED       KSHC
 HF0248
 HF0248                          STATION DESCRIPTION
 HF0248
 HF0248'DESCRIBED BY KS HIGHWAY COMM 1947
 HF0248'0.9 MI W FROM BURDEN.
 HF0248'0.9 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0248'FROM BURDEN, COWLEY COUNTY, NEAR MILEAGE 231.8, AT A SECTION-LINE
 HF0248'ROAD CROSSING, 0.3 MILE SOUTH OF THE NORTHEAST CORNER OF SECTION
 HF0248'33, T 31 S, R 6 E, 50 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 HF0248'49 FEET WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 HF0248'STAMPED N 242 RESET 1947 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0642 ***********************************************************************
 HE0642  DESIGNATION -  N 245
 HE0642  PID         -  HE0642
 HE0642  STATE/COUNTY-  KS/WILSON
 HE0642  USGS QUAD   -  BUFFALO (1959)
 HE0642
 HE0642                         *CURRENT SURVEY CONTROL
 HE0642  ___________________________________________________________________
 HE0642* NAD 83(1986)-  37 37 56.     (N)    095 44 29.     (W)     SCALED    
 HE0642* NAVD 88     -       266.770  (meters)     875.23   (feet)  ADJUSTED  
 HE0642  ___________________________________________________________________
 HE0642  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 HE0642  DYNAMIC HT  -         266.563 (meters)     874.55  (feet)  COMP
 HE0642  MODELED GRAV-     979,848.7   (mgal)                       NAVD 88
 HE0642
 HE0642  VERT ORDER  -  SECOND    CLASS 0
 HE0642
 HE0642.The horizontal coordinates were scaled from a topographic map and have
 HE0642.an estimated accuracy of +/- 6 seconds.
 HE0642
 HE0642.The orthometric height was determined by differential leveling
 HE0642.and adjusted by the National Geodetic Survey in June 1991..
 HE0642
 HE0642.The geoid height was determined by GEOID03.
 HE0642
 HE0642.The dynamic height is computed by dividing the NAVD 88
 HE0642.geopotential number by the normal gravity value computed on the
 HE0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0642.degrees latitude (g = 980.6199 gals.).
 HE0642
 HE0642.The modeled gravity was interpolated from observed gravity values.
 HE0642
 HE0642;                    North         East    Units  Estimated Accuracy
 HE0642;SPC KS S     -   510,760.      643,450.      MT  (+/- 180 meters Scaled)
 HE0642
 HE0642                          SUPERSEDED SURVEY CONTROL
 HE0642
 HE0642  NGVD 29 (??/??/92)  266.631  (m)          874.77   (f) ADJ UNCH    2 0
 HE0642
 HE0642.Superseded values are not recommended for survey control.
 HE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0642.See file dsdata.txt to determine how the superseded data were derived.
 HE0642
 HE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB580685(NAD 83)
 HE0642_MARKER: DB = BENCH MARK DISK
 HE0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0642+STABILITY: SURFACE MOTION
 HE0642
 HE0642  HISTORY     - Date     Condition        Report By
 HE0642  HISTORY     - UNK      MONUMENTED       CGS
 HE0642  HISTORY     - 1934     GOOD             NGS
 HE0642  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0642
 HE0642                          STATION DESCRIPTION
 HE0642
 HE0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0642'0.2 MI N FROM BENEDICT.
 HE0642'0.2 MILE N. OF BENEDICT DEPOT.  MARK IS LOCATED ALONG THE
 HE0642'A.T. AND S.F. RAILROAD.  19 YDS. N. OF CENTER OF COUNTY ROAD
 HE0642'CROSSING, 15 YDS. E. OF CENTER OF TRACK, AND 1 FT. W. OF FENCE
 HE0642'LINE.
 HE0642
 HE0642                          STATION RECOVERY (1964)
 HE0642
 HE0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1169 ***********************************************************************
 JE1169  DESIGNATION -  N 246
 JE1169  PID         -  JE1169
 JE1169  STATE/COUNTY-  KS/WOODSON
 JE1169  USGS QUAD   -  LE ROY (1971)
 JE1169
 JE1169                         *CURRENT SURVEY CONTROL
 JE1169  ___________________________________________________________________
 JE1169* NAD 83(1986)-  38 00 30.     (N)    095 38 48.     (W)     SCALED    
 JE1169* NAVD 88     -       327.606  (meters)    1074.82   (feet)  ADJUSTED  
 JE1169  ___________________________________________________________________
 JE1169  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JE1169  DYNAMIC HT  -         327.360 (meters)    1074.01  (feet)  COMP
 JE1169  MODELED GRAV-     979,870.9   (mgal)                       NAVD 88
 JE1169
 JE1169  VERT ORDER  -  SECOND    CLASS 0
 JE1169
 JE1169.The horizontal coordinates were scaled from a topographic map and have
 JE1169.an estimated accuracy of +/- 6 seconds.
 JE1169
 JE1169.The orthometric height was determined by differential leveling
 JE1169.and adjusted by the National Geodetic Survey in June 1991..
 JE1169
 JE1169.The geoid height was determined by GEOID03.
 JE1169
 JE1169.The dynamic height is computed by dividing the NAVD 88
 JE1169.geopotential number by the normal gravity value computed on the
 JE1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1169.degrees latitude (g = 980.6199 gals.).
 JE1169
 JE1169.The modeled gravity was interpolated from observed gravity values.
 JE1169
 JE1169;                    North         East    Units  Estimated Accuracy
 JE1169;SPC KS S     -   552,740.      650,530.      MT  (+/- 180 meters Scaled)
 JE1169
 JE1169                          SUPERSEDED SURVEY CONTROL
 JE1169
 JE1169  NGVD 29 (??/??/92)  327.447  (m)         1074.30   (f) ADJ UNCH    2 0
 JE1169
 JE1169.Superseded values are not recommended for survey control.
 JE1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1169.See file dsdata.txt to determine how the superseded data were derived.
 JE1169
 JE1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC676100(NAD 83)
 JE1169_MARKER: DB = BENCH MARK DISK
 JE1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1169+STABILITY: SURFACE MOTION
 JE1169
 JE1169  HISTORY     - Date     Condition        Report By
 JE1169  HISTORY     - UNK      MONUMENTED       CGS
 JE1169  HISTORY     - 1935     GOOD             NGS
 JE1169
 JE1169                          STATION DESCRIPTION
 JE1169
 JE1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1169'2.2 MI N FROM VERNON.
 JE1169'2.2 MILES N. OF VERNON, KAN.  ALONG THE MO. P. R.R. AT MILE POLE
 JE1169'389-22, MARK IS 11 YDS S. OF CENTER OF ROAD CROSSING, AND 13
 JE1169'YDS. E. OF CENTER OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0590 ***********************************************************************
 HE0590  DESIGNATION -  N 25
 HE0590  PID         -  HE0590
 HE0590  STATE/COUNTY-  KS/WILSON
 HE0590  USGS QUAD   -  MIDDLETOWN (1975)
 HE0590
 HE0590                         *CURRENT SURVEY CONTROL
 HE0590  ___________________________________________________________________
 HE0590* NAD 83(1986)-  37 38 48.     (N)    095 49 53.     (W)     SCALED    
 HE0590* NAVD 88     -       261.387  (meters)     857.57   (feet)  ADJUSTED  
 HE0590  ___________________________________________________________________
 HE0590  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HE0590  DYNAMIC HT  -         261.184 (meters)     856.90  (feet)  COMP
 HE0590  MODELED GRAV-     979,846.5   (mgal)                       NAVD 88
 HE0590
 HE0590  VERT ORDER  -  FIRST     CLASS II
 HE0590
 HE0590.The horizontal coordinates were scaled from a topographic map and have
 HE0590.an estimated accuracy of +/- 6 seconds.
 HE0590
 HE0590.The orthometric height was determined by differential leveling
 HE0590.and adjusted by the National Geodetic Survey in June 1991..
 HE0590
 HE0590.The geoid height was determined by GEOID03.
 HE0590
 HE0590.The dynamic height is computed by dividing the NAVD 88
 HE0590.geopotential number by the normal gravity value computed on the
 HE0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0590.degrees latitude (g = 980.6199 gals.).
 HE0590
 HE0590.The modeled gravity was interpolated from observed gravity values.
 HE0590
 HE0590;                    North         East    Units  Estimated Accuracy
 HE0590;SPC KS S     -   512,140.      635,470.      MT  (+/- 180 meters Scaled)
 HE0590
 HE0590                          SUPERSEDED SURVEY CONTROL
 HE0590
 HE0590  NGVD 29 (??/??/92)  261.248  (m)          857.11   (f) ADJ UNCH    1 2
 HE0590
 HE0590.Superseded values are not recommended for survey control.
 HE0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0590.See file dsdata.txt to determine how the superseded data were derived.
 HE0590
 HE0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB501703(NAD 83)
 HE0590_MARKER: DB = BENCH MARK DISK
 HE0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0590_STAMPING: N 25 1933
 HE0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0590+STABILITY: SURFACE MOTION
 HE0590
 HE0590  HISTORY     - Date     Condition        Report By
 HE0590  HISTORY     - 1933     MONUMENTED       CGS
 HE0590  HISTORY     - 1975     GOOD             USGS
 HE0590  HISTORY     - 1975     GOOD             USGS
 HE0590
 HE0590                          STATION DESCRIPTION
 HE0590
 HE0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0590'AT FARMDALE.
 HE0590'AT FARMDALE, WILSON COUNTY, ON THE ABANDONED ATCHISON, TOPEKA
 HE0590'AND SANTA FE RAILWAY, 180 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 HE0590'OF THE STATION, AT THE CROSSING OF AN EAST-AND-WEST ROAD, 45
 HE0590'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 43.8 FEET NORTH
 HE0590'OF THE OLD ROADBED.  A STANDARD DISK, STAMPED N 25 1933 AND
 HE0590'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HE0590'GROUND.
 HE0590
 HE0590                          STATION RECOVERY (1975)
 HE0590
 HE0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0590'AT FARMDALE, WILSON CO., T 27 AND 28 S., R 14 E., NEAR COR SECS 1, 2,
 HE0590'35 AND 36, 45 FT S AND 341 FT E OF CENTERLINE X RDS., 3 FT S OF A E-W
 HE0590'FE., 43.8 FT N OF OLD RR GRADE. A STANDARD DISK STAMPED, N 25 1933
 HE0590'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HE0590'GROUND.
 HE0590
 HE0590                          STATION RECOVERY (1975)
 HE0590
 HE0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0590'AT FARMDALE, WILSON CO., T 27 AND 28 S., R 14 E., NEAR COR SECS 1, 2,
 HE0590'35 AND 36, 45 FT S AND 341 FT E OF CENTERLINE X RDS., 3 FT S OF A E-W
 HE0590'FE., 43.8 FT N OF OLD RR GRADE. A STANDARD DISK STAMPED, N 25 1933
 HE0590'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HE0590'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0737 ***********************************************************************
 JE0737  DESIGNATION -  N 251
 JE0737  PID         -  JE0737
 JE0737  STATE/COUNTY-  KS/LINN
 JE0737  USGS QUAD   -  PRESCOTT (1978)
 JE0737
 JE0737                         *CURRENT SURVEY CONTROL
 JE0737  ___________________________________________________________________
 JE0737* NAD 83(1986)-  38 07 27.     (N)    094 41 10.     (W)     SCALED    
 JE0737* NAVD 88     -       266.309  (meters)     873.72   (feet)  ADJUSTED  
 JE0737  ___________________________________________________________________
 JE0737  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JE0737  DYNAMIC HT  -         266.113 (meters)     873.07  (feet)  COMP
 JE0737  MODELED GRAV-     979,887.9   (mgal)                       NAVD 88
 JE0737
 JE0737  VERT ORDER  -  SECOND    CLASS 0
 JE0737
 JE0737.The horizontal coordinates were scaled from a topographic map and have
 JE0737.an estimated accuracy of +/- 6 seconds.
 JE0737
 JE0737.The orthometric height was determined by differential leveling
 JE0737.and adjusted by the National Geodetic Survey in June 1991..
 JE0737
 JE0737.The geoid height was determined by GEOID03.
 JE0737
 JE0737.The dynamic height is computed by dividing the NAVD 88
 JE0737.geopotential number by the normal gravity value computed on the
 JE0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0737.degrees latitude (g = 980.6199 gals.).
 JE0737
 JE0737.The modeled gravity was interpolated from observed gravity values.
 JE0737
 JE0737;                    North         East    Units  Estimated Accuracy
 JE0737;SPC KS S     -   568,600.      734,310.      MT  (+/- 180 meters Scaled)
 JE0737
 JE0737                          SUPERSEDED SURVEY CONTROL
 JE0737
 JE0737  NGVD 29 (??/??/92)  266.180  (m)          873.29   (f) ADJ UNCH    2 0
 JE0737
 JE0737.Superseded values are not recommended for survey control.
 JE0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0737.See file dsdata.txt to determine how the superseded data were derived.
 JE0737
 JE0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC522209(NAD 83)
 JE0737_MARKER: DB = BENCH MARK DISK
 JE0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0737_STAMPING: N 251 1934
 JE0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0737+STABILITY: SURFACE MOTION
 JE0737
 JE0737  HISTORY     - Date     Condition        Report By
 JE0737  HISTORY     - 1934     MONUMENTED       CGS
 JE0737
 JE0737                          STATION DESCRIPTION
 JE0737
 JE0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE0737'4.1 MI N FROM PRESCOTT.
 JE0737'4.1 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JE0737'PRESCOTT, LINN COUNTY, 9 FEET SOUTHEAST OF THE TWENTY-NINTH
 JE0737'POLE SOUTH OF MILEPOST 77, 42 FEET SOUTH OF THE CENTERLINE OF
 JE0737'A ROAD AND 40 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.
 JE0737'A STANDARD DISK, STAMPED N 251 1934 AND SET IN THE TOP OF A
 JE0737'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0299 ***********************************************************************
 HE0299  DESIGNATION -  N 252
 HE0299  PID         -  HE0299
 HE0299  STATE/COUNTY-  KS/BOURBON
 HE0299  USGS QUAD   -  CATO (1978)
 HE0299
 HE0299                         *CURRENT SURVEY CONTROL
 HE0299  ___________________________________________________________________
 HE0299* NAD 83(1986)-  37 44 27.     (N)    094 44 24.     (W)     SCALED    
 HE0299* NAVD 88     -       289.098  (meters)     948.48   (feet)  ADJUSTED  
 HE0299  ___________________________________________________________________
 HE0299  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 HE0299  DYNAMIC HT  -         288.877 (meters)     947.76  (feet)  COMP
 HE0299  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 HE0299
 HE0299  VERT ORDER  -  SECOND    CLASS 0
 HE0299
 HE0299.The horizontal coordinates were scaled from a topographic map and have
 HE0299.an estimated accuracy of +/- 6 seconds.
 HE0299
 HE0299.The orthometric height was determined by differential leveling
 HE0299.and adjusted by the National Geodetic Survey in June 1991..
 HE0299
 HE0299.The geoid height was determined by GEOID03.
 HE0299
 HE0299.The dynamic height is computed by dividing the NAVD 88
 HE0299.geopotential number by the normal gravity value computed on the
 HE0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0299.degrees latitude (g = 980.6199 gals.).
 HE0299
 HE0299.The modeled gravity was interpolated from observed gravity values.
 HE0299
 HE0299;                    North         East    Units  Estimated Accuracy
 HE0299;SPC KS S     -   525,900.      731,300.      MT  (+/- 180 meters Scaled)
 HE0299
 HE0299                          SUPERSEDED SURVEY CONTROL
 HE0299
 HE0299  NGVD 29 (??/??/92)  288.981  (m)          948.10   (f) ADJ UNCH    2 0
 HE0299
 HE0299.Superseded values are not recommended for survey control.
 HE0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0299.See file dsdata.txt to determine how the superseded data were derived.
 HE0299
 HE0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB466784(NAD 83)
 HE0299_MARKER: DB = BENCH MARK DISK
 HE0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0299_STAMPING: N 252 1934
 HE0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0299+STABILITY: SURFACE MOTION
 HE0299
 HE0299  HISTORY     - Date     Condition        Report By
 HE0299  HISTORY     - 1934     MONUMENTED       CGS
 HE0299
 HE0299                          STATION DESCRIPTION
 HE0299
 HE0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0299'8.1 MI S FROM FORT SCOTT.
 HE0299'8.1 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0299'FORT SCOTT, BOURBON COUNTY, 25 POLES SOUTH OF MILEPOST 106,
 HE0299'54 FEET NORTH OF THE CENTERLINE OF A ROAD, 36 FEET EAST OF
 HE0299'THE CENTERLINE OF THE MAIN TRACK, AND 5 FEET SOUTHWEST OF A
 HE0299'POLE.  A STANDARD DISK, STAMPED N 252 1934 AND SET IN THE TOP
 HE0299'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0230 ***********************************************************************
 HE0230  DESIGNATION -  N 253
 HE0230  PID         -  HE0230
 HE0230  STATE/COUNTY-  KS/CHEROKEE
 HE0230  USGS QUAD   -  CHEROKEE (1964)
 HE0230
 HE0230                         *CURRENT SURVEY CONTROL
 HE0230  ___________________________________________________________________
 HE0230* NAD 83(1986)-  37 18 38.     (N)    094 49 20.     (W)     SCALED    
 HE0230* NAVD 88     -       286.921  (meters)     941.34   (feet)  ADJUSTED  
 HE0230  ___________________________________________________________________
 HE0230  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HE0230  DYNAMIC HT  -         286.693 (meters)     940.59  (feet)  COMP
 HE0230  MODELED GRAV-     979,827.3   (mgal)                       NAVD 88
 HE0230
 HE0230  VERT ORDER  -  SECOND    CLASS 0
 HE0230
 HE0230.The horizontal coordinates were scaled from a topographic map and have
 HE0230.an estimated accuracy of +/- 6 seconds.
 HE0230
 HE0230.The orthometric height was determined by differential leveling
 HE0230.and adjusted by the National Geodetic Survey in June 1991..
 HE0230
 HE0230.The geoid height was determined by GEOID03.
 HE0230
 HE0230.The dynamic height is computed by dividing the NAVD 88
 HE0230.geopotential number by the normal gravity value computed on the
 HE0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0230.degrees latitude (g = 980.6199 gals.).
 HE0230
 HE0230.The modeled gravity was interpolated from observed gravity values.
 HE0230
 HE0230;                    North         East    Units  Estimated Accuracy
 HE0230;SPC KS S     -   477,890.      725,940.      MT  (+/- 180 meters Scaled)
 HE0230
 HE0230                          SUPERSEDED SURVEY CONTROL
 HE0230
 HE0230  NGVD 29 (??/??/92)  286.808  (m)          940.97   (f) ADJ UNCH    2 0
 HE0230
 HE0230.Superseded values are not recommended for survey control.
 HE0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0230.See file dsdata.txt to determine how the superseded data were derived.
 HE0230
 HE0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB385308(NAD 83)
 HE0230_MARKER: DB = BENCH MARK DISK
 HE0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0230_STAMPING: N 253 1934
 HE0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0230+STABILITY: SURFACE MOTION
 HE0230
 HE0230  HISTORY     - Date     Condition        Report By
 HE0230  HISTORY     - 1934     MONUMENTED       CGS
 HE0230  HISTORY     - 1935     GOOD             NGS
 HE0230
 HE0230                          STATION DESCRIPTION
 HE0230
 HE0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0230'2.2 MI N FROM SCAMMON.
 HE0230'2.2 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0230'THE STATION AT SCAMMON, CHEROKEE COUNTY, 12 POLES SOUTH OF
 HE0230'MILEPOST 138, 25 FEET NORTH OF THE CENTERLINE OF A ROAD, 39
 HE0230'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 5 FEET NORTHEAST
 HE0230'OF A POLE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0169 ***********************************************************************
 JF0169  DESIGNATION -  N 256
 JF0169  PID         -  JF0169
 JF0169  STATE/COUNTY-  KS/GREENWOOD
 JF0169  USGS QUAD   -  LAMONT (1967)
 JF0169
 JF0169                         *CURRENT SURVEY CONTROL
 JF0169  ___________________________________________________________________
 JF0169* NAD 83(1986)-  38 07 29.     (N)    096 04 18.     (W)     SCALED    
 JF0169* NAVD 88     -       322.910  (meters)    1059.41   (feet)  ADJUSTED  
 JF0169  ___________________________________________________________________
 JF0169  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 JF0169  DYNAMIC HT  -         322.671 (meters)    1058.63  (feet)  COMP
 JF0169  MODELED GRAV-     979,880.1   (mgal)                       NAVD 88
 JF0169
 JF0169  VERT ORDER  -  SECOND    CLASS 0
 JF0169
 JF0169.The horizontal coordinates were scaled from a topographic map and have
 JF0169.an estimated accuracy of +/- 6 seconds.
 JF0169
 JF0169.The orthometric height was determined by differential leveling
 JF0169.and adjusted by the National Geodetic Survey in June 1991..
 JF0169
 JF0169.The geoid height was determined by GEOID03.
 JF0169
 JF0169.The dynamic height is computed by dividing the NAVD 88
 JF0169.geopotential number by the normal gravity value computed on the
 JF0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0169.degrees latitude (g = 980.6199 gals.).
 JF0169
 JF0169.The modeled gravity was interpolated from observed gravity values.
 JF0169
 JF0169;                    North         East    Units  Estimated Accuracy
 JF0169;SPC KS S     -   564,600.      612,890.      MT  (+/- 180 meters Scaled)
 JF0169
 JF0169                          SUPERSEDED SURVEY CONTROL
 JF0169
 JF0169  NGVD 29 (??/??/92)  322.760  (m)         1058.92   (f) ADJ UNCH    2 0
 JF0169
 JF0169.Superseded values are not recommended for survey control.
 JF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0169.See file dsdata.txt to determine how the superseded data were derived.
 JF0169
 JF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH566237(NAD 83)
 JF0169_MARKER: DB = BENCH MARK DISK
 JF0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0169_SP_SET: BRIDGE BANNISTER
 JF0169_STAMPING: N 256 1938
 JF0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0169
 JF0169  HISTORY     - Date     Condition        Report By
 JF0169  HISTORY     - 1938     MONUMENTED       CGS
 JF0169  HISTORY     - 1951     GOOD             NGS
 JF0169
 JF0169                          STATION DESCRIPTION
 JF0169
 JF0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JF0169'3.1 MI W FROM LAMONT.
 JF0169'ALONG THE MISSOURI PACIFIC RAILROAD (ABANDONED), 150 YARDS
 JF0169'NORTH OF THE CENTER OF ROADBED, ON A COUNTY ROAD LEADING FROM
 JF0169'MADISON TO LAMONT, AT A 50-FOOT BRIDGE, 1 1/2 FEET WEST
 JF0169'OF THE EAST END, IN TOP OF THE BASE OF THE SOUTH BANNISTER,
 JF0169'12 FEET SOUTH OF THE CENTER OF ROAD AND ABOUT 1 FOOT HIGHER THAN
 JF0169'THE ROAD.  A STANDARD DISK SET IN A DRILLHOLE.  TO REACH THE
 JF0169'STATION FROM THE LAMONT SCHOOL, GO WEST FOR 3.1 MILES TO THE
 JF0169'BRIDGE AND THE STATION.  THIS BRIDGE IS 4.1 MILES EAST FROM
 JF0169'THE MADISON HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0295 ***********************************************************************
 KE0295  DESIGNATION -  N 257
 KE0295  PID         -  KE0295
 KE0295  STATE/COUNTY-  KS/JOHNSON
 KE0295  USGS QUAD   -  EDWARDSVILLE (1991)
 KE0295
 KE0295                         *CURRENT SURVEY CONTROL
 KE0295  ___________________________________________________________________
 KE0295* NAD 83(1986)-  39 00 52.     (N)    094 49 16.     (W)     SCALED    
 KE0295* NAVD 88     -       240.359  (meters)     788.58   (feet)  ADJUSTED  
 KE0295  ___________________________________________________________________
 KE0295  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 KE0295  DYNAMIC HT  -         240.202 (meters)     788.06  (feet)  COMP
 KE0295  MODELED GRAV-     979,971.0   (mgal)                       NAVD 88
 KE0295
 KE0295  VERT ORDER  -  FIRST     CLASS II
 KE0295
 KE0295.The horizontal coordinates were scaled from a topographic map and have
 KE0295.an estimated accuracy of +/- 6 seconds.
 KE0295
 KE0295.The orthometric height was determined by differential leveling
 KE0295.and adjusted by the National Geodetic Survey in June 1991..
 KE0295
 KE0295.The geoid height was determined by GEOID03.
 KE0295
 KE0295.The dynamic height is computed by dividing the NAVD 88
 KE0295.geopotential number by the normal gravity value computed on the
 KE0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0295.degrees latitude (g = 980.6199 gals.).
 KE0295
 KE0295.The modeled gravity was interpolated from observed gravity values.
 KE0295
 KE0295;                    North         East    Units  Estimated Accuracy
 KE0295;SPC KS N     -    80,440.      675,250.      MT  (+/- 180 meters Scaled)
 KE0295
 KE0295                          SUPERSEDED SURVEY CONTROL
 KE0295
 KE0295  NGVD 29 (??/??/92)  240.259  (m)          788.25   (f) ADJ UNCH    1 2
 KE0295
 KE0295.Superseded values are not recommended for survey control.
 KE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0295.See file dsdata.txt to determine how the superseded data were derived.
 KE0295
 KE0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD423199(NAD 83)
 KE0295_MARKER: DB = BENCH MARK DISK
 KE0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0295_SP_SET: BRIDGE
 KE0295_STAMPING: N 257 1940
 KE0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0295
 KE0295  HISTORY     - Date     Condition        Report By
 KE0295  HISTORY     - 1940     MONUMENTED       CGS
 KE0295  HISTORY     - 1950     GOOD             NGS
 KE0295  HISTORY     - 19910219 GOOD             USPSQD
 KE0295
 KE0295                          STATION DESCRIPTION
 KE0295
 KE0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0295'2.2 MI S FROM HOLLIDAY.
 KE0295'2.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0295'FROM THE STATION AT HOLLIDAY, JOHNSON COUNTY, AT BRIDGE 15
 KE0295'C, AND IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT.  A
 KE0295'STANDARD DISK, STAMPED N 257 1940.
 KE0295
 KE0295                          STATION RECOVERY (1991)
 KE0295
 KE0295'RECOVERY NOTE BY US POWER SQUADRON 1991 (JS)
 KE0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2080 ***********************************************************************
 JE2080  DESIGNATION -  N 258 RESET
 JE2080  PID         -  JE2080
 JE2080  STATE/COUNTY-  KS/JOHNSON
 JE2080  USGS QUAD   -  OCHELTREE (1991)
 JE2080
 JE2080                         *CURRENT SURVEY CONTROL
 JE2080  ___________________________________________________________________
 JE2080* NAD 83(1986)-  38 51 17.     (N)    094 46 18.     (W)     SCALED    
 JE2080* NAVD 88     -       327.71   (meters)    1075.2    (feet)  RESET     
 JE2080  ___________________________________________________________________
 JE2080  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE2080
 JE2080  VERT ORDER  -  THIRD
 JE2080
 JE2080.The horizontal coordinates were scaled from a topographic map and have
 JE2080.an estimated accuracy of +/- 6 seconds.
 JE2080
 JE2080.The orthometric height was computed from unverified reset data.
 JE2080
 JE2080.The geoid height was determined by GEOID03.
 JE2080
 JE2080;                    North         East    Units  Estimated Accuracy
 JE2080;SPC KS N     -    62,870.      680,170.      MT  (+/- 180 meters Scaled)
 JE2080
 JE2080                          SUPERSEDED SURVEY CONTROL
 JE2080
 JE2080  NGVD 29 (03/09/04)  327.53   (m)         1074.6    (f) RESET       3  
 JE2080
 JE2080.Superseded values are not recommended for survey control.
 JE2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2080.See file dsdata.txt to determine how the superseded data were derived.
 JE2080
 JE2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD462021(NAD 83)
 JE2080_MARKER: DV = VERTICAL CONTROL DISK
 JE2080_SETTING: 0 = UNSPECIFIED SETTING
 JE2080_STAMPING: N 258 RESET 1981
 JE2080_MARK LOGO: NGS   
 JE2080_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE2080+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 JE2080
 JE2080  HISTORY     - Date     Condition        Report By
 JE2080  HISTORY     - 1981     MONUMENTED       NGS
 JE2080  HISTORY     - 20051119 GOOD             GEOCAC
 JE2080  HISTORY     - 20060412 GOOD             INDIV
 JE2080
 JE2080                          STATION DESCRIPTION
 JE2080
 JE2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JE2080'AT THE INTERSECTION OF BROUGHAM DRIVE AND 150TH TERRACE IN THE SOUTH
 JE2080'PART OF OLATHE, IN THE SOUTH END OF A MEDIAN IN THE NORTH HALF OF THE
 JE2080'INTERSECTION, 57.0 FEET (17.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 JE2080'A HOUSE AT 16000 150TH TERRACE, 37.0 FEET (11.3 M) NORTH OF THE
 JE2080'CENTERLINE OF 150TH TERRACE, 22.5 FEET (6.9 M) WEST OF THE EAST CURB
 JE2080'OF BROUGHAM DRIVE, 22.8 FEET (6.9 M) EAST OF THE WEST CURB OF
 JE2080'BROUGHAM DRIVE, 2.5 FEET (0.8 M) NORTH OF THE SOUTH CURB OF THE
 JE2080'MEDIAN. MARK IS AN ALUMINUM PIPE, FLUSH WITH THE GROUND.
 JE2080
 JE2080                          STATION RECOVERY (2005)
 JE2080
 JE2080'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE2080'RECOVERED IN GOOD CONDITION.
 JE2080
 JE2080                          STATION RECOVERY (2006)
 JE2080
 JE2080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE2080'SURVEY MARKER IS LOCATED AT THE SOUTH END OF THE MEDIAN IN S BROUGHAM
 JE2080'DRIVE AT THE NORTH SIDE OF THE INTERSECTION OF S BROUGHAM DR AND W
 JE2080'150TH TERRACE.
 JE2080' 
 JE2080'MARKER IS COVERED BY ABOUT AN INCH OF LANDSCAPE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0897 ***********************************************************************
 JE0897  DESIGNATION -  N 260
 JE0897  PID         -  JE0897
 JE0897  STATE/COUNTY-  KS/JOHNSON
 JE0897  USGS QUAD   -  DE SOTO (1991)
 JE0897
 JE0897                         *CURRENT SURVEY CONTROL
 JE0897  ___________________________________________________________________
 JE0897* NAD 83(1986)-  38 58 52.     (N)    094 56 24.     (W)     SCALED    
 JE0897* NAVD 88     -       238.929  (meters)     783.89   (feet)  ADJUSTED  
 JE0897  ___________________________________________________________________
 JE0897  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE0897  DYNAMIC HT  -         238.774 (meters)     783.38  (feet)  COMP
 JE0897  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 JE0897
 JE0897  VERT ORDER  -  SECOND    CLASS 0
 JE0897
 JE0897.The horizontal coordinates were scaled from a topographic map and have
 JE0897.an estimated accuracy of +/- 6 seconds.
 JE0897
 JE0897.The orthometric height was determined by differential leveling
 JE0897.and adjusted by the National Geodetic Survey in June 1991..
 JE0897
 JE0897.The geoid height was determined by GEOID03.
 JE0897
 JE0897.The dynamic height is computed by dividing the NAVD 88
 JE0897.geopotential number by the normal gravity value computed on the
 JE0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0897.degrees latitude (g = 980.6199 gals.).
 JE0897
 JE0897.The modeled gravity was interpolated from observed gravity values.
 JE0897
 JE0897;                    North         East    Units  Estimated Accuracy
 JE0897;SPC KS N     -    76,390.      665,090.      MT  (+/- 180 meters Scaled)
 JE0897
 JE0897                          SUPERSEDED SURVEY CONTROL
 JE0897
 JE0897  NGVD 29 (??/??/92)  238.834  (m)          783.57   (f) ADJ UNCH    2 0
 JE0897
 JE0897.Superseded values are not recommended for survey control.
 JE0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0897.See file dsdata.txt to determine how the superseded data were derived.
 JE0897
 JE0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD319164(NAD 83)
 JE0897_MARKER: DB = BENCH MARK DISK
 JE0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0897_STAMPING: N 260 1940
 JE0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0897+STABILITY: SURFACE MOTION
 JE0897
 JE0897  HISTORY     - Date     Condition        Report By
 JE0897  HISTORY     - 1940     MONUMENTED       CGS
 JE0897  HISTORY     - 1951     GOOD             NGS
 JE0897  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 JE0897
 JE0897                          STATION DESCRIPTION
 JE0897
 JE0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0897'1.1 MI NE FROM DE SOTO.
 JE0897'1.1 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0897'RAILWAY FROM THE STATION AT DE SOTO, 0.1 MILE WEST OF THE ABANDONED
 JE0897'STATION AT CORLISS, 50 FEET NORTH OF THE THIRD POLE EAST OF MILEPOST
 JE0897'10, 126 FEET NORTH OF THE CENTERLINE OF THE TRACK, 41.7 FEET
 JE0897'SOUTH OF THE SOUTHWEST CORNER OF THE WHITE FRAME HOUSE OF MRS.
 JE0897'SALLY S. RANDALL, IN LINE WITH THE WEST SIDE OF THE HOUSE, 23
 JE0897'FEET WEST OF A LARGE LOCUST TREE, AND 20.2 FEET EAST OF A
 JE0897'6- BY 6-INCH FENCE POST.  A STANDARD DISK, STAMPED N 260 1940
 JE0897'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JE0897'NOTE-- IT WAS REPORTED IN OCTOBER 1951 THAT THE FLOOD HAS DAMAGED
 JE0897'THE HOUSE EXTENSIVELY AND IT IS UNOCCUPIED.  IT COULD NOT BE
 JE0897'LEARNED WHETHER THE HOUSE WILL BE REPAIRED OR DISMANTLED.
 JE0897
 JE0897                          STATION RECOVERY (1974)
 JE0897
 JE0897'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 JE0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0755 ***********************************************************************
 KE0755  DESIGNATION -  N 261
 KE0755  PID         -  KE0755
 KE0755  STATE/COUNTY-  KS/SHAWNEE
 KE0755  USGS QUAD   -  GRANTVILLE (1983)
 KE0755
 KE0755                         *CURRENT SURVEY CONTROL
 KE0755  ___________________________________________________________________
 KE0755* NAD 83(1986)-  39 03 12.     (N)    095 35 24.     (W)     SCALED    
 KE0755* NAVD 88     -       264.433  (meters)     867.56   (feet)  ADJUSTED  
 KE0755  ___________________________________________________________________
 KE0755  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KE0755  DYNAMIC HT  -         264.261 (meters)     867.00  (feet)  COMP
 KE0755  MODELED GRAV-     979,971.9   (mgal)                       NAVD 88
 KE0755
 KE0755  VERT ORDER  -  FIRST     CLASS II
 KE0755
 KE0755.The horizontal coordinates were scaled from a topographic map and have
 KE0755.an estimated accuracy of +/- 6 seconds.
 KE0755
 KE0755.The orthometric height was determined by differential leveling
 KE0755.and adjusted by the National Geodetic Survey in June 1991..
 KE0755
 KE0755.The geoid height was determined by GEOID03.
 KE0755
 KE0755.The dynamic height is computed by dividing the NAVD 88
 KE0755.geopotential number by the normal gravity value computed on the
 KE0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0755.degrees latitude (g = 980.6199 gals.).
 KE0755
 KE0755.The modeled gravity was interpolated from observed gravity values.
 KE0755
 KE0755;                    North         East    Units  Estimated Accuracy
 KE0755;SPC KS N     -    82,700.      608,580.      MT  (+/- 180 meters Scaled)
 KE0755
 KE0755                          SUPERSEDED SURVEY CONTROL
 KE0755
 KE0755  NGVD 29 (??/??/92)  264.338  (m)          867.25   (f) ADJ UNCH    1 2
 KE0755
 KE0755.Superseded values are not recommended for survey control.
 KE0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0755.See file dsdata.txt to determine how the superseded data were derived.
 KE0755
 KE0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD758258(NAD 83)
 KE0755_MARKER: DB = BENCH MARK DISK
 KE0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0755_SP_SET: PIER COLUMN
 KE0755_STAMPING: N 261 1940
 KE0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0755
 KE0755  HISTORY     - Date     Condition        Report By
 KE0755  HISTORY     - 1940     MONUMENTED       CGS
 KE0755  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0755
 KE0755                          STATION DESCRIPTION
 KE0755
 KE0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KE0755'4.3 MI E FROM TOPEKA.
 KE0755'4.3 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KE0755'STATION IN TOPEKA BENCH MARK IS ALONG THE RIGHT-OF-WAY OF
 KE0755'THE ATCHISON TOPEKA AND SANTA FE RAILROAD, UNDER THE HIGHWAY
 KE0755'VIADUCT (RAILROAD NO. 48A), IN THE SOUTH FACE OF THE EAST
 KE0755'CONCRETE COLUMN OF THE SECOND PIER FROM THE SOUTH END OF
 KE0755'THE VIADUCT, 26.2 FEET NORTH OF CENTER LINE OF MAIN TRACK,
 KE0755'3.0 FEET ABOVE GROUND, LEVEL WITH THE TOP OF RAIL OF MAIN LINE
 KE0755'TRACK, SET FLUSH AND VERTICALLY.  NO 4 X 4 INCH WOODEN POST
 KE0755'SET-- VIADUCT SERVES AS LANDMARK.
 KE0755
 KE0755                          STATION RECOVERY (1986)
 KE0755
 KE0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0755'THE BRIDGE THE MARK WAS SET IN HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0074 ***********************************************************************
 KF0074  DESIGNATION -  N 262
 KF0074  PID         -  KF0074
 KF0074  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0074  USGS QUAD   -  BELVUE (1978)
 KF0074
 KF0074                         *CURRENT SURVEY CONTROL
 KF0074  ___________________________________________________________________
 KF0074* NAD 83(1986)-  39 13 02.     (N)    096 07 35.     (W)     SCALED    
 KF0074* NAVD 88     -       295.840  (meters)     970.60   (feet)  POSTED    
 KF0074  ___________________________________________________________________
 KF0074  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 KF0074  DYNAMIC HT  -         295.650 (meters)     969.98  (feet)  COMP
 KF0074  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 KF0074
 KF0074  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KF0074
 KF0074.The horizontal coordinates were scaled from a topographic map and have
 KF0074.an estimated accuracy of +/- 6 seconds.
 KF0074
 KF0074.The orthometric height was determined by differential leveling
 KF0074.and adjusted by the National Geodetic Survey in 1992..
 KF0074.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KF0074.rate of 2.1 thru 3.0 mm/km.
 KF0074
 KF0074.The geoid height was determined by GEOID03.
 KF0074
 KF0074.The dynamic height is computed by dividing the NAVD 88
 KF0074.geopotential number by the normal gravity value computed on the
 KF0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0074.degrees latitude (g = 980.6199 gals.).
 KF0074
 KF0074.The modeled gravity was interpolated from observed gravity values.
 KF0074
 KF0074;                    North         East    Units  Estimated Accuracy
 KF0074;SPC KS N     -    99,800.      561,790.      MT  (+/- 180 meters Scaled)
 KF0074
 KF0074                          SUPERSEDED SURVEY CONTROL
 KF0074
 KF0074  NGVD 29 (??/??/92)  295.734  (m)          970.25   (f) ADJ UNCH    1 2
 KF0074
 KF0074.Superseded values are not recommended for survey control.
 KF0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0074.See file dsdata.txt to determine how the superseded data were derived.
 KF0074
 KF0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ480448(NAD 83)
 KF0074_MARKER: DB = BENCH MARK DISK
 KF0074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0074_SP_SET: ABUTMENT
 KF0074_STAMPING: N 262 1940
 KF0074_MARK LOGO: CGS   
 KF0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0074+STABILITY: SURFACE MOTION
 KF0074
 KF0074  HISTORY     - Date     Condition        Report By
 KF0074  HISTORY     - 1940     MONUMENTED       CGS
 KF0074  HISTORY     - 1965     GOOD             NGS
 KF0074  HISTORY     - 1986     GOOD             NGS
 KF0074
 KF0074                          STATION DESCRIPTION
 KF0074
 KF0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0074'2.7 MI E FROM BELVUE.
 KF0074'3.4 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0074'AT ST. MARYS, 2.7 MILES EAST ALONG THE RAILROAD FROM THE STATION
 KF0074'AT BELVUE, AT THE SOUTHWEST END OF RAILROAD BRIDGE 94.98, IN
 KF0074'THE TOP OF THE SOUTHEAST END OF THE CONCRETE ABUTMENT, AND 7.8
 KF0074'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 KF0074'STAMPED, N 262 1940 AND SET IN A DRILL HOLE.
 KF0074
 KF0074                          STATION RECOVERY (1986)
 KF0074
 KF0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0074'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  38.7 KM (24.0
 KF0074'MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KF0074'MANHATTAN.  NOTE--THE MARK IS UNDER A RAILROAD TIE BOLTED TO THE
 KF0074'ABUTMENT AND IS INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0647 ***********************************************************************
 KF0647  DESIGNATION -  N 263
 KF0647  PID         -  KF0647
 KF0647  STATE/COUNTY-  KS/RILEY
 KF0647  USGS QUAD   -  MANHATTAN (1991)
 KF0647
 KF0647                         *CURRENT SURVEY CONTROL
 KF0647  ___________________________________________________________________
 KF0647* NAD 83(1986)-  39 09 09.     (N)    096 37 10.     (W)     SCALED    
 KF0647* NAVD 88     -       313.418  (meters)    1028.27   (feet)  ADJUSTED  
 KF0647  ___________________________________________________________________
 KF0647  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 KF0647  DYNAMIC HT  -         313.208 (meters)    1027.58  (feet)  COMP
 KF0647  MODELED GRAV-     979,952.6   (mgal)                       NAVD 88
 KF0647
 KF0647  VERT ORDER  -  FIRST     CLASS II
 KF0647
 KF0647.The horizontal coordinates were scaled from a topographic map and have
 KF0647.an estimated accuracy of +/- 6 seconds.
 KF0647
 KF0647.The orthometric height was determined by differential leveling
 KF0647.and adjusted by the National Geodetic Survey in June 1991..
 KF0647
 KF0647.The geoid height was determined by GEOID03.
 KF0647
 KF0647.The dynamic height is computed by dividing the NAVD 88
 KF0647.geopotential number by the normal gravity value computed on the
 KF0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0647.degrees latitude (g = 980.6199 gals.).
 KF0647
 KF0647.The modeled gravity was interpolated from observed gravity values.
 KF0647
 KF0647;                    North         East    Units  Estimated Accuracy
 KF0647;SPC KS N     -    91,850.      519,330.      MT  (+/- 180 meters Scaled)
 KF0647
 KF0647                          SUPERSEDED SURVEY CONTROL
 KF0647
 KF0647  NGVD 29 (??/??/92)  313.296  (m)         1027.87   (f) ADJ UNCH    1 2
 KF0647
 KF0647.Superseded values are not recommended for survey control.
 KF0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0647.See file dsdata.txt to determine how the superseded data were derived.
 KF0647
 KF0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ057363(NAD 83)
 KF0647_MARKER: DB = BENCH MARK DISK
 KF0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0647_STAMPING: N 263 1940
 KF0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0647+STABILITY: SURFACE MOTION
 KF0647
 KF0647  HISTORY     - Date     Condition        Report By
 KF0647  HISTORY     - 1940     MONUMENTED       CGS
 KF0647  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0647
 KF0647                          STATION DESCRIPTION
 KF0647
 KF0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0647'4.8 MI W FROM MANHATTAN.
 KF0647'4.8 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0647'AT MANHATTAN, RILEY COUNTY, 0.4 MILE SOUTHEAST OF SEMAPHORE 1247,
 KF0647'58 YARDS SOUTH OF A EUREKA LAKE ONE MILE SIGN, AT A SECTION-CAR
 KF0647'SET OFF, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK,
 KF0647'3.7 FEET NORTH OF A WHITE WOODEN WITNESS POST AND 1.6 FEET
 KF0647'NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED,
 KF0647'N 263 1940 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 KF0647'RIVER BANK IN THE AREA HAS ERODED BEYOND THE RIGHT-OF-WAY FENCE
 KF0647'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0605 ***********************************************************************
 KE0605  DESIGNATION -  N 264
 KE0605  PID         -  KE0605
 KE0605  STATE/COUNTY-  KS/DOUGLAS
 KE0605  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0605
 KE0605                         *CURRENT SURVEY CONTROL
 KE0605  ___________________________________________________________________
 KE0605* NAD 83(1986)-  39 02 03.     (N)    095 21 22.     (W)     SCALED    
 KE0605* NAVD 88     -       256.306  (meters)     840.90   (feet)  ADJUSTED  
 KE0605  ___________________________________________________________________
 KE0605  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KE0605  DYNAMIC HT  -         256.140 (meters)     840.35  (feet)  COMP
 KE0605  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 KE0605
 KE0605  VERT ORDER  -  FIRST     CLASS II
 KE0605
 KE0605.The horizontal coordinates were scaled from a topographic map and have
 KE0605.an estimated accuracy of +/- 6 seconds.
 KE0605
 KE0605.The orthometric height was determined by differential leveling
 KE0605.and adjusted by the National Geodetic Survey in June 1991..
 KE0605
 KE0605.The geoid height was determined by GEOID03.
 KE0605
 KE0605.The dynamic height is computed by dividing the NAVD 88
 KE0605.geopotential number by the normal gravity value computed on the
 KE0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0605.degrees latitude (g = 980.6199 gals.).
 KE0605
 KE0605.The modeled gravity was interpolated from observed gravity values.
 KE0605
 KE0605;                    North         East    Units  Estimated Accuracy
 KE0605;SPC KS N     -    81,140.      628,880.      MT  (+/- 180 meters Scaled)
 KE0605
 KE0605                          SUPERSEDED SURVEY CONTROL
 KE0605
 KE0605  NGVD 29 (??/??/92)  256.226  (m)          840.63   (f) ADJ UNCH    1 2
 KE0605
 KE0605.Superseded values are not recommended for survey control.
 KE0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0605.See file dsdata.txt to determine how the superseded data were derived.
 KE0605
 KE0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD960232(NAD 83)
 KE0605_MARKER: DB = BENCH MARK DISK
 KE0605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KE0605_SP_SET: HEADWALL
 KE0605_STAMPING: N 264 1940
 KE0605_MARK LOGO: CGS   
 KE0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0605+STABILITY: SURFACE MOTION
 KE0605
 KE0605  HISTORY     - Date     Condition        Report By
 KE0605  HISTORY     - 1940     MONUMENTED       CGS
 KE0605  HISTORY     - 1951     GOOD             NGS
 KE0605  HISTORY     - 1986     GOOD             NGS
 KE0605
 KE0605                          STATION DESCRIPTION
 KE0605
 KE0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0605'2.3 MI E FROM LECOMPTON.
 KE0605'2.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0605'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 80 FEET WEST OF
 KE0605'SEMAPHORE 352, AT A STONE-ARCH BRIDGE 35 A, IN THE TOP OF THE
 KE0605'EAST END OF THE CAPSTONE, AND ON THE SOUTH SIDE OF THE TRACK.
 KE0605'A STANDARD DISK, STAMPED N 264 1940.
 KE0605
 KE0605                          STATION RECOVERY (1986)
 KE0605
 KE0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0314 ***********************************************************************
 HF0314  DESIGNATION -  N 265
 HF0314  PID         -  HF0314
 HF0314  STATE/COUNTY-  KS/BUTLER
 HF0314  USGS QUAD   -  ROSALIA NW (1961)
 HF0314
 HF0314                         *CURRENT SURVEY CONTROL
 HF0314  ___________________________________________________________________
 HF0314* NAD 83(1986)-  37 57 57.     (N)    096 42 23.     (W)     SCALED    
 HF0314* NAVD 88     -       438.577  (meters)    1438.90   (feet)  ADJUSTED  
 HF0314  ___________________________________________________________________
 HF0314  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HF0314  DYNAMIC HT  -         438.233 (meters)    1437.77  (feet)  COMP
 HF0314  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 HF0314
 HF0314  VERT ORDER  -  SECOND    CLASS 0
 HF0314
 HF0314.The horizontal coordinates were scaled from a topographic map and have
 HF0314.an estimated accuracy of +/- 6 seconds.
 HF0314
 HF0314.The orthometric height was determined by differential leveling
 HF0314.and adjusted by the National Geodetic Survey in June 1991..
 HF0314
 HF0314.The geoid height was determined by GEOID03.
 HF0314
 HF0314.The dynamic height is computed by dividing the NAVD 88
 HF0314.geopotential number by the normal gravity value computed on the
 HF0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0314.degrees latitude (g = 980.6199 gals.).
 HF0314
 HF0314.The modeled gravity was interpolated from observed gravity values.
 HF0314
 HF0314;                    North         East    Units  Estimated Accuracy
 HF0314;SPC KS S     -   545,700.      557,590.      MT  (+/- 180 meters Scaled)
 HF0314
 HF0314                          SUPERSEDED SURVEY CONTROL
 HF0314
 HF0314  NGVD 29 (??/??/92)  438.407  (m)         1438.34   (f) ADJ UNCH    2 0
 HF0314
 HF0314.Superseded values are not recommended for survey control.
 HF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0314.See file dsdata.txt to determine how the superseded data were derived.
 HF0314
 HF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH014045(NAD 83)
 HF0314_MARKER: DB = BENCH MARK DISK
 HF0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0314_SP_SET: SIGNAL BASE
 HF0314_STAMPING: N 265 1940
 HF0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0314
 HF0314  HISTORY     - Date     Condition        Report By
 HF0314  HISTORY     - 1940     MONUMENTED       CGS
 HF0314  HISTORY     - 1970     MARK NOT FOUND   NGS
 HF0314
 HF0314                          STATION DESCRIPTION
 HF0314
 HF0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HF0314'1.8 MI S FROM AIKMAN.
 HF0314'1.8 MILES SOUTH OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0314'STATION IN AIKMAN.  ON THE WEST BASE OF SIGNAL TOWER NO. 1602.
 HF0314'9 FEET EAST OF CENTER LINE OF THE TRACK.  1 FOOT ABOVE TOP OF
 HF0314'THE RAIL.  A STANDARD DISK SET IN A DRILL HOLE.  NO 4 X 4 INCH
 HF0314'WOODEN POST SET--SIGNAL TOWER IDENTIFIES THE LOCATION OF THE
 HF0314'MARK.  NOTE-- ALL INDICATION SHOW THE OLD CONCRETE BASE FOR
 HF0314'SEMAPHORE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0491 ***********************************************************************
 HG0491  DESIGNATION -  N 266
 HG0491  PID         -  HG0491
 HG0491  STATE/COUNTY-  KS/BARBER
 HG0491  USGS QUAD   -  BELVIDERE (1968)
 HG0491
 HG0491                         *CURRENT SURVEY CONTROL
 HG0491  ___________________________________________________________________
 HG0491* NAD 83(1986)-  37 25 35.     (N)    099 00 28.     (W)     SCALED    
 HG0491* NAVD 88     -       538.400  (meters)    1766.40   (feet)  ADJUSTED  
 HG0491  ___________________________________________________________________
 HG0491  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 HG0491  DYNAMIC HT  -         537.936 (meters)    1764.88  (feet)  COMP
 HG0491  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 HG0491
 HG0491  VERT ORDER  -  SECOND    CLASS 0
 HG0491
 HG0491.The horizontal coordinates were scaled from a topographic map and have
 HG0491.an estimated accuracy of +/- 6 seconds.
 HG0491
 HG0491.The orthometric height was determined by differential leveling
 HG0491.and adjusted by the National Geodetic Survey in June 1991..
 HG0491
 HG0491.The geoid height was determined by GEOID03.
 HG0491
 HG0491.The dynamic height is computed by dividing the NAVD 88
 HG0491.geopotential number by the normal gravity value computed on the
 HG0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0491.degrees latitude (g = 980.6199 gals.).
 HG0491
 HG0491.The modeled gravity was interpolated from observed gravity values.
 HG0491
 HG0491;                    North         East    Units  Estimated Accuracy
 HG0491;SPC KS S     -   484,440.      355,060.      MT  (+/- 180 meters Scaled)
 HG0491
 HG0491                          SUPERSEDED SURVEY CONTROL
 HG0491
 HG0491  NGVD 29 (??/??/92)  538.158  (m)         1765.61   (f) ADJ UNCH    2 0
 HG0491
 HG0491.Superseded values are not recommended for survey control.
 HG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0491.See file dsdata.txt to determine how the superseded data were derived.
 HG0491
 HG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG993421(NAD 83)
 HG0491_MARKER: DB = BENCH MARK DISK
 HG0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0491_STAMPING: N 266 1940
 HG0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0491+STABILITY: SURFACE MOTION
 HG0491
 HG0491  HISTORY     - Date     Condition        Report By
 HG0491  HISTORY     - 1940     MONUMENTED       CGS
 HG0491
 HG0491                          STATION DESCRIPTION
 HG0491
 HG0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0491'4.9 MI SE FROM BELVIDERE.
 HG0491'4.9 MILES SOUTHEAST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0491'TOPEKA, AND SANTA FE RR.  0.3 MILE EAST OF MILE POST NO. 46.
 HG0491'42.5 FEET NORTH OF THE NORTH RAIL.  28.6 FEET SOUTH OF CENTER
 HG0491'LINE OF U.S. HIGHWAY NO. 160.  3.2 FEET SOUTH OF WIRE FENCE.
 HG0491'3.1 FEET WEST OF 4X4 INCH WOODEN POST PAINTED WHITE PROJECTING
 HG0491'2.0 FEET.  2.0 FEET ABOVE TOP OF RAIL.  ON THE WEST SIDE OF A
 HG0491'SMALL KNOLL ABOUT 65 FEET EAST OF RAILROAD CULVERT NO. 45C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0379 ***********************************************************************
 JG0379  DESIGNATION -  N 267 RESET
 JG0379  PID         -  JG0379
 JG0379  STATE/COUNTY-  KS/ELLIS
 JG0379  USGS QUAD   -  HAYS SOUTH (1983)
 JG0379
 JG0379                         *CURRENT SURVEY CONTROL
 JG0379  ___________________________________________________________________
 JG0379* NAD 83(1986)-  38 51 54.     (N)    099 19 08.     (W)     SCALED    
 JG0379* NAVD 88     -       606.14   (+/-2cm)    1988.6    (feet)  VERTCON   
 JG0379  ___________________________________________________________________
 JG0379  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 JG0379
 JG0379  VERT ORDER  -  THIRD (See Below)
 JG0379
 JG0379.The horizontal coordinates were scaled from a topographic map and have
 JG0379.an estimated accuracy of +/- 6 seconds.
 JG0379
 JG0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0379.The vertical order pertains to the NGVD 29 superseded value.
 JG0379
 JG0379.The geoid height was determined by GEOID03.
 JG0379
 JG0379;                    North         East    Units  Estimated Accuracy
 JG0379;SPC KS N     -    59,850.      285,540.      MT  (+/- 180 meters Scaled)
 JG0379
 JG0379                          SUPERSEDED SURVEY CONTROL
 JG0379
 JG0379  NGVD 29 (03/09/04)  605.89   (m)         1987.8    (f) RESET       3  
 JG0379
 JG0379.Superseded values are not recommended for survey control.
 JG0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0379.See file dsdata.txt to determine how the superseded data were derived.
 JG0379
 JG0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ723018(NAD 83)
 JG0379_MARKER: DB = BENCH MARK DISK
 JG0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0379+STABILITY: SURFACE MOTION
 JG0379
 JG0379  HISTORY     - Date     Condition        Report By
 JG0379  HISTORY     - 1975     MONUMENTED       LOCENG
 JG0379  HISTORY     - 1976     GOOD             NGS
 JG0379
 JG0379                          STATION DESCRIPTION
 JG0379
 JG0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 JG0379'1 MI E FROM HAYS.
 JG0379'1.05 MILES EAST ALONG U.S. HIGHWAY 40 (8TH STREET) FROM THE
 JG0379'UNION PACIFIC RAILROAD STATION AT HAYS, 341.5 FEET WESTERLY
 JG0379'OF THE INTERSECTION OF THE CENTER OF 8TH STREET AND VINE
 JG0379'STREET (U.S. HIGHWAY 183), 27.5 FEET SOUTH OF THE CENTERLINE
 JG0379'OF 8TH STREET 7.5 FEET NORTH OF THE NORTH END OF A CONCRETE
 JG0379'BLOCK FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS ADJOINING
 JG0379'AND FLUSH WITH THE SOUTH EDGE OF A 5 FOOT SIDEWALK ADJACENT TO
 JG0379'CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0532 ***********************************************************************
 JG0532  DESIGNATION -  N 268
 JG0532  PID         -  JG0532
 JG0532  STATE/COUNTY-  KS/NESS
 JG0532  USGS QUAD   -  MC CRACKEN SW (1966)
 JG0532
 JG0532                         *CURRENT SURVEY CONTROL
 JG0532  ___________________________________________________________________
 JG0532* NAD 83(1986)-  38 36 24.     (N)    099 42 25.     (W)     SCALED    
 JG0532* NAVD 88     -       710.811  (meters)    2332.05   (feet)  ADJUSTED  
 JG0532  ___________________________________________________________________
 JG0532  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0532  DYNAMIC HT  -         710.252 (meters)    2330.22  (feet)  COMP
 JG0532  MODELED GRAV-     979,818.7   (mgal)                       NAVD 88
 JG0532
 JG0532  VERT ORDER  -  SECOND    CLASS 0
 JG0532
 JG0532.The horizontal coordinates were scaled from a topographic map and have
 JG0532.an estimated accuracy of +/- 6 seconds.
 JG0532
 JG0532.The orthometric height was determined by differential leveling
 JG0532.and adjusted by the National Geodetic Survey in June 1991..
 JG0532
 JG0532.The geoid height was determined by GEOID03.
 JG0532
 JG0532.The dynamic height is computed by dividing the NAVD 88
 JG0532.geopotential number by the normal gravity value computed on the
 JG0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0532.degrees latitude (g = 980.6199 gals.).
 JG0532
 JG0532.The modeled gravity was interpolated from observed gravity values.
 JG0532
 JG0532;                    North         East    Units  Estimated Accuracy
 JG0532;SPC KS S     -   616,000.      294,870.      MT  (+/- 180 meters Scaled)
 JG0532
 JG0532                          SUPERSEDED SURVEY CONTROL
 JG0532
 JG0532  NGVD 29 (??/??/92)  710.515  (m)         2331.08   (f) ADJ UNCH    2 0
 JG0532
 JG0532.Superseded values are not recommended for survey control.
 JG0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0532.See file dsdata.txt to determine how the superseded data were derived.
 JG0532
 JG0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH384733(NAD 83)
 JG0532_MARKER: DB = BENCH MARK DISK
 JG0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0532_STAMPING: N 268 1940
 JG0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0532+STABILITY: SURFACE MOTION
 JG0532
 JG0532  HISTORY     - Date     Condition        Report By
 JG0532  HISTORY     - 1940     MONUMENTED       CGS
 JG0532  HISTORY     - 1964     MARK NOT FOUND   USGS
 JG0532
 JG0532                          STATION DESCRIPTION
 JG0532
 JG0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0532'3 MI E FROM BROWNELL.
 JG0532'3.0 MILES EAST OF BY RAIL FROM DEPOT.  ALONG THE RIGHT-OF-WAY
 JG0532'OF THE MISSOURI PACIFIC RR.  5.25 POLES WEST OF MILE POST 613.
 JG0532'35 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  14 FEET NORTH OF
 JG0532'A WIRE FENCE.  3.5 FEET WEST OF A WHITE 4X4 INCH WOODEN POST
 JG0532'THAT PROJECTS 18 INCHES.  NOTE-- MISSOURI PACIFIC RR HAS BEEN
 JG0532'MOVED.
 JG0532
 JG0532                          STATION RECOVERY (1964)
 JG0532
 JG0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JG0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0491 ***********************************************************************
 JG0491  DESIGNATION -  N 27
 JG0491  PID         -  JG0491
 JG0491  STATE/COUNTY-  KS/HODGEMAN
 JG0491  USGS QUAD   -  JETMORE NW (1970)
 JG0491
 JG0491                         *CURRENT SURVEY CONTROL
 JG0491  ___________________________________________________________________
 JG0491* NAD 83(1986)-  38 08 51.     (N)    099 53 57.     (W)     SCALED    
 JG0491* NAVD 88     -       732.312  (meters)    2402.59   (feet)  ADJUSTED  
 JG0491  ___________________________________________________________________
 JG0491  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0491  DYNAMIC HT  -         731.704 (meters)    2400.60  (feet)  COMP
 JG0491  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 JG0491
 JG0491  VERT ORDER  -  SECOND    CLASS 0
 JG0491
 JG0491.The horizontal coordinates were scaled from a topographic map and have
 JG0491.an estimated accuracy of +/- 6 seconds.
 JG0491
 JG0491.The orthometric height was determined by differential leveling
 JG0491.and adjusted by the National Geodetic Survey in June 1991..
 JG0491
 JG0491.The geoid height was determined by GEOID03.
 JG0491
 JG0491.The dynamic height is computed by dividing the NAVD 88
 JG0491.geopotential number by the normal gravity value computed on the
 JG0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0491.degrees latitude (g = 980.6199 gals.).
 JG0491
 JG0491.The modeled gravity was interpolated from observed gravity values.
 JG0491
 JG0491;                    North         East    Units  Estimated Accuracy
 JG0491;SPC KS S     -   565,270.      277,370.      MT  (+/- 180 meters Scaled)
 JG0491
 JG0491                          SUPERSEDED SURVEY CONTROL
 JG0491
 JG0491  NGVD 29 (??/??/92)  732.047  (m)         2401.72   (f) ADJ UNCH    2 0
 JG0491
 JG0491.Superseded values are not recommended for survey control.
 JG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0491.See file dsdata.txt to determine how the superseded data were derived.
 JG0491
 JG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH212225(NAD 83)
 JG0491_MARKER: DB = BENCH MARK DISK
 JG0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0491_SP_SET: CULVERT
 JG0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0491
 JG0491  HISTORY     - Date     Condition        Report By
 JG0491  HISTORY     - UNK      MONUMENTED       CGS
 JG0491  HISTORY     - 1934     GOOD             NGS
 JG0491  HISTORY     - 1938     GOOD             NGS
 JG0491
 JG0491                          STATION DESCRIPTION
 JG0491
 JG0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0491'4.4 MI N FROM JETMORE.
 JG0491'4.4 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF
 JG0491'STATE HIGHWAY NO. 21.  IN THE S.W. 1/4 SECTION 7 R 23 W T 22 S.
 JG0491'33 YDS NORTH OF CENTER OF SECTION LINE ROAD.  SET IN THE TOP
 JG0491'CENTER OF EAST HEADWALL OF CONCRETE BOX CULVERT.  NOTE-- HWY
 JG0491'21 IS NOW U.S. 283.
 JG0491
 JG0491                          STATION RECOVERY (1938)
 JG0491
 JG0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JG0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0137 ***********************************************************************
 JH0137  DESIGNATION -  N 272
 JH0137  PID         -  JH0137
 JH0137  STATE/COUNTY-  KS/LOGAN
 JH0137  USGS QUAD   -  RUSSELL SPRINGS (1972)
 JH0137
 JH0137                         *CURRENT SURVEY CONTROL
 JH0137  ___________________________________________________________________
 JH0137* NAD 83(1986)-  38 55 06.     (N)    101 11 07.     (W)     SCALED    
 JH0137* NAVD 88     -       908.771  (meters)    2981.53   (feet)  ADJUSTED  
 JH0137  ___________________________________________________________________
 JH0137  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 JH0137  DYNAMIC HT  -         908.025 (meters)    2979.08  (feet)  COMP
 JH0137  MODELED GRAV-     979,776.6   (mgal)                       NAVD 88
 JH0137
 JH0137  VERT ORDER  -  SECOND    CLASS 0
 JH0137
 JH0137.The horizontal coordinates were scaled from a topographic map and have
 JH0137.an estimated accuracy of +/- 6 seconds.
 JH0137
 JH0137.The orthometric height was determined by differential leveling
 JH0137.and adjusted by the National Geodetic Survey in June 1991..
 JH0137
 JH0137.The geoid height was determined by GEOID03.
 JH0137
 JH0137.The dynamic height is computed by dividing the NAVD 88
 JH0137.geopotential number by the normal gravity value computed on the
 JH0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0137.degrees latitude (g = 980.6199 gals.).
 JH0137
 JH0137.The modeled gravity was interpolated from observed gravity values.
 JH0137
 JH0137;                    North         East    Units  Estimated Accuracy
 JH0137;SPC KS N     -    69,800.      123,820.      MT  (+/- 180 meters Scaled)
 JH0137
 JH0137                          SUPERSEDED SURVEY CONTROL
 JH0137
 JH0137  NGVD 29 (??/??/92)  908.414  (m)         2980.35   (f) ADJ UNCH    2 0
 JH0137
 JH0137.Superseded values are not recommended for survey control.
 JH0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0137.See file dsdata.txt to determine how the superseded data were derived.
 JH0137
 JH0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ105099(NAD 83)
 JH0137_MARKER: DB = BENCH MARK DISK
 JH0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0137_STAMPING: N 272 1940
 JH0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0137+STABILITY: SURFACE MOTION
 JH0137
 JH0137  HISTORY     - Date     Condition        Report By
 JH0137  HISTORY     - 1940     MONUMENTED       CGS
 JH0137  HISTORY     - 1971     MARK NOT FOUND   USGS
 JH0137
 JH0137                          STATION DESCRIPTION
 JH0137
 JH0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0137'0.4 MI NW FROM RUSSELL SPRINGS.
 JH0137'0.4 MILE NORTHWEST OF THE COURT HOUSE IN RUSSELL SPRING, TO
 JH0137'REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0137'NORTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 0.4 MILE.  BENCH
 JH0137'MARK IS ON THE OUTSIDE AT THE NORTH END OF A CURVE IN THE
 JH0137'HIGHWAY, AT THE NORTHWEST CORNER OF THE T-INTERSECTION OF THE
 JH0137'HIGHWAY AND A GRADED ROAD TO THE WEST, 86 FEET NORTH OF THE
 JH0137'CENTER LINE OF THE GRADED ROAD, 46 FEET WEST OF THE CENTER
 JH0137'LINE OF HIGHWAY, 5.0 FEET NORTHWEST OF A TELEPHONE POLE, 2.7
 JH0137'FEET SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 JH0137'20 FEET.  MONUMENT IS FLUSH.
 JH0137
 JH0137                          STATION RECOVERY (1971)
 JH0137
 JH0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JH0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0118 ***********************************************************************
 HH0118  DESIGNATION -  N 273
 HH0118  PID         -  HH0118
 HH0118  STATE/COUNTY-  KS/HASKELL
 HH0118  USGS QUAD   -  SUBLETTE (1977)
 HH0118
 HH0118                         *CURRENT SURVEY CONTROL
 HH0118  ___________________________________________________________________
 HH0118* NAD 83(1986)-  37 29 00.     (N)    100 50 43.     (W)     SCALED    
 HH0118* NAVD 88     -       889.743  (meters)    2919.10   (feet)  ADJUSTED  
 HH0118  ___________________________________________________________________
 HH0118  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 HH0118  DYNAMIC HT  -         888.906 (meters)    2916.35  (feet)  COMP
 HH0118  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 HH0118
 HH0118  VERT ORDER  -  SECOND    CLASS 0
 HH0118
 HH0118.The horizontal coordinates were scaled from a topographic map and have
 HH0118.an estimated accuracy of +/- 6 seconds.
 HH0118
 HH0118.The orthometric height was determined by differential leveling
 HH0118.and adjusted by the National Geodetic Survey in June 1991..
 HH0118
 HH0118.The geoid height was determined by GEOID03.
 HH0118
 HH0118.The dynamic height is computed by dividing the NAVD 88
 HH0118.geopotential number by the normal gravity value computed on the
 HH0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0118.degrees latitude (g = 980.6199 gals.).
 HH0118
 HH0118.The modeled gravity was interpolated from observed gravity values.
 HH0118
 HH0118;                    North         East    Units  Estimated Accuracy
 HH0118;SPC KS S     -   493,250.      192,600.      MT  (+/- 180 meters Scaled)
 HH0118
 HH0118                          SUPERSEDED SURVEY CONTROL
 HH0118
 HH0118  NGVD 29 (??/??/92)  889.375  (m)         2917.89   (f) ADJ UNCH    2 0
 HH0118
 HH0118.Superseded values are not recommended for survey control.
 HH0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0118.See file dsdata.txt to determine how the superseded data were derived.
 HH0118
 HH0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG368500(NAD 83)
 HH0118_MARKER: DB = BENCH MARK DISK
 HH0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0118_SP_SET: RETAINING WALL
 HH0118_STAMPING: N 273 1940
 HH0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0118
 HH0118  HISTORY     - Date     Condition        Report By
 HH0118  HISTORY     - 1940     MONUMENTED       CGS
 HH0118  HISTORY     - 1976     POOR             NGS
 HH0118  HISTORY     - 1976     POOR             NGS
 HH0118
 HH0118                          STATION DESCRIPTION
 HH0118
 HH0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0118'AT SUBLETTE.
 HH0118'AT SUBLETTE, HASKELL COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 HH0118'FE RAILWAY, 195 YARDS WEST OF THE WEST END OF THE STATION, 35
 HH0118'YARDS SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AT THE
 HH0118'LEMON-BARBEE GRAIN CO. ELEVATOR, 14 YARDS EAST OF THE TRUCK
 HH0118'ENTRANCE OF A DRIVE LEADING TO THE ELEVATOR, IN THE TOP OF A
 HH0118'CONCRETE RETAINING WALL, AND 1.9 FEET SOUTH OF THE NORTH END
 HH0118'OF THE WALL.  A STANDARD DISK, STAMPED N 273 1940.
 HH0118
 HH0118                          STATION RECOVERY (1976)
 HH0118
 HH0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HH0118'MARK RECOVERED IN POOR CONDITION.
 HH0118
 HH0118                          STATION RECOVERY (1976)
 HH0118
 HH0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HH0118'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0119 ***********************************************************************
 HH0119  DESIGNATION -  N 273 RESET
 HH0119  PID         -  HH0119
 HH0119  STATE/COUNTY-  KS/HASKELL
 HH0119  USGS QUAD   -  SUBLETTE (1977)
 HH0119
 HH0119                         *CURRENT SURVEY CONTROL
 HH0119  ___________________________________________________________________
 HH0119* NAD 83(1986)-  37 29 00.     (N)    100 50 43.     (W)     SCALED    
 HH0119* NAVD 88     -       889.03   (+/-2cm)    2916.8    (feet)  VERTCON   
 HH0119  ___________________________________________________________________
 HH0119  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 HH0119
 HH0119  VERT ORDER  -  THIRD (See Below)
 HH0119
 HH0119.The horizontal coordinates were scaled from a topographic map and have
 HH0119.an estimated accuracy of +/- 6 seconds.
 HH0119
 HH0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0119.The vertical order pertains to the NGVD 29 superseded value.
 HH0119
 HH0119.The geoid height was determined by GEOID03.
 HH0119
 HH0119;                    North         East    Units  Estimated Accuracy
 HH0119;SPC KS S     -   493,250.      192,600.      MT  (+/- 180 meters Scaled)
 HH0119
 HH0119                          SUPERSEDED SURVEY CONTROL
 HH0119
 HH0119  NGVD 29 (03/09/04)  888.66   (m)         2915.5    (f) RESET       3  
 HH0119
 HH0119.Superseded values are not recommended for survey control.
 HH0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0119.See file dsdata.txt to determine how the superseded data were derived.
 HH0119
 HH0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG368500(NAD 83)
 HH0119_MARKER: DB = BENCH MARK DISK
 HH0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0119_STAMPING: N 273 RESET 1976
 HH0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0119+STABILITY: SURFACE MOTION
 HH0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HH0119+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 HH0119
 HH0119  HISTORY     - Date     Condition        Report By
 HH0119  HISTORY     - 1976     MONUMENTED       NGS
 HH0119  HISTORY     - 20050607 GOOD             INDIV
 HH0119
 HH0119                          STATION DESCRIPTION
 HH0119
 HH0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 HH0119'AT SUBLETTE.
 HH0119'AT THE MC COY GRAIN ELEVATOR AT NORTH EDGE OF SUBLETTE.  A
 HH0119'STANDARD DISK STAMPED N 273 RESET 1976, CEMENTED IN A DRILL
 HH0119'HOLE AT THE NORTHEAST CORNER ENTRANCE INTO THE WEST ONE OF THREE
 HH0119'ELEVATORS, (WEST ONE OF TWO WITH A CATWALK AND TUBE CONNECTING
 HH0119'TWO ELEVATORS), 6 INCHES NORTH OF THE CONCRETE TUBE, 1 FOOT
 HH0119'WEST OF A 6 INCH PIPE SET IN CONCRETE AND PROJECTING 5 FEET.
 HH0119
 HH0119                          STATION RECOVERY (2005)
 HH0119
 HH0119'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLE)
 HH0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0924 ***********************************************************************
 JE0924  DESIGNATION -  N 276
 JE0924  PID         -  JE0924
 JE0924  STATE/COUNTY-  KS/FRANKLIN
 JE0924  USGS QUAD   -  LE LOUP (1973)
 JE0924
 JE0924                         *CURRENT SURVEY CONTROL
 JE0924  ___________________________________________________________________
 JE0924* NAD 83(1986)-  38 43 38.     (N)    095 14 36.     (W)     SCALED    
 JE0924* NAVD 88     -       297.703  (meters)     976.71   (feet)  ADJUSTED  
 JE0924  ___________________________________________________________________
 JE0924  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0924  DYNAMIC HT  -         297.501 (meters)     976.05  (feet)  COMP
 JE0924  MODELED GRAV-     979,943.0   (mgal)                       NAVD 88
 JE0924
 JE0924  VERT ORDER  -  SECOND    CLASS 0
 JE0924
 JE0924.The horizontal coordinates were scaled from a topographic map and have
 JE0924.an estimated accuracy of +/- 6 seconds.
 JE0924
 JE0924.The orthometric height was determined by differential leveling
 JE0924.and adjusted by the National Geodetic Survey in June 1991..
 JE0924
 JE0924.The geoid height was determined by GEOID03.
 JE0924
 JE0924.The dynamic height is computed by dividing the NAVD 88
 JE0924.geopotential number by the normal gravity value computed on the
 JE0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0924.degrees latitude (g = 980.6199 gals.).
 JE0924
 JE0924.The modeled gravity was interpolated from observed gravity values.
 JE0924
 JE0924;                    North         East    Units  Estimated Accuracy
 JE0924;SPC KS S     -   633,650.      683,150.      MT  (+/- 180 meters Scaled)
 JE0924
 JE0924                          SUPERSEDED SURVEY CONTROL
 JE0924
 JE0924  NGVD 29 (??/??/92)  297.590  (m)          976.34   (f) ADJ UNCH    2 0
 JE0924
 JE0924.Superseded values are not recommended for survey control.
 JE0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0924.See file dsdata.txt to determine how the superseded data were derived.
 JE0924
 JE0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC049888(NAD 83)
 JE0924_MARKER: DB = BENCH MARK DISK
 JE0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0924_STAMPING: N 276 1945
 JE0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0924+STABILITY: SURFACE MOTION
 JE0924
 JE0924  HISTORY     - Date     Condition        Report By
 JE0924  HISTORY     - 1945     MONUMENTED       CGS
 JE0924  HISTORY     - 1950     GOOD             NGS
 JE0924
 JE0924                          STATION DESCRIPTION
 JE0924
 JE0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0924'4 MI S FROM BALDWIN.
 JE0924'ABOUT 4.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0924'RAILROAD FROM THE STATION AT BALDWIN, ABOUT 1.2 MILES NORTH OF
 JE0924'NORWOOD, ABOUT 71 YARDS SOUTH OF A PRIVATE CROSSING, 8.7 FEET
 JE0924'NORTH OF THE 12TH POLE SOUTH OF MILE POST 19, 32.6 FEET EAST OF
 JE0924'AND ABOUT 1.0 FOOT HIGHER THAN THE CENTER LINE OF THE TRACKS,
 JE0924'17.0 FEET WEST OF THE RIGHT OF WAY FENCE AND 1.0 FOOT SOUTH OF
 JE0924'A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED N 276 1945 SET
 JE0924'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE GROUND.
 JE0924
 JE0924                          STATION RECOVERY (1950)
 JE0924
 JE0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1084 ***********************************************************************
 JE1084  DESIGNATION -  N 277
 JE1084  PID         -  JE1084
 JE1084  STATE/COUNTY-  KS/ANDERSON
 JE1084  USGS QUAD   -  COLONY (1966)
 JE1084
 JE1084                         *CURRENT SURVEY CONTROL
 JE1084  ___________________________________________________________________
 JE1084* NAD 83(1986)-  38 04 37.     (N)    095 17 38.     (W)     SCALED    
 JE1084* NAVD 88     -       320.207  (meters)    1050.55   (feet)  ADJUSTED  
 JE1084  ___________________________________________________________________
 JE1084  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 JE1084  DYNAMIC HT  -         319.966 (meters)    1049.76  (feet)  COMP
 JE1084  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 JE1084
 JE1084  VERT ORDER  -  SECOND    CLASS 0
 JE1084
 JE1084.The horizontal coordinates were scaled from a topographic map and have
 JE1084.an estimated accuracy of +/- 6 seconds.
 JE1084
 JE1084.The orthometric height was determined by differential leveling
 JE1084.and adjusted by the National Geodetic Survey in June 1991..
 JE1084
 JE1084.The geoid height was determined by GEOID03.
 JE1084
 JE1084.The dynamic height is computed by dividing the NAVD 88
 JE1084.geopotential number by the normal gravity value computed on the
 JE1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1084.degrees latitude (g = 980.6199 gals.).
 JE1084
 JE1084.The modeled gravity was interpolated from observed gravity values.
 JE1084
 JE1084;                    North         East    Units  Estimated Accuracy
 JE1084;SPC KS S     -   561,360.      681,230.      MT  (+/- 180 meters Scaled)
 JE1084
 JE1084                          SUPERSEDED SURVEY CONTROL
 JE1084
 JE1084  NGVD 29 (??/??/92)  320.045  (m)         1050.01   (f) ADJ UNCH    2 0
 JE1084
 JE1084.Superseded values are not recommended for survey control.
 JE1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1084.See file dsdata.txt to determine how the superseded data were derived.
 JE1084
 JE1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC988168(NAD 83)
 JE1084_MARKER: DB = BENCH MARK DISK
 JE1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1084_STAMPING: N 277 1945
 JE1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1084+STABILITY: SURFACE MOTION
 JE1084
 JE1084  HISTORY     - Date     Condition        Report By
 JE1084  HISTORY     - 1945     MONUMENTED       CGS
 JE1084  HISTORY     - 1951     GOOD             NGS
 JE1084
 JE1084                          STATION DESCRIPTION
 JE1084
 JE1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1084'4.5 MI NE FROM COLONY.
 JE1084'0.5 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1084'FROM THE STATION AT COLONY, ANDERSON COUNTY, THENCE 4.0 MILES
 JE1084'EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC RAILROAD,
 JE1084'2.7 MILES WEST OF THE LONE ELM LUMBER CO. AND HARDWARE STORE
 JE1084'AT LONE ELM, 100 YARDS NORTH OF A VACANT (1945) FARMHOUSE,
 JE1084'37.6 FEET SOUTH OF THE CENTER LINE OF THE OLD ROADBED, 21
 JE1084'FEET NORTHEAST OF THE NORTHEAST EDGE OF A WELL CURB, 10.5
 JE1084'FEET NORTH OF THE WEST END OF A WIRE GATE, 1 FOOT EAST OF THE
 JE1084'FENCE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 JE1084'WITH THE ROADBED.  A STANDARD DISK, STAMPED N 277 1945 AND SET
 JE1084'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 JE1084
 JE1084                          STATION RECOVERY (1951)
 JE1084
 JE1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1108 ***********************************************************************
 JE1108  DESIGNATION -  N 278
 JE1108  PID         -  JE1108
 JE1108  STATE/COUNTY-  KS/MIAMI
 JE1108  USGS QUAD   -  LANE (1983)
 JE1108
 JE1108                         *CURRENT SURVEY CONTROL
 JE1108  ___________________________________________________________________
 JE1108* NAD 83(1986)-  38 25 39.     (N)    095 01 06.     (W)     SCALED    
 JE1108* NAVD 88     -       315.889  (meters)    1036.38   (feet)  ADJUSTED  
 JE1108  ___________________________________________________________________
 JE1108  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 JE1108  DYNAMIC HT  -         315.664 (meters)    1035.64  (feet)  COMP
 JE1108  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 JE1108
 JE1108  VERT ORDER  -  SECOND    CLASS 0
 JE1108
 JE1108.The horizontal coordinates were scaled from a topographic map and have
 JE1108.an estimated accuracy of +/- 6 seconds.
 JE1108
 JE1108.The orthometric height was determined by differential leveling
 JE1108.and adjusted by the National Geodetic Survey in June 1991..
 JE1108
 JE1108.The geoid height was determined by GEOID03.
 JE1108
 JE1108.The dynamic height is computed by dividing the NAVD 88
 JE1108.geopotential number by the normal gravity value computed on the
 JE1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1108.degrees latitude (g = 980.6199 gals.).
 JE1108
 JE1108.The modeled gravity was interpolated from observed gravity values.
 JE1108
 JE1108;                    North         East    Units  Estimated Accuracy
 JE1108;SPC KS S     -   601,110.      703,940.      MT  (+/- 180 meters Scaled)
 JE1108
 JE1108                          SUPERSEDED SURVEY CONTROL
 JE1108
 JE1108  NGVD 29 (??/??/92)  315.753  (m)         1035.93   (f) ADJ UNCH    2 0
 JE1108
 JE1108.Superseded values are not recommended for survey control.
 JE1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1108.See file dsdata.txt to determine how the superseded data were derived.
 JE1108
 JE1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC238551(NAD 83)
 JE1108_MARKER: DB = BENCH MARK DISK
 JE1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1108_STAMPING: N 278 1946
 JE1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1108+STABILITY: SURFACE MOTION
 JE1108
 JE1108  HISTORY     - Date     Condition        Report By
 JE1108  HISTORY     - 1946     MONUMENTED       CGS
 JE1108  HISTORY     - 1966     MARK NOT FOUND   USGS
 JE1108
 JE1108                          STATION DESCRIPTION
 JE1108
 JE1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JE1108'7.2 MI SW FROM OSAWATOMIE.
 JE1108'ALONG U.S. HIGHWAY NO. 169, 7.2 MILES SOUTHWEST OF THE MISSOURI
 JE1108'PACIFIC RAILROAD STATION IN OSAWATOMIE, NEAR A SECTION LINE,
 JE1108'75 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 26 FEET NORTHEAST
 JE1108'OF THE CENTER OF A GRAVELED COUNTY ROAD, 12 FEET NORTHEAST OF
 JE1108'A LINE FENCE, 2 FEET SOUTHWEST OF WITNESS POST.  THE DISK IS
 JE1108'SET IN THE TOP OF A CONCRETE POST, PROJECTING 4 INCHES.  NOTE-- MARK
 JE1108'BELIEVED TO BE DESTROYED DUE TO ROAD CONSTRUCTION.
 JE1108
 JE1108                          STATION RECOVERY (1966)
 JE1108
 JE1108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JE1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0468 ***********************************************************************
 JF0468  DESIGNATION -  N 279
 JF0468  PID         -  JF0468
 JF0468  STATE/COUNTY-  KS/DICKINSON
 JF0468  USGS QUAD   -  ABILENE (1979)
 JF0468
 JF0468                         *CURRENT SURVEY CONTROL
 JF0468  ___________________________________________________________________
 JF0468* NAD 83(1986)-  38 55 02.     (N)    097 12 49.     (W)     SCALED    
 JF0468* NAVD 88     -       353.411  (meters)    1159.48   (feet)  ADJUSTED  
 JF0468  ___________________________________________________________________
 JF0468  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 JF0468  DYNAMIC HT  -         353.167 (meters)    1158.68  (feet)  COMP
 JF0468  MODELED GRAV-     979,928.6   (mgal)                       NAVD 88
 JF0468
 JF0468  VERT ORDER  -  FIRST     CLASS II
 JF0468
 JF0468.The horizontal coordinates were scaled from a topographic map and have
 JF0468.an estimated accuracy of +/- 6 seconds.
 JF0468
 JF0468.The orthometric height was determined by differential leveling
 JF0468.and adjusted by the National Geodetic Survey in June 1991..
 JF0468
 JF0468.The geoid height was determined by GEOID03.
 JF0468
 JF0468.The dynamic height is computed by dividing the NAVD 88
 JF0468.geopotential number by the normal gravity value computed on the
 JF0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0468.degrees latitude (g = 980.6199 gals.).
 JF0468
 JF0468.The modeled gravity was interpolated from observed gravity values.
 JF0468
 JF0468;                    North         East    Units  Estimated Accuracy
 JF0468;SPC KS N     -    65,110.      468,200.      MT  (+/- 180 meters Scaled)
 JF0468
 JF0468                          SUPERSEDED SURVEY CONTROL
 JF0468
 JF0468  NGVD 29 (??/??/92)  353.308  (m)         1159.14   (f) ADJ UNCH    1 2
 JF0468
 JF0468.Superseded values are not recommended for survey control.
 JF0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0468.See file dsdata.txt to determine how the superseded data were derived.
 JF0468
 JF0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ548091(NAD 83)
 JF0468_MARKER: DB = BENCH MARK DISK
 JF0468_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JF0468_SP_SET: BUILDING
 JF0468_STAMPING: N 279 1947
 JF0468_MARK LOGO: CGS   
 JF0468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0468+STABILITY: POSITION/ELEVATION WELL
 JF0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF0468+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 JF0468
 JF0468  HISTORY     - Date     Condition        Report By
 JF0468  HISTORY     - 1947     MONUMENTED       CGS
 JF0468  HISTORY     - 1968     GOOD             NGS
 JF0468  HISTORY     - 1986     GOOD             NGS
 JF0468  HISTORY     - 20030714 GOOD             USPSQD
 JF0468  HISTORY     - 20050805 GOOD             GEOCAC
 JF0468
 JF0468                          STATION DESCRIPTION
 JF0468
 JF0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0468'AT ABILENE.
 JF0468'AT ABILENE, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF
 JF0468'BUCKEYE AVENUE AND NORTHEAST THIRD STREET, IN THE WEST WALL
 JF0468'OF AND AT THE NORTHWEST CORNER OF THE POST OFFICE, 2.5 FEET
 JF0468'ABOVE THE GRANITE FOUNDATION AND WATER TABLE AND 1.0 FOOT SOUTH
 JF0468'OF THE NORTHWEST CORNER OF THE BUILDING, SET VERTICALLY IN THE
 JF0468'LIMESTONE WALL.
 JF0468
 JF0468                          STATION RECOVERY (1968)
 JF0468
 JF0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0468'RECOVERED IN GOOD CONDITION.
 JF0468
 JF0468                          STATION RECOVERY (1986)
 JF0468
 JF0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0468'RECOVERED IN GOOD CONDITION.
 JF0468
 JF0468                          STATION RECOVERY (2003)
 JF0468
 JF0468'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 JF0468'RECOVERED AS DESCRIBED
 JF0468
 JF0468                          STATION RECOVERY (2005)
 JF0468
 JF0468'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JF0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0509 ***********************************************************************
 JG0509  DESIGNATION -  N 28
 JG0509  PID         -  JG0509
 JG0509  STATE/COUNTY-  KS/HODGEMAN
 JG0509  USGS QUAD   -  HANSTON NW (1970)
 JG0509
 JG0509                         *CURRENT SURVEY CONTROL
 JG0509  ___________________________________________________________________
 JG0509* NAD 83(1986)-  38 08 35.     (N)    099 40 45.     (W)     SCALED    
 JG0509* NAVD 88     -       654.089  (meters)    2145.96   (feet)  ADJUSTED  
 JG0509  ___________________________________________________________________
 JG0509  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0509  DYNAMIC HT  -         653.555 (meters)    2144.20  (feet)  COMP
 JG0509  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 JG0509
 JG0509  VERT ORDER  -  SECOND    CLASS 0
 JG0509
 JG0509.The horizontal coordinates were scaled from a topographic map and have
 JG0509.an estimated accuracy of +/- 6 seconds.
 JG0509
 JG0509.The orthometric height was determined by differential leveling
 JG0509.and adjusted by the National Geodetic Survey in June 1991..
 JG0509
 JG0509.The geoid height was determined by GEOID03.
 JG0509
 JG0509.The dynamic height is computed by dividing the NAVD 88
 JG0509.geopotential number by the normal gravity value computed on the
 JG0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0509.degrees latitude (g = 980.6199 gals.).
 JG0509
 JG0509.The modeled gravity was interpolated from observed gravity values.
 JG0509
 JG0509;                    North         East    Units  Estimated Accuracy
 JG0509;SPC KS S     -   564,510.      296,640.      MT  (+/- 180 meters Scaled)
 JG0509
 JG0509                          SUPERSEDED SURVEY CONTROL
 JG0509
 JG0509  NGVD 29 (??/??/92)  653.868  (m)         2145.23   (f) ADJ UNCH    2 0
 JG0509
 JG0509.Superseded values are not recommended for survey control.
 JG0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0509.See file dsdata.txt to determine how the superseded data were derived.
 JG0509
 JG0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH404219(NAD 83)
 JG0509_MARKER: DB = BENCH MARK DISK
 JG0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0509_STAMPING: N 28 1934
 JG0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0509+STABILITY: SURFACE MOTION
 JG0509
 JG0509  HISTORY     - Date     Condition        Report By
 JG0509  HISTORY     - 1934     MONUMENTED       CGS
 JG0509  HISTORY     - 1956     GOOD             USGS
 JG0509
 JG0509                          STATION DESCRIPTION
 JG0509
 JG0509'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JG0509'2.4 MI E FROM HANSTON.
 JG0509'2.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0509'FROM HANSTON, HODGEMAN COUNTY, 65 FEET SOUTHWEST OF MILEPOST
 JG0509'33, NEAR THE NORTHWEST CORNER OF SECTION 18, T 22 S, R 21 W,
 JG0509'28 FEET EAST OF THE CENTER OF A SECTION ROAD, AND 45 FEET
 JG0509'SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 JG0509'STAMPED N 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JG0509'NOTE-- THE MILEPOSTS HAVE BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0190 ***********************************************************************
 KE0190  DESIGNATION -  N 280
 KE0190  PID         -  KE0190
 KE0190  STATE/COUNTY-  KS/WYANDOTTE
 KE0190  USGS QUAD   -  WOLCOTT (1975)
 KE0190
 KE0190                         *CURRENT SURVEY CONTROL
 KE0190  ___________________________________________________________________
 KE0190* NAD 83(1986)-  39 13 09.     (N)    094 50 19.     (W)     SCALED    
 KE0190* NAVD 88     -       235.210  (meters)     771.68   (feet)  ADJUSTED  
 KE0190  ___________________________________________________________________
 KE0190  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KE0190  DYNAMIC HT  -         235.059 (meters)     771.19  (feet)  COMP
 KE0190  MODELED GRAV-     979,982.1   (mgal)                       NAVD 88
 KE0190
 KE0190  VERT ORDER  -  FIRST     CLASS II
 KE0190
 KE0190.The horizontal coordinates were scaled from a topographic map and have
 KE0190.an estimated accuracy of +/- 6 seconds.
 KE0190
 KE0190.The orthometric height was determined by differential leveling
 KE0190.and adjusted by the National Geodetic Survey in June 1991..
 KE0190
 KE0190.The geoid height was determined by GEOID03.
 KE0190
 KE0190.The dynamic height is computed by dividing the NAVD 88
 KE0190.geopotential number by the normal gravity value computed on the
 KE0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0190.degrees latitude (g = 980.6199 gals.).
 KE0190
 KE0190.The modeled gravity was interpolated from observed gravity values.
 KE0190
 KE0190;                    North         East    Units  Estimated Accuracy
 KE0190;SPC KS N     -   103,100.      672,950.      MT  (+/- 180 meters Scaled)
 KE0190
 KE0190                          SUPERSEDED SURVEY CONTROL
 KE0190
 KE0190  NGVD 29 (??/??/92)  235.123  (m)          771.40   (f) ADJ UNCH    1 2
 KE0190
 KE0190.Superseded values are not recommended for survey control.
 KE0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0190.See file dsdata.txt to determine how the superseded data were derived.
 KE0190
 KE0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD412427(NAD 83)
 KE0190_MARKER: DB = BENCH MARK DISK
 KE0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0190_STAMPING: N 280 1948
 KE0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0190+STABILITY: SURFACE MOTION
 KE0190
 KE0190  HISTORY     - Date     Condition        Report By
 KE0190  HISTORY     - 1948     MONUMENTED       CGS
 KE0190  HISTORY     - 1951     GOOD             NGS
 KE0190  HISTORY     - 1983     MARK NOT FOUND   USGS
 KE0190
 KE0190                          STATION DESCRIPTION
 KE0190
 KE0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0190'2.8 MI NW FROM WOLCOTT.
 KE0190'2.8 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0190'STATION AT WOLCOTT, ABOUT 750.0 FEET WEST OF BRIDGE 79 OVER LITTLE
 KE0190'SNELL CREEK, ABOUT 500.0 FEET SOUTHWEST OF THE MISSOURI PACIFIC
 KE0190'TRACK, SET IN THE G.W. BROWN FARMYARD (PLACE IS NOW OCCUPIED
 KE0190'BY O.L. HALL) AT THE WEST CORNER OF AND ON THE NORTHWEST SIDE OF
 KE0190'A BARN, 123.0 FEET EAST OF THE SOUTHWEST CORNER OF THE FARMHOUSE,
 KE0190'55.3 FEET EAST OF THE EAST LEG OF A WINDMILL, 37.0 FEET SOUTHWEST
 KE0190'OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVE, AND SET IN THE
 KE0190'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KE0190'NOTE-- WINDMILL IS GONE
 KE0190
 KE0190                          STATION RECOVERY (1951)
 KE0190
 KE0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0190'RECOVERED IN GOOD CONDITION.
 KE0190
 KE0190                          STATION RECOVERY (1983)
 KE0190
 KE0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KE0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0495 ***********************************************************************
 KE0495  DESIGNATION -  N 281
 KE0495  PID         -  KE0495
 KE0495  STATE/COUNTY-  KS/ATCHISON
 KE0495  USGS QUAD   -  ATCHISON EAST (1984)
 KE0495
 KE0495                         *CURRENT SURVEY CONTROL
 KE0495  ___________________________________________________________________
 KE0495* NAD 83(1986)-  39 33 03.     (N)    095 06 54.     (W)     SCALED    
 KE0495* NAVD 88     -       247.281  (meters)     811.29   (feet)  ADJUSTED  
 KE0495  ___________________________________________________________________
 KE0495  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 KE0495  DYNAMIC HT  -         247.131 (meters)     810.80  (feet)  COMP
 KE0495  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 KE0495
 KE0495  VERT ORDER  -  FIRST     CLASS II
 KE0495
 KE0495.The horizontal coordinates were scaled from a topographic map and have
 KE0495.an estimated accuracy of +/- 6 seconds.
 KE0495
 KE0495.The orthometric height was determined by differential leveling
 KE0495.and adjusted by the National Geodetic Survey in June 1991..
 KE0495
 KE0495.The geoid height was determined by GEOID03.
 KE0495
 KE0495.The dynamic height is computed by dividing the NAVD 88
 KE0495.geopotential number by the normal gravity value computed on the
 KE0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0495.degrees latitude (g = 980.6199 gals.).
 KE0495
 KE0495.The modeled gravity was interpolated from observed gravity values.
 KE0495
 KE0495;                    North         East    Units  Estimated Accuracy
 KE0495;SPC KS N     -   139,110.      647,920.      MT  (+/- 180 meters Scaled)
 KE0495
 KE0495                          SUPERSEDED SURVEY CONTROL
 KE0495
 KE0495  NGVD 29 (??/??/92)  247.180  (m)          810.96   (f) ADJ UNCH    1 2
 KE0495
 KE0495.Superseded values are not recommended for survey control.
 KE0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0495.See file dsdata.txt to determine how the superseded data were derived.
 KE0495
 KE0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD182800(NAD 83)
 KE0495_MARKER: DB = BENCH MARK DISK
 KE0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0495_STAMPING: N 281 1948
 KE0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0495+STABILITY: SURFACE MOTION
 KE0495
 KE0495  HISTORY     - Date     Condition        Report By
 KE0495  HISTORY     - 1948     MONUMENTED       CGS
 KE0495  HISTORY     - 1957     GOOD             NGS
 KE0495  HISTORY     - 19890820 MARK NOT FOUND   NGS
 KE0495
 KE0495                          STATION DESCRIPTION
 KE0495
 KE0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0495'AT ATCHISON.
 KE0495'AT ATCHISON, AT 1011 SOUTH SECOND STREET, IN THE YARD OF JIM
 KE0495'MACKENHAY, 93.7 FEET WEST OF THE WEST RAIL OF THE MISSOURI
 KE0495'PACIFIC RAILWAY TRACK, 2 1/2 POLES SOUTH OF MILEPOST 330,
 KE0495'APPROXIMATELY 200.0 FEET WEST OF THE MISSOURI RIVER BANK,
 KE0495'25.0 FEET WEST OF THE CENTER LINE OF A ROAD, 16.0 FEET NORTH
 KE0495'OF THE NORTHWEST CORNER OF MR. MACKENHAYS RESIDENCE, 1.4 FEET
 KE0495'EAST OF A REFERENCE POST, APPROXIMATELY 20.0 FEET ABOVE THE
 KE0495'LEVEL OF THE RAILWAY TRACK, AND SET IN THE TOP OF A CONCRETE
 KE0495'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.  MARK IS 0.7 MILE
 KE0495'SOUTH OF THE RAILROAD STATION.
 KE0495
 KE0495                          STATION RECOVERY (1957)
 KE0495
 KE0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0495'RECOVERED IN GOOD CONDITION.
 KE0495
 KE0495                          STATION RECOVERY (1989)
 KE0495
 KE0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0239 ***********************************************************************
 HE0239  DESIGNATION -  N 282
 HE0239  PID         -  HE0239
 HE0239  STATE/COUNTY-  KS/CRAWFORD
 HE0239  USGS QUAD   -  PITTSBURG (1978)
 HE0239
 HE0239                         *CURRENT SURVEY CONTROL
 HE0239  ___________________________________________________________________
 HE0239* NAD 83(1986)-  37 26 35.     (N)    094 43 54.     (W)     SCALED    
 HE0239* NAVD 88     -       286.14   (+/-2cm)     938.8    (feet)  VERTCON   
 HE0239  ___________________________________________________________________
 HE0239  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HE0239
 HE0239  VERT ORDER  -  THIRD (See Below)
 HE0239
 HE0239.This mark is at Atkinson Municipal Airport (PTS)
 HE0239
 HE0239.The horizontal coordinates were scaled from a topographic map and have
 HE0239.an estimated accuracy of +/- 6 seconds.
 HE0239
 HE0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0239.The vertical order pertains to the NGVD 29 superseded value.
 HE0239
 HE0239.The geoid height was determined by GEOID03.
 HE0239
 HE0239;                    North         East    Units  Estimated Accuracy
 HE0239;SPC KS S     -   492,910.      733,370.      MT  (+/- 180 meters Scaled)
 HE0239
 HE0239                          SUPERSEDED SURVEY CONTROL
 HE0239
 HE0239  NGVD 29 (??/??/??)  286.02   (m)          938.4    (f) RESET       3  
 HE0239
 HE0239.Superseded values are not recommended for survey control.
 HE0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0239.See file dsdata.txt to determine how the superseded data were derived.
 HE0239
 HE0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB468454(NAD 83)
 HE0239_MARKER: DB = BENCH MARK DISK
 HE0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0239_STAMPING: N 282 1953
 HE0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0239+STABILITY: SURFACE MOTION
 HE0239
 HE0239  HISTORY     - Date     Condition        Report By
 HE0239  HISTORY     - 1953     MONUMENTED       CGS
 HE0239
 HE0239                          STATION DESCRIPTION
 HE0239
 HE0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HE0239'3 MI NW FROM PITTSBURG.
 HE0239'3.0 MILES NORTHWEST OF PITTSBURG, CRAWFORD COUNTY, AT THE ATKINSON
 HE0239'MUNICIPAL AIRPORT, ON THE NORTH SIDE OF THE TERMINAL, 3 FEET
 HE0239'WEST OF THE EXIT TO THE PLANES, 2.7 FEET NORTH OF THE BUILDING,
 HE0239'10 FEET NORTHEAST OF A NORTHWEST CORNER OF THE BUILDING.  A
 HE0239'STANDARD DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0434 ***********************************************************************
 JF0434  DESIGNATION -  N 283
 JF0434  PID         -  JF0434
 JF0434  STATE/COUNTY-  KS/DICKINSON
 JF0434  USGS QUAD   -  KANSAS FALLS (1978)
 JF0434
 JF0434                         *CURRENT SURVEY CONTROL
 JF0434  ___________________________________________________________________
 JF0434* NAD 83(1986)-  38 58 44.     (N)    096 58 00.     (W)     SCALED    
 JF0434* NAVD 88     -       336.581  (meters)    1104.27   (feet)  ADJUSTED  
 JF0434  ___________________________________________________________________
 JF0434  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 JF0434  DYNAMIC HT  -         336.346 (meters)    1103.50  (feet)  COMP
 JF0434  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 JF0434
 JF0434  VERT ORDER  -  FIRST     CLASS II
 JF0434
 JF0434.The horizontal coordinates were scaled from a topographic map and have
 JF0434.an estimated accuracy of +/- 6 seconds.
 JF0434
 JF0434.The orthometric height was determined by differential leveling
 JF0434.and adjusted by the National Geodetic Survey in June 1991..
 JF0434
 JF0434.The geoid height was determined by GEOID03.
 JF0434
 JF0434.The dynamic height is computed by dividing the NAVD 88
 JF0434.geopotential number by the normal gravity value computed on the
 JF0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0434.degrees latitude (g = 980.6199 gals.).
 JF0434
 JF0434.The modeled gravity was interpolated from observed gravity values.
 JF0434
 JF0434;                    North         East    Units  Estimated Accuracy
 JF0434;SPC KS N     -    72,170.      489,540.      MT  (+/- 180 meters Scaled)
 JF0434
 JF0434                          SUPERSEDED SURVEY CONTROL
 JF0434
 JF0434  NGVD 29 (??/??/92)  336.458  (m)         1103.86   (f) ADJ UNCH    1 2
 JF0434
 JF0434.Superseded values are not recommended for survey control.
 JF0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0434.See file dsdata.txt to determine how the superseded data were derived.
 JF0434
 JF0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ761164(NAD 83)
 JF0434_MARKER: DB = BENCH MARK DISK
 JF0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0434_STAMPING: N 283 1947
 JF0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0434+STABILITY: SURFACE MOTION
 JF0434
 JF0434  HISTORY     - Date     Condition        Report By
 JF0434  HISTORY     - 1947     MONUMENTED       CGS
 JF0434
 JF0434                          STATION DESCRIPTION
 JF0434
 JF0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0434'2.9 MI E FROM CHAPMAN.
 JF0434'2.9 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 JF0434'AT CHAPMAN, AT A PRIVATE ROAD CROSSING, 104.0 FEET WEST OF THE
 JF0434'CENTER LINE OF THE ROAD, 41.0 FEET SOUTH OF THE CENTER LINE OF
 JF0434'U.S. HIGHWAY 40, 36.9 FEET NORTH OF THE NORTH RAIL OF THE TRACK,
 JF0434'8.5 FEET SOUTH OF A FENCE, 5.0 FEET WEST OF THE SIXTEENTH POLE
 JF0434'WEST OF MILEPOST 149 AND 1.0 FOOT SOUTH OF A POINT IN LINE WITH
 JF0434'THE ROW OF POLES, 1.0 FOOT EAST OF A REFERENCE POST, SET IN THE
 JF0434'TOP OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0552 ***********************************************************************
 KF0552  DESIGNATION -  N 286
 KF0552  PID         -  KF0552
 KF0552  STATE/COUNTY-  KS/CLOUD
 KF0552  USGS QUAD   -  CONCORDIA (1980)
 KF0552
 KF0552                         *CURRENT SURVEY CONTROL
 KF0552  ___________________________________________________________________
 KF0552* NAD 83(1986)-  39 33 25.     (N)    097 39 27.     (W)     SCALED    
 KF0552* NAVD 88     -       445.602  (meters)    1461.95   (feet)  ADJUSTED  
 KF0552  ___________________________________________________________________
 KF0552  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 KF0552  DYNAMIC HT  -         445.320 (meters)    1461.02  (feet)  COMP
 KF0552  MODELED GRAV-     979,981.6   (mgal)                       NAVD 88
 KF0552
 KF0552  VERT ORDER  -  FIRST     CLASS II
 KF0552
 KF0552.This mark is at Blosser Municipal Airport (CNK)
 KF0552
 KF0552.The horizontal coordinates were scaled from a topographic map and have
 KF0552.an estimated accuracy of +/- 6 seconds.
 KF0552
 KF0552.The orthometric height was determined by differential leveling
 KF0552.and adjusted by the National Geodetic Survey in June 1991..
 KF0552
 KF0552.The geoid height was determined by GEOID03.
 KF0552
 KF0552.The dynamic height is computed by dividing the NAVD 88
 KF0552.geopotential number by the normal gravity value computed on the
 KF0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0552.degrees latitude (g = 980.6199 gals.).
 KF0552
 KF0552.The modeled gravity was interpolated from observed gravity values.
 KF0552
 KF0552;                    North         East    Units  Estimated Accuracy
 KF0552;SPC KS N     -   135,890.      429,440.      MT  (+/- 180 meters Scaled)
 KF0552
 KF0552                          SUPERSEDED SURVEY CONTROL
 KF0552
 KF0552  NGVD 29 (??/??/92)  445.456  (m)         1461.47   (f) ADJ UNCH    1 2
 KF0552
 KF0552.Superseded values are not recommended for survey control.
 KF0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0552.See file dsdata.txt to determine how the superseded data were derived.
 KF0552
 KF0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ153794(NAD 83)
 KF0552_MARKER: DB = BENCH MARK DISK
 KF0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0552_STAMPING: N 286 1947
 KF0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0552+STABILITY: SURFACE MOTION
 KF0552
 KF0552  HISTORY     - Date     Condition        Report By
 KF0552  HISTORY     - 1947     MONUMENTED       CGS
 KF0552  HISTORY     - 1965     MARK NOT FOUND   USGS
 KF0552
 KF0552                          STATION DESCRIPTION
 KF0552
 KF0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0552'1.1 MI N FROM CONCORDIA.
 KF0552'1.1 MILES SOUTH ALONG U.S. HIGHWAY NO. 81 FROM THE POST OFFICE
 KF0552'AT CONCORDIA, AT THE BLOSSER AIRPORT, 56.2 FEET SOUTH OF THE
 KF0552'SOUTHEAST CORNER OF THE HANGAR WHICH IS NOW USED AS A WAR SURPLUS
 KF0552'STORE, 2.7 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE IRON
 KF0552'TOP OF A MANHOLE COVER, 2.3 FEET NORTHEAST OF THE SOUTHEAST
 KF0552'CORNER OF THE IRON TOP OF A MANHOLE COVER, SET IN THE TOP OF A
 KF0552'CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- THE WAR SURPLUS
 KF0552'STORE HAS BEEN TORN DOWN AND THE NEW NATIONAL GUARD BUILDING
 KF0552'HAS BEEN BUILT NEAR THE SITE.  THE ELEV. PLACES THE BM DOWN HILL
 KF0552'FROM THE NEW BLDG. BUT THE DESC. REF. ARE GONE.  LOCAL RESIDENTS
 KF0552'THAT WERE FAMILIAR WITH THE AREA COULD NOT HELP.
 KF0552
 KF0552                          STATION RECOVERY (1965)
 KF0552
 KF0552'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KF0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0436 ***********************************************************************
 KF0436  DESIGNATION -  N 287
 KF0436  PID         -  KF0436
 KF0436  STATE/COUNTY-  KS/CLOUD
 KF0436  USGS QUAD   -  MILTONVALE (1964)
 KF0436
 KF0436                         *CURRENT SURVEY CONTROL
 KF0436  ___________________________________________________________________
 KF0436* NAD 83(1986)-  39 21 00.     (N)    097 27 45.     (W)     SCALED    
 KF0436* NAVD 88     -       424.098  (meters)    1391.39   (feet)  ADJUSTED  
 KF0436  ___________________________________________________________________
 KF0436  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 KF0436  DYNAMIC HT  -         423.836 (meters)    1390.54  (feet)  COMP
 KF0436  MODELED GRAV-     979,997.1   (mgal)                       NAVD 88
 KF0436
 KF0436  VERT ORDER  -  FIRST     CLASS II
 KF0436
 KF0436.The horizontal coordinates were scaled from a topographic map and have
 KF0436.an estimated accuracy of +/- 6 seconds.
 KF0436
 KF0436.The orthometric height was determined by differential leveling
 KF0436.and adjusted by the National Geodetic Survey in June 1991..
 KF0436
 KF0436.The geoid height was determined by GEOID03.
 KF0436
 KF0436.The dynamic height is computed by dividing the NAVD 88
 KF0436.geopotential number by the normal gravity value computed on the
 KF0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0436.degrees latitude (g = 980.6199 gals.).
 KF0436
 KF0436.The modeled gravity was interpolated from observed gravity values.
 KF0436
 KF0436;                    North         East    Units  Estimated Accuracy
 KF0436;SPC KS N     -   113,000.      446,330.      MT  (+/- 180 meters Scaled)
 KF0436
 KF0436                          SUPERSEDED SURVEY CONTROL
 KF0436
 KF0436  NGVD 29 (??/??/92)  423.979  (m)         1391.00   (f) ADJ UNCH    1 2
 KF0436
 KF0436.Superseded values are not recommended for survey control.
 KF0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0436.See file dsdata.txt to determine how the superseded data were derived.
 KF0436
 KF0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ324567(NAD 83)
 KF0436_MARKER: DB = BENCH MARK DISK
 KF0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0436_SP_SET: ABUTMENT
 KF0436_STAMPING: N 287 1947
 KF0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0436
 KF0436  HISTORY     - Date     Condition        Report By
 KF0436  HISTORY     - 1947     MONUMENTED       CGS
 KF0436
 KF0436                          STATION DESCRIPTION
 KF0436
 KF0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0436'1 MI NW FROM MILTONVALE.
 KF0436'0.9 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0436'RAILROAD FROM THE STATION AT MILTONVALE, THENCE 0.1 MILE WEST
 KF0436'ALONG U.S. HIGHWAY 24, SET IN THE SOUTH CORNER OF THE WEST
 KF0436'ABUTMENT OF A STEEL BRIDGE, ABOUT 200.0 FEET EAST OF A SIDE
 KF0436'ROAD LEADING SOUTH, 14.0 FEET SOUTH OF THE CENTER LINE OF THE
 KF0436'HIGHWAY, 0.8 FOOT SOUTHWEST OF THE NORTHEAST END OF THE WINGWALL,
 KF0436'0.8 FOOT ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0592 ***********************************************************************
 KF0592  DESIGNATION -  N 288
 KF0592  PID         -  KF0592
 KF0592  STATE/COUNTY-  KS/JEWELL
 KF0592  USGS QUAD   -  COURTLAND (1969)
 KF0592
 KF0592                         *CURRENT SURVEY CONTROL
 KF0592  ___________________________________________________________________
 KF0592* NAD 83(1986)-  39 51 14.     (N)    097 58 07.     (W)     SCALED    
 KF0592* NAVD 88     -       473.764  (meters)    1554.34   (feet)  ADJUSTED  
 KF0592  ___________________________________________________________________
 KF0592  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 KF0592  DYNAMIC HT  -         473.486 (meters)    1553.43  (feet)  COMP
 KF0592  MODELED GRAV-     980,024.5   (mgal)                       NAVD 88
 KF0592
 KF0592  VERT ORDER  -  FIRST     CLASS II
 KF0592
 KF0592.The horizontal coordinates were scaled from a topographic map and have
 KF0592.an estimated accuracy of +/- 6 seconds.
 KF0592
 KF0592.The orthometric height was determined by differential leveling
 KF0592.and adjusted by the National Geodetic Survey in June 1991..
 KF0592
 KF0592.The geoid height was determined by GEOID03.
 KF0592
 KF0592.The dynamic height is computed by dividing the NAVD 88
 KF0592.geopotential number by the normal gravity value computed on the
 KF0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0592.degrees latitude (g = 980.6199 gals.).
 KF0592
 KF0592.The modeled gravity was interpolated from observed gravity values.
 KF0592
 KF0592;                    North         East    Units  Estimated Accuracy
 KF0592;SPC KS N     -   168,810.      402,690.      MT  (+/- 180 meters Scaled)
 KF0592
 KF0592                          SUPERSEDED SURVEY CONTROL
 KF0592
 KF0592  NGVD 29 (??/??/92)  473.606  (m)         1553.82   (f) ADJ UNCH    1 2
 KF0592
 KF0592.Superseded values are not recommended for survey control.
 KF0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0592.See file dsdata.txt to determine how the superseded data were derived.
 KF0592
 KF0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK882120(NAD 83)
 KF0592_MARKER: DB = BENCH MARK DISK
 KF0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0592_STAMPING: N 288 1947
 KF0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0592+STABILITY: SURFACE MOTION
 KF0592
 KF0592  HISTORY     - Date     Condition        Report By
 KF0592  HISTORY     - 1947     MONUMENTED       CGS
 KF0592
 KF0592                          STATION DESCRIPTION
 KF0592
 KF0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0592'1.2 MI SE FROM LOVEWELL.
 KF0592'1.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0592'RAILROAD FROM THE STATION AT LOVEWELL, 103.0 FEET NORTH OF
 KF0592'MILEPOST 140, 45.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 KF0592'THE TRACK, 1.6 FEET SOUTHWEST OF A FENCE, 1.6 FEET NORTHWEST OF
 KF0592'A REFERENCE POST, ABOUT 3.0 FEET HIGHER THAN THE TRACK, SET
 KF0592'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 KF0592'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0409 ***********************************************************************
 KF0409  DESIGNATION -  N 289
 KF0409  PID         -  KF0409
 KF0409  STATE/COUNTY-  KS/DICKINSON
 KF0409  USGS QUAD   -  MANCHESTER (1965)
 KF0409
 KF0409                         *CURRENT SURVEY CONTROL
 KF0409  ___________________________________________________________________
 KF0409* NAD 83(1986)-  39 03 37.     (N)    097 17 35.     (W)     SCALED    
 KF0409* NAVD 88     -       378.392  (meters)    1241.44   (feet)  ADJUSTED  
 KF0409  ___________________________________________________________________
 KF0409  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 KF0409  DYNAMIC HT  -         378.152 (meters)    1240.65  (feet)  COMP
 KF0409  MODELED GRAV-     979,981.7   (mgal)                       NAVD 88
 KF0409
 KF0409  VERT ORDER  -  FIRST     CLASS II
 KF0409
 KF0409.The horizontal coordinates were scaled from a topographic map and have
 KF0409.an estimated accuracy of +/- 6 seconds.
 KF0409
 KF0409.The orthometric height was determined by differential leveling
 KF0409.and adjusted by the National Geodetic Survey in June 1991..
 KF0409
 KF0409.The geoid height was determined by GEOID03.
 KF0409
 KF0409.The dynamic height is computed by dividing the NAVD 88
 KF0409.geopotential number by the normal gravity value computed on the
 KF0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0409.degrees latitude (g = 980.6199 gals.).
 KF0409
 KF0409.The modeled gravity was interpolated from observed gravity values.
 KF0409
 KF0409;                    North         East    Units  Estimated Accuracy
 KF0409;SPC KS N     -    80,940.      461,190.      MT  (+/- 180 meters Scaled)
 KF0409
 KF0409                          SUPERSEDED SURVEY CONTROL
 KF0409
 KF0409  NGVD 29 (??/??/92)  378.296  (m)         1241.13   (f) ADJ UNCH    1 2
 KF0409
 KF0409.Superseded values are not recommended for survey control.
 KF0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0409.See file dsdata.txt to determine how the superseded data were derived.
 KF0409
 KF0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ476248(NAD 83)
 KF0409_MARKER: DB = BENCH MARK DISK
 KF0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0409_STAMPING: N 289 1947
 KF0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0409+STABILITY: SURFACE MOTION
 KF0409
 KF0409  HISTORY     - Date     Condition        Report By
 KF0409  HISTORY     - 1947     MONUMENTED       CGS
 KF0409
 KF0409                          STATION DESCRIPTION
 KF0409
 KF0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0409'2.9 MI SE FROM MANCHESTER.
 KF0409'2.9 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0409'RAILROAD FROM THE STATION AT MANCHESTER, AT A ROAD CROSSING,
 KF0409'37.2 FEET NORTHWEST OF MILEPOST 70, 25.5 FEET SOUTHWEST OF THE
 KF0409'SOUTHWEST RAIL OF THE TRACK, 60.0 FEET SOUTH OF THE CENTER
 KF0409'LINE OF THE ROAD, 2.0 FEET NORTHEAST OF A FENCE, 1.3 FEET
 KF0409'NORTHWEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE
 KF0409'POST WHICH PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0459 ***********************************************************************
 JG0459  DESIGNATION -  N 29
 JG0459  PID         -  JG0459
 JG0459  STATE/COUNTY-  KS/PAWNEE
 JG0459  USGS QUAD   -  ALBERT SE (1970)
 JG0459
 JG0459                         *CURRENT SURVEY CONTROL
 JG0459  ___________________________________________________________________
 JG0459* NAD 83(1986)-  38 15 07.     (N)    099 00 16.     (W)     SCALED    
 JG0459* NAVD 88     -       596.702  (meters)    1957.68   (feet)  ADJUSTED  
 JG0459  ___________________________________________________________________
 JG0459  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 JG0459  DYNAMIC HT  -         596.244 (meters)    1956.18  (feet)  COMP
 JG0459  MODELED GRAV-     979,842.3   (mgal)                       NAVD 88
 JG0459
 JG0459  VERT ORDER  -  SECOND    CLASS 0
 JG0459
 JG0459.The horizontal coordinates were scaled from a topographic map and have
 JG0459.an estimated accuracy of +/- 6 seconds.
 JG0459
 JG0459.The orthometric height was determined by differential leveling
 JG0459.and adjusted by the National Geodetic Survey in June 1991..
 JG0459
 JG0459.The geoid height was determined by GEOID03.
 JG0459
 JG0459.The dynamic height is computed by dividing the NAVD 88
 JG0459.geopotential number by the normal gravity value computed on the
 JG0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0459.degrees latitude (g = 980.6199 gals.).
 JG0459
 JG0459.The modeled gravity was interpolated from observed gravity values.
 JG0459
 JG0459;                    North         East    Units  Estimated Accuracy
 JG0459;SPC KS S     -   576,060.      355,850.      MT  (+/- 180 meters Scaled)
 JG0459
 JG0459                          SUPERSEDED SURVEY CONTROL
 JG0459
 JG0459  NGVD 29 (??/??/92)  596.541  (m)         1957.15   (f) ADJ UNCH    2 0
 JG0459
 JG0459.Superseded values are not recommended for survey control.
 JG0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0459.See file dsdata.txt to determine how the superseded data were derived.
 JG0459
 JG0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH996337(NAD 83)
 JG0459_MARKER: DB = BENCH MARK DISK
 JG0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0459_STAMPING: N 29 1934
 JG0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0459+STABILITY: SURFACE MOTION
 JG0459
 JG0459  HISTORY     - Date     Condition        Report By
 JG0459  HISTORY     - 1934     MONUMENTED       CGS
 JG0459
 JG0459                          STATION DESCRIPTION
 JG0459
 JG0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0459'1.6 MI W FROM PAWNEE ROCK.
 JG0459'IN PAWNEE COUNTY, 1.6 MILES WEST ALONG THE ATCHISON, TOPEKA
 JG0459'AND SANTA FE RAILWAY FROM PAWNEE ROCK, BARTON COUNTY, ABOUT
 JG0459'3,200 FEET WEST OF MILEPOST 284, 47 FEET SOUTHEAST OF THE CENTER
 JG0459'OF A COUNTY ROAD CROSSING, AND 26 FEET NORTHEAST OF THE CENTERLINE
 JG0459'OF THE ROAD.  A STANDARD DISK, STAMPED N 29 1934 AND SET IN THE
 JG0459'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0504 ***********************************************************************
 JF0504  DESIGNATION -  N 290
 JF0504  PID         -  JF0504
 JF0504  STATE/COUNTY-  KS/SALINE
 JF0504  USGS QUAD   -  NILES (1978)
 JF0504
 JF0504                         *CURRENT SURVEY CONTROL
 JF0504  ___________________________________________________________________
 JF0504* NAD 83(1986)-  38 54 22.     (N)    097 24 58.     (W)     SCALED    
 JF0504* NAVD 88     -       357.833  (meters)    1173.99   (feet)  POSTED    
 JF0504  ___________________________________________________________________
 JF0504  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 JF0504  DYNAMIC HT  -         357.600 (meters)    1173.23  (feet)  COMP
 JF0504  MODELED GRAV-     979,960.0   (mgal)                       NAVD 88
 JF0504
 JF0504  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0504
 JF0504.The horizontal coordinates were scaled from a topographic map and have
 JF0504.an estimated accuracy of +/- 6 seconds.
 JF0504
 JF0504.The orthometric height was determined by differential leveling
 JF0504.and adjusted by the National Geodetic Survey in 1992..
 JF0504.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0504.rate of 0.0 thru 1.0 mm/km.
 JF0504
 JF0504.The geoid height was determined by GEOID03.
 JF0504
 JF0504.The dynamic height is computed by dividing the NAVD 88
 JF0504.geopotential number by the normal gravity value computed on the
 JF0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0504.degrees latitude (g = 980.6199 gals.).
 JF0504
 JF0504.The modeled gravity was interpolated from observed gravity values.
 JF0504
 JF0504;                    North         East    Units  Estimated Accuracy
 JF0504;SPC KS N     -    63,750.      450,650.      MT  (+/- 180 meters Scaled)
 JF0504
 JF0504                          SUPERSEDED SURVEY CONTROL
 JF0504
 JF0504  NGVD 29 (??/??/92)  357.735  (m)         1173.67   (f) ADJ UNCH    1 2
 JF0504
 JF0504.Superseded values are not recommended for survey control.
 JF0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0504.See file dsdata.txt to determine how the superseded data were derived.
 JF0504
 JF0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ373075(NAD 83)
 JF0504_MARKER: DB = BENCH MARK DISK
 JF0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0504_STAMPING: N 290 1947
 JF0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0504+STABILITY: SURFACE MOTION
 JF0504
 JF0504  HISTORY     - Date     Condition        Report By
 JF0504  HISTORY     - 1947     MONUMENTED       CGS
 JF0504  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0504
 JF0504                          STATION DESCRIPTION
 JF0504
 JF0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0504'2.8 MI SW FROM SOLOMON.
 JF0504'2.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0504'STATION AT SOLOMON, BETWEEN THE TRACK AND U.S. HIGHWAY NO. 40,
 JF0504'47.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 21.6
 JF0504'FEET WEST SOUTHWEST OF THE 1ST POLE SOUTHWEST OF MILEPOST 175,
 JF0504'1.2 FEET SOUTHEAST OF A FENCE, 1.8 FEET SOUTHWEST OF A
 JF0504'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JF0504'0.5 FOOT ABOVE THE GROUND.
 JF0504
 JF0504                          STATION RECOVERY (1986)
 JF0504
 JF0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1000 ***********************************************************************
 JF1000  DESIGNATION -  N 291
 JF1000  PID         -  JF1000
 JF1000  STATE/COUNTY-  KS/SALINE
 JF1000  USGS QUAD   -  BROOKVILLE SW (1979)
 JF1000
 JF1000                         *CURRENT SURVEY CONTROL
 JF1000  ___________________________________________________________________
 JF1000* NAD 83(1986)-  38 46 21.     (N)    097 52 38.     (W)     SCALED    
 JF1000* NAVD 88     -       414.281  (meters)    1359.19   (feet)  ADJUSTED  
 JF1000  ___________________________________________________________________
 JF1000  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 JF1000  DYNAMIC HT  -         413.990 (meters)    1358.23  (feet)  COMP
 JF1000  MODELED GRAV-     979,913.6   (mgal)                       NAVD 88
 JF1000
 JF1000  VERT ORDER  -  FIRST     CLASS II
 JF1000
 JF1000.The horizontal coordinates were scaled from a topographic map and have
 JF1000.an estimated accuracy of +/- 6 seconds.
 JF1000
 JF1000.The orthometric height was determined by differential leveling
 JF1000.and adjusted by the National Geodetic Survey in June 1991..
 JF1000
 JF1000.The geoid height was determined by GEOID03.
 JF1000
 JF1000.The dynamic height is computed by dividing the NAVD 88
 JF1000.geopotential number by the normal gravity value computed on the
 JF1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1000.degrees latitude (g = 980.6199 gals.).
 JF1000
 JF1000.The modeled gravity was interpolated from observed gravity values.
 JF1000
 JF1000;                    North         East    Units  Estimated Accuracy
 JF1000;SPC KS N     -    48,760.      410,670.      MT  (+/- 180 meters Scaled)
 JF1000
 JF1000                          SUPERSEDED SURVEY CONTROL
 JF1000
 JF1000  NGVD 29 (??/??/92)  414.165  (m)         1358.81   (f) ADJ UNCH    1 2
 JF1000
 JF1000.Superseded values are not recommended for survey control.
 JF1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1000.See file dsdata.txt to determine how the superseded data were derived.
 JF1000
 JF1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH975921(NAD 83)
 JF1000_MARKER: DB = BENCH MARK DISK
 JF1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF1000_SP_SET: ABUTMENT
 JF1000_STAMPING: N 291 1952
 JF1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1000
 JF1000  HISTORY     - Date     Condition        Report By
 JF1000  HISTORY     - 1952     MONUMENTED       CGS
 JF1000
 JF1000                          STATION DESCRIPTION
 JF1000
 JF1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1000'0.5 MI W FROM BROOKVILLE.
 JF1000'0.5 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JF1000'AT BROOKVILLE, 9.4 FEET NORTH OF THE NORTH RAIL, 6 FEET BELOW
 JF1000'THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH END OF THE
 JF1000'WEST ABUTMENT OF BRIDGE 201.94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1078 ***********************************************************************
 JF1078  DESIGNATION -  N 292
 JF1078  PID         -  JF1078
 JF1078  STATE/COUNTY-  KS/MCPHERSON
 JF1078  USGS QUAD   -  LINDSBORG (1979)
 JF1078
 JF1078                         *CURRENT SURVEY CONTROL
 JF1078  ___________________________________________________________________
 JF1078* NAD 83(1986)-  38 36 19.     (N)    097 38 18.     (W)     SCALED    
 JF1078* NAVD 88     -       400.792  (meters)    1314.93   (feet)  ADJUSTED  
 JF1078  ___________________________________________________________________
 JF1078  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 JF1078  DYNAMIC HT  -         400.512 (meters)    1314.01  (feet)  COMP
 JF1078  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 JF1078
 JF1078  VERT ORDER  -  FIRST     CLASS II
 JF1078
 JF1078.The horizontal coordinates were scaled from a topographic map and have
 JF1078.an estimated accuracy of +/- 6 seconds.
 JF1078
 JF1078.The orthometric height was determined by differential leveling
 JF1078.and adjusted by the National Geodetic Survey in June 1991..
 JF1078
 JF1078.The geoid height was determined by GEOID03.
 JF1078
 JF1078.The dynamic height is computed by dividing the NAVD 88
 JF1078.geopotential number by the normal gravity value computed on the
 JF1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1078.degrees latitude (g = 980.6199 gals.).
 JF1078
 JF1078.The modeled gravity was interpolated from observed gravity values.
 JF1078
 JF1078;                    North         East    Units  Estimated Accuracy
 JF1078;SPC KS S     -   615,510.      475,060.      MT  (+/- 180 meters Scaled)
 JF1078
 JF1078                          SUPERSEDED SURVEY CONTROL
 JF1078
 JF1078  NGVD 29 (??/??/92)  400.663  (m)         1314.51   (f) ADJ UNCH    1 2
 JF1078
 JF1078.Superseded values are not recommended for survey control.
 JF1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1078.See file dsdata.txt to determine how the superseded data were derived.
 JF1078
 JF1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH185738(NAD 83)
 JF1078_MARKER: DB = BENCH MARK DISK
 JF1078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1078_SP_SET: HEADWALL
 JF1078_STAMPING: N 292 1952
 JF1078_MARK LOGO: CGS   
 JF1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1078+STABILITY: SURFACE MOTION
 JF1078
 JF1078  HISTORY     - Date     Condition        Report By
 JF1078  HISTORY     - 1952     MONUMENTED       CGS
 JF1078  HISTORY     - 1986     GOOD             NGS
 JF1078
 JF1078                          STATION DESCRIPTION
 JF1078
 JF1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1078'2.9 MI NE FROM LINDSBORG.
 JF1078'2.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1078'STATION AT LINDSBORG, 1 POLES NORTHEAST OF MILEPOST 18, 65
 JF1078'FEET NORTHWEST OF THE NORTHWEST RAIL, 17 FEET SOUTHEAST OF THE
 JF1078'CENTER LINE OF U.S. HIGHWAY 81, SET IN THE TOP OF THE NORTHEAST
 JF1078'END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE
 JF1078'HIGHWAY.
 JF1078
 JF1078                          STATION RECOVERY (1986)
 JF1078
 JF1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1078'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.6 KM (15.9
 JF1078'MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1078'CRAWFORD STREET IN SALINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1060 ***********************************************************************
 JF1060  DESIGNATION -  N 293
 JF1060  PID         -  JF1060
 JF1060  STATE/COUNTY-  KS/SALINE
 JF1060  USGS QUAD   -  SALINA SW (1978)
 JF1060
 JF1060                         *CURRENT SURVEY CONTROL
 JF1060  ___________________________________________________________________
 JF1060* NAD 83(1986)-  38 47 16.     (N)    097 38 26.     (W)     SCALED    
 JF1060* NAVD 88     -       383.844  (meters)    1259.33   (feet)  ADJUSTED  
 JF1060  ___________________________________________________________________
 JF1060  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 JF1060  DYNAMIC HT  -         383.585 (meters)    1258.48  (feet)  COMP
 JF1060  MODELED GRAV-     979,939.5   (mgal)                       NAVD 88
 JF1060
 JF1060  VERT ORDER  -  FIRST     CLASS II
 JF1060
 JF1060.The horizontal coordinates were scaled from a topographic map and have
 JF1060.an estimated accuracy of +/- 6 seconds.
 JF1060
 JF1060.The orthometric height was determined by differential leveling
 JF1060.and adjusted by the National Geodetic Survey in June 1991..
 JF1060
 JF1060.The geoid height was determined by GEOID03.
 JF1060
 JF1060.The dynamic height is computed by dividing the NAVD 88
 JF1060.geopotential number by the normal gravity value computed on the
 JF1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1060.degrees latitude (g = 980.6199 gals.).
 JF1060
 JF1060.The modeled gravity was interpolated from observed gravity values.
 JF1060
 JF1060;                    North         East    Units  Estimated Accuracy
 JF1060;SPC KS N     -    50,510.      431,230.      MT  (+/- 180 meters Scaled)
 JF1060
 JF1060                          SUPERSEDED SURVEY CONTROL
 JF1060
 JF1060  NGVD 29 (??/??/92)  383.741  (m)         1258.99   (f) ADJ UNCH    1 2
 JF1060
 JF1060.Superseded values are not recommended for survey control.
 JF1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1060.See file dsdata.txt to determine how the superseded data were derived.
 JF1060
 JF1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH180941(NAD 83)
 JF1060_MARKER: DB = BENCH MARK DISK
 JF1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1060_STAMPING: N 293 1952
 JF1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1060+STABILITY: SURFACE MOTION
 JF1060
 JF1060  HISTORY     - Date     Condition        Report By
 JF1060  HISTORY     - 1952     MONUMENTED       CGS
 JF1060  HISTORY     - 1961     GOOD             NGS
 JF1060  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF1060  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF1060
 JF1060                          STATION DESCRIPTION
 JF1060
 JF1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 JF1060'4.9 MI SW FROM SALINA.
 JF1060'1.8 MILES SOUTH ALONG 9TH STREET FROM THE Y.M.C.A. AT SALINA,
 JF1060'THENCE 2.1 MILE SOUTH ALONG U.S. HIGHWAY 81, THENCE 1.0 MILE
 JF1060'WEST ALONG THE ROAD ENTERING SCHILLING AIR FORCE BASE AND TO THE
 JF1060'TAXI RUNWAY ALONG THE EAST SIDE OF THE AIRPORT TO A SMALL
 JF1060'CONCRETE BLOCK BUILDING NUMBERED 501, ABOUT 10 FEET WEST FROM
 JF1060'ITS CENTED, ABOUT 50 FEET NORTHEAST FROM THE NORTHEAST CORNER
 JF1060'OF BUILDING 502, SET IN A CYLINDRICAL TOPPED CONCRETE POST
 JF1060'PROJECT 0.8 FEET.  NOTE- THE CONTROL TOWER MENTIONED IN PREVIOUS
 JF1060'DESCRIPTIONS HAS BEEN REMOVED.
 JF1060
 JF1060                          STATION RECOVERY (1968)
 JF1060
 JF1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF1060'MARK NOT FOUND.
 JF1060
 JF1060                          STATION RECOVERY (1986)
 JF1060
 JF1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0994 ***********************************************************************
 JF0994  DESIGNATION -  N 294
 JF0994  PID         -  JF0994
 JF0994  STATE/COUNTY-  KS/SALINE
 JF0994  USGS QUAD   -  FALUN (1978)
 JF0994
 JF0994                         *CURRENT SURVEY CONTROL
 JF0994  ___________________________________________________________________
 JF0994* NAD 83(1986)-  38 42 43.     (N)    097 52 22.     (W)     SCALED    
 JF0994* NAVD 88     -       424.534  (meters)    1392.83   (feet)  ADJUSTED  
 JF0994  ___________________________________________________________________
 JF0994  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 JF0994  DYNAMIC HT  -         424.232 (meters)    1391.83  (feet)  COMP
 JF0994  MODELED GRAV-     979,904.1   (mgal)                       NAVD 88
 JF0994
 JF0994  VERT ORDER  -  FIRST     CLASS II
 JF0994
 JF0994.The horizontal coordinates were scaled from a topographic map and have
 JF0994.an estimated accuracy of +/- 6 seconds.
 JF0994
 JF0994.The orthometric height was determined by differential leveling
 JF0994.and adjusted by the National Geodetic Survey in June 1991..
 JF0994
 JF0994.The geoid height was determined by GEOID03.
 JF0994
 JF0994.The dynamic height is computed by dividing the NAVD 88
 JF0994.geopotential number by the normal gravity value computed on the
 JF0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0994.degrees latitude (g = 980.6199 gals.).
 JF0994
 JF0994.The modeled gravity was interpolated from observed gravity values.
 JF0994
 JF0994;                    North         East    Units  Estimated Accuracy
 JF0994;SPC KS N     -    42,040.      411,070.      MT  (+/- 180 meters Scaled)
 JF0994
 JF0994                          SUPERSEDED SURVEY CONTROL
 JF0994
 JF0994  NGVD 29 (??/??/92)  424.418  (m)         1392.44   (f) ADJ UNCH    1 2
 JF0994
 JF0994.Superseded values are not recommended for survey control.
 JF0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0994.See file dsdata.txt to determine how the superseded data were derived.
 JF0994
 JF0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH980854(NAD 83)
 JF0994_MARKER: DB = BENCH MARK DISK
 JF0994_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0994_SP_SET: CULVERT
 JF0994_STAMPING: N 294 1952
 JF0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0994
 JF0994  HISTORY     - Date     Condition        Report By
 JF0994  HISTORY     - 1952     MONUMENTED       CGS
 JF0994
 JF0994                          STATION DESCRIPTION
 JF0994
 JF0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0994'4.5 MI S FROM BROOKVILLE.
 JF0994'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE GRADE SCHOOL AT
 JF0994'BROOKVILLE, THENCE 1.35 MILES SOUTH ALONG A GRADED DIRT ROAD,
 JF0994'THENCE 3.0 MILES SOUTH ALONG A GRADED FIRE GUARD, 197 FEET
 JF0994'NORTH OF THE CENTER LINE OF AN EAST AND WEST FIRE GUARD, 14 FEET
 JF0994'WEST OF THE CENTER LINE OF A NORTH AND SOUTH FIRE GUARD, SET IN
 JF0994'THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A LARGE CONCRETE
 JF0994'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0071 ***********************************************************************
 JG0071  DESIGNATION -  N 295
 JG0071  PID         -  JG0071
 JG0071  STATE/COUNTY-  KS/RUSSELL
 JG0071  USGS QUAD   -  WILSON (1979)
 JG0071
 JG0071                         *CURRENT SURVEY CONTROL
 JG0071  ___________________________________________________________________
 JG0071* NAD 83(1986)-  38 49 41.     (N)    098 29 35.     (W)     SCALED    
 JG0071* NAVD 88     -       516.136  (meters)    1693.36   (feet)  ADJUSTED  
 JG0071  ___________________________________________________________________
 JG0071  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 JG0071  DYNAMIC HT  -         515.777 (meters)    1692.18  (feet)  COMP
 JG0071  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 JG0071
 JG0071  VERT ORDER  -  FIRST     CLASS II
 JG0071
 JG0071.The horizontal coordinates were scaled from a topographic map and have
 JG0071.an estimated accuracy of +/- 6 seconds.
 JG0071
 JG0071.The orthometric height was determined by differential leveling
 JG0071.and adjusted by the National Geodetic Survey in June 1991..
 JG0071
 JG0071.The geoid height was determined by GEOID03.
 JG0071
 JG0071.The dynamic height is computed by dividing the NAVD 88
 JG0071.geopotential number by the normal gravity value computed on the
 JG0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0071.degrees latitude (g = 980.6199 gals.).
 JG0071
 JG0071.The modeled gravity was interpolated from observed gravity values.
 JG0071
 JG0071;                    North         East    Units  Estimated Accuracy
 JG0071;SPC KS N     -    55,040.      357,190.      MT  (+/- 180 meters Scaled)
 JG0071
 JG0071                          SUPERSEDED SURVEY CONTROL
 JG0071
 JG0071  NGVD 29 (??/??/92)  515.962  (m)         1692.79   (f) ADJ UNCH    1 2
 JG0071
 JG0071.Superseded values are not recommended for survey control.
 JG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0071.See file dsdata.txt to determine how the superseded data were derived.
 JG0071
 JG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH440978(NAD 83)
 JG0071_MARKER: DB = BENCH MARK DISK
 JG0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0071_STAMPING: N 295 1952
 JG0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0071+STABILITY: SURFACE MOTION
 JG0071
 JG0071  HISTORY     - Date     Condition        Report By
 JG0071  HISTORY     - 1952     MONUMENTED       CGS
 JG0071
 JG0071                          STATION DESCRIPTION
 JG0071
 JG0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0071'1.1 MI W FROM WILSON.
 JG0071'1.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0071'AT WILSON, 46 FEET NORTH OF THE NORTH RAIL, 39 FEET WEST OF
 JG0071'MILEPOST 241, 1.4 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 JG0071'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JG0071'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1229 ***********************************************************************
 JF1229  DESIGNATION -  N 296
 JF1229  PID         -  JF1229
 JF1229  STATE/COUNTY-  KS/RENO
 JF1229  USGS QUAD   -  HUTCHINSON (1978)
 JF1229
 JF1229                         *CURRENT SURVEY CONTROL
 JF1229  ___________________________________________________________________
 JF1229* NAD 83(1986)-  38 01 36.     (N)    097 56 55.     (W)     SCALED    
 JF1229* NAVD 88     -       468.180  (meters)    1536.02   (feet)  ADJUSTED  
 JF1229  ___________________________________________________________________
 JF1229  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF1229  DYNAMIC HT  -         467.818 (meters)    1534.83  (feet)  COMP
 JF1229  MODELED GRAV-     979,840.0   (mgal)                       NAVD 88
 JF1229
 JF1229  VERT ORDER  -  FIRST     CLASS II
 JF1229
 JF1229.The horizontal coordinates were scaled from a topographic map and have
 JF1229.an estimated accuracy of +/- 6 seconds.
 JF1229
 JF1229.The orthometric height was determined by differential leveling
 JF1229.and adjusted by the National Geodetic Survey in June 1991..
 JF1229
 JF1229.The geoid height was determined by GEOID03.
 JF1229
 JF1229.The dynamic height is computed by dividing the NAVD 88
 JF1229.geopotential number by the normal gravity value computed on the
 JF1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1229.degrees latitude (g = 980.6199 gals.).
 JF1229
 JF1229.The modeled gravity was interpolated from observed gravity values.
 JF1229
 JF1229;                    North         East    Units  Estimated Accuracy
 JF1229;SPC KS S     -   551,080.      448,410.      MT  (+/- 180 meters Scaled)
 JF1229
 JF1229                          SUPERSEDED SURVEY CONTROL
 JF1229
 JF1229  NGVD 29 (??/??/92)  468.041  (m)         1535.56   (f) ADJ UNCH    1 2
 JF1229
 JF1229.Superseded values are not recommended for survey control.
 JF1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1229.See file dsdata.txt to determine how the superseded data were derived.
 JF1229
 JF1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH922092(NAD 83)
 JF1229_MARKER: DB = BENCH MARK DISK
 JF1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1229_SP_SET: CONCRETE POST
 JF1229_STAMPING: N 296 1953
 JF1229_MARK LOGO: CGS   
 JF1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1229+STABILITY: SURFACE MOTION
 JF1229
 JF1229  HISTORY     - Date     Condition        Report By
 JF1229  HISTORY     - UNK      MONUMENTED
 JF1229  HISTORY     - 1986     GOOD             NGS
 JF1229
 JF1229                          STATION DESCRIPTION
 JF1229
 JF1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1229'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN SOUTH
 JF1229'HUTCHINSON, AT THE INTERSECTION OF BLANCHARD AVENUE AND THE SANTA FE
 JF1229'RAILROAD.  ADD--131.0 M (429.8 FT) SOUTH OF THE CENTERLINE OF THE
 JF1229'AVENUE.
 JF1229'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0931 ***********************************************************************
 HF0931  DESIGNATION -  N 297
 HF0931  PID         -  HF0931
 HF0931  STATE/COUNTY-  KS/RENO
 HF0931  USGS QUAD   -  HAVEN (1961)
 HF0931
 HF0931                         *CURRENT SURVEY CONTROL
 HF0931  ___________________________________________________________________
 HF0931* NAD 83(1986)-  37 54 43.     (N)    097 48 41.     (W)     SCALED    
 HF0931* NAVD 88     -       458.719  (meters)    1504.98   (feet)  ADJUSTED  
 HF0931  ___________________________________________________________________
 HF0931  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 HF0931  DYNAMIC HT  -         458.367 (meters)    1503.83  (feet)  COMP
 HF0931  MODELED GRAV-     979,848.5   (mgal)                       NAVD 88
 HF0931
 HF0931  VERT ORDER  -  SECOND    CLASS 0
 HF0931
 HF0931.The horizontal coordinates were scaled from a topographic map and have
 HF0931.an estimated accuracy of +/- 6 seconds.
 HF0931
 HF0931.The orthometric height was determined by differential leveling
 HF0931.and adjusted by the National Geodetic Survey in June 1991..
 HF0931
 HF0931.The geoid height was determined by GEOID03.
 HF0931
 HF0931.The dynamic height is computed by dividing the NAVD 88
 HF0931.geopotential number by the normal gravity value computed on the
 HF0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0931.degrees latitude (g = 980.6199 gals.).
 HF0931
 HF0931.The modeled gravity was interpolated from observed gravity values.
 HF0931
 HF0931;                    North         East    Units  Estimated Accuracy
 HF0931;SPC KS S     -   538,430.      460,550.      MT  (+/- 180 meters Scaled)
 HF0931
 HF0931                          SUPERSEDED SURVEY CONTROL
 HF0931
 HF0931  NGVD 29 (??/??/92)  458.574  (m)         1504.50   (f) ADJ UNCH    2 0
 HF0931
 HF0931.Superseded values are not recommended for survey control.
 HF0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0931.See file dsdata.txt to determine how the superseded data were derived.
 HF0931
 HF0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG044967(NAD 83)
 HF0931_MARKER: DB = BENCH MARK DISK
 HF0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0931_SP_SET: CULVERT
 HF0931_STAMPING: N 297 1953
 HF0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0931
 HF0931  HISTORY     - Date     Condition        Report By
 HF0931  HISTORY     - 1953     MONUMENTED       CGS
 HF0931
 HF0931                          STATION DESCRIPTION
 HF0931
 HF0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0931'1.7 MI NW FROM HAVEN.
 HF0931'1.7 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 HF0931'THE STATION AT HAVEN, AT A ROAD CROSSING, 3 1/2 POLES SOUTHEAST
 HF0931'OF MILEPOST 518-30, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 HF0931'SET IN THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A
 HF0931'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0395 ***********************************************************************
 JH0395  DESIGNATION -  N 298
 JH0395  PID         -  JH0395
 JH0395  STATE/COUNTY-  KS/WALLACE
 JH0395  USGS QUAD   -  SHARON SPRINGS WEST (1979)
 JH0395
 JH0395                         *CURRENT SURVEY CONTROL
 JH0395  ___________________________________________________________________
 JH0395* NAD 83(1986)-  38 53 37.     (N)    101 48 32.     (W)     SCALED    
 JH0395* NAVD 88     -      1078.655  (meters)    3538.89   (feet)  ADJUSTED  
 JH0395  ___________________________________________________________________
 JH0395  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 JH0395  DYNAMIC HT  -        1077.725 (meters)    3535.84  (feet)  COMP
 JH0395  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 JH0395
 JH0395  VERT ORDER  -  FIRST     CLASS II
 JH0395
 JH0395.The horizontal coordinates were scaled from a topographic map and have
 JH0395.an estimated accuracy of +/- 6 seconds.
 JH0395
 JH0395.The orthometric height was determined by differential leveling
 JH0395.and adjusted by the National Geodetic Survey in June 1991..
 JH0395
 JH0395.The geoid height was determined by GEOID03.
 JH0395
 JH0395.The dynamic height is computed by dividing the NAVD 88
 JH0395.geopotential number by the normal gravity value computed on the
 JH0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0395.degrees latitude (g = 980.6199 gals.).
 JH0395
 JH0395.The modeled gravity was interpolated from observed gravity values.
 JH0395
 JH0395;                    North         East    Units  Estimated Accuracy
 JH0395;SPC KS N     -    69,150.       69,660.      MT  (+/- 180 meters Scaled)
 JH0395
 JH0395                          SUPERSEDED SURVEY CONTROL
 JH0395
 JH0395  NGVD 29 (??/??/92) 1078.234  (m)         3537.51   (f) ADJ UNCH    1 2
 JH0395
 JH0395.Superseded values are not recommended for survey control.
 JH0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0395.See file dsdata.txt to determine how the superseded data were derived.
 JH0395
 JH0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ563087(NAD 83)
 JH0395_MARKER: DB = BENCH MARK DISK
 JH0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0395_STAMPING: N 298 1952
 JH0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0395+STABILITY: SURFACE MOTION
 JH0395
 JH0395  HISTORY     - Date     Condition        Report By
 JH0395  HISTORY     - 1952     MONUMENTED       CGS
 JH0395
 JH0395                          STATION DESCRIPTION
 JH0395
 JH0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0395'3.2 MI W FROM SHARON SPRINGS.
 JH0395'3.15 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0395'AT SHARON SPRINGS, 0.4 MILE EAST OF THE EAST END OF SUNLAND
 JH0395'SIDING, ACROSS THE TRACK FROM MILEPOST 433, 105 FEET NORTH OF
 JH0395'THE CENTER LINE OF U.S. HGIHWAY 40, 70 FEET NORTH OF A FENCE,
 JH0395'60 FEET SOUTH OF THE SOUTH RAIL, 55 FEET EAST OF A TELEPHONE
 JH0395'POLE, 2.7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 JH0395'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0353 ***********************************************************************
 KH0353  DESIGNATION -  N 299
 KH0353  PID         -  KH0353
 KH0353  STATE/COUNTY-  KS/LOGAN
 KH0353  USGS QUAD   -  WINONA (1972)
 KH0353
 KH0353                         *CURRENT SURVEY CONTROL
 KH0353  ___________________________________________________________________
 KH0353* NAD 83(1986)-  39 03 56.     (N)    101 13 40.     (W)     SCALED    
 KH0353* NAVD 88     -      1010.339  (meters)    3314.75   (feet)  ADJUSTED  
 KH0353  ___________________________________________________________________
 KH0353  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 KH0353  DYNAMIC HT  -        1009.506 (meters)    3312.02  (feet)  COMP
 KH0353  MODELED GRAV-     979,768.4   (mgal)                       NAVD 88
 KH0353
 KH0353  VERT ORDER  -  FIRST     CLASS II
 KH0353
 KH0353.The horizontal coordinates were scaled from a topographic map and have
 KH0353.an estimated accuracy of +/- 6 seconds.
 KH0353
 KH0353.The orthometric height was determined by differential leveling
 KH0353.and adjusted by the National Geodetic Survey in June 1991..
 KH0353
 KH0353.The geoid height was determined by GEOID03.
 KH0353
 KH0353.The dynamic height is computed by dividing the NAVD 88
 KH0353.geopotential number by the normal gravity value computed on the
 KH0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0353.degrees latitude (g = 980.6199 gals.).
 KH0353
 KH0353.The modeled gravity was interpolated from observed gravity values.
 KH0353
 KH0353;                    North         East    Units  Estimated Accuracy
 KH0353;SPC KS N     -    86,260.      120,720.      MT  (+/- 180 meters Scaled)
 KH0353
 KH0353                          SUPERSEDED SURVEY CONTROL
 KH0353
 KH0353  NGVD 29 (??/??/92) 1009.956  (m)         3313.50   (f) ADJ UNCH    1 2
 KH0353
 KH0353.Superseded values are not recommended for survey control.
 KH0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0353.See file dsdata.txt to determine how the superseded data were derived.
 KH0353
 KH0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ072264(NAD 83)
 KH0353_MARKER: DB = BENCH MARK DISK
 KH0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0353_STAMPING: N 299 1952
 KH0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0353+STABILITY: SURFACE MOTION
 KH0353
 KH0353  HISTORY     - Date     Condition        Report By
 KH0353  HISTORY     - 1952     MONUMENTED       CGS
 KH0353
 KH0353                          STATION DESCRIPTION
 KH0353
 KH0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0353'1 MI NE FROM WINONA.
 KH0353'1.0 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0353'STATION AT WINONA, ACROSS THE TRACK FROM MILEPOST 398, 103.4 FEET
 KH0353'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 40, 60.4 FEET
 KH0353'SOUTHEAST OF THE SOUTHEAST RAIL, 19.2 FEET NORTHEAST OF A POWER
 KH0353'POLE, IN LINE WITH A ROW OF POLES, 11.8 FEET SOUTHEAST OF A
 KH0353'FENCE, 2.3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 KH0353'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0121 ***********************************************************************
 JG0121  DESIGNATION -  N 30
 JG0121  PID         -  JG0121
 JG0121  STATE/COUNTY-  KS/RICE
 JG0121  USGS QUAD   -  LYONS (1970)
 JG0121
 JG0121                         *CURRENT SURVEY CONTROL
 JG0121  ___________________________________________________________________
 JG0121* NAD 83(1986)-  38 21 04.     (N)    098 12 38.     (W)     SCALED    
 JG0121* NAVD 88     -       517.741  (meters)    1698.62   (feet)  ADJUSTED  
 JG0121  ___________________________________________________________________
 JG0121  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 JG0121  DYNAMIC HT  -         517.351 (meters)    1697.34  (feet)  COMP
 JG0121  MODELED GRAV-     979,860.6   (mgal)                       NAVD 88
 JG0121
 JG0121  VERT ORDER  -  SECOND    CLASS 0
 JG0121
 JG0121.The horizontal coordinates were scaled from a topographic map and have
 JG0121.an estimated accuracy of +/- 6 seconds.
 JG0121
 JG0121.The orthometric height was determined by differential leveling
 JG0121.and adjusted by the National Geodetic Survey in June 1991..
 JG0121.WARNING-Repeat measurements at this control monument indicate possible
 JG0121.vertical movement.
 JG0121
 JG0121.The geoid height was determined by GEOID03.
 JG0121
 JG0121.The dynamic height is computed by dividing the NAVD 88
 JG0121.geopotential number by the normal gravity value computed on the
 JG0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0121.degrees latitude (g = 980.6199 gals.).
 JG0121
 JG0121.The modeled gravity was interpolated from observed gravity values.
 JG0121
 JG0121;                    North         East    Units  Estimated Accuracy
 JG0121;SPC KS S     -   586,990.      425,300.      MT  (+/- 180 meters Scaled)
 JG0121
 JG0121                          SUPERSEDED SURVEY CONTROL
 JG0121
 JG0121  NGVD 29 (??/??/92)  517.593  (m)         1698.14   (f) ADJ UNCH    2 0
 JG0121
 JG0121.Superseded values are not recommended for survey control.
 JG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0121.See file dsdata.txt to determine how the superseded data were derived.
 JG0121
 JG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH689450(NAD 83)
 JG0121_MARKER: DB = BENCH MARK DISK
 JG0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0121_STAMPING: N 30 1934
 JG0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0121+STABILITY: SURFACE MOTION
 JG0121
 JG0121  HISTORY     - Date     Condition        Report By
 JG0121  HISTORY     - 1934     MONUMENTED       CGS
 JG0121  HISTORY     - 1945     GOOD             NGS
 JG0121
 JG0121                          STATION DESCRIPTION
 JG0121
 JG0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JG0121'AT LYONS.
 JG0121'AT LYONS, RICE COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 JG0121'AT MILEAGE 78.44, AT THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO
 JG0121'RAILWAY, 46 FEET SOUTH OF THE CENTERLINE OF THE ATCHISON, TOPEKA
 JG0121'AND SANTA FE RAILWAY TRACK, 71 FEET WEST OF THE ST. LOUIS-SAN
 JG0121'FRANCISCO RAILWAY TRACK, AND 2 FEET NORTH OF A FENCE CORNER.  A
 JG0121'STANDARD DISK, STAMPED N 30 1934 AND SET IN THE TOP OF A CONCRETE
 JG0121'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0075 ***********************************************************************
 KH0075  DESIGNATION -  N 300
 KH0075  PID         -  KH0075
 KH0075  STATE/COUNTY-  KS/GOVE
 KH0075  USGS QUAD   -  QUINTER (1979)
 KH0075
 KH0075                         *CURRENT SURVEY CONTROL
 KH0075  ___________________________________________________________________
 KH0075* NAD 83(1986)-  39 02 44.     (N)    100 09 54.     (W)     SCALED    
 KH0075* NAVD 88     -       798.481  (meters)    2619.68   (feet)  ADJUSTED  
 KH0075  ___________________________________________________________________
 KH0075  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 KH0075  DYNAMIC HT  -         797.869 (meters)    2617.68  (feet)  COMP
 KH0075  MODELED GRAV-     979,834.5   (mgal)                       NAVD 88
 KH0075
 KH0075  VERT ORDER  -  FIRST     CLASS II
 KH0075
 KH0075.The horizontal coordinates were scaled from a topographic map and have
 KH0075.an estimated accuracy of +/- 6 seconds.
 KH0075
 KH0075.The orthometric height was determined by differential leveling
 KH0075.and adjusted by the National Geodetic Survey in June 1991..
 KH0075
 KH0075.The geoid height was determined by GEOID03.
 KH0075
 KH0075.The dynamic height is computed by dividing the NAVD 88
 KH0075.geopotential number by the normal gravity value computed on the
 KH0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0075.degrees latitude (g = 980.6199 gals.).
 KH0075
 KH0075.The modeled gravity was interpolated from observed gravity values.
 KH0075
 KH0075;                    North         East    Units  Estimated Accuracy
 KH0075;SPC KS N     -    81,310.      212,600.      MT  (+/- 180 meters Scaled)
 KH0075
 KH0075                          SUPERSEDED SURVEY CONTROL
 KH0075
 KH0075  NGVD 29 (02/14/92)  798.170  (m)         2618.66   (f) ADJUSTED    1 2
 KH0075
 KH0075.Superseded values are not recommended for survey control.
 KH0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0075.See file dsdata.txt to determine how the superseded data were derived.
 KH0075
 KH0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ991224(NAD 83)
 KH0075_MARKER: DB = BENCH MARK DISK
 KH0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0075_SP_SET: CONCRETE POST
 KH0075_STAMPING: N 300 1952
 KH0075_MARK LOGO: CGS   
 KH0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0075+STABILITY: SURFACE MOTION
 KH0075
 KH0075  HISTORY     - Date     Condition        Report By
 KH0075  HISTORY     - 1952     MONUMENTED       CGS
 KH0075  HISTORY     - 1986     GOOD             NGS
 KH0075
 KH0075                          STATION DESCRIPTION
 KH0075
 KH0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0075'3 MI W FROM COLLYER.
 KH0075'3.05 MILES WEST ALONG U.S. HIGHWAY 40 FROM SAINT MICHAELS CHURCH
 KH0075'AT COLLYER, 6 POLES WEST OF MILEPOST 339, 210 FEET NORTH OF THE
 KH0075'CENTER LINE OF THE HIGHWAY, 75 FEET NORTHWEST OF THE CENTER
 KH0075'LINE OF A DIRT ROAD, 40.4 FEET NORTH OF THE NORTH RAIL OF THE
 KH0075'UNION PACIFIC RAILROAD, 8 FEET SOUTHEAST OF A FENCE CORNER, 2.4
 KH0075'FEET EAST OF A FENCE, 2.8 FEET SOUTH OF A WITNESS POST, SET IN THE
 KH0075'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KH0075
 KH0075                          STATION RECOVERY (1986)
 KH0075
 KH0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0075'RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE EXCEPT
 KH0075'THE NORTH-SOUTH FENCE NO LONGER EXISTS AND A NEW WITNESS POST WAS
 KH0075'ADDED.
 KH0075'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0140 ***********************************************************************
 KH0140  DESIGNATION -  N 301
 KH0140  PID         -  KH0140
 KH0140  STATE/COUNTY-  KS/GOVE
 KH0140  USGS QUAD   -  GRINNELL SOUTH (1979)
 KH0140
 KH0140                         *CURRENT SURVEY CONTROL
 KH0140  ___________________________________________________________________
 KH0140* NAD 83(1986)-  39 07 07.     (N)    100 38 46.     (W)     SCALED    
 KH0140* NAVD 88     -       885.820  (meters)    2906.23   (feet)  ADJUSTED  
 KH0140  ___________________________________________________________________
 KH0140  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 KH0140  DYNAMIC HT  -         885.122 (meters)    2903.94  (feet)  COMP
 KH0140  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 KH0140
 KH0140  VERT ORDER  -  FIRST     CLASS II
 KH0140
 KH0140.The horizontal coordinates were scaled from a topographic map and have
 KH0140.an estimated accuracy of +/- 6 seconds.
 KH0140
 KH0140.The orthometric height was determined by differential leveling
 KH0140.and adjusted by the National Geodetic Survey in June 1991..
 KH0140.WARNING-Repeat measurements at this control monument indicate possible
 KH0140.vertical movement.
 KH0140
 KH0140.The geoid height was determined by GEOID03.
 KH0140
 KH0140.The dynamic height is computed by dividing the NAVD 88
 KH0140.geopotential number by the normal gravity value computed on the
 KH0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0140.degrees latitude (g = 980.6199 gals.).
 KH0140
 KH0140.The modeled gravity was interpolated from observed gravity values.
 KH0140
 KH0140;                    North         East    Units  Estimated Accuracy
 KH0140;SPC KS N     -    90,520.      171,200.      MT  (+/- 180 meters Scaled)
 KH0140
 KH0140                          SUPERSEDED SURVEY CONTROL
 KH0140
 KH0140  NGVD 29 (02/14/92)  885.483  (m)         2905.12   (f) ADJUSTED    1 2
 KH0140
 KH0140.Superseded values are not recommended for survey control.
 KH0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0140.See file dsdata.txt to determine how the superseded data were derived.
 KH0140
 KH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ576312(NAD 83)
 KH0140_MARKER: DB = BENCH MARK DISK
 KH0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0140_SP_SET: CONCRETE POST
 KH0140_STAMPING: N 301 1953
 KH0140_MARK LOGO: CGS   
 KH0140_PROJECTION: FLUSH
 KH0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0140+STABILITY: SURFACE MOTION
 KH0140
 KH0140  HISTORY     - Date     Condition        Report By
 KH0140  HISTORY     - 1953     MONUMENTED       CGS
 KH0140  HISTORY     - 1986     GOOD             NGS
 KH0140
 KH0140                          STATION DESCRIPTION
 KH0140
 KH0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KH0140'1.4 MI SW FROM GRINNELL.
 KH0140'0.5 MILE SOUTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 KH0140'STATION AT GRINNELL, THENCE 0.9 MILE WEST ALONG U.S. HIGHWAY
 KH0140'40, 44 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET WEST
 KH0140'OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, ACROSS THE
 KH0140'HIGHWAY FROM A FARMHOUSE, 9.5 FEET SOUTHWEST OF A POWER POLE, 5
 KH0140'FEET SOUTHWEST OF A FENCE CORNER, 2 FEET SOUTHWEST OF A WITNESS
 KH0140'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 KH0140'ABOVE THE GROUND.
 KH0140
 KH0140                          STATION RECOVERY (1986)
 KH0140
 KH0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0140'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.60 KM (1.00
 KH0140'MI) WEST ALONG OLD US HIGHWAY 40 FROM THE T JUNCTION OF STATE HIGHWAY
 KH0140'216 SOUTH AT GRINNELL, NEAR THE NORTHWEST CORNER OF A FENCE AROUND A
 KH0140'SUB-STATION, 13.1 METERS (43 FT) SOUTH OF THE HIGHWAY CENTERLINE, 19.1
 KH0140'METERS (62.5 FT) WEST OF THE NORTHWEST CORNER OF THE FENCE AND 3.3
 KH0140'METER (11 FT) SOUTHWEST OF A POWER POLE.
 KH0140'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 KH0140'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0570 ***********************************************************************
 JG0570  DESIGNATION -  N 302
 JG0570  PID         -  JG0570
 JG0570  STATE/COUNTY-  KS/TREGO
 JG0570  USGS QUAD   -  OGALLAH (1979)
 JG0570
 JG0570                         *CURRENT SURVEY CONTROL
 JG0570  ___________________________________________________________________
 JG0570* NAD 83(1986)-  38 57 13.     (N)    099 39 39.     (W)     SCALED    
 JG0570* NAVD 88     -       676.848  (meters)    2220.63   (feet)  ADJUSTED  
 JG0570  ___________________________________________________________________
 JG0570  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0570  DYNAMIC HT  -         676.336 (meters)    2218.95  (feet)  COMP
 JG0570  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 JG0570
 JG0570  VERT ORDER  -  FIRST     CLASS II
 JG0570
 JG0570.The horizontal coordinates were scaled from a topographic map and have
 JG0570.an estimated accuracy of +/- 6 seconds.
 JG0570
 JG0570.The orthometric height was determined by differential leveling
 JG0570.and adjusted by the National Geodetic Survey in June 1991..
 JG0570
 JG0570.The geoid height was determined by GEOID03.
 JG0570
 JG0570.The dynamic height is computed by dividing the NAVD 88
 JG0570.geopotential number by the normal gravity value computed on the
 JG0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0570.degrees latitude (g = 980.6199 gals.).
 JG0570
 JG0570.The modeled gravity was interpolated from observed gravity values.
 JG0570
 JG0570;                    North         East    Units  Estimated Accuracy
 JG0570;SPC KS N     -    70,180.      256,050.      MT  (+/- 180 meters Scaled)
 JG0570
 JG0570                          SUPERSEDED SURVEY CONTROL
 JG0570
 JG0570  NGVD 29 (??/??/92)  676.564  (m)         2219.69   (f) ADJ UNCH    1 2
 JG0570
 JG0570.Superseded values are not recommended for survey control.
 JG0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0570.See file dsdata.txt to determine how the superseded data were derived.
 JG0570
 JG0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ427118(NAD 83)
 JG0570_MARKER: DB = BENCH MARK DISK
 JG0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0570_STAMPING: N 302 1953
 JG0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0570+STABILITY: SURFACE MOTION
 JG0570
 JG0570  HISTORY     - Date     Condition        Report By
 JG0570  HISTORY     - 1953     MONUMENTED       CGS
 JG0570  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 JG0570
 JG0570                          STATION DESCRIPTION
 JG0570
 JG0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0570'4.6 MI E FROM OGALLAH.
 JG0570'4.55 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0570'RAILROAD STATION AT OGALLAH, 112 FEET NORTH OF THE CENTER LINE
 JG0570'OF THE HIGHWAY, 52.5 FEET SOUTH OF THE SOUTH RAIL OF THE UNION
 JG0570'PACIFIC RAILROAD, 22 FEET EAST OF THE CENTER LINE OF A DIRT
 JG0570'ROAD, 14.6 FEET SOUTHEAST OF THE EAST END OF A STEEL GATE, 3.9
 JG0570'FEET SOUTH OF A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, AT
 JG0570'MILEPOST 309, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JG0570'0.3 FOOT ABOVE THE GROUND.
 JG0570
 JG0570                          STATION RECOVERY (2006)
 JG0570
 JG0570'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0364 ***********************************************************************
 JG0364  DESIGNATION -  N 303
 JG0364  PID         -  JG0364
 JG0364  STATE/COUNTY-  KS/ELLIS
 JG0364  USGS QUAD   -  YOCEMENTO (1974)
 JG0364
 JG0364                         *CURRENT SURVEY CONTROL
 JG0364  ___________________________________________________________________
 JG0364* NAD 83(1986)-  38 54 10.     (N)    099 23 50.     (W)     SCALED    
 JG0364* NAVD 88     -       620.213  (meters)    2034.82   (feet)  ADJUSTED  
 JG0364  ___________________________________________________________________
 JG0364  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0364  DYNAMIC HT  -         619.750 (meters)    2033.30  (feet)  COMP
 JG0364  MODELED GRAV-     979,861.8   (mgal)                       NAVD 88
 JG0364
 JG0364  VERT ORDER  -  FIRST     CLASS II
 JG0364
 JG0364.The horizontal coordinates were scaled from a topographic map and have
 JG0364.an estimated accuracy of +/- 6 seconds.
 JG0364
 JG0364.The orthometric height was determined by differential leveling
 JG0364.and adjusted by the National Geodetic Survey in June 1991..
 JG0364
 JG0364.The geoid height was determined by GEOID03.
 JG0364
 JG0364.The dynamic height is computed by dividing the NAVD 88
 JG0364.geopotential number by the normal gravity value computed on the
 JG0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0364.degrees latitude (g = 980.6199 gals.).
 JG0364
 JG0364.The modeled gravity was interpolated from observed gravity values.
 JG0364
 JG0364;                    North         East    Units  Estimated Accuracy
 JG0364;SPC KS N     -    64,150.      278,810.      MT  (+/- 180 meters Scaled)
 JG0364
 JG0364                          SUPERSEDED SURVEY CONTROL
 JG0364
 JG0364  NGVD 29 (??/??/92)  619.951  (m)         2033.96   (f) ADJ UNCH    1 2
 JG0364
 JG0364.Superseded values are not recommended for survey control.
 JG0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0364.See file dsdata.txt to determine how the superseded data were derived.
 JG0364
 JG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ655060(NAD 83)
 JG0364_MARKER: DB = BENCH MARK DISK
 JG0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0364_STAMPING: N 303 1953
 JG0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0364+STABILITY: SURFACE MOTION
 JG0364
 JG0364  HISTORY     - Date     Condition        Report By
 JG0364  HISTORY     - 1953     MONUMENTED       CGS
 JG0364
 JG0364                          STATION DESCRIPTION
 JG0364
 JG0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0364'4 MI W FROM HAYS.
 JG0364'0.05 MILE SOUTH ALONG WALNUT STREET FROM THE UNION PACIFIC
 JG0364'RAILROAD STATION AT HAYS, THENCE 3.9 MILES WEST ALONG U.S. HIGHWAY
 JG0364'40, IN LINE WITH A ROW OF TELEPHONE POLES, 182 FEET NORTH OF
 JG0364'THE CENTER LINE OF THE HIGHWAY, 39.4 FEET NORTH OF THE NORTH
 JG0364'RAIL OF THE UNION PACIFIC RAILROAD, 24.3 FEET EAST OF MILEPOST
 JG0364'294, 5.6 FEET SOUTH OF A FENCE, 1.5 FEET NORTH OF A WITNESS
 JG0364'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 JG0364'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0251 ***********************************************************************
 JG0251  DESIGNATION -  N 304
 JG0251  PID         -  JG0251
 JG0251  STATE/COUNTY-  KS/RUSSELL
 JG0251  USGS QUAD   -  RUSSELL NW (1967)
 JG0251
 JG0251                         *CURRENT SURVEY CONTROL
 JG0251  ___________________________________________________________________
 JG0251* NAD 83(1986)-  38 53 29.     (N)    098 52 37.     (W)     SCALED    
 JG0251* NAVD 88     -       565.993  (meters)    1856.93   (feet)  ADJUSTED  
 JG0251  ___________________________________________________________________
 JG0251  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0251  DYNAMIC HT  -         565.595 (meters)    1855.62  (feet)  COMP
 JG0251  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 JG0251
 JG0251  VERT ORDER  -  FIRST     CLASS II
 JG0251
 JG0251.The horizontal coordinates were scaled from a topographic map and have
 JG0251.an estimated accuracy of +/- 6 seconds.
 JG0251
 JG0251.The orthometric height was determined by differential leveling
 JG0251.and adjusted by the National Geodetic Survey in June 1991..
 JG0251
 JG0251.The geoid height was determined by GEOID03.
 JG0251
 JG0251.The dynamic height is computed by dividing the NAVD 88
 JG0251.geopotential number by the normal gravity value computed on the
 JG0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0251.degrees latitude (g = 980.6199 gals.).
 JG0251
 JG0251.The modeled gravity was interpolated from observed gravity values.
 JG0251
 JG0251;                    North         East    Units  Estimated Accuracy
 JG0251;SPC KS N     -    62,320.      323,920.      MT  (+/- 180 meters Scaled)
 JG0251
 JG0251                          SUPERSEDED SURVEY CONTROL
 JG0251
 JG0251  NGVD 29 (??/??/92)  565.779  (m)         1856.23   (f) ADJ UNCH    1 2
 JG0251
 JG0251.Superseded values are not recommended for survey control.
 JG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0251.See file dsdata.txt to determine how the superseded data were derived.
 JG0251
 JG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ106047(NAD 83)
 JG0251_MARKER: DB = BENCH MARK DISK
 JG0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0251_STAMPING: N 304 1953
 JG0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0251+STABILITY: SURFACE MOTION
 JG0251
 JG0251  HISTORY     - Date     Condition        Report By
 JG0251  HISTORY     - 1953     MONUMENTED       CGS
 JG0251
 JG0251                          STATION DESCRIPTION
 JG0251
 JG0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0251'1.1 MI W FROM RUSSELL.
 JG0251'1.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0251'AT RUSSELL, 0.35 MILE WEST OF A ROAD CROSSING, 50 FEET SOUTH
 JG0251'OF THE SOUTH RAIL, 13 FEET NORTH OF A TELEPHONE POLE, 16 FEET
 JG0251'WEST OF A FENCE, 10 FEET SOUTHWEST OF A TELEPHONE POLE, 2.2 FEET
 JG0251'SOUTH OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE
 JG0251'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0047 ***********************************************************************
 HG0047  DESIGNATION -  N 307
 HG0047  PID         -  HG0047
 HG0047  STATE/COUNTY-  KS/KINGMAN
 HG0047  USGS QUAD   -  CLEVELAND (1967)
 HG0047
 HG0047                         *CURRENT SURVEY CONTROL
 HG0047  ___________________________________________________________________
 HG0047* NAD 83(1986)-  37 34 30.     (N)    098 07 59.     (W)     SCALED    
 HG0047* NAVD 88     -       485.585  (meters)    1593.12   (feet)  POSTED    
 HG0047  ___________________________________________________________________
 HG0047  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 HG0047  DYNAMIC HT  -         485.180 (meters)    1591.79  (feet)  COMP
 HG0047  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 HG0047
 HG0047  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HG0047
 HG0047.The horizontal coordinates were scaled from a topographic map and have
 HG0047.an estimated accuracy of +/- 6 seconds.
 HG0047
 HG0047.The orthometric height was determined by differential leveling
 HG0047.and adjusted by the National Geodetic Survey in 1992..
 HG0047.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HG0047.rate of 1.1 thru 2.0 mm/km.
 HG0047
 HG0047.The geoid height was determined by GEOID03.
 HG0047
 HG0047.The dynamic height is computed by dividing the NAVD 88
 HG0047.geopotential number by the normal gravity value computed on the
 HG0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0047.degrees latitude (g = 980.6199 gals.).
 HG0047
 HG0047.The modeled gravity was interpolated from observed gravity values.
 HG0047
 HG0047;                    North         East    Units  Estimated Accuracy
 HG0047;SPC KS S     -   500,880.      432,410.      MT  (+/- 180 meters Scaled)
 HG0047
 HG0047                          SUPERSEDED SURVEY CONTROL
 HG0047
 HG0047  NGVD 29 (??/??/92)  485.411  (m)         1592.55   (f) ADJ UNCH    1 2
 HG0047
 HG0047.Superseded values are not recommended for survey control.
 HG0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0047.See file dsdata.txt to determine how the superseded data were derived.
 HG0047
 HG0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG765590(NAD 83)
 HG0047_MARKER: DB = BENCH MARK DISK
 HG0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0047_SP_SET: CONCRETE POST
 HG0047_STAMPING: N 307 1953
 HG0047_MARK LOGO: CGS   
 HG0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0047+STABILITY: SURFACE MOTION
 HG0047
 HG0047  HISTORY     - Date     Condition        Report By
 HG0047  HISTORY     - 1953     MONUMENTED       CGS
 HG0047  HISTORY     - 1986     GOOD             NGS
 HG0047
 HG0047                          STATION DESCRIPTION
 HG0047
 HG0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0047'5.7 MI S FROM KINGMAN.
 HG0047'5.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0047'FROM THE STATION AT KINGMAN, AT A ROAD CROSSING, 37 FEET SOUTH OF
 HG0047'THE CENTER LINE OF AN EAST AND WEST ROAD, 46 FEET WEST OF THE
 HG0047'WEST RAIL, 15 FEET SOUTH OF A FENCE CORNER, 17 FEET WEST OF A
 HG0047'TELEPHONE POLE, 2 FEET EAST OF A FENCE, 3.3 FEET NORTH OF A
 HG0047'WITNESS POST, SET IN TH E TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 HG0047'FOOT ABOVE THE GROUND.
 HG0047
 HG0047                          STATION RECOVERY (1986)
 HG0047
 HG0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0923 ***********************************************************************
 HF0923  DESIGNATION -  N 308
 HF0923  PID         -  HF0923
 HF0923  STATE/COUNTY-  KS/RENO
 HF0923  USGS QUAD   -  HAVEN (1961)
 HF0923
 HF0923                         *CURRENT SURVEY CONTROL
 HF0923  ___________________________________________________________________
 HF0923* NAD 83(1986)-  37 53 45.     (N)    097 46 17.     (W)     SCALED    
 HF0923* NAVD 88     -       449.022  (meters)    1473.17   (feet)  ADJUSTED  
 HF0923  ___________________________________________________________________
 HF0923  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 HF0923  DYNAMIC HT  -         448.675 (meters)    1472.03  (feet)  COMP
 HF0923  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 HF0923
 HF0923  VERT ORDER  -  SECOND    CLASS 0
 HF0923
 HF0923.The horizontal coordinates were scaled from a topographic map and have
 HF0923.an estimated accuracy of +/- 6 seconds.
 HF0923
 HF0923.The orthometric height was determined by differential leveling
 HF0923.and adjusted by the National Geodetic Survey in June 1991..
 HF0923
 HF0923.The geoid height was determined by GEOID03.
 HF0923
 HF0923.The dynamic height is computed by dividing the NAVD 88
 HF0923.geopotential number by the normal gravity value computed on the
 HF0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0923.degrees latitude (g = 980.6199 gals.).
 HF0923
 HF0923.The modeled gravity was interpolated from observed gravity values.
 HF0923
 HF0923;                    North         East    Units  Estimated Accuracy
 HF0923;SPC KS S     -   536,670.      464,080.      MT  (+/- 180 meters Scaled)
 HF0923
 HF0923                          SUPERSEDED SURVEY CONTROL
 HF0923
 HF0923  NGVD 29 (??/??/92)  448.875  (m)         1472.68   (f) ADJ UNCH    2 0
 HF0923
 HF0923.Superseded values are not recommended for survey control.
 HF0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0923.See file dsdata.txt to determine how the superseded data were derived.
 HF0923
 HF0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG080949(NAD 83)
 HF0923_MARKER: DB = BENCH MARK DISK
 HF0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0923_STAMPING: N 308 1953
 HF0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0923+STABILITY: SURFACE MOTION
 HF0923
 HF0923  HISTORY     - Date     Condition        Report By
 HF0923  HISTORY     - 1953     MONUMENTED       CGS
 HF0923
 HF0923                          STATION DESCRIPTION
 HF0923
 HF0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0923'0.8 MI E FROM HAVEN.
 HF0923'0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF0923'STATION AT HAVEN, 1 POLE EAST OF MILEPOST 516-10, 34 FEET
 HF0923'SOUTHWEST OF THE SOUTHWEST CORNER OF A TRESTLE, 36 FEET SOUTH
 HF0923'OF THE SOUTH RAIL, 7 FEET WEST OF A TELEPHONE POLE, 9 FEET NORTH
 HF0923'OF A FENCE, 2.4 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 HF0923'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0176 ***********************************************************************
 HG0176  DESIGNATION -  N 309 RESET
 HG0176  PID         -  HG0176
 HG0176  STATE/COUNTY-  KS/HARPER
 HG0176  USGS QUAD   -  HARPER (1973)
 HG0176
 HG0176                         *CURRENT SURVEY CONTROL
 HG0176  ___________________________________________________________________
 HG0176* NAD 83(1986)-  37 16 48.     (N)    098 02 23.     (W)     SCALED    
 HG0176* NAVD 88     -       435.03   (meters)    1427.3    (feet)  RESET     
 HG0176  ___________________________________________________________________
 HG0176  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HG0176
 HG0176  VERT ORDER  -  THIRD
 HG0176
 HG0176.This mark is at Harper Municipal Airport (8K2)
 HG0176
 HG0176.The horizontal coordinates were scaled from a topographic map and have
 HG0176.an estimated accuracy of +/- 6 seconds.
 HG0176
 HG0176.The orthometric height was computed from unverified reset data.
 HG0176
 HG0176.The geoid height was determined by GEOID03.
 HG0176
 HG0176;                    North         East    Units  Estimated Accuracy
 HG0176;SPC KS S     -   468,170.      440,820.      MT  (+/- 180 meters Scaled)
 HG0176
 HG0176                          SUPERSEDED SURVEY CONTROL
 HG0176
 HG0176.No superseded survey control is available for this station.
 HG0176
 HG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG851263(NAD 83)
 HG0176_MARKER: DB = BENCH MARK DISK
 HG0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0176_STAMPING: N 309 RESET 1958
 HG0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0176+STABILITY: SURFACE MOTION
 HG0176
 HG0176  HISTORY     - Date     Condition        Report By
 HG0176  HISTORY     - 1958     MONUMENTED       KSHC
 HG0176  HISTORY     - 1985     MARK NOT FOUND   NGS
 HG0176
 HG0176                          STATION DESCRIPTION
 HG0176
 HG0176'DESCRIBED BY KS HIGHWAY COMM 1958
 HG0176'1.2 MI SW FROM HARPER.
 HG0176'0.2 MILE SOUT ALONG CENTRAL STREET FROM THE POST OFFICE AT HARPER,
 HG0176'THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY 160, THENCE 0.2 MILE
 HG0176'SOUTH ALONG U.S. HIGHWAY 160 AND STATE HIGHWAY 14, AT THE
 HG0176'ENTRANCE TO THE HARPER MUNICIPAL AIRPORT, THENCE 75 FEET WEST
 HG0176'OF THE CENTERLINE OF THE HIGHWAY, 68 FEET NORTH OF THE CENTER
 HG0176'OF THE ENTRANCE TO THE AIRPORT, 1.5 FEET NORTH OF A WITNESS
 HG0176'POST IN NORTH-SOUTH FENCE, AND SET IN THE TOP OF A CONCRETE
 HG0176'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 HG0176
 HG0176                          STATION RECOVERY (1985)
 HG0176
 HG0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0176'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0681 ***********************************************************************
 JF0681  DESIGNATION -  N 31
 JF0681  PID         -  JF0681
 JF0681  STATE/COUNTY-  KS/MCPHERSON
 JF0681  USGS QUAD   -  CANTON (1985)
 JF0681
 JF0681                         *CURRENT SURVEY CONTROL
 JF0681  ___________________________________________________________________
 JF0681* NAD 83(1986)-  38 23 02.     (N)    097 25 56.     (W)     SCALED    
 JF0681* NAVD 88     -       485.395  (meters)    1592.50   (feet)  ADJUSTED  
 JF0681  ___________________________________________________________________
 JF0681  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 JF0681  DYNAMIC HT  -         485.031 (meters)    1591.31  (feet)  COMP
 JF0681  MODELED GRAV-     979,863.8   (mgal)                       NAVD 88
 JF0681
 JF0681  VERT ORDER  -  FIRST     CLASS II
 JF0681
 JF0681.The horizontal coordinates were scaled from a topographic map and have
 JF0681.an estimated accuracy of +/- 6 seconds.
 JF0681
 JF0681.The orthometric height was determined by differential leveling
 JF0681.and adjusted by the National Geodetic Survey in July 2002..
 JF0681
 JF0681.The geoid height was determined by GEOID03.
 JF0681
 JF0681.The dynamic height is computed by dividing the NAVD 88
 JF0681.geopotential number by the normal gravity value computed on the
 JF0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0681.degrees latitude (g = 980.6199 gals.).
 JF0681
 JF0681.The modeled gravity was interpolated from observed gravity values.
 JF0681
 JF0681;                    North         East    Units  Estimated Accuracy
 JF0681;SPC KS S     -   591,120.      493,290.      MT  (+/- 180 meters Scaled)
 JF0681
 JF0681                          SUPERSEDED SURVEY CONTROL
 JF0681
 JF0681  NAVD 88 (06/15/91)  485.305  (m)         1592.20   (f) UNKNOWN     1 2
 JF0681  NGVD 29 (??/??/92)  485.111  (m)         1591.57   (f) ADJ UNCH    1 2
 JF0681
 JF0681.Superseded values are not recommended for survey control.
 JF0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0681.See file dsdata.txt to determine how the superseded data were derived.
 JF0681
 JF0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH369495(NAD 83)
 JF0681_MARKER: DB = BENCH MARK DISK
 JF0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0681_STAMPING: N 31 1931
 JF0681_MARK LOGO: CGS   
 JF0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0681+STABILITY: SURFACE MOTION
 JF0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0681+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1998
 JF0681
 JF0681  HISTORY     - Date     Condition        Report By
 JF0681  HISTORY     - UNK      MONUMENTED       CGS
 JF0681  HISTORY     - 1934     GOOD             NGS
 JF0681  HISTORY     - 19980114 GOOD             NGS
 JF0681
 JF0681                          STATION DESCRIPTION
 JF0681
 JF0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0681'IN CANTON.
 JF0681'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO. 60 YDS.
 JF0681'S.W. OF THE S.W. CORNER OF THE STATION CANTON 59 FT. SOUTH OF THE
 JF0681'CENTER LINE OF THE TRACK.  31.5 FT. WEST OF THE CENTER OF ROAD.
 JF0681
 JF0681                          STATION RECOVERY (1998)
 JF0681
 JF0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 JF0681'IN CANTON, AT THE INTERSECTION OF KANSAS AND PARK STREETS, 86.2 M
 JF0681'(282.8 FT) SOUTH OF THE CENTER OF RAILROAD STREET, 82.3 M (270.0 FT)
 JF0681'NORTH OF THE EXTENDED CENTER OF PARK STREET, 9.2 M (30.2 FT) WEST OF
 JF0681'THE CENTER OF KANSAS STREET, 7.5 M (24.6 FT) NORTH OF THE CENTER OF A
 JF0681'ROAD LEADING TO A BALL PARK, 3.3 M (10.8 FT) SOUTHEAST OF THE EAST
 JF0681'CORNER OF A CONCRETE SLAB, 2.9 M (9.5 FT) NORTHWEST OF A UTILITY POLE,
 JF0681'AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0213 ***********************************************************************
 HG0213  DESIGNATION -  N 310
 HG0213  PID         -  HG0213
 HG0213  STATE/COUNTY-  KS/HARPER
 HG0213  USGS QUAD   -  SPRING (1972)
 HG0213
 HG0213                         *CURRENT SURVEY CONTROL
 HG0213  ___________________________________________________________________
 HG0213* NAD 83(1986)-  37 01 21.     (N)    098 01 38.     (W)     SCALED    
 HG0213* NAVD 88     -       408.601  (meters)    1340.55   (feet)  ADJUSTED  
 HG0213  ___________________________________________________________________
 HG0213  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 HG0213  DYNAMIC HT  -         408.258 (meters)    1339.43  (feet)  COMP
 HG0213  MODELED GRAV-     979,779.4   (mgal)                       NAVD 88
 HG0213
 HG0213  VERT ORDER  -  FIRST     CLASS II
 HG0213
 HG0213.The horizontal coordinates were scaled from a topographic map and have
 HG0213.an estimated accuracy of +/- 6 seconds.
 HG0213
 HG0213.The orthometric height was determined by differential leveling
 HG0213.and adjusted by the National Geodetic Survey in June 1991..
 HG0213
 HG0213.The geoid height was determined by GEOID03.
 HG0213
 HG0213.The dynamic height is computed by dividing the NAVD 88
 HG0213.geopotential number by the normal gravity value computed on the
 HG0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0213.degrees latitude (g = 980.6199 gals.).
 HG0213
 HG0213.The modeled gravity was interpolated from observed gravity values.
 HG0213
 HG0213;                    North         East    Units  Estimated Accuracy
 HG0213;SPC KS S     -   439,600.      442,070.      MT  (+/- 180 meters Scaled)
 HG0213
 HG0213                          SUPERSEDED SURVEY CONTROL
 HG0213
 HG0213  NGVD 29 (??/??/92)  408.476  (m)         1340.14   (f) ADJ UNCH    1 2
 HG0213
 HG0213.Superseded values are not recommended for survey control.
 HG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0213.See file dsdata.txt to determine how the superseded data were derived.
 HG0213
 HG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF865978(NAD 83)
 HG0213_MARKER: DB = BENCH MARK DISK
 HG0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0213_SP_SET: CONCRETE POST
 HG0213_STAMPING: N 310 1953
 HG0213_MARK LOGO: CGS   
 HG0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0213+STABILITY: SURFACE MOTION
 HG0213
 HG0213  HISTORY     - Date     Condition        Report By
 HG0213  HISTORY     - 1953     MONUMENTED       CGS
 HG0213  HISTORY     - 1985     GOOD             NGS
 HG0213
 HG0213                          STATION DESCRIPTION
 HG0213
 HG0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0213'1.8 MI N FROM MANCHESTER.
 HG0213'1.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0213'FROM THE STATION AT MANCHESTER, 4 POLES NORTH OF MILEPOST 79,
 HG0213'44 FEET WEST OF THE WEST RAIL, 23 FEET WEST OF A TELEPHONE POLE, 3
 HG0213'FEET EAST OF A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN
 HG0213'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 HG0213'GROUND.
 HG0213
 HG0213                          STATION RECOVERY (1985)
 HG0213
 HG0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0992 ***********************************************************************
 HF0992  DESIGNATION -  N 311
 HF0992  PID         -  HF0992
 HF0992  STATE/COUNTY-  KS/KINGMAN
 HF0992  USGS QUAD   -  MURDOCK (1965)
 HF0992
 HF0992                         *CURRENT SURVEY CONTROL
 HF0992  ___________________________________________________________________
 HF0992* NAD 83(1986)-  37 34 31.     (N)    097 58 21.     (W)     SCALED    
 HF0992* NAVD 88     -       469.666  (meters)    1540.90   (feet)  ADJUSTED  
 HF0992  ___________________________________________________________________
 HF0992  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 HF0992  DYNAMIC HT  -         469.284 (meters)    1539.64  (feet)  COMP
 HF0992  MODELED GRAV-     979,801.8   (mgal)                       NAVD 88
 HF0992
 HF0992  VERT ORDER  -  SECOND    CLASS 0
 HF0992
 HF0992.The horizontal coordinates were scaled from a topographic map and have
 HF0992.an estimated accuracy of +/- 6 seconds.
 HF0992
 HF0992.The orthometric height was determined by differential leveling
 HF0992.and adjusted by the National Geodetic Survey in June 1991..
 HF0992
 HF0992.The geoid height was determined by GEOID03.
 HF0992
 HF0992.The dynamic height is computed by dividing the NAVD 88
 HF0992.geopotential number by the normal gravity value computed on the
 HF0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0992.degrees latitude (g = 980.6199 gals.).
 HF0992
 HF0992.The modeled gravity was interpolated from observed gravity values.
 HF0992
 HF0992;                    North         East    Units  Estimated Accuracy
 HF0992;SPC KS S     -   500,970.      446,600.      MT  (+/- 180 meters Scaled)
 HF0992
 HF0992                          SUPERSEDED SURVEY CONTROL
 HF0992
 HF0992  NGVD 29 (??/??/92)  469.516  (m)         1540.40   (f) ADJ UNCH    2 0
 HF0992
 HF0992.Superseded values are not recommended for survey control.
 HF0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0992.See file dsdata.txt to determine how the superseded data were derived.
 HF0992
 HF0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG907591(NAD 83)
 HF0992_MARKER: DB = BENCH MARK DISK
 HF0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0992_STAMPING: N 311 1956
 HF0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0992+STABILITY: SURFACE MOTION
 HF0992
 HF0992  HISTORY     - Date     Condition        Report By
 HF0992  HISTORY     - 1956     MONUMENTED       CGS
 HF0992
 HF0992                          STATION DESCRIPTION
 HF0992
 HF0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0992'12.1 MI SE FROM KINGMAN.
 HF0992'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HF0992'AND SANTA FE RAILROAD STATION AT KINGMAN, THENCE 5.75 MILES EAST
 HF0992'ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES SOUTH ALONG A GRADED
 HF0992'DIRT ROAD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 HF0992'1.85 MILES SOUTH ALONG A GRADED DIRT ROAD, 96 FEET SOUTHWEST OF A
 HF0992'POWER POLE, 69 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 HF0992'ROAD, 7 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 HF0992'EAST, 1.4 FEET NORTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST,
 HF0992'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 HF0992'GROUND, IN THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 29 SOUTH, RANGE
 HF0992'7 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0960 ***********************************************************************
 HF0960  DESIGNATION -  N 312
 HF0960  PID         -  HF0960
 HF0960  STATE/COUNTY-  KS/SEDGWICK
 HF0960  USGS QUAD   -  CHENEY SE (1965)
 HF0960
 HF0960                         *CURRENT SURVEY CONTROL
 HF0960  ___________________________________________________________________
 HF0960* NAD 83(1986)-  37 34 32.     (N)    097 46 16.     (W)     SCALED    
 HF0960* NAVD 88     -       411.125  (meters)    1348.83   (feet)  ADJUSTED  
 HF0960  ___________________________________________________________________
 HF0960  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 HF0960  DYNAMIC HT  -         410.790 (meters)    1347.73  (feet)  COMP
 HF0960  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 HF0960
 HF0960  VERT ORDER  -  SECOND    CLASS 0
 HF0960
 HF0960.The horizontal coordinates were scaled from a topographic map and have
 HF0960.an estimated accuracy of +/- 6 seconds.
 HF0960
 HF0960.The orthometric height was determined by differential leveling
 HF0960.and adjusted by the National Geodetic Survey in June 1991..
 HF0960
 HF0960.The geoid height was determined by GEOID03.
 HF0960
 HF0960.The dynamic height is computed by dividing the NAVD 88
 HF0960.geopotential number by the normal gravity value computed on the
 HF0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0960.degrees latitude (g = 980.6199 gals.).
 HF0960
 HF0960.The modeled gravity was interpolated from observed gravity values.
 HF0960
 HF0960;                    North         East    Units  Estimated Accuracy
 HF0960;SPC KS S     -   501,120.      464,380.      MT  (+/- 180 meters Scaled)
 HF0960
 HF0960                          SUPERSEDED SURVEY CONTROL
 HF0960
 HF0960  NGVD 29 (??/??/92)  410.983  (m)         1348.37   (f) ADJ UNCH    2 0
 HF0960
 HF0960.Superseded values are not recommended for survey control.
 HF0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0960.See file dsdata.txt to determine how the superseded data were derived.
 HF0960
 HF0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG085594(NAD 83)
 HF0960_MARKER: DB = BENCH MARK DISK
 HF0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0960_STAMPING: N 312 1956
 HF0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0960+STABILITY: SURFACE MOTION
 HF0960
 HF0960  HISTORY     - Date     Condition        Report By
 HF0960  HISTORY     - 1956     MONUMENTED       CGS
 HF0960
 HF0960                          STATION DESCRIPTION
 HF0960
 HF0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0960'4 MI S FROM CHENEY.
 HF0960'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0960'FROM THE STATION AT CHENEY, THENCE 0.6 MILE SOUTH ALONG A GRADED
 HF0960'DIRT ROAD, THENCE 3.0 MILES SOUTH ALONG AN OILED ROAD, 36 FEET
 HF0960'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 59 FEET WEST OF
 HF0960'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 11.6 FEET SOUTHWEST OF
 HF0960'A POWER POLE, 2.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 HF0960'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE
 HF0960'SOUTHEAST 1/4 OF SECTION 29, TOWNSHIP 28 SOUTH, RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1013 ***********************************************************************
 HF1013  DESIGNATION -  N 313
 HF1013  PID         -  HF1013
 HF1013  STATE/COUNTY-  KS/SEDGWICK
 HF1013  USGS QUAD   -  GARDEN PLAIN (1982)
 HF1013
 HF1013                         *CURRENT SURVEY CONTROL
 HF1013  ___________________________________________________________________
 HF1013* NAD 83(1986)-  37 43 16.     (N)    097 40 50.     (W)     SCALED    
 HF1013* NAVD 88     -       461.458  (meters)    1513.97   (feet)  ADJUSTED  
 HF1013  ___________________________________________________________________
 HF1013  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 HF1013  DYNAMIC HT  -         461.085 (meters)    1512.74  (feet)  COMP
 HF1013  MODELED GRAV-     979,808.7   (mgal)                       NAVD 88
 HF1013
 HF1013  VERT ORDER  -  SECOND    CLASS 0
 HF1013
 HF1013.The horizontal coordinates were scaled from a topographic map and have
 HF1013.an estimated accuracy of +/- 6 seconds.
 HF1013
 HF1013.The orthometric height was determined by differential leveling
 HF1013.and adjusted by the National Geodetic Survey in June 1991..
 HF1013
 HF1013.The geoid height was determined by GEOID03.
 HF1013
 HF1013.The dynamic height is computed by dividing the NAVD 88
 HF1013.geopotential number by the normal gravity value computed on the
 HF1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1013.degrees latitude (g = 980.6199 gals.).
 HF1013
 HF1013.The modeled gravity was interpolated from observed gravity values.
 HF1013
 HF1013;                    North         East    Units  Estimated Accuracy
 HF1013;SPC KS S     -   517,340.      472,240.      MT  (+/- 180 meters Scaled)
 HF1013
 HF1013                          SUPERSEDED SURVEY CONTROL
 HF1013
 HF1013  NGVD 29 (??/??/92)  461.308  (m)         1513.47   (f) ADJ UNCH    2 0
 HF1013
 HF1013.Superseded values are not recommended for survey control.
 HF1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1013.See file dsdata.txt to determine how the superseded data were derived.
 HF1013
 HF1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG162756(NAD 83)
 HF1013_MARKER: DB = BENCH MARK DISK
 HF1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1013_STAMPING: N 313 1956
 HF1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1013+STABILITY: SURFACE MOTION
 HF1013
 HF1013  HISTORY     - Date     Condition        Report By
 HF1013  HISTORY     - 1956     MONUMENTED       CGS
 HF1013
 HF1013                          STATION DESCRIPTION
 HF1013
 HF1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1013'20 MI W FROM WICHITA.
 HF1013'5.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF1013'STATION AT WICHITA, THENCE 7.0 MILES WEST ALONG AN OILED ROAD,
 HF1013'THENCE 8.0 MILES WEST ALONG A GRAVELED ROAD, 54 FEET NORTH OF THE
 HF1013'CENTER LINE OF AN EAST AND WEST ROAD, 30 FEET WEST OF THE CENTER
 HF1013'LINE OF A NORTH AND SOUTH ROAD, 1.6 FEET WEST OF A FENCE, 2.3
 HF1013'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HF1013'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4
 HF1013'OF SECTION 6, TOWNSHIP 27 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0838 ***********************************************************************
 HF0838  DESIGNATION -  N 314
 HF0838  PID         -  HF0838
 HF0838  STATE/COUNTY-  KS/SUMNER
 HF0838  USGS QUAD   -  CALDWELL (1971)
 HF0838
 HF0838                         *CURRENT SURVEY CONTROL
 HF0838  ___________________________________________________________________
 HF0838* NAD 83(1986)-  37 05 03.     (N)    097 34 58.     (W)     SCALED    
 HF0838* NAVD 88     -       357.277  (meters)    1172.17   (feet)  ADJUSTED  
 HF0838  ___________________________________________________________________
 HF0838  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HF0838  DYNAMIC HT  -         356.980 (meters)    1171.19  (feet)  COMP
 HF0838  MODELED GRAV-     979,789.7   (mgal)                       NAVD 88
 HF0838
 HF0838  VERT ORDER  -  SECOND    CLASS 0
 HF0838
 HF0838.The horizontal coordinates were scaled from a topographic map and have
 HF0838.an estimated accuracy of +/- 6 seconds.
 HF0838
 HF0838.The orthometric height was determined by differential leveling
 HF0838.and adjusted by the National Geodetic Survey in June 1991..
 HF0838
 HF0838.The geoid height was determined by GEOID03.
 HF0838
 HF0838.The dynamic height is computed by dividing the NAVD 88
 HF0838.geopotential number by the normal gravity value computed on the
 HF0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0838.degrees latitude (g = 980.6199 gals.).
 HF0838
 HF0838.The modeled gravity was interpolated from observed gravity values.
 HF0838
 HF0838;                    North         East    Units  Estimated Accuracy
 HF0838;SPC KS S     -   446,740.      481,560.      MT  (+/- 180 meters Scaled)
 HF0838
 HF0838                          SUPERSEDED SURVEY CONTROL
 HF0838
 HF0838  NGVD 29 (??/??/92)  357.169  (m)         1171.81   (f) ADJ UNCH    2 0
 HF0838
 HF0838.Superseded values are not recommended for survey control.
 HF0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0838.See file dsdata.txt to determine how the superseded data were derived.
 HF0838
 HF0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG259051(NAD 83)
 HF0838_MARKER: DB = BENCH MARK DISK
 HF0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0838_STAMPING: N 314 1956
 HF0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0838+STABILITY: SURFACE MOTION
 HF0838
 HF0838  HISTORY     - Date     Condition        Report By
 HF0838  HISTORY     - 1956     MONUMENTED       CGS
 HF0838
 HF0838                          STATION DESCRIPTION
 HF0838
 HF0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0838'4.7 MI N FROM CALDWELL.
 HF0838'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0838'FROM THE STATION AT CALDWELL, THENCE 1.1 MILES EAST ALONG
 HF0838'A GRADED DIRT ROAD, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT
 HF0838'ROAD, 28 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 HF0838'33 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 4 FEET
 HF0838'WEST OF A POWER POLE, 4 FEET WEST OF A WITNESS POST, SET IN THE
 HF0838'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 HF0838'IN THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 34 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1040 ***********************************************************************
 HF1040  DESIGNATION -  N 315
 HF1040  PID         -  HF1040
 HF1040  STATE/COUNTY-  KS/RENO
 HF1040  USGS QUAD   -  CHENEY (1982)
 HF1040
 HF1040                         *CURRENT SURVEY CONTROL
 HF1040  ___________________________________________________________________
 HF1040* NAD 83(1986)-  37 44 53.     (N)    097 51 47.     (W)     SCALED    
 HF1040* NAVD 88     -       448.360  (meters)    1470.99   (feet)  ADJUSTED  
 HF1040  ___________________________________________________________________
 HF1040  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HF1040  DYNAMIC HT  -         448.005 (meters)    1469.83  (feet)  COMP
 HF1040  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 HF1040
 HF1040  VERT ORDER  -  SECOND    CLASS 0
 HF1040
 HF1040.The horizontal coordinates were scaled from a topographic map and have
 HF1040.an estimated accuracy of +/- 6 seconds.
 HF1040
 HF1040.The orthometric height was determined by differential leveling
 HF1040.and adjusted by the National Geodetic Survey in June 1991..
 HF1040
 HF1040.The geoid height was determined by GEOID03.
 HF1040
 HF1040.The dynamic height is computed by dividing the NAVD 88
 HF1040.geopotential number by the normal gravity value computed on the
 HF1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1040.degrees latitude (g = 980.6199 gals.).
 HF1040
 HF1040.The modeled gravity was interpolated from observed gravity values.
 HF1040
 HF1040;                    North         East    Units  Estimated Accuracy
 HF1040;SPC KS S     -   520,210.      456,130.      MT  (+/- 180 meters Scaled)
 HF1040
 HF1040                          SUPERSEDED SURVEY CONTROL
 HF1040
 HF1040  NGVD 29 (??/??/92)  448.211  (m)         1470.51   (f) ADJ UNCH    2 0
 HF1040
 HF1040.Superseded values are not recommended for survey control.
 HF1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1040.See file dsdata.txt to determine how the superseded data were derived.
 HF1040
 HF1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG001784(NAD 83)
 HF1040_MARKER: DB = BENCH MARK DISK
 HF1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1040_STAMPING: N 315 1956
 HF1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1040+STABILITY: SURFACE MOTION
 HF1040
 HF1040  HISTORY     - Date     Condition        Report By
 HF1040  HISTORY     - 1956     MONUMENTED       CGS
 HF1040  HISTORY     - 1959     GOOD             USGS
 HF1040
 HF1040                          STATION DESCRIPTION
 HF1040
 HF1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1040'13.8 MI NW FROM CHENEY.
 HF1040'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1040'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A
 HF1040'GRADED DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54,
 HF1040'THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.5 MILES
 HF1040'WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A
 HF1040'GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD,
 HF1040'THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE
 HF1040'WEST ALONG AN OILED ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED
 HF1040'DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, THENCE
 HF1040'1.0 MILE NORTH ALONG A GRAVELED ROAD, 37 FEET WEST OF THE CENTER
 HF1040'LINE OF A NORTH AND SOUTH ROAD, 28 FEET NORTH OF THE CENTER LINE
 HF1040'OF AN EAST AND WEST ROAD, 2 FEET WEST OF A WITNESS POST, SET IN
 HF1040'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 HF1040'GROUND, IN THE SOUTHEAST 1/4 OF SECTION 28, TOWNSHIP 26 SOUTH,
 HF1040'RANGE 5 WEST.  NOTE-- REPORTED NEAR CORNER OF SECTIONS 27, 28,
 HF1040'33, AND 34, T26S, R5W.
 HF1040
 HF1040                          STATION RECOVERY (1959)
 HF1040
 HF1040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 HF1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0934 ***********************************************************************
 JE0934  DESIGNATION -  N 324
 JE0934  PID         -  JE0934
 JE0934  STATE/COUNTY-  KS/DOUGLAS
 JE0934  USGS QUAD   -  LONE STAR (1978)
 JE0934
 JE0934                         *CURRENT SURVEY CONTROL
 JE0934  ___________________________________________________________________
 JE0934* NAD 83(1986)-  38 46 03.     (N)    095 18 25.     (W)     SCALED    
 JE0934* NAVD 88     -       304.995  (meters)    1000.64   (feet)  ADJUSTED  
 JE0934  ___________________________________________________________________
 JE0934  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 JE0934  DYNAMIC HT  -         304.788 (meters)     999.96  (feet)  COMP
 JE0934  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 JE0934
 JE0934  VERT ORDER  -  SECOND    CLASS 0
 JE0934
 JE0934.The horizontal coordinates were scaled from a topographic map and have
 JE0934.an estimated accuracy of +/- 6 seconds.
 JE0934
 JE0934.The orthometric height was determined by differential leveling
 JE0934.and adjusted by the National Geodetic Survey in June 1991..
 JE0934
 JE0934.The geoid height was determined by GEOID03.
 JE0934
 JE0934.The dynamic height is computed by dividing the NAVD 88
 JE0934.geopotential number by the normal gravity value computed on the
 JE0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0934.degrees latitude (g = 980.6199 gals.).
 JE0934
 JE0934.The modeled gravity was interpolated from observed gravity values.
 JE0934
 JE0934;                    North         East    Units  Estimated Accuracy
 JE0934;SPC KS N     -    51,680.      634,020.      MT  (+/- 180 meters Scaled)
 JE0934
 JE0934                          SUPERSEDED SURVEY CONTROL
 JE0934
 JE0934  NGVD 29 (??/??/92)  304.878  (m)         1000.25   (f) ADJ UNCH    2 0
 JE0934
 JE0934.Superseded values are not recommended for survey control.
 JE0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0934.See file dsdata.txt to determine how the superseded data were derived.
 JE0934
 JE0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC995935(NAD 83)
 JE0934_MARKER: DB = BENCH MARK DISK
 JE0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0934_SP_SET: CULVERT
 JE0934_STAMPING: N 324 1960
 JE0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0934
 JE0934  HISTORY     - Date     Condition        Report By
 JE0934  HISTORY     - 1960     MONUMENTED       CGS
 JE0934  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0934
 JE0934                          STATION DESCRIPTION
 JE0934
 JE0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE0934'5.6 MI W FROM BALDWIN.
 JE0934'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0934'RAILWAY FROM THE STATION AT BALDWIN, THENCE 5.1 MILES WEST ALONG
 JE0934'GRAVELED ROAD, 10 FEET SOUTH OF THE CENTER OF THE ROAD, CEMENTED
 JE0934'IN A DRILL HOLE IN THE CENTER OF THE SOUTH HEADWALL OF A LARGE
 JE0934'CONCRETE CULVERT.
 JE0934
 JE0934                          STATION RECOVERY (2005)
 JE0934
 JE0934'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0934'THE CULVERT HAS BEEN REPLACED REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0050 ***********************************************************************
 JF0050  DESIGNATION -  N 325
 JF0050  PID         -  JF0050
 JF0050  STATE/COUNTY-  KS/LYON
 JF0050  USGS QUAD   -  BUSHONG (1971)
 JF0050
 JF0050                         *CURRENT SURVEY CONTROL
 JF0050  ___________________________________________________________________
 JF0050* NAD 83(1986)-  38 39 28.     (N)    096 17 54.     (W)     SCALED    
 JF0050* NAVD 88     -       398.987  (meters)    1309.01   (feet)  ADJUSTED  
 JF0050  ___________________________________________________________________
 JF0050  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 JF0050  DYNAMIC HT  -         398.705 (meters)    1308.08  (feet)  COMP
 JF0050  MODELED GRAV-     979,911.4   (mgal)                       NAVD 88
 JF0050
 JF0050  VERT ORDER  -  SECOND    CLASS 0
 JF0050
 JF0050.The horizontal coordinates were scaled from a topographic map and have
 JF0050.an estimated accuracy of +/- 6 seconds.
 JF0050
 JF0050.The orthometric height was determined by differential leveling
 JF0050.and adjusted by the National Geodetic Survey in June 1991..
 JF0050
 JF0050.The geoid height was determined by GEOID03.
 JF0050
 JF0050.The dynamic height is computed by dividing the NAVD 88
 JF0050.geopotential number by the normal gravity value computed on the
 JF0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0050.degrees latitude (g = 980.6199 gals.).
 JF0050
 JF0050.The modeled gravity was interpolated from observed gravity values.
 JF0050
 JF0050;                    North         East    Units  Estimated Accuracy
 JF0050;SPC KS S     -   623,260.      591,620.      MT  (+/- 180 meters Scaled)
 JF0050
 JF0050                          SUPERSEDED SURVEY CONTROL
 JF0050
 JF0050  NGVD 29 (??/??/92)  398.839  (m)         1308.52   (f) ADJ UNCH    2 0
 JF0050
 JF0050.Superseded values are not recommended for survey control.
 JF0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0050.See file dsdata.txt to determine how the superseded data were derived.
 JF0050
 JF0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH350822(NAD 83)
 JF0050_MARKER: DB = BENCH MARK DISK
 JF0050_SETTING: 80 = SET IN A BOULDER
 JF0050_SP_SET: BOULDER
 JF0050_STAMPING: N 325 1961
 JF0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0050+STABILITY: SURFACE MOTION
 JF0050
 JF0050  HISTORY     - Date     Condition        Report By
 JF0050  HISTORY     - 1961     MONUMENTED       CGS
 JF0050
 JF0050                          STATION DESCRIPTION
 JF0050
 JF0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0050'2.5 MI NW FROM BUSHONG.
 JF0050'2.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JF0050'STATION AT BUSHONG, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 JF0050'ABOUT 150 YARDS SOUTH OF A BRIDGE, 31 FEET EAST OF THE CENTER
 JF0050'OF THE ROAD, 5 FEET EAST OF THE FENCE, 2.5 FEET SOUTH OF THE
 JF0050'WITNESS POST, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 JF0050'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1469 ***********************************************************************
 JE1469  DESIGNATION -  N 326
 JE1469  PID         -  JE1469
 JE1469  STATE/COUNTY-  KS/COFFEY
 JE1469  USGS QUAD   -  LEBO NW (1983)
 JE1469
 JE1469                         *CURRENT SURVEY CONTROL
 JE1469  ___________________________________________________________________
 JE1469* NAD 83(1986)-  38 25 14.     (N)    095 54 35.     (W)     SCALED    
 JE1469* NAVD 88     -       341.724  (meters)    1121.14   (feet)  ADJUSTED  
 JE1469  ___________________________________________________________________
 JE1469  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 JE1469  DYNAMIC HT  -         341.478 (meters)    1120.33  (feet)  COMP
 JE1469  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 JE1469
 JE1469  VERT ORDER  -  SECOND    CLASS 0
 JE1469
 JE1469.The horizontal coordinates were scaled from a topographic map and have
 JE1469.an estimated accuracy of +/- 6 seconds.
 JE1469
 JE1469.The orthometric height was determined by differential leveling
 JE1469.and adjusted by the National Geodetic Survey in June 1991..
 JE1469
 JE1469.The geoid height was determined by GEOID03.
 JE1469
 JE1469.The dynamic height is computed by dividing the NAVD 88
 JE1469.geopotential number by the normal gravity value computed on the
 JE1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1469.degrees latitude (g = 980.6199 gals.).
 JE1469
 JE1469.The modeled gravity was interpolated from observed gravity values.
 JE1469
 JE1469;                    North         East    Units  Estimated Accuracy
 JE1469;SPC KS S     -   597,800.      626,170.      MT  (+/- 180 meters Scaled)
 JE1469
 JE1469                          SUPERSEDED SURVEY CONTROL
 JE1469
 JE1469  NGVD 29 (??/??/92)  341.571  (m)         1120.64   (f) ADJ UNCH    2 0
 JE1469
 JE1469.Superseded values are not recommended for survey control.
 JE1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1469.See file dsdata.txt to determine how the superseded data were derived.
 JE1469
 JE1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC459564(NAD 83)
 JE1469_MARKER: DB = BENCH MARK DISK
 JE1469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1469_SP_SET: CULVERT
 JE1469_STAMPING: N 326 1974
 JE1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1469
 JE1469  HISTORY     - Date     Condition        Report By
 JE1469  HISTORY     - 1974     MONUMENTED       NGS
 JE1469
 JE1469                          STATION DESCRIPTION
 JE1469
 JE1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1469'2.9 MI W FROM LEBO.
 JE1469'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1469'STATE HIGHWAY 131 (EXIT NO 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1469'GO WEST ALONG I-35 FOR 2.9 MILES TO THE MARK SET IN THE TOP OF THE
 JE1469'WEST END OF SOUTH HEADWALL OF A BOX CULVERT.  THE MARK IS 44 FEET
 JE1469'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY, 0.5 FOOT
 JE1469'EAST OF WEST END OF HEADWALL, 1 FOOT EAST OF A METAL WITNESS SIGN AND
 JE1469'IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1424 ***********************************************************************
 JE1424  DESIGNATION -  N 327
 JE1424  PID         -  JE1424
 JE1424  STATE/COUNTY-  KS/FRANKLIN
 JE1424  USGS QUAD   -  PEORIA (1983)
 JE1424
 JE1424                         *CURRENT SURVEY CONTROL
 JE1424  ___________________________________________________________________
 JE1424* NAD 83(1986)-  38 36 30.     (N)    095 13 57.     (W)     SCALED    
 JE1424* NAVD 88     -       276.163  (meters)     906.04   (feet)  ADJUSTED  
 JE1424  ___________________________________________________________________
 JE1424  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE1424  DYNAMIC HT  -         275.972 (meters)     905.42  (feet)  COMP
 JE1424  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 JE1424
 JE1424  VERT ORDER  -  SECOND    CLASS 0
 JE1424
 JE1424.The horizontal coordinates were scaled from a topographic map and have
 JE1424.an estimated accuracy of +/- 6 seconds.
 JE1424
 JE1424.The orthometric height was determined by differential leveling
 JE1424.and adjusted by the National Geodetic Survey in June 1991..
 JE1424
 JE1424.The geoid height was determined by GEOID03.
 JE1424
 JE1424.The dynamic height is computed by dividing the NAVD 88
 JE1424.geopotential number by the normal gravity value computed on the
 JE1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1424.degrees latitude (g = 980.6199 gals.).
 JE1424
 JE1424.The modeled gravity was interpolated from observed gravity values.
 JE1424
 JE1424;                    North         East    Units  Estimated Accuracy
 JE1424;SPC KS S     -   620,490.      684,550.      MT  (+/- 180 meters Scaled)
 JE1424
 JE1424                          SUPERSEDED SURVEY CONTROL
 JE1424
 JE1424  NGVD 29 (??/??/92)  276.048  (m)          905.67   (f) ADJ UNCH    2 0
 JE1424
 JE1424.Superseded values are not recommended for survey control.
 JE1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1424.See file dsdata.txt to determine how the superseded data were derived.
 JE1424
 JE1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC056756(NAD 83)
 JE1424_MARKER: DB = BENCH MARK DISK
 JE1424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1424_SP_SET: PIER
 JE1424_STAMPING: N 327 1974
 JE1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1424
 JE1424  HISTORY     - Date     Condition        Report By
 JE1424  HISTORY     - 1974     MONUMENTED       NGS
 JE1424
 JE1424                          STATION DESCRIPTION
 JE1424
 JE1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1424'3.45 MI NE FROM OTTAWA.
 JE1424'ABOUT 3.45 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1424'JUNCTION WITH US HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA.  IN THE MEDIA
 JE1424'STRIP OF I-35, 44 FEET EAST OF THE CENTERLINE OF THE SOUTH BOUND LANE
 JE1424'OF HIGHWAY, 41 FEET WEST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 JE1424'HIGHWAY AND 3 FEET ABOVE THE GROUND.  SET VERTICALLY IN THE EAST FACE
 JE1424'OF THE SOUTH PIER OF CENTER ROW OF A OVERPASS AND IS ABOUT 2 FEET
 JE1424'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0328 ***********************************************************************
 KE0328  DESIGNATION -  N 328
 KE0328  PID         -  KE0328
 KE0328  STATE/COUNTY-  KS/WYANDOTTE
 KE0328  USGS QUAD   -  SHAWNEE (1991)
 KE0328
 KE0328                         *CURRENT SURVEY CONTROL
 KE0328  ___________________________________________________________________
 KE0328* NAD 83(1986)-  39 03 27.     (N)    094 37 43.     (W)     SCALED    
 KE0328* NAVD 88     -       250.088  (meters)     820.50   (feet)  ADJUSTED  
 KE0328  ___________________________________________________________________
 KE0328  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 KE0328  DYNAMIC HT  -         249.924 (meters)     819.96  (feet)  COMP
 KE0328  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 KE0328
 KE0328  VERT ORDER  -  FIRST     CLASS II
 KE0328
 KE0328.The horizontal coordinates were scaled from a topographic map and have
 KE0328.an estimated accuracy of +/- 6 seconds.
 KE0328
 KE0328.The orthometric height was determined by differential leveling
 KE0328.and adjusted by the National Geodetic Survey in June 1991..
 KE0328
 KE0328.The geoid height was determined by GEOID03.
 KE0328
 KE0328.The dynamic height is computed by dividing the NAVD 88
 KE0328.geopotential number by the normal gravity value computed on the
 KE0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0328.degrees latitude (g = 980.6199 gals.).
 KE0328
 KE0328.The modeled gravity was interpolated from observed gravity values.
 KE0328
 KE0328;                    North         East    Units  Estimated Accuracy
 KE0328;SPC KS N     -    85,820.      691,740.      MT  (+/- 180 meters Scaled)
 KE0328
 KE0328                          SUPERSEDED SURVEY CONTROL
 KE0328
 KE0328  NGVD 29 (??/??/92)  249.986  (m)          820.16   (f) ADJ UNCH    1 2
 KE0328
 KE0328.Superseded values are not recommended for survey control.
 KE0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0328.See file dsdata.txt to determine how the superseded data were derived.
 KE0328
 KE0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD590244(NAD 83)
 KE0328_MARKER: DB = BENCH MARK DISK
 KE0328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KE0328_SP_SET: WINGWALL
 KE0328_STAMPING: N 328 1974
 KE0328_MARK LOGO: NGS   
 KE0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0328+STABILITY: SURFACE MOTION
 KE0328
 KE0328  HISTORY     - Date     Condition        Report By
 KE0328  HISTORY     - 1974     MONUMENTED       NGS
 KE0328  HISTORY     - 1982     GOOD             KSDT
 KE0328  HISTORY     - 1986     GOOD             NGS
 KE0328
 KE0328                          STATION DESCRIPTION
 KE0328
 KE0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KE0328'AT KANSAS CITY.
 KE0328'AT KANSAS CITY, ABOUT 1.0 MILE SOUTH ALONG INTERSTATE HIGHWAY
 KE0328'35 FROM ITS JUNCTION WITH U.S. HIGHWAY 169 NORTH (EXIT NO. 234,
 KE0328'7TH STREET TRFWY), AND 32 FEET WEST OF THE APPROXIMATE CENTER
 KE0328'OF THE SOUTH BOUND LANE OF HIGHWAY.  SET IN THE TOP OF THE
 KE0328'NORTHWEST WINGWALL OF THE WEST ONE OF TWO BRIDGES OVER A STREET
 KE0328'AND RAILROAD AND IS ABOUT LEVEL WITH THE HIGHWAY.
 KE0328
 KE0328                          STATION RECOVERY (1982)
 KE0328
 KE0328'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 KE0328'RECOVERED IN GOOD CONDITION.
 KE0328
 KE0328                          STATION RECOVERY (1986)
 KE0328
 KE0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0584 ***********************************************************************
 HH0584  DESIGNATION -  N 33
 HH0584  PID         -  HH0584
 HH0584  STATE/COUNTY-  KS/FINNEY
 HH0584  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0584
 HH0584                         *CURRENT SURVEY CONTROL
 HH0584  ___________________________________________________________________
 HH0584* NAD 83(1986)-  37 56 30.     (N)    100 48 04.     (W)     SCALED    
 HH0584* NAVD 88     -       856.058  (meters)    2808.58   (feet)  ADJUSTED  
 HH0584  ___________________________________________________________________
 HH0584  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 HH0584  DYNAMIC HT  -         855.297 (meters)    2806.09  (feet)  COMP
 HH0584  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 HH0584
 HH0584  VERT ORDER  -  FIRST     CLASS II
 HH0584
 HH0584.The horizontal coordinates were scaled from a topographic map and have
 HH0584.an estimated accuracy of +/- 6 seconds.
 HH0584
 HH0584.The orthometric height was determined by differential leveling
 HH0584.and adjusted by the National Geodetic Survey in June 1991..
 HH0584.WARNING-Repeat measurements at this control monument indicate possible
 HH0584.vertical movement.
 HH0584
 HH0584.The geoid height was determined by GEOID03.
 HH0584
 HH0584.The dynamic height is computed by dividing the NAVD 88
 HH0584.geopotential number by the normal gravity value computed on the
 HH0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0584.degrees latitude (g = 980.6199 gals.).
 HH0584
 HH0584.The modeled gravity was interpolated from observed gravity values.
 HH0584
 HH0584;                    North         East    Units  Estimated Accuracy
 HH0584;SPC KS S     -   544,000.      197,760.      MT  (+/- 180 meters Scaled)
 HH0584
 HH0584                          SUPERSEDED SURVEY CONTROL
 HH0584
 HH0584  NGVD 29 (??/??/92)  855.697  (m)         2807.40   (f) ADJ UNCH    1 2
 HH0584
 HH0584.Superseded values are not recommended for survey control.
 HH0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0584.See file dsdata.txt to determine how the superseded data were derived.
 HH0584
 HH0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH417008(NAD 83)
 HH0584_MARKER: DB = BENCH MARK DISK
 HH0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0584_SP_SET: CONCRETE POST
 HH0584_STAMPING: N 33 1934
 HH0584_MARK LOGO: CGS   
 HH0584_PROJECTION: PROJECTING 20 CENTIMETERS
 HH0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0584+STABILITY: SURFACE MOTION
 HH0584
 HH0584  HISTORY     - Date     Condition        Report By
 HH0584  HISTORY     - 1934     MONUMENTED       CGS
 HH0584  HISTORY     - 1986     GOOD             NGS
 HH0584
 HH0584                          STATION DESCRIPTION
 HH0584
 HH0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0584'6.8 KM (4.20 MI) SE FROM GARDEN CITY.
 HH0584'ABOUT 4.2 MI SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0584'FROM GARDEN CITY, AT MILEAGE 398.15, 29 FT WEST OF THE CENTER OF A
 HH0584'PRIVATE CROSSING, 116 FT NORTH OF THE CENTER LINE OF A COUNTY ROAD,
 HH0584'AND 46 FT NORTH OF THE CENTER LINE OF THE TRACK.
 HH0584
 HH0584                          STATION RECOVERY (1986)
 HH0584
 HH0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0584'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.1 KM (2.55
 HH0584'MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US HIGHWAY 83 IN
 HH0584'GARDEN CITY, THENCE 0.50 KM (0.31 MI) SOUTH ALONG A PAVED COUNTY ROAD,
 HH0584'THENCE 2.95 KM (1.84 MI) SOUTHEAST ALONG A BLADED ROAD PARALLELLING
 HH0584'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 35.3 METERS (116 FT)
 HH0584'NORTHEAST OF THE CENTER OF THE ROAD, 13.2 METERS (43.5 FT) NORTHEAST
 HH0584'OF THE NORTHEAST RAIL, 8.8 METERS (29 FT) NORTHWEST OF THE CENTER OF A
 HH0584'PRIVATE ROAD CROSSING THE TRACKS AND 1.2 METERS (4 FT) SOUTHWEST OF A
 HH0584'FENCE.
 HH0584'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 HH0584'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0491 ***********************************************************************
 KF0491  DESIGNATION -  N 331
 KF0491  PID         -  KF0491
 KF0491  STATE/COUNTY-  KS/OTTAWA
 KF0491  USGS QUAD   -  BENNINGTON (1965)
 KF0491
 KF0491                         *CURRENT SURVEY CONTROL
 KF0491  ___________________________________________________________________
 KF0491* NAD 83(1986)-  39 06 11.     (N)    097 34 31.     (W)     SCALED    
 KF0491* NAVD 88     -       391.278  (meters)    1283.72   (feet)  ADJUSTED  
 KF0491  ___________________________________________________________________
 KF0491  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 KF0491  DYNAMIC HT  -         391.028 (meters)    1282.90  (feet)  COMP
 KF0491  MODELED GRAV-     979,976.7   (mgal)                       NAVD 88
 KF0491
 KF0491  VERT ORDER  -  SECOND    CLASS 0
 KF0491
 KF0491.The horizontal coordinates were scaled from a topographic map and have
 KF0491.an estimated accuracy of +/- 6 seconds.
 KF0491
 KF0491.The orthometric height was determined by differential leveling
 KF0491.and adjusted by the National Geodetic Survey in June 1991..
 KF0491
 KF0491.The geoid height was determined by GEOID03.
 KF0491
 KF0491.The dynamic height is computed by dividing the NAVD 88
 KF0491.geopotential number by the normal gravity value computed on the
 KF0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0491.degrees latitude (g = 980.6199 gals.).
 KF0491
 KF0491.The modeled gravity was interpolated from observed gravity values.
 KF0491
 KF0491;                    North         East    Units  Estimated Accuracy
 KF0491;SPC KS N     -    85,530.      436,740.      MT  (+/- 180 meters Scaled)
 KF0491
 KF0491                          SUPERSEDED SURVEY CONTROL
 KF0491
 KF0491  NGVD 29 (??/??/92)  391.172  (m)         1283.37   (f) ADJ UNCH    2 0
 KF0491
 KF0491.Superseded values are not recommended for survey control.
 KF0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0491.See file dsdata.txt to determine how the superseded data were derived.
 KF0491
 KF0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ231291(NAD 83)
 KF0491_MARKER: DB = BENCH MARK DISK
 KF0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0491_STAMPING: N 331 1960
 KF0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0491+STABILITY: SURFACE MOTION
 KF0491
 KF0491  HISTORY     - Date     Condition        Report By
 KF0491  HISTORY     - 1960     MONUMENTED       CGS
 KF0491
 KF0491                          STATION DESCRIPTION
 KF0491
 KF0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0491'6.3 MI NE FROM LINDSEY.
 KF0491'FROM THE JUNCTION OF U.S. HIGHWAY 81 WITH STATE HIGHWAY 93
 KF0491'NORTHEAST OF LINDSEY, THENCE 3.95 MILE EAST ALONG THE STATE
 KF0491'HIGHWAY TO WHERE IT TURNS LEFT, THEN 0.05 MILE EAST ON NEW HIGHWAY
 KF0491'UNDER CONSTRUCTION, SOUTHEAST FROM THIS JUNCTION, 187 FEET EAST
 KF0491'FROM THE CENTER OF A DIRT ROAD, 64 FEET SOUTH FROM CENTER OF
 KF0491'NEW ROAD, 2 FEET NORTHEAST FROM A POWER LINE POLE, SET IN A
 KF0491'SQUARE TOPPED CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE
 KF0491'GROUND, 2.4 FEET SOUTHEAST FROM A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0032 ***********************************************************************
 JG0032  DESIGNATION -  N 332
 JG0032  PID         -  JG0032
 JG0032  STATE/COUNTY-  KS/ELLSWORTH
 JG0032  USGS QUAD   -  CARNEIRO (1979)
 JG0032
 JG0032                         *CURRENT SURVEY CONTROL
 JG0032  ___________________________________________________________________
 JG0032* NAD 83(1986)-  38 44 38.     (N)    098 02 41.     (W)     SCALED    
 JG0032* NAVD 88     -       482.625  (meters)    1583.41   (feet)  ADJUSTED  
 JG0032  ___________________________________________________________________
 JG0032  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 JG0032  DYNAMIC HT  -         482.282 (meters)    1582.29  (feet)  COMP
 JG0032  MODELED GRAV-     979,904.2   (mgal)                       NAVD 88
 JG0032
 JG0032  VERT ORDER  -  SECOND    CLASS 0
 JG0032
 JG0032.The horizontal coordinates were scaled from a topographic map and have
 JG0032.an estimated accuracy of +/- 6 seconds.
 JG0032
 JG0032.The orthometric height was determined by differential leveling
 JG0032.and adjusted by the National Geodetic Survey in June 1991..
 JG0032
 JG0032.The geoid height was determined by GEOID03.
 JG0032
 JG0032.The dynamic height is computed by dividing the NAVD 88
 JG0032.geopotential number by the normal gravity value computed on the
 JG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0032.degrees latitude (g = 980.6199 gals.).
 JG0032
 JG0032.The modeled gravity was interpolated from observed gravity values.
 JG0032
 JG0032;                    North         East    Units  Estimated Accuracy
 JG0032;SPC KS N     -    45,580.      396,110.      MT  (+/- 180 meters Scaled)
 JG0032
 JG0032                          SUPERSEDED SURVEY CONTROL
 JG0032
 JG0032  NGVD 29 (??/??/92)  482.496  (m)         1582.99   (f) ADJ UNCH    2 0
 JG0032
 JG0032.Superseded values are not recommended for survey control.
 JG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0032.See file dsdata.txt to determine how the superseded data were derived.
 JG0032
 JG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH830887(NAD 83)
 JG0032_MARKER: DB = BENCH MARK DISK
 JG0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0032_SP_SET: CULVERT
 JG0032_STAMPING: N 332 1961
 JG0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0032
 JG0032  HISTORY     - Date     Condition        Report By
 JG0032  HISTORY     - 1961     MONUMENTED       CGS
 JG0032
 JG0032                          STATION DESCRIPTION
 JG0032
 JG0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JG0032'1.6 MI N FROM CARNIERO.
 JG0032'0.5 MILE NORTH FROM THE SCHOOLHOUSE AT CARNIERO, THENCE LEFT,
 JG0032'WEST, 0.9 MILE ALONG U.S. HIGHWAY 40, THENCE RIGHT, NORTH ALONG
 JG0032'SURFACED ROAD 0.25 MILE, 27.9 FEET WEST OF EAST RIGHT OF WAY
 JG0032'FENCE, 21.8 FEET EAST OF CENTER OF GRAVEL ROAD, 3 INCHES SOUTH
 JG0032'OF NORTH END OF CULVERT, 3 INCHES EAST OF WEST EDGE OF CULVERT,
 JG0032'CEMENTED IN DRILL HOLE IN TOP OF THE NORTH END OF A LARGE
 JG0032'CONCRETE CULVERT AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0420 ***********************************************************************
 HF0420  DESIGNATION -  N 334
 HF0420  PID         -  HF0420
 HF0420  STATE/COUNTY-  KS/BUTLER
 HF0420  USGS QUAD   -  LATHAM (1979)
 HF0420
 HF0420                         *CURRENT SURVEY CONTROL
 HF0420  ___________________________________________________________________
 HF0420* NAD 83(1986)-  37 33 47.     (N)    096 39 39.     (W)     SCALED    
 HF0420* NAVD 88     -       456.873  (meters)    1498.92   (feet)  ADJUSTED  
 HF0420  ___________________________________________________________________
 HF0420  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 HF0420  DYNAMIC HT  -         456.501 (meters)    1497.70  (feet)  COMP
 HF0420  MODELED GRAV-     979,803.4   (mgal)                       NAVD 88
 HF0420
 HF0420  VERT ORDER  -  SECOND    CLASS 0
 HF0420
 HF0420.The horizontal coordinates were scaled from a topographic map and have
 HF0420.an estimated accuracy of +/- 6 seconds.
 HF0420
 HF0420.The orthometric height was determined by differential leveling
 HF0420.and adjusted by the National Geodetic Survey in June 1991..
 HF0420
 HF0420.The geoid height was determined by GEOID03.
 HF0420
 HF0420.The dynamic height is computed by dividing the NAVD 88
 HF0420.geopotential number by the normal gravity value computed on the
 HF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0420.degrees latitude (g = 980.6199 gals.).
 HF0420
 HF0420.The modeled gravity was interpolated from observed gravity values.
 HF0420
 HF0420;                    North         East    Units  Estimated Accuracy
 HF0420;SPC KS S     -   501,090.      562,470.      MT  (+/- 180 meters Scaled)
 HF0420
 HF0420                          SUPERSEDED SURVEY CONTROL
 HF0420
 HF0420  NGVD 29 (??/??/92)  456.688  (m)         1498.32   (f) ADJ UNCH    2 0
 HF0420
 HF0420.Superseded values are not recommended for survey control.
 HF0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0420.See file dsdata.txt to determine how the superseded data were derived.
 HF0420
 HF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG066599(NAD 83)
 HF0420_MARKER: DB = BENCH MARK DISK
 HF0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0420_STAMPING: N 334 1962
 HF0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0420+STABILITY: SURFACE MOTION
 HF0420
 HF0420  HISTORY     - Date     Condition        Report By
 HF0420  HISTORY     - 1962     MONUMENTED       CGS
 HF0420  HISTORY     - 20060810 GOOD             INDIV
 HF0420
 HF0420                          STATION DESCRIPTION
 HF0420
 HF0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0420'3.6 MI NW FROM LATHAM.
 HF0420'2.0 MILE NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0420'FROM THE STATION AT LATHAM, THENCE 1.6 MILE WEST ALONG A GRAVEL
 HF0420'ROAD TO THE INTERSECTION OF A ROAD LEADING SOUTH, 32.5 FEET
 HF0420'SOUTHWEST OF THE CENTER OF THE INTERSECTION, 29.5 FEET SOUTH
 HF0420'OF GRAVEL ROAD, 10.0 FEET SOUTH OF A FENCE CORNER, 2.0 FEET
 HF0420'SOUTHWEST OF A METAL WITNESS POST AND PROJECTS 0.3 FEET ABOVE
 HF0420'THE GROUND.  SET IN THE TOP OF A CONCRETE POST.
 HF0420
 HF0420                          STATION RECOVERY (2006)
 HF0420
 HF0420'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0420'RAILROAD NO LONGER EXISTS.  TABLET IS 2 MILES N AND 1 MILES W OF
 HF0420'LATHAM AT INTERSECTION WITH ABANDONED N-S ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0404 ***********************************************************************
 HF0404  DESIGNATION -  N 335
 HF0404  PID         -  HF0404
 HF0404  STATE/COUNTY-  KS/BUTLER
 HF0404  USGS QUAD   -  AUGUSTA SE (1979)
 HF0404
 HF0404                         *CURRENT SURVEY CONTROL
 HF0404  ___________________________________________________________________
 HF0404* NAD 83(1986)-  37 32 00.     (N)    096 46 12.     (W)     SCALED    
 HF0404* NAVD 88     -       429.173  (meters)    1408.05   (feet)  ADJUSTED  
 HF0404  ___________________________________________________________________
 HF0404  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HF0404  DYNAMIC HT  -         428.825 (meters)    1406.90  (feet)  COMP
 HF0404  MODELED GRAV-     979,807.0   (mgal)                       NAVD 88
 HF0404
 HF0404  VERT ORDER  -  SECOND    CLASS 0
 HF0404
 HF0404.The horizontal coordinates were scaled from a topographic map and have
 HF0404.an estimated accuracy of +/- 6 seconds.
 HF0404
 HF0404.The orthometric height was determined by differential leveling
 HF0404.and adjusted by the National Geodetic Survey in June 1991..
 HF0404
 HF0404.The geoid height was determined by GEOID03.
 HF0404
 HF0404.The dynamic height is computed by dividing the NAVD 88
 HF0404.geopotential number by the normal gravity value computed on the
 HF0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0404.degrees latitude (g = 980.6199 gals.).
 HF0404
 HF0404.The modeled gravity was interpolated from observed gravity values.
 HF0404
 HF0404;                    North         East    Units  Estimated Accuracy
 HF0404;SPC KS S     -   497,610.      552,890.      MT  (+/- 180 meters Scaled)
 HF0404
 HF0404                          SUPERSEDED SURVEY CONTROL
 HF0404
 HF0404  NGVD 29 (??/??/92)  429.009  (m)         1407.51   (f) ADJ UNCH    2 0
 HF0404
 HF0404.Superseded values are not recommended for survey control.
 HF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0404.See file dsdata.txt to determine how the superseded data were derived.
 HF0404
 HF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG970563(NAD 83)
 HF0404_MARKER: DB = BENCH MARK DISK
 HF0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0404_STAMPING: N 335 1962
 HF0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0404+STABILITY: SURFACE MOTION
 HF0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0404+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 HF0404
 HF0404  HISTORY     - Date     Condition        Report By
 HF0404  HISTORY     - 1962     MONUMENTED       CGS
 HF0404  HISTORY     - 20060810 GOOD             INDIV
 HF0404
 HF0404                          STATION DESCRIPTION
 HF0404
 HF0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0404'7 MI N FROM ATLANTA.
 HF0404'7.0 MILES NORTH ALONG A BLACKTOP ROAD FROM THE POST OFFICE AT
 HF0404'ATLANTA, 44 FEET SOUTH OF THE CENTER OF PRIVATE GATE, 33 FEET
 HF0404'NORTH OF A TELEPHONE POLE, 32.5 FEET EAST OF THE CENTER OF THE
 HF0404'ROAD, 2.6 FEET SOUTH OF A METAL WITNESS POST, 1.0 FEET WEST OF A
 HF0404'FENCE LINE, AND PROJECTS 0.3 FEET ABOVE THE GROUND.  SET IN TOP
 HF0404'OF A CONCRETE POST.
 HF0404
 HF0404                          STATION RECOVERY (2006)
 HF0404
 HF0404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0404'TELEPHONE POLE NO LONGER AT THAT LOCATION.  CONCRETE POST PROJECTS
 HF0404'ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0629 ***********************************************************************
 HF0629  DESIGNATION -  N 336
 HF0629  PID         -  HF0629
 HF0629  STATE/COUNTY-  KS/SUMNER
 HF0629  USGS QUAD   -  DALTON (1964)
 HF0629
 HF0629                         *CURRENT SURVEY CONTROL
 HF0629  ___________________________________________________________________
 HF0629* NAD 83(1986)-  37 16 33.     (N)    097 17 08.     (W)     SCALED    
 HF0629* NAVD 88     -       370.183  (meters)    1214.51   (feet)  ADJUSTED  
 HF0629  ___________________________________________________________________
 HF0629  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HF0629  DYNAMIC HT  -         369.883 (meters)    1213.52  (feet)  COMP
 HF0629  MODELED GRAV-     979,810.5   (mgal)                       NAVD 88
 HF0629
 HF0629  VERT ORDER  -  SECOND    CLASS 0
 HF0629
 HF0629.The horizontal coordinates were scaled from a topographic map and have
 HF0629.an estimated accuracy of +/- 6 seconds.
 HF0629
 HF0629.The orthometric height was determined by differential leveling
 HF0629.and adjusted by the National Geodetic Survey in June 1991..
 HF0629
 HF0629.The geoid height was determined by GEOID03.
 HF0629
 HF0629.The dynamic height is computed by dividing the NAVD 88
 HF0629.geopotential number by the normal gravity value computed on the
 HF0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0629.degrees latitude (g = 980.6199 gals.).
 HF0629
 HF0629.The modeled gravity was interpolated from observed gravity values.
 HF0629
 HF0629;                    North         East    Units  Estimated Accuracy
 HF0629;SPC KS S     -   468,310.      507,710.      MT  (+/- 180 meters Scaled)
 HF0629
 HF0629                          SUPERSEDED SURVEY CONTROL
 HF0629
 HF0629  NGVD 29 (??/??/92)  370.073  (m)         1214.15   (f) ADJ UNCH    2 0
 HF0629
 HF0629.Superseded values are not recommended for survey control.
 HF0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0629.See file dsdata.txt to determine how the superseded data were derived.
 HF0629
 HF0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG519268(NAD 83)
 HF0629_MARKER: DB = BENCH MARK DISK
 HF0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0629_STAMPING: N 336 1962
 HF0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0629+STABILITY: SURFACE MOTION
 HF0629
 HF0629  HISTORY     - Date     Condition        Report By
 HF0629  HISTORY     - 1962     MONUMENTED       CGS
 HF0629
 HF0629                          STATION DESCRIPTION
 HF0629
 HF0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0629'7.3 MI W FROM WELLINGTON.
 HF0629'0.8 MILE NORTH ALONG WASHINGTON ST. FROM THE POST OFFICE AT
 HF0629'WELLINGTON, THENCE 6.5 MILES EAST ALONG U.S. HIGHWAY 160, 56.0
 HF0629'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.3 FEET NORTH
 HF0629'OF A FENCE LINE, 2.4 FEET SOUTH OF A METAL WITNESS POST, SET
 HF0629'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FEET ABOVE
 HF0629'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0692 ***********************************************************************
 HF0692  DESIGNATION -  N 337
 HF0692  PID         -  HF0692
 HF0692  STATE/COUNTY-  KS/COWLEY
 HF0692  USGS QUAD   -  UDALL (1983)
 HF0692
 HF0692                         *CURRENT SURVEY CONTROL
 HF0692  ___________________________________________________________________
 HF0692* NAD 83(1986)-  37 22 32.     (N)    097 01 02.     (W)     SCALED    
 HF0692* NAVD 88     -       355.632  (meters)    1166.77   (feet)  ADJUSTED  
 HF0692  ___________________________________________________________________
 HF0692  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0692  DYNAMIC HT  -         355.346 (meters)    1165.83  (feet)  COMP
 HF0692  MODELED GRAV-     979,814.9   (mgal)                       NAVD 88
 HF0692
 HF0692  VERT ORDER  -  SECOND    CLASS 0
 HF0692
 HF0692.The horizontal coordinates were scaled from a topographic map and have
 HF0692.an estimated accuracy of +/- 6 seconds.
 HF0692
 HF0692.The orthometric height was determined by differential leveling
 HF0692.and adjusted by the National Geodetic Survey in June 1991..
 HF0692
 HF0692.The geoid height was determined by GEOID03.
 HF0692
 HF0692.The dynamic height is computed by dividing the NAVD 88
 HF0692.geopotential number by the normal gravity value computed on the
 HF0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0692.degrees latitude (g = 980.6199 gals.).
 HF0692
 HF0692.The modeled gravity was interpolated from observed gravity values.
 HF0692
 HF0692;                    North         East    Units  Estimated Accuracy
 HF0692;SPC KS S     -   479,720.      531,320.      MT  (+/- 180 meters Scaled)
 HF0692
 HF0692                          SUPERSEDED SURVEY CONTROL
 HF0692
 HF0692  NGVD 29 (??/??/92)  355.503  (m)         1166.35   (f) ADJ UNCH    2 0
 HF0692
 HF0692.Superseded values are not recommended for survey control.
 HF0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0692.See file dsdata.txt to determine how the superseded data were derived.
 HF0692
 HF0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG755383(NAD 83)
 HF0692_MARKER: DB = BENCH MARK DISK
 HF0692_SETTING: 0 = UNSPECIFIED SETTING
 HF0692_STAMPING: N 337 1962
 HF0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0692
 HF0692  HISTORY     - Date     Condition        Report By
 HF0692  HISTORY     - 1962     MONUMENTED       CGS
 HF0692  HISTORY     - 1974     GOOD             KSHC
 HF0692
 HF0692                          STATION DESCRIPTION
 HF0692
 HF0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0692'1.7 MI N FROM AKRON.
 HF0692'1.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0692'FROM THE STATION SIGN AT AKRON, AT MILE POST 207, AT A ROAD
 HF0692'CROSSING, 46.0 FEET WEST OF THE WEST RAIL, 24.5 FEET SOUTH OF THE
 HF0692'CENTER OF THE ROAD CROSSING, 1.9 FEET NORTH OF A METAL WITNESS
 HF0692'POST, 1.0 FEET EAST OF A FENCE LINE, AND PROJECTS 0.3 FEET
 HF0692'ABOVE THE GROUND.
 HF0692
 HF0692                          STATION RECOVERY (1974)
 HF0692
 HF0692'RECOVERY NOTE BY KS HIGHWAY COMM 1974
 HF0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1124 ***********************************************************************
 JF1124  DESIGNATION -  N 338
 JF1124  PID         -  JF1124
 JF1124  STATE/COUNTY-  KS/SALINE
 JF1124  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1124
 JF1124                         *CURRENT SURVEY CONTROL
 JF1124  ___________________________________________________________________
 JF1124* NAD 83(1986)-  38 54 26.     (N)    097 30 27.     (W)     SCALED    
 JF1124* NAVD 88     -       387.993  (meters)    1272.94   (feet)  ADJUSTED  
 JF1124  ___________________________________________________________________
 JF1124  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 JF1124  DYNAMIC HT  -         387.740 (meters)    1272.11  (feet)  COMP
 JF1124  MODELED GRAV-     979,966.0   (mgal)                       NAVD 88
 JF1124
 JF1124  VERT ORDER  -  FIRST     CLASS II
 JF1124
 JF1124.The horizontal coordinates were scaled from a topographic map and have
 JF1124.an estimated accuracy of +/- 6 seconds.
 JF1124
 JF1124.The orthometric height was determined by differential leveling
 JF1124.and adjusted by the National Geodetic Survey in June 1991..
 JF1124
 JF1124.The geoid height was determined by GEOID03.
 JF1124
 JF1124.The dynamic height is computed by dividing the NAVD 88
 JF1124.geopotential number by the normal gravity value computed on the
 JF1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1124.degrees latitude (g = 980.6199 gals.).
 JF1124
 JF1124.The modeled gravity was interpolated from observed gravity values.
 JF1124
 JF1124;                    North         East    Units  Estimated Accuracy
 JF1124;SPC KS N     -    63,820.      442,720.      MT  (+/- 180 meters Scaled)
 JF1124
 JF1124                          SUPERSEDED SURVEY CONTROL
 JF1124
 JF1124  NGVD 29 (??/??/92)  387.906  (m)         1272.65   (f) ADJ UNCH    1 2
 JF1124
 JF1124.Superseded values are not recommended for survey control.
 JF1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1124.See file dsdata.txt to determine how the superseded data were derived.
 JF1124
 JF1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ294075(NAD 83)
 JF1124_MARKER: DB = BENCH MARK DISK
 JF1124_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1124_SP_SET: HEADWALL
 JF1124_STAMPING: N 338 1970
 JF1124_MARK LOGO: CGS   
 JF1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1124+STABILITY: SURFACE MOTION
 JF1124
 JF1124  HISTORY     - Date     Condition        Report By
 JF1124  HISTORY     - 1970     MONUMENTED       NGS
 JF1124  HISTORY     - 1986     GOOD             NGS
 JF1124
 JF1124                          STATION DESCRIPTION
 JF1124
 JF1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1124'6.2 MI E FROM SALINA.
 JF1124'ABOUT 6.15 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF1124'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, ABOUT 0.7 MILE EAST
 JF1124'OF BRIDGE NUMBER 22-5 FOR A ROAD OVERPASS OVER INTERSTATE
 JF1124'HIGHWAY 70, 51 1/2 FEET NORTH OF THE CENTER LINE OF THE
 JF1124'WESTBOUND LANE OF THE HIGHWAY, SET IN TOP OF THE WEST END OF THE
 JF1124'NORTH HEADWALL FOR A 6-FOOT CONCRETE BOX CULVERT PASSING UNDER
 JF1124'BOTH LANES OF THE HIGHWAY, 0.9 FOOT EAST OF THE WEST END OF THE
 JF1124'HEADWALL, AND ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
 JF1124'SECTION 23, T 13 S, R 2 W.
 JF1124
 JF1124                          STATION RECOVERY (1986)
 JF1124
 JF1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1171 ***********************************************************************
 JF1171  DESIGNATION -  N 339
 JF1171  PID         -  JF1171
 JF1171  STATE/COUNTY-  KS/MCPHERSON
 JF1171  USGS QUAD   -  LINDSBORG SE (1979)
 JF1171
 JF1171                         *CURRENT SURVEY CONTROL
 JF1171  ___________________________________________________________________
 JF1171* NAD 83(1986)-  38 34 47.     (N)    097 37 16.     (W)     SCALED    
 JF1171* NAVD 88     -       404.107  (meters)    1325.81   (feet)  ADJUSTED  
 JF1171  ___________________________________________________________________
 JF1171  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF1171  DYNAMIC HT  -         403.822 (meters)    1324.87  (feet)  COMP
 JF1171  MODELED GRAV-     979,912.9   (mgal)                       NAVD 88
 JF1171
 JF1171  VERT ORDER  -  FIRST     CLASS II
 JF1171
 JF1171.The horizontal coordinates were scaled from a topographic map and have
 JF1171.an estimated accuracy of +/- 6 seconds.
 JF1171
 JF1171.The orthometric height was determined by differential leveling
 JF1171.and adjusted by the National Geodetic Survey in June 1991..
 JF1171
 JF1171.The geoid height was determined by GEOID03.
 JF1171
 JF1171.The dynamic height is computed by dividing the NAVD 88
 JF1171.geopotential number by the normal gravity value computed on the
 JF1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1171.degrees latitude (g = 980.6199 gals.).
 JF1171
 JF1171.The modeled gravity was interpolated from observed gravity values.
 JF1171
 JF1171;                    North         East    Units  Estimated Accuracy
 JF1171;SPC KS S     -   612,690.      476,580.      MT  (+/- 180 meters Scaled)
 JF1171
 JF1171                          SUPERSEDED SURVEY CONTROL
 JF1171
 JF1171  NGVD 29 (??/??/92)  403.964  (m)         1325.34   (f) ADJ UNCH    1 2
 JF1171
 JF1171.Superseded values are not recommended for survey control.
 JF1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1171.See file dsdata.txt to determine how the superseded data were derived.
 JF1171
 JF1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH201710(NAD 83)
 JF1171_MARKER: DB = BENCH MARK DISK
 JF1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1171_SP_SET: CONCRETE POST
 JF1171_STAMPING: N 339 1970
 JF1171_MARK LOGO: CGS   
 JF1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1171+STABILITY: SURFACE MOTION
 JF1171
 JF1171  HISTORY     - Date     Condition        Report By
 JF1171  HISTORY     - 1970     MONUMENTED       NGS
 JF1171  HISTORY     - 1986     GOOD             NGS
 JF1171
 JF1171                          STATION DESCRIPTION
 JF1171
 JF1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1171'14.4 MI N FROM MC PHERSON.
 JF1171'ABOUT 14.4 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1171'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, AT HIGHWAY
 JF1171'UNDERPASS NUMBER 31-95 FOR A ROAD, IN THE MEDIAN BETWEEN THE
 JF1171'TWO LANES OF THE HIGHWAY, 39 FEET EAST OF THE CENTER LINE OF
 JF1171'THE WEST TRAFFIC LANES OF THE HIGHWAY, 12 FEET NORTHWEST OF THE
 JF1171'SOUTH LEG OF THE CENTER PIER OF THE UNDERPASS, 6 FEET SOUTHWEST
 JF1171'OF THE NORTH LEG OF THE PIER, 2 FEET EAST OF A METAL GUARD
 JF1171'RAIL, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 JF1171'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JF1171'POST PROJECTING 0.3 FOOT.  SECTION 11 AND 14, T17S, R3W.
 JF1171
 JF1171                          STATION RECOVERY (1986)
 JF1171
 JF1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0052 ***********************************************************************
 HH0052  DESIGNATION -  N 34
 HH0052  PID         -  HH0052
 HH0052  STATE/COUNTY-  KS/FORD
 HH0052  USGS QUAD   -  DODGE CITY (1984)
 HH0052
 HH0052                         *CURRENT SURVEY CONTROL
 HH0052  ___________________________________________________________________
 HH0052* NAD 83(1986)-  37 45 09.     (N)    100 01 16.     (W)     SCALED    
 HH0052* NAVD 88     -       758.856  (meters)    2489.68   (feet)  ADJUSTED  
 HH0052  ___________________________________________________________________
 HH0052  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HH0052  DYNAMIC HT  -         758.197 (meters)    2487.52  (feet)  COMP
 HH0052  MODELED GRAV-     979,737.0   (mgal)                       NAVD 88
 HH0052
 HH0052  VERT ORDER  -  FIRST     CLASS II
 HH0052
 HH0052.The horizontal coordinates were scaled from a topographic map and have
 HH0052.an estimated accuracy of +/- 6 seconds.
 HH0052
 HH0052.The orthometric height was determined by differential leveling
 HH0052.and adjusted by the National Geodetic Survey in June 1991..
 HH0052.WARNING-Repeat measurements at this control monument indicate possible
 HH0052.vertical movement.
 HH0052
 HH0052.The geoid height was determined by GEOID03.
 HH0052
 HH0052.The dynamic height is computed by dividing the NAVD 88
 HH0052.geopotential number by the normal gravity value computed on the
 HH0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0052.degrees latitude (g = 980.6199 gals.).
 HH0052
 HH0052.The modeled gravity was interpolated from observed gravity values.
 HH0052
 HH0052;                    North         East    Units  Estimated Accuracy
 HH0052;SPC KS S     -   521,600.      265,960.      MT  (+/- 180 meters Scaled)
 HH0052
 HH0052                          SUPERSEDED SURVEY CONTROL
 HH0052
 HH0052  NGVD 29 (??/??/92)  758.510  (m)         2488.54   (f) ADJ UNCH    1 2
 HH0052
 HH0052.Superseded values are not recommended for survey control.
 HH0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0052.See file dsdata.txt to determine how the superseded data were derived.
 HH0052
 HH0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG100788(NAD 83)
 HH0052_MARKER: DB = BENCH MARK DISK
 HH0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0052_SP_SET: CONCRETE POST
 HH0052_STAMPING: N 34 1934
 HH0052_MARK LOGO: CGS   
 HH0052_PROJECTION: PROJECTING 12 CENTIMETERS
 HH0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0052+STABILITY: SURFACE MOTION
 HH0052
 HH0052  HISTORY     - Date     Condition        Report By
 HH0052  HISTORY     - 1934     MONUMENTED       CGS
 HH0052  HISTORY     - 1965     MARK NOT FOUND   USGS
 HH0052  HISTORY     - 1986     GOOD             NGS
 HH0052
 HH0052                          STATION DESCRIPTION
 HH0052
 HH0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0052'AT DODGE CITY.
 HH0052'AT DODGE CITY, FORD COUNTY, ABOUT 600 YARDS WEST OF THE ATCHISON,
 HH0052'TOPEKA AND SANTA FE RAILWAY STATION, ABOUT 43 YARDS NORTHWEST OF
 HH0052'THE NORTHWEST CORNER OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 HH0052'RAILWAY STATION, ABOUT 40 FEET EAST OF THE CENTER OF A PAVED-STREET
 HH0052'CROSSING, 27 FEET NORTH OF THE CENTER LINE OF THE C.R.I. AND P.RY.
 HH0052'MAIN TRACK, AND 12 FEET SOUTH OF THE CENTER LINE OF THE SOUTH
 HH0052'SIDE-TRACK OF THE A.T. AND S.F. RY.  A STANDARD DISK, STAMPED
 HH0052'N 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0052
 HH0052                          STATION RECOVERY (1965)
 HH0052
 HH0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HH0052'MARK NOT FOUND.
 HH0052
 HH0052                          STATION RECOVERY (1986)
 HH0052
 HH0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0052'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN DODGE CITY,
 HH0052'IN THE SOUTHEAST CORNER OF THE INTERSECTION OF 4TH AVENUE AND THE
 HH0052'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 0.4 KM (0.25 MI) WEST OF THE
 HH0052'RAILROAD STATION, 27.2 METERS (89.5 FT) SOUTH OF THE SOUTH RAIL OF THE
 HH0052'MAIN TRACKS AND 13.4 METERS (44 FT) EAST OF THE CENTER OF 4TH AVENUE.
 HH0052'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0945 ***********************************************************************
 JF0945  DESIGNATION -  N 340
 JF0945  PID         -  JF0945
 JF0945  STATE/COUNTY-  KS/MCPHERSON
 JF0945  USGS QUAD   -  MC PHERSON SE (1985)
 JF0945
 JF0945                         *CURRENT SURVEY CONTROL
 JF0945  ___________________________________________________________________
 JF0945* NAD 83(1986)-  38 21 44.     (N)    097 37 14.     (W)     SCALED    
 JF0945* NAVD 88     -       459.486  (meters)    1507.50   (feet)  ADJUSTED  
 JF0945  ___________________________________________________________________
 JF0945  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 JF0945  DYNAMIC HT  -         459.153 (meters)    1506.40  (feet)  COMP
 JF0945  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 JF0945
 JF0945  VERT ORDER  -  SECOND    CLASS 0
 JF0945
 JF0945.The horizontal coordinates were scaled from a topographic map and have
 JF0945.an estimated accuracy of +/- 6 seconds.
 JF0945
 JF0945.The orthometric height was determined by differential leveling
 JF0945.and adjusted by the National Geodetic Survey in June 1991..
 JF0945
 JF0945.The geoid height was determined by GEOID03.
 JF0945
 JF0945.The dynamic height is computed by dividing the NAVD 88
 JF0945.geopotential number by the normal gravity value computed on the
 JF0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0945.degrees latitude (g = 980.6199 gals.).
 JF0945
 JF0945.The modeled gravity was interpolated from observed gravity values.
 JF0945
 JF0945;                    North         East    Units  Estimated Accuracy
 JF0945;SPC KS S     -   588,550.      476,860.      MT  (+/- 180 meters Scaled)
 JF0945
 JF0945                          SUPERSEDED SURVEY CONTROL
 JF0945
 JF0945  NGVD 29 (??/??/92)  459.319  (m)         1506.95   (f) ADJ UNCH    2 0
 JF0945
 JF0945.Superseded values are not recommended for survey control.
 JF0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0945.See file dsdata.txt to determine how the superseded data were derived.
 JF0945
 JF0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH205469(NAD 83)
 JF0945_MARKER: DB = BENCH MARK DISK
 JF0945_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF0945_SP_SET: 27 1/2 FEET
 JF0945_STAMPING: N 340 1970
 JF0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0945
 JF0945  HISTORY     - Date     Condition        Report By
 JF0945  HISTORY     - 1970     MONUMENTED       NGS
 JF0945
 JF0945                          STATION DESCRIPTION
 JF0945
 JF0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0945'0.6 MI S FROM MC PHERSON.
 JF0945'ABOUT 0.6 MILE SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0945'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, AT HIGHWAY
 JF0945'UNDERPASS NUMBER 16-81 FOR A ROAD, IN THE MEDIAN BETWEEN THE TWO
 JF0945'TRAFFIC LANES OF THE HIGHWAY, 38 1/2 FEET EAST OF THE CENTER LINE
 JF0945'OF THE WEST TRAFFIC LANES OF THE HIGHWAY, 11.3 FEET SOUTHWEST
 JF0945'OF THE NORTH LEG OF THE CENTER PIER OF THE UNDERPASS, 6.6 FEET
 JF0945'NORTHWEST OF THE SOUTH LEG OF THE CENTER PIER OF THE UNDERPASS,
 JF0945'1.2 FEET EAST OF THE WEST GUARDRAIL, 0.6 FOOT EAST OF A METAL
 JF0945'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, A
 JF0945'DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 JF0945'REFUSAL AT 27 1/2 FEET AND IS ENCASED IN A 4-INCH PIPE WHICH
 JF0945'PROJECTS 0.5 FOOT.  SECTION 26 AND 35, T 19S, R 3W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0633 ***********************************************************************
 JF0633  DESIGNATION -  N 341
 JF0633  PID         -  JF0633
 JF0633  STATE/COUNTY-  KS/DICKINSON
 JF0633  USGS QUAD   -  CHAPMAN (1979)
 JF0633
 JF0633                         *CURRENT SURVEY CONTROL
 JF0633  ___________________________________________________________________
 JF0633* NAD 83(1986)-  38 57 11.     (N)    097 07 28.     (W)     SCALED    
 JF0633* NAVD 88     -       358.137  (meters)    1174.99   (feet)  ADJUSTED  
 JF0633  ___________________________________________________________________
 JF0633  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 JF0633  DYNAMIC HT  -         357.887 (meters)    1174.17  (feet)  COMP
 JF0633  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 JF0633
 JF0633  VERT ORDER  -  SECOND    CLASS 0
 JF0633
 JF0633.The horizontal coordinates were scaled from a topographic map and have
 JF0633.an estimated accuracy of +/- 6 seconds.
 JF0633
 JF0633.The orthometric height was determined by differential leveling
 JF0633.and adjusted by the National Geodetic Survey in June 1991..
 JF0633
 JF0633.The geoid height was determined by GEOID03.
 JF0633
 JF0633.The dynamic height is computed by dividing the NAVD 88
 JF0633.geopotential number by the normal gravity value computed on the
 JF0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0633.degrees latitude (g = 980.6199 gals.).
 JF0633
 JF0633.The modeled gravity was interpolated from observed gravity values.
 JF0633
 JF0633;                    North         East    Units  Estimated Accuracy
 JF0633;SPC KS N     -    69,160.      475,890.      MT  (+/- 180 meters Scaled)
 JF0633
 JF0633                          SUPERSEDED SURVEY CONTROL
 JF0633
 JF0633  NGVD 29 (??/??/92)  358.029  (m)         1174.63   (f) ADJ UNCH    2 0
 JF0633
 JF0633.Superseded values are not recommended for survey control.
 JF0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0633.See file dsdata.txt to determine how the superseded data were derived.
 JF0633
 JF0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ625132(NAD 83)
 JF0633_MARKER: DB = BENCH MARK DISK
 JF0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0633_SP_SET: CULVERT
 JF0633_STAMPING: N 341 1970
 JF0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0633
 JF0633  HISTORY     - Date     Condition        Report By
 JF0633  HISTORY     - 1970     MONUMENTED       NGS
 JF0633
 JF0633                          STATION DESCRIPTION
 JF0633
 JF0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0633'6 MI W FROM CHAPMAN.
 JF0633'ABOUT 6.05 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0633'HIGHWAY OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN, OR ABOUT
 JF0633'4.9 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 JF0633'OVERPASS FOR STATE HIGHWAY 15 AT ABILENE, 0.3 MILE NORTHEAST
 JF0633'OF OVERPASS NUMBER 13-3 OVER THE HIGHWAY, 44 1/2 FEET SOUTHEAST
 JF0633'OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN
 JF0633'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL
 JF0633'OF A 10-FOOT CONCRETE BOX CULVERT WHICH IS USED AS AN UNDERPASS
 JF0633'FOR CATTLE, 1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL,
 JF0633'AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 5,
 JF0633'T 13 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0634 ***********************************************************************
 JF0634  DESIGNATION -  N 341 RESET
 JF0634  PID         -  JF0634
 JF0634  STATE/COUNTY-  KS/DICKINSON
 JF0634  USGS QUAD   -  CHAPMAN (1979)
 JF0634
 JF0634                         *CURRENT SURVEY CONTROL
 JF0634  ___________________________________________________________________
 JF0634* NAD 83(1986)-  38 57 09.     (N)    097 07 28.     (W)     SCALED    
 JF0634* NAVD 88     -       358.106  (meters)    1174.89   (feet)  ADJUSTED  
 JF0634  ___________________________________________________________________
 JF0634  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 JF0634  DYNAMIC HT  -         357.856 (meters)    1174.07  (feet)  COMP
 JF0634  MODELED GRAV-     979,920.6   (mgal)                       NAVD 88
 JF0634
 JF0634  VERT ORDER  -  FIRST     CLASS II
 JF0634
 JF0634.The horizontal coordinates were scaled from a topographic map and have
 JF0634.an estimated accuracy of +/- 6 seconds.
 JF0634
 JF0634.The orthometric height was determined by differential leveling
 JF0634.and adjusted by the National Geodetic Survey in June 1991..
 JF0634
 JF0634.The geoid height was determined by GEOID03.
 JF0634
 JF0634.The dynamic height is computed by dividing the NAVD 88
 JF0634.geopotential number by the normal gravity value computed on the
 JF0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0634.degrees latitude (g = 980.6199 gals.).
 JF0634
 JF0634.The modeled gravity was interpolated from observed gravity values.
 JF0634
 JF0634;                    North         East    Units  Estimated Accuracy
 JF0634;SPC KS N     -    69,100.      475,890.      MT  (+/- 180 meters Scaled)
 JF0634
 JF0634                          SUPERSEDED SURVEY CONTROL
 JF0634
 JF0634.No superseded survey control is available for this station.
 JF0634
 JF0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ625131(NAD 83)
 JF0634_MARKER: DB = BENCH MARK DISK
 JF0634_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0634_SP_SET: HEADWALL
 JF0634_STAMPING: N 341 RESET 1972
 JF0634_MARK LOGO: NGS   
 JF0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0634+STABILITY: SURFACE MOTION
 JF0634
 JF0634  HISTORY     - Date     Condition        Report By
 JF0634  HISTORY     - 1972     MONUMENTED       KSHC
 JF0634  HISTORY     - 1986     GOOD             NGS
 JF0634
 JF0634                          STATION DESCRIPTION
 JF0634
 JF0634'DESCRIBED BY KS HIGHWAY COMM 1972
 JF0634'6 MI W FROM CHAPMAN.
 JF0634'ABOUT 6.05 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0634'HIGHWAY OVERPASS OF STATE HIGHWAY 206 AT CHAPMAN, ABOUT 4.9
 JF0634'MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE OVERPASS OF
 JF0634'STATE HIGHWAY 15 AT ABILENE, 0.3 MILE NORTHEAST OF A HIGHWAY
 JF0634'OVERPASS, 58.3 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JF0634'SOUTH-BOUND LANES OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST
 JF0634'END OF THE SOUTHEAST CONCRETE HEADWALL OF A 10 FOOT CONCRETE
 JF0634'BOX CULVERT USED AS A UNDERPASS FOR LIVESTOCK, 1 FOOT SOUTHWEST
 JF0634'OF THE NORTHEAST END OF HEADWALL AND 9 FEET BELOW THE LEVEL
 JF0634'OF THE HIGHWAY.
 JF0634
 JF0634                          STATION RECOVERY (1986)
 JF0634
 JF0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0261 ***********************************************************************
 KF0261  DESIGNATION -  N 342
 KF0261  PID         -  KF0261
 KF0261  STATE/COUNTY-  KS/GEARY
 KF0261  USGS QUAD   -  OGDEN (1982)
 KF0261
 KF0261                         *CURRENT SURVEY CONTROL
 KF0261  ___________________________________________________________________
 KF0261* NAD 83(1986)-  39 03 55.     (N)    096 41 30.     (W)     SCALED    
 KF0261* NAVD 88     -       407.549  (meters)    1337.10   (feet)  ADJUSTED  
 KF0261  ___________________________________________________________________
 KF0261  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 KF0261  DYNAMIC HT  -         407.271 (meters)    1336.19  (feet)  COMP
 KF0261  MODELED GRAV-     979,933.5   (mgal)                       NAVD 88
 KF0261
 KF0261  VERT ORDER  -  SECOND    CLASS 0
 KF0261
 KF0261.The horizontal coordinates were scaled from a topographic map and have
 KF0261.an estimated accuracy of +/- 6 seconds.
 KF0261
 KF0261.The orthometric height was determined by differential leveling
 KF0261.and adjusted by the National Geodetic Survey in June 1991..
 KF0261
 KF0261.The geoid height was determined by GEOID03.
 KF0261
 KF0261.The dynamic height is computed by dividing the NAVD 88
 KF0261.geopotential number by the normal gravity value computed on the
 KF0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0261.degrees latitude (g = 980.6199 gals.).
 KF0261
 KF0261.The modeled gravity was interpolated from observed gravity values.
 KF0261
 KF0261;                    North         East    Units  Estimated Accuracy
 KF0261;SPC KS N     -    82,070.      513,220.      MT  (+/- 180 meters Scaled)
 KF0261
 KF0261                          SUPERSEDED SURVEY CONTROL
 KF0261
 KF0261  NGVD 29 (??/??/92)  407.426  (m)         1336.70   (f) ADJ UNCH    2 0
 KF0261
 KF0261.Superseded values are not recommended for survey control.
 KF0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0261.See file dsdata.txt to determine how the superseded data were derived.
 KF0261
 KF0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ997265(NAD 83)
 KF0261_MARKER: DB = BENCH MARK DISK
 KF0261_SETTING: 66 = SET IN ROCK OUTCROP
 KF0261_SP_SET: FLAT ROCK
 KF0261_STAMPING: N 342 1970
 KF0261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0261+STABILITY: POSITION/ELEVATION WELL
 KF0261
 KF0261  HISTORY     - Date     Condition        Report By
 KF0261  HISTORY     - 1970     MONUMENTED       NGS
 KF0261
 KF0261                          STATION DESCRIPTION
 KF0261
 KF0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0261'8.7 MI E FROM JUNCTION CITY.
 KF0261'ABOUT 8.7 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0261'OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY, ON THE
 KF0261'WEST SLOPE AND ABOUT 0.15 MILE WEST OF THE SUMMIT OF HILL, 51.5
 KF0261'FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY,
 KF0261'79 FEET SOUTHWEST OF A FENCE CORNER POST AT A POINT WHERE THERE
 KF0261'IS A JOG IN THE FENCE LINE, 33 1/2 FEET SOUTH OF THE RIGHT-OF-WAY
 KF0261'FENCE, SET IN THE TOP AND NEAR THE EAST END OF A FLAT ROCK ABOUT
 KF0261'150 YARDS LONG AND 5 FEET HIGH AT ITS HIGHEST POINT, AND ABOUT
 KF0261'LEVEL WITH THE HIGHWAY.  SEC 30, T 11 S, R 7 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0159 ***********************************************************************
 KF0159  DESIGNATION -  N 343
 KF0159  PID         -  KF0159
 KF0159  STATE/COUNTY-  KS/WABAUNSEE
 KF0159  USGS QUAD   -  ALMA (1978)
 KF0159
 KF0159                         *CURRENT SURVEY CONTROL
 KF0159  ___________________________________________________________________
 KF0159* NAD 83(1986)-  39 03 55.     (N)    096 20 45.     (W)     SCALED    
 KF0159* NAVD 88     -       365.890  (meters)    1200.42   (feet)  ADJUSTED  
 KF0159  ___________________________________________________________________
 KF0159  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 KF0159  DYNAMIC HT  -         365.644 (meters)    1199.62  (feet)  COMP
 KF0159  MODELED GRAV-     979,942.5   (mgal)                       NAVD 88
 KF0159
 KF0159  VERT ORDER  -  SECOND    CLASS 0
 KF0159
 KF0159.The horizontal coordinates were scaled from a topographic map and have
 KF0159.an estimated accuracy of +/- 6 seconds.
 KF0159
 KF0159.The orthometric height was determined by differential leveling
 KF0159.and adjusted by the National Geodetic Survey in June 1991..
 KF0159
 KF0159.The geoid height was determined by GEOID03.
 KF0159
 KF0159.The dynamic height is computed by dividing the NAVD 88
 KF0159.geopotential number by the normal gravity value computed on the
 KF0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0159.degrees latitude (g = 980.6199 gals.).
 KF0159
 KF0159.The modeled gravity was interpolated from observed gravity values.
 KF0159
 KF0159;                    North         East    Units  Estimated Accuracy
 KF0159;SPC KS N     -    82,560.      543,150.      MT  (+/- 180 meters Scaled)
 KF0159
 KF0159                          SUPERSEDED SURVEY CONTROL
 KF0159
 KF0159  NGVD 29 (??/??/92)  365.754  (m)         1199.98   (f) ADJ UNCH    2 0
 KF0159
 KF0159.Superseded values are not recommended for survey control.
 KF0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0159.See file dsdata.txt to determine how the superseded data were derived.
 KF0159
 KF0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ296273(NAD 83)
 KF0159_MARKER: DB = BENCH MARK DISK
 KF0159_SETTING: 66 = SET IN ROCK OUTCROP
 KF0159_SP_SET: ROCK LEDGE
 KF0159_STAMPING: N 343 1970
 KF0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0159+STABILITY: POSITION/ELEVATION WELL
 KF0159
 KF0159  HISTORY     - Date     Condition        Report By
 KF0159  HISTORY     - 1970     MONUMENTED       NGS
 KF0159
 KF0159                          STATION DESCRIPTION
 KF0159
 KF0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0159'3 MI W FROM ALMA.
 KF0159'ABOUT 3.05 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0159'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.45 MILE EAST
 KF0159'OF WABAUNSEE ROAD OVERPASS NUMBER 2-00 OVER THE HIGHWAY, 69 1/2
 KF0159'FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 KF0159'SET IN THE TOP OF A 4- X 1-FOOT ROCK LEDGE THAT PROJECTS FROM
 KF0159'THE EAST SIDE OF A SHALLOW RAVINE, 23 FEET SOUTHEAST OF THE
 KF0159'EAST END OF THE SOUTH CONCRETE HEADWALL OF A 4-FOOT CONCRETE
 KF0159'BOX CULVERT, AND ABOUT 7 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KF0159'SECTION 30, T 11S, R 10E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0181 ***********************************************************************
 KF0181  DESIGNATION -  N 344
 KF0181  PID         -  KF0181
 KF0181  STATE/COUNTY-  KS/WABAUNSEE
 KF0181  USGS QUAD   -  MC FARLAND (1978)
 KF0181
 KF0181                         *CURRENT SURVEY CONTROL
 KF0181  ___________________________________________________________________
 KF0181* NAD 83(1986)-  39 03 29.     (N)    096 10 07.     (W)     SCALED    
 KF0181* NAVD 88     -       325.011  (meters)    1066.31   (feet)  ADJUSTED  
 KF0181  ___________________________________________________________________
 KF0181  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 KF0181  DYNAMIC HT  -         324.794 (meters)    1065.60  (feet)  COMP
 KF0181  MODELED GRAV-     979,952.1   (mgal)                       NAVD 88
 KF0181
 KF0181  VERT ORDER  -  SECOND    CLASS 0
 KF0181
 KF0181.The horizontal coordinates were scaled from a topographic map and have
 KF0181.an estimated accuracy of +/- 6 seconds.
 KF0181
 KF0181.The orthometric height was determined by differential leveling
 KF0181.and adjusted by the National Geodetic Survey in June 1991..
 KF0181
 KF0181.The geoid height was determined by GEOID03.
 KF0181
 KF0181.The dynamic height is computed by dividing the NAVD 88
 KF0181.geopotential number by the normal gravity value computed on the
 KF0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0181.degrees latitude (g = 980.6199 gals.).
 KF0181
 KF0181.The modeled gravity was interpolated from observed gravity values.
 KF0181
 KF0181;                    North         East    Units  Estimated Accuracy
 KF0181;SPC KS N     -    82,060.      558,500.      MT  (+/- 180 meters Scaled)
 KF0181
 KF0181                          SUPERSEDED SURVEY CONTROL
 KF0181
 KF0181  NGVD 29 (??/??/92)  324.871  (m)         1065.85   (f) ADJ UNCH    2 0
 KF0181
 KF0181.Superseded values are not recommended for survey control.
 KF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0181.See file dsdata.txt to determine how the superseded data were derived.
 KF0181
 KF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ449270(NAD 83)
 KF0181_MARKER: DB = BENCH MARK DISK
 KF0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0181_SP_SET: OVERPASS
 KF0181_STAMPING: N 344 1970
 KF0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0181
 KF0181  HISTORY     - Date     Condition        Report By
 KF0181  HISTORY     - 1970     MONUMENTED       NGS
 KF0181
 KF0181                          STATION DESCRIPTION
 KF0181
 KF0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0181'6.6 MI E FROM ALMA.
 KF0181'ABOUT 6.6 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0181'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.7 MILE SOUTHEAST
 KF0181'OF THE EAST END OF THE HIGHWAY BRIDGE OVER MILL CREEK, ON THE
 KF0181'EAST SLOPE OF A HILL, 28 1/2 FEET SOUTH OF THE CENTER LINE
 KF0181'OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP AND 1 FOOT
 KF0181'EAST OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF A HIGHWAY
 KF0181'OVERPASS FOR A GRAVELED ROAD, AND ABOUT 2 FEET BELOW THE LEVEL
 KF0181'OF THE HIGHWAY.  SECTION 34, T 11S, R 11E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0917 ***********************************************************************
 KE0917  DESIGNATION -  N 345
 KE0917  PID         -  KE0917
 KE0917  STATE/COUNTY-  KS/SHAWNEE
 KE0917  USGS QUAD   -  SILVER LAKE (1983)
 KE0917
 KE0917                         *CURRENT SURVEY CONTROL
 KE0917  ___________________________________________________________________
 KE0917* NAD 83(1986)-  39 03 14.     (N)    095 45 51.     (W)     SCALED    
 KE0917* NAVD 88     -       282.069  (meters)     925.42   (feet)  ADJUSTED  
 KE0917  ___________________________________________________________________
 KE0917  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KE0917  DYNAMIC HT  -         281.885 (meters)     924.82  (feet)  COMP
 KE0917  MODELED GRAV-     979,970.3   (mgal)                       NAVD 88
 KE0917
 KE0917  VERT ORDER  -  SECOND    CLASS 0
 KE0917
 KE0917.The horizontal coordinates were scaled from a topographic map and have
 KE0917.an estimated accuracy of +/- 6 seconds.
 KE0917
 KE0917.The orthometric height was determined by differential leveling
 KE0917.and adjusted by the National Geodetic Survey in June 1991..
 KE0917
 KE0917.The geoid height was determined by GEOID03.
 KE0917
 KE0917.The dynamic height is computed by dividing the NAVD 88
 KE0917.geopotential number by the normal gravity value computed on the
 KE0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0917.degrees latitude (g = 980.6199 gals.).
 KE0917
 KE0917.The modeled gravity was interpolated from observed gravity values.
 KE0917
 KE0917;                    North         East    Units  Estimated Accuracy
 KE0917;SPC KS N     -    82,380.      593,510.      MT  (+/- 180 meters Scaled)
 KE0917
 KE0917                          SUPERSEDED SURVEY CONTROL
 KE0917
 KE0917  NGVD 29 (??/??/92)  281.934  (m)          924.98   (f) ADJ UNCH    2 0
 KE0917
 KE0917.Superseded values are not recommended for survey control.
 KE0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0917.See file dsdata.txt to determine how the superseded data were derived.
 KE0917
 KE0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD608263(NAD 83)
 KE0917_MARKER: DB = BENCH MARK DISK
 KE0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0917_SP_SET: CULVERT
 KE0917_STAMPING: N 345 1970
 KE0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0917
 KE0917  HISTORY     - Date     Condition        Report By
 KE0917  HISTORY     - 1970     MONUMENTED       NGS
 KE0917
 KE0917                          STATION DESCRIPTION
 KE0917
 KE0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0917'5.4 MI W FROM TOPEKA.
 KE0917'ABOUT 5.35 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0917'HIGHWAY OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 0.5 MILE EAST
 KE0917'OF THE HIGHWAY UNDERPASS FOR THE NORTHEAST LANES OF INTERSTATE
 KE0917'HIGHWAY 470, 0.2 MILE WEST OF THE HIGHWAY UNDERPASS FOR WANAMAKER
 KE0917'ROAD, 52 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 KE0917'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 KE0917'HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 KE0917'1.2 FEET EAST OF THE WEST END OF THE HEADWALL, AND ABOUT 8 FEET
 KE0917'BELOW THE LEVEL OF THE HIGHWAY.  SECTION 32, T 11S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0867 ***********************************************************************
 KE0867  DESIGNATION -  N 346
 KE0867  PID         -  KE0867
 KE0867  STATE/COUNTY-  KS/SHAWNEE
 KE0867  USGS QUAD   -  GRANTVILLE (1983)
 KE0867
 KE0867                         *CURRENT SURVEY CONTROL
 KE0867  ___________________________________________________________________
 KE0867* NAD 83(1997)-  39 01 46.60213(N)    095 37 28.20417(W)     ADJUSTED  
 KE0867* NAVD 88     -       305.678  (meters)    1002.88   (feet)  ADJUSTED  
 KE0867  ___________________________________________________________________
 KE0867  X           -    -486,266.208 (meters)                     COMP
 KE0867  Y           -  -4,937,584.365 (meters)                     COMP
 KE0867  Z           -   3,995,043.996 (meters)                     COMP
 KE0867  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 KE0867  ELLIP HEIGHT-         274.32  (meters)          (07/29/04) GPS OBS
 KE0867  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 KE0867  DYNAMIC HT  -         305.478 (meters)    1002.22  (feet)  COMP
 KE0867  MODELED GRAV-     979,966.3   (mgal)                       NAVD 88
 KE0867
 KE0867  HORZ ORDER  -  FIRST
 KE0867  VERT ORDER  -  FIRST     CLASS II
 KE0867  ELLP ORDER  -  FOURTH    CLASS II
 KE0867
 KE0867.The horizontal coordinates were established by GPS observations
 KE0867.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 KE0867
 KE0867.The orthometric height was determined by differential leveling
 KE0867.and adjusted by the National Geodetic Survey in June 1991..
 KE0867
 KE0867.Photographs are available for this station.
 KE0867
 KE0867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE0867
 KE0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0867
 KE0867.The ellipsoidal height was determined by GPS observations
 KE0867.and is referenced to NAD 83.
 KE0867
 KE0867.The geoid height was determined by GEOID03.
 KE0867
 KE0867.The dynamic height is computed by dividing the NAVD 88
 KE0867.geopotential number by the normal gravity value computed on the
 KE0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0867.degrees latitude (g = 980.6199 gals.).
 KE0867
 KE0867.The modeled gravity was interpolated from observed gravity values.
 KE0867
 KE0867;                    North         East     Units Scale Factor Converg.
 KE0867;SPC KS N     -    79,992.077   605,664.180   MT  0.99996426   +1 30 10.8
 KE0867;UTM  15      - 4,323,340.460   272,817.988   MT  1.00023556   -1 39 12.3
 KE0867
 KE0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0867!SPC KS N     -   0.99995696  x   0.99996426  =   0.99992122
 KE0867!UTM  15      -   0.99995696  x   1.00023556  =   1.00019251
 KE0867
 KE0867                          SUPERSEDED SURVEY CONTROL
 KE0867
 KE0867  ELLIP H (03/07/02)  274.34   (m)                       GP(       ) 4 2
 KE0867  NAVD 88 (03/07/02)  305.68   (m)         1002.9    (f) LEVELING    3  
 KE0867  NGVD 29 (??/??/92)  305.565  (m)         1002.51   (f) ADJ UNCH    1 2
 KE0867
 KE0867.Superseded values are not recommended for survey control.
 KE0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0867.See file dsdata.txt to determine how the superseded data were derived.
 KE0867
 KE0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD7281823340(NAD 83)
 KE0867_MARKER: DB = BENCH MARK DISK
 KE0867_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KE0867+WITH SETTING: PAVEMENT
 KE0867_SP_SET: GUARDRAIL
 KE0867_STAMPING: N 346 1970
 KE0867_MARK LOGO: NGS   
 KE0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0867+STABILITY: SURFACE MOTION
 KE0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0867+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2001
 KE0867
 KE0867  HISTORY     - Date     Condition        Report By
 KE0867  HISTORY     - 1970     MONUMENTED       NGS
 KE0867  HISTORY     - 1986     GOOD             NGS
 KE0867  HISTORY     - 20010421 GOOD             MSAM
 KE0867  HISTORY     - 20030412 MARK NOT FOUND   KS5400
 KE0867
 KE0867                          STATION DESCRIPTION
 KE0867
 KE0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0867'3 MI E FROM TOPEKA.
 KE0867'ABOUT 3.05 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KE0867'HIGHWAY UNDERPASS FOR EAST 10TH AVENUE AT TOPEKA, AT THE MORE
 KE0867'EASTERLY OF TWO TOLL GATES ON THE KANSAS TURNPIKE, 100 YARDS
 KE0867'WEST OF THE JUNCTION OF 21ST STREET AND RICE AVENUE, SET IN THE
 KE0867'TOP OF THE EAST END OF THE CONCRETE FOUNDATION FOR THE SOUTH
 KE0867'GUARDRAIL ON THE EAST 21ST STREET OVERPASS FOR THE HIGHWAY,
 KE0867'15 FEET SOUTH OF THE CENTER LINE OF THE STREET, 2 FEET WEST OF
 KE0867'THE EAST END OF THE FOUNDATION, AND ABOUT 1 FOOT ABOVE THE LEVEL
 KE0867'OF THE HIGHWAY.  SECTION 4, T 12S, R 16E
 KE0867
 KE0867                          STATION RECOVERY (1986)
 KE0867
 KE0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0867'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  AT THE
 KE0867'INTERSECTION OF 21ST STREET, RICE AVENUE AND INTERSTATE HIGHWAY 70.
 KE0867
 KE0867                          STATION RECOVERY (2001)
 KE0867
 KE0867'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 KE0867'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 KE0867'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS, FROM THE
 KE0867'INTERSECTION OF SOUTH TOPEKA BOULEVARD AND SOUTHEAST 21 STREET, GO
 KE0867'EAST ON SOUTHEAST 21 STREET FOR 5.1 KM (3.1 MI) TO THE EAST END OF THE
 KE0867'SOUTHEAST 21 STREET BRIDGE OVER INTERSTATE HIGHWAY 70 AND THE STATION
 KE0867'ON YOUR RIGHT. A CARSONITE MARKER WAS ADDED 0.45 M (1.5 FT) SOUTH OF
 KE0867'THE
 KE0867'MARK.
 KE0867' 
 KE0867'
 KE0867
 KE0867                          STATION RECOVERY (2003)
 KE0867
 KE0867'RECOVERY NOTE BY CITY OF TOPEKA KANSAS 2003 (SLA)
 KE0867'MARK WAS NOT FOUND DUE TO NEW CONSTRUCTION FOR THE OAKLAND EXPRESSWAY.
 KE0867'MARK WAS PROBABLY DESTROYED IN THE GRADING WORK FOR THE RE-DESIGNED
 KE0867'TOLL BOOTH AREA AND NEW RAMPS FOR THE OAKLAND EXPRESSWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0759 ***********************************************************************
 JF0759  DESIGNATION -  N 347
 JF0759  PID         -  JF0759
 JF0759  STATE/COUNTY-  KS/HARVEY
 JF0759  USGS QUAD   -  HESSTON (1978)
 JF0759
 JF0759                         *CURRENT SURVEY CONTROL
 JF0759  ___________________________________________________________________
 JF0759* NAD 83(1986)-  38 09 41.     (N)    097 26 03.     (W)     SCALED    
 JF0759* NAVD 88     -       454.397  (meters)    1490.80   (feet)  ADJUSTED  
 JF0759  ___________________________________________________________________
 JF0759  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 JF0759  DYNAMIC HT  -         454.050 (meters)    1489.66  (feet)  COMP
 JF0759  MODELED GRAV-     979,850.1   (mgal)                       NAVD 88
 JF0759
 JF0759  VERT ORDER  -  SECOND    CLASS 0
 JF0759
 JF0759.The horizontal coordinates were scaled from a topographic map and have
 JF0759.an estimated accuracy of +/- 6 seconds.
 JF0759
 JF0759.The orthometric height was determined by differential leveling
 JF0759.and adjusted by the National Geodetic Survey in June 1991..
 JF0759
 JF0759.The geoid height was determined by GEOID03.
 JF0759
 JF0759.The dynamic height is computed by dividing the NAVD 88
 JF0759.geopotential number by the normal gravity value computed on the
 JF0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0759.degrees latitude (g = 980.6199 gals.).
 JF0759
 JF0759.The modeled gravity was interpolated from observed gravity values.
 JF0759
 JF0759;                    North         East    Units  Estimated Accuracy
 JF0759;SPC KS S     -   566,430.      493,400.      MT  (+/- 180 meters Scaled)
 JF0759
 JF0759                          SUPERSEDED SURVEY CONTROL
 JF0759
 JF0759  NGVD 29 (??/??/92)  454.235  (m)         1490.27   (f) ADJ UNCH    2 0
 JF0759
 JF0759.Superseded values are not recommended for survey control.
 JF0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0759.See file dsdata.txt to determine how the superseded data were derived.
 JF0759
 JF0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH371248(NAD 83)
 JF0759_MARKER: DB = BENCH MARK DISK
 JF0759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0759_SP_SET: CULVERT
 JF0759_STAMPING: N 347 1972
 JF0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0759
 JF0759  HISTORY     - Date     Condition        Report By
 JF0759  HISTORY     - 1972     MONUMENTED       NGS
 JF0759
 JF0759                          STATION DESCRIPTION
 JF0759
 JF0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0759'9.5 MI NW FROM NEWTON.
 JF0759'ABOUT 9.50 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM
 JF0759'THE OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, CEMENTED IN A DRILL
 JF0759'HOLE AT THE NORTHEAST END OF THE HEADWALL OF A 2-CHANNEL, 3 X 20
 JF0759'FOOT CONCRETE BOX CULVERT WHICH PASSES UNDER BOTH LANES OF THE
 JF0759'HIGHWAY, 24.5 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE NORTH
 JF0759'BOUND LANE OF THE HIGHWAY, 0.7 FOOT SOUTHEAST OF THE NORTHEAST
 JF0759'END, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE NORTH BOUND TRAFFIC
 JF0759'LANE OF THE HIGHWAY.  SECTION 4, T 22 S, R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0779 ***********************************************************************
 JF0779  DESIGNATION -  N 348
 JF0779  PID         -  JF0779
 JF0779  STATE/COUNTY-  KS/HARVEY
 JF0779  USGS QUAD   -  NEWTON (1989)
 JF0779
 JF0779                         *CURRENT SURVEY CONTROL
 JF0779  ___________________________________________________________________
 JF0779* NAD 83(1986)-  38 02 33.     (N)    097 18 00.     (W)     SCALED    
 JF0779* NAVD 88     -       457.181  (meters)    1499.93   (feet)  ADJUSTED  
 JF0779  ___________________________________________________________________
 JF0779  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 JF0779  DYNAMIC HT  -         456.828 (meters)    1498.78  (feet)  COMP
 JF0779  MODELED GRAV-     979,842.8   (mgal)                       NAVD 88
 JF0779
 JF0779  VERT ORDER  -  SECOND    CLASS 0
 JF0779
 JF0779.The horizontal coordinates were scaled from a topographic map and have
 JF0779.an estimated accuracy of +/- 6 seconds.
 JF0779
 JF0779.The orthometric height was determined by differential leveling
 JF0779.and adjusted by the National Geodetic Survey in June 1991..
 JF0779
 JF0779.The geoid height was determined by GEOID03.
 JF0779
 JF0779.The dynamic height is computed by dividing the NAVD 88
 JF0779.geopotential number by the normal gravity value computed on the
 JF0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0779.degrees latitude (g = 980.6199 gals.).
 JF0779
 JF0779.The modeled gravity was interpolated from observed gravity values.
 JF0779
 JF0779;                    North         East    Units  Estimated Accuracy
 JF0779;SPC KS S     -   553,380.      505,330.      MT  (+/- 180 meters Scaled)
 JF0779
 JF0779                          SUPERSEDED SURVEY CONTROL
 JF0779
 JF0779  NGVD 29 (??/??/92)  457.016  (m)         1499.39   (f) ADJ UNCH    2 0
 JF0779
 JF0779.Superseded values are not recommended for survey control.
 JF0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0779.See file dsdata.txt to determine how the superseded data were derived.
 JF0779
 JF0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH491118(NAD 83)
 JF0779_MARKER: DB = BENCH MARK DISK
 JF0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0779_STAMPING: N 348 1972
 JF0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0779+STABILITY: SURFACE MOTION
 JF0779
 JF0779  HISTORY     - Date     Condition        Report By
 JF0779  HISTORY     - 1972     MONUMENTED       NGS
 JF0779  HISTORY     - 1982     GOOD             USGS
 JF0779
 JF0779                          STATION DESCRIPTION
 JF0779
 JF0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0779'1.2 MI E FROM NEWTON.
 JF0779'ABOUT 1.20 MILES EAST ALONG FIRST STREET (COUNTY ROAD 570) FROM
 JF0779'THE FIRST STREET OVERPASS OVER INTERSTATE HIGHWAY 35 W AT THE
 JF0779'EAST EDGE OF NEWTON, 60 FEET WEST OF THE CENTER OF THE GRAVEL
 JF0779'ROAD, 40.5 FEET SOUTH OF THE CENTER LINE OF COUNTY ROAD 570,
 JF0779'17.7 FEET WEST OF A POWER LINE POLE, 1.7 FEET WEST-NORTHWEST OF A
 JF0779'METAL WITNESS POST, 1 FOOT BELOW THE COUNTY ROAD AND SET IN THE
 JF0779'TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES.  SECTION 22, T 23 S,
 JF0779'R 1 E
 JF0779
 JF0779                          STATION RECOVERY (1982)
 JF0779
 JF0779'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 JF0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0609 ***********************************************************************
 HG0609  DESIGNATION -  N 35
 HG0609  PID         -  HG0609
 HG0609  STATE/COUNTY-  KS/KIOWA
 HG0609  USGS QUAD   -  GREENSBURG (1969)
 HG0609
 HG0609                         *CURRENT SURVEY CONTROL
 HG0609  ___________________________________________________________________
 HG0609* NAD 83(1986)-  37 36 33.     (N)    099 17 54.     (W)     SCALED    
 HG0609* NAVD 88     -       681.733  (meters)    2236.65   (feet)  ADJUSTED  
 HG0609  ___________________________________________________________________
 HG0609  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 HG0609  DYNAMIC HT  -         681.146 (meters)    2234.73  (feet)  COMP
 HG0609  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 HG0609
 HG0609  VERT ORDER  -  FIRST     CLASS II
 HG0609
 HG0609.The horizontal coordinates were scaled from a topographic map and have
 HG0609.an estimated accuracy of +/- 6 seconds.
 HG0609
 HG0609.The orthometric height was determined by differential leveling
 HG0609.and adjusted by the National Geodetic Survey in June 1991..
 HG0609.WARNING-Repeat measurements at this control monument indicate possible
 HG0609.vertical movement.
 HG0609
 HG0609.The geoid height was determined by GEOID03.
 HG0609
 HG0609.The dynamic height is computed by dividing the NAVD 88
 HG0609.geopotential number by the normal gravity value computed on the
 HG0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0609.degrees latitude (g = 980.6199 gals.).
 HG0609
 HG0609.The modeled gravity was interpolated from observed gravity values.
 HG0609
 HG0609;                    North         East    Units  Estimated Accuracy
 HG0609;SPC KS S     -   504,910.      329,510.      MT  (+/- 180 meters Scaled)
 HG0609
 HG0609                          SUPERSEDED SURVEY CONTROL
 HG0609
 HG0609  NGVD 29 (??/??/92)  681.431  (m)         2235.66   (f) ADJ UNCH    1 2
 HG0609
 HG0609.Superseded values are not recommended for survey control.
 HG0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0609.See file dsdata.txt to determine how the superseded data were derived.
 HG0609
 HG0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG736624(NAD 83)
 HG0609_MARKER: DB = BENCH MARK DISK
 HG0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0609_SP_SET: CONCRETE POST
 HG0609_STAMPING: N 35 1934
 HG0609_MARK LOGO: CGS   
 HG0609_PROJECTION: FLUSH
 HG0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0609+STABILITY: SURFACE MOTION
 HG0609
 HG0609  HISTORY     - Date     Condition        Report By
 HG0609  HISTORY     - 1934     MONUMENTED       CGS
 HG0609  HISTORY     - 1944     GOOD             NGS
 HG0609  HISTORY     - 1976     GOOD             LOCENG
 HG0609  HISTORY     - 1976     GOOD             LOCENG
 HG0609  HISTORY     - 1986     GOOD             NGS
 HG0609  HISTORY     - 20040821 GOOD             USPSQD
 HG0609
 HG0609                          STATION DESCRIPTION
 HG0609
 HG0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0609'AT GREENSBURG.
 HG0609'AT GREENSBURG, KIOWA COUNTY, 2 BLOCKS WEST OF THE CHICAGO, ROCK
 HG0609'ISLAND AND PACIFIC RAILWAY STATION, ABOUT 75 FEET NORTHWEST OF
 HG0609'THE CENTER OF THE BAY STREET CROSSING, 69 FEET WEST OF THE CENTER
 HG0609'LINE OF THE STREET, AND 37 FEET NORTH OF THE CENTER LINE OF THE
 HG0609'TRACK.  A STANDARD DISK, STAMPED N 35 1934 AND SET IN THE TOP
 HG0609'OF A CONCRETE POST.  NOTE-- A CONFLICT IN THE INFORMATION
 HG0609'AVAILABLE REGARDING THIS BENCH MARK INDICATED THAT IT MAY BE 27
 HG0609'FEET NORTH OF THE CENTER LINE OF THE TRACK.
 HG0609
 HG0609                          STATION RECOVERY (1944)
 HG0609
 HG0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HG0609'RECOVERED IN GOOD CONDITION.
 HG0609
 HG0609                          STATION RECOVERY (1976)
 HG0609
 HG0609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0609'RECOVERED IN GOOD CONDITION.
 HG0609
 HG0609                          STATION RECOVERY (1976)
 HG0609
 HG0609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HG0609'RECOVERED IN GOOD CONDITION.
 HG0609
 HG0609                          STATION RECOVERY (1986)
 HG0609
 HG0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0609'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.45 KM (0.3
 HG0609'MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN STREET AT
 HG0609'GREENSBURG, THENCE 0.35 KM (0.2 MI) NORTH ALONG BAY STREET, IN THE
 HG0609'NORTHWEST CORNER OF THE INTERSECTION OF THE CHICAGO, ROCK ISLAND AND
 HG0609'PACIFIC RAILROAD, 21.0 METERS (69 FT) WEST OF THE CENTER OF THE
 HG0609'STREET, 10.5 METERS (34.5 FT) NORTH OF THE NORTH RAIL AND 2.4 METERS
 HG0609'(8 FT) WEST-NORTHWEST OF A TELEPHONE POLE.
 HG0609'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HG0609'THE MARK IS 0.6 M BELOW THE TRACKS.
 HG0609
 HG0609                          STATION RECOVERY (2004)
 HG0609
 HG0609'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HG0609'PHONE POLE HAS BEEN REMOVED.  RAILROAD IS NOW UNION PACIFIC
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0622 ***********************************************************************
 HH0622  DESIGNATION -  N 352
 HH0622  PID         -  HH0622
 HH0622  STATE/COUNTY-  KS/GRAY
 HH0622  USGS QUAD   -  CHARLESTON (1968)
 HH0622
 HH0622                         *CURRENT SURVEY CONTROL
 HH0622  ___________________________________________________________________
 HH0622* NAD 83(1986)-  37 51 41.     (N)    100 32 32.     (W)     SCALED    
 HH0622* NAVD 88     -       823.020  (meters)    2700.19   (feet)  ADJUSTED  
 HH0622  ___________________________________________________________________
 HH0622  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 HH0622  DYNAMIC HT  -         822.297 (meters)    2697.82  (feet)  COMP
 HH0622  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 HH0622
 HH0622  VERT ORDER  -  FIRST     CLASS II
 HH0622
 HH0622.The horizontal coordinates were scaled from a topographic map and have
 HH0622.an estimated accuracy of +/- 6 seconds.
 HH0622
 HH0622.The orthometric height was determined by differential leveling
 HH0622.and adjusted by the National Geodetic Survey in June 1991..
 HH0622
 HH0622.The geoid height was determined by GEOID03.
 HH0622
 HH0622.The dynamic height is computed by dividing the NAVD 88
 HH0622.geopotential number by the normal gravity value computed on the
 HH0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0622.degrees latitude (g = 980.6199 gals.).
 HH0622
 HH0622.The modeled gravity was interpolated from observed gravity values.
 HH0622
 HH0622;                    North         East    Units  Estimated Accuracy
 HH0622;SPC KS S     -   534,560.      220,320.      MT  (+/- 180 meters Scaled)
 HH0622
 HH0622                          SUPERSEDED SURVEY CONTROL
 HH0622
 HH0622.No superseded survey control is available for this station.
 HH0622
 HH0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG643915(NAD 83)
 HH0622_MARKER: DB = BENCH MARK DISK
 HH0622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HH0622_SP_SET: HEADWALL
 HH0622_STAMPING: N 352 1986
 HH0622_MARK LOGO: NGS   
 HH0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0622
 HH0622  HISTORY     - Date     Condition        Report By
 HH0622  HISTORY     - 1986     MONUMENTED       NGS
 HH0622
 HH0622                          STATION DESCRIPTION
 HH0622
 HH0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0622'12.0 KM (7.45 MI) EAST FROM PIERCEVILLE.
 HH0622'12.0 KM (7.5 MI) EAST ALONG US HIGHWAY 50 FROM THE T JUNCTION OF THE
 HH0622'PIERCEVILLE ROAD AT PIERCEVILLE, IN THE SOUTH END OF THE EAST HEADWALL
 HH0622'OF A 4-CHANEL BRIDGE, 6.4 METERS (21 FT) SOUTH OF THE HIGHWAY
 HH0622'CENTERLINE.
 HH0622'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0639 ***********************************************************************
 HG0639  DESIGNATION -  N 353
 HG0639  PID         -  HG0639
 HG0639  STATE/COUNTY-  KS/FORD
 HG0639  USGS QUAD   -  FORT DODGE (1978)
 HG0639
 HG0639                         *CURRENT SURVEY CONTROL
 HG0639  ___________________________________________________________________
 HG0639* NAD 83(1986)-  37 44 20.     (N)    099 57 27.     (W)     SCALED    
 HG0639* NAVD 88     -       751.184  (meters)    2464.51   (feet)  ADJUSTED  
 HG0639  ___________________________________________________________________
 HG0639  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HG0639  DYNAMIC HT  -         750.528 (meters)    2462.36  (feet)  COMP
 HG0639  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 HG0639
 HG0639  VERT ORDER  -  FIRST     CLASS II
 HG0639
 HG0639.The horizontal coordinates were scaled from a topographic map and have
 HG0639.an estimated accuracy of +/- 6 seconds.
 HG0639
 HG0639.The orthometric height was determined by differential leveling
 HG0639.and adjusted by the National Geodetic Survey in June 1991..
 HG0639
 HG0639.The geoid height was determined by GEOID03.
 HG0639
 HG0639.The dynamic height is computed by dividing the NAVD 88
 HG0639.geopotential number by the normal gravity value computed on the
 HG0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0639.degrees latitude (g = 980.6199 gals.).
 HG0639
 HG0639.The modeled gravity was interpolated from observed gravity values.
 HG0639
 HG0639;                    North         East    Units  Estimated Accuracy
 HG0639;SPC KS S     -   520,000.      271,540.      MT  (+/- 180 meters Scaled)
 HG0639
 HG0639                          SUPERSEDED SURVEY CONTROL
 HG0639
 HG0639.No superseded survey control is available for this station.
 HG0639
 HG0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG156772(NAD 83)
 HG0639_MARKER: I = METAL ROD
 HG0639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0639_SP_SET: STAINLESS STEEL ROD
 HG0639_STAMPING: N 353 1986
 HG0639_MARK LOGO: NGS   
 HG0639_PROJECTION: FLUSH
 HG0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0639_ROD/PIPE-DEPTH: 11.6 meters
 HG0639
 HG0639  HISTORY     - Date     Condition        Report By
 HG0639  HISTORY     - 1986     MONUMENTED       NGS
 HG0639
 HG0639                          STATION DESCRIPTION
 HG0639
 HG0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0639'2.0 KM (1.25 MI) WEST FROM FORT DODGE.
 HG0639'2.0 KM (1.25 MI) WEST ALONG STATE HIGHWAY 154 FROM THE JUNCTION OF
 HG0639'SHERIDAN STREET AT FORT DODGE, AT THE EXCEL MEAT PACKING PLANT, 0.3 KM
 HG0639'(0.2 MI) EAST OF A SMALL ELECTRICAL SUB-STATION, ALSO 5.72 KM (3.57
 HG0639'MI) EAST OF DODGE CITY, 18.6 METERS (61 FT) SOUTH OF THE HIGHWAY
 HG0639'CENTERLINE, 1.2 METERS (4 FT) SOUTH OF THE NORTHWEST CORNER OF THE
 HG0639'FENCE AROUND THE PLANT, 8.3 METERS (27.5 FT) SOUTHEAST OF THE SOUTH
 HG0639'POLE OF A DOUBLE POWER POLE STRUCTURE, 1.8 METERS (6 FT) NORTH OF A
 HG0639'PARKING LOT STREET LIGHT POLE AND 0.3 METER (1 FT) WEST OF THE FENCE.
 HG0639'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0639'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HG0639'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0664 ***********************************************************************
 HG0664  DESIGNATION -  N 354
 HG0664  PID         -  HG0664
 HG0664  STATE/COUNTY-  KS/KIOWA
 HG0664  USGS QUAD   -  MULLINVILLE (1969)
 HG0664
 HG0664                         *CURRENT SURVEY CONTROL
 HG0664  ___________________________________________________________________
 HG0664* NAD 83(1986)-  37 34 44.     (N)    099 29 37.     (W)     SCALED    
 HG0664* NAVD 88     -       711.201  (meters)    2333.33   (feet)  ADJUSTED  
 HG0664  ___________________________________________________________________
 HG0664  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 HG0664  DYNAMIC HT  -         710.580 (meters)    2331.29  (feet)  COMP
 HG0664  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 HG0664
 HG0664  VERT ORDER  -  FIRST     CLASS II
 HG0664
 HG0664.The horizontal coordinates were scaled from a topographic map and have
 HG0664.an estimated accuracy of +/- 6 seconds.
 HG0664
 HG0664.The orthometric height was determined by differential leveling
 HG0664.and adjusted by the National Geodetic Survey in June 1991..
 HG0664
 HG0664.The geoid height was determined by GEOID03.
 HG0664
 HG0664.The dynamic height is computed by dividing the NAVD 88
 HG0664.geopotential number by the normal gravity value computed on the
 HG0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0664.degrees latitude (g = 980.6199 gals.).
 HG0664
 HG0664.The modeled gravity was interpolated from observed gravity values.
 HG0664
 HG0664;                    North         East    Units  Estimated Accuracy
 HG0664;SPC KS S     -   501,710.      312,240.      MT  (+/- 180 meters Scaled)
 HG0664
 HG0664                          SUPERSEDED SURVEY CONTROL
 HG0664
 HG0664.No superseded survey control is available for this station.
 HG0664
 HG0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG564592(NAD 83)
 HG0664_MARKER: I = METAL ROD
 HG0664_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0664_SP_SET: STAINLESS STEEL ROD
 HG0664_STAMPING: N 354 1986
 HG0664_MARK LOGO: NGS   
 HG0664_PROJECTION: FLUSH
 HG0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0664+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2000
 HG0664_ROD/PIPE-DEPTH: 11.0 meters
 HG0664
 HG0664  HISTORY     - Date     Condition        Report By
 HG0664  HISTORY     - 1986     MONUMENTED       NGS
 HG0664  HISTORY     - 20000307 GOOD             LOCENG
 HG0664
 HG0664                          STATION DESCRIPTION
 HG0664
 HG0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0664'2.0 KM (1.25 MI) WEST FROM MULLINVILLE.
 HG0664'0.35 KM (0.2 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 HG0664'MULLINVILLE, THENCE 1.7 KM (1.05 MI) WEST ALONG US HIGHWAY 54, 0.21 KM
 HG0664'(0.13 MI) EAST OF MILEPOST 96, 26.2 METERS (86 FT) SOUTH OF THE
 HG0664'HIGHWAY CENTERLINE, 34.1 METERS (112.5 FT) WEST OF THE WEST ONE OF TWO
 HG0664'VENT PIPES FOR A GAS PIPE LINE, 4.2 METERS (14 FT) EAST OF A FENCE
 HG0664'CORNER AND 0.5 METER (1.5 FT) WEST OF A CONCRETE RIGHT OF WAY POST.
 HG0664'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0664'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0664'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HG0664
 HG0664                          STATION RECOVERY (2000)
 HG0664
 HG0664'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 HG0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0764 ***********************************************************************
 HG0764  DESIGNATION -  N 355
 HG0764  PID         -  HG0764
 HG0764  STATE/COUNTY-  KS/HARPER
 HG0764  USGS QUAD   -  ANTHONY (1983)
 HG0764
 HG0764                         *CURRENT SURVEY CONTROL
 HG0764  ___________________________________________________________________
 HG0764* NAD 83(1986)-  37 14 22.     (N)    098 02 22.     (W)     SCALED    
 HG0764* NAVD 88     -       427.599  (meters)    1402.88   (feet)  ADJUSTED  
 HG0764  ___________________________________________________________________
 HG0764  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 HG0764  DYNAMIC HT  -         427.242 (meters)    1401.71  (feet)  COMP
 HG0764  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 HG0764
 HG0764  VERT ORDER  -  FIRST     CLASS II
 HG0764
 HG0764.The horizontal coordinates were scaled from a topographic map and have
 HG0764.an estimated accuracy of +/- 6 seconds.
 HG0764
 HG0764.The orthometric height was determined by differential leveling
 HG0764.and adjusted by the National Geodetic Survey in June 1991..
 HG0764
 HG0764.The geoid height was determined by GEOID03.
 HG0764
 HG0764.The dynamic height is computed by dividing the NAVD 88
 HG0764.geopotential number by the normal gravity value computed on the
 HG0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0764.degrees latitude (g = 980.6199 gals.).
 HG0764
 HG0764.The modeled gravity was interpolated from observed gravity values.
 HG0764
 HG0764;                    North         East    Units  Estimated Accuracy
 HG0764;SPC KS S     -   463,670.      440,870.      MT  (+/- 180 meters Scaled)
 HG0764
 HG0764                          SUPERSEDED SURVEY CONTROL
 HG0764
 HG0764.No superseded survey control is available for this station.
 HG0764
 HG0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG851218(NAD 83)
 HG0764_MARKER: I = METAL ROD
 HG0764_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0764_SP_SET: STAINLESS STEEL ROD
 HG0764_STAMPING: N 355 1986
 HG0764_MARK LOGO: NGS   
 HG0764_PROJECTION: FLUSH
 HG0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0764_ROD/PIPE-DEPTH: 4.0  meters
 HG0764
 HG0764  HISTORY     - Date     Condition        Report By
 HG0764  HISTORY     - 1986     MONUMENTED       NGS
 HG0764
 HG0764                          STATION DESCRIPTION
 HG0764
 HG0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0764'9.8 KM (6.1 MI) NORTH FROM ANTHONY.
 HG0764'9.8 KM (6.1 MI) NORTH ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 HG0764'STATE HIGHWAY 44 AT ANTHONY, IN THE NORTHEAST CORNER OF THE JUNCTION
 HG0764'OF STATE HIGHWAY 160, 25.1 METERS (82.3 FT) EAST OF THE HIGHWAY
 HG0764'CENTERLINE, 13.2 METERS (43.5 FT) NORTH OF THE CENTER OF A PAVED ROAD,
 HG0764'0.8 METER (2.5 FT) NORTH-NORTHWEST OF A FENCE CORNER AND 0.6 METER
 HG0764'(2 FT) WEST OF A FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0764'5-INCH LOGO CAP.
 HG0764'THE MARK IS 0.31 METERS  W FROM  A WITNESS POST
 HG0764'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0688 ***********************************************************************
 HG0688  DESIGNATION -  N 357
 HG0688  PID         -  HG0688
 HG0688  STATE/COUNTY-  KS/PRATT
 HG0688  USGS QUAD   -  CULLISON (1968)
 HG0688
 HG0688                         *CURRENT SURVEY CONTROL
 HG0688  ___________________________________________________________________
 HG0688* NAD 83(1986)-  37 37 49.     (N)    098 55 24.     (W)     SCALED    
 HG0688* NAVD 88     -       625.004  (meters)    2050.53   (feet)  ADJUSTED  
 HG0688  ___________________________________________________________________
 HG0688  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 HG0688  DYNAMIC HT  -         624.475 (meters)    2048.80  (feet)  COMP
 HG0688  MODELED GRAV-     979,762.9   (mgal)                       NAVD 88
 HG0688
 HG0688  VERT ORDER  -  FIRST     CLASS II
 HG0688
 HG0688.The horizontal coordinates were scaled from a topographic map and have
 HG0688.an estimated accuracy of +/- 6 seconds.
 HG0688
 HG0688.The orthometric height was determined by differential leveling
 HG0688.and adjusted by the National Geodetic Survey in June 1991..
 HG0688
 HG0688.The geoid height was determined by GEOID03.
 HG0688
 HG0688.The dynamic height is computed by dividing the NAVD 88
 HG0688.geopotential number by the normal gravity value computed on the
 HG0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0688.degrees latitude (g = 980.6199 gals.).
 HG0688
 HG0688.The modeled gravity was interpolated from observed gravity values.
 HG0688
 HG0688;                    North         East    Units  Estimated Accuracy
 HG0688;SPC KS S     -   507,030.      362,630.      MT  (+/- 180 meters Scaled)
 HG0688
 HG0688                          SUPERSEDED SURVEY CONTROL
 HG0688
 HG0688.No superseded survey control is available for this station.
 HG0688
 HG0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG067647(NAD 83)
 HG0688_MARKER: I = METAL ROD
 HG0688_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0688_SP_SET: STAINLESS STEEL ROD
 HG0688_STAMPING: N 357 1986
 HG0688_MARK LOGO: NGS   
 HG0688_PROJECTION: FLUSH
 HG0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0688_ROD/PIPE-DEPTH: 7.3  meters
 HG0688
 HG0688  HISTORY     - Date     Condition        Report By
 HG0688  HISTORY     - 1986     MONUMENTED       NGS
 HG0688
 HG0688                          STATION DESCRIPTION
 HG0688
 HG0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0688'16.3 KM (10.1 MI) EAST FROM HAVILAND.
 HG0688'16.35 KM (10.2 MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN
 HG0688'STREET AT HAVILAND, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A
 HG0688'DIRT ROAD LEADING SOUTH, 0.13 KM (0.08 MI) WEST OF MILEPOST 128, 23.1
 HG0688'METERS (76 FT) SOUTH OF THE HIGHWAY CENTERLINE, 29.9 METERS (98 FT)
 HG0688'NORTH OF THE EXTENDED CENTER OF A DIRT ROAD LEADING EAST, 15.8 METERS
 HG0688'(52 FT) WEST OF THE CENTER OF THE ROAD AND 4.1 METERS (13.5 FT) WEST
 HG0688'OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HG0688'LOGO CAP.
 HG0688'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0688'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0442 ***********************************************************************
 JH0442  DESIGNATION -  N 358
 JH0442  PID         -  JH0442
 JH0442  STATE/COUNTY-  KS/SCOTT
 JH0442  USGS QUAD   -  SHALLOW WATER (1976)
 JH0442
 JH0442                         *CURRENT SURVEY CONTROL
 JH0442  ___________________________________________________________________
 JH0442* NAD 83(1986)-  38 16 31.     (N)    100 54 16.     (W)     SCALED    
 JH0442* NAVD 88     -       888.993  (meters)    2916.64   (feet)  ADJUSTED  
 JH0442  ___________________________________________________________________
 JH0442  GEOID HEIGHT-         -24.94  (meters)                     GEOID03
 JH0442  DYNAMIC HT  -         888.236 (meters)    2914.15  (feet)  COMP
 JH0442  MODELED GRAV-     979,746.9   (mgal)                       NAVD 88
 JH0442
 JH0442  VERT ORDER  -  FIRST     CLASS II
 JH0442
 JH0442.The horizontal coordinates were scaled from a topographic map and have
 JH0442.an estimated accuracy of +/- 6 seconds.
 JH0442
 JH0442.The orthometric height was determined by differential leveling
 JH0442.and adjusted by the National Geodetic Survey in June 1991..
 JH0442
 JH0442.The geoid height was determined by GEOID03.
 JH0442
 JH0442.The dynamic height is computed by dividing the NAVD 88
 JH0442.geopotential number by the normal gravity value computed on the
 JH0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0442.degrees latitude (g = 980.6199 gals.).
 JH0442
 JH0442.The modeled gravity was interpolated from observed gravity values.
 JH0442
 JH0442;                    North         East    Units  Estimated Accuracy
 JH0442;SPC KS S     -   581,250.      189,640.      MT  (+/- 180 meters Scaled)
 JH0442
 JH0442                          SUPERSEDED SURVEY CONTROL
 JH0442
 JH0442.No superseded survey control is available for this station.
 JH0442
 JH0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH334380(NAD 83)
 JH0442_MARKER: I = METAL ROD
 JH0442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0442_SP_SET: STAINLESS STEEL ROD
 JH0442_STAMPING: N 358 1986
 JH0442_MARK LOGO: NGS   
 JH0442_PROJECTION: FLUSH
 JH0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0442_ROD/PIPE-DEPTH: 8.5  meters
 JH0442
 JH0442  HISTORY     - Date     Condition        Report By
 JH0442  HISTORY     - 1986     MONUMENTED       NGS
 JH0442
 JH0442                          STATION DESCRIPTION
 JH0442
 JH0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0442'23.3 KM (14.5 MI) NORTH FROM SCOTT CITY.
 JH0442'23.3 KM (14.55 MI) SOUTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0442'SCOTT CITY, IN THE SOUTH CORNER OF THE Y JUNCTION OF A DIRT ROAD
 JH0442'LEADING SOUTH, 0.27 KM (0.17 MI) NORTHWEST OF MILEPOST 92, 18.3 METERS
 JH0442'(60 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 57.1 METERS (187.5 FT)
 JH0442'EAST OF THE CENTER OF THE ROAD, 46.2 METERS (151.5 FT) SOUTHEAST OF
 JH0442'THE CENTER OF THE ROAD AFTER A CURVE IN THE HIGHWAY AND 0.5 METER (1.5
 JH0442'FT) NORTHWEST OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM
 JH0442'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0442'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JH0442'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0714 ***********************************************************************
 HG0714  DESIGNATION -  N 359
 HG0714  PID         -  HG0714
 HG0714  STATE/COUNTY-  KS/PRATT
 HG0714  USGS QUAD   -  CAIRO (1967)
 HG0714
 HG0714                         *CURRENT SURVEY CONTROL
 HG0714  ___________________________________________________________________
 HG0714* NAD 83(1986)-  37 39 08.     (N)    098 33 16.     (W)     SCALED    
 HG0714* NAVD 88     -       528.226  (meters)    1733.02   (feet)  ADJUSTED  
 HG0714  ___________________________________________________________________
 HG0714  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 HG0714  DYNAMIC HT  -         527.783 (meters)    1731.57  (feet)  COMP
 HG0714  MODELED GRAV-     979,775.9   (mgal)                       NAVD 88
 HG0714
 HG0714  VERT ORDER  -  FIRST     CLASS II
 HG0714
 HG0714.The horizontal coordinates were scaled from a topographic map and have
 HG0714.an estimated accuracy of +/- 6 seconds.
 HG0714
 HG0714.The orthometric height was determined by differential leveling
 HG0714.and adjusted by the National Geodetic Survey in June 1991..
 HG0714
 HG0714.The geoid height was determined by GEOID03.
 HG0714
 HG0714.The dynamic height is computed by dividing the NAVD 88
 HG0714.geopotential number by the normal gravity value computed on the
 HG0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0714.degrees latitude (g = 980.6199 gals.).
 HG0714
 HG0714.The modeled gravity was interpolated from observed gravity values.
 HG0714
 HG0714;                    North         East    Units  Estimated Accuracy
 HG0714;SPC KS S     -   509,380.      395,200.      MT  (+/- 180 meters Scaled)
 HG0714
 HG0714                          SUPERSEDED SURVEY CONTROL
 HG0714
 HG0714.No superseded survey control is available for this station.
 HG0714
 HG0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG393673(NAD 83)
 HG0714_MARKER: DB = BENCH MARK DISK
 HG0714_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HG0714_SP_SET: GRAIN ELEVATOR
 HG0714_STAMPING: N 359 1986
 HG0714_MARK LOGO: NGS   
 HG0714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0714+STABILITY: POSITION/ELEVATION WELL
 HG0714
 HG0714  HISTORY     - Date     Condition        Report By
 HG0714  HISTORY     - 1986     MONUMENTED       NGS
 HG0714
 HG0714                          STATION DESCRIPTION
 HG0714
 HG0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0714'11.9 KM (7.4 MI) WEST FROM CUNNINGHAM.
 HG0714'11.17 KM (6.98 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF
 HG0714'COUNTY ROAD 359 AT CUNNINGHAM, THENCE 0.74 KM (0.46 MI) NORTH ALONG A
 HG0714'PAVED ROAD, VERTICALLY, IN THE NORTH FACE OF THE NORTHEAST ELEVATOR OF
 HG0714'THE WEST ONE OF TWO CAIRO CO-OP SILOS AND 12.3 METERS (40.5 FT)
 HG0714'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A 20 BY 30 FOOT METAL
 HG0714'BUILDING.
 HG0714'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0360 ***********************************************************************
 HG0360  DESIGNATION -  N 36
 HG0360  PID         -  HG0360
 HG0360  STATE/COUNTY-  KS/PRATT
 HG0360  USGS QUAD   -  CAIRO (1967)
 HG0360
 HG0360                         *CURRENT SURVEY CONTROL
 HG0360  ___________________________________________________________________
 HG0360* NAD 83(1986)-  37 39 00.     (N)    098 30 10.     (W)     SCALED    
 HG0360* NAVD 88     -       526.307  (meters)    1726.73   (feet)  ADJUSTED  
 HG0360  ___________________________________________________________________
 HG0360  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 HG0360  DYNAMIC HT  -         525.866 (meters)    1725.28  (feet)  COMP
 HG0360  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 HG0360
 HG0360  VERT ORDER  -  FIRST     CLASS II
 HG0360
 HG0360.The horizontal coordinates were scaled from a topographic map and have
 HG0360.an estimated accuracy of +/- 6 seconds.
 HG0360
 HG0360.The orthometric height was determined by differential leveling
 HG0360.and adjusted by the National Geodetic Survey in June 1991..
 HG0360
 HG0360.The geoid height was determined by GEOID03.
 HG0360
 HG0360.The dynamic height is computed by dividing the NAVD 88
 HG0360.geopotential number by the normal gravity value computed on the
 HG0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0360.degrees latitude (g = 980.6199 gals.).
 HG0360
 HG0360.The modeled gravity was interpolated from observed gravity values.
 HG0360
 HG0360;                    North         East    Units  Estimated Accuracy
 HG0360;SPC KS S     -   509,140.      399,760.      MT  (+/- 180 meters Scaled)
 HG0360
 HG0360                          SUPERSEDED SURVEY CONTROL
 HG0360
 HG0360  NGVD 29 (??/??/92)  526.083  (m)         1725.99   (f) ADJ UNCH    1 2
 HG0360
 HG0360.Superseded values are not recommended for survey control.
 HG0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0360.See file dsdata.txt to determine how the superseded data were derived.
 HG0360
 HG0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG438670(NAD 83)
 HG0360_MARKER: DB = BENCH MARK DISK
 HG0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0360_SP_SET: CONCRETE POST
 HG0360_STAMPING: N 36 1934
 HG0360_MARK LOGO: CGS   
 HG0360_PROJECTION: PROJECTING 8 CENTIMETERS
 HG0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0360+STABILITY: SURFACE MOTION
 HG0360
 HG0360  HISTORY     - Date     Condition        Report By
 HG0360  HISTORY     - 1934     MONUMENTED       CGS
 HG0360  HISTORY     - 1986     GOOD             NGS
 HG0360
 HG0360                          STATION DESCRIPTION
 HG0360
 HG0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0360'13.3 MI E FROM PRATT.
 HG0360'ABOUT 13.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0360'RAILWAY FROM THE STATION AT PRATT, PRATT COUNTY, ABOUT 300 FEET WEST
 HG0360'OF MILEPOST 66, ABOUT 325 FEET EAST OF A COUNTY-ROAD CROSSING,
 HG0360'AND 48 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 HG0360'DISK, STAMPED N 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0360
 HG0360                          STATION RECOVERY (1986)
 HG0360
 HG0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0360'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.41 KM (4.00
 HG0360'MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF COUNTY ROAD 359 AT
 HG0360'CUNNINGHAM, THENCE 0.38 KM (0.23 MI) NORTH ALONG A GRAVEL ROAD, IN THE
 HG0360'SOUTHEAST CORNER OF THE INTERSECTION OF THE ATCHISON, TOPEKA AND SANTA
 HG0360'FE RAILROAD, 97.2 METERS (319 FT) EAST OF THE CENTER OF THE ROAD, 13.4
 HG0360'METERS (44 FT) SOUTH OF THE SOUTH RAIL AND 0.7 METER (2.5 FT) NORTH OF
 HG0360'A FENCE.
 HG0360'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HG0360'THE MARK IS 0.5 M ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0739 ***********************************************************************
 HG0739  DESIGNATION -  N 360
 HG0739  PID         -  HG0739
 HG0739  STATE/COUNTY-  KS/KINGMAN
 HG0739  USGS QUAD   -  KINGMAN NW (1967)
 HG0739
 HG0739                         *CURRENT SURVEY CONTROL
 HG0739  ___________________________________________________________________
 HG0739* NAD 83(1986)-  37 38 53.     (N)    098 08 10.     (W)     SCALED    
 HG0739* NAVD 88     -       477.983  (meters)    1568.18   (feet)  ADJUSTED  
 HG0739  ___________________________________________________________________
 HG0739  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 HG0739  DYNAMIC HT  -         477.589 (meters)    1566.89  (feet)  COMP
 HG0739  MODELED GRAV-     979,790.3   (mgal)                       NAVD 88
 HG0739
 HG0739  VERT ORDER  -  FIRST     CLASS II
 HG0739
 HG0739.The horizontal coordinates were scaled from a topographic map and have
 HG0739.an estimated accuracy of +/- 6 seconds.
 HG0739
 HG0739.The orthometric height was determined by differential leveling
 HG0739.and adjusted by the National Geodetic Survey in June 1991..
 HG0739
 HG0739.The geoid height was determined by GEOID03.
 HG0739
 HG0739.The dynamic height is computed by dividing the NAVD 88
 HG0739.geopotential number by the normal gravity value computed on the
 HG0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0739.degrees latitude (g = 980.6199 gals.).
 HG0739
 HG0739.The modeled gravity was interpolated from observed gravity values.
 HG0739
 HG0739;                    North         East    Units  Estimated Accuracy
 HG0739;SPC KS S     -   508,980.      432,110.      MT  (+/- 180 meters Scaled)
 HG0739
 HG0739                          SUPERSEDED SURVEY CONTROL
 HG0739
 HG0739.No superseded survey control is available for this station.
 HG0739
 HG0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG762671(NAD 83)
 HG0739_MARKER: I = METAL ROD
 HG0739_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0739_SP_SET: STAINLESS STEEL ROD
 HG0739_STAMPING: N 360 1986
 HG0739_MARK LOGO: NGS   
 HG0739_PROJECTION: FLUSH
 HG0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0739_ROD/PIPE-DEPTH: 6.1  meters
 HG0739
 HG0739  HISTORY     - Date     Condition        Report By
 HG0739  HISTORY     - 1986     MONUMENTED       NGS
 HG0739
 HG0739                          STATION DESCRIPTION
 HG0739
 HG0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0739'2.0 KM (1.25 MI) WEST FROM KINGMAN.
 HG0739'1.99 KM (1.24 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF STATE
 HG0739'HIGHWAY 14 SOUTH AT KINGMAN, IN THE NORTHWEST CORNER OF THE T JUNCTION
 HG0739'OF A DIRT COUNTY ROAD, 0.33 KM (0.20 MI) EAST OF MILEPOST 171, 123.0
 HG0739'METERS (403.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.2 METERS (27 FT)
 HG0739'WEST OF THE CENTER OF THE ROAD, 0.7 METER (2.5 FT) SOUTHWEST OF A
 HG0739'FENCE CORNER AND 0.4 METER (1.5 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO
 HG0739'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0739'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0739'THE MARK IS 1.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0471 ***********************************************************************
 JH0471  DESIGNATION -  N 361
 JH0471  PID         -  JH0471
 JH0471  STATE/COUNTY-  KS/LOGAN
 JH0471  USGS QUAD   -  LAKE SCOTT NE (1976)
 JH0471
 JH0471                         *CURRENT SURVEY CONTROL
 JH0471  ___________________________________________________________________
 JH0471* NAD 83(1986)-  38 42 44.     (N)    100 52 16.     (W)     SCALED    
 JH0471* NAVD 88     -       914.571  (meters)    3000.55   (feet)  ADJUSTED  
 JH0471  ___________________________________________________________________
 JH0471  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JH0471  DYNAMIC HT  -         913.818 (meters)    2998.08  (feet)  COMP
 JH0471  MODELED GRAV-     979,774.1   (mgal)                       NAVD 88
 JH0471
 JH0471  VERT ORDER  -  FIRST     CLASS II
 JH0471
 JH0471.The horizontal coordinates were scaled from a topographic map and have
 JH0471.an estimated accuracy of +/- 6 seconds.
 JH0471
 JH0471.The orthometric height was determined by differential leveling
 JH0471.and adjusted by the National Geodetic Survey in June 1991..
 JH0471
 JH0471.The geoid height was determined by GEOID03.
 JH0471
 JH0471.The dynamic height is computed by dividing the NAVD 88
 JH0471.geopotential number by the normal gravity value computed on the
 JH0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0471.degrees latitude (g = 980.6199 gals.).
 JH0471
 JH0471.The modeled gravity was interpolated from observed gravity values.
 JH0471
 JH0471;                    North         East    Units  Estimated Accuracy
 JH0471;SPC KS N     -    46,020.      150,320.      MT  (+/- 180 meters Scaled)
 JH0471
 JH0471                          SUPERSEDED SURVEY CONTROL
 JH0471
 JH0471.No superseded survey control is available for this station.
 JH0471
 JH0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH373865(NAD 83)
 JH0471_MARKER: I = METAL ROD
 JH0471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0471_SP_SET: STAINLESS STEEL ROD
 JH0471_STAMPING: N 361 1986
 JH0471_MARK LOGO: NGS   
 JH0471_PROJECTION: FLUSH
 JH0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0471_ROD/PIPE-DEPTH: 11.8 meters
 JH0471
 JH0471  HISTORY     - Date     Condition        Report By
 JH0471  HISTORY     - 1986     MONUMENTED       NGS
 JH0471
 JH0471                          STATION DESCRIPTION
 JH0471
 JH0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0471'26.0 KM (16.15 MI) NORTH FROM SCOTT CITY.
 JH0471'26.03 KM (16.26 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0471'SCOTT CITY, 14.9 METERS (49 FT) EAST OF THE HIGHWAY CENTERLINE, 102.1
 JH0471'METERS (335 FT) NORTH OF MILEPOST 123, 16.7 METERS (55 FT) SOUTHEAST
 JH0471'OF THE SOUTHEAST CORNER OF THE EAST HEADWALL FOR A BOX CULVERT, 1.4
 JH0471'METERS (4.5 FT) NORTH OF A FENCE CORNER AND 0.3 METER (1 FT) WEST OF A
 JH0471'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0471'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0471'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0460 ***********************************************************************
 KG0460  DESIGNATION -  N 362
 KG0460  PID         -  KG0460
 KG0460  STATE/COUNTY-  KS/TREGO
 KG0460  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0460
 KG0460                         *CURRENT SURVEY CONTROL
 KG0460  ___________________________________________________________________
 KG0460* NAD 83(1986)-  39 02 11.     (N)    099 53 03.     (W)     SCALED    
 KG0460* NAVD 88     -       747.489  (meters)    2452.39   (feet)  ADJUSTED  
 KG0460  ___________________________________________________________________
 KG0460  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 KG0460  DYNAMIC HT  -         746.926 (meters)    2450.54  (feet)  COMP
 KG0460  MODELED GRAV-     979,849.8   (mgal)                       NAVD 88
 KG0460
 KG0460  VERT ORDER  -  FIRST     CLASS II
 KG0460
 KG0460.The horizontal coordinates were scaled from a topographic map and have
 KG0460.an estimated accuracy of +/- 6 seconds.
 KG0460
 KG0460.The orthometric height was determined by differential leveling
 KG0460.and adjusted by the National Geodetic Survey in June 1991..
 KG0460
 KG0460.The geoid height was determined by GEOID03.
 KG0460
 KG0460.The dynamic height is computed by dividing the NAVD 88
 KG0460.geopotential number by the normal gravity value computed on the
 KG0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0460.degrees latitude (g = 980.6199 gals.).
 KG0460
 KG0460.The modeled gravity was interpolated from observed gravity values.
 KG0460
 KG0460;                    North         East    Units  Estimated Accuracy
 KG0460;SPC KS N     -    79,740.      236,880.      MT  (+/- 180 meters Scaled)
 KG0460
 KG0460                          SUPERSEDED SURVEY CONTROL
 KG0460
 KG0460  NGVD 29 (02/14/92)  747.186  (m)         2451.39   (f) ADJUSTED    1 2
 KG0460
 KG0460.Superseded values are not recommended for survey control.
 KG0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0460.See file dsdata.txt to determine how the superseded data were derived.
 KG0460
 KG0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ234211(NAD 83)
 KG0460_MARKER: I = METAL ROD
 KG0460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0460_SP_SET: STAINLESS STEEL ROD
 KG0460_STAMPING: N 362 1986
 KG0460_MARK LOGO: NGS   
 KG0460_PROJECTION: FLUSH
 KG0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KG0460+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2006
 KG0460_ROD/PIPE-DEPTH: 9.8  meters
 KG0460
 KG0460  HISTORY     - Date     Condition        Report By
 KG0460  HISTORY     - 1986     MONUMENTED       NGS
 KG0460  HISTORY     - 20060512 GOOD             GEOCAC
 KG0460
 KG0460                          STATION DESCRIPTION
 KG0460
 KG0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0460'1.6 KM (1.0 MI) NORTH FROM WAKEENEY.
 KG0460'1.67 KM (1.04 MI) NORTH ALONG MAIN STREET FROM THE JUNCTION OF OLD US
 KG0460'HIGHWAY 40 AT WAKEENEY, AT THE METHODIST CHURCH AT THE T JUNCTION OF
 KG0460'MAIN STREET AND SUMMIT AVENUE, 1.2 METERS (4 FT) EAST OF THE EAST EDGE
 KG0460'OF A NORTH-SOUTH SIDEWALK, 6.4 METERS (21 FT) SOUTH OF THE NORTHWEST
 KG0460'CORNER OF THE CHURCH, 0.7 METER (2 FT) NORTH OF THE NORTH EDGE OF THE
 KG0460'STEPS FOR THE SIDE DOOR AND 0.4 METER (1.5 FT) WEST OF THE WALL.
 KG0460'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KG0460
 KG0460                          STATION RECOVERY (2006)
 KG0460
 KG0460'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0460'HANDHELD COORDINATES ARE N39-02-12.00 W099-53-03.54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0673 ***********************************************************************
 HH0673  DESIGNATION -  N 363
 HH0673  PID         -  HH0673
 HH0673  STATE/COUNTY-  KS/KEARNY
 HH0673  USGS QUAD   -  DEERFIELD (1978)
 HH0673
 HH0673                         *CURRENT SURVEY CONTROL
 HH0673  ___________________________________________________________________
 HH0673* NAD 83(1986)-  37 59 16.     (N)    101 08 06.     (W)     SCALED    
 HH0673* NAVD 88     -       910.163  (meters)    2986.09   (feet)  ADJUSTED  
 HH0673  ___________________________________________________________________
 HH0673  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 HH0673  DYNAMIC HT  -         909.343 (meters)    2983.40  (feet)  COMP
 HH0673  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 HH0673
 HH0673  VERT ORDER  -  FIRST     CLASS II
 HH0673
 HH0673.The horizontal coordinates were scaled from a topographic map and have
 HH0673.an estimated accuracy of +/- 6 seconds.
 HH0673
 HH0673.The orthometric height was determined by differential leveling
 HH0673.and adjusted by the National Geodetic Survey in June 1991..
 HH0673
 HH0673.The geoid height was determined by GEOID03.
 HH0673
 HH0673.The dynamic height is computed by dividing the NAVD 88
 HH0673.geopotential number by the normal gravity value computed on the
 HH0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0673.degrees latitude (g = 980.6199 gals.).
 HH0673
 HH0673.The modeled gravity was interpolated from observed gravity values.
 HH0673
 HH0673;                    North         East    Units  Estimated Accuracy
 HH0673;SPC KS S     -   549,890.      168,570.      MT  (+/- 180 meters Scaled)
 HH0673
 HH0673                          SUPERSEDED SURVEY CONTROL
 HH0673
 HH0673.No superseded survey control is available for this station.
 HH0673
 HH0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH125066(NAD 83)
 HH0673_MARKER: I = METAL ROD
 HH0673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0673_SP_SET: STAINLESS STEEL ROD
 HH0673_STAMPING: N 363 1986
 HH0673_MARK LOGO: NGS   
 HH0673_PROJECTION: FLUSH
 HH0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0673_ROD/PIPE-DEPTH: 9.7  meters
 HH0673
 HH0673  HISTORY     - Date     Condition        Report By
 HH0673  HISTORY     - 1986     MONUMENTED       NGS
 HH0673
 HH0673                          STATION DESCRIPTION
 HH0673
 HH0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0673'12.7 KM (7.9 MI) EAST FROM LAKIN.
 HH0673'12.7 KM (7.9 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0673'ROUTE 25 IN LAKIN, AT AN ASPHALT ROAD LEADING SOUTH TO DEERFIELD, ALSO
 HH0673'15.6 KM (9.7 MI) WEST OF HOLCOMB, 19.9 METERS (65.4 FT) SOUTHEAST OF
 HH0673'THE HIGHWAY CENTERLINE, 14.9 METERS (49 FT) NORTHEAST OF THE CENTER OF
 HH0673'THE ROAD, 9.7 METERS (31.9 FT) NORTHWEST OF THE CENTER OF A GRAVEL
 HH0673'ROAD, 4.3 METERS (14 FT) NORTHEAST OF A DOUBLE GUYED POWER POLE AND
 HH0673'0.46 METERS (1.5 FT) SOUTHWEST OF A RIGHT OF WAY POST AND A GRADER
 HH0673'BLADE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0673'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 HH0673'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0513 ***********************************************************************
 KG0513  DESIGNATION -  N 364
 KG0513  PID         -  KG0513
 KG0513  STATE/COUNTY-  KS/NORTON
 KG0513  USGS QUAD   -  EDMOND NW (1978)
 KG0513
 KG0513                         *CURRENT SURVEY CONTROL
 KG0513  ___________________________________________________________________
 KG0513* NAD 83(1986)-  39 44 27.     (N)    099 53 23.     (W)     SCALED    
 KG0513* NAVD 88     -       740.868  (meters)    2430.66   (feet)  ADJUSTED  
 KG0513  ___________________________________________________________________
 KG0513  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 KG0513  DYNAMIC HT  -         740.369 (meters)    2429.03  (feet)  COMP
 KG0513  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 KG0513
 KG0513  VERT ORDER  -  FIRST     CLASS II
 KG0513
 KG0513.The horizontal coordinates were scaled from a topographic map and have
 KG0513.an estimated accuracy of +/- 6 seconds.
 KG0513
 KG0513.The orthometric height was determined by differential leveling
 KG0513.and adjusted by the National Geodetic Survey in June 1991..
 KG0513
 KG0513.The geoid height was determined by GEOID03.
 KG0513
 KG0513.The dynamic height is computed by dividing the NAVD 88
 KG0513.geopotential number by the normal gravity value computed on the
 KG0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0513.degrees latitude (g = 980.6199 gals.).
 KG0513
 KG0513.The modeled gravity was interpolated from observed gravity values.
 KG0513
 KG0513;                    North         East    Units  Estimated Accuracy
 KG0513;SPC KS N     -   157,940.      238,030.      MT  (+/- 180 meters Scaled)
 KG0513
 KG0513                          SUPERSEDED SURVEY CONTROL
 KG0513
 KG0513  NGVD 29 (02/14/92)  740.601  (m)         2429.79   (f) ADJUSTED    1 2
 KG0513
 KG0513.Superseded values are not recommended for survey control.
 KG0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0513.See file dsdata.txt to determine how the superseded data were derived.
 KG0513
 KG0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ237993(NAD 83)
 KG0513_MARKER: I = METAL ROD
 KG0513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0513_SP_SET: STAINLESS STEEL ROD
 KG0513_STAMPING: N 364 1986
 KG0513_MARK LOGO: NGS   
 KG0513_PROJECTION: FLUSH
 KG0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0513_ROD/PIPE-DEPTH: 8.2  meters
 KG0513
 KG0513  HISTORY     - Date     Condition        Report By
 KG0513  HISTORY     - 1986     MONUMENTED       NGS
 KG0513
 KG0513                          STATION DESCRIPTION
 KG0513
 KG0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0513'10.8 KM (6.7 MI) SOUTH FROM NORTON.
 KG0513'10.8 KM (6.75 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0513'HIGHWAY 36 AT NORTON, IN THE NORTHWEST CORNER OF THE JUNCTION OF A
 KG0513'DIRT ROAD, 0.66 KM (0.41 MI) NORTH OF MILEPOST 199, 33.5 METERS (110
 KG0513'FT) WEST OF THE HIGHWAY CENTERLINE, 15.4 METERS (50.5 FT) WEST OF A
 KG0513'POWER POLE, 14.5 METERS (47.5 FT) NORTH OF THE CENTER OF THE ROAD, 3.5
 KG0513'METERS (11.5 FT) NORTH OF A FENCE CORNER AND 0.3 METER (1 FT) EAST OF
 KG0513'A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KG0513'CAP.
 KG0513'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KG0513'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0497 ***********************************************************************
 KG0497  DESIGNATION -  N 365
 KG0497  PID         -  KG0497
 KG0497  STATE/COUNTY-  KS/GRAHAM
 KG0497  USGS QUAD   -  EDMOND SE (1978)
 KG0497
 KG0497                         *CURRENT SURVEY CONTROL
 KG0497  ___________________________________________________________________
 KG0497* NAD 83(1986)-  39 32 15.     (N)    099 50 39.     (W)     SCALED    
 KG0497* NAVD 88     -       716.084  (meters)    2349.35   (feet)  ADJUSTED  
 KG0497  ___________________________________________________________________
 KG0497  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 KG0497  DYNAMIC HT  -         715.579 (meters)    2347.70  (feet)  COMP
 KG0497  MODELED GRAV-     979,897.5   (mgal)                       NAVD 88
 KG0497
 KG0497  VERT ORDER  -  FIRST     CLASS II
 KG0497
 KG0497.The horizontal coordinates were scaled from a topographic map and have
 KG0497.an estimated accuracy of +/- 6 seconds.
 KG0497
 KG0497.The orthometric height was determined by differential leveling
 KG0497.and adjusted by the National Geodetic Survey in June 1991..
 KG0497
 KG0497.The geoid height was determined by GEOID03.
 KG0497
 KG0497.The dynamic height is computed by dividing the NAVD 88
 KG0497.geopotential number by the normal gravity value computed on the
 KG0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0497.degrees latitude (g = 980.6199 gals.).
 KG0497
 KG0497.The modeled gravity was interpolated from observed gravity values.
 KG0497
 KG0497;                    North         East    Units  Estimated Accuracy
 KG0497;SPC KS N     -   135,290.      241,480.      MT  (+/- 180 meters Scaled)
 KG0497
 KG0497                          SUPERSEDED SURVEY CONTROL
 KG0497
 KG0497  NGVD 29 (02/14/92)  715.798  (m)         2348.41   (f) ADJUSTED    1 2
 KG0497
 KG0497.Superseded values are not recommended for survey control.
 KG0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0497.See file dsdata.txt to determine how the superseded data were derived.
 KG0497
 KG0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ274767(NAD 83)
 KG0497_MARKER: I = METAL ROD
 KG0497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0497_SP_SET: STAINLESS STEEL ROD
 KG0497_STAMPING: N 365 1986
 KG0497_MARK LOGO: NGS   
 KG0497_PROJECTION: FLUSH
 KG0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0497_ROD/PIPE-DEPTH: 6.1  meters
 KG0497
 KG0497  HISTORY     - Date     Condition        Report By
 KG0497  HISTORY     - 1986     MONUMENTED       NGS
 KG0497
 KG0497                          STATION DESCRIPTION
 KG0497
 KG0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0497'18.9 KM (11.75 MI) NORTH FROM HILL CITY.
 KG0497'18.94 KM (11.83 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0497'HIGHWAY 24 AT HILL CITY, AT THE NORTH END OF A CUT, 0.20 KM (0.12 MI)
 KG0497'SOUTH OF THE T JUNCTION OF A ROAD LEADING WEST, 0.57 KM (0.35 MI)
 KG0497'NORTH OF MILEPOST 183, 18.7 METERS (61.5 FT) EAST OF THE HIGHWAY
 KG0497'CENTERLINE, 64.1 METERS (210.5 FT) SOUTH OF A VENT PIPE FOR AN
 KG0497'UNDERGROUND PIPELINE CROSSING AND 1.8 METERS (6 FT) WEST OF A POWER
 KG0497'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KG0497'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1068 ***********************************************************************
 KE1068  DESIGNATION -  N 367
 KE1068  PID         -  KE1068
 KE1068  STATE/COUNTY-  KS/SHAWNEE
 KE1068  USGS QUAD   -  GRANTVILLE (1983)
 KE1068
 KE1068                         *CURRENT SURVEY CONTROL
 KE1068  ___________________________________________________________________
 KE1068* NAD 83(1997)-  39 02 37.26756(N)    095 35 41.74886(W)     ADJUSTED  
 KE1068* NAVD 88     -       279.670  (meters)     917.55   (feet)  ADJUSTED  
 KE1068  ___________________________________________________________________
 KE1068  X           -    -483,619.893 (meters)                     COMP
 KE1068  Y           -  -4,936,835.157 (meters)                     COMP
 KE1068  Z           -   3,996,241.239 (meters)                     COMP
 KE1068  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 KE1068  ELLIP HEIGHT-         248.28  (meters)          (08/05/04) GPS OBS
 KE1068  GEOID HEIGHT-         -31.38  (meters)                     GEOID03
 KE1068  DYNAMIC HT  -         279.488 (meters)     916.95  (feet)  COMP
 KE1068  MODELED GRAV-     979,969.9   (mgal)                       NAVD 88
 KE1068
 KE1068  HORZ ORDER  -  FIRST
 KE1068  VERT ORDER  -  FIRST     CLASS II
 KE1068  ELLP ORDER  -  FOURTH    CLASS I
 KE1068
 KE1068.The horizontal coordinates were established by GPS observations
 KE1068.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 KE1068
 KE1068.The orthometric height was determined by differential leveling
 KE1068.and adjusted by the National Geodetic Survey in June 1991..
 KE1068
 KE1068.Photographs are available for this station.
 KE1068
 KE1068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1068
 KE1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1068
 KE1068.The ellipsoidal height was determined by GPS observations
 KE1068.and is referenced to NAD 83.
 KE1068
 KE1068.The geoid height was determined by GEOID03.
 KE1068
 KE1068.The dynamic height is computed by dividing the NAVD 88
 KE1068.geopotential number by the normal gravity value computed on the
 KE1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1068.degrees latitude (g = 980.6199 gals.).
 KE1068
 KE1068.The modeled gravity was interpolated from observed gravity values.
 KE1068
 KE1068;                    North         East     Units Scale Factor Converg.
 KE1068;SPC KS N     -    81,621.459   608,182.261   MT  0.99996334   +1 31 18.2
 KE1068;UTM  15      - 4,324,829.100   275,422.662   MT  1.00022107   -1 38 06.9
 KE1068
 KE1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1068!SPC KS N     -   0.99996105  x   0.99996334  =   0.99992439
 KE1068!UTM  15      -   0.99996105  x   1.00022107  =   1.00018211
 KE1068
 KE1068                          SUPERSEDED SURVEY CONTROL
 KE1068
 KE1068  NAVD 88 (08/05/04)  279.67   (m)          917.6    (f) LEVELING    3  
 KE1068
 KE1068.Superseded values are not recommended for survey control.
 KE1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1068.See file dsdata.txt to determine how the superseded data were derived.
 KE1068
 KE1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD7542324829(NAD 83)
 KE1068_MARKER: I = METAL ROD
 KE1068_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1068_SP_SET: STAINLESS STEEL ROD
 KE1068_STAMPING: N 367 1986
 KE1068_MARK LOGO: NGS   
 KE1068_PROJECTION: FLUSH
 KE1068_MAGNETIC: I = MARKER IS A STEEL ROD
 KE1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1068+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 KE1068_ROD/PIPE-DEPTH: 3.4  meters
 KE1068
 KE1068  HISTORY     - Date     Condition        Report By
 KE1068  HISTORY     - 1986     MONUMENTED       NGS
 KE1068  HISTORY     - 20040610 GOOD             MSAM
 KE1068
 KE1068                          STATION DESCRIPTION
 KE1068
 KE1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1068'8.8 KM (5.45 MI) EAST FROM TOPEKA.
 KE1068'0.7 KM (0.45 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KE1068'STATION IN TOPEKA, THENCE 1.9 KM (1.2 MI) SOUTH ALONG THE SANTA FE
 KE1068'RAILROAD, THENCE 6.2 KM (3.85 MI) EASTERLY ALONG U.S. HIGHWAY 40, 66.8
 KE1068'M (219.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.6 M (67.6 FT)
 KE1068'WEST OF THE NORTHWEST CORNER OF A METAL GARAGE AT 4425 U.S. HIGHWAY
 KE1068'40, 5.2 M (17.1 FT) SOUTH OF A UTILITY POLE, AND 4.7 M (15.4 FT) WEST
 KE1068'OF THE CENTER OF A GRAVELED ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD
 KE1068'THROUGH A 5-INCH LOGO CAP.
 KE1068'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KE1068'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KE1068
 KE1068                          STATION RECOVERY (2004)
 KE1068
 KE1068'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 KE1068'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 KE1068'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1596 ***********************************************************************
 JE1596  DESIGNATION -  N 368
 JE1596  PID         -  JE1596
 JE1596  STATE/COUNTY-  KS/DOUGLAS
 JE1596  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1596
 JE1596                         *CURRENT SURVEY CONTROL
 JE1596  ___________________________________________________________________
 JE1596* NAD 83(1986)-  38 56 32.     (N)    095 11 44.     (W)     SCALED    
 JE1596* NAVD 88     -       272.314  (meters)     893.42   (feet)  ADJUSTED  
 JE1596  ___________________________________________________________________
 JE1596  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JE1596  DYNAMIC HT  -         272.135 (meters)     892.83  (feet)  COMP
 JE1596  MODELED GRAV-     979,965.1   (mgal)                       NAVD 88
 JE1596
 JE1596  VERT ORDER  -  FIRST     CLASS II
 JE1596
 JE1596.The horizontal coordinates were scaled from a topographic map and have
 JE1596.an estimated accuracy of +/- 6 seconds.
 JE1596
 JE1596.The orthometric height was determined by differential leveling
 JE1596.and adjusted by the National Geodetic Survey in June 1991..
 JE1596
 JE1596.The geoid height was determined by GEOID03.
 JE1596
 JE1596.The dynamic height is computed by dividing the NAVD 88
 JE1596.geopotential number by the normal gravity value computed on the
 JE1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1596.degrees latitude (g = 980.6199 gals.).
 JE1596
 JE1596.The modeled gravity was interpolated from observed gravity values.
 JE1596
 JE1596;                    North         East    Units  Estimated Accuracy
 JE1596;SPC KS N     -    71,360.      643,090.      MT  (+/- 180 meters Scaled)
 JE1596
 JE1596                          SUPERSEDED SURVEY CONTROL
 JE1596
 JE1596.No superseded survey control is available for this station.
 JE1596
 JE1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD097126(NAD 83)
 JE1596_MARKER: I = METAL ROD
 JE1596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JE1596_SP_SET: STAINLESS STEEL ROD
 JE1596_STAMPING: N 368 1986
 JE1596_MARK LOGO: NGS   
 JE1596_PROJECTION: RECESSED 1 CENTIMETERS
 JE1596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1596_ROD/PIPE-DEPTH: 4.6  meters
 JE1596
 JE1596  HISTORY     - Date     Condition        Report By
 JE1596  HISTORY     - 1986     MONUMENTED       NGS
 JE1596
 JE1596                          STATION DESCRIPTION
 JE1596
 JE1596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1596'9.1 KM (5.65 MI) EAST FROM LAWRENCE.
 JE1596'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION WITH
 JE1596'U.S. HIGHWAY 40 IN LAWRENCE, THENCE 5.6 KM (3.45 MI) EASTERLY ALONG
 JE1596'STATE HIGHWAY 10, 27.1 M (88.9 FT) SOUTH OF THE CENTER OF THE EAST
 JE1596'BOUND LANES OF THE HIGHWAY, 26.0 M (85.3 FT) WEST OF THE CENTER OF A
 JE1596'PAVED ROAD LEADING SOUTH, AND 1.1 M (3.6 FT) SOUTHEAST OF A FENCE
 JE1596'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JE1596'THE MARK IS 1.0 METERS  E FROM  A WITNESS POST AND FENCE
 JE1596'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1073 ***********************************************************************
 HF1073  DESIGNATION -  N 369
 HF1073  PID         -  HF1073
 HF1073  STATE/COUNTY-  KS/RENO
 HF1073  USGS QUAD   -  ELMER (1961)
 HF1073
 HF1073                         *CURRENT SURVEY CONTROL
 HF1073  ___________________________________________________________________
 HF1073* NAD 83(1986)-  37 56 23.     (N)    097 56 57.     (W)     SCALED    
 HF1073* NAVD 88     -       473.921  (meters)    1554.86   (feet)  ADJUSTED  
 HF1073  ___________________________________________________________________
 HF1073  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 HF1073  DYNAMIC HT  -         473.555 (meters)    1553.65  (feet)  COMP
 HF1073  MODELED GRAV-     979,843.7   (mgal)                       NAVD 88
 HF1073
 HF1073  VERT ORDER  -  FIRST     CLASS II
 HF1073
 HF1073.The horizontal coordinates were scaled from a topographic map and have
 HF1073.an estimated accuracy of +/- 6 seconds.
 HF1073
 HF1073.The orthometric height was determined by differential leveling
 HF1073.and adjusted by the National Geodetic Survey in June 1991..
 HF1073
 HF1073.The geoid height was determined by GEOID03.
 HF1073
 HF1073.The dynamic height is computed by dividing the NAVD 88
 HF1073.geopotential number by the normal gravity value computed on the
 HF1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1073.degrees latitude (g = 980.6199 gals.).
 HF1073
 HF1073.The modeled gravity was interpolated from observed gravity values.
 HF1073
 HF1073;                    North         East    Units  Estimated Accuracy
 HF1073;SPC KS S     -   541,430.      448,420.      MT  (+/- 180 meters Scaled)
 HF1073
 HF1073                          SUPERSEDED SURVEY CONTROL
 HF1073
 HF1073.No superseded survey control is available for this station.
 HF1073
 HF1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG923996(NAD 83)
 HF1073_MARKER: I = METAL ROD
 HF1073_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HF1073_SP_SET: STAINLESS STEEL ROD
 HF1073_STAMPING: N 369 1986
 HF1073_MARK LOGO: NGS   
 HF1073_PROJECTION: FLUSH
 HF1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF1073_ROD/PIPE-DEPTH: 7.6  meters
 HF1073
 HF1073  HISTORY     - Date     Condition        Report By
 HF1073  HISTORY     - 1986     MONUMENTED       NGS
 HF1073
 HF1073                          STATION DESCRIPTION
 HF1073
 HF1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HF1073'21.1 KM (13.1 MI) SW FROM HUTCHINSON.
 HF1073'5.0 KM (3.1 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 HF1073'STATE HIGHWAY 61 IN HUTCHINSON, THENCE 8.1 KM (5.05 MI) SOUTHERLY
 HF1073'ALONG THE SANTA FE RAILROAD, 95.0 M (311.7 FT) SOUTH OF THE CENTER OF
 HF1073'A PAVED ROAD, 32.5 M (106.6 FT) EAST OF THE NEAR RAIL, AND 0.9 M (3.0
 HF1073'FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 HF1073'THROUGH A 5-INCH LOGO CAP.
 HF1073'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HF1073'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0127 ***********************************************************************
 JH0127  DESIGNATION -  N 37
 JH0127  PID         -  JH0127
 JH0127  STATE/COUNTY-  KS/SCOTT
 JH0127  USGS QUAD   -  LAKE SCOTT SE (1978)
 JH0127
 JH0127                         *CURRENT SURVEY CONTROL
 JH0127  ___________________________________________________________________
 JH0127* NAD 83(1986)-  38 31 34.     (N)    100 47 48.     (W)     SCALED    
 JH0127* NAVD 88     -       901.509  (meters)    2957.70   (feet)  ADJUSTED  
 JH0127  ___________________________________________________________________
 JH0127  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 JH0127  DYNAMIC HT  -         900.748 (meters)    2955.20  (feet)  COMP
 JH0127  MODELED GRAV-     979,754.4   (mgal)                       NAVD 88
 JH0127
 JH0127  VERT ORDER  -  SECOND    CLASS 0
 JH0127
 JH0127.The horizontal coordinates were scaled from a topographic map and have
 JH0127.an estimated accuracy of +/- 6 seconds.
 JH0127
 JH0127.The orthometric height was determined by differential leveling
 JH0127.and adjusted by the National Geodetic Survey in June 1991..
 JH0127
 JH0127.The geoid height was determined by GEOID03.
 JH0127
 JH0127.The dynamic height is computed by dividing the NAVD 88
 JH0127.geopotential number by the normal gravity value computed on the
 JH0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0127.degrees latitude (g = 980.6199 gals.).
 JH0127
 JH0127.The modeled gravity was interpolated from observed gravity values.
 JH0127
 JH0127;                    North         East    Units  Estimated Accuracy
 JH0127;SPC KS S     -   608,840.      199,750.      MT  (+/- 180 meters Scaled)
 JH0127
 JH0127                          SUPERSEDED SURVEY CONTROL
 JH0127
 JH0127  NGVD 29 (??/??/92)  901.206  (m)         2956.71   (f) ADJ UNCH    2 0
 JH0127
 JH0127.Superseded values are not recommended for survey control.
 JH0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0127.See file dsdata.txt to determine how the superseded data were derived.
 JH0127
 JH0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH433657(NAD 83)
 JH0127_MARKER: DB = BENCH MARK DISK
 JH0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0127+STABILITY: SURFACE MOTION
 JH0127
 JH0127  HISTORY     - Date     Condition        Report By
 JH0127  HISTORY     - UNK      MONUMENTED       CGS
 JH0127  HISTORY     - 1934     GOOD             NGS
 JH0127
 JH0127                          STATION DESCRIPTION
 JH0127
 JH0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0127'4.5 MI W FROM MANNING.
 JH0127'4.5 MILES WEST BY RAIL, LOCATED ALONG THE R. OF W. OF THE MO.
 JH0127'P.R.R., IN THE N.W. CORNER SECTION 6 R31W T18S, 136 FT S.E.
 JH0127'MILE POST 676, 58 FT EAST CENTER LINE OF SECTION ROAD, 48 FT
 JH0127'S.E. CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0766 ***********************************************************************
 KF0766  DESIGNATION -  N 370
 KF0766  PID         -  KF0766
 KF0766  STATE/COUNTY-  KS/RILEY
 KF0766  USGS QUAD   -  KEATS (1992)
 KF0766
 KF0766                         *CURRENT SURVEY CONTROL
 KF0766  ___________________________________________________________________
 KF0766* NAD 83(1997)-  39 09 27.93367(N)    096 37 34.13018(W)     ADJUSTED  
 KF0766* NAVD 88     -       313.320  (meters)    1027.95   (feet)  ADJUSTED  
 KF0766  ___________________________________________________________________
 KF0766  X           -    -571,472.050 (meters)                     COMP
 KF0766  Y           -  -4,919,424.765 (meters)                     COMP
 KF0766  Z           -   4,006,091.696 (meters)                     COMP
 KF0766  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 KF0766  ELLIP HEIGHT-         283.40  (meters)          (07/29/04) GPS OBS
 KF0766  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 KF0766  DYNAMIC HT  -         313.111 (meters)    1027.27  (feet)  COMP
 KF0766  MODELED GRAV-     979,953.4   (mgal)                       NAVD 88
 KF0766
 KF0766  HORZ ORDER  -  FIRST
 KF0766  VERT ORDER  -  FIRST     CLASS II
 KF0766  ELLP ORDER  -  FOURTH    CLASS II
 KF0766
 KF0766.The horizontal coordinates were established by GPS observations
 KF0766.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 KF0766
 KF0766.The orthometric height was determined by differential leveling
 KF0766.and adjusted by the National Geodetic Survey in June 1991..
 KF0766
 KF0766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0766
 KF0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0766
 KF0766.The ellipsoidal height was determined by GPS observations
 KF0766.and is referenced to NAD 83.
 KF0766
 KF0766.The geoid height was determined by GEOID03.
 KF0766
 KF0766.The dynamic height is computed by dividing the NAVD 88
 KF0766.geopotential number by the normal gravity value computed on the
 KF0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0766.degrees latitude (g = 980.6199 gals.).
 KF0766
 KF0766.The modeled gravity was interpolated from observed gravity values.
 KF0766
 KF0766;                    North         East     Units Scale Factor Converg.
 KF0766;SPC KS N     -    92,421.146   518,737.663   MT  0.99995816   +0 52 09.3
 KF0766;UTM  14      - 4,336,967.481   705,110.837   MT  1.00011804   +1 29 58.2
 KF0766
 KF0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0766!SPC KS N     -   0.99995554  x   0.99995816  =   0.99991370
 KF0766!UTM  14      -   0.99995554  x   1.00011804  =   1.00007357
 KF0766
 KF0766                          SUPERSEDED SURVEY CONTROL
 KF0766
 KF0766  NAVD 88 (03/07/02)  313.32   (m)         1028.0    (f) LEVELING    3  
 KF0766
 KF0766.Superseded values are not recommended for survey control.
 KF0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0766.See file dsdata.txt to determine how the superseded data were derived.
 KF0766
 KF0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0511136967(NAD 83)
 KF0766_MARKER: I = METAL ROD
 KF0766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KF0766_SP_SET: STAINLESS STEEL ROD
 KF0766_STAMPING: N 370 1986
 KF0766_MARK LOGO: NGS   
 KF0766_PROJECTION: FLUSH
 KF0766_MAGNETIC: I = MARKER IS A STEEL ROD
 KF0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0766+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2001
 KF0766_ROD/PIPE-DEPTH: 18.0 meters
 KF0766
 KF0766  HISTORY     - Date     Condition        Report By
 KF0766  HISTORY     - 1986     MONUMENTED       NGS
 KF0766  HISTORY     - 20010427 GOOD             MSAM
 KF0766
 KF0766                          STATION DESCRIPTION
 KF0766
 KF0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0766'6.9 KM (4.3 MI) WEST FROM MANHATTAN.
 KF0766'6.9 KM (4.3 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0766'STATION IN MANHATTAN, 85.3 M (279.9 FT) NORTH OF THE NEAR RAIL, 38.7 M
 KF0766'(127.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF STATE
 KF0766'HIGHWAY 18, 16.4 M (53.8 FT) WEST OF THE CENTERLINE OF COUNTY ROAD
 KF0766'418, 9.4 M (30.8 FT) NORTH OF THE CENTER OF A PAVED ROAD, AND 0.9 M
 KF0766'(3.0 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KF0766'THROUGH A 5-INCH LOGO CAP.
 KF0766'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KF0766'THE MARK IS 2.5 M BELOW THE HIGHWAY.
 KF0766
 KF0766                          STATION RECOVERY (2001)
 KF0766
 KF0766'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 KF0766'RECOVERED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 KF0766' 
 KF0766'THE STATION IS LOCATED ABOUT 5.47 KM (3.4 MI) SOUTHWEST OF
 KF0766'MANHATTAN, KANSAS, 8.7 KM (5.4 MI) NORTH OF OGDEN, KANSAS. IT IS IN
 KF0766'THE NORTHWEST CORNER OF THE INTERSECTION OF COUNTY ROAD 3600
 KF0766'(STAGE ROAD), AND COUNTY ROAD 418.
 KF0766' 
 KF0766'TO REACH THE STATION FROM THE INTERCHANGE OF STATE HIGHWAY 113
 KF0766'(SETH CHILD ROAD) AND STATE HIGHWAY 18 (FORT RILEY BOULEVARD)IN
 KF0766'MANHATTAN, KANSAS, GO 2.4 KM (1.5 MI), SOUTHWEST ON STATE ROAD
 KF0766'18 (FORT RILEY BOULEVARD) TO THE INTERSECTION OF COUNTY ROAD 3600
 KF0766'(STAGE ROAD). THIS IS AN INTERSECTION AT THE BOTTOM OF A HILL. TURN
 KF0766'LEFT, SOUTH, ON COUNTY ROAD 3600 (STAGE ROAD). TRAVEL ABOUT 80.5 M
 KF0766'(264.0 FT) TO THE INTERSECTION OF COUNTY ROAD 3600 (STAGE ROAD) AND
 KF0766'COUNTY ROAD 418. TURN LEFT, WEST TO THE STATION ON THE RIGHT.
 KF0766' 
 KF0766'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD
 KF0766'DRIVEN TO REFUSAL AT A DEPTH OF 18.0 M (59.1 FT), NO SLEEVE, ENCLOSED
 KF0766'IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH
 KF0766'WITH THE GROUND. IT IS 7.4 M (24.3 FT) WEST OF A UTILITY POLE, 7.1 M
 KF0766'(23.3 FT) NORTH OF THE EDGE OF ASPHALT ROAD (COUNTY ROAD 418), 2.5 M
 KF0766'(8.2 FT) EAST OF A UTILITY POLE.
 KF0766' 
 KF0766'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1612 ***********************************************************************
 JE1612  DESIGNATION -  N 371
 JE1612  PID         -  JE1612
 JE1612  STATE/COUNTY-  KS/JOHNSON
 JE1612  USGS QUAD   -  DE SOTO (1991)
 JE1612
 JE1612                         *CURRENT SURVEY CONTROL
 JE1612  ___________________________________________________________________
 JE1612* NAD 83(1986)-  38 57 36.     (N)    094 56 11.     (W)     SCALED    
 JE1612* NAVD 88     -       285.598  (meters)     937.00   (feet)  ADJUSTED  
 JE1612  ___________________________________________________________________
 JE1612  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE1612  DYNAMIC HT  -         285.412 (meters)     936.39  (feet)  COMP
 JE1612  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 JE1612
 JE1612  VERT ORDER  -  FIRST     CLASS II
 JE1612
 JE1612.The horizontal coordinates were scaled from a topographic map and have
 JE1612.an estimated accuracy of +/- 6 seconds.
 JE1612
 JE1612.The orthometric height was determined by differential leveling
 JE1612.and adjusted by the National Geodetic Survey in June 1991..
 JE1612
 JE1612.The geoid height was determined by GEOID03.
 JE1612
 JE1612.The dynamic height is computed by dividing the NAVD 88
 JE1612.geopotential number by the normal gravity value computed on the
 JE1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1612.degrees latitude (g = 980.6199 gals.).
 JE1612
 JE1612.The modeled gravity was interpolated from observed gravity values.
 JE1612
 JE1612;                    North         East    Units  Estimated Accuracy
 JE1612;SPC KS N     -    74,060.      665,480.      MT  (+/- 180 meters Scaled)
 JE1612
 JE1612                          SUPERSEDED SURVEY CONTROL
 JE1612
 JE1612.No superseded survey control is available for this station.
 JE1612
 JE1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD322141(NAD 83)
 JE1612_MARKER: DB = BENCH MARK DISK
 JE1612_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1612_SP_SET: PIER
 JE1612_STAMPING: N 371 1986
 JE1612_MARK LOGO: NGS   
 JE1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1612+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 JE1612
 JE1612  HISTORY     - Date     Condition        Report By
 JE1612  HISTORY     - 1986     MONUMENTED       NGS
 JE1612  HISTORY     - 20051112 GOOD             GEOCAC
 JE1612
 JE1612                          STATION DESCRIPTION
 JE1612
 JE1612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1612'29.5 KM (18.35 MI) WEST FROM SHAWNEE.
 JE1612'14.3 KM (8.9 MI) WESTERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 JE1612'WITH INTERSTATE HIGHWAY 35 IN SHAWNEE, THENCE 7.4 KM (4.6 MI)
 JE1612'SOUTHERLY ALONG STATE HIGHWAY 7, THENCE 7.8 KM (4.85 MI) WESTERLY
 JE1612'ALONG STATE HIGHWAY 10, SET VERTICALLY IN THE CENTER PIER OF A PAVED
 JE1612'ROAD OVERPASS OF THE HIGHWAY, 13.0 M (42.7 FT) NORTH OF THE CENTERLINE
 JE1612'OF THE EAST BOUND LANES OF THE HIGHWAY, AND 12.5 M (41.0 FT) SOUTH OF
 JE1612'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 JE1612'THE MARK IS 1.4 M ABOVE THE GROUND.
 JE1612
 JE1612                          STATION RECOVERY (2005)
 JE1612
 JE1612'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0779 ***********************************************************************
 HG0779  DESIGNATION -  N 372
 HG0779  PID         -  HG0779
 HG0779  STATE/COUNTY-  KS/KINGMAN
 HG0779  USGS QUAD   -  CUNNINGHAM (1966)
 HG0779
 HG0779                         *CURRENT SURVEY CONTROL
 HG0779  ___________________________________________________________________
 HG0779* NAD 83(1986)-  37 38 43.     (N)    098 24 45.     (W)     SCALED    
 HG0779* NAVD 88     -       515.532  (meters)    1691.37   (feet)  ADJUSTED  
 HG0779  ___________________________________________________________________
 HG0779  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 HG0779  DYNAMIC HT  -         515.100 (meters)    1689.96  (feet)  COMP
 HG0779  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 HG0779
 HG0779  VERT ORDER  -  FIRST     CLASS II
 HG0779
 HG0779.The horizontal coordinates were scaled from a topographic map and have
 HG0779.an estimated accuracy of +/- 6 seconds.
 HG0779
 HG0779.The orthometric height was determined by differential leveling
 HG0779.and adjusted by the National Geodetic Survey in June 1991..
 HG0779
 HG0779.The geoid height was determined by GEOID03.
 HG0779
 HG0779.The dynamic height is computed by dividing the NAVD 88
 HG0779.geopotential number by the normal gravity value computed on the
 HG0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0779.degrees latitude (g = 980.6199 gals.).
 HG0779
 HG0779.The modeled gravity was interpolated from observed gravity values.
 HG0779
 HG0779;                    North         East    Units  Estimated Accuracy
 HG0779;SPC KS S     -   508,610.      407,720.      MT  (+/- 180 meters Scaled)
 HG0779
 HG0779                          SUPERSEDED SURVEY CONTROL
 HG0779
 HG0779.No superseded survey control is available for this station.
 HG0779
 HG0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG518666(NAD 83)
 HG0779_MARKER: I = METAL ROD
 HG0779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0779_SP_SET: STAINLESS STEEL ROD
 HG0779_STAMPING: N 372 1987
 HG0779_MARK LOGO: NGS   
 HG0779_PROJECTION: FLUSH
 HG0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0779_ROD/PIPE-DEPTH: 8.1  meters
 HG0779
 HG0779  HISTORY     - Date     Condition        Report By
 HG0779  HISTORY     - 1987     MONUMENTED       NGS
 HG0779
 HG0779                          STATION DESCRIPTION
 HG0779
 HG0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 HG0779'1.4 KM (0.85 MI) EAST FROM CUNNINGHAM.
 HG0779'1.4 KM (0.85 MI) EASTERLY ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH
 HG0779'COUNTY ROAD 359 IN CUNNINGHAM, 0.2 KM (0.1 MI) WEST OF THE
 HG0779'INTERSECTION OF A CROSSROAD, 46.0 M (150.9 FT) EAST OF A LONE CEDAR
 HG0779'TREE IN A FENCE LINE, 43.6 M (143.0 FT) WEST OF AN UNDERGROUND CABLE
 HG0779'JUNCTION BOX AND UTILITY POLE NUMBER 2 LP2 39, AND 15.0 M (49.2 FT)
 HG0779'NORTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT
 HG0779'IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0779'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST AND FENCE
 HG0779'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6461 ***********************************************************************
 AE6461  DESIGNATION -  N 375
 AE6461  PID         -  AE6461
 AE6461  STATE/COUNTY-  KS/MCPHERSON
 AE6461  USGS QUAD   -  CANTON (1985)
 AE6461
 AE6461                         *CURRENT SURVEY CONTROL
 AE6461  ___________________________________________________________________
 AE6461* NAD 83(1986)-  38 22 36.     (N)    097 22 50.     (W)     SCALED    
 AE6461* NAVD 88     -       481.855  (meters)    1580.89   (feet)  ADJUSTED  
 AE6461  ___________________________________________________________________
 AE6461  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AE6461  DYNAMIC HT  -         481.493 (meters)    1579.70  (feet)  COMP
 AE6461  MODELED GRAV-     979,861.3   (mgal)                       NAVD 88
 AE6461
 AE6461  VERT ORDER  -  FIRST     CLASS II
 AE6461
 AE6461.The horizontal coordinates were scaled from a topographic map and have
 AE6461.an estimated accuracy of +/- 6 seconds.
 AE6461
 AE6461.The orthometric height was determined by differential leveling
 AE6461.and adjusted by the National Geodetic Survey in July 2002..
 AE6461
 AE6461.The geoid height was determined by GEOID03.
 AE6461
 AE6461.The dynamic height is computed by dividing the NAVD 88
 AE6461.geopotential number by the normal gravity value computed on the
 AE6461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6461.degrees latitude (g = 980.6199 gals.).
 AE6461
 AE6461.The modeled gravity was interpolated from observed gravity values.
 AE6461
 AE6461;                    North         East    Units  Estimated Accuracy
 AE6461;SPC KS S     -   590,380.      497,810.      MT  (+/- 180 meters Scaled)
 AE6461
 AE6461                          SUPERSEDED SURVEY CONTROL
 AE6461
 AE6461.No superseded survey control is available for this station.
 AE6461
 AE6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH414488(NAD 83)
 AE6461_MARKER: I = METAL ROD
 AE6461_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6461_STAMPING: N 375 1998
 AE6461_MARK LOGO: NGS   
 AE6461_PROJECTION: FLUSH
 AE6461_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6461+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AE6461_ROD/PIPE-DEPTH: 5.4  meters
 AE6461_SLEEVE-DEPTH  : 0.9 meters
 AE6461
 AE6461  HISTORY     - Date     Condition        Report By
 AE6461  HISTORY     - 1998     MONUMENTED       NGS
 AE6461
 AE6461                          STATION DESCRIPTION
 AE6461
 AE6461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE6461'21.2 KM (13.15 MI) EASTERLY ALONG U.S.  HIGHWAY 56 FROM THE JUNCTION
 AE6461'OF INTERSTATE HIGHWAY 135 IN MCPHERSON (EXIT 60) , 52.4 M (171.9 FT)
 AE6461'WEST OF THE EXTENDED CENTER OF A DRIVEWAY, 21.6 M (70.9 FT) SOUTH OF
 AE6461'THE HIGHWAY CENTER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND A
 AE6461'RIGHT-OF-WAY POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE6461'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE6461'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0229 ***********************************************************************
 HG0229  DESIGNATION -  N 38
 HG0229  PID         -  HG0229
 HG0229  STATE/COUNTY-  KS/KINGMAN
 HG0229  USGS QUAD   -  RAGO (1973)
 HG0229
 HG0229                         *CURRENT SURVEY CONTROL
 HG0229  ___________________________________________________________________
 HG0229* NAD 83(1986)-  37 26 59.     (N)    098 04 53.     (W)     SCALED    
 HG0229* NAVD 88     -       440.955  (meters)    1446.70   (feet)  ADJUSTED  
 HG0229  ___________________________________________________________________
 HG0229  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0229  DYNAMIC HT  -         440.589 (meters)    1445.50  (feet)  COMP
 HG0229  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 HG0229
 HG0229  VERT ORDER  -  FIRST     CLASS II
 HG0229
 HG0229.The horizontal coordinates were scaled from a topographic map and have
 HG0229.an estimated accuracy of +/- 6 seconds.
 HG0229
 HG0229.The orthometric height was determined by differential leveling
 HG0229.and adjusted by the National Geodetic Survey in June 1991..
 HG0229
 HG0229.The geoid height was determined by GEOID03.
 HG0229
 HG0229.The dynamic height is computed by dividing the NAVD 88
 HG0229.geopotential number by the normal gravity value computed on the
 HG0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0229.degrees latitude (g = 980.6199 gals.).
 HG0229
 HG0229.The modeled gravity was interpolated from observed gravity values.
 HG0229
 HG0229;                    North         East    Units  Estimated Accuracy
 HG0229;SPC KS S     -   486,990.      437,040.      MT  (+/- 180 meters Scaled)
 HG0229
 HG0229                          SUPERSEDED SURVEY CONTROL
 HG0229
 HG0229  NGVD 29 (??/??/92)  440.818  (m)         1446.25   (f) ADJ UNCH    1 2
 HG0229
 HG0229.Superseded values are not recommended for survey control.
 HG0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0229.See file dsdata.txt to determine how the superseded data were derived.
 HG0229
 HG0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG812451(NAD 83)
 HG0229_MARKER: DB = BENCH MARK DISK
 HG0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HG0229_SP_SET: BRIDGE
 HG0229_STAMPING: N 38 1934
 HG0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0229
 HG0229  HISTORY     - Date     Condition        Report By
 HG0229  HISTORY     - 1934     MONUMENTED       CGS
 HG0229  HISTORY     - 1953     GOOD             NGS
 HG0229
 HG0229                          STATION DESCRIPTION
 HG0229
 HG0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0229'AT RAGO.
 HG0229'AT RAGO, 420 FEET SOUTH OF THE ATCHISON, TOPEKA AND SANTA FE
 HG0229'RAILROAD STATION, 14 FEET WEST OF THE CENTER LINE OF STATE
 HG0229'HIGHWAY 14, SET IN THE TOP OF THE WEST END OF THE NORTH HEADWALL
 HG0229'OF A BRIDGE OVER THE CHIKASKIE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0230 ***********************************************************************
 HG0230  DESIGNATION -  N 38 RESET
 HG0230  PID         -  HG0230
 HG0230  STATE/COUNTY-  KS/KINGMAN
 HG0230  USGS QUAD   -  RAGO (1973)
 HG0230
 HG0230                         *CURRENT SURVEY CONTROL
 HG0230  ___________________________________________________________________
 HG0230* NAD 83(1986)-  37 26 59.     (N)    098 04 53.     (W)     SCALED    
 HG0230* NAVD 88     -       440.349  (meters)    1444.71   (feet)  ADJUSTED  
 HG0230  ___________________________________________________________________
 HG0230  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0230  DYNAMIC HT  -         439.983 (meters)    1443.51  (feet)  COMP
 HG0230  MODELED GRAV-     979,787.8   (mgal)                       NAVD 88
 HG0230
 HG0230  VERT ORDER  -  FIRST     CLASS II
 HG0230
 HG0230.The horizontal coordinates were scaled from a topographic map and have
 HG0230.an estimated accuracy of +/- 6 seconds.
 HG0230
 HG0230.The orthometric height was determined by differential leveling
 HG0230.and adjusted by the National Geodetic Survey in June 1991..
 HG0230
 HG0230.The geoid height was determined by GEOID03.
 HG0230
 HG0230.The dynamic height is computed by dividing the NAVD 88
 HG0230.geopotential number by the normal gravity value computed on the
 HG0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0230.degrees latitude (g = 980.6199 gals.).
 HG0230
 HG0230.The modeled gravity was interpolated from observed gravity values.
 HG0230
 HG0230;                    North         East    Units  Estimated Accuracy
 HG0230;SPC KS S     -   486,990.      437,040.      MT  (+/- 180 meters Scaled)
 HG0230
 HG0230                          SUPERSEDED SURVEY CONTROL
 HG0230
 HG0230  NGVD 29 (??/??/92)  440.212  (m)         1444.26   (f) ADJ UNCH    1 2
 HG0230
 HG0230.Superseded values are not recommended for survey control.
 HG0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0230.See file dsdata.txt to determine how the superseded data were derived.
 HG0230
 HG0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG812451(NAD 83)
 HG0230_MARKER: DB = BENCH MARK DISK
 HG0230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HG0230_SP_SET: HEADWALL
 HG0230_STAMPING: N 38 RESET 1960
 HG0230_MARK LOGO: CGS   
 HG0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0230+STABILITY: SURFACE MOTION
 HG0230
 HG0230  HISTORY     - Date     Condition        Report By
 HG0230  HISTORY     - 1960     MONUMENTED       CGS
 HG0230  HISTORY     - 1962     GOOD             NGS
 HG0230  HISTORY     - 1986     GOOD             NGS
 HG0230
 HG0230                          STATION DESCRIPTION
 HG0230
 HG0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HG0230'0.1 MI S FROM RAGO.
 HG0230'0.1 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HG0230'AND SANTA FE RAILROAD STATION, SET IN THE EAST END OF THE NORTH
 HG0230'HEADWALL OF BRIDGE OVER THE CHIKASKIA RIVER, 19.0 FEET WEST OF THE
 HG0230'CENTER LINE OF STATE HIGHWAY 14, ABOUT 1.0 FEET BELOW THE LEVEL
 HG0230'OF THE HIGHWAY.
 HG0230
 HG0230                          STATION RECOVERY (1986)
 HG0230
 HG0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0230'RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS ADEQUATE EXCEPT
 HG0230'ADD--19.3 KM (11.95 MI) NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 HG0230'FE RAILROAD FROM THE STATION AT HARPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0013 ***********************************************************************
 HF0013  DESIGNATION -  N 42
 HF0013  PID         -  HF0013
 HF0013  STATE/COUNTY-  KS/GREENWOOD
 HF0013  USGS QUAD   -  SEVERY SOUTH (1975)
 HF0013
 HF0013                         *CURRENT SURVEY CONTROL
 HF0013  ___________________________________________________________________
 HF0013* NAD 83(1986)-  37 37 20.     (N)    096 08 48.     (W)     SCALED    
 HF0013* NAVD 88     -       299.905  (meters)     983.94   (feet)  ADJUSTED  
 HF0013  ___________________________________________________________________
 HF0013  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HF0013  DYNAMIC HT  -         299.667 (meters)     983.16  (feet)  COMP
 HF0013  MODELED GRAV-     979,830.2   (mgal)                       NAVD 88
 HF0013
 HF0013  VERT ORDER  -  SECOND    CLASS 0
 HF0013
 HF0013.The horizontal coordinates were scaled from a topographic map and have
 HF0013.an estimated accuracy of +/- 6 seconds.
 HF0013
 HF0013.The orthometric height was determined by differential leveling
 HF0013.and adjusted by the National Geodetic Survey in June 1991..
 HF0013
 HF0013.The geoid height was determined by GEOID03.
 HF0013
 HF0013.The dynamic height is computed by dividing the NAVD 88
 HF0013.geopotential number by the normal gravity value computed on the
 HF0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0013.degrees latitude (g = 980.6199 gals.).
 HF0013
 HF0013.The modeled gravity was interpolated from observed gravity values.
 HF0013
 HF0013;                    North         East    Units  Estimated Accuracy
 HF0013;SPC KS S     -   508,670.      607,720.      MT  (+/- 180 meters Scaled)
 HF0013
 HF0013                          SUPERSEDED SURVEY CONTROL
 HF0013
 HF0013  NGVD 29 (??/??/92)  299.760  (m)          983.46   (f) ADJ UNCH    2 0
 HF0013
 HF0013.Superseded values are not recommended for survey control.
 HF0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0013.See file dsdata.txt to determine how the superseded data were derived.
 HF0013
 HF0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG518677(NAD 83)
 HF0013_MARKER: DB = BENCH MARK DISK
 HF0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0013_SP_SET: TRESTLE
 HF0013_STAMPING: N 42 1934
 HF0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0013
 HF0013  HISTORY     - Date     Condition        Report By
 HF0013  HISTORY     - 1934     MONUMENTED       CGS
 HF0013  HISTORY     - 1975     GOOD             USGS
 HF0013  HISTORY     - 1975     GOOD             USGS
 HF0013  HISTORY     - 19910130 GOOD             USPSQD
 HF0013
 HF0013                          STATION DESCRIPTION
 HF0013
 HF0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0013'5.3 MI E FROM SEVERY.
 HF0013'5.3 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0013'SEVERY, AT MILEAGE 433.41, AT TRESTLE 433.4, IN THE TOP OF THE
 HF0013'EAST HEADWALL, AND 13 FEET SOUTH OF THE CENTERLINE OF THE
 HF0013'TRACK.  A STANDARD DISK, STAMPED N 42 1934.
 HF0013
 HF0013                          STATION RECOVERY (1975)
 HF0013
 HF0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HF0013'C AND GS LINE NO B, 5.3 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HF0013'RAILWAY FROM SEVERY, AT MILAGE 433.41, AT TRESTLE 433.4 IN THE TOP OF
 HF0013'THE EAST HEADWALL, AND 13 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 HF0013'A STANDARD DISK, STAMPED N 42 1934.
 HF0013
 HF0013                          STATION RECOVERY (1975)
 HF0013
 HF0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HF0013'C AND GS LINE NO B, 5.3 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO
 HF0013'RAILWAY FROM SEVERY, AT MILAGE 433.41, AT TRESTLE 433.4 IN THE TOP OF
 HF0013'THE EAST HEADWALL, AND 13 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 HF0013'A STANDARD DISK, STAMPED N 42 1934.
 HF0013
 HF0013                          STATION RECOVERY (1991)
 HF0013
 HF0013'RECOVERY NOTE BY US POWER SQUADRON 1991 (RW)
 HF0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0265 ***********************************************************************
 HF0265  DESIGNATION -  N 43
 HF0265  PID         -  HF0265
 HF0265  STATE/COUNTY-  KS/COWLEY
 HF0265  USGS QUAD   -  ATLANTA (1964)
 HF0265
 HF0265                         *CURRENT SURVEY CONTROL
 HF0265  ___________________________________________________________________
 HF0265* NAD 83(1986)-  37 24 51.     (N)    096 47 31.     (W)     SCALED    
 HF0265* NAVD 88     -       422.681  (meters)    1386.75   (feet)  ADJUSTED  
 HF0265  ___________________________________________________________________
 HF0265  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 HF0265  DYNAMIC HT  -         422.336 (meters)    1385.61  (feet)  COMP
 HF0265  MODELED GRAV-     979,800.5   (mgal)                       NAVD 88
 HF0265
 HF0265  VERT ORDER  -  SECOND    CLASS 0
 HF0265
 HF0265.The horizontal coordinates were scaled from a topographic map and have
 HF0265.an estimated accuracy of +/- 6 seconds.
 HF0265
 HF0265.The orthometric height was determined by differential leveling
 HF0265.and adjusted by the National Geodetic Survey in June 1991..
 HF0265
 HF0265.The geoid height was determined by GEOID03.
 HF0265
 HF0265.The dynamic height is computed by dividing the NAVD 88
 HF0265.geopotential number by the normal gravity value computed on the
 HF0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0265.degrees latitude (g = 980.6199 gals.).
 HF0265
 HF0265.The modeled gravity was interpolated from observed gravity values.
 HF0265
 HF0265;                    North         East    Units  Estimated Accuracy
 HF0265;SPC KS S     -   484,350.      551,200.      MT  (+/- 180 meters Scaled)
 HF0265
 HF0265                          SUPERSEDED SURVEY CONTROL
 HF0265
 HF0265  NGVD 29 (??/??/92)  422.529  (m)         1386.25   (f) ADJ UNCH    2 0
 HF0265
 HF0265.Superseded values are not recommended for survey control.
 HF0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0265.See file dsdata.txt to determine how the superseded data were derived.
 HF0265
 HF0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG954431(NAD 83)
 HF0265_MARKER: DB = BENCH MARK DISK
 HF0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0265_STAMPING: N 43 1934
 HF0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0265+STABILITY: SURFACE MOTION
 HF0265
 HF0265  HISTORY     - Date     Condition        Report By
 HF0265  HISTORY     - 1934     MONUMENTED       CGS
 HF0265
 HF0265                          STATION DESCRIPTION
 HF0265
 HF0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0265'2.2 MI SW FROM ATLANTA.
 HF0265'2.2 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HF0265'FROM ATLANTA, COWLEY COUNTY, AT MILEAGE 482.92, AND 40 FEET
 HF0265'NORTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HF0265'N 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0909 ***********************************************************************
 JE0909  DESIGNATION -  N 44
 JE0909  PID         -  JE0909
 JE0909  STATE/COUNTY-  KS/FRANKLIN
 JE0909  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE0909
 JE0909                         *CURRENT SURVEY CONTROL
 JE0909  ___________________________________________________________________
 JE0909* NAD 83(1986)-  38 36 05.     (N)    095 16 13.     (W)     SCALED    
 JE0909* NAVD 88     -       283.050  (meters)     928.64   (feet)  ADJUSTED  
 JE0909  ___________________________________________________________________
 JE0909  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0909  DYNAMIC HT  -         282.854 (meters)     928.00  (feet)  COMP
 JE0909  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 JE0909
 JE0909  VERT ORDER  -  SECOND    CLASS 0
 JE0909
 JE0909.The horizontal coordinates were scaled from a topographic map and have
 JE0909.an estimated accuracy of +/- 6 seconds.
 JE0909
 JE0909.The orthometric height was determined by differential leveling
 JE0909.and adjusted by the National Geodetic Survey in June 1991..
 JE0909.WARNING-Repeat measurements at this control monument indicate possible
 JE0909.vertical movement.
 JE0909
 JE0909.The geoid height was determined by GEOID03.
 JE0909
 JE0909.The dynamic height is computed by dividing the NAVD 88
 JE0909.geopotential number by the normal gravity value computed on the
 JE0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0909.degrees latitude (g = 980.6199 gals.).
 JE0909
 JE0909.The modeled gravity was interpolated from observed gravity values.
 JE0909
 JE0909;                    North         East    Units  Estimated Accuracy
 JE0909;SPC KS S     -   619,610.      681,290.      MT  (+/- 180 meters Scaled)
 JE0909
 JE0909                          SUPERSEDED SURVEY CONTROL
 JE0909
 JE0909  NGVD 29 (??/??/92)  282.928  (m)          928.24   (f) ADJ UNCH    2 0
 JE0909
 JE0909.Superseded values are not recommended for survey control.
 JE0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0909.See file dsdata.txt to determine how the superseded data were derived.
 JE0909
 JE0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC023749(NAD 83)
 JE0909_MARKER: DB = BENCH MARK DISK
 JE0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0909_STAMPING: N 44 1934
 JE0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0909+STABILITY: SURFACE MOTION
 JE0909
 JE0909  HISTORY     - Date     Condition        Report By
 JE0909  HISTORY     - 1934     MONUMENTED       CGS
 JE0909  HISTORY     - 1950     GOOD             NGS
 JE0909  HISTORY     - 1984     POOR             USE
 JE0909
 JE0909                          STATION DESCRIPTION
 JE0909
 JE0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0909'AT OTTAWA.
 JE0909'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT MILEAGE
 JE0909'59.49, 133 FEET NORTH OF THE CENTER OF WEST ELEVENTH STREET, 90
 JE0909'FEET NORTH OF TELEPHONE POLE, 86 FEET EAST OF THE SOUTHEAST CORNER
 JE0909'OF HOUSE AT 1040 WALNUT ST., 39 FEET SOUTH OF TELEPHONE POLE,
 JE0909'26 FEET WEST OF THE WEST RAIL AND 22 FEET EAST OF THE CENTER OF
 JE0909'WALNUT ST.  THE DISK IS SET IN THE TOP OF A CONCRETE POST,
 JE0909'PROJECTING 6 INCHES.
 JE0909
 JE0909                          STATION RECOVERY (1984)
 JE0909
 JE0909'RECOVERY NOTE BY US ENGINEERS 1984
 JE0909'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0351 ***********************************************************************
 HF0351  DESIGNATION -  N 45
 HF0351  PID         -  HF0351
 HF0351  STATE/COUNTY-  KS/BUTLER
 HF0351  USGS QUAD   -  DE GRAFF (1961)
 HF0351
 HF0351                         *CURRENT SURVEY CONTROL
 HF0351  ___________________________________________________________________
 HF0351* NAD 83(1986)-  37 54 41.     (N)    096 51 04.     (W)     SCALED    
 HF0351* NAVD 88     -       409.904  (meters)    1344.83   (feet)  ADJUSTED  
 HF0351  ___________________________________________________________________
 HF0351  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HF0351  DYNAMIC HT  -         409.587 (meters)    1343.79  (feet)  COMP
 HF0351  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 HF0351
 HF0351  VERT ORDER  -  SECOND    CLASS 0
 HF0351
 HF0351.The horizontal coordinates were scaled from a topographic map and have
 HF0351.an estimated accuracy of +/- 6 seconds.
 HF0351
 HF0351.The orthometric height was determined by differential leveling
 HF0351.and adjusted by the National Geodetic Survey in June 1991..
 HF0351
 HF0351.The geoid height was determined by GEOID03.
 HF0351
 HF0351.The dynamic height is computed by dividing the NAVD 88
 HF0351.geopotential number by the normal gravity value computed on the
 HF0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0351.degrees latitude (g = 980.6199 gals.).
 HF0351
 HF0351.The modeled gravity was interpolated from observed gravity values.
 HF0351
 HF0351;                    North         East    Units  Estimated Accuracy
 HF0351;SPC KS S     -   539,430.      544,980.      MT  (+/- 180 meters Scaled)
 HF0351
 HF0351                          SUPERSEDED SURVEY CONTROL
 HF0351
 HF0351  NGVD 29 (??/??/92)  409.759  (m)         1344.35   (f) ADJ UNCH    2 0
 HF0351
 HF0351.Superseded values are not recommended for survey control.
 HF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0351.See file dsdata.txt to determine how the superseded data were derived.
 HF0351
 HF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG889981(NAD 83)
 HF0351_MARKER: DB = BENCH MARK DISK
 HF0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0351_STAMPING: N 45 1934
 HF0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0351+STABILITY: SURFACE MOTION
 HF0351
 HF0351  HISTORY     - Date     Condition        Report By
 HF0351  HISTORY     - 1934     MONUMENTED       CGS
 HF0351  HISTORY     - 1962     GOOD             NGS
 HF0351  HISTORY     - 1977     GOOD             LOCENG
 HF0351  HISTORY     - 1977     GOOD             LOCENG
 HF0351
 HF0351                          STATION DESCRIPTION
 HF0351
 HF0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0351'5.3 MI S FROM DE GRAFF.
 HF0351'0.1 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT
 HF0351'DE GRAFF, THENCE 5.1 MILES SOUTH ALONG U.S. 77 HIGHWAY, THENCE
 HF0351'0.1 MILE WEST ALONG A GRAVEL ROAD, 32 FEET EAST OF THE
 HF0351'CENTER OF ABANDONED RAILROAD GRADE, 25 FEET SOUTH OF CENTER
 HF0351'OF GRAVEL ROAD, 6.3 FEET NORTH OF A FENCE, 1.6 FEET SOUTH OF
 HF0351'A METAL WITNESS POST SET IN TOP OF A CONCRETE POST PROJECTING
 HF0351'6 INCHES ABOVE GROUND.
 HF0351
 HF0351                          STATION RECOVERY (1977)
 HF0351
 HF0351'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HF0351'RECOVERED IN GOOD CONDITION.
 HF0351
 HF0351                          STATION RECOVERY (1977)
 HF0351
 HF0351'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 HF0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0374 ***********************************************************************
 JH0374  DESIGNATION -  N 5
 JH0374  PID         -  JH0374
 JH0374  STATE/COUNTY-  KS/WALLACE
 JH0374  USGS QUAD   -  WALLACE (1979)
 JH0374
 JH0374                         *CURRENT SURVEY CONTROL
 JH0374  ___________________________________________________________________
 JH0374* NAD 83(1986)-  38 56 17.     (N)    101 31 28.     (W)     SCALED    
 JH0374* NAVD 88     -       990.385  (meters)    3249.29   (feet)  ADJUSTED  
 JH0374  ___________________________________________________________________
 JH0374  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 JH0374  DYNAMIC HT  -         989.548 (meters)    3246.54  (feet)  COMP
 JH0374  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 JH0374
 JH0374  VERT ORDER  -  FIRST     CLASS II
 JH0374
 JH0374.The horizontal coordinates were scaled from a topographic map and have
 JH0374.an estimated accuracy of +/- 6 seconds.
 JH0374
 JH0374.The orthometric height was determined by differential leveling
 JH0374.and adjusted by the National Geodetic Survey in June 1991..
 JH0374
 JH0374.The geoid height was determined by GEOID03.
 JH0374
 JH0374.The dynamic height is computed by dividing the NAVD 88
 JH0374.geopotential number by the normal gravity value computed on the
 JH0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0374.degrees latitude (g = 980.6199 gals.).
 JH0374
 JH0374.The modeled gravity was interpolated from observed gravity values.
 JH0374
 JH0374;                    North         East    Units  Estimated Accuracy
 JH0374;SPC KS N     -    73,080.       94,510.      MT  (+/- 180 meters Scaled)
 JH0374
 JH0374                          SUPERSEDED SURVEY CONTROL
 JH0374
 JH0374  NGVD 29 (??/??/92)  989.988  (m)         3247.99   (f) ADJ UNCH    1 2
 JH0374
 JH0374.Superseded values are not recommended for survey control.
 JH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0374.See file dsdata.txt to determine how the superseded data were derived.
 JH0374
 JH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ811129(NAD 83)
 JH0374_MARKER: DB = BENCH MARK DISK
 JH0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0374_STAMPING: N 5 1938
 JH0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0374+STABILITY: SURFACE MOTION
 JH0374
 JH0374  HISTORY     - Date     Condition        Report By
 JH0374  HISTORY     - 1933     MONUMENTED       CGS
 JH0374  HISTORY     - 1952     GOOD             NGS
 JH0374
 JH0374                          STATION DESCRIPTION
 JH0374
 JH0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0374'4.1 MI NE FROM WALLACE.
 JH0374'4.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JH0374'STATION AT WALLACE, ACROSS THE TRACK FROM MILEPOST 417, 118.5
 JH0374'FEET NORTHWEST OF THE CENTER LINE OF U.S. HIHGWAY 40, 45.4 FEET
 JH0374'SOUTHEAST OF THE SOUTHEAST RAIL, 44 FEET NORTHEAST OF A POWER
 JH0374'POLE, 1.8 FEET NORTHWEST OF A FENCE, 1.5 FEET SOUTHWEST OF A
 JH0374'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JH0374'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0265 ***********************************************************************
 JF0265  DESIGNATION -  N 50
 JF0265  PID         -  JF0265
 JF0265  STATE/COUNTY-  KS/CHASE
 JF0265  USGS QUAD   -  CEDAR POINT (1989)
 JF0265
 JF0265                         *CURRENT SURVEY CONTROL
 JF0265  ___________________________________________________________________
 JF0265* NAD 83(1986)-  38 16 07.     (N)    096 49 08.     (W)     SCALED    
 JF0265* NAVD 88     -       380.006  (meters)    1246.74   (feet)  ADJUSTED  
 JF0265  ___________________________________________________________________
 JF0265  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 JF0265  DYNAMIC HT  -         379.726 (meters)    1245.82  (feet)  COMP
 JF0265  MODELED GRAV-     979,881.5   (mgal)                       NAVD 88
 JF0265
 JF0265  VERT ORDER  -  SECOND    CLASS 0
 JF0265
 JF0265.The horizontal coordinates were scaled from a topographic map and have
 JF0265.an estimated accuracy of +/- 6 seconds.
 JF0265
 JF0265.The orthometric height was determined by differential leveling
 JF0265.and adjusted by the National Geodetic Survey in June 1991..
 JF0265.WARNING-Repeat measurements at this control monument indicate possible
 JF0265.vertical movement.
 JF0265
 JF0265.The geoid height was determined by GEOID03.
 JF0265
 JF0265.The dynamic height is computed by dividing the NAVD 88
 JF0265.geopotential number by the normal gravity value computed on the
 JF0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0265.degrees latitude (g = 980.6199 gals.).
 JF0265
 JF0265.The modeled gravity was interpolated from observed gravity values.
 JF0265
 JF0265;                    North         East    Units  Estimated Accuracy
 JF0265;SPC KS S     -   579,120.      547,100.      MT  (+/- 180 meters Scaled)
 JF0265
 JF0265                          SUPERSEDED SURVEY CONTROL
 JF0265
 JF0265  NGVD 29 (??/??/92)  379.844  (m)         1246.20   (f) ADJ UNCH    2 0
 JF0265
 JF0265.Superseded values are not recommended for survey control.
 JF0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0265.See file dsdata.txt to determine how the superseded data were derived.
 JF0265
 JF0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH908378(NAD 83)
 JF0265_MARKER: DB = BENCH MARK DISK
 JF0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0265+STABILITY: SURFACE MOTION
 JF0265
 JF0265  HISTORY     - Date     Condition        Report By
 JF0265  HISTORY     - UNK      MONUMENTED       CGS
 JF0265  HISTORY     - 1934     GOOD             NGS
 JF0265  HISTORY     - 1968     GOOD             NGS
 JF0265
 JF0265                          STATION DESCRIPTION
 JF0265
 JF0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0265'AT CEDAR POINT.
 JF0265'0 MILES BY RAIL ALONG THE RIGHT-OF-WAY OF THE SANTA FE R.R. CO.
 JF0265'15 FT. EAST HOME SIGNAL (R.R.) 36 FT. SOUTH OF CENTER-LINE
 JF0265'SOUTH MAIN TRACK 32 FT. EAST OF SECTION LINE ROAD RUNNING NORTH
 JF0265'AND SOUTH.
 JF0265
 JF0265                          STATION RECOVERY (1968)
 JF0265
 JF0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0244 ***********************************************************************
 JF0244  DESIGNATION -  N 51
 JF0244  PID         -  JF0244
 JF0244  STATE/COUNTY-  KS/CHASE
 JF0244  USGS QUAD   -  HYMER (1989)
 JF0244
 JF0244                         *CURRENT SURVEY CONTROL
 JF0244  ___________________________________________________________________
 JF0244* NAD 83(1986)-  38 26 43.     (N)    096 39 32.     (W)     SCALED    
 JF0244* NAVD 88     -       373.984  (meters)    1226.98   (feet)  ADJUSTED  
 JF0244  ___________________________________________________________________
 JF0244  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 JF0244  DYNAMIC HT  -         373.714 (meters)    1226.09  (feet)  COMP
 JF0244  MODELED GRAV-     979,896.6   (mgal)                       NAVD 88
 JF0244
 JF0244  VERT ORDER  -  SECOND    CLASS 0
 JF0244
 JF0244.The horizontal coordinates were scaled from a topographic map and have
 JF0244.an estimated accuracy of +/- 6 seconds.
 JF0244
 JF0244.The orthometric height was determined by differential leveling
 JF0244.and adjusted by the National Geodetic Survey in June 1991..
 JF0244
 JF0244.The geoid height was determined by GEOID03.
 JF0244
 JF0244.The dynamic height is computed by dividing the NAVD 88
 JF0244.geopotential number by the normal gravity value computed on the
 JF0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0244.degrees latitude (g = 980.6199 gals.).
 JF0244
 JF0244.The modeled gravity was interpolated from observed gravity values.
 JF0244
 JF0244;                    North         East    Units  Estimated Accuracy
 JF0244;SPC KS S     -   598,990.      560,710.      MT  (+/- 180 meters Scaled)
 JF0244
 JF0244                          SUPERSEDED SURVEY CONTROL
 JF0244
 JF0244  NGVD 29 (??/??/92)  373.846  (m)         1226.53   (f) ADJ UNCH    2 0
 JF0244
 JF0244.Superseded values are not recommended for survey control.
 JF0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0244.See file dsdata.txt to determine how the superseded data were derived.
 JF0244
 JF0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH043578(NAD 83)
 JF0244_MARKER: DB = BENCH MARK DISK
 JF0244_SETTING: 0 = UNSPECIFIED SETTING
 JF0244_STAMPING: N 51 1934
 JF0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0244
 JF0244  HISTORY     - Date     Condition        Report By
 JF0244  HISTORY     - 1934     MONUMENTED       CGS
 JF0244  HISTORY     - 1968     GOOD             NGS
 JF0244
 JF0244                          STATION DESCRIPTION
 JF0244
 JF0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JF0244'4.1 MI N FROM NEVA.
 JF0244'ABOUT 4.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0244'RAILWAY FROM THE SIGNAL TOWER AT NEVA, AT A PRIVATE ROAD
 JF0244'CROSSING, 50 FEET NORTHEAST OF THE CENTER OF THE TRACK, 9 FEET
 JF0244'NORTHWEST OF THE CENTER OF THE ROAD, 2.5 FEET NORTH OF NORTH GATE
 JF0244'POST, 0.5 FEET NORTH OF A METAL WITNESS POST, AND 0.1 MILE WEST
 JF0244'OF FARM BUILDINGS OWNED BY MR. JOE CRAWFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0536 ***********************************************************************
 JF0536  DESIGNATION -  N 52
 JF0536  PID         -  JF0536
 JF0536  STATE/COUNTY-  KS/DICKINSON
 JF0536  USGS QUAD   -  CHAPMAN (1979)
 JF0536
 JF0536                         *CURRENT SURVEY CONTROL
 JF0536  ___________________________________________________________________
 JF0536* NAD 83(1986)-  38 54 01.     (N)    097 06 53.     (W)     SCALED    
 JF0536* NAVD 88     -       348.197  (meters)    1142.38   (feet)  ADJUSTED  
 JF0536  ___________________________________________________________________
 JF0536  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 JF0536  DYNAMIC HT  -         347.951 (meters)    1141.57  (feet)  COMP
 JF0536  MODELED GRAV-     979,911.9   (mgal)                       NAVD 88
 JF0536
 JF0536  VERT ORDER  -  SECOND    CLASS 0
 JF0536
 JF0536.The horizontal coordinates were scaled from a topographic map and have
 JF0536.an estimated accuracy of +/- 6 seconds.
 JF0536
 JF0536.The orthometric height was determined by differential leveling
 JF0536.and adjusted by the National Geodetic Survey in June 1991..
 JF0536
 JF0536.The geoid height was determined by GEOID03.
 JF0536
 JF0536.The dynamic height is computed by dividing the NAVD 88
 JF0536.geopotential number by the normal gravity value computed on the
 JF0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0536.degrees latitude (g = 980.6199 gals.).
 JF0536
 JF0536.The modeled gravity was interpolated from observed gravity values.
 JF0536
 JF0536;                    North         East    Units  Estimated Accuracy
 JF0536;SPC KS N     -    63,310.      476,790.      MT  (+/- 180 meters Scaled)
 JF0536
 JF0536                          SUPERSEDED SURVEY CONTROL
 JF0536
 JF0536  NGVD 29 (??/??/92)  348.086  (m)         1142.01   (f) ADJ UNCH    2 0
 JF0536
 JF0536.Superseded values are not recommended for survey control.
 JF0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0536.See file dsdata.txt to determine how the superseded data were derived.
 JF0536
 JF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ634074(NAD 83)
 JF0536_MARKER: DB = BENCH MARK DISK
 JF0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0536+STABILITY: SURFACE MOTION
 JF0536
 JF0536  HISTORY     - Date     Condition        Report By
 JF0536  HISTORY     - UNK      MONUMENTED       CGS
 JF0536  HISTORY     - 1934     GOOD             NGS
 JF0536  HISTORY     - 1968     GOOD             NGS
 JF0536
 JF0536                          STATION DESCRIPTION
 JF0536
 JF0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0536'0.3 MI S FROM ENTERPRISE.
 JF0536'0.3 MILES SOUTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0536'FE R.R. CO.  45 FT. SOUTH OF THE CENTER LINE OF HIGHWAY NO. 43.
 JF0536'36 FT. EAST OF THE CENTER LINE OF THE MAIN TRACK.  IN THE SOUTH
 JF0536'EDGE OF THE TOWN OF ENTERPRISE.
 JF0536
 JF0536                          STATION RECOVERY (1968)
 JF0536
 JF0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1071 ***********************************************************************
 JE1071  DESIGNATION -  N 53
 JE1071  PID         -  JE1071
 JE1071  STATE/COUNTY-  KS/ANDERSON
 JE1071  USGS QUAD   -  GENEVA (1966)
 JE1071
 JE1071                         *CURRENT SURVEY CONTROL
 JE1071  ___________________________________________________________________
 JE1071* NAD 83(1986)-  38 04 29.     (N)    095 28 56.     (W)     SCALED    
 JE1071* NAVD 88     -       310.620  (meters)    1019.09   (feet)  ADJUSTED  
 JE1071  ___________________________________________________________________
 JE1071  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JE1071  DYNAMIC HT  -         310.390 (meters)    1018.34  (feet)  COMP
 JE1071  MODELED GRAV-     979,881.9   (mgal)                       NAVD 88
 JE1071
 JE1071  VERT ORDER  -  SECOND    CLASS 0
 JE1071
 JE1071.The horizontal coordinates were scaled from a topographic map and have
 JE1071.an estimated accuracy of +/- 6 seconds.
 JE1071
 JE1071.The orthometric height was determined by differential leveling
 JE1071.and adjusted by the National Geodetic Survey in June 1991..
 JE1071
 JE1071.The geoid height was determined by GEOID03.
 JE1071
 JE1071.The dynamic height is computed by dividing the NAVD 88
 JE1071.geopotential number by the normal gravity value computed on the
 JE1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1071.degrees latitude (g = 980.6199 gals.).
 JE1071
 JE1071.The modeled gravity was interpolated from observed gravity values.
 JE1071
 JE1071;                    North         East    Units  Estimated Accuracy
 JE1071;SPC KS S     -   560,560.      664,730.      MT  (+/- 180 meters Scaled)
 JE1071
 JE1071                          SUPERSEDED SURVEY CONTROL
 JE1071
 JE1071  NGVD 29 (??/??/92)  310.468  (m)         1018.59   (f) ADJ UNCH    2 0
 JE1071
 JE1071.Superseded values are not recommended for survey control.
 JE1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1071.See file dsdata.txt to determine how the superseded data were derived.
 JE1071
 JE1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC822170(NAD 83)
 JE1071_MARKER: DB = BENCH MARK DISK
 JE1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1071_STAMPING: N 53 1934
 JE1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1071+STABILITY: SURFACE MOTION
 JE1071
 JE1071  HISTORY     - Date     Condition        Report By
 JE1071  HISTORY     - 1934     MONUMENTED       CGS
 JE1071  HISTORY     - 1951     MARK NOT FOUND   NGS
 JE1071
 JE1071                          STATION DESCRIPTION
 JE1071
 JE1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1071'6.3 MI NW FROM COLONY.
 JE1071'0.5 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1071'FROM THE STATION AT COLONY, ANDERSON COUNTY, THENCE 5.8 MILES
 JE1071'WEST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC RAILROAD,
 JE1071'AT A ROAD CROSSING, 45 FEET NORTH OF THE CENTER LINE OF THE OLD
 JE1071'ROADBED, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 11 FEET
 JE1071'WEST AND 5 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK,
 JE1071'STAMPED N 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JE1071
 JE1071                          STATION RECOVERY (1951)
 JE1071
 JE1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0354 ***********************************************************************
 HE0354  DESIGNATION -  N 55
 HE0354  PID         -  HE0354
 HE0354  STATE/COUNTY-  KS/NEOSHO
 HE0354  USGS QUAD   -  STARK (1973)
 HE0354
 HE0354                         *CURRENT SURVEY CONTROL
 HE0354  ___________________________________________________________________
 HE0354* NAD 83(1986)-  37 40 29.     (N)    095 09 08.     (W)     SCALED    
 HE0354* NAVD 88     -       321.560  (meters)    1054.98   (feet)  ADJUSTED  
 HE0354  ___________________________________________________________________
 HE0354  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 HE0354  DYNAMIC HT  -         321.310 (meters)    1054.16  (feet)  COMP
 HE0354  MODELED GRAV-     979,843.4   (mgal)                       NAVD 88
 HE0354
 HE0354  VERT ORDER  -  SECOND    CLASS 0
 HE0354
 HE0354.The horizontal coordinates were scaled from a topographic map and have
 HE0354.an estimated accuracy of +/- 6 seconds.
 HE0354
 HE0354.The orthometric height was determined by differential leveling
 HE0354.and adjusted by the National Geodetic Survey in June 1991..
 HE0354
 HE0354.The geoid height was determined by GEOID03.
 HE0354
 HE0354.The dynamic height is computed by dividing the NAVD 88
 HE0354.geopotential number by the normal gravity value computed on the
 HE0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0354.degrees latitude (g = 980.6199 gals.).
 HE0354
 HE0354.The modeled gravity was interpolated from observed gravity values.
 HE0354
 HE0354;                    North         East    Units  Estimated Accuracy
 HE0354;SPC KS S     -   517,180.      695,260.      MT  (+/- 180 meters Scaled)
 HE0354
 HE0354                          SUPERSEDED SURVEY CONTROL
 HE0354
 HE0354  NGVD 29 (??/??/92)  321.420  (m)         1054.53   (f) ADJ UNCH    2 0
 HE0354
 HE0354.Superseded values are not recommended for survey control.
 HE0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0354.See file dsdata.txt to determine how the superseded data were derived.
 HE0354
 HE0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB101719(NAD 83)
 HE0354_MARKER: DB = BENCH MARK DISK
 HE0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0354_STAMPING: N 55 1934
 HE0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0354+STABILITY: SURFACE MOTION
 HE0354
 HE0354  HISTORY     - Date     Condition        Report By
 HE0354  HISTORY     - 1934     MONUMENTED       CGS
 HE0354  HISTORY     - 1964     GOOD             NGS
 HE0354
 HE0354                          STATION DESCRIPTION
 HE0354
 HE0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0354'9.4 MI N FROM ERIE.
 HE0354'9.4 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0354'ERIE, NEOSHO COUNTY, AT MILEAGE 111.49, AT A COUNTY-ROAD CROSSING,
 HE0354'53 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 48 FEET EAST
 HE0354'OF THE CENTER LINE OF THE TRACK, AND 39 FEET SOUTH OF THE
 HE0354'CENTER LINE OF THE COUNTY ROAD.  A STANDARD DISK, STAMPED
 HE0354'N 55 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 HE0354'BENCH MARK IS 45.0 FEET NORTH OF TELEPHONE POLE, 3.0 FEET WEST
 HE0354'OF NORTH-SOUTH FENCE LINE AND PROJECTS ABOUT 4 INCHES.
 HE0354
 HE0354                          STATION RECOVERY (1964)
 HE0354
 HE0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0648 ***********************************************************************
 HH0648  DESIGNATION -  N 556
 HH0648  PID         -  HH0648
 HH0648  STATE/COUNTY-  KS/HAMILTON
 HH0648  USGS QUAD   -  SYRACUSE WEST (1966)
 HH0648
 HH0648                         *CURRENT SURVEY CONTROL
 HH0648  ___________________________________________________________________
 HH0648* NAD 83(1986)-  37 58 56.     (N)    101 45 08.     (W)     SCALED    
 HH0648* NAVD 88     -       985.900  (meters)    3234.57   (feet)  ADJUSTED  
 HH0648  ___________________________________________________________________
 HH0648  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 HH0648  DYNAMIC HT  -         984.989 (meters)    3231.58  (feet)  COMP
 HH0648  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 HH0648
 HH0648  VERT ORDER  -  FIRST     CLASS II
 HH0648
 HH0648.The horizontal coordinates were scaled from a topographic map and have
 HH0648.an estimated accuracy of +/- 6 seconds.
 HH0648
 HH0648.The orthometric height was determined by differential leveling
 HH0648.and adjusted by the National Geodetic Survey in June 1991..
 HH0648
 HH0648.The geoid height was determined by GEOID03.
 HH0648
 HH0648.The dynamic height is computed by dividing the NAVD 88
 HH0648.geopotential number by the normal gravity value computed on the
 HH0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0648.degrees latitude (g = 980.6199 gals.).
 HH0648
 HH0648.The modeled gravity was interpolated from observed gravity values.
 HH0648
 HH0648;                    North         East    Units  Estimated Accuracy
 HH0648;SPC KS S     -   550,990.      114,360.      MT  (+/- 180 meters Scaled)
 HH0648
 HH0648                          SUPERSEDED SURVEY CONTROL
 HH0648
 HH0648.No superseded survey control is available for this station.
 HH0648
 HH0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH582074(NAD 83)
 HH0648_MARKER: I = METAL ROD
 HH0648_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HH0648_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HH0648_STAMPING: N 556 1986
 HH0648_MARK LOGO: NGS   
 HH0648_PROJECTION: FLUSH
 HH0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0648+STABILITY: POSITION/ELEVATION WELL
 HH0648_ROD/PIPE-DEPTH: 6.7  meters
 HH0648_SLEEVE-DEPTH  : 6.1 meters
 HH0648
 HH0648  HISTORY     - Date     Condition        Report By
 HH0648  HISTORY     - 1986     MONUMENTED       NGS
 HH0648
 HH0648                          STATION DESCRIPTION
 HH0648
 HH0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0648'IN SYRACUSE.
 HH0648'IN SYRACUSE, IN THE NORTHWEST CORNER OF THE NORTH LAWN OF THE HAMILTON
 HH0648'COUNTY LAW ENFORCEMENT BUILDING, 34.4 METERS (113 FT) SOUTHWEST OF A
 HH0648'FLAG POLE, 13.0 METERS (42.7 FT) NORTHWEST OF THE WEST EDGE OF A
 HH0648'SIDEWALK LEADING TO THE POLICE DEPARTMENT, 10.0 METERS (32.8 FT)
 HH0648'SOUTHWEST OF THE SOUTH CURB OF AVENUE C, 4.4 METERS (14.5 FT)
 HH0648'SOUTHEAST OF THE EAST CURB OF AN ALLEY AND 3.1 METERS (10.2 FT) NORTH
 HH0648'OF THE NORTHWEST CORNER OF THE CITY HALL AND POLICE DEPARTMENT
 HH0648'BUILDING.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HH0648'CAP.
 HH0648'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1040 ***********************************************************************
 JE1040  DESIGNATION -  N 56
 JE1040  PID         -  JE1040
 JE1040  STATE/COUNTY-  KS/ANDERSON
 JE1040  USGS QUAD   -  BUSH CITY (1983)
 JE1040
 JE1040                         *CURRENT SURVEY CONTROL
 JE1040  ___________________________________________________________________
 JE1040* NAD 83(1986)-  38 08 05.     (N)    095 07 33.     (W)     SCALED    
 JE1040* NAVD 88     -       327.016  (meters)    1072.88   (feet)  ADJUSTED  
 JE1040  ___________________________________________________________________
 JE1040  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JE1040  DYNAMIC HT  -         326.771 (meters)    1072.08  (feet)  COMP
 JE1040  MODELED GRAV-     979,870.2   (mgal)                       NAVD 88
 JE1040
 JE1040  VERT ORDER  -  SECOND    CLASS 0
 JE1040
 JE1040.The horizontal coordinates were scaled from a topographic map and have
 JE1040.an estimated accuracy of +/- 6 seconds.
 JE1040
 JE1040.The orthometric height was determined by differential leveling
 JE1040.and adjusted by the National Geodetic Survey in June 1991..
 JE1040
 JE1040.The geoid height was determined by GEOID03.
 JE1040
 JE1040.The dynamic height is computed by dividing the NAVD 88
 JE1040.geopotential number by the normal gravity value computed on the
 JE1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1040.degrees latitude (g = 980.6199 gals.).
 JE1040
 JE1040.The modeled gravity was interpolated from observed gravity values.
 JE1040
 JE1040;                    North         East    Units  Estimated Accuracy
 JE1040;SPC KS S     -   568,290.      695,740.      MT  (+/- 180 meters Scaled)
 JE1040
 JE1040                          SUPERSEDED SURVEY CONTROL
 JE1040
 JE1040  NGVD 29 (??/??/92)  326.876  (m)         1072.43   (f) ADJ UNCH    2 0
 JE1040
 JE1040.Superseded values are not recommended for survey control.
 JE1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1040.See file dsdata.txt to determine how the superseded data were derived.
 JE1040
 JE1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC136228(NAD 83)
 JE1040_MARKER: DB = BENCH MARK DISK
 JE1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1040_STAMPING: N 56 1934
 JE1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1040+STABILITY: SURFACE MOTION
 JE1040
 JE1040  HISTORY     - Date     Condition        Report By
 JE1040  HISTORY     - 1934     MONUMENTED       CGS
 JE1040  HISTORY     - 1950     GOOD             NGS
 JE1040
 JE1040                          STATION DESCRIPTION
 JE1040
 JE1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1040'AT SELMA.
 JE1040'AT SELMA, ANDERSON COUNTY, ON THE ABANDONED MISSOURI PACIFIC
 JE1040'RAILROAD, 120 YARDS WEST OF THE SELMA SIGN, 386 FEET NORTHWEST
 JE1040'OF THE CENTER LINE OF THE MISSOURI-KANSAS-TEXAS RAILROAD TRACK,
 JE1040'80 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 77 FEET EAST
 JE1040'OF A FENCE, 62 FEET SOUTH OF ANOTHER FENCE, AND 30 FEET EAST OF
 JE1040'THE OLD ROADBED.  A STANDARD DISK, STAMPED N 56 1934 AND SET
 JE1040'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 JE1040
 JE1040                          STATION RECOVERY (1950)
 JE1040
 JE1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0124 ***********************************************************************
 KH0124  DESIGNATION -  N 6
 KH0124  PID         -  KH0124
 KH0124  STATE/COUNTY-  KS/LOGAN
 KH0124  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0124
 KH0124                         *CURRENT SURVEY CONTROL
 KH0124  ___________________________________________________________________
 KH0124* NAD 83(1986)-  39 05 25.     (N)    100 51 02.     (W)     SCALED    
 KH0124* NAVD 88     -       927.344  (meters)    3042.46   (feet)  ADJUSTED  
 KH0124  ___________________________________________________________________
 KH0124  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KH0124  DYNAMIC HT  -         926.608 (meters)    3040.05  (feet)  COMP
 KH0124  MODELED GRAV-     979,802.4   (mgal)                       NAVD 88
 KH0124
 KH0124  VERT ORDER  -  FIRST     CLASS II
 KH0124
 KH0124.The horizontal coordinates were scaled from a topographic map and have
 KH0124.an estimated accuracy of +/- 6 seconds.
 KH0124
 KH0124.The orthometric height was determined by differential leveling
 KH0124.and adjusted by the National Geodetic Survey in June 1991..
 KH0124
 KH0124.The geoid height was determined by GEOID03.
 KH0124
 KH0124.The dynamic height is computed by dividing the NAVD 88
 KH0124.geopotential number by the normal gravity value computed on the
 KH0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0124.degrees latitude (g = 980.6199 gals.).
 KH0124
 KH0124.The modeled gravity was interpolated from observed gravity values.
 KH0124
 KH0124;                    North         East    Units  Estimated Accuracy
 KH0124;SPC KS N     -    87,910.      153,430.      MT  (+/- 180 meters Scaled)
 KH0124
 KH0124                          SUPERSEDED SURVEY CONTROL
 KH0124
 KH0124  NGVD 29 (02/14/92)  927.003  (m)         3041.34   (f) ADJUSTED    1 2
 KH0124
 KH0124.Superseded values are not recommended for survey control.
 KH0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0124.See file dsdata.txt to determine how the superseded data were derived.
 KH0124
 KH0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ399284(NAD 83)
 KH0124_MARKER: DB = BENCH MARK DISK
 KH0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0124_SP_SET: CONCRETE POST
 KH0124_STAMPING: N 6 1933
 KH0124_MARK LOGO: CGS   
 KH0124_PROJECTION: FLUSH
 KH0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0124+STABILITY: SURFACE MOTION
 KH0124
 KH0124  HISTORY     - Date     Condition        Report By
 KH0124  HISTORY     - 1933     MONUMENTED       CGS
 KH0124  HISTORY     - 1942     GOOD             NGS
 KH0124  HISTORY     - 1986     POOR             NGS
 KH0124
 KH0124                          STATION DESCRIPTION
 KH0124
 KH0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KH0124'2.6 MI S FROM OAKLEY.
 KH0124'2.58 MI SOUTH OF U.P. RR. STATION AT OAKLEY 99 FEET SOUTHWEST
 KH0124'OF SECTION LINE ROAD RUNNING EAST ON WEST SIDE OF HIGHWAY U.S.
 KH0124'83, 54 FEET WEST OF CENTERLINE OF HIGHWAY U.S. 83, ON WEST
 KH0124'RIGHT OF WAY LINE.
 KH0124
 KH0124                          STATION RECOVERY (1942)
 KH0124
 KH0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0124'RECOVERED IN GOOD CONDITION.
 KH0124
 KH0124                          STATION RECOVERY (1986)
 KH0124
 KH0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0124'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  3.19 KM (1.99
 KH0124'MI) SOUTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US HIGHWAY 40 AT
 KH0124'OAKELY, IN THE NORTHWEST CORNER OF THE T JUNCTION OF A FIELD ENTRANCE
 KH0124'ROAD, 0.51 KM (0.32 MI) NORTH OF MILEPOST 149, 15.2 METERS (50 FT)
 KH0124'WEST OF THE HIGHWAY CENTERLINE, 5.7 METERS (19 FT) WEST OF THE NORTH
 KH0124'END OF A CONCRETE CULVERT, 4.5 METERS (15 FT) SOUTH OF A POWER LINE T
 KH0124'JUNCTION, 3.8 METERS (12.5 FT) NORTH OF THE CENTER OF THE ROAD AND
 KH0124'1.3 METERS (4.5 FT) SOUTHEAST OF THE SOUTHEAST FENCE CORNER.
 KH0124'NOTE--BENCH MARK HAS BEEN DESTURBED.
 KH0124'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KH0124'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0161 ***********************************************************************
 HH0161  DESIGNATION -  N 7
 HH0161  PID         -  HH0161
 HH0161  STATE/COUNTY-  KS/FINNEY
 HH0161  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0161
 HH0161                         *CURRENT SURVEY CONTROL
 HH0161  ___________________________________________________________________
 HH0161* NAD 83(1986)-  37 57 58.     (N)    100 52 22.     (W)     SCALED    
 HH0161* NAVD 88     -       865.605  (meters)    2839.91   (feet)  ADJUSTED  
 HH0161  ___________________________________________________________________
 HH0161  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 HH0161  DYNAMIC HT  -         864.835 (meters)    2837.38  (feet)  COMP
 HH0161  MODELED GRAV-     979,710.4   (mgal)                       NAVD 88
 HH0161
 HH0161  VERT ORDER  -  FIRST     CLASS II
 HH0161
 HH0161.The horizontal coordinates were scaled from a topographic map and have
 HH0161.an estimated accuracy of +/- 6 seconds.
 HH0161
 HH0161.The orthometric height was determined by differential leveling
 HH0161.and adjusted by the National Geodetic Survey in June 1991..
 HH0161
 HH0161.The geoid height was determined by GEOID03.
 HH0161
 HH0161.The dynamic height is computed by dividing the NAVD 88
 HH0161.geopotential number by the normal gravity value computed on the
 HH0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0161.degrees latitude (g = 980.6199 gals.).
 HH0161
 HH0161.The modeled gravity was interpolated from observed gravity values.
 HH0161
 HH0161;                    North         East    Units  Estimated Accuracy
 HH0161;SPC KS S     -   546,870.      191,530.      MT  (+/- 180 meters Scaled)
 HH0161
 HH0161                          SUPERSEDED SURVEY CONTROL
 HH0161
 HH0161  NGVD 29 (??/??/92)  865.219  (m)         2838.64   (f) ADJ UNCH    1 2
 HH0161
 HH0161.Superseded values are not recommended for survey control.
 HH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0161.See file dsdata.txt to determine how the superseded data were derived.
 HH0161
 HH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH354037(NAD 83)
 HH0161_MARKER: DB = BENCH MARK DISK
 HH0161_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HH0161_SP_SET: BUILDING
 HH0161_STAMPING: N 7 1933 2836.6
 HH0161_MARK LOGO: CGS   
 HH0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0161+STABILITY: POSITION/ELEVATION WELL
 HH0161
 HH0161  HISTORY     - Date     Condition        Report By
 HH0161  HISTORY     - 1933     MONUMENTED       CGS
 HH0161  HISTORY     - 1985     GOOD             NGS
 HH0161
 HH0161                          STATION DESCRIPTION
 HH0161
 HH0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0161'AT GARDEN CITY.
 HH0161'AT GARDEN CITY, FINNEY COUNTY, AT THE POST OFFICE, 5 FEET SOUTH
 HH0161'OF THE WEST AND MAIN ENTRANCE, 6 INCHES SOUTH OF THE FIRST
 HH0161'COLUMN SOUTH OF THE MAIN ENTRANCE, AND IN THE TOP STONE STEP.  A
 HH0161'STANDARD DISK, STAMPED 2836.6 N 7 1933.
 HH0161
 HH0161                          STATION RECOVERY (1985)
 HH0161
 HH0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HH0161'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN GARDEN
 HH0161'CITY, IN THE CONCRETE LEDGE AT THE MAIN ENTRANCE TO THE PUBLIC
 HH0161'LIBRARY, ON THE SOUTHEAST CORNER OF THE INTERSECTION OF 7TH AND
 HH0161'CHESTNUT STREETS, 2.3 METERS (7.5 FT) SOUTH OF THE CENTER OF THE
 HH0161'ENTRANCE, 0.5 METER (1.5 FT) EAST OF THE WEST EDGE OF THE LEDGE AND
 HH0161'0.15 METER (0.5 FT) SOUTH OF THE SOUTH EDGE OF THE FIRST PILLAR SOUTH
 HH0161'OF THE ENTRANCE.
 HH0161'THE MARK IS 0.9 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0381 ***********************************************************************
 KH0381  DESIGNATION -  N 77
 KH0381  PID         -  KH0381
 KH0381  STATE/COUNTY-  KS/THOMAS
 KH0381  USGS QUAD   -  COLBY (1967)
 KH0381
 KH0381                         *CURRENT SURVEY CONTROL
 KH0381  ___________________________________________________________________
 KH0381* NAD 83(1986)-  39 25 23.     (N)    101 03 16.     (W)     SCALED    
 KH0381* NAVD 88     -       965.754  (meters)    3168.48   (feet)  ADJUSTED  
 KH0381  ___________________________________________________________________
 KH0381  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 KH0381  DYNAMIC HT  -         964.992 (meters)    3165.98  (feet)  COMP
 KH0381  MODELED GRAV-     979,805.8   (mgal)                       NAVD 88
 KH0381
 KH0381  VERT ORDER  -  SECOND    CLASS 0
 KH0381
 KH0381.The horizontal coordinates were scaled from a topographic map and have
 KH0381.an estimated accuracy of +/- 6 seconds.
 KH0381
 KH0381.The orthometric height was determined by differential leveling
 KH0381.and adjusted by the National Geodetic Survey in June 1991..
 KH0381
 KH0381.The geoid height was determined by GEOID03.
 KH0381
 KH0381.The dynamic height is computed by dividing the NAVD 88
 KH0381.geopotential number by the normal gravity value computed on the
 KH0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0381.degrees latitude (g = 980.6199 gals.).
 KH0381
 KH0381.The modeled gravity was interpolated from observed gravity values.
 KH0381
 KH0381;                    North         East    Units  Estimated Accuracy
 KH0381;SPC KS N     -   125,410.      137,050.      MT  (+/- 180 meters Scaled)
 KH0381
 KH0381                          SUPERSEDED SURVEY CONTROL
 KH0381
 KH0381  NGVD 29 (??/??/92)  965.387  (m)         3167.27   (f) ADJ UNCH    2 0
 KH0381
 KH0381.Superseded values are not recommended for survey control.
 KH0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0381.See file dsdata.txt to determine how the superseded data were derived.
 KH0381
 KH0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ231657(NAD 83)
 KH0381_MARKER: DB = BENCH MARK DISK
 KH0381_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KH0381_SP_SET: IN CONCRETE HEADWALL
 KH0381_STAMPING: N-77 1934
 KH0381_MARK LOGO: CGS   
 KH0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0381+STABILITY: SURFACE MOTION
 KH0381
 KH0381  HISTORY     - Date     Condition        Report By
 KH0381  HISTORY     - 1934     MONUMENTED       CGS
 KH0381  HISTORY     - 1987     GOOD             NOSAMC
 KH0381
 KH0381                          STATION DESCRIPTION
 KH0381
 KH0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0381'2.1 MI N FROM COLBY.
 KH0381'2.1 MILES N OF AND ALONG STATE HWY 25 DISK IS SET HORIZONTALLY
 KH0381'IN N END OF CONCRETE HEAD WALL OF A CONCRETE CULVERT, 20 FT N OF
 KH0381'A T-ROAD E, 15 FT E OF CENTER OF HIGHWAY.
 KH0381
 KH0381                          STATION RECOVERY (1987)
 KH0381
 KH0381'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KH0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0189 ***********************************************************************
 HH0189  DESIGNATION -  N 8
 HH0189  PID         -  HH0189
 HH0189  STATE/COUNTY-  KS/SEWARD
 HH0189  USGS QUAD   -  SUBLETTE SE (1968)
 HH0189
 HH0189                         *CURRENT SURVEY CONTROL
 HH0189  ___________________________________________________________________
 HH0189* NAD 83(1986)-  37 18 02.     (N)    100 52 07.     (W)     SCALED    
 HH0189* NAVD 88     -       876.630  (meters)    2876.08   (feet)  ADJUSTED  
 HH0189  ___________________________________________________________________
 HH0189  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 HH0189  DYNAMIC HT  -         875.797 (meters)    2873.34  (feet)  COMP
 HH0189  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 HH0189
 HH0189  VERT ORDER  -  FIRST     CLASS II
 HH0189
 HH0189.The horizontal coordinates were scaled from a topographic map and have
 HH0189.an estimated accuracy of +/- 6 seconds.
 HH0189
 HH0189.The orthometric height was determined by differential leveling
 HH0189.and adjusted by the National Geodetic Survey in June 1991..
 HH0189
 HH0189.The geoid height was determined by GEOID03.
 HH0189
 HH0189.The dynamic height is computed by dividing the NAVD 88
 HH0189.geopotential number by the normal gravity value computed on the
 HH0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0189.degrees latitude (g = 980.6199 gals.).
 HH0189
 HH0189.The modeled gravity was interpolated from observed gravity values.
 HH0189
 HH0189;                    North         East    Units  Estimated Accuracy
 HH0189;SPC KS S     -   473,020.      190,020.      MT  (+/- 180 meters Scaled)
 HH0189
 HH0189                          SUPERSEDED SURVEY CONTROL
 HH0189
 HH0189  NGVD 29 (??/??/92)  876.271  (m)         2874.90   (f) ADJ UNCH    1 2
 HH0189
 HH0189.Superseded values are not recommended for survey control.
 HH0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0189.See file dsdata.txt to determine how the superseded data were derived.
 HH0189
 HH0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG343298(NAD 83)
 HH0189_MARKER: DB = BENCH MARK DISK
 HH0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0189_STAMPING: N 8 1933
 HH0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0189+STABILITY: SURFACE MOTION
 HH0189
 HH0189  HISTORY     - Date     Condition        Report By
 HH0189  HISTORY     - 1933     MONUMENTED       CGS
 HH0189  HISTORY     - 1967     GOOD             USGS
 HH0189
 HH0189                          STATION DESCRIPTION
 HH0189
 HH0189'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HH0189'19.9 MI N FROM LIBERAL.
 HH0189'LIBERAL, SEWARD COUNTY, 19.9 MI. N. ALONG U.S. HWY. 83 FROM THE
 HH0189'CHICAGO-ROCK ISLAND AND PACIFIC RY. STATION AT, SUBLETTE, HASKELL
 HH0189'COUNTY, 12.5 MI. S. AND 1.5 MI. W. OF, TWPS, 31 AND 32 S., R.
 HH0189'33 W., NEAR COR. SECS. 1, 2, 35 AND 36, 22 FT. N., 120 FT. E.
 HH0189'AND 1.5 FT. LOWER THAN HWY. AND E-W SEC. LINE RD., 1.0 FT. E.
 HH0189'OF A WITNESS POST, IN CONC. POST FLUSH WITH GROUND AND SLIGHTLY
 HH0189'TILTED, A USC AND GS DISK STAMPED N-8 1933
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0460 ***********************************************************************
 KH0460  DESIGNATION -  N 80
 KH0460  PID         -  KH0460
 KH0460  STATE/COUNTY-  KS/SHERMAN
 KH0460  USGS QUAD   -  WILD HORSE DRAW (1979)
 KH0460
 KH0460                         *CURRENT SURVEY CONTROL
 KH0460  ___________________________________________________________________
 KH0460* NAD 83(1986)-  39 08 53.     (N)    101 43 35.     (W)     SCALED    
 KH0460* NAVD 88     -      1137.218  (meters)    3731.02   (feet)  ADJUSTED  
 KH0460  ___________________________________________________________________
 KH0460  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 KH0460  DYNAMIC HT  -        1136.241 (meters)    3727.82  (feet)  COMP
 KH0460  MODELED GRAV-     979,729.6   (mgal)                       NAVD 88
 KH0460
 KH0460  VERT ORDER  -  SECOND    CLASS 0
 KH0460
 KH0460.The horizontal coordinates were scaled from a topographic map and have
 KH0460.an estimated accuracy of +/- 6 seconds.
 KH0460
 KH0460.The orthometric height was determined by differential leveling
 KH0460.and adjusted by the National Geodetic Survey in June 1991..
 KH0460
 KH0460.The geoid height was determined by GEOID03.
 KH0460
 KH0460.The dynamic height is computed by dividing the NAVD 88
 KH0460.geopotential number by the normal gravity value computed on the
 KH0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0460.degrees latitude (g = 980.6199 gals.).
 KH0460
 KH0460.The modeled gravity was interpolated from observed gravity values.
 KH0460
 KH0460;                    North         East    Units  Estimated Accuracy
 KH0460;SPC KS N     -    97,070.       77,970.      MT  (+/- 180 meters Scaled)
 KH0460
 KH0460                          SUPERSEDED SURVEY CONTROL
 KH0460
 KH0460  NGVD 29 (??/??/92) 1136.760  (m)         3729.52   (f) ADJ UNCH    2 0
 KH0460
 KH0460.Superseded values are not recommended for survey control.
 KH0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0460.See file dsdata.txt to determine how the superseded data were derived.
 KH0460
 KH0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ643367(NAD 83)
 KH0460_MARKER: DB = BENCH MARK DISK
 KH0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0460_STAMPING: N 80 1935
 KH0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0460+STABILITY: SURFACE MOTION
 KH0460
 KH0460  HISTORY     - Date     Condition        Report By
 KH0460  HISTORY     - 1935     MONUMENTED       CGS
 KH0460  HISTORY     - 1940     GOOD             NGS
 KH0460
 KH0460                          STATION DESCRIPTION
 KH0460
 KH0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0460'14.2 MI S FROM GOODLAND.
 KH0460'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0460'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0460'PARALLELING RAILROAD TRACKS, GO 0.7 MILE, TURN LEFT (SOUTH)
 KH0460'ACROSS TRACKS ONTO SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0460'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 14.2 MILE.  BENCH
 KH0460'MARK IS AT CROSS-INTERSECTION OF STATE HIGHWAY NO. 27 AND AN
 KH0460'UNIMPROVED SECTION LINE ROAD, 55 FEET NORTHEAST OF CENTER OF
 KH0460'INTERSECTION, 51 FEET EAST OF CENTER LINE OF STATE HIGHWAY NO.
 KH0460'27, 25 FEET NORTH OF CENTER LINE OF EAST-WEST SECTION LINE ROAD,
 KH0460'1.8 FEET SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 KH0460'PROJECTING 20 FEET.  A STD. DISK B M IN CAST-IN-PLACE CONCRETE
 KH0460'POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0327 ***********************************************************************
 KH0327  DESIGNATION -  N 81
 KH0327  PID         -  KH0327
 KH0327  STATE/COUNTY-  KS/THOMAS
 KH0327  USGS QUAD   -  BREWSTER (1974)
 KH0327
 KH0327                         *CURRENT SURVEY CONTROL
 KH0327  ___________________________________________________________________
 KH0327* NAD 83(1986)-  39 21 29.     (N)    101 23 26.     (W)     SCALED    
 KH0327* NAVD 88     -      1042.728  (meters)    3421.02   (feet)  ADJUSTED  
 KH0327  ___________________________________________________________________
 KH0327  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 KH0327  DYNAMIC HT  -        1041.877 (meters)    3418.22  (feet)  COMP
 KH0327  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 KH0327
 KH0327  VERT ORDER  -  SECOND    CLASS 0
 KH0327
 KH0327.The horizontal coordinates were scaled from a topographic map and have
 KH0327.an estimated accuracy of +/- 6 seconds.
 KH0327
 KH0327.The orthometric height was determined by differential leveling
 KH0327.and adjusted by the National Geodetic Survey in June 1991..
 KH0327
 KH0327.The geoid height was determined by GEOID03.
 KH0327
 KH0327.The dynamic height is computed by dividing the NAVD 88
 KH0327.geopotential number by the normal gravity value computed on the
 KH0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0327.degrees latitude (g = 980.6199 gals.).
 KH0327
 KH0327.The modeled gravity was interpolated from observed gravity values.
 KH0327
 KH0327;                    North         East    Units  Estimated Accuracy
 KH0327;SPC KS N     -   119,230.      107,860.      MT  (+/- 180 meters Scaled)
 KH0327
 KH0327                          SUPERSEDED SURVEY CONTROL
 KH0327
 KH0327  NGVD 29 (??/??/92) 1042.318  (m)         3419.67   (f) ADJ UNCH    2 0
 KH0327
 KH0327.Superseded values are not recommended for survey control.
 KH0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0327.See file dsdata.txt to determine how the superseded data were derived.
 KH0327
 KH0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ940592(NAD 83)
 KH0327_MARKER: DB = BENCH MARK DISK
 KH0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0327_STAMPING: N 81 1935
 KH0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0327+STABILITY: SURFACE MOTION
 KH0327
 KH0327  HISTORY     - Date     Condition        Report By
 KH0327  HISTORY     - 1935     MONUMENTED       CGS
 KH0327
 KH0327                          STATION DESCRIPTION
 KH0327
 KH0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0327'0.7 MI W FROM BREWSTER.
 KH0327'0.7 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0327'RAILROAD FROM THE STATION AT BREWSTER, THOMAS COUNTY, TWO POLES
 KH0327'EAST OF MILE POLE 406/20, AT A NORTH-AND-SOUTH ROAD CROSSING,
 KH0327'50 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 40 FEET EAST
 KH0327'OF THE CENTER LINE OF THE ROAD, AND 1 FOOT NORTH AND 1.5 FEET
 KH0327'EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED N 81 1935
 KH0327'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0414 ***********************************************************************
 KH0414  DESIGNATION -  N 82
 KH0414  PID         -  KH0414
 KH0414  STATE/COUNTY-  KS/SHERMAN
 KH0414  USGS QUAD   -  RULETON SE (1974)
 KH0414
 KH0414                         *CURRENT SURVEY CONTROL
 KH0414  ___________________________________________________________________
 KH0414* NAD 83(1986)-  39 20 18.     (N)    101 50 14.     (W)     SCALED    
 KH0414* NAVD 88     -      1139.145  (meters)    3737.34   (feet)  ADJUSTED  
 KH0414  ___________________________________________________________________
 KH0414  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 KH0414  DYNAMIC HT  -        1138.181 (meters)    3734.18  (feet)  COMP
 KH0414  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 KH0414
 KH0414  VERT ORDER  -  SECOND    CLASS 0
 KH0414
 KH0414.The horizontal coordinates were scaled from a topographic map and have
 KH0414.an estimated accuracy of +/- 6 seconds.
 KH0414
 KH0414.The orthometric height was determined by differential leveling
 KH0414.and adjusted by the National Geodetic Survey in June 1991..
 KH0414
 KH0414.The geoid height was determined by GEOID03.
 KH0414
 KH0414.The dynamic height is computed by dividing the NAVD 88
 KH0414.geopotential number by the normal gravity value computed on the
 KH0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0414.degrees latitude (g = 980.6199 gals.).
 KH0414
 KH0414.The modeled gravity was interpolated from observed gravity values.
 KH0414
 KH0414;                    North         East    Units  Estimated Accuracy
 KH0414;SPC KS N     -   118,580.       69,300.      MT  (+/- 180 meters Scaled)
 KH0414
 KH0414                          SUPERSEDED SURVEY CONTROL
 KH0414
 KH0414  NGVD 29 (??/??/92) 1138.680  (m)         3735.82   (f) ADJ UNCH    2 0
 KH0414
 KH0414.Superseded values are not recommended for survey control.
 KH0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0414.See file dsdata.txt to determine how the superseded data were derived.
 KH0414
 KH0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ554581(NAD 83)
 KH0414_MARKER: DB = BENCH MARK DISK
 KH0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0414_STAMPING: N 82 1935
 KH0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0414+STABILITY: SURFACE MOTION
 KH0414
 KH0414  HISTORY     - Date     Condition        Report By
 KH0414  HISTORY     - 1935     MONUMENTED       CGS
 KH0414
 KH0414                          STATION DESCRIPTION
 KH0414
 KH0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0414'2.7 MI E FROM GOODLAND.
 KH0414'2.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0414'RAILROAD FROM THE STATION AT RULETON, SHERMAN COUNTY, 95 FEET
 KH0414'SOUTH OF MILE POLE 430/20, AT A NORTH-AND-SOUTH ROAD CROSSING,
 KH0414'85 FEET EAST OF THE CENTER LINE OF THE ROAD, 53 FEET SOUTH OF
 KH0414'THE CENTER LINE OF THE TRACK, AND 2 FEET NORTH OF A FENCE.  A
 KH0414'STANDARD DISK, STAMPED N 82 1935 AND SET IN THE TOP OF A CONCRETE
 KH0414'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0304 ***********************************************************************
 JH0304  DESIGNATION -  N 83
 JH0304  PID         -  JH0304
 JH0304  STATE/COUNTY-  KS/GREELEY
 JH0304  USGS QUAD   -  TRIBUNE (1970)
 JH0304
 JH0304                         *CURRENT SURVEY CONTROL
 JH0304  ___________________________________________________________________
 JH0304* NAD 83(1986)-  38 28 22.     (N)    101 49 39.     (W)     SCALED    
 JH0304* NAVD 88     -      1122.066  (meters)    3681.31   (feet)  ADJUSTED  
 JH0304  ___________________________________________________________________
 JH0304  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 JH0304  DYNAMIC HT  -        1121.051 (meters)    3677.98  (feet)  COMP
 JH0304  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 JH0304
 JH0304  VERT ORDER  -  SECOND    CLASS 0
 JH0304
 JH0304.The horizontal coordinates were scaled from a topographic map and have
 JH0304.an estimated accuracy of +/- 6 seconds.
 JH0304
 JH0304.The orthometric height was determined by differential leveling
 JH0304.and adjusted by the National Geodetic Survey in June 1991..
 JH0304
 JH0304.The geoid height was determined by GEOID03.
 JH0304
 JH0304.The dynamic height is computed by dividing the NAVD 88
 JH0304.geopotential number by the normal gravity value computed on the
 JH0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0304.degrees latitude (g = 980.6199 gals.).
 JH0304
 JH0304.The modeled gravity was interpolated from observed gravity values.
 JH0304
 JH0304;                    North         East    Units  Estimated Accuracy
 JH0304;SPC KS S     -   605,640.      109,690.      MT  (+/- 180 meters Scaled)
 JH0304
 JH0304                          SUPERSEDED SURVEY CONTROL
 JH0304
 JH0304  NGVD 29 (??/??/92) 1121.607  (m)         3679.81   (f) ADJ UNCH    2 0
 JH0304
 JH0304.Superseded values are not recommended for survey control.
 JH0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0304.See file dsdata.txt to determine how the superseded data were derived.
 JH0304
 JH0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH533620(NAD 83)
 JH0304_MARKER: DB = BENCH MARK DISK
 JH0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0304_STAMPING: N 83 1935
 JH0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0304+STABILITY: SURFACE MOTION
 JH0304
 JH0304  HISTORY     - Date     Condition        Report By
 JH0304  HISTORY     - 1935     MONUMENTED       CGS
 JH0304
 JH0304                          STATION DESCRIPTION
 JH0304
 JH0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JH0304'1.7 MI W FROM HORACE.
 JH0304'1.7 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE WATER
 JH0304'TANK AT HORACE, GREELEY COUNTY, 3-1/2 POLES WEST OF MILEPOST
 JH0304'733, AT A ROAD CROSSING, 84 FEET SOUTHWEST OF THE CENTER OF THE
 JH0304'CROSSING, 76 FEET WEST OF THE CENTERLINE OF THE SECTION-LINE
 JH0304'ROAD, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 4.2 FEET
 JH0304'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 2 FEET EAST OF A WHITE
 JH0304'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 83 1935 AND
 JH0304'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 JH0304'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0550 ***********************************************************************
 HH0550  DESIGNATION -  N 84
 HH0550  PID         -  HH0550
 HH0550  STATE/COUNTY-  KS/STANTON
 HH0550  USGS QUAD   -  BIG BOW (1959)
 HH0550
 HH0550                         *CURRENT SURVEY CONTROL
 HH0550  ___________________________________________________________________
 HH0550* NAD 83(1986)-  37 33 43.     (N)    101 35 59.     (W)     SCALED    
 HH0550* NAVD 88     -       976.687  (meters)    3204.35   (feet)  ADJUSTED  
 HH0550  ___________________________________________________________________
 HH0550  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 HH0550  DYNAMIC HT  -         975.746 (meters)    3201.26  (feet)  COMP
 HH0550  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 HH0550
 HH0550  VERT ORDER  -  SECOND    CLASS 0
 HH0550
 HH0550.The horizontal coordinates were scaled from a topographic map and have
 HH0550.an estimated accuracy of +/- 6 seconds.
 HH0550
 HH0550.The orthometric height was determined by differential leveling
 HH0550.and adjusted by the National Geodetic Survey in June 1991..
 HH0550
 HH0550.The geoid height was determined by GEOID03.
 HH0550
 HH0550.The dynamic height is computed by dividing the NAVD 88
 HH0550.geopotential number by the normal gravity value computed on the
 HH0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0550.degrees latitude (g = 980.6199 gals.).
 HH0550
 HH0550.The modeled gravity was interpolated from observed gravity values.
 HH0550
 HH0550;                    North         East    Units  Estimated Accuracy
 HH0550;SPC KS S     -   503,910.      126,200.      MT  (+/- 180 meters Scaled)
 HH0550
 HH0550                          SUPERSEDED SURVEY CONTROL
 HH0550
 HH0550  NGVD 29 (??/??/92)  976.275  (m)         3203.00   (f) ADJ UNCH    2 0
 HH0550
 HH0550.Superseded values are not recommended for survey control.
 HH0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0550.See file dsdata.txt to determine how the superseded data were derived.
 HH0550
 HH0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG703603(NAD 83)
 HH0550_MARKER: DB = BENCH MARK DISK
 HH0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0550_STAMPING: N 84 1935
 HH0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0550+STABILITY: SURFACE MOTION
 HH0550
 HH0550  HISTORY     - Date     Condition        Report By
 HH0550  HISTORY     - 1935     MONUMENTED       CGS
 HH0550
 HH0550                          STATION DESCRIPTION
 HH0550
 HH0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0550'2.2 MI W FROM BIG BOW.
 HH0550'2.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0550'FROM THE STATION AT BIG BOW, STANTON COUNTY, 4 POLES EAST OF
 HH0550'MILEPOST 37, AT A ROAD CROSSING, 48 FEET SOUTH OF THE CENTERLINE
 HH0550'OF THE TRACK, 12 FEET SOUTH OF A TELEPHONE POLE, AND 1.5 FEET
 HH0550'NORTH OF A FENCE.  A STANDARD DISK, STAMPED N 84 1935 AND SET IN
 HH0550'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0152 ***********************************************************************
 HH0152  DESIGNATION -  N 85 RESET
 HH0152  PID         -  HH0152
 HH0152  STATE/COUNTY-  KS/SEWARD
 HH0152  USGS QUAD   -  LIBERAL NW (1968)
 HH0152
 HH0152                         *CURRENT SURVEY CONTROL
 HH0152  ___________________________________________________________________
 HH0152* NAD 83(1986)-  37 10 13.     (N)    100 56 28.     (W)     SCALED    
 HH0152* NAVD 88     -       872.59   (meters)    2862.8    (feet)  RESET     
 HH0152  ___________________________________________________________________
 HH0152  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 HH0152
 HH0152  VERT ORDER  -  THIRD
 HH0152
 HH0152.The horizontal coordinates were scaled from a topographic map and have
 HH0152.an estimated accuracy of +/- 6 seconds.
 HH0152
 HH0152.The orthometric height was computed from unverified reset data.
 HH0152
 HH0152.The geoid height was determined by GEOID03.
 HH0152
 HH0152;                    North         East    Units  Estimated Accuracy
 HH0152;SPC KS S     -   458,730.      183,220.      MT  (+/- 180 meters Scaled)
 HH0152
 HH0152                          SUPERSEDED SURVEY CONTROL
 HH0152
 HH0152.No superseded survey control is available for this station.
 HH0152
 HH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG276155(NAD 83)
 HH0152_MARKER: DB = BENCH MARK DISK
 HH0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0152_STAMPING: N 85 RESET 1968
 HH0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0152+STABILITY: SURFACE MOTION
 HH0152
 HH0152  HISTORY     - Date     Condition        Report By
 HH0152  HISTORY     - 1968     MONUMENTED       CGS
 HH0152
 HH0152                          STATION DESCRIPTION
 HH0152
 HH0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HH0152'11 MI NW FROM LIBERAL.
 HH0152'ABOUT 10.0 MILES NORTH ALONG U.S. HIGHWAY 83, FROM THE CITY
 HH0152'HALL AT LIBERAL, THENCE 1.0 MILE WEST ALONG U.S. HIGHWAY 270,
 HH0152'IN THE NORTHWEST ANGLE OF A CROSSROAD, 83 FEET WEST OF THE
 HH0152'CENTER OF A NORTH-SOUTH ROAD, 64 FEET NORTH OF THE CENTER OF
 HH0152'U.S. HIGHWAY 270, 3 FEET SOUTHWEST OF A CORNER FENCE POST, 1.5
 HH0152'FEET EAST OF A METAL WITNESS POST, 1.5 FEET SOUTH OF A FENCE,
 HH0152'AND IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HH0152'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0346 ***********************************************************************
 HH0346  DESIGNATION -  N 86
 HH0346  PID         -  HH0346
 HH0346  STATE/COUNTY-  KS/STEVENS
 HH0346  USGS QUAD   -  HUGOTON (1974)
 HH0346
 HH0346                         *CURRENT SURVEY CONTROL
 HH0346  ___________________________________________________________________
 HH0346* NAD 83(1986)-  37 10 11.     (N)    101 21 26.     (W)     SCALED    
 HH0346* NAVD 88     -       950.644  (meters)    3118.90   (feet)  ADJUSTED  
 HH0346  ___________________________________________________________________
 HH0346  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 HH0346  DYNAMIC HT  -         949.698 (meters)    3115.80  (feet)  COMP
 HH0346  MODELED GRAV-     979,604.1   (mgal)                       NAVD 88
 HH0346
 HH0346  VERT ORDER  -  SECOND    CLASS 0
 HH0346
 HH0346.The horizontal coordinates were scaled from a topographic map and have
 HH0346.an estimated accuracy of +/- 6 seconds.
 HH0346
 HH0346.The orthometric height was determined by differential leveling
 HH0346.and adjusted by the National Geodetic Survey in June 1991..
 HH0346
 HH0346.The geoid height was determined by GEOID03.
 HH0346
 HH0346.The dynamic height is computed by dividing the NAVD 88
 HH0346.geopotential number by the normal gravity value computed on the
 HH0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0346.degrees latitude (g = 980.6199 gals.).
 HH0346
 HH0346.The modeled gravity was interpolated from observed gravity values.
 HH0346
 HH0346;                    North         East    Units  Estimated Accuracy
 HH0346;SPC KS S     -   459,720.      146,280.      MT  (+/- 180 meters Scaled)
 HH0346
 HH0346                          SUPERSEDED SURVEY CONTROL
 HH0346
 HH0346  NGVD 29 (??/??/92)  950.230  (m)         3117.55   (f) ADJ UNCH    2 0
 HH0346
 HH0346.Superseded values are not recommended for survey control.
 HH0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0346.See file dsdata.txt to determine how the superseded data were derived.
 HH0346
 HH0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG907163(NAD 83)
 HH0346_MARKER: DB = BENCH MARK DISK
 HH0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0346_STAMPING: N 86 1935
 HH0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0346+STABILITY: SURFACE MOTION
 HH0346
 HH0346  HISTORY     - Date     Condition        Report By
 HH0346  HISTORY     - 1935     MONUMENTED       CGS
 HH0346
 HH0346                          STATION DESCRIPTION
 HH0346
 HH0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0346'0.2 MI W FROM HUGOTON.
 HH0346'0.2 MILE WEST ALONG A DIRT ROAD FROM THE COURTHOUSE AT HUGOTON,
 HH0346'STEVENS COUNTY, THENCE 0.5 MILE SOUTH ALONG A NORTH-AND-SOUTH
 HH0346'ROAD, AT THE CITY LIMITS, IN THE SOUTHEAST CORNER OF THE
 HH0346'INTERSECTION OF STATE HIGHWAY 45, 135 FEET SOUTHEAST ACROSS THE
 HH0346'HIGHWAY FROM A SERVICE STATION, 51 FEET SOUTHEAST OF THE CENTER
 HH0346'OF THE INTERSECTION, 33 FEET EAST OF THE CENTER LINE OF THE
 HH0346'NORTH-AND-SOUTH ROAD, 32 FEET SOUTH OF THE CENTER LINE OF THE
 HH0346'HIGHWAY, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 HH0346'STANDARD DISK, STAMPED N 86 1935 AND SET IN THE TOP OF A CONCRETE
 HH0346'POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0401 ***********************************************************************
 HH0401  DESIGNATION -  N 87
 HH0401  PID         -  HH0401
 HH0401  STATE/COUNTY-  KS/MORTON
 HH0401  USGS QUAD   -  SHORE AIRPORT SW (1973)
 HH0401
 HH0401                         *CURRENT SURVEY CONTROL
 HH0401  ___________________________________________________________________
 HH0401* NAD 83(1986)-  37 15 27.     (N)    101 40 58.     (W)     SCALED    
 HH0401* NAVD 88     -      1017.634  (meters)    3338.69   (feet)  ADJUSTED  
 HH0401  ___________________________________________________________________
 HH0401  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 HH0401  DYNAMIC HT  -        1016.619 (meters)    3335.36  (feet)  COMP
 HH0401  MODELED GRAV-     979,598.2   (mgal)                       NAVD 88
 HH0401
 HH0401  VERT ORDER  -  SECOND    CLASS 0
 HH0401
 HH0401.The horizontal coordinates were scaled from a topographic map and have
 HH0401.an estimated accuracy of +/- 6 seconds.
 HH0401
 HH0401.The orthometric height was determined by differential leveling
 HH0401.and adjusted by the National Geodetic Survey in June 1991..
 HH0401
 HH0401.The geoid height was determined by GEOID03.
 HH0401
 HH0401.The dynamic height is computed by dividing the NAVD 88
 HH0401.geopotential number by the normal gravity value computed on the
 HH0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0401.degrees latitude (g = 980.6199 gals.).
 HH0401
 HH0401.The modeled gravity was interpolated from observed gravity values.
 HH0401
 HH0401;                    North         East    Units  Estimated Accuracy
 HH0401;SPC KS S     -   470,390.      117,710.      MT  (+/- 180 meters Scaled)
 HH0401
 HH0401                          SUPERSEDED SURVEY CONTROL
 HH0401
 HH0401  NGVD 29 (??/??/92) 1017.201  (m)         3337.27   (f) ADJ UNCH    2 0
 HH0401
 HH0401.Superseded values are not recommended for survey control.
 HH0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0401.See file dsdata.txt to determine how the superseded data were derived.
 HH0401
 HH0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG620268(NAD 83)
 HH0401_MARKER: DB = BENCH MARK DISK
 HH0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0401_STAMPING: N 87 1935
 HH0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0401+STABILITY: SURFACE MOTION
 HH0401
 HH0401  HISTORY     - Date     Condition        Report By
 HH0401  HISTORY     - 1935     MONUMENTED       CGS
 HH0401
 HH0401                          STATION DESCRIPTION
 HH0401
 HH0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0401'6 MI E FROM RICHFIELD.
 HH0401'6.0 MILES EAST ALONG STATE HIGHWAY 51 FROM RICHFIELD, MORTON
 HH0401'COUNTY, 42 FEET SOUTHEAST OF A HIGHWAY SIGN, 36 FEET SOUTH OF THE
 HH0401'CENTER LINE OF THE HIGHWAY, AND 1.5 FEET NORTHWEST OF A POLE.
 HH0401'A STANDARD DISK, STAMPED N 87 1935 AND SET IN THE TOP OF A
 HH0401'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0433 ***********************************************************************
 HH0433  DESIGNATION -  N 88
 HH0433  PID         -  HH0433
 HH0433  STATE/COUNTY-  KS/MORTON
 HH0433  USGS QUAD   -  ELKHART NW (1973)
 HH0433
 HH0433                         *CURRENT SURVEY CONTROL
 HH0433  ___________________________________________________________________
 HH0433* NAD 83(1986)-  37 08 29.     (N)    101 59 24.     (W)     SCALED    
 HH0433* NAVD 88     -      1106.719  (meters)    3630.96   (feet)  ADJUSTED  
 HH0433  ___________________________________________________________________
 HH0433  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 HH0433  DYNAMIC HT  -        1105.589 (meters)    3627.25  (feet)  COMP
 HH0433  MODELED GRAV-     979,571.0   (mgal)                       NAVD 88
 HH0433
 HH0433  VERT ORDER  -  SECOND    CLASS 0
 HH0433
 HH0433.The horizontal coordinates were scaled from a topographic map and have
 HH0433.an estimated accuracy of +/- 6 seconds.
 HH0433
 HH0433.The orthometric height was determined by differential leveling
 HH0433.and adjusted by the National Geodetic Survey in June 1991..
 HH0433
 HH0433.The geoid height was determined by GEOID03.
 HH0433
 HH0433.The dynamic height is computed by dividing the NAVD 88
 HH0433.geopotential number by the normal gravity value computed on the
 HH0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0433.degrees latitude (g = 980.6199 gals.).
 HH0433
 HH0433.The modeled gravity was interpolated from observed gravity values.
 HH0433
 HH0433;                    North         East    Units  Estimated Accuracy
 HH0433;SPC KS S     -   458,490.       89,990.      MT  (+/- 180 meters Scaled)
 HH0433
 HH0433                          SUPERSEDED SURVEY CONTROL
 HH0433
 HH0433  NGVD 29 (??/??/92) 1106.263  (m)         3629.46   (f) ADJ UNCH    2 0
 HH0433
 HH0433.Superseded values are not recommended for survey control.
 HH0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0433.See file dsdata.txt to determine how the superseded data were derived.
 HH0433
 HH0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG344147(NAD 83)
 HH0433_MARKER: DB = BENCH MARK DISK
 HH0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0433_STAMPING: N 88 1935
 HH0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0433+STABILITY: SURFACE MOTION
 HH0433
 HH0433  HISTORY     - Date     Condition        Report By
 HH0433  HISTORY     - 1935     MONUMENTED       CGS
 HH0433  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0433
 HH0433                          STATION DESCRIPTION
 HH0433
 HH0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0433'19.7 MI SW FROM RICHFIELD.
 HH0433'19.7 MILES SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 51
 HH0433'FROM RICHFIELD, MORTON COUNTY, AT A ROAD INTERSECTION, 49 FEET
 HH0433'NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, AND 36 FEET EAST
 HH0433'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED N 88
 HH0433'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HH0433
 HH0433                          STATION RECOVERY (1973)
 HH0433
 HH0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0490 ***********************************************************************
 HH0490  DESIGNATION -  N 89
 HH0490  PID         -  HH0490
 HH0490  STATE/COUNTY-  KS/STANTON
 HH0490  USGS QUAD   -  JOHNSON WEST (1973)
 HH0490
 HH0490                         *CURRENT SURVEY CONTROL
 HH0490  ___________________________________________________________________
 HH0490* NAD 83(1986)-  37 35 31.     (N)    101 45 41.     (W)     SCALED    
 HH0490* NAVD 88     -      1018.320  (meters)    3340.94   (feet)  ADJUSTED  
 HH0490  ___________________________________________________________________
 HH0490  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 HH0490  DYNAMIC HT  -        1017.341 (meters)    3337.73  (feet)  COMP
 HH0490  MODELED GRAV-     979,634.7   (mgal)                       NAVD 88
 HH0490
 HH0490  VERT ORDER  -  SECOND    CLASS 0
 HH0490
 HH0490.The horizontal coordinates were scaled from a topographic map and have
 HH0490.an estimated accuracy of +/- 6 seconds.
 HH0490
 HH0490.The orthometric height was determined by differential leveling
 HH0490.and adjusted by the National Geodetic Survey in June 1991..
 HH0490
 HH0490.The geoid height was determined by GEOID03.
 HH0490
 HH0490.The dynamic height is computed by dividing the NAVD 88
 HH0490.geopotential number by the normal gravity value computed on the
 HH0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0490.degrees latitude (g = 980.6199 gals.).
 HH0490
 HH0490.The modeled gravity was interpolated from observed gravity values.
 HH0490
 HH0490;                    North         East    Units  Estimated Accuracy
 HH0490;SPC KS S     -   507,730.      112,040.      MT  (+/- 180 meters Scaled)
 HH0490
 HH0490                          SUPERSEDED SURVEY CONTROL
 HH0490
 HH0490  NGVD 29 (??/??/92) 1017.907  (m)         3339.58   (f) ADJ UNCH    2 0
 HH0490
 HH0490.Superseded values are not recommended for survey control.
 HH0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0490.See file dsdata.txt to determine how the superseded data were derived.
 HH0490
 HH0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG561641(NAD 83)
 HH0490_MARKER: DB = BENCH MARK DISK
 HH0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0490_STAMPING: N 89 1935
 HH0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0490+STABILITY: SURFACE MOTION
 HH0490
 HH0490  HISTORY     - Date     Condition        Report By
 HH0490  HISTORY     - 1935     MONUMENTED       CGS
 HH0490
 HH0490                          STATION DESCRIPTION
 HH0490
 HH0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0490'0.4 MI W FROM JOHNSON.
 HH0490'0.4 MILE WEST ALONG A GRAVEL ROAD FROM THE ATCHISON, TOPEKA
 HH0490'AND SANTA FE RAILWAY STATION AT JOHNSON, STANTON COUNTY, THENCE
 HH0490'2.0 MILES NORTH ALONG STATE HIGHWAY 27, 54 FEET SOUTHEAST OF
 HH0490'THE CENTER OF THE INTERSECTION OF AN EAST-AND-WEST ROAD, 48
 HH0490'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF
 HH0490'THE CENTERLINE OF THE ROAD, AND 2.7 FEET NORTH OF A WHITE
 HH0490'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 89 1935 AND
 HH0490'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 HH0490'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0384 ***********************************************************************
 KH0384  DESIGNATION -  N 90
 KH0384  PID         -  KH0384
 KH0384  STATE/COUNTY-  KS/LOGAN
 KH0384  USGS QUAD   -  WINONA (1972)
 KH0384
 KH0384                         *CURRENT SURVEY CONTROL
 KH0384  ___________________________________________________________________
 KH0384* NAD 83(1986)-  39 04 14.     (N)    101 11 00.     (W)     SCALED    
 KH0384* NAVD 88     -       999.592  (meters)    3279.49   (feet)  ADJUSTED  
 KH0384  ___________________________________________________________________
 KH0384  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0384  DYNAMIC HT  -         998.772 (meters)    3276.80  (feet)  COMP
 KH0384  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 KH0384
 KH0384  VERT ORDER  -  SECOND    CLASS 0
 KH0384
 KH0384.The horizontal coordinates were scaled from a topographic map and have
 KH0384.an estimated accuracy of +/- 6 seconds.
 KH0384
 KH0384.The orthometric height was determined by differential leveling
 KH0384.and adjusted by the National Geodetic Survey in June 1991..
 KH0384
 KH0384.The geoid height was determined by GEOID03.
 KH0384
 KH0384.The dynamic height is computed by dividing the NAVD 88
 KH0384.geopotential number by the normal gravity value computed on the
 KH0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0384.degrees latitude (g = 980.6199 gals.).
 KH0384
 KH0384.The modeled gravity was interpolated from observed gravity values.
 KH0384
 KH0384;                    North         East    Units  Estimated Accuracy
 KH0384;SPC KS N     -    86,680.      124,580.      MT  (+/- 180 meters Scaled)
 KH0384
 KH0384                          SUPERSEDED SURVEY CONTROL
 KH0384
 KH0384  NGVD 29 (??/??/92)  999.216  (m)         3278.26   (f) ADJ UNCH    2 0
 KH0384
 KH0384.Superseded values are not recommended for survey control.
 KH0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0384.See file dsdata.txt to determine how the superseded data were derived.
 KH0384
 KH0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ111268(NAD 83)
 KH0384_MARKER: DB = BENCH MARK DISK
 KH0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0384_STAMPING: N 90 1935
 KH0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0384+STABILITY: SURFACE MOTION
 KH0384
 KH0384  HISTORY     - Date     Condition        Report By
 KH0384  HISTORY     - 1935     MONUMENTED       CGS
 KH0384  HISTORY     - 1940     GOOD             NGS
 KH0384  HISTORY     - 1971     MARK NOT FOUND   USGS
 KH0384
 KH0384                          STATION DESCRIPTION
 KH0384
 KH0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0384'2.8 MI SW FROM PAGE CITY.
 KH0384'2.8 MILES SOUTHWEST OF THE UNION PACIFIC RAILROAD STATION IN
 KH0384'PAGE CITY.  TO REACH FROM THE UNION PACIFIC RAILROAD STATION
 KH0384'IN PAGE CITY, PROCEED WESTERLY ALONG U.S. HIGHWAY NO. 40, GO 1.8
 KH0384'MILES, TURN LEFT (SOUTH) AT JUNCTION OF U.S. HIGHWAY NO. 40 WITH
 KH0384'STATE HIGHWAY NO. 25, AND CONTINUE SOUTHWARD ON STATE HIGHWAY NO.
 KH0384'25, GO 1.0 MILE.  BENCH MARK IS 0.4 MILE NORTH OF A RANCH HOUSE
 KH0384'ON THE EAST SIDE OF THE HIGHWAY, 56 FEET EAST OF CENTER LINE OF
 KH0384'THE HIGHWAY, 21 FEET EAST OF A FENCE CORNER, 2.3 FEET WEST OF
 KH0384'A 4 X 4 INCH WOODEN POST PROJECTING 20 FEET, 1.0 FEET SOUTH OF
 KH0384'THE FENCE.  MONUMENT PROJECTS 0.3 FOOT.
 KH0384
 KH0384                          STATION RECOVERY (1971)
 KH0384
 KH0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KH0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0232 ***********************************************************************
 HH0232  DESIGNATION -  N 91 RESET
 HH0232  PID         -  HH0232
 HH0232  STATE/COUNTY-  KS/KEARNY
 HH0232  USGS QUAD   -  ULYSSES NE (1959)
 HH0232
 HH0232                         *CURRENT SURVEY CONTROL
 HH0232  ___________________________________________________________________
 HH0232* NAD 83(1986)-  37 44 54.     (N)    101 21 50.     (W)     SCALED    
 HH0232* NAVD 88     -       934.011  (meters)    3064.33   (feet)  ADJUSTED  
 HH0232  ___________________________________________________________________
 HH0232  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 HH0232  DYNAMIC HT  -         933.134 (meters)    3061.46  (feet)  COMP
 HH0232  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 HH0232
 HH0232  VERT ORDER  -  SECOND    CLASS 0
 HH0232
 HH0232.The horizontal coordinates were scaled from a topographic map and have
 HH0232.an estimated accuracy of +/- 6 seconds.
 HH0232
 HH0232.The orthometric height was determined by differential leveling
 HH0232.and adjusted by the National Geodetic Survey in June 1991..
 HH0232
 HH0232.The geoid height was determined by GEOID03.
 HH0232
 HH0232.The dynamic height is computed by dividing the NAVD 88
 HH0232.geopotential number by the normal gravity value computed on the
 HH0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0232.degrees latitude (g = 980.6199 gals.).
 HH0232
 HH0232.The modeled gravity was interpolated from observed gravity values.
 HH0232
 HH0232;                    North         East    Units  Estimated Accuracy
 HH0232;SPC KS S     -   523,920.      147,660.      MT  (+/- 180 meters Scaled)
 HH0232
 HH0232                          SUPERSEDED SURVEY CONTROL
 HH0232
 HH0232  NGVD 29 (??/??/92)  933.600  (m)         3062.99   (f) ADJ UNCH    2 0
 HH0232
 HH0232.Superseded values are not recommended for survey control.
 HH0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0232.See file dsdata.txt to determine how the superseded data were derived.
 HH0232
 HH0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG917805(NAD 83)
 HH0232_MARKER: DB = BENCH MARK DISK
 HH0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0232_SP_SET: CULVERT
 HH0232_STAMPING: N 91 RESET 1940
 HH0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0232
 HH0232  HISTORY     - Date     Condition        Report By
 HH0232  HISTORY     - 1940     MONUMENTED       CGS
 HH0232
 HH0232                          STATION DESCRIPTION
 HH0232
 HH0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0232'11.6 MI N FROM ULYSSES.
 HH0232'IN KEARNY COUNTY, ABOUT 11.6 MILES NORTH ALONG STATE HIGHWAY
 HH0232'25 FROM THE HIGH SCHOOL AT ULYSSES, GRANT COUNTY, ABOUT 0.1
 HH0232'MILE NORTH OF A SMALL RISE, ABOUT 119 FEET SOUTH OF THE ENTRANCE
 HH0232'TO A FIELD WEST OF THE HIGHWAY, AT A CONCRETE CULVERT, IN THE
 HH0232'CENTER OF THE TOP OF THE WEST CONCRETE HEAD WALL, 18 FEET
 HH0232'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 41 FEET WEST OF A
 HH0232'FENCE.  A STANDARD DISK, STAMPED N 91 RESET 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0372 ***********************************************************************
 HH0372  DESIGNATION -  N 92
 HH0372  PID         -  HH0372
 HH0372  STATE/COUNTY-  KS/STEVENS
 HH0372  USGS QUAD   -  WAGON BED SPRING SE (1974)
 HH0372
 HH0372                         *CURRENT SURVEY CONTROL
 HH0372  ___________________________________________________________________
 HH0372* NAD 83(1986)-  37 21 32.     (N)    101 20 23.     (W)     SCALED    
 HH0372* NAVD 88     -       938.390  (meters)    3078.70   (feet)  ADJUSTED  
 HH0372  ___________________________________________________________________
 HH0372  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 HH0372  DYNAMIC HT  -         937.484 (meters)    3075.73  (feet)  COMP
 HH0372  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 HH0372
 HH0372  VERT ORDER  -  SECOND    CLASS 0
 HH0372
 HH0372.The horizontal coordinates were scaled from a topographic map and have
 HH0372.an estimated accuracy of +/- 6 seconds.
 HH0372
 HH0372.The orthometric height was determined by differential leveling
 HH0372.and adjusted by the National Geodetic Survey in June 1991..
 HH0372
 HH0372.The geoid height was determined by GEOID03.
 HH0372
 HH0372.The dynamic height is computed by dividing the NAVD 88
 HH0372.geopotential number by the normal gravity value computed on the
 HH0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0372.degrees latitude (g = 980.6199 gals.).
 HH0372
 HH0372.The modeled gravity was interpolated from observed gravity values.
 HH0372
 HH0372;                    North         East    Units  Estimated Accuracy
 HH0372;SPC KS S     -   480,660.      148,470.      MT  (+/- 180 meters Scaled)
 HH0372
 HH0372                          SUPERSEDED SURVEY CONTROL
 HH0372
 HH0372  NGVD 29 (??/??/92)  937.991  (m)         3077.39   (f) ADJ UNCH    2 0
 HH0372
 HH0372.Superseded values are not recommended for survey control.
 HH0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0372.See file dsdata.txt to determine how the superseded data were derived.
 HH0372
 HH0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG927372(NAD 83)
 HH0372_MARKER: DB = BENCH MARK DISK
 HH0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0372_STAMPING: N 92 1935
 HH0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0372+STABILITY: SURFACE MOTION
 HH0372
 HH0372  HISTORY     - Date     Condition        Report By
 HH0372  HISTORY     - 1935     MONUMENTED       CGS
 HH0372  HISTORY     - 1972     MARK NOT FOUND   USGS
 HH0372
 HH0372                          STATION DESCRIPTION
 HH0372
 HH0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0372'13 MI N FROM HUGOTON.
 HH0372'ABOUT 13.0 MILES NORTH ALONG U.S. HIGHWAY 270 FROM THE COURTHOUSE
 HH0372'AT HUGOTON, STEVENS COUNTY, 65 FEET NORTHWEST OF THE CENTER OF
 HH0372'THE CROSSING OF AN EAST-AND-WEST ROAD, 38 FEET NORTH OF THE
 HH0372'CENTER LINE OF THE ROAD, 41 FEET WEST OF THE CENTER LINE OF THE
 HH0372'HIGHWAY, 1 1/2 FEET NORTHEAST OF A FENCE CORNER, AND 2.5 FEET
 HH0372'SOUTH OF A 4- BY 4-INCH WHITE POST PROJECTING ABOUT 2.0 FEET ABOVE
 HH0372'GROUND.  A STANDARD DISK, STAMPED N 92 1935 AND SET IN THE TOP
 HH0372'OF A CONCRETE POST PROJECTING ABOUT 0.7 FOOT ABOVE GROUND.
 HH0372
 HH0372                          STATION RECOVERY (1972)
 HH0372
 HH0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0135 ***********************************************************************
 JH0135  DESIGNATION -  N 93
 JH0135  PID         -  JH0135
 JH0135  STATE/COUNTY-  KS/LOGAN
 JH0135  USGS QUAD   -  RUSSELL SPRINGS (1972)
 JH0135
 JH0135                         *CURRENT SURVEY CONTROL
 JH0135  ___________________________________________________________________
 JH0135* NAD 83(1986)-  38 55 58.     (N)    101 11 06.     (W)     SCALED    
 JH0135* NAVD 88     -       909.358  (meters)    2983.45   (feet)  ADJUSTED  
 JH0135  ___________________________________________________________________
 JH0135  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 JH0135  DYNAMIC HT  -         908.612 (meters)    2981.00  (feet)  COMP
 JH0135  MODELED GRAV-     979,776.1   (mgal)                       NAVD 88
 JH0135
 JH0135  VERT ORDER  -  SECOND    CLASS 0
 JH0135
 JH0135.The horizontal coordinates were scaled from a topographic map and have
 JH0135.an estimated accuracy of +/- 6 seconds.
 JH0135
 JH0135.The orthometric height was determined by differential leveling
 JH0135.and adjusted by the National Geodetic Survey in June 1991..
 JH0135
 JH0135.The geoid height was determined by GEOID03.
 JH0135
 JH0135.The dynamic height is computed by dividing the NAVD 88
 JH0135.geopotential number by the normal gravity value computed on the
 JH0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0135.degrees latitude (g = 980.6199 gals.).
 JH0135
 JH0135.The modeled gravity was interpolated from observed gravity values.
 JH0135
 JH0135;                    North         East    Units  Estimated Accuracy
 JH0135;SPC KS N     -    71,400.      123,900.      MT  (+/- 180 meters Scaled)
 JH0135
 JH0135                          SUPERSEDED SURVEY CONTROL
 JH0135
 JH0135  NGVD 29 (??/??/92)  909.000  (m)         2982.28   (f) ADJ UNCH    2 0
 JH0135
 JH0135.Superseded values are not recommended for survey control.
 JH0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0135.See file dsdata.txt to determine how the superseded data were derived.
 JH0135
 JH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ106115(NAD 83)
 JH0135_MARKER: DB = BENCH MARK DISK
 JH0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0135_STAMPING: N 93 1935
 JH0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0135+STABILITY: SURFACE MOTION
 JH0135
 JH0135  HISTORY     - Date     Condition        Report By
 JH0135  HISTORY     - 1935     MONUMENTED       CGS
 JH0135  HISTORY     - 1940     GOOD             NGS
 JH0135  HISTORY     - 1942     GOOD             NGS
 JH0135  HISTORY     - 19570218 MARK NOT FOUND   LOCENG
 JH0135
 JH0135                          STATION DESCRIPTION
 JH0135
 JH0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0135'1.4 MI N FROM RUSSELL SPRINGS.
 JH0135'1.4 MILES NORTH, TO REACH FROM THE COURT HOUSE IN RUSSELL
 JH0135'SPRINGS, PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 25, GO
 JH0135'1.4 MILES.  BENCH MARK IS AT THE NORTHWEST CORNER OF A
 JH0135'T-INTERSECTION OF STATE HIGHWAY NO. 25 WITH A GRADED EAST-WEST
 JH0135'ROAD, 195 YARDS EAST OF A HOUSE SURROUNDED BY A CLUMP OF TREES
 JH0135'AT THE BOTTOM OF A HILL, 86 FEET NORTHWEST OF CENTER OF THE
 JH0135'INTERSECTION, 77 FEET WEST OF CENTER LINE OF THE HIGHWAY, 41
 JH0135'FEET WEST OF THE FENCE CORNER, 37 FEET NORTH OF CENTER LINE OF
 JH0135'THE GRADED ROAD, 2.3 FEET EAST OF A 4 X 4 INCH WOODEN POST
 JH0135'PAINTED WHITE PROJECTING 2.0 FEET, 1.7 FEET NORTH OF FENCE
 JH0135'LINE.  MONUMENT PROJECTS 0.5 FOOT.
 JH0135
 JH0135                          STATION RECOVERY (1942)
 JH0135
 JH0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0135'RECOVERED IN GOOD CONDITION.
 JH0135
 JH0135                          STATION RECOVERY (1957)
 JH0135
 JH0135'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 JH0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0136 ***********************************************************************
 JH0136  DESIGNATION -  N 93 RESET
 JH0136  PID         -  JH0136
 JH0136  STATE/COUNTY-  KS/LOGAN
 JH0136  USGS QUAD   -  RUSSELL SPRINGS (1972)
 JH0136
 JH0136                         *CURRENT SURVEY CONTROL
 JH0136  ___________________________________________________________________
 JH0136* NAD 83(1986)-  38 55 57.     (N)    101 11 06.     (W)     SCALED    
 JH0136* NAVD 88     -       909.03   (meters)    2982.4    (feet)  RESET     
 JH0136  ___________________________________________________________________
 JH0136  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 JH0136
 JH0136  VERT ORDER  -  THIRD
 JH0136
 JH0136.The horizontal coordinates were scaled from a topographic map and have
 JH0136.an estimated accuracy of +/- 6 seconds.
 JH0136
 JH0136.The orthometric height was computed from unverified reset data.
 JH0136
 JH0136.The geoid height was determined by GEOID03.
 JH0136
 JH0136;                    North         East    Units  Estimated Accuracy
 JH0136;SPC KS N     -    71,370.      123,900.      MT  (+/- 180 meters Scaled)
 JH0136
 JH0136                          SUPERSEDED SURVEY CONTROL
 JH0136
 JH0136.No superseded survey control is available for this station.
 JH0136
 JH0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ106115(NAD 83)
 JH0136_MARKER: DB = BENCH MARK DISK
 JH0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0136_STAMPING: N 93 RESET 1957
 JH0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0136+STABILITY: SURFACE MOTION
 JH0136
 JH0136  HISTORY     - Date     Condition        Report By
 JH0136  HISTORY     - 1957     MONUMENTED       LOCENG
 JH0136
 JH0136                          STATION DESCRIPTION
 JH0136
 JH0136'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 JH0136'1.4 MI N FROM RUSSELL SPRINGS.
 JH0136'1.4 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT
 JH0136'RUSSELL SPRINGS, LOGAN COUNTY, ABOUT 195 YARDS EAST OF A HOUSE
 JH0136'IN A CLUMP OF TREES AT THE BOTTOM OF A HILL, 92.5 FEET NORTHWEST
 JH0136'OF THE CENTER OF THE JUNCTION OF AN EAST-WEST DIRT ROAD, 51
 JH0136'FEET NORTH OF THE CENTERLINE OF THE ROAD, 79 FEET WEST OF
 JH0136'THE CENTERLINE OF THE HIGHWAY, 42 FEET WEST OF A FENCE CORNER,
 JH0136'AND UNDER AN EAST-WEST FENCE LINE.  A STANDARD DISK, STAMPED
 JH0136'N 93 RESET 1957 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JH0136'ABOUT 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0268 ***********************************************************************
 KH0268  DESIGNATION -  N 96
 KH0268  PID         -  KH0268
 KH0268  STATE/COUNTY-  KS/RAWLINS
 KH0268  USGS QUAD   -  MC DONALD (1978)
 KH0268
 KH0268                         *CURRENT SURVEY CONTROL
 KH0268  ___________________________________________________________________
 KH0268* NAD 83(1986)-  39 46 56.     (N)    101 22 20.     (W)     SCALED    
 KH0268* NAVD 88     -      1026.965  (meters)    3369.30   (feet)  ADJUSTED  
 KH0268  ___________________________________________________________________
 KH0268  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 KH0268  DYNAMIC HT  -        1026.187 (meters)    3366.75  (feet)  COMP
 KH0268  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 KH0268
 KH0268  VERT ORDER  -  SECOND    CLASS 0
 KH0268
 KH0268.The horizontal coordinates were scaled from a topographic map and have
 KH0268.an estimated accuracy of +/- 6 seconds.
 KH0268
 KH0268.The orthometric height was determined by differential leveling
 KH0268.and adjusted by the National Geodetic Survey in June 1991..
 KH0268
 KH0268.The geoid height was determined by GEOID03.
 KH0268
 KH0268.The dynamic height is computed by dividing the NAVD 88
 KH0268.geopotential number by the normal gravity value computed on the
 KH0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0268.degrees latitude (g = 980.6199 gals.).
 KH0268
 KH0268.The modeled gravity was interpolated from observed gravity values.
 KH0268
 KH0268;                    North         East    Units  Estimated Accuracy
 KH0268;SPC KS N     -   166,230.      111,190.      MT  (+/- 180 meters Scaled)
 KH0268
 KH0268                          SUPERSEDED SURVEY CONTROL
 KH0268
 KH0268  NGVD 29 (??/??/92) 1026.558  (m)         3367.97   (f) ADJ UNCH    2 0
 KH0268
 KH0268.Superseded values are not recommended for survey control.
 KH0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0268.See file dsdata.txt to determine how the superseded data were derived.
 KH0268
 KH0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK968062(NAD 83)
 KH0268_MARKER: DB = BENCH MARK DISK
 KH0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0268_STAMPING: N 96 1935
 KH0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0268+STABILITY: SURFACE MOTION
 KH0268
 KH0268  HISTORY     - Date     Condition        Report By
 KH0268  HISTORY     - 1935     MONUMENTED       CGS
 KH0268  HISTORY     - 1952     MARK NOT FOUND   LOCENG
 KH0268
 KH0268                          STATION DESCRIPTION
 KH0268
 KH0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0268'AT MC DONALD.
 KH0268'ALONG THE C.B. AND Q. RY., ABOUT 100 YDS. N.E. OF THE DEPOT, ABOUT
 KH0268'37 FT. E. OF THE CENTER LINE OF THE CROSS-ROAD, ABOUT 70 FT. W.
 KH0268'OF THE N.W. CORNER OF THE COAL BIN OF THE FOSTER LUMBER CO., ABOUT
 KH0268'125 FT. N.E. OF THE MC DONALD EQUITY EXCHANGE ELEVATOR AND 70 FT.
 KH0268'N. OF THE CENTER LINE OF THE MAIN TRACK.
 KH0268
 KH0268                          STATION RECOVERY (1952)
 KH0268
 KH0268'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 KH0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0161 ***********************************************************************
 JH0161  DESIGNATION -  N 97
 JH0161  PID         -  JH0161
 JH0161  STATE/COUNTY-  KS/LOGAN
 JH0161  USGS QUAD   -  NICKEL MINE SPRING (1969)
 JH0161
 JH0161                         *CURRENT SURVEY CONTROL
 JH0161  ___________________________________________________________________
 JH0161* NAD 83(1986)-  38 49 01.     (N)    101 22 18.     (W)     SCALED    
 JH0161* NAVD 88     -       994.565  (meters)    3263.00   (feet)  ADJUSTED  
 JH0161  ___________________________________________________________________
 JH0161  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JH0161  DYNAMIC HT  -         993.717 (meters)    3260.22  (feet)  COMP
 JH0161  MODELED GRAV-     979,741.5   (mgal)                       NAVD 88
 JH0161
 JH0161  VERT ORDER  -  SECOND    CLASS 0
 JH0161
 JH0161.The horizontal coordinates were scaled from a topographic map and have
 JH0161.an estimated accuracy of +/- 6 seconds.
 JH0161
 JH0161.The orthometric height was determined by differential leveling
 JH0161.and adjusted by the National Geodetic Survey in June 1991..
 JH0161
 JH0161.The geoid height was determined by GEOID03.
 JH0161
 JH0161.The dynamic height is computed by dividing the NAVD 88
 JH0161.geopotential number by the normal gravity value computed on the
 JH0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0161.degrees latitude (g = 980.6199 gals.).
 JH0161
 JH0161.The modeled gravity was interpolated from observed gravity values.
 JH0161
 JH0161;                    North         East    Units  Estimated Accuracy
 JH0161;SPC KS N     -    59,140.      107,250.      MT  (+/- 180 meters Scaled)
 JH0161
 JH0161                          SUPERSEDED SURVEY CONTROL
 JH0161
 JH0161  NGVD 29 (??/??/92)  994.173  (m)         3261.72   (f) ADJ UNCH    2 0
 JH0161
 JH0161.Superseded values are not recommended for survey control.
 JH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0161.See file dsdata.txt to determine how the superseded data were derived.
 JH0161
 JH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH940991(NAD 83)
 JH0161_MARKER: DB = BENCH MARK DISK
 JH0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0161_STAMPING: N 97 1935
 JH0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0161+STABILITY: SURFACE MOTION
 JH0161
 JH0161  HISTORY     - Date     Condition        Report By
 JH0161  HISTORY     - 1935     MONUMENTED       CGS
 JH0161  HISTORY     - 1940     GOOD             NGS
 JH0161  HISTORY     - 1942     GOOD             NGS
 JH0161
 JH0161                          STATION DESCRIPTION
 JH0161
 JH0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0161'16.8 MI SW FROM RUSSELL SPRINGS.
 JH0161'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0161'SOUTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 16.8 MILES.  BENCH
 JH0161'MARK IS ON THE NORTH SLOPE OF A HILL, 0.1 MILE SOUTH OF AN
 JH0161'UNIMPROVED T-ROAD AT THE BOTTOM OF A HILL, 60 FEET WEST OF
 JH0161'CENTER LINE OF THE HIGHWAY, 2.2 FEET NORTH OF A 4 X 4 INCH
 JH0161'WOODEN POST PAINTED WHITE PROJECTING 20 FEET.  MONUMENT PROJECTS
 JH0161'0.5 FOOT.
 JH0161
 JH0161                          STATION RECOVERY (1942)
 JH0161
 JH0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0197 ***********************************************************************
 JH0197  DESIGNATION -  N 98
 JH0197  PID         -  JH0197
 JH0197  STATE/COUNTY-  KS/WICHITA
 JH0197  USGS QUAD   -  LEOTI (1970)
 JH0197
 JH0197                         *CURRENT SURVEY CONTROL
 JH0197  ___________________________________________________________________
 JH0197* NAD 83(1986)-  38 28 47.     (N)    101 21 32.     (W)     SCALED    
 JH0197* NAVD 88     -      1007.800  (meters)    3306.42   (feet)  ADJUSTED  
 JH0197  ___________________________________________________________________
 JH0197  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 JH0197  DYNAMIC HT  -        1006.931 (meters)    3303.57  (feet)  COMP
 JH0197  MODELED GRAV-     979,731.8   (mgal)                       NAVD 88
 JH0197
 JH0197  VERT ORDER  -  SECOND    CLASS 0
 JH0197
 JH0197.The horizontal coordinates were scaled from a topographic map and have
 JH0197.an estimated accuracy of +/- 6 seconds.
 JH0197
 JH0197.The orthometric height was determined by differential leveling
 JH0197.and adjusted by the National Geodetic Survey in June 1991..
 JH0197
 JH0197.The geoid height was determined by GEOID03.
 JH0197
 JH0197.The dynamic height is computed by dividing the NAVD 88
 JH0197.geopotential number by the normal gravity value computed on the
 JH0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0197.degrees latitude (g = 980.6199 gals.).
 JH0197
 JH0197.The modeled gravity was interpolated from observed gravity values.
 JH0197
 JH0197;                    North         East    Units  Estimated Accuracy
 JH0197;SPC KS S     -   605,050.      150,580.      MT  (+/- 180 meters Scaled)
 JH0197
 JH0197                          SUPERSEDED SURVEY CONTROL
 JH0197
 JH0197  NGVD 29 (??/??/92) 1007.433  (m)         3305.22   (f) ADJ UNCH    2 0
 JH0197
 JH0197.Superseded values are not recommended for survey control.
 JH0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0197.See file dsdata.txt to determine how the superseded data were derived.
 JH0197
 JH0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH942616(NAD 83)
 JH0197_MARKER: DB = BENCH MARK DISK
 JH0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0197_SP_SET: STEPS
 JH0197_STAMPING: N 98 1935
 JH0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0197
 JH0197  HISTORY     - Date     Condition        Report By
 JH0197  HISTORY     - 1935     MONUMENTED       CGS
 JH0197  HISTORY     - 1940     GOOD             NGS
 JH0197
 JH0197                          STATION DESCRIPTION
 JH0197
 JH0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0197'IN LEOTI.
 JH0197'IN LEOTI BENCH MARK IS AT THE WICHITA COUNTY COURT HOUSE, AT THE
 JH0197'EAST ENTRANCE (MAIN ENTRANCE WHICH FACES STATE HIGHWAY NO. 25),
 JH0197'IN THE END OF THE BANNISTER AT THE SOUTH END OF THE CONCRETE
 JH0197'STEPS, 2.8 FEET ABOVE LEVEL OF THE SIDEWALK, SET FLUSH AND
 JH0197'VERTICALLY.  NO 4 X 4 INCH WOODEN POST SET--BUILDING SERVES
 JH0197'AS LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1262 ***********************************************************************
 HF1262  DESIGNATION -  N WICHITA KANS GAS ELEC CO STK
 HF1262  PID         -  HF1262
 HF1262  STATE/COUNTY-  KS/SEDGWICK
 HF1262  USGS QUAD   -  VALLEY CENTER (1982)
 HF1262
 HF1262                         *CURRENT SURVEY CONTROL
 HF1262  ___________________________________________________________________
 HF1262* NAD 83(1997)-  37 45 54.57552(N)    097 21 11.59242(W)     ADJUSTED  
 HF1262* NAVD 88     -                                                        
 HF1262  ___________________________________________________________________
 HF1262  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HF1262  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF1262
 HF1262  HORZ ORDER  -  THIRD
 HF1262
 HF1262.The horizontal coordinates were established by classical geodetic methods
 HF1262.and adjusted by the National Geodetic Survey in October 1998..
 HF1262
 HF1262
 HF1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1262
 HF1262.The geoid height was determined by GEOID03.
 HF1262
 HF1262;                    North         East     Units Scale Factor Converg.
 HF1262;SPC KS S     -   522,537.123   501,036.187   MT  0.99993944   +0 42 17.0
 HF1262;UTM  14      - 4,181,036.319   645,047.760   MT  0.99985914   +1 00 31.3
 HF1262
 HF1262                          SUPERSEDED SURVEY CONTROL
 HF1262
 HF1262  NAD 83(1997)-  37 45 54.58274(N)    097 21 11.58837(W) AD(       ) 4
 HF1262  NAD 83(1986)-  37 45 54.58709(N)    097 21 11.58927(W) AD(       ) 4
 HF1262  NAD 27      -  37 45 54.55374(N)    097 21 10.42300(W) AD(       ) 3
 HF1262
 HF1262.Superseded values are not recommended for survey control.
 HF1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1262.See file dsdata.txt to determine how the superseded data were derived.
 HF1262
 HF1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4504881036(NAD 83)
 HF1262_MARKER: 63 = STACK
 HF1262
 HF1262  HISTORY     - Date     Condition        Report By
 HF1262  HISTORY     - 1940     FIRST OBSERVED   CGS
 HF1262
 HF1262                          STATION DESCRIPTION
 HF1262
 HF1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1262'STATION IS THE CENTER OF A WHITE CONCRETE STACK OWNED BY THE KANSAS
 HF1262'GAS AND ELECTRIC COMPANY AND IS LOCATED IN THE NW PART OF THE CITY
 HF1262'AT 45TH AND CHENICA STREETS.  THE STACK IS 200 FEET HIGH
 HF1262'AND IS 14 FEET IN DIAMETER AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1745 ***********************************************************************
 JE1745  DESIGNATION -  NANTZ
 JE1745  PID         -  JE1745
 JE1745  STATE/COUNTY-  KS/WOODSON
 JE1745  USGS QUAD   -  LE ROY (1971)
 JE1745
 JE1745                         *CURRENT SURVEY CONTROL
 JE1745  ___________________________________________________________________
 JE1745* NAD 83(1997)-  38 00 08.98817(N)    095 42 08.07056(W)     ADJUSTED  
 JE1745* NAVD 88     -       348.     (meters)    1142.     (feet)  SCALED    
 JE1745  ___________________________________________________________________
 JE1745  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JE1745  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 JE1745
 JE1745  HORZ ORDER  -  FIRST
 JE1745
 JE1745.The horizontal coordinates were established by classical geodetic methods
 JE1745.and adjusted by the National Geodetic Survey in October 1998..
 JE1745
 JE1745.The orthometric height was scaled from a topographic map.
 JE1745
 JE1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1745
 JE1745.The geoid height was determined by GEOID03.
 JE1745
 JE1745;                    North         East     Units Scale Factor Converg.
 JE1745;SPC KS S     -   551,943.412   645,673.303   MT  0.99993701   +1 43 09.5
 JE1745;UTM  15      - 4,209,538.310   262,736.955   MT  1.00029338   -1 39 52.3
 JE1745
 JE1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1745!SPC KS S     -   0.99995024  x   0.99993701  =   0.99988725
 JE1745!UTM  15      -   0.99995024  x   1.00029338  =   1.00024361
 JE1745
 JE1745|---------------------------------------------------------------------|
 JE1745| PID    Reference Object                     Distance      Geod. Az  |
 JE1745|                                                           dddmmss.s |
 JE1745| CL5820 NANTZ RM 1                           46.488 METERS 05717     |
 JE1745| CL5819 NANTZ AZ MK                                        0622814.3 |
 JE1745| HE0854 PIQUA ST MARTINS CHURCH SPIRE       APPROX.17.2 KM 1230953.5 |
 JE1745| HE0856 YATES CTR WOODSON CO CTHSE          APPROX.13.7 KM 1912830.0 |
 JE1745| HE0857 YATES CTR MUNICIPAL TANK            APPROX.13.5 KM 1914048.7 |
 JE1745| CL5821 NANTZ RM 2                           45.226 METERS 30432     |
 JE1745| JE1749 DOUGLASS                            APPROX.18.9 KM 3384739.2 |
 JE1745|---------------------------------------------------------------------|
 JE1745
 JE1745                          SUPERSEDED SURVEY CONTROL
 JE1745
 JE1745  NAD 83(1997)-  38 00 08.99219(N)    095 42 08.07057(W) AD(       ) 1
 JE1745  NAD 83(1986)-  38 00 08.98904(N)    095 42 08.06287(W) AD(       ) 1
 JE1745  NAD 27      -  38 00 08.88000(N)    095 42 07.11700(W) AD(       ) 1
 JE1745
 JE1745.Superseded values are not recommended for survey control.
 JE1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1745.See file dsdata.txt to determine how the superseded data were derived.
 JE1745
 JE1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6273709538(NAD 83)
 JE1745_MARKER: DS = TRIANGULATION STATION DISK
 JE1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1745_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1745
 JE1745  HISTORY     - Date     Condition        Report By
 JE1745  HISTORY     - 1934     MONUMENTED       CGS
 JE1745  HISTORY     - 1976     GOOD             NGS
 JE1745
 JE1745                          STATION DESCRIPTION
 JE1745
 JE1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JE1745'STATION IS IN THE SW 1/4 SEC. 31, T 23 S, R 16 E, ON PROPERTY
 JE1745'OWNED BY MR. NANTZ, AND ABOUT 8 MILES E OF N OF YATES CENTER AND
 JE1745'8 MILES W OF NEOSHO FALLS.  MARK IS 25 FEET W OF W EDGE OF CORN
 JE1745'FIELD, 27.5 FEET E OF CENTER LINE OF GRAVEL ROAD, 103 FEET S OF
 JE1745'ROAD INTO HOUSE, AND 175 FEET S OF RANGE OF S SIDE OF HOUSE,
 JE1745'AND IS FLUSH WITH THE GROUND.
 JE1745'
 JE1745'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JE1745'BRONZE DISKS SET IN CONCRETE.
 JE1745'
 JE1745'REFERENCE MARK NO. 1 IS ON TREE LINE BETWEEN HOUSE AND CORNFIELD.
 JE1745'IT IS NE OF STATION, 154 FEET E OF CENTER LINE OF GRAVEL
 JE1745'ROAD, AND 82 FEET S OF SE CORNER OF HOUSE, AND IS FLUSH WITH
 JE1745'THE GROUND.
 JE1745'
 JE1745'REFERENCE MARK NO. 2 IS IN FIELD NW OF STATION, 1 FOOT S OF FENCE
 JE1745'LINE, AND 98 FEET W OF CENTER LINE OF GRAVEL ROAD, AND IS FLUSH
 JE1745'WITH THE GROUND.
 JE1745'
 JE1745'AZIMUTH MARK IS ON SCHOOL PROPERTY ABOUT A MILE NE OF STATION.
 JE1745'IT IS ABOUT 18 FEET E OF ROAD RUNNING N AND S AND ABOUT 75 FEET N
 JE1745'OF ROAD RUNNING E AND W, AND ABOUT 300 FEET FROM SCHOOL BUILDING.
 JE1745'
 JE1745'TO REACH AZIMUTH MARK FROM STATION, GO N ON GRAVEL ROAD 0.5 MILE,
 JE1745'TURN E AND GO 1.0 MILE TO SCHOOL AND MARK.
 JE1745'
 JE1745'TO REACH STATION FROM YATES CENTER AT COURTHOUSE, GO N ON U.S.
 JE1745'HIGHWAY 75 FOR 9.0 MILES TO A NARROW GRAVEL ROAD.  FOLLOW THIS E
 JE1745'2.0 MILES AND TURN S ON ANOTHER GRAVEL ROAD.  FOLLOW THIS 0.5
 JE1745'MILE TO STATION ON E SIDE OF ROAD.
 JE1745'
 JE1745'HEIGHT OF LIGHT ABOVE STATION MARK- 11.2 METERS.
 JE1745
 JE1745                          STATION RECOVERY (1976)
 JE1745
 JE1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JE1745'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 JE1745'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 JE1745'SEARCHED FOR AND NOT FOUND.  THE SCHOOL BUILDING AT THE SITE OF THE
 JE1745'AZIMUTH MARK HAD BEEN REMOVED AND THE AREA IS FARMED AND THE ROAD
 JE1745'IN THE AREA HAD BEEN REBUILT SO IT IS BELIEVED THE MARK HAD
 JE1745'BEEN DESTROYED AS THE MEASUREMENT FROM THE ROAD SHOW THE MARK TO
 JE1745'FALL IN THE ROAD DITCH.
 JE1745'
 JE1745'FOLLOWING IS A NEW COMPLETE DESCRIPTION.
 JE1745'
 JE1745'THE STATION IS LOCATED ABOUT 8.0 MILES EAST OF NORTH OF YATES CENTER
 JE1745'AND 8.0 MILES WEST OF NEOSHO FALLS, IN THE SOUTHWEST QUARTER OF
 JE1745'SECTION 31, T 23 S, R 16 E AND THE STATION MARK AND REFERENCE MARK
 JE1745'1 ARE ON PROPERTY OWNED BY MR. CLYDE BREWER, RT 2 YATES CENTER
 JE1745'66783 AND REFERENCE MARK 2 IS ON PROPERTY OWNED BY MR. W.I. SMITH
 JE1745'RT 4 YATES CENTER 66783 AND BOTH PROPERTY OWNERS WERE CONTACTED
 JE1745'THIS DATE.
 JE1745'
 JE1745'TO REACH THE STATION FROM THE COURTHOUSE IN YATES CENTER, GO WEST
 JE1745'ON W RUTLEDGE STREET FOR 0.35 MILE TO US HIGHWAY 75, TURN RIGHT AND
 JE1745'GO NORTH ON HIGHWAY 75 FOR 8.45 MILES TO A SIDE ROAD ON THE RIGHT,
 JE1745'TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 2.0 MILES TO A SIDE
 JE1745'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR
 JE1745'0.5 MILE TO THE STATION ON THE LEFT.
 JE1745'
 JE1745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES E OF
 JE1745'N OF YATES CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0836 ***********************************************************************
 KF0836  DESIGNATION -  NARKA
 KF0836  PID         -  KF0836
 KF0836  STATE/COUNTY-  KS/REPUBLIC
 KF0836  USGS QUAD   -  NARKA (1966)
 KF0836
 KF0836                         *CURRENT SURVEY CONTROL
 KF0836  ___________________________________________________________________
 KF0836* NAD 83(1997)-  39 55 00.64369(N)    097 25 30.97637(W)     ADJUSTED  
 KF0836* NAVD 88     -       484.     (meters)    1588.     (feet)  SCALED    
 KF0836  ___________________________________________________________________
 KF0836  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 KF0836  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 KF0836
 KF0836  HORZ ORDER  -  THIRD
 KF0836
 KF0836.The horizontal coordinates were established by classical geodetic methods
 KF0836.and adjusted by the National Geodetic Survey in October 1998..
 KF0836
 KF0836.The orthometric height was scaled from a topographic map.
 KF0836
 KF0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0836
 KF0836.The geoid height was determined by GEOID03.
 KF0836
 KF0836;                    North         East     Units Scale Factor Converg.
 KF0836;SPC KS N     -   175,952.499   449,138.657   MT  1.00002439   +0 21 49.1
 KF0836;SPC NE       -    12,550.735   720,108.447   MT  1.00003860   +1 42 22.6
 KF0836;UTM  14      - 4,419,714.869   634,584.312   MT  0.99982299   +1 00 38.2
 KF0836
 KF0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0836!SPC KS N     -   0.99992825  x   1.00002439  =   0.99995264
 KF0836!SPC NE       -   0.99992825  x   1.00003860  =   0.99996685
 KF0836!UTM  14      -   0.99992825  x   0.99982299  =   0.99975126
 KF0836
 KF0836:                Primary Azimuth Mark                     Grid Az
 KF0836:SPC KS N     -  NARKA AZ MK                              181 30 37.3
 KF0836:SPC NE       -  NARKA AZ MK                              180 10 03.8
 KF0836:UTM  14      -  NARKA AZ MK                              180 51 48.2
 KF0836
 KF0836|---------------------------------------------------------------------|
 KF0836| PID    Reference Object                     Distance      Geod. Az  |
 KF0836|                                                           dddmmss.s |
 KF0836| CO1913 NARKA AZ MK                                        1815226.4 |
 KF0836| CO1914 NARKA RM 1                           23.668 METERS 22929     |
 KF0836| CO1915 NARKA RM 2                           23.339 METERS 30929     |
 KF0836| KF0835 NARKA MUNICIPAL STANDPIPE           APPROX. 4.8 KM 3575941.7 |
 KF0836|---------------------------------------------------------------------|
 KF0836
 KF0836                          SUPERSEDED SURVEY CONTROL
 KF0836
 KF0836  NAD 83(1997)-  39 55 00.64555(N)    097 25 30.97564(W) AD(       ) 3
 KF0836  NAD 83(1986)-  39 55 00.64960(N)    097 25 30.97555(W) AD(       ) 3
 KF0836  NAD 27      -  39 55 00.64100(N)    097 25 29.83100(W) AD(       ) 3
 KF0836
 KF0836.Superseded values are not recommended for survey control.
 KF0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0836.See file dsdata.txt to determine how the superseded data were derived.
 KF0836
 KF0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK3458419715(NAD 83)
 KF0836_MARKER: DS = TRIANGULATION STATION DISK
 KF0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0836
 KF0836  HISTORY     - Date     Condition        Report By
 KF0836  HISTORY     - 1950     MONUMENTED       CGS
 KF0836  HISTORY     - 1963     SEE DESCRIPTION  CGS
 KF0836  HISTORY     - 1965     MARK NOT FOUND   CGS
 KF0836
 KF0836                          STATION DESCRIPTION
 KF0836
 KF0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0836'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH OF NARKA AND
 KF0836'6.0 MILES EAST OF MUNDEN ON THE EAST SIDE OF A ROAD RIGHT-OF-WAY.
 KF0836'IT IS ON THE WEST EDGE OF A CULTIVATED FIELD AND 28.0 FEET EAST
 KF0836'OF THE CENTER OF COUNTY ROAD NO. 813.  IT IS 14 INCHES BELOW
 KF0836'THE SURFACE OF THE GROUND AND IS STAMPED NARKA 1950.
 KF0836'
 KF0836'REFERENCE MARK NO. 1 IS LOCATED IN A NORTH-SOUTH FENCE AND
 KF0836'IS 29.0 FEET WEST OF THE CENTER OF COUNTY ROAD NO. 813.  IT IS
 KF0836'SET FLUSH WITH THE GROUND AND IS STAMPED NARKA NO 1 1950.
 KF0836'
 KF0836'REFERENCE MARK NO. 2 IS 1.0 FOOT EAST OF A NORTH-SOUTH FENCE
 KF0836'AND 29.0 FEET WEST OF THE CENTER OF COUNTY ROAD NO. 813.
 KF0836'IT PROJECTS 2 INCHES AND IS STAMPED NARKA NO 2 1950.
 KF0836'
 KF0836'THE AZIMUTH MARK IS 29.0 FEET WEST OF THE CENTER OF COUNTY
 KF0836'ROAD NO. 813, 2.5 FEET NORTH OF A TELEPHONE POLE AND 1.5
 KF0836'FEET NORTH OF A WITNESS POST.  IT PROJECTS 4 INCHES AND IS
 KF0836'STAMPED NARKA 1950.
 KF0836'
 KF0836'TO REACH THE STATION FROM THE POST OFFICE IN NARKA, GO SOUTH ONE
 KF0836'BLOCK TO A CROSS STREET AT A CHURCH IN THE NORTHEAST ANGLE,
 KF0836'TURN LEFT AND GO EAST FOR 0.15 MILE TO A CROSSROAD AT JUNCTION
 KF0836'OF COUNTY ROADS NO. 318 AND NO. 813, TURN RIGHT AND GO
 KF0836'SOUTH ON COUNTY ROAD NO. 813 FOR 2.95 MILES AND THE STATION
 KF0836'ON THE LEFT AS DESCRIBED.
 KF0836'
 KF0836'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON COUNTY ROAD
 KF0836'NO. 813 FOR 0.35 MILE AND THE AZIMUTH MARK ON THE RIGHT
 KF0836'AS DESCRIBED.
 KF0836
 KF0836                          STATION RECOVERY (1963)
 KF0836
 KF0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0836'THIS STATION AND BOTH REFERENCE MARKS WERE FOUND IN THE DITCH NEAR
 KF0836'THE SITE OF THE DESCRIBED LOCATION.  THE AZIMUTH MARK WAS FOUND
 KF0836'STILL IN THE GROUND, BUT IT HAD BEEN HIT BY ROAD MACHINERY
 KF0836'AND WAS TILTED.  AFTER COMPUTING SOME AZIMUTHS TO WATER
 KF0836'TANKS WHICH ARE VISIBLE FROM THIS STATION, AN ATTEMPT WILL BE
 KF0836'MADE TO RECOVER THE UNDERGROUND STATION MARK, WHEN IN THE AREA.
 KF0836
 KF0836                          STATION RECOVERY (1965)
 KF0836
 KF0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0836'THE STATION MARK AND THE TWO REFERENCE MARKS HAVE BEEN DESTROYED, THE
 KF0836'TWO REFERENCE MARKS WERE FOUND LYING THE GRADER DITCH OF THE ROAD,
 KF0836'THE SUB-SURFACE STATION MARK WAS SEARCHED FOR AND NOT RECOVERED, IT
 KF0836'APPEARS THAT THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0835 ***********************************************************************
 KF0835  DESIGNATION -  NARKA MUNICIPAL STANDPIPE
 KF0835  PID         -  KF0835
 KF0835  STATE/COUNTY-  KS/REPUBLIC
 KF0835  USGS QUAD   -  NARKA (1966)
 KF0835
 KF0835                         *CURRENT SURVEY CONTROL
 KF0835  ___________________________________________________________________
 KF0835* NAD 83(1997)-  39 57 35.11027(N)    097 25 38.00379(W)     ADJUSTED  
 KF0835* NAVD 88     -                                                        
 KF0835  ___________________________________________________________________
 KF0835  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 KF0835  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 KF0835
 KF0835  HORZ ORDER  -  THIRD
 KF0835
 KF0835.The horizontal coordinates were established by classical geodetic methods
 KF0835.and adjusted by the National Geodetic Survey in October 1998..
 KF0835
 KF0835
 KF0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0835
 KF0835.The geoid height was determined by GEOID03.
 KF0835
 KF0835;                    North         East     Units Scale Factor Converg.
 KF0835;SPC KS N     -   180,715.638   448,941.625   MT  1.00003338   +0 21 44.7
 KF0835;SPC NE       -    17,307.948   719,799.867   MT  1.00001842   +1 42 17.9
 KF0835;UTM  14      - 4,424,474.496   634,333.525   MT  0.99982215   +1 00 37.0
 KF0835
 KF0835                          SUPERSEDED SURVEY CONTROL
 KF0835
 KF0835  NAD 83(1997)-  39 57 35.11062(N)    097 25 38.00343(W) AD(       ) 4
 KF0835  NAD 83(1986)-  39 57 35.11604(N)    097 25 38.00313(W) AD(       ) 4
 KF0835  NAD 27      -  39 57 35.08800(N)    097 25 36.86000(W) AD(       ) 3
 KF0835
 KF0835.Superseded values are not recommended for survey control.
 KF0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0835.See file dsdata.txt to determine how the superseded data were derived.
 KF0835
 KF0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK3433424474(NAD 83)
 KF0835_MARKER: 52 = STANDPIPE TANK
 KF0835_MARK LOGO: CGS   
 KF0835
 KF0835  HISTORY     - Date     Condition        Report By
 KF0835  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF0835  HISTORY     - 1947     GOOD             CGS
 KF0835  HISTORY     - 1950     GOOD             CGS
 KF0835  HISTORY     - 1965     GOOD             CGS
 KF0835  HISTORY     - 19860521 GOOD             NGS
 KF0835
 KF0835                          STATION DESCRIPTION
 KF0835
 KF0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0835'THE STATION IS LOCATED IN THE EAST EDGE OF THE TOWN, 65
 KF0835'FEET SOUTH OF A EAST-WEST STREET AND 60 FEET WEST OF A NORTH-SOUTH
 KF0835'STREET.  IT IS A CYLINDRICAL CEMENT STRUCTURE WITH A FINIAL
 KF0835'ON THE TOP.  IT HAS A OVERALL HEIGHT OF APPROXIMATELY 100
 KF0835'FEET AND IS 18 FEET IN DIAMETER.  THE POINT OBSERVED WAS
 KF0835'THE CENTER OF THE STANDPIPE.
 KF0835
 KF0835                          STATION RECOVERY (1947)
 KF0835
 KF0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 KF0835'RECOVERED IN GOOD CONDITION.
 KF0835
 KF0835                          STATION RECOVERY (1950)
 KF0835
 KF0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0835'THE STATION IS LOCATED IN THE CENTER OF TOWN, 1 BLOCK SOUTHEAST
 KF0835'OF THE BUSINESS DISTRICT, 50 FEET NORTH OF EAST-WEST STREET
 KF0835'AND 45 FEET WEST OF NORTH-SOUTH STREET.  IT IS A CYLINDRICAL
 KF0835'CONCRETE STRUCTURE WITH AN OVERALL HEIGHT OF 130 FEET.
 KF0835'THE POINT OBSERVED UPON WAS THE POINT OF THE DOME SHAPED
 KF0835'ROOF OF THE STANDPIPE.
 KF0835'
 KF0835'PROBABLY SAME AS STATION LOCATED IN 1947.
 KF0835
 KF0835                          STATION RECOVERY (1965)
 KF0835
 KF0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0835'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KF0835
 KF0835                          STATION RECOVERY (1986)
 KF0835
 KF0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0776 ***********************************************************************
 KH0776  DESIGNATION -  NASH
 KH0776  PID         -  KH0776
 KH0776  STATE/COUNTY-  KS/SHERIDAN
 KH0776  USGS QUAD   -  MENLO (1979)
 KH0776
 KH0776                         *CURRENT SURVEY CONTROL
 KH0776  ___________________________________________________________________
 KH0776* NAD 83(1997)-  39 18 11.71306(N)    100 43 15.57674(W)     ADJUSTED  
 KH0776* NAVD 88     -       896.     (meters)    2940.     (feet)  SCALED    
 KH0776  ___________________________________________________________________
 KH0776  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 KH0776  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 KH0776
 KH0776  HORZ ORDER  -  THIRD
 KH0776
 KH0776.The horizontal coordinates were established by classical geodetic methods
 KH0776.and adjusted by the National Geodetic Survey in October 1998..
 KH0776
 KH0776.The orthometric height was scaled from a topographic map.
 KH0776
 KH0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0776
 KH0776.The geoid height was determined by GEOID03.
 KH0776
 KH0776;                    North         East     Units Scale Factor Converg.
 KH0776;SPC KS N     -   111,198.187   165,344.925   MT  0.99995727   -1 43 17.8
 KH0776;UTM  14      - 4,351,841.725   351,609.913   MT  0.99987112   -1 05 25.1
 KH0776
 KH0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0776!SPC KS N     -   0.99986329  x   0.99995727  =   0.99982056
 KH0776!UTM  14      -   0.99986329  x   0.99987112  =   0.99973442
 KH0776
 KH0776|---------------------------------------------------------------------|
 KH0776| PID    Reference Object                     Distance      Geod. Az  |
 KH0776|                                                           dddmmss.s |
 KH0776| CO1917 NASH RM 1                            22.772 METERS 27037     |
 KH0776| CO1918 NASH RM 2                            13.483 METERS 35813     |
 KH0776| CO1916 NASH AZ MK                                         3583715.6 |
 KH0776|---------------------------------------------------------------------|
 KH0776
 KH0776                          SUPERSEDED SURVEY CONTROL
 KH0776
 KH0776  NAD 83(1986)-  39 18 11.71620(N)    100 43 15.57921(W) AD(       ) 3
 KH0776  NAD 27      -  39 18 11.70000(N)    100 43 14.05100(W) AD(       ) 3
 KH0776
 KH0776.Superseded values are not recommended for survey control.
 KH0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0776.See file dsdata.txt to determine how the superseded data were derived.
 KH0776
 KH0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ5161051842(NAD 83)
 KH0776_MARKER: DS = TRIANGULATION STATION DISK
 KH0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0776
 KH0776  HISTORY     - Date     Condition        Report By
 KH0776  HISTORY     - 1950     MONUMENTED       CGS
 KH0776
 KH0776                          STATION DESCRIPTION
 KH0776
 KH0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0776'THE STATION IS LOCATED 3.6 MILES SOUTH OF MENLO.  IT IS 38.0
 KH0776'FEET EAST OF THE CENTER OF A GRAVELED ROAD, 12.0 FEET NORTH OF
 KH0776'A WIRE GATE AND 2.0 FEET EAST OF A FENCE LINE.  IT IS STAMPED
 KH0776'NASH 1950 AND PROJECTS 5 INCHES.
 KH0776'
 KH0776'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY AND 36.0
 KH0776'FEET WEST OF THE CENTER OF A GRAVELED ROAD.  IT IS STAMPED
 KH0776'NASH NO 1 1950 AND PROJECTS 2 INCHES.
 KH0776'
 KH0776'REFERENCE MARK NO. 2 IS 38.0 FEET EAST OF THE CENTER OF A
 KH0776'GRAVELED ROAD AND 6 INCHES EAST OF A FENCE LINE.  IT IS STAMPED
 KH0776'NASH NO 2 1950 AND PROJECTS 5 INCHES.
 KH0776'
 KH0776'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 85.24 FEET.
 KH0776'
 KH0776'THE AZIMUTH MARK IS 34.0 FEET WEST OF THE CENTER OF A GRAVELED
 KH0776'ROAD, 24.0 FEET NORTH OF THE CENTER OF A FARM DRIVEWAY, 1.0
 KH0776'FOOT EAST OF A FENCE CORNER AND 1.0 FOOT SOUTHEAST OF A
 KH0776'WITNESS POST.  IT IS STAMPED NASH 1950 AND PROJECTS 4 INCHES.
 KH0776'
 KH0776'TO REACH THE STATION FROM THE POST OFFICE, GO EAST ON GRAVELED
 KH0776'ROAD FOR 0.2 MILE TO CROSSROAD, TURN RIGHT AND GO SOUTH ON
 KH0776'COUNTY ROUTE NO. 465 FOR 3.1 MILE TO THE AZIMUTH MARK ON THE
 KH0776'RIGHT AS DESCRIBED.  CONTINUE SOUTH ON COUNTY ROUTE NO. 465
 KH0776'FOR 0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0741 ***********************************************************************
 KG0741  DESIGNATION -  NATOMA
 KG0741  PID         -  KG0741
 KG0741  STATE/COUNTY-  KS/ROOKS
 KG0741  USGS QUAD   -  NATOMA (1978)
 KG0741
 KG0741                         *CURRENT SURVEY CONTROL
 KG0741  ___________________________________________________________________
 KG0741* NAD 83(1997)-  39 09 16.85178(N)    099 02 52.30993(W)     ADJUSTED  
 KG0741* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 KG0741  ___________________________________________________________________
 KG0741  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 KG0741  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 KG0741
 KG0741  HORZ ORDER  -  SECOND
 KG0741
 KG0741.The horizontal coordinates were established by classical geodetic methods
 KG0741.and adjusted by the National Geodetic Survey in October 1998..
 KG0741
 KG0741.The orthometric height was scaled from a topographic map.
 KG0741
 KG0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0741
 KG0741.The geoid height was determined by GEOID03.
 KG0741
 KG0741;                    North         East     Units Scale Factor Converg.
 KG0741;SPC KS N     -    91,702.703   309,431.096   MT  0.99995825   -0 39 46.8
 KG0741;UTM  14      - 4,333,943.024   495,864.423   MT  0.99960021   -0 01 48.8
 KG0741
 KG0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0741!SPC KS N     -   0.99990489  x   0.99995825  =   0.99986315
 KG0741!UTM  14      -   0.99990489  x   0.99960021  =   0.99950514
 KG0741
 KG0741|---------------------------------------------------------------------|
 KG0741| PID    Reference Object                     Distance      Geod. Az  |
 KG0741|                                                           dddmmss.s |
 KG0741| CO1920 NATOMA RM 1                          27.097 METERS 03136     |
 KG0741| CO1921 NATOMA RM 2                          18.104 METERS 13439     |
 KG0741| CO1919 NATOMA AZ MK                                       1792219.7 |
 KG0741|---------------------------------------------------------------------|
 KG0741
 KG0741                          SUPERSEDED SURVEY CONTROL
 KG0741
 KG0741  NAD 83(1986)-  39 09 16.85894(N)    099 02 52.31053(W) AD(       ) 2
 KG0741  NAD 27      -  39 09 16.81900(N)    099 02 50.98300(W) AD(       ) 2
 KG0741
 KG0741.Superseded values are not recommended for survey control.
 KG0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0741.See file dsdata.txt to determine how the superseded data were derived.
 KG0741
 KG0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ9586433943(NAD 83)
 KG0741_MARKER: DS = TRIANGULATION STATION DISK
 KG0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0741
 KG0741  HISTORY     - Date     Condition        Report By
 KG0741  HISTORY     - 1950     MONUMENTED       CGS
 KG0741
 KG0741                          STATION DESCRIPTION
 KG0741
 KG0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0741'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH AND 1.0 MILE WEST
 KG0741'OF NATOMA AND 1.5 MILE NORTH OF THE SOUTHEAST CORNER OF ROOKS
 KG0741'COUNTY.  IT IS 46.0 FEET WEST OF A NORTH-SOUTH FENCE LINE, 13.0
 KG0741'FEET WEST OF THE CENTER OF A TRACK ROAD, 9.0 FEET SOUTH OF A
 KG0741'TRIANGULAR BLAZED POST AND 1.5 FEET EAST OF A WITNESS POST.  IT
 KG0741'IS STAMPED NATOMA 1950 AND PROJECTS 4 INCHES.
 KG0741'
 KG0741'REFERENCE MARK NO. 1 IS 31.0 FEET EAST OF THE CENTER OF A
 KG0741'TRACK ROAD AND 1.0 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT
 KG0741'IS STAMPED NATOMA NO 1 1950 AND PROJECTS 3 INCHES.
 KG0741'
 KG0741'REFERENCE MARK NO. 2 IS 31.0 FEET EAST OF THE CENTER OF A TRACK
 KG0741'ROAD, 7.0 FEET NORTH OF A POWERLINE POLE AND 1.0 FOOT WEST OF
 KG0741'A NORTH-SOUTH FENCE LINE.  IT IS STAMPED NATOMA NO 2 1950 AND
 KG0741'PROJECTS 3 INCHES.
 KG0741'
 KG0741'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 117.57 FEET.
 KG0741'
 KG0741'THE AZIMUTH MARK IS 31.0 FEET SOUTH OF THE CENTER OF A DIRT
 KG0741'ROAD, 17.0 FEET EAST OF THE CENTER OF A WIRE GATE, 2.0 FEET
 KG0741'NORTHEAST OF A CORNER POST AND 1.0 FOOT WEST OF A WITNESS POST.
 KG0741'IT IS STAMPED NATOMA 1950 AND PROJECTS 4 INCHES.
 KG0741'
 KG0741'TO REACH THE STATION FROM THE POST OFFICE IN NATOMA, GO SOUTH
 KG0741'FOR 0.1 MILE TO A CROSS STREET, TURN LEFT AND GO EAST FOR
 KG0741'0.05 MILE TO A CROSS STREET.  TURN RIGHT AND GO SOUTH ON MAIN
 KG0741'ROAD FOR 2.95 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST
 KG0741'FOR 1.0 MILE TO A DIM T-ROAD RIGHT AND THE AZIMUTH MARK ON THE
 KG0741'LEFT AS DESCRIBED.  TURN RIGHT AND GO NORTH ON TRACK ROAD FOR
 KG0741'0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 KG0741'
 KG0741'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2044 ***********************************************************************
 JE2044  DESIGNATION -  NAVY
 JE2044  PID         -  JE2044
 JE2044  STATE/COUNTY-  KS/JOHNSON
 JE2044  USGS QUAD   -  GARDNER (1991)
 JE2044
 JE2044                         *CURRENT SURVEY CONTROL
 JE2044  ___________________________________________________________________
 JE2044* NAD 83(1997)-  38 50 23.52202(N)    094 54 21.36459(W)     ADJUSTED  
 JE2044* NAVD 88     -       320.6    (meters)    1052.     (feet)  VERTCON   
 JE2044  ___________________________________________________________________
 JE2044  X           -    -425,438.724 (meters)                     COMP
 JE2044  Y           -  -4,956,495.525 (meters)                     COMP
 JE2044  Z           -   3,978,667.482 (meters)                     COMP
 JE2044  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 JE2044  ELLIP HEIGHT-         289.21  (meters)          (10/02/98) GPS OBS
 JE2044  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JE2044
 JE2044  HORZ ORDER  -  SECOND
 JE2044  ELLP ORDER  -  FOURTH    CLASS I
 JE2044
 JE2044.This mark is at New Century Aircenter Airport (IXD)
 JE2044
 JE2044.The horizontal coordinates were established by classical geodetic methods
 JE2044.and adjusted by the National Geodetic Survey in October 1998..
 JE2044
 JE2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE2044
 JE2044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JE2044
 JE2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2044
 JE2044.The ellipsoidal height was determined by GPS observations
 JE2044.and is referenced to NAD 83.
 JE2044
 JE2044.The geoid height was determined by GEOID03.
 JE2044
 JE2044;                    North         East     Units Scale Factor Converg.
 JE2044;SPC KS N     -    60,819.331   668,573.862   MT  0.99998240   +1 57 27.6
 JE2044;UTM  15      - 4,300,732.525   334,583.844   MT  0.99993695   -1 11 44.1
 JE2044
 JE2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2044!SPC KS N     -   0.99995463  x   0.99998240  =   0.99993703
 JE2044!UTM  15      -   0.99995463  x   0.99993695  =   0.99989158
 JE2044
 JE2044|---------------------------------------------------------------------|
 JE2044| PID    Reference Object                     Distance      Geod. Az  |
 JE2044|                                                           dddmmss.s |
 JE2044| CN7546 NAVY RM 3                            13.701 METERS 07050     |
 JE2044| JE2047 THOMAS                              APPROX. 1.0 KM 0880136.7 |
 JE2044| CN7544 NAVY RM 1                            31.075 METERS 08852     |
 JE2044| JE2046 OLATHE NAVAL AIR STA BEACON         APPROX. 1.1 KM 1130437.8 |
 JE2044| JE2048 GARDNER FAA RADAR DOME              APPROX. 0.5 KM 1714427.3 |
 JE2044| CN7545 NAVY RM 2                            32.797 METERS 17957     |
 JE2044| JE2043 GARDNER MUNICIPAL TANK              APPROX. 3.5 KM 2053701.5 |
 JE2044| CN7547 NAVY RM 4                            16.205 METERS 28643     |
 JE2044|---------------------------------------------------------------------|
 JE2044
 JE2044                          SUPERSEDED SURVEY CONTROL
 JE2044
 JE2044  NAD 83(1986)-  38 50 23.52956(N)    094 54 21.36584(W) AD(       ) 2
 JE2044  NAD 27      -  38 50 23.50364(N)    094 54 20.49528(W) AD(       ) 2
 JE2044  NGVD 29 (07/19/86)  320.5    (m)         1052.     (f) VERT ANG       
 JE2044
 JE2044.Superseded values are not recommended for survey control.
 JE2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2044.See file dsdata.txt to determine how the superseded data were derived.
 JE2044
 JE2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3458400733(NAD 83)
 JE2044_MARKER: DS = TRIANGULATION STATION DISK
 JE2044_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JE2044_SP_SET: SURROUNDED BY MASS OF CONCRETE
 JE2044_STAMPING: NAVY 1948
 JE2044_MARK LOGO: CGS   
 JE2044_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE2044+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 JE2044
 JE2044  HISTORY     - Date     Condition        Report By
 JE2044  HISTORY     - 1948     MONUMENTED       CGS
 JE2044  HISTORY     - 1948     GOOD             CGS
 JE2044  HISTORY     - 1957     MARK NOT FOUND   USGS
 JE2044  HISTORY     - 1963     GOOD             CGS
 JE2044  HISTORY     - 1974     GOOD             NGS
 JE2044  HISTORY     - 1976     GOOD             NGS
 JE2044  HISTORY     - 19880714 GOOD             KS-209
 JE2044  HISTORY     - 20051015 GOOD             GEOCAC
 JE2044
 JE2044                          STATION DESCRIPTION
 JE2044
 JE2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2044'THE STATION IS LOCATED ABOUT 6.5 MILES WEST-SOUTHWEST OF OLATHE
 JE2044'AND 0.55 MILE WEST OF THE MAIN ENTRANCE TO THE OLATHE NAVAL
 JE2044'AIR STATION IN THE NORTHWEST CORNER OF THE AIR STATION GROUNDS
 JE2044'AND NEAR THE RADIO TRANSMITTER STATION.  IT IS 85 FEET NORTHWEST
 JE2044'OF THE NORTHWEST CORNER OF THE TRANSMITTER STATION, 20 FEET WEST
 JE2044'OF THE CENTER OF THE DRIVEWAY INTO THE STATION AND 17 FEET
 JE2044'SOUTH OF FENCE LINE.  IT IS STAMPED NAVY 1948 AND SET FLUSH
 JE2044'WITH THE GROUND SURFACE.
 JE2044'
 JE2044'REFERENCE MARK NO 1 IS EAST OF THE STATION, 15 FEET SOUTH OF THE
 JE2044'EAST-WEST FENCE LINE AND 40 FEET NORTHEAST OF THE NORTHERN MOST
 JE2044'ONE OF FOUR TALL RED AND WHITE PAINTED RADIO ANTENNA POLES.
 JE2044'IT IS STAMPED NAVY NO 1 1948 AND SET FLUSH WITH THE GROUND
 JE2044'SURFACE.
 JE2044'
 JE2044'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 19 FEET SOUTHWEST
 JE2044'OF THE SOUTHWEST CORNER OF THE RADIO TRANSMITTER STATION.  IT IS
 JE2044'STAMPED NAVY NO 2 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE2044'
 JE2044'TRIANGULATION STATION THOMAS WAS USED AS THE AZIMUTH MARK.  IT IS
 JE2044'ABOUT 0.6 MILES EAST-NORTHEAST OF THE STATION AND 0.05 MILE
 JE2044'EAST-NORTHEAST OF THE MAIN ENTRANCE TO THE OLATHE NAVAL AIR
 JE2044'STATION, 50 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD
 JE2044'TO THE AIR STATION, 85 FEET EAST OF THE EAST END OF GATE INTO
 JE2044'BARNYARD, 2 FEET NORTH OF EAST-WEST FENCE LINE, IT IS ON LAND
 JE2044'OWNED BY MR. T.H. GADELL OF KANSAS CITY AND OCCUPIED BY MR.
 JE2044'SAM SHARON.  IT IS STAMPED THOMAS 1885 AND SET FLUSH WITH THE
 JE2044'GROUND SURFACE.  TO REACH FROM THE STATION, GO EAST FOR 0.6
 JE2044'MILES TO THE MARK ON THE NORTH SIDE OF THE ROAD AS
 JE2044'DESCRIBED.
 JE2044'
 JE2044'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURT HOUSE
 JE2044'SQUARE IN OLATHE, GO WEST AND SOUTH ON U.S. HIGHWAY 50 FOR 4.8
 JE2044'MILES TO SIDE ROAD RIGHT TO THE OLATHE NAVAL AIR STATION, TURN
 JE2044'RIGHT AND GO WEST FOR 1.35 MILES TO MAIN ENTRANCE TO THE AIR
 JE2044'STATION ON THE LEFT, CONTINUE WEST ON GRAVELED ROAD FOR 0.55 MILE
 JE2044'TO GATE IN FENCE LINE AT THE RADIO TRANSMITTER STATION ON THE
 JE2044'SOUTH SIDE AND STATION AS DESCRIBED.
 JE2044'
 JE2044'A 74 FOOT SIGNAL AT STATION BONITA IS VISIBLE AT 64 FEET.
 JE2044'
 JE2044'A 100 FOOT SIGNAL AT STATION HASKIN 1885 IS VISIBLE AT 64 FEET.
 JE2044'
 JE2044'A 74 FOOT SIGNAL AT STATION SPRING IS VISIBLE AT 50 FEET.
 JE2044'
 JE2044'AN 87 FOOT SIGNAL AT STATION WAG IS VISIBLE AT 50 FEET.
 JE2044'
 JE2044'A 74 FOOT SIGNAL AT STATION TUGGLE IS VISIBLE AT 4 FEET.
 JE2044'
 JE2044'A 74 FOOT SIGNAL AT STATION BEBE MOUND 1887 IS VISIBLE AT 4 FEET.
 JE2044'
 JE2044'A 4 FOOT SIGNAL AT STATION M7 USGS IS VISIBLE AT 77 FEET.
 JE2044'
 JE2044'A 74 FOOT SIGNAL AT STATION OLATHE IS VISIBLE AT 64 FEET.
 JE2044'
 JE2044'A 10 FOOT SIGNAL AT STATION THOMAS 1885 IS VISIBLE AT 4 FEET.
 JE2044'
 JE2044'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JE2044
 JE2044                          STATION RECOVERY (1948)
 JE2044
 JE2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 JE2044'RECOVERED IN GOOD CONDITION.
 JE2044
 JE2044                          STATION RECOVERY (1957)
 JE2044
 JE2044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JE2044'STATION IS PROBABLY DESTROYED AS THERE HAS BEEN GRADING DONE
 JE2044'IN THIS AREA.  R.M. 1 WAS FOUND LYING ON THE TOP OF THE GROUND.
 JE2044
 JE2044                          STATION RECOVERY (1963)
 JE2044
 JE2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JE2044'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JE2044'IN GOOD CONDITION, EXCEPT BOTH REFERENCE MARKS WHICH HAD
 JE2044'BEEN DESTROYED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.
 JE2044'A COMPLETE DESCRIPTION FOLLOWS.
 JE2044'
 JE2044'STATION IS LOCATED ABOUT 6 AND 1/2 MILES WEST-SOUTHWEST OF THE
 JE2044'TOWN OF OLATHE AND 1/2 MILE WEST OF THE MAIN ENTRANCE GATE TO THE
 JE2044'OLATHE NAVAL AIR STATION NEAR THE NORTHWEST CORNER OF THE
 JE2044'NAVAL AIR STATION GROUNDS AND SOUTH ACROSS THE HARD-SURFACED
 JE2044'ROAD FROM A RADIO TRANSMITTER STATION, ABOUT 300 YARDS EAST OF
 JE2044'THE NORTHWEST CORNER OF THE AIR STATION GROUNDS, 18 FEET WEST
 JE2044'OF THE CENTERLINE OF DRIVEWAY TO TRANSMITTER STATION ON THE
 JE2044'NORTH SIDE OF HARD SURFACED ROAD WHEN THE CENTERLINE IS
 JE2044'EXTENDED SOUTH, 51 FEET SOUTH OF THE CENTERLINE OF
 JE2044'HARD-SURFACED ROAD ALONG THE NORTH SIDE OF NAVAL AIR
 JE2044'STATION GROUNDS, 16 FEET SOUTH OF STEEL STORM FENCE ALONG NORTH
 JE2044'SIDE OF THE GROUNDS, AND 1 FOOT WEST OF A NEW STEEL WITNESS
 JE2044'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 JE2044'THE DISK IS STAMPED NAVY 1948.
 JE2044'
 JE2044'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JE2044'STATE HIGHWAY 7 AT THE SOUTHWEST EDGE OF THE TOWN OF OLATHE WHICH
 JE2044'IS NEAR THEIR NEW MUNICIPAL WATER TANK, GO WEST AND SOUTH
 JE2044'ON U.S. HIGHWAY 56 FOR 3.3 MILES TO CROSSROADS AND A
 JE2044'HARD-SURFACED ROAD LEADING WEST TO OLATHE NAVAL AIR STATION.
 JE2044'TURN RIGHT AND FOLLOW HARD-SURFACED ROAD WEST FOR 2.2 MILES TO
 JE2044'THE MAIN ENTRANCE GATE TO OLATHE NAVAL AIR STATION AND THE
 JE2044'GUARD STATION.  GET PERMISSION AND INSTRUCTIONS FROM THE
 JE2044'GUARD-ON-DUTY TO PROCEED TO THE STATION WHICH IS 0.5 MILE WEST
 JE2044'ALONG THE NORTH BOUNDARY OF THE GROUNDS.
 JE2044'
 JE2044'REFERENCE MARK NO. 3 IS EAST-NORTHEAST OF THE STATION, 36 FEET
 JE2044'SOUTH OF THE CENTER OF HARD-SURFACED ROAD, 25 FEET EAST OF THE
 JE2044'CENTERLINE (EXTENDED SOUTH) OF DRIVEWAY TO TRANSMITTER STATION
 JE2044'ON NORTH SIDE OF HARD-SURFACED ROAD, AND 1 FOOT SOUTH OF THE
 JE2044'STEEL STORM FENCE ALONG THE NORTH SIDE OF GROUNDS.  THE MARK
 JE2044'PROJECTS 1 INCH AND THE DISK IS STAMPED NAVY NO 3 1948.
 JE2044'
 JE2044'REFERENCE MARK NO. 4 IS WEST-NORTHWEST OF THE STATION, 68 FEET
 JE2044'WEST OF THE CENTERLINE (EXTENDED SOUTH) OF DRIVEWAY TO TRANSMITTER
 JE2044'STATION ON THE NORTH SIDE OF HARD-SURFACED ROAD, AND 1 FOOT SOUTH
 JE2044'OF STEEL STORM FENCE ALONG THE NORTH SIDE OF GROUNDS.  THE MARK
 JE2044'PROJECTS 1 INCH AND THE DISK IS STAMPED NAVY NO 4 1948.
 JE2044'
 JE2044'TRIANGULATION STATION THOMAS 1885 WAS USED AS THE AZIMUTH MARK
 JE2044'FOR THIS STATION AND IS LOCATED 0.55 MILE EAST OF THE STATION,
 JE2044'0.05 MILE EAST-NORTHEAST OF THE MAIN ENTRANCE TO OLATHE NAVAL
 JE2044'AIR STATION, 106 FEET NORTH OF STEEL STORM FENCE ALONG THE NORTH
 JE2044'SIDE OF GROUNDS, 31 FEET WEST OF A NORTH-SOUTH STEEL STORM
 JE2044'FENCE, 56 FEET NORTH OF THE CENTERLINE OF ABANDONED PAVEMENT
 JE2044'FOR ROAD, AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE
 JE2044'MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 JE2044'STAMPED THOMAS 1885.
 JE2044'
 JE2044'TO REACH STATION THOMAS WHICH IS USED AS THE AZIMUTH MARK,
 JE2044'GO EAST ON AN ABANDONED PAVED ROAD ON THE NORTH SIDE OF STEEL
 JE2044'STORM FENCE FROM THE MAIN ENTRANCE TO THE OLATHE NAVAL AIR
 JE2044'STATION FOR 0.05 MILE TO THE MARK.
 JE2044'
 JE2044'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE2044
 JE2044                          STATION RECOVERY (1974)
 JE2044
 JE2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE2044'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED.  A
 JE2044'DIFFERENCE OF 2 MINUTES AND 39 SECONDS IN THE DIRECTION AND A
 JE2044'DIFFERENCE OF 0.03 FEET OR 0.009 METERS IN THE DISTANCE TO
 JE2044'REFERENCE MARK 3 WAS NOTED.  A DIFFERENCE OF 1 MINUTE AND 57
 JE2044'SECONDS IN THE DIRECTION AND A DIFFERENCE OF 0.03 FEET OR 0.009
 JE2044'METERS IN THE DISTANCE TO REFERENCE MARK 4 WAS NOTED.
 JE2044'FOLLOWING IS A NEW DESCRIPTION.
 JE2044'
 JE2044'THE STATION IS ABOUT 4 MILES SOUTHWEST OF OLATHE, 2-1/2 MILES
 JE2044'NORTHEAST OF GARDNER, 2 MILES WEST-NORTHWEST OF CLARE AND ON THE
 JE2044'GROUNDS OF THE JOHNSON COUNTY INDUSTRIAL AIRPORT, IN THE NW 1/4 OF
 JE2044'SEC 18, T 14 S, R 23 E.
 JE2044'
 JE2044'TO REACH THE STATION FROM THE POST OFFICE IN GARDNER, GO NORTH ON
 JE2044'ELM STREET FOR 0.05 MILE TO THE JUNCTION WITH U.S. HIGHWAY 56.  TURN
 JE2044'RIGHT AND GO EAST ON HIGHWAY 56 FOR 0.9 MILE TO THE JUNCTION WITH
 JE2044'MOONLIGHT ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON MOONLIGHT
 JE2044'ROAD FOR 1.9 MILES TO THE JUNCTION WITH 159TH STREET ON THE
 JE2044'RIGHT.  TURN RIGHT AND GO EAST ON 159TH STREET FOR 0.2 MILE TO THE
 JE2044'STATION ON THE RIGHT ACROSS A FENCE.
 JE2044'
 JE2044'STATION MARK IS A STANDARD DISK, STAMPED NAVY 1948, SET IN THE TOP
 JE2044'OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 JE2044'GROUND.  IT IS 45.9 FEET SOUTH OF THE CENTER OF 159TH STREET, 15.9
 JE2044'FEET SOUTH OF A CHAIN LINK FENCE AND 0.8 FOOT WEST OF A WITNESS
 JE2044'POST.
 JE2044'
 JE2044'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED NAVY NO 3 1948, SET IN
 JE2044'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 2
 JE2044'INCHES ABOVE THE GROUND.  IT IS 44.5 FEET EAST-NORTHEAST OF THE
 JE2044'WITNESS POST, 1.0 FOOT NORTH OF A 4 INCH IRON PIPE THAT IS PAINTED
 JE2044'BLACK AND YELLOW, 1.0 FOOT SOUTH OF THE CHAIN LINK FENCE AND
 JE2044'ABOUT THE SAME ELEVATION AS THE STATION.
 JE2044'
 JE2044'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED NAVY NO 4 1948, SET IN
 JE2044'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 3
 JE2044'INCHES ABOVE THE GROUND.  IT IS 54.0 FEET WEST-NORTHWEST OF THE
 JE2044'WITNESS POST, 1.0 FOOT NORTH OF A 4 INCH IRON PIPE, THAT IS
 JE2044'PAINTED BLACK AND YELLOW, 1.0 FOOT SOUTH OF THE CHAIN LINK FENCE
 JE2044'AND ABOUT THE SAME ELEVATION AS THE STATION.
 JE2044'
 JE2044'NOTE--TRIANGULATION STATION THOMAS 1885 WILL SERVE AS THE AZIMUTH
 JE2044'MARK.
 JE2044'
 JE2044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 JE2044'NORTH-NORTHWEST OF CLARE.
 JE2044'
 JE2044'HEIGHT OF LIGHT ABOVE STATION MARK 86.2 FEET.
 JE2044
 JE2044                          STATION RECOVERY (1976)
 JE2044
 JE2044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 JE2044'STATION MARK, RMS 3 AND 4 RECOVERED IN GOOD CONDITION.
 JE2044'
 JE2044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NNW OF
 JE2044'CLARE.
 JE2044
 JE2044                          STATION RECOVERY (1988)
 JE2044
 JE2044'RECOVERY NOTE BY WYANDOTTE COUNTY KANSAS 1988
 JE2044'RECOVERED IN GOOD CONDITION.
 JE2044
 JE2044                          STATION RECOVERY (2005)
 JE2044
 JE2044'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE2044'THE 1974 DESCRIPTION SHOULD BE USED TO FIND THE STATION. DELETE THE
 JE2044'REFERENCES TO THE CHAIN LINK FENCE, THE WITNESS POST AND THE 4 INCH
 JE2044'IRON PIPE NEAR REFERENCE MARK 3 AND 4.
 JE2044' 
 JE2044'ADD 1.0 FEET NORTH OF A USACE WITNESS POST TO THE DESCRIPTION FOR
 JE2044'REFERENCE MARK 3 AND 4.
 JE2044' 
 JE2044'THE AZIMUTH MARK (THOMAS) WAS REPORTED AS DESTROYED IN 1979.
 JE2044' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7127 ***********************************************************************
 DF7127  FBN         -  This is a Federal Base Network Control Station.
 DF7127  DESIGNATION -  NDS1 A
 DF7127  PID         -  DF7127
 DF7127  STATE/COUNTY-  KS/MONTGOMERY
 DF7127  USGS QUAD   -  CHERRYVALE (1979)
 DF7127
 DF7127                         *CURRENT SURVEY CONTROL
 DF7127  ___________________________________________________________________
 DF7127* NAD 83(1997)-  37 18 42.15847(N)    095 36 13.39131(W)     ADJUSTED  
 DF7127* NAVD 88     -       285.7    (meters)     937.     (feet)  GPS OBS   
 DF7127  ___________________________________________________________________
 DF7127  X           -    -495,981.225 (meters)                     COMP
 DF7127  Y           -  -5,055,028.525 (meters)                     COMP
 DF7127  Z           -   3,845,119.123 (meters)                     COMP
 DF7127  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DF7127  ELLIP HEIGHT-         255.50  (meters)          (08/12/03) GPS OBS
 DF7127  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DF7127
 DF7127  HORZ ORDER  -  B
 DF7127  ELLP ORDER  -  FOURTH    CLASS I
 DF7127
 DF7127.This is a reference station for the NEODESHA (2)
 DF7127.National Continuously Operating Reference Station (NDS1).
 DF7127
 DF7127.The horizontal coordinates were established by GPS observations
 DF7127.and adjusted by the National Geodetic Survey in August 2003..
 DF7127
 DF7127.The orthometric height was determined by GPS observations and a
 DF7127.high-resolution geoid model.
 DF7127
 DF7127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7127
 DF7127.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7127
 DF7127.The ellipsoidal height was determined by GPS observations
 DF7127.and is referenced to NAD 83.
 DF7127
 DF7127.The geoid height was determined by GEOID03.
 DF7127
 DF7127;                    North         East     Units Scale Factor Converg.
 DF7127;SPC KS S     -   475,577.895   656,703.065   MT  0.99999145   +1 46 47.4
 DF7127;UTM  15      - 4,132,631.560   269,259.121   MT  1.00025589   -1 34 44.2
 DF7127
 DF7127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7127!SPC KS S     -   0.99995991  x   0.99999145  =   0.99995136
 DF7127!UTM  15      -   0.99995991  x   1.00025589  =   1.00021579
 DF7127
 DF7127                          SUPERSEDED SURVEY CONTROL
 DF7127
 DF7127.No superseded survey control is available for this station.
 DF7127
 DF7127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6925932632(NAD 83)
 DF7127_MARKER: DB = BENCH MARK DISK
 DF7127_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF7127+WITH SETTING: INFORMATION.
 DF7127_STAMPING: NDS1 A 2002
 DF7127_MARK LOGO: NGS   
 DF7127_PROJECTION: FLUSH
 DF7127_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7127+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF7127_ROD/PIPE-DEPTH: 1.0  meters
 DF7127_SLEEVE-DEPTH  : 0.4 meters
 DF7127
 DF7127  HISTORY     - Date     Condition        Report By
 DF7127  HISTORY     - 2002     MONUMENTED       NGS
 DF7127
 DF7127                          STATION DESCRIPTION
 DF7127
 DF7127'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 DF7127'THE STATION IS ABOUT 6.O KM (3.7 MILES) NORTHWEST OF CHERRYVALE, ON
 DF7127'COUNTY
 DF7127'ROAD RIGHT-OF-WAY. TO REACH THE STATION FROM THE POST OFFICE IN
 DF7127'CHERRYVALE, GO SOUTH
 DF7127'FOR 0.1 KM (0.06 MILES) ON NORTH NEOSHO STREET, THEN TURN RIGHT AND GO
 DF7127'WESTERLY FOR 4.4
 DF7127'KM (2.7 MILES) ON WEST MAIN STREET,  THEN TURN RIGHT AND GO NORTH FOR
 DF7127'4.8 KM (3.0
 DF7127'MILES) ON COUNTY ROAD 5100, THEN TURN LEFT AND GO WEST FOR  0.14 KM
 DF7127'(0.09
 DF7127'MILES) ON COUNTY ROAD 5600 TO THE STATION ON RIGHT, AT THE TOP OF A
 DF7127'HILL.  LOCATED 70.0 M
 DF7127'EAST OF THE CENTER OF A FIELD ENTRANCE GATE, 7.1 M NORTH OF THE ROAD
 DF7127'CENTER, 0.5 M SOUTH
 DF7127'OF A WITNESS POST AND FENCE, 0.3 M ABOVE THE LEVEL OF THE ROAD.
 DF7127'NOTE--ACCESS TO THE
 DF7127'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 DF7127'MEET CLASS A
 DF7127'REQUIREMENTS.  THE ROD WAS DRIVEN TO REFUSAL AND IS ANCHORED.  THIS IS
 DF7127'A CORS REFERENCE
 DF7127'STATION.
 DF7127'
 DF7127'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7128 ***********************************************************************
 DF7128  CBN         -  This is a Cooperative Base Network Control Station.
 DF7128  DESIGNATION -  NDS1 B
 DF7128  PID         -  DF7128
 DF7128  STATE/COUNTY-  KS/MONTGOMERY
 DF7128  USGS QUAD   -  CHERRYVALE (1979)
 DF7128
 DF7128                         *CURRENT SURVEY CONTROL
 DF7128  ___________________________________________________________________
 DF7128* NAD 83(1997)-  37 17 49.19409(N)    095 35 56.11101(W)     ADJUSTED  
 DF7128* NAVD 88     -       272.6    (meters)     894.     (feet)  GPS OBS   
 DF7128  ___________________________________________________________________
 DF7128  X           -    -495,653.260 (meters)                     COMP
 DF7128  Y           -  -5,056,044.569 (meters)                     COMP
 DF7128  Z           -   3,843,812.334 (meters)                     COMP
 DF7128  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DF7128  ELLIP HEIGHT-         242.39  (meters)          (08/12/03) GPS OBS
 DF7128  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DF7128
 DF7128  HORZ ORDER  -  B
 DF7128  ELLP ORDER  -  FOURTH    CLASS I
 DF7128
 DF7128.This is a reference station for the NEODESHA (2)
 DF7128.National Continuously Operating Reference Station (NDS1).
 DF7128
 DF7128.The horizontal coordinates were established by GPS observations
 DF7128.and adjusted by the National Geodetic Survey in August 2003..
 DF7128
 DF7128.The orthometric height was determined by GPS observations and a
 DF7128.high-resolution geoid model.
 DF7128
 DF7128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7128
 DF7128.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7128
 DF7128.The ellipsoidal height was determined by GPS observations
 DF7128.and is referenced to NAD 83.
 DF7128
 DF7128.The geoid height was determined by GEOID03.
 DF7128
 DF7128;                    North         East     Units Scale Factor Converg.
 DF7128;SPC KS S     -   473,959.100   657,179.167   MT  0.99999418   +1 46 58.1
 DF7128;UTM  15      - 4,130,987.224   269,639.669   MT  1.00025373   -1 34 31.8
 DF7128
 DF7128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7128!SPC KS S     -   0.99996196  x   0.99999418  =   0.99995614
 DF7128!UTM  15      -   0.99996196  x   1.00025373  =   1.00021568
 DF7128
 DF7128                          SUPERSEDED SURVEY CONTROL
 DF7128
 DF7128.No superseded survey control is available for this station.
 DF7128
 DF7128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6964030987(NAD 83)
 DF7128_MARKER: DB = BENCH MARK DISK
 DF7128_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF7128+WITH SETTING: INFORMATION.
 DF7128_STAMPING: NDS1 B 2002
 DF7128_MARK LOGO: NGS   
 DF7128_PROJECTION: FLUSH
 DF7128_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7128+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF7128_ROD/PIPE-DEPTH: 1.2  meters
 DF7128_SLEEVE-DEPTH  : 0.9 meters
 DF7128
 DF7128  HISTORY     - Date     Condition        Report By
 DF7128  HISTORY     - 2002     MONUMENTED       NGS
 DF7128
 DF7128                          STATION DESCRIPTION
 DF7128
 DF7128'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 DF7128'THE STATION IS ABOUT 4.5 KM (2.8 MILES) NORTHWEST OF CHERRYVALE, ON
 DF7128'COUNTY ROAD
 DF7128'RIGHT-OF-WAY. TO REACH THE STATION FROM THE POST OFFICE IN CHERRYVALE,
 DF7128'GO SOUTH FOR 0.1
 DF7128'KM (0.06 MILES) ON NORTH NEOSHO STREET, THEN TURN RIGHT AND GO
 DF7128'WESTERLY FOR 4.4 KM (2.7
 DF7128'MILES) ON WEST MAIN STREET, THEN TURN RIGHT AND GO NORTH FOR 3.2 KM
 DF7128'(1.9 MILES) ON COUNTY
 DF7128'ROAD 5100, THEN TURN RIGHT AND GO EAST FOR 0.3 KM (0.12 MILES) ON
 DF7128'COUNTY ROAD 5400 TO
 DF7128'THE STATION ON RIGHT, AT THE TOP OF A HILL.  LOCATED 15.0 M WEST OF A
 DF7128'UTILITY POLE WITH A
 DF7128'TRANSFORMER AND METER, 7.8 M SOUTH OF THE ROAD CENTER, 6.9 M EAST OF
 DF7128'THE CENTER OF A
 DF7128'METAL GATE, 0.5 M NORTH OF A WITNESS POST AND FENCE, 0.5 M ABOVE THE
 DF7128'LEVEL OF THE ROAD.
 DF7128'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 DF7128'SLEEVE DEPTH DOES
 DF7128'NOT MEET CLASS A REQUIREMENTS.  THE ROD WAS DRIVEN TO REFUSAL AND IS
 DF7128'ANCHORED.  THIS IS
 DF7128'A CORS REFERENCE STATION.
 DF7128'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5432 ***********************************************************************
 AE5432  FBN         -  This is a Federal Base Network Control Station.
 AE5432  DESIGNATION -  NDSK A
 AE5432  PID         -  AE5432
 AE5432  STATE/COUNTY-  KS/WILSON
 AE5432  USGS QUAD   -  NEODESHA (1979)
 AE5432
 AE5432                         *CURRENT SURVEY CONTROL
 AE5432  ___________________________________________________________________
 AE5432* NAD 83(1997)-  37 23 04.16015(N)    095 38 32.17572(W)     ADJUSTED  
 AE5432* NAVD 88     -       266.824  (meters)     875.41   (feet)  ADJUSTED  
 AE5432  ___________________________________________________________________
 AE5432  X           -    -498,899.095 (meters)                     COMP
 AE5432  Y           -  -5,049,802.033 (meters)                     COMP
 AE5432  Z           -   3,851,528.922 (meters)                     COMP
 AE5432  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AE5432  ELLIP HEIGHT-         236.44  (meters)          (08/12/03) GPS OBS
 AE5432  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 AE5432  DYNAMIC HT  -         266.614 (meters)     874.72  (feet)  COMP
 AE5432  MODELED GRAV-     979,836.9   (mgal)                       NAVD 88
 AE5432
 AE5432  HORZ ORDER  -  B
 AE5432  VERT ORDER  -  FIRST     CLASS II
 AE5432  ELLP ORDER  -  FOURTH    CLASS I
 AE5432
 AE5432.The horizontal coordinates were established by GPS observations
 AE5432.and adjusted by the National Geodetic Survey in December 1997..
 AE5432
 AE5432.The orthometric height was determined by differential leveling
 AE5432.and adjusted by the National Geodetic Survey in July 2002..
 AE5432
 AE5432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5432
 AE5432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5432
 AE5432.The ellipsoidal height was determined by GPS observations
 AE5432.and is referenced to NAD 83.
 AE5432
 AE5432.The geoid height was determined by GEOID03.
 AE5432
 AE5432.The dynamic height is computed by dividing the NAVD 88
 AE5432.geopotential number by the normal gravity value computed on the
 AE5432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5432.degrees latitude (g = 980.6199 gals.).
 AE5432
 AE5432.The modeled gravity was interpolated from observed gravity values.
 AE5432
 AE5432;                    North         East     Units Scale Factor Converg.
 AE5432;SPC KS S     -   483,545.778   653,039.741   MT  0.99997892   +1 45 22.2
 AE5432;UTM  15      - 4,140,802.737   266,068.189   MT  1.00027414   -1 36 18.0
 AE5432
 AE5432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5432!SPC KS S     -   0.99996290  x   0.99997892  =   0.99994182
 AE5432!UTM  15      -   0.99996290  x   1.00027414  =   1.00023703
 AE5432
 AE5432                          SUPERSEDED SURVEY CONTROL
 AE5432
 AE5432  ELLIP H (12/22/97)  236.48   (m)                       GP(       ) 4 1
 AE5432  NAVD 88 (08/12/03)  266.82   (m)          875.4    (f) LEVELING    3  
 AE5432
 AE5432.Superseded values are not recommended for survey control.
 AE5432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5432.See file dsdata.txt to determine how the superseded data were derived.
 AE5432
 AE5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6606840803(NAD 83)
 AE5432_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5432_SETTING: 66 = SET IN ROCK OUTCROP
 AE5432_STAMPING: NDSK A 1997
 AE5432_MARK LOGO: NGS   
 AE5432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5432+STABILITY: POSITION/ELEVATION WELL
 AE5432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5432+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2002
 AE5432
 AE5432  HISTORY     - Date     Condition        Report By
 AE5432  HISTORY     - 1997     MONUMENTED       NGS
 AE5432  HISTORY     - 19971104 GOOD             NGS
 AE5432  HISTORY     - 20020724 GOOD             NGS
 AE5432
 AE5432                          STATION DESCRIPTION
 AE5432
 AE5432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5432'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) SOUTHEAST OF NEODESHA,
 AE5432'5.0 KM (3.10 MI) EAST OF U.S. HIGHWAY 75, ON THE NORTH BANK OF COUNTY
 AE5432'ROAD 6600, AT THE ENTRANCE TO THE GRANDVIEW CEMETERY, ON THE SLOPED
 AE5432'SOUTH BANK OF THE CEMETERY GROUNDS.  OWNERSHIP--STATE OF KANSAS.  TO
 AE5432'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE
 AE5432'HIGHWAY 96 NEAR THE SOUTHWEST EDGE OF NEODESHA, GO SOUTH FOR 3.2 KM
 AE5432'(2.00 MI) ON HIGHWAYS 75 AND 96 TO THE WILSON-MONTGOMERY COUNTY LINE
 AE5432'AND A GRAVELED COUNTY LINE ROAD (6600 RD) ON THE LEFT. TURN LEFT, EAST
 AE5432'FOR 3.54 KM (2.20 MI) ON 6600 ROAD TO A BRIDGE OVER VERDIGRIS RIVER.
 AE5432'CONTINUE EAST FOR 2.1 KM (1.30 MI) ON 6600 ROAD TO THE GRANDVIEW
 AE5432'CEMETERY ENTRANCE ROAD ON THE LEFT AND THE STATION, AT THE WEST EDGE
 AE5432'OF THE ENTRANCE.  THE STATION IS SET INTO A DRILL HOLE IN THE TOP OF A
 AE5432'3 FT (0.9 M) BY 3 FT (0.9 M) AREA OF EXPOSED BEDROCK.  LOCATED 38.6 M
 AE5432'(126.6 FT) EAST OF A SOUTHWEST PROPERTY CORNER FENCE POST, 13.5 M
 AE5432'(44.3 FT) NORTH OF AND ACROSS 6600 ROAD FROM A WITNESS POST AND FENCE,
 AE5432'6.9 M (22.6 FT) NORTH OF THE CENTER OF 6600 ROAD, 6.5 M (21.3 FT) WEST
 AE5432'OF THE CENTER OF ENTRANCE ROAD, 2.9 M (9.5 FT) NORTHWEST OF THE WEST
 AE5432'END OF A 16 INCH METAL CULVERT UNDER THE ENTRANCE ROAD, ABOUT LEVEL
 AE5432'WITH 6600 ROAD AND FLUSH WITH GROUND.
 AE5432
 AE5432                          STATION RECOVERY (1997)
 AE5432
 AE5432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5432'3.3 KM (2.05 MI) NORTHERLY ALONG U.S.  HIGHWAY 75 FROM THE POST OFFICE
 AE5432'IN SYCAMORE, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG COUNTY ROAD 6200,
 AE5432'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A COUNTY ROAD, THENCE 4.9 KM
 AE5432'(3.05 MI) EASTERLY ALONG U.S.  HIGHWAY 400, THENCE 3.3 KM (2.05 MI)
 AE5432'NORTHERLY ALONG COUNTY ROAD 4700, THENCE 0.3 KM (0.20 MI) WESTERLY
 AE5432'ALONG COUNTY ROAD 6600, NEAR THE WEST END OF A 3 BY 3-FOOT EXPOSED
 AE5432'AREA OF BEDROCK, 13.5 M (44.3 FT) NORTH OF A WITNESS POST AND FENCE,
 AE5432'6.8 M (22.3 FT) NORTH OF THE ROAD CENTER, 6.6 M (21.7 FT) WEST OF THE
 AE5432'CENTER OF THE ENTRANCE TO THE GRANDVIEW CEMETERY, 0.3 M (1.0 FT) EAST
 AE5432'OF THE WEST END OF THE EXPOSED BEDROCK, AND 0.3 M (1.0 FT) ABOVE THE
 AE5432'LEVEL OF THE COUNTY ROAD.
 AE5432
 AE5432                          STATION RECOVERY (2002)
 AE5432
 AE5432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 AE5432'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) NORTH OF INDEPENDENCE,
 AE5432'4.0 KM (2.5 MI)
 AE5432'SOUTH OF NEODESHA, ON THE NORTH BANK OF COUNTY ROAD 6600, AND AT THE
 AE5432'ENTRANCE TO
 AE5432'THE GRANDVIEW CEMETERY.  OWNERSHIP--STATE OF KANSAS, COUNTY ROAD
 AE5432'RIGHT-OF-WAY.  TO
 AE5432'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 75 AND 400, ABOUT
 AE5432'2.4 KM (1.5 MI)
 AE5432'WEST-SOUTHWEST OF NEODESHA, GO SOUTH ON U.S. HIGHWAYS 75 SOUTH AND 400
 AE5432'EAST FOR
 AE5432'3.22 KM (2.0 MI) TO A CROSSROAD (6600 RD) AT THE WILSON-MONTGOMERY
 AE5432'COUNTY LINE.  TURN LEFT
 AE5432'AND GO EAST ON THE PAVED ROAD FOR 0.16 KM (0.1 MI) TO A STOP SIGN.
 AE5432'CONTINUE EAST ON THE
 AE5432'GRAVEL ROAD (6600 RD) FOR 3.54 KM (2.2 MI) TO A BRIDGE OVER THE
 AE5432'VERDIGRIS RIVER.  CONTINUE
 AE5432'EAST ON THE GRAVEL ROAD (6600 RD) FOR 2.1 KM (1.3 MI) TO THE GRANDVIEW
 AE5432'CEMETERY ENTRANCE
 AE5432'ON THE LEFT AND THE STATION, AT THE WEST EDGE OF THE ENTRANCE.
 AE5432'LOCATED 38.6 M (126.6 FT)
 AE5432'EAST FROM THE SOUTHWEST PROPERTY CORNER FENCE POST, 13.5 M (44.3 FT)
 AE5432'NORTH AND ACROSS
 AE5432'THE GRAVEL ROAD FROM A FIBERGLASS WITNESS POST AND FENCE LINE, 6.8 M
 AE5432'(22.3 FT) NORTH FROM
 AE5432'THE CENTER OF THE GRAVEL ROAD, 6.6 M (21.6 FT) WEST FROM THE CENTER OF
 AE5432'THE CEMETERY
 AE5432'ENTRANCE ROAD, 2.9 M (9.5 FT) NORTHWEST FROM A 16 INCH DIAMETER METAL
 AE5432'CULVERT UNDER THE
 AE5432'CEMETERY ENTRANCE ROAD, 0.3 M (1.0 FT) EAST FROM THE WEST END OF THE
 AE5432'EXPOSED BEDROCK,
 AE5432'AND ABOUT 0.3 M (1.0 FT) ABOVE THE GRAVEL ROAD.
 AE5432' 
 AE5432' 
 AE5432'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5433 ***********************************************************************
 AE5433  CBN         -  This is a Cooperative Base Network Control Station.
 AE5433  DESIGNATION -  NDSK B
 AE5433  PID         -  AE5433
 AE5433  STATE/COUNTY-  KS/MONTGOMERY
 AE5433  USGS QUAD   -  SYCAMORE (1979)
 AE5433
 AE5433                         *CURRENT SURVEY CONTROL
 AE5433  ___________________________________________________________________
 AE5433* NAD 83(1997)-  37 22 09.34389(N)    095 38 18.70346(W)     ADJUSTED  
 AE5433* NAVD 88     -       245.937  (meters)     806.88   (feet)  ADJUSTED  
 AE5433  ___________________________________________________________________
 AE5433  X           -    -498,668.435 (meters)                     COMP
 AE5433  Y           -  -5,050,839.076 (meters)                     COMP
 AE5433  Z           -   3,850,173.294 (meters)                     COMP
 AE5433  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AE5433  ELLIP HEIGHT-         215.59  (meters)          (08/16/04) GPS OBS
 AE5433  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 AE5433  DYNAMIC HT  -         245.743 (meters)     806.24  (feet)  COMP
 AE5433  MODELED GRAV-     979,836.1   (mgal)                       NAVD 88
 AE5433
 AE5433  HORZ ORDER  -  B
 AE5433  VERT ORDER  -  FIRST     CLASS II
 AE5433  ELLP ORDER  -  FOURTH    CLASS II
 AE5433
 AE5433.The horizontal coordinates were established by GPS observations
 AE5433.and adjusted by the National Geodetic Survey in December 1997..
 AE5433
 AE5433.The orthometric height was determined by differential leveling
 AE5433.and adjusted by the National Geodetic Survey in July 2002..
 AE5433
 AE5433.Photographs are available for this station.
 AE5433
 AE5433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5433
 AE5433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5433
 AE5433.The ellipsoidal height was determined by GPS observations
 AE5433.and is referenced to NAD 83.
 AE5433
 AE5433.The geoid height was determined by GEOID03.
 AE5433
 AE5433.The dynamic height is computed by dividing the NAVD 88
 AE5433.geopotential number by the normal gravity value computed on the
 AE5433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5433.degrees latitude (g = 980.6199 gals.).
 AE5433
 AE5433.The modeled gravity was interpolated from observed gravity values.
 AE5433
 AE5433;                    North         East     Units Scale Factor Converg.
 AE5433;SPC KS S     -   481,866.835   653,422.857   MT  0.99998141   +1 45 30.4
 AE5433;UTM  15      - 4,139,103.724   266,352.302   MT  1.00027251   -1 36 07.8
 AE5433
 AE5433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5433!SPC KS S     -   0.99996617  x   0.99998141  =   0.99994758
 AE5433!UTM  15      -   0.99996617  x   1.00027251  =   1.00023867
 AE5433
 AE5433                          SUPERSEDED SURVEY CONTROL
 AE5433
 AE5433  ELLIP H (12/22/97)  215.63   (m)                       GP(       ) 4 1
 AE5433  NAVD 88 (03/07/02)  245.94   (m)          806.9    (f) LEVELING    3  
 AE5433  NAVD 88 (12/22/97)  245.89   (m)          806.7    (f) LEVELING    3  
 AE5433
 AE5433.Superseded values are not recommended for survey control.
 AE5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5433.See file dsdata.txt to determine how the superseded data were derived.
 AE5433
 AE5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6635239104(NAD 83)
 AE5433_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5433_SETTING: 66 = SET IN ROCK OUTCROP
 AE5433_STAMPING: NDSK B 1997
 AE5433_MARK LOGO: NGS   
 AE5433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5433+STABILITY: POSITION/ELEVATION WELL
 AE5433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5433+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001
 AE5433
 AE5433  HISTORY     - Date     Condition        Report By
 AE5433  HISTORY     - 1997     MONUMENTED       NGS
 AE5433  HISTORY     - 19971104 GOOD             NGS
 AE5433  HISTORY     - 20010502 GOOD             MSAM
 AE5433
 AE5433                          STATION DESCRIPTION
 AE5433
 AE5433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE5433'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTHEAST OF NEODESHA,
 AE5433'5.96 KM (3.70 MI) EAST OF U.S. HIGHWAY 75, ON THE WEST EDGE OF COUNTY
 AE5433'ROAD 4700, AT THE EAST EDGE OF THE PROPERTY OF G.H. BRILES, BOX 219,
 AE5433'IN A SHALLOW DITCH.  OWNERSHIP--STATE OF KANSAS.  TO REACH THE STATION
 AE5433'FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY 96 NEAR THE
 AE5433'SOUTHWEST EDGE OF NEODESHA, GO SOUTH FOR 3.2 KM (2.00 MI) ON HIGHWAYS
 AE5433'75 AND 96 TO THE WILSON-MONTGOMERY COUNTY LINE AND A GRAVELED COUNTY
 AE5433'LINE ROAD (6600 RD) ON THE LEFT.  TURN LEFT, EAST FOR 3.54 KM (2.20
 AE5433'MI) ON 6600 ROAD TO A BRIDGE OVER VERDIGRIS RIVER. CONTINUE EAST FOR
 AE5433'2.1 KM (1.30 MI) ON 6600 ROAD TO THE GRANDVIEW CEMETERY ENTRANCE ROAD
 AE5433'AND STATION NDSK A ON THE LEFT.  CONTINUE EAST FOR 0.32 KM (0.20 MI)
 AE5433'ON 6600 ROAD TO A GRAVELED ROAD (COUNTY RD 4700) ON THE RIGHT.  TURN
 AE5433'RIGHT, SOUTH FOR 0.4 KM (0.25 MI) ON 4700 ROAD TO THE CORS STATION AND
 AE5433'WIND PROFILER ON THE LEFT. CONTINUE SOUTH FOR 1.28 KM (0.80 MI) ON
 AE5433'4700 ROAD TO THE STATION ON THE RIGHT.  THE STATION IS SET INTO A
 AE5433'DRILL HOLE IN THE TOP OF A 3 FT (0.9 M) BY 16 FT (4.9 M) AREA OF
 AE5433'EXPOSED BEDROCK. LOCATED 80.0 M (262.5 FT) SOUTH OF THE CENTER OF 6400
 AE5433'ROAD, 59.3 M (194.6 FT) NORTH OF THE CENTER OF THE GRAVEL DRIVEWAY AT
 AE5433'BOX 219, 20.5 M (67.3 FT) NORTH-NORTHEAST OF A UTILITY POLE WITH
 AE5433'TRANSFORMER AND GUY WIRE, 12.9 M (42.3 FT) NORTHWEST OF AND ACROSS THE
 AE5433'4700 ROAD FROM A NARROW BRIDGE SIGN AND WITNESS POST, 4.4 M (14.4 FT)
 AE5433'WEST OF THE CENTER OF 4700 ROAD, ABOUT 0.1 M (0.3 FT) LOWER THAN THE
 AE5433'ROAD AND RECESSED 2 CM BELOW THE TOP OF THE EXPOSED BEDROCK.
 AE5433
 AE5433                          STATION RECOVERY (1997)
 AE5433
 AE5433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5433'3.3 KM (2.05 MI) NORTHERLY ALONG U.S.  HIGHWAY 75 FROM THE POST OFFICE
 AE5433'IN SYCAMORE, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG COUNTY ROAD 6200,
 AE5433'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A COUNTY ROAD, THENCE 4.9 KM
 AE5433'(3.05 MI) EASTERLY ALONG U.S.  HIGHWAY 400, THENCE 1.6 KM (1.00 MI)
 AE5433'NORTHERLY ALONG COUNTY ROAD 4700, NEAR THE NORTH END OF A 3 BY 16-FOOT
 AE5433'EXPOSED AREA OF BEDROCK, 80.9 M (265.4 FT) SOUTH OF THE EXTENDED
 AE5433'CENTER OF COUNTY ROAD 6400, 59.2 M (194.2 FT) NORTH OF THE CENTER OF A
 AE5433'DRIVEWAY, 20.5 M (67.3 FT) NORTH-NORTHEAST OF A UTILITY POLE WITH A
 AE5433'GUY CABLE AND A TRANSFORMER, 13.7 M (44.9 FT) NORTHWEST OF A WITNESS
 AE5433'POST AND A SIGN (NARROW BRIDGE) , 4.4 M (14.4 FT) WEST OF THE ROAD
 AE5433'CENTER, 1.1 M (3.6 FT) NORTH OF THE SOUTH END OF THE EXPOSED BEDROCK,
 AE5433'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 AE5433
 AE5433                          STATION RECOVERY (2001)
 AE5433
 AE5433'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AE5433'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 AE5433' 
 AE5433'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 75 AND MONTGOMERY
 AE5433'COUNTY ROAD 5800 IN SYCAMORE, KANSAS, GO NORTH ON U.S. HIGHWAY 75
 AE5433'FOR 3.85 KM (2.4 MI) TO JUNCTION OF U.S. HIGHWAY 75 AND U.S. HIGHWAY
 AE5433'400, GO EAST ON U.S. HIGHWAY 400 FOR 4.8 KM (3.0 MI), TURN LEFT,
 AE5433'NORTH,
 AE5433'ON COUNTY ROAD 4700 FOR 1.4 KM (0.9 MI) TO STATION ON YOUR LEFT,
 AE5433'WEST.
 AE5433' 
 AE5433'THE STATION IS A STANDARD HORIZONTAL CONTROL DISK SET IN A DRILL
 AE5433'HOLE IN THE TOP OF A 3 FT (0.9 M) BY 16 FT (4.9 M) AREA OF EXPOSED
 AE5433'BEDROCK. LOCATED 63.2 M (207.3 FT) NORTH NORTHEAST OF THE
 AE5433'NORTHEAST CORNER OF A WHITE HOUSE, 20.8 M (68.2 FT) NORTH
 AE5433'NORTHEAST OF A TELEPHONE POLE IN FRONT OF WHITE HOUSE, 13.1 M (43.0
 AE5433'FT) NORTH WEST OF A NARROW BRIDGE STREET SIGN AND WITNESS POST
 AE5433'ACROSS COUNTY ROAD 4700.
 AE5433'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0889 ***********************************************************************
 JG0889  DESIGNATION -  NEKOMA
 JG0889  PID         -  JG0889
 JG0889  STATE/COUNTY-  KS/RUSH
 JG0889  USGS QUAD   -  NEKOMA (1966)
 JG0889
 JG0889                         *CURRENT SURVEY CONTROL
 JG0889  ___________________________________________________________________
 JG0889* NAD 83(1997)-  38 26 12.55867(N)    099 26 01.21370(W)     ADJUSTED  
 JG0889* NAVD 88     -       657.     (meters)    2156.     (feet)  SCALED    
 JG0889  ___________________________________________________________________
 JG0889  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 JG0889  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 JG0889
 JG0889  HORZ ORDER  -  THIRD
 JG0889
 JG0889.The horizontal coordinates were established by classical geodetic methods
 JG0889.and adjusted by the National Geodetic Survey in October 1998..
 JG0889
 JG0889.The orthometric height was scaled from a topographic map.
 JG0889
 JG0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0889
 JG0889.The geoid height was determined by GEOID03.
 JG0889
 JG0889;                    North         East     Units Scale Factor Converg.
 JG0889;SPC KS S     -   596,873.332   318,485.494   MT  0.99997690   -0 34 25.6
 JG0889;UTM  14      - 4,254,372.163   462,151.766   MT  0.99961764   -0 16 10.5
 JG0889
 JG0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0889!SPC KS S     -   0.99990095  x   0.99997690  =   0.99987786
 JG0889!UTM  14      -   0.99990095  x   0.99961764  =   0.99951863
 JG0889
 JG0889:                Primary Azimuth Mark                     Grid Az
 JG0889:SPC KS S     -  BISON MUNICIPAL TANK                     065 48 42.5
 JG0889:UTM  14      -  BISON MUNICIPAL TANK                     065 30 27.4
 JG0889
 JG0889|---------------------------------------------------------------------|
 JG0889| PID    Reference Object                     Distance      Geod. Az  |
 JG0889|                                                           dddmmss.s |
 JG0889| JG0836 BISON MUNICIPAL TANK                APPROX.22.8 KM 0651416.9 |
 JG0889| CK9515 NEKOMA RM 1                          14.326 METERS 08921     |
 JG0889| CK9516 NEKOMA RM 2                          12.180 METERS 19959     |
 JG0889| CK9514 NEKOMA AZ MK                                       3033002.9 |
 JG0889|---------------------------------------------------------------------|
 JG0889
 JG0889                          SUPERSEDED SURVEY CONTROL
 JG0889
 JG0889  NAD 83(1986)-  38 26 12.56754(N)    099 26 01.21257(W) AD(       ) 3
 JG0889  NAD 27      -  38 26 12.51900(N)    099 25 59.81800(W) AD(       ) 3
 JG0889
 JG0889.Superseded values are not recommended for survey control.
 JG0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0889.See file dsdata.txt to determine how the superseded data were derived.
 JG0889
 JG0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6215254372(NAD 83)
 JG0889_MARKER: DS = TRIANGULATION STATION DISK
 JG0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0889
 JG0889  HISTORY     - Date     Condition        Report By
 JG0889  HISTORY     - 1953     MONUMENTED       CGS
 JG0889
 JG0889                          STATION DESCRIPTION
 JG0889
 JG0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0889'THE STATION IS ABOUT 2 MILES SOUTH OF NEKOMA, IN SEC. 33, T 18
 JG0889'S, R 19 W.  IT IS 22 FEET WEST OF A GATE POST, 19 FEET NORTH
 JG0889'OF THE CENTER OF A DIRT ROAD AND 4.4 FEET EAST OF A 4 X 4
 JG0889'INCH WHITE WITNESS POST.
 JG0889'
 JG0889'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEKOMA, GO
 JG0889'EAST ON STATE HIGHWAY 96 FOR 0.2 MILE TO A CROSSROADS, TURN
 JG0889'RIGHT AND GO SOUTH 2.25 MILES TO THE AZIMUTH MARK ON THE LEFT,
 JG0889'CONTINUE SOUTH FOR 0.1 MILE TO A CROSSROADS, TURN LEFT AND
 JG0889'GO EAST 0.3 MILE TO THE STATION ON THE LEFT.
 JG0889'
 JG0889'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED NEKOMA
 JG0889'1953.
 JG0889'
 JG0889'REFERENCE MARK 1 IS 20 FEET NORTH OF THE CENTER OF THE ROAD AND 24
 JG0889'FEET EAST OF THE GATEPOST.  THE MARK PROJECTS 6 INCHES AND
 JG0889'THE DISK IS STAMPED NEKOMA NO 1 1953.
 JG0889'
 JG0889'REFERENCE MARK 2 IS 21 FEET SOUTH OF THE CENTER OF THE ROAD AND 1
 JG0889'FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE
 JG0889'DISK IS STAMPED NEKOMA NO 2 1953.
 JG0889'
 JG0889'THE AZIMUTH MARK IS 44 FEET EAST OF THE CENTER OF A GRAVEL
 JG0889'ROAD, 5 FEET SOUTH OF A POWERLINE POLE AND 3 FEET SOUTH OF A 4 X 4
 JG0889'INCH WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 JG0889'DISK IS STAMPED NEKOMA 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0891 ***********************************************************************
 JG0891  DESIGNATION -  NEKOMA COOP GRAIN ELEVATOR
 JG0891  PID         -  JG0891
 JG0891  STATE/COUNTY-  KS/RUSH
 JG0891  USGS QUAD   -  NEKOMA (1966)
 JG0891
 JG0891                         *CURRENT SURVEY CONTROL
 JG0891  ___________________________________________________________________
 JG0891* NAD 83(1997)-  38 28 21.91238(N)    099 26 34.12354(W)     ADJUSTED  
 JG0891* NAVD 88     -                                                        
 JG0891  ___________________________________________________________________
 JG0891  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 JG0891  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 JG0891
 JG0891  HORZ ORDER  -  THIRD
 JG0891
 JG0891.The horizontal coordinates were established by classical geodetic methods
 JG0891.and adjusted by the National Geodetic Survey in October 1998..
 JG0891
 JG0891
 JG0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0891
 JG0891.The geoid height was determined by GEOID03.
 JG0891
 JG0891;                    North         East     Units Scale Factor Converg.
 JG0891;SPC KS S     -   600,869.668   317,727.740   MT  0.99998278   -0 34 45.8
 JG0891;UTM  14      - 4,258,362.978   461,373.098   MT  0.99961837   -0 16 31.8
 JG0891
 JG0891                          SUPERSEDED SURVEY CONTROL
 JG0891
 JG0891  NAD 83(1986)-  38 28 21.92106(N)    099 26 34.12214(W) AD(       ) 4
 JG0891  NAD 27      -  38 28 21.87272(N)    099 26 32.72764(W) AD(       ) 3
 JG0891
 JG0891.Superseded values are not recommended for survey control.
 JG0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0891.See file dsdata.txt to determine how the superseded data were derived.
 JG0891
 JG0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6137358363(NAD 83)
 JG0891_MARKER: 65 = GRAIN ELEVATOR
 JG0891
 JG0891  HISTORY     - Date     Condition        Report By
 JG0891  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0891
 JG0891                          STATION DESCRIPTION
 JG0891
 JG0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0891'THE STATION IS THE LARGE VENTILATOR ATOP THE HEADHOUSE OF THE
 JG0891'ELEVATOR, LOCATED IN THE VILLAGE OF NEKOMA.
 JG0891'
 JG0891'IT IS A LARGE CONCRETE STRUCTURE, PAINTED WHITE, AND HAS AN OVERALL
 JG0891'HEIGHT OF 167 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1796 ***********************************************************************
 JE1796  DESIGNATION -  NEMO
 JE1796  PID         -  JE1796
 JE1796  STATE/COUNTY-  KS/OSAGE
 JE1796  USGS QUAD   -  QUENEMO (1965)
 JE1796
 JE1796                         *CURRENT SURVEY CONTROL
 JE1796  ___________________________________________________________________
 JE1796* NAD 83(1997)-  38 36 56.13246(N)    095 35 42.60868(W)     ADJUSTED  
 JE1796* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 JE1796  ___________________________________________________________________
 JE1796  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 JE1796  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 JE1796
 JE1796  HORZ ORDER  -  THIRD
 JE1796
 JE1796.The horizontal coordinates were established by classical geodetic methods
 JE1796.and adjusted by the National Geodetic Survey in October 1998..
 JE1796
 JE1796.The orthometric height was scaled from a topographic map.
 JE1796
 JE1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1796
 JE1796.The geoid height was determined by GEOID03.
 JE1796
 JE1796;                    North         East     Units Scale Factor Converg.
 JE1796;SPC KS S     -   620,250.513   652,952.562   MT  1.00001004   +1 47 06.4
 JE1796;SPC KS N     -    34,114.763   609,423.482   MT  1.00001785   +1 31 17.7
 JE1796;UTM  15      - 4,277,314.614   274,051.643   MT  1.00022873   -1 37 13.1
 JE1796
 JE1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1796!SPC KS S     -   0.99995721  x   1.00001004  =   0.99996725
 JE1796!SPC KS N     -   0.99995721  x   1.00001785  =   0.99997506
 JE1796!UTM  15      -   0.99995721  x   1.00022873  =   1.00018593
 JE1796
 JE1796|---------------------------------------------------------------------|
 JE1796| PID    Reference Object                     Distance      Geod. Az  |
 JE1796|                                                           dddmmss.s |
 JE1796| CL5829 NEMO RM 1                             8.288 METERS 06439     |
 JE1796| JE1795 LOMAX                               APPROX. 3.6 KM 0763210.4 |
 JE1796| CL5830 NEMO RM 2                             6.947 METERS 30210     |
 JE1796|---------------------------------------------------------------------|
 JE1796
 JE1796                          SUPERSEDED SURVEY CONTROL
 JE1796
 JE1796  NAD 83(1986)-  38 36 56.13913(N)    095 35 42.61007(W) AD(       ) 3
 JE1796  NAD 27      -  38 36 56.10500(N)    095 35 41.67100(W) AD(       ) 3
 JE1796
 JE1796.Superseded values are not recommended for survey control.
 JE1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1796.See file dsdata.txt to determine how the superseded data were derived.
 JE1796
 JE1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7405277315(NAD 83)
 JE1796_MARKER: DS = TRIANGULATION STATION DISK
 JE1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1796
 JE1796  HISTORY     - Date     Condition        Report By
 JE1796  HISTORY     - 1948     MONUMENTED       CGS
 JE1796
 JE1796                          STATION DESCRIPTION
 JE1796
 JE1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1796'THE STATION IS LOCATED ABOUT 7.5 MILES WEST AND 0.5 MILE
 JE1796'NORTH OF POMONA AND 5.0 MILES EAST AND 0.5 MILE NORTH OF
 JE1796'LYNDON ON LAND OWNED AND OCCUPIED BY MR. O.J. SCHENDEL.
 JE1796'IT IS ABOUT 0.15 MILE NORTH-NORTHEAST OF THE SCHENDEL FARM
 JE1796'HOUSE IN A PASTURE, 38 FEET SOUTH OF THE CENTER OF EAST-WEST
 JE1796'SECTION LINE ROAD, 13 FEET SOUTH OF ROCK FENCE LINE AND
 JE1796'12 FEET SOUTH OF WITNESS POST.  IT IS STAMPED NEMO 1948 AND
 JE1796'SET FLUSH WITH THE GROUND SURFACE.
 JE1796'
 JE1796'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 26 FEET
 JE1796'SOUTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD AND
 JE1796'1 FOOT SOUTH OF ROCK FENCE LINE.  IT IS STAMPED NEMO NO 1
 JE1796'1948 AND PROJECTS 4 INCHES.
 JE1796'
 JE1796'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 26
 JE1796'FEET SOUTH OF THE CENTER OF THE EAST-WEST SECTION LINE ROAD
 JE1796'AND 1 FOOT SOUTH OF THE ROCK FENCE LINE.  IT IS STAMPED
 JE1796'NEMO NO 2 1948 AND PROJECTS 4 INCHES.
 JE1796'
 JE1796'TRIANGULATION STATION LOMAX WAS USED AS THE AZIMUTH MARK.
 JE1796'IT IS LOCATED ABOUT 5.5 MILES WEST AND 1.0 MILE NORTH
 JE1796'OF POMONA AND 2.7 MILES NORTHWEST OF QUENEMO, 49 FEET
 JE1796'EAST-NORTHEAST OF THE CENTER OF INTERSECTION OF A T ROAD, 20 FEET
 JE1796'NORTH OF THE CENTER OF A GRADED ROAD AND 7 FEET SOUTH OF A
 JE1796'FENCE LINE.  IT IS STAMPED LOMAX 1948 AND PROJECTS 4
 JE1796'INCHES. TO REACH FROM THE POST OFFICE IN POMONA, GO WEST
 JE1796'ON STATE ROUTE 68 FOR 4.1 MILES TO CROSSROAD, CONTINUE
 JE1796'STRAIGHT AHEAD WEST FOR 1.0 MILE, TURN RIGHT AND GO NORTH
 JE1796'FOR 0.55 MILE TO T ROAD LEFT, CONTINUE STRAIGHT AHEAD
 JE1796'NORTH FOR 0.5 MILE TO T ROAD LEFT, TURN LEFT AND GO
 JE1796'WEST FOR 0.5 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 JE1796'
 JE1796'TO REACH STATION NEMO FROM THE POST OFFICE IN POMONA, GO
 JE1796'WEST ON STATE ROUTE 68 FOR 4.1 MILES TO WHERE NO 68 TURNS
 JE1796'SOUTH, CONTINUE STRAIGHT AHEAD WEST AND NORTH FOR 1.55 MILES
 JE1796'TO SIDE ROAD LEFT, TURN LEFT AND GO WEST ON MAIN TRAVELED ROAD
 JE1796'FOR 2.7 MILES TO THE STATION ON THE SOUTH SIDE IN PASTURE AS
 JE1796'DESCRIBED.
 JE1796'
 JE1796'A 100 FOOT SIGNAL AT STATION LOMAX IS VISIBLE AT 4 FEET.
 JE1796'
 JE1796'A 74 FOOT SIGNAL AT STATION QUE IS VISIBLE AT 4 FEET.
 JE1796'
 JE1796'AN 87 FOOT SIGNAL AT STATION BICE 1934 IS VISIBLE AT 4 FEET.
 JE1796'
 JE1796'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0460 ***********************************************************************
 HE0460  DESIGNATION -  NEODESHA
 HE0460  PID         -  HE0460
 HE0460  STATE/COUNTY-  KS/WILSON
 HE0460  USGS QUAD   -  NEODESHA (1979)
 HE0460
 HE0460                         *CURRENT SURVEY CONTROL
 HE0460  ___________________________________________________________________
 HE0460* NAD 83(1986)-  37 25 05.     (N)    095 40 44.     (W)     SCALED    
 HE0460* NAVD 88     -       249.736  (meters)     819.34   (feet)  ADJUSTED  
 HE0460  ___________________________________________________________________
 HE0460  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HE0460  DYNAMIC HT  -         249.540 (meters)     818.70  (feet)  COMP
 HE0460  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 HE0460
 HE0460  VERT ORDER  -  FIRST     CLASS II
 HE0460
 HE0460.The horizontal coordinates were scaled from a topographic map and have
 HE0460.an estimated accuracy of +/- 6 seconds.
 HE0460
 HE0460.The orthometric height was determined by differential leveling
 HE0460.and adjusted by the National Geodetic Survey in June 1991..
 HE0460
 HE0460.The geoid height was determined by GEOID03.
 HE0460
 HE0460.The dynamic height is computed by dividing the NAVD 88
 HE0460.geopotential number by the normal gravity value computed on the
 HE0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0460.degrees latitude (g = 980.6199 gals.).
 HE0460
 HE0460.The modeled gravity was interpolated from observed gravity values.
 HE0460
 HE0460;                    North         East    Units  Estimated Accuracy
 HE0460;SPC KS S     -   487,170.      649,690.      MT  (+/- 180 meters Scaled)
 HE0460
 HE0460                          SUPERSEDED SURVEY CONTROL
 HE0460
 HE0460  NGVD 29 (??/??/92)  249.593  (m)          818.87   (f) ADJ UNCH    1 2
 HE0460
 HE0460.Superseded values are not recommended for survey control.
 HE0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0460.See file dsdata.txt to determine how the superseded data were derived.
 HE0460
 HE0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB629446(NAD 83)
 HE0460_MARKER: DB = BENCH MARK DISK
 HE0460_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HE0460+WITH SETTING: PAVEMENT
 HE0460_SP_SET: FOOTING
 HE0460_STAMPING: NEODESHA 1933
 HE0460_MARK LOGO: CGS   
 HE0460_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0460+STABILITY: SURFACE MOTION
 HE0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0460+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1997
 HE0460
 HE0460  HISTORY     - Date     Condition        Report By
 HE0460  HISTORY     - 1933     MONUMENTED       CGS
 HE0460  HISTORY     - 1943     GOOD             NGS
 HE0460  HISTORY     - 1964     GOOD             NGS
 HE0460  HISTORY     - 19971031 GOOD             NGS
 HE0460
 HE0460                          STATION DESCRIPTION
 HE0460
 HE0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HE0460'AT NEODESHA.
 HE0460'AT NEODESHA, WILSON COUNTY, AT THE SOUTHWEST CORNER OF THE
 HE0460'INTERSECTION OF INDIANA STREET AND FOURTH STREET, AT THE CITY
 HE0460'WATER TANK, AND IN THE FOUNDATION OF THE NORTHWEST LEG.  A
 HE0460'STANDARD DISK, STAMPED NEODESHA 1933.
 HE0460
 HE0460                          STATION RECOVERY (1964)
 HE0460
 HE0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0460'RECOVERED IN GOOD CONDITION.
 HE0460
 HE0460                          STATION RECOVERY (1997)
 HE0460
 HE0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HE0460'IN NEODESHA, AT THE INTERSECTION OF 4TH AND INDIANA STREETS, NEAR THE
 HE0460'NORTH CORNER OF THE CONCRETE FOOTING FOR THE NORTHWEST LEG OF THE
 HE0460'MUNICIPAL WATER TANK, 47.2 M (154.9 FT) WEST OF THE CENTER OF 4TH
 HE0460'STREET, 28.2 M (92.5 FT) SOUTH OF THE CENTER OF INDIANA STREET, 5.3 M
 HE0460'(17.4 FT) WEST OF THE CENTER OF A GATE, 2.9 M (9.5 FT) EAST OF A FENCE
 HE0460'CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF INDIANA STREET, 0.3 M (1.0
 HE0460'FT) ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT) SOUTH OF THE NORTH
 HE0460'CORNER OF THE FOOTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1165 ***********************************************************************
 HE1165  DESIGNATION -  NEODESHA
 HE1165  PID         -  HE1165
 HE1165  STATE/COUNTY-  KS/WILSON
 HE1165  USGS QUAD   -  NEODESHA (1979)
 HE1165
 HE1165                         *CURRENT SURVEY CONTROL
 HE1165  ___________________________________________________________________
 HE1165* NAD 83(1997)-  37 26 09.83637(N)    095 41 53.98303(W)     ADJUSTED  
 HE1165* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 HE1165  ___________________________________________________________________
 HE1165  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 HE1165  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HE1165
 HE1165  HORZ ORDER  -  FIRST
 HE1165
 HE1165.The horizontal coordinates were established by classical geodetic methods
 HE1165.and adjusted by the National Geodetic Survey in October 1998..
 HE1165
 HE1165.The orthometric height was scaled from a topographic map.
 HE1165
 HE1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1165
 HE1165.The geoid height was determined by GEOID03.
 HE1165
 HE1165;                    North         East     Units Scale Factor Converg.
 HE1165;SPC KS S     -   489,116.663   647,905.608   MT  0.99997101   +1 43 18.1
 HE1165;UTM  15      - 4,146,666.953   261,268.085   MT  1.00030209   -1 38 27.7
 HE1165
 HE1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1165!SPC KS S     -   0.99995705  x   0.99997101  =   0.99992806
 HE1165!UTM  15      -   0.99995705  x   1.00030209  =   1.00025913
 HE1165
 HE1165:                Primary Azimuth Mark                     Grid Az
 HE1165:SPC KS S     -  NEODESHA STAN OIL KAN REF STK            115 23 53.8
 HE1165:UTM  15      -  NEODESHA STAN OIL KAN REF STK            118 45 39.6
 HE1165
 HE1165|---------------------------------------------------------------------|
 HE1165| PID    Reference Object                     Distance      Geod. Az  |
 HE1165|                                                           dddmmss.s |
 HE1165| HE0820 NEODESHA STAN OIL KAN REF STK       APPROX. 0.8 KM 1170711.9 |
 HE1165| HE0816 NEODESHA MUNICIPAL TANK             APPROX. 2.6 KM 1391750.4 |
 HE1165| HE0818 NEODESHA MUN LT PWR PLT STK         APPROX. 2.0 KM 1665128.9 |
 HE1165| CL5831 NEODESHA AZ MK                                     1742007.0 |
 HE1165| HE0817 NEODESHA 2                          148.103 METERS 18245     |
 HE1165| CL5832 NEODESHA RM 1                        13.193 METERS 18611     |
 HE1165| CL5833 NEODESHA RM 2                        33.998 METERS 27624     |
 HE1165|---------------------------------------------------------------------|
 HE1165
 HE1165                          SUPERSEDED SURVEY CONTROL
 HE1165
 HE1165  NAD 83(1997)-  37 26 09.84031(N)    095 41 53.98042(W) AD(       ) 1
 HE1165  NAD 83(1986)-  37 26 09.84506(N)    095 41 53.96449(W) AD(       ) 1
 HE1165  NAD 27      -  37 26 09.63200(N)    095 41 53.03500(W) AD(       ) 1
 HE1165
 HE1165.Superseded values are not recommended for survey control.
 HE1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1165.See file dsdata.txt to determine how the superseded data were derived.
 HE1165
 HE1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6126846667(NAD 83)
 HE1165_MARKER: DS = TRIANGULATION STATION DISK
 HE1165_SETTING: 66 = SET IN ROCK OUTCROP
 HE1165
 HE1165  HISTORY     - Date     Condition        Report By
 HE1165  HISTORY     - 1934     MONUMENTED       CGS
 HE1165  HISTORY     - 1939     GOOD             OKGS
 HE1165  HISTORY     - 1939     GOOD             SCS
 HE1165  HISTORY     - 1971     GOOD             NGS
 HE1165
 HE1165                          STATION DESCRIPTION
 HE1165
 HE1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE1165'STATION IS ABOUT 1.0 MILE NW OF NEODESHA, ON A PROMINENT ROCKY
 HE1165'KNOLL, WHICH IS LOCALLY KNOWN AS LITTLE BEAR MOUNTAIN.  THIS LAND
 HE1165'IS OWNED BY A.W. BAILEY, AND IS NEAR CENTER OF SEC. 18, T 30 S, R
 HE1165'16 E.
 HE1165'
 HE1165'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 HE1165'DRILL HOLES IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2 AND
 HE1165'12A.
 HE1165'
 HE1165'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 HE1165'
 HE1165'AZIMUTH MARK IS IN N FENCE OF CITY PICNIC GROUNDS W OF BRIDGE OVER
 HE1165'FALL RIVER.  IT IS ALSO W OF CITY LIGHT AND POWER COMPANY AND
 HE1165'ABOUT 2.1 MILES AIRLINE W OF STATION.
 HE1165'
 HE1165'TO REACH STATION, GO W FROM NEODESHA POST OFFICE TO N EIGHTH STREET,
 HE1165'0.75 MILE N TO END OF PAVEMENT AND CROSSROADS, THENCE W 0.75
 HE1165'MILE TO SIDE ROAD N, THENCE N 0.35 MILE TO W TURN, THENCE W 0.1
 HE1165'MILE TO ROAD N, THENCE N TO OLD ROAD PAST OLD CEMENT PLANT UP SIDE
 HE1165'OF HILL ON OLD TRAIL 0.5 MILE TO TOP.  STATION IS 0.3 MILE S
 HE1165'ON S END OF RIDGE.
 HE1165'
 HE1165'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 HE1165
 HE1165                          STATION RECOVERY (1939)
 HE1165
 HE1165'RECOVERY NOTE BY OKLAHOMA GEODETIC SURVEY 1939
 HE1165'STATION AND TWO REFERENCE MARKS RECOVERED IN GOOD
 HE1165'CONDITION.  AZIMUTH MARK NOT SEARCHED FOR.
 HE1165
 HE1165                          STATION RECOVERY (1939)
 HE1165
 HE1165'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1939 (ELF)
 HE1165'STATION AND TWO REF. MARKS RECOVERED AS DESCRIBED IN GOOD
 HE1165'CONDITION.  AZIMUTH MARK NOT SEARCHED FOR.
 HE1165
 HE1165                          STATION RECOVERY (1971)
 HE1165
 HE1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HE1165'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 HE1165'IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 HE1165'WERE DESTROYED BY CONSTRUCTION.  THE DIRECTION BETWEEN THE
 HE1165'NEODESHA WATER TANK 1934 AND THE AZIMUTH MARK CHECKED.
 HE1165'
 HE1165'DUE TO ROCK QUARRY AND AT THE REQUEST OF MR. RICH ATKINSON,
 HE1165'MID-WEST MINERAL CORPORATION, THE STATION WAS MOVED TO THE SOUTH
 HE1165'SIDE OF RIDGE.
 HE1165'
 HE1165'FOR FURTHER INFORMATION, SEE THE DESCRIPTION FOR STATION NEODESHA
 HE1165'2 1971.  DISTANCE BETWEEN NEODESHA 1934 AND NEODESHA 2 1971 WAS
 HE1165'MEASURED WITH E.M.I. RANGER II NO. 1075.
 HE1165'
 HE1165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE
 HE1165'NORTHWEST OF NEODESHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0817 ***********************************************************************
 HE0817  DESIGNATION -  NEODESHA 2
 HE0817  PID         -  HE0817
 HE0817  STATE/COUNTY-  KS/WILSON
 HE0817  USGS QUAD   -  NEODESHA (1979)
 HE0817
 HE0817                         *CURRENT SURVEY CONTROL
 HE0817  ___________________________________________________________________
 HE0817* NAD 83(1997)-  37 26 05.03797(N)    095 41 54.27251(W)     ADJUSTED  
 HE0817* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 HE0817  ___________________________________________________________________
 HE0817  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 HE0817  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HE0817
 HE0817  HORZ ORDER  -  THIRD
 HE0817
 HE0817.The horizontal coordinates were established by classical geodetic methods
 HE0817.and adjusted by the National Geodetic Survey in October 1998..
 HE0817.No horizontal observational check was made to the station.
 HE0817
 HE0817.The orthometric height was scaled from a topographic map.
 HE0817
 HE0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0817
 HE0817.The geoid height was determined by GEOID03.
 HE0817
 HE0817;                    North         East     Units Scale Factor Converg.
 HE0817;SPC KS S     -   488,968.588   647,902.940   MT  0.99997121   +1 43 18.0
 HE0817;UTM  15      - 4,146,519.241   261,256.732   MT  1.00030216   -1 38 27.7
 HE0817
 HE0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0817!SPC KS S     -   0.99995909  x   0.99997121  =   0.99993030
 HE0817!UTM  15      -   0.99995909  x   1.00030216  =   1.00026124
 HE0817
 HE0817|---------------------------------------------------------------------|
 HE0817| PID    Reference Object                     Distance      Geod. Az  |
 HE0817|                                                           dddmmss.s |
 HE0817| HE1165 NEODESHA                            148.103 METERS 00245     |
 HE0817| CL5835 NEODESHA 2 RM 4                       6.463 METERS 09938     |
 HE0817| HE0816 NEODESHA MUNICIPAL TANK             APPROX. 2.5 KM 1365801.0 |
 HE0817| CL5831 NEODESHA AZ MK                                     1733907.0 |
 HE0817| CL5834 NEODESHA 2 RM 3                       9.795 METERS 34000     |
 HE0817|---------------------------------------------------------------------|
 HE0817
 HE0817                          SUPERSEDED SURVEY CONTROL
 HE0817
 HE0817  NAD 83(1997)-  37 26 05.04191(N)    095 41 54.26989(W) AD(       ) 3
 HE0817  NAD 83(1986)-  37 26 05.04669(N)    095 41 54.25394(W) AD(       ) 3
 HE0817  NAD 27      -  37 26 04.83351(N)    095 41 53.32447(W) AD(       ) 3
 HE0817
 HE0817.Superseded values are not recommended for survey control.
 HE0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0817.See file dsdata.txt to determine how the superseded data were derived.
 HE0817
 HE0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6125746519(NAD 83)
 HE0817_MARKER: DS = TRIANGULATION STATION DISK
 HE0817_SETTING: 66 = SET IN ROCK OUTCROP
 HE0817
 HE0817  HISTORY     - Date     Condition        Report By
 HE0817  HISTORY     - 1971     MONUMENTED       NGS
 HE0817
 HE0817                          STATION DESCRIPTION
 HE0817
 HE0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HE0817'THE STATION IS LOCATED ABOUT 1.0 MILE NORTHWEST OF NEODESHA,
 HE0817'ON THE SOUTH EXTREMITY OF A SPUR RIDGE, LOCALLY KNOWN AS LITTLE
 HE0817'BEAR MOUNTAIN, AND IN SECTION 18, T305, R16 E.
 HE0817'
 HE0817'TO REACH STATION FROM INTERSECTION OF MAIN AND 8TH STREET IN
 HE0817'NEODESHA, GO NORTH ON 8TH STREET FOR 1.0 MILE INTERSECTION OF W.
 HE0817'GRUNDBY AVENUE AND THE NATIONAL GUARD ARMORY IN THE NORTHWEST
 HE0817'ANGLE.  TURN LEFT AND GO WEST ON GRUNDBY STREET FOR 0.9 MILE
 HE0817'TO A SIDEROAD RIGHT AT SIGN MIDWEST MINERAL PLANT.  TURN RIGHT
 HE0817'AND GO NORTH ON THE PLANT ROAD FOR 0.4 MILE, KEEP LEFT, UPHILL,
 HE0817'AND GO NORTH AND EAST FOR 0.1 MILE TO QUARRY AREA AND STATION ON
 HE0817'SOUTH EDGE OF RIDGE.
 HE0817'
 HE0817'STATION MARK, A STANDARD DISK STAMPED NEODESHA 2 1971 IS CEMENT
 HE0817'IN A DRILL HOLE IN OUTCROPPING BEDROCK ON RIDGE CREST EXPOSED
 HE0817'ABOUT 12 X 24 INCHES.  IT IS ABOUT 480 FEET SOUTH OF HIGHEST
 HE0817'POINT OF RIDGE AND 3 FEET EAST OF A METAL WITNESS POST.  NO
 HE0817'UNDERGROUND MARK WAS SET.
 HE0817'
 HE0817'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED NEODESHA
 HE0817'2 NO. 3 1971 IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 HE0817'IT IS 2 FEET HIGHER THAN THE STATION.
 HE0817'
 HE0817'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED NEODESHA 2 NO. 4
 HE0817'1971, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HE0817'WHICH IS EXPOSED 12 X 48 INCHES.  IT IS 1 FOOT LOWER THAN THE
 HE0817'STATION.
 HE0817'
 HE0817'AZIMUTH MARK, A STANDARD DISK STAMPED NEODESHA AZI, 1934, IS SET
 HE0817'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 FOOT.
 HE0817'LOCATED ON SOUTH BANK OF THE FALL RIVER IN THE NORTH LINE OF THE
 HE0817'CITY PARK, 210 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 HE0817'STONE BUILDING SHELTER HOUSE, 167 FEET NORTH OF THE CENTER OF A
 HE0817'CIRCLE PARK DRIVE, 34 FEET NORTH-NORTHEAST OF A WELL PIPE IN
 HE0817'A CONCRETE BASE, AND 1.5 FEET EAST OF A METAL WITNESS POST.
 HE0817'THE PARK IS LOCATED WEST OF BRIDGE OVER THE FALL RIVER AT THE
 HE0817'WEST EDGE OF NEODESHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1832 ***********************************************************************
 AJ1832  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ1832  DESIGNATION -  NEODESHA (2) CORS ARP
 AJ1832  CORS_ID     -  NDS1
 AJ1832  PID         -  AJ1832
 AJ1832  STATE/COUNTY-  KS/MONTGOMERY
 AJ1832  USGS QUAD   -  CHERRYVALE (1979)
 AJ1832
 AJ1832                         *CURRENT SURVEY CONTROL
 AJ1832  ___________________________________________________________________
 AJ1832* NAD 83(CORS)-  37 18 05.50475(N)    095 36 05.33251(W)     ADJUSTED  
 AJ1832* NAVD 88     -                                                        
 AJ1832  ___________________________________________________________________
 AJ1832  EPOCH DATE  -        2002.00
 AJ1832  X           -    -495,849.272 (meters)                     COMP
 AJ1832  Y           -  -5,055,716.235 (meters)                     COMP
 AJ1832  Z           -   3,844,210.122 (meters)                     COMP
 AJ1832  ELLIP HEIGHT-         238.72  (meters)          (03/??/02) GPS OBS
 AJ1832  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AJ1832
 AJ1832  HORZ ORDER  -  SPECIAL (CORS)
 AJ1832  ELLP ORDER  -  SPECIAL (CORS)
 AJ1832
 AJ1832.ITRF positions are available for this station.
 AJ1832.The coordinates were established by GPS observations
 AJ1832.and adjusted by the National Geodetic Survey in March 2002..
 AJ1832.The coordinates are valid at the epoch date displayed above.
 AJ1832.The epoch date for horizontal control is a decimal equivalence
 AJ1832.of Year/Month/Day.
 AJ1832
 AJ1832
 AJ1832.The PID for the CORS L1 Phase Center is AJ1833.
 AJ1832
 AJ1832.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ1832
 AJ1832.The ellipsoidal height was determined by GPS observations
 AJ1832.and is referenced to NAD 83.
 AJ1832
 AJ1832.The geoid height was determined by GEOID03.
 AJ1832
 AJ1832;                    North         East     Units Scale Factor Converg.
 AJ1832;SPC KS S     -   474,454.628   656,936.532   MT  0.99999333   +1 46 52.4
 AJ1832
 AJ1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1832!SPC KS S     -   0.99996254  x   0.99999333  =   0.99995587
 AJ1832
 AJ1832                          SUPERSEDED SURVEY CONTROL
 AJ1832
 AJ1832  NAD 83(CORS)-  37 18 05.50475(N)    095 36 05.33250(W) AD(1997.00) c
 AJ1832  ELLIP H (03/??/01)  238.72   (m)                       GP(1997.00) c c
 AJ1832
 AJ1832.Superseded values are not recommended for survey control.
 AJ1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1832.See file dsdata.txt to determine how the superseded data were derived.
 AJ1832
 AJ1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6942631496(NAD 83)
 AJ1832_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ1832
 AJ1832                          STATION DESCRIPTION
 AJ1832
 AJ1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ1832'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ1832'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ1832'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ1832'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ1832'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1833 ***********************************************************************
 AJ1833  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ1833  DESIGNATION -  NEODESHA (2) CORS L1 PHASE CENTER
 AJ1833  CORS_ID     -  NDS1
 AJ1833  PID         -  AJ1833
 AJ1833  STATE/COUNTY-  KS/MONTGOMERY
 AJ1833  USGS QUAD   -  CHERRYVALE (1979)
 AJ1833
 AJ1833                         *CURRENT SURVEY CONTROL
 AJ1833  ___________________________________________________________________
 AJ1833* NAD 83(CORS)-  37 18 05.50475(N)    095 36 05.33254(W)     ADJUSTED  
 AJ1833* NAVD 88     -                                                        
 AJ1833  ___________________________________________________________________
 AJ1833  EPOCH DATE  -        2002.00
 AJ1833  X           -    -495,849.278 (meters)                     COMP
 AJ1833  Y           -  -5,055,716.291 (meters)                     COMP
 AJ1833  Z           -   3,844,210.165 (meters)                     COMP
 AJ1833  ELLIP HEIGHT-         238.79  (meters)          (03/??/02) GPS OBS
 AJ1833  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AJ1833
 AJ1833  HORZ ORDER  -  SPECIAL (CORS)
 AJ1833  ELLP ORDER  -  SPECIAL (CORS)
 AJ1833
 AJ1833.ITRF positions are available for this station.
 AJ1833.The coordinates were established by GPS observations
 AJ1833.and adjusted by the National Geodetic Survey in March 2002..
 AJ1833.The coordinates are valid at the epoch date displayed above.
 AJ1833.The epoch date for horizontal control is a decimal equivalence
 AJ1833.of Year/Month/Day.
 AJ1833
 AJ1833
 AJ1833.The PID for the CORS ARP is AJ1832.
 AJ1833
 AJ1833.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ1833
 AJ1833.The ellipsoidal height was determined by GPS observations
 AJ1833.and is referenced to NAD 83.
 AJ1833
 AJ1833.The geoid height was determined by GEOID03.
 AJ1833
 AJ1833;                    North         East     Units Scale Factor Converg.
 AJ1833;SPC KS S     -   474,454.628   656,936.532   MT  0.99999333   +1 46 52.4
 AJ1833
 AJ1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1833!SPC KS S     -   0.99996253  x   0.99999333  =   0.99995586
 AJ1833
 AJ1833                          SUPERSEDED SURVEY CONTROL
 AJ1833
 AJ1833  NAD 83(CORS)-  37 18 05.50475(N)    095 36 05.33253(W) AD(1997.00) c
 AJ1833  ELLIP H (03/??/01)  238.79   (m)                       GP(1997.00) c c
 AJ1833
 AJ1833.Superseded values are not recommended for survey control.
 AJ1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1833.See file dsdata.txt to determine how the superseded data were derived.
 AJ1833
 AJ1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6942631496(NAD 83)
 AJ1833_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ1833
 AJ1833                          STATION DESCRIPTION
 AJ1833
 AJ1833'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ1833'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ1833'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ1833'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ1833'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ1833'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9566 ***********************************************************************
 AF9566  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9566  DESIGNATION -  NEODESHA CORS ARP
 AF9566  CORS_ID     -  NDSK
 AF9566  PID         -  AF9566
 AF9566  STATE/COUNTY-  KS/MONTGOMERY
 AF9566  USGS QUAD   -  NEODESHA (1979)
 AF9566
 AF9566                         *CURRENT SURVEY CONTROL
 AF9566  ___________________________________________________________________
 AF9566* NAD 83(CORS)-  37 22 50.77908(N)    095 38 17.62222(W)     ADJUSTED  
 AF9566* NAVD 88     -                                                        
 AF9566  ___________________________________________________________________
 AF9566  EPOCH DATE  -        2002.00
 AF9566  X           -    -498,566.661 (meters)                     COMP
 AF9566  Y           -  -5,050,078.982 (meters)                     COMP
 AF9566  Z           -   3,851,195.361 (meters)                     COMP
 AF9566  ELLIP HEIGHT-         226.96  (meters)          (03/??/02) GPS OBS
 AF9566  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AF9566
 AF9566  HORZ ORDER  -  SPECIAL (CORS)
 AF9566  ELLP ORDER  -  SPECIAL (CORS)
 AF9566
 AF9566.ITRF positions are available for this station.
 AF9566.The coordinates were established by GPS observations
 AF9566.and adjusted by the National Geodetic Survey in March 2002..
 AF9566.The coordinates are valid at the epoch date displayed above.
 AF9566.The epoch date for horizontal control is a decimal equivalence
 AF9566.of Year/Month/Day.
 AF9566
 AF9566
 AF9566.The PID for the CORS L1 Phase Center is AB7310.
 AF9566
 AF9566.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9566
 AF9566.The ellipsoidal height was determined by GPS observations
 AF9566.and is referenced to NAD 83.
 AF9566
 AF9566.The geoid height was determined by GEOID03.
 AF9566
 AF9566;                    North         East     Units Scale Factor Converg.
 AF9566;SPC KS S     -   483,144.433   653,410.247   MT  0.99997953   +1 45 31.1
 AF9566
 AF9566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9566!SPC KS S     -   0.99996439  x   0.99997953  =   0.99994392
 AF9566
 AF9566                          SUPERSEDED SURVEY CONTROL
 AF9566
 AF9566  NAD 83(CORS)-  37 22 50.77878(N)    095 38 17.62222(W) AD(1997.00) c
 AF9566  ELLIP H (07/??/98)  226.96   (m)                       GP(1997.00) c c
 AF9566  NAD 83(CORS)-  37 22 50.77895(N)    095 38 17.62222(W) AD(1996.00) c
 AF9566  ELLIP H (10/??/96)  227.01   (m)                       GP(1996.00) c c
 AF9566
 AF9566.Superseded values are not recommended for survey control.
 AF9566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9566.See file dsdata.txt to determine how the superseded data were derived.
 AF9566
 AF9566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6641540380(NAD 83)
 AF9566_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9566
 AF9566                          STATION DESCRIPTION
 AF9566
 AF9566'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9566'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9566'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9566'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9566'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9566'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7310 ***********************************************************************
 AB7310  CORS        -  This is a GPS Continuously Operating Reference Station.
 AB7310  DESIGNATION -  NEODESHA CORS L1 PHASE CENTER
 AB7310  CORS_ID     -  NDSK
 AB7310  PID         -  AB7310
 AB7310  STATE/COUNTY-  KS/MONTGOMERY
 AB7310  USGS QUAD   -  NEODESHA (1979)
 AB7310
 AB7310                         *CURRENT SURVEY CONTROL
 AB7310  ___________________________________________________________________
 AB7310* NAD 83(CORS)-  37 22 50.77908(N)    095 38 17.62224(W)     ADJUSTED  
 AB7310* NAVD 88     -                                                        
 AB7310  ___________________________________________________________________
 AB7310  EPOCH DATE  -        2002.00
 AB7310  X           -    -498,566.667 (meters)                     COMP
 AB7310  Y           -  -5,050,079.045 (meters)                     COMP
 AB7310  Z           -   3,851,195.410 (meters)                     COMP
 AB7310  ELLIP HEIGHT-         227.04  (meters)          (03/??/02) GPS OBS
 AB7310  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 AB7310
 AB7310  HORZ ORDER  -  SPECIAL (CORS)
 AB7310  ELLP ORDER  -  SPECIAL (CORS)
 AB7310
 AB7310.ITRF positions are available for this station.
 AB7310.The coordinates were established by GPS observations
 AB7310.and adjusted by the National Geodetic Survey in March 2002..
 AB7310.The coordinates are valid at the epoch date displayed above.
 AB7310.The epoch date for horizontal control is a decimal equivalence
 AB7310.of Year/Month/Day.
 AB7310
 AB7310
 AB7310.The PID for the CORS ARP is AF9566.
 AB7310
 AB7310.The XYZ, and position/ellipsoidal ht. are equivalent.
 AB7310
 AB7310.The ellipsoidal height was determined by GPS observations
 AB7310.and is referenced to NAD 83.
 AB7310
 AB7310.The geoid height was determined by GEOID03.
 AB7310
 AB7310;                    North         East     Units Scale Factor Converg.
 AB7310;SPC KS S     -   483,144.433   653,410.246   MT  0.99997953   +1 45 31.1
 AB7310
 AB7310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7310!SPC KS S     -   0.99996437  x   0.99997953  =   0.99994390
 AB7310
 AB7310                          SUPERSEDED SURVEY CONTROL
 AB7310
 AB7310  NAD 83(CORS)-  37 22 50.77878(N)    095 38 17.62224(W) AD(1997.00) c
 AB7310  ELLIP H (07/??/98)  227.04   (m)                       GP(1997.00) c c
 AB7310  NAD 83(CORS)-  37 22 50.77895(N)    095 38 17.62224(W) AD(1996.00) c
 AB7310  ELLIP H (10/??/96)  227.08   (m)                       GP(1996.00) c c
 AB7310
 AB7310.Superseded values are not recommended for survey control.
 AB7310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7310.See file dsdata.txt to determine how the superseded data were derived.
 AB7310
 AB7310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6641540380(NAD 83)
 AB7310_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AB7310
 AB7310                          STATION DESCRIPTION
 AB7310
 AB7310'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AB7310'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AB7310'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AB7310'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AB7310'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AB7310'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0818 ***********************************************************************
 HE0818  DESIGNATION -  NEODESHA MUN LT PWR PLT STK
 HE0818  PID         -  HE0818
 HE0818  STATE/COUNTY-  KS/MONTGOMERY
 HE0818  USGS QUAD   -  NEODESHA (1979)
 HE0818
 HE0818                         *CURRENT SURVEY CONTROL
 HE0818  ___________________________________________________________________
 HE0818* NAD 83(1997)-  37 25 07.15643(N)    095 41 35.63479(W)     ADJUSTED  
 HE0818* NAVD 88     -                                                        
 HE0818  ___________________________________________________________________
 HE0818  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 HE0818  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HE0818
 HE0818  HORZ ORDER  -  THIRD
 HE0818
 HE0818.The horizontal coordinates were established by classical geodetic methods
 HE0818.and adjusted by the National Geodetic Survey in October 1998..
 HE0818
 HE0818
 HE0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0818
 HE0818.The geoid height was determined by GEOID03.
 HE0818
 HE0818;                    North         East     Units Scale Factor Converg.
 HE0818;SPC KS S     -   487,198.774   648,414.618   MT  0.99997360   +1 43 29.4
 HE0818;UTM  15      - 4,144,721.873   261,663.862   MT  1.00029976   -1 38 14.2
 HE0818
 HE0818                          SUPERSEDED SURVEY CONTROL
 HE0818
 HE0818  NAD 83(1997)-  37 25 07.16055(N)    095 41 35.63206(W) AD(       ) 4
 HE0818  NAD 83(1986)-  37 25 07.16589(N)    095 41 35.61603(W) AD(       ) 4
 HE0818  NAD 27      -  37 25 06.95000(N)    095 41 34.69000(W) AD(       ) 3
 HE0818
 HE0818.Superseded values are not recommended for survey control.
 HE0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0818.See file dsdata.txt to determine how the superseded data were derived.
 HE0818
 HE0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6166444722(NAD 83)
 HE0818_MARKER: 63 = STACK
 HE0818
 HE0818  HISTORY     - Date     Condition        Report By
 HE0818  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0818
 HE0818                          STATION DESCRIPTION
 HE0818
 HE0818'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0816 ***********************************************************************
 HE0816  DESIGNATION -  NEODESHA MUNICIPAL TANK
 HE0816  PID         -  HE0816
 HE0816  STATE/COUNTY-  KS/MONTGOMERY
 HE0816  USGS QUAD   -  NEODESHA (1979)
 HE0816
 HE0816                         *CURRENT SURVEY CONTROL
 HE0816  ___________________________________________________________________
 HE0816* NAD 83(1997)-  37 25 05.63311(N)    095 40 44.74519(W)     ADJUSTED  
 HE0816* NAVD 88     -                                                        
 HE0816  ___________________________________________________________________
 HE0816  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HE0816  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HE0816
 HE0816  HORZ ORDER  -  THIRD
 HE0816
 HE0816.The horizontal coordinates were established by classical geodetic methods
 HE0816.and adjusted by the National Geodetic Survey in October 1998..
 HE0816
 HE0816
 HE0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0816
 HE0816.The geoid height was determined by GEOID03.
 HE0816
 HE0816;                    North         East     Units Scale Factor Converg.
 HE0816;SPC KS S     -   487,189.593   649,666.773   MT  0.99997366   +1 44 00.7
 HE0816;UTM  15      - 4,144,639.246   262,913.726   MT  1.00029244   -1 37 43.2
 HE0816
 HE0816                          SUPERSEDED SURVEY CONTROL
 HE0816
 HE0816  NAD 83(1997)-  37 25 05.63739(N)    095 40 44.74268(W) AD(       ) 4
 HE0816  NAD 83(1986)-  37 25 05.64272(N)    095 40 44.72688(W) AD(       ) 4
 HE0816  NAD 27      -  37 25 05.42800(N)    095 40 43.79900(W) AD(       ) 3
 HE0816
 HE0816.Superseded values are not recommended for survey control.
 HE0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0816.See file dsdata.txt to determine how the superseded data were derived.
 HE0816
 HE0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6291444639(NAD 83)
 HE0816_MARKER: 51 = TANK
 HE0816
 HE0816  HISTORY     - Date     Condition        Report By
 HE0816  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0816
 HE0816                          STATION DESCRIPTION
 HE0816
 HE0816'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0820 ***********************************************************************
 HE0820  DESIGNATION -  NEODESHA STAN OIL KAN REF STK
 HE0820  PID         -  HE0820
 HE0820  STATE/COUNTY-  KS/MONTGOMERY
 HE0820  USGS QUAD   -  NEODESHA (1979)
 HE0820
 HE0820                         *CURRENT SURVEY CONTROL
 HE0820  ___________________________________________________________________
 HE0820* NAD 83(1997)-  37 25 58.08304(N)    095 41 25.20800(W)     ADJUSTED  
 HE0820* NAVD 88     -                                                        
 HE0820  ___________________________________________________________________
 HE0820  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HE0820  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 HE0820
 HE0820  HORZ ORDER  -  THIRD
 HE0820
 HE0820.The horizontal coordinates were established by classical geodetic methods
 HE0820.and adjusted by the National Geodetic Survey in October 1998..
 HE0820
 HE0820
 HE0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0820
 HE0820.The geoid height was determined by GEOID03.
 HE0820
 HE0820;                    North         East     Units Scale Factor Converg.
 HE0820;SPC KS S     -   488,775.773   648,623.577   MT  0.99997149   +1 43 35.8
 HE0820;UTM  15      - 4,146,284.411   261,965.052   MT  1.00029799   -1 38 09.7
 HE0820
 HE0820                          SUPERSEDED SURVEY CONTROL
 HE0820
 HE0820  NAD 83(1997)-  37 25 58.08705(N)    095 41 25.20543(W) AD(       ) 4
 HE0820  NAD 83(1986)-  37 25 58.09205(N)    095 41 25.18960(W) AD(       ) 4
 HE0820  NAD 27      -  37 25 57.88000(N)    095 41 24.26000(W) AD(       ) 3
 HE0820
 HE0820.Superseded values are not recommended for survey control.
 HE0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0820.See file dsdata.txt to determine how the superseded data were derived.
 HE0820
 HE0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6196546284(NAD 83)
 HE0820_MARKER: 63 = STACK
 HE0820
 HE0820  HISTORY     - Date     Condition        Report By
 HE0820  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0820
 HE0820                          STATION DESCRIPTION
 HE0820
 HE0820'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1182 ***********************************************************************
 HE1182  DESIGNATION -  NEODPORT
 HE1182  PID         -  HE1182
 HE1182  STATE/COUNTY-  KS/WILSON
 HE1182  USGS QUAD   -  NEODESHA (1979)
 HE1182
 HE1182                         *CURRENT SURVEY CONTROL
 HE1182  ___________________________________________________________________
 HE1182* NAD 83(1997)-  37 26 05.63729(N)    095 38 50.39050(W)     ADJUSTED  
 HE1182* NAVD 88     -       254.9    (meters)     836.     (feet)  VERTCON   
 HE1182  ___________________________________________________________________
 HE1182  X           -    -499,009.570 (meters)                     COMP
 HE1182  Y           -  -5,046,365.533 (meters)                     COMP
 HE1182  Z           -   3,855,965.497 (meters)                     COMP
 HE1182  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HE1182  ELLIP HEIGHT-         223.92  (meters)          (10/02/98) GPS OBS
 HE1182  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HE1182
 HE1182  HORZ ORDER  -  THIRD
 HE1182  ELLP ORDER  -  FOURTH    CLASS I
 HE1182
 HE1182.This mark is at Neodesha Municipal Airport (2K7)
 HE1182
 HE1182.The horizontal coordinates were established by GPS observations
 HE1182.and adjusted by the National Geodetic Survey in October 1998..
 HE1182
 HE1182.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1182
 HE1182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1182
 HE1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1182
 HE1182.The ellipsoidal height was determined by GPS observations
 HE1182.and is referenced to NAD 83.
 HE1182
 HE1182.The geoid height was determined by GEOID03.
 HE1182
 HE1182;                    North         East     Units Scale Factor Converg.
 HE1182;SPC KS S     -   489,124.105   652,420.719   MT  0.99997118   +1 45 11.0
 HE1182;UTM  15      - 4,146,409.448   265,777.290   MT  1.00027581   -1 36 35.8
 HE1182
 HE1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1182!SPC KS S     -   0.99996486  x   0.99997118  =   0.99993604
 HE1182!UTM  15      -   0.99996486  x   1.00027581  =   1.00024066
 HE1182
 HE1182:                Primary Azimuth Mark                     Grid Az
 HE1182:SPC KS S     -  NEODPORT AZ MK                           027 01 09.7
 HE1182:UTM  15      -  NEODPORT AZ MK                           030 22 56.5
 HE1182
 HE1182|---------------------------------------------------------------------|
 HE1182| PID    Reference Object                     Distance      Geod. Az  |
 HE1182|                                                           dddmmss.s |
 HE1182| HE1183 NEODPORT AZ MK                      407.899 METERS 0284620.7 |
 HE1182|---------------------------------------------------------------------|
 HE1182
 HE1182                          SUPERSEDED SURVEY CONTROL
 HE1182
 HE1182  NAD 83(1997)-  37 26 05.63863(N)    095 38 50.38563(W) AD(       ) 3
 HE1182  NAD 83(1986)-  37 26 05.64788(N)    095 38 50.38392(W) AD(       ) 3
 HE1182  NGVD 29 (02/23/90)  254.8    (m)          836.     (f) GPS OBS        
 HE1182
 HE1182.Superseded values are not recommended for survey control.
 HE1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1182.See file dsdata.txt to determine how the superseded data were derived.
 HE1182
 HE1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6577746409(NAD 83)
 HE1182_MARKER: I = METAL ROD
 HE1182_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HE1182_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HE1182_STAMPING: NEODPORT 1989
 HE1182_MARK LOGO: NGS   
 HE1182_PROJECTION: FLUSH
 HE1182_MAGNETIC: I = MARKER IS A STEEL ROD
 HE1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1182+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HE1182_ROD/PIPE-DEPTH: 1.50 meters
 HE1182_SLEEVE-DEPTH  : 01.0 meters
 HE1182
 HE1182  HISTORY     - Date     Condition        Report By
 HE1182  HISTORY     - 1989     MONUMENTED       NGS
 HE1182
 HE1182                          STATION DESCRIPTION
 HE1182
 HE1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HE1182'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHEAST OF NEODESHA,
 HE1182'AT THE NEODESHA MUNICIPAL AIRPORT, IN THE NORTHWEST ANGLE OF THE
 HE1182'JUNCTION OF THE PAVED RUNWAY AND THE CONNECTING TAXIWAY.
 HE1182'OWNERSHIP--CITY OF NEODESHA, C/O CITY MANAGER BRUNO RUMBELOW, 102
 HE1182'SOUTH FOURTH STREET, NEODESHA KS 66757.  PHONE (316)325-2828.
 HE1182'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE
 HE1182'HIGHWAY 37, ABOUT 3.0 KM (1.85 MI) EAST-NORTHEAST OF NEODESHA, GO
 HE1182'NORTH FOR 0.7 KM (0.45 MI) ON HIGHWAY 75 TO A PAVED ROAD RIGHT.  TURN
 HE1182'RIGHT AND GO NORTHEAST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE
 HE1182'ROAD TO A GATE.  GO SOUTHEAST FOR 0.1 KM (0.05 MI), PASSING THROUGH
 HE1182'THE GATE, ACROSS AN APRON AND ON THE CONNECTING TAXIWAY TO THE STATION
 HE1182'ON THE LEFT, JUST BEFORE THE PAVED RUNWAY.
 HE1182'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HE1182'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 1.5 METERS IN A GREASE
 HE1182'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HE1182'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HE1182'22.4 M (73.5 FT) NORTH FROM THE JUNCTION OF THE NORTHWEST EDGE OF THE
 HE1182'PAVED RUNWAY AND THE CENTER OF THE CONNECTING TAXIWAY, 12.2 M
 HE1182'(40.0 FT) NORTHEAST FROM THE NORTHEAST CURVING EDGE OF THE CONNECTING
 HE1182'TAXIWAY AND 10.7 M (35.1 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE
 HE1182'RUNWAY.
 HE1182'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1183 ***********************************************************************
 HE1183  DESIGNATION -  NEODPORT AZ MK
 HE1183  PID         -  HE1183
 HE1183  STATE/COUNTY-  KS/WILSON
 HE1183  USGS QUAD   -  NEODESHA (1979)
 HE1183
 HE1183                         *CURRENT SURVEY CONTROL
 HE1183  ___________________________________________________________________
 HE1183* NAD 83(1997)-  37 26 17.23455(N)    095 38 42.40386(W)     ADJUSTED  
 HE1183* NAVD 88     -       256.     (meters)     840.     (feet)  VERTCON   
 HE1183  ___________________________________________________________________
 HE1183  X           -    -498,792.913 (meters)                     COMP
 HE1183  Y           -  -5,046,169.774 (meters)                     COMP
 HE1183  Z           -   3,856,250.337 (meters)                     COMP
 HE1183  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 HE1183  ELLIP HEIGHT-         225.46  (meters)          (10/02/98) GPS OBS
 HE1183  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 HE1183
 HE1183  HORZ ORDER  -  THIRD
 HE1183  ELLP ORDER  -  FOURTH    CLASS I
 HE1183
 HE1183.This mark is at Neodesha Municipal Airport (2K7)
 HE1183
 HE1183.The horizontal coordinates were established by GPS observations
 HE1183.and adjusted by the National Geodetic Survey in October 1998..
 HE1183.No horizontal observational check was made to the station.
 HE1183
 HE1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1183
 HE1183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1183
 HE1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1183
 HE1183.The ellipsoidal height was determined by GPS observations
 HE1183.and is referenced to NAD 83.
 HE1183
 HE1183.The geoid height was determined by GEOID03.
 HE1183
 HE1183;                    North         East     Units Scale Factor Converg.
 HE1183;SPC KS S     -   489,487.473   652,606.019   MT  0.99997072   +1 45 15.9
 HE1183;UTM  15      - 4,146,761.427   265,983.650   MT  1.00027462   -1 36 31.3
 HE1183
 HE1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1183!SPC KS S     -   0.99996462  x   0.99997072  =   0.99993534
 HE1183!UTM  15      -   0.99996462  x   1.00027462  =   1.00023923
 HE1183
 HE1183:                Primary Azimuth Mark                     Grid Az
 HE1183:SPC KS S     -  NEODPORT                                 207 01 09.7
 HE1183:UTM  15      -  NEODPORT                                 210 22 56.9
 HE1183
 HE1183|---------------------------------------------------------------------|
 HE1183| PID    Reference Object                     Distance      Geod. Az  |
 HE1183|                                                           dddmmss.s |
 HE1183| HE1182 NEODPORT                            407.899 METERS 2084625.6 |
 HE1183|---------------------------------------------------------------------|
 HE1183
 HE1183                          SUPERSEDED SURVEY CONTROL
 HE1183
 HE1183  NAD 83(1997)-  37 26 17.23584(N)    095 38 42.39904(W) AD(       ) 3
 HE1183  NAD 83(1986)-  37 26 17.24584(N)    095 38 42.39657(W) AD(       ) 3
 HE1183  NGVD 29 (02/23/90)  256.     (m)          840.     (f) GPS OBS        
 HE1183
 HE1183.Superseded values are not recommended for survey control.
 HE1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1183.See file dsdata.txt to determine how the superseded data were derived.
 HE1183
 HE1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB6598446761(NAD 83)
 HE1183_MARKER: DZ = AZIMUTH MARK DISK
 HE1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1183_SP_SET: CONCRETE POST
 HE1183_STAMPING: NEODPORT 1989
 HE1183_MARK LOGO: NGS   
 HE1183_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE1183+STABILITY: SURFACE MOTION
 HE1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1183+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HE1183
 HE1183  HISTORY     - Date     Condition        Report By
 HE1183  HISTORY     - 1989     MONUMENTED       NGS
 HE1183
 HE1183                          STATION DESCRIPTION
 HE1183
 HE1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HE1183'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NORTHEAST OF NEODESHA,
 HE1183'AT THE NEODESHA MUNICIPAL AIRPORT, ALONG THE NORTHWEST EDGE AND NEAR
 HE1183'THE NORTHEAST END OF THE PAVED RUNWAY.  OWNERSHIP--CITY OF NEODESHA,
 HE1183'C/O CITY MANAGER BRUNO RUMBELOW, 102 SOUTH FOURTH STREET, NEODESHA KS
 HE1183'66757.  PHONE (316)325-2828.
 HE1183'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 75 AND STATE
 HE1183'HIGHWAY 37, ABOUT 3.0 KM (1.85 MI) EAST-NORTHEAST OF NEODESHA, GO
 HE1183'NORTH FOR 0.7 KM (0.45 MI) ON HIGHWAY 75 TO A PAVED ROAD RIGHT.  TURN
 HE1183'RIGHT AND GO NORTHEAST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE
 HE1183'ROAD TO A LOCKED GATE.  GO SOUTHEAST FOR 0.1 KM (0.05 MI), PASSING
 HE1183'THROUGH THE GATE, ACROSS AN APRON AND ON THE CONNECTING TAXIWAY TO THE
 HE1183'PAVED RUNWAY.  TURN LEFT AND GO NORTHEAST FOR 0.4 KM (0.25 MI) ON THE
 HE1183'PAVED RUNWAY TO THE STATION ON THE LEFT, JUST BEFORE A PAVED
 HE1183'TURN-AROUND LEFT.
 HE1183'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND
 HE1183'CONCRETE POST FLUSH WITH THE GROUND.  LOCATED 37.9 M (124.3 FT)
 HE1183'WEST-SOUTHWEST FROM THE CENTER OF THE NORTHEAST END OF THE PAVED
 HE1183'RUNWAY, 9.9 M (32.5 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE PAVED
 HE1183'RUNWAY AND 2.8 M (9.2 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE
 HE1183'PAVED TURN-AROUND.
 HE1183'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0854 ***********************************************************************
 HG0854  DESIGNATION -  NEOLA
 HG0854  PID         -  HG0854
 HG0854  STATE/COUNTY-  KS/STAFFORD
 HG0854  USGS QUAD   -  PRESTON (1971)
 HG0854
 HG0854                         *CURRENT SURVEY CONTROL
 HG0854  ___________________________________________________________________
 HG0854* NAD 83(1997)-  37 51 55.46524(N)    098 33 12.40878(W)     ADJUSTED  
 HG0854* NAVD 88     -       692.     (meters)    2270.     (feet)  SCALED    
 HG0854  ___________________________________________________________________
 HG0854  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 HG0854  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 HG0854
 HG0854  HORZ ORDER  -  THIRD
 HG0854
 HG0854.The horizontal coordinates were established by classical geodetic methods
 HG0854.and adjusted by the National Geodetic Survey in October 1998..
 HG0854
 HG0854.The orthometric height was scaled from a topographic map.
 HG0854
 HG0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0854
 HG0854.The geoid height was determined by GEOID03.
 HG0854
 HG0854;                    North         East     Units Scale Factor Converg.
 HG0854;SPC KS S     -   533,043.135   395,297.362   MT  0.99993633   -0 01 58.2
 HG0854;UTM  14      - 4,190,975.771   539,277.817   MT  0.99961900   +0 16 26.8
 HG0854
 HG0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0854!SPC KS S     -   0.99989567  x   0.99993633  =   0.99983201
 HG0854!UTM  14      -   0.99989567  x   0.99961900  =   0.99951471
 HG0854
 HG0854|---------------------------------------------------------------------|
 HG0854| PID    Reference Object                     Distance      Geod. Az  |
 HG0854|                                                           dddmmss.s |
 HG0854| HG0859 NEOLA AZ MK                         331.580 METERS 07246     |
 HG0854| CK9517 NEOLA RM 1                            6.760 METERS 21632     |
 HG0854| HG0858 NEOLA 2 RM 5 AZIMUTH                APPROX. 0.8 KM 2891747.1 |
 HG0854| HG0852 STAFFORD S MUNICIPAL TANK           APPROX.10.9 KM 3381241.4 |
 HG0854| HG0857 NEOLA 2                             274.218 METERS 33858     |
 HG0854| HG0851 STAFFORD N MUNICIPAL TANK           APPROX.11.8 KM 3391812.3 |
 HG0854| HG0856 NEOLA 2 RM 3                        294.622 METERS 34150     |
 HG0854| CK9518 NEOLA RM 2                            8.358 METERS 34607     |
 HG0854|---------------------------------------------------------------------|
 HG0854
 HG0854                          SUPERSEDED SURVEY CONTROL
 HG0854
 HG0854  NAD 83(1997)-  37 51 55.47216(N)    098 33 12.40997(W) AD(       ) 3
 HG0854  NAD 83(1986)-  37 51 55.47231(N)    098 33 12.40857(W) AD(       ) 3
 HG0854  NAD 27      -  37 51 55.42000(N)    098 33 11.12000(W) AD(       ) 3
 HG0854
 HG0854.Superseded values are not recommended for survey control.
 HG0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0854.See file dsdata.txt to determine how the superseded data were derived.
 HG0854
 HG0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG3927890976(NAD 83)
 HG0854_MARKER: DS = TRIANGULATION STATION DISK
 HG0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0854_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0854
 HG0854  HISTORY     - Date     Condition        Report By
 HG0854  HISTORY     - 1953     MONUMENTED       CGS
 HG0854  HISTORY     - 1974     GOOD             NGS
 HG0854
 HG0854                          STATION DESCRIPTION
 HG0854
 HG0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0854'THE STATION IS IN SECTION 20, T 25 S, R 11 W, ABOUT 7 MILES
 HG0854'SOUTH-SOUTHEAST OF STAFFORD, 7 MILES SOUTH-SOUTHWEST OF
 HG0854'ZENITH, 7 MILES NORTH OF PRESTON, 0.15 MILE SOUTH OF AN
 HG0854'EAST-WEST GRAVELED ROAD, 150 YARDS EAST OF A NORTH-SOUTH
 HG0854'HALF SECTION LINE FENCE, 150 YARDS SOUTH OF A WIRE FENCE
 HG0854'ON THE NORTH SIDE OF THE PASTURE, 6 FEET WEST OF A WHITE
 HG0854'4 IN X 4 IN WITNESS POST AND ON LAND OWNED BY MR. M.F. MC
 HG0854'CARTY.
 HG0854'
 HG0854'TO REACH THE STATION FROM THE POST OFFICE IN STAFFORD, GO
 HG0854'SOUTH ON U.S. HIGHWAY 50S FOR 0.5 MILE TO WHERE THE HIGHWAY
 HG0854'TURNS TO THE EAST, CONTINUE STRAIGHT AHEAD (SOUTH) CROSSING
 HG0854'A RAILROAD TRACK AND FOLLOW THE MAIN MACADAM ROAD FOR 6.2
 HG0854'MILES TO A CROSS ROAD, TURN LEFT (EAST) AND GO ON A GRAVELED
 HG0854'ROAD FOR 3 MILES TO A CROSS ROAD, TURN RIGHT (SOUTH) AND
 HG0854'GO ON A SANDY ROAD FOR 0.05 MILE TO A FARM DRIVEWAY ON THE
 HG0854'RIGHT, TURN RIGHT (WEST) GO THROUGH FARMYARD AND THROUGH
 HG0854'A GATE AT THE SOUTHWEST CORNER OF THE YARD, DRIVE WEST ON
 HG0854'THE SOUTH SIDE OF THE WIRE FENCE FOR 0.5 MILE TO THE AZIMUTH
 HG0854'MARK ON THE RIGHT AS DESCRIBED BELOW, CONTINUE WEST AND
 HG0854'WEST-SOUTHWEST ACROSS PASTURE LAND FOR 0.25 MILE TO THE
 HG0854'TOP OF THE SAND KNOLL AND THE STATION.
 HG0854'
 HG0854'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 HG0854'NEOLA 1953.
 HG0854'
 HG0854'REFERENCE MARK 1 PROJECTS 6 INCHES AND THE DISK IS STAMPED
 HG0854'NEOLA NO 1 1953.
 HG0854'
 HG0854'REFERENCE MARK 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 HG0854'NEOLA NO 2 1953.
 HG0854'
 HG0854'THE AZIMUTH MARK IS 18 FEET NORTH OF THE CENTER OF A TRACK
 HG0854'ROAD, 1.5 FEET WEST OF A WHITE 4 IN X 4 IN WITNESS POST
 HG0854'AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES
 HG0854'AND THE DISK IS STAMPED NEOLA 1953.
 HG0854'
 HG0854'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HG0854
 HG0854                          STATION RECOVERY (1974)
 HG0854
 HG0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HG0854'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HG0854'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO LANDSCAPING FOR AN
 HG0854'IRREGATION SYSTEM ALL THE MARKS WILL BE DESTROYED.  STATION NEOLA
 HG0854'2, REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED.
 HG0854'
 HG0854'SEE DESCRIPTION FOR NEOLA 2--
 HG0854'
 HG0854'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES SSE
 HG0854'OF STAFFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0857 ***********************************************************************
 HG0857  DESIGNATION -  NEOLA 2
 HG0857  PID         -  HG0857
 HG0857  STATE/COUNTY-  KS/STAFFORD
 HG0857  USGS QUAD   -  PRESTON (1971)
 HG0857
 HG0857                         *CURRENT SURVEY CONTROL
 HG0857  ___________________________________________________________________
 HG0857* NAD 83(1997)-  37 52 03.76683(N)    098 33 16.43497(W)     ADJUSTED  
 HG0857* NAVD 88     -       681.     (meters)    2234.     (feet)  SCALED    
 HG0857  ___________________________________________________________________
 HG0857  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 HG0857  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 HG0857
 HG0857  HORZ ORDER  -  THIRD
 HG0857
 HG0857.The horizontal coordinates were established by classical geodetic methods
 HG0857.and adjusted by the National Geodetic Survey in October 1998..
 HG0857
 HG0857.The orthometric height was scaled from a topographic map.
 HG0857
 HG0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0857
 HG0857.The geoid height was determined by GEOID03.
 HG0857
 HG0857;                    North         East     Units Scale Factor Converg.
 HG0857;SPC KS S     -   533,299.127   395,199.108   MT  0.99993630   -0 02 00.7
 HG0857;UTM  14      - 4,191,231.153   539,178.224   MT  0.99961890   +0 16 24.3
 HG0857
 HG0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0857!SPC KS S     -   0.99989739  x   0.99993630  =   0.99983370
 HG0857!UTM  14      -   0.99989739  x   0.99961890  =   0.99951633
 HG0857
 HG0857|---------------------------------------------------------------------|
 HG0857| PID    Reference Object                     Distance      Geod. Az  |
 HG0857|                                                           dddmmss.s |
 HG0857| HG0856 NEOLA 2 RM 3                         24.877 METERS 01520     |
 HG0857| HG0859 NEOLA AZ MK                         444.051 METERS 1104811.1 |
 HG0857| HG0854 NEOLA                               274.218 METERS 15858     |
 HG0857| HG0858 NEOLA 2 RM 5 AZIMUTH                APPROX. 0.6 KM 2695142.3 |
 HG0857| CK9519 NEOLA 2 RM 4                         24.826 METERS 34512     |
 HG0857|---------------------------------------------------------------------|
 HG0857
 HG0857                          SUPERSEDED SURVEY CONTROL
 HG0857
 HG0857  NAD 83(1997)-  37 52 03.77374(N)    098 33 16.43615(W) AD(       ) 3
 HG0857  NAD 83(1986)-  37 52 03.77405(N)    098 33 16.43465(W) AD(       ) 3
 HG0857  NAD 27      -  37 52 03.72169(N)    098 33 15.14620(W) AD(       ) 3
 HG0857
 HG0857.Superseded values are not recommended for survey control.
 HG0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0857.See file dsdata.txt to determine how the superseded data were derived.
 HG0857
 HG0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG3917891231(NAD 83)
 HG0857_MARKER: DS = TRIANGULATION STATION DISK
 HG0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0857
 HG0857  HISTORY     - Date     Condition        Report By
 HG0857  HISTORY     - 1974     MONUMENTED       NGS
 HG0857  HISTORY     - 1976     GOOD             NGS
 HG0857
 HG0857                          STATION DESCRIPTION
 HG0857
 HG0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HG0857'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF STAFFORD,
 HG0857'7 MILES SOUTH-SOUTHWEST OF ZENITH, 7 MILES NORTH OF PRESTON, ON
 HG0857'THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST SURFACED ROAD JOINTING
 HG0857'PROPERTY OWNED BY MR. ERNEST MCCARTY, TURON, KANSAS AND IN SECTION
 HG0857'20, T 25 S, R 11 W.
 HG0857'
 HG0857'TO REACH THE STATION FROM THE STAFFORD COOP GRAIN ELEVATOR AT THE
 HG0857'SOUTHWEST EDGE OF STAFFORD, GO SOUTH ON A SURFACED ROAD FOR 6.4
 HG0857'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A SURFACED ROAD FOR
 HG0857'2.2 MILES TO A FARM ON THE LEFT AND REFERENCE MARK 5 ON THE RIGHT.
 HG0857'CONTINUE EAST ON THE SURFACED ROAD FOR 0.4 MILE TO A FIELD ROAD
 HG0857'ON THE LEFT AND THE STATION ON THE RIGHT.
 HG0857'
 HG0857'THE STATION MARKS ARE STANDARD DISKS STAMPED NEOLA 2 1974.  THE
 HG0857'SURFACED DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 HG0857'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 42 FEET
 HG0857'SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 2 FEET NORTH OF A
 HG0857'CORNER FENCE POST THAT DIVIDES PROPERTY AND 2 FEET WEST OF A
 HG0857'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HG0857'MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 HG0857'
 HG0857'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 HG0857'NEOLA 2 NO 3 1974 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HG0857'38.5 FEET NORTH OF THE CENTER OF THE SURFACED ROAD, 1.7 FEET SOUTH
 HG0857'OF EAST END GATE POST AND 1 FOOT WEST OF A METAL WITNESS POST.
 HG0857'
 HG0857'REFERENCE MARK 4 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 HG0857'NEOLA 2 NO 4 1974 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HG0857'38.5 FEET NORTH OF THE CENTER OF THE SURFACED ROAD, 1.8 FEET
 HG0857'SOUTH OF THE WEST END GATE POST AND 1 FOOT EAST OF A METAL WITNESS
 HG0857'POST.
 HG0857'
 HG0857'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 HG0857'NEOLA 2 AZ NO 5 1974 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HG0857'4 FEET SOUTH OF THE EDGE OF CUT BANK, 3 FEET NORTHWEST OF A
 HG0857'POWER POLE WITH TRANSFORMER AND 1 FOOT NORTH OF A METAL WITNESS
 HG0857'POST.
 HG0857'
 HG0857'NEAREST TOWN--STAFFORD.
 HG0857
 HG0857                          STATION RECOVERY (1976)
 HG0857
 HG0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HG0857'THE STATION MARK, REFERENCE MARK 3, REFERENCE MARK 4 AND REFERENCE
 HG0857'MARK 5 (AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION AND AS
 HG0857'PREVIOUSLY DESCRIBED IN 1974.  THIS STATION WAS OBSERVED THIS DATE
 HG0857'FOR A COMPARISON OF THE DISTANCES AND DIRECTIONS TO THE REFERENCE
 HG0857'MARKS ESTABLISHED IN 1974.  THE DISTANCES AND DIRECTIONS CHECKED
 HG0857'THE PREVIOUSLY DATA GOOD.  THE PREVIOUS DESCRIPTION IS
 HG0857'ADEQUARE FOR RECOVERY OF THE STATION.
 HG0857'
 HG0857'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 HG0857'SOUTH-SOUTHEAST OF STAFFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0856 ***********************************************************************
 HG0856  DESIGNATION -  NEOLA 2 RM 3
 HG0856  PID         -  HG0856
 HG0856  STATE/COUNTY-  KS/STAFFORD
 HG0856  USGS QUAD   -  PRESTON (1971)
 HG0856
 HG0856                         *CURRENT SURVEY CONTROL
 HG0856  ___________________________________________________________________
 HG0856* NAD 83(1997)-  37 52 04.54501(N)    098 33 16.16592(W)     ADJUSTED  
 HG0856* NAVD 88     -       681.     (meters)    2234.     (feet)  SCALED    
 HG0856  ___________________________________________________________________
 HG0856  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 HG0856  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 HG0856
 HG0856  HORZ ORDER  -  THIRD
 HG0856
 HG0856.The horizontal coordinates were established by classical geodetic methods
 HG0856.and adjusted by the National Geodetic Survey in October 1998..
 HG0856
 HG0856.The orthometric height was scaled from a topographic map.
 HG0856
 HG0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0856
 HG0856.The geoid height was determined by GEOID03.
 HG0856
 HG0856;                    North         East     Units Scale Factor Converg.
 HG0856;SPC KS S     -   533,323.114   395,205.697   MT  0.99993629   -0 02 00.5
 HG0856;UTM  14      - 4,191,255.167   539,184.683   MT  0.99961891   +0 16 24.5
 HG0856
 HG0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0856!SPC KS S     -   0.99989739  x   0.99993629  =   0.99983369
 HG0856!UTM  14      -   0.99989739  x   0.99961891  =   0.99951634
 HG0856
 HG0856:                Primary Azimuth Mark                     Grid Az
 HG0856:SPC KS S     -  NEOLA AZ MK                              114 00 41.9
 HG0856:UTM  14      -  NEOLA AZ MK                              113 42 16.9
 HG0856
 HG0856|---------------------------------------------------------------------|
 HG0856| PID    Reference Object                     Distance      Geod. Az  |
 HG0856|                                                           dddmmss.s |
 HG0856| HG0859 NEOLA AZ MK                         447.111 METERS 1135841.4 |
 HG0856| HG0854 NEOLA                               294.622 METERS 16150     |
 HG0856| HG0857 NEOLA 2                              24.877 METERS 19520     |
 HG0856| HG0858 NEOLA 2 RM 5 AZIMUTH                APPROX. 0.6 KM 2674157.3 |
 HG0856| CK9520 NEOLA 2 RM 4                                       27002     |
 HG0856|---------------------------------------------------------------------|
 HG0856
 HG0856                          SUPERSEDED SURVEY CONTROL
 HG0856
 HG0856  NAD 83(1997)-  37 52 04.55193(N)    098 33 16.16710(W) AD(       ) 3
 HG0856  NAD 83(1986)-  37 52 04.55177(N)    098 33 16.16575(W) AD(       ) 3
 HG0856  NAD 27      -  37 52 04.49989(N)    098 33 14.87717(W) AD(       ) 3
 HG0856
 HG0856.Superseded values are not recommended for survey control.
 HG0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0856.See file dsdata.txt to determine how the superseded data were derived.
 HG0856
 HG0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG3918591255(NAD 83)
 HG0856_MARKER: DR = REFERENCE MARK DISK
 HG0856_SETTING: 0 = UNSPECIFIED SETTING
 HG0856
 HG0856  HISTORY     - Date     Condition        Report By
 HG0856  HISTORY     - 1974     MONUMENTED       NGS
 HG0856  HISTORY     - 1976     GOOD             NGS
 HG0856
 HG0856                          STATION DESCRIPTION
 HG0856
 HG0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HG0856'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF STAFFORD,
 HG0856'7 MILES SOUTH-SOUTHWEST OF ZENITH, 7 MILES NORTH OF PRESTON, ON
 HG0856'THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST SURFACED ROAD JOINTING
 HG0856'PROPERTY OWNED BY MR. ERNEST MCCARTY, TURON, KANSAS AND IN
 HG0856'SECTION 20, T 25 S, R 11 W.
 HG0856'
 HG0856'TO REACH NEOLA 2 FROM THE STAFFORD COOP GRAIN ELEVATOR AT THE
 HG0856'SOUTHWEST EDGE OF STAFFORD, GO SOUTH ON A SURFACED ROAD FOR 6.4
 HG0856'MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A SURFACED ROAD FOR
 HG0856'2.2 MILES TO A FARM ON THE LEFT AND REFERENCE MARK 5 ON THE RIGHT.
 HG0856'CONTINUE EAST ON THE SURFACED ROAD FOR 0.4 MILE TO A FIELD ROAD
 HG0856'ON THE LEFT AND THE STATION ON THE RIGHT.
 HG0856'
 HG0856'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 HG0856'NEOLA 2 NO 3 1974 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HG0856'38.5 FEET NORTH OF THE CENTER OF THE SURFACED ROAD, 1.7 FEET
 HG0856'SOUTH OF EAST END GATE POST AND 1 FOOT WEST OF A METAL WITNESS
 HG0856'POST.
 HG0856'
 HG0856'NEAREST TOWN--STAFFORD.
 HG0856
 HG0856                          STATION RECOVERY (1976)
 HG0856
 HG0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HG0856'REFERENCE MARK 3, RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 HG0856'DESCRIBED IN 1974.
 HG0856'
 HG0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 HG0856'SOUTH-SOUTHEAST OF STAFFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0858 ***********************************************************************
 HG0858  DESIGNATION -  NEOLA 2 RM 5 AZIMUTH
 HG0858  PID         -  HG0858
 HG0858  STATE/COUNTY-  KS/STAFFORD
 HG0858  USGS QUAD   -  PRESTON (1971)
 HG0858
 HG0858                         *CURRENT SURVEY CONTROL
 HG0858  ___________________________________________________________________
 HG0858* NAD 83(1997)-  37 52 03.71688(N)    098 33 42.14175(W)     ADJUSTED  
 HG0858* NAVD 88     -       687.     (meters)    2254.     (feet)  SCALED    
 HG0858  ___________________________________________________________________
 HG0858  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 HG0858  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 HG0858
 HG0858  HORZ ORDER  -  THIRD
 HG0858
 HG0858.The horizontal coordinates were established by classical geodetic methods
 HG0858.and adjusted by the National Geodetic Survey in October 1998..
 HG0858
 HG0858.The orthometric height was scaled from a topographic map.
 HG0858
 HG0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0858
 HG0858.The geoid height was determined by GEOID03.
 HG0858
 HG0858;                    North         East     Units Scale Factor Converg.
 HG0858;SPC KS S     -   533,297.979   394,570.830   MT  0.99993630   -0 02 16.5
 HG0858;UTM  14      - 4,191,226.640   538,550.162   MT  0.99961830   +0 16 08.6
 HG0858
 HG0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0858!SPC KS S     -   0.99989645  x   0.99993630  =   0.99983276
 HG0858!UTM  14      -   0.99989645  x   0.99961830  =   0.99951479
 HG0858
 HG0858:                Primary Azimuth Mark                     Grid Az
 HG0858:SPC KS S     -  NEOLA 2 RM 3                             087 43 57.9
 HG0858:UTM  14      -  NEOLA 2 RM 3                             087 25 32.8
 HG0858
 HG0858|---------------------------------------------------------------------|
 HG0858| PID    Reference Object                     Distance      Geod. Az  |
 HG0858|                                                           dddmmss.s |
 HG0858| HG0856 NEOLA 2 RM 3                        APPROX. 0.6 KM 0874141.4 |
 HG0858| HG0857 NEOLA 2                             APPROX. 0.6 KM 0895126.5 |
 HG0858|---------------------------------------------------------------------|
 HG0858
 HG0858                          SUPERSEDED SURVEY CONTROL
 HG0858
 HG0858  NAD 83(1997)-  37 52 03.72382(N)    098 33 42.14293(W) AD(       ) 3
 HG0858  NAD 83(1986)-  37 52 03.72392(N)    098 33 42.14148(W) AD(       ) 3
 HG0858  NAD 27      -  37 52 03.67150(N)    098 33 40.85226(W) AD(       ) 3
 HG0858
 HG0858.Superseded values are not recommended for survey control.
 HG0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0858.See file dsdata.txt to determine how the superseded data were derived.
 HG0858
 HG0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG3855091227(NAD 83)
 HG0858_MARKER: DR = REFERENCE MARK DISK
 HG0858_SETTING: 0 = UNSPECIFIED SETTING
 HG0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0858
 HG0858  HISTORY     - Date     Condition        Report By
 HG0858  HISTORY     - 1974     MONUMENTED       NGS
 HG0858  HISTORY     - 1976     GOOD             NGS
 HG0858
 HG0858                          STATION DESCRIPTION
 HG0858
 HG0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HG0858'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF STAFFORD,
 HG0858'7 MILES SOUTH-SOUTHWEST OF ZENITH, 7 MILES NORTH OF PRESTON, ON THE
 HG0858'SOUTH RIGHT-OF-WAY OF AN EAST-WEST SURFACED ROAD JOINTING PROPERTY
 HG0858'OWNED BY MR. ERNEST MCCARTY, TURON, KANSAS AND IN SECTION 20, T 25
 HG0858'S, R 11 W.
 HG0858'
 HG0858'TO REACH STATION FROM THE STAFFORD COOP GRAIN ELEVATOR AT
 HG0858'THE SOUTHWEST EDGE OF STAFFORD, GO SOUTH ON A SURFACED ROAD FOR
 HG0858'6.4 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON A SURFACED
 HG0858'ROAD FOR 2.2 MILES TO A FARM ON THE LEFT AND REFERENCE MARK 5 ON
 HG0858'THE RIGHT.
 HG0858'
 HG0858'REFERENCE MARK 5 IS A 4-INCH CAST ALUMINUM REFERENCE MARK STAMPED
 HG0858'NEOLA 2 AZ NO 5 1974 AND SET FLUSH WITH THE GROUND SURFACE.  IT IS
 HG0858'4 FEET SOUTH OF THE EDGE OF CUT BANK, 3 FEET NORTHWEST OF A POWER
 HG0858'POLE WITH TRANSFORMER AND 1 FOOT NORTH OF A METAL WITNESS POST.
 HG0858'
 HG0858'NEAREST TOWN--STAFFORD.
 HG0858
 HG0858                          STATION RECOVERY (1976)
 HG0858
 HG0858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HG0858'REFERENCE MARK 5 (AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION
 HG0858'AND AS PREVIOUSLY DESCRIBED IN 1974.
 HG0858'
 HG0858'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 HG0858'SOUTH-SOUTHEAST OF STAFFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0717 ***********************************************************************
 HE0717  DESIGNATION -  NEOSHO
 HE0717  PID         -  HE0717
 HE0717  STATE/COUNTY-  KS/NEOSHO
 HE0717  USGS QUAD   -  MC CUNE NE (1973)
 HE0717
 HE0717                         *CURRENT SURVEY CONTROL
 HE0717  ___________________________________________________________________
 HE0717* NAD 83(1997)-  37 28 05.13295(N)    095 05 17.99506(W)     ADJUSTED  
 HE0717* NAVD 88     -       294.5    (meters)     966.     (feet)  VERTCON   
 HE0717  ___________________________________________________________________
 HE0717  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HE0717  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HE0717
 HE0717  HORZ ORDER  -  SECOND
 HE0717
 HE0717.The horizontal coordinates were established by classical geodetic methods
 HE0717.and adjusted by the National Geodetic Survey in October 1998..
 HE0717
 HE0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0717
 HE0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0717
 HE0717.The geoid height was determined by GEOID03.
 HE0717
 HE0717;                    North         East     Units Scale Factor Converg.
 HE0717;SPC KS S     -   494,467.142   701,729.129   MT  0.99996651   +2 05 47.6
 HE0717;UTM  15      - 4,148,849.312   315,322.938   MT  1.00002012   -1 16 14.6
 HE0717
 HE0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0717!SPC KS S     -   0.99995857  x   0.99996651  =   0.99992509
 HE0717!UTM  15      -   0.99995857  x   1.00002012  =   0.99997869
 HE0717
 HE0717:                Primary Azimuth Mark                     Grid Az
 HE0717:SPC KS S     -  WALNUT MUNICIPAL TANK                    003 00 38.2
 HE0717:UTM  15      -  WALNUT MUNICIPAL TANK                    006 22 40.4
 HE0717
 HE0717|---------------------------------------------------------------------|
 HE0717| PID    Reference Object                     Distance      Geod. Az  |
 HE0717|                                                           dddmmss.s |
 HE0717| HE0679 WALNUT MUNICIPAL TANK               APPROX.14.6 KM 0050625.8 |
 HE0717| CL5836 NEOSHO AZ MK                                       0091951.2 |
 HE0717| CL5837 NEOSHO RM 1                          50.688 METERS 08026     |
 HE0717| CL5838 NEOSHO RM 2                          63.069 METERS 12718     |
 HE0717| HE0719 MC CUNE MUNICIPAL TANK              APPROX.14.2 KM 1543616.7 |
 HE0717| HE0722 MC CUNE FARMERS COOP ELEVATOR       APPROX.14.3 KM 1544630.0 |
 HE0717| HE0683 ST PAUL MUNICIPAL TANK              APPROX. 9.4 KM 3064752.1 |
 HE0717| HE0682 ST PAUL ST FRANCIS CATH CH CUP      APPROX. 8.4 KM 3082139.8 |
 HE0717|---------------------------------------------------------------------|
 HE0717
 HE0717                          SUPERSEDED SURVEY CONTROL
 HE0717
 HE0717  NAD 83(1997)-  37 28 05.13783(N)    095 05 17.99524(W) AD(       ) 2
 HE0717  NAD 83(1986)-  37 28 05.14385(N)    095 05 17.98514(W) AD(       ) 2
 HE0717  NAD 27      -  37 28 04.95036(N)    095 05 17.09081(W) AD(       ) 2
 HE0717  NGVD 29 (07/19/86)  294.4    (m)          966.     (f) VERT ANG       
 HE0717
 HE0717.Superseded values are not recommended for survey control.
 HE0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0717.See file dsdata.txt to determine how the superseded data were derived.
 HE0717
 HE0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1532348849(NAD 83)
 HE0717_MARKER: DS = TRIANGULATION STATION DISK
 HE0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0717_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0717
 HE0717  HISTORY     - Date     Condition        Report By
 HE0717  HISTORY     - 1965     MONUMENTED       CGS
 HE0717  HISTORY     - 1966     GOOD             CGS
 HE0717
 HE0717                          STATION DESCRIPTION
 HE0717
 HE0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0717'THE STATION IS 9-1/2 MILES NORTHWEST OF MC CUNE, 5-1/2 MILES
 HE0717'SOUTHEAST OF ST. PAUL, 6-1/2 MILES SOUTHWEST OF GREENBUSH, 80
 HE0717'YARDS WEST OF THE CRAWFORD-NEOSHO COUNTY LINE, ON A HILL
 HE0717'IN PASTURE LAND, AND ON PROPERTY OWNED BY MR. FRED BEACHNER OF
 HE0717'ST. PAUL.
 HE0717'
 HE0717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160
 HE0717'AND STATE HIGHWAY 126, 1 MILE SOUTHEAST OF MC CUNE, GO NORTH
 HE0717'ON HIGHWAY 126 FOR 5.2 MILES TO A POINT WHERE HIGHWAY 126 BEARS
 HE0717'RIGHT, EAST.  CONTINUE STRAIGHT AHEAD AND GO NORTH ON A GRAVEL
 HE0717'ROAD FOR 4.1 MILES TO A CROSSROAD. TURN LEFT AND GO WEST ON A
 HE0717'GRAVEL ROAD FOR 4.2 MILES TO A CROSSROAD AND THE AZIMUTH MARK
 HE0717'ON THE RIGHT.  TURN LEFT AND GO SOUTH FOR 0.2 MILE TO A GATE
 HE0717'AND THE STATION ON THE RIGHT.
 HE0717'
 HE0717'STATION MARK IS A STANDARD DISK STAMPED NEOSHO 1964, SET IN A
 HE0717'CONCRETE POST 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 HE0717'IS 165 FEET WEST OF THE SOUTH GATE POST, 91.5 FEET WEST-NORTHWEST
 HE0717'OF A 24-INCH TREE, 89.5 FEET SOUTHEAST OF A LONE 36-INCH TREE,
 HE0717'AND 74.5 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD.
 HE0717'
 HE0717'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NEOSHO NO 1 1964, IS
 HE0717'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 HE0717'IT IS 24 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD, 19
 HE0717'FEET NORTH OF THE SOUTH GATE POST, 1.5 FEET SOUTH OF A METAL
 HE0717'WITNESS POST, AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 HE0717'
 HE0717'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NEOSHO NO 2 1964,
 HE0717'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0717'4 INCHES.  IT IS 126 FEET SOUTHEAST OF THE 24-INCH TREE, 133
 HE0717'FEET SOUTH OF THE SOUTH GATE POST, 24 FEET WEST OF THE CENTERLINE
 HE0717'OF THE GRAVEL ROAD, AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 HE0717'
 HE0717'AZIMUTH MARK IS A STANDARD DISK STAMPED NEOSHO 1964, SET
 HE0717'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 4
 HE0717'INCHES.  IT IS 79 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 HE0717'GRAVEL ROAD, 55 FEET NORTH OF A SOUTHWEST CORNER FENCE POST,
 HE0717'1.5 FEET SOUTH OF A METAL WITNESS POST, AND 1 FOOT WEST OF A
 HE0717'NORTH-SOUTH FENCE.
 HE0717'
 HE0717'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HE0717
 HE0717                          STATION RECOVERY (1966)
 HE0717
 HE0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0717'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HE0717'WERE RECOVERED AS DESCRIBED BY JOHN C. CHILDS IN 1965.  A
 HE0717'DIFFERENCE WAS FOUND IN THE DISTANCE TO R.M. 1 AND NOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1367 ***********************************************************************
 JF1367  DESIGNATION -  NEOSHO RAPIDS RWD NO 4 SPIPE
 JF1367  PID         -  JF1367
 JF1367  STATE/COUNTY-  KS/LYON
 JF1367  USGS QUAD   -  LANG (1979)
 JF1367
 JF1367                         *CURRENT SURVEY CONTROL
 JF1367  ___________________________________________________________________
 JF1367* NAD 83(1997)-  38 24 23.79580(N)    096 01 15.22005(W)     ADJUSTED  
 JF1367* NAVD 88     -                                                        
 JF1367  ___________________________________________________________________
 JF1367  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 JF1367  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 JF1367
 JF1367  HORZ ORDER  -  THIRD
 JF1367
 JF1367.The horizontal coordinates were established by classical geodetic methods
 JF1367.and adjusted by the National Geodetic Survey in October 1998..
 JF1367
 JF1367
 JF1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1367
 JF1367.The geoid height was determined by GEOID03.
 JF1367
 JF1367;                    North         East     Units Scale Factor Converg.
 JF1367;SPC KS S     -   595,990.207   616,506.660   MT  0.99997226   +1 31 24.5
 JF1367;UTM  14      - 4,255,134.273   760,133.736   MT  1.00043345   +1 51 06.4
 JF1367;UTM  15      - 4,255,253.102   236,216.508   MT  1.00045700   -1 52 40.0
 JF1367
 JF1367                          SUPERSEDED SURVEY CONTROL
 JF1367
 JF1367  NAD 83(1986)-  38 24 23.80254(N)    096 01 15.22187(W) AD(       ) 4
 JF1367  NAD 27      -  38 24 23.75139(N)    096 01 14.25421(W) AD(       ) 3
 JF1367
 JF1367.Superseded values are not recommended for survey control.
 JF1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1367.See file dsdata.txt to determine how the superseded data were derived.
 JF1367
 JF1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH6013455134(NAD 83)
 JF1367_MARKER: 52 = STANDPIPE TANK
 JF1367
 JF1367  HISTORY     - Date     Condition        Report By
 JF1367  HISTORY     - 1974     FIRST OBSERVED   NGS
 JF1367
 JF1367                          STATION DESCRIPTION
 JF1367
 JF1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1367'NEOSHO RAPIDS, RURAL NUMBER 4 WATER STANDPIPE IS A STEEL STRUCTURE,
 JF1367'120 FEET HIGH, PAINTED PASTEL BLUE AND WITH RURAL NO 4 PAINTED IN
 JF1367'BLACK ON THE NORTH AND SOUTH SIDES.
 JF1367'
 JF1367'STATION IS THE LIGHT ATOP THE STANDPIPE AND IS LOCATED ABOUT 2 MILES
 JF1367'NORTHWEST OF NEOSHO RAPIDS.
 JF1367'
 JF1367'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 50 AND STATE
 JF1367'HIGHWAY 130 ABOUT 2-1/2 MILES NORTH OF NEOSHO RAPIDS, GO WEST ALONG
 JF1367'US HIGHWAY 50 FOR 2 MILES, THENCE SOUTH 0.3 MILE TO THE STATION ON
 JF1367'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1368 ***********************************************************************
 JF1368  DESIGNATION -  NEOSHO RAPIDS WU MICROWAVE
 JF1368  PID         -  JF1368
 JF1368  STATE/COUNTY-  KS/LYON
 JF1368  USGS QUAD   -  LANG (1979)
 JF1368
 JF1368                         *CURRENT SURVEY CONTROL
 JF1368  ___________________________________________________________________
 JF1368* NAD 83(1997)-  38 25 59.71610(N)    096 01 23.05870(W)     ADJUSTED  
 JF1368* NAVD 88     -                                                        
 JF1368  ___________________________________________________________________
 JF1368  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 JF1368  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JF1368
 JF1368  HORZ ORDER  -  THIRD
 JF1368
 JF1368.The horizontal coordinates were established by classical geodetic methods
 JF1368.and adjusted by the National Geodetic Survey in October 1998..
 JF1368
 JF1368
 JF1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1368
 JF1368.The geoid height was determined by GEOID03.
 JF1368
 JF1368;                    North         East     Units Scale Factor Converg.
 JF1368;SPC KS S     -   598,941.694   616,237.983   MT  0.99997634   +1 31 19.7
 JF1368;UTM  14      - 4,258,085.522   759,847.995   MT  1.00043161   +1 51 05.4
 JF1368;UTM  15      - 4,258,216.762   236,123.395   MT  1.00045760   -1 52 48.8
 JF1368
 JF1368                          SUPERSEDED SURVEY CONTROL
 JF1368
 JF1368  NAD 83(1986)-  38 25 59.72292(N)    096 01 23.06043(W) AD(       ) 4
 JF1368  NAD 27      -  38 25 59.67529(N)    096 01 22.09349(W) AD(       ) 3
 JF1368
 JF1368.Superseded values are not recommended for survey control.
 JF1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1368.See file dsdata.txt to determine how the superseded data were derived.
 JF1368
 JF1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5984858086(NAD 83)
 JF1368_MARKER: 45 = MICROWAVE TOWER
 JF1368
 JF1368  HISTORY     - Date     Condition        Report By
 JF1368  HISTORY     - 1974     FIRST OBSERVED   NGS
 JF1368
 JF1368                          STATION DESCRIPTION
 JF1368
 JF1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JF1368'NEOSHO RAPIDS, WESTERN UNION KAA 37 MICROWAVE TOWER IS A STEEL
 JF1368'STRUCTURE, 180 FEET HIGH, WITH 2 TRIANGULAR SHAPED STEEL LEGS,
 JF1368'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS 4 LARGE
 JF1368'REFLECTERS AT THE TOP OF TOWER.
 JF1368'
 JF1368'STATION IS THE LIGHT ATOP THE WEST LEG AND IS LOCATED ABOUT 4 MILES
 JF1368'NORTH-NORTHWEST OF NEOSHO RAPIDS.
 JF1368'
 JF1368'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 50 AND STATE
 JF1368'HIGHWAY 130 ABOUT 2-1/2 MILES NORTH OF NEOSHO RAPIDS, GO WEST ALONG
 JF1368'US HIGHWAY 50 FOR 2 MILES THENCE, NORTH ALONG A GRAVEL ROAD FOR 1.5
 JF1368'MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0927 ***********************************************************************
 JG0927  DESIGNATION -  NESS
 JG0927  PID         -  JG0927
 JG0927  STATE/COUNTY-  KS/NESS
 JG0927  USGS QUAD   -  NESS CITY (1966)
 JG0927
 JG0927                         *CURRENT SURVEY CONTROL
 JG0927  ___________________________________________________________________
 JG0927* NAD 83(1997)-  38 27 07.03148(N)    099 54 14.14407(W)     ADJUSTED  
 JG0927* NAVD 88     -       688.     (meters)    2257.     (feet)  SCALED    
 JG0927  ___________________________________________________________________
 JG0927  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 JG0927  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 JG0927
 JG0927  HORZ ORDER  -  SECOND
 JG0927
 JG0927.The horizontal coordinates were established by classical geodetic methods
 JG0927.and adjusted by the National Geodetic Survey in October 1998..
 JG0927
 JG0927.The orthometric height was scaled from a topographic map.
 JG0927
 JG0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0927
 JG0927.The geoid height was determined by GEOID03.
 JG0927
 JG0927;                    North         East     Units Scale Factor Converg.
 JG0927;SPC KS S     -   599,067.432   277,457.251   MT  0.99997933   -0 51 45.9
 JG0927;UTM  14      - 4,256,349.024   421,126.240   MT  0.99967661   -0 33 43.7
 JG0927
 JG0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0927!SPC KS S     -   0.99989607  x   0.99997933  =   0.99987540
 JG0927!UTM  14      -   0.99989607  x   0.99967661  =   0.99957272
 JG0927
 JG0927:                Primary Azimuth Mark                     Grid Az
 JG0927:SPC KS S     -  NESS AZ MK                               089 24 18.6
 JG0927:UTM  14      -  NESS AZ MK                               089 06 16.4
 JG0927
 JG0927|---------------------------------------------------------------------|
 JG0927| PID    Reference Object                     Distance      Geod. Az  |
 JG0927|                                                           dddmmss.s |
 JG0927| CK9521 NESS AZ MK                                         0883232.7 |
 JG0927| JG0930 NESS RM 3                             5.664 METERS 12550     |
 JG0927|---------------------------------------------------------------------|
 JG0927
 JG0927                          SUPERSEDED SURVEY CONTROL
 JG0927
 JG0927  NAD 83(1986)-  38 27 07.03962(N)    099 54 14.14373(W) AD(       ) 2
 JG0927  NAD 27      -  38 27 06.98350(N)    099 54 12.69551(W) AD(       ) 2
 JG0927
 JG0927.Superseded values are not recommended for survey control.
 JG0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0927.See file dsdata.txt to determine how the superseded data were derived.
 JG0927
 JG0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2112656349(NAD 83)
 JG0927_MARKER: DS = TRIANGULATION STATION DISK
 JG0927_SETTING: 0 = UNSPECIFIED SETTING
 JG0927
 JG0927  HISTORY     - Date     Condition        Report By
 JG0927  HISTORY     - 1964     MONUMENTED       CGS
 JG0927
 JG0927                          STATION DESCRIPTION
 JG0927
 JG0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0927'THE STATION IS LOCATED NEAR THE SOUTH CENTER AND ON THE HEADHOUSE
 JG0927'ROOF OF THE EAST ONE OF TWO GRAIN ELEVATORS IN NESS CITY.  THIS
 JG0927'ELEVATOR IS LOCATED ABOUT 0.1 MILE SOUTHEAST OF THE JUNCTION OF
 JG0927'U.S. HIGHWAY 283 AND STATE HIGHWAY 96.
 JG0927'
 JG0927'THE STATION WAS REACHED BY TAKING A ONE-MAN ELEVATOR TO THE
 JG0927'HEADHOUSE, THEN A LADDER TO THE ROOF.
 JG0927'
 JG0927'THE STATION MARK IS A STANDARD DISK STAMPED NESS 1964, SET IN A DRILL
 JG0927'HOLE IN THE TAR COVERED ROOF OF THE HEADHOUSE, AND FLUSH WITH THE
 JG0927'ROOF.  IT IS 13.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 JG0927'HEADHOUSE, 13 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 JG0927'HEADHOUSE, 9 FEET WEST OF A ROD WHICH SUPPORTS A LIGHT, AND 5
 JG0927'FEET SOUTHWEST OF A VENT.
 JG0927'
 JG0927'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED NESS NO 3 1964, IS SET
 JG0927'IN A DRILL HOLE IN THE CONCRETE APPROACH TO THE EAST ENTRANCE TO THE
 JG0927'ELEVATOR.  IT IS 8 FEET NORTH OF THE CENTER OF THE ENTRANCE, 2.5
 JG0927'FEET NORTHEAST OF THE NORTH CORNER OF THE DOOR, AND 1.5 FEET SOUTH
 JG0927'OF THE SOUTH SIDE OF THE SOUTHEAST GRAIN BIN.
 JG0927'
 JG0927'AZIMUTH MARK IS A STANDARD DISK STAMPED NESS 1964, SET IN A SQUARE
 JG0927'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 4.5 FEET
 JG0927'WEST OF A POWER POLE WITH TWO TRANSFORMERS, 2.5 FEET NORTHEAST OF A
 JG0927'METAL WITNESS POST AND 2 FEET NORTH OF THE NORTH SIDE OF A SMALL,
 JG0927'WHITE BUILDING.
 JG0927'
 JG0927'TO REACH THE AZIMUTH MARK FROM THE STATION, (EAST SIDE OF THE
 JG0927'ELEVATOR) GO NORTH ON A PAVED STREET FOR 0.05 TO STATE HIGHWAY 96.
 JG0927'TURN RIGHT AND GO EAST ON HIGHWAY 96 FOR 0.25 MILE TO A CROSS
 JG0927'STREET.  TURN RIGHT AND GO SOUTH ON A GRAVEL STREET FOR 0.05 MILE
 JG0927'TO THE MARK ON THE LEFT, ABOUT 100 FEET NORTHEAST OF A SAND TIPPLE.
 JG0927'
 JG0927'NOTE--REFERENCE MARK NO. 3 WAS MEASURED PULLING 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0928 ***********************************************************************
 JG0928  DESIGNATION -  NESS CITY MUN WATER TANK
 JG0928  PID         -  JG0928
 JG0928  STATE/COUNTY-  KS/NESS
 JG0928  USGS QUAD   -  NESS CITY (1966)
 JG0928
 JG0928                         *CURRENT SURVEY CONTROL
 JG0928  ___________________________________________________________________
 JG0928* NAD 83(1997)-  38 27 07.34338(N)    099 54 29.15841(W)     ADJUSTED  
 JG0928* NAVD 88     -                                                        
 JG0928  ___________________________________________________________________
 JG0928  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 JG0928  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 JG0928
 JG0928  HORZ ORDER  -  THIRD
 JG0928
 JG0928.The horizontal coordinates were established by classical geodetic methods
 JG0928.and adjusted by the National Geodetic Survey in October 1998..
 JG0928
 JG0928
 JG0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0928
 JG0928.The geoid height was determined by GEOID03.
 JG0928
 JG0928;                    North         East     Units Scale Factor Converg.
 JG0928;SPC KS S     -   599,082.537   277,093.386   MT  0.99997934   -0 51 55.1
 JG0928;UTM  14      - 4,256,362.217   420,762.411   MT  0.99967732   -0 33 53.1
 JG0928
 JG0928                          SUPERSEDED SURVEY CONTROL
 JG0928
 JG0928  NAD 83(1986)-  38 27 07.35140(N)    099 54 29.15749(W) AD(       ) 4
 JG0928  NAD 27      -  38 27 07.29484(N)    099 54 27.71028(W) AD(       ) 3
 JG0928
 JG0928.Superseded values are not recommended for survey control.
 JG0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0928.See file dsdata.txt to determine how the superseded data were derived.
 JG0928
 JG0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2076256362(NAD 83)
 JG0928_MARKER: 53 = ELEVATED TANK
 JG0928
 JG0928  HISTORY     - Date     Condition        Report By
 JG0928  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0928
 JG0928                          STATION DESCRIPTION
 JG0928
 JG0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0928'THE STATION IS THE BALL ATOP THE TANK, LOCATED AT THE SOUTHWEST PART
 JG0928'OF NESS CITY, AND 0.05 MILE SOUTH OF STATE HIGHWAY 96.
 JG0928'
 JG0928'IT IS A FOUR-LEGGED STEEL STRUCTURE WHICH SUPPORTS A CYLINDRICAL
 JG0928'TANK, PAINTED SILVER WITH THE LEGEND NESS CITY ON THE EAST AND WEST
 JG0928'SIDES OF THE TANK, AND HAS AN OVERALL HEIGHT OF 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0926 ***********************************************************************
 JG0926  DESIGNATION -  NESS CITY RAD STA KAN 69 MAST
 JG0926  PID         -  JG0926
 JG0926  STATE/COUNTY-  KS/NESS
 JG0926  USGS QUAD   -  NESS CITY SW (1970)
 JG0926
 JG0926                         *CURRENT SURVEY CONTROL
 JG0926  ___________________________________________________________________
 JG0926* NAD 83(1997)-  38 20 01.42078(N)    099 53 21.32299(W)     ADJUSTED  
 JG0926* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 JG0926  ___________________________________________________________________
 JG0926  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 JG0926  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 JG0926
 JG0926  HORZ ORDER  -  THIRD
 JG0926
 JG0926.The horizontal coordinates were established by classical geodetic methods
 JG0926.and adjusted by the National Geodetic Survey in October 1998..
 JG0926
 JG0926.The orthometric height was scaled from a topographic map.
 JG0926
 JG0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0926
 JG0926.The geoid height was determined by GEOID03.
 JG0926
 JG0926;                    North         East     Units Scale Factor Converg.
 JG0926;SPC KS S     -   585,926.632   278,542.322   MT  0.99996223   -0 51 13.5
 JG0926;UTM  14      - 4,243,217.988   422,280.078   MT  0.99967439   -0 33 05.7
 JG0926
 JG0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0926!SPC KS S     -   0.99989216  x   0.99996223  =   0.99985439
 JG0926!UTM  14      -   0.99989216  x   0.99967439  =   0.99956658
 JG0926
 JG0926                          SUPERSEDED SURVEY CONTROL
 JG0926
 JG0926  NAD 83(1986)-  38 20 01.43018(N)    099 53 21.32284(W) AD(       ) 4
 JG0926  NAD 27      -  38 20 01.37074(N)    099 53 19.87025(W) AD(       ) 3
 JG0926
 JG0926.Superseded values are not recommended for survey control.
 JG0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0926.See file dsdata.txt to determine how the superseded data were derived.
 JG0926
 JG0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH2228043218(NAD 83)
 JG0926_MARKER: 42 = RADIO/TV MAST
 JG0926
 JG0926  HISTORY     - Date     Condition        Report By
 JG0926  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0926
 JG0926                          STATION DESCRIPTION
 JG0926
 JG0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0926'THE STATION IS 8 MILES SOUTH OF NESS CITY, 0.5 MILE EAST OF U.S.
 JG0926'HIGHWAY 283, ON THE SOUTH SIDE OF A GRAVEL ROAD, AND ON PROPERTY
 JG0926'OWNED BY MR. W. DELANEY.
 JG0926'
 JG0926'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DELANEY
 JG0926'DISTANCE BEING 117.88 FEET (35.930 METERS) SOUTHWEST OF STATION
 JG0926'DELANEY.  THE STATION IS THE CENTER OF THE BASE OF A SLENDER RED
 JG0926'AND WHITE RADIO MAST WHICH IS 150 FEET HIGH AND IS OWNED BY
 JG0926'R.C. WILLIAMS, INC. OF RUSSELL, KANSAS.
 JG0926'
 JG0926'(NOTE--THIS MAST IS NOW IN THE PROCESS OF BEING
 JG0926'CONSTRUCTED. 3/30/64)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1438 ***********************************************************************
 JF1438  DESIGNATION -  NEVA
 JF1438  PID         -  JF1438
 JF1438  STATE/COUNTY-  KS/CHASE
 JF1438  USGS QUAD   -  HYMER (1989)
 JF1438
 JF1438                         *CURRENT SURVEY CONTROL
 JF1438  ___________________________________________________________________
 JF1438* NAD 83(1997)-  38 23 56.79692(N)    096 39 11.90265(W)     ADJUSTED  
 JF1438* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 JF1438  ___________________________________________________________________
 JF1438  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 JF1438  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 JF1438
 JF1438  HORZ ORDER  -  SECOND
 JF1438
 JF1438.The horizontal coordinates were established by classical geodetic methods
 JF1438.and adjusted by the National Geodetic Survey in October 1998..
 JF1438
 JF1438.The orthometric height was scaled from a topographic map.
 JF1438
 JF1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1438
 JF1438.The geoid height was determined by GEOID03.
 JF1438
 JF1438;                    North         East     Units Scale Factor Converg.
 JF1438;SPC KS S     -   593,876.620   561,301.456   MT  0.99997116   +1 08 05.4
 JF1438;UTM  14      - 4,252,706.124   704,925.033   MT  1.00011719   +1 27 29.2
 JF1438
 JF1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1438!SPC KS S     -   0.99994220  x   0.99997116  =   0.99991336
 JF1438!UTM  14      -   0.99994220  x   1.00011719  =   1.00005938
 JF1438
 JF1438|---------------------------------------------------------------------|
 JF1438| PID    Reference Object                     Distance      Geod. Az  |
 JF1438|                                                           dddmmss.s |
 JF1438| CL5840 NEVA RM 1                            11.735 METERS 00022     |
 JF1438| CL5839 NEVA AZ MK                                         0013332.7 |
 JF1438| JF1427 STRONG CITY ST ANTHONY CATH CH      APPROX.10.0 KM 0895021.2 |
 JF1438| CL5841 NEVA RM 2                            13.555 METERS 11954     |
 JF1438|---------------------------------------------------------------------|
 JF1438
 JF1438                          SUPERSEDED SURVEY CONTROL
 JF1438
 JF1438  NAD 83(1986)-  38 23 56.80653(N)    096 39 11.90177(W) AD(       ) 2
 JF1438  NAD 27      -  38 23 56.75415(N)    096 39 10.86658(W) AD(       ) 2
 JF1438
 JF1438.Superseded values are not recommended for survey control.
 JF1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1438.See file dsdata.txt to determine how the superseded data were derived.
 JF1438
 JF1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH0492552706(NAD 83)
 JF1438_MARKER: DS = TRIANGULATION STATION DISK
 JF1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1438
 JF1438  HISTORY     - Date     Condition        Report By
 JF1438  HISTORY     - 1956     MONUMENTED       CGS
 JF1438  HISTORY     - 1968     GOOD             CGS
 JF1438  HISTORY     - 1972     GOOD             NGS
 JF1438  HISTORY     - 1972     GOOD             KSHC
 JF1438  HISTORY     - 20050611 GOOD             INDIV
 JF1438
 JF1438                          STATION DESCRIPTION
 JF1438
 JF1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1438'THE STATION IS ABOUT 2 MILES NORTH OF ELMDALE, 6 MILES WEST
 JF1438'OF STRONG CITY, ON THE WEST SIDE OF A DIRT ROAD, ON THE
 JF1438'ROAD RIGHT-OF-WAY.  IT IS 32 FEET WEST OF THE CENTERLINE
 JF1438'OF THE DIRT ROAD, 3 FEET NORTHEAST OF A FENCE CORNER, 30 FEET
 JF1438'SOUTH OF THE CENTERLINE OF A FIELD DRIVEWAY AND 7 FEET SOUTH
 JF1438'OF A WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND
 JF1438'THE DISK IS STAMPED NEVA 1956.
 JF1438'
 JF1438'TO REACH THE STATION FROM THE POST OFFICE IN STRONG CITY,
 JF1438'GO NORTH ON COTTONWOOD STREET FOR 0.3 MILE TO U.S. HIGHWAY
 JF1438'50S.  TURN LEFT AND GO WEST ON HIGHWAY 50S FOR 4.2 MILES
 JF1438'TO A RAILROAD CROSSING.  CONTINUE WEST ON HIGHWAY 50S FOR
 JF1438'0.15 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE WEST
 JF1438'ON A PAVED ROAD FOR 0.75 MILE TO A FORK.  TAKE THE LEFT
 JF1438'FORK AND GO WEST ON A DIRT ROAD FOR 0.5 MILE TO A FORK.
 JF1438'TAKE THE RIGHT FORK AND CONTINUE WEST ON A DIRT ROAD FOR
 JF1438'0.5 MILE TO THE STATION.  (THIS IS WHERE THE ROAD TURNS
 JF1438'NORTH).
 JF1438'
 JF1438'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 JF1438'DIRT ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 JF1438'
 JF1438'REFERENCE MARK 1 IS 17 FEET WEST OF THE CENTERLINE OF THE
 JF1438'DIRT ROAD, 1 FOOT NORTH OF A GATE POST AND 31 FEET NORTH
 JF1438'OF A WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES AND THE
 JF1438'DISK IS STAMPED NEVA NO 1 1956.
 JF1438'
 JF1438'REFERENCE MARK 2 IS 24 FEET SOUTH OF THE CENTERLINE OF THE
 JF1438'DIRT ROAD, 18 FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH
 JF1438'OF A WIRE FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 JF1438'IS STAMPED NEVA NO 2 1956.
 JF1438'
 JF1438'THE AZIMUTH MARK IS 17 FEET EAST OF THE CENTERLINE OF THE
 JF1438'DIRT ROAD, 1 FOOT WEST OF A WIRE FENCE AND 3 FEET SOUTH
 JF1438'OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND
 JF1438'THE DISK IS STAMPED NEVA 1956.
 JF1438'
 JF1438'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1438
 JF1438                          STATION RECOVERY (1968)
 JF1438
 JF1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1438'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1438'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JF1438'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1438'FOR RECOVERY.
 JF1438'
 JF1438'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION
 JF1438'MARK.
 JF1438'
 JF1438'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JF1438'
 JF1438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 JF1438'NORTH OF ELMDALE.
 JF1438
 JF1438                          STATION RECOVERY (1972)
 JF1438
 JF1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF1438'STATION MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JF1438'
 JF1438'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH OF
 JF1438'ELMDALE.
 JF1438
 JF1438                          STATION RECOVERY (1972)
 JF1438
 JF1438'RECOVERY NOTE BY KS HIGHWAY COMM 1972 (WJM)
 JF1438'NEVA 1956 RECOVERED GOOD.
 JF1438'
 JF1438'RM NO. 2 SHOULD BE DESCRIBED--24 FT SOUTH OF THE CENTER LINE OF DIRT
 JF1438'ROAD, 18 FT. EAST OF FENCE CORNER AND 1 FT NORTH OF WIRE FENCE.
 JF1438'
 JF1438'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES N OF ELMSDALE.
 JF1438
 JF1438                          STATION RECOVERY (2005)
 JF1438
 JF1438'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JF1438'AZIMUTH MARK, RM 1, AND RM 2 WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0565 ***********************************************************************
 HF0565  DESIGNATION -  NEVADA RM 1
 HF0565  PID         -  HF0565
 HF0565  STATE/COUNTY-  KS/SEDGWICK
 HF0565  USGS QUAD   -  WICHITA WEST (1982)
 HF0565
 HF0565                         *CURRENT SURVEY CONTROL
 HF0565  ___________________________________________________________________
 HF0565* NAD 83(1986)-  37 42 50.     (N)    097 23 57.     (W)     SCALED    
 HF0565* NAVD 88     -       413.581  (meters)    1356.89   (feet)  ADJUSTED  
 HF0565  ___________________________________________________________________
 HF0565  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HF0565  DYNAMIC HT  -         413.256 (meters)    1355.82  (feet)  COMP
 HF0565  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 HF0565
 HF0565  VERT ORDER  -  SECOND    CLASS 0
 HF0565
 HF0565.The horizontal coordinates were scaled from a topographic map and have
 HF0565.an estimated accuracy of +/- 6 seconds.
 HF0565
 HF0565.The orthometric height was determined by differential leveling
 HF0565.and adjusted by the National Geodetic Survey in June 1991..
 HF0565
 HF0565.The geoid height was determined by GEOID03.
 HF0565
 HF0565.The dynamic height is computed by dividing the NAVD 88
 HF0565.geopotential number by the normal gravity value computed on the
 HF0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0565.degrees latitude (g = 980.6199 gals.).
 HF0565
 HF0565.The modeled gravity was interpolated from observed gravity values.
 HF0565
 HF0565;                    North         East    Units  Estimated Accuracy
 HF0565;SPC KS S     -   516,800.      497,060.      MT  (+/- 180 meters Scaled)
 HF0565
 HF0565                          SUPERSEDED SURVEY CONTROL
 HF0565
 HF0565  NGVD 29 (??/??/92)  413.436  (m)         1356.41   (f) ADJ UNCH    2 0
 HF0565
 HF0565.Superseded values are not recommended for survey control.
 HF0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0565.See file dsdata.txt to determine how the superseded data were derived.
 HF0565
 HF0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG410752(NAD 83)
 HF0565_MARKER: DR = REFERENCE MARK DISK
 HF0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0565_SP_SET: BRIDGE
 HF0565_STAMPING: NEVADA NO 1 1972
 HF0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0565
 HF0565  HISTORY     - Date     Condition        Report By
 HF0565  HISTORY     - 1972     MONUMENTED       NGS
 HF0565
 HF0565                          STATION DESCRIPTION
 HF0565
 HF0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0565'5.4 MI WSW FROM WICHITA.
 HF0565'ABOUT 5.45 MILES WEST-SOUTHWEST ALONG INTERSTATE HIGHWAY 235 FROM
 HF0565'THE OVERPASS FOR U.S. HIGHWAY 81 AT THE NORTH EDGE OF WICHITA,
 HF0565'CEMENTED IN A DRILL HOLE IN THE NORTH CORNER OF A CONCRETE
 HF0565'BRIDGE FOR THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 235 OVER
 HF0565'ZOO BOULEVARD, 26.95 FEET SOUTHEAST OF THE STATION, 19.2 FEET
 HF0565'NORTHWEST OF THE CENTER OF THE NORTH BOUND LANE OF THE HIGHWAY,
 HF0565'7.0 FEET WEST-SOUTHWEST OF THE CENTER OF A STORM SEWER INLET AND
 HF0565'ABOUT THE SAME ELEVATION AS THE STATION.  SECTION 11, T 27 S,
 HF0565'R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0567 ***********************************************************************
 HF0567  DESIGNATION -  NEVADA RM 2
 HF0567  PID         -  HF0567
 HF0567  STATE/COUNTY-  KS/SEDGWICK
 HF0567  USGS QUAD   -  WICHITA WEST (1982)
 HF0567
 HF0567                         *CURRENT SURVEY CONTROL
 HF0567  ___________________________________________________________________
 HF0567* NAD 83(1997)-  37 42 51.13410(N)    097 23 57.58442(W)     ADJUSTED  
 HF0567* NAVD 88     -       413.596  (meters)    1356.94   (feet)  ADJUSTED  
 HF0567  ___________________________________________________________________
 HF0567  X           -    -650,642.575 (meters)                     COMP
 HF0567  Y           -  -5,010,129.711 (meters)                     COMP
 HF0567  Z           -   3,880,633.798 (meters)                     COMP
 HF0567  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HF0567  ELLIP HEIGHT-         384.79  (meters)          (07/29/04) GPS OBS
 HF0567  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HF0567  DYNAMIC HT  -         413.270 (meters)    1355.87  (feet)  COMP
 HF0567  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 HF0567
 HF0567  HORZ ORDER  -  FIRST
 HF0567  VERT ORDER  -  SECOND    CLASS 0
 HF0567  ELLP ORDER  -  FOURTH    CLASS II
 HF0567
 HF0567.The horizontal coordinates were established by GPS observations
 HF0567.and adjusted by the National Geodetic Survey in October 2002..
 HF0567
 HF0567.The orthometric height was determined by differential leveling
 HF0567.and adjusted by the National Geodetic Survey in June 1991..
 HF0567
 HF0567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF0567
 HF0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0567
 HF0567.The ellipsoidal height was determined by GPS observations
 HF0567.and is referenced to NAD 83.
 HF0567
 HF0567.The geoid height was determined by GEOID03.
 HF0567
 HF0567.The dynamic height is computed by dividing the NAVD 88
 HF0567.geopotential number by the normal gravity value computed on the
 HF0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0567.degrees latitude (g = 980.6199 gals.).
 HF0567
 HF0567.The modeled gravity was interpolated from observed gravity values.
 HF0567
 HF0567;                    North         East     Units Scale Factor Converg.
 HF0567;SPC KS S     -   516,833.210   497,040.752   MT  0.99994219   +0 40 35.0
 HF0567;UTM  14      - 4,175,311.833   641,082.941   MT  0.99984517   +0 58 45.6
 HF0567
 HF0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0567!SPC KS S     -   0.99993962  x   0.99994219  =   0.99988182
 HF0567!UTM  14      -   0.99993962  x   0.99984517  =   0.99978480
 HF0567
 HF0567                          SUPERSEDED SURVEY CONTROL
 HF0567
 HF0567  ELLIP H (10/23/02)  384.81   (m)                       GP(       ) 4 1
 HF0567  NAVD 88 (10/23/02)  413.60   (m)         1357.0    (f) LEVELING    3  
 HF0567  NGVD 29 (??/??/92)  413.450  (m)         1356.46   (f) ADJ UNCH    2 0
 HF0567
 HF0567.Superseded values are not recommended for survey control.
 HF0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0567.See file dsdata.txt to determine how the superseded data were derived.
 HF0567
 HF0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4108375312(NAD 83)
 HF0567_MARKER: DR = REFERENCE MARK DISK
 HF0567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HF0567_SP_SET: BRIDGE ABUTMENT
 HF0567_STAMPING: NEVADA NO 2 1972
 HF0567_MARK LOGO: NGS   
 HF0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0567+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 HF0567
 HF0567  HISTORY     - Date     Condition        Report By
 HF0567  HISTORY     - 1972     MONUMENTED       NGS
 HF0567  HISTORY     - 20020827 GOOD             NGS
 HF0567
 HF0567                          STATION DESCRIPTION
 HF0567
 HF0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0567'5.4 MI WSW FROM WICHITA.
 HF0567'ABOUT 5.45 MILES WEST-SOUTHWEST ALONG INTERSTATE HIGHWAY 235 FROM
 HF0567'THE OVERPASS FOR U.S. HIGHWAY 81 AT THE NORTH EDGE OF WICHITA,
 HF0567'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 HF0567'BRIDGE FOR THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 235 OVER
 HF0567'ZOO BOULEVARD, 20.2 FEET SOUTHEAST OF THE CENTER OF THE SOUTH
 HF0567'BOUND LANE OF THE HIGHWAY, 19.00 FEET NORTHWEST OF THE STATION,
 HF0567'6.4 FEET SOUTH OF THE CENTER OF A STORM SEWER INLET AND ABOUT
 HF0567'THE SAME ELEVATION AS THE STATION.  SECTION 11, T 27 S, R 1 W.
 HF0567
 HF0567                          STATION RECOVERY (2002)
 HF0567
 HF0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DJA)
 HF0567'RECOVERED AS DESCRIBED. DLB 9/4/2002
 HF0567'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0872 ***********************************************************************
 HE0872  DESIGNATION -  NEW ALBANY
 HE0872  PID         -  HE0872
 HE0872  STATE/COUNTY-  KS/WILSON
 HE0872  USGS QUAD   -  NEW ALBANY (1975)
 HE0872
 HE0872                         *CURRENT SURVEY CONTROL
 HE0872  ___________________________________________________________________
 HE0872* NAD 83(1997)-  37 36 33.76909(N)    095 54 24.34305(W)     ADJUSTED  
 HE0872* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 HE0872  ___________________________________________________________________
 HE0872  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 HE0872  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 HE0872
 HE0872  HORZ ORDER  -  FIRST
 HE0872
 HE0872.The horizontal coordinates were established by classical geodetic methods
 HE0872.and adjusted by the National Geodetic Survey in October 1998..
 HE0872
 HE0872.The orthometric height was scaled from a topographic map.
 HE0872
 HE0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0872
 HE0872.The geoid height was determined by GEOID03.
 HE0872
 HE0872;                    North         East     Units Scale Factor Converg.
 HE0872;SPC KS S     -   507,810.607   628,932.423   MT  0.99995031   +1 35 37.0
 HE0872;UTM  15      - 4,166,450.326   243,418.001   MT  1.00041099   -1 46 29.6
 HE0872
 HE0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0872!SPC KS S     -   0.99995646  x   0.99995031  =   0.99990677
 HE0872!UTM  15      -   0.99995646  x   1.00041099  =   1.00036743
 HE0872
 HE0872|---------------------------------------------------------------------|
 HE0872| PID    Reference Object                     Distance      Geod. Az  |
 HE0872|                                                           dddmmss.s |
 HE0872| CL5846 NEW ALBANY RM 1                      14.787 METERS 03103     |
 HE0872| CL5845 NEW ALBANY AZ MK                                   0532739.3 |
 HE0872| HE0868 FREDONIA CONSOL CEM CORP STK        APPROX.13.4 KM 1454521.8 |
 HE0872| CL5847 NEW ALBANY RM 2                      12.480 METERS 26346     |
 HE0872|---------------------------------------------------------------------|
 HE0872
 HE0872                          SUPERSEDED SURVEY CONTROL
 HE0872
 HE0872  NAD 83(1997)-  37 36 33.77321(N)    095 54 24.34020(W) AD(       ) 1
 HE0872  NAD 83(1986)-  37 36 33.77662(N)    095 54 24.32450(W) AD(       ) 1
 HE0872  NAD 27      -  37 36 33.62083(N)    095 54 23.39588(W) AD(       ) 1
 HE0872
 HE0872.Superseded values are not recommended for survey control.
 HE0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0872.See file dsdata.txt to determine how the superseded data were derived.
 HE0872
 HE0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB4341866450(NAD 83)
 HE0872_MARKER: DS = TRIANGULATION STATION DISK
 HE0872_SETTING: 66 = SET IN ROCK OUTCROP
 HE0872
 HE0872  HISTORY     - Date     Condition        Report By
 HE0872  HISTORY     - 1940     MONUMENTED       CGS
 HE0872
 HE0872                          STATION DESCRIPTION
 HE0872
 HE0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE0872'STATION IS 3-1/2 MILES NNE OF THE TOWN OF NEW ALBANY, 7 MILES
 HE0872'NW OF FREDONIA, ON A SCRUB OAK TIMBERED KNOLL ABOUT 1/2 MILE S
 HE0872'OF KANSAS STATE ROUTE 96 IN THE SE 1/4 OF SECTION 18, T 28 S,
 HE0872'R 14 E.  STATION MARK IS ABOUT 50 FEET N OF HIGHEST POINT ON THE
 HE0872'HILLTOP, SET IN A LARGE FLAT SECTION OF OUTCROPPING BEDROCK,
 HE0872'IS STAMPED NEW ALBANY 1940, AND FLUSH WITH THE GROUND.  MARK
 HE0872'IS 6 FEET SE OF WHITE REFERENCE POST.
 HE0872'
 HE0872'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 HE0872'OUTCROPPING BEDROCK.
 HE0872'
 HE0872'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 HE0872'
 HE0872'REFERENCE MARK NO. 1 IS NNE OF THE STATION IN ANOTHER SECTION
 HE0872'OF THE OUTCROPPING LEDGE, ABOUT 1 FOOT LOWER THAN STATION MARK,
 HE0872'IS STAMPED NEW ALBANY NO. 1 1940, AND IS FLUSH WITH THE GROUND.
 HE0872'
 HE0872'REFERENCE MARK NO. 2 IS W BY S OF THE STATION IN A SECTION
 HE0872'OF OUTCROPPING BEDROCK, ABOUT 1 FOOT LOWER THAN THE STATION, IS
 HE0872'STAMPED NEW ALBANY NO. 2 1940, AND IS FLUSH WITH THE GROUND.
 HE0872'
 HE0872'AZIMUTH MARK IS 6 INCHES N OF RIGHT-OF-WAY FENCE 50 FEET S
 HE0872'OF THE CENTER LINE OF STATE ROUTE 96, 1 FOOT W OF GATEPOST, 11
 HE0872'FEET W OF THE CENTER LINE OF FARM ENTRANCE, 35 FEET W OF A
 HE0872'CONCRETE BOX CULVERT, 2-1/2 FEET E OF WHITE REFERENCE POST,
 HE0872'AND IS STAMPED NEW ALBANY 1940, AND PROJECTS 12 INCHES.
 HE0872'
 HE0872'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 39 AND
 HE0872'96 ABOUT 6 MILES N OF FREDONIA, GO W ON ROUTE 96 FOR 4.25 MILES
 HE0872'TO THE AZIMUTH MARK ON S SIDE OF HIGHWAY, CONTINUE W FOR 0.25
 HE0872'MILE AND TURN LEFT, (S) ONTO SECTION-LINE CROSS ROAD, GO 0.5
 HE0872'MILE AND TURN RIGHT, (W) NEAR A RURAL SCHOOLHOUSE, GO 0.65 MILE
 HE0872'AND TURN LEFT, (S) THROUGH WIRE FENCE AT DIM TRAIL LEADING SE
 HE0872'WHICH IS AT A POINT OPPOSITE A GREEN HOUSE ON THE N SIDE OF
 HE0872'THE ROAD, GO S AND E ON DIM TRAIL FOR ABOUT 0.2 MILE TO TOP
 HE0872'OF HILL AND STATION.
 HE0872'
 HE0872'HEIGHT OF LIGHT ABOVE STATION MARK - 19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0731 ***********************************************************************
 KH0731  DESIGNATION -  NEW ALMELO ST JOSEPH CATH CH
 KH0731  PID         -  KH0731
 KH0731  STATE/COUNTY-  KS/NORTON
 KH0731  USGS QUAD   -  LENORA WEST (1978)
 KH0731
 KH0731                         *CURRENT SURVEY CONTROL
 KH0731  ___________________________________________________________________
 KH0731* NAD 83(1997)-  39 35 41.65425(N)    100 06 59.38191(W)     ADJUSTED  
 KH0731* NAVD 88     -                                                        
 KH0731  ___________________________________________________________________
 KH0731  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 KH0731  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 KH0731
 KH0731  HORZ ORDER  -  THIRD
 KH0731
 KH0731.The horizontal coordinates were established by classical geodetic methods
 KH0731.and adjusted by the National Geodetic Survey in October 1998..
 KH0731
 KH0731
 KH0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0731
 KH0731.The geoid height was determined by GEOID03.
 KH0731
 KH0731;                    North         East     Units Scale Factor Converg.
 KH0731;SPC KS N     -   142,175.911   218,221.981   MT  0.99997485   -1 20 20.9
 KH0731;UTM  14      - 4,383,392.454   404,134.393   MT  0.99971315   -0 42 42.0
 KH0731
 KH0731                          SUPERSEDED SURVEY CONTROL
 KH0731
 KH0731  NAD 83(1997)-  39 35 41.65774(N)    100 06 59.38161(W) AD(       ) 4
 KH0731  NAD 83(1986)-  39 35 41.65837(N)    100 06 59.38501(W) AD(       ) 4
 KH0731  NAD 27      -  39 35 41.64000(N)    100 06 57.91000(W) AD(       ) 3
 KH0731
 KH0731.Superseded values are not recommended for survey control.
 KH0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0731.See file dsdata.txt to determine how the superseded data were derived.
 KH0731
 KH0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ0413483392(NAD 83)
 KH0731_MARKER: 90 = CHURCH SPIRE
 KH0731
 KH0731  HISTORY     - Date     Condition        Report By
 KH0731  HISTORY     - 1934     FIRST OBSERVED   CGS
 KH0731
 KH0731                          STATION DESCRIPTION
 KH0731
 KH0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0731'POINT OBSERVED UPON IS TIP OF SPIRE ST. JOSEPH CATHOLIC CHURCH,
 KH0731'STONE BUILDING WITH SPIRE AND CROSS ATOP.  LOCATED ONE BLOCK
 KH0731'EAST OF MAIN STREET.
 KH0731'
 KH0731'OBSERVED UPON FROM STATIONS MILL, AND HARDMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1587 ***********************************************************************
 JF1587  DESIGNATION -  NEW CAMBRIA UP RR COMM TWR
 JF1587  PID         -  JF1587
 JF1587  STATE/COUNTY-  KS/SALINE
 JF1587  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1587
 JF1587                         *CURRENT SURVEY CONTROL
 JF1587  ___________________________________________________________________
 JF1587* NAD 83(1997)-  38 54 33.14088(N)    097 31 09.23350(W)     ADJUSTED  
 JF1587* NAVD 88     -                                                        
 JF1587  ___________________________________________________________________
 JF1587  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JF1587  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 JF1587
 JF1587  HORZ ORDER  -  THIRD
 JF1587
 JF1587.The horizontal coordinates were established by classical geodetic methods
 JF1587.and adjusted by the National Geodetic Survey in October 1998..
 JF1587
 JF1587
 JF1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1587
 JF1587.The geoid height was determined by GEOID03.
 JF1587
 JF1587;                    North         East     Units Scale Factor Converg.
 JF1587;SPC KS N     -    64,038.635   441,699.159   MT  0.99997451   +0 18 15.1
 JF1587;UTM  14      - 4,307,743.298   628,389.098   MT  0.99980298   +0 55 48.6
 JF1587
 JF1587                          SUPERSEDED SURVEY CONTROL
 JF1587
 JF1587  NAD 83(1986)-  38 54 33.15120(N)    097 31 09.23417(W) AD(       ) 4
 JF1587  NAD 27      -  38 54 33.14674(N)    097 31 08.11948(W) AD(       ) 3
 JF1587
 JF1587.Superseded values are not recommended for survey control.
 JF1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1587.See file dsdata.txt to determine how the superseded data were derived.
 JF1587
 JF1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2838907743(NAD 83)
 JF1587_MARKER: 55 = TOWER
 JF1587
 JF1587  HISTORY     - Date     Condition        Report By
 JF1587  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1587
 JF1587                          STATION DESCRIPTION
 JF1587
 JF1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1587'THE POINT INTERSECTED WAS THE RED LIGHT ATOP OF THE NEW CAMBRIA
 JF1587'UNION PACIFIC COMMUNICATION TOWER THAT IS 5.0 MILES EAST
 JF1587'AND 4.5 MILES NORTH OF SALINA.  IT IS A RED AND WHITE TOWER THAT
 JF1587'IS 265 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0974 ***********************************************************************
 KF0974  DESIGNATION -  NEW EDEN EVAN BROTHERHOOD CH
 KF0974  PID         -  KF0974
 KF0974  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0974  USGS QUAD   -  HAVENSVILLE (1969)
 KF0974
 KF0974                         *CURRENT SURVEY CONTROL
 KF0974  ___________________________________________________________________
 KF0974* NAD 83(1997)-  39 35 41.27215(N)    096 01 57.50139(W)     ADJUSTED  
 KF0974* NAVD 88     -                                                        
 KF0974  ___________________________________________________________________
 KF0974  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 KF0974  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 KF0974
 KF0974  HORZ ORDER  -  THIRD
 KF0974
 KF0974.The horizontal coordinates were established by classical geodetic methods
 KF0974.and adjusted by the National Geodetic Survey in October 1998..
 KF0974
 KF0974
 KF0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0974
 KF0974.The geoid height was determined by GEOID03.
 KF0974
 KF0974;                    North         East     Units Scale Factor Converg.
 KF0974;SPC KS N     -   141,875.308   568,971.771   MT  0.99997484   +1 14 41.2
 KF0974;UTM  14      - 4,386,992.787   754,805.414   MT  1.00039943   +1 53 32.2
 KF0974;UTM  15      - 4,387,180.055   239,588.178   MT  1.00043500   -1 56 02.2
 KF0974
 KF0974                          SUPERSEDED SURVEY CONTROL
 KF0974
 KF0974  NAD 83(1997)-  39 35 41.27650(N)    096 01 57.49924(W) AD(       ) 4
 KF0974  NAD 83(1986)-  39 35 41.27860(N)    096 01 57.49763(W) AD(       ) 4
 KF0974  NAD 27      -  39 35 41.29400(N)    096 01 56.51100(W) AD(       ) 3
 KF0974
 KF0974.Superseded values are not recommended for survey control.
 KF0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0974.See file dsdata.txt to determine how the superseded data were derived.
 KF0974
 KF0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ5480586993(NAD 83)
 KF0974_MARKER: 90 = CHURCH SPIRE
 KF0974
 KF0974  HISTORY     - Date     Condition        Report By
 KF0974  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF0974
 KF0974                          STATION DESCRIPTION
 KF0974
 KF0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0974'THE STATION IS THE SPIRE ON THE NEW EDEN EVANGELICAL UNITED
 KF0974'BROTHERHOOD CHURCH.  IT IS ABOUT 4.0 MILES SOUTH OF CORNING
 KF0974'AND 8.0 MILES NORTH-NORTHEAST OF HAVENSVILLE IN THE SOUTHEAST ANGLE
 KF0974'OF STATE ROUTE 63 AND SECTION ROAD.  IT IS A WHITE FRAME STRUCTURE
 KF0974'FACING WEST WITH A BELFRY OVER THE MAIN ENTRANCE AND A SPIRE
 KF0974'ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1545 ***********************************************************************
 JF1545  DESIGNATION -  NEW GUTTLAND LUTH CHURCH CROSS
 JF1545  PID         -  JF1545
 JF1545  STATE/COUNTY-  KS/MCPHERSON
 JF1545  USGS QUAD   -  GALVA (1985)
 JF1545
 JF1545                         *CURRENT SURVEY CONTROL
 JF1545  ___________________________________________________________________
 JF1545* NAD 83(1997)-  38 26 20.35402(N)    097 36 40.26209(W)     ADJUSTED  
 JF1545* NAVD 88     -                                                        
 JF1545  ___________________________________________________________________
 JF1545  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 JF1545  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF1545
 JF1545  HORZ ORDER  -  THIRD
 JF1545
 JF1545.The horizontal coordinates were established by classical geodetic methods
 JF1545.and adjusted by the National Geodetic Survey in October 1998..
 JF1545
 JF1545
 JF1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1545
 JF1545.The geoid height was determined by GEOID03.
 JF1545
 JF1545;                    North         East     Units Scale Factor Converg.
 JF1545;SPC KS S     -   597,075.409   477,596.305   MT  0.99997724   +0 32 46.3
 JF1545;UTM  14      - 4,255,436.733   621,206.620   MT  0.99978092   +0 51 48.6
 JF1545
 JF1545                          SUPERSEDED SURVEY CONTROL
 JF1545
 JF1545  NAD 83(1986)-  38 26 20.36427(N)    097 36 40.26328(W) AD(       ) 4
 JF1545  NAD 27      -  38 26 20.33933(N)    097 36 39.11722(W) AD(       ) 3
 JF1545
 JF1545.Superseded values are not recommended for survey control.
 JF1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1545.See file dsdata.txt to determine how the superseded data were derived.
 JF1545
 JF1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2120755437(NAD 83)
 JF1545_MARKER: 91 = CHURCH CROSS
 JF1545
 JF1545  HISTORY     - Date     Condition        Report By
 JF1545  HISTORY     - 1970     FIRST OBSERVED   NGS
 JF1545  HISTORY     - 1972     GOOD             NGS
 JF1545
 JF1545                          STATION DESCRIPTION
 JF1545
 JF1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1545'THE STATION IS THE CROSS THAT IS TOP OF THE STEEPLE ON THE
 JF1545'WEST END OF THE NEW GUTTLAND EVANGELICAL LUTHERAN CHURCH
 JF1545'THAT IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF MC PHERSON
 JF1545'AND HAS AN OVERALL HEIGHT OF 60 FEET.
 JF1545
 JF1545                          STATION RECOVERY (1972)
 JF1545
 JF1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CLN)
 JF1545'THE STATION, NEW GOTTLAND EVANGELICAL LUTHERAN CHURCH CROSS WAS
 JF1545'RECOVERED AS PREVIOUSLY DESCRIBED, HOWEVER, IT WAS NOTED THE NAME IS
 JF1545'NEW GOTTLAND RATHER THAN NEW GUTTLAND AS PREVIOUSLY STATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0744 ***********************************************************************
 JF0744  DESIGNATION -  NEWTON
 JF0744  PID         -  JF0744
 JF0744  STATE/COUNTY-  KS/HARVEY
 JF0744  USGS QUAD   -  NEWTON (1989)
 JF0744
 JF0744                         *CURRENT SURVEY CONTROL
 JF0744  ___________________________________________________________________
 JF0744* NAD 83(1986)-  38 02 49.     (N)    097 20 43.     (W)     SCALED    
 JF0744* NAVD 88     -       441.518  (meters)    1448.55   (feet)  ADJUSTED  
 JF0744  ___________________________________________________________________
 JF0744  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 JF0744  DYNAMIC HT  -         441.176 (meters)    1447.42  (feet)  COMP
 JF0744  MODELED GRAV-     979,842.4   (mgal)                       NAVD 88
 JF0744
 JF0744  VERT ORDER  -  SECOND    CLASS 0
 JF0744
 JF0744.The horizontal coordinates were scaled from a topographic map and have
 JF0744.an estimated accuracy of +/- 6 seconds.
 JF0744
 JF0744.The orthometric height was determined by differential leveling
 JF0744.and adjusted by the National Geodetic Survey in June 1991..
 JF0744
 JF0744.The geoid height was determined by GEOID03.
 JF0744
 JF0744.The dynamic height is computed by dividing the NAVD 88
 JF0744.geopotential number by the normal gravity value computed on the
 JF0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0744.degrees latitude (g = 980.6199 gals.).
 JF0744
 JF0744.The modeled gravity was interpolated from observed gravity values.
 JF0744
 JF0744;                    North         East    Units  Estimated Accuracy
 JF0744;SPC KS S     -   553,820.      501,350.      MT  (+/- 180 meters Scaled)
 JF0744
 JF0744                          SUPERSEDED SURVEY CONTROL
 JF0744
 JF0744  NGVD 29 (??/??/92)  441.358  (m)         1448.02   (f) ADJ UNCH    2 0
 JF0744
 JF0744.Superseded values are not recommended for survey control.
 JF0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0744.See file dsdata.txt to determine how the superseded data were derived.
 JF0744
 JF0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH451123(NAD 83)
 JF0744_MARKER: DB = BENCH MARK DISK
 JF0744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0744_SP_SET: BUILDING
 JF0744_STAMPING: NEWTON 1934
 JF0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF0744+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 JF0744
 JF0744  HISTORY     - Date     Condition        Report By
 JF0744  HISTORY     - 1934     MONUMENTED       CGS
 JF0744  HISTORY     - 1972     GOOD             NGS
 JF0744  HISTORY     - 1982     GOOD             KSDT
 JF0744  HISTORY     - 20020116 GOOD             NGS
 JF0744
 JF0744                          STATION DESCRIPTION
 JF0744
 JF0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0744'AT NEWTON.
 JF0744'AT NEWTON, IN THE STONE BASE OF THE WEST WALL OF THE ATCHISON,
 JF0744'TOPEKA AND THE SANTA FE RAILWAY STATION, 17.5 FEET NORTH OF THE
 JF0744'SOUTHWEST CORNER OF THE BUILDING, 14 INCHES ABOVE THE MAIN
 JF0744'STREET SIDEWALK AND SET VERTICALLY.  NOTE-- THE BM DISK HAS THE
 JF0744'LETTERS TT STAMPED ON THE LOWER EDGE.  OBVIOUSLY STAMPED BY
 JF0744'ANOTHER ORGANIZATION.  SEC 17, T23S, R1 E
 JF0744
 JF0744                          STATION RECOVERY (1982)
 JF0744
 JF0744'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 JF0744'RECOVERED IN GOOD CONDITION.
 JF0744
 JF0744                          STATION RECOVERY (2002)
 JF0744
 JF0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 JF0744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0775 ***********************************************************************
 JF0775  DESIGNATION -  NEWTON
 JF0775  PID         -  JF0775
 JF0775  STATE/COUNTY-  KS/HARVEY
 JF0775  USGS QUAD   -  NEWTON (1989)
 JF0775
 JF0775                         *CURRENT SURVEY CONTROL
 JF0775  ___________________________________________________________________
 JF0775* NAD 83(1997)-  38 03 32.93642(N)    097 19 21.19675(W)     ADJUSTED  
 JF0775* NAVD 88     -       457.849  (meters)    1502.13   (feet)  ADJUSTED  
 JF0775  ___________________________________________________________________
 JF0775  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 JF0775  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 JF0775  DYNAMIC HT  -         457.495 (meters)    1500.96  (feet)  COMP
 JF0775  MODELED GRAV-     979,843.1   (mgal)                       NAVD 88
 JF0775
 JF0775  HORZ ORDER  -  FIRST
 JF0775  VERT ORDER  -  SECOND    CLASS 0
 JF0775
 JF0775.The horizontal coordinates were established by classical geodetic methods
 JF0775.and adjusted by the National Geodetic Survey in October 1998..
 JF0775
 JF0775.The orthometric height was determined by differential leveling
 JF0775.and adjusted by the National Geodetic Survey in June 1991..
 JF0775
 JF0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0775
 JF0775.The geoid height was determined by GEOID03.
 JF0775
 JF0775.The dynamic height is computed by dividing the NAVD 88
 JF0775.geopotential number by the normal gravity value computed on the
 JF0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0775.degrees latitude (g = 980.6199 gals.).
 JF0775
 JF0775.The modeled gravity was interpolated from observed gravity values.
 JF0775
 JF0775;                    North         East     Units Scale Factor Converg.
 JF0775;SPC KS S     -   555,197.412   503,325.748   MT  0.99993896   +0 43 24.9
 JF0775;UTM  14      - 4,213,705.998   647,161.946   MT  0.99986673   +1 02 03.4
 JF0775
 JF0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0775!SPC KS S     -   0.99993268  x   0.99993896  =   0.99987165
 JF0775!UTM  14      -   0.99993268  x   0.99986673  =   0.99979942
 JF0775
 JF0775|---------------------------------------------------------------------|
 JF0775| PID    Reference Object                     Distance      Geod. Az  |
 JF0775|                                                           dddmmss.s |
 JF0775| JF0776 NEWTON RM 1                          21.112 METERS 04010     |
 JF0775| JF1527 WALTON PANHANDLE E PIPE MICROWAVE M APPROX.10.5 KM 0405516.0 |
 JF0775| JF1529 WALTON MUN TANK                     APPROX. 8.6 KM 0422759.3 |
 JF0775| JF1530 AIRPORT BCN NEWTON MUN APT          APPROX. 3.8 KM 1004817.1 |
 JF0775| AI1601 NEWTON RM 3                           9.887 METERS 16250     |
 JF0775| JF1531 NEWTON SE MUN TANK                  APPROX. 2.1 KM 1702739.9 |
 JF0775| JF1533 NEWTON SANTE FE RR MICROWAVE TOWER  APPROX. 2.1 KM 2353032.0 |
 JF0775| JF1534 NEWTON ST MARYS CATH CH CROSS       APPROX. 2.1 KM 2491122.8 |
 JF0775| JF1536 NEWTON RAD STA KJRG MAST            APPROX. 4.7 KM 2492749.7 |
 JF0775| JF1532 NEWTON MUN STANDPIPE                APPROX. 1.5 KM 2611238.8 |
 JF0775| JF0777 NEWTON RM 2                          15.589 METERS 27414     |
 JF0775| JF1535 NEWTON NW MUN TANK                  APPROX. 3.4 KM 2771851.2 |
 JF0775|---------------------------------------------------------------------|
 JF0775
 JF0775                          SUPERSEDED SURVEY CONTROL
 JF0775
 JF0775  NAD 83(1997)-  38 03 32.94580(N)    097 19 21.19677(W) AD(       ) 1
 JF0775  NAD 83(1986)-  38 03 32.94807(N)    097 19 21.19604(W) AD(       ) 1
 JF0775  NAD 27      -  38 03 32.91104(N)    097 19 20.07261(W) AD(       ) 1
 JF0775  NGVD 29 (??/??/92)  457.684  (m)         1501.58   (f) ADJ UNCH    2 0
 JF0775
 JF0775.Superseded values are not recommended for survey control.
 JF0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0775.See file dsdata.txt to determine how the superseded data were derived.
 JF0775
 JF0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4716213706(NAD 83)
 JF0775_MARKER: DS = TRIANGULATION STATION DISK
 JF0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0775_STAMPING: NEWTON 1972
 JF0775_MARK LOGO: NGS   
 JF0775_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0775+STABILITY: SURFACE MOTION
 JF0775
 JF0775  HISTORY     - Date     Condition        Report By
 JF0775  HISTORY     - 1972     MONUMENTED       NGS
 JF0775  HISTORY     - 1972     GOOD             NGS
 JF0775  HISTORY     - 1978     GOOD             NGS
 JF0775  HISTORY     - 19780612 GOOD             NGS
 JF0775
 JF0775                          STATION DESCRIPTION
 JF0775
 JF0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF0775'RM 1 TO RM 2 NOT MEASURED.
 JF0775'
 JF0775'THE STATION IS ABOUT 4 MILES SOUTH AND 3-1/2 MILES WEST OF WALTON,
 JF0775'1-1/2 MILES NORTH AND 1-1/4 MILES EAST OF NEWTON, IN THE SOUTHEAST
 JF0775'1/4 OF SEC. 9, T 23 S., R. 1 E., IN THE MEDIAN OF INTERSTATE
 JF0775'HIGHWAY 35 W AND ON HIGHWAY RIGHT-OF-WAY.
 JF0775'
 JF0775'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND BROADWAY
 JF0775'AVENUE IN NEWTON, GO EAST ON BROADWAY AVENUE FOR 1.2 MILES TO THE
 JF0775'JUNCTION WITH INTERSTATE HIGHWAY 35 W.  GO NORTH ON INTERSTATE
 JF0775'HIGHWAY 35 W FOR 0.6 MILE TO THE STATION ON THE LEFT.
 JF0775'
 JF0775'TO REACH BENCH MARK W 347 FROM THE STATION, GO NORTH ON INTERSTATE
 JF0775'HIGHWAY 35 W FOR 1.2 MILES TO THE MARK ON THE LEFT.
 JF0775'
 JF0775'STATION MARKS ARE STANDARD DISKS, STAMPED NEWTON 1972.  THE SURFACE
 JF0775'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF0775'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 31.0 FEET EAST OF THE
 JF0775'CENTER OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 W, 29.0
 JF0775'FEET WEST OF THE CENTER OF THE NORTH BOUND LANE OF INTERSTATE
 JF0775'HIGHWAY 35 W, 19.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 JF0775'CONCRETE BRIDGE AND 2.0 FEET NORTH OF A GUARD RAIL.  THE
 JF0775'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 JF0775'BELOW THE GROUND SURFACE.
 JF0775'
 JF0775'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NEWTON NO 1 1972,
 JF0775'CEMENTED IN A DRILL HOLE IN THE WINGWALL AT THE SOUTHEAST CORNER OF
 JF0775'THE BRIDGE OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 W.  IT
 JF0775'IS ABOUT 2 FEET HIGHER THAN THE STATION.
 JF0775'
 JF0775'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NEWTON NO 2 1972,
 JF0775'CEMENTED IN A DRILL HOLE IN THE WINGWALL AT THE SOUTHWEST CORNER OF
 JF0775'THE BRIDGE OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 W.  IT
 JF0775'IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 JF0775'
 JF0775'BENCH MARK W 347 IS A STANDARD DISK, STAMPED W 347 1972, SET IN THE
 JF0775'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT IS FLUSH WITH
 JF0775'THE GROUND.  IT IS 85.0 FEET SOUTHWEST OF THE CENTER OF THE SOUTH
 JF0775'BOUND LANE OF INTERSTATE HIGHWAY 35 W, 3.0 FEET NORTH OF A FENCE
 JF0775'POST AND 1.0 FOOT NORTHEAST OF A RIGHT-OF-WAY FENCE.
 JF0775'
 JF0775'REFERENCE MARK 1 TO REFERENCE MARK 2 WAS NOT MEASURED DUE TO THE
 JF0775'TAPE BEING BROKEN BY HEAVY TRAFFIC.  THE MARKS ARE ON OPPOSITE SIDES
 JF0775'OF HIGHWAY 35 W.
 JF0775'
 JF0775'NEAREST TOWN--NEWTON.
 JF0775'
 JF0775'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 JF0775
 JF0775                          STATION RECOVERY (1972)
 JF0775
 JF0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JF0775'AT NEWTON.
 JF0775'AT NEWTON AT THE SOUTH END OF THE OVERPASS FOR U.S. HIGHWAY 50,
 JF0775'IT IS 31.0 FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE OF
 JF0775'INTERSTATE HIGHWAY 35 W, 29.0 FEET WEST OF THE CENTER OF THE NORTH
 JF0775'BOUND LANE OF INTERSTATE HIGHWAY 35 W, 19.8 FEET SOUTHEAST OF
 JF0775'THE SOUTHEAST CORNER OF A CONCRETE BRIDGE, 2.0 FEET NORTH OF A
 JF0775'GUARD RAIL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JF0775'0.1 FOOT ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SECTION 9,
 JF0775'T 23 S, R 1 E
 JF0775
 JF0775                          STATION RECOVERY (1978)
 JF0775
 JF0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JF0775'STATION MARK, REFERENCE MARK 2 AND BENCH MARK W 347 WERE RECOVERED
 JF0775'IN GOOD CONDITION.  REFERENCE MARK 1 WAS RECOVERED BUT THE WINGWALL
 JF0775'OF THE BRIDGE IT IS SET IN HAS FALLEN OFF THE BRIDGE MAKING THE
 JF0775'VALUE OF THIS MARK VOID.  THE BRIDGE IS SCHEDULED FOR REPAIRS IN
 JF0775'THE FUTURE AND THE MARK WILL BE COMPLETELY DESTROYED.  A REFERENCE
 JF0775'MARK 3 WAS ESTABLISHED.  BENCH MARK W 347 IS NOT GROUND VISIBLE.  THE
 JF0775'DIRECTION TO THE NEWTON MUNICIPAL STANDPIPE FROM THE NEWTON SOUTHEAST
 JF0775'MUNICIPAL TANK WAS 2.0 SECONDS LARGER AND THE DIRECTION TO REFERENCE
 JF0775'MARK 2 AGREED WITH THE 1972 DATA.  THE DISTANCE TO REFERENCE MARK 2
 JF0775'WAS 0.018 METER LONGER THAN 1972 DATA, HOWEVER, THE MEASUREMENT WAS
 JF0775'POOR AS IT WAS MADE CONTENDING WITH HEAVY TRAFFIC.  DISTANCE BETWEEN
 JF0775'THE REFERENCE MARKS WAS NOT MEASURED BECAUSE OF THE TRAFFIC.  A NEW
 JF0775'DESCRIPTION FOLLOWS.
 JF0775'
 JF0775'STATION IS ABOUT 1-1/2 MILES NORTH AND 1-1/4 MILE EAST OF NEWTON, AT
 JF0775'THE SOUTH EDGE OF WHERE INTERSTATE HIGHWAY 135 CROSSES OVER U.S.
 JF0775'HIGHWAY AND THE SANTA FE RAILROAD AND IN THE SE 1/4 OF SEC 9, T 23 S,
 JF0775'R 1 E, IN THE MEDIAN STRIP OF THE HIGHWAY ON RIGHT-OF-WAY.
 JF0775'
 JF0775'TO REACH THE STATION FROM THE JUNCTION OF BROADWAY AVENUE AND
 JF0775'INTERSTATE HIGHWAY 135 IN NEWTON, GO NORTH ON HIGHWAY 135 FOR 0.6
 JF0775'MILE TO THE STATION ON THE LEFT.
 JF0775'
 JF0775'TO REACH BENCH MARK W 347 FROM THE STATION, GO NORTH ON THE
 JF0775'INTERSTATE HIGHWAY FOR 1.2 MILES TO THE MARK ON THE LEFT, WEST SIDE,
 JF0775'OF THE HIGHWAY.
 JF0775'
 JF0775'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---NEWTON 1972---SET
 JF0775'IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH.  IT IS 31
 JF0775'FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES, 29 FEET WEST OF
 JF0775'THE NORTHBOUND LANES, 19.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JF0775'BRIDGE NUMBER 35W-40 10.4 FOR THE SOUTHBOUND LANES AND 2.0 FEET NORTH
 JF0775'OF A GUARDRAIL ACROSS THE MEDIAN STRIP.
 JF0775'
 JF0775'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---NEWTON NO 2
 JF0775'1972---SET IN A DRILLHOLE IN THE SOUTHWEST WINGWALL OF THE BRIDGE
 JF0775'NUMBERED 35W-40 10.4.  IT IS 19.5 FEET WEST OF THE SOUTHBOUND LANES,
 JF0775'9.7 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE PROPER
 JF0775'AND ABOUT 2 FEET HIGHER THAN THE STATION.
 JF0775'
 JF0775'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---NEWTON 1972 NO 3
 JF0775'1978---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT IS
 JF0775'FLUSH.  IT IS 41 FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES,
 JF0775'29.0 FEET SOUTH OF THE EAST END OF THE GUARDRAIL ACROSS THE MEDIAN,
 JF0775'20.0 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANES, 2.3 FEET
 JF0775'WEST OF THE WEST GUARDRAIL OF THE NORTHBOUND LANES AND ABOUT THE SAME
 JF0775'ELEVATION AS THE STATION.
 JF0775'
 JF0775'BENCH MARK W 347 IS A STANDARD DISK, STAMPED---W 347 1972---SET IN
 JF0775'THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH.  IT IS 85
 JF0775'FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES, 3 FEET
 JF0775'NORTH OF A WITNESS POST AND 1 FOOT NORTHEAST OF THE RIGHT-OF-WAY
 JF0775'FENCE.
 JF0775
 JF0775                          STATION RECOVERY (1978)
 JF0775
 JF0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JF0775'THE SURFACE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 JF0775'MARKS 2 AND 3 WERE DESTROYED DURING BRIDGE RE-PLACEMENT.  BENCH MARK W
 JF0775'347 IS NOT GROUND VISIBLE AND WAS NOT VISITED THIS DATE.  REFERENCE
 JF0775'MARKS 4 AND 5 WERE ESTABLISHED THIS DATE.  A CHECK ANGLE WAS OBTAINED
 JF0775'TO DISTANT OBJECTS, THEREFORE, THE UNDERGROUND MARK WAS NOT INSPECTED.
 JF0775'DUE TO CHANGES IN THE IMMEDIATE VICINITY, A NEW DESCRIPTION FOLLOWS.
 JF0775'THE STATION IS ABOUT 8.8 KM (5.45 MI) SOUTHWEST OF WALTON, 2.4 KM
 JF0775'(1.50 MI) NORTHEAST OF NEWTON, IN THE MEDIAN STRIP OF INTERSTATE
 JF0775'HIGHWAY 135, AT THE SOUTH END OF THE HIGHWAY 135 OVERPASS BRIDGES OVER
 JF0775'A RAILROAD TRACK AND BUSINESS ROUTE U.S HIGHWAY 50, IN THE SE 1/4, SEC
 JF0775'9, T 23 S, R 1 E AND ON HIGHWAY RIGHT-OF-WAY. CONTACT RICHARD SRNA,
 JF0775'AREA ENGINEER, POST OFFICE BOX 888, EL DORADO, KANSAS 67042.  TO REACH
 JF0775'THE STATION FROM THE INTERSECTION OF MAIN STREET AND BROADWAY AVENUE,
 JF0775'IN NEWTON, GO EAST ON BROADWAY AVENUE FOR 1.93 KM (1.20 MI) TO THE
 JF0775'INTERSTATE HIGHWAY 135.  GO NORTH ON INTERSTATE HIGHWAY 135 FOR 0.96
 JF0775'KM (0.60 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD
 JF0775'NGS DISK STAMPED---NEWTON 1972---, SET INTO THE TOP OF A ROUND
 JF0775'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND.
 JF0775'THE STATION IS LOCATED 15.49 METERS (50.82 FT) SOUTH SOUTHWEST FROM
 JF0775'THE SOUTHWEST CORNER OF THE NORTH BOUND BRIDGE, 9.45 METERS (31.00 FT)
 JF0775'EAST FROM THE CENTERLINE OF THE SOUTH BOUND LANE, 8.7 METERS (28.5 FT)
 JF0775'WEST FROM THE CENTERLINE OF THE NORTH BOUND LANE, 4.02 METERS (13.19
 JF0775'FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE SOUTH BOUND BRIDGE,
 JF0775'0.46 METERS (1.51 FT) NORTH FROM A WITNESS POST.  REFERENCE MARK NO 4
 JF0775'IS A STANDARD NGS DISK STAMPED---NEWTON 1972 NO 4 1985---, SET INTO
 JF0775'THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER,
 JF0775'FLUSH WITH GROUND.  THE STATION IS LOCATED 7.34 METERS (24.08 FT)
 JF0775'SOUTH FROM THE SOUTHEAST CORNER OF THE SOUTH BOUND BRIDGE, 6.1 METERS
 JF0775'(20.0 FT) EAST FROM THE CENTERLINE OF THE SOUTH BOUND LANE, 0.61
 JF0775'METERS (2.00 FT) SOUTHEAST FROM THE SOUTH END OF A CONCRETE CURB, AND
 JF0775'0.1 METERS (0.3 FT) HIGHER THAN THE STATION. REFERENCE MARK NO 5 IS A
 JF0775'STANDARD NGS DISK STAMPED---NEWTON 1972 NO 5 1985---, SET INTO THE TOP
 JF0775'OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 JF0775'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 JF0775'5.8 METERS (19.0 FT) EAST FROM THE CENTERLINE OF THE SOUTH BOUND LINE,
 JF0775'0.67 METERS (2.20 FT) NORTH FROM THE SOUTHEAST CORNER OF THE SOUTH
 JF0775'BOUND BRIDGE, 0.6 METERS (2.0 FT) EAST FROM THE EAST EDGE OF THE SOUTH
 JF0775'ABUTMENT OF THE BRIDGE, AND 0.3 METERS (1.0 FT) HIGHER THAN THE
 JF0775'STATION.  ALL MARKS ARE BENCH MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1532 ***********************************************************************
 JF1532  DESIGNATION -  NEWTON MUN STANDPIPE
 JF1532  PID         -  JF1532
 JF1532  STATE/COUNTY-  KS/HARVEY
 JF1532  USGS QUAD   -  NEWTON (1989)
 JF1532
 JF1532                         *CURRENT SURVEY CONTROL
 JF1532  ___________________________________________________________________
 JF1532* NAD 83(1997)-  38 03 25.69101(N)    097 20 20.42884(W)     ADJUSTED  
 JF1532* NAVD 88     -                                                        
 JF1532  ___________________________________________________________________
 JF1532  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 JF1532  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 JF1532
 JF1532  HORZ ORDER  -  THIRD
 JF1532
 JF1532.The horizontal coordinates were established by classical geodetic methods
 JF1532.and adjusted by the National Geodetic Survey in October 1998..
 JF1532
 JF1532
 JF1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1532
 JF1532.The geoid height was determined by GEOID03.
 JF1532
 JF1532;                    North         East     Units Scale Factor Converg.
 JF1532;SPC KS S     -   554,955.941   501,884.754   MT  0.99993887   +0 42 48.5
 JF1532;UTM  14      - 4,213,456.736   645,722.390   MT  0.99986154   +1 01 26.7
 JF1532
 JF1532                          SUPERSEDED SURVEY CONTROL
 JF1532
 JF1532  NAD 83(1997)-  38 03 25.70040(N)    097 20 20.42878(W) AD(       ) 4
 JF1532  NAD 83(1986)-  38 03 25.70263(N)    097 20 20.42801(W) AD(       ) 4
 JF1532  NAD 27      -  38 03 25.66495(N)    097 20 19.30454(W) AD(       ) 3
 JF1532
 JF1532.Superseded values are not recommended for survey control.
 JF1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1532.See file dsdata.txt to determine how the superseded data were derived.
 JF1532
 JF1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4572213457(NAD 83)
 JF1532_MARKER: 52 = STANDPIPE TANK
 JF1532
 JF1532  HISTORY     - Date     Condition        Report By
 JF1532  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1532  HISTORY     - 1978     GOOD             NGS
 JF1532  HISTORY     - 1982     GOOD             NGS
 JF1532
 JF1532                          STATION DESCRIPTION
 JF1532
 JF1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1532'THE STATION, NEWTON MUNICIPAL STANDPIPE, IS THE LIGHT MOUNTED
 JF1532'AT THE CENTER OF THE TOP OF A 125 FOOT TALL, CYLINDRICAL
 JF1532'STANDPIPE, LOCATED AT THE INTERSECTION OF 12TH STREET AND
 JF1532'WALNUT STREET IN THE NORTH SECTION OF NEWTON.
 JF1532
 JF1532                          STATION RECOVERY (1978)
 JF1532
 JF1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JF1532'THE STATION, NEWTON MUNICIPAL STANDPIPE, WAS RECOVERED AS PREVIOUSLY
 JF1532'DESCRIBED.
 JF1532
 JF1532                          STATION RECOVERY (1982)
 JF1532
 JF1532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JF1532'THE STATION WAS RECOVERED AS DESCRIBED.
 JF1532'
 JF1532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH SIDE OF
 JF1532'TOWN (NEWTON).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1535 ***********************************************************************
 JF1535  DESIGNATION -  NEWTON NW MUN TANK
 JF1535  PID         -  JF1535
 JF1535  STATE/COUNTY-  KS/HARVEY
 JF1535  USGS QUAD   -  NEWTON (1989)
 JF1535
 JF1535                         *CURRENT SURVEY CONTROL
 JF1535  ___________________________________________________________________
 JF1535* NAD 83(1997)-  38 03 46.80860(N)    097 21 38.11283(W)     ADJUSTED  
 JF1535* NAVD 88     -                                                        
 JF1535  ___________________________________________________________________
 JF1535  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 JF1535  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 JF1535
 JF1535  HORZ ORDER  -  THIRD
 JF1535
 JF1535.The horizontal coordinates were established by classical geodetic methods
 JF1535.and adjusted by the National Geodetic Survey in October 1998..
 JF1535
 JF1535
 JF1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1535
 JF1535.The geoid height was determined by GEOID03.
 JF1535
 JF1535;                    North         East     Units Scale Factor Converg.
 JF1535;SPC KS S     -   555,583.602   499,983.202   MT  0.99993913   +0 42 00.7
 JF1535;UTM  14      - 4,214,074.028   643,817.617   MT  0.99985474   +1 00 39.3
 JF1535
 JF1535                          SUPERSEDED SURVEY CONTROL
 JF1535
 JF1535  NAD 83(1997)-  38 03 46.81797(N)    097 21 38.11295(W) AD(       ) 4
 JF1535  NAD 83(1986)-  38 03 46.82019(N)    097 21 38.11199(W) AD(       ) 4
 JF1535  NAD 27      -  38 03 46.78279(N)    097 21 36.98464(W) AD(       ) 3
 JF1535
 JF1535.Superseded values are not recommended for survey control.
 JF1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1535.See file dsdata.txt to determine how the superseded data were derived.
 JF1535
 JF1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4381814074(NAD 83)
 JF1535_MARKER: 51 = TANK
 JF1535
 JF1535  HISTORY     - Date     Condition        Report By
 JF1535  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1535  HISTORY     - 1982     GOOD             NGS
 JF1535
 JF1535                          STATION DESCRIPTION
 JF1535
 JF1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1535'THE STATION, NEWTON MUNICIPAL NORTHWEST TANK, IS THE CENTER OF THE
 JF1535'TOP OF A PEDESTAL-SPHERE WATER TANK, PAINTED GREEN AND HAS AN
 JF1535'OVERALL HEIGHT OF 120 FEET.  IT IS LOCATED ABOUT 0.15 MILE
 JF1535'NORTH-NORTHWEST OF THE END OF GRANDVIEW AVENUE AND NORTH OF 12TH
 JF1535'STREET IN NEWTON.
 JF1535
 JF1535                          STATION RECOVERY (1982)
 JF1535
 JF1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JF1535'THE STATION WAS RECOVERED AS DESCRIBED.
 JF1535'
 JF1535'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHWEST SIDE OF
 JF1535'TOWN (NEWTON).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1536 ***********************************************************************
 JF1536  DESIGNATION -  NEWTON RAD STA KJRG MAST
 JF1536  PID         -  JF1536
 JF1536  STATE/COUNTY-  KS/HARVEY
 JF1536  USGS QUAD   -  NEWTON (1989)
 JF1536
 JF1536                         *CURRENT SURVEY CONTROL
 JF1536  ___________________________________________________________________
 JF1536* NAD 83(1997)-  38 02 39.17610(N)    097 22 22.53676(W)     ADJUSTED  
 JF1536* NAVD 88     -                                                        
 JF1536  ___________________________________________________________________
 JF1536  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JF1536  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 JF1536
 JF1536  HORZ ORDER  -  THIRD
 JF1536
 JF1536.The horizontal coordinates were established by classical geodetic methods
 JF1536.and adjusted by the National Geodetic Survey in October 1998..
 JF1536
 JF1536
 JF1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1536
 JF1536.The geoid height was determined by GEOID03.
 JF1536
 JF1536;                    North         East     Units Scale Factor Converg.
 JF1536;SPC KS S     -   553,485.433   498,925.631   MT  0.99993835   +0 41 33.4
 JF1536;UTM  14      - 4,211,970.339   642,771.521   MT  0.99985105   +1 00 10.4
 JF1536
 JF1536                          SUPERSEDED SURVEY CONTROL
 JF1536
 JF1536  NAD 83(1997)-  38 02 39.18539(N)    097 22 22.53692(W) AD(       ) 4
 JF1536  NAD 83(1986)-  38 02 39.18764(N)    097 22 22.53577(W) AD(       ) 4
 JF1536  NAD 27      -  38 02 39.14925(N)    097 22 21.40727(W) AD(       ) 3
 JF1536
 JF1536.Superseded values are not recommended for survey control.
 JF1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1536.See file dsdata.txt to determine how the superseded data were derived.
 JF1536
 JF1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4277211970(NAD 83)
 JF1536_MARKER: 42 = RADIO/TV MAST
 JF1536
 JF1536  HISTORY     - Date     Condition        Report By
 JF1536  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1536  HISTORY     - 1982     GOOD             NGS
 JF1536
 JF1536                          STATION DESCRIPTION
 JF1536
 JF1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1536'THE STATION, NEWTON RADIO STATION MAST KJRG AM-FM, IS THE
 JF1536'LIGHT ATOP A TRIANGULAR, STEEL, GUYED MAST, PAINTED RED AND
 JF1536'WHITE THAT HAS AN OVERALL HEIGHT OF 455 FEET.  IT IS LOCATED IN AN
 JF1536'OPEN FIELD, NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 50 AND WEST
 JF1536'1ST STREET IN THE WEST PART OF NEWTON.
 JF1536
 JF1536                          STATION RECOVERY (1982)
 JF1536
 JF1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JF1536'THE STATION WAS RECOVERED AS DESCRIBED.
 JF1536'
 JF1536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST SIDE OF TOWN
 JF1536'(NEWTON).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1674 ***********************************************************************
 JF1674  DESIGNATION -  NEWTON RM 4
 JF1674  PID         -  JF1674
 JF1674  STATE/COUNTY-  KS/HARVEY
 JF1674  USGS QUAD   -  NEWTON (1989)
 JF1674
 JF1674                         *CURRENT SURVEY CONTROL
 JF1674  ___________________________________________________________________
 JF1674* NAD 83(1986)-  38 03 32.     (N)    097 19 21.     (W)     SCALED    
 JF1674* NAVD 88     -       457.99   (meters)    1502.6    (feet)  RESET     
 JF1674  ___________________________________________________________________
 JF1674  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 JF1674
 JF1674  VERT ORDER  -  THIRD
 JF1674
 JF1674.The horizontal coordinates were scaled from a topographic map and have
 JF1674.an estimated accuracy of +/- 6 seconds.
 JF1674
 JF1674.The orthometric height was computed from unverified reset data.
 JF1674
 JF1674.The geoid height was determined by GEOID03.
 JF1674
 JF1674;                    North         East    Units  Estimated Accuracy
 JF1674;SPC KS S     -   555,170.      503,330.      MT  (+/- 180 meters Scaled)
 JF1674
 JF1674                          SUPERSEDED SURVEY CONTROL
 JF1674
 JF1674  NGVD 29 (03/09/04)  457.82   (m)         1502.0    (f) RESET       3  
 JF1674
 JF1674.Superseded values are not recommended for survey control.
 JF1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1674.See file dsdata.txt to determine how the superseded data were derived.
 JF1674
 JF1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH471136(NAD 83)
 JF1674_MARKER: DR = REFERENCE MARK DISK
 JF1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1674_SP_SET: CONCRETE POST
 JF1674_STAMPING: NEWTON 1972 NO 4 1985
 JF1674_MARK LOGO: NGS   
 JF1674_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1674+STABILITY: SURFACE MOTION
 JF1674
 JF1674  HISTORY     - Date     Condition        Report By
 JF1674  HISTORY     - 1985     MONUMENTED       NGS
 JF1674  HISTORY     - 19850612 GOOD             NGS
 JF1674
 JF1674                          STATION DESCRIPTION
 JF1674
 JF1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JF1674'1.93 KM (1.20 MI) EAST ALONG BROADWAY AVENUE, FROM THE INTERSECTION
 JF1674'WITH MAIN STREET IN NEWTON, THENCE 0.96 KM (0.60 MI) NORTH ALONG
 JF1674'INTERSTATE HIGHWAY 135 70 THE MARK ON THE LEFT, IN THE MEDIAN STRIP,
 JF1674'7.98 M (26.18 FT) SOUTH FROM NEWTON RM 5, 7.34 M (24.08 FT) SOUTH
 JF1674'FROM THE SOUTHEAST CORNER OF THE SOUTH BOUND OVERPASS BRIDGE OF THE
 JF1674'HIGHWAY OVER A RAILROAD TRACK AND A STREET, 6.71 M (22.01 FT)
 JF1674'SOUTHWEST FROM NEWTON, 6.1 M (20.0 FT) EAST FROM THE CENTERLINE OF THE
 JF1674'SOUTH BOUND LANE, 0.61 M (2.00 FT) SOUTHEAST FROM THE SOUTH END OF A
 JF1674'CONCRETE CURB.
 JF1674
 JF1674                          STATION RECOVERY (1985)
 JF1674
 JF1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 JF1674'REFERENCE MARK 4 IS A STANDARD NGS DISK STAMPED-- NEWTON 1972 NO. 4
 JF1674'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 JF1674'CM) IN DIAMETER FLUSH.  LOCATED 7.34 METERS SOUTH FROM THE SOUTHEAST
 JF1674'CORNER OF THE SOUTHBOUND BRIDGE, 6.1 METERS EAST FROM THE CENTERLINE
 JF1674'OF THE SOUTHBOUND LANE, 0.61 METERS SOUTHEAST FROM THE SOUTH END OF A
 JF1674'CONCRETE CURB, AND 0.45 FEET 0.1 METERS HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1675 ***********************************************************************
 JF1675  DESIGNATION -  NEWTON RM 5
 JF1675  PID         -  JF1675
 JF1675  STATE/COUNTY-  KS/HARVEY
 JF1675  USGS QUAD   -  NEWTON (1989)
 JF1675
 JF1675                         *CURRENT SURVEY CONTROL
 JF1675  ___________________________________________________________________
 JF1675* NAD 83(1986)-  38 03 32.     (N)    097 19 21.     (W)     SCALED    
 JF1675* NAVD 88     -       458.11   (meters)    1503.0    (feet)  RESET     
 JF1675  ___________________________________________________________________
 JF1675  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 JF1675
 JF1675  VERT ORDER  -  THIRD
 JF1675
 JF1675.The horizontal coordinates were scaled from a topographic map and have
 JF1675.an estimated accuracy of +/- 6 seconds.
 JF1675
 JF1675.The orthometric height was computed from unverified reset data.
 JF1675
 JF1675.The geoid height was determined by GEOID03.
 JF1675
 JF1675;                    North         East    Units  Estimated Accuracy
 JF1675;SPC KS S     -   555,170.      503,330.      MT  (+/- 180 meters Scaled)
 JF1675
 JF1675                          SUPERSEDED SURVEY CONTROL
 JF1675
 JF1675  NGVD 29 (03/09/04)  457.94   (m)         1502.4    (f) RESET       3  
 JF1675
 JF1675.Superseded values are not recommended for survey control.
 JF1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1675.See file dsdata.txt to determine how the superseded data were derived.
 JF1675
 JF1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH471136(NAD 83)
 JF1675_MARKER: DR = REFERENCE MARK DISK
 JF1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1675_SP_SET: CONCRETE POST
 JF1675_STAMPING: NEWTON 1972 NO 5 1985
 JF1675_MARK LOGO: NGS   
 JF1675_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1675+STABILITY: SURFACE MOTION
 JF1675
 JF1675  HISTORY     - Date     Condition        Report By
 JF1675  HISTORY     - 1985     MONUMENTED       NGS
 JF1675  HISTORY     - 19850621 GOOD             NGS
 JF1675
 JF1675                          STATION DESCRIPTION
 JF1675
 JF1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JF1675'1.93 KM (1.20 MI) EAST ALONG BROADWAY AVENUE, FROM THE INTERSECTION
 JF1675'WITH MAIN STREET IN NEWTON, THENCE 0.96 KM (0.60 MI) NORTH ALONG
 JF1675'INTERSTATE HIGHWAY 135 TO THE MARK ON THE LEFT, IN THE MEDIAN OF THE
 JF1675'HIGHWAY, 7.98 M (26.18 FT) NORTH FROM NEWTON RM 5, 5.8 M (19.0 FT)
 JF1675'EAST FROM THE CENTERLINE OF THE HIGHWAY, 4.18 M (13.71 FT) NORTHWEST
 JF1675'FROM NEWTON, 0.67 M (2.20 FT) NORTH FROM THE SOUTHEAST CORNER OF THE
 JF1675'SOUTH BOUND OVERPASS BRIDGE OF THE HIGHWAY OVER A RAILROAD TRACK AND
 JF1675'A STREET, 0.18 M (0.59 FT) EAST FROM THE SOUTH ABUTMENT OF THE
 JF1675'BRIDGE.
 JF1675
 JF1675                          STATION RECOVERY (1985)
 JF1675
 JF1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 JF1675'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--NEWTON 1972 NO 5-,
 JF1675'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 JF1675'DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  LOCATED 5.8
 JF1675'METERS EAST FROM THE CENTERLINE OF THE SOUTHBOUND LANE, 0.67 METER
 JF1675'NORTH FROM THE SOUTHEAST CORNER OF THE SOUTHBOUND BRIDGE, 0.6 METER
 JF1675'EAST FROM THE EAST EDGE OF THE SOUTH ABUTMENT OF THE BRIDGE AND 0.84
 JF1675'FEET 0.3 METERS HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1259 ***********************************************************************
 HF1259  DESIGNATION -  NEWTON S STANDPIPE
 HF1259  PID         -  HF1259
 HF1259  STATE/COUNTY-  KS/HARVEY
 HF1259  USGS QUAD   -  SEDGWICK NE (1978)
 HF1259
 HF1259                         *CURRENT SURVEY CONTROL
 HF1259  ___________________________________________________________________
 HF1259* NAD 83(1997)-  37 55 49.02695(N)    097 19 43.79003(W)     ADJUSTED  
 HF1259* NAVD 88     -                                                        
 HF1259  ___________________________________________________________________
 HF1259  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 HF1259  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF1259
 HF1259  HORZ ORDER  -  THIRD
 HF1259
 HF1259.The horizontal coordinates were established by classical geodetic methods
 HF1259.and adjusted by the National Geodetic Survey in October 1998..
 HF1259
 HF1259
 HF1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1259
 HF1259.The geoid height was determined by GEOID03.
 HF1259
 HF1259;                    North         East     Units Scale Factor Converg.
 HF1259;SPC KS S     -   540,889.096   502,954.695   MT  0.99993594   +0 43 11.0
 HF1259;UTM  14      - 4,199,396.902   646,868.141   MT  0.99986567   +1 01 38.8
 HF1259
 HF1259                          SUPERSEDED SURVEY CONTROL
 HF1259
 HF1259  NAD 83(1997)-  37 55 49.03577(N)    097 19 43.78913(W) AD(       ) 4
 HF1259  NAD 83(1986)-  37 55 49.03890(N)    097 19 43.78862(W) AD(       ) 4
 HF1259  NAD 27      -  37 55 48.99880(N)    097 19 42.64898(W) AD(       ) 3
 HF1259
 HF1259.Superseded values are not recommended for survey control.
 HF1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1259.See file dsdata.txt to determine how the superseded data were derived.
 HF1259
 HF1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4686899397(NAD 83)
 HF1259_MARKER: 52 = STANDPIPE TANK
 HF1259
 HF1259  HISTORY     - Date     Condition        Report By
 HF1259  HISTORY     - 1972     FIRST OBSERVED   NGS
 HF1259
 HF1259                          STATION DESCRIPTION
 HF1259
 HF1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF1259'THE STATION, NEWTON SOUTH STANDPIPE, IS THE CENTER OF THE TOP
 HF1259'OF A 50 FOOT TALL STANDPIPE, PAINTED BLUE THAT IS LOCATED
 HF1259'ON THE WEST SIDE OF INTERSTATE HIGHWAY 35 W AT A REST AREA
 HF1259'FOR THE HIGHWAY ABOUT 8.5 MILES SOUTH OF NEWTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1533 ***********************************************************************
 JF1533  DESIGNATION -  NEWTON SANTE FE RR MICROWAVE TOWER
 JF1533  PID         -  JF1533
 JF1533  STATE/COUNTY-  KS/HARVEY
 JF1533  USGS QUAD   -  NEWTON (1989)
 JF1533
 JF1533                         *CURRENT SURVEY CONTROL
 JF1533  ___________________________________________________________________
 JF1533* NAD 83(1997)-  38 02 54.28496(N)    097 20 32.32675(W)     ADJUSTED  
 JF1533* NAVD 88     -                                                        
 JF1533  ___________________________________________________________________
 JF1533  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JF1533  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 JF1533
 JF1533  HORZ ORDER  -  THIRD
 JF1533
 JF1533.The horizontal coordinates were established by classical geodetic methods
 JF1533.and adjusted by the National Geodetic Survey in October 1998..
 JF1533
 JF1533
 JF1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1533
 JF1533.The geoid height was determined by GEOID03.
 JF1533
 JF1533;                    North         East     Units Scale Factor Converg.
 JF1533;SPC KS S     -   553,984.137   501,606.758   MT  0.99993851   +0 42 41.2
 JF1533;UTM  14      - 4,212,483.515   645,449.686   MT  0.99986056   +1 01 18.7
 JF1533
 JF1533                          SUPERSEDED SURVEY CONTROL
 JF1533
 JF1533  NAD 83(1997)-  38 02 54.29434(N)    097 20 32.32673(W) AD(       ) 4
 JF1533  NAD 83(1986)-  38 02 54.29650(N)    097 20 32.32591(W) AD(       ) 4
 JF1533  NAD 27      -  38 02 54.25849(N)    097 20 31.20119(W) AD(       ) 3
 JF1533
 JF1533.Superseded values are not recommended for survey control.
 JF1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1533.See file dsdata.txt to determine how the superseded data were derived.
 JF1533
 JF1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4545012484(NAD 83)
 JF1533_MARKER: 45 = MICROWAVE TOWER
 JF1533
 JF1533  HISTORY     - Date     Condition        Report By
 JF1533  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1533  HISTORY     - 1982     GOOD             NGS
 JF1533
 JF1533                          STATION DESCRIPTION
 JF1533
 JF1533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1533'THE STATION, NEWTON SANTE FE RAILROAD MICROWAVE KBB 380, IS THE TOP
 JF1533'CENTER OF A FOUR LEGGED SELF-SUPPORTING TOWER THAT IS NOT PAINTED.
 JF1533'THE STRUCTURE HAS AN OVERALL HEIGHT OF 130 FEET AND IS OWNED BY THE
 JF1533'SANTE FE RAILROAD COMPANY.
 JF1533'
 JF1533'IT IS LOCATED ABOUT 10 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JF1533'SANTE FE RAILROAD OFFICE BUILDING IN NEWTON.
 JF1533
 JF1533                          STATION RECOVERY (1982)
 JF1533
 JF1533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JF1533'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE
 JF1533'TOWER DOES NOT APPEAR TO BE A 130 FEET IN HEIGHT AND MAY HAVE BEEN
 JF1533'LOWERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1531 ***********************************************************************
 JF1531  DESIGNATION -  NEWTON SE MUN TANK
 JF1531  PID         -  JF1531
 JF1531  STATE/COUNTY-  KS/HARVEY
 JF1531  USGS QUAD   -  NEWTON (1989)
 JF1531
 JF1531                         *CURRENT SURVEY CONTROL
 JF1531  ___________________________________________________________________
 JF1531* NAD 83(1997)-  38 02 26.93039(N)    097 19 07.17196(W)     ADJUSTED  
 JF1531* NAVD 88     -                                                        
 JF1531  ___________________________________________________________________
 JF1531  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JF1531  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 JF1531
 JF1531  HORZ ORDER  -  THIRD
 JF1531
 JF1531.The horizontal coordinates were established by classical geodetic methods
 JF1531.and adjusted by the National Geodetic Survey in October 1998..
 JF1531
 JF1531
 JF1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1531
 JF1531.The geoid height was determined by GEOID03.
 JF1531
 JF1531;                    North         East     Units Scale Factor Converg.
 JF1531;SPC KS S     -   553,166.886   503,693.384   MT  0.99993822   +0 43 33.5
 JF1531;UTM  14      - 4,211,677.639   647,540.554   MT  0.99986810   +1 02 10.6
 JF1531
 JF1531                          SUPERSEDED SURVEY CONTROL
 JF1531
 JF1531  NAD 83(1997)-  38 02 26.93971(N)    097 19 07.17193(W) AD(       ) 4
 JF1531  NAD 83(1986)-  38 02 26.94201(N)    097 19 07.17107(W) AD(       ) 4
 JF1531  NAD 27      -  38 02 26.90412(N)    097 19 06.04801(W) AD(       ) 3
 JF1531
 JF1531.Superseded values are not recommended for survey control.
 JF1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1531.See file dsdata.txt to determine how the superseded data were derived.
 JF1531
 JF1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4754111678(NAD 83)
 JF1531_MARKER: 51 = TANK
 JF1531_SETTING: 66 = SET IN ROCK OUTCROP
 JF1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF1531+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 JF1531
 JF1531  HISTORY     - Date     Condition        Report By
 JF1531  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1531  HISTORY     - 1978     GOOD             NGS
 JF1531  HISTORY     - 1982     GOOD             NGS
 JF1531  HISTORY     - 20030711 GOOD             USPSQD
 JF1531
 JF1531                          STATION DESCRIPTION
 JF1531
 JF1531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1531'THE STATION, NEWTON MUNICIPAL SOUTHEAST TANK, IS THE CENTER
 JF1531'OF THE TOP OF A PEDESTALSPHERE WATER TANK, THAT HAS AN
 JF1531'OVERALL HEIGHT OF 120 FEET.  IT IS ABOUT 800 FEET SOUTH OF
 JF1531'1ST STREET AND 100 FEET WEST OF SPENCER AVENUE IN NEWTON.
 JF1531
 JF1531                          STATION RECOVERY (1978)
 JF1531
 JF1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JF1531'THE STATION, NEWTON SOUTHEAST MUN TANK, WAS RECOVERED AS PREVIOUSLY
 JF1531'DESCRIBED.
 JF1531
 JF1531                          STATION RECOVERY (1982)
 JF1531
 JF1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JWB)
 JF1531'THE STATION WAS RECOVERED AS DESCRIBED.
 JF1531'
 JF1531'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST SIDE OF
 JF1531'TOWN (NEWTON).
 JF1531
 JF1531                          STATION RECOVERY (2003)
 JF1531
 JF1531'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 JF1531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1534 ***********************************************************************
 JF1534  DESIGNATION -  NEWTON ST MARYS CATH CH CROSS
 JF1534  PID         -  JF1534
 JF1534  STATE/COUNTY-  KS/HARVEY
 JF1534  USGS QUAD   -  NEWTON (1989)
 JF1534
 JF1534                         *CURRENT SURVEY CONTROL
 JF1534  ___________________________________________________________________
 JF1534* NAD 83(1997)-  38 03 08.76861(N)    097 20 41.58701(W)     ADJUSTED  
 JF1534* NAVD 88     -                                                        
 JF1534  ___________________________________________________________________
 JF1534  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 JF1534  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 JF1534
 JF1534  HORZ ORDER  -  THIRD
 JF1534
 JF1534.The horizontal coordinates were established by classical geodetic methods
 JF1534.and adjusted by the National Geodetic Survey in October 1998..
 JF1534
 JF1534
 JF1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1534
 JF1534.The geoid height was determined by GEOID03.
 JF1534
 JF1534;                    North         East     Units Scale Factor Converg.
 JF1534;SPC KS S     -   554,427.844   501,375.475   MT  0.99993868   +0 42 35.5
 JF1534;UTM  14      - 4,212,925.928   645,216.020   MT  0.99985972   +1 01 13.3
 JF1534
 JF1534                          SUPERSEDED SURVEY CONTROL
 JF1534
 JF1534  NAD 83(1997)-  38 03 08.77799(N)    097 20 41.58700(W) AD(       ) 4
 JF1534  NAD 83(1986)-  38 03 08.78017(N)    097 20 41.58619(W) AD(       ) 4
 JF1534  NAD 27      -  38 03 08.74224(N)    097 20 40.46147(W) AD(       ) 3
 JF1534
 JF1534.Superseded values are not recommended for survey control.
 JF1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1534.See file dsdata.txt to determine how the superseded data were derived.
 JF1534
 JF1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4521612926(NAD 83)
 JF1534_MARKER: 91 = CHURCH CROSS
 JF1534
 JF1534  HISTORY     - Date     Condition        Report By
 JF1534  HISTORY     - 1972     FIRST OBSERVED   NGS
 JF1534
 JF1534                          STATION DESCRIPTION
 JF1534
 JF1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1534'THE STATION, NEWTON SAINT MARYS CATHOLIC CHURCH CROSS, IS A
 JF1534'CROSS ATOP A SPIRE ON THE SOUTH END OF THE SAINT MARYS
 JF1534'CATHOLIC CHURCH.  THE STRUCTURE HAS AN OVERALL HEIGHT OF
 JF1534'105 FEET AND IS LOCATED IN THE NORTHEAST ANGLE OF MAIN AND
 JF1534'EAST 8TH STREETS IN NEWTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0734 ***********************************************************************
 JG0734  DESIGNATION -  NICKERSON
 JG0734  PID         -  JG0734
 JG0734  STATE/COUNTY-  KS/RICE
 JG0734  USGS QUAD   -  NICKERSON (1970)
 JG0734
 JG0734                         *CURRENT SURVEY CONTROL
 JG0734  ___________________________________________________________________
 JG0734* NAD 83(1997)-  38 11 43.79208(N)    098 05 16.11685(W)     ADJUSTED  
 JG0734* NAVD 88     -       490.     (meters)    1608.     (feet)  SCALED    
 JG0734  ___________________________________________________________________
 JG0734  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 JG0734  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 JG0734
 JG0734  HORZ ORDER  -  THIRD
 JG0734
 JG0734.The horizontal coordinates were established by classical geodetic methods
 JG0734.and adjusted by the National Geodetic Survey in October 1998..
 JG0734
 JG0734.The orthometric height was scaled from a topographic map.
 JG0734
 JG0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0734
 JG0734.The geoid height was determined by GEOID03.
 JG0734
 JG0734;                    North         East     Units Scale Factor Converg.
 JG0734;SPC KS S     -   569,758.476   436,105.312   MT  0.99994764   +0 15 11.9
 JG0734;UTM  14      - 4,227,899.456   579,875.550   MT  0.99967857   +0 33 50.7
 JG0734
 JG0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0734!SPC KS S     -   0.99992743  x   0.99994764  =   0.99987508
 JG0734!UTM  14      -   0.99992743  x   0.99967857  =   0.99960602
 JG0734
 JG0734|---------------------------------------------------------------------|
 JG0734| PID    Reference Object                     Distance      Geod. Az  |
 JG0734|                                                           dddmmss.s |
 JG0734| CK9524 NICKERSON RM 2                       18.978 METERS 01035     |
 JG0734| CK9522 NICKERSON AZ MK                                    1761912.8 |
 JG0734| JG0733 NICKERSON MUNICIPAL TANK            APPROX. 5.7 KM 1765046.8 |
 JG0734| CK9523 NICKERSON RM 1                       18.355 METERS 27026     |
 JG0734| JG0727 LYONS MUNICIPAL TANK                APPROX.19.6 KM 3292657.6 |
 JG0734|---------------------------------------------------------------------|
 JG0734
 JG0734                          SUPERSEDED SURVEY CONTROL
 JG0734
 JG0734  NAD 83(1997)-  38 11 43.80050(N)    098 05 16.11633(W) AD(       ) 3
 JG0734  NAD 83(1986)-  38 11 43.80010(N)    098 05 16.11727(W) AD(       ) 3
 JG0734  NAD 27      -  38 11 43.76200(N)    098 05 14.91500(W) AD(       ) 3
 JG0734
 JG0734.Superseded values are not recommended for survey control.
 JG0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0734.See file dsdata.txt to determine how the superseded data were derived.
 JG0734
 JG0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH7987627899(NAD 83)
 JG0734_MARKER: DS = TRIANGULATION STATION DISK
 JG0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0734_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0734
 JG0734  HISTORY     - Date     Condition        Report By
 JG0734  HISTORY     - 1953     MONUMENTED       CGS
 JG0734
 JG0734                          STATION DESCRIPTION
 JG0734
 JG0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0734'THE STATION IS IN SECTION 28, T 21 S, R 7 W, ABOUT 6-1/2 MILES
 JG0734'EAST-SOUTHEAST OF STERLING, 3-1/2 MILES NORTH OF NICKERSON,
 JG0734'54 FEET WEST OF THE CENTER OF A BLACKTOP ROAD, 13 FEET WEST
 JG0734'OF A TRIANGLE-BLAZED TELEPHONE POLE, 6 FEET SOUTHWEST OF A
 JG0734'4 X 4 INCH WITNESS POST AND 2 FEET NORTH OF A WIRE FENCE.
 JG0734'
 JG0734'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STERLING, GO
 JG0734'NORTH ON STATE HIGHWAY 96 FOR 0.7 MILE TO A CROSS STREET AND
 JG0734'THE STERLING COLLEGE IN THE NORTHWEST ANGLE, TURN RIGHT AND
 JG0734'GO EAST ON A ROAD WHICH IS PART BLACKTOP AND PART GRAVEL FOR
 JG0734'6.7 MILES TO A BLACKTOP CROSS ROAD, TURN RIGHT AND GO SOUTH
 JG0734'FOR 1.6 MILES TO THE STATION ON THE RIGHT, CONTINUE SOUTH FOR
 JG0734'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JG0734'
 JG0734'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 JG0734'NICKERSON 1953.
 JG0734'
 JG0734'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE WIRE FENCE.  THE MARK
 JG0734'PROJECTS 4 INCHES AND THE DISK IS STAMPED NICKERSON NO 1 1953.
 JG0734'
 JG0734'REFERENCE MARK 2 IS 44 FEET WEST OF THE CENTER OF THE BLACKTOP
 JG0734'ROAD.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JG0734'NICKERSON NO 2 1953.
 JG0734'
 JG0734'THE AZIMUTH MARK IS 40 FEET EAST OF THE CENTER OF THE BLACKTOP
 JG0734'ROAD, 3 FEET NORTH OF A T-FENCE CORNER AND 2 FEET NORTH OF A
 JG0734'4 X 4 INCH WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 JG0734'DISK IS STAMPED NICKERSON 1953.
 JG0734'
 JG0734'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0733 ***********************************************************************
 JG0733  DESIGNATION -  NICKERSON MUNICIPAL TANK
 JG0733  PID         -  JG0733
 JG0733  STATE/COUNTY-  KS/RENO
 JG0733  USGS QUAD   -  NICKERSON (1970)
 JG0733
 JG0733                         *CURRENT SURVEY CONTROL
 JG0733  ___________________________________________________________________
 JG0733* NAD 83(1997)-  38 08 39.12200(N)    098 05 03.23294(W)     ADJUSTED  
 JG0733* NAVD 88     -                                                        
 JG0733  ___________________________________________________________________
 JG0733  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JG0733  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 JG0733
 JG0733  HORZ ORDER  -  THIRD
 JG0733
 JG0733.The horizontal coordinates were established by classical geodetic methods
 JG0733.and adjusted by the National Geodetic Survey in October 1998..
 JG0733
 JG0733
 JG0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0733
 JG0733.The geoid height was determined by GEOID03.
 JG0733
 JG0733;                    North         East     Units Scale Factor Converg.
 JG0733;SPC KS S     -   564,066.255   436,444.187   MT  0.99994371   +0 15 19.8
 JG0733;UTM  14      - 4,222,210.673   580,245.165   MT  0.99967930   +0 33 56.3
 JG0733
 JG0733                          SUPERSEDED SURVEY CONTROL
 JG0733
 JG0733  NAD 83(1997)-  38 08 39.12922(N)    098 05 03.23327(W) AD(       ) 4
 JG0733  NAD 83(1986)-  38 08 39.12988(N)    098 05 03.23284(W) AD(       ) 4
 JG0733  NAD 27      -  38 08 39.09600(N)    098 05 02.03200(W) AD(       ) 3
 JG0733
 JG0733.Superseded values are not recommended for survey control.
 JG0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0733.See file dsdata.txt to determine how the superseded data were derived.
 JG0733
 JG0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8024522211(NAD 83)
 JG0733_MARKER: 53 = ELEVATED TANK
 JG0733
 JG0733  HISTORY     - Date     Condition        Report By
 JG0733  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0733  HISTORY     - 1967     GOOD             CGS
 JG0733
 JG0733                          STATION DESCRIPTION
 JG0733
 JG0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0733'THE STATION IS LOCATED IN THE CENTER OF TOWN OF NICKERSON.
 JG0733'
 JG0733'IT IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 110 FOOT HIGH, PAINTED
 JG0733'SILVER AND WITH THE CAPACITY OF ABOUT 75,000 GALLONS.
 JG0733'
 JG0733'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
 JG0733
 JG0733                          STATION RECOVERY (1967)
 JG0733
 JG0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 JG0733'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1623 ***********************************************************************
 JF1623  DESIGNATION -  NIKE
 JF1623  PID         -  JF1623
 JF1623  STATE/COUNTY-  KS/SALINE
 JF1623  USGS QUAD   -  SMOLAN (1978)
 JF1623
 JF1623                         *CURRENT SURVEY CONTROL
 JF1623  ___________________________________________________________________
 JF1623* NAD 83(1997)-  38 40 00.65596(N)    097 41 31.91655(W)     ADJUSTED  
 JF1623* NAVD 88     -       495.3    (meters)    1625.     (feet)  VERTCON   
 JF1623  ___________________________________________________________________
 JF1623  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 JF1623  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 JF1623
 JF1623  HORZ ORDER  -  SECOND
 JF1623
 JF1623.The horizontal coordinates were established by classical geodetic methods
 JF1623.and adjusted by the National Geodetic Survey in October 1998..
 JF1623
 JF1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1623
 JF1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1623
 JF1623.The geoid height was determined by GEOID03.
 JF1623
 JF1623;                    North         East     Units Scale Factor Converg.
 JF1623;SPC KS N     -    37,069.348   426,788.449   MT  1.00000841   +0 11 41.1
 JF1623;SPC KS S     -   622,304.285   470,304.479   MT  1.00002135   +0 29 47.1
 JF1623;UTM  14      - 4,280,618.869   613,776.102   MT  0.99975941   +0 49 01.9
 JF1623
 JF1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1623!SPC KS N     -   0.99992665  x   1.00000841  =   0.99993506
 JF1623!SPC KS S     -   0.99992665  x   1.00002135  =   0.99994800
 JF1623!UTM  14      -   0.99992665  x   0.99975941  =   0.99968608
 JF1623
 JF1623:                Primary Azimuth Mark                     Grid Az
 JF1623:SPC KS N     -  SALINA MUN APT CONTROL TWR               012 40 02.6
 JF1623:SPC KS S     -  SALINA MUN APT CONTROL TWR               012 21 56.6
 JF1623:UTM  14      -  SALINA MUN APT CONTROL TWR               012 02 41.8
 JF1623
 JF1623|---------------------------------------------------------------------|
 JF1623| PID    Reference Object                     Distance      Geod. Az  |
 JF1623|                                                           dddmmss.s |
 JF1623| JF1606 SALINA MUN APT CONTROL TWR          APPROX.14.6 KM 0125143.7 |
 JF1623| CL5855 NIKE AZ MK                                         0172548.2 |
 JF1623| JF1605 AIRPORT BCN SALINA MUN APT          APPROX.14.4 KM 0183528.5 |
 JF1623| JF1595 KIPP RURAL STANDPIPE                APPROX.22.1 KM 0464128.1 |
 JF1623| JF1617 ASSARIA MUN WATER TOWER             APPROX. 7.7 KM 0805529.8 |
 JF1623| CL5856 NIKE RM 1                             7.155 METERS 09652     |
 JF1623| JF1622 LINDSBORG BETHANY LUTH CHURCH       APPROX.10.1 KM 1714412.9 |
 JF1623| JF1620 LINDSBORG MUN TANK                  APPROX. 9.7 KM 1715129.4 |
 JF1623| CL5857 NIKE RM 2                             9.017 METERS 25358     |
 JF1623|---------------------------------------------------------------------|
 JF1623
 JF1623                          SUPERSEDED SURVEY CONTROL
 JF1623
 JF1623  NAD 83(1986)-  38 40 00.66629(N)    097 41 31.91751(W) AD(       ) 2
 JF1623  NAD 27      -  38 40 00.64390(N)    097 41 30.77980(W) AD(       ) 2
 JF1623  NGVD 29 (07/19/86)  495.2    (m)         1625.     (f) VERT ANG       
 JF1623
 JF1623.Superseded values are not recommended for survey control.
 JF1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1623.See file dsdata.txt to determine how the superseded data were derived.
 JF1623
 JF1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1377680619(NAD 83)
 JF1623_MARKER: DS = TRIANGULATION STATION DISK
 JF1623_SETTING: 66 = SET IN ROCK OUTCROP
 JF1623
 JF1623  HISTORY     - Date     Condition        Report By
 JF1623  HISTORY     - 1960     MONUMENTED       CGS
 JF1623  HISTORY     - 1970     GOOD             NGS
 JF1623
 JF1623                          STATION DESCRIPTION
 JF1623
 JF1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WWH)
 JF1623'THE STATION IS LOCATED ON U.S. GOVERNMENT PROPERTY, ABOUT 5
 JF1623'MILES WEST OF ASSARIA, 6 MILES NORTH OF LINDSBORG, AND 3-1/2
 JF1623'MILES EAST OF FALUN, ON A HIGH PROMINENT ROCK OUTCROPPING.
 JF1623'
 JF1623'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 JF1623'STATE HIGHWAY 4 AT THE WEST EDGE OF ASSARIA, GO WEST ON STATE
 JF1623'HIGHWAY 4 FOR 4 MILES TO A CROSSROAD, AND THE AZIMUTH MARK.
 JF1623'TURN LEFT AND GO SOUTH FOR 1 MILE TO THE ENTRANCE TO A GOVERNMENT
 JF1623'INSTALATION.  TURN RIGHT AND FOLLOW A WINDING ROAD TO THE TOP
 JF1623'OF THE HILL AND THE STATION AT THE HIGHEST POINT.
 JF1623'
 JF1623'THE STATION MARK IS A STANDARD DISK STAMPED NIKE 1960, CEMENTED
 JF1623'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  MARK IS 5 FEET NORTHWEST
 JF1623'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 JF1623'
 JF1623'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED NIKE NO 1 1960,
 JF1623'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  MARK IS 27
 JF1623'FEET NORTH OF A SECURITY FENCE, 22 FEET NORTHEAST OF A METAL
 JF1623'WITNESS POST, ON THE NORTHEAST EDGE OF THE HILL.
 JF1623'
 JF1623'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED NIKE NO 2
 JF1623'1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  MARK IS ON
 JF1623'THE SOUTHWEST EDGE OF THE HILL.
 JF1623'
 JF1623'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NIKE 1960, CEMENTED
 JF1623'IN A DRILL HOLE IN THE NORTHEAST HEADWALL OF A CONCRETE CULVERT,
 JF1623'AT THE INTERSECTION MENTIONED ABOVE.  MARK IS 36 FEET NORTHEAST
 JF1623'OF THE APPROXIMATE CENTER OF THE INTERSECTION.
 JF1623
 JF1623                          STATION RECOVERY (1970)
 JF1623
 JF1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1623'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JF1623'CONDITION.  A SHORTER MEASUREMENT WAS OBTAINED TO REFERENCE
 JF1623'MARK 2.  A DIFFERENCE WAS ALSO NOTED IN THE OBSERVED DIRECTION
 JF1623'TO THE AZIMUTH MARK.  THE CURRENT MEASUREMENTS AND DIRECTIONS
 JF1623'WERE CONFIRMED.  THE PROPERTY IS NO LONGER OWNED BY THE FEDERAL
 JF1623'GOVERNMENT AND IS NOW REPORTEDLY OWNED BY J.V. MCINC.  THE
 JF1623'HEADQUARTERS BUILDINGS OF THE FORMER GOVERNMENT INSTALLATION
 JF1623'ARE NOW OCCUPIED BY THE PIONEER CROSS NURSING HOME.
 JF1623'PERMISSION TO REOCCUPY THE STATION WAS GRANTED BY MR. PAUL
 JF1623'ADRAIN, WHO OPERATES THE NURSING HOME.
 JF1623'
 JF1623'A NEW DESCRIPTION FOLLOWS.
 JF1623'
 JF1623'THE STATION IS LOCATED ABOUT 5 MILES WEST OF ASSARIA, 6 MILES
 JF1623'NORTH OF LINDSBORG, ON A PROMINENT ROCKY HILL AND IN THE NORTHEAST
 JF1623'QUARTER OF SECTION 18, T16S, R3W.
 JF1623'
 JF1623'TO REACH THE STATION FROM THE JUNCTION OF FALUN ROAD AND INTERSTATE
 JF1623'HIGHWAY 35 W, ABOUT 1 MILE WEST OF ASSARIA, GO WEST ON FALUN
 JF1623'ROAD FOR 3.5 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 JF1623'NORTHEAST CORNER OF THE INTERSECTION, TURN LEFT AND GO SOUTH
 JF1623'ON A SURFACED ROAD FOR 1.0 MILE TO A GRAVELED DRIVEWAY ON THE
 JF1623'RIGHT, TURN RIGHT AND GO WEST FOR 0.1 MILE TO A GATE, PASS
 JF1623'THROUGH THE GATE AND CONTINUE WESTERLY ON A TRACK ROAD FOR
 JF1623'0.4 MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 JF1623'
 JF1623'THE STATION MARK IS A STANDARD DISK STAMPED NIKE 1960, CEMENTED IN
 JF1623'A DRILL HOLE IN A ROCK OUTCROP WHICH IS FLUSH WITH THE SURROUNDING
 JF1623'GROUND SURFACE.  IT IS 4.2 FEET NORTH OF A METAL WITNESS POST
 JF1623'AND ON THE HIGHEST POINT OF THE HILL.
 JF1623'
 JF1623'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NIKE RM 1 1960,
 JF1623'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP ON THE NORTHEAST EDGE
 JF1623'OF THE HILL.  IT IS 22.6 FEET EAST OF THE WITNESS POST AND AT
 JF1623'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 JF1623'
 JF1623'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NIKE RM 2 1960,
 JF1623'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP ON THE WEST EDGE OF THE
 JF1623'HILL.  IT IS 29.4 FEET WEST OF THE WITNESS POST AND ABOUT 6
 JF1623'INCHES LOWER IN ELEVATION THAN THE STATION MARK.
 JF1623'
 JF1623'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NIKE 1960, CEMENTED
 JF1623'IN A DRILL HOLE IN THE EAST HEADWALL OF A CONCRETE CULVERT.  IT IS
 JF1623'20.6 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 29.2
 JF1623'FEET NORTH OF THE CENTERLINE OF FALUN ROAD AND ABOUT 1 FOOT
 JF1623'ABOVE THE ROADBED.
 JF1623'
 JF1623'NOTE- THIS STATION SHOULD NOT BE DRIVEN TO IN WET WEATHER DUE
 JF1623'TO A PAYMENT OF PROPERTY DAMAGE AT THIS TIME.
 JF1623'
 JF1623'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES WEST
 JF1623'OF ASSARIA.
 JF1623'
 JF1623'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1450 ***********************************************************************
 HF1450  DESIGNATION -  NINNESCAH
 HF1450  PID         -  HF1450
 HF1450  STATE/COUNTY-  KS/KINGMAN
 HF1450  USGS QUAD   -  CHENEY SE (1965)
 HF1450
 HF1450                         *CURRENT SURVEY CONTROL
 HF1450  ___________________________________________________________________
 HF1450* NAD 83(1997)-  37 33 22.27429(N)    097 51 56.62427(W)     ADJUSTED  
 HF1450* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 HF1450  ___________________________________________________________________
 HF1450  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 HF1450  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 HF1450
 HF1450  HORZ ORDER  -  THIRD
 HF1450
 HF1450.The horizontal coordinates were established by classical geodetic methods
 HF1450.and adjusted by the National Geodetic Survey in October 1998..
 HF1450
 HF1450.The orthometric height was scaled from a topographic map.
 HF1450
 HF1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1450
 HF1450.The geoid height was determined by GEOID03.
 HF1450
 HF1450;                    North         East     Units Scale Factor Converg.
 HF1450;SPC KS S     -   498,913.735   456,040.731   MT  0.99995570   +0 23 23.2
 HF1450;UTM  14      - 4,157,179.444   600,184.827   MT  0.99972363   +0 41 29.2
 HF1450
 HF1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1450!SPC KS S     -   0.99993587  x   0.99995570  =   0.99989157
 HF1450!UTM  14      -   0.99993587  x   0.99972363  =   0.99965952
 HF1450
 HF1450|---------------------------------------------------------------------|
 HF1450| PID    Reference Object                     Distance      Geod. Az  |
 HF1450|                                                           dddmmss.s |
 HF1450| CL5859 NINNESCAH RM 1                       21.953 METERS 07905     |
 HF1450| CL5861 NINNESCAH RM 3                       49.432 METERS 08907     |
 HF1450| CL5858 NINNESCAH AZ MK                                    1262700.5 |
 HF1450| HF1453 BELMONT COOP GRAIN ELEVATOR         APPROX.11.3 KM 2515429.7 |
 HF1450| HF1452 MURDOCK GENERAL MILLS ELEVATOR      APPROX. 8.2 KM 3152426.5 |
 HF1450| CL5860 NINNESCAH RM 2                       18.378 METERS 35207     |
 HF1450|---------------------------------------------------------------------|
 HF1450
 HF1450                          SUPERSEDED SURVEY CONTROL
 HF1450
 HF1450  NAD 83(1997)-  37 33 22.28035(N)    097 51 56.62506(W) AD(       ) 3
 HF1450  NAD 83(1986)-  37 33 22.28289(N)    097 51 56.62165(W) AD(       ) 3
 HF1450  NAD 27      -  37 33 22.22688(N)    097 51 55.42902(W) AD(       ) 3
 HF1450
 HF1450.Superseded values are not recommended for survey control.
 HF1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1450.See file dsdata.txt to determine how the superseded data were derived.
 HF1450
 HF1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0018557179(NAD 83)
 HF1450_MARKER: DS = TRIANGULATION STATION DISK
 HF1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1450
 HF1450  HISTORY     - Date     Condition        Report By
 HF1450  HISTORY     - 1957     MONUMENTED       CGS
 HF1450  HISTORY     - 1962     GOOD             CGS
 HF1450
 HF1450                          STATION DESCRIPTION
 HF1450
 HF1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1450'THE STATION IS LOCATED AIRLINE, ABOUT 5 MILES SOUTHWEST OF
 HF1450'CHENEY AND ABOUT 4 MILES SOUTHEAST OF MURDOCK ON LAND THAT
 HF1450'IS OWNED BY MRS. GLENN SHEPHARD.
 HF1450'
 HF1450'THE STATION IS A STANDARD DISK STAMPED NINNESCAH 1957 SET
 HF1450'IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 HF1450'14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 61 FEET
 HF1450'SOUTH OF THE SOUTHEAST CORNER OF THE BARN.
 HF1450'
 HF1450'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NINNESCAH
 HF1450'NO 1 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HF1450'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HF1450'THE SAME ELEVATION AS THE STATION.  IT IS 21 FEET SOUTH
 HF1450'OF THE SOUTHWEST CORNER OF THE CHICKEN HOUSE.
 HF1450'
 HF1450'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NINNESCAH
 HF1450'NO 2 1957 SET IN A DRILL HOLE IN A CONCRETE APRON WHICH
 HF1450'FORMES THE ENTRANCE INTO THE BARN.  IT PROJECTS ABOUT 5
 HF1450'INCHES ABOVE THE GROUND AND IS ABOUT 18 INCHES HIGHER THAN
 HF1450'THE STATION.  IT IS 16 INCHES SOUTH-SOUTHEAST OF THE WEST
 HF1450'SIDE OF THE DOORWAY TO THE BARN.
 HF1450'
 HF1450'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NINNESCAH 1957
 HF1450'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1450'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 31 FEET EAST OF
 HF1450'THE CENTER LINE OF THE ROAD AND 2 FEET NORTH OF A TELEPHONE
 HF1450'POLE.
 HF1450'
 HF1450'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 HF1450'ENTRANCE FOR 0.15 MILE, TURN RIGHT, SOUTH AND FOLLOW THE
 HF1450'FARM ROAD FOR 0.1 MILE TO A TELEPHONE POLE ON THE LEFT,
 HF1450'EAST SIDE AND THE AZIMUTH MARK.
 HF1450'
 HF1450'TO REACH THE STATION FROM THE SANTA FE RAILROAD DEPOT IN
 HF1450'MURDOCK, GO SOUTH, WEST AND SOUTH ON THE SURFACED ROAD FOR
 HF1450'3.6 MILES, TURN LEFT AT THE CROSS-ROAD AND GO EAST ON THE
 HF1450'SURFACED ROAD FOR 4.0 MILES, TURN RIGHT AT THE CROSS-ROAD
 HF1450'AND GO SOUTH ON THE FARM ROAD FOR 0.3 MILE, TURN RIGHT AND
 HF1450'GO WEST ON THE ENTRANCE ROAD FOR 0.15 MILE TO THE RANCH
 HF1450'HOME OWNED BY MRS. GLENN SHEPHARD AND THE STATION.
 HF1450
 HF1450                          STATION RECOVERY (1962)
 HF1450
 HF1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1450'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 HF1450'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 HF1450'CONDITION.  THE DISTANCES AND DIRECTIONS TO ALL MARKS WERE
 HF1450'VERIFIED.  REFERENCE MARK NO. 1 WAS DESTROYED BY THIS PARTY
 HF1450'BY REQUEST OF THE PROPERTY OWNER.
 HF1450'
 HF1450'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 HF1450'
 HF1450'THE STATION IS ABOUT 7 MILES SOUTHWEST OF CHENEY, 5-1/2
 HF1450'MILES SOUTHEAST OF MURDOCK, AT THE EAST EDGE OF A CULTIVATED
 HF1450'FIELD, AND ON LAND OWNED BY MR. L. BOILEAU.
 HF1450'
 HF1450'TO REACH THE STATION FROM THE RAILROAD DEPOT IN MURDOCK,
 HF1450'GO SOUTHERLY ON A BLACKTOP ROAD FOR 3.6 MILES TO A CROSSROAD.
 HF1450'TURN LEFT, EAST, ON A BLACKTOP ROAD FOR 4.0 MILES TO A CROSSROAD.
 HF1450'TURN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 0.3 MILE TO A
 HF1450'DRIVEWAY ON THE RIGHT.* TURN RIGHT, WEST, ON THE GRAVELED
 HF1450'DRIVEWAY FOR 0.15 MILE TO THE FARMHOME OF MR. BOILEAU.  BEAR
 HF1450'LEFT, SOUTHWEST, FOR ABOUT 200 FEET TO A WOODEN GATE AT
 HF1450'THE SOUTHWEST CORNER OF A GARAGE.  PASS THROUGH THE GATE
 HF1450'AND GO WEST THROUGH A BARNLOT FOR 162 FEET TO A SMALL WOODEN
 HF1450'GATE AND THE STATION AS DESCRIBED.
 HF1450'
 HF1450'STATION MARK, A STANDARD DISK STAMPED NINNESCAH 1957, IS
 HF1450'SET IN A SQUARE CONCRETE POST WHICH IS 10 INCHES BELOW THE
 HF1450'SURFACE OF THE GROUND.  IT IS 67 FEET SOUTHWEST OF THE SOUTHEAST
 HF1450'CORNER OF A BARN, 34.5 FEET SOUTHEAST OF A CORNER FENCE
 HF1450'POST, 27.5 FEET NORTH OF THE NORTH GATE POST FOR A WIRE
 HF1450'GATE, 8.5 FEET SOUTHWEST OF THE CENTER OF THE SMALL WOODEN
 HF1450'GATE AND 3 FEET WEST OF A FENCE.  THE UNDERGROUND DISK WAS
 HF1450'NOT INSPECTED BY THIS PARTY.
 HF1450'
 HF1450'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NINNESCAH
 HF1450'NO 2 1957, IS CEMENTED IN A DRILLHOLE IN THE NORTHWEST CORNER
 HF1450'OF A CEMENT RAMP LEADING TO THE BARN.
 HF1450'
 HF1450'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED NINNESCAH
 HF1450'NO 3 1957, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HF1450'WITH THE SURFACE OF THE GROUND.  IT IS 9.5 FEET NORTH OF
 HF1450'THE CENTER OF A WOODEN GATE, 5 FEET SOUTH OF THE SOUTHWEST
 HF1450'CORNER OF THE GARAGE AND 1 FOOT EAST OF A WOODEN FENCE.
 HF1450'
 HF1450'AZIMUTH MARK, A STANDARD DISK STAMPED NINNESCAH 1957, IS
 HF1450'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 HF1450'IS 79 FEET SOUTHEAST OF THE CENTER OF A WIRE GATE, 31 FEET
 HF1450'EAST OF THE CENTER OF A GRAVELED ROAD, 9 FEET SOUTH OF THE
 HF1450'CENTER OF A FIELD ENTRANCE, 2 FEET NORTHEAST OF A METAL
 HF1450'WITNESS POST AND 2 FEET NORTH OF A POWER POLE.
 HF1450'
 HF1450'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON
 HF1450'A GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 HF1450'LEFT.
 HF1450'
 HF1450'NOTE- REFERENCE MARK NO. 2 WAS MEASURED WITH A 30 METER
 HF1450'TAPE PULLING 5 KG. TAPE TENSION.
 HF1450'
 HF1450'REFERENCE MARK NO. 3 WAS MEASURED WITH A 300 FOOT TAPE PULLING
 HF1450'7 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1118 ***********************************************************************
 HF1118  DESIGNATION -  NIOTAZE
 HF1118  PID         -  HF1118
 HF1118  STATE/COUNTY-  KS/CHAUTAUQUA
 HF1118  USGS QUAD   -  HALE (1979)
 HF1118
 HF1118                         *CURRENT SURVEY CONTROL
 HF1118  ___________________________________________________________________
 HF1118* NAD 83(1997)-  37 07 45.33119(N)    096 00 09.02878(W)     ADJUSTED  
 HF1118* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 HF1118  ___________________________________________________________________
 HF1118  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HF1118  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 HF1118
 HF1118  HORZ ORDER  -  FIRST
 HF1118
 HF1118.The horizontal coordinates were established by classical geodetic methods
 HF1118.and adjusted by the National Geodetic Survey in October 1998..
 HF1118
 HF1118.The orthometric height was scaled from a topographic map.
 HF1118
 HF1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1118
 HF1118.The geoid height was determined by GEOID03.
 HF1118
 HF1118;                    North         East     Units Scale Factor Converg.
 HF1118;SPC KS S     -   454,313.704   621,909.151   MT  1.00002985   +1 32 05.2
 HF1118;UTM  14      - 4,113,418.307   766,286.156   MT  1.00047359   +1 48 37.4
 HF1118;UTM  15      - 4,113,432.406   233,268.131   MT  1.00047652   -1 48 48.3
 HF1118
 HF1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1118!SPC KS S     -   0.99995600  x   1.00002985  =   0.99998585
 HF1118!UTM  14      -   0.99995600  x   1.00047359  =   1.00042957
 HF1118!UTM  15      -   0.99995600  x   1.00047652  =   1.00043250
 HF1118
 HF1118:                Primary Azimuth Mark                     Grid Az
 HF1118:SPC KS S     -  CANEY SINCLAIR PLINE MICROWAVE           142 20 00.2
 HF1118:UTM  14      -  CANEY SINCLAIR PLINE MICROWAVE           142 03 28.0
 HF1118:UTM  15      -  CANEY SINCLAIR PLINE MICROWAVE           145 40 53.7
 HF1118
 HF1118|---------------------------------------------------------------------|
 HF1118| PID    Reference Object                     Distance      Geod. Az  |
 HF1118|                                                           dddmmss.s |
 HF1118| HE0849 CANEY SINCLAIR PLINE MICROWAVE      APPROX.16.1 KM 1435205.4 |
 HF1118| CL5862 NIOTAZE RM 1                          5.370 METERS 15643     |
 HF1118| HE0850 CANEY MUNICIPAL STANDPIPE           APPROX.11.9 KM 1590045.6 |
 HF1118| CL5863 NIOTAZE RM 2                         10.845 METERS 24837     |
 HF1118|---------------------------------------------------------------------|
 HF1118
 HF1118                          SUPERSEDED SURVEY CONTROL
 HF1118
 HF1118  NAD 83(1997)-  37 07 45.33273(N)    096 00 09.02824(W) AD(       ) 1
 HF1118  NAD 83(1986)-  37 07 45.34753(N)    096 00 09.00771(W) AD(       ) 1
 HF1118  NAD 27      -  37 07 45.10110(N)    096 00 08.03655(W) AD(       ) 1
 HF1118
 HF1118.Superseded values are not recommended for survey control.
 HF1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1118.See file dsdata.txt to determine how the superseded data were derived.
 HF1118
 HF1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG6628613418(NAD 83)
 HF1118_MARKER: DS = TRIANGULATION STATION DISK
 HF1118_SETTING: 80 = SET IN A BOULDER
 HF1118_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HF1118
 HF1118  HISTORY     - Date     Condition        Report By
 HF1118  HISTORY     - 1962     MONUMENTED       CGS
 HF1118
 HF1118                          STATION DESCRIPTION
 HF1118
 HF1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HF1118'STATION IS ON THE SOUTH SLOPE OF A NORTH-SOUTH RIDGE, ABOUT
 HF1118'8 MILES NORTH-NORTHWEST OF CANEY, 3-1/2 MILES NORTH OF NIOTAZE
 HF1118'AND ON LAND OWNED BY E.F. CARRA.
 HF1118'
 HF1118'TO REACH FROM THE POST OFFICE IN NIOTAZE, GO EAST ON U.S.
 HF1118'HIGHWAY 166 FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT,
 HF1118'NORTH, ON GRADED ROAD FOR 1.0 MILE TO A CROSS ROAD.  CONTINUE
 HF1118'AHEAD, NORTH, ON GRADED ROAD FOR 1.7 MILES TO A SIDE ROAD
 HF1118'LEFT.  CONTINUE AHEAD, NORTH, ON GRADED ROAD FOR 1.95 MILES
 HF1118'TO A WIRE GATE ON THE RIGHT, AT THE TOP OF A LOW RISE.  TURN
 HF1118'RIGHT, EAST, PASS THROUGH THE GATE, ON TRACK ROAD FOR 0.55
 HF1118'MILE TO A GATE IN A T-FENCE INTERSECTION.  PASS THROUGH
 HF1118'THE GATE, TURN LEFT AND PASS THROUGH ANOTHER GATE AND FOLLOW
 HF1118'TRACK ROAD UP HILL FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 HF1118'
 HF1118'STATION MARK IS A STANDARD DISK, STAMPED NIOTAZE 1962, CEMENTED
 HF1118'IN A DRILL HOLE IN A 2-1/2 X 3 FOOT BOULDER PROJECTING 10
 HF1118'INCHES.  IT IS 73 FEET EAST OF THE CENTERLINE OF THE TRACK
 HF1118'ROAD AND 5.4 FEET EAST OF A WITNESS POST.
 HF1118'
 HF1118'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NIOTAZE NO 1
 HF1118'1962, CEMENTED IN A DRILL HOLE IN A 3 X 3-1/2 FOOT BOULDER
 HF1118'PROJECTING 4 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION
 HF1118'AND 85 FEET EAST OF THE CENTERLINE OF THE TRACK ROAD.
 HF1118'
 HF1118'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NIOTAZE NO 2
 HF1118'1962, CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER PROJECTING
 HF1118'8 INCHES.  IT IS 47 FEET EAST OF THE CENTERLINE OF THE TRACK
 HF1118'ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 HF1118'
 HF1118'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0716 ***********************************************************************
 JH0716  DESIGNATION -  NOPLACE
 JH0716  PID         -  JH0716
 JH0716  STATE/COUNTY-  KS/GRAY
 JH0716  USGS QUAD   -  NORTH OF PIERCEVILLE (1974)
 JH0716
 JH0716                         *CURRENT SURVEY CONTROL
 JH0716  ___________________________________________________________________
 JH0716* NAD 83(1997)-  38 00 08.00870(N)    100 38 46.32494(W)     ADJUSTED  
 JH0716* NAVD 88     -       872.     (meters)    2861.     (feet)  SCALED    
 JH0716  ___________________________________________________________________
 JH0716  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 JH0716  GEOID HEIGHT-         -25.55  (meters)                     GEOID03
 JH0716
 JH0716  HORZ ORDER  -  SECOND
 JH0716
 JH0716.The horizontal coordinates were established by classical geodetic methods
 JH0716.and adjusted by the National Geodetic Survey in October 1998..
 JH0716
 JH0716.The orthometric height was scaled from a topographic map.
 JH0716
 JH0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0716
 JH0716.The geoid height was determined by GEOID03.
 JH0716
 JH0716;                    North         East     Units Scale Factor Converg.
 JH0716;SPC KS S     -   550,396.251   211,528.067   MT  0.99993700   -1 19 08.0
 JH0716;UTM  14      - 4,207,340.426   355,467.425   MT  0.99985729   -1 00 49.4
 JH0716
 JH0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0716!SPC KS S     -   0.99986714  x   0.99993700  =   0.99980415
 JH0716!UTM  14      -   0.99986714  x   0.99985729  =   0.99972445
 JH0716
 JH0716|---------------------------------------------------------------------|
 JH0716| PID    Reference Object                     Distance      Geod. Az  |
 JH0716|                                                           dddmmss.s |
 JH0716| CK9526 NOPLACE RM 1                         20.850 METERS 00353     |
 JH0716| CK9527 NOPLACE RM 2                         25.990 METERS 27036     |
 JH0716| CK9525 NOPLACE AZ MK                                      2750641.2 |
 JH0716|---------------------------------------------------------------------|
 JH0716
 JH0716                          SUPERSEDED SURVEY CONTROL
 JH0716
 JH0716  NAD 83(1997)-  38 00 08.01393(N)    100 38 46.32312(W) AD(       ) 2
 JH0716  NAD 83(1986)-  38 00 08.01269(N)    100 38 46.32377(W) AD(       ) 2
 JH0716  NAD 27      -  38 00 07.93828(N)    100 38 44.77454(W) AD(       ) 2
 JH0716
 JH0716.Superseded values are not recommended for survey control.
 JH0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0716.See file dsdata.txt to determine how the superseded data were derived.
 JH0716
 JH0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH5546707340(NAD 83)
 JH0716_MARKER: DS = TRIANGULATION STATION DISK
 JH0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0716
 JH0716  HISTORY     - Date     Condition        Report By
 JH0716  HISTORY     - 1963     MONUMENTED       CGS
 JH0716
 JH0716                          STATION DESCRIPTION
 JH0716
 JH0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0716'THE STATION IS 12-1/2 MILES EAST AND 2-1/2 MILES NORTH OF GARDEN
 JH0716'CITY, 8-1/4 MILES NORTH OF PIERCEVILLE, IN THE NORTHWEST CORNER OF
 JH0716'SECTION 5, T 24 S, R 30 W, AND ON THE SOUTH RIGHT-OF-WAY OF A
 JH0716'GRAVEL ROAD.
 JH0716'
 JH0716'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PIERCEVILLE, GO
 JH0716'NORTH ON A BLACKTOP STREET FOR 0.05 MILE TO U.S. HIGHWAY 50.  TURN
 JH0716'RIGHT AND GO EAST ON HIGHWAY 50 FOR 0.5 MILE TO A SIDE ROAD ON THE
 JH0716'LEFT.  TURN LEFT AND GO NORTH ON A GRAVEL ROAD FOR 5.45 MILES TO
 JH0716'A CROSSROAD.  CONTINUE NORTH ON THE GRAVEL ROAD FOR 3.0 MILES TO
 JH0716'A SIDE ROAD ON THE RIGHT, A TRACK ROAD ON THE LEFT, AND AN
 JH0716'ABANDONED HOUSE IN THE NORTHEAST ANGLE OF THE INTERSECTION.  TURN
 JH0716'RIGHT AND GO EAST ON A GRAVEL ROAD FOR 0.95 MILE TO A DIM CROSSROAD
 JH0716'AND THE STATION IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 JH0716'
 JH0716'STATION MARKS ARE STANDARD DISKS STAMPED NOPLACE 1963.  THE SURFACE
 JH0716'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 JH0716'IS 33 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 30.5 FEET EAST
 JH0716'OF THE CENTER OF A TRACK ROAD, AND 2 FEET NORTH OF A METAL WITNESS
 JH0716'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JH0716'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 JH0716'
 JH0716'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NOPLACE NO 1 1963,
 JH0716'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 JH0716'36 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 30.5 FEET EAST OF
 JH0716'THE CENTER OF A TRACK ROAD, AND 2 FEET WEST OF A METAL WITNESS POST.
 JH0716'
 JH0716'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NOPLACE NO 2 1963, IS
 JH0716'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 56
 JH0716'FEET WEST OF THE CENTER OF THE TRACK ROAD, 33 FEET SOUTH OF THE
 JH0716'CENTER OF THE GRAVEL ROAD, 2.5 FEET EAST OF A METAL WITNESS POST.
 JH0716'
 JH0716'AZIMUTH MARK, A STANDARD DISK STAMPED NOPLACE 1963, IS SET IN A
 JH0716'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 30.5 EAST OF
 JH0716'THE CENTER OF THE GRAVEL ROAD, 25 FEET NORTH OF THE CENTER OF A
 JH0716'WINDMILL, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 JH0716'
 JH0716'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVEL
 JH0716'ROAD FOR 0.95 MILE TO A NORTH-SOUTH GRAVEL ROAD.  TURN RIGHT AND GO
 JH0716'NORTH FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT, NORTH OF A
 JH0716'WINDMILL.
 JH0716'
 JH0716'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0716'
 JH0716'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0725 ***********************************************************************
 KH0725  DESIGNATION -  NORCATUR
 KH0725  PID         -  KH0725
 KH0725  STATE/COUNTY-  KS/DECATUR
 KH0725  USGS QUAD   -  NORCATUR (1978)
 KH0725
 KH0725                         *CURRENT SURVEY CONTROL
 KH0725  ___________________________________________________________________
 KH0725* NAD 83(1997)-  39 50 38.69003(N)    100 10 44.03177(W)     ADJUSTED  
 KH0725* NAVD 88     -       791.     (meters)    2595.     (feet)  SCALED    
 KH0725  ___________________________________________________________________
 KH0725  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 KH0725  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 KH0725
 KH0725  HORZ ORDER  -  THIRD
 KH0725
 KH0725.The horizontal coordinates were established by classical geodetic methods
 KH0725.and adjusted by the National Geodetic Survey in October 1998..
 KH0725
 KH0725.The orthometric height was scaled from a topographic map.
 KH0725
 KH0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0725
 KH0725.The geoid height was determined by GEOID03.
 KH0725
 KH0725;                    North         East     Units Scale Factor Converg.
 KH0725;SPC KS N     -   169,960.657   213,529.069   MT  1.00001042   -1 22 43.0
 KH0725;UTM  14      - 4,411,116.782   399,139.851   MT  0.99972524   -0 45 19.4
 KH0725
 KH0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0725!SPC KS N     -   0.99987973  x   1.00001042  =   0.99989015
 KH0725!UTM  14      -   0.99987973  x   0.99972524  =   0.99960500
 KH0725
 KH0725|---------------------------------------------------------------------|
 KH0725| PID    Reference Object                     Distance      Geod. Az  |
 KH0725|                                                           dddmmss.s |
 KH0725| CO1935 NORCATUR RM 1                        11.695 METERS 06430     |
 KH0725| KH0722 NORCATUR MUNICIPAL TANK             APPROX. 1.1 KM 2413137.2 |
 KH0725| CO1936 NORCATUR RM 2                        27.365 METERS 33628     |
 KH0725| CO1934 NORCATUR AZ MK                                     3574443.7 |
 KH0725|---------------------------------------------------------------------|
 KH0725
 KH0725                          SUPERSEDED SURVEY CONTROL
 KH0725
 KH0725  NAD 83(1997)-  39 50 38.69127(N)    100 10 44.03113(W) AD(       ) 3
 KH0725  NAD 83(1986)-  39 50 38.69492(N)    100 10 44.03498(W) AD(       ) 3
 KH0725  NAD 27      -  39 50 38.67900(N)    100 10 42.54100(W) AD(       ) 3
 KH0725
 KH0725.Superseded values are not recommended for survey control.
 KH0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0725.See file dsdata.txt to determine how the superseded data were derived.
 KH0725
 KH0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK9914011117(NAD 83)
 KH0725_MARKER: DS = TRIANGULATION STATION DISK
 KH0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0725
 KH0725  HISTORY     - Date     Condition        Report By
 KH0725  HISTORY     - 1950     MONUMENTED       CGS
 KH0725
 KH0725                          STATION DESCRIPTION
 KH0725
 KH0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0725'THE STATION IS LOCATED ABOUT 0.7 MILE NORTHEAST OF NORCATUR.
 KH0725'IT IS ON THE C.B. AND Q. RAILROAD RIGHT-OF-WAY JUST NORTH OF
 KH0725'CEMETERY, 120.0 FEET EAST OF THE CENTER OF A DIRT ROAD, 40.0
 KH0725'FEET SOUTH OF THE SOUTH RAIL OF TRACK, 5.0 FEET NORTH OF A
 KH0725'FENCE LINE AND 5.0 FEET NORTH OF A WITNESS POST.  IT IS STAMPED
 KH0725'NORCATUR 1950 AND PROJECTS 2 INCHES.
 KH0725'
 KH0725'REFERENCE MARK NO. 1 IS ON THE RAILROAD RIGHT-OF-WAY, 45.0 FEET
 KH0725'SOUTH OF THE SOUTH RAIL OF TRACK AND 1.0 FOOT NORTH OF A FENCE
 KH0725'LINE.  IT IS STAMPED NORCATUR NO 1 1950 AND PROJECTS 4 INCHES.
 KH0725'
 KH0725'REFERENCE MARK NO. 2 IS ON THE RAILROAD RIGHT-OF-WAY, 54.0 FEET
 KH0725'EAST OF A FENCE CORNER, 45.0 FEET NORTH OF THE NORTH RAIL OF
 KH0725'TRACK AND 1.0 FOOT SOUTH OF A FENCE LINE.  IT IS STAMPED NORCATUR
 KH0725'NO 2 1950 AND PROJECTS 3 INCHES.
 KH0725'
 KH0725'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 96.44 FEET.
 KH0725'
 KH0725'THE AZIMUTH MARK IS 40.0 FEET EAST OF THE CENTER OF DIRT ROAD,
 KH0725'10.0 FEET EAST OF A FENCE CORNER, 1.0 FOOT WEST OF A WITNESS
 KH0725'POST AND 6 INCHES NORTH OF A FENCE LINE.  IT IS STAMPED NORCATUR
 KH0725'1950 AND PROJECTS 3 INCHES.
 KH0725'
 KH0725'TO REACH THE STATION FROM THE POST OFFICE IN NORCATUR, GO
 KH0725'NORTH AND EAST ON BLACKTOP ROAD FOR 0.75 MILE TO CROSSROAD,
 KH0725'TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.1 MILE TO THE STATION
 KH0725'ON THE RIGHT AS DESCRIBED.  (CONTINUE NORTH ON DIRT ROAD FOR
 KH0725'0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0722 ***********************************************************************
 KH0722  DESIGNATION -  NORCATUR MUNICIPAL TANK
 KH0722  PID         -  KH0722
 KH0722  STATE/COUNTY-  KS/DECATUR
 KH0722  USGS QUAD   -  NORCATUR (1978)
 KH0722
 KH0722                         *CURRENT SURVEY CONTROL
 KH0722  ___________________________________________________________________
 KH0722* NAD 83(1997)-  39 50 21.40269(N)    100 11 25.37506(W)     ADJUSTED  
 KH0722* NAVD 88     -                                                        
 KH0722  ___________________________________________________________________
 KH0722  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 KH0722  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 KH0722
 KH0722  HORZ ORDER  -  THIRD
 KH0722
 KH0722.The horizontal coordinates were established by classical geodetic methods
 KH0722.and adjusted by the National Geodetic Survey in October 1998..
 KH0722
 KH0722
 KH0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0722
 KH0722.The geoid height was determined by GEOID03.
 KH0722
 KH0722;                    North         East     Units Scale Factor Converg.
 KH0722;SPC KS N     -   169,451.341   212,533.538   MT  1.00000955   -1 23 09.2
 KH0722;UTM  14      - 4,410,596.815   398,150.199   MT  0.99972771   -0 45 45.6
 KH0722
 KH0722                          SUPERSEDED SURVEY CONTROL
 KH0722
 KH0722  NAD 83(1997)-  39 50 21.40387(N)    100 11 25.37443(W) AD(       ) 4
 KH0722  NAD 83(1986)-  39 50 21.40735(N)    100 11 25.37831(W) AD(       ) 4
 KH0722  NAD 27      -  39 50 21.39200(N)    100 11 23.87800(W) AD(       ) 3
 KH0722
 KH0722.Superseded values are not recommended for survey control.
 KH0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0722.See file dsdata.txt to determine how the superseded data were derived.
 KH0722
 KH0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK9815010597(NAD 83)
 KH0722_MARKER: 53 = ELEVATED TANK
 KH0722
 KH0722  HISTORY     - Date     Condition        Report By
 KH0722  HISTORY     - 1934     FIRST OBSERVED   CGS
 KH0722  HISTORY     - 1950     GOOD             CGS
 KH0722  HISTORY     - 1968     GOOD             CGS
 KH0722
 KH0722                          STATION DESCRIPTION
 KH0722
 KH0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0722'POINT OBSERVED IS THE FINIAL OF MUNICIPAL WATER TANK LOCATED
 KH0722'IN THE NORTH PART OF TOWN OF NORCATUR JUST NORTH OF U.S. HIGHWAY
 KH0722'36.  TANK IS ABOUT 100 FEET HIGH.
 KH0722'
 KH0722'STATION WAS OBSERVED FROM TRIANGULATION STATIONS LOGAN, SINK,
 KH0722'REED, ROCKTON, HALL, WELL, MARVIN, RITTER, BARNARD, MAN, AND COPE.
 KH0722
 KH0722                          STATION RECOVERY (1950)
 KH0722
 KH0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0722'THE STATION IS LOCATED AT THE EXTREME NORTHWEST EDGE OF THE TOWN
 KH0722'OF NORCATUR AND IS ABOUT 200 FEET NORTH OF THE RAIL ROAD TRACKS.
 KH0722'
 KH0722'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 KH0722'AND HAS AN OVER ALL HEIGHT OF 145 FEET.
 KH0722'
 KH0722'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 KH0722
 KH0722                          STATION RECOVERY (1968)
 KH0722
 KH0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 KH0722'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0724 ***********************************************************************
 KH0724  DESIGNATION -  NORCATUR SCHOOL STACK
 KH0724  PID         -  KH0724
 KH0724  STATE/COUNTY-  KS/DECATUR
 KH0724  USGS QUAD   -  NORCATUR (1978)
 KH0724
 KH0724                         *CURRENT SURVEY CONTROL
 KH0724  ___________________________________________________________________
 KH0724* NAD 83(1997)-  39 50 01.17369(N)    100 11 17.20640(W)     ADJUSTED  
 KH0724* NAVD 88     -                                                        
 KH0724  ___________________________________________________________________
 KH0724  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 KH0724  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 KH0724
 KH0724  HORZ ORDER  -  THIRD
 KH0724
 KH0724.The horizontal coordinates were established by classical geodetic methods
 KH0724.and adjusted by the National Geodetic Survey in October 1998..
 KH0724
 KH0724
 KH0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0724
 KH0724.The geoid height was determined by GEOID03.
 KH0724
 KH0724;                    North         East     Units Scale Factor Converg.
 KH0724;SPC KS N     -   168,822.918   212,712.627   MT  1.00000855   -1 23 04.0
 KH0724;UTM  14      - 4,409,970.553   398,336.062   MT  0.99972724   -0 45 40.0
 KH0724
 KH0724                          SUPERSEDED SURVEY CONTROL
 KH0724
 KH0724  NAD 83(1997)-  39 50 01.17486(N)    100 11 17.20561(W) AD(       ) 4
 KH0724  NAD 83(1986)-  39 50 01.17816(N)    100 11 17.20941(W) AD(       ) 4
 KH0724  NAD 27      -  39 50 01.16000(N)    100 11 15.72000(W) AD(       ) 3
 KH0724
 KH0724.Superseded values are not recommended for survey control.
 KH0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0724.See file dsdata.txt to determine how the superseded data were derived.
 KH0724
 KH0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK9833609971(NAD 83)
 KH0724_MARKER: 63 = STACK
 KH0724
 KH0724  HISTORY     - Date     Condition        Report By
 KH0724  HISTORY     - 1934     FIRST OBSERVED   CGS
 KH0724
 KH0724                          STATION DESCRIPTION
 KH0724
 KH0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0724'POINT OBSERVED IS THE CENTER OF BRICK STACK ON TOP OF BRICK
 KH0724'SCHOOL BUILDING.  IT IS IN THE SOUTHEAST PART OF TOWN OF NORCATUR.
 KH0724'TOP OF STACK IS ABOUT 50 FEET HIGH.
 KH0724'
 KH0724'STATION WAS OBSERVED FROM TRIANGULATION STATIONS WELL AND RITTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0723 ***********************************************************************
 KH0723  DESIGNATION -  NORCATUR ST MARKS EVAN LUTH CH
 KH0723  PID         -  KH0723
 KH0723  STATE/COUNTY-  KS/DECATUR
 KH0723  USGS QUAD   -  NORCATUR (1978)
 KH0723
 KH0723                         *CURRENT SURVEY CONTROL
 KH0723  ___________________________________________________________________
 KH0723* NAD 83(1997)-  39 50 13.74358(N)    100 11 20.02671(W)     ADJUSTED  
 KH0723* NAVD 88     -                                                        
 KH0723  ___________________________________________________________________
 KH0723  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 KH0723  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 KH0723
 KH0723  HORZ ORDER  -  THIRD
 KH0723
 KH0723.The horizontal coordinates were established by classical geodetic methods
 KH0723.and adjusted by the National Geodetic Survey in October 1998..
 KH0723
 KH0723
 KH0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0723
 KH0723.The geoid height was determined by GEOID03.
 KH0723
 KH0723;                    North         East     Units Scale Factor Converg.
 KH0723;SPC KS N     -   169,212.110   212,654.955   MT  1.00000917   -1 23 05.8
 KH0723;UTM  14      - 4,410,358.986   398,274.177   MT  0.99972740   -0 45 42.1
 KH0723
 KH0723                          SUPERSEDED SURVEY CONTROL
 KH0723
 KH0723  NAD 83(1997)-  39 50 13.74477(N)    100 11 20.02588(W) AD(       ) 4
 KH0723  NAD 83(1986)-  39 50 13.74797(N)    100 11 20.02970(W) AD(       ) 4
 KH0723  NAD 27      -  39 50 13.73200(N)    100 11 18.53700(W) AD(       ) 3
 KH0723
 KH0723.Superseded values are not recommended for survey control.
 KH0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0723.See file dsdata.txt to determine how the superseded data were derived.
 KH0723
 KH0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK9827410359(NAD 83)
 KH0723_MARKER: 90 = CHURCH SPIRE
 KH0723
 KH0723  HISTORY     - Date     Condition        Report By
 KH0723  HISTORY     - 1934     FIRST OBSERVED   CGS
 KH0723
 KH0723                          STATION DESCRIPTION
 KH0723
 KH0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0723'POINT OBSERVED IS THE TIP OF SPIRE OF ST. MARKS EVANGELICAL
 KH0723'LUTHERAN CHURCH, A FRAME STRUCTURE LOCATED IN THE CENTER OF TOWN
 KH0723'OF NORCATUR, 1 BLOCK EAST OF U.S. HIGHWAY 36.  TIP OF SPIRE
 KH0723'IS ABOUT 50 FEET HIGH.
 KH0723'
 KH0723'STATION WAS OBSERVED FROM TRIANGULATION STATIONS ROCKTON,
 KH0723'HALL, WELL, MARVIN, RITTER, BARNARD, AND MAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0783 ***********************************************************************
 HH0783  DESIGNATION -  NORMAN
 HH0783  PID         -  HH0783
 HH0783  STATE/COUNTY-  KS/MORTON
 HH0783  USGS QUAD   -  SHORE AIRPORT SW (1973)
 HH0783
 HH0783                         *CURRENT SURVEY CONTROL
 HH0783  ___________________________________________________________________
 HH0783* NAD 83(1997)-  37 15 27.76001(N)    101 38 46.69198(W)     ADJUSTED  
 HH0783* NAVD 88     -      1013.0    (meters)    3323.     (feet)  VERTCON   
 HH0783  ___________________________________________________________________
 HH0783  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 HH0783  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 HH0783
 HH0783  HORZ ORDER  -  SECOND
 HH0783
 HH0783.The horizontal coordinates were established by classical geodetic methods
 HH0783.and adjusted by the National Geodetic Survey in October 1998..
 HH0783
 HH0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0783
 HH0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0783
 HH0783.The geoid height was determined by GEOID03.
 HH0783
 HH0783;                    North         East     Units Scale Factor Converg.
 HH0783;SPC KS S     -   470,306.379   120,942.765   MT  1.00000177   -1 56 00.6
 HH0783;UTM  14      - 4,126,744.103   265,316.891   MT  1.00027850   -1 36 10.1
 HH0783
 HH0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0783!SPC KS S     -   0.99984503  x   1.00000177  =   0.99984680
 HH0783!UTM  14      -   0.99984503  x   1.00027850  =   1.00012349
 HH0783
 HH0783|---------------------------------------------------------------------|
 HH0783| PID    Reference Object                     Distance      Geod. Az  |
 HH0783|                                                           dddmmss.s |
 HH0783| CM9619 NORMAN RM 1                          18.561 METERS 06453     |
 HH0783| HH0788 ROLLA MUN TANK                      APPROX.15.4 KM 1751739.0 |
 HH0783| CM9620 NORMAN RM 2                          29.132 METERS 19849     |
 HH0783|---------------------------------------------------------------------|
 HH0783
 HH0783                          SUPERSEDED SURVEY CONTROL
 HH0783
 HH0783  NAD 83(1997)-  37 15 27.76117(N)    101 38 46.69148(W) AD(       ) 2
 HH0783  NAD 83(1986)-  37 15 27.76768(N)    101 38 46.68202(W) AD(       ) 2
 HH0783  NAD 27      -  37 15 27.68232(N)    101 38 45.09641(W) AD(       ) 2
 HH0783  NGVD 29 (07/19/86) 1012.6    (m)         3322.     (f) VERT ANG       
 HH0783
 HH0783.Superseded values are not recommended for survey control.
 HH0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0783.See file dsdata.txt to determine how the superseded data were derived.
 HH0783
 HH0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG6531726744(NAD 83)
 HH0783_MARKER: DD = SURVEY DISK
 HH0783_SETTING: 0 = UNSPECIFIED SETTING
 HH0783
 HH0783  HISTORY     - Date     Condition        Report By
 HH0783  HISTORY     - 1972     MONUMENTED       USGS
 HH0783
 HH0783                          STATION DESCRIPTION
 HH0783
 HH0783'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0783'STATION IS ABOUT 9.3 MI. N. AND 1.0 MI. W. OF INTERSECTION OF U. S.
 HH0783'HIGHWAY 56 AND STATE HIGHWAY 51 AT NE. CORNER OF ROLLA, NEAR COR.
 HH0783'SECS. 14, 15, 22 AND 23, T. 32 S., R. 40 W.
 HH0783'
 HH0783'TO REACH FROM INTERSECTION OF U. S. HIGHWAY 56 AND STATE HIGHWAY 51
 HH0783'AT NE. CORNER OF ROLLA, GO NNW. ON STATE HIGHWAY 51, 10.0 MI. TO
 HH0783'CROSSROAD WHERE STATE HIGHWAY 51 TURNS W. AND STATION IS ON THE
 HH0783'RIGHT.
 HH0783'
 HH0783'STATION MARK STAMPED ET NORMAN 1972 IS 60 FT. S. AND 64 FT. E. OF
 HH0783'CROSSROAD (STATE HIGHWAY 51 S. AND W.) 1 FT. W. OF USGS WITNESS
 HH0783'POST.
 HH0783'
 HH0783'REFERENCE MARK NO. 1 STAMPED NORMAN NO 1 1972 IS ENE. OF STATION,
 HH0783'35 FT. S. AND 114 FT. E. OF CROSSROAD.
 HH0783'
 HH0783'REFERENCE MARK NO. 2 STAMPED NORMAN NO 2 1972 IS SSW OF STATION, 150
 HH0783'FT. S. AND 33 FT. E. OF CROSSROAD, 1 FT. NE. OF STOP SIGN.
 HH0783'
 HH0783'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS
 HH0783'CENTERED IN 6-IN DIAMETER SECTIONS OF WHITE PLASTIC PIPE 12 IN. LONG
 HH0783'AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS SET FLUSH
 HH0783'WITH THE GROUND.
 HH0783'
 HH0783'HEIGHT OF INSTRUMENT 4.92 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1339 ***********************************************************************
 HF1339  DESIGNATION -  NORRIS
 HF1339  PID         -  HF1339
 HF1339  STATE/COUNTY-  KS/SUMNER
 HF1339  USGS QUAD   -  ROME (1965)
 HF1339
 HF1339                         *CURRENT SURVEY CONTROL
 HF1339  ___________________________________________________________________
 HF1339* NAD 83(1997)-  37 13 04.01115(N)    097 24 09.80620(W)     ADJUSTED  
 HF1339* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 HF1339  ___________________________________________________________________
 HF1339  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 HF1339  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF1339
 HF1339  HORZ ORDER  -  SECOND
 HF1339
 HF1339.The horizontal coordinates were established by classical geodetic methods
 HF1339.and adjusted by the National Geodetic Survey in October 1998..
 HF1339
 HF1339.The orthometric height was scaled from a topographic map.
 HF1339
 HF1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1339
 HF1339.The geoid height was determined by GEOID03.
 HF1339
 HF1339;                    North         East     Units Scale Factor Converg.
 HF1339;SPC KS S     -   461,738.951   497,389.836   MT  1.00000997   +0 40 27.5
 HF1339;UTM  14      - 4,120,226.938   641,717.963   MT  0.99984741   +0 57 58.6
 HF1339
 HF1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1339!SPC KS S     -   0.99994390  x   1.00000997  =   0.99995387
 HF1339!UTM  14      -   0.99994390  x   0.99984741  =   0.99979132
 HF1339
 HF1339:                Primary Azimuth Mark                     Grid Az
 HF1339:SPC KS S     -  NORRIS AZ MK                             000 38 08.1
 HF1339:UTM  14      -  NORRIS AZ MK                             000 20 37.0
 HF1339
 HF1339|---------------------------------------------------------------------|
 HF1339| PID    Reference Object                     Distance      Geod. Az  |
 HF1339|                                                           dddmmss.s |
 HF1339| CL5874 NORRIS AZ MK                                       0011835.6 |
 HF1339| HF1355 WELLINGTON MUNICIPAL TANK           APPROX. 6.4 KM 0080603.6 |
 HF1339| HF1359 WELLINGTON AT AND SF RR TANK        APPROX. 5.2 KM 0141752.2 |
 HF1339| CL5875 NORRIS RM 1                          48.268 METERS 02947     |
 HF1339| CL5876 NORRIS RM 2                          40.663 METERS 14057     |
 HF1339|---------------------------------------------------------------------|
 HF1339
 HF1339                          SUPERSEDED SURVEY CONTROL
 HF1339
 HF1339  NAD 83(1997)-  37 13 04.01403(N)    097 24 09.80243(W) AD(       ) 2
 HF1339  NAD 83(1986)-  37 13 04.02085(N)    097 24 09.79751(W) AD(       ) 2
 HF1339  NAD 27      -  37 13 03.93687(N)    097 24 08.63173(W) AD(       ) 2
 HF1339
 HF1339.Superseded values are not recommended for survey control.
 HF1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1339.See file dsdata.txt to determine how the superseded data were derived.
 HF1339
 HF1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4171820227(NAD 83)
 HF1339_MARKER: DS = TRIANGULATION STATION DISK
 HF1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1339
 HF1339  HISTORY     - Date     Condition        Report By
 HF1339  HISTORY     - 1957     MONUMENTED       CGS
 HF1339  HISTORY     - 1957     GOOD             CGS
 HF1339  HISTORY     - 1962     GOOD             CGS
 HF1339
 HF1339                          STATION DESCRIPTION
 HF1339
 HF1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1339'THE STATION IS LOCATED AIRLINE, ABOUT 4 MILES NORTH OF ROME
 HF1339'AND ABOUT 3 MILES SOUTH-SOUTHWEST OF WELLINGTON ON THE HIGHEST
 HF1339'GROUND IN THE IMMEDIATE VICINITY ALONG THE WEST SIDE OF US
 HF1339'HIGHWAY 81.
 HF1339'
 HF1339'THE STATION IS A STANDARD DISK STAMPED NORRIS 1957 SET IN
 HF1339'TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 12-INCHES IN
 HF1339'DIAMETER AND IS ABOUT 14 INCHES BELOW THE SURFACE OF THE
 HF1339'GROUND.  IT IS 72 FEET WEST OF NORTH-SOUTH FENCE LINE AND A
 HF1339'WHITE WITNESS POST AND 102 FEET WEST OF THE CENTER LINE OF
 HF1339'THE HIGHWAY.
 HF1339'
 HF1339'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NORRIS NO
 HF1339'1 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HF1339'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT 10 INCHES
 HF1339'LOWER THAN THE STATION.  IT IS 10 INCHES EAST OF A NORTH-SOUTH
 HF1339'FENCE LINE AND 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 HF1339'
 HF1339'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NORRIS
 HF1339'NO 2 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HF1339'WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT
 HF1339'12 INCHES LOWER THAN THE STATION.  IT IS 3 FEET NORTH OF
 HF1339'A TELEPHONE POLE.
 HF1339'
 HF1339'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NORRIS 1957 SET
 HF1339'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1339'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A
 HF1339'NORTH-SOUTH FENCE LINE, 18 FEET EAST-SOUTHEAST OF A TELEPHONE
 HF1339'POLE AND 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 HF1339'
 HF1339'TO REACH THE STATION FROM THE ATCHISON TOPEKA AND SANTA FE
 HF1339'RAILROAD DEPOT IN WELLINGTON, GO SOUTH, WEST AND SOUTH ON US
 HF1339'HIGHWAY 81 FOR 2.25 MILES TO A TELEPHONE ON THE LEFT, EAST
 HF1339'SIDE AND THE AZIMUTH MARK, CONTINUE SOUTH ON THE HIGHWAY
 HF1339'FOR 0.9 MILE TO A WHITE WITNESS POST ON THE RIGHT, WEST
 HF1339'SIDE AND THE STATION.
 HF1339
 HF1339                          STATION RECOVERY (1957)
 HF1339
 HF1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1339'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 HF1339'WERE FOUND IN GOOD CONDITION.
 HF1339
 HF1339                          STATION RECOVERY (1962)
 HF1339
 HF1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1339'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HF1339'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 HF1339'CONDITION.  THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 HF1339'THE DISTANCE TO REFERENCE MARK NO. 1 MISSED THE 1957 MEASUREMENT
 HF1339'BY .10 FOOT, THE DIRECTION WAS VERIFIED.  THE DISTANCE TO
 HF1339'REFERENCE MARK NO. 2 MISSED THE 1957 MEASUREMENT BY .07 FOOT
 HF1339'AND THE DIRECTION MISSED BY 2 MINUTES 04. SECONDS.
 HF1339'
 HF1339'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HF1339'
 HF1339'THE STATION IS ABOUT 4 MILES NORTH OF ROME, 3 MILES SOUTH
 HF1339'OF WELLINGTON, ON THE WEST SIDE OF U.S. HIGHWAY 81, ON THE
 HF1339'HIGHEST GROUND IN THE IMMEDIATE VICINITY, AND ON LAND OWNED
 HF1339'BY MR. L.A. NORRIS.
 HF1339'
 HF1339'TO REACH THE STATION FROM THE ATCHISON TOPEKA AND SANTA
 HF1339'FE RAILROAD DEPOT IN WELLINGTON, GO SOUTH AND THEN WEST ON
 HF1339'BUSINESS ROUTE U.S. HIGHWAY 81 FOR 0.85 MILE TO THE JUNCTION
 HF1339'OF BUSINESS ROUTE U.S. HIGHWAY 81 AND BY-PASS U.S. HIGHWAY
 HF1339'81.  TURN LEFT, SOUTH, ON U.S. HIGHWAY 81 FOR 1.4 MILES
 HF1339'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD, SOUTH, ON
 HF1339'HIGHWAY 81 FOR 0.9 MILE TO A LARGE BILLBOARD AND THE STATION
 HF1339'ON THE RIGHT.
 HF1339'
 HF1339'STATION MARK, A STANDARD DISK STAMPED NORRIS 1957.  THE SURFACE
 HF1339'DISK IS SET IN A ROUND CONCRETE POST WHICH IS 10 INCHES BELOW
 HF1339'THE SURFACE OF THE GROUND.  IT IS 113 FEET WEST OF THE CENTER OF
 HF1339'HIGHWAY 81, 82 FEET WEST OF A FENCE, A METAL WITNESS POST
 HF1339'AND A WOODEN WITNESS POST.  THE UNDERGROUND DISK WAS NOT
 HF1339'INSPECTED BY THIS PARTY.
 HF1339'
 HF1339'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED NORRIS NO 1
 HF1339'1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 HF1339'IT IS 30 FEET WEST OF THE CENTER OF HIGHWAY 81, 5 FEET SOUTHWEST
 HF1339'OF A TELEPHONE POLE AND 1 FOOT EAST OF A FENCE.
 HF1339'
 HF1339'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED NORRIS NO 2
 HF1339'1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HF1339'4 INCHES.  IT IS 30 FEET WEST OF THE CENTER OF HIGHWAY 81, 3.5
 HF1339'FEET NORTHWEST OF A TELEPHONE POLE AND 1 FOOT EAST OF A FENCE.
 HF1339'
 HF1339'AZIMUTH MARK, A STANDARD DISK STAMPED NORRIS 1957, IS SET
 HF1339'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HF1339'81 FEET SOUTH OF A LONE TREE, 78 FEET EAST OF A POWER POLE,
 HF1339'NO. E-42, 49 FEET EAST OF THE CENTER OF HIGHWAY 81, 2 FEET
 HF1339'SOUTHEAST OF A METAL WITNESS POST, 1 FOOT EAST OF A WOODEN
 HF1339'WITNESS POST AND 1 FOOT WEST OF A FENCE.
 HF1339'
 HF1339'NOTE- REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE.
 HF1339'
 HF1339'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0931 ***********************************************************************
 KE0931  DESIGNATION -  NORTH
 KE0931  PID         -  KE0931
 KE0931  STATE/COUNTY-  KS/SHAWNEE
 KE0931  USGS QUAD   -  TOPEKA (1983)
 KE0931
 KE0931                         *CURRENT SURVEY CONTROL
 KE0931  ___________________________________________________________________
 KE0931* NAD 83(1997)-  39 03 45.39770(N)    095 40 30.25674(W)     ADJUSTED  
 KE0931* NAVD 88     -       283.009  (meters)     928.51   (feet)  ADJUSTED  
 KE0931  ___________________________________________________________________
 KE0931  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 KE0931  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE0931  DYNAMIC HT  -         282.825 (meters)     927.90  (feet)  COMP
 KE0931  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 KE0931
 KE0931  HORZ ORDER  -  SECOND
 KE0931  VERT ORDER  -  SECOND    CLASS 0
 KE0931
 KE0931.The horizontal coordinates were established by classical geodetic methods
 KE0931.and adjusted by the National Geodetic Survey in October 1998..
 KE0931
 KE0931.The orthometric height was determined by differential leveling
 KE0931.and adjusted by the National Geodetic Survey in June 1991..
 KE0931
 KE0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE0931
 KE0931.The geoid height was determined by GEOID03.
 KE0931
 KE0931.The dynamic height is computed by dividing the NAVD 88
 KE0931.geopotential number by the normal gravity value computed on the
 KE0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0931.degrees latitude (g = 980.6199 gals.).
 KE0931
 KE0931.The modeled gravity was interpolated from observed gravity values.
 KE0931
 KE0931;                    North         East     Units Scale Factor Converg.
 KE0931;SPC KS N     -    83,540.508   601,192.886   MT  0.99996221   +1 28 15.7
 KE0931;UTM  15      - 4,327,130.825   268,547.683   MT  1.00025967   -1 41 11.4
 KE0931
 KE0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE0931!SPC KS N     -   0.99996051  x   0.99996221  =   0.99992272
 KE0931!UTM  15      -   0.99996051  x   1.00025967  =   1.00022016
 KE0931
 KE0931|---------------------------------------------------------------------|
 KE0931| PID    Reference Object                     Distance      Geod. Az  |
 KE0931|                                                           dddmmss.s |
 KE0931| KE0930 NORTH RM 1                            6.362 METERS 04152     |
 KE0931| KE1221 TOPEKA SANTA FE RR SHOPS STACK      APPROX. 1.5 KM 1143941.9 |
 KE0931| KE0929 NORTH RM 2                            5.999 METERS 17337     |
 KE0931| KE1218 TOPEKA CATHOLIC CHURCH N SPIRE      APPROX. 0.6 KM 1751151.8 |
 KE0931| KE1217 TOPEKA CATHOLIC CHURCH S SPIRE      APPROX. 0.6 KM 1754334.6 |
 KE0931| KE1223 TOPEKA KANS PWR AND LT STACK        APPROX. 1.4 KM 1844417.8 |
 KE0931| KE1226 TOPEKA STATE CAPITOL DOME           APPROX. 1.6 KM 1885824.2 |
 KE0931| KE0924 GAGE AZ MK                          APPROX. 3.0 KM 2873530.4 |
 KE0931| KE1237 TOPEKA GOODYEAR CO STACK            APPROX. 4.2 KM 3370109.2 |
 KE0931| KE1236 TOPEKA GOODYEAR CO TANK             APPROX. 4.1 KM 3383517.0 |
 KE0931|---------------------------------------------------------------------|
 KE0931
 KE0931                          SUPERSEDED SURVEY CONTROL
 KE0931
 KE0931  NAD 83(1986)-  39 03 45.40432(N)    095 40 30.25300(W) AD(       ) 2
 KE0931  NAD 27      -  39 03 45.40206(N)    095 40 29.31912(W) AD(       ) 2
 KE0931  NGVD 29 (??/??/92)  282.885  (m)          928.10   (f) ADJ UNCH    2 0
 KE0931
 KE0931.Superseded values are not recommended for survey control.
 KE0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0931.See file dsdata.txt to determine how the superseded data were derived.
 KE0931
 KE0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6854827131(NAD 83)
 KE0931_MARKER: DE = TRAVERSE STATION DISK
 KE0931_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0931_SP_SET: OFFSET
 KE0931_STAMPING: NORTH 1970
 KE0931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0931
 KE0931  HISTORY     - Date     Condition        Report By
 KE0931  HISTORY     - 1970     MONUMENTED       NGS
 KE0931  HISTORY     - 1970     GOOD             NGS
 KE0931  HISTORY     - 20060811 MARK NOT FOUND   KS5400
 KE0931
 KE0931                          STATION DESCRIPTION
 KE0931
 KE0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KE0931'THE STATION IS LOCATED APPROXIMATELY 2-3/4 MILES WEST-SOUTHWEST
 KE0931'OF THE TOPEKA MUNICIPAL AIRPORT, 1.2 MILES NORTH OF THE STATE
 KE0931'CAPITAL BUILDING, ON THE TOPEKA AVENUE BRIDGE WHICH CARRIES
 KE0931'TRAFFIC FOR U.S. HIGHWAY 75 ACROSS THE KANSAS RIVER, IN THE SE
 KE0931'1/4 SECTION 30, T11S, R 16E.
 KE0931'
 KE0931'TO REACH THE STATION FROM U.S. HIGHWAY 75 AND THE SOUTH END OF
 KE0931'THE KANSAS RIVER BRIDGE, GO NORTH ON THE BRIDGE FOR 0.25 MILE TO
 KE0931'THE STATION ON THE LEFT.
 KE0931'
 KE0931'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED NORTH 1970,
 KE0931'CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE BRIDGE.
 KE0931'IT IS 19.6 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 KE0931'TRAFFIC, 8.5 FEET WEST OF A CONCRETE CURB OF THE HIGHWAY, 8.2
 KE0931'FEET WEST OF A METAL LIGHT POLE, 3.0 FEET NORTH OF A CONCRETE
 KE0931'GUARD RAIL AND 2.4 FEET SOUTH OF A METAL GUARD RAIL.
 KE0931'
 KE0931'REFERENCE MARK 1, A STANDARD DISK STAMPED NORTH NO 1 1970, IS
 KE0931'CEMENTED IN A DRILL HOLE IN A CONCRETE CURB OF THE BRIDGE AND
 KE0931'PROJECTS 18 INCHES ABOVE THE SURFACE OF THE BRIDGE FLOOR.  IT
 KE0931'IS 11.6 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES OF
 KE0931'TRAFFIC, 1.0 FOOT SOUTHEAST OF A METAL LIGHT POLE AND ABOUT
 KE0931'1-1/2 FEET HIGHER THAN THE STATION.
 KE0931'
 KE0931'REFERENCE MARK 2, A STANDARD DISK STAMPED NORTH NO 2 1970, IS
 KE0931'CEMENTED IN A DRILL HOLE IN A CONCRETE CURB OF THE BRIDGE AND
 KE0931'PROJECTS 18 INCHES ABOVE THE SURFACE OF THE BRIDGE FLOOR.  IT IS
 KE0931'11.6 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES OF TRAFFIC,
 KE0931'5.5 FEET EAST OF A CONCRETE RAIL OF THE BRIDGE AND ABOUT 1-1/2
 KE0931'FEET HIGHER THAN THE STATION.
 KE0931'
 KE0931'NOTE- THE DISTANCE TO THE REFERENCE MARKS WAS COMPUTED FROM SLOPE
 KE0931'MEASUREMENTS.
 KE0931'
 KE0931'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 KE0931
 KE0931                          STATION RECOVERY (1970)
 KE0931
 KE0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KE0931'0.3 MI N FROM TOPEKA.
 KE0931'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE HIGHWAY
 KE0931'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT TOPEKA, ALONG THE WEST
 KE0931'SIDE OF THE HIGHWAY BRIDGE OVER THE KANSAS RIVER, 20 FEET WEST
 KE0931'OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, SET IN THE
 KE0931'TOP OF THE SOUTH END OF A 6-FOOT WIDE CONCRETE OFFSET WHICH IS
 KE0931'DIRECTLY ABOVE THE WEST END OF THE FIRST MAIN ABUTMENT SOUTH OF
 KE0931'THE RIVER, 5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 KE0931'CONCRETE GUARDRAIL WHICH IS AROUND THE OFFSET, AND ABOUT LEVEL
 KE0931'WITH THE HIGHWAY.  SECTION 30, T 11S, R 16E.
 KE0931
 KE0931                          STATION RECOVERY (2006)
 KE0931
 KE0931'RECOVERY NOTE BY CITY OF TOPEKA KANSAS 2006 (SLA)
 KE0931'MARKER DESTROYED WITH THE DEMOLITION OF THE DECKING FOR THE
 KE0931'CONSTRUCTION OF NEW TOPEKA BOULEVARD BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0610 ***********************************************************************
 JH0610  DESIGNATION -  NORTH
 JH0610  PID         -  JH0610
 JH0610  STATE/COUNTY-  KS/WALLACE
 JH0610  USGS QUAD   -  SOUTH FLATS (1979)
 JH0610
 JH0610                         *CURRENT SURVEY CONTROL
 JH0610  ___________________________________________________________________
 JH0610* NAD 83(1997)-  38 48 33.77101(N)    101 44 32.19808(W)     ADJUSTED  
 JH0610* NAVD 88     -      1117.     (meters)    3665.     (feet)  SCALED    
 JH0610  ___________________________________________________________________
 JH0610  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 JH0610  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 JH0610
 JH0610  HORZ ORDER  -  SECOND
 JH0610
 JH0610.The horizontal coordinates were established by classical geodetic methods
 JH0610.and adjusted by the National Geodetic Survey in October 1998..
 JH0610
 JH0610.The orthometric height was scaled from a topographic map.
 JH0610
 JH0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0610
 JH0610.The geoid height was determined by GEOID03.
 JH0610
 JH0610;                    North         East     Units Scale Factor Converg.
 JH0610;SPC KS N     -    59,561.700    75,048.905   MT  0.99998633   -2 22 04.1
 JH0610;UTM  14      - 4,299,196.530   261,885.890   MT  1.00029824   -1 43 10.1
 JH0610
 JH0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0610!SPC KS N     -   0.99982846  x   0.99998633  =   0.99981479
 JH0610!UTM  14      -   0.99982846  x   1.00029824  =   1.00012665
 JH0610
 JH0610|---------------------------------------------------------------------|
 JH0610| PID    Reference Object                     Distance      Geod. Az  |
 JH0610|                                                           dddmmss.s |
 JH0610| CM9624 NORTH RM 1                           31.974 METERS 04049     |
 JH0610| CM9625 NORTH RM 2                           22.533 METERS 11709     |
 JH0610| JH0361 Y 19                                APPROX. 1.0 KM 1790304.9 |
 JH0610| CM9626 NORTH RM 3                            6.441 METERS 35235     |
 JH0610|---------------------------------------------------------------------|
 JH0610
 JH0610                          SUPERSEDED SURVEY CONTROL
 JH0610
 JH0610  NAD 83(1986)-  38 48 33.77149(N)    101 44 32.19733(W) AD(       ) 2
 JH0610  NAD 27      -  38 48 33.73186(N)    101 44 30.58403(W) AD(       ) 2
 JH0610
 JH0610.Superseded values are not recommended for survey control.
 JH0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0610.See file dsdata.txt to determine how the superseded data were derived.
 JH0610
 JH0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH6188699197(NAD 83)
 JH0610_MARKER: DD = SURVEY DISK
 JH0610_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JH0610+WITH SETTING: INFORMATION.
 JH0610_SP_SET: PREFABRICATED CONCRETE POST
 JH0610_MARK LOGO: USGS  
 JH0610_MAGNETIC: I = MARKER IS A STEEL ROD
 JH0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0610+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 JH0610
 JH0610  HISTORY     - Date     Condition        Report By
 JH0610  HISTORY     - 1967     MONUMENTED       USGS
 JH0610  HISTORY     - 1979     GOOD             NGS
 JH0610  HISTORY     - 19960530 GOOD             NFORK
 JH0610
 JH0610                          STATION DESCRIPTION
 JH0610
 JH0610'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (RRB)
 JH0610'STATION IS LOCATED ABOUT 6.0 MI S. AND 0.5 MI E. OF SHARON
 JH0610'SPRINGS, T. 14 S., R. 40 W., NEAR QUARTER COR. BETWEEN
 JH0610'SECS. 26 AND 27.
 JH0610'
 JH0610'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS.
 JH0610'40 AND 27 AT THE N. EDGE OF SHARON SPRINGS, GO 6.8 MI S.
 JH0610'ALONG HWY. 27 TO STATION ON RIGHT (W.) SIDE OF RD.
 JH0610'
 JH0610'STATION MARK IS 62 FT S. AND 34 FT W. OF CENTER OF HWY. AT
 JH0610'CROP LINE E., 3.5 FT E. OF USGS WITNESS POST, STAMPED ET
 JH0610'NORTH 1967.
 JH0610'
 JH0610'REFERENCE MARK NO. 1 IS NE. OF STATION, 13 FT N. OF 33 FT
 JH0610'E. OF CENTER OF HWY. AT CROP LINE E., 2 FT W. OF E. RIGHT-OF-WAY
 JH0610'FENCE, STAMPED NORTH NO. 1 1967.
 JH0610'
 JH0610'REFERENCE MARK NO. 2 IS SE. OF STATION, 96 FT S. OF 32 FT
 JH0610'E. OF CENTER OF HWY. AT CROP LINE E., 3 FT W. OF E. RIGHT-OF-WAY
 JH0610'FENCE, STAMPED NORTH NO. 2 1967.
 JH0610'
 JH0610'AZIMUTH MARK IS LOCATED ABOUT 0.5 MI SSE. OF STATION, ABOUT
 JH0610'7 MI S. ALONG STATE HWY. 27 FROM SHARON SPRINGS, WALLACE COUNTY,
 JH0610'AT A RD. INTERSECTION, 72 FT E. OF THE CENTER OF THE HWY., AND
 JH0610'24 FT N. OF THE CENTER OF THE E.-W. SEC. LINE RD., A STANDARD
 JH0610'DISK STAMPED Y 19 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JH0610'(1,111.439 M OR 646.466 FT)
 JH0610'
 JH0610'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JH0610'ARE FLUSH WITH THE GROUND, STANDARD TABLETS CRIMPED ON 1/2
 JH0610'IN. COPPER COATED STEEL RODS, CENTERED IN 6 IN. DIAMETER TILES
 JH0610'12 IN. LONG FILLED WITH GRAVEL TO WITHIN ONE IN. OF CAP.
 JH0610
 JH0610                          STATION RECOVERY (1979)
 JH0610
 JH0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JH0610'THE ROD FOR THE STATION MARK, REFERENCE MARK 1 AND BENCH MARK Y 19
 JH0610'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 AND A 3 METER
 JH0610'SECTION OF ITS ROD WERE FOUND LYING ON TOP OF THE GROUND.  A NEW
 JH0610'U.S. GEOLOGICAL STATION DISK WAS CRIMPED TO THE TOP OF THE STATION ROD
 JH0610'AND A REFERENCE MARK 3 WERE ESTABLISHED.  THE DIRECTION TO REFERENCE
 JH0610'MARK 1 WAS 9 SECONDS LARGER THAN 1967 DATA AND THE DISTANCE AGREED.  A
 JH0610'NEW DESCRIPTION FOLLOWS--
 JH0610'
 JH0610'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH AND 1/2 MILE EAST OF
 JH0610'SHARON SPRINGS, ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 27 AND NEAR
 JH0610'THE QUARTER CORNER BETWEEN SECTIONS 26 AND 27 OF T14S, R40W.
 JH0610'
 JH0610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 JH0610'HIGHWAY 27 AT SHARON SPRINGS, GO SOUTH ON HIGHWAY 27 FOR 6.85 MILES
 JH0610'TO THE MARK ON THE RIGHT.
 JH0610'
 JH0610'TO REACH BENCH MARK Y 19 FROM THE STATION, GO SOUTH ON HIGHWAY 27 FOR
 JH0610'0.65 MILE TO THE MARK ON THE LEFT AT A CROSSROAD.
 JH0610'
 JH0610'STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 JH0610'STAMPED---NORTH 1967 1979---CRIMPED TO THE TOP OF A COPPER COATED
 JH0610'STEEL ROD DRIVEN IN THE GROUND AND WHICH NOW PROJECTS 4 INCHES ABOVE
 JH0610'THE GROUND SURFACE.  IT IS 34 FEET WEST OF THE CENTERLINE OF THE
 JH0610'HIGHWAY, 4.0 FEET EAST-NORTHEAST OF A POWERLINE POLE, 4.0 FEET EAST OF
 JH0610'A WITNESS POST, 1.0 FOOT NORTH OF A WITNESS POST AND 1.0 FOOT SOUTH OF
 JH0610'A WITNESS POST.
 JH0610'
 JH0610'REFERENCE MARK 1 IS A STANDARD USGS REFERENCE DISK, STAMPED---NORTH
 JH0610'NO 1 1967 CRIMPED TO THE TOP OF A COPPER COATED STEEL ROD THAT IS
 JH0610'FLUSH WITH THE GROUND.  IT IS 108 FEET NORTHEAST OF THE POWERLINE
 JH0610'POLE, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET WEST OF
 JH0610'THE END OF A FENCE AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 JH0610'
 JH0610'REFERENCE MARK 3 IS A STANDARD NGS DISK, STAMPED---NORTH USGS 1967 NO
 JH0610'3 1979---SET IN THE TOP OF A 10-INCH ROUND CONCRETE POST THAT
 JH0610'PROJECTS 2 INCHES.  IT IS 22.3 FEET NORTH OF THE POWERLINE POLE, 35
 JH0610'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF A
 JH0610'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 JH0610'
 JH0610'BENCH MARK Y 19 IS A STANDARD DISK, STAMPED---Y 19 1934---SET IN
 JH0610'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT
 JH0610'IS 72 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET NORTH OF THE
 JH0610'CENTERLINE OF THE GRADED ROAD AND 2.0 FEET EAST OF A WITNESS POST.
 JH0610
 JH0610                          STATION RECOVERY (1996)
 JH0610
 JH0610'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JH0610'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1248 ***********************************************************************
 KE1248  DESIGNATION -  NORTH HILLS MUNICIPAL TANK
 KE1248  PID         -  KE1248
 KE1248  STATE/COUNTY-  KS/JACKSON
 KE1248  USGS QUAD   -  ELMONT (1985)
 KE1248
 KE1248                         *CURRENT SURVEY CONTROL
 KE1248  ___________________________________________________________________
 KE1248* NAD 83(1997)-  39 09 34.55058(N)    095 40 19.23179(W)     ADJUSTED  
 KE1248* NAVD 88     -                                                        
 KE1248  ___________________________________________________________________
 KE1248  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 KE1248  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KE1248
 KE1248  HORZ ORDER  -  THIRD
 KE1248
 KE1248.The horizontal coordinates were established by classical geodetic methods
 KE1248.and adjusted by the National Geodetic Survey in October 1998..
 KE1248
 KE1248
 KE1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1248
 KE1248.The geoid height was determined by GEOID03.
 KE1248
 KE1248;                    North         East     Units Scale Factor Converg.
 KE1248;SPC KS N     -    94,310.582   601,181.085   MT  0.99995811   +1 28 22.6
 KE1248;UTM  15      - 4,337,888.386   269,129.631   MT  1.00025635   -1 41 17.1
 KE1248
 KE1248                          SUPERSEDED SURVEY CONTROL
 KE1248
 KE1248  NAD 83(1986)-  39 09 34.55679(N)    095 40 19.22711(W) AD(       ) 4
 KE1248  NAD 27      -  39 09 34.55800(N)    095 40 18.29800(W) AD(       ) 3
 KE1248
 KE1248.Superseded values are not recommended for survey control.
 KE1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1248.See file dsdata.txt to determine how the superseded data were derived.
 KE1248
 KE1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6913037888(NAD 83)
 KE1248_MARKER: 51 = TANK
 KE1248
 KE1248  HISTORY     - Date     Condition        Report By
 KE1248  HISTORY     - 1960     FIRST OBSERVED   CGS
 KE1248
 KE1248                          STATION DESCRIPTION
 KE1248
 KE1248'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0256 ***********************************************************************
 HE0256  DESIGNATION -  NORTH MERIDIAN
 HE0256  PID         -  HE0256
 HE0256  STATE/COUNTY-  KS/CHEROKEE
 HE0256  USGS QUAD   -  COLUMBUS (1977)
 HE0256
 HE0256                         *CURRENT SURVEY CONTROL
 HE0256  ___________________________________________________________________
 HE0256* NAD 83(1986)-  37 10 14.     (N)    094 50 32.     (W)     SCALED    
 HE0256* NAVD 88     -       278.397  (meters)     913.37   (feet)  ADJUSTED  
 HE0256  ___________________________________________________________________
 HE0256  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 HE0256  DYNAMIC HT  -         278.174 (meters)     912.64  (feet)  COMP
 HE0256  MODELED GRAV-     979,821.9   (mgal)                       NAVD 88
 HE0256
 HE0256  VERT ORDER  -  FIRST     CLASS II
 HE0256
 HE0256.The horizontal coordinates were scaled from a topographic map and have
 HE0256.an estimated accuracy of +/- 6 seconds.
 HE0256
 HE0256.The orthometric height was determined by differential leveling
 HE0256.and adjusted by the National Geodetic Survey in June 1991..
 HE0256
 HE0256.The geoid height was determined by GEOID03.
 HE0256
 HE0256.The dynamic height is computed by dividing the NAVD 88
 HE0256.geopotential number by the normal gravity value computed on the
 HE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0256.degrees latitude (g = 980.6199 gals.).
 HE0256
 HE0256.The modeled gravity was interpolated from observed gravity values.
 HE0256
 HE0256;                    North         East    Units  Estimated Accuracy
 HE0256;SPC KS S     -   462,300.      724,780.      MT  (+/- 180 meters Scaled)
 HE0256
 HE0256                          SUPERSEDED SURVEY CONTROL
 HE0256
 HE0256  NGVD 29 (??/??/92)  278.288  (m)          913.02   (f) ADJ UNCH    1 2
 HE0256
 HE0256.Superseded values are not recommended for survey control.
 HE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0256.See file dsdata.txt to determine how the superseded data were derived.
 HE0256
 HE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB364153(NAD 83)
 HE0256_MARKER: B = BOLT
 HE0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0256+STABILITY: SURFACE MOTION
 HE0256
 HE0256  HISTORY     - Date     Condition        Report By
 HE0256  HISTORY     - UNK      MONUMENTED       USGS
 HE0256  HISTORY     - 1933     GOOD             NGS
 HE0256  HISTORY     - 1944     GOOD             NGS
 HE0256  HISTORY     - 20050802 MARK NOT FOUND   GEOCAC
 HE0256
 HE0256                          STATION DESCRIPTION
 HE0256
 HE0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0256'AT COLUMBUS.
 HE0256'AT COLUMBUS, CHEROKEE COUNTY, AT THE NORTHEAST CORNER OF THE
 HE0256'COUNTY COURTHOUSE YARD, 25 FEET WEST OF THE KANSAS AVENUE
 HE0256'SIDEWALK, AND 6 FEET SOUTH OF THE MAPLE STREET SIDEWALK.  THE
 HE0256'TOP OF A COPPER BOLT, SET IN THE TOP OF A CONCRETE POST.
 HE0256
 HE0256                          STATION RECOVERY (1944)
 HE0256
 HE0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HE0256'RECOVERED IN GOOD CONDITION.
 HE0256
 HE0256                          STATION RECOVERY (2005)
 HE0256
 HE0256'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1586 ***********************************************************************
 JF1586  CBN         -  This is a Cooperative Base Network Control Station.
 JF1586  DESIGNATION -  NORTH POLE MOUND RESET
 JF1586  PID         -  JF1586
 JF1586  STATE/COUNTY-  KS/SALINE
 JF1586  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1586
 JF1586                         *CURRENT SURVEY CONTROL
 JF1586  ___________________________________________________________________
 JF1586* NAD 83(1997)-  38 57 09.92355(N)    097 36 32.32719(W)     ADJUSTED  
 JF1586* NAVD 88     -       447.0    (meters)    1467.     (feet)  GPS OBS   
 JF1586  ___________________________________________________________________
 JF1586  X           -    -657,682.810 (meters)                     COMP
 JF1586  Y           -  -4,923,217.450 (meters)                     COMP
 JF1586  Z           -   3,988,503.432 (meters)                     COMP
 JF1586  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 JF1586  ELLIP HEIGHT-         419.44  (meters)          (08/16/04) GPS OBS
 JF1586  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 JF1586
 JF1586  HORZ ORDER  -  B
 JF1586  ELLP ORDER  -  FOURTH    CLASS II
 JF1586
 JF1586.The horizontal coordinates were established by GPS observations
 JF1586.and adjusted by the National Geodetic Survey in December 1997..
 JF1586
 JF1586.The orthometric height was determined by GPS observations and a
 JF1586.high-resolution geoid model.
 JF1586
 JF1586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF1586
 JF1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1586
 JF1586.The ellipsoidal height was determined by GPS observations
 JF1586.and is referenced to NAD 83.
 JF1586
 JF1586.The geoid height was determined by GEOID03.
 JF1586
 JF1586;                    North         East     Units Scale Factor Converg.
 JF1586;SPC KS N     -    68,835.735   433,894.078   MT  0.99997030   +0 14 50.7
 JF1586;UTM  14      - 4,312,453.899   620,533.449   MT  0.99977890   +0 52 28.6
 JF1586
 JF1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1586!SPC KS N     -   0.99993420  x   0.99997030  =   0.99990450
 JF1586!UTM  14      -   0.99993420  x   0.99977890  =   0.99971311
 JF1586
 JF1586:                Primary Azimuth Mark                     Grid Az
 JF1586:SPC KS N     -  H 167                                    022 43 45.5
 JF1586:UTM  14      -  H 167                                    022 06 07.6
 JF1586
 JF1586|---------------------------------------------------------------------|
 JF1586| PID    Reference Object                     Distance      Geod. Az  |
 JF1586|                                                           dddmmss.s |
 JF1586| JF1105 H 167                                              0225836.2 |
 JF1586| CL5877 NORTH POLE MOUND RM 1                21.245 METERS 10930     |
 JF1586| JF1589 SALINA SW BELL MICROWAVE            APPROX. 2.3 KM 1450546.6 |
 JF1586| JF1596 SALINA EAST MUN TANK                APPROX.13.3 KM 1693837.6 |
 JF1586| JF1598 SALINA NORTH MUN TANK               APPROX.11.5 KM 1793852.0 |
 JF1586| JF1616 VORTAC SALINA SLN                   APPROX. 8.0 KM 1915012.3 |
 JF1586| CL5878 NORTH POLE MOUND RM 2                13.932 METERS 21441     |
 JF1586| JF1590 SALINA HIGHWAY PATROL MAST          APPROX. 1.9 KM 3534209.0 |
 JF1586|---------------------------------------------------------------------|
 JF1586
 JF1586                          SUPERSEDED SURVEY CONTROL
 JF1586
 JF1586  ELLIP H (12/22/97)  419.51   (m)                       GP(       ) 4 1
 JF1586  NAD 83(1986)-  38 57 09.93421(N)    097 36 32.32738(W) AD(       ) 1
 JF1586  NAD 27      -  38 57 09.93100(N)    097 36 31.20500(W) AD(       ) 1
 JF1586  NGVD 29 (07/19/86)  446.9    (m)         1466.     (f) VERT ANG       
 JF1586
 JF1586.Superseded values are not recommended for survey control.
 JF1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1586.See file dsdata.txt to determine how the superseded data were derived.
 JF1586
 JF1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2053312454(NAD 83)
 JF1586_MARKER: DS = TRIANGULATION STATION DISK
 JF1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1586_STAMPING: NORTH POLE MOUND 1890 1950
 JF1586_MARK LOGO: CGS   
 JF1586_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1586+STABILITY: SURFACE MOTION
 JF1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1586+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1997
 JF1586
 JF1586  HISTORY     - Date     Condition        Report By
 JF1586  HISTORY     - 1950     MONUMENTED       CGS
 JF1586  HISTORY     - 1934     GOOD             CGS
 JF1586  HISTORY     - 1950     GOOD             CGS
 JF1586  HISTORY     - 1951     GOOD             CGS
 JF1586  HISTORY     - 1970     GOOD             NGS
 JF1586  HISTORY     - 1983     GOOD             DMA
 JF1586  HISTORY     - 1983     GOOD             KSDT
 JF1586  HISTORY     - 19970718 GOOD             NGS
 JF1586
 JF1586                          STATION DESCRIPTION
 JF1586
 JF1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (FDG)
 JF1586'ABOUT 8-1/2 MILES NORTH OF SALINA, ON A PROMINENT AND WELL-KNOWN
 JF1586'HILL, IN THE NW 1/4 SEC. 1, T. 14 S., R. 3 W., IN A VERY ROCKY
 JF1586'PASTURE OWNED (1922) BY M.A. SANDERS, WHO LIVES AT THE FOOT
 JF1586'OF THE HILL ON THE SOUTH SIDE.  THE STATION IS ON THE SOUTHWEST
 JF1586'END OF THE HILL, ON THE HIGHEST POINT, AND ABOUT 10 METERS NORTH
 JF1586'AND EAST FROM THE EDGE OF THE RIM ROCK.  BOTH UNDERGROUND
 JF1586'AND STATION MARKS ARE STANDARD BRONZE STATION TABLETS, SET
 JF1586'IN BLOCKS OF CONCRETE, THE FORMER BEING 30 INCHES BELOW THE
 JF1586'SURFACE AND THE LATTER PROJECTING 3 INCHES ABOVE SURFACE.
 JF1586'(SPECIAL PUBLICATION NO. 179).
 JF1586
 JF1586                          STATION RECOVERY (1934)
 JF1586
 JF1586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JF1586'RECOVERED AS DESCRIBED.  THE STATION IS ABOUT 8-1/2 MILES
 JF1586'NORTH OF SALINA, ON A PROMINENT AND WELL-KNOWN HILL, IN THE
 JF1586'NORTHWEST QUARTER OF SEC. 1, T. 14 S., R. 3 W., ABOUT 1/10
 JF1586'MILE NORTH AND 2/10 MILE EAST OF THE SOUTHWEST CORNER OF THE
 JF1586'QUARTER, IN A PASTURE, ON LAND OWNED BY H.C. TROW.  THE STATION
 JF1586'IS ON THE SOUTHWEST END OF THE HILL, ON THE HIGHEST POINT, ABOUT
 JF1586'10 METERS EAST AND NORTH OF THE EDGE OF THE RIM OF ROCK, AND
 JF1586'PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE.
 JF1586'
 JF1586'BOTH UNDERGROUND AND SURFACE MARKS ARE STANDARD BRONZE STATION
 JF1586'TABLETS SET IN BLOCKS OF CONCRETE.  THE UNDERGROUND MARK IS
 JF1586'30 INCHES BELOW THE SURFACE OF THE GROUND.
 JF1586
 JF1586                          STATION RECOVERY (1950)
 JF1586
 JF1586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 JF1586'THE STATION WAS RECOVERED AS DESCRIBED.  A NEW SURFACE STATION
 JF1586'MARK WAS ESTABLISHED AS THE OLD MARK WAS FOUND TO BE LOOSE.
 JF1586'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE ESTABLISHED.
 JF1586'BENCH MARK H 167 1934 WAS USED FOR AN AZIMUTH MARK.
 JF1586'
 JF1586'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION-
 JF1586'
 JF1586'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH OF SALINA AND ABOUT
 JF1586'5.5 MILES SOUTH OF BENNINGTON ON THE HIGHEST POINT OF A PROMINENT
 JF1586'HILL.  IT IS NEAR THE SOUTHWEST END OF THE HILL, 5 FEET SOUTH
 JF1586'OF A WITNESS POST.  IT IS STAMPED NORTH POLE MOUND 1890 1950
 JF1586'AND PROJECTS 4 INCHES.
 JF1586'
 JF1586'REFERENCE MARK NO. 1 IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 JF1586'THE STATION.  IT IS STAMPED NORTH POLE MOUND NO 1 1950.
 JF1586'
 JF1586'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 JF1586'STATION.  IT IS STAMPED NORTH POLE MOUND NO 2 1950.
 JF1586'
 JF1586'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 92.93 FEET.
 JF1586'
 JF1586'BENCH MARK H 167 IS ON THE ROAD RIGHT-OF-WAY, 30 FEET NORTH OF
 JF1586'THE CENTER OF ROAD, 25 FEET EAST OF A TELEPHONE POLE AND 1 FOOT
 JF1586'EAST OF A WITNESS POST.  IT IS A STANDARD BENCH MARK DISK SET
 JF1586'IN TOP OF A 10 INCH ROUND CONCRETE POST AND PROJECTS 5 INCHES.
 JF1586'IT IS STAMPED H 167 1934.
 JF1586'
 JF1586'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 81 AND
 JF1586'STATE HIGHWAY 18 ABOUT 1.0 MILE WEST AND 1.5 MILES SOUTH OF
 JF1586'BENNINGTON, GO SOUTH ON U.S. HIGHWAY 81 FOR 3.6 MILES TO A HARD
 JF1586'SURFACED T ROAD LEFT, (TURN LEFT AND GO 0.3 MILE TO BENCH
 JF1586'MARK H 167 ON LEFT AS DESCRIBED) CONTINUE SOUTH ON U.S. HIGHWAY
 JF1586'81 FOR 0.45 MILE TO A DRIVEWAY ON LEFT.  TURN LEFT AND GO EAST
 JF1586'0.25 MILE TO A FARMHOUSE.  GO THROUGH FARMYARD IN BACK OF
 JF1586'HOUSE TO A WIRE GATE AT THE NORTHWEST CORNER OF BARN.  PASS
 JF1586'THROUGH GATE AND GO EAST FOR 0.1 MILE TO SOUTHEAST CORNER OF
 JF1586'PASTURE, TURN LEFT AND GO NORTH ALONG EAST EDGE OF PASTURE
 JF1586'FOR 0.25 MILE, FROM THIS POINT GO WEST AND SOUTHWEST TO THE
 JF1586'HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 JF1586
 JF1586                          STATION RECOVERY (1951)
 JF1586
 JF1586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWQ)
 JF1586'DESCRIPTION ADEQUATE.  STATION FOUND IN EXCELLENT CONDITION.
 JF1586
 JF1586                          STATION RECOVERY (1970)
 JF1586
 JF1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1586'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 JF1586'DUE TO CHANGES IN THE AREA, A COMPLETE NEW DESCRIPTION FOLLOWS.
 JF1586'
 JF1586'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH OF SALINA ON THE
 JF1586'HIGHEST POINT OF A PROMINENT HILL LOCALLY KNOWN AS NORTH POLE
 JF1586'MOUND, AND IN THE NW 1/4 SECTION 1, T14S, R3W.
 JF1586'
 JF1586'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70
 JF1586'AND U.S. HIGHWAY 81 AT THE NORTH EDGE OF SALINA, GO NORTH ON
 JF1586'HIGHWAY 81 FOR 5.15 MILES TO A PRIVATE DRIVE ON THE RIGHT.
 JF1586'TURN RIGHT, EAST, ONTO DRIVE AND GO 0.2 MILE TO THE OWNERS
 JF1586'RESIDENCE ON LEFT.  THERE TURN RIGHT, ENTERING PASTURE AT A WIRE
 JF1586'GATE JUST EAST OF THE HOUSE AND CONTINUE EAST AND NORTH ON DIM
 JF1586'TRACK ROAD ON THE WEST SIDE OF A NORTH-SOUTH FENCE FOR 0.45
 JF1586'MILE TO A FENCE-CORNER AT THE SOUTH SIDE OF AN EAST-WEST
 JF1586'SECTION-LINE ROAD AND THE AZIMUTH MARK ON THE NORTH SIDE OF
 JF1586'THE ROAD.  TURN SHARP LEFT SOUTH-SOUTHWEST UP RIDGE FOR 0.4
 JF1586'MILE TO THE SUMMIT AND STATION.
 JF1586'
 JF1586'THE STATION MARKS ARE STANDARD DISKS STAMPED NORTH POLE MOUND
 JF1586'1890 1950.  THE SURFACE MARK IS SET IN THE TOP OF AN 8-INCH
 JF1586'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND
 JF1586'SURFACE.  IT IS ABOUT 40 FEET NORTH OF THE SOUTH EDGE OF THE
 JF1586'MOUND.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 JF1586'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 JF1586'
 JF1586'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NORTH POLE MOUND
 JF1586'1950, SET IN A DRILL-HOLE IN BEDROCK, AND IS FLUSH WITH THE
 JF1586'ROCK SURFACE.  IT IS ON THE EAST EDGE OF THE MOUND AND ABOUT 3
 JF1586'FEET LOWER THAN THE STATION.
 JF1586'
 JF1586'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NORTH POLE MOUND
 JF1586'1950, SET IN A DRILL-HOLE IN BEDROCK, AND IS FLUSH WITH THE
 JF1586'ROCK SURFACE.  IT IS ON THE SOUTH EDGE OF THE MOUND AND ABOUT
 JF1586'2 FEET LOWER THAN THE STATION.
 JF1586'
 JF1586'THE AZIMUTH MARK, A STANDARD BENCH-MARK DISK STAMPED H 167 1934,
 JF1586'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JF1586'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 84
 JF1586'FEET NORTHWEST OF A POWER POLE, 29 FEET NORTH OF THE APPROXIMATE
 JF1586'CENTER OF A SECTION-LINE ROAD, 12.2 FEET SOUTH OF AN EAST
 JF1586'GATE-POST, AND 9 FEET EAST OF THE APPROXIMATE CENTER OF A FARM
 JF1586'DRIVE.
 JF1586'
 JF1586'NO MEASUREMENT BETWEEN REFERENCE MARKS WAS MADE DUE TO THE
 JF1586'CREST OF A RIDGE BETWEEN THE MARKS.
 JF1586'
 JF1586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8.5 MILES NORTH
 JF1586'OF SALINA.
 JF1586'
 JF1586'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 FEET.
 JF1586
 JF1586                          STATION RECOVERY (1983)
 JF1586
 JF1586'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (JFH)
 JF1586'NORTH POLE MOUND 1890 1950 RECOVERED GOOD.
 JF1586'
 JF1586'NORTH POLE MOUND NO 1 1950 RM 1 RECOVERED GOOD.
 JF1586'
 JF1586'NORTH POLE MOUND NO 2 1950 RM 2 RECOVERED GOOD.
 JF1586'
 JF1586'THE STATION MARK AND BOTH RMS WERE RECOVERED AS DESCRIBED.  THE
 JF1586'AZIMUTH MARK (BM H167) IS DESTROYED.  THERE IS A SEPARATE RECOVERY
 JF1586'NOTE ON THIS MARK.
 JF1586'
 JF1586'DISTANCE AND DIRECTION FROM NEAREST TOWN--8.5 MILES NORTH OF
 JF1586'SALINA.
 JF1586
 JF1586                          STATION RECOVERY (1983)
 JF1586
 JF1586'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1983 (JHB)
 JF1586'H 167 1934 AZM DESTROYED.
 JF1586'
 JF1586'NORTH POLE MOUND 1890 AND 1950 RECOVERED GOOD.
 JF1586'
 JF1586'NORTH POLE MOUND NO. 2 RECOVERED GOOD, DIST. CHECK OK.
 JF1586'
 JF1586'NORTH POLE MOUND NO. 1 RECOVERED GOOD.  DIST. CHECK OK.
 JF1586'
 JF1586'DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES NORTH SALINA,
 JF1586'KS.
 JF1586
 JF1586                          STATION RECOVERY (1997)
 JF1586
 JF1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JF1586'THE STATION IS LOCATED ABOUT 13.68 KM (8.50 MI) NORTH OF SALINA, ON
 JF1586'TOP OF A PROMINENT HILL LOCALLY KNOWN AS NORTH POLE MOUND, AND IN THE
 JF1586'NORTHWEST 1/4 OF SECTION 1, T 13 S, R 3 W.  OWNERSHIP--THE TROW
 JF1586'FAMILY, 6264 N. OLD HWY 81, SALINA KS.  NOTE--FOR KEY TO LOCKED GATE
 JF1586'CONTACT STEVE THOMPSON, P.E., KSU-SALINA, COLLEGE OF TECHNOLOGY, PHONE
 JF1586'913-826-2648.  TO REACH THE STATION FROM THE CENTER OF THE UNDERPASS
 JF1586'AT THE INTERSECTION OF INTERSTATE HIGHWAY 70 (EXIT 252) AND STATE
 JF1586'HIGHWAY 143 (NINTH ST), AT THE NORTH EDGE OF SALINA, GO NORTH ON STATE
 JF1586'HIGHWAY 143 FOR 4.51 KM (2.80 MI) TO A CURVE IN ROAD AND STATE HIGHWAY
 JF1586'143 LEADING NORTHWEST.  CONTINUE STRAIGHT AHEAD, NORTH, ON THE PAVED
 JF1586'ROAD (OLD HWY 81) FOR 4.02 KM (2.50 MI) TO A GRAVEL DRIVEWAY ON THE
 JF1586'RIGHT.  TURN RIGHT AND GO EAST ON THE DRIVEWAY FOR 0.32 KM (0.20 MI)
 JF1586'TO THE TROW RESIDENCES AND OBTAIN PERMISSION TO ENTER PROPERTY.  THE
 JF1586'TRACK ROAD LEADING TO TOP OF HILL IS ON NORTH SIDE OF HILL, THERE IS A
 JF1586'DIM TRACK PASTURE ROAD AROUND THE EAST SIDE AND THE WEST SIDE OF HILL
 JF1586'THAT WILL CONNECT WITH TRACK ROAD LEADING TO TOP OF HILL, ASK OWNERS
 JF1586'WHICH ROUTE THEY WOULD LIKE YOU TO TAKE. NOTE--ALSO, TO REACH THE
 JF1586'STATION FROM THE GRAVEL DRIVEWAY, CONTINUE NORTH ON PAVED ROAD (OLD
 JF1586'HWY 81) FOR 0.64 KM (0.40 MI) TO THE OTTAWA COUNTY LINE AND A GRAVEL
 JF1586'CROSSROAD.  TURN RIGHT AND GO EAST ON THE GRAVEL ROAD (OTTAWA RD) FOR
 JF1586'0.48 KM (0.30 MI) TO A LOCKED METAL PASTURE GATE ON THE RIGHT.  TURN
 JF1586'RIGHT, PASS THROUGH GATE, AND GO SOUTH-SOUTHWEST, UPHILL, ON TRACK
 JF1586'ROAD FOR 0.64 KM (0.40 MI) TO TOP OF HILL, PASSING AROUND THE SOUTH
 JF1586'SIDE OF KYEZ FM RADIO TRANSMITTER TOWER, AND STATION AT THE WEST EDGE
 JF1586'OF HILL.  THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 20 CM
 JF1586'SQUARE CONCRETE MONUMENT PROJECTING 15 CM ABOVE GROUND.  LOCATED 65.23
 JF1586'M (214.01 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A CHAIN LINK
 JF1586'FENCE AROUND THE RADIO TOWER AND 35.17 M (115.39 FT) SOUTHEAST FROM
 JF1586'THE TOP OF THE WEST METAL TOWER CABLE ANCHOR POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0930 ***********************************************************************
 KE0930  DESIGNATION -  NORTH RM 1
 KE0930  PID         -  KE0930
 KE0930  STATE/COUNTY-  KS/SHAWNEE
 KE0930  USGS QUAD   -  TOPEKA (1983)
 KE0930
 KE0930                         *CURRENT SURVEY CONTROL
 KE0930  ___________________________________________________________________
 KE0930* NAD 83(1986)-  39 03 45.     (N)    095 40 30.     (W)     SCALED    
 KE0930* NAVD 88     -       283.513  (meters)     930.16   (feet)  ADJUSTED  
 KE0930  ___________________________________________________________________
 KE0930  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE0930  DYNAMIC HT  -         283.329 (meters)     929.56  (feet)  COMP
 KE0930  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 KE0930
 KE0930  VERT ORDER  -  SECOND    CLASS 0
 KE0930
 KE0930.The horizontal coordinates were scaled from a topographic map and have
 KE0930.an estimated accuracy of +/- 6 seconds.
 KE0930
 KE0930.The orthometric height was determined by differential leveling
 KE0930.and adjusted by the National Geodetic Survey in June 1991..
 KE0930
 KE0930.The geoid height was determined by GEOID03.
 KE0930
 KE0930.The dynamic height is computed by dividing the NAVD 88
 KE0930.geopotential number by the normal gravity value computed on the
 KE0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0930.degrees latitude (g = 980.6199 gals.).
 KE0930
 KE0930.The modeled gravity was interpolated from observed gravity values.
 KE0930
 KE0930;                    North         East    Units  Estimated Accuracy
 KE0930;SPC KS N     -    83,530.      601,200.      MT  (+/- 180 meters Scaled)
 KE0930
 KE0930                          SUPERSEDED SURVEY CONTROL
 KE0930
 KE0930  NGVD 29 (??/??/92)  283.390  (m)          929.76   (f) ADJ UNCH    2 0
 KE0930
 KE0930.Superseded values are not recommended for survey control.
 KE0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0930.See file dsdata.txt to determine how the superseded data were derived.
 KE0930
 KE0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD685271(NAD 83)
 KE0930_MARKER: DR = REFERENCE MARK DISK
 KE0930_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0930_SP_SET: LIGHT POLE FOUNDATION
 KE0930_STAMPING: NORTH NO 1 1970
 KE0930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0930
 KE0930  HISTORY     - Date     Condition        Report By
 KE0930  HISTORY     - 1970     MONUMENTED       NGS
 KE0930
 KE0930                          STATION DESCRIPTION
 KE0930
 KE0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0930'0.3 MI N FROM TOPEKA.
 KE0930'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE HIGHWAY
 KE0930'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT TOPEKA, ALONG THE WEST
 KE0930'SIDE OF THE HIGHWAY BRIDGE OVER THE KANSAS RIVER, 11 1/2 FEET
 KE0930'WEST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, SET
 KE0930'IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION
 KE0930'FOR A STREET LIGHT POLE, 21.00 FEET NORTHEAST OF THE STATION MARK,
 KE0930'AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE STATION MARK.  NOTE-- THE
 KE0930'CONCRETE FOUNDATION IN WHICH THE MARK IS SET IS BUILT INTO
 KE0930'THE CONCRETE GUARDRAIL THAT IS BETWEEN THE WEST LANES OF THE
 KE0930'HIGHWAY AND THE PEDESTRIAN WALK ON THE WEST SIDE OF THE BRIDGE.
 KE0930'SECTION 30, T 11S, R 16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0929 ***********************************************************************
 KE0929  DESIGNATION -  NORTH RM 2
 KE0929  PID         -  KE0929
 KE0929  STATE/COUNTY-  KS/SHAWNEE
 KE0929  USGS QUAD   -  TOPEKA (1983)
 KE0929
 KE0929                         *CURRENT SURVEY CONTROL
 KE0929  ___________________________________________________________________
 KE0929* NAD 83(1986)-  39 03 45.     (N)    095 40 30.     (W)     SCALED    
 KE0929* NAVD 88     -       283.496  (meters)     930.10   (feet)  ADJUSTED  
 KE0929  ___________________________________________________________________
 KE0929  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE0929  DYNAMIC HT  -         283.312 (meters)     929.50  (feet)  COMP
 KE0929  MODELED GRAV-     979,970.4   (mgal)                       NAVD 88
 KE0929
 KE0929  VERT ORDER  -  SECOND    CLASS 0
 KE0929
 KE0929.The horizontal coordinates were scaled from a topographic map and have
 KE0929.an estimated accuracy of +/- 6 seconds.
 KE0929
 KE0929.The orthometric height was determined by differential leveling
 KE0929.and adjusted by the National Geodetic Survey in June 1991..
 KE0929
 KE0929.The geoid height was determined by GEOID03.
 KE0929
 KE0929.The dynamic height is computed by dividing the NAVD 88
 KE0929.geopotential number by the normal gravity value computed on the
 KE0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0929.degrees latitude (g = 980.6199 gals.).
 KE0929
 KE0929.The modeled gravity was interpolated from observed gravity values.
 KE0929
 KE0929;                    North         East    Units  Estimated Accuracy
 KE0929;SPC KS N     -    83,530.      601,200.      MT  (+/- 180 meters Scaled)
 KE0929
 KE0929                          SUPERSEDED SURVEY CONTROL
 KE0929
 KE0929  NGVD 29 (??/??/92)  283.373  (m)          929.70   (f) ADJ UNCH    2 0
 KE0929
 KE0929.Superseded values are not recommended for survey control.
 KE0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0929.See file dsdata.txt to determine how the superseded data were derived.
 KE0929
 KE0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD685271(NAD 83)
 KE0929_MARKER: DR = REFERENCE MARK DISK
 KE0929_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0929_SP_SET: GUARDRAIL
 KE0929_STAMPING: NORTH NO 2 1970
 KE0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0929
 KE0929  HISTORY     - Date     Condition        Report By
 KE0929  HISTORY     - 1970     MONUMENTED       NGS
 KE0929
 KE0929                          STATION DESCRIPTION
 KE0929
 KE0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0929'0.3 MI N FROM TOPEKA.
 KE0929'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 75 FROM THE HIGHWAY
 KE0929'UNDERPASS FOR INTERSTATE HIGHWAY 70 AT TOPEKA, ALONG THE WEST
 KE0929'SIDE OF THE HIGHWAY BRIDGE OVER THE KANSAS RIVER, 11 1/2 FEET
 KE0929'WEST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, SET IN
 KE0929'THE TOP OF THE CONCRETE GUARDRAIL THAT IS BETWEEN THE WEST LANES
 KE0929'OF THE HIGHWAY AND THE PEDESTRIAN WALK ON THE BRIDGE, 19.90
 KE0929'FEET SOUTHEAST OF THE STATION MARK, AND ABOUT 1 1/2 FEET ABOVE
 KE0929'THE LEVEL OF THE STATION MARK.  SECTION 30, T 11S, R 16E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0687 ***********************************************************************
 JG0687  DESIGNATION -  NORTH SHERMAN CAIRN
 JG0687  PID         -  JG0687
 JG0687  STATE/COUNTY-  KS/ELLSWORTH
 JG0687  USGS QUAD   -  CRAWFORD (1964)
 JG0687
 JG0687                         *CURRENT SURVEY CONTROL
 JG0687  ___________________________________________________________________
 JG0687* NAD 83(1997)-  38 36 20.35215(N)    098 00 58.02744(W)     ADJUSTED  
 JG0687* NAVD 88     -                                                        
 JG0687  ___________________________________________________________________
 JG0687  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 JG0687  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 JG0687
 JG0687  HORZ ORDER  -  THIRD
 JG0687
 JG0687.The horizontal coordinates were established by classical geodetic methods
 JG0687.and adjusted by the National Geodetic Survey in October 1998..
 JG0687
 JG0687
 JG0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0687
 JG0687.The geoid height was determined by GEOID03.
 JG0687
 JG0687;                    North         East     Units Scale Factor Converg.
 JG0687;SPC KS N     -    30,230.626   398,595.947   MT  1.00001977   -0 00 36.7
 JG0687;SPC KS S     -   615,315.772   442,148.716   MT  1.00000794   +0 17 50.5
 JG0687;UTM  14      - 4,273,475.968   585,667.828   MT  0.99969037   +0 36 50.2
 JG0687
 JG0687                          SUPERSEDED SURVEY CONTROL
 JG0687
 JG0687  NAD 83(1986)-  38 36 20.36176(N)    098 00 58.02699(W) AD(       ) 4
 JG0687  NAD 27      -  38 36 20.33000(N)    098 00 56.84600(W) AD(       ) 3
 JG0687
 JG0687.Superseded values are not recommended for survey control.
 JG0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0687.See file dsdata.txt to determine how the superseded data were derived.
 JG0687
 JG0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH8566873476(NAD 83)
 JG0687_MARKER: 72 = CAIRN
 JG0687
 JG0687  HISTORY     - Date     Condition        Report By
 JG0687  HISTORY     - 1899     FIRST OBSERVED   CGS
 JG0687  HISTORY     - 1934     MARK NOT FOUND   CGS
 JG0687
 JG0687                          STATION DESCRIPTION
 JG0687
 JG0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0687'NOT RECOVERED ON THIS DATE.  I FAILED TO LOCATE THIS CAIRN.
 JG0687'RECEIVED A LETTER FROM MR. SHERMAN, WHO STATED THAT HE KNEW
 JG0687'NOTHING ABOUT A CAIRN ON HIS RANCH IN THIS LOCALITY.  A FEW
 JG0687'DAYS LATER RECEIVED ANOTHER LETTER FROM MR. SHERMANS SON WHO
 JG0687'STATED THAT THERE WAS A CAIRN ON THE RANCH JUST W OF HIS FATHERS
 JG0687'RANCH.  THIS IS PERHAPS THE ONE REFERRED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0585 ***********************************************************************
 JH0585  DESIGNATION -  NORTH SYRACUSE
 JH0585  PID         -  JH0585
 JH0585  STATE/COUNTY-  KS/HAMILTON
 JH0585  USGS QUAD   -  PLUM CREEK NORTH (1966)
 JH0585
 JH0585                         *CURRENT SURVEY CONTROL
 JH0585  ___________________________________________________________________
 JH0585* NAD 83(1997)-  38 07 44.35147(N)    101 47 42.69575(W)     ADJUSTED  
 JH0585* NAVD 88     -      1103.0    (meters)    3619.     (feet)  VERTCON   
 JH0585  ___________________________________________________________________
 JH0585  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 JH0585  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 JH0585
 JH0585  HORZ ORDER  -  THIRD
 JH0585  VERT ORDER  -  THIRD ? (See Below)
 JH0585
 JH0585.The horizontal coordinates were established by classical geodetic methods
 JH0585.and adjusted by the National Geodetic Survey in October 1998..
 JH0585
 JH0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0585.The vertical order pertains to the NGVD 29 superseded value.
 JH0585
 JH0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0585
 JH0585.The geoid height was determined by GEOID03.
 JH0585
 JH0585;                    North         East     Units Scale Factor Converg.
 JH0585;SPC KS S     -   567,401.086   111,159.434   MT  0.99994270   -2 01 30.0
 JH0585;UTM  14      - 4,223,818.112   254,996.659   MT  1.00033935   -1 43 36.1
 JH0585
 JH0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0585!SPC KS S     -   0.99983076  x   0.99994270  =   0.99977347
 JH0585!UTM  14      -   0.99983076  x   1.00033935  =   1.00017005
 JH0585
 JH0585:                Primary Azimuth Mark                     Grid Az
 JH0585:SPC KS S     -  STA 141 DM                               298 51 47.4
 JH0585:UTM  14      -  STA 141 DM                               298 33 53.5
 JH0585
 JH0585|---------------------------------------------------------------------|
 JH0585| PID    Reference Object                     Distance      Geod. Az  |
 JH0585|                                                           dddmmss.s |
 JH0585| JH0587 STA 141 DM                          APPROX. 4.2 KM 2965017.4 |
 JH0585|---------------------------------------------------------------------|
 JH0585
 JH0585                          SUPERSEDED SURVEY CONTROL
 JH0585
 JH0585  NAD 83(1997)-  38 07 44.35236(N)    101 47 42.69523(W) AD(       ) 3
 JH0585  NAD 83(1997)-  38 07 44.35302(N)    101 47 42.69283(W) AD(       ) 3
 JH0585  NAD 83(1986)-  38 07 44.35351(N)    101 47 42.69166(W) AD(       ) 3
 JH0585  NAD 27      -  38 07 44.29766(N)    101 47 41.07104(W) AD(       ) 3
 JH0585  NGVD 29 (07/19/86) 1102.5    (m)         3617.     (f) LEVELING    3  
 JH0585
 JH0585.Superseded values are not recommended for survey control.
 JH0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0585.See file dsdata.txt to determine how the superseded data were derived.
 JH0585
 JH0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH5499723818(NAD 83)
 JH0585_MARKER: DB = BENCH MARK DISK
 JH0585_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JH0585_SP_SET: METAL PIPE IMBEDDED IN GROUND
 JH0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0585
 JH0585  HISTORY     - Date     Condition        Report By
 JH0585  HISTORY     - 1896     MONUMENTED       USGS
 JH0585
 JH0585                          STATION DESCRIPTION
 JH0585
 JH0585'DESCRIBED BY US GEOLOGICAL SURVEY 1896
 JH0585'USGS TRIANGULATION STATION NORTH SYRACUSE 1896.  IN NW. QUARTER SEC.
 JH0585'23, T. 22 S., R. 41 W., ABOUT 10.0 MI N. OF VILLAGE OF SYRACUSE, ON
 JH0585'HIGHEST GROUND FOR SOME DISTANCE AROUND.  STANDARD IRON POST WITH
 JH0585'BRONZE CAP MARKED---U.S. GEOLOGICAL SURVEY B.M.---
 JH0585'TALLEST RADIO TOWER AT COMPRESSOR STATION 4.0 MI DISTANT--
 JH0585'N 30 DEG 12 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0701 ***********************************************************************
 JG0701  DESIGNATION -  NORTHERN NAT GAS MAST KAC 970
 JG0701  PID         -  JG0701
 JG0701  STATE/COUNTY-  KS/ELLSWORTH
 JG0701  USGS QUAD   -  LORRAINE (1979)
 JG0701
 JG0701                         *CURRENT SURVEY CONTROL
 JG0701  ___________________________________________________________________
 JG0701* NAD 83(1997)-  38 31 10.55742(N)    098 21 16.40957(W)     ADJUSTED  
 JG0701* NAVD 88     -                                                        
 JG0701  ___________________________________________________________________
 JG0701  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 JG0701  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 JG0701
 JG0701  HORZ ORDER  -  THIRD
 JG0701
 JG0701.The horizontal coordinates were established by classical geodetic methods
 JG0701.and adjusted by the National Geodetic Survey in October 1998..
 JG0701
 JG0701
 JG0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0701
 JG0701.The geoid height was determined by GEOID03.
 JG0701
 JG0701;                    North         East     Units Scale Factor Converg.
 JG0701;SPC KS N     -    20,738.145   369,078.204   MT  1.00003765   -0 13 27.6
 JG0701;SPC KS S     -   605,663.678   412,683.732   MT  0.99999103   +0 05 21.8
 JG0701;UTM  14      - 4,263,665.575   556,266.167   MT  0.99963899   +0 24 07.1
 JG0701
 JG0701                          SUPERSEDED SURVEY CONTROL
 JG0701
 JG0701  NAD 83(1986)-  38 31 10.56502(N)    098 21 16.40913(W) AD(       ) 4
 JG0701  NAD 27      -  38 31 10.52700(N)    098 21 15.18200(W) AD(       ) 3
 JG0701
 JG0701.Superseded values are not recommended for survey control.
 JG0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0701.See file dsdata.txt to determine how the superseded data were derived.
 JG0701
 JG0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5626663666(NAD 83)
 JG0701_MARKER: 42 = RADIO/TV MAST
 JG0701
 JG0701  HISTORY     - Date     Condition        Report By
 JG0701  HISTORY     - 1952     FIRST OBSERVED   CGS
 JG0701  HISTORY     - 1967     GOOD             CGS
 JG0701
 JG0701                          STATION DESCRIPTION
 JG0701
 JG0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 JG0701'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0387 ***********************************************************************
 KJ0387  DESIGNATION -  NORTHRUP
 KJ0387  PID         -  KJ0387
 KJ0387  STATE/COUNTY-  KS/CHEYENNE
 KJ0387  USGS QUAD   -  WILLOW CREEK RANCH (1963)
 KJ0387
 KJ0387                         *CURRENT SURVEY CONTROL
 KJ0387  ___________________________________________________________________
 KJ0387* NAD 83(1997)-  39 52 32.08703(N)    102 00 53.19008(W)     ADJUSTED  
 KJ0387* NAVD 88     -      1143.86   (+/-2cm)    3752.8    (feet)  VERTCON   
 KJ0387  ___________________________________________________________________
 KJ0387  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 KJ0387  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 KJ0387
 KJ0387  HORZ ORDER  -  FIRST
 KJ0387  VERT ORDER  -  THIRD ? (See Below)
 KJ0387
 KJ0387.The horizontal coordinates were established by classical geodetic methods
 KJ0387.and adjusted by the National Geodetic Survey in October 1998..
 KJ0387
 KJ0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0387.The vertical order pertains to the NGVD 29 superseded value.
 KJ0387
 KJ0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0387
 KJ0387.The geoid height was determined by GEOID03.
 KJ0387
 KJ0387;                    North         East     Units Scale Factor Converg.
 KJ0387;SPC KS N     -   178,827.117    56,648.372   MT  1.00001627   -2 32 24.7
 KJ0387;SPC CO N     -   370,864.449 1,212,474.822   MT  0.99997816   +2 15 06.9
 KJ0387;SPC CO N     - 1,216,744.45  3,977,927.81   sFT  0.99997816   +2 15 06.9
 KJ0387;UTM  13      - 4,418,214.053   755,300.569   MT  1.00040249   +1 54 53.7
 KJ0387;UTM  14      - 4,418,298.980   242,171.854   MT  1.00041846   -1 56 02.1
 KJ0387
 KJ0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0387!SPC KS N     -   0.99982414  x   1.00001627  =   0.99984041
 KJ0387!SPC CO N     -   0.99982414  x   0.99997816  =   0.99980231
 KJ0387!UTM  13      -   0.99982414  x   1.00040249  =   1.00022656
 KJ0387!UTM  14      -   0.99982414  x   1.00041846  =   1.00024253
 KJ0387
 KJ0387:                Primary Azimuth Mark                     Grid Az
 KJ0387:SPC KS N     -  BIRD CITY MUNICIPAL TANK                 111 35 48.0
 KJ0387:SPC CO N     -  BIRD CITY MUNICIPAL TANK                 106 48 16.4
 KJ0387:UTM  13      -  BIRD CITY MUNICIPAL TANK                 107 08 29.6
 KJ0387:UTM  14      -  BIRD CITY MUNICIPAL TANK                 110 59 25.4
 KJ0387
 KJ0387|---------------------------------------------------------------------|
 KJ0387| PID    Reference Object                     Distance      Geod. Az  |
 KJ0387|                                                           dddmmss.s |
 KJ0387| KH0709 BIRD CITY MUNICIPAL TANK            APPROX.43.7 KM 1090323.3 |
 KJ0387| KH0720 CHURCH SPIRE SE OF NORTHRUP         APPROX.12.0 KM 1242258.8 |
 KJ0387| CP7844 NORTHRUP RM 1                       259.690 METERS 14030     |
 KJ0387| KH0715 CHEYENNE 2                          APPROX.30.8 KM 1673544.7 |
 KJ0387| CP7843 NORTHRUP AZ MK                                     2031813.2 |
 KJ0387| CP7845 NORTHRUP RM 2                       153.924 METERS 26833     |
 KJ0387|---------------------------------------------------------------------|
 KJ0387
 KJ0387                          SUPERSEDED SURVEY CONTROL
 KJ0387
 KJ0387  NAD 83(1997)-  39 52 32.08712(N)    102 00 53.18994(W) AD(       ) 1
 KJ0387  NAD 83(1997)-  39 52 32.08682(N)    102 00 53.19001(W) AD(       ) 1
 KJ0387  NAD 83(1986)-  39 52 32.08630(N)    102 00 53.18936(W) AD(       ) 1
 KJ0387  NAD 27      -  39 52 32.11900(N)    102 00 51.52600(W) AD(       ) 1
 KJ0387  NGVD 29 (07/19/86) 1143.39   (m)         3751.3    (f) LEVELING    3  
 KJ0387
 KJ0387.Superseded values are not recommended for survey control.
 KJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0387.See file dsdata.txt to determine how the superseded data were derived.
 KJ0387
 KJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE5530118214(NAD 83)
 KJ0387_MARKER: DS = TRIANGULATION STATION DISK
 KJ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0387
 KJ0387  HISTORY     - Date     Condition        Report By
 KJ0387  HISTORY     - 1933     MONUMENTED       CGS
 KJ0387  HISTORY     - 1968     GOOD             USGS
 KJ0387
 KJ0387                          STATION DESCRIPTION
 KJ0387
 KJ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 KJ0387'STATION IS ABOUT 12 MILES SW OF HAIGLER, 13 MILES NW OF SAINT
 KJ0387'FRANCIS IS SE 1/4 SEC. 15, T 2 S, R 42 W, ON LAND OWNED BY
 KJ0387'RAY W. NORTHRUP.
 KJ0387'
 KJ0387'STATION IS 1 FOOT S OF E AND W, N CORRAL FENCE AROUND NORTHRUPS
 KJ0387'BUILDINGS AND ABOUT 900 FEET W OF SECTION LINE ROAD, RUNNING
 KJ0387'ON E SIDE OF HOUSE.
 KJ0387'
 KJ0387'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KJ0387'BRONZE DISKS SET IN CONCRETE.
 KJ0387'
 KJ0387'REFERENCE MARK NO. 1 IS SE OF STATION IN N AND S FENCE LINE.
 KJ0387'
 KJ0387'REFERENCE MARK NO. 2 IS W OF STATION IN NW FENCE CORNER OF
 KJ0387'CORRAL LOT.
 KJ0387'
 KJ0387'AZIMUTH MARK IS SW OF STATION IN SW FENCE CORNER OF CORRAL
 KJ0387'LOT, ON N BANK OF E AND W SECTION LINE ROAD.
 KJ0387'
 KJ0387'REACHED FROM SAINT FRANCIS, FOLLOW STATE HIGHWAY 27 NW 13.2
 KJ0387'MILES TO CROSSROADS, 1 MILE N OF SCHOOL BUILDING, THENCE
 KJ0387'W 4 MILES TO NORTHRUPS HOUSE.  FOLLOW ROAD N FROM HOUSE 0.2
 KJ0387'MILE TO FENCE CORNER, THENCE W, LEFT, ALONG FENCE LINE 300 YARDS
 KJ0387'TO STATION.
 KJ0387'
 KJ0387'HEIGHT OF LIGHT ABOVE STATION MARK - 17.47 METERS.
 KJ0387
 KJ0387                          STATION RECOVERY (1968)
 KJ0387
 KJ0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 KJ0387'ABOVE DISTANCES DO NOT AGREE WITH USC AND GS VALUES BY 1.9 FT.
 KJ0387'TO REFERENCE MARK NO. 2 AND 0.05 FT. TO REFERENCE MARK NO. 1.
 KJ0387'
 KJ0387'THE STATION IS LOCATED NORTH 57 DEG WEST ABOUT 13.8 MILES
 KJ0387'AIRLINE FROM ST. FRANCIS, KANSAS ABOUT 1,120 FEET NORTH AND
 KJ0387'850 FEET WEST OF X-RDS. AT THE SOUTHEAST CORNER OF SECTION 15,
 KJ0387'T.2S., R.42W.
 KJ0387'
 KJ0387'TO REACH FROM ST. FRANCIS, GO 1.5 MILES WEST ON U.S. HIGHWAY
 KJ0387'36 TO THE JUNCTION OF STATE HIGHWAY 27, TURN RIGHT AND GO
 KJ0387'12.0 MILES NORTH AND WEST ON STATE HIGHWAY 27 TO A X-RDS.,
 KJ0387'1.0 MILE NORTH OF THE NORTHRUP SCHOOL.  TURN LEFT AND GO 4.0
 KJ0387'MILES WEST ON GRAVEL ROAD TO A X-RDS., CONTINUE STRAIGHT AHEAD
 KJ0387'200 FEET TO A DRIVEWAY RIGHT, TURN RIGHT AND GO 500 FEET NORTH
 KJ0387'TO THE WEST END OF A EAST-WEST ROW OF SHELTER BELT TREES OF
 KJ0387'AN ABANDONED FARM AND END OF TRUCK TRAVEL AT REFERENCE MARK
 KJ0387'NO. 1.  THE STATION IS IN A CULTIVATED FIELD 852 FEET
 KJ0387'NORTHWEST OF THE REFERENCE MARK AND 1 FOOT WEST OF A USC AND
 KJ0387'GS WITNESS SIGN MOUNTED ON A WOOD POST.
 KJ0387'
 KJ0387'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 KJ0387'PROJECTING 0.2 FOOT AND IS STAMPED NORTHRUP 1933.
 KJ0387'
 KJ0387'REFERENCE MARK NO. 1--A USC AND GS BRONZE REFERENCE MARK DISK
 KJ0387'SET IN A CONCRETE POST PROJECTING 0.4 FOOT IN A CULTIVATED
 KJ0387'FIELD.  THE DISK IS STAMPED NORTHRUP 1933 R.M. NO. 1.
 KJ0387'
 KJ0387'REFERENCE MARK NO. 2--A USC AND GS BRONZE REFERENCE MARK DISK
 KJ0387'SET IN A CONCRETE POST PROJECTING 0.2 FOOT IN A CULTIVATED
 KJ0387'FIELD.  THE DISK IS STAMPED NORTHRUP 1933 R.M. NO. 2.
 KJ0387'
 KJ0387'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  STATION EXTRA
 KJ0387'ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE AZIMUTH
 KJ0387'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0585 ***********************************************************************
 KJ0585  DESIGNATION -  NORTHRUP RM 2
 KJ0585  PID         -  KJ0585
 KJ0585  STATE/COUNTY-  KS/CHEYENNE
 KJ0585  USGS QUAD   -  WILLOW CREEK RANCH (1963)
 KJ0585
 KJ0585                         *CURRENT SURVEY CONTROL
 KJ0585  ___________________________________________________________________
 KJ0585* NAD 83(1997)-  39 52 31.96040(N)    102 00 59.66468(W)     ADJUSTED  
 KJ0585* NAVD 88     -      1143.32   (+/-2cm)    3751.0    (feet)  VERTCON   
 KJ0585  ___________________________________________________________________
 KJ0585  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 KJ0585  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 KJ0585
 KJ0585  HORZ ORDER  -  THIRD
 KJ0585  VERT ORDER  -  THIRD ? (See Below)
 KJ0585
 KJ0585.The horizontal coordinates were established by classical geodetic methods
 KJ0585.and adjusted by the National Geodetic Survey in October 1998..
 KJ0585
 KJ0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0585.The vertical order pertains to the NGVD 29 superseded value.
 KJ0585
 KJ0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0585
 KJ0585.The geoid height was determined by GEOID03.
 KJ0585
 KJ0585;                    North         East     Units Scale Factor Converg.
 KJ0585;SPC KS N     -   178,830.036    56,494.488   MT  1.00001626   -2 32 28.8
 KJ0585;SPC CO N     -   370,854.502 1,212,321.238   MT  0.99997816   +2 15 02.7
 KJ0585;SPC CO N     - 1,216,711.81  3,977,423.93   sFT  0.99997816   +2 15 02.7
 KJ0585;UTM  13      - 4,418,205.006   755,146.864   MT  1.00040152   +1 54 49.6
 KJ0585;UTM  14      - 4,418,300.271   242,017.886   MT  1.00041944   -1 56 06.2
 KJ0585
 KJ0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0585!SPC KS N     -   0.99982423  x   1.00001626  =   0.99984048
 KJ0585!SPC CO N     -   0.99982423  x   0.99997816  =   0.99980239
 KJ0585!UTM  13      -   0.99982423  x   1.00040152  =   1.00022568
 KJ0585!UTM  14      -   0.99982423  x   1.00041944  =   1.00024359
 KJ0585
 KJ0585                          SUPERSEDED SURVEY CONTROL
 KJ0585
 KJ0585  NAD 83(1997)-  39 52 31.96043(N)    102 00 59.66444(W) AD(       ) 3
 KJ0585  NAD 83(1997)-  39 52 31.96025(N)    102 00 59.66469(W) AD(       ) 3
 KJ0585  NAD 83(1997)-  39 52 31.96065(N)    102 00 59.66447(W) AD(       ) 3
 KJ0585  NGVD 29 (01/21/92) 1142.85   (m)         3749.5    (f) LEVELING    3  
 KJ0585
 KJ0585.Superseded values are not recommended for survey control.
 KJ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0585.See file dsdata.txt to determine how the superseded data were derived.
 KJ0585
 KJ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE5514718205(NAD 83)
 KJ0585_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KJ0585_SETTING: 0 = UNSPECIFIED SETTING
 KJ0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0585
 KJ0585  HISTORY     - Date     Condition        Report By
 KJ0585  HISTORY     - 1933     MONUMENTED       CGS
 KJ0585  HISTORY     - 1963     GOOD             USGS
 KJ0585
 KJ0585                          STATION DESCRIPTION
 KJ0585
 KJ0585'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 KJ0585'DESCRIPTION REVISED AS FOLLOWS
 KJ0585'
 KJ0585'THE STATION MARK FOR THIS REFERENCE MARK IS ABOUT 900 FT. W. OF N-S.
 KJ0585'RD., AND ABOUT 1100 FT. N. OF E-W. RD., ABOUT 800 FT. N. OF NW. CORNER
 KJ0585'OF WIND BREAKER TREES, ON THE HIGHEST HILL IN VICINITY IN CULTIVATED
 KJ0585'FIELD.
 KJ0585'
 KJ0585'STATION MARK--STANDARD USC AND GS REFERENCE MARK DISK, STAMPED
 KJ0585'---NORTHRUP NO. 2---, SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0377 ***********************************************************************
 KG0377  DESIGNATION -  NORTON
 KG0377  PID         -  KG0377
 KG0377  STATE/COUNTY-  KS/NORTON
 KG0377  USGS QUAD   -  NORTON (1978)
 KG0377
 KG0377                         *CURRENT SURVEY CONTROL
 KG0377  ___________________________________________________________________
 KG0377* NAD 83(1986)-  39 49 51.     (N)    099 53 17.     (W)     SCALED    
 KG0377* NAVD 88     -       693.018  (meters)    2273.68   (feet)  ADJUSTED  
 KG0377  ___________________________________________________________________
 KG0377  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 KG0377  DYNAMIC HT  -         692.563 (meters)    2272.18  (feet)  COMP
 KG0377  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 KG0377
 KG0377  VERT ORDER  -  FIRST     CLASS II
 KG0377
 KG0377.The horizontal coordinates were scaled from a topographic map and have
 KG0377.an estimated accuracy of +/- 6 seconds.
 KG0377
 KG0377.The orthometric height was determined by differential leveling
 KG0377.and adjusted by the National Geodetic Survey in June 1991..
 KG0377.WARNING-Repeat measurements at this control monument indicate possible
 KG0377.vertical movement.
 KG0377
 KG0377.The geoid height was determined by GEOID03.
 KG0377
 KG0377.The dynamic height is computed by dividing the NAVD 88
 KG0377.geopotential number by the normal gravity value computed on the
 KG0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0377.degrees latitude (g = 980.6199 gals.).
 KG0377
 KG0377.The modeled gravity was interpolated from observed gravity values.
 KG0377
 KG0377;                    North         East    Units  Estimated Accuracy
 KG0377;SPC KS N     -   167,930.      238,390.      MT  (+/- 180 meters Scaled)
 KG0377
 KG0377                          SUPERSEDED SURVEY CONTROL
 KG0377
 KG0377  NGVD 29 (02/14/92)  692.756  (m)         2272.82   (f) ADJUSTED    1 2
 KG0377
 KG0377.Superseded values are not recommended for survey control.
 KG0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0377.See file dsdata.txt to determine how the superseded data were derived.
 KG0377
 KG0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK240093(NAD 83)
 KG0377_MARKER: DB = BENCH MARK DISK
 KG0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0377_SP_SET: CONCRETE POST
 KG0377_STAMPING: NORTON 1933 2272.938
 KG0377_MARK LOGO: CGS   
 KG0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0377+STABILITY: SURFACE MOTION
 KG0377
 KG0377  HISTORY     - Date     Condition        Report By
 KG0377  HISTORY     - 1933     MONUMENTED       CGS
 KG0377  HISTORY     - 1941     GOOD             NGS
 KG0377  HISTORY     - 1966     GOOD             NGS
 KG0377  HISTORY     - 1986     GOOD             NGS
 KG0377  HISTORY     - 20060513 GOOD             GEOCAC
 KG0377
 KG0377                          STATION DESCRIPTION
 KG0377
 KG0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0377'AT NORTON.
 KG0377'AT NORTON, AT THE NORTHEAST CORNER OF THE INTERSECTION OF NORTH
 KG0377'STATE STREET AND LINCOLN AVENUE, AT THE PUBLIC LIBRARY, IN THE
 KG0377'YARD, 3 FEET EAST OF THE EAST EDGE OF THE EAST SIDEWALK ON NORTH
 KG0377'STATE STREET, AND AT THE NORTH EDGE OF THE NORTH SIDEWALK ON
 KG0377'LINCOLN AVENUE.  A STANDARD DISK, STAMPED 2272.938 NORTON 1933
 KG0377'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 KG0377'GROUND.
 KG0377
 KG0377                          STATION RECOVERY (1966)
 KG0377
 KG0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KG0377'RECOVERED IN GOOD CONDITION.
 KG0377
 KG0377                          STATION RECOVERY (1986)
 KG0377
 KG0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0377'RECOVERED IN GOOD CONDITION.
 KG0377
 KG0377                          STATION RECOVERY (2006)
 KG0377
 KG0377'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0377'THE PUBLIC LIBRARY BUILDING IS NOW OCCUPIED BY THE NORTON COUNTY
 KG0377'MUSEUM.  THE STATION IS LOCATED ON THE NORTH EDGE OF THE SIDEWALK THAT
 KG0377'RUNS ALONG THE NORTH SIDE OF LINCOLN STREET. HANDHELD COORDINATES ARE
 KG0377'N39-49-48.72 W099-53-19.56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0518 ***********************************************************************
 KG0518  DESIGNATION -  NORTON
 KG0518  PID         -  KG0518
 KG0518  STATE/COUNTY-  KS/NORTON
 KG0518  USGS QUAD   -  NORTON (1978)
 KG0518
 KG0518                         *CURRENT SURVEY CONTROL
 KG0518  ___________________________________________________________________
 KG0518* NAD 83(1997)-  39 50 15.22035(N)    099 53 43.21036(W)     ADJUSTED  
 KG0518* NAVD 88     -       713.144  (meters)    2339.71   (feet)  ADJUSTED  
 KG0518  ___________________________________________________________________
 KG0518  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 KG0518  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KG0518  DYNAMIC HT  -         712.676 (meters)    2338.17  (feet)  COMP
 KG0518  MODELED GRAV-     979,946.8   (mgal)                       NAVD 88
 KG0518
 KG0518  HORZ ORDER  -  FIRST
 KG0518  VERT ORDER  -  FIRST     CLASS II
 KG0518
 KG0518.The horizontal coordinates were established by classical geodetic methods
 KG0518.and adjusted by the National Geodetic Survey in October 1998..
 KG0518
 KG0518.The orthometric height was determined by differential leveling
 KG0518.and adjusted by the National Geodetic Survey in June 1991..
 KG0518
 KG0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0518
 KG0518.The geoid height was determined by GEOID03.
 KG0518
 KG0518.The dynamic height is computed by dividing the NAVD 88
 KG0518.geopotential number by the normal gravity value computed on the
 KG0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0518.degrees latitude (g = 980.6199 gals.).
 KG0518
 KG0518.The modeled gravity was interpolated from observed gravity values.
 KG0518
 KG0518;                    North         East     Units Scale Factor Converg.
 KG0518;SPC KS N     -   168,691.036   237,777.417   MT  1.00000925   -1 11 57.1
 KG0518;UTM  14      - 4,410,111.812   423,393.018   MT  0.99967225   -0 34 24.9
 KG0518
 KG0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0518!SPC KS N     -   0.99989200  x   1.00000925  =   0.99990125
 KG0518!UTM  14      -   0.99989200  x   0.99967225  =   0.99956429
 KG0518
 KG0518:                Primary Azimuth Mark                     Grid Az
 KG0518:SPC KS N     -  NORTONPORT                               019 46 07.0
 KG0518:UTM  14      -  NORTONPORT                               019 08 34.8
 KG0518
 KG0518|---------------------------------------------------------------------|
 KG0518| PID    Reference Object                     Distance      Geod. Az  |
 KG0518|                                                           dddmmss.s |
 KG0518| KG0831 NORTONPORT                          APPROX. 0.9 KM 0183409.9 |
 KG0518| CO1944 NORTON RM 1                          39.183 METERS 06831     |
 KG0518| KG0825 NORTON TB SANITARIUM LAUND STK      APPROX. 6.8 KM 0820642.2 |
 KG0518| KG0827 NORTON MUNICIPAL TANK                45.168 METERS 09256     |
 KG0518| CO1945 NORTON RM 2                          35.509 METERS 11653     |
 KG0518| CO1943 NORTON AZ MK                                       2231533.4 |
 KG0518| KH0723 NORCATUR ST MARKS EVAN LUTH CH      APPROX.25.1 KM 2695924.6 |
 KG0518|---------------------------------------------------------------------|
 KG0518
 KG0518                          SUPERSEDED SURVEY CONTROL
 KG0518
 KG0518  NAD 83(1997)-  39 50 15.22187(N)    099 53 43.21109(W) AD(       ) 1
 KG0518  NAD 83(1986)-  39 50 15.22576(N)    099 53 43.21314(W) AD(       ) 1
 KG0518  NAD 27      -  39 50 15.21100(N)    099 53 41.76900(W) AD(       ) 1
 KG0518  NGVD 29 (02/14/92)  712.883  (m)         2338.85   (f) ADJUSTED    1 2
 KG0518
 KG0518.Superseded values are not recommended for survey control.
 KG0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0518.See file dsdata.txt to determine how the superseded data were derived.
 KG0518
 KG0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK2339310112(NAD 83)
 KG0518_MARKER: DS = TRIANGULATION STATION DISK
 KG0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0518_SP_SET: CONCRETE POST
 KG0518_STAMPING: NORTON 1934
 KG0518_MARK LOGO: CGS   
 KG0518_PROJECTION: FLUSH
 KG0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0518+STABILITY: SURFACE MOTION
 KG0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KG0518+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 KG0518
 KG0518  HISTORY     - Date     Condition        Report By
 KG0518  HISTORY     - 1934     MONUMENTED       CGS
 KG0518  HISTORY     - 1950     GOOD             CGS
 KG0518  HISTORY     - 1986     GOOD             NGS
 KG0518  HISTORY     - 20060513 GOOD             GEOCAC
 KG0518
 KG0518                          STATION DESCRIPTION
 KG0518
 KG0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0518'STATION IS LOCATED IN THE NORTHWEST PART OF THE CITY OF NORTON
 KG0518'ON CITY PROPERTY, 145 FEET DUE WEST OF WEST SIDE OF STANDPIPE OF
 KG0518'TANK BELONGING TO CITY, ON THE WEST BOUNDARY OF SAID PROPERTY,
 KG0518'IN NORTH-SOUTH ROW OF TREES, IN CENTER OF NORTH-SOUTH LINE OF
 KG0518'SAID PROPERTY.
 KG0518'
 KG0518'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY
 KG0518'21 IN NORTON, GO NORTH ON STATE HIGHWAY 21 FOR 7 BLOCKS, TURN
 KG0518'WEST OFF STATE HIGHWAY 21 ONE BLOCK BEFORE REACHING HOSPITAL ON
 KG0518'RIGHT, AND GO 4 BLOCKS TO END OF STREET AND STATION.
 KG0518'
 KG0518'REFERENCE MARK NO. 1 IS 210 FEET WEST OF CENTERLINE OF JONES
 KG0518'AVENUE, 15 FEET NORTH OF NORTHWEST CORNER OF FENCE AROUND
 KG0518'MUNICIPAL WATER TANK.
 KG0518'
 KG0518'REFERENCE MARK NO. 2 IS 235 FEET WEST OF CENTERLINE OF JONES
 KG0518'AVENUE, 15 FEET WEST OF SOUTHWEST CORNER OF FENCE AROUND TANK.
 KG0518'
 KG0518'TO REACH AZIMUTH MARK FROM TANK, GO EAST 2 BLOCKS, TURN SOUTH
 KG0518'AND GO 0.7 MILE, TURN RIGHT (WEST) AND GO 0.5 MILE TO TOP OF
 KG0518'GRADE.  MARK IS 30 FEET NORTH OF SECTION-LINE ROAD, 20 FEET WEST
 KG0518'OF CENTERLINE OF PRIVATE APPROACH.
 KG0518'
 KG0518'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE AS
 KG0518'DESCRIBED.
 KG0518'
 KG0518'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 KG0518
 KG0518                          STATION RECOVERY (1950)
 KG0518
 KG0518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0518'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 KG0518'RECOVERED AND ARE IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 KG0518'DESTROYED AND A NEW AZIMUTH ESTABLISHED.
 KG0518'
 KG0518'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KG0518'
 KG0518'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF NORTON, KANSAS ON
 KG0518'CITY PROPERTY OCCUPIED BY THE MUNICIPAL WATER TANK.  IT IS IN A
 KG0518'NORTH-SOUTH ROW OF TREES ON THE WEST SIDE OF WATER TANK, 148 FEET
 KG0518'WEST OF THE CENTER OF WATER TANK AND 4 FEET SOUTH OF WITNESS POST.
 KG0518'IT IS STAMPED NORTON 1934 AND SET FLUSH WITH THE SURFACE OF THE
 KG0518'GROUND.
 KG0518'
 KG0518'REFERENCE MARK NO. 1 IS 210 FEET WEST OF JONES AVENUE AND 60
 KG0518'FEET NORTHWEST OF THE CENTER OF WATER TANK.  IT IS STAMPED
 KG0518'NORTON NO 1 1934 AND PROJECTS 4 INCHES.
 KG0518'
 KG0518'REFERENCE MARK NO. 2 IS 235 FEET WEST OF JONES AVENUE, 200 FEET
 KG0518'NORTH OF THE NORTHWEST CORNER OF SCHOOL AND 60 FEET SOUTHWEST OF
 KG0518'THE CENTER OF WATER TANK.  IT IS STAMPED NORTON NO 2 1934 AND
 KG0518'PROJECTS 3 INCHES.
 KG0518'
 KG0518'TRIANGULATION STATION NORTONPORT WAS USED AS THE AZIMUTH MARK
 KG0518'AND IS LOCATED ON THE NORTON MUNICIPAL AIRPORT ABOUT 0.25 MILE
 KG0518'SOUTHWEST OF THE AIRPORT OFFICE IN THE SOUTHEAST ANGLE OF THE
 KG0518'INTERSECTION OF NORTH-SOUTH AND EAST-WEST RUNWAYS.  IT IS 115
 KG0518'FEET SOUTH-SOUTHEAST OF THE BOUNDRY LIGHT MARKING THE SOUTHEAST
 KG0518'ANGLE OF RUNWAYS AND IN AN OLD FENCE LINE.  IT IS STAMPED
 KG0518'NORTONPORT 1950 AND PROJECTS 2 INCHES.
 KG0518'
 KG0518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE
 KG0518'EAST SIDE OF ROW OF TREES FOR 0.1 MILE TO U.S. HIGHWAY 36, TURN
 KG0518'RIGHT AND GO EAST ON U.S. HIGHWAY 36 FOR 0.4 MILE TO JUNCTION
 KG0518'WITH U.S. HIGHWAY 283, TURN LEFT AND GO NORTH ON U.S. HIGHWAY 283
 KG0518'FOR 0.55 MILE TO MAIN GATE OF AIRPORT ON THE LEFT, TURN LEFT
 KG0518'INTO AIRPORT AND GO SOUTHWEST ACROSS THE AIRPORT FOR 0.25 MILE
 KG0518'TO AZIMUTH MARK (NORTONPORT) IN SOUTHEAST ANGLE OF NORTH-SOUTH
 KG0518'AND EAST-WEST RUNWAYS AT THEIR JUNCTION.
 KG0518'
 KG0518'OBSERVATIONS MADE FROM A 4 FOOT STAND.
 KG0518
 KG0518                          STATION RECOVERY (1986)
 KG0518
 KG0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0518'IN NORTON.
 KG0518'IN NORTON, ON THE PROPERTY LINE OF A CITY PARK AND THE HILLCREST
 KG0518'MOTEL, 84.7 METERS (278 FT) WEST OF THE CENTER OF JONES AVENUE, 45.1
 KG0518'METERS (148 FT) WEST OF THE CENTER OF THE CENTER LEG OF THE CITY WATER
 KG0518'TOWER, 33.2 METERS (109 FT) NORTH OF THE NORTH CURB OF THE EAST-WEST
 KG0518'PARKING LOT FOR THE JR. HIGH SCHOOL, 30.4 METERS (100 FT) NORTHEAST OF
 KG0518'THE NORTHEAST CORNER OF AN EAST-WEST ROW OF ROOMS OF THE MOTEL AND
 KG0518'12.5 METERS (41 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KG0518'NORTH-SOUTH ROW OF ROOMS OF THE MOTEL.
 KG0518'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 KG0518
 KG0518                          STATION RECOVERY (2006)
 KG0518
 KG0518'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0518'FOUND THE STATION AND BOTH REFERENCE MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0546 ***********************************************************************
 KG0546  DESIGNATION -  NORTON AZ MK 2
 KG0546  PID         -  KG0546
 KG0546  STATE/COUNTY-  KS/NORTON
 KG0546  USGS QUAD   -  NORTON (1978)
 KG0546
 KG0546                         *CURRENT SURVEY CONTROL
 KG0546  ___________________________________________________________________
 KG0546* NAD 83(1986)-  39 51 20.     (N)    099 53 32.     (W)     SCALED    
 KG0546* NAVD 88     -       719.234  (meters)    2359.69   (feet)  ADJUSTED  
 KG0546  ___________________________________________________________________
 KG0546  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KG0546  DYNAMIC HT  -         718.762 (meters)    2358.14  (feet)  COMP
 KG0546  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 KG0546
 KG0546  VERT ORDER  -  THIRD
 KG0546
 KG0546.This mark is at Norton Municipal Airport (NRN)
 KG0546
 KG0546.The horizontal coordinates were scaled from a topographic map and have
 KG0546.an estimated accuracy of +/- 6 seconds.
 KG0546
 KG0546.The orthometric height was determined by differential leveling
 KG0546.and adjusted by the National Geodetic Survey in June 1991..
 KG0546
 KG0546.The geoid height was determined by GEOID03.
 KG0546
 KG0546.The dynamic height is computed by dividing the NAVD 88
 KG0546.geopotential number by the normal gravity value computed on the
 KG0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0546.degrees latitude (g = 980.6199 gals.).
 KG0546
 KG0546.The modeled gravity was interpolated from observed gravity values.
 KG0546
 KG0546;                    North         East    Units  Estimated Accuracy
 KG0546;SPC KS N     -   170,680.      238,090.      MT  (+/- 180 meters Scaled)
 KG0546
 KG0546                          SUPERSEDED SURVEY CONTROL
 KG0546
 KG0546.No superseded survey control is available for this station.
 KG0546
 KG0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK236121(NAD 83)
 KG0546_MARKER: DZ = AZIMUTH MARK DISK
 KG0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0546_SP_SET: CONCRETE POST
 KG0546_STAMPING: NORTON 2 1986
 KG0546_MARK LOGO: NGS   
 KG0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0546+STABILITY: SURFACE MOTION
 KG0546
 KG0546  HISTORY     - Date     Condition        Report By
 KG0546  HISTORY     - 1986     MONUMENTED       NGS
 KG0546  HISTORY     - 1987     GOOD             NOS
 KG0546
 KG0546                          STATION DESCRIPTION
 KG0546
 KG0546'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 KG0546'1.6 KM (1.00 MI) NORTH FROM NORTON.
 KG0546'THE STATION IS LOCATED AT THE NORTON MUNICIPAL AIRPORT NEAR THE
 KG0546'EXTREME NORTH END OF RUNWAY 17-35.  PERMISSION MUST BE GRANTED BY THE
 KG0546'AIRPORT MANAGER PRIOR TO ENTERING THE AIRPORT PROPER.  THE STATION IS
 KG0546'A STANDARD NGS AZIMUTH MARK SET INTO THE TOP OF A 10 INCH DIAMETER
 KG0546'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS LOCATED 181.3 FEET
 KG0546'SOUTH OF THE MOST EASTERLY ONE OF THREE RUNWAY END LIGHTS, 178 FEET
 KG0546'SOUTH OF THE NORTH END OF THE NEW CONCRETE RUNWAY, 31 FEET EAST OF
 KG0546'THE EAST EDGE OF THE RUNWAY, AND 22.2 FEET EAST OF THE NORTH-SOUTH
 KG0546'BOUNDARY RUNWAY LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0827 ***********************************************************************
 KG0827  DESIGNATION -  NORTON MUNICIPAL TANK
 KG0827  PID         -  KG0827
 KG0827  STATE/COUNTY-  KS/NORTON
 KG0827  USGS QUAD   -  NORTON (1978)
 KG0827
 KG0827                         *CURRENT SURVEY CONTROL
 KG0827  ___________________________________________________________________
 KG0827* NAD 83(1997)-  39 50 15.14553(N)    099 53 41.31315(W)     ADJUSTED  
 KG0827* NAVD 88     -                                                        
 KG0827  ___________________________________________________________________
 KG0827  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 KG0827  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KG0827
 KG0827  HORZ ORDER  -  THIRD
 KG0827
 KG0827.The horizontal coordinates were established by classical geodetic methods
 KG0827.and adjusted by the National Geodetic Survey in October 1998..
 KG0827
 KG0827
 KG0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0827
 KG0827.The geoid height was determined by GEOID03.
 KG0827
 KG0827;                    North         East     Units Scale Factor Converg.
 KG0827;SPC KS N     -   168,687.785   237,822.468   MT  1.00000924   -1 11 55.9
 KG0827;UTM  14      - 4,410,109.054   423,438.087   MT  0.99967216   -0 34 23.7
 KG0827
 KG0827                          SUPERSEDED SURVEY CONTROL
 KG0827
 KG0827  NAD 83(1997)-  39 50 15.14709(N)    099 53 41.31390(W) AD(       ) 4
 KG0827  NAD 83(1986)-  39 50 15.15104(N)    099 53 41.31569(W) AD(       ) 4
 KG0827  NAD 27      -  39 50 15.13600(N)    099 53 39.86500(W) AD(       ) 3
 KG0827
 KG0827.Superseded values are not recommended for survey control.
 KG0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0827.See file dsdata.txt to determine how the superseded data were derived.
 KG0827
 KG0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK2343810109(NAD 83)
 KG0827_MARKER: 53 = ELEVATED TANK
 KG0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KG0827+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 KG0827
 KG0827  HISTORY     - Date     Condition        Report By
 KG0827  HISTORY     - 1934     FIRST OBSERVED   CGS
 KG0827  HISTORY     - 1950     GOOD             CGS
 KG0827  HISTORY     - 1987     GOOD             NOS
 KG0827  HISTORY     - 20060513 GOOD             GEOCAC
 KG0827
 KG0827                          STATION DESCRIPTION
 KG0827
 KG0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0827'POINT OBSERVED UPON WAS FINIAL ON MUNICIPAL WATER TANK, IN THE
 KG0827'NORTHWESTERN PART OF TOWN OF NORTON, APPROXIMATELY 125 FEET
 KG0827'HIGH, BUILT APPROXIMATELY 1930.
 KG0827'
 KG0827'OBJECT WAS OBSERVED FROM NORTON, RITTER, COPE, MARVIN, AND MAN.
 KG0827
 KG0827                          STATION RECOVERY (1950)
 KG0827
 KG0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0827'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF NORTON.  IT IS
 KG0827'325 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 36, 200 FEET
 KG0827'NORTH OF THE NORTON, JUNIOR HIGH SCHOOL AND 180 FEET WEST OF
 KG0827'NORTH JONES STREET.  IT IS A 6 LEGGED STEEL STRUCTURE SUPPORTING
 KG0827'THE TANK PROPER AND HAS AN OVERALL HEIGHT OF ABOUT 150 FEET.
 KG0827'IT IS SILVER IN COLOR AND HAS THE LETTERING NORTON ON THE EAST
 KG0827'AND WEST SIDES.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 KG0827'APEX OF THE TANK.
 KG0827
 KG0827                          STATION RECOVERY (1987)
 KG0827
 KG0827'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KG0827'THE STATION WAS RECOVERED AT THIS DATE.
 KG0827'STATION RECOVERED IN GOOD CONDITION.
 KG0827'
 KG0827'RECOVERED BY PBW.
 KG0827
 KG0827                          STATION RECOVERY (2006)
 KG0827
 KG0827'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0832 ***********************************************************************
 KG0832  DESIGNATION -  NORTON OLD CITY STANDPIPE
 KG0832  PID         -  KG0832
 KG0832  STATE/COUNTY-  KS/NORTON
 KG0832  USGS QUAD   -  NORTON (1978)
 KG0832
 KG0832                         *CURRENT SURVEY CONTROL
 KG0832  ___________________________________________________________________
 KG0832* NAD 83(1997)-  39 49 13.69774(N)    099 53 38.13586(W)     ADJUSTED  
 KG0832* NAVD 88     -                                                        
 KG0832  ___________________________________________________________________
 KG0832  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 KG0832  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 KG0832
 KG0832  HORZ ORDER  -  THIRD
 KG0832
 KG0832.The horizontal coordinates were established by classical geodetic methods
 KG0832.and adjusted by the National Geodetic Survey in October 1998..
 KG0832
 KG0832
 KG0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0832
 KG0832.The geoid height was determined by GEOID03.
 KG0832
 KG0832;                    North         East     Units Scale Factor Converg.
 KG0832;SPC KS N     -   166,791.429   237,858.363   MT  1.00000624   -1 11 53.9
 KG0832;UTM  14      - 4,408,213.840   423,494.671   MT  0.99967206   -0 34 20.9
 KG0832
 KG0832                          SUPERSEDED SURVEY CONTROL
 KG0832
 KG0832  NAD 83(1997)-  39 49 13.69927(N)    099 53 38.13658(W) AD(       ) 4
 KG0832  NAD 83(1986)-  39 49 13.70275(N)    099 53 38.13828(W) AD(       ) 4
 KG0832  NAD 27      -  39 49 13.68700(N)    099 53 36.69500(W) AD(       ) 3
 KG0832
 KG0832.Superseded values are not recommended for survey control.
 KG0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0832.See file dsdata.txt to determine how the superseded data were derived.
 KG0832
 KG0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK2349508214(NAD 83)
 KG0832_MARKER: 52 = STANDPIPE TANK
 KG0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KG0832+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2006
 KG0832
 KG0832  HISTORY     - Date     Condition        Report By
 KG0832  HISTORY     - 1934     FIRST OBSERVED   CGS
 KG0832  HISTORY     - 20060513 GOOD             GEOCAC
 KG0832
 KG0832                          STATION DESCRIPTION
 KG0832
 KG0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0832'POINT OBSERVED UPON WAS FINIAL OF FORMER CITY STANDPIPE IN THE
 KG0832'SOUTHWEST PART OF TOWN OF NORTON, APPROXIMATELY 60 FEET HIGH.
 KG0832'STANDPIPE IS NOW BEING USED AS OIL TANK BY THE STATE HIGHWAY
 KG0832'DEPARTMENT.
 KG0832'
 KG0832'OBJECT WAS OBSERVED FROM NORTON, MARVIN, AND COPE.
 KG0832
 KG0832                          STATION RECOVERY (2006)
 KG0832
 KG0832'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0828 ***********************************************************************
 KG0828  DESIGNATION -  NORTON REA WEST RADIO TOWER
 KG0828  PID         -  KG0828
 KG0828  STATE/COUNTY-  KS/NORTON
 KG0828  USGS QUAD   -  NORTON (1978)
 KG0828
 KG0828                         *CURRENT SURVEY CONTROL
 KG0828  ___________________________________________________________________
 KG0828* NAD 83(1997)-  39 48 18.41451(N)    099 53 25.65348(W)     ADJUSTED  
 KG0828* NAVD 88     -                                                        
 KG0828  ___________________________________________________________________
 KG0828  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 KG0828  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 KG0828
 KG0828  HORZ ORDER  -  THIRD
 KG0828
 KG0828.The horizontal coordinates were established by classical geodetic methods
 KG0828.and adjusted by the National Geodetic Survey in October 1998..
 KG0828
 KG0828
 KG0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0828
 KG0828.The geoid height was determined by GEOID03.
 KG0828
 KG0828;                    North         East     Units Scale Factor Converg.
 KG0828;SPC KS N     -   165,080.547   238,119.570   MT  1.00000361   -1 11 46.0
 KG0828;UTM  14      - 4,406,506.482   423,774.460   MT  0.99967153   -0 34 12.3
 KG0828
 KG0828                          SUPERSEDED SURVEY CONTROL
 KG0828
 KG0828  NAD 83(1997)-  39 48 18.41624(N)    099 53 25.65377(W) AD(       ) 4
 KG0828  NAD 83(1986)-  39 48 18.41926(N)    099 53 25.65601(W) AD(       ) 4
 KG0828  NAD 27      -  39 48 18.40100(N)    099 53 24.21800(W) AD(       ) 3
 KG0828
 KG0828.Superseded values are not recommended for survey control.
 KG0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0828.See file dsdata.txt to determine how the superseded data were derived.
 KG0828
 KG0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK2377406506(NAD 83)
 KG0828_MARKER: 43 = RADIO/TV TOWER
 KG0828
 KG0828  HISTORY     - Date     Condition        Report By
 KG0828  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0828
 KG0828                          STATION DESCRIPTION
 KG0828
 KG0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0828'THE STATION IS LOCATED ABOUT 1-3/4 MILES SOUTH OF NORTON AND
 KG0828'100 FEET WEST OF THE CENTER OF U.S. HIGHWAY 283.  IT IS A STEEL
 KG0828'STRUCTURE AND HAS AN OVERALL HEIGHT OF 225 FEET.  THE POINT
 KG0828'OBSERVED UPON WAS THE APEX OF THE TOWER.
 KG0828'
 KG0828'TO REACH THE STATION FROM THE BLINKER LIGHT AT THE CENTER OF
 KG0828'NORTON, GO SOUTH ON U.S. HIGHWAY 283 FOR 1.85 MILES TO THE
 KG0828'STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0829 ***********************************************************************
 KG0829  DESIGNATION -  NORTON ST POLICE E RADIO TOWER
 KG0829  PID         -  KG0829
 KG0829  STATE/COUNTY-  KS/NORTON
 KG0829  USGS QUAD   -  NORTON (1978)
 KG0829
 KG0829                         *CURRENT SURVEY CONTROL
 KG0829  ___________________________________________________________________
 KG0829* NAD 83(1997)-  39 48 26.48703(N)    099 53 20.47791(W)     ADJUSTED  
 KG0829* NAVD 88     -                                                        
 KG0829  ___________________________________________________________________
 KG0829  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 KG0829  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 KG0829
 KG0829  HORZ ORDER  -  THIRD
 KG0829
 KG0829.The horizontal coordinates were established by classical geodetic methods
 KG0829.and adjusted by the National Geodetic Survey in October 1998..
 KG0829
 KG0829
 KG0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0829
 KG0829.The geoid height was determined by GEOID03.
 KG0829
 KG0829;                    North         East     Units Scale Factor Converg.
 KG0829;SPC KS N     -   165,326.897   238,247.853   MT  1.00000399   -1 11 42.8
 KG0829;UTM  14      - 4,406,754.137   423,900.001   MT  0.99967130   -0 34 09.1
 KG0829
 KG0829                          SUPERSEDED SURVEY CONTROL
 KG0829
 KG0829  NAD 83(1997)-  39 48 26.48869(N)    099 53 20.47846(W) AD(       ) 4
 KG0829  NAD 83(1986)-  39 48 26.49174(N)    099 53 20.48052(W) AD(       ) 4
 KG0829  NAD 27      -  39 48 26.47400(N)    099 53 19.04100(W) AD(       ) 3
 KG0829
 KG0829.Superseded values are not recommended for survey control.
 KG0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0829.See file dsdata.txt to determine how the superseded data were derived.
 KG0829
 KG0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK2390006754(NAD 83)
 KG0829_MARKER: 43 = RADIO/TV TOWER
 KG0829
 KG0829  HISTORY     - Date     Condition        Report By
 KG0829  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0829  HISTORY     - 20060513 MARK NOT FOUND   GEOCAC
 KG0829
 KG0829                          STATION DESCRIPTION
 KG0829
 KG0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0829'THE STATION IS LOCATED ABOUT 1-3/4 MILES SOUTH OF NORTON AND
 KG0829'200 FEET WEST OF THE CENTER OF U.S. HIGHWAY 283.  IT IS A
 KG0829'STEEL STRUCTURE WITH AN OVERALL HEIGHT OF 195 FEET.  THE POINT
 KG0829'OBSERVED WAS THE APEX OF THE TOWER.
 KG0829'
 KG0829'TO REACH THE STATION FROM THE BLINKER LIGHT AT THE CENTER OF
 KG0829'NORTON, GO SOUTH ON U.S. HIGHWAY 283 FOR 1.8 MILES TO THE
 KG0829'STATION ON THE LEFT AS DESCRIBED.
 KG0829
 KG0829                          STATION RECOVERY (2006)
 KG0829
 KG0829'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0829'THERE IS NO RADIO TOWER AT THE LOCATION OF THE PUBLISHED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0823 ***********************************************************************
 KG0823  DESIGNATION -  NORTON ST TB SANITARIUM W TANK
 KG0823  PID         -  KG0823
 KG0823  STATE/COUNTY-  KS/NORTON
 KG0823  USGS QUAD   -  CALVERT (1978)
 KG0823
 KG0823                         *CURRENT SURVEY CONTROL
 KG0823  ___________________________________________________________________
 KG0823* NAD 83(1997)-  39 50 44.10325(N)    099 49 00.95112(W)     ADJUSTED  
 KG0823* NAVD 88     -                                                        
 KG0823  ___________________________________________________________________
 KG0823  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 KG0823  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KG0823
 KG0823  HORZ ORDER  -  THIRD
 KG0823
 KG0823.The horizontal coordinates were established by classical geodetic methods
 KG0823.and adjusted by the National Geodetic Survey in October 1998..
 KG0823
 KG0823
 KG0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0823
 KG0823.The geoid height was determined by GEOID03.
 KG0823
 KG0823;                    North         East     Units Scale Factor Converg.
 KG0823;SPC KS N     -   169,444.123   244,505.114   MT  1.00001069   -1 08 58.6
 KG0823;UTM  14      - 4,410,938.060   430,109.777   MT  0.99966013   -0 31 24.4
 KG0823
 KG0823                          SUPERSEDED SURVEY CONTROL
 KG0823
 KG0823  NAD 83(1997)-  39 50 44.10480(N)    099 49 00.95123(W) AD(       ) 4
 KG0823  NAD 83(1986)-  39 50 44.10429(N)    099 49 00.95356(W) AD(       ) 4
 KG0823  NAD 27      -  39 50 44.08400(N)    099 48 59.52600(W) AD(       ) 3
 KG0823
 KG0823.Superseded values are not recommended for survey control.
 KG0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0823.See file dsdata.txt to determine how the superseded data were derived.
 KG0823
 KG0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK3011010938(NAD 83)
 KG0823_MARKER: 53 = ELEVATED TANK
 KG0823
 KG0823  HISTORY     - Date     Condition        Report By
 KG0823  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0823  HISTORY     - 1987     GOOD             NOS
 KG0823
 KG0823                          STATION DESCRIPTION
 KG0823
 KG0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0823'THE STATION IS LOCATED ABOUT 4 MILES EAST OF NORTON AND 0.7
 KG0823'MILE NORTH OF U.S. HIGHWAY 36.  IT IS NEAR THE CENTER OF THE
 KG0823'STATE TUBERCULOSIS SANITARIUM, 80 FEET NORTH OF A HOSPITAL
 KG0823'BUILDING, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LAUNDRY
 KG0823'AND IT IS THE TALLEST AND MOST WESTERLY OF TWO TANKS.  IT IS
 KG0823'A STEEL STRUCTURE SUPPORTING THE TANK PROPER AND HAS AN OVERALL
 KG0823'HEIGHT OF ABOUT 110 FEET.  THE POINT OBSERVED UPON WAS THE
 KG0823'BALL AT THE APEX OF THE TANK.
 KG0823
 KG0823                          STATION RECOVERY (1987)
 KG0823
 KG0823'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KG0823'THE STATION WAS RECOVERED AT THIS DATE.
 KG0823'STATION IS IN GOOD CONDITION.
 KG0823'
 KG0823'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0825 ***********************************************************************
 KG0825  DESIGNATION -  NORTON TB SANITARIUM LAUND STK
 KG0825  PID         -  KG0825
 KG0825  STATE/COUNTY-  KS/NORTON
 KG0825  USGS QUAD   -  CALVERT (1978)
 KG0825
 KG0825                         *CURRENT SURVEY CONTROL
 KG0825  ___________________________________________________________________
 KG0825* NAD 83(1997)-  39 50 45.43244(N)    099 48 59.42156(W)     ADJUSTED  
 KG0825* NAVD 88     -                                                        
 KG0825  ___________________________________________________________________
 KG0825  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 KG0825  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KG0825
 KG0825  HORZ ORDER  -  THIRD
 KG0825
 KG0825.The horizontal coordinates were established by classical geodetic methods
 KG0825.and adjusted by the National Geodetic Survey in October 1998..
 KG0825
 KG0825
 KG0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0825
 KG0825.The geoid height was determined by GEOID03.
 KG0825
 KG0825;                    North         East     Units Scale Factor Converg.
 KG0825;SPC KS N     -   169,484.381   244,542.293   MT  1.00001076   -1 08 57.6
 KG0825;UTM  14      - 4,410,978.708   430,146.501   MT  0.99966007   -0 31 23.4
 KG0825
 KG0825                          SUPERSEDED SURVEY CONTROL
 KG0825
 KG0825  NAD 83(1997)-  39 50 45.43408(N)    099 48 59.42264(W) AD(       ) 4
 KG0825  NAD 83(1986)-  39 50 45.44047(N)    099 48 59.42616(W) AD(       ) 4
 KG0825  NAD 27      -  39 50 45.42200(N)    099 48 57.99500(W) AD(       ) 3
 KG0825
 KG0825.Superseded values are not recommended for survey control.
 KG0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0825.See file dsdata.txt to determine how the superseded data were derived.
 KG0825
 KG0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK3014710979(NAD 83)
 KG0825_MARKER: 63 = STACK
 KG0825
 KG0825  HISTORY     - Date     Condition        Report By
 KG0825  HISTORY     - 1934     FIRST OBSERVED   CGS
 KG0825  HISTORY     - 1950     GOOD             CGS
 KG0825  HISTORY     - 1987     GOOD             NOS
 KG0825
 KG0825                          STATION DESCRIPTION
 KG0825
 KG0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KG0825'POINT OBSERVED UPON WAS CENTER OF THE WESTERN STACK OF POWER
 KG0825'PLANT AT STATE TUBERCULOSIS HOSPITAL, ABOUT 4 MILES EAST-NORTHEAST
 KG0825'OF NORTON, APPROXIMATELY 150 FEET HIGH, BUILT 1929.
 KG0825'
 KG0825'OBJECT WAS OBSERVED FROM NORTON AND MARVIN.
 KG0825
 KG0825                          STATION RECOVERY (1950)
 KG0825
 KG0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0825'THE STATION IS LOCATED ABOUT 4 MILES EAST OF NORTON AND 0.7
 KG0825'MILE NORTH OF U.S. HIGHWAY 36.  IT IS THE STACK TO THE
 KG0825'LAUNDRY AND IT IS NEAR THE CENTER OF THE STATE TUBERCULOSIS
 KG0825'SANITARIUM.  IT IS A GRAY CONCRETE STACK AND HAS AN OVERALL
 KG0825'HEIGHT OF ABOUT 120 FEET.  THE POINT OBSERVED UPON WAS THE
 KG0825'APEX OF THE STACK.
 KG0825
 KG0825                          STATION RECOVERY (1987)
 KG0825
 KG0825'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KG0825'THE STATION WAS RECOVERED AT THIS DATE.
 KG0825'STATION IS IN GOOD CONDITION.
 KG0825'
 KG0825'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0831 ***********************************************************************
 KG0831  DESIGNATION -  NORTONPORT
 KG0831  PID         -  KG0831
 KG0831  STATE/COUNTY-  KS/NORTON
 KG0831  USGS QUAD   -  NORTON (1978)
 KG0831
 KG0831                         *CURRENT SURVEY CONTROL
 KG0831  ___________________________________________________________________
 KG0831* NAD 83(1997)-  39 50 41.50057(N)    099 53 31.75689(W)     ADJUSTED  
 KG0831* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 KG0831  ___________________________________________________________________
 KG0831  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KG0831  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KG0831
 KG0831  HORZ ORDER  -  SECOND
 KG0831
 KG0831.This mark is at Norton Municipal Airport (NRN)
 KG0831
 KG0831.The horizontal coordinates were established by classical geodetic methods
 KG0831.and adjusted by the National Geodetic Survey in October 1998..
 KG0831
 KG0831.The orthometric height was scaled from a topographic map.
 KG0831
 KG0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0831
 KG0831.The geoid height was determined by GEOID03.
 KG0831
 KG0831;                    North         East     Units Scale Factor Converg.
 KG0831;SPC KS N     -   169,495.710   238,066.620   MT  1.00001056   -1 11 49.9
 KG0831;SPC NE       -     1,285.820   509,230.812   MT  1.00007367   +0 04 17.3
 KG0831;UTM  14      - 4,410,919.323   423,673.324   MT  0.99967172   -0 34 17.9
 KG0831
 KG0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0831!SPC KS N     -   0.99989151  x   1.00001056  =   0.99990207
 KG0831!SPC NE       -   0.99989151  x   1.00007367  =   0.99996517
 KG0831!UTM  14      -   0.99989151  x   0.99967172  =   0.99956327
 KG0831
 KG0831|---------------------------------------------------------------------|
 KG0831| PID    Reference Object                     Distance      Geod. Az  |
 KG0831|                                                           dddmmss.s |
 KG0831| CO1946 NORTONPORT RM 1                      14.576 METERS 00052     |
 KG0831| CO1947 NORTONPORT RM 2                      12.715 METERS 18148     |
 KG0831| KG0518 NORTON                              APPROX. 0.9 KM 1983417.2 |
 KG0831|---------------------------------------------------------------------|
 KG0831
 KG0831                          SUPERSEDED SURVEY CONTROL
 KG0831
 KG0831  NAD 83(1997)-  39 50 41.50211(N)    099 53 31.75762(W) AD(       ) 2
 KG0831  NAD 83(1986)-  39 50 41.50556(N)    099 53 31.75987(W) AD(       ) 2
 KG0831  NAD 27      -  39 50 41.48500(N)    099 53 30.31900(W) AD(       ) 2
 KG0831
 KG0831.Superseded values are not recommended for survey control.
 KG0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0831.See file dsdata.txt to determine how the superseded data were derived.
 KG0831
 KG0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK2367310919(NAD 83)
 KG0831_MARKER: DS = TRIANGULATION STATION DISK
 KG0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0831
 KG0831  HISTORY     - Date     Condition        Report By
 KG0831  HISTORY     - 1950     MONUMENTED       CGS
 KG0831
 KG0831                          STATION DESCRIPTION
 KG0831
 KG0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0831'THE STATION IS LOCATED ON THE NORTON MUNICIPAL AIRPORT ABOUT 0.25
 KG0831'OF A MILE SOUTHWEST OF THE AIRPORT OFFICE IN THE SOUTHEAST
 KG0831'ANGLE OF THE INTERSECTION OF THE NORTH-SOUTH AND EAST-WEST
 KG0831'RUNWAYS.  IT IS 115.0 FEET SOUTH-SOUTHEAST OF THE BOUNDRY LIGHT
 KG0831'MARKING THE SOUTHEAST ANGLE OF THE RUNWAYS AND IS LOCATED IN AN
 KG0831'OLD FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED NORTONPORT
 KG0831'1950.
 KG0831'
 KG0831'REFERENCE MARK NO. 1 IS 71.0 FEET SOUTHEAST OF THE BOUNDRY LIGHT
 KG0831'MARKING THE SOUTHEAST ANGLE OF THE RUNWAYS AND IS LOCATED IN AN
 KG0831'OLD FENCE LINE.  IT PROJECTS 2 INCHES AND IS STAMPED NORTONPORT
 KG0831'NO 1 1950.
 KG0831'
 KG0831'REFERENCE MARK NO. 2 IS LOCATED IN AN OLD FENCE LINE, PROJECTS 2
 KG0831'INCHES AND IS STAMPED NORTONPORT NO 2 1950.
 KG0831'
 KG0831'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KG0831'2 IS 89.53 FEET.
 KG0831'
 KG0831'TRIANGULATION STATION NORTON 1934 WAS USED AS AN AZIMUTH MARK
 KG0831'AND IS LOCATED ON CITY LAND AT THE NORTHWEST EDGE OF NORTON NEAR
 KG0831'THE SITE OF THE MUNICIPAL WATER TANK.  IT IS IN A NORTH-SOUTH
 KG0831'ROW OF TREES ON THE WEST SIDE OF THE WATER TANK, 148.0 FEET WEST
 KG0831'OF THE CENTER OF THE WATER TANK AND 4.0 FEET SOUTH OF A WITNESS
 KG0831'POST.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 KG0831'STAMPED NORTON 1934.
 KG0831'
 KG0831'TO REACH THE STATION FROM THE NORTON MUNICIPAL AIRPORT OFFICE, GO
 KG0831'WEST AROUND THE NORTH END OF THE MAIN HANGAR, THENCE SOUTHWESTERLY
 KG0831'ACROSS THE AIRPORT FOR 0.25 MILE TO THE STATION IN THE SOUTHEAST
 KG0831'ANGLE OF THE NORTH-SOUTH AND EAST-WEST RUNWAYS AS DESCRIBED.
 KG0831'
 KG0831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY
 KG0831'ACROSS THE AIRPORT FOR 0.25 MILE TO THE MAIN GATE AT U.S. HIGHWAY
 KG0831'NO. 283, HERE TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY NO. 283
 KG0831'FOR 0.55 MILE TO THE JUNCTION WITH U.S. HIGHWAY NO. 36, HERE
 KG0831'TURN RIGHT AND GO WESTERLY ON U.S. HIGHWAY NO. 36 FOR 0.4 MILE
 KG0831'TO THE MUNICIPAL WATER TANK ON THE LEFT AND THE AZIMUTH MARK
 KG0831'(NORTON 1934) AS DESCRIBED.
 KG0831'
 KG0831'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0520 ***********************************************************************
 KG0520  FBN         -  This is a Federal Base Network Control Station.
 KG0520  PACS        -  This is a Primary Airport Control Station.
 KG0520  DESIGNATION -  NORTONPORT 2
 KG0520  PID         -  KG0520
 KG0520  STATE/COUNTY-  KS/NORTON
 KG0520  USGS QUAD   -  NORTON (1978)
 KG0520
 KG0520                         *CURRENT SURVEY CONTROL
 KG0520  ___________________________________________________________________
 KG0520* NAD 83(1997)-  39 50 48.59704(N)    099 53 32.71805(W)     ADJUSTED  
 KG0520* NAVD 88     -       719.643  (meters)    2361.03   (feet)  ADJUSTED  
 KG0520  ___________________________________________________________________
 KG0520  X           -    -842,528.027 (meters)                     COMP
 KG0520  Y           -  -4,831,240.738 (meters)                     COMP
 KG0520  Z           -   4,065,388.417 (meters)                     COMP
 KG0520  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KG0520  ELLIP HEIGHT-         694.99  (meters)          (08/12/03) GPS OBS
 KG0520  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KG0520  DYNAMIC HT  -         719.171 (meters)    2359.48  (feet)  COMP
 KG0520  MODELED GRAV-     979,946.7   (mgal)                       NAVD 88
 KG0520
 KG0520  HORZ ORDER  -  B
 KG0520  VERT ORDER  -  FIRST     CLASS II
 KG0520  ELLP ORDER  -  FOURTH    CLASS I
 KG0520
 KG0520.This mark is at Norton Municipal Airport (NRN)
 KG0520
 KG0520.The horizontal coordinates were established by GPS observations
 KG0520.and adjusted by the National Geodetic Survey in December 1997..
 KG0520
 KG0520.The orthometric height was determined by differential leveling
 KG0520.and adjusted by the National Geodetic Survey in June 1991..
 KG0520
 KG0520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KG0520
 KG0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0520
 KG0520.The ellipsoidal height was determined by GPS observations
 KG0520.and is referenced to NAD 83.
 KG0520
 KG0520.The geoid height was determined by GEOID03.
 KG0520
 KG0520.The dynamic height is computed by dividing the NAVD 88
 KG0520.geopotential number by the normal gravity value computed on the
 KG0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0520.degrees latitude (g = 980.6199 gals.).
 KG0520
 KG0520.The modeled gravity was interpolated from observed gravity values.
 KG0520
 KG0520;                    North         East     Units Scale Factor Converg.
 KG0520;SPC KS N     -   169,715.012   238,048.347   MT  1.00001092   -1 11 50.5
 KG0520;UTM  14      - 4,411,138.338   423,652.665   MT  0.99967176   -0 34 18.6
 KG0520
 KG0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0520!SPC KS N     -   0.99989098  x   1.00001092  =   0.99990190
 KG0520!UTM  14      -   0.99989098  x   0.99967176  =   0.99956278
 KG0520
 KG0520|---------------------------------------------------------------------|
 KG0520| PID    Reference Object                     Distance      Geod. Az  |
 KG0520|                                                           dddmmss.s |
 KG0520| KG0846 NORTON AIRPORT BEACON               393.628 METERS 13508     |
 KG0520| KG0844 ET 01                               148.829 METERS 32638     |
 KG0520| KG0845 ET 02                               182.550 METERS 33448     |
 KG0520| KG0521 NORTONPORT 2 AZ MK                  APPROX. 1.0 KM 3595826.7 |
 KG0520|---------------------------------------------------------------------|
 KG0520
 KG0520                          SUPERSEDED SURVEY CONTROL
 KG0520
 KG0520  ELLIP H (12/22/97)  695.03   (m)                       GP(       ) 4 1
 KG0520  NAD 83(1997)-  39 50 48.60074(N)    099 53 32.71808(W) AD(       ) 3
 KG0520  NAD 83(1986)-  39 50 48.60256(N)    099 53 32.72066(W) AD(       ) 3
 KG0520  NAD 27      -  39 50 48.56115(N)    099 53 31.28438(W) AD(       ) 3
 KG0520  NAVD 88 (12/22/97)  719.64   (m)         2361.0    (f) LEVELING    3  
 KG0520  NGVD 29 (02/14/92)  719.381  (m)         2360.17   (f) ADJUSTED    1 2
 KG0520
 KG0520.Superseded values are not recommended for survey control.
 KG0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0520.See file dsdata.txt to determine how the superseded data were derived.
 KG0520
 KG0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK2365311138(NAD 83)
 KG0520_MARKER: DH = HORIZONTAL CONTROL DISK
 KG0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0520_SP_SET: CONCRETE POST
 KG0520_STAMPING: NORTONPORT 2 1986
 KG0520_MARK LOGO: NGS   
 KG0520_PROJECTION: FLUSH
 KG0520_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0520+STABILITY: SURFACE MOTION
 KG0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0520+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2002
 KG0520
 KG0520  HISTORY     - Date     Condition        Report By
 KG0520  HISTORY     - 1986     MONUMENTED       NGS
 KG0520  HISTORY     - 1987     GOOD             NOS
 KG0520  HISTORY     - 1987     GOOD             NOS
 KG0520  HISTORY     - 19970327 GOOD             NGS
 KG0520  HISTORY     - 20020718 GOOD             NGS
 KG0520
 KG0520                          STATION DESCRIPTION
 KG0520
 KG0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0520'IN NORTON.
 KG0520'IN NORTON, AT THE NORTON MUNICIPAL AIRPORT, AT A JUNCTION OF THE
 KG0520'EAST-WEST ASPHALT TAXIWAY APPROACH AND THE MAIN NORTH-SOUTH ASPHALT
 KG0520'RUNWAY, 22.0 METERS (72 FT) EAST OF THE CENTER OF THE MAIN NORTH-SOUTH
 KG0520'ASPHALT RUNWAY, 40.0 METERS (131 FT) NORTH OF THE CENTER OF THE
 KG0520'TAXIWAY APPROACH, 11.6 METERS (38 FT) EAST OF A BOUNDARY LITE FOR THE
 KG0520'MAIN NORTH-SOUTH RUNWAY AND 50.3 METERS (165 FT) NORTH OF THE EAST 1
 KG0520'OF 3 END MAIN RUNWAY LITES.  NOTE--AIRPORT MANAGER MR. D. MILLER
 KG0520'PHONE--877-2201.
 KG0520'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KG0520'THE MARK IS ABOVE LEVEL WITH THE MAIN RUNWAY.
 KG0520
 KG0520                          STATION RECOVERY (1987)
 KG0520
 KG0520'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KG0520'THE STATION IS AT THE NORTON MUNICIPAL AIRPORT, AT THE JUNCTION OF
 KG0520'THE EAST WEST ASPHALT TAXIWAY APPROACH AND THE MAIN NORTH SOUTH
 KG0520'ASPHALT RUNWAY.
 KG0520'
 KG0520'SEE AIRPORT MANAGER, MR. D. MILLER.
 KG0520'
 KG0520'THE STATION IS A STANDARD NGS DISK STAPMED---NORTONPORT 2 1986---,
 KG0520'22.0 M (72 FT) EAST OF THE CENTER OF THE MAIN NORTH SOUTH ASPHALT
 KG0520'RUNWAY, 40.0 M (131 FT) NORTH OF THE CENTER OF THE TAXI APPROACH,
 KG0520'11.6 M (38 FT) EAST OF THE BOUNDARY LIGHT FOR THE MAIN NORTH SOUTH
 KG0520'RUNWAY AND 50.3 M (165 FT) NORTH OF THE EAST 1 OF 3 END MAIN RUNWAY
 KG0520'LIGHTS.
 KG0520'
 KG0520'HEIGHT OF LIGHT SHOWN WAS 1.35 METERS ABOVE THE MARK.
 KG0520'
 KG0520'DESCRIBED BY PBW.
 KG0520
 KG0520                          STATION RECOVERY (1987)
 KG0520
 KG0520'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KG0520'RECOVERED IN GOOD CONDITION.
 KG0520
 KG0520                          STATION RECOVERY (1997)
 KG0520
 KG0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KG0520'THE STATION IS LOCATED ON THE NORTH SIDE OF NORTON, AT THE NORTON
 KG0520'MUNICIPAL AIRPORT, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF RUNWAY
 KG0520'END 35 AND THE CONNECTOR TAXI TO THE RUNWAY END. OWNERSHIP--CITY OF
 KG0520'NORTON.  AIRPORT MANAGER AND FBO IS DEL MILLER, PO BOX 340, NORTON KS
 KG0520'67654, PHONE 913-877-2201.  CONTACT HIM FOR ACCESS THROUGH THE LOCKED
 KG0520'GATE.  TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 283 AND 36 IN
 KG0520'NORTON, GO NORTH ON HIGHWAY 283 FOR 0.88 KM (0.55 MI) TO THE AIRPORT
 KG0520'ENTRANCE ON THE LEFT.  TURN LEFT, NORTHWEST ON THE GRAVEL ROAD FOR
 KG0520'0.08 KM (0.05 MI) TO THE NORTH ONE OF TWO STEEL GATES.  BEAR LEFT,
 KG0520'WEST, PASSING THROUGH THE GATE FOR 0.11 KM (0.05 MI) TO A TAXI ON THE
 KG0520'LEFT.  TURN LEFT, SOUTH ALONG THE TAXI FOR 0.08 KM (0.05 MI) TO A
 KG0520'TAXI.  TURN RIGHT, WEST ALONG THE TAXI FOR 0.16 KM (0.10 MI) TO THE
 KG0520'STATION ON THE RIGHT JUST BEFORE THE RUNWAY.  THE STATION IS SET IN
 KG0520'THE TOP OF A 30 CM ROUND CONCRETE POST FLUSH WITH GROUND.  IT IS 50.4
 KG0520'M (165.4 FT) NORTH-NORTHEAST OF THE EAST ONE OF THREE THRESHOLD
 KG0520'LIGHTS, 22.0 M (72.2 FT) EAST OF THE CENTER OF RUNWAY, 15.2 M (49.9
 KG0520'FT) EAST OF THE EAST EDGE OF THE RUNWAY, 11.8 M (38.7 FT) EAST OF THE
 KG0520'FIRST RUNWAY LIGHT NORTH OF THE RUNWAY END AND 0.4 M (1.3 FT) SOUTH OF
 KG0520'A FIBERGLASS WITNESS POST. NOTE--THIS STATION IS DESIGNATED AS THE
 KG0520'PRIMARY AIRPORT CONTROL STATION.
 KG0520
 KG0520                          STATION RECOVERY (2002)
 KG0520
 KG0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 KG0520'RECOVERED AS DESCRIBED.  NOTE--AREA CODE IS 785.  THE STATION IS A
 KG0520'PRIMARY AIRPORT
 KG0520'CONTROL STATION.
 KG0520'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0521 ***********************************************************************
 KG0521  DESIGNATION -  NORTONPORT 2 AZ MK
 KG0521  PID         -  KG0521
 KG0521  STATE/COUNTY-  KS/NORTON
 KG0521  USGS QUAD   -  NORTON (1978)
 KG0521
 KG0521                         *CURRENT SURVEY CONTROL
 KG0521  ___________________________________________________________________
 KG0521* NAD 83(1997)-  39 51 20.17854(N)    099 53 32.73659(W)     ADJUSTED  
 KG0521* NAVD 88     -       719.241  (meters)    2359.71   (feet)  ADJUSTED  
 KG0521  ___________________________________________________________________
 KG0521  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KG0521  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KG0521  DYNAMIC HT  -         718.769 (meters)    2358.16  (feet)  COMP
 KG0521  MODELED GRAV-     979,946.4   (mgal)                       NAVD 88
 KG0521
 KG0521  HORZ ORDER  -  THIRD
 KG0521  VERT ORDER  -  FIRST     CLASS II
 KG0521
 KG0521.This mark is at Norton Municipal Airport (NRN)
 KG0521
 KG0521.The horizontal coordinates were established by classical geodetic methods
 KG0521.and adjusted by the National Geodetic Survey in October 1998..
 KG0521
 KG0521.The orthometric height was determined by differential leveling
 KG0521.and adjusted by the National Geodetic Survey in June 1991..
 KG0521
 KG0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0521
 KG0521.The geoid height was determined by GEOID03.
 KG0521
 KG0521.The dynamic height is computed by dividing the NAVD 88
 KG0521.geopotential number by the normal gravity value computed on the
 KG0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0521.degrees latitude (g = 980.6199 gals.).
 KG0521
 KG0521.The modeled gravity was interpolated from observed gravity values.
 KG0521
 KG0521;                    North         East     Units Scale Factor Converg.
 KG0521;SPC KS N     -   170,688.862   238,068.261   MT  1.00001252   -1 11 50.5
 KG0521;UTM  14      - 4,412,112.016   423,661.943   MT  0.99967174   -0 34 19.0
 KG0521
 KG0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0521!SPC KS N     -   0.99989104  x   1.00001252  =   0.99990356
 KG0521!UTM  14      -   0.99989104  x   0.99967174  =   0.99956282
 KG0521
 KG0521:                Primary Azimuth Mark                     Grid Az
 KG0521:SPC KS N     -  NORTON AIRPORT BEACON                    168 40 55.8
 KG0521:UTM  14      -  NORTON AIRPORT BEACON                    168 03 24.3
 KG0521
 KG0521|---------------------------------------------------------------------|
 KG0521| PID    Reference Object                     Distance      Geod. Az  |
 KG0521|                                                           dddmmss.s |
 KG0521| KG0846 NORTON AIRPORT BEACON               APPROX. 1.3 KM 1672905.3 |
 KG0521| KG0520 NORTONPORT 2                        APPROX. 1.0 KM 1795826.7 |
 KG0521|---------------------------------------------------------------------|
 KG0521
 KG0521                          SUPERSEDED SURVEY CONTROL
 KG0521
 KG0521  NAD 83(1997)-  39 51 20.18224(N)    099 53 32.73623(W) AD(       ) 3
 KG0521  NAD 83(1986)-  39 51 20.18407(N)    099 53 32.73921(W) AD(       ) 3
 KG0521  NAD 27      -  39 51 20.14310(N)    099 53 31.30809(W) AD(       ) 3
 KG0521  NGVD 29 (02/14/92)  718.978  (m)         2358.85   (f) ADJUSTED    1 2
 KG0521
 KG0521.Superseded values are not recommended for survey control.
 KG0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0521.See file dsdata.txt to determine how the superseded data were derived.
 KG0521
 KG0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK2366212112(NAD 83)
 KG0521_MARKER: DZ = AZIMUTH MARK DISK
 KG0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0521_SP_SET: CONCRETE POST
 KG0521_STAMPING: NORTONPORT 2 1986
 KG0521_MARK LOGO: NGS   
 KG0521_PROJECTION: FLUSH
 KG0521_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0521+STABILITY: SURFACE MOTION
 KG0521
 KG0521  HISTORY     - Date     Condition        Report By
 KG0521  HISTORY     - 1986     MONUMENTED       NGS
 KG0521  HISTORY     - 1987     GOOD             NOS
 KG0521
 KG0521                          STATION DESCRIPTION
 KG0521
 KG0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0521'IN NORTON.
 KG0521'IN NORTON, AT THE NORTON MUNICIPAL AIRPORT, AT THE EXTREME NORTH END
 KG0521'OF THE NEW CONCRETE MAIN NORTH-SOUTH RUNWAY, AT THE FIRST RUNWAY
 KG0521'BOUNDARY LITE SOUTH OF THE NORTH END OF THE RUNWAY, 55.3 METERS (181.3
 KG0521'FT) SOUTH OF THE MOST EAST 1 OF 3 END RUNWAY LITES, 54.3 METERS (178
 KG0521'FT) SOUTH OF THE NORTH END OF THE NEW CONCRETE RUNWAY, 9.5 METERS (31
 KG0521'FT) EAST OF THE EAST EDGE OF THE CONCRETE RUNWAY AND 6.8 METERS (22.2
 KG0521'FT) EAST OF A NORTH-SOUTH BOUNDARY RUNWAY LITE.  NOTE--AIRPORT MANAGER
 KG0521'MR. D. MILLER PHONE--877-2201.
 KG0521'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KG0521'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 KG0521
 KG0521                          STATION RECOVERY (1987)
 KG0521
 KG0521'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KG0521'THE STATION IS AT THE NORTON MUNICIPAL AIRPORT.
 KG0521'
 KG0521'SEE AIRPORT MANAGER, MR. D. MILLER PHONE--877-2201.
 KG0521'
 KG0521'THE STATION IS A STANDARD NGS AZIMUTH DISK
 KG0521'STAMPED---NORTONPORT 2 1986---, AT THE EXTREME NORTH END OF THE NEW
 KG0521'CONCRETE MAIN NORTH-SOUTH RUNWAY, AT THE FIRST RUNWAY BOUNDARY LIGHT
 KG0521'SOUTH OF THE NORTH END OF THE RUNWAY, 55.3 METERS
 KG0521'(181.3 FT.) SOUTH OF THE MOST EAST 1 OF 3 END OF THE RUNWAY LIGHTS,
 KG0521'54.3 M (178 FT) SOUTH OF THE NORTH END OF THE NEW CONCRETE RUNWAY,
 KG0521'9.5 M (31 FT) EAST OF THE EAST EDGE OF THE CONCRETE RUNWAY, AND
 KG0521'6.8 M (22.2 FT) EAST OF THE NORTH SOUTH BOUNDARY RUNWAY LIGHT.
 KG0521'
 KG0521'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KG0521'
 KG0521'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1414 ***********************************************************************
 HF1414  DESIGNATION -  NORWICH MUNICIPAL TANK
 HF1414  PID         -  HF1414
 HF1414  STATE/COUNTY-  KS/KINGMAN
 HF1414  USGS QUAD   -  NORWICH (1971)
 HF1414
 HF1414                         *CURRENT SURVEY CONTROL
 HF1414  ___________________________________________________________________
 HF1414* NAD 83(1997)-  37 27 19.03918(N)    097 50 46.31405(W)     ADJUSTED  
 HF1414* NAVD 88     -                                                        
 HF1414  ___________________________________________________________________
 HF1414  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 HF1414  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 HF1414
 HF1414  HORZ ORDER  -  THIRD
 HF1414
 HF1414.The horizontal coordinates were established by classical geodetic methods
 HF1414.and adjusted by the National Geodetic Survey in October 1998..
 HF1414
 HF1414
 HF1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1414
 HF1414.The geoid height was determined by GEOID03.
 HF1414
 HF1414;                    North         East     Units Scale Factor Converg.
 HF1414;SPC KS S     -   487,727.906   457,844.846   MT  0.99996827   +0 24 06.4
 HF1414;UTM  14      - 4,146,005.877   602,047.205   MT  0.99972827   +0 42 06.2
 HF1414
 HF1414                          SUPERSEDED SURVEY CONTROL
 HF1414
 HF1414  NAD 83(1997)-  37 27 19.04460(N)    097 50 46.31463(W) AD(       ) 4
 HF1414  NAD 83(1986)-  37 27 19.04763(N)    097 50 46.31034(W) AD(       ) 4
 HF1414  NAD 27      -  37 27 18.98756(N)    097 50 45.11725(W) AD(       ) 3
 HF1414
 HF1414.Superseded values are not recommended for survey control.
 HF1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1414.See file dsdata.txt to determine how the superseded data were derived.
 HF1414
 HF1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG0204746006(NAD 83)
 HF1414_MARKER: 53 = ELEVATED TANK
 HF1414
 HF1414  HISTORY     - Date     Condition        Report By
 HF1414  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1414  HISTORY     - 1962     GOOD             CGS
 HF1414
 HF1414                          STATION DESCRIPTION
 HF1414
 HF1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1414'THE STATION IS LOCATED IN THE TOWN OF NORWICH.
 HF1414'
 HF1414'THE TANK IS A STEEL TANK, PAINTED SILVER, 120 FEET HIGH AND
 HF1414'IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.  THE APEX OF
 HF1414'THE TANK WAS INTERSECTED.
 HF1414
 HF1414                          STATION RECOVERY (1962)
 HF1414
 HF1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1414'THE 1957 DESCRIPTION IS ADEQUATE.
 HF1414'
 HF1414'THE BALL WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1655 ***********************************************************************
 JE1655  DESIGNATION -  NORWOOD
 JE1655  PID         -  JE1655
 JE1655  STATE/COUNTY-  KS/FRANKLIN
 JE1655  USGS QUAD   -  OTTAWA NORTH (1983)
 JE1655
 JE1655                         *CURRENT SURVEY CONTROL
 JE1655  ___________________________________________________________________
 JE1655* NAD 83(1997)-  38 41 55.52220(N)    095 17 50.04005(W)     ADJUSTED  
 JE1655* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 JE1655  ___________________________________________________________________
 JE1655  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JE1655  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 JE1655
 JE1655  HORZ ORDER  -  SECOND
 JE1655
 JE1655.The horizontal coordinates were established by classical geodetic methods
 JE1655.and adjusted by the National Geodetic Survey in October 1998..
 JE1655
 JE1655.The orthometric height was scaled from a topographic map.
 JE1655
 JE1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1655
 JE1655.The geoid height was determined by GEOID03.
 JE1655
 JE1655;                    North         East     Units Scale Factor Converg.
 JE1655;SPC KS S     -   630,326.925   678,569.990   MT  1.00002880   +1 58 05.5
 JE1655;SPC KS N     -    44,074.366   635,086.282   MT  1.00000294   +1 42 36.3
 JE1655;UTM  15      - 4,285,852.811   300,226.005   MT  1.00009148   -1 26 12.4
 JE1655
 JE1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1655!SPC KS S     -   0.99995160  x   1.00002880  =   0.99998040
 JE1655!SPC KS N     -   0.99995160  x   1.00000294  =   0.99995454
 JE1655!UTM  15      -   0.99995160  x   1.00009148  =   1.00004308
 JE1655
 JE1655:                Primary Azimuth Mark                     Grid Az
 JE1655:SPC KS S     -  BALDWIN CITY MUN TANK                    046 54 55.5
 JE1655:SPC KS N     -  BALDWIN CITY MUN TANK                    047 10 24.7
 JE1655:UTM  15      -  BALDWIN CITY MUN TANK                    050 19 13.4
 JE1655
 JE1655|---------------------------------------------------------------------|
 JE1655| PID    Reference Object                     Distance      Geod. Az  |
 JE1655|                                                           dddmmss.s |
 JE1655| JE1630 BALDWIN CITY MUN TANK               APPROX.12.7 KM 0485301.0 |
 JE1655| JE1652 WELLS RESET                         APPROX.14.6 KM 0830518.1 |
 JE1655| CL5880 NORWOOD RM 1                         28.057 METERS 09847     |
 JE1655| JE1656 OTTAWA N MUN TANK                   APPROX. 7.8 KM 1600737.8 |
 JE1655| JE1659 OTTAWA UNIV POWER PLANT STACK       APPROX.11.0 KM 1642131.6 |
 JE1655| JE1661 OTTAWA FIRST BAPTIST CH SPIRE       APPROX. 9.9 KM 1644755.3 |
 JE1655| JE1660 OTTAWA BENNETT CREAMERY CO STK      APPROX. 9.2 KM 1645408.7 |
 JE1655| JE1658 OTTAWA CITY WATER AND LT STK        APPROX. 9.4 KM 1704149.6 |
 JE1655| JE1663 OTTAWA KC P AND L CO RAD MAST       APPROX.14.9 KM 1803920.6 |
 JE1655| CL5881 NORWOOD RM 2                         21.117 METERS 27832     |
 JE1655| JE1654 AMARILLO KANSAS CITY AWY BN 42      APPROX. 1.9 KM 2990422.0 |
 JE1655| JE1684 OVERBROOK ATT RELAY TOWER           APPROX.15.4 KM 3083323.2 |
 JE1655| CL5879 NORWOOD AZ MK                                      3580854.2 |
 JE1655|---------------------------------------------------------------------|
 JE1655
 JE1655                          SUPERSEDED SURVEY CONTROL
 JE1655
 JE1655  NAD 83(1986)-  38 41 55.52964(N)    095 17 50.04272(W) AD(       ) 2
 JE1655  NAD 27      -  38 41 55.50400(N)    095 17 49.13600(W) AD(       ) 2
 JE1655
 JE1655.Superseded values are not recommended for survey control.
 JE1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1655.See file dsdata.txt to determine how the superseded data were derived.
 JE1655
 JE1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0022685853(NAD 83)
 JE1655_MARKER: DS = TRIANGULATION STATION DISK
 JE1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1655
 JE1655  HISTORY     - Date     Condition        Report By
 JE1655  HISTORY     - 1948     MONUMENTED       CGS
 JE1655  HISTORY     - 1960     GOOD             CGS
 JE1655  HISTORY     - 1970     GOOD             NGS
 JE1655
 JE1655                          STATION DESCRIPTION
 JE1655
 JE1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1655'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH-NORTHWEST OF OTTAWA,
 JE1655'3.0 MILES WEST AND 1.0 MILE SOUTH OF NORWOOD ON LAND OWNED AND
 JE1655'OCCUPIED BY MR. FRANK W. MELCHER.  IT IS ABOUT 0.05 MILE NORTH
 JE1655'OF THE MELCHER FARM HOUSE IN THE NORTHWEST CORNER OF THE YARD,
 JE1655'46 FEET EAST OF THE CENTER OF THE NORTH-SOUTH SECTION LINE ROAD,
 JE1655'23 FEET EAST-SOUTHEAST OF THE NORTH END OF GATE, 11 FEET
 JE1655'SOUTH-SOUTHWEST OF WITNESS POST AND 10.5 FEET SOUTH OF
 JE1655'EAST-WEST FENCE LINE.  IT IS STAMPED NORWOOD 1948 AND SET FLUSH
 JE1655'WITH THE GROUND SURFACE.
 JE1655'
 JE1655'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET IN
 JE1655'AN OPEN PLACE OF THE SMALL GROVE OF TREES.  IT IS STAMPED
 JE1655'NORWOOD NO 1 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE1655'
 JE1655'REFERENCE MARK NO 2 IS WEST-NORTHWEST OF THE STATION, 25 FEET
 JE1655'WEST OF THE CENTER OF THE NORTH-SOUTH SECTION LINE ROAD, 2 FEET
 JE1655'WEST OF NORTH END OF GATE INTO FIELD AND 1 FOOT SOUTH OF
 JE1655'FENCE LINE.  IT IS STAMPED NORWOOD NO 2 1948 AND SET FLUSH WITH
 JE1655'THE GROUND.
 JE1655'
 JE1655'THE AZIMUTH MARK IS ABOUT 0.8 MILE NORTH OF THE STATION, SET IN
 JE1655'THE NORTHWEST ANGLE OF THE CROSSROAD, 60 FEET NORTH OF THE
 JE1655'CENTER OF EAST-WEST ROAD, 60 FEET WEST OF THE CENTER OF
 JE1655'NORTH-SOUTH ROAD, 2 FEET EAST OF WITNESS POST AND 1 FOOT SOUTHEAST
 JE1655'OF FENCE LINE.  IT IS STAMPED NORWOOD 1948 AND PROJECTS 2 INCHES.
 JE1655'
 JE1655'TO REACH THE STATION FROM THE COURT HOUSE IN OTTAWA, GO NORTH ON
 JE1655'U.S. HIGHWAY 59 FOR 6.85 MILES TO CROSSROAD AND SIGN CENTROPOLIS 4,
 JE1655'TURN LEFT AND GO WEST FOR 1.5 MILES TO CROSSROAD AND AZIMUTH
 JE1655'MARK IN NORTHWEST ANGLE AS DESCRIBED, TURN LEFT AND GO SOUTH FOR
 JE1655'0.8 MILE TO TOP OF RIDGE AND STATION ON THE EAST SIDE IN FENCE
 JE1655'CORNER AS DESCRIBED.
 JE1655'
 JE1655'A 74 FOOT SIGNAL AT STATION WELLS IS VISIBLE AT 50 FEET.
 JE1655'
 JE1655'AN 87 FOOT SIGNAL AT STATION STANTON IS VISIBLE AT 20 FEET.
 JE1655'
 JE1655'A 74 FOOT SIGNAL AT STATION LANE IS VISIBLE AT 37 FEET.
 JE1655'
 JE1655'A 74 FOOT SIGNAL AT STATION BURLINGTON IS VISIBLE AT 37 FEET.
 JE1655'
 JE1655'AN 87 FOOT SIGNAL AT STATION RANSOM IS VISIBLE AT 37 FEET.
 JE1655'
 JE1655'A 74 FOOT SIGNAL AT STATION MONA IS VISIBLE AT 10 FEET.
 JE1655'
 JE1655'AN 87 FOOT SIGNAL AT STATION SIMMONS 1887 IS VISIBLE AT 37 FEET.
 JE1655'
 JE1655'A 4 FOOT SIGNAL AT STATION WILLOW IS VISIBLE AT 37 FEET.
 JE1655'
 JE1655'A 4 FOOT SIGNAL AT STATION A6 15 20E IS VISIBLE AT 37 FEET.
 JE1655'
 JE1655'AN 87 FOOT SIGNAL AT STATION BAKER IS VISIBLE AT 37 FEET.
 JE1655'
 JE1655'A 74 FOOT SIGNAL AT STATION WALNUT IS VISIBLE AT 37 FEET.
 JE1655'
 JE1655'AN 87 FOOT SIGNAL AT STATION OTTAWA IS VISIBLE AT 64 FEET.
 JE1655'
 JE1655'AN 87 FOOT SIGNAL AT STATION AIR IS VISIBLE AT 64 FEET.
 JE1655'
 JE1655'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1655
 JE1655                          STATION RECOVERY (1960)
 JE1655
 JE1655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1655'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JE1655'TO BE IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 JE1655
 JE1655                          STATION RECOVERY (1970)
 JE1655
 JE1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1655'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JE1655'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 JE1655'MARK HAS BEEN DESTROYED BY ROAD CONSTRUCTION.  NO OBJECTS ARE
 JE1655'VISIBLE AT STATION SITE SO A NEW AZIMUTH MARK WAS NOT SET.  THE
 JE1655'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1655'
 JE1655'A METAL WITNESS POST WAS SET 10.5 FEET NORTH OF THE STATION MARK.
 JE1655'
 JE1655'A METAL WITNESS POST WAS SET 1 FOOT WEST OF REFERENCE MARK NO. 2.
 JE1655'
 JE1655'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 JE1655'NORTH-NORTHWEST OF OTTAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0773 ***********************************************************************
 KE0773  DESIGNATION -  O
 KE0773  PID         -  KE0773
 KE0773  STATE/COUNTY-  KS/SHAWNEE
 KE0773  USGS QUAD   -  TOPEKA (1983)
 KE0773
 KE0773                         *CURRENT SURVEY CONTROL
 KE0773  ___________________________________________________________________
 KE0773* NAD 83(1986)-  39 03 12.     (N)    095 40 20.     (W)     SCALED    
 KE0773* NAVD 88     -       284.471  (meters)     933.30   (feet)  ADJUSTED  
 KE0773  ___________________________________________________________________
 KE0773  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE0773  DYNAMIC HT  -         284.286 (meters)     932.70  (feet)  COMP
 KE0773  MODELED GRAV-     979,969.3   (mgal)                       NAVD 88
 KE0773
 KE0773  VERT ORDER  -  FIRST     CLASS II
 KE0773
 KE0773.The horizontal coordinates were scaled from a topographic map and have
 KE0773.an estimated accuracy of +/- 6 seconds.
 KE0773
 KE0773.The orthometric height was determined by differential leveling
 KE0773.and adjusted by the National Geodetic Survey in June 1991..
 KE0773
 KE0773.The geoid height was determined by GEOID03.
 KE0773
 KE0773.The dynamic height is computed by dividing the NAVD 88
 KE0773.geopotential number by the normal gravity value computed on the
 KE0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0773.degrees latitude (g = 980.6199 gals.).
 KE0773
 KE0773.The modeled gravity was interpolated from observed gravity values.
 KE0773
 KE0773;                    North         East    Units  Estimated Accuracy
 KE0773;SPC KS N     -    82,520.      601,470.      MT  (+/- 180 meters Scaled)
 KE0773
 KE0773                          SUPERSEDED SURVEY CONTROL
 KE0773
 KE0773  NGVD 29 (??/??/92)  284.350  (m)          932.90   (f) ADJ UNCH    1 2
 KE0773
 KE0773.Superseded values are not recommended for survey control.
 KE0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0773.See file dsdata.txt to determine how the superseded data were derived.
 KE0773
 KE0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD687260(NAD 83)
 KE0773_MARKER: Z = SEE DESCRIPTION
 KE0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0773_SP_SET: BUILDING
 KE0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0773+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 KE0773
 KE0773  HISTORY     - Date     Condition        Report By
 KE0773  HISTORY     - UNK      MONUMENTED       CGS
 KE0773  HISTORY     - 1932     GOOD             LOCENG
 KE0773  HISTORY     - 1970     GOOD             NGS
 KE0773  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0773  HISTORY     - 20051126 GOOD             GEOCAC
 KE0773
 KE0773                          STATION DESCRIPTION
 KE0773
 KE0773'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1932
 KE0773'AT TOPEKA.
 KE0773'BENCH MARK O, AT TOPEKA, SHAWNEE COUNTY, ON SIXTH STREET, BETWEEN
 KE0773'KANSAS AVE. AND JACKSON ST., AT THE COLUMBIAN BLDG., AT THE
 KE0773'WEST SIDE OF THE ENTRANCE AND ON THE FACE OF THE SECOND STONE
 KE0773'ABOVE THE PAVEMENT.  THE CENTER OF A HORIZONTAL LINE CUT
 KE0773'IN A DRESSED PORTION OF THE FACE OF THE STONE.  THE MARK IS
 KE0773'LETTERED AS FOLLOWS-- 945. B.M. FEET / ABOVE SEA LEVEL AND
 KE0773'WAS ESTABLISHED BY THE OWNER OF THE BUILDING.  NOTE-- A BRONZE
 KE0773'TABLET HAS BEEN PLACED OVER IT BY THE COLUMBIAN SECURITIES
 KE0773'CORPORATION.  THE TABLET IS HELD IN PLACE BY TWO SCREWS.  THE
 KE0773'BENCH MARK CAN BE REACHED EASILY BY TAKING OUT ONE OF THE SCREWS.
 KE0773
 KE0773                          STATION RECOVERY (1970)
 KE0773
 KE0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KE0773'RECOVERED IN GOOD CONDITION.
 KE0773
 KE0773                          STATION RECOVERY (1986)
 KE0773
 KE0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0773'MARK NOT FOUND.
 KE0773
 KE0773                          STATION RECOVERY (2005)
 KE0773
 KE0773'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0773'THE BRONZE TABLET HAS BEEN REMOVED FROM THE BUILDING AND THE MARK IS
 KE0773'VISIBLE. THE COLUMBIAN BLDG IS LOCATED AT 112 - 114 WEST 6TH STREET.
 KE0773' 
 KE0773'HH2 (NAD83) N39 03 07.4 W95 40 26.9
 KE0773' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0069 ***********************************************************************
 JG0069  DESIGNATION -  O 1
 JG0069  PID         -  JG0069
 JG0069  STATE/COUNTY-  KS/ELLSWORTH
 JG0069  USGS QUAD   -  WILSON (1979)
 JG0069
 JG0069                         *CURRENT SURVEY CONTROL
 JG0069  ___________________________________________________________________
 JG0069* NAD 83(1986)-  38 49 28.     (N)    098 28 33.     (W)     SCALED    
 JG0069* NAVD 88     -       515.160  (meters)    1690.15   (feet)  ADJUSTED  
 JG0069  ___________________________________________________________________
 JG0069  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 JG0069  DYNAMIC HT  -         514.802 (meters)    1688.98  (feet)  COMP
 JG0069  MODELED GRAV-     979,915.6   (mgal)                       NAVD 88
 JG0069
 JG0069  VERT ORDER  -  FIRST     CLASS II
 JG0069
 JG0069.The horizontal coordinates were scaled from a topographic map and have
 JG0069.an estimated accuracy of +/- 6 seconds.
 JG0069
 JG0069.The orthometric height was determined by differential leveling
 JG0069.and adjusted by the National Geodetic Survey in June 1991..
 JG0069
 JG0069.The geoid height was determined by GEOID03.
 JG0069
 JG0069.The dynamic height is computed by dividing the NAVD 88
 JG0069.geopotential number by the normal gravity value computed on the
 JG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0069.degrees latitude (g = 980.6199 gals.).
 JG0069
 JG0069.The modeled gravity was interpolated from observed gravity values.
 JG0069
 JG0069;                    North         East    Units  Estimated Accuracy
 JG0069;SPC KS N     -    54,630.      358,680.      MT  (+/- 180 meters Scaled)
 JG0069
 JG0069                          SUPERSEDED SURVEY CONTROL
 JG0069
 JG0069  NGVD 29 (??/??/92)  514.987  (m)         1689.59   (f) ADJ UNCH    1 2
 JG0069
 JG0069.Superseded values are not recommended for survey control.
 JG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0069.See file dsdata.txt to determine how the superseded data were derived.
 JG0069
 JG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH455974(NAD 83)
 JG0069_MARKER: Z = SEE DESCRIPTION
 JG0069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0069_SP_SET: WATER TABLE
 JG0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0069
 JG0069  HISTORY     - Date     Condition        Report By
 JG0069  HISTORY     - UNK      MONUMENTED       CGS
 JG0069  HISTORY     - 1952     GOOD             NGS
 JG0069
 JG0069                          STATION DESCRIPTION
 JG0069
 JG0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JG0069'AT WILSON.
 JG0069'AT WILSON, 200 FEET SOUTH OF THE UNION PACIFIC RAILROAD STATION,
 JG0069'AT THE J.F. TAMPIER BUILDING, WHICH IS NOW OCCUPIED BY A POOL
 JG0069'HALL AND BEER PARLOR, THE BOTTOM OF A SQUARE HOLE WHICH IS
 JG0069'SURROUNDED BY THE LETTERS USBM, IN THE TOP OF THE CENTER OF THE
 JG0069'STONE WATER TABLE UNDER THE EAST WINDOW OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0584 ***********************************************************************
 KF0584  DESIGNATION -  O 3
 KF0584  PID         -  KF0584
 KF0584  STATE/COUNTY-  KS/REPUBLIC
 KF0584  USGS QUAD   -  COURTLAND (1969)
 KF0584
 KF0584                         *CURRENT SURVEY CONTROL
 KF0584  ___________________________________________________________________
 KF0584* NAD 83(1986)-  39 46 48.     (N)    097 53 58.     (W)     SCALED    
 KF0584* NAVD 88     -       457.496  (meters)    1500.97   (feet)  ADJUSTED  
 KF0584  ___________________________________________________________________
 KF0584  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 KF0584  DYNAMIC HT  -         457.224 (meters)    1500.08  (feet)  COMP
 KF0584  MODELED GRAV-     980,018.0   (mgal)                       NAVD 88
 KF0584
 KF0584  VERT ORDER  -  FIRST     CLASS II
 KF0584
 KF0584.The horizontal coordinates were scaled from a topographic map and have
 KF0584.an estimated accuracy of +/- 6 seconds.
 KF0584
 KF0584.The orthometric height was determined by differential leveling
 KF0584.and adjusted by the National Geodetic Survey in June 1991..
 KF0584
 KF0584.The geoid height was determined by GEOID03.
 KF0584
 KF0584.The dynamic height is computed by dividing the NAVD 88
 KF0584.geopotential number by the normal gravity value computed on the
 KF0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0584.degrees latitude (g = 980.6199 gals.).
 KF0584
 KF0584.The modeled gravity was interpolated from observed gravity values.
 KF0584
 KF0584;                    North         East    Units  Estimated Accuracy
 KF0584;SPC KS N     -   160,610.      408,610.      MT  (+/- 180 meters Scaled)
 KF0584
 KF0584                          SUPERSEDED SURVEY CONTROL
 KF0584
 KF0584  NGVD 29 (??/??/92)  457.344  (m)         1500.47   (f) ADJ UNCH    1 2
 KF0584
 KF0584.Superseded values are not recommended for survey control.
 KF0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0584.See file dsdata.txt to determine how the superseded data were derived.
 KF0584
 KF0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK942039(NAD 83)
 KF0584_MARKER: Q = CHISELED SQUARE
 KF0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0584_SP_SET: LIMESTONE
 KF0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0584+STABILITY: SURFACE MOTION
 KF0584
 KF0584  HISTORY     - Date     Condition        Report By
 KF0584  HISTORY     - UNK      MONUMENTED       CGS
 KF0584  HISTORY     - 1947     GOOD             NGS
 KF0584
 KF0584                          STATION DESCRIPTION
 KF0584
 KF0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0584'AT COURTLAND.
 KF0584'AT COURTLAND, IN THE SOUTHWEST ANGLE OF THE CROSSING OF THE
 KF0584'ATCHISON, TOPEKA AND SANTA FE RAILWAY AND THE CHICAGO, ROCK
 KF0584'ISLAND AND PACIFIC RAILWAY, SOUTHWEST OF THE SIGNAL TOWER,
 KF0584'41.7 FEET FROM THE C.R.I. AND P. RY. TRACK, AND 45.6 FEET
 KF0584'FROM THE A.T. AND S.F. RY. TRACK.  THE BOTTOM OF A CHISELED
 KF0584'SQUARE, SURROUNDED BY THE LETTERS USBM CUT IN THE TOP OF A
 KF0584'LIMESTONE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0747 ***********************************************************************
 HE0747  DESIGNATION -  OAK
 HE0747  PID         -  HE0747
 HE0747  STATE/COUNTY-  KS/LABETTE
 HE0747  USGS QUAD   -  CHETOPA (1974)
 HE0747
 HE0747                         *CURRENT SURVEY CONTROL
 HE0747  ___________________________________________________________________
 HE0747* NAD 83(1997)-  37 01 31.00017(N)    095 04 37.82084(W)     ADJUSTED  
 HE0747* NAVD 88     -       256.5    (meters)     842.     (feet)  VERTCON   
 HE0747  ___________________________________________________________________
 HE0747  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 HE0747  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HE0747
 HE0747  HORZ ORDER  -  SECOND
 HE0747
 HE0747.The horizontal coordinates were established by classical geodetic methods
 HE0747.and adjusted by the National Geodetic Survey in October 1998..
 HE0747
 HE0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0747
 HE0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0747
 HE0747.The geoid height was determined by GEOID03.
 HE0747
 HE0747;                    North         East     Units Scale Factor Converg.
 HE0747;SPC KS S     -   445,391.535   704,519.423   MT  1.00005621   +2 06 12.3
 HE0747;SPC OK N     -   228,638.323   860,055.265   MT  1.00005742   +1 43 29.6
 HE0747;SPC OK N     -   750,124.23  2,821,697.98   sFT  1.00005742   +1 43 29.6
 HE0747;UTM  15      - 4,099,693.847   315,231.336   MT  1.00002058   -1 15 04.2
 HE0747
 HE0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0747!SPC KS S     -   0.99996439  x   1.00005621  =   1.00002060
 HE0747!SPC OK N     -   0.99996439  x   1.00005742  =   1.00002181
 HE0747!UTM  15      -   0.99996439  x   1.00002058  =   0.99998497
 HE0747
 HE0747|---------------------------------------------------------------------|
 HE0747| PID    Reference Object                     Distance      Geod. Az  |
 HE0747|                                                           dddmmss.s |
 HE0747| CL5890 OAK RM 1                             16.245 METERS 18914     |
 HE0747| CL5891 OAK RM 2                             12.936 METERS 25654     |
 HE0747| CL5889 OAK AZ MK                                          2701613.2 |
 HE0747| HE0748 CHETOPA MUNICIPAL TANK              APPROX. 2.3 KM 3122610.2 |
 HE0747|---------------------------------------------------------------------|
 HE0747
 HE0747                          SUPERSEDED SURVEY CONTROL
 HE0747
 HE0747  NAD 83(1997)-  37 01 31.00384(N)    095 04 37.82146(W) AD(       ) 2
 HE0747  NAD 83(1986)-  37 01 31.01706(N)    095 04 37.81051(W) AD(       ) 2
 HE0747  NAD 27      -  37 01 30.76290(N)    095 04 36.95386(W) AD(       ) 2
 HE0747  NGVD 29 (07/19/86)  256.4    (m)          841.     (f) VERT ANG       
 HE0747
 HE0747.Superseded values are not recommended for survey control.
 HE0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0747.See file dsdata.txt to determine how the superseded data were derived.
 HE0747
 HE0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA1523199694(NAD 83)
 HE0747_MARKER: DS = TRIANGULATION STATION DISK
 HE0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0747
 HE0747  HISTORY     - Date     Condition        Report By
 HE0747  HISTORY     - 1966     MONUMENTED       CGS
 HE0747
 HE0747                          STATION DESCRIPTION
 HE0747
 HE0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0747'THE STATION IS ABOUT 7-3/4 MILES EAST-SOUTHEAST OF BARTLETT,
 HE0747'1.0 MILE SOUTHEAST OF CHETOPA, IN A PASTURE LAND AT THE
 HE0747'ENTRANCE INTO OAK HILL DISTRICT NO. 1 CEMETERY, ON LAND
 HE0747'OWNED BY MR. WATTS WHO LIVES AT THE SOUTHEAST EDGE OF CHETOPA
 HE0747'ON US HIGHWAY 59.
 HE0747'
 HE0747'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS
 HE0747'59 AND 166 IN CHETOPA, GO SOUTH ON US HIGHWAY 59 FOR 0.85
 HE0747'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 0.25
 HE0747'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR 0.25
 HE0747'MILE TO THE ENTRANCE TO THE OAK HILL DIST. NO. 1 CEMETERY
 HE0747'AND THE STATION ON THE LEFT.
 HE0747'
 HE0747'THE STATION MARK IS A STANDARD DISK, STAMPED OAK 1964, SET
 HE0747'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 HE0747'WITH THE GROUND, 32 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 HE0747'PAVED ROAD, 25.9 FEET NORTHWEST OF THE NORTH ARCHWAY POST
 HE0747'AT THE ENTRANCE TO THE CEMETERY, 16.1 FEET WEST OF THE
 HE0747'NORTH-SOUTH FENCE AND 10.7 FEET NORTH OF AN EAST-WEST FENCE.
 HE0747'
 HE0747'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OAK NO 1 1964,
 HE0747'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS
 HE0747'FLUSH WITH THE GROUND.  IT IS 26.5 FEET WEST OF THE SOUTH
 HE0747'ARCHWAY POST AT THE ENTRANCE TO THE CEMETERY, 20 FEET SOUTH
 HE0747'OF AN EAST-WEST PAVED ROAD, 1.6 FEET NORTH OF AN EAST-WEST
 HE0747'FENCE AND ABOUT 2 FEET LOWER THAN THE STATION.
 HE0747'
 HE0747'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OAK NO 2 1964,
 HE0747'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS
 HE0747'FLUSH WITH THE GROUND.  IT IS 69.3 FEET WEST OF THE NORTH
 HE0747'ARCHWAY POST AT THE ENTRANCE TO THE CEMETERY, 23 FEET NORTH
 HE0747'OF AN EAST-WEST PAVED ROAD, 1.2 FEET NORTH OF AN EAST-WEST
 HE0747'FENCE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE0747'
 HE0747'AZIMUTH MARK IS A STANDARD DISK, STAMPED OAK 1964, SET IN
 HE0747'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 HE0747'WITH THE GROUND.  IT IS 27 FEET NORTH OF AN EAST-WEST PAVED
 HE0747'ROAD, 17.1 FEET SOUTHEAST OF AN EAST GATE POST, 1.3 FEET
 HE0747'NORTHWEST OF THE WITNESS POST AND 0.7 FEET SOUTHWEST OF A
 HE0747'NORTHWEST TO SOUTHEAST FENCE.
 HE0747'
 HE0747'ALL OBJECTS VISIBLE AT 30 FEET.
 HE0747'
 HE0747'HEIGHT OF LIGHT ABOVE STATION MARK 14.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0861 ***********************************************************************
 KF0861  DESIGNATION -  OAK
 KF0861  PID         -  KF0861
 KF0861  STATE/COUNTY-  KS/CLAY
 KF0861  USGS QUAD   -  IDANA (1964)
 KF0861
 KF0861                         *CURRENT SURVEY CONTROL
 KF0861  ___________________________________________________________________
 KF0861* NAD 83(1997)-  39 17 00.18404(N)    097 17 50.41401(W)     ADJUSTED  
 KF0861* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 KF0861  ___________________________________________________________________
 KF0861  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 KF0861  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 KF0861
 KF0861  HORZ ORDER  -  FIRST
 KF0861
 KF0861.The horizontal coordinates were established by classical geodetic methods
 KF0861.and adjusted by the National Geodetic Survey in October 1998..
 KF0861
 KF0861.The orthometric height was scaled from a topographic map.
 KF0861
 KF0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0861
 KF0861.The geoid height was determined by GEOID03.
 KF0861
 KF0861;                    North         East     Units Scale Factor Converg.
 KF0861;SPC KS N     -   105,701.885   460,622.385   MT  0.99995701   +0 26 40.5
 KF0861;UTM  14      - 4,349,606.594   646,850.964   MT  0.99986553   +1 04 41.7
 KF0861
 KF0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0861!SPC KS N     -   0.99993223  x   0.99995701  =   0.99988925
 KF0861!UTM  14      -   0.99993223  x   0.99986553  =   0.99979777
 KF0861
 KF0861:                Primary Azimuth Mark                     Grid Az
 KF0861:SPC KS N     -  CLIFTON ST MARYS CATHOLIC CH             002 11 31.2
 KF0861:UTM  14      -  CLIFTON ST MARYS CATHOLIC CH             001 33 30.0
 KF0861
 KF0861|---------------------------------------------------------------------|
 KF0861| PID    Reference Object                     Distance      Geod. Az  |
 KF0861|                                                           dddmmss.s |
 KF0861| KF0822 CLIFTON ST MARYS CATHOLIC CH        APPROX.31.9 KM 0023811.7 |
 KF0861| KF0821 CLIFTON MUNICIPAL STANDPIPE         APPROX.31.7 KM 0025229.9 |
 KF0861| KF0842 MORGANVILLE TANK                    APPROX.22.0 KM 0222142.5 |
 KF0861| KF0843 CLAY CENTER COURTHOUSE SPIRE        APPROX.18.1 KM 0545730.4 |
 KF0861| KF0839 CLAY CENTER ST PAUL CHURCH          APPROX.18.6 KM 0553543.8 |
 KF0861| KF0840 CLAY CENTER REA RADIO MAST          APPROX.19.8 KM 0625255.3 |
 KF0861| KF1122 LEONARDVILLE MUNICIPAL TANK         APPROX.38.9 KM 0761415.4 |
 KF0861| CO1952 OAK RM 1                             33.512 METERS 10709     |
 KF0861| CO1953 OAK RM 2                             39.120 METERS 17523     |
 KF0861| CO1951 OAK AZ MK                                          1761351.1 |
 KF0861| KF0855 MANCHESTER TANK                     APPROX.20.9 KM 1852417.6 |
 KF0861| KF0862 MILTONVALE MUNICIPAL TANK           APPROX.15.5 KM 2994137.0 |
 KF0861| KF0865 AURORA MUNICIPAL TANK               APPROX.27.6 KM 3132620.8 |
 KF0861|---------------------------------------------------------------------|
 KF0861
 KF0861                          SUPERSEDED SURVEY CONTROL
 KF0861
 KF0861  NAD 83(1986)-  39 17 00.19163(N)    097 17 50.41333(W) AD(       ) 1
 KF0861  NAD 27      -  39 17 00.21800(N)    097 17 49.32100(W) AD(       ) 1
 KF0861
 KF0861.Superseded values are not recommended for survey control.
 KF0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0861.See file dsdata.txt to determine how the superseded data were derived.
 KF0861
 KF0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ4685149607(NAD 83)
 KF0861_MARKER: DS = TRIANGULATION STATION DISK
 KF0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0861
 KF0861  HISTORY     - Date     Condition        Report By
 KF0861  HISTORY     - 1935     MONUMENTED       CGS
 KF0861  HISTORY     - 1950     GOOD             CGS
 KF0861
 KF0861                          STATION DESCRIPTION
 KF0861
 KF0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0861'STATION IS ABOUT 2.5 MILES NORTH AND 2 MILES EAST OF OAK HILL
 KF0861'AND ABOUT 9 MILES WEST AND 6.5 MILES SOUTH OF CLAY CENTER, ON A
 KF0861'PROMINENT ROCKY KNOLL IN THE NE 1/4 SE 1/4 SEC. 10, T. 9 S., R. 1
 KF0861'E., ON PROPERTY OWNED BY DAVID HEILMAN SR.  MARK IS SET 200
 KF0861'FEET WEST OF EAST FENCE OF SECTION, 10 FEET SOUTH OF EAST-WEST
 KF0861'FENCE, AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 KF0861'
 KF0861'REACHED FROM JUNCTION OF STATE HIGHWAY 15 AND CLAY COUNTY ROAD
 KF0861'404 (WHICH IS 9 MILES SOUTH OF CLAY CENTER) BY GOING WEST
 KF0861'ON CLAY COUNTY ROAD 404 FOR 9 MILES TO CROSS ROAD, SCHOOLHOUSE IN
 KF0861'SOUTHEAST ANGLE, THENCE NORTH ON A PRAIRIE ROAD FOR 2.45 MILES
 KF0861'TO TOP OF HILL AND STATION ABOUT 220 FEET WEST IN EAST-WEST FENCE
 KF0861'LINE.
 KF0861'
 KF0861'REFERENCE MARK NO. 1 IS SET IN BEDROCK SOUTHEAST OF STATION.
 KF0861'
 KF0861'REFERENCE MARK NO. 2 IS SET IN BEDROCK SOUTHWEST OF STATION.
 KF0861'DISTANCE OF REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 KF0861'40.995 METERS (134.50 FEET).
 KF0861'
 KF0861'AZIMUTH MARK IS 0.5 MILE SOUTH OF STATION, IN EAST FENCE OF
 KF0861'SECTION-LINE ROAD, 20 FEET EAST OF CENTERLINE OF ROAD, AND PROJECTS
 KF0861'ABOUT 6 INCHES ABOVE GROUND.
 KF0861'
 KF0861'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 KF0861
 KF0861                          STATION RECOVERY (1950)
 KF0861
 KF0861'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0861'THE STATION, REFERENCE MARKS NOS 1 AND 2,
 KF0861'AND AZIMUTH MARK, RECOVERED AND FOUND IN GOOD
 KF0861'CONDITION.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KF0861'
 KF0861'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH AND 2.0 MILES EAST
 KF0861'OF OAK HILL, 9.0 MILES WEST AND 6-1/2 MILES SOUTH OF CLAY CENTER
 KF0861'ON THE HIGHEST POINT OF A PROMINENT ROCKY HILL AND ON LAND
 KF0861'OWNED BY MR. WILLIAM HEILMAN AND LEASED BY MR. MELVIN CYR.  IT IS
 KF0861'ABOUT 200 FEET WEST OF NORTH-SOUTH FENCE LINE AND 10 FEET SOUTH
 KF0861'OF EAST-WEST FENCE LINE.  IT IS STAMPED OAK 1935 AND PROJECTS 6
 KF0861'INCHES.
 KF0861'
 KF0861'REFERENCE MARK NO 1 IS EAST-SOUTHEAST OF THE STATION, SET IN
 KF0861'BEDROCK OUTCROP AND ON ABOUT THE SAME ELEVATION AS THE STATION MARK.
 KF0861'IT IS STAMPED OAK NO 1 1935 AND SET FLUSH WITH THE ROCK SURFACE.
 KF0861'
 KF0861'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, SET IN BEDROCK
 KF0861'OUTCROP ABOUT 15 FEET NORTH OF THE NORTH SLOPE OF THE HILL.  IT IS
 KF0861'STAMPED OAK NO 2 1935 AND SET FLUSH WITH THE ROCK SURFACE.
 KF0861'
 KF0861'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 134.51 FEET.
 KF0861'
 KF0861'THE AZIMUTH MARK IS ABOUT 0.5 MILE SOUTH OF THE STATION, 20 FEET
 KF0861'EAST OF THE CENTER OF SECTION LINE ROAD AND 1 FOOT WEST OF
 KF0861'NORTH-SOUTH FENCE LINE.  IT IS STAMPED OAK 1935 AND PROJECTS
 KF0861'6 INCHES.  TO REACH FROM STATION, GO SOUTH ON SECTION LINE ROAD
 KF0861'FOR 0.5 MILE TO MARK ON THE EAST SIDE AS DESCRIBED.
 KF0861'
 KF0861'TO REACH THE STATION FROM THE RAILROAD STATION IN OAK HILL, GO EAST
 KF0861'ON GRADED GRAVEL ROAD FOR 0.4 MILE TO CROSSROAD, TURN LEFT AND
 KF0861'GO NORTH ON COUNTY ROUTE 827 FOR 3.0 MILES, TURN RIGHT AND GO
 KF0861'EAST FOR 1.0 MILE TO WHERE ROAD MAKES A LEFT TURN AND A WIRE GATE
 KF0861'IN FENCE LINE STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD THROUGH
 KF0861'WIRE GATE AND FOLLOW TRACK ROAD EAST AND SOUTHEAST PASSING TO
 KF0861'THE SOUTH OF A SMALL CORRAL FOR 0.65 MILE TO WIRE GATE, PASS
 KF0861'THROUGH GATE AND CONTINUE IN AN EASTERLY DIRECTION FOR 0.35
 KF0861'MILE TO WIRE GATE JUST NORTHWEST OF ROCK HOUSE, PASS THROUGH
 KF0861'GATE AND GO SOUTH ALONG THE WEST SIDE OF ROCK HOUSE TO WIRE GATE
 KF0861'IN FENCE LINE JUST SOUTHWEST OF HOUSE, PASS THROUGH GATE
 KF0861'AND CONTINUE SOUTH ACROSS PASTURE FOR 0.15 MILE TO WIRE
 KF0861'GATE, PASS THROUGH GATE AND FOLLOW TRACK ROAD SOUTHEAST AND
 KF0861'EAST ACROSS PASTURE FOR 0.3 MILE TO WIRE GATE IN SOUTHEAST
 KF0861'CORNER OF PASTURE, PASS THROUGH GATE TO OLD SECTION LINE
 KF0861'ROAD, TURN RIGHT SOUTH AND FOLLOW OLD SECTION LINE ROAD FOR 0.15
 KF0861'MILE TO WIRE GATE IN FENCE LINE ON RIGHT, PASS THROUGH GATE AND
 KF0861'GO WEST ACROSS PASTURE FOR ABOUT 200 FEET TO STATION AS
 KF0861'DESCRIBED.
 KF0861'
 KF0861'OBSERVATIONS MADE FROM A 10 FOOT WOODEN STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1237 ***********************************************************************
 HF1237  DESIGNATION -  OAKLAWN MUNICIPAL TANK
 HF1237  PID         -  HF1237
 HF1237  STATE/COUNTY-  KS/SEDGWICK
 HF1237  USGS QUAD   -  DERBY (1982)
 HF1237
 HF1237                         *CURRENT SURVEY CONTROL
 HF1237  ___________________________________________________________________
 HF1237* NAD 83(1997)-  37 36 46.62552(N)    097 17 40.34120(W)     ADJUSTED  
 HF1237* NAVD 88     -                                                        
 HF1237  ___________________________________________________________________
 HF1237  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HF1237  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 HF1237
 HF1237  HORZ ORDER  -  THIRD
 HF1237
 HF1237.The horizontal coordinates were established by classical geodetic methods
 HF1237.and adjusted by the National Geodetic Survey in October 1998..
 HF1237
 HF1237
 HF1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1237
 HF1237.The geoid height was determined by GEOID03.
 HF1237
 HF1237;                    North         East     Units Scale Factor Converg.
 HF1237;SPC KS S     -   505,711.002   506,424.346   MT  0.99994998   +0 44 26.8
 HF1237;UTM  14      - 4,164,240.108   650,524.167   MT  0.99987908   +1 02 27.9
 HF1237
 HF1237                          SUPERSEDED SURVEY CONTROL
 HF1237
 HF1237  NAD 83(1997)-  37 36 46.63250(N)    097 17 40.33639(W) AD(       ) 4
 HF1237  NAD 83(1986)-  37 36 46.63758(N)    097 17 40.33628(W) AD(       ) 4
 HF1237  NAD 27      -  37 36 46.57896(N)    097 17 39.17303(W) AD(       ) 3
 HF1237
 HF1237.Superseded values are not recommended for survey control.
 HF1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1237.See file dsdata.txt to determine how the superseded data were derived.
 HF1237
 HF1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5052464240(NAD 83)
 HF1237_MARKER: 53 = ELEVATED TANK
 HF1237
 HF1237  HISTORY     - Date     Condition        Report By
 HF1237  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1237
 HF1237                          STATION DESCRIPTION
 HF1237
 HF1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1237'THE STATION IS LOCATED IN OAKLAWN (A SUBURB OF WICHITA).  THE TANK
 HF1237'IS A STEEL TANK, PAINTED SILVER, 120 FEET HIGH AND SUPPORTED BY A
 HF1237'FOUR LEGGED STEEL STRUCTURE.  IT HAS OAKLAWN IN BLACK LETTERS ON
 HF1237'THE SIDE.  THE APEX OF THE CONICAL TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0180 ***********************************************************************
 KH0180  DESIGNATION -  OAKLEY
 KH0180  PID         -  KH0180
 KH0180  STATE/COUNTY-  KS/LOGAN
 KH0180  USGS QUAD   -  OAKLEY NORTH (1979)
 KH0180
 KH0180                         *CURRENT SURVEY CONTROL
 KH0180  ___________________________________________________________________
 KH0180* NAD 83(1997)-  39 07 59.68945(N)    100 51 48.52426(W)     ADJUSTED  
 KH0180* NAVD 88     -       933.995  (meters)    3064.28   (feet)  ADJUSTED  
 KH0180  ___________________________________________________________________
 KH0180  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 KH0180  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 KH0180  DYNAMIC HT  -         933.254 (meters)    3061.85  (feet)  COMP
 KH0180  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 KH0180
 KH0180  HORZ ORDER  -  THIRD
 KH0180  VERT ORDER  -  FIRST     CLASS II
 KH0180
 KH0180.The horizontal coordinates were established by classical geodetic methods
 KH0180.and adjusted by the National Geodetic Survey in October 1998..
 KH0180
 KH0180.The orthometric height was determined by differential leveling
 KH0180.and adjusted by the National Geodetic Survey in June 1991..
 KH0180
 KH0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0180
 KH0180.The geoid height was determined by GEOID03.
 KH0180
 KH0180.The dynamic height is computed by dividing the NAVD 88
 KH0180.geopotential number by the normal gravity value computed on the
 KH0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0180.degrees latitude (g = 980.6199 gals.).
 KH0180
 KH0180.The modeled gravity was interpolated from observed gravity values.
 KH0180
 KH0180;                    North         East     Units Scale Factor Converg.
 KH0180;SPC KS N     -    92,713.243   152,464.458   MT  0.99995894   -1 48 42.4
 KH0180;UTM  14      - 4,333,216.705   338,935.337   MT  0.99991943   -1 10 34.8
 KH0180
 KH0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0180!SPC KS N     -   0.99985735  x   0.99995894  =   0.99981629
 KH0180!UTM  14      -   0.99985735  x   0.99991943  =   0.99977679
 KH0180
 KH0180|---------------------------------------------------------------------|
 KH0180| PID    Reference Object                     Distance      Geod. Az  |
 KH0180|                                                           dddmmss.s |
 KH0180| KH0179 OAKLEY RM 1                          13.382 METERS 06920     |
 KH0180| KH0178 OAKLEY AZ MK                                       0882146.8 |
 KH0180| KH0557 KURTZ                               APPROX. 7.2 KM 1831305.4 |
 KH0180| KH0181 OAKLEY RM 2                          12.930 METERS 29356     |
 KH0180|---------------------------------------------------------------------|
 KH0180
 KH0180                          SUPERSEDED SURVEY CONTROL
 KH0180
 KH0180  NAD 83(1986)-  39 07 59.69165(N)    100 51 48.52719(W) AD(       ) 3
 KH0180  NAD 27      -  39 07 59.66500(N)    100 51 46.99300(W) AD(       ) 3
 KH0180  NGVD 29 (??/??/92)  933.665  (m)         3063.20   (f) ADJ UNCH    1 2
 KH0180
 KH0180.Superseded values are not recommended for survey control.
 KH0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0180.See file dsdata.txt to determine how the superseded data were derived.
 KH0180
 KH0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3893533217(NAD 83)
 KH0180_MARKER: DS = TRIANGULATION STATION DISK
 KH0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0180_STAMPING: OAKLEY 1951
 KH0180_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KH0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0180+STABILITY: SURFACE MOTION
 KH0180
 KH0180  HISTORY     - Date     Condition        Report By
 KH0180  HISTORY     - 1951     MONUMENTED       CGS
 KH0180  HISTORY     - 1953     GOOD             CGS
 KH0180  HISTORY     - 1953     GOOD             NGS
 KH0180  HISTORY     - 1974     MARK NOT FOUND   USGS
 KH0180  HISTORY     - 1980     GOOD             NGS
 KH0180
 KH0180                          STATION DESCRIPTION
 KH0180
 KH0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0180'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF OAKLEY, 50
 KH0180'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 42 FEET
 KH0180'SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 13 FEET
 KH0180'SOUTH OF A FENCE CORNER AND 7 FEET SOUTHWEST OF A WITNESS
 KH0180'POST.  IT PROJECTS 4 INCHES AND IS STAMPED OAKLEY 1951.
 KH0180'
 KH0180'REFERENCE MARK NO. 1 IS 42 FEET EAST OF FENCE CORNER AND 26
 KH0180'FEET SOUTH OF THE CENTER OF EAST-WEST ROAD.  IT PROJECTS 4
 KH0180'INCHES AND IS STAMPED OAKLEY NO 1 1951.
 KH0180'
 KH0180'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF EAST-WEST ROAD AND
 KH0180'19 FEET EAST OF EAST RAIL OF RAILROAD TRACKS.  IT PROJECTS
 KH0180'4 INCHES AND IS STAMPED OAKLEY NO 2 1951.
 KH0180'
 KH0180'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 79.86 FEET.
 KH0180'
 KH0180'THE AZIMUTH MARK IS 28 FEET NORTH OF CENTER OF U.S. HIGHWAY 83,
 KH0180'20 FEET WEST OF DRIVEWAY INTO FARM HOUSE, AND 2 FEET NORTH OF
 KH0180'WITNESS POST.  IT PROJECTS 4 INCHES AND IS STAMPED OAKLEY 1951.
 KH0180'
 KH0180'TO REACH THE STATION FROM THE POST OFFICE IN OAKLEY GO NORTH
 KH0180'ON U.S. HIGHWAY 83 FOR 0.5 MILE TO WHERE U.S. HIGHWAY 83 TURNS
 KH0180'LEFT, TURN LEFT FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT
 KH0180'AS DESCRIBED.  CONTINUE WEST ON U.S. HIGHWAY 83 FOR 0.35 MILE
 KH0180'TO WHERE HIGHWAY BEARS NORTH, CONTINUE STRAIGHT AHEAD WEST ON
 KH0180'GRAVEL ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT JUST
 KH0180'BEFORE CROSSING THE RAILROAD TRACKS.
 KH0180
 KH0180                          STATION RECOVERY (1953)
 KH0180
 KH0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KH0180'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE UNION
 KH0180'PACIFIC RAILROAD STATION AT OAKLEY, 160 FEET SOUTHWEST OF THE
 KH0180'CENTER LINE OF THE HIGHWAY, AT A POINT WHERE THE HIGHWAY TURNS
 KH0180'NORTH, 44 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 KH0180'WEST, 49 FEET EAST OF THE EAST RAIL OF THE UNION PACIFIC
 KH0180'RAILROAD, 12.2 FEET NORTHEAST OF A TELEPHONE POLE, 6.8 FEET
 KH0180'SOUTHWEST OF A WITNESS POST, A TRIANGULATION STATION DISK SET
 KH0180'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 KH0180'THE GROUND, STAMPED OAKLEY 1951.
 KH0180'
 KH0180'OAKLEY R.M. 1 IS 43.9 FEET NORTHEAST OF TRIANGULATION STATION
 KH0180'OAKLEY 1951, 25 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING
 KH0180'WEST, 2.7 FEET NORTH OF A FENCE, A REFERENCE MARK DISK SET IN
 KH0180'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 KH0180'GROUND, STAMPED OAKLEY NO 1 1951.
 KH0180'
 KH0180'OAKLEY R.M. 2 IS 42.4 FEET NORTHWEST OF TRIANGULATION STATION
 KH0180'OAKLEY 1951, 23 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD
 KH0180'LEADING WEST, 19 FEET EAST OF THE EAST RAIL OF THE UNION
 KH0180'PACIFIC RAILROAD, A REFERENCE MARK DISK SET IN THE TOP OF A
 KH0180'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED
 KH0180'OAKLEY NO 2 1951.
 KH0180'
 KH0180'OAKLEY 1951 AZIMUTH IS 0.5 MILE EAST OF TRIANGULATION STATION
 KH0180'OAKLEY 1951, 101 FEET SOUTHWEST OF A WHITE HOUSE, 29 FEET
 KH0180'NORTH OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET WEST OF THE
 KH0180'SOUTH END OF A ROW OF ELM TREES, 1.5 FEET NORTHWEST OF A
 KH0180'WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 KH0180'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED OAKLEY
 KH0180'1951.
 KH0180
 KH0180                          STATION RECOVERY (1953)
 KH0180
 KH0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 KH0180'1.1 MI NW FROM OAKLEY.
 KH0180'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE UNION PACIFIC
 KH0180'RAILROAD STATION AT OAKLEY, 160 FEET SOUTHWEST OF THE CENTER
 KH0180'LINE OF THE HIGHWAY, AT A POINT WHERE THE HIGHWAY TURNS NORTH,
 KH0180'44 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST,
 KH0180'49 FEET EAST OF THE EAST RAIL OF THE UNION PACIFIC RAILROAD,
 KH0180'12.2 FEET NORTHEAST OF A TELEPHONE POLE, 6.8 FEET SOUTHWEST OF
 KH0180'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KH0180'0.6 FOOT ABOVE THE GROUND.
 KH0180
 KH0180                          STATION RECOVERY (1974)
 KH0180
 KH0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WMH)
 KH0180'STA. AND REF. MARKS LOOKED FOR, NOT FOUND.
 KH0180
 KH0180                          STATION RECOVERY (1980)
 KH0180
 KH0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KH0180'THE SURFACE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 KH0180'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND
 KH0180'DESTROYED.  THE AZIMUTH MARK IS NO LONGER GROUND VISIBLE AND THERE WAS
 KH0180'NO SUITABLE LOCATION FOR ANOTHER ONE, DUE TO TREES, BUILDINGS, ROAD
 KH0180'SIGNS AND FARMING OPERATIONS UP TO THE EDGE OF ROADS.  REFERENCE MARK
 KH0180'3 WAS ESTABLISHED.  THE DISTANCE TO REFERENCE MARK 1 WAS 0.017 METER
 KH0180'SHORTER THAN 1951 DATA.  A NEW DESCRIPTION FOLLOWS.
 KH0180'
 KH0180'THE STATION IS LOCATED IN THE NORTHWEST PART OF OAKLEY, AT THE
 KH0180'INTERSECTION OF WEST EIGHTH STREET AND MAPLE AVENUE AND AT A RAILROAD
 KH0180'CROSSING OF WEST EIGHTH STREET.
 KH0180'
 KH0180'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON WEST EIGHTH
 KH0180'STREET FOR 0.4 MILE TO THE MARK ON THE LEFT, AT THE SOUTHEAST CORNER
 KH0180'OF AN OPEN FIELD AND AT THE BEGINNING OF A CURVE IN THE ROAD TO THE
 KH0180'RIGHT.
 KH0180'
 KH0180'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED---OAKLEY
 KH0180'1951--- SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 2 INCHES
 KH0180'BELOW THE GROUND SURFACE.  IT IS 129 FEET EAST OF THE CENTERLINE OF
 KH0180'MAPLE AVENUE, 79 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 48.8
 KH0180'FEET EAST OF THE EAST RAIL, 39 FEET SOUTH OF THE CENTERLINE OF EIGHTH
 KH0180'STREET AND 17.2 FEET SOUTHWEST OF A BURIED CABLE JUNCTION BOX.  THE
 KH0180'UNDERGROUND MARK WAS NOT INSPECTED.
 KH0180'
 KH0180'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---OAKLEY NO 1 1951---
 KH0180'SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 113.0
 KH0180'FEET EAST-SOUTHEAST OF THE CENTER OF THE CROSSING, 31.8 FEET EAST OF
 KH0180'THE BURIED CABLE JUNCTION BOX AND 22 FEET SOUTH OF THE CENTERLINE OF
 KH0180'WEST EIGHTH STREET.
 KH0180'
 KH0180'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---OAKLEY 1951 NO 3
 KH0180'1980--- SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 1 INCH
 KH0180'BELOW THE GROUND SURFACE.  IT IS 98 FEET EAST OF THE CENTERLINE OF
 KH0180'MAPLE AVENUE, 49.0 FEET WEST-NORTHWEST OF THE BURIED CABLE JUNCTION
 KH0180'BOX, 37.0 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 26.0 FEET
 KH0180'SOUTH OF THE CENTERLINE OF WEST EIGHTH STREET AND 18.5 FEET EAST OF
 KH0180'THE EAST RAIL.
 KH0180'
 KH0180'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---OAKLEY 1951--- SET IN
 KH0180'THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 27.5
 KH0180'FEET NORTH OF THE CENTERLINE OF WEST EIGHTH STREET, 4.5 FEET WEST OF
 KH0180'THE SOUTH END OF A ROW OF TREES AND 3.4 FEET EAST OF A LIGHT POLE.
 KH0180'
 KH0180'REBAR WAS DRIVEN ALONGSIDE ALL THE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0178 ***********************************************************************
 KH0178  DESIGNATION -  OAKLEY AZ MK
 KH0178  PID         -  KH0178
 KH0178  STATE/COUNTY-  KS/THOMAS
 KH0178  USGS QUAD   -  OAKLEY NORTH (1979)
 KH0178
 KH0178                         *CURRENT SURVEY CONTROL
 KH0178  ___________________________________________________________________
 KH0178* NAD 83(1986)-  39 08 00.     (N)    100 51 21.     (W)     SCALED    
 KH0178* NAVD 88     -       933.221  (meters)    3061.74   (feet)  ADJUSTED  
 KH0178  ___________________________________________________________________
 KH0178  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 KH0178  DYNAMIC HT  -         932.481 (meters)    3059.31  (feet)  COMP
 KH0178  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 KH0178
 KH0178  VERT ORDER  -  FIRST     CLASS II
 KH0178
 KH0178.The horizontal coordinates were scaled from a topographic map and have
 KH0178.an estimated accuracy of +/- 6 seconds.
 KH0178
 KH0178.The orthometric height was determined by differential leveling
 KH0178.and adjusted by the National Geodetic Survey in June 1991..
 KH0178
 KH0178.The geoid height was determined by GEOID03.
 KH0178
 KH0178.The dynamic height is computed by dividing the NAVD 88
 KH0178.geopotential number by the normal gravity value computed on the
 KH0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0178.degrees latitude (g = 980.6199 gals.).
 KH0178
 KH0178.The modeled gravity was interpolated from observed gravity values.
 KH0178
 KH0178;                    North         East    Units  Estimated Accuracy
 KH0178;SPC KS N     -    92,700.      153,130.      MT  (+/- 180 meters Scaled)
 KH0178
 KH0178                          SUPERSEDED SURVEY CONTROL
 KH0178
 KH0178  NGVD 29 (02/14/92)  932.877  (m)         3060.61   (f) ADJUSTED    1 2
 KH0178
 KH0178.Superseded values are not recommended for survey control.
 KH0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0178.See file dsdata.txt to determine how the superseded data were derived.
 KH0178
 KH0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ395332(NAD 83)
 KH0178_MARKER: DZ = AZIMUTH MARK DISK
 KH0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0178_SP_SET: CONCRETE POST
 KH0178_STAMPING: OAKLEY 1951
 KH0178_MARK LOGO: CGS   
 KH0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0178+STABILITY: SURFACE MOTION
 KH0178
 KH0178  HISTORY     - Date     Condition        Report By
 KH0178  HISTORY     - 1951     MONUMENTED       CGS
 KH0178  HISTORY     - 1953     GOOD             NGS
 KH0178  HISTORY     - 1986     GOOD             NGS
 KH0178
 KH0178                          STATION DESCRIPTION
 KH0178
 KH0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0178'0.6 MI N FROM OAKLEY.
 KH0178'0.6 MILE NORTH ALONG U.S. HIGHWAY 83 FROM THE UNION PACIFIC
 KH0178'RAILROAD STATION AT OAKLEY, 101 FEET SOUTHWEST OF A WHITE HOUSE,
 KH0178'29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET WEST
 KH0178'OF THE SOUTH END OF A ROW OF ELM TREES, 1.5 FEET NORTHWEST OF
 KH0178'A WITNESS POST, 0.5 MILE EAST OF TRIANGULATION STATION OAKLEY
 KH0178'1951, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 KH0178'ABOVE THE GROUND.
 KH0178
 KH0178                          STATION RECOVERY (1986)
 KH0178
 KH0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0178'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.99 KM (1.24
 KH0178'MI) NORTH ALONG US HIGHWAY 83 FROM THE JUNCTION OF US HIGHWAY 40 AT
 KH0178'OAKLEY, ACROSS THE HIGHWAY FROM THE OAKLEY HIGH SCHOOL, 8.8 METERS (29
 KH0178'FT) NORTH OF THE HIGHWAY CENTERLINE, 30.7 METERS (101 FT) SOUTHWEST OF
 KH0178'THE SOUTHWEST CORNER OF A WHITE HOUSE, 3.6 METERS (12 FT) WEST OF A
 KH0178'FENCE CORNER AND 1.4 METERS (4.5 FT) EAST OF A LIGHT POLE.
 KH0178'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KH0178'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0785 ***********************************************************************
 KH0785  DESIGNATION -  OAKLEY MUNICIPAL TANK
 KH0785  PID         -  KH0785
 KH0785  STATE/COUNTY-  KS/LOGAN
 KH0785  USGS QUAD   -  OAKLEY NORTH (1979)
 KH0785
 KH0785                         *CURRENT SURVEY CONTROL
 KH0785  ___________________________________________________________________
 KH0785* NAD 83(1997)-  39 07 44.14007(N)    100 50 50.73983(W)     ADJUSTED  
 KH0785* NAVD 88     -                                                        
 KH0785  ___________________________________________________________________
 KH0785  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 KH0785  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KH0785
 KH0785  HORZ ORDER  -  THIRD
 KH0785
 KH0785.The horizontal coordinates were established by classical geodetic methods
 KH0785.and adjusted by the National Geodetic Survey in October 1998..
 KH0785
 KH0785
 KH0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0785
 KH0785.The geoid height was determined by GEOID03.
 KH0785
 KH0785;                    North         East     Units Scale Factor Converg.
 KH0785;SPC KS N     -    92,190.229   153,836.485   MT  0.99995910   -1 48 05.8
 KH0785;UTM  14      - 4,332,708.962   340,313.022   MT  0.99991399   -1 09 58.0
 KH0785
 KH0785                          SUPERSEDED SURVEY CONTROL
 KH0785
 KH0785  NAD 83(1986)-  39 07 44.14285(N)    100 50 50.74196(W) AD(       ) 4
 KH0785  NAD 27      -  39 07 44.11500(N)    100 50 49.20800(W) AD(       ) 3
 KH0785
 KH0785.Superseded values are not recommended for survey control.
 KH0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0785.See file dsdata.txt to determine how the superseded data were derived.
 KH0785
 KH0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4031332709(NAD 83)
 KH0785_MARKER: 53 = ELEVATED TANK
 KH0785
 KH0785  HISTORY     - Date     Condition        Report By
 KH0785  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0785
 KH0785                          STATION DESCRIPTION
 KH0785
 KH0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0785'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF TOWN, AT
 KH0785'THE EAST END OF EAST FOURTH STREET.  IT IS A CONICAL SHAPED,
 KH0785'SILVER COLORED TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 KH0785'WITH AN OVERALL HEIGHT OF 90 FEET AND HAS THE WORD OAKLEY ON
 KH0785'THE SOUTH SIDE.
 KH0785'
 KH0785'THE POINT OBSERVED WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0179 ***********************************************************************
 KH0179  DESIGNATION -  OAKLEY RM 1
 KH0179  PID         -  KH0179
 KH0179  STATE/COUNTY-  KS/LOGAN
 KH0179  USGS QUAD   -  OAKLEY NORTH (1979)
 KH0179
 KH0179                         *CURRENT SURVEY CONTROL
 KH0179  ___________________________________________________________________
 KH0179* NAD 83(1986)-  39 07 59.     (N)    100 51 48.     (W)     SCALED    
 KH0179* NAVD 88     -       934.137  (meters)    3064.75   (feet)  ADJUSTED  
 KH0179  ___________________________________________________________________
 KH0179  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 KH0179  DYNAMIC HT  -         933.397 (meters)    3062.32  (feet)  COMP
 KH0179  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 KH0179
 KH0179  VERT ORDER  -  FIRST     CLASS II
 KH0179
 KH0179.The horizontal coordinates were scaled from a topographic map and have
 KH0179.an estimated accuracy of +/- 6 seconds.
 KH0179
 KH0179.The orthometric height was determined by differential leveling
 KH0179.and adjusted by the National Geodetic Survey in June 1991..
 KH0179
 KH0179.The geoid height was determined by GEOID03.
 KH0179
 KH0179.The dynamic height is computed by dividing the NAVD 88
 KH0179.geopotential number by the normal gravity value computed on the
 KH0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0179.degrees latitude (g = 980.6199 gals.).
 KH0179
 KH0179.The modeled gravity was interpolated from observed gravity values.
 KH0179
 KH0179;                    North         East    Units  Estimated Accuracy
 KH0179;SPC KS N     -    92,690.      152,480.      MT  (+/- 180 meters Scaled)
 KH0179
 KH0179                          SUPERSEDED SURVEY CONTROL
 KH0179
 KH0179  NGVD 29 (??/??/92)  933.808  (m)         3063.67   (f) ADJ UNCH    1 2
 KH0179
 KH0179.Superseded values are not recommended for survey control.
 KH0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0179.See file dsdata.txt to determine how the superseded data were derived.
 KH0179
 KH0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ389331(NAD 83)
 KH0179_MARKER: DR = REFERENCE MARK DISK
 KH0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0179_STAMPING: OAKLEY NO 1 1951
 KH0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0179+STABILITY: SURFACE MOTION
 KH0179
 KH0179  HISTORY     - Date     Condition        Report By
 KH0179  HISTORY     - 1951     MONUMENTED       CGS
 KH0179  HISTORY     - 1953     GOOD             NGS
 KH0179
 KH0179                          STATION DESCRIPTION
 KH0179
 KH0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0179'1.1 MI NW FROM OAKLEY.
 KH0179'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE UNION PACIFIC
 KH0179'RAILROAD STATION AT OAKLEY, 43.9 FEET NORTHEAST OF TRIANGULATION
 KH0179'STATION OAKLEY 1951, 25 FEET SOUTH OF THE CENTER LINE OF A
 KH0179'DIRT ROAD LEADING WEST, 2.7 FEET NORTH OF A FENCE, SET IN THE
 KH0179'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0181 ***********************************************************************
 KH0181  DESIGNATION -  OAKLEY RM 2
 KH0181  PID         -  KH0181
 KH0181  STATE/COUNTY-  KS/LOGAN
 KH0181  USGS QUAD   -  OAKLEY NORTH (1979)
 KH0181
 KH0181                         *CURRENT SURVEY CONTROL
 KH0181  ___________________________________________________________________
 KH0181* NAD 83(1986)-  39 07 59.     (N)    100 51 48.     (W)     SCALED    
 KH0181* NAVD 88     -       934.387  (meters)    3065.57   (feet)  ADJUSTED  
 KH0181  ___________________________________________________________________
 KH0181  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 KH0181  DYNAMIC HT  -         933.646 (meters)    3063.14  (feet)  COMP
 KH0181  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 KH0181
 KH0181  VERT ORDER  -  FIRST     CLASS II
 KH0181
 KH0181.The horizontal coordinates were scaled from a topographic map and have
 KH0181.an estimated accuracy of +/- 6 seconds.
 KH0181
 KH0181.The orthometric height was determined by differential leveling
 KH0181.and adjusted by the National Geodetic Survey in June 1991..
 KH0181
 KH0181.The geoid height was determined by GEOID03.
 KH0181
 KH0181.The dynamic height is computed by dividing the NAVD 88
 KH0181.geopotential number by the normal gravity value computed on the
 KH0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0181.degrees latitude (g = 980.6199 gals.).
 KH0181
 KH0181.The modeled gravity was interpolated from observed gravity values.
 KH0181
 KH0181;                    North         East    Units  Estimated Accuracy
 KH0181;SPC KS N     -    92,690.      152,480.      MT  (+/- 180 meters Scaled)
 KH0181
 KH0181                          SUPERSEDED SURVEY CONTROL
 KH0181
 KH0181  NGVD 29 (??/??/92)  934.057  (m)         3064.49   (f) ADJ UNCH    1 2
 KH0181
 KH0181.Superseded values are not recommended for survey control.
 KH0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0181.See file dsdata.txt to determine how the superseded data were derived.
 KH0181
 KH0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ389331(NAD 83)
 KH0181_MARKER: DR = REFERENCE MARK DISK
 KH0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0181_STAMPING: OAKLEY NO 2 1951
 KH0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0181+STABILITY: SURFACE MOTION
 KH0181
 KH0181  HISTORY     - Date     Condition        Report By
 KH0181  HISTORY     - 1951     MONUMENTED       CGS
 KH0181  HISTORY     - 1953     GOOD             NGS
 KH0181
 KH0181                          STATION DESCRIPTION
 KH0181
 KH0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0181'1.1 MI NW FROM OAKLEY.
 KH0181'1.1 MILES NORTHWEST ALONG U.S. HIGHWAY 83 FROM THE UNION PACIFIC
 KH0181'RAILRAOD STATION AT OAKLEY, AT A POINT WHERE THE HIGHWAY TURNS
 KH0181'NORTH, 42.4 FEET NORTHWEST OF TRIANGULATION STATION OAKLEY 1951,
 KH0181'23 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST,
 KH0181'19 FEET EAST OF THE EAST RAIL OF THE UNION PACIFIC RAILROAD,
 KH0181'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 KH0181'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0784 ***********************************************************************
 KH0784  DESIGNATION -  OAKLEY ST JOSEPH CATH CH CROSS
 KH0784  PID         -  KH0784
 KH0784  STATE/COUNTY-  KS/LOGAN
 KH0784  USGS QUAD   -  OAKLEY NORTH (1979)
 KH0784
 KH0784                         *CURRENT SURVEY CONTROL
 KH0784  ___________________________________________________________________
 KH0784* NAD 83(1997)-  39 07 52.74177(N)    100 50 57.56259(W)     ADJUSTED  
 KH0784* NAVD 88     -                                                        
 KH0784  ___________________________________________________________________
 KH0784  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 KH0784  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 KH0784
 KH0784  HORZ ORDER  -  THIRD
 KH0784
 KH0784.The horizontal coordinates were established by classical geodetic methods
 KH0784.and adjusted by the National Geodetic Survey in October 1998..
 KH0784
 KH0784
 KH0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0784
 KH0784.The geoid height was determined by GEOID03.
 KH0784
 KH0784;                    North         East     Units Scale Factor Converg.
 KH0784;SPC KS N     -    92,460.502   153,681.040   MT  0.99995901   -1 48 10.1
 KH0784;UTM  14      - 4,332,977.483   340,154.597   MT  0.99991461   -1 10 02.5
 KH0784
 KH0784                          SUPERSEDED SURVEY CONTROL
 KH0784
 KH0784  NAD 83(1986)-  39 07 52.74452(N)    100 50 57.56475(W) AD(       ) 4
 KH0784  NAD 27      -  39 07 52.71600(N)    100 50 56.03200(W) AD(       ) 3
 KH0784
 KH0784.Superseded values are not recommended for survey control.
 KH0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0784.See file dsdata.txt to determine how the superseded data were derived.
 KH0784
 KH0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4015532977(NAD 83)
 KH0784_MARKER: 91 = CHURCH CROSS
 KH0784
 KH0784  HISTORY     - Date     Condition        Report By
 KH0784  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0784
 KH0784                          STATION DESCRIPTION
 KH0784
 KH0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0784'THE STATION IS LOCATED IN THE NORTHEAST PART OF OAKLEY, AT A
 KH0784'NORTHWEST ANGLE OF FREEMAN AVENUE AND EAST 6TH STREET.  IT IS
 KH0784'A STONE BUILDING AND HAS A SPIRE AT THE SOUTHEAST CORNER WITH
 KH0784'A CROSS AT THE TOP.  THE SPIRE AND CROSS HAVE AN OVERALL HEIGHT
 KH0784'OF ABOUT 75 FEET.  THE CROSS AT THE TOP OF THE SPIRE WAS
 KH0784'OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0562 ***********************************************************************
 KH0562  SACS        -  This is a Secondary Airport Control Station.
 KH0562  DESIGNATION -  OAKPORT 1986
 KH0562  PID         -  KH0562
 KH0562  STATE/COUNTY-  KS/LOGAN
 KH0562  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0562
 KH0562                         *CURRENT SURVEY CONTROL
 KH0562  ___________________________________________________________________
 KH0562* NAD 83(1997)-  39 07 01.42653(N)    100 48 48.62371(W)     ADJUSTED  
 KH0562* NAVD 88     -       925.941  (meters)    3037.86   (feet)  ADJUSTED  
 KH0562  ___________________________________________________________________
 KH0562  X           -    -929,778.915 (meters)                     COMP
 KH0562  Y           -  -4,867,837.088 (meters)                     COMP
 KH0562  Z           -   4,002,976.979 (meters)                     COMP
 KH0562  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KH0562  ELLIP HEIGHT-         901.22  (meters)          (01/20/99) GPS OBS
 KH0562  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 KH0562  DYNAMIC HT  -         925.208 (meters)    3035.45  (feet)  COMP
 KH0562  MODELED GRAV-     979,804.1   (mgal)                       NAVD 88
 KH0562
 KH0562  HORZ ORDER  -  FIRST
 KH0562  VERT ORDER  -  FIRST     CLASS II
 KH0562  ELLP ORDER  -  FOURTH    CLASS II
 KH0562
 KH0562.This mark is at Oakley Municipal Airport (OEL)
 KH0562
 KH0562.The horizontal coordinates were established by GPS observations
 KH0562.and adjusted by the National Geodetic Survey in January 1999..
 KH0562
 KH0562.The orthometric height was determined by differential leveling
 KH0562.and adjusted by the National Geodetic Survey in June 1991..
 KH0562
 KH0562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KH0562
 KH0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0562
 KH0562.The ellipsoidal height was determined by GPS observations
 KH0562.and is referenced to NAD 83.
 KH0562
 KH0562.The geoid height was determined by GEOID03.
 KH0562
 KH0562.The dynamic height is computed by dividing the NAVD 88
 KH0562.geopotential number by the normal gravity value computed on the
 KH0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0562.degrees latitude (g = 980.6199 gals.).
 KH0562
 KH0562.The modeled gravity was interpolated from observed gravity values.
 KH0562
 KH0562;                    North         East     Units Scale Factor Converg.
 KH0562;SPC KS N     -    90,782.045   156,727.142   MT  0.99995956   -1 46 48.5
 KH0562;UTM  14      - 4,331,333.003   343,218.975   MT  0.99990267   -1 08 39.8
 KH0562
 KH0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0562!SPC KS N     -   0.99985862  x   0.99995956  =   0.99981819
 KH0562!UTM  14      -   0.99985862  x   0.99990267  =   0.99976131
 KH0562
 KH0562:                Primary Azimuth Mark                     Grid Az
 KH0562:SPC KS N     -  OAKPORT 1989                             263 41 19.2
 KH0562:UTM  14      -  OAKPORT 1989                             263 03 10.5
 KH0562
 KH0562|---------------------------------------------------------------------|
 KH0562| PID    Reference Object                     Distance      Geod. Az  |
 KH0562|                                                           dddmmss.s |
 KH0562| KH0842 OAKPORT 1989                        417.280 METERS 2615430.7 |
 KH0562|---------------------------------------------------------------------|
 KH0562
 KH0562                          SUPERSEDED SURVEY CONTROL
 KH0562
 KH0562  NAVD 88 (01/20/99)  925.94   (m)         3037.9    (f) LEVELING    3  
 KH0562  NGVD 29 (02/14/92)  925.600  (m)         3036.74   (f) ADJUSTED    1 2
 KH0562
 KH0562.Superseded values are not recommended for survey control.
 KH0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0562.See file dsdata.txt to determine how the superseded data were derived.
 KH0562
 KH0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4321931333(NAD 83)
 KH0562_MARKER: DH = HORIZONTAL CONTROL DISK
 KH0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0562_SP_SET: CONCRETE POST
 KH0562_STAMPING: OAKPORT 1986
 KH0562_MARK LOGO: NGS   
 KH0562_PROJECTION: FLUSH
 KH0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0562+STABILITY: SURFACE MOTION
 KH0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0562+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1998
 KH0562
 KH0562  HISTORY     - Date     Condition        Report By
 KH0562  HISTORY     - 1986     MONUMENTED       NGS
 KH0562  HISTORY     - 19981021 GOOD             NGS
 KH0562
 KH0562                          STATION DESCRIPTION
 KH0562
 KH0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KH0562'2.7 KM (1.7 MI) EAST FROM OAKLEY.
 KH0562'2.7 KM (1.7 MI) EAST ALONG US HIGHWAY 40 FROM THE JUNCTION OF US
 KH0562'HIGHWAY 83 AT OAKLEY, AT THE NORTH END OF THE MAIN NORTH-SOUTH RUNWAY
 KH0562'OF THE OAKLEY MUNICIPAL AIRPORT, 32.9 METERS (108 FT) WEST OF THE
 KH0562'CENTER OF THE NORTH-SOUTH RUNWAY, 24.1 METERS (79 FT) SOUTH OF THE
 KH0562'CENTER OF AN EAST-WEST TAXI RUNWAY, 22.8 METERS (74.9 FT) NORTHWEST OF
 KH0562'THE MOST WEST 1 OF 3 BLUE AND RED END RUNWAY LITES, 19.8 METERS (65
 KH0562'FT) SOUTHWEST OF THE SOUTH END OF A 18-INCH METAL PIPE CULVERT, 36.0
 KH0562'METERS (118 FT) SOUTH OF A NATURAL GAS REGULATOR AND 0.6 METER (2 FT)
 KH0562'SOUTH OF A LONE METAL FENCE POST.  NOTE--PERMISSION OBTAINED FROM MR.
 KH0562'RICH OLSON AIRPORT MANAGER.  PHONE--672-4621 (OAKLEY KANSAS)
 KH0562'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 KH0562'THE MARK IS ABOVE LEVEL WITH THE RUNWAY.
 KH0562
 KH0562                          STATION RECOVERY (1998)
 KH0562
 KH0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 KH0562'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF OAKLEY, AT THE
 KH0562'OAKLEY MUNICIPAL AIRPORT, EAST OF THE NORTH END OF THE SINGLE RUNWAY.
 KH0562'OWNERSHIP--CITY OF OAKLEY.  AIRPORT MANAGER JOHN LYSINGER, 210 AIRPORT
 KH0562'DRIVE, OAKLEY KS 67748.  PHONE 785-672-4621.  TO REACH THE STATION
 KH0562'FROM THE JUNCTION OF U.S.  HIGHWAYS 40 AND 83 IN SOUTH OAKLEY, GO EAST
 KH0562'FOR 2.8 KM (1.75 MI) ON HIGHWAY 40 TO A GRAVEL ROAD RIGHT.  TURN RIGHT
 KH0562'AND GO SOUTHERLY FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO
 KH0562'A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST FOR 50 METERS (164.0 FT) ON
 KH0562'THE GRAVEL ROAD WHICH TURNS TO CONCRETE, PASSING BETWEEN TWO HANGARS,
 KH0562'TO A CONCRETE DRIVE RIGHT.  TURN RIGHT AND GO SOUTH 0.1 KM (0.05 MI)
 KH0562'ON THE DRIVE WHICH TURNS TO ASPHALT, TO A CONNECTING TAXIWAY RIGHT.
 KH0562'TURN LEFT AND GO EAST 0.1 MI (0.2 KM) ON A PAVED ROAD TO THE END OF
 KH0562'THE ROAD AND THE STATION ON THE RIGHT. LOCATED 810.0 FT (246.9 M)
 KH0562'NORTHEAST FROM A WINDSOCK, 123.5 FT (37.6 M) SOUTH OF A 3 FT (0.9 M)
 KH0562'HIGH ELECTRIC METER, 108.0 FT (32.9 M) SOUTHEAST FROM THE CENTERLINE
 KH0562'OF PAVED ROAD AT END OF PAVEMENT AND 1.0 FT (0.3 M) SOUTH OF A WITNESS
 KH0562'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0842 ***********************************************************************
 KH0842  FBN         -  This is a Federal Base Network Control Station.
 KH0842  PACS        -  This is a Primary Airport Control Station.
 KH0842  DESIGNATION -  OAKPORT 1989
 KH0842  PID         -  KH0842
 KH0842  STATE/COUNTY-  KS/LOGAN
 KH0842  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0842
 KH0842                         *CURRENT SURVEY CONTROL
 KH0842  ___________________________________________________________________
 KH0842* NAD 83(1997)-  39 06 59.52160(N)    100 49 05.82056(W)     ADJUSTED  
 KH0842* NAVD 88     -       927.83   (meters)    3044.1    (feet)  GPS OBS   
 KH0842  ___________________________________________________________________
 KH0842  X           -    -930,191.989 (meters)                     COMP
 KH0842  Y           -  -4,867,797.402 (meters)                     COMP
 KH0842  Z           -   4,002,932.587 (meters)                     COMP
 KH0842  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KH0842  ELLIP HEIGHT-         903.11  (meters)          (08/12/03) GPS OBS
 KH0842  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KH0842
 KH0842  HORZ ORDER  -  B
 KH0842  ELLP ORDER  -  FOURTH    CLASS I
 KH0842
 KH0842.This mark is at Oakley Municipal Airport (OEL)
 KH0842
 KH0842.The horizontal coordinates were established by GPS observations
 KH0842.and adjusted by the National Geodetic Survey in December 1997..
 KH0842
 KH0842.The orthometric height was determined by GPS observations and a
 KH0842.high-resolution geoid model.
 KH0842
 KH0842.GPS derived orthometric heights for airport stations designated as
 KH0842.PACS or SACS are published to 2 decimal places.  This maintains
 KH0842.centimeter relative accuracy between the PACS and SACS.  It does
 KH0842.not indicate centimeter accuracy relative to other marks which are
 KH0842.part of the NAVD 88 network.
 KH0842
 KH0842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KH0842
 KH0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0842
 KH0842.The ellipsoidal height was determined by GPS observations
 KH0842.and is referenced to NAD 83.
 KH0842
 KH0842.The geoid height was determined by GEOID03.
 KH0842
 KH0842;                    North         East     Units Scale Factor Converg.
 KH0842;SPC KS N     -    90,736.175   156,312.407   MT  0.99995958   -1 46 59.4
 KH0842;UTM  14      - 4,331,282.536   342,804.799   MT  0.99990427   -1 08 50.6
 KH0842
 KH0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0842!SPC KS N     -   0.99985833  x   0.99995958  =   0.99981791
 KH0842!UTM  14      -   0.99985833  x   0.99990427  =   0.99976261
 KH0842
 KH0842|---------------------------------------------------------------------|
 KH0842| PID    Reference Object                     Distance      Geod. Az  |
 KH0842|                                                           dddmmss.s |
 KH0842| KH0159 A 302 RESET                         313.925 METERS 01709     |
 KH0842| KH0562 OAKPORT 1986                        417.280 METERS 0815419.9 |
 KH0842|---------------------------------------------------------------------|
 KH0842
 KH0842                          SUPERSEDED SURVEY CONTROL
 KH0842
 KH0842  ELLIP H (12/22/97)  903.14   (m)                       GP(       ) 4 1
 KH0842  NAD 83(1986)-  39 06 59.52459(N)    100 49 05.82392(W) AD(       ) 3
 KH0842  NGVD 29 (02/23/90)  927.5    (m)         3043.     (f) GPS OBS        
 KH0842
 KH0842.Superseded values are not recommended for survey control.
 KH0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0842.See file dsdata.txt to determine how the superseded data were derived.
 KH0842
 KH0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4280531283(NAD 83)
 KH0842_MARKER: I = METAL ROD
 KH0842_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KH0842_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KH0842_STAMPING: OAKPORT 1989
 KH0842_MARK LOGO: NGS   
 KH0842_PROJECTION: FLUSH
 KH0842_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0842+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 KH0842_ROD/PIPE-DEPTH: 11.1 meters
 KH0842_SLEEVE-DEPTH  : 1.0 meters
 KH0842
 KH0842  HISTORY     - Date     Condition        Report By
 KH0842  HISTORY     - 1989     MONUMENTED       NGS
 KH0842  HISTORY     - 19970326 GOOD             NGS
 KH0842  HISTORY     - 19981020 GOOD             NGS
 KH0842  HISTORY     - 20020808 GOOD             NGS
 KH0842
 KH0842                          STATION DESCRIPTION
 KH0842
 KH0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KH0842'THE STATION IS LOCATED ABOUT 3.0 KM (1.85 MI) EAST OF OAKLEY, AT THE
 KH0842'OAKLEY MUNICIPAL AIRPORT, ALONG THE WEST SIDE AND NEAR THE NORTH END
 KH0842'OF THE RUNWAY.  OWNERSHIP--CITY OF OAKLEY, C/O AIRPORT MANAGER JOHN
 KH0842'LYSINGER, RT 1 BOX 14A, OAKLEY KS 67748.  PHONE (913)672-4621 OR HOME
 KH0842'PHONE (913)672-4270.
 KH0842'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 83 IN
 KH0842'SOUTH OAKLEY, GO EAST FOR 2.8 KM (1.75 MI) ON HIGHWAY 40 TO A GRAVEL
 KH0842'ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 0.2 KM (0.10 MI) ON THE
 KH0842'AIRPORT ENTRANCE ROAD TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST
 KH0842'FOR 50 METERS ON THE GRAVEL ROAD WHICH TURNS TO CONCRETE, PASSING
 KH0842'BETWEEN TWO HANGARS, TO A CONCRETE DRIVE RIGHT.  TURN RIGHT AND GO
 KH0842'SOUTH FOR 0.1 KM (0.05 MI) ON THE DRIVE WHICH TURNS TO ASPHALT,
 KH0842'PASSING BETWEEN TWO HANGARS, TO A CONNECTING TAXIWAY RIGHT.  TURN
 KH0842'RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE CONNECTING TAXIWAY TO
 KH0842'THE STATION ON THE LEFT, JUST PAST THE SINGLE PAVED RUNWAY.
 KH0842'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 KH0842'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 11.1 METERS IN A GREASE
 KH0842'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 KH0842'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 KH0842'21.5 M (70.5 FT) SOUTHWEST FROM THE CENTER OF THE NORTH END OF THE
 KH0842'RUNWAY, 8.0 M (26.2 FT) SOUTH FROM THE EXTENDED CENTER OF THE
 KH0842'CONNECTING TAXIWAY, AND 5.5 M (18.0 FT) WEST FROM THE WEST EDGE OF THE
 KH0842'RUNWAY.
 KH0842'DESCRIBED BY K.L. FANCHER   (TYPED BY KLF).
 KH0842
 KH0842                          STATION RECOVERY (1997)
 KH0842
 KH0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KH0842'THE STATION IS LOCATED 3 KM (1.85 MI) EAST OF OAKLEY, AT THE OAKLEY
 KH0842'MUNICIPAL AIRPORT, IN THE NORTHWEST QUADRANT OF THE JUNCTION OF PAVED
 KH0842'RUNWAY 16-34 AND TURF RUNWAY 8-26.  OWNERSHIP--CITY OF OAKLEY. AIRPORT
 KH0842'MANAGER IS JOHN LYSINGER, ROUTE 1 BOX 14A, OAKLEY KS 67748, PHONE
 KH0842'913-672-4621 OR 672-4270 (HOME).  TO REACH FROM THE UNDERPASS AT THE
 KH0842'JUNCTION OF INTERSTATE HIGHWAY 70 AND U.S. HIGHWAY 40 ABOUT 3.5 KM
 KH0842'(2.15 MI) EAST OF OAKLEY (EXIT 76), GO WEST ON HIGHWAY 40 FOR 0.72 KM
 KH0842'(0.45 MI) TO THE GRAVEL AIRPORT ENTRANCE ROAD ON THE LEFT. TURN LEFT,
 KH0842'SOUTH ON THE ROAD FOR 0.16 KM (0.10 MI) TO A GRAVEL ROAD LEFT.  TURN
 KH0842'LEFT, EAST ON THE ROAD FOR 0.08 KM (0.05 MI) TO A SMALL APRON ON THE
 KH0842'RIGHT.  TURN RIGHT, SOUTH ACROSS THE APRON FOR 0.16 KM (0.10 MI) TO A
 KH0842'CONNECTOR TAXI.  TURN RIGHT, WEST ALONG THE TAXI FOR 0.16 KM (0.10 MI)
 KH0842'TO THE JUNCTION OF THE RUNWAY AND THE STATION AHEAD.  THE STATION IS A
 KH0842'PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE
 KH0842'FILLED SLEEVE 1 M (3.3 FT) LONG ENCASED IN A 12.7 CM PVC PIPE WITH A
 KH0842'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH GROUND.  IT IS 21.5 M
 KH0842'(70.5 FT) SOUTH OF THE CENTER OF THE RUNWAY END, 17.2 M (56.4 FT) WEST
 KH0842'OF THE CENTER OF RUNWAY, 16.3 M (53.5 FT) SOUTH OF THE WEST ONE OF
 KH0842'FOUR THRESHOLD LIGHTS, 14.1 M (46.3 FT) SOUTH-SOUTHWEST OF THE
 KH0842'NORTHWEST CORNER OF THE RUNWAY, 8.0 M (26.2 FT) SOUTH OF THE EXTENDED
 KH0842'CENTER OF THE TAXI AND 5.5 M (18.0 FT) WEST OF THE WEST EDGE OF THE
 KH0842'RUNWAY.  NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT
 KH0842'CONTROL STATION.
 KH0842
 KH0842                          STATION RECOVERY (1998)
 KH0842
 KH0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 KH0842'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE ADDRESS FOR
 KH0842'THE AIRPORT MANAGER IS 210 AIRPORT DRIVE.
 KH0842
 KH0842                          STATION RECOVERY (2002)
 KH0842
 KH0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 KH0842'RECOVERED AS DESCRIBED.  NOTE--THE STATION IS A PRIMARY AIRPORT
 KH0842'CONTROL STATION.
 KH0842' 
 KH0842'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0563 ***********************************************************************
 KH0563  DESIGNATION -  OAKPORT AZ MK
 KH0563  PID         -  KH0563
 KH0563  STATE/COUNTY-  KS/LOGAN
 KH0563  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0563
 KH0563                         *CURRENT SURVEY CONTROL
 KH0563  ___________________________________________________________________
 KH0563* NAD 83(1986)-  39 06 23.     (N)    100 48 50.     (W)     SCALED    
 KH0563* NAVD 88     -       922.855  (meters)    3027.73   (feet)  ADJUSTED  
 KH0563  ___________________________________________________________________
 KH0563  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 KH0563  DYNAMIC HT  -         922.124 (meters)    3025.34  (feet)  COMP
 KH0563  MODELED GRAV-     979,804.0   (mgal)                       NAVD 88
 KH0563
 KH0563  VERT ORDER  -  FIRST     CLASS II
 KH0563
 KH0563.This mark is at Oakley Municipal Airport (OEL)
 KH0563
 KH0563.The horizontal coordinates were scaled from a topographic map and have
 KH0563.an estimated accuracy of +/- 6 seconds.
 KH0563
 KH0563.The orthometric height was determined by differential leveling
 KH0563.and adjusted by the National Geodetic Survey in June 1991..
 KH0563
 KH0563.The geoid height was determined by GEOID03.
 KH0563
 KH0563.The dynamic height is computed by dividing the NAVD 88
 KH0563.geopotential number by the normal gravity value computed on the
 KH0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0563.degrees latitude (g = 980.6199 gals.).
 KH0563
 KH0563.The modeled gravity was interpolated from observed gravity values.
 KH0563
 KH0563;                    North         East    Units  Estimated Accuracy
 KH0563;SPC KS N     -    89,600.      156,660.      MT  (+/- 180 meters Scaled)
 KH0563
 KH0563                          SUPERSEDED SURVEY CONTROL
 KH0563
 KH0563  NGVD 29 (02/14/92)  922.514  (m)         3026.61   (f) ADJUSTED    1 2
 KH0563
 KH0563.Superseded values are not recommended for survey control.
 KH0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0563.See file dsdata.txt to determine how the superseded data were derived.
 KH0563
 KH0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ431301(NAD 83)
 KH0563_MARKER: DZ = AZIMUTH MARK DISK
 KH0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0563_SP_SET: CONCRETE POST
 KH0563_STAMPING: OAKPORT AZ MK 1986
 KH0563_MARK LOGO: NGS   
 KH0563_PROJECTION: FLUSH
 KH0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0563+STABILITY: SURFACE MOTION
 KH0563
 KH0563  HISTORY     - Date     Condition        Report By
 KH0563  HISTORY     - 1986     MONUMENTED       NGS
 KH0563
 KH0563                          STATION DESCRIPTION
 KH0563
 KH0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KH0563'2.7 KM (1.7 MI) EAST FROM OAKLEY.
 KH0563'2.7 KM (1.7 MI) EAST ALONG US HIGHWAY 40 FROM THE JUNCTION OF US
 KH0563'HIGHWAY 83 AT OAKLEY, AT THE OAKLEY MUNICIPAL AIRPORT, ABOUT 190 FEET
 KH0563'NORTH OF THE EXTREME SOUTH END OF THE NORTH-SOUTH RUNWAY, 1.1 KM (0.7
 KH0563'MI) SOUTH OF OAKPORT 1986, 16.6 METERS (54.6 FT) WEST OF THE CENTER OF
 KH0563'THE RUNWAY AND 6.7 METERS (22.1 FT) SOUTH OF THE MOST WEST 1 OF 3 END
 KH0563'RUNWAY LITES.  NOTE--PERMISSION OBTAINED FROM MR. RICH OLSON AIRPORT
 KH0563'MANANGER. PHONE NUMBER 672-4621 (OAKLEY KANSAS)
 KH0563'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 KH0563'THE MARK IS 0.2 M BELOW THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0770 ***********************************************************************
 KH0770  DESIGNATION -  OAKS
 KH0770  PID         -  KH0770
 KH0770  STATE/COUNTY-  KS/SHERIDAN
 KH0770  USGS QUAD   -  HOXIE (1979)
 KH0770
 KH0770                         *CURRENT SURVEY CONTROL
 KH0770  ___________________________________________________________________
 KH0770* NAD 83(1997)-  39 15 50.50865(N)    100 25 59.74097(W)     ADJUSTED  
 KH0770* NAVD 88     -       855.     (meters)    2805.     (feet)  SCALED    
 KH0770  ___________________________________________________________________
 KH0770  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 KH0770  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 KH0770
 KH0770  HORZ ORDER  -  SECOND
 KH0770
 KH0770.The horizontal coordinates were established by classical geodetic methods
 KH0770.and adjusted by the National Geodetic Survey in October 1998..
 KH0770
 KH0770.The orthometric height was scaled from a topographic map.
 KH0770
 KH0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0770
 KH0770.The geoid height was determined by GEOID03.
 KH0770
 KH0770;                    North         East     Units Scale Factor Converg.
 KH0770;SPC KS N     -   106,139.139   190,035.270   MT  0.99995688   -1 32 22.4
 KH0770;UTM  14      - 4,347,055.874   376,351.362   MT  0.99978825   -0 54 26.0
 KH0770
 KH0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0770!SPC KS N     -   0.99986977  x   0.99995688  =   0.99982665
 KH0770!UTM  14      -   0.99986977  x   0.99978825  =   0.99965805
 KH0770
 KH0770:                Primary Azimuth Mark                     Grid Az
 KH0770:SPC KS N     -  PARK SAC HEART CATH CH CROSS             160 08 23.4
 KH0770:UTM  14      -  PARK SAC HEART CATH CH CROSS             159 30 27.0
 KH0770
 KH0770|---------------------------------------------------------------------|
 KH0770| PID    Reference Object                     Distance      Geod. Az  |
 KH0770|                                                           dddmmss.s |
 KH0770| KH0760 PARK SAC HEART CATH CH CROSS        APPROX.17.9 KM 1583601.0 |
 KH0770| CO1958 OAKS RM 1                            38.340 METERS 16359     |
 KH0770| KH0762 GRAINFIELD MUNICIPAL TANK           APPROX.16.5 KM 1894734.1 |
 KH0770| CO1959 OAKS RM 2                            61.707 METERS 23306     |
 KH0770| CO1957 OAKS AZ MK                                         2672147.7 |
 KH0770| KH0768 HOXIE MUNICIPAL TANK                APPROX.10.3 KM 3542758.8 |
 KH0770| KH0771 HOXIE CEN KAN PWR LT CO RAD TR      APPROX. 8.0 KM 3555903.7 |
 KH0770|---------------------------------------------------------------------|
 KH0770
 KH0770                          SUPERSEDED SURVEY CONTROL
 KH0770
 KH0770  NAD 83(1986)-  39 15 50.51259(N)    100 25 59.74320(W) AD(       ) 2
 KH0770  NAD 27      -  39 15 50.49100(N)    100 25 58.24000(W) AD(       ) 2
 KH0770
 KH0770.Superseded values are not recommended for survey control.
 KH0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0770.See file dsdata.txt to determine how the superseded data were derived.
 KH0770
 KH0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ7635147056(NAD 83)
 KH0770_MARKER: DS = TRIANGULATION STATION DISK
 KH0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0770
 KH0770  HISTORY     - Date     Condition        Report By
 KH0770  HISTORY     - 1950     MONUMENTED       CGS
 KH0770  HISTORY     - 1972     GOOD             USAF
 KH0770
 KH0770                          STATION DESCRIPTION
 KH0770
 KH0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0770'THE STATION IS LOCATED ABOUT 7 MILES SOUTH FROM HOXIE AND 0.5
 KH0770'MILE EAST OF STATE ROUTE 23.  IT IS SET IN A NORTH-SOUTH FENCE
 KH0770'LINE, 160 FEET NORTH FROM THE CENTER OF THE ROAD AND 120 FEET
 KH0770'NORTH OF A FENCE CORNER.  IT IS STAMPED OAKS 1950 AND PROJECTS
 KH0770'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 KH0770'
 KH0770'REFERENCE MARK NO. 1 IS SET AT THE SOUTH EDGE OF A CULTIVATED
 KH0770'FIELD, 40 FEET NORTH FROM THE CENTER OF THE ROAD AND 38 FEET EAST
 KH0770'OF THE FENCE CORNER.  IT IS STAMPED OAKS NO 1 1950 AND PROJECTS
 KH0770'2 INCHES.
 KH0770'
 KH0770'REFERENCE MARK NO. 2 IS LOCATED 40 FEET NORTH FROM THE CENTER
 KH0770'OF THE ROAD AND 2 FEET NORTH OF AN EAST-WEST FENCE.  IT IS
 KH0770'STAMPED OAKS NO 2 1950 AND PROJECTS 2 INCHES.
 KH0770'
 KH0770'THE AZIMUTH MARK IS LOCATED IN THE SOUTHWEST CORNER OF A
 KH0770'CULTIVATED FIELD, 92 FEET NORTHEAST FROM THE CENTER OF A
 KH0770'CROSSROAD INTERSECTION AND 3 FEET SOUTHEAST OF A WITNESS POST.
 KH0770'IT IS STAMPED OAKS 1950 AND PROJECTS 3 INCHES.
 KH0770'
 KH0770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KH0770'STATE ROUTE 23 AT THE BANK CORNER IN HOXIE, GO SOUTH ON STATE
 KH0770'ROUTE 23 FOR 6.2 MILES TO A CROSSROAD AND THE AZIMUTH MARK ON THE
 KH0770'LEFT AS DESCRIBED.  TURN LEFT ON A GRAVELED ROAD AND GO EAST FOR
 KH0770'0.5 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 KH0770
 KH0770                          STATION RECOVERY (1972)
 KH0770
 KH0770'RECOVERY NOTE BY US AIR FORCE 1972
 KH0770'STATION, R.M. 1, R.M. 2, AND AZIMUTH MARK RECOVERED IN GOOD
 KH0770'CONDITION.  FENCE MENTIONED IN 1950 DESCRIPTION IS NO LONGER
 KH0770'THERE.  STATION IS 75 FEET SOUTH OF A 4 X 4 INCH WITNESS POST.
 KH0770'
 KH0770'1950 ROUTE DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1239 ***********************************************************************
 HF1239  DESIGNATION -  OATVILLE
 HF1239  PID         -  HF1239
 HF1239  STATE/COUNTY-  KS/SEDGWICK
 HF1239  USGS QUAD   -  DERBY (1982)
 HF1239
 HF1239                         *CURRENT SURVEY CONTROL
 HF1239  ___________________________________________________________________
 HF1239* NAD 83(1997)-  37 37 29.06465(N)    097 22 14.77171(W)     ADJUSTED  
 HF1239* NAVD 88     -       391.     (meters)    1283.     (feet)  SCALED    
 HF1239  ___________________________________________________________________
 HF1239  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 HF1239  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF1239
 HF1239  HORZ ORDER  -  SECOND
 HF1239
 HF1239.The horizontal coordinates were established by classical geodetic methods
 HF1239.and adjusted by the National Geodetic Survey in October 1998..
 HF1239
 HF1239.The orthometric height was scaled from a topographic map.
 HF1239
 HF1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1239
 HF1239.The geoid height was determined by GEOID03.
 HF1239
 HF1239;                    North         East     Units Scale Factor Converg.
 HF1239;SPC KS S     -   506,934.990   499,678.798   MT  0.99994891   +0 41 38.2
 HF1239;UTM  14      - 4,165,428.595   643,772.849   MT  0.99985461   +0 59 41.3
 HF1239
 HF1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1239!SPC KS S     -   0.99994314  x   0.99994891  =   0.99989205
 HF1239!UTM  14      -   0.99994314  x   0.99985461  =   0.99979776
 HF1239
 HF1239|---------------------------------------------------------------------|
 HF1239| PID    Reference Object                     Distance      Geod. Az  |
 HF1239|                                                           dddmmss.s |
 HF1239| CL5893 OATVILLE RM 1                        24.519 METERS 03834     |
 HF1239| CL5892 OATVILLE AZ MK                                     1082214.8 |
 HF1239| HF1240 CHAMBER 2                           APPROX.15.5 KM 1394139.9 |
 HF1239| CL5894 OATVILLE RM 2                        28.627 METERS 14644     |
 HF1239| HF1254 WICHITA CESSNA AIRCRAFT TANK        APPROX. 3.9 KM 2901551.0 |
 HF1239| HF1428 COLWICH TV STATION KARD MAST        APPROX.20.9 KM 3222346.9 |
 HF1239| HF1427 COLWICH TV STATION KAKE MAST        APPROX.21.8 KM 3230420.3 |
 HF1239|---------------------------------------------------------------------|
 HF1239
 HF1239                          SUPERSEDED SURVEY CONTROL
 HF1239
 HF1239  NAD 83(1997)-  37 37 29.07163(N)    097 22 14.76738(W) AD(       ) 2
 HF1239  NAD 83(1986)-  37 37 29.07609(N)    097 22 14.76718(W) AD(       ) 2
 HF1239  NAD 27      -  37 37 29.02501(N)    097 22 13.59668(W) AD(       ) 2
 HF1239
 HF1239.Superseded values are not recommended for survey control.
 HF1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1239.See file dsdata.txt to determine how the superseded data were derived.
 HF1239
 HF1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4377365429(NAD 83)
 HF1239_MARKER: DS = TRIANGULATION STATION DISK
 HF1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1239_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1239
 HF1239  HISTORY     - Date     Condition        Report By
 HF1239  HISTORY     - 1957     MONUMENTED       CGS
 HF1239  HISTORY     - 1972     GOOD             NGS
 HF1239
 HF1239                          STATION DESCRIPTION
 HF1239
 HF1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1239'THE STATION IS LOCATED NEAR THE FARMHOUSE OF CARL M. ZELLER ON
 HF1239'THE WEST SIDE OF A NORTH-SOUTH ROAD, AIRLINE ABOUT 5 MILES
 HF1239'SOUTHWEST OF THE CENTER OF WICHITA AND 4 MILES NORTH-NORTHWEST
 HF1239'OF HAYSVILLE.
 HF1239'
 HF1239'TO REACH THE STATION FROM THE POST OFFICE IN HAYSVILLE GO EAST
 HF1239'0.6 MILE TO AN INTERSECTION.  TURN LEFT ONTO U.S. HIGHWAY 81
 HF1239'AND GO NORTH 4.0 MILES TO A CROSS ROAD.  TURN LEFT AND GO WEST
 HF1239'1.4 MILES TO A LARGE GUYED POWERLINE POLE AND THE AZIMUTH MARK
 HF1239'ON THE LEFT.  CONTINUE WEST 0.5 MILE TO A CROSS ROAD.  TURN
 HF1239'RIGHT AND GO NORTH 0.15 MILE TO A FARMHOUSE AND THE STATION
 HF1239'ON THE LEFT.
 HF1239'
 HF1239'THE STATION MARK IS A STANDARD DISK STAMPED OATVILLE 1957 SET
 HF1239'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS 14 INCHES BELOW
 HF1239'THE SURFACE OF THE GROUND.  IT IS 7 FEET NORTH OF A WITNESS
 HF1239'POST, 34 FEET NORTH OF THE CENTERLINE OF A FARM DRIVEWAY, 29
 HF1239'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 125 FEET NORTHEAST
 HF1239'OF THE NORTHEAST CORNER OF A FARMHOUSE.
 HF1239'
 HF1239'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED OATVILLE NO 1
 HF1239'1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HF1239'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 22 FEET EAST OF THE
 HF1239'CENTERLINE OF THE ROAD AND 2 FEET HIGHER THAN THE STATION.
 HF1239'
 HF1239'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED OATVILLE NO 2
 HF1239'1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HF1239'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 22 FEET EAST OF THE
 HF1239'CENTERLINE OF THE ROAD AND 2 FEET HIGHER THAN THE STATION.
 HF1239'
 HF1239'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SIDE OF AN EAST-WEST
 HF1239'ROAD AND IS A STANDARD DISK STAMPED OATVILLE 1957 SET IN THE
 HF1239'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 HF1239'ABOVE THE GROUND.  IT IS 3 FEET SOUTH OF A LARGE GUYED POWERLINE
 HF1239'POLE, 41 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 165
 HF1239'FEET EAST OF THE ENTRANCE TO A TRAILER PARK.
 HF1239
 HF1239                          STATION RECOVERY (1972)
 HF1239
 HF1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF1239'THE STATION MARK WAS RECOVERED IN FAIR CONDITION.  THE ROAD
 HF1239'HAS BEEN WIDENED AND BOTH REFERENCE MARKS WERE APPARENTLY
 HF1239'DESTROYED.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED
 HF1239'TO BE DESTROYED.
 HF1239'
 HF1239'THE STATION MARK IS NOW IN A FENCELINE AND IS DIRECTLY UNDER
 HF1239'A POWERLINE WHICH PROHIBITS THE BUILDING OF A TOWER.  THE MARK
 HF1239'IS ALSO PARTLY EXPOSED.
 HF1239'
 HF1239'STATION OATVILLE 2 HAS BEEN ESTABLISHED 415.335 METERS NORTH
 HF1239'OF THE STATION AT THE JUNCTION OF INTERSTATE HIGHWAY 235 AND
 HF1239'MERIDIAN AVENUE IN THE SOUTH PART OF WICHITA.
 HF1239'
 HF1239'THE STATION MARK IS A STANDARD DISK, STAMPED OATVILLE 1957,
 HF1239'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 HF1239'PARTLY EXPOSED.  IT IS 0.25 MILE SOUTH OF THE JUNCTION OF
 HF1239'INTERSTATE HIGHWAY 235 AND MERIDIAN AVENUE, 125.0 FEET NORTHEAST
 HF1239'OF THE EAST CORNER OF A FRAME HOUSE, 29.5 FEET WEST OF THE
 HF1239'CENTER LINE OF MERIDIAN AVENUE, 32.0 FEET NORTH OF A FARM
 HF1239'DRIVE AND 1.2 FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0580 ***********************************************************************
 HF0580  DESIGNATION -  OATVILLE 2
 HF0580  PID         -  HF0580
 HF0580  STATE/COUNTY-  KS/SEDGWICK
 HF0580  USGS QUAD   -  WICHITA EAST (1982)
 HF0580
 HF0580                         *CURRENT SURVEY CONTROL
 HF0580  ___________________________________________________________________
 HF0580* NAD 83(1997)-  37 37 42.50228(N)    097 22 13.57414(W)     ADJUSTED  
 HF0580* NAVD 88     -       396.894  (meters)    1302.14   (feet)  ADJUSTED  
 HF0580  ___________________________________________________________________
 HF0580  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HF0580  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0580  DYNAMIC HT  -         396.581 (meters)    1301.12  (feet)  COMP
 HF0580  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 HF0580
 HF0580  HORZ ORDER  -  SECOND
 HF0580  VERT ORDER  -  SECOND    CLASS 0
 HF0580
 HF0580.The horizontal coordinates were established by classical geodetic methods
 HF0580.and adjusted by the National Geodetic Survey in October 1998..
 HF0580
 HF0580.The orthometric height was determined by differential leveling
 HF0580.and adjusted by the National Geodetic Survey in June 1991..
 HF0580
 HF0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0580
 HF0580.The geoid height was determined by GEOID03.
 HF0580
 HF0580.The dynamic height is computed by dividing the NAVD 88
 HF0580.geopotential number by the normal gravity value computed on the
 HF0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0580.degrees latitude (g = 980.6199 gals.).
 HF0580
 HF0580.The modeled gravity was interpolated from observed gravity values.
 HF0580
 HF0580;                    North         East     Units Scale Factor Converg.
 HF0580;SPC KS S     -   507,349.582   499,703.142   MT  0.99994858   +0 41 38.9
 HF0580;UTM  14      - 4,165,843.269   643,795.014   MT  0.99985469   +0 59 42.3
 HF0580
 HF0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0580!SPC KS S     -   0.99994224  x   0.99994858  =   0.99989082
 HF0580!UTM  14      -   0.99994224  x   0.99985469  =   0.99979693
 HF0580
 HF0580:                Primary Azimuth Mark                     Grid Az
 HF0580:SPC KS S     -  WICHITA BOEING AIRCRAFT S TK             095 00 19.5
 HF0580:UTM  14      -  WICHITA BOEING AIRCRAFT S TK             094 42 16.1
 HF0580
 HF0580|---------------------------------------------------------------------|
 HF0580| PID    Reference Object                     Distance      Geod. Az  |
 HF0580|                                                           dddmmss.s |
 HF0580| HF1241 WICHITA BOEING AIRCRAFT S TK        APPROX. 7.7 KM 0954158.4 |
 HF0580| HF1239 OATVILLE                            415.327 METERS 1840316.5 |
 HF0580| HF0579 OATVILLE 2 RM 3                       4.016 METERS 21011     |
 HF0580| HF0581 OATVILLE 2 RM 4                      10.336 METERS 34759     |
 HF0580|---------------------------------------------------------------------|
 HF0580
 HF0580                          SUPERSEDED SURVEY CONTROL
 HF0580
 HF0580  NAD 83(1997)-  37 37 42.50947(N)    097 22 13.56980(W) AD(       ) 2
 HF0580  NAD 83(1986)-  37 37 42.51383(N)    097 22 13.56964(W) AD(       ) 2
 HF0580  NAD 27      -  37 37 42.46289(N)    097 22 12.39940(W) AD(       ) 2
 HF0580  NGVD 29 (??/??/92)  396.753  (m)         1301.68   (f) ADJ UNCH    2 0
 HF0580
 HF0580.Superseded values are not recommended for survey control.
 HF0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0580.See file dsdata.txt to determine how the superseded data were derived.
 HF0580
 HF0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4379565843(NAD 83)
 HF0580_MARKER: DB = BENCH MARK DISK
 HF0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0580_STAMPING: OATVILLE 2 1972
 HF0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0580+STABILITY: SURFACE MOTION
 HF0580
 HF0580  HISTORY     - Date     Condition        Report By
 HF0580  HISTORY     - 1972     MONUMENTED       NGS
 HF0580  HISTORY     - 1972     GOOD             NGS
 HF0580
 HF0580                          STATION DESCRIPTION
 HF0580
 HF0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0580'THE STATION IS IN THE SOUTHWEST EDGE OF WICHITA, 3-1/2 MILES
 HF0580'SOUTH OF U.S. HIGHWAY 54, 2 MILES WEST OF U.S. HIGHWAY 81, 1/2
 HF0580'MILE NORTH OF MAC ARTHUR BOULEVARD, AT THE JUNCTION OF INTERSTATE
 HF0580'HIGHWAY 235 AND MERIDIAN AVENUE, IN THE SOUTHWEST 1/4 OF SEC.
 HF0580'7, T. 28 S., R. 1 E., IN THE MEDIAN OF INTERSTATE HIGHWAY 235
 HF0580'ON HIGHWAY RIGHT-OF-WAY.
 HF0580'STATION MARKS ARE STANDARD DISKS, STAMPED OATVILLE 2 1972.  THE
 HF0580'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HF0580'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 53.0
 HF0580'FEET SOUTH OF THE CENTER OF THE WEST BOUND LANE OF INTERSTATE
 HF0580'HIGHWAY 235, 31.0 FEET NORTH OF THE EAST BOUND LANE OF
 HF0580'INTERSTATE HIGHWAY 235 AND 2.5 FEET EAST OF A GUARD RAIL.  THE
 HF0580'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 HF0580'INCHES BELOW THE GROUND SURFACE.
 HF0580'
 HF0580'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED OATVILLE 2 NO 3 1972,
 HF0580'CEMENTED IN A DRILL HOLE IN A BRIDGE ABUTMENT IN THE NORTHEAST
 HF0580'CORNER OF A BRIDGE IN THE EAST BOUND LANE OF INTERSTATE HIGHWAY
 HF0580'235.  IT IS 19.0 FEET NORTH OF THE CENTER OF THE EAST BOUND LANE
 HF0580'OF INTERSTATE HIGHWAY 235 AND ABOUT 1 FOOT LOWER THAN THE
 HF0580'STATION.
 HF0580'
 HF0580'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED OATVILLE 2 NO 4
 HF0580'1972, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A
 HF0580'BRIDGE IN THE WEST BOUND LANE OF INTERSTATE HIGHWAY 235.  IT IS
 HF0580'20.5 FEET SOUTH OF THE CENTER OF THE WEST BOUND LANE OF INTERSTATE
 HF0580'HIGHWAY 235 AND ABOUT 1 FOOT LOWER THAN THE STATION.
 HF0580'
 HF0580'OATVILLE 1957 IS A STANDARD DISK, STAMPED OATVILLE 1957, SET IN
 HF0580'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH
 HF0580'THE GROUND.  IT IS 125.0 FEET NORTHEAST OF THE NORTHEAST CORNER
 HF0580'OF A FARM HOUSE, 29.5 FEET WEST OF THE CENTER OF MERIDIAN
 HF0580'AVENUE, 32.0 FEET NORTH OF THE CENTER OF A FARM DRIVEWAY AND
 HF0580'1.2 FEET EAST OF A FENCE.
 HF0580'
 HF0580'TO REACH OATVILLE 1957 FROM THE STATION, GO SOUTH ON MERIDIAN
 HF0580'AVENUE FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 HF0580'
 HF0580'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 HF0580
 HF0580                          STATION RECOVERY (1972)
 HF0580
 HF0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0580'4.2 MI SE FROM WICHITA.
 HF0580'ABOUT 4.15 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0580'OVEPASS FOR U.S. HIGHWAY 54 AT THE WEST SIDE OF WICHITA.  THE
 HF0580'STATION IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 235 AND
 HF0580'MERIDIAN AVENUE, IN THE MEDIAN 53.0 FEET SOUTH OF THE CENTER
 HF0580'OF THE WEST BOUND LANE OF THE INTERSTATE, 33.91 FEET
 HF0580'SOUTH-SOUTHEAST OF RM 4, 31.0 FEET NORTH OF THE EAST BOUND
 HF0580'LANE OF THE INTERSTATE, 13.18 FEET NORTH-NORTHEAST OF RM 3, 2.5
 HF0580'FEET EAST OF A GUARD RAIL AND SET IN THE TOP OF A CONCRETE
 HF0580'POST FLUSH WITH THE GROUND.  SECTION 7, T 28 S, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0579 ***********************************************************************
 HF0579  DESIGNATION -  OATVILLE 2 RM 3
 HF0579  PID         -  HF0579
 HF0579  STATE/COUNTY-  KS/SEDGWICK
 HF0579  USGS QUAD   -  WICHITA EAST (1982)
 HF0579
 HF0579                         *CURRENT SURVEY CONTROL
 HF0579  ___________________________________________________________________
 HF0579* NAD 83(1986)-  37 37 42.     (N)    097 22 13.     (W)     SCALED    
 HF0579* NAVD 88     -       396.775  (meters)    1301.75   (feet)  ADJUSTED  
 HF0579  ___________________________________________________________________
 HF0579  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0579  DYNAMIC HT  -         396.462 (meters)    1300.73  (feet)  COMP
 HF0579  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 HF0579
 HF0579  VERT ORDER  -  SECOND    CLASS 0
 HF0579
 HF0579.The horizontal coordinates were scaled from a topographic map and have
 HF0579.an estimated accuracy of +/- 6 seconds.
 HF0579
 HF0579.The orthometric height was determined by differential leveling
 HF0579.and adjusted by the National Geodetic Survey in June 1991..
 HF0579
 HF0579.The geoid height was determined by GEOID03.
 HF0579
 HF0579.The dynamic height is computed by dividing the NAVD 88
 HF0579.geopotential number by the normal gravity value computed on the
 HF0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0579.degrees latitude (g = 980.6199 gals.).
 HF0579
 HF0579.The modeled gravity was interpolated from observed gravity values.
 HF0579
 HF0579;                    North         East    Units  Estimated Accuracy
 HF0579;SPC KS S     -   507,330.      499,720.      MT  (+/- 180 meters Scaled)
 HF0579
 HF0579                          SUPERSEDED SURVEY CONTROL
 HF0579
 HF0579  NGVD 29 (??/??/92)  396.634  (m)         1301.29   (f) ADJ UNCH    2 0
 HF0579
 HF0579.Superseded values are not recommended for survey control.
 HF0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0579.See file dsdata.txt to determine how the superseded data were derived.
 HF0579
 HF0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG438658(NAD 83)
 HF0579_MARKER: DR = REFERENCE MARK DISK
 HF0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0579_SP_SET: ABUTMENT
 HF0579_STAMPING: OATVILLE 2 NO 3 1972
 HF0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0579
 HF0579  HISTORY     - Date     Condition        Report By
 HF0579  HISTORY     - 1972     MONUMENTED       NGS
 HF0579
 HF0579                          STATION DESCRIPTION
 HF0579
 HF0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0579'4.2 MI SE FROM WICHITA.
 HF0579'ABOUT 4.15 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0579'OVERPASS FOR U.S. HIGHWAY 54 AT THE WEST SIDE OF WICHITA,
 HF0579'CEMENTED IN A DRILL HOLE IN A BRIDGE ABUTMENT IN THE NORTH EAST
 HF0579'CORNER OF BRIDGE FOR THE EAST BOUND LANE OF INTERSTATE HIGHWAY
 HF0579'235 OVER MERIDIAN AVENUE, 19.0 FEET N. OF THE CENTER OF THE EAST
 HF0579'BOUND LANE OF THE INTERSTATE, 13.18 FEET SOUTH-SOUTHWEST OF THE
 HF0579'STATION AND ABOUT 1 FOOT LOWER THAN THE STATION.  SECTION 7,
 HF0579'T 28 S, R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0581 ***********************************************************************
 HF0581  DESIGNATION -  OATVILLE 2 RM 4
 HF0581  PID         -  HF0581
 HF0581  STATE/COUNTY-  KS/SEDGWICK
 HF0581  USGS QUAD   -  WICHITA EAST (1982)
 HF0581
 HF0581                         *CURRENT SURVEY CONTROL
 HF0581  ___________________________________________________________________
 HF0581* NAD 83(1986)-  37 37 42.     (N)    097 22 13.     (W)     SCALED    
 HF0581* NAVD 88     -       396.783  (meters)    1301.78   (feet)  ADJUSTED  
 HF0581  ___________________________________________________________________
 HF0581  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0581  DYNAMIC HT  -         396.470 (meters)    1300.75  (feet)  COMP
 HF0581  MODELED GRAV-     979,828.9   (mgal)                       NAVD 88
 HF0581
 HF0581  VERT ORDER  -  SECOND    CLASS 0
 HF0581
 HF0581.The horizontal coordinates were scaled from a topographic map and have
 HF0581.an estimated accuracy of +/- 6 seconds.
 HF0581
 HF0581.The orthometric height was determined by differential leveling
 HF0581.and adjusted by the National Geodetic Survey in June 1991..
 HF0581
 HF0581.The geoid height was determined by GEOID03.
 HF0581
 HF0581.The dynamic height is computed by dividing the NAVD 88
 HF0581.geopotential number by the normal gravity value computed on the
 HF0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0581.degrees latitude (g = 980.6199 gals.).
 HF0581
 HF0581.The modeled gravity was interpolated from observed gravity values.
 HF0581
 HF0581;                    North         East    Units  Estimated Accuracy
 HF0581;SPC KS S     -   507,330.      499,720.      MT  (+/- 180 meters Scaled)
 HF0581
 HF0581                          SUPERSEDED SURVEY CONTROL
 HF0581
 HF0581  NGVD 29 (??/??/92)  396.641  (m)         1301.31   (f) ADJ UNCH    2 0
 HF0581
 HF0581.Superseded values are not recommended for survey control.
 HF0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0581.See file dsdata.txt to determine how the superseded data were derived.
 HF0581
 HF0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG438658(NAD 83)
 HF0581_MARKER: DR = REFERENCE MARK DISK
 HF0581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0581_SP_SET: BRIDGE
 HF0581_STAMPING: OATVILLE 2 NO 4 1972
 HF0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0581
 HF0581  HISTORY     - Date     Condition        Report By
 HF0581  HISTORY     - 1972     MONUMENTED       NGS
 HF0581
 HF0581                          STATION DESCRIPTION
 HF0581
 HF0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0581'4.2 MI SE FROM WICHITA.
 HF0581'ABOUT 4.15 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 235 FROM THE
 HF0581'OVERPASS FOR U.S. HIGHWAY 54 AT THE WEST EDGE OF WICHITA,
 HF0581'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE BRIDGE
 HF0581'FOR THE WEST BOUND LANE OF INTERSTATE HIGWAY 235 OVER MERIDIAN
 HF0581'AVENUE, 33.91 FEET NORTH-NORTHWEST OF THE STATION, 20.5 FEET
 HF0581'SOUTH OF THE CENTER OF THE WEST BOUND LANE OF THE INTERSTATE
 HF0581'AND ABOUT 1 FOOT LOWER THAN THE STATION.  SECTION 7, T 28 S,
 HF0581'R 1 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0800 ***********************************************************************
 KH0800  DESIGNATION -  OBERLIN
 KH0800  PID         -  KH0800
 KH0800  STATE/COUNTY-  KS/DECATUR
 KH0800  USGS QUAD   -  OBERLIN (1965)
 KH0800
 KH0800                         *CURRENT SURVEY CONTROL
 KH0800  ___________________________________________________________________
 KH0800* NAD 83(1997)-  39 50 20.51666(N)    100 32 02.58745(W)     ADJUSTED  
 KH0800* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 KH0800  ___________________________________________________________________
 KH0800  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KH0800  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KH0800
 KH0800  HORZ ORDER  -  THIRD
 KH0800
 KH0800.The horizontal coordinates were established by classical geodetic methods
 KH0800.and adjusted by the National Geodetic Survey in October 1998..
 KH0800
 KH0800.The orthometric height was scaled from a topographic map.
 KH0800
 KH0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0800
 KH0800.The geoid height was determined by GEOID03.
 KH0800
 KH0800;                    North         East     Units Scale Factor Converg.
 KH0800;SPC KS N     -   170,191.285   183,126.513   MT  1.00000951   -1 36 12.0
 KH0800;UTM  14      - 4,411,017.469   368,743.977   MT  0.99981210   -0 58 58.5
 KH0800
 KH0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0800!SPC KS N     -   0.99987705  x   1.00000951  =   0.99988656
 KH0800!UTM  14      -   0.99987705  x   0.99981210  =   0.99968917
 KH0800
 KH0800|---------------------------------------------------------------------|
 KH0800| PID    Reference Object                     Distance      Geod. Az  |
 KH0800|                                                           dddmmss.s |
 KH0800| CO1960 OBERLIN RM 1                         11.604 METERS 00449     |
 KH0800| KH0801 OBERLIN 2                             8.133 METERS 08515     |
 KH0800| KH0802 OBERLIN MUNICIPAL STANDPIPE         APPROX. 1.5 KM 1670127.2 |
 KH0800| KH0597 OBERLIN AZ MK                       APPROX. 0.7 KM 1822741.2 |
 KH0800| CO1961 OBERLIN RM 2                         29.730 METERS 27343     |
 KH0800|---------------------------------------------------------------------|
 KH0800
 KH0800                          SUPERSEDED SURVEY CONTROL
 KH0800
 KH0800  NAD 83(1997)-  39 50 20.51838(N)    100 32 02.58795(W) AD(       ) 3
 KH0800  NAD 83(1986)-  39 50 20.52138(N)    100 32 02.59101(W) AD(       ) 3
 KH0800  NAD 27      -  39 50 20.51000(N)    100 32 01.06700(W) AD(       ) 3
 KH0800
 KH0800.Superseded values are not recommended for survey control.
 KH0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0800.See file dsdata.txt to determine how the superseded data were derived.
 KH0800
 KH0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK6874411017(NAD 83)
 KH0800_MARKER: DS = TRIANGULATION STATION DISK
 KH0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0800
 KH0800  HISTORY     - Date     Condition        Report By
 KH0800  HISTORY     - 1950     MONUMENTED       CGS
 KH0800  HISTORY     - 1971     GOOD             NGS
 KH0800
 KH0800                          STATION DESCRIPTION
 KH0800
 KH0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0800'THE STATION IS LOCATED ABOUT 0.7 MILE NORTH OF THE JUNCTION
 KH0800'OF U.S. HIGHWAYS 36 AND 83, 45 FEET EAST OF CENTER OF U.S.
 KH0800'HIGHWAY 83, 4.5 FEET NORTHWEST OF A WITNESS POST, AND 4 FEET
 KH0800'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS SET FLUSH AND IS
 KH0800'STAMPED OBERLIN 1950.
 KH0800'
 KH0800'REFERENCE MARK NO. 1 IS 47 FEET EAST OF CENTER OF U.S. HIGHWAY
 KH0800'83, AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 KH0800'7 INCHES AND IS STAMPED OBERLIN NO 1 1950.
 KH0800'
 KH0800'REFERENCE MARK NO. 2 IS 52 FEET WEST OF CENTER OF U.S. HIGHWAY
 KH0800'83, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4
 KH0800'INCHES AND IS STAMPED OBERLIN NO 2 1950.
 KH0800'
 KH0800'THE AZIMUTH MARK IS 52 FEET WEST OF CENTER OF U.S. HIGHWAY 83,
 KH0800'2 FEET NORTHEAST OF A POWER LINE POLE, AND 1 FOOT NORTH OF A
 KH0800'WITNESS POST.  IT IS STAMPED OBERLIN 1950 AND IT PROJECTS 4
 KH0800'INCHES.
 KH0800'
 KH0800'TO REACH THE STATION FROM THE POST OFFICE IN OBERLIN GO NORTH
 KH0800'ON PENNSYLVANIA AVENUE FOR 0.6 MILE TO JUNCTION WITH U.S.
 KH0800'HIGHWAY 36, TURN LEFT AND GO WEST ON U.S. HIGHWAY 36 FOR 0.3
 KH0800'MILE TO THE JUNCTION WITH U.S. HIGHWAY 83.  TURN RIGHT AND GO
 KH0800'NORTH ON U.S. HIGHWAY 83 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 KH0800'LEFT AS DESCRIBED, CONTINUE NORTH ON U.S. HIGHWAY 83 FOR 0.4
 KH0800'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 KH0800
 KH0800                          STATION RECOVERY (1971)
 KH0800
 KH0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KH0800'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 KH0800'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 KH0800'NO. 2 WAS RECOVERED BUT TILTED NORTH.  THE DISTANCE TO THE MARK
 KH0800'CHECKED BUT THE DIRECTION FAILED TO CHECK BY 5 MINUTES.  THE
 KH0800'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 CHECKED.
 KH0800'
 KH0800'ALL MARKS WERE IN THE WAY OF ROAD CONSTRUCTION ON U.S. HIGHWAY
 KH0800'83 EXCEPT THE AZIMUTH MARK AND THE STATION AND THE REFERENCE
 KH0800'MARKS WERE MOVED AT THE REQUEST OF THE KANSAS STATE HIGHWAY
 KH0800'COMMISSION.
 KH0800'
 KH0800'OBERLIN 2 WAS ESTABLISHED EAST OF THE OLD STATION AND THE OLD
 KH0800'AZIMUTH MARK WAS USED AT THE NEW STATION.
 KH0800'
 KH0800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4
 KH0800'MILE NORTH OF OBERLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0801 ***********************************************************************
 KH0801  DESIGNATION -  OBERLIN 2
 KH0801  PID         -  KH0801
 KH0801  STATE/COUNTY-  KS/DECATUR
 KH0801  USGS QUAD   -  OBERLIN (1965)
 KH0801
 KH0801                         *CURRENT SURVEY CONTROL
 KH0801  ___________________________________________________________________
 KH0801* NAD 83(1997)-  39 50 20.53853(N)    100 32 02.24656(W)     ADJUSTED  
 KH0801* NAVD 88     -       819.0    (meters)    2687.     (feet)  VERTCON   
 KH0801  ___________________________________________________________________
 KH0801  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 KH0801  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KH0801
 KH0801  HORZ ORDER  -  THIRD
 KH0801
 KH0801.The horizontal coordinates were established by classical geodetic methods
 KH0801.and adjusted by the National Geodetic Survey in October 1998..
 KH0801.No horizontal observational check was made to the station.
 KH0801
 KH0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0801
 KH0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0801
 KH0801.The geoid height was determined by GEOID03.
 KH0801
 KH0801;                    North         East     Units Scale Factor Converg.
 KH0801;SPC KS N     -   170,191.733   183,134.634   MT  1.00000951   -1 36 11.8
 KH0801;UTM  14      - 4,411,018.005   368,752.091   MT  0.99981207   -0 58 58.2
 KH0801
 KH0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0801!SPC KS N     -   0.99987537  x   1.00000951  =   0.99988488
 KH0801!UTM  14      -   0.99987537  x   0.99981207  =   0.99968746
 KH0801
 KH0801|---------------------------------------------------------------------|
 KH0801| PID    Reference Object                     Distance      Geod. Az  |
 KH0801|                                                           dddmmss.s |
 KH0801| CO1962 OBERLIN 2 RM 3                       22.016 METERS 00040     |
 KH0801| KH0832 OBERLIN MUNICIPAL TANK              APPROX. 1.4 KM 1694732.4 |
 KH0801| CO1963 OBERLIN 2 RM 4                       14.381 METERS 17912     |
 KH0801| KH0597 OBERLIN AZ MK                       APPROX. 0.7 KM 1830607.8 |
 KH0801| KH0831 AIRPORT BEACON OBERLIN APT          APPROX. 0.7 KM 1883200.7 |
 KH0801| KH0800 OBERLIN                               8.133 METERS 26515     |
 KH0801| CO1960 OBERLIN RM 1                         13.027 METERS 32641     |
 KH0801|---------------------------------------------------------------------|
 KH0801
 KH0801                          SUPERSEDED SURVEY CONTROL
 KH0801
 KH0801  NAD 83(1997)-  39 50 20.54025(N)    100 32 02.24707(W) AD(       ) 3
 KH0801  NAD 83(1986)-  39 50 20.54332(N)    100 32 02.24890(W) AD(       ) 3
 KH0801  NAD 27      -  39 50 20.53194(N)    100 32 00.72495(W) AD(       ) 3
 KH0801  NGVD 29 (12/08/88)  818.7    (m)         2686.     (f) VERT ANG       
 KH0801
 KH0801.Superseded values are not recommended for survey control.
 KH0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0801.See file dsdata.txt to determine how the superseded data were derived.
 KH0801
 KH0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK6875211018(NAD 83)
 KH0801_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KH0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0801+STABILITY: SURFACE MOTION
 KH0801
 KH0801  HISTORY     - Date     Condition        Report By
 KH0801  HISTORY     - 1971     MONUMENTED       NGS
 KH0801  HISTORY     - 1980     GOOD             LOCENG
 KH0801  HISTORY     - 1987     GOOD             NOS
 KH0801
 KH0801                          STATION DESCRIPTION
 KH0801
 KH0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KH0801'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH OF OBERLIN AND
 KH0801'ON THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 83.
 KH0801'
 KH0801'TO REACH THE STATION FOR THE JUNCTION OF U.S. HIGHWAYS 36 AND 83
 KH0801'AT THE NORTHWEST SIDE OF OBERLIN, GO NORTH ON U.S. HIGHWAY 83
 KH0801'FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH
 KH0801'ON U.S. HIGHWAY 83 FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 KH0801'
 KH0801'STATION MARKS ARE STANDARD DISK STAMPED OBERLIN 2 1971.  THE
 KH0801'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KH0801'PROJECTS 1 INCH.  IT IS 74 FEET EAST OF THE CENTER OF U.S.
 KH0801'HIGHWAY 83 AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 KH0801'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 KH0801'CONCRETE 3.4 FEET BELOW THE SURFACE OF THE GROUND.
 KH0801'
 KH0801'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED OBERLIN 2 NO. 3
 KH0801'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KH0801'3 INCHES.  IT IS 74.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY 83
 KH0801'AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 KH0801'
 KH0801'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED OBERLIN 2 NO. 4
 KH0801'1971, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KH0801'1 INCH.  IT IS 74.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 KH0801'83 AND 1 FOOT NORTH OF A METAL WITNESS POST.
 KH0801'
 KH0801'AZIMUTH MARK, A STANDARD DISK STAMPED OBERLIN 1950, IS SET
 KH0801'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KH0801'IT IS 152.5 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO THE
 KH0801'OBERLIN, MUNICIPAL AIRPORT, 52 FEET WEST OF THE CENTER OF U.S.
 KH0801'HIGHWAY 83, 3 FEET NORTHEAST OF A POWERLINE POLE WITH
 KH0801'TRANSFORMERS, 2 FEET EAST OF A FENCE, AND 1 FOOT WEST OF A METAL
 KH0801'WITNESS POST.
 KH0801
 KH0801                          STATION RECOVERY (1980)
 KH0801
 KH0801'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (AJH)
 KH0801'OBERLIN 2 1971 RECOVERED GOOD.
 KH0801'
 KH0801'RM NO. 3 RECOVERED GOOD.
 KH0801'
 KH0801'RM NO. 4 RECOVERED GOOD (AZIMUTH MARK GOOD).
 KH0801'
 KH0801'DISTANCE AND DIRECTION FROM NEAREST TOWN--.6TH NORTH OBERLIN
 KH0801'KANSAS.
 KH0801
 KH0801                          STATION RECOVERY (1987)
 KH0801
 KH0801'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KH0801'THE STATION WAS RECOVERED AT THIS DATE.
 KH0801'STATION, RM 3, RM 4, AND OBERLIN AZIMUTH MARK 1950 WERE RECOVERED
 KH0801'IN GOOD CONDITION.
 KH0801'
 KH0801'A THIRD ORDER HORIZONTAL AND VERTICAL POSITION WERE OBTAINED FOR
 KH0801'THE AZIMUTH MARK.
 KH0801'
 KH0801'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KH0801'
 KH0801'THE DESCRIPTION BY L.F. SMITH IN 1971 IS COMPLETE AND ADEQUATE.
 KH0801'
 KH0801'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0597 ***********************************************************************
 KH0597  DESIGNATION -  OBERLIN AZ MK
 KH0597  PID         -  KH0597
 KH0597  STATE/COUNTY-  KS/DECATUR
 KH0597  USGS QUAD   -  OBERLIN (1965)
 KH0597
 KH0597                         *CURRENT SURVEY CONTROL
 KH0597  ___________________________________________________________________
 KH0597* NAD 83(1997)-  39 49 57.17671(N)    100 32 03.88880(W)     ADJUSTED  
 KH0597* NAVD 88     -       808.486  (meters)    2652.51   (feet)  ADJUSTED  
 KH0597  ___________________________________________________________________
 KH0597  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 KH0597  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KH0597  DYNAMIC HT  -         807.915 (meters)    2650.63  (feet)  COMP
 KH0597  MODELED GRAV-     979,892.5   (mgal)                       NAVD 88
 KH0597
 KH0597  HORZ ORDER  -  THIRD
 KH0597  VERT ORDER  -  THIRD
 KH0597
 KH0597.The horizontal coordinates were established by classical geodetic methods
 KH0597.and adjusted by the National Geodetic Survey in October 1998..
 KH0597
 KH0597.The orthometric height was determined by differential leveling
 KH0597.and adjusted by the National Geodetic Survey in June 1991..
 KH0597
 KH0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0597
 KH0597.The geoid height was determined by GEOID03.
 KH0597
 KH0597.The dynamic height is computed by dividing the NAVD 88
 KH0597.geopotential number by the normal gravity value computed on the
 KH0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0597.degrees latitude (g = 980.6199 gals.).
 KH0597
 KH0597.The modeled gravity was interpolated from observed gravity values.
 KH0597
 KH0597;                    North         East     Units Scale Factor Converg.
 KH0597;SPC KS N     -   169,472.574   183,075.440   MT  1.00000835   -1 36 12.8
 KH0597;UTM  14      - 4,410,298.389   368,700.698   MT  0.99981224   -0 58 58.8
 KH0597
 KH0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0597!SPC KS N     -   0.99987702  x   1.00000835  =   0.99988537
 KH0597!UTM  14      -   0.99987702  x   0.99981224  =   0.99968929
 KH0597
 KH0597:                Primary Azimuth Mark                     Grid Az
 KH0597:SPC KS N     -  OBERLIN                                  004 03 53.1
 KH0597:UTM  14      -  OBERLIN                                  003 26 39.1
 KH0597
 KH0597|---------------------------------------------------------------------|
 KH0597| PID    Reference Object                     Distance      Geod. Az  |
 KH0597|                                                           dddmmss.s |
 KH0597| KH0800 OBERLIN                             APPROX. 0.7 KM 0022740.3 |
 KH0597| KH0801 OBERLIN 2                           APPROX. 0.7 KM 0030606.8 |
 KH0597| KH0832 OBERLIN MUNICIPAL TANK              APPROX. 0.7 KM 1561122.5 |
 KH0597|---------------------------------------------------------------------|
 KH0597
 KH0597                          SUPERSEDED SURVEY CONTROL
 KH0597
 KH0597  NAD 83(1997)-  39 49 57.17843(N)    100 32 03.88931(W) AD(       ) 3
 KH0597  NAD 83(1986)-  39 49 57.18151(N)    100 32 03.89117(W) AD(       ) 3
 KH0597  NAD 27      -  39 49 57.16981(N)    100 32 02.36717(W) AD(       ) 3
 KH0597  NGVD 29 (12/08/88)  808.18   (m)         2651.5    (f) LEVELING    3  
 KH0597
 KH0597.Superseded values are not recommended for survey control.
 KH0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0597.See file dsdata.txt to determine how the superseded data were derived.
 KH0597
 KH0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK6870110298(NAD 83)
 KH0597_MARKER: DZ = AZIMUTH MARK DISK
 KH0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0597_SP_SET: CONCRETE POST
 KH0597_STAMPING: OBERLIN 1950
 KH0597_MARK LOGO: CGS   
 KH0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0597+STABILITY: SURFACE MOTION
 KH0597
 KH0597  HISTORY     - Date     Condition        Report By
 KH0597  HISTORY     - 1950     MONUMENTED       CGS
 KH0597  HISTORY     - 1987     GOOD             NOS
 KH0597
 KH0597                          STATION DESCRIPTION
 KH0597
 KH0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KH0597'0.5 KM (0.30 MI) NORTH FROM OBERLIN.
 KH0597'THE STATION IS LOCATED 152 FEET SOUTH OF THE ENTRANCE TO OBERLIN
 KH0597'AIRPORTIN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS THREE
 KH0597'INCHES.  IT IS 152.5 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO THE
 KH0597'AIRPORT, 52 FEET WEST OF THE CENTER OF US 83, 3 FEET NORTHEAST OF A
 KH0597'POWER POLE, AND 1 FOOT WEST OF A WITNESS POST.
 KH0597
 KH0597                          STATION RECOVERY (1987)
 KH0597
 KH0597'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KH0597'STATION IS LOCATED NEAR THE ENTRANCE TO THE OBERLIN AIRPORT.
 KH0597'
 KH0597'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 36 AND 83
 KH0597'GO NORTH ON US 83 FOR 0.48KM (0.3M) TO STATION ON LEFT.  STATION IS
 KH0597'46.482M (152.5FT) SOUTH OF ENTRANCE ROAD TO OBERLIN AIRPORT, 15.85M
 KH0597'(52FT) WEST OF CENTERLINE OF US 83, 0.914M (3FT) NORTHEAST OF A
 KH0597'POWER POLE, AND 0.305M (1.0FT) WEST OF A METAL WITNESS POST.
 KH0597'
 KH0597'STATION IS STANDARD REFERENCE MARK DISK STAMPED---OBERLIN 1950---
 KH0597'SET IN A SQUARE CONCRETE POST.
 KH0597'
 KH0597'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KH0597'
 KH0597'DESCRIBED BY RBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0832 ***********************************************************************
 KH0832  DESIGNATION -  OBERLIN MUNICIPAL TANK
 KH0832  PID         -  KH0832
 KH0832  STATE/COUNTY-  KS/DECATUR
 KH0832  USGS QUAD   -  OBERLIN (1965)
 KH0832
 KH0832                         *CURRENT SURVEY CONTROL
 KH0832  ___________________________________________________________________
 KH0832* NAD 83(1997)-  39 49 36.22381(N)    100 31 51.89742(W)     ADJUSTED  
 KH0832* NAVD 88     -                                                        
 KH0832  ___________________________________________________________________
 KH0832  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 KH0832  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 KH0832
 KH0832  HORZ ORDER  -  THIRD
 KH0832
 KH0832.The horizontal coordinates were established by classical geodetic methods
 KH0832.and adjusted by the National Geodetic Survey in October 1998..
 KH0832
 KH0832
 KH0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0832
 KH0832.The geoid height was determined by GEOID03.
 KH0832
 KH0832;                    North         East     Units Scale Factor Converg.
 KH0832;SPC KS N     -   168,818.617   183,342.405   MT  1.00000733   -1 36 05.2
 KH0832;UTM  14      - 4,409,647.489   368,974.678   MT  0.99981135   -0 58 50.7
 KH0832
 KH0832                          SUPERSEDED SURVEY CONTROL
 KH0832
 KH0832  NAD 83(1997)-  39 49 36.22553(N)    100 31 51.89794(W) AD(       ) 4
 KH0832  NAD 83(1986)-  39 49 36.22840(N)    100 31 51.89954(W) AD(       ) 4
 KH0832  NAD 27      -  39 49 36.21640(N)    100 31 50.37591(W) AD(       ) 3
 KH0832
 KH0832.Superseded values are not recommended for survey control.
 KH0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0832.See file dsdata.txt to determine how the superseded data were derived.
 KH0832
 KH0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK6897509647(NAD 83)
 KH0832_MARKER: 53 = ELEVATED TANK
 KH0832
 KH0832  HISTORY     - Date     Condition        Report By
 KH0832  HISTORY     - 1987     FIRST OBSERVED   NOS
 KH0832
 KH0832                          STATION DESCRIPTION
 KH0832
 KH0832'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KH0832'STATION IS THE EXISTING ELEVATED WATER TANK IN OBERLIN.
 KH0832'
 KH0832'TANK IS IN THE NORTH PART OF OBERLIN, NORTH OF WEST ADAMS STREET,
 KH0832'AND EAST OF CASS AVENUE.
 KH0832'
 KH0832'STATION IS A EIGHT LEGGED ELEVATED TANK, PRESENTLY PAINTED GREEN
 KH0832'WITH THE WORD ---OBERLIN--- PAINTED ON BOTH THE NORTH AND SOUTH
 KH0832'SIDES IN BLACK.
 KH0832'
 KH0832'TANK WAS OBSERVED BY L.F. SMITH IN 1971 FROM STATION
 KH0832'---OBERLIN 2 1950---.  THESE OBSERVATIONS WERE VERIFIED IN 1987
 KH0832'WITH AN ANGLE CHECK OF 000-00-00.7.
 KH0832'
 KH0832'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0903 ***********************************************************************
 HH0903  DESIGNATION -  OBRATE
 HH0903  PID         -  HH0903
 HH0903  STATE/COUNTY-  KS/GRAY
 HH0903  USGS QUAD   -  CIMARRON NW (1968)
 HH0903
 HH0903                         *CURRENT SURVEY CONTROL
 HH0903  ___________________________________________________________________
 HH0903* NAD 83(1997)-  37 58 20.75708(N)    100 29 41.39150(W)     ADJUSTED  
 HH0903* NAVD 88     -       849.3    (meters)    2786.     (feet)  VERTCON   
 HH0903  ___________________________________________________________________
 HH0903  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HH0903  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 HH0903
 HH0903  HORZ ORDER  -  SECOND
 HH0903  VERT ORDER  -  THIRD ? (See Below)
 HH0903
 HH0903.The horizontal coordinates were established by classical geodetic methods
 HH0903.and adjusted by the National Geodetic Survey in October 1998..
 HH0903
 HH0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0903.The vertical order pertains to the NGVD 29 superseded value.
 HH0903
 HH0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0903
 HH0903.The geoid height was determined by GEOID03.
 HH0903
 HH0903;                    North         East     Units Scale Factor Converg.
 HH0903;SPC KS S     -   546,795.203   224,748.041   MT  0.99993637   -1 13 33.2
 HH0903;UTM  14      - 4,203,810.302   368,705.065   MT  0.99981231   -0 55 11.5
 HH0903
 HH0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0903!SPC KS S     -   0.99987078  x   0.99993637  =   0.99980715
 HH0903!UTM  14      -   0.99987078  x   0.99981231  =   0.99968311
 HH0903
 HH0903|---------------------------------------------------------------------|
 HH0903| PID    Reference Object                     Distance      Geod. Az  |
 HH0903|                                                           dddmmss.s |
 HH0903| CK9542 OBRATE RM 2                          36.301 METERS 09433     |
 HH0903| CK9540 OBRATE AZ MK                                       0995718.4 |
 HH0903| HH0983 CHARLESTON RCAG SW TOWER            APPROX.11.8 KM 2152122.8 |
 HH0903| CK9541 OBRATE RM 1                          24.780 METERS 35807     |
 HH0903|---------------------------------------------------------------------|
 HH0903
 HH0903                          SUPERSEDED SURVEY CONTROL
 HH0903
 HH0903  NAD 83(1997)-  37 58 20.76281(N)    100 29 41.39014(W) AD(       ) 2
 HH0903  NAD 83(1986)-  37 58 20.76110(N)    100 29 41.39072(W) AD(       ) 2
 HH0903  NAD 27      -  37 58 20.68727(N)    100 29 39.85867(W) AD(       ) 2
 HH0903  NGVD 29 (07/19/86)  848.9    (m)         2785.     (f) LEVELING    3  
 HH0903
 HH0903.Superseded values are not recommended for survey control.
 HH0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0903.See file dsdata.txt to determine how the superseded data were derived.
 HH0903
 HH0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH6870503810(NAD 83)
 HH0903_MARKER: DS = TRIANGULATION STATION DISK
 HH0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0903
 HH0903  HISTORY     - Date     Condition        Report By
 HH0903  HISTORY     - 1963     MONUMENTED       CGS
 HH0903
 HH0903                          STATION DESCRIPTION
 HH0903
 HH0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 HH0903'THE STATION IS 10 MILES NORTHWEST OF INGALLS, 8-1/2 NORTHEAST OF
 HH0903'CHARLESTON, IN THE SOUTHWEST QUARTER OF SECTION 10, T 24 S, R 29 W,
 HH0903'AND ON PROPERTY OWNED BY MR. CECIL OBRATE.
 HH0903'
 HH0903'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 50 AND STATE
 HH0903'HIGHWAY 23, IN CIMARRON, GO WEST ON HIGHWAY 50 FOR 6.0 MILES TO A
 HH0903'CROSSROAD AT INGALLS.  CONTINUE WEST ON HIGHWAY 50 FOR 2.5 MILES TO
 HH0903'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A DIRT ROAD
 HH0903'FOR 7.0 MILES TO A CROSSROAD.  CONTINUE NORTH ON THE DIRT ROAD FOR
 HH0903'0.9 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON THE
 HH0903'DIRT ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 HH0903'A DIRT ROAD FOR 0.7 MILE TO A MACHINE SHED AND THE STATION ON THE
 HH0903'RIGHT.
 HH0903'
 HH0903'STATION MARKS ARE STANDARD DISKS STAMPED OBRATE 1963.  THE SURFACE
 HH0903'DISK IS SET IN SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HH0903'GROUND.  IT IS 52 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 25
 HH0903'FEET SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF
 HH0903'THE MACHINE SHED AND 8.5 FEET NORTH OF A METAL WITNESS POST
 HH0903'AND CORNER FENCE POST.  THE UNDERGROUND DISK IS SET IN AN
 HH0903'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 HH0903'GROUND.
 HH0903'
 HH0903'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED OBRATE NO 1 1963,
 HH0903'CEMENTED IN A DRILL HOLE IN THE EAST PROTRUSION OF THE CONCRETE
 HH0903'FOUNDATION OF THE MACHINE SHED.  IT IS 66 FEET SOUTH OF THE
 HH0903'NORTHEAST CORNER OF THE FOUNDATION AND 56.5 FEET NORTH OF THE
 HH0903'SOUTHEAST CORNER OF THE FOUNDATION.
 HH0903'
 HH0903'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED OBRATE NO 2 1963, SET
 HH0903'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 115.5 FEET
 HH0903'EAST OF THE CORNER FENCE POST 116 FEET EAST OF THE METAL WITNESS
 HH0903'POST AND 43 FEET NORTH OF THE CENTER OF THE DIRT ROAD.
 HH0903'
 HH0903'AZIMUTH MARK IS A STANDARD DISK STAMPED ORBATE 1963, SET IN A SQUARE
 HH0903'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 36 FEET WEST OF THE
 HH0903'CENTER OF A DIRT ROAD, 2.2 FEET SOUTH OF A METAL WITNESS POST AND
 HH0903'1.5 FEET NORTH OF A FENCE POST.
 HH0903'
 HH0903'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1068 ***********************************************************************
 KF1068  DESIGNATION -  OBSERVATORY
 KF1068  PID         -  KF1068
 KF1068  STATE/COUNTY-  KS/RILEY
 KF1068  USGS QUAD   -  MANHATTAN (1991)
 KF1068
 KF1068                         *CURRENT SURVEY CONTROL
 KF1068  ___________________________________________________________________
 KF1068* NAD 83(1997)-  39 11 32.34430(N)    096 34 55.34376(W)     ADJUSTED  
 KF1068* NAVD 88     -       347.     (meters)    1138.     (feet)  VERTCON   
 KF1068  ___________________________________________________________________
 KF1068  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 KF1068  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 KF1068
 KF1068  HORZ ORDER  -  SECOND
 KF1068
 KF1068.The horizontal coordinates were established by classical geodetic methods
 KF1068.and adjusted by the National Geodetic Survey in October 1998..
 KF1068
 KF1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1068
 KF1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1068
 KF1068.The geoid height was determined by GEOID03.
 KF1068
 KF1068;                    North         East     Units Scale Factor Converg.
 KF1068;SPC KS N     -    96,315.921   522,489.340   MT  0.99995737   +0 53 49.8
 KF1068;UTM  14      - 4,340,903.991   708,820.038   MT  1.00013694   +1 31 42.7
 KF1068
 KF1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1068!SPC KS N     -   0.99995024  x   0.99995737  =   0.99990761
 KF1068!UTM  14      -   0.99995024  x   1.00013694  =   1.00008717
 KF1068
 KF1068:                Primary Azimuth Mark                     Grid Az
 KF1068:SPC KS N     -  ANTONIO                                  021 07 24.3
 KF1068:UTM  14      -  ANTONIO                                  020 29 31.4
 KF1068
 KF1068|---------------------------------------------------------------------|
 KF1068| PID    Reference Object                     Distance      Geod. Az  |
 KF1068|                                                           dddmmss.s |
 KF1068| KF1066 ANTONIO                             APPROX. 0.9 KM 0220114.1 |
 KF1068|---------------------------------------------------------------------|
 KF1068
 KF1068                          SUPERSEDED SURVEY CONTROL
 KF1068
 KF1068  NAD 83(1986)-  39 11 32.35034(N)    096 34 55.34134(W) AD(       ) 2
 KF1068  NAD 27      -  39 11 32.37007(N)    096 34 54.32193(W) AD(       ) 2
 KF1068  NGVD 29 (07/19/86)  347.     (m)         1138.     (f) VERT ANG       
 KF1068
 KF1068.Superseded values are not recommended for survey control.
 KF1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1068.See file dsdata.txt to determine how the superseded data were derived.
 KF1068
 KF1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0882040904(NAD 83)
 KF1068_MARKER: DS = TRIANGULATION STATION DISK
 KF1068_SETTING: 0 = UNSPECIFIED SETTING
 KF1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF1068
 KF1068  HISTORY     - Date     Condition        Report By
 KF1068  HISTORY     - 1967     MONUMENTED       CGS
 KF1068
 KF1068                          STATION DESCRIPTION
 KF1068
 KF1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CEO)
 KF1068'LOCATED ON TOP OF THE PHYSICS BUILDING, ON THE KANSAS STATE
 KF1068'UNIVERSITY CAMPUS AT MANHATTAN.
 KF1068'
 KF1068'STATION MARK, A STANDARD DISK STAMPED OBSERVATORY 1967, IS SET
 KF1068'IN PLASTIC PASTE COVERED WITH TAR IN THE ROOF OF THE PHYSICS
 KF1068'BUILDING.  IT IS FLUSH WITH ROOF, 5 FEET SOUTHWEST OF THE
 KF1068'NORTHEAST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0144 ***********************************************************************
 JF0144  DESIGNATION -  OC
 JF0144  PID         -  JF0144
 JF0144  STATE/COUNTY-  KS/LYON
 JF0144  USGS QUAD   -  EMPORIA (1979)
 JF0144
 JF0144                         *CURRENT SURVEY CONTROL
 JF0144  ___________________________________________________________________
 JF0144* NAD 83(1986)-  38 23 25.     (N)    096 09 59.     (W)     SCALED    
 JF0144* NAVD 88     -       337.805  (meters)    1108.28   (feet)  ADJUSTED  
 JF0144  ___________________________________________________________________
 JF0144  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JF0144  DYNAMIC HT  -         337.559 (meters)    1107.47  (feet)  COMP
 JF0144  MODELED GRAV-     979,891.3   (mgal)                       NAVD 88
 JF0144
 JF0144  VERT ORDER  -  FIRST     CLASS II
 JF0144
 JF0144.The horizontal coordinates were scaled from a topographic map and have
 JF0144.an estimated accuracy of +/- 6 seconds.
 JF0144
 JF0144.The orthometric height was determined by differential leveling
 JF0144.and adjusted by the National Geodetic Survey in June 1991..
 JF0144
 JF0144.The geoid height was determined by GEOID03.
 JF0144
 JF0144.The dynamic height is computed by dividing the NAVD 88
 JF0144.geopotential number by the normal gravity value computed on the
 JF0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0144.degrees latitude (g = 980.6199 gals.).
 JF0144
 JF0144.The modeled gravity was interpolated from observed gravity values.
 JF0144
 JF0144;                    North         East    Units  Estimated Accuracy
 JF0144;SPC KS S     -   593,850.      603,850.      MT  (+/- 180 meters Scaled)
 JF0144
 JF0144                          SUPERSEDED SURVEY CONTROL
 JF0144
 JF0144  NGVD 29 (??/??/92)  337.660  (m)         1107.81   (f) ADJ UNCH    1 2
 JF0144
 JF0144.Superseded values are not recommended for survey control.
 JF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0144.See file dsdata.txt to determine how the superseded data were derived.
 JF0144
 JF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH474529(NAD 83)
 JF0144_MARKER: X = CHISELED CROSS
 JF0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0144_SP_SET: BRIDGE
 JF0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0144
 JF0144  HISTORY     - Date     Condition        Report By
 JF0144  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0144  HISTORY     - 1951     GOOD             NGS
 JF0144  HISTORY     - 1974     GOOD             NGS
 JF0144  HISTORY     - 1976     MARK NOT FOUND   NGS
 JF0144
 JF0144                          STATION DESCRIPTION
 JF0144
 JF0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JF0144'0.9 MI S FROM EMPORIA.
 JF0144'0.9 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0144'FROM THE STATION AT EMPORIA, LYON COUNTY, AT THE SOUTH EDGE OF
 JF0144'TOWN, AT THE CROSSING OF EAST LOGAN AVENUE, 30 FEET SOUTH OF
 JF0144'THE CENTERLINE OF THE AVENUE, 11 FEET WEST OF THE CENTERLINE
 JF0144'OF THE MAIN TRACK, AT BRIDGE OC, AND ON THE TOP OF THE NORTHWEST
 JF0144'CORNER OF THE WEST CONCRETE HEADWALL.  A CHISELED CROSS.
 JF0144
 JF0144                          STATION RECOVERY (1974)
 JF0144
 JF0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JF0144'RECOVERED IN GOOD CONDITION.
 JF0144
 JF0144                          STATION RECOVERY (1976)
 JF0144
 JF0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0800 ***********************************************************************
 JG0800  DESIGNATION -  ODIN CATHOLIC CHURCH SPIRE
 JG0800  PID         -  JG0800
 JG0800  STATE/COUNTY-  KS/BARTON
 JG0800  USGS QUAD   -  CLAFLIN (1969)
 JG0800
 JG0800                         *CURRENT SURVEY CONTROL
 JG0800  ___________________________________________________________________
 JG0800* NAD 83(1997)-  38 33 49.24879(N)    098 36 32.77032(W)     ADJUSTED  
 JG0800* NAVD 88     -                                                        
 JG0800  ___________________________________________________________________
 JG0800  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JG0800  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 JG0800
 JG0800  HORZ ORDER  -  THIRD
 JG0800
 JG0800.The horizontal coordinates were established by classical geodetic methods
 JG0800.and adjusted by the National Geodetic Survey in October 1998..
 JG0800
 JG0800
 JG0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0800
 JG0800.The geoid height was determined by GEOID03.
 JG0800
 JG0800;                    North         East     Units Scale Factor Converg.
 JG0800;SPC KS S     -   610,552.607   390,491.048   MT  0.99999941   -0 04 01.4
 JG0800;SPC KS N     -    25,749.595   346,911.988   MT  1.00002821   -0 23 07.4
 JG0800;UTM  14      - 4,268,431.941   534,055.427   MT  0.99961428   +0 14 37.3
 JG0800
 JG0800                          SUPERSEDED SURVEY CONTROL
 JG0800
 JG0800  NAD 83(1986)-  38 33 49.25632(N)    098 36 32.76974(W) AD(       ) 4
 JG0800  NAD 27      -  38 33 49.21500(N)    098 36 31.49700(W) AD(       ) 3
 JG0800
 JG0800.Superseded values are not recommended for survey control.
 JG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0800.See file dsdata.txt to determine how the superseded data were derived.
 JG0800
 JG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH3405568432(NAD 83)
 JG0800_MARKER: 90 = CHURCH SPIRE
 JG0800
 JG0800  HISTORY     - Date     Condition        Report By
 JG0800  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0800
 JG0800                          STATION DESCRIPTION
 JG0800
 JG0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0800'THE STATION IS LOCATED IN THE SETTLEMENT OF ODIN.  IT IS A
 JG0800'STONE STRUCTURE HAVING A 100 FOOT SPIRE LOCATED AT THE WEST
 JG0800'END OF THE STRUCTURE.  THE POINT OBSERVED ON WAS THE APEX
 JG0800'OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7032 ***********************************************************************
 AH7032  SACS        -  This is a Secondary Airport Control Station.
 AH7032  DESIGNATION -  OEL A
 AH7032  PID         -  AH7032
 AH7032  STATE/COUNTY-  KS/LOGAN
 AH7032  USGS QUAD   -  OAKLEY SOUTH (1979)
 AH7032
 AH7032                         *CURRENT SURVEY CONTROL
 AH7032  ___________________________________________________________________
 AH7032* NAD 83(1997)-  39 06 11.32911(N)    100 48 54.64160(W)     ADJUSTED  
 AH7032* NAVD 88     -       919.58   (meters)    3017.0    (feet)  GPS OBS   
 AH7032  ___________________________________________________________________
 AH7032  X           -    -930,102.907 (meters)                     COMP
 AH7032  Y           -  -4,868,762.512 (meters)                     COMP
 AH7032  Z           -   4,001,774.063 (meters)                     COMP
 AH7032  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 AH7032  ELLIP HEIGHT-         894.89  (meters)          (01/20/99) GPS OBS
 AH7032  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 AH7032
 AH7032  HORZ ORDER  -  FIRST
 AH7032  ELLP ORDER  -  FOURTH    CLASS II
 AH7032
 AH7032.This mark is at Oakley Municipal Airport (OEL)
 AH7032
 AH7032.The horizontal coordinates were established by GPS observations
 AH7032.and adjusted by the National Geodetic Survey in January 1999..
 AH7032
 AH7032.The orthometric height was determined by GPS observations and a
 AH7032.high-resolution geoid model.
 AH7032
 AH7032.GPS derived orthometric heights for airport stations designated as
 AH7032.PACS or SACS are published to 2 decimal places.  This maintains
 AH7032.centimeter relative accuracy between the PACS and SACS.  It does
 AH7032.not indicate centimeter accuracy relative to other marks which are
 AH7032.part of the NAVD 88 network.
 AH7032
 AH7032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7032
 AH7032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7032
 AH7032.The ellipsoidal height was determined by GPS observations
 AH7032.and is referenced to NAD 83.
 AH7032
 AH7032.The geoid height was determined by GEOID03.
 AH7032
 AH7032;                    North         East     Units Scale Factor Converg.
 AH7032;SPC KS N     -    89,242.430   156,534.630   MT  0.99996015   -1 46 52.3
 AH7032;UTM  14      - 4,329,791.434   343,043.574   MT  0.99990334   -1 08 42.4
 AH7032
 AH7032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7032!SPC KS N     -   0.99985962  x   0.99996015  =   0.99981977
 AH7032!UTM  14      -   0.99985962  x   0.99990334  =   0.99976297
 AH7032
 AH7032                          SUPERSEDED SURVEY CONTROL
 AH7032
 AH7032.No superseded survey control is available for this station.
 AH7032
 AH7032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4304429791(NAD 83)
 AH7032_MARKER: DH = HORIZONTAL CONTROL DISK
 AH7032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7032_STAMPING: OEL A 1998
 AH7032_MARK LOGO: NGS   
 AH7032_PROJECTION: FLUSH
 AH7032_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7032+STABILITY: SURFACE MOTION
 AH7032
 AH7032  HISTORY     - Date     Condition        Report By
 AH7032  HISTORY     - 1998     MONUMENTED       NGS
 AH7032
 AH7032                          STATION DESCRIPTION
 AH7032
 AH7032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 AH7032'THE STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF OAKLEY, AT THE
 AH7032'OAKLEY MUNICIPAL AIRPORT, WEST OF THE SOUTH END OF THE SINGLE RUNWAY.
 AH7032'OWNERSHIP--CITY OF OAKLEY.  AIRPORT MANAGER JOHN LYSINGER, 210 AIRPORT
 AH7032'DRIVE, OAKLEY KS 67748.  PHONE 785-672-4621.  TO REACH THE STATION
 AH7032'FROM THE JUNCTION OF U.S.  HIGHWAYS 40 AND 83 IN SOUTH OAKLEY, GO EAST
 AH7032'FOR 2.8 KM (1.75 MI) ON HIGHWAY 40 TO A GRAVEL ROAD RIGHT.  TURN RIGHT
 AH7032'AND GO SOUTHERLY FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO
 AH7032'A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST FOR 50 METERS (164.0 FT) ON
 AH7032'THE GRAVEL ROAD WHICH TURNS TO CONCRETE, PASSING BETWEEN TWO HANGARS,
 AH7032'TO A CONCRETE DRIVE RIGHT.  TURN RIGHT AND GO SOUTH 0.1 KM (0.05 MI)
 AH7032'ON THE DRIVE WHICH TURNS TO ASPHALT, TO A CONNECTING TAXIWAY RIGHT.
 AH7032'TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE CONNECTING TAXIWAY
 AH7032'TO THE RUNWAY.  TURN LEFT AND GO SOUTH 1.5 KM (0.95 MI) ON THE RUNWAY
 AH7032'TO THE END OF THE RUNWAY AND THE STATION ON THE RIGHT.  LOCATED 265.0
 AH7032'FT (80.8 M) EAST OF A DIRT ROAD, 125.9 FT (38.4 M) WEST OF THE
 AH7032'CENTERLINE END OF RUNWAY 34, 79.0 FT (24.1 M) WEST OF THE MOST WESTERN
 AH7032'RUNWAY END LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0999 ***********************************************************************
 HG0999  DESIGNATION -  OFFERLE
 HG0999  PID         -  HG0999
 HG0999  STATE/COUNTY-  KS/EDWARDS
 HG0999  USGS QUAD   -  OFFERLE (1972)
 HG0999
 HG0999                         *CURRENT SURVEY CONTROL
 HG0999  ___________________________________________________________________
 HG0999* NAD 83(1997)-  37 53 42.91149(N)    099 31 55.51914(W)     ADJUSTED  
 HG0999* NAVD 88     -       688.     (meters)    2257.     (feet)  SCALED    
 HG0999  ___________________________________________________________________
 HG0999  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 HG0999  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HG0999
 HG0999  HORZ ORDER  -  THIRD
 HG0999
 HG0999.The horizontal coordinates were established by classical geodetic methods
 HG0999.and adjusted by the National Geodetic Survey in October 1998..
 HG0999
 HG0999.The orthometric height was scaled from a topographic map.
 HG0999
 HG0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0999
 HG0999.The geoid height was determined by GEOID03.
 HG0999
 HG0999;                    North         East     Units Scale Factor Converg.
 HG0999;SPC KS S     -   536,856.744   309,227.991   MT  0.99993599   -0 38 03.3
 HG0999;UTM  14      - 4,194,326.675   453,217.502   MT  0.99962696   -0 19 36.6
 HG0999
 HG0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0999!SPC KS S     -   0.99989611  x   0.99993599  =   0.99983211
 HG0999!UTM  14      -   0.99989611  x   0.99962696  =   0.99952311
 HG0999
 HG0999|---------------------------------------------------------------------|
 HG0999| PID    Reference Object                     Distance      Geod. Az  |
 HG0999|                                                           dddmmss.s |
 HG0999| CK9550 OFFERLE RM 1                         10.239 METERS 09809     |
 HG0999| CK9551 OFFERLE RM 2                         13.178 METERS 24123     |
 HG0999| HG1000 OFFERLE MUN WATER TANK              APPROX. 2.2 KM 2592212.6 |
 HG0999|---------------------------------------------------------------------|
 HG0999
 HG0999                          SUPERSEDED SURVEY CONTROL
 HG0999
 HG0999  NAD 83(1997)-  37 53 42.91940(N)    099 31 55.51882(W) AD(       ) 3
 HG0999  NAD 83(1986)-  37 53 42.91705(N)    099 31 55.51778(W) AD(       ) 3
 HG0999  NAD 27      -  37 53 42.85316(N)    099 31 54.08304(W) AD(       ) 3
 HG0999
 HG0999.Superseded values are not recommended for survey control.
 HG0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0999.See file dsdata.txt to determine how the superseded data were derived.
 HG0999
 HG0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5321894327(NAD 83)
 HG0999_MARKER: DS = TRIANGULATION STATION DISK
 HG0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0999
 HG0999  HISTORY     - Date     Condition        Report By
 HG0999  HISTORY     - 1964     MONUMENTED       CGS
 HG0999
 HG0999                          STATION DESCRIPTION
 HG0999
 HG0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0999'THE STATION IS 1-1/2 MILES EAST OF OFFERLE, IN THE NORTHWEST QUARTER
 HG0999'OF SECTION 9, T 25 S, R 20 W, AND ON THE SOUTH RIGHT-OF-WAY OF THE
 HG0999'ATCHISON TOPEKA AND SANTA FE RAILROAD.
 HG0999'
 HG0999'TO REACH THE STATION FROM THE RAILROAD DEPOT IN OFFERLE, GO EAST ON
 HG0999'U.S. HIGHWAYS 50 AND 56 FOR 1.35 MILES TO A CROSSROAD.  TURN RIGHT,
 HG0999'SOUTH, FOR ABOUT 100 FEET TO THE SOUTH SIDE OF THE RAILROAD TRACKS.
 HG0999'TURN LEFT AND GO EAST ALONG THE SOUTH SIDE OF THE TRACKS FOR 0.05
 HG0999'MILE TO THE STATION NEAR A TELEGRAPH POLE ON THE RIGHT.
 HG0999'
 HG0999'STATION MARKS ARE STANDARD DISKS STAMPED OFFERLE 1964.  THE SURFACE
 HG0999'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 HG0999'IS 34 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 13.5 FEET
 HG0999'NORTH OF A FENCE, 4 FEET WEST OF A TELEGRAPH POLE, AND 4 FEET
 HG0999'EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 HG0999'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF THE
 HG0999'GROUND.
 HG0999'
 HG0999'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED OFFERLE NO 1 1964, IS
 HG0999'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 46
 HG0999'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 28.5 FEET
 HG0999'SOUTHEAST OF THE TELEGRAPH POLE, AND 1 FOOT NORTH OF THE FENCE.
 HG0999'
 HG0999'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED OFFERLE NO 2 1964, IS
 HG0999'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 47.5
 HG0999'FEET SOUTHWEST OF THE TELEGRAPH POLE, 46 FEET SOUTH OF THE SOUTH
 HG0999'RAIL OF THE RAILROAD TRACKS, AND 1 FOOT NORTH OF THE FENCE.
 HG0999'
 HG0999'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1001 ***********************************************************************
 HG1001  DESIGNATION -  OFFERLE MICROWAVE KAP 38
 HG1001  PID         -  HG1001
 HG1001  STATE/COUNTY-  KS/FORD
 HG1001  USGS QUAD   -  OFFERLE (1972)
 HG1001
 HG1001                         *CURRENT SURVEY CONTROL
 HG1001  ___________________________________________________________________
 HG1001* NAD 83(1997)-  37 53 02.85239(N)    099 33 26.88596(W)     ADJUSTED  
 HG1001* NAVD 88     -                                                        
 HG1001  ___________________________________________________________________
 HG1001  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 HG1001  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 HG1001
 HG1001  HORZ ORDER  -  THIRD
 HG1001
 HG1001.The horizontal coordinates were established by classical geodetic methods
 HG1001.and adjusted by the National Geodetic Survey in October 1998..
 HG1001
 HG1001
 HG1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1001
 HG1001.The geoid height was determined by GEOID03.
 HG1001
 HG1001;                    North         East     Units Scale Factor Converg.
 HG1001;SPC KS S     -   535,646.822   306,981.940   MT  0.99993609   -0 38 59.4
 HG1001;UTM  14      - 4,193,105.094   450,978.666   MT  0.99962960   -0 20 32.4
 HG1001
 HG1001                          SUPERSEDED SURVEY CONTROL
 HG1001
 HG1001  NAD 83(1997)-  37 53 02.86031(N)    099 33 26.88570(W) AD(       ) 4
 HG1001  NAD 83(1986)-  37 53 02.85777(N)    099 33 26.88459(W) AD(       ) 4
 HG1001  NAD 27      -  37 53 02.79478(N)    099 33 25.45020(W) AD(       ) 3
 HG1001
 HG1001.Superseded values are not recommended for survey control.
 HG1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1001.See file dsdata.txt to determine how the superseded data were derived.
 HG1001
 HG1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5097993105(NAD 83)
 HG1001_MARKER: 44 = MICROWAVE MAST
 HG1001
 HG1001  HISTORY     - Date     Condition        Report By
 HG1001  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG1001  HISTORY     - 1970     GOOD             USAF
 HG1001
 HG1001                          STATION DESCRIPTION
 HG1001
 HG1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1001'THE STATION IS THE RED LIGHT ATOP THE MAST OF THE KTVC CHANNEL SIX
 HG1001'TELEVISION STATION OF ENSIGN, KANSAS, LOCATED 0.4 MILE SOUTH OF THE
 HG1001'CENTER OF OFFERLE.  IT IS A SLENDER STEEL STRUCTURE, PAINTED RED
 HG1001'AND WHITE, GUYED, WITH TWO PARABOLICE REFLECTORS NEAR THE TOP OF
 HG1001'THE MAST AND HAS AN OVERALL HEIGHT OF ABOUT 180 FEET.
 HG1001
 HG1001                          STATION RECOVERY (1970)
 HG1001
 HG1001'RECOVERY NOTE BY US AIR FORCE 1970 (SM)
 HG1001'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1000 ***********************************************************************
 HG1000  DESIGNATION -  OFFERLE MUN WATER TANK
 HG1000  PID         -  HG1000
 HG1000  STATE/COUNTY-  KS/FORD
 HG1000  USGS QUAD   -  OFFERLE (1972)
 HG1000
 HG1000                         *CURRENT SURVEY CONTROL
 HG1000  ___________________________________________________________________
 HG1000* NAD 83(1997)-  37 53 29.91809(N)    099 33 22.81712(W)     ADJUSTED  
 HG1000* NAVD 88     -                                                        
 HG1000  ___________________________________________________________________
 HG1000  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 HG1000  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 HG1000
 HG1000  HORZ ORDER  -  THIRD
 HG1000
 HG1000.The horizontal coordinates were established by classical geodetic methods
 HG1000.and adjusted by the National Geodetic Survey in October 1998..
 HG1000
 HG1000
 HG1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1000
 HG1000.The geoid height was determined by GEOID03.
 HG1000
 HG1000;                    North         East     Units Scale Factor Converg.
 HG1000;SPC KS S     -   536,480.071   307,090.809   MT  0.99993602   -0 38 56.9
 HG1000;UTM  14      - 4,193,938.660   451,083.029   MT  0.99962947   -0 20 30.1
 HG1000
 HG1000                          SUPERSEDED SURVEY CONTROL
 HG1000
 HG1000  NAD 83(1997)-  37 53 29.92601(N)    099 33 22.81677(W) AD(       ) 4
 HG1000  NAD 83(1986)-  37 53 29.92348(N)    099 33 22.81550(W) AD(       ) 4
 HG1000  NAD 27      -  37 53 29.85729(N)    099 33 21.38821(W) AD(       ) 3
 HG1000
 HG1000.Superseded values are not recommended for survey control.
 HG1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1000.See file dsdata.txt to determine how the superseded data were derived.
 HG1000
 HG1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5108393939(NAD 83)
 HG1000_MARKER: 53 = ELEVATED TANK
 HG1000
 HG1000  HISTORY     - Date     Condition        Report By
 HG1000  HISTORY     - 1961     FIRST OBSERVED   CGS
 HG1000
 HG1000                          STATION DESCRIPTION
 HG1000
 HG1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG1000'THE STATION IS THE TOP CENTER OF THE TANK, LOCATED IN THE NORTHEAST
 HG1000'EDGE OF OFFERLE.  IT IS A FOUR LEGGED STEEL STRUCTURE WHICH SUPPORTS
 HG1000'A SPHERICAL TANK, PAINTED SILVER, AND HAS AN OVERALL HEIGHT OF
 HG1000'ABOUT 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0997 ***********************************************************************
 HG0997  DESIGNATION -  OFFERLE ST JOSEPH CATH CH
 HG0997  PID         -  HG0997
 HG0997  STATE/COUNTY-  KS/EDWARDS
 HG0997  USGS QUAD   -  OFFERLE (1972)
 HG0997
 HG0997                         *CURRENT SURVEY CONTROL
 HG0997  ___________________________________________________________________
 HG0997* NAD 83(1997)-  37 53 20.78033(N)    099 31 18.01075(W)     ADJUSTED  
 HG0997* NAVD 88     -                                                        
 HG0997  ___________________________________________________________________
 HG0997  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 HG0997  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 HG0997
 HG0997  HORZ ORDER  -  THIRD
 HG0997
 HG0997.The horizontal coordinates were established by classical geodetic methods
 HG0997.and adjusted by the National Geodetic Survey in October 1998..
 HG0997
 HG0997
 HG0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0997
 HG0997.The geoid height was determined by GEOID03.
 HG0997
 HG0997;                    North         East     Units Scale Factor Converg.
 HG0997;SPC KS S     -   536,164.393   310,136.826   MT  0.99993604   -0 37 40.2
 HG0997;UTM  14      - 4,193,639.424   454,129.757   MT  0.99962591   -0 19 13.4
 HG0997
 HG0997                          SUPERSEDED SURVEY CONTROL
 HG0997
 HG0997  NAD 83(1997)-  37 53 20.78828(N)    099 31 18.01019(W) AD(       ) 4
 HG0997  NAD 83(1986)-  37 53 20.78596(N)    099 31 18.01091(W) AD(       ) 4
 HG0997  NAD 27      -  37 53 20.73366(N)    099 31 16.55552(W) AD(       ) 3
 HG0997
 HG0997.Superseded values are not recommended for survey control.
 HG0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0997.See file dsdata.txt to determine how the superseded data were derived.
 HG0997
 HG0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5413093639(NAD 83)
 HG0997_MARKER: 55 = TOWER
 HG0997
 HG0997  HISTORY     - Date     Condition        Report By
 HG0997  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0997
 HG0997                          STATION DESCRIPTION
 HG0997
 HG0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0997'POINT OBSERVED UPON WAS GOLD CROSS ATOP TOWER ON WEST SIDE OF
 HG0997'ST. JOSEPHS CATHOLIC CHURCH IN THE NORTHEAST PART OF THE
 HG0997'TOWN OF OFFERLE.  CHURCH WAS BUILT IN 1927, IS CONSTRUCTED OF RED
 HG0997'BRICK, WITH RED TILE ROOF, THE TOWER IS APPROXIMATELY 90
 HG0997'FEET IN HEIGHT.
 HG0997'
 HG0997'STATION WAS OBSERVED UPON FROM ERICKSON AND DAHM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0776 ***********************************************************************
 KG0776  DESIGNATION -  OGALLAH
 KG0776  PID         -  KG0776
 KG0776  STATE/COUNTY-  KS/TREGO
 KG0776  USGS QUAD   -  MOUTH OF SHAW CREEK (1963)
 KG0776
 KG0776                         *CURRENT SURVEY CONTROL
 KG0776  ___________________________________________________________________
 KG0776* NAD 83(1997)-  39 02 16.26191(N)    099 43 24.00755(W)     ADJUSTED  
 KG0776* NAVD 88     -       723.     (meters)    2372.     (feet)  SCALED    
 KG0776  ___________________________________________________________________
 KG0776  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 KG0776  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 KG0776
 KG0776  HORZ ORDER  -  SECOND
 KG0776
 KG0776.The horizontal coordinates were established by classical geodetic methods
 KG0776.and adjusted by the National Geodetic Survey in October 1998..
 KG0776
 KG0776.The orthometric height was scaled from a topographic map.
 KG0776
 KG0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0776
 KG0776.The geoid height was determined by GEOID03.
 KG0776
 KG0776;                    North         East     Units Scale Factor Converg.
 KG0776;SPC KS N     -    79,628.648   250,807.639   MT  0.99996372   -1 05 25.4
 KG0776;UTM  14      - 4,321,225.804   437,398.154   MT  0.99964825   -0 27 20.1
 KG0776
 KG0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0776!SPC KS N     -   0.99989058  x   0.99996372  =   0.99985430
 KG0776!UTM  14      -   0.99989058  x   0.99964825  =   0.99953887
 KG0776
 KG0776|---------------------------------------------------------------------|
 KG0776| PID    Reference Object                     Distance      Geod. Az  |
 KG0776|                                                           dddmmss.s |
 KG0776| CN9380 OGALLAH RM 1                         21.410 METERS 00206     |
 KG0776| CN9381 OGALLAH RM 2                         19.694 METERS 09016     |
 KG0776| KG0775 ST JOHNS LUTHERAN CHURCH CROSS      APPROX.15.9 KM 0930418.1 |
 KG0776| CO1971 OGALLAH AZ MK                                      1590029.0 |
 KG0776| KG0782 WAKEENEY MUNICIPAL TANK             APPROX.13.9 KM 2645657.8 |
 KG0776|---------------------------------------------------------------------|
 KG0776
 KG0776                          SUPERSEDED SURVEY CONTROL
 KG0776
 KG0776  NAD 83(1986)-  39 02 16.26797(N)    099 43 24.00830(W) AD(       ) 2
 KG0776  NAD 27      -  39 02 16.23800(N)    099 43 22.58900(W) AD(       ) 2
 KG0776
 KG0776.Superseded values are not recommended for survey control.
 KG0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0776.See file dsdata.txt to determine how the superseded data were derived.
 KG0776
 KG0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ3739821226(NAD 83)
 KG0776_MARKER: DS = TRIANGULATION STATION DISK
 KG0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0776
 KG0776  HISTORY     - Date     Condition        Report By
 KG0776  HISTORY     - 1950     MONUMENTED       CGS
 KG0776  HISTORY     - 1962     POOR             USGS
 KG0776  HISTORY     - 1963     SEE DESCRIPTION  USGS
 KG0776
 KG0776                          STATION DESCRIPTION
 KG0776
 KG0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0776'THE STATION IS LOCATED ABOUT 9 MILES EAST FROM WAKEENEY AND 3
 KG0776'MILES NORTH OF OGALLAH.  IT IS SITUATED 30 FEET WEST FROM THE
 KG0776'CENTER OF THE ROAD, 8 FEET SOUTH OF A CORNER FENCE POST, AND 3
 KG0776'FEET SOUTHWEST OF A WITNESS POST.  IT IS STAMPED OGALLAH 1950 AND
 KG0776'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 KG0776'
 KG0776'REFERENCE MARK NO. 1 IS 28.5 FEET WEST FROM THE CENTER OF THE
 KG0776'ROAD AND 1.5 FEET EAST OF THE FENCE LINE.  IT IS STAMPED OGALLAH
 KG0776'NO 1 1950 AND PROJECTS 4 INCHES.
 KG0776'
 KG0776'REFERENCE MARK NO. 2 IS 30 FEET EAST FROM THE CENTER OF THE ROAD.
 KG0776'IT IS STAMPED OGALLAH NO 2 1950 AND PROJECTS 3 INCHES.
 KG0776'
 KG0776'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND 2 IS 93.9 FEET.
 KG0776'
 KG0776'THE AZIMUTH MARK IS SET IN AN EAST-WEST FENCE LINE, 31 FEET
 KG0776'SOUTH FROM THE CENTER OF THE ROAD, 3 FEET WEST OF A GATE, AND 2
 KG0776'FEET SOUTHWEST OF A REFERENCE POST.  IT IS STAMPED OGALLAH 1950
 KG0776'AND PROJECTS 4 INCHES ABOVE THE GROUND.
 KG0776'
 KG0776'TO REACH THE STATION FROM THE POST OFFICE IN OGALLAH, GO WEST ON
 KG0776'U.S. HIGHWAY 40 FOR 0.55 MILE TO A CROSSROAD, TURN RIGHT AND GO
 KG0776'NORTH FOR 2.7 MILES TO A CROSSROAD, TURN RIGHT AND GO EAST FOR
 KG0776'1.0 MILE TO ANOTHER CROSSROAD, (CONTINUE EAST FOR 0.15 MILE TO
 KG0776'THE AZIMUTH MARK ON THE RIGHT) TURN LEFT AND GO NORTH FOR 0.5
 KG0776'MILE TO THE TOP OF A LOW RISE AND THE STATION ON THE LEFT AS
 KG0776'DESCRIBED.
 KG0776
 KG0776                          STATION RECOVERY (1962)
 KG0776
 KG0776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 KG0776'THE AZIMUTH MARK IS DESTROYED.  THE MARK IS PULLED OUT OF THE
 KG0776'GROUND AND LYING IN A DITCH WITH THE CAP MISSING.
 KG0776
 KG0776                          STATION RECOVERY (1963)
 KG0776
 KG0776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KG0776'STATION AND REFERENCE AND AZIMUTH MARKS WERE FOUND DESTROYED.
 KG0776'PIECES OF CONCRETE FOUND SCATTERED ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0680 ***********************************************************************
 KF0680  CBN         -  This is a Cooperative Base Network Control Station.
 KF0680  DESIGNATION -  OGDEN
 KF0680  PID         -  KF0680
 KF0680  STATE/COUNTY-  KS/GEARY
 KF0680  USGS QUAD   -  JUNCTION CITY (1982)
 KF0680
 KF0680                         *CURRENT SURVEY CONTROL
 KF0680  ___________________________________________________________________
 KF0680* NAD 83(1997)-  39 04 00.43391(N)    096 47 34.83245(W)     ADJUSTED  
 KF0680* NAVD 88     -       385.619  (meters)    1265.15   (feet)  ADJUSTED  
 KF0680  ___________________________________________________________________
 KF0680  X           -    -586,556.681 (meters)                     COMP
 KF0680  Y           -  -4,924,122.300 (meters)                     COMP
 KF0680  Z           -   3,998,300.745 (meters)                     COMP
 KF0680  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 KF0680  ELLIP HEIGHT-         355.95  (meters)          (08/12/03) GPS OBS
 KF0680  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 KF0680  DYNAMIC HT  -         385.356 (meters)    1264.29  (feet)  COMP
 KF0680  MODELED GRAV-     979,934.7   (mgal)                       NAVD 88
 KF0680
 KF0680  HORZ ORDER  -  A
 KF0680  VERT ORDER  -  FIRST     CLASS II
 KF0680  ELLP ORDER  -  FOURTH    CLASS I
 KF0680
 KF0680.The horizontal coordinates were established by GPS observations
 KF0680.and adjusted by the National Geodetic Survey in August 2003..
 KF0680
 KF0680.The orthometric height was determined by differential leveling
 KF0680.and adjusted by the National Geodetic Survey in June 1991..
 KF0680
 KF0680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0680
 KF0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0680
 KF0680.The ellipsoidal height was determined by GPS observations
 KF0680.and is referenced to NAD 83.
 KF0680
 KF0680.The geoid height was determined by GEOID03.
 KF0680
 KF0680.The dynamic height is computed by dividing the NAVD 88
 KF0680.geopotential number by the normal gravity value computed on the
 KF0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0680.degrees latitude (g = 980.6199 gals.).
 KF0680
 KF0680.The modeled gravity was interpolated from observed gravity values.
 KF0680
 KF0680;                    North         East     Units Scale Factor Converg.
 KF0680;SPC KS N     -    82,117.431   504,451.858   MT  0.99996198   +0 45 49.3
 KF0680;UTM  14      - 4,326,506.290   690,937.244   MT  1.00004892   +1 23 28.8
 KF0680
 KF0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0680!SPC KS N     -   0.99994416  x   0.99996198  =   0.99990614
 KF0680!UTM  14      -   0.99994416  x   1.00004892  =   0.99999307
 KF0680
 KF0680|---------------------------------------------------------------------|
 KF0680| PID    Reference Object                     Distance      Geod. Az  |
 KF0680|                                                           dddmmss.s |
 KF0680| KF1097 JUNCTION CITY MAGNETIC STATION       32.108 METERS 00730     |
 KF0680| KF1085 FORT RILEY RNG TWR CENTER OF 5      APPROX. 7.6 KM 0474249.3 |
 KF0680| KF0681 OGDEN RM 1                           36.155 METERS 05011     |
 KF0680| KF1086 OGDEN MUNICIPAL STANDPIPE           APPROX. 8.7 KM 0511310.5 |
 KF0680| KF0255 CLARK                               APPROX. 4.0 KM 1034127.9 |
 KF0680| KF1099 FORT RILEY HQS BLDG SPIRE           APPROX. 1.1 KM 1131729.5 |
 KF0680| KF1109 FORT RILEY MARSHALL AIRFIELD BEACON APPROX. 3.9 KM 1191535.3 |
 KF0680| KF1102 FORT RILEY MARSHALL AIRFIELD BEACON APPROX. 3.9 KM 1192049.9 |
 KF0680| KF0682 OGDEN RM 2                           33.613 METERS 12013     |
 KF0680| KF1096 FORT RILEY MARSHALL FIELD TANK      APPROX. 2.4 KM 1220732.0 |
 KF0680| JF1484 JUNCTION CITY RAD STA KJCK MST      APPROX. 9.0 KM 1992431.3 |
 KF0680| KF1100 JUNCTION CITY COURTHOUSE CUPOLA     APPROX. 5.1 KM 2172517.8 |
 KF0680| KF1105 JUNCTION CITY KANS P AND L TWR      APPROX. 8.4 KM 2191347.4 |
 KF0680| KF1106 JUNCTION CITY TEL CO MAST           APPROX. 9.2 KM 2205458.1 |
 KF0680| KF1095 JUNCTION CITY MUN TANK              APPROX. 6.9 KM 2211043.5 |
 KF0680| KF1108 JUNCTION CITY SW BELL TEL TWR       APPROX. 9.2 KM 2280749.5 |
 KF0680| CL8015 OGDEN AZ MK                                        2281957.3 |
 KF0680| CL8016 OGDEN AZ MK OLD                                    2284738.2 |
 KF0680| KF1107 JUNCTION CITY TV INC N MAST         APPROX. 8.8 KM 2291620.2 |
 KF0680| KF1101 FORT RILEY CUSTER HILL NW TANK      APPROX. 5.6 KM 3341657.1 |
 KF0680| KF1104 FORT RILEY NORTH TANK               APPROX. 5.9 KM 3424317.0 |
 KF0680| KF1094 FORT RILEY CUSTER HILL SE TANK      APPROX. 3.6 KM 3460828.8 |
 KF0680|---------------------------------------------------------------------|
 KF0680
 KF0680                          SUPERSEDED SURVEY CONTROL
 KF0680
 KF0680  NAD 83(1997)-  39 04 00.43499(N)    096 47 34.83345(W) AD(       ) 1
 KF0680  NAD 83(1986)-  39 04 00.44117(N)    096 47 34.83171(W) AD(       ) 1
 KF0680  NAD 27      -  39 04 00.45100(N)    096 47 33.80400(W) AD(       ) 1
 KF0680  NAVD 88 (08/12/03)  385.62   (m)         1265.2    (f) LEVELING    3  
 KF0680  NGVD 29 (??/??/92)  385.491  (m)         1264.73   (f) ADJ UNCH    1 2
 KF0680
 KF0680.Superseded values are not recommended for survey control.
 KF0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0680.See file dsdata.txt to determine how the superseded data were derived.
 KF0680
 KF0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9093726506(NAD 83)
 KF0680_MARKER: DS = TRIANGULATION STATION DISK
 KF0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0680_SP_SET: CONCRETE POST
 KF0680_STAMPING: OGDEN 1935
 KF0680_MARK LOGO: CGS   
 KF0680_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0680+STABILITY: SURFACE MOTION
 KF0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0680+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 KF0680
 KF0680  HISTORY     - Date     Condition        Report By
 KF0680  HISTORY     - 1935     MONUMENTED       CGS
 KF0680  HISTORY     - 1947     GOOD             CGS
 KF0680  HISTORY     - 1952     GOOD             CGS
 KF0680  HISTORY     - 1958     GOOD             CGS
 KF0680  HISTORY     - 1965     GOOD             CGS
 KF0680  HISTORY     - 1965     GOOD             NGS
 KF0680  HISTORY     - 1966     GOOD             CGS
 KF0680  HISTORY     - 1970     GOOD             NGS
 KF0680  HISTORY     - 1986     GOOD             NGS
 KF0680  HISTORY     - 1987     SEE DESCRIPTION  NOS
 KF0680  HISTORY     - 20021007 GOOD             KAWVAL
 KF0680
 KF0680                          STATION DESCRIPTION
 KF0680
 KF0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 KF0680'STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF JUNCTION
 KF0680'CITY, ON THE FORT RILEY MILITARY RESERVATION, ABOUT 300 METERS
 KF0680'NORTH OF THE PRESENT LOCATION OF THE MAJOR OGDEN MONUMENT,
 KF0680'ON A HIGH BLUFF OVERLOOKING JUNCTION CITY TO THE SOUTH AND THE
 KF0680'FORT RILEY MILITARY POST TO THE EAST, NOT HIGHEST GROUND IN
 KF0680'VICINITY.
 KF0680'
 KF0680'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 40 S, IN THE
 KF0680'NORTH PART OF JUNCTION CITY AT THE MUNICIPAL WATER PLANT,
 KF0680'BY GOING EAST AND NORTHEAST ON HIGHWAY 40 S FOR 3.0 MILES TO MAIN
 KF0680'ENTRANCE TO THE FORT RILEY MILITARY POST, CONTINUE STRAIGHT
 KF0680'AHEAD ON HIGHWAY 40 S FOR 0.2 MILE TO GREY STONE HOUSE ON
 KF0680'LEFT (NO. 186, OFFICERS QUARTERS), TURN LEFT UP STONY HILL ROAD
 KF0680'FOR 0.2 MILE TO ROAD FORK, TAKE LEFT FORK (WEST) 0.1 MILE,
 KF0680'TURN LEFT (SOUTH) FOR 0.3 MILE TO STONE (ABOUT 3- BY 3-FEET
 KF0680'SQUARE) ON TOP OF A SMALL MOUND, AND STATION.
 KF0680'
 KF0680'STATION IS 8.4 METERS NORTH OF THE CENTER OF THE STONE WHICH
 KF0680'MARKS THE ORIGINAL SITE OF THE MAJOR OGDEN MONUMENT, 17.3 METERS
 KF0680'EAST OF CENTERLINE OF THE NORTHEAST-SOUTHWEST DIRT ROAD, 12.7
 KF0680'METERS SOUTH-SOUTHWEST OF A LARGE FLAT LOOSE STONE MARKED CHICO,
 KF0680'PROJECTING ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 KF0680'
 KF0680'REFERENCE MARK NO. 1 IS 36.158 METERS (118.63 FEET) NORTHEAST
 KF0680'OF STATION, PROJECTING ABOUT 8 INCHES.
 KF0680'
 KF0680'REFERENCE MARK NO. 2 IS 33.623 METERS (110.31 FEET)
 KF0680'EAST-SOUTHEAST OF STATION, SET IN OUTCROPPING BEDROCK, A LITTLE
 KF0680'SOUTH OF A STRAIGHT LINE FROM THE STATION TO THE SPIRE ATOP
 KF0680'OF THE HEADQUARTERS BUILDING AT THE FORT RILEY MILITARY POST.
 KF0680'
 KF0680'AZIMUTH MARK IS APPROXIMATELY 1.25 MILES SOUTH-SOUTHWEST OF
 KF0680'STATION, JUST SOUTH OF A RIGHT CURVE IN U.S. HIGHWAY 40 S AND
 KF0680'A DIRT ROAD LEADING NORTH FROM THE PAVEMENT, ACROSS THE ROAD
 KF0680'FROM A CONOCO SERVICE STATION, 60 FEET EAST OF CENTERLINE OF
 KF0680'HIGHWAY 40 S, AND 1 FOOT EAST OF A FENCE LINE.  REACHED FROM
 KF0680'NO. 186, OFFICERS QUARTERS, BY GOING SOUTHWEST ON HIGHWAY 40 S
 KF0680'FOR 1.6 MILES TO SERVICE STATION ON LEFT, MAIL BOX ON RIGHT,
 KF0680'AND MARK ON RIGHT, PROJECTING ABOUT 8 INCHES ABOVE SURFACE OF
 KF0680'GROUND.
 KF0680'
 KF0680'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KF0680
 KF0680                          STATION RECOVERY (1947)
 KF0680
 KF0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0680'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF0680'FOUND IN GOOD CONDITION.  THE FOLLOWING CHANGE HAS BEEN MADE-
 KF0680'THE AZIMUTH MARK SET IN 1935 WAS OBSTRUCTED BY NEW GROWTH OF
 KF0680'TREES SINCE THAT TIME.  A NEW AZIMUTH MARK WAS ESTABLISHED AND
 KF0680'THE OLD ONE DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 KF0680'
 KF0680'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF
 KF0680'JUNCTION CITY, ON THE FORT RILEY MILITARY RESERVATION.  IT IS
 KF0680'ON A HIGH BLUFF OVERLOOKING JUNCTION CITY TO THE SOUTH AND THE
 KF0680'FORT RILEY MILITARY POST TO THE EAST, ABOUT 985 FEET NORTH OF THE
 KF0680'PRESENT LOCATION OF THE MAJOR OGDEN MONUMENT, 27.5 FEET NORTH
 KF0680'OF THE CENTER OF THE STONE WHICH MARKS THE ORIGINAL SITE OF THE
 KF0680'MAJOR OGDEN MONUMENT, 62 FEET EAST OF THE CENTER OF THE
 KF0680'NORTHEAST-SOUTHWEST DIRT ROAD, AND 44.5 FEET SOUTH-SOUTHWEST
 KF0680'OF A LARGE FLAT LOOSE STONE WITH THE WORD CHICO ON ITS FACE.
 KF0680'IT PROJECTS 10 INCHES, AND STAMPED OGDEN 1935.
 KF0680'
 KF0680'REFERENCE MARK NO. 1 IS ON THE NORTHEAST SLOPE OF THE HILL AND
 KF0680'IS ABOUT 4 FEET BELOW STATION ELEVATION.  IT
 KF0680'PROJECTS 10 INCHES AND IS STAMPED OGDEN NO 1 1935.
 KF0680'
 KF0680'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL AND IS
 KF0680'ABOUT 5.5 FEET BELOW STATION ELEVATION.  IT IS CEMENTED IN
 KF0680'A DRILL HOLE IN OUTCROPPING ROCK THAT IS FLUSH WITH THE GROUND.
 KF0680'IT IS STAMPED OGDEN NO 2 1947.
 KF0680'
 KF0680'AZIMUTH MARK IS 275 FEET SOUTH-SOUTHWEST OF A SERVICE STATION,
 KF0680'69 FEET SOUTH OF A POWER LINE POLE BEARING THE NUMBERS 2 C 9,
 KF0680'55.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 40, 2 FEET
 KF0680'NORTH OF A REFERENCE POST, AND 1 FOOT EAST OF A FENCE LINE.
 KF0680'IT PROJECTS 4 INCHES AND IS STAMPED
 KF0680'OGDEN 1947.
 KF0680'
 KF0680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND
 KF0680'40 IN THE NORTH EDGE OF JUNCTION CITY, GO NORTHEAST ON U.S.
 KF0680'HIGHWAY NO. 40 FOR 3.0 MILES TO THE MAIN ENTRANCE TO THE FORT
 KF0680'RILEY MILITARY POST, CONTINUE STRAIGHT AHEAD ON NO. 40 FOR 0.2
 KF0680'MILE TO A GRAY STONE HOUSE ON LEFT (NO. 186 OFFICERS QUARTERS),
 KF0680'TURN LEFT UP STONY HILL ROAD AND GO 0.2 MILE TO A FORK, TAKE
 KF0680'LEFT FORK AND FOLLOW DIRT ROAD FOR 0.4 MILE TO A SMALL MOUND
 KF0680'ON THE LEFT AND THE STATION AS DESCRIBED.
 KF0680'
 KF0680'TO REACH THE AZIMUTH MARK FROM NO. 186 OFFICERS QUARTERS, GO
 KF0680'SOUTH-SOUTHWEST ON U.S. HIGHWAY NO. 40 FOR 1.6 MILES TO A
 KF0680'SERVICE STATION ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT
 KF0680'AS DESCRIBED.
 KF0680'
 KF0680'A 47 FOOT SIGNAL AT D F Y IS VISIBLE AT 5 FEET.
 KF0680'
 KF0680'A 4 FOOT SIGNAL AT MC DOWELL IS VISIBLE AT 5 FEET.
 KF0680'
 KF0680'AN 87 FOOT SIGNAL AT MARSHALL FIELD IS VISIBLE AT 5 FEET.
 KF0680'
 KF0680'AN 87 FOOT SIGNAL AT WILMER 2 1935 IS VISIBLE AT 5 FEET.
 KF0680
 KF0680                          STATION RECOVERY (1952)
 KF0680
 KF0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLP)
 KF0680'RECOVERED AS DESCRIBED BY R.L.E. IN 1947 AND ALL MARKS WERE
 KF0680'FOUND IN GOOD CONDITION.
 KF0680
 KF0680                          STATION RECOVERY (1958)
 KF0680
 KF0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 KF0680'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 KF0680'DESCRIBED IN THE RECOVERY NOTE OF 1947.  THE AZIMUTH MARK WAS
 KF0680'SEARCHED FOR, BUT WAS NOT FOUND.  A FOUR LANE HIGHWAY IS UNDER
 KF0680'CONSTRUCTION AT THE AZIMUTH MARK SITE AND IT IS BELIEVED
 KF0680'THAT THE MARK WAS DESTROYED.  THE OBSERVATIONS ON THE FORT
 KF0680'RILEY HEADQUARTERS BUILDING SPIRE COULD NOT BE CHECKED AT THIS
 KF0680'TIME BECAUSE OF A NEW GROWTH OF TREES AT GROWN LEVEL, HOWEVER
 KF0680'OBSERVATIONS WERE MADE TO THE MARSHALL FIELD, FORT RILEY,
 KF0680'WATER TANK AND IT MAY BE USED AS AN AZIMUTH.  ALSO STATION
 KF0680'ROBBINS 1889 IS VISIBLE FROM THE GROUND.  THE LARGE FLAT
 KF0680'STONE WITH THE WORD CHICO ON ITS FACE, WHICH WAS A REFERENCE
 KF0680'POINT FOR THE STATION COULD NOT BE FOUND.  THE PRESENT
 KF0680'LOCATION OF THE MAJOR OGDEN MONUMENT HAS BEEN MOVED AND IS
 KF0680'NOW NEAR THE FORT RILEY HISTORICAL MUSEUM BLDG.  THE SMALL
 KF0680'STONE WHICH MARKS THE ORIGINAL SITE OF THE MONUMENT
 KF0680'STILL EXISTS.
 KF0680'
 KF0680'THE DISTANCE TO REFERENCE MARK 1 AND 2 WERE FOUND TO BE THE
 KF0680'SAME AS STATED IN THE ORIGINAL DESCRIPTION OF 1935 AND IN THE
 KF0680'RECOVERY NOTE OF 1947.  THE DIRECTIONS TO THE REFERENCE MARKS
 KF0680'WERE CHECKED.
 KF0680'
 KF0680'THE TO-REACH THE STATION HAS CHANGED AND A NEW ONE FOLLOWS.
 KF0680'
 KF0680'TO REACH THE STATION AT THE ENTRANCE OF FORT RILEY AT THE SOUTH
 KF0680'EDGE OF OGDEN, GO SOUTHWEST ON STATE HIGHWAY 18 FOR 4.7 MILES
 KF0680'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST ON PAVED
 KF0680'ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 KF0680'ON GRAVELED ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT.  CONTINUE
 KF0680'STRAIGHT AHEAD FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 KF0680'AND FOLLOW GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE
 KF0680'LEFT.
 KF0680
 KF0680                          STATION RECOVERY (1965)
 KF0680
 KF0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0680'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS
 KF0680'DESCRIBED IN THE 1958 RECOVERY DESCRIPTION AND FOUND TO BE
 KF0680'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 KF0680'LOCATED.  THE STATION IS ABOUT 0.25 MILE SOUTHWEST OF THE FORT
 KF0680'RILEY RESERVATION WATER STORAGE TANK, A METAL WITNESS POST WAS
 KF0680'SET 2 FEET NORTH OF THE STATION MARK.
 KF0680
 KF0680                          STATION RECOVERY (1965)
 KF0680
 KF0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KF0680'AT FORT RILEY.
 KF0680'ABOUT 0.3 MILE NORTHWEST OF THE RESERVATION HEADQUARTERS, ON
 KF0680'THE FIRST BENCH ABOVE THE BUILDING AREA, 0.25 MILE SOUTHWEST
 KF0680'OF RESERVATION STORAGE TANK, ON A KNOLL AT THE ORIGINAL ODGEN
 KF0680'MONUMENT LOCATION, THE BASE OF THE MONUMENT REMAINS, 26.5 FEET
 KF0680'NORTH OF THE ROCK BASE OF THE OLD MONUMENT AND 2 FEET SOUTH OF
 KF0680'A METAL WITNESS POST.  A STANDARD TRIANGULATION STATION DISK,
 KF0680'IN THE TOP OF A CONCRETE MONUMENT PROJECTING 7-INCHES ABOVE
 KF0680'THE GROUND, STAMPED, OGDEN 1935.
 KF0680
 KF0680                          STATION RECOVERY (1966)
 KF0680
 KF0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF0680'STATION RECOVERED AND STATION AND REFERENCE MARKS FOUND IN GOOD
 KF0680'CONDITION.  A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE
 KF0680'STATION MARK.  THE AZIMUTH MARK WAS PROBABLY DESTROYED BY
 KF0680'CONSTRUCTION OF A FOUR-LANE HIGHWAY ON STATE HIGHWAY 18.  THERE
 KF0680'WAS NO SUITABLE PLACE TO SET A NEW AZIMUTH MARK BUT SEVERAL
 KF0680'OBJECTS ARE VISIBLE FROM THE GROUND AND THEY CAN BE USED
 KF0680'FOR AZIMUTHS.
 KF0680'
 KF0680'THE 1958 DESCRIPTION TO REACH THE STATION IS ADEQUATE FOR
 KF0680'RECOVERY.
 KF0680
 KF0680                          STATION RECOVERY (1970)
 KF0680
 KF0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0680'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 KF0680'DESCRIBED IN 1958.  THE REFERENCE MARKS WERE FOUND IN GOOD
 KF0680'CONDITION.  THE STATION MARK HAS BEEN CHIPPED AWAY ON THE
 KF0680'NORTHWEST SIDE BUT THERE WAS NO NOTICEABLE DISPLACEMENT OF THE
 KF0680'MARK NOTED.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE
 KF0680'IN ERROR BY 0.03 FOOT.  DUE TO ROUTE CHANGES IN THE AREA,
 KF0680'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KF0680'
 KF0680'STATION IS LOCATED ABOUT 4.0 MILES NORTH-NORTHEAST OF JUNCTION
 KF0680'CITY, ON A HIGH BLUFF ON THE FORT RILEY MILITARY RESERVATION
 KF0680'WHICH OVERLOOKS JUNCTION CITY TO THE SOUTHWEST AND THE
 KF0680'RESERVATION TO THE SOUTHEAST.  IT IS IN THE NORTHWEST 1/4
 KF0680'OF SECTION 29, T 11 S, R 6 E.
 KF0680'
 KF0680'TO REACH THE STATION FROM THE ENTRANCE TO FORT RILEY ON STATE
 KF0680'HIGHWAY 18, GO EAST ON STATE HIGHWAY 18 FOR 1.2 MILES TO A SIDE
 KF0680'ROAD ON THE LEFT AND SIGN CUSTER HILL.  TURN LEFT AND GO NORTH ON
 KF0680'A PAVED ROAD FOR 0.4 MILE TO A GRAVELED SIDE ROAD ON THE LEFT.
 KF0680'TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.2 MILE TO A
 KF0680'FORK.  TAKE THE LEFT FORK AND GO SOUTH ON A GRAVELED ROAD FOR
 KF0680'0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST ON A
 KF0680'GRAVELED ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 KF0680'
 KF0680'STATION MARK IS A STANDARD DISK, STAMPED OGDEN 1935, SET IN
 KF0680'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KF0680'PROJECTS 7.0 INCHES.  IT IS 64.0 FEET NORTHWEST OF A POWERLINE
 KF0680'POLE, 63.0 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD,
 KF0680'27.5 FEET NORTH-NORTHEAST OF THE HIGHEST POINT OF THE HILL AND
 KF0680'A 21-INCH SQUARE ROCK WHICH MARKS THE ORIGINAL SITE OF THE
 KF0680'MAJOR OGDEN MONUMENT AND 4.6 FEET SOUTH-SOUTHWEST OF A METAL
 KF0680'WITNESS POST.
 KF0680'
 KF0680'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OGDEN NO 1 1935,
 KF0680'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KF0680'PROJECTS ABOUT 6.0 INCHES.  IT IS 114.5 FEET NORTHEAST OF THE
 KF0680'WITNESS POST AND 72.0 FEET SOUTHEAST OF THE CENTER OF THE
 KF0680'GRAVELED ROAD.
 KF0680'
 KF0680'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OGDEN NO 2 1935,
 KF0680'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH
 KF0680'THE GROUND.  IT IS 110.5 FEET EAST OF THE WITNESS POST AND 57.0
 KF0680'FEET EAST-NORTHEAST OF A POWERLINE POLE.
 KF0680'
 KF0680'STATION CLARK WILL SERVE AS AN AZIMUTH MARK.
 KF0680'
 KF0680'THE DISTANCE TO THE REFERENCE MARKS WAS COMPUTED FROM SLOPE
 KF0680'DISTANCE MEASUREMENTS.
 KF0680'
 KF0680'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 FEET.
 KF0680'
 KF0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4 MILES
 KF0680'NORTH-NORTHEAST OF JUNCTION CITY.
 KF0680
 KF0680                          STATION RECOVERY (1986)
 KF0680
 KF0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0680'RECOVERED IN GOOD CONDITION.
 KF0680
 KF0680                          STATION RECOVERY (1987)
 KF0680
 KF0680'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 KF0680'THE STATION WAS RECOVERED AT THIS DATE.
 KF0680'STATION RECOVERED AS DESCRIBED.
 KF0680'
 KF0680'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 KF0680'
 KF0680'RECOVERED BY R. DECROIX.
 KF0680
 KF0680                          STATION RECOVERY (2002)
 KF0680
 KF0680'RECOVERY NOTE BY KAW VALLEY ENGINEERING 2002 (CR)
 KF0680'THE STATION IS LOCATED AT THE OUTDOOR CHAPEL ON THE FORT RILEY
 KF0680'MILITARY RESERVATION,
 KF0680'ATOP A HILL OVERLOOKING JUNCTION CITY.  OWNERSHIP--U.S. DEPARTMENT OF
 KF0680'DEFENSE.  TO REACH
 KF0680'THE STATION FROM THE INTERSECTION OF 18TH STREET AND WASHINGTON STREET
 KF0680'IN JUNCTION
 KF0680'CITY, GO EAST ON 18TH STREET (GRANT AVE) FOR 2.1 MILES TO U.S. DOD
 KF0680'CHECKPOINT GRANT.
 KF0680'CONTINUE ALONG GRANT AVE (HUEBNER) FOR 1.2 MILES TO 1ST DIVISION ROAD.
 KF0680'GO NORTH ON
 KF0680'1ST DIVISION ROAD FOR 0.4 MILE TO THE OUTDOOR CHAPEL ROAD.  GO
 KF0680'SOUTHWEST ON
 KF0680'OUTDOOR CHAPEL ROAD FOR  0.5 MILES TO STATION.   THE STATION PROJECTS
 KF0680'0.5 FT ABOVE
 KF0680'GROUND.  LOCATED 325.0 FEET NORTHEAST FROM THE LIMESTONE CROSS AT THE
 KF0680'OUTDOOR
 KF0680'CHAPEL, 50.0 FT SOUTH OF A GRAVEL ROAD AND 25.0 FEET NORTHEAST FROM A
 KF0680'MOUND WITH 2 ELM
 KF0680'TREES AND LIMESTONE MONUMENT.
 KF0680' 
 KF0680'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1086 ***********************************************************************
 KF1086  DESIGNATION -  OGDEN MUNICIPAL STANDPIPE
 KF1086  PID         -  KF1086
 KF1086  STATE/COUNTY-  KS/RILEY
 KF1086  USGS QUAD   -  OGDEN (1982)
 KF1086
 KF1086                         *CURRENT SURVEY CONTROL
 KF1086  ___________________________________________________________________
 KF1086* NAD 83(1997)-  39 06 57.21996(N)    096 42 52.23501(W)     ADJUSTED  
 KF1086* NAVD 88     -                                                        
 KF1086  ___________________________________________________________________
 KF1086  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 KF1086  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 KF1086
 KF1086  HORZ ORDER  -  THIRD
 KF1086
 KF1086.The horizontal coordinates were established by classical geodetic methods
 KF1086.and adjusted by the National Geodetic Survey in October 1998..
 KF1086
 KF1086
 KF1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1086
 KF1086.The geoid height was determined by GEOID03.
 KF1086
 KF1086;                    North         East     Units Scale Factor Converg.
 KF1086;SPC KS N     -    87,661.906   511,167.285   MT  0.99995961   +0 48 48.1
 KF1086;UTM  14      - 4,332,124.658   697,592.158   MT  1.00008076   +1 26 32.5
 KF1086
 KF1086                          SUPERSEDED SURVEY CONTROL
 KF1086
 KF1086  NAD 83(1986)-  39 06 57.22601(N)    096 42 52.23256(W) AD(       ) 4
 KF1086  NAD 27      -  39 06 57.24000(N)    096 42 51.23000(W) AD(       ) 3
 KF1086
 KF1086.Superseded values are not recommended for survey control.
 KF1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1086.See file dsdata.txt to determine how the superseded data were derived.
 KF1086
 KF1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9759232125(NAD 83)
 KF1086_MARKER: 52 = STANDPIPE TANK
 KF1086
 KF1086  HISTORY     - Date     Condition        Report By
 KF1086  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1086  HISTORY     - 1974     GOOD             NGS
 KF1086  HISTORY     - 1980     GOOD             NGS
 KF1086
 KF1086                          STATION DESCRIPTION
 KF1086
 KF1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1086'LOCATED NORTHWEST OF THE BUSINESS DISTRICT OF OGDEN, 500 FEET
 KF1086'WEST OF A GRAVEL ROAD, 0.2 MILE NORTH OF STATE HIGHWAY NO. 40
 KF1086'AND 0.8 MILE NORTH OF THE UNION PACIFIC RAILWAY SYSTEM TRACKS.
 KF1086'
 KF1086'THE STANDPIPE WAS CONSTRUCTED IN 1936 OF REINFORCED CONCRETE AND
 KF1086'IS APPROXIMATELY 75 FEET HIGH.
 KF1086'
 KF1086'THE POINT LOCATED WAS THE CENTER OF THE STANDPIPE.
 KF1086
 KF1086                          STATION RECOVERY (1974)
 KF1086
 KF1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JN)
 KF1086'STATION WAS RECOVERED AS DESCRIBED.
 KF1086'
 KF1086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN OGDEN.
 KF1086
 KF1086                          STATION RECOVERY (1980)
 KF1086
 KF1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JVD)
 KF1086'THE INTERSECTION STATION IS LOCATED IN THE WESTERN PART OF TOWN
 KF1086'WEST-SOUTHWEST OF NORTH PARK STREET AND SOUTH-SOUTHEAST OF SIXTEENTH
 KF1086'STREET.  THERE IS A NEW WATER TANK, SILVER IN COLOR, WITH OGDEN
 KF1086'PAINTED ON THE SIDE, ADJACENT TO THIS STATION.
 KF1086'
 KF1086'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OGDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0681 ***********************************************************************
 KF0681  DESIGNATION -  OGDEN RM 1
 KF0681  PID         -  KF0681
 KF0681  STATE/COUNTY-  KS/GEARY
 KF0681  USGS QUAD   -  JUNCTION CITY (1982)
 KF0681
 KF0681                         *CURRENT SURVEY CONTROL
 KF0681  ___________________________________________________________________
 KF0681* NAD 83(1986)-  39 04 00.     (N)    096 47 34.     (W)     SCALED    
 KF0681* NAVD 88     -       384.295  (meters)    1260.81   (feet)  ADJUSTED  
 KF0681  ___________________________________________________________________
 KF0681  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 KF0681  DYNAMIC HT  -         384.033 (meters)    1259.95  (feet)  COMP
 KF0681  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 KF0681
 KF0681  VERT ORDER  -  FIRST     CLASS II
 KF0681
 KF0681.The horizontal coordinates were scaled from a topographic map and have
 KF0681.an estimated accuracy of +/- 6 seconds.
 KF0681
 KF0681.The orthometric height was determined by differential leveling
 KF0681.and adjusted by the National Geodetic Survey in June 1991..
 KF0681
 KF0681.The geoid height was determined by GEOID03.
 KF0681
 KF0681.The dynamic height is computed by dividing the NAVD 88
 KF0681.geopotential number by the normal gravity value computed on the
 KF0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0681.degrees latitude (g = 980.6199 gals.).
 KF0681
 KF0681.The modeled gravity was interpolated from observed gravity values.
 KF0681
 KF0681;                    North         East    Units  Estimated Accuracy
 KF0681;SPC KS N     -    82,100.      504,470.      MT  (+/- 180 meters Scaled)
 KF0681
 KF0681                          SUPERSEDED SURVEY CONTROL
 KF0681
 KF0681  NGVD 29 (??/??/92)  384.166  (m)         1260.38   (f) ADJ UNCH    1 2
 KF0681
 KF0681.Superseded values are not recommended for survey control.
 KF0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0681.See file dsdata.txt to determine how the superseded data were derived.
 KF0681
 KF0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ909264(NAD 83)
 KF0681_MARKER: DR = REFERENCE MARK DISK
 KF0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0681_STAMPING: OGDEN NO 1 1935
 KF0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0681+STABILITY: SURFACE MOTION
 KF0681
 KF0681  HISTORY     - Date     Condition        Report By
 KF0681  HISTORY     - 1935     MONUMENTED       CGS
 KF0681  HISTORY     - 1965     GOOD             NGS
 KF0681  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0681
 KF0681                          STATION DESCRIPTION
 KF0681
 KF0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0681'AT FORT RILEY.
 KF0681'ABOUT 0.3 MILE NORTHWEST OF THE RESERVATION HEADQUARTERS, ON
 KF0681'THE FIRST BENCH ABOVE THE BUILDINGS, ABOUT 0.25 MILE SOUTHWEST
 KF0681'OF THE RESERVATION WATER STORAGE TANK, ON THE KNOLL AT THE
 KF0681'ORIGINAL OGDEN MONUMENT LOCATION, THE BASE OF THE MONUMENT
 KF0681'REMAINS, 118.17 FEET EAST OF THE STATION MARK, 67 FEET SOUTHEAST
 KF0681'OF A TRACK ROAD.  A STANDARD REFERENCE MARK DISK, STAMPED,
 KF0681'OGDEN NO 1 1935 IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 KF0681'6 INCHES ABOVE THE GROUND.
 KF0681
 KF0681                          STATION RECOVERY (1986)
 KF0681
 KF0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0681'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0682 ***********************************************************************
 KF0682  DESIGNATION -  OGDEN RM 2
 KF0682  PID         -  KF0682
 KF0682  STATE/COUNTY-  KS/GEARY
 KF0682  USGS QUAD   -  JUNCTION CITY (1982)
 KF0682
 KF0682                         *CURRENT SURVEY CONTROL
 KF0682  ___________________________________________________________________
 KF0682* NAD 83(1986)-  39 04 00.     (N)    096 47 34.     (W)     SCALED    
 KF0682* NAVD 88     -       383.047  (meters)    1256.71   (feet)  ADJUSTED  
 KF0682  ___________________________________________________________________
 KF0682  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 KF0682  DYNAMIC HT  -         382.786 (meters)    1255.86  (feet)  COMP
 KF0682  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 KF0682
 KF0682  VERT ORDER  -  FIRST     CLASS II
 KF0682
 KF0682.The horizontal coordinates were scaled from a topographic map and have
 KF0682.an estimated accuracy of +/- 6 seconds.
 KF0682
 KF0682.The orthometric height was determined by differential leveling
 KF0682.and adjusted by the National Geodetic Survey in June 1991..
 KF0682
 KF0682.The geoid height was determined by GEOID03.
 KF0682
 KF0682.The dynamic height is computed by dividing the NAVD 88
 KF0682.geopotential number by the normal gravity value computed on the
 KF0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0682.degrees latitude (g = 980.6199 gals.).
 KF0682
 KF0682.The modeled gravity was interpolated from observed gravity values.
 KF0682
 KF0682;                    North         East    Units  Estimated Accuracy
 KF0682;SPC KS N     -    82,100.      504,470.      MT  (+/- 180 meters Scaled)
 KF0682
 KF0682                          SUPERSEDED SURVEY CONTROL
 KF0682
 KF0682  NGVD 29 (??/??/92)  382.918  (m)         1256.29   (f) ADJ UNCH    1 2
 KF0682
 KF0682.Superseded values are not recommended for survey control.
 KF0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0682.See file dsdata.txt to determine how the superseded data were derived.
 KF0682
 KF0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ909264(NAD 83)
 KF0682_MARKER: DR = REFERENCE MARK DISK
 KF0682_SETTING: 66 = SET IN ROCK OUTCROP
 KF0682_SP_SET: ROCK OUTCROP
 KF0682_STAMPING: OGDEN NO 2 1935
 KF0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0682+STABILITY: POSITION/ELEVATION WELL
 KF0682
 KF0682  HISTORY     - Date     Condition        Report By
 KF0682  HISTORY     - 1935     MONUMENTED       CGS
 KF0682  HISTORY     - 1965     GOOD             NGS
 KF0682  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0682
 KF0682                          STATION DESCRIPTION
 KF0682
 KF0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0682'AT FORT RILEY.
 KF0682'ABOUT 0.3 MILE NORTHWEST OF THE RESERVATION HEADQUARTERS, ON
 KF0682'THE FIRST BENCH ABOVE THE BUILDINGS, ABOUT 0.25 MILE SOUTHWEST
 KF0682'OF THE RESERVATION WATER STORAGE TANK, NEAR THE KNOLL AT THE
 KF0682'ORIGINAL OGDEN MONUMENT LOCATION, THE BASE OF THE MONUMENT
 KF0682'REMAINS., 165 FEET EASTERLY OF THE TRACK ROAD AND IN THE TOP
 KF0682'OF A ROCK OUTCROP FLUSH WITH THE GROUND.  A STANDARD REFERENCE
 KF0682'MARK DISK, STAMPED, ODGEN NO 2 1935.
 KF0682
 KF0682                          STATION RECOVERY (1986)
 KF0682
 KF0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0682'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1116 ***********************************************************************
 JF1116  DESIGNATION -  OHIO
 JF1116  PID         -  JF1116
 JF1116  STATE/COUNTY-  KS/SALINE
 JF1116  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1116
 JF1116                         *CURRENT SURVEY CONTROL
 JF1116  ___________________________________________________________________
 JF1116* NAD 83(1997)-  38 52 53.71100(N)    097 35 37.15508(W)     ADJUSTED  
 JF1116* NAVD 88     -       377.959  (meters)    1240.02   (feet)  ADJUSTED  
 JF1116  ___________________________________________________________________
 JF1116  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JF1116  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1116  DYNAMIC HT  -         377.708 (meters)    1239.20  (feet)  COMP
 JF1116  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 JF1116
 JF1116  HORZ ORDER  -  SECOND
 JF1116  VERT ORDER  -  FIRST     CLASS II
 JF1116
 JF1116.The horizontal coordinates were established by classical geodetic methods
 JF1116.and adjusted by the National Geodetic Survey in October 1998..
 JF1116
 JF1116.The orthometric height was determined by differential leveling
 JF1116.and adjusted by the National Geodetic Survey in June 1991..
 JF1116.WARNING-Repeat measurements at this control monument indicate possible
 JF1116.vertical movement.
 JF1116
 JF1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1116
 JF1116.The geoid height was determined by GEOID03.
 JF1116
 JF1116.The dynamic height is computed by dividing the NAVD 88
 JF1116.geopotential number by the normal gravity value computed on the
 JF1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1116.degrees latitude (g = 980.6199 gals.).
 JF1116
 JF1116.The modeled gravity was interpolated from observed gravity values.
 JF1116
 JF1116;                    North         East     Units Scale Factor Converg.
 JF1116;SPC KS N     -    60,940.995   435,257.960   MT  0.99997748   +0 15 25.6
 JF1116;UTM  14      - 4,304,576.062   621,983.294   MT  0.99978323   +0 52 58.4
 JF1116
 JF1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1116!SPC KS N     -   0.99994506  x   0.99997748  =   0.99992254
 JF1116!UTM  14      -   0.99994506  x   0.99978323  =   0.99972830
 JF1116
 JF1116:                Primary Azimuth Mark                     Grid Az
 JF1116:SPC KS N     -  NEW CAMBRIA UP RR COMM TWR               064 19 00.4
 JF1116:UTM  14      -  NEW CAMBRIA UP RR COMM TWR               063 41 27.6
 JF1116
 JF1116|---------------------------------------------------------------------|
 JF1116| PID    Reference Object                     Distance      Geod. Az  |
 JF1116|                                                           dddmmss.s |
 JF1116| JF1587 NEW CAMBRIA UP RR COMM TWR          APPROX. 7.1 KM 0643426.0 |
 JF1116| JF1598 SALINA NORTH MUN TANK               APPROX. 3.8 KM 1993023.9 |
 JF1116| JF1114 OHIO RM 1                            15.133 METERS 22855     |
 JF1116| JF1115 OHIO RM 2                            12.340 METERS 29321     |
 JF1116| JF1590 SALINA HIGHWAY PATROL MAST          APPROX. 9.9 KM 3510510.5 |
 JF1116|---------------------------------------------------------------------|
 JF1116
 JF1116                          SUPERSEDED SURVEY CONTROL
 JF1116
 JF1116  NAD 83(1986)-  38 52 53.72182(N)    097 35 37.15586(W) AD(       ) 2
 JF1116  NAD 27      -  38 52 53.71473(N)    097 35 36.03248(W) AD(       ) 2
 JF1116  NGVD 29 (??/??/92)  377.969  (m)         1240.05   (f) ADJ UNCH    1 2
 JF1116
 JF1116.Superseded values are not recommended for survey control.
 JF1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1116.See file dsdata.txt to determine how the superseded data were derived.
 JF1116
 JF1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2198304576(NAD 83)
 JF1116_MARKER: DE = TRAVERSE STATION DISK
 JF1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1116_SP_SET: CONCRETE POST
 JF1116_STAMPING: OHIO 1970
 JF1116_MARK LOGO: CGS   
 JF1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1116+STABILITY: SURFACE MOTION
 JF1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1116+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2001
 JF1116
 JF1116  HISTORY     - Date     Condition        Report By
 JF1116  HISTORY     - 1970     MONUMENTED       NGS
 JF1116  HISTORY     - 1970     GOOD             NGS
 JF1116  HISTORY     - 1986     GOOD             NGS
 JF1116  HISTORY     - 20010925 GOOD             KSDT
 JF1116
 JF1116                          STATION DESCRIPTION
 JF1116
 JF1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1116'THE STATION IS LOCATED ABOUT 17-1/2 MILES SOUTH-SOUTHEAST OF
 JF1116'MINNEAPOLIS, 10-1/2 MILES SOUTH OF BENNINGTON, ON THE NORTHEAST
 JF1116'EDGE OF SALINA, SOUTH OF A CONCRETE BRIDGE ON OHIO STREET OVER
 JF1116'INTERSTATE HIGHWAY 70.  IT IS IN THE NORTHWEST 1/4 SECTION 31,
 JF1116'T 13 S, R 2 W, ON STATE HIGHWAY PROPERTY.
 JF1116'
 JF1116'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY
 JF1116'70 AND U.S. HIGHWAY 81 BYPASS IN THE NORTH EDGE OF SALINA,
 JF1116'GO EASTERLY ON INTERSTATE HIGHWAY 70 FOR 0.9 MILE TO EXIT ONTO
 JF1116'OHIO STREET.  TAKE THE OHIO STREET EXIT AND GO 0.1 MILE TO OHIO
 JF1116'STREET, TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE STATION
 JF1116'ON THE RIGHT, JUST SOUTH OF A CONCRETE BRIDGE.
 JF1116'
 JF1116'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED OHIO 1970.
 JF1116'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF1116'CONCRETE MONUMENT, WHICH PROJECTS 2-INCHES ABOVE THE GROUND
 JF1116'SURFACE.  IT IS 22.0 FEET EAST OF THE CENTER LINE OF OHIO
 JF1116'STREET, 8.2 FEET SOUTH OF THE SOUTH EAST CORNER OF BRIDGE, 5.8
 JF1116'FEET EAST OF A METAL GUARD RAIL.  THE UNDERGROUND DISK IS SET IN
 JF1116'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42-INCHES BELOW THE
 JF1116'GROUND SURFACE.
 JF1116'
 JF1116'REFERENCE MARK 1, A STANDARD DISK STAMPED OHIO NO 1 1970,
 JF1116'CEMENTED IN A DRILL HOLE IN A DRAIN, WHICH IS FLUSH WITH THE
 JF1116'GROUND SURFACE.  IT IS 21.1 FEET SOUTH-SOUTHWEST OF THE
 JF1116'SOUTHWEST CORNER OF CONCRETE BRIDGE, 15.2 FEET WEST OF THE CENTER
 JF1116'LINE OF OHIO STREET, 2.9 FEET EAST OF A METAL GUARD RAIL, AND
 JF1116'ABOUT 1 FOOT HIGHER THAN THE STATION.
 JF1116'
 JF1116'REFERENCE MARK 2, A STANDARD DISK STAMPED OHIO NO 2 1970,
 JF1116'CEMENTED IN A DRILL HOLE SET IN THE SOUTHWEST CORNER OF A
 JF1116'CONCRETE BRIDGE.  IT IS 15.2 FEET WEST OF THE CENTER LINE OF
 JF1116'OHIO STREET, 8.8 FEET NORTH OF THE SOUTHWEST CORNER OF CONCRETE
 JF1116'BRIDGE, 1 FOOT EAST OF THE WEST RAIL OF CONCRETE BRIDGE, AND
 JF1116'ABOUT 2 FEET HIGHER THAN STATION.
 JF1116'
 JF1116'STATION POST MAY BE USED FOR AN AZIMUTH MARK.
 JF1116'
 JF1116'HEIGHT OF LIGHT ABOVE STATION MARK 14.5 METERS.
 JF1116
 JF1116                          STATION RECOVERY (1970)
 JF1116
 JF1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF1116'AT SALINA.
 JF1116'AT SALINA, ABOUT 1.1 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM
 JF1116'I-70 OVERPASS OVER U.S. HIGHWAY 81, AT THE SOUTH END OF NORTH
 JF1116'OHIO STREET OVERPASS OVER I-70, 22 FEET EAST OF THE CENTER LINE
 JF1116'OF OHIO STREET, 8.5 FEET SOUTH OF THE SOUTHEAST END OF THE WING
 JF1116'WALL AT THE SOUTHEAST CORNER OF THE OVERPASS, 6 FEET EAST OF THE
 JF1116'EAST GUARDRAIL, ABOUT 1 FOOT BELOW THE LEVEL OF THE STREET AND
 JF1116'SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.  SECTION 31,
 JF1116'T 13 S, R 2 W.
 JF1116
 JF1116                          STATION RECOVERY (1986)
 JF1116
 JF1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1116'RECOVERED IN GOOD CONDITION.
 JF1116
 JF1116                          STATION RECOVERY (2001)
 JF1116
 JF1116'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2001 (LDM)
 JF1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1114 ***********************************************************************
 JF1114  DESIGNATION -  OHIO RM 1
 JF1114  PID         -  JF1114
 JF1114  STATE/COUNTY-  KS/SALINE
 JF1114  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1114
 JF1114                         *CURRENT SURVEY CONTROL
 JF1114  ___________________________________________________________________
 JF1114* NAD 83(1986)-  38 52 53.     (N)    097 35 37.     (W)     SCALED    
 JF1114* NAVD 88     -       377.998  (meters)    1240.15   (feet)  ADJUSTED  
 JF1114  ___________________________________________________________________
 JF1114  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1114  DYNAMIC HT  -         377.747 (meters)    1239.32  (feet)  COMP
 JF1114  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 JF1114
 JF1114  VERT ORDER  -  SECOND    CLASS 0
 JF1114
 JF1114.The horizontal coordinates were scaled from a topographic map and have
 JF1114.an estimated accuracy of +/- 6 seconds.
 JF1114
 JF1114.The orthometric height was determined by differential leveling
 JF1114.and adjusted by the National Geodetic Survey in June 1991..
 JF1114
 JF1114.The geoid height was determined by GEOID03.
 JF1114
 JF1114.The dynamic height is computed by dividing the NAVD 88
 JF1114.geopotential number by the normal gravity value computed on the
 JF1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1114.degrees latitude (g = 980.6199 gals.).
 JF1114
 JF1114.The modeled gravity was interpolated from observed gravity values.
 JF1114
 JF1114;                    North         East    Units  Estimated Accuracy
 JF1114;SPC KS N     -    60,920.      435,260.      MT  (+/- 180 meters Scaled)
 JF1114
 JF1114                          SUPERSEDED SURVEY CONTROL
 JF1114
 JF1114  NGVD 29 (??/??/92)  377.902  (m)         1239.83   (f) ADJ UNCH    2 0
 JF1114
 JF1114.Superseded values are not recommended for survey control.
 JF1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1114.See file dsdata.txt to determine how the superseded data were derived.
 JF1114
 JF1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ219045(NAD 83)
 JF1114_MARKER: DR = REFERENCE MARK DISK
 JF1114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1114_SP_SET: CATCH BASIN
 JF1114_STAMPING: OHIO NO 1 1970
 JF1114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1114
 JF1114  HISTORY     - Date     Condition        Report By
 JF1114  HISTORY     - 1970     MONUMENTED       NGS
 JF1114
 JF1114                          STATION DESCRIPTION
 JF1114
 JF1114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1114'AT SALINA.
 JF1114'AT SALINA, ABOUT 1.1 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM
 JF1114'I-70 OVERPASS OVER U.S. HIGHWAY 81, AT THE SOUTH END OF NORTH
 JF1114'OHIO STREET OVERPASS OVER I-70, 49.5 FEET SOUTHWEST OF AND ACROSS
 JF1114'NORTH OHIO STREET FROM TRAVERSE STATION OHIO DESCRIBED, 48.8
 JF1114'FEET SOUTH OF OHIO RM 2, 15.5 FEET WEST OF THE CENTER LINE OF THE
 JF1114'STREET, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF THE
 JF1114'NORTHWEST CORNER OF A 3-FOOT-SQUARE CONCRETE CATCH BASIN.
 JF1114'SECTION 36, T 13 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1115 ***********************************************************************
 JF1115  DESIGNATION -  OHIO RM 2
 JF1115  PID         -  JF1115
 JF1115  STATE/COUNTY-  KS/SALINE
 JF1115  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1115
 JF1115                         *CURRENT SURVEY CONTROL
 JF1115  ___________________________________________________________________
 JF1115* NAD 83(1986)-  38 52 53.     (N)    097 35 37.     (W)     SCALED    
 JF1115* NAVD 88     -       378.548  (meters)    1241.95   (feet)  ADJUSTED  
 JF1115  ___________________________________________________________________
 JF1115  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1115  DYNAMIC HT  -         378.296 (meters)    1241.13  (feet)  COMP
 JF1115  MODELED GRAV-     979,952.0   (mgal)                       NAVD 88
 JF1115
 JF1115  VERT ORDER  -  SECOND    CLASS 0
 JF1115
 JF1115.The horizontal coordinates were scaled from a topographic map and have
 JF1115.an estimated accuracy of +/- 6 seconds.
 JF1115
 JF1115.The orthometric height was determined by differential leveling
 JF1115.and adjusted by the National Geodetic Survey in June 1991..
 JF1115
 JF1115.The geoid height was determined by GEOID03.
 JF1115
 JF1115.The dynamic height is computed by dividing the NAVD 88
 JF1115.geopotential number by the normal gravity value computed on the
 JF1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1115.degrees latitude (g = 980.6199 gals.).
 JF1115
 JF1115.The modeled gravity was interpolated from observed gravity values.
 JF1115
 JF1115;                    North         East    Units  Estimated Accuracy
 JF1115;SPC KS N     -    60,920.      435,260.      MT  (+/- 180 meters Scaled)
 JF1115
 JF1115                          SUPERSEDED SURVEY CONTROL
 JF1115
 JF1115  NGVD 29 (??/??/92)  378.452  (m)         1241.64   (f) ADJ UNCH    2 0
 JF1115
 JF1115.Superseded values are not recommended for survey control.
 JF1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1115.See file dsdata.txt to determine how the superseded data were derived.
 JF1115
 JF1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ219045(NAD 83)
 JF1115_MARKER: DR = REFERENCE MARK DISK
 JF1115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1115_SP_SET: GUARDRAIL BASE
 JF1115_STAMPING: OHIO NO 2 1970
 JF1115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF1115
 JF1115  HISTORY     - Date     Condition        Report By
 JF1115  HISTORY     - 1970     MONUMENTED       NGS
 JF1115
 JF1115                          STATION DESCRIPTION
 JF1115
 JF1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1115'AT SALINA.
 JF1115'AT SALINA, ABOUT 1.1 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM
 JF1115'I-70 OVERPASS OVER U.S. HIGHWAY 81, AT THE SOUTH END OF NORTH
 JF1115'OHIO STREET OVERPASS OVER I-70, 40.5 FEET NORTHWEST OF AND ACROSS
 JF1115'NORTH OHIO STREET FROM TRAVERSE STATION OHIO DESCRIBED, 15.3
 JF1115'FEET WEST OF THE CENTER LINE OF THE STREET, SET IN THE TOP OF THE
 JF1115'SOUTH END OF THE WEST CONCRETE GUARDRAIL BASE FOR THE NORTH
 JF1115'OHIO STREET OVERPASS OVER I-70, AND ABOUT 1 1/2 FEET ABOVE THE
 JF1115'LEVEL OF THE STREET.  SECTION 36, T 13 S, R 3 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0981 ***********************************************************************
 KF0981  DESIGNATION -  OIKEL
 KF0981  PID         -  KF0981
 KF0981  STATE/COUNTY-  KS/MARSHALL
 KF0981  USGS QUAD   -  VERMILLION (1983)
 KF0981
 KF0981                         *CURRENT SURVEY CONTROL
 KF0981  ___________________________________________________________________
 KF0981* NAD 83(1997)-  39 44 26.68111(N)    096 21 05.39058(W)     ADJUSTED  
 KF0981* NAVD 88     -       394.     (meters)    1293.     (feet)  SCALED    
 KF0981  ___________________________________________________________________
 KF0981  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 KF0981  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 KF0981
 KF0981  HORZ ORDER  -  SECOND
 KF0981
 KF0981.The horizontal coordinates were established by classical geodetic methods
 KF0981.and adjusted by the National Geodetic Survey in October 1998..
 KF0981
 KF0981.The orthometric height was scaled from a topographic map.
 KF0981
 KF0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0981
 KF0981.The geoid height was determined by GEOID03.
 KF0981
 KF0981;                    North         East     Units Scale Factor Converg.
 KF0981;SPC KS N     -   157,529.826   541,294.184   MT  0.99999337   +1 02 34.9
 KF0981;UTM  14      - 4,402,337.734   726,942.965   MT  1.00023412   +1 41 38.2
 KF0981
 KF0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0981!SPC KS N     -   0.99994276  x   0.99999337  =   0.99993613
 KF0981!UTM  14      -   0.99994276  x   1.00023412  =   1.00017687
 KF0981
 KF0981:                Primary Azimuth Mark                     Grid Az
 KF0981:SPC KS N     -  SALEM LUTHERAN CHURCH BELFRY             011 00 10.0
 KF0981:UTM  14      -  SALEM LUTHERAN CHURCH BELFRY             010 21 06.7
 KF0981
 KF0981|---------------------------------------------------------------------|
 KF0981| PID    Reference Object                     Distance      Geod. Az  |
 KF0981|                                                           dddmmss.s |
 KF0981| KF0999 SALEM LUTHERAN CHURCH BELFRY        APPROX. 6.6 KM 0120244.9 |
 KF0981| KF0995 SWEDISH EVAN ZION MISSION CH        APPROX. 7.3 KM 0252848.4 |
 KF0981| KF0998 AXTELL MUNICIPAL TANK               APPROX.16.6 KM 0283530.7 |
 KF0981| KF0996 AXTELL ST MICHAELS CATH CH          APPROX.17.0 KM 0284112.9 |
 KF0981| CL8019 OIKEL RM 1                           14.012 METERS 09805     |
 KF0981| KF0982 VERMILLION MUNICIPAL TANK           APPROX. 7.8 KM 1070229.8 |
 KF0981| CL8018 OIKEL AZ MK                                        1782703.2 |
 KF0981| CL8020 OIKEL RM 2                           24.613 METERS 20814     |
 KF0981| KF0988 FRANKFORT ANNUNCIATION CHURCH       APPROX. 6.7 KM 2341548.7 |
 KF0981| KF0989 FRANKFORT MUNICIPAL TANK            APPROX. 6.7 KM 2384848.4 |
 KF0981|---------------------------------------------------------------------|
 KF0981
 KF0981                          SUPERSEDED SURVEY CONTROL
 KF0981
 KF0981  NAD 83(1997)-  39 44 26.68325(N)    096 21 05.38994(W) AD(       ) 2
 KF0981  NAD 83(1986)-  39 44 26.68723(N)    096 21 05.38704(W) AD(       ) 2
 KF0981  NAD 27      -  39 44 26.69100(N)    096 21 04.35000(W) AD(       ) 2
 KF0981
 KF0981.Superseded values are not recommended for survey control.
 KF0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0981.See file dsdata.txt to determine how the superseded data were derived.
 KF0981
 KF0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK2694302338(NAD 83)
 KF0981_MARKER: DS = TRIANGULATION STATION DISK
 KF0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0981
 KF0981  HISTORY     - Date     Condition        Report By
 KF0981  HISTORY     - 1947     MONUMENTED       CGS
 KF0981  HISTORY     - 1965     GOOD             CGS
 KF0981
 KF0981                          STATION DESCRIPTION
 KF0981
 KF0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF0981'THE STATION IS ABOUT 4 MILES NORTHEAST OF FRANKFORT IN THE
 KF0981'SOUTHEAST CORNER OF A SCHOOL YARD, 77 FEET NORTHWEST OF THE
 KF0981'INTERSECTION OF A DIRT ROAD AND A GRAVELED ROAD, 53 FEET
 KF0981'SOUTHEAST OF THE ENTRANCE TO THE SCHOOL HOUSE AND 28 FEET WEST OF
 KF0981'THE CENTER OF A DIRT ROAD.  IT IS STAMPED OIKEL 1947 AND IS SET
 KF0981'FLUSH.
 KF0981'
 KF0981'REFERENCE MARK NO. 1 IS 70 FEET NORTH-NORTHEAST OF THE INTERSECTION
 KF0981'OF A DIRT ROAD AND A GRAVELED ROAD, 17 FEET EAST OF THE CENTER OF
 KF0981'A DIRT ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE.  IT IS
 KF0981'STAMPED OIKEL NO 1 1947 AND PROJECTS 4 INCHES.
 KF0981'
 KF0981'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF THE SCHOOL YARD, 66
 KF0981'FEET WEST OF THE INTERSECTION OF A DIRT ROAD AND A GRAVELED
 KF0981'ROAD, 45 FEET WEST OF A FENCE CORNER AND 1 FOOT NORTH OF AN
 KF0981'EAST-WEST FENCE.  IT IS STAMPED OIKEL NO 2 1947 AND PROJECTS 3
 KF0981'INCHES.
 KF0981'
 KF0981'AZIMUTH MARK IS 49 PACES EAST OF A T ROAD, 50 FEET SOUTH OF THE
 KF0981'CENTER OF STATE HIGHWAY 9, 2 FEET WEST OF A 4 X 4 INCH WITNESS
 KF0981'POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  IT IS STAMPED
 KF0981'OIKEL 1947 AND PROJECTS 6 INCHES.
 KF0981'
 KF0981'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND
 KF0981'STATE HIGHWAY 99 WHICH IS 1.5 MILES NORTH OF FRANKFORT, GO EAST
 KF0981'ON STATE HIGHWAY 9 FOR 3.4 MILES TO A T ROAD NORTH AND THE AZIMUTH
 KF0981'MARK ON THE RIGHT AS DESCRIBED, TURN LEFT, NORTH, AND GO 1.0
 KF0981'MILE TO A SCHOOL AND STATION ON THE LEFT.
 KF0981'
 KF0981'A 87 FOOT SIGNAL AT BROOKS IS VISIBLE AT 15 FEET.
 KF0981'
 KF0981'A 87 FOOT SIGNAL AT COLLEGE HILL IS VISIBLE AT 50 FEET.
 KF0981'
 KF0981'A 74 FOOT SIGNAL AT BAILEYVILLE IS VISIBLE AT 15 FEET.
 KF0981'
 KF0981'A 74 FOOT SIGNAL AT HAROLD IS VISIBLE AT 4 FEET.
 KF0981'
 KF0981'A 74 FOOT SIGNAL AT WYOMING IS VISIBLE AT 15 FEET.
 KF0981'
 KF0981'A 74 FOOT SIGNAL AT BIGELOW IS VISIBLE AT 4 FEET.
 KF0981'
 KF0981'A 74 FOOT SIGNAL AT MANEVAL IS VISIBLE AT 15 FEET.
 KF0981'
 KF0981'A 74 FOOT SIGNAL AT WINIFRED IS VISIBLE AT 37 FEET.
 KF0981'
 KF0981'A 74 FOOT SIGNAL AT HOME IS VISIBLE AT 15 FEET.
 KF0981'
 KF0981'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 KF0981
 KF0981                          STATION RECOVERY (1965)
 KF0981
 KF0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0981'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 KF0981'CONDITION, THE SCHOOL YARD IS NEAR A RESIDENCE AREA AND THE BUILDING
 KF0981'HAS BEEN REMOVED.
 KF0981'
 KF0981'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED AND FOUND TO BE
 KF0981'IN GOOD CONDITION, A METAL WITNESS POST AND SIGN WAS SET 1 FOOT
 KF0981'NORTH OF REFERENCE MARK NO. 1.
 KF0981'
 KF0981'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION, IT IS 1 MILE SOUTH
 KF0981'OF THE STATION, 128 FEET EAST OF A T-FENCE CORNER, 49 FEET SOUTH OF
 KF0981'CENTERLINE OF STATE HIGHWAY 9, 1 FOOT NORTH OF A FENCE AND 1 FOOT
 KF0981'WEST OF A METAL WITNESS POST AND SIGN.
 KF0981'
 KF0981'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0680 ***********************************************************************
 JH0680  DESIGNATION -  OIL
 JH0680  PID         -  JH0680
 JH0680  STATE/COUNTY-  KS/NESS
 JH0680  USGS QUAD   -  BEELER (1965)
 JH0680
 JH0680                         *CURRENT SURVEY CONTROL
 JH0680  ___________________________________________________________________
 JH0680* NAD 83(1997)-  38 28 46.89155(N)    100 08 18.85997(W)     ADJUSTED  
 JH0680* NAVD 88     -       791.     (meters)    2595.     (feet)  SCALED    
 JH0680  ___________________________________________________________________
 JH0680  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JH0680  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 JH0680
 JH0680  HORZ ORDER  -  SECOND
 JH0680
 JH0680.The horizontal coordinates were established by classical geodetic methods
 JH0680.and adjusted by the National Geodetic Survey in October 1998..
 JH0680
 JH0680.The orthometric height was scaled from a topographic map.
 JH0680
 JH0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0680
 JH0680.The geoid height was determined by GEOID03.
 JH0680
 JH0680;                    North         East     Units Scale Factor Converg.
 JH0680;SPC KS S     -   602,480.236   257,032.343   MT  0.99998396   -1 00 25.0
 JH0680;UTM  14      - 4,259,654.066   400,689.564   MT  0.99972146   -0 42 30.7
 JH0680
 JH0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0680!SPC KS S     -   0.99987989  x   0.99998396  =   0.99986385
 JH0680!UTM  14      -   0.99987989  x   0.99972146  =   0.99960138
 JH0680
 JH0680|---------------------------------------------------------------------|
 JH0680| PID    Reference Object                     Distance      Geod. Az  |
 JH0680|                                                           dddmmss.s |
 JH0680| CK9553 OIL RM 1                             14.286 METERS 09245     |
 JH0680| JH0676 LAIRD BONDURANT GRAIN CO ELEV       APPROX. 8.1 KM 1160027.0 |
 JH0680| JH0681 BEELER CO OP GRAIN ELEVATOR         APPROX. 6.4 KM 2305710.1 |
 JH0680| JH0696 ALAMOTA CO OP ELEVATOR              APPROX.14.9 KM 2613515.8 |
 JH0680| CK9554 OIL RM 2                             13.509 METERS 26708     |
 JH0680| CK9552 OIL AZ MK                                          2693455.5 |
 JH0680|---------------------------------------------------------------------|
 JH0680
 JH0680                          SUPERSEDED SURVEY CONTROL
 JH0680
 JH0680  NAD 83(1986)-  38 28 46.89812(N)    100 08 18.85991(W) AD(       ) 2
 JH0680  NAD 27      -  38 28 46.84040(N)    100 08 17.38607(W) AD(       ) 2
 JH0680
 JH0680.Superseded values are not recommended for survey control.
 JH0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0680.See file dsdata.txt to determine how the superseded data were derived.
 JH0680
 JH0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH0069059654(NAD 83)
 JH0680_MARKER: DS = TRIANGULATION STATION DISK
 JH0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0680
 JH0680  HISTORY     - Date     Condition        Report By
 JH0680  HISTORY     - 1964     MONUMENTED       CGS
 JH0680
 JH0680                          STATION DESCRIPTION
 JH0680
 JH0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JH0680'THE STATION IS 11 MILES EAST OF ALAMOTA, 4 MILES NORTHEAST OF BEELER,
 JH0680'IN THE SOUTH EDGE OF SECTION 13, T 18 S, R 26 W, AT THE CREST OF A
 JH0680'LOW HILL IN OPEN PASTURE LAND ON PROPERTY OWNED BY MR. ROBERT
 JH0680'SHINER.
 JH0680'
 JH0680'TO REACH THE STATION FROM THE POST OFFICE IN BEELER, GO NORTH ON A
 JH0680'GRAVELED ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST
 JH0680'ON A GRAVELED ROAD FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO
 JH0680'NORTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE JUNCTION OF STATE
 JH0680'HIGHWAY 96.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 96 FOR 3.85
 JH0680'MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRADED ROAD
 JH0680'FOR 1.95 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A
 JH0680'GRADED ROAD FOR 1.0 MILE TO A WIRE GATE ON THE RIGHT AND THE
 JH0680'STATION IN THE PASTURE.
 JH0680'
 JH0680'THE STATION MARKS ARE STANDARD DISKS STAMPED OIL 1964.  THE SURFACE
 JH0680'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 JH0680'PROJECTS 1 INCH.  IT IS 37 FEET NORTH OF THE CENTER OF A GRADED
 JH0680'ROAD, 13 FEET WEST OF THE CENTER OF A TRACK ROAD, 5 FEET NORTHEAST
 JH0680'OF A METAL WITNESS POST AND 3 FEET NORTH OF AN EAST-WEST FENCE.
 JH0680'THE UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 41 INCHES
 JH0680'BELOW THE SURFACE OF THE GROUND.
 JH0680'
 JH0680'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED OIL NO. 1 1964, IS SET
 JH0680'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 JH0680'INCHES.  IT IS 34 FEET NORTH OF THE CENTER OF THE GRADED ROAD, 34
 JH0680'FEET EAST OF THE CENTER OF THE TRACK ROAD AND 1 FOOT NORTH OF THE
 JH0680'EAST-WEST FENCE.
 JH0680'
 JH0680'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED OIL NO. 2 1964, IS SET
 JH0680'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 JH0680'INCHES.  IT IS 39.9 FEET WEST OF THE METAL WITNESS POST, 34 FEET
 JH0680'NORTH OF THE CENTER OF THE GRADED ROAD AND 1 FOOT NORTH OF THE
 JH0680'EAST-WEST FENCE.
 JH0680'
 JH0680'THE AZIMUTH MARK, A STANDARD DISK STAMPED OIL 1964, IS SET IN THE
 JH0680'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 JH0680'IS 32 FEET NORTH OF THE CENTER OF THE GRADED ROAD, 21 FEET WEST OF
 JH0680'THE CENTER OF A TRACK ROAD, 4 FEET NORTHEAST OF A FENCE CORNER AND
 JH0680'2.65 FEET SOUTH OF A METAL WITNESS POST.
 JH0680'
 JH0680'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRADED
 JH0680'ROAD FOR 0.5 MILE TO A TRACK ROAD RIGHT AND THE MARK ON THE RIGHT
 JH0680'AT A FENCE CORNER.
 JH0680'
 JH0680'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE
 JH0680'MARKS.
 JH0680'
 JH0680'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0893 ***********************************************************************
 HG0893  DESIGNATION -  OIL DERRICK NE OF HAVILAND
 HG0893  PID         -  HG0893
 HG0893  STATE/COUNTY-  KS/KIOWA
 HG0893  USGS QUAD   -  HAVILAND NE (1984)
 HG0893
 HG0893                         *CURRENT SURVEY CONTROL
 HG0893  ___________________________________________________________________
 HG0893* NAD 83(1997)-  37 42 06.28979(N)    099 03 31.87744(W)     ADJUSTED  
 HG0893* NAVD 88     -                                                        
 HG0893  ___________________________________________________________________
 HG0893  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 HG0893  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 HG0893
 HG0893  HORZ ORDER  -  THIRD
 HG0893
 HG0893.The horizontal coordinates were established by classical geodetic methods
 HG0893.and adjusted by the National Geodetic Survey in October 1998..
 HG0893
 HG0893
 HG0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0893
 HG0893.The geoid height was determined by GEOID03.
 HG0893
 HG0893;                    North         East     Units Scale Factor Converg.
 HG0893;SPC KS S     -   515,025.594   350,719.379   MT  0.99994298   -0 20 36.4
 HG0893;UTM  14      - 4,172,725.718   494,811.844   MT  0.99960033   -0 02 09.6
 HG0893
 HG0893                          SUPERSEDED SURVEY CONTROL
 HG0893
 HG0893  NAD 83(1997)-  37 42 06.29736(N)    099 03 31.87713(W) AD(       ) 4
 HG0893  NAD 83(1986)-  37 42 06.29506(N)    099 03 31.87397(W) AD(       ) 4
 HG0893  NAD 27      -  37 42 06.23000(N)    099 03 30.49000(W) AD(       ) 3
 HG0893
 HG0893.Superseded values are not recommended for survey control.
 HG0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0893.See file dsdata.txt to determine how the superseded data were derived.
 HG0893
 HG0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG9481272726(NAD 83)
 HG0893_MARKER: 67 = OIL DERRICK
 HG0893
 HG0893  HISTORY     - Date     Condition        Report By
 HG0893  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0893
 HG0893                          STATION DESCRIPTION
 HG0893
 HG0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0893'OIL DERRICK, ABOUT 100 FEET HIGH, LOCATED ABOUT 2 MILES EAST
 HG0893'AND 6 MILES NORTH OF HAVILAND.  OBSERVED CENTER.
 HG0893'
 HG0893'OBSERVED FROM MEYER AND MILLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0602 ***********************************************************************
 KH0602  DESIGNATION -  OIN A
 KH0602  PID         -  KH0602
 KH0602  STATE/COUNTY-  KS/DECATUR
 KH0602  USGS QUAD   -  OBERLIN (1965)
 KH0602
 KH0602                         *CURRENT SURVEY CONTROL
 KH0602  ___________________________________________________________________
 KH0602* NAD 83(1997)-  39 50 12.20094(N)    100 32 22.65797(W)     ADJUSTED  
 KH0602* NAVD 88     -       819.277  (meters)    2687.91   (feet)  ADJUSTED  
 KH0602  ___________________________________________________________________
 KH0602  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 KH0602  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 KH0602  DYNAMIC HT  -         818.698 (meters)    2686.01  (feet)  COMP
 KH0602  MODELED GRAV-     979,892.0   (mgal)                       NAVD 88
 KH0602
 KH0602  HORZ ORDER  -  THIRD
 KH0602  VERT ORDER  -  THIRD
 KH0602
 KH0602.This mark is at Oberlin Municipal Airport (OIN)
 KH0602
 KH0602.The horizontal coordinates were established by classical geodetic methods
 KH0602.and adjusted by the National Geodetic Survey in October 1998..
 KH0602
 KH0602.The orthometric height was determined by differential leveling
 KH0602.and adjusted by the National Geodetic Survey in June 1991..
 KH0602
 KH0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0602
 KH0602.The geoid height was determined by GEOID03.
 KH0602
 KH0602.The dynamic height is computed by dividing the NAVD 88
 KH0602.geopotential number by the normal gravity value computed on the
 KH0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0602.degrees latitude (g = 980.6199 gals.).
 KH0602
 KH0602.The modeled gravity was interpolated from observed gravity values.
 KH0602
 KH0602;                    North         East     Units Scale Factor Converg.
 KH0602;SPC KS N     -   169,948.276   182,642.305   MT  1.00000910   -1 36 24.7
 KH0602;UTM  14      - 4,410,769.280   368,262.523   MT  0.99981366   -0 59 11.1
 KH0602
 KH0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0602!SPC KS N     -   0.99987533  x   1.00000910  =   0.99988443
 KH0602!UTM  14      -   0.99987533  x   0.99981366  =   0.99968901
 KH0602
 KH0602:                Primary Azimuth Mark                     Grid Az
 KH0602:SPC KS N     -  AIRPORT BEACON OBERLIN APT               141 31 54.2
 KH0602:UTM  14      -  AIRPORT BEACON OBERLIN APT               140 54 40.6
 KH0602
 KH0602|---------------------------------------------------------------------|
 KH0602| PID    Reference Object                     Distance      Geod. Az  |
 KH0602|                                                           dddmmss.s |
 KH0602| KH0831 AIRPORT BEACON OBERLIN APT          APPROX. 0.6 KM 1395529.5 |
 KH0602| KH0832 OBERLIN MUNICIPAL TANK              APPROX. 1.3 KM 1463617.1 |
 KH0602|---------------------------------------------------------------------|
 KH0602
 KH0602                          SUPERSEDED SURVEY CONTROL
 KH0602
 KH0602  NAD 83(1997)-  39 50 12.20266(N)    100 32 22.65848(W) AD(       ) 3
 KH0602  NAD 83(1986)-  39 50 12.20575(N)    100 32 22.66031(W) AD(       ) 3
 KH0602  NAD 27      -  39 50 12.19425(N)    100 32 21.13574(W) AD(       ) 3
 KH0602  NGVD 29 (12/08/88)  818.97   (m)         2686.9    (f) LEVELING    3  
 KH0602
 KH0602.Superseded values are not recommended for survey control.
 KH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0602.See file dsdata.txt to determine how the superseded data were derived.
 KH0602
 KH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK6826310769(NAD 83)
 KH0602_MARKER: DD = SURVEY DISK
 KH0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0602_SP_SET: CONCRETE POST
 KH0602_STAMPING: OIN A 1987
 KH0602_MARK LOGO: NOSAMC
 KH0602_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0602+STABILITY: SURFACE MOTION
 KH0602
 KH0602  HISTORY     - Date     Condition        Report By
 KH0602  HISTORY     - 1987     MONUMENTED       NOS
 KH0602  HISTORY     - 1987     GOOD             NOS
 KH0602
 KH0602                          STATION DESCRIPTION
 KH0602
 KH0602'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KH0602'STATION IS LOCATED ON THE NORTH PORTION OF THE OBERLIN AIRPORT.
 KH0602'
 KH0602'THE STATION IS LOCATED 376.618M (1235.6FT) SSE OF RUNWAY END 17,
 KH0602'26.36M (86.48FT) EAST OF THE WEST EDGE OF A TURN-A-ROUND, AND
 KH0602'(33.8FT) WEST OF THE WEST EDGE OF A CULTIVATED FIELD.
 KH0602'
 KH0602'STATION IS A STANDARD NOS DISK STAMPED---OIN A 1987---  SET INTO A
 KH0602'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 KH0602'
 KH0602'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KH0602'
 KH0602'DESCRIBED BY PBW.
 KH0602
 KH0602                          STATION RECOVERY (1987)
 KH0602
 KH0602'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KH0602'0.8 KM (0.50 MI) NORTH FROM OBERLIN.
 KH0602'THE STATION IS LOCATED ON THE NORTH HALF OF THE OBERLIN AIRPORT IN
 KH0602'OBERLIN KANSAS.  THE STATION IS A STANDARD NOS DISK SET INTO THE TOP
 KH0602'OF A 10 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE EXISTING
 KH0602'GROUND.  IT IS LOCATED 86.48 FEET EAST OF THE WEST EDGE OF A TURN A
 KH0602'ROUND, AND 33.8 FEET WEST OF THE WEST EDGE OF A CULTIVATED FIELD.
 KH0602'CONTACT THE AIRPORT MANAGER PRIOR TO ENTERING THE AIRPORT PROPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8091 ***********************************************************************
 AJ8091  PACS        -  This is a Primary Airport Control Station.
 AJ8091  DESIGNATION -  OJC D
 AJ8091  PID         -  AJ8091
 AJ8091  STATE/COUNTY-  KS/JOHNSON
 AJ8091  USGS QUAD   -  STILWELL (1991)
 AJ8091
 AJ8091                         *CURRENT SURVEY CONTROL
 AJ8091  ___________________________________________________________________
 AJ8091* NAD 83(1997)-  38 50 53.57589(N)    094 44 11.70577(W)     ADJUSTED  
 AJ8091* NAVD 88     -       327.56   (meters)    1074.7    (feet)  GPS OBS   
 AJ8091  ___________________________________________________________________
 AJ8091  X           -    -410,739.326 (meters)                     COMP
 AJ8091  Y           -  -4,957,156.863 (meters)                     COMP
 AJ8091  Z           -   3,979,393.233 (meters)                     COMP
 AJ8091  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AJ8091  ELLIP HEIGHT-         295.43  (meters)          (07/29/04) GPS OBS
 AJ8091  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 AJ8091
 AJ8091  HORZ ORDER  -  B
 AJ8091  ELLP ORDER  -  FOURTH    CLASS II
 AJ8091
 AJ8091.This mark is at Johnson Co Executive Airport (OJC)
 AJ8091
 AJ8091.The horizontal coordinates were established by GPS observations
 AJ8091.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8091
 AJ8091.The orthometric height was determined by GPS observations and a
 AJ8091.high-resolution geoid model.
 AJ8091
 AJ8091.GPS derived orthometric heights for airport stations designated as
 AJ8091.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8091.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8091.not indicate centimeter accuracy relative to other marks which are
 AJ8091.part of the NAVD 88 network.
 AJ8091
 AJ8091.Photographs are available for this station.
 AJ8091
 AJ8091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8091
 AJ8091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8091
 AJ8091.The ellipsoidal height was determined by GPS observations
 AJ8091.and is referenced to NAD 83.
 AJ8091
 AJ8091.The geoid height was determined by GEOID03.
 AJ8091
 AJ8091;                    North         East     Units Scale Factor Converg.
 AJ8091;SPC KS N     -    62,261.483   683,234.316   MT  0.99998138   +2 03 53.3
 AJ8091;UTM  15      - 4,301,365.888   349,300.345   MT  0.99987966   -1 05 22.2
 AJ8091
 AJ8091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8091!SPC KS N     -   0.99995365  x   0.99998138  =   0.99993503
 AJ8091!UTM  15      -   0.99995365  x   0.99987966  =   0.99983332
 AJ8091
 AJ8091:                Primary Azimuth Mark                     Grid Az
 AJ8091:SPC KS N     -  OJC E                                    000 50 41.6
 AJ8091:UTM  15      -  OJC E                                    003 59 57.1
 AJ8091
 AJ8091|---------------------------------------------------------------------|
 AJ8091| PID    Reference Object                     Distance      Geod. Az  |
 AJ8091|                                                           dddmmss.s |
 AJ8091| AJ8092 OJC E                               425.448 METERS 0025434.9 |
 AJ8091| AJ8093 OJC F                               APPROX. 0.5 KM 1992412.8 |
 AJ8091|---------------------------------------------------------------------|
 AJ8091
 AJ8091                          SUPERSEDED SURVEY CONTROL
 AJ8091
 AJ8091  ELLIP H (03/07/02)  295.42   (m)                       GP(       ) 4 2
 AJ8091
 AJ8091.Superseded values are not recommended for survey control.
 AJ8091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8091.See file dsdata.txt to determine how the superseded data were derived.
 AJ8091
 AJ8091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4930001366(NAD 83)
 AJ8091_MARKER: I = METAL ROD
 AJ8091_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ8091_STAMPING: OJC D 2001
 AJ8091_MARK LOGO: NGS   
 AJ8091_PROJECTION: FLUSH
 AJ8091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8091+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 AJ8091_ROD/PIPE-DEPTH: 4.57 meters
 AJ8091_SLEEVE-DEPTH  : 0.9 meters
 AJ8091
 AJ8091  HISTORY     - Date     Condition        Report By
 AJ8091  HISTORY     - 20010501 MONUMENTED       MSAM
 AJ8091  HISTORY     - 20020610 GOOD             NGS
 AJ8091
 AJ8091                          STATION DESCRIPTION
 AJ8091
 AJ8091'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8091'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 AJ8091'THE STATION IS LOCATED ABOUT 9.7 KM (5.0 MI) EAST SOUTHEAST OF OLATHE,
 AJ8091'KANSAS. IT IS IN THE CENTRAL SECTOR OF JOHNSON COUNTY EXECUTIVE
 AJ8091'AIRPORT,
 AJ8091'WITHIN THE WINDSOCK SEGMENTED CIRCLE. THIS IS A CONTROLLED AIRPORT.
 AJ8091'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT
 AJ8091'MANAGER. CONTACT BOB PERRY AT 913-782-5338. OWNERSHIP- JOHNSON COUNTY
 AJ8091'EXECUTIVE AIRPORT.
 AJ8091' 
 AJ8091'TO REACH THE STATION FROM THE INTERSECTION OF U.S. INTERSTATE HIGHWAY
 AJ8091'35 AND EAST SANTA FE (W 135 TH)IN OLATHE, KANSAS, GO 4.18 KM (2.6 MI),
 AJ8091'EAST ON
 AJ8091'EAST SANTA FE (W 135 TH) TO PFLUMM ROAD. TURN RIGHT, SOUTH, ON PFLUMM
 AJ8091'ROAD 3.2 KM (2.0 MI) TO W 151 ST STREET. CONTINUE THROUGH THE
 AJ8091'INTERSECTION
 AJ8091'FOR .4 KM (.2 MI) ON PFLUMM ROAD TO AN ASPHALT DRIVE ACCESSING THE
 AJ8091'MAINTENANCE BUILDING OF JOHNSON COUNTY EXECUTIVE AIRPORT.  TURN LEFT,
 AJ8091'EAST, ON THE ACCESS ROAD FOR 0.15 KM (0.1 MI). TURN RIGHT, SOUTH, ON
 AJ8091'THE
 AJ8091'ACCESS ROAD FOR 0.15 KM (0.1 MI). TURN LEFT, EAST, ON THE ACCESS ROAD
 AJ8091'FOR
 AJ8091'ABOUT 75 M (250 FT) TO THE EAST SIDE OF A GROUP OF T-HANGERS. TURN
 AJ8091'RIGHT,
 AJ8091'SOUTH, ALONG THE EAST SIDE OF THE T-HANGERS FOR 0.15 KM (0.1 MI) TO
 AJ8091'TAXIWAY
 AJ8091'G. TURN LEFT, EAST, ON TAXIWAY G FOR 0.3 KM (0.2 MI) TO TAXIWAY A.
 AJ8091'CONTINUE
 AJ8091'EAST, ON TAXIWAY G FOR 75 M (250 FT) TO RUNWAY 36-18. CONTINUE EAST,
 AJ8091'ON
 AJ8091'TAXIWAY G FOR 75 M (250 FT) TO TAXIWAY B. TURN RIGHT, SOUTH, ON
 AJ8091'TAXIWAY B
 AJ8091'FOR 0.15 KM (0.1 MI) TO THE STATION ON YOUR LEFT IN THE SEGMENTED
 AJ8091'CIRCLE FOR
 AJ8091'THE WINDSOCK.
 AJ8091' 
 AJ8091' 
 AJ8091'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ8091'TO
 AJ8091'REFUSAL AT A DEPTH OF 4.57 M (15.00 FT), ENCASED IN A 0.9 M (3.0 FT)
 AJ8091'LONG FINNED
 AJ8091'GREASED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A
 AJ8091'CONCRETE COLLAR FLUSH WITH THE GROUND. THE SLEEVE DEPTH DOES NOT
 AJ8091'MEET THE SPECIFICATIONS FOR A CLASS A MARK. IT IS 20.7 M (67.9 FT)
 AJ8091'EAST
 AJ8091'SOUTHEAST FROM A TAXIWAY LIGHT, 16.00 M (52.5 FT) EAST AND
 AJ8091'PERPENDICULAR OF
 AJ8091'THE EAST EDGE OF TAXIWAY B, 11.4 M (37.4 FT) SOUTHWEST OF THE SOUTH
 AJ8091'WINDSOCK WITHIN THE SEGMENTED CIRCLE, 0.9 M (3.0 FT) NORTH OF A
 AJ8091'CARSONITE
 AJ8091'WITNESS POST AND 0.9 M (3.0 FT) SOUTH OF A CARSONITE WITNESS POST.
 AJ8091'THIS
 AJ8091'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 AJ8091' 
 AJ8091'
 AJ8091
 AJ8091                          STATION RECOVERY (2002)
 AJ8091
 AJ8091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (KLF)
 AJ8091'THE STATION IS LOCATED AT THE JOHNSON COUNTY EXECUTIVE AIRPORT IN
 AJ8091'OLATHE, KANSAS IN
 AJ8091'THE SOUTHWEST QUADRANT OF A SEGMENTED CIRCLE FOR A LIGHTED WINDSOCK
 AJ8091'ALONG THE EAST
 AJ8091'SIDE OF AND NEAR THE MIDDLE OF THE RUNWAY.  THE AIRPORT DIRECTOR OF
 AJ8091'AVIATION IS ROBERT
 AJ8091'PERRY.  THE PHONE NUMBER IS 913 782 5338.
 AJ8091' 
 AJ8091'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 35
 AJ8091'AND SANTA FE
 AJ8091'ROAD, EXIT 216,  IN OLATHE, GO EAST FOR 2.6 MI ON THE ROAD, BECOMING
 AJ8091'135TH STREET, TO THE
 AJ8091'INTERSECTION WITH PFLUMM ROAD, TURN RIGHT AND GO SOUTH FOR 2.0 MI ON
 AJ8091'PFLUMM ROAD TO
 AJ8091'THE INTERSECTION WITH 151ST STREET, TURN LEFT AND GO EAST FOR 0.4 MI
 AJ8091'ON THE STREET TO
 AJ8091'THE EAST AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH
 AJ8091'FOR 0.1 MI ON THE
 AJ8091'ENTRANCE ROAD TO THE FIRST DRIVE RIGHT, TURN RIGHT AND GO WEST FOR
 AJ8091'0.15 MI ALONG THE
 AJ8091'DRIVE TO A RAMP, CONTINUE WEST FOR 0.05 MI ACROSS THE RAMP AND ON
 AJ8091'TAXIWAY C TO PARALLEL
 AJ8091'TAXIWAY B, TURN LEFT AND GO SOUTH FOR 0.4 MI ON TAXIWAY B TO TAXIWAY H
 AJ8091'ON THE RIGHT
 AJ8091'AND THE STATION ON THE LEFT INSIDE A SEGMENTED WINDSOCK CIRCLE.
 AJ8091' 
 AJ8091'THE STATION IS LOCATED 83.5 FT EAST OF THE CENTER OF TAXIWAY B,  37.1
 AJ8091'FT SOUTHWEST OF THE
 AJ8091'WINDSOCK SUPPORT POLE, 17.3 FT SOUTH OF THE EXTENDED CENTER OF TAXIWAY
 AJ8091'H, 2.4 FT WEST
 AJ8091'OF A FIBERGLASS WITNESS POST, 2.2 FT EAST OF A FIBERGLASS WITNESS
 AJ8091'POST, AND THE MONUMENT
 AJ8091'IS FLUSH WITH THE GROUND SURFACE.
 AJ8091' 
 AJ8091'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8092 ***********************************************************************
 AJ8092  SACS        -  This is a Secondary Airport Control Station.
 AJ8092  DESIGNATION -  OJC E
 AJ8092  PID         -  AJ8092
 AJ8092  STATE/COUNTY-  KS/JOHNSON
 AJ8092  USGS QUAD   -  STILWELL (1991)
 AJ8092
 AJ8092                         *CURRENT SURVEY CONTROL
 AJ8092  ___________________________________________________________________
 AJ8092* NAD 83(1997)-  38 51 07.35484(N)    094 44 10.81013(W)     ADJUSTED  
 AJ8092* NAVD 88     -       332.78   (meters)    1091.8    (feet)  GPS OBS   
 AJ8092  ___________________________________________________________________
 AJ8092  X           -    -410,696.127 (meters)                     COMP
 AJ8092  Y           -  -4,956,897.055 (meters)                     COMP
 AJ8092  Z           -   3,979,727.424 (meters)                     COMP
 AJ8092  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AJ8092  ELLIP HEIGHT-         300.64  (meters)          (07/29/04) GPS OBS
 AJ8092  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 AJ8092
 AJ8092  HORZ ORDER  -  FIRST
 AJ8092  ELLP ORDER  -  FOURTH    CLASS II
 AJ8092
 AJ8092.This mark is at Johnson Co Executive Airport (OJC)
 AJ8092
 AJ8092.The horizontal coordinates were established by GPS observations
 AJ8092.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8092
 AJ8092.The orthometric height was determined by GPS observations and a
 AJ8092.high-resolution geoid model.
 AJ8092
 AJ8092.GPS derived orthometric heights for airport stations designated as
 AJ8092.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8092.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8092.not indicate centimeter accuracy relative to other marks which are
 AJ8092.part of the NAVD 88 network.
 AJ8092
 AJ8092.Photographs are available for this station.
 AJ8092
 AJ8092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8092
 AJ8092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8092
 AJ8092.The ellipsoidal height was determined by GPS observations
 AJ8092.and is referenced to NAD 83.
 AJ8092
 AJ8092.The geoid height was determined by GEOID03.
 AJ8092
 AJ8092;                    North         East     Units Scale Factor Converg.
 AJ8092;SPC KS N     -    62,686.877   683,240.589   MT  0.99998091   +2 03 53.9
 AJ8092;UTM  15      - 4,301,790.249   349,330.014   MT  0.99987955   -1 05 21.9
 AJ8092
 AJ8092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8092!SPC KS N     -   0.99995283  x   0.99998091  =   0.99993374
 AJ8092!UTM  15      -   0.99995283  x   0.99987955  =   0.99983239
 AJ8092
 AJ8092:                Primary Azimuth Mark                     Grid Az
 AJ8092:SPC KS N     -  OJC D                                    180 50 41.5
 AJ8092:UTM  15      -  OJC D                                    183 59 57.3
 AJ8092
 AJ8092|---------------------------------------------------------------------|
 AJ8092| PID    Reference Object                     Distance      Geod. Az  |
 AJ8092|                                                           dddmmss.s |
 AJ8092| AJ8091 OJC D                               425.448 METERS 1825435.4 |
 AJ8092|---------------------------------------------------------------------|
 AJ8092
 AJ8092                          SUPERSEDED SURVEY CONTROL
 AJ8092
 AJ8092  ELLIP H (03/07/02)  300.63   (m)                       GP(       ) 4 2
 AJ8092
 AJ8092.Superseded values are not recommended for survey control.
 AJ8092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8092.See file dsdata.txt to determine how the superseded data were derived.
 AJ8092
 AJ8092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4933001790(NAD 83)
 AJ8092_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8092_STAMPING: OJC E 2001
 AJ8092_MARK LOGO: NGS   
 AJ8092_PROJECTION: FLUSH
 AJ8092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8092+STABILITY: SURFACE MOTION
 AJ8092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8092+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 AJ8092
 AJ8092  HISTORY     - Date     Condition        Report By
 AJ8092  HISTORY     - 20010501 MONUMENTED       MSAM
 AJ8092  HISTORY     - 20020610 GOOD             NGS
 AJ8092
 AJ8092                          STATION DESCRIPTION
 AJ8092
 AJ8092'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8092'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 AJ8092'THE STATION IS LOCATED ABOUT 9.7 KM (5.0 MI) EAST SOUTHEAST OF OLATHE,
 AJ8092'KANSAS. IT IS IN THE NORTHEAST SECTOR OF JOHNSON COUNTY EXECUTIVE
 AJ8092'AIRPORT, EAST OF  TAXIWAY B, SOUTH OF TAXIWAY D AND NORTHWEST OF
 AJ8092'TAXIWAY E. THIS IS A CONTROLLED AIRPORT. PERMISSION TO USE THIS
 AJ8092'STATION
 AJ8092'MUST BE OBTAINED FROM THE AIRPORT MANAGER. CONTACT BOB PERRY AT
 AJ8092'913-782-5338. OWNERSHIP- JOHNSON COUNTY EXECUTIVE AIRPORT.
 AJ8092' 
 AJ8092'TO REACH THE STATION FROM THE INTERSECTION OF U.S. INTERSTATE HIGHWAY
 AJ8092'35 AND EAST SANTA FE (W 135 TH)IN OLATHE, KANSAS, GO 4.18 KM (2.6 MI),
 AJ8092'EAST ON
 AJ8092'EAST SANTA FE (W 135 TH) TO THE INTERSECTION OF EAST SANTA FE (W 135
 AJ8092'TH)AND PFLUMM ROAD. TURN RIGHT, SOUTH, ON PFLUMM ROAD 3.2 KM (2.0 MI)
 AJ8092'TO
 AJ8092'THE INTERSECTION OF SOUTH PFLUMM ROAD AND W 151 ST STREET. CONTINUE
 AJ8092'THROUGH THE INTERSECTION FOR 0.4 KM (.2 MI) ON PFLUMM ROAD TO AN
 AJ8092'ASPHALT
 AJ8092'DRIVE ACCESSING THE MAINTENANCE BUILDING OF JOHNSON COUNTY EXECUTIVE
 AJ8092'AIRPORT. TURN LEFT, EAST, ON THE ACCESS ROAD FOR 0.15 KM (0.1 MI).
 AJ8092'TURN RIGHT,
 AJ8092'SOUTH, ON THE ACCESS ROAD FOR 0.15 KM (0.1 MI). TURN LEFT, EAST, ON
 AJ8092'THE
 AJ8092'ACCESS ROAD FOR ABOUT 75 M (250 FT) TO THE EAST SIDE OF A GROUP OF
 AJ8092'HANGERS. TURN RIGHT, SOUTH, IN FRONT OF THE HANGERS FOR 0.15 KM (0.1
 AJ8092'MI) TO
 AJ8092'TAXIWAY G. TURN LEFT, EAST, ON TAXIWAY G FOR 0.3 KM (0.2 MI) TO
 AJ8092'TAXIWAY A.
 AJ8092'CONTINUE EAST, ON TAXIWAY G FOR 75 M (250 FT) TO RUNWAY 36-18.
 AJ8092'CONTINUE
 AJ8092'EAST, ON TAXIWAY G FOR 75 M (250 FT) TO  TAXIWAY B. TURN LEFT, NORTH,
 AJ8092'ON
 AJ8092'TAXIWAY B FOR 0.75 KM (0.5 MI) TO TAXIWAY D. TURN RIGHT, EAST, FOR 40
 AJ8092'M (130 FT)
 AJ8092'TO THE STATION ON YOUR LEFT.
 AJ8092' 
 AJ8092' 
 AJ8092' 
 AJ8092'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8092'OF
 AJ8092'A CONCRETE POST FLUSH WITH THE GROUND. IT IS 40.1 M (131.6 FT) EAST
 AJ8092'AND
 AJ8092'PERPENDICULAR OF THE EAST EDGE OF TAXIWAY B, 37.0 M (121.4 FT) EAST
 AJ8092'SOUTHEAST OF A TAXI LIGHT, 32.3 M (106.0 FT) SOUTH SOUTHEAST OF THE
 AJ8092'SOUTHEAST CORNER OF AN ILS SIGN, 0.9 M (3.0 FT) NORTH OF A CARSONITE
 AJ8092'WITNESS POST AND 0.9 M (3.0 FT) SOUTH OF A CARSONITE WITNESS POST .
 AJ8092'THIS
 AJ8092'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8092' 
 AJ8092'
 AJ8092
 AJ8092                          STATION RECOVERY (2002)
 AJ8092
 AJ8092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (KLF)
 AJ8092'THE STATION IS LOCATED AT THE JOHNSON COUNTY EXECUTIVE AIRPORT IN
 AJ8092'OLATHE, KANSAS IN A
 AJ8092'GRASS ISLAND FORMED BY TAXIWAYS B, D AND E.  THE AIRPORT DIRECTOR OF
 AJ8092'AVIATION IS ROBERT
 AJ8092'PERRY.  THE PHONE NUMBER IS 913 782 5338.
 AJ8092' 
 AJ8092'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 35
 AJ8092'AND SANTA FE
 AJ8092'ROAD, EXIT 216,  IN OLATHE, GO EAST FOR 2.6 MI ON THE ROAD, BECOMING
 AJ8092'135TH STREET, TO THE
 AJ8092'INTERSECTION WITH PFLUMM ROAD, TURN RIGHT AND GO SOUTH FOR 2.0 MI ON
 AJ8092'PFLUMM ROAD TO
 AJ8092'THE INTERSECTION WITH 151ST STREET, TURN LEFT AND GO EAST FOR 0.4 MI
 AJ8092'ON THE STREET TO
 AJ8092'THE EAST AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH
 AJ8092'FOR 0.1 MI ON THE
 AJ8092'ENTRANCE ROAD TO THE FIRST DRIVE RIGHT, TURN RIGHT AND GO WEST FOR
 AJ8092'0.15 MI ALONG THE
 AJ8092'DRIVE TO A RAMP, CONTINUE WEST  FOR 0.05 MI CROSSING THE RAMP AND ON
 AJ8092'TAXIWAY D TO
 AJ8092'PARALLEL TAXIWAY B, TURN LEFT AND GO SOUTH FOR 0.10 MI ON TAXIWAY B TO
 AJ8092'THE STATION ON
 AJ8092'THE LEFT.
 AJ8092' 
 AJ8092'THE STATION IS LOCATED 151,4 FT EAST OF THE CENTER OF TAXIWAY B, 137.9
 AJ8092'FT SOUTH OF THE
 AJ8092'CENTER OF TAXIWAY D, 127.5 FT NORTHWEST OF THE CENTER OF TAXIWAY E,
 AJ8092'3.0 FT EAST OF A
 AJ8092'FIBERGLASS WITNESS POST, 3.0 FT WEST OF A FIBERGLASS WITNESS POST, AND
 AJ8092'THE MONUMENT IS
 AJ8092'FLUSH WITH THE GROUND SURFACE.
 AJ8092' 
 AJ8092'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8093 ***********************************************************************
 AJ8093  SACS        -  This is a Secondary Airport Control Station.
 AJ8093  DESIGNATION -  OJC F
 AJ8093  PID         -  AJ8093
 AJ8093  STATE/COUNTY-  KS/JOHNSON
 AJ8093  USGS QUAD   -  STILWELL (1991)
 AJ8093
 AJ8093                         *CURRENT SURVEY CONTROL
 AJ8093  ___________________________________________________________________
 AJ8093* NAD 83(1997)-  38 50 37.66647(N)    094 44 18.87121(W)     ADJUSTED  
 AJ8093* NAVD 88     -       322.10   (meters)    1056.8    (feet)  GPS OBS   
 AJ8093  ___________________________________________________________________
 AJ8093  X           -    -410,936.603 (meters)                     COMP
 AJ8093  Y           -  -4,957,445.040 (meters)                     COMP
 AJ8093  Z           -   3,979,007.704 (meters)                     COMP
 AJ8093  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AJ8093  ELLIP HEIGHT-         289.98  (meters)          (07/29/04) GPS OBS
 AJ8093  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 AJ8093
 AJ8093  HORZ ORDER  -  FIRST
 AJ8093  ELLP ORDER  -  FOURTH    CLASS II
 AJ8093
 AJ8093.This mark is at Johnson Co Executive Airport (OJC)
 AJ8093
 AJ8093.The horizontal coordinates were established by GPS observations
 AJ8093.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 AJ8093
 AJ8093.The orthometric height was determined by GPS observations and a
 AJ8093.high-resolution geoid model.
 AJ8093
 AJ8093.GPS derived orthometric heights for airport stations designated as
 AJ8093.PACS or SACS are published to 2 decimal places.  This maintains
 AJ8093.centimeter relative accuracy between the PACS and SACS.  It does
 AJ8093.not indicate centimeter accuracy relative to other marks which are
 AJ8093.part of the NAVD 88 network.
 AJ8093
 AJ8093.Photographs are available for this station.
 AJ8093
 AJ8093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8093
 AJ8093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8093
 AJ8093.The ellipsoidal height was determined by GPS observations
 AJ8093.and is referenced to NAD 83.
 AJ8093
 AJ8093.The geoid height was determined by GEOID03.
 AJ8093
 AJ8093;                    North         East     Units Scale Factor Converg.
 AJ8093;SPC KS N     -    61,764.991   683,079.307   MT  0.99998192   +2 03 48.8
 AJ8093;UTM  15      - 4,300,878.727   349,118.271   MT  0.99988033   -1 05 26.3
 AJ8093
 AJ8093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8093!SPC KS N     -   0.99995450  x   0.99998192  =   0.99993643
 AJ8093!UTM  15      -   0.99995450  x   0.99988033  =   0.99983484
 AJ8093
 AJ8093:                Primary Azimuth Mark                     Grid Az
 AJ8093:SPC KS N     -  OJC D                                    017 20 19.5
 AJ8093:UTM  15      -  OJC D                                    020 29 34.6
 AJ8093
 AJ8093|---------------------------------------------------------------------|
 AJ8093| PID    Reference Object                     Distance      Geod. Az  |
 AJ8093|                                                           dddmmss.s |
 AJ8093| AJ8091 OJC D                               APPROX. 0.5 KM 0192408.3 |
 AJ8093|---------------------------------------------------------------------|
 AJ8093
 AJ8093                          SUPERSEDED SURVEY CONTROL
 AJ8093
 AJ8093  ELLIP H (03/07/02)  289.97   (m)                       GP(       ) 4 2
 AJ8093
 AJ8093.Superseded values are not recommended for survey control.
 AJ8093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8093.See file dsdata.txt to determine how the superseded data were derived.
 AJ8093
 AJ8093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4911800879(NAD 83)
 AJ8093_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ8093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8093_STAMPING: OJC F 2001
 AJ8093_MARK LOGO: NGS   
 AJ8093_PROJECTION: FLUSH
 AJ8093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8093+STABILITY: SURFACE MOTION
 AJ8093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8093+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2002
 AJ8093
 AJ8093  HISTORY     - Date     Condition        Report By
 AJ8093  HISTORY     - 20010501 MONUMENTED       MSAM
 AJ8093  HISTORY     - 20020610 GOOD             NGS
 AJ8093
 AJ8093                          STATION DESCRIPTION
 AJ8093
 AJ8093'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 AJ8093'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 AJ8093'THE STATION IS LOCATED ABOUT 9.7 KM (5.0 MI) EAST SOUTHEAST OF OLATHE,
 AJ8093'KANSAS. IT IS IN THE SOUTHWEST SECTOR OF JOHNSON COUNTY EXECUTIVE
 AJ8093'AIRPORT,WEST OF TAXIWAY A AND SOUTHWEST OF THE VASI LIGHTS. THIS IS A
 AJ8093'CONTROLLED AIRPORT. PERMISSION TO USE THIS STATION MUST BE OBTAINED
 AJ8093'FROM THE AIRPORT MANAGER. CONTACT BOB PERRY AT 913-782-5338.
 AJ8093'OWNERSHIP-
 AJ8093'JOHNSON COUNTY EXECUTIVE AIRPORT.
 AJ8093' 
 AJ8093'TO REACH THE STATION FROM THE INTERSECTION OF U.S. INTERSTATE HIGHWAY
 AJ8093'35 AND EAST SANTA FE (W 135 TH)IN OLATHE, KANSAS, GO 4.18 KM (2.6 MI),
 AJ8093'EAST ON
 AJ8093'EAST SANTA FE (W 135 TH) TO PFLUMM ROAD. TURN RIGHT, SOUTH, ON PFLUMM
 AJ8093'ROAD 3.2 KM (2.0 MI) TO W 151 ST STREET. CONTINUE THROUGH THE
 AJ8093'INTERSECTION
 AJ8093'FOR 0.4 KM (.2 MI) ON PFLUMM ROAD TO AN ASPHALT DRIVE ACCESSING THE
 AJ8093'MAINTENANCE BUILDING OF JOHNSON COUNTY EXECUTIVE AIRPORT. TURN LEFT,
 AJ8093'EAST, ON THE ACCESS ROAD FOR 0.15 KM (0.1 MI). TURN RIGHT, SOUTH, ON
 AJ8093'THE
 AJ8093'ACCESS ROAD FOR 0.15 KM (0.1 MI). TURN LEFT, EAST, ON THE ACCESS ROAD
 AJ8093'FOR
 AJ8093'ABOUT 75 M (250 FT) TO THE EAST SIDE OF A GROUP OF HANGERS. TURN
 AJ8093'RIGHT,
 AJ8093'SOUTH, IN FRONT OF THE HANGERS FOR 0.15 KM (0.1 MI) TO TAXIWAY G. TURN
 AJ8093'LEFT,
 AJ8093'EAST, ON TAXIWAY G FOR 0.3 KM (0.2 MI) TO TAXIWAY A. TURN RIGHT,
 AJ8093'SOUTH, ON
 AJ8093'TAXIWAY A FOR 1 KM (0.6 MI) TO THE STATION ON YOUR RIGHT.
 AJ8093' 
 AJ8093'THE MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP CENTER
 AJ8093'OF
 AJ8093'A  CONCRETE POST FLUSH WITH THE GROUND. IT IS 21.7 M (71.2 FT) WEST
 AJ8093'SOUTHWEST OF TAXI LIGHT W-68 ON THE EAST SIDE OF TAXIWAY A, 9.4 M
 AJ8093'(30.8 FT)
 AJ8093'SOUTHWEST OF TAXI LIGHT W-41, 6.0 M (19.7 FT) WEST AND PERPENDICULAR
 AJ8093'TO THE
 AJ8093'WEST EDGE OF TAXIWAY A, 0.9 M (3.0 FT) NORTH OF A CARSONITE WITNESS
 AJ8093'POST
 AJ8093'AND 0.9 M (3.0 FT) SOUTH OF A CARSONITE WITNESS POST.  THIS STATION IS
 AJ8093'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AJ8093' 
 AJ8093'
 AJ8093
 AJ8093                          STATION RECOVERY (2002)
 AJ8093
 AJ8093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (KLF)
 AJ8093'THE STATION IS LOCATED AT THE JOHNSON COUNTY EXECUTIVE AIRPORT IN
 AJ8093'OLATHE, KANSAS
 AJ8093'ALONG THE WEST EDGE OF AND NEAR THE SOUTH END OF PARALLEL TAXIWAY A.
 AJ8093'THE AIRPORT
 AJ8093'DIRECTOR OF AVIATION IS ROBERT PERRY.  THE PHONE NUMBER IS 913 782
 AJ8093'5338.
 AJ8093' 
 AJ8093'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 35
 AJ8093'AND SANTA FE
 AJ8093'ROAD, EXIT 216,  IN OLATHE, GO EAST FOR 2.6 MI ON THE ROAD, BECOMING
 AJ8093'135TH STREET, TO THE
 AJ8093'INTERSECTION WITH PFLUMM ROAD, TURN RIGHT AND GO SOUTH FOR 2.0 MI ON
 AJ8093'PFLUMM ROAD TO
 AJ8093'THE INTERSECTION WITH 151ST STREET, TURN LEFT AND GO EAST FOR 0.4 MI
 AJ8093'ON THE STREET TO
 AJ8093'THE EAST AIRPORT ENTRANCE ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH
 AJ8093'FOR 0.1 MI ON THE
 AJ8093'ENTRANCE ROAD TO THE FIRST DRIVE RIGHT, TURN RIGHT AND GO WEST FOR
 AJ8093'0.15 MI ALONG THE
 AJ8093'DRIVE TO A RAMP, CONTINUE WEST FOR 0.15 MI ACROSS THE RAMP, TAXIWAY D,
 AJ8093'AND RUNWAY END
 AJ8093'18, TO PARALLEL TAXIWAY A, TURN LEFT AND GO SOUTH FOR 0.65 MI ALONG
 AJ8093'TAXIWAY A TO THE
 AJ8093'STATION ON THE RIGHT.
 AJ8093' 
 AJ8093'THE STATION IS LOCATED 638 FT NORTH OF THE EXTENDED CENTER OF
 AJ8093'CONNECTING TAXIWAY A,
 AJ8093'463
 AJ8093'FT SOUTH OF THE EXTENDED CENTER OF TAXIWAY J, 37.3 FT WEST OF THE
 AJ8093'CENTER OF PARALLEL
 AJ8093'TAXIWAY A, 3.4 FT EAST OF A FIBERGLASS WITNESS POST, AND THE MONUMENT
 AJ8093'IS FLUSH WITH THE
 AJ8093'GROUND SURFACE.
 AJ8093' 
 AJ8093' 
 AJ8093'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1131 ***********************************************************************
 KF1131  DESIGNATION -  OKETO
 KF1131  PID         -  KF1131
 KF1131  STATE/COUNTY-  KS/MARSHALL
 KF1131  USGS QUAD   -  OKETO (1966)
 KF1131
 KF1131                         *CURRENT SURVEY CONTROL
 KF1131  ___________________________________________________________________
 KF1131* NAD 83(1997)-  39 58 18.94567(N)    096 35 51.70284(W)     ADJUSTED  
 KF1131* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 KF1131  ___________________________________________________________________
 KF1131  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 KF1131  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 KF1131
 KF1131  HORZ ORDER  -  SECOND
 KF1131
 KF1131.The horizontal coordinates were established by classical geodetic methods
 KF1131.and adjusted by the National Geodetic Survey in October 1998..
 KF1131
 KF1131.The orthometric height was scaled from a topographic map.
 KF1131
 KF1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1131
 KF1131.The geoid height was determined by GEOID03.
 KF1131
 KF1131;                    North         East     Units Scale Factor Converg.
 KF1131;SPC KS N     -   182,840.489   519,796.762   MT  1.00003604   +0 53 14.1
 KF1131;SPC NE       -    21,107.645   790,583.568   MT  1.00001280   +2 15 16.9
 KF1131;UTM  14      - 4,427,405.480   705,154.577   MT  1.00011817   +1 32 37.7
 KF1131
 KF1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1131!SPC KS N     -   0.99994378  x   1.00003604  =   0.99997982
 KF1131!SPC NE       -   0.99994378  x   1.00001280  =   0.99995658
 KF1131!UTM  14      -   0.99994378  x   1.00011817  =   1.00006195
 KF1131
 KF1131:                Primary Azimuth Mark                     Grid Az
 KF1131:SPC KS N     -  OKETO AZ MK                              020 42 30.2
 KF1131:SPC NE       -  OKETO AZ MK                              019 20 27.4
 KF1131:UTM  14      -  OKETO AZ MK                              020 03 06.6
 KF1131
 KF1131|---------------------------------------------------------------------|
 KF1131| PID    Reference Object                     Distance      Geod. Az  |
 KF1131|                                                           dddmmss.s |
 KF1131| CL8021 OKETO AZ MK                                        0213544.3 |
 KF1131| CL8022 OKETO RM 1                           19.378 METERS 08458     |
 KF1131| CL8023 OKETO RM 2                           37.076 METERS 16726     |
 KF1131| KF1132 OKETO MUNICIPAL TANK                APPROX. 1.1 KM 1675035.6 |
 KF1131| LG1066 WYMORE IMMANUELS FRIEDHOF CH        APPROX. 6.1 KM 3024914.8 |
 KF1131| LG1063 BETHEL WELCH C M CHURCH SPIRE       APPROX.10.7 KM 3342752.9 |
 KF1131| LG1064 WYMORE ST JOHNS LUTHERAN CH         APPROX. 8.8 KM 3370728.9 |
 KF1131|---------------------------------------------------------------------|
 KF1131
 KF1131                          SUPERSEDED SURVEY CONTROL
 KF1131
 KF1131  NAD 83(1997)-  39 58 18.94568(N)    096 35 51.70292(W) AD(       ) 2
 KF1131  NAD 83(1986)-  39 58 18.95124(N)    096 35 51.69792(W) AD(       ) 2
 KF1131  NAD 27      -  39 58 18.93800(N)    096 35 50.62600(W) AD(       ) 2
 KF1131
 KF1131.Superseded values are not recommended for survey control.
 KF1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1131.See file dsdata.txt to determine how the superseded data were derived.
 KF1131
 KF1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK0515527405(NAD 83)
 KF1131_MARKER: DS = TRIANGULATION STATION DISK
 KF1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1131
 KF1131  HISTORY     - Date     Condition        Report By
 KF1131  HISTORY     - 1947     MONUMENTED       CGS
 KF1131  HISTORY     - 1965     GOOD             CGS
 KF1131
 KF1131                          STATION DESCRIPTION
 KF1131
 KF1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1131'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE KANSAS-NEBRASKA
 KF1131'LINE AND 0.5 MILE NORTH OF OKETO ON LAND OWNED BY MR. GEORGE
 KF1131'DOLEN.  IT IS ABOUT 150 FEET NORTHWEST OF THE FARM HOUSE, 125
 KF1131'FEET EAST OF THE EAST EDGE OF THE TREES ON THE BLUFF OVERLOOKING
 KF1131'THE BLUE RIVER AND 63.5 FEET WEST OF THE NORTHWEST EDGE OF A
 KF1131'CHICKEN HOUSE.  IT IS STAMPED OKETO 1947 AND IS FLUSH WITH THE
 KF1131'SURFACE OF THE GROUND.
 KF1131'
 KF1131'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF THE NORTHWEST CORNER OF
 KF1131'THE CHICKEN HOUSE.  IT IS STAMPED OKETO NO 1 1947 AND PROJECTS
 KF1131'6 INCHES.
 KF1131'
 KF1131'REFERENCE MARK NO. 2 IS 4 FEET SOUTH OF A FENCE CORNER AND 80
 KF1131'FEET SOUTHWEST OF A SHED AT THE SOUTH SIDE OF A CHICKEN YARD.
 KF1131'IT IS STAMPED OKETO NO 2 1947 AND PROJECTS 6 INCHES.
 KF1131'
 KF1131'THE AZIMUTH MARK IS ON THE RIGHT-OF-WAY AND 31 FEET EAST OF THE
 KF1131'CENTER OF A NORTH-SOUTH GRAVELED ROAD, 1 FOOT SOUTH OF A
 KF1131'TELEPHONE POLE, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 4
 KF1131'FEET SOUTHWEST OF A 4-INCH SQUARE WHITE WOODEN WITNESS POST
 KF1131'PROJECTING 3 FEET.  IT IS STAMPED OKETO 1947 AND PROJECTS 4
 KF1131'INCHES.
 KF1131'
 KF1131'TO REACH THE STATION FROM THE POST OFFICE IN OKETO, GO EAST 0.25
 KF1131'MILE TO A T INTERSECTION, TURN NORTH AND GO 0.6 MILE TO A
 KF1131'LANE LEADING INTO A FARM HOUSE (AZIMUTH MARK 0.25 MILE NORTH ON
 KF1131'THE RIGHT AS DESCRIBED) TURN LEFT INTO LANE AND GO 0.1 MILE
 KF1131'TO A GARAGE AND A GATE ON THE RIGHT.  PASS THROUGH THE GATE AND
 KF1131'GO ABOUT 30 YARDS, TURN LEFT, PASSING THROUGH A WOODEN GATE AND
 KF1131'GO ABOUT 75 YARDS TO THE HIGHEST POINT AND THE STATION AS
 KF1131'DESCRIBED.
 KF1131'
 KF1131'A 74 FOOT SIGNAL AT HULL IS VISIBLE AT 40 FEET.
 KF1131'
 KF1131'A 74 FOOT SIGNAL AT LINE IS VISIBLE AT 20 FEET.
 KF1131'
 KF1131'A 74 FOOT SIGNAL AT MALICKY IS V.G.
 KF1131'
 KF1131'A 4 FOOT SIGNAL AT WRIGHT IS VISIBLE AT 20 FEET.
 KF1131'
 KF1131'A 4 FOOT SIGNAL AT ELK IS VISIBLE AT 20 FEET.
 KF1131'
 KF1131'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1131
 KF1131                          STATION RECOVERY (1965)
 KF1131
 KF1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1131'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS
 KF1131'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KF1131'
 KF1131'AZIMUTH MARK RECOVERED IN GOOD CONDITION, 152 FEET NORTH OF A
 KF1131'PIPE MARKING A PIPELINE CROSSING, 33 FEET EAST OF CENTER LINE OF
 KF1131'THE ROAD, 2 FEET EAST OF THE FENCE LINE AND 1 FOOT SOUTH OF A
 KF1131'METAL WITNESS POST.  THE MONUMENT PROJECT 6-INCHES ABOVE THE
 KF1131'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1132 ***********************************************************************
 KF1132  DESIGNATION -  OKETO MUNICIPAL TANK
 KF1132  PID         -  KF1132
 KF1132  STATE/COUNTY-  KS/MARSHALL
 KF1132  USGS QUAD   -  OKETO (1966)
 KF1132
 KF1132                         *CURRENT SURVEY CONTROL
 KF1132  ___________________________________________________________________
 KF1132* NAD 83(1997)-  39 57 44.82783(N)    096 35 42.15173(W)     ADJUSTED  
 KF1132* NAVD 88     -                                                        
 KF1132  ___________________________________________________________________
 KF1132  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 KF1132  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 KF1132
 KF1132  HORZ ORDER  -  THIRD
 KF1132
 KF1132.The horizontal coordinates were established by classical geodetic methods
 KF1132.and adjusted by the National Geodetic Survey in October 1998..
 KF1132
 KF1132
 KF1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1132
 KF1132.The geoid height was determined by GEOID03.
 KF1132
 KF1132;                    North         East     Units Scale Factor Converg.
 KF1132;SPC KS N     -   181,791.802   520,039.719   MT  1.00003397   +0 53 20.2
 KF1132;SPC NE       -    20,065.076   790,851.477   MT  1.00001717   +2 15 23.2
 KF1132;UTM  14      - 4,426,359.558   705,409.554   MT  1.00011946   +1 32 42.8
 KF1132
 KF1132                          SUPERSEDED SURVEY CONTROL
 KF1132
 KF1132  NAD 83(1997)-  39 57 44.82803(N)    096 35 42.15189(W) AD(       ) 4
 KF1132  NAD 83(1986)-  39 57 44.83316(N)    096 35 42.14653(W) AD(       ) 4
 KF1132  NAD 27      -  39 57 44.81000(N)    096 35 41.07500(W) AD(       ) 3
 KF1132
 KF1132.Superseded values are not recommended for survey control.
 KF1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1132.See file dsdata.txt to determine how the superseded data were derived.
 KF1132
 KF1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK0541026360(NAD 83)
 KF1132_MARKER: 53 = ELEVATED TANK
 KF1132
 KF1132  HISTORY     - Date     Condition        Report By
 KF1132  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1132  HISTORY     - 1965     GOOD             CGS
 KF1132
 KF1132                          STATION DESCRIPTION
 KF1132
 KF1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1132'LOCATED AT THE EAST EDGE OF OKETO AT THE END OF AN EAST-WEST
 KF1132'STREET.
 KF1132'
 KF1132'THE TANK IS PAINTED ALUMINUM AND IS SUPPORTED BY A 4-LEGGED
 KF1132'STEEL STRUCTURE.  THERE IS A WIND CHARGER ON TOP OF A SMALL
 KF1132'BALL AT THE APEX OF THE TANK.  THE HEIGHT IS APPROXIMATELY
 KF1132'60 FEET.
 KF1132'
 KF1132'THE POINT INTERSECTED WAS THE APEX.
 KF1132
 KF1132                          STATION RECOVERY (1965)
 KF1132
 KF1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1132'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2081 ***********************************************************************
 JE2081  DESIGNATION -  OLATHE 2
 JE2081  PID         -  JE2081
 JE2081  STATE/COUNTY-  KS/JOHNSON
 JE2081  USGS QUAD   -  OCHELTREE (1991)
 JE2081
 JE2081                         *CURRENT SURVEY CONTROL
 JE2081  ___________________________________________________________________
 JE2081* NAD 83(1986)-  38 51 16.     (N)    094 47 59.     (W)     SCALED    
 JE2081* NAVD 88     -       331.54   (meters)    1087.7    (feet)  RESET     
 JE2081  ___________________________________________________________________
 JE2081  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE2081
 JE2081  VERT ORDER  -  THIRD
 JE2081
 JE2081.The horizontal coordinates were scaled from a topographic map and have
 JE2081.an estimated accuracy of +/- 6 seconds.
 JE2081
 JE2081.The orthometric height was computed from unverified reset data.
 JE2081
 JE2081.The geoid height was determined by GEOID03.
 JE2081
 JE2081;                    North         East    Units  Estimated Accuracy
 JE2081;SPC KS N     -    62,760.      677,730.      MT  (+/- 180 meters Scaled)
 JE2081
 JE2081                          SUPERSEDED SURVEY CONTROL
 JE2081
 JE2081.No superseded survey control is available for this station.
 JE2081
 JE2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD438021(NAD 83)
 JE2081_MARKER: DS = TRIANGULATION STATION DISK
 JE2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2081_SP_SET: CONCRETE POST
 JE2081_STAMPING: OLATHE 2 1981
 JE2081_MARK LOGO: NGS   
 JE2081_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2081+STABILITY: SURFACE MOTION
 JE2081
 JE2081  HISTORY     - Date     Condition        Report By
 JE2081  HISTORY     - 1981     MONUMENTED       NGS
 JE2081  HISTORY     - 19810401 GOOD             NGS
 JE2081
 JE2081                          STATION DESCRIPTION
 JE2081
 JE2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JE2081'IN THE SOUTHWEST PART OF OLATHE, 0.1 MILE (0.2 KM) SOUTH ALONG US
 JE2081'HIGHWAY 109 AND STATE HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE
 JE2081'HIGHWAY 35, THENCE LEFT AND EAST ALONG 151ST STREET FOR 0.9 MILE
 JE2081'(1.4 KM) TO THE MARK ON THE RIGHT, 110.6 FEET (33.7 M) EAST OF THE
 JE2081'SOUTHEAST CORNER OF A BLUE METAL BUILDING, 103 FEET (31.4 M) WEST OF
 JE2081'THE CENTERLINE OF A DRIVEWAY, 72.5 FEET (22.1 M) SOUTH OF THE
 JE2081'CENTERLINE OF 151ST STREET, 68.8 FEET (21.0 M) NORTH OF THE NORTHEAST
 JE2081'CORNER OF A SMALL, CONCRETE BLOCK HOUSE, 63.2 FEET (19.3 M) NORTHWEST
 JE2081'OF THE NORTHWEST CORNER OF A LARGE FRAME HOUSE, 132.1 FEET (40.3 M)
 JE2081'NORTHEAST OF OLATHE RM 1, 66.4 FEET (20.2 M) NORTH OF OLATHE 2 RM 3.
 JE2081
 JE2081                          STATION RECOVERY (1981)
 JE2081
 JE2081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JE2081'THE STATION IS IN THE SOUTHWEST PART OF OLATHE, IN THE NE 1/4, SEC 12,
 JE2081'T 14 S, R 23 E, 1.0 MILE (1.6 KM) EAST OF THE JUNCTION OF INTERSTATE
 JE2081'HIGHWAY AND U.S HIGHWAY 169 AND STATE HIGHWAY 7, 0.1 MILE (0.2 KM)
 JE2081'WEST OF THE JUNCTION OF RIDGEVIEW ROAD AND 151ST STREET, AND ON
 JE2081'PROPERTY OWNED BY JESS HALL, P.O.  BOX 188, OLATHE, KANSAS.  MR HALL
 JE2081'LIVES IN THE HOUSE AT THE STATION SITE.  TO REACH THE STATION FROM THE
 JE2081'JUNCTION OF INTERSTATE HIGHWAY 35 AND U.S HIGHWAY 69 AND STATE HIGHWAY
 JE2081'7, GO SOUTH ON THE U.S AND STATE HIGHWAY FOR 0.1 MILE (0.2 KM) TO
 JE2081'151ST STREET.  TURN LEFT AND GO EAST ON 151ST STREET FOR 0.9 MILE (1.4
 JE2081'KM) TO THE STATION ON THE RIGHT, JUST EAST OF THE HALL TRUCKING
 JE2081'COMPANY BUSINESS.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST
 JE2081'ON 151ST STREET FOR 0.1 MILE (0.2 KM) TO RIDGEVIEW ROAD.  TURN LEFT
 JE2081'AND GO NORTH TO RIDGEVIEW ROAD FOR 0.4 MILE (0.6 KM) TO THE MARK ON HE
 JE2081'RIGHT.  STATION MARKS ARE STANDARD DISKS, STAMPED --OLATHE 2 1981---.
 JE2081'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 JE2081'FLUSH.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 JE2081'THAT IS 3.8 FT (1.2 M) BELOW THE GROUND SURFACE.  THE MARKS ARE 110.6
 JE2081'FT (33.7 M) EAST OF THE SOUTHEAST CORNER OF A BLUE, METAL BUILDING,
 JE2081'103 FT (31.4 M) WEST OF THE CENTERLINE OF A DRIVEWAY, 72.5 FT (22.1 M)
 JE2081'SOUTH OF THE CENTERLINE OF 151ST STREET, 68.8 FT (21.0 M) NORTH OF THE
 JE2081'NORTHEAST CORNER OF A SMALL, CONCRETE BLOCK HOUSE AND 63.2 FT (19.3 M)
 JE2081'NORTHWEST OF THE NORTHWEST CORNER OF A LARGE WOOD FRAME FARM HOUSE.
 JE2081'MAGNETIC MATERIAL IN BOTH MARKS.  REFERENCE MARK 1 IS A STANDARD DISK,
 JE2081'STAMPED---OLATHE NO 1 1948---, SET IN THE TOP OF A SQUARE CONCRETE
 JE2081'POST THAT IS FLUSH.  IT IS 50.0 FT (15.2 M) SOUTH OF THE SOUTHEAST
 JE2081'CORNER OF THE BLUE BUILDING, 25.5 FT (7.8 M) SOUTHEAST OF THE NORTH
 JE2081'CORNER OF AN OLD, TIN, HANGAR BUILDING, 23.4 FT (7.1 M) WEST OF A
 JE2081'JUNCTION POWERLINE POLE, 18.5 FT (5.6 M) NORTH OF THE SOUTH CORNER OF
 JE2081'THE OLD HANGAR AND 8.8 FT (2.7 M) NORTHEAST OF THE NORTHEAST SIDE OF
 JE2081'THE OLD HANGAR.  REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---OLATHE
 JE2081'2 NO 3 1981---, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.
 JE2081'IT IS 12.0 FT (3.7 M) EAST-NORTHEAST OF THE CORNER OF THE CONCRETE
 JE2081'BLOCK HOUSE, 9.8 FT (3.0 M) WEST-NORTHWEST OF THE NORTHEAST CORNER OF
 JE2081'THIS HOUSE AND 2.5 FT (0.8 M) NORTH OF THE NORTH WALL OF THIS HOUSE.
 JE2081'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---OLATHE 2 1981---, SET
 JE2081'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 34.5 FT
 JE2081'(10.5 M) EAST OF THE CENTERLINE OF RIDGEVIEW ROAD, 2.0 FT (0.6 M)
 JE2081'NORTH OF A WITNESS POST AND 1 FOOT (0.3 M) WEST OF A FENCE.  SURFACE
 JE2081'STATION MARK AND REFERENCE MARK 1 AND 3 ARE BENCH MARKS ALSO,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2082 ***********************************************************************
 JE2082  DESIGNATION -  OLATHE 2 RM 3
 JE2082  PID         -  JE2082
 JE2082  STATE/COUNTY-  KS/JOHNSON
 JE2082  USGS QUAD   -  OCHELTREE (1991)
 JE2082
 JE2082                         *CURRENT SURVEY CONTROL
 JE2082  ___________________________________________________________________
 JE2082* NAD 83(1986)-  38 51 16.     (N)    094 47 59.     (W)     SCALED    
 JE2082* NAVD 88     -       331.50   (meters)    1087.6    (feet)  RESET     
 JE2082  ___________________________________________________________________
 JE2082  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE2082
 JE2082  VERT ORDER  -  THIRD
 JE2082
 JE2082.The horizontal coordinates were scaled from a topographic map and have
 JE2082.an estimated accuracy of +/- 6 seconds.
 JE2082
 JE2082.The orthometric height was computed from unverified reset data.
 JE2082
 JE2082.The geoid height was determined by GEOID03.
 JE2082
 JE2082;                    North         East    Units  Estimated Accuracy
 JE2082;SPC KS N     -    62,760.      677,730.      MT  (+/- 180 meters Scaled)
 JE2082
 JE2082                          SUPERSEDED SURVEY CONTROL
 JE2082
 JE2082.No superseded survey control is available for this station.
 JE2082
 JE2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD438021(NAD 83)
 JE2082_MARKER: DR = REFERENCE MARK DISK
 JE2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2082_SP_SET: CONCRETE POST
 JE2082_STAMPING: OLATHE 2 NO 3 1981
 JE2082_MARK LOGO: NGS   
 JE2082_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2082+STABILITY: SURFACE MOTION
 JE2082
 JE2082  HISTORY     - Date     Condition        Report By
 JE2082  HISTORY     - 1981     MONUMENTED       NGS
 JE2082
 JE2082                          STATION DESCRIPTION
 JE2082
 JE2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JE2082'IN THE SOUTHWEST PART OF OLATHE, 0.1 MILE (0.2 KM) SOUTH ALONG US
 JE2082'HIGHWAY 169 AND STATE HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE
 JE2082'HIGHWAY 35, THENCE LEFT AND EAST ALONG 151ST STREET FOR 0.9 MILE
 JE2082'(1.4 KM) TO THE MARK ON THE RIGHT AT A FARM HOUSE, AT STATION OLATHE
 JE2082'2, 12.0 FEET (3.7 M) EAST-NORTHEAST OF THE NORTHWEST CORNER OF A
 JE2082'SMALL CONCRETE BLOCK HOUSE, 9.8 FEET (3.0 M) WEST-NORTHWEST OF THE
 JE2082'NORTHEAST CORNER OF THIS HOUSE, 2.5 FEET (0.8 M) NORTH OF THE NORTH
 JE2082'WALL OF THE HOUSE, 66.4 FEET (20.2 M) SOUTH OF STATION 2, 115.2 FEET
 JE2082'(35.1 M) EAST OF OLATHE RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1365 ***********************************************************************
 JE1365  DESIGNATION -  OLATHE AZ MK
 JE1365  PID         -  JE1365
 JE1365  STATE/COUNTY-  KS/JOHNSON
 JE1365  USGS QUAD   -  OCHELTREE (1991)
 JE1365
 JE1365                         *CURRENT SURVEY CONTROL
 JE1365  ___________________________________________________________________
 JE1365* NAD 83(1986)-  38 51 16.     (N)    094 48 21.     (W)     SCALED    
 JE1365* NAVD 88     -       329.478  (meters)    1080.96   (feet)  ADJUSTED  
 JE1365  ___________________________________________________________________
 JE1365  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE1365  DYNAMIC HT  -         329.256 (meters)    1080.23  (feet)  COMP
 JE1365  MODELED GRAV-     979,945.5   (mgal)                       NAVD 88
 JE1365
 JE1365  VERT ORDER  -  SECOND    CLASS 0
 JE1365
 JE1365.The horizontal coordinates were scaled from a topographic map and have
 JE1365.an estimated accuracy of +/- 6 seconds.
 JE1365
 JE1365.The orthometric height was determined by differential leveling
 JE1365.and adjusted by the National Geodetic Survey in June 1991..
 JE1365
 JE1365.The geoid height was determined by GEOID03.
 JE1365
 JE1365.The dynamic height is computed by dividing the NAVD 88
 JE1365.geopotential number by the normal gravity value computed on the
 JE1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1365.degrees latitude (g = 980.6199 gals.).
 JE1365
 JE1365.The modeled gravity was interpolated from observed gravity values.
 JE1365
 JE1365;                    North         East    Units  Estimated Accuracy
 JE1365;SPC KS N     -    62,740.      677,200.      MT  (+/- 180 meters Scaled)
 JE1365
 JE1365                          SUPERSEDED SURVEY CONTROL
 JE1365
 JE1365  NGVD 29 (??/??/92)  329.352  (m)         1080.55   (f) ADJ UNCH    2 0
 JE1365
 JE1365.Superseded values are not recommended for survey control.
 JE1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1365.See file dsdata.txt to determine how the superseded data were derived.
 JE1365
 JE1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD433021(NAD 83)
 JE1365_MARKER: DZ = AZIMUTH MARK DISK
 JE1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1365_STAMPING: OLATHE 1948
 JE1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1365+STABILITY: SURFACE MOTION
 JE1365
 JE1365  HISTORY     - Date     Condition        Report By
 JE1365  HISTORY     - 1948     MONUMENTED       CGS
 JE1365  HISTORY     - 1974     GOOD             NGS
 JE1365  HISTORY     - 1974     GOOD             NGS
 JE1365
 JE1365                          STATION DESCRIPTION
 JE1365
 JE1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1365'0.7 MI E FROM OLATHE.
 JE1365'ABOUT 0.1 MILE SOUTH ALONG US HIGHWAY 169 AND STATE HIGHWAY 7 FROM ITS
 JE1365'JUNCTION WITH INTERSTATE HIGHWAY 35 WHICH IS AT THE SOUTH EDGE OF
 JE1365'OLATHE, THENCE 0.6 MILE EAST ALONG 151ST STREET, 0.3 MILE WEST OF THE
 JE1365'STATION, 181 FEET EAST OF A DRIVEWAY, 148 FEET EAST OF A NORTH-SOUTH
 JE1365'HEDGE ROW, 16 FEET NORTH OF THE APPROXIMATE CENTER OF ROAD, 1 FOOT
 JE1365'SOUTH OF A FENCE, AND 1 FOOT EAST OF A METAL WITNESS SIGN.  SET IN THE
 JE1365'TOP OF A CONCRETE POST PROJECTING 2-INCHES AND IS ABOUT 1 FOOT ABOVE
 JE1365'THE LEVEL OF THE ROAD.
 JE1365
 JE1365                          STATION RECOVERY (1974)
 JE1365
 JE1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1365'ABOUT 0.1 MILE SOUTH ALONG US HIGHWAY 169 AND STATE HIGHWAY 7 FROM ITS
 JE1365'JUNCTION WITH INTERSTATE HIGHWAY 35 WHICH IS AT THE SOUTH EDGE OF
 JE1365'OLATHE, THENCE 0.6 MILE EAST ALONG 151ST STREET, 0.3 MILE WEST OF THE
 JE1365'STATION, 181 FEET EAST OF A DRIVEWAY, 148 FEET EAST OF A NORTH-SOUTH
 JE1365'HEDGE ROW, 16 FEET NORTH OF THE APPROXIMATE CENTER OF ROAD, 1 FOOT
 JE1365'SOUTH OF A FENCE, AND 1 FOOT EAST OF A METAL WITNESS SIGN.  SET IN THE
 JE1365'TOP OF A CONCRETE POST PROJECTING 2-INCHES AND IS ABOUT 1 FOOT ABOVE
 JE1365'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2050 ***********************************************************************
 JE2050  DESIGNATION -  OLATHE CBL 0 EDMI CALIB A
 JE2050  PID         -  JE2050
 JE2050  STATE/COUNTY-  KS/JOHNSON
 JE2050  USGS QUAD   -  GARDNER (1991)
 JE2050
 JE2050                         *CURRENT SURVEY CONTROL
 JE2050  ___________________________________________________________________
 JE2050* NAD 83(1997)-  38 50 16.24008(N)    094 52 51.09150(W)     ADJUSTED  
 JE2050* NAVD 88     -       332.7    (meters)    1092.     (feet)  VERTCON   
 JE2050  ___________________________________________________________________
 JE2050  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JE2050  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 JE2050
 JE2050  HORZ ORDER  -  THIRD
 JE2050
 JE2050.This mark is at New Century Aircenter Airport (IXD)
 JE2050
 JE2050.The horizontal coordinates were established by classical geodetic methods
 JE2050.and adjusted by the National Geodetic Survey in October 1998..
 JE2050
 JE2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE2050
 JE2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2050
 JE2050.The geoid height was determined by GEOID03.
 JE2050
 JE2050;                    North         East     Units Scale Factor Converg.
 JE2050;SPC KS N     -    60,669.589   670,757.395   MT  0.99998265   +1 58 24.7
 JE2050;SPC KS S     -   647,081.229   714,169.014   MT  1.00006491   +2 13 26.6
 JE2050;UTM  15      - 4,300,462.913   336,755.725   MT  0.99992816   -1 10 47.2
 JE2050
 JE2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2050!SPC KS N     -   0.99995282  x   0.99998265  =   0.99993547
 JE2050!SPC KS S     -   0.99995282  x   1.00006491  =   1.00001772
 JE2050!UTM  15      -   0.99995282  x   0.99992816  =   0.99988098
 JE2050
 JE2050                          SUPERSEDED SURVEY CONTROL
 JE2050
 JE2050  NAD 83(1986)-  38 50 16.24764(N)    094 52 51.09222(W) AD(       ) 3
 JE2050  NAD 27      -  38 50 16.22128(N)    094 52 50.22400(W) AD(       ) 3
 JE2050  NGVD 29 (07/19/86)  332.6    (m)         1091.     (f) VERT ANG       
 JE2050
 JE2050.Superseded values are not recommended for survey control.
 JE2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2050.See file dsdata.txt to determine how the superseded data were derived.
 JE2050
 JE2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3675600463(NAD 83)
 JE2050_MARKER: DH = HORIZONTAL CONTROL DISK
 JE2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2050_SP_SET: CONCRETE POST
 JE2050_STAMPING: EDMI CALI BASE A 1975
 JE2050_MARK LOGO: NGS   
 JE2050_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JE2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2050+STABILITY: SURFACE MOTION
 JE2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE2050+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1992
 JE2050
 JE2050  HISTORY     - Date     Condition        Report By
 JE2050  HISTORY     - 1975     MONUMENTED       NGS
 JE2050  HISTORY     - 19920428 GOOD             NGS
 JE2050  HISTORY     - 19920630 GOOD             NGS
 JE2050
 JE2050                          STATION DESCRIPTION
 JE2050
 JE2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 JE2050'MARK IS A COMPONENT OF THE OLATHE CALIBRATION BASE LINE, LOCATED ABOUT
 JE2050'6.4 KM (4.0 MI) SOUTHWEST OF OLATHE AND 3.2 KM (2.0 MI) NORTHEAST OF
 JE2050'GARDNER, ALONG THE SOUTHEAST EDGE OF RUNWAY 04-22 AT THE JOHNSON
 JE2050'COUNTY INDUSTRIAL AIRPORT IN SECTION 17 T 14 S R 23 E (GARDNER 7.5
 JE2050'MIN QUAD).
 JE2050'FOR PERMISSION TO ENTER AIRPORT PROPERTY AND AN ESCORT TO THE MARK,
 JE2050'CONTACT MR. ROBERT FREDRICHS, DIRECTOR OF AVIATION, JOHNSON COUNTY
 JE2050'AIRPORT COMMISSION, ONE INDUSTRIAL PARKWAY, INDUSTRIAL AIRPORT, KS
 JE2050'66031.  TELEPHONE (913) 782-5335.
 JE2050'TO REACH THE AIRPORT COMMISSION OFFICE FROM THE JUNCTION OF U.S.
 JE2050'HIGHWAY 56 AND INTERSTATE HIGHWAY 35 (EXIT 210), LOCATED ABOUT 9.6 KM
 JE2050'(6.0 MI) SOUTHWEST OF OLATHE, GO WEST ON STATE HIGHWAY 56 FOR 1.4 KM
 JE2050'(0.9 MI) TO THE OFF RAMP FOR INDUSTRIAL PARKWAY ON THE RIGHT.  TAKE
 JE2050'THE OFF RAMP ONTO INDUSTRIAL PARKWAY AND GO NORTHERLY FOR 3.0 KM
 JE2050'(1.9 MI) TO THE AIRPORT COMMISSION OFFICE ON THE RIGHT.
 JE2050'MARK IS SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST
 JE2050'RECESSED 10 CM (4 IN) BELOW GROUND SURFACE.  IT IS 79.8 M (261.8 FT)
 JE2050'EAST-NORTHEAST OF THE NORTHEAST CORNER OF RUNWAY 04-22, 23.5 M
 JE2050'(77.1 FT) NORTHEAST OF THE CENTERLINE OF A GRAVEL ROAD, 6.1 M
 JE2050'(20.0 FT) WEST OF A CHAIN LINK FENCE POST STAMPED W.P. AND 2.4 M
 JE2050'(7.9 FT) WEST OF THE CENTERLINE OF A GRAVEL ROAD.
 JE2050'FOR MORE INFORMATION CONTACT MR. MONROE RIVERS, KANSAS DEPARTMENT OF
 JE2050'TRANSPORTATION, SURVEY SECTION, BUREAU OF DESIGN, DOCKING STATE
 JE2050'OFFICE BUILDING, TOPEKA, KS 66612.  TELEPHONE (913) 296-6835.
 JE2050
 JE2050                          STATION RECOVERY (1992)
 JE2050
 JE2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JE2050'THE STATION IS LOCATED AT THE JOHNSON COUNTY INDUSTRIAL AIRPORT 291.9
 JE2050'FT (89.0 M) EAST OF THE CENTERLINE END OF RUNWAY 22, 139.6 FT (42.6 M)
 JE2050'SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 4-22 EXTENDED, 20 FT (6.1 M)
 JE2050'SOUTHWEST OF A CHAIN-LINK FENCE AND 5 FT (1.5 M) SOUTHWEST OF THE
 JE2050'CENTER OF A GRAVEL ROAD.  THE STATION IS A STANDARD NGS HORIZONTAL
 JE2050'DISK STAMPED EDMI CALI BASE A 1975 SET IN THE TOP OF A CONCRETE
 JE2050'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2051 ***********************************************************************
 JE2051  DESIGNATION -  OLATHE CBL 1433 EDMI CALIB D
 JE2051  PID         -  JE2051
 JE2051  STATE/COUNTY-  KS/JOHNSON
 JE2051  USGS QUAD   -  GARDNER (1991)
 JE2051
 JE2051                         *CURRENT SURVEY CONTROL
 JE2051  ___________________________________________________________________
 JE2051* NAD 83(1997)-  38 49 44.51210(N)    094 53 34.55094(W)     ADJUSTED  
 JE2051* NAVD 88     -       324.6    (meters)    1065.     (feet)  VERTCON   
 JE2051  ___________________________________________________________________
 JE2051  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 JE2051  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 JE2051
 JE2051  HORZ ORDER  -  THIRD
 JE2051
 JE2051.This mark is at New Century Aircenter Airport (IXD)
 JE2051
 JE2051.The horizontal coordinates were established by classical geodetic methods
 JE2051.and adjusted by the National Geodetic Survey in October 1998..
 JE2051
 JE2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE2051
 JE2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2051
 JE2051.The geoid height was determined by GEOID03.
 JE2051
 JE2051;                    North         East     Units Scale Factor Converg.
 JE2051;SPC KS N     -    59,655.768   669,743.453   MT  0.99998377   +1 57 57.2
 JE2051;SPC KS S     -   646,062.900   713,159.435   MT  1.00006244   +2 12 59.9
 JE2051;UTM  15      - 4,299,506.450   335,687.608   MT  0.99993247   -1 11 13.7
 JE2051
 JE2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2051!SPC KS N     -   0.99995409  x   0.99998377  =   0.99993786
 JE2051!SPC KS S     -   0.99995409  x   1.00006244  =   1.00001652
 JE2051!UTM  15      -   0.99995409  x   0.99993247  =   0.99988656
 JE2051
 JE2051:                Primary Azimuth Mark                     Grid Az
 JE2051:SPC KS N     -  OLATHE CBL 0 EDMI CALIB A                045 00 12.5
 JE2051:SPC KS S     -  OLATHE CBL 0 EDMI CALIB A                044 45 09.8
 JE2051:UTM  15      -  OLATHE CBL 0 EDMI CALIB A                048 09 23.4
 JE2051
 JE2051|---------------------------------------------------------------------|
 JE2051| PID    Reference Object                     Distance      Geod. Az  |
 JE2051|                                                           dddmmss.s |
 JE2051| JE2050 OLATHE CBL 0 EDMI CALIB A           APPROX. 1.4 KM 0465809.7 |
 JE2051| JE2043 GARDNER MUNICIPAL TANK              APPROX. 3.3 KM 2334914.6 |
 JE2051| JE2046 OLATHE NAVAL AIR STA BEACON         APPROX. 0.8 KM 3484003.3 |
 JE2051| JE2047 THOMAS                              APPROX. 1.2 KM 3534551.5 |
 JE2051| JE2052 THOMAS 2                            APPROX. 1.2 KM 3543638.6 |
 JE2051|---------------------------------------------------------------------|
 JE2051
 JE2051                          SUPERSEDED SURVEY CONTROL
 JE2051
 JE2051  NAD 83(1986)-  38 49 44.51967(N)    094 53 34.55167(W) AD(       ) 3
 JE2051  NAD 27      -  38 49 44.49299(N)    094 53 33.68236(W) AD(       ) 3
 JE2051  NGVD 29 (07/19/86)  324.5    (m)         1065.     (f) VERT ANG       
 JE2051
 JE2051.Superseded values are not recommended for survey control.
 JE2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2051.See file dsdata.txt to determine how the superseded data were derived.
 JE2051
 JE2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3568899506(NAD 83)
 JE2051_MARKER: DH = HORIZONTAL CONTROL DISK
 JE2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2051_SP_SET: CONCRETE POST
 JE2051_STAMPING: EDMI CALI BASE D 1975
 JE2051_MARK LOGO: NGS   
 JE2051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JE2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE2051+STABILITY: SURFACE MOTION
 JE2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE2051+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1992
 JE2051
 JE2051  HISTORY     - Date     Condition        Report By
 JE2051  HISTORY     - 1975     MONUMENTED       NGS
 JE2051  HISTORY     - 19920428 MARK NOT FOUND   NGS
 JE2051  HISTORY     - 19920630 GOOD             NGS
 JE2051
 JE2051                          STATION DESCRIPTION
 JE2051
 JE2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 JE2051'MARK IS A COMPONENT OF THE OLATHE CALIBRATION BASE LINE, LOCATED ABOUT
 JE2051'6.4 KM (4.0 MI) SOUTHWEST OF OLATHE AND 3.2 KM (2.0 MI) NORTHEAST OF
 JE2051'GARDNER, ALONG THE SOUTHEAST EDGE OF RUNWAY 04-22 AT THE JOHNSON
 JE2051'COUNTY INDUSTRIAL AIRPORT IN SECTION 18 T 14 S R 23 E (GARDNER 7.5
 JE2051'MIN QUAD).
 JE2051'FOR PERMISSION TO ENTER AIRPORT PROPERTY AND AN ESCORT TO THE MARK,
 JE2051'CONTACT MR. ROBERT FREDRICHS, DIRECTOR OF AVIATION, JOHNSON COUNTY
 JE2051'AIRPORT COMMISSION, ONE INDUSTRIAL PARKWAY, INDUSTRIAL AIRPORT, KS
 JE2051'66031.  TELEPHONE (913) 782-5335.
 JE2051'TO REACH THE AIRPORT COMMISSION OFFICE FROM THE JUNCTION OF U.S.
 JE2051'HIGHWAY 56 AND INTERSTATE HIGHWAY 35 (EXIT 210), LOCATED ABOUT 9.6 KM
 JE2051'(6.0 MI) SOUTHWEST OF OLATHE, GO WEST ON STATE HIGHWAY 56 FOR 1.4 KM
 JE2051'(0.9 MI) TO THE OFF RAMP FOR INDUSTRIAL PARKWAY ON THE RIGHT.  TAKE
 JE2051'THE OFF RAMP ONTO INDUSTRIAL PARKWAY AND GO NORTHERLY FOR 3.0 KM
 JE2051'(1.9 MI) TO THE AIRPORT COMMISSION OFFICE ON THE RIGHT.
 JE2051'THIS MARK WAS SEARCHED FOR BUT NOT FOUND.  ITS APPROXIMATE POSTION,
 JE2051'ESTABLISHED VIA OTHER MARKS ON THE OLATHE BASE LINE, IS 45 M
 JE2051'(147.6 FT) SOUTHEAST OF THE EXTENDED SOUTHEAST EDGE OF RUNWAY 04-22
 JE2051'AND 24 M (78.7 FT) EAST OF THE EAST EDGE OF A TAXIWAY LEADING TO
 JE2051'RUNWAY 17-35.  AT THIS LOCATION A CONCRETE POST WAS UNCOVERED AT THE
 JE2051'DEPTH OF 15 CM (6 IN).  BUT ITS TOP WAS SHEARED OFF, AND NEITHER THE
 JE2051'BRASS DISK NOR EVIDENCE OF THE DISK WAS FOUND.
 JE2051'FOR MORE INFORMATION CONTACT MR. MONROE RIVERS, KANSAS DEPARTMENT OF
 JE2051'TRANSPORTATION, SURVEY SECTION, BUREAU OF DESIGN, DOCKING STATE
 JE2051'OFFICE BUILDING, TOPEKA, KS 66612. TELEPHONE (913) 296-6835.
 JE2051
 JE2051                          STATION RECOVERY (1992)
 JE2051
 JE2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JE2051'THE STATION IS LOCATED ON THE CENTRAL PORTION OF JOHNSON COUNTY
 JE2051'INDUSTRIAL AIRPORT JUST SOUTHEAST OF PAVED RADIUS CONNECTING EAST EDGE
 JE2051'OF NORTH-SOUTH TAXIWAY AND SOUTHEAST EDGE OF RUNWAY 4-22, 246.3 FT
 JE2051'(75.1 M) NORTHWEST OF ARP K90 1976, 100.49 FT (30.63 M) SOUTHWEST OF
 JE2051'EASTERLY OF TWO TAXIWAY LIGHTS, 45.58 FT (13.89 M) SOUTHEAST OF THE
 JE2051'SOUTHEAST EDGE OF RUNWAY 4-22 AND 23.95 FT (7.30 M) SOUTH OF THE
 JE2051'WESTERLY OF TWO TAXIWAY LIGHTS.  THE STATION IS A STANDARD NGS
 JE2051'HORIZONTAL DISK STAMPED EDMI CALI BASE D 1975 SET IN THE TOP OF A
 JE2051'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2029 ***********************************************************************
 JE2029  DESIGNATION -  OLATHE FAA ARTCC MAST
 JE2029  PID         -  JE2029
 JE2029  STATE/COUNTY-  KS/JOHNSON
 JE2029  USGS QUAD   -  OLATHE (1991)
 JE2029
 JE2029                         *CURRENT SURVEY CONTROL
 JE2029  ___________________________________________________________________
 JE2029* NAD 83(1997)-  38 52 47.99999(N)    094 47 28.05392(W)     ADJUSTED  
 JE2029* NAVD 88     -                                                        
 JE2029  ___________________________________________________________________
 JE2029  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 JE2029  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE2029
 JE2029  HORZ ORDER  -  THIRD
 JE2029
 JE2029.The horizontal coordinates were established by classical geodetic methods
 JE2029.and adjusted by the National Geodetic Survey in October 1998..
 JE2029
 JE2029
 JE2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2029
 JE2029.The geoid height was determined by GEOID03.
 JE2029
 JE2029;                    North         East     Units Scale Factor Converg.
 JE2029;SPC KS N     -    65,618.516   678,377.641   MT  0.99997766   +2 01 49.1
 JE2029;SPC KS S     -   652,063.774   721,768.308   MT  1.00007702   +2 16 45.1
 JE2029;UTM  15      - 4,304,984.765   344,636.190   MT  0.99989723   -1 07 28.2
 JE2029
 JE2029                          SUPERSEDED SURVEY CONTROL
 JE2029
 JE2029  NAD 83(1986)-  38 52 48.00742(N)    094 47 28.05367(W) AD(       ) 4
 JE2029  NAD 27      -  38 52 47.98115(N)    094 47 27.19385(W) AD(       ) 3
 JE2029
 JE2029.Superseded values are not recommended for survey control.
 JE2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2029.See file dsdata.txt to determine how the superseded data were derived.
 JE2029
 JE2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4463604985(NAD 83)
 JE2029_MARKER: 42 = RADIO/TV MAST
 JE2029
 JE2029  HISTORY     - Date     Condition        Report By
 JE2029  HISTORY     - 1963     FIRST OBSERVED   CGS
 JE2029  HISTORY     - 1974     GOOD             NGS
 JE2029
 JE2029                          STATION DESCRIPTION
 JE2029
 JE2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JE2029'THIS MAST IS LOCATED AT THE FEDERAL AVIATION CONTROL BUILDING
 JE2029'AT THE EAST EDGE OF THE TOWN OF OLATHE AND IS USED AS A RADAR
 JE2029'MICRO-WAVE RELAY TOWER.  THE TOWER IS 133 FEET IN HEIGHT
 JE2029'AND 22 FEET SQUARE AT THE BASE AND THE FOUR-LEGGED TOWER OR
 JE2029'MAST IS PAINTED RED AND WHITE.
 JE2029'
 JE2029'THIS TOWER WAS INTERSECTED FROM TRIANGULATION STATIONS BONITA,
 JE2029'OLATHE, AND M 7.
 JE2029
 JE2029                          STATION RECOVERY (1974)
 JE2029
 JE2029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE2029'OLATHE, FAA ARTCC MICROWAVE TOWER WAS RECOVERED AS DESCRIBED.
 JE2029'
 JE2029'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OLATHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2028 ***********************************************************************
 JE2028  DESIGNATION -  OLATHE JOHNSON CO CTHSE FLAG
 JE2028  PID         -  JE2028
 JE2028  STATE/COUNTY-  KS/JOHNSON
 JE2028  USGS QUAD   -  OLATHE (1991)
 JE2028
 JE2028                         *CURRENT SURVEY CONTROL
 JE2028  ___________________________________________________________________
 JE2028* NAD 83(1997)-  38 52 58.66544(N)    094 49 12.12209(W)     ADJUSTED  
 JE2028* NAVD 88     -                                                        
 JE2028  ___________________________________________________________________
 JE2028  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 JE2028  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE2028
 JE2028  HORZ ORDER  -  THIRD
 JE2028
 JE2028.The horizontal coordinates were established by classical geodetic methods
 JE2028.and adjusted by the National Geodetic Survey in October 1998..
 JE2028
 JE2028
 JE2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2028
 JE2028.The geoid height was determined by GEOID03.
 JE2028
 JE2028;                    North         East     Units Scale Factor Converg.
 JE2028;SPC KS N     -    65,858.731   675,859.305   MT  0.99997733   +2 00 43.2
 JE2028;SPC KS S     -   652,293.057   719,248.700   MT  1.00007790   +2 15 41.2
 JE2028;UTM  15      - 4,305,363.179   342,135.079   MT  0.99990688   -1 08 33.8
 JE2028
 JE2028                          SUPERSEDED SURVEY CONTROL
 JE2028
 JE2028  NAD 83(1986)-  38 52 58.67332(N)    094 49 12.12219(W) AD(       ) 4
 JE2028  NAD 27      -  38 52 58.64796(N)    094 49 11.25873(W) AD(       ) 3
 JE2028
 JE2028.Superseded values are not recommended for survey control.
 JE2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2028.See file dsdata.txt to determine how the superseded data were derived.
 JE2028
 JE2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4213505363(NAD 83)
 JE2028_MARKER: 83 = FLAGSTAFF
 JE2028
 JE2028  HISTORY     - Date     Condition        Report By
 JE2028  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE2028
 JE2028                          STATION DESCRIPTION
 JE2028
 JE2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2028'LOCATED NEAR THE NORTHWEST CORNER OF THE SQUARE, JUST SOUTH OF
 JE2028'SANTA FE STREET AND EAST OF KANSAS AVENUE.
 JE2028'
 JE2028'IT IS A RED BRICK BUILDING WITH A GRAY PAINTED SPIRE WITH THE
 JE2028'FLAGSTAFF ATOP THE SPIRE.  THE HEIGHT IS ABOUT 150 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2034 ***********************************************************************
 JE2034  DESIGNATION -  OLATHE JOHNSON CO RAD MAST
 JE2034  PID         -  JE2034
 JE2034  STATE/COUNTY-  KS/JOHNSON
 JE2034  USGS QUAD   -  OLATHE (1991)
 JE2034
 JE2034                         *CURRENT SURVEY CONTROL
 JE2034  ___________________________________________________________________
 JE2034* NAD 83(1997)-  38 52 58.63513(N)    094 49 11.38352(W)     ADJUSTED  
 JE2034* NAVD 88     -                                                        
 JE2034  ___________________________________________________________________
 JE2034  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 JE2034  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE2034
 JE2034  HORZ ORDER  -  THIRD
 JE2034
 JE2034.The horizontal coordinates were established by classical geodetic methods
 JE2034.and adjusted by the National Geodetic Survey in October 1998..
 JE2034
 JE2034
 JE2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2034
 JE2034.The geoid height was determined by GEOID03.
 JE2034
 JE2034;                    North         East     Units Scale Factor Converg.
 JE2034;SPC KS N     -    65,858.422   675,877.128   MT  0.99997733   +2 00 43.7
 JE2034;UTM  15      - 4,305,361.890   342,152.857   MT  0.99990681   -1 08 33.4
 JE2034
 JE2034                          SUPERSEDED SURVEY CONTROL
 JE2034
 JE2034  NAD 83(1986)-  38 52 58.64297(N)    094 49 11.38326(W) AD(       ) 4
 JE2034  NAD 27      -  38 52 58.61748(N)    094 49 10.51991(W) AD(       ) 3
 JE2034
 JE2034.Superseded values are not recommended for survey control.
 JE2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2034.See file dsdata.txt to determine how the superseded data were derived.
 JE2034
 JE2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4215305362(NAD 83)
 JE2034_MARKER: 42 = RADIO/TV MAST
 JE2034
 JE2034  HISTORY     - Date     Condition        Report By
 JE2034  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE2034  HISTORY     - 20060121 GOOD             GEOCAC
 JE2034
 JE2034                          STATION DESCRIPTION
 JE2034
 JE2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE2034'OLATHE, JOHNSON COUNTY KRM RADIO MAST IS OPERATED BY THE SHERIFFS
 JE2034'DEPARTMENT.  IT IS A TRIANGULAR SHAPED STEEL MAST, 70.5 FEET HIGH,
 JE2034'ATOP THE COURT HOUSE AND THE OVERALL HEIGHT OF THE 10 STORY COURT
 JE2034'HOUSE AND THE MAST IS 160.5 FEET.
 JE2034'
 JE2034'STATION IS THE LIGHT ATOP THE MAST AND IS LOCATED ATOP THE COURT
 JE2034'HOUSE DOWNTOWN OLATHE.
 JE2034
 JE2034                          STATION RECOVERY (2006)
 JE2034
 JE2034'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE2034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2046 ***********************************************************************
 JE2046  DESIGNATION -  OLATHE NAVAL AIR STA BEACON
 JE2046  PID         -  JE2046
 JE2046  STATE/COUNTY-  KS/JOHNSON
 JE2046  USGS QUAD   -  GARDNER (1991)
 JE2046
 JE2046                         *CURRENT SURVEY CONTROL
 JE2046  ___________________________________________________________________
 JE2046* NAD 83(1997)-  38 50 10.10538(N)    094 53 41.10883(W)     ADJUSTED  
 JE2046* NAVD 88     -                                                        
 JE2046  ___________________________________________________________________
 JE2046  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 JE2046  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 JE2046
 JE2046  HORZ ORDER  -  THIRD
 JE2046
 JE2046.This mark is at New Century Aircenter Airport (IXD)
 JE2046
 JE2046.The horizontal coordinates were established by classical geodetic methods
 JE2046.and adjusted by the National Geodetic Survey in October 1998..
 JE2046
 JE2046
 JE2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2046
 JE2046.The geoid height was determined by GEOID03.
 JE2046
 JE2046;                    North         East     Units Scale Factor Converg.
 JE2046;SPC KS N     -    60,439.080   669,558.310   MT  0.99998287   +1 57 53.0
 JE2046;SPC KS S     -   646,845.457   712,970.851   MT  1.00006443   +2 12 55.9
 JE2046;UTM  15      - 4,300,298.720   335,545.839   MT  0.99993304   -1 11 18.4
 JE2046
 JE2046                          SUPERSEDED SURVEY CONTROL
 JE2046
 JE2046  NAD 83(1986)-  38 50 10.11291(N)    094 53 41.10944(W) AD(       ) 4
 JE2046  NAD 27      -  38 50 10.08813(N)    094 53 40.23927(W) AD(       ) 3
 JE2046
 JE2046.Superseded values are not recommended for survey control.
 JE2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2046.See file dsdata.txt to determine how the superseded data were derived.
 JE2046
 JE2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3554600299(NAD 83)
 JE2046_MARKER: 21 = AIRPORT BEACON
 JE2046
 JE2046  HISTORY     - Date     Condition        Report By
 JE2046  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE2046  HISTORY     - 1974     GOOD             NGS
 JE2046  HISTORY     - 1980     GOOD             NGS
 JE2046  HISTORY     - 19920630 GOOD             NGS
 JE2046  HISTORY     - 20051015 GOOD             GEOCAC
 JE2046
 JE2046                          STATION DESCRIPTION
 JE2046
 JE2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2046'THE STATION IS THE AIRWAY BEACON ON THE NORTHEAST CORNER OF THE
 JE2046'TOP OF THE CONTROL TOWER OF THE OLATHE NAVAL AIR STATION.  IT IS
 JE2046'A REVOLVING WHITE AND GREEN LIGHT.  POINT OBSERVED UPON,
 JE2046'CENTER OF THE REVOLVING LIGHT.  IT IS LOCATED ABOUT 6.0 MILES
 JE2046'SOUTHWEST OF OLATHE.
 JE2046
 JE2046                          STATION RECOVERY (1974)
 JE2046
 JE2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE2046'OLATHE, NAVAL AIR STATION BEACON WAS RECOVERED IN GOOD CONDITION BUT
 JE2046'IT IS NOW THE JOHNSON COUNTY INDUSTRIAL AIRPORT BEACON.  THE NAVAL
 JE2046'AIR STATION IS NO LONGER IN OPERATION.
 JE2046'
 JE2046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES
 JE2046'SOUTHWEST.
 JE2046
 JE2046                          STATION RECOVERY (1980)
 JE2046
 JE2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 JE2046'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JE2046'
 JE2046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES SW OF
 JE2046'OLATHE AT JOHNSON COUNTY INDUSTRIAL AIRPORT.
 JE2046
 JE2046                          STATION RECOVERY (1992)
 JE2046
 JE2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JE2046'THE STATION IS LOCATED ATOP THE NORTHEAST CORNER OF THE CONTROL TOWER
 JE2046'NO LONGER IN OPERATION.  IT IS A REVOLVING WHITE AND GREEN LIGHT.
 JE2046
 JE2046                          STATION RECOVERY (2005)
 JE2046
 JE2046'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE2046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1367 ***********************************************************************
 JE1367  DESIGNATION -  OLATHE RM 1
 JE1367  PID         -  JE1367
 JE1367  STATE/COUNTY-  KS/JOHNSON
 JE1367  USGS QUAD   -  OCHELTREE (1991)
 JE1367
 JE1367                         *CURRENT SURVEY CONTROL
 JE1367  ___________________________________________________________________
 JE1367* NAD 83(1986)-  38 51 16.     (N)    094 48 00.     (W)     SCALED    
 JE1367* NAVD 88     -       331.273  (meters)    1086.85   (feet)  ADJUSTED  
 JE1367  ___________________________________________________________________
 JE1367  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE1367  DYNAMIC HT  -         331.050 (meters)    1086.12  (feet)  COMP
 JE1367  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 JE1367
 JE1367  VERT ORDER  -  SECOND    CLASS 0
 JE1367
 JE1367.The horizontal coordinates were scaled from a topographic map and have
 JE1367.an estimated accuracy of +/- 6 seconds.
 JE1367
 JE1367.The orthometric height was determined by differential leveling
 JE1367.and adjusted by the National Geodetic Survey in June 1991..
 JE1367
 JE1367.The geoid height was determined by GEOID03.
 JE1367
 JE1367.The dynamic height is computed by dividing the NAVD 88
 JE1367.geopotential number by the normal gravity value computed on the
 JE1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1367.degrees latitude (g = 980.6199 gals.).
 JE1367
 JE1367.The modeled gravity was interpolated from observed gravity values.
 JE1367
 JE1367;                    North         East    Units  Estimated Accuracy
 JE1367;SPC KS N     -    62,760.      677,710.      MT  (+/- 180 meters Scaled)
 JE1367
 JE1367                          SUPERSEDED SURVEY CONTROL
 JE1367
 JE1367  NGVD 29 (??/??/92)  331.147  (m)         1086.44   (f) ADJ UNCH    2 0
 JE1367
 JE1367.Superseded values are not recommended for survey control.
 JE1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1367.See file dsdata.txt to determine how the superseded data were derived.
 JE1367
 JE1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD438021(NAD 83)
 JE1367_MARKER: DR = REFERENCE MARK DISK
 JE1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1367_STAMPING: OLATHE NO 1 1948
 JE1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1367+STABILITY: SURFACE MOTION
 JE1367
 JE1367  HISTORY     - Date     Condition        Report By
 JE1367  HISTORY     - 1948     MONUMENTED       CGS
 JE1367  HISTORY     - 1974     GOOD             NGS
 JE1367
 JE1367                          STATION DESCRIPTION
 JE1367
 JE1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1367'1.0 MI E FROM OLATHE.
 JE1367'AT THE OLATHE STATION SITE, 145.27 FEET SOUTHWEST OF THE STATION, 8.0
 JE1367'FEET NORTHEAST OF A HANGER, AND 2 FEET SOUTH OF A POWER LINE POLE. SET
 JE1367'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT LEVEL
 JE1367'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1366 ***********************************************************************
 JE1366  DESIGNATION -  OLATHE RM 2
 JE1366  PID         -  JE1366
 JE1366  STATE/COUNTY-  KS/JOHNSON
 JE1366  USGS QUAD   -  OCHELTREE (1991)
 JE1366
 JE1366                         *CURRENT SURVEY CONTROL
 JE1366  ___________________________________________________________________
 JE1366* NAD 83(1986)-  38 51 16.     (N)    094 48 00.     (W)     SCALED    
 JE1366* NAVD 88     -       331.748  (meters)    1088.41   (feet)  ADJUSTED  
 JE1366  ___________________________________________________________________
 JE1366  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE1366  DYNAMIC HT  -         331.525 (meters)    1087.68  (feet)  COMP
 JE1366  MODELED GRAV-     979,945.1   (mgal)                       NAVD 88
 JE1366
 JE1366  VERT ORDER  -  SECOND    CLASS 0
 JE1366
 JE1366.The horizontal coordinates were scaled from a topographic map and have
 JE1366.an estimated accuracy of +/- 6 seconds.
 JE1366
 JE1366.The orthometric height was determined by differential leveling
 JE1366.and adjusted by the National Geodetic Survey in June 1991..
 JE1366
 JE1366.The geoid height was determined by GEOID03.
 JE1366
 JE1366.The dynamic height is computed by dividing the NAVD 88
 JE1366.geopotential number by the normal gravity value computed on the
 JE1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1366.degrees latitude (g = 980.6199 gals.).
 JE1366
 JE1366.The modeled gravity was interpolated from observed gravity values.
 JE1366
 JE1366;                    North         East    Units  Estimated Accuracy
 JE1366;SPC KS N     -    62,760.      677,710.      MT  (+/- 180 meters Scaled)
 JE1366
 JE1366                          SUPERSEDED SURVEY CONTROL
 JE1366
 JE1366  NGVD 29 (??/??/92)  331.623  (m)         1088.00   (f) ADJ UNCH    2 0
 JE1366
 JE1366.Superseded values are not recommended for survey control.
 JE1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1366.See file dsdata.txt to determine how the superseded data were derived.
 JE1366
 JE1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD438021(NAD 83)
 JE1366_MARKER: DR = REFERENCE MARK DISK
 JE1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1366_STAMPING: OLATHE NO 2 1948
 JE1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1366+STABILITY: SURFACE MOTION
 JE1366
 JE1366  HISTORY     - Date     Condition        Report By
 JE1366  HISTORY     - 1948     MONUMENTED       CGS
 JE1366  HISTORY     - 1974     GOOD             NGS
 JE1366
 JE1366                          STATION DESCRIPTION
 JE1366
 JE1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1366'1.0 MI E FROM OLATHE.
 JE1366'AT THE OLATHE STATION SITE, 67.82 FEET NORTHWEST OF THE STATION, 18
 JE1366'FEET NORTH OF THE APPROXIMATE CENTER OF 151ST STREET, AND 0.8 FOOT
 JE1366'SOUTH OF A FENCE.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JE1366'GROUND AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0619 ***********************************************************************
 JG0619  DESIGNATION -  OLD STATE HIGHWAY
 JG0619  PID         -  JG0619
 JG0619  STATE/COUNTY-  KS/NESS
 JG0619  USGS QUAD   -  RANSOM (1980)
 JG0619
 JG0619                         *CURRENT SURVEY CONTROL
 JG0619  ___________________________________________________________________
 JG0619* NAD 83(1986)-  38 39 50.     (N)    099 55 02.     (W)     SCALED    
 JG0619* NAVD 88     -       755.672  (meters)    2479.23   (feet)  ADJUSTED  
 JG0619  ___________________________________________________________________
 JG0619  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 JG0619  DYNAMIC HT  -         755.076 (meters)    2477.28  (feet)  COMP
 JG0619  MODELED GRAV-     979,814.4   (mgal)                       NAVD 88
 JG0619
 JG0619  VERT ORDER  -  SECOND    CLASS 0
 JG0619
 JG0619.The horizontal coordinates were scaled from a topographic map and have
 JG0619.an estimated accuracy of +/- 6 seconds.
 JG0619
 JG0619.The orthometric height was determined by differential leveling
 JG0619.and adjusted by the National Geodetic Survey in June 1991..
 JG0619
 JG0619.The geoid height was determined by GEOID03.
 JG0619
 JG0619.The dynamic height is computed by dividing the NAVD 88
 JG0619.geopotential number by the normal gravity value computed on the
 JG0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0619.degrees latitude (g = 980.6199 gals.).
 JG0619
 JG0619.The modeled gravity was interpolated from observed gravity values.
 JG0619
 JG0619;                    North         East    Units  Estimated Accuracy
 JG0619;SPC KS S     -   622,610.      276,660.      MT  (+/- 180 meters Scaled)
 JG0619
 JG0619                          SUPERSEDED SURVEY CONTROL
 JG0619
 JG0619  NGVD 29 (??/??/92)  755.375  (m)         2478.26   (f) ADJ UNCH    2 0
 JG0619
 JG0619.Superseded values are not recommended for survey control.
 JG0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0619.See file dsdata.txt to determine how the superseded data were derived.
 JG0619
 JG0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH202798(NAD 83)
 JG0619_MARKER: Q = CHISELED SQUARE
 JG0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0619_SP_SET: CULVERT
 JG0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0619
 JG0619  HISTORY     - Date     Condition        Report By
 JG0619  HISTORY     - UNK      MONUMENTED       KSHC
 JG0619  HISTORY     - 1940     GOOD             NGS
 JG0619
 JG0619                          STATION DESCRIPTION
 JG0619
 JG0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0619'2.5 MI NE FROM RANSOM.
 JG0619'TO REACH FROM THE RED BRICK SCHOOLHOUSE IN RANSOM, PROCEED
 JG0619'EASTERLY ALONG A GRAVELED ROAD, GO 0.8 MILE, TURN LEFT (NORTH)
 JG0619'ON GRAVELED ROAD (FORMERLY STATE HIGHWAY NO. 21), GO 1.7 MILES.
 JG0619'BENCH MARK IS ACROSS THE ROAD FROM AN OLD GOLF COURSE.  10 FEET
 JG0619'WEST OF THE CENTER LINE OF THE ROAD.  1.0 FOOT ABOVE THE SURFACE
 JG0619'OF THE ROAD.  ON TOP OF THE CENTER OF THE WEST CONCRETE HEADWALL
 JG0619'OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0678 ***********************************************************************
 KG0678  DESIGNATION -  OLD WELL 2 RESET
 KG0678  PID         -  KG0678
 KG0678  STATE/COUNTY-  KS/SMITH
 KG0678  USGS QUAD   -  DOWNS NORTH (1980)
 KG0678
 KG0678                         *CURRENT SURVEY CONTROL
 KG0678  ___________________________________________________________________
 KG0678* NAD 83(1997)-  39 36 42.79484(N)    098 33 59.46788(W)     ADJUSTED  
 KG0678* NAVD 88     -       549.8    (meters)    1804.     (feet)  VERTCON   
 KG0678  ___________________________________________________________________
 KG0678  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 KG0678  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 KG0678
 KG0678  HORZ ORDER  -  FIRST
 KG0678
 KG0678.The horizontal coordinates were established by classical geodetic methods
 KG0678.and adjusted by the National Geodetic Survey in October 1998..
 KG0678
 KG0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0678
 KG0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0678
 KG0678.The geoid height was determined by GEOID03.
 KG0678
 KG0678;                    North         East     Units Scale Factor Converg.
 KG0678;SPC KS N     -   142,089.279   351,351.449   MT  0.99997668   -0 21 30.4
 KG0678;UTM  14      - 4,384,771.716   537,210.520   MT  0.99961705   +0 16 35.0
 KG0678
 KG0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0678!SPC KS N     -   0.99991786  x   0.99997668  =   0.99989454
 KG0678!UTM  14      -   0.99991786  x   0.99961705  =   0.99953494
 KG0678
 KG0678|---------------------------------------------------------------------|
 KG0678| PID    Reference Object                     Distance      Geod. Az  |
 KG0678|                                                           dddmmss.s |
 KG0678| CN9386 OLD WELL 2 RM 1                      24.147 METERS 01751     |
 KG0678| CN9387 OLD WELL 2 RM 2                      17.395 METERS 08132     |
 KG0678| CN9385 OLD WELL 2 AZ MK                                   1041507.5 |
 KG0678| KG0621 GLEN ELDER MUNICIPAL STANDPIPE      APPROX.25.2 KM 1193627.8 |
 KG0678| KG0583 CAWKER CITY MUNICIPAL TANK          APPROX.16.2 KM 1341232.4 |
 KG0678| KG0676 DOWNS MUNICIPAL STANDPIPE           APPROX.11.5 KM 1703834.5 |
 KG0678| KG0695 SMITH CENTER STANDPIPE              APPROX.25.8 KM 3154157.9 |
 KG0678| KG0680 OLD WELL 2 RM 3                      11.791 METERS 35833     |
 KG0678|---------------------------------------------------------------------|
 KG0678
 KG0678                          SUPERSEDED SURVEY CONTROL
 KG0678
 KG0678  NAD 83(1997)-  39 36 42.80071(N)    098 33 59.46974(W) AD(       ) 1
 KG0678  NAD 83(1986)-  39 36 42.80221(N)    098 33 59.46860(W) AD(       ) 1
 KG0678  NAD 27      -  39 36 42.76300(N)    098 33 58.23100(W) AD(       ) 1
 KG0678  NGVD 29 (07/19/86)  549.6    (m)         1803.     (f) VERT ANG       
 KG0678
 KG0678.Superseded values are not recommended for survey control.
 KG0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0678.See file dsdata.txt to determine how the superseded data were derived.
 KG0678
 KG0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ3721184772(NAD 83)
 KG0678_MARKER: V = STONE MONUMENT
 KG0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0678
 KG0678  HISTORY     - Date     Condition        Report By
 KG0678  HISTORY     - 1897     MONUMENTED       CGS
 KG0678  HISTORY     - 1934     GOOD             CGS
 KG0678  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KG0678  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KG0678  HISTORY     - 1967     GOOD             CGS
 KG0678
 KG0678                          STATION DESCRIPTION
 KG0678
 KG0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (FDG)
 KG0678'ABOUT 100 FEET ALMOST DIRECTLY EAST OF OLD WELL (U.S.G.S.).
 KG0678'THE SURFACE MARK IS A ROUGH STONE POST 9.5 INCHES SQUARE AND
 KG0678'2.2 FEET LONG, WITH TWO V-SHAPED GROOVES AT RIGHT ANGLES AND
 KG0678'THE LETTERS U.S.C.S. CUT IN THE TOP.  THE UNDERGROUND MARK IS
 KG0678'A STONE JUG BURIED ABOUT 2-1/2 FEET BELOW THE SURFACE AND MARKED
 KG0678'WITH A CROSS AND SMALL DRILL HOLE IN ITS BOTTOM.  THE FOLLOWING
 KG0678'DISTANCES AND AZIMUTHS ARE FROM THE STATION- OLD WELL
 KG0678'(U.S.G.S.), 30.875 METERS (129.57 FEET), 92 DEG 52 MIN 32 SEC,
 KG0678'STONE MARKING SOUTHWEST CORNER OF SECTION 16, 466.0
 KG0678'METERS (1,529 FEET), 282 DEG 14 MIN 32 SEC, CENTER OF OKKE
 KG0678'BOHLENS HOUSE 21.94 METERS (72.0 FEET), 317 DEG 16 MIN.
 KG0678
 KG0678                          STATION RECOVERY (1934)
 KG0678
 KG0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KG0678'STATION RECOVERED AS DESCRIBED.
 KG0678'
 KG0678'IN THE SW 1/4 SE 1/4 SEC. 16, T. 5 S., R. 11 W., ABOUT 101 FEET
 KG0678'ALMOST DIRECTLY EAST OF OLD WELL (U.S.G.S.), ON THE PROPERTY
 KG0678'OF THE HEIRS OF OKKE BOHLEN.
 KG0678'
 KG0678'THE FOLLOWING BEARINGS (MAGNETIC) AND DISTANCES ARE FROM THE
 KG0678'STATION- THE NORTHWEST CORNER OF THE FRAME DWELLING OF MRS. L.J.
 KG0678'BOHLEN, S. 70 DEG E., 54 FEET, THE CENTER OF THE CONCRETE WALL,
 KG0678'OR COPING, OVER THE EAST END OF THE CAVE, S. 70 DEG E., 38.8
 KG0678'FEET, 6-INCH LOCUST, S. 22 DEG W., 30-3/4 FEET, 14-INCH LOCUST,
 KG0678'S. 70 DEG W., 73-1/2 FEET.
 KG0678
 KG0678                          STATION RECOVERY (1935)
 KG0678
 KG0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 KG0678'THE STATION WAS RECOVERED AS DESCRIBED BY F.D.G. IN 1898.
 KG0678'
 KG0678'IT IS RECOMMENDED THAT THIS STATION BE RE-MARKED.  THIS STATION
 KG0678'MARK IS OF NATIVE LIMESTONE AND IS VERY BADLY WEATHERED.
 KG0678
 KG0678                          STATION RECOVERY (1950)
 KG0678
 KG0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0678'THE STATION WAS FOUND AS DESCRIBED.  THE TOP OF THE STONE POST
 KG0678'WHICH WAS THE SURFACE STATION MARK WAS FOUND TO BE BROKEN OFF
 KG0678'ABOUT THREE INCHES BELOW THE SURFACE.  THE UNDERGROUND STATION
 KG0678'MARK WHICH WAS A JUG MARKED WITH A CROSS AND A SMALL DRILL
 KG0678'HOLE IN THE BOTTOM WAS RECOVERED ABOUT 2.5 FEET BELOW THE
 KG0678'SURFACE AND WAS IN EXCELLENT CONDITION.  A NEW STATION MARK
 KG0678'WAS PLUMED IN DIRECTLY OVER THE POINT MARKED BY
 KG0678'THE JUG WITH THE CROSS AND SMALL DRILL HOLE IN THE BOTTOM.
 KG0678'A REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AN AZIMUTH
 KG0678'MARK WERE ESTABLISHED.
 KG0678'
 KG0678'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 KG0678'
 KG0678'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTH AND 12.0 MILES EAST
 KG0678'OF SMITH CENTER AND ABOUT 7.0 MILES NORTH AND 1.5 MILES WEST OF
 KG0678'DOWNS ON LAND OWNED BY MR. BILL BOHLEN.  IT IS 54.0 FEET
 KG0678'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 50.0 FEET
 KG0678'SOUTH OF THE CENTER OF A FARM DRIVEWAY, AND 39.0 FEET
 KG0678'WEST-NORTHWEST OF THE CENTER OF A CONCRETE COPING OVER THE
 KG0678'ENTRANCE TO A CAVE AND 19.0 FEET WEST-SOUTHWEST OF THE
 KG0678'NORTHWEST CORNER OF THE YARD FENCE.  IT IS ABOUT 13 INCHES
 KG0678'BELOW THE SURFACE OF THE GROUND AND IS STAMPED OLD
 KG0678'WELL 2 1897-1950.
 KG0678'
 KG0678'REFERENCE MARK NO. 1 IS NEAR A SMALL WOODEN SHED AND 29.0 FEET
 KG0678'NORTH OF THE CENTER OF A FARM DRIVE.  IT PROJECTS 2 INCHES AND IS
 KG0678'STAMPED OLD WELL 2 NO 1 1950.
 KG0678'
 KG0678'REFERENCE MARK NO. 2 IS 48.0 FEET EAST OF THE NORTHWEST CORNER OF
 KG0678'THE YARD FENCE, 40.0 FEET SOUTH OF THE CENTER OF A FARM DRIVE
 KG0678'AND 1.0 FOOT NORTH OF THE YARD FENCE.  IT PROJECTS 2 INCHES AND
 KG0678'IS STAMPED OLD WELL 2 1950.
 KG0678'
 KG0678'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KG0678'IS 74.25 FEET.
 KG0678'
 KG0678'THE AZIMUTH MARK IS 56.0 FEET SOUTH OF THE CENTER OF A GRAVELED
 KG0678'ROAD, 27.0 FEET SOUTH OF A FENCE CORNER, AND 22.0 FEET WEST OF
 KG0678'THE CENTER OF A GRADED ROAD, AND 2.0 FEET NORTH OF A WITNESS
 KG0678'POST AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE.  IT PROJECTS 8
 KG0678'INCHES AND IS STAMPED OLD WELL 2 1950.
 KG0678'
 KG0678'KAN. 1-12 (USBR) IS 83.0 FEET NORTH-NORTHWEST OF A T INTERSECTION,
 KG0678'67.5 FEET NORTHWEST OF A POWERLINE BRACE POLE, AND 53.0 FEET
 KG0678'NORTH OF A FENCE CORNER AND 3.0 FEET EAST OF A NORTH-SOUTH
 KG0678'FENCE.  IT IS A STANDARD U.S. BUREAU OF RECLAMATION REFERENCE
 KG0678'MARK CAP SET ON A 2 INCH GALVENIZED PIPE PROJECTING 5 INCHES.  IT
 KG0678'IS STAMPED KAN. 1 12 1936, AND IS ABOUT 0.3 MILE EAST OF THE
 KG0678'STATION.
 KG0678'
 KG0678'A SEARCH WAS MADE FOR OLD WELL (USGS) AS DESCRIBED IN THE 1935
 KG0678'DESCRIPTION AND THE ONLY EVIDENCE OF ANY MARK FOUND WAS A FEW
 KG0678'PIECES OF BROKEN GLASS.  IT IS IN WHAT IS NOW A CULTIVATED FIELD
 KG0678'AND HAS NO DOUBT BEEN DESTROYED BY PLOWING.  MR. BILL BOHLEN WHO
 KG0678'NOW OWNS THIS PROPERTY SAID THAT THE LAST TIME HE KNEW OF THE
 KG0678'SURFACE STONE MARK WAS ABOUT FIFTEEN YEARS AGO AND THE FIELD HAS
 KG0678'BEEN UNDER CULTIVATION FOR SEVERAL YEARS SINCE THAT TIME.  A
 KG0678'SMALL PIECE OF A GLASS BOTTLE NECK WAS FOUND ABOUT 12 INCHES
 KG0678'TO THE SOUTHEAST OF THE LOCATION AND IS THOUGHT TO BE A PART
 KG0678'OF THE BOTTLE USED FOR THE UNDERGROUND MARK.
 KG0678'
 KG0678'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 24
 KG0678'AND STATE HIGHWAY NO. 181 IN THE NORTH EDGE OF DOWNS, GO NORTH
 KG0678'ON STATE HIGHWAY NO. 181 FOR 7.1 MILES TO A T ROAD LEFT, HERE
 KG0678'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.05 MILES TO A
 KG0678'T ROAD LEFT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 KG0678'CONTINUE WEST ON GRAVELED ROAD FOR 0.3 MILE TO THE BILL BOHLEN
 KG0678'FARM HOME ON THE RIGHT AND THE STATION AS DESCRIBED.
 KG0678
 KG0678                          STATION RECOVERY (1967)
 KG0678
 KG0678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0678'STATION, AZIMUTH MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 KG0678'AND APPEAR IN GOOD CONDITION, HOWEVER THEY ARE LOCATED IN A FARM LOT
 KG0678'AND HAVE BEEN HIT BY FARM EQUIPMENT MANY TIMES.  A DIFFERENCE WAS
 KG0678'FOUND IN THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS, BUT
 KG0678'DUE TO THE FACT THAT THE PROPERTY OWNER DID NOT WANT THE SCRUBERY
 KG0678'DISTURBED A SUFFICIENT CHECK OF THE MARKS COULD NOT BE
 KG0678'OBTAINED.
 KG0678'
 KG0678'IT WAS SUGGESTED BY PROPERTY OWNER THAT THE TOWER NOT BE ERECTED OVER
 KG0678'THE STATION MARK.  THEREFORE RM 3 WAS ESTABLISHED.
 KG0678'
 KG0678'THE 1950 LOCATION AND ROUTE TO THE STATION IN THE 1950 DESCRIPTION
 KG0678'ARE CORRECT.
 KG0678'
 KG0678'REFERENCE MARK NO. 3 IS 60 FEET NORTH OF AN 8 INCH TREE AND 36.8 FEET
 KG0678'NORTHWEST OF THE NORTHWEST CORNER POST OF YARD FENCE.  IT IS MARKED
 KG0678'BY A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A 14 INCH
 KG0678'CONCRETE CYLINDER MONUMENT THAT IS 12 INCHES BELOW THE SURFACE OF
 KG0678'THE GROUND.  THE DISK IS STAMPED OLD WELL 2 NO 3 1897 1967.
 KG0678'
 KG0678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTH OF
 KG0678'TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0680 ***********************************************************************
 KG0680  DESIGNATION -  OLD WELL 2 RM 3
 KG0680  PID         -  KG0680
 KG0680  STATE/COUNTY-  KS/SMITH
 KG0680  USGS QUAD   -  DOWNS NORTH (1980)
 KG0680
 KG0680                         *CURRENT SURVEY CONTROL
 KG0680  ___________________________________________________________________
 KG0680* NAD 83(1997)-  39 36 43.17703(N)    098 33 59.48043(W)     ADJUSTED  
 KG0680* NAVD 88     -       549.8    (meters)    1804.     (feet)  VERTCON   
 KG0680  ___________________________________________________________________
 KG0680  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 KG0680  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 KG0680
 KG0680  HORZ ORDER  -  FIRST
 KG0680
 KG0680.The horizontal coordinates were established by classical geodetic methods
 KG0680.and adjusted by the National Geodetic Survey in October 1998..
 KG0680
 KG0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0680
 KG0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0680
 KG0680.The geoid height was determined by GEOID03.
 KG0680
 KG0680;                    North         East     Units Scale Factor Converg.
 KG0680;SPC KS N     -   142,101.068   351,351.224   MT  0.99997669   -0 21 30.4
 KG0680;UTM  14      - 4,384,783.497   537,210.164   MT  0.99961705   +0 16 35.0
 KG0680
 KG0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0680!SPC KS N     -   0.99991786  x   0.99997669  =   0.99989455
 KG0680!UTM  14      -   0.99991786  x   0.99961705  =   0.99953494
 KG0680
 KG0680:                Primary Azimuth Mark                     Grid Az
 KG0680:SPC KS N     -  BATES                                    174 10 36.1
 KG0680:UTM  14      -  BATES                                    173 32 30.7
 KG0680
 KG0680|---------------------------------------------------------------------|
 KG0680| PID    Reference Object                     Distance      Geod. Az  |
 KG0680|                                                           dddmmss.s |
 KG0680| KG0628 BATES                               APPROX.17.0 KM 1734905.7 |
 KG0680| KG0678 OLD WELL 2 RESET                     11.791 METERS 17833     |
 KG0680| KG0679 OLD WELL 2 RM A                      25.573 METERS 30853     |
 KG0680|---------------------------------------------------------------------|
 KG0680
 KG0680                          SUPERSEDED SURVEY CONTROL
 KG0680
 KG0680  NAD 83(1997)-  39 36 43.18291(N)    098 33 59.48229(W) AD(       ) 1
 KG0680  NAD 83(1986)-  39 36 43.18426(N)    098 33 59.48114(W) AD(       ) 1
 KG0680  NAD 27      -  39 36 43.14520(N)    098 33 58.24357(W) AD(       ) 1
 KG0680  NGVD 29 (07/19/86)  549.6    (m)         1803.     (f) VERT ANG       
 KG0680
 KG0680.Superseded values are not recommended for survey control.
 KG0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0680.See file dsdata.txt to determine how the superseded data were derived.
 KG0680
 KG0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ3721084783(NAD 83)
 KG0680_MARKER: DR = REFERENCE MARK DISK
 KG0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0680+STABILITY: SURFACE MOTION
 KG0680
 KG0680  HISTORY     - Date     Condition        Report By
 KG0680  HISTORY     - 1967     MONUMENTED       CGS
 KG0680
 KG0680                          STATION DESCRIPTION
 KG0680
 KG0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0680'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF LEBANON, ABOUT 8
 KG0680'MILES NORTH OF DOWNS AND ABOUT 7 MILES NORTHEAST OF PORTIS.  THE
 KG0680'STATION MARK IS IN THE BARN YARD THAT IS IN BACK OF THE HOUSE ON
 KG0680'PROPERTY OWNED BY MR. BILL BOHLEN.  THE MARK IS 60 FEET NORTH OF
 KG0680'AN 8 INCH TREE AND 36.8 FEET NORTHWEST OF THE NORTHWEST CORNER
 KG0680'POST OF YARD FENCE.  IT IS MARKED BY A STANDARD TRIANGULATION
 KG0680'REFERENCE MARK DISK THAT IS SET IN THE TOP OF A 14 INCH CONCRETE
 KG0680'CYLINDER MONUMENT THAT IS 12 INCHES BELOW THE SURFACE OF THE
 KG0680'GROUND.  THE DISK IS STAMPED OLD WELL 2 NO 3 1897 1967.
 KG0680'
 KG0680'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24 AND STATE
 KG0680'HIGHWAY 181 IN THE NORTH EDGE OF DOWNS, GO NORTH ON STATE HIGHWAY
 KG0680'181 FOR 7 MILES TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO
 KG0680'WEST ON GRAVELED ROAD FOR 1.35 MILE TO DRIVEWAY ON THE RIGHT.  TURN
 KG0680'RIGHT IN DRIVEWAY AND STATION IN BARN YARD IN BACK OF HOUSE AS
 KG0680'DESCRIBED.
 KG0680'
 KG0680'OLD WELL 2 1897 1950 IS 60 FEET WEST OF THE NORTHWEST CORNER OF
 KG0680'HOUSE, 39 FEET WEST NORTHWEST OF THE CENTER OF DOOR OF STORM CAVE,
 KG0680'21.8 FEET NORTH OF AN 8 INCH TREE AND 5.7 FEET WEST OF NORTH-SOUTH
 KG0680'FENCELINE.  STATION IS MARKED BY A STANDARD TRIANGULATION STATION
 KG0680'MARK DISK SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT THAT
 KG0680'IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  THE DISK IS
 KG0680'STAMPED OLD WELL 2 1897 1950.
 KG0680'
 KG0680'OLD WELL 2 RM A IS 44 FEET SOUTH-SOUTHEAST OF A 12 INCH BLACK LOCUST
 KG0680'TREE, 40-1/2 FEET SOUTHEAST OF THE SOUTH END OF GATE AND 26-1/2 FEET
 KG0680'EAST OF A NORTH-SOUTH FENCELINE.  STATION IS MARKED BY A STANDARD
 KG0680'TRIANGULATION STATION MARK DISK SET IN THE TOP OF A 14 INCH
 KG0680'CONCRETE CYLINDER MONUMENT THAT IS 12 INCHES BELOW THE SURFACE OF
 KG0680'THE GROUND.  THE DISK IS STAMPED OLD WELL 2 RM A 1967.
 KG0680'
 KG0680'HEIGHT OF LIGHT ABOVE STATION MARK 22.61 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0679 ***********************************************************************
 KG0679  DESIGNATION -  OLD WELL 2 RM A
 KG0679  PID         -  KG0679
 KG0679  STATE/COUNTY-  KS/SMITH
 KG0679  USGS QUAD   -  DOWNS NORTH (1980)
 KG0679
 KG0679                         *CURRENT SURVEY CONTROL
 KG0679  ___________________________________________________________________
 KG0679* NAD 83(1997)-  39 36 43.69761(N)    098 34 00.31488(W)     ADJUSTED  
 KG0679* NAVD 88     -       549.4    (meters)    1802.     (feet)  VERTCON   
 KG0679  ___________________________________________________________________
 KG0679  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 KG0679  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 KG0679
 KG0679  HORZ ORDER  -  FIRST
 KG0679
 KG0679.The horizontal coordinates were established by classical geodetic methods
 KG0679.and adjusted by the National Geodetic Survey in October 1998..
 KG0679
 KG0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0679
 KG0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0679
 KG0679.The geoid height was determined by GEOID03.
 KG0679
 KG0679;                    North         East     Units Scale Factor Converg.
 KG0679;SPC KS N     -   142,117.247   351,331.420   MT  0.99997670   -0 21 30.9
 KG0679;UTM  14      - 4,384,799.450   537,190.190   MT  0.99961703   +0 16 34.4
 KG0679
 KG0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0679!SPC KS N     -   0.99991792  x   0.99997670  =   0.99989462
 KG0679!UTM  14      -   0.99991792  x   0.99961703  =   0.99953498
 KG0679
 KG0679:                Primary Azimuth Mark                     Grid Az
 KG0679:SPC KS N     -  WEBSTER RM 3                             002 48 35.7
 KG0679:UTM  14      -  WEBSTER RM 3                             002 10 30.4
 KG0679
 KG0679|---------------------------------------------------------------------|
 KG0679| PID    Reference Object                     Distance      Geod. Az  |
 KG0679|                                                           dddmmss.s |
 KG0679| KG0675 WEBSTER RM 3                        APPROX.12.7 KM 0022704.8 |
 KG0679| KG0680 OLD WELL 2 RM 3                      25.573 METERS 12853     |
 KG0679|---------------------------------------------------------------------|
 KG0679
 KG0679                          SUPERSEDED SURVEY CONTROL
 KG0679
 KG0679  NAD 83(1997)-  39 36 43.70349(N)    098 34 00.31674(W) AD(       ) 1
 KG0679  NAD 83(1986)-  39 36 43.70497(N)    098 34 00.31580(W) AD(       ) 1
 KG0679  NAD 27      -  39 36 43.66579(N)    098 33 59.07800(W) AD(       ) 1
 KG0679  NGVD 29 (07/19/86)  549.2    (m)         1802.     (f) VERT ANG       
 KG0679
 KG0679.Superseded values are not recommended for survey control.
 KG0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0679.See file dsdata.txt to determine how the superseded data were derived.
 KG0679
 KG0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ3719084799(NAD 83)
 KG0679_MARKER: DS = TRIANGULATION STATION DISK
 KG0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0679+STABILITY: SURFACE MOTION
 KG0679
 KG0679  HISTORY     - Date     Condition        Report By
 KG0679  HISTORY     - 1967     MONUMENTED       CGS
 KG0679
 KG0679                          STATION DESCRIPTION
 KG0679
 KG0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0679'STATION IS AT THE SAME LOCATION AND ON THE SAME PROPERTY AS
 KG0679'TRIANGULATION STATION OLD WELL 2 1897 1950.
 KG0679'
 KG0679'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 KG0679'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE
 KG0679'SURFACE OF THE GROUND AND IS STAMPED OLD WELL 2 RM A 1967.  IT IS
 KG0679'44.0 FEET SOUTH-SOUTHEAST OF A 12 INCH BLACK LOCUST TREE, 40. FEET
 KG0679'SOUTHEAST OF SOUTH END OF A WIRE GATE AND 26.4 FEET EAST OF A
 KG0679'NORTH-SOUTH FENCELINE.
 KG0679'
 KG0679'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION OLD WELL 2
 KG0679'RM 34 DISTANCE BEING SHOWN BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0677 ***********************************************************************
 KG0677  DESIGNATION -  OLD WELL RESET
 KG0677  PID         -  KG0677
 KG0677  STATE/COUNTY-  KS/SMITH
 KG0677  USGS QUAD   -  DOWNS NORTH (1980)
 KG0677
 KG0677                         *CURRENT SURVEY CONTROL
 KG0677  ___________________________________________________________________
 KG0677* NAD 83(1997)-  39 36 42.84506(N)    098 34 00.76058(W)     ADJUSTED  
 KG0677* NAVD 88     -       550.     (meters)    1804.     (feet)  SCALED    
 KG0677  ___________________________________________________________________
 KG0677  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 KG0677  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 KG0677
 KG0677  HORZ ORDER  -  THIRD
 KG0677
 KG0677.The horizontal coordinates were established by classical geodetic methods
 KG0677.and adjusted by the National Geodetic Survey in October 1998..
 KG0677
 KG0677.The orthometric height was scaled from a topographic map.
 KG0677
 KG0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0677
 KG0677.The geoid height was determined by GEOID03.
 KG0677
 KG0677;                    North         East     Units Scale Factor Converg.
 KG0677;SPC KS N     -   142,091.021   351,320.624   MT  0.99997668   -0 21 31.2
 KG0677;UTM  14      - 4,384,773.116   537,179.689   MT  0.99961702   +0 16 34.2
 KG0677
 KG0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0677!SPC KS N     -   0.99991780  x   0.99997668  =   0.99989448
 KG0677!UTM  14      -   0.99991780  x   0.99961702  =   0.99953485
 KG0677
 KG0677                          SUPERSEDED SURVEY CONTROL
 KG0677
 KG0677  NAD 83(1997)-  39 36 42.85093(N)    098 34 00.76243(W) AD(       ) 3
 KG0677  NAD 83(1986)-  39 36 42.85244(N)    098 34 00.76129(W) AD(       ) 3
 KG0677  NAD 27      -  39 36 42.81000(N)    098 33 59.52000(W) AD(       ) 3
 KG0677
 KG0677.Superseded values are not recommended for survey control.
 KG0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0677.See file dsdata.txt to determine how the superseded data were derived.
 KG0677
 KG0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ3718084773(NAD 83)
 KG0677_MARKER: V = STONE MONUMENT
 KG0677_SETTING: 0 = UNSPECIFIED SETTING
 KG0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0677
 KG0677  HISTORY     - Date     Condition        Report By
 KG0677  HISTORY     - 1935     MONUMENTED       USGS
 KG0677  HISTORY     - 1897     GOOD             CGS
 KG0677  HISTORY     - 1934     SEE DESCRIPTION  CGS
 KG0677  HISTORY     - 1935     SEE DESCRIPTION  CGS
 KG0677  HISTORY     - 1962     GOOD             CGS
 KG0677
 KG0677                          STATION DESCRIPTION
 KG0677
 KG0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (FDG)
 KG0677'THIS STATION IS DESCRIBED IN BULLETIN NO. 122, RESULTS OF
 KG0677'PRIMARY TRIANGULATION, U.S. GEOLOGICAL SURVEY, AS FOLLOWS- IN
 KG0677'SMITH CO., KANS., IN THE SW 1/4 OF THE SE 1/4 OF SEC. 16, T.
 KG0677'5, R. 11 AND IS 42 FEET NORTH AND 138.75 FEET WEST OF THE
 KG0677'NORTHWEST CORNER OF A STONE FOUNDATION FOR A BUILDING.  PERMANENT
 KG0677'MARK- CROSS AND U.S.G.S. CUT IN LARGE ROCK AND A BOTTLE TOP
 KG0677'SET UNDERNEATH THE ROCK.
 KG0677
 KG0677                          STATION RECOVERY (1934)
 KG0677
 KG0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 KG0677'IN THE SW 1/4 SE 1/4 SEC. 16, T. 5 S., R. 11 W., 30 FEET NORTH
 KG0677'AND 150-3/4 FEET WEST OF THE NORTHWEST CORNER OF THE FRAME
 KG0677'DWELLING HOUSE OF MRS. L.J. BOHLEN, LOCATED IN GROUND USED AS A
 KG0677'VEGETABLE GARDEN, ON THE PROPERTY OF OKKE BOHLENS HEIRS.  A
 KG0677'14-INCH LOCUST TREE IS EAST-SOUTHEAST 33-1/2 FEET, STATION
 KG0677'OLD WELL 2 IS 101.3 FEET EAST.  THE CROSSMARK AND LETTERS U.S.
 KG0677'ARE VISIBLE, THE LETTERS G.S. HAVE BEEN SCRAPED OFF, AS IT IS
 KG0677'EVIDENT THAT IT HAS BEEN STRUCK WITH A PLOW A NUMBER OF TIMES.
 KG0677'THE UNDERGROUND JUG WITH CROSS CUT ON IT IS WITHOUT DOUBT
 KG0677'BENEATH THE FLAT STONE TOP MARKER WHICH IS ABOVE THE SURFACE
 KG0677'ONE INCH.
 KG0677
 KG0677                          STATION RECOVERY (1935)
 KG0677
 KG0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (ERM)
 KG0677'THE STATION WAS RECOVERED IN GOOD CONDITION, EXCEPT LEANING
 KG0677'SLIGHTLY.  IT WAS PLUMBED OVER UNDERGROUND MARK, A JUG.  THE
 KG0677'SURFACE MARK IS A ROUGH STONE.  IT IS WELL REFERENCED TO THE
 KG0677'STATION OLD WELL 2.  IT IS ABOUT 17 MILES SOUTHEAST OF SMITH
 KG0677'CENTER IN THE SW 1/4 SE 1/4 SEC. 16, T. 5 S., R. 11 W., 30
 KG0677'FEET NORTH AND 150.75 FEET WEST OF THE NORTHWEST CORNER OF THE
 KG0677'BOHLEN HOUSE, ON PROPERTY OWNED BY THE ESTATE OF MR. OKKE
 KG0677'BOHLEN, WHOSE WIDOW AND DAUGHTER LIVE IN THE LARGE FRAME HOUSE
 KG0677'JUST EAST OF STATION.
 KG0677'
 KG0677'TO REACH FROM SMITH CENTER, GO EAST ON U.S. HIGHWAY 36 FOR 9.6
 KG0677'MILES, TURN RIGHT, AND GO SOUTH 9.00 MILES, TURN LEFT AND GO
 KG0677'EAST 2 MILES, TURN RIGHT AND GO SOUTH 3.0 MILES.  (IF COMING
 KG0677'IN FROM THE SOUTH, GO TO DOWNS, FROM THERE GO NORTH ABOUT 9
 KG0677'MILES).
 KG0677'
 KG0677'STATION OLD WELL 2 IS 30.875 METERS (129.57 FEET) FROM THE
 KG0677'STATION N 87 DEG 07 MIN W.
 KG0677
 KG0677                          STATION RECOVERY (1962)
 KG0677
 KG0677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 KG0677'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 KG0677'CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1054 ***********************************************************************
 KF1054  DESIGNATION -  OLES RESET
 KF1054  PID         -  KF1054
 KF1054  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1054  USGS QUAD   -  OLSBURG NW (1983)
 KF1054
 KF1054                         *CURRENT SURVEY CONTROL
 KF1054  ___________________________________________________________________
 KF1054* NAD 83(1997)-  39 25 46.20500(N)    096 38 39.44927(W)     ADJUSTED  
 KF1054* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 KF1054  ___________________________________________________________________
 KF1054  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 KF1054  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 KF1054
 KF1054  HORZ ORDER  -  SECOND
 KF1054
 KF1054.The horizontal coordinates were established by classical geodetic methods
 KF1054.and adjusted by the National Geodetic Survey in October 1998..
 KF1054
 KF1054.The orthometric height was scaled from a topographic map.
 KF1054
 KF1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1054
 KF1054.The geoid height was determined by GEOID03.
 KF1054
 KF1054;                    North         East     Units Scale Factor Converg.
 KF1054;SPC KS N     -   122,561.964   516,718.010   MT  0.99996171   +0 51 28.0
 KF1054;UTM  14      - 4,367,088.720   702,757.120   MT  1.00010619   +1 29 48.1
 KF1054
 KF1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1054!SPC KS N     -   0.99993729  x   0.99996171  =   0.99989900
 KF1054!UTM  14      -   0.99993729  x   1.00010619  =   1.00004347
 KF1054
 KF1054:                Primary Azimuth Mark                     Grid Az
 KF1054:SPC KS N     -  OLSBURG GRADE SCH BLDG TOWER             091 15 01.9
 KF1054:UTM  14      -  OLSBURG GRADE SCH BLDG TOWER             090 36 41.8
 KF1054
 KF1054|---------------------------------------------------------------------|
 KF1054| PID    Reference Object                     Distance      Geod. Az  |
 KF1054|                                                           dddmmss.s |
 KF1054| KF1048 OLSBURG GRADE SCH BLDG TOWER        APPROX. 2.4 KM 0920629.9 |
 KF1054| CL8026 OLES RM 1                            21.184 METERS 18419     |
 KF1054| KF1122 LEONARDVILLE MUNICIPAL TANK         APPROX.19.8 KM 2490936.1 |
 KF1054| CL8024 OLES AZ MK                                         2613531.6 |
 KF1054| CL8025 OLES AZ MK RESET                                   2621920.6 |
 KF1054| CL8027 OLES RM 2                            19.945 METERS 28100     |
 KF1054|---------------------------------------------------------------------|
 KF1054
 KF1054                          SUPERSEDED SURVEY CONTROL
 KF1054
 KF1054  NAD 83(1997)-  39 25 46.21064(N)    096 38 39.44666(W) AD(       ) 2
 KF1054  NAD 83(1986)-  39 25 46.21147(N)    096 38 39.44639(W) AD(       ) 2
 KF1054  NAD 27      -  39 25 46.22500(N)    096 38 38.42400(W) AD(       ) 2
 KF1054
 KF1054.Superseded values are not recommended for survey control.
 KF1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1054.See file dsdata.txt to determine how the superseded data were derived.
 KF1054
 KF1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0275767089(NAD 83)
 KF1054_MARKER: DS = TRIANGULATION STATION DISK
 KF1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1054
 KF1054  HISTORY     - Date     Condition        Report By
 KF1054  HISTORY     - 1947     MONUMENTED       CGS
 KF1054  HISTORY     - 1963     GOOD             CGS
 KF1054  HISTORY     - 1964     GOOD             CGS
 KF1054  HISTORY     - 1965     GOOD             CGS
 KF1054  HISTORY     - 1969     MARK NOT FOUND   CGS
 KF1054
 KF1054                          STATION DESCRIPTION
 KF1054
 KF1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1054'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF OLSBURG, IN THE
 KF1054'FARM YARD OWNED BY SWEN ISAACSON AND FARMED BY GILBERT OLESON.
 KF1054'IT IS ABOUT 50 YARDS WEST OF THE FARM HOUSE, 51 FEET WEST OF THE
 KF1054'CENTER OF THE LANE LEADING TO THE HOUSE, 8 FEET SOUTH OF AN
 KF1054'EAST-WEST FENCE LINE AND 8 FEET SOUTH OF A 4-INCH SQUARE WHITE
 KF1054'WOODEN WITNESS POST PROJECTING 1 FOOT.  IT IS STAMPED OLES
 KF1054'1947 AND PROJECTS 3 INCHES.
 KF1054'
 KF1054'REFERENCE MARK NO. 1 IS IN THE PASTURE 56.5 FEET WEST OF THE
 KF1054'CENTER OF THE LANE LEADING TO THE HOUSE.  IT IS STAMPED
 KF1054'OLES NO 1 1947 AND PROJECTS 3 INCHES.
 KF1054'
 KF1054'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF THE PASTURE, 1 FOOT
 KF1054'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED OLES NO 2 1947
 KF1054'AND PROJECTS 2 INCHES.
 KF1054'
 KF1054'AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 16,
 KF1054'20 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF AN
 KF1054'EAST-WEST FENCE LINE AND 2 FEET EAST OF A 4-INCH SQUARE
 KF1054'WHITE WOODEN WITNESS POST PROJECTING 1.5 FEET.  IT IS
 KF1054'STAMPED OLES 1947, PROJECTING 4 INCHES.
 KF1054'
 KF1054'TO REACH THE STATION FROM THE CENTER OF OLSBURG GO SOUTH
 KF1054'FOR 0.2 MILE TO STATE HIGHWAY 16, TURN RIGHT ON STATE
 KF1054'HIGHWAY 16 AND GO 1.6 MILES TO A FARM HOUSE ON THE RIGHT.
 KF1054'TURN RIGHT ON FARM LANE AND GO 0.05 MILE TO THE STATION ON
 KF1054'THE LEFT AS DESCRIBED.
 KF1054'
 KF1054'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE
 KF1054'HIGHWAY 16 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT
 KF1054'AS DESCRIBED.
 KF1054'
 KF1054'A 74 FOOT SIGNAL AT FOSTOR IS VISIBLE AT 37 FEET.
 KF1054'
 KF1054'A 74 FOOT SIGNAL AT KEATS IS V.G.
 KF1054'
 KF1054'A 4 FOOT SIGNAL AT MC INTIRE IS V.G.
 KF1054'
 KF1054'A 74 FOOT SIGNAL AT WALSBURG IS V.G.
 KF1054'
 KF1054'A 4 FOOT SIGNAL AT RAND IS V.G.
 KF1054'
 KF1054'A 4 FOOT SIGNAL AT OTTER IS V.G.
 KF1054'
 KF1054'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1054
 KF1054                          STATION RECOVERY (1963)
 KF1054
 KF1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF1054'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF1054'FOUND IN GOOD CONDITION.  A NEW WITNESS POST WITH A SIGN
 KF1054'WAS PLACED 1 FOOT WEST OF THE AZIMUTH MARK.
 KF1054
 KF1054                          STATION RECOVERY (1964)
 KF1054
 KF1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KF1054'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF1054'FOUND IN GOOD CONDITION.  STATE HIGHWAY 16 IS BEING REBUILT,
 KF1054'SO THE AZIMUTH MARK WOULD HAVE BEEN DESTROYED.  IT WAS MOVED.
 KF1054'THE 1947 DESCRIPTION FOR THE STATION IS ADEQUATE.  A REVISED
 KF1054'DESCRIPTION FOR THE RESET AZIMUTH MARK FOLLOWS.
 KF1054'
 KF1054'THE AZIMUTH MARK (RESET) IS 2.0 MILES WEST OF THE UNION STATE BANK
 KF1054'IN OLSBURG, 0.6 MILES WEST OF THE STATION, AT HIGHWAY STATION
 KF1054'361 PLUS 58.5, 102 FEET NORTH OF THE CENTERLINE OF STATE
 KF1054'HIGHWAY 16, 25 FEET NORTH OF THE CENTER OF OLD STATE HIGHWAY
 KF1054'16, 5 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTH
 KF1054'OF A FENCE, AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE
 KF1054'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED OLES 1947
 KF1054'RESET 1964.
 KF1054'
 KF1054'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.05
 KF1054'MILE TO STATE HIGHWAY 16.  TURN RIGHT AND GO WEST FOR 0.6
 KF1054'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KF1054'
 KF1054'NOTE- AZIMUTH MARK RESET 1964 IS 0.407 FEET HIGHER IN ELEVATION
 KF1054'THAN THE OLD 1947 AZIMUTH MARK.
 KF1054'
 KF1054'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF1054
 KF1054                          STATION RECOVERY (1965)
 KF1054
 KF1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1054'THE STATION MARK, TWO REFERENCE MARKS AND AN AZIMUTH MARK WERE
 KF1054'RECOVERED.
 KF1054'
 KF1054'STATION MARK IS NOW IN A FEEDING AREA AT THE NORTHWEST CORNER OF
 KF1054'THE PASTURE, 51 FEET WEST OF CENTER LINE OF THE ROAD, 30 FEET
 KF1054'WEST OF POWER LINE POLE WITH A TRANSFORMER AND 8 FEET SOUTH OF
 KF1054'THE FEED BUNK, PROJECTS 3 INCHES.
 KF1054'
 KF1054'REFERENCE MARK NO. 1 IS 57 FEET WEST OF CENTER LINE OF THE
 KF1054'ROAD, AND 76 FEET SOUTH OF THE FEED BUNK AND PROJECTS 3 INCHES.
 KF1054'
 KF1054'REFERENCE MARK NO. 2 IS AT THE WEST END OF THE FEED BUNK AND IS
 KF1054'COVERED AT THE PRESENT TIME.
 KF1054'
 KF1054'AZIMUTH MARK, IS A NEW MARK RESET IN 1964, IT IS 0.6 MILE WEST
 KF1054'OF THE STATION, 104 FEET NORTH OF THE CENTER LINE OF THE NEW
 KF1054'HIGHWAY, 5 FEET NORTHWEST OF A UTILITY POLE 1 FOOT SOUTH OF
 KF1054'FENCE AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN, IT IS
 KF1054'A STANDARD DISK IN A 14 INCH ROUND CONCRETE MONUMENT, PROJECTING
 KF1054'4 INCHES ABOVE THE GROUND, STAMPED OLES 1947 RESET 1964.  TO
 KF1054'REACH FROM STATION GO WEST ON STATE HIGHWAY 16 FOR 0.6 MILE.
 KF1054'
 KF1054'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS CORRECT.
 KF1054
 KF1054                          STATION RECOVERY (1969)
 KF1054
 KF1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF1054'THE STATION SURFACE DISK WAS RECEIVED AT THE KANSAS CITY REGIONAL
 KF1054'OFFICE SEPTEMBER 9, 1969.  WHEN THE STATION WAS INVESTIGATED
 KF1054'THE TOP OF THE CONCRETE BLOCK WAS FOUND DESTROYED AT THE
 KF1054'STATION MARK.  THE UNDERGROUND STATION MARK, REFERENCE MARK
 KF1054'NO. 1, REFERENCE MARK NO. 2, AND THE 1964 AZIMUTH MARK WERE
 KF1054'RECOVERED AND FOUND IN GOOD CONDITION.
 KF1054'
 KF1054'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE
 KF1054'UNDERGROUND STATION MARK.
 KF1054'
 KF1054'FOLLOWING IS A NEW DESCRIPTION.
 KF1054'
 KF1054'TO REACH THE STATION FROM THE UNION STATE BANK IN OLSBURG, GO
 KF1054'WEST ON STATE HIGHWAY 16 FOR 1.5 MILES TO A SIDE ROAD ON THE
 KF1054'RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.05
 KF1054'MILE TO FARM DRIVE ON THE RIGHT, A METAL GATE AND THE STATION
 KF1054'ON THE LEFT.
 KF1054'
 KF1054'STATION SURFACE MARK, A STANDARD DISK STAMPED OLES 1947 1969, IS
 KF1054'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KF1054'SURFACE OF THE GROUND.  IT IS ABOUT 50 YARDS WEST OF MR. HARLAN
 KF1054'H. SUMPS FARM HOUSE, 39 FEET NORTHWEST OF THE SOUTH GATE POST
 KF1054'FOR THE METAL GATE, 31 FEET WEST OF A POWERLINE POLE WITH A
 KF1054'TRANSFORMER, AND 7 FEET SOUTH OF THE EAST END OF A BOARD
 KF1054'FENCE WITH A METAL WITNESS SIGN ATTACHED.  THE UNDERGROUND
 KF1054'DISK WAS FOUND STAMPED OLES 1947, AND SET IN THE TOP OF AN
 KF1054'IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE SURFACE OF THE
 KF1054'GROUND.
 KF1054'
 KF1054'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED OLES NO. 1 1947, IS
 KF1054'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 KF1054'IT IS 76.5 FEET SOUTH OF THE BOARD FENCE, 56.5 FEET WEST OF THE
 KF1054'CENTER OF THE ROAD, AND 40 FEET WEST OF A NORTH-SOUTH FENCE.
 KF1054'
 KF1054'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED OLES NO. 2 1947,
 KF1054'IS SET IN THE TOP SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KF1054'SURFACE OF THE GROUND.  IT IS 2 FEET NORTHWEST OF THE EAST END
 KF1054'OF A BRACE POST AND 1 FOOT NORTH OF A NEW FENCE.
 KF1054'
 KF1054'AZIMUTH MARK, A STANDARD DISK STAMPED OLES 1947 RESET 1964, IS
 KF1054'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 KF1054'IT IS 102 FEET NORTH OF THE CENTER OF STATE HIGHWAY 16, 1 FOOT
 KF1054'EAST OF A METAL WITNESS POST, AND UNDER AN EAST-WEST FENCE.
 KF1054'
 KF1054'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.05 MILE
 KF1054'TO STATE HIGHWAY 16.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 16
 KF1054'FOR 0.6 MILE TO A FIELD APPROACH AND THE AZIMUTH MARK ON THE
 KF1054'RIGHT.
 KF1054'
 KF1054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/5
 KF1054'MILES WEST OF OLSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0744 ***********************************************************************
 KH0744  DESIGNATION -  OLIVE
 KH0744  PID         -  KH0744
 KH0744  STATE/COUNTY-  KS/DECATUR
 KH0744  USGS QUAD   -  KANONA (1965)
 KH0744
 KH0744                         *CURRENT SURVEY CONTROL
 KH0744  ___________________________________________________________________
 KH0744* NAD 83(1997)-  39 49 40.78696(N)    100 26 22.94386(W)     ADJUSTED  
 KH0744* NAVD 88     -       814.     (meters)    2671.     (feet)  SCALED    
 KH0744  ___________________________________________________________________
 KH0744  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 KH0744  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 KH0744
 KH0744  HORZ ORDER  -  THIRD
 KH0744
 KH0744.The horizontal coordinates were established by classical geodetic methods
 KH0744.and adjusted by the National Geodetic Survey in October 1998..
 KH0744
 KH0744.The orthometric height was scaled from a topographic map.
 KH0744
 KH0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0744
 KH0744.The geoid height was determined by GEOID03.
 KH0744
 KH0744;                    North         East     Units Scale Factor Converg.
 KH0744;SPC KS N     -   168,744.629   191,165.942   MT  1.00000755   -1 32 37.1
 KH0744;UTM  14      - 4,409,658.304   376,796.926   MT  0.99978687   -0 55 20.0
 KH0744
 KH0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0744!SPC KS N     -   0.99987612  x   1.00000755  =   0.99988367
 KH0744!UTM  14      -   0.99987612  x   0.99978687  =   0.99966301
 KH0744
 KH0744|---------------------------------------------------------------------|
 KH0744| PID    Reference Object                     Distance      Geod. Az  |
 KH0744|                                                           dddmmss.s |
 KH0744| CN9389 OLIVE RM 1                           44.834 METERS 00441     |
 KH0744| CN9388 OLIVE AZ MK                                        0862039.4 |
 KH0744| CN9390 OLIVE RM 2                           17.941 METERS 09204     |
 KH0744| KH0802 OBERLIN MUNICIPAL STANDPIPE         APPROX. 7.8 KM 2683415.4 |
 KH0744|---------------------------------------------------------------------|
 KH0744
 KH0744                          SUPERSEDED SURVEY CONTROL
 KH0744
 KH0744  NAD 83(1997)-  39 49 40.78812(N)    100 26 22.94355(W) AD(       ) 3
 KH0744  NAD 83(1986)-  39 49 40.79164(N)    100 26 22.94754(W) AD(       ) 3
 KH0744  NAD 27      -  39 49 40.77000(N)    100 26 21.42400(W) AD(       ) 3
 KH0744
 KH0744.Superseded values are not recommended for survey control.
 KH0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0744.See file dsdata.txt to determine how the superseded data were derived.
 KH0744
 KH0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK7679709658(NAD 83)
 KH0744_MARKER: DS = TRIANGULATION STATION DISK
 KH0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0744
 KH0744  HISTORY     - Date     Condition        Report By
 KH0744  HISTORY     - 1950     MONUMENTED       CGS
 KH0744  HISTORY     - 1971     GOOD             NGS
 KH0744
 KH0744                          STATION DESCRIPTION
 KH0744
 KH0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0744'THE STATION IS LOCATED ABOUT 5 MILES EAST OF OBERLIN, 68 FEET
 KH0744'SOUTH OF CENTER OF U.S. HIGHWAY 36, 58 FEET WEST OF A TELEPHONE
 KH0744'POLE, AND 3 FEET NORTHEAST OF A WITNESS POST.  IT IS SET FLUSH
 KH0744'AND IS STAMPED OLIVE 1950.
 KH0744'
 KH0744'REFERENCE MARK NO. 1 IS LOCATED 81 FEET NORTH OF CENTER OF
 KH0744'U.S. HIGHWAY 36, AND 1 FOOT SOUTH OF A EAST-WEST FENCE LINE.
 KH0744'IT PROJECTS 5 INCHES AND IS STAMPED OLIVE NO 1 1950.
 KH0744'
 KH0744'REFERENCE MARK NO. 2 IS 66 FEET SOUTH OF CENTER OF U.S. HIGHWAY
 KH0744'36, AND 1 FOOT WEST OF A TELEPHONE POLE.  IT PROJECTS 4 INCHES
 KH0744'AND IS STAMPED OLIVE NO 2 1950.
 KH0744'
 KH0744'THE AZIMUTH MARK IS 78 FEET NORTH OF CENTER OF U.S. HIGHWAY 36,
 KH0744'1.5 FEET WEST OF A WITNESS POST, AND 1 FOOT SOUTH OF A EAST-WEST
 KH0744'FENCE LINE.  IT PROJECTS 6 INCHES AND IS STAMPED OLIVE 1950.
 KH0744'
 KH0744'TO REACH THE STATION FROM THE POST OFFICE IN OBERLIN GO NORTH
 KH0744'ON PENNSYLVANIA AVENUE FOR 0.6 MILE TO THE JUNCTION WITH
 KH0744'U.S. HIGHWAY 36, TURN RIGHT AND GO EAST ON U.S. HIGHWAY 36 FOR
 KH0744'4.8 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 KH0744'
 KH0744'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S.
 KH0744'HIGHWAY 36 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 KH0744'DESCRIBED.
 KH0744
 KH0744                          STATION RECOVERY (1971)
 KH0744
 KH0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KH0744'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 KH0744'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS
 KH0744'WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 KH0744'ADEQUATE FOR RECOVERY.
 KH0744'
 KH0744'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 KH0744'
 KH0744'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KH0744'
 KH0744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 KH0744'EAST OF OBERLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0772 ***********************************************************************
 HH0772  DESIGNATION -  OLIVER
 HH0772  PID         -  HH0772
 HH0772  STATE/COUNTY-  KS/STEVENS
 HH0772  USGS QUAD   -  FETERITA (1974)
 HH0772
 HH0772                         *CURRENT SURVEY CONTROL
 HH0772  ___________________________________________________________________
 HH0772* NAD 83(1997)-  37 09 52.80682(N)    101 25 55.99432(W)     ADJUSTED  
 HH0772* NAVD 88     -       967.2    (meters)    3173.     (feet)  VERTCON   
 HH0772  ___________________________________________________________________
 HH0772  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 HH0772  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 HH0772
 HH0772  HORZ ORDER  -  SECOND
 HH0772
 HH0772.The horizontal coordinates were established by classical geodetic methods
 HH0772.and adjusted by the National Geodetic Survey in October 1998..
 HH0772
 HH0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0772
 HH0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0772
 HH0772.The geoid height was determined by GEOID03.
 HH0772
 HH0772;                    North         East     Units Scale Factor Converg.
 HH0772;SPC KS S     -   459,366.389   139,599.358   MT  1.00002162   -1 48 07.0
 HH0772;UTM  14      - 4,115,909.886   284,040.463   MT  1.00017456   -1 28 11.6
 HH0772
 HH0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0772!SPC KS S     -   0.99985231  x   1.00002162  =   0.99987392
 HH0772!UTM  14      -   0.99985231  x   1.00017456  =   1.00002684
 HH0772
 HH0772|---------------------------------------------------------------------|
 HH0772| PID    Reference Object                     Distance      Geod. Az  |
 HH0772|                                                           dddmmss.s |
 HH0772| CM9647 OLIVER RM 2                          10.555 METERS 05227     |
 HH0772| HH1037 HUGOTON TALL RADIO MAST             APPROX. 9.4 KM 0703058.4 |
 HH0772| HH0765 HUGOTON FARMERS COOP ELEV           APPROX. 7.2 KM 0725316.7 |
 HH0772| HH0763 HUGOTON MUN TANK                    APPROX. 7.0 KM 0854711.4 |
 HH0772| CM9646 OLIVER RM 1                          15.651 METERS 26943     |
 HH0772|---------------------------------------------------------------------|
 HH0772
 HH0772                          SUPERSEDED SURVEY CONTROL
 HH0772
 HH0772  NAD 83(1997)-  37 09 52.80989(N)    101 25 55.99373(W) AD(       ) 2
 HH0772  NAD 83(1986)-  37 09 52.81535(N)    101 25 55.98286(W) AD(       ) 2
 HH0772  NAD 27      -  37 09 52.72472(N)    101 25 54.42021(W) AD(       ) 2
 HH0772  NGVD 29 (07/19/86)  966.8    (m)         3172.     (f) VERT ANG       
 HH0772
 HH0772.Superseded values are not recommended for survey control.
 HH0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0772.See file dsdata.txt to determine how the superseded data were derived.
 HH0772
 HH0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG8404015910(NAD 83)
 HH0772_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HH0772_SETTING: 0 = UNSPECIFIED SETTING
 HH0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0772
 HH0772  HISTORY     - Date     Condition        Report By
 HH0772  HISTORY     - 1972     MONUMENTED       USGS
 HH0772  HISTORY     - 1987     GOOD             NOS
 HH0772
 HH0772                          STATION DESCRIPTION
 HH0772
 HH0772'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0772'STATION IS ABOUT 0.5 MI. W. S. AND 4.5 MI. W. OF INTERSECTION OF U.
 HH0772'S. U. S. HIGHWAY 56, STATE HIGHWAY 51, AND STATE HIGHWAY 25, AT S.
 HH0772'EDGE OF HUGOTON.  ABOUT 600 FT. N. AND 900 FT. W. OF QUARTER CORNER
 HH0772'BETWEEN SECS. 22 AND 23, T. 33 S., R. 38 W.
 HH0772'
 HH0772'TO REACH FROM INTERSECTION OF U. S. HIGHWAY 270, U. S. HIGHWAY 56,
 HH0772'STATE HIGHWAY 51, AND STATE HIGHWAY 25, AT S. EDGE OF HUGOTON, GO
 HH0772'WSW. ALONG U. S. HIGHWAY 56, STATE HIGHWAY 51, AND STATE HIGHWAY 25,
 HH0772'ABOUT 4.7 MI. TO HIGHEST SPOIL BANK IN VICINITY ON N. SIDE OF RR.
 HH0772'AND THE STATION.
 HH0772'
 HH0772'STATION MARK STAMPED ET OLIVER 1972 IS 85 FT. NNW. (NORMAL) OF CENTER
 HH0772'LINE RR., 15FT. SSE. OF N. RR. RIGHT-OF-WAY FENCE, 2 FT. S. OF USGS
 HH0772'WITNESS POST.
 HH0772'
 HH0772'REFERENCE MARK NO. 1, STAMPED OLIVER NO 1 1972 IS W. OF STATION, 98
 HH0772'FT. NNW. (NORMAL) OF CENTER LINE RR., 2 FT. SSE. OF N. RR.
 HH0772'RIGHT-OF-WAY FENCE.
 HH0772'
 HH0772'REFERENCE MARK NO. 2, STAMPED OLIVER NO 2 1972 IS ENE. OF STATION, 99
 HH0772'FT. NNW. (NORMAL) OF CENTER LINE RR., 2 FT. SSE OF N. RR.
 HH0772'RIGHT-OF-WAY FENCE.
 HH0772'
 HH0772'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2 IN. COPPER COATED RODS
 HH0772'CENTERED IN 6-IN. DIAMETER SECTIONS OF WHITE PLASTIC PIPE 12 IN.
 HH0772'LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS SET
 HH0772'FLUSH WITH THE GROUND.
 HH0772'
 HH0772'HEIGHT OF INSTRUMENT 5.01 FT.  STANDARD BRACED TRIPOD USED.
 HH0772
 HH0772                          STATION RECOVERY (1987)
 HH0772
 HH0772'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RAH)
 HH0772'THE STATION WAS RECOVERED AT THIS DATE.
 HH0772'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HH0772'
 HH0772'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HH0772'
 HH0772'RECOVERED BY RAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1815 ***********************************************************************
 JE1815  DESIGNATION -  OLIVET
 JE1815  PID         -  JE1815
 JE1815  STATE/COUNTY-  KS/OSAGE
 JE1815  USGS QUAD   -  OSAGE CITY SE (1971)
 JE1815
 JE1815                         *CURRENT SURVEY CONTROL
 JE1815  ___________________________________________________________________
 JE1815* NAD 83(1997)-  38 31 25.58818(N)    095 45 57.21909(W)     ADJUSTED  
 JE1815* NAVD 88     -       345.     (meters)    1132.     (feet)  SCALED    
 JE1815  ___________________________________________________________________
 JE1815  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JE1815  GEOID HEIGHT-         -31.20  (meters)                     GEOID03
 JE1815
 JE1815  HORZ ORDER  -  SECOND
 JE1815
 JE1815.The horizontal coordinates were established by classical geodetic methods
 JE1815.and adjusted by the National Geodetic Survey in October 1998..
 JE1815
 JE1815.The orthometric height was scaled from a topographic map.
 JE1815
 JE1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1815
 JE1815.The geoid height was determined by GEOID03.
 JE1815
 JE1815;                    North         East     Units Scale Factor Converg.
 JE1815;SPC KS S     -   609,612.858   638,389.069   MT  0.99999180   +1 40 48.7
 JE1815;UTM  15      - 4,267,557.964   258,878.006   MT  1.00031604   -1 43 24.7
 JE1815
 JE1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1815!SPC KS S     -   0.99995074  x   0.99999180  =   0.99994254
 JE1815!UTM  15      -   0.99995074  x   1.00031604  =   1.00026677
 JE1815
 JE1815:                Primary Azimuth Mark                     Grid Az
 JE1815:SPC KS S     -  OLIVET AZ MK                             359 41 50.8
 JE1815:UTM  15      -  OLIVET AZ MK                             003 06 04.2
 JE1815
 JE1815|---------------------------------------------------------------------|
 JE1815| PID    Reference Object                     Distance      Geod. Az  |
 JE1815|                                                           dddmmss.s |
 JE1815| CL5908 OLIVET AZ MK                                       0012239.5 |
 JE1815| CL5910 OLIVET RM 2                                        18044     |
 JE1815| JE1817 MT HERMON EVAN UNITED BRETH CH      APPROX. 3.6 KM 3341419.0 |
 JE1815| CL5909 OLIVET RM 1                                        35928     |
 JE1815|---------------------------------------------------------------------|
 JE1815
 JE1815                          SUPERSEDED SURVEY CONTROL
 JE1815
 JE1815  NAD 83(1986)-  38 31 25.59400(N)    095 45 57.22032(W) AD(       ) 2
 JE1815  NAD 27      -  38 31 25.54775(N)    095 45 56.26656(W) AD(       ) 2
 JE1815
 JE1815.Superseded values are not recommended for survey control.
 JE1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1815.See file dsdata.txt to determine how the superseded data were derived.
 JE1815
 JE1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5887867558(NAD 83)
 JE1815_MARKER: DS = TRIANGULATION STATION DISK
 JE1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1815
 JE1815  HISTORY     - Date     Condition        Report By
 JE1815  HISTORY     - 1956     MONUMENTED       CGS
 JE1815
 JE1815                          STATION DESCRIPTION
 JE1815
 JE1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1815'THE STATION IS ABOUT 10 MILES EAST OF READING, 3 MILES
 JE1815'NORTH-NORTHWEST OF OLIVET ON THE WEST SIDE OF A GRAVEL ROAD ON
 JE1815'ROAD RIGHT-OF-WAY.  IT IS 30 FEET WEST OF THE CENTERLINE OF THE
 JE1815'GRAVEL ROAD, 23 FEET NORTH OF THE CENTERLINE OF A LANE INTO A
 JE1815'PASTURE 7 FEET SOUTH OF A WHITE WITNESS POST AND 2 FEET EAST OF A
 JE1815'FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED OLIVET 1956.
 JE1815'
 JE1815'TO REACH THE STATION FROM THE INTERSECTION OF A GRAVEL ROAD AND
 JE1815'THE SANTA FE RAILROAD TRACKS IN OLIVET, GO NORTH ON GRAVEL ROAD
 JE1815'FOR 0.15 MILE TO A GRAVEL CROSSROAD.  TURN LEFT AND GO WEST ON
 JE1815'GRAVEL ROAD FOR 0.8 MILE TO A GRAVEL T-ROAD INTERSECTION.  TURN
 JE1815'RIGHT AND GO NORTH ON GRAVEL ROAD FOR 1.45 MILES TO A
 JE1815'Y-INTERSECTION JUST AFTER CROSSING A STEEL BRIDGE.  KEEP
 JE1815'RIGHT AND CONTINUE NORTH ON GRAVEL ROAD FOR 1.65 MILES TO THE
 JE1815'STATION ON THE LEFT AT THE TOP OF HILL.  CONTINUE NORTH ON
 JE1815'GRAVEL ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JE1815'
 JE1815'REFERENCE MARK 1 IS 30 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 JE1815'ROAD AND 2 FEET EAST OF THE FENCE.  THE MARK IS FLUSH AND THE
 JE1815'DISK IS STAMPED OLIVET NO 1 1956.
 JE1815'
 JE1815'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 JE1815'ROAD, 9 FEET SOUTH OF THE CENTERLINE OF THE LANE INTO PASTURE AND
 JE1815'2 FEET EAST OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 JE1815'STAMPED OLIVET NO 2 1956.
 JE1815'
 JE1815'THE AZIMUTH MARK IS 31 FEET EAST OF THE CENTERLINE OF THE GRAVEL
 JE1815'ROAD, 3 FEET SOUTH OF A POWER LINE POLE AND 2 FEET SOUTH OF A
 JE1815'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JE1815'STAMPED OLIVET 1956.
 JE1815'
 JE1815'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0808 ***********************************************************************
 JG0808  DESIGNATION -  OLMITZ
 JG0808  PID         -  JG0808
 JG0808  STATE/COUNTY-  KS/BARTON
 JG0808  USGS QUAD   -  OLMITZ (1969)
 JG0808
 JG0808                         *CURRENT SURVEY CONTROL
 JG0808  ___________________________________________________________________
 JG0808* NAD 83(1997)-  38 30 56.92876(N)    098 56 26.74305(W)     ADJUSTED  
 JG0808* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 JG0808  ___________________________________________________________________
 JG0808  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 JG0808  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0808
 JG0808  HORZ ORDER  -  SECOND
 JG0808
 JG0808.The horizontal coordinates were established by classical geodetic methods
 JG0808.and adjusted by the National Geodetic Survey in October 1998..
 JG0808
 JG0808.The orthometric height was scaled from a topographic map.
 JG0808
 JG0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0808
 JG0808.The geoid height was determined by GEOID03.
 JG0808
 JG0808;                    North         East     Units Scale Factor Converg.
 JG0808;SPC KS S     -   605,324.409   361,560.038   MT  0.99999034   -0 16 15.1
 JG0808;UTM  14      - 4,263,049.787   505,164.302   MT  0.99960033   +0 02 12.8
 JG0808
 JG0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0808!SPC KS S     -   0.99990723  x   0.99999034  =   0.99989757
 JG0808!UTM  14      -   0.99990723  x   0.99960033  =   0.99950760
 JG0808
 JG0808:                Primary Azimuth Mark                     Grid Az
 JG0808:SPC KS S     -  OLMITZ AZ MK                             001 26 41.0
 JG0808:UTM  14      -  OLMITZ AZ MK                             001 08 13.1
 JG0808
 JG0808|---------------------------------------------------------------------|
 JG0808| PID    Reference Object                     Distance      Geod. Az  |
 JG0808|                                                           dddmmss.s |
 JG0808| CK9562 OLMITZ AZ MK                                       0011025.9 |
 JG0808| CK9563 OLMITZ RM 1                          19.541 METERS 08238     |
 JG0808| CK9564 OLMITZ RM 2                          26.280 METERS 18619     |
 JG0808|---------------------------------------------------------------------|
 JG0808
 JG0808                          SUPERSEDED SURVEY CONTROL
 JG0808
 JG0808  NAD 83(1986)-  38 30 56.93657(N)    098 56 26.74261(W) AD(       ) 2
 JG0808  NAD 27      -  38 30 56.89200(N)    098 56 25.41400(W) AD(       ) 2
 JG0808
 JG0808.Superseded values are not recommended for survey control.
 JG0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0808.See file dsdata.txt to determine how the superseded data were derived.
 JG0808
 JG0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH0516463050(NAD 83)
 JG0808_MARKER: DS = TRIANGULATION STATION DISK
 JG0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0808_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0808
 JG0808  HISTORY     - Date     Condition        Report By
 JG0808  HISTORY     - 1953     MONUMENTED       CGS
 JG0808
 JG0808                          STATION DESCRIPTION
 JG0808
 JG0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0808'THE STATION IS IN SECTION 1, T 18 S, R 15 W, ON THE WEST EDGE OF
 JG0808'THE SMALL SETTLEMENT OF OLMITZ, 0.15 MILE SOUTHWEST OF THE ST.
 JG0808'ANNS CATHOLIC CHURCH, 49 FEET EAST OF THE CENTER OF A MACADAM ROAD,
 JG0808'16 FEET SOUTHEAST OF A TELEPHONE POLE, AND 9 FEET SOUTH OF A
 JG0808'WIRE FENCE AND A WHITE 4 IN X 4 IN WITNESS POST.
 JG0808'
 JG0808'TO REACH THE STATION FROM THE ST. ANNS CATHOLIC CHURCH IN OLMITZ,
 JG0808'GO WEST ON A GRAVELED ROAD FOR 0.15 MILE TO A MACADAM ROAD,
 JG0808'TURN LEFT (SOUTH) AND GO ON THE MACADAM ROAD FOR 0.1 MILE TO
 JG0808'THE STATION ON THE LEFT.
 JG0808'
 JG0808'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 JG0808'MACADAM ROAD FOR 0.3 MILE TO A RAILROAD TRACK AND THE AZIMUTH
 JG0808'MARK ON THE RIGHT AS DESCRIBED BELOW.
 JG0808'
 JG0808'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JG0808'OLMITZ 1953.
 JG0808'
 JG0808'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE WIRE FENCE.  THE MARK
 JG0808'PROJECTS 7 INCHES AND THE DISK IS STAMPED OLMITZ NO 1 1953.
 JG0808'
 JG0808'REFERENCE MARK 2 IS 40 FEET EAST OF THE CENTER OF THE MACADAM
 JG0808'ROAD AND 2.5 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 6
 JG0808'INCHES AND THE DISK IS STAMPED OLMITZ NO 2 1953.
 JG0808'
 JG0808'THE AZIMUTH MARK IS 75 FEET EAST OF THE CENTER OF THE MACADAM ROAD,
 JG0808'48 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 43 FEET EAST OF A
 JG0808'POWERLINE POLE, 1.5 FEET SOUTHEAST OF A WHITE 4 IN X 4 IN WITNESS
 JG0808'POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 8
 JG0808'INCHES AND THE DISK IS STAMPED OLMITZ 1953.
 JG0808'
 JG0808'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0809 ***********************************************************************
 JG0809  DESIGNATION -  OLMITZ ST ANNES CATH CHURCH
 JG0809  PID         -  JG0809
 JG0809  STATE/COUNTY-  KS/BARTON
 JG0809  USGS QUAD   -  OLMITZ (1969)
 JG0809
 JG0809                         *CURRENT SURVEY CONTROL
 JG0809  ___________________________________________________________________
 JG0809* NAD 83(1997)-  38 31 00.49380(N)    098 56 18.97400(W)     ADJUSTED  
 JG0809* NAVD 88     -                                                        
 JG0809  ___________________________________________________________________
 JG0809  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 JG0809  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0809
 JG0809  HORZ ORDER  -  THIRD
 JG0809
 JG0809.The horizontal coordinates were established by classical geodetic methods
 JG0809.and adjusted by the National Geodetic Survey in October 1998..
 JG0809
 JG0809
 JG0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0809
 JG0809.The geoid height was determined by GEOID03.
 JG0809
 JG0809;                    North         East     Units Scale Factor Converg.
 JG0809;SPC KS S     -   605,433.448   361,748.764   MT  0.99999052   -0 16 10.3
 JG0809;UTM  14      - 4,263,159.795   505,352.367   MT  0.99960035   +0 02 17.6
 JG0809
 JG0809                          SUPERSEDED SURVEY CONTROL
 JG0809
 JG0809  NAD 83(1986)-  38 31 00.50154(N)    098 56 18.97358(W) AD(       ) 4
 JG0809  NAD 27      -  38 31 00.45500(N)    098 56 17.64800(W) AD(       ) 3
 JG0809
 JG0809.Superseded values are not recommended for survey control.
 JG0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0809.See file dsdata.txt to determine how the superseded data were derived.
 JG0809
 JG0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH0535263160(NAD 83)
 JG0809_MARKER: 90 = CHURCH SPIRE
 JG0809
 JG0809  HISTORY     - Date     Condition        Report By
 JG0809  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0809
 JG0809                          STATION DESCRIPTION
 JG0809
 JG0809'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1373 ***********************************************************************
 JF1373  DESIGNATION -  OLPE P E PIPELINE CO TANK
 JF1373  PID         -  JF1373
 JF1373  STATE/COUNTY-  KS/LYON
 JF1373  USGS QUAD   -  OLPE (1973)
 JF1373
 JF1373                         *CURRENT SURVEY CONTROL
 JF1373  ___________________________________________________________________
 JF1373* NAD 83(1997)-  38 17 23.91299(N)    096 11 32.66347(W)     ADJUSTED  
 JF1373* NAVD 88     -                                                        
 JF1373  ___________________________________________________________________
 JF1373  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 JF1373  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 JF1373
 JF1373  HORZ ORDER  -  THIRD
 JF1373
 JF1373.The horizontal coordinates were established by classical geodetic methods
 JF1373.and adjusted by the National Geodetic Survey in October 1998..
 JF1373
 JF1373
 JF1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1373
 JF1373.The geoid height was determined by GEOID03.
 JF1373
 JF1373;                    North         East     Units Scale Factor Converg.
 JF1373;SPC KS S     -   582,663.386   601,851.633   MT  0.99995698   +1 25 05.1
 JF1373;UTM  14      - 4,241,718.775   745,548.448   MT  1.00034261   +1 44 26.1
 JF1373
 JF1373                          SUPERSEDED SURVEY CONTROL
 JF1373
 JF1373  NAD 83(1986)-  38 17 23.92112(N)    096 11 32.66699(W) AD(       ) 4
 JF1373  NAD 27      -  38 17 23.86453(N)    096 11 31.68557(W) AD(       ) 3
 JF1373
 JF1373.Superseded values are not recommended for survey control.
 JF1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1373.See file dsdata.txt to determine how the superseded data were derived.
 JF1373
 JF1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4554841719(NAD 83)
 JF1373_MARKER: 53 = ELEVATED TANK
 JF1373
 JF1373  HISTORY     - Date     Condition        Report By
 JF1373  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1373
 JF1373                          STATION DESCRIPTION
 JF1373
 JF1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1373'THE STATION IS THE CENTER OF THE TOP OF THE PANHANDLE EASTERN
 JF1373'PIPE LINE CO. WATER TANK, LOCATED IN ABOUT THE CENTER OF THE
 JF1373'MAIN PUMPING STATION 2-1/2 MILES NORTHWEST OF OLPE.
 JF1373'
 JF1373'THE TANK IS SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND THE
 JF1373'OVERALL HEIGHT IS ABOUT 100 FEET HIGH.  IT IS PAINTED ALUMINUM
 JF1373'AND HAS THE INSCRIPTION PANHANDLE EASTERN PIPE LINE CO. OLPE
 JF1373'STATION, PAINTED IN BLACK LETTERS ON THE SOUTH SIDE.
 JF1373'
 JF1373'TO REACH THE STATION FROM THE RAILROAD DEPOT IN OLPE, GO NORTH
 JF1373'ON HIGHWAY 99 FOR 2.15 MILES TO A CROSSROAD.  TURN LEFT AND GO
 JF1373'WEST ON BLACKTOP ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1372 ***********************************************************************
 JF1372  DESIGNATION -  OLPE ST JOSEPH CATH CH DOME
 JF1372  PID         -  JF1372
 JF1372  STATE/COUNTY-  KS/LYON
 JF1372  USGS QUAD   -  OLPE (1973)
 JF1372
 JF1372                         *CURRENT SURVEY CONTROL
 JF1372  ___________________________________________________________________
 JF1372* NAD 83(1997)-  38 15 47.76652(N)    096 09 56.61454(W)     ADJUSTED  
 JF1372* NAVD 88     -                                                        
 JF1372  ___________________________________________________________________
 JF1372  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 JF1372  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 JF1372
 JF1372  HORZ ORDER  -  THIRD
 JF1372
 JF1372.The horizontal coordinates were established by classical geodetic methods
 JF1372.and adjusted by the National Geodetic Survey in October 1998..
 JF1372
 JF1372
 JF1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1372
 JF1372.The geoid height was determined by GEOID03.
 JF1372
 JF1372;                    North         East     Units Scale Factor Converg.
 JF1372;SPC KS S     -   579,757.981   604,259.155   MT  0.99995407   +1 26 04.1
 JF1372;UTM  14      - 4,238,825.807   747,973.219   MT  1.00035736   +1 45 21.9
 JF1372
 JF1372                          SUPERSEDED SURVEY CONTROL
 JF1372
 JF1372  NAD 83(1986)-  38 15 47.77439(N)    096 09 56.61834(W) AD(       ) 4
 JF1372  NAD 27      -  38 15 47.71641(N)    096 09 55.64054(W) AD(       ) 3
 JF1372
 JF1372.Superseded values are not recommended for survey control.
 JF1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1372.See file dsdata.txt to determine how the superseded data were derived.
 JF1372
 JF1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4797338826(NAD 83)
 JF1372_MARKER: 87 = DOME
 JF1372
 JF1372  HISTORY     - Date     Condition        Report By
 JF1372  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1372
 JF1372                          STATION DESCRIPTION
 JF1372
 JF1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1372'THE STATION IS THE CROSS ON THE TOP OF THE DOME OF THE ST. JOSEPH
 JF1372'CATHOLIC CHURCH.  THE CHURCH IS LOCATED IN THE NORTHEAST SECTION
 JF1372'OF OLPE.  IT IS A RED BRICK STRUCTURE WITH THE DOME AND CROSS
 JF1372'OVER THE WEST AND MAIN ENTRANCE INTO THE CHURCH.  THE DOME OF THE
 JF1372'CHURCH IS PAINTED ALUMINUM AND THE CROSS IS PAINTED GOLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1011 ***********************************************************************
 KF1011  DESIGNATION -  ONAGA
 KF1011  PID         -  KF1011
 KF1011  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1011  USGS QUAD   -  ONAGA (1964)
 KF1011
 KF1011                         *CURRENT SURVEY CONTROL
 KF1011  ___________________________________________________________________
 KF1011* NAD 83(1997)-  39 27 41.47467(N)    096 12 07.36475(W)     ADJUSTED  
 KF1011* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 KF1011  ___________________________________________________________________
 KF1011  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 KF1011  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 KF1011
 KF1011  HORZ ORDER  -  THIRD
 KF1011
 KF1011.The horizontal coordinates were established by classical geodetic methods
 KF1011.and adjusted by the National Geodetic Survey in October 1998..
 KF1011
 KF1011.The orthometric height was scaled from a topographic map.
 KF1011
 KF1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1011
 KF1011.The geoid height was determined by GEOID03.
 KF1011
 KF1011;                    North         East     Units Scale Factor Converg.
 KF1011;SPC KS N     -   126,779.026   554,717.632   MT  0.99996360   +1 08 15.3
 KF1011;UTM  14      - 4,371,731.224   740,716.521   MT  1.00031348   +1 46 44.8
 KF1011
 KF1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1011!SPC KS N     -   0.99994228  x   0.99996360  =   0.99990588
 KF1011!UTM  14      -   0.99994228  x   1.00031348  =   1.00025574
 KF1011
 KF1011|---------------------------------------------------------------------|
 KF1011| PID    Reference Object                     Distance      Geod. Az  |
 KF1011|                                                           dddmmss.s |
 KF1011| CL8042 ONAGA RM 1                           10.330 METERS 00220     |
 KF1011| KF1012 ONAGA MUNICIPAL TANK                APPROX. 4.6 KM 0353335.3 |
 KF1011| CL8041 ONAGA AZ MK                                        0420427.8 |
 KF1011| CL8043 ONAGA RM 2                           11.757 METERS 14801     |
 KF1011| KF1013 ONAGA 2                              36.482 METERS 16013     |
 KF1011|---------------------------------------------------------------------|
 KF1011
 KF1011                          SUPERSEDED SURVEY CONTROL
 KF1011
 KF1011  NAD 83(1997)-  39 27 41.48038(N)    096 12 07.36211(W) AD(       ) 3
 KF1011  NAD 83(1986)-  39 27 41.48093(N)    096 12 07.36110(W) AD(       ) 3
 KF1011  NAD 27      -  39 27 41.50500(N)    096 12 06.36800(W) AD(       ) 3
 KF1011
 KF1011.Superseded values are not recommended for survey control.
 KF1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1011.See file dsdata.txt to determine how the superseded data were derived.
 KF1011
 KF1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ4071771731(NAD 83)
 KF1011_MARKER: DD = SURVEY DISK
 KF1011_SETTING: 80 = SET IN A BOULDER
 KF1011_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KF1011
 KF1011  HISTORY     - Date     Condition        Report By
 KF1011  HISTORY     - 1947     MONUMENTED       CGS
 KF1011  HISTORY     - 1965     GOOD             CGS
 KF1011  HISTORY     - 1974     GOOD             NGS
 KF1011
 KF1011                          STATION DESCRIPTION
 KF1011
 KF1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1011'STATION IS LOCATED ABOUT 1-3/4 MILES WEST AND 2-1/4 MILES SOUTH
 KF1011'OF ONAGA IN THE NORTHWEST 1/4 OF SECTION 9, T.7S., R.11E.  IT IS
 KF1011'140 FEET EAST OF A NORTH-SOUTH ROAD ON THE HIGH POINT IN A
 KF1011'ROCKY PASTURE.  THE DISK IS SET IN A DRILL HOLE IN A 2-1/2 BY 2
 KF1011'FOOT BOULDER, STAMPED ONAGA 1947 AND IS ABOUT 3 INCHES BELOW THE
 KF1011'SURFACE OF THE GROUND.
 KF1011'
 KF1011'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, SET IN A DRILL HOLE
 KF1011'IN A 2 BY 2 FOOT BOULDER THAT PROJECTS 3 INCHES AND IS STAMPED
 KF1011'ONAGA NO 1 1947.
 KF1011'
 KF1011'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION, SET IN A
 KF1011'DRILL HOLE IN A 1.5 BY 3 FOOT BOULDER THAT IS FLUSH AND IS
 KF1011'STAMPED ONAGA NO 2 1947.
 KF1011'
 KF1011'AZIMUTH MARK IS ABOUT 0.25 MILE NORTHEAST OF THE STATION, 25 FEET
 KF1011'SOUTH ON THE CENTER OF AN EAST-WEST ROAD, 7 FEET NORTH OF THE
 KF1011'CENTER OF A GATE, 4 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH
 KF1011'OF A FENCE LINE.  IT IS STAMPED ONAGA 1947 AND PROJECTS
 KF1011'5 INCHES.
 KF1011'
 KF1011'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 16 AND THE MAIN
 KF1011'STREET IN ONAGA, GO SOUTH FOR 0.35 MILE, KEEP RIGHT FORK AND GO
 KF1011'1.05 MILE TO FORK IMMEDIATELY BEYOND SMALL BRIDGE.  TAKE LEFT
 KF1011'FORK AND GO SOUTH 1.0 MILE TO CROSS ROAD, TURN RIGHT, WEST, AND
 KF1011'GO 0.8 MILE TO AZIMUTH ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR
 KF1011'0.2 MILE TO CROSS ROAD, TURN LEFT AND GO 0.25 MILE TO TOP OF
 KF1011'HILL AND STATION ON THE LEFT AS DESCRIBED.
 KF1011'
 KF1011'A 47 FOOT SIGNAL AT HAVENSVILLE IS VG.
 KF1011'
 KF1011'A 4 FOOT SIGNAL AT RANGE IS VG.
 KF1011
 KF1011                          STATION RECOVERY (1965)
 KF1011
 KF1011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1011'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF1011'RECOVERED AND FOUND IN GOOD CONDITION, THE STATION MARK IS ON THE
 KF1011'EASTERLY SLOPE OF THE HILL, 60 FEET SOUTH OF A LONE CEDAR TREE
 KF1011'ABOUT 2-1/2 FEET IN HEIGHT.
 KF1011'
 KF1011'AZIMUTH MARK IS 25 FEET SOUTH OF CENTER OF THE ROAD, 1 FOOT
 KF1011'WEST OF THE WEST GATE POST OF A WIRE GATE AND 2 FEET SOUTH OF
 KF1011'A METAL WITNESS POST AND SIGN.  THE MARK PROJECTS ABOUT 4 INCHES.
 KF1011'
 KF1011'A NEW TO REACH AS FOLLOWS-
 KF1011'
 KF1011'TO REACH FROM THE POST OFFICE IN ONAGA, GO SOUTH ON STATE HIGHWAY
 KF1011'16 FOR 0.25 MILE TO A FORK, TAKE RIGHT FORK AND GO SOUTHWEST FOR
 KF1011'0.25 MILE TO 3-FORKS, (NEW ROAD CONSTRUCTION AT THIS POINT)
 KF1011'KEEP THE CENTER FORK AND GO SOUTHWEST FOR 0.35 TO THE T-JUNCTION
 KF1011'OF THE NEW HIGHWAY, TURN RIGHT AND GO WEST ON THE NEW HIGHWAY
 KF1011'FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT, GO SOUTH FOR 1.0
 KF1011'MILE TO A CROSS ROAD, TURN RIGHT AND GO WEST ON THE GRAVEL AND
 KF1011'DIRT ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT (SOUTH)
 KF1011'CONTINUE 0.25 MILE TO A CROSSROAD, TURN LEFT, GO SOUTH 0.2
 KF1011'MILE TO TOP OF HILL AND STATION IN PASTURE ON THE EAST SIDE OF
 KF1011'THE ROAD.
 KF1011
 KF1011                          STATION RECOVERY (1974)
 KF1011
 KF1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KF1011'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KF1011'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CONSTRUCTION
 KF1011'OF A HOUSE AT THE SITE OF THE STATION, THE STATION MARK AND THE
 KF1011'REFERENCE MARKS HAD TO BE MOVED.  STATION ONAGA 2 AND REFERENCE
 KF1011'MARKS 3 AND 4 WERE ESTABLISHED THIS DATE AND THE 1947 AZIMUTH
 KF1011'MARK WILL REMAIN UNDISTURBED AN SERVE AS AN AZIMUTH MARK FOR
 KF1011'STATION ONAGA 2.  SEE DESCRIPTION FOR ONAGA 2.
 KF1011'
 KF1011'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2.8 MILE
 KF1011'SOUTHWEST OF ONAGA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1013 ***********************************************************************
 KF1013  DESIGNATION -  ONAGA 2
 KF1013  PID         -  KF1013
 KF1013  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1013  USGS QUAD   -  ONAGA (1964)
 KF1013
 KF1013                         *CURRENT SURVEY CONTROL
 KF1013  ___________________________________________________________________
 KF1013* NAD 83(1997)-  39 27 40.36160(N)    096 12 06.84802(W)     ADJUSTED  
 KF1013* NAVD 88     -       398.     (meters)    1306.     (feet)  SCALED    
 KF1013  ___________________________________________________________________
 KF1013  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 KF1013  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 KF1013
 KF1013  HORZ ORDER  -  THIRD
 KF1013
 KF1013.The horizontal coordinates were established by classical geodetic methods
 KF1013.and adjusted by the National Geodetic Survey in October 1998..
 KF1013.No horizontal observational check was made to the station.
 KF1013
 KF1013.The orthometric height was scaled from a topographic map.
 KF1013
 KF1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1013
 KF1013.The geoid height was determined by GEOID03.
 KF1013
 KF1013;                    North         East     Units Scale Factor Converg.
 KF1013;SPC KS N     -   126,744.952   554,730.663   MT  0.99996358   +1 08 15.7
 KF1013;UTM  14      - 4,371,697.286   740,729.938   MT  1.00031356   +1 46 45.1
 KF1013
 KF1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1013!SPC KS N     -   0.99994228  x   0.99996358  =   0.99990586
 KF1013!UTM  14      -   0.99994228  x   1.00031356  =   1.00025582
 KF1013
 KF1013:                Primary Azimuth Mark                     Grid Az
 KF1013:SPC KS N     -  ONAGA MUNICIPAL TANK                     034 02 51.1
 KF1013:UTM  14      -  ONAGA MUNICIPAL TANK                     033 24 21.7
 KF1013
 KF1013|---------------------------------------------------------------------|
 KF1013| PID    Reference Object                     Distance      Geod. Az  |
 KF1013|                                                           dddmmss.s |
 KF1013| KF1012 ONAGA MUNICIPAL TANK                APPROX. 4.6 KM 0351106.8 |
 KF1013| CL8041 ONAGA AZ MK                                        0375513.8 |
 KF1013| CL8044 ONAGA 2 RM 3                         18.803 METERS 14542     |
 KF1013| CL8045 ONAGA 2 RM 4                         13.754 METERS 19904     |
 KF1013| KF1011 ONAGA                                36.482 METERS 34013     |
 KF1013|---------------------------------------------------------------------|
 KF1013
 KF1013                          SUPERSEDED SURVEY CONTROL
 KF1013
 KF1013  NAD 83(1997)-  39 27 40.36731(N)    096 12 06.84538(W) AD(       ) 3
 KF1013  NAD 83(1986)-  39 27 40.36787(N)    096 12 06.84437(W) AD(       ) 3
 KF1013  NAD 27      -  39 27 40.39203(N)    096 12 05.85138(W) AD(       ) 3
 KF1013
 KF1013.Superseded values are not recommended for survey control.
 KF1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1013.See file dsdata.txt to determine how the superseded data were derived.
 KF1013
 KF1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ4073071697(NAD 83)
 KF1013_MARKER: DS = TRIANGULATION STATION DISK
 KF1013_SETTING: 80 = SET IN A BOULDER
 KF1013_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KF1013
 KF1013  HISTORY     - Date     Condition        Report By
 KF1013  HISTORY     - 1974     MONUMENTED       NGS
 KF1013
 KF1013                          STATION DESCRIPTION
 KF1013
 KF1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KF1013'THE STATION IS LOCATED ABOUT 1.75 MILES WEST AND 2.25 MILES SOUTH
 KF1013'OF ONAGA, IN THE NORTHWEST QUARTER OF SEC. 9, T 7 S, R 11 E, ON
 KF1013'HIGH ROCKY HILL IN PASTURE LAND AND WILL BE ABOUT 100 FEET SOUTH
 KF1013'OF A NEW HOUSE THAT THE PROPERTY OWNER PLANS TO BUILD SOON,
 KF1013'HOWEVER THE 1947 STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 KF1013'LEFT ENTACT ENCASE PROPERTY OWNERS PLANS CHANGE AND MARKS NEED
 KF1013'NOT BE DESTROYED BY THE CONSTRUCTION OF THE HOUSE.
 KF1013'
 KF1013'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND
 KF1013'259 ABOUT 1.0 MILE SOUTH OF ONAGA, GO WEST ON HIGHWAY 16 FOR 1.5
 KF1013'MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON A
 KF1013'GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT, (TURN LEFT
 KF1013'AND GO EAST ON A DIRT ROAD FOR 0.2 MILE TO A GATE AND THE AZIMUTH
 KF1013'MARK ON THE RIGHT), CONTINUE SOUTH ON GRAVELED ROAD FOR 0.25
 KF1013'MILE TO TOP OF HILL AND THE STATION ON THE LEFT.
 KF1013'
 KF1013'THE STATION MARK IS A STANDARD DISK STAMPED ONAGA 2 1974, CEMENTED
 KF1013'IN A DRILL HOLE IN A LARGE FLAT BOULDER FLUSH WITH THE GROUND
 KF1013'SURFACE.  IT IS ABOUT 150 FEET EAST OF THE NORTH-SOUTH ROAD AND
 KF1013'NEAR THE EAST SLOPE OF THE HILL IN AREA OF SURFACED BOULDERS.
 KF1013'
 KF1013'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ONAGA 2 NO 3 1974,
 KF1013'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT IS FLUSH WITH THE
 KF1013'GROUND.
 KF1013'
 KF1013'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ONAGA 2 NO 4 1974,
 KF1013'CEMENTED IN A 3 FOOT BY 4 FOOT BOULDER THAT PROJECTS 4 INCHES AND
 KF1013'6 FEET SOUTH OF A 2 FOOT BY 4 FOOT BOULDER THAT PROJECTS 1 FOOT
 KF1013'ABOVE THE GROUND.
 KF1013'
 KF1013'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ONAGA 1947, SET IN THE
 KF1013'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 KF1013'ABOVE THE GROUND SURFACE.  IT IS 2 FEET SOUTH OF A METAL WITNESS
 KF1013'POST IN THE EAST-WEST FENCE AND 1 FOOT SOUTHWEST OF THE WEST END
 KF1013'GATE POST.
 KF1013'
 KF1013'NOTE- ONAGA 1947 TO ONAGA 2 = - 0.2253 METERS DIFFERENCE IN
 KF1013'ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1012 ***********************************************************************
 KF1012  DESIGNATION -  ONAGA MUNICIPAL TANK
 KF1012  PID         -  KF1012
 KF1012  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1012  USGS QUAD   -  ONAGA (1964)
 KF1012
 KF1012                         *CURRENT SURVEY CONTROL
 KF1012  ___________________________________________________________________
 KF1012* NAD 83(1997)-  39 29 41.97284(N)    096 10 16.17050(W)     ADJUSTED  
 KF1012* NAVD 88     -                                                        
 KF1012  ___________________________________________________________________
 KF1012  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 KF1012  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 KF1012
 KF1012  HORZ ORDER  -  THIRD
 KF1012
 KF1012.The horizontal coordinates were established by classical geodetic methods
 KF1012.and adjusted by the National Geodetic Survey in October 1998..
 KF1012
 KF1012
 KF1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1012
 KF1012.The geoid height was determined by GEOID03.
 KF1012
 KF1012;                    North         East     Units Scale Factor Converg.
 KF1012;SPC KS N     -   130,547.546   557,300.144   MT  0.99996592   +1 09 25.7
 KF1012;UTM  14      - 4,375,529.808   743,257.536   MT  1.00032862   +1 48 00.2
 KF1012
 KF1012                          SUPERSEDED SURVEY CONTROL
 KF1012
 KF1012  NAD 83(1997)-  39 29 41.97840(N)    096 10 16.16818(W) AD(       ) 4
 KF1012  NAD 83(1986)-  39 29 41.97898(N)    096 10 16.16656(W) AD(       ) 4
 KF1012  NAD 27      -  39 29 42.00400(N)    096 10 15.17600(W) AD(       ) 3
 KF1012
 KF1012.Superseded values are not recommended for survey control.
 KF1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1012.See file dsdata.txt to determine how the superseded data were derived.
 KF1012
 KF1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ4325875530(NAD 83)
 KF1012_MARKER: 53 = ELEVATED TANK
 KF1012
 KF1012  HISTORY     - Date     Condition        Report By
 KF1012  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1012  HISTORY     - 1965     GOOD             CGS
 KF1012
 KF1012                          STATION DESCRIPTION
 KF1012
 KF1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1012'THE STATION IS LOCATED AT THE NORTH EDGE OF ONAGA, 144 FEET EAST
 KF1012'OF THE CENTER OF A NORTH-SOUTH STREET, 60 FEET SOUTH OF THE
 KF1012'CENTER OF AN EAST-WEST STREET, AND 36 FEET EAST OF THE EAST EDGE
 KF1012'OF A SWIMMING POOL.
 KF1012'
 KF1012'TANK IS ABOUT 100 FEET IN HEIGHT AND IS SUPPORTED ATOP OF
 KF1012'A 4 LEGGED STEEL TRUSSWORK.
 KF1012'
 KF1012'THE POINT OBSERVED WAS THE BALL AT THE APEX.
 KF1012
 KF1012                          STATION RECOVERY (1965)
 KF1012
 KF1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1012'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0510 ***********************************************************************
 KG0510  DESIGNATION -  ORANGE
 KG0510  PID         -  KG0510
 KG0510  STATE/COUNTY-  KS/NORTON
 KG0510  USGS QUAD   -  EDMOND NW (1978)
 KG0510
 KG0510                         *CURRENT SURVEY CONTROL
 KG0510  ___________________________________________________________________
 KG0510* NAD 83(1997)-  39 41 46.00617(N)    099 53 23.74394(W)     ADJUSTED  
 KG0510* NAVD 88     -       738.941  (meters)    2424.34   (feet)  ADJUSTED  
 KG0510  ___________________________________________________________________
 KG0510  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KG0510  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 KG0510  DYNAMIC HT  -         738.442 (meters)    2422.71  (feet)  COMP
 KG0510  MODELED GRAV-     979,927.1   (mgal)                       NAVD 88
 KG0510
 KG0510  HORZ ORDER  -  THIRD
 KG0510  VERT ORDER  -  FIRST     CLASS II
 KG0510
 KG0510.The horizontal coordinates were established by classical geodetic methods
 KG0510.and adjusted by the National Geodetic Survey in October 1998..
 KG0510
 KG0510.The orthometric height was determined by differential leveling
 KG0510.and adjusted by the National Geodetic Survey in June 1991..
 KG0510
 KG0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0510
 KG0510.The geoid height was determined by GEOID03.
 KG0510
 KG0510.The dynamic height is computed by dividing the NAVD 88
 KG0510.geopotential number by the normal gravity value computed on the
 KG0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0510.degrees latitude (g = 980.6199 gals.).
 KG0510
 KG0510.The modeled gravity was interpolated from observed gravity values.
 KG0510
 KG0510;                    North         East     Units Scale Factor Converg.
 KG0510;SPC KS N     -   152,979.785   237,912.420   MT  0.99998701   -1 11 44.8
 KG0510;UTM  14      - 4,394,408.092   423,699.700   MT  0.99967167   -0 34 06.4
 KG0510
 KG0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0510!SPC KS N     -   0.99988799  x   0.99998701  =   0.99987500
 KG0510!UTM  14      -   0.99988799  x   0.99967167  =   0.99955969
 KG0510
 KG0510:                Primary Azimuth Mark                     Grid Az
 KG0510:SPC KS N     -  NORTON ST POLICE E RADIO TOWER           001 33 22.2
 KG0510:UTM  14      -  NORTON ST POLICE E RADIO TOWER           000 55 43.8
 KG0510
 KG0510|---------------------------------------------------------------------|
 KG0510| PID    Reference Object                     Distance      Geod. Az  |
 KG0510|                                                           dddmmss.s |
 KG0510| KG0829 NORTON ST POLICE E RADIO TOWER      APPROX.12.4 KM 0002137.4 |
 KG0510| CN9391 M 11                                               0013331.7 |
 KG0510| CN9392 ORANGE RM 1                           8.276 METERS 20945     |
 KG0510| CN9393 ORANGE RM 2                           9.087 METERS 33512     |
 KG0510|---------------------------------------------------------------------|
 KG0510
 KG0510                          SUPERSEDED SURVEY CONTROL
 KG0510
 KG0510  NAD 83(1997)-  39 41 46.00865(N)    099 53 23.74462(W) AD(       ) 3
 KG0510  NAD 83(1986)-  39 41 46.01129(N)    099 53 23.74675(W) AD(       ) 3
 KG0510  NAD 27      -  39 41 45.99000(N)    099 53 22.30600(W) AD(       ) 3
 KG0510  NGVD 29 (02/14/92)  738.673  (m)         2423.46   (f) ADJUSTED    1 2
 KG0510
 KG0510.Superseded values are not recommended for survey control.
 KG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0510.See file dsdata.txt to determine how the superseded data were derived.
 KG0510
 KG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2370094408(NAD 83)
 KG0510_MARKER: DS = TRIANGULATION STATION DISK
 KG0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0510_SP_SET: CONCRETE POST
 KG0510_STAMPING: ORANGE 1950
 KG0510_MARK LOGO: CGS   
 KG0510_PROJECTION: PROJECTING 3 CENTIMETERS
 KG0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0510+STABILITY: SURFACE MOTION
 KG0510
 KG0510  HISTORY     - Date     Condition        Report By
 KG0510  HISTORY     - 1950     MONUMENTED       CGS
 KG0510  HISTORY     - 1986     GOOD             NGS
 KG0510
 KG0510                          STATION DESCRIPTION
 KG0510
 KG0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0510'THE STATION IS LOCATED ALONG THE WEST RIGHT-OF-WAY OF U.S.
 KG0510'HIGHWAY NO. 283 ABOUT 9.5 MILES SOUTH OF NORTON.  IT IS 76.0
 KG0510'FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 283, 76.0 FEET NORTH
 KG0510'OF THE CENTER OF A DRIVEWAY INTO A FIELD AND WIRE GATE, 72.0 FEET
 KG0510'SOUTH-SOUTHEAST OF A POWERLINE POLE AND 13.5 FEET EAST OF A
 KG0510'WITNESS POST AND FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 KG0510'ORANGE 1950.
 KG0510'
 KG0510'REFERENCE MARK NO. 1 IS 90.0 FEET WEST OF THE CENTER OF U.S.
 KG0510'HIGHWAY NO. 283 AND 53.0 FEET NORTH OF THE CENTER OF A DRIVEWAY
 KG0510'INTO A FIELD AND WIRE GATE.  IT IS SET FLUSH WITH THE SURFACE
 KG0510'OF THE GROUND AND IS STAMPED ORANGE NO 1 1950.
 KG0510'
 KG0510'REFERENCE MARK NO. 2 IS 90.0 FEET WEST OF THE CENTER OF U.S.
 KG0510'HIGHWAY NO. 283 AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 3
 KG0510'INCHES AND IS STAMPED ORANGE NO 2 1950.
 KG0510'
 KG0510'THE AZIMUTH MARK IS A U.S.C. AND G.S. BENCH MARK M 11.  IT IS
 KG0510'A STANDARD BENCH MARK DISK CEMENTED IN A 8 INCH BY 8 INCH
 KG0510'CONCRETE POST PROJECTING 3 INCHES.  IT IS 64.0 FEET EAST OF THE
 KG0510'CENTER OF U.S. HIGHWAY NO. 283, 36.0 FEET SOUTH OF THE CENTER OF
 KG0510'A GRADED ROAD, 31.0 FEET WEST OF A POWERLINE POLE AND 1.0 FOOT
 KG0510'SOUTH-SOUTHWEST OF A WITNESS POST.  IT IS STAMPED M 11 1933.
 KG0510'
 KG0510'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE JUNCTION OF
 KG0510'E. MAIN STREET AND U.S. HIGHWAY NO. 283 ONE BLOCK WEST OF THE
 KG0510'NORTHWEST CORNER OF THE COURTHOUSE SQUARE IN NORTON, GO SOUTH
 KG0510'ON U.S. HIGHWAY NO. 283 FOR 8.25 MILES TO A CROSSROAD AND THE
 KG0510'AZIMUTH MARK IN THE SOUTHEAST ANGLE AS DESCRIBED, CONTINUE SOUTH
 KG0510'ON U.S. HIGHWAY NO. 283 FOR 1.0 MILE TO THE TOP OF A RISE AND
 KG0510'THE STATION ON THE RIGHT AS DESCRIBED.
 KG0510
 KG0510                          STATION RECOVERY (1986)
 KG0510
 KG0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0510'15.6 KM (9.7 MI) SOUTH FROM NORTON.
 KG0510'15.6 KM (9.75 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0510'HIGHWAY 36 AT NORTON, 0.56 KM (0.35 MI) NORTH OF MILEPOST 196,
 KG0510'23.1 METERS (76 FT) WEST OF THE HIGHWAY CENTERLINE, 23.1 METERS (76
 KG0510'FT) NORTH OF THE CENTER OF A FIELD ENTRANCE ROAD, 9.1 METERS (30 FT)
 KG0510'SOUTH-SOUTHEAST OF RM 2, 8.2 METERS (27 FT) NORTH-NORTHEAST OF RM 1
 KG0510'AND 4.5 METERS (15 FT) EAST OF THE RIGHT OF WAY FENCE.
 KG0510'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KG0510'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0935 ***********************************************************************
 HG0935  DESIGNATION -  ORD
 HG0935  PID         -  HG0935
 HG0935  STATE/COUNTY-  KS/COMANCHE
 HG0935  USGS QUAD   -  WILMORE SE (1968)
 HG0935
 HG0935                         *CURRENT SURVEY CONTROL
 HG0935  ___________________________________________________________________
 HG0935* NAD 83(1997)-  37 22 03.41407(N)    099 05 06.03854(W)     ADJUSTED  
 HG0935* NAVD 88     -       638.     (meters)    2093.     (feet)  SCALED    
 HG0935  ___________________________________________________________________
 HG0935  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 HG0935  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 HG0935
 HG0935  HORZ ORDER  -  FIRST
 HG0935
 HG0935.The horizontal coordinates were established by classical geodetic methods
 HG0935.and adjusted by the National Geodetic Survey in October 1998..
 HG0935
 HG0935.The orthometric height was scaled from a topographic map.
 HG0935
 HG0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0935
 HG0935.The geoid height was determined by GEOID03.
 HG0935
 HG0935;                    North         East     Units Scale Factor Converg.
 HG0935;SPC KS S     -   477,957.418   348,180.269   MT  0.99998169   -0 21 34.2
 HG0935;UTM  14      - 4,135,657.756   492,472.651   MT  0.99960070   -0 03 05.7
 HG0935
 HG0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0935!SPC KS S     -   0.99990417  x   0.99998169  =   0.99988587
 HG0935!UTM  14      -   0.99990417  x   0.99960070  =   0.99950491
 HG0935
 HG0935|---------------------------------------------------------------------|
 HG0935| PID    Reference Object                     Distance      Geod. Az  |
 HG0935|                                                           dddmmss.s |
 HG0935| CK9566 ORD RM 1                             98.893 METERS 12841     |
 HG0935| HG0937 SPIRE B 9 MI E OF COLDWATER         APPROX.11.9 KM 2163146.2 |
 HG0935| CK9567 ORD RM 2                             34.267 METERS 21759     |
 HG0935| CK9565 ORD AZ MK                                          2473942.9 |
 HG0935|---------------------------------------------------------------------|
 HG0935
 HG0935                          SUPERSEDED SURVEY CONTROL
 HG0935
 HG0935  NAD 83(1997)-  37 22 03.42046(N)    099 05 06.03739(W) AD(       ) 1
 HG0935  NAD 83(1986)-  37 22 03.41761(N)    099 05 06.03299(W) AD(       ) 1
 HG0935  NAD 27      -  37 22 03.33635(N)    099 05 04.64715(W) AD(       ) 1
 HG0935
 HG0935.Superseded values are not recommended for survey control.
 HG0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0935.See file dsdata.txt to determine how the superseded data were derived.
 HG0935
 HG0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG9247335658(NAD 83)
 HG0935_MARKER: DS = TRIANGULATION STATION DISK
 HG0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0935_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0935
 HG0935  HISTORY     - Date     Condition        Report By
 HG0935  HISTORY     - 1934     MONUMENTED       CGS
 HG0935
 HG0935                          STATION DESCRIPTION
 HG0935
 HG0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0935'STATION IS LOCATED 660 FEET SOUTH AND 270 FEET WEST OF THE
 HG0935'NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SEC. 8, T. 31 S., R.
 HG0935'16 W., ON LAND OF ORD TRUMMEL.  MARK PROJECTS 6 INCHES ABOVE
 HG0935'GROUND.  STATION IS ABOUT 7 MILES EAST
 HG0935'AND 2 MILES NORTH OF WILMORE.  TO REACH FROM WILMORE STATE BANK
 HG0935'IN WILMORE, GO NORTH ON U.S. HIGHWAY 160 FOR 2.8 MILES AND
 HG0935'CONTINUE STRAIGHT AHEAD AT A TURN TO THE LEFT ON U.S. HIGHWAY
 HG0935'160.  GO 4.0 MILES EAST TO THE END OF THIS PUBLIC ROAD.  PASS
 HG0935'THROUGH A GAP IN THE FENCE ON THE RIGHT AND CONTINUE 0.5 MILE
 HG0935'EAST ON FIELD ROAD TO A GATE.  PASS THROUGH GATE AND FOLLOW
 HG0935'MAIN ROAD FOR 100 YARDS TO BOTTOM OF THE DRAW.  TAKE
 HG0935'DIM FORK TO THE EAST UP THE DRAW AND FOLLOW IT IN A GENERAL
 HG0935'NORTHEASTERLY DIRECTION FOR 1.45 MILES TO THE
 HG0935'TOP OF THE KNOLL AND STATION.
 HG0935'
 HG0935'AZIMUTH MARK IS 1.2 MILES WEST OF STATION, 1.0 FOOT EAST OF
 HG0935'NORTH-AND-SOUTH FENCE LINE AND 38 FEET SOUTH OF LANE, AND
 HG0935'PROJECTS 4 INCHES ABOVE GROUND.  TO REACH
 HG0935'FROM STATION FOLLOW THE MEANDERING TRAIL SOUTHWESTERLY BACK TO
 HG0935'THE LAST GATE ENTERING STATION.  MARK IS THEN ON THE LEFT.
 HG0935'
 HG0935'REFERENCE MARK NO. 1 IS 324.45 FEET SOUTHEAST OF STATION IN
 HG0935'SECTION-LINE FENCE, AND PROJECTS 6 INCHES ABOVE GROUND.
 HG0935'
 HG0935'REFERENCE MARK NO. 2 IS 112.43 FEET (34.267 METERS) SOUTHWEST OF
 HG0935'STATION AND 475 FEET WEST OF SECTION-LINE FENCE, AND PROJECTS 6
 HG0935'INCHES ABOVE GROUND.
 HG0935'
 HG0935'HEIGHT OF LIGHT ABOVE STATION MARK- 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1005 ***********************************************************************
 HH1005  DESIGNATION -  ORVAL
 HH1005  PID         -  HH1005
 HH1005  STATE/COUNTY-  KS/GRAY
 HH1005  USGS QUAD   -  COPELAND NW (1969)
 HH1005
 HH1005                         *CURRENT SURVEY CONTROL
 HH1005  ___________________________________________________________________
 HH1005* NAD 83(1997)-  37 37 31.30280(N)    100 38 03.70226(W)     ADJUSTED  
 HH1005* NAVD 88     -       862.5    (meters)    2830.     (feet)  VERTCON   
 HH1005  ___________________________________________________________________
 HH1005  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 HH1005  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 HH1005
 HH1005  HORZ ORDER  -  SECOND
 HH1005  VERT ORDER  -  THIRD ? (See Below)
 HH1005
 HH1005.The horizontal coordinates were established by classical geodetic methods
 HH1005.and adjusted by the National Geodetic Survey in October 1998..
 HH1005
 HH1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH1005.The vertical order pertains to the NGVD 29 superseded value.
 HH1005
 HH1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1005
 HH1005.The geoid height was determined by GEOID03.
 HH1005
 HH1005;                    North         East     Units Scale Factor Converg.
 HH1005;SPC KS S     -   508,556.768   211,610.182   MT  0.99994886   -1 18 41.9
 HH1005;UTM  14      - 4,165,505.453   355,775.473   MT  0.99985621   -0 59 52.6
 HH1005
 HH1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1005!SPC KS S     -   0.99986876  x   0.99994886  =   0.99981763
 HH1005!UTM  14      -   0.99986876  x   0.99985621  =   0.99972499
 HH1005
 HH1005:                Primary Azimuth Mark                     Grid Az
 HH1005:SPC KS S     -  COPELAND RIFFE BROS GRAIN ELEV           177 15 56.0
 HH1005:UTM  14      -  COPELAND RIFFE BROS GRAIN ELEV           176 57 06.7
 HH1005
 HH1005|---------------------------------------------------------------------|
 HH1005| PID    Reference Object                     Distance      Geod. Az  |
 HH1005|                                                           dddmmss.s |
 HH1005| HH1002 COPELAND RIFFE BROS GRAIN ELEV      APPROX. 9.1 KM 1755714.1 |
 HH1005| HH1003 COPELAND MUN WATER TANK             APPROX. 9.4 KM 1773249.5 |
 HH1005| CK9574 ORVAL AZ MK                                        1774230.0 |
 HH1005| HH1004 COPELAND RAD STA KAY 77 MAST        APPROX. 8.1 KM 1780302.5 |
 HH1005| CK9575 ORVAL RM 1                           22.331 METERS 18416     |
 HH1005| CK9576 ORVAL RM 2                           15.293 METERS 35811     |
 HH1005|---------------------------------------------------------------------|
 HH1005
 HH1005                          SUPERSEDED SURVEY CONTROL
 HH1005
 HH1005  NAD 83(1997)-  37 37 31.30968(N)    100 38 03.70004(W) AD(       ) 2
 HH1005  NAD 83(1986)-  37 37 31.30702(N)    100 38 03.70320(W) AD(       ) 2
 HH1005  NAD 27      -  37 37 31.22373(N)    100 38 02.14046(W) AD(       ) 2
 HH1005  NGVD 29 (07/19/86)  862.1    (m)         2828.     (f) LEVELING    3  
 HH1005
 HH1005.Superseded values are not recommended for survey control.
 HH1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1005.See file dsdata.txt to determine how the superseded data were derived.
 HH1005
 HH1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG5577565505(NAD 83)
 HH1005_MARKER: DS = TRIANGULATION STATION DISK
 HH1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH1005
 HH1005  HISTORY     - Date     Condition        Report By
 HH1005  HISTORY     - 1961     MONUMENTED       CGS
 HH1005
 HH1005                          STATION DESCRIPTION
 HH1005
 HH1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1005'THE STATION IS ABOUT 10-1/2 MILES WEST OF MONTEZUMA, 5-1/2 MILES
 HH1005'NORTH OF COPELAND, IN THE SOUTHEAST QUARTER OF SECTION 7, T 28 S, R
 HH1005'30 W, AND PROPERTY OWNED BY MR. ORVAL JOSSERAND.
 HH1005'
 HH1005'TO REACH THE STATION FROM THE RAILROAD STATION IN COPELAND, GO WEST
 HH1005'ON U. S. HIGHWAY 56 FOR 0.25 MILE TO A CROSSROAD. TURN RIGHT, NORTH,
 HH1005'CROSS THE RAILROAD TRACKS AND GO 1.4 MILES TO A CROSSROAD.
 HH1005'CONTINUE AHEAD FOR 3.8 MILES TO A CROSSROAD AND THE AZIMUTH MARK ON
 HH1005'THE RIGHT IN THE NORTHEAST ANGLE.  CONTINUE AHEAD FOR 0.35 MILE TO
 HH1005'A DRIVEWAY ON THE LEFT LEADING TO SOME OLD ABANDONED BUILDINGS,
 HH1005'AND THE STATION IN THE NORTHWEST ANGLE.
 HH1005'
 HH1005'STATION MARKS ARE STANDARD DISKS STAMPED ORVAL 1961.  THE SURFACE
 HH1005'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE
 HH1005'SURFACE OF THE GROUND.  IT IS 38 FEET WEST OF THE CENTER OF A
 HH1005'GRAVELED ROAD, 34 FEET NORTH OF THE CENTER OF THE DRIVEWAY AND 4
 HH1005'FEET SOUTHWEST OF A TELEPHONE POLE.  THE UNDERGROUND DISK IS SET
 HH1005'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF
 HH1005'THE GROUND.
 HH1005'
 HH1005'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ORVAL NO 1 1961, IS SET
 HH1005'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 43 FEET
 HH1005'WEST OF THE CENTER OF THE GRAVELED ROAD.  40 FEET SOUTH OF THE CENTER
 HH1005'OF THE DRIVEWAY AND 2 FEET NORTH OF A METAL WITNESS POST.
 HH1005'
 HH1005'REFERENCE MARK NO 2, A STANDARD DISK STAMPED ORVAL NO 2 1961, IS
 HH1005'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 47
 HH1005'FEET NORTH OF THE TELEPHONE POLE, 40 FEET WEST OF THE CENTER OF THE
 HH1005'GRAVELED ROAD AND 2.3 FEET SOUTH OF A METAL WITNESS POST.
 HH1005'
 HH1005'AZIMUTH MARK, A STANDARD DISK STAMPED ORVAL 1961, IS SET IN A SQUARE
 HH1005'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 55 FEET NORTHEAST OF
 HH1005'THE CENTER OF AN INTERSECTION, 41 FEET NORTH OF A BLADED ROAD, 34
 HH1005'FEET EAST OF A GRAVELED ROAD, 10 FEET NORTH OF THE WEST ONE OF
 HH1005'TWO GUY POLES AND 1.8 FEET WEST OF A METAL WITNESS POST.
 HH1005'
 HH1005'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1688 ***********************************************************************
 JE1688  DESIGNATION -  OSA
 JE1688  PID         -  JE1688
 JE1688  STATE/COUNTY-  KS/MIAMI
 JE1688  USGS QUAD   -  LANE (1983)
 JE1688
 JE1688                         *CURRENT SURVEY CONTROL
 JE1688  ___________________________________________________________________
 JE1688* NAD 83(1997)-  38 25 59.62157(N)    095 00 36.23299(W)     ADJUSTED  
 JE1688* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 JE1688  ___________________________________________________________________
 JE1688  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 JE1688  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 JE1688
 JE1688  HORZ ORDER  -  SECOND
 JE1688
 JE1688.The horizontal coordinates were established by classical geodetic methods
 JE1688.and adjusted by the National Geodetic Survey in October 1998..
 JE1688
 JE1688.The orthometric height was scaled from a topographic map.
 JE1688
 JE1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1688
 JE1688.The geoid height was determined by GEOID03.
 JE1688
 JE1688;                    North         East     Units Scale Factor Converg.
 JE1688;SPC KS S     -   601,768.486   704,639.188   MT  0.99997633   +2 08 40.8
 JE1688;UTM  15      - 4,255,797.772   324,556.679   MT  0.99997907   -1 14 59.2
 JE1688
 JE1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1688!SPC KS S     -   0.99995351  x   0.99997633  =   0.99992984
 JE1688!UTM  15      -   0.99995351  x   0.99997907  =   0.99993258
 JE1688
 JE1688|---------------------------------------------------------------------|
 JE1688| PID    Reference Object                     Distance      Geod. Az  |
 JE1688|                                                           dddmmss.s |
 JE1688| CL5915 OSA RM 1                             52.639 METERS 00622     |
 JE1688| JE1939 OSAWATOMIE MUNICIPAL TANK           APPROX. 8.2 KM 0313604.9 |
 JE1688| JE2018 OSAWATOMIE ST HOSP STANDPIPE        APPROX.10.9 KM 0344949.2 |
 JE1688| JE1940 OSAWATOMIE MO PAC TERM PWR STK      APPROX. 8.5 KM 0363526.3 |
 JE1688| CL5914 OSA AZ MK                                          2342828.4 |
 JE1688| JE1107 M 278                                45.720 METERS 30026     |
 JE1688|---------------------------------------------------------------------|
 JE1688
 JE1688                          SUPERSEDED SURVEY CONTROL
 JE1688
 JE1688  NAD 83(1986)-  38 25 59.62873(N)    095 00 36.23284(W) AD(       ) 2
 JE1688  NAD 27      -  38 25 59.56900(N)    095 00 35.35100(W) AD(       ) 2
 JE1688
 JE1688.Superseded values are not recommended for survey control.
 JE1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1688.See file dsdata.txt to determine how the superseded data were derived.
 JE1688
 JE1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2455755798(NAD 83)
 JE1688_MARKER: DS = TRIANGULATION STATION DISK
 JE1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1688
 JE1688  HISTORY     - Date     Condition        Report By
 JE1688  HISTORY     - 1948     MONUMENTED       CGS
 JE1688  HISTORY     - 1960     GOOD             CGS
 JE1688  HISTORY     - 1970     GOOD             NGS
 JE1688
 JE1688                          STATION DESCRIPTION
 JE1688
 JE1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1688'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH AND 3.0 MILES WEST OF
 JE1688'OSAWATOMIE ON THE SOUTHEAST SIDE OF U.S. HIGHWAY 169.
 JE1688'IT IS 69 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 169, 11 FEET
 JE1688'NORTH OF ROCK FENCE LINE AND 14 FEET EAST OF WITNESS POST. IT IS
 JE1688'STAMPED OSA 1948 AND PROJECTS 2 INCHES.
 JE1688'
 JE1688'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 70 FEET NORTH-NORTHWEST
 JE1688'OF THE CENTER OF U.S. HIGHWAY 169 AND 3 FEET WEST OF TELEPHONE
 JE1688'POLE.  IT IS STAMPED OSA NO 1 1948 AND PROJECTS 4 INCHES.
 JE1688'
 JE1688'REFERENCE MARK NO 2 IS THE U.S.C. AND G. SURVEY BENCH MARK.
 JE1688'IT IS WEST-NORTHWEST OF THE STATION, SET IN THE NORTHWEST ANGLE
 JE1688'OF CROSSROAD, 70 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 169, 35
 JE1688'FEET EAST OF THE CENTER OF NORTH-SOUTH CROSSROAD AND 2 FEET
 JE1688'WEST OF WITNESS POST.  IT IS STAMPED M 278 1946 AND PROJECTS
 JE1688'2 INCHES.
 JE1688'
 JE1688'THE AZIMUTH MARK IS ABOUT 1.2 MILES SOUTHWEST OF THE STATION,
 JE1688'SET IN THE CENTER OF CONCRETE HEADWALL ON THE EAST SIDE OF
 JE1688'U.S. HIGHWAY 169.  IT IS 22 FEET SOUTHEAST OF THE CENTER
 JE1688'OF THE HIGHWAY, STAMPED OSA 1948 AND SET FLUSH WITH THE CONCRETE
 JE1688'SURFACE.  TO REACH FROM THE STATION, GO SOUTHWEST ON U.S. HIGHWAY
 JE1688'169 FOR 1.2 MILES TO CONCRETE CULVERT AND MARK ON THE SOUTHEAST
 JE1688'SIDE AS DESCRIBED.
 JE1688'
 JE1688'TO REACH THE STATION FROM THE MAIN INTERSECTION IN OSAWATOMIE, GO
 JE1688'SOUTH ON U.S. HIGHWAY 169 FOR 2.3 MILES TO JUNCTION OF STATE
 JE1688'ROUTE NO 7, KEEP RIGHT AND CONTINUE SOUTHWEST ON U.S. HIGHWAY
 JE1688'169 FOR 4.0 MILES TO DIAGONAL CROSSROAD AND STATION IN NORTHEAST
 JE1688'ANGLE AS DESCRIBED.
 JE1688'
 JE1688'A 74 FOOT SIGNAL AT STATION DAVIS IS VISIBLE AT 37 FEET.
 JE1688'
 JE1688'A 74 FOOT SIGNAL AT STATION SUGAR IS VISIBLE AT 37 FEET.
 JE1688'
 JE1688'A 100 FOOT SIGNAL AT STATION GREELEY IS VISIBLE AT 37 FEET.
 JE1688'
 JE1688'A 100 FOOT SIGNAL AT STATION LANE IS VISIBLE AT 10 FEET.
 JE1688'
 JE1688'A 4 FOOT SIGNAL AT STATION WAT IS VISIBLE AT 10 FEET.
 JE1688'
 JE1688'AN 87 FOOT SIGNAL AT STATION STANTON IS VISIBLE AT 37 FEET.
 JE1688'
 JE1688'A 4 FOOT SIGNAL AT STATION MAGNETIC IS VISIBLE AT 37 FEET.
 JE1688'
 JE1688'AN 87 FOOT SIGNAL AT STATION WEA IS VISIBLE AT 50 FEET.
 JE1688'
 JE1688'AN 87 FOOT SIGNAL AT STATION JINGO IS VISIBLE AT 37 FEET.
 JE1688'
 JE1688'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1688
 JE1688                          STATION RECOVERY (1960)
 JE1688
 JE1688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 JE1688'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JE1688'GOOD CONDITION EXCEPT THE DESCRIPTION TO REFERENCE MARK NO. 2
 JE1688'WHICH IS A USC AND GS BENCH MARK M 278 SHOULD READ AS FOLLOWS.
 JE1688'
 JE1688'REFERENCE MARK NO. 2 IS A USC AND GS BENCH MARK M278, 150 FEET
 JE1688'WEST-NORTHWEST OF THE STATION, SET IN THE NORTHEAST ANGLE OF
 JE1688'CROSSROAD, 70 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 169,
 JE1688'35 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVEL CROSSROAD,
 JE1688'AND 1 FOOT EAST OF A NEW STEEL WITNESS POST.  THE MARK IS FLUSH
 JE1688'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED M 278
 JE1688'1946.
 JE1688'
 JE1688'A NEW STEEL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK
 JE1688'WHICH IS FLUSH WITH GROUND AND THE DISK IS STAMPED OSA 1948.
 JE1688
 JE1688                          STATION RECOVERY (1970)
 JE1688
 JE1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1688'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 (BENCH
 JE1688'MARK M 278 1946), AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 JE1688'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1688'
 JE1688'FOLLOWING ARE ADDITIONAL NOTES.
 JE1688'
 JE1688'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 JE1688'
 JE1688'REFERENCE MARK NO. 1 IS 4 FEET SOUTH-SOUTHEAST OF A FENCE AND 7
 JE1688'FEET SOUTHWEST OF A TREE.
 JE1688'
 JE1688'REFERENCE MARK NO. 2 (BM M278) IS 7.5 FEET SOUTH OF A FENCE CORNER
 JE1688'POST AND 0.5 FEET NORTH OF A METAL WITNESS POST.
 JE1688'
 JE1688'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4.5 MILES
 JE1688'SOUTH AND 3.0 MILES WEST OF OSAWATOMIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1812 ***********************************************************************
 JE1812  DESIGNATION -  OSAGE CITY MUNICIPAL TANK
 JE1812  PID         -  JE1812
 JE1812  STATE/COUNTY-  KS/OSAGE
 JE1812  USGS QUAD   -  OSAGE CITY (1971)
 JE1812
 JE1812                         *CURRENT SURVEY CONTROL
 JE1812  ___________________________________________________________________
 JE1812* NAD 83(1997)-  38 37 58.32548(N)    095 49 40.82785(W)     ADJUSTED  
 JE1812* NAVD 88     -                                                        
 JE1812  ___________________________________________________________________
 JE1812  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 JE1812  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JE1812
 JE1812  HORZ ORDER  -  THIRD
 JE1812
 JE1812.The horizontal coordinates were established by classical geodetic methods
 JE1812.and adjusted by the National Geodetic Survey in October 1998..
 JE1812
 JE1812
 JE1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1812
 JE1812.The geoid height was determined by GEOID03.
 JE1812
 JE1812;                    North         East     Units Scale Factor Converg.
 JE1812;SPC KS S     -   621,561.116   632,627.821   MT  1.00001376   +1 38 31.3
 JE1812;UTM  15      - 4,279,831.439   253,835.155   MT  1.00034629   -1 45 59.4
 JE1812
 JE1812                          SUPERSEDED SURVEY CONTROL
 JE1812
 JE1812  NAD 83(1986)-  38 37 58.33159(N)    095 49 40.82762(W) AD(       ) 4
 JE1812  NAD 27      -  38 37 58.29500(N)    095 49 39.87900(W) AD(       ) 3
 JE1812
 JE1812.Superseded values are not recommended for survey control.
 JE1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1812.See file dsdata.txt to determine how the superseded data were derived.
 JE1812
 JE1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5383579831(NAD 83)
 JE1812_MARKER: 51 = TANK
 JE1812
 JE1812  HISTORY     - Date     Condition        Report By
 JE1812  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1812
 JE1812                          STATION DESCRIPTION
 JE1812
 JE1812'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1811 ***********************************************************************
 JE1811  DESIGNATION -  OSAGE CITY RADIO KAF 981 MAST
 JE1811  PID         -  JE1811
 JE1811  STATE/COUNTY-  KS/OSAGE
 JE1811  USGS QUAD   -  OSAGE CITY (1971)
 JE1811
 JE1811                         *CURRENT SURVEY CONTROL
 JE1811  ___________________________________________________________________
 JE1811* NAD 83(1997)-  38 38 18.91659(N)    095 49 42.74392(W)     ADJUSTED  
 JE1811* NAVD 88     -                                                        
 JE1811  ___________________________________________________________________
 JE1811  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 JE1811  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JE1811
 JE1811  HORZ ORDER  -  THIRD
 JE1811
 JE1811.The horizontal coordinates were established by classical geodetic methods
 JE1811.and adjusted by the National Geodetic Survey in October 1998..
 JE1811
 JE1811
 JE1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1811
 JE1811.The geoid height was determined by GEOID03.
 JE1811
 JE1811;                    North         East     Units Scale Factor Converg.
 JE1811;SPC KS S     -   622,194.478   632,563.305   MT  1.00001502   +1 38 30.1
 JE1811;UTM  15      - 4,280,467.727   253,808.402   MT  1.00034645   -1 46 01.4
 JE1811
 JE1811                          SUPERSEDED SURVEY CONTROL
 JE1811
 JE1811  NAD 83(1986)-  38 38 18.92212(N)    095 49 42.74382(W) AD(       ) 4
 JE1811  NAD 27      -  38 38 18.88753(N)    095 49 41.79082(W) AD(       ) 3
 JE1811
 JE1811.Superseded values are not recommended for survey control.
 JE1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1811.See file dsdata.txt to determine how the superseded data were derived.
 JE1811
 JE1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5380880468(NAD 83)
 JE1811_MARKER: 42 = RADIO/TV MAST
 JE1811
 JE1811  HISTORY     - Date     Condition        Report By
 JE1811  HISTORY     - 1956     FIRST OBSERVED   CGS
 JE1811
 JE1811                          STATION DESCRIPTION
 JE1811
 JE1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1811'THE STATION IS THE CENTER OF THE TOP OF THE MISSOURI PACIFIC
 JE1811'RAILROAD COMMUNICATION SYSTEM RADIO MAST.  THE MAST IS LOCATED IN
 JE1811'THE NORTHWEST SECTION OF OSAGE CITY AND JUST SOUTH OF THE
 JE1811'RAILROAD STATION.  IT IS A FOUR LEGGED GALVANIZED IRON STRUCTURE
 JE1811'160 FEET HIGH WITH A 16 FOOT ANTENNA ON THE TOP OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1813 ***********************************************************************
 JE1813  DESIGNATION -  OSAGE CITY ST PATRICKS CATH CH
 JE1813  PID         -  JE1813
 JE1813  STATE/COUNTY-  KS/OSAGE
 JE1813  USGS QUAD   -  OSAGE CITY (1971)
 JE1813
 JE1813                         *CURRENT SURVEY CONTROL
 JE1813  ___________________________________________________________________
 JE1813* NAD 83(1997)-  38 37 55.96918(N)    095 49 33.31943(W)     ADJUSTED  
 JE1813* NAVD 88     -                                                        
 JE1813  ___________________________________________________________________
 JE1813  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 JE1813  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JE1813
 JE1813  HORZ ORDER  -  THIRD
 JE1813
 JE1813.The horizontal coordinates were established by classical geodetic methods
 JE1813.and adjusted by the National Geodetic Survey in October 1998..
 JE1813
 JE1813
 JE1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1813
 JE1813.The geoid height was determined by GEOID03.
 JE1813
 JE1813;                    North         East     Units Scale Factor Converg.
 JE1813;SPC KS S     -   621,493.693   632,811.436   MT  1.00001362   +1 38 35.9
 JE1813;UTM  15      - 4,279,753.192   254,014.497   MT  1.00034520   -1 45 54.6
 JE1813
 JE1813                          SUPERSEDED SURVEY CONTROL
 JE1813
 JE1813  NAD 83(1986)-  38 37 55.97521(N)    095 49 33.31947(W) AD(       ) 4
 JE1813  NAD 27      -  38 37 55.93997(N)    095 49 32.36607(W) AD(       ) 3
 JE1813
 JE1813.Superseded values are not recommended for survey control.
 JE1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1813.See file dsdata.txt to determine how the superseded data were derived.
 JE1813
 JE1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC5401479753(NAD 83)
 JE1813_MARKER: 90 = CHURCH SPIRE
 JE1813
 JE1813  HISTORY     - Date     Condition        Report By
 JE1813  HISTORY     - 1934     FIRST OBSERVED   CGS
 JE1813
 JE1813                          STATION DESCRIPTION
 JE1813
 JE1813'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0870 ***********************************************************************
 JE0870  DESIGNATION -  OSAWATOMIE
 JE0870  PID         -  JE0870
 JE0870  STATE/COUNTY-  KS/MIAMI
 JE0870  USGS QUAD   -  PAOLA WEST (1973)
 JE0870
 JE0870                         *CURRENT SURVEY CONTROL
 JE0870  ___________________________________________________________________
 JE0870* NAD 83(1986)-  38 30 07.     (N)    094 57 18.     (W)     SCALED    
 JE0870* NAVD 88     -       262.847  (meters)     862.36   (feet)  ADJUSTED  
 JE0870  ___________________________________________________________________
 JE0870  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE0870  DYNAMIC HT  -         262.664 (meters)     861.76  (feet)  COMP
 JE0870  MODELED GRAV-     979,926.4   (mgal)                       NAVD 88
 JE0870
 JE0870  VERT ORDER  -  SECOND    CLASS 0
 JE0870
 JE0870.The horizontal coordinates were scaled from a topographic map and have
 JE0870.an estimated accuracy of +/- 6 seconds.
 JE0870
 JE0870.The orthometric height was determined by differential leveling
 JE0870.and adjusted by the National Geodetic Survey in June 1991..
 JE0870
 JE0870.The geoid height was determined by GEOID03.
 JE0870
 JE0870.The dynamic height is computed by dividing the NAVD 88
 JE0870.geopotential number by the normal gravity value computed on the
 JE0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0870.degrees latitude (g = 980.6199 gals.).
 JE0870
 JE0870.The modeled gravity was interpolated from observed gravity values.
 JE0870
 JE0870;                    North         East    Units  Estimated Accuracy
 JE0870;SPC KS S     -   609,570.      709,150.      MT  (+/- 180 meters Scaled)
 JE0870
 JE0870                          SUPERSEDED SURVEY CONTROL
 JE0870
 JE0870  NGVD 29 (??/??/92)  262.713  (m)          861.92   (f) ADJ UNCH    2 0
 JE0870
 JE0870.Superseded values are not recommended for survey control.
 JE0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0870.See file dsdata.txt to determine how the superseded data were derived.
 JE0870
 JE0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC295633(NAD 83)
 JE0870_MARKER: DB = BENCH MARK DISK
 JE0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0870_SP_SET: BRIDGE
 JE0870_STAMPING: OSAWATOMIE 1934
 JE0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0870
 JE0870  HISTORY     - Date     Condition        Report By
 JE0870  HISTORY     - 1934     MONUMENTED       CGS
 JE0870  HISTORY     - 1970     GOOD             NGS
 JE0870
 JE0870                          STATION DESCRIPTION
 JE0870
 JE0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JE0870'AT OSAWATOMIE.
 JE0870'AT OSAWATOMIE, TWO BLOCKS WEST AND 1700 FEET NORTH OF THE
 JE0870'MISSOURI PACIFIC RAILROAD STATION, IN THE SOUTHWEST CORNER OF
 JE0870'A CONCRETE BRIDGE OF THE MARIAS DE CYGNE RIVER, 4 FEET ABOVE
 JE0870'THE BRIDGE FLOOR, AND THIS BRIDGE IS ABOUT 0.2 MILE WEST OF
 JE0870'RAILROAD BRIDGE AND THE HIGHWAY BRIDGE OVER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2020 ***********************************************************************
 JE2020  DESIGNATION -  OSAWATOMIE HOSP PWR PLANT STK
 JE2020  PID         -  JE2020
 JE2020  STATE/COUNTY-  KS/MIAMI
 JE2020  USGS QUAD   -  PAOLA WEST (1973)
 JE2020
 JE2020                         *CURRENT SURVEY CONTROL
 JE2020  ___________________________________________________________________
 JE2020* NAD 83(1997)-  38 30 50.39189(N)    094 56 21.73433(W)     ADJUSTED  
 JE2020* NAVD 88     -                                                        
 JE2020  ___________________________________________________________________
 JE2020  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 JE2020  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE2020
 JE2020  HORZ ORDER  -  THIRD
 JE2020
 JE2020.The horizontal coordinates were established by classical geodetic methods
 JE2020.and adjusted by the National Geodetic Survey in October 1998..
 JE2020
 JE2020
 JE2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2020
 JE2020.The geoid height was determined by GEOID03.
 JE2020
 JE2020;                    North         East     Units Scale Factor Converg.
 JE2020;SPC KS S     -   610,960.981   710,464.845   MT  0.99999001   +2 11 17.2
 JE2020;UTM  15      - 4,264,628.960   330,916.413   MT  0.99995208   -1 12 28.6
 JE2020
 JE2020                          SUPERSEDED SURVEY CONTROL
 JE2020
 JE2020  NAD 83(1986)-  38 30 50.39910(N)    094 56 21.73512(W) AD(       ) 4
 JE2020  NAD 27      -  38 30 50.35400(N)    094 56 20.85500(W) AD(       ) 3
 JE2020
 JE2020.Superseded values are not recommended for survey control.
 JE2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2020.See file dsdata.txt to determine how the superseded data were derived.
 JE2020
 JE2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3091664629(NAD 83)
 JE2020_MARKER: 63 = STACK
 JE2020
 JE2020  HISTORY     - Date     Condition        Report By
 JE2020  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE2020
 JE2020                          STATION DESCRIPTION
 JE2020
 JE2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2020'LOCATED ABOUT 1 MILE NORTHEAST OF THE CENTER OF OSAWATOMIE IN
 JE2020'THE NORTH CENTER SECTION OF THE HOSPITAL GROUNDS, JUST WEST
 JE2020'OF U.S. HIGHWAY 169.
 JE2020'
 JE2020'IT IS A CYLINDRICAL TILE STACK ABOUT 150 FEET HIGH AND THE
 JE2020'POINT OBSERVED UPON WAS THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1940 ***********************************************************************
 JE1940  DESIGNATION -  OSAWATOMIE MO PAC TERM PWR STK
 JE1940  PID         -  JE1940
 JE1940  STATE/COUNTY-  KS/MIAMI
 JE1940  USGS QUAD   -  OSAWATOMIE (1963)
 JE1940
 JE1940                         *CURRENT SURVEY CONTROL
 JE1940  ___________________________________________________________________
 JE1940* NAD 83(1997)-  38 29 41.29320(N)    094 57 06.77859(W)     ADJUSTED  
 JE1940* NAVD 88     -                                                        
 JE1940  ___________________________________________________________________
 JE1940  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 JE1940  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE1940
 JE1940  HORZ ORDER  -  THIRD
 JE1940
 JE1940.The horizontal coordinates were established by classical geodetic methods
 JE1940.and adjusted by the National Geodetic Survey in October 1998..
 JE1940
 JE1940
 JE1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1940
 JE1940.The geoid height was determined by GEOID03.
 JE1940
 JE1940;                    North         East     Units Scale Factor Converg.
 JE1940;SPC KS S     -   608,790.298   709,455.440   MT  0.99998658   +2 10 49.5
 JE1940;UTM  15      - 4,262,521.951   329,780.241   MT  0.99995683   -1 12 54.8
 JE1940
 JE1940                          SUPERSEDED SURVEY CONTROL
 JE1940
 JE1940  NAD 83(1986)-  38 29 41.30025(N)    094 57 06.77940(W) AD(       ) 4
 JE1940  NAD 27      -  38 29 41.25500(N)    094 57 05.90000(W) AD(       ) 3
 JE1940
 JE1940.Superseded values are not recommended for survey control.
 JE1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1940.See file dsdata.txt to determine how the superseded data were derived.
 JE1940
 JE1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2978062522(NAD 83)
 JE1940_MARKER: 63 = STACK
 JE1940
 JE1940  HISTORY     - Date     Condition        Report By
 JE1940  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1940
 JE1940                          STATION DESCRIPTION
 JE1940
 JE1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1940'LOCATED IN THE SOUTH SECTION OF TOWN, 1 BLOCK WEST OF STATE
 JE1940'HIGHWAY 7 AND 4 BLOCKS SOUTH OF U.S. HIGHWAY 169 DETOUR.
 JE1940'
 JE1940'IT IS A CONCRETE CYLINDRICAL STRUCTURE ABOUT 200 FEET HIGH.  THE
 JE1940'POINT OBSERVED UPON WAS THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1939 ***********************************************************************
 JE1939  DESIGNATION -  OSAWATOMIE MUNICIPAL TANK
 JE1939  PID         -  JE1939
 JE1939  STATE/COUNTY-  KS/MIAMI
 JE1939  USGS QUAD   -  OSAWATOMIE (1963)
 JE1939
 JE1939                         *CURRENT SURVEY CONTROL
 JE1939  ___________________________________________________________________
 JE1939* NAD 83(1997)-  38 29 45.11585(N)    094 57 39.67473(W)     ADJUSTED  
 JE1939* NAVD 88     -                                                        
 JE1939  ___________________________________________________________________
 JE1939  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 JE1939  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE1939
 JE1939  HORZ ORDER  -  THIRD
 JE1939
 JE1939.The horizontal coordinates were established by classical geodetic methods
 JE1939.and adjusted by the National Geodetic Survey in October 1998..
 JE1939
 JE1939
 JE1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1939
 JE1939.The geoid height was determined by GEOID03.
 JE1939
 JE1939;                    North         East     Units Scale Factor Converg.
 JE1939;SPC KS S     -   608,877.793   708,654.380   MT  0.99998676   +2 10 29.3
 JE1939;UTM  15      - 4,262,656.736   328,985.791   MT  0.99996017   -1 13 15.4
 JE1939
 JE1939                          SUPERSEDED SURVEY CONTROL
 JE1939
 JE1939  NAD 83(1986)-  38 29 45.12292(N)    094 57 39.67555(W) AD(       ) 4
 JE1939  NAD 27      -  38 29 45.07600(N)    094 57 38.79700(W) AD(       ) 3
 JE1939
 JE1939.Superseded values are not recommended for survey control.
 JE1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1939.See file dsdata.txt to determine how the superseded data were derived.
 JE1939
 JE1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2898662657(NAD 83)
 JE1939_MARKER: 53 = ELEVATED TANK
 JE1939
 JE1939  HISTORY     - Date     Condition        Report By
 JE1939  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1939
 JE1939                          STATION DESCRIPTION
 JE1939
 JE1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1939'LOCATED IN THE WEST SECTION OF TOWN, 1/4 BLOCK SOUTHWEST OF THE
 JE1939'CORNER OF BROMN AVENUE AND ELEVENTH STREET AND 1 BLOCK SOUTH OF
 JE1939'U.S. HIGHWAY 169 DETOUR.
 JE1939'
 JE1939'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED SILVER AND THE HEIGHT
 JE1939'IS ABOUT 150 FEET.  THE POINT OBSERVED UPON WAS THE SMALL BALL
 JE1939'AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2018 ***********************************************************************
 JE2018  DESIGNATION -  OSAWATOMIE ST HOSP STANDPIPE
 JE2018  PID         -  JE2018
 JE2018  STATE/COUNTY-  KS/MIAMI
 JE2018  USGS QUAD   -  PAOLA WEST (1973)
 JE2018
 JE2018                         *CURRENT SURVEY CONTROL
 JE2018  ___________________________________________________________________
 JE2018* NAD 83(1997)-  38 30 50.92167(N)    094 56 18.18854(W)     ADJUSTED  
 JE2018* NAVD 88     -                                                        
 JE2018  ___________________________________________________________________
 JE2018  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 JE2018  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE2018
 JE2018  HORZ ORDER  -  THIRD
 JE2018
 JE2018.The horizontal coordinates were established by classical geodetic methods
 JE2018.and adjusted by the National Geodetic Survey in October 1998..
 JE2018
 JE2018
 JE2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2018
 JE2018.The geoid height was determined by GEOID03.
 JE2018
 JE2018;                    North         East     Units Scale Factor Converg.
 JE2018;SPC KS S     -   610,980.585   710,550.060   MT  0.99999003   +2 11 19.4
 JE2018;UTM  15      - 4,264,643.481   331,002.636   MT  0.99995172   -1 12 26.4
 JE2018
 JE2018                          SUPERSEDED SURVEY CONTROL
 JE2018
 JE2018  NAD 83(1986)-  38 30 50.92889(N)    094 56 18.18931(W) AD(       ) 4
 JE2018  NAD 27      -  38 30 50.58900(N)    094 56 17.30600(W) AD(       ) 3
 JE2018
 JE2018.Superseded values are not recommended for survey control.
 JE2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2018.See file dsdata.txt to determine how the superseded data were derived.
 JE2018
 JE2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3100364643(NAD 83)
 JE2018_MARKER: 52 = STANDPIPE TANK
 JE2018
 JE2018  HISTORY     - Date     Condition        Report By
 JE2018  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE2018
 JE2018                          STATION DESCRIPTION
 JE2018
 JE2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2018'LOCATED ABOUT 1 MILE NORTHEAST OF THE CENTER OF OSAWATOMIE IN
 JE2018'THE NORTHEAST SECTION OF THE HOSPITAL GROUNDS, JUST WEST OF
 JE2018'U.S. HIGHWAY 169.
 JE2018'
 JE2018'IT IS A STEEL STANDPIPE PAINTED GRAY AND IS ABOUT 110 FEET
 JE2018'HIGH.  THE POINT OBSERVED UPON WAS THE TOP OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1700 ***********************************************************************
 JE1700  DESIGNATION -  OSBORN
 JE1700  PID         -  JE1700
 JE1700  STATE/COUNTY-  KS/LINN
 JE1700  USGS QUAD   -  CENTERVILLE (1983)
 JE1700
 JE1700                         *CURRENT SURVEY CONTROL
 JE1700  ___________________________________________________________________
 JE1700* NAD 83(1997)-  38 12 44.82486(N)    095 04 28.88627(W)     ADJUSTED  
 JE1700* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 JE1700  ___________________________________________________________________
 JE1700  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JE1700  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JE1700
 JE1700  HORZ ORDER  -  SECOND
 JE1700
 JE1700.The horizontal coordinates were established by classical geodetic methods
 JE1700.and adjusted by the National Geodetic Survey in October 1998..
 JE1700
 JE1700.The orthometric height was scaled from a topographic map.
 JE1700
 JE1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1700
 JE1700.The geoid height was determined by GEOID03.
 JE1700
 JE1700;                    North         East     Units Scale Factor Converg.
 JE1700;SPC KS S     -   577,069.955   699,900.605   MT  0.99994912   +2 06 17.8
 JE1700;UTM  15      - 4,231,422.075   318,365.043   MT  1.00000632   -1 17 01.4
 JE1700
 JE1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1700!SPC KS S     -   0.99995583  x   0.99994912  =   0.99990496
 JE1700!UTM  15      -   0.99995583  x   1.00000632  =   0.99996215
 JE1700
 JE1700:                Primary Azimuth Mark                     Grid Az
 JE1700:SPC KS S     -  OSBORN AZ MK RESET                       054 07 54.3
 JE1700:UTM  15      -  OSBORN AZ MK RESET                       057 31 13.5
 JE1700
 JE1700|---------------------------------------------------------------------|
 JE1700| PID    Reference Object                     Distance      Geod. Az  |
 JE1700|                                                           dddmmss.s |
 JE1700| CL5917 OSBORN AZ MK RESET                                 0561412.1 |
 JE1700| JE1699 CENTERVILLE STANOLIND PLINE TK      APPROX. 4.9 KM 0864737.3 |
 JE1700| CL5918 OSBORN RM 1                           5.085 METERS 17632     |
 JE1700| CL5916 OSBORN AZ MK                                       2611900.7 |
 JE1700| CL5919 OSBORN RM 2                           3.819 METERS 30330     |
 JE1700|---------------------------------------------------------------------|
 JE1700
 JE1700                          SUPERSEDED SURVEY CONTROL
 JE1700
 JE1700  NAD 83(1997)-  38 12 44.83131(N)    095 04 28.88470(W) AD(       ) 2
 JE1700  NAD 83(1986)-  38 12 44.83181(N)    095 04 28.88369(W) AD(       ) 2
 JE1700  NAD 27      -  38 12 44.73700(N)    095 04 27.98300(W) AD(       ) 2
 JE1700
 JE1700.Superseded values are not recommended for survey control.
 JE1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1700.See file dsdata.txt to determine how the superseded data were derived.
 JE1700
 JE1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC1836531422(NAD 83)
 JE1700_MARKER: DS = TRIANGULATION STATION DISK
 JE1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1700
 JE1700  HISTORY     - Date     Condition        Report By
 JE1700  HISTORY     - 1948     MONUMENTED       CGS
 JE1700  HISTORY     - 1960     GOOD             CGS
 JE1700  HISTORY     - 1970     GOOD             NGS
 JE1700
 JE1700                          STATION DESCRIPTION
 JE1700
 JE1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1700'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF GARNETT, 9
 JE1700'MILES NORTHWEST OF BLUE MOUND, 300 FEET EAST OF THE ANDERSON-LINN
 JE1700'COUNTY LINE, 30 FEET EAST OF THE NORTHEAST CORNER OF A HANGAR,
 JE1700'AND 27 FEET NORTH OF THE CENTER OF AN EAST-WEST ROW OF CEDAR
 JE1700'TREES.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED OSBORN
 JE1700'1948.
 JE1700'
 JE1700'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE EAST SIDE OF A HANGAR
 JE1700'AND 10.5 FEET NORTH OF THE CENTER OF AN EAST-WEST ROW OF CEDAR
 JE1700'TREES.  IT IS SET FLUSH WITH THE GROUND AND IS STAMPED OSBORN NO 1
 JE1700'1948.
 JE1700'
 JE1700'REFERENCE MARK NO. 2 IS 18.5 FEET EAST OF THE NORTHEAST CORNER
 JE1700'OF A HANGAR.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 JE1700'IS STAMPED OSBORN NO 2 1948.
 JE1700'
 JE1700'AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 JE1700'4 FEET EAST OF A TELEPHONE POLE, AND 1.0 FOOT NORTH OF A FENCE.
 JE1700'IT PROJECTS 4 INCHES AND IS STAMPED OSBORN 1948.
 JE1700'
 JE1700'TO REACH THE STATION FROM THE MISSOURI-PACIFIC RAILROAD UNDERPASS
 JE1700'AT THE SOUTHWEST EDGE OF GARNETT, GO SOUTH ON U.S. HIGHWAY 59
 JE1700'FOR 3.2 MILES, TURN LEFT AND GO EAST FOR 5.4 MILES, TURN RIGHT
 JE1700'AND GO SOUTH FOR 1.0 MILE, TURN LEFT AND GO EAST FOR 4.0 MILES,
 JE1700'TURN LEFT INTO FARM DRIVE AND GO NORTH FOR 300 FEET TO THE
 JE1700'STATION AS DESCRIBED.
 JE1700'
 JE1700'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 300
 JE1700'FEET, TURN RIGHT ON GRAVELED ROAD AND GO WEST FOR 0.4 MILE TO THE
 JE1700'MARK ON THE LEFT AS DESCRIBED.
 JE1700'
 JE1700'AN 87 FOOT SIGNAL AT BLUE MOUND IS VISIBLE AT 37 FEET.
 JE1700'
 JE1700'A 74 FOOT SIGNAL AT KINCAID E. BASE IS VISIBLE AT 50 FEET.
 JE1700'
 JE1700'A 74 FOOT SIGNAL AT RED STAR IS VISIBLE AT 37 FEET.
 JE1700'
 JE1700'A 74 FOOT SIGNAL AT SUGAR IS VISIBLE AT 10 FEET.
 JE1700'
 JE1700'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1700
 JE1700                          STATION RECOVERY (1960)
 JE1700
 JE1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 JE1700'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JE1700'GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS NOT VISIBLE FROM
 JE1700'THE GROUND WHEN THE STATION WAS ESTABLISHED.  ROAD CONSTRUCTION
 JE1700'WORK WILL DESTROY THE AZIMUTH MARK, SO IT WAS MOVED AT THE REQUEST
 JE1700'OF RAY HARDEN, ANDERSON COUNTY ENGINEER.  THE CENTERVILLE,
 JE1700'STANOLIND PIPE LINE CO., WATER TANK WHICH IS VISIBLE FROM THE
 JE1700'GROUND AT THE STATION WAS USED AS AN INITIAL FOR MEASURING THE
 JE1700'ANGLE TO THE RESET AZIMUTH MARK.  A COMPLETE DESCRIPTION
 JE1700'FOLLOWS.
 JE1700'
 JE1700'STATION IS LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF GARNETT,
 JE1700'9 MILES NORTHWEST OF BLUE MOUND, 3 MILES WEST OF CENTERVILLE,
 JE1700'AND 100 YARDS EAST OF THE ANDERSON-LINN COUNTY LINE, ABOUT 100
 JE1700'FEET NORTHEAST OF MR. VERNON OSBORNS HOUSE, 30 FEET EAST OF THE
 JE1700'NORTHEAST CORNER OF A HANGAR USED AS A MACHINERY SHED, AND 27
 JE1700'FEET NORTH OF AN EAST-WEST ROW OF CEDAR TREES.  THE MARK IS
 JE1700'FLUSH WITH THE GROUND AND THE DISK IS STAMPED OSBORN 1948.
 JE1700'
 JE1700'REFERENCE MARK NO. 1 IS 16.68 FEET SOUTH OF THE STATION, 30
 JE1700'FEET EAST OF THE EAST SIDE OF THE HANGAR, AND 10.5 FEET NORTH
 JE1700'OF AN EAST-WEST ROW OF CEDAR TREES.  THE MARK IS FLUSH WITH THE
 JE1700'GROUND AND THE DISK IS STAMPED OSBORN NO 1 1948.
 JE1700'
 JE1700'REFERENCE MARK NO. 2 IS 12.53 FEET NORTHWEST OF THE STATION AND
 JE1700'18.5 FEET EAST OF THE NORTHEAST CORNER OF HANGAR.  THE MARK IS
 JE1700'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED OSBORN
 JE1700'NO 2 1948.
 JE1700'
 JE1700'AZIMUTH MARK (RESET) IS 0.8 MILE NORTHEAST OF THE STATION, ABOUT
 JE1700'200 FEET SOUTH-SOUTHEAST OF A TWO-STORY FARMHOUSE, 94 FEET
 JE1700'NORTHWEST OF THE CENTER OF A CURVE IN A GRAVEL ROAD, 27 FEET
 JE1700'SOUTH OF A FENCE CORNER, 25 FEET WEST OF THE CENTER OF A
 JE1700'NORTH-SOUTH ROAD PROJECTED, 2.5 FEET NORTHWEST OF A TELEPHONE
 JE1700'POLE, 1 FOOT EAST OF A FENCE, AND 1 FOOT SOUTH OF A STEEL
 JE1700'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JE1700'STAMPED OSBORN 1948 RESET 1960.
 JE1700'
 JE1700'TO REACH THE STATION FROM THE MISSOURI PACIFIC RAILROAD UNDERPASS
 JE1700'AT THE SOUTHWEST EDGE OF GARNETT, GO SOUTH ON U.S. HIGHWAY 59
 JE1700'FOR 3.2 MILES.  TURN LEFT AND GO EAST ON A GRAVEL ROAD FOR
 JE1700'5.4 MILES.  TURN RIGHT AND GO SOUTH FOR 1.0 MILE.  TURN LEFT AND
 JE1700'GO EAST ON A GRADED ROAD FOR 4.0 MILES TO THE VERNON OSBORN FARM
 JE1700'BUILDINGS ON THE LEFT AND THE STATION AS DESCRIBED.
 JE1700'
 JE1700'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRADED
 JE1700'ROAD FOR 0.65 MILE.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO WHERE
 JE1700'GRAVEL ROAD TURNS EAST AND THE AZIMUTH MARK ON THE LEFT AS
 JE1700'DESCRIBED.
 JE1700
 JE1700                          STATION RECOVERY (1970)
 JE1700
 JE1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1700'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1700'THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 JE1700'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1700'
 JE1700'THE AZIMUTH MARK IS ABOUT 125 FEET NORTHWEST OF A CURVE IN A
 JE1700'SURFACED ROAD AND IN HEAVY TREE COVER ABOUT 200 FEET SOUTH-SOUTHEAST
 JE1700'OF A TWO-STORY HOUSE.
 JE1700'
 JE1700'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A SURFACED
 JE1700'ROAD FOR 0.65 MILE.  TURN LEFT AND GO NORTH ON A SURFACED ROAD
 JE1700'FOR 0.5 MILE TO A DRIVEWAY ON THE LEFT LEADING TO A TWO-STORY HOUSE
 JE1700'AND WHERE THE HIGHWAY CURVES EAST.  TURN LEFT AND GO
 JE1700'NORTH-NORTHWEST ON A DRIVEWAY FOR ABOUT 150 FEET TO A FENCE CORNER
 JE1700'AND THE AZIMUTH MARK IN A TREE COVERED AREA.
 JE1700'
 JE1700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 JE1700'EAST-SOUTHEAST OF GARNETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0130 ***********************************************************************
 KG0130  DESIGNATION -  OSBORNE
 KG0130  PID         -  KG0130
 KG0130  STATE/COUNTY-  KS/OSBORNE
 KG0130  USGS QUAD   -  OSBORNE (1979)
 KG0130
 KG0130                         *CURRENT SURVEY CONTROL
 KG0130  ___________________________________________________________________
 KG0130* NAD 83(1986)-  39 26 21.     (N)    098 41 40.     (W)     SCALED    
 KG0130* NAVD 88     -       473.913  (meters)    1554.83   (feet)  ADJUSTED  
 KG0130  ___________________________________________________________________
 KG0130  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 KG0130  DYNAMIC HT  -         473.605 (meters)    1553.82  (feet)  COMP
 KG0130  MODELED GRAV-     979,962.2   (mgal)                       NAVD 88
 KG0130
 KG0130  VERT ORDER  -  SECOND    CLASS 0
 KG0130
 KG0130.The horizontal coordinates were scaled from a topographic map and have
 KG0130.an estimated accuracy of +/- 6 seconds.
 KG0130
 KG0130.The orthometric height was determined by differential leveling
 KG0130.and adjusted by the National Geodetic Survey in June 1991..
 KG0130
 KG0130.The geoid height was determined by GEOID03.
 KG0130
 KG0130.The dynamic height is computed by dividing the NAVD 88
 KG0130.geopotential number by the normal gravity value computed on the
 KG0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0130.degrees latitude (g = 980.6199 gals.).
 KG0130
 KG0130.The modeled gravity was interpolated from observed gravity values.
 KG0130
 KG0130;                    North         East    Units  Estimated Accuracy
 KG0130;SPC KS N     -   122,990.      340,220.      MT  (+/- 180 meters Scaled)
 KG0130
 KG0130                          SUPERSEDED SURVEY CONTROL
 KG0130
 KG0130  NGVD 29 (??/??/92)  473.718  (m)         1554.19   (f) ADJ UNCH    2 0
 KG0130
 KG0130.Superseded values are not recommended for survey control.
 KG0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0130.See file dsdata.txt to determine how the superseded data were derived.
 KG0130
 KG0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ262655(NAD 83)
 KG0130_MARKER: DB = BENCH MARK DISK
 KG0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0130_SP_SET: WALL
 KG0130_STAMPING: OSBORNE 1934
 KG0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0130
 KG0130  HISTORY     - Date     Condition        Report By
 KG0130  HISTORY     - 1934     MONUMENTED       CGS
 KG0130  HISTORY     - 1935     GOOD             NGS
 KG0130  HISTORY     - 20060614 GOOD             GEOCAC
 KG0130
 KG0130                          STATION DESCRIPTION
 KG0130
 KG0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KG0130'AT OSBORNE.
 KG0130'AT OSBORNE, OSBORNE COUNTY, AT THE CITY HALL, IN THE WALL,
 KG0130'10 INCHES SOUTH OF THE ENTRANCE TO FIRE STATION 1, AND 1 FOOT
 KG0130'ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED OSBORNE 1934
 KG0130'AND SET VERTICALLY.
 KG0130
 KG0130                          STATION RECOVERY (2006)
 KG0130
 KG0130'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 KG0130'GEOCAC FIRST REPORT.
 KG0130'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0836 ***********************************************************************
 KG0836  DESIGNATION -  OSBORNE
 KG0836  PID         -  KG0836
 KG0836  STATE/COUNTY-  KS/OSBORNE
 KG0836  USGS QUAD   -  OSBORNE (1979)
 KG0836
 KG0836                         *CURRENT SURVEY CONTROL
 KG0836  ___________________________________________________________________
 KG0836* NAD 83(1997)-  39 28 33.42903(N)    098 41 40.13490(W)     ADJUSTED  
 KG0836* NAVD 88     -       549.     (meters)    1801.     (feet)  SCALED    
 KG0836  ___________________________________________________________________
 KG0836  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 KG0836  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 KG0836
 KG0836  HORZ ORDER  -  SECOND
 KG0836
 KG0836.The horizontal coordinates were established by classical geodetic methods
 KG0836.and adjusted by the National Geodetic Survey in October 1998..
 KG0836
 KG0836.The orthometric height was scaled from a topographic map.
 KG0836
 KG0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0836
 KG0836.The geoid height was determined by GEOID03.
 KG0836
 KG0836;                    North         East     Units Scale Factor Converg.
 KG0836;SPC KS N     -   127,074.385   340,247.360   MT  0.99996456   -0 26 21.9
 KG0836;UTM  14      - 4,369,640.248   526,277.217   MT  0.99960850   +0 11 39.2
 KG0836
 KG0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0836!SPC KS N     -   0.99991795  x   0.99996456  =   0.99988251
 KG0836!UTM  14      -   0.99991795  x   0.99960850  =   0.99952648
 KG0836
 KG0836:                Primary Azimuth Mark                     Grid Az
 KG0836:SPC KS N     -  PORTIS MUNICIPAL TANK                    004 38 29.3
 KG0836:UTM  14      -  PORTIS MUNICIPAL TANK                    004 00 28.2
 KG0836
 KG0836|---------------------------------------------------------------------|
 KG0836| PID    Reference Object                     Distance      Geod. Az  |
 KG0836|                                                           dddmmss.s |
 KG0836| KG0681 PORTIS MUNICIPAL TANK               APPROX. 9.8 KM 0041207.4 |
 KG0836| CN9402 OSBORNE AZ MK                                      1702222.1 |
 KG0836| CN9403 OSBORNE RM 1                         17.257 METERS 17459     |
 KG0836| KG0639 OSBORNE EAST MUNICIPAL TANK         APPROX. 4.1 KM 1805636.2 |
 KG0836| KG0637 OSBORNE CO CTHSE CLOCK TOWER        APPROX. 4.3 KM 1875758.3 |
 KG0836| KG0638 OSBORNE WEST MUNICIPAL TANK         APPROX. 4.1 KM 1891131.4 |
 KG0836| CN9404 OSBORNE RM 2                         14.652 METERS 26903     |
 KG0836|---------------------------------------------------------------------|
 KG0836
 KG0836                          SUPERSEDED SURVEY CONTROL
 KG0836
 KG0836  NAD 83(1986)-  39 28 33.43640(N)    098 41 40.13579(W) AD(       ) 2
 KG0836  NAD 27      -  39 28 33.39800(N)    098 41 38.87500(W) AD(       ) 2
 KG0836
 KG0836.Superseded values are not recommended for survey control.
 KG0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0836.See file dsdata.txt to determine how the superseded data were derived.
 KG0836
 KG0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2627769640(NAD 83)
 KG0836_MARKER: DS = TRIANGULATION STATION DISK
 KG0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0836
 KG0836  HISTORY     - Date     Condition        Report By
 KG0836  HISTORY     - 1950     MONUMENTED       CGS
 KG0836
 KG0836                          STATION DESCRIPTION
 KG0836
 KG0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0836'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTH OF OSBORNE ON THE
 KG0836'WEST RIGHT-OF-WAY OF U.S. HIGHWAYS 24 AND 281 AND ON A HIGH HILL
 KG0836'IN A PASTURE.  IT IS 90 FEET SOUTH OF THE CENTER OF A GATE,
 KG0836'69 FEET WEST OF THE CENTER OF U.S. HIGHWAYS 24 AND 281, 53 FEET
 KG0836'SOUTH-SOUTHWEST OF A TELEPHONE POLE, 11 FEET NORTHWEST OF A
 KG0836'WITNESS POST AND 7 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS
 KG0836'STAMPED OSBORNE 1950 AND PROJECTS 4 INCHES.
 KG0836'
 KG0836'REFERENCE MARK NO. 1 IS 63 FEET WEST OF U.S. HIGHWAYS 24 AND 281,
 KG0836'1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT BELOW THE LEVEL
 KG0836'OF THE STATION.  IT IS STAMPED OSBORNE NO 1 1950 AND PROJECTS
 KG0836'3 INCHES.
 KG0836'
 KG0836'REFERENCE MARK NO. 2 IS 55 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 KG0836'IT IS STAMPED OSBORNE NO 2 1950 AND PROJECTS 3 INCHES.
 KG0836'
 KG0836'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 76.8 FEET.
 KG0836'
 KG0836'THE AZIMUTH MARK IS 56 FEET EAST OF A T ROAD INTERSECTION WHERE A
 KG0836'TRACK ROAD INTERSECTS OLD U.S. HIGHWAYS 24 AND 281, 2 FEET NORTH
 KG0836'OF A WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT
 KG0836'IS STAMPED OSBORNE 1950 AND PROJECTS 5 INCHES.  TO REACH THE
 KG0836'AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.4 MILE TO A TRACK
 KG0836'ROAD EAST, TURN LEFT AND GO EAST FOR 0.15 MILE TO A T ROAD
 KG0836'INTERSECTION AND THE AZIMUTH MARK AS DESCRIBED.
 KG0836'
 KG0836'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KG0836'U.S. HIGHWAY 281 ABOUT 1 MILE NORTH OF OSBORNE, GO NORTH ON U.S.
 KG0836'HIGHWAYS 24 AND 281 FOR 1.35 MILES TO THE TOP OF THE HILL AND THE
 KG0836'STATION ON THE LEFT AS DESCRIBED.
 KG0836'
 KG0836'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0637 ***********************************************************************
 KG0637  DESIGNATION -  OSBORNE CO CTHSE CLOCK TOWER
 KG0637  PID         -  KG0637
 KG0637  STATE/COUNTY-  KS/OSBORNE
 KG0637  USGS QUAD   -  OSBORNE (1979)
 KG0637
 KG0637                         *CURRENT SURVEY CONTROL
 KG0637  ___________________________________________________________________
 KG0637* NAD 83(1997)-  39 26 15.88737(N)    098 42 04.95685(W)     ADJUSTED  
 KG0637* NAVD 88     -                                                        
 KG0637  ___________________________________________________________________
 KG0637  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 KG0637  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 KG0637
 KG0637  HORZ ORDER  -  THIRD
 KG0637
 KG0637.The horizontal coordinates were established by classical geodetic methods
 KG0637.and adjusted by the National Geodetic Survey in October 1998..
 KG0637
 KG0637
 KG0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0637
 KG0637.The geoid height was determined by GEOID03.
 KG0637
 KG0637;                    North         East     Units Scale Factor Converg.
 KG0637;SPC KS N     -   122,837.447   339,621.281   MT  0.99996216   -0 26 37.6
 KG0637;UTM  14      - 4,365,398.153   525,698.231   MT  0.99960813   +0 11 22.9
 KG0637
 KG0637                          SUPERSEDED SURVEY CONTROL
 KG0637
 KG0637  NAD 83(1986)-  39 26 15.89519(N)    098 42 04.95742(W) AD(       ) 4
 KG0637  NAD 27      -  39 26 15.86300(N)    098 42 03.69500(W) AD(       ) 3
 KG0637
 KG0637.Superseded values are not recommended for survey control.
 KG0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0637.See file dsdata.txt to determine how the superseded data were derived.
 KG0637
 KG0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2569865398(NAD 83)
 KG0637_MARKER: 55 = TOWER
 KG0637
 KG0637  HISTORY     - Date     Condition        Report By
 KG0637  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0637  HISTORY     - 20060614 GOOD             GEOCAC
 KG0637
 KG0637                          STATION DESCRIPTION
 KG0637
 KG0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0637'THE STATION IS LOCATED IN THE WEST CENTRAL PART OF OSBORNE,
 KG0637'THE ONLY BUILDING IN THE BLOCK.  IT IS A CLOCK TOWER ON THE
 KG0637'NORTH END OF A STONE BUILDING WITH AN OVERALL HEIGHT OF 80
 KG0637'FEET.  THE POINT OBSERVED UPON WAS THE CENTER OF THE TOP OF
 KG0637'THE CLOCK TOWER.
 KG0637
 KG0637                          STATION RECOVERY (2006)
 KG0637
 KG0637'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 KG0637'GEOCAC FIRST REPORT.
 KG0637'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0639 ***********************************************************************
 KG0639  DESIGNATION -  OSBORNE EAST MUNICIPAL TANK
 KG0639  PID         -  KG0639
 KG0639  STATE/COUNTY-  KS/OSBORNE
 KG0639  USGS QUAD   -  OSBORNE (1979)
 KG0639
 KG0639                         *CURRENT SURVEY CONTROL
 KG0639  ___________________________________________________________________
 KG0639* NAD 83(1997)-  39 26 20.60637(N)    098 41 42.95553(W)     ADJUSTED  
 KG0639* NAVD 88     -                                                        
 KG0639  ___________________________________________________________________
 KG0639  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 KG0639  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 KG0639
 KG0639  HORZ ORDER  -  THIRD
 KG0639
 KG0639.The horizontal coordinates were established by classical geodetic methods
 KG0639.and adjusted by the National Geodetic Survey in October 1998..
 KG0639
 KG0639
 KG0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0639
 KG0639.The geoid height was determined by GEOID03.
 KG0639
 KG0639;                    North         East     Units Scale Factor Converg.
 KG0639;SPC KS N     -   122,978.914   340,148.501   MT  0.99996224   -0 26 23.7
 KG0639;UTM  14      - 4,365,545.388   526,223.669   MT  0.99960847   +0 11 36.9
 KG0639
 KG0639                          SUPERSEDED SURVEY CONTROL
 KG0639
 KG0639  NAD 83(1986)-  39 26 20.61405(N)    098 41 42.95618(W) AD(       ) 4
 KG0639  NAD 27      -  39 26 20.58300(N)    098 41 41.69600(W) AD(       ) 3
 KG0639
 KG0639.Superseded values are not recommended for survey control.
 KG0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0639.See file dsdata.txt to determine how the superseded data were derived.
 KG0639
 KG0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2622465545(NAD 83)
 KG0639_MARKER: 53 = ELEVATED TANK
 KG0639
 KG0639  HISTORY     - Date     Condition        Report By
 KG0639  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0639
 KG0639                          STATION DESCRIPTION
 KG0639
 KG0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0639'THE STATION IS LOCATED IN THE CENTRAL PART OF OSBORNE, 200 FEET
 KG0639'SOUTH OF EAST-WEST STREET, 140 FEET WEST OF NORTH-SOUTH STREET
 KG0639'AND 36 FEET NORTH OF PAVED ALLEY.  IT IS A 4 LEGGED STEEL
 KG0639'STRUCTURE SUPPORTING THE TANK PROPER WITH AN OVERALL HEIGHT
 KG0639'OF 110 FEET.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 KG0639'APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0638 ***********************************************************************
 KG0638  DESIGNATION -  OSBORNE WEST MUNICIPAL TANK
 KG0638  PID         -  KG0638
 KG0638  STATE/COUNTY-  KS/OSBORNE
 KG0638  USGS QUAD   -  OSBORNE (1979)
 KG0638
 KG0638                         *CURRENT SURVEY CONTROL
 KG0638  ___________________________________________________________________
 KG0638* NAD 83(1997)-  39 26 23.40224(N)    098 42 07.27092(W)     ADJUSTED  
 KG0638* NAVD 88     -                                                        
 KG0638  ___________________________________________________________________
 KG0638  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 KG0638  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 KG0638
 KG0638  HORZ ORDER  -  THIRD
 KG0638
 KG0638.The horizontal coordinates were established by classical geodetic methods
 KG0638.and adjusted by the National Geodetic Survey in October 1998..
 KG0638
 KG0638
 KG0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0638
 KG0638.The geoid height was determined by GEOID03.
 KG0638
 KG0638;                    North         East     Units Scale Factor Converg.
 KG0638;SPC KS N     -   123,069.618   339,567.743   MT  0.99996228   -0 26 39.0
 KG0638;UTM  14      - 4,365,629.636   525,642.150   MT  0.99960810   +0 11 21.5
 KG0638
 KG0638                          SUPERSEDED SURVEY CONTROL
 KG0638
 KG0638  NAD 83(1986)-  39 26 23.40992(N)    098 42 07.27151(W) AD(       ) 4
 KG0638  NAD 27      -  39 26 23.38000(N)    098 42 06.00900(W) AD(       ) 3
 KG0638
 KG0638.Superseded values are not recommended for survey control.
 KG0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0638.See file dsdata.txt to determine how the superseded data were derived.
 KG0638
 KG0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2564265630(NAD 83)
 KG0638_MARKER: 53 = ELEVATED TANK
 KG0638
 KG0638  HISTORY     - Date     Condition        Report By
 KG0638  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0638
 KG0638                          STATION DESCRIPTION
 KG0638
 KG0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0638'THE STATION IS LOCATED IN THE NORTHWEST PART OF TOWN, 70
 KG0638'FEET EAST OF NORTH-SOUTH STREET AND 50 FEET NORTH OF EAST-WEST
 KG0638'STREET.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING THE
 KG0638'TANK PROPER WITH AN OVERALL HEIGHT OF 120 FEET.  THE POINT
 KG0638'OBSERVED UPON WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1437 ***********************************************************************
 HF1437  DESIGNATION -  OST ST JOSEPH CATH CH SPIRE
 HF1437  PID         -  HF1437
 HF1437  STATE/COUNTY-  KS/RENO
 HF1437  USGS QUAD   -  GARDEN PLAIN (1982)
 HF1437
 HF1437                         *CURRENT SURVEY CONTROL
 HF1437  ___________________________________________________________________
 HF1437* NAD 83(1997)-  37 44 55.91496(N)    097 43 54.49395(W)     ADJUSTED  
 HF1437* NAVD 88     -                                                        
 HF1437  ___________________________________________________________________
 HF1437  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 HF1437  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HF1437
 HF1437  HORZ ORDER  -  THIRD
 HF1437
 HF1437.The horizontal coordinates were established by classical geodetic methods
 HF1437.and adjusted by the National Geodetic Survey in October 1998..
 HF1437
 HF1437
 HF1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1437
 HF1437.The geoid height was determined by GEOID03.
 HF1437
 HF1437;                    North         East     Units Scale Factor Converg.
 HF1437;SPC KS S     -   520,386.183   467,697.188   MT  0.99994024   +0 28 19.5
 HF1437;UTM  14      - 4,178,708.737   611,725.171   MT  0.99975375   +0 46 35.3
 HF1437
 HF1437                          SUPERSEDED SURVEY CONTROL
 HF1437
 HF1437  NAD 83(1997)-  37 44 55.92300(N)    097 43 54.49394(W) AD(       ) 4
 HF1437  NAD 83(1986)-  37 44 55.92503(N)    097 43 54.49207(W) AD(       ) 4
 HF1437  NAD 27      -  37 44 55.88803(N)    097 43 53.31426(W) AD(       ) 3
 HF1437
 HF1437.Superseded values are not recommended for survey control.
 HF1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1437.See file dsdata.txt to determine how the superseded data were derived.
 HF1437
 HF1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1172578709(NAD 83)
 HF1437_MARKER: 90 = CHURCH SPIRE
 HF1437
 HF1437  HISTORY     - Date     Condition        Report By
 HF1437  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1437
 HF1437                          STATION DESCRIPTION
 HF1437
 HF1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1437'THE STATION IS THE CROSS ATOP THE CHURCH SPIRE WHICH IS IN
 HF1437'THE SMALL VILLAGE OF OST AND APPROXIMATELY 7 MILES NORTHWEST
 HF1437'OF GARDEN PLAIN.
 HF1437'
 HF1437'THE CHURCH IS A RED BRICK STRUCTURE WITH A DARK GREEN SPIRE
 HF1437'AND IS APPROXIMATELY 100 FEET HIGH OVERALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0744 ***********************************************************************
 HE0744  DESIGNATION -  OSWEGO
 HE0744  PID         -  HE0744
 HE0744  STATE/COUNTY-  KS/LABETTE
 HE0744  USGS QUAD   -  OSWEGO (1974)
 HE0744
 HE0744                         *CURRENT SURVEY CONTROL
 HE0744  ___________________________________________________________________
 HE0744* NAD 83(1997)-  37 10 06.08127(N)    095 06 20.77331(W)     ADJUSTED  
 HE0744* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 HE0744  ___________________________________________________________________
 HE0744  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 HE0744  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HE0744
 HE0744  HORZ ORDER  -  SECOND
 HE0744
 HE0744.The horizontal coordinates were established by classical geodetic methods
 HE0744.and adjusted by the National Geodetic Survey in October 1998..
 HE0744
 HE0744.The orthometric height was scaled from a topographic map.
 HE0744
 HE0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0744
 HE0744.The geoid height was determined by GEOID03.
 HE0744
 HE0744;                    North         East     Units Scale Factor Converg.
 HE0744;SPC KS S     -   461,167.331   701,398.317   MT  1.00002078   +2 05 09.1
 HE0744;UTM  15      - 4,115,625.118   313,039.261   MT  1.00003060   -1 16 21.3
 HE0744
 HE0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0744!SPC KS S     -   0.99996120  x   1.00002078  =   0.99998198
 HE0744!UTM  15      -   0.99996120  x   1.00003060  =   0.99999180
 HE0744
 HE0744|---------------------------------------------------------------------|
 HE0744| PID    Reference Object                     Distance      Geod. Az  |
 HE0744|                                                           dddmmss.s |
 HE0744| CL5924 OSWEGO RM 1                          24.606 METERS 09856     |
 HE0744| HE0740 OSWEGO MUNICIPAL TANK               285.151 METERS 22548     |
 HE0744| CL5923 OSWEGO AZ MK                                       2644423.2 |
 HE0744| HE0758 OSWEGO COOP ASSN ELEVATOR WEST      APPROX. 2.0 KM 2682849.4 |
 HE0744| HE0741 OSWEGO FREETO CONSTR RAD MAST       APPROX. 0.9 KM 2734433.4 |
 HE0744| CL5925 OSWEGO RM 2                          26.157 METERS 33852     |
 HE0744| HE0723 STRAUSS KAN GAS ELEC CO TANK        APPROX.15.4 KM 3574831.7 |
 HE0744| HE0726 STRAUSS KAN GAS ELEC NW STACK       APPROX.15.3 KM 3574959.3 |
 HE0744| HE0720 STRAUSS KAN GAS ELEC CO SE STK      APPROX.15.0 KM 3594234.0 |
 HE0744|---------------------------------------------------------------------|
 HE0744
 HE0744                          SUPERSEDED SURVEY CONTROL
 HE0744
 HE0744  NAD 83(1997)-  37 10 06.08558(N)    095 06 20.77381(W) AD(       ) 2
 HE0744  NAD 83(1986)-  37 10 06.09613(N)    095 06 20.76276(W) AD(       ) 2
 HE0744  NAD 27      -  37 10 05.86076(N)    095 06 19.89418(W) AD(       ) 2
 HE0744
 HE0744.Superseded values are not recommended for survey control.
 HE0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0744.See file dsdata.txt to determine how the superseded data were derived.
 HE0744
 HE0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1303915625(NAD 83)
 HE0744_MARKER: DS = TRIANGULATION STATION DISK
 HE0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0744+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2006
 HE0744
 HE0744  HISTORY     - Date     Condition        Report By
 HE0744  HISTORY     - 1965     MONUMENTED       CGS
 HE0744  HISTORY     - 20060920 GOOD             GEOCAC
 HE0744
 HE0744                          STATION DESCRIPTION
 HE0744
 HE0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0744'THE STATION IS LOCATED IN THE CITY OF OSWEGO, IN THE NORTHEAST
 HE0744'ANGLE OF THIRD STREET AND IOWA STREET, ON PROPERTY OWNED BY AND
 HE0744'IN THE SOUTHWEST CORNER OF THE GROUNDS OF THE OSWEGO GRADE
 HE0744'SCHOOL.
 HE0744'
 HE0744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59, AND
 HE0744'STATE HIGHWAY 96, IN OSWEGO, GO EAST ON HIGHWAY 96 FOR 0.25
 HE0744'MILE TO IOWA STREET.  TURN LEFT AND GO NORTH ON IOWA STREET FOR
 HE0744'0.25 MILE TO THIRD STREET AND THE STATION IN THE NORTHEAST ANGLE.
 HE0744'
 HE0744'STATION MARK IS A STANDARD DISK STAMPED OSWEGO 1964, SET IN THE
 HE0744'TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HE0744'OF THE GROUND.  IT IS 111.5 FEET SOUTH OF THE SOUTHWEST
 HE0744'CORNER OF THE SCHOOL BUILDING, 73 FEET EAST OF THE CENTERLINE
 HE0744'OF IOWA STREET, 51 FEET NORTH OF THE CENTERLINE OF THIRD
 HE0744'STREET, 42 FEET EAST OF THE CONCRETE CURB ALONG THE EAST
 HE0744'SIDE OF IOWA STREET, AND 11 FEET NORTH OF THE NORTH EDGE OF
 HE0744'A SIDEWALK.
 HE0744'
 HE0744'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED OSWEGO NO 1
 HE0744'1964, IS CEMENTED IN A DRILL HOLE NEAR THE APPROXIMATE
 HE0744'CENTER OF SIDEWALK ALONG THE NORTH SIDE OF THIRD STREET.  IT IS
 HE0744'87.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE
 HE0744'AND 39 FEET NORTH OF THE CENTERLINE OF THIRD STREET.
 HE0744'
 HE0744'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED OSWEGO NO 2
 HE0744'1964, IS CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER
 HE0744'OF SIDEWALK ALONG THE EAST SIDE OF IOWA STREET.  IT IS 43 FEET
 HE0744'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 42 FEET EAST
 HE0744'OF THE CENTERLINE OF IOWA STREET AND 10.5 FEET EAST OF THE
 HE0744'CONCRETE CURB.
 HE0744'
 HE0744'AZIMUTH MARK IS A STANDARD DISK STAMPED OSWEGO 1964, CEMENTED
 HE0744'IN A DRILL HOLE NEAR THE NORTH END AND IN THE APPROXIMATE
 HE0744'CENTER OF SIDEWALK AT THE SOUTHWEST ANGLE OF THIRD STREET
 HE0744'AND COMMERCIAL STREET.  IT IS 17.5 FEET NORTH-NORTHWEST OF A
 HE0744'A STREET LAMP POLE, 13 FEET SOUTH OF THE CURB OF THIRD STREET
 HE0744'AND 6 FEET WEST OF THE CURB OF COMMERCIAL STREET.
 HE0744'
 HE0744'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THIRD
 HE0744'STREET FOR 0.2 MILE TO THE MARK IN THE SOUTHWEST ANGLE OF
 HE0744'COMMERCIAL AND THIRD STREET.
 HE0744'
 HE0744'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 HE0744
 HE0744                          STATION RECOVERY (2006)
 HE0744
 HE0744'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 HE0744'THE BUILDING IS NOT USED AS A GRADE SCHOOL AT THIS TIME. THE STATION
 HE0744'AND REFERENCE MARK 2 WERE FOUND AS DESCRIBED. THE AZIMUTH MARK AND
 HE0744'REFERENCE MARK 1 WERE NOT FOUND, BUT THE STEM FOR REFERENCE MARK 1 WAS
 HE0744'LOCATED IN THE SIDEWALK SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0757 ***********************************************************************
 HE0757  DESIGNATION -  OSWEGO COOP ASSN ELEVATOR EAST
 HE0757  PID         -  HE0757
 HE0757  STATE/COUNTY-  KS/LABETTE
 HE0757  USGS QUAD   -  LABETTE (1974)
 HE0757
 HE0757                         *CURRENT SURVEY CONTROL
 HE0757  ___________________________________________________________________
 HE0757* NAD 83(1997)-  37 10 04.34702(N)    095 07 41.80872(W)     ADJUSTED  
 HE0757* NAVD 88     -                                                        
 HE0757  ___________________________________________________________________
 HE0757  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 HE0757  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 HE0757
 HE0757  HORZ ORDER  -  THIRD
 HE0757
 HE0757.The horizontal coordinates were established by classical geodetic methods
 HE0757.and adjusted by the National Geodetic Survey in October 1998..
 HE0757
 HE0757
 HE0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0757
 HE0757.The geoid height was determined by GEOID03.
 HE0757
 HE0757;                    North         East     Units Scale Factor Converg.
 HE0757;SPC KS S     -   461,041.376   699,402.312   MT  1.00002089   +2 04 19.3
 HE0757;UTM  15      - 4,115,616.305   311,039.277   MT  1.00003987   -1 17 10.3
 HE0757
 HE0757                          SUPERSEDED SURVEY CONTROL
 HE0757
 HE0757  NAD 83(1997)-  37 10 04.35128(N)    095 07 41.80944(W) AD(       ) 4
 HE0757  NAD 83(1986)-  37 10 04.36176(N)    095 07 41.79776(W) AD(       ) 4
 HE0757  NAD 27      -  37 10 04.09541(N)    095 07 40.98684(W) AD(       ) 3
 HE0757
 HE0757.Superseded values are not recommended for survey control.
 HE0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0757.See file dsdata.txt to determine how the superseded data were derived.
 HE0757
 HE0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1103915616(NAD 83)
 HE0757_MARKER: 65 = GRAIN ELEVATOR
 HE0757
 HE0757  HISTORY     - Date     Condition        Report By
 HE0757  HISTORY     - 1966     FIRST OBSERVED   CGS
 HE0757
 HE0757                          STATION DESCRIPTION
 HE0757
 HE0757'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0758 ***********************************************************************
 HE0758  DESIGNATION -  OSWEGO COOP ASSN ELEVATOR WEST
 HE0758  PID         -  HE0758
 HE0758  STATE/COUNTY-  KS/LABETTE
 HE0758  USGS QUAD   -  LABETTE (1974)
 HE0758
 HE0758                         *CURRENT SURVEY CONTROL
 HE0758  ___________________________________________________________________
 HE0758* NAD 83(1997)-  37 10 04.34923(N)    095 07 41.99283(W)     ADJUSTED  
 HE0758* NAVD 88     -                                                        
 HE0758  ___________________________________________________________________
 HE0758  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HE0758  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 HE0758
 HE0758  HORZ ORDER  -  THIRD
 HE0758
 HE0758.The horizontal coordinates were established by classical geodetic methods
 HE0758.and adjusted by the National Geodetic Survey in October 1998..
 HE0758
 HE0758
 HE0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0758
 HE0758.The geoid height was determined by GEOID03.
 HE0758
 HE0758;                    North         East     Units Scale Factor Converg.
 HE0758;SPC KS S     -   461,041.279   699,397.771   MT  1.00002089   +2 04 19.1
 HE0758;UTM  15      - 4,115,616.475   311,034.737   MT  1.00003989   -1 17 10.4
 HE0758
 HE0758                          SUPERSEDED SURVEY CONTROL
 HE0758
 HE0758  NAD 83(1997)-  37 10 04.35357(N)    095 07 41.99327(W) AD(       ) 4
 HE0758  NAD 83(1986)-  37 10 04.36423(N)    095 07 41.98185(W) AD(       ) 4
 HE0758  NAD 27      -  37 10 04.12782(N)    095 07 41.11390(W) AD(       ) 3
 HE0758
 HE0758.Superseded values are not recommended for survey control.
 HE0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0758.See file dsdata.txt to determine how the superseded data were derived.
 HE0758
 HE0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1103515616(NAD 83)
 HE0758_MARKER: 65 = GRAIN ELEVATOR
 HE0758
 HE0758  HISTORY     - Date     Condition        Report By
 HE0758  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0758
 HE0758                          STATION DESCRIPTION
 HE0758
 HE0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0758'STATION IS THE TOP CENTER OF THE ELEVATOR HEADHOUSE, 165
 HE0758'FEET IN HEIGHT AND PAINTED WHITE.  IT IS LOCATED ABOUT 1 MILE
 HE0758'WEST OF OSWEGO, AT THE OSWEGO R.R. DEPOT AND JUST WEST OF THE
 HE0758'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0741 ***********************************************************************
 HE0741  DESIGNATION -  OSWEGO FREETO CONSTR RAD MAST
 HE0741  PID         -  HE0741
 HE0741  STATE/COUNTY-  KS/LABETTE
 HE0741  USGS QUAD   -  OSWEGO (1974)
 HE0741
 HE0741                         *CURRENT SURVEY CONTROL
 HE0741  ___________________________________________________________________
 HE0741* NAD 83(1997)-  37 10 08.05837(N)    095 06 58.57307(W)     ADJUSTED  
 HE0741* NAVD 88     -                                                        
 HE0741  ___________________________________________________________________
 HE0741  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 HE0741  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 HE0741
 HE0741  HORZ ORDER  -  THIRD
 HE0741
 HE0741.The horizontal coordinates were established by classical geodetic methods
 HE0741.and adjusted by the National Geodetic Survey in October 1998..
 HE0741
 HE0741
 HE0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0741
 HE0741.The geoid height was determined by GEOID03.
 HE0741
 HE0741;                    North         East     Units Scale Factor Converg.
 HE0741;SPC KS S     -   461,194.352   700,464.150   MT  1.00002066   +2 04 45.8
 HE0741;UTM  15      - 4,115,706.818   312,108.270   MT  1.00003490   -1 16 44.2
 HE0741
 HE0741                          SUPERSEDED SURVEY CONTROL
 HE0741
 HE0741  NAD 83(1997)-  37 10 08.06270(N)    095 06 58.57354(W) AD(       ) 4
 HE0741  NAD 83(1986)-  37 10 08.07338(N)    095 06 58.56239(W) AD(       ) 4
 HE0741  NAD 27      -  37 10 07.83763(N)    095 06 57.68975(W) AD(       ) 3
 HE0741
 HE0741.Superseded values are not recommended for survey control.
 HE0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0741.See file dsdata.txt to determine how the superseded data were derived.
 HE0741
 HE0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1210815707(NAD 83)
 HE0741_MARKER: 42 = RADIO/TV MAST
 HE0741
 HE0741  HISTORY     - Date     Condition        Report By
 HE0741  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0741
 HE0741                          STATION DESCRIPTION
 HE0741
 HE0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0741'STATION IS THE TOP CENTER OF THE MAST, ABOUT 140 FEET IN
 HE0741'HEIGHT, BUILT OF STRUCTURAL STEEL, PAINTED ALTERNATLEY RED
 HE0741'AND WHITE AND HAS A RED LIGHT TOP CENTER.  IT IS LOCATED AT
 HE0741'THE FREETO CONSTRUCTION CO.  OFFICE AT THE WEST EDGE OF OSWEGO,
 HE0741'1 BLOCK NORTH OF THE INTERSECTION OF DEPOT ST. AND THIRD ST.
 HE0741'AND 30 FEET EAST OF THE CENTERLINE OF DEPOT ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0740 ***********************************************************************
 HE0740  DESIGNATION -  OSWEGO MUNICIPAL TANK
 HE0740  PID         -  HE0740
 HE0740  STATE/COUNTY-  KS/LABETTE
 HE0740  USGS QUAD   -  OSWEGO (1974)
 HE0740
 HE0740                         *CURRENT SURVEY CONTROL
 HE0740  ___________________________________________________________________
 HE0740* NAD 83(1997)-  37 09 59.63342(N)    095 06 29.06032(W)     ADJUSTED  
 HE0740* NAVD 88     -                                                        
 HE0740  ___________________________________________________________________
 HE0740  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 HE0740  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 HE0740
 HE0740  HORZ ORDER  -  THIRD
 HE0740
 HE0740.The horizontal coordinates were established by classical geodetic methods
 HE0740.and adjusted by the National Geodetic Survey in October 1998..
 HE0740
 HE0740
 HE0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0740
 HE0740.The geoid height was determined by GEOID03.
 HE0740
 HE0740;                    North         East     Units Scale Factor Converg.
 HE0740;SPC KS S     -   460,961.245   701,201.231   MT  1.00002119   +2 05 04.0
 HE0740;UTM  15      - 4,115,430.930   312,830.438   MT  1.00003157   -1 16 26.1
 HE0740
 HE0740                          SUPERSEDED SURVEY CONTROL
 HE0740
 HE0740  NAD 83(1997)-  37 09 59.63767(N)    095 06 29.06094(W) AD(       ) 4
 HE0740  NAD 83(1986)-  37 09 59.64843(N)    095 06 29.04965(W) AD(       ) 4
 HE0740  NAD 27      -  37 09 59.41584(N)    095 06 28.17664(W) AD(       ) 3
 HE0740
 HE0740.Superseded values are not recommended for survey control.
 HE0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0740.See file dsdata.txt to determine how the superseded data were derived.
 HE0740
 HE0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB1283015431(NAD 83)
 HE0740_MARKER: 53 = ELEVATED TANK
 HE0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0740+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 HE0740
 HE0740  HISTORY     - Date     Condition        Report By
 HE0740  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0740  HISTORY     - 20030714 GOOD             USPSQD
 HE0740  HISTORY     - 20060920 GOOD             GEOCAC
 HE0740
 HE0740                          STATION DESCRIPTION
 HE0740
 HE0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0740'STATION IS THE TOP CENTER OF THE TANK, ELEVATED, 135 FEET IN
 HE0740'HEIGHT, PAINTED SILVER AND MOUNTED ON 4 STRUCTURAL STEEL
 HE0740'LEGS.  IT IS LOCATED IN OSWEGO, 200 FEET SOUTHWEST OF THE
 HE0740'INTERSECTION OF FOURTH ST. AND MERCHANT ST.
 HE0740
 HE0740                          STATION RECOVERY (2003)
 HE0740
 HE0740'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 HE0740'RECOVERED AS DESCRIBED
 HE0740
 HE0740                          STATION RECOVERY (2006)
 HE0740
 HE0740'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 HE0740'THE TANK IS PAINTED PALE BLUE AND HAS OSWEGO IN RED LETTERS ON THE
 HE0740'SOUTHEAST, SOUTHWEST AND NORTHWEST SIDE OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0589 ***********************************************************************
 KG0589  DESIGNATION -  OTEGO
 KG0589  PID         -  KG0589
 KG0589  STATE/COUNTY-  KS/JEWELL
 KG0589  USGS QUAD   -  BURR OAK (1968)
 KG0589
 KG0589                         *CURRENT SURVEY CONTROL
 KG0589  ___________________________________________________________________
 KG0589* NAD 83(1997)-  39 47 05.88712(N)    098 21 17.37787(W)     ADJUSTED  
 KG0589* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 KG0589  ___________________________________________________________________
 KG0589  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 KG0589  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 KG0589
 KG0589  HORZ ORDER  -  THIRD
 KG0589
 KG0589.The horizontal coordinates were established by classical geodetic methods
 KG0589.and adjusted by the National Geodetic Survey in October 1998..
 KG0589
 KG0589.The orthometric height was scaled from a topographic map.
 KG0589
 KG0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0589
 KG0589.The geoid height was determined by GEOID03.
 KG0589
 KG0589;                    North         East     Units Scale Factor Converg.
 KG0589;SPC KS N     -   161,213.422   369,605.179   MT  1.00000027   -0 13 28.2
 KG0589;UTM  14      - 4,404,090.325   555,244.327   MT  0.99963757   +0 24 46.3
 KG0589
 KG0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0589!SPC KS N     -   0.99991731  x   1.00000027  =   0.99991758
 KG0589!UTM  14      -   0.99991731  x   0.99963757  =   0.99955491
 KG0589
 KG0589|---------------------------------------------------------------------|
 KG0589| PID    Reference Object                     Distance      Geod. Az  |
 KG0589|                                                           dddmmss.s |
 KG0589| CN9412 OTEGO RM 1                           10.641 METERS 09019     |
 KG0589| CN9411 OTEGO AZ MK                                        0925909.0 |
 KG0589| CN9413 OTEGO RM 2                           11.250 METERS 27015     |
 KG0589| KG0592 ESBON MUNICIPAL TANK                APPROX. 8.1 KM 3002123.0 |
 KG0589|---------------------------------------------------------------------|
 KG0589
 KG0589                          SUPERSEDED SURVEY CONTROL
 KG0589
 KG0589  NAD 83(1997)-  39 47 05.89023(N)    098 21 17.37916(W) AD(       ) 3
 KG0589  NAD 83(1986)-  39 47 05.89355(N)    098 21 17.37829(W) AD(       ) 3
 KG0589  NAD 27      -  39 47 05.85700(N)    098 21 16.18400(W) AD(       ) 3
 KG0589
 KG0589.Superseded values are not recommended for survey control.
 KG0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0589.See file dsdata.txt to determine how the superseded data were derived.
 KG0589
 KG0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK5524404090(NAD 83)
 KG0589_MARKER: DS = TRIANGULATION STATION DISK
 KG0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0589
 KG0589  HISTORY     - Date     Condition        Report By
 KG0589  HISTORY     - 1950     MONUMENTED       CGS
 KG0589  HISTORY     - 1957     SEE DESCRIPTION  CGS
 KG0589
 KG0589                          STATION DESCRIPTION
 KG0589
 KG0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0589'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF MANKATO AND
 KG0589'ABOUT 3.0 MILES SOUTH OF OTEGO IN THE SOUTH EDGE OF A CULTIVATED
 KG0589'FIELD.  IT IS 37 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 KG0589'36 AND 2 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KG0589'OTEGO 1950 AND PROJECTS 5 INCHES.
 KG0589'
 KG0589'REFERENCE MARK NO. 1 IS IN THE SOUTH EDGE OF A CULTIVATED
 KG0589'FIELD ON ABOUT THE SAME ELEVATION AS THE STATION, 36 FEET
 KG0589'NORTH OF THE CENTER OF U.S. HIGHWAY 36 AND 1 FOOT NORTH OF
 KG0589'AN EAST-WEST FENCE LINE.  IT IS STAMPED OTEGO NO 1 1950 AND
 KG0589'PROJECTS 4 INCHES.
 KG0589'
 KG0589'REFERENCE MARK NO. 2 IS IN THE SOUTH EDGE OF A CULTIVATED
 KG0589'FIELD ON ABOUT THE SAME ELEVATION AS THE STATION, 36 FEET
 KG0589'NORTH OF THE CENTER OF U.S. HIGHWAY 36, 3 FEET NORTH OF A
 KG0589'TELEPHONE POLE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT
 KG0589'IS STAMPED OTEGO NO 2 1950 AND PROJECTS 5 INCHES.
 KG0589'
 KG0589'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A CULTIVATED FIELD,
 KG0589'39 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 36, 2 FEET NORTHEAST
 KG0589'OF A POWER LINE POLE, 2 FEET WEST OF A WITNESS POST AND 1
 KG0589'FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED OTEGO
 KG0589'1950 AND PROJECTS 1 INCH.
 KG0589'
 KG0589'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 KG0589'36 AND STATE HIGHWAY 128, 3.0 MILES SOUTH OF OTEGO, GO WEST
 KG0589'ON U.S. HIGHWAY 36 FOR 0.3 MILE TO AZIMUTH MARK ON LEFT AS
 KG0589'DESCRIBED, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO STATION
 KG0589'ON RIGHT AS DESCRIBED.
 KG0589
 KG0589                          STATION RECOVERY (1957)
 KG0589
 KG0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KG0589'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KG0589'IN GOOD CONDITION.  ROAD CONSTRUCTION ON U.S. HIGHWAY 36
 KG0589'WILL DESTROY THE STATION, UNDERGROUND, AND BOTH REFERENCE
 KG0589'MARKS.  THEY WERE MOVED AND OTEGO 2 WAS ESTABLISHED.  FOR
 KG0589'DETAILS, SEE THE DESCRIPTION OF OTEGO 2 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0588 ***********************************************************************
 KG0588  DESIGNATION -  OTEGO 2
 KG0588  PID         -  KG0588
 KG0588  STATE/COUNTY-  KS/JEWELL
 KG0588  USGS QUAD   -  BURR OAK (1968)
 KG0588
 KG0588                         *CURRENT SURVEY CONTROL
 KG0588  ___________________________________________________________________
 KG0588* NAD 83(1997)-  39 47 07.36578(N)    098 21 17.20957(W)     ADJUSTED  
 KG0588* NAVD 88     -       553.     (meters)    1814.     (feet)  SCALED    
 KG0588  ___________________________________________________________________
 KG0588  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 KG0588  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 KG0588
 KG0588  HORZ ORDER  -  THIRD
 KG0588
 KG0588.The horizontal coordinates were established by classical geodetic methods
 KG0588.and adjusted by the National Geodetic Survey in October 1998..
 KG0588.No horizontal observational check was made to the station.
 KG0588
 KG0588.The orthometric height was scaled from a topographic map.
 KG0588
 KG0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0588
 KG0588.The geoid height was determined by GEOID03.
 KG0588
 KG0588;                    North         East     Units Scale Factor Converg.
 KG0588;SPC KS N     -   161,259.010   369,609.362   MT  1.00000033   -0 13 28.1
 KG0588;UTM  14      - 4,404,135.940   555,248.002   MT  0.99963758   +0 24 46.4
 KG0588
 KG0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0588!SPC KS N     -   0.99991731  x   1.00000033  =   0.99991764
 KG0588!UTM  14      -   0.99991731  x   0.99963758  =   0.99955492
 KG0588
 KG0588|---------------------------------------------------------------------|
 KG0588| PID    Reference Object                     Distance      Geod. Az  |
 KG0588|                                                           dddmmss.s |
 KG0588| CN9414 OTEGO 2 RM 3                         17.520 METERS 09051     |
 KG0588| CN9411 OTEGO AZ MK                                        0990724.6 |
 KG0588| KG0589 OTEGO                                45.780 METERS 18501     |
 KG0588| CN9415 OTEGO 2 RM 4                          9.997 METERS 27341     |
 KG0588| KG0592 ESBON MUNICIPAL TANK                APPROX. 8.1 KM 3000348.2 |
 KG0588|---------------------------------------------------------------------|
 KG0588
 KG0588                          SUPERSEDED SURVEY CONTROL
 KG0588
 KG0588  NAD 83(1997)-  39 47 07.36890(N)    098 21 17.21086(W) AD(       ) 3
 KG0588  NAD 83(1986)-  39 47 07.37221(N)    098 21 17.20999(W) AD(       ) 3
 KG0588  NAD 27      -  39 47 07.33600(N)    098 21 16.01600(W) AD(       ) 3
 KG0588
 KG0588.Superseded values are not recommended for survey control.
 KG0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0588.See file dsdata.txt to determine how the superseded data were derived.
 KG0588
 KG0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK5524804136(NAD 83)
 KG0588_MARKER: DS = TRIANGULATION STATION DISK
 KG0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0588
 KG0588  HISTORY     - Date     Condition        Report By
 KG0588  HISTORY     - 1957     MONUMENTED       CGS
 KG0588  HISTORY     - 1958     GOOD             CGS
 KG0588  HISTORY     - 1962     GOOD             CGS
 KG0588  HISTORY     - 1969     GOOD             CGS
 KG0588
 KG0588                          STATION DESCRIPTION
 KG0588
 KG0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 KG0588'STATION IS LOCATED ABOUT 7 AND 1/2 MILES WEST OF MANKATO AND
 KG0588'3 MILES SOUTH OF THE SMALL TOWN OF OTEGO ON THE RIGHT-OF-WAY
 KG0588'OF U.S. HIGHWAY 36, 200 YARDS NORTHWEST OF FARM BUILDINGS,
 KG0588'120 FEET NORTH OF THE CENTER OF NEW U.S. HIGHWAY 36, AND
 KG0588'2 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 8
 KG0588'INCHES AND THE DISK IS STAMPED OTEGO 2 1957.
 KG0588'
 KG0588'REFERENCE MARK NO. 3 IS 120 FEET NORTH OF THE CENTER OF
 KG0588'U.S. HIGHWAY 36.  THE MARK PROJECTS 6 INCHES AND THE DISK
 KG0588'IS STAMPED OTEGO 2 NO 3 1957.
 KG0588'
 KG0588'REFERENCE MARK NO. 4 IS 120 FEET NORTH OF THE CENTER OF
 KG0588'U.S. HIGHWAY 36.  THE MARK PROJECTS 6 INCHES AND THE DISK
 KG0588'IS STAMPED OTEGO 2 NO 4 1957.
 KG0588'
 KG0588'AZIMUTH MARK IS 39 FEET SOUTH OF THE CENTER OF OLD U.S.
 KG0588'HIGHWAY 36, 2 FEET NORTHEAST OF A POWER POLE, 2 FEET WEST OF
 KG0588'A WHITE WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.  THE MARK
 KG0588'PROJECTS 2 INCHES AND THE DISK IS STAMPED OTEGO 1950.
 KG0588'
 KG0588'TO REACH THE STATION FROM THE POST OFFICE IN MANKATO, GO
 KG0588'SOUTH 1 BLOCK ON THE MAIN STREET TO U.S. HIGHWAY 36.
 KG0588'TURN RIGHT AND GO WEST ON U.S. HIGHWAY 36 FOR 7.0 MILES TO A
 KG0588'JUNCTION OF STATE HIGHWAY 128 SOUTH.  CONTINUE WEST ON
 KG0588'U.S. HIGHWAY 36 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KG0588'CONTINUE STRAIGHT AHEAD WEST ON U.S. HIGHWAY 36 FOR 0.3 MILE
 KG0588'TO THE STATION ON THE RIGHT AS DESCRIBED.
 KG0588'
 KG0588'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KG0588
 KG0588                          STATION RECOVERY (1958)
 KG0588
 KG0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 KG0588'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK
 KG0588'WERE RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 KG0588'WAS NOT AVAILABLE AND A NEW DESCRIPTION FOLLOWS.
 KG0588'
 KG0588'NOTE- U.S. HIGHWAY 36 IS UNDER CONSTRUCTION AND MEASUREMENTS TO
 KG0588'THE HIGHWAY ARE NOT EXACT.
 KG0588'
 KG0588'THE STATION IS LOCATED ABOUT 7.5 MILES WEST OF MANKATO, 3.0
 KG0588'MILES SOUTH OF OTEGO, 116 FEET (SLOPE) NORTH OF AND HIGHER
 KG0588'THAN U.S. HIGHWAY 36.
 KG0588'
 KG0588'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KG0588'STATE HIGHWAY 128 ABOUT 7.0 MILES WEST OF MANKATO, GO WEST ON
 KG0588'U.S. HIGHWAY 36 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KG0588'CONTINUE AHEAD FOR 0.25 MILE TO THE STATION ON THE RIGHT.
 KG0588'
 KG0588'THE STATION MARK IS A STANDARD DISK STAMPED OTEGO 2 1957
 KG0588'SET IN THE TOP OF A CONCRETE CYLINDER THAT PROJECTS 7 INCHES
 KG0588'ABOVE GROUND.  IT IS 4 FEET NORTH OF THE NORTH EDGE OF THE
 KG0588'HIGHWAY CUT, 2.5 FEET WEST OF A WHITE WITNESS POST, AND ABOUT
 KG0588'1.0 FOOT NORTH OF A TELEPHONE POLE LINE.
 KG0588'
 KG0588'REFERENCE MARK 3 IS A STANDARD DISK STAMPED OTEGO 2 NO 3 1957
 KG0588'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 KG0588'8 INCHES ABOVE THE GROUND.  IT IS 116 FEET (SLOPE) NORTH OF THE
 KG0588'APPROXIMATE CENTER OF U.S. HIGHWAY 36, 8 FEET NORTH OF THE
 KG0588'NORTH EDGE OF THE HIGHWAY CUT AND IS IN LINE WITH THE
 KG0588'TELEPHONE LINE.
 KG0588'
 KG0588'REFERENCE MARK 4 IS A STANDARD DISK STAMPED OTEGO 2 NO 4 1957
 KG0588'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 KG0588'8 INCHES ABOVE THE GROUND.  IT IS 116 FEET (SLOPE) NORTH OF
 KG0588'U.S. HIGHWAY 36, 4.0 FEET NORTH OF THE NORTH EDGE OF THE HIGHWAY
 KG0588'CUT, AND 4.0 FEET NORTH OF THE POLE LINE.
 KG0588'
 KG0588'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OTEGO 1950 SET
 KG0588'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2 INCHES
 KG0588'ABOVE GROUND.  IT IS 99 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 KG0588'OF U.S. HIGHWAY 36, 2 FEET NORTHEAST OF A POWERLINE POLE,
 KG0588'2.0 FEET WEST OF A WHITE WITNESS POST AND 1.0 FOOT SOUTH OF
 KG0588'AN EAST-WEST FENCE LINE.
 KG0588
 KG0588                          STATION RECOVERY (1962)
 KG0588
 KG0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KG0588'STATION WAS RECOVERED AS DESCRIBED BY HJS IN 1957 AND ALL
 KG0588'MARKS WERE FOUND IN GOOD CONDITION.  THE STATION WAS CHECKED
 KG0588'FOR DISTANCES TO REFERENCE MARKS AND THE ORIGINAL LISTING
 KG0588'IS CORRECT.  THE STATION IS 41 FEET WEST OF A TELEPHONE
 KG0588'POLE, 2 FEET WEST OF A WHITE WITNESS POST, AND 1 FOOT EAST OF
 KG0588'A NEW STEEL WITNESS POST.
 KG0588'
 KG0588'REFERENCE MARK NO. 3 IS 57.48 FEET EAST OF THE STATION AND
 KG0588'16 FEET EAST OF A TELEPHONE POLE.
 KG0588'
 KG0588'REFERENCE MARK NO 4 IS 32.80 FEET WEST OF THE STATION.
 KG0588
 KG0588                          STATION RECOVERY (1969)
 KG0588
 KG0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0588'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 KG0588'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 KG0588'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 KG0588'ADEQUATE FOR RECOVERY.
 KG0588'
 KG0588'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 KG0588'
 KG0588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-1/2 MILES
 KG0588'WEST OF MANKATO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0833 ***********************************************************************
 JG0833  DESIGNATION -  OTIS
 JG0833  PID         -  JG0833
 JG0833  STATE/COUNTY-  KS/RUSH
 JG0833  USGS QUAD   -  OTIS (1965)
 JG0833
 JG0833                         *CURRENT SURVEY CONTROL
 JG0833  ___________________________________________________________________
 JG0833* NAD 83(1997)-  38 33 32.19814(N)    099 06 26.01459(W)     ADJUSTED  
 JG0833* NAVD 88     -       634.80   (+/-2cm)    2082.7    (feet)  VERTCON   
 JG0833  ___________________________________________________________________
 JG0833  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 JG0833  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0833
 JG0833  HORZ ORDER  -  SECOND
 JG0833  VERT ORDER  -  THIRD ? (See Below)
 JG0833
 JG0833.The horizontal coordinates were established by classical geodetic methods
 JG0833.and adjusted by the National Geodetic Survey in October 1998..
 JG0833
 JG0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0833.The vertical order pertains to the NGVD 29 superseded value.
 JG0833
 JG0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0833
 JG0833.The geoid height was determined by GEOID03.
 JG0833
 JG0833;                    North         East     Units Scale Factor Converg.
 JG0833;SPC KS S     -   610,193.633   347,073.623   MT  0.99999848   -0 22 23.4
 JG0833;UTM  14      - 4,267,839.419   490,657.720   MT  0.99960107   -0 04 00.6
 JG0833
 JG0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0833!SPC KS S     -   0.99990449  x   0.99999848  =   0.99990297
 JG0833!UTM  14      -   0.99990449  x   0.99960107  =   0.99950559
 JG0833
 JG0833|---------------------------------------------------------------------|
 JG0833| PID    Reference Object                     Distance      Geod. Az  |
 JG0833|                                                           dddmmss.s |
 JG0833| CK9578 OTIS RM 1                            13.097 METERS 05415     |
 JG0833| CK9580 OTIS RM 3                            13.091 METERS 05425     |
 JG0833| JG0834 OTIS MUNICIPAL TANK                 APPROX. 5.7 KM 1205308.4 |
 JG0833| JG0785 NATURAL GAS CO PLT 4 RAD MAST       APPROX.22.0 KM 1342301.1 |
 JG0833| CK9579 OTIS RM 2                            15.669 METERS 14129     |
 JG0833| CK9581 OTIS RM 4                            15.545 METERS 14231     |
 JG0833| CK9577 OTIS AZ MK                                         1800347.5 |
 JG0833| JG0836 BISON MUNICIPAL TANK                APPROX. 8.7 KM 2423416.0 |
 JG0833| JG0843 LA CROSSE MUNICIPAL TANK            APPROX.18.1 KM 2595018.5 |
 JG0833|---------------------------------------------------------------------|
 JG0833
 JG0833                          SUPERSEDED SURVEY CONTROL
 JG0833
 JG0833  NAD 83(1986)-  38 33 32.20624(N)    099 06 26.01413(W) AD(       ) 2
 JG0833  NAD 27      -  38 33 32.16100(N)    099 06 24.66800(W) AD(       ) 2
 JG0833  NGVD 29 (07/19/86)  634.55   (m)         2081.9    (f) LEVELING    3  
 JG0833
 JG0833.Superseded values are not recommended for survey control.
 JG0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0833.See file dsdata.txt to determine how the superseded data were derived.
 JG0833
 JG0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9065867839(NAD 83)
 JG0833_MARKER: DS = TRIANGULATION STATION DISK
 JG0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0833
 JG0833  HISTORY     - Date     Condition        Report By
 JG0833  HISTORY     - 1953     MONUMENTED       CGS
 JG0833  HISTORY     - 1954     GOOD             CGS
 JG0833
 JG0833                          STATION DESCRIPTION
 JG0833
 JG0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0833'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF OTIS,
 JG0833'IN SECTION 20, T 17 S, R 16 W, IN A LANE BETWEEN TWO WIRE
 JG0833'FENCES, 59 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 JG0833'34 FEET WEST OF A WIRE FENCE, 6 FEET WEST OF A 4 IN X 4 IN WITNESS
 JG0833'POST, 6 FEET NORTH OF A WIRE FENCE, AND 3 FEET SOUTH OF A
 JG0833'WIRE FENCE.
 JG0833'
 JG0833'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET IN OTIS
 JG0833'WITH STATE HIGHWAY NO. 4 AT THE NORTH EDGE OF OTIS, GO NORTHWESTERLY
 JG0833'ON NO. 4 FOR 3.0 MILES TO AN OVERPASS.  TURN RIGHT, NORTH,
 JG0833'ON A GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 JG0833'LEFT.  CONTINUE NORTH FOR 0.5 MILE TO THE STATION ON THE
 JG0833'LEFT.
 JG0833'
 JG0833'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 JG0833'IS STAMPED OTIS 1953.
 JG0833'
 JG0833'REFERENCE MARK NO. 1 IS 22 FEET WEST OF THE CENTER OF THE
 JG0833'GRAVELED ROAD, 21 FEET NORTH OF A FENCE CORNER, AND 1 FOOT
 JG0833'WEST OF THE WIRE FENCE.  IT PROJECTS 2 INCHES, AND THE DISK
 JG0833'IS STAMPED OTIS NO 1 1953.
 JG0833'
 JG0833'REFERENCE MARK NO. 2 IS 33 FEET SOUTH OF A FENCE CORNER,
 JG0833'22 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, AND 1 FOOT
 JG0833'WEST OF THE WIRE FENCE.  IT PROJECTS 3 INCHES AND THE DISK
 JG0833'IS STAMPED OTIS NO 2 1953.
 JG0833'
 JG0833'THE AZIMUTH MARK IS 46 FEET SOUTHWEST OF THE CENTER OF A
 JG0833'CROSSROAD, 9 FEET WEST OF A FENCE CORNER, 3 FEET WEST-SOUTHWEST
 JG0833'OF A POWER LINE POLE, AND 2 FEET SOUTHEAST OF A 4 IN X 4 IN WITNESS
 JG0833'POST.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED OTIS
 JG0833'1953.
 JG0833'
 JG0833'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 JG0833
 JG0833                          STATION RECOVERY (1954)
 JG0833
 JG0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GCM)
 JG0833'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JG0833'IN GOOD CONDITION.  THE REFERENCE MARKS WERE DISPLACED BY
 JG0833'ROAD CONSTRUCTION.  THEY WERE REPLACED BY THE RUSH COUNTY
 JG0833'ENGINEER IN APPROXIMATELY THE SAME LOCATION.  THE REFERENCE
 JG0833'MARKS WERE RESTAMPED AND THE DIRECTION AND DISTANCE TO EACH
 JG0833'ONE WAS MEASURED.  A COMPLETE DESCRIPTION FOLLOWS.
 JG0833'
 JG0833'STATION IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF OTIS IN
 JG0833'SEC. 20, T 17 S, R 16 W, IN A LANE BETWEEN TWO WIRE FENCES,
 JG0833'60 FEET WEST OF THE CENTER OF GRADED ROAD, 33 FEET WEST
 JG0833'OF A STONE FENCE CORNER, 6 FEET NORTH OF A FENCE, 6 FEET
 JG0833'WEST-SOUTHWEST OF A WHITE WITNESS POST, AND 3 FEET SOUTH
 JG0833'OF A FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 JG0833'AND THE DISK IS STAMPED OTIS 1953.
 JG0833'
 JG0833'REFERENCE MARK NO. 3 IS 26 FEET WEST OF THE CENTER OF GRADED
 JG0833'ROAD, 22 FEET NORTH OF STONE FENCE CORNER AND 1 FOOT EAST
 JG0833'OF FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JG0833'STAMPED OTIS NO 3 1953.
 JG0833'
 JG0833'REFERENCE MARK NO. 4 IS 43 FEET SOUTH OF A STONE FENCE CORNER,
 JG0833'28 FEET WEST OF THE CENTER OF GRADED ROAD, AND 1 FOOT WEST
 JG0833'OF FENCE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED OTIS
 JG0833'NO 4 1953. THIS MARK IS TILTED SLIGHTLY TO THE
 JG0833'SOUTH.
 JG0833'
 JG0833'AZIMUTH MARK IS 46 FEET SOUTHWEST OF THE CENTER OF CROSSROAD,
 JG0833'3 FEET WEST-SOUTHWEST OF POWER POLE, 2 FEET SOUTH OF FENCE
 JG0833'CORNER AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 JG0833'PROJECTS 6 INCHES AND THE DISK IS STAMPED OTIS 1953.
 JG0833'
 JG0833'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET
 JG0833'OF OTIS AND STATE HIGHWAY 4 GO WEST ON STATE HIGHWAY 4 FOR
 JG0833'3.0 MILES TO AN OVERPASS.  TURN RIGHT AND GO NORTH ON A GRAVEL
 JG0833'ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT AT CROSSROADS.
 JG0833'CONTINUE NORTH FOR 0.5 MILE TO THE STATION ON THE LEFT AS
 JG0833'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0834 ***********************************************************************
 JG0834  DESIGNATION -  OTIS MUNICIPAL TANK
 JG0834  PID         -  JG0834
 JG0834  STATE/COUNTY-  KS/RUSH
 JG0834  USGS QUAD   -  OTIS (1965)
 JG0834
 JG0834                         *CURRENT SURVEY CONTROL
 JG0834  ___________________________________________________________________
 JG0834* NAD 83(1997)-  38 31 56.68685(N)    099 03 02.83122(W)     ADJUSTED  
 JG0834* NAVD 88     -                                                        
 JG0834  ___________________________________________________________________
 JG0834  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 JG0834  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 JG0834
 JG0834  HORZ ORDER  -  THIRD
 JG0834
 JG0834.The horizontal coordinates were established by classical geodetic methods
 JG0834.and adjusted by the National Geodetic Survey in October 1998..
 JG0834
 JG0834
 JG0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0834
 JG0834.The geoid height was determined by GEOID03.
 JG0834
 JG0834;                    North         East     Units Scale Factor Converg.
 JG0834;SPC KS S     -   607,218.033   351,975.510   MT  0.99999340   -0 20 18.5
 JG0834;SPC KS N     -    22,631.661   308,376.947   MT  1.00003485   -0 39 53.5
 JG0834;UTM  14      - 4,264,891.257   495,573.515   MT  0.99960024   -0 01 53.9
 JG0834
 JG0834                          SUPERSEDED SURVEY CONTROL
 JG0834
 JG0834  NAD 83(1986)-  38 31 56.69495(N)    099 03 02.83065(W) AD(       ) 4
 JG0834  NAD 27      -  38 31 56.66100(N)    099 03 01.52200(W) AD(       ) 3
 JG0834
 JG0834.Superseded values are not recommended for survey control.
 JG0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0834.See file dsdata.txt to determine how the superseded data were derived.
 JG0834
 JG0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH9557464891(NAD 83)
 JG0834_MARKER: 51 = TANK
 JG0834
 JG0834  HISTORY     - Date     Condition        Report By
 JG0834  HISTORY     - 1934     FIRST OBSERVED   CGS
 JG0834  HISTORY     - 1953     GOOD             CGS
 JG0834
 JG0834                          STATION DESCRIPTION
 JG0834
 JG0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0834'POINT OBSERVED UPON IS THE FINIAL ATOP THE SILVER-TOPPED BLACK
 JG0834'MUNICIPAL (131 FEET HIGH) WATER TANK LETTERED OTIS IN SILVER LOCATED
 JG0834'1 BLOCK SOUTHEAST OF POST OFFICE.  TANK ERECTED IN 1927.
 JG0834'
 JG0834'STATION OBSERVED UPON FROM LA CROSSE, IDA AND BUTTON.
 JG0834
 JG0834                          STATION RECOVERY (1953)
 JG0834
 JG0834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0834'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2053 ***********************************************************************
 JE2053  DESIGNATION -  OTTAWA
 JE2053  PID         -  JE2053
 JE2053  STATE/COUNTY-  KS/FRANKLIN
 JE2053  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE2053
 JE2053                         *CURRENT SURVEY CONTROL
 JE2053  ___________________________________________________________________
 JE2053* NAD 83(1997)-  38 36 04.34662(N)    095 15 56.53660(W)     ADJUSTED  
 JE2053* NAVD 88     -       274.34   (+/-2cm)     900.1    (feet)  VERTCON   
 JE2053  ___________________________________________________________________
 JE2053  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 JE2053  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE2053
 JE2053  HORZ ORDER  -  THIRD
 JE2053  VERT ORDER  -  THIRD ? (See Below)
 JE2053
 JE2053.The horizontal coordinates were established by classical geodetic methods
 JE2053.and adjusted by the National Geodetic Survey in October 1998..
 JE2053
 JE2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE2053.The vertical order pertains to the NGVD 29 superseded value.
 JE2053
 JE2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2053
 JE2053.The geoid height was determined by GEOID03.
 JE2053
 JE2053;                    North         East     Units Scale Factor Converg.
 JE2053;SPC KS S     -   619,599.141   681,686.776   MT  1.00000701   +1 59 15.2
 JE2053;SPC KS N     -    33,332.731   638,154.744   MT  1.00002064   +1 43 48.1
 JE2053;UTM  15      - 4,274,958.185   302,700.626   MT  1.00007939   -1 24 50.5
 JE2053
 JE2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2053!SPC KS S     -   0.99996193  x   1.00000701  =   0.99996894
 JE2053!SPC KS N     -   0.99996193  x   1.00002064  =   0.99998257
 JE2053!UTM  15      -   0.99996193  x   1.00007939  =   1.00004132
 JE2053
 JE2053:                Primary Azimuth Mark                     Grid Az
 JE2053:SPC KS S     -  OTTAWA AZ MK                             088 03 25.0
 JE2053:SPC KS N     -  OTTAWA AZ MK                             088 18 52.1
 JE2053:UTM  15      -  OTTAWA AZ MK                             091 27 30.7
 JE2053
 JE2053|---------------------------------------------------------------------|
 JE2053| PID    Reference Object                     Distance      Geod. Az  |
 JE2053|                                                           dddmmss.s |
 JE2053| CL5928 OTTAWA AZ MK                                       0900240.2 |
 JE2053| CL5929 OTTAWA RM 1                          27.033 METERS 09840     |
 JE2053| CL5930 OTTAWA RM 2                          36.292 METERS 24100     |
 JE2053| JE1655 NORWOOD                             APPROX.11.2 KM 3454714.4 |
 JE2053|---------------------------------------------------------------------|
 JE2053
 JE2053                          SUPERSEDED SURVEY CONTROL
 JE2053
 JE2053  NAD 83(1986)-  38 36 04.35381(N)    095 15 56.53910(W) AD(       ) 3
 JE2053  NAD 27      -  38 36 04.31538(N)    095 15 55.63623(W) AD(       ) 3
 JE2053  NGVD 29 (07/19/86)  274.22   (m)          899.7    (f) LEVELING    3  
 JE2053
 JE2053.Superseded values are not recommended for survey control.
 JE2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2053.See file dsdata.txt to determine how the superseded data were derived.
 JE2053
 JE2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0270174958(NAD 83)
 JE2053_MARKER: DS = TRIANGULATION STATION DISK
 JE2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2053
 JE2053  HISTORY     - Date     Condition        Report By
 JE2053  HISTORY     - 1948     MONUMENTED       CGS
 JE2053  HISTORY     - 1970     GOOD             NGS
 JE2053
 JE2053                          STATION DESCRIPTION
 JE2053
 JE2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2053'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF THE CITY OF
 JE2053'OTTAWA AND IS IN THE SOUTHWEST CORNER OF THE CAMPUS OF OTTAWA
 JE2053'UNIVERSITY.  IT IS 71 FEET NORTH OF THE CENTER OF 11TH STREET,
 JE2053'64 FEET EAST OF THE CENTER OF CEDAR STREET, AND 59 FEET NORTHEAST
 JE2053'OF A FIRE HYDRANT.  IT IS SET FLUSH WITH THE GROUND AND IS
 JE2053'STAMPED OTTAWA 1948.
 JE2053'
 JE2053'REFERENCE MARK NO. 1 IS 57 FEET NORTH OF THE CENTER OF 11TH
 JE2053'STREET AND 16 FEET NORTH-NORTHWEST OF AN ELM TREE.  IT IS SET
 JE2053'FLUSH WITH THE GROUND AND IS STAMPED OTTAWA NO 1 1948.
 JE2053'
 JE2053'REFERENCE MARK NO. 2 IS STANDARD DISK SET IN A DRILL HOLE IN A
 JE2053'CONCRETE CURB.  IT IS 41 FEET NORTHWEST OF THE CENTER OF
 JE2053'INTERSECTION OF CEDAR AND 11TH STREETS, 12 FEET NORTH OF THE
 JE2053'CENTER OF 11TH STREET, 11 FEET WEST OF A POWERLINE POLE, AND
 JE2053'4 FEET WEST OF THE CENTER OF A SIDEWALK.  IT IS STAMPED OTTAWA
 JE2053'NO 2 1948.
 JE2053'
 JE2053'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A CONCRETE
 JE2053'CURB.  IT IS 68 FEET NORTH-NORTHEAST OF THE CENTER OF INTERSECTION
 JE2053'OF 11TH AND MULBERRY STREETS, 46.5 FEET NORTHWEST OF A FIRE
 JE2053'HYDRANT, 12.5 FEET EAST OF THE CENTER OF MULBERRY STREET, AND
 JE2053'8 FEET SOUTH OF A STONE WALK.  IT IS STAMPED OTTAWA 1948.
 JE2053'
 JE2053'A 74 FOOT SIGNAL AT NORWOOD IS VISIBLE AT 64 FEET.
 JE2053'
 JE2053'A 74 FOOT SIGNAL AT WELLS IS VISIBLE AT 50 FEET.
 JE2053'
 JE2053'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE2053
 JE2053                          STATION RECOVERY (1970)
 JE2053
 JE2053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE2053'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE2053'THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 JE2053'CONDITION.  THE AZIMUTH MARK IS OBSTRUCTED BY THE CENTINNEL HALL AT
 JE2053'THE SOUTHWEST CORNER OF OTTAWA UNIVERSITY CAMPUS.  NO OBJECTS WERE
 JE2053'VISIBLE AT THE STATION SITE SO A NEW AZIMUTH MARK WAS NOT SET.
 JE2053'
 JE2053'THE DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THESE ADDITIONAL
 JE2053'NOTES.
 JE2053'
 JE2053'THE STATION IS 59 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JE2053'CENTINNEL HALL AND IS 3 INCHES BELOW THE SURFACE OF THE GROUND.
 JE2053'
 JE2053'REFERENCE MARK NO. 1 IS 53 FEET SOUTHWEST OF THE CENTER OF A DOOR
 JE2053'AT THE SOUTHWEST SIDE OF THE HALL AND 36 FEET WEST OF THE SOUTHWEST
 JE2053'CORNER OF A SIDEWALK.
 JE2053'
 JE2053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT OTTAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1657 ***********************************************************************
 JE1657  DESIGNATION -  OTTAWA CABLE TV MAST
 JE1657  PID         -  JE1657
 JE1657  STATE/COUNTY-  KS/FRANKLIN
 JE1657  USGS QUAD   -  OTTAWA NORTH (1983)
 JE1657
 JE1657                         *CURRENT SURVEY CONTROL
 JE1657  ___________________________________________________________________
 JE1657* NAD 83(1997)-  38 37 40.76462(N)    095 16 29.96718(W)     ADJUSTED  
 JE1657* NAVD 88     -                                                        
 JE1657  ___________________________________________________________________
 JE1657  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 JE1657  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JE1657
 JE1657  HORZ ORDER  -  THIRD
 JE1657
 JE1657.The horizontal coordinates were established by classical geodetic methods
 JE1657.and adjusted by the National Geodetic Survey in October 1998..
 JE1657
 JE1657
 JE1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1657
 JE1657.The geoid height was determined by GEOID03.
 JE1657
 JE1657;                    North         East     Units Scale Factor Converg.
 JE1657;SPC KS S     -   622,542.482   680,775.503   MT  1.00001270   +1 58 54.7
 JE1657;UTM  15      - 4,277,950.630   301,965.570   MT  1.00008297   -1 25 14.3
 JE1657
 JE1657                          SUPERSEDED SURVEY CONTROL
 JE1657
 JE1657  NAD 83(1986)-  38 37 40.77233(N)    095 16 29.97036(W) AD(       ) 4
 JE1657  NAD 27      -  38 37 40.73087(N)    095 16 29.06673(W) AD(       ) 3
 JE1657
 JE1657.Superseded values are not recommended for survey control.
 JE1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1657.See file dsdata.txt to determine how the superseded data were derived.
 JE1657
 JE1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0196677951(NAD 83)
 JE1657_MARKER: 42 = RADIO/TV MAST
 JE1657
 JE1657  HISTORY     - Date     Condition        Report By
 JE1657  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1657
 JE1657                          STATION DESCRIPTION
 JE1657
 JE1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1657'OTTAWA, CABLE TELEVISION MAST IS A TRIANGULAR STEEL STRUCTURE, 400
 JE1657'FEET HIGH AND PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 JE1657'
 JE1657'STATION IS THE LIGHT ATOP THE MAST AND IS LOCATED IN A OPEN FIELD AT
 JE1657'THE NORTHWEST EDGE OF CITY OF OTTAWA.
 JE1657'
 JE1657'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59, BUSINESS
 JE1657'ROUTE US HIGHWAY 50 AND STATE HIGHWAY 68 IN NORTH OTTAWA, GO NORTH
 JE1657'ALONG US HIGHWAY 59 FOR 0.7 MILE TO A CROSSROAD.  TURN LEFT AND GO
 JE1657'WEST ALONG WILSON STREET FOR 0.35 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1650 ***********************************************************************
 JE1650  DESIGNATION -  OTTAWA CS GAS MICROWAVE
 JE1650  PID         -  JE1650
 JE1650  STATE/COUNTY-  KS/FRANKLIN
 JE1650  USGS QUAD   -  PEORIA (1983)
 JE1650
 JE1650                         *CURRENT SURVEY CONTROL
 JE1650  ___________________________________________________________________
 JE1650* NAD 83(1997)-  38 37 06.28657(N)    095 13 52.98301(W)     ADJUSTED  
 JE1650* NAVD 88     -                                                        
 JE1650  ___________________________________________________________________
 JE1650  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 JE1650  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE1650
 JE1650  HORZ ORDER  -  THIRD
 JE1650
 JE1650.The horizontal coordinates were established by classical geodetic methods
 JE1650.and adjusted by the National Geodetic Survey in October 1998..
 JE1650
 JE1650
 JE1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1650
 JE1650.The geoid height was determined by GEOID03.
 JE1650
 JE1650;                    North         East     Units Scale Factor Converg.
 JE1650;SPC KS S     -   621,612.178   684,607.706   MT  1.00001064   +2 00 31.2
 JE1650;UTM  15      - 4,276,794.477   305,736.047   MT  1.00006475   -1 23 35.2
 JE1650
 JE1650                          SUPERSEDED SURVEY CONTROL
 JE1650
 JE1650  NAD 83(1986)-  38 37 06.29442(N)    095 13 52.98565(W) AD(       ) 4
 JE1650  NAD 27      -  38 37 06.25313(N)    095 13 52.08417(W) AD(       ) 3
 JE1650
 JE1650.Superseded values are not recommended for survey control.
 JE1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1650.See file dsdata.txt to determine how the superseded data were derived.
 JE1650
 JE1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0573676794(NAD 83)
 JE1650_MARKER: 44 = MICROWAVE MAST
 JE1650
 JE1650  HISTORY     - Date     Condition        Report By
 JE1650  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1650
 JE1650                          STATION DESCRIPTION
 JE1650
 JE1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1650'OTTAWA, CITIES SERVICE GAS COMPANY, KVG 80 MICROWAVE MAST IS A
 JE1650'TRIANGULAR STEEL MAST, 300 FEET HIGH AND PAINTED IN ALTERNATE
 JE1650'SECTIONS OF RED AND WHITE.
 JE1650'
 JE1650'STATION IS THE LIGHT ATOP THE MAST AND IS LOCATED ABOUT 2-1/2 MILES
 JE1650'NORTHEAST OF DOWNTOWN OTTAWA.
 JE1650'
 JE1650'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35,
 JE1650'U.S. HIGHWAY 50 AND STATE HIGHWAY 68, WHICH IS ABOUT 2 MILES
 JE1650'NORTHEAST OF OTTAWA, GO EAST ALONG STATE HIGHWAY 68 FOR 0.1 MILE TO
 JE1650'A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.3 MILE TO THE
 JE1650'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1661 ***********************************************************************
 JE1661  DESIGNATION -  OTTAWA FIRST BAPTIST CH SPIRE
 JE1661  PID         -  JE1661
 JE1661  STATE/COUNTY-  KS/FRANKLIN
 JE1661  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE1661
 JE1661                         *CURRENT SURVEY CONTROL
 JE1661  ___________________________________________________________________
 JE1661* NAD 83(1997)-  38 36 45.63312(N)    095 16 02.72466(W)     ADJUSTED  
 JE1661* NAVD 88     -                                                        
 JE1661  ___________________________________________________________________
 JE1661  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 JE1661  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE1661
 JE1661  HORZ ORDER  -  THIRD
 JE1661
 JE1661.The horizontal coordinates were established by classical geodetic methods
 JE1661.and adjusted by the National Geodetic Survey in October 1998..
 JE1661
 JE1661
 JE1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1661
 JE1661.The geoid height was determined by GEOID03.
 JE1661
 JE1661;                    North         East     Units Scale Factor Converg.
 JE1661;SPC KS S     -   620,866.286   681,492.999   MT  1.00000942   +1 59 11.4
 JE1661;SPC KS N     -    34,600.749   637,966.663   MT  1.00001841   +1 43 44.2
 JE1661;UTM  15      - 4,276,234.688   302,582.371   MT  1.00007997   -1 24 55.6
 JE1661
 JE1661                          SUPERSEDED SURVEY CONTROL
 JE1661
 JE1661  NAD 83(1986)-  38 36 45.64146(N)    095 16 02.72749(W) AD(       ) 4
 JE1661  NAD 27      -  38 36 45.59900(N)    095 16 01.82200(W) AD(       ) 3
 JE1661
 JE1661.Superseded values are not recommended for survey control.
 JE1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1661.See file dsdata.txt to determine how the superseded data were derived.
 JE1661
 JE1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0258276235(NAD 83)
 JE1661_MARKER: 90 = CHURCH SPIRE
 JE1661
 JE1661  HISTORY     - Date     Condition        Report By
 JE1661  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1661  HISTORY     - 20051013 GOOD             GEOCAC
 JE1661
 JE1661                          STATION DESCRIPTION
 JE1661
 JE1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1661'LOCATED IN THE CENTER OF THE CITY IN THE SOUTHWEST ANGLE OF 4TH
 JE1661'AND HICKORY STREETS, 54 FEET WEST OF THE CENTER OF HICKORY
 JE1661'STREET AND 40 FEET SOUTH OF 4TH STREET.
 JE1661'
 JE1661'IT IS A STONE STRUCTURE WITH THE SHINGLED SPIRE AND CROSS ON THE
 JE1661'NORTHEAST CORNER OF THE BUILDING.  THE HEIGHT IS APPROXIMATELY 90
 JE1661'FEET AND THE POINT OBSERVED UPON WAS THE TOP OF THE SPIRE.
 JE1661
 JE1661                          STATION RECOVERY (2005)
 JE1661
 JE1661'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1663 ***********************************************************************
 JE1663  DESIGNATION -  OTTAWA KC P AND L CO RAD MAST
 JE1663  PID         -  JE1663
 JE1663  STATE/COUNTY-  KS/FRANKLIN
 JE1663  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE1663
 JE1663                         *CURRENT SURVEY CONTROL
 JE1663  ___________________________________________________________________
 JE1663* NAD 83(1997)-  38 33 51.22161(N)    095 17 57.09990(W)     ADJUSTED  
 JE1663* NAVD 88     -                                                        
 JE1663  ___________________________________________________________________
 JE1663  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JE1663  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JE1663
 JE1663  HORZ ORDER  -  THIRD
 JE1663
 JE1663.The horizontal coordinates were established by classical geodetic methods
 JE1663.and adjusted by the National Geodetic Survey in October 1998..
 JE1663
 JE1663
 JE1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1663
 JE1663.The geoid height was determined by GEOID03.
 JE1663
 JE1663;                    North         East     Units Scale Factor Converg.
 JE1663;SPC KS S     -   615,395.923   678,912.074   MT  0.99999952   +1 58 01.1
 JE1663;UTM  15      - 4,270,926.649   299,681.196   MT  1.00009418   -1 26 01.6
 JE1663
 JE1663                          SUPERSEDED SURVEY CONTROL
 JE1663
 JE1663  NAD 83(1986)-  38 33 51.22947(N)    095 17 57.10250(W) AD(       ) 4
 JE1663  NAD 27      -  38 33 51.18300(N)    095 17 56.19500(W) AD(       ) 3
 JE1663
 JE1663.Superseded values are not recommended for survey control.
 JE1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1663.See file dsdata.txt to determine how the superseded data were derived.
 JE1663
 JE1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC9968170927(NAD 83)
 JE1663_MARKER: 42 = RADIO/TV MAST
 JE1663
 JE1663  HISTORY     - Date     Condition        Report By
 JE1663  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1663
 JE1663                          STATION DESCRIPTION
 JE1663
 JE1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1663'LOCATED ABOUT 2 MILES SOUTHWEST OF THE CITY LIMITS OF OTTAWA IN
 JE1663'PASTURE LAND.  IT IS ON A GRAVELED DRIVEWAY, 252 FEET NORTHWEST
 JE1663'OF U.S. HIGHWAY 50S.
 JE1663'
 JE1663'THE MAST IS PAINTED ALTERNATELY RED AND WHITE, TYPE 101, HEIGHT
 JE1663'190 FEET AND WAS ESTABLISHED IN JUNE 1946.
 JE1663'
 JE1663'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 59 AND 50S AT THE
 JE1663'SOUTH EDGE OF OTTAWA, GO SOUTHWEST ON U.S. 50S FOR 2.2 MILES TO
 JE1663'THE MAST ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1656 ***********************************************************************
 JE1656  DESIGNATION -  OTTAWA N MUN TANK
 JE1656  PID         -  JE1656
 JE1656  STATE/COUNTY-  KS/FRANKLIN
 JE1656  USGS QUAD   -  OTTAWA NORTH (1983)
 JE1656
 JE1656                         *CURRENT SURVEY CONTROL
 JE1656  ___________________________________________________________________
 JE1656* NAD 83(1997)-  38 37 57.85365(N)    095 16 00.52296(W)     ADJUSTED  
 JE1656* NAVD 88     -                                                        
 JE1656  ___________________________________________________________________
 JE1656  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JE1656  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE1656
 JE1656  HORZ ORDER  -  THIRD
 JE1656
 JE1656.The horizontal coordinates were established by classical geodetic methods
 JE1656.and adjusted by the National Geodetic Survey in October 1998..
 JE1656
 JE1656
 JE1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1656
 JE1656.The geoid height was determined by GEOID03.
 JE1656
 JE1656;                    North         East     Units Scale Factor Converg.
 JE1656;SPC KS S     -   623,093.786   681,469.023   MT  1.00001374   +1 59 12.8
 JE1656;UTM  15      - 4,278,459.836   302,690.637   MT  1.00007944   -1 24 56.5
 JE1656
 JE1656                          SUPERSEDED SURVEY CONTROL
 JE1656
 JE1656  NAD 83(1986)-  38 37 57.86147(N)    095 16 00.52589(W) AD(       ) 4
 JE1656  NAD 27      -  38 37 57.82009(N)    095 15 59.61835(W) AD(       ) 3
 JE1656
 JE1656.Superseded values are not recommended for survey control.
 JE1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1656.See file dsdata.txt to determine how the superseded data were derived.
 JE1656
 JE1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0269178460(NAD 83)
 JE1656_MARKER: 53 = ELEVATED TANK
 JE1656
 JE1656  HISTORY     - Date     Condition        Report By
 JE1656  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1656  HISTORY     - 20051013 GOOD             GEOCAC
 JE1656
 JE1656                          STATION DESCRIPTION
 JE1656
 JE1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1656'OTTAWA, NORTH MUNICIPAL WATER TANK IS A SEVEN LEGGED STEEL TANK, 120
 JE1656'FEET HIGH AND PAINTED SILVER WITH OTTAWA IN BLACK ON THE NORTH SIDE
 JE1656'OF TANK.
 JE1656'
 JE1656'STATION IS THE VENT ATOP THE TANK AND IS LOCATED IN THE NORTH SECTION
 JE1656'OF OTTAWA IN THE SOUTHWEST ANGLE OF HICKORY AND DUNDEE STREETS.
 JE1656'
 JE1656'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59, BUSINESS
 JE1656'ROUTE US HIGHWAY 50 AND STATE HIGHWAY 68 IN NORTH OTTAWA, GO NORTH
 JE1656'ALONG US HIGHWAY 59 FOR 0.75 MILE TO THE STATION ON THE RIGHT.
 JE1656
 JE1656                          STATION RECOVERY (2005)
 JE1656
 JE1656'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1656'THE TANK IS NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1665 ***********************************************************************
 JE1665  DESIGNATION -  OTTAWA RAD STA KOFO MAST
 JE1665  PID         -  JE1665
 JE1665  STATE/COUNTY-  KS/FRANKLIN
 JE1665  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE1665
 JE1665                         *CURRENT SURVEY CONTROL
 JE1665  ___________________________________________________________________
 JE1665* NAD 83(1997)-  38 35 04.11192(N)    095 15 57.29238(W)     ADJUSTED  
 JE1665* NAVD 88     -                                                        
 JE1665  ___________________________________________________________________
 JE1665  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 JE1665  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE1665
 JE1665  HORZ ORDER  -  THIRD
 JE1665
 JE1665.The horizontal coordinates were established by classical geodetic methods
 JE1665.and adjusted by the National Geodetic Survey in October 1998..
 JE1665
 JE1665
 JE1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1665
 JE1665.The geoid height was determined by GEOID03.
 JE1665
 JE1665;                    North         East     Units Scale Factor Converg.
 JE1665;SPC KS S     -   617,742.248   681,732.913   MT  1.00000357   +1 59 14.8
 JE1665;UTM  15      - 4,273,101.689   302,636.509   MT  1.00007971   -1 24 49.1
 JE1665
 JE1665                          SUPERSEDED SURVEY CONTROL
 JE1665
 JE1665  NAD 83(1986)-  38 35 04.11933(N)    095 15 57.29547(W) AD(       ) 4
 JE1665  NAD 27      -  38 35 04.07337(N)    095 15 56.39207(W) AD(       ) 3
 JE1665
 JE1665.Superseded values are not recommended for survey control.
 JE1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1665.See file dsdata.txt to determine how the superseded data were derived.
 JE1665
 JE1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0263773102(NAD 83)
 JE1665_MARKER: 42 = RADIO/TV MAST
 JE1665
 JE1665  HISTORY     - Date     Condition        Report By
 JE1665  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1665
 JE1665                          STATION DESCRIPTION
 JE1665
 JE1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1665'OTTAWA, RADIO STATION KOFO MAST IS A TRIANGULAR SHAPED STEEL
 JE1665'STRUCTURE, 400 FEET HIGH AND PAINTED IN ALTERNATE SECTIONS OF RED
 JE1665'AND WHITE.
 JE1665'
 JE1665'STATION IS THE LIGHT ATOP THE MAST AND IS LOCATED ALONG THE EAST SIDE
 JE1665'OF US HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA.
 JE1665'
 JE1665'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND BUSINESS
 JE1665'ROUTE OF US HIGHWAY 50 IN THE SOUTH SECTION OF OTTAWA, GO SOUTH
 JE1665'ALONG US HIGHWAY 59 FOR 0.4 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0912 ***********************************************************************
 JE0912  DESIGNATION -  OTTAWA RESET
 JE0912  PID         -  JE0912
 JE0912  STATE/COUNTY-  KS/FRANKLIN
 JE0912  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE0912
 JE0912                         *CURRENT SURVEY CONTROL
 JE0912  ___________________________________________________________________
 JE0912* NAD 83(1986)-  38 37 04.     (N)    095 16 09.     (W)     SCALED    
 JE0912* NAVD 88     -       273.40   (+/-2cm)     897.0    (feet)  VERTCON   
 JE0912  ___________________________________________________________________
 JE0912  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0912
 JE0912  VERT ORDER  -  THIRD (See Below)
 JE0912
 JE0912.The horizontal coordinates were scaled from a topographic map and have
 JE0912.an estimated accuracy of +/- 6 seconds.
 JE0912
 JE0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE0912.The vertical order pertains to the NGVD 29 superseded value.
 JE0912
 JE0912.The geoid height was determined by GEOID03.
 JE0912
 JE0912;                    North         East    Units  Estimated Accuracy
 JE0912;SPC KS S     -   621,430.      681,320.      MT  (+/- 180 meters Scaled)
 JE0912
 JE0912                          SUPERSEDED SURVEY CONTROL
 JE0912
 JE0912  NGVD 29 (??/??/??)  273.28   (m)          896.6    (f) RESET       3  
 JE0912
 JE0912.Superseded values are not recommended for survey control.
 JE0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0912.See file dsdata.txt to determine how the superseded data were derived.
 JE0912
 JE0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC024768(NAD 83)
 JE0912_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JE0912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE0912_SP_SET: ABUTMENT
 JE0912_STAMPING: OTTAWA RESET 1959
 JE0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE0912
 JE0912  HISTORY     - Date     Condition        Report By
 JE0912  HISTORY     - 1959     MONUMENTED       LOCENG
 JE0912  HISTORY     - 20051015 MARK NOT FOUND   GEOCAC
 JE0912
 JE0912                          STATION DESCRIPTION
 JE0912
 JE0912'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 JE0912'AT OTTAWA.
 JE0912'THE MARK IS LOCATED AT OTTAWA, AT THE MAIN STREET BRIDGE OVER
 JE0912'MARAIS DES CYGNES RIVER, IN THE TOP OF THE CONCRETE ABUTMENT
 JE0912'AT THE SOUTHEAST CORNER OF THE BRIDGE, 170 FEET SOUTH OF THE
 JE0912'CENTER OF THE BRIDGE, 32 FEET EAST OF THE CENTERLINE OF MAIN
 JE0912'STREET, AND 1 FOOT-4 INCHES EAST OF THE BRIDGE HANDRAIL BASE
 JE0912'AT THE SOUTHEAST CORNER OF SAID BRIDGE.
 JE0912
 JE0912                          STATION RECOVERY (2005)
 JE0912
 JE0912'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0912'OTTAWA RESET 1959 WAS NOT FOUND.  ABOUT 12 METERS SOUTH OF THE BRIDGE
 JE0912'ABUTMENT IS A NGS VERTICAL CONTROL DISK STAMPED 'OTTAWA RESET 1985'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1649 ***********************************************************************
 JE1649  DESIGNATION -  OTTAWA RWD NO 2 TANK
 JE1649  PID         -  JE1649
 JE1649  STATE/COUNTY-  KS/FRANKLIN
 JE1649  USGS QUAD   -  PEORIA (1983)
 JE1649
 JE1649                         *CURRENT SURVEY CONTROL
 JE1649  ___________________________________________________________________
 JE1649* NAD 83(1997)-  38 32 53.96042(N)    095 13 49.35363(W)     ADJUSTED  
 JE1649* NAVD 88     -                                                        
 JE1649  ___________________________________________________________________
 JE1649  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JE1649  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE1649
 JE1649  HORZ ORDER  -  THIRD
 JE1649
 JE1649.The horizontal coordinates were established by classical geodetic methods
 JE1649.and adjusted by the National Geodetic Survey in October 1998..
 JE1649
 JE1649
 JE1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1649
 JE1649.The geoid height was determined by GEOID03.
 JE1649
 JE1649;                    North         East     Units Scale Factor Converg.
 JE1649;SPC KS S     -   613,839.428   684,968.252   MT  0.99999642   +2 00 33.4
 JE1649;UTM  15      - 4,269,013.548   305,634.884   MT  1.00006524   -1 23 25.3
 JE1649
 JE1649                          SUPERSEDED SURVEY CONTROL
 JE1649
 JE1649  NAD 83(1986)-  38 32 53.96783(N)    095 13 49.35635(W) AD(       ) 4
 JE1649  NAD 27      -  38 32 53.91825(N)    095 13 48.45429(W) AD(       ) 3
 JE1649
 JE1649.Superseded values are not recommended for survey control.
 JE1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1649.See file dsdata.txt to determine how the superseded data were derived.
 JE1649
 JE1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0563569014(NAD 83)
 JE1649_MARKER: 53 = ELEVATED TANK
 JE1649
 JE1649  HISTORY     - Date     Condition        Report By
 JE1649  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1649
 JE1649                          STATION DESCRIPTION
 JE1649
 JE1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1649'OTTAWA, RURAL WATER TANK NUMBER TWO IS A 4 LEGGED STEEL TANK,
 JE1649'150 FEET HIGH AND PAINTED GRAY WITH THE WORDS RURAL DIST. NO 2
 JE1649'PAINTED IN BLACK ON THE NORTH AND SOUTH SIDES.
 JE1649'
 JE1649'STATION IS THE LIGHT ATOP THE TANK AND IS LOCATED ABOUT 4-1/2 MILES
 JE1649'NORTHEAST OF PRINCETON AND 4-1/2 MILES SOUTHEAST OF OTTAWA.
 JE1649'
 JE1649'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59 AND I-35 JUST
 JE1649'SOUTH OF OTTAWA, GO SOUTH ALONG US HIGHWAY 59 FOR 1.7 MILES THENCE
 JE1649'EAST FOR 2 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1667 ***********************************************************************
 JE1667  DESIGNATION -  OTTAWA RWD NO 4 STANDPIPE
 JE1667  PID         -  JE1667
 JE1667  STATE/COUNTY-  KS/FRANKLIN
 JE1667  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE1667
 JE1667                         *CURRENT SURVEY CONTROL
 JE1667  ___________________________________________________________________
 JE1667* NAD 83(1997)-  38 33 53.68909(N)    095 17 08.80673(W)     ADJUSTED  
 JE1667* NAVD 88     -                                                        
 JE1667  ___________________________________________________________________
 JE1667  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JE1667  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JE1667
 JE1667  HORZ ORDER  -  THIRD
 JE1667
 JE1667.The horizontal coordinates were established by classical geodetic methods
 JE1667.and adjusted by the National Geodetic Survey in October 1998..
 JE1667
 JE1667
 JE1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1667
 JE1667.The geoid height was determined by GEOID03.
 JE1667
 JE1667;                    North         East     Units Scale Factor Converg.
 JE1667;SPC KS S     -   615,512.177   680,077.927   MT  0.99999965   +1 58 30.8
 JE1667;UTM  15      - 4,270,973.546   300,851.999   MT  1.00008842   -1 25 31.5
 JE1667
 JE1667                          SUPERSEDED SURVEY CONTROL
 JE1667
 JE1667  NAD 83(1986)-  38 33 53.69588(N)    095 17 08.81036(W) AD(       ) 4
 JE1667  NAD 27      -  38 33 53.64906(N)    095 17 07.90344(W) AD(       ) 3
 JE1667
 JE1667.Superseded values are not recommended for survey control.
 JE1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1667.See file dsdata.txt to determine how the superseded data were derived.
 JE1667
 JE1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0085270974(NAD 83)
 JE1667_MARKER: 52 = STANDPIPE TANK
 JE1667
 JE1667  HISTORY     - Date     Condition        Report By
 JE1667  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1667
 JE1667                          STATION DESCRIPTION
 JE1667
 JE1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1667'OTTAWA, RURAL NUMBER 4 STANDPIPE IS STEEL STANDPIPE 110 FEET HIGH,
 JE1667'PAINTED SILVER, OTTAWA PAINTED ON THE NORTHWEST SIDE AND RWD NO 4
 JE1667'PAINTED IN BLACK ON THE SOUTHEAST SIDE.
 JE1667'
 JE1667'STATION IS THE LIGHT ATOP THE STANDPIPE AND IS LOCATED ABOUT 2-3/4
 JE1667'MILES SOUTH-SOUTHWEST OF OTTAWA.
 JE1667'
 JE1667'TO REACH THE STATION FROM THE JUNCTION OF THE BUSINESS LOOP OF US
 JE1667'HIGHWAY 50 AND I-35 WHICH IS ABOUT 2-1/2 MILES SOUTH-SOUTHWEST OF
 JE1667'OTTAWA, GO SOUTH ALONG A GRAVELED ROAD FOR 0.4 MILE TO THE STATION
 JE1667'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1666 ***********************************************************************
 JE1666  DESIGNATION -  OTTAWA S MUN TANK
 JE1666  PID         -  JE1666
 JE1666  STATE/COUNTY-  KS/FRANKLIN
 JE1666  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE1666
 JE1666                         *CURRENT SURVEY CONTROL
 JE1666  ___________________________________________________________________
 JE1666* NAD 83(1997)-  38 35 38.62077(N)    095 16 12.17175(W)     ADJUSTED  
 JE1666* NAVD 88     -                                                        
 JE1666  ___________________________________________________________________
 JE1666  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 JE1666  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE1666
 JE1666  HORZ ORDER  -  THIRD
 JE1666
 JE1666.The horizontal coordinates were established by classical geodetic methods
 JE1666.and adjusted by the National Geodetic Survey in October 1998..
 JE1666
 JE1666
 JE1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1666
 JE1666.The geoid height was determined by GEOID03.
 JE1666
 JE1666;                    North         East     Units Scale Factor Converg.
 JE1666;SPC KS S     -   618,793.229   681,336.147   MT  1.00000553   +1 59 05.6
 JE1666;UTM  15      - 4,274,174.440   302,302.768   MT  1.00008133   -1 24 59.4
 JE1666
 JE1666                          SUPERSEDED SURVEY CONTROL
 JE1666
 JE1666  NAD 83(1986)-  38 35 38.62774(N)    095 16 12.17590(W) AD(       ) 4
 JE1666  NAD 27      -  38 35 38.58276(N)    095 16 11.27179(W) AD(       ) 3
 JE1666
 JE1666.Superseded values are not recommended for survey control.
 JE1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1666.See file dsdata.txt to determine how the superseded data were derived.
 JE1666
 JE1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0230374174(NAD 83)
 JE1666_MARKER: 53 = ELEVATED TANK
 JE1666
 JE1666  HISTORY     - Date     Condition        Report By
 JE1666  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1666  HISTORY     - 20051013 GOOD             GEOCAC
 JE1666
 JE1666                          STATION DESCRIPTION
 JE1666
 JE1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1666'OTTAWA, SOUTH MUNICIPAL WATER TANK IS A SEVEN LEGGED STEEL TANK, 120
 JE1666'FEET HIGH AND PAINTED SILVER WITH OTTAWA IN BLACK ON THE SOUTH SIDE
 JE1666'OF TANK.
 JE1666'
 JE1666'STATION IS THE VENT ATOP THE TANK AND IS LOCATED IN THE SOUTH SECTION
 JE1666'OF OTTAWA IN THE NORTHWEST ANGLE OF SOUTH MAIN AND 15TH STREETS.
 JE1666'
 JE1666'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59, BUSINESS
 JE1666'ROUTE US HIGHWAY 5 AND BUSINESS ROUTE I-35 IN SOUTH SECTION OF
 JE1666'OTTAWA GO NORTH ALONG MAIN STREET FOR 0.3 MILE TO THE STATION ON THE
 JE1666'LEFT.
 JE1666
 JE1666                          STATION RECOVERY (2005)
 JE1666
 JE1666'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1056 ***********************************************************************
 KF1056  DESIGNATION -  OTTER
 KF1056  PID         -  KF1056
 KF1056  STATE/COUNTY-  KS/RILEY
 KF1056  USGS QUAD   -  OLSBURG NW (1983)
 KF1056
 KF1056                         *CURRENT SURVEY CONTROL
 KF1056  ___________________________________________________________________
 KF1056* NAD 83(1997)-  39 29 58.44862(N)    096 44 46.20160(W)     ADJUSTED  
 KF1056* NAVD 88     -       404.     (meters)    1325.     (feet)  SCALED    
 KF1056  ___________________________________________________________________
 KF1056  LAPLACE CORR-          -8.66  (seconds)                    DEFLEC99
 KF1056  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 KF1056
 KF1056  HORZ ORDER  -  THIRD
 KF1056
 KF1056.The horizontal coordinates were established by classical geodetic methods
 KF1056.and adjusted by the National Geodetic Survey in October 1998..
 KF1056
 KF1056.The orthometric height was scaled from a topographic map.
 KF1056
 KF1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1056
 KF1056.The geoid height was determined by GEOID03.
 KF1056
 KF1056;                    North         East     Units Scale Factor Converg.
 KF1056;SPC KS N     -   130,213.780   507,840.035   MT  0.99996626   +0 47 35.9
 KF1056;UTM  14      - 4,374,641.827   693,793.172   MT  1.00006241   +1 26 02.6
 KF1056
 KF1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1056!SPC KS N     -   0.99994111  x   0.99996626  =   0.99990738
 KF1056!UTM  14      -   0.99994111  x   1.00006241  =   1.00000352
 KF1056
 KF1056:                Primary Azimuth Mark                     Grid Az
 KF1056:SPC KS N     -  ROSE HILL COMMUNITY CH SPIRE             067 55 09.1
 KF1056:UTM  14      -  ROSE HILL COMMUNITY CH SPIRE             067 16 42.4
 KF1056
 KF1056|---------------------------------------------------------------------|
 KF1056| PID    Reference Object                     Distance      Geod. Az  |
 KF1056|                                                           dddmmss.s |
 KF1056| KF1151 ROSE HILL COMMUNITY CH SPIRE        APPROX. 2.6 KM 0684245.0 |
 KF1056| CL8063 OTTER RM 1                           12.707 METERS 09013     |
 KF1056| CL8062 OTTER AZ MK                                        1855034.2 |
 KF1056| KF1122 LEONARDVILLE MUNICIPAL TANK         APPROX.17.7 KM 2131054.3 |
 KF1056| CL8064 OTTER RM 2                            6.420 METERS 25911     |
 KF1056|---------------------------------------------------------------------|
 KF1056
 KF1056                          SUPERSEDED SURVEY CONTROL
 KF1056
 KF1056  NAD 83(1997)-  39 29 58.45497(N)    096 44 46.19937(W) AD(       ) 3
 KF1056  NAD 83(1986)-  39 29 58.45552(N)    096 44 46.19897(W) AD(       ) 3
 KF1056  NAD 27      -  39 29 58.47400(N)    096 44 45.16600(W) AD(       ) 3
 KF1056
 KF1056.Superseded values are not recommended for survey control.
 KF1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1056.See file dsdata.txt to determine how the superseded data were derived.
 KF1056
 KF1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9379374642(NAD 83)
 KF1056_MARKER: DS = TRIANGULATION STATION DISK
 KF1056_SETTING: 66 = SET IN ROCK OUTCROP
 KF1056
 KF1056  HISTORY     - Date     Condition        Report By
 KF1056  HISTORY     - 1947     MONUMENTED       CGS
 KF1056  HISTORY     - 1965     GOOD             CGS
 KF1056  HISTORY     - 1966     GOOD             CGS
 KF1056
 KF1056                          STATION DESCRIPTION
 KF1056
 KF1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1056'THE STATION IS LOCATED ON A LOW RIDGE IN THE SOUTHWEST 1/4 OF
 KF1056'SEC. 27, T. 6 S., R. 6 E., ABOUT 3.5 MILES NORTH-NORTHWEST OF
 KF1056'RANDOLPH, 1.3 MILES EAST OF THE NORTH FORK OF OTTER CREEK,
 KF1056'350 FEET EAST OF U.S. HIGHWAY NO. 77, 200 FEET WEST OF A GRADED
 KF1056'ROAD, AND 39 FEET EAST OF A SMALL ELM TREE.  IT IS A STANDARD
 KF1056'U.S.C. AND G.S. DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 KF1056'ROCK.  IT IS FLUSH WITH THE GROUND AND IS STAMPED OTTER 1947.
 KF1056'
 KF1056'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE RIDGE AND IS
 KF1056'ABOUT 2.5 FEET BELOW THE STATION.  IT IS A STANDARD U.S.C. AND
 KF1056'G.S. REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 KF1056'ROCK.  IT IS FLUSH WITH THE GROUND AND IS STAMPED OTTER NO 1
 KF1056'1947.
 KF1056'
 KF1056'REFERENCE MARK NO. 2 IS ON THE WEST SLOPE OF THE RIDGE AND IS
 KF1056'ABOUT 1 FOOT BELOW THE STATION.  IT IS A STANDARD U.S.C. AND
 KF1056'G.S. REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER.
 KF1056'IT PROJECTS ABOUT 3 INCHES AND IS STAMPED OTTER NO 2 1947.
 KF1056'
 KF1056'AZIMUTH MARK IS 120 FEET NORTH OF THE CENTER OF INTERSECTION OF
 KF1056'A GRADED ROAD WITH U.S. HIGHWAY NO. 77, 37 FEET EAST OF THE
 KF1056'CENTER OF U.S. HIGHWAY NO. 77 AND 6 FEET WEST OF A REFERENCE
 KF1056'POST.  IT PROJECTS 8 INCHES AND IS STAMPED OTTER 1947.
 KF1056'
 KF1056'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO.
 KF1056'77 AND STATE HIGHWAY NO. 16 IN THE WEST EDGE OF RANDOLPH, GO
 KF1056'NORTH ON NO. 77 FOR 3.1 MILES TO A FORK, AZIMUTH MARK ON LEFT,
 KF1056'TAKE RIGHT FORK, LEAVING U.S. HIGHWAY NO. 77, AND GO NORTH ON
 KF1056'GRADED ROAD FOR 0.25 MILE TO ETT., PACK WEST ABOUT 200 FEET TO
 KF1056'THE TOP OF RIDGE AND THE STATION.
 KF1056'
 KF1056'A 74 FOOT SIGNAL AT OLES IS VISIBLE AT 4 FEET.
 KF1056'
 KF1056'A 4 FOOT SIGNAL AT RAND IS VISIBLE AT 4 FEET.
 KF1056'
 KF1056'A 74 FOOT SIGNAL AT WALSBURG IS VISIBLE AT 4 FEET.
 KF1056
 KF1056                          STATION RECOVERY (1965)
 KF1056
 KF1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1056'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 KF1056'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2 HAS BEEN
 KF1056'DESTROYED, THE DRILL HOLE FOR THE MARK SHOWS VERY PLAIN.
 KF1056'
 KF1056'AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, IT IS IN THE
 KF1056'V-FORK OF THE ROAD INTERSECTION, 120 FEET NORTH OF CENTER OF THE
 KF1056'ROAD FORKS, 37 FEET EAST OF
 KF1056'CENTER OF THE OLD HIGHWAY, 21 FEET WEST OF CENTER OF THE DIRT ROAD
 KF1056'AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  A STANDARD
 KF1056'DISK, STAMPED, OTTER 1947, AND THE MONUMENT PROJECTS 7-INCHES.
 KF1056'
 KF1056'NEW TO REACH AS FOLLOWS-TO REACH FROM THE NEW LOCATION OF RANDOLPH,
 KF1056'FROM THE POST OFFICE GO WEST 0.05 MILE, TURN RIGHT, GO NORTH ON
 KF1056'U.S. HIGHWAY 77 FOR 2.3 MILES TO THE BRIDGE OVER FANCY CREEK,
 KF1056'CONTINUE 2.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, GO EAST ON
 KF1056'GRAVELED ROAD 0.55 MILE TO A T-ROAD JUNCTION, TURN LEFT, GO NORTH
 KF1056'ON THE OLD MACADAM ROAD FOR 0.25 MILE TO A FORK AND AZIMUTH MARK AS
 KF1056'DESCRIBED, TAKE THE RIGHT FORK AND GO NORTH 0.25 MILE TO END OF
 KF1056'TRUCK TRAVEL, PACK WEST ABOUT 75 YARDS TO TOP OF RIDGE AND
 KF1056'STATION.
 KF1056
 KF1056                          STATION RECOVERY (1966)
 KF1056
 KF1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF1056'STATION RECOVERED AS DESCRIBED AND STATION, AZIMUTH AND R.M. NO. 1
 KF1056'FOUND IN GOOD CONDITION.  THE DISK HAD BEEN REMOVED FROM THE DRILL
 KF1056'HOLE IN THE ROCK AT R.M. NO. 2.  THE DISK WAS REPLACED IN THE DRILL
 KF1056'HOLE AND THE ORIGINAL MEASUREMENT WAS VERIFIED.  A METAL WITNESS
 KF1056'POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.  DUE TO CHANGES IN
 KF1056'ROADS A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 KF1056'
 KF1056'TO REACH FROM RANDOLPH, FROM THE JUNCTION OF U.S. HIGHWAY 77 AND
 KF1056'STATE HIGHWAY 16 AT THE NORTHWEST EDGE OF TOWN, GO NORTH ON U.S.
 KF1056'77 FOR 4.45 MILES TO A T-ROAD RIGHT, TURN RIGHT AND GO EAST FOR
 KF1056'0.2 MILE TO FORKS, TAKE RIGHT FORK ON OLD HIGHWAY AND GO 0.2 MILE
 KF1056'TO A FIELD ENTRANCE ON THE LEFT, PACK NORTHEAST 0.05 MILE TO TOP
 KF1056'OF RIDGE AND STATION.  TO REACH THE AZIMUTH MARK FROM THE FIELD
 KF1056'ENTRANCE CONTINUE SOUTH ON OLD HIGHWAY FOR 0.2 MILE TO A REVERSE
 KF1056'FORK ON THE LEFT AND AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1374 ***********************************************************************
 JE1374  DESIGNATION -  OVER
 JE1374  PID         -  JE1374
 JE1374  STATE/COUNTY-  KS/JOHNSON
 JE1374  USGS QUAD   -  OCHELTREE (1991)
 JE1374
 JE1374                         *CURRENT SURVEY CONTROL
 JE1374  ___________________________________________________________________
 JE1374* NAD 83(1997)-  38 51 45.14657(N)    094 48 22.99745(W)     ADJUSTED  
 JE1374* NAVD 88     -       331.820  (meters)    1088.65   (feet)  ADJUSTED  
 JE1374  ___________________________________________________________________
 JE1374  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 JE1374  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE1374  DYNAMIC HT  -         331.597 (meters)    1087.91  (feet)  COMP
 JE1374  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 JE1374
 JE1374  HORZ ORDER  -  SECOND
 JE1374  VERT ORDER  -  SECOND    CLASS 0
 JE1374
 JE1374.The horizontal coordinates were established by classical geodetic methods
 JE1374.and adjusted by the National Geodetic Survey in October 1998..
 JE1374
 JE1374.The orthometric height was determined by differential leveling
 JE1374.and adjusted by the National Geodetic Survey in June 1991..
 JE1374
 JE1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1374
 JE1374.The geoid height was determined by GEOID03.
 JE1374
 JE1374.The dynamic height is computed by dividing the NAVD 88
 JE1374.geopotential number by the normal gravity value computed on the
 JE1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1374.degrees latitude (g = 980.6199 gals.).
 JE1374
 JE1374.The modeled gravity was interpolated from observed gravity values.
 JE1374
 JE1374;                    North         East     Units Scale Factor Converg.
 JE1374;SPC KS N     -    63,634.749   677,122.506   MT  0.99997966   +2 01 14.3
 JE1374;UTM  15      - 4,303,073.224   343,273.899   MT  0.99990247   -1 08 01.2
 JE1374
 JE1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1374!SPC KS N     -   0.99995297  x   0.99997966  =   0.99993263
 JE1374!UTM  15      -   0.99995297  x   0.99990247  =   0.99985545
 JE1374
 JE1374:                Primary Azimuth Mark                     Grid Az
 JE1374:SPC KS N     -  OLATHE FAA ARTCC MAST                    032 19 18.1
 JE1374:UTM  15      -  OLATHE FAA ARTCC MAST                    035 28 33.6
 JE1374
 JE1374|---------------------------------------------------------------------|
 JE1374| PID    Reference Object                     Distance      Geod. Az  |
 JE1374|                                                           dddmmss.s |
 JE1374| JE2029 OLATHE FAA ARTCC MAST               APPROX. 2.3 KM 0342032.4 |
 JE1374| JE1373 OVER RM 1                             6.538 METERS 20010     |
 JE1374| JE1364 OVER RM 3 AZIMUTH                                  2270714.9 |
 JE1374| JE2037 OLATHE NEW MUNICIPAL TANK           APPROX. 2.5 KM 2851656.8 |
 JE1374| JE2038 OLATHE DELCO BATTERY PLANT TK       APPROX. 1.7 KM 3015257.4 |
 JE1374| JE2034 OLATHE JOHNSON CO RAD MAST          APPROX. 2.5 KM 3324609.8 |
 JE1374| JE2033 OLATHE SW BELL MICROWAVE            APPROX. 2.4 KM 3393807.7 |
 JE1374| JE2027 OLATHE OLD MUNICIPAL TANK           APPROX. 2.1 KM 3503831.1 |
 JE1374| JE1375 OVER RM 2                             7.914 METERS 35621     |
 JE1374|---------------------------------------------------------------------|
 JE1374
 JE1374                          SUPERSEDED SURVEY CONTROL
 JE1374
 JE1374  NAD 83(1986)-  38 51 45.15402(N)    094 48 22.99751(W) AD(       ) 2
 JE1374  NAD 27      -  38 51 45.12757(N)    094 48 22.13663(W) AD(       ) 2
 JE1374  NGVD 29 (??/??/92)  331.695  (m)         1088.24   (f) ADJ UNCH    2 0
 JE1374
 JE1374.Superseded values are not recommended for survey control.
 JE1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1374.See file dsdata.txt to determine how the superseded data were derived.
 JE1374
 JE1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4327403073(NAD 83)
 JE1374_MARKER: DS = TRIANGULATION STATION DISK
 JE1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1374_STAMPING: OVER 1974
 JE1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1374+STABILITY: SURFACE MOTION
 JE1374
 JE1374  HISTORY     - Date     Condition        Report By
 JE1374  HISTORY     - 1974     MONUMENTED       NGS
 JE1374  HISTORY     - 1974     GOOD             NGS
 JE1374  HISTORY     - 20020925 MARK NOT FOUND   INDIV
 JE1374
 JE1374                          STATION DESCRIPTION
 JE1374
 JE1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1374'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF OLATHE IN THE MEDIAN
 JE1374'STRIP OF INTERSTATE HIGHWAY 35.  IT IS JUST NORTHEAST OF AN OVERPASS
 JE1374'OVER THE SANTA FE RAILROAD AND IS IN THE NE 1/4 SEC 1, T 14 S, R 23
 JE1374'E.
 JE1374'
 JE1374'TO REACH THE STATION FROM THE INTERCHANGE OF U.S. HIGHWAY 169, STATE
 JE1374'HIGHWAY 7 AND INTERSTATE HIGHWAY 35, (REFERENCE MARK 3 IS NEAR THE
 JE1374'NORTHEAST CORNER OF THIS OVERPASS) GO NORTHEAST ON THE INTERSTATE
 JE1374'FOR 0.75 MILE TO THE NORTHEAST END OF AN OVERPASS OVER THE SANTA FE
 JE1374'RAILROAD AND THE STATION ON THE LEFT.
 JE1374'
 JE1374'THE STATION MARKS ARE STANDARD DISKS STAMPED OVER 1974.  THE SURFACE
 JE1374'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JE1374'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 25.5 FEET NORTHWEST OF
 JE1374'THE CENTER OF THE NORTHBOUND LANE OF THE INTERSTATE, 5.0 FEET WEST
 JE1374'OF METAL WITNESS POST AND 4.8 FEET NORTH OF THE END OF A GUARD
 JE1374'RAIL.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 JE1374'38 INCHES BELOW THE GROUND SURFACE.
 JE1374'
 JE1374'REFERENCE MARK 1 IS A STANDARD DISK STAMPED OVER NO 1 1974.  IT IS
 JE1374'CEMENTED IN A DRILL HOLE IN THE EAST END OF THE NORTH SIDE OF THE
 JE1374'OVERPASS.  IT IS 16.0 FEET NORTHWEST OF THE CENTER OF THE
 JE1374'NORTHBOUND LANE OF THE INTERSTATE AND IS ABOUT THE SAME ELEVATION
 JE1374'AS THE STATION.
 JE1374'
 JE1374'REFERENCE MARK 2 IS A STANDARD DISK STAMPED OVER NO 2 1974.  IT IS
 JE1374'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JE1374'FLUSH WITH THE GROUND SURFACE.  IT IS 40.5 FEET NORTHWEST OF THE
 JE1374'NORTHEAST END OF THE BRIDGE IN THE NORTHBOUND LANE OF THE
 JE1374'INTERSTATE, 37.5 FEET SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE
 JE1374'IN THE SOUTHBOUND LANE OF THE INTERSTATE, 23.5 FEET
 JE1374'NORTH-NORTHEAST OF THE WITNESS POST, AND IS ABOUT THE SAME
 JE1374'ELEVATION AS THE STATION.
 JE1374'
 JE1374'REFERENCE MARK 3 IS A STANDARD DISK STAMPED OVER NO 3 1974 AZ.  IT
 JE1374'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JE1374'FLUSH WITH THE GROUND SURFACE.  IT IS 35.5 FEET NORTH-NORTHEAST OF
 JE1374'THE NORTHEAST CORNER OF THE BRIDGE, 15.5 FEET EAST OF THE END OF A
 JE1374'GUARD RAIL AND 6.0 FEET NORTHEAST OF A WITNESS POST.  THIS MARK
 JE1374'MAY SERVE AS THE AZIMUTH MARK.
 JE1374'
 JE1374'NEAREST TOWN--IN OLATHE.
 JE1374'
 JE1374'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 JE1374
 JE1374                          STATION RECOVERY (1974)
 JE1374
 JE1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1374'IN OLATHE.
 JE1374'AT OLATHE, ABOUT 0.75 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM
 JE1374'ITS JUNCTION WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE
 JE1374'OF OLATHE, IN THE MEDIA STRIP OF HIGHWAY AND AT THE NORTHEAST END OF 2
 JE1374'OVERPASSES OVER A RAILROAD, 21.5 FEET NORTH OF RM 1, 26.0 FEET SOUTH
 JE1374'OF RM 2, 26.0 FEET NORTHWEST OF THE NORTH BOUND LANE OF HIGHWAY, 62.0
 JE1374'FEET SOUTH OF THE NORTHEAST CORNER OF THE NORTHWEST ONE OF TWO
 JE1374'BRIDGES, 3.8 FEET WEST OF A GUARD RAIL, 14.6 FEET NORTH OF THE
 JE1374'NORTHWEST CORNER OF THE SOUTHEAST ONE OF TWO BRIDGES AND 5.2 FEET
 JE1374'SOUTHWEST OF A METAL WITNESS SIGN.  SET IN THE TOP OF A CONCRETE POST
 JE1374'FLUSH WITH THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 JE1374
 JE1374                          STATION RECOVERY (2002)
 JE1374
 JE1374'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 JE1374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1373 ***********************************************************************
 JE1373  DESIGNATION -  OVER RM 1
 JE1373  PID         -  JE1373
 JE1373  STATE/COUNTY-  KS/JOHNSON
 JE1373  USGS QUAD   -  OCHELTREE (1991)
 JE1373
 JE1373                         *CURRENT SURVEY CONTROL
 JE1373  ___________________________________________________________________
 JE1373* NAD 83(1986)-  38 51 45.     (N)    094 48 23.     (W)     SCALED    
 JE1373* NAVD 88     -       332.198  (meters)    1089.89   (feet)  ADJUSTED  
 JE1373  ___________________________________________________________________
 JE1373  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE1373  DYNAMIC HT  -         331.975 (meters)    1089.15  (feet)  COMP
 JE1373  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 JE1373
 JE1373  VERT ORDER  -  SECOND    CLASS 0
 JE1373
 JE1373.The horizontal coordinates were scaled from a topographic map and have
 JE1373.an estimated accuracy of +/- 6 seconds.
 JE1373
 JE1373.The orthometric height was determined by differential leveling
 JE1373.and adjusted by the National Geodetic Survey in June 1991..
 JE1373
 JE1373.The geoid height was determined by GEOID03.
 JE1373
 JE1373.The dynamic height is computed by dividing the NAVD 88
 JE1373.geopotential number by the normal gravity value computed on the
 JE1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1373.degrees latitude (g = 980.6199 gals.).
 JE1373
 JE1373.The modeled gravity was interpolated from observed gravity values.
 JE1373
 JE1373;                    North         East    Units  Estimated Accuracy
 JE1373;SPC KS N     -    63,630.      677,120.      MT  (+/- 180 meters Scaled)
 JE1373
 JE1373                          SUPERSEDED SURVEY CONTROL
 JE1373
 JE1373  NGVD 29 (??/??/92)  332.073  (m)         1089.48   (f) ADJ UNCH    2 0
 JE1373
 JE1373.Superseded values are not recommended for survey control.
 JE1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1373.See file dsdata.txt to determine how the superseded data were derived.
 JE1373
 JE1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD432030(NAD 83)
 JE1373_MARKER: DR = REFERENCE MARK DISK
 JE1373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1373_SP_SET: BRIDGE
 JE1373_STAMPING: OVER NO 1 1974
 JE1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1373
 JE1373  HISTORY     - Date     Condition        Report By
 JE1373  HISTORY     - 1974     MONUMENTED       NGS
 JE1373
 JE1373                          STATION DESCRIPTION
 JE1373
 JE1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1373'IN OLATHE.
 JE1373'AT THE OVER STATION SITE-- 21.5 FEET SOUTH OF THE STATION, 16.0 FEET
 JE1373'NORTHWEST OF THE CENTERLINE OF THE NORTH BOUND LANE OF INTERSTATE
 JE1373'HIGHWAY 35 AND 7.0 FEET SOUTH OF THE NORTHWEST CORNER OF BRIDGE.  SET
 JE1373'IN THE TOP OF THE BASE OF THE NORTHWEST BANISTER OF THE SOUTHEAST ONE
 JE1373'OF TWO BRIDGES AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1375 ***********************************************************************
 JE1375  DESIGNATION -  OVER RM 2
 JE1375  PID         -  JE1375
 JE1375  STATE/COUNTY-  KS/JOHNSON
 JE1375  USGS QUAD   -  OCHELTREE (1991)
 JE1375
 JE1375                         *CURRENT SURVEY CONTROL
 JE1375  ___________________________________________________________________
 JE1375* NAD 83(1986)-  38 51 45.     (N)    094 48 23.     (W)     SCALED    
 JE1375* NAVD 88     -       331.712  (meters)    1088.29   (feet)  ADJUSTED  
 JE1375  ___________________________________________________________________
 JE1375  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE1375  DYNAMIC HT  -         331.489 (meters)    1087.56  (feet)  COMP
 JE1375  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 JE1375
 JE1375  VERT ORDER  -  SECOND    CLASS 0
 JE1375
 JE1375.The horizontal coordinates were scaled from a topographic map and have
 JE1375.an estimated accuracy of +/- 6 seconds.
 JE1375
 JE1375.The orthometric height was determined by differential leveling
 JE1375.and adjusted by the National Geodetic Survey in June 1991..
 JE1375
 JE1375.The geoid height was determined by GEOID03.
 JE1375
 JE1375.The dynamic height is computed by dividing the NAVD 88
 JE1375.geopotential number by the normal gravity value computed on the
 JE1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1375.degrees latitude (g = 980.6199 gals.).
 JE1375
 JE1375.The modeled gravity was interpolated from observed gravity values.
 JE1375
 JE1375;                    North         East    Units  Estimated Accuracy
 JE1375;SPC KS N     -    63,630.      677,120.      MT  (+/- 180 meters Scaled)
 JE1375
 JE1375                          SUPERSEDED SURVEY CONTROL
 JE1375
 JE1375  NGVD 29 (??/??/92)  331.587  (m)         1087.88   (f) ADJ UNCH    2 0
 JE1375
 JE1375.Superseded values are not recommended for survey control.
 JE1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1375.See file dsdata.txt to determine how the superseded data were derived.
 JE1375
 JE1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD432030(NAD 83)
 JE1375_MARKER: DR = REFERENCE MARK DISK
 JE1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1375_STAMPING: OVER NO 2 1974
 JE1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1375+STABILITY: SURFACE MOTION
 JE1375
 JE1375  HISTORY     - Date     Condition        Report By
 JE1375  HISTORY     - 1974     MONUMENTED       NGS
 JE1375
 JE1375                          STATION DESCRIPTION
 JE1375
 JE1375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1375'IN OLATHE.
 JE1375'AT THE OVER STATION SITE-- 26.0 FEET NORTH OF THE STATION, 39.5 FEET
 JE1375'NORTH OF THE NORTHWEST CORNER OF THE SOUTHEAST ONE OF TWO BRIDGES,
 JE1375'37.0 FEET SOUTH OF THE NORTHEAST CORNER OF THE NORTHWEST ONE OF TWO
 JE1375'BRIDGES AND 9.0 FEET WEST OF A METAL GUARD RAIL.  SET IN THE TOP OF A
 JE1375'CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 1 FOOT BELOW THE
 JE1375'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1364 ***********************************************************************
 JE1364  DESIGNATION -  OVER RM 3 AZIMUTH
 JE1364  PID         -  JE1364
 JE1364  STATE/COUNTY-  KS/JOHNSON
 JE1364  USGS QUAD   -  OCHELTREE (1991)
 JE1364
 JE1364                         *CURRENT SURVEY CONTROL
 JE1364  ___________________________________________________________________
 JE1364* NAD 83(1986)-  38 51 20.     (N)    094 48 55.     (W)     SCALED    
 JE1364* NAVD 88     -       326.369  (meters)    1070.76   (feet)  ADJUSTED  
 JE1364  ___________________________________________________________________
 JE1364  GEOID HEIGHT-         -32.05  (meters)                     GEOID03
 JE1364  DYNAMIC HT  -         326.150 (meters)    1070.04  (feet)  COMP
 JE1364  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 JE1364
 JE1364  VERT ORDER  -  SECOND    CLASS 0
 JE1364
 JE1364.The horizontal coordinates were scaled from a topographic map and have
 JE1364.an estimated accuracy of +/- 6 seconds.
 JE1364
 JE1364.The orthometric height was determined by differential leveling
 JE1364.and adjusted by the National Geodetic Survey in June 1991..
 JE1364
 JE1364.The geoid height was determined by GEOID03.
 JE1364
 JE1364.The dynamic height is computed by dividing the NAVD 88
 JE1364.geopotential number by the normal gravity value computed on the
 JE1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1364.degrees latitude (g = 980.6199 gals.).
 JE1364
 JE1364.The modeled gravity was interpolated from observed gravity values.
 JE1364
 JE1364;                    North         East    Units  Estimated Accuracy
 JE1364;SPC KS N     -    62,830.      676,380.      MT  (+/- 180 meters Scaled)
 JE1364
 JE1364                          SUPERSEDED SURVEY CONTROL
 JE1364
 JE1364  NGVD 29 (??/??/92)  326.245  (m)         1070.36   (f) ADJ UNCH    2 0
 JE1364
 JE1364.Superseded values are not recommended for survey control.
 JE1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1364.See file dsdata.txt to determine how the superseded data were derived.
 JE1364
 JE1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD424023(NAD 83)
 JE1364_MARKER: DR = REFERENCE MARK DISK
 JE1364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1364_SP_SET: DRAIN
 JE1364_STAMPING: OVER NO 3 AZ 1974
 JE1364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1364
 JE1364  HISTORY     - Date     Condition        Report By
 JE1364  HISTORY     - 1974     MONUMENTED       NGS
 JE1364
 JE1364                          STATION DESCRIPTION
 JE1364
 JE1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1364'IN OLATHE.
 JE1364'AT OLATHE, AT THE JUNCTION OF INTERSTATE HIGHWAY 35 AND US HIGHWAY 169
 JE1364'AND STATE HIGHWAY 7, 36 FEET NORTH OF THE NORTHEAST CORNER OF OVERPASS
 JE1364'OVER I-35, 26 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 JE1364'STATE HIGHWAY 7, 6 FEET EAST OF A GUARD RAIL, 6 FEET EAST OF A METAL
 JE1364'WITNESS SIGN AND 2.7 FEET SOUTH OF A CONCRETE DRAIN.  SET IN THE TOP
 JE1364'OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 1 FOOT BELOW THE
 JE1364'LEVEL OF STATE HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1684 ***********************************************************************
 JE1684  DESIGNATION -  OVERBROOK ATT RELAY TOWER
 JE1684  PID         -  JE1684
 JE1684  STATE/COUNTY-  KS/DOUGLAS
 JE1684  USGS QUAD   -  GLOBE (1983)
 JE1684
 JE1684                         *CURRENT SURVEY CONTROL
 JE1684  ___________________________________________________________________
 JE1684* NAD 83(1997)-  38 47 07.04328(N)    095 26 09.87203(W)     ADJUSTED  
 JE1684* NAVD 88     -                                                        
 JE1684  ___________________________________________________________________
 JE1684  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 JE1684  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JE1684
 JE1684  HORZ ORDER  -  THIRD
 JE1684
 JE1684.The horizontal coordinates were established by classical geodetic methods
 JE1684.and adjusted by the National Geodetic Survey in October 1998..
 JE1684
 JE1684
 JE1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1684
 JE1684.The geoid height was determined by GEOID03.
 JE1684
 JE1684;                    North         East     Units Scale Factor Converg.
 JE1684;SPC KS N     -    53,325.440   622,741.175   MT  0.99998963   +1 37 20.0
 JE1684;SPC KS S     -   639,522.419   666,182.593   MT  1.00005056   +1 52 58.3
 JE1684;UTM  15      - 4,295,769.055   288,406.035   MT  1.00015136   -1 31 35.5
 JE1684
 JE1684                          SUPERSEDED SURVEY CONTROL
 JE1684
 JE1684  NAD 83(1986)-  38 47 07.04993(N)    095 26 09.87455(W) AD(       ) 4
 JE1684  NAD 27      -  38 47 07.02773(N)    095 26 08.95001(W) AD(       ) 3
 JE1684
 JE1684.Superseded values are not recommended for survey control.
 JE1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1684.See file dsdata.txt to determine how the superseded data were derived.
 JE1684
 JE1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC8840695769(NAD 83)
 JE1684_MARKER: 43 = RADIO/TV TOWER
 JE1684
 JE1684  HISTORY     - Date     Condition        Report By
 JE1684  HISTORY     - 1960     FIRST OBSERVED   CGS
 JE1684
 JE1684                          STATION DESCRIPTION
 JE1684
 JE1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1684'THE STATION IS LOCATED 6.5 MILES EAST OF OVERBROOK AND 0.15
 JE1684'MILE NORTH OF U.S. HIGHWAY 56.  IT IS THE CENTER OF A 4 LEGGED
 JE1684'STEEL TOWER THAT SUPPORTS SOME LARGE METAL REFLECTORS AND HAS AN
 JE1684'OVERALL HEIGHT OF APPROXIMATELY 175 FEET.
 JE1684'
 JE1684'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE NORTH END
 JE1684'OF THE MAIN STREET IN OVERBROOK, GO EAST ON U.S. HIGHWAY 56
 JE1684'FOR 6.5 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR
 JE1684'0.15 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1991 ***********************************************************************
 JE1991  DESIGNATION -  OVERLAND PARK MUN TANK
 JE1991  PID         -  JE1991
 JE1991  STATE/COUNTY-  KS/JOHNSON
 JE1991  USGS QUAD   -  LENEXA (1991)
 JE1991
 JE1991                         *CURRENT SURVEY CONTROL
 JE1991  ___________________________________________________________________
 JE1991* NAD 83(1997)-  38 59 16.25264(N)    094 40 15.39705(W)     ADJUSTED  
 JE1991* NAVD 88     -                                                        
 JE1991  ___________________________________________________________________
 JE1991  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 JE1991  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 JE1991
 JE1991  HORZ ORDER  -  THIRD
 JE1991
 JE1991.The horizontal coordinates were established by classical geodetic methods
 JE1991.and adjusted by the National Geodetic Survey in October 1998..
 JE1991
 JE1991
 JE1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1991
 JE1991.The geoid height was determined by GEOID03.
 JE1991
 JE1991;                    North         East     Units Scale Factor Converg.
 JE1991;SPC KS N     -    77,959.121   688,359.115   MT  0.99996732   +2 06 22.8
 JE1991;UTM  15      - 4,316,755.947   355,280.993   MT  0.99985789   -1 03 05.3
 JE1991
 JE1991                          SUPERSEDED SURVEY CONTROL
 JE1991
 JE1991  NAD 83(1986)-  38 59 16.25936(N)    094 40 15.39381(W) AD(       ) 4
 JE1991  NAD 27      -  38 59 16.23682(N)    094 40 14.54344(W) AD(       ) 3
 JE1991
 JE1991.Superseded values are not recommended for survey control.
 JE1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1991.See file dsdata.txt to determine how the superseded data were derived.
 JE1991
 JE1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5528116756(NAD 83)
 JE1991_MARKER: 53 = ELEVATED TANK
 JE1991
 JE1991  HISTORY     - Date     Condition        Report By
 JE1991  HISTORY     - 1972     FIRST OBSERVED   NGS
 JE1991  HISTORY     - 1974     GOOD             NGS
 JE1991  HISTORY     - 1974     GOOD             NGS
 JE1991  HISTORY     - 20051210 GOOD             GEOCAC
 JE1991
 JE1991                          STATION DESCRIPTION
 JE1991
 JE1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1991'THE STATION, OVERLAND PARK MUNICIPAL TANK, IS THE CENTER OF THE TOP
 JE1991'OF AN ELEVATED WATER TANK, PAINTED BLUE AND IS SUPPORTED BY TEN
 JE1991'TRUSSWORK LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 130 FEET, A
 JE1991'CAPACITY OF 500,000 GALLONS AND IS LOCATED IN THE NORTHEAST ANGLE OF
 JE1991'78TH STREET AND SANTA FE DRIVE IN OVERLAND PARK.  THE TANK IS OWNED
 JE1991'BY WATER DISTRICT NO. 1 OF JOHNSON COUNTY.
 JE1991
 JE1991                          STATION RECOVERY (1974)
 JE1991
 JE1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1991'THE STATION, OVERLAND PARK MUNICIPAL WATER TANK IS LOCATED IN THE
 JE1991'NORTH PART OF OVERLAND PARK, IN THE NORTHEAST ANGLE OF SANTA FE
 JE1991'STREET AND 78TH STREET.  THE STATION IS THE CENTER OF THE BASE OF AN
 JE1991'8 LEGGED WATER TANK, PAINTED BLUE AND HAS AN OVERALL HEIGHT OF 150
 JE1991'FEET, A DISTANCE WAS MEASURED FROM TRIANGULATION STATION MARTY 2
 JE1991'1934 RM 4, THE DISTANCE BEING 56.31 FEET OR 17.161 METERS
 JE1991'EAST-SOUTHEAST OF STATION MARTY 2 1934 RM 4.
 JE1991
 JE1991                          STATION RECOVERY (1974)
 JE1991
 JE1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1991'THIS STATION WAS RECOVERED AS DESCRIBED IN 1972 BY I.L.C.
 JE1991'
 JE1991'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN OVERLAND PARK,
 JE1991'AT THE INTERSECTION OF SANTA FE DRIVE AND 78TH STREET.
 JE1991
 JE1991                          STATION RECOVERY (2005)
 JE1991
 JE1991'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1991'THE TANK IS NOW PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1177 ***********************************************************************
 KE1177  DESIGNATION -  OVERLOOK
 KE1177  PID         -  KE1177
 KE1177  STATE/COUNTY-  KS/WYANDOTTE
 KE1177  USGS QUAD   -  PARKVILLE (1991)
 KE1177
 KE1177                         *CURRENT SURVEY CONTROL
 KE1177  ___________________________________________________________________
 KE1177* NAD 83(1997)-  39 09 06.65154(N)    094 39 04.44713(W)     ADJUSTED  
 KE1177* NAVD 88     -       270.4    (meters)     887.     (feet)  VERTCON   
 KE1177  ___________________________________________________________________
 KE1177  X           -    -401,630.661 (meters)                     COMP
 KE1177  Y           -  -4,936,574.524 (meters)                     COMP
 KE1177  Z           -   4,005,553.966 (meters)                     COMP
 KE1177  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 KE1177  ELLIP HEIGHT-         237.82  (meters)          (10/02/98) GPS OBS
 KE1177  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1177
 KE1177  HORZ ORDER  -  FIRST
 KE1177  ELLP ORDER  -  FOURTH    CLASS I
 KE1177
 KE1177.The horizontal coordinates were established by GPS observations
 KE1177.and adjusted by the National Geodetic Survey in October 1998..
 KE1177
 KE1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1177
 KE1177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1177
 KE1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1177
 KE1177.The ellipsoidal height was determined by GPS observations
 KE1177.and is referenced to NAD 83.
 KE1177
 KE1177.The geoid height was determined by GEOID03.
 KE1177
 KE1177;                    North         East     Units Scale Factor Converg.
 KE1177;SPC KS N     -    96,215.651   689,392.341   MT  0.99995833   +2 07 07.7
 KE1177;SPC MO W     -   331,316.953   836,927.843   MT  0.99994328   -0 05 43.8
 KE1177;UTM  15      - 4,334,925.813   357,318.709   MT  0.99985067   -1 02 33.8
 KE1177
 KE1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1177!SPC KS N     -   0.99996269  x   0.99995833  =   0.99992102
 KE1177!SPC MO W     -   0.99996269  x   0.99994328  =   0.99990597
 KE1177!UTM  15      -   0.99996269  x   0.99985067  =   0.99981336
 KE1177
 KE1177:                Primary Azimuth Mark                     Grid Az
 KE1177:SPC KS N     -  KANSAS CITY PARK ST MUN TANK             250 58 33.0
 KE1177:SPC MO W     -  KANSAS CITY PARK ST MUN TANK             253 11 24.5
 KE1177:UTM  15      -  KANSAS CITY PARK ST MUN TANK             254 08 14.5
 KE1177
 KE1177|---------------------------------------------------------------------|
 KE1177| PID    Reference Object                     Distance      Geod. Az  |
 KE1177|                                                           dddmmss.s |
 KE1177| KE1169 KANSAS CITY PARK ST MUN TANK        APPROX. 0.9 KM 2530540.7 |
 KE1177| CL7371 MACKAY HALL SPIRE PARK COLL                        3291412.1 |
 KE1177|---------------------------------------------------------------------|
 KE1177
 KE1177                          SUPERSEDED SURVEY CONTROL
 KE1177
 KE1177  NAD 83(1986)-  39 09 06.66060(N)    094 39 04.44313(W) AD(       ) 1
 KE1177  NAD 83(1986)-  39 09 06.66313(N)    094 39 04.44990(W) AD(       ) 2
 KE1177  NAD 27      -  39 09 06.66713(N)    094 39 03.60403(W) AD(       ) 2
 KE1177  NGVD 29 (03/28/90)  270.3    (m)          887.     (f) GPS OBS        
 KE1177
 KE1177.Superseded values are not recommended for survey control.
 KE1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1177.See file dsdata.txt to determine how the superseded data were derived.
 KE1177
 KE1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5731934926(NAD 83)
 KE1177_MARKER: DD = SURVEY DISK
 KE1177_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KE1177_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KE1177_STAMPING: OVERLOOK 1974
 KE1177_MARK LOGO: USE   
 KE1177_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1177+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1988
 KE1177
 KE1177  HISTORY     - Date     Condition        Report By
 KE1177  HISTORY     - 1974     MONUMENTED       USE
 KE1177  HISTORY     - 1974     GOOD             USE
 KE1177  HISTORY     - 19881028 GOOD             KS-209
 KE1177  HISTORY     - 20060902 GOOD             GEOCAC
 KE1177
 KE1177                          STATION DESCRIPTION
 KE1177
 KE1177'DESCRIBED BY US ENGINEERS 1974
 KE1177'WYANDOTTE CO., KANSAS, T-10-S, R-25-E, NEAR THE CENTER OF
 KE1177'SECTION 29.  ON EAST R/W OF INTERSTATE 635 (UNDER CONSTRUCTION)
 KE1177'AT MISSOURI RIVER ON HIGHEST POINT OF BLUFF.  A C OF E DISC
 KE1177'STAMPED OVERLOOK-1974 SET IN TOP OF CONCRETE POST FLUSH WITH
 KE1177'GROUND.
 KE1177'
 KE1177'TO REACH--FROM THE SOUTH END OF THE INTERSTATE 635 BRIDGE OVER
 KE1177'THE MISSOURI RIVER, GO 300 FT SSE. TO TOP OF BLUFF AND STATION
 KE1177'LOCATION.
 KE1177'
 KE1177'REFERENCES--1.38 FT NNE. TO STEEL POST AND SIGN.
 KE1177'
 KE1177'1.43 FT SSW. TO STEEL POST AND SIGN.
 KE1177'
 KE1177'40.75 FT E. TO SHINER IN 5 IN ELM.
 KE1177'
 KE1177'85.88 FT SSE. TO SHINER IN POWER POLE.
 KE1177'
 KE1177'64.86 FT SSE. TO CORNER R/W FENCE POST.
 KE1177
 KE1177                          STATION RECOVERY (1974)
 KE1177
 KE1177'RECOVERY NOTE BY US ENGINEERS 1974
 KE1177'RECOVERED IN GOOD CONDITION.
 KE1177
 KE1177                          STATION RECOVERY (1988)
 KE1177
 KE1177'RECOVERY NOTE BY WYANDOTTE COUNTY KANSAS 1988
 KE1177'STATION OVERLOOK IS LOCATED AT THE TOP OF A KNOLL ON THE EAST RIGHT OF
 KE1177'WAY OF INTERSTATE I-635 SOUTHEAST OF THE I-635 BRIDGE OVER THE
 KE1177'MISSOURI RIVER.
 KE1177'TO REACH STATION FROM THE SOUTH END OF THE INTERSTATE I-635 BRIDGE
 KE1177'OVER THE MISSOURI RIVER GO SOUTH SOUTHEAST 91.44 M (300.0 FT) TO THE
 KE1177'TOP OF THE BLUFF AND STATION LOCATION.  STATION IS 19.77 M (64.9 FT)
 KE1177'NORTH NORTHWEST OF THE CORNER RIGHT OF WAY FENCE POST, 0.44 M
 KE1177'(1.4 FT) NORTH NORTHEAST FROM STEEL POST AND SIGN, 0.42 M (1.4 FT)
 KE1177'SOUTH SOUTHWEST FROM STEEL POST AND SIGN.
 KE1177
 KE1177                          STATION RECOVERY (2006)
 KE1177
 KE1177'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1003 ***********************************************************************
 HE1003  DESIGNATION -  OVERPASS RESET
 HE1003  PID         -  HE1003
 HE1003  STATE/COUNTY-  KS/CHEROKEE
 HE1003  USGS QUAD   -  KIRKWOOD (1978)
 HE1003
 HE1003                         *CURRENT SURVEY CONTROL
 HE1003  ___________________________________________________________________
 HE1003* NAD 83(1997)-  37 20 17.75235(N)    094 38 48.48160(W)     ADJUSTED  
 HE1003* NAVD 88     -       286.0    (meters)     938.     (feet)  VERTCON   
 HE1003  ___________________________________________________________________
 HE1003  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 HE1003  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 HE1003
 HE1003  HORZ ORDER  -  SECOND
 HE1003
 HE1003.The horizontal coordinates were established by classical geodetic methods
 HE1003.and adjusted by the National Geodetic Survey in October 1998..
 HE1003
 HE1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1003
 HE1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1003
 HE1003.The geoid height was determined by GEOID03.
 HE1003
 HE1003;                    North         East     Units Scale Factor Converg.
 HE1003;SPC KS S     -   481,592.109   741,352.679   MT  0.99998670   +2 22 04.4
 HE1003;SPC MO W     -   130,018.214   836,991.921   MT  0.99994326   -0 05 20.5
 HE1003;UTM  15      - 4,133,669.961   354,120.453   MT  0.99986214   -0 59 56.4
 HE1003
 HE1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1003!SPC KS S     -   0.99995988  x   0.99998670  =   0.99994658
 HE1003!SPC MO W     -   0.99995988  x   0.99994326  =   0.99990314
 HE1003!UTM  15      -   0.99995988  x   0.99986214  =   0.99982203
 HE1003
 HE1003:                Primary Azimuth Mark                     Grid Az
 HE1003:SPC KS S     -  PITTSBURG RADIO KOAM S MAST              003 00 03.0
 HE1003:SPC MO W     -  PITTSBURG RADIO KOAM S MAST              005 27 27.9
 HE1003:UTM  15      -  PITTSBURG RADIO KOAM S MAST              006 22 03.8
 HE1003
 HE1003|---------------------------------------------------------------------|
 HE1003| PID    Reference Object                     Distance      Geod. Az  |
 HE1003|                                                           dddmmss.s |
 HE1003| HE1012 PITTSBURG RADIO KOAM S MAST         APPROX. 8.2 KM 0052207.4 |
 HE1003| HE1071 TV STATION KOAM WEST MAST           APPROX.14.1 KM 2022218.0 |
 HE1003| CN7611 OVERPASS RM 3                         6.321 METERS 26000     |
 HE1003| CN7610 OVERPASS RM 2                         4.438 METERS 29414     |
 HE1003| HE1024 PITTSBURG POL RAD KAB 206 MAST      APPROX. 5.9 KM 3153952.2 |
 HE1003| HE1011 PITTSBURG S MUNICIPAL TANK          APPROX. 8.2 KM 3243416.8 |
 HE1003| HE1020 PITTSBURG KGE RADIO MAST            APPROX. 9.3 KM 3270233.2 |
 HE1003| HE1007 PITTSBURG HOTEL BESSE FLAGPOLE      APPROX. 9.5 KM 3280635.7 |
 HE1003| HE1026 PITTSBURG N MUNICIPAL TANK          APPROX.10.9 KM 3345302.0 |
 HE1003| CN7609 OVERPASS RM 1                        11.254 METERS 34624     |
 HE1003| CN7612 OVERPASS RM 4                        11.826 METERS 35910     |
 HE1003|---------------------------------------------------------------------|
 HE1003
 HE1003                          SUPERSEDED SURVEY CONTROL
 HE1003
 HE1003  NAD 83(1997)-  37 20 17.75910(N)    094 38 48.48239(W) AD(       ) 2
 HE1003  NAD 83(1986)-  37 20 17.76508(N)    094 38 48.47616(W) AD(       ) 2
 HE1003  NAD 27      -  37 20 17.57927(N)    094 38 47.63016(W) AD(       ) 2
 HE1003  NGVD 29 (07/19/86)  285.9    (m)          938.     (f) VERT ANG       
 HE1003
 HE1003.Superseded values are not recommended for survey control.
 HE1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1003.See file dsdata.txt to determine how the superseded data were derived.
 HE1003
 HE1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5412033670(NAD 83)
 HE1003_MARKER: DS = TRIANGULATION STATION DISK
 HE1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1003
 HE1003  HISTORY     - Date     Condition        Report By
 HE1003  HISTORY     - 1966     MONUMENTED       CGS
 HE1003  HISTORY     - 1973     SEE DESCRIPTION  NGS
 HE1003  HISTORY     - 1975     GOOD             NGS
 HE1003
 HE1003                          STATION DESCRIPTION
 HE1003
 HE1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1003'THE STATION IS ABOUT 7-1/2 MILES EAST-NORTHEAST OF WEIR,
 HE1003'6 MILES SOUTHEAST OF PITTSBURG, 1-1/2 MILES WEST-SOUTHWEST
 HE1003'OF OPOLIS, ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 57.
 HE1003'
 HE1003'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69,
 HE1003'160 AND STATE HIGHWAY 57 ABOUT 5 MILES SOUTH OF PITTSBURG,
 HE1003'GO WEST ON STATE HIGHWAY 57 FOR 3.2 MILES TO THE EAST END
 HE1003'OF A BRIDGE AND THE STATION ON THE RIGHT.
 HE1003'
 HE1003'STATION MARK IS A STANDARD DISK, STAMPED OVERPASS 1966, SET
 HE1003'IN TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 HE1003'THE GROUND.  IT IS 18.7 FEET SOUTH OF THE CENTERLINE OF
 HE1003'STATE HIGHWAY 57 AND 8.4 FEET EAST OF THE SOUTH GUARD RAIL
 HE1003'OF THE BRIDGE.
 HE1003'
 HE1003'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OVERPASS NO
 HE1003'1 1966, CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH
 HE1003'GUARD RAIL OF BRIDGE.  IT IS 17.5 FEET NORTH OF THE CENTERLINE
 HE1003'OF STATE HIGHWAY 57 AND ABOUT 2 FEET HIGHER THAN THE STATION.
 HE1003'
 HE1003'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OVERPASS NO
 HE1003'2 1966, CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH
 HE1003'GUARD RAIL OF THE BRIDGE.  IT IS 21.4 FEET SOUTH OF THE
 HE1003'CENTERLINE OF STATE HIGHWAY 57 AND ABOUT 2 FEET HIGHER THAN
 HE1003'THE STATION.
 HE1003
 HE1003                          STATION RECOVERY (1973)
 HE1003
 HE1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HE1003'THIS STATION WAS DESTROYED IN 1971 BY CONSTRUCTION OF A NEW
 HE1003'OVERPASS, PRIOR TO ITS DESTRUCTION THE STATION WAS REFERENCED TO
 HE1003'SEVERAL POINTS BY NGS AND STATE HIGHWAY ENGINEERS.  THE ORIGINAL
 HE1003'STATION POINT WAS REESTABLISHED BY STATE HIGHWAY ENGINEERS AND
 HE1003'MONUMENTED THIS DATE BY THIS PARTY.  FOLLOWING IS A NEW COMPLETE
 HE1003'DESCRIPTION--
 HE1003'
 HE1003'THE STATION IS ABOUT 7-1/2 MILES EAST-NORTHEAST OF WEIR, 6 MILES
 HE1003'SOUTHEAST OF PITTSBURG, 1-1/2 MILES WEST-SOUTHWEST OF OPOLIS AND
 HE1003'ON AN OVERPASS ON STATE HIGHWAY 57.
 HE1003'
 HE1003'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 69, 160 AND
 HE1003'STATE HIGHWAY 57 ABOUT 5 MILES SOUTH OF PITTSBURG, GO WEST ON
 HE1003'HIGHWAY 57 FOR 3.2 MILES TO TOP OF OVERPASS, NEAR EAST END AND THE
 HE1003'STATION ON THE RIGHT.
 HE1003'
 HE1003'THE STATION MARKS ARE STANDARD DISKS STAMPED OVERPASS 1966 1973.
 HE1003'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 HE1003'MONUMENT THAT IS 1 INCH BELOW THE HIGHWAY SURFACE.  IT IS AT THE
 HE1003'NORTHWEST CORNER OF A STORM DRAIN AT THE SOUTHEAST CORNER OF THE
 HE1003'OVERPASS, 9.8 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A
 HE1003'CONCRETE RAILING, 3 FEET NORTH OF METAL RAILING AND 19 FEET
 HE1003'SOUTH OF THE CENTER OF THE HIGHWAY.
 HE1003'
 HE1003'REFERENCE MARK 3 IS A STANDARD DISK STAMPED OVERPASS 1966 NO 3
 HE1003'1973, CEMENTED IN A DRILL HOLE IN SOUTH CONCRETE RAILING OF THE
 HE1003'OVERPASS, 11 FEET WEST OF THE EAST END OF THE RAILING AND ABOUT 3
 HE1003'FEET ABOVE THE HIGHWAY SURFACE.
 HE1003'
 HE1003'REFERENCE MARK 4 IS A STANDARD DISK STAMPED OVERPASS 1966 NO 4
 HE1003'1973, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF CONCRETE
 HE1003'FOUNDATION FOR A STORM DRAIN AT THE NORTHEAST CORNER OF THE
 HE1003'OVERPASS, 33.5 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE
 HE1003'RAILING, 2.2 FEET SOUTH OF A METAL RAILING AND ABOUT LEVEL WITH
 HE1003'THE HIGHWAY SURFACE.
 HE1003'
 HE1003'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST
 HE1003'OF PITTSBURG.
 HE1003
 HE1003                          STATION RECOVERY (1975)
 HE1003
 HE1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HE1003'THE STATION MARKS AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 HE1003'GOOD CONDITION.  THIS STATION WAS OCCUPIED THIS DATE FOR HORIZONTAL
 HE1003'DIRECTIONS TO INTERSECTION STATIONS AND TRIANGULATION STATION
 HE1003'OPOLIS 1935.
 HE1003'
 HE1003'AIRLINE DIRECTION FROM NEAREST TOWN--6 MILES SOUTHEAST OF
 HE1003'PITTSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1295 ***********************************************************************
 HF1295  DESIGNATION -  OXFORD
 HF1295  PID         -  HF1295
 HF1295  STATE/COUNTY-  KS/SUMNER
 HF1295  USGS QUAD   -  OXFORD (1965)
 HF1295
 HF1295                         *CURRENT SURVEY CONTROL
 HF1295  ___________________________________________________________________
 HF1295* NAD 83(1997)-  37 15 39.01875(N)    097 11 17.22962(W)     ADJUSTED  
 HF1295* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 HF1295  ___________________________________________________________________
 HF1295  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 HF1295  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF1295
 HF1295  HORZ ORDER  -  THIRD
 HF1295
 HF1295.The horizontal coordinates were established by classical geodetic methods
 HF1295.and adjusted by the National Geodetic Survey in October 1998..
 HF1295
 HF1295.The orthometric height was scaled from a topographic map.
 HF1295
 HF1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1295
 HF1295.The geoid height was determined by GEOID03.
 HF1295
 HF1295;                    North         East     Units Scale Factor Converg.
 HF1295;SPC KS S     -   466,763.223   516,368.893   MT  1.00000115   +0 48 22.3
 HF1295;UTM  14      - 4,125,347.063   660,668.872   MT  0.99991800   +1 05 50.0
 HF1295
 HF1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1295!SPC KS S     -   0.99994723  x   1.00000115  =   0.99994838
 HF1295!UTM  14      -   0.99994723  x   0.99991800  =   0.99986523
 HF1295
 HF1295:                Primary Azimuth Mark                     Grid Az
 HF1295:SPC KS S     -  OXFORD TANK                              043 05 32.0
 HF1295:UTM  14      -  OXFORD TANK                              042 48 04.3
 HF1295
 HF1295|---------------------------------------------------------------------|
 HF1295| PID    Reference Object                     Distance      Geod. Az  |
 HF1295|                                                           dddmmss.s |
 HF1295| HF1293 OXFORD TANK                         APPROX. 2.4 KM 0435354.3 |
 HF1295| HF1290 OXFORD PARITY MILLS ELEVATOR        APPROX. 2.0 KM 0641011.0 |
 HF1295| CL5932 OXFORD RM 1                          14.452 METERS 08926     |
 HF1295| CL5931 OXFORD AZ MK                                       1672305.7 |
 HF1295| HF1294 OXFORD 2                              3.556 METERS 16723     |
 HF1295| CL5933 OXFORD RM 2                          13.280 METERS 33421     |
 HF1295| HF1291 RBN OXFORD OXS                       44.821 METERS 35539     |
 HF1295|---------------------------------------------------------------------|
 HF1295
 HF1295                          SUPERSEDED SURVEY CONTROL
 HF1295
 HF1295  NAD 83(1997)-  37 15 39.02164(N)    097 11 17.22511(W) AD(       ) 3
 HF1295  NAD 83(1986)-  37 15 39.02997(N)    097 11 17.22148(W) AD(       ) 3
 HF1295  NAD 27      -  37 15 38.94485(N)    097 11 16.07232(W) AD(       ) 3
 HF1295
 HF1295.Superseded values are not recommended for survey control.
 HF1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1295.See file dsdata.txt to determine how the superseded data were derived.
 HF1295
 HF1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6066925347(NAD 83)
 HF1295_MARKER: DS = TRIANGULATION STATION DISK
 HF1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1295
 HF1295  HISTORY     - Date     Condition        Report By
 HF1295  HISTORY     - 1957     MONUMENTED       CGS
 HF1295  HISTORY     - 1964     GOOD             CGS
 HF1295
 HF1295                          STATION DESCRIPTION
 HF1295
 HF1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1295'THE STATION IS LOCATED AIRLINE, ABOUT 5 MILES EAST OF DALTON
 HF1295'AND ABOUT 1-1/4 MILES SOUTHWEST OF OXFORD ON LAND WHICH
 HF1295'HAS BEEN LEASED BY THE CIVIL AERONAUTICS AUTHORITY.
 HF1295'
 HF1295'THE STATION IS A STANDARD DISK STAMPED OXFORD 1957 SET IN
 HF1295'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1295'5 INCHES ABOVE THE GROUND.  IT IS 30 FEET NORTH OF THE
 HF1295'CENTER LINE OF A FARM ROAD, 4.5 FEET NORTHEAST OF A WHITE
 HF1295'WITNESS POST AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE
 HF1295'WHICH FORMS THE ENCLOSURE AROUND THE C.A.A. FAN MARKER.
 HF1295'
 HF1295'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED OXFORD
 HF1295'NO 1 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HF1295'WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT
 HF1295'THE SAME ELEVATION AS THE STATION.  IT IS 3 FEET NORTHWEST
 HF1295'OF A FENCE CORNER, THE SOUTHEAST CORNER OF THE ENCLOSURE.
 HF1295'
 HF1295'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OXFORD
 HF1295'NO 2 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HF1295'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 HF1295'ELEVATION AS THE STATION.  IT IS 2 FEET EAST OF A NORTHSOUTH
 HF1295'FENCE LINE WHICH FORMES THE WEST EDGE OF THE ENCLOSURE.
 HF1295'
 HF1295'THE AZIMUTH MARK IS A STANDARD DISK STAMPED OXFORD 1957
 HF1295'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1295'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 2.5 FEET EAST-NORTHEAST
 HF1295'OF A WHITE WITNESS POST AND 24 FEET WEST OF THE CENTER LINE
 HF1295'OF THE ROAD.
 HF1295'
 HF1295'THE FAN MARKER (C.A.A.) IS THE CENTER ONE OF THREE POLES
 HF1295'WHICH ARE PAINTED ALTERNATELY ORANGE AND WHITE.  THEY ARE
 HF1295'ABOUT 40 FEET HIGH.
 HF1295'
 HF1295'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE ROAD
 HF1295'FOR 0.1 MILE, TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR
 HF1295'0.45 MILE TO A HEDGE ROW, A POWER LINE POLE ON THE RIGHT
 HF1295'AND THE AZIMUTH MARK.
 HF1295'
 HF1295'TO REACH THE STATION FROM THE OXFORD BANK AND BLINKER LIGHT
 HF1295'IN OXFORD, GO WEST ON US HIGHWAY 160 FOR 1.0 MILE, TURN
 HF1295'LEFT OFF THE HIGHWAY AND FOLLOW THE FARM ROAD SOUTH FOR
 HF1295'1.0 MILE, TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE FAN
 HF1295'MARKER (C.A.A.) ON THE RIGHT, NORTH SIDE AND THE STATION.
 HF1295
 HF1295                          STATION RECOVERY (1964)
 HF1295
 HF1295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 HF1295'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HF1295'FOUND IN GOOD CONDITION.  THE FEDERAL AVIATION AGENCY HAS REMOVED
 HF1295'THEIR FACILITY, GIVEN UP THEIR LEASE, AND THE LAND HAS RETURNED
 HF1295'TO THE LANDOWNER, MR. MAX M. WENRICH, WHO REQUESTED THAT THE
 HF1295'COAST AND GEODETIC SURVEY MARKS BE REMOVED OR RELOCATED.  OXFORD
 HF1295'2 AND TWO NEW REFERENCE MARKS WERE ESTABLISHED.  FOR DETAILS, SEE
 HF1295'THE DESCRIPTION OF OXFORD 2.  THE SURFACE STATION MARK AND
 HF1295'BOTH REFERENCE MARKS WERE DESTROYED FOR THIS STATION.  THE
 HF1295'UNDERGROUND STATION MARK WILL REMAIN IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1294 ***********************************************************************
 HF1294  DESIGNATION -  OXFORD 2
 HF1294  PID         -  HF1294
 HF1294  STATE/COUNTY-  KS/SUMNER
 HF1294  USGS QUAD   -  OXFORD (1965)
 HF1294
 HF1294                         *CURRENT SURVEY CONTROL
 HF1294  ___________________________________________________________________
 HF1294* NAD 83(1997)-  37 15 38.90618(N)    097 11 17.19810(W)     ADJUSTED  
 HF1294* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 HF1294  ___________________________________________________________________
 HF1294  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 HF1294  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF1294
 HF1294  HORZ ORDER  -  SECOND
 HF1294
 HF1294.The horizontal coordinates were established by classical geodetic methods
 HF1294.and adjusted by the National Geodetic Survey in October 1998..
 HF1294
 HF1294.The orthometric height was scaled from a topographic map.
 HF1294
 HF1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1294
 HF1294.The geoid height was determined by GEOID03.
 HF1294
 HF1294;                    North         East     Units Scale Factor Converg.
 HF1294;SPC KS S     -   466,759.764   516,369.718   MT  1.00000116   +0 48 22.3
 HF1294;UTM  14      - 4,125,343.609   660,669.715   MT  0.99991800   +1 05 50.0
 HF1294
 HF1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1294!SPC KS S     -   0.99994723  x   1.00000116  =   0.99994839
 HF1294!UTM  14      -   0.99994723  x   0.99991800  =   0.99986523
 HF1294
 HF1294:                Primary Azimuth Mark                     Grid Az
 HF1294:SPC KS S     -  OXFORD TANK                              043 01 13.2
 HF1294:UTM  14      -  OXFORD TANK                              042 43 45.5
 HF1294
 HF1294|---------------------------------------------------------------------|
 HF1294| PID    Reference Object                     Distance      Geod. Az  |
 HF1294|                                                           dddmmss.s |
 HF1294| HF1293 OXFORD TANK                         APPROX. 2.4 KM 0434935.5 |
 HF1294| CL5934 OXFORD 2 RM 3                        18.376 METERS 09402     |
 HF1294| CL5931 OXFORD AZ MK                                       1672305.7 |
 HF1294| CL5935 OXFORD 2 RM 4                        13.289 METERS 27203     |
 HF1294| HF1295 OXFORD                                3.556 METERS 34723     |
 HF1294|---------------------------------------------------------------------|
 HF1294
 HF1294                          SUPERSEDED SURVEY CONTROL
 HF1294
 HF1294  NAD 83(1997)-  37 15 38.90907(N)    097 11 17.19359(W) AD(       ) 2
 HF1294  NAD 83(1986)-  37 15 38.91741(N)    097 11 17.18996(W) AD(       ) 2
 HF1294  NAD 27      -  37 15 38.83228(N)    097 11 16.04080(W) AD(       ) 2
 HF1294
 HF1294.Superseded values are not recommended for survey control.
 HF1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1294.See file dsdata.txt to determine how the superseded data were derived.
 HF1294
 HF1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6067025344(NAD 83)
 HF1294_MARKER: DS = TRIANGULATION STATION DISK
 HF1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1294_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1294
 HF1294  HISTORY     - Date     Condition        Report By
 HF1294  HISTORY     - 1964     MONUMENTED       CGS
 HF1294
 HF1294                          STATION DESCRIPTION
 HF1294
 HF1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 HF1294'STATION IS LOCATED 5 MILES EAST OF DALTON AND 1 AND 1/2
 HF1294'MILES SOUTHWEST OF OXFORD ALONG THE NORTHSIDE OF A GRADED
 HF1294'ROAD, 22 FEET NORTH OF THE CENTERLINE OF GRADED ROAD, 5
 HF1294'FEET EAST OF POWER POLE WITH TRANSFORMER, AND 1 FOOT WEST
 HF1294'OF A STEEL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 HF1294'DISK IS STAMPED OXFORD 2 1964.
 HF1294'
 HF1294'TO REACH THE STATION FROM THE OXFORD BANK AND TRAFFIC LIGHT,
 HF1294'GO WEST ON U.S. HIGHWAY 160 FOR 1.0 MILE TO A GRADED
 HF1294'ROAD LEFT.  TURN LEFT OFF THE HIGHWAY AND GO SOUTH ON GRADED
 HF1294'ROAD FOR 1.0 MILE TO CROSSROAD.  TURN RIGHT AND GO WEST
 HF1294'ON GRADED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT
 HF1294'AS DESCRIBED.
 HF1294'
 HF1294'REFERENCE MARK NO. 3 IS 60.29 FEET EAST OF THE STATION, 27 FEET
 HF1294'EAST OF THE CENTERLINE OF FIELD, 21 FEET NORTH OF THE CENTERLINE
 HF1294'OF GRAVEL ROAD, 17 FEET EAST OF FENCE CORNER, AND 1 FOOT
 HF1294'SOUTH OF FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 HF1294'IS STAMPED OXFORD 2 NO 3 1964.
 HF1294'
 HF1294'REFERENCE MARK NO. 4 IS 43.60 FEET WEST OF THE STATION, 39
 HF1294'FEET WEST OF A POWER POLE, 23 FEET WEST OF TELEPHONE MARKER
 HF1294'BOX FOR UNDERGROUND CABLE, 21 FEET NORTH OF THE CENTERLINE
 HF1294'OF GRAVEL ROAD, AND 1 FOOT SOUTH OF FENCE.  THE MARK PROJECTS
 HF1294'6 INCHES AND THE DISK IS STAMPED OXFORD 2 NO 4 1964.
 HF1294'
 HF1294'AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHEAST OF THE STATION, 24 FEET
 HF1294'WEST OF A NORTH-SOUTH ROAD, 2 FEET SOUTHEAST OF A POWER
 HF1294'POLE, AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST.  THE
 HF1294'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED OXFORD 1957.
 HF1294'
 HF1294'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR
 HF1294'0.1 MILE TO CROSSROADS.  TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR
 HF1294'0.5 MILE TO A HEDGEROW (EAST-WEST) ON THE RIGHT AND THE
 HF1294'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 HF1294'
 HF1294'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1290 ***********************************************************************
 HF1290  DESIGNATION -  OXFORD PARITY MILLS ELEVATOR
 HF1290  PID         -  HF1290
 HF1290  STATE/COUNTY-  KS/SUMNER
 HF1290  USGS QUAD   -  OXFORD (1965)
 HF1290
 HF1290                         *CURRENT SURVEY CONTROL
 HF1290  ___________________________________________________________________
 HF1290* NAD 83(1997)-  37 16 07.21851(N)    097 10 04.32149(W)     ADJUSTED  
 HF1290* NAVD 88     -                                                        
 HF1290  ___________________________________________________________________
 HF1290  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HF1290  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF1290
 HF1290  HORZ ORDER  -  THIRD
 HF1290
 HF1290.The horizontal coordinates were established by classical geodetic methods
 HF1290.and adjusted by the National Geodetic Survey in October 1998..
 HF1290
 HF1290
 HF1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1290
 HF1290.The geoid height was determined by GEOID03.
 HF1290
 HF1290;                    North         East     Units Scale Factor Converg.
 HF1290;SPC KS S     -   467,657.963   518,152.804   MT  0.99999961   +0 49 07.1
 HF1290;UTM  14      - 4,126,250.783   662,448.075   MT  0.99992508   +1 06 34.9
 HF1290
 HF1290                          SUPERSEDED SURVEY CONTROL
 HF1290
 HF1290  NAD 83(1997)-  37 16 07.22136(N)    097 10 04.31657(W) AD(       ) 4
 HF1290  NAD 83(1986)-  37 16 07.22957(N)    097 10 04.31367(W) AD(       ) 4
 HF1290  NAD 27      -  37 16 07.14654(N)    097 10 03.16132(W) AD(       ) 3
 HF1290
 HF1290.Superseded values are not recommended for survey control.
 HF1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1290.See file dsdata.txt to determine how the superseded data were derived.
 HF1290
 HF1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6244826251(NAD 83)
 HF1290_MARKER: 65 = GRAIN ELEVATOR
 HF1290
 HF1290  HISTORY     - Date     Condition        Report By
 HF1290  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1290
 HF1290                          STATION DESCRIPTION
 HF1290
 HF1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1290'THE STATION IS LOCATED IN THE SOUTHERLY PART OF THE VILLAGE
 HF1290'OF OXFORD.
 HF1290'
 HF1290'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE 129 FEET TO THE
 HF1290'TOP OF THE TANKS AND A 35 FOOT HEADHOUSE.  THE CENTER OF
 HF1290'THE TOP OF THE HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1292 ***********************************************************************
 HF1292  DESIGNATION -  OXFORD SHELL TANK
 HF1292  PID         -  HF1292
 HF1292  STATE/COUNTY-  KS/COWLEY
 HF1292  USGS QUAD   -  OXFORD (1965)
 HF1292
 HF1292                         *CURRENT SURVEY CONTROL
 HF1292  ___________________________________________________________________
 HF1292* NAD 83(1997)-  37 16 22.74064(N)    097 10 26.38935(W)     ADJUSTED  
 HF1292* NAVD 88     -                                                        
 HF1292  ___________________________________________________________________
 HF1292  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HF1292  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF1292
 HF1292  HORZ ORDER  -  THIRD
 HF1292
 HF1292.The horizontal coordinates were established by classical geodetic methods
 HF1292.and adjusted by the National Geodetic Survey in October 1998..
 HF1292
 HF1292
 HF1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1292
 HF1292.The geoid height was determined by GEOID03.
 HF1292
 HF1292;                    North         East     Units Scale Factor Converg.
 HF1292;SPC KS S     -   468,128.689   517,602.342   MT  0.99999876   +0 48 53.5
 HF1292;UTM  14      - 4,126,718.670   661,895.270   MT  0.99992287   +1 06 21.9
 HF1292
 HF1292                          SUPERSEDED SURVEY CONTROL
 HF1292
 HF1292  NAD 83(1997)-  37 16 22.74413(N)    097 10 26.38413(W) AD(       ) 4
 HF1292  NAD 83(1986)-  37 16 22.75198(N)    097 10 26.38108(W) AD(       ) 4
 HF1292  NAD 27      -  37 16 22.66709(N)    097 10 25.22729(W) AD(       ) 3
 HF1292
 HF1292.Superseded values are not recommended for survey control.
 HF1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1292.See file dsdata.txt to determine how the superseded data were derived.
 HF1292
 HF1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6189526719(NAD 83)
 HF1292_MARKER: 53 = ELEVATED TANK
 HF1292
 HF1292  HISTORY     - Date     Condition        Report By
 HF1292  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1292
 HF1292                          STATION DESCRIPTION
 HF1292
 HF1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1292'POINT SIGHTED UPON WAS FINIAL ATOP WATER TANK IN SOUTHWEST
 HF1292'PORTION OF OXFORD, 420 FEET SOUTH AND 100 FEET EAST OF INTERSECTION
 HF1292'OF U.S. HIGHWAY 160 AND MIDLAND VALLEY RAILROAD.  APPROXIMATELY
 HF1292'90 FEET HIGH, SILVER, FOUR POST TOWER, BUILT 1927.
 HF1292'
 HF1292'STATION OBSERVED UPON FROM FLORAL, WHEEL, SILVER, WINFIELD
 HF1292'AND PANTHER.
 HF1292'
 HF1292'FOR DESCRIPTION, SEE PROJECT G-299, VOLUME NO. 48, PAGE 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1293 ***********************************************************************
 HF1293  DESIGNATION -  OXFORD TANK
 HF1293  PID         -  HF1293
 HF1293  STATE/COUNTY-  KS/COWLEY
 HF1293  USGS QUAD   -  OXFORD (1965)
 HF1293
 HF1293                         *CURRENT SURVEY CONTROL
 HF1293  ___________________________________________________________________
 HF1293* NAD 83(1997)-  37 16 34.21934(N)    097 10 10.75323(W)     ADJUSTED  
 HF1293* NAVD 88     -                                                        
 HF1293  ___________________________________________________________________
 HF1293  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 HF1293  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 HF1293
 HF1293  HORZ ORDER  -  THIRD
 HF1293
 HF1293.The horizontal coordinates were established by classical geodetic methods
 HF1293.and adjusted by the National Geodetic Survey in October 1998..
 HF1293
 HF1293
 HF1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1293
 HF1293.The geoid height was determined by GEOID03.
 HF1293
 HF1293;                    North         East     Units Scale Factor Converg.
 HF1293;SPC KS S     -   468,488.011   517,982.477   MT  0.99999814   +0 49 03.1
 HF1293;UTM  14      - 4,127,079.893   662,273.545   MT  0.99992438   +1 06 31.7
 HF1293
 HF1293                          SUPERSEDED SURVEY CONTROL
 HF1293
 HF1293  NAD 83(1997)-  37 16 34.22230(N)    097 10 10.74830(W) AD(       ) 4
 HF1293  NAD 83(1986)-  37 16 34.23059(N)    097 10 10.74495(W) AD(       ) 4
 HF1293  NAD 27      -  37 16 34.14632(N)    097 10 09.59872(W) AD(       ) 3
 HF1293
 HF1293.Superseded values are not recommended for survey control.
 HF1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1293.See file dsdata.txt to determine how the superseded data were derived.
 HF1293
 HF1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6227427080(NAD 83)
 HF1293_MARKER: 53 = ELEVATED TANK
 HF1293
 HF1293  HISTORY     - Date     Condition        Report By
 HF1293  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1293  HISTORY     - 1957     GOOD             CGS
 HF1293  HISTORY     - 20000920 POOR             USPSQD
 HF1293  HISTORY     - 20020114 MARK NOT FOUND   NGS
 HF1293
 HF1293                          STATION DESCRIPTION
 HF1293
 HF1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1293'POINT SIGHTED UPON WAS FINIAL ATOP MUNICIPAL WATER TANK AT
 HF1293'OXFORD, LOCATED IN THE CENTRAL PORTION OF TOWN, 100 FEET SOUTH,
 HF1293'AND 170 FEET WEST OF INTERSECTION OF SUMMER AVENUE AND OLIVE
 HF1293'STREET, 2 BLOCKS NORTH OF U.S. HIGHWAY 160 IN OXFORD.
 HF1293'APPROXIMATELY 120 FEET HIGH, SILVER, 4 POST TOWER.
 HF1293'
 HF1293'OBSERVED UPON FROM FLORAL, WHEEL, SILVER, WINFIELD AND PANTHER.
 HF1293
 HF1293                          STATION RECOVERY (1957)
 HF1293
 HF1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1293'THE STATION IS LOCATED IN THE NORTHERN PART OF THE VILLAGE OF
 HF1293'OXFORD.
 HF1293'
 HF1293'THE TANK IS A STEEL TANK, PAINTED SILVER WITH A RED TOP,
 HF1293'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE.  IT IS ABOUT
 HF1293'120 FEET HIGH.  THE APEX OF THE ROOF WAS INTERSECTED.
 HF1293
 HF1293                          STATION RECOVERY (2000)
 HF1293
 HF1293'RECOVERY NOTE BY US POWER SQUADRON 2000 (SWW)
 HF1293'THIS MARKER SHOULD BE CONSIDERED DESTROYED AS THE TANK HAS BEEN
 HF1293'REMOVED AND ALL THAT REMAINS ARE THE 4 CONCRETE FOOTINGS FOR THE TANK
 HF1293'LEGS.
 HF1293
 HF1293                          STATION RECOVERY (2002)
 HF1293
 HF1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 HF1293'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0695 ***********************************************************************
 JG0695  DESIGNATION -  OXIDE
 JG0695  PID         -  JG0695
 JG0695  STATE/COUNTY-  KS/ELLSWORTH
 JG0695  USGS QUAD   -  ELLSWORTH (1979)
 JG0695
 JG0695                         *CURRENT SURVEY CONTROL
 JG0695  ___________________________________________________________________
 JG0695* NAD 83(1997)-  38 41 26.54259(N)    098 13 23.03605(W)     ADJUSTED  
 JG0695* NAVD 88     -                                                        
 JG0695  ___________________________________________________________________
 JG0695  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 JG0695  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 JG0695
 JG0695  HORZ ORDER  -  THIRD
 JG0695
 JG0695.The horizontal coordinates were established by classical geodetic methods
 JG0695.and adjusted by the National Geodetic Survey in October 1998..
 JG0695
 JG0695
 JG0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0695
 JG0695.The geoid height was determined by GEOID03.
 JG0695
 JG0695;                    North         East     Units Scale Factor Converg.
 JG0695;SPC KS N     -    39,696.135   380,592.724   MT  1.00000429   -0 08 28.1
 JG0695;UTM  14      - 4,282,741.223   567,568.483   MT  0.99965622   +0 29 08.5
 JG0695
 JG0695                          SUPERSEDED SURVEY CONTROL
 JG0695
 JG0695  NAD 83(1986)-  38 41 26.55105(N)    098 13 23.03529(W) AD(       ) 4
 JG0695  NAD 27      -  38 41 26.52300(N)    098 13 21.82800(W) AD(       ) 3
 JG0695
 JG0695.Superseded values are not recommended for survey control.
 JG0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0695.See file dsdata.txt to determine how the superseded data were derived.
 JG0695
 JG0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6756882741(NAD 83)
 JG0695_MARKER: 72 = CAIRN
 JG0695
 JG0695  HISTORY     - Date     Condition        Report By
 JG0695  HISTORY     - 1900     FIRST OBSERVED   CGS
 JG0695  HISTORY     - 1934     GOOD             CGS
 JG0695
 JG0695                          STATION DESCRIPTION
 JG0695
 JG0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0695'ON THE NE 1/4 OF SEC. 5, T. 16 S, R. 8 W, ON THE FARM OF JOHN
 JG0695'KIPP.  IT IS A CAIRN ABOUT 3-1/2 FEET HIGH AND ABOUT 5 FEET IN
 JG0695'DIAMETER AT THE BASE, ON THE N END OF A PROMINENT HILL ABOUT
 JG0695'2-1/2 MILES S AND 3/4 MILE E OF ELLSWORTH, KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0788 ***********************************************************************
 KE0788  DESIGNATION -  P
 KE0788  PID         -  KE0788
 KE0788  STATE/COUNTY-  KS/SHAWNEE
 KE0788  USGS QUAD   -  SILVER LAKE (1983)
 KE0788
 KE0788                         *CURRENT SURVEY CONTROL
 KE0788  ___________________________________________________________________
 KE0788* NAD 83(1986)-  39 06 19.     (N)    095 51 37.     (W)     SCALED    
 KE0788* NAVD 88     -       278.867  (meters)     914.92   (feet)  ADJUSTED  
 KE0788  ___________________________________________________________________
 KE0788  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 KE0788  DYNAMIC HT  -         278.688 (meters)     914.33  (feet)  COMP
 KE0788  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 KE0788
 KE0788  VERT ORDER  -  FIRST     CLASS II
 KE0788
 KE0788.The horizontal coordinates were scaled from a topographic map and have
 KE0788.an estimated accuracy of +/- 6 seconds.
 KE0788
 KE0788.The orthometric height was determined by differential leveling
 KE0788.and adjusted by the National Geodetic Survey in June 1991..
 KE0788
 KE0788.The geoid height was determined by GEOID03.
 KE0788
 KE0788.The dynamic height is computed by dividing the NAVD 88
 KE0788.geopotential number by the normal gravity value computed on the
 KE0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0788.degrees latitude (g = 980.6199 gals.).
 KE0788
 KE0788.The modeled gravity was interpolated from observed gravity values.
 KE0788
 KE0788;                    North         East    Units  Estimated Accuracy
 KE0788;SPC KS N     -    87,880.      585,060.      MT  (+/- 180 meters Scaled)
 KE0788
 KE0788                          SUPERSEDED SURVEY CONTROL
 KE0788
 KE0788  NGVD 29 (??/??/92)  278.787  (m)          914.65   (f) ADJ UNCH    1 2
 KE0788
 KE0788.Superseded values are not recommended for survey control.
 KE0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0788.See file dsdata.txt to determine how the superseded data were derived.
 KE0788
 KE0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD526323(NAD 83)
 KE0788_MARKER: Z = SEE DESCRIPTION
 KE0788_SETTING: 0 = UNSPECIFIED SETTING
 KE0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0788
 KE0788  HISTORY     - Date     Condition        Report By
 KE0788  HISTORY     - UNK      MONUMENTED       CGS
 KE0788  HISTORY     - 1940     GOOD             NGS
 KE0788  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0788  HISTORY     - 20050302 MARK NOT FOUND   USPSQD
 KE0788
 KE0788                          STATION DESCRIPTION
 KE0788
 KE0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KE0788'IN SILVER LAKE.
 KE0788'BENCH MARK IS ON THE SOUTH SIDE OF U.S. HIGHWAYS NO. 24 AND
 KE0788'NO. 40, 68 YARDS SOUTH ACROSS HIGHWAYS FROM THE SOUTH SIDE OF
 KE0788'THE RAILROAD STATION, AT THE NORTH ENTRANCE OF A STUCCO BUILDING
 KE0788'OWNED BY THE MASONIC LODGE, BUILDING IS ON THE NORTHWEST CORNER
 KE0788'OF THE BLOCK, NEAR THE MIDDLE OF THE STONE WINDOW SILL OF THE
 KE0788'WEST WINDOW OF THE BUILDING, 3.5+ EAST OF WEST END OF THE SILL,
 KE0788'3.0 FEET WEST OF THE EAST END OF THE SILL, 0.35 FOOT SOUTH OF
 KE0788'THE NORTH EDGE OF THE SILL.  BENCH MARK IS THE BOTTOM OF A
 KE0788'SHALLOW, SQUARE HOLE, SURROUNDED BY LETTERS USBM.  NO. 4 X 4 INCH
 KE0788'WOODEN POST SET--BUILDING SERVES AS LANDMARK.
 KE0788
 KE0788                          STATION RECOVERY (1986)
 KE0788
 KE0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0788'MARK NOT FOUND.
 KE0788
 KE0788                          STATION RECOVERY (2005)
 KE0788
 KE0788'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 KE0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0454 ***********************************************************************
 HE0454  DESIGNATION -  P 10
 HE0454  PID         -  HE0454
 HE0454  STATE/COUNTY-  KS/LABETTE
 HE0454  USGS QUAD   -  LABETTE (1974)
 HE0454
 HE0454                         *CURRENT SURVEY CONTROL
 HE0454  ___________________________________________________________________
 HE0454* NAD 83(1986)-  37 10 04.     (N)    095 07 41.     (W)     SCALED    
 HE0454* NAVD 88     -       273.026  (meters)     895.75   (feet)  ADJUSTED  
 HE0454  ___________________________________________________________________
 HE0454  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 HE0454  DYNAMIC HT  -         272.812 (meters)     895.05  (feet)  COMP
 HE0454  MODELED GRAV-     979,838.5   (mgal)                       NAVD 88
 HE0454
 HE0454  VERT ORDER  -  SECOND    CLASS 0
 HE0454
 HE0454.The horizontal coordinates were scaled from a topographic map and have
 HE0454.an estimated accuracy of +/- 6 seconds.
 HE0454
 HE0454.The orthometric height was determined by differential leveling
 HE0454.and adjusted by the National Geodetic Survey in June 1991..
 HE0454
 HE0454.The geoid height was determined by GEOID03.
 HE0454
 HE0454.The dynamic height is computed by dividing the NAVD 88
 HE0454.geopotential number by the normal gravity value computed on the
 HE0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0454.degrees latitude (g = 980.6199 gals.).
 HE0454
 HE0454.The modeled gravity was interpolated from observed gravity values.
 HE0454
 HE0454;                    North         East    Units  Estimated Accuracy
 HE0454;SPC KS S     -   461,030.      699,420.      MT  (+/- 180 meters Scaled)
 HE0454
 HE0454                          SUPERSEDED SURVEY CONTROL
 HE0454
 HE0454  NGVD 29 (??/??/92)  272.911  (m)          895.38   (f) ADJ UNCH    2 0
 HE0454
 HE0454.Superseded values are not recommended for survey control.
 HE0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0454.See file dsdata.txt to determine how the superseded data were derived.
 HE0454
 HE0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB110156(NAD 83)
 HE0454_MARKER: DB = BENCH MARK DISK
 HE0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0454_STAMPING: P 10 1934
 HE0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0454+STABILITY: SURFACE MOTION
 HE0454
 HE0454  HISTORY     - Date     Condition        Report By
 HE0454  HISTORY     - 1934     MONUMENTED       CGS
 HE0454  HISTORY     - 1974     MARK NOT FOUND   USGS
 HE0454
 HE0454                          STATION DESCRIPTION
 HE0454
 HE0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0454'AT OSWEGO.
 HE0454'AT OSWEGO, LABETTE COUNTY, ABOUT 240 FEET SOUTHWEST OF THE
 HE0454'MISSOURI-KANSAS-TEXAS RAILROAD STATION, ABOUT 200 FEET NORTH
 HE0454'OF MILEPOST 401, 85 FEET WEST OF THE NEAREST RAIL, AND ABOUT 30
 HE0454'FEET SOUTH OF A GRAVEL ROAD.  A STANDARD DISK, STAMPED P 10 1934
 HE0454'AND SET IN THE TOP OF A CONCRETE POST.
 HE0454
 HE0454                          STATION RECOVERY (1974)
 HE0454
 HE0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HE0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0540 ***********************************************************************
 KH0540  DESIGNATION -  P 100
 KH0540  PID         -  KH0540
 KH0540  STATE/COUNTY-  KS/SHERMAN
 KH0540  USGS QUAD   -  BIRD CITY SOUTH SW (1981)
 KH0540
 KH0540                         *CURRENT SURVEY CONTROL
 KH0540  ___________________________________________________________________
 KH0540* NAD 83(1986)-  39 33 14.     (N)    101 42 24.     (W)     SCALED    
 KH0540* NAVD 88     -      1095.373  (meters)    3593.74   (feet)  ADJUSTED  
 KH0540  ___________________________________________________________________
 KH0540  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 KH0540  DYNAMIC HT  -        1094.486 (meters)    3590.83  (feet)  COMP
 KH0540  MODELED GRAV-     979,780.0   (mgal)                       NAVD 88
 KH0540
 KH0540  VERT ORDER  -  SECOND    CLASS 0
 KH0540
 KH0540.The horizontal coordinates were scaled from a topographic map and have
 KH0540.an estimated accuracy of +/- 6 seconds.
 KH0540
 KH0540.The orthometric height was determined by differential leveling
 KH0540.and adjusted by the National Geodetic Survey in June 1991..
 KH0540
 KH0540.The geoid height was determined by GEOID03.
 KH0540
 KH0540.The dynamic height is computed by dividing the NAVD 88
 KH0540.geopotential number by the normal gravity value computed on the
 KH0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0540.degrees latitude (g = 980.6199 gals.).
 KH0540
 KH0540.The modeled gravity was interpolated from observed gravity values.
 KH0540
 KH0540;                    North         East    Units  Estimated Accuracy
 KH0540;SPC KS N     -   142,020.       81,520.      MT  (+/- 180 meters Scaled)
 KH0540
 KH0540                          SUPERSEDED SURVEY CONTROL
 KH0540
 KH0540  NGVD 29 (??/??/92) 1094.930  (m)         3592.28   (f) ADJ UNCH    2 0
 KH0540
 KH0540.Superseded values are not recommended for survey control.
 KH0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0540.See file dsdata.txt to determine how the superseded data were derived.
 KH0540
 KH0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ674817(NAD 83)
 KH0540_MARKER: DB = BENCH MARK DISK
 KH0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0540_STAMPING: P 100 1935
 KH0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0540+STABILITY: SURFACE MOTION
 KH0540
 KH0540  HISTORY     - Date     Condition        Report By
 KH0540  HISTORY     - 1935     MONUMENTED       CGS
 KH0540  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0540
 KH0540                          STATION DESCRIPTION
 KH0540
 KH0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0540'14.3 MI N FROM GOODLAND.
 KH0540'14.3 MI. N. OF COURT HOUSE ALONG STATE HWY 27 (14.9 MI. S. OF
 KH0540'WHEELER) 23 FT. N. OF THE CENTER LINE OF AN E-W CROSS ROAD, 50
 KH0540'FT. E. OF THE CENTER LINE OF THE HWY., 18 FT. E. OF TELEPHONE
 KH0540'LINE, AND IN THE S.W. CORNER OF A FIELD.
 KH0540
 KH0540                          STATION RECOVERY (1975)
 KH0540
 KH0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0364 ***********************************************************************
 JH0364  DESIGNATION -  P 101
 JH0364  PID         -  JH0364
 JH0364  STATE/COUNTY-  KS/WALLACE
 JH0364  USGS QUAD   -  SHARON SPRINGS EAST (1979)
 JH0364
 JH0364                         *CURRENT SURVEY CONTROL
 JH0364  ___________________________________________________________________
 JH0364* NAD 83(1986)-  38 54 58.     (N)    101 45 00.     (W)     SCALED    
 JH0364* NAVD 88     -      1074.870  (meters)    3526.47   (feet)  ADJUSTED  
 JH0364  ___________________________________________________________________
 JH0364  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 JH0364  DYNAMIC HT  -        1073.949 (meters)    3523.45  (feet)  COMP
 JH0364  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 JH0364
 JH0364  VERT ORDER  -  SECOND    CLASS 0
 JH0364
 JH0364.The horizontal coordinates were scaled from a topographic map and have
 JH0364.an estimated accuracy of +/- 6 seconds.
 JH0364
 JH0364.The orthometric height was determined by differential leveling
 JH0364.and adjusted by the National Geodetic Survey in June 1991..
 JH0364
 JH0364.The geoid height was determined by GEOID03.
 JH0364
 JH0364.The dynamic height is computed by dividing the NAVD 88
 JH0364.geopotential number by the normal gravity value computed on the
 JH0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0364.degrees latitude (g = 980.6199 gals.).
 JH0364
 JH0364.The modeled gravity was interpolated from observed gravity values.
 JH0364
 JH0364;                    North         East    Units  Estimated Accuracy
 JH0364;SPC KS N     -    71,430.       74,870.      MT  (+/- 180 meters Scaled)
 JH0364
 JH0364                          SUPERSEDED SURVEY CONTROL
 JH0364
 JH0364  NGVD 29 (??/??/92) 1074.438  (m)         3525.05   (f) ADJ UNCH    2 0
 JH0364
 JH0364.Superseded values are not recommended for survey control.
 JH0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0364.See file dsdata.txt to determine how the superseded data were derived.
 JH0364
 JH0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ615110(NAD 83)
 JH0364_MARKER: DB = BENCH MARK DISK
 JH0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0364_STAMPING: P 101 1935
 JH0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0364+STABILITY: SURFACE MOTION
 JH0364
 JH0364  HISTORY     - Date     Condition        Report By
 JH0364  HISTORY     - 1935     MONUMENTED       CGS
 JH0364  HISTORY     - 1942     GOOD             NGS
 JH0364  HISTORY     - 1978     MARK NOT FOUND   USGS
 JH0364
 JH0364                          STATION DESCRIPTION
 JH0364
 JH0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JH0364'1.2 MI N FROM SHARON SPRINGS.
 JH0364'1.2 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE COUNTY
 JH0364'COURTHOUSE AT SHARON SPRINGS, WALLACE COUNTY, 5 FEET WEST OF
 JH0364'THE SOUTHEAST CORNER OF THE CEMETERY, 47 FEET WEST OF THE
 JH0364'CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A FENCE, AND
 JH0364'2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JH0364'STAMPED P 101 1935 AND SET IN THE TOP OF A CONCRETE POST
 JH0364'PROJECTING 0.4 FOOT ABOVE GROUND.
 JH0364
 JH0364                          STATION RECOVERY (1942)
 JH0364
 JH0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0364'RECOVERED IN GOOD CONDITION.
 JH0364
 JH0364                          STATION RECOVERY (1978)
 JH0364
 JH0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 JH0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0452 ***********************************************************************
 KE0452  DESIGNATION -  P 106
 KE0452  PID         -  KE0452
 KE0452  STATE/COUNTY-  KS/DONIPHAN
 KE0452  USGS QUAD   -  WATHENA (1961)
 KE0452
 KE0452                         *CURRENT SURVEY CONTROL
 KE0452  ___________________________________________________________________
 KE0452* NAD 83(1986)-  39 45 18.     (N)    094 54 28.     (W)     SCALED    
 KE0452* NAVD 88     -       248.900  (meters)     816.60   (feet)  ADJUSTED  
 KE0452  ___________________________________________________________________
 KE0452  GEOID HEIGHT-         -31.84  (meters)                     GEOID03
 KE0452  DYNAMIC HT  -         248.756 (meters)     816.13  (feet)  COMP
 KE0452  MODELED GRAV-     980,041.5   (mgal)                       NAVD 88
 KE0452
 KE0452  VERT ORDER  -  SECOND    CLASS 0
 KE0452
 KE0452.The horizontal coordinates were scaled from a topographic map and have
 KE0452.an estimated accuracy of +/- 6 seconds.
 KE0452
 KE0452.The orthometric height was determined by differential leveling
 KE0452.and adjusted by the National Geodetic Survey in June 1991..
 KE0452
 KE0452.The geoid height was determined by GEOID03.
 KE0452
 KE0452.The dynamic height is computed by dividing the NAVD 88
 KE0452.geopotential number by the normal gravity value computed on the
 KE0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0452.degrees latitude (g = 980.6199 gals.).
 KE0452
 KE0452.The modeled gravity was interpolated from observed gravity values.
 KE0452
 KE0452;                    North         East    Units  Estimated Accuracy
 KE0452;SPC KS N     -   162,350.      664,950.      MT  (+/- 180 meters Scaled)
 KE0452
 KE0452                          SUPERSEDED SURVEY CONTROL
 KE0452
 KE0452  NGVD 29 (??/??/92)  248.787  (m)          816.23   (f) ADJ UNCH    2 0
 KE0452
 KE0452.Superseded values are not recommended for survey control.
 KE0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0452.See file dsdata.txt to determine how the superseded data were derived.
 KE0452
 KE0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE365023(NAD 83)
 KE0452_MARKER: DB = BENCH MARK DISK
 KE0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0452_SP_SET: CULVERT
 KE0452_STAMPING: P 106 1934
 KE0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0452
 KE0452  HISTORY     - Date     Condition        Report By
 KE0452  HISTORY     - UNK      MONUMENTED       CGS
 KE0452  HISTORY     - 1961     MARK NOT FOUND   USGS
 KE0452
 KE0452                          STATION DESCRIPTION
 KE0452
 KE0452'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KE0452'1.9 MI W FROM ELWOOD.
 KE0452'1.9 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0452'RAILROAD FROM THE STATION AT ELWOOD, DONIPHAN COUNTY, 85 FEET
 KE0452'NORTH OF THE CENTERLINE OF THE TRACK, ON U.S. HIGHWAY 36, AT
 KE0452'THE JUNCTION OF A T-ROAD LEADING SOUTH, 34 FEET NORTH OF THE
 KE0452'CENTERLINE OF THE HIGHWAY, AT A CONCRETE CULVERT ON THE NORTH
 KE0452'SIDE OF THE HIGHWAY, AND IN THE TOP OF THE NORTHWEST HEADWALL.
 KE0452'A STANDARD DISK, STAMPED P 106 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0957 ***********************************************************************
 KE0957  DESIGNATION -  P 107
 KE0957  PID         -  KE0957
 KE0957  STATE/COUNTY-  KS/BROWN
 KE0957  USGS QUAD   -  HORTON (1961)
 KE0957
 KE0957                         *CURRENT SURVEY CONTROL
 KE0957  ___________________________________________________________________
 KE0957* NAD 83(1986)-  39 40 04.     (N)    095 31 10.     (W)     SCALED    
 KE0957* NAVD 88     -       313.974  (meters)    1030.10   (feet)  ADJUSTED  
 KE0957  ___________________________________________________________________
 KE0957  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 KE0957  DYNAMIC HT  -         313.782 (meters)    1029.47  (feet)  COMP
 KE0957  MODELED GRAV-     980,007.4   (mgal)                       NAVD 88
 KE0957
 KE0957  VERT ORDER  -  SECOND    CLASS 0
 KE0957
 KE0957.The horizontal coordinates were scaled from a topographic map and have
 KE0957.an estimated accuracy of +/- 6 seconds.
 KE0957
 KE0957.The orthometric height was determined by differential leveling
 KE0957.and adjusted by the National Geodetic Survey in June 1991..
 KE0957
 KE0957.The geoid height was determined by GEOID03.
 KE0957
 KE0957.The dynamic height is computed by dividing the NAVD 88
 KE0957.geopotential number by the normal gravity value computed on the
 KE0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0957.degrees latitude (g = 980.6199 gals.).
 KE0957
 KE0957.The modeled gravity was interpolated from observed gravity values.
 KE0957
 KE0957;                    North         East    Units  Estimated Accuracy
 KE0957;SPC KS N     -   151,060.      612,820.      MT  (+/- 180 meters Scaled)
 KE0957
 KE0957                          SUPERSEDED SURVEY CONTROL
 KE0957
 KE0957  NGVD 29 (??/??/92)  313.870  (m)         1029.76   (f) ADJ UNCH    2 0
 KE0957
 KE0957.Superseded values are not recommended for survey control.
 KE0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0957.See file dsdata.txt to determine how the superseded data were derived.
 KE0957
 KE0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD838939(NAD 83)
 KE0957_MARKER: DB = BENCH MARK DISK
 KE0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0957_SP_SET: WALL
 KE0957_STAMPING: P 107 1934
 KE0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0957+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2004
 KE0957
 KE0957  HISTORY     - Date     Condition        Report By
 KE0957  HISTORY     - 1934     MONUMENTED       CGS
 KE0957  HISTORY     - 1960     GOOD             NGS
 KE0957  HISTORY     - 1980     GOOD             KSDT
 KE0957  HISTORY     - 20041029 GOOD             GEOCAC
 KE0957
 KE0957                          STATION DESCRIPTION
 KE0957
 KE0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0957'AT HORTON.
 KE0957'AT HORTON, BROWN COUNTY, AT THE SOUTHWEST CORNER OF THE MUNICIPAL
 KE0957'POWER PLANT, IN THE SOUTH STONE WALL OF THE BUILDING, 1 FOOT
 KE0957'FROM THE WEST END OF THE WALL, AND 1 FOOT ABOVE THE GROUND.  A
 KE0957'STANDARD DISK, STAMPED P 107 1934 AND SET VERTICALLY.
 KE0957
 KE0957                          STATION RECOVERY (1960)
 KE0957
 KE0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KE0957'RECOVERED IN GOOD CONDITION.
 KE0957
 KE0957                          STATION RECOVERY (1980)
 KE0957
 KE0957'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1980
 KE0957'RECOVERED IN GOOD CONDITION.
 KE0957
 KE0957                          STATION RECOVERY (2004)
 KE0957
 KE0957'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0720 ***********************************************************************
 KE0720  DESIGNATION -  P 108
 KE0720  PID         -  KE0720
 KE0720  STATE/COUNTY-  KS/JACKSON
 KE0720  USGS QUAD   -  HOLTON (1978)
 KE0720
 KE0720                         *CURRENT SURVEY CONTROL
 KE0720  ___________________________________________________________________
 KE0720* NAD 83(1986)-  39 28 14.     (N)    095 43 31.     (W)     SCALED    
 KE0720* NAVD 88     -       315.576  (meters)    1035.35   (feet)  ADJUSTED  
 KE0720  ___________________________________________________________________
 KE0720  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 KE0720  DYNAMIC HT  -         315.377 (meters)    1034.70  (feet)  COMP
 KE0720  MODELED GRAV-     979,988.7   (mgal)                       NAVD 88
 KE0720
 KE0720  VERT ORDER  -  SECOND    CLASS 0
 KE0720
 KE0720.The horizontal coordinates were scaled from a topographic map and have
 KE0720.an estimated accuracy of +/- 6 seconds.
 KE0720
 KE0720.The orthometric height was determined by differential leveling
 KE0720.and adjusted by the National Geodetic Survey in June 1991..
 KE0720.WARNING-Repeat measurements at this control monument indicate possible
 KE0720.vertical movement.
 KE0720
 KE0720.The geoid height was determined by GEOID03.
 KE0720
 KE0720.The dynamic height is computed by dividing the NAVD 88
 KE0720.geopotential number by the normal gravity value computed on the
 KE0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0720.degrees latitude (g = 980.6199 gals.).
 KE0720
 KE0720.The modeled gravity was interpolated from observed gravity values.
 KE0720
 KE0720;                    North         East    Units  Estimated Accuracy
 KE0720;SPC KS N     -   128,700.      595,710.      MT  (+/- 180 meters Scaled)
 KE0720
 KE0720                          SUPERSEDED SURVEY CONTROL
 KE0720
 KE0720  NGVD 29 (??/??/92)  315.481  (m)         1035.04   (f) ADJ UNCH    2 0
 KE0720
 KE0720.Superseded values are not recommended for survey control.
 KE0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0720.See file dsdata.txt to determine how the superseded data were derived.
 KE0720
 KE0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD655725(NAD 83)
 KE0720_MARKER: DB = BENCH MARK DISK
 KE0720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0720_SP_SET: BRIDGE
 KE0720_STAMPING: P-108-1934
 KE0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0720
 KE0720  HISTORY     - Date     Condition        Report By
 KE0720  HISTORY     - 1934     MONUMENTED       CGS
 KE0720  HISTORY     - 1941     GOOD             KSHC
 KE0720  HISTORY     - 1961     GOOD             NGS
 KE0720
 KE0720                          STATION DESCRIPTION
 KE0720
 KE0720'DESCRIBED BY KS HIGHWAY COMM 1941
 KE0720'0.6 MI N FROM HOLTON.
 KE0720'THIS B.M. IS A BRONZE DISC SET IN THE EAST END OF THE NORTH
 KE0720'ABUTMENT OF CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD BRIDGE
 KE0720'APPROXIMATELY 5/8 MILES NORTH OF HOLTON, KANSAS.
 KE0720
 KE0720                          STATION RECOVERY (1961)
 KE0720
 KE0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KE0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0018 ***********************************************************************
 KF0018  DESIGNATION -  P 109
 KF0018  PID         -  KF0018
 KF0018  STATE/COUNTY-  KS/NEMAHA
 KF0018  USGS QUAD   -  SENECA (1966)
 KF0018
 KF0018                         *CURRENT SURVEY CONTROL
 KF0018  ___________________________________________________________________
 KF0018* NAD 83(1986)-  39 49 59.     (N)    096 04 08.     (W)     SCALED    
 KF0018* NAVD 88     -       351.384  (meters)    1152.83   (feet)  ADJUSTED  
 KF0018  ___________________________________________________________________
 KF0018  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 KF0018  DYNAMIC HT  -         351.177 (meters)    1152.15  (feet)  COMP
 KF0018  MODELED GRAV-     980,029.4   (mgal)                       NAVD 88
 KF0018
 KF0018  VERT ORDER  -  SECOND    CLASS 0
 KF0018
 KF0018.The horizontal coordinates were scaled from a topographic map and have
 KF0018.an estimated accuracy of +/- 6 seconds.
 KF0018
 KF0018.The orthometric height was determined by differential leveling
 KF0018.and adjusted by the National Geodetic Survey in June 1991..
 KF0018
 KF0018.The geoid height was determined by GEOID03.
 KF0018
 KF0018.The dynamic height is computed by dividing the NAVD 88
 KF0018.geopotential number by the normal gravity value computed on the
 KF0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0018.degrees latitude (g = 980.6199 gals.).
 KF0018
 KF0018.The modeled gravity was interpolated from observed gravity values.
 KF0018
 KF0018;                    North         East    Units  Estimated Accuracy
 KF0018;SPC KS N     -   168,260.      565,300.      MT  (+/- 180 meters Scaled)
 KF0018
 KF0018                          SUPERSEDED SURVEY CONTROL
 KF0018
 KF0018  NGVD 29 (??/??/92)  351.274  (m)         1152.47   (f) ADJ UNCH    2 0
 KF0018
 KF0018.Superseded values are not recommended for survey control.
 KF0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0018.See file dsdata.txt to determine how the superseded data were derived.
 KF0018
 KF0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK508133(NAD 83)
 KF0018_MARKER: DB = BENCH MARK DISK
 KF0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0018_SP_SET: FOOTING
 KF0018_STAMPING: P 109 1934
 KF0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0018
 KF0018  HISTORY     - Date     Condition        Report By
 KF0018  HISTORY     - 1934     MONUMENTED       CGS
 KF0018  HISTORY     - 1958     GOOD             NGS
 KF0018  HISTORY     - 1965     MARK NOT FOUND   USGS
 KF0018  HISTORY     - 20050422 MARK NOT FOUND   GEOCAC
 KF0018
 KF0018                          STATION DESCRIPTION
 KF0018
 KF0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KF0018'AT SENECA.
 KF0018'AT SENECA, NEMAHA COUNTY, ON THE UNION PACIFIC RAILROAD, 200 FEET
 KF0018'SOUTHEAST OF THE STATION, 60 FEET SOUTH OF THE CENTER LINE OF THE
 KF0018'MAIN TRACK, AT THE RAILROAD WATER TOWER, AND IN THE NORTH SIDE
 KF0018'OF THE CONCRETE FOOTING.  A STANDARD DISK, STAMPED P 109 1934.
 KF0018'NOTE-- CONCRETE BASE OF WATER TANK HAS BEEN DISMANTLED AND BASE
 KF0018'PARTIALLY BROKEN UP.
 KF0018
 KF0018                          STATION RECOVERY (1965)
 KF0018
 KF0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KF0018'MARK NOT FOUND.
 KF0018
 KF0018                          STATION RECOVERY (2005)
 KF0018
 KF0018'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0018'THE RAILROAD STATION AND WATER TANK HAVE BEEN REMOVED. AREA HAS BEEN
 KF0018'REGRADED, AND IS THE LOCATION OF A BASEBALL DIAMOND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0387 ***********************************************************************
 KG0387  DESIGNATION -  P 11
 KG0387  PID         -  KG0387
 KG0387  STATE/COUNTY-  KS/NORTON
 KG0387  USGS QUAD   -  EDMOND NW (1978)
 KG0387
 KG0387                         *CURRENT SURVEY CONTROL
 KG0387  ___________________________________________________________________
 KG0387* NAD 83(1986)-  39 38 18.     (N)    099 53 22.     (W)     SCALED    
 KG0387* NAVD 88     -       688.711  (meters)    2259.55   (feet)  ADJUSTED  
 KG0387  ___________________________________________________________________
 KG0387  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 KG0387  DYNAMIC HT  -         688.242 (meters)    2258.01  (feet)  COMP
 KG0387  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 KG0387
 KG0387  VERT ORDER  -  FIRST     CLASS II
 KG0387
 KG0387.The horizontal coordinates were scaled from a topographic map and have
 KG0387.an estimated accuracy of +/- 6 seconds.
 KG0387
 KG0387.The orthometric height was determined by differential leveling
 KG0387.and adjusted by the National Geodetic Survey in June 1991..
 KG0387
 KG0387.The geoid height was determined by GEOID03.
 KG0387
 KG0387.The dynamic height is computed by dividing the NAVD 88
 KG0387.geopotential number by the normal gravity value computed on the
 KG0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0387.degrees latitude (g = 980.6199 gals.).
 KG0387
 KG0387.The modeled gravity was interpolated from observed gravity values.
 KG0387
 KG0387;                    North         East    Units  Estimated Accuracy
 KG0387;SPC KS N     -   146,570.      237,820.      MT  (+/- 180 meters Scaled)
 KG0387
 KG0387                          SUPERSEDED SURVEY CONTROL
 KG0387
 KG0387  NGVD 29 (??/??/92)  688.455  (m)         2258.71   (f) ADJ UNCH    1 2
 KG0387
 KG0387.Superseded values are not recommended for survey control.
 KG0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0387.See file dsdata.txt to determine how the superseded data were derived.
 KG0387
 KG0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ236879(NAD 83)
 KG0387_MARKER: DB = BENCH MARK DISK
 KG0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0387_STAMPING: P-11-1933
 KG0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0387+STABILITY: SURFACE MOTION
 KG0387
 KG0387  HISTORY     - Date     Condition        Report By
 KG0387  HISTORY     - 1933     MONUMENTED       CGS
 KG0387  HISTORY     - 1941     GOOD             NGS
 KG0387
 KG0387                          STATION DESCRIPTION
 KG0387
 KG0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KG0387'13.1 MI S FROM NORTON.
 KG0387'13.1 MILES SOUTH ALONG STATE HY. NO. 21, OF THE COUNTY COURT
 KG0387'HOUSE IN NORTON, AT TOP OF HILL THAT RISES FROM THE NORTH, 105
 KG0387'YARDS SOUTH OF INTERSECTION OF SECTION ROAD FROM THE EAST, 32 FT.
 KG0387'EAST OF CENTER OF HIGHWAY, OPPOSITE ENTRANCE GATE TO SCHOOL
 KG0387'HOUSE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 6 IN HIGH.
 KG0387
 KG0387                          STATION RECOVERY (1941)
 KG0387
 KG0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KG0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0388 ***********************************************************************
 KG0388  DESIGNATION -  P 11 RESET
 KG0388  PID         -  KG0388
 KG0388  STATE/COUNTY-  KS/NORTON
 KG0388  USGS QUAD   -  EDMOND NW (1978)
 KG0388
 KG0388                         *CURRENT SURVEY CONTROL
 KG0388  ___________________________________________________________________
 KG0388* NAD 83(1986)-  39 38 18.     (N)    099 53 22.     (W)     SCALED    
 KG0388* NAVD 88     -       688.027  (meters)    2257.30   (feet)  ADJUSTED  
 KG0388  ___________________________________________________________________
 KG0388  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 KG0388  DYNAMIC HT  -         687.559 (meters)    2255.77  (feet)  COMP
 KG0388  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 KG0388
 KG0388  VERT ORDER  -  FIRST     CLASS II
 KG0388
 KG0388.The horizontal coordinates were scaled from a topographic map and have
 KG0388.an estimated accuracy of +/- 6 seconds.
 KG0388
 KG0388.The orthometric height was determined by differential leveling
 KG0388.and adjusted by the National Geodetic Survey in June 1991..
 KG0388
 KG0388.The geoid height was determined by GEOID03.
 KG0388
 KG0388.The dynamic height is computed by dividing the NAVD 88
 KG0388.geopotential number by the normal gravity value computed on the
 KG0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0388.degrees latitude (g = 980.6199 gals.).
 KG0388
 KG0388.The modeled gravity was interpolated from observed gravity values.
 KG0388
 KG0388;                    North         East    Units  Estimated Accuracy
 KG0388;SPC KS N     -   146,570.      237,820.      MT  (+/- 180 meters Scaled)
 KG0388
 KG0388                          SUPERSEDED SURVEY CONTROL
 KG0388
 KG0388  NGVD 29 (02/14/92)  687.756  (m)         2256.41   (f) ADJUSTED    1 2
 KG0388
 KG0388.Superseded values are not recommended for survey control.
 KG0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0388.See file dsdata.txt to determine how the superseded data were derived.
 KG0388
 KG0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ236879(NAD 83)
 KG0388_MARKER: DB = BENCH MARK DISK
 KG0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0388_SP_SET: CONCRETE POST
 KG0388_STAMPING: P 11 RESET 1938
 KG0388_MARK LOGO: CGS   
 KG0388_PROJECTION: FLUSH
 KG0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0388+STABILITY: SURFACE MOTION
 KG0388
 KG0388  HISTORY     - Date     Condition        Report By
 KG0388  HISTORY     - 1938     MONUMENTED       KSHC
 KG0388  HISTORY     - 1986     GOOD             NGS
 KG0388
 KG0388                          STATION DESCRIPTION
 KG0388
 KG0388'DESCRIBED BY KS HIGHWAY COMM 1938
 KG0388'13.1 MI S FROM NORTON.
 KG0388'13.1 MILES SOUTH ALONG OLD STATE HIGHWAY 21 (NOW U.S. HIGHWAY
 KG0388'283) FROM THE COUNTY COURTHOUSE AT NORTON, 100 YARDS SOUTH OF
 KG0388'THE INTERSECTION OF A SECTION-LINE ROAD, ABOUT 308 FEET SOUTH
 KG0388'AND 74 FEET EAST OF THE NORTHWEST CORNER OF SECTION 11, T 5
 KG0388'S, R 23 W, AT THE TOP OF A HILL, OPPOSITE THE ENTRANCE GATE TO
 KG0388'A SCHOOLHOUSE, AND 75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 KG0388
 KG0388                          STATION RECOVERY (1986)
 KG0388
 KG0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0388'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  21.8 KM (13.65
 KG0388'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAY 36 AT
 KG0388'NORTON, 0.55 KM (0.35 MI) SOUTH OF THE CROSSING OF SAND CREEK, 0.6 KM
 KG0388'(0.4 MI) NORTH OF MILEPOST 192, ON TOP OF THE CENTER OF A LONG LOW
 KG0388'CUT, 22.4 METERS (73.5 FT) EAST OF THE HIGHWAY CENTERLINE, 90.5 METERS
 KG0388'(297 FT) NORTH OF THE EXTENDED CENTER OF A DIRT ROAD LEADING WEST,
 KG0388'62.5 METERS (20.5 FT) SOUTH OF TRIANGULATION STATION MODELL AND 1.0
 KG0388'METER (0.3 FT) WEST OF THE RIGHT OF WAY FENCE.
 KG0388'THE MARK IS 0.1 METERS  E FROM  A WITNESS POST
 KG0388'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0298 ***********************************************************************
 KF0298  DESIGNATION -  P 110
 KF0298  PID         -  KF0298
 KF0298  STATE/COUNTY-  KS/WASHINGTON
 KF0298  USGS QUAD   -  HANOVER EAST (1983)
 KF0298
 KF0298                         *CURRENT SURVEY CONTROL
 KF0298  ___________________________________________________________________
 KF0298* NAD 83(1986)-  39 53 18.     (N)    096 52 18.     (W)     SCALED    
 KF0298* NAVD 88     -       380.558  (meters)    1248.55   (feet)  ADJUSTED  
 KF0298  ___________________________________________________________________
 KF0298  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 KF0298  DYNAMIC HT  -         380.348 (meters)    1247.86  (feet)  COMP
 KF0298  MODELED GRAV-     980,062.7   (mgal)                       NAVD 88
 KF0298
 KF0298  VERT ORDER  -  SECOND    CLASS 0
 KF0298
 KF0298.The horizontal coordinates were scaled from a topographic map and have
 KF0298.an estimated accuracy of +/- 6 seconds.
 KF0298
 KF0298.The orthometric height was determined by differential leveling
 KF0298.and adjusted by the National Geodetic Survey in June 1991..
 KF0298
 KF0298.The geoid height was determined by GEOID03.
 KF0298
 KF0298.The dynamic height is computed by dividing the NAVD 88
 KF0298.geopotential number by the normal gravity value computed on the
 KF0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0298.degrees latitude (g = 980.6199 gals.).
 KF0298
 KF0298.The modeled gravity was interpolated from observed gravity values.
 KF0298
 KF0298;                    North         East    Units  Estimated Accuracy
 KF0298;SPC KS N     -   173,230.      496,510.      MT  (+/- 180 meters Scaled)
 KF0298
 KF0298                          SUPERSEDED SURVEY CONTROL
 KF0298
 KF0298  NGVD 29 (??/??/92)  380.434  (m)         1248.14   (f) ADJ UNCH    2 0
 KF0298
 KF0298.Superseded values are not recommended for survey control.
 KF0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0298.See file dsdata.txt to determine how the superseded data were derived.
 KF0298
 KF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK819175(NAD 83)
 KF0298_MARKER: DD = SURVEY DISK
 KF0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0298_STAMPING: P 110 1934
 KF0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0298+STABILITY: SURFACE MOTION
 KF0298
 KF0298  HISTORY     - Date     Condition        Report By
 KF0298  HISTORY     - 1934     MONUMENTED       CGS
 KF0298  HISTORY     - 1965     POOR             NGS
 KF0298
 KF0298                          STATION DESCRIPTION
 KF0298
 KF0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0298'AT HANOVER.
 KF0298'AT HANOVER, WASHINGTON COUNTY, ON THE UNION PACIFIC RAILROAD,
 KF0298'AT THE SOUTHEAST CORNER OF TOWN, AT CULVERT 127+66, AT A GRAVEL
 KF0298'ROAD CROSSING, 66 FEET EAST OF AN ELECTRIC CROSSING WARNING
 KF0298'SIGNAL, 30 FEET NORTH OF THE NORTH RAIL, 40 FEET WEST OF A POLE
 KF0298'AND 16 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STATE SURVEY
 KF0298'DISK, STAMPED, P 110 1934, SET IN THE TOP OF A CONCRETE POST
 KF0298'AND PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0305 ***********************************************************************
 KF0305  DESIGNATION -  P 112
 KF0305  PID         -  KF0305
 KF0305  STATE/COUNTY-  KS/WASHINGTON
 KF0305  USGS QUAD   -  GREENLEAF (1983)
 KF0305
 KF0305                         *CURRENT SURVEY CONTROL
 KF0305  ___________________________________________________________________
 KF0305* NAD 83(1986)-  39 43 03.     (N)    096 57 24.     (W)     SCALED    
 KF0305* NAVD 88     -       424.664  (meters)    1393.25   (feet)  ADJUSTED  
 KF0305  ___________________________________________________________________
 KF0305  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 KF0305  DYNAMIC HT  -         424.431 (meters)    1392.49  (feet)  COMP
 KF0305  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 KF0305
 KF0305  VERT ORDER  -  SECOND    CLASS 0
 KF0305
 KF0305.The horizontal coordinates were scaled from a topographic map and have
 KF0305.an estimated accuracy of +/- 6 seconds.
 KF0305
 KF0305.The orthometric height was determined by differential leveling
 KF0305.and adjusted by the National Geodetic Survey in June 1991..
 KF0305
 KF0305.The geoid height was determined by GEOID03.
 KF0305
 KF0305.The dynamic height is computed by dividing the NAVD 88
 KF0305.geopotential number by the normal gravity value computed on the
 KF0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0305.degrees latitude (g = 980.6199 gals.).
 KF0305
 KF0305.The modeled gravity was interpolated from observed gravity values.
 KF0305
 KF0305;                    North         East    Units  Estimated Accuracy
 KF0305;SPC KS N     -   154,180.      489,460.      MT  (+/- 180 meters Scaled)
 KF0305
 KF0305                          SUPERSEDED SURVEY CONTROL
 KF0305
 KF0305  NGVD 29 (??/??/92)  424.556  (m)         1392.90   (f) ADJ UNCH    2 0
 KF0305
 KF0305.Superseded values are not recommended for survey control.
 KF0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0305.See file dsdata.txt to determine how the superseded data were derived.
 KF0305
 KF0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ751983(NAD 83)
 KF0305_MARKER: DD = SURVEY DISK
 KF0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0305_STAMPING: P 112 1934
 KF0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0305+STABILITY: SURFACE MOTION
 KF0305
 KF0305  HISTORY     - Date     Condition        Report By
 KF0305  HISTORY     - 1934     MONUMENTED       KSGS
 KF0305  HISTORY     - 1965     GOOD             NGS
 KF0305
 KF0305                          STATION DESCRIPTION
 KF0305
 KF0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0305'1.3 MI E FROM GREENLEAF.
 KF0305'1.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KF0305'STATION AT GREENLEAF, AT A ROAD CROSSING, 80 FEET NORTH-NORTHEAST
 KF0305'OF MILEPOST 442+10, 62 FEET WEST OF CENTER OF THE ROAD CROSSING,
 KF0305'33 FEET WEST OF CENTER LINE OF THE ROAD, 42 FEET SOUTH OF THE
 KF0305'SOUTH RAIL, 10 FEET NORTH OF THE FENCE AND 1 FOOT WEST OF A
 KF0305'METAL WITNESS POST AND SIGN.  A STATE SURVEY DISK, STAMPED, P
 KF0305'112 1934, SET IN THE TOP OF A CONCRETE POST AND PROJECTING 5
 KF0305'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0007 ***********************************************************************
 KF0007  DESIGNATION -  P 114
 KF0007  PID         -  KF0007
 KF0007  STATE/COUNTY-  KS/MARSHALL
 KF0007  USGS QUAD   -  WHEATON (1983)
 KF0007
 KF0007                         *CURRENT SURVEY CONTROL
 KF0007  ___________________________________________________________________
 KF0007* NAD 83(1986)-  39 36 47.     (N)    096 17 59.     (W)     SCALED    
 KF0007* NAVD 88     -       377.955  (meters)    1240.01   (feet)  ADJUSTED  
 KF0007  ___________________________________________________________________
 KF0007  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 KF0007  DYNAMIC HT  -         377.719 (meters)    1239.23  (feet)  COMP
 KF0007  MODELED GRAV-     979,991.1   (mgal)                       NAVD 88
 KF0007
 KF0007  VERT ORDER  -  SECOND    CLASS 0
 KF0007
 KF0007.The horizontal coordinates were scaled from a topographic map and have
 KF0007.an estimated accuracy of +/- 6 seconds.
 KF0007
 KF0007.The orthometric height was determined by differential leveling
 KF0007.and adjusted by the National Geodetic Survey in June 1991..
 KF0007
 KF0007.The geoid height was determined by GEOID03.
 KF0007
 KF0007.The dynamic height is computed by dividing the NAVD 88
 KF0007.geopotential number by the normal gravity value computed on the
 KF0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0007.degrees latitude (g = 980.6199 gals.).
 KF0007
 KF0007.The modeled gravity was interpolated from observed gravity values.
 KF0007
 KF0007;                    North         East    Units  Estimated Accuracy
 KF0007;SPC KS N     -   143,440.      546,000.      MT  (+/- 180 meters Scaled)
 KF0007
 KF0007                          SUPERSEDED SURVEY CONTROL
 KF0007
 KF0007  NGVD 29 (??/??/92)  377.818  (m)         1239.56   (f) ADJ UNCH    2 0
 KF0007
 KF0007.Superseded values are not recommended for survey control.
 KF0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0007.See file dsdata.txt to determine how the superseded data were derived.
 KF0007
 KF0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ318882(NAD 83)
 KF0007_MARKER: DB = BENCH MARK DISK
 KF0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0007_STAMPING: 1934
 KF0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0007+STABILITY: SURFACE MOTION
 KF0007
 KF0007  HISTORY     - Date     Condition        Report By
 KF0007  HISTORY     - 1934     MONUMENTED       CGS
 KF0007  HISTORY     - 1965     POOR             NGS
 KF0007  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 KF0007
 KF0007                          STATION DESCRIPTION
 KF0007
 KF0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0007'AT LILLIS.
 KF0007'AT LILLIS, MONUMENT HAS BEEN HIT, PART OF MONUMENT IS BROKEN OFF
 KF0007'AND ABOUT HALF OF THE DISK IS BROKEN OFF.  IT IS 178 FEET SOUTH
 KF0007'OF THE SOUTHEAST CORNER OF THE FOUNDATION OF THE RAILROAD STATION
 KF0007'(BUILDING HAS BEEN REMOVED), 49 FEET EAST OF THE EAST RAIL OF
 KF0007'MAIN TRACK, 64 FEET NORTH OF MILEPOST 49.5 IT BEING THE FIRST
 KF0007'POLE NORTH OF ROAD CROSSING TO THE ELEVATOR.  A 6 INCH SQUARE
 KF0007'CONCRETE POST, PROJECTS 3 INCHES AND 1934 OF THE STAMPING IS ALL
 KF0007'THAT IS LEGIBLE OF THE BROKEN DISK.
 KF0007
 KF0007                          STATION RECOVERY (1981)
 KF0007
 KF0007'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0771 ***********************************************************************
 KE0771  DESIGNATION -  P 115
 KE0771  PID         -  KE0771
 KE0771  STATE/COUNTY-  KS/SHAWNEE
 KE0771  USGS QUAD   -  TOPEKA (1983)
 KE0771
 KE0771                         *CURRENT SURVEY CONTROL
 KE0771  ___________________________________________________________________
 KE0771* NAD 83(1986)-  39 02 47.     (N)    095 40 43.     (W)     SCALED    
 KE0771* NAVD 88     -       290.006  (meters)     951.46   (feet)  ADJUSTED  
 KE0771  ___________________________________________________________________
 KE0771  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 KE0771  DYNAMIC HT  -         289.817 (meters)     950.84  (feet)  COMP
 KE0771  MODELED GRAV-     979,968.4   (mgal)                       NAVD 88
 KE0771
 KE0771  VERT ORDER  -  FIRST     CLASS II
 KE0771
 KE0771.The horizontal coordinates were scaled from a topographic map and have
 KE0771.an estimated accuracy of +/- 6 seconds.
 KE0771
 KE0771.The orthometric height was determined by differential leveling
 KE0771.and adjusted by the National Geodetic Survey in June 1991..
 KE0771.WARNING-Repeat measurements at this control monument indicate possible
 KE0771.vertical movement.
 KE0771
 KE0771.The geoid height was determined by GEOID03.
 KE0771
 KE0771.The dynamic height is computed by dividing the NAVD 88
 KE0771.geopotential number by the normal gravity value computed on the
 KE0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0771.degrees latitude (g = 980.6199 gals.).
 KE0771
 KE0771.The modeled gravity was interpolated from observed gravity values.
 KE0771
 KE0771;                    North         East    Units  Estimated Accuracy
 KE0771;SPC KS N     -    81,730.      600,930.      MT  (+/- 180 meters Scaled)
 KE0771
 KE0771                          SUPERSEDED SURVEY CONTROL
 KE0771
 KE0771  NGVD 29 (??/??/92)  289.887  (m)          951.07   (f) ADJ UNCH    1 2
 KE0771
 KE0771.Superseded values are not recommended for survey control.
 KE0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0771.See file dsdata.txt to determine how the superseded data were derived.
 KE0771
 KE0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD681253(NAD 83)
 KE0771_MARKER: DB = BENCH MARK DISK
 KE0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0771_SP_SET: FLAT POLE FOUNDATION
 KE0771_STAMPING: P 115 1934
 KE0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0771
 KE0771  HISTORY     - Date     Condition        Report By
 KE0771  HISTORY     - 1934     MONUMENTED       CGS
 KE0771  HISTORY     - 1970     GOOD             NGS
 KE0771  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0771
 KE0771                          STATION DESCRIPTION
 KE0771
 KE0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0771'AT TOPEKA.
 KE0771'AT TOPEKA, ON THE PROPERTY OF THE OLD MASONIC TEMPLE DIRECTLY
 KE0771'SOUTH AND ACROSS WEST 10TH STREET FROM THE STATE CAPITOL BUILDING,
 KE0771'AT THE JUNCTION OF WEST 10TH STREET AND VAN BUREN STREET, 40
 KE0771'1/2 FEET SOUTH OF THE SOUTH CURB LINE OF WEST 10TH STREET,
 KE0771'SET IN THE TOP OF THE NORTH SIDE OF A 4- X 4-FOOT CONCRETE
 KE0771'FOUNDATION FOR A FLAT POLE, 16 1/2 FEET NORTH OF THE NORTHWEST
 KE0771'CORNER OF THE BUILDING, ABOUT LEVEL WITH THE GROUND, AND ABOUT
 KE0771'1 1/2 FEET ABOVE THE LEVEL OF THE STREETS.  SEC 31, T 11S, R 16E
 KE0771
 KE0771                          STATION RECOVERY (1986)
 KE0771
 KE0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0771'THE BUILDING HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0220 ***********************************************************************
 KF0220  DESIGNATION -  P 117
 KF0220  PID         -  KF0220
 KF0220  STATE/COUNTY-  KS/GEARY
 KF0220  USGS QUAD   -  MILFORD (1991)
 KF0220
 KF0220                         *CURRENT SURVEY CONTROL
 KF0220  ___________________________________________________________________
 KF0220* NAD 83(1986)-  39 08 57.     (N)    096 55 45.     (W)     SCALED    
 KF0220* NAVD 88     -       337.449  (meters)    1107.11   (feet)  ADJUSTED  
 KF0220  ___________________________________________________________________
 KF0220  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 KF0220  DYNAMIC HT  -         337.219 (meters)    1106.36  (feet)  COMP
 KF0220  MODELED GRAV-     979,935.0   (mgal)                       NAVD 88
 KF0220
 KF0220  VERT ORDER  -  SECOND    CLASS 0
 KF0220
 KF0220.The horizontal coordinates were scaled from a topographic map and have
 KF0220.an estimated accuracy of +/- 6 seconds.
 KF0220
 KF0220.The orthometric height was determined by differential leveling
 KF0220.and adjusted by the National Geodetic Survey in June 1991..
 KF0220
 KF0220.The geoid height was determined by GEOID03.
 KF0220
 KF0220.The dynamic height is computed by dividing the NAVD 88
 KF0220.geopotential number by the normal gravity value computed on the
 KF0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0220.degrees latitude (g = 980.6199 gals.).
 KF0220
 KF0220.The modeled gravity was interpolated from observed gravity values.
 KF0220
 KF0220;                    North         East    Units  Estimated Accuracy
 KF0220;SPC KS N     -    91,110.      492,560.      MT  (+/- 180 meters Scaled)
 KF0220
 KF0220                          SUPERSEDED SURVEY CONTROL
 KF0220
 KF0220  NGVD 29 (??/??/92)  337.321  (m)         1106.69   (f) ADJ UNCH    2 0
 KF0220
 KF0220.Superseded values are not recommended for survey control.
 KF0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0220.See file dsdata.txt to determine how the superseded data were derived.
 KF0220
 KF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ789353(NAD 83)
 KF0220_MARKER: DB = BENCH MARK DISK
 KF0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0220_STAMPING: P-117 1934
 KF0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0220+STABILITY: SURFACE MOTION
 KF0220
 KF0220  HISTORY     - Date     Condition        Report By
 KF0220  HISTORY     - 1934     MONUMENTED       CGS
 KF0220  HISTORY     - 1947     MARK NOT FOUND   USGS
 KF0220  HISTORY     - 1980     MARK NOT FOUND   USGS
 KF0220
 KF0220                          STATION DESCRIPTION
 KF0220
 KF0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0220'1.6 MI S FROM MILFORD.
 KF0220'1.6 MILES SOUTH OF U.P. STATION AT MILFORD.  ON UNION PACIFIC
 KF0220'RAILROAD 20 FEET WEST CENTER LINE OF TRACKS, AND 4 POLES NORTH
 KF0220'OF MILEPOST 12.  AT A POWER LINE CROSSING.
 KF0220
 KF0220                          STATION RECOVERY (1947)
 KF0220
 KF0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 KF0220'MARK NOT FOUND.
 KF0220
 KF0220                          STATION RECOVERY (1980)
 KF0220
 KF0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KF0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0453 ***********************************************************************
 KF0453  DESIGNATION -  P 118
 KF0453  PID         -  KF0453
 KF0453  STATE/COUNTY-  KS/CLAY
 KF0453  USGS QUAD   -  CLAY CENTER NE (1964)
 KF0453
 KF0453                         *CURRENT SURVEY CONTROL
 KF0453  ___________________________________________________________________
 KF0453* NAD 83(1986)-  39 22 49.     (N)    097 02 59.     (W)     SCALED    
 KF0453* NAVD 88     -       394.598  (meters)    1294.61   (feet)  ADJUSTED  
 KF0453  ___________________________________________________________________
 KF0453  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 KF0453  DYNAMIC HT  -         394.366 (meters)    1293.85  (feet)  COMP
 KF0453  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 KF0453
 KF0453  VERT ORDER  -  SECOND    CLASS 0
 KF0453
 KF0453.The horizontal coordinates were scaled from a topographic map and have
 KF0453.an estimated accuracy of +/- 6 seconds.
 KF0453
 KF0453.The orthometric height was determined by differential leveling
 KF0453.and adjusted by the National Geodetic Survey in June 1991..
 KF0453
 KF0453.The geoid height was determined by GEOID03.
 KF0453
 KF0453.The dynamic height is computed by dividing the NAVD 88
 KF0453.geopotential number by the normal gravity value computed on the
 KF0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0453.degrees latitude (g = 980.6199 gals.).
 KF0453
 KF0453.The modeled gravity was interpolated from observed gravity values.
 KF0453
 KF0453;                    North         East    Units  Estimated Accuracy
 KF0453;SPC KS N     -   116,650.      481,870.      MT  (+/- 180 meters Scaled)
 KF0453
 KF0453                          SUPERSEDED SURVEY CONTROL
 KF0453
 KF0453  NGVD 29 (??/??/92)  394.491  (m)         1294.26   (f) ADJ UNCH    2 0
 KF0453
 KF0453.Superseded values are not recommended for survey control.
 KF0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0453.See file dsdata.txt to determine how the superseded data were derived.
 KF0453
 KF0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ679607(NAD 83)
 KF0453_MARKER: DD = SURVEY DISK
 KF0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0453_STAMPING: P 118 1934
 KF0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0453+STABILITY: SURFACE MOTION
 KF0453
 KF0453  HISTORY     - Date     Condition        Report By
 KF0453  HISTORY     - 1934     MONUMENTED       KSGS
 KF0453  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0453
 KF0453                          STATION DESCRIPTION
 KF0453
 KF0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0453'4.6 MI E FROM CLAY CENTER.
 KF0453'4.6 MILES EAST ALONG U.S. HIGHWAY 24 FROM THE UNION PACIFIC RAILROAD
 KF0453'STATION AT CLAY CENTER, CLAY COUNTY, AT THE JUNCTION OF A ROAD
 KF0453'LEADING NORTH, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KF0453'DIRECTLY SOUTH OF THE EAST BOUNDARY OF THE ROAD, AND AT A
 KF0453'FENCE CORNER.  A STATE SURVEY STANDARD DISK, STAMPED P 118 1934
 KF0453'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY DESTROYED
 KF0453'DUE TO THE ROAD WIDENING, THE DESCRIPTION INDICATES THAT IT
 KF0453'WOULD BE IN THE BOTTOM OF THE ROAD DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0111 ***********************************************************************
 KF0111  DESIGNATION -  P 119
 KF0111  PID         -  KF0111
 KF0111  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0111  USGS QUAD   -  WESTMORELAND (1983)
 KF0111
 KF0111                         *CURRENT SURVEY CONTROL
 KF0111  ___________________________________________________________________
 KF0111* NAD 83(1986)-  39 29 39.     (N)    096 26 27.     (W)     SCALED    
 KF0111* NAVD 88     -       440.688  (meters)    1445.82   (feet)  ADJUSTED  
 KF0111  ___________________________________________________________________
 KF0111  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 KF0111  DYNAMIC HT  -         440.400 (meters)    1444.88  (feet)  COMP
 KF0111  MODELED GRAV-     979,961.6   (mgal)                       NAVD 88
 KF0111
 KF0111  VERT ORDER  -  SECOND    CLASS 0
 KF0111
 KF0111.The horizontal coordinates were scaled from a topographic map and have
 KF0111.an estimated accuracy of +/- 6 seconds.
 KF0111
 KF0111.The orthometric height was determined by differential leveling
 KF0111.and adjusted by the National Geodetic Survey in June 1991..
 KF0111
 KF0111.The geoid height was determined by GEOID03.
 KF0111
 KF0111.The dynamic height is computed by dividing the NAVD 88
 KF0111.geopotential number by the normal gravity value computed on the
 KF0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0111.degrees latitude (g = 980.6199 gals.).
 KF0111
 KF0111.The modeled gravity was interpolated from observed gravity values.
 KF0111
 KF0111;                    North         East    Units  Estimated Accuracy
 KF0111;SPC KS N     -   130,020.      534,110.      MT  (+/- 180 meters Scaled)
 KF0111
 KF0111                          SUPERSEDED SURVEY CONTROL
 KF0111
 KF0111  NGVD 29 (??/??/92)  440.560  (m)         1445.40   (f) ADJ UNCH    2 0
 KF0111
 KF0111.Superseded values are not recommended for survey control.
 KF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0111.See file dsdata.txt to determine how the superseded data were derived.
 KF0111
 KF0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ200747(NAD 83)
 KF0111_MARKER: DD = SURVEY DISK
 KF0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0111_STAMPING: P 119 1934
 KF0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0111+STABILITY: SURFACE MOTION
 KF0111
 KF0111  HISTORY     - Date     Condition        Report By
 KF0111  HISTORY     - 1934     MONUMENTED       CGS
 KF0111  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0111
 KF0111                          STATION DESCRIPTION
 KF0111
 KF0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0111'6.4 MI NE FROM FOSTORIA.
 KF0111'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 16 FROM THE OLD KANSAS
 KF0111'CITY, LEAVENWORTH AND WESTERN RAILROAD STATION AT FOSTORIA,
 KF0111'POTTAWATOMIE COUNTY, 2.7 MILES WEST AND SOUTH ALONG STATE HIGHWAY
 KF0111'16 FROM THE CATHOLIC CHURCH AT BLAINE, 22 FEET SOUTHEAST OF AN
 KF0111'EAST TO SOUTH CURVE IN THE HIGHWAY, 48 FEET SOUTH OF THE EAST AND
 KF0111'WEST PORTION OF THE HIGHWAY, AND 75 FEET SOUTH OF A POLE.  A
 KF0111'STATE SURVEY STANDARD DISK, STAMPED, P 119 1934 AND SET IN THE
 KF0111'TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0874 ***********************************************************************
 KE0874  DESIGNATION -  P 12 RESET
 KE0874  PID         -  KE0874
 KE0874  STATE/COUNTY-  KS/SHAWNEE
 KE0874  USGS QUAD   -  TOPEKA (1983)
 KE0874
 KE0874                         *CURRENT SURVEY CONTROL
 KE0874  ___________________________________________________________________
 KE0874* NAD 83(1986)-  39 00 13.     (N)    095 40 57.     (W)     SCALED    
 KE0874* NAVD 88     -       304.726  (meters)     999.76   (feet)  ADJUSTED  
 KE0874  ___________________________________________________________________
 KE0874  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 KE0874  DYNAMIC HT  -         304.526 (meters)     999.10  (feet)  COMP
 KE0874  MODELED GRAV-     979,962.1   (mgal)                       NAVD 88
 KE0874
 KE0874  VERT ORDER  -  SECOND    CLASS 0
 KE0874
 KE0874.The horizontal coordinates were scaled from a topographic map and have
 KE0874.an estimated accuracy of +/- 6 seconds.
 KE0874
 KE0874.The orthometric height was determined by differential leveling
 KE0874.and adjusted by the National Geodetic Survey in June 1991..
 KE0874
 KE0874.The geoid height was determined by GEOID03.
 KE0874
 KE0874.The dynamic height is computed by dividing the NAVD 88
 KE0874.geopotential number by the normal gravity value computed on the
 KE0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0874.degrees latitude (g = 980.6199 gals.).
 KE0874
 KE0874.The modeled gravity was interpolated from observed gravity values.
 KE0874
 KE0874;                    North         East    Units  Estimated Accuracy
 KE0874;SPC KS N     -    76,980.      600,720.      MT  (+/- 180 meters Scaled)
 KE0874
 KE0874                          SUPERSEDED SURVEY CONTROL
 KE0874
 KE0874  NGVD 29 (??/??/92)  304.579  (m)          999.27   (f) ADJ UNCH    2 0
 KE0874
 KE0874.Superseded values are not recommended for survey control.
 KE0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0874.See file dsdata.txt to determine how the superseded data were derived.
 KE0874
 KE0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD677206(NAD 83)
 KE0874_MARKER: DB = BENCH MARK DISK
 KE0874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0874_SP_SET: ABUTMENT
 KE0874_STAMPING: P 12 RESET 1964
 KE0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0874+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 KE0874
 KE0874  HISTORY     - Date     Condition        Report By
 KE0874  HISTORY     - 1964     MONUMENTED       CGS
 KE0874  HISTORY     - 1970     GOOD             NGS
 KE0874  HISTORY     - 1976     GOOD             NGS
 KE0874  HISTORY     - 20050418 GOOD             USGS
 KE0874
 KE0874                          STATION DESCRIPTION
 KE0874
 KE0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0874'3.1 MI SW FROM TOPEKA.
 KE0874'ABOUT 2.55 MILES SOUTHEAST ALONG INTERSTATE HIGHWAY 470 FROM
 KE0874'THE HIGHWAY OVERPASS FOR GAGE BOULEVARD AT TOPEKA, THENCE 0.55
 KE0874'MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, NEAR
 KE0874'THE JUNCTION OF KANSAS AVENUE AND 37TH STREET, 41 1/2 FEET SOUTH
 KE0874'OF THE CENTER LINE OF THE STREET, SET IN THE TOP OF THE SOUTH END
 KE0874'OF THE WEST CONCRETE ABUTMENT OF THE STREET OVERPASS FOR THE
 KE0874'TRACK, 0.3 MILE SOUTH OF MILEPOST 54, ABOUT LEVEL WITH THE STREET,
 KE0874'AND ABOUT 20 FEET ABOVE THE LEVEL OF THE TRACK.  SEC 19, T 12S,
 KE0874'R 16E THIS MARK IS ALSO 3.7 MILES SOUTH ALONG THE ATCHISON,
 KE0874'TOPEKA AND SANTA FE RAILROAD FROM THE STATION AT TOPEKA.
 KE0874
 KE0874                          STATION RECOVERY (1976)
 KE0874
 KE0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KE0874'RECOVERED IN GOOD CONDITION.
 KE0874
 KE0874                          STATION RECOVERY (2005)
 KE0874
 KE0874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (SES)
 KE0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0559 ***********************************************************************
 KE0559  DESIGNATION -  P 121
 KE0559  PID         -  KE0559
 KE0559  STATE/COUNTY-  KS/ATCHISON
 KE0559  USGS QUAD   -  EFFINGHAM (1979)
 KE0559
 KE0559                         *CURRENT SURVEY CONTROL
 KE0559  ___________________________________________________________________
 KE0559* NAD 83(1986)-  39 31 19.     (N)    095 24 08.     (W)     SCALED    
 KE0559* NAVD 88     -       348.045  (meters)    1141.88   (feet)  ADJUSTED  
 KE0559  ___________________________________________________________________
 KE0559  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KE0559  DYNAMIC HT  -         347.829 (meters)    1141.17  (feet)  COMP
 KE0559  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 KE0559
 KE0559  VERT ORDER  -  SECOND    CLASS 0
 KE0559
 KE0559.The horizontal coordinates were scaled from a topographic map and have
 KE0559.an estimated accuracy of +/- 6 seconds.
 KE0559
 KE0559.The orthometric height was determined by differential leveling
 KE0559.and adjusted by the National Geodetic Survey in June 1991..
 KE0559
 KE0559.The geoid height was determined by GEOID03.
 KE0559
 KE0559.The dynamic height is computed by dividing the NAVD 88
 KE0559.geopotential number by the normal gravity value computed on the
 KE0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0559.degrees latitude (g = 980.6199 gals.).
 KE0559
 KE0559.The modeled gravity was interpolated from observed gravity values.
 KE0559
 KE0559;                    North         East    Units  Estimated Accuracy
 KE0559;SPC KS N     -   135,160.      623,340.      MT  (+/- 180 meters Scaled)
 KE0559
 KE0559                          SUPERSEDED SURVEY CONTROL
 KE0559
 KE0559  NGVD 29 (??/??/92)  347.935  (m)         1141.52   (f) ADJ UNCH    2 0
 KE0559
 KE0559.Superseded values are not recommended for survey control.
 KE0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0559.See file dsdata.txt to determine how the superseded data were derived.
 KE0559
 KE0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD935774(NAD 83)
 KE0559_MARKER: DB = BENCH MARK DISK
 KE0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0559_SP_SET: CONCRETE FOOTING
 KE0559_STAMPING: P 121 1934
 KE0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0559
 KE0559  HISTORY     - Date     Condition        Report By
 KE0559  HISTORY     - 1934     MONUMENTED       CGS
 KE0559  HISTORY     - 1950     GOOD             NGS
 KE0559
 KE0559                          STATION DESCRIPTION
 KE0559
 KE0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0559'AT EFFINGHAM.
 KE0559'AT EFFINGHAM, ATCHISON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 KE0559'100 FEET NORTH OF THE TRACK, AT THE CITY WATER TOWER, AND IN
 KE0559'THE TOP OF THE SOUTHEAST CONCRETE FOOTING.  A STATE SURVEY STANDARD
 KE0559'DISK, STAMPED P 121 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0694 ***********************************************************************
 KE0694  DESIGNATION -  P 122
 KE0694  PID         -  KE0694
 KE0694  STATE/COUNTY-  KS/JEFFERSON
 KE0694  USGS QUAD   -  HALF MOUND (1979)
 KE0694
 KE0694                         *CURRENT SURVEY CONTROL
 KE0694  ___________________________________________________________________
 KE0694* NAD 83(1986)-  39 23 41.     (N)    095 23 07.     (W)     SCALED    
 KE0694* NAVD 88     -       304.515  (meters)     999.06   (feet)  ADJUSTED  
 KE0694  ___________________________________________________________________
 KE0694  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 KE0694  DYNAMIC HT  -         304.321 (meters)     998.43  (feet)  COMP
 KE0694  MODELED GRAV-     979,981.3   (mgal)                       NAVD 88
 KE0694
 KE0694  VERT ORDER  -  SECOND    CLASS 0
 KE0694
 KE0694.The horizontal coordinates were scaled from a topographic map and have
 KE0694.an estimated accuracy of +/- 6 seconds.
 KE0694
 KE0694.The orthometric height was determined by differential leveling
 KE0694.and adjusted by the National Geodetic Survey in June 1991..
 KE0694
 KE0694.The geoid height was determined by GEOID03.
 KE0694
 KE0694.The dynamic height is computed by dividing the NAVD 88
 KE0694.geopotential number by the normal gravity value computed on the
 KE0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0694.degrees latitude (g = 980.6199 gals.).
 KE0694
 KE0694.The modeled gravity was interpolated from observed gravity values.
 KE0694
 KE0694;                    North         East    Units  Estimated Accuracy
 KE0694;SPC KS N     -   121,080.      625,200.      MT  (+/- 180 meters Scaled)
 KE0694
 KE0694                          SUPERSEDED SURVEY CONTROL
 KE0694
 KE0694  NGVD 29 (??/??/92)  304.405  (m)          998.70   (f) ADJ UNCH    2 0
 KE0694
 KE0694.Superseded values are not recommended for survey control.
 KE0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0694.See file dsdata.txt to determine how the superseded data were derived.
 KE0694
 KE0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD945632(NAD 83)
 KE0694_MARKER: DB = BENCH MARK DISK
 KE0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0694_STAMPING: P 122 1934
 KE0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0694+STABILITY: SURFACE MOTION
 KE0694
 KE0694  HISTORY     - Date     Condition        Report By
 KE0694  HISTORY     - 1934     MONUMENTED       KSGS
 KE0694  HISTORY     - 1950     MARK NOT FOUND   NGS
 KE0694
 KE0694                          STATION DESCRIPTION
 KE0694
 KE0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0694'3.3 MI SW FROM NORTONVILLE.
 KE0694'3.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0694'RAILWAY FROM THE STATION AT NORTONVILLE, JEFFERSON COUNTY,
 KE0694'AT NICHOLS, OPPOSITE CULVERT 20 B, AT A ROAD CROSSING, 60 FEET
 KE0694'NORTH OF THE CENTERLINE OF THE TRACK, AND 32 FEET EAST OF THE
 KE0694'CENTERLINE OF THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED
 KE0694'P 122 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 KE0694'AREA HAS BEEN FLOODED SEVERAL TIMES SINCE THE MARK WAS
 KE0694'ESTABLISHED, ONE OF WHICH WASHED OUT THE ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0627 ***********************************************************************
 KE0627  DESIGNATION -  P 123
 KE0627  PID         -  KE0627
 KE0627  STATE/COUNTY-  KS/LEAVENWORTH
 KE0627  USGS QUAD   -  MIDLAND (1978)
 KE0627
 KE0627                         *CURRENT SURVEY CONTROL
 KE0627  ___________________________________________________________________
 KE0627* NAD 83(1986)-  39 01 14.     (N)    095 09 43.     (W)     SCALED    
 KE0627* NAVD 88     -       275.999  (meters)     905.51   (feet)  ADJUSTED  
 KE0627  ___________________________________________________________________
 KE0627  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 KE0627  DYNAMIC HT  -         275.820 (meters)     904.92  (feet)  COMP
 KE0627  MODELED GRAV-     979,972.7   (mgal)                       NAVD 88
 KE0627
 KE0627  VERT ORDER  -  SECOND    CLASS 0
 KE0627
 KE0627.The horizontal coordinates were scaled from a topographic map and have
 KE0627.an estimated accuracy of +/- 6 seconds.
 KE0627
 KE0627.The orthometric height was determined by differential leveling
 KE0627.and adjusted by the National Geodetic Survey in June 1991..
 KE0627
 KE0627.The geoid height was determined by GEOID03.
 KE0627
 KE0627.The dynamic height is computed by dividing the NAVD 88
 KE0627.geopotential number by the normal gravity value computed on the
 KE0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0627.degrees latitude (g = 980.6199 gals.).
 KE0627
 KE0627.The modeled gravity was interpolated from observed gravity values.
 KE0627
 KE0627;                    North         East    Units  Estimated Accuracy
 KE0627;SPC KS N     -    80,140.      645,730.      MT  (+/- 180 meters Scaled)
 KE0627
 KE0627                          SUPERSEDED SURVEY CONTROL
 KE0627
 KE0627  NGVD 29 (??/??/92)  275.909  (m)          905.21   (f) ADJ UNCH    2 0
 KE0627
 KE0627.Superseded values are not recommended for survey control.
 KE0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0627.See file dsdata.txt to determine how the superseded data were derived.
 KE0627
 KE0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD128212(NAD 83)
 KE0627_MARKER: DD = SURVEY DISK
 KE0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0627_STAMPING: P 123 1934
 KE0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0627+STABILITY: SURFACE MOTION
 KE0627
 KE0627  HISTORY     - Date     Condition        Report By
 KE0627  HISTORY     - 1934     MONUMENTED       KSGS
 KE0627  HISTORY     - 1950     MARK NOT FOUND   NGS
 KE0627
 KE0627                          STATION DESCRIPTION
 KE0627
 KE0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0627'5.4 MI NE FROM LAWRENCE.
 KE0627'IN LEAVENWORTH COUNTY, 5.4 MILES NORTHEAST ALONG THE UNION
 KE0627'PACIFIC RAILROAD FROM THE STATION AT LAWRENCE, DOUGLAS COUNTY,
 KE0627'AT MILEPOST 29, 40 FEET WEST OF THE CENTERLINE OF THE TRACK,
 KE0627'AND 42 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 40.  A STATE
 KE0627'SURVEY STANDARD DISK, STAMPED P 123 1934 AND SET IN THE TOP
 KE0627'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0143 ***********************************************************************
 JF0143  DESIGNATION -  P 13
 JF0143  PID         -  JF0143
 JF0143  STATE/COUNTY-  KS/LYON
 JF0143  USGS QUAD   -  EMPORIA (1979)
 JF0143
 JF0143                         *CURRENT SURVEY CONTROL
 JF0143  ___________________________________________________________________
 JF0143* NAD 83(1986)-  38 24 05.     (N)    096 11 19.     (W)     SCALED    
 JF0143* NAVD 88     -       348.067  (meters)    1141.95   (feet)  ADJUSTED  
 JF0143  ___________________________________________________________________
 JF0143  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 JF0143  DYNAMIC HT  -         347.814 (meters)    1141.12  (feet)  COMP
 JF0143  MODELED GRAV-     979,892.9   (mgal)                       NAVD 88
 JF0143
 JF0143  VERT ORDER  -  FIRST     CLASS II
 JF0143
 JF0143.The horizontal coordinates were scaled from a topographic map and have
 JF0143.an estimated accuracy of +/- 6 seconds.
 JF0143
 JF0143.The orthometric height was determined by differential leveling
 JF0143.and adjusted by the National Geodetic Survey in June 1991..
 JF0143
 JF0143.The geoid height was determined by GEOID03.
 JF0143
 JF0143.The dynamic height is computed by dividing the NAVD 88
 JF0143.geopotential number by the normal gravity value computed on the
 JF0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0143.degrees latitude (g = 980.6199 gals.).
 JF0143
 JF0143.The modeled gravity was interpolated from observed gravity values.
 JF0143
 JF0143;                    North         East    Units  Estimated Accuracy
 JF0143;SPC KS S     -   595,040.      601,880.      MT  (+/- 180 meters Scaled)
 JF0143
 JF0143                          SUPERSEDED SURVEY CONTROL
 JF0143
 JF0143  NGVD 29 (??/??/92)  347.924  (m)         1141.48   (f) ADJ UNCH    1 2
 JF0143
 JF0143.Superseded values are not recommended for survey control.
 JF0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0143.See file dsdata.txt to determine how the superseded data were derived.
 JF0143
 JF0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH455540(NAD 83)
 JF0143_MARKER: DB = BENCH MARK DISK
 JF0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0143_STAMPING: P 13 1933
 JF0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0143+STABILITY: SURFACE MOTION
 JF0143
 JF0143  HISTORY     - Date     Condition        Report By
 JF0143  HISTORY     - 1933     MONUMENTED       CGS
 JF0143  HISTORY     - 1974     GOOD             NGS
 JF0143  HISTORY     - 1976     GOOD             NGS
 JF0143
 JF0143                          STATION DESCRIPTION
 JF0143
 JF0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JF0143'AT EMPORIA.
 JF0143'AT EMPORIA, LYON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 JF0143'RAILWAY, 160 YARDS WEST OF THE WEST END OF THE STATION, 200 FEET
 JF0143'EAST OF SIGNAL TOWER 1121, 24.6 FEET NORTH OF THE NORTH RAIL
 JF0143'OF THE MOST NORTHERLY PASSING TRACK, AND 2 FEET SOUTHEAST OF
 JF0143'THE SOUTHWEST CORNER OF A FENCE AROUND A LIGHT TOWER.  A STANDARD
 JF0143'DISK, STAMPED P 13 1933 AND SET IN THE TOP OF A CONCRETE POST
 JF0143'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- A METAL WITNESS POST
 JF0143'WAS SET 1 FOOT E. OF THE MARK.
 JF0143
 JF0143                          STATION RECOVERY (1974)
 JF0143
 JF0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JF0143'RECOVERED IN GOOD CONDITION.
 JF0143
 JF0143                          STATION RECOVERY (1976)
 JF0143
 JF0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0594 ***********************************************************************
 HF0594  DESIGNATION -  P 14
 HF0594  PID         -  HF0594
 HF0594  STATE/COUNTY-  KS/SUMNER
 HF0594  USGS QUAD   -  GEUDA SPRINGS (1965)
 HF0594
 HF0594                         *CURRENT SURVEY CONTROL
 HF0594  ___________________________________________________________________
 HF0594* NAD 83(1986)-  37 04 53.     (N)    097 14 19.     (W)     SCALED    
 HF0594* NAVD 88     -       371.096  (meters)    1217.50   (feet)  ADJUSTED  
 HF0594  ___________________________________________________________________
 HF0594  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 HF0594  DYNAMIC HT  -         370.788 (meters)    1216.49  (feet)  COMP
 HF0594  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 HF0594
 HF0594  VERT ORDER  -  FIRST     CLASS II
 HF0594
 HF0594.The horizontal coordinates were scaled from a topographic map and have
 HF0594.an estimated accuracy of +/- 6 seconds.
 HF0594
 HF0594.The orthometric height was determined by differential leveling
 HF0594.and adjusted by the National Geodetic Survey in June 1991..
 HF0594
 HF0594.The geoid height was determined by GEOID03.
 HF0594
 HF0594.The dynamic height is computed by dividing the NAVD 88
 HF0594.geopotential number by the normal gravity value computed on the
 HF0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0594.degrees latitude (g = 980.6199 gals.).
 HF0594
 HF0594.The modeled gravity was interpolated from observed gravity values.
 HF0594
 HF0594;                    North         East    Units  Estimated Accuracy
 HF0594;SPC KS S     -   446,790.      512,160.      MT  (+/- 180 meters Scaled)
 HF0594
 HF0594                          SUPERSEDED SURVEY CONTROL
 HF0594
 HF0594  NGVD 29 (??/??/92)  370.980  (m)         1217.12   (f) ADJ UNCH    1 2
 HF0594
 HF0594.Superseded values are not recommended for survey control.
 HF0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0594.See file dsdata.txt to determine how the superseded data were derived.
 HF0594
 HF0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG565053(NAD 83)
 HF0594_MARKER: DB = BENCH MARK DISK
 HF0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0594_STAMPING: P 14 1933
 HF0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0594+STABILITY: SURFACE MOTION
 HF0594
 HF0594  HISTORY     - Date     Condition        Report By
 HF0594  HISTORY     - 1933     MONUMENTED       CGS
 HF0594  HISTORY     - 1943     GOOD             LOCSUR
 HF0594
 HF0594                          STATION DESCRIPTION
 HF0594
 HF0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0594'AT ASHTON.
 HF0594'AT ASHTON, SUMNER COUNTY, 15 FEET SOUTHEAST OF THE ATCHISON,
 HF0594'TOPEKA AND SANTA FE RAILWAY STATION, 48 FEET SOUTH OF THE CENTER
 HF0594'LINE OF THE TRACK, 10 FEET WEST OF A FENCE CORNER, AND 2 FEET
 HF0594'NORTH OF A FENCE LINE.  A STANDARD DISK, STAMPED P 14 1933 AND
 HF0594'SET IN THE TOP OF A CONCRETE POST.
 HF0594
 HF0594                          STATION RECOVERY (1943)
 HF0594
 HF0594'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 HF0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0197 ***********************************************************************
 HF0197  DESIGNATION -  P 15
 HF0197  PID         -  HF0197
 HF0197  STATE/COUNTY-  KS/COWLEY
 HF0197  USGS QUAD   -  DEXTER (1962)
 HF0197
 HF0197                         *CURRENT SURVEY CONTROL
 HF0197  ___________________________________________________________________
 HF0197* NAD 83(1986)-  37 08 17.     (N)    096 37 48.     (W)     SCALED    
 HF0197* NAVD 88     -       417.830  (meters)    1370.83   (feet)  ADJUSTED  
 HF0197  ___________________________________________________________________
 HF0197  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HF0197  DYNAMIC HT  -         417.477 (meters)    1369.67  (feet)  COMP
 HF0197  MODELED GRAV-     979,773.0   (mgal)                       NAVD 88
 HF0197
 HF0197  VERT ORDER  -  FIRST     CLASS II
 HF0197
 HF0197.The horizontal coordinates were scaled from a topographic map and have
 HF0197.an estimated accuracy of +/- 6 seconds.
 HF0197
 HF0197.The orthometric height was determined by differential leveling
 HF0197.and adjusted by the National Geodetic Survey in June 1991..
 HF0197
 HF0197.The geoid height was determined by GEOID03.
 HF0197
 HF0197.The dynamic height is computed by dividing the NAVD 88
 HF0197.geopotential number by the normal gravity value computed on the
 HF0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0197.degrees latitude (g = 980.6199 gals.).
 HF0197
 HF0197.The modeled gravity was interpolated from observed gravity values.
 HF0197
 HF0197;                    North         East    Units  Estimated Accuracy
 HF0197;SPC KS S     -   453,980.      566,140.      MT  (+/- 180 meters Scaled)
 HF0197
 HF0197                          SUPERSEDED SURVEY CONTROL
 HF0197
 HF0197  NGVD 29 (??/??/92)  417.682  (m)         1370.35   (f) ADJ UNCH    1 2
 HF0197
 HF0197.Superseded values are not recommended for survey control.
 HF0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0197.See file dsdata.txt to determine how the superseded data were derived.
 HF0197
 HF0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG105128(NAD 83)
 HF0197_MARKER: DB = BENCH MARK DISK
 HF0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0197_STAMPING: P 15 1933
 HF0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0197+STABILITY: SURFACE MOTION
 HF0197
 HF0197  HISTORY     - Date     Condition        Report By
 HF0197  HISTORY     - 1933     MONUMENTED       CGS
 HF0197
 HF0197                          STATION DESCRIPTION
 HF0197
 HF0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0197'AT HOOSER.
 HF0197'AT HOOSER, COWLEY COUNTY, 4 RAILS SOUTH OF THE MISSOURI PACIFIC
 HF0197'RAILROAD STATION, ABOUT 36 POLES WEST OF MILEPOST 490, 45 FEET
 HF0197'WEST OF THE CENTER LINE OF THE TRACK, AND 4 FEET NORTH OF A
 HF0197'FENCE CORNER.  A STANDARD DISK, STAMPED P 15 1933 AND SET IN THE
 HF0197'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0524 ***********************************************************************
 KH0524  DESIGNATION -  P 150
 KH0524  PID         -  KH0524
 KH0524  STATE/COUNTY-  KS/CHEYENNE
 KH0524  USGS QUAD   -  ST FRANCIS (1978)
 KH0524
 KH0524                         *CURRENT SURVEY CONTROL
 KH0524  ___________________________________________________________________
 KH0524* NAD 83(1986)-  39 46 16.     (N)    101 47 47.     (W)     SCALED    
 KH0524* NAVD 88     -      1023.221  (meters)    3357.02   (feet)  ADJUSTED  
 KH0524  ___________________________________________________________________
 KH0524  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 KH0524  DYNAMIC HT  -        1022.429 (meters)    3354.42  (feet)  COMP
 KH0524  MODELED GRAV-     979,816.7   (mgal)                       NAVD 88
 KH0524
 KH0524  VERT ORDER  -  SECOND    CLASS 0
 KH0524
 KH0524.The horizontal coordinates were scaled from a topographic map and have
 KH0524.an estimated accuracy of +/- 6 seconds.
 KH0524
 KH0524.The orthometric height was determined by differential leveling
 KH0524.and adjusted by the National Geodetic Survey in June 1991..
 KH0524
 KH0524.The geoid height was determined by GEOID03.
 KH0524
 KH0524.The dynamic height is computed by dividing the NAVD 88
 KH0524.geopotential number by the normal gravity value computed on the
 KH0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0524.degrees latitude (g = 980.6199 gals.).
 KH0524
 KH0524.The modeled gravity was interpolated from observed gravity values.
 KH0524
 KH0524;                    North         East    Units  Estimated Accuracy
 KH0524;SPC KS N     -   166,430.       74,830.      MT  (+/- 180 meters Scaled)
 KH0524
 KH0524                          SUPERSEDED SURVEY CONTROL
 KH0524
 KH0524  NGVD 29 (??/??/92) 1022.795  (m)         3355.62   (f) ADJ UNCH    2 0
 KH0524
 KH0524.Superseded values are not recommended for survey control.
 KH0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0524.See file dsdata.txt to determine how the superseded data were derived.
 KH0524
 KH0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK604060(NAD 83)
 KH0524_MARKER: DB = BENCH MARK DISK
 KH0524_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KH0524+WITH SETTING: PAVEMENT
 KH0524_SP_SET: CONCRETE BASE OF WATER TANK
 KH0524_STAMPING: P 150 1942
 KH0524_MARK LOGO: CGS   
 KH0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0524+STABILITY: SURFACE MOTION
 KH0524
 KH0524  HISTORY     - Date     Condition        Report By
 KH0524  HISTORY     - 1942     MONUMENTED       CGS
 KH0524  HISTORY     - 1942     GOOD             NGS
 KH0524  HISTORY     - 1987     GOOD             NOS
 KH0524
 KH0524                          STATION DESCRIPTION
 KH0524
 KH0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KH0524'AT ST FRANCIS.
 KH0524'AT ST. FRANCIS, AT THE SOUTHEAST EDGE OF TOWN, AT THE CITY WATER
 KH0524'TOWER, AND IN THE TOP OF THE SOUTH-EAST BASE.
 KH0524
 KH0524                          STATION RECOVERY (1987)
 KH0524
 KH0524'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KH0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0006 ***********************************************************************
 KH0006  DESIGNATION -  P 152 RESET
 KH0006  PID         -  KH0006
 KH0006  STATE/COUNTY-  KS/DECATUR
 KH0006  USGS QUAD   -  DRESDEN SOUTH (1978)
 KH0006
 KH0006                         *CURRENT SURVEY CONTROL
 KH0006  ___________________________________________________________________
 KH0006* NAD 83(1986)-  39 35 01.     (N)    100 25 27.     (W)     SCALED    
 KH0006* NAVD 88     -       831.69   (meters)    2728.6    (feet)  RESET     
 KH0006  ___________________________________________________________________
 KH0006  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 KH0006
 KH0006  VERT ORDER  -  THIRD
 KH0006
 KH0006.The horizontal coordinates were scaled from a topographic map and have
 KH0006.an estimated accuracy of +/- 6 seconds.
 KH0006
 KH0006.The orthometric height was computed from unverified reset data.
 KH0006
 KH0006.The geoid height was determined by GEOID03.
 KH0006
 KH0006;                    North         East    Units  Estimated Accuracy
 KH0006;SPC KS N     -   141,590.      191,770.      MT  (+/- 180 meters Scaled)
 KH0006
 KH0006                          SUPERSEDED SURVEY CONTROL
 KH0006
 KH0006.No superseded survey control is available for this station.
 KH0006
 KH0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ776825(NAD 83)
 KH0006_MARKER: DB = BENCH MARK DISK
 KH0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0006_STAMPING: P 152 RESET 1950
 KH0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0006+STABILITY: SURFACE MOTION
 KH0006
 KH0006  HISTORY     - Date     Condition        Report By
 KH0006  HISTORY     - 1950     MONUMENTED       KSHC
 KH0006  HISTORY     - 1950     GOOD             NGS
 KH0006
 KH0006                          STATION DESCRIPTION
 KH0006
 KH0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KH0006'2.5 MI S FROM DRESDEN.
 KH0006'2.5 MILES SOUTH ALONG STATE HIGHWAY 123 FROM THE CHICAGO, ROCK
 KH0006'ISLAND AND PACIFIC RAILROAD STATION AT DRESDEN, DECATUR COUNTY,
 KH0006'800 FEET NORTH OF A ROAD INTERSECTION, AT THE TOP OF A SMALL
 KH0006'HILL, AND 99 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A
 KH0006'STANDARD DISK, STAMPED P 152 RESET 1950 AND SET IN THE TOP OF A
 KH0006'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0254 ***********************************************************************
 KH0254  DESIGNATION -  P 153
 KH0254  PID         -  KH0254
 KH0254  STATE/COUNTY-  KS/SHERIDAN
 KH0254  USGS QUAD   -  SELDEN (1978)
 KH0254
 KH0254                         *CURRENT SURVEY CONTROL
 KH0254  ___________________________________________________________________
 KH0254* NAD 83(1986)-  39 33 25.     (N)    100 32 18.     (W)     SCALED    
 KH0254* NAVD 88     -       863.339  (meters)    2832.47   (feet)  ADJUSTED  
 KH0254  ___________________________________________________________________
 KH0254  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 KH0254  DYNAMIC HT  -         862.700 (meters)    2830.37  (feet)  COMP
 KH0254  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 KH0254
 KH0254  VERT ORDER  -  SECOND    CLASS 0
 KH0254
 KH0254.The horizontal coordinates were scaled from a topographic map and have
 KH0254.an estimated accuracy of +/- 6 seconds.
 KH0254
 KH0254.The orthometric height was determined by differential leveling
 KH0254.and adjusted by the National Geodetic Survey in June 1991..
 KH0254
 KH0254.The geoid height was determined by GEOID03.
 KH0254
 KH0254.The dynamic height is computed by dividing the NAVD 88
 KH0254.geopotential number by the normal gravity value computed on the
 KH0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0254.degrees latitude (g = 980.6199 gals.).
 KH0254
 KH0254.The modeled gravity was interpolated from observed gravity values.
 KH0254
 KH0254;                    North         East    Units  Estimated Accuracy
 KH0254;SPC KS N     -   138,890.      181,880.      MT  (+/- 180 meters Scaled)
 KH0254
 KH0254                          SUPERSEDED SURVEY CONTROL
 KH0254
 KH0254  NGVD 29 (??/??/92)  863.019  (m)         2831.42   (f) ADJ UNCH    2 0
 KH0254
 KH0254.Superseded values are not recommended for survey control.
 KH0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0254.See file dsdata.txt to determine how the superseded data were derived.
 KH0254
 KH0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ678797(NAD 83)
 KH0254_MARKER: DB = BENCH MARK DISK
 KH0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0254_STAMPING: P 153 1934
 KH0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0254+STABILITY: SURFACE MOTION
 KH0254
 KH0254  HISTORY     - Date     Condition        Report By
 KH0254  HISTORY     - 1934     MONUMENTED       CGS
 KH0254
 KH0254                          STATION DESCRIPTION
 KH0254
 KH0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0254'1.8 MI NE FROM SELDEN.
 KH0254'1.8 MILES NORTHEAST OF ROCK ISLAND STATION AT SELDEN 1 1/2 POLE
 KH0254'WEST OF MILEPOST 358.10.  43 FEET SOUTH OF CENTERLINE OF C.R.I.
 KH0254'P RR TRACK, AND 37 FEET NORTH OF U.S. HIGHWAY 83, IN RIGHT OF
 KH0254'WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0196 ***********************************************************************
 KH0196  DESIGNATION -  P 154
 KH0196  PID         -  KH0196
 KH0196  STATE/COUNTY-  KS/THOMAS
 KH0196  USGS QUAD   -  HALFORD (1979)
 KH0196
 KH0196                         *CURRENT SURVEY CONTROL
 KH0196  ___________________________________________________________________
 KH0196* NAD 83(1986)-  39 21 38.     (N)    100 46 32.     (W)     SCALED    
 KH0196* NAVD 88     -       914.809  (meters)    3001.34   (feet)  ADJUSTED  
 KH0196  ___________________________________________________________________
 KH0196  GEOID HEIGHT-         -24.74  (meters)                     GEOID03
 KH0196  DYNAMIC HT  -         914.095 (meters)    2998.99  (feet)  COMP
 KH0196  MODELED GRAV-     979,816.4   (mgal)                       NAVD 88
 KH0196
 KH0196  VERT ORDER  -  SECOND    CLASS 0
 KH0196
 KH0196.The horizontal coordinates were scaled from a topographic map and have
 KH0196.an estimated accuracy of +/- 6 seconds.
 KH0196
 KH0196.The orthometric height was determined by differential leveling
 KH0196.and adjusted by the National Geodetic Survey in June 1991..
 KH0196
 KH0196.The geoid height was determined by GEOID03.
 KH0196
 KH0196.The dynamic height is computed by dividing the NAVD 88
 KH0196.geopotential number by the normal gravity value computed on the
 KH0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0196.degrees latitude (g = 980.6199 gals.).
 KH0196
 KH0196.The modeled gravity was interpolated from observed gravity values.
 KH0196
 KH0196;                    North         East    Units  Estimated Accuracy
 KH0196;SPC KS N     -   117,700.      160,840.      MT  (+/- 180 meters Scaled)
 KH0196
 KH0196                          SUPERSEDED SURVEY CONTROL
 KH0196
 KH0196  NGVD 29 (??/??/92)  914.456  (m)         3000.18   (f) ADJ UNCH    2 0
 KH0196
 KH0196.Superseded values are not recommended for survey control.
 KH0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0196.See file dsdata.txt to determine how the superseded data were derived.
 KH0196
 KH0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ470582(NAD 83)
 KH0196_MARKER: DB = BENCH MARK DISK
 KH0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0196_STAMPING: P 154 1932
 KH0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0196+STABILITY: SURFACE MOTION
 KH0196
 KH0196  HISTORY     - Date     Condition        Report By
 KH0196  HISTORY     - 1934     MONUMENTED       CGS
 KH0196  HISTORY     - 1942     GOOD             NGS
 KH0196
 KH0196                          STATION DESCRIPTION
 KH0196
 KH0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KH0196'2.5 MI W FROM MENLO.
 KH0196'2.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0196'AT MENLO, THOMAS COUNTY, 4 POLES EAST OF MILEPOST 189, 2-1/2
 KH0196'POLES EAST OF A ROAD CROSSING, 36 FEET NORTH OF THE CENTERLINE
 KH0196'OF THE TRACK, AND 2 FEET SOUTH OF A POLE.  A STANDARD DISK,
 KH0196'STAMPED P 154 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0354 ***********************************************************************
 KG0354  DESIGNATION -  P 155
 KG0354  PID         -  KG0354
 KG0354  STATE/COUNTY-  KS/GRAHAM
 KG0354  USGS QUAD   -  PENOKEE (1979)
 KG0354
 KG0354                         *CURRENT SURVEY CONTROL
 KG0354  ___________________________________________________________________
 KG0354* NAD 83(1986)-  39 21 11.     (N)    099 53 06.     (W)     SCALED    
 KG0354* NAVD 88     -       660.241  (meters)    2166.14   (feet)  ADJUSTED  
 KG0354  ___________________________________________________________________
 KG0354  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 KG0354  DYNAMIC HT  -         659.771 (meters)    2164.60  (feet)  COMP
 KG0354  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 KG0354
 KG0354  VERT ORDER  -  SECOND    CLASS 0
 KG0354
 KG0354.The horizontal coordinates were scaled from a topographic map and have
 KG0354.an estimated accuracy of +/- 6 seconds.
 KG0354
 KG0354.The orthometric height was determined by differential leveling
 KG0354.and adjusted by the National Geodetic Survey in June 1991..
 KG0354
 KG0354.The geoid height was determined by GEOID03.
 KG0354
 KG0354.The dynamic height is computed by dividing the NAVD 88
 KG0354.geopotential number by the normal gravity value computed on the
 KG0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0354.degrees latitude (g = 980.6199 gals.).
 KG0354
 KG0354.The modeled gravity was interpolated from observed gravity values.
 KG0354
 KG0354;                    North         East    Units  Estimated Accuracy
 KG0354;SPC KS N     -   114,890.      237,540.      MT  (+/- 180 meters Scaled)
 KG0354
 KG0354                          SUPERSEDED SURVEY CONTROL
 KG0354
 KG0354  NGVD 29 (??/??/92)  660.002  (m)         2165.36   (f) ADJ UNCH    2 0
 KG0354
 KG0354.Superseded values are not recommended for survey control.
 KG0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0354.See file dsdata.txt to determine how the superseded data were derived.
 KG0354
 KG0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ237563(NAD 83)
 KG0354_MARKER: DB = BENCH MARK DISK
 KG0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0354_STAMPING: P 155 1934
 KG0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0354+STABILITY: SURFACE MOTION
 KG0354
 KG0354  HISTORY     - Date     Condition        Report By
 KG0354  HISTORY     - 1934     MONUMENTED       CGS
 KG0354  HISTORY     - 1974     MARK NOT FOUND   USGS
 KG0354
 KG0354                          STATION DESCRIPTION
 KG0354
 KG0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0354'2.1 MI W FROM HILL CITY.
 KG0354'2.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0354'AT HILL CITY, GRAHAM COUNTY, 250 FEET WEST OF A ROAD CROSSING,
 KG0354'2 FEET SOUTH OF MILEPOST 140, AND 33 FEET NORTH OF THE CENTERLINE
 KG0354'OF THE TRACK.  A STANDARD DISK, STAMPED P 155 1934 AND SET IN
 KG0354'THE TOP OF A CONCRETE POST.
 KG0354
 KG0354                          STATION RECOVERY (1974)
 KG0354
 KG0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KG0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0219 ***********************************************************************
 KH0219  DESIGNATION -  P 156
 KH0219  PID         -  KH0219
 KH0219  STATE/COUNTY-  KS/DECATUR
 KH0219  USGS QUAD   -  TRAER (1978)
 KH0219
 KH0219                         *CURRENT SURVEY CONTROL
 KH0219  ___________________________________________________________________
 KH0219* NAD 83(1986)-  39 55 27.     (N)    100 39 54.     (W)     SCALED    
 KH0219* NAVD 88     -       791.043  (meters)    2595.28   (feet)  ADJUSTED  
 KH0219  ___________________________________________________________________
 KH0219  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 KH0219  DYNAMIC HT  -         790.488 (meters)    2593.46  (feet)  COMP
 KH0219  MODELED GRAV-     979,898.6   (mgal)                       NAVD 88
 KH0219
 KH0219  VERT ORDER  -  SECOND    CLASS 0
 KH0219
 KH0219.The horizontal coordinates were scaled from a topographic map and have
 KH0219.an estimated accuracy of +/- 6 seconds.
 KH0219
 KH0219.The orthometric height was determined by differential leveling
 KH0219.and adjusted by the National Geodetic Survey in June 1991..
 KH0219
 KH0219.The geoid height was determined by GEOID03.
 KH0219
 KH0219.The dynamic height is computed by dividing the NAVD 88
 KH0219.geopotential number by the normal gravity value computed on the
 KH0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0219.degrees latitude (g = 980.6199 gals.).
 KH0219
 KH0219.The modeled gravity was interpolated from observed gravity values.
 KH0219
 KH0219;                    North         East    Units  Estimated Accuracy
 KH0219;SPC KS N     -   179,960.      172,200.      MT  (+/- 180 meters Scaled)
 KH0219
 KH0219                          SUPERSEDED SURVEY CONTROL
 KH0219
 KH0219  NGVD 29 (??/??/92)  790.728  (m)         2594.25   (f) ADJ UNCH    2 0
 KH0219
 KH0219.Superseded values are not recommended for survey control.
 KH0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0219.See file dsdata.txt to determine how the superseded data were derived.
 KH0219
 KH0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK577206(NAD 83)
 KH0219_MARKER: DB = BENCH MARK DISK
 KH0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0219_STAMPING: P 156 1934
 KH0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0219+STABILITY: SURFACE MOTION
 KH0219
 KH0219  HISTORY     - Date     Condition        Report By
 KH0219  HISTORY     - 1934     MONUMENTED       CGS
 KH0219
 KH0219                          STATION DESCRIPTION
 KH0219
 KH0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0219'6.7 MI NE FROM HERNDON.
 KH0219'6.7 MILES NORTHEAST OF BURLINGTON STATION AT HERNDON AT TRAER,
 KH0219'200 FEET WEST OF BURLINGTON RAILROAD STATION, 30 FEET NORTH OF
 KH0219'C.B. AND Q. RR. TRACK, 2 FEET SOUTH OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6008 ***********************************************************************
 AB6008  DESIGNATION -  P 157 RESET
 AB6008  PID         -  AB6008
 AB6008  STATE/COUNTY-  KS/ROOKS
 AB6008  USGS QUAD   -  STOCKTON (1979)
 AB6008
 AB6008                         *CURRENT SURVEY CONTROL
 AB6008  ___________________________________________________________________
 AB6008* NAD 83(1986)-  39 29 59.     (N)    099 17 10.     (W)     SCALED    
 AB6008* NAVD 88     -       583.67   (meters)    1914.9    (feet)  RESET     
 AB6008  ___________________________________________________________________
 AB6008  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 AB6008
 AB6008  VERT ORDER  -  THIRD
 AB6008
 AB6008.The horizontal coordinates were scaled from a topographic map and have
 AB6008.an estimated accuracy of +/- 6 seconds.
 AB6008
 AB6008.The orthometric height was computed from unverified reset data.
 AB6008
 AB6008.The geoid height was determined by GEOID03.
 AB6008
 AB6008;                    North         East    Units  Estimated Accuracy
 AB6008;SPC KS N     -   130,270.      289,380.      MT  (+/- 180 meters Scaled)
 AB6008
 AB6008                          SUPERSEDED SURVEY CONTROL
 AB6008
 AB6008.No superseded survey control is available for this station.
 AB6008
 AB6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ754722(NAD 83)
 AB6008_MARKER: DB = BENCH MARK DISK
 AB6008_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB6008_SP_SET: BRIDGE HUBGUARD
 AB6008_STAMPING: P 157 RESET 1955
 AB6008_MARK LOGO: CGS   
 AB6008_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB6008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB6008
 AB6008  HISTORY     - Date     Condition        Report By
 AB6008  HISTORY     - 1955     MONUMENTED       KSDT
 AB6008
 AB6008                          STATION DESCRIPTION
 AB6008
 AB6008'DESCRIBED BY KANSAS DEPARTMENT OF TRANSPORTATION 1955 (WLD)
 AB6008'4.4 MILES (7.1 KM) NORTH ALONG US HIGHWAY 183 FROM THE COUNTY
 AB6008'COURTHOUSE IN STOCKTON, ABOUT 1830 FEET (557.8 M) NORTH OF THE
 AB6008'SOUTHWEST CORNER OF SEC 25, T6S, R18W OF THE SIXTH PRINCIPAL MERIDIAN,
 AB6008'AND IN THE SOUTHWEST CORNER OF THE WEST HUBGUARD OF A CONCRETE BRIDGE
 AB6008'(2-8X4X32 RCB) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0224 ***********************************************************************
 KG0224  DESIGNATION -  P 159 RESET
 KG0224  PID         -  KG0224
 KG0224  STATE/COUNTY-  KS/PHILLIPS
 KG0224  USGS QUAD   -  STUTTGART NE (1973)
 KG0224
 KG0224                         *CURRENT SURVEY CONTROL
 KG0224  ___________________________________________________________________
 KG0224* NAD 83(1986)-  39 55 56.     (N)    099 19 43.     (W)     SCALED    
 KG0224* NAVD 88     -       650.59   (meters)    2134.5    (feet)  RESET     
 KG0224  ___________________________________________________________________
 KG0224  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 KG0224
 KG0224  VERT ORDER  -  THIRD
 KG0224
 KG0224.The horizontal coordinates were scaled from a topographic map and have
 KG0224.an estimated accuracy of +/- 6 seconds.
 KG0224
 KG0224.The orthometric height was computed from unverified reset data.
 KG0224
 KG0224.The geoid height was determined by GEOID03.
 KG0224
 KG0224;                    North         East    Units  Estimated Accuracy
 KG0224;SPC KS N     -   178,340.      286,430.      MT  (+/- 180 meters Scaled)
 KG0224
 KG0224                          SUPERSEDED SURVEY CONTROL
 KG0224
 KG0224.No superseded survey control is available for this station.
 KG0224
 KG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK719202(NAD 83)
 KG0224_MARKER: DB = BENCH MARK DISK
 KG0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0224_SP_SET: CULVERT
 KG0224_STAMPING: P 159 RESET 1935
 KG0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0224
 KG0224  HISTORY     - Date     Condition        Report By
 KG0224  HISTORY     - 1935     MONUMENTED       CGS
 KG0224
 KG0224                          STATION DESCRIPTION
 KG0224
 KG0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KG0224'9.6 MI SE FROM WOODRUFF.
 KG0224'9.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY
 KG0224'1 FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT
 KG0224'WOODRUFF, PHILLIPS COUNTY, AT HIGHWAY STATION 589+83, AT A
 KG0224'CULVERT, AND IN THE NORTH END OF THE WEST HUBGUARD.  A STANDARD
 KG0224'DISK, STAMPED P 159 RESET 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0509 ***********************************************************************
 HE0509  DESIGNATION -  P 16
 HE0509  PID         -  HE0509
 HE0509  STATE/COUNTY-  KS/CHAUTAUQUA
 HE0509  USGS QUAD   -  CANEY (1984)
 HE0509
 HE0509                         *CURRENT SURVEY CONTROL
 HE0509  ___________________________________________________________________
 HE0509* NAD 83(1986)-  37 02 48.     (N)    095 58 27.     (W)     SCALED    
 HE0509* NAVD 88     -       225.043  (meters)     738.33   (feet)  ADJUSTED  
 HE0509  ___________________________________________________________________
 HE0509  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HE0509  DYNAMIC HT  -         224.862 (meters)     737.73  (feet)  COMP
 HE0509  MODELED GRAV-     979,821.3   (mgal)                       NAVD 88
 HE0509
 HE0509  VERT ORDER  -  FIRST     CLASS II
 HE0509
 HE0509.The horizontal coordinates were scaled from a topographic map and have
 HE0509.an estimated accuracy of +/- 6 seconds.
 HE0509
 HE0509.The orthometric height was determined by differential leveling
 HE0509.and adjusted by the National Geodetic Survey in June 1991..
 HE0509
 HE0509.The geoid height was determined by GEOID03.
 HE0509
 HE0509.The dynamic height is computed by dividing the NAVD 88
 HE0509.geopotential number by the normal gravity value computed on the
 HE0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0509.degrees latitude (g = 980.6199 gals.).
 HE0509
 HE0509.The modeled gravity was interpolated from observed gravity values.
 HE0509
 HE0509;                    North         East    Units  Estimated Accuracy
 HE0509;SPC KS S     -   445,220.      624,680.      MT  (+/- 180 meters Scaled)
 HE0509
 HE0509                          SUPERSEDED SURVEY CONTROL
 HE0509
 HE0509  NGVD 29 (??/??/92)  224.907  (m)          737.88   (f) ADJ UNCH    1 2
 HE0509
 HE0509.Superseded values are not recommended for survey control.
 HE0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0509.See file dsdata.txt to determine how the superseded data were derived.
 HE0509
 HE0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB354041(NAD 83)
 HE0509_MARKER: DB = BENCH MARK DISK
 HE0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0509_SP_SET: CONCRETE
 HE0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0509
 HE0509  HISTORY     - Date     Condition        Report By
 HE0509  HISTORY     - UNK      MONUMENTED       CGS
 HE0509  HISTORY     - 1933     GOOD             NGS
 HE0509
 HE0509                          STATION DESCRIPTION
 HE0509
 HE0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0509'2.8 MI E FROM NIOTAZE.
 HE0509'2.75 MILES E. OF NIOTAZE.  ALONG MO. PAC. R.R. AT MP 445, 3
 HE0509'MILES W. OF CANEY.  MARK IS 55 YDS. W. OF CONC. MILE POST 445,
 HE0509'13 YDS. S. OF CENTERLINE OF TRACK, 12 YDS. W. OF CENTERLINE
 HE0509'OF FARM CROSSING 9 YDS. W. OF GATE TO BARNYARD AND 1 YD. N.
 HE0509'OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0197 ***********************************************************************
 KG0197  DESIGNATION -  P 160
 KG0197  PID         -  KG0197
 KG0197  STATE/COUNTY-  KS/SMITH
 KG0197  USGS QUAD   -  HARLAN (1961)
 KG0197
 KG0197                         *CURRENT SURVEY CONTROL
 KG0197  ___________________________________________________________________
 KG0197* NAD 83(1986)-  39 36 40.     (N)    098 46 54.     (W)     SCALED    
 KG0197* NAVD 88     -       478.524  (meters)    1569.96   (feet)  ADJUSTED  
 KG0197  ___________________________________________________________________
 KG0197  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 KG0197  DYNAMIC HT  -         478.216 (meters)    1568.95  (feet)  COMP
 KG0197  MODELED GRAV-     979,968.6   (mgal)                       NAVD 88
 KG0197
 KG0197  VERT ORDER  -  SECOND    CLASS 0
 KG0197
 KG0197.The horizontal coordinates were scaled from a topographic map and have
 KG0197.an estimated accuracy of +/- 6 seconds.
 KG0197
 KG0197.The orthometric height was determined by differential leveling
 KG0197.and adjusted by the National Geodetic Survey in June 1991..
 KG0197
 KG0197.The geoid height was determined by GEOID03.
 KG0197
 KG0197.The dynamic height is computed by dividing the NAVD 88
 KG0197.geopotential number by the normal gravity value computed on the
 KG0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0197.degrees latitude (g = 980.6199 gals.).
 KG0197
 KG0197.The modeled gravity was interpolated from observed gravity values.
 KG0197
 KG0197;                    North         East    Units  Estimated Accuracy
 KG0197;SPC KS N     -   142,140.      332,880.      MT  (+/- 180 meters Scaled)
 KG0197
 KG0197                          SUPERSEDED SURVEY CONTROL
 KG0197
 KG0197  NGVD 29 (??/??/92)  478.318  (m)         1569.28   (f) ADJ UNCH    2 0
 KG0197
 KG0197.Superseded values are not recommended for survey control.
 KG0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0197.See file dsdata.txt to determine how the superseded data were derived.
 KG0197
 KG0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ187846(NAD 83)
 KG0197_MARKER: DB = BENCH MARK DISK
 KG0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0197_STAMPING: P-160 1934
 KG0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0197+STABILITY: SURFACE MOTION
 KG0197
 KG0197  HISTORY     - Date     Condition        Report By
 KG0197  HISTORY     - 1934     MONUMENTED       CGS
 KG0197  HISTORY     - 1934     GOOD             NGS
 KG0197
 KG0197                          STATION DESCRIPTION
 KG0197
 KG0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0197'0.8 MI NW FROM HARLAN.
 KG0197'0.8 MILES NORTHWEST OF MISSOURI PACIFIC STATION AT HARLAN.
 KG0197'1 1/2 POLES EAST OF MILEAGE 553.30.  40 FEET EAST OF ROAD CROSSING
 KG0197'RAILROAD, 50 FEET SOUTH OF CENTERLINE OF MISSOURI PACIFIC
 KG0197'RAILROAD TRACK, 35 FEET EAST OF FENCE CORNER, IN FENCE LINE.
 KG0197'STANDARD DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0304 ***********************************************************************
 KG0304  DESIGNATION -  P 161
 KG0304  PID         -  KG0304
 KG0304  STATE/COUNTY-  KS/ROOKS
 KG0304  USGS QUAD   -  WOODSTON NW (1979)
 KG0304
 KG0304                         *CURRENT SURVEY CONTROL
 KG0304  ___________________________________________________________________
 KG0304* NAD 83(1986)-  39 26 38.     (N)    099 13 28.     (W)     SCALED    
 KG0304* NAVD 88     -       543.841  (meters)    1784.25   (feet)  ADJUSTED  
 KG0304  ___________________________________________________________________
 KG0304  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 KG0304  DYNAMIC HT  -         543.473 (meters)    1783.04  (feet)  COMP
 KG0304  MODELED GRAV-     979,934.1   (mgal)                       NAVD 88
 KG0304
 KG0304  VERT ORDER  -  SECOND    CLASS 0
 KG0304
 KG0304.The horizontal coordinates were scaled from a topographic map and have
 KG0304.an estimated accuracy of +/- 6 seconds.
 KG0304
 KG0304.The orthometric height was determined by differential leveling
 KG0304.and adjusted by the National Geodetic Survey in June 1991..
 KG0304
 KG0304.The geoid height was determined by GEOID03.
 KG0304
 KG0304.The dynamic height is computed by dividing the NAVD 88
 KG0304.geopotential number by the normal gravity value computed on the
 KG0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0304.degrees latitude (g = 980.6199 gals.).
 KG0304
 KG0304.The modeled gravity was interpolated from observed gravity values.
 KG0304
 KG0304;                    North         East    Units  Estimated Accuracy
 KG0304;SPC KS N     -   124,000.      294,600.      MT  (+/- 180 meters Scaled)
 KG0304
 KG0304                          SUPERSEDED SURVEY CONTROL
 KG0304
 KG0304  NGVD 29 (??/??/92)  543.613  (m)         1783.50   (f) ADJ UNCH    2 0
 KG0304
 KG0304.Superseded values are not recommended for survey control.
 KG0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0304.See file dsdata.txt to determine how the superseded data were derived.
 KG0304
 KG0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ806660(NAD 83)
 KG0304_MARKER: DB = BENCH MARK DISK
 KG0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0304_STAMPING: P 161 1934
 KG0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0304+STABILITY: SURFACE MOTION
 KG0304
 KG0304  HISTORY     - Date     Condition        Report By
 KG0304  HISTORY     - 1934     MONUMENTED       CGS
 KG0304  HISTORY     - 1941     GOOD             NGS
 KG0304
 KG0304                          STATION DESCRIPTION
 KG0304
 KG0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0304'2.7 MI E FROM STOCKTON.
 KG0304'2.7 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0304'STATION AT STOCKTON, ROOKS COUNTY, 25 POLES WEST OF MILEPOST
 KG0304'577, 300 FEET WEST OF A SMALL TRESTLE, 40 FEET NORTH OF THE
 KG0304'CENTERLINE OF THE TRACK, AND 40 FEET SOUTH OF THE CENTERLINE
 KG0304'OF U.S. HIGHWAY 40 N.  A STANDARD DISK, STAMPED P 161 1934 AND
 KG0304'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0364 ***********************************************************************
 KG0364  DESIGNATION -  P 162
 KG0364  PID         -  KG0364
 KG0364  STATE/COUNTY-  KS/ROOKS
 KG0364  USGS QUAD   -  WILD HORSE CREEK (1979)
 KG0364
 KG0364                         *CURRENT SURVEY CONTROL
 KG0364  ___________________________________________________________________
 KG0364* NAD 83(1986)-  39 14 03.     (N)    099 32 35.     (W)     SCALED    
 KG0364* NAVD 88     -       694.347  (meters)    2278.04   (feet)  ADJUSTED  
 KG0364  ___________________________________________________________________
 KG0364  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 KG0364  DYNAMIC HT  -         693.852 (meters)    2276.41  (feet)  COMP
 KG0364  MODELED GRAV-     979,891.5   (mgal)                       NAVD 88
 KG0364
 KG0364  VERT ORDER  -  SECOND    CLASS 0
 KG0364
 KG0364.The horizontal coordinates were scaled from a topographic map and have
 KG0364.an estimated accuracy of +/- 6 seconds.
 KG0364
 KG0364.The orthometric height was determined by differential leveling
 KG0364.and adjusted by the National Geodetic Survey in June 1991..
 KG0364
 KG0364.The geoid height was determined by GEOID03.
 KG0364
 KG0364.The dynamic height is computed by dividing the NAVD 88
 KG0364.geopotential number by the normal gravity value computed on the
 KG0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0364.degrees latitude (g = 980.6199 gals.).
 KG0364
 KG0364.The modeled gravity was interpolated from observed gravity values.
 KG0364
 KG0364;                    North         East    Units  Estimated Accuracy
 KG0364;SPC KS N     -   101,140.      266,790.      MT  (+/- 180 meters Scaled)
 KG0364
 KG0364                          SUPERSEDED SURVEY CONTROL
 KG0364
 KG0364  NGVD 29 (??/??/92)  694.099  (m)         2277.22   (f) ADJ UNCH    2 0
 KG0364
 KG0364.Superseded values are not recommended for survey control.
 KG0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0364.See file dsdata.txt to determine how the superseded data were derived.
 KG0364
 KG0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ531429(NAD 83)
 KG0364_MARKER: DB = BENCH MARK DISK
 KG0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0364_STAMPING: P 162 1934
 KG0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0364+STABILITY: SURFACE MOTION
 KG0364
 KG0364  HISTORY     - Date     Condition        Report By
 KG0364  HISTORY     - 1934     MONUMENTED       CGS
 KG0364  HISTORY     - 1949     GOOD             NGS
 KG0364
 KG0364                          STATION DESCRIPTION
 KG0364
 KG0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KG0364'1.4 MI SE FROM PALCO.
 KG0364'1.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KG0364'STATION AT PALCO, ROOKS COUNTY, 100 FEET EAST OF A ROAD CROSSING,
 KG0364'75 FEET SOUTH OF A ROAD, 75 FEET WEST OF THE JUNCTION OF STATE
 KG0364'HIGHWAY 18 WITH THE ROAD, 36 FEET NORTH OF THE CENTERLINE OF THE
 KG0364'TRACK, AND 2 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 KG0364'P 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0137 ***********************************************************************
 KG0137  DESIGNATION -  P 163
 KG0137  PID         -  KG0137
 KG0137  STATE/COUNTY-  KS/RUSSELL
 KG0137  USGS QUAD   -  PARADISE NW (1978)
 KG0137
 KG0137                         *CURRENT SURVEY CONTROL
 KG0137  ___________________________________________________________________
 KG0137* NAD 83(1986)-  39 07 40.     (N)    098 56 42.     (W)     SCALED    
 KG0137* NAVD 88     -       525.306  (meters)    1723.44   (feet)  ADJUSTED  
 KG0137  ___________________________________________________________________
 KG0137  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 KG0137  DYNAMIC HT  -         524.944 (meters)    1722.25  (feet)  COMP
 KG0137  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 KG0137
 KG0137  VERT ORDER  -  SECOND    CLASS 0
 KG0137
 KG0137.The horizontal coordinates were scaled from a topographic map and have
 KG0137.an estimated accuracy of +/- 6 seconds.
 KG0137
 KG0137.The orthometric height was determined by differential leveling
 KG0137.and adjusted by the National Geodetic Survey in June 1991..
 KG0137
 KG0137.The geoid height was determined by GEOID03.
 KG0137
 KG0137.The dynamic height is computed by dividing the NAVD 88
 KG0137.geopotential number by the normal gravity value computed on the
 KG0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0137.degrees latitude (g = 980.6199 gals.).
 KG0137
 KG0137.The modeled gravity was interpolated from observed gravity values.
 KG0137
 KG0137;                    North         East    Units  Estimated Accuracy
 KG0137;SPC KS N     -    88,620.      318,290.      MT  (+/- 180 meters Scaled)
 KG0137
 KG0137                          SUPERSEDED SURVEY CONTROL
 KG0137
 KG0137  NGVD 29 (??/??/92)  525.096  (m)         1722.75   (f) ADJ UNCH    2 0
 KG0137
 KG0137.Superseded values are not recommended for survey control.
 KG0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0137.See file dsdata.txt to determine how the superseded data were derived.
 KG0137
 KG0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ047309(NAD 83)
 KG0137_MARKER: DB = BENCH MARK DISK
 KG0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0137_STAMPING: P 163 1934
 KG0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0137+STABILITY: SURFACE MOTION
 KG0137
 KG0137  HISTORY     - Date     Condition        Report By
 KG0137  HISTORY     - 1934     MONUMENTED       CGS
 KG0137  HISTORY     - 1951     GOOD             NGS
 KG0137
 KG0137                          STATION DESCRIPTION
 KG0137
 KG0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KG0137'1.8 MI NW FROM PARADISE.
 KG0137'1.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KG0137'STATION AT PARADISE, RUSSELL COUNTY, AT MILEPOST 81, AT A ROAD
 KG0137'CROSSING, 30 FEET WEST OF THE ROAD, AND 45 FEET NORTH OF THE
 KG0137'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED P 163 1934
 KG0137'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0131 ***********************************************************************
 KG0131  DESIGNATION -  P 165
 KG0131  PID         -  KG0131
 KG0131  STATE/COUNTY-  KS/OSBORNE
 KG0131  USGS QUAD   -  OSBORNE (1979)
 KG0131
 KG0131                         *CURRENT SURVEY CONTROL
 KG0131  ___________________________________________________________________
 KG0131* NAD 83(1986)-  39 26 40.     (N)    098 39 25.     (W)     SCALED    
 KG0131* NAVD 88     -       473.118  (meters)    1552.22   (feet)  ADJUSTED  
 KG0131  ___________________________________________________________________
 KG0131  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 KG0131  DYNAMIC HT  -         472.813 (meters)    1551.22  (feet)  COMP
 KG0131  MODELED GRAV-     979,966.8   (mgal)                       NAVD 88
 KG0131
 KG0131  VERT ORDER  -  SECOND    CLASS 0
 KG0131
 KG0131.The horizontal coordinates were scaled from a topographic map and have
 KG0131.an estimated accuracy of +/- 6 seconds.
 KG0131
 KG0131.The orthometric height was determined by differential leveling
 KG0131.and adjusted by the National Geodetic Survey in June 1991..
 KG0131
 KG0131.The geoid height was determined by GEOID03.
 KG0131
 KG0131.The dynamic height is computed by dividing the NAVD 88
 KG0131.geopotential number by the normal gravity value computed on the
 KG0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0131.degrees latitude (g = 980.6199 gals.).
 KG0131
 KG0131.The modeled gravity was interpolated from observed gravity values.
 KG0131
 KG0131;                    North         East    Units  Estimated Accuracy
 KG0131;SPC KS N     -   123,550.      343,450.      MT  (+/- 180 meters Scaled)
 KG0131
 KG0131                          SUPERSEDED SURVEY CONTROL
 KG0131
 KG0131  NGVD 29 (??/??/92)  472.926  (m)         1551.59   (f) ADJ UNCH    2 0
 KG0131
 KG0131.Superseded values are not recommended for survey control.
 KG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0131.See file dsdata.txt to determine how the superseded data were derived.
 KG0131
 KG0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ295661(NAD 83)
 KG0131_MARKER: DB = BENCH MARK DISK
 KG0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0131_STAMPING: P 165 1934
 KG0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0131+STABILITY: SURFACE MOTION
 KG0131
 KG0131  HISTORY     - Date     Condition        Report By
 KG0131  HISTORY     - 1934     MONUMENTED       CGS
 KG0131
 KG0131                          STATION DESCRIPTION
 KG0131
 KG0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0131'2.6 MI E FROM OSBORNE.
 KG0131'2.6 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0131'STATION AT OSBORNE, OSBORNE COUNTY, 20 POLES WEST OF MILEPOST 546,
 KG0131'120 FEET EAST OF A SMALL TRESTLE, AT A ROAD CROSSING, 45 FEET
 KG0131'NORTH OF THE CENTERLINE OF THE TRACK, 25 FEET EAST OF THE ROAD,
 KG0131'AND IN A FENCE CORNER.  A STANDARD DISK, STAMPED P 165 1934
 KG0131'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0458 ***********************************************************************
 KF0458  DESIGNATION -  P 166
 KF0458  PID         -  KF0458
 KF0458  STATE/COUNTY-  KS/CLOUD
 KF0458  USGS QUAD   -  GLASCO (1979)
 KF0458
 KF0458                         *CURRENT SURVEY CONTROL
 KF0458  ___________________________________________________________________
 KF0458* NAD 83(1986)-  39 21 26.     (N)    097 50 29.     (W)     SCALED    
 KF0458* NAVD 88     -       402.365  (meters)    1320.09   (feet)  ADJUSTED  
 KF0458  ___________________________________________________________________
 KF0458  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 KF0458  DYNAMIC HT  -         402.107 (meters)    1319.25  (feet)  COMP
 KF0458  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 KF0458
 KF0458  VERT ORDER  -  SECOND    CLASS 0
 KF0458
 KF0458.The horizontal coordinates were scaled from a topographic map and have
 KF0458.an estimated accuracy of +/- 6 seconds.
 KF0458
 KF0458.The orthometric height was determined by differential leveling
 KF0458.and adjusted by the National Geodetic Survey in June 1991..
 KF0458
 KF0458.The geoid height was determined by GEOID03.
 KF0458
 KF0458.The dynamic height is computed by dividing the NAVD 88
 KF0458.geopotential number by the normal gravity value computed on the
 KF0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0458.degrees latitude (g = 980.6199 gals.).
 KF0458
 KF0458.The modeled gravity was interpolated from observed gravity values.
 KF0458
 KF0458;                    North         East    Units  Estimated Accuracy
 KF0458;SPC KS N     -   113,680.      413,670.      MT  (+/- 180 meters Scaled)
 KF0458
 KF0458                          SUPERSEDED SURVEY CONTROL
 KF0458
 KF0458  NGVD 29 (??/??/92)  402.228  (m)         1319.64   (f) ADJ UNCH    2 0
 KF0458
 KF0458.Superseded values are not recommended for survey control.
 KF0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0458.See file dsdata.txt to determine how the superseded data were derived.
 KF0458
 KF0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ998570(NAD 83)
 KF0458_MARKER: DB = BENCH MARK DISK
 KF0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0458_SP_SET: FOOTING
 KF0458_STAMPING: P 166 1934
 KF0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0458
 KF0458  HISTORY     - Date     Condition        Report By
 KF0458  HISTORY     - 1934     MONUMENTED       CGS
 KF0458  HISTORY     - 1941     GOOD             NGS
 KF0458
 KF0458                          STATION DESCRIPTION
 KF0458
 KF0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KF0458'AT GLASCO.
 KF0458'AT GLASCO, CLOUD COUNTY, ON THE UNION PACIFIC RAILROAD, 180
 KF0458'FEET WEST OF THE STATION, IN THE CENTER OF THE TOP OF THE SOUTH
 KF0458'CONCRETE FOOTING, AND 10 FEET NORTH OF THE CENTERLINE OF THE
 KF0458'TRACK.  A STANDARD DISK, STAMPED P 166 1934.  NOTE-- WATER TANK
 KF0458'DESTROYED BUT THE FOUNDATIONS REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1036 ***********************************************************************
 JF1036  DESIGNATION -  P 167
 JF1036  PID         -  JF1036
 JF1036  STATE/COUNTY-  KS/SALINE
 JF1036  USGS QUAD   -  SALINA (1978)
 JF1036
 JF1036                         *CURRENT SURVEY CONTROL
 JF1036  ___________________________________________________________________
 JF1036* NAD 83(1986)-  38 50 51.     (N)    097 37 03.     (W)     SCALED    
 JF1036* NAVD 88     -       375.239  (meters)    1231.10   (feet)  ADJUSTED  
 JF1036  ___________________________________________________________________
 JF1036  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 JF1036  DYNAMIC HT  -         374.987 (meters)    1230.27  (feet)  COMP
 JF1036  MODELED GRAV-     979,947.1   (mgal)                       NAVD 88
 JF1036
 JF1036  VERT ORDER  -  FIRST     CLASS II
 JF1036
 JF1036.The horizontal coordinates were scaled from a topographic map and have
 JF1036.an estimated accuracy of +/- 6 seconds.
 JF1036
 JF1036.The orthometric height was determined by differential leveling
 JF1036.and adjusted by the National Geodetic Survey in June 1991..
 JF1036
 JF1036.The geoid height was determined by GEOID03.
 JF1036
 JF1036.The dynamic height is computed by dividing the NAVD 88
 JF1036.geopotential number by the normal gravity value computed on the
 JF1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1036.degrees latitude (g = 980.6199 gals.).
 JF1036
 JF1036.The modeled gravity was interpolated from observed gravity values.
 JF1036
 JF1036;                    North         East    Units  Estimated Accuracy
 JF1036;SPC KS N     -    57,150.      433,210.      MT  (+/- 180 meters Scaled)
 JF1036
 JF1036                          SUPERSEDED SURVEY CONTROL
 JF1036
 JF1036  NGVD 29 (??/??/92)  375.149  (m)         1230.80   (f) ADJ UNCH    1 2
 JF1036
 JF1036.Superseded values are not recommended for survey control.
 JF1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1036.See file dsdata.txt to determine how the superseded data were derived.
 JF1036
 JF1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ199007(NAD 83)
 JF1036_MARKER: DB = BENCH MARK DISK
 JF1036_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JF1036_SP_SET: BUILDING
 JF1036_STAMPING: P 167 1934
 JF1036_MARK LOGO: CGS   
 JF1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1036+STABILITY: SURFACE MOTION
 JF1036
 JF1036  HISTORY     - Date     Condition        Report By
 JF1036  HISTORY     - 1934     MONUMENTED       CGS
 JF1036  HISTORY     - 1947     GOOD             NGS
 JF1036  HISTORY     - 1952     GOOD             NGS
 JF1036  HISTORY     - 1986     GOOD             NGS
 JF1036
 JF1036                          STATION DESCRIPTION
 JF1036
 JF1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF1036'AT SALINA.
 JF1036'AT SALINA, AT THE UNION PACIFIC RAILROAD PASSENGER STATION, IN
 JF1036'THE NORTH WALL OF THE TICKET OFFICE AND DISPATCHERS OFFICE,
 JF1036'12.2 FEET WEST OF THE NORTHEAST CORNER OF AND 10.4 FEET EAST OF
 JF1036'THE NORTHWEST CORNER OF THE OFF SET PART OF THE BUILDING, 2.8
 JF1036'FEET ABOVE THE BRICK WALK AND PLATFORM, 0.2 FOOT BELOW THE STONE
 JF1036'WATER TABLE AND WINDOW SILL, SET VERTICALLY IN THE NORTH BRICK
 JF1036'WALL OF THE BUILDING.
 JF1036
 JF1036                          STATION RECOVERY (1952)
 JF1036
 JF1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 JF1036'RECOVERED IN GOOD CONDITION.
 JF1036
 JF1036                          STATION RECOVERY (1986)
 JF1036
 JF1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0167 ***********************************************************************
 KG0167  DESIGNATION -  P 169
 KG0167  PID         -  KG0167
 KG0167  STATE/COUNTY-  KS/SMITH
 KG0167  USGS QUAD   -  SMITH CENTER (1973)
 KG0167
 KG0167                         *CURRENT SURVEY CONTROL
 KG0167  ___________________________________________________________________
 KG0167* NAD 83(1986)-  39 46 27.     (N)    098 47 03.     (W)     SCALED    
 KG0167* NAVD 88     -       550.242  (meters)    1805.25   (feet)  ADJUSTED  
 KG0167  ___________________________________________________________________
 KG0167  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 KG0167  DYNAMIC HT  -         549.893 (meters)    1804.11  (feet)  COMP
 KG0167  MODELED GRAV-     979,974.6   (mgal)                       NAVD 88
 KG0167
 KG0167  VERT ORDER  -  SECOND    CLASS 0
 KG0167
 KG0167.The horizontal coordinates were scaled from a topographic map and have
 KG0167.an estimated accuracy of +/- 6 seconds.
 KG0167
 KG0167.The orthometric height was determined by differential leveling
 KG0167.and adjusted by the National Geodetic Survey in June 1991..
 KG0167
 KG0167.The geoid height was determined by GEOID03.
 KG0167
 KG0167.The dynamic height is computed by dividing the NAVD 88
 KG0167.geopotential number by the normal gravity value computed on the
 KG0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0167.degrees latitude (g = 980.6199 gals.).
 KG0167
 KG0167.The modeled gravity was interpolated from observed gravity values.
 KG0167
 KG0167;                    North         East    Units  Estimated Accuracy
 KG0167;SPC KS N     -   160,250.      332,820.      MT  (+/- 180 meters Scaled)
 KG0167
 KG0167                          SUPERSEDED SURVEY CONTROL
 KG0167
 KG0167  NGVD 29 (??/??/92)  550.032  (m)         1804.56   (f) ADJ UNCH    2 0
 KG0167
 KG0167.Superseded values are not recommended for survey control.
 KG0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0167.See file dsdata.txt to determine how the superseded data were derived.
 KG0167
 KG0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK184027(NAD 83)
 KG0167_MARKER: DB = BENCH MARK DISK
 KG0167_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KG0167_SP_SET: CONCRETE BASE
 KG0167_STAMPING: P 169 1934
 KG0167_MARK LOGO: CGS   
 KG0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0167+STABILITY: SURFACE MOTION
 KG0167
 KG0167  HISTORY     - Date     Condition        Report By
 KG0167  HISTORY     - 1934     MONUMENTED       CGS
 KG0167  HISTORY     - 1961     GOOD             NGS
 KG0167  HISTORY     - 1987     GOOD             NOS
 KG0167
 KG0167                          STATION DESCRIPTION
 KG0167
 KG0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0167'AT SMITH CENTER.
 KG0167'AT SMITH CENTER.  150 FEET WEST OF THE ROCK ISLAND RAILROAD
 KG0167'STATION, 12 FEET SOUTH OF CENTERLINE OF MAIN TRACK IN THE SOUTHWEST
 KG0167'CORNER OF CONCRETE BASE TO WATER TENDER.  STANDARD DISK SET IN
 KG0167'WATER TENDER BASE.  NOTE-- THE WATER TENDER HAS BEEN REMOVED AND
 KG0167'THE CONCRETE BASE REMAINS.
 KG0167
 KG0167                          STATION RECOVERY (1961)
 KG0167
 KG0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KG0167'RECOVERED IN GOOD CONDITION.
 KG0167
 KG0167                          STATION RECOVERY (1987)
 KG0167
 KG0167'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KG0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0529 ***********************************************************************
 KF0529  DESIGNATION -  P 171
 KF0529  PID         -  KF0529
 KF0529  STATE/COUNTY-  KS/CLOUD
 KF0529  USGS QUAD   -  AURORA SW (1965)
 KF0529
 KF0529                         *CURRENT SURVEY CONTROL
 KF0529  ___________________________________________________________________
 KF0529* NAD 83(1986)-  39 20 08.     (N)    097 42 14.     (W)     SCALED    
 KF0529* NAVD 88     -       430.346  (meters)    1411.89   (feet)  ADJUSTED  
 KF0529  ___________________________________________________________________
 KF0529  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 KF0529  DYNAMIC HT  -         430.075 (meters)    1411.00  (feet)  COMP
 KF0529  MODELED GRAV-     979,983.6   (mgal)                       NAVD 88
 KF0529
 KF0529  VERT ORDER  -  SECOND    CLASS 0
 KF0529
 KF0529.The horizontal coordinates were scaled from a topographic map and have
 KF0529.an estimated accuracy of +/- 6 seconds.
 KF0529
 KF0529.The orthometric height was determined by differential leveling
 KF0529.and adjusted by the National Geodetic Survey in June 1991..
 KF0529
 KF0529.The geoid height was determined by GEOID03.
 KF0529
 KF0529.The dynamic height is computed by dividing the NAVD 88
 KF0529.geopotential number by the normal gravity value computed on the
 KF0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0529.degrees latitude (g = 980.6199 gals.).
 KF0529
 KF0529.The modeled gravity was interpolated from observed gravity values.
 KF0529
 KF0529;                    North         East    Units  Estimated Accuracy
 KF0529;SPC KS N     -   111,300.      425,530.      MT  (+/- 180 meters Scaled)
 KF0529
 KF0529                          SUPERSEDED SURVEY CONTROL
 KF0529
 KF0529  NGVD 29 (??/??/92)  430.218  (m)         1411.47   (f) ADJ UNCH    2 0
 KF0529
 KF0529.Superseded values are not recommended for survey control.
 KF0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0529.See file dsdata.txt to determine how the superseded data were derived.
 KF0529
 KF0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ117548(NAD 83)
 KF0529_MARKER: DB = BENCH MARK DISK
 KF0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0529_SP_SET: ABUTMENT
 KF0529_STAMPING: P 171 1934
 KF0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0529
 KF0529  HISTORY     - Date     Condition        Report By
 KF0529  HISTORY     - 1934     MONUMENTED       CGS
 KF0529  HISTORY     - 1960     GOOD             NGS
 KF0529
 KF0529                          STATION DESCRIPTION
 KF0529
 KF0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KF0529'4.2 MI NE FROM DELPHOS.
 KF0529'IN CLOUD COUNTY, 3.8 MILES EAST ALONG STATE HIGHWAY 41 FROM THE
 KF0529'UNION PACIFIC RAILROAD STATION AT DELPHOS, OTTAWA COUNTY, THENCE
 KF0529'4.0 MILES NORTH ALONG U.S. HIGHWAY 81, AT A ROAD INTERSECTION,
 KF0529'75 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 70 FEET SOUTHEAST
 KF0529'OF THE JOHN TAPPAN MAIL BOX, AT A CONCRETE BRIDGE ON THE HIGHWAY,
 KF0529'AND IN THE TOP OF THE NORTHEAST ABUTMENT.  A STANDARD DISK,
 KF0529'STAMPED P 171 1934.  NOTE-- THE LOCATION OF U.S. HIGHWAY 81 HAD
 KF0529'BEEN MOVED 2 MILES TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0264 ***********************************************************************
 HE0264  DESIGNATION -  P 18
 HE0264  PID         -  HE0264
 HE0264  STATE/COUNTY-  KS/CHEROKEE
 HE0264  USGS QUAD   -  CRESTLINE (1978)
 HE0264
 HE0264                         *CURRENT SURVEY CONTROL
 HE0264  ___________________________________________________________________
 HE0264* NAD 83(1986)-  37 10 13.     (N)    094 43 22.     (W)     SCALED    
 HE0264* NAVD 88     -       269.801  (meters)     885.17   (feet)  ADJUSTED  
 HE0264  ___________________________________________________________________
 HE0264  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HE0264  DYNAMIC HT  -         269.585 (meters)     884.46  (feet)  COMP
 HE0264  MODELED GRAV-     979,823.3   (mgal)                       NAVD 88
 HE0264
 HE0264  VERT ORDER  -  FIRST     CLASS II
 HE0264
 HE0264.The horizontal coordinates were scaled from a topographic map and have
 HE0264.an estimated accuracy of +/- 6 seconds.
 HE0264
 HE0264.The orthometric height was determined by differential leveling
 HE0264.and adjusted by the National Geodetic Survey in June 1991..
 HE0264
 HE0264.The geoid height was determined by GEOID03.
 HE0264
 HE0264.The dynamic height is computed by dividing the NAVD 88
 HE0264.geopotential number by the normal gravity value computed on the
 HE0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0264.degrees latitude (g = 980.6199 gals.).
 HE0264
 HE0264.The modeled gravity was interpolated from observed gravity values.
 HE0264
 HE0264;                    North         East    Units  Estimated Accuracy
 HE0264;SPC KS S     -   462,690.      735,380.      MT  (+/- 180 meters Scaled)
 HE0264
 HE0264                          SUPERSEDED SURVEY CONTROL
 HE0264
 HE0264  NGVD 29 (??/??/92)  269.698  (m)          884.83   (f) ADJ UNCH    1 2
 HE0264
 HE0264.Superseded values are not recommended for survey control.
 HE0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0264.See file dsdata.txt to determine how the superseded data were derived.
 HE0264
 HE0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB470151(NAD 83)
 HE0264_MARKER: DB = BENCH MARK DISK
 HE0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0264_STAMPING: P 18 1933
 HE0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0264+STABILITY: SURFACE MOTION
 HE0264
 HE0264  HISTORY     - Date     Condition        Report By
 HE0264  HISTORY     - 1933     MONUMENTED       CGS
 HE0264  HISTORY     - 1944     GOOD             NGS
 HE0264
 HE0264                          STATION DESCRIPTION
 HE0264
 HE0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0264'6.5 MI E FROM COLUMBUS.
 HE0264'6.5 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0264'COLUMBUS, CHEROKEE COUNTY, 4 POLES WEST OF MILEPOST 337, 1-1/2
 HE0264'RAILS WEST OF THE CENTER OF A GRADE CROSSING, 3 FEET NORTH OF A
 HE0264'FENCE CORNER, AND 1 FOOT WEST OF THE FENCE AND CATTLEGUARD.
 HE0264'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.  NOTE-- 45
 HE0264'FEET SOUTH OF THE CENTERLINE OF THE FRISCO TRACK.
 HE0264
 HE0264                          STATION RECOVERY (1944)
 HE0264
 HE0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HE0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0371 ***********************************************************************
 HG0371  DESIGNATION -  P 181
 HG0371  PID         -  HG0371
 HG0371  STATE/COUNTY-  KS/KIOWA
 HG0371  USGS QUAD   -  GREENSBURG (1969)
 HG0371
 HG0371                         *CURRENT SURVEY CONTROL
 HG0371  ___________________________________________________________________
 HG0371* NAD 83(1986)-  37 36 21.     (N)    099 19 18.     (W)     SCALED    
 HG0371* NAVD 88     -       684.544  (meters)    2245.87   (feet)  ADJUSTED  
 HG0371  ___________________________________________________________________
 HG0371  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 HG0371  DYNAMIC HT  -         683.954 (meters)    2243.94  (feet)  COMP
 HG0371  MODELED GRAV-     979,745.2   (mgal)                       NAVD 88
 HG0371
 HG0371  VERT ORDER  -  SECOND    CLASS 0
 HG0371
 HG0371.The horizontal coordinates were scaled from a topographic map and have
 HG0371.an estimated accuracy of +/- 6 seconds.
 HG0371
 HG0371.The orthometric height was determined by differential leveling
 HG0371.and adjusted by the National Geodetic Survey in June 1991..
 HG0371
 HG0371.The geoid height was determined by GEOID03.
 HG0371
 HG0371.The dynamic height is computed by dividing the NAVD 88
 HG0371.geopotential number by the normal gravity value computed on the
 HG0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0371.degrees latitude (g = 980.6199 gals.).
 HG0371
 HG0371.The modeled gravity was interpolated from observed gravity values.
 HG0371
 HG0371;                    North         East    Units  Estimated Accuracy
 HG0371;SPC KS S     -   504,550.      327,450.      MT  (+/- 180 meters Scaled)
 HG0371
 HG0371                          SUPERSEDED SURVEY CONTROL
 HG0371
 HG0371  NGVD 29 (??/??/92)  684.253  (m)         2244.92   (f) ADJ UNCH    2 0
 HG0371
 HG0371.Superseded values are not recommended for survey control.
 HG0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0371.See file dsdata.txt to determine how the superseded data were derived.
 HG0371
 HG0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG716621(NAD 83)
 HG0371_MARKER: DB = BENCH MARK DISK
 HG0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0371_STAMPING: P-181 1934
 HG0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0371+STABILITY: SURFACE MOTION
 HG0371
 HG0371  HISTORY     - Date     Condition        Report By
 HG0371  HISTORY     - 1934     MONUMENTED       CGS
 HG0371  HISTORY     - 1967     MARK NOT FOUND   USGS
 HG0371
 HG0371                          STATION DESCRIPTION
 HG0371
 HG0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0371'1.6 MI S FROM GREENSBURG.
 HG0371'1.6 MILES SOUTH OF GREENSBURG C.R.I. AND P.RR. STATION 120 FEET
 HG0371'EAST OF JUNCTION OF HIGHWAY AND SECTION LINE ROAD TO THE EAST,
 HG0371'66 FEET SOUTHEAST OF U.S. HIGHWAY 54, AND STATE HIGHWAY 1, 48
 HG0371'FEET NORTH OF CENTER LINE OF SECTION LINE ROAD.
 HG0371
 HG0371                          STATION RECOVERY (1967)
 HG0371
 HG0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HG0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0467 ***********************************************************************
 HG0467  DESIGNATION -  P 182
 HG0467  PID         -  HG0467
 HG0467  STATE/COUNTY-  KS/COMANCHE
 HG0467  USGS QUAD   -  COLDWATER (1979)
 HG0467
 HG0467                         *CURRENT SURVEY CONTROL
 HG0467  ___________________________________________________________________
 HG0467* NAD 83(1986)-  37 16 48.     (N)    099 18 24.     (W)     SCALED    
 HG0467* NAVD 88     -       651.010  (meters)    2135.86   (feet)  ADJUSTED  
 HG0467  ___________________________________________________________________
 HG0467  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 HG0467  DYNAMIC HT  -         650.431 (meters)    2133.96  (feet)  COMP
 HG0467  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 HG0467
 HG0467  VERT ORDER  -  SECOND    CLASS 0
 HG0467
 HG0467.The horizontal coordinates were scaled from a topographic map and have
 HG0467.an estimated accuracy of +/- 6 seconds.
 HG0467
 HG0467.The orthometric height was determined by differential leveling
 HG0467.and adjusted by the National Geodetic Survey in June 1991..
 HG0467
 HG0467.The geoid height was determined by GEOID03.
 HG0467
 HG0467.The dynamic height is computed by dividing the NAVD 88
 HG0467.geopotential number by the normal gravity value computed on the
 HG0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0467.degrees latitude (g = 980.6199 gals.).
 HG0467
 HG0467.The modeled gravity was interpolated from observed gravity values.
 HG0467
 HG0467;                    North         East    Units  Estimated Accuracy
 HG0467;SPC KS S     -   468,380.      328,460.      MT  (+/- 180 meters Scaled)
 HG0467
 HG0467                          SUPERSEDED SURVEY CONTROL
 HG0467
 HG0467  NGVD 29 (??/??/92)  650.727  (m)         2134.93   (f) ADJ UNCH    2 0
 HG0467
 HG0467.Superseded values are not recommended for survey control.
 HG0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0467.See file dsdata.txt to determine how the superseded data were derived.
 HG0467
 HG0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG728259(NAD 83)
 HG0467_MARKER: DB = BENCH MARK DISK
 HG0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0467_STAMPING: P 182 1934
 HG0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0467+STABILITY: SURFACE MOTION
 HG0467
 HG0467  HISTORY     - Date     Condition        Report By
 HG0467  HISTORY     - 1934     MONUMENTED       CGS
 HG0467  HISTORY     - 1940     GOOD             NGS
 HG0467  HISTORY     - 1973     MARK NOT FOUND   USGS
 HG0467
 HG0467                          STATION DESCRIPTION
 HG0467
 HG0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0467'1.5 MI NE FROM COLDWATER.
 HG0467'ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA, AND SANTA FE RR.  105
 HG0467'FEET WEST OF RAILROAD CULVERT, 123 OA.  72 FEET SOUTHWEST OF
 HG0467'CENTERLINE OF U.S. HIGHWAY NO. 160.  46 FEET SOUTHEAST OF
 HG0467'NEAREST RAIL.  4.0 FEET WEST OF NORTH-SOUTH WIRE FENCE.  3.0
 HG0467'FEET EAST OF A 4X4 INCH WOODEN POST PAINTED WHITE PROJECTING
 HG0467'2.0 FEET.  STD. DISK BM IN CONCRETE POST PROJECTING 0.3 FOOT.
 HG0467
 HG0467                          STATION RECOVERY (1973)
 HG0467
 HG0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HG0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0263 ***********************************************************************
 HG0263  DESIGNATION -  P 183
 HG0263  PID         -  HG0263
 HG0263  STATE/COUNTY-  KS/BARBER
 HG0263  USGS QUAD   -  MEDICINE LODGE (1973)
 HG0263
 HG0263                         *CURRENT SURVEY CONTROL
 HG0263  ___________________________________________________________________
 HG0263* NAD 83(1986)-  37 17 27.     (N)    098 37 22.     (W)     SCALED    
 HG0263* NAVD 88     -       453.723  (meters)    1488.59   (feet)  ADJUSTED  
 HG0263  ___________________________________________________________________
 HG0263  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 HG0263  DYNAMIC HT  -         453.335 (meters)    1487.32  (feet)  COMP
 HG0263  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 HG0263
 HG0263  VERT ORDER  -  SECOND    CLASS 0
 HG0263
 HG0263.The horizontal coordinates were scaled from a topographic map and have
 HG0263.an estimated accuracy of +/- 6 seconds.
 HG0263
 HG0263.The orthometric height was determined by differential leveling
 HG0263.and adjusted by the National Geodetic Survey in June 1991..
 HG0263
 HG0263.The geoid height was determined by GEOID03.
 HG0263
 HG0263.The dynamic height is computed by dividing the NAVD 88
 HG0263.geopotential number by the normal gravity value computed on the
 HG0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0263.degrees latitude (g = 980.6199 gals.).
 HG0263
 HG0263.The modeled gravity was interpolated from observed gravity values.
 HG0263
 HG0263;                    North         East    Units  Estimated Accuracy
 HG0263;SPC KS S     -   469,280.      389,110.      MT  (+/- 180 meters Scaled)
 HG0263
 HG0263                          SUPERSEDED SURVEY CONTROL
 HG0263
 HG0263  NGVD 29 (??/??/92)  453.517  (m)         1487.91   (f) ADJ UNCH    2 0
 HG0263
 HG0263.Superseded values are not recommended for survey control.
 HG0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0263.See file dsdata.txt to determine how the superseded data were derived.
 HG0263
 HG0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG334272(NAD 83)
 HG0263_MARKER: DB = BENCH MARK DISK
 HG0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0263_STAMPING: P 183 1934
 HG0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0263+STABILITY: SURFACE MOTION
 HG0263
 HG0263  HISTORY     - Date     Condition        Report By
 HG0263  HISTORY     - 1934     MONUMENTED       CGS
 HG0263  HISTORY     - 1940     GOOD             NGS
 HG0263
 HG0263                          STATION DESCRIPTION
 HG0263
 HG0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0263'2 MI W FROM MEDICINE LODGE.
 HG0263'2.0 MILES WEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0263'TOPEKA, AND SANTA FE RR.  78 FEET SOUTH OF NEAREST RAIL.  60 FEET
 HG0263'SOUTH OF SIXTEENTH POLE WEST OF MILE POST NO. 21.  25 FEET WEST
 HG0263'OF CENTER LINE OF SECTION LINE ROAD.  4.0 FEET SOUTH OF 4X4 INCH
 HG0263'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  STD. DISK BM
 HG0263'IN CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0291 ***********************************************************************
 HG0291  DESIGNATION -  P 184
 HG0291  PID         -  HG0291
 HG0291  STATE/COUNTY-  KS/BARBER
 HG0291  USGS QUAD   -  MEDICINE LODGE (1973)
 HG0291
 HG0291                         *CURRENT SURVEY CONTROL
 HG0291  ___________________________________________________________________
 HG0291* NAD 83(1986)-  37 18 44.     (N)    098 35 12.     (W)     SCALED    
 HG0291* NAVD 88     -       464.724  (meters)    1524.68   (feet)  ADJUSTED  
 HG0291  ___________________________________________________________________
 HG0291  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 HG0291  DYNAMIC HT  -         464.327 (meters)    1523.38  (feet)  COMP
 HG0291  MODELED GRAV-     979,762.4   (mgal)                       NAVD 88
 HG0291
 HG0291  VERT ORDER  -  SECOND    CLASS 0
 HG0291
 HG0291.The horizontal coordinates were scaled from a topographic map and have
 HG0291.an estimated accuracy of +/- 6 seconds.
 HG0291
 HG0291.The orthometric height was determined by differential leveling
 HG0291.and adjusted by the National Geodetic Survey in June 1991..
 HG0291
 HG0291.The geoid height was determined by GEOID03.
 HG0291
 HG0291.The dynamic height is computed by dividing the NAVD 88
 HG0291.geopotential number by the normal gravity value computed on the
 HG0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0291.degrees latitude (g = 980.6199 gals.).
 HG0291
 HG0291.The modeled gravity was interpolated from observed gravity values.
 HG0291
 HG0291;                    North         East    Units  Estimated Accuracy
 HG0291;SPC KS S     -   471,650.      392,320.      MT  (+/- 180 meters Scaled)
 HG0291
 HG0291                          SUPERSEDED SURVEY CONTROL
 HG0291
 HG0291  NGVD 29 (??/??/92)  464.516  (m)         1524.00   (f) ADJ UNCH    2 0
 HG0291
 HG0291.Superseded values are not recommended for survey control.
 HG0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0291.See file dsdata.txt to determine how the superseded data were derived.
 HG0291
 HG0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG366295(NAD 83)
 HG0291_MARKER: DB = BENCH MARK DISK
 HG0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0291_STAMPING: P 184 1934
 HG0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0291+STABILITY: SURFACE MOTION
 HG0291
 HG0291  HISTORY     - Date     Condition        Report By
 HG0291  HISTORY     - 1934     MONUMENTED       CGS
 HG0291  HISTORY     - 1945     MARK NOT FOUND   NGS
 HG0291
 HG0291                          STATION DESCRIPTION
 HG0291
 HG0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0291'2.5 MI N FROM MEDICINE LODGE.
 HG0291'2.5 MILES NORTH ALONG U.S. HIGHWAY 281 FROM THE LINCOLN LIBRARY
 HG0291'AT MEDICINE LODGE, BARBER COUNTY, 110 FEET NORTHWEST OF A
 HG0291'WOODEN BRIDGE, AT THE BOTTOM OF A GRADE, 60 FEET WEST OF THE
 HG0291'CENTER LINE OF THE HIGHWAY, AND 35 FEET NORTHEAST OF THE CENTER
 HG0291'LINE OF A SECTION-LINE ROAD.  A STANDARD DISK, STAMPED P 184 1934
 HG0291'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED
 HG0291'AT THAT TIME THAT THE WOODEN BRIDGE HAS BEEN REPLACED BY A
 HG0291'METAL CULVERT.
 HG0291
 HG0291                          STATION RECOVERY (1945)
 HG0291
 HG0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 HG0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0172 ***********************************************************************
 HG0172  DESIGNATION -  P 185
 HG0172  PID         -  HG0172
 HG0172  STATE/COUNTY-  KS/HARPER
 HG0172  USGS QUAD   -  HARPER (1973)
 HG0172
 HG0172                         *CURRENT SURVEY CONTROL
 HG0172  ___________________________________________________________________
 HG0172* NAD 83(1986)-  37 17 28.     (N)    098 01 52.     (W)     SCALED    
 HG0172* NAVD 88     -       436.211  (meters)    1431.14   (feet)  ADJUSTED  
 HG0172  ___________________________________________________________________
 HG0172  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HG0172  DYNAMIC HT  -         435.846 (meters)    1429.94  (feet)  COMP
 HG0172  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 HG0172
 HG0172  VERT ORDER  -  FIRST     CLASS II
 HG0172
 HG0172.The horizontal coordinates were scaled from a topographic map and have
 HG0172.an estimated accuracy of +/- 6 seconds.
 HG0172
 HG0172.The orthometric height was determined by differential leveling
 HG0172.and adjusted by the National Geodetic Survey in June 1991..
 HG0172.WARNING-Repeat measurements at this control monument indicate possible
 HG0172.vertical movement.
 HG0172
 HG0172.The geoid height was determined by GEOID03.
 HG0172
 HG0172.The dynamic height is computed by dividing the NAVD 88
 HG0172.geopotential number by the normal gravity value computed on the
 HG0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0172.degrees latitude (g = 980.6199 gals.).
 HG0172
 HG0172.The modeled gravity was interpolated from observed gravity values.
 HG0172
 HG0172;                    North         East    Units  Estimated Accuracy
 HG0172;SPC KS S     -   469,410.      441,580.      MT  (+/- 180 meters Scaled)
 HG0172
 HG0172                          SUPERSEDED SURVEY CONTROL
 HG0172
 HG0172  NGVD 29 (??/??/92)  436.082  (m)         1430.71   (f) ADJ UNCH    1 2
 HG0172
 HG0172.Superseded values are not recommended for survey control.
 HG0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0172.See file dsdata.txt to determine how the superseded data were derived.
 HG0172
 HG0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG858276(NAD 83)
 HG0172_MARKER: DB = BENCH MARK DISK
 HG0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0172_SP_SET: CONCRETE FOUNDATION
 HG0172_STAMPING: P-185 1934
 HG0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0172
 HG0172  HISTORY     - Date     Condition        Report By
 HG0172  HISTORY     - 1934     MONUMENTED       CGS
 HG0172
 HG0172                          STATION DESCRIPTION
 HG0172
 HG0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0172'AT HARPER.
 HG0172'0.3 MILE WEST OF ATCHISON TOPEKA AND SANTA FE STATION, 0.15
 HG0172'MILE EAST OF INTERSECTION OF MAIN LINE OF ATCHISON TOPEKA AND
 HG0172'SANTA FE RAILROAD AND NORTH AND SOUTH LINE OF THE SAME RAILROAD,
 HG0172'35 FEET NORTH OF NEAREST RAIL OF MAIN TRACK, ON SOUTHWEST
 HG0172'CORNER OF NORTH CONCRETE FOUNDATION OF OVERHEAD SIGNAL TOWER.
 HG0172'AT HARPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0173 ***********************************************************************
 HG0173  DESIGNATION -  P 185 RESET
 HG0173  PID         -  HG0173
 HG0173  STATE/COUNTY-  KS/HARPER
 HG0173  USGS QUAD   -  HARPER (1973)
 HG0173
 HG0173                         *CURRENT SURVEY CONTROL
 HG0173  ___________________________________________________________________
 HG0173* NAD 83(1986)-  37 17 28.     (N)    098 01 52.     (W)     SCALED    
 HG0173* NAVD 88     -       436.21   (+/-2cm)    1431.1    (feet)  VERTCON   
 HG0173  ___________________________________________________________________
 HG0173  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HG0173
 HG0173  VERT ORDER  -  ? (See Below)
 HG0173
 HG0173.The horizontal coordinates were scaled from a topographic map and have
 HG0173.an estimated accuracy of +/- 6 seconds.
 HG0173
 HG0173.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0173.The vertical order pertains to the NGVD 29 superseded value.
 HG0173
 HG0173.The geoid height was determined by GEOID03.
 HG0173
 HG0173;                    North         East    Units  Estimated Accuracy
 HG0173;SPC KS S     -   469,410.      441,580.      MT  (+/- 180 meters Scaled)
 HG0173
 HG0173                          SUPERSEDED SURVEY CONTROL
 HG0173
 HG0173  NGVD 29 (??/??/92)  436.082  (m)         1430.71   (f) ADJ UNCH    ?  
 HG0173
 HG0173.Superseded values are not recommended for survey control.
 HG0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0173.See file dsdata.txt to determine how the superseded data were derived.
 HG0173
 HG0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG858276(NAD 83)
 HG0173_MARKER: DB = BENCH MARK DISK
 HG0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0173_SP_SET: CONCRETE BASE
 HG0173_STAMPING: P 185 1934 1949
 HG0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0173
 HG0173  HISTORY     - Date     Condition        Report By
 HG0173  HISTORY     - 1949     MONUMENTED       CGS
 HG0173  HISTORY     - 1953     GOOD             NGS
 HG0173  HISTORY     - 1985     MARK NOT FOUND   NGS
 HG0173
 HG0173                          STATION DESCRIPTION
 HG0173
 HG0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0173'0.3 MI W FROM HARPER.
 HG0173'0.3 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0173'FROM THE STATION AT HARPER, 0.1 MILE EAST OF THE CROSSING OF AN
 HG0173'EAST AND WEST LINE AND A NORTH AND SOUTH LINE OF THE ATCHISON,
 HG0173'TOPEKA AND SANTA FE RAILROAD, SET IN THE TOP OF THE SOUTHWEST
 HG0173'CORNER OF THE CONCRETE BASE OF A SIGNAL TOWER.  2 FEET ABOVE
 HG0173'THE GROUND.
 HG0173
 HG0173                          STATION RECOVERY (1985)
 HG0173
 HG0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0173'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0350 ***********************************************************************
 JH0350  DESIGNATION -  P 19
 JH0350  PID         -  JH0350
 JH0350  STATE/COUNTY-  KS/GREELEY
 JH0350  USGS QUAD   -  NORTH OF TRIBUNE (1970)
 JH0350
 JH0350                         *CURRENT SURVEY CONTROL
 JH0350  ___________________________________________________________________
 JH0350* NAD 83(1986)-  38 31 25.     (N)    101 45 10.     (W)     SCALED    
 JH0350* NAVD 88     -      1103.331  (meters)    3619.85   (feet)  ADJUSTED  
 JH0350  ___________________________________________________________________
 JH0350  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 JH0350  DYNAMIC HT  -        1102.341 (meters)    3616.60  (feet)  COMP
 JH0350  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 JH0350
 JH0350  VERT ORDER  -  SECOND    CLASS 0
 JH0350
 JH0350.The horizontal coordinates were scaled from a topographic map and have
 JH0350.an estimated accuracy of +/- 6 seconds.
 JH0350
 JH0350.The orthometric height was determined by differential leveling
 JH0350.and adjusted by the National Geodetic Survey in June 1991..
 JH0350
 JH0350.The geoid height was determined by GEOID03.
 JH0350
 JH0350.The dynamic height is computed by dividing the NAVD 88
 JH0350.geopotential number by the normal gravity value computed on the
 JH0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0350.degrees latitude (g = 980.6199 gals.).
 JH0350
 JH0350.The modeled gravity was interpolated from observed gravity values.
 JH0350
 JH0350;                    North         East    Units  Estimated Accuracy
 JH0350;SPC KS S     -   611,050.      116,400.      MT  (+/- 180 meters Scaled)
 JH0350
 JH0350                          SUPERSEDED SURVEY CONTROL
 JH0350
 JH0350  NGVD 29 (??/??/92) 1102.886  (m)         3618.39   (f) ADJ UNCH    2 0
 JH0350
 JH0350.Superseded values are not recommended for survey control.
 JH0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0350.See file dsdata.txt to determine how the superseded data were derived.
 JH0350
 JH0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH600675(NAD 83)
 JH0350_MARKER: DB = BENCH MARK DISK
 JH0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0350_STAMPING: P 19 1934
 JH0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0350+STABILITY: SURFACE MOTION
 JH0350
 JH0350  HISTORY     - Date     Condition        Report By
 JH0350  HISTORY     - 1934     MONUMENTED       CGS
 JH0350  HISTORY     - 1968     POOR             USGS
 JH0350
 JH0350                          STATION DESCRIPTION
 JH0350
 JH0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0350'3.8 MI N FROM TRIBUNE.
 JH0350'3.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM TRIBUNE, GREELEY
 JH0350'COUNTY, AT THE NORTHEAST CORNER OF SECTION 5, T 18 S, R 40 W,
 JH0350'AT A ROAD INTERSECTION, 64 FEET WEST OF THE CENTERLINE OF THE
 JH0350'HIGHWAY, AND 22 FEET SOUTH OF THE CENTERLINE OF THE COUNTY
 JH0350'ROAD, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK
 JH0350'IS LEANING VERY SLIGHTLY BUT IS INTACT IN THE GROUND.
 JH0350
 JH0350                          STATION RECOVERY (1968)
 JH0350
 JH0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JH0350'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0199 ***********************************************************************
 HH0199  DESIGNATION -  P 191
 HH0199  PID         -  HH0199
 HH0199  STATE/COUNTY-  KS/GRAY
 HH0199  USGS QUAD   -  COPELAND SE (1969)
 HH0199
 HH0199                         *CURRENT SURVEY CONTROL
 HH0199  ___________________________________________________________________
 HH0199* NAD 83(1986)-  37 33 12.     (N)    100 35 36.     (W)     SCALED    
 HH0199* NAVD 88     -       845.756  (meters)    2774.78   (feet)  ADJUSTED  
 HH0199  ___________________________________________________________________
 HH0199  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HH0199  DYNAMIC HT  -         844.975 (meters)    2772.22  (feet)  COMP
 HH0199  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 HH0199
 HH0199  VERT ORDER  -  SECOND    CLASS 0
 HH0199
 HH0199.The horizontal coordinates were scaled from a topographic map and have
 HH0199.an estimated accuracy of +/- 6 seconds.
 HH0199
 HH0199.The orthometric height was determined by differential leveling
 HH0199.and adjusted by the National Geodetic Survey in June 1991..
 HH0199
 HH0199.The geoid height was determined by GEOID03.
 HH0199
 HH0199.The dynamic height is computed by dividing the NAVD 88
 HH0199.geopotential number by the normal gravity value computed on the
 HH0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0199.degrees latitude (g = 980.6199 gals.).
 HH0199
 HH0199.The modeled gravity was interpolated from observed gravity values.
 HH0199
 HH0199;                    North         East    Units  Estimated Accuracy
 HH0199;SPC KS S     -   500,480.      215,050.      MT  (+/- 180 meters Scaled)
 HH0199
 HH0199                          SUPERSEDED SURVEY CONTROL
 HH0199
 HH0199  NGVD 29 (??/??/92)  845.392  (m)         2773.59   (f) ADJ UNCH    2 0
 HH0199
 HH0199.Superseded values are not recommended for survey control.
 HH0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0199.See file dsdata.txt to determine how the superseded data were derived.
 HH0199
 HH0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG592574(NAD 83)
 HH0199_MARKER: DB = BENCH MARK DISK
 HH0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0199_STAMPING: P 191 1934
 HH0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0199+STABILITY: SURFACE MOTION
 HH0199
 HH0199  HISTORY     - Date     Condition        Report By
 HH0199  HISTORY     - 1934     MONUMENTED       CGS
 HH0199  HISTORY     - 1963     GOOD             LOCSUR
 HH0199
 HH0199                          STATION DESCRIPTION
 HH0199
 HH0199'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 HH0199'2.1 MI NE FROM COPELAND.
 HH0199'ABOUT 2.1 MILES NORTHEAST ALONG AT AND SF RY. FROM THE STATION
 HH0199'AT COPELAND, GRAY CO., 6 FEET EAST OF MILEPOST 35, 56 FEET
 HH0199'NORTHWEST OF THE CENTER LINE OF STATE HWY. 45, 44 FEET
 HH0199'SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND 1 FOOT NORTHWEST
 HH0199'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED P 191 1934
 HH0199'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STATE HWY. 45
 HH0199'MENTIONED IN THE DESCRIPTION IS NOW U.S. HWY. 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0551 ***********************************************************************
 HG0551  DESIGNATION -  P 192
 HG0551  PID         -  HG0551
 HG0551  STATE/COUNTY-  KS/FORD
 HG0551  USGS QUAD   -  BELLEFONT (1972)
 HG0551
 HG0551                         *CURRENT SURVEY CONTROL
 HG0551  ___________________________________________________________________
 HG0551* NAD 83(1986)-  37 51 50.     (N)    099 42 19.     (W)     SCALED    
 HG0551* NAVD 88     -       736.246  (meters)    2415.50   (feet)  ADJUSTED  
 HG0551  ___________________________________________________________________
 HG0551  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 HG0551  DYNAMIC HT  -         735.626 (meters)    2413.47  (feet)  COMP
 HG0551  MODELED GRAV-     979,762.8   (mgal)                       NAVD 88
 HG0551
 HG0551  VERT ORDER  -  SECOND    CLASS 0
 HG0551
 HG0551.The horizontal coordinates were scaled from a topographic map and have
 HG0551.an estimated accuracy of +/- 6 seconds.
 HG0551
 HG0551.The orthometric height was determined by differential leveling
 HG0551.and adjusted by the National Geodetic Survey in June 1991..
 HG0551
 HG0551.The geoid height was determined by GEOID03.
 HG0551
 HG0551.The dynamic height is computed by dividing the NAVD 88
 HG0551.geopotential number by the normal gravity value computed on the
 HG0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0551.degrees latitude (g = 980.6199 gals.).
 HG0551
 HG0551.The modeled gravity was interpolated from observed gravity values.
 HG0551
 HG0551;                    North         East    Units  Estimated Accuracy
 HG0551;SPC KS S     -   533,560.      293,950.      MT  (+/- 180 meters Scaled)
 HG0551
 HG0551                          SUPERSEDED SURVEY CONTROL
 HG0551
 HG0551  NGVD 29 (??/??/92)  735.949  (m)         2414.53   (f) ADJ UNCH    2 0
 HG0551
 HG0551.Superseded values are not recommended for survey control.
 HG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0551.See file dsdata.txt to determine how the superseded data were derived.
 HG0551
 HG0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG379909(NAD 83)
 HG0551_MARKER: DB = BENCH MARK DISK
 HG0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0551_STAMPING: P 192 1934
 HG0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0551+STABILITY: SURFACE MOTION
 HG0551
 HG0551  HISTORY     - Date     Condition        Report By
 HG0551  HISTORY     - 1934     MONUMENTED       CGS
 HG0551
 HG0551                          STATION DESCRIPTION
 HG0551
 HG0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0551'3 MI E FROM SPEARVILLE.
 HG0551'ABOUT 3.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0551'RAILWAY FROM THE MAIN STREET CROSSING AT SPEARVILLE, FORD COUNTY,
 HG0551'ABOUT 90 FEET NORTH OF MILEPOST 333, 48 FEET NORTH OF THE CENTER
 HG0551'LINE OF THE TRACK, AND 42 FEET SOUTH OF THE CENTER LINE OF U.S.
 HG0551'HIGHWAY 50 S.  A STANDARD DISK, STAMPED P 192 1934 AND SET IN
 HG0551'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0380 ***********************************************************************
 HG0380  DESIGNATION -  P 193
 HG0380  PID         -  HG0380
 HG0380  STATE/COUNTY-  KS/EDWARDS
 HG0380  USGS QUAD   -  CENTERVIEW (1972)
 HG0380
 HG0380                         *CURRENT SURVEY CONTROL
 HG0380  ___________________________________________________________________
 HG0380* NAD 83(1986)-  37 49 32.     (N)    099 19 59.     (W)     SCALED    
 HG0380* NAVD 88     -       667.395  (meters)    2189.61   (feet)  ADJUSTED  
 HG0380  ___________________________________________________________________
 HG0380  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 HG0380  DYNAMIC HT  -         666.841 (meters)    2187.79  (feet)  COMP
 HG0380  MODELED GRAV-     979,777.4   (mgal)                       NAVD 88
 HG0380
 HG0380  VERT ORDER  -  SECOND    CLASS 0
 HG0380
 HG0380.The horizontal coordinates were scaled from a topographic map and have
 HG0380.an estimated accuracy of +/- 6 seconds.
 HG0380
 HG0380.The orthometric height was determined by differential leveling
 HG0380.and adjusted by the National Geodetic Survey in June 1991..
 HG0380
 HG0380.The geoid height was determined by GEOID03.
 HG0380
 HG0380.The dynamic height is computed by dividing the NAVD 88
 HG0380.geopotential number by the normal gravity value computed on the
 HG0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0380.degrees latitude (g = 980.6199 gals.).
 HG0380
 HG0380.The modeled gravity was interpolated from observed gravity values.
 HG0380
 HG0380;                    North         East    Units  Estimated Accuracy
 HG0380;SPC KS S     -   528,950.      326,660.      MT  (+/- 180 meters Scaled)
 HG0380
 HG0380                          SUPERSEDED SURVEY CONTROL
 HG0380
 HG0380  NGVD 29 (??/??/92)  667.128  (m)         2188.74   (f) ADJ UNCH    2 0
 HG0380
 HG0380.Superseded values are not recommended for survey control.
 HG0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0380.See file dsdata.txt to determine how the superseded data were derived.
 HG0380
 HG0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG706865(NAD 83)
 HG0380_MARKER: DB = BENCH MARK DISK
 HG0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0380_STAMPING: P-193 1934
 HG0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0380+STABILITY: SURFACE MOTION
 HG0380
 HG0380  HISTORY     - Date     Condition        Report By
 HG0380  HISTORY     - 1934     MONUMENTED       CGS
 HG0380
 HG0380                          STATION DESCRIPTION
 HG0380
 HG0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0380'9.5 MI S FROM KINSLEY.
 HG0380'9.5 MILES SOUTH OF AT AND SF RR DEPOT AT KINSLEY 42 FEET NORTH OF
 HG0380'CENTERLINE OF STATE HIGHWAY 1.  37 FEET WEST OF SIDE ROAD TO
 HG0380'THE NORTH.  2 FEET NORTH OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0381 ***********************************************************************
 HG0381  DESIGNATION -  P 193 RESET
 HG0381  PID         -  HG0381
 HG0381  STATE/COUNTY-  KS/EDWARDS
 HG0381  USGS QUAD   -  CENTERVIEW (1972)
 HG0381
 HG0381                         *CURRENT SURVEY CONTROL
 HG0381  ___________________________________________________________________
 HG0381* NAD 83(1986)-  37 49 33.     (N)    099 19 59.     (W)     SCALED    
 HG0381* NAVD 88     -       667.29   (meters)    2189.3    (feet)  RESET     
 HG0381  ___________________________________________________________________
 HG0381  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 HG0381
 HG0381  VERT ORDER  -  THIRD
 HG0381
 HG0381.The horizontal coordinates were scaled from a topographic map and have
 HG0381.an estimated accuracy of +/- 6 seconds.
 HG0381
 HG0381.The orthometric height was computed from unverified reset data.
 HG0381
 HG0381.The geoid height was determined by GEOID03.
 HG0381
 HG0381;                    North         East    Units  Estimated Accuracy
 HG0381;SPC KS S     -   528,980.      326,660.      MT  (+/- 180 meters Scaled)
 HG0381
 HG0381                          SUPERSEDED SURVEY CONTROL
 HG0381
 HG0381.No superseded survey control is available for this station.
 HG0381
 HG0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG706865(NAD 83)
 HG0381_MARKER: DB = BENCH MARK DISK
 HG0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0381_STAMPING: P 193 RESET 1965
 HG0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0381+STABILITY: SURFACE MOTION
 HG0381
 HG0381  HISTORY     - Date     Condition        Report By
 HG0381  HISTORY     - 1965     MONUMENTED       LOCENG
 HG0381
 HG0381                          STATION DESCRIPTION
 HG0381
 HG0381'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 HG0381'8.8 MI SE FROM KINSLEY.
 HG0381'ABOUT 6.0 MILES SOUTH SOUTHEAST ON U.S. 183 FROM SOUTH CITY
 HG0381'LIMITS OF KINSLEY, KANSAS TO JUNCTION OF 183 AND FAS 220, THENCE,
 HG0381'2.87 MILES EAST TO THE MARK LOCATED 40 FEET LEFT OF STATION
 HG0381'151+69.5, NW. OF SECTION CORNER 31 AND 32, T25S, R182, SET IN THE
 HG0381'TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0531 ***********************************************************************
 JG0531  DESIGNATION -  P 194
 JG0531  PID         -  JG0531
 JG0531  STATE/COUNTY-  KS/NESS
 JG0531  USGS QUAD   -  MC CRACKEN SW (1966)
 JG0531
 JG0531                         *CURRENT SURVEY CONTROL
 JG0531  ___________________________________________________________________
 JG0531* NAD 83(1986)-  38 37 02.     (N)    099 43 02.     (W)     SCALED    
 JG0531* NAVD 88     -       724.483  (meters)    2376.91   (feet)  ADJUSTED  
 JG0531  ___________________________________________________________________
 JG0531  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 JG0531  DYNAMIC HT  -         723.913 (meters)    2375.04  (feet)  COMP
 JG0531  MODELED GRAV-     979,817.4   (mgal)                       NAVD 88
 JG0531
 JG0531  VERT ORDER  -  SECOND    CLASS 0
 JG0531
 JG0531.The horizontal coordinates were scaled from a topographic map and have
 JG0531.an estimated accuracy of +/- 6 seconds.
 JG0531
 JG0531.The orthometric height was determined by differential leveling
 JG0531.and adjusted by the National Geodetic Survey in June 1991..
 JG0531
 JG0531.The geoid height was determined by GEOID03.
 JG0531
 JG0531.The dynamic height is computed by dividing the NAVD 88
 JG0531.geopotential number by the normal gravity value computed on the
 JG0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0531.degrees latitude (g = 980.6199 gals.).
 JG0531
 JG0531.The modeled gravity was interpolated from observed gravity values.
 JG0531
 JG0531;                    North         East    Units  Estimated Accuracy
 JG0531;SPC KS S     -   617,180.      293,990.      MT  (+/- 180 meters Scaled)
 JG0531
 JG0531                          SUPERSEDED SURVEY CONTROL
 JG0531
 JG0531  NGVD 29 (??/??/92)  724.184  (m)         2375.93   (f) ADJ UNCH    2 0
 JG0531
 JG0531.Superseded values are not recommended for survey control.
 JG0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0531.See file dsdata.txt to determine how the superseded data were derived.
 JG0531
 JG0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH375745(NAD 83)
 JG0531_MARKER: DB = BENCH MARK DISK
 JG0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0531_STAMPING: P 194 1934
 JG0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0531+STABILITY: SURFACE MOTION
 JG0531
 JG0531  HISTORY     - Date     Condition        Report By
 JG0531  HISTORY     - 1934     MONUMENTED       CGS
 JG0531  HISTORY     - 1940     GOOD             NGS
 JG0531
 JG0531                          STATION DESCRIPTION
 JG0531
 JG0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0531'2.1 MI E FROM BROWNELL.
 JG0531'2.1 MILES EAST OF THE DEPOT IN BROWNELL BENCH MARK IS ALONG THE
 JG0531'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  410 FEET WEST OF
 JG0531'MILEPOST NO. 614.  48 FEET SOUTH OF THE CENTER LINE OF THE TRACK.
 JG0531'3.0 FEET EAST OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING 18
 JG0531'INCHES.  2.0 FEET NORTH OF A WIRE FENCE.  A STD. DISK B M IN
 JG0531'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0206 ***********************************************************************
 JG0206  DESIGNATION -  P 195
 JG0206  PID         -  JG0206
 JG0206  STATE/COUNTY-  KS/BARTON
 JG0206  USGS QUAD   -  OLMITZ (1969)
 JG0206
 JG0206                         *CURRENT SURVEY CONTROL
 JG0206  ___________________________________________________________________
 JG0206* NAD 83(1986)-  38 30 50.     (N)    098 55 19.     (W)     SCALED    
 JG0206* NAVD 88     -       603.213  (meters)    1979.04   (feet)  ADJUSTED  
 JG0206  ___________________________________________________________________
 JG0206  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0206  DYNAMIC HT  -         602.764 (meters)    1977.57  (feet)  COMP
 JG0206  MODELED GRAV-     979,864.9   (mgal)                       NAVD 88
 JG0206
 JG0206  VERT ORDER  -  SECOND    CLASS 0
 JG0206
 JG0206.The horizontal coordinates were scaled from a topographic map and have
 JG0206.an estimated accuracy of +/- 6 seconds.
 JG0206
 JG0206.The orthometric height was determined by differential leveling
 JG0206.and adjusted by the National Geodetic Survey in June 1991..
 JG0206
 JG0206.The geoid height was determined by GEOID03.
 JG0206
 JG0206.The dynamic height is computed by dividing the NAVD 88
 JG0206.geopotential number by the normal gravity value computed on the
 JG0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0206.degrees latitude (g = 980.6199 gals.).
 JG0206
 JG0206.The modeled gravity was interpolated from observed gravity values.
 JG0206
 JG0206;                    North         East    Units  Estimated Accuracy
 JG0206;SPC KS S     -   605,100.      363,200.      MT  (+/- 180 meters Scaled)
 JG0206
 JG0206                          SUPERSEDED SURVEY CONTROL
 JG0206
 JG0206  NGVD 29 (??/??/92)  602.982  (m)         1978.28   (f) ADJ UNCH    2 0
 JG0206
 JG0206.Superseded values are not recommended for survey control.
 JG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0206.See file dsdata.txt to determine how the superseded data were derived.
 JG0206
 JG0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH068628(NAD 83)
 JG0206_MARKER: DB = BENCH MARK DISK
 JG0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0206_STAMPING: P 195 1934
 JG0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0206+STABILITY: SURFACE MOTION
 JG0206
 JG0206  HISTORY     - Date     Condition        Report By
 JG0206  HISTORY     - 1934     MONUMENTED       CGS
 JG0206
 JG0206                          STATION DESCRIPTION
 JG0206
 JG0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0206'5.3 MI W FROM BOYD.
 JG0206'5.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0206'STATION AT BOYD, BARTON COUNTY, 98 FEET NORTHEAST OF THE
 JG0206'EIGHTH POLE WEST OF MILEPOST 568, 48 FEET NORTH OF THE
 JG0206'CENTER LINE OF THE MAIN TRACK, AND 2 FEET SOUTH OF A FENCE
 JG0206'CORNER.  A STANDARD DISK, STAMPED P 195 1934 AND SET IN
 JG0206'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0091 ***********************************************************************
 JG0091  DESIGNATION -  P 196
 JG0091  PID         -  JG0091
 JG0091  STATE/COUNTY-  KS/RICE
 JG0091  USGS QUAD   -  HOLYROOD (1964)
 JG0091
 JG0091                         *CURRENT SURVEY CONTROL
 JG0091  ___________________________________________________________________
 JG0091* NAD 83(1986)-  38 30 51.     (N)    098 26 35.     (W)     SCALED    
 JG0091* NAVD 88     -       542.318  (meters)    1779.26   (feet)  ADJUSTED  
 JG0091  ___________________________________________________________________
 JG0091  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 JG0091  DYNAMIC HT  -         541.922 (meters)    1777.96  (feet)  COMP
 JG0091  MODELED GRAV-     979,879.8   (mgal)                       NAVD 88
 JG0091
 JG0091  VERT ORDER  -  SECOND    CLASS 0
 JG0091
 JG0091.The horizontal coordinates were scaled from a topographic map and have
 JG0091.an estimated accuracy of +/- 6 seconds.
 JG0091
 JG0091.The orthometric height was determined by differential leveling
 JG0091.and adjusted by the National Geodetic Survey in June 1991..
 JG0091
 JG0091.The geoid height was determined by GEOID03.
 JG0091
 JG0091.The dynamic height is computed by dividing the NAVD 88
 JG0091.geopotential number by the normal gravity value computed on the
 JG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0091.degrees latitude (g = 980.6199 gals.).
 JG0091
 JG0091.The modeled gravity was interpolated from observed gravity values.
 JG0091
 JG0091;                    North         East    Units  Estimated Accuracy
 JG0091;SPC KS S     -   605,050.      404,970.      MT  (+/- 180 meters Scaled)
 JG0091
 JG0091                          SUPERSEDED SURVEY CONTROL
 JG0091
 JG0091  NGVD 29 (??/??/92)  542.136  (m)         1778.66   (f) ADJ UNCH    2 0
 JG0091
 JG0091.Superseded values are not recommended for survey control.
 JG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0091.See file dsdata.txt to determine how the superseded data were derived.
 JG0091
 JG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH485630(NAD 83)
 JG0091_MARKER: DB = BENCH MARK DISK
 JG0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0091_STAMPING: P 196 1934
 JG0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0091+STABILITY: SURFACE MOTION
 JG0091
 JG0091  HISTORY     - Date     Condition        Report By
 JG0091  HISTORY     - 1934     MONUMENTED       CGS
 JG0091
 JG0091                          STATION DESCRIPTION
 JG0091
 JG0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0091'10.4 MI W FROM FREDERICK.
 JG0091'10.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0091'CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT FREDERICK,
 JG0091'RICE COUNTY, 65 FEET WEST OF THE FIFTH POLE WEST OF MILEPOST
 JG0091'540, 39 FEET EAST OF A NORTH-AND-SOUTH SECTION-LINE ROAD, AND
 JG0091'40 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 JG0091'DISK, STAMPED P 196 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1087 ***********************************************************************
 JF1087  DESIGNATION -  P 197
 JF1087  PID         -  JF1087
 JF1087  STATE/COUNTY-  KS/MCPHERSON
 JF1087  USGS QUAD   -  LINDSBORG (1979)
 JF1087
 JF1087                         *CURRENT SURVEY CONTROL
 JF1087  ___________________________________________________________________
 JF1087* NAD 83(1986)-  38 33 05.     (N)    097 40 19.     (W)     SCALED    
 JF1087* NAVD 88     -       409.564  (meters)    1343.71   (feet)  ADJUSTED  
 JF1087  ___________________________________________________________________
 JF1087  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 JF1087  DYNAMIC HT  -         409.276 (meters)    1342.77  (feet)  COMP
 JF1087  MODELED GRAV-     979,911.7   (mgal)                       NAVD 88
 JF1087
 JF1087  VERT ORDER  -  FIRST     CLASS II
 JF1087
 JF1087.The horizontal coordinates were scaled from a topographic map and have
 JF1087.an estimated accuracy of +/- 6 seconds.
 JF1087
 JF1087.The orthometric height was determined by differential leveling
 JF1087.and adjusted by the National Geodetic Survey in June 1991..
 JF1087.WARNING-Repeat measurements at this control monument indicate possible
 JF1087.vertical movement.
 JF1087
 JF1087.The geoid height was determined by GEOID03.
 JF1087
 JF1087.The dynamic height is computed by dividing the NAVD 88
 JF1087.geopotential number by the normal gravity value computed on the
 JF1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1087.degrees latitude (g = 980.6199 gals.).
 JF1087
 JF1087.The modeled gravity was interpolated from observed gravity values.
 JF1087
 JF1087;                    North         East    Units  Estimated Accuracy
 JF1087;SPC KS S     -   609,500.      472,180.      MT  (+/- 180 meters Scaled)
 JF1087
 JF1087                          SUPERSEDED SURVEY CONTROL
 JF1087
 JF1087  NGVD 29 (??/??/92)  409.432  (m)         1343.28   (f) ADJ UNCH    1 2
 JF1087
 JF1087.Superseded values are not recommended for survey control.
 JF1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1087.See file dsdata.txt to determine how the superseded data were derived.
 JF1087
 JF1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH157678(NAD 83)
 JF1087_MARKER: DB = BENCH MARK DISK
 JF1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1087_SP_SET: CONCRETE POST
 JF1087_STAMPING: P 197 1934
 JF1087_MARK LOGO: CGS   
 JF1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1087+STABILITY: SURFACE MOTION
 JF1087
 JF1087  HISTORY     - Date     Condition        Report By
 JF1087  HISTORY     - 1934     MONUMENTED       CGS
 JF1087  HISTORY     - 1970     GOOD             NGS
 JF1087  HISTORY     - 1986     GOOD             NGS
 JF1087
 JF1087                          STATION DESCRIPTION
 JF1087
 JF1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1087'1.5 MI S FROM LINDSBORG.
 JF1087'ABOUT 1.5 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1087'STATION AT LINDSBORG, 41 FEET NORTHEAST OF THE CENTER OF A
 JF1087'CROSSING OF THE RAILROAD AND A NARROW GRAVELED ROAD, 28 1/2
 JF1087'FEET EAST OF THE EAST RAIL, 22 FEET NORTH OF THE CENTER LINE
 JF1087'OF THE ROAD, 3 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET WEST
 JF1087'OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A METAL WITNESS POST,
 JF1087'ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE
 JF1087'POST PROJECTING 0.2 FOOT.  SEC 20, T17S, R 3W
 JF1087
 JF1087                          STATION RECOVERY (1986)
 JF1087
 JF1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1087'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  22.6 KM (14.05
 JF1087'MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1087'THE SOUTHERN PACIFIC RAILROAD IN MCPHERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0106 ***********************************************************************
 JG0106  DESIGNATION -  P 198
 JG0106  PID         -  JG0106
 JG0106  STATE/COUNTY-  KS/RICE
 JG0106  USGS QUAD   -  ALDEN (1967)
 JG0106
 JG0106                         *CURRENT SURVEY CONTROL
 JG0106  ___________________________________________________________________
 JG0106* NAD 83(1986)-  38 14 48.     (N)    098 19 33.     (W)     SCALED    
 JG0106* NAVD 88     -       513.246  (meters)    1683.87   (feet)  ADJUSTED  
 JG0106  ___________________________________________________________________
 JG0106  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 JG0106  DYNAMIC HT  -         512.856 (meters)    1682.60  (feet)  COMP
 JG0106  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 JG0106
 JG0106  VERT ORDER  -  SECOND    CLASS 0
 JG0106
 JG0106.The horizontal coordinates were scaled from a topographic map and have
 JG0106.an estimated accuracy of +/- 6 seconds.
 JG0106
 JG0106.The orthometric height was determined by differential leveling
 JG0106.and adjusted by the National Geodetic Survey in June 1991..
 JG0106
 JG0106.The geoid height was determined by GEOID03.
 JG0106
 JG0106.The dynamic height is computed by dividing the NAVD 88
 JG0106.geopotential number by the normal gravity value computed on the
 JG0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0106.degrees latitude (g = 980.6199 gals.).
 JG0106
 JG0106.The modeled gravity was interpolated from observed gravity values.
 JG0106
 JG0106;                    North         East    Units  Estimated Accuracy
 JG0106;SPC KS S     -   575,370.      415,250.      MT  (+/- 180 meters Scaled)
 JG0106
 JG0106                          SUPERSEDED SURVEY CONTROL
 JG0106
 JG0106  NGVD 29 (??/??/92)  513.102  (m)         1683.40   (f) ADJ UNCH    2 0
 JG0106
 JG0106.Superseded values are not recommended for survey control.
 JG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0106.See file dsdata.txt to determine how the superseded data were derived.
 JG0106
 JG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH589333(NAD 83)
 JG0106_MARKER: DB = BENCH MARK DISK
 JG0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0106_STAMPING: P 198 1934
 JG0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0106+STABILITY: SURFACE MOTION
 JG0106
 JG0106  HISTORY     - Date     Condition        Report By
 JG0106  HISTORY     - 1934     MONUMENTED       CGS
 JG0106  HISTORY     - 1943     GOOD             NGS
 JG0106
 JG0106                          STATION DESCRIPTION
 JG0106
 JG0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JG0106'16.3 MI SE FROM ELLINWOOD.
 JG0106'IN RICE COUNTY, 16.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA
 JG0106'AND SANTA FE RAILWAY FROM THE STATION AT ELLINWOOD, BARTON
 JG0106'COUNTY, AT A ROAD CROSSING, 33 FEET NORTH OF THE CENTERLINE OF
 JG0106'THE TRACK, 30 FEET WEST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 JG0106'SECTION-LINE ROAD, 15 FEET NORTHWEST OF THE RAILROAD
 JG0106'CROSSING-SIGN, AND 15 FEET SOUTH OF A FENCE CORNER.  A STANDARD
 JG0106'DISK, STAMPED P 198 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0898 ***********************************************************************
 JF0898  DESIGNATION -  P 199
 JF0898  PID         -  JF0898
 JF0898  STATE/COUNTY-  KS/RENO
 JF0898  USGS QUAD   -  HUTCHINSON (1978)
 JF0898
 JF0898                         *CURRENT SURVEY CONTROL
 JF0898  ___________________________________________________________________
 JF0898* NAD 83(1986)-  38 01 55.     (N)    097 58 09.     (W)     SCALED    
 JF0898* NAVD 88     -       472.919  (meters)    1551.57   (feet)  ADJUSTED  
 JF0898  ___________________________________________________________________
 JF0898  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF0898  DYNAMIC HT  -         472.552 (meters)    1550.36  (feet)  COMP
 JF0898  MODELED GRAV-     979,839.0   (mgal)                       NAVD 88
 JF0898
 JF0898  VERT ORDER  -  SECOND    CLASS 0
 JF0898
 JF0898.The horizontal coordinates were scaled from a topographic map and have
 JF0898.an estimated accuracy of +/- 6 seconds.
 JF0898
 JF0898.The orthometric height was determined by differential leveling
 JF0898.and adjusted by the National Geodetic Survey in June 1991..
 JF0898
 JF0898.The geoid height was determined by GEOID03.
 JF0898
 JF0898.The dynamic height is computed by dividing the NAVD 88
 JF0898.geopotential number by the normal gravity value computed on the
 JF0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0898.degrees latitude (g = 980.6199 gals.).
 JF0898
 JF0898.The modeled gravity was interpolated from observed gravity values.
 JF0898
 JF0898;                    North         East    Units  Estimated Accuracy
 JF0898;SPC KS S     -   551,660.      446,600.      MT  (+/- 180 meters Scaled)
 JF0898
 JF0898                          SUPERSEDED SURVEY CONTROL
 JF0898
 JF0898  NGVD 29 (??/??/92)  472.768  (m)         1551.07   (f) ADJ UNCH    2 0
 JF0898
 JF0898.Superseded values are not recommended for survey control.
 JF0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0898.See file dsdata.txt to determine how the superseded data were derived.
 JF0898
 JF0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH904098(NAD 83)
 JF0898_MARKER: DB = BENCH MARK DISK
 JF0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0898_STAMPING: P 199 1934
 JF0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0898+STABILITY: SURFACE MOTION
 JF0898
 JF0898  HISTORY     - Date     Condition        Report By
 JF0898  HISTORY     - 1934     MONUMENTED       CGS
 JF0898  HISTORY     - 1963     GOOD             LOCENG
 JF0898
 JF0898                          STATION DESCRIPTION
 JF0898
 JF0898'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 JF0898'3 MI SW FROM HUTCHINSON.
 JF0898'3.0 MILES SOUTHWEST ALONG THE AT AND SF RY. FROM THE STATION AT
 JF0898'HUTCHISON, RENO COUNTY, 2 FEET SOUTHEAST OF MILEPOST 221, 42 FEET
 JF0898'SOUTHEAST OF THE CENTER LINE OF THE TRACK, 162 FEET SOUTHWEST
 JF0898'OF THE CRI AND P RR MILEPOST 247-30, AND 58 FEET NORTHWEST OF THE
 JF0898'CENTER LINE OF THE CRI AND P RR TRACK.  A STANDARD DISK, STAMPED
 JF0898'P 199 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0380 ***********************************************************************
 JH0380  DESIGNATION -  P 2
 JH0380  PID         -  JH0380
 JH0380  STATE/COUNTY-  KS/WALLACE
 JH0380  USGS QUAD   -  WALLACE (1979)
 JH0380
 JH0380                         *CURRENT SURVEY CONTROL
 JH0380  ___________________________________________________________________
 JH0380* NAD 83(1986)-  38 54 44.     (N)    101 35 33.     (W)     SCALED    
 JH0380* NAVD 88     -      1010.431  (meters)    3315.06   (feet)  ADJUSTED  
 JH0380  ___________________________________________________________________
 JH0380  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 JH0380  DYNAMIC HT  -        1009.571 (meters)    3312.23  (feet)  COMP
 JH0380  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 JH0380
 JH0380  VERT ORDER  -  FIRST     CLASS II
 JH0380
 JH0380.The horizontal coordinates were scaled from a topographic map and have
 JH0380.an estimated accuracy of +/- 6 seconds.
 JH0380
 JH0380.The orthometric height was determined by differential leveling
 JH0380.and adjusted by the National Geodetic Survey in June 1991..
 JH0380
 JH0380.The geoid height was determined by GEOID03.
 JH0380
 JH0380.The dynamic height is computed by dividing the NAVD 88
 JH0380.geopotential number by the normal gravity value computed on the
 JH0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0380.degrees latitude (g = 980.6199 gals.).
 JH0380
 JH0380.The modeled gravity was interpolated from observed gravity values.
 JH0380
 JH0380;                    North         East    Units  Estimated Accuracy
 JH0380;SPC KS N     -    70,440.       88,500.      MT  (+/- 180 meters Scaled)
 JH0380
 JH0380                          SUPERSEDED SURVEY CONTROL
 JH0380
 JH0380  NGVD 29 (??/??/92) 1010.028  (m)         3313.73   (f) ADJ UNCH    1 2
 JH0380
 JH0380.Superseded values are not recommended for survey control.
 JH0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0380.See file dsdata.txt to determine how the superseded data were derived.
 JH0380
 JH0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ752102(NAD 83)
 JH0380_MARKER: DB = BENCH MARK DISK
 JH0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0380+STABILITY: SURFACE MOTION
 JH0380
 JH0380  HISTORY     - Date     Condition        Report By
 JH0380  HISTORY     - UNK      MONUMENTED       CGS
 JH0380  HISTORY     - 1952     GOOD             NGS
 JH0380
 JH0380                          STATION DESCRIPTION
 JH0380
 JH0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0380'AT WALLACE.
 JH0380'AT WALLACE, AT THE NORTHEAST CORNER OF A YARD FENCE AROUND
 JH0380'A LARGE STONE HOUSE, ITIS NOW OCCUPIED BY THE SECTION FOREMAN,
 JH0380'142.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 211
 JH0380'FEET NORTHWEST OF BENCH MARK L 5, 30.5 FEET SOUTHWEST OF A
 JH0380'FENCE CORNER, 14.8 FEET SOUTH OF A WIRE FENCE, 2.7 FEET ABOVE
 JH0380'THE GROUND, A CHISELED SQUARE IN THE TOP OF THE MOST WESTERLY
 JH0380'ONE OF TWO SANDSTONE POSTS, SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0586 ***********************************************************************
 JG0586  DESIGNATION -  P 20 RESET
 JG0586  PID         -  JG0586
 JG0586  STATE/COUNTY-  KS/TREGO
 JG0586  USGS QUAD   -  TREGO CENTER (1960)
 JG0586
 JG0586                         *CURRENT SURVEY CONTROL
 JG0586  ___________________________________________________________________
 JG0586* NAD 83(1986)-  38 59 10.     (N)    099 53 23.     (W)     SCALED    
 JG0586* NAVD 88     -       726.65   (meters)    2384.0    (feet)  RESET     
 JG0586  ___________________________________________________________________
 JG0586  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 JG0586
 JG0586  VERT ORDER  -  THIRD
 JG0586
 JG0586.The horizontal coordinates were scaled from a topographic map and have
 JG0586.an estimated accuracy of +/- 6 seconds.
 JG0586
 JG0586.The orthometric height was computed from unverified reset data.
 JG0586
 JG0586.The geoid height was determined by GEOID03.
 JG0586
 JG0586;                    North         East    Units  Estimated Accuracy
 JG0586;SPC KS N     -    74,170.      236,290.      MT  (+/- 180 meters Scaled)
 JG0586
 JG0586                          SUPERSEDED SURVEY CONTROL
 JG0586
 JG0586.No superseded survey control is available for this station.
 JG0586
 JG0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ229156(NAD 83)
 JG0586_MARKER: DB = BENCH MARK DISK
 JG0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0586_STAMPING: P 20 RESET 1935
 JG0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0586+STABILITY: SURFACE MOTION
 JG0586
 JG0586  HISTORY     - Date     Condition        Report By
 JG0586  HISTORY     - 1935     MONUMENTED       CGS
 JG0586  HISTORY     - 1953     MARK NOT FOUND   NGS
 JG0586
 JG0586                          STATION DESCRIPTION
 JG0586
 JG0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JG0586'2.4 MI S FROM WAKEENEY.
 JG0586'2.4 MILES SOUTH ALONG THE COUNTY ROAD LEADING TO RANSON FROM THE
 JG0586'JUNCTION WITH U.S. HIGHWAY 40 S AT WAKEENEY.  TREGO COUNTY,
 JG0586'ABOUT 240 YARDS SOUTH OF THE G.G. JONES RESIDENCE, AND 18.6
 JG0586'FEET WEST OF A POINT 48.9 FEET SOUTH OF THE NORTHWEST CORNER
 JG0586'OF SEC 28, T. 12 S, R 23 W.  A STANDARD DISK, STAMPED P 20
 JG0586'RESET 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JG0586
 JG0586                          STATION RECOVERY (1953)
 JG0586
 JG0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JG0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0133 ***********************************************************************
 HH0133  DESIGNATION -  P 21
 HH0133  PID         -  HH0133
 HH0133  STATE/COUNTY-  KS/SEWARD
 HH0133  USGS QUAD   -  KISMET (1971)
 HH0133
 HH0133                         *CURRENT SURVEY CONTROL
 HH0133  ___________________________________________________________________
 HH0133* NAD 83(1986)-  37 10 41.     (N)    100 44 45.     (W)     SCALED    
 HH0133* NAVD 88     -       830.678  (meters)    2725.32   (feet)  ADJUSTED  
 HH0133  ___________________________________________________________________
 HH0133  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 HH0133  DYNAMIC HT  -         829.887 (meters)    2722.72  (feet)  COMP
 HH0133  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 HH0133
 HH0133  VERT ORDER  -  SECOND    CLASS 0
 HH0133
 HH0133.The horizontal coordinates were scaled from a topographic map and have
 HH0133.an estimated accuracy of +/- 6 seconds.
 HH0133
 HH0133.The orthometric height was determined by differential leveling
 HH0133.and adjusted by the National Geodetic Survey in June 1991..
 HH0133
 HH0133.The geoid height was determined by GEOID03.
 HH0133
 HH0133.The dynamic height is computed by dividing the NAVD 88
 HH0133.geopotential number by the normal gravity value computed on the
 HH0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0133.degrees latitude (g = 980.6199 gals.).
 HH0133
 HH0133.The modeled gravity was interpolated from observed gravity values.
 HH0133
 HH0133;                    North         East    Units  Estimated Accuracy
 HH0133;SPC KS S     -   459,160.      200,580.      MT  (+/- 180 meters Scaled)
 HH0133
 HH0133                          SUPERSEDED SURVEY CONTROL
 HH0133
 HH0133  NGVD 29 (??/??/92)  830.320  (m)         2724.14   (f) ADJ UNCH    2 0
 HH0133
 HH0133.Superseded values are not recommended for survey control.
 HH0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0133.See file dsdata.txt to determine how the superseded data were derived.
 HH0133
 HH0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG450160(NAD 83)
 HH0133_MARKER: DB = BENCH MARK DISK
 HH0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0133_STAMPING: P 21 1933
 HH0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0133+STABILITY: SURFACE MOTION
 HH0133
 HH0133  HISTORY     - Date     Condition        Report By
 HH0133  HISTORY     - 1933     MONUMENTED       CGS
 HH0133  HISTORY     - 19410624 MARK NOT FOUND   LOCENG
 HH0133  HISTORY     - 1984     MARK NOT FOUND   KSDT
 HH0133
 HH0133                          STATION DESCRIPTION
 HH0133
 HH0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0133'3.5 MI SW FROM KISMET.
 HH0133'ABOUT 3.5 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0133'PACIFIC RAILWAY FROM THE STATION AT KISMET, SEWARD COUNTY, ABOUT
 HH0133'26 POLES SOUTHWEST OF MILEPOST 416, AT A ROAD CROSSING, 48 FEET
 HH0133'SOUTHEAST OF THE CENTER LINE OF THE TRACK, 45 FEET NORTHWEST
 HH0133'OF THE RIGHT-OF-WAY FENCE, 31 FEET SOUTHWEST OF THE CENTER LINE
 HH0133'OF THE SIDE ROAD, AND OPPOSITE A POLE.  A STANDARD DISK, STAMPED
 HH0133'P 21 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HH0133
 HH0133                          STATION RECOVERY (1941)
 HH0133
 HH0133'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 HH0133'MARK NOT FOUND.
 HH0133
 HH0133                          STATION RECOVERY (1984)
 HH0133
 HH0133'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1984
 HH0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0917 ***********************************************************************
 HF0917  DESIGNATION -  P 210
 HF0917  PID         -  HF0917
 HF0917  STATE/COUNTY-  KS/SEDGWICK
 HF0917  USGS QUAD   -  MOUNT HOPE (1959)
 HF0917
 HF0917                         *CURRENT SURVEY CONTROL
 HF0917  ___________________________________________________________________
 HF0917* NAD 83(1986)-  37 50 23.     (N)    097 39 21.     (W)     SCALED    
 HF0917* NAVD 88     -       437.028  (meters)    1433.82   (feet)  ADJUSTED  
 HF0917  ___________________________________________________________________
 HF0917  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HF0917  DYNAMIC HT  -         436.682 (meters)    1432.68  (feet)  COMP
 HF0917  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 HF0917
 HF0917  VERT ORDER  -  SECOND    CLASS 0
 HF0917
 HF0917.The horizontal coordinates were scaled from a topographic map and have
 HF0917.an estimated accuracy of +/- 6 seconds.
 HF0917
 HF0917.The orthometric height was determined by differential leveling
 HF0917.and adjusted by the National Geodetic Survey in June 1991..
 HF0917
 HF0917.The geoid height was determined by GEOID03.
 HF0917
 HF0917.The dynamic height is computed by dividing the NAVD 88
 HF0917.geopotential number by the normal gravity value computed on the
 HF0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0917.degrees latitude (g = 980.6199 gals.).
 HF0917
 HF0917.The modeled gravity was interpolated from observed gravity values.
 HF0917
 HF0917;                    North         East    Units  Estimated Accuracy
 HF0917;SPC KS S     -   530,530.      474,300.      MT  (+/- 180 meters Scaled)
 HF0917
 HF0917                          SUPERSEDED SURVEY CONTROL
 HF0917
 HF0917  NGVD 29 (??/??/92)  436.875  (m)         1433.31   (f) ADJ UNCH    2 0
 HF0917
 HF0917.Superseded values are not recommended for survey control.
 HF0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0917.See file dsdata.txt to determine how the superseded data were derived.
 HF0917
 HF0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG182888(NAD 83)
 HF0917_MARKER: DB = BENCH MARK DISK
 HF0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0917_STAMPING: P 210 1934
 HF0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0917+STABILITY: SURFACE MOTION
 HF0917
 HF0917  HISTORY     - Date     Condition        Report By
 HF0917  HISTORY     - 1934     MONUMENTED       CGS
 HF0917  HISTORY     - 1967     GOOD             LOCENG
 HF0917
 HF0917                          STATION DESCRIPTION
 HF0917
 HF0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0917'1.8 MI S FROM MOUNT HOPE.
 HF0917'1.8 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF0917'STATION AT MOUNT HOPE, SEDGWICK COUNTY, AT POLE 508/3-1/2, AT
 HF0917'THE CROSSING OF A SECTION-LINE ROAD, 47 FEET EAST OF THE CENTER
 HF0917'LINE OF THE TRACK, AND 40 FEET NORTH OF THE CENTER LINE OF THE
 HF0917'ROAD.  A STANDARD DISK, STAMPED P 210 1934 AND SET IN THE TOP
 HF0917'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HF0917
 HF0917                          STATION RECOVERY (1967)
 HF0917
 HF0917'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 HF0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0552 ***********************************************************************
 JF0552  DESIGNATION -  P 213
 JF0552  PID         -  JF0552
 JF0552  STATE/COUNTY-  KS/DICKINSON
 JF0552  USGS QUAD   -  ELMO (1985)
 JF0552
 JF0552                         *CURRENT SURVEY CONTROL
 JF0552  ___________________________________________________________________
 JF0552* NAD 83(1986)-  38 41 01.     (N)    097 14 49.     (W)     SCALED    
 JF0552* NAVD 88     -       404.645  (meters)    1327.57   (feet)  ADJUSTED  
 JF0552  ___________________________________________________________________
 JF0552  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 JF0552  DYNAMIC HT  -         404.351 (meters)    1326.61  (feet)  COMP
 JF0552  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
 JF0552
 JF0552  VERT ORDER  -  SECOND    CLASS 0
 JF0552
 JF0552.The horizontal coordinates were scaled from a topographic map and have
 JF0552.an estimated accuracy of +/- 6 seconds.
 JF0552
 JF0552.The orthometric height was determined by differential leveling
 JF0552.and adjusted by the National Geodetic Survey in June 1991..
 JF0552
 JF0552.The geoid height was determined by GEOID03.
 JF0552
 JF0552.The dynamic height is computed by dividing the NAVD 88
 JF0552.geopotential number by the normal gravity value computed on the
 JF0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0552.degrees latitude (g = 980.6199 gals.).
 JF0552
 JF0552.The modeled gravity was interpolated from observed gravity values.
 JF0552
 JF0552;                    North         East    Units  Estimated Accuracy
 JF0552;SPC KS N     -    39,160.      465,520.      MT  (+/- 180 meters Scaled)
 JF0552
 JF0552                          SUPERSEDED SURVEY CONTROL
 JF0552
 JF0552  NGVD 29 (??/??/92)  404.494  (m)         1327.08   (f) ADJ UNCH    2 0
 JF0552
 JF0552.Superseded values are not recommended for survey control.
 JF0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0552.See file dsdata.txt to determine how the superseded data were derived.
 JF0552
 JF0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH524831(NAD 83)
 JF0552_MARKER: DB = BENCH MARK DISK
 JF0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0552_SP_SET: BRIDGE
 JF0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0552
 JF0552  HISTORY     - Date     Condition        Report By
 JF0552  HISTORY     - UNK      MONUMENTED       CGS
 JF0552  HISTORY     - 1935     GOOD             NGS
 JF0552
 JF0552                          STATION DESCRIPTION
 JF0552
 JF0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0552'1 MI W FROM ELMO.
 JF0552'1 MILE WEST OF ELMO, KANS. ON THE MO. PACIFIC R.R. DISC SET IN
 JF0552'THE SOUTH END OF WEST ABUTMENT OF BRIDGE 185 AND IS THE BRIDGE
 JF0552'ON THE NORTH TRACK, 10 POLES WEST OF MILE POST 468.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0094 ***********************************************************************
 JF0094  DESIGNATION -  P 215
 JF0094  PID         -  JF0094
 JF0094  STATE/COUNTY-  KS/WABAUNSEE
 JF0094  USGS QUAD   -  ALTA VISTA (1971)
 JF0094
 JF0094                         *CURRENT SURVEY CONTROL
 JF0094  ___________________________________________________________________
 JF0094* NAD 83(1986)-  38 51 50.     (N)    096 29 33.     (W)     SCALED    
 JF0094* NAVD 88     -       438.054  (meters)    1437.18   (feet)  ADJUSTED  
 JF0094  ___________________________________________________________________
 JF0094  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 JF0094  DYNAMIC HT  -         437.750 (meters)    1436.18  (feet)  COMP
 JF0094  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 JF0094
 JF0094  VERT ORDER  -  SECOND    CLASS 0
 JF0094
 JF0094.The horizontal coordinates were scaled from a topographic map and have
 JF0094.an estimated accuracy of +/- 6 seconds.
 JF0094
 JF0094.The orthometric height was determined by differential leveling
 JF0094.and adjusted by the National Geodetic Survey in June 1991..
 JF0094
 JF0094.The geoid height was determined by GEOID03.
 JF0094
 JF0094.The dynamic height is computed by dividing the NAVD 88
 JF0094.geopotential number by the normal gravity value computed on the
 JF0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0094.degrees latitude (g = 980.6199 gals.).
 JF0094
 JF0094.The modeled gravity was interpolated from observed gravity values.
 JF0094
 JF0094;                    North         East    Units  Estimated Accuracy
 JF0094;SPC KS N     -    59,990.      530,830.      MT  (+/- 180 meters Scaled)
 JF0094
 JF0094                          SUPERSEDED SURVEY CONTROL
 JF0094
 JF0094  NGVD 29 (??/??/92)  437.897  (m)         1436.67   (f) ADJ UNCH    2 0
 JF0094
 JF0094.Superseded values are not recommended for survey control.
 JF0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0094.See file dsdata.txt to determine how the superseded data were derived.
 JF0094
 JF0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ175046(NAD 83)
 JF0094_MARKER: DB = BENCH MARK DISK
 JF0094_SETTING: 0 = UNSPECIFIED SETTING
 JF0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0094
 JF0094  HISTORY     - Date     Condition        Report By
 JF0094  HISTORY     - UNK      MONUMENTED       CGS
 JF0094  HISTORY     - 1935     GOOD             NGS
 JF0094  HISTORY     - 1960     GOOD             NGS
 JF0094
 JF0094                          STATION DESCRIPTION
 JF0094
 JF0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0094'IN ALTA VISTA.
 JF0094'ON THE ROCK ISLAND R.R. 45 FEET SOUTH OF THE SOUTH TRACK, 6
 JF0094'POLES SOUTHWEST OF THE DEPOT, 45 FEET WEST OF THE CENTERLINE
 JF0094'OF STREET AT UNION OIL COS. STORAGE TANKS.
 JF0094
 JF0094                          STATION RECOVERY (1960)
 JF0094
 JF0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JF0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0070 ***********************************************************************
 HH0070  DESIGNATION -  P 22
 HH0070  PID         -  HH0070
 HH0070  STATE/COUNTY-  KS/MEADE
 HH0070  USGS QUAD   -  FOWLER (1977)
 HH0070
 HH0070                         *CURRENT SURVEY CONTROL
 HH0070  ___________________________________________________________________
 HH0070* NAD 83(1986)-  37 22 39.     (N)    100 11 39.     (W)     SCALED    
 HH0070* NAVD 88     -       754.294  (meters)    2474.71   (feet)  ADJUSTED  
 HH0070  ___________________________________________________________________
 HH0070  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 HH0070  DYNAMIC HT  -         753.605 (meters)    2472.45  (feet)  COMP
 HH0070  MODELED GRAV-     979,691.7   (mgal)                       NAVD 88
 HH0070
 HH0070  VERT ORDER  -  SECOND    CLASS 0
 HH0070
 HH0070.The horizontal coordinates were scaled from a topographic map and have
 HH0070.an estimated accuracy of +/- 6 seconds.
 HH0070
 HH0070.The orthometric height was determined by differential leveling
 HH0070.and adjusted by the National Geodetic Survey in June 1991..
 HH0070
 HH0070.The geoid height was determined by GEOID03.
 HH0070
 HH0070.The dynamic height is computed by dividing the NAVD 88
 HH0070.geopotential number by the normal gravity value computed on the
 HH0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0070.degrees latitude (g = 980.6199 gals.).
 HH0070
 HH0070.The modeled gravity was interpolated from observed gravity values.
 HH0070
 HH0070;                    North         East    Units  Estimated Accuracy
 HH0070;SPC KS S     -   480,260.      249,960.      MT  (+/- 180 meters Scaled)
 HH0070
 HH0070                          SUPERSEDED SURVEY CONTROL
 HH0070
 HH0070  NGVD 29 (??/??/92)  753.967  (m)         2473.64   (f) ADJ UNCH    2 0
 HH0070
 HH0070.Superseded values are not recommended for survey control.
 HH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0070.See file dsdata.txt to determine how the superseded data were derived.
 HH0070
 HH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG942374(NAD 83)
 HH0070_MARKER: DB = BENCH MARK DISK
 HH0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0070_SP_SET: CULVERT
 HH0070_STAMPING: P 22 1933
 HH0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0070
 HH0070  HISTORY     - Date     Condition        Report By
 HH0070  HISTORY     - 1933     MONUMENTED       CGS
 HH0070  HISTORY     - 1968     GOOD             NGS
 HH0070
 HH0070                          STATION DESCRIPTION
 HH0070
 HH0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0070'AT FOWLER.
 HH0070'AT FOWLER, MEADE COUNTY, OPPOSITE THE CHICAGO, ROCK ISLAND AND
 HH0070'PACIFIC RAILWAY STATION AND A POLE, ABOUT 37 POLES SOUTHWEST
 HH0070'OF MILEPOST 380, ABOUT 300 FEET SOUTHEAST OF THE CENTER LINE OF
 HH0070'THE MAIN TRACK, AND IN THE TOP OF THE SOUTHWEST END OF THE
 HH0070'NORTHWEST CONCRETE HEAD WALL OF A CONCRETE BOX HIGHWAY CULVERT.
 HH0070'A STANDARD DISK, STAMPED P 22 1933.
 HH0070
 HH0070                          STATION RECOVERY (1968)
 HH0070
 HH0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HH0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0786 ***********************************************************************
 JE0786  DESIGNATION -  P 221
 JE0786  PID         -  JE0786
 JE0786  STATE/COUNTY-  KS/MIAMI
 JE0786  USGS QUAD   -  OSAWATOMIE (1963)
 JE0786
 JE0786                         *CURRENT SURVEY CONTROL
 JE0786  ___________________________________________________________________
 JE0786* NAD 83(1986)-  38 29 53.     (N)    094 57 10.     (W)     SCALED    
 JE0786* NAVD 88     -       263.745  (meters)     865.30   (feet)  ADJUSTED  
 JE0786  ___________________________________________________________________
 JE0786  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE0786  DYNAMIC HT  -         263.560 (meters)     864.70  (feet)  COMP
 JE0786  MODELED GRAV-     979,919.6   (mgal)                       NAVD 88
 JE0786
 JE0786  VERT ORDER  -  SECOND    CLASS 0
 JE0786
 JE0786.The horizontal coordinates were scaled from a topographic map and have
 JE0786.an estimated accuracy of +/- 6 seconds.
 JE0786
 JE0786.The orthometric height was determined by differential leveling
 JE0786.and adjusted by the National Geodetic Survey in June 1991..
 JE0786
 JE0786.The geoid height was determined by GEOID03.
 JE0786
 JE0786.The dynamic height is computed by dividing the NAVD 88
 JE0786.geopotential number by the normal gravity value computed on the
 JE0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0786.degrees latitude (g = 980.6199 gals.).
 JE0786
 JE0786.The modeled gravity was interpolated from observed gravity values.
 JE0786
 JE0786;                    North         East    Units  Estimated Accuracy
 JE0786;SPC KS S     -   609,150.      709,360.      MT  (+/- 180 meters Scaled)
 JE0786
 JE0786                          SUPERSEDED SURVEY CONTROL
 JE0786
 JE0786  NGVD 29 (??/??/92)  263.610  (m)          864.86   (f) ADJ UNCH    2 0
 JE0786
 JE0786.Superseded values are not recommended for survey control.
 JE0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0786.See file dsdata.txt to determine how the superseded data were derived.
 JE0786
 JE0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC297628(NAD 83)
 JE0786_MARKER: DB = BENCH MARK DISK
 JE0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0786_STAMPING: P 221 1934
 JE0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0786+STABILITY: SURFACE MOTION
 JE0786
 JE0786  HISTORY     - Date     Condition        Report By
 JE0786  HISTORY     - 1934     MONUMENTED       CGS
 JE0786  HISTORY     - 1951     GOOD             NGS
 JE0786
 JE0786                          STATION DESCRIPTION
 JE0786
 JE0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0786'AT OSAWATOMIE.
 JE0786'AT OSAWATOMIE, MIAMI COUNTY, ACROSS THE TRACK FROM THE MISSOURI
 JE0786'PACIFIC RAILROAD STATION, IN THE CENTER OF A PARK, 56 FEET WEST
 JE0786'OF THE CENTERLINE OF THE MAIN TRACK, 20 FEET EAST OF A HEDGE,
 JE0786'AND 15 FEET WEST OF A CURB.  A STANDARD DISK, STAMPED P 221
 JE0786'1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0824 ***********************************************************************
 JE0824  DESIGNATION -  P 222
 JE0824  PID         -  JE0824
 JE0824  STATE/COUNTY-  KS/MIAMI
 JE0824  USGS QUAD   -  SPRING HILL (1957)
 JE0824
 JE0824                         *CURRENT SURVEY CONTROL
 JE0824  ___________________________________________________________________
 JE0824* NAD 83(1986)-  38 39 44.     (N)    094 51 04.     (W)     SCALED    
 JE0824* NAVD 88     -       276.703  (meters)     907.82   (feet)  ADJUSTED  
 JE0824  ___________________________________________________________________
 JE0824  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE0824  DYNAMIC HT  -         276.513 (meters)     907.19  (feet)  COMP
 JE0824  MODELED GRAV-     979,937.1   (mgal)                       NAVD 88
 JE0824
 JE0824  VERT ORDER  -  SECOND    CLASS 0
 JE0824
 JE0824.The horizontal coordinates were scaled from a topographic map and have
 JE0824.an estimated accuracy of +/- 6 seconds.
 JE0824
 JE0824.The orthometric height was determined by differential leveling
 JE0824.and adjusted by the National Geodetic Survey in June 1991..
 JE0824
 JE0824.The geoid height was determined by GEOID03.
 JE0824
 JE0824.The dynamic height is computed by dividing the NAVD 88
 JE0824.geopotential number by the normal gravity value computed on the
 JE0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0824.degrees latitude (g = 980.6199 gals.).
 JE0824
 JE0824.The modeled gravity was interpolated from observed gravity values.
 JE0824
 JE0824;                    North         East    Units  Estimated Accuracy
 JE0824;SPC KS S     -   627,700.      717,510.      MT  (+/- 180 meters Scaled)
 JE0824
 JE0824                          SUPERSEDED SURVEY CONTROL
 JE0824
 JE0824  NGVD 29 (??/??/92)  276.574  (m)          907.39   (f) ADJ UNCH    2 0
 JE0824
 JE0824.Superseded values are not recommended for survey control.
 JE0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0824.See file dsdata.txt to determine how the superseded data were derived.
 JE0824
 JE0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC389809(NAD 83)
 JE0824_MARKER: DB = BENCH MARK DISK
 JE0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0824_STAMPING: P 222 1934
 JE0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0824+STABILITY: SURFACE MOTION
 JE0824
 JE0824  HISTORY     - Date     Condition        Report By
 JE0824  HISTORY     - 1934     MONUMENTED       CGS
 JE0824  HISTORY     - 1950     GOOD             NGS
 JE0824
 JE0824                          STATION DESCRIPTION
 JE0824
 JE0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0824'AT HILLSDALE.
 JE0824'AT HILLSDALE, MIAMI COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 JE0824'RAILWAY, 179 FEET SOUTH OF THE SOUTHWEST CORNER OF THE STATION,
 JE0824'72 FEET SOUTHWEST OF THE 10TH POLE SOUTH OF MILEPOST 36, 15
 JE0824'FEET EAST OF THE EAST RAIL OF THE EAST TRACK AND 6 INCHES EAST OF
 JE0824'THE SOUTHEAST CORNER OF PASSENGER PLATFORM.  THE DISK IS SET
 JE0824'IN THE TOP OF A CONCRETE POST, 1 INCH BELOW THE SURFACE OF THE
 JE0824'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0365 ***********************************************************************
 JF0365  DESIGNATION -  P 223
 JF0365  PID         -  JF0365
 JF0365  STATE/COUNTY-  KS/MORRIS
 JF0365  USGS QUAD   -  COUNCIL GROVE LAKE (1971)
 JF0365
 JF0365                         *CURRENT SURVEY CONTROL
 JF0365  ___________________________________________________________________
 JF0365* NAD 83(1986)-  38 44 35.     (N)    096 36 21.     (W)     SCALED    
 JF0365* NAVD 88     -       403.695  (meters)    1324.46   (feet)  ADJUSTED  
 JF0365  ___________________________________________________________________
 JF0365  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 JF0365  DYNAMIC HT  -         403.413 (meters)    1323.53  (feet)  COMP
 JF0365  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 JF0365
 JF0365  VERT ORDER  -  SECOND    CLASS 0
 JF0365
 JF0365.The horizontal coordinates were scaled from a topographic map and have
 JF0365.an estimated accuracy of +/- 6 seconds.
 JF0365
 JF0365.The orthometric height was determined by differential leveling
 JF0365.and adjusted by the National Geodetic Survey in June 1991..
 JF0365
 JF0365.The geoid height was determined by GEOID03.
 JF0365
 JF0365.The dynamic height is computed by dividing the NAVD 88
 JF0365.geopotential number by the normal gravity value computed on the
 JF0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0365.degrees latitude (g = 980.6199 gals.).
 JF0365
 JF0365.The modeled gravity was interpolated from observed gravity values.
 JF0365
 JF0365;                    North         East    Units  Estimated Accuracy
 JF0365;SPC KS N     -    46,420.      521,200.      MT  (+/- 180 meters Scaled)
 JF0365
 JF0365                          SUPERSEDED SURVEY CONTROL
 JF0365
 JF0365  NGVD 29 (??/??/92)  403.550  (m)         1323.98   (f) ADJ UNCH    2 0
 JF0365
 JF0365.Superseded values are not recommended for survey control.
 JF0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0365.See file dsdata.txt to determine how the superseded data were derived.
 JF0365
 JF0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH080909(NAD 83)
 JF0365_MARKER: DB = BENCH MARK DISK
 JF0365_SETTING: 0 = UNSPECIFIED SETTING
 JF0365_STAMPING: P 223 1934
 JF0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0365
 JF0365  HISTORY     - Date     Condition        Report By
 JF0365  HISTORY     - 1934     MONUMENTED       CGS
 JF0365  HISTORY     - 1968     GOOD             NGS
 JF0365
 JF0365                          STATION DESCRIPTION
 JF0365
 JF0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JF0365'2 MI NW FROM KESLO.
 JF0365'3/4 MILE EAST OF OLD SULVAN PARK.  2.0 MILES NORTHWEST ALONG A
 JF0365'GRAVELED ROAD FROM MAIN CROSSROAD AT KESLO WHICH USED TO BE
 JF0365'DOWNING, 120 FEET NORTH OF CENTER OF GRAVELED ROAD, 34 FEET
 JF0365'EAST OF EAST GATE POST, 45 FEET NORTH OF CENTER OF OLD TRACK
 JF0365'BED, 39 FEET EAST OF CENTER OF FARM ROAD, 1/2 FOOT NORTH OF A
 JF0365'METAL WITNESS POST, AND PROJECTS 2 INCHES.  NOTE-- OLD RAILROAD
 JF0365'HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0067 ***********************************************************************
 JF0067  DESIGNATION -  P 229
 JF0067  PID         -  JF0067
 JF0067  STATE/COUNTY-  KS/LYON
 JF0067  USGS QUAD   -  ALLEN (1983)
 JF0067
 JF0067                         *CURRENT SURVEY CONTROL
 JF0067  ___________________________________________________________________
 JF0067* NAD 83(1986)-  38 38 42.     (N)    096 11 13.     (W)     SCALED    
 JF0067* NAVD 88     -       409.514  (meters)    1343.55   (feet)  ADJUSTED  
 JF0067  ___________________________________________________________________
 JF0067  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 JF0067  DYNAMIC HT  -         409.224 (meters)    1342.60  (feet)  COMP
 JF0067  MODELED GRAV-     979,908.3   (mgal)                       NAVD 88
 JF0067
 JF0067  VERT ORDER  -  SECOND    CLASS 0
 JF0067
 JF0067.The horizontal coordinates were scaled from a topographic map and have
 JF0067.an estimated accuracy of +/- 6 seconds.
 JF0067
 JF0067.The orthometric height was determined by differential leveling
 JF0067.and adjusted by the National Geodetic Survey in June 1991..
 JF0067
 JF0067.The geoid height was determined by GEOID03.
 JF0067
 JF0067.The dynamic height is computed by dividing the NAVD 88
 JF0067.geopotential number by the normal gravity value computed on the
 JF0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0067.degrees latitude (g = 980.6199 gals.).
 JF0067
 JF0067.The modeled gravity was interpolated from observed gravity values.
 JF0067
 JF0067;                    North         East    Units  Estimated Accuracy
 JF0067;SPC KS S     -   622,070.      601,350.      MT  (+/- 180 meters Scaled)
 JF0067
 JF0067                          SUPERSEDED SURVEY CONTROL
 JF0067
 JF0067  NGVD 29 (??/??/92)  409.367  (m)         1343.06   (f) ADJ UNCH    2 0
 JF0067
 JF0067.Superseded values are not recommended for survey control.
 JF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0067.See file dsdata.txt to determine how the superseded data were derived.
 JF0067
 JF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH448811(NAD 83)
 JF0067_MARKER: DB = BENCH MARK DISK
 JF0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0067+STABILITY: SURFACE MOTION
 JF0067
 JF0067  HISTORY     - Date     Condition        Report By
 JF0067  HISTORY     - 1935     MONUMENTED       CGS
 JF0067  HISTORY     - 1971     POOR             USGS
 JF0067
 JF0067                          STATION DESCRIPTION
 JF0067
 JF0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JF0067'1.2 MI W FROM ALLEN.
 JF0067'1.2 MILES W. OF ALLEN STATION ALONG MO. PAC. RR. AT MP 407/03.
 JF0067'MARK IS 7 YDS. N. OF CENTER LINE OF TRACK AND 12 YDS. E. OF
 JF0067'CENTER LINE OF CROSS ROAD.
 JF0067
 JF0067                          STATION RECOVERY (1971)
 JF0067
 JF0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JF0067'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0589 ***********************************************************************
 HG0589  DESIGNATION -  P 23
 HG0589  PID         -  HG0589
 HG0589  STATE/COUNTY-  KS/FORD
 HG0589  USGS QUAD   -  BUCKLIN (1969)
 HG0589
 HG0589                         *CURRENT SURVEY CONTROL
 HG0589  ___________________________________________________________________
 HG0589* NAD 83(1986)-  37 33 07.     (N)    099 38 04.     (W)     SCALED    
 HG0589* NAVD 88     -       735.550  (meters)    2413.22   (feet)  ADJUSTED  
 HG0589  ___________________________________________________________________
 HG0589  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 HG0589  DYNAMIC HT  -         734.902 (meters)    2411.09  (feet)  COMP
 HG0589  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 HG0589
 HG0589  VERT ORDER  -  FIRST     CLASS II
 HG0589
 HG0589.The horizontal coordinates were scaled from a topographic map and have
 HG0589.an estimated accuracy of +/- 6 seconds.
 HG0589
 HG0589.The orthometric height was determined by differential leveling
 HG0589.and adjusted by the National Geodetic Survey in June 1991..
 HG0589
 HG0589.The geoid height was determined by GEOID03.
 HG0589
 HG0589.The dynamic height is computed by dividing the NAVD 88
 HG0589.geopotential number by the normal gravity value computed on the
 HG0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0589.degrees latitude (g = 980.6199 gals.).
 HG0589
 HG0589.The modeled gravity was interpolated from observed gravity values.
 HG0589
 HG0589;                    North         East    Units  Estimated Accuracy
 HG0589;SPC KS S     -   498,860.      299,760.      MT  (+/- 180 meters Scaled)
 HG0589
 HG0589                          SUPERSEDED SURVEY CONTROL
 HG0589
 HG0589  NGVD 29 (??/??/92)  735.221  (m)         2412.14   (f) ADJ UNCH    1 2
 HG0589
 HG0589.Superseded values are not recommended for survey control.
 HG0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0589.See file dsdata.txt to determine how the superseded data were derived.
 HG0589
 HG0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG439562(NAD 83)
 HG0589_MARKER: DB = BENCH MARK DISK
 HG0589_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HG0589_SP_SET: CONCRETE BOX
 HG0589_STAMPING: P 23 1933
 HG0589_MARK LOGO: CGS   
 HG0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0589+STABILITY: SURFACE MOTION
 HG0589
 HG0589  HISTORY     - Date     Condition        Report By
 HG0589  HISTORY     - 1933     MONUMENTED       CGS
 HG0589  HISTORY     - 1986     GOOD             NGS
 HG0589
 HG0589                          STATION DESCRIPTION
 HG0589
 HG0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0589'AT BUCKLIN.
 HG0589'AT BUCKLIN, FORD COUNTY, ABOUT 200 FEET SOUTHWEST OF THE CHICAGO,
 HG0589'ROCK ISLAND AND PACIFIC RAILWAY STATION, ABOUT 34 POLES SOUTHWEST
 HG0589'OF MILEPOST 347, 11 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HG0589'TRACK, AND IN THE TOP OF THE CONCRETE FOUNDATION OF A WATER
 HG0589'STANDARD.  A STANDARD DISK, STAMPED P 23 1933.
 HG0589
 HG0589                          STATION RECOVERY (1986)
 HG0589
 HG0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0965 ***********************************************************************
 JE0965  DESIGNATION -  P 230
 JE0965  PID         -  JE0965
 JE0965  STATE/COUNTY-  KS/FRANKLIN
 JE0965  USGS QUAD   -  POMONA (1973)
 JE0965
 JE0965                         *CURRENT SURVEY CONTROL
 JE0965  ___________________________________________________________________
 JE0965* NAD 83(1986)-  38 36 07.     (N)    095 28 17.     (W)     SCALED    
 JE0965* NAVD 88     -       282.643  (meters)     927.30   (feet)  ADJUSTED  
 JE0965  ___________________________________________________________________
 JE0965  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JE0965  DYNAMIC HT  -         282.445 (meters)     926.65  (feet)  COMP
 JE0965  MODELED GRAV-     979,921.4   (mgal)                       NAVD 88
 JE0965
 JE0965  VERT ORDER  -  SECOND    CLASS 0
 JE0965
 JE0965.The horizontal coordinates were scaled from a topographic map and have
 JE0965.an estimated accuracy of +/- 6 seconds.
 JE0965
 JE0965.The orthometric height was determined by differential leveling
 JE0965.and adjusted by the National Geodetic Survey in June 1991..
 JE0965
 JE0965.The geoid height was determined by GEOID03.
 JE0965
 JE0965.The dynamic height is computed by dividing the NAVD 88
 JE0965.geopotential number by the normal gravity value computed on the
 JE0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0965.degrees latitude (g = 980.6199 gals.).
 JE0965
 JE0965.The modeled gravity was interpolated from observed gravity values.
 JE0965
 JE0965;                    North         East    Units  Estimated Accuracy
 JE0965;SPC KS S     -   619,080.      663,780.      MT  (+/- 180 meters Scaled)
 JE0965
 JE0965                          SUPERSEDED SURVEY CONTROL
 JE0965
 JE0965  NGVD 29 (??/??/92)  282.507  (m)          926.86   (f) ADJ UNCH    2 0
 JE0965
 JE0965.Superseded values are not recommended for survey control.
 JE0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0965.See file dsdata.txt to determine how the superseded data were derived.
 JE0965
 JE0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC847755(NAD 83)
 JE0965_MARKER: DB = BENCH MARK DISK
 JE0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0965_STAMPING: P 230 1934
 JE0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0965+STABILITY: SURFACE MOTION
 JE0965
 JE0965  HISTORY     - Date     Condition        Report By
 JE0965  HISTORY     - 1934     MONUMENTED       CGS
 JE0965  HISTORY     - 1950     GOOD             NGS
 JE0965
 JE0965                          STATION DESCRIPTION
 JE0965
 JE0965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0965'0.9 MI W FROM POMONA.
 JE0965'0.9 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JE0965'STATION AT POMONA, FRANKLIN COUNTY, AT POLE 365/27, AT A FARM-ROAD
 JE0965'CROSSING, 22 FEET WEST OF THE CENTERLINE OF THE ROAD, 12 FEET
 JE0965'SOUTH OF THE SOUTH RAIL, NEAR BRIDGE NO. 63, AND 4 FEET EAST
 JE0965'OF THE EAST ABUTMENT.  A STANDARD DISK, STAMPED P 230 1934 AND
 JE0965'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1278 ***********************************************************************
 JF1278  DESIGNATION -  P 231
 JF1278  PID         -  JF1278
 JF1278  STATE/COUNTY-  KS/WABAUNSEE
 JF1278  USGS QUAD   -  ALLENDORPH (1983)
 JF1278
 JF1278                         *CURRENT SURVEY CONTROL
 JF1278  ___________________________________________________________________
 JF1278* NAD 83(1986)-  38 58 39.     (N)    096 15 56.     (W)     SCALED    
 JF1278* NAVD 88     -       328.330  (meters)    1077.20   (feet)  ADJUSTED  
 JF1278  ___________________________________________________________________
 JF1278  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JF1278  DYNAMIC HT  -         328.106 (meters)    1076.46  (feet)  COMP
 JF1278  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 JF1278
 JF1278  VERT ORDER  -  SECOND    CLASS 0
 JF1278
 JF1278.The horizontal coordinates were scaled from a topographic map and have
 JF1278.an estimated accuracy of +/- 6 seconds.
 JF1278
 JF1278.The orthometric height was determined by differential leveling
 JF1278.and adjusted by the National Geodetic Survey in June 1991..
 JF1278
 JF1278.The geoid height was determined by GEOID03.
 JF1278
 JF1278.The dynamic height is computed by dividing the NAVD 88
 JF1278.geopotential number by the normal gravity value computed on the
 JF1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1278.degrees latitude (g = 980.6199 gals.).
 JF1278
 JF1278.The modeled gravity was interpolated from observed gravity values.
 JF1278
 JF1278;                    North         East    Units  Estimated Accuracy
 JF1278;SPC KS N     -    72,950.      550,280.      MT  (+/- 180 meters Scaled)
 JF1278
 JF1278                          SUPERSEDED SURVEY CONTROL
 JF1278
 JF1278  NGVD 29 (??/??/92)  328.193  (m)         1076.75   (f) ADJ UNCH    2 0
 JF1278
 JF1278.Superseded values are not recommended for survey control.
 JF1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1278.See file dsdata.txt to determine how the superseded data were derived.
 JF1278
 JF1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ368178(NAD 83)
 JF1278_MARKER: DB = BENCH MARK DISK
 JF1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1278+STABILITY: SURFACE MOTION
 JF1278
 JF1278  HISTORY     - Date     Condition        Report By
 JF1278  HISTORY     - UNK      MONUMENTED       CGS
 JF1278  HISTORY     - 1934     GOOD             NGS
 JF1278  HISTORY     - 1970     MARK NOT FOUND   USGS
 JF1278
 JF1278                          STATION DESCRIPTION
 JF1278
 JF1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF1278'2.7 MI SE FROM ALMA.
 JF1278'2.7 MILES SE. ALONG A.T. AND S.F. R.R., 155 YDS. W. OF MP 31.
 JF1278'MARK IS 5 YDS. S. OF CENTERLINE OF TRACK, 11 YDS. E. OF CENTERLINE
 JF1278'OF FARM CROSSING AND 145 YDS. E. OF BRIDGE.
 JF1278
 JF1278                          STATION RECOVERY (1970)
 JF1278
 JF1278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JF1278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1205 ***********************************************************************
 JE1205  DESIGNATION -  P 232
 JE1205  PID         -  JE1205
 JE1205  STATE/COUNTY-  KS/COFFEY
 JE1205  USGS QUAD   -  WAVERLY (1973)
 JE1205
 JE1205                         *CURRENT SURVEY CONTROL
 JE1205  ___________________________________________________________________
 JE1205* NAD 83(1986)-  38 24 39.     (N)    095 32 42.     (W)     SCALED    
 JE1205* NAVD 88     -       346.821  (meters)    1137.86   (feet)  ADJUSTED  
 JE1205  ___________________________________________________________________
 JE1205  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JE1205  DYNAMIC HT  -         346.570 (meters)    1137.04  (feet)  COMP
 JE1205  MODELED GRAV-     979,894.7   (mgal)                       NAVD 88
 JE1205
 JE1205  VERT ORDER  -  SECOND    CLASS 0
 JE1205
 JE1205.The horizontal coordinates were scaled from a topographic map and have
 JE1205.an estimated accuracy of +/- 6 seconds.
 JE1205
 JE1205.The orthometric height was determined by differential leveling
 JE1205.and adjusted by the National Geodetic Survey in June 1991..
 JE1205
 JE1205.The geoid height was determined by GEOID03.
 JE1205
 JE1205.The dynamic height is computed by dividing the NAVD 88
 JE1205.geopotential number by the normal gravity value computed on the
 JE1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1205.degrees latitude (g = 980.6199 gals.).
 JE1205
 JE1205.The modeled gravity was interpolated from observed gravity values.
 JE1205
 JE1205;                    North         East    Units  Estimated Accuracy
 JE1205;SPC KS S     -   597,670.      658,040.      MT  (+/- 180 meters Scaled)
 JE1205
 JE1205                          SUPERSEDED SURVEY CONTROL
 JE1205
 JE1205  NGVD 29 (??/??/92)  346.661  (m)         1137.34   (f) ADJ UNCH    2 0
 JE1205
 JE1205.Superseded values are not recommended for survey control.
 JE1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1205.See file dsdata.txt to determine how the superseded data were derived.
 JE1205
 JE1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC777544(NAD 83)
 JE1205_MARKER: DB = BENCH MARK DISK
 JE1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1205_STAMPING: P 232 1934
 JE1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1205+STABILITY: SURFACE MOTION
 JE1205
 JE1205  HISTORY     - Date     Condition        Report By
 JE1205  HISTORY     - 1934     MONUMENTED       CGS
 JE1205  HISTORY     - 1951     GOOD             NGS
 JE1205  HISTORY     - 1971     GOOD             NGS
 JE1205
 JE1205                          STATION DESCRIPTION
 JE1205
 JE1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1205'0.7 MI SW FROM AGRICOLA.
 JE1205'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, ABOUT 1/2 MILE
 JE1205'WEST OF MILEPOST 19, 98 FEET WEST OF WHERE THE CENTER OF
 JE1205'NORTH-SOUTH GRAVEL ROAD CROSSES THE RAILROAD, 62 FEET SOUTHEAST
 JE1205'OF THE CENTERLINE OF U.S. HIGHWAY 50 S AND 35 FEET NORTHWEST OF
 JE1205'THE NORTHWEST RAIL.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JE1205'SET IN THE TOP OF A CONCRETE POST.
 JE1205
 JE1205                          STATION RECOVERY (1971)
 JE1205
 JE1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JE1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0642 ***********************************************************************
 HF0642  DESIGNATION -  P 237
 HF0642  PID         -  HF0642
 HF0642  STATE/COUNTY-  KS/SUMNER
 HF0642  USGS QUAD   -  WELLINGTON (1983)
 HF0642
 HF0642                         *CURRENT SURVEY CONTROL
 HF0642  ___________________________________________________________________
 HF0642* NAD 83(1986)-  37 22 27.     (N)    097 23 30.     (W)     SCALED    
 HF0642* NAVD 88     -       402.625  (meters)    1320.95   (feet)  ADJUSTED  
 HF0642  ___________________________________________________________________
 HF0642  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF0642  DYNAMIC HT  -         402.302 (meters)    1319.89  (feet)  COMP
 HF0642  MODELED GRAV-     979,816.1   (mgal)                       NAVD 88
 HF0642
 HF0642  VERT ORDER  -  SECOND    CLASS 0
 HF0642
 HF0642.The horizontal coordinates were scaled from a topographic map and have
 HF0642.an estimated accuracy of +/- 6 seconds.
 HF0642
 HF0642.The orthometric height was determined by differential leveling
 HF0642.and adjusted by the National Geodetic Survey in June 1991..
 HF0642
 HF0642.The geoid height was determined by GEOID03.
 HF0642
 HF0642.The dynamic height is computed by dividing the NAVD 88
 HF0642.geopotential number by the normal gravity value computed on the
 HF0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0642.degrees latitude (g = 980.6199 gals.).
 HF0642
 HF0642.The modeled gravity was interpolated from observed gravity values.
 HF0642
 HF0642;                    North         East    Units  Estimated Accuracy
 HF0642;SPC KS S     -   479,110.      498,170.      MT  (+/- 180 meters Scaled)
 HF0642
 HF0642                          SUPERSEDED SURVEY CONTROL
 HF0642
 HF0642  NGVD 29 (??/??/92)  402.503  (m)         1320.55   (f) ADJ UNCH    2 0
 HF0642
 HF0642.Superseded values are not recommended for survey control.
 HF0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0642.See file dsdata.txt to determine how the superseded data were derived.
 HF0642
 HF0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG424375(NAD 83)
 HF0642_MARKER: DB = BENCH MARK DISK
 HF0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0642_STAMPING: P 237 1934
 HF0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0642+STABILITY: SURFACE MOTION
 HF0642
 HF0642  HISTORY     - Date     Condition        Report By
 HF0642  HISTORY     - 1934     MONUMENTED       CGS
 HF0642
 HF0642                          STATION DESCRIPTION
 HF0642
 HF0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0642'AT RIVERDALE.
 HF0642'AT RIVERDALE, SUMNER COUNTY, ON THE CHICAGO, ROCK ISLAND AND
 HF0642'PACIFIC RAILWAY, OPPOSITE POLE 266+10, 5 RAILS NORTH OF THE
 HF0642'CROSSING OF THE MISSOURI PACIFIC RAILROAD, 34 FEET EAST OF THE
 HF0642'CENTERLINE OF THE TRACK, AND 15 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 HF0642'A STANDARD DISK, STAMPED P 237 1934 AND SET IN THE TOP OF A CONCRETE
 HF0642'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0729 ***********************************************************************
 HF0729  DESIGNATION -  P 238
 HF0729  PID         -  HF0729
 HF0729  STATE/COUNTY-  KS/HARPER
 HF0729  USGS QUAD   -  DANVILLE (1971)
 HF0729
 HF0729                         *CURRENT SURVEY CONTROL
 HF0729  ___________________________________________________________________
 HF0729* NAD 83(1986)-  37 17 28.     (N)    097 55 50.     (W)     SCALED    
 HF0729* NAVD 88     -       417.447  (meters)    1369.57   (feet)  ADJUSTED  
 HF0729  ___________________________________________________________________
 HF0729  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HF0729  DYNAMIC HT  -         417.098 (meters)    1368.43  (feet)  COMP
 HF0729  MODELED GRAV-     979,781.5   (mgal)                       NAVD 88
 HF0729
 HF0729  VERT ORDER  -  SECOND    CLASS 0
 HF0729
 HF0729.The horizontal coordinates were scaled from a topographic map and have
 HF0729.an estimated accuracy of +/- 6 seconds.
 HF0729
 HF0729.The orthometric height was determined by differential leveling
 HF0729.and adjusted by the National Geodetic Survey in June 1991..
 HF0729
 HF0729.The geoid height was determined by GEOID03.
 HF0729
 HF0729.The dynamic height is computed by dividing the NAVD 88
 HF0729.geopotential number by the normal gravity value computed on the
 HF0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0729.degrees latitude (g = 980.6199 gals.).
 HF0729
 HF0729.The modeled gravity was interpolated from observed gravity values.
 HF0729
 HF0729;                    North         East    Units  Estimated Accuracy
 HF0729;SPC KS S     -   469,460.      450,490.      MT  (+/- 180 meters Scaled)
 HF0729
 HF0729                          SUPERSEDED SURVEY CONTROL
 HF0729
 HF0729  NGVD 29 (??/??/92)  417.320  (m)         1369.16   (f) ADJ UNCH    2 0
 HF0729
 HF0729.Superseded values are not recommended for survey control.
 HF0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0729.See file dsdata.txt to determine how the superseded data were derived.
 HF0729
 HF0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG947277(NAD 83)
 HF0729_MARKER: DB = BENCH MARK DISK
 HF0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0729_STAMPING: P 238 1934
 HF0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0729+STABILITY: SURFACE MOTION
 HF0729
 HF0729  HISTORY     - Date     Condition        Report By
 HF0729  HISTORY     - 1934     MONUMENTED       CGS
 HF0729  HISTORY     - 1943     GOOD             NGS
 HF0729
 HF0729                          STATION DESCRIPTION
 HF0729
 HF0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HF0729'2.2 MI W FROM DANVILLE.
 HF0729'2.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0729'FROM DANVILLE, HARPER COUNTY, NEAR MILEAGE 268.6, 1 RAIL EAST
 HF0729'OF THE CENTER OF A GRADE CROSSING, 40 FEET NORTH OF THE CENTERLINE
 HF0729'OF THE TRACK, AND 5 FEET SOUTH AND 2 FEET EAST OF A RIGHT-OF-WAY
 HF0729'FENCE CORNER.  A STANDARD DISK, STAMPED P 238 1934 AND SET IN THE
 HF0729'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0818 ***********************************************************************
 HF0818  DESIGNATION -  P 239
 HF0818  PID         -  HF0818
 HF0818  STATE/COUNTY-  KS/SUMNER
 HF0818  USGS QUAD   -  BLUFF CITY EAST (1971)
 HF0818
 HF0818                         *CURRENT SURVEY CONTROL
 HF0818  ___________________________________________________________________
 HF0818* NAD 83(1986)-  37 03 55.     (N)    097 47 15.     (W)     SCALED    
 HF0818* NAVD 88     -       369.620  (meters)    1212.66   (feet)  ADJUSTED  
 HF0818  ___________________________________________________________________
 HF0818  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 HF0818  DYNAMIC HT  -         369.311 (meters)    1211.65  (feet)  COMP
 HF0818  MODELED GRAV-     979,782.6   (mgal)                       NAVD 88
 HF0818
 HF0818  VERT ORDER  -  SECOND    CLASS 0
 HF0818
 HF0818.The horizontal coordinates were scaled from a topographic map and have
 HF0818.an estimated accuracy of +/- 6 seconds.
 HF0818
 HF0818.The orthometric height was determined by differential leveling
 HF0818.and adjusted by the National Geodetic Survey in June 1991..
 HF0818
 HF0818.The geoid height was determined by GEOID03.
 HF0818
 HF0818.The dynamic height is computed by dividing the NAVD 88
 HF0818.geopotential number by the normal gravity value computed on the
 HF0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0818.degrees latitude (g = 980.6199 gals.).
 HF0818
 HF0818.The modeled gravity was interpolated from observed gravity values.
 HF0818
 HF0818;                    North         East    Units  Estimated Accuracy
 HF0818;SPC KS S     -   444,480.      463,370.      MT  (+/- 180 meters Scaled)
 HF0818
 HF0818                          SUPERSEDED SURVEY CONTROL
 HF0818
 HF0818  NGVD 29 (??/??/92)  369.508  (m)         1212.29   (f) ADJ UNCH    2 0
 HF0818
 HF0818.Superseded values are not recommended for survey control.
 HF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0818.See file dsdata.txt to determine how the superseded data were derived.
 HF0818
 HF0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG077028(NAD 83)
 HF0818_MARKER: DB = BENCH MARK DISK
 HF0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0818_STAMPING: P 239 1934
 HF0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0818+STABILITY: SURFACE MOTION
 HF0818
 HF0818  HISTORY     - Date     Condition        Report By
 HF0818  HISTORY     - 1934     MONUMENTED       CGS
 HF0818
 HF0818                          STATION DESCRIPTION
 HF0818
 HF0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0818'AT METCALF.
 HF0818'AT METCALF, SUMNER COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 HF0818'FE RAILWAY, 1-1/2 RAILS WEST OF THE STATION SIGN, NEAR MILEAGE
 HF0818'43.1, OPPOSITE THE EASTERNMOST ONE OF THREE ELEVATORS, 42 FEET
 HF0818'SOUTH OF THE CENTER LINE OF THE TRACK, AND 2 FEET NORTH OF THE
 HF0818'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED P 239 1934 AND SET
 HF0818'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0317 ***********************************************************************
 JF0317  DESIGNATION -  P 240
 JF0317  PID         -  JF0317
 JF0317  STATE/COUNTY-  KS/CHASE
 JF0317  USGS QUAD   -  MATFIELD GREEN (1973)
 JF0317
 JF0317                         *CURRENT SURVEY CONTROL
 JF0317  ___________________________________________________________________
 JF0317* NAD 83(1986)-  38 08 33.     (N)    096 34 59.     (W)     SCALED    
 JF0317* NAVD 88     -       420.877  (meters)    1380.83   (feet)  ADJUSTED  
 JF0317  ___________________________________________________________________
 JF0317  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 JF0317  DYNAMIC HT  -         420.559 (meters)    1379.78  (feet)  COMP
 JF0317  MODELED GRAV-     979,862.3   (mgal)                       NAVD 88
 JF0317
 JF0317  VERT ORDER  -  SECOND    CLASS 0
 JF0317
 JF0317.The horizontal coordinates were scaled from a topographic map and have
 JF0317.an estimated accuracy of +/- 6 seconds.
 JF0317
 JF0317.The orthometric height was determined by differential leveling
 JF0317.and adjusted by the National Geodetic Survey in June 1991..
 JF0317
 JF0317.The geoid height was determined by GEOID03.
 JF0317
 JF0317.The dynamic height is computed by dividing the NAVD 88
 JF0317.geopotential number by the normal gravity value computed on the
 JF0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0317.degrees latitude (g = 980.6199 gals.).
 JF0317
 JF0317.The modeled gravity was interpolated from observed gravity values.
 JF0317
 JF0317;                    North         East    Units  Estimated Accuracy
 JF0317;SPC KS S     -   565,520.      568,020.      MT  (+/- 180 meters Scaled)
 JF0317
 JF0317                          SUPERSEDED SURVEY CONTROL
 JF0317
 JF0317  NGVD 29 (??/??/92)  420.717  (m)         1380.30   (f) ADJ UNCH    2 0
 JF0317
 JF0317.Superseded values are not recommended for survey control.
 JF0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0317.See file dsdata.txt to determine how the superseded data were derived.
 JF0317
 JF0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH118243(NAD 83)
 JF0317_MARKER: DB = BENCH MARK DISK
 JF0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0317+STABILITY: SURFACE MOTION
 JF0317
 JF0317  HISTORY     - Date     Condition        Report By
 JF0317  HISTORY     - UNK      MONUMENTED       CGS
 JF0317  HISTORY     - 1934     GOOD             NGS
 JF0317  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0317
 JF0317                          STATION DESCRIPTION
 JF0317
 JF0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0317'1.5 MI S FROM MATFIELD GREEN.
 JF0317'1.5 MILES SOUTH OF BY RAILROAD, ALONG THE ATCHISON TOPEKA AND SANTA
 JF0317'FE RR, 30 FEET WEST OF CENTER OF TRACK, 5 POLES SOUTH OF MP 146, 9
 JF0317'RAILS SOUTH OF CULVERT 146A, AT THE NORTH END OF A CUT TO THE SOUTH,
 JF0317'2 IN ABOVE THE GROUND.  NOTE-- CONSTRUCTION ON RR RIGHT-OF-WAY
 JF0317'MAY HAVE DESTROYED THE MARK.
 JF0317
 JF0317                          STATION RECOVERY (1968)
 JF0317
 JF0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0501 ***********************************************************************
 HF0501  DESIGNATION -  P 241
 HF0501  PID         -  HF0501
 HF0501  STATE/COUNTY-  KS/BUTLER
 HF0501  USGS QUAD   -  DOUGLASS (1983)
 HF0501
 HF0501                         *CURRENT SURVEY CONTROL
 HF0501  ___________________________________________________________________
 HF0501* NAD 83(1986)-  37 31 03.     (N)    097 00 35.     (W)     SCALED    
 HF0501* NAVD 88     -       367.567  (meters)    1205.93   (feet)  ADJUSTED  
 HF0501  ___________________________________________________________________
 HF0501  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0501  DYNAMIC HT  -         367.275 (meters)    1204.97  (feet)  COMP
 HF0501  MODELED GRAV-     979,823.5   (mgal)                       NAVD 88
 HF0501
 HF0501  VERT ORDER  -  SECOND    CLASS 0
 HF0501
 HF0501.The horizontal coordinates were scaled from a topographic map and have
 HF0501.an estimated accuracy of +/- 6 seconds.
 HF0501
 HF0501.The orthometric height was determined by differential leveling
 HF0501.and adjusted by the National Geodetic Survey in June 1991..
 HF0501
 HF0501.The geoid height was determined by GEOID03.
 HF0501
 HF0501.The dynamic height is computed by dividing the NAVD 88
 HF0501.geopotential number by the normal gravity value computed on the
 HF0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0501.degrees latitude (g = 980.6199 gals.).
 HF0501
 HF0501.The modeled gravity was interpolated from observed gravity values.
 HF0501
 HF0501;                    North         East    Units  Estimated Accuracy
 HF0501;SPC KS S     -   495,480.      531,740.      MT  (+/- 180 meters Scaled)
 HF0501
 HF0501                          SUPERSEDED SURVEY CONTROL
 HF0501
 HF0501  NGVD 29 (??/??/92)  367.444  (m)         1205.52   (f) ADJ UNCH    2 0
 HF0501
 HF0501.Superseded values are not recommended for survey control.
 HF0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0501.See file dsdata.txt to determine how the superseded data were derived.
 HF0501
 HF0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG758541(NAD 83)
 HF0501_MARKER: DB = BENCH MARK DISK
 HF0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0501_STAMPING: P 241 1934
 HF0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0501+STABILITY: SURFACE MOTION
 HF0501
 HF0501  HISTORY     - Date     Condition        Report By
 HF0501  HISTORY     - 1934     MONUMENTED       CGS
 HF0501  HISTORY     - 1962     GOOD             NGS
 HF0501
 HF0501                          STATION DESCRIPTION
 HF0501
 HF0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0501'AT DOUGLASS.
 HF0501'AT DOUGLASS, BUTLER COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 HF0501'FE RAILWAY, 6-1/2 RAILS SOUTH OF THE STATION, NEAR MILEAGE
 HF0501'210.76, AT A ROAD CROSSING, 40 FEET NORTH OF THE CENTERLINE
 HF0501'OF THE ROAD, 9 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 HF0501'AND AT THE SOUTH EDGE OF A BRICK SIDEWALK.  A STANDARD DISK,
 HF0501'STAMPED P 241 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0249 ***********************************************************************
 HF0249  DESIGNATION -  P 242
 HF0249  PID         -  HF0249
 HF0249  STATE/COUNTY-  KS/COWLEY
 HF0249  USGS QUAD   -  BURDEN (1979)
 HF0249
 HF0249                         *CURRENT SURVEY CONTROL
 HF0249  ___________________________________________________________________
 HF0249* NAD 83(1986)-  37 18 47.     (N)    096 45 14.     (W)     SCALED    
 HF0249* NAVD 88     -       421.693  (meters)    1383.50   (feet)  ADJUSTED  
 HF0249  ___________________________________________________________________
 HF0249  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 HF0249  DYNAMIC HT  -         421.345 (meters)    1382.36  (feet)  COMP
 HF0249  MODELED GRAV-     979,792.5   (mgal)                       NAVD 88
 HF0249
 HF0249  VERT ORDER  -  SECOND    CLASS 0
 HF0249
 HF0249.The horizontal coordinates were scaled from a topographic map and have
 HF0249.an estimated accuracy of +/- 6 seconds.
 HF0249
 HF0249.The orthometric height was determined by differential leveling
 HF0249.and adjusted by the National Geodetic Survey in June 1991..
 HF0249
 HF0249.The geoid height was determined by GEOID03.
 HF0249
 HF0249.The dynamic height is computed by dividing the NAVD 88
 HF0249.geopotential number by the normal gravity value computed on the
 HF0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0249.degrees latitude (g = 980.6199 gals.).
 HF0249
 HF0249.The modeled gravity was interpolated from observed gravity values.
 HF0249
 HF0249;                    North         East    Units  Estimated Accuracy
 HF0249;SPC KS S     -   473,190.      554,770.      MT  (+/- 180 meters Scaled)
 HF0249
 HF0249                          SUPERSEDED SURVEY CONTROL
 HF0249
 HF0249  NGVD 29 (??/??/92)  421.561  (m)         1383.07   (f) ADJ UNCH    2 0
 HF0249
 HF0249.Superseded values are not recommended for survey control.
 HF0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0249.See file dsdata.txt to determine how the superseded data were derived.
 HF0249
 HF0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG990319(NAD 83)
 HF0249_MARKER: DB = BENCH MARK DISK
 HF0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0249_STAMPING: P 242 1934
 HF0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0249+STABILITY: SURFACE MOTION
 HF0249
 HF0249  HISTORY     - Date     Condition        Report By
 HF0249  HISTORY     - 1934     MONUMENTED       CGS
 HF0249  HISTORY     - 1940     GOOD             NGS
 HF0249
 HF0249                          STATION DESCRIPTION
 HF0249
 HF0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HF0249'AT BURDEN.
 HF0249'AT BURDEN, COWLEY COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 HF0249'RAILWAY, 10 FEET WEST OF THE SOUTHWEST CORNER OF THE STATION, AT
 HF0249'A RIGHT-ANGLE OFFSET IN THE BRICK PLATFORM, AND 12 FEET NORTH OF
 HF0249'THE NORTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED P
 HF0249'242 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0158 ***********************************************************************
 HF0158  DESIGNATION -  P 243
 HF0158  PID         -  HF0158
 HF0158  STATE/COUNTY-  KS/ELK
 HF0158  USGS QUAD   -  OAK VALLEY (1976)
 HF0158
 HF0158                         *CURRENT SURVEY CONTROL
 HF0158  ___________________________________________________________________
 HF0158* NAD 83(1986)-  37 22 17.     (N)    096 03 10.     (W)     SCALED    
 HF0158* NAVD 88     -       267.763  (meters)     878.49   (feet)  ADJUSTED  
 HF0158  ___________________________________________________________________
 HF0158  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HF0158  DYNAMIC HT  -         267.549 (meters)     877.78  (feet)  COMP
 HF0158  MODELED GRAV-     979,825.0   (mgal)                       NAVD 88
 HF0158
 HF0158  VERT ORDER  -  SECOND    CLASS 0
 HF0158
 HF0158.The horizontal coordinates were scaled from a topographic map and have
 HF0158.an estimated accuracy of +/- 6 seconds.
 HF0158
 HF0158.The orthometric height was determined by differential leveling
 HF0158.and adjusted by the National Geodetic Survey in June 1991..
 HF0158
 HF0158.The geoid height was determined by GEOID03.
 HF0158
 HF0158.The dynamic height is computed by dividing the NAVD 88
 HF0158.geopotential number by the normal gravity value computed on the
 HF0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0158.degrees latitude (g = 980.6199 gals.).
 HF0158
 HF0158.The modeled gravity was interpolated from observed gravity values.
 HF0158
 HF0158;                    North         East    Units  Estimated Accuracy
 HF0158;SPC KS S     -   481,060.      616,740.      MT  (+/- 180 meters Scaled)
 HF0158
 HF0158                          SUPERSEDED SURVEY CONTROL
 HF0158
 HF0158  NGVD 29 (??/??/92)  267.619  (m)          878.01   (f) ADJ UNCH    2 0
 HF0158
 HF0158.Superseded values are not recommended for survey control.
 HF0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0158.See file dsdata.txt to determine how the superseded data were derived.
 HF0158
 HF0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG609401(NAD 83)
 HF0158_MARKER: DB = BENCH MARK DISK
 HF0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0158_STAMPING: P 243 1935
 HF0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0158+STABILITY: SURFACE MOTION
 HF0158
 HF0158  HISTORY     - Date     Condition        Report By
 HF0158  HISTORY     - 1935     MONUMENTED       CGS
 HF0158  HISTORY     - 1960     GOOD             NGS
 HF0158  HISTORY     - 1981     GOOD             KSDT
 HF0158  HISTORY     - 1981     GOOD             KSDT
 HF0158
 HF0158                          STATION DESCRIPTION
 HF0158
 HF0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 HF0158'2.1 MI E FROM LONGTON.
 HF0158'2.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0158'FROM LONGTON, ELK COUNTY, AT A TOWNSHIP-ROAD CROSSING, 50 FEET
 HF0158'SOUTH OF THE CENTERLINE OF THE TRACK, 30 FEET NORTH OF THE
 HF0158'ROAD, AND 5 FEET FROM A FENCE CORNER.  A STANDARD DISK, STAMPED
 HF0158'P 243 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HF0158'GROUND.  NOTE-- 54 FEET SOUTHWEST OF A ROAD CROSSING AND
 HF0158'ABOUT 100 FEET SOUTHWEST OF A STEEL BRIDGE OVER A RIVER.
 HF0158
 HF0158                          STATION RECOVERY (1981)
 HF0158
 HF0158'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 HF0158'RECOVERED IN GOOD CONDITION.
 HF0158
 HF0158                          STATION RECOVERY (1981)
 HF0158
 HF0158'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 HF0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0078 ***********************************************************************
 HF0078  DESIGNATION -  P 244
 HF0078  PID         -  HF0078
 HF0078  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0078  USGS QUAD   -  ELGIN NE (1979)
 HF0078
 HF0078                         *CURRENT SURVEY CONTROL
 HF0078  ___________________________________________________________________
 HF0078* NAD 83(1986)-  37 14 13.     (N)    096 15 15.     (W)     SCALED    
 HF0078* NAVD 88     -       339.926  (meters)    1115.24   (feet)  ADJUSTED  
 HF0078  ___________________________________________________________________
 HF0078  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 HF0078  DYNAMIC HT  -         339.649 (meters)    1114.33  (feet)  COMP
 HF0078  MODELED GRAV-     979,805.8   (mgal)                       NAVD 88
 HF0078
 HF0078  VERT ORDER  -  SECOND    CLASS 0
 HF0078
 HF0078.The horizontal coordinates were scaled from a topographic map and have
 HF0078.an estimated accuracy of +/- 6 seconds.
 HF0078
 HF0078.The orthometric height was determined by differential leveling
 HF0078.and adjusted by the National Geodetic Survey in June 1991..
 HF0078
 HF0078.The geoid height was determined by GEOID03.
 HF0078
 HF0078.The dynamic height is computed by dividing the NAVD 88
 HF0078.geopotential number by the normal gravity value computed on the
 HF0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0078.degrees latitude (g = 980.6199 gals.).
 HF0078
 HF0078.The modeled gravity was interpolated from observed gravity values.
 HF0078
 HF0078;                    North         East    Units  Estimated Accuracy
 HF0078;SPC KS S     -   465,690.      599,270.      MT  (+/- 180 meters Scaled)
 HF0078
 HF0078                          SUPERSEDED SURVEY CONTROL
 HF0078
 HF0078  NGVD 29 (??/??/92)  339.781  (m)         1114.76   (f) ADJ UNCH    2 0
 HF0078
 HF0078.Superseded values are not recommended for survey control.
 HF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0078.See file dsdata.txt to determine how the superseded data were derived.
 HF0078
 HF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG435246(NAD 83)
 HF0078_MARKER: DB = BENCH MARK DISK
 HF0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0078_STAMPING: P 244 1935
 HF0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0078+STABILITY: SURFACE MOTION
 HF0078
 HF0078  HISTORY     - Date     Condition        Report By
 HF0078  HISTORY     - 1935     MONUMENTED       CGS
 HF0078  HISTORY     - 1943     GOOD             NGS
 HF0078
 HF0078                          STATION DESCRIPTION
 HF0078
 HF0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HF0078'9.6 MI N FROM SEDAN.
 HF0078'9.6 MILES NORTH ALONG STATE HIGHWAY 99 FROM SEDAN, CHAUTAUQUA
 HF0078'COUNTY, AT STATION 459+00, IN THE SOUTHEAST QUADRANT OF THE
 HF0078'INTERSECTION OF THE OLD AND THE NEW HIGHWAYS, AND 70 FEET EAST
 HF0078'OF THE CENTERLINE OF THE NEW HIGHWAY.  A STANDARD DISK, STAMPED
 HF0078'P 244 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 HF0078'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0641 ***********************************************************************
 HE0641  DESIGNATION -  P 245
 HE0641  PID         -  HE0641
 HE0641  STATE/COUNTY-  KS/WILSON
 HE0641  USGS QUAD   -  BUFFALO (1959)
 HE0641
 HE0641                         *CURRENT SURVEY CONTROL
 HE0641  ___________________________________________________________________
 HE0641* NAD 83(1986)-  37 38 42.     (N)    095 41 30.     (W)     SCALED    
 HE0641* NAVD 88     -       285.771  (meters)     937.57   (feet)  ADJUSTED  
 HE0641  ___________________________________________________________________
 HE0641  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HE0641  DYNAMIC HT  -         285.549 (meters)     936.84  (feet)  COMP
 HE0641  MODELED GRAV-     979,845.8   (mgal)                       NAVD 88
 HE0641
 HE0641  VERT ORDER  -  SECOND    CLASS 0
 HE0641
 HE0641.The horizontal coordinates were scaled from a topographic map and have
 HE0641.an estimated accuracy of +/- 6 seconds.
 HE0641
 HE0641.The orthometric height was determined by differential leveling
 HE0641.and adjusted by the National Geodetic Survey in June 1991..
 HE0641
 HE0641.The geoid height was determined by GEOID03.
 HE0641
 HE0641.The dynamic height is computed by dividing the NAVD 88
 HE0641.geopotential number by the normal gravity value computed on the
 HE0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0641.degrees latitude (g = 980.6199 gals.).
 HE0641
 HE0641.The modeled gravity was interpolated from observed gravity values.
 HE0641
 HE0641;                    North         East    Units  Estimated Accuracy
 HE0641;SPC KS S     -   512,310.      647,800.      MT  (+/- 180 meters Scaled)
 HE0641
 HE0641                          SUPERSEDED SURVEY CONTROL
 HE0641
 HE0641  NGVD 29 (??/??/92)  285.626  (m)          937.09   (f) ADJ UNCH    2 0
 HE0641
 HE0641.Superseded values are not recommended for survey control.
 HE0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0641.See file dsdata.txt to determine how the superseded data were derived.
 HE0641
 HE0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB625698(NAD 83)
 HE0641_MARKER: DB = BENCH MARK DISK
 HE0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0641+STABILITY: SURFACE MOTION
 HE0641
 HE0641  HISTORY     - Date     Condition        Report By
 HE0641  HISTORY     - UNK      MONUMENTED       CGS
 HE0641  HISTORY     - 1934     GOOD             NGS
 HE0641  HISTORY     - 1964     GOOD             NGS
 HE0641
 HE0641                          STATION DESCRIPTION
 HE0641
 HE0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0641'3.2 MI NE FROM BENEDICT.
 HE0641'3.2 MILES NE OF BENEDICT.  MARK IS LOCATED ALONG THE A.T. AND
 HE0641'S.F. RAILROAD.  335 YDS. N. OF MILE POLE 141, 9 YDS. W. OF
 HE0641'CENTER OF TRACK, 7 YDS E. OF FENCE LINE.  0.2 OF MILE S. OF
 HE0641'ROAD CROSSING.
 HE0641
 HE0641                          STATION RECOVERY (1964)
 HE0641
 HE0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1171 ***********************************************************************
 JE1171  DESIGNATION -  P 246
 JE1171  PID         -  JE1171
 JE1171  STATE/COUNTY-  KS/WOODSON
 JE1171  USGS QUAD   -  LE ROY (1971)
 JE1171
 JE1171                         *CURRENT SURVEY CONTROL
 JE1171  ___________________________________________________________________
 JE1171* NAD 83(1986)-  38 01 31.     (N)    095 38 36.     (W)     SCALED    
 JE1171* NAVD 88     -       314.611  (meters)    1032.19   (feet)  ADJUSTED  
 JE1171  ___________________________________________________________________
 JE1171  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JE1171  DYNAMIC HT  -         314.376 (meters)    1031.42  (feet)  COMP
 JE1171  MODELED GRAV-     979,872.7   (mgal)                       NAVD 88
 JE1171
 JE1171  VERT ORDER  -  SECOND    CLASS 0
 JE1171
 JE1171.The horizontal coordinates were scaled from a topographic map and have
 JE1171.an estimated accuracy of +/- 6 seconds.
 JE1171
 JE1171.The orthometric height was determined by differential leveling
 JE1171.and adjusted by the National Geodetic Survey in June 1991..
 JE1171
 JE1171.The geoid height was determined by GEOID03.
 JE1171
 JE1171.The dynamic height is computed by dividing the NAVD 88
 JE1171.geopotential number by the normal gravity value computed on the
 JE1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1171.degrees latitude (g = 980.6199 gals.).
 JE1171
 JE1171.The modeled gravity was interpolated from observed gravity values.
 JE1171
 JE1171;                    North         East    Units  Estimated Accuracy
 JE1171;SPC KS S     -   554,630.      650,770.      MT  (+/- 180 meters Scaled)
 JE1171
 JE1171                          SUPERSEDED SURVEY CONTROL
 JE1171
 JE1171  NGVD 29 (??/??/92)  314.455  (m)         1031.67   (f) ADJ UNCH    2 0
 JE1171
 JE1171.Superseded values are not recommended for survey control.
 JE1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1171.See file dsdata.txt to determine how the superseded data were derived.
 JE1171
 JE1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC679119(NAD 83)
 JE1171_MARKER: DB = BENCH MARK DISK
 JE1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1171+STABILITY: SURFACE MOTION
 JE1171
 JE1171  HISTORY     - Date     Condition        Report By
 JE1171  HISTORY     - UNK      MONUMENTED       CGS
 JE1171  HISTORY     - 1935     GOOD             NGS
 JE1171  HISTORY     - 1971     MARK NOT FOUND   USGS
 JE1171
 JE1171                          STATION DESCRIPTION
 JE1171
 JE1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1171'3.5 MI N FROM VERNON.
 JE1171'3 1/2 MILES N. OF VERNON KAN.  ALONG THE MO. P. R.R. AT MILE
 JE1171'POLE 388-16.  MARK IS 23 YDS. N. OF CENTER OF ROAD CROSSING,
 JE1171'AND 11 YDS. E. OF CENTER OF TRACK.
 JE1171
 JE1171                          STATION RECOVERY (1971)
 JE1171
 JE1171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JE1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0592 ***********************************************************************
 HE0592  DESIGNATION -  P 25
 HE0592  PID         -  HE0592
 HE0592  STATE/COUNTY-  KS/WILSON
 HE0592  USGS QUAD   -  MIDDLETOWN (1975)
 HE0592
 HE0592                         *CURRENT SURVEY CONTROL
 HE0592  ___________________________________________________________________
 HE0592* NAD 83(1986)-  37 37 54.     (N)    095 48 24.     (W)     SCALED    
 HE0592* NAVD 88     -       261.696  (meters)     858.58   (feet)  ADJUSTED  
 HE0592  ___________________________________________________________________
 HE0592  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 HE0592  DYNAMIC HT  -         261.493 (meters)     857.91  (feet)  COMP
 HE0592  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 HE0592
 HE0592  VERT ORDER  -  FIRST     CLASS II
 HE0592
 HE0592.The horizontal coordinates were scaled from a topographic map and have
 HE0592.an estimated accuracy of +/- 6 seconds.
 HE0592
 HE0592.The orthometric height was determined by differential leveling
 HE0592.and adjusted by the National Geodetic Survey in June 1991..
 HE0592.WARNING-Repeat measurements at this control monument indicate possible
 HE0592.vertical movement.
 HE0592
 HE0592.The geoid height was determined by GEOID03.
 HE0592
 HE0592.The dynamic height is computed by dividing the NAVD 88
 HE0592.geopotential number by the normal gravity value computed on the
 HE0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0592.degrees latitude (g = 980.6199 gals.).
 HE0592
 HE0592.The modeled gravity was interpolated from observed gravity values.
 HE0592
 HE0592;                    North         East    Units  Estimated Accuracy
 HE0592;SPC KS S     -   510,530.      637,700.      MT  (+/- 180 meters Scaled)
 HE0592
 HE0592                          SUPERSEDED SURVEY CONTROL
 HE0592
 HE0592  NGVD 29 (??/??/92)  261.543  (m)          858.08   (f) ADJ UNCH    1 2
 HE0592
 HE0592.Superseded values are not recommended for survey control.
 HE0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0592.See file dsdata.txt to determine how the superseded data were derived.
 HE0592
 HE0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB523686(NAD 83)
 HE0592_MARKER: DB = BENCH MARK DISK
 HE0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0592_STAMPING: P 25 1933
 HE0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0592+STABILITY: SURFACE MOTION
 HE0592
 HE0592  HISTORY     - Date     Condition        Report By
 HE0592  HISTORY     - 1933     MONUMENTED       CGS
 HE0592  HISTORY     - 1934     GOOD             NGS
 HE0592  HISTORY     - 1975     MARK NOT FOUND   USGS
 HE0592  HISTORY     - 1975     MARK NOT FOUND   USGS
 HE0592
 HE0592                          STATION DESCRIPTION
 HE0592
 HE0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0592'1.8 MI SE FROM FARMDALE.
 HE0592'1.8 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 HE0592'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT
 HE0592'FARMDALE, WILSON COUNTY, 0.6 MILE NORTHWEST OF THE CROSSING
 HE0592'OF THE MISSOURI PACIFIC RAILROAD, 45 FEET NORTHEAST OF THE OLD
 HE0592'ROADBED, AND 37 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 HE0592'39.  A STANDARD DISK, STAMPED P 25 1933 AND SET IN THE TOP OF A
 HE0592'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HE0592
 HE0592                          STATION RECOVERY (1934)
 HE0592
 HE0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 HE0592'RECOVERED IN GOOD CONDITION.
 HE0592
 HE0592                          STATION RECOVERY (1975)
 HE0592
 HE0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0592'MARK NOT FOUND.
 HE0592
 HE0592                          STATION RECOVERY (1975)
 HE0592
 HE0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0736 ***********************************************************************
 JE0736  DESIGNATION -  P 251
 JE0736  PID         -  JE0736
 JE0736  STATE/COUNTY-  KS/LINN
 JE0736  USGS QUAD   -  PLEASANTON (1978)
 JE0736
 JE0736                         *CURRENT SURVEY CONTROL
 JE0736  ___________________________________________________________________
 JE0736* NAD 83(1986)-  38 09 15.     (N)    094 42 01.     (W)     SCALED    
 JE0736* NAVD 88     -       255.892  (meters)     839.54   (feet)  ADJUSTED  
 JE0736  ___________________________________________________________________
 JE0736  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE0736  DYNAMIC HT  -         255.703 (meters)     838.92  (feet)  COMP
 JE0736  MODELED GRAV-     979,888.2   (mgal)                       NAVD 88
 JE0736
 JE0736  VERT ORDER  -  SECOND    CLASS 0
 JE0736
 JE0736.The horizontal coordinates were scaled from a topographic map and have
 JE0736.an estimated accuracy of +/- 6 seconds.
 JE0736
 JE0736.The orthometric height was determined by differential leveling
 JE0736.and adjusted by the National Geodetic Survey in June 1991..
 JE0736
 JE0736.The geoid height was determined by GEOID03.
 JE0736
 JE0736.The dynamic height is computed by dividing the NAVD 88
 JE0736.geopotential number by the normal gravity value computed on the
 JE0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0736.degrees latitude (g = 980.6199 gals.).
 JE0736
 JE0736.The modeled gravity was interpolated from observed gravity values.
 JE0736
 JE0736;                    North         East    Units  Estimated Accuracy
 JE0736;SPC KS S     -   571,880.      732,930.      MT  (+/- 180 meters Scaled)
 JE0736
 JE0736                          SUPERSEDED SURVEY CONTROL
 JE0736
 JE0736  NGVD 29 (??/??/92)  255.765  (m)          839.12   (f) ADJ UNCH    2 0
 JE0736
 JE0736.Superseded values are not recommended for survey control.
 JE0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0736.See file dsdata.txt to determine how the superseded data were derived.
 JE0736
 JE0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC510242(NAD 83)
 JE0736_MARKER: DB = BENCH MARK DISK
 JE0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0736_STAMPING: P 251 1934
 JE0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0736+STABILITY: SURFACE MOTION
 JE0736
 JE0736  HISTORY     - Date     Condition        Report By
 JE0736  HISTORY     - 1934     MONUMENTED       CGS
 JE0736  HISTORY     - 1958     MARK NOT FOUND   NGS
 JE0736
 JE0736                          STATION DESCRIPTION
 JE0736
 JE0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JE0736'1.5 MI S FROM PLEASANTON.
 JE0736'1.5 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JE0736'PLEASANTON, LINN COUNTY, 6 FEET NORTHEAST OF THE NINETEENTH
 JE0736'POLE SOUTH OF MILEPOST 75, 41 FEET EAST OF THE CENTERLINE OF
 JE0736'THE MAIN TRACK, AND 9 FEET NORTH OF A FENCE LEADING EAST.  A
 JE0736'STANDARD DISK, STAMPED P 251 1934 AND SET IN THE TOP OF A
 JE0736'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0300 ***********************************************************************
 HE0300  DESIGNATION -  P 252
 HE0300  PID         -  HE0300
 HE0300  STATE/COUNTY-  KS/BOURBON
 HE0300  USGS QUAD   -  HIATTVILLE (1964)
 HE0300
 HE0300                         *CURRENT SURVEY CONTROL
 HE0300  ___________________________________________________________________
 HE0300* NAD 83(1986)-  37 43 55.     (N)    094 45 19.     (W)     SCALED    
 HE0300* NAVD 88     -       294.193  (meters)     965.20   (feet)  ADJUSTED  
 HE0300  ___________________________________________________________________
 HE0300  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HE0300  DYNAMIC HT  -         293.968 (meters)     964.46  (feet)  COMP
 HE0300  MODELED GRAV-     979,859.2   (mgal)                       NAVD 88
 HE0300
 HE0300  VERT ORDER  -  SECOND    CLASS 0
 HE0300
 HE0300.The horizontal coordinates were scaled from a topographic map and have
 HE0300.an estimated accuracy of +/- 6 seconds.
 HE0300
 HE0300.The orthometric height was determined by differential leveling
 HE0300.and adjusted by the National Geodetic Survey in June 1991..
 HE0300
 HE0300.The geoid height was determined by GEOID03.
 HE0300
 HE0300.The dynamic height is computed by dividing the NAVD 88
 HE0300.geopotential number by the normal gravity value computed on the
 HE0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0300.degrees latitude (g = 980.6199 gals.).
 HE0300
 HE0300.The modeled gravity was interpolated from observed gravity values.
 HE0300
 HE0300;                    North         East    Units  Estimated Accuracy
 HE0300;SPC KS S     -   524,860.      729,990.      MT  (+/- 180 meters Scaled)
 HE0300
 HE0300                          SUPERSEDED SURVEY CONTROL
 HE0300
 HE0300  NGVD 29 (??/??/92)  294.075  (m)          964.81   (f) ADJ UNCH    2 0
 HE0300
 HE0300.Superseded values are not recommended for survey control.
 HE0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0300.See file dsdata.txt to determine how the superseded data were derived.
 HE0300
 HE0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB453775(NAD 83)
 HE0300_MARKER: DB = BENCH MARK DISK
 HE0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0300+STABILITY: SURFACE MOTION
 HE0300
 HE0300  HISTORY     - Date     Condition        Report By
 HE0300  HISTORY     - UNK      MONUMENTED       CGS
 HE0300  HISTORY     - 1934     GOOD             NGS
 HE0300
 HE0300                          STATION DESCRIPTION
 HE0300
 HE0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0300'9.2 MI S FROM FORT SCOTT.
 HE0300'9.2 MILES SOUTH OF FORT SCOTT 39 FEET WEST OF CENTER OF MAIN
 HE0300'TRACK OF FRISCO RR.  30 FEET SOUTH OF CENTER OF ROAD 9 FEET
 HE0300'SOUTHEAST OF CORNER FENCE POST 42 FEET NORTH OF MILE POLE 107-29
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0301 ***********************************************************************
 HE0301  DESIGNATION -  P 252 RESET
 HE0301  PID         -  HE0301
 HE0301  STATE/COUNTY-  KS/BOURBON
 HE0301  USGS QUAD   -  HIATTVILLE (1964)
 HE0301
 HE0301                         *CURRENT SURVEY CONTROL
 HE0301  ___________________________________________________________________
 HE0301* NAD 83(1986)-  37 43 55.     (N)    094 45 21.     (W)     SCALED    
 HE0301* NAVD 88     -       294.01   (meters)     964.6    (feet)  RESET     
 HE0301  ___________________________________________________________________
 HE0301  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 HE0301
 HE0301  VERT ORDER  -  THIRD
 HE0301
 HE0301.The horizontal coordinates were scaled from a topographic map and have
 HE0301.an estimated accuracy of +/- 6 seconds.
 HE0301
 HE0301.The orthometric height was computed from unverified reset data.
 HE0301.No vertical observational check was made to the station.
 HE0301
 HE0301.The geoid height was determined by GEOID03.
 HE0301
 HE0301;                    North         East    Units  Estimated Accuracy
 HE0301;SPC KS S     -   524,860.      729,950.      MT  (+/- 180 meters Scaled)
 HE0301
 HE0301                          SUPERSEDED SURVEY CONTROL
 HE0301
 HE0301  NGVD 29 (??/??/??)  293.89   (m)          964.2    (f) RESET       3  
 HE0301
 HE0301.Superseded values are not recommended for survey control.
 HE0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0301.See file dsdata.txt to determine how the superseded data were derived.
 HE0301
 HE0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB452775(NAD 83)
 HE0301_MARKER: DB = BENCH MARK DISK
 HE0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0301_STAMPING: P 252 RESET 1950
 HE0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0301+STABILITY: SURFACE MOTION
 HE0301
 HE0301  HISTORY     - Date     Condition        Report By
 HE0301  HISTORY     - 1950     MONUMENTED       KSHC
 HE0301
 HE0301                          STATION DESCRIPTION
 HE0301
 HE0301'DESCRIBED BY KS HIGHWAY COMM 1950
 HE0301'9.2 MI S FROM FORT SCOTT.
 HE0301'9.2 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0301'FORT SCOTT, BOURBON COUNTY, 29 POLES SOUTH OF MILEPOST 107,
 HE0301'AT A ROAD CROSSING, 31 FEET SOUTH OF THE NORTH LINE OF SEC.
 HE0301'2, T. 27 S., R. 24 E., AND AT THE WEST RIGHT-OF-WAY LINE OF
 HE0301'THE RAILWAY.  A STANDARD DISK, STAMPED P 252 RESET 1950 AND
 HE0301'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0231 ***********************************************************************
 HE0231  DESIGNATION -  P 253
 HE0231  PID         -  HE0231
 HE0231  STATE/COUNTY-  KS/CHEROKEE
 HE0231  USGS QUAD   -  CHEROKEE (1964)
 HE0231
 HE0231                         *CURRENT SURVEY CONTROL
 HE0231  ___________________________________________________________________
 HE0231* NAD 83(1986)-  37 16 39.     (N)    094 49 27.     (W)     SCALED    
 HE0231* NAVD 88     -       274.480  (meters)     900.52   (feet)  ADJUSTED  
 HE0231  ___________________________________________________________________
 HE0231  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 HE0231  DYNAMIC HT  -         274.261 (meters)     899.80  (feet)  COMP
 HE0231  MODELED GRAV-     979,825.6   (mgal)                       NAVD 88
 HE0231
 HE0231  VERT ORDER  -  SECOND    CLASS 0
 HE0231
 HE0231.The horizontal coordinates were scaled from a topographic map and have
 HE0231.an estimated accuracy of +/- 6 seconds.
 HE0231
 HE0231.The orthometric height was determined by differential leveling
 HE0231.and adjusted by the National Geodetic Survey in June 1991..
 HE0231
 HE0231.The geoid height was determined by GEOID03.
 HE0231
 HE0231.The dynamic height is computed by dividing the NAVD 88
 HE0231.geopotential number by the normal gravity value computed on the
 HE0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0231.degrees latitude (g = 980.6199 gals.).
 HE0231
 HE0231.The modeled gravity was interpolated from observed gravity values.
 HE0231
 HE0231;                    North         East    Units  Estimated Accuracy
 HE0231;SPC KS S     -   474,220.      725,910.      MT  (+/- 180 meters Scaled)
 HE0231
 HE0231                          SUPERSEDED SURVEY CONTROL
 HE0231
 HE0231  NGVD 29 (??/??/92)  274.369  (m)          900.16   (f) ADJ UNCH    2 0
 HE0231
 HE0231.Superseded values are not recommended for survey control.
 HE0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0231.See file dsdata.txt to determine how the superseded data were derived.
 HE0231
 HE0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB382272(NAD 83)
 HE0231_MARKER: DB = BENCH MARK DISK
 HE0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0231+STABILITY: SURFACE MOTION
 HE0231
 HE0231  HISTORY     - Date     Condition        Report By
 HE0231  HISTORY     - UNK      MONUMENTED       CGS
 HE0231  HISTORY     - 1935     GOOD             NGS
 HE0231
 HE0231                          STATION DESCRIPTION
 HE0231
 HE0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0231'AT SCAMMON.
 HE0231'AT SCAMMON, CHEROKEE COUNTY, 14 RAILS NORTH OF THE ST. LOUIS-SAN
 HE0231'FRANCISCO RAILWAY STATION, 33 FEET SOUTH OF THE CENTERLINE OF
 HE0231'AN ELECTRIC RAILROAD TRACK, AND 60 FEET WEST OF THE CENTERLINE
 HE0231'OF THE ST. LOUIS-SAN FRANCISCO RAILWAY MAIN TRACK.  A STANDARD
 HE0231'DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0271 ***********************************************************************
 KE0271  DESIGNATION -  P 259
 KE0271  PID         -  KE0271
 KE0271  STATE/COUNTY-  KS/JOHNSON
 KE0271  USGS QUAD   -  EDWARDSVILLE (1991)
 KE0271
 KE0271                         *CURRENT SURVEY CONTROL
 KE0271  ___________________________________________________________________
 KE0271* NAD 83(1986)-  39 02 37.     (N)    094 47 25.     (W)     SCALED    
 KE0271* NAVD 88     -       234.255  (meters)     768.55   (feet)  ADJUSTED  
 KE0271  ___________________________________________________________________
 KE0271  GEOID HEIGHT-         -32.31  (meters)                     GEOID03
 KE0271  DYNAMIC HT  -         234.102 (meters)     768.05  (feet)  COMP
 KE0271  MODELED GRAV-     979,969.2   (mgal)                       NAVD 88
 KE0271
 KE0271  VERT ORDER  -  SECOND    CLASS 0
 KE0271
 KE0271.The horizontal coordinates were scaled from a topographic map and have
 KE0271.an estimated accuracy of +/- 6 seconds.
 KE0271
 KE0271.The orthometric height was determined by differential leveling
 KE0271.and adjusted by the National Geodetic Survey in June 1991..
 KE0271
 KE0271.The geoid height was determined by GEOID03.
 KE0271
 KE0271.The dynamic height is computed by dividing the NAVD 88
 KE0271.geopotential number by the normal gravity value computed on the
 KE0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0271.degrees latitude (g = 980.6199 gals.).
 KE0271
 KE0271.The modeled gravity was interpolated from observed gravity values.
 KE0271
 KE0271;                    North         East    Units  Estimated Accuracy
 KE0271;SPC KS N     -    83,770.      677,810.      MT  (+/- 180 meters Scaled)
 KE0271
 KE0271                          SUPERSEDED SURVEY CONTROL
 KE0271
 KE0271  NGVD 29 (??/??/92)  234.157  (m)          768.23   (f) ADJ UNCH    2 0
 KE0271
 KE0271.Superseded values are not recommended for survey control.
 KE0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0271.See file dsdata.txt to determine how the superseded data were derived.
 KE0271
 KE0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD450231(NAD 83)
 KE0271_MARKER: DB = BENCH MARK DISK
 KE0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0271_SP_SET: CONCRETE BASE
 KE0271_STAMPING: P 259 1940
 KE0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0271
 KE0271  HISTORY     - Date     Condition        Report By
 KE0271  HISTORY     - 1940     MONUMENTED       CGS
 KE0271  HISTORY     - 1951     GOOD             NGS
 KE0271  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0271
 KE0271                          STATION DESCRIPTION
 KE0271
 KE0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0271'0.7 MI NE FROM HOLLIDAY.
 KE0271'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0271'RAILWAY FROM THE STATION AT HOLLIDAY, JOHNSON COUNTY, AT A
 KE0271'LARGE SEMAPHORE, IN THE TOP OF THE EAST CORNER OF THE CONCRETE
 KE0271'BASE OF THE VERTICAL STEEL COLUMN, 9.7 FEET NORTHWEST OF THE
 KE0271'CENTERLINE OF THE NORTHWEST MAIN TRACK, 0.6 FOOT NORTHWEST OF THE
 KE0271'SOUTHEAST EDGE OF THE CONCRETE BASE, AND 0.5 FOOT SOUTHWEST
 KE0271'OF THE NORTHEAST EDGE.  A STANDARD DISK, STAMPED P 259 1940.
 KE0271
 KE0271                          STATION RECOVERY (1986)
 KE0271
 KE0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0898 ***********************************************************************
 JE0898  DESIGNATION -  P 260
 JE0898  PID         -  JE0898
 JE0898  STATE/COUNTY-  KS/JOHNSON
 JE0898  USGS QUAD   -  DE SOTO (1991)
 JE0898
 JE0898                         *CURRENT SURVEY CONTROL
 JE0898  ___________________________________________________________________
 JE0898* NAD 83(1986)-  38 58 50.     (N)    094 57 25.     (W)     SCALED    
 JE0898* NAVD 88     -       241.090  (meters)     790.98   (feet)  ADJUSTED  
 JE0898  ___________________________________________________________________
 JE0898  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 JE0898  DYNAMIC HT  -         240.933 (meters)     790.46  (feet)  COMP
 JE0898  MODELED GRAV-     979,971.8   (mgal)                       NAVD 88
 JE0898
 JE0898  VERT ORDER  -  FIRST     CLASS II
 JE0898
 JE0898.The horizontal coordinates were scaled from a topographic map and have
 JE0898.an estimated accuracy of +/- 6 seconds.
 JE0898
 JE0898.The orthometric height was determined by differential leveling
 JE0898.and adjusted by the National Geodetic Survey in June 1991..
 JE0898
 JE0898.The geoid height was determined by GEOID03.
 JE0898
 JE0898.The dynamic height is computed by dividing the NAVD 88
 JE0898.geopotential number by the normal gravity value computed on the
 JE0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0898.degrees latitude (g = 980.6199 gals.).
 JE0898
 JE0898.The modeled gravity was interpolated from observed gravity values.
 JE0898
 JE0898;                    North         East    Units  Estimated Accuracy
 JE0898;SPC KS N     -    76,280.      663,620.      MT  (+/- 180 meters Scaled)
 JE0898
 JE0898                          SUPERSEDED SURVEY CONTROL
 JE0898
 JE0898  NGVD 29 (??/??/92)  240.991  (m)          790.65   (f) ADJ UNCH    1 2
 JE0898
 JE0898.Superseded values are not recommended for survey control.
 JE0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0898.See file dsdata.txt to determine how the superseded data were derived.
 JE0898
 JE0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD304164(NAD 83)
 JE0898_MARKER: DB = BENCH MARK DISK
 JE0898_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JE0898_SP_SET: ABUTMENT
 JE0898_STAMPING: P 260 1940
 JE0898_MARK LOGO: CGS   
 JE0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0898+STABILITY: SURFACE MOTION
 JE0898
 JE0898  HISTORY     - Date     Condition        Report By
 JE0898  HISTORY     - 1940     MONUMENTED       CGS
 JE0898  HISTORY     - 1951     GOOD             NGS
 JE0898  HISTORY     - 1974     GOOD             LOCENG
 JE0898  HISTORY     - 1974     GOOD             KSWRB
 JE0898  HISTORY     - 1986     GOOD             NGS
 JE0898  HISTORY     - 20051112 MARK NOT FOUND   GEOCAC
 JE0898
 JE0898                          STATION DESCRIPTION
 JE0898
 JE0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0898'AT DE SOTO.
 JE0898'AT DE SOTO, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 0.2
 JE0898'MILE EAST OF THE STATION, 37 FEET SOUTHEAST OF THE FIFTH POLE
 JE0898'EAST OF MILEPOST 11, AT THE WEST END OF BRIDGE 10 A OVER KILL
 JE0898'CREEK, IN THE TOP OF THE NORTH END OF THE CONCRETE ABUTMENT,
 JE0898'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 JE0898'STAMPED P 260 1940.
 JE0898
 JE0898                          STATION RECOVERY (1974)
 JE0898
 JE0898'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 JE0898'RECOVERED IN GOOD CONDITION.
 JE0898
 JE0898                          STATION RECOVERY (1974)
 JE0898
 JE0898'RECOVERY NOTE BY KANSAS WATER RESOURCES BOARD 1974
 JE0898'RECOVERED IN GOOD CONDITION.
 JE0898
 JE0898                          STATION RECOVERY (1986)
 JE0898
 JE0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JE0898'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.3 KM (8.9
 JE0898'MI) WESTERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE
 JE0898'HIGHWAY 35 IN SHAWNEE, THENCE 7.4 KM (4.6 MI) SOUTHERLY ALONG STATE
 JE0898'HIGHWAY 7, THENCE 9.4 KM (5.85 MI) WESTERLY ALONG STATE HIGHWAY 10,
 JE0898'THENCE 2.4 KM (1.3 MI) NORTHERLY ALONG KILL CREEK ROAD.  ADD--2.0 M
 JE0898'(6.6 FT) NORTH OF THE NEAR RAIL, AND 0.4 M (1.3 FT) SOUTH OF THE NORTH
 JE0898'END OF THE ABUTMENT.  NOTE--THE DISK HAS BEEN MUTILATED AND THE
 JE0898'STAMPING IS ILLEGIBLE.
 JE0898
 JE0898                          STATION RECOVERY (2005)
 JE0898
 JE0898'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0898'THE UPPER PORTION OF THE CONCRETE ABUTMENT WAS REMOVED TO ACCOMMODATE
 JE0898'A NEW BRIDGE DECK. THE DISK IS PRESUMED TO HAVE BEEN REMOVED DURING
 JE0898'THE RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0075 ***********************************************************************
 KF0075  DESIGNATION -  P 262
 KF0075  PID         -  KF0075
 KF0075  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0075  USGS QUAD   -  BELVUE (1978)
 KF0075
 KF0075                         *CURRENT SURVEY CONTROL
 KF0075  ___________________________________________________________________
 KF0075* NAD 83(1986)-  39 13 01.     (N)    096 08 49.     (W)     SCALED    
 KF0075* NAVD 88     -       291.664  (meters)     956.90   (feet)  POSTED    
 KF0075  ___________________________________________________________________
 KF0075  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 KF0075  DYNAMIC HT  -         291.480 (meters)     956.30  (feet)  COMP
 KF0075  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 KF0075
 KF0075  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KF0075
 KF0075.The horizontal coordinates were scaled from a topographic map and have
 KF0075.an estimated accuracy of +/- 6 seconds.
 KF0075
 KF0075.The orthometric height was determined by differential leveling
 KF0075.and adjusted by the National Geodetic Survey in 1992..
 KF0075.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KF0075.rate of 2.1 thru 3.0 mm/km.
 KF0075
 KF0075.The geoid height was determined by GEOID03.
 KF0075
 KF0075.The dynamic height is computed by dividing the NAVD 88
 KF0075.geopotential number by the normal gravity value computed on the
 KF0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0075.degrees latitude (g = 980.6199 gals.).
 KF0075
 KF0075.The modeled gravity was interpolated from observed gravity values.
 KF0075
 KF0075;                    North         East    Units  Estimated Accuracy
 KF0075;SPC KS N     -    99,730.      560,010.      MT  (+/- 180 meters Scaled)
 KF0075
 KF0075                          SUPERSEDED SURVEY CONTROL
 KF0075
 KF0075  NGVD 29 (??/??/92)  291.553  (m)          956.54   (f) ADJ UNCH    1 2
 KF0075
 KF0075.Superseded values are not recommended for survey control.
 KF0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0075.See file dsdata.txt to determine how the superseded data were derived.
 KF0075
 KF0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ463447(NAD 83)
 KF0075_MARKER: DB = BENCH MARK DISK
 KF0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0075_STAMPING: P 262 1940
 KF0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0075+STABILITY: SURFACE MOTION
 KF0075
 KF0075  HISTORY     - Date     Condition        Report By
 KF0075  HISTORY     - 1940     MONUMENTED       CGS
 KF0075  HISTORY     - 1965     GOOD             NGS
 KF0075  HISTORY     - 1986     MARK NOT FOUND   NGS
 KF0075
 KF0075                          STATION DESCRIPTION
 KF0075
 KF0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0075'1.6 MI E FROM BELVUE.
 KF0075'1.6 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0075'AT BELVUE, AT A ROAD CROSSING, 62 FEET SOUTHEAST OF THE CENTER
 KF0075'OF THE ROAD AND RAILROAD CROSSING, 48 FEET SOUTH OF CENTER
 KF0075'LINE OF THE TRACK, 40 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KF0075'20 FEET EAST OF THE UTILITY POLE, 18 FEET EAST OF THE FENCE
 KF0075'CORNER, 1 FOOT NORTH OF THE FENCE AND 1 FOOT WEST OF A METAL
 KF0075'WITNESS POST AND SIGN.  A STANDARD DISK, STAMPED, P 262 1940,
 KF0075'IN THE TOP OF A CONCRETE POST AND 4 INCHES BELOW SURFACE OF
 KF0075'THE GROUND.
 KF0075
 KF0075                          STATION RECOVERY (1986)
 KF0075
 KF0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0606 ***********************************************************************
 KE0606  DESIGNATION -  P 264
 KE0606  PID         -  KE0606
 KE0606  STATE/COUNTY-  KS/DOUGLAS
 KE0606  USGS QUAD   -  WILLIAMSTOWN (1978)
 KE0606
 KE0606                         *CURRENT SURVEY CONTROL
 KE0606  ___________________________________________________________________
 KE0606* NAD 83(1986)-  39 02 17.     (N)    095 22 07.     (W)     SCALED    
 KE0606* NAVD 88     -       256.963  (meters)     843.05   (feet)  ADJUSTED  
 KE0606  ___________________________________________________________________
 KE0606  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 KE0606  DYNAMIC HT  -         256.796 (meters)     842.50  (feet)  COMP
 KE0606  MODELED GRAV-     979,975.0   (mgal)                       NAVD 88
 KE0606
 KE0606  VERT ORDER  -  FIRST     CLASS II
 KE0606
 KE0606.The horizontal coordinates were scaled from a topographic map and have
 KE0606.an estimated accuracy of +/- 6 seconds.
 KE0606
 KE0606.The orthometric height was determined by differential leveling
 KE0606.and adjusted by the National Geodetic Survey in June 1991..
 KE0606
 KE0606.The geoid height was determined by GEOID03.
 KE0606
 KE0606.The dynamic height is computed by dividing the NAVD 88
 KE0606.geopotential number by the normal gravity value computed on the
 KE0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0606.degrees latitude (g = 980.6199 gals.).
 KE0606
 KE0606.The modeled gravity was interpolated from observed gravity values.
 KE0606
 KE0606;                    North         East    Units  Estimated Accuracy
 KE0606;SPC KS N     -    81,540.      627,790.      MT  (+/- 180 meters Scaled)
 KE0606
 KE0606                          SUPERSEDED SURVEY CONTROL
 KE0606
 KE0606  NGVD 29 (??/??/92)  256.883  (m)          842.79   (f) ADJ UNCH    1 2
 KE0606
 KE0606.Superseded values are not recommended for survey control.
 KE0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0606.See file dsdata.txt to determine how the superseded data were derived.
 KE0606
 KE0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD949236(NAD 83)
 KE0606_MARKER: DB = BENCH MARK DISK
 KE0606_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0606_SP_SET: CONCRETE BASE
 KE0606_STAMPING: P 264 1940
 KE0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0606
 KE0606  HISTORY     - Date     Condition        Report By
 KE0606  HISTORY     - 1940     MONUMENTED       CGS
 KE0606  HISTORY     - 1951     GOOD             NGS
 KE0606  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0606
 KE0606                          STATION DESCRIPTION
 KE0606
 KE0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0606'1.6 MI E FROM LECOMPTON.
 KE0606'1.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0606'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, 5 POLES SOUTHEAST
 KE0606'OF MILEPOST 36, AT SEMAPHORE 351, AND IN THE TOP OF THE SOUTHWEST
 KE0606'EDGE OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED P 264 1940.
 KE0606
 KE0606                          STATION RECOVERY (1986)
 KE0606
 KE0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0317 ***********************************************************************
 HF0317  DESIGNATION -  P 265
 HF0317  PID         -  HF0317
 HF0317  STATE/COUNTY-  KS/BUTLER
 HF0317  USGS QUAD   -  ROSALIA NW (1961)
 HF0317
 HF0317                         *CURRENT SURVEY CONTROL
 HF0317  ___________________________________________________________________
 HF0317* NAD 83(1986)-  37 56 15.     (N)    096 44 19.     (W)     SCALED    
 HF0317* NAVD 88     -       420.446  (meters)    1379.41   (feet)  ADJUSTED  
 HF0317  ___________________________________________________________________
 HF0317  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 HF0317  DYNAMIC HT  -         420.118 (meters)    1378.34  (feet)  COMP
 HF0317  MODELED GRAV-     979,836.6   (mgal)                       NAVD 88
 HF0317
 HF0317  VERT ORDER  -  SECOND    CLASS 0
 HF0317
 HF0317.The horizontal coordinates were scaled from a topographic map and have
 HF0317.an estimated accuracy of +/- 6 seconds.
 HF0317
 HF0317.The orthometric height was determined by differential leveling
 HF0317.and adjusted by the National Geodetic Survey in June 1991..
 HF0317
 HF0317.The geoid height was determined by GEOID03.
 HF0317
 HF0317.The dynamic height is computed by dividing the NAVD 88
 HF0317.geopotential number by the normal gravity value computed on the
 HF0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0317.degrees latitude (g = 980.6199 gals.).
 HF0317
 HF0317.The modeled gravity was interpolated from observed gravity values.
 HF0317
 HF0317;                    North         East    Units  Estimated Accuracy
 HF0317;SPC KS S     -   542,510.      554,820.      MT  (+/- 180 meters Scaled)
 HF0317
 HF0317                          SUPERSEDED SURVEY CONTROL
 HF0317
 HF0317  NGVD 29 (??/??/92)  420.286  (m)         1378.89   (f) ADJ UNCH    2 0
 HF0317
 HF0317.Superseded values are not recommended for survey control.
 HF0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0317.See file dsdata.txt to determine how the superseded data were derived.
 HF0317
 HF0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH987012(NAD 83)
 HF0317_MARKER: DB = BENCH MARK DISK
 HF0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0317_SP_SET: BRIDGE
 HF0317_STAMPING: P 265 1940
 HF0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0317
 HF0317  HISTORY     - Date     Condition        Report By
 HF0317  HISTORY     - 1940     MONUMENTED       CGS
 HF0317  HISTORY     - 1970     GOOD             NGS
 HF0317
 HF0317                          STATION DESCRIPTION
 HF0317
 HF0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 HF0317'2.9 MI N FROM CHELSEA.
 HF0317'2.9 MILES NORTH OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0317'STATION IN CHELSEA.  ON THE RAILROAD BRIDGE NO. 163 A.  14.6
 HF0317'FEET WEST OF THE CENTER LINE OF THE TRACK.  4 FEET BELOW THE
 HF0317'TOP OF THE RAIL.  SET FLUSH AND HORIZONTALLY IN THE TOP OF THE
 HF0317'NORTHWEST CORNER OF THE WEST HEADWALL.  NO 4 X 4 INCH WOODEN
 HF0317'POST SET--BRIDGE IDENTIFIES THE LOCATION OF THE MARK.  A
 HF0317'STANDARD DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0241 ***********************************************************************
 HG0241  DESIGNATION -  P 266
 HG0241  PID         -  HG0241
 HG0241  STATE/COUNTY-  KS/BARBER
 HG0241  USGS QUAD   -  SUN CITY (1968)
 HG0241
 HG0241                         *CURRENT SURVEY CONTROL
 HG0241  ___________________________________________________________________
 HG0241* NAD 83(1986)-  37 24 52.     (N)    098 59 06.     (W)     SCALED    
 HG0241* NAVD 88     -       531.823  (meters)    1744.82   (feet)  ADJUSTED  
 HG0241  ___________________________________________________________________
 HG0241  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 HG0241  DYNAMIC HT  -         531.365 (meters)    1743.32  (feet)  COMP
 HG0241  MODELED GRAV-     979,752.9   (mgal)                       NAVD 88
 HG0241
 HG0241  VERT ORDER  -  SECOND    CLASS 0
 HG0241
 HG0241.The horizontal coordinates were scaled from a topographic map and have
 HG0241.an estimated accuracy of +/- 6 seconds.
 HG0241
 HG0241.The orthometric height was determined by differential leveling
 HG0241.and adjusted by the National Geodetic Survey in June 1991..
 HG0241
 HG0241.The geoid height was determined by GEOID03.
 HG0241
 HG0241.The dynamic height is computed by dividing the NAVD 88
 HG0241.geopotential number by the normal gravity value computed on the
 HG0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0241.degrees latitude (g = 980.6199 gals.).
 HG0241
 HG0241.The modeled gravity was interpolated from observed gravity values.
 HG0241
 HG0241;                    North         East    Units  Estimated Accuracy
 HG0241;SPC KS S     -   483,100.      357,070.      MT  (+/- 180 meters Scaled)
 HG0241
 HG0241                          SUPERSEDED SURVEY CONTROL
 HG0241
 HG0241  NGVD 29 (??/??/92)  531.581  (m)         1744.03   (f) ADJ UNCH    2 0
 HG0241
 HG0241.Superseded values are not recommended for survey control.
 HG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0241.See file dsdata.txt to determine how the superseded data were derived.
 HG0241
 HG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG013408(NAD 83)
 HG0241_MARKER: DB = BENCH MARK DISK
 HG0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0241_STAMPING: P 266 1940
 HG0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0241+STABILITY: SURFACE MOTION
 HG0241
 HG0241  HISTORY     - Date     Condition        Report By
 HG0241  HISTORY     - 1940     MONUMENTED       CGS
 HG0241  HISTORY     - 1967     MARK NOT FOUND   USGS
 HG0241
 HG0241                          STATION DESCRIPTION
 HG0241
 HG0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0241'4.7 MI NW FROM SUN CITY.
 HG0241'4.7 MILES NORTHWEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0241'TOPEKA, AND SANTA FE RR.  3/4 OF THE POLE SPACING WEST FROM MILE
 HG0241'POST NO. 44.  43.0 FEET NORTH OF THE NORTH RAIL.  13.0 FEET WEST
 HG0241'OF THE CENTER LINE OF A GATE.  4.0 FEET SOUTH OF A WIRE FENCE.
 HG0241'2.5 FEET SOUTH OF 4X4 INCH WOODEN POST PAINTED WHITE PROJECTING
 HG0241'2.0 FEET.
 HG0241
 HG0241                          STATION RECOVERY (1967)
 HG0241
 HG0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HG0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0380 ***********************************************************************
 JG0380  DESIGNATION -  P 267
 JG0380  PID         -  JG0380
 JG0380  STATE/COUNTY-  KS/ELLIS
 JG0380  USGS QUAD   -  HAYS SOUTH (1983)
 JG0380
 JG0380                         *CURRENT SURVEY CONTROL
 JG0380  ___________________________________________________________________
 JG0380* NAD 83(1986)-  38 51 28.     (N)    099 17 34.     (W)     SCALED    
 JG0380* NAVD 88     -       607.652  (meters)    1993.60   (feet)  ADJUSTED  
 JG0380  ___________________________________________________________________
 JG0380  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 JG0380  DYNAMIC HT  -         607.201 (meters)    1992.13  (feet)  COMP
 JG0380  MODELED GRAV-     979,866.1   (mgal)                       NAVD 88
 JG0380
 JG0380  VERT ORDER  -  FIRST     CLASS II
 JG0380
 JG0380.The horizontal coordinates were scaled from a topographic map and have
 JG0380.an estimated accuracy of +/- 6 seconds.
 JG0380
 JG0380.The orthometric height was determined by differential leveling
 JG0380.and adjusted by the National Geodetic Survey in June 1991..
 JG0380
 JG0380.The geoid height was determined by GEOID03.
 JG0380
 JG0380.The dynamic height is computed by dividing the NAVD 88
 JG0380.geopotential number by the normal gravity value computed on the
 JG0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0380.degrees latitude (g = 980.6199 gals.).
 JG0380
 JG0380.The modeled gravity was interpolated from observed gravity values.
 JG0380
 JG0380;                    North         East    Units  Estimated Accuracy
 JG0380;SPC KS N     -    59,020.      287,790.      MT  (+/- 180 meters Scaled)
 JG0380
 JG0380                          SUPERSEDED SURVEY CONTROL
 JG0380
 JG0380  NGVD 29 (??/??/92)  607.397  (m)         1992.77   (f) ADJ UNCH    1 2
 JG0380
 JG0380.Superseded values are not recommended for survey control.
 JG0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0380.See file dsdata.txt to determine how the superseded data were derived.
 JG0380
 JG0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ745010(NAD 83)
 JG0380_MARKER: DB = BENCH MARK DISK
 JG0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0380_SP_SET: CULVERT
 JG0380_STAMPING: P 267 1940
 JG0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0380+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 JG0380
 JG0380  HISTORY     - Date     Condition        Report By
 JG0380  HISTORY     - 1940     MONUMENTED       CGS
 JG0380  HISTORY     - 20050601 GOOD             USGS
 JG0380
 JG0380                          STATION DESCRIPTION
 JG0380
 JG0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0380'2.6 MI E FROM HAYS.
 JG0380'ABOUT 2.6 MILES EAST U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0380'RAILROAD STATION AT HAYS, ELLIS COUNTY, ABOUT 600 FEET EAST
 JG0380'OF THE CENTER LINE OF A ROAD CROSSING, AT A CONCRETE CULVERT,
 JG0380'IN THE CENTER OF THE TOP OF THE SOUTH HEAD WALL, AND 21 FEET
 JG0380'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 JG0380'STAMPED P 267 1940.
 JG0380
 JG0380                          STATION RECOVERY (2005)
 JG0380
 JG0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (RWG)
 JG0380'ON OLD HIGHWAY 40 APPROXIMATELY .25 MILES EAST OF INTERSECTION WITH
 JG0380'CANTERBURY DR.
 JG0380'NR. NORTHWEST CORNER OF FANCHON BALLROOM PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0542 ***********************************************************************
 JG0542  DESIGNATION -  P 268
 JG0542  PID         -  JG0542
 JG0542  STATE/COUNTY-  KS/NESS
 JG0542  USGS QUAD   -  OSGOOD (1980)
 JG0542
 JG0542                         *CURRENT SURVEY CONTROL
 JG0542  ___________________________________________________________________
 JG0542* NAD 83(1986)-  38 38 51.     (N)    099 45 08.     (W)     SCALED    
 JG0542* NAVD 88     -       736.218  (meters)    2415.41   (feet)  ADJUSTED  
 JG0542  ___________________________________________________________________
 JG0542  GEOID HEIGHT-         -25.87  (meters)                     GEOID03
 JG0542  DYNAMIC HT  -         735.638 (meters)    2413.51  (feet)  COMP
 JG0542  MODELED GRAV-     979,816.7   (mgal)                       NAVD 88
 JG0542
 JG0542  VERT ORDER  -  SECOND    CLASS 0
 JG0542
 JG0542.The horizontal coordinates were scaled from a topographic map and have
 JG0542.an estimated accuracy of +/- 6 seconds.
 JG0542
 JG0542.The orthometric height was determined by differential leveling
 JG0542.and adjusted by the National Geodetic Survey in June 1991..
 JG0542
 JG0542.The geoid height was determined by GEOID03.
 JG0542
 JG0542.The dynamic height is computed by dividing the NAVD 88
 JG0542.geopotential number by the normal gravity value computed on the
 JG0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0542.degrees latitude (g = 980.6199 gals.).
 JG0542
 JG0542.The modeled gravity was interpolated from observed gravity values.
 JG0542
 JG0542;                    North         East    Units  Estimated Accuracy
 JG0542;SPC KS S     -   620,580.      290,990.      MT  (+/- 180 meters Scaled)
 JG0542
 JG0542                          SUPERSEDED SURVEY CONTROL
 JG0542
 JG0542  NGVD 29 (??/??/92)  735.915  (m)         2414.41   (f) ADJ UNCH    2 0
 JG0542
 JG0542.Superseded values are not recommended for survey control.
 JG0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0542.See file dsdata.txt to determine how the superseded data were derived.
 JG0542
 JG0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH345779(NAD 83)
 JG0542_MARKER: DB = BENCH MARK DISK
 JG0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0542_STAMPING: P 268 1940
 JG0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0542+STABILITY: SURFACE MOTION
 JG0542
 JG0542  HISTORY     - Date     Condition        Report By
 JG0542  HISTORY     - 1940     MONUMENTED       CGS
 JG0542
 JG0542                          STATION DESCRIPTION
 JG0542
 JG0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0542'0.7 MI W FROM BROWNELL.
 JG0542'0.7 MILES WEST OF BY RAIL FROM DEPOT.  ALONG THE RIGHT-OF-WAY OF
 JG0542'THE MISSOURI PACIFIC RR.  45 FEET SOUTH OF THE CENTERLINE OF
 JG0542'TRACK.  24 FEET EAST OF THE CENTER LINE OF A SECTION ROAD.  4.0
 JG0542'FEET WEST OF A WHITE 4 X 4 INCH WOODEN POST THAT IS PROJECTING
 JG0542'18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0493 ***********************************************************************
 JG0493  DESIGNATION -  P 27
 JG0493  PID         -  JG0493
 JG0493  STATE/COUNTY-  KS/HODGEMAN
 JG0493  USGS QUAD   -  JETMORE (1969)
 JG0493
 JG0493                         *CURRENT SURVEY CONTROL
 JG0493  ___________________________________________________________________
 JG0493* NAD 83(1986)-  38 07 02.     (N)    099 53 55.     (W)     SCALED    
 JG0493* NAVD 88     -       720.582  (meters)    2364.11   (feet)  ADJUSTED  
 JG0493  ___________________________________________________________________
 JG0493  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0493  DYNAMIC HT  -         719.984 (meters)    2362.15  (feet)  COMP
 JG0493  MODELED GRAV-     979,775.8   (mgal)                       NAVD 88
 JG0493
 JG0493  VERT ORDER  -  SECOND    CLASS 0
 JG0493
 JG0493.The horizontal coordinates were scaled from a topographic map and have
 JG0493.an estimated accuracy of +/- 6 seconds.
 JG0493
 JG0493.The orthometric height was determined by differential leveling
 JG0493.and adjusted by the National Geodetic Survey in June 1991..
 JG0493
 JG0493.The geoid height was determined by GEOID03.
 JG0493
 JG0493.The dynamic height is computed by dividing the NAVD 88
 JG0493.geopotential number by the normal gravity value computed on the
 JG0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0493.degrees latitude (g = 980.6199 gals.).
 JG0493
 JG0493.The modeled gravity was interpolated from observed gravity values.
 JG0493
 JG0493;                    North         East    Units  Estimated Accuracy
 JG0493;SPC KS S     -   561,910.      277,360.      MT  (+/- 180 meters Scaled)
 JG0493
 JG0493                          SUPERSEDED SURVEY CONTROL
 JG0493
 JG0493  NGVD 29 (??/??/92)  720.321  (m)         2363.25   (f) ADJ UNCH    2 0
 JG0493
 JG0493.Superseded values are not recommended for survey control.
 JG0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0493.See file dsdata.txt to determine how the superseded data were derived.
 JG0493
 JG0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH212192(NAD 83)
 JG0493_MARKER: DB = BENCH MARK DISK
 JG0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0493+STABILITY: SURFACE MOTION
 JG0493
 JG0493  HISTORY     - Date     Condition        Report By
 JG0493  HISTORY     - UNK      MONUMENTED       CGS
 JG0493  HISTORY     - 1934     GOOD             NGS
 JG0493  HISTORY     - 1938     GOOD             NGS
 JG0493
 JG0493                          STATION DESCRIPTION
 JG0493
 JG0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0493'2.4 MI N FROM JETMORE.
 JG0493'2.4 MILES NORTH BY HIGHWAY.  LOCATED ALONG THE R. OF W. OF
 JG0493'STATE HIGHWAY NO. 21.  123 FT. S.E. OF THE S.E. CORNER OF FARM
 JG0493'HOUSE.  62 FT. NORTH OF THE CENTER OF SECTION LINE ROAD. 57 FT
 JG0493'WEST OF THE CENTER LINE OF HIGHWAY NO. 21.  37 FT WEST OF THE
 JG0493'WEST HEADWALL OF CONCRETE CULVERT.  IN THE S.E. CORNER OF SECTION
 JG0493'24 R24 W T 22 S.  NOTE-- HWY 21 IS NOW U.S. 283.
 JG0493
 JG0493                          STATION RECOVERY (1938)
 JG0493
 JG0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JG0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0271 ***********************************************************************
 JH0271  DESIGNATION -  P 271
 JH0271  PID         -  JH0271
 JH0271  STATE/COUNTY-  KS/WICHITA
 JH0271  USGS QUAD   -  LEOTI NW (1970)
 JH0271
 JH0271                         *CURRENT SURVEY CONTROL
 JH0271  ___________________________________________________________________
 JH0271* NAD 83(1986)-  38 29 07.     (N)    101 25 22.     (W)     SCALED    
 JH0271* NAVD 88     -      1026.241  (meters)    3366.93   (feet)  ADJUSTED  
 JH0271  ___________________________________________________________________
 JH0271  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 JH0271  DYNAMIC HT  -        1025.346 (meters)    3363.99  (feet)  COMP
 JH0271  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 JH0271
 JH0271  VERT ORDER  -  SECOND    CLASS 0
 JH0271
 JH0271.The horizontal coordinates were scaled from a topographic map and have
 JH0271.an estimated accuracy of +/- 6 seconds.
 JH0271
 JH0271.The orthometric height was determined by differential leveling
 JH0271.and adjusted by the National Geodetic Survey in June 1991..
 JH0271
 JH0271.The geoid height was determined by GEOID03.
 JH0271
 JH0271.The dynamic height is computed by dividing the NAVD 88
 JH0271.geopotential number by the normal gravity value computed on the
 JH0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0271.degrees latitude (g = 980.6199 gals.).
 JH0271
 JH0271.The modeled gravity was interpolated from observed gravity values.
 JH0271
 JH0271;                    North         East    Units  Estimated Accuracy
 JH0271;SPC KS S     -   605,840.      145,030.      MT  (+/- 180 meters Scaled)
 JH0271
 JH0271                          SUPERSEDED SURVEY CONTROL
 JH0271
 JH0271  NGVD 29 (??/??/92) 1025.854  (m)         3365.66   (f) ADJ UNCH    2 0
 JH0271
 JH0271.Superseded values are not recommended for survey control.
 JH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0271.See file dsdata.txt to determine how the superseded data were derived.
 JH0271
 JH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH886624(NAD 83)
 JH0271_MARKER: DB = BENCH MARK DISK
 JH0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0271_STAMPING: P 271 1940
 JH0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0271+STABILITY: SURFACE MOTION
 JH0271
 JH0271  HISTORY     - Date     Condition        Report By
 JH0271  HISTORY     - 1940     MONUMENTED       CGS
 JH0271
 JH0271                          STATION DESCRIPTION
 JH0271
 JH0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0271'3.8 MI W FROM LEOTI.
 JH0271'3.8 MILES WEST OF COURT HOUSE IN LEOTI.  BENCH MARK IS ALONG THE
 JH0271'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, AT A GRADE
 JH0271'CROSSING, 4.8 FEET EAST OF THE THIRD POLE WEST OF MILEPOST NO.
 JH0271'710-20, 63 FEET NORTHEAST OF CENTER OF THE CROSSING, 46 FEET EAST
 JH0271'OF CENTER LINE OF ROAD CROSSING THE TRACK, 40.5 FEET NORTH OF
 JH0271'CENTER LINE OF THE TRACK, 22 FEET SOUTHEAST OF FENCE CORNER, 9.3
 JH0271'FEET SOUTH OF RIGHT-OF-WAY FENCE, 2.0 FEET WEST OF A 4 X 4 INCH
 JH0271'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 JH0271'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0139 ***********************************************************************
 JH0139  DESIGNATION -  P 272
 JH0139  PID         -  JH0139
 JH0139  STATE/COUNTY-  KS/LOGAN
 JH0139  USGS QUAD   -  RUSSELL SPRINGS (1972)
 JH0139
 JH0139                         *CURRENT SURVEY CONTROL
 JH0139  ___________________________________________________________________
 JH0139* NAD 83(1986)-  38 54 30.     (N)    101 11 07.     (W)     SCALED    
 JH0139* NAVD 88     -       879.501  (meters)    2885.50   (feet)  ADJUSTED  
 JH0139  ___________________________________________________________________
 JH0139  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 JH0139  DYNAMIC HT  -         878.778 (meters)    2883.12  (feet)  COMP
 JH0139  MODELED GRAV-     979,776.7   (mgal)                       NAVD 88
 JH0139
 JH0139  VERT ORDER  -  SECOND    CLASS 0
 JH0139
 JH0139.The horizontal coordinates were scaled from a topographic map and have
 JH0139.an estimated accuracy of +/- 6 seconds.
 JH0139
 JH0139.The orthometric height was determined by differential leveling
 JH0139.and adjusted by the National Geodetic Survey in June 1991..
 JH0139
 JH0139.The geoid height was determined by GEOID03.
 JH0139
 JH0139.The dynamic height is computed by dividing the NAVD 88
 JH0139.geopotential number by the normal gravity value computed on the
 JH0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0139.degrees latitude (g = 980.6199 gals.).
 JH0139
 JH0139.The modeled gravity was interpolated from observed gravity values.
 JH0139
 JH0139;                    North         East    Units  Estimated Accuracy
 JH0139;SPC KS N     -    68,690.      123,780.      MT  (+/- 180 meters Scaled)
 JH0139
 JH0139                          SUPERSEDED SURVEY CONTROL
 JH0139
 JH0139  NGVD 29 (??/??/92)  879.145  (m)         2884.33   (f) ADJ UNCH    2 0
 JH0139
 JH0139.Superseded values are not recommended for survey control.
 JH0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0139.See file dsdata.txt to determine how the superseded data were derived.
 JH0139
 JH0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ105088(NAD 83)
 JH0139_MARKER: DB = BENCH MARK DISK
 JH0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0139_STAMPING: P 272 1940
 JH0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0139+STABILITY: SURFACE MOTION
 JH0139
 JH0139  HISTORY     - Date     Condition        Report By
 JH0139  HISTORY     - 1940     MONUMENTED       CGS
 JH0139
 JH0139                          STATION DESCRIPTION
 JH0139
 JH0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0139'0.4 MI SW FROM RUSSELL SPRINGS.
 JH0139'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0139'SOUTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 0.5 MILE.  BENCH
 JH0139'MARK IS IN THE SOUTHWEST CORNER OF A T-INTERSECTION OF STATE
 JH0139'HIGHWAY NO. 25 WITH A GRAVELED ROAD TO THE SOUTH, 53 YARDS
 JH0139'SOUTHWEST OF CENTER OF THE INTERSECTION, 34 FEET SOUTH OF
 JH0139'CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF A FENCE CORNER,
 JH0139'3.0 FEET EAST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 JH0139'PROJECTING 20 FEET, 2.0 FEET SOUTH OF THE FENCE LINE.  MONUMENT
 JH0139'PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0140 ***********************************************************************
 JH0140  DESIGNATION -  P 272 RESET
 JH0140  PID         -  JH0140
 JH0140  STATE/COUNTY-  KS/LOGAN
 JH0140  USGS QUAD   -  RUSSELL SPRINGS (1972)
 JH0140
 JH0140                         *CURRENT SURVEY CONTROL
 JH0140  ___________________________________________________________________
 JH0140* NAD 83(1986)-  38 54 29.     (N)    101 11 07.     (W)     SCALED    
 JH0140* NAVD 88     -       878.87   (meters)    2883.4    (feet)  RESET     
 JH0140  ___________________________________________________________________
 JH0140  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 JH0140
 JH0140  VERT ORDER  -  THIRD
 JH0140
 JH0140.The horizontal coordinates were scaled from a topographic map and have
 JH0140.an estimated accuracy of +/- 6 seconds.
 JH0140
 JH0140.The orthometric height was computed from unverified reset data.
 JH0140
 JH0140.The geoid height was determined by GEOID03.
 JH0140
 JH0140;                    North         East    Units  Estimated Accuracy
 JH0140;SPC KS N     -    68,660.      123,780.      MT  (+/- 180 meters Scaled)
 JH0140
 JH0140                          SUPERSEDED SURVEY CONTROL
 JH0140
 JH0140.No superseded survey control is available for this station.
 JH0140
 JH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ105088(NAD 83)
 JH0140_MARKER: DB = BENCH MARK DISK
 JH0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0140_STAMPING: P 272 1940 RESET 1972
 JH0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0140+STABILITY: SURFACE MOTION
 JH0140
 JH0140  HISTORY     - Date     Condition        Report By
 JH0140  HISTORY     - 1972     MONUMENTED       LOCSUR
 JH0140
 JH0140                          STATION DESCRIPTION
 JH0140
 JH0140'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972
 JH0140'0.4 MI W FROM RUSSELL SPRINGS.
 JH0140'0.4 MILE WEST ALONG STATE HIGHWAY 25 FROM THE COURTHOUSE AT
 JH0140'RUSSELL SPRINGS, 0.6 MILE SOUTH OF THE CORNER OF SECTIONS 22,
 JH0140'23, 26 AND 27, T 13 S, R 35 W, 29 FEET SOUTH OF THE CENTER
 JH0140'LINE OF THE HIGHWAY, 57 FEET WEST OF THE CENTER LINE OF THE
 JH0140'ROAD, 2 FEET EAST OF THE NORTH-SOUTH FENCE LINE, ABOUT 0.5
 JH0140'FOOT LOWER THAN THE ROAD, SET IN THE TOP OF A CONCRETE POST
 JH0140'AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0120 ***********************************************************************
 HH0120  DESIGNATION -  P 273
 HH0120  PID         -  HH0120
 HH0120  STATE/COUNTY-  KS/HASKELL
 HH0120  USGS QUAD   -  SUBLETTE (1977)
 HH0120
 HH0120                         *CURRENT SURVEY CONTROL
 HH0120  ___________________________________________________________________
 HH0120* NAD 83(1986)-  37 29 10.     (N)    100 50 01.     (W)     SCALED    
 HH0120* NAVD 88     -       885.014  (meters)    2903.58   (feet)  ADJUSTED  
 HH0120  ___________________________________________________________________
 HH0120  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 HH0120  DYNAMIC HT  -         884.183 (meters)    2900.86  (feet)  COMP
 HH0120  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 HH0120
 HH0120  VERT ORDER  -  SECOND    CLASS 0
 HH0120
 HH0120.The horizontal coordinates were scaled from a topographic map and have
 HH0120.an estimated accuracy of +/- 6 seconds.
 HH0120
 HH0120.The orthometric height was determined by differential leveling
 HH0120.and adjusted by the National Geodetic Survey in June 1991..
 HH0120
 HH0120.The geoid height was determined by GEOID03.
 HH0120
 HH0120.The dynamic height is computed by dividing the NAVD 88
 HH0120.geopotential number by the normal gravity value computed on the
 HH0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0120.degrees latitude (g = 980.6199 gals.).
 HH0120
 HH0120.The modeled gravity was interpolated from observed gravity values.
 HH0120
 HH0120;                    North         East    Units  Estimated Accuracy
 HH0120;SPC KS S     -   493,530.      193,640.      MT  (+/- 180 meters Scaled)
 HH0120
 HH0120                          SUPERSEDED SURVEY CONTROL
 HH0120
 HH0120  NGVD 29 (??/??/92)  884.646  (m)         2902.38   (f) ADJ UNCH    2 0
 HH0120
 HH0120.Superseded values are not recommended for survey control.
 HH0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0120.See file dsdata.txt to determine how the superseded data were derived.
 HH0120
 HH0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG378503(NAD 83)
 HH0120_MARKER: DB = BENCH MARK DISK
 HH0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0120_SP_SET: CULVERT
 HH0120_STAMPING: P 273 1940
 HH0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0120
 HH0120  HISTORY     - Date     Condition        Report By
 HH0120  HISTORY     - 1940     MONUMENTED       CGS
 HH0120  HISTORY     - 1967     MARK NOT FOUND   USGS
 HH0120
 HH0120                          STATION DESCRIPTION
 HH0120
 HH0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0120'AT SUBLETTE.
 HH0120'AT SUBLETTE, HASKELL COUNTY, 0.6 MILE NORTHEAST ALONG THE
 HH0120'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION, ON
 HH0120'STATE HIGHWAY 45, 45 YARDS SOUTH OF THE CENTERLINE OF RAILROAD
 HH0120'TRESTLE 48 A, AT A CONCRETE-BOX CULVERT UNDER THE HIGHWAY, IN
 HH0120'THE CENTER OF THE TOP OF THE NORTH CONCRETE HEADWALL, AND 16
 HH0120'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 HH0120'STAMPED P 273 1940.
 HH0120
 HH0120                          STATION RECOVERY (1967)
 HH0120
 HH0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HH0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0922 ***********************************************************************
 JE0922  DESIGNATION -  P 276
 JE0922  PID         -  JE0922
 JE0922  STATE/COUNTY-  KS/FRANKLIN
 JE0922  USGS QUAD   -  OTTAWA NORTH (1983)
 JE0922
 JE0922                         *CURRENT SURVEY CONTROL
 JE0922  ___________________________________________________________________
 JE0922* NAD 83(1986)-  38 41 42.     (N)    095 15 09.     (W)     SCALED    
 JE0922* NAVD 88     -       282.323  (meters)     926.25   (feet)  ADJUSTED  
 JE0922  ___________________________________________________________________
 JE0922  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JE0922  DYNAMIC HT  -         282.131 (meters)     925.62  (feet)  COMP
 JE0922  MODELED GRAV-     979,942.0   (mgal)                       NAVD 88
 JE0922
 JE0922  VERT ORDER  -  SECOND    CLASS 0
 JE0922
 JE0922.The horizontal coordinates were scaled from a topographic map and have
 JE0922.an estimated accuracy of +/- 6 seconds.
 JE0922
 JE0922.The orthometric height was determined by differential leveling
 JE0922.and adjusted by the National Geodetic Survey in June 1991..
 JE0922
 JE0922.The geoid height was determined by GEOID03.
 JE0922
 JE0922.The dynamic height is computed by dividing the NAVD 88
 JE0922.geopotential number by the normal gravity value computed on the
 JE0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0922.degrees latitude (g = 980.6199 gals.).
 JE0922
 JE0922.The modeled gravity was interpolated from observed gravity values.
 JE0922
 JE0922;                    North         East    Units  Estimated Accuracy
 JE0922;SPC KS S     -   630,050.      682,470.      MT  (+/- 180 meters Scaled)
 JE0922
 JE0922                          SUPERSEDED SURVEY CONTROL
 JE0922
 JE0922  NGVD 29 (??/??/92)  282.209  (m)          925.88   (f) ADJ UNCH    2 0
 JE0922
 JE0922.Superseded values are not recommended for survey control.
 JE0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0922.See file dsdata.txt to determine how the superseded data were derived.
 JE0922
 JE0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC041853(NAD 83)
 JE0922_MARKER: DB = BENCH MARK DISK
 JE0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0922_STAMPING: P 276 1945
 JE0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0922+STABILITY: SURFACE MOTION
 JE0922
 JE0922  HISTORY     - Date     Condition        Report By
 JE0922  HISTORY     - 1945     MONUMENTED       CGS
 JE0922  HISTORY     - 1950     GOOD             NGS
 JE0922
 JE0922                          STATION DESCRIPTION
 JE0922
 JE0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0922'6 MI S FROM BALDWIN.
 JE0922'ABOUT 6.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0922'RAILROAD FROM THE STATION AT BALDWIN, ABOUT 1.0 MILE SOUTH OF
 JE0922'NORWOOD, 33.6 FEET EAST OF AND ABOUT 8.0 FEET LOWER THAN THE
 JE0922'CENTER LINE OF THE TRACKS, 38.0 FEET SOUTHEAST OF THE NORTHEAST
 JE0922'CORNER OF BRIDGE 21-A, 51.0 FEET NORTH OF A CREEK BANK, 6.6
 JE0922'FEET NORTHWEST OF A TELEPHONE POLE WITH GUY WIRES AND 1.0 FOOT NORTH
 JE0922'OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED P 276 1945 SET
 JE0922'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE
 JE0922'GROUND.
 JE0922
 JE0922                          STATION RECOVERY (1950)
 JE0922
 JE0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1083 ***********************************************************************
 JE1083  DESIGNATION -  P 277
 JE1083  PID         -  JE1083
 JE1083  STATE/COUNTY-  KS/ANDERSON
 JE1083  USGS QUAD   -  COLONY (1966)
 JE1083
 JE1083                         *CURRENT SURVEY CONTROL
 JE1083  ___________________________________________________________________
 JE1083* NAD 83(1986)-  38 04 41.     (N)    095 18 30.     (W)     SCALED    
 JE1083* NAVD 88     -       319.950  (meters)    1049.70   (feet)  ADJUSTED  
 JE1083  ___________________________________________________________________
 JE1083  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JE1083  DYNAMIC HT  -         319.709 (meters)    1048.91  (feet)  COMP
 JE1083  MODELED GRAV-     979,870.3   (mgal)                       NAVD 88
 JE1083
 JE1083  VERT ORDER  -  SECOND    CLASS 0
 JE1083
 JE1083.The horizontal coordinates were scaled from a topographic map and have
 JE1083.an estimated accuracy of +/- 6 seconds.
 JE1083
 JE1083.The orthometric height was determined by differential leveling
 JE1083.and adjusted by the National Geodetic Survey in June 1991..
 JE1083
 JE1083.The geoid height was determined by GEOID03.
 JE1083
 JE1083.The dynamic height is computed by dividing the NAVD 88
 JE1083.geopotential number by the normal gravity value computed on the
 JE1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1083.degrees latitude (g = 980.6199 gals.).
 JE1083
 JE1083.The modeled gravity was interpolated from observed gravity values.
 JE1083
 JE1083;                    North         East    Units  Estimated Accuracy
 JE1083;SPC KS S     -   561,440.      679,960.      MT  (+/- 180 meters Scaled)
 JE1083
 JE1083                          SUPERSEDED SURVEY CONTROL
 JE1083
 JE1083  NGVD 29 (??/??/92)  319.788  (m)         1049.17   (f) ADJ UNCH    2 0
 JE1083
 JE1083.Superseded values are not recommended for survey control.
 JE1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1083.See file dsdata.txt to determine how the superseded data were derived.
 JE1083
 JE1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC975169(NAD 83)
 JE1083_MARKER: DB = BENCH MARK DISK
 JE1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1083_STAMPING: P 277 1945
 JE1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1083+STABILITY: SURFACE MOTION
 JE1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE1083+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 JE1083
 JE1083  HISTORY     - Date     Condition        Report By
 JE1083  HISTORY     - 1945     MONUMENTED       CGS
 JE1083  HISTORY     - 1951     GOOD             NGS
 JE1083  HISTORY     - 20031016 GOOD             SKW
 JE1083
 JE1083                          STATION DESCRIPTION
 JE1083
 JE1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1083'3.7 MI NE FROM COLONY.
 JE1083'0.5 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1083'FROM THE STATION AT COLONY, ANDERSON COUNTY, THENCE 3.2 MILES
 JE1083'EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC RAILROAD,
 JE1083'AT THE CROSSING OF A NORTH-AND-SOUTH GRAVEL ROAD, 49 FEET NORTH
 JE1083'OF THE CENTER LINE OF THE OLD ROADBED, 20 FEET EAST OF THE
 JE1083'CENTER LINE OF THE ROAD, 6 FEET EAST OF A FENCE CORNER, 1 FOOT
 JE1083'SOUTH OF THE FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 JE1083'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED P 277 1945
 JE1083'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 JE1083'ABOVE GROUND.
 JE1083
 JE1083                          STATION RECOVERY (1951)
 JE1083
 JE1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1083'RECOVERED IN GOOD CONDITION.
 JE1083
 JE1083                          STATION RECOVERY (2003)
 JE1083
 JE1083'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC)
 JE1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1109 ***********************************************************************
 JE1109  DESIGNATION -  P 278
 JE1109  PID         -  JE1109
 JE1109  STATE/COUNTY-  KS/MIAMI
 JE1109  USGS QUAD   -  LANE (1983)
 JE1109
 JE1109                         *CURRENT SURVEY CONTROL
 JE1109  ___________________________________________________________________
 JE1109* NAD 83(1986)-  38 24 59.     (N)    095 02 12.     (W)     SCALED    
 JE1109* NAVD 88     -       317.961  (meters)    1043.18   (feet)  ADJUSTED  
 JE1109  ___________________________________________________________________
 JE1109  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 JE1109  DYNAMIC HT  -         317.733 (meters)    1042.43  (feet)  COMP
 JE1109  MODELED GRAV-     979,905.1   (mgal)                       NAVD 88
 JE1109
 JE1109  VERT ORDER  -  SECOND    CLASS 0
 JE1109
 JE1109.The horizontal coordinates were scaled from a topographic map and have
 JE1109.an estimated accuracy of +/- 6 seconds.
 JE1109
 JE1109.The orthometric height was determined by differential leveling
 JE1109.and adjusted by the National Geodetic Survey in June 1991..
 JE1109
 JE1109.The geoid height was determined by GEOID03.
 JE1109
 JE1109.The dynamic height is computed by dividing the NAVD 88
 JE1109.geopotential number by the normal gravity value computed on the
 JE1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1109.degrees latitude (g = 980.6199 gals.).
 JE1109
 JE1109.The modeled gravity was interpolated from observed gravity values.
 JE1109
 JE1109;                    North         East    Units  Estimated Accuracy
 JE1109;SPC KS S     -   599,810.      702,390.      MT  (+/- 180 meters Scaled)
 JE1109
 JE1109                          SUPERSEDED SURVEY CONTROL
 JE1109
 JE1109  NGVD 29 (??/??/92)  317.824  (m)         1042.73   (f) ADJ UNCH    2 0
 JE1109
 JE1109.Superseded values are not recommended for survey control.
 JE1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1109.See file dsdata.txt to determine how the superseded data were derived.
 JE1109
 JE1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC221539(NAD 83)
 JE1109_MARKER: DB = BENCH MARK DISK
 JE1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1109_STAMPING: P 278 1946
 JE1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1109+STABILITY: SURFACE MOTION
 JE1109
 JE1109  HISTORY     - Date     Condition        Report By
 JE1109  HISTORY     - 1946     MONUMENTED       CGS
 JE1109  HISTORY     - 1950     GOOD             NGS
 JE1109
 JE1109                          STATION DESCRIPTION
 JE1109
 JE1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JE1109'8.3 MI SW FROM OSAWATOMIE.
 JE1109'ALONG U.S. HIGHWAY NO 169, 8.3 MILES SOUTHWEST OF THE MISSOURI
 JE1109'PACIFIC RAILROAD STATION IN OSAWATOMIE, NEAR A SECTION LINE,
 JE1109'IN A FENCE CORNER, 68 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 JE1109'38 FEET NORTHEAST OF THE CENTER OF A GRAVELED COUNTY ROAD, 3
 JE1109'FEET NORTHEAST OF A FENCE, 4 FEET EAST OF A CORNER FENCE POST,
 JE1109'2 FEET SOUTHWEST OF WITNESS POST.  NOTE-- THE DISK IS SET IN THE
 JE1109'TOP OF A CONCRETE POST, PROJECTING 6 INCHES.
 JE1109
 JE1109                          STATION RECOVERY (1950)
 JE1109
 JE1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0486 ***********************************************************************
 JF0486  DESIGNATION -  P 279
 JF0486  PID         -  JF0486
 JF0486  STATE/COUNTY-  KS/DICKINSON
 JF0486  USGS QUAD   -  ABILENE (1979)
 JF0486
 JF0486                         *CURRENT SURVEY CONTROL
 JF0486  ___________________________________________________________________
 JF0486* NAD 83(1986)-  38 55 07.     (N)    097 14 31.     (W)     SCALED    
 JF0486* NAVD 88     -       365.039  (meters)    1197.63   (feet)  ADJUSTED  
 JF0486  ___________________________________________________________________
 JF0486  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 JF0486  DYNAMIC HT  -         364.789 (meters)    1196.81  (feet)  COMP
 JF0486  MODELED GRAV-     979,934.3   (mgal)                       NAVD 88
 JF0486
 JF0486  VERT ORDER  -  FIRST     CLASS II
 JF0486
 JF0486.The horizontal coordinates were scaled from a topographic map and have
 JF0486.an estimated accuracy of +/- 6 seconds.
 JF0486
 JF0486.The orthometric height was determined by differential leveling
 JF0486.and adjusted by the National Geodetic Survey in June 1991..
 JF0486
 JF0486.The geoid height was determined by GEOID03.
 JF0486
 JF0486.The dynamic height is computed by dividing the NAVD 88
 JF0486.geopotential number by the normal gravity value computed on the
 JF0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0486.degrees latitude (g = 980.6199 gals.).
 JF0486
 JF0486.The modeled gravity was interpolated from observed gravity values.
 JF0486
 JF0486;                    North         East    Units  Estimated Accuracy
 JF0486;SPC KS N     -    65,250.      465,740.      MT  (+/- 180 meters Scaled)
 JF0486
 JF0486                          SUPERSEDED SURVEY CONTROL
 JF0486
 JF0486  NGVD 29 (??/??/92)  364.935  (m)         1197.29   (f) ADJ UNCH    1 2
 JF0486
 JF0486.Superseded values are not recommended for survey control.
 JF0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0486.See file dsdata.txt to determine how the superseded data were derived.
 JF0486
 JF0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ524092(NAD 83)
 JF0486_MARKER: DB = BENCH MARK DISK
 JF0486_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JF0486_SP_SET: WATER TANK FOUNDATION
 JF0486_STAMPING: P 279 1947
 JF0486_MARK LOGO: CGS   
 JF0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0486+STABILITY: POSITION/ELEVATION WELL
 JF0486
 JF0486  HISTORY     - Date     Condition        Report By
 JF0486  HISTORY     - 1947     MONUMENTED       CGS
 JF0486  HISTORY     - 1970     GOOD             NGS
 JF0486  HISTORY     - 1986     GOOD             NGS
 JF0486
 JF0486                          STATION DESCRIPTION
 JF0486
 JF0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0486'AT ABILENE.
 JF0486'AT ABILENE, 0.5 MILE WEST ALONG NORTHWEST 3RD STREET FROM
 JF0486'THE CROSSING OF THE STREET AND THE ATCHISON, TOPEKA AND SANTA
 JF0486'FE RAILWAY, THENCE 0.1 MILE NORTH ALONG VAN BUREN AVENUE, 40
 JF0486'FEET EAST OF THE CENTER LINE OF THE AVENUE, SET IN THE TOP OF THE
 JF0486'CONCRETE FOUNDATION FOR THE MOST WESTERLY OF 9 LEGS OF THE
 JF0486'CITY WATER TOWER, 112 FEET NORTH OF THE CENTER LINE OF NORTHWEST
 JF0486'4TH STREET, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE GROUND, AND
 JF0486'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE AVENUE.  SEC 17, T13S,
 JF0486'R 2E
 JF0486
 JF0486                          STATION RECOVERY (1986)
 JF0486
 JF0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0510 ***********************************************************************
 JG0510  DESIGNATION -  P 28
 JG0510  PID         -  JG0510
 JG0510  STATE/COUNTY-  KS/HODGEMAN
 JG0510  USGS QUAD   -  HANSTON NW (1970)
 JG0510
 JG0510                         *CURRENT SURVEY CONTROL
 JG0510  ___________________________________________________________________
 JG0510* NAD 83(1986)-  38 09 29.     (N)    099 38 33.     (W)     SCALED    
 JG0510* NAVD 88     -       649.628  (meters)    2131.32   (feet)  ADJUSTED  
 JG0510  ___________________________________________________________________
 JG0510  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0510  DYNAMIC HT  -         649.100 (meters)    2129.59  (feet)  COMP
 JG0510  MODELED GRAV-     979,794.0   (mgal)                       NAVD 88
 JG0510
 JG0510  VERT ORDER  -  SECOND    CLASS 0
 JG0510
 JG0510.The horizontal coordinates were scaled from a topographic map and have
 JG0510.an estimated accuracy of +/- 6 seconds.
 JG0510
 JG0510.The orthometric height was determined by differential leveling
 JG0510.and adjusted by the National Geodetic Survey in June 1991..
 JG0510
 JG0510.The geoid height was determined by GEOID03.
 JG0510
 JG0510.The dynamic height is computed by dividing the NAVD 88
 JG0510.geopotential number by the normal gravity value computed on the
 JG0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0510.degrees latitude (g = 980.6199 gals.).
 JG0510
 JG0510.The modeled gravity was interpolated from observed gravity values.
 JG0510
 JG0510;                    North         East    Units  Estimated Accuracy
 JG0510;SPC KS S     -   566,140.      299,880.      MT  (+/- 180 meters Scaled)
 JG0510
 JG0510                          SUPERSEDED SURVEY CONTROL
 JG0510
 JG0510  NGVD 29 (??/??/92)  649.411  (m)         2130.61   (f) ADJ UNCH    2 0
 JG0510
 JG0510.Superseded values are not recommended for survey control.
 JG0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0510.See file dsdata.txt to determine how the superseded data were derived.
 JG0510
 JG0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH437235(NAD 83)
 JG0510_MARKER: DB = BENCH MARK DISK
 JG0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0510_STAMPING: P 28 1934
 JG0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0510+STABILITY: SURFACE MOTION
 JG0510
 JG0510  HISTORY     - Date     Condition        Report By
 JG0510  HISTORY     - 1934     MONUMENTED       CGS
 JG0510  HISTORY     - 1946     GOOD             NGS
 JG0510
 JG0510                          STATION DESCRIPTION
 JG0510
 JG0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JG0510'4.6 MI NE FROM HANSTON.
 JG0510'4.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JG0510'RAILWAY FROM HANSTON, HODGEMAN COUNTY, IN THE NORTHWEST 1/4
 JG0510'SECTION 9, T 22 S, R 21 W, ABOUT 180 YARDS SOUTHWEST OF A GRAIN
 JG0510'ELEVATOR, 26 FEET EAST OF THE CENTERLINE OF A COUNTY ROAD, AND
 JG0510'48 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 JG0510'DISK, STAMPED P 28 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0192 ***********************************************************************
 KE0192  DESIGNATION -  P 280
 KE0192  PID         -  KE0192
 KE0192  STATE/COUNTY-  KS/WYANDOTTE
 KE0192  USGS QUAD   -  WOLCOTT (1975)
 KE0192
 KE0192                         *CURRENT SURVEY CONTROL
 KE0192  ___________________________________________________________________
 KE0192* NAD 83(1986)-  39 12 05.     (N)    094 49 08.     (W)     SCALED    
 KE0192* NAVD 88     -       232.833  (meters)     763.89   (feet)  ADJUSTED  
 KE0192  ___________________________________________________________________
 KE0192  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 KE0192  DYNAMIC HT  -         232.685 (meters)     763.40  (feet)  COMP
 KE0192  MODELED GRAV-     979,983.3   (mgal)                       NAVD 88
 KE0192
 KE0192  VERT ORDER  -  FIRST     CLASS II
 KE0192
 KE0192.The horizontal coordinates were scaled from a topographic map and have
 KE0192.an estimated accuracy of +/- 6 seconds.
 KE0192
 KE0192.The orthometric height was determined by differential leveling
 KE0192.and adjusted by the National Geodetic Survey in June 1991..
 KE0192
 KE0192.The geoid height was determined by GEOID03.
 KE0192
 KE0192.The dynamic height is computed by dividing the NAVD 88
 KE0192.geopotential number by the normal gravity value computed on the
 KE0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0192.degrees latitude (g = 980.6199 gals.).
 KE0192
 KE0192.The modeled gravity was interpolated from observed gravity values.
 KE0192
 KE0192;                    North         East    Units  Estimated Accuracy
 KE0192;SPC KS N     -   101,190.      674,720.      MT  (+/- 180 meters Scaled)
 KE0192
 KE0192                          SUPERSEDED SURVEY CONTROL
 KE0192
 KE0192  NGVD 29 (??/??/92)  232.748  (m)          763.61   (f) ADJ UNCH    1 2
 KE0192
 KE0192.Superseded values are not recommended for survey control.
 KE0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0192.See file dsdata.txt to determine how the superseded data were derived.
 KE0192
 KE0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD429407(NAD 83)
 KE0192_MARKER: DB = BENCH MARK DISK
 KE0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0192_SP_SET: BRIDGE
 KE0192_STAMPING: P 280 1948
 KE0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0192
 KE0192  HISTORY     - Date     Condition        Report By
 KE0192  HISTORY     - 1948     MONUMENTED       CGS
 KE0192  HISTORY     - 1951     GOOD             NGS
 KE0192
 KE0192                          STATION DESCRIPTION
 KE0192
 KE0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0192'1.3 MI NW FROM WOLCOTT.
 KE0192'1.3 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0192'STATION AT WOLCOTT, SET IN THE TOP OF THE SOUTH END OF THE WEST
 KE0192'ABUTMENT OF BRIDGE 78 OVER ISLAND CREEK, 6.7 FEET SOUTH OF THE
 KE0192'SOUTH RAIL OF THE TRACK, 1.0 FOOT NORTH OF THE SOUTH END OF THE
 KE0192'ABUTMENT, AND 2.0 FEET BELOW THE TOP OF THE RAILS.
 KE0192
 KE0192                          STATION RECOVERY (1951)
 KE0192
 KE0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0496 ***********************************************************************
 KE0496  DESIGNATION -  P 281
 KE0496  PID         -  KE0496
 KE0496  STATE/COUNTY-  KS/ATCHISON
 KE0496  USGS QUAD   -  ATCHISON EAST (1984)
 KE0496
 KE0496                         *CURRENT SURVEY CONTROL
 KE0496  ___________________________________________________________________
 KE0496* NAD 83(1986)-  39 32 11.     (N)    095 06 29.     (W)     SCALED    
 KE0496* NAVD 88     -       241.285  (meters)     791.62   (feet)  ADJUSTED  
 KE0496  ___________________________________________________________________
 KE0496  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 KE0496  DYNAMIC HT  -         241.137 (meters)     791.13  (feet)  COMP
 KE0496  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 KE0496
 KE0496  VERT ORDER  -  FIRST     CLASS II
 KE0496
 KE0496.The horizontal coordinates were scaled from a topographic map and have
 KE0496.an estimated accuracy of +/- 6 seconds.
 KE0496
 KE0496.The orthometric height was determined by differential leveling
 KE0496.and adjusted by the National Geodetic Survey in June 1991..
 KE0496
 KE0496.The geoid height was determined by GEOID03.
 KE0496
 KE0496.The dynamic height is computed by dividing the NAVD 88
 KE0496.geopotential number by the normal gravity value computed on the
 KE0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0496.degrees latitude (g = 980.6199 gals.).
 KE0496
 KE0496.The modeled gravity was interpolated from observed gravity values.
 KE0496
 KE0496;                    North         East    Units  Estimated Accuracy
 KE0496;SPC KS N     -   137,520.      648,570.      MT  (+/- 180 meters Scaled)
 KE0496
 KE0496                          SUPERSEDED SURVEY CONTROL
 KE0496
 KE0496  NGVD 29 (??/??/92)  241.182  (m)          791.28   (f) ADJ UNCH    1 2
 KE0496
 KE0496.Superseded values are not recommended for survey control.
 KE0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0496.See file dsdata.txt to determine how the superseded data were derived.
 KE0496
 KE0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD188784(NAD 83)
 KE0496_MARKER: DB = BENCH MARK DISK
 KE0496_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0496_SP_SET: ABUTMENT
 KE0496_STAMPING: P 281 1948
 KE0496_MARK LOGO: CGS   
 KE0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0496+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1989
 KE0496
 KE0496  HISTORY     - Date     Condition        Report By
 KE0496  HISTORY     - 1948     MONUMENTED       CGS
 KE0496  HISTORY     - 1957     GOOD             NGS
 KE0496  HISTORY     - 19890820 GOOD             NGS
 KE0496
 KE0496                          STATION DESCRIPTION
 KE0496
 KE0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0496'1.7 MI SE FROM ATCHISON.
 KE0496'1.7 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILWAY FROM
 KE0496'THE STATION AT ATCHISON, 12 RAILS SOUTHEAST OF A LOADING DOCK
 KE0496'CROSSING AT GOVERNMENT ROCK QUARRY, 3 POLES SOUTHEAST OF MILEPOST
 KE0496'329, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 KE0496'ABUTMENT OF BRIDGE 106 OVER WHISKEY CREEK, 4.7 FEET SOUTHWEST
 KE0496'OF THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC TRACK, 1.5 FEET
 KE0496'NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT.
 KE0496
 KE0496                          STATION RECOVERY (1957)
 KE0496
 KE0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 KE0496'RECOVERED IN GOOD CONDITION.
 KE0496
 KE0496                          STATION RECOVERY (1989)
 KE0496
 KE0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KE0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0429 ***********************************************************************
 JF0429  DESIGNATION -  P 283
 JF0429  PID         -  JF0429
 JF0429  STATE/COUNTY-  KS/GEARY
 JF0429  USGS QUAD   -  KANSAS FALLS (1978)
 JF0429
 JF0429                         *CURRENT SURVEY CONTROL
 JF0429  ___________________________________________________________________
 JF0429* NAD 83(1986)-  38 59 09.     (N)    096 56 01.     (W)     SCALED    
 JF0429* NAVD 88     -       335.240  (meters)    1099.87   (feet)  ADJUSTED  
 JF0429  ___________________________________________________________________
 JF0429  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 JF0429  DYNAMIC HT  -         335.006 (meters)    1099.10  (feet)  COMP
 JF0429  MODELED GRAV-     979,923.1   (mgal)                       NAVD 88
 JF0429
 JF0429  VERT ORDER  -  FIRST     CLASS II
 JF0429
 JF0429.The horizontal coordinates were scaled from a topographic map and have
 JF0429.an estimated accuracy of +/- 6 seconds.
 JF0429
 JF0429.The orthometric height was determined by differential leveling
 JF0429.and adjusted by the National Geodetic Survey in June 1991..
 JF0429.WARNING-Repeat measurements at this control monument indicate possible
 JF0429.vertical movement.
 JF0429
 JF0429.The geoid height was determined by GEOID03.
 JF0429
 JF0429.The dynamic height is computed by dividing the NAVD 88
 JF0429.geopotential number by the normal gravity value computed on the
 JF0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0429.degrees latitude (g = 980.6199 gals.).
 JF0429
 JF0429.The modeled gravity was interpolated from observed gravity values.
 JF0429
 JF0429;                    North         East    Units  Estimated Accuracy
 JF0429;SPC KS N     -    72,980.      492,390.      MT  (+/- 180 meters Scaled)
 JF0429
 JF0429                          SUPERSEDED SURVEY CONTROL
 JF0429
 JF0429  NGVD 29 (??/??/92)  335.118  (m)         1099.47   (f) ADJ UNCH    1 2
 JF0429
 JF0429.Superseded values are not recommended for survey control.
 JF0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0429.See file dsdata.txt to determine how the superseded data were derived.
 JF0429
 JF0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ789172(NAD 83)
 JF0429_MARKER: DB = BENCH MARK DISK
 JF0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0429_SP_SET: CONCRETE POST
 JF0429_STAMPING: P 283 1947
 JF0429_MARK LOGO: CGS   
 JF0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0429+STABILITY: SURFACE MOTION
 JF0429
 JF0429  HISTORY     - Date     Condition        Report By
 JF0429  HISTORY     - 1947     MONUMENTED       CGS
 JF0429  HISTORY     - 1970     GOOD             NGS
 JF0429  HISTORY     - 1986     GOOD             NGS
 JF0429
 JF0429                          STATION DESCRIPTION
 JF0429
 JF0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0429'4.8 MI E FROM CHAPMAN.
 JF0429'ABOUT 4.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0429'STATION AT CHAPMAN, 3 RAILS WEST OF THE WEST END OF A 45-FOOT
 JF0429'WOODEN RAILROAD BRIDGE OVER A STREAM, 2 1/2 RAILS WEST OF THE
 JF0429'CENTER OF A CROSSING OF THE RAILROAD AND A DIRT ROAD, 47.2
 JF0429'FEET NORTH OF THE NORTH RAIL, 97 FEET SOUTHWEST OF THE CENTER
 JF0429'LINE OF THE ROAD, 58 1/2 FEET NORTHWEST OF MILEPOST 147-20,
 JF0429'1 1/2 FEET SOUTH OF A FENCE, 0.9 FOOT WEST OF A METAL WITNESS
 JF0429'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET
 JF0429'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT.  SEC 25,
 JF0429'T 12 S, R 4 E.
 JF0429
 JF0429                          STATION RECOVERY (1986)
 JF0429
 JF0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0429'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.1 KM (8.15
 JF0429'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 JF0429'JUNCTION CITY.  DELETE--58.0 FEET WEST OF THE FIRST POLE WEST OF A
 JF0429'ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0678 ***********************************************************************
 KF0678  DESIGNATION -  P 284
 KF0678  PID         -  KF0678
 KF0678  STATE/COUNTY-  KS/GEARY
 KF0678  USGS QUAD   -  JUNCTION CITY (1982)
 KF0678
 KF0678                         *CURRENT SURVEY CONTROL
 KF0678  ___________________________________________________________________
 KF0678* NAD 83(1986)-  39 03 46.     (N)    096 46 57.     (W)     SCALED    
 KF0678* NAVD 88     -       351.002  (meters)    1151.58   (feet)  ADJUSTED  
 KF0678  ___________________________________________________________________
 KF0678  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 KF0678  DYNAMIC HT  -         350.763 (meters)    1150.79  (feet)  COMP
 KF0678  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 KF0678
 KF0678  VERT ORDER  -  FIRST     CLASS II
 KF0678
 KF0678.The horizontal coordinates were scaled from a topographic map and have
 KF0678.an estimated accuracy of +/- 6 seconds.
 KF0678
 KF0678.The orthometric height was determined by differential leveling
 KF0678.and adjusted by the National Geodetic Survey in June 1991..
 KF0678
 KF0678.The geoid height was determined by GEOID03.
 KF0678
 KF0678.The dynamic height is computed by dividing the NAVD 88
 KF0678.geopotential number by the normal gravity value computed on the
 KF0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0678.degrees latitude (g = 980.6199 gals.).
 KF0678
 KF0678.The modeled gravity was interpolated from observed gravity values.
 KF0678
 KF0678;                    North         East    Units  Estimated Accuracy
 KF0678;SPC KS N     -    81,690.      505,370.      MT  (+/- 180 meters Scaled)
 KF0678
 KF0678                          SUPERSEDED SURVEY CONTROL
 KF0678
 KF0678  NGVD 29 (??/??/92)  350.875  (m)         1151.16   (f) ADJ UNCH    1 2
 KF0678
 KF0678.Superseded values are not recommended for survey control.
 KF0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0678.See file dsdata.txt to determine how the superseded data were derived.
 KF0678
 KF0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ918260(NAD 83)
 KF0678_MARKER: DB = BENCH MARK DISK
 KF0678_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KF0678+WITH SETTING: PAVEMENT
 KF0678_SP_SET: PORCH
 KF0678_STAMPING: P 284 1947
 KF0678_MARK LOGO: CGS   
 KF0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0678+STABILITY: SURFACE MOTION
 KF0678
 KF0678  HISTORY     - Date     Condition        Report By
 KF0678  HISTORY     - 1947     MONUMENTED       CGS
 KF0678  HISTORY     - 1965     GOOD             NGS
 KF0678  HISTORY     - 1986     GOOD             NGS
 KF0678
 KF0678                          STATION DESCRIPTION
 KF0678
 KF0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0678'AT FORT RILEY.
 KF0678'AT THE FORT RILEY MILITARY RESERVATION, AT THE NORTH ENTRANCE
 KF0678'TO BUILDING NO. 34 THE N.C.O. ACADEMY BUILDING, 11.7 FEET EAST
 KF0678'OF THE CENTER OF THE NORTH DOOR ENTRANCE, 0.7 FOOT NORTH OF
 KF0678'THE EAST STONE COLMN AND 2 FEET ABOVE THE WALK LEADING TO THE
 KF0678'BUILDING.  A STANDARD DISK, STAMPED, P 284 1947.
 KF0678
 KF0678                          STATION RECOVERY (1986)
 KF0678
 KF0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0434 ***********************************************************************
 KF0434  DESIGNATION -  P 287
 KF0434  PID         -  KF0434
 KF0434  STATE/COUNTY-  KS/CLOUD
 KF0434  USGS QUAD   -  MILTONVALE (1964)
 KF0434
 KF0434                         *CURRENT SURVEY CONTROL
 KF0434  ___________________________________________________________________
 KF0434* NAD 83(1986)-  39 21 00.     (N)    097 26 50.     (W)     SCALED    
 KF0434* NAVD 88     -       419.032  (meters)    1374.77   (feet)  ADJUSTED  
 KF0434  ___________________________________________________________________
 KF0434  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 KF0434  DYNAMIC HT  -         418.775 (meters)    1373.93  (feet)  COMP
 KF0434  MODELED GRAV-     979,999.7   (mgal)                       NAVD 88
 KF0434
 KF0434  VERT ORDER  -  FIRST     CLASS II
 KF0434
 KF0434.The horizontal coordinates were scaled from a topographic map and have
 KF0434.an estimated accuracy of +/- 6 seconds.
 KF0434
 KF0434.The orthometric height was determined by differential leveling
 KF0434.and adjusted by the National Geodetic Survey in June 1991..
 KF0434
 KF0434.The geoid height was determined by GEOID03.
 KF0434
 KF0434.The dynamic height is computed by dividing the NAVD 88
 KF0434.geopotential number by the normal gravity value computed on the
 KF0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0434.degrees latitude (g = 980.6199 gals.).
 KF0434
 KF0434.The modeled gravity was interpolated from observed gravity values.
 KF0434
 KF0434;                    North         East    Units  Estimated Accuracy
 KF0434;SPC KS N     -   113,010.      447,650.      MT  (+/- 180 meters Scaled)
 KF0434
 KF0434                          SUPERSEDED SURVEY CONTROL
 KF0434
 KF0434  NGVD 29 (??/??/92)  418.915  (m)         1374.39   (f) ADJ UNCH    1 2
 KF0434
 KF0434.Superseded values are not recommended for survey control.
 KF0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0434.See file dsdata.txt to determine how the superseded data were derived.
 KF0434
 KF0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ337567(NAD 83)
 KF0434_MARKER: DB = BENCH MARK DISK
 KF0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0434_STAMPING: P 287 1947
 KF0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0434+STABILITY: SURFACE MOTION
 KF0434
 KF0434  HISTORY     - Date     Condition        Report By
 KF0434  HISTORY     - 1947     MONUMENTED       CGS
 KF0434
 KF0434                          STATION DESCRIPTION
 KF0434
 KF0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0434'AT MILTONVALE.
 KF0434'AT MILTONVALE, AT THE CITY PARK, AT THE SOUTHWEST CORNER OF THE
 KF0434'PARK GROUNDS, 25.0 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 KF0434'NORTH TO THE SWIMMING POOL, 21.3 FEET NORTH OF THE NORTH EDGE
 KF0434'OF A SIDE WALK, 0.6 FOOT SOUTHEAST OF A CABLE GUARD FENCE, SET
 KF0434'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0591 ***********************************************************************
 KF0591  DESIGNATION -  P 288
 KF0591  PID         -  KF0591
 KF0591  STATE/COUNTY-  KS/JEWELL
 KF0591  USGS QUAD   -  COURTLAND (1969)
 KF0591
 KF0591                         *CURRENT SURVEY CONTROL
 KF0591  ___________________________________________________________________
 KF0591* NAD 83(1986)-  39 50 35.     (N)    097 57 13.     (W)     SCALED    
 KF0591* NAVD 88     -       459.289  (meters)    1506.85   (feet)  ADJUSTED  
 KF0591  ___________________________________________________________________
 KF0591  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 KF0591  DYNAMIC HT  -         459.020 (meters)    1505.97  (feet)  COMP
 KF0591  MODELED GRAV-     980,024.3   (mgal)                       NAVD 88
 KF0591
 KF0591  VERT ORDER  -  FIRST     CLASS II
 KF0591
 KF0591.The horizontal coordinates were scaled from a topographic map and have
 KF0591.an estimated accuracy of +/- 6 seconds.
 KF0591
 KF0591.The orthometric height was determined by differential leveling
 KF0591.and adjusted by the National Geodetic Survey in June 1991..
 KF0591
 KF0591.The geoid height was determined by GEOID03.
 KF0591
 KF0591.The dynamic height is computed by dividing the NAVD 88
 KF0591.geopotential number by the normal gravity value computed on the
 KF0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0591.degrees latitude (g = 980.6199 gals.).
 KF0591
 KF0591.The modeled gravity was interpolated from observed gravity values.
 KF0591
 KF0591;                    North         East    Units  Estimated Accuracy
 KF0591;SPC KS N     -   167,600.      403,970.      MT  (+/- 180 meters Scaled)
 KF0591
 KF0591                          SUPERSEDED SURVEY CONTROL
 KF0591
 KF0591  NGVD 29 (??/??/92)  459.134  (m)         1506.34   (f) ADJ UNCH    1 2
 KF0591
 KF0591.Superseded values are not recommended for survey control.
 KF0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0591.See file dsdata.txt to determine how the superseded data were derived.
 KF0591
 KF0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK895108(NAD 83)
 KF0591_MARKER: DB = BENCH MARK DISK
 KF0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0591_STAMPING: P 288 1947
 KF0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0591+STABILITY: SURFACE MOTION
 KF0591
 KF0591  HISTORY     - Date     Condition        Report By
 KF0591  HISTORY     - 1947     MONUMENTED       CGS
 KF0591
 KF0591                          STATION DESCRIPTION
 KF0591
 KF0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0591'2.2 MI SE FROM LOVEWELL.
 KF0591'2.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0591'RAILROAD FROM THE STATION AT LOVEWELL, AT A PRIVATE ROAD CROSSING,
 KF0591'65.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 25.5 FEET
 KF0591'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 15.6 FEET SOUTH
 KF0591'OF THE 1ST POLE SOUTHEAST OF MILEPOST 139, 1.4 FEET NORTHEAST
 KF0591'OF A FENCE, 1.6 FEET NORTHWEST OF A REFERENCE POST, SET IN THE
 KF0591'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0408 ***********************************************************************
 KF0408  DESIGNATION -  P 289
 KF0408  PID         -  KF0408
 KF0408  STATE/COUNTY-  KS/DICKINSON
 KF0408  USGS QUAD   -  MANCHESTER (1965)
 KF0408
 KF0408                         *CURRENT SURVEY CONTROL
 KF0408  ___________________________________________________________________
 KF0408* NAD 83(1986)-  39 02 56.     (N)    097 16 54.     (W)     SCALED    
 KF0408* NAVD 88     -       375.115  (meters)    1230.69   (feet)  ADJUSTED  
 KF0408  ___________________________________________________________________
 KF0408  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 KF0408  DYNAMIC HT  -         374.875 (meters)    1229.90  (feet)  COMP
 KF0408  MODELED GRAV-     979,977.5   (mgal)                       NAVD 88
 KF0408
 KF0408  VERT ORDER  -  FIRST     CLASS II
 KF0408
 KF0408.The horizontal coordinates were scaled from a topographic map and have
 KF0408.an estimated accuracy of +/- 6 seconds.
 KF0408
 KF0408.The orthometric height was determined by differential leveling
 KF0408.and adjusted by the National Geodetic Survey in June 1991..
 KF0408
 KF0408.The geoid height was determined by GEOID03.
 KF0408
 KF0408.The dynamic height is computed by dividing the NAVD 88
 KF0408.geopotential number by the normal gravity value computed on the
 KF0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0408.degrees latitude (g = 980.6199 gals.).
 KF0408
 KF0408.The modeled gravity was interpolated from observed gravity values.
 KF0408
 KF0408;                    North         East    Units  Estimated Accuracy
 KF0408;SPC KS N     -    79,680.      462,180.      MT  (+/- 180 meters Scaled)
 KF0408
 KF0408                          SUPERSEDED SURVEY CONTROL
 KF0408
 KF0408  NGVD 29 (??/??/92)  375.019  (m)         1230.37   (f) ADJ UNCH    1 2
 KF0408
 KF0408.Superseded values are not recommended for survey control.
 KF0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0408.See file dsdata.txt to determine how the superseded data were derived.
 KF0408
 KF0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ486236(NAD 83)
 KF0408_MARKER: DB = BENCH MARK DISK
 KF0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0408_STAMPING: P 289 1947
 KF0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0408+STABILITY: SURFACE MOTION
 KF0408
 KF0408  HISTORY     - Date     Condition        Report By
 KF0408  HISTORY     - 1947     MONUMENTED       CGS
 KF0408
 KF0408                          STATION DESCRIPTION
 KF0408
 KF0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0408'2 MI NW FROM TALMAGE.
 KF0408'2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0408'RAILROAD FROM THE STATION AT TALMAGE, 45.5 FEET SOUTHWEST OF
 KF0408'THE SOUTHWEST RAIL OF THE TRACK, 20.8 FEET SOUTHEAST OF MILEPOST
 KF0408'69, 1.9 FEET NORTHEAST OF A FENCE, 1.5 FEET NORTHWEST OF A
 KF0408'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KF0408'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0505 ***********************************************************************
 JF0505  DESIGNATION -  P 290
 JF0505  PID         -  JF0505
 JF0505  STATE/COUNTY-  KS/SALINE
 JF0505  USGS QUAD   -  NILES (1978)
 JF0505
 JF0505                         *CURRENT SURVEY CONTROL
 JF0505  ___________________________________________________________________
 JF0505* NAD 83(1986)-  38 54 03.     (N)    097 25 57.     (W)     SCALED    
 JF0505* NAVD 88     -       358.795  (meters)    1177.15   (feet)  POSTED    
 JF0505  ___________________________________________________________________
 JF0505  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 JF0505  DYNAMIC HT  -         358.560 (meters)    1176.38  (feet)  COMP
 JF0505  MODELED GRAV-     979,961.6   (mgal)                       NAVD 88
 JF0505
 JF0505  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0505
 JF0505.The horizontal coordinates were scaled from a topographic map and have
 JF0505.an estimated accuracy of +/- 6 seconds.
 JF0505
 JF0505.The orthometric height was determined by differential leveling
 JF0505.and adjusted by the National Geodetic Survey in 1992..
 JF0505.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0505.rate of 0.0 thru 1.0 mm/km.
 JF0505
 JF0505.The geoid height was determined by GEOID03.
 JF0505
 JF0505.The dynamic height is computed by dividing the NAVD 88
 JF0505.geopotential number by the normal gravity value computed on the
 JF0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0505.degrees latitude (g = 980.6199 gals.).
 JF0505
 JF0505.The modeled gravity was interpolated from observed gravity values.
 JF0505
 JF0505;                    North         East    Units  Estimated Accuracy
 JF0505;SPC KS N     -    63,150.      449,230.      MT  (+/- 180 meters Scaled)
 JF0505
 JF0505                          SUPERSEDED SURVEY CONTROL
 JF0505
 JF0505  NGVD 29 (??/??/92)  358.699  (m)         1176.83   (f) ADJ UNCH    1 2
 JF0505
 JF0505.Superseded values are not recommended for survey control.
 JF0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0505.See file dsdata.txt to determine how the superseded data were derived.
 JF0505
 JF0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ359069(NAD 83)
 JF0505_MARKER: DB = BENCH MARK DISK
 JF0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0505_STAMPING: P 290 1947
 JF0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0505+STABILITY: SURFACE MOTION
 JF0505
 JF0505  HISTORY     - Date     Condition        Report By
 JF0505  HISTORY     - 1947     MONUMENTED       CGS
 JF0505  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0505
 JF0505                          STATION DESCRIPTION
 JF0505
 JF0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0505'3.8 MI SW FROM SOLOMON.
 JF0505'3.8 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0505'STATION AT SOLOMON, BETWEEN THE TRACK AND U.S. HIGHWAY NO. 40,
 JF0505'IN LINE WITH A ROW OF POLES, 0.25 MILE SOUTHWEST OF A ROAD
 JF0505'CROSSING, 36.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK,
 JF0505'16.8 FEET NORTHEAST OF MILEPOST 176, 10.0 FEET SOUTHEAST OF A
 JF0505'FENCE, 1.8 FEET NORTHEAST OF A REFERENCE POST, SET IN THE TOP OF A
 JF0505'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JF0505
 JF0505                          STATION RECOVERY (1986)
 JF0505
 JF0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1001 ***********************************************************************
 JF1001  DESIGNATION -  P 291
 JF1001  PID         -  JF1001
 JF1001  STATE/COUNTY-  KS/SALINE
 JF1001  USGS QUAD   -  BROOKVILLE SW (1979)
 JF1001
 JF1001                         *CURRENT SURVEY CONTROL
 JF1001  ___________________________________________________________________
 JF1001* NAD 83(1986)-  38 46 00.     (N)    097 53 44.     (W)     SCALED    
 JF1001* NAVD 88     -       420.152  (meters)    1378.45   (feet)  ADJUSTED  
 JF1001  ___________________________________________________________________
 JF1001  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 JF1001  DYNAMIC HT  -         419.856 (meters)    1377.48  (feet)  COMP
 JF1001  MODELED GRAV-     979,911.9   (mgal)                       NAVD 88
 JF1001
 JF1001  VERT ORDER  -  FIRST     CLASS II
 JF1001
 JF1001.The horizontal coordinates were scaled from a topographic map and have
 JF1001.an estimated accuracy of +/- 6 seconds.
 JF1001
 JF1001.The orthometric height was determined by differential leveling
 JF1001.and adjusted by the National Geodetic Survey in June 1991..
 JF1001
 JF1001.The geoid height was determined by GEOID03.
 JF1001
 JF1001.The dynamic height is computed by dividing the NAVD 88
 JF1001.geopotential number by the normal gravity value computed on the
 JF1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1001.degrees latitude (g = 980.6199 gals.).
 JF1001
 JF1001.The modeled gravity was interpolated from observed gravity values.
 JF1001
 JF1001;                    North         East    Units  Estimated Accuracy
 JF1001;SPC KS N     -    48,110.      409,080.      MT  (+/- 180 meters Scaled)
 JF1001
 JF1001                          SUPERSEDED SURVEY CONTROL
 JF1001
 JF1001  NGVD 29 (??/??/92)  420.034  (m)         1378.06   (f) ADJ UNCH    1 2
 JF1001
 JF1001.Superseded values are not recommended for survey control.
 JF1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1001.See file dsdata.txt to determine how the superseded data were derived.
 JF1001
 JF1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH959914(NAD 83)
 JF1001_MARKER: DB = BENCH MARK DISK
 JF1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1001_STAMPING: P 291 1952
 JF1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1001+STABILITY: SURFACE MOTION
 JF1001
 JF1001  HISTORY     - Date     Condition        Report By
 JF1001  HISTORY     - 1952     MONUMENTED       CGS
 JF1001
 JF1001                          STATION DESCRIPTION
 JF1001
 JF1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1001'1.6 MI SW FROM BROOKVILLE.
 JF1001'1.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1001'STATION AT BROOKVILLE, 42 FEET NORTHWEST OF THE NORTHWEST RAIL,
 JF1001'8.5 FEET SOUTHWEST OF THE 1ST POLE SOUTHWEST OF MILEPOST 203,
 JF1001'6.4 FEET SOUTHEAST OF A FENCE, 2.3 FEET NORTHEAST OF A WITNESS
 JF1001'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 JF1001'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1077 ***********************************************************************
 JF1077  DESIGNATION -  P 292
 JF1077  PID         -  JF1077
 JF1077  STATE/COUNTY-  KS/SALINE
 JF1077  USGS QUAD   -  LINDSBORG (1979)
 JF1077
 JF1077                         *CURRENT SURVEY CONTROL
 JF1077  ___________________________________________________________________
 JF1077* NAD 83(1986)-  38 36 55.     (N)    097 37 36.     (W)     SCALED    
 JF1077* NAVD 88     -       398.950  (meters)    1308.89   (feet)  ADJUSTED  
 JF1077  ___________________________________________________________________
 JF1077  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF1077  DYNAMIC HT  -         398.671 (meters)    1307.97  (feet)  COMP
 JF1077  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 JF1077
 JF1077  VERT ORDER  -  FIRST     CLASS II
 JF1077
 JF1077.The horizontal coordinates were scaled from a topographic map and have
 JF1077.an estimated accuracy of +/- 6 seconds.
 JF1077
 JF1077.The orthometric height was determined by differential leveling
 JF1077.and adjusted by the National Geodetic Survey in June 1991..
 JF1077
 JF1077.The geoid height was determined by GEOID03.
 JF1077
 JF1077.The dynamic height is computed by dividing the NAVD 88
 JF1077.geopotential number by the normal gravity value computed on the
 JF1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1077.degrees latitude (g = 980.6199 gals.).
 JF1077
 JF1077.The modeled gravity was interpolated from observed gravity values.
 JF1077
 JF1077;                    North         East    Units  Estimated Accuracy
 JF1077;SPC KS N     -    31,370.      432,520.      MT  (+/- 180 meters Scaled)
 JF1077
 JF1077                          SUPERSEDED SURVEY CONTROL
 JF1077
 JF1077  NGVD 29 (??/??/92)  398.821  (m)         1308.47   (f) ADJ UNCH    1 2
 JF1077
 JF1077.Superseded values are not recommended for survey control.
 JF1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1077.See file dsdata.txt to determine how the superseded data were derived.
 JF1077
 JF1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH195749(NAD 83)
 JF1077_MARKER: DB = BENCH MARK DISK
 JF1077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1077_SP_SET: HEADWALL
 JF1077_STAMPING: P 292 1952
 JF1077_MARK LOGO: CGS   
 JF1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1077+STABILITY: SURFACE MOTION
 JF1077
 JF1077  HISTORY     - Date     Condition        Report By
 JF1077  HISTORY     - 1952     MONUMENTED       CGS
 JF1077  HISTORY     - 1970     GOOD             NGS
 JF1077  HISTORY     - 1986     GOOD             NGS
 JF1077
 JF1077                          STATION DESCRIPTION
 JF1077
 JF1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1077'3.9 MI NE FROM LINDSBORG.
 JF1077'ABOUT 3.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD
 JF1077'FROM THE STATION AT LINDSBORG, ABOUT 0.5 MILE SOUTHWEST OF THE
 JF1077'INTERSTATE HIGHWAY 35W OVERPASS, 4 RAILS SOUTHWEST OF MILEPOST
 JF1077'17, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 JF1077'HEADWALL FOR A 4-FOOT CONCRETE BOX CULVERT UNDER STATE
 JF1077'HIGHWAY 4, 63 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK,
 JF1077'16 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET
 JF1077'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, AND ABOUT
 JF1077'LEVEL WITH THE TRACK.  SEC 26, T 16S, R 3W
 JF1077
 JF1077                          STATION RECOVERY (1986)
 JF1077
 JF1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1077'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  24.0 KM (14.9
 JF1077'MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1077'CRAWFORD STREET IN SALINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1059 ***********************************************************************
 JF1059  DESIGNATION -  P 293
 JF1059  PID         -  JF1059
 JF1059  STATE/COUNTY-  KS/SALINE
 JF1059  USGS QUAD   -  SALINA SW (1978)
 JF1059
 JF1059                         *CURRENT SURVEY CONTROL
 JF1059  ___________________________________________________________________
 JF1059* NAD 83(1986)-  38 47 01.     (N)    097 37 53.     (W)     SCALED    
 JF1059* NAVD 88     -       381.098  (meters)    1250.32   (feet)  ADJUSTED  
 JF1059  ___________________________________________________________________
 JF1059  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 JF1059  DYNAMIC HT  -         380.840 (meters)    1249.47  (feet)  COMP
 JF1059  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 JF1059
 JF1059  VERT ORDER  -  FIRST     CLASS II
 JF1059
 JF1059.The horizontal coordinates were scaled from a topographic map and have
 JF1059.an estimated accuracy of +/- 6 seconds.
 JF1059
 JF1059.The orthometric height was determined by differential leveling
 JF1059.and adjusted by the National Geodetic Survey in June 1991..
 JF1059
 JF1059.The geoid height was determined by GEOID03.
 JF1059
 JF1059.The dynamic height is computed by dividing the NAVD 88
 JF1059.geopotential number by the normal gravity value computed on the
 JF1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1059.degrees latitude (g = 980.6199 gals.).
 JF1059
 JF1059.The modeled gravity was interpolated from observed gravity values.
 JF1059
 JF1059;                    North         East    Units  Estimated Accuracy
 JF1059;SPC KS N     -    50,050.      432,030.      MT  (+/- 180 meters Scaled)
 JF1059
 JF1059                          SUPERSEDED SURVEY CONTROL
 JF1059
 JF1059  NGVD 29 (??/??/92)  380.995  (m)         1249.98   (f) ADJ UNCH    1 2
 JF1059
 JF1059.Superseded values are not recommended for survey control.
 JF1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1059.See file dsdata.txt to determine how the superseded data were derived.
 JF1059
 JF1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH188936(NAD 83)
 JF1059_MARKER: DB = BENCH MARK DISK
 JF1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1059_SP_SET: CONCRETE POST
 JF1059_STAMPING: P 293 1952
 JF1059_MARK LOGO: CGS   
 JF1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1059+STABILITY: SURFACE MOTION
 JF1059
 JF1059  HISTORY     - Date     Condition        Report By
 JF1059  HISTORY     - 1952     MONUMENTED       CGS
 JF1059  HISTORY     - 1970     GOOD             NGS
 JF1059  HISTORY     - 1986     GOOD             NGS
 JF1059
 JF1059                          STATION DESCRIPTION
 JF1059
 JF1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1059'5.1 MI SW FROM SALINA.
 JF1059'ABOUT 4.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1059'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, THENCE
 JF1059'0.8 MILE WEST ALONG SCHILLING ROAD, AT THE ENTRANCE TO THE
 JF1059'SALINE MUNICIPAL AIRPORT, (OLD SCHILLING AIR FORCE BASE) 71
 JF1059'FEET NORTH OF THE CENTER LINE OF THE ROAD, 9.3 FEET SOUTH
 JF1059'OF THE SOUTHEAST CORNER OF THE PAVED PARKING LOT AT BUILDING
 JF1059'NUMBER 394, 4 1/2 FEET WEST OF A CHAIN LINK FENCE, 2 FEET
 JF1059'NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE
 JF1059'AROUND A POWER SUBSTATION, ABOUT 1 FOOT BELOW THE LEVEL OF
 JF1059'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JF1059'0.3 FOOT.  SEC 35, T14S, R 3W
 JF1059
 JF1059                          STATION RECOVERY (1986)
 JF1059
 JF1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1059'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 JF1059'ENTRANCE ROAD TO THE SCHILLING AIR FORCE BASE IS NOW SCHILLING ROAD
 JF1059'AND THE SECURITY CONTROL BUILDING HAS BEEN DISMANTALED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0993 ***********************************************************************
 JF0993  DESIGNATION -  P 294
 JF0993  PID         -  JF0993
 JF0993  STATE/COUNTY-  KS/SALINE
 JF0993  USGS QUAD   -  FALUN (1978)
 JF0993
 JF0993                         *CURRENT SURVEY CONTROL
 JF0993  ___________________________________________________________________
 JF0993* NAD 83(1986)-  38 43 42.     (N)    097 52 23.     (W)     SCALED    
 JF0993* NAVD 88     -       444.374  (meters)    1457.92   (feet)  ADJUSTED  
 JF0993  ___________________________________________________________________
 JF0993  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 JF0993  DYNAMIC HT  -         444.059 (meters)    1456.88  (feet)  COMP
 JF0993  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 JF0993
 JF0993  VERT ORDER  -  FIRST     CLASS II
 JF0993
 JF0993.The horizontal coordinates were scaled from a topographic map and have
 JF0993.an estimated accuracy of +/- 6 seconds.
 JF0993
 JF0993.The orthometric height was determined by differential leveling
 JF0993.and adjusted by the National Geodetic Survey in June 1991..
 JF0993
 JF0993.The geoid height was determined by GEOID03.
 JF0993
 JF0993.The dynamic height is computed by dividing the NAVD 88
 JF0993.geopotential number by the normal gravity value computed on the
 JF0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0993.degrees latitude (g = 980.6199 gals.).
 JF0993
 JF0993.The modeled gravity was interpolated from observed gravity values.
 JF0993
 JF0993;                    North         East    Units  Estimated Accuracy
 JF0993;SPC KS N     -    43,860.      411,040.      MT  (+/- 180 meters Scaled)
 JF0993
 JF0993                          SUPERSEDED SURVEY CONTROL
 JF0993
 JF0993  NGVD 29 (??/??/92)  444.258  (m)         1457.54   (f) ADJ UNCH    1 2
 JF0993
 JF0993.Superseded values are not recommended for survey control.
 JF0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0993.See file dsdata.txt to determine how the superseded data were derived.
 JF0993
 JF0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH979872(NAD 83)
 JF0993_MARKER: DB = BENCH MARK DISK
 JF0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0993_STAMPING: P 294 1952
 JF0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0993+STABILITY: SURFACE MOTION
 JF0993
 JF0993  HISTORY     - Date     Condition        Report By
 JF0993  HISTORY     - 1952     MONUMENTED       CGS
 JF0993
 JF0993                          STATION DESCRIPTION
 JF0993
 JF0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0993'3.4 MI S FROM BROOKVILLE.
 JF0993'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE GRADE SCHOOL AT
 JF0993'BROOKVILLE, THENCE 1.35 MILES SOUTH ALONG A GRADED DIRT ROAD,
 JF0993'THENCE 1.85 MILES SOUTH ALONG A GRADED FIRE GUARD, 0.1 MILE
 JF0993'WEST OF TARGET 4, 42 FEET EAST OF THE CENTER LINE OF A NORTH
 JF0993'AND SOUTH FIRE GUARD.  1 FOOT WEST OF A FENCE, 2 FEET NORTH OF
 JF0993'A WITNESS POST, ON TOP OF A SMALL RIDGE, SET IN THE TOP OF A
 JF0993'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0216 ***********************************************************************
 JG0216  DESIGNATION -  P 295
 JG0216  PID         -  JG0216
 JG0216  STATE/COUNTY-  KS/RUSSELL
 JG0216  USGS QUAD   -  DORRANCE (1979)
 JG0216
 JG0216                         *CURRENT SURVEY CONTROL
 JG0216  ___________________________________________________________________
 JG0216* NAD 83(1986)-  38 50 16.     (N)    098 32 48.     (W)     SCALED    
 JG0216* NAVD 88     -       523.780  (meters)    1718.43   (feet)  ADJUSTED  
 JG0216  ___________________________________________________________________
 JG0216  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 JG0216  DYNAMIC HT  -         523.416 (meters)    1717.24  (feet)  COMP
 JG0216  MODELED GRAV-     979,916.8   (mgal)                       NAVD 88
 JG0216
 JG0216  VERT ORDER  -  FIRST     CLASS II
 JG0216
 JG0216.The horizontal coordinates were scaled from a topographic map and have
 JG0216.an estimated accuracy of +/- 6 seconds.
 JG0216
 JG0216.The orthometric height was determined by differential leveling
 JG0216.and adjusted by the National Geodetic Survey in June 1991..
 JG0216
 JG0216.The geoid height was determined by GEOID03.
 JG0216
 JG0216.The dynamic height is computed by dividing the NAVD 88
 JG0216.geopotential number by the normal gravity value computed on the
 JG0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0216.degrees latitude (g = 980.6199 gals.).
 JG0216
 JG0216.The modeled gravity was interpolated from observed gravity values.
 JG0216
 JG0216;                    North         East    Units  Estimated Accuracy
 JG0216;SPC KS N     -    56,140.      352,540.      MT  (+/- 180 meters Scaled)
 JG0216
 JG0216                          SUPERSEDED SURVEY CONTROL
 JG0216
 JG0216  NGVD 29 (??/??/92)  523.601  (m)         1717.85   (f) ADJ UNCH    1 2
 JG0216
 JG0216.Superseded values are not recommended for survey control.
 JG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0216.See file dsdata.txt to determine how the superseded data were derived.
 JG0216
 JG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH393988(NAD 83)
 JG0216_MARKER: DB = BENCH MARK DISK
 JG0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0216_SP_SET: CULVERT
 JG0216_STAMPING: P 29 1952
 JG0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0216
 JG0216  HISTORY     - Date     Condition        Report By
 JG0216  HISTORY     - 1952     MONUMENTED       CGS
 JG0216
 JG0216                          STATION DESCRIPTION
 JG0216
 JG0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0216'4.1 MI W FROM WILSON.
 JG0216'4.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0216'AT WILSON, 1 POLE EAST OF MILEPOST 244, 126 FEET SOUTH OF THE
 JG0216'SOUTH RAIL, 23 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40,
 JG0216'SET IN THE TOP OF THE CENTER LINE OF THE NORTH CONCRETE
 JG0216'HEADWALL OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 1.0 MILE
 JG0216'EAST OF BENCH MARK Q 295.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0849 ***********************************************************************
 JF0849  DESIGNATION -  P 296
 JF0849  PID         -  JF0849
 JF0849  STATE/COUNTY-  KS/RENO
 JF0849  USGS QUAD   -  HUTCHINSON (1978)
 JF0849
 JF0849                         *CURRENT SURVEY CONTROL
 JF0849  ___________________________________________________________________
 JF0849* NAD 83(1986)-  38 00 47.     (N)    097 56 56.     (W)     SCALED    
 JF0849* NAVD 88     -       469.004  (meters)    1538.72   (feet)  POSTED    
 JF0849  ___________________________________________________________________
 JF0849  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF0849  DYNAMIC HT  -         468.640 (meters)    1537.53  (feet)  COMP
 JF0849  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 JF0849
 JF0849  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JF0849
 JF0849.The horizontal coordinates were scaled from a topographic map and have
 JF0849.an estimated accuracy of +/- 6 seconds.
 JF0849
 JF0849.The orthometric height was determined by differential leveling
 JF0849.and adjusted by the National Geodetic Survey in 1992..
 JF0849.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JF0849.rate of 1.1 thru 2.0 mm/km.
 JF0849
 JF0849.The geoid height was determined by GEOID03.
 JF0849
 JF0849.The dynamic height is computed by dividing the NAVD 88
 JF0849.geopotential number by the normal gravity value computed on the
 JF0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0849.degrees latitude (g = 980.6199 gals.).
 JF0849
 JF0849.The modeled gravity was interpolated from observed gravity values.
 JF0849
 JF0849;                    North         East    Units  Estimated Accuracy
 JF0849;SPC KS S     -   549,570.      448,390.      MT  (+/- 180 meters Scaled)
 JF0849
 JF0849                          SUPERSEDED SURVEY CONTROL
 JF0849
 JF0849  NGVD 29 (??/??/92)  468.852  (m)         1538.23   (f) ADJ UNCH    1 2
 JF0849
 JF0849.Superseded values are not recommended for survey control.
 JF0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0849.See file dsdata.txt to determine how the superseded data were derived.
 JF0849
 JF0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH922077(NAD 83)
 JF0849_MARKER: DB = BENCH MARK DISK
 JF0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0849_STAMPING: P 296 1953
 JF0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0849+STABILITY: SURFACE MOTION
 JF0849
 JF0849  HISTORY     - Date     Condition        Report By
 JF0849  HISTORY     - 1953     MONUMENTED       CGS
 JF0849
 JF0849                          STATION DESCRIPTION
 JF0849
 JF0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JF0849'3.1 MI S FROM HUTCHINSON.
 JF0849'1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0849'RAILROAD FROM THE STATION AT HUTCHINSON, THENCE 1.9 MILES SOUTH
 JF0849'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT A ROAD
 JF0849'CROSSING, 45 FEET WEST OF THE WEST RAIL, 26 FEET NORTH OF THE
 JF0849'CENTER LINE OF A ROAD, 2 FEET WEST OF A WITNESS POST, SET IN
 JF0849'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 JF0849'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0850 ***********************************************************************
 JF0850  DESIGNATION -  P 296 RESET
 JF0850  PID         -  JF0850
 JF0850  STATE/COUNTY-  KS/RENO
 JF0850  USGS QUAD   -  HUTCHINSON (1978)
 JF0850
 JF0850                         *CURRENT SURVEY CONTROL
 JF0850  ___________________________________________________________________
 JF0850* NAD 83(1986)-  38 00 47.     (N)    097 56 56.     (W)     SCALED    
 JF0850* NAVD 88     -       469.111  (meters)    1539.08   (feet)  ADJUSTED  
 JF0850  ___________________________________________________________________
 JF0850  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF0850  DYNAMIC HT  -         468.747 (meters)    1537.88  (feet)  COMP
 JF0850  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 JF0850
 JF0850  VERT ORDER  -  FIRST     CLASS II
 JF0850
 JF0850.The horizontal coordinates were scaled from a topographic map and have
 JF0850.an estimated accuracy of +/- 6 seconds.
 JF0850
 JF0850.The orthometric height was determined by differential leveling
 JF0850.and adjusted by the National Geodetic Survey in June 1991..
 JF0850
 JF0850.The geoid height was determined by GEOID03.
 JF0850
 JF0850.The dynamic height is computed by dividing the NAVD 88
 JF0850.geopotential number by the normal gravity value computed on the
 JF0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0850.degrees latitude (g = 980.6199 gals.).
 JF0850
 JF0850.The modeled gravity was interpolated from observed gravity values.
 JF0850
 JF0850;                    North         East    Units  Estimated Accuracy
 JF0850;SPC KS S     -   549,570.      448,390.      MT  (+/- 180 meters Scaled)
 JF0850
 JF0850                          SUPERSEDED SURVEY CONTROL
 JF0850
 JF0850.No superseded survey control is available for this station.
 JF0850
 JF0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH922077(NAD 83)
 JF0850_MARKER: DB = BENCH MARK DISK
 JF0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0850_SP_SET: CONCRETE POST
 JF0850_STAMPING: P 296 RESET 1969
 JF0850_MARK LOGO: CGS   
 JF0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0850+STABILITY: SURFACE MOTION
 JF0850
 JF0850  HISTORY     - Date     Condition        Report By
 JF0850  HISTORY     - 1969     MONUMENTED       LOCENG
 JF0850  HISTORY     - 1986     GOOD             NGS
 JF0850
 JF0850                          STATION DESCRIPTION
 JF0850
 JF0850'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 JF0850'3.1 MI SSW FROM HUTCHINSON.
 JF0850'ABOUT 1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 JF0850'PACIFIC RAILROAD FROM THE STATION AT HUTCHINSON, THENCE 1.9
 JF0850'MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 JF0850'AT A ROAD CROSSING, 46.4 FEET WEST OF THE CENTER LINE OF THE
 JF0850'TRACKS, 210.8 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 JF0850'50, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 JF0850'THE GROUND.
 JF0850
 JF0850                          STATION RECOVERY (1986)
 JF0850
 JF0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0850'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN SOUTH
 JF0850'HUTCHINSON, AT THE INTERSECTION OF U.S. HIGHWAY 50 AND THE SANTA FE
 JF0850'RAILROAD.
 JF0850'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1070 ***********************************************************************
 HF1070  DESIGNATION -  P 297
 HF1070  PID         -  HF1070
 HF1070  STATE/COUNTY-  KS/RENO
 HF1070  USGS QUAD   -  ELMER (1961)
 HF1070
 HF1070                         *CURRENT SURVEY CONTROL
 HF1070  ___________________________________________________________________
 HF1070* NAD 83(1986)-  37 59 31.     (N)    097 55 35.     (W)     SCALED    
 HF1070* NAVD 88     -       467.387  (meters)    1533.42   (feet)  ADJUSTED  
 HF1070  ___________________________________________________________________
 HF1070  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 HF1070  DYNAMIC HT  -         467.027 (meters)    1532.24  (feet)  COMP
 HF1070  MODELED GRAV-     979,844.9   (mgal)                       NAVD 88
 HF1070
 HF1070  VERT ORDER  -  SECOND    CLASS 0
 HF1070
 HF1070.The horizontal coordinates were scaled from a topographic map and have
 HF1070.an estimated accuracy of +/- 6 seconds.
 HF1070
 HF1070.The orthometric height was determined by differential leveling
 HF1070.and adjusted by the National Geodetic Survey in June 1991..
 HF1070
 HF1070.The geoid height was determined by GEOID03.
 HF1070
 HF1070.The dynamic height is computed by dividing the NAVD 88
 HF1070.geopotential number by the normal gravity value computed on the
 HF1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1070.degrees latitude (g = 980.6199 gals.).
 HF1070
 HF1070.The modeled gravity was interpolated from observed gravity values.
 HF1070
 HF1070;                    North         East    Units  Estimated Accuracy
 HF1070;SPC KS S     -   547,240.      450,380.      MT  (+/- 180 meters Scaled)
 HF1070
 HF1070                          SUPERSEDED SURVEY CONTROL
 HF1070
 HF1070  NGVD 29 (??/??/92)  467.235  (m)         1532.92   (f) ADJ UNCH    2 0
 HF1070
 HF1070.Superseded values are not recommended for survey control.
 HF1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1070.See file dsdata.txt to determine how the superseded data were derived.
 HF1070
 HF1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH942054(NAD 83)
 HF1070_MARKER: DB = BENCH MARK DISK
 HF1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1070_STAMPING: P 297 1953
 HF1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1070+STABILITY: SURFACE MOTION
 HF1070
 HF1070  HISTORY     - Date     Condition        Report By
 HF1070  HISTORY     - 1953     MONUMENTED       CGS
 HF1070
 HF1070                          STATION DESCRIPTION
 HF1070
 HF1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF1070'5.1 MI S FROM HUTCHINSON.
 HF1070'3.5 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE MISSOURI PACIFIC
 HF1070'RAILROAD STATION AT HUTCHINSON, THENCE 1.0 MILE EAST ALONG A
 HF1070'GRAVELED ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 HF1070'0.2 MILE WEST ALONG A PRIVATE DRIVEWAY, AT THE MILLS AIRPORT,
 HF1070'AT THE SOUTH END OF THE NORTH AND SOUTH RUNWAY, 45 FEET SOUTHWEST
 HF1070'OF THE SOUTHWEST CORNER OF THE SOUTH HANGAR, 73 FEET EAST OF THE
 HF1070'CENTER LINE OF THE NORTH AND SOUTH RUNWAY, 2.4 FEET NORTHWEST OF
 HF1070'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF1070'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0396 ***********************************************************************
 JH0396  DESIGNATION -  P 298
 JH0396  PID         -  JH0396
 JH0396  STATE/COUNTY-  KS/WALLACE
 JH0396  USGS QUAD   -  SHARON SPRINGS WEST (1979)
 JH0396
 JH0396                         *CURRENT SURVEY CONTROL
 JH0396  ___________________________________________________________________
 JH0396* NAD 83(1986)-  38 53 32.     (N)    101 49 34.     (W)     SCALED    
 JH0396* NAVD 88     -      1094.469  (meters)    3590.77   (feet)  ADJUSTED  
 JH0396  ___________________________________________________________________
 JH0396  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 JH0396  DYNAMIC HT  -        1093.524 (meters)    3587.67  (feet)  COMP
 JH0396  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 JH0396
 JH0396  VERT ORDER  -  FIRST     CLASS II
 JH0396
 JH0396.The horizontal coordinates were scaled from a topographic map and have
 JH0396.an estimated accuracy of +/- 6 seconds.
 JH0396
 JH0396.The orthometric height was determined by differential leveling
 JH0396.and adjusted by the National Geodetic Survey in June 1991..
 JH0396
 JH0396.The geoid height was determined by GEOID03.
 JH0396
 JH0396.The dynamic height is computed by dividing the NAVD 88
 JH0396.geopotential number by the normal gravity value computed on the
 JH0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0396.degrees latitude (g = 980.6199 gals.).
 JH0396
 JH0396.The modeled gravity was interpolated from observed gravity values.
 JH0396
 JH0396;                    North         East    Units  Estimated Accuracy
 JH0396;SPC KS N     -    69,050.       68,160.      MT  (+/- 180 meters Scaled)
 JH0396
 JH0396                          SUPERSEDED SURVEY CONTROL
 JH0396
 JH0396  NGVD 29 (??/??/92) 1094.045  (m)         3589.38   (f) ADJ UNCH    1 2
 JH0396
 JH0396.Superseded values are not recommended for survey control.
 JH0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0396.See file dsdata.txt to determine how the superseded data were derived.
 JH0396
 JH0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ548086(NAD 83)
 JH0396_MARKER: DB = BENCH MARK DISK
 JH0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0396_STAMPING: P 298 1952
 JH0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0396+STABILITY: SURFACE MOTION
 JH0396
 JH0396  HISTORY     - Date     Condition        Report By
 JH0396  HISTORY     - 1952     MONUMENTED       CGS
 JH0396
 JH0396                          STATION DESCRIPTION
 JH0396
 JH0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0396'4.2 MI W FROM SHARON SPRINGS.
 JH0396'4.15 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0396'AT SHARON SPRINGS, ON THE WEST SLOPE OF A HILL, 2 POLES EAST OF
 JH0396'MILEPOST 434, 114.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 JH0396'TRACK, 50.4 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40,
 JH0396'16 FEET NORTH OF A FENCE, 84.5 FEET SOUTHEAST OF A TELEPHONE
 JH0396'POLE, 2.5 FEET EAST OF A WITNESS POST, 0.65 MILE EAST OF A
 JH0396'PRIVATE ROAD CROSSING, SET IN THE TOP OF A CONCRETE POST WHICH
 JH0396'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0177 ***********************************************************************
 KH0177  DESIGNATION -  P 299
 KH0177  PID         -  KH0177
 KH0177  STATE/COUNTY-  KS/LOGAN
 KH0177  USGS QUAD   -  OAKLEY SW (1979)
 KH0177
 KH0177                         *CURRENT SURVEY CONTROL
 KH0177  ___________________________________________________________________
 KH0177* NAD 83(1986)-  39 06 34.     (N)    100 59 38.     (W)     SCALED    
 KH0177* NAVD 88     -       962.048  (meters)    3156.32   (feet)  ADJUSTED  
 KH0177  ___________________________________________________________________
 KH0177  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 KH0177  DYNAMIC HT  -         961.276 (meters)    3153.79  (feet)  COMP
 KH0177  MODELED GRAV-     979,792.8   (mgal)                       NAVD 88
 KH0177
 KH0177  VERT ORDER  -  FIRST     CLASS II
 KH0177
 KH0177.The horizontal coordinates were scaled from a topographic map and have
 KH0177.an estimated accuracy of +/- 6 seconds.
 KH0177
 KH0177.The orthometric height was determined by differential leveling
 KH0177.and adjusted by the National Geodetic Survey in June 1991..
 KH0177
 KH0177.The geoid height was determined by GEOID03.
 KH0177
 KH0177.The dynamic height is computed by dividing the NAVD 88
 KH0177.geopotential number by the normal gravity value computed on the
 KH0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0177.degrees latitude (g = 980.6199 gals.).
 KH0177
 KH0177.The modeled gravity was interpolated from observed gravity values.
 KH0177
 KH0177;                    North         East    Units  Estimated Accuracy
 KH0177;SPC KS N     -    90,440.      141,110.      MT  (+/- 180 meters Scaled)
 KH0177
 KH0177                          SUPERSEDED SURVEY CONTROL
 KH0177
 KH0177  NGVD 29 (??/??/92)  961.696  (m)         3155.16   (f) ADJ UNCH    1 2
 KH0177
 KH0177.Superseded values are not recommended for survey control.
 KH0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0177.See file dsdata.txt to determine how the superseded data were derived.
 KH0177
 KH0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ276308(NAD 83)
 KH0177_MARKER: DB = BENCH MARK DISK
 KH0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0177_STAMPING: P 299 1952
 KH0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0177+STABILITY: SURFACE MOTION
 KH0177
 KH0177  HISTORY     - Date     Condition        Report By
 KH0177  HISTORY     - 1952     MONUMENTED       CGS
 KH0177
 KH0177                          STATION DESCRIPTION
 KH0177
 KH0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0177'1.1 MI E FROM MONUMENT.
 KH0177'1.1 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0177'AT MONUMENT, 0.2 MILE EAST OF A ROAD CROSSING, 45 FEET NORTH
 KH0177'OF THE NORTH RAIL, 37 FEET SOUTH OF MILEPOST 385, 2.8 FEET
 KH0177'SOUTH OF A FENCE, 2.7 FEET EAST OF A WITNESS POST, SET IN
 KH0177'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 KH0177'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0594 ***********************************************************************
 KF0594  DESIGNATION -  P 3
 KF0594  PID         -  KF0594
 KF0594  STATE/COUNTY-  KS/JEWELL
 KF0594  USGS QUAD   -  COURTLAND (1969)
 KF0594
 KF0594                         *CURRENT SURVEY CONTROL
 KF0594  ___________________________________________________________________
 KF0594* NAD 83(1986)-  39 52 03.     (N)    097 58 55.     (W)     SCALED    
 KF0594* NAVD 88     -       471.066  (meters)    1545.49   (feet)  ADJUSTED  
 KF0594  ___________________________________________________________________
 KF0594  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 KF0594  DYNAMIC HT  -         470.789 (meters)    1544.58  (feet)  COMP
 KF0594  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 KF0594
 KF0594  VERT ORDER  -  FIRST     CLASS II
 KF0594
 KF0594.The horizontal coordinates were scaled from a topographic map and have
 KF0594.an estimated accuracy of +/- 6 seconds.
 KF0594
 KF0594.The orthometric height was determined by differential leveling
 KF0594.and adjusted by the National Geodetic Survey in June 1991..
 KF0594
 KF0594.The geoid height was determined by GEOID03.
 KF0594
 KF0594.The dynamic height is computed by dividing the NAVD 88
 KF0594.geopotential number by the normal gravity value computed on the
 KF0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0594.degrees latitude (g = 980.6199 gals.).
 KF0594
 KF0594.The modeled gravity was interpolated from observed gravity values.
 KF0594
 KF0594;                    North         East    Units  Estimated Accuracy
 KF0594;SPC KS N     -   170,320.      401,550.      MT  (+/- 180 meters Scaled)
 KF0594
 KF0594                          SUPERSEDED SURVEY CONTROL
 KF0594
 KF0594  NGVD 29 (??/??/92)  470.907  (m)         1544.97   (f) ADJ UNCH    1 2
 KF0594
 KF0594.Superseded values are not recommended for survey control.
 KF0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0594.See file dsdata.txt to determine how the superseded data were derived.
 KF0594
 KF0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK870135(NAD 83)
 KF0594_MARKER: H = DRILL HOLE
 KF0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0594+STABILITY: SURFACE MOTION
 KF0594
 KF0594  HISTORY     - Date     Condition        Report By
 KF0594  HISTORY     - UNK      MONUMENTED       CGS
 KF0594  HISTORY     - 1947     GOOD             NGS
 KF0594
 KF0594                          STATION DESCRIPTION
 KF0594
 KF0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KF0594'AT LOVEWELL.
 KF0594'AT LOVEWELL, AT THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KF0594'STATION, BETWEEN THE MAIN TRACK AND THE SIDE TRACK, 42.5 FEET
 KF0594'NORTHWEST OF THE NORTH CORNER OF THE STATION, 45.9 FEET
 KF0594'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 10.3 FEET
 KF0594'EAST OF THE SOUTH CORNER OF A COAL SHED, 5.6 FEET SOUTH OF THE
 KF0594'EAST CORNER OF THE COAL SHED, 6.1 FEET NORTH OF A WATER PUMP,
 KF0594'1.1 FEET NORTHEAST OF A REFERENCE POST, THE BOTTOM OF A SQUARE
 KF0594'HOLE SURROUNDED BY THE LETTERS USBM CUT IN THE TOP OF A LIMESTONE
 KF0594'POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0122 ***********************************************************************
 JG0122  DESIGNATION -  P 30
 JG0122  PID         -  JG0122
 JG0122  STATE/COUNTY-  KS/RICE
 JG0122  USGS QUAD   -  LYONS (1970)
 JG0122
 JG0122                         *CURRENT SURVEY CONTROL
 JG0122  ___________________________________________________________________
 JG0122* NAD 83(1986)-  38 21 04.     (N)    098 12 12.     (W)     SCALED    
 JG0122* NAVD 88     -       519.409  (meters)    1704.09   (feet)  ADJUSTED  
 JG0122  ___________________________________________________________________
 JG0122  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 JG0122  DYNAMIC HT  -         519.018 (meters)    1702.81  (feet)  COMP
 JG0122  MODELED GRAV-     979,860.5   (mgal)                       NAVD 88
 JG0122
 JG0122  VERT ORDER  -  SECOND    CLASS 0
 JG0122
 JG0122.The horizontal coordinates were scaled from a topographic map and have
 JG0122.an estimated accuracy of +/- 6 seconds.
 JG0122
 JG0122.The orthometric height was determined by differential leveling
 JG0122.and adjusted by the National Geodetic Survey in June 1991..
 JG0122
 JG0122.The geoid height was determined by GEOID03.
 JG0122
 JG0122.The dynamic height is computed by dividing the NAVD 88
 JG0122.geopotential number by the normal gravity value computed on the
 JG0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0122.degrees latitude (g = 980.6199 gals.).
 JG0122
 JG0122.The modeled gravity was interpolated from observed gravity values.
 JG0122
 JG0122;                    North         East    Units  Estimated Accuracy
 JG0122;SPC KS S     -   586,990.      425,930.      MT  (+/- 180 meters Scaled)
 JG0122
 JG0122                          SUPERSEDED SURVEY CONTROL
 JG0122
 JG0122  NGVD 29 (??/??/92)  519.261  (m)         1703.61   (f) ADJ UNCH    2 0
 JG0122
 JG0122.Superseded values are not recommended for survey control.
 JG0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0122.See file dsdata.txt to determine how the superseded data were derived.
 JG0122
 JG0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH696450(NAD 83)
 JG0122_MARKER: DB = BENCH MARK DISK
 JG0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0122_STAMPING: P 30 1934
 JG0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0122+STABILITY: SURFACE MOTION
 JG0122
 JG0122  HISTORY     - Date     Condition        Report By
 JG0122  HISTORY     - 1934     MONUMENTED       CGS
 JG0122  HISTORY     - 1945     GOOD             NGS
 JG0122  HISTORY     - 1961     GOOD             NGS
 JG0122
 JG0122                          STATION DESCRIPTION
 JG0122
 JG0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 JG0122'AT LYONS.
 JG0122'AT LYONS, RICE COUNTY, 200 YARDS EAST OF THE ATCHISON, TOPEKA
 JG0122'AND SANTA FE RAILWAY STATION, AT MILEAGE 78.02, 54 FEET NORTH OF
 JG0122'THE GOLD BOND FLOUR CO. OFFICE, 55 FEET SOUTH OF THE CENTERLINE
 JG0122'OF THE TRACK, AND 54 FEET WEST OF THE CENTERLINE OF EAST AVENUE
 JG0122'NORTH.  A STANDARD DISK, STAMPED P 30 1934 AND SET IN THE TOP OF
 JG0122'A CONCRETE POST.
 JG0122
 JG0122                          STATION RECOVERY (1961)
 JG0122
 JG0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JG0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0082 ***********************************************************************
 KH0082  DESIGNATION -  P 300
 KH0082  PID         -  KH0082
 KH0082  STATE/COUNTY-  KS/GOVE
 KH0082  USGS QUAD   -  QUINTER (1979)
 KH0082
 KH0082                         *CURRENT SURVEY CONTROL
 KH0082  ___________________________________________________________________
 KH0082* NAD 83(1986)-  39 03 59.     (N)    100 13 22.     (W)     SCALED    
 KH0082* NAVD 88     -       810.949  (meters)    2660.59   (feet)  ADJUSTED  
 KH0082  ___________________________________________________________________
 KH0082  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 KH0082  DYNAMIC HT  -         810.326 (meters)    2658.54  (feet)  COMP
 KH0082  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 KH0082
 KH0082  VERT ORDER  -  FIRST     CLASS II
 KH0082
 KH0082.The horizontal coordinates were scaled from a topographic map and have
 KH0082.an estimated accuracy of +/- 6 seconds.
 KH0082
 KH0082.The orthometric height was determined by differential leveling
 KH0082.and adjusted by the National Geodetic Survey in June 1991..
 KH0082.WARNING-Repeat measurements at this control monument indicate possible
 KH0082.vertical movement.
 KH0082
 KH0082.The geoid height was determined by GEOID03.
 KH0082
 KH0082.The dynamic height is computed by dividing the NAVD 88
 KH0082.geopotential number by the normal gravity value computed on the
 KH0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0082.degrees latitude (g = 980.6199 gals.).
 KH0082
 KH0082.The modeled gravity was interpolated from observed gravity values.
 KH0082
 KH0082;                    North         East    Units  Estimated Accuracy
 KH0082;SPC KS N     -    83,740.      207,660.      MT  (+/- 180 meters Scaled)
 KH0082
 KH0082                          SUPERSEDED SURVEY CONTROL
 KH0082
 KH0082  NGVD 29 (02/14/92)  810.639  (m)         2659.57   (f) ADJUSTED    1 2
 KH0082
 KH0082.Superseded values are not recommended for survey control.
 KH0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0082.See file dsdata.txt to determine how the superseded data were derived.
 KH0082
 KH0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ942248(NAD 83)
 KH0082_MARKER: DB = BENCH MARK DISK
 KH0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0082_SP_SET: CONCRETE POST
 KH0082_STAMPING: P 300 1952
 KH0082_MARK LOGO: CGS   
 KH0082_PROJECTION: FLUSH
 KH0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0082+STABILITY: SURFACE MOTION
 KH0082
 KH0082  HISTORY     - Date     Condition        Report By
 KH0082  HISTORY     - 1952     MONUMENTED       CGS
 KH0082  HISTORY     - 1986     GOOD             NGS
 KH0082
 KH0082                          STATION DESCRIPTION
 KH0082
 KH0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0082'0.7 MI E FROM QUINTER.
 KH0082'0.7 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0082'RAILROAD STATION AT QUINTER, 120 FEET NORTH OF THE CENTER LINE
 KH0082'OF THE HIGHWAY, 45.3 FEET SOUTH OF THE SOUTH RAIL OF THE UNION
 KH0082'PACIFIC RAILROAD, 44 FEET EAST OF THE CENTER LINE OF A GRAVELED
 KH0082'ROAD LEADING NORTH, 17.3 FEET EAST OF A FENCE CORNER, 15.4 FEET
 KH0082'NORTHEAST OF A POWER POLE, 3 FEET NORTH OF A FENCE, 2.4 FEET
 KH0082'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KH0082'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KH0082
 KH0082                          STATION RECOVERY (1986)
 KH0082
 KH0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0082'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.14 KM (0.71
 KH0082'MI) EAST ALONG OLD US HIGHWAY 40 FROM THE JUNCTION OF MAIN STREET AT
 KH0082'QUINTER, IN THE NORTHEAST CORNER OF THE JUNCTION OF A DIRT ROAD, 36.5
 KH0082'METERS (120 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.9 METERS (45.5 FT)
 KH0082'SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 13.4 METERS (44
 KH0082'FT) EAST OF THE CENTER OF THE ROAD AND 4.7 METERS (15.5 FT) NORTHEAST
 KH0082'OF A POWER POLE.
 KH0082'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KH0082'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0138 ***********************************************************************
 KH0138  DESIGNATION -  P 301
 KH0138  PID         -  KH0138
 KH0138  STATE/COUNTY-  KS/GOVE
 KH0138  USGS QUAD   -  SUNNY SLOPE LAKE (1979)
 KH0138
 KH0138                         *CURRENT SURVEY CONTROL
 KH0138  ___________________________________________________________________
 KH0138* NAD 83(1986)-  39 07 07.     (N)    100 36 27.     (W)     SCALED    
 KH0138* NAVD 88     -       885.476  (meters)    2905.10   (feet)  ADJUSTED  
 KH0138  ___________________________________________________________________
 KH0138  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 KH0138  DYNAMIC HT  -         884.779 (meters)    2902.81  (feet)  COMP
 KH0138  MODELED GRAV-     979,811.0   (mgal)                       NAVD 88
 KH0138
 KH0138  VERT ORDER  -  FIRST     CLASS II
 KH0138
 KH0138.The horizontal coordinates were scaled from a topographic map and have
 KH0138.an estimated accuracy of +/- 6 seconds.
 KH0138
 KH0138.The orthometric height was determined by differential leveling
 KH0138.and adjusted by the National Geodetic Survey in June 1991..
 KH0138
 KH0138.The geoid height was determined by GEOID03.
 KH0138
 KH0138.The dynamic height is computed by dividing the NAVD 88
 KH0138.geopotential number by the normal gravity value computed on the
 KH0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0138.degrees latitude (g = 980.6199 gals.).
 KH0138
 KH0138.The modeled gravity was interpolated from observed gravity values.
 KH0138
 KH0138;                    North         East    Units  Estimated Accuracy
 KH0138;SPC KS N     -    90,420.      174,540.      MT  (+/- 180 meters Scaled)
 KH0138
 KH0138                          SUPERSEDED SURVEY CONTROL
 KH0138
 KH0138  NGVD 29 (02/14/92)  885.140  (m)         2904.00   (f) ADJUSTED    1 2
 KH0138
 KH0138.Superseded values are not recommended for survey control.
 KH0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0138.See file dsdata.txt to determine how the superseded data were derived.
 KH0138
 KH0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ610311(NAD 83)
 KH0138_MARKER: DB = BENCH MARK DISK
 KH0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0138_SP_SET: CONCRETE POST
 KH0138_STAMPING: P 301 1953
 KH0138_MARK LOGO: CGS   
 KH0138_PROJECTION: FLUSH
 KH0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0138+STABILITY: SURFACE MOTION
 KH0138
 KH0138  HISTORY     - Date     Condition        Report By
 KH0138  HISTORY     - 1953     MONUMENTED       CGS
 KH0138  HISTORY     - 1986     GOOD             NGS
 KH0138
 KH0138                          STATION DESCRIPTION
 KH0138
 KH0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KH0138'1.7 MI SE FROM GRINNELL.
 KH0138'0.5 MILE SOUTH ALONG MAIN STREET FROM THE UNION PACIFIC RAILROAD
 KH0138'STATION AT GRINNELL, THENCE 1.2 MILES EAST ALONG U.S. HIGHWAY
 KH0138'40, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 KH0138'NORTHEAST OF A POWER POLE, 2 FEET EAST OF A WITNESS POST, 5 FEET
 KH0138'NORTHWEST OF A FENCE CORNER, 3.5 FEET NORTH OF A FENCE, 4.2 FEET
 KH0138'WEST OF A FENCE LEADING NORTH, ACROSS THE HIGHWAY FROM A
 KH0138'WINDMILL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 KH0138'FOOT ABOVE THE GROUND.
 KH0138
 KH0138                          STATION RECOVERY (1986)
 KH0138
 KH0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0138'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.70 KM (1.06
 KH0138'MI) EAST ALONG OLD US HIGHWAY 40 FROM THE T JUNCTION OF STATE HIGHWAY
 KH0138'216 SOUTH AT GRINNELL, 0.10 KM (0.06 MI) EAST OF THE T JUNCTION OF A
 KH0138'DIRT ROAD LEADING NORTH, NORTHEAST ACROSS THE HIGHWAY FROM A STOCK PEN
 KH0138'AND A WIND MILL, 10.9 METERS (36 FT) NORTH OF THE HIGHWAY CENTERLINE
 KH0138'AND 4.5 METERS (15 FT) EAST OF A POWER POLE.
 KH0138'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KH0138'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0569 ***********************************************************************
 JG0569  DESIGNATION -  P 302
 JG0569  PID         -  JG0569
 JG0569  STATE/COUNTY-  KS/TREGO
 JG0569  USGS QUAD   -  OGALLAH (1979)
 JG0569
 JG0569                         *CURRENT SURVEY CONTROL
 JG0569  ___________________________________________________________________
 JG0569* NAD 83(1986)-  38 56 54.     (N)    099 38 43.     (W)     SCALED    
 JG0569* NAVD 88     -       675.802  (meters)    2217.19   (feet)  ADJUSTED  
 JG0569  ___________________________________________________________________
 JG0569  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 JG0569  DYNAMIC HT  -         675.292 (meters)    2215.52  (feet)  COMP
 JG0569  MODELED GRAV-     979,850.2   (mgal)                       NAVD 88
 JG0569
 JG0569  VERT ORDER  -  FIRST     CLASS II
 JG0569
 JG0569.The horizontal coordinates were scaled from a topographic map and have
 JG0569.an estimated accuracy of +/- 6 seconds.
 JG0569
 JG0569.The orthometric height was determined by differential leveling
 JG0569.and adjusted by the National Geodetic Survey in June 1991..
 JG0569
 JG0569.The geoid height was determined by GEOID03.
 JG0569
 JG0569.The dynamic height is computed by dividing the NAVD 88
 JG0569.geopotential number by the normal gravity value computed on the
 JG0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0569.degrees latitude (g = 980.6199 gals.).
 JG0569
 JG0569.The modeled gravity was interpolated from observed gravity values.
 JG0569
 JG0569;                    North         East    Units  Estimated Accuracy
 JG0569;SPC KS N     -    69,570.      257,380.      MT  (+/- 180 meters Scaled)
 JG0569
 JG0569                          SUPERSEDED SURVEY CONTROL
 JG0569
 JG0569  NGVD 29 (??/??/92)  675.519  (m)         2216.27   (f) ADJ UNCH    1 2
 JG0569
 JG0569.Superseded values are not recommended for survey control.
 JG0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0569.See file dsdata.txt to determine how the superseded data were derived.
 JG0569
 JG0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ440112(NAD 83)
 JG0569_MARKER: DB = BENCH MARK DISK
 JG0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0569_STAMPING: P 302 1953
 JG0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0569+STABILITY: SURFACE MOTION
 JG0569
 JG0569  HISTORY     - Date     Condition        Report By
 JG0569  HISTORY     - 1953     MONUMENTED       CGS
 JG0569  HISTORY     - 20060921 MARK NOT FOUND   GEOCAC
 JG0569
 JG0569                          STATION DESCRIPTION
 JG0569
 JG0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0569'5.4 MI E FROM OGALLAH.
 JG0569'5.4 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0569'RAILROAD STATION AT OGALLAH, 0.05 MILE EAST OF A SIDING ON THE
 JG0569'UNION PACIFIC RAILROAD, 115 FEET NORTH OF THE CENTER LINE OF THE
 JG0569'HIGHWAY, 50.8 FEET SOUTH OF THE SOUTH RAIL, 52.6 FEET SOUTHEAST
 JG0569'OF SIGNAL LIGHT 3080, 3.7 FEET SOUTH OF A FENCE CORNER, 3.3 FEET
 JG0569'SOUTHWEST OF A WITNESS POST, 0.75 MILE WEST OF BENCH MARK Q
 JG0569'302, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 JG0569'ABOVE THE GROUND.
 JG0569
 JG0569                          STATION RECOVERY (2006)
 JG0569
 JG0569'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0365 ***********************************************************************
 JG0365  DESIGNATION -  P 303
 JG0365  PID         -  JG0365
 JG0365  STATE/COUNTY-  KS/ELLIS
 JG0365  USGS QUAD   -  YOCEMENTO (1974)
 JG0365
 JG0365                         *CURRENT SURVEY CONTROL
 JG0365  ___________________________________________________________________
 JG0365* NAD 83(1986)-  38 54 15.     (N)    099 24 36.     (W)     SCALED    
 JG0365* NAVD 88     -       624.645  (meters)    2049.36   (feet)  ADJUSTED  
 JG0365  ___________________________________________________________________
 JG0365  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0365  DYNAMIC HT  -         624.178 (meters)    2047.82  (feet)  COMP
 JG0365  MODELED GRAV-     979,859.2   (mgal)                       NAVD 88
 JG0365
 JG0365  VERT ORDER  -  FIRST     CLASS II
 JG0365
 JG0365.The horizontal coordinates were scaled from a topographic map and have
 JG0365.an estimated accuracy of +/- 6 seconds.
 JG0365
 JG0365.The orthometric height was determined by differential leveling
 JG0365.and adjusted by the National Geodetic Survey in June 1991..
 JG0365
 JG0365.The geoid height was determined by GEOID03.
 JG0365
 JG0365.The dynamic height is computed by dividing the NAVD 88
 JG0365.geopotential number by the normal gravity value computed on the
 JG0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0365.degrees latitude (g = 980.6199 gals.).
 JG0365
 JG0365.The modeled gravity was interpolated from observed gravity values.
 JG0365
 JG0365;                    North         East    Units  Estimated Accuracy
 JG0365;SPC KS N     -    64,320.      277,700.      MT  (+/- 180 meters Scaled)
 JG0365
 JG0365                          SUPERSEDED SURVEY CONTROL
 JG0365
 JG0365  NGVD 29 (??/??/92)  624.381  (m)         2048.49   (f) ADJ UNCH    1 2
 JG0365
 JG0365.Superseded values are not recommended for survey control.
 JG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0365.See file dsdata.txt to determine how the superseded data were derived.
 JG0365
 JG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ644062(NAD 83)
 JG0365_MARKER: DB = BENCH MARK DISK
 JG0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0365_SP_SET: CULVERT
 JG0365_STAMPING: P 303 1953
 JG0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0365
 JG0365  HISTORY     - Date     Condition        Report By
 JG0365  HISTORY     - 1953     MONUMENTED       CGS
 JG0365
 JG0365                          STATION DESCRIPTION
 JG0365
 JG0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0365'4.6 MI W FROM HAYS.
 JG0365'0.05 MILE SOUTH ALONG WALNUT STREET FROM THE UNION PACIFIC
 JG0365'RAILROAD STATION AT HAYS, THENCE 4.6 MILES WEST ALONG U.S.
 JG0365'HIGHWAY 40, 33.2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JG0365'0.1 MILE NORTHEAST OF A STONE FARMHOUSE, 20 FEET WEST OF THE
 JG0365'CENTER LINE OF A NORTH AND SOUTH GRAVELED ROAD, SET IN THE
 JG0365'TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A LARGE
 JG0365'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0247 ***********************************************************************
 JG0247  DESIGNATION -  P 304
 JG0247  PID         -  JG0247
 JG0247  STATE/COUNTY-  KS/RUSSELL
 JG0247  USGS QUAD   -  RUSSELL (1967)
 JG0247
 JG0247                         *CURRENT SURVEY CONTROL
 JG0247  ___________________________________________________________________
 JG0247* NAD 83(1986)-  38 53 46.     (N)    098 50 41.     (W)     SCALED    
 JG0247* NAVD 88     -       559.523  (meters)    1835.70   (feet)  ADJUSTED  
 JG0247  ___________________________________________________________________
 JG0247  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0247  DYNAMIC HT  -         559.130 (meters)    1834.41  (feet)  COMP
 JG0247  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 JG0247
 JG0247  VERT ORDER  -  FIRST     CLASS II
 JG0247
 JG0247.The horizontal coordinates were scaled from a topographic map and have
 JG0247.an estimated accuracy of +/- 6 seconds.
 JG0247
 JG0247.The orthometric height was determined by differential leveling
 JG0247.and adjusted by the National Geodetic Survey in June 1991..
 JG0247
 JG0247.The geoid height was determined by GEOID03.
 JG0247
 JG0247.The dynamic height is computed by dividing the NAVD 88
 JG0247.geopotential number by the normal gravity value computed on the
 JG0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0247.degrees latitude (g = 980.6199 gals.).
 JG0247
 JG0247.The modeled gravity was interpolated from observed gravity values.
 JG0247
 JG0247;                    North         East    Units  Estimated Accuracy
 JG0247;SPC KS N     -    62,820.      326,720.      MT  (+/- 180 meters Scaled)
 JG0247
 JG0247                          SUPERSEDED SURVEY CONTROL
 JG0247
 JG0247  NGVD 29 (??/??/92)  559.312  (m)         1835.01   (f) ADJ UNCH    1 2
 JG0247
 JG0247.Superseded values are not recommended for survey control.
 JG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0247.See file dsdata.txt to determine how the superseded data were derived.
 JG0247
 JG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ134052(NAD 83)
 JG0247_MARKER: DB = BENCH MARK DISK
 JG0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0247_STAMPING: P 304 1953
 JG0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0247+STABILITY: SURFACE MOTION
 JG0247
 JG0247  HISTORY     - Date     Condition        Report By
 JG0247  HISTORY     - 1953     MONUMENTED       CGS
 JG0247
 JG0247                          STATION DESCRIPTION
 JG0247
 JG0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0247'0.8 MI E FROM RUSSELL.
 JG0247'0.75 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0247'AT RUSSELL, AT A ROAD CROSSING, 45.5 FEET SOUTH OF THE SOUTH
 JG0247'RAIL, 26 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING
 JG0247'NORTH, 6 FEET SOUTH OF A ROW OF POWER POLES, 2 FEET WEST OF A
 JG0247'FENCE CORNER, 2 FEET NORTHEAST OF AN OLD FENCE, 1.5 FEET EAST
 JG0247'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JG0247'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0048 ***********************************************************************
 HG0048  DESIGNATION -  P 307
 HG0048  PID         -  HG0048
 HG0048  STATE/COUNTY-  KS/KINGMAN
 HG0048  USGS QUAD   -  CLEVELAND (1967)
 HG0048
 HG0048                         *CURRENT SURVEY CONTROL
 HG0048  ___________________________________________________________________
 HG0048* NAD 83(1986)-  37 33 38.     (N)    098 07 59.     (W)     SCALED    
 HG0048* NAVD 88     -       495.681  (meters)    1626.25   (feet)  POSTED    
 HG0048  ___________________________________________________________________
 HG0048  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 HG0048  DYNAMIC HT  -         495.270 (meters)    1624.90  (feet)  COMP
 HG0048  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 HG0048
 HG0048  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HG0048
 HG0048.The horizontal coordinates were scaled from a topographic map and have
 HG0048.an estimated accuracy of +/- 6 seconds.
 HG0048
 HG0048.The orthometric height was determined by differential leveling
 HG0048.and adjusted by the National Geodetic Survey in 1992..
 HG0048.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HG0048.rate of 1.1 thru 2.0 mm/km.
 HG0048
 HG0048.The geoid height was determined by GEOID03.
 HG0048
 HG0048.The dynamic height is computed by dividing the NAVD 88
 HG0048.geopotential number by the normal gravity value computed on the
 HG0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0048.degrees latitude (g = 980.6199 gals.).
 HG0048
 HG0048.The modeled gravity was interpolated from observed gravity values.
 HG0048
 HG0048;                    North         East    Units  Estimated Accuracy
 HG0048;SPC KS S     -   499,270.      432,420.      MT  (+/- 180 meters Scaled)
 HG0048
 HG0048                          SUPERSEDED SURVEY CONTROL
 HG0048
 HG0048  NGVD 29 (??/??/92)  495.509  (m)         1625.68   (f) ADJ UNCH    1 2
 HG0048
 HG0048.Superseded values are not recommended for survey control.
 HG0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0048.See file dsdata.txt to determine how the superseded data were derived.
 HG0048
 HG0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG765574(NAD 83)
 HG0048_MARKER: DB = BENCH MARK DISK
 HG0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0048_SP_SET: CONCRETE POST
 HG0048_STAMPING: P 307 1953
 HG0048_MARK LOGO: CGS   
 HG0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0048+STABILITY: SURFACE MOTION
 HG0048
 HG0048  HISTORY     - Date     Condition        Report By
 HG0048  HISTORY     - 1953     MONUMENTED       CGS
 HG0048  HISTORY     - 1986     GOOD             NGS
 HG0048
 HG0048                          STATION DESCRIPTION
 HG0048
 HG0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0048'0.3 MI N FROM CARVEL.
 HG0048'0.3 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0048'FROM THE STATION AT CARVEL, AT A ROAD CROSSING, 29 FEET NORTH OF THE
 HG0048'CENTER LINE OF A ROAD, 47 FEET WEST OF THE WEST RAIL, 5 FEET
 HG0048'SOUTHEAST OF A TELEPHONE POLE, 2.7 FEET NORTH OF A VERTICAL
 HG0048'SECTION OF RAIL WHICH PROJECTS 2 FEET ABOVE THE GROUND, 2.6
 HG0048'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HG0048'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 HG0048
 HG0048                          STATION RECOVERY (1986)
 HG0048
 HG0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0005 ***********************************************************************
 HG0005  DESIGNATION -  P 308
 HG0005  PID         -  HG0005
 HG0005  STATE/COUNTY-  KS/RENO
 HG0005  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0005
 HG0005                         *CURRENT SURVEY CONTROL
 HG0005  ___________________________________________________________________
 HG0005* NAD 83(1986)-  37 47 30.     (N)    098 01 07.     (W)     SCALED    
 HG0005* NAVD 88     -       480.220  (meters)    1575.52   (feet)  ADJUSTED  
 HG0005  ___________________________________________________________________
 HG0005  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 HG0005  DYNAMIC HT  -         479.840 (meters)    1574.28  (feet)  COMP
 HG0005  MODELED GRAV-     979,823.7   (mgal)                       NAVD 88
 HG0005
 HG0005  VERT ORDER  -  FIRST     CLASS II
 HG0005
 HG0005.The horizontal coordinates were scaled from a topographic map and have
 HG0005.an estimated accuracy of +/- 6 seconds.
 HG0005
 HG0005.The orthometric height was determined by differential leveling
 HG0005.and adjusted by the National Geodetic Survey in June 1991..
 HG0005
 HG0005.The geoid height was determined by GEOID03.
 HG0005
 HG0005.The dynamic height is computed by dividing the NAVD 88
 HG0005.geopotential number by the normal gravity value computed on the
 HG0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0005.degrees latitude (g = 980.6199 gals.).
 HG0005
 HG0005.The modeled gravity was interpolated from observed gravity values.
 HG0005
 HG0005;                    North         East    Units  Estimated Accuracy
 HG0005;SPC KS S     -   524,970.      442,400.      MT  (+/- 180 meters Scaled)
 HG0005
 HG0005                          SUPERSEDED SURVEY CONTROL
 HG0005
 HG0005  NGVD 29 (??/??/92)  480.053  (m)         1574.97   (f) ADJ UNCH    1 2
 HG0005
 HG0005.Superseded values are not recommended for survey control.
 HG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0005.See file dsdata.txt to determine how the superseded data were derived.
 HG0005
 HG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG864831(NAD 83)
 HG0005_MARKER: DB = BENCH MARK DISK
 HG0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0005_STAMPING: P 308 1953
 HG0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0005+STABILITY: SURFACE MOTION
 HG0005
 HG0005  HISTORY     - Date     Condition        Report By
 HG0005  HISTORY     - 1953     MONUMENTED       CGS
 HG0005  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0005
 HG0005                          STATION DESCRIPTION
 HG0005
 HG0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0005'0.8 MI NE FROM PRETTY PRAIRIE.
 HG0005'0.8 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0005'RAILROAD FROM THE STATION AT PRETTY PRAIRIE, AT A ROAD
 HG0005'CROSSING, AT THE WEST END OF THE EAST AND WEST RUNWAY OF THE
 HG0005'PRAIRIE OAK AIRPORT, 1 1/2 POLES NORTHEAST OF MILEPOST 19,
 HG0005'87 FEET NORTH OF THE CENTER LINE OF A ROAD, 46 FEET SOUTHEAST
 HG0005'OF THE SOUTHEAST RAIL, 2.6 FEET NORTHEAST OF A FENCE, 2.6 FEET
 HG0005'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HG0005'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0005
 HG0005                          STATION RECOVERY (1986)
 HG0005
 HG0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0177 ***********************************************************************
 HG0177  DESIGNATION -  P 309
 HG0177  PID         -  HG0177
 HG0177  STATE/COUNTY-  KS/HARPER
 HG0177  USGS QUAD   -  HARPER (1973)
 HG0177
 HG0177                         *CURRENT SURVEY CONTROL
 HG0177  ___________________________________________________________________
 HG0177* NAD 83(1986)-  37 16 42.     (N)    098 02 27.     (W)     SCALED    
 HG0177* NAVD 88     -       435.320  (meters)    1428.21   (feet)  ADJUSTED  
 HG0177  ___________________________________________________________________
 HG0177  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HG0177  DYNAMIC HT  -         434.956 (meters)    1427.02  (feet)  COMP
 HG0177  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 HG0177
 HG0177  VERT ORDER  -  FIRST     CLASS II
 HG0177
 HG0177.This mark is at Harper Municipal Airport (8K2)
 HG0177
 HG0177.The horizontal coordinates were scaled from a topographic map and have
 HG0177.an estimated accuracy of +/- 6 seconds.
 HG0177
 HG0177.The orthometric height was determined by differential leveling
 HG0177.and adjusted by the National Geodetic Survey in June 1991..
 HG0177.WARNING-Repeat measurements at this control monument indicate possible
 HG0177.vertical movement.
 HG0177
 HG0177.The geoid height was determined by GEOID03.
 HG0177
 HG0177.The dynamic height is computed by dividing the NAVD 88
 HG0177.geopotential number by the normal gravity value computed on the
 HG0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0177.degrees latitude (g = 980.6199 gals.).
 HG0177
 HG0177.The modeled gravity was interpolated from observed gravity values.
 HG0177
 HG0177;                    North         East    Units  Estimated Accuracy
 HG0177;SPC KS S     -   467,990.      440,720.      MT  (+/- 180 meters Scaled)
 HG0177
 HG0177                          SUPERSEDED SURVEY CONTROL
 HG0177
 HG0177  NGVD 29 (??/??/92)  435.177  (m)         1427.74   (f) ADJ UNCH    1 2
 HG0177
 HG0177.Superseded values are not recommended for survey control.
 HG0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0177.See file dsdata.txt to determine how the superseded data were derived.
 HG0177
 HG0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG850261(NAD 83)
 HG0177_MARKER: DD = SURVEY DISK
 HG0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0177_SP_SET: CONCRETE POST
 HG0177_STAMPING: P 309 1953
 HG0177_MARK LOGO: CGS   
 HG0177_PROJECTION: FLUSH
 HG0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0177+STABILITY: SURFACE MOTION
 HG0177
 HG0177  HISTORY     - Date     Condition        Report By
 HG0177  HISTORY     - 1953     MONUMENTED       CGS
 HG0177  HISTORY     - 1986     GOOD             NGS
 HG0177  HISTORY     - 1987     GOOD             NOS
 HG0177
 HG0177                          STATION DESCRIPTION
 HG0177
 HG0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0177'1.2 MI SW FROM HARPER.
 HG0177'0.2 MILE SOUTH ALONG CENTRAL STREET FROM THE POST OFFICE AT
 HG0177'HARPER, THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY 160, THENCE
 HG0177'0.2 MILE SOUTH ALONG U.S. HIGHWAY 160 AND STATE HIGHWAY 14, 80
 HG0177'FEET NORTH OF THE NORTHEAST CORNER OF THE NORTHWEST HANGAR
 HG0177'AT THE HARPER MUNICIPAL AIRPORT, 28.6 FEET NORTHWEST OF A
 HG0177'POWER POLE, 4 FEET NORTH OF A WELL, 2 FEET WEST OF A WITNESS
 HG0177'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 HG0177'THE GROUND.
 HG0177
 HG0177                          STATION RECOVERY (1986)
 HG0177
 HG0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0177'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.24 KM (0.15
 HG0177'MI) SOUTH ALONG CENTRAL STREET FROM THE POST OFFICE IN HARPER, THENCE
 HG0177'1.3 KM (0.8 MI) WEST ALONG MAIN STREET, THENCE 0.81 KM (0.5 MI) SOUTH
 HG0177'ALONG STATE HIGHWAY 14, ON THE PROPERTY OF THE HARPER MUNICIPAL
 HG0177'AIRPORT, ABOUT 300-FEET WEST OF THE HIGHWAY CENTERLINE AND ABOUT
 HG0177'300-FEET EAST OF TRIANGULATION STATION HARPORT, 24.8 METERS (81.5 FT)
 HG0177'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF AN OLD HANGER, 15.9 METERS
 HG0177'(52.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF A LOUNGE AND REST ROOM
 HG0177'BUILDING, 9.4 METERS (30.7 FT) NORTH-NORTHWEST OF A GUYED POWER POLE
 HG0177'WITH TRANSFORMERS, 6.5 METERS (21.3 FT) WEST OF A PIPE FENCE CORNER
 HG0177'AND 0.4 METER (1.4 FT) SOUTH OF A WIRE CABLE FENCE.
 HG0177'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 HG0177'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 HG0177
 HG0177                          STATION RECOVERY (1987)
 HG0177
 HG0177'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HG0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0683 ***********************************************************************
 JF0683  DESIGNATION -  P 31
 JF0683  PID         -  JF0683
 JF0683  STATE/COUNTY-  KS/MCPHERSON
 JF0683  USGS QUAD   -  CANTON (1985)
 JF0683
 JF0683                         *CURRENT SURVEY CONTROL
 JF0683  ___________________________________________________________________
 JF0683* NAD 83(1986)-  38 23 03.     (N)    097 25 25.     (W)     SCALED    
 JF0683* NAVD 88     -       483.235  (meters)    1585.41   (feet)  ADJUSTED  
 JF0683  ___________________________________________________________________
 JF0683  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 JF0683  DYNAMIC HT  -         482.872 (meters)    1584.22  (feet)  COMP
 JF0683  MODELED GRAV-     979,862.8   (mgal)                       NAVD 88
 JF0683
 JF0683  VERT ORDER  -  SECOND    CLASS 0
 JF0683
 JF0683.The horizontal coordinates were scaled from a topographic map and have
 JF0683.an estimated accuracy of +/- 6 seconds.
 JF0683
 JF0683.The orthometric height was determined by differential leveling
 JF0683.and adjusted by the National Geodetic Survey in June 1991..
 JF0683
 JF0683.The geoid height was determined by GEOID03.
 JF0683
 JF0683.The dynamic height is computed by dividing the NAVD 88
 JF0683.geopotential number by the normal gravity value computed on the
 JF0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0683.degrees latitude (g = 980.6199 gals.).
 JF0683
 JF0683.The modeled gravity was interpolated from observed gravity values.
 JF0683
 JF0683;                    North         East    Units  Estimated Accuracy
 JF0683;SPC KS S     -   591,160.      494,040.      MT  (+/- 180 meters Scaled)
 JF0683
 JF0683                          SUPERSEDED SURVEY CONTROL
 JF0683
 JF0683  NGVD 29 (??/??/92)  483.040  (m)         1584.77   (f) ADJ UNCH    2 0
 JF0683
 JF0683.Superseded values are not recommended for survey control.
 JF0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0683.See file dsdata.txt to determine how the superseded data were derived.
 JF0683
 JF0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH376496(NAD 83)
 JF0683_MARKER: DB = BENCH MARK DISK
 JF0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0683+STABILITY: SURFACE MOTION
 JF0683
 JF0683  HISTORY     - Date     Condition        Report By
 JF0683  HISTORY     - UNK      MONUMENTED       CGS
 JF0683  HISTORY     - 1934     GOOD             NGS
 JF0683  HISTORY     - 1935     GOOD             NGS
 JF0683  HISTORY     - 1970     MARK NOT FOUND   USGS
 JF0683
 JF0683                          STATION DESCRIPTION
 JF0683
 JF0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0683'IN CANTON.
 JF0683'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  NEAR THE
 JF0683'S.W. CORNER OF SECTION 15 R 1 W T 19 S.  48.5 FT. NORTH OF THE
 JF0683'CENTER LINE OF THE TRACK.  28 FT. EAST OF THE CENTER OF SECTION
 JF0683'LINE ROAD.
 JF0683
 JF0683                          STATION RECOVERY (1935)
 JF0683
 JF0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 JF0683'RECOVERED IN GOOD CONDITION.
 JF0683
 JF0683                          STATION RECOVERY (1970)
 JF0683
 JF0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JF0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0212 ***********************************************************************
 HG0212  DESIGNATION -  P 310
 HG0212  PID         -  HG0212
 HG0212  STATE/COUNTY-  KS/HARPER
 HG0212  USGS QUAD   -  SPRING (1972)
 HG0212
 HG0212                         *CURRENT SURVEY CONTROL
 HG0212  ___________________________________________________________________
 HG0212* NAD 83(1986)-  37 02 15.     (N)    098 01 36.     (W)     SCALED    
 HG0212* NAVD 88     -       412.332  (meters)    1352.79   (feet)  ADJUSTED  
 HG0212  ___________________________________________________________________
 HG0212  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 HG0212  DYNAMIC HT  -         411.985 (meters)    1351.65  (feet)  COMP
 HG0212  MODELED GRAV-     979,778.2   (mgal)                       NAVD 88
 HG0212
 HG0212  VERT ORDER  -  FIRST     CLASS II
 HG0212
 HG0212.The horizontal coordinates were scaled from a topographic map and have
 HG0212.an estimated accuracy of +/- 6 seconds.
 HG0212
 HG0212.The orthometric height was determined by differential leveling
 HG0212.and adjusted by the National Geodetic Survey in June 1991..
 HG0212
 HG0212.The geoid height was determined by GEOID03.
 HG0212
 HG0212.The dynamic height is computed by dividing the NAVD 88
 HG0212.geopotential number by the normal gravity value computed on the
 HG0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0212.degrees latitude (g = 980.6199 gals.).
 HG0212
 HG0212.The modeled gravity was interpolated from observed gravity values.
 HG0212
 HG0212;                    North         East    Units  Estimated Accuracy
 HG0212;SPC KS S     -   441,270.      442,110.      MT  (+/- 180 meters Scaled)
 HG0212
 HG0212                          SUPERSEDED SURVEY CONTROL
 HG0212
 HG0212  NGVD 29 (??/??/92)  412.204  (m)         1352.37   (f) ADJ UNCH    1 2
 HG0212
 HG0212.Superseded values are not recommended for survey control.
 HG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0212.See file dsdata.txt to determine how the superseded data were derived.
 HG0212
 HG0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF865994(NAD 83)
 HG0212_MARKER: DB = BENCH MARK DISK
 HG0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0212_STAMPING: P 310 1953
 HG0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0212+STABILITY: SURFACE MOTION
 HG0212
 HG0212  HISTORY     - Date     Condition        Report By
 HG0212  HISTORY     - 1953     MONUMENTED       CGS
 HG0212  HISTORY     - 1985     MARK NOT FOUND   NGS
 HG0212
 HG0212                          STATION DESCRIPTION
 HG0212
 HG0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0212'2.9 MI N FROM MANCHESTER.
 HG0212'2.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0212'FROM THE STATION AT MANCHESTER, 5 POLES NORTH OF MILEPOST 78, 2
 HG0212'POLES NORTH OF A ROAD CROSSING, 19 FEET WEST OF THE WEST RAIL, 17
 HG0212'FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET WEST OF A VERTICAL
 HG0212'SECTION OF RAIL WHICH PROJECTS 2 FEET ABOVE THE GROUND, 2 FEET
 HG0212'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HG0212'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0212
 HG0212                          STATION RECOVERY (1985)
 HG0212
 HG0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0212'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0991 ***********************************************************************
 HF0991  DESIGNATION -  P 311
 HF0991  PID         -  HF0991
 HF0991  STATE/COUNTY-  KS/KINGMAN
 HF0991  USGS QUAD   -  MURDOCK (1965)
 HF0991
 HF0991                         *CURRENT SURVEY CONTROL
 HF0991  ___________________________________________________________________
 HF0991* NAD 83(1986)-  37 34 32.     (N)    097 57 29.     (W)     SCALED    
 HF0991* NAVD 88     -       466.209  (meters)    1529.55   (feet)  ADJUSTED  
 HF0991  ___________________________________________________________________
 HF0991  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HF0991  DYNAMIC HT  -         465.830 (meters)    1528.31  (feet)  COMP
 HF0991  MODELED GRAV-     979,802.9   (mgal)                       NAVD 88
 HF0991
 HF0991  VERT ORDER  -  SECOND    CLASS 0
 HF0991
 HF0991.The horizontal coordinates were scaled from a topographic map and have
 HF0991.an estimated accuracy of +/- 6 seconds.
 HF0991
 HF0991.The orthometric height was determined by differential leveling
 HF0991.and adjusted by the National Geodetic Survey in June 1991..
 HF0991
 HF0991.The geoid height was determined by GEOID03.
 HF0991
 HF0991.The dynamic height is computed by dividing the NAVD 88
 HF0991.geopotential number by the normal gravity value computed on the
 HF0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0991.degrees latitude (g = 980.6199 gals.).
 HF0991
 HF0991.The modeled gravity was interpolated from observed gravity values.
 HF0991
 HF0991;                    North         East    Units  Estimated Accuracy
 HF0991;SPC KS S     -   501,010.      447,870.      MT  (+/- 180 meters Scaled)
 HF0991
 HF0991                          SUPERSEDED SURVEY CONTROL
 HF0991
 HF0991  NGVD 29 (??/??/92)  466.060  (m)         1529.07   (f) ADJ UNCH    2 0
 HF0991
 HF0991.Superseded values are not recommended for survey control.
 HF0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0991.See file dsdata.txt to determine how the superseded data were derived.
 HF0991
 HF0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG920592(NAD 83)
 HF0991_MARKER: DB = BENCH MARK DISK
 HF0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0991_STAMPING: P 311 1956
 HF0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0991+STABILITY: SURFACE MOTION
 HF0991
 HF0991  HISTORY     - Date     Condition        Report By
 HF0991  HISTORY     - 1956     MONUMENTED       CGS
 HF0991
 HF0991                          STATION DESCRIPTION
 HF0991
 HF0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0991'12.9 MI SE FROM KINGMAN.
 HF0991'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA AND
 HF0991'SANTA FE RAILROAD STATION AT KINGMAN, THENCE 5.75 MILES EAST ALONG
 HF0991'A GRADED DIRT ROAD, THENCE 1.9 MILES SOUTH ALONG A GRADED DIRT
 HF0991'ROAD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, THENCE
 HF0991'1.85 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.8 MILE EAST
 HF0991'ALONG A GRADED DIRT ROAD, AT THE TOP OF A HILL, 25 FEET NORTH OF
 HF0991'THE CENTER LINE OF AN EAST AND WEST ROAD, 10.5 FEET NORTHWEST
 HF0991'OF A POWER POLE 2 FEET NORTH OF A FENCE, 1.4 FEET EAST OF A
 HF0991'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF0991'0.5 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 27,
 HF0991'TOWNSHIP 29 SOUTH, RANGE 6 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0961 ***********************************************************************
 HF0961  DESIGNATION -  P 312
 HF0961  PID         -  HF0961
 HF0961  STATE/COUNTY-  KS/SEDGWICK
 HF0961  USGS QUAD   -  CHENEY SE (1965)
 HF0961
 HF0961                         *CURRENT SURVEY CONTROL
 HF0961  ___________________________________________________________________
 HF0961* NAD 83(1986)-  37 35 23.     (N)    097 46 16.     (W)     SCALED    
 HF0961* NAVD 88     -       407.871  (meters)    1338.16   (feet)  ADJUSTED  
 HF0961  ___________________________________________________________________
 HF0961  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 HF0961  DYNAMIC HT  -         407.540 (meters)    1337.07  (feet)  COMP
 HF0961  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 HF0961
 HF0961  VERT ORDER  -  SECOND    CLASS 0
 HF0961
 HF0961.The horizontal coordinates were scaled from a topographic map and have
 HF0961.an estimated accuracy of +/- 6 seconds.
 HF0961
 HF0961.The orthometric height was determined by differential leveling
 HF0961.and adjusted by the National Geodetic Survey in June 1991..
 HF0961
 HF0961.The geoid height was determined by GEOID03.
 HF0961
 HF0961.The dynamic height is computed by dividing the NAVD 88
 HF0961.geopotential number by the normal gravity value computed on the
 HF0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0961.degrees latitude (g = 980.6199 gals.).
 HF0961
 HF0961.The modeled gravity was interpolated from observed gravity values.
 HF0961
 HF0961;                    North         East    Units  Estimated Accuracy
 HF0961;SPC KS S     -   502,700.      464,370.      MT  (+/- 180 meters Scaled)
 HF0961
 HF0961                          SUPERSEDED SURVEY CONTROL
 HF0961
 HF0961  NGVD 29 (??/??/92)  407.730  (m)         1337.69   (f) ADJ UNCH    2 0
 HF0961
 HF0961.Superseded values are not recommended for survey control.
 HF0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0961.See file dsdata.txt to determine how the superseded data were derived.
 HF0961
 HF0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG084610(NAD 83)
 HF0961_MARKER: DB = BENCH MARK DISK
 HF0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0961_STAMPING: P 312 1956
 HF0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0961+STABILITY: SURFACE MOTION
 HF0961
 HF0961  HISTORY     - Date     Condition        Report By
 HF0961  HISTORY     - 1956     MONUMENTED       CGS
 HF0961
 HF0961                          STATION DESCRIPTION
 HF0961
 HF0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0961'3 MI S FROM CHENEY.
 HF0961'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0961'FROM THE STATION AT CHENEY, THENCE 0.6 MILE SOUTH ALONG A GRADED
 HF0961'DIRT ROAD, THENCE 2.0 MILES SOUTH ALONG AN OILED ROAD, 52 FEET
 HF0961'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 24 FEET
 HF0961'NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING WEST, 12.6
 HF0961'FEET EAST OF A TELEPHONE POLE, 12 FEET EAST OF A FENCE, 2.3
 HF0961'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HF0961'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4
 HF0961'OF SECTION 21, TOWNSHIP 28 SOUTH, RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1014 ***********************************************************************
 HF1014  DESIGNATION -  P 313
 HF1014  PID         -  HF1014
 HF1014  STATE/COUNTY-  KS/SEDGWICK
 HF1014  USGS QUAD   -  GARDEN PLAIN (1982)
 HF1014
 HF1014                         *CURRENT SURVEY CONTROL
 HF1014  ___________________________________________________________________
 HF1014* NAD 83(1986)-  37 43 16.     (N)    097 39 44.     (W)     SCALED    
 HF1014* NAVD 88     -       464.101  (meters)    1522.64   (feet)  ADJUSTED  
 HF1014  ___________________________________________________________________
 HF1014  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 HF1014  DYNAMIC HT  -         463.727 (meters)    1521.41  (feet)  COMP
 HF1014  MODELED GRAV-     979,809.2   (mgal)                       NAVD 88
 HF1014
 HF1014  VERT ORDER  -  SECOND    CLASS 0
 HF1014
 HF1014.The horizontal coordinates were scaled from a topographic map and have
 HF1014.an estimated accuracy of +/- 6 seconds.
 HF1014
 HF1014.The orthometric height was determined by differential leveling
 HF1014.and adjusted by the National Geodetic Survey in June 1991..
 HF1014
 HF1014.The geoid height was determined by GEOID03.
 HF1014
 HF1014.The dynamic height is computed by dividing the NAVD 88
 HF1014.geopotential number by the normal gravity value computed on the
 HF1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1014.degrees latitude (g = 980.6199 gals.).
 HF1014
 HF1014.The modeled gravity was interpolated from observed gravity values.
 HF1014
 HF1014;                    North         East    Units  Estimated Accuracy
 HF1014;SPC KS S     -   517,360.      473,860.      MT  (+/- 180 meters Scaled)
 HF1014
 HF1014                          SUPERSEDED SURVEY CONTROL
 HF1014
 HF1014  NGVD 29 (??/??/92)  463.951  (m)         1522.15   (f) ADJ UNCH    2 0
 HF1014
 HF1014.Superseded values are not recommended for survey control.
 HF1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1014.See file dsdata.txt to determine how the superseded data were derived.
 HF1014
 HF1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG178757(NAD 83)
 HF1014_MARKER: DB = BENCH MARK DISK
 HF1014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF1014_SP_SET: CULVERT
 HF1014_STAMPING: P 313 1956
 HF1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1014
 HF1014  HISTORY     - Date     Condition        Report By
 HF1014  HISTORY     - 1956     MONUMENTED       CGS
 HF1014
 HF1014                          STATION DESCRIPTION
 HF1014
 HF1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1014'19 MI W FROM WICHITA.
 HF1014'5.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF1014'STATION AT WICHITA, THENCE 7.0 MILES WEST ALONG AN OILED ROAD,
 HF1014'THENCE 7.0 MILES WEST ALONG A GRAVELED ROAD, 81 FEET WEST OF THE
 HF1014'CENTER LINE OF A NORTH AND SOUTH ROAD, 17 FEET NORTH OF THE CENTER
 HF1014'LINE OF A GRAVELED ROAD, SET IN THE TOP OF THE CENTER OF THE
 HF1014'NORTH HEADWALL OF A CONCRETE CULVERT, IN THE SOUTHEAST 1/4 OF
 HF1014'SECTION 5, TOWNSHIP 27 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0839 ***********************************************************************
 HF0839  DESIGNATION -  P 314
 HF0839  PID         -  HF0839
 HF0839  STATE/COUNTY-  KS/SUMNER
 HF0839  USGS QUAD   -  CALDWELL (1971)
 HF0839
 HF0839                         *CURRENT SURVEY CONTROL
 HF0839  ___________________________________________________________________
 HF0839* NAD 83(1986)-  37 05 56.     (N)    097 34 58.     (W)     SCALED    
 HF0839* NAVD 88     -       355.316  (meters)    1165.73   (feet)  ADJUSTED  
 HF0839  ___________________________________________________________________
 HF0839  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 HF0839  DYNAMIC HT  -         355.020 (meters)    1164.76  (feet)  COMP
 HF0839  MODELED GRAV-     979,790.2   (mgal)                       NAVD 88
 HF0839
 HF0839  VERT ORDER  -  SECOND    CLASS 0
 HF0839
 HF0839.The horizontal coordinates were scaled from a topographic map and have
 HF0839.an estimated accuracy of +/- 6 seconds.
 HF0839
 HF0839.The orthometric height was determined by differential leveling
 HF0839.and adjusted by the National Geodetic Survey in June 1991..
 HF0839
 HF0839.The geoid height was determined by GEOID03.
 HF0839
 HF0839.The dynamic height is computed by dividing the NAVD 88
 HF0839.geopotential number by the normal gravity value computed on the
 HF0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0839.degrees latitude (g = 980.6199 gals.).
 HF0839
 HF0839.The modeled gravity was interpolated from observed gravity values.
 HF0839
 HF0839;                    North         East    Units  Estimated Accuracy
 HF0839;SPC KS S     -   448,370.      481,540.      MT  (+/- 180 meters Scaled)
 HF0839
 HF0839                          SUPERSEDED SURVEY CONTROL
 HF0839
 HF0839  NGVD 29 (??/??/92)  355.208  (m)         1165.38   (f) ADJ UNCH    2 0
 HF0839
 HF0839.Superseded values are not recommended for survey control.
 HF0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0839.See file dsdata.txt to determine how the superseded data were derived.
 HF0839
 HF0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG259067(NAD 83)
 HF0839_MARKER: DB = BENCH MARK DISK
 HF0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0839_STAMPING: P 314 1956
 HF0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0839+STABILITY: SURFACE MOTION
 HF0839
 HF0839  HISTORY     - Date     Condition        Report By
 HF0839  HISTORY     - 1956     MONUMENTED       CGS
 HF0839
 HF0839                          STATION DESCRIPTION
 HF0839
 HF0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0839'5.7 MI N FROM CALDWELL.
 HF0839'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0839'FROM THE STATION AT CALDWELL, THENCE 1.1 MILES EAST ALONG A GRADED
 HF0839'DIRT ROAD, THENCE 4.0 MILES NORTH ALONG A GRADED DIRT ROAD, 40
 HF0839'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 24 FEET
 HF0839'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 13 FEET EAST OF
 HF0839'A FENCE CORNER, 1 FOOT NORTH OF A FENCE, 1.5 FEET WEST OF A
 HF0839'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF0839'0.4 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 18,
 HF0839'TOWNSHIP 34 SOUTH, RANGE 2 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1038 ***********************************************************************
 HF1038  DESIGNATION -  P 315
 HF1038  PID         -  HF1038
 HF1038  STATE/COUNTY-  KS/RENO
 HF1038  USGS QUAD   -  CHENEY (1982)
 HF1038
 HF1038                         *CURRENT SURVEY CONTROL
 HF1038  ___________________________________________________________________
 HF1038* NAD 83(1986)-  37 44 00.     (N)    097 50 41.     (W)     SCALED    
 HF1038* NAVD 88     -       440.826  (meters)    1446.28   (feet)  ADJUSTED  
 HF1038  ___________________________________________________________________
 HF1038  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 HF1038  DYNAMIC HT  -         440.476 (meters)    1445.13  (feet)  COMP
 HF1038  MODELED GRAV-     979,822.3   (mgal)                       NAVD 88
 HF1038
 HF1038  VERT ORDER  -  SECOND    CLASS 0
 HF1038
 HF1038.The horizontal coordinates were scaled from a topographic map and have
 HF1038.an estimated accuracy of +/- 6 seconds.
 HF1038
 HF1038.The orthometric height was determined by differential leveling
 HF1038.and adjusted by the National Geodetic Survey in June 1991..
 HF1038
 HF1038.The geoid height was determined by GEOID03.
 HF1038
 HF1038.The dynamic height is computed by dividing the NAVD 88
 HF1038.geopotential number by the normal gravity value computed on the
 HF1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1038.degrees latitude (g = 980.6199 gals.).
 HF1038
 HF1038.The modeled gravity was interpolated from observed gravity values.
 HF1038
 HF1038;                    North         East    Units  Estimated Accuracy
 HF1038;SPC KS S     -   518,590.      457,760.      MT  (+/- 180 meters Scaled)
 HF1038
 HF1038                          SUPERSEDED SURVEY CONTROL
 HF1038
 HF1038  NGVD 29 (??/??/92)  440.678  (m)         1445.79   (f) ADJ UNCH    2 0
 HF1038
 HF1038.Superseded values are not recommended for survey control.
 HF1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1038.See file dsdata.txt to determine how the superseded data were derived.
 HF1038
 HF1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG017768(NAD 83)
 HF1038_MARKER: DB = BENCH MARK DISK
 HF1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1038_STAMPING: P 315 1956
 HF1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1038+STABILITY: SURFACE MOTION
 HF1038
 HF1038  HISTORY     - Date     Condition        Report By
 HF1038  HISTORY     - 1956     MONUMENTED       CGS
 HF1038
 HF1038                          STATION DESCRIPTION
 HF1038
 HF1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1038'11.8 MI N FROM CHENEY.
 HF1038'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1038'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A GRADED
 HF1038'DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54, THENCE
 HF1038'2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.5 MILES WEST
 HF1038'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED
 HF1038'DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE
 HF1038'1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG
 HF1038'AN OILED ROAD, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD,
 HF1038'AT THE KINGMAN AND RENO COUNTY LINE, 51 FEET WEST OF THE CENTER
 HF1038'LINE OF A NORTH AND SOUTH ROAD, 25 FEET NORTH OF THE CENTER LINE
 HF1038'OF AN EAST AND WEST ROAD, 52.4 FEET EAST OF A TELEPHONE POLE, 2
 HF1038'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HF1038'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4
 HF1038'OF SECTION 34, TOWNSHIP 26 SOUTH, RANGE 5 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0933 ***********************************************************************
 JE0933  DESIGNATION -  P 324
 JE0933  PID         -  JE0933
 JE0933  STATE/COUNTY-  KS/DOUGLAS
 JE0933  USGS QUAD   -  LONE STAR (1978)
 JE0933
 JE0933                         *CURRENT SURVEY CONTROL
 JE0933  ___________________________________________________________________
 JE0933* NAD 83(1986)-  38 46 04.     (N)    095 17 50.     (W)     SCALED    
 JE0933* NAVD 88     -       299.392  (meters)     982.26   (feet)  ADJUSTED  
 JE0933  ___________________________________________________________________
 JE0933  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 JE0933  DYNAMIC HT  -         299.189 (meters)     981.59  (feet)  COMP
 JE0933  MODELED GRAV-     979,943.4   (mgal)                       NAVD 88
 JE0933
 JE0933  VERT ORDER  -  SECOND    CLASS 0
 JE0933
 JE0933.The horizontal coordinates were scaled from a topographic map and have
 JE0933.an estimated accuracy of +/- 6 seconds.
 JE0933
 JE0933.The orthometric height was determined by differential leveling
 JE0933.and adjusted by the National Geodetic Survey in June 1991..
 JE0933
 JE0933.The geoid height was determined by GEOID03.
 JE0933
 JE0933.The dynamic height is computed by dividing the NAVD 88
 JE0933.geopotential number by the normal gravity value computed on the
 JE0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0933.degrees latitude (g = 980.6199 gals.).
 JE0933
 JE0933.The modeled gravity was interpolated from observed gravity values.
 JE0933
 JE0933;                    North         East    Units  Estimated Accuracy
 JE0933;SPC KS N     -    51,730.      634,860.      MT  (+/- 180 meters Scaled)
 JE0933
 JE0933                          SUPERSEDED SURVEY CONTROL
 JE0933
 JE0933  NGVD 29 (??/??/92)  299.275  (m)          981.87   (f) ADJ UNCH    2 0
 JE0933
 JE0933.Superseded values are not recommended for survey control.
 JE0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0933.See file dsdata.txt to determine how the superseded data were derived.
 JE0933
 JE0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC004935(NAD 83)
 JE0933_MARKER: DB = BENCH MARK DISK
 JE0933_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE0933_SP_SET: DRILL HOLE
 JE0933_STAMPING: P 324 1960
 JE0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE0933
 JE0933  HISTORY     - Date     Condition        Report By
 JE0933  HISTORY     - 1960     MONUMENTED       CGS
 JE0933  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0933
 JE0933                          STATION DESCRIPTION
 JE0933
 JE0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE0933'4.8 MI W FROM BALDWIN.
 JE0933'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0933'RAILWAY FROM THE STATION AT BALDWIN, THENCE 4.6 MILES WEST ALONG
 JE0933'GRAVELED ROAD TO A LARGE STEEL AND CONCRETE BRIDGE, 11 FEET
 JE0933'WEST OF THE CENTER OF THE ROAD, 27 FEET NORTH OF THE CENTER
 JE0933'SPAN OF THE BRIDGE, CEMENTED IN A DRILL HOLE AND ABOUT LEVEL WITH
 JE0933'THE ROAD.
 JE0933
 JE0933                          STATION RECOVERY (2005)
 JE0933
 JE0933'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0933'THE BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0049 ***********************************************************************
 JF0049  DESIGNATION -  P 325
 JF0049  PID         -  JF0049
 JF0049  STATE/COUNTY-  KS/LYON
 JF0049  USGS QUAD   -  BUSHONG (1971)
 JF0049
 JF0049                         *CURRENT SURVEY CONTROL
 JF0049  ___________________________________________________________________
 JF0049* NAD 83(1986)-  38 40 27.     (N)    096 17 55.     (W)     SCALED    
 JF0049* NAVD 88     -       397.152  (meters)    1302.99   (feet)  ADJUSTED  
 JF0049  ___________________________________________________________________
 JF0049  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JF0049  DYNAMIC HT  -         396.872 (meters)    1302.07  (feet)  COMP
 JF0049  MODELED GRAV-     979,913.0   (mgal)                       NAVD 88
 JF0049
 JF0049  VERT ORDER  -  SECOND    CLASS 0
 JF0049
 JF0049.The horizontal coordinates were scaled from a topographic map and have
 JF0049.an estimated accuracy of +/- 6 seconds.
 JF0049
 JF0049.The orthometric height was determined by differential leveling
 JF0049.and adjusted by the National Geodetic Survey in June 1991..
 JF0049
 JF0049.The geoid height was determined by GEOID03.
 JF0049
 JF0049.The dynamic height is computed by dividing the NAVD 88
 JF0049.geopotential number by the normal gravity value computed on the
 JF0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0049.degrees latitude (g = 980.6199 gals.).
 JF0049
 JF0049.The modeled gravity was interpolated from observed gravity values.
 JF0049
 JF0049;                    North         East    Units  Estimated Accuracy
 JF0049;SPC KS S     -   625,070.      591,560.      MT  (+/- 180 meters Scaled)
 JF0049
 JF0049                          SUPERSEDED SURVEY CONTROL
 JF0049
 JF0049  NGVD 29 (??/??/92)  397.004  (m)         1302.50   (f) ADJ UNCH    2 0
 JF0049
 JF0049.Superseded values are not recommended for survey control.
 JF0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0049.See file dsdata.txt to determine how the superseded data were derived.
 JF0049
 JF0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH350840(NAD 83)
 JF0049_MARKER: DB = BENCH MARK DISK
 JF0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0049_STAMPING: P 325 1961
 JF0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0049+STABILITY: SURFACE MOTION
 JF0049
 JF0049  HISTORY     - Date     Condition        Report By
 JF0049  HISTORY     - 1961     MONUMENTED       CGS
 JF0049
 JF0049                          STATION DESCRIPTION
 JF0049
 JF0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0049'3.5 MI NW FROM BUSHONG.
 JF0049'2.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JF0049'STATION AT BUSHONG, THENCE 2.0 MILES NORTH ALONG GRAVELED ROAD,
 JF0049'0.4 MILE NORTH OF HIGHWAY 56, 20 FEET WEST OF THE CENTER OF THE
 JF0049'ROAD, 1 FOOT EAST OF THE FENCE, 2 FEET SOUTH OF THE WITNESS POST,
 JF0049'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1474 ***********************************************************************
 JE1474  DESIGNATION -  P 326
 JE1474  PID         -  JE1474
 JE1474  STATE/COUNTY-  KS/COFFEY
 JE1474  USGS QUAD   -  LEBO (1973)
 JE1474
 JE1474                         *CURRENT SURVEY CONTROL
 JE1474  ___________________________________________________________________
 JE1474* NAD 83(1986)-  38 25 37.     (N)    095 52 19.     (W)     SCALED    
 JE1474* NAVD 88     -       333.742  (meters)    1094.95   (feet)  ADJUSTED  
 JE1474  ___________________________________________________________________
 JE1474  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 JE1474  DYNAMIC HT  -         333.502 (meters)    1094.16  (feet)  COMP
 JE1474  MODELED GRAV-     979,900.5   (mgal)                       NAVD 88
 JE1474
 JE1474  VERT ORDER  -  SECOND    CLASS 0
 JE1474
 JE1474.The horizontal coordinates were scaled from a topographic map and have
 JE1474.an estimated accuracy of +/- 6 seconds.
 JE1474
 JE1474.The orthometric height was determined by differential leveling
 JE1474.and adjusted by the National Geodetic Survey in June 1991..
 JE1474
 JE1474.The geoid height was determined by GEOID03.
 JE1474
 JE1474.The dynamic height is computed by dividing the NAVD 88
 JE1474.geopotential number by the normal gravity value computed on the
 JE1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1474.degrees latitude (g = 980.6199 gals.).
 JE1474
 JE1474.The modeled gravity was interpolated from observed gravity values.
 JE1474
 JE1474;                    North         East    Units  Estimated Accuracy
 JE1474;SPC KS S     -   598,600.      629,450.      MT  (+/- 180 meters Scaled)
 JE1474
 JE1474                          SUPERSEDED SURVEY CONTROL
 JE1474
 JE1474  NGVD 29 (??/??/92)  333.588  (m)         1094.45   (f) ADJ UNCH    2 0
 JE1474
 JE1474.Superseded values are not recommended for survey control.
 JE1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1474.See file dsdata.txt to determine how the superseded data were derived.
 JE1474
 JE1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC492570(NAD 83)
 JE1474_MARKER: DB = BENCH MARK DISK
 JE1474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1474_SP_SET: CULVERT
 JE1474_STAMPING: P 326 1974
 JE1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1474
 JE1474  HISTORY     - Date     Condition        Report By
 JE1474  HISTORY     - 1974     MONUMENTED       NGS
 JE1474
 JE1474                          STATION DESCRIPTION
 JE1474
 JE1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1474'0.8 MI W FROM LEBO.
 JE1474'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1474'STATE HIGHWAY 131 (EXIT NO 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1474'GO WEST ALONG I-35 FOR 0.8 MILE TO THE MARK SET IN THE TOP OF THE WEST
 JE1474'END OF SOUTH HEADWALL OF A BOX CULVERT.  THE MARK IS 45 FEET SOUTH OF
 JE1474'THE CENTERLINE OF EAST BOUND LANE OF HIGHWAY, 1 FOOT EAST OF A METAL
 JE1474'WITNESS SIGN, 0.5 FOOT EAST OF THE WEST END OF HEADWALL AND IS ABOUT 4
 JE1474'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1429 ***********************************************************************
 JE1429  DESIGNATION -  P 327
 JE1429  PID         -  JE1429
 JE1429  STATE/COUNTY-  KS/FRANKLIN
 JE1429  USGS QUAD   -  LE LOUP (1973)
 JE1429
 JE1429                         *CURRENT SURVEY CONTROL
 JE1429  ___________________________________________________________________
 JE1429* NAD 83(1986)-  38 38 16.     (N)    095 13 23.     (W)     SCALED    
 JE1429* NAVD 88     -       284.567  (meters)     933.62   (feet)  ADJUSTED  
 JE1429  ___________________________________________________________________
 JE1429  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 JE1429  DYNAMIC HT  -         284.372 (meters)     932.98  (feet)  COMP
 JE1429  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 JE1429
 JE1429  VERT ORDER  -  SECOND    CLASS 0
 JE1429
 JE1429.The horizontal coordinates were scaled from a topographic map and have
 JE1429.an estimated accuracy of +/- 6 seconds.
 JE1429
 JE1429.The orthometric height was determined by differential leveling
 JE1429.and adjusted by the National Geodetic Survey in June 1991..
 JE1429
 JE1429.The geoid height was determined by GEOID03.
 JE1429
 JE1429.The dynamic height is computed by dividing the NAVD 88
 JE1429.geopotential number by the normal gravity value computed on the
 JE1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1429.degrees latitude (g = 980.6199 gals.).
 JE1429
 JE1429.The modeled gravity was interpolated from observed gravity values.
 JE1429
 JE1429;                    North         East    Units  Estimated Accuracy
 JE1429;SPC KS S     -   623,790.      685,260.      MT  (+/- 180 meters Scaled)
 JE1429
 JE1429                          SUPERSEDED SURVEY CONTROL
 JE1429
 JE1429  NGVD 29 (??/??/92)  284.450  (m)          933.23   (f) ADJ UNCH    2 0
 JE1429
 JE1429.Superseded values are not recommended for survey control.
 JE1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1429.See file dsdata.txt to determine how the superseded data were derived.
 JE1429
 JE1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC065789(NAD 83)
 JE1429_MARKER: DB = BENCH MARK DISK
 JE1429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1429_SP_SET: PIER
 JE1429_STAMPING: P 327 1974
 JE1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1429
 JE1429  HISTORY     - Date     Condition        Report By
 JE1429  HISTORY     - 1974     MONUMENTED       NGS
 JE1429
 JE1429                          STATION DESCRIPTION
 JE1429
 JE1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1429'5.8 MI NE FROM OTTAWA.
 JE1429'ABOUT 5.8 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1429'JUNCTION WITH US HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA.  IN THE MEDIA
 JE1429'STRIP OF I-35, 41 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHEAST
 JE1429'BOUND LANE OF I-35, 43 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JE1429'SOUTHWEST BOUND LANE OF HIGHWAY AND IS ABOUT 3 FEET ABOVE THE GROUND.
 JE1429'SET VERTICALLY IN THE SOUTHEAST FACE OF THE CENTER PIER OF A OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0327 ***********************************************************************
 KE0327  DESIGNATION -  P 328
 KE0327  PID         -  KE0327
 KE0327  STATE/COUNTY-  KS/WYANDOTTE
 KE0327  USGS QUAD   -  SHAWNEE (1991)
 KE0327
 KE0327                         *CURRENT SURVEY CONTROL
 KE0327  ___________________________________________________________________
 KE0327* NAD 83(1986)-  39 02 56.     (N)    094 38 32.     (W)     SCALED    
 KE0327* NAVD 88     -       257.342  (meters)     844.30   (feet)  ADJUSTED  
 KE0327  ___________________________________________________________________
 KE0327  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KE0327  DYNAMIC HT  -         257.173 (meters)     843.74  (feet)  COMP
 KE0327  MODELED GRAV-     979,966.0   (mgal)                       NAVD 88
 KE0327
 KE0327  VERT ORDER  -  FIRST     CLASS II
 KE0327
 KE0327.The horizontal coordinates were scaled from a topographic map and have
 KE0327.an estimated accuracy of +/- 6 seconds.
 KE0327
 KE0327.The orthometric height was determined by differential leveling
 KE0327.and adjusted by the National Geodetic Survey in June 1991..
 KE0327
 KE0327.The geoid height was determined by GEOID03.
 KE0327
 KE0327.The dynamic height is computed by dividing the NAVD 88
 KE0327.geopotential number by the normal gravity value computed on the
 KE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0327.degrees latitude (g = 980.6199 gals.).
 KE0327
 KE0327.The modeled gravity was interpolated from observed gravity values.
 KE0327
 KE0327;                    North         East    Units  Estimated Accuracy
 KE0327;SPC KS N     -    84,820.      690,600.      MT  (+/- 180 meters Scaled)
 KE0327
 KE0327                          SUPERSEDED SURVEY CONTROL
 KE0327
 KE0327  NGVD 29 (??/??/92)  257.232  (m)          843.94   (f) ADJ UNCH    1 2
 KE0327
 KE0327.Superseded values are not recommended for survey control.
 KE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0327.See file dsdata.txt to determine how the superseded data were derived.
 KE0327
 KE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD578234(NAD 83)
 KE0327_MARKER: DB = BENCH MARK DISK
 KE0327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KE0327_SP_SET: WINGWALL
 KE0327_STAMPING: P 328 1974
 KE0327_MARK LOGO: NGS   
 KE0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0327+STABILITY: SURFACE MOTION
 KE0327
 KE0327  HISTORY     - Date     Condition        Report By
 KE0327  HISTORY     - 1974     MONUMENTED       NGS
 KE0327  HISTORY     - 1982     GOOD             KSDT
 KE0327  HISTORY     - 1986     GOOD             NGS
 KE0327
 KE0327                          STATION DESCRIPTION
 KE0327
 KE0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KE0327'AT KANSAS CITY.
 KE0327'AT KANSAS CITY.  ABOUT 2.0 MILES SOUTH ALONG INTERSTATE HIGHWAY
 KE0327'35 FROM ITS JUNCTION WITH U.S. HIGHWAY 169 NORTH (EXIT NO. 234,
 KE0327'7TH STREET TRFWY), 31 FEET WEST OF THE APPROXIMATE CENTER OF
 KE0327'THE SOUTH BOUND LANE OF HIGHWAY AND 3 FEET WEST OF THE SOUTHWEST
 KE0327'CORNER OF BRIDGE.  SET IN THE TOP OF THE SOUTHWEST WINGWALL OF
 KE0327'THE WEST ONE OF TWO BRIDGES OVER A PAVED STREET AND IS ABOUT
 KE0327'LEVEL WITH THE HIGHWAY.
 KE0327
 KE0327                          STATION RECOVERY (1982)
 KE0327
 KE0327'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 KE0327'RECOVERED IN GOOD CONDITION.
 KE0327
 KE0327                          STATION RECOVERY (1986)
 KE0327
 KE0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0585 ***********************************************************************
 HH0585  DESIGNATION -  P 33
 HH0585  PID         -  HH0585
 HH0585  STATE/COUNTY-  KS/FINNEY
 HH0585  USGS QUAD   -  GARDEN CITY EAST (1983)
 HH0585
 HH0585                         *CURRENT SURVEY CONTROL
 HH0585  ___________________________________________________________________
 HH0585* NAD 83(1986)-  37 55 28.     (N)    100 46 14.     (W)     SCALED    
 HH0585* NAVD 88     -       852.015  (meters)    2795.32   (feet)  ADJUSTED  
 HH0585  ___________________________________________________________________
 HH0585  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 HH0585  DYNAMIC HT  -         851.258 (meters)    2792.84  (feet)  COMP
 HH0585  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 HH0585
 HH0585  VERT ORDER  -  FIRST     CLASS II
 HH0585
 HH0585.The horizontal coordinates were scaled from a topographic map and have
 HH0585.an estimated accuracy of +/- 6 seconds.
 HH0585
 HH0585.The orthometric height was determined by differential leveling
 HH0585.and adjusted by the National Geodetic Survey in June 1991..
 HH0585
 HH0585.The geoid height was determined by GEOID03.
 HH0585
 HH0585.The dynamic height is computed by dividing the NAVD 88
 HH0585.geopotential number by the normal gravity value computed on the
 HH0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0585.degrees latitude (g = 980.6199 gals.).
 HH0585
 HH0585.The modeled gravity was interpolated from observed gravity values.
 HH0585
 HH0585;                    North         East    Units  Estimated Accuracy
 HH0585;SPC KS S     -   542,030.      200,400.      MT  (+/- 180 meters Scaled)
 HH0585
 HH0585                          SUPERSEDED SURVEY CONTROL
 HH0585
 HH0585  NGVD 29 (??/??/92)  851.637  (m)         2794.08   (f) ADJ UNCH    1 2
 HH0585
 HH0585.Superseded values are not recommended for survey control.
 HH0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0585.See file dsdata.txt to determine how the superseded data were derived.
 HH0585
 HH0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG443989(NAD 83)
 HH0585_MARKER: DB = BENCH MARK DISK
 HH0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0585_SP_SET: CONCRETE POST
 HH0585_STAMPING: P 33 1934
 HH0585_MARK LOGO: CGS   
 HH0585_PROJECTION: FLUSH
 HH0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0585+STABILITY: SURFACE MOTION
 HH0585
 HH0585  HISTORY     - Date     Condition        Report By
 HH0585  HISTORY     - 1934     MONUMENTED       CGS
 HH0585  HISTORY     - 1965     GOOD             CGS
 HH0585  HISTORY     - 1986     GOOD             NGS
 HH0585
 HH0585                          STATION DESCRIPTION
 HH0585
 HH0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0585'IN MANSFIELD.
 HH0585'IN MANSFIELD, ABOUT 6.2 MI SOUTHEAST ALONG THE ATCHISON, TOPEKA AND
 HH0585'SANTA FE RAILWAY FROM GARDEN CITY, AT MILEAGE 396.05, ABOUT 80 FT
 HH0585'WEST OF BRIDGE 396 A, ABOUT 100 FT NORTH OF THE CENTER LINE OF A
 HH0585'COUNTY ROAD, 51 FT SOUTH OF THE CENTER LINE OF THE TRACK, AND 28 FT
 HH0585'WEST OF A RIGHT-OF-WAY FENCE CORNER.
 HH0585
 HH0585                          STATION RECOVERY (1965)
 HH0585
 HH0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HH0585'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED EXCEPT THAT THE
 HH0585'FENCE IS NO LONGER THERE.  NOT LEVELED TO IN 1965.
 HH0585
 HH0585                          STATION RECOVERY (1986)
 HH0585
 HH0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0585'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.7 KM (6.05
 HH0585'MI) NORTHWEST ALONG A BLADED ROAD PARALLELING THE ATCHISON, TOPEKA AND
 HH0585'SANTA FE RAILROAD FROM THE JUNCTION OF PIERCEVILLE ROAD AT
 HH0585'PIERCEVILLE, 0.13 KM (0.08 MI) NORTHWEST OF RAILROAD MILEPOLE 396,
 HH0585'37.5 METERS (123 FT) NORTHEAST OF THE CENTER OF THE ROAD, 25.0 METERS
 HH0585'(82.5 FT) WEST OF THE WEST CORNER OF A WOODEN RAILROAD TRESLE, 14.6
 HH0585'METERS (48 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 13.1 METERS (43 FT)
 HH0585'SOUTHEAST OF THE FIRST TELEPHONE POLE NORTHWEST OF THE TRESLE AND 0.7
 HH0585'METER (2.5 FT) BELOW THE TRACKS.
 HH0585'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 HH0585'THE MARK IS 0.8 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0099 ***********************************************************************
 KG0099  DESIGNATION -  P 331
 KG0099  PID         -  KG0099
 KG0099  STATE/COUNTY-  KS/LINCOLN
 KG0099  USGS QUAD   -  SHADY BEND (1963)
 KG0099
 KG0099                         *CURRENT SURVEY CONTROL
 KG0099  ___________________________________________________________________
 KG0099* NAD 83(1986)-  39 01 50.     (N)    098 01 17.     (W)     SCALED    
 KG0099* NAVD 88     -       426.479  (meters)    1399.21   (feet)  ADJUSTED  
 KG0099  ___________________________________________________________________
 KG0099  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 KG0099  DYNAMIC HT  -         426.189 (meters)    1398.26  (feet)  COMP
 KG0099  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 KG0099
 KG0099  VERT ORDER  -  SECOND    CLASS 0
 KG0099
 KG0099.The horizontal coordinates were scaled from a topographic map and have
 KG0099.an estimated accuracy of +/- 6 seconds.
 KG0099
 KG0099.The orthometric height was determined by differential leveling
 KG0099.and adjusted by the National Geodetic Survey in June 1991..
 KG0099
 KG0099.The geoid height was determined by GEOID03.
 KG0099
 KG0099.The dynamic height is computed by dividing the NAVD 88
 KG0099.geopotential number by the normal gravity value computed on the
 KG0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0099.degrees latitude (g = 980.6199 gals.).
 KG0099
 KG0099.The modeled gravity was interpolated from observed gravity values.
 KG0099
 KG0099;                    North         East    Units  Estimated Accuracy
 KG0099;SPC KS N     -    77,400.      398,150.      MT  (+/- 180 meters Scaled)
 KG0099
 KG0099                          SUPERSEDED SURVEY CONTROL
 KG0099
 KG0099  NGVD 29 (??/??/92)  426.346  (m)         1398.77   (f) ADJ UNCH    2 0
 KG0099
 KG0099.Superseded values are not recommended for survey control.
 KG0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0099.See file dsdata.txt to determine how the superseded data were derived.
 KG0099
 KG0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ847206(NAD 83)
 KG0099_MARKER: DB = BENCH MARK DISK
 KG0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0099_STAMPING: P 331 1961
 KG0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0099+STABILITY: SURFACE MOTION
 KG0099
 KG0099  HISTORY     - Date     Condition        Report By
 KG0099  HISTORY     - 1961     MONUMENTED       CGS
 KG0099
 KG0099                          STATION DESCRIPTION
 KG0099
 KG0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KG0099'1 MI N FROM SHADY BEND.
 KG0099'1 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT SHADY
 KG0099'BEND TO JUNCTION WITH STATE HIGHWAY 18, 84.5 FEET SOUTH FROM THE
 KG0099'CENTER OF THE HIGHWAY, 37 FEET EAST FROM THE CENTER OF THE GRAVEL
 KG0099'ROAD, 18.5 FEET SOUTH FROM A POWER LINE POLE, AT THE EDGE OF A
 KG0099'FIELD AND 2 FEET SOUTH OF FENCE CORNER, 2.5 FEET SOUTHEAST FROM
 KG0099'A METAL WITNESS POST, SET IN A SQUARE TOPPED CONCRETE MONUMENT
 KG0099'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0492 ***********************************************************************
 KF0492  DESIGNATION -  P 331
 KF0492  PID         -  KF0492
 KF0492  STATE/COUNTY-  KS/OTTAWA
 KF0492  USGS QUAD   -  BENNINGTON (1965)
 KF0492
 KF0492                         *CURRENT SURVEY CONTROL
 KF0492  ___________________________________________________________________
 KF0492* NAD 83(1986)-  39 06 10.     (N)    097 33 28.     (W)     SCALED    
 KF0492* NAVD 88     -       407.998  (meters)    1338.57   (feet)  ADJUSTED  
 KF0492  ___________________________________________________________________
 KF0492  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 KF0492  DYNAMIC HT  -         407.738 (meters)    1337.72  (feet)  COMP
 KF0492  MODELED GRAV-     979,979.3   (mgal)                       NAVD 88
 KF0492
 KF0492  VERT ORDER  -  SECOND    CLASS 0
 KF0492
 KF0492.The horizontal coordinates were scaled from a topographic map and have
 KF0492.an estimated accuracy of +/- 6 seconds.
 KF0492
 KF0492.The orthometric height was determined by differential leveling
 KF0492.and adjusted by the National Geodetic Survey in June 1991..
 KF0492
 KF0492.The geoid height was determined by GEOID03.
 KF0492
 KF0492.The dynamic height is computed by dividing the NAVD 88
 KF0492.geopotential number by the normal gravity value computed on the
 KF0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0492.degrees latitude (g = 980.6199 gals.).
 KF0492
 KF0492.The modeled gravity was interpolated from observed gravity values.
 KF0492
 KF0492;                    North         East    Units  Estimated Accuracy
 KF0492;SPC KS N     -    85,510.      438,250.      MT  (+/- 180 meters Scaled)
 KF0492
 KF0492                          SUPERSEDED SURVEY CONTROL
 KF0492
 KF0492  NGVD 29 (??/??/92)  407.892  (m)         1338.23   (f) ADJ UNCH    2 0
 KF0492
 KF0492.Superseded values are not recommended for survey control.
 KF0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0492.See file dsdata.txt to determine how the superseded data were derived.
 KF0492
 KF0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ247291(NAD 83)
 KF0492_MARKER: DB = BENCH MARK DISK
 KF0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0492_STAMPING: P 331 1960
 KF0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0492+STABILITY: SURFACE MOTION
 KF0492
 KF0492  HISTORY     - Date     Condition        Report By
 KF0492  HISTORY     - 1960     MONUMENTED       CGS
 KF0492
 KF0492                          STATION DESCRIPTION
 KF0492
 KF0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KF0492'7.3 MI NE FROM LINDSEY.
 KF0492'0.7 MILE NORTH ALONG OLD U.S. HIGHWAY 81 FROM THE CROSSING OF
 KF0492'THE UNION PACIFIC RAIL ROAD AT LINDSEY, THENCE 1.6 MILES EAST
 KF0492'ALONG A GRAVEL ROAD TO INTERSECTION OF U.S. HIGHWAY 81, THENCE
 KF0492'3.95 MILES EAST ALONG STATE HIGHWAY 93 TO JUNCTION OF ROAD
 KF0492'LEADING TO SITE, THENCE 1.05 MILE EAST ALONG ROAD TO SITE TO
 KF0492'ROAD CROSSING, 78.0 FEET SOUTH OF CENTERLINE OF ROAD TO SITE,
 KF0492'72.0 FEET SOUTHWEST OF CENTERLINE OF ROAD CROSSING, 37.0 FEET
 KF0492'WEST OF CENTERLINE OF DIRT ROAD, 38.0 FEET SOUTHEAST OF POWER
 KF0492'LINE POLE WITH TWO GUY WIRES, 26.0 FEET SOUTHWEST OF TELEPHONE
 KF0492'POLE WITH ONE GUY WIRE, 1.1 FOOT NORTHWEST OF METAL WITNESS
 KF0492'POST WITH SIGN, 2.3 FEET EAST OF RIGHTWAY FENCE, 2.3 FEET SOUTH
 KF0492'OF FENCE CORNER POST, SET IN TOP OF A SQUARE CONCRETE POST
 KF0492'PROJECTING 6-INCHES ABOVE THE GROUND AND ABOUT 2-FEET LOWER THAN
 KF0492'ROAD.  NOTE-- NOT TO BE CONFUSED WITH BENCH MARK P 331 1 MILE
 KF0492'NORTH OF SHADY BEND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0572 ***********************************************************************
 JF0572  DESIGNATION -  P 332
 JF0572  PID         -  JF0572
 JF0572  STATE/COUNTY-  KS/DICKINSON
 JF0572  USGS QUAD   -  SOLOMON (1979)
 JF0572
 JF0572                         *CURRENT SURVEY CONTROL
 JF0572  ___________________________________________________________________
 JF0572* NAD 83(1986)-  38 57 32.     (N)    097 15 38.     (W)     SCALED    
 JF0572* NAVD 88     -       375.641  (meters)    1232.42   (feet)  ADJUSTED  
 JF0572  ___________________________________________________________________
 JF0572  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 JF0572  DYNAMIC HT  -         375.390 (meters)    1231.59  (feet)  COMP
 JF0572  MODELED GRAV-     979,950.1   (mgal)                       NAVD 88
 JF0572
 JF0572  VERT ORDER  -  SECOND    CLASS 0
 JF0572
 JF0572.The horizontal coordinates were scaled from a topographic map and have
 JF0572.an estimated accuracy of +/- 6 seconds.
 JF0572
 JF0572.The orthometric height was determined by differential leveling
 JF0572.and adjusted by the National Geodetic Survey in June 1991..
 JF0572
 JF0572.The geoid height was determined by GEOID03.
 JF0572
 JF0572.The dynamic height is computed by dividing the NAVD 88
 JF0572.geopotential number by the normal gravity value computed on the
 JF0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0572.degrees latitude (g = 980.6199 gals.).
 JF0572
 JF0572.The modeled gravity was interpolated from observed gravity values.
 JF0572
 JF0572;                    North         East    Units  Estimated Accuracy
 JF0572;SPC KS N     -    69,710.      464,090.      MT  (+/- 180 meters Scaled)
 JF0572
 JF0572                          SUPERSEDED SURVEY CONTROL
 JF0572
 JF0572  NGVD 29 (??/??/92)  375.542  (m)         1232.09   (f) ADJ UNCH    2 0
 JF0572
 JF0572.Superseded values are not recommended for survey control.
 JF0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0572.See file dsdata.txt to determine how the superseded data were derived.
 JF0572
 JF0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ507136(NAD 83)
 JF0572_MARKER: DB = BENCH MARK DISK
 JF0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0572_STAMPING: P 332 1961
 JF0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0572+STABILITY: SURFACE MOTION
 JF0572
 JF0572  HISTORY     - Date     Condition        Report By
 JF0572  HISTORY     - 1961     MONUMENTED       CGS
 JF0572
 JF0572                          STATION DESCRIPTION
 JF0572
 JF0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JF0572'4.4 MI N FROM ABILENE.
 JF0572'3.35 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JF0572'FROM THE CROSSING OF THE UNION PACIFIC RAILROAD AND THE ATCHISON,
 JF0572'TOPEKA AND SANTA FE RAILROAD AT ABILENE, KANSAS, THENCE 1.0 MILE
 JF0572'WEST ON GRADED ROAD TO A ROAD CROSSING AT WILLOWDALE 4H CLUB
 JF0572'BUILDING, 42 FEET WEST OF NORTH-SOUTH HIGHWAY, 30 FEET SOUTH OF
 JF0572'CENTER OF EAST-WEST GRADED ROAD, 3 1/2 FEET SOUTH OF A POWER
 JF0572'POLE, 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN THE
 JF0572'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE
 JF0572'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0419 ***********************************************************************
 HF0419  DESIGNATION -  P 334
 HF0419  PID         -  HF0419
 HF0419  STATE/COUNTY-  KS/BUTLER
 HF0419  USGS QUAD   -  LATHAM (1979)
 HF0419
 HF0419                         *CURRENT SURVEY CONTROL
 HF0419  ___________________________________________________________________
 HF0419* NAD 83(1986)-  37 33 47.     (N)    096 40 45.     (W)     SCALED    
 HF0419* NAVD 88     -       456.745  (meters)    1498.50   (feet)  ADJUSTED  
 HF0419  ___________________________________________________________________
 HF0419  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 HF0419  DYNAMIC HT  -         456.375 (meters)    1497.29  (feet)  COMP
 HF0419  MODELED GRAV-     979,805.2   (mgal)                       NAVD 88
 HF0419
 HF0419  VERT ORDER  -  SECOND    CLASS 0
 HF0419
 HF0419.The horizontal coordinates were scaled from a topographic map and have
 HF0419.an estimated accuracy of +/- 6 seconds.
 HF0419
 HF0419.The orthometric height was determined by differential leveling
 HF0419.and adjusted by the National Geodetic Survey in June 1991..
 HF0419
 HF0419.The geoid height was determined by GEOID03.
 HF0419
 HF0419.The dynamic height is computed by dividing the NAVD 88
 HF0419.geopotential number by the normal gravity value computed on the
 HF0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0419.degrees latitude (g = 980.6199 gals.).
 HF0419
 HF0419.The modeled gravity was interpolated from observed gravity values.
 HF0419
 HF0419;                    North         East    Units  Estimated Accuracy
 HF0419;SPC KS S     -   501,060.      560,860.      MT  (+/- 180 meters Scaled)
 HF0419
 HF0419                          SUPERSEDED SURVEY CONTROL
 HF0419
 HF0419  NGVD 29 (??/??/92)  456.564  (m)         1497.91   (f) ADJ UNCH    2 0
 HF0419
 HF0419.Superseded values are not recommended for survey control.
 HF0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0419.See file dsdata.txt to determine how the superseded data were derived.
 HF0419
 HF0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG049598(NAD 83)
 HF0419_MARKER: DB = BENCH MARK DISK
 HF0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0419_STAMPING: P 334 1962
 HF0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0419+STABILITY: SURFACE MOTION
 HF0419
 HF0419  HISTORY     - Date     Condition        Report By
 HF0419  HISTORY     - 1962     MONUMENTED       CGS
 HF0419  HISTORY     - 20060810 GOOD             INDIV
 HF0419
 HF0419                          STATION DESCRIPTION
 HF0419
 HF0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0419'4.7 MI NW FROM LATHAM.
 HF0419'2.0 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0419'FROM THE STATION AT LATHAM, THENCE 2.7 MILES WEST ALONG GRAVEL
 HF0419'ROAD TO THE INTERSECTION OF A NORTH AND SOUTH GRAVEL ROAD, 46.5
 HF0419'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 38 FEET NORTH
 HF0419'OF THE CENTER OF ROAD, 2.2 FEET NORTHEAST OF FENCE CORNER POST,
 HF0419'2.0 FEET WEST OF A METAL WITNESS POST AND PROJECTS 0.3 FEET
 HF0419'ABOVE THE GROUND.  SET IN THE TOP OF A CONCRETE POST.
 HF0419
 HF0419                          STATION RECOVERY (2006)
 HF0419
 HF0419'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0419'RAILROAD NO LONGER EXISTS.  TABLET IS 2 MILES N AND 2 MILES W OF
 HF0419'LATHAM.  CONCRETE POST IS NOW FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0233 ***********************************************************************
 HF0233  DESIGNATION -  P 335 RESET
 HF0233  PID         -  HF0233
 HF0233  STATE/COUNTY-  KS/COWLEY
 HF0233  USGS QUAD   -  BURDEN (1979)
 HF0233
 HF0233                         *CURRENT SURVEY CONTROL
 HF0233  ___________________________________________________________________
 HF0233* NAD 83(1986)-  37 17 29.     (N)    096 51 39.     (W)     SCALED    
 HF0233* NAVD 88     -       396.246  (meters)    1300.02   (feet)  ADJUSTED  
 HF0233  ___________________________________________________________________
 HF0233  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0233  DYNAMIC HT  -         395.920 (meters)    1298.95  (feet)  COMP
 HF0233  MODELED GRAV-     979,795.8   (mgal)                       NAVD 88
 HF0233
 HF0233  VERT ORDER  -  SECOND    CLASS 0
 HF0233
 HF0233.The horizontal coordinates were scaled from a topographic map and have
 HF0233.an estimated accuracy of +/- 6 seconds.
 HF0233
 HF0233.The orthometric height was determined by differential leveling
 HF0233.and adjusted by the National Geodetic Survey in June 1991..
 HF0233
 HF0233.The geoid height was determined by GEOID03.
 HF0233
 HF0233.The dynamic height is computed by dividing the NAVD 88
 HF0233.geopotential number by the normal gravity value computed on the
 HF0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0233.degrees latitude (g = 980.6199 gals.).
 HF0233
 HF0233.The modeled gravity was interpolated from observed gravity values.
 HF0233
 HF0233;                    North         East    Units  Estimated Accuracy
 HF0233;SPC KS S     -   470,610.      545,340.      MT  (+/- 180 meters Scaled)
 HF0233
 HF0233                          SUPERSEDED SURVEY CONTROL
 HF0233
 HF0233  NGVD 29 (??/??/92)  396.132  (m)         1299.64   (f) ADJ UNCH    2 0
 HF0233
 HF0233.Superseded values are not recommended for survey control.
 HF0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0233.See file dsdata.txt to determine how the superseded data were derived.
 HF0233
 HF0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG896293(NAD 83)
 HF0233_MARKER: DB = BENCH MARK DISK
 HF0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0233_SP_SET: BRIDGE
 HF0233_STAMPING: P 335 RESET 1962
 HF0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0233
 HF0233  HISTORY     - Date     Condition        Report By
 HF0233  HISTORY     - 1962     MONUMENTED       CGS
 HF0233
 HF0233                          STATION DESCRIPTION
 HF0233
 HF0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0233'3 MI SE FROM NEW SALEM.
 HF0233'1.9 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0233'FROM THE STATION SIGN AT NEW SALEM, THENCE 1.1 MILE SOUTH ALONG
 HF0233'A GRADED DIRT ROAD, SET IN THE TOP OF THE NORTH END OF THE EAST
 HF0233'WINGWALL OF SMALL BRIDGE OVER DRAINAGE AREA, 11.5 FEET EAST OF
 HF0233'THE CENTER OF THE ROAD, 0.8 FEET SOUTH OF THE NORTH END OF THE
 HF0233'EAST WINGWALL AND ABOUT 1.0 FEET BELOW THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0628 ***********************************************************************
 HF0628  DESIGNATION -  P 336
 HF0628  PID         -  HF0628
 HF0628  STATE/COUNTY-  KS/SUMNER
 HF0628  USGS QUAD   -  DALTON (1964)
 HF0628
 HF0628                         *CURRENT SURVEY CONTROL
 HF0628  ___________________________________________________________________
 HF0628* NAD 83(1986)-  37 16 32.     (N)    097 16 03.     (W)     SCALED    
 HF0628* NAVD 88     -       373.372  (meters)    1224.97   (feet)  ADJUSTED  
 HF0628  ___________________________________________________________________
 HF0628  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 HF0628  DYNAMIC HT  -         373.070 (meters)    1223.98  (feet)  COMP
 HF0628  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 HF0628
 HF0628  VERT ORDER  -  SECOND    CLASS 0
 HF0628
 HF0628.The horizontal coordinates were scaled from a topographic map and have
 HF0628.an estimated accuracy of +/- 6 seconds.
 HF0628
 HF0628.The orthometric height was determined by differential leveling
 HF0628.and adjusted by the National Geodetic Survey in June 1991..
 HF0628
 HF0628.The geoid height was determined by GEOID03.
 HF0628
 HF0628.The dynamic height is computed by dividing the NAVD 88
 HF0628.geopotential number by the normal gravity value computed on the
 HF0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0628.degrees latitude (g = 980.6199 gals.).
 HF0628
 HF0628.The modeled gravity was interpolated from observed gravity values.
 HF0628
 HF0628;                    North         East    Units  Estimated Accuracy
 HF0628;SPC KS S     -   468,300.      509,310.      MT  (+/- 180 meters Scaled)
 HF0628
 HF0628                          SUPERSEDED SURVEY CONTROL
 HF0628
 HF0628  NGVD 29 (??/??/92)  373.261  (m)         1224.61   (f) ADJ UNCH    2 0
 HF0628
 HF0628.Superseded values are not recommended for survey control.
 HF0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0628.See file dsdata.txt to determine how the superseded data were derived.
 HF0628
 HF0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG535268(NAD 83)
 HF0628_MARKER: DB = BENCH MARK DISK
 HF0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0628_STAMPING: P 336 1962
 HF0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0628+STABILITY: SURFACE MOTION
 HF0628
 HF0628  HISTORY     - Date     Condition        Report By
 HF0628  HISTORY     - 1962     MONUMENTED       CGS
 HF0628
 HF0628                          STATION DESCRIPTION
 HF0628
 HF0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0628'5.6 MI W FROM OXFORD.
 HF0628'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0628'THENCE 5.6 MILES WEST ALONG U.S. HIGHWAY 160, 68.1 FEET SOUTH
 HF0628'OF THE CENTERLINE OF THE HIGHWAY, 33.8 FEET WEST OF A TELEPHONE
 HF0628'POLE, 2.0 FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP
 HF0628'OF A CONCRETE POST WHICH PROJECTS 0.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0674 ***********************************************************************
 HF0674  DESIGNATION -  P 337
 HF0674  PID         -  HF0674
 HF0674  STATE/COUNTY-  KS/BUTLER
 HF0674  USGS QUAD   -  UDALL (1983)
 HF0674
 HF0674                         *CURRENT SURVEY CONTROL
 HF0674  ___________________________________________________________________
 HF0674* NAD 83(1986)-  37 28 35.     (N)    097 00 58.     (W)     SCALED    
 HF0674* NAVD 88     -       367.047  (meters)    1204.22   (feet)  ADJUSTED  
 HF0674  ___________________________________________________________________
 HF0674  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 HF0674  DYNAMIC HT  -         366.755 (meters)    1203.26  (feet)  COMP
 HF0674  MODELED GRAV-     979,823.8   (mgal)                       NAVD 88
 HF0674
 HF0674  VERT ORDER  -  SECOND    CLASS 0
 HF0674
 HF0674.The horizontal coordinates were scaled from a topographic map and have
 HF0674.an estimated accuracy of +/- 6 seconds.
 HF0674
 HF0674.The orthometric height was determined by differential leveling
 HF0674.and adjusted by the National Geodetic Survey in June 1991..
 HF0674
 HF0674.The geoid height was determined by GEOID03.
 HF0674
 HF0674.The dynamic height is computed by dividing the NAVD 88
 HF0674.geopotential number by the normal gravity value computed on the
 HF0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0674.degrees latitude (g = 980.6199 gals.).
 HF0674
 HF0674.The modeled gravity was interpolated from observed gravity values.
 HF0674
 HF0674;                    North         East    Units  Estimated Accuracy
 HF0674;SPC KS S     -   490,910.      531,250.      MT  (+/- 180 meters Scaled)
 HF0674
 HF0674                          SUPERSEDED SURVEY CONTROL
 HF0674
 HF0674  NGVD 29 (??/??/92)  366.921  (m)         1203.81   (f) ADJ UNCH    2 0
 HF0674
 HF0674.Superseded values are not recommended for survey control.
 HF0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0674.See file dsdata.txt to determine how the superseded data were derived.
 HF0674
 HF0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG754495(NAD 83)
 HF0674_MARKER: DB = BENCH MARK DISK
 HF0674_SETTING: 80 = SET IN A BOULDER
 HF0674_SP_SET: BOULDER
 HF0674_STAMPING: P 337 1962
 HF0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0674+STABILITY: SURFACE MOTION
 HF0674
 HF0674  HISTORY     - Date     Condition        Report By
 HF0674  HISTORY     - 1962     MONUMENTED       CGS
 HF0674
 HF0674                          STATION DESCRIPTION
 HF0674
 HF0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0674'2.9 MI S FROM DOUGLASS.
 HF0674'2.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0674'FROM THE STATION AT DOUGLASS, 1 1/4 POLES SOUTH OF MILE POST
 HF0674'200, SET IN THE TOP OF A LARGE BOULDER ABOUT 25 FEET ABOVE
 HF0674'THE RAILROAD TRACK, 9.5 FEET NORTH OF A EAST AND WEST FENCE
 HF0674'LINE, 2.9 FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0581 ***********************************************************************
 JF0581  DESIGNATION -  P 338
 JF0581  PID         -  JF0581
 JF0581  STATE/COUNTY-  KS/SALINE
 JF0581  USGS QUAD   -  NILES (1978)
 JF0581
 JF0581                         *CURRENT SURVEY CONTROL
 JF0581  ___________________________________________________________________
 JF0581* NAD 83(1986)-  38 54 25.     (N)    097 28 59.     (W)     SCALED    
 JF0581* NAVD 88     -       391.010  (meters)    1282.84   (feet)  ADJUSTED  
 JF0581  ___________________________________________________________________
 JF0581  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 JF0581  DYNAMIC HT  -         390.758 (meters)    1282.01  (feet)  COMP
 JF0581  MODELED GRAV-     979,969.2   (mgal)                       NAVD 88
 JF0581
 JF0581  VERT ORDER  -  FIRST     CLASS II
 JF0581
 JF0581.The horizontal coordinates were scaled from a topographic map and have
 JF0581.an estimated accuracy of +/- 6 seconds.
 JF0581
 JF0581.The orthometric height was determined by differential leveling
 JF0581.and adjusted by the National Geodetic Survey in June 1991..
 JF0581
 JF0581.The geoid height was determined by GEOID03.
 JF0581
 JF0581.The dynamic height is computed by dividing the NAVD 88
 JF0581.geopotential number by the normal gravity value computed on the
 JF0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0581.degrees latitude (g = 980.6199 gals.).
 JF0581
 JF0581.The modeled gravity was interpolated from observed gravity values.
 JF0581
 JF0581;                    North         East    Units  Estimated Accuracy
 JF0581;SPC KS N     -    63,810.      444,840.      MT  (+/- 180 meters Scaled)
 JF0581
 JF0581                          SUPERSEDED SURVEY CONTROL
 JF0581
 JF0581  NGVD 29 (??/??/92)  390.921  (m)         1282.55   (f) ADJ UNCH    1 2
 JF0581
 JF0581.Superseded values are not recommended for survey control.
 JF0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0581.See file dsdata.txt to determine how the superseded data were derived.
 JF0581
 JF0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ315075(NAD 83)
 JF0581_MARKER: DB = BENCH MARK DISK
 JF0581_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JF0581_SP_SET: BRIDGE GUARDRAIL BASE
 JF0581_STAMPING: P 338 1970
 JF0581_MARK LOGO: CGS   
 JF0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0581
 JF0581  HISTORY     - Date     Condition        Report By
 JF0581  HISTORY     - 1970     MONUMENTED       NGS
 JF0581  HISTORY     - 1986     GOOD             NGS
 JF0581
 JF0581                          STATION DESCRIPTION
 JF0581
 JF0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0581'7.4 MI E FROM SALINA.
 JF0581'ABOUT 7.45 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF0581'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, SET IN THE TOP OF THE
 JF0581'SOUTH END OF THE WEST CONCRETE GUARDRAIL BASE FOR STATE HIGHWAY
 JF0581'220 OVERPASS OVER I-70, (BRIDGE NUMBER 24-5), 76 1/2 FEET SOUTH
 JF0581'OF THE CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, 16 FEET
 JF0581'WEST OF THE CENTER LINE OF STATE HIGHWAY 220, AND ABOUT 1 1/2
 JF0581'FEET ABOVE THE LEVEL OF STATE HIGHWAY 220.  SECTION 24, T 13 S,
 JF0581'R 2 W
 JF0581
 JF0581                          STATION RECOVERY (1986)
 JF0581
 JF0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1172 ***********************************************************************
 JF1172  DESIGNATION -  P 339
 JF1172  PID         -  JF1172
 JF1172  STATE/COUNTY-  KS/MCPHERSON
 JF1172  USGS QUAD   -  LINDSBORG SE (1979)
 JF1172
 JF1172                         *CURRENT SURVEY CONTROL
 JF1172  ___________________________________________________________________
 JF1172* NAD 83(1986)-  38 33 55.     (N)    097 37 16.     (W)     SCALED    
 JF1172* NAVD 88     -       409.832  (meters)    1344.59   (feet)  ADJUSTED  
 JF1172  ___________________________________________________________________
 JF1172  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF1172  DYNAMIC HT  -         409.543 (meters)    1343.64  (feet)  COMP
 JF1172  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 JF1172
 JF1172  VERT ORDER  -  FIRST     CLASS II
 JF1172
 JF1172.The horizontal coordinates were scaled from a topographic map and have
 JF1172.an estimated accuracy of +/- 6 seconds.
 JF1172
 JF1172.The orthometric height was determined by differential leveling
 JF1172.and adjusted by the National Geodetic Survey in June 1991..
 JF1172
 JF1172.The geoid height was determined by GEOID03.
 JF1172
 JF1172.The dynamic height is computed by dividing the NAVD 88
 JF1172.geopotential number by the normal gravity value computed on the
 JF1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1172.degrees latitude (g = 980.6199 gals.).
 JF1172
 JF1172.The modeled gravity was interpolated from observed gravity values.
 JF1172
 JF1172;                    North         East    Units  Estimated Accuracy
 JF1172;SPC KS S     -   611,090.      476,600.      MT  (+/- 180 meters Scaled)
 JF1172
 JF1172                          SUPERSEDED SURVEY CONTROL
 JF1172
 JF1172  NGVD 29 (??/??/92)  409.690  (m)         1344.12   (f) ADJ UNCH    1 2
 JF1172
 JF1172.Superseded values are not recommended for survey control.
 JF1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1172.See file dsdata.txt to determine how the superseded data were derived.
 JF1172
 JF1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH201694(NAD 83)
 JF1172_MARKER: DB = BENCH MARK DISK
 JF1172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1172_SP_SET: HEADWALL
 JF1172_STAMPING: P 339 1970
 JF1172_MARK LOGO: CGS   
 JF1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1172+STABILITY: SURFACE MOTION
 JF1172
 JF1172  HISTORY     - Date     Condition        Report By
 JF1172  HISTORY     - 1970     MONUMENTED       NGS
 JF1172  HISTORY     - 1986     GOOD             NGS
 JF1172
 JF1172                          STATION DESCRIPTION
 JF1172
 JF1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1172'13.4 MI N FROM MC PHERSON.
 JF1172'ABOUT 13.4 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1172'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, 36 YARDS
 JF1172'NORTH OF HIGHWAY UNDERPASS NUMBER 30-95 FOR A ROAD, 26 FEET
 JF1172'WEST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, SET
 JF1172'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF
 JF1172'A 5-FOOT CONCRETE BOX CULVERT WHICH PASSES UNDER BOTH LANES OF
 JF1172'THE HIGHWAY, 0.7 FOOT SOUTH OF THE NORTH END OF THE HEADWALL,
 JF1172'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SECTION 14,
 JF1172'T17S, R3W.
 JF1172
 JF1172                          STATION RECOVERY (1986)
 JF1172
 JF1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0053 ***********************************************************************
 HH0053  DESIGNATION -  P 34
 HH0053  PID         -  HH0053
 HH0053  STATE/COUNTY-  KS/FORD
 HH0053  USGS QUAD   -  DODGE CITY (1984)
 HH0053
 HH0053                         *CURRENT SURVEY CONTROL
 HH0053  ___________________________________________________________________
 HH0053* NAD 83(1986)-  37 45 09.     (N)    100 00 55.     (W)     SCALED    
 HH0053* NAVD 88     -       758.839  (meters)    2489.62   (feet)  ADJUSTED  
 HH0053  ___________________________________________________________________
 HH0053  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HH0053  DYNAMIC HT  -         758.181 (meters)    2487.47  (feet)  COMP
 HH0053  MODELED GRAV-     979,737.1   (mgal)                       NAVD 88
 HH0053
 HH0053  VERT ORDER  -  FIRST     CLASS II
 HH0053
 HH0053.The horizontal coordinates were scaled from a topographic map and have
 HH0053.an estimated accuracy of +/- 6 seconds.
 HH0053
 HH0053.The orthometric height was determined by differential leveling
 HH0053.and adjusted by the National Geodetic Survey in June 1991..
 HH0053.WARNING-Repeat measurements at this control monument indicate possible
 HH0053.vertical movement.
 HH0053
 HH0053.The geoid height was determined by GEOID03.
 HH0053
 HH0053.The dynamic height is computed by dividing the NAVD 88
 HH0053.geopotential number by the normal gravity value computed on the
 HH0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0053.degrees latitude (g = 980.6199 gals.).
 HH0053
 HH0053.The modeled gravity was interpolated from observed gravity values.
 HH0053
 HH0053;                    North         East    Units  Estimated Accuracy
 HH0053;SPC KS S     -   521,600.      266,480.      MT  (+/- 180 meters Scaled)
 HH0053
 HH0053                          SUPERSEDED SURVEY CONTROL
 HH0053
 HH0053  NGVD 29 (??/??/92)  758.523  (m)         2488.59   (f) ADJ UNCH    1 2
 HH0053
 HH0053.Superseded values are not recommended for survey control.
 HH0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0053.See file dsdata.txt to determine how the superseded data were derived.
 HH0053
 HH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG105788(NAD 83)
 HH0053_MARKER: DB = BENCH MARK DISK
 HH0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0053_SP_SET: CONCRETE POST
 HH0053_STAMPING: P 34 1934
 HH0053_MARK LOGO: CGS   
 HH0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0053+STABILITY: SURFACE MOTION
 HH0053
 HH0053  HISTORY     - Date     Condition        Report By
 HH0053  HISTORY     - 1934     MONUMENTED       CGS
 HH0053  HISTORY     - 1986     GOOD             NGS
 HH0053
 HH0053                          STATION DESCRIPTION
 HH0053
 HH0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0053'AT DODGE CITY.
 HH0053'AT DODGE CITY, FORD COUNTY, 124.5 FEET EAST OF THE SOUTHEAST
 HH0053'CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 18
 HH0053'FEET NORTH OF THE CENTER LINE OF THE NORTH MAIN TRACK, AND AT
 HH0053'THE SOUTH SIDE OF THE TIME DIVISION MARKER.  A STANDARD DISK,
 HH0053'STAMPED P 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HH0053
 HH0053                          STATION RECOVERY (1986)
 HH0053
 HH0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0929 ***********************************************************************
 JF0929  DESIGNATION -  P 340
 JF0929  PID         -  JF0929
 JF0929  STATE/COUNTY-  KS/MCPHERSON
 JF0929  USGS QUAD   -  GALVA (1985)
 JF0929
 JF0929                         *CURRENT SURVEY CONTROL
 JF0929  ___________________________________________________________________
 JF0929* NAD 83(1986)-  38 26 06.     (N)    097 37 15.     (W)     SCALED    
 JF0929* NAVD 88     -       463.151  (meters)    1519.52   (feet)  ADJUSTED  
 JF0929  ___________________________________________________________________
 JF0929  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF0929  DYNAMIC HT  -         462.819 (meters)    1518.43  (feet)  COMP
 JF0929  MODELED GRAV-     979,896.3   (mgal)                       NAVD 88
 JF0929
 JF0929  VERT ORDER  -  FIRST     CLASS II
 JF0929
 JF0929.The horizontal coordinates were scaled from a topographic map and have
 JF0929.an estimated accuracy of +/- 6 seconds.
 JF0929
 JF0929.The orthometric height was determined by differential leveling
 JF0929.and adjusted by the National Geodetic Survey in June 1991..
 JF0929
 JF0929.The geoid height was determined by GEOID03.
 JF0929
 JF0929.The dynamic height is computed by dividing the NAVD 88
 JF0929.geopotential number by the normal gravity value computed on the
 JF0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0929.degrees latitude (g = 980.6199 gals.).
 JF0929
 JF0929.The modeled gravity was interpolated from observed gravity values.
 JF0929
 JF0929;                    North         East    Units  Estimated Accuracy
 JF0929;SPC KS S     -   596,630.      476,760.      MT  (+/- 180 meters Scaled)
 JF0929
 JF0929                          SUPERSEDED SURVEY CONTROL
 JF0929
 JF0929  NGVD 29 (??/??/92)  462.982  (m)         1518.97   (f) ADJ UNCH    1 2
 JF0929
 JF0929.Superseded values are not recommended for survey control.
 JF0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0929.See file dsdata.txt to determine how the superseded data were derived.
 JF0929
 JF0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH203549(NAD 83)
 JF0929_MARKER: DB = BENCH MARK DISK
 JF0929_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF0929_SP_SET: COPPER-CLAD STEEL ROD
 JF0929_STAMPING: P 340 1970
 JF0929_MARK LOGO: CGS   
 JF0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0929
 JF0929  HISTORY     - Date     Condition        Report By
 JF0929  HISTORY     - 1970     MONUMENTED       NGS
 JF0929  HISTORY     - 1986     GOOD             NGS
 JF0929
 JF0929                          STATION DESCRIPTION
 JF0929
 JF0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0929'4.3 MI N FROM MC PHERSON.
 JF0929'ABOUT 4.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0929'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, ABOUT 1.0
 JF0929'MILE SOUTH OF THE HIGHWAY OVERPASS FOR NEW GOTTLAND ROAD WHICH IS
 JF0929'COUNTY ROAD 448, 107 FEET EAST OF THE CENTER LINE OF THE EAST
 JF0929'TRAFFIC LANES OF THE HIGHWAY, 34 FEET SOUTH OF THE EXTENDED
 JF0929'CENTER LINE OF A GRAVELED ROAD THAT DEAD ENDS ON EACH SIDE OF THE
 JF0929'HIGHWAY, 6 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF A FENCE, 0.5
 JF0929'FOOT EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 JF0929'THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 JF0929'THAT IS DRIVEN TO REFUSAL AT 48 FEET AND IS ENCASED IN A 4-INCH
 JF0929'PLASTIC PIPE WHICH PROJECTS 0.5 FOOT.  SECTION 2, T 19 S, R 3 W.
 JF0929
 JF0929                          STATION RECOVERY (1986)
 JF0929
 JF0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0635 ***********************************************************************
 JF0635  DESIGNATION -  P 341
 JF0635  PID         -  JF0635
 JF0635  STATE/COUNTY-  KS/DICKINSON
 JF0635  USGS QUAD   -  CHAPMAN (1979)
 JF0635
 JF0635                         *CURRENT SURVEY CONTROL
 JF0635  ___________________________________________________________________
 JF0635* NAD 83(1986)-  38 57 31.     (N)    097 06 38.     (W)     SCALED    
 JF0635* NAVD 88     -       357.807  (meters)    1173.91   (feet)  ADJUSTED  
 JF0635  ___________________________________________________________________
 JF0635  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 JF0635  DYNAMIC HT  -         357.557 (meters)    1173.08  (feet)  COMP
 JF0635  MODELED GRAV-     979,919.4   (mgal)                       NAVD 88
 JF0635
 JF0635  VERT ORDER  -  SECOND    CLASS 0
 JF0635
 JF0635.The horizontal coordinates were scaled from a topographic map and have
 JF0635.an estimated accuracy of +/- 6 seconds.
 JF0635
 JF0635.The orthometric height was determined by differential leveling
 JF0635.and adjusted by the National Geodetic Survey in June 1991..
 JF0635
 JF0635.The geoid height was determined by GEOID03.
 JF0635
 JF0635.The dynamic height is computed by dividing the NAVD 88
 JF0635.geopotential number by the normal gravity value computed on the
 JF0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0635.degrees latitude (g = 980.6199 gals.).
 JF0635
 JF0635.The modeled gravity was interpolated from observed gravity values.
 JF0635
 JF0635;                    North         East    Units  Estimated Accuracy
 JF0635;SPC KS N     -    69,790.      477,090.      MT  (+/- 180 meters Scaled)
 JF0635
 JF0635                          SUPERSEDED SURVEY CONTROL
 JF0635
 JF0635  NGVD 29 (??/??/92)  357.698  (m)         1173.55   (f) ADJ UNCH    2 0
 JF0635
 JF0635.Superseded values are not recommended for survey control.
 JF0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0635.See file dsdata.txt to determine how the superseded data were derived.
 JF0635
 JF0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ637138(NAD 83)
 JF0635_MARKER: DB = BENCH MARK DISK
 JF0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0635_SP_SET: GUARDRAIL FOUNDATION
 JF0635_STAMPING: P 341 1970
 JF0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0635
 JF0635  HISTORY     - Date     Condition        Report By
 JF0635  HISTORY     - 1970     MONUMENTED       NGS
 JF0635
 JF0635                          STATION DESCRIPTION
 JF0635
 JF0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0635'5.2 MI W FROM CHAPMAN.
 JF0635'ABOUT 5.25 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0635'HIGHWAY OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN, 16 FEET
 JF0635'SOUTHEAST OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY,
 JF0635'SET IN THE TOP OF THE NORTHEAST END OF THE CONCRETE FOUNDATION
 JF0635'FOR THE SOUTHEAST GUARDRAIL ON A HIGHWAY OVERPASS FOR STATE
 JF0635'HIGHWAY 43 AT THE DETROIT EXIT, AND ABOUT 1 FOOT ABOVE THE
 JF0635'LEVEL OF THE HIGHWAY.  SECTION 4, T 13 S, R 3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1291 ***********************************************************************
 JF1291  DESIGNATION -  P 341 RESET
 JF1291  PID         -  JF1291
 JF1291  STATE/COUNTY-  KS/DICKINSON
 JF1291  USGS QUAD   -  CHAPMAN (1979)
 JF1291
 JF1291                         *CURRENT SURVEY CONTROL
 JF1291  ___________________________________________________________________
 JF1291* NAD 83(1986)-  38 57 31.     (N)    097 06 38.     (W)     SCALED    
 JF1291* NAVD 88     -       358.456  (meters)    1176.03   (feet)  ADJUSTED  
 JF1291  ___________________________________________________________________
 JF1291  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 JF1291  DYNAMIC HT  -         358.205 (meters)    1175.21  (feet)  COMP
 JF1291  MODELED GRAV-     979,919.4   (mgal)                       NAVD 88
 JF1291
 JF1291  VERT ORDER  -  FIRST     CLASS II
 JF1291
 JF1291.The horizontal coordinates were scaled from a topographic map and have
 JF1291.an estimated accuracy of +/- 6 seconds.
 JF1291
 JF1291.The orthometric height was determined by differential leveling
 JF1291.and adjusted by the National Geodetic Survey in June 1991..
 JF1291
 JF1291.The geoid height was determined by GEOID03.
 JF1291
 JF1291.The dynamic height is computed by dividing the NAVD 88
 JF1291.geopotential number by the normal gravity value computed on the
 JF1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1291.degrees latitude (g = 980.6199 gals.).
 JF1291
 JF1291.The modeled gravity was interpolated from observed gravity values.
 JF1291
 JF1291;                    North         East    Units  Estimated Accuracy
 JF1291;SPC KS N     -    69,790.      477,090.      MT  (+/- 180 meters Scaled)
 JF1291
 JF1291                          SUPERSEDED SURVEY CONTROL
 JF1291
 JF1291.No superseded survey control is available for this station.
 JF1291
 JF1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ637138(NAD 83)
 JF1291_MARKER: DB = BENCH MARK DISK
 JF1291_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JF1291_SP_SET: BRIDGE GUARDRAIL
 JF1291_STAMPING: P 341 1970 RESET 1986
 JF1291_MARK LOGO: NGS   
 JF1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1291
 JF1291  HISTORY     - Date     Condition        Report By
 JF1291  HISTORY     - 1986     MONUMENTED       KSDT
 JF1291  HISTORY     - 1986     GOOD             NGS
 JF1291
 JF1291                          STATION DESCRIPTION
 JF1291
 JF1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JF1291'8.4 KM (5.2 MI) WEST FROM CHAPMAN.
 JF1291'8.4 KM (5.25 MI) WESTERLY ALONG INTERSTATE HIGHWAY 70 FROM ITS
 JF1291'JUNCTION WITH STATE HIGHWAY 206 IN CHAPMAN, IN TOP OF THE NORTHEAST
 JF1291'END OF THE SOUTHEAST CONCRETE GUARDRAIL OF THE WEST BOUND HIGHWAY
 JF1291'OVERPASS OF A PAVED ROAD, AND 4.9 M (16.1 FT) SOUTHEAST OF THE
 JF1291'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.  NOTE--THERE IS A
 JF1291'NEW BRIDGE AT THIS LOCATION AND THE OLD DISK HAS BEEN MOVED FROM THE
 JF1291'FOUNDATION OF THE GUARDRAIL OF THE OLD BRIDGE TO THE TOP OF THE
 JF1291'GUARDRAIL OF THE NEW BRIDGE BY STATE HIGHWAY DEPARTMENT PERSONEL.
 JF1291'RESET 1986 WAS ADDED TO THE STAMPING ON THE DISK AT THE TIME OF THIS
 JF1291'SURVEY.
 JF1291'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0266 ***********************************************************************
 KF0266  DESIGNATION -  P 342
 KF0266  PID         -  KF0266
 KF0266  STATE/COUNTY-  KS/GEARY
 KF0266  USGS QUAD   -  OGDEN (1982)
 KF0266
 KF0266                         *CURRENT SURVEY CONTROL
 KF0266  ___________________________________________________________________
 KF0266* NAD 83(1986)-  39 03 59.     (N)    096 40 01.     (W)     SCALED    
 KF0266* NAVD 88     -       373.844  (meters)    1226.52   (feet)  ADJUSTED  
 KF0266  ___________________________________________________________________
 KF0266  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 KF0266  DYNAMIC HT  -         373.587 (meters)    1225.68  (feet)  COMP
 KF0266  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 KF0266
 KF0266  VERT ORDER  -  SECOND    CLASS 0
 KF0266
 KF0266.The horizontal coordinates were scaled from a topographic map and have
 KF0266.an estimated accuracy of +/- 6 seconds.
 KF0266
 KF0266.The orthometric height was determined by differential leveling
 KF0266.and adjusted by the National Geodetic Survey in June 1991..
 KF0266
 KF0266.The geoid height was determined by GEOID03.
 KF0266
 KF0266.The dynamic height is computed by dividing the NAVD 88
 KF0266.geopotential number by the normal gravity value computed on the
 KF0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0266.degrees latitude (g = 980.6199 gals.).
 KF0266
 KF0266.The modeled gravity was interpolated from observed gravity values.
 KF0266
 KF0266;                    North         East    Units  Estimated Accuracy
 KF0266;SPC KS N     -    82,230.      515,360.      MT  (+/- 180 meters Scaled)
 KF0266
 KF0266                          SUPERSEDED SURVEY CONTROL
 KF0266
 KF0266  NGVD 29 (??/??/92)  373.719  (m)         1226.11   (f) ADJ UNCH    2 0
 KF0266
 KF0266.Superseded values are not recommended for survey control.
 KF0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0266.See file dsdata.txt to determine how the superseded data were derived.
 KF0266
 KF0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ018267(NAD 83)
 KF0266_MARKER: DB = BENCH MARK DISK
 KF0266_SETTING: 66 = SET IN ROCK OUTCROP
 KF0266_SP_SET: ROCK CUT
 KF0266_STAMPING: P 342 1970
 KF0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0266+STABILITY: POSITION/ELEVATION WELL
 KF0266
 KF0266  HISTORY     - Date     Condition        Report By
 KF0266  HISTORY     - 1970     MONUMENTED       NGS
 KF0266
 KF0266                          STATION DESCRIPTION
 KF0266
 KF0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0266'10 MI E FROM JUNCTION CITY.
 KF0266'ABOUT 10.0 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0266'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0266'0.5 MILE WEST OF MC DOWELL CREEK ROAD OVERPASS NUMBER 18-08 OVER
 KF0266'THE HIGHWAY, ON THE EAST SLOPE OF A LONG HILL, ABOUT 55 FEET
 KF0266'EAST OF THE EAST END OF A ROCK CUT THAT IS 25 YARDS LONG AND 4
 KF0266'FEET HIGH AT THE HIGHEST POINT, 49 FEET NORTH OF THE CENTER LINE
 KF0266'OF THE NORTH LANES OF THE HIGHWAY, SET IN THE TOP OF A 12- X 6-
 KF0266'FOOT EXPOSED PORTION OF THE ROCK CUT, 151 FEET WEST OF THE NORTH
 KF0266'END OF A 14-INCH TUBULAR CULVERT, 41.0 FEET SOUTH OF A METAL
 KF0266'WITNESS POST WHICH IS IN A FENCE, AND ABOUT 3 FEET BELOW THE
 KF0266'LEVEL OF THE HIGHWAY.  SEC 29, T11S, R7E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0160 ***********************************************************************
 KF0160  DESIGNATION -  P 343
 KF0160  PID         -  KF0160
 KF0160  STATE/COUNTY-  KS/WABAUNSEE
 KF0160  USGS QUAD   -  ALMA (1978)
 KF0160
 KF0160                         *CURRENT SURVEY CONTROL
 KF0160  ___________________________________________________________________
 KF0160* NAD 83(1986)-  39 03 54.     (N)    096 19 55.     (W)     SCALED    
 KF0160* NAVD 88     -       379.338  (meters)    1244.54   (feet)  ADJUSTED  
 KF0160  ___________________________________________________________________
 KF0160  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 KF0160  DYNAMIC HT  -         379.082 (meters)    1243.70  (feet)  COMP
 KF0160  MODELED GRAV-     979,944.1   (mgal)                       NAVD 88
 KF0160
 KF0160  VERT ORDER  -  SECOND    CLASS 0
 KF0160
 KF0160.The horizontal coordinates were scaled from a topographic map and have
 KF0160.an estimated accuracy of +/- 6 seconds.
 KF0160
 KF0160.The orthometric height was determined by differential leveling
 KF0160.and adjusted by the National Geodetic Survey in June 1991..
 KF0160
 KF0160.The geoid height was determined by GEOID03.
 KF0160
 KF0160.The dynamic height is computed by dividing the NAVD 88
 KF0160.geopotential number by the normal gravity value computed on the
 KF0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0160.degrees latitude (g = 980.6199 gals.).
 KF0160
 KF0160.The modeled gravity was interpolated from observed gravity values.
 KF0160
 KF0160;                    North         East    Units  Estimated Accuracy
 KF0160;SPC KS N     -    82,550.      544,350.      MT  (+/- 180 meters Scaled)
 KF0160
 KF0160                          SUPERSEDED SURVEY CONTROL
 KF0160
 KF0160  NGVD 29 (??/??/92)  379.202  (m)         1244.10   (f) ADJ UNCH    2 0
 KF0160
 KF0160.Superseded values are not recommended for survey control.
 KF0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0160.See file dsdata.txt to determine how the superseded data were derived.
 KF0160
 KF0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ308273(NAD 83)
 KF0160_MARKER: DB = BENCH MARK DISK
 KF0160_SETTING: 66 = SET IN ROCK OUTCROP
 KF0160_SP_SET: ROCK CUT
 KF0160_STAMPING: P 343 1970
 KF0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0160+STABILITY: POSITION/ELEVATION WELL
 KF0160
 KF0160  HISTORY     - Date     Condition        Report By
 KF0160  HISTORY     - 1970     MONUMENTED       NGS
 KF0160
 KF0160                          STATION DESCRIPTION
 KF0160
 KF0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0160'2.3 MI W FROM ALMA.
 KF0160'ABOUT 2.3 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0160'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ABOUT 75 YARDS
 KF0160'EAST OF THE WEST END OF A SHALE ROCK CUT THAT IS ABOUT 0.1
 KF0160'MILE LONG AND 8 FEET HIGH, 42.8 FEET SOUTH OF THE CENTER LINE
 KF0160'OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP OF A 3 X 1/2-FOOT
 KF0160'ROCK LEDGE THAT PROJECTS FROM THE BASE OF THE CUT, 1 FOOT
 KF0160'SOUTHWEST OF THE NORTHEAST CORNER OF THE LEDGE, 3.2 FEET
 KF0160'SOUTHEAST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE
 KF0160'HIGHWAY.  SECTION 29, T 11S, R 10E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0182 ***********************************************************************
 KF0182  DESIGNATION -  P 344
 KF0182  PID         -  KF0182
 KF0182  STATE/COUNTY-  KS/WABAUNSEE
 KF0182  USGS QUAD   -  MC FARLAND (1978)
 KF0182
 KF0182                         *CURRENT SURVEY CONTROL
 KF0182  ___________________________________________________________________
 KF0182* NAD 83(1986)-  39 03 29.     (N)    096 08 52.     (W)     SCALED    
 KF0182* NAVD 88     -       302.230  (meters)     991.57   (feet)  ADJUSTED  
 KF0182  ___________________________________________________________________
 KF0182  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 KF0182  DYNAMIC HT  -         302.028 (meters)     990.90  (feet)  COMP
 KF0182  MODELED GRAV-     979,953.2   (mgal)                       NAVD 88
 KF0182
 KF0182  VERT ORDER  -  SECOND    CLASS 0
 KF0182
 KF0182.The horizontal coordinates were scaled from a topographic map and have
 KF0182.an estimated accuracy of +/- 6 seconds.
 KF0182
 KF0182.The orthometric height was determined by differential leveling
 KF0182.and adjusted by the National Geodetic Survey in June 1991..
 KF0182
 KF0182.The geoid height was determined by GEOID03.
 KF0182
 KF0182.The dynamic height is computed by dividing the NAVD 88
 KF0182.geopotential number by the normal gravity value computed on the
 KF0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0182.degrees latitude (g = 980.6199 gals.).
 KF0182
 KF0182.The modeled gravity was interpolated from observed gravity values.
 KF0182
 KF0182;                    North         East    Units  Estimated Accuracy
 KF0182;SPC KS N     -    82,090.      560,300.      MT  (+/- 180 meters Scaled)
 KF0182
 KF0182                          SUPERSEDED SURVEY CONTROL
 KF0182
 KF0182  NGVD 29 (??/??/92)  302.090  (m)          991.11   (f) ADJ UNCH    2 0
 KF0182
 KF0182.Superseded values are not recommended for survey control.
 KF0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0182.See file dsdata.txt to determine how the superseded data were derived.
 KF0182
 KF0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ467270(NAD 83)
 KF0182_MARKER: DB = BENCH MARK DISK
 KF0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0182_SP_SET: BRIDGE
 KF0182_STAMPING: P 344 1970
 KF0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0182
 KF0182  HISTORY     - Date     Condition        Report By
 KF0182  HISTORY     - 1970     MONUMENTED       NGS
 KF0182
 KF0182                          STATION DESCRIPTION
 KF0182
 KF0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0182'7.7 MI E FROM ALMA.
 KF0182'ABOUT 7.7 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0182'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ABOUT 0.1 MILE
 KF0182'EAST OF SNOKOMO ROAD OVERPASS OVER INTERSTATE HIGHWAY 70, 20.8
 KF0182'FEET SOUTH OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY,
 KF0182'IN TOP OF THE CONCRETE BASE FOR THE WING WALL AT THE SOUTHWEST
 KF0182'CORNER OF THE WESTBOUND LANE OF THE HIGHWAY BRIDGE OVER SNOKOMO
 KF0182'CREEK, 3.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE WING WALL,
 KF0182'AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 36, T 11S, R 11E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0918 ***********************************************************************
 KE0918  DESIGNATION -  P 345
 KE0918  PID         -  KE0918
 KE0918  STATE/COUNTY-  KS/SHAWNEE
 KE0918  USGS QUAD   -  TOPEKA (1983)
 KE0918
 KE0918                         *CURRENT SURVEY CONTROL
 KE0918  ___________________________________________________________________
 KE0918* NAD 83(1986)-  39 03 20.     (N)    095 45 00.     (W)     SCALED    
 KE0918* NAVD 88     -       290.428  (meters)     952.85   (feet)  ADJUSTED  
 KE0918  ___________________________________________________________________
 KE0918  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KE0918  DYNAMIC HT  -         290.239 (meters)     952.23  (feet)  COMP
 KE0918  MODELED GRAV-     979,970.2   (mgal)                       NAVD 88
 KE0918
 KE0918  VERT ORDER  -  SECOND    CLASS 0
 KE0918
 KE0918.The horizontal coordinates were scaled from a topographic map and have
 KE0918.an estimated accuracy of +/- 6 seconds.
 KE0918
 KE0918.The orthometric height was determined by differential leveling
 KE0918.and adjusted by the National Geodetic Survey in June 1991..
 KE0918
 KE0918.The geoid height was determined by GEOID03.
 KE0918
 KE0918.The dynamic height is computed by dividing the NAVD 88
 KE0918.geopotential number by the normal gravity value computed on the
 KE0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0918.degrees latitude (g = 980.6199 gals.).
 KE0918
 KE0918.The modeled gravity was interpolated from observed gravity values.
 KE0918
 KE0918;                    North         East    Units  Estimated Accuracy
 KE0918;SPC KS N     -    82,590.      594,730.      MT  (+/- 180 meters Scaled)
 KE0918
 KE0918                          SUPERSEDED SURVEY CONTROL
 KE0918
 KE0918  NGVD 29 (??/??/92)  290.295  (m)          952.41   (f) ADJ UNCH    2 0
 KE0918
 KE0918.Superseded values are not recommended for survey control.
 KE0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0918.See file dsdata.txt to determine how the superseded data were derived.
 KE0918
 KE0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD620265(NAD 83)
 KE0918_MARKER: DB = BENCH MARK DISK
 KE0918_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0918_SP_SET: CULVERT
 KE0918_STAMPING: P 345 1970
 KE0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0918
 KE0918  HISTORY     - Date     Condition        Report By
 KE0918  HISTORY     - 1970     MONUMENTED       NGS
 KE0918
 KE0918                          STATION DESCRIPTION
 KE0918
 KE0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0918'4.6 MI W FROM TOPEKA.
 KE0918'ABOUT 4.6 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0918'OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 0.55 MILE EAST OF THE
 KE0918'HIGHWAY UNDERPASS FOR WANAMAKER ROAD, ON THE OUTSIDE AND NEAR
 KE0918'THE CENTER OF A LONG CURVE IN THE HIGHWAY, 31 1/2 FEET SOUTH OF
 KE0918'THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE
 KE0918'TOP AND 1.0 FOOT EAST OF THE WEST END OF THE SOUTH HEADWALL OF
 KE0918'AN 8-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND ABOUT 2
 KE0918'FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 33, T 11S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0795 ***********************************************************************
 KE0795  DESIGNATION -  P 346
 KE0795  PID         -  KE0795
 KE0795  STATE/COUNTY-  KS/SHAWNEE
 KE0795  USGS QUAD   -  ROSSVILLE (1982)
 KE0795
 KE0795                         *CURRENT SURVEY CONTROL
 KE0795  ___________________________________________________________________
 KE0795* NAD 83(1986)-  39 08 02.     (N)    095 56 50.     (W)     SCALED    
 KE0795* NAVD 88     -       282.674  (meters)     927.41   (feet)  ADJUSTED  
 KE0795  ___________________________________________________________________
 KE0795  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 KE0795  DYNAMIC HT  -         282.493 (meters)     926.81  (feet)  COMP
 KE0795  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 KE0795
 KE0795  VERT ORDER  -  FIRST     CLASS II
 KE0795
 KE0795.The horizontal coordinates were scaled from a topographic map and have
 KE0795.an estimated accuracy of +/- 6 seconds.
 KE0795
 KE0795.The orthometric height was determined by differential leveling
 KE0795.and adjusted by the National Geodetic Survey in June 1991..
 KE0795
 KE0795.The geoid height was determined by GEOID03.
 KE0795
 KE0795.The dynamic height is computed by dividing the NAVD 88
 KE0795.geopotential number by the normal gravity value computed on the
 KE0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0795.degrees latitude (g = 980.6199 gals.).
 KE0795
 KE0795.The modeled gravity was interpolated from observed gravity values.
 KE0795
 KE0795;                    North         East    Units  Estimated Accuracy
 KE0795;SPC KS N     -    90,880.      577,470.      MT  (+/- 180 meters Scaled)
 KE0795
 KE0795                          SUPERSEDED SURVEY CONTROL
 KE0795
 KE0795  NGVD 29 (??/??/92)  282.521  (m)          926.90   (f) ADJ UNCH    1 2
 KE0795
 KE0795.Superseded values are not recommended for survey control.
 KE0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0795.See file dsdata.txt to determine how the superseded data were derived.
 KE0795
 KE0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD452357(NAD 83)
 KE0795_MARKER: DB = BENCH MARK DISK
 KE0795_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KE0795_SP_SET: COPPER-CLAD STEEL ROD
 KE0795_STAMPING: P 346 1970
 KE0795_MARK LOGO: NGS   
 KE0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0795
 KE0795  HISTORY     - Date     Condition        Report By
 KE0795  HISTORY     - 1970     MONUMENTED       NGS
 KE0795  HISTORY     - 1986     POOR             NGS
 KE0795  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KE0795
 KE0795                          STATION DESCRIPTION
 KE0795
 KE0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0795'AT ROSSVILLE.
 KE0795'ABOUT 0.25 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD
 KE0795'FROM THE STATION AT ROSSVILLE, 131 FEET EAST OF THE CENTER OF
 KE0795'THE CROSSING OF THE MAIN TRACK AND ANDERSON STREET, 37 1/2 FEET
 KE0795'NORTHEAST OF THE NORTHEAST RAIL, 32.7 FEET WEST OF THE SOUTH
 KE0795'CORNER OF THE CONCRETE FOUNDATION FOR A LARGE ROUND-TOP METAL
 KE0795'BUILDING, 3 FEET NORTHWEST OF A TELEGRAPH POLE, IN LINE WITH A
 KE0795'ROW OF TELEGRAPH POLES, 0.7 FOOT SOUTHWEST OF A METAL WITNESS
 KE0795'POST, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 5/8-INCH
 KE0795'COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT 77 1/2 FEET AND
 KE0795'IS ENCASED IN A 4-INCH METAL PILE THAT PROJECTS 0.4 FOOT.  SECTION
 KE0795'34, T 10S, R 13E
 KE0795
 KE0795                          STATION RECOVERY (1986)
 KE0795
 KE0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0795'MARK RECOVERED IN POOR CONDITION.
 KE0795
 KE0795                          STATION RECOVERY (2005)
 KE0795
 KE0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KE0795'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0760 ***********************************************************************
 JF0760  DESIGNATION -  P 347
 JF0760  PID         -  JF0760
 JF0760  STATE/COUNTY-  KS/HARVEY
 JF0760  USGS QUAD   -  HESSTON (1978)
 JF0760
 JF0760                         *CURRENT SURVEY CONTROL
 JF0760  ___________________________________________________________________
 JF0760* NAD 83(1986)-  38 09 11.     (N)    097 25 38.     (W)     SCALED    
 JF0760* NAVD 88     -       453.726  (meters)    1488.60   (feet)  ADJUSTED  
 JF0760  ___________________________________________________________________
 JF0760  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 JF0760  DYNAMIC HT  -         453.379 (meters)    1487.46  (feet)  COMP
 JF0760  MODELED GRAV-     979,849.3   (mgal)                       NAVD 88
 JF0760
 JF0760  VERT ORDER  -  SECOND    CLASS 0
 JF0760
 JF0760.The horizontal coordinates were scaled from a topographic map and have
 JF0760.an estimated accuracy of +/- 6 seconds.
 JF0760
 JF0760.The orthometric height was determined by differential leveling
 JF0760.and adjusted by the National Geodetic Survey in June 1991..
 JF0760
 JF0760.The geoid height was determined by GEOID03.
 JF0760
 JF0760.The dynamic height is computed by dividing the NAVD 88
 JF0760.geopotential number by the normal gravity value computed on the
 JF0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0760.degrees latitude (g = 980.6199 gals.).
 JF0760
 JF0760.The modeled gravity was interpolated from observed gravity values.
 JF0760
 JF0760;                    North         East    Units  Estimated Accuracy
 JF0760;SPC KS S     -   565,510.      494,020.      MT  (+/- 180 meters Scaled)
 JF0760
 JF0760                          SUPERSEDED SURVEY CONTROL
 JF0760
 JF0760  NGVD 29 (??/??/92)  453.564  (m)         1488.07   (f) ADJ UNCH    2 0
 JF0760
 JF0760.Superseded values are not recommended for survey control.
 JF0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0760.See file dsdata.txt to determine how the superseded data were derived.
 JF0760
 JF0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH378239(NAD 83)
 JF0760_MARKER: DB = BENCH MARK DISK
 JF0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0760_STAMPING: P 347 1972
 JF0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0760+STABILITY: SURFACE MOTION
 JF0760
 JF0760  HISTORY     - Date     Condition        Report By
 JF0760  HISTORY     - 1972     MONUMENTED       NGS
 JF0760
 JF0760                          STATION DESCRIPTION
 JF0760
 JF0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0760'8.8 MI NW FROM NEWTON.
 JF0760'ABOUT 8.8 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM THE
 JF0760'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, SET IN THE MEDIAN OF
 JF0760'INTERSTATE 35 W UNDER BRIDGE NUMBER 19.00, 39.0 FEET WEST-SOUTHWEST
 JF0760'OF THE CENTER LINE OF THE NORTH BOUND LANE, 24.5 FEET EAST-NORTHEAST
 JF0760'OF THE SOUTH BOUND LANE, 8.0 FEET SOUTH-SOUTHEAST OF THE NORTH
 JF0760'PILLAR OF THE BRIDGE, AND ABOUT 2.0 FEET BELOW THE LEVEL OF THE
 JF0760'NORTH BOUND LANE OF THE HIGHWAY SET IN THE TOP OF A CONCRETE POST
 JF0760'FLUSH WITH THE GROUND.  SECTION 9, T 22 S, R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0611 ***********************************************************************
 HG0611  DESIGNATION -  P 35
 HG0611  PID         -  HG0611
 HG0611  STATE/COUNTY-  KS/KIOWA
 HG0611  USGS QUAD   -  GREENSBURG (1969)
 HG0611
 HG0611                         *CURRENT SURVEY CONTROL
 HG0611  ___________________________________________________________________
 HG0611* NAD 83(1986)-  37 36 34.     (N)    099 15 22.     (W)     SCALED    
 HG0611* NAVD 88     -       672.829  (meters)    2207.44   (feet)  ADJUSTED  
 HG0611  ___________________________________________________________________
 HG0611  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 HG0611  DYNAMIC HT  -         672.250 (meters)    2205.54  (feet)  COMP
 HG0611  MODELED GRAV-     979,748.1   (mgal)                       NAVD 88
 HG0611
 HG0611  VERT ORDER  -  FIRST     CLASS II
 HG0611
 HG0611.The horizontal coordinates were scaled from a topographic map and have
 HG0611.an estimated accuracy of +/- 6 seconds.
 HG0611
 HG0611.The orthometric height was determined by differential leveling
 HG0611.and adjusted by the National Geodetic Survey in June 1991..
 HG0611
 HG0611.The geoid height was determined by GEOID03.
 HG0611
 HG0611.The dynamic height is computed by dividing the NAVD 88
 HG0611.geopotential number by the normal gravity value computed on the
 HG0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0611.degrees latitude (g = 980.6199 gals.).
 HG0611
 HG0611.The modeled gravity was interpolated from observed gravity values.
 HG0611
 HG0611;                    North         East    Units  Estimated Accuracy
 HG0611;SPC KS S     -   504,900.      333,240.      MT  (+/- 180 meters Scaled)
 HG0611
 HG0611                          SUPERSEDED SURVEY CONTROL
 HG0611
 HG0611  NGVD 29 (??/??/92)  672.532  (m)         2206.47   (f) ADJ UNCH    1 2
 HG0611
 HG0611.Superseded values are not recommended for survey control.
 HG0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0611.See file dsdata.txt to determine how the superseded data were derived.
 HG0611
 HG0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG773625(NAD 83)
 HG0611_MARKER: DB = BENCH MARK DISK
 HG0611_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HG0611_SP_SET: BRIDGE ABUTMENT
 HG0611_STAMPING: P 35 1934
 HG0611_MARK LOGO: CGS   
 HG0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0611
 HG0611  HISTORY     - Date     Condition        Report By
 HG0611  HISTORY     - 1934     MONUMENTED       CGS
 HG0611  HISTORY     - 1986     GOOD             NGS
 HG0611  HISTORY     - 1988     GOOD             USPSQD
 HG0611
 HG0611                          STATION DESCRIPTION
 HG0611
 HG0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0611'2.4 MI E FROM GREENSBURG.
 HG0611'ABOUT 2.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0611'RAILWAY FROM THE STATION AT GREENSBURG, KIOWA COUNTY, AT MILEAGE
 HG0611'326.6, AT BRIDGE 3266, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 HG0611'EAST ABUTMENT, AND 8 FEET SOUTH OF THE CENTER LINE OF THE TRACK.
 HG0611'A STANDARD DISK, STAMPED P 35 1934.
 HG0611
 HG0611                          STATION RECOVERY (1986)
 HG0611
 HG0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0611'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.3 KM (2.05
 HG0611'MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN STREET AT
 HG0611'GREENSBURG, IN TOP OF AND 0.3 METER (1 FT) NORTH OF THE SOUTH END OF
 HG0611'THE EAST ABUTMENT FOR THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 HG0611'BRIDGE OVER RATTLESNAKE CREEK, 90.2 METERS (296 FT) NORTH OF THE
 HG0611'HIGHWAY CENTERLINE, 1.5 METERS (5 FT) SOUTH OF THE SOUTH RAIL AND 0.3
 HG0611'METER (1 FT) BELOW THE TRACKS.
 HG0611'THE MARK IS 2.4 M ABOVE THE HIGHWAY.
 HG0611
 HG0611                          STATION RECOVERY (1988)
 HG0611
 HG0611'RECOVERY NOTE BY US POWER SQUADRON 1988 (DRL)
 HG0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0623 ***********************************************************************
 HH0623  DESIGNATION -  P 352
 HH0623  PID         -  HH0623
 HH0623  STATE/COUNTY-  KS/GRAY
 HH0623  USGS QUAD   -  CHARLESTON (1968)
 HH0623
 HH0623                         *CURRENT SURVEY CONTROL
 HH0623  ___________________________________________________________________
 HH0623* NAD 83(1986)-  37 50 55.     (N)    100 30 07.     (W)     SCALED    
 HH0623* NAVD 88     -       817.006  (meters)    2680.46   (feet)  ADJUSTED  
 HH0623  ___________________________________________________________________
 HH0623  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 HH0623  DYNAMIC HT  -         816.290 (meters)    2678.11  (feet)  COMP
 HH0623  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 HH0623
 HH0623  VERT ORDER  -  FIRST     CLASS II
 HH0623
 HH0623.The horizontal coordinates were scaled from a topographic map and have
 HH0623.an estimated accuracy of +/- 6 seconds.
 HH0623
 HH0623.The orthometric height was determined by differential leveling
 HH0623.and adjusted by the National Geodetic Survey in June 1991..
 HH0623
 HH0623.The geoid height was determined by GEOID03.
 HH0623
 HH0623.The dynamic height is computed by dividing the NAVD 88
 HH0623.geopotential number by the normal gravity value computed on the
 HH0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0623.degrees latitude (g = 980.6199 gals.).
 HH0623
 HH0623.The modeled gravity was interpolated from observed gravity values.
 HH0623
 HH0623;                    North         East    Units  Estimated Accuracy
 HH0623;SPC KS S     -   533,070.      223,830.      MT  (+/- 180 meters Scaled)
 HH0623
 HH0623                          SUPERSEDED SURVEY CONTROL
 HH0623
 HH0623.No superseded survey control is available for this station.
 HH0623
 HH0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG678900(NAD 83)
 HH0623_MARKER: I = METAL ROD
 HH0623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0623_SP_SET: STAINLESS STEEL ROD
 HH0623_STAMPING: P 352 1986
 HH0623_MARK LOGO: NGS   
 HH0623_PROJECTION: FLUSH
 HH0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0623_ROD/PIPE-DEPTH: 11.0 meters
 HH0623
 HH0623  HISTORY     - Date     Condition        Report By
 HH0623  HISTORY     - 1986     MONUMENTED       NGS
 HH0623
 HH0623                          STATION DESCRIPTION
 HH0623
 HH0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0623'4.8 KM (3.0 MI) NW FROM INGALLS.
 HH0623'4.85 KM (3.0 MI) NORTHWEST ALONG A BLADED ROAD FROM THE JUNCTION OF
 HH0623'MAIN STREET IN INGALLS, NEAR THE CROSSING OF THE ATCHISON, TOPEKA AND
 HH0623'SANTA FE RAILROAD, 52.7 METERS (173 FT) NORTHEAST ACROSS THE TRACKS
 HH0623'FROM THE CENTER OF THE ROAD, 78.3 METERS (257 FT) SOUTHEAST OF THE
 HH0623'CENTER OF THE ROAD AFTER CROSSING THE TRACKS, 17.6 METERS (58 FT)
 HH0623'NORTHEAST OF THE NORTHEAST RAIL, 14.7 METERS (48.5 FT) SOUTHWEST OF
 HH0623'THE CENTER OF A ROAD PARALLELING THE NORTHEAST SIDE OF THE TRACKS AND
 HH0623'11.6 METERS (38 FT) NORTHWEST OF A T JUNCTION POWER POLE.
 HH0623'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0623'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 HH0623'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0640 ***********************************************************************
 HG0640  DESIGNATION -  P 353
 HG0640  PID         -  HG0640
 HG0640  STATE/COUNTY-  KS/FORD
 HG0640  USGS QUAD   -  FORT DODGE (1978)
 HG0640
 HG0640                         *CURRENT SURVEY CONTROL
 HG0640  ___________________________________________________________________
 HG0640* NAD 83(1986)-  37 44 00.     (N)    099 56 14.     (W)     SCALED    
 HG0640* NAVD 88     -       753.343  (meters)    2471.59   (feet)  ADJUSTED  
 HG0640  ___________________________________________________________________
 HG0640  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HG0640  DYNAMIC HT  -         752.685 (meters)    2469.43  (feet)  COMP
 HG0640  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 HG0640
 HG0640  VERT ORDER  -  FIRST     CLASS II
 HG0640
 HG0640.The horizontal coordinates were scaled from a topographic map and have
 HG0640.an estimated accuracy of +/- 6 seconds.
 HG0640
 HG0640.The orthometric height was determined by differential leveling
 HG0640.and adjusted by the National Geodetic Survey in June 1991..
 HG0640
 HG0640.The geoid height was determined by GEOID03.
 HG0640
 HG0640.The dynamic height is computed by dividing the NAVD 88
 HG0640.geopotential number by the normal gravity value computed on the
 HG0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0640.degrees latitude (g = 980.6199 gals.).
 HG0640
 HG0640.The modeled gravity was interpolated from observed gravity values.
 HG0640
 HG0640;                    North         East    Units  Estimated Accuracy
 HG0640;SPC KS S     -   519,360.      273,320.      MT  (+/- 180 meters Scaled)
 HG0640
 HG0640                          SUPERSEDED SURVEY CONTROL
 HG0640
 HG0640.No superseded survey control is available for this station.
 HG0640
 HG0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG174766(NAD 83)
 HG0640_MARKER: I = METAL ROD
 HG0640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0640_SP_SET: STAINLESS STEEL ROD
 HG0640_STAMPING: P 353 1986
 HG0640_MARK LOGO: NGS   
 HG0640_PROJECTION: FLUSH
 HG0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0640_ROD/PIPE-DEPTH: 13.4 meters
 HG0640
 HG0640  HISTORY     - Date     Condition        Report By
 HG0640  HISTORY     - 1986     MONUMENTED       NGS
 HG0640
 HG0640                          STATION DESCRIPTION
 HG0640
 HG0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0640'IN FORT DODGE.
 HG0640'IN FORT DODGE, AT THE NORTH CORNER OF GRANT HALL, 24.1 METERS (79 FT)
 HG0640'SOUTHWEST OF THE HIGHWAY CENTERLINE, 25.3 METERS (83 FT) NORTHWEST OF
 HG0640'THE CENTER OF THE ENTRANCE AND 0.3 METER (1 FT) NORTHEAST OF THE NORTH
 HG0640'CORNER OF THE HALL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0640'5-INCH LOGO CAP.
 HG0640'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0665 ***********************************************************************
 HG0665  DESIGNATION -  P 354
 HG0665  PID         -  HG0665
 HG0665  STATE/COUNTY-  KS/KIOWA
 HG0665  USGS QUAD   -  MULLINVILLE (1969)
 HG0665
 HG0665                         *CURRENT SURVEY CONTROL
 HG0665  ___________________________________________________________________
 HG0665* NAD 83(1986)-  37 34 57.     (N)    099 28 37.     (W)     SCALED    
 HG0665* NAVD 88     -       712.175  (meters)    2336.53   (feet)  ADJUSTED  
 HG0665  ___________________________________________________________________
 HG0665  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 HG0665  DYNAMIC HT  -         711.554 (meters)    2334.49  (feet)  COMP
 HG0665  MODELED GRAV-     979,735.0   (mgal)                       NAVD 88
 HG0665
 HG0665  VERT ORDER  -  FIRST     CLASS II
 HG0665
 HG0665.The horizontal coordinates were scaled from a topographic map and have
 HG0665.an estimated accuracy of +/- 6 seconds.
 HG0665
 HG0665.The orthometric height was determined by differential leveling
 HG0665.and adjusted by the National Geodetic Survey in June 1991..
 HG0665
 HG0665.The geoid height was determined by GEOID03.
 HG0665
 HG0665.The dynamic height is computed by dividing the NAVD 88
 HG0665.geopotential number by the normal gravity value computed on the
 HG0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0665.degrees latitude (g = 980.6199 gals.).
 HG0665
 HG0665.The modeled gravity was interpolated from observed gravity values.
 HG0665
 HG0665;                    North         East    Units  Estimated Accuracy
 HG0665;SPC KS S     -   502,100.      313,710.      MT  (+/- 180 meters Scaled)
 HG0665
 HG0665                          SUPERSEDED SURVEY CONTROL
 HG0665
 HG0665.No superseded survey control is available for this station.
 HG0665
 HG0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG578596(NAD 83)
 HG0665_MARKER: DB = BENCH MARK DISK
 HG0665_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HG0665_SP_SET: GRAIN ELEVATOR
 HG0665_STAMPING: P 354 1986
 HG0665_MARK LOGO: NGS   
 HG0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0665+STABILITY: POSITION/ELEVATION WELL
 HG0665
 HG0665  HISTORY     - Date     Condition        Report By
 HG0665  HISTORY     - 1986     MONUMENTED       NGS
 HG0665
 HG0665                          STATION DESCRIPTION
 HG0665
 HG0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0665'0.5 KM (0.3 MI) WEST FROM MULLINVILLE.
 HG0665'0.35 KM (0.2 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 HG0665'MULLINVILLE, THENCE 0.15 KM (0.1 MI) WEST ALONG THE CHICAGO, ROCK
 HG0665'ISLAND AND PACIFIC RAILROAD, VERTICALLY, IN THE SOUTHWEST CORNER OF
 HG0665'THE WEST ENTRY WAY INTO THE WESTERN MOST GRAIN ELEVATOR, 18.3 METERS
 HG0665'(60 FT) NORTH OF THE NORTH RAIL OF THE MAIN TRACKS, 5.2 METERS (17 FT)
 HG0665'NORTH OF THE NORTH RAIL OF A SIDE TRACK AND 1.2 METERS (4 FT) ABOVE
 HG0665'THE GROUND.
 HG0665'THE MARK IS ABOVE LEVEL WITH THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0765 ***********************************************************************
 HG0765  DESIGNATION -  P 355
 HG0765  PID         -  HG0765
 HG0765  STATE/COUNTY-  KS/HARPER
 HG0765  USGS QUAD   -  HARPER (1973)
 HG0765
 HG0765                         *CURRENT SURVEY CONTROL
 HG0765  ___________________________________________________________________
 HG0765* NAD 83(1986)-  37 15 40.     (N)    098 02 22.     (W)     SCALED    
 HG0765* NAVD 88     -       434.006  (meters)    1423.90   (feet)  ADJUSTED  
 HG0765  ___________________________________________________________________
 HG0765  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HG0765  DYNAMIC HT  -         433.643 (meters)    1422.71  (feet)  COMP
 HG0765  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 HG0765
 HG0765  VERT ORDER  -  FIRST     CLASS II
 HG0765
 HG0765.The horizontal coordinates were scaled from a topographic map and have
 HG0765.an estimated accuracy of +/- 6 seconds.
 HG0765
 HG0765.The orthometric height was determined by differential leveling
 HG0765.and adjusted by the National Geodetic Survey in June 1991..
 HG0765
 HG0765.The geoid height was determined by GEOID03.
 HG0765
 HG0765.The dynamic height is computed by dividing the NAVD 88
 HG0765.geopotential number by the normal gravity value computed on the
 HG0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0765.degrees latitude (g = 980.6199 gals.).
 HG0765
 HG0765.The modeled gravity was interpolated from observed gravity values.
 HG0765
 HG0765;                    North         East    Units  Estimated Accuracy
 HG0765;SPC KS S     -   466,080.      440,850.      MT  (+/- 180 meters Scaled)
 HG0765
 HG0765                          SUPERSEDED SURVEY CONTROL
 HG0765
 HG0765.No superseded survey control is available for this station.
 HG0765
 HG0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG851242(NAD 83)
 HG0765_MARKER: I = METAL ROD
 HG0765_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0765_SP_SET: STAINLESS STEEL ROD
 HG0765_STAMPING: P 355 1986
 HG0765_MARK LOGO: NGS   
 HG0765_PROJECTION: FLUSH
 HG0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0765_ROD/PIPE-DEPTH: 11.0 meters
 HG0765
 HG0765  HISTORY     - Date     Condition        Report By
 HG0765  HISTORY     - 1986     MONUMENTED       NGS
 HG0765
 HG0765                          STATION DESCRIPTION
 HG0765
 HG0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0765'4.4 KM (2.75 MI) SOUTH FROM HARPER.
 HG0765'0.24 KM (0.15 MI) SOUTH ALONG CENTRAL STREET FROM THE POST OFFICE IN
 HG0765'HARPER, THENCE 1.3 KM (0.8 MI) WEST ALONG MAIN STREET, THENCE 2.9 KM
 HG0765'(1.8 MI) SOUTH ALONG STATE HIGHWAY 14, ALSO 12.3 KM (7.6 MI) NORTH OF
 HG0765'ANTHONY, AT A 1/2 MILE SECTION LINE, SET BETWEEN TWO WITNESS POSTS,
 HG0765'23.8 METERS (78 FT) EAST OF THE HIGHWAY CENTERLINE, 16.1 METERS (53
 HG0765'FT) EAST OF THE SOUTH END OF A 6-FOOT BOX CULVERT, 0.91 METER (2 FT)
 HG0765'EAST OF A CONCRETE RIGHT OF WAY POST AND 0.91 METER (3 FT) WEST OF A
 HG0765'CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 HG0765'THROUGH A 5-INCH LOGO CAP.
 HG0765'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HG0765'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0689 ***********************************************************************
 HG0689  DESIGNATION -  P 357
 HG0689  PID         -  HG0689
 HG0689  STATE/COUNTY-  KS/PRATT
 HG0689  USGS QUAD   -  CULLISON (1968)
 HG0689
 HG0689                         *CURRENT SURVEY CONTROL
 HG0689  ___________________________________________________________________
 HG0689* NAD 83(1986)-  37 37 59.     (N)    098 54 04.     (W)     SCALED    
 HG0689* NAVD 88     -       622.460  (meters)    2042.19   (feet)  ADJUSTED  
 HG0689  ___________________________________________________________________
 HG0689  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 HG0689  DYNAMIC HT  -         621.933 (meters)    2040.46  (feet)  COMP
 HG0689  MODELED GRAV-     979,764.2   (mgal)                       NAVD 88
 HG0689
 HG0689  VERT ORDER  -  FIRST     CLASS II
 HG0689
 HG0689.The horizontal coordinates were scaled from a topographic map and have
 HG0689.an estimated accuracy of +/- 6 seconds.
 HG0689
 HG0689.The orthometric height was determined by differential leveling
 HG0689.and adjusted by the National Geodetic Survey in June 1991..
 HG0689
 HG0689.The geoid height was determined by GEOID03.
 HG0689
 HG0689.The dynamic height is computed by dividing the NAVD 88
 HG0689.geopotential number by the normal gravity value computed on the
 HG0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0689.degrees latitude (g = 980.6199 gals.).
 HG0689
 HG0689.The modeled gravity was interpolated from observed gravity values.
 HG0689
 HG0689;                    North         East    Units  Estimated Accuracy
 HG0689;SPC KS S     -   507,330.      364,600.      MT  (+/- 180 meters Scaled)
 HG0689
 HG0689                          SUPERSEDED SURVEY CONTROL
 HG0689
 HG0689.No superseded survey control is available for this station.
 HG0689
 HG0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG087651(NAD 83)
 HG0689_MARKER: DB = BENCH MARK DISK
 HG0689_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HG0689_SP_SET: GRAIN ELEVATOR
 HG0689_STAMPING: P 357 1986
 HG0689_MARK LOGO: NGS   
 HG0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0689+STABILITY: POSITION/ELEVATION WELL
 HG0689
 HG0689  HISTORY     - Date     Condition        Report By
 HG0689  HISTORY     - 1986     MONUMENTED       NGS
 HG0689
 HG0689                          STATION DESCRIPTION
 HG0689
 HG0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0689'14.4 KM (8.95 MI) WEST FROM PRATT.
 HG0689'14.4 KM (9.0 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US
 HG0689'HIGHWAY 281 AT PRATT, VERTICALLY, IN THE WEST FACE OF THE WESTERN MOST
 HG0689'CULLISON CO-OP GRAIN ELEVATOR, 0.3 KM (0.2 MI) EAST OF MILEPOST 129,
 HG0689'52.9 METERS (173.5 FT) NORTH OF THE HIGHWAY CENTERLINE, 84.4 METERS
 HG0689'(277 FT) SOUTHEAST OF BENCH MARK Z 35 AND 1.0 METER (3.5 FT) SOUTH OF
 HG0689'THE CENTER OF A PEDESTRIAN DOORWAY.
 HG0689'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0443 ***********************************************************************
 JH0443  DESIGNATION -  P 358
 JH0443  PID         -  JH0443
 JH0443  STATE/COUNTY-  KS/SCOTT
 JH0443  USGS QUAD   -  SHALLOW WATER (1976)
 JH0443
 JH0443                         *CURRENT SURVEY CONTROL
 JH0443  ___________________________________________________________________
 JH0443* NAD 83(1986)-  38 17 41.     (N)    100 54 18.     (W)     SCALED    
 JH0443* NAVD 88     -       892.955  (meters)    2929.64   (feet)  ADJUSTED  
 JH0443  ___________________________________________________________________
 JH0443  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 JH0443  DYNAMIC HT  -         892.196 (meters)    2927.15  (feet)  COMP
 JH0443  MODELED GRAV-     979,748.4   (mgal)                       NAVD 88
 JH0443
 JH0443  VERT ORDER  -  FIRST     CLASS II
 JH0443
 JH0443.The horizontal coordinates were scaled from a topographic map and have
 JH0443.an estimated accuracy of +/- 6 seconds.
 JH0443
 JH0443.The orthometric height was determined by differential leveling
 JH0443.and adjusted by the National Geodetic Survey in June 1991..
 JH0443
 JH0443.The geoid height was determined by GEOID03.
 JH0443
 JH0443.The dynamic height is computed by dividing the NAVD 88
 JH0443.geopotential number by the normal gravity value computed on the
 JH0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0443.degrees latitude (g = 980.6199 gals.).
 JH0443
 JH0443.The modeled gravity was interpolated from observed gravity values.
 JH0443
 JH0443;                    North         East    Units  Estimated Accuracy
 JH0443;SPC KS S     -   583,410.      189,640.      MT  (+/- 180 meters Scaled)
 JH0443
 JH0443                          SUPERSEDED SURVEY CONTROL
 JH0443
 JH0443.No superseded survey control is available for this station.
 JH0443
 JH0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH334402(NAD 83)
 JH0443_MARKER: I = METAL ROD
 JH0443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0443_SP_SET: STAINLESS STEEL ROD
 JH0443_STAMPING: P 358 1986
 JH0443_MARK LOGO: NGS   
 JH0443_PROJECTION: FLUSH
 JH0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0443_ROD/PIPE-DEPTH: 9.7  meters
 JH0443
 JH0443  HISTORY     - Date     Condition        Report By
 JH0443  HISTORY     - 1986     MONUMENTED       NGS
 JH0443
 JH0443                          STATION DESCRIPTION
 JH0443
 JH0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0443'21.1 KM (13.1 MI) NORTH FROM SCOTT CITY.
 JH0443'21.1 KM (13.15 MI) SOUTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0443'SCOTT CITY, IN THE NORTHEAST CORNER OF THE JUNCTION OF A DIRT ROAD,
 JH0443'0.72 KM (0.45 MI) SOUTH OF MILEPOST 94, 17.2 METERS (56.5 FT) EAST OF
 JH0443'THE HIGHWAY CENTERLINE, 87.3 METERS (286.5 FT) NORTH OF THE CENTER OF
 JH0443'THE ROAD, 1.7 METERS (5.5 FT) NORTH OF THE 2ND POWER POLE NORTH OF THE
 JH0443'JUNCTION AND 1.0 METER (3.5 FT) WEST OF A CONCRETE RIGHT OF WAY POST.
 JH0443'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0443'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0443'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0715 ***********************************************************************
 HG0715  DESIGNATION -  P 359
 HG0715  PID         -  HG0715
 HG0715  STATE/COUNTY-  KS/PRATT
 HG0715  USGS QUAD   -  CAIRO (1967)
 HG0715
 HG0715                         *CURRENT SURVEY CONTROL
 HG0715  ___________________________________________________________________
 HG0715* NAD 83(1986)-  37 38 43.     (N)    098 32 19.     (W)     SCALED    
 HG0715* NAVD 88     -       525.223  (meters)    1723.17   (feet)  ADJUSTED  
 HG0715  ___________________________________________________________________
 HG0715  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 HG0715  DYNAMIC HT  -         524.783 (meters)    1721.73  (feet)  COMP
 HG0715  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 HG0715
 HG0715  VERT ORDER  -  FIRST     CLASS II
 HG0715
 HG0715.The horizontal coordinates were scaled from a topographic map and have
 HG0715.an estimated accuracy of +/- 6 seconds.
 HG0715
 HG0715.The orthometric height was determined by differential leveling
 HG0715.and adjusted by the National Geodetic Survey in June 1991..
 HG0715
 HG0715.The geoid height was determined by GEOID03.
 HG0715
 HG0715.The dynamic height is computed by dividing the NAVD 88
 HG0715.geopotential number by the normal gravity value computed on the
 HG0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0715.degrees latitude (g = 980.6199 gals.).
 HG0715
 HG0715.The modeled gravity was interpolated from observed gravity values.
 HG0715
 HG0715;                    North         East    Units  Estimated Accuracy
 HG0715;SPC KS S     -   508,610.      396,590.      MT  (+/- 180 meters Scaled)
 HG0715
 HG0715                          SUPERSEDED SURVEY CONTROL
 HG0715
 HG0715.No superseded survey control is available for this station.
 HG0715
 HG0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG407665(NAD 83)
 HG0715_MARKER: I = METAL ROD
 HG0715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0715_SP_SET: STAINLESS STEEL ROD
 HG0715_STAMPING: P 359 1986
 HG0715_MARK LOGO: NGS   
 HG0715_PROJECTION: FLUSH
 HG0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0715_ROD/PIPE-DEPTH: 12.2 meters
 HG0715
 HG0715  HISTORY     - Date     Condition        Report By
 HG0715  HISTORY     - 1986     MONUMENTED       NGS
 HG0715
 HG0715                          STATION DESCRIPTION
 HG0715
 HG0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0715'9.5 KM (5.9 MI) WEST FROM CUNNINGHAM.
 HG0715'9.55 KM (5.96 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF COUNTY
 HG0715'ROAD 359 AT CUNNINGHAM, IN THE SOUTHWEST CORNER OF THE JUNCTION OF A
 HG0715'GRAVEL ROAD, 0.22 KM (0.14 MI) EAST OF MILEPOST 149, 18.4 METERS (60.5
 HG0715'FT) SOUTH OF THE HIGHWAY CENTERLINE, 11.5 KM (38 FT) EAST OF A POWER
 HG0715'POLE WITH 4 GUY WIRES, 10.9 METERS (36 FT) WEST OF THE CENTER OF THE
 HG0715'ROAD AND 1.9 METERS (6.5 FT) NORTH OF AN ELECTRIC FENCE.  NOTE--ACCESS
 HG0715'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0715'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HG0715'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0088 ***********************************************************************
 HG0088  DESIGNATION -  P 36
 HG0088  PID         -  HG0088
 HG0088  STATE/COUNTY-  KS/KINGMAN
 HG0088  USGS QUAD   -  CUNNINGHAM (1966)
 HG0088
 HG0088                         *CURRENT SURVEY CONTROL
 HG0088  ___________________________________________________________________
 HG0088* NAD 83(1986)-  37 38 48.     (N)    098 27 54.     (W)     SCALED    
 HG0088* NAVD 88     -       524.552  (meters)    1720.97   (feet)  ADJUSTED  
 HG0088  ___________________________________________________________________
 HG0088  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 HG0088  DYNAMIC HT  -         524.112 (meters)    1719.52  (feet)  COMP
 HG0088  MODELED GRAV-     979,775.2   (mgal)                       NAVD 88
 HG0088
 HG0088  VERT ORDER  -  FIRST     CLASS II
 HG0088
 HG0088.The horizontal coordinates were scaled from a topographic map and have
 HG0088.an estimated accuracy of +/- 6 seconds.
 HG0088
 HG0088.The orthometric height was determined by differential leveling
 HG0088.and adjusted by the National Geodetic Survey in June 1991..
 HG0088
 HG0088.The geoid height was determined by GEOID03.
 HG0088
 HG0088.The dynamic height is computed by dividing the NAVD 88
 HG0088.geopotential number by the normal gravity value computed on the
 HG0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0088.degrees latitude (g = 980.6199 gals.).
 HG0088
 HG0088.The modeled gravity was interpolated from observed gravity values.
 HG0088
 HG0088;                    North         East    Units  Estimated Accuracy
 HG0088;SPC KS S     -   508,770.      403,090.      MT  (+/- 180 meters Scaled)
 HG0088
 HG0088                          SUPERSEDED SURVEY CONTROL
 HG0088
 HG0088  NGVD 29 (??/??/92)  524.361  (m)         1720.34   (f) ADJ UNCH    1 2
 HG0088
 HG0088.Superseded values are not recommended for survey control.
 HG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0088.See file dsdata.txt to determine how the superseded data were derived.
 HG0088
 HG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG471667(NAD 83)
 HG0088_MARKER: DB = BENCH MARK DISK
 HG0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0088_SP_SET: CONCRETE POST
 HG0088_STAMPING: P 36 1934
 HG0088_MARK LOGO: CGS   
 HG0088_PROJECTION: FLUSH
 HG0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0088+STABILITY: SURFACE MOTION
 HG0088
 HG0088  HISTORY     - Date     Condition        Report By
 HG0088  HISTORY     - 1934     MONUMENTED       CGS
 HG0088  HISTORY     - 1986     GOOD             NGS
 HG0088  HISTORY     - 1987     GOOD             NGS
 HG0088
 HG0088                          STATION DESCRIPTION
 HG0088
 HG0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0088'1.5 MI W FROM CUNNINGHAM.
 HG0088'ABOUT 1.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0088'RAILWAY FROM THE STATION AT CUNNINGHAM, KINGHAM COUNTY, AT THE
 HG0088'PRATT-KINGMAN COUNTY LINE, 47 FEET SOUTH OF THE CENTER LINE OF
 HG0088'THE TRACK, AND 34 FEET WEST OF THE CENTER LINE OF A COUNTY ROAD.
 HG0088'A STANDARD DISK, STAMPED P 36 1934 AND SET IN THE TOP OF A
 HG0088'CONCRETE POST.
 HG0088
 HG0088                          STATION RECOVERY (1986)
 HG0088
 HG0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0088'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM (1.9
 HG0088'MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF COUNTY ROAD 359 AT
 HG0088'CUNNINGHAM, THENCE 0.16 KM (0.1 MI) NORTH ALONG A GRAVEL ROAD, IN THE
 HG0088'SOUTHWEST CORNER OF THE INTERSECTION OF THE ATCHISON, TOPEKA AND SANTA
 HG0088'FE RAILROAD, 14.3 METERS (47 FT) SOUTH OF THE SOUTH RAIL, 10.3 METERS
 HG0088'(34 FT) WEST OF THE CENTER OF THE ROAD AND 0.9 METER (3 FT) NORTH OF A
 HG0088'FENCE.
 HG0088'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0088'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 HG0088
 HG0088                          STATION RECOVERY (1987)
 HG0088
 HG0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 HG0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0740 ***********************************************************************
 HG0740  DESIGNATION -  P 360
 HG0740  PID         -  HG0740
 HG0740  STATE/COUNTY-  KS/KINGMAN
 HG0740  USGS QUAD   -  KINGMAN (1983)
 HG0740
 HG0740                         *CURRENT SURVEY CONTROL
 HG0740  ___________________________________________________________________
 HG0740* NAD 83(1986)-  37 38 48.     (N)    098 07 16.     (W)     SCALED    
 HG0740* NAVD 88     -       471.166  (meters)    1545.82   (feet)  ADJUSTED  
 HG0740  ___________________________________________________________________
 HG0740  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 HG0740  DYNAMIC HT  -         470.778 (meters)    1544.54  (feet)  COMP
 HG0740  MODELED GRAV-     979,791.8   (mgal)                       NAVD 88
 HG0740
 HG0740  VERT ORDER  -  FIRST     CLASS II
 HG0740
 HG0740.The horizontal coordinates were scaled from a topographic map and have
 HG0740.an estimated accuracy of +/- 6 seconds.
 HG0740
 HG0740.The orthometric height was determined by differential leveling
 HG0740.and adjusted by the National Geodetic Survey in June 1991..
 HG0740
 HG0740.The geoid height was determined by GEOID03.
 HG0740
 HG0740.The dynamic height is computed by dividing the NAVD 88
 HG0740.geopotential number by the normal gravity value computed on the
 HG0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0740.degrees latitude (g = 980.6199 gals.).
 HG0740
 HG0740.The modeled gravity was interpolated from observed gravity values.
 HG0740
 HG0740;                    North         East    Units  Estimated Accuracy
 HG0740;SPC KS S     -   508,830.      433,440.      MT  (+/- 180 meters Scaled)
 HG0740
 HG0740                          SUPERSEDED SURVEY CONTROL
 HG0740
 HG0740.No superseded survey control is available for this station.
 HG0740
 HG0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG775669(NAD 83)
 HG0740_MARKER: DB = BENCH MARK DISK
 HG0740_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HG0740_SP_SET: BUILDING
 HG0740_STAMPING: P 360 1986
 HG0740_MARK LOGO: NGS   
 HG0740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0740+STABILITY: POSITION/ELEVATION WELL
 HG0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0740+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 HG0740
 HG0740  HISTORY     - Date     Condition        Report By
 HG0740  HISTORY     - 1986     MONUMENTED       NGS
 HG0740  HISTORY     - 20040821 GOOD             USPSQD
 HG0740  HISTORY     - 20050110 GOOD             INDIV
 HG0740
 HG0740                          STATION DESCRIPTION
 HG0740
 HG0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0740'0.7 KM (0.45 MI) WEST FROM KINGMAN.
 HG0740'0.7 KM (0.43 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF STATE
 HG0740'HIGHWAY 14 SOUTH AT KINGMAN, VERTICALLY, IN THE SOUTH FACE OF AND 5.3
 HG0740'METERS (17.5 FT) WEST OF THE SOUTHEAST CORNER OF THE ST. PATRICKS
 HG0740'SCHOOL, 24.4 METERS (80 FT) NORTH OF THE HIGHWAY CENTERLINE AND 7.3
 HG0740'METERS (24 FT) EAST OF THE CENTER OF THE MAIN ENTRANCE.
 HG0740'THE MARK IS 0.7 M ABOVE THE GROUND.
 HG0740
 HG0740                          STATION RECOVERY (2004)
 HG0740
 HG0740'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HG0740'RECOVERED IN GOOD CONDITION.
 HG0740
 HG0740                          STATION RECOVERY (2005)
 HG0740
 HG0740'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 HG0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0470 ***********************************************************************
 JH0470  DESIGNATION -  P 361
 JH0470  PID         -  JH0470
 JH0470  STATE/COUNTY-  KS/SCOTT
 JH0470  USGS QUAD   -  LAKE SCOTT NE (1976)
 JH0470
 JH0470                         *CURRENT SURVEY CONTROL
 JH0470  ___________________________________________________________________
 JH0470* NAD 83(1986)-  38 41 07.     (N)    100 52 20.     (W)     SCALED    
 JH0470* NAVD 88     -       915.082  (meters)    3002.23   (feet)  ADJUSTED  
 JH0470  ___________________________________________________________________
 JH0470  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 JH0470  DYNAMIC HT  -         914.330 (meters)    2999.76  (feet)  COMP
 JH0470  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 JH0470
 JH0470  VERT ORDER  -  FIRST     CLASS II
 JH0470
 JH0470.The horizontal coordinates were scaled from a topographic map and have
 JH0470.an estimated accuracy of +/- 6 seconds.
 JH0470
 JH0470.The orthometric height was determined by differential leveling
 JH0470.and adjusted by the National Geodetic Survey in June 1991..
 JH0470
 JH0470.The geoid height was determined by GEOID03.
 JH0470
 JH0470.The dynamic height is computed by dividing the NAVD 88
 JH0470.geopotential number by the normal gravity value computed on the
 JH0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0470.degrees latitude (g = 980.6199 gals.).
 JH0470
 JH0470.The modeled gravity was interpolated from observed gravity values.
 JH0470
 JH0470;                    North         East    Units  Estimated Accuracy
 JH0470;SPC KS S     -   626,670.      193,610.      MT  (+/- 180 meters Scaled)
 JH0470
 JH0470                          SUPERSEDED SURVEY CONTROL
 JH0470
 JH0470.No superseded survey control is available for this station.
 JH0470
 JH0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH371835(NAD 83)
 JH0470_MARKER: I = METAL ROD
 JH0470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0470_SP_SET: STAINLESS STEEL ROD
 JH0470_STAMPING: P 361 1986
 JH0470_MARK LOGO: NGS   
 JH0470_PROJECTION: FLUSH
 JH0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0470_ROD/PIPE-DEPTH: 8.5  meters
 JH0470
 JH0470  HISTORY     - Date     Condition        Report By
 JH0470  HISTORY     - 1986     MONUMENTED       NGS
 JH0470
 JH0470                          STATION DESCRIPTION
 JH0470
 JH0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0470'23.0 KM (14.3 MI) NORTH FROM SCOTT CITY.
 JH0470'23.06 KM (14.41 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0470'SCOTT CITY, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF STATE HIGHWAY
 JH0470'95, 0.34 KM (0.21 MI) NORTH OF MILEPOST 121, 21.3 METERS (70 FT) WEST
 JH0470'OF THE HIGHWAY CENTERLINE, 41.7 METERS (137 FT) SOUTH OF THE CENTER OF
 JH0470'STATE HIGHWAY 95, 21.3 METERS (70.7 FT) SOUTHWEST OF THE WEST END OF A
 JH0470'HEADWALL, 1.5 METERS (5 FT) NORTHEAST OF A CONCRETE RIGHT OF WAY POST.
 JH0470'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0470'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JH0470'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0461 ***********************************************************************
 KG0461  DESIGNATION -  P 362
 KG0461  PID         -  KG0461
 KG0461  STATE/COUNTY-  KS/TREGO
 KG0461  USGS QUAD   -  WA KEENEY WEST (1963)
 KG0461
 KG0461                         *CURRENT SURVEY CONTROL
 KG0461  ___________________________________________________________________
 KG0461* NAD 83(1986)-  39 03 34.     (N)    099 53 21.     (W)     SCALED    
 KG0461* NAVD 88     -       731.438  (meters)    2399.73   (feet)  ADJUSTED  
 KG0461  ___________________________________________________________________
 KG0461  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 KG0461  DYNAMIC HT  -         730.890 (meters)    2397.93  (feet)  COMP
 KG0461  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 KG0461
 KG0461  VERT ORDER  -  FIRST     CLASS II
 KG0461
 KG0461.The horizontal coordinates were scaled from a topographic map and have
 KG0461.an estimated accuracy of +/- 6 seconds.
 KG0461
 KG0461.The orthometric height was determined by differential leveling
 KG0461.and adjusted by the National Geodetic Survey in June 1991..
 KG0461
 KG0461.The geoid height was determined by GEOID03.
 KG0461
 KG0461.The dynamic height is computed by dividing the NAVD 88
 KG0461.geopotential number by the normal gravity value computed on the
 KG0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0461.degrees latitude (g = 980.6199 gals.).
 KG0461
 KG0461.The modeled gravity was interpolated from observed gravity values.
 KG0461
 KG0461;                    North         East    Units  Estimated Accuracy
 KG0461;SPC KS N     -    82,310.      236,500.      MT  (+/- 180 meters Scaled)
 KG0461
 KG0461                          SUPERSEDED SURVEY CONTROL
 KG0461
 KG0461  NGVD 29 (02/14/92)  731.136  (m)         2398.74   (f) ADJUSTED    1 2
 KG0461
 KG0461.Superseded values are not recommended for survey control.
 KG0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0461.See file dsdata.txt to determine how the superseded data were derived.
 KG0461
 KG0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ230237(NAD 83)
 KG0461_MARKER: I = METAL ROD
 KG0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0461_SP_SET: STAINLESS STEEL ROD
 KG0461_STAMPING: P 362 1986
 KG0461_MARK LOGO: NGS   
 KG0461_PROJECTION: FLUSH
 KG0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0461_ROD/PIPE-DEPTH: 4.0  meters
 KG0461
 KG0461  HISTORY     - Date     Condition        Report By
 KG0461  HISTORY     - 1986     MONUMENTED       NGS
 KG0461
 KG0461                          STATION DESCRIPTION
 KG0461
 KG0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0461'4.5 KM (2.8 MI) NORTH FROM WAKEENEY.
 KG0461'1.67 KM (1.04 MI) NORTH ALONG MAIN STREET FROM THE JUNCTION OF OLD US
 KG0461'HIGHWAY 40 AT WAKEENEY, THENCE 0.13 KM (0.08 MI) WEST ALONG SUMMIT
 KG0461'AVENUE, THENCE 2.72 KM (1.70 MI) NORTH ALONG A DIRT ROAD, 0.72 KM
 KG0461'(0.45 MI) SOUTH OF THE CROSSING OF TREGO CREEK CROSSING, AT TWO GATES,
 KG0461'10.6 METERS (35 FT) WEST OF THE CENTER OF THE ROAD, 5.9 METERS
 KG0461'(19.5 FT) SOUTH OF THE SOUTH GATE POST OF THE NORTH 1 OF 2 GATES AND
 KG0461'0.6 METER (2 FT) NORTHEAST OF A T FENCE POST AND THE NORTH GATE POST
 KG0461'FOR THE SOUTH 1 OF 2 GATES.  NOTE--ACCESS TO DATUM POINT IS HAD
 KG0461'THROUGH A 5-INCH LOGO CAP.
 KG0461'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KG0461'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0418 ***********************************************************************
 JH0418  DESIGNATION -  P 363
 JH0418  PID         -  JH0418
 JH0418  STATE/COUNTY-  KS/KEARNY
 JH0418  USGS QUAD   -  WOLF (1965)
 JH0418
 JH0418                         *CURRENT SURVEY CONTROL
 JH0418  ___________________________________________________________________
 JH0418* NAD 83(1986)-  38 00 02.     (N)    101 07 16.     (W)     SCALED    
 JH0418* NAVD 88     -       911.561  (meters)    2990.68   (feet)  ADJUSTED  
 JH0418  ___________________________________________________________________
 JH0418  GEOID HEIGHT-         -25.24  (meters)                     GEOID03
 JH0418  DYNAMIC HT  -         910.744 (meters)    2988.00  (feet)  COMP
 JH0418  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 JH0418
 JH0418  VERT ORDER  -  FIRST     CLASS II
 JH0418
 JH0418.The horizontal coordinates were scaled from a topographic map and have
 JH0418.an estimated accuracy of +/- 6 seconds.
 JH0418
 JH0418.The orthometric height was determined by differential leveling
 JH0418.and adjusted by the National Geodetic Survey in June 1991..
 JH0418
 JH0418.The geoid height was determined by GEOID03.
 JH0418
 JH0418.The dynamic height is computed by dividing the NAVD 88
 JH0418.geopotential number by the normal gravity value computed on the
 JH0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0418.degrees latitude (g = 980.6199 gals.).
 JH0418
 JH0418.The modeled gravity was interpolated from observed gravity values.
 JH0418
 JH0418;                    North         East    Units  Estimated Accuracy
 JH0418;SPC KS S     -   551,280.      169,830.      MT  (+/- 180 meters Scaled)
 JH0418
 JH0418                          SUPERSEDED SURVEY CONTROL
 JH0418
 JH0418.No superseded survey control is available for this station.
 JH0418
 JH0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH137080(NAD 83)
 JH0418_MARKER: I = METAL ROD
 JH0418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0418_SP_SET: STAINLESS STEEL ROD
 JH0418_STAMPING: P 363 1986
 JH0418_MARK LOGO: NGS   
 JH0418_PROJECTION: FLUSH
 JH0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0418_ROD/PIPE-DEPTH: 12.  meters
 JH0418
 JH0418  HISTORY     - Date     Condition        Report By
 JH0418  HISTORY     - 1986     MONUMENTED       NGS
 JH0418
 JH0418                          STATION DESCRIPTION
 JH0418
 JH0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0418'13.7 KM (8.5 MI) WEST FROM HOLCOMB.
 JH0418'0.3 KM (0.2 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 JH0418'HOLCOMB, THENCE 1.9 KM (1.20 MI) NORTH ALONG OLD US HIGHWAY 50, THENCE
 JH0418'11.5 KM (7.1 MI) WEST ALONG US HIGHWAY 50, AT A PAVED CROSSROADS, 0.2
 JH0418'KM (0.1 MI) WEST OF A MILEPOST, 18.3 METERS (60 FT) SOUTHEAST OF THE
 JH0418'HIGHWAY CENTERLINE, 25.4 METERS (83.5 FT) EAST OF THE CENTER OF THE
 JH0418'ROAD, 19.5 METERS (64 FT) EAST OF A POWER POLE AND 0.5 METER (1.6 FT)
 JH0418'WEST OF A RIGHT OF WAY POST AND A GRADER BLADE.
 JH0418'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JH0418'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0514 ***********************************************************************
 KG0514  DESIGNATION -  P 364
 KG0514  PID         -  KG0514
 KG0514  STATE/COUNTY-  KS/NORTON
 KG0514  USGS QUAD   -  NORTON (1978)
 KG0514
 KG0514                         *CURRENT SURVEY CONTROL
 KG0514  ___________________________________________________________________
 KG0514* NAD 83(1986)-  39 45 10.     (N)    099 53 23.     (W)     SCALED    
 KG0514* NAVD 88     -       728.686  (meters)    2390.70   (feet)  ADJUSTED  
 KG0514  ___________________________________________________________________
 KG0514  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 KG0514  DYNAMIC HT  -         728.196 (meters)    2389.09  (feet)  COMP
 KG0514  MODELED GRAV-     979,929.7   (mgal)                       NAVD 88
 KG0514
 KG0514  VERT ORDER  -  FIRST     CLASS II
 KG0514
 KG0514.The horizontal coordinates were scaled from a topographic map and have
 KG0514.an estimated accuracy of +/- 6 seconds.
 KG0514
 KG0514.The orthometric height was determined by differential leveling
 KG0514.and adjusted by the National Geodetic Survey in June 1991..
 KG0514
 KG0514.The geoid height was determined by GEOID03.
 KG0514
 KG0514.The dynamic height is computed by dividing the NAVD 88
 KG0514.geopotential number by the normal gravity value computed on the
 KG0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0514.degrees latitude (g = 980.6199 gals.).
 KG0514
 KG0514.The modeled gravity was interpolated from observed gravity values.
 KG0514
 KG0514;                    North         East    Units  Estimated Accuracy
 KG0514;SPC KS N     -   159,270.      238,060.      MT  (+/- 180 meters Scaled)
 KG0514
 KG0514                          SUPERSEDED SURVEY CONTROL
 KG0514
 KG0514  NGVD 29 (02/14/92)  728.419  (m)         2389.82   (f) ADJUSTED    1 2
 KG0514
 KG0514.Superseded values are not recommended for survey control.
 KG0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0514.See file dsdata.txt to determine how the superseded data were derived.
 KG0514
 KG0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK237006(NAD 83)
 KG0514_MARKER: I = METAL ROD
 KG0514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0514_SP_SET: STAINLESS STEEL ROD
 KG0514_STAMPING: P 364 1986
 KG0514_MARK LOGO: NGS   
 KG0514_PROJECTION: FLUSH
 KG0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0514_ROD/PIPE-DEPTH: 6.1  meters
 KG0514
 KG0514  HISTORY     - Date     Condition        Report By
 KG0514  HISTORY     - 1986     MONUMENTED       NGS
 KG0514
 KG0514                          STATION DESCRIPTION
 KG0514
 KG0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0514'9.4 KM (5.85 MI) SOUTH FROM NORTON.
 KG0514'9.45 KM (5.9 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0514'HIGHWAY 36 AT NORTON, 0.21 KM (0.13 MI) SOUTH OF THE JUNCTION OF A
 KG0514'DIRT ROAD, 0.44 KM (0.27 MI) NORTH OF MILEPOST 200, 19.1 METERS (62.5
 KG0514'FT) WEST OF THE HIGHWAY CENTERLINE, 53.0 METERS (174 FT) SOUTH OF THE
 KG0514'SOUTH END OF A 6 BY 6 FOOT BOX CULVERT, 2.3 METERS (7.5 FT) NORTHWEST
 KG0514'OF A POWER POLE AND 0.1 METER (1 FT) EAST OF A FENCE.  NOTE--ACCESS TO
 KG0514'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KG0514'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KG0514'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0496 ***********************************************************************
 KG0496  DESIGNATION -  P 365
 KG0496  PID         -  KG0496
 KG0496  STATE/COUNTY-  KS/GRAHAM
 KG0496  USGS QUAD   -  EDMOND SE (1978)
 KG0496
 KG0496                         *CURRENT SURVEY CONTROL
 KG0496  ___________________________________________________________________
 KG0496* NAD 83(1986)-  39 31 13.     (N)    099 50 41.     (W)     SCALED    
 KG0496* NAVD 88     -       721.251  (meters)    2366.30   (feet)  ADJUSTED  
 KG0496  ___________________________________________________________________
 KG0496  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 KG0496  DYNAMIC HT  -         720.741 (meters)    2364.63  (feet)  COMP
 KG0496  MODELED GRAV-     979,895.3   (mgal)                       NAVD 88
 KG0496
 KG0496  VERT ORDER  -  FIRST     CLASS II
 KG0496
 KG0496.The horizontal coordinates were scaled from a topographic map and have
 KG0496.an estimated accuracy of +/- 6 seconds.
 KG0496
 KG0496.The orthometric height was determined by differential leveling
 KG0496.and adjusted by the National Geodetic Survey in June 1991..
 KG0496
 KG0496.The geoid height was determined by GEOID03.
 KG0496
 KG0496.The dynamic height is computed by dividing the NAVD 88
 KG0496.geopotential number by the normal gravity value computed on the
 KG0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0496.degrees latitude (g = 980.6199 gals.).
 KG0496
 KG0496.The modeled gravity was interpolated from observed gravity values.
 KG0496
 KG0496;                    North         East    Units  Estimated Accuracy
 KG0496;SPC KS N     -   133,380.      241,390.      MT  (+/- 180 meters Scaled)
 KG0496
 KG0496                          SUPERSEDED SURVEY CONTROL
 KG0496
 KG0496  NGVD 29 (02/14/92)  720.965  (m)         2365.37   (f) ADJUSTED    1 2
 KG0496
 KG0496.Superseded values are not recommended for survey control.
 KG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0496.See file dsdata.txt to determine how the superseded data were derived.
 KG0496
 KG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ273748(NAD 83)
 KG0496_MARKER: DB = BENCH MARK DISK
 KG0496_SETTING: 66 = SET IN ROCK OUTCROP
 KG0496_SP_SET: ROCK OUTCROP
 KG0496_STAMPING: P 365 1986
 KG0496_MARK LOGO: NGS   
 KG0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KG0496+STABILITY: POSITION/ELEVATION WELL
 KG0496
 KG0496  HISTORY     - Date     Condition        Report By
 KG0496  HISTORY     - 1986     MONUMENTED       NGS
 KG0496
 KG0496                          STATION DESCRIPTION
 KG0496
 KG0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0496'17.1 KM (10.6 MI) NORTH FROM HILL CITY.
 KG0496'17.12 KM (10.70 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0496'HIGHWAY 24 AT HILL CITY, IN TOP OF AND 0.9 METER (3 FT) NORTH OF THE
 KG0496'SOUTH END OF A 5 BY 7 PORTION OF GRAY SANDSTONE OUTCROP IN THE SOUTH
 KG0496'END OF A SHORT LOW CUT, 0.3 KM (0.2 MI) NORTH OF MILEPOST 183, 12.0
 KG0496'METERS (39.5 FT) WEST OF THE HIGHWAY CENTERLINE, 21.0 METERS (69 FT)
 KG0496'NORTH OF THE SOUTH END OF THE CUT, 7.0 METERS (23 FT) EAST OF THE
 KG0496'RIGHT OF WAY FENCE AND 0.7 METER (2.5 FT) WEST OF THE EAST EDGE OF THE
 KG0496'ROCK.
 KG0496'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 KG0496'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1069 ***********************************************************************
 KE1069  DESIGNATION -  P 367
 KE1069  PID         -  KE1069
 KE1069  STATE/COUNTY-  KS/SHAWNEE
 KE1069  USGS QUAD   -  GRANTVILLE (1983)
 KE1069
 KE1069                         *CURRENT SURVEY CONTROL
 KE1069  ___________________________________________________________________
 KE1069* NAD 83(1986)-  39 02 40.     (N)    095 34 21.     (W)     SCALED    
 KE1069* NAVD 88     -       280.024  (meters)     918.71   (feet)  ADJUSTED  
 KE1069  ___________________________________________________________________
 KE1069  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KE1069  DYNAMIC HT  -         279.842 (meters)     918.12  (feet)  COMP
 KE1069  MODELED GRAV-     979,970.8   (mgal)                       NAVD 88
 KE1069
 KE1069  VERT ORDER  -  FIRST     CLASS II
 KE1069
 KE1069.The horizontal coordinates were scaled from a topographic map and have
 KE1069.an estimated accuracy of +/- 6 seconds.
 KE1069
 KE1069.The orthometric height was determined by differential leveling
 KE1069.and adjusted by the National Geodetic Survey in June 1991..
 KE1069
 KE1069.The geoid height was determined by GEOID03.
 KE1069
 KE1069.The dynamic height is computed by dividing the NAVD 88
 KE1069.geopotential number by the normal gravity value computed on the
 KE1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1069.degrees latitude (g = 980.6199 gals.).
 KE1069
 KE1069.The modeled gravity was interpolated from observed gravity values.
 KE1069
 KE1069;                    North         East    Units  Estimated Accuracy
 KE1069;SPC KS N     -    81,760.      610,120.      MT  (+/- 180 meters Scaled)
 KE1069
 KE1069                          SUPERSEDED SURVEY CONTROL
 KE1069
 KE1069.No superseded survey control is available for this station.
 KE1069
 KE1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD773248(NAD 83)
 KE1069_MARKER: I = METAL ROD
 KE1069_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KE1069+WITH SETTING: INFORMATION.
 KE1069_SP_SET: SHALLOW-SET METAL ROD
 KE1069_STAMPING: P 367 1986
 KE1069_MARK LOGO: NGS   
 KE1069_PROJECTION: FLUSH
 KE1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1069_ROD/PIPE-DEPTH: 1.2  meters
 KE1069
 KE1069  HISTORY     - Date     Condition        Report By
 KE1069  HISTORY     - 1986     MONUMENTED       NGS
 KE1069  HISTORY     - 20051126 GOOD             GEOCAC
 KE1069
 KE1069                          STATION DESCRIPTION
 KE1069
 KE1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1069'10.8 KM (6.7 MI) EAST FROM TOPEKA.
 KE1069'0.7 KM (0.45 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KE1069'STATION IN TOPEKA, THENCE 1.9 KM (1.2 MI) SOUTH ALONG THE SANTA FE
 KE1069'RAILROAD, THENCE 8.2 KM (5.1 MI) EASTERLY ALONG U.S. HIGHWAY 40,
 KE1069'47.5 M (155.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.4 M
 KE1069'(4.6 FT) WEST OF A UTILITY POLE WITH 4 GUY WIRES.  NOTE--ACCESS TO
 KE1069'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1069'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KE1069'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 KE1069
 KE1069                          STATION RECOVERY (2005)
 KE1069
 KE1069'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1069'HH2 (NAD83) N39 02 40.9 W95 34 22.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1598 ***********************************************************************
 JE1598  DESIGNATION -  P 368
 JE1598  PID         -  JE1598
 JE1598  STATE/COUNTY-  KS/DOUGLAS
 JE1598  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1598
 JE1598                         *CURRENT SURVEY CONTROL
 JE1598  ___________________________________________________________________
 JE1598* NAD 83(1986)-  38 56 06.     (N)    095 08 57.     (W)     SCALED    
 JE1598* NAVD 88     -       251.417  (meters)     824.86   (feet)  ADJUSTED  
 JE1598  ___________________________________________________________________
 JE1598  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 JE1598  DYNAMIC HT  -         251.253 (meters)     824.32  (feet)  COMP
 JE1598  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 JE1598
 JE1598  VERT ORDER  -  FIRST     CLASS II
 JE1598
 JE1598.The horizontal coordinates were scaled from a topographic map and have
 JE1598.an estimated accuracy of +/- 6 seconds.
 JE1598
 JE1598.The orthometric height was determined by differential leveling
 JE1598.and adjusted by the National Geodetic Survey in June 1991..
 JE1598
 JE1598.The geoid height was determined by GEOID03.
 JE1598
 JE1598.The dynamic height is computed by dividing the NAVD 88
 JE1598.geopotential number by the normal gravity value computed on the
 JE1598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1598.degrees latitude (g = 980.6199 gals.).
 JE1598
 JE1598.The modeled gravity was interpolated from observed gravity values.
 JE1598
 JE1598;                    North         East    Units  Estimated Accuracy
 JE1598;SPC KS N     -    70,680.      647,140.      MT  (+/- 180 meters Scaled)
 JE1598
 JE1598                          SUPERSEDED SURVEY CONTROL
 JE1598
 JE1598.No superseded survey control is available for this station.
 JE1598
 JE1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD137117(NAD 83)
 JE1598_MARKER: DB = BENCH MARK DISK
 JE1598_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1598_SP_SET: PIER
 JE1598_STAMPING: P 368 1986
 JE1598_MARK LOGO: NGS   
 JE1598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE1598+STABILITY: POSITION/ELEVATION WELL
 JE1598
 JE1598  HISTORY     - Date     Condition        Report By
 JE1598  HISTORY     - 1986     MONUMENTED       NGS
 JE1598
 JE1598                          STATION DESCRIPTION
 JE1598
 JE1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1598'13.4 KM (8.3 MI) EAST FROM LAWRENCE.
 JE1598'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION WITH
 JE1598'U.S. HIGHWAY 40 IN LAWRENCE, THENCE 10.0 KM (6.2 MI) EASTERLY ALONG
 JE1598'STATE HIGHWAY 10, SET VERTICALLY IN THE NORTH FACE OF THE FIRST PIER
 JE1598'NORTH OF THE SOUTH ABUTMENT OF COUNTY ROAD 1057 OVERPASS OF THE
 JE1598'HIGHWAY, AND 12.7 M (41.7 FT) SOUTH OF THE CENTERLINE OF THE EAST
 JE1598'BOUND LANES OF THE HIGHWAY.
 JE1598'THE MARK IS 1.6 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1071 ***********************************************************************
 HF1071  DESIGNATION -  P 369
 HF1071  PID         -  HF1071
 HF1071  STATE/COUNTY-  KS/RENO
 HF1071  USGS QUAD   -  CASTLETON (1965)
 HF1071
 HF1071                         *CURRENT SURVEY CONTROL
 HF1071  ___________________________________________________________________
 HF1071* NAD 83(1986)-  37 50 52.     (N)    097 58 37.     (W)     SCALED    
 HF1071* NAVD 88     -       452.955  (meters)    1486.07   (feet)  ADJUSTED  
 HF1071  ___________________________________________________________________
 HF1071  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 HF1071  DYNAMIC HT  -         452.602 (meters)    1484.91  (feet)  COMP
 HF1071  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 HF1071
 HF1071  VERT ORDER  -  FIRST     CLASS II
 HF1071
 HF1071.The horizontal coordinates were scaled from a topographic map and have
 HF1071.an estimated accuracy of +/- 6 seconds.
 HF1071
 HF1071.The orthometric height was determined by differential leveling
 HF1071.and adjusted by the National Geodetic Survey in June 1991..
 HF1071
 HF1071.The geoid height was determined by GEOID03.
 HF1071
 HF1071.The dynamic height is computed by dividing the NAVD 88
 HF1071.geopotential number by the normal gravity value computed on the
 HF1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1071.degrees latitude (g = 980.6199 gals.).
 HF1071
 HF1071.The modeled gravity was interpolated from observed gravity values.
 HF1071
 HF1071;                    North         East    Units  Estimated Accuracy
 HF1071;SPC KS S     -   531,210.      446,030.      MT  (+/- 180 meters Scaled)
 HF1071
 HF1071                          SUPERSEDED SURVEY CONTROL
 HF1071
 HF1071.No superseded survey control is available for this station.
 HF1071
 HF1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG900894(NAD 83)
 HF1071_MARKER: I = METAL ROD
 HF1071_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HF1071+WITH SETTING: INFORMATION.
 HF1071_SP_SET: SHALLOW-SET METAL ROD
 HF1071_STAMPING: P 369 1986
 HF1071_MARK LOGO: NGS   
 HF1071_PROJECTION: FLUSH
 HF1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF1071_ROD/PIPE-DEPTH: 2.4  meters
 HF1071
 HF1071  HISTORY     - Date     Condition        Report By
 HF1071  HISTORY     - 1986     MONUMENTED       NGS
 HF1071
 HF1071                          STATION DESCRIPTION
 HF1071
 HF1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HF1071'24.0 KM (14.9 MI) SW FROM HUTCHINSON.
 HF1071'5.0 KM (3.1 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 HF1071'STATE HIGHWAY 61 IN HUTCHINSON, THENCE 19.0 KM (11.8 MI) SOUTHERLY
 HF1071'ALONG THE SANTA FE RAILROAD, 19.2 M (63.0 FT) WEST OF THE CENTER OF A
 HF1071'GRAVELED ROAD. 15.0 M (49.2 FT) SOUTH-SOUTHWEST OF A UTILITY POLE, AND
 HF1071'13.5 M (44.3 FT) WEST-NORTHWEST OF THE NEAR RAIL.  NOTE--ACCESS TO
 HF1071'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HF1071'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 HF1071'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0128 ***********************************************************************
 JH0128  DESIGNATION -  P 37
 JH0128  PID         -  JH0128
 JH0128  STATE/COUNTY-  KS/SCOTT
 JH0128  USGS QUAD   -  LAKE SCOTT SE (1978)
 JH0128
 JH0128                         *CURRENT SURVEY CONTROL
 JH0128  ___________________________________________________________________
 JH0128* NAD 83(1986)-  38 30 41.     (N)    100 50 02.     (W)     SCALED    
 JH0128* NAVD 88     -       907.586  (meters)    2977.64   (feet)  ADJUSTED  
 JH0128  ___________________________________________________________________
 JH0128  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 JH0128  DYNAMIC HT  -         906.819 (meters)    2975.12  (feet)  COMP
 JH0128  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 JH0128
 JH0128  VERT ORDER  -  SECOND    CLASS 0
 JH0128
 JH0128.The horizontal coordinates were scaled from a topographic map and have
 JH0128.an estimated accuracy of +/- 6 seconds.
 JH0128
 JH0128.The orthometric height was determined by differential leveling
 JH0128.and adjusted by the National Geodetic Survey in June 1991..
 JH0128
 JH0128.The geoid height was determined by GEOID03.
 JH0128
 JH0128.The dynamic height is computed by dividing the NAVD 88
 JH0128.geopotential number by the normal gravity value computed on the
 JH0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0128.degrees latitude (g = 980.6199 gals.).
 JH0128
 JH0128.The modeled gravity was interpolated from observed gravity values.
 JH0128
 JH0128;                    North         East    Units  Estimated Accuracy
 JH0128;SPC KS S     -   607,290.      196,460.      MT  (+/- 180 meters Scaled)
 JH0128
 JH0128                          SUPERSEDED SURVEY CONTROL
 JH0128
 JH0128  NGVD 29 (??/??/92)  907.283  (m)         2976.64   (f) ADJ UNCH    2 0
 JH0128
 JH0128.Superseded values are not recommended for survey control.
 JH0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0128.See file dsdata.txt to determine how the superseded data were derived.
 JH0128
 JH0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH401641(NAD 83)
 JH0128_MARKER: DB = BENCH MARK DISK
 JH0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0128+STABILITY: SURFACE MOTION
 JH0128
 JH0128  HISTORY     - Date     Condition        Report By
 JH0128  HISTORY     - UNK      MONUMENTED       CGS
 JH0128  HISTORY     - 1934     GOOD             NGS
 JH0128  HISTORY     - 1976     MARK NOT FOUND   USGS
 JH0128
 JH0128                          STATION DESCRIPTION
 JH0128
 JH0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0128'4.3 MI E FROM SCOTT CITY.
 JH0128'4.3 MILES EAST BY RAIL, LOCATED ALONG THE R. OF W. OF THE MO.
 JH0128'P.R.R., N.E. CORNER SECTION 10 R32W T18S, 46 FT N.W. CENTER
 JH0128'LINE OF TRACK, 39 FT WEST CENTER LINE OF SECTION LINE ROAD,
 JH0128'17.5 FT NORTH POLE 678-11.
 JH0128
 JH0128                          STATION RECOVERY (1976)
 JH0128
 JH0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JH0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0767 ***********************************************************************
 KF0767  DESIGNATION -  P 370
 KF0767  PID         -  KF0767
 KF0767  STATE/COUNTY-  KS/RILEY
 KF0767  USGS QUAD   -  MANHATTAN (1991)
 KF0767
 KF0767                         *CURRENT SURVEY CONTROL
 KF0767  ___________________________________________________________________
 KF0767* NAD 83(1986)-  39 10 09.     (N)    096 36 30.     (W)     SCALED    
 KF0767* NAVD 88     -       341.717  (meters)    1121.12   (feet)  ADJUSTED  
 KF0767  ___________________________________________________________________
 KF0767  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 KF0767  DYNAMIC HT  -         341.490 (meters)    1120.37  (feet)  COMP
 KF0767  MODELED GRAV-     979,954.2   (mgal)                       NAVD 88
 KF0767
 KF0767  VERT ORDER  -  FIRST     CLASS II
 KF0767
 KF0767.The horizontal coordinates were scaled from a topographic map and have
 KF0767.an estimated accuracy of +/- 6 seconds.
 KF0767
 KF0767.The orthometric height was determined by differential leveling
 KF0767.and adjusted by the National Geodetic Survey in June 1991..
 KF0767
 KF0767.The geoid height was determined by GEOID03.
 KF0767
 KF0767.The dynamic height is computed by dividing the NAVD 88
 KF0767.geopotential number by the normal gravity value computed on the
 KF0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0767.degrees latitude (g = 980.6199 gals.).
 KF0767
 KF0767.The modeled gravity was interpolated from observed gravity values.
 KF0767
 KF0767;                    North         East    Units  Estimated Accuracy
 KF0767;SPC KS N     -    93,710.      520,260.      MT  (+/- 180 meters Scaled)
 KF0767
 KF0767                          SUPERSEDED SURVEY CONTROL
 KF0767
 KF0767.No superseded survey control is available for this station.
 KF0767
 KF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ066382(NAD 83)
 KF0767_MARKER: I = METAL ROD
 KF0767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KF0767_SP_SET: STAINLESS STEEL ROD
 KF0767_STAMPING: P 370 1986
 KF0767_MARK LOGO: NGS   
 KF0767_PROJECTION: PROJECTING 2 CENTIMETERS
 KF0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0767_ROD/PIPE-DEPTH: 7.0  meters
 KF0767
 KF0767  HISTORY     - Date     Condition        Report By
 KF0767  HISTORY     - 1986     MONUMENTED       NGS
 KF0767
 KF0767                          STATION DESCRIPTION
 KF0767
 KF0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0767'4.6 KM (2.85 MI) WEST FROM MANHATTAN.
 KF0767'3.2 KM (2.0 MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0767'STATION IN MANHATTAN, THENCE 1.4 KM (0.85 MI) WESTERLY ALONG STATE
 KF0767'HIGHWAY 18, 0.4 KM (0.25 MI) WEST OF THE INTERSECTION OF STATE HIGHWAY
 KF0767'113, 32.0 M (105.0 FT) NORTHWEST OF THE WEST END OF GUARD RAIL, 23.2 M
 KF0767'(76.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 KF0767'HIGHWAY, AND 0.7 M (2.3 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO
 KF0767'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KF0767'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KF0767'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1613 ***********************************************************************
 JE1613  DESIGNATION -  P 371
 JE1613  PID         -  JE1613
 JE1613  STATE/COUNTY-  KS/JOHNSON
 JE1613  USGS QUAD   -  DE SOTO (1991)
 JE1613
 JE1613                         *CURRENT SURVEY CONTROL
 JE1613  ___________________________________________________________________
 JE1613* NAD 83(1986)-  38 57 22.     (N)    094 54 56.     (W)     SCALED    
 JE1613* NAVD 88     -       244.635  (meters)     802.61   (feet)  ADJUSTED  
 JE1613  ___________________________________________________________________
 JE1613  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 JE1613  DYNAMIC HT  -         244.474 (meters)     802.08  (feet)  COMP
 JE1613  MODELED GRAV-     979,967.2   (mgal)                       NAVD 88
 JE1613
 JE1613  VERT ORDER  -  FIRST     CLASS II
 JE1613
 JE1613.The horizontal coordinates were scaled from a topographic map and have
 JE1613.an estimated accuracy of +/- 6 seconds.
 JE1613
 JE1613.The orthometric height was determined by differential leveling
 JE1613.and adjusted by the National Geodetic Survey in June 1991..
 JE1613
 JE1613.The geoid height was determined by GEOID03.
 JE1613
 JE1613.The dynamic height is computed by dividing the NAVD 88
 JE1613.geopotential number by the normal gravity value computed on the
 JE1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1613.degrees latitude (g = 980.6199 gals.).
 JE1613
 JE1613.The modeled gravity was interpolated from observed gravity values.
 JE1613
 JE1613;                    North         East    Units  Estimated Accuracy
 JE1613;SPC KS N     -    73,690.      667,300.      MT  (+/- 180 meters Scaled)
 JE1613
 JE1613                          SUPERSEDED SURVEY CONTROL
 JE1613
 JE1613.No superseded survey control is available for this station.
 JE1613
 JE1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD340136(NAD 83)
 JE1613_MARKER: DB = BENCH MARK DISK
 JE1613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1613_SP_SET: BRIDGE ABUTMENT
 JE1613_STAMPING: P 371 1986
 JE1613_MARK LOGO: NGS   
 JE1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1613
 JE1613  HISTORY     - Date     Condition        Report By
 JE1613  HISTORY     - 1986     MONUMENTED       NGS
 JE1613
 JE1613                          STATION DESCRIPTION
 JE1613
 JE1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1613'27.6 KM (17.15 MI) WEST FROM SHAWNEE.
 JE1613'14.3 KM (8.9 MI) WESTERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 JE1613'WITH INTERSTATE HIGHWAY 35 IN SHAWNEE, THENCE 7.4 KM (4.6 MI)
 JE1613'SOUTHERLY ALONG STATE HIGHWAY 7, THENCE 5.9 KM (3.65 MI) WESTERLY
 JE1613'ALONG STATE HIGHWAY 10, IN TOP OF AND 6.1 M (3.6 FT) SOUTHWEST OF THE
 JE1613'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 JE1613'SPANNING CEDAR CREEK, AND 6.1 M (20.0 FT) NORTHEAST OF THE CENTERLINE
 JE1613'OF THE HIGHWAY.
 JE1613'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0778 ***********************************************************************
 HG0778  DESIGNATION -  P 372
 HG0778  PID         -  HG0778
 HG0778  STATE/COUNTY-  KS/KINGMAN
 HG0778  USGS QUAD   -  CUNNINGHAM (1966)
 HG0778
 HG0778                         *CURRENT SURVEY CONTROL
 HG0778  ___________________________________________________________________
 HG0778* NAD 83(1986)-  37 38 43.     (N)    098 26 56.     (W)     SCALED    
 HG0778* NAVD 88     -       521.888  (meters)    1712.23   (feet)  ADJUSTED  
 HG0778  ___________________________________________________________________
 HG0778  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 HG0778  DYNAMIC HT  -         521.450 (meters)    1710.79  (feet)  COMP
 HG0778  MODELED GRAV-     979,775.3   (mgal)                       NAVD 88
 HG0778
 HG0778  VERT ORDER  -  FIRST     CLASS II
 HG0778
 HG0778.The horizontal coordinates were scaled from a topographic map and have
 HG0778.an estimated accuracy of +/- 6 seconds.
 HG0778
 HG0778.The orthometric height was determined by differential leveling
 HG0778.and adjusted by the National Geodetic Survey in June 1991..
 HG0778
 HG0778.The geoid height was determined by GEOID03.
 HG0778
 HG0778.The dynamic height is computed by dividing the NAVD 88
 HG0778.geopotential number by the normal gravity value computed on the
 HG0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0778.degrees latitude (g = 980.6199 gals.).
 HG0778
 HG0778.The modeled gravity was interpolated from observed gravity values.
 HG0778
 HG0778;                    North         East    Units  Estimated Accuracy
 HG0778;SPC KS S     -   508,610.      404,510.      MT  (+/- 180 meters Scaled)
 HG0778
 HG0778                          SUPERSEDED SURVEY CONTROL
 HG0778
 HG0778.No superseded survey control is available for this station.
 HG0778
 HG0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG486666(NAD 83)
 HG0778_MARKER: I = METAL ROD
 HG0778_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0778_SP_SET: STAINLESS STEEL ROD
 HG0778_STAMPING: P 372 1987
 HG0778_MARK LOGO: NGS   
 HG0778_PROJECTION: FLUSH
 HG0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0778_ROD/PIPE-DEPTH: 15.4 meters
 HG0778
 HG0778  HISTORY     - Date     Condition        Report By
 HG0778  HISTORY     - 1987     MONUMENTED       NGS
 HG0778
 HG0778                          STATION DESCRIPTION
 HG0778
 HG0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 HG0778'1.9 KM (1.2 MI) WEST FROM CUNNINGHAM.
 HG0778'1.9 KM (1.2 MI) WESTERLY ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH
 HG0778'COUNTY ROAD 359 IN CUNNINGHAM, 1.4 KM (0.85 MI) EAST OF THE
 HG0778'PRATT-KINGMAN COUNTY LINE, 0.2 KM (0.1 MI) WEST OF THE INTERSECTION OF
 HG0778'A CROSSROAD, 43.4 M (142.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HG0778'31.3 M (102.7 FT) NORTHWEST OF A UTILITY POLE, 14.3 M (46.9 FT) NORTH
 HG0778'OF THE NEAR RAIL OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD, AND
 HG0778'1.8 M (5.9 FT) WEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 HG0778'HAD THROUGH A 5-INCH LOGO CAP.
 HG0778'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 HG0778'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6462 ***********************************************************************
 AE6462  DESIGNATION -  P 375
 AE6462  PID         -  AE6462
 AE6462  STATE/COUNTY-  KS/MCPHERSON
 AE6462  USGS QUAD   -  CANTON (1985)
 AE6462
 AE6462                         *CURRENT SURVEY CONTROL
 AE6462  ___________________________________________________________________
 AE6462* NAD 83(1986)-  38 22 36.     (N)    097 24 32.     (W)     SCALED    
 AE6462* NAVD 88     -       481.221  (meters)    1578.81   (feet)  ADJUSTED  
 AE6462  ___________________________________________________________________
 AE6462  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AE6462  DYNAMIC HT  -         480.859 (meters)    1577.62  (feet)  COMP
 AE6462  MODELED GRAV-     979,861.8   (mgal)                       NAVD 88
 AE6462
 AE6462  VERT ORDER  -  FIRST     CLASS II
 AE6462
 AE6462.The horizontal coordinates were scaled from a topographic map and have
 AE6462.an estimated accuracy of +/- 6 seconds.
 AE6462
 AE6462.The orthometric height was determined by differential leveling
 AE6462.and adjusted by the National Geodetic Survey in July 2002..
 AE6462
 AE6462.The geoid height was determined by GEOID03.
 AE6462
 AE6462.The dynamic height is computed by dividing the NAVD 88
 AE6462.geopotential number by the normal gravity value computed on the
 AE6462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6462.degrees latitude (g = 980.6199 gals.).
 AE6462
 AE6462.The modeled gravity was interpolated from observed gravity values.
 AE6462
 AE6462;                    North         East    Units  Estimated Accuracy
 AE6462;SPC KS S     -   590,350.      495,340.      MT  (+/- 180 meters Scaled)
 AE6462
 AE6462                          SUPERSEDED SURVEY CONTROL
 AE6462
 AE6462.No superseded survey control is available for this station.
 AE6462
 AE6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH389488(NAD 83)
 AE6462_MARKER: I = METAL ROD
 AE6462_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6462_STAMPING: P 375 1998
 AE6462_MARK LOGO: NGS   
 AE6462_PROJECTION: FLUSH
 AE6462_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6462+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AE6462_ROD/PIPE-DEPTH: 8.2  meters
 AE6462_SLEEVE-DEPTH  : 0.9 meters
 AE6462
 AE6462  HISTORY     - Date     Condition        Report By
 AE6462  HISTORY     - 1998     MONUMENTED       NGS
 AE6462
 AE6462                          STATION DESCRIPTION
 AE6462
 AE6462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE6462'18.8 KM (11.70 MI) EASTERLY ALONG U.S.  HIGHWAY 56 FROM THE JUNCTION
 AE6462'OF INTERSTATE HIGHWAY 135 IN MCPHERSON (EXIT 60) , 22.5 M (73.8 FT)
 AE6462'SOUTH OF THE HIGHWAY CENTER, 15.8 M (51.8 FT) EAST OF THE CENTER OF
 AE6462'28TH AVENUE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND A RIGHT-OF-WAY
 AE6462'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS
 AE6462'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AE6462'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0228 ***********************************************************************
 HG0228  DESIGNATION -  P 38 RESET
 HG0228  PID         -  HG0228
 HG0228  STATE/COUNTY-  KS/KINGMAN
 HG0228  USGS QUAD   -  RAGO (1973)
 HG0228
 HG0228                         *CURRENT SURVEY CONTROL
 HG0228  ___________________________________________________________________
 HG0228* NAD 83(1986)-  37 27 04.     (N)    098 04 51.     (W)     SCALED    
 HG0228* NAVD 88     -       441.752  (meters)    1449.31   (feet)  ADJUSTED  
 HG0228  ___________________________________________________________________
 HG0228  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0228  DYNAMIC HT  -         441.386 (meters)    1448.11  (feet)  COMP
 HG0228  MODELED GRAV-     979,788.0   (mgal)                       NAVD 88
 HG0228
 HG0228  VERT ORDER  -  FIRST     CLASS II
 HG0228
 HG0228.The horizontal coordinates were scaled from a topographic map and have
 HG0228.an estimated accuracy of +/- 6 seconds.
 HG0228
 HG0228.The orthometric height was determined by differential leveling
 HG0228.and adjusted by the National Geodetic Survey in June 1991..
 HG0228
 HG0228.The geoid height was determined by GEOID03.
 HG0228
 HG0228.The dynamic height is computed by dividing the NAVD 88
 HG0228.geopotential number by the normal gravity value computed on the
 HG0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0228.degrees latitude (g = 980.6199 gals.).
 HG0228
 HG0228.The modeled gravity was interpolated from observed gravity values.
 HG0228
 HG0228;                    North         East    Units  Estimated Accuracy
 HG0228;SPC KS S     -   487,150.      437,090.      MT  (+/- 180 meters Scaled)
 HG0228
 HG0228                          SUPERSEDED SURVEY CONTROL
 HG0228
 HG0228  NGVD 29 (??/??/92)  441.616  (m)         1448.87   (f) ADJ UNCH    1 2
 HG0228
 HG0228.Superseded values are not recommended for survey control.
 HG0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0228.See file dsdata.txt to determine how the superseded data were derived.
 HG0228
 HG0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG812453(NAD 83)
 HG0228_MARKER: DB = BENCH MARK DISK
 HG0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0228_STAMPING: P 38 RESET 1948
 HG0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0228+STABILITY: SURFACE MOTION
 HG0228
 HG0228  HISTORY     - Date     Condition        Report By
 HG0228  HISTORY     - 1948     MONUMENTED       CGS
 HG0228  HISTORY     - 1962     GOOD             NGS
 HG0228  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0228
 HG0228                          STATION DESCRIPTION
 HG0228
 HG0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HG0228'AT RAGO.
 HG0228'AT RAGO, 90 FEET EAST OF THE ATCHISON, TOPEKA AND SANTA FE RWY.
 HG0228'STATION, 52 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 14, 31
 HG0228'FEET WEST OF THE WEST EDGE OF THE RAILWAY WATER TANK, 23 FEET
 HG0228'SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET NORTHWEST OF THE
 HG0228'NORTHWEST CORNER OF A BUILDING ATTACHED TO THE WATER TANK.  A
 HG0228'STANDARD DISK, STAMPED P 38 RESET 1948 AND SET IN THE TOP OF A
 HG0228'CONCRETE POST.
 HG0228
 HG0228                          STATION RECOVERY (1986)
 HG0228
 HG0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0228'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0446 ***********************************************************************
 HF0446  DESIGNATION -  P 39
 HF0446  PID         -  HF0446
 HF0446  STATE/COUNTY-  KS/SEDGWICK
 HF0446  USGS QUAD   -  WICHITA EAST (1982)
 HF0446
 HF0446                         *CURRENT SURVEY CONTROL
 HF0446  ___________________________________________________________________
 HF0446* NAD 83(1986)-  37 42 56.     (N)    097 16 51.     (W)     SCALED    
 HF0446* NAVD 88     -       429.438  (meters)    1408.91   (feet)  ADJUSTED  
 HF0446  ___________________________________________________________________
 HF0446  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0446  DYNAMIC HT  -         429.102 (meters)    1407.81  (feet)  COMP
 HF0446  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 HF0446
 HF0446  VERT ORDER  -  SECOND    CLASS 0
 HF0446
 HF0446.The horizontal coordinates were scaled from a topographic map and have
 HF0446.an estimated accuracy of +/- 6 seconds.
 HF0446
 HF0446.The orthometric height was determined by differential leveling
 HF0446.and adjusted by the National Geodetic Survey in June 1991..
 HF0446
 HF0446.The geoid height was determined by GEOID03.
 HF0446
 HF0446.The dynamic height is computed by dividing the NAVD 88
 HF0446.geopotential number by the normal gravity value computed on the
 HF0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0446.degrees latitude (g = 980.6199 gals.).
 HF0446
 HF0446.The modeled gravity was interpolated from observed gravity values.
 HF0446
 HF0446;                    North         East    Units  Estimated Accuracy
 HF0446;SPC KS S     -   517,110.      507,490.      MT  (+/- 180 meters Scaled)
 HF0446
 HF0446                          SUPERSEDED SURVEY CONTROL
 HF0446
 HF0446  NGVD 29 (??/??/92)  429.283  (m)         1408.41   (f) ADJ UNCH    2 0
 HF0446
 HF0446.Superseded values are not recommended for survey control.
 HF0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0446.See file dsdata.txt to determine how the superseded data were derived.
 HF0446
 HF0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG515756(NAD 83)
 HF0446_MARKER: DB = BENCH MARK DISK
 HF0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0446_STAMPING: P 39 1934
 HF0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0446+STABILITY: SURFACE MOTION
 HF0446
 HF0446  HISTORY     - Date     Condition        Report By
 HF0446  HISTORY     - 1934     MONUMENTED       CGS
 HF0446  HISTORY     - 1954     GOOD             NGS
 HF0446  HISTORY     - 1972     GOOD             NGS
 HF0446
 HF0446                          STATION DESCRIPTION
 HF0446
 HF0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HF0446'4 MI E FROM WICHITA.
 HF0446'4 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0446'WICHITA, AT MILEAGE 501.42, AT A ROAD CROSSING, 34 FEET WEST
 HF0446'OF THE CENTERLINE OF THE ROAD, 48 FEET NORTH OF THE CENTERLINE
 HF0446'OF THE TRACK, AND 38 FEET SOUTH OF THE CENTERLINE OF A ROAD
 HF0446'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED P 39 1934 AND
 HF0446'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK IS LOCATED
 HF0446'AT ROAD CROSSING IN THE SOUTHWEST ANGLE OF INTERSECTION OF OLIVER
 HF0446'AND 17TH STREETS, IN CONCRETE POST NEAR BASE OF A RAILWAY
 HF0446'CROSSING SIGN SUPPORT POST.
 HF0446
 HF0446                          STATION RECOVERY (1972)
 HF0446
 HF0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0895 ***********************************************************************
 HF0895  DESIGNATION -  P 4
 HF0895  PID         -  HF0895
 HF0895  STATE/COUNTY-  KS/RENO
 HF0895  USGS QUAD   -  ELMER (1961)
 HF0895
 HF0895                         *CURRENT SURVEY CONTROL
 HF0895  ___________________________________________________________________
 HF0895* NAD 83(1986)-  37 58 53.     (N)    097 56 58.     (W)     SCALED    
 HF0895* NAVD 88     -       472.050  (meters)    1548.72   (feet)  ADJUSTED  
 HF0895  ___________________________________________________________________
 HF0895  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 HF0895  DYNAMIC HT  -         471.686 (meters)    1547.52  (feet)  COMP
 HF0895  MODELED GRAV-     979,843.1   (mgal)                       NAVD 88
 HF0895
 HF0895  VERT ORDER  -  FIRST     CLASS II
 HF0895
 HF0895.The horizontal coordinates were scaled from a topographic map and have
 HF0895.an estimated accuracy of +/- 6 seconds.
 HF0895
 HF0895.The orthometric height was determined by differential leveling
 HF0895.and adjusted by the National Geodetic Survey in June 1991..
 HF0895
 HF0895.The geoid height was determined by GEOID03.
 HF0895
 HF0895.The dynamic height is computed by dividing the NAVD 88
 HF0895.geopotential number by the normal gravity value computed on the
 HF0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0895.degrees latitude (g = 980.6199 gals.).
 HF0895
 HF0895.The modeled gravity was interpolated from observed gravity values.
 HF0895
 HF0895;                    North         East    Units  Estimated Accuracy
 HF0895;SPC KS S     -   546,060.      448,370.      MT  (+/- 180 meters Scaled)
 HF0895
 HF0895                          SUPERSEDED SURVEY CONTROL
 HF0895
 HF0895  NGVD 29 (??/??/92)  471.900  (m)         1548.23   (f) ADJ UNCH    1 2
 HF0895
 HF0895.Superseded values are not recommended for survey control.
 HF0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0895.See file dsdata.txt to determine how the superseded data were derived.
 HF0895
 HF0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH922042(NAD 83)
 HF0895_MARKER: H = DRILL HOLE
 HF0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0895_SP_SET: LIMESTONE POST
 HF0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0895+STABILITY: SURFACE MOTION
 HF0895
 HF0895  HISTORY     - Date     Condition        Report By
 HF0895  HISTORY     - UNK      MONUMENTED       CGS
 HF0895  HISTORY     - 1953     POOR             NGS
 HF0895
 HF0895                          STATION DESCRIPTION
 HF0895
 HF0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HF0895'5.3 MI S FROM HUTCHINSON.
 HF0895'1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0895'RAILROAD FROM THE STATION AT HUTCHINSON, THENCE 4.1 MILES SOUTH
 HF0895'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 6 1/2 POLES
 HF0895'SOUTH OF A ROAD CROSSING, 78 FEET SOUTH OF A FENCE LEADING
 HF0895'EAST, 40.5 FEET EAST OF THE EAST RAIL, 13 FEET EAST OF A NORTH
 HF0895'AND SOUTH FENCE, 12 FEET EAST OF A WITNESS POST, THE BOTTOM
 HF0895'OF A SQUARE HOLE IN THE TOP OF A LIMESTONE POST WHICH PROJECTS
 HF0895'0.3 FOOT ABOVE THE GROUND.  THE TOP PART OF THE POST IS IN
 HF0895'POOR CONDITION.  IT HAS BEEN HIT BY FARM MACHINERY.  THE HOLE
 HF0895'HAS BEEN DUG OUT ABOUT 1/2 INCH DEEPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0155 ***********************************************************************
 JG0155  DESIGNATION -  P 40
 JG0155  PID         -  JG0155
 JG0155  STATE/COUNTY-  KS/STAFFORD
 JG0155  USGS QUAD   -  HUDSON NW (1970)
 JG0155
 JG0155                         *CURRENT SURVEY CONTROL
 JG0155  ___________________________________________________________________
 JG0155* NAD 83(1986)-  38 07 47.     (N)    098 42 47.     (W)     SCALED    
 JG0155* NAVD 88     -       573.340  (meters)    1881.03   (feet)  ADJUSTED  
 JG0155  ___________________________________________________________________
 JG0155  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 JG0155  DYNAMIC HT  -         572.895 (meters)    1879.57  (feet)  COMP
 JG0155  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 JG0155
 JG0155  VERT ORDER  -  SECOND    CLASS 0
 JG0155
 JG0155.The horizontal coordinates were scaled from a topographic map and have
 JG0155.an estimated accuracy of +/- 6 seconds.
 JG0155
 JG0155.The orthometric height was determined by differential leveling
 JG0155.and adjusted by the National Geodetic Survey in June 1991..
 JG0155
 JG0155.The geoid height was determined by GEOID03.
 JG0155
 JG0155.The dynamic height is computed by dividing the NAVD 88
 JG0155.geopotential number by the normal gravity value computed on the
 JG0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0155.degrees latitude (g = 980.6199 gals.).
 JG0155
 JG0155.The modeled gravity was interpolated from observed gravity values.
 JG0155
 JG0155;                    North         East    Units  Estimated Accuracy
 JG0155;SPC KS S     -   562,400.      381,320.      MT  (+/- 180 meters Scaled)
 JG0155
 JG0155                          SUPERSEDED SURVEY CONTROL
 JG0155
 JG0155  NGVD 29 (??/??/92)  573.192  (m)         1880.55   (f) ADJ UNCH    2 0
 JG0155
 JG0155.Superseded values are not recommended for survey control.
 JG0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0155.See file dsdata.txt to determine how the superseded data were derived.
 JG0155
 JG0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH251202(NAD 83)
 JG0155_MARKER: DB = BENCH MARK DISK
 JG0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0155_STAMPING: P 40 1934
 JG0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0155+STABILITY: SURFACE MOTION
 JG0155
 JG0155  HISTORY     - Date     Condition        Report By
 JG0155  HISTORY     - 1934     MONUMENTED       CGS
 JG0155  HISTORY     - 1970     GOOD             USGS
 JG0155  HISTORY     - 1970     GOOD             NGS
 JG0155
 JG0155                          STATION DESCRIPTION
 JG0155
 JG0155'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 JG0155'13.6 MI N FROM STAFFORD.
 JG0155'13.6 MI N ALONG MPRR FROM STAFFORD, HUDSON, 2 MI. NORTH AND
 JG0155'3 MI. WEST OF, IN THE NE 1/4 OF SEC. 23, T-22-S, R-13-W, ABOUT
 JG0155'0.1 MI. W. OF X-RDS., AT A RR X-ING OF THE MISSOURI PACIFIC
 JG0155'RAILROAD AT A E-W COUNTY ROAD, 38 FT S. AND 112 FT. E. OF RR
 JG0155'X-ING, 33 FT. NE OF CENTERLINE OF RR TRACKS, IN A CONC. POST
 JG0155'PROJECTING ABOUT 2 INCHES ABOVE GROUND, A STD TABLET (USC AND GS)
 JG0155'STAMPED P 40 1934.  MARKED WITH A WITNESS SIGN 1 FT. S. OF BM.
 JG0155
 JG0155                          STATION RECOVERY (1970)
 JG0155
 JG0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JG0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0306 ***********************************************************************
 HG0306  DESIGNATION -  P 41
 HG0306  PID         -  HG0306
 HG0306  STATE/COUNTY-  KS/PRATT
 HG0306  USGS QUAD   -  PRATT (1968)
 HG0306
 HG0306                         *CURRENT SURVEY CONTROL
 HG0306  ___________________________________________________________________
 HG0306* NAD 83(1986)-  37 40 31.     (N)    098 44 21.     (W)     SCALED    
 HG0306* NAVD 88     -       592.536  (meters)    1944.01   (feet)  ADJUSTED  
 HG0306  ___________________________________________________________________
 HG0306  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 HG0306  DYNAMIC HT  -         592.042 (meters)    1942.39  (feet)  COMP
 HG0306  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 HG0306
 HG0306  VERT ORDER  -  FIRST     CLASS II
 HG0306
 HG0306.The horizontal coordinates were scaled from a topographic map and have
 HG0306.an estimated accuracy of +/- 6 seconds.
 HG0306
 HG0306.The orthometric height was determined by differential leveling
 HG0306.and adjusted by the National Geodetic Survey in June 1991..
 HG0306
 HG0306.The geoid height was determined by GEOID03.
 HG0306
 HG0306.The dynamic height is computed by dividing the NAVD 88
 HG0306.geopotential number by the normal gravity value computed on the
 HG0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0306.degrees latitude (g = 980.6199 gals.).
 HG0306
 HG0306.The modeled gravity was interpolated from observed gravity values.
 HG0306
 HG0306;                    North         East    Units  Estimated Accuracy
 HG0306;SPC KS S     -   511,970.      378,900.      MT  (+/- 180 meters Scaled)
 HG0306
 HG0306                          SUPERSEDED SURVEY CONTROL
 HG0306
 HG0306  NGVD 29 (??/??/92)  592.290  (m)         1943.20   (f) ADJ UNCH    1 2
 HG0306
 HG0306.Superseded values are not recommended for survey control.
 HG0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0306.See file dsdata.txt to determine how the superseded data were derived.
 HG0306
 HG0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG230698(NAD 83)
 HG0306_MARKER: DB = BENCH MARK DISK
 HG0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0306_SP_SET: CONCRETE POST
 HG0306_STAMPING: P 41 1934
 HG0306_MARK LOGO: CGS   
 HG0306_PROJECTION: PROJECTING 5 CENTIMETERS
 HG0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0306+STABILITY: SURFACE MOTION
 HG0306
 HG0306  HISTORY     - Date     Condition        Report By
 HG0306  HISTORY     - UNK      MONUMENTED       CGS
 HG0306  HISTORY     - 1934     GOOD             NGS
 HG0306  HISTORY     - 1968     GOOD             NGS
 HG0306  HISTORY     - 1986     GOOD             NGS
 HG0306
 HG0306                          STATION DESCRIPTION
 HG0306
 HG0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HG0306'1.7 MI N FROM PRATT.
 HG0306'1.7 MILES NORTH OF PRATT.  SET ON RIGHT OF WAY OF STATE HIGHWAY
 HG0306'NO. 281.  50 FT. WEST OF CENTER LINE OF STATE HIGHWAY NO. 281.
 HG0306'29 FT. NORTH OF CENTER LINE OF COUNTY ROAD.
 HG0306
 HG0306                          STATION RECOVERY (1968)
 HG0306
 HG0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HG0306'RECOVERED IN GOOD CONDITION.
 HG0306
 HG0306                          STATION RECOVERY (1986)
 HG0306
 HG0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0306'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.23 KM (2.01
 HG0306'MI) NORTH ALONG US HIGHWAY 281 FROM THE JUNCTION OF US HIGHWAY 54 AT
 HG0306'PRATT, IN THE NORTHWEST CORNER OF THE JUNCTION OF A COUNTY ROAD, 15.8
 HG0306'METERS (52 FT) WEST OF THE HIGHWAY CENTERLINE, 7.0 METERS (23 FT)
 HG0306'NORTH OF THE CENTER OF THE ROAD AND 0.7 METER (2.5 FT) SOUTH OF THE
 HG0306'SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND A BRICK FARM HOUSE.
 HG0306'NOTE--STAMPING NOW READS P 41 1934.
 HG0306'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0306'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0014 ***********************************************************************
 HF0014  DESIGNATION -  P 42
 HF0014  PID         -  HF0014
 HF0014  STATE/COUNTY-  KS/GREENWOOD
 HF0014  USGS QUAD   -  FALL RIVER (1975)
 HF0014
 HF0014                         *CURRENT SURVEY CONTROL
 HF0014  ___________________________________________________________________
 HF0014* NAD 83(1986)-  37 37 23.     (N)    096 06 23.     (W)     SCALED    
 HF0014* NAVD 88     -       297.859  (meters)     977.23   (feet)  ADJUSTED  
 HF0014  ___________________________________________________________________
 HF0014  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 HF0014  DYNAMIC HT  -         297.624 (meters)     976.45  (feet)  COMP
 HF0014  MODELED GRAV-     979,833.6   (mgal)                       NAVD 88
 HF0014
 HF0014  VERT ORDER  -  SECOND    CLASS 0
 HF0014
 HF0014.The horizontal coordinates were scaled from a topographic map and have
 HF0014.an estimated accuracy of +/- 6 seconds.
 HF0014
 HF0014.The orthometric height was determined by differential leveling
 HF0014.and adjusted by the National Geodetic Survey in June 1991..
 HF0014
 HF0014.The geoid height was determined by GEOID03.
 HF0014
 HF0014.The dynamic height is computed by dividing the NAVD 88
 HF0014.geopotential number by the normal gravity value computed on the
 HF0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0014.degrees latitude (g = 980.6199 gals.).
 HF0014
 HF0014.The modeled gravity was interpolated from observed gravity values.
 HF0014
 HF0014;                    North         East    Units  Estimated Accuracy
 HF0014;SPC KS S     -   508,860.      611,270.      MT  (+/- 180 meters Scaled)
 HF0014
 HF0014                          SUPERSEDED SURVEY CONTROL
 HF0014
 HF0014  NGVD 29 (??/??/92)  297.714  (m)          976.75   (f) ADJ UNCH    2 0
 HF0014
 HF0014.Superseded values are not recommended for survey control.
 HF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0014.See file dsdata.txt to determine how the superseded data were derived.
 HF0014
 HF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG553679(NAD 83)
 HF0014_MARKER: DB = BENCH MARK DISK
 HF0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0014_SP_SET: TRESTLE
 HF0014_STAMPING: P 42 1934
 HF0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0014
 HF0014  HISTORY     - Date     Condition        Report By
 HF0014  HISTORY     - 1934     MONUMENTED       CGS
 HF0014  HISTORY     - 19910129 GOOD             USPSQD
 HF0014
 HF0014                          STATION DESCRIPTION
 HF0014
 HF0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0014'7.6 MI E FROM SEVERY.
 HF0014'7.6 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0014'SEVERY, AT MILEAGE 431.1, AT TRESTLE 431.1, IN THE TOP OF THE
 HF0014'WEST HEADWALL, AND 7 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 HF0014'A STANDARD DISK, STAMPED P 42 1934.
 HF0014
 HF0014                          STATION RECOVERY (1991)
 HF0014
 HF0014'RECOVERY NOTE BY US POWER SQUADRON 1991 (JB)
 HF0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0266 ***********************************************************************
 HF0266  DESIGNATION -  P 43
 HF0266  PID         -  HF0266
 HF0266  STATE/COUNTY-  KS/COWLEY
 HF0266  USGS QUAD   -  ATLANTA (1964)
 HF0266
 HF0266                         *CURRENT SURVEY CONTROL
 HF0266  ___________________________________________________________________
 HF0266* NAD 83(1986)-  37 23 29.     (N)    096 49 23.     (W)     SCALED    
 HF0266* NAVD 88     -       419.530  (meters)    1376.41   (feet)  ADJUSTED  
 HF0266  ___________________________________________________________________
 HF0266  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HF0266  DYNAMIC HT  -         419.187 (meters)    1375.28  (feet)  COMP
 HF0266  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 HF0266
 HF0266  VERT ORDER  -  SECOND    CLASS 0
 HF0266
 HF0266.The horizontal coordinates were scaled from a topographic map and have
 HF0266.an estimated accuracy of +/- 6 seconds.
 HF0266
 HF0266.The orthometric height was determined by differential leveling
 HF0266.and adjusted by the National Geodetic Survey in June 1991..
 HF0266
 HF0266.The geoid height was determined by GEOID03.
 HF0266
 HF0266.The dynamic height is computed by dividing the NAVD 88
 HF0266.geopotential number by the normal gravity value computed on the
 HF0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0266.degrees latitude (g = 980.6199 gals.).
 HF0266
 HF0266.The modeled gravity was interpolated from observed gravity values.
 HF0266
 HF0266;                    North         East    Units  Estimated Accuracy
 HF0266;SPC KS S     -   481,770.      548,490.      MT  (+/- 180 meters Scaled)
 HF0266
 HF0266                          SUPERSEDED SURVEY CONTROL
 HF0266
 HF0266  NGVD 29 (??/??/92)  419.381  (m)         1375.92   (f) ADJ UNCH    2 0
 HF0266
 HF0266.Superseded values are not recommended for survey control.
 HF0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0266.See file dsdata.txt to determine how the superseded data were derived.
 HF0266
 HF0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG927405(NAD 83)
 HF0266_MARKER: DB = BENCH MARK DISK
 HF0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0266_STAMPING: P 43 1934
 HF0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0266+STABILITY: SURFACE MOTION
 HF0266
 HF0266  HISTORY     - Date     Condition        Report By
 HF0266  HISTORY     - 1934     MONUMENTED       CGS
 HF0266  HISTORY     - 1964     POOR             USGS
 HF0266
 HF0266                          STATION DESCRIPTION
 HF0266
 HF0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0266'4.5 MI SW FROM ATLANTA.
 HF0266'4.5 MILES SOUTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HF0266'FROM ATLANTA, COWLEY COUNTY, AT MILEAGE 485.24, 28 FEET SOUTHEAST
 HF0266'OF THE CENTER LINE OF THE TRACK, AND 40 FEET SOUTHWEST OF POLE
 HF0266'485/07.  A STANDARD DISK, STAMPED P 43 1934 AND SET IN THE TOP
 HF0266'OF A CONCRETE POST.  NOTE-- MARK APPEARS TO HAVE BEEN RAISED AT
 HF0266'SOME TIME AND HAS BEEN PROVEN BY STADIA TRAVERSE TO BE ABOUT 1.8
 HF0266'FEET HIGH.
 HF0266
 HF0266                          STATION RECOVERY (1964)
 HF0266
 HF0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HF0266'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0907 ***********************************************************************
 JE0907  DESIGNATION -  P 44
 JE0907  PID         -  JE0907
 JE0907  STATE/COUNTY-  KS/FRANKLIN
 JE0907  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE0907
 JE0907                         *CURRENT SURVEY CONTROL
 JE0907  ___________________________________________________________________
 JE0907* NAD 83(1986)-  38 34 31.     (N)    095 16 15.     (W)     SCALED    
 JE0907* NAVD 88     -       282.375  (meters)     926.43   (feet)  ADJUSTED  
 JE0907  ___________________________________________________________________
 JE0907  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0907  DYNAMIC HT  -         282.179 (meters)     925.78  (feet)  COMP
 JE0907  MODELED GRAV-     979,926.6   (mgal)                       NAVD 88
 JE0907
 JE0907  VERT ORDER  -  SECOND    CLASS 0
 JE0907
 JE0907.The horizontal coordinates were scaled from a topographic map and have
 JE0907.an estimated accuracy of +/- 6 seconds.
 JE0907
 JE0907.The orthometric height was determined by differential leveling
 JE0907.and adjusted by the National Geodetic Survey in June 1991..
 JE0907.WARNING-Repeat measurements at this control monument indicate possible
 JE0907.vertical movement.
 JE0907
 JE0907.The geoid height was determined by GEOID03.
 JE0907
 JE0907.The dynamic height is computed by dividing the NAVD 88
 JE0907.geopotential number by the normal gravity value computed on the
 JE0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0907.degrees latitude (g = 980.6199 gals.).
 JE0907
 JE0907.The modeled gravity was interpolated from observed gravity values.
 JE0907
 JE0907;                    North         East    Units  Estimated Accuracy
 JE0907;SPC KS S     -   616,710.      681,340.      MT  (+/- 180 meters Scaled)
 JE0907
 JE0907                          SUPERSEDED SURVEY CONTROL
 JE0907
 JE0907  NGVD 29 (??/??/92)  282.209  (m)          925.88   (f) ADJ UNCH    2 0
 JE0907
 JE0907.Superseded values are not recommended for survey control.
 JE0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0907.See file dsdata.txt to determine how the superseded data were derived.
 JE0907
 JE0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC021720(NAD 83)
 JE0907_MARKER: DB = BENCH MARK DISK
 JE0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0907_STAMPING: P 44 1934
 JE0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0907+STABILITY: SURFACE MOTION
 JE0907
 JE0907  HISTORY     - Date     Condition        Report By
 JE0907  HISTORY     - 1934     MONUMENTED       CGS
 JE0907  HISTORY     - 1950     GOOD             NGS
 JE0907  HISTORY     - 1981     GOOD             KSDT
 JE0907
 JE0907                          STATION DESCRIPTION
 JE0907
 JE0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0907'2.6 MI S FROM OTTAWA.
 JE0907'ALONG THE ATCHISON, TOPEKA AND THE SANTA FE RAILROAD, 14 FEET
 JE0907'NORTH OF THE 7TH POLE SOUTH OF SEMAPHORE 612, 100 FEET SOUTH OF
 JE0907'THE CENTER OF PRIVATE ROAD CROSSING, 45 FEET EAST OF THE CENTER
 JE0907'OF THE TRACK, 7 FEET WEST OF THE RIGHT-OF-WAY FENCE AND IN LINE
 JE0907'WITH THE TELEGRAPH POLES.  THE DISK IS SET IN THE TOP OF A
 JE0907'CONCRETE POST, PROJECTING 6 INCHES.  THE MARK IS 1 FOOT NORTH OF
 JE0907'A WITNESS POST.
 JE0907
 JE0907                          STATION RECOVERY (1981)
 JE0907
 JE0907'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 JE0907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0195 ***********************************************************************
 JH0195  DESIGNATION -  P 5
 JH0195  PID         -  JH0195
 JH0195  STATE/COUNTY-  KS/WALLACE
 JH0195  USGS QUAD   -  MOUTH OF LAKE CREEK (1969)
 JH0195
 JH0195                         *CURRENT SURVEY CONTROL
 JH0195  ___________________________________________________________________
 JH0195* NAD 83(1986)-  38 56 56.     (N)    101 29 24.     (W)     SCALED    
 JH0195* NAVD 88     -       992.462  (meters)    3256.10   (feet)  ADJUSTED  
 JH0195  ___________________________________________________________________
 JH0195  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 JH0195  DYNAMIC HT  -         991.626 (meters)    3253.36  (feet)  COMP
 JH0195  MODELED GRAV-     979,751.5   (mgal)                       NAVD 88
 JH0195
 JH0195  VERT ORDER  -  FIRST     CLASS II
 JH0195
 JH0195.The horizontal coordinates were scaled from a topographic map and have
 JH0195.an estimated accuracy of +/- 6 seconds.
 JH0195
 JH0195.The orthometric height was determined by differential leveling
 JH0195.and adjusted by the National Geodetic Survey in June 1991..
 JH0195
 JH0195.The geoid height was determined by GEOID03.
 JH0195
 JH0195.The dynamic height is computed by dividing the NAVD 88
 JH0195.geopotential number by the normal gravity value computed on the
 JH0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0195.degrees latitude (g = 980.6199 gals.).
 JH0195
 JH0195.The modeled gravity was interpolated from observed gravity values.
 JH0195
 JH0195;                    North         East    Units  Estimated Accuracy
 JH0195;SPC KS N     -    74,160.       97,540.      MT  (+/- 180 meters Scaled)
 JH0195
 JH0195                          SUPERSEDED SURVEY CONTROL
 JH0195
 JH0195  NGVD 29 (??/??/92)  992.069  (m)         3254.81   (f) ADJ UNCH    1 2
 JH0195
 JH0195.Superseded values are not recommended for survey control.
 JH0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0195.See file dsdata.txt to determine how the superseded data were derived.
 JH0195
 JH0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ842140(NAD 83)
 JH0195_MARKER: DB = BENCH MARK DISK
 JH0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0195_STAMPING: P 5 1933
 JH0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0195+STABILITY: SURFACE MOTION
 JH0195
 JH0195  HISTORY     - Date     Condition        Report By
 JH0195  HISTORY     - 1933     MONUMENTED       CGS
 JH0195  HISTORY     - 1952     GOOD             NGS
 JH0195
 JH0195                          STATION DESCRIPTION
 JH0195
 JH0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0195'6.1 MI NE FROM WALLACE.
 JH0195'6.1 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JH0195'STATION AT WALLACE, 0.55 MILE SOUTHWEST OF THE LOGAN AND WALLACE
 JH0195'COUNTY LINE, 2 POLES EAST OF MILEPOST 415.  120 FEET NORTHWEST
 JH0195'OF THE CENTER LINE OF U.S. HIGHWAY 40, 45.6 FEET SOUTHEAST OF
 JH0195'THE SOUTHEAST RAIL, 2.4 FEET WEST OF A FENCE CORNER, 1.6 FEET
 JH0195'SOUTHWEST OF A WITNESS POST, 1.1 MILES SOUTHWEST OF BENCH MARK
 JH0195'A 299, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 JH0195'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0268 ***********************************************************************
 JF0268  DESIGNATION -  P 50
 JF0268  PID         -  JF0268
 JF0268  STATE/COUNTY-  KS/CHASE
 JF0268  USGS QUAD   -  CEDAR POINT (1989)
 JF0268
 JF0268                         *CURRENT SURVEY CONTROL
 JF0268  ___________________________________________________________________
 JF0268* NAD 83(1986)-  38 16 33.     (N)    096 47 07.     (W)     SCALED    
 JF0268* NAVD 88     -       378.147  (meters)    1240.64   (feet)  ADJUSTED  
 JF0268  ___________________________________________________________________
 JF0268  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 JF0268  DYNAMIC HT  -         377.869 (meters)    1239.73  (feet)  COMP
 JF0268  MODELED GRAV-     979,885.0   (mgal)                       NAVD 88
 JF0268
 JF0268  VERT ORDER  -  SECOND    CLASS 0
 JF0268
 JF0268.The horizontal coordinates were scaled from a topographic map and have
 JF0268.an estimated accuracy of +/- 6 seconds.
 JF0268
 JF0268.The orthometric height was determined by differential leveling
 JF0268.and adjusted by the National Geodetic Survey in June 1991..
 JF0268.WARNING-Repeat measurements at this control monument indicate possible
 JF0268.vertical movement.
 JF0268
 JF0268.The geoid height was determined by GEOID03.
 JF0268
 JF0268.The dynamic height is computed by dividing the NAVD 88
 JF0268.geopotential number by the normal gravity value computed on the
 JF0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0268.degrees latitude (g = 980.6199 gals.).
 JF0268
 JF0268.The modeled gravity was interpolated from observed gravity values.
 JF0268
 JF0268;                    North         East    Units  Estimated Accuracy
 JF0268;SPC KS S     -   579,980.      550,030.      MT  (+/- 180 meters Scaled)
 JF0268
 JF0268                          SUPERSEDED SURVEY CONTROL
 JF0268
 JF0268  NGVD 29 (??/??/92)  377.987  (m)         1240.11   (f) ADJ UNCH    2 0
 JF0268
 JF0268.Superseded values are not recommended for survey control.
 JF0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0268.See file dsdata.txt to determine how the superseded data were derived.
 JF0268
 JF0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH937387(NAD 83)
 JF0268_MARKER: DB = BENCH MARK DISK
 JF0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0268+STABILITY: SURFACE MOTION
 JF0268
 JF0268  HISTORY     - Date     Condition        Report By
 JF0268  HISTORY     - UNK      MONUMENTED       CGS
 JF0268  HISTORY     - 1934     GOOD             NGS
 JF0268  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0268
 JF0268                          STATION DESCRIPTION
 JF0268
 JF0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0268'2.1 MI E FROM CEDAR POINT.
 JF0268'2.1 MILES BY RAIL EAST ALONG THE RIGHT-OF-WAY OF THE SANTA FE
 JF0268'R.R. CO.  50 FT. NORTH OF THE CENTER-LINE OF NORTH TRACK 37 FT.
 JF0268'SOUTH OF THE CENTER-LINE OF U.S. HIGHWAY 50S 45 FT. WEST OF
 JF0268'PRIVATE CROSSING NOTE-- ALL INDICATION FROM OLD TIES SHOW THE
 JF0268'MARK MUST BE DESTROYED.
 JF0268
 JF0268                          STATION RECOVERY (1968)
 JF0268
 JF0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0246 ***********************************************************************
 JF0246  DESIGNATION -  P 51
 JF0246  PID         -  JF0246
 JF0246  STATE/COUNTY-  KS/CHASE
 JF0246  USGS QUAD   -  HYMER (1989)
 JF0246
 JF0246                         *CURRENT SURVEY CONTROL
 JF0246  ___________________________________________________________________
 JF0246* NAD 83(1986)-  38 28 40.     (N)    096 40 53.     (W)     SCALED    
 JF0246* NAVD 88     -       382.227  (meters)    1254.02   (feet)  ADJUSTED  
 JF0246  ___________________________________________________________________
 JF0246  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 JF0246  DYNAMIC HT  -         381.952 (meters)    1253.12  (feet)  COMP
 JF0246  MODELED GRAV-     979,897.1   (mgal)                       NAVD 88
 JF0246
 JF0246  VERT ORDER  -  SECOND    CLASS 0
 JF0246
 JF0246.The horizontal coordinates were scaled from a topographic map and have
 JF0246.an estimated accuracy of +/- 6 seconds.
 JF0246
 JF0246.The orthometric height was determined by differential leveling
 JF0246.and adjusted by the National Geodetic Survey in June 1991..
 JF0246
 JF0246.The geoid height was determined by GEOID03.
 JF0246
 JF0246.The dynamic height is computed by dividing the NAVD 88
 JF0246.geopotential number by the normal gravity value computed on the
 JF0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0246.degrees latitude (g = 980.6199 gals.).
 JF0246
 JF0246.The modeled gravity was interpolated from observed gravity values.
 JF0246
 JF0246;                    North         East    Units  Estimated Accuracy
 JF0246;SPC KS S     -   602,560.      558,680.      MT  (+/- 180 meters Scaled)
 JF0246
 JF0246                          SUPERSEDED SURVEY CONTROL
 JF0246
 JF0246  NGVD 29 (??/??/92)  382.087  (m)         1253.56   (f) ADJ UNCH    2 0
 JF0246
 JF0246.Superseded values are not recommended for survey control.
 JF0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0246.See file dsdata.txt to determine how the superseded data were derived.
 JF0246
 JF0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH022613(NAD 83)
 JF0246_MARKER: DB = BENCH MARK DISK
 JF0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0246+STABILITY: SURFACE MOTION
 JF0246
 JF0246  HISTORY     - Date     Condition        Report By
 JF0246  HISTORY     - UNK      MONUMENTED       CGS
 JF0246  HISTORY     - 1934     GOOD             NGS
 JF0246  HISTORY     - 1968     GOOD             NGS
 JF0246
 JF0246                          STATION DESCRIPTION
 JF0246
 JF0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0246'0.6 MI S FROM HYMER.
 JF0246'0.6 MI SOUTH BY RAIL LOCATED ALONG THE R. OF W. OF THE SANTA FE
 JF0246'R.R. CO  49 FT. N.E. OF THE CENTER LINE OF THE TRACK.  21 FT.
 JF0246'SOUTH OF THE CENTER OF A SECTION LINE ROAD.  MARK IS 2 FEET SW
 JF0246'OF A RAIL USED AS A RIGHT-OF-WAY POST, AND 1 FOOT NORTH OF A
 JF0246'METAL WITNESS POST.
 JF0246
 JF0246                          STATION RECOVERY (1968)
 JF0246
 JF0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0537 ***********************************************************************
 JF0537  DESIGNATION -  P 52
 JF0537  PID         -  JF0537
 JF0537  STATE/COUNTY-  KS/DICKINSON
 JF0537  USGS QUAD   -  CHAPMAN (1979)
 JF0537
 JF0537                         *CURRENT SURVEY CONTROL
 JF0537  ___________________________________________________________________
 JF0537* NAD 83(1986)-  38 54 18.     (N)    097 06 55.     (W)     SCALED    
 JF0537* NAVD 88     -       346.751  (meters)    1137.63   (feet)  ADJUSTED  
 JF0537  ___________________________________________________________________
 JF0537  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 JF0537  DYNAMIC HT  -         346.506 (meters)    1136.83  (feet)  COMP
 JF0537  MODELED GRAV-     979,912.5   (mgal)                       NAVD 88
 JF0537
 JF0537  VERT ORDER  -  FIRST     CLASS II
 JF0537
 JF0537.The horizontal coordinates were scaled from a topographic map and have
 JF0537.an estimated accuracy of +/- 6 seconds.
 JF0537
 JF0537.The orthometric height was determined by differential leveling
 JF0537.and adjusted by the National Geodetic Survey in June 1991..
 JF0537
 JF0537.The geoid height was determined by GEOID03.
 JF0537
 JF0537.The dynamic height is computed by dividing the NAVD 88
 JF0537.geopotential number by the normal gravity value computed on the
 JF0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0537.degrees latitude (g = 980.6199 gals.).
 JF0537
 JF0537.The modeled gravity was interpolated from observed gravity values.
 JF0537
 JF0537;                    North         East    Units  Estimated Accuracy
 JF0537;SPC KS N     -    63,840.      476,740.      MT  (+/- 180 meters Scaled)
 JF0537
 JF0537                          SUPERSEDED SURVEY CONTROL
 JF0537
 JF0537  NGVD 29 (??/??/92)  346.641  (m)         1137.27   (f) ADJ UNCH    1 2
 JF0537
 JF0537.Superseded values are not recommended for survey control.
 JF0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0537.See file dsdata.txt to determine how the superseded data were derived.
 JF0537
 JF0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ634079(NAD 83)
 JF0537_MARKER: DB = BENCH MARK DISK
 JF0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0537_SP_SET: CONCRETE POST
 JF0537_STAMPING: P 52 1934
 JF0537_MARK LOGO: CGS   
 JF0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0537+STABILITY: SURFACE MOTION
 JF0537
 JF0537  HISTORY     - Date     Condition        Report By
 JF0537  HISTORY     - 1934     MONUMENTED       CGS
 JF0537  HISTORY     - 1947     GOOD             NGS
 JF0537  HISTORY     - 1968     GOOD             NGS
 JF0537  HISTORY     - 1986     GOOD             NGS
 JF0537
 JF0537                          STATION DESCRIPTION
 JF0537
 JF0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF0537'AT ENTERPRISE.
 JF0537'AT ENTERPRISE, 25.6 FEET SOUTH OF THE SOUTH CURB LINE OF THE
 JF0537'FIRST STREET NORTH OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0537'STATION, 76 FEET WEST OF THE WEST RAIL OF THE MOST WESTERLY
 JF0537'PASSING TRACK, 2.5 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK,
 JF0537'AND 6.5 FEET EAST OF A RIGHT-OF-WAY MARKER.  A STANDARD DISK
 JF0537'SET IN THE TOP OF A CONCRETE POST.
 JF0537
 JF0537                          STATION RECOVERY (1968)
 JF0537
 JF0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0537'RECOVERED IN GOOD CONDITION.
 JF0537
 JF0537                          STATION RECOVERY (1986)
 JF0537
 JF0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0355 ***********************************************************************
 HE0355  DESIGNATION -  P 55
 HE0355  PID         -  HE0355
 HE0355  STATE/COUNTY-  KS/NEOSHO
 HE0355  USGS QUAD   -  STARK (1973)
 HE0355
 HE0355                         *CURRENT SURVEY CONTROL
 HE0355  ___________________________________________________________________
 HE0355* NAD 83(1986)-  37 42 18.     (N)    095 08 45.     (W)     SCALED    
 HE0355* NAVD 88     -       311.534  (meters)    1022.09   (feet)  ADJUSTED  
 HE0355  ___________________________________________________________________
 HE0355  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 HE0355  DYNAMIC HT  -         311.292 (meters)    1021.30  (feet)  COMP
 HE0355  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 HE0355
 HE0355  VERT ORDER  -  SECOND    CLASS 0
 HE0355
 HE0355.The horizontal coordinates were scaled from a topographic map and have
 HE0355.an estimated accuracy of +/- 6 seconds.
 HE0355
 HE0355.The orthometric height was determined by differential leveling
 HE0355.and adjusted by the National Geodetic Survey in June 1991..
 HE0355
 HE0355.The geoid height was determined by GEOID03.
 HE0355
 HE0355.The dynamic height is computed by dividing the NAVD 88
 HE0355.geopotential number by the normal gravity value computed on the
 HE0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0355.degrees latitude (g = 980.6199 gals.).
 HE0355
 HE0355.The modeled gravity was interpolated from observed gravity values.
 HE0355
 HE0355;                    North         East    Units  Estimated Accuracy
 HE0355;SPC KS S     -   520,560.      695,700.      MT  (+/- 180 meters Scaled)
 HE0355
 HE0355                          SUPERSEDED SURVEY CONTROL
 HE0355
 HE0355  NGVD 29 (??/??/92)  311.399  (m)         1021.65   (f) ADJ UNCH    2 0
 HE0355
 HE0355.Superseded values are not recommended for survey control.
 HE0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0355.See file dsdata.txt to determine how the superseded data were derived.
 HE0355
 HE0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB108752(NAD 83)
 HE0355_MARKER: DB = BENCH MARK DISK
 HE0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0355_STAMPING: P 55 1934
 HE0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0355+STABILITY: SURFACE MOTION
 HE0355
 HE0355  HISTORY     - Date     Condition        Report By
 HE0355  HISTORY     - 1934     MONUMENTED       CGS
 HE0355  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0355
 HE0355                          STATION DESCRIPTION
 HE0355
 HE0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0355'11.4 MI N FROM ERIE.
 HE0355'11.4 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 HE0355'ERIE, NEOSHO COUNTY, AT MILEAGE 109.43, AT A COUNTY-ROAD CROSSING,
 HE0355'48 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 39 FEET NORTH
 HE0355'OF THE CENTER LINE OF THE COUNTY ROAD.  A STANDARD DISK, STAMPED
 HE0355'P 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HE0355
 HE0355                          STATION RECOVERY (1964)
 HE0355
 HE0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0649 ***********************************************************************
 HH0649  DESIGNATION -  P 556
 HH0649  PID         -  HH0649
 HH0649  STATE/COUNTY-  KS/HAMILTON
 HH0649  USGS QUAD   -  SYRACUSE EAST (1966)
 HH0649
 HH0649                         *CURRENT SURVEY CONTROL
 HH0649  ___________________________________________________________________
 HH0649* NAD 83(1986)-  37 58 27.     (N)    101 43 51.     (W)     SCALED    
 HH0649* NAVD 88     -       981.153  (meters)    3219.00   (feet)  ADJUSTED  
 HH0649  ___________________________________________________________________
 HH0649  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 HH0649  DYNAMIC HT  -         980.246 (meters)    3216.02  (feet)  COMP
 HH0649  MODELED GRAV-     979,671.2   (mgal)                       NAVD 88
 HH0649
 HH0649  VERT ORDER  -  FIRST     CLASS II
 HH0649
 HH0649.The horizontal coordinates were scaled from a topographic map and have
 HH0649.an estimated accuracy of +/- 6 seconds.
 HH0649
 HH0649.The orthometric height was determined by differential leveling
 HH0649.and adjusted by the National Geodetic Survey in June 1991..
 HH0649
 HH0649.The geoid height was determined by GEOID03.
 HH0649
 HH0649.The dynamic height is computed by dividing the NAVD 88
 HH0649.geopotential number by the normal gravity value computed on the
 HH0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0649.degrees latitude (g = 980.6199 gals.).
 HH0649
 HH0649.The modeled gravity was interpolated from observed gravity values.
 HH0649
 HH0649;                    North         East    Units  Estimated Accuracy
 HH0649;SPC KS S     -   550,030.      116,200.      MT  (+/- 180 meters Scaled)
 HH0649
 HH0649                          SUPERSEDED SURVEY CONTROL
 HH0649
 HH0649.No superseded survey control is available for this station.
 HH0649
 HH0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH601064(NAD 83)
 HH0649_MARKER: I = METAL ROD
 HH0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0649_SP_SET: STAINLESS STEEL ROD
 HH0649_STAMPING: P 556 1986
 HH0649_MARK LOGO: NGS   
 HH0649_PROJECTION: FLUSH
 HH0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0649+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 HH0649_ROD/PIPE-DEPTH: 11.9 meters
 HH0649
 HH0649  HISTORY     - Date     Condition        Report By
 HH0649  HISTORY     - 1986     MONUMENTED       NGS
 HH0649  HISTORY     - 20030429 GOOD             INDIV
 HH0649
 HH0649                          STATION DESCRIPTION
 HH0649
 HH0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0649'2.1 KM (1.3 MI) EAST FROM SYRACUSE.
 HH0649'2.1 KM (1.3 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0649'ROUTE 27 SOUTH AT SYRACUSE, AT THE 3RD POWER POLE EAST OF A GRAVEL
 HH0649'ROAD, BETWEEN TWO WITNESS POSTS, 38.0 METERS (124.7 FT) NORTH OF THE
 HH0649'HIGHWAY CENTERLINE, 105.8 METERS (347 FT) EAST OF A JUNCTION BOX, 72.2
 HH0649'METERS (237.3 FT) EAST OF A RIGHT OF WAY POST AND 0.9 METER (2.9 FT)
 HH0649'EAST OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HH0649'5-INCH LOGO CAP.
 HH0649'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HH0649'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 HH0649
 HH0649                          STATION RECOVERY (2003)
 HH0649
 HH0649'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SCH)
 HH0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1038 ***********************************************************************
 JE1038  DESIGNATION -  P 56
 JE1038  PID         -  JE1038
 JE1038  STATE/COUNTY-  KS/ANDERSON
 JE1038  USGS QUAD   -  KINCAID (1983)
 JE1038
 JE1038                         *CURRENT SURVEY CONTROL
 JE1038  ___________________________________________________________________
 JE1038* NAD 83(1986)-  38 05 46.     (N)    095 08 13.     (W)     SCALED    
 JE1038* NAVD 88     -       323.806  (meters)    1062.35   (feet)  ADJUSTED  
 JE1038  ___________________________________________________________________
 JE1038  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 JE1038  DYNAMIC HT  -         323.564 (meters)    1061.56  (feet)  COMP
 JE1038  MODELED GRAV-     979,873.0   (mgal)                       NAVD 88
 JE1038
 JE1038  VERT ORDER  -  SECOND    CLASS 0
 JE1038
 JE1038.The horizontal coordinates were scaled from a topographic map and have
 JE1038.an estimated accuracy of +/- 6 seconds.
 JE1038
 JE1038.The orthometric height was determined by differential leveling
 JE1038.and adjusted by the National Geodetic Survey in June 1991..
 JE1038.WARNING-Repeat measurements at this control monument indicate possible
 JE1038.vertical movement.
 JE1038
 JE1038.The geoid height was determined by GEOID03.
 JE1038
 JE1038.The dynamic height is computed by dividing the NAVD 88
 JE1038.geopotential number by the normal gravity value computed on the
 JE1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1038.degrees latitude (g = 980.6199 gals.).
 JE1038
 JE1038.The modeled gravity was interpolated from observed gravity values.
 JE1038
 JE1038;                    North         East    Units  Estimated Accuracy
 JE1038;SPC KS S     -   563,970.      694,920.      MT  (+/- 180 meters Scaled)
 JE1038
 JE1038                          SUPERSEDED SURVEY CONTROL
 JE1038
 JE1038  NGVD 29 (??/??/92)  323.663  (m)         1061.88   (f) ADJ UNCH    2 0
 JE1038
 JE1038.Superseded values are not recommended for survey control.
 JE1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1038.See file dsdata.txt to determine how the superseded data were derived.
 JE1038
 JE1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC126186(NAD 83)
 JE1038_MARKER: DB = BENCH MARK DISK
 JE1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1038_STAMPING: P 56 1934
 JE1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1038+STABILITY: SURFACE MOTION
 JE1038
 JE1038  HISTORY     - Date     Condition        Report By
 JE1038  HISTORY     - 1934     MONUMENTED       CGS
 JE1038  HISTORY     - 1950     GOOD             NGS
 JE1038
 JE1038                          STATION DESCRIPTION
 JE1038
 JE1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1038'1.3 MI N FROM KINCAID.
 JE1038'1.3 MILES NORTH ALONG THE MISSOURI-KANSAS-TEXAS RAILROAD FROM
 JE1038'KINCAID, ANDERSON COUNTY, AT A ROAD CROSSING, 50 FEET NORTH OF
 JE1038'THE CENTER LINE OF THE GRADED ROAD, 45 FEET SOUTHEAST OF THE
 JE1038'SOUTHEAST RAIL OF THE MAIN TRACK, 20 FEET NORTHEAST OF THE END
 JE1038'POST IN THE RIGHT-OF-WAY FENCE, 1 FOOT NORTHWEST OF THE FENCE,
 JE1038'AND 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JE1038'DISK, STAMPED P 56 1934 AND SET IN THE TOP OF A CONCRETE POST
 JE1038'PROJECTING 2 INCHES ABOVE GROUND.
 JE1038
 JE1038                          STATION RECOVERY (1950)
 JE1038
 JE1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0160 ***********************************************************************
 HH0160  DESIGNATION -  P 7
 HH0160  PID         -  HH0160
 HH0160  STATE/COUNTY-  KS/FINNEY
 HH0160  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0160
 HH0160                         *CURRENT SURVEY CONTROL
 HH0160  ___________________________________________________________________
 HH0160* NAD 83(1986)-  37 58 08.     (N)    100 52 33.     (W)     SCALED    
 HH0160* NAVD 88     -       866.804  (meters)    2843.84   (feet)  ADJUSTED  
 HH0160  ___________________________________________________________________
 HH0160  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 HH0160  DYNAMIC HT  -         866.032 (meters)    2841.31  (feet)  COMP
 HH0160  MODELED GRAV-     979,710.6   (mgal)                       NAVD 88
 HH0160
 HH0160  VERT ORDER  -  FIRST     CLASS II
 HH0160
 HH0160.The horizontal coordinates were scaled from a topographic map and have
 HH0160.an estimated accuracy of +/- 6 seconds.
 HH0160
 HH0160.The orthometric height was determined by differential leveling
 HH0160.and adjusted by the National Geodetic Survey in June 1991..
 HH0160.WARNING-Repeat measurements at this control monument indicate possible
 HH0160.vertical movement.
 HH0160
 HH0160.The geoid height was determined by GEOID03.
 HH0160
 HH0160.The dynamic height is computed by dividing the NAVD 88
 HH0160.geopotential number by the normal gravity value computed on the
 HH0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0160.degrees latitude (g = 980.6199 gals.).
 HH0160
 HH0160.The modeled gravity was interpolated from observed gravity values.
 HH0160
 HH0160;                    North         East    Units  Estimated Accuracy
 HH0160;SPC KS S     -   547,190.      191,270.      MT  (+/- 180 meters Scaled)
 HH0160
 HH0160                          SUPERSEDED SURVEY CONTROL
 HH0160
 HH0160  NGVD 29 (??/??/92)  866.415  (m)         2842.56   (f) ADJ UNCH    1 2
 HH0160
 HH0160.Superseded values are not recommended for survey control.
 HH0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0160.See file dsdata.txt to determine how the superseded data were derived.
 HH0160
 HH0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH352040(NAD 83)
 HH0160_MARKER: DB = BENCH MARK DISK
 HH0160_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HH0160+WITH SETTING: PAVEMENT
 HH0160_SP_SET: STEP BANISTER
 HH0160_STAMPING: P 7 1933 2842.5
 HH0160_MARK LOGO: CGS   
 HH0160_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0160+STABILITY: SURFACE MOTION
 HH0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HH0160+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1988
 HH0160
 HH0160  HISTORY     - Date     Condition        Report By
 HH0160  HISTORY     - 1933     MONUMENTED       CGS
 HH0160  HISTORY     - 1986     GOOD             NGS
 HH0160  HISTORY     - 19880601 GOOD             DOD
 HH0160  HISTORY     - 19981118 GOOD             NGS
 HH0160  HISTORY     - 20020716 GOOD             NGS
 HH0160
 HH0160                          STATION DESCRIPTION
 HH0160
 HH0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0160'AT GARDEN CITY.
 HH0160'AT GARDEN CITY, FINNEY COUNTY, AT THE COUNTY COURTHOUSE, 20 FEET
 HH0160'SOUTHEAST OF THE EAST AND MAIN ENTRANCE, AND IN THE TOP OF THE
 HH0160'SOUTH STONE BANISTER, LEVEL WITH THE SEVENTH STEP.  A STANDARD
 HH0160'DISK, STAMPED 2842.5 P 7 1933.
 HH0160
 HH0160                          STATION RECOVERY (1986)
 HH0160
 HH0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0160'RECOVERED IN GOOD CONDITION.
 HH0160
 HH0160                          STATION RECOVERY (1988)
 HH0160
 HH0160'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1988
 HH0160'STATION IS LOCATED AT THE FINNEY COUNTY COURTHOUSE IN DOWNTOWN GARDEN
 HH0160'CITY, KS.  TO REACH FROM THE INTERSECTION OF BUSINESS US 50 (FULTON
 HH0160'STREET) AND BUSINESS US 83 (MAIN STREET), GO NORTH ON MAIN STREET
 HH0160'0.48 KM (0.30 MI) TO CITY PARK ON RIGHT AND PINE STREET.  TURN WESTON
 HH0160'PINE STREET AND GO 0.16 KM (0.10 MI) TO 8TH STREET AND THE COURT
 HH0160'HOUSE.  THE STATION IS LOCATED ON THE EAST SIDE OF THE COURT HOUSE ON
 HH0160'THE SOUTH ABUTMENT (BALESTRADE) OF THE MAIN ENTRANCE STARIWAY, AT THE
 HH0160'EAST END OF THE ABUTMENT AND ABOUT 1.2 M (3.9 FT) ABOVE THE SIDEWALK.
 HH0160'OTHER GRAVITY DESIGNATION = I.G.B./GSS CODE 119R80.
 HH0160
 HH0160                          STATION RECOVERY (1998)
 HH0160
 HH0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 HH0160'RECOVERED IN GOOD CONDITION.
 HH0160
 HH0160                          STATION RECOVERY (2002)
 HH0160
 HH0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 HH0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0382 ***********************************************************************
 KH0382  DESIGNATION -  P 77
 KH0382  PID         -  KH0382
 KH0382  STATE/COUNTY-  KS/THOMAS
 KH0382  USGS QUAD   -  COLBY (1967)
 KH0382
 KH0382                         *CURRENT SURVEY CONTROL
 KH0382  ___________________________________________________________________
 KH0382* NAD 83(1997)-  39 27 15.81141(N)    101 03 14.78870(W)     ADJUSTED  
 KH0382* NAVD 88     -       978.962  (meters)    3211.81   (feet)  ADJUSTED  
 KH0382  ___________________________________________________________________
 KH0382  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 KH0382  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 KH0382  DYNAMIC HT  -         978.195 (meters)    3209.29  (feet)  COMP
 KH0382  MODELED GRAV-     979,809.4   (mgal)                       NAVD 88
 KH0382
 KH0382  HORZ ORDER  -  THIRD
 KH0382  VERT ORDER  -  SECOND    CLASS 0
 KH0382
 KH0382.The horizontal coordinates were established by classical geodetic methods
 KH0382.and adjusted by the National Geodetic Survey in October 1998..
 KH0382
 KH0382.The orthometric height was determined by differential leveling
 KH0382.and adjusted by the National Geodetic Survey in June 1991..
 KH0382
 KH0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0382
 KH0382.The geoid height was determined by GEOID03.
 KH0382
 KH0382.The dynamic height is computed by dividing the NAVD 88
 KH0382.geopotential number by the normal gravity value computed on the
 KH0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0382.degrees latitude (g = 980.6199 gals.).
 KH0382
 KH0382.The modeled gravity was interpolated from observed gravity values.
 KH0382
 KH0382;                    North         East     Units Scale Factor Converg.
 KH0382;SPC KS N     -   128,883.782   137,193.644   MT  0.99996315   -1 55 56.6
 KH0382;UTM  14      - 4,369,216.569   323,267.087   MT  0.99998458   -1 18 20.3
 KH0382
 KH0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0382!SPC KS N     -   0.99985027  x   0.99996315  =   0.99981342
 KH0382!UTM  14      -   0.99985027  x   0.99998458  =   0.99983485
 KH0382
 KH0382                          SUPERSEDED SURVEY CONTROL
 KH0382
 KH0382  NAD 83(1986)-  39 27 15.81336(N)    101 03 14.79137(W) AD(       ) 3
 KH0382  NGVD 29 (??/??/92)  978.596  (m)         3210.61   (f) ADJ UNCH    2 0
 KH0382
 KH0382.Superseded values are not recommended for survey control.
 KH0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0382.See file dsdata.txt to determine how the superseded data were derived.
 KH0382
 KH0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ2326769217(NAD 83)
 KH0382_MARKER: DB = BENCH MARK DISK
 KH0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0382_SP_SET: CONCRETE POST
 KH0382_STAMPING: P-77 1934
 KH0382_MARK LOGO: CGS   
 KH0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0382+STABILITY: SURFACE MOTION
 KH0382
 KH0382  HISTORY     - Date     Condition        Report By
 KH0382  HISTORY     - 1934     MONUMENTED       CGS
 KH0382  HISTORY     - 1951     GOOD             NGS
 KH0382  HISTORY     - 1987     GOOD             NOS
 KH0382  HISTORY     - 1987     GOOD             NOSAMC
 KH0382
 KH0382                          STATION DESCRIPTION
 KH0382
 KH0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0382'4.2 MI N FROM COLBY.
 KH0382'4.2 MILES N OF AND ALONG STATE HWY 25.  54 FT E OF CENTER OF
 KH0382'HIGHWAY, 6 FT E OF R/W FENCE.  NOTE-- MARK IS 600 FT NORTH OF A
 KH0382'CROSS ROAD AND 12 FT SOUTH OF A TELEPHONE POLE.
 KH0382
 KH0382                          STATION RECOVERY (1951)
 KH0382
 KH0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KH0382'RECOVERED IN GOOD CONDITION.
 KH0382
 KH0382                          STATION RECOVERY (1987)
 KH0382
 KH0382'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (PBW)
 KH0382'THE STATION IS LOCATED APPROXIMATELY 4.5 MILES NORTH OF THE
 KH0382'TOWN OF COLBY KANSAS IN A PASTURE.
 KH0382'
 KH0382'TO REACH THE STATION FROM THE INTERSECTION OF US 24 AND STATE 25
 KH0382'GO NORTH ON STATE 25 FOR 4.0 MILES TO THE STATION ON THE RIGHT
 KH0382'IN A PASTURE.
 KH0382'
 KH0382'THE STATION IS A STANDARD BENCH MARK DISK
 KH0382'STAMPED---P 77 1954---,SET IN THE TOP OF A 8 INCH SQUARE
 KH0382'CONCRETE MONUMENT PROJECTING 0.3 OF A FOOT.  IT IS
 KH0382'35.05 METERS (115 FEET) NORTH OF A T FENCE CORNER, 16.76
 KH0382'METERS (55 FEET) EAST OF THE CENTER OF STATE HIGHWAY 25 AND
 KH0382'1.524 METERS (5 FEET) EAST OF A NORTH SOUTH FENCE.
 KH0382'
 KH0382'RECOVERED BY P B WALBOLT.
 KH0382
 KH0382                          STATION RECOVERY (1987)
 KH0382
 KH0382'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 KH0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0190 ***********************************************************************
 HH0190  DESIGNATION -  P 8
 HH0190  PID         -  HH0190
 HH0190  STATE/COUNTY-  KS/SEWARD
 HH0190  USGS QUAD   -  SUBLETTE SE (1968)
 HH0190
 HH0190                         *CURRENT SURVEY CONTROL
 HH0190  ___________________________________________________________________
 HH0190* NAD 83(1986)-  37 16 19.     (N)    100 52 14.     (W)     SCALED    
 HH0190* NAVD 88     -       872.470  (meters)    2862.43   (feet)  ADJUSTED  
 HH0190  ___________________________________________________________________
 HH0190  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 HH0190  DYNAMIC HT  -         871.641 (meters)    2859.71  (feet)  COMP
 HH0190  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 HH0190
 HH0190  VERT ORDER  -  FIRST     CLASS II
 HH0190
 HH0190.The horizontal coordinates were scaled from a topographic map and have
 HH0190.an estimated accuracy of +/- 6 seconds.
 HH0190
 HH0190.The orthometric height was determined by differential leveling
 HH0190.and adjusted by the National Geodetic Survey in June 1991..
 HH0190
 HH0190.The geoid height was determined by GEOID03.
 HH0190
 HH0190.The dynamic height is computed by dividing the NAVD 88
 HH0190.geopotential number by the normal gravity value computed on the
 HH0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0190.degrees latitude (g = 980.6199 gals.).
 HH0190
 HH0190.The modeled gravity was interpolated from observed gravity values.
 HH0190
 HH0190;                    North         East    Units  Estimated Accuracy
 HH0190;SPC KS S     -   469,850.      189,770.      MT  (+/- 180 meters Scaled)
 HH0190
 HH0190                          SUPERSEDED SURVEY CONTROL
 HH0190
 HH0190  NGVD 29 (??/??/92)  872.113  (m)         2861.26   (f) ADJ UNCH    1 2
 HH0190
 HH0190.Superseded values are not recommended for survey control.
 HH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0190.See file dsdata.txt to determine how the superseded data were derived.
 HH0190
 HH0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG341266(NAD 83)
 HH0190_MARKER: DB = BENCH MARK DISK
 HH0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0190_STAMPING: P 8 1933
 HH0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0190+STABILITY: SURFACE MOTION
 HH0190
 HH0190  HISTORY     - Date     Condition        Report By
 HH0190  HISTORY     - 1933     MONUMENTED       CGS
 HH0190  HISTORY     - 1967     GOOD             USGS
 HH0190
 HH0190                          STATION DESCRIPTION
 HH0190
 HH0190'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HH0190'17.9 MI N FROM LIBERAL.
 HH0190'LIBERAL, 17.9 MI. N. ALONG U.S. HWY. 83 FROM THE CITY HALL AT
 HH0190'LIBERAL, SEWARD COUNTY, 17.9 MI. N. ALONG U.S. HWY. 83 FROM THE
 HH0190'CHICAGO-ROCK ISLAND AND PACIFIC RY. STATION, T. 32 S., R. 33 W.,
 HH0190'NEAR COR. SECS. 11, 12, 13 AND 14, 82 FT. N., 444 FT. W. AND
 HH0190'ABOUT LEVEL WITH THE JUNCTION OF U.S. HWYS. 83 AND 160, 96 FT. W.
 HH0190'OF AN AUXILLARY RD., IN CONCRETE POST PROJECTING 0.5 FT., A USC
 HH0190'AND GS DISK STAMPED P-8 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0461 ***********************************************************************
 KH0461  DESIGNATION -  P 80
 KH0461  PID         -  KH0461
 KH0461  STATE/COUNTY-  KS/WALLACE
 KH0461  USGS QUAD   -  WILD HORSE DRAW (1979)
 KH0461
 KH0461                         *CURRENT SURVEY CONTROL
 KH0461  ___________________________________________________________________
 KH0461* NAD 83(1986)-  39 08 00.     (N)    101 43 38.     (W)     SCALED    
 KH0461* NAVD 88     -      1135.090  (meters)    3724.04   (feet)  ADJUSTED  
 KH0461  ___________________________________________________________________
 KH0461  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KH0461  DYNAMIC HT  -        1134.115 (meters)    3720.84  (feet)  COMP
 KH0461  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 KH0461
 KH0461  VERT ORDER  -  SECOND    CLASS 0
 KH0461
 KH0461.The horizontal coordinates were scaled from a topographic map and have
 KH0461.an estimated accuracy of +/- 6 seconds.
 KH0461
 KH0461.The orthometric height was determined by differential leveling
 KH0461.and adjusted by the National Geodetic Survey in June 1991..
 KH0461
 KH0461.The geoid height was determined by GEOID03.
 KH0461
 KH0461.The dynamic height is computed by dividing the NAVD 88
 KH0461.geopotential number by the normal gravity value computed on the
 KH0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0461.degrees latitude (g = 980.6199 gals.).
 KH0461
 KH0461.The modeled gravity was interpolated from observed gravity values.
 KH0461
 KH0461;                    North         East    Units  Estimated Accuracy
 KH0461;SPC KS N     -    95,440.       77,840.      MT  (+/- 180 meters Scaled)
 KH0461
 KH0461                          SUPERSEDED SURVEY CONTROL
 KH0461
 KH0461  NGVD 29 (??/??/92) 1134.634  (m)         3722.55   (f) ADJ UNCH    2 0
 KH0461
 KH0461.Superseded values are not recommended for survey control.
 KH0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0461.See file dsdata.txt to determine how the superseded data were derived.
 KH0461
 KH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ642351(NAD 83)
 KH0461_MARKER: DB = BENCH MARK DISK
 KH0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0461_STAMPING: P 80 1935
 KH0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0461+STABILITY: SURFACE MOTION
 KH0461
 KH0461  HISTORY     - Date     Condition        Report By
 KH0461  HISTORY     - 1935     MONUMENTED       CGS
 KH0461  HISTORY     - 1940     GOOD             NGS
 KH0461  HISTORY     - 1978     MARK NOT FOUND   USGS
 KH0461
 KH0461                          STATION DESCRIPTION
 KH0461
 KH0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0461'15.2 MI S FROM GOODLAND.
 KH0461'TO REACH FROM CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION
 KH0461'IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS PARALLELING
 KH0461'RAILROAD TRACKS, GO 0.7 MILE, TURN LEFT (SOUTH) ACROSS TRACKS
 KH0461'ONTO SECTION LINE ROAD, GO 0.3 MILE, CONTINUE STRAIGHT AHEAD ONTO
 KH0461'STATE HIGHWAY NO. 27, GO 15.2 MILES.  BENCH MARK IS AT A
 KH0461'T-INTERSECTION OF STATE HIGHWAY NO. 27 AND AN EAST-WEST SECTION
 KH0461'LINE ROAD, AT A JOG IN STATE HIGHWAY NO. 27 TO THE SOUTHWEST,
 KH0461'55.5 FEET SOUTH OF SECTION LINE CORNER ON LINE OF SHERMAN AND
 KH0461'WALLACE COUNTIES, 61 FEET SOUTHWEST OF CENTER OF THE INTERSECTION,
 KH0461'42 FEET WEST OF CENTER LINE OF STATE HIGHWAY NO. 27, 5 FEET WEST
 KH0461'OF A TELEPHONE POLE, 2.7 FEET WEST OF FENCE, 1.6 FEET NORTH OF A
 KH0461'4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 20 FEET.  A STD.
 KH0461'DISK B M IN CAST-IN-PLACE CONCRETE POST PROJECTING 0.5 FOOT.
 KH0461
 KH0461                          STATION RECOVERY (1978)
 KH0461
 KH0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 KH0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0328 ***********************************************************************
 KH0328  DESIGNATION -  P 81
 KH0328  PID         -  KH0328
 KH0328  STATE/COUNTY-  KS/SHERMAN
 KH0328  USGS QUAD   -  BREWSTER (1974)
 KH0328
 KH0328                         *CURRENT SURVEY CONTROL
 KH0328  ___________________________________________________________________
 KH0328* NAD 83(1986)-  39 21 19.     (N)    101 24 35.     (W)     SCALED    
 KH0328* NAVD 88     -      1052.695  (meters)    3453.72   (feet)  ADJUSTED  
 KH0328  ___________________________________________________________________
 KH0328  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 KH0328  DYNAMIC HT  -        1051.835 (meters)    3450.90  (feet)  COMP
 KH0328  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 KH0328
 KH0328  VERT ORDER  -  SECOND    CLASS 0
 KH0328
 KH0328.The horizontal coordinates were scaled from a topographic map and have
 KH0328.an estimated accuracy of +/- 6 seconds.
 KH0328
 KH0328.The orthometric height was determined by differential leveling
 KH0328.and adjusted by the National Geodetic Survey in June 1991..
 KH0328
 KH0328.The geoid height was determined by GEOID03.
 KH0328
 KH0328.The dynamic height is computed by dividing the NAVD 88
 KH0328.geopotential number by the normal gravity value computed on the
 KH0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0328.degrees latitude (g = 980.6199 gals.).
 KH0328
 KH0328.The modeled gravity was interpolated from observed gravity values.
 KH0328
 KH0328;                    North         East    Units  Estimated Accuracy
 KH0328;SPC KS N     -   118,980.      106,190.      MT  (+/- 180 meters Scaled)
 KH0328
 KH0328                          SUPERSEDED SURVEY CONTROL
 KH0328
 KH0328  NGVD 29 (??/??/92) 1052.281  (m)         3452.36   (f) ADJ UNCH    2 0
 KH0328
 KH0328.Superseded values are not recommended for survey control.
 KH0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0328.See file dsdata.txt to determine how the superseded data were derived.
 KH0328
 KH0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ923589(NAD 83)
 KH0328_MARKER: DB = BENCH MARK DISK
 KH0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0328_STAMPING: P 81 1935
 KH0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0328+STABILITY: SURFACE MOTION
 KH0328
 KH0328  HISTORY     - Date     Condition        Report By
 KH0328  HISTORY     - 1935     MONUMENTED       CGS
 KH0328
 KH0328                          STATION DESCRIPTION
 KH0328
 KH0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0328'1.8 MI W FROM BREWSTER.
 KH0328'IN SHERMAN COUNTY, 1.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND
 KH0328'AND PACIFIC RAILROAD FROM THE STATION AT BREWSTER, THOMAS COUNTY,
 KH0328'95 FEET SOUTH OF MILE POLE 407/20, 150 YARDS SOUTHWEST OF AN
 KH0328'OLD RANCHHOUSE, AT A NORTH-AND-SOUTH ROAD CROSSING, 45 FEET SOUTH
 KH0328'OF THE CENTER LINE OF THE TRACK, 37 FEET EAST OF THE CENTER
 KH0328'LINE OF THE ROAD, AND 1 FOOT NORTH AND 1.5 FEET EAST OF A FENCE
 KH0328'CORNER.  A STANDARD DISK, STAMPED P 81 1935 AND SET IN THE TOP
 KH0328'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0415 ***********************************************************************
 KH0415  DESIGNATION -  P 82
 KH0415  PID         -  KH0415
 KH0415  STATE/COUNTY-  KS/SHERMAN
 KH0415  USGS QUAD   -  RULETON SE (1974)
 KH0415
 KH0415                         *CURRENT SURVEY CONTROL
 KH0415  ___________________________________________________________________
 KH0415* NAD 83(1986)-  39 20 18.     (N)    101 51 20.     (W)     SCALED    
 KH0415* NAVD 88     -      1146.521  (meters)    3761.54   (feet)  ADJUSTED  
 KH0415  ___________________________________________________________________
 KH0415  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 KH0415  DYNAMIC HT  -        1145.551 (meters)    3758.36  (feet)  COMP
 KH0415  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 KH0415
 KH0415  VERT ORDER  -  SECOND    CLASS 0
 KH0415
 KH0415.The horizontal coordinates were scaled from a topographic map and have
 KH0415.an estimated accuracy of +/- 6 seconds.
 KH0415
 KH0415.The orthometric height was determined by differential leveling
 KH0415.and adjusted by the National Geodetic Survey in June 1991..
 KH0415
 KH0415.The geoid height was determined by GEOID03.
 KH0415
 KH0415.The dynamic height is computed by dividing the NAVD 88
 KH0415.geopotential number by the normal gravity value computed on the
 KH0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0415.degrees latitude (g = 980.6199 gals.).
 KH0415
 KH0415.The modeled gravity was interpolated from observed gravity values.
 KH0415
 KH0415;                    North         East    Units  Estimated Accuracy
 KH0415;SPC KS N     -   118,640.       67,720.      MT  (+/- 180 meters Scaled)
 KH0415
 KH0415                          SUPERSEDED SURVEY CONTROL
 KH0415
 KH0415  NGVD 29 (??/??/92) 1146.054  (m)         3760.01   (f) ADJ UNCH    2 0
 KH0415
 KH0415.Superseded values are not recommended for survey control.
 KH0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0415.See file dsdata.txt to determine how the superseded data were derived.
 KH0415
 KH0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ538582(NAD 83)
 KH0415_MARKER: DB = BENCH MARK DISK
 KH0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0415_STAMPING: P 82 1935
 KH0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0415+STABILITY: SURFACE MOTION
 KH0415
 KH0415  HISTORY     - Date     Condition        Report By
 KH0415  HISTORY     - 1935     MONUMENTED       CGS
 KH0415
 KH0415                          STATION DESCRIPTION
 KH0415
 KH0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0415'1.7 MI E FROM RULETON.
 KH0415'1.7 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KH0415'RAILROAD FROM THE STATION AT RULETON, SHERMAN COUNTY, 75 FEET
 KH0415'SOUTH OF MILE POLE 431/20, AT A NORTH-AND-SOUTH ROAD CROSSING,
 KH0415'87 FEET EAST OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTH OF
 KH0415'THE CENTER LINE OF THE TRACK, AND 12 FEET NORTH OF A FENCE.
 KH0415'A STANDARD DISK, STAMPED P 82 1935 AND SET IN THE TOP OF A
 KH0415'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0305 ***********************************************************************
 JH0305  DESIGNATION -  P 83
 JH0305  PID         -  JH0305
 JH0305  STATE/COUNTY-  KS/GREELEY
 JH0305  USGS QUAD   -  TRIBUNE (1970)
 JH0305
 JH0305                         *CURRENT SURVEY CONTROL
 JH0305  ___________________________________________________________________
 JH0305* NAD 83(1986)-  38 28 22.     (N)    101 50 47.     (W)     SCALED    
 JH0305* NAVD 88     -      1127.234  (meters)    3698.27   (feet)  ADJUSTED  
 JH0305  ___________________________________________________________________
 JH0305  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 JH0305  DYNAMIC HT  -        1126.213 (meters)    3694.92  (feet)  COMP
 JH0305  MODELED GRAV-     979,683.9   (mgal)                       NAVD 88
 JH0305
 JH0305  VERT ORDER  -  SECOND    CLASS 0
 JH0305
 JH0305.The horizontal coordinates were scaled from a topographic map and have
 JH0305.an estimated accuracy of +/- 6 seconds.
 JH0305
 JH0305.The orthometric height was determined by differential leveling
 JH0305.and adjusted by the National Geodetic Survey in June 1991..
 JH0305
 JH0305.The geoid height was determined by GEOID03.
 JH0305
 JH0305.The dynamic height is computed by dividing the NAVD 88
 JH0305.geopotential number by the normal gravity value computed on the
 JH0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0305.degrees latitude (g = 980.6199 gals.).
 JH0305
 JH0305.The modeled gravity was interpolated from observed gravity values.
 JH0305
 JH0305;                    North         East    Units  Estimated Accuracy
 JH0305;SPC KS S     -   605,700.      108,040.      MT  (+/- 180 meters Scaled)
 JH0305
 JH0305                          SUPERSEDED SURVEY CONTROL
 JH0305
 JH0305  NGVD 29 (??/??/92) 1126.772  (m)         3696.75   (f) ADJ UNCH    2 0
 JH0305
 JH0305.Superseded values are not recommended for survey control.
 JH0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0305.See file dsdata.txt to determine how the superseded data were derived.
 JH0305
 JH0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH516621(NAD 83)
 JH0305_MARKER: DB = BENCH MARK DISK
 JH0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0305_STAMPING: P 83 1935
 JH0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0305+STABILITY: SURFACE MOTION
 JH0305
 JH0305  HISTORY     - Date     Condition        Report By
 JH0305  HISTORY     - 1935     MONUMENTED       CGS
 JH0305  HISTORY     - 1969     MARK NOT FOUND   USGS
 JH0305
 JH0305                          STATION DESCRIPTION
 JH0305
 JH0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JH0305'2.7 MI W FROM HORACE.
 JH0305'2.7 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JH0305'WATER TANK AT HORACE, GREELEY COUNTY, 98 FEET SOUTHEAST OF
 JH0305'MILEPOST 734, 46 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 5
 JH0305'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 2.5 FEET EAST OF
 JH0305'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED P 83 1935
 JH0305'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 JH0305'GROUND.
 JH0305
 JH0305                          STATION RECOVERY (1969)
 JH0305
 JH0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JH0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0154 ***********************************************************************
 HH0154  DESIGNATION -  P 85 RESET
 HH0154  PID         -  HH0154
 HH0154  STATE/COUNTY-  KS/SEWARD
 HH0154  USGS QUAD   -  LIBERAL NW (1968)
 HH0154
 HH0154                         *CURRENT SURVEY CONTROL
 HH0154  ___________________________________________________________________
 HH0154* NAD 83(1986)-  37 10 13.     (N)    100 57 32.     (W)     SCALED    
 HH0154* NAVD 88     -       876.18   (meters)    2874.6    (feet)  RESET     
 HH0154  ___________________________________________________________________
 HH0154  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 HH0154
 HH0154  VERT ORDER  -  THIRD
 HH0154
 HH0154.The horizontal coordinates were scaled from a topographic map and have
 HH0154.an estimated accuracy of +/- 6 seconds.
 HH0154
 HH0154.The orthometric height was computed from unverified reset data.
 HH0154
 HH0154.The geoid height was determined by GEOID03.
 HH0154
 HH0154;                    North         East    Units  Estimated Accuracy
 HH0154;SPC KS S     -   458,770.      181,640.      MT  (+/- 180 meters Scaled)
 HH0154
 HH0154                          SUPERSEDED SURVEY CONTROL
 HH0154
 HH0154.No superseded survey control is available for this station.
 HH0154
 HH0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG260155(NAD 83)
 HH0154_MARKER: DB = BENCH MARK DISK
 HH0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0154_STAMPING: P 85 RESET 1968
 HH0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0154+STABILITY: SURFACE MOTION
 HH0154
 HH0154  HISTORY     - Date     Condition        Report By
 HH0154  HISTORY     - 1968     MONUMENTED       CGS
 HH0154
 HH0154                          STATION DESCRIPTION
 HH0154
 HH0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HH0154'8 MI E FROM WOODS.
 HH0154'ABOUT 10.0 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CITY HALL
 HH0154'AT LIBERAL, THENCE 2.0 MILES WEST ALONG U.S. HIGHWAY 270, 8.0
 HH0154'MILES EAST OF THE STORE AT WOODS, IN THE SOUTHEAST ANGLE OF A
 HH0154'CROSSROAD, 95 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 270,
 HH0154'80 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 3 FEET EAST
 HH0154'OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS POST,
 HH0154'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HH0154'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0347 ***********************************************************************
 HH0347  DESIGNATION -  P 86
 HH0347  PID         -  HH0347
 HH0347  STATE/COUNTY-  KS/STEVENS
 HH0347  USGS QUAD   -  HUGOTON (1974)
 HH0347
 HH0347                         *CURRENT SURVEY CONTROL
 HH0347  ___________________________________________________________________
 HH0347* NAD 83(1986)-  37 10 12.     (N)    101 22 31.     (W)     SCALED    
 HH0347* NAVD 88     -       952.823  (meters)    3126.05   (feet)  ADJUSTED  
 HH0347  ___________________________________________________________________
 HH0347  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HH0347  DYNAMIC HT  -         951.874 (meters)    3122.94  (feet)  COMP
 HH0347  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 HH0347
 HH0347  VERT ORDER  -  SECOND    CLASS 0
 HH0347
 HH0347.The horizontal coordinates were scaled from a topographic map and have
 HH0347.an estimated accuracy of +/- 6 seconds.
 HH0347
 HH0347.The orthometric height was determined by differential leveling
 HH0347.and adjusted by the National Geodetic Survey in June 1991..
 HH0347
 HH0347.The geoid height was determined by GEOID03.
 HH0347
 HH0347.The dynamic height is computed by dividing the NAVD 88
 HH0347.geopotential number by the normal gravity value computed on the
 HH0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0347.degrees latitude (g = 980.6199 gals.).
 HH0347
 HH0347.The modeled gravity was interpolated from observed gravity values.
 HH0347
 HH0347;                    North         East    Units  Estimated Accuracy
 HH0347;SPC KS S     -   459,800.      144,670.      MT  (+/- 180 meters Scaled)
 HH0347
 HH0347                          SUPERSEDED SURVEY CONTROL
 HH0347
 HH0347  NGVD 29 (??/??/92)  952.408  (m)         3124.69   (f) ADJ UNCH    2 0
 HH0347
 HH0347.Superseded values are not recommended for survey control.
 HH0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0347.See file dsdata.txt to determine how the superseded data were derived.
 HH0347
 HH0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG891163(NAD 83)
 HH0347_MARKER: DB = BENCH MARK DISK
 HH0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0347_STAMPING: P 86 1935
 HH0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0347+STABILITY: SURFACE MOTION
 HH0347
 HH0347  HISTORY     - Date     Condition        Report By
 HH0347  HISTORY     - 1935     MONUMENTED       CGS
 HH0347  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0347
 HH0347                          STATION DESCRIPTION
 HH0347
 HH0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0347'1.7 MI SW FROM HUGOTON.
 HH0347'1.7 MILES SOUTHWEST OF HUGOTON, STEVENS COUNTY.  THIS BENCH MARK
 HH0347'MAY BE REACHED FROM THE COURTHOUSE BY GOING 0.2 MILE WEST ALONG
 HH0347'A DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A NORTH-AND-SOUTH ROAD,
 HH0347'AND THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 45.  IT IS IN THE
 HH0347'NORTHWEST CORNER OF THE INTERSECTION OF A NORTH-AND-SOUTH ROAD,
 HH0347'42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET WEST
 HH0347'OF THE CENTER LINE OF THE ROAD, AND 15 FEET SOUTH AND 2 FEET
 HH0347'EAST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED P 86 1935
 HH0347'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 HH0347'GROUND.
 HH0347
 HH0347                          STATION RECOVERY (1973)
 HH0347
 HH0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0402 ***********************************************************************
 HH0402  DESIGNATION -  P 87
 HH0402  PID         -  HH0402
 HH0402  STATE/COUNTY-  KS/MORTON
 HH0402  USGS QUAD   -  SHORE AIRPORT SW (1973)
 HH0402
 HH0402                         *CURRENT SURVEY CONTROL
 HH0402  ___________________________________________________________________
 HH0402* NAD 83(1986)-  37 15 27.     (N)    101 42 02.     (W)     SCALED    
 HH0402* NAVD 88     -      1020.158  (meters)    3346.97   (feet)  ADJUSTED  
 HH0402  ___________________________________________________________________
 HH0402  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 HH0402  DYNAMIC HT  -        1019.139 (meters)    3343.63  (feet)  COMP
 HH0402  MODELED GRAV-     979,597.2   (mgal)                       NAVD 88
 HH0402
 HH0402  VERT ORDER  -  SECOND    CLASS 0
 HH0402
 HH0402.The horizontal coordinates were scaled from a topographic map and have
 HH0402.an estimated accuracy of +/- 6 seconds.
 HH0402
 HH0402.The orthometric height was determined by differential leveling
 HH0402.and adjusted by the National Geodetic Survey in June 1991..
 HH0402
 HH0402.The geoid height was determined by GEOID03.
 HH0402
 HH0402.The dynamic height is computed by dividing the NAVD 88
 HH0402.geopotential number by the normal gravity value computed on the
 HH0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0402.degrees latitude (g = 980.6199 gals.).
 HH0402
 HH0402.The modeled gravity was interpolated from observed gravity values.
 HH0402
 HH0402;                    North         East    Units  Estimated Accuracy
 HH0402;SPC KS S     -   470,450.      116,130.      MT  (+/- 180 meters Scaled)
 HH0402
 HH0402                          SUPERSEDED SURVEY CONTROL
 HH0402
 HH0402  NGVD 29 (??/??/92) 1019.725  (m)         3345.55   (f) ADJ UNCH    2 0
 HH0402
 HH0402.Superseded values are not recommended for survey control.
 HH0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0402.See file dsdata.txt to determine how the superseded data were derived.
 HH0402
 HH0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG605268(NAD 83)
 HH0402_MARKER: DB = BENCH MARK DISK
 HH0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0402_STAMPING: P 87 1935
 HH0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0402+STABILITY: SURFACE MOTION
 HH0402
 HH0402  HISTORY     - Date     Condition        Report By
 HH0402  HISTORY     - 1935     MONUMENTED       CGS
 HH0402
 HH0402                          STATION DESCRIPTION
 HH0402
 HH0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0402'5 MI E FROM RICHFIELD.
 HH0402'5.0 MILES EAST ALONG STATE HIGHWAY 51 FROM RICHFIELD, MORTON
 HH0402'COUNTY, AT A ROAD INTERSECTION, 35 FEET SOUTH OF THE CENTER
 HH0402'LINE OF THE HIGHWAY, 18 FEET EAST OF THE CENTER LINE OF THE
 HH0402'ROAD, AND 1.5 FEET NORTHWEST OF A POLE.  A STANDARD DISK,
 HH0402'STAMPED P 87 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0211 ***********************************************************************
 HJ0211  DESIGNATION -  P 88
 HJ0211  PID         -  HJ0211
 HJ0211  STATE/COUNTY-  KS/MORTON
 HJ0211  USGS QUAD   -  MIDWAY NE (1978)
 HJ0211
 HJ0211                         *CURRENT SURVEY CONTROL
 HJ0211  ___________________________________________________________________
 HJ0211* NAD 83(1986)-  37 08 29.     (N)    102 00 31.     (W)     SCALED    
 HJ0211* NAVD 88     -      1113.754  (meters)    3654.04   (feet)  ADJUSTED  
 HJ0211  ___________________________________________________________________
 HJ0211  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 HJ0211  DYNAMIC HT  -        1112.606 (meters)    3650.27  (feet)  COMP
 HJ0211  MODELED GRAV-     979,561.8   (mgal)                       NAVD 88
 HJ0211
 HJ0211  VERT ORDER  -  SECOND    CLASS 0
 HJ0211
 HJ0211.The horizontal coordinates were scaled from a topographic map and have
 HJ0211.an estimated accuracy of +/- 6 seconds.
 HJ0211
 HJ0211.The orthometric height was determined by differential leveling
 HJ0211.and adjusted by the National Geodetic Survey in June 1991..
 HJ0211
 HJ0211.The geoid height was determined by GEOID03.
 HJ0211
 HJ0211.The dynamic height is computed by dividing the NAVD 88
 HJ0211.geopotential number by the normal gravity value computed on the
 HJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0211.degrees latitude (g = 980.6199 gals.).
 HJ0211
 HJ0211.The modeled gravity was interpolated from observed gravity values.
 HJ0211
 HJ0211;                    North         East    Units  Estimated Accuracy
 HJ0211;SPC KS S     -   458,550.       88,340.      MT  (+/- 180 meters Scaled)
 HJ0211
 HJ0211                          SUPERSEDED SURVEY CONTROL
 HJ0211
 HJ0211  NGVD 29 (??/??/92) 1113.285  (m)         3652.50   (f) ADJ UNCH    2 0
 HJ0211
 HJ0211.Superseded values are not recommended for survey control.
 HJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0211.See file dsdata.txt to determine how the superseded data were derived.
 HJ0211
 HJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB657147(NAD 83)
 HJ0211_MARKER: DB = BENCH MARK DISK
 HJ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0211_STAMPING: P 88 1935
 HJ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0211+STABILITY: SURFACE MOTION
 HJ0211
 HJ0211  HISTORY     - Date     Condition        Report By
 HJ0211  HISTORY     - 1935     MONUMENTED       CGS
 HJ0211  HISTORY     - 1974     MARK NOT FOUND   USGS
 HJ0211
 HJ0211                          STATION DESCRIPTION
 HJ0211
 HJ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0211'20.8 MI SW FROM RICHFIELD.
 HJ0211'20.8 MILES SOUTHWEST ALONG THE 1935 ROUTE OF STATE HIGHWAY 51
 HJ0211'FROM RICHFIELD, MORTON COUNTY, AT A ROAD INTERSECTION, 45 FEET
 HJ0211'NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, AND 27 FEET WEST
 HJ0211'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED P 88
 HJ0211'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0211
 HJ0211                          STATION RECOVERY (1974)
 HJ0211
 HJ0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HJ0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0492 ***********************************************************************
 HH0492  DESIGNATION -  P 89
 HH0492  PID         -  HH0492
 HH0492  STATE/COUNTY-  KS/STANTON
 HH0492  USGS QUAD   -  JOHNSON WEST (1973)
 HH0492
 HH0492                         *CURRENT SURVEY CONTROL
 HH0492  ___________________________________________________________________
 HH0492* NAD 83(1986)-  37 36 24.     (N)    101 45 43.     (W)     SCALED    
 HH0492* NAVD 88     -      1022.402  (meters)    3354.33   (feet)  ADJUSTED  
 HH0492  ___________________________________________________________________
 HH0492  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 HH0492  DYNAMIC HT  -        1021.422 (meters)    3351.12  (feet)  COMP
 HH0492  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 HH0492
 HH0492  VERT ORDER  -  SECOND    CLASS 0
 HH0492
 HH0492.The horizontal coordinates were scaled from a topographic map and have
 HH0492.an estimated accuracy of +/- 6 seconds.
 HH0492
 HH0492.The orthometric height was determined by differential leveling
 HH0492.and adjusted by the National Geodetic Survey in June 1991..
 HH0492
 HH0492.The geoid height was determined by GEOID03.
 HH0492
 HH0492.The dynamic height is computed by dividing the NAVD 88
 HH0492.geopotential number by the normal gravity value computed on the
 HH0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0492.degrees latitude (g = 980.6199 gals.).
 HH0492
 HH0492.The modeled gravity was interpolated from observed gravity values.
 HH0492
 HH0492;                    North         East    Units  Estimated Accuracy
 HH0492;SPC KS S     -   509,360.      112,050.      MT  (+/- 180 meters Scaled)
 HH0492
 HH0492                          SUPERSEDED SURVEY CONTROL
 HH0492
 HH0492  NGVD 29 (??/??/92) 1021.989  (m)         3352.98   (f) ADJ UNCH    2 0
 HH0492
 HH0492.Superseded values are not recommended for survey control.
 HH0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0492.See file dsdata.txt to determine how the superseded data were derived.
 HH0492
 HH0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG561657(NAD 83)
 HH0492_MARKER: DB = BENCH MARK DISK
 HH0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0492_STAMPING: P 89 1935
 HH0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0492+STABILITY: SURFACE MOTION
 HH0492
 HH0492  HISTORY     - Date     Condition        Report By
 HH0492  HISTORY     - 1935     MONUMENTED       CGS
 HH0492
 HH0492                          STATION DESCRIPTION
 HH0492
 HH0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0492'0.4 MI W FROM JOHNSON.
 HH0492'0.4 MILE WEST ALONG A GRAVEL ROAD FROM THE ATCHISON, TOPEKA
 HH0492'AND SANTA FE RAILWAY STATION AT JOHNSON, STANTON COUNTY, THENCE
 HH0492'3.0 MILES NORTH ALONG STATE HIGHWAY 27, AT THE WEST EDGE OF A
 HH0492'FIELD, ON THE WEST SLOPE OF A LARGE KNOLL, NEAR A ROAD INTERSECTION,
 HH0492'110 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST ROAD, 48
 HH0492'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.8 FEET SOUTH
 HH0492'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED P
 HH0492'89 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2
 HH0492'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0493 ***********************************************************************
 HH0493  DESIGNATION -  P 89 RESET
 HH0493  PID         -  HH0493
 HH0493  STATE/COUNTY-  KS/STANTON
 HH0493  USGS QUAD   -  JOHNSON WEST (1973)
 HH0493
 HH0493                         *CURRENT SURVEY CONTROL
 HH0493  ___________________________________________________________________
 HH0493* NAD 83(1986)-  37 36 24.     (N)    101 45 44.     (W)     SCALED    
 HH0493* NAVD 88     -      1020.60   (meters)    3348.4    (feet)  RESET     
 HH0493  ___________________________________________________________________
 HH0493  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 HH0493
 HH0493  VERT ORDER  -  THIRD
 HH0493
 HH0493.The horizontal coordinates were scaled from a topographic map and have
 HH0493.an estimated accuracy of +/- 6 seconds.
 HH0493
 HH0493.The orthometric height was computed from unverified reset data.
 HH0493
 HH0493.The geoid height was determined by GEOID03.
 HH0493
 HH0493;                    North         East    Units  Estimated Accuracy
 HH0493;SPC KS S     -   509,360.      112,020.      MT  (+/- 180 meters Scaled)
 HH0493
 HH0493                          SUPERSEDED SURVEY CONTROL
 HH0493
 HH0493.No superseded survey control is available for this station.
 HH0493
 HH0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG561657(NAD 83)
 HH0493_MARKER: DB = BENCH MARK DISK
 HH0493_SETTING: 0 = UNSPECIFIED SETTING
 HH0493_STAMPING: P 89 RESET 1964
 HH0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0493
 HH0493  HISTORY     - Date     Condition        Report By
 HH0493  HISTORY     - 1964     MONUMENTED       CGS
 HH0493
 HH0493                          STATION DESCRIPTION
 HH0493
 HH0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HH0493'3.4 MI NW FROM JOHNSON.
 HH0493'ABOUT 0.4 MILES WEST ALONG A GRAVEL ROAD FROM THE ATCHISON,
 HH0493'TOPEKA SANTA FE RAILWAY STATION AT JOHNSON, STANTON COUNTY,
 HH0493'THENCE 3.0 MILES NORTH ALONG U.S. HIGHWAY 270 AND STATE HIGHWAY
 HH0493'27, AT A T-ROAD INTERSECTION, 68 FEET NORTHWEST OF THE CENTER
 HH0493'OF THE INTERSECTION, 51 FEET WEST OF THE CENTERLINE OF U.S.
 HH0493'HIGHWAY 270 AND STATE HIGHWAY 27, 44 FEET NORTH OF THE CENTERLINE
 HH0493'OF EAST-WEST GRAVEL ROAD, 5 FEET SOUTH OF A TELEPHONE POLE,
 HH0493'5 FEET NORTH OF A CONCRETE RIGHT-OF-WAY POST, AND 2 FEET NORTH
 HH0493'OF A STEEL WITNESS POST AND PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0386 ***********************************************************************
 KH0386  DESIGNATION -  P 90
 KH0386  PID         -  KH0386
 KH0386  STATE/COUNTY-  KS/LOGAN
 KH0386  USGS QUAD   -  WINONA (1972)
 KH0386
 KH0386                         *CURRENT SURVEY CONTROL
 KH0386  ___________________________________________________________________
 KH0386* NAD 83(1986)-  39 02 52.     (N)    101 11 01.     (W)     SCALED    
 KH0386* NAVD 88     -       996.504  (meters)    3269.36   (feet)  ADJUSTED  
 KH0386  ___________________________________________________________________
 KH0386  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 KH0386  DYNAMIC HT  -         995.686 (meters)    3266.68  (feet)  COMP
 KH0386  MODELED GRAV-     979,772.5   (mgal)                       NAVD 88
 KH0386
 KH0386  VERT ORDER  -  SECOND    CLASS 0
 KH0386
 KH0386.The horizontal coordinates were scaled from a topographic map and have
 KH0386.an estimated accuracy of +/- 6 seconds.
 KH0386
 KH0386.The orthometric height was determined by differential leveling
 KH0386.and adjusted by the National Geodetic Survey in June 1991..
 KH0386
 KH0386.The geoid height was determined by GEOID03.
 KH0386
 KH0386.The dynamic height is computed by dividing the NAVD 88
 KH0386.geopotential number by the normal gravity value computed on the
 KH0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0386.degrees latitude (g = 980.6199 gals.).
 KH0386
 KH0386.The modeled gravity was interpolated from observed gravity values.
 KH0386
 KH0386;                    North         East    Units  Estimated Accuracy
 KH0386;SPC KS N     -    84,160.      124,470.      MT  (+/- 180 meters Scaled)
 KH0386
 KH0386                          SUPERSEDED SURVEY CONTROL
 KH0386
 KH0386  NGVD 29 (??/??/92)  996.130  (m)         3268.14   (f) ADJ UNCH    2 0
 KH0386
 KH0386.Superseded values are not recommended for survey control.
 KH0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0386.See file dsdata.txt to determine how the superseded data were derived.
 KH0386
 KH0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ110243(NAD 83)
 KH0386_MARKER: DB = BENCH MARK DISK
 KH0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0386_STAMPING: P 90 1935
 KH0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0386+STABILITY: SURFACE MOTION
 KH0386
 KH0386  HISTORY     - Date     Condition        Report By
 KH0386  HISTORY     - 1935     MONUMENTED       CGS
 KH0386  HISTORY     - 1940     GOOD             NGS
 KH0386  HISTORY     - 1942     GOOD             NGS
 KH0386
 KH0386                          STATION DESCRIPTION
 KH0386
 KH0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0386'4.2 MI SW FROM PAGE CITY.
 KH0386'4.2 MILES SOUTHWEST OF THE UNION PACIFIC RAILROAD STATION IN
 KH0386'PAGE CITY.  TO REACH FROM THE UNION PACIFIC RAILROAD STATION IN
 KH0386'PAGE CITY, PROCEED WESTERLY ALONG U.S. HIGHWAY NO. 40, GO 1.8
 KH0386'MILES, TURN LEFT (SOUTH) AT JUNCTION OF U.S. HIGHWAY NO. 40
 KH0386'WITH STATE HIGHWAY NO. 25, AND CONTINUE SOUTHWARD ON STATE
 KH0386'HIGHWAY NO. 25, GO 2.4 MILES.  BENCH MARK IS AT THE SOUTHEAST
 KH0386'CORNER OF A CROSS INTERSECTION OF STATE HIGHWAY NO. 25 WITH A
 KH0386'DIM EAST-WEST ROAD, 75 FEET SOUTHEAST OF CENTER OF INTERSECTION,
 KH0386'68 FEET EAST OF CENTER LINE OF THE HIGHWAY, 33 FEET EAST OF A
 KH0386'FENCE CORNER, 23 FEET SOUTH OF CENTER LINE OF THE EAST-WEST ROAD,
 KH0386'3.4 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 KH0386'20 FEET.  MONUMENT PROJECTS 0.3 FOOT.
 KH0386
 KH0386                          STATION RECOVERY (1942)
 KH0386
 KH0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0586 ***********************************************************************
 HH0586  DESIGNATION -  P 91
 HH0586  PID         -  HH0586
 HH0586  STATE/COUNTY-  KS/GRANT
 HH0586  USGS QUAD   -  ULYSSES NE (1959)
 HH0586
 HH0586                         *CURRENT SURVEY CONTROL
 HH0586  ___________________________________________________________________
 HH0586* NAD 83(1997)-  37 44 10.64761(N)    101 21 49.31659(W)     ADJUSTED  
 HH0586* NAVD 88     -       937.875  (meters)    3077.01   (feet)  ADJUSTED  
 HH0586  ___________________________________________________________________
 HH0586  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 HH0586  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 HH0586  DYNAMIC HT  -         936.993 (meters)    3074.12  (feet)  COMP
 HH0586  MODELED GRAV-     979,658.7   (mgal)                       NAVD 88
 HH0586
 HH0586  HORZ ORDER  -  THIRD
 HH0586  VERT ORDER  -  SECOND    CLASS 0
 HH0586
 HH0586.The horizontal coordinates were established by classical geodetic methods
 HH0586.and adjusted by the National Geodetic Survey in October 1998..
 HH0586
 HH0586.The orthometric height was determined by differential leveling
 HH0586.and adjusted by the National Geodetic Survey in June 1991..
 HH0586
 HH0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0586
 HH0586.The geoid height was determined by GEOID03.
 HH0586
 HH0586.The dynamic height is computed by dividing the NAVD 88
 HH0586.geopotential number by the normal gravity value computed on the
 HH0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0586.degrees latitude (g = 980.6199 gals.).
 HH0586
 HH0586.The modeled gravity was interpolated from observed gravity values.
 HH0586
 HH0586;                    North         East     Units Scale Factor Converg.
 HH0586;SPC KS S     -   522,587.765   147,630.842   MT  0.99994090   -1 45 35.4
 HH0586;UTM  14      - 4,179,186.903   291,717.641   MT  1.00013436   -1 26 49.8
 HH0586
 HH0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0586!SPC KS S     -   0.99985684  x   0.99994090  =   0.99979775
 HH0586!UTM  14      -   0.99985684  x   1.00013436  =   0.99999118
 HH0586
 HH0586:                Primary Azimuth Mark                     Grid Az
 HH0586:SPC KS S     -  STA 49 IGT                               271 29 31.5
 HH0586:UTM  14      -  STA 49 IGT                               271 10 45.9
 HH0586
 HH0586|---------------------------------------------------------------------|
 HH0586| PID    Reference Object                     Distance      Geod. Az  |
 HH0586|                                                           dddmmss.s |
 HH0586| HH0745 STA 49 IGT                          APPROX. 1.6 KM 2694356.1 |
 HH0586|---------------------------------------------------------------------|
 HH0586
 HH0586                          SUPERSEDED SURVEY CONTROL
 HH0586
 HH0586  NAD 83(1997)-  37 44 10.65193(N)    101 21 49.31584(W) AD(       ) 3
 HH0586  NAD 83(1986)-  37 44 10.65723(N)    101 21 49.31530(W) AD(       ) 3
 HH0586  NAD 27      -  37 44 10.49896(N)    101 21 47.65904(W) AD(       ) 3
 HH0586  NGVD 29 (??/??/92)  937.464  (m)         3075.66   (f) ADJ UNCH    2 0
 HH0586
 HH0586.Superseded values are not recommended for survey control.
 HH0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0586.See file dsdata.txt to determine how the superseded data were derived.
 HH0586
 HH0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG9171879187(NAD 83)
 HH0586_MARKER: DS = TRIANGULATION STATION DISK
 HH0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0586
 HH0586  HISTORY     - Date     Condition        Report By
 HH0586  HISTORY     - 1935     MONUMENTED       USGS
 HH0586  HISTORY     - 1959     GOOD             USGS
 HH0586
 HH0586                          STATION DESCRIPTION
 HH0586
 HH0586'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HH0586'IN KEARNEY COUNTY, ABOUT 10.6 MI N. ALONG STATE HWY. 25 FROM THE HIGH
 HH0586'SCHOOL AT A ULYSSES, GRANT COUNTY, 68 FT NE. OF THE CENTER OF THE
 HH0586'CROSSING OF AN E. - W. RD., 31 FT N. OF THE CENTER OF THE RD., 61 FT
 HH0586'E. OF THE CENTER OF THE HWY., 21.3 FT NE. OF THE N. END OF A CONCRETE
 HH0586'CULVERT AND 2.8 FT S. OF A CONCRETE RIGHT - OF - WAY MARKER PROJECTING
 HH0586'ABOUT 2.0 FT ABOVE GROUND.  A STANDARD DISK STAMPED---P 91 1935--- AND
 HH0586'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FT ABOVE
 HH0586'GROUND.  RECOVERED AS DESCRIBED, 29 FT N. AND 61 FT E. OF CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5434 ***********************************************************************
 AE5434  DESIGNATION -  P 91 DISTURBED
 AE5434  PID         -  AE5434
 AE5434  STATE/COUNTY-  KS/KEARNY
 AE5434  USGS QUAD   -  ULYSSES NE (1959)
 AE5434
 AE5434                         *CURRENT SURVEY CONTROL
 AE5434  ___________________________________________________________________
 AE5434* NAD 83(1997)-  37 44 10.51828(N)    101 21 49.27344(W)     ADJUSTED  
 AE5434* NAVD 88     -       937.9    (meters)    3077.     (feet)  GPS OBS   
 AE5434  ___________________________________________________________________
 AE5434  X           -    -995,252.742 (meters)                     COMP
 AE5434  Y           -  -4,952,099.794 (meters)                     COMP
 AE5434  Z           -   3,882,892.714 (meters)                     COMP
 AE5434  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AE5434  ELLIP HEIGHT-         912.46  (meters)          (08/16/04) GPS OBS
 AE5434  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 AE5434
 AE5434  HORZ ORDER  -  FIRST
 AE5434  ELLP ORDER  -  FOURTH    CLASS II
 AE5434
 AE5434.The horizontal coordinates were established by GPS observations
 AE5434.and adjusted by the National Geodetic Survey in December 1997..
 AE5434.No horizontal observational check was made to the station.
 AE5434
 AE5434.The orthometric height was determined by GPS observations and a
 AE5434.high-resolution geoid model.
 AE5434
 AE5434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5434
 AE5434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5434
 AE5434.The ellipsoidal height was determined by GPS observations
 AE5434.and is referenced to NAD 83.
 AE5434
 AE5434.The geoid height was determined by GEOID03.
 AE5434
 AE5434;                    North         East     Units Scale Factor Converg.
 AE5434;SPC KS S     -   522,583.747   147,631.776   MT  0.99994090   -1 45 35.3
 AE5434;UTM  14      - 4,179,182.890   291,718.597   MT  1.00013436   -1 26 49.8
 AE5434
 AE5434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5434!SPC KS S     -   0.99985684  x   0.99994090  =   0.99979775
 AE5434!UTM  14      -   0.99985684  x   1.00013436  =   0.99999118
 AE5434
 AE5434                          SUPERSEDED SURVEY CONTROL
 AE5434
 AE5434  ELLIP H (12/22/97)  912.49   (m)                       GP(       ) 4 1
 AE5434
 AE5434.Superseded values are not recommended for survey control.
 AE5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5434.See file dsdata.txt to determine how the superseded data were derived.
 AE5434
 AE5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG9171979183(NAD 83)
 AE5434_MARKER: DB = BENCH MARK DISK
 AE5434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5434_STAMPING: P 91 1935
 AE5434_MARK LOGO: CGS   
 AE5434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5434+STABILITY: SURFACE MOTION
 AE5434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5434+SATELLITE: SATELLITE OBSERVATIONS - 1935
 AE5434
 AE5434  HISTORY     - Date     Condition        Report By
 AE5434  HISTORY     - 1935     MONUMENTED       CGS
 AE5434
 AE5434                          STATION DESCRIPTION
 AE5434
 AE5434'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 AE5434'THE STATION WAS RECOVERED IN FAIR CONDITION.  PART OF THE MONUMENT HAS
 AE5434'BEEN CHOPPED OFF AND ABOUT 1/3 OF THE DISK IS MISSING.  THE REMAINING
 AE5434'PART OF THE DISK AND CENTER/DATUM POINT ARE STILL FIRMLY CEMENTED IN
 AE5434'PLACE AND THE CONCRETE POST IS STABLE.  THE STATION IS LOCATED ABOUT
 AE5434'16.0 KM (9.95 MI) NORTH OF ULYSSES, JUST NORTH OF THE KEARNY COUNTY
 AE5434'LINE, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF STATE HIGHWAY 25
 AE5434'AND COUNTY ROAD 1.  OWNERSHIP--STATE OF KANSAS.  TO REACH THE STATION
 AE5434'FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S. HIGHWAY 160 IN ULYSSES,
 AE5434'GO NORTH FOR 7.0 MI (11.3 KM) ON HIGHWAY 25 TO A PAVED CROSSROAD,
 AE5434'COUNTY ROAD 620.  CONTINUE NORTH FOR 4.0 MI (6.4 KM) ON HIGHWAY 25 TO
 AE5434'GRAVELED CROSSROAD AT THE GRANT-KEARNY COUNTY LINE AND THE STATION ON
 AE5434'RIGHT.  STATION IS 19.0 M (62.3 FT) EAST OF THE CENTERLINE OF HIGHWAY
 AE5434'25, 8.1 M (26.6 FT) NORTH OF THE CENTER OF COUNTY ROAD 1, 6.6 M (21.7
 AE5434'FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE CULVERT
 AE5434'HEADWALL, 4.1 M (13.5 FT) WEST-SOUTHWEST OF UTILITY POLE NUMBER E6A 8,
 AE5434'2.5 M (8.2 FT) SOUTH OF THE EASTERNMOST STEEL SIGN POST OF SIGN MARKED
 AE5434'TATE COMPRESSOR STATION - 4 MILES, 0.6 M (2.0 FT) SOUTH OF A SIGN
 AE5434'CORNER POST MARKED K 37, 0.8 FT (24.4 CM) NORTH OF SIGN POST MARKED
 AE5434'HWY 25, 11000 N/11N/RD1, 0.8 M (2.6 FT) SOUTH-SOUTHEAST OF A CONCRETE
 AE5434'AND STEEL BLADE RIGHT-OF-WAY MARKER, ABOUT 0.3 M (1.0 FT) LOWER THAN
 AE5434'COUNTY ROAD 1 AND PROJECTING 4 CM ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0373 ***********************************************************************
 HH0373  DESIGNATION -  P 92
 HH0373  PID         -  HH0373
 HH0373  STATE/COUNTY-  KS/STEVENS
 HH0373  USGS QUAD   -  WAGON BED SPRING SE (1974)
 HH0373
 HH0373                         *CURRENT SURVEY CONTROL
 HH0373  ___________________________________________________________________
 HH0373* NAD 83(1986)-  37 20 39.     (N)    101 20 22.     (W)     SCALED    
 HH0373* NAVD 88     -       943.603  (meters)    3095.80   (feet)  ADJUSTED  
 HH0373  ___________________________________________________________________
 HH0373  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 HH0373  DYNAMIC HT  -         942.690 (meters)    3092.81  (feet)  COMP
 HH0373  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 HH0373
 HH0373  VERT ORDER  -  SECOND    CLASS 0
 HH0373
 HH0373.The horizontal coordinates were scaled from a topographic map and have
 HH0373.an estimated accuracy of +/- 6 seconds.
 HH0373
 HH0373.The orthometric height was determined by differential leveling
 HH0373.and adjusted by the National Geodetic Survey in June 1991..
 HH0373
 HH0373.The geoid height was determined by GEOID03.
 HH0373
 HH0373.The dynamic height is computed by dividing the NAVD 88
 HH0373.geopotential number by the normal gravity value computed on the
 HH0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0373.degrees latitude (g = 980.6199 gals.).
 HH0373
 HH0373.The modeled gravity was interpolated from observed gravity values.
 HH0373
 HH0373;                    North         East    Units  Estimated Accuracy
 HH0373;SPC KS S     -   479,020.      148,440.      MT  (+/- 180 meters Scaled)
 HH0373
 HH0373                          SUPERSEDED SURVEY CONTROL
 HH0373
 HH0373  NGVD 29 (??/??/92)  943.202  (m)         3094.49   (f) ADJ UNCH    2 0
 HH0373
 HH0373.Superseded values are not recommended for survey control.
 HH0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0373.See file dsdata.txt to determine how the superseded data were derived.
 HH0373
 HH0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG927356(NAD 83)
 HH0373_MARKER: DB = BENCH MARK DISK
 HH0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0373_STAMPING: P 92 1935
 HH0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0373+STABILITY: SURFACE MOTION
 HH0373
 HH0373  HISTORY     - Date     Condition        Report By
 HH0373  HISTORY     - 1935     MONUMENTED       CGS
 HH0373  HISTORY     - 1972     MARK NOT FOUND   USGS
 HH0373
 HH0373                          STATION DESCRIPTION
 HH0373
 HH0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0373'11.9 MI N FROM HUGOTON.
 HH0373'ABOUT 11.9 MILES NORTH ALONG U.S. HIGHWAY 270 FROM THE COURTHOUSE
 HH0373'AT HUGOTON, STEVENS COUNTY, 58 FEET SOUTHWEST OF THE CENTER OF
 HH0373'AN EAST-AND-WEST ROAD, 12 FEET SOUTH OF THE CENTER LINE OF THE
 HH0373'ROAD, 54 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTHWEST
 HH0373'OF A FENCE CORNER, AND 2.0 FEET NORTH OF A 4- BY 4-INCH WHITE
 HH0373'POST PROJECTING ABOUT 2.0 FEET ABOVE GROUND.  A STANDARD DISK,
 HH0373'STAMPED P 92 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HH0373'ABOUT 1.0 FOOT ABOVE GROUND.
 HH0373
 HH0373                          STATION RECOVERY (1972)
 HH0373
 HH0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0138 ***********************************************************************
 JH0138  DESIGNATION -  P 93
 JH0138  PID         -  JH0138
 JH0138  STATE/COUNTY-  KS/LOGAN
 JH0138  USGS QUAD   -  RUSSELL SPRINGS (1972)
 JH0138
 JH0138                         *CURRENT SURVEY CONTROL
 JH0138  ___________________________________________________________________
 JH0138* NAD 83(1986)-  38 54 47.     (N)    101 10 52.     (W)     SCALED    
 JH0138* NAVD 88     -       903.667  (meters)    2964.78   (feet)  ADJUSTED  
 JH0138  ___________________________________________________________________
 JH0138  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 JH0138  DYNAMIC HT  -         902.926 (meters)    2962.35  (feet)  COMP
 JH0138  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 JH0138
 JH0138  VERT ORDER  -  SECOND    CLASS 0
 JH0138
 JH0138.The horizontal coordinates were scaled from a topographic map and have
 JH0138.an estimated accuracy of +/- 6 seconds.
 JH0138
 JH0138.The orthometric height was determined by differential leveling
 JH0138.and adjusted by the National Geodetic Survey in June 1991..
 JH0138
 JH0138.The geoid height was determined by GEOID03.
 JH0138
 JH0138.The dynamic height is computed by dividing the NAVD 88
 JH0138.geopotential number by the normal gravity value computed on the
 JH0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0138.degrees latitude (g = 980.6199 gals.).
 JH0138
 JH0138.The modeled gravity was interpolated from observed gravity values.
 JH0138
 JH0138;                    North         East    Units  Estimated Accuracy
 JH0138;SPC KS N     -    69,200.      124,160.      MT  (+/- 180 meters Scaled)
 JH0138
 JH0138                          SUPERSEDED SURVEY CONTROL
 JH0138
 JH0138  NGVD 29 (??/??/92)  903.314  (m)         2963.62   (f) ADJ UNCH    2 0
 JH0138
 JH0138.Superseded values are not recommended for survey control.
 JH0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0138.See file dsdata.txt to determine how the superseded data were derived.
 JH0138
 JH0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ108093(NAD 83)
 JH0138_MARKER: DB = BENCH MARK DISK
 JH0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JH0138_SP_SET: STEP
 JH0138_STAMPING: P 93 1935
 JH0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0138
 JH0138  HISTORY     - Date     Condition        Report By
 JH0138  HISTORY     - 1935     MONUMENTED       CGS
 JH0138  HISTORY     - 1940     GOOD             NGS
 JH0138  HISTORY     - 1942     GOOD             NGS
 JH0138
 JH0138                          STATION DESCRIPTION
 JH0138
 JH0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0138'IN RUSSELL SPRINGS.
 JH0138'BENCH MARK IS AT THE MAIN (EAST) ENTRANCE OF THE RUSSELL SPRINGS
 JH0138'CONSOLIDATED SCHOOL, IN THE SOUTHWEST CORNER OF THE CONCRETE
 JH0138'STEP LANDING, 8 INCHES EAST OF THE BUILDING, SET FLUSH AND
 JH0138'HORIZONTALLY.  NO 4 X 4 INCH WOODEN POST SET--BUILDING SERVES
 JH0138'AS LANDMARK.
 JH0138
 JH0138                          STATION RECOVERY (1942)
 JH0138
 JH0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0844 ***********************************************************************
 KH0844  DESIGNATION -  P 95 RESET
 KH0844  PID         -  KH0844
 KH0844  STATE/COUNTY-  KS/CHEYENNE
 KH0844  USGS QUAD   -  ST FRANCIS (1978)
 KH0844
 KH0844                         *CURRENT SURVEY CONTROL
 KH0844  ___________________________________________________________________
 KH0844* NAD 83(1986)-  39 46 01.     (N)    101 48 52.     (W)     SCALED    
 KH0844* NAVD 88     -      1005.82   (meters)    3299.9    (feet)  RESET     
 KH0844  ___________________________________________________________________
 KH0844  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 KH0844
 KH0844  VERT ORDER  -  THIRD
 KH0844
 KH0844.The horizontal coordinates were scaled from a topographic map and have
 KH0844.an estimated accuracy of +/- 6 seconds.
 KH0844
 KH0844.The orthometric height was computed from unverified reset data.
 KH0844
 KH0844.The geoid height was determined by GEOID03.
 KH0844
 KH0844;                    North         East    Units  Estimated Accuracy
 KH0844;SPC KS N     -   166,040.       73,260.      MT  (+/- 180 meters Scaled)
 KH0844
 KH0844                          SUPERSEDED SURVEY CONTROL
 KH0844
 KH0844  NGVD 29 (03/09/04) 1005.39   (m)         3298.5    (f) RESET       3  
 KH0844
 KH0844.Superseded values are not recommended for survey control.
 KH0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0844.See file dsdata.txt to determine how the superseded data were derived.
 KH0844
 KH0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK589056(NAD 83)
 KH0844_MARKER: DV = VERTICAL CONTROL DISK
 KH0844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KH0844_SP_SET: HEADWALL
 KH0844_STAMPING: P 95 RESET 1984
 KH0844_MARK LOGO: NGS   
 KH0844_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 KH0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0844+STABILITY: SURFACE MOTION
 KH0844
 KH0844  HISTORY     - Date     Condition        Report By
 KH0844  HISTORY     - 1984     MONUMENTED       KSDT
 KH0844
 KH0844                          STATION DESCRIPTION
 KH0844
 KH0844'DESCRIBED BY KANSAS DEPARTMENT OF TRANSPORTATION 1984
 KH0844'0.7 MILE SOUTHWEST ALONG US HIGHWAY 36 FROM THE CHICAGO, BURLINGTON
 KH0844'AND QUINCY RAILROAD STATION AT ST FRANCES, IN THE SOUTHWEST CORNER ON
 KH0844'TOP OF THE HEADWALL AT RC CULVERTROUTE STATION 702+82.5 37 FEET
 KH0844'SOUTH OF US 36 HIGHWAY CENTERLINE, 1,300.37 FEET WEST OF THE
 KH0844'SOUTHWEST CITY LIMITS OF ST FRANCES, AND 5,475.93 FEET EAST OF
 KH0844'QUARTER SECTION LINE LOCATED 24.58 FEET WEST OF THE JUNCTION OF US 36
 KH0844'AND K 27 HIGHWAY IN SECTION 29, T3S, R40W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0269 ***********************************************************************
 KH0269  DESIGNATION -  P 96
 KH0269  PID         -  KH0269
 KH0269  STATE/COUNTY-  KS/RAWLINS
 KH0269  USGS QUAD   -  MC DONALD (1978)
 KH0269
 KH0269                         *CURRENT SURVEY CONTROL
 KH0269  ___________________________________________________________________
 KH0269* NAD 83(1986)-  39 47 07.     (N)    101 21 13.     (W)     SCALED    
 KH0269* NAVD 88     -      1015.228  (meters)    3330.79   (feet)  ADJUSTED  
 KH0269  ___________________________________________________________________
 KH0269  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 KH0269  DYNAMIC HT  -        1014.460 (meters)    3328.27  (feet)  COMP
 KH0269  MODELED GRAV-     979,835.8   (mgal)                       NAVD 88
 KH0269
 KH0269  VERT ORDER  -  SECOND    CLASS 0
 KH0269
 KH0269.The horizontal coordinates were scaled from a topographic map and have
 KH0269.an estimated accuracy of +/- 6 seconds.
 KH0269
 KH0269.The orthometric height was determined by differential leveling
 KH0269.and adjusted by the National Geodetic Survey in June 1991..
 KH0269
 KH0269.The geoid height was determined by GEOID03.
 KH0269
 KH0269.The dynamic height is computed by dividing the NAVD 88
 KH0269.geopotential number by the normal gravity value computed on the
 KH0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0269.degrees latitude (g = 980.6199 gals.).
 KH0269
 KH0269.The modeled gravity was interpolated from observed gravity values.
 KH0269
 KH0269;                    North         East    Units  Estimated Accuracy
 KH0269;SPC KS N     -   166,510.      112,790.      MT  (+/- 180 meters Scaled)
 KH0269
 KH0269                          SUPERSEDED SURVEY CONTROL
 KH0269
 KH0269  NGVD 29 (??/??/92) 1014.826  (m)         3329.47   (f) ADJ UNCH    2 0
 KH0269
 KH0269.Superseded values are not recommended for survey control.
 KH0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0269.See file dsdata.txt to determine how the superseded data were derived.
 KH0269
 KH0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK984065(NAD 83)
 KH0269_MARKER: DB = BENCH MARK DISK
 KH0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0269_STAMPING: P 96 1935
 KH0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0269+STABILITY: SURFACE MOTION
 KH0269
 KH0269  HISTORY     - Date     Condition        Report By
 KH0269  HISTORY     - 1935     MONUMENTED       CGS
 KH0269  HISTORY     - 1942     GOOD             NGS
 KH0269
 KH0269                          STATION DESCRIPTION
 KH0269
 KH0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0269'1.1 MI E FROM MC DONALD.
 KH0269'1.1 MI. E. ALONG C.B. AND Q. RY.  ABOUT 0.4 MI. E. OF MILEPOLE 109,
 KH0269'ABOUT 37 FT. W. OF THE CENTER LINE OF A CROSS-ROAD, ABOUT 50 FT.
 KH0269'S. OF THE CENTER LINE OF THE TRACK AND 3 FT. S. OF TELEPHONE LINE.
 KH0269
 KH0269                          STATION RECOVERY (1942)
 KH0269
 KH0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0162 ***********************************************************************
 JH0162  DESIGNATION -  P 97
 JH0162  PID         -  JH0162
 JH0162  STATE/COUNTY-  KS/LOGAN
 JH0162  USGS QUAD   -  NICKEL MINE SPRING (1969)
 JH0162
 JH0162                         *CURRENT SURVEY CONTROL
 JH0162  ___________________________________________________________________
 JH0162* NAD 83(1986)-  38 48 09.     (N)    101 22 16.     (W)     SCALED    
 JH0162* NAVD 88     -       984.591  (meters)    3230.28   (feet)  ADJUSTED  
 JH0162  ___________________________________________________________________
 JH0162  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JH0162  DYNAMIC HT  -         983.751 (meters)    3227.52  (feet)  COMP
 JH0162  MODELED GRAV-     979,741.6   (mgal)                       NAVD 88
 JH0162
 JH0162  VERT ORDER  -  SECOND    CLASS 0
 JH0162
 JH0162.The horizontal coordinates were scaled from a topographic map and have
 JH0162.an estimated accuracy of +/- 6 seconds.
 JH0162
 JH0162.The orthometric height was determined by differential leveling
 JH0162.and adjusted by the National Geodetic Survey in June 1991..
 JH0162
 JH0162.The geoid height was determined by GEOID03.
 JH0162
 JH0162.The dynamic height is computed by dividing the NAVD 88
 JH0162.geopotential number by the normal gravity value computed on the
 JH0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0162.degrees latitude (g = 980.6199 gals.).
 JH0162
 JH0162.The modeled gravity was interpolated from observed gravity values.
 JH0162
 JH0162;                    North         East    Units  Estimated Accuracy
 JH0162;SPC KS N     -    57,530.      107,230.      MT  (+/- 180 meters Scaled)
 JH0162
 JH0162                          SUPERSEDED SURVEY CONTROL
 JH0162
 JH0162  NGVD 29 (??/??/92)  984.200  (m)         3229.00   (f) ADJ UNCH    2 0
 JH0162
 JH0162.Superseded values are not recommended for survey control.
 JH0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0162.See file dsdata.txt to determine how the superseded data were derived.
 JH0162
 JH0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH940975(NAD 83)
 JH0162_MARKER: DB = BENCH MARK DISK
 JH0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0162_STAMPING: P 97 1935
 JH0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0162+STABILITY: SURFACE MOTION
 JH0162
 JH0162  HISTORY     - Date     Condition        Report By
 JH0162  HISTORY     - 1935     MONUMENTED       CGS
 JH0162  HISTORY     - 1940     GOOD             NGS
 JH0162
 JH0162                          STATION DESCRIPTION
 JH0162
 JH0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0162'17.8 MI SW FROM RUSSELL SPRINGS.
 JH0162'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0162'SOUTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 17.8 MILES.  BENCH
 JH0162'MARK IS AT THE SOUTHEAST CORNER OF A CROSS-INTERSECTION OF STATE
 JH0162'HIGHWAY NO. 25 WITH AN EAST-WEST SECTION LINE ROAD (GRADED
 JH0162'EAST OF THE HIGHWAY--UNIMPROVED ON THE WEST SIDE OF THE
 JH0162'HIGHWAY), 74 FEET SOUTHEAST OF CENTER OF INTERSECTION, 70 FEET
 JH0162'EAST OF CENTER LINE OF THE HIGHWAY, 32.5 FEET EAST OF FENCE
 JH0162'CORNER, 31 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 3.0 FEET
 JH0162'WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 20 FEET,
 JH0162'2.0 FEET NORTH OF FENCE.  MONUMENT PROJECTS 0.4 FOOT.
 JH0162'NOTE-- DESCRIPTION SHOULD READ-- 160 FT E OF CENTERLINE OF THE
 JH0162'HWY, 27 FT S OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0198 ***********************************************************************
 JH0198  DESIGNATION -  P 98
 JH0198  PID         -  JH0198
 JH0198  STATE/COUNTY-  KS/WICHITA
 JH0198  USGS QUAD   -  LEOTI (1970)
 JH0198
 JH0198                         *CURRENT SURVEY CONTROL
 JH0198  ___________________________________________________________________
 JH0198* NAD 83(1986)-  38 28 01.     (N)    101 21 30.     (W)     SCALED    
 JH0198* NAVD 88     -      1006.621  (meters)    3302.56   (feet)  ADJUSTED  
 JH0198  ___________________________________________________________________
 JH0198  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 JH0198  DYNAMIC HT  -        1005.753 (meters)    3299.71  (feet)  COMP
 JH0198  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 JH0198
 JH0198  VERT ORDER  -  SECOND    CLASS 0
 JH0198
 JH0198.The horizontal coordinates were scaled from a topographic map and have
 JH0198.an estimated accuracy of +/- 6 seconds.
 JH0198
 JH0198.The orthometric height was determined by differential leveling
 JH0198.and adjusted by the National Geodetic Survey in June 1991..
 JH0198
 JH0198.The geoid height was determined by GEOID03.
 JH0198
 JH0198.The dynamic height is computed by dividing the NAVD 88
 JH0198.geopotential number by the normal gravity value computed on the
 JH0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0198.degrees latitude (g = 980.6199 gals.).
 JH0198
 JH0198.The modeled gravity was interpolated from observed gravity values.
 JH0198
 JH0198;                    North         East    Units  Estimated Accuracy
 JH0198;SPC KS S     -   603,630.      150,590.      MT  (+/- 180 meters Scaled)
 JH0198
 JH0198                          SUPERSEDED SURVEY CONTROL
 JH0198
 JH0198  NGVD 29 (??/??/92) 1006.254  (m)         3301.35   (f) ADJ UNCH    2 0
 JH0198
 JH0198.Superseded values are not recommended for survey control.
 JH0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0198.See file dsdata.txt to determine how the superseded data were derived.
 JH0198
 JH0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH942602(NAD 83)
 JH0198_MARKER: DB = BENCH MARK DISK
 JH0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0198_STAMPING: P 98 1935
 JH0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0198+STABILITY: SURFACE MOTION
 JH0198
 JH0198  HISTORY     - Date     Condition        Report By
 JH0198  HISTORY     - 1935     MONUMENTED       CGS
 JH0198  HISTORY     - 1940     GOOD             NGS
 JH0198
 JH0198                          STATION DESCRIPTION
 JH0198
 JH0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0198'0.8 MI S FROM LEOTI.
 JH0198'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED SOUTHWARD ALONG
 JH0198'STATE HIGHWAY NO. 25, GO 0.8 MILE.  BENCH MARK IS AT THE NORTHWEST
 JH0198'CORNER OF CROSS-INTERSECTION OF STATE HIGHWAY NO. 25 AND AN
 JH0198'EAST-WEST SECTION LINE ROAD, (GRAVELED ON EAST SIDE OF
 JH0198'HIGHWAY--GRADED ON THE WEST SIDE OF THE HIGHWAY), 83 FEET
 JH0198'NORTHWEST OF CENTER OF THE INTERSECTION, 78 FEET WEST OF CENTER
 JH0198'LINE OF THE HIGHWAY, 18 FEET NORTH OF CENTER LINE OF THE EAST-WEST
 JH0198'ROAD, 2.5 FEET EAST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 JH0198'PROJECTING 2.0 FEET, 1.5 FEET SOUTH OF THE FENCE.  MONUMENT
 JH0198'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0173 ***********************************************************************
 KH0173  DESIGNATION -  PACIFIC
 KH0173  PID         -  KH0173
 KH0173  STATE/COUNTY-  KS/LOGAN
 KH0173  USGS QUAD   -  OAKLEY SW (1979)
 KH0173
 KH0173                         *CURRENT SURVEY CONTROL
 KH0173  ___________________________________________________________________
 KH0173* NAD 83(1997)-  39 06 45.07010(N)    100 57 17.08111(W)     ADJUSTED  
 KH0173* NAVD 88     -       947.830  (meters)    3109.67   (feet)  ADJUSTED  
 KH0173  ___________________________________________________________________
 KH0173  X           -    -941,839.443 (meters)                     COMP
 KH0173  Y           -  -4,865,859.947 (meters)                     COMP
 KH0173  Z           -   4,002,599.772 (meters)                     COMP
 KH0173  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 KH0173  ELLIP HEIGHT-         923.74  (meters)          (10/02/98) GPS OBS
 KH0173  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KH0173  DYNAMIC HT  -         947.073 (meters)    3107.19  (feet)  COMP
 KH0173  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 KH0173
 KH0173  HORZ ORDER  -  SECOND
 KH0173  VERT ORDER  -  FIRST     CLASS II
 KH0173  ELLP ORDER  -  FOURTH    CLASS I
 KH0173
 KH0173.The horizontal coordinates were established by classical geodetic methods
 KH0173.and adjusted by the National Geodetic Survey in October 1998..
 KH0173
 KH0173.The orthometric height was determined by differential leveling
 KH0173.and adjusted by the National Geodetic Survey in June 1991..
 KH0173
 KH0173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KH0173
 KH0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0173
 KH0173.The ellipsoidal height was determined by GPS observations
 KH0173.and is referenced to NAD 83.
 KH0173
 KH0173.The geoid height was determined by GEOID03.
 KH0173
 KH0173.The dynamic height is computed by dividing the NAVD 88
 KH0173.geopotential number by the normal gravity value computed on the
 KH0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0173.degrees latitude (g = 980.6199 gals.).
 KH0173
 KH0173.The modeled gravity was interpolated from observed gravity values.
 KH0173
 KH0173;                    North         East     Units Scale Factor Converg.
 KH0173;SPC KS N     -    90,666.880   144,502.609   MT  0.99995974   -1 52 10.2
 KH0173;UTM  14      - 4,331,082.178   330,996.874   MT  0.99995170   -1 14 00.4
 KH0173
 KH0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0173!SPC KS N     -   0.99985509  x   0.99995974  =   0.99981484
 KH0173!UTM  14      -   0.99985509  x   0.99995170  =   0.99980680
 KH0173
 KH0173:                Primary Azimuth Mark                     Grid Az
 KH0173:SPC KS N     -  G 6                                      080 36 51.2
 KH0173:UTM  14      -  G 6                                      079 58 41.4
 KH0173
 KH0173|---------------------------------------------------------------------|
 KH0173| PID    Reference Object                     Distance      Geod. Az  |
 KH0173|                                                           dddmmss.s |
 KH0173| KH0171 G 6                                                0784441.0 |
 KH0173| KH0653 MONUMENT BERTRANDS ELEVATOR         APPROX. 4.8 KM 2630818.5 |
 KH0173| KH0174 PACIFIC RM 1                         17.122 METERS 26337     |
 KH0173| KH0172 PACIFIC RM 2                         31.602 METERS 35722     |
 KH0173|---------------------------------------------------------------------|
 KH0173
 KH0173                          SUPERSEDED SURVEY CONTROL
 KH0173
 KH0173  NAD 83(1986)-  39 06 45.07218(N)    100 57 17.08410(W) AD(       ) 2
 KH0173  NAD 27      -  39 06 45.04600(N)    100 57 15.54000(W) AD(       ) 2
 KH0173  NGVD 29 (??/??/92)  947.486  (m)         3108.54   (f) ADJ UNCH    1 2
 KH0173
 KH0173.Superseded values are not recommended for survey control.
 KH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0173.See file dsdata.txt to determine how the superseded data were derived.
 KH0173
 KH0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ3099731082(NAD 83)
 KH0173_MARKER: DS = TRIANGULATION STATION DISK
 KH0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0173_SP_SET: CONCRETE POST
 KH0173_STAMPING: PACIFIC 1951
 KH0173_MARK LOGO: CGS   
 KH0173_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0173+STABILITY: SURFACE MOTION
 KH0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0173+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1989
 KH0173
 KH0173  HISTORY     - Date     Condition        Report By
 KH0173  HISTORY     - 1951     MONUMENTED       CGS
 KH0173  HISTORY     - 1952     GOOD             CGS
 KH0173  HISTORY     - 1952     GOOD             NGS
 KH0173  HISTORY     - 1977     GOOD             DOD
 KH0173  HISTORY     - 19890619 GOOD             NGS
 KH0173
 KH0173                          STATION DESCRIPTION
 KH0173
 KH0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0173'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF OAKLEY,
 KH0173'3.0 MILES EAST OF MONUMENT AND 0.15 MILE WEST-SOUTHWEST OF
 KH0173'A RAILROAD TRESTLE.  IT IS ON THE RIGHT-OF-WAY OF U.S. HIGHWAY
 KH0173'NO. 40, 62.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY NO. 40,
 KH0173'11.0 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 8.0 FEET NORTH
 KH0173'OF A FENCE AND 7.5 FEET NORTH OF A WITNESS POST.  IT PROJECTS
 KH0173'2 INCHES AND IS STAMPED PACIFIC 1951.
 KH0173'
 KH0173'REFERENCE MARK NO. 1 IS 62.0 FEET SOUTH OF THE CENTER OF U.S.
 KH0173'HIGHWAY NO. 40, 45.0 FEET WEST OF A TELEPHONE POLE AND 1.0
 KH0173'FOOT NORTH OF A FENCE.  IT PROJECTS 2 INCHES AND IS STAMPED
 KH0173'PACIFIC NO 1 1951.
 KH0173'
 KH0173'REFERENCE MARK NO. 2 IS LOCATED ACROSS THE HIGHWAY FROM THE
 KH0173'STATION ON THE RIGHT-OF-WAY OF THE UNION PACIFIC RAILROAD,
 KH0173'42.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 40 AND 6.0
 KH0173'FEET NORTH OF A FENCE.  IT PROJECTS 6 INCHES AND IS STAMPED
 KH0173'PACIFIC NO 2 1951.
 KH0173'
 KH0173'THE AZIMUTH MARK IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK SET
 KH0173'IN AN 8 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 KH0173'THE GROUND.  IT IS 116.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 KH0173'NO. 40, 47.0 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC
 KH0173'RAILROAD TRACK, 30.0 FEET WEST OF A TELEGRAPH POLE, 2.0 FEET
 KH0173'NORTH OF A FENCE AND 1.0 FOOT WEST OF A WITNESS POST.  IT
 KH0173'PROJECTS 6 INCHES AND IS STAMPED G6 1933.
 KH0173'
 KH0173'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 KH0173'AND U.S. HIGHWAY NO. 40 JUST NORTH OF THE POST OFFICE IN MONUMENT,
 KH0173'GO EASTERLY ON U.S. HIGHWAY NO. 40 FOR 3.1 MILES TO WHERE THE
 KH0173'HIGHWAY BENDS RIGHT AND THE STATION ON THE RIGHT AS DESCRIBED.
 KH0173'
 KH0173'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON U.S.
 KH0173'HIGHWAY NO. 40 FOR 0.75 MILE TO A POINT ABOUT 30 YARDS EAST OF
 KH0173'RAILROAD MILE POST NO. 3822 AND THE MARK ON THE LEFT ALONG
 KH0173'THE RAILROAD RIGHT-OF-WAY AS DESCRIBED.
 KH0173'
 KH0173'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KH0173
 KH0173                          STATION RECOVERY (1952)
 KH0173
 KH0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KH0173'3.25 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0173'STATION AT MONUMENT, 0.15 MILE SOUTHWEST OF A RAILROAD TRESTLE,
 KH0173'60.5 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40, 11 FEET
 KH0173'SOUTHEAST OF A TELEPHONE POLE, 8 FEET NORTH OF A FENCE, 7.3
 KH0173'FEET NORTH OF A WITNESS POST, A TRIANGULATION STATION DISK SET
 KH0173'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 KH0173'STAMPED PACIFIC 1951.
 KH0173'
 KH0173'PACIFIC R.M. 1 IS 56.0 FEET WEST OF TRIANGULATION STATION PACIFIC
 KH0173'1951, 58.8 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40,
 KH0173'0.8 FOOT NORTH OF A FENCE, A REFERENCE MARK DISK SET IN THE
 KH0173'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 KH0173'STAMPED PACIFIC NO 1 1951.
 KH0173'
 KH0173'PACIFIC R.M. 2 IS 103.5 FEET NORTH OF TRIANGULATION STATION
 KH0173'PACIFIC 1951, 121 FEET SOUTH OF THE SOUTH RAIL, 42.6 FEET
 KH0173'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40, 8 FEET NORTH OF A
 KH0173'FENCE, 7.3 FEET NORTH OF A WITNESS POST, A REFERENCE MARK
 KH0173'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 KH0173'ABOVE THE GROUND, STAMPED PACIFIC NO 2 1951.
 KH0173
 KH0173                          STATION RECOVERY (1952)
 KH0173
 KH0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KH0173'3.2 MI E FROM MONUMENT.
 KH0173'3.25 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0173'STATION AT MONUMENT, 0.15 MILE SOUTHWEST OF A RAILROAD TRESTLE,
 KH0173'60.5 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40, 11 FEET
 KH0173'SOUTHEAST OF A TELEPHONE POLE, 8 FEET NORTH OF A FENCE, 7.3
 KH0173'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KH0173'POST WHICH IS FLUSH WITH THE GROUND.
 KH0173
 KH0173                          STATION RECOVERY (1977)
 KH0173
 KH0173'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 KH0173'RECOVERED IN GOOD CONDITION.
 KH0173
 KH0173                          STATION RECOVERY (1989)
 KH0173
 KH0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KH0173'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) WEST-SOUTHWEST OF OAKLEY,
 KH0173'IN WEEDS, ON THE RIGHT-OF-WAY OF U.S. HIGHWAY 40, IN WEST CENTRAL
 KH0173'SECTION 11, T 11 S, R 33 W.  OWNERSHIP--STATE DEPARTMENT OF HIGHWAYS.
 KH0173'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 83
 KH0173'SOUTH, AT THE SOUTH EDGE OF OAKLEY, GO WEST ON HIGHWAYS 40 AND 83 FOR
 KH0173'1.6 KM (1.00 MI) TO HIGHWAY 83 NORTH ON THE RIGHT.  CONTINUE AHEAD ON
 KH0173'HIGHWAY 40 FOR 7.25 KM (4.50 MI) TO A RAILROAD TRESTLE ON THE RIGHT.
 KH0173'CONTINUE AHEAD FOR 0.3 KM (0.20 MI) TO HIGH GROUND AND THE STATION ON
 KH0173'THE LEFT.
 KH0173'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 25 CM SQUARE
 KH0173'CONCRETE POST PROJECTING 1 CM ALONG A SECTION OF FENCE THAT IS NOT
 KH0173'PARALLEL TO THE HIGHWAY.  LOCATED 32.7 M (107.3 FT) EAST-SOUTHEAST OF
 KH0173'A SAWED-OFF TELEPHONE POLE FENCE POST AT A BEND IN FENCE LINE, 18.5 M
 KH0173'(60.7 FT) SOUTH OF THE HIGHWAY CENTER, 2.5 M (8.2 FT) NORTH-NORTHEAST
 KH0173'OF THE FENCE AND 0.4 M (1.3 FT) EAST OF A CARSONITE WITNESS POST.
 KH0173'DESCRIBED BY G.R. HEID, TYPED BY HJS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0174 ***********************************************************************
 KH0174  DESIGNATION -  PACIFIC RM 1
 KH0174  PID         -  KH0174
 KH0174  STATE/COUNTY-  KS/LOGAN
 KH0174  USGS QUAD   -  OAKLEY SW (1979)
 KH0174
 KH0174                         *CURRENT SURVEY CONTROL
 KH0174  ___________________________________________________________________
 KH0174* NAD 83(1986)-  39 06 45.     (N)    100 57 17.     (W)     SCALED    
 KH0174* NAVD 88     -       947.944  (meters)    3110.05   (feet)  ADJUSTED  
 KH0174  ___________________________________________________________________
 KH0174  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KH0174  DYNAMIC HT  -         947.187 (meters)    3107.56  (feet)  COMP
 KH0174  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 KH0174
 KH0174  VERT ORDER  -  FIRST     CLASS II
 KH0174
 KH0174.The horizontal coordinates were scaled from a topographic map and have
 KH0174.an estimated accuracy of +/- 6 seconds.
 KH0174
 KH0174.The orthometric height was determined by differential leveling
 KH0174.and adjusted by the National Geodetic Survey in June 1991..
 KH0174
 KH0174.The geoid height was determined by GEOID03.
 KH0174
 KH0174.The dynamic height is computed by dividing the NAVD 88
 KH0174.geopotential number by the normal gravity value computed on the
 KH0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0174.degrees latitude (g = 980.6199 gals.).
 KH0174
 KH0174.The modeled gravity was interpolated from observed gravity values.
 KH0174
 KH0174;                    North         East    Units  Estimated Accuracy
 KH0174;SPC KS N     -    90,670.      144,500.      MT  (+/- 180 meters Scaled)
 KH0174
 KH0174                          SUPERSEDED SURVEY CONTROL
 KH0174
 KH0174  NGVD 29 (??/??/92)  947.600  (m)         3108.92   (f) ADJ UNCH    1 2
 KH0174
 KH0174.Superseded values are not recommended for survey control.
 KH0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0174.See file dsdata.txt to determine how the superseded data were derived.
 KH0174
 KH0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ309310(NAD 83)
 KH0174_MARKER: DR = REFERENCE MARK DISK
 KH0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0174_STAMPING: PACIFIC NO 1 1951
 KH0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0174+STABILITY: SURFACE MOTION
 KH0174
 KH0174  HISTORY     - Date     Condition        Report By
 KH0174  HISTORY     - 1951     MONUMENTED       CGS
 KH0174  HISTORY     - 1952     GOOD             NGS
 KH0174
 KH0174                          STATION DESCRIPTION
 KH0174
 KH0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0174'3.2 MI E FROM MONUMENT.
 KH0174'3.25 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0174'AT MONUMENT, 0.15 MILE SOUTHWEST OF A RAILROAD TRESTLE, 58.8
 KH0174'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40, 56.0 FEET
 KH0174'WEST OF TRIANGULATION STATION PACIFIC 1951, 0.8 FOOT NORTH OF A
 KH0174'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 KH0174'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0172 ***********************************************************************
 KH0172  DESIGNATION -  PACIFIC RM 2
 KH0172  PID         -  KH0172
 KH0172  STATE/COUNTY-  KS/LOGAN
 KH0172  USGS QUAD   -  OAKLEY SW (1979)
 KH0172
 KH0172                         *CURRENT SURVEY CONTROL
 KH0172  ___________________________________________________________________
 KH0172* NAD 83(1986)-  39 06 45.     (N)    100 57 17.     (W)     SCALED    
 KH0172* NAVD 88     -       948.005  (meters)    3110.25   (feet)  ADJUSTED  
 KH0172  ___________________________________________________________________
 KH0172  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 KH0172  DYNAMIC HT  -         947.248 (meters)    3107.76  (feet)  COMP
 KH0172  MODELED GRAV-     979,796.4   (mgal)                       NAVD 88
 KH0172
 KH0172  VERT ORDER  -  FIRST     CLASS II
 KH0172
 KH0172.The horizontal coordinates were scaled from a topographic map and have
 KH0172.an estimated accuracy of +/- 6 seconds.
 KH0172
 KH0172.The orthometric height was determined by differential leveling
 KH0172.and adjusted by the National Geodetic Survey in June 1991..
 KH0172
 KH0172.The geoid height was determined by GEOID03.
 KH0172
 KH0172.The dynamic height is computed by dividing the NAVD 88
 KH0172.geopotential number by the normal gravity value computed on the
 KH0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0172.degrees latitude (g = 980.6199 gals.).
 KH0172
 KH0172.The modeled gravity was interpolated from observed gravity values.
 KH0172
 KH0172;                    North         East    Units  Estimated Accuracy
 KH0172;SPC KS N     -    90,670.      144,500.      MT  (+/- 180 meters Scaled)
 KH0172
 KH0172                          SUPERSEDED SURVEY CONTROL
 KH0172
 KH0172  NGVD 29 (??/??/92)  947.660  (m)         3109.11   (f) ADJ UNCH    1 2
 KH0172
 KH0172.Superseded values are not recommended for survey control.
 KH0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0172.See file dsdata.txt to determine how the superseded data were derived.
 KH0172
 KH0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ309310(NAD 83)
 KH0172_MARKER: DR = REFERENCE MARK DISK
 KH0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0172_STAMPING: PACIFIC NO 2 1951
 KH0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0172+STABILITY: SURFACE MOTION
 KH0172
 KH0172  HISTORY     - Date     Condition        Report By
 KH0172  HISTORY     - 1951     MONUMENTED       CGS
 KH0172  HISTORY     - 1952     GOOD             NGS
 KH0172
 KH0172                          STATION DESCRIPTION
 KH0172
 KH0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0172'3.2 MI E FROM MONUMENT.
 KH0172'3.25 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0172'AT MONUMENT, 0.15 MILE WEST OF A RAILROAD TRESTLE, 121 FEET
 KH0172'SOUTH OF THE SOUTH RAIL, 42.6 FEET NORTH OF THE CENTER LINE
 KH0172'OF U.S. HIGHWAY 40, 103.5 FEET NORTH OF TRIANGULATION STATION
 KH0172'PACIFIC 1951, 8 FEET NORTH OF A FENCE, 7.3 FEET NORTH OF A WITNESS
 KH0172'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 KH0172'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0289 ***********************************************************************
 HF0289  DESIGNATION -  PAD
 HF0289  PID         -  HF0289
 HF0289  STATE/COUNTY-  KS/BUTLER
 HF0289  USGS QUAD   -  LEON (1979)
 HF0289
 HF0289                         *CURRENT SURVEY CONTROL
 HF0289  ___________________________________________________________________
 HF0289* NAD 83(1997)-  37 42 01.51105(N)    096 51 01.12876(W)     ADJUSTED  
 HF0289* NAVD 88     -       413.457  (meters)    1356.48   (feet)  ADJUSTED  
 HF0289  ___________________________________________________________________
 HF0289  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 HF0289  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HF0289  DYNAMIC HT  -         413.133 (meters)    1355.42  (feet)  COMP
 HF0289  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 HF0289
 HF0289  HORZ ORDER  -  SECOND
 HF0289  VERT ORDER  -  SECOND    CLASS 0
 HF0289
 HF0289.The horizontal coordinates were established by classical geodetic methods
 HF0289.and adjusted by the National Geodetic Survey in October 1998..
 HF0289
 HF0289.The orthometric height was determined by differential leveling
 HF0289.and adjusted by the National Geodetic Survey in June 1991..
 HF0289
 HF0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0289
 HF0289.The geoid height was determined by GEOID03.
 HF0289
 HF0289.The dynamic height is computed by dividing the NAVD 88
 HF0289.geopotential number by the normal gravity value computed on the
 HF0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0289.degrees latitude (g = 980.6199 gals.).
 HF0289
 HF0289.The modeled gravity was interpolated from observed gravity values.
 HF0289
 HF0289;                    North         East     Units Scale Factor Converg.
 HF0289;SPC KS S     -   516,017.544   545,467.603   MT  0.99994307   +1 00 49.6
 HF0289;UTM  14      - 4,174,751.506   689,513.243   MT  1.00004239   +1 18 54.0
 HF0289
 HF0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0289!SPC KS S     -   0.99993971  x   0.99994307  =   0.99988279
 HF0289!UTM  14      -   0.99993971  x   1.00004239  =   0.99998210
 HF0289
 HF0289:                Primary Azimuth Mark                     Grid Az
 HF0289:SPC KS S     -  LEON MUNICIPAL TANK                      102 38 10.1
 HF0289:UTM  14      -  LEON MUNICIPAL TANK                      102 20 05.7
 HF0289
 HF0289|---------------------------------------------------------------------|
 HF0289| PID    Reference Object                     Distance      Geod. Az  |
 HF0289|                                                           dddmmss.s |
 HF0289| HF1173 LEON MUNICIPAL TANK                 APPROX. 6.1 KM 1033859.7 |
 HF0289| HF0290 PAD RM 1                             40.412 METERS 11228     |
 HF0289| HF0288 PAD RM 2                             36.273 METERS 17604     |
 HF0289| HF1172 MORRIS AZ MK                        APPROX. 0.7 KM 1861605.6 |
 HF0289|---------------------------------------------------------------------|
 HF0289
 HF0289                          SUPERSEDED SURVEY CONTROL
 HF0289
 HF0289  NAD 83(1997)-  37 42 01.51786(N)    096 51 01.11711(W) AD(       ) 2
 HF0289  NAD 83(1986)-  37 42 01.52522(N)    096 51 01.12087(W) AD(       ) 2
 HF0289  NAD 27      -  37 42 01.45645(N)    096 51 00.00912(W) AD(       ) 2
 HF0289  NGVD 29 (??/??/92)  413.321  (m)         1356.04   (f) ADJ UNCH    2 0
 HF0289
 HF0289.Superseded values are not recommended for survey control.
 HF0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0289.See file dsdata.txt to determine how the superseded data were derived.
 HF0289
 HF0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8951374752(NAD 83)
 HF0289_MARKER: DS = TRIANGULATION STATION DISK
 HF0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0289_STAMPING: PAD 1962
 HF0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0289+STABILITY: SURFACE MOTION
 HF0289
 HF0289  HISTORY     - Date     Condition        Report By
 HF0289  HISTORY     - 1962     MONUMENTED       CGS
 HF0289  HISTORY     - 1962     GOOD             CGS
 HF0289  HISTORY     - 19910205 GOOD             USPSQD
 HF0289
 HF0289                          STATION DESCRIPTION
 HF0289
 HF0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0289'THE STATION IS ON A LOW GRASSY HILL ABOUT 8 MILES SOUTH OF
 HF0289'ELDORADO, 7 MILES EAST OF AUGUSTA, 4 MILES WEST AND 1 MILE
 HF0289'NORTH OF LEON, 1-1/2 MILES NORTH OF THE SMALL SETTLEMENT OF
 HF0289'PICKRELL CORNER, 1/2 MILE WEST OF U.S. HIGHWAYS 54 AND 77,
 HF0289'AND ON PROPERTY OWNED BY MR. J.E. MORRIS OF THE REX AND MORRIS
 HF0289'DRILLING COMPANY OF ELDORADO.
 HF0289'
 HF0289'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND
 HF0289'77 AND STATE HIGHWAY 96 IN THE SMALL SETTLEMENT OF PICKRELL
 HF0289'CORNER, GO NORTH ON HIGHWAYS 54 AND 77 FOR 1.5 MILES TO AN
 HF0289'EAST-WEST HALF-SECTION FENCE ON THE LEFT AND END OF TRUCK
 HF0289'TRAVEL.  PACK WEST THROUGH A FIELD ALONG THE FENCE FOR 0.35
 HF0289'MILE TO THE TOP OF A SMALL RIDGE AND THE STATION 302 FEET
 HF0289'SOUTH OF THE FENCE.
 HF0289'
 HF0289'THE STATION MARKS ARE STANDARD DISKS STAMPED PAD 1962.  THE
 HF0289'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HF0289'SURFACE OF THE GROUND.  IT IS 302 FEET SOUTH OF A BARBED-WIRE
 HF0289'FENCE AND 77 FEET NORTHWEST OF A FENCE CORNER.  THE UNDERGROUND
 HF0289'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 HF0289'THE SURFACE OF THE GROUND.
 HF0289'
 HF0289'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PAD NO 1 1962,
 HF0289'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HF0289'GROUND.  IT IS 19.5 FEET NORTH OF A FENCE AND 94 FEET NORTHEAST
 HF0289'OF THE FENCE CORNER.
 HF0289'
 HF0289'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PAD NO 2 1962,
 HF0289'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HF0289'GROUND.  IT IS 53 FEET SOUTHWEST OF THE FENCE CORNER AND 23
 HF0289'FEET WEST OF THE FENCE.
 HF0289'
 HF0289'AZIMUTH MARK, A STANDARD DISK STAMPED MORRIS 1962, IS SET
 HF0289'IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HF0289'27 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 6.5 FEET
 HF0289'WEST OF A 36-INCH TREE, 4 FEET EAST OF A METAL WITNESS POST AND
 HF0289'1 FOOT NORTH OF A FENCE.
 HF0289'
 HF0289'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.35
 HF0289'MILE TO HIGHWAYS 77 AND 54.  PROCEED, SOUTH, ON HIGHWAYS 54
 HF0289'AND 77 FOR 0.5 MILE TO A CROSSROAD.  TURN RIGHT, WEST, ON
 HF0289'A GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT,
 HF0289'NEAR A 36-INCH TREE.
 HF0289'
 HF0289'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 HF0289
 HF0289                          STATION RECOVERY (1962)
 HF0289
 HF0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0289'5.1 MI NW FROM LEON.
 HF0289'3.9 MILES WEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0289'FROM THE STATION AT LEON, THENCE 0.85 MILE NORTH ALONG U.S.
 HF0289'54 AND 77 HIGHWAYS, THENCE 0.35 MILE WEST ALONG FENCELINE,
 HF0289'132.6 FEET NORTHWEST R.M. 1, 119 FEET NORTH OF R.M. 2, 77 FEET
 HF0289'NORTHWEST OF A FENCE CORNER, SET IN TOP OF A SQUARE CONCRETE
 HF0289'POST FLUSH WITH THE GROUND.
 HF0289
 HF0289                          STATION RECOVERY (1991)
 HF0289
 HF0289'RECOVERY NOTE BY US POWER SQUADRON 1991 (RC)
 HF0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0290 ***********************************************************************
 HF0290  DESIGNATION -  PAD RM 1
 HF0290  PID         -  HF0290
 HF0290  STATE/COUNTY-  KS/BUTLER
 HF0290  USGS QUAD   -  LEON (1979)
 HF0290
 HF0290                         *CURRENT SURVEY CONTROL
 HF0290  ___________________________________________________________________
 HF0290* NAD 83(1986)-  37 42 01.     (N)    096 51 01.     (W)     SCALED    
 HF0290* NAVD 88     -       413.691  (meters)    1357.25   (feet)  ADJUSTED  
 HF0290  ___________________________________________________________________
 HF0290  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HF0290  DYNAMIC HT  -         413.367 (meters)    1356.19  (feet)  COMP
 HF0290  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 HF0290
 HF0290  VERT ORDER  -  SECOND    CLASS 0
 HF0290
 HF0290.The horizontal coordinates were scaled from a topographic map and have
 HF0290.an estimated accuracy of +/- 6 seconds.
 HF0290
 HF0290.The orthometric height was determined by differential leveling
 HF0290.and adjusted by the National Geodetic Survey in June 1991..
 HF0290
 HF0290.The geoid height was determined by GEOID03.
 HF0290
 HF0290.The dynamic height is computed by dividing the NAVD 88
 HF0290.geopotential number by the normal gravity value computed on the
 HF0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0290.degrees latitude (g = 980.6199 gals.).
 HF0290
 HF0290.The modeled gravity was interpolated from observed gravity values.
 HF0290
 HF0290;                    North         East    Units  Estimated Accuracy
 HF0290;SPC KS S     -   516,000.      545,470.      MT  (+/- 180 meters Scaled)
 HF0290
 HF0290                          SUPERSEDED SURVEY CONTROL
 HF0290
 HF0290  NGVD 29 (??/??/92)  413.555  (m)         1356.81   (f) ADJ UNCH    2 0
 HF0290
 HF0290.Superseded values are not recommended for survey control.
 HF0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0290.See file dsdata.txt to determine how the superseded data were derived.
 HF0290
 HF0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG895747(NAD 83)
 HF0290_MARKER: DR = REFERENCE MARK DISK
 HF0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0290_STAMPING: PAD NO 1 1962
 HF0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0290+STABILITY: SURFACE MOTION
 HF0290
 HF0290  HISTORY     - Date     Condition        Report By
 HF0290  HISTORY     - 1962     MONUMENTED       CGS
 HF0290
 HF0290                          STATION DESCRIPTION
 HF0290
 HF0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0290'5.1 MI NW FROM LEON.
 HF0290'3.9 MILES WEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0290'FROM THE STATION AT LEON, THENCE 0.85 MILE NORTH ALONG U.S.
 HF0290'54 AND 77 HIGHWAYS, THENCE 0.35 MILE WEST ALONG A FENCELINE,
 HF0290'132.6 FEET SOUTHEAST OF PAD 1962, 94 FEET NORTHEAST OF A FENCE
 HF0290'CORNER, 19.5 FEET NORTH OF A FENCE, SET IN TOP OF A SQUARE
 HF0290'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0288 ***********************************************************************
 HF0288  DESIGNATION -  PAD RM 2
 HF0288  PID         -  HF0288
 HF0288  STATE/COUNTY-  KS/BUTLER
 HF0288  USGS QUAD   -  LEON (1979)
 HF0288
 HF0288                         *CURRENT SURVEY CONTROL
 HF0288  ___________________________________________________________________
 HF0288* NAD 83(1986)-  37 42 01.     (N)    096 51 01.     (W)     SCALED    
 HF0288* NAVD 88     -       412.998  (meters)    1354.98   (feet)  ADJUSTED  
 HF0288  ___________________________________________________________________
 HF0288  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 HF0288  DYNAMIC HT  -         412.675 (meters)    1353.92  (feet)  COMP
 HF0288  MODELED GRAV-     979,834.4   (mgal)                       NAVD 88
 HF0288
 HF0288  VERT ORDER  -  SECOND    CLASS 0
 HF0288
 HF0288.The horizontal coordinates were scaled from a topographic map and have
 HF0288.an estimated accuracy of +/- 6 seconds.
 HF0288
 HF0288.The orthometric height was determined by differential leveling
 HF0288.and adjusted by the National Geodetic Survey in June 1991..
 HF0288
 HF0288.The geoid height was determined by GEOID03.
 HF0288
 HF0288.The dynamic height is computed by dividing the NAVD 88
 HF0288.geopotential number by the normal gravity value computed on the
 HF0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0288.degrees latitude (g = 980.6199 gals.).
 HF0288
 HF0288.The modeled gravity was interpolated from observed gravity values.
 HF0288
 HF0288;                    North         East    Units  Estimated Accuracy
 HF0288;SPC KS S     -   516,000.      545,470.      MT  (+/- 180 meters Scaled)
 HF0288
 HF0288                          SUPERSEDED SURVEY CONTROL
 HF0288
 HF0288  NGVD 29 (??/??/92)  412.862  (m)         1354.53   (f) ADJ UNCH    2 0
 HF0288
 HF0288.Superseded values are not recommended for survey control.
 HF0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0288.See file dsdata.txt to determine how the superseded data were derived.
 HF0288
 HF0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG895747(NAD 83)
 HF0288_MARKER: DR = REFERENCE MARK DISK
 HF0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0288_STAMPING: PAD NO 2 1962
 HF0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0288+STABILITY: SURFACE MOTION
 HF0288
 HF0288  HISTORY     - Date     Condition        Report By
 HF0288  HISTORY     - 1962     MONUMENTED       CGS
 HF0288
 HF0288                          STATION DESCRIPTION
 HF0288
 HF0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0288'5.1 MI NW FROM LEON.
 HF0288'3.9 MILES WEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0288'FROM THE STATION AT LEON, THENCE 0.85 MILE NORTH ALONG U.S. 54
 HF0288'AND 77 HIGHWAYS, THENCE 0.35 MILE WEST ALONG A FENCELINE, 119
 HF0288'FEET SOUTH OF PAD 1962, 53 FEET SOUTHWEST OF A FENCE CORNER,
 HF0288'SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0347 ***********************************************************************
 KH0347  DESIGNATION -  PAGE
 KH0347  PID         -  KH0347
 KH0347  STATE/COUNTY-  KS/LOGAN
 KH0347  USGS QUAD   -  WINONA (1972)
 KH0347
 KH0347                         *CURRENT SURVEY CONTROL
 KH0347  ___________________________________________________________________
 KH0347* NAD 83(1997)-  39 05 14.92256(N)    101 09 09.50560(W)     ADJUSTED  
 KH0347* NAVD 88     -       986.544  (meters)    3236.69   (feet)  ADJUSTED  
 KH0347  ___________________________________________________________________
 KH0347  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 KH0347  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0347  DYNAMIC HT  -         985.738 (meters)    3234.04  (feet)  COMP
 KH0347  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 KH0347
 KH0347  HORZ ORDER  -  THIRD
 KH0347  VERT ORDER  -  FIRST     CLASS II
 KH0347
 KH0347.The horizontal coordinates were established by classical geodetic methods
 KH0347.and adjusted by the National Geodetic Survey in October 1998..
 KH0347
 KH0347.The orthometric height was determined by differential leveling
 KH0347.and adjusted by the National Geodetic Survey in June 1991..
 KH0347
 KH0347.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0347
 KH0347.The geoid height was determined by GEOID03.
 KH0347
 KH0347.The dynamic height is computed by dividing the NAVD 88
 KH0347.geopotential number by the normal gravity value computed on the
 KH0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0347.degrees latitude (g = 980.6199 gals.).
 KH0347
 KH0347.The modeled gravity was interpolated from observed gravity values.
 KH0347
 KH0347;                    North         East     Units Scale Factor Converg.
 KH0347;SPC KS N     -    88,465.733   127,300.464   MT  0.99996089   -1 59 41.0
 KH0347;UTM  14      - 4,328,689.983   313,819.758   MT  1.00002683   -1 21 27.5
 KH0347
 KH0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0347!SPC KS N     -   0.99984907  x   0.99996089  =   0.99980996
 KH0347!UTM  14      -   0.99984907  x   1.00002683  =   0.99987589
 KH0347
 KH0347:                Primary Azimuth Mark                     Grid Az
 KH0347:SPC KS N     -  PAGE AZ MK                               077 03 44.9
 KH0347:UTM  14      -  PAGE AZ MK                               076 25 31.4
 KH0347
 KH0347|---------------------------------------------------------------------|
 KH0347| PID    Reference Object                     Distance      Geod. Az  |
 KH0347|                                                           dddmmss.s |
 KH0347| KH0343 PAGE AZ MK                                         0750403.9 |
 KH0347| KH0345 PAGE RM 2                            13.122 METERS 07619     |
 KH0347| KH0656 WINONA MUNICIPAL TANK               APPROX. 8.4 KM 2492543.7 |
 KH0347| KH0346 PAGE RM 1                            27.830 METERS 35221     |
 KH0347|---------------------------------------------------------------------|
 KH0347
 KH0347                          SUPERSEDED SURVEY CONTROL
 KH0347
 KH0347  NAD 83(1986)-  39 05 14.92443(N)    101 09 09.50828(W) AD(       ) 3
 KH0347  NAD 27      -  39 05 14.89600(N)    101 09 07.94600(W) AD(       ) 3
 KH0347  NGVD 29 (??/??/92)  986.170  (m)         3235.46   (f) ADJ UNCH    1 2
 KH0347
 KH0347.Superseded values are not recommended for survey control.
 KH0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0347.See file dsdata.txt to determine how the superseded data were derived.
 KH0347
 KH0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ1382028690(NAD 83)
 KH0347_MARKER: DS = TRIANGULATION STATION DISK
 KH0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0347_STAMPING: PAGE 1951
 KH0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0347+STABILITY: SURFACE MOTION
 KH0347
 KH0347  HISTORY     - Date     Condition        Report By
 KH0347  HISTORY     - 1951     MONUMENTED       CGS
 KH0347  HISTORY     - 1952     GOOD             CGS
 KH0347  HISTORY     - 1952     GOOD             NGS
 KH0347  HISTORY     - 1971     SEE DESCRIPTION  USGS
 KH0347
 KH0347                          STATION DESCRIPTION
 KH0347
 KH0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0347'THE STATION IS LOCATED IN THE WEST EDGE OF PAGE CITY, 191 FEET
 KH0347'SOUTH OF THE CEMENT GRAIN ELEVATOR, 50 FEET SOUTH OF THE CENTER
 KH0347'OF U.S. HIGHWAY 40, 9 FEET EAST OF FENCE CORNER, AND 6 FEET
 KH0347'EAST OF WITNESS POST.  IT PROJECTS 6 INCHES AND IS STAMPED
 KH0347'PAGE 1951.
 KH0347'
 KH0347'REFERENCE MARK NO. 1 IS 100 FEET SOUTH OF THE CEMENT GRAIN
 KH0347'ELEVATOR, 60 FEET SOUTH SOUTHWEST OF A POWER LINE POLE, AND
 KH0347'39 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 40.  IT IS FLUSH
 KH0347'WITH THE GROUND AND IS STAMPED PAGE NO 1 1951.
 KH0347'
 KH0347'REFERENCE MARK NO. 2 IS 50 FEET SOUTH OF THE CENTER OF U.S.
 KH0347'HIGHWAY 40.  IT PROJECTS 4 INCHES AND IS STAMPED PAGE NO 2 1951.
 KH0347'
 KH0347'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 96.80 FEET.
 KH0347'
 KH0347'THE AZIMUTH MARK IS 86 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 KH0347'40, 66 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACKS,
 KH0347'1 FOOT WEST OF WITNESS POST, AND IS SET IN AN EAST-WEST FENCE
 KH0347'LINE.  IT PROJECTS 4 INCHES AND IS STAMPED PAGE 1951.
 KH0347'
 KH0347'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S.
 KH0347'HIGHWAY 40 FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 KH0347'DESCRIBED.
 KH0347
 KH0347                          STATION RECOVERY (1952)
 KH0347
 KH0347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KH0347'0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0347'RAILROAD STATION AT PAGE CITY, 193 FEET SOUTHEAST OF THE SOUTH
 KH0347'ENTRANCE TO A CONCRETE GRAIN ELEVATOR, 29.6 FEET SOUTH OF THE
 KH0347'CENTER LINE OF THE HIGHWAY, 5.7 FEET EAST OF A WITNESS POST,
 KH0347'0.4 FOOT NORTH OF A FENCE, A TRIANGULATION STATION DISK SET IN
 KH0347'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 KH0347'GROUND, STAMPED PAGE 1951.
 KH0347'
 KH0347'PAGE R.M. 1 IS 91.1 FEET NORTH OF TRIANGULATION STATION PAGE
 KH0347'1951, 109.6 FEET SOUTHEAST OF THE SOUTH ENTRANCE TO A CONCRETE
 KH0347'GRAIN ELEVATOR, 41.7 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KH0347'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 KH0347'PROJECTS 0.1 FOOT ABOVE THE GROUND, STAMPED PAGE NO 1 1951.
 KH0347'
 KH0347'PAGE R.M. 2 IS 43.3 FEET EAST OF TRIANGULATION STATION PAGE
 KH0347'1951, 48.4 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KH0347'21.6 FEET EAST OF A TELEPHONE POLE, 1.7 FEET NORTH OF A FENCE,
 KH0347'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 KH0347'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED PAGE NO 2 1951.
 KH0347'
 KH0347'PAGE 1951 AZIMUTH IS 0.75 MILE EAST OF TRIANGULATION STATION
 KH0347'PAGE 1951, 94 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40,
 KH0347'70.9 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD,
 KH0347'0.2 FOOT SOUTH OF A FENCE, 1.6 FEET WEST OF A WITNESS POST, 4
 KH0347'POLES EAST OF MILEPOST 393, AN AZIMUTH MARK DISK SET IN THE TOP
 KH0347'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 KH0347'STAMPED PAGE 1951.
 KH0347
 KH0347                          STATION RECOVERY (1952)
 KH0347
 KH0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KH0347'0.1 MI SW FROM PAGE CITY.
 KH0347'0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0347'RAILROAD STATION AT PAGE CITY, 193 FEET SOUTHEAST OF THE SOUTH
 KH0347'ENTRANCE TO A CONCRETE GRAIN ELEVATOR, 29.6 FEET SOUTH OF THE
 KH0347'CENTER LINE OF THE HIGHWAY, 5.7 FEET EAST OF A WITNESS POST, 0.4
 KH0347'FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 KH0347'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 KH0347
 KH0347                          STATION RECOVERY (1971)
 KH0347
 KH0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DEM)
 KH0347'R.M. 1--STATION WAS SEARCHED FOR, BUT COULD NOT BE FOUND.  VERY
 KH0347'POSSIBLE THAT STATION WAS DESTROYED WHEN GRAIN ELEVATOR WAS
 KH0347'BUILT.
 KH0347'
 KH0347'R.M. 2--STATION WAS FOUND DISTURBED.  CAP CAN BE PULLED OFF.
 KH0347'SHOULD NOT BE USED FOR 3RD ORDER LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0343 ***********************************************************************
 KH0343  DESIGNATION -  PAGE AZ MK
 KH0343  PID         -  KH0343
 KH0343  STATE/COUNTY-  KS/LOGAN
 KH0343  USGS QUAD   -  WINONA (1972)
 KH0343
 KH0343                         *CURRENT SURVEY CONTROL
 KH0343  ___________________________________________________________________
 KH0343* NAD 83(1986)-  39 05 26.     (N)    101 08 18.     (W)     SCALED    
 KH0343* NAVD 88     -       986.443  (meters)    3236.36   (feet)  ADJUSTED  
 KH0343  ___________________________________________________________________
 KH0343  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0343  DYNAMIC HT  -         985.639 (meters)    3233.72  (feet)  COMP
 KH0343  MODELED GRAV-     979,778.5   (mgal)                       NAVD 88
 KH0343
 KH0343  VERT ORDER  -  FIRST     CLASS II
 KH0343
 KH0343.The horizontal coordinates were scaled from a topographic map and have
 KH0343.an estimated accuracy of +/- 6 seconds.
 KH0343
 KH0343.The orthometric height was determined by differential leveling
 KH0343.and adjusted by the National Geodetic Survey in June 1991..
 KH0343
 KH0343.The geoid height was determined by GEOID03.
 KH0343
 KH0343.The dynamic height is computed by dividing the NAVD 88
 KH0343.geopotential number by the normal gravity value computed on the
 KH0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0343.degrees latitude (g = 980.6199 gals.).
 KH0343
 KH0343.The modeled gravity was interpolated from observed gravity values.
 KH0343
 KH0343;                    North         East    Units  Estimated Accuracy
 KH0343;SPC KS N     -    88,760.      128,550.      MT  (+/- 180 meters Scaled)
 KH0343
 KH0343                          SUPERSEDED SURVEY CONTROL
 KH0343
 KH0343  NGVD 29 (??/??/92)  986.070  (m)         3235.13   (f) ADJ UNCH    1 2
 KH0343
 KH0343.Superseded values are not recommended for survey control.
 KH0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0343.See file dsdata.txt to determine how the superseded data were derived.
 KH0343
 KH0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ150290(NAD 83)
 KH0343_MARKER: DZ = AZIMUTH MARK DISK
 KH0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0343_STAMPING: PAGE 1951
 KH0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0343+STABILITY: SURFACE MOTION
 KH0343
 KH0343  HISTORY     - Date     Condition        Report By
 KH0343  HISTORY     - 1951     MONUMENTED       CGS
 KH0343  HISTORY     - 1952     GOOD             NGS
 KH0343
 KH0343                          STATION DESCRIPTION
 KH0343
 KH0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0343'0.6 MI W FROM PAGE CITY.
 KH0343'0.65 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0343'AT PAGE CITY, 94 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40,
 KH0343'70.9 FEET SOUTH OF THE SOUTH RAIL, 0.2 FOOT SOUTH OF A FENCE,
 KH0343'1.6 FEET WEST OF A WITNESS POST, 0.75 MILE EAST OF TRIANGULATION
 KH0343'STATION PAGE 1951, SET IN THE TOP OF A CONCRETE POST WHICH
 KH0343'PROJECTS 0.2 FOOT ABOVE THE GROUND.  4 POLES EAST OF MILEPOST 393.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0655 ***********************************************************************
 KH0655  DESIGNATION -  PAGE CITY FARMERS COOP ELEV
 KH0655  PID         -  KH0655
 KH0655  STATE/COUNTY-  KS/LOGAN
 KH0655  USGS QUAD   -  WINONA (1972)
 KH0655
 KH0655                         *CURRENT SURVEY CONTROL
 KH0655  ___________________________________________________________________
 KH0655* NAD 83(1997)-  39 05 16.94063(N)    101 09 10.39172(W)     ADJUSTED  
 KH0655* NAVD 88     -                                                        
 KH0655  ___________________________________________________________________
 KH0655  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 KH0655  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0655
 KH0655  HORZ ORDER  -  THIRD
 KH0655
 KH0655.The horizontal coordinates were established by classical geodetic methods
 KH0655.and adjusted by the National Geodetic Survey in October 1998..
 KH0655
 KH0655
 KH0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0655
 KH0655.The geoid height was determined by GEOID03.
 KH0655
 KH0655;                    North         East     Units Scale Factor Converg.
 KH0655;SPC KS N     -    88,528.667   127,281.348   MT  0.99996086   -1 59 41.6
 KH0655;UTM  14      - 4,328,752.706   313,799.942   MT  1.00002692   -1 21 28.1
 KH0655
 KH0655                          SUPERSEDED SURVEY CONTROL
 KH0655
 KH0655  NAD 83(1986)-  39 05 16.94262(N)    101 09 10.39423(W) AD(       ) 4
 KH0655  NAD 27      -  39 05 16.92300(N)    101 09 08.82600(W) AD(       ) 3
 KH0655
 KH0655.Superseded values are not recommended for survey control.
 KH0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0655.See file dsdata.txt to determine how the superseded data were derived.
 KH0655
 KH0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ1380028753(NAD 83)
 KH0655_MARKER: 65 = GRAIN ELEVATOR
 KH0655
 KH0655  HISTORY     - Date     Condition        Report By
 KH0655  HISTORY     - 1951     FIRST OBSERVED   CGS
 KH0655
 KH0655                          STATION DESCRIPTION
 KH0655
 KH0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0655'THE STATION IS A REINFORCED CONCRETE STRUCTURE COMPOSED OF FOUR
 KH0655'CIRCULAR GRAIN STORAGE TANKS WITH CONNECTING WALLS BETWEEN.
 KH0655'IT IS 48 FEET SQUARE, HAS AN OVER-ALL HEIGHT OF 132 FEET AND
 KH0655'HAS A FLAT ROOF.  IT IS LOCATED AT THE SOUTHWEST EDGE OF PAGE
 KH0655'CITY JUST SOUTH OF THE UNION PACIFIC RAILROAD TRACKS AND IS
 KH0655'OWNED BY THE FARMERS UNION CO-OPERATIVE ASSOCIATION.
 KH0655'
 KH0655'THE POINT OBSERVED UPON WAS THE CENTER OF THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0346 ***********************************************************************
 KH0346  DESIGNATION -  PAGE RM 1
 KH0346  PID         -  KH0346
 KH0346  STATE/COUNTY-  KS/LOGAN
 KH0346  USGS QUAD   -  WINONA (1972)
 KH0346
 KH0346                         *CURRENT SURVEY CONTROL
 KH0346  ___________________________________________________________________
 KH0346* NAD 83(1986)-  39 05 14.     (N)    101 09 09.     (W)     SCALED    
 KH0346* NAVD 88     -       986.390  (meters)    3236.18   (feet)  ADJUSTED  
 KH0346  ___________________________________________________________________
 KH0346  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0346  DYNAMIC HT  -         985.584 (meters)    3233.54  (feet)  COMP
 KH0346  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 KH0346
 KH0346  VERT ORDER  -  FIRST     CLASS II
 KH0346
 KH0346.The horizontal coordinates were scaled from a topographic map and have
 KH0346.an estimated accuracy of +/- 6 seconds.
 KH0346
 KH0346.The orthometric height was determined by differential leveling
 KH0346.and adjusted by the National Geodetic Survey in June 1991..
 KH0346
 KH0346.The geoid height was determined by GEOID03.
 KH0346
 KH0346.The dynamic height is computed by dividing the NAVD 88
 KH0346.geopotential number by the normal gravity value computed on the
 KH0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0346.degrees latitude (g = 980.6199 gals.).
 KH0346
 KH0346.The modeled gravity was interpolated from observed gravity values.
 KH0346
 KH0346;                    North         East    Units  Estimated Accuracy
 KH0346;SPC KS N     -    88,440.      127,310.      MT  (+/- 180 meters Scaled)
 KH0346
 KH0346                          SUPERSEDED SURVEY CONTROL
 KH0346
 KH0346  NGVD 29 (??/??/92)  986.016  (m)         3234.95   (f) ADJ UNCH    1 2
 KH0346
 KH0346.Superseded values are not recommended for survey control.
 KH0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0346.See file dsdata.txt to determine how the superseded data were derived.
 KH0346
 KH0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ138286(NAD 83)
 KH0346_MARKER: DR = REFERENCE MARK DISK
 KH0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0346_STAMPING: PAGE NO 1 1951
 KH0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0346+STABILITY: SURFACE MOTION
 KH0346
 KH0346  HISTORY     - Date     Condition        Report By
 KH0346  HISTORY     - 1951     MONUMENTED       CGS
 KH0346  HISTORY     - 1952     GOOD             NGS
 KH0346
 KH0346                          STATION DESCRIPTION
 KH0346
 KH0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0346'0.1 MI SW FROM PAGE CITY.
 KH0346'0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0346'RAILROAD STATION AT PAGE CITY, 109.6 FEET SOUTHEAST OF THE
 KH0346'SOUTH ENTRANCE TO A CONCRETE GRAIN ELEVATOR, 91.1 FEET NORTH OF
 KH0346'TRIANGULATION STATION PAGE 1951, 41.7 FEET NORTH OF THE CENTER
 KH0346'LINE OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH
 KH0346'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0345 ***********************************************************************
 KH0345  DESIGNATION -  PAGE RM 2
 KH0345  PID         -  KH0345
 KH0345  STATE/COUNTY-  KS/LOGAN
 KH0345  USGS QUAD   -  WINONA (1972)
 KH0345
 KH0345                         *CURRENT SURVEY CONTROL
 KH0345  ___________________________________________________________________
 KH0345* NAD 83(1986)-  39 05 14.     (N)    101 09 09.     (W)     SCALED    
 KH0345* NAVD 88     -       986.461  (meters)    3236.41   (feet)  ADJUSTED  
 KH0345  ___________________________________________________________________
 KH0345  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 KH0345  DYNAMIC HT  -         985.655 (meters)    3233.77  (feet)  COMP
 KH0345  MODELED GRAV-     979,776.9   (mgal)                       NAVD 88
 KH0345
 KH0345  VERT ORDER  -  FIRST     CLASS II
 KH0345
 KH0345.The horizontal coordinates were scaled from a topographic map and have
 KH0345.an estimated accuracy of +/- 6 seconds.
 KH0345
 KH0345.The orthometric height was determined by differential leveling
 KH0345.and adjusted by the National Geodetic Survey in June 1991..
 KH0345
 KH0345.The geoid height was determined by GEOID03.
 KH0345
 KH0345.The dynamic height is computed by dividing the NAVD 88
 KH0345.geopotential number by the normal gravity value computed on the
 KH0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0345.degrees latitude (g = 980.6199 gals.).
 KH0345
 KH0345.The modeled gravity was interpolated from observed gravity values.
 KH0345
 KH0345;                    North         East    Units  Estimated Accuracy
 KH0345;SPC KS N     -    88,440.      127,310.      MT  (+/- 180 meters Scaled)
 KH0345
 KH0345                          SUPERSEDED SURVEY CONTROL
 KH0345
 KH0345  NGVD 29 (??/??/92)  986.087  (m)         3235.19   (f) ADJ UNCH    1 2
 KH0345
 KH0345.Superseded values are not recommended for survey control.
 KH0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0345.See file dsdata.txt to determine how the superseded data were derived.
 KH0345
 KH0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ138286(NAD 83)
 KH0345_MARKER: DB = BENCH MARK DISK
 KH0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0345_STAMPING: PAGE NO 2 1951
 KH0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0345+STABILITY: SURFACE MOTION
 KH0345
 KH0345  HISTORY     - Date     Condition        Report By
 KH0345  HISTORY     - 1951     MONUMENTED       CGS
 KH0345  HISTORY     - 1952     GOOD             NGS
 KH0345
 KH0345                          STATION DESCRIPTION
 KH0345
 KH0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0345'0.1 MI SW FROM PAGE CITY.
 KH0345'0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0345'RAILROAD STATION AT PAGE CITY, 48.4 FEET SOUTH OF THE CENTER
 KH0345'LINE OF THE HIGHWAY, 43.3 FEET EAST OF TRIANGULATION STATION
 KH0345'PAGE 1951, 21.6 FEET EAST OF A TELEPHONE POLE, 1.7 FEET NORTH
 KH0345'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KH0345'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0773 ***********************************************************************
 KG0773  DESIGNATION -  PALCO
 KG0773  PID         -  KG0773
 KG0773  STATE/COUNTY-  KS/GRAHAM
 KG0773  USGS QUAD   -  WILD HORSE CREEK (1979)
 KG0773
 KG0773                         *CURRENT SURVEY CONTROL
 KG0773  ___________________________________________________________________
 KG0773* NAD 83(1997)-  39 14 02.92928(N)    099 36 33.56352(W)     ADJUSTED  
 KG0773* NAVD 88     -       707.98   (+/-2cm)    2322.8    (feet)  VERTCON   
 KG0773  ___________________________________________________________________
 KG0773  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 KG0773  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 KG0773
 KG0773  HORZ ORDER  -  SECOND
 KG0773  VERT ORDER  -  THIRD ? (See Below)
 KG0773
 KG0773.The horizontal coordinates were established by classical geodetic methods
 KG0773.and adjusted by the National Geodetic Survey in October 1998..
 KG0773
 KG0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0773.The vertical order pertains to the NGVD 29 superseded value.
 KG0773
 KG0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0773
 KG0773.The geoid height was determined by GEOID03.
 KG0773
 KG0773;                    North         East     Units Scale Factor Converg.
 KG0773;SPC KS N     -   101,235.155   261,064.067   MT  0.99995689   -1 01 05.7
 KG0773;UTM  14      - 4,342,937.520   447,411.775   MT  0.99963405   -0 23 07.4
 KG0773
 KG0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0773!SPC KS N     -   0.99989297  x   0.99995689  =   0.99984986
 KG0773!UTM  14      -   0.99989297  x   0.99963405  =   0.99952706
 KG0773
 KG0773:                Primary Azimuth Mark                     Grid Az
 KG0773:SPC KS N     -  DAMAR ST JOSEPHS CH N CROSS              012 47 47.9
 KG0773:UTM  14      -  DAMAR ST JOSEPHS CH N CROSS              012 09 49.6
 KG0773
 KG0773|---------------------------------------------------------------------|
 KG0773| PID    Reference Object                     Distance      Geod. Az  |
 KG0773|                                                           dddmmss.s |
 KG0773| KG0765 DAMAR ST JOSEPHS CH N CROSS         APPROX. 9.6 KM 0114642.2 |
 KG0773| KG0766 DAMAR MUNICIPAL STANDPIPE           APPROX. 9.6 KM 0122037.2 |
 KG0773| CN9421 PALCO RM 3                           50.222 METERS 02755     |
 KG0773| KG0767 PALCO MUNICIPAL TANK                APPROX. 4.3 KM 0641308.2 |
 KG0773| CN9419 PALCO RM 1                           23.225 METERS 08534     |
 KG0773| KG0772 PALCO K N NATURAL GAS RAD TWR       APPROX. 3.4 KM 0881536.7 |
 KG0773| KG0753 ZURICH ST ANNS CATH CH CROSS        APPROX.15.0 KM 0900411.4 |
 KG0773| CN9418 PALCO AZ MK                                        2721844.6 |
 KG0773| KG0768 BOGUE MUNICIPAL STANDPIPE           APPROX.15.4 KM 3341214.1 |
 KG0773| CN9420 PALCO RM 2                           45.875 METERS 35640     |
 KG0773|---------------------------------------------------------------------|
 KG0773
 KG0773                          SUPERSEDED SURVEY CONTROL
 KG0773
 KG0773  NAD 83(1986)-  39 14 02.93483(N)    099 36 33.56488(W) AD(       ) 2
 KG0773  NAD 27      -  39 14 02.90700(N)    099 36 32.16300(W) AD(       ) 2
 KG0773  NGVD 29 (07/19/86)  707.72   (m)         2321.9    (f) LEVELING    3  
 KG0773
 KG0773.Superseded values are not recommended for survey control.
 KG0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0773.See file dsdata.txt to determine how the superseded data were derived.
 KG0773
 KG0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ4741242938(NAD 83)
 KG0773_MARKER: DS = TRIANGULATION STATION DISK
 KG0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0773
 KG0773  HISTORY     - Date     Condition        Report By
 KG0773  HISTORY     - 1950     MONUMENTED       CGS
 KG0773  HISTORY     - 1969     GOOD             CGS
 KG0773
 KG0773                          STATION DESCRIPTION
 KG0773
 KG0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0773'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF PALCO AND ABOUT
 KG0773'0.25 MILE WEST OF THE GRAHAM-ROOKS COUNTY LINE NEAR THE EAST EDGE
 KG0773'OF A PASTURE.  IT IS 150 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 KG0773'76 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED PALCO
 KG0773'1950 AND SET FLUSH WITH THE GROUND SURFACE.
 KG0773'
 KG0773'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE LINE, 15 FEET
 KG0773'WEST OF THE CENTER OF DRIVEWAY INTO FARMYARD.  IT IS STAMPED
 KG0773'PALCO NO 1 1950 AND PROJECTS 2 INCHES.
 KG0773'
 KG0773'REFERENCE MARK NO. 2 IS IN AN EAST-WEST FENCE LINE, IN THE NORTH
 KG0773'EDGE OF PASTURE, 30 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD
 KG0773'AND 84 FEET WEST OF A FENCE CORNER.  IT IS STAMPED PALCO NO 2
 KG0773'1950 AND PROJECTS 2 INCHES.
 KG0773'
 KG0773'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 167.34 FEET.
 KG0773'
 KG0773'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY IN THE NORTHWEST
 KG0773'ANGLE FORMED BY A CROSSROAD.  IT IS 36 FEET NORTH OF AN EAST-WEST
 KG0773'ROAD, 21 FEET WEST OF A NORTH-SOUTH ROAD, 3 FEET NORTH OF A
 KG0773'FENCE CORNER, 1 FOOT NORTH OF A WITNESS POST AND 1 FOOT EAST OF A
 KG0773'NORTH-SOUTH FENCE LINE.  IT IS STAMPED PALCO 1950 AND PROJECTS
 KG0773'3 INCHES.
 KG0773'
 KG0773'TO REACH THE STATION FROM THE POST OFFICE IN PALCO, GO SOUTH AND
 KG0773'WEST ON MAIN ROAD FOR 0.5 MILE TO A CROSSROAD, TURN LEFT AND GO
 KG0773'SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT AND
 KG0773'GO WEST FOR 2.25 MILES TO A DRIVEWAY LEADING INTO A FARMYARD ON
 KG0773'LEFT.  (CONTINUE WEST FOR 0.8 MILE TO A CROSSROAD AND AZIMUTH MARK IN
 KG0773'NORTHWEST ANGLE AS DESCRIBED.) TURN LEFT INTO DRIVEWAY AND
 KG0773'STATION IS JUST WEST AS DESCRIBED.
 KG0773'
 KG0773'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KG0773
 KG0773                          STATION RECOVERY (1969)
 KG0773
 KG0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0773'STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARKS WERE
 KG0773'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 KG0773'DESTROYED WHEN THE ROAD WAS WIDENED.  THE DIRECTION TO REFERENCE
 KG0773'MARK NO. 1 CHECKED BUT THE DISTANCE FAILED TO CHECK BY PLUS 0.06
 KG0773'FEET.
 KG0773'
 KG0773'REFERENCE MARK NO. 3 WAS SET.
 KG0773'
 KG0773'FOLLOWING IS A NEW DESCRIPTION.
 KG0773'
 KG0773'TO REACH THE STATION FROM THE POST OFFICE IN PALCO, GO SOUTH ON
 KG0773'MAIN STREET FOR 0.3 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 KG0773'WEST ON A SURFACED ROAD FOR 0.3 MILE TO A CROSSROAD.  TURN LEFT
 KG0773'AND GO SOUTH ON A SURFACED ROAD FOR 1.0 MILE TO A CROSSROAD AND A
 KG0773'GAS PLANT IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO WEST ON A
 KG0773'GRAVELED ROAD FOR 2.2 MILES TO A DRIVEWAY, FARM BUILDINGS, AND
 KG0773'THE STATION ON THE LEFT.
 KG0773'
 KG0773'STATION SURFACE MARK, A STANDARD DISK STAMPED PALCO 1950, IS SET
 KG0773'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KG0773'SURFACE OF THE GROUND.  IT IS 180.5 FEET SOUTH OF THE CENTER OF AN
 KG0773'EAST-WEST ROAD, 166 FEET SOUTHWEST OF A CORNER FENCE POST AT THE
 KG0773'NORTHEAST CORNER OF A PASTURE, 148 FEET WEST OF THE NORTHWEST
 KG0773'CORNER OF A ROCK HOUSE, 147.5 FEET SOUTH OF AN EAST-WEST FENCE,
 KG0773'AND 77 FEET WEST OF A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK
 KG0773'WAS NOT INSPECTED.
 KG0773'
 KG0773'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PALCO NO. 1
 KG0773'1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KG0773'1 INCH.  IT IS 110 FEET NORTH OF A T-FENCE POST, 42 FEET WEST OF
 KG0773'THE NORTHWEST CORNER OF THE ROCK HOUSE, 15 FEET WEST OF THE CENTER
 KG0773'OF A DRIVEWAY, AND 0.5 FEET EAST OF A FENCE.
 KG0773'
 KG0773'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PALCO 1950 NO. 3
 KG0773'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KG0773'4 INCHES.  IT IS 36 FEET SOUTH OF THE CENTER OF THE GRAVELED
 KG0773'ROAD, 17 FEET WEST OF THE CENTER OF THE DRIVEWAY, 1.5 FEET SOUTH
 KG0773'OF A CORNER FENCE POST, 1 FOOT SOUTH OF A METAL WITNESS POST, AND
 KG0773'1 FOOT EAST OF A FENCE.
 KG0773'
 KG0773'AZIMUTH MARK, A STANDARD DISK STAMPED PALCO 1950, IS SET IN THE
 KG0773'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 KG0773'36 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 21 FEET WEST
 KG0773'OF THE CENTER OF A NORTH-SOUTH ROAD, 2.5 FEET NORTHEAST OF A
 KG0773'CORNER FENCE POST, AND 1 FOOT EAST OF A METAL WITNESS POST.
 KG0773'
 KG0773'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 KG0773'GRAVELED ROAD FOR 0.8 MILE TO A CROSSROAD AND THE MARK IN THE
 KG0773'NORTHWEST ANGLE.
 KG0773'
 KG0773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2.5 MILES
 KG0773'SOUTHWEST OF PALCO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0772 ***********************************************************************
 KG0772  DESIGNATION -  PALCO K N NATURAL GAS RAD TWR
 KG0772  PID         -  KG0772
 KG0772  STATE/COUNTY-  KS/ROOKS
 KG0772  USGS QUAD   -  WILD HORSE CREEK (1979)
 KG0772
 KG0772                         *CURRENT SURVEY CONTROL
 KG0772  ___________________________________________________________________
 KG0772* NAD 83(1997)-  39 14 06.27817(N)    099 34 10.76499(W)     ADJUSTED  
 KG0772* NAVD 88     -                                                        
 KG0772  ___________________________________________________________________
 KG0772  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 KG0772  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 KG0772
 KG0772  HORZ ORDER  -  THIRD
 KG0772
 KG0772.The horizontal coordinates were established by classical geodetic methods
 KG0772.and adjusted by the National Geodetic Survey in October 1998..
 KG0772
 KG0772
 KG0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0772
 KG0772.The geoid height was determined by GEOID03.
 KG0772
 KG0772;                    North         East     Units Scale Factor Converg.
 KG0772;SPC KS N     -   101,278.302   264,489.973   MT  0.99995689   -0 59 35.3
 KG0772;UTM  14      - 4,343,018.477   450,835.883   MT  0.99962976   -0 21 37.1
 KG0772
 KG0772                          SUPERSEDED SURVEY CONTROL
 KG0772
 KG0772  NAD 83(1986)-  39 14 06.28359(N)    099 34 10.76554(W) AD(       ) 4
 KG0772  NAD 27      -  39 14 06.25400(N)    099 34 09.37300(W) AD(       ) 3
 KG0772
 KG0772.Superseded values are not recommended for survey control.
 KG0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0772.See file dsdata.txt to determine how the superseded data were derived.
 KG0772
 KG0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ5083643018(NAD 83)
 KG0772_MARKER: 43 = RADIO/TV TOWER
 KG0772
 KG0772  HISTORY     - Date     Condition        Report By
 KG0772  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0772  HISTORY     - 1969     SEE DESCRIPTION  USGS
 KG0772
 KG0772                          STATION DESCRIPTION
 KG0772
 KG0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0772'THE STATION IS LOCATED AT THE SITE OF THE KANSAS-NEBRASKA
 KG0772'NATURAL GAS COMPANY INCORPORATED BOOSTER STATION 1.0 MILE SOUTH
 KG0772'OF PALCO.
 KG0772'
 KG0772'IT IS A STEEL STRUCTURE 300.0 FEET HIGH MOUNTED ON A CONCRETE
 KG0772'BASE AND SUPPORTING A 10.0 FOOT ANTENNA.  IT HAS AN OVER-ALL
 KG0772'HEIGHT OF 310.0 FEET, IS PAINTED ALTERNATELY RED AND WHITE
 KG0772'AND HAS A RED FLASHER AT THE TOP OF THE TOWER PROPER.
 KG0772'
 KG0772'THE POINT OBSERVED UPON WAS THE TOP OF THE TOWER PROPER.
 KG0772
 KG0772                          STATION RECOVERY (1969)
 KG0772
 KG0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KG0772'STATION LOST.  TOWER HAS BEEN MOVED ABOUT 6 FEET NORTH AND
 KG0772'3.7 FEET EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0767 ***********************************************************************
 KG0767  DESIGNATION -  PALCO MUNICIPAL TANK
 KG0767  PID         -  KG0767
 KG0767  STATE/COUNTY-  KS/ROOKS
 KG0767  USGS QUAD   -  PALCO (1969)
 KG0767
 KG0767                         *CURRENT SURVEY CONTROL
 KG0767  ___________________________________________________________________
 KG0767* NAD 83(1997)-  39 15 03.99273(N)    099 33 50.88060(W)     ADJUSTED  
 KG0767* NAVD 88     -                                                        
 KG0767  ___________________________________________________________________
 KG0767  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 KG0767  GEOID HEIGHT-         -25.71  (meters)                     GEOID03
 KG0767
 KG0767  HORZ ORDER  -  THIRD
 KG0767
 KG0767.The horizontal coordinates were established by classical geodetic methods
 KG0767.and adjusted by the National Geodetic Survey in October 1998..
 KG0767
 KG0767
 KG0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0767
 KG0767.The geoid height was determined by GEOID03.
 KG0767
 KG0767;                    North         East     Units Scale Factor Converg.
 KG0767;SPC KS N     -   103,049.564   264,997.510   MT  0.99995685   -0 59 22.7
 KG0767;UTM  14      - 4,344,794.654   451,323.667   MT  0.99962917   -0 21 25.0
 KG0767
 KG0767                          SUPERSEDED SURVEY CONTROL
 KG0767
 KG0767  NAD 83(1986)-  39 15 03.99842(N)    099 33 50.88114(W) AD(       ) 4
 KG0767  NAD 27      -  39 15 03.96500(N)    099 33 49.50200(W) AD(       ) 3
 KG0767
 KG0767.Superseded values are not recommended for survey control.
 KG0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0767.See file dsdata.txt to determine how the superseded data were derived.
 KG0767
 KG0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ5132444795(NAD 83)
 KG0767_MARKER: 53 = ELEVATED TANK
 KG0767
 KG0767  HISTORY     - Date     Condition        Report By
 KG0767  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0767
 KG0767                          STATION DESCRIPTION
 KG0767
 KG0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0767'THE STATION IS LOCATED AT THE SOUTH EDGE OF PALCO ABOUT 50 YARDS
 KG0767'SOUTH OF THE SOUTH TRACK OF THE UNION PACIFIC RAILROAD AND
 KG0767'78.0 FEET EAST OF THE CENTER OF A GRAVELED STREET.
 KG0767'
 KG0767'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 KG0767'AND HAS AN OVER-ALL HEIGHT OF 105.0 FEET.  IT HAS A CONICAL
 KG0767'ROOF WITH A BALL AND LIGHT AT THE APEX, IS PAINTED SILVER AND
 KG0767'HAS PALCO PAINTED IN BLACK LETTERS ON THE NORTH SIDE.
 KG0767'
 KG0767'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1374 ***********************************************************************
 JF1374  DESIGNATION -  PANHANDLE E PIPELINE CO MAST
 JF1374  PID         -  JF1374
 JF1374  STATE/COUNTY-  KS/LYON
 JF1374  USGS QUAD   -  OLPE (1973)
 JF1374
 JF1374                         *CURRENT SURVEY CONTROL
 JF1374  ___________________________________________________________________
 JF1374* NAD 83(1997)-  38 17 21.64983(N)    096 13 00.35075(W)     ADJUSTED  
 JF1374* NAVD 88     -                                                        
 JF1374  ___________________________________________________________________
 JF1374  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 JF1374  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 JF1374
 JF1374  HORZ ORDER  -  THIRD
 JF1374
 JF1374.The horizontal coordinates were established by classical geodetic methods
 JF1374.and adjusted by the National Geodetic Survey in October 1998..
 JF1374
 JF1374
 JF1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1374
 JF1374.The geoid height was determined by GEOID03.
 JF1374
 JF1374;                    North         East     Units Scale Factor Converg.
 JF1374;SPC KS S     -   582,541.173   599,723.144   MT  0.99995691   +1 24 11.2
 JF1374;UTM  14      - 4,241,584.536   743,419.874   MT  1.00032979   +1 43 31.6
 JF1374
 JF1374                          SUPERSEDED SURVEY CONTROL
 JF1374
 JF1374  NAD 83(1986)-  38 17 21.65827(N)    096 13 00.35410(W) AD(       ) 4
 JF1374  NAD 27      -  38 17 21.60160(N)    096 12 59.36830(W) AD(       ) 3
 JF1374
 JF1374.Superseded values are not recommended for survey control.
 JF1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1374.See file dsdata.txt to determine how the superseded data were derived.
 JF1374
 JF1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4342041585(NAD 83)
 JF1374_MARKER: 42 = RADIO/TV MAST
 JF1374
 JF1374  HISTORY     - Date     Condition        Report By
 JF1374  HISTORY     - 1956     FIRST OBSERVED   CGS
 JF1374
 JF1374                          STATION DESCRIPTION
 JF1374
 JF1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1374'THE STATION IS THE CENTER OF THE TOP OF THE PANHANDLE EASTERN
 JF1374'PIPE LINE CO. RADIO MAST, LOCATED ABOUT 3-1/4 MILES NORTHWEST OF
 JF1374'OLPE.
 JF1374'
 JF1374'IT IS A UNIFORM CROSS-SECTION GUYED STEEL STRUCTURE 210 FEET
 JF1374'HIGH, PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS A
 JF1374'FLASHING RED LIGHT AT THE TOP.
 JF1374'
 JF1374'TO REACH THE STATION FROM THE RAILROAD DEPOT IN OLPE, GO NORTH
 JF1374'ON STATE HIGHWAY 99 FOR 2.15 MILES TO A CROSSROAD.  TURN LEFT
 JF1374'AND GO WEST ON BLACKTOP ROAD FOR 0.75 MILE TO THE END OF
 JF1374'BLACKTOP.  CONTINUE WEST ON GRAVEL ROAD FOR 1.2 MILES TO THE
 JF1374'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1140 ***********************************************************************
 HF1140  DESIGNATION -  PANTHER
 HF1140  PID         -  HF1140
 HF1140  STATE/COUNTY-  KS/COWLEY
 HF1140  USGS QUAD   -  SILVERDALE (1965)
 HF1140
 HF1140                         *CURRENT SURVEY CONTROL
 HF1140  ___________________________________________________________________
 HF1140* NAD 83(1997)-  37 04 38.61180(N)    096 53 28.70389(W)     ADJUSTED  
 HF1140* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 HF1140  ___________________________________________________________________
 HF1140  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 HF1140  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HF1140
 HF1140  HORZ ORDER  -  FIRST
 HF1140
 HF1140.The horizontal coordinates were established by classical geodetic methods
 HF1140.and adjusted by the National Geodetic Survey in October 1998..
 HF1140
 HF1140.The orthometric height was scaled from a topographic map.
 HF1140
 HF1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1140
 HF1140.The geoid height was determined by GEOID03.
 HF1140
 HF1140;                    North         East     Units Scale Factor Converg.
 HF1140;SPC KS S     -   446,819.159   543,046.223   MT  1.00004259   +0 59 18.9
 HF1140;SPC OK N     -   231,070.416   698,591.444   MT  1.00007147   +0 39 15.5
 HF1140;SPC OK N     -   758,103.52  2,291,962.10   sFT  1.00007147   +0 39 15.5
 HF1140;UTM  14      - 4,105,537.902   687,444.576   MT  1.00003285   +1 16 18.1
 HF1140
 HF1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1140!SPC KS S     -   0.99994445  x   1.00004259  =   0.99998704
 HF1140!SPC OK N     -   0.99994445  x   1.00007147  =   1.00001592
 HF1140!UTM  14      -   0.99994445  x   1.00003285  =   0.99997730
 HF1140
 HF1140:                Primary Azimuth Mark                     Grid Az
 HF1140:SPC KS S     -  BURDEN TANK                              022 50 25.3
 HF1140:SPC OK N     -  BURDEN TANK                              023 10 28.7
 HF1140:UTM  14      -  BURDEN TANK                              022 33 26.1
 HF1140
 HF1140|---------------------------------------------------------------------|
 HF1140| PID    Reference Object                     Distance      Geod. Az  |
 HF1140|                                                           dddmmss.s |
 HF1140| HF1153 BURDEN TANK                         APPROX.29.0 KM 0234944.2 |
 HF1140| AI1337 PANTHER RM 1                         34.558 METERS 08652     |
 HF1140| AI1339 PANTHER AZ MK                                      0885143.9 |
 HF1140| HF1139 COUNTRY CHURCH SPIRE                APPROX. 3.7 KM 2705822.1 |
 HF1140| HF1292 OXFORD SHELL TANK                   APPROX.33.2 KM 3105601.0 |
 HF1140| HF1293 OXFORD TANK                         APPROX.33.1 KM 3114955.7 |
 HF1140| AI1338 PANTHER RM 2                         38.490 METERS 31604     |
 HF1140|---------------------------------------------------------------------|
 HF1140
 HF1140                          SUPERSEDED SURVEY CONTROL
 HF1140
 HF1140  NAD 83(1997)-  37 04 38.61153(N)    096 53 28.70003(W) AD(       ) 1
 HF1140  NAD 83(1986)-  37 04 38.62445(N)    096 53 28.69447(W) AD(       ) 1
 HF1140  NAD 27      -  37 04 38.51637(N)    096 53 27.57032(W) AD(       ) 1
 HF1140
 HF1140.Superseded values are not recommended for survey control.
 HF1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1140.See file dsdata.txt to determine how the superseded data were derived.
 HF1140
 HF1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8744505538(NAD 83)
 HF1140_MARKER: DS = TRIANGULATION STATION DISK
 HF1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1140_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1140_STAMPING: PANTER 1935
 HF1140_MARK LOGO: CGS   
 HF1140_PROJECTION: PROJECTING 30 CENTIMETERS
 HF1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1140+STABILITY: SURFACE MOTION
 HF1140
 HF1140  HISTORY     - Date     Condition        Report By
 HF1140  HISTORY     - 1935     MONUMENTED       CGS
 HF1140  HISTORY     - 1958     GOOD             CGS
 HF1140  HISTORY     - 1962     GOOD             CGS
 HF1140  HISTORY     - 19840517 GOOD             NGS
 HF1140
 HF1140                          STATION DESCRIPTION
 HF1140
 HF1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1140'STATION IS LOCATED ABOUT 1 MILE NORTH AND 8 MILES EAST OF
 HF1140'ARKANSAS CITY, AND IS ABOUT 2.5 MILES NORTH AND 0.5 MILE
 HF1140'EAST OF SILVERDALE, ON A SANDY RIDGE ON WHICH THERE ARE SOME
 HF1140'OLD GRAVEL PITS, AND RAILROAD TRACKS, IN THE SOUTHWEST QUARTER
 HF1140'OF SECTION 21, T. 34 S., R. 5 E., COWLEY, KANSAS, ON PROPERTY
 HF1140'OWNED BY AMBROSE AND DUNN OF ARKANSAS CITY.  MARK IS SET 51
 HF1140'FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD (U.S. HIGHWAY 166),
 HF1140'11 FEET SOUTH OF EAST-WEST FENCE LINE, 8 FEET WEST OF
 HF1140'NORTH-SOUTH FENCE LINE, AND ABOUT 0.25 MILE EAST OF CROSSROADS.
 HF1140'
 HF1140'REACHED FROM INTERSECTION OF U.S. HIGHWAYS 77 AND 166 IN
 HF1140'ARKANSAS CITY BY GOING EAST ON U.S. HIGHWAY 166 FOR 8 MILES
 HF1140'TO CROSSROADS, THEN CONTINUE EAST FOR 0.25 MILE TO TOP OF KNOLL
 HF1140'AND STATION ON SOUTH SIDE OF ROAD.
 HF1140'
 HF1140'REFERENCE MARK NO. 1 IS SET IN FENCE LINE, 40 FEET SOUTH OF
 HF1140'CENTER LINE OF ROAD (U.S. 166).
 HF1140'
 HF1140'REFERENCE MARK NO. 2 IS SET IN FENCE LINE, 40 FEET NORTH OF
 HF1140'CENTER LINE OF U.S. 166.
 HF1140'
 HF1140'AZIMUTH MARK IS 0.75 MILE EAST OF STATION, SET IN BEDROCK
 HF1140'IN FENCE LINE, 40 FEET NORTH OF CENTER LINE OF U.S. HIGHWAY
 HF1140'166.
 HF1140'
 HF1140'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 HF1140'AS DESCRIBED.
 HF1140'
 HF1140'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 HF1140
 HF1140                          STATION RECOVERY (1958)
 HF1140
 HF1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HF1140'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 HF1140'A DISCREPANCY WAS FOUND IN THE DESCRIPTION TO REACH THE STATION.
 HF1140'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 HF1140'
 HF1140'LOCATED IN THE WEST CENTRAL EDGE OF SECTION 21, T 34 S, R 5 E,
 HF1140'ABOUT 2 MILES NORTH AND 0.5 MILE EAST OF SILVERDALE, ABOUT
 HF1140'8-1/2 MILES EAST OF ARKANSAS CITY, ON PROPERTY OWNED BY
 HF1140'MR. N.C. DUNN OF ARKANSAS CITY.
 HF1140'
 HF1140'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 77 AND 166 IN THE
 HF1140'SOUTHERN EDGE OF THE BUSINESS DISTRICT OF ARKANSAS CITY, BY
 HF1140'GOING EASTERLY ON HIGHWAY 166 FOR 6.75 MILES TO CROSSROADS
 HF1140'AND CHURCH ON THE LEFT, CONTINUE EAST ON HIGHWAY 166 FOR 2
 HF1140'MILES TO CROSSROADS, CONTINUE EAST ON HIGHWAY 166 FOR 0.25 MILE
 HF1140'TO TOP OF RISE AND STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 HF1140'MARK FROM THE STATION GO EAST ON HIGHWAY 166 FOR 0.75 MILE
 HF1140'TO THE MARK ON THE LEFT.
 HF1140'
 HF1140'STATION MARKS ARE STANDARD DISKS, STAMPED PANTHER 1935.
 HF1140'THE SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE,
 HF1140'CONCRETE POST PROJECTING 8 INCHES.  IT IS 51 FEET SOUTH OF THE
 HF1140'CENTER OF HIGHWAY 166, 11 FEET SOUTH OF A ROAD RIGHT-OF-WAY
 HF1140'FENCE, 8 FEET WEST OF A NORTH-SOUTH FENCE AND 14 FEET SOUTHWEST
 HF1140'OF A STONE FENCE CORNER POST.
 HF1140'
 HF1140'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PANTHER NO 1
 HF1140'1935, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 HF1140'PROJECTING 9 INCHES.  IT IS 40 FEET SOUTH OF THE CENTER
 HF1140'OF HIGHWAY 166, 4 FEET SOUTH OF A ROAD RIGHT-OF-WAY FENCE AND
 HF1140'105 FEET EAST OF A NORTH-SOUTH FENCE.
 HF1140'
 HF1140'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PANTHER NO 2
 HF1140'1935, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 HF1140'PROJECTING 8 INCHES.  IT IS 40 FEET NORTH OF THE CENTER OF
 HF1140'HIGHWAY 166, 1 FOOT NORTH OF A ROAD RIGHT-OF-WAY FENCE.
 HF1140'
 HF1140'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED PANTHER
 HF1140'1935 AZI.  IT IS SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 HF1140'GROUND SURFACE.  IT IS 40 FEET NORTH OF THE CENTER OF HIGHWAY
 HF1140'166 AND 1 FOOT SOUTH OF A ROAD RIGHT-OF-WAY FENCE.
 HF1140
 HF1140                          STATION RECOVERY (1962)
 HF1140
 HF1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HF1140'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.  THE STATION AND
 HF1140'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1958
 HF1140'DESCRIPTION OF THE STATION IS ADEQUATE.
 HF1140
 HF1140                          STATION RECOVERY (1984)
 HF1140
 HF1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HF1140'SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HF1140'RECOVERED IN GOOD CONDITION.  THE DISTANCED AND DIRECTIONS TO THE
 HF1140'REFERENCE MARKS AGREED WITH 1958 DATA, AS DID THE DIRECTION TO THE
 HF1140'AZIMUTH MARK.  THE UNDERGROUND MARK WAS NOT INSPECTED.  IT WAS NOTED
 HF1140'THE 1958 RECOVERY NOTE STATED THE STATION AND REFERENCE MARKS WERE
 HF1140'10-IN SQUARE CONCRETE MONUMENTS.  THEY ARE, IN FACT, 12-INCH ROUND
 HF1140'CONCRETE MONUMENTS.  WHILE THE 1958 RECOVERY NOTE WAS ADEQUATE A
 HF1140'REVISED DESCRIPTION FOLLOWS SINCE A FEW REFERENCES WERE TAKEN TO LOCAL
 HF1140'OBJECTS FOR RM 2 AND A WITNESS POST WAS PLACED AT THE AZIMUTH MARK.
 HF1140'THE STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) SOUTHEAST OF WINFIELD,
 HF1140'14.9 KM (9.25 MI) EAST OF ARKANSAS CITY, 0.4 KM (0.25 MI) EAST OF THE
 HF1140'JUNCTION OF U.S HIGHWAY 166 AND COWLEY COUNTY ROAD 1, JUST SOUTH OF
 HF1140'U.S HIGHWAY 166 AND IN THE WEST, CENTRAL EDGE OF SEC 21, T 34 E, R 5 E
 HF1140'AND IN THE NORTHEAST CORNER OF A PASTURE.  THE PROPRETY OWNERSHIP WAS
 HF1140'NOT VERIFIED THIS DATE.  TO REACH THE STATION FROM THE INTERSECTION OF
 HF1140'U.S HIGHWAY 77 AND 166, IN ARKANSAS CITY, GO EAST ON HIGHWAY 166 FOR
 HF1140'14.48 KM (9.00 MI) TO THE JUNCTION WITH COWLEY COUNTY ROAD 1.
 HF1140'CONTINUE EAST ON THE HIGHWAY FOR 0.40 KM (0.25 MI) TO THE STATION ON
 HF1140'THE RIGHT, AT THE CREST OF A HILL AND AT A T-FENCE CORNER.  THE
 HF1140'STATION IS A STANDARD CGS DISK STAMPED,---PANTHER 1935---, SET INTO
 HF1140'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 HF1140'PROJECTING 12 INCHES (30 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 HF1140'15.54 METERS (50.98 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 4.27
 HF1140'METERS (14.01 FT) SOUTHWEST FROM A STONE FENCE CORNER POST, 3.35
 HF1140'METERS (10.99 FT) SOUTH FROM THE HIGHWAY RIGHT-OF-WAY FENCE, 2.56
 HF1140'METERS (8.40 FT) WEST FROM A NORTH/SOUTH FENCE.  REFERENCE MARK 1, IS
 HF1140'A STANDARD CGS DISK STAMPED,---PANTHER NO 1 1935---, SET INTO THE TOP
 HF1140'OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 HF1140'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND. THE STATION IS LOCATED
 HF1140'32.00 METERS (104.99 FT) EAST FROM THE T-FENCE CORNER AND STONE POST,
 HF1140'12.19 METERS (39.99 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 1.22
 HF1140'METERS (4.00 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE.  REFERENCE MARK 2,
 HF1140'IS A STANDARD CGS DISK STAMPED,---PANTHER NO 2 1935---, SET INTO THE
 HF1140'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 HF1140'PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 HF1140'38.40 METERS (125.98 FT) NORTHWEST FROM THE STONE FENCE CORNER POST,
 HF1140'29.11 METERS (95.51 FT) WEST FROM A POWERLINE POLE, 12.19 METERS
 HF1140'(39.99 FT) NORTH FROM THE CENTERLINE OF THE HIGHWAY, 0.30 METERS (0.98
 HF1140'FT) SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE.  AZIMUTH MARK 1, IS A
 HF1140'STANDARD REFERENCE MARK DISK, STAMPED---PANTHER 1935 AZ 1---, SET INTO
 HF1140'A ROCK OUTCROP, 3.0 FT, (0.9 M) 0.9 METERS (3.0 FT) LARGEST DIMENSION.
 HF1140'THE STATION IS LOCATED 12.19 METERS (39.99 FT) NORTH FROM THE
 HF1140'CENTERLINE OF T EH HIGHWAY, 0.91 METERS (2.99 FT) WEST FROM A WITNESS
 HF1140'POST, 0.30 METERS (0.98 FT) SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE.
 HF1140'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE HIGHWAY FOR
 HF1140'1.29 KM (0.80 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1137 ***********************************************************************
 HF1137  DESIGNATION -  PANTHER LAPLACE AZI
 HF1137  PID         -  HF1137
 HF1137  STATE/COUNTY-  KS/COWLEY
 HF1137  USGS QUAD   -  MAPLE CITY (1964)
 HF1137
 HF1137                         *CURRENT SURVEY CONTROL
 HF1137  ___________________________________________________________________
 HF1137* NAD 83(1997)-  37 02 54.94137(N)    096 50 35.08872(W)     ADJUSTED  
 HF1137* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 HF1137  ___________________________________________________________________
 HF1137  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 HF1137  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 HF1137
 HF1137  HORZ ORDER  -  FIRST
 HF1137
 HF1137.The horizontal coordinates were established by classical geodetic methods
 HF1137.and adjusted by the National Geodetic Survey in October 1998..
 HF1137
 HF1137.The orthometric height was scaled from a topographic map.
 HF1137
 HF1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1137
 HF1137.The geoid height was determined by GEOID03.
 HF1137
 HF1137;                    North         East     Units Scale Factor Converg.
 HF1137;SPC KS S     -   443,698.721   547,390.904   MT  1.00005002   +1 01 05.6
 HF1137;SPC OK N     -   227,924.571   702,917.904   MT  1.00006361   +0 40 57.9
 HF1137;SPC OK N     -   747,782.53  2,306,156.49   sFT  1.00006361   +0 40 57.9
 HF1137;UTM  14      - 4,102,438.926   691,804.570   MT  1.00005322   +1 17 59.7
 HF1137
 HF1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1137!SPC KS S     -   0.99994398  x   1.00005002  =   0.99999400
 HF1137!SPC OK N     -   0.99994398  x   1.00006361  =   1.00000759
 HF1137!UTM  14      -   0.99994398  x   1.00005322  =   0.99999720
 HF1137
 HF1137|---------------------------------------------------------------------|
 HF1137| PID    Reference Object                     Distance      Geod. Az  |
 HF1137|                                                           dddmmss.s |
 HF1137| CL5936 PANTHER LAPLACE AZ RM 1              26.306 METERS 12010     |
 HF1137| CL5937 PANTHER LAPLACE AZ RM 2              27.757 METERS 22649     |
 HF1137| HF1315 ARKANSAS CITY MUNICIPAL TANK        APPROX.18.4 KM 2774030.6 |
 HF1137| HF1139 COUNTRY CHURCH SPIRE                APPROX. 8.6 KM 2921620.9 |
 HF1137|---------------------------------------------------------------------|
 HF1137
 HF1137                          SUPERSEDED SURVEY CONTROL
 HF1137
 HF1137  NAD 83(1997)-  37 02 54.94085(N)    096 50 35.08532(W) AD(       ) 1
 HF1137  NAD 83(1986)-  37 02 54.95434(N)    096 50 35.07910(W) AD(       ) 1
 HF1137  NAD 27      -  37 02 54.84274(N)    096 50 33.96048(W) AD(       ) 1
 HF1137
 HF1137.Superseded values are not recommended for survey control.
 HF1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1137.See file dsdata.txt to determine how the superseded data were derived.
 HF1137
 HF1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG9180502439(NAD 83)
 HF1137_MARKER: DS = TRIANGULATION STATION DISK
 HF1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1137
 HF1137  HISTORY     - Date     Condition        Report By
 HF1137  HISTORY     - 1935     MONUMENTED       CGS
 HF1137
 HF1137                          STATION DESCRIPTION
 HF1137
 HF1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1137'STATION IS LOCATED ABOUT 4 MILES WEST AND 0.5 MILE SOUTH OF
 HF1137'MAPLE CITY, ON NORTH SIDE OF ROAD LEADING FROM ARKANSAS CITY
 HF1137'TO MAPLE CITY, AND 3.5 MILES NORTH OF THE KANSAS-OKLAHOMA
 HF1137'STATE LINE.  STATION IS 40 FEET NORTH OF CENTER LINE OF ROAD.
 HF1137'
 HF1137'TO REACH FROM INTERSECTION OF U.S. HIGHWAYS 77 AND 166 IN
 HF1137'ARKANSAS CITY, GO EAST ON U.S. HIGHWAY 166 FOR 4.1 MILES TO
 HF1137'FORK, THENCE RIGHT (SOUTH) ON GRAVEL ROAD FOR 0.5 MILE TO
 HF1137'CORNER, THENCE LEFT (EASTERLY) FOR 7.85 MILES TO MARK ON
 HF1137'NORTH SIDE OF ROAD.
 HF1137'
 HF1137'REFERENCE MARK NO. 1 IS 86.30 FEET (26.306 METERS) EAST OF
 HF1137'STATION, 35 FEET NORTH OF CENTER LINE OF ROAD.
 HF1137'
 HF1137'REFERENCE MARK NO. 2 IS 91.40 FEET (27.757 METERS) SOUTHWEST OF
 HF1137'STATION, 35 FEET SOUTH OF CENTER LINE OF ROAD.
 HF1137'
 HF1137'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE SET AS DESCRIBED.
 HF1137'MARK.
 HF1137'
 HF1137'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0829 ***********************************************************************
 JE0829  DESIGNATION -  PAOLA
 JE0829  PID         -  JE0829
 JE0829  STATE/COUNTY-  KS/MIAMI
 JE0829  USGS QUAD   -  PAOLA EAST (1973)
 JE0829
 JE0829                         *CURRENT SURVEY CONTROL
 JE0829  ___________________________________________________________________
 JE0829* NAD 83(1986)-  38 34 29.     (N)    094 52 22.     (W)     SCALED    
 JE0829* NAVD 88     -       292.899  (meters)     960.95   (feet)  ADJUSTED  
 JE0829  ___________________________________________________________________
 JE0829  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE0829  DYNAMIC HT  -         292.698 (meters)     960.29  (feet)  COMP
 JE0829  MODELED GRAV-     979,934.6   (mgal)                       NAVD 88
 JE0829
 JE0829  VERT ORDER  -  SECOND    CLASS 0
 JE0829
 JE0829.The horizontal coordinates were scaled from a topographic map and have
 JE0829.an estimated accuracy of +/- 6 seconds.
 JE0829
 JE0829.The orthometric height was determined by differential leveling
 JE0829.and adjusted by the National Geodetic Survey in June 1991..
 JE0829
 JE0829.The geoid height was determined by GEOID03.
 JE0829
 JE0829.The dynamic height is computed by dividing the NAVD 88
 JE0829.geopotential number by the normal gravity value computed on the
 JE0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0829.degrees latitude (g = 980.6199 gals.).
 JE0829
 JE0829.The modeled gravity was interpolated from observed gravity values.
 JE0829
 JE0829;                    North         East    Units  Estimated Accuracy
 JE0829;SPC KS S     -   617,920.      716,010.      MT  (+/- 180 meters Scaled)
 JE0829
 JE0829                          SUPERSEDED SURVEY CONTROL
 JE0829
 JE0829  NGVD 29 (??/??/92)  292.764  (m)          960.51   (f) ADJ UNCH    2 0
 JE0829
 JE0829.Superseded values are not recommended for survey control.
 JE0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0829.See file dsdata.txt to determine how the superseded data were derived.
 JE0829
 JE0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC368712(NAD 83)
 JE0829_MARKER: DB = BENCH MARK DISK
 JE0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0829_STAMPING: PAOLA 1934
 JE0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0829+STABILITY: SURFACE MOTION
 JE0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE0829+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2005
 JE0829
 JE0829  HISTORY     - Date     Condition        Report By
 JE0829  HISTORY     - 1934     MONUMENTED       CGS
 JE0829  HISTORY     - 1953     GOOD             NGS
 JE0829  HISTORY     - 20050815 GOOD             INDIV
 JE0829  HISTORY     - 20060908 GOOD             INDIV
 JE0829
 JE0829                          STATION DESCRIPTION
 JE0829
 JE0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JE0829'AT PAOLA.
 JE0829'AT PAOLA, 82 FEET WEST, NORTHWEST OF THE CENTER OF THE BASE OF
 JE0829'THE CITY WATER TANK, 90 FEET EAST OF OAK STREET AND 44 FEET
 JE0829'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED PAOLA 1934 AND
 JE0829'SET IN THE TOP OF A 10- BY 10-INCH CONCRETE POST.
 JE0829
 JE0829                          STATION RECOVERY (2005)
 JE0829
 JE0829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KJD)
 JE0829'MARK FOUND AS DESCRIBED.  DISK IS NOW BELOW THE CONCRETE SURFACE OF A
 JE0829'TENNIS COURT.
 JE0829
 JE0829                          STATION RECOVERY (2006)
 JE0829
 JE0829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE0829'FOUND IN GOOD CONDITION.  LOCATED 1 INCH BELOW THE SURFACE OF A TENNIS
 JE0829'COURT.  THE COURT PAVEMENT COVERS THE CONCRETE POST.  A FENCE NOW
 JE0829'SEPARATES THE COURT FROM THE WATER TANK TO THE SOUTHEAST.
 JE0829' 
 JE0829'LOCATED 20 FEET NORTH-NORTHEAST OF THE TENNIS MID-COURT NET AND 2 FEET
 JE0829'WEST-NORTHWEST OF THE COURT PAVEMENT EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1645 ***********************************************************************
 JE1645  DESIGNATION -  PAOLA DATRAN MICROWAVE
 JE1645  PID         -  JE1645
 JE1645  STATE/COUNTY-  KS/MIAMI
 JE1645  USGS QUAD   -  RANTOUL (1983)
 JE1645
 JE1645                         *CURRENT SURVEY CONTROL
 JE1645  ___________________________________________________________________
 JE1645* NAD 83(1997)-  38 35 40.24359(N)    095 00 06.73578(W)     ADJUSTED  
 JE1645* NAVD 88     -                                                        
 JE1645  ___________________________________________________________________
 JE1645  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 JE1645  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 JE1645
 JE1645  HORZ ORDER  -  THIRD
 JE1645
 JE1645.The horizontal coordinates were established by classical geodetic methods
 JE1645.and adjusted by the National Geodetic Survey in October 1998..
 JE1645
 JE1645
 JE1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1645
 JE1645.The geoid height was determined by GEOID03.
 JE1645
 JE1645;                    North         East     Units Scale Factor Converg.
 JE1645;SPC KS S     -   619,686.032   704,682.521   MT  1.00000563   +2 08 58.9
 JE1645;UTM  15      - 4,273,681.032   325,661.490   MT  0.99997430   -1 14 56.7
 JE1645
 JE1645                          SUPERSEDED SURVEY CONTROL
 JE1645
 JE1645  NAD 83(1986)-  38 35 40.25094(N)    095 00 06.73753(W) AD(       ) 4
 JE1645  NAD 27      -  38 35 40.20949(N)    095 00 05.85600(W) AD(       ) 3
 JE1645
 JE1645.Superseded values are not recommended for survey control.
 JE1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1645.See file dsdata.txt to determine how the superseded data were derived.
 JE1645
 JE1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC2566173681(NAD 83)
 JE1645_MARKER: 45 = MICROWAVE TOWER
 JE1645
 JE1645  HISTORY     - Date     Condition        Report By
 JE1645  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1645
 JE1645                          STATION DESCRIPTION
 JE1645
 JE1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (WOM)
 JE1645'PAOLA, DATA TRANSMISSION COMPANY WQP 36 MICROWAVE TOWER IS A 3 LEGGED
 JE1645'STEEL TOWER, 294 FEET HIGH, WITH 4 REFLECTORS NEAR THE TOP AND
 JE1645'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.
 JE1645'
 JE1645'STATION IS THE LIGHT ATOP THE TOWER AND IS LOCATED ABOUT 4-1/2 MILES
 JE1645'NORTHEAST OF STANTON AND 7 MILES WEST-NORTHWEST OF PAOLA.
 JE1645'
 JE1645'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 169 AND STATE
 JE1645'HIGHWAY 68 WHICH IS JUST NORTH OF PAOLA, GO WEST ALONG STATE HIGHWAY
 JE1645'68 FOR 7.5 MILES, THENCE SOUTH 2 MILES, THENCE WEST 0.5 MILE TO THE
 JE1645'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2021 ***********************************************************************
 JE2021  DESIGNATION -  PAOLA MAGNETIC
 JE2021  PID         -  JE2021
 JE2021  STATE/COUNTY-  KS/MIAMI
 JE2021  USGS QUAD   -  PAOLA WEST (1973)
 JE2021
 JE2021                         *CURRENT SURVEY CONTROL
 JE2021  ___________________________________________________________________
 JE2021* NAD 83(1997)-  38 33 02.56293(N)    094 55 04.58066(W)     ADJUSTED  
 JE2021* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 JE2021  ___________________________________________________________________
 JE2021  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 JE2021  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JE2021
 JE2021  HORZ ORDER  -  SECOND
 JE2021
 JE2021.The horizontal coordinates were established by classical geodetic methods
 JE2021.and adjusted by the National Geodetic Survey in October 1998..
 JE2021
 JE2021.The orthometric height was scaled from a topographic map.
 JE2021
 JE2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2021
 JE2021.The geoid height was determined by GEOID03.
 JE2021
 JE2021;                    North         East     Units Scale Factor Converg.
 JE2021;SPC KS S     -   615,105.042   712,176.089   MT  0.99999688   +2 12 04.6
 JE2021;UTM  15      - 4,268,664.177   332,870.075   MT  0.99994399   -1 11 44.0
 JE2021
 JE2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2021!SPC KS S     -   0.99995603  x   0.99999688  =   0.99995291
 JE2021!UTM  15      -   0.99995603  x   0.99994399  =   0.99990002
 JE2021
 JE2021:                Primary Azimuth Mark                     Grid Az
 JE2021:SPC KS S     -  PAOLA MUNICIPAL TANK                     052 40 26.6
 JE2021:UTM  15      -  PAOLA MUNICIPAL TANK                     056 04 15.2
 JE2021
 JE2021|---------------------------------------------------------------------|
 JE2021| PID    Reference Object                     Distance      Geod. Az  |
 JE2021|                                                           dddmmss.s |
 JE2021| JE2016 PAOLA MUNICIPAL TANK                APPROX. 4.8 KM 0545231.2 |
 JE2021| JE2019 PAOLA MIAMI CO CTHSE SPIRE          APPROX. 4.1 KM 0565726.7 |
 JE2021| CN7636 PAOLA MAGNETIC AZ MK                               1821317.2 |
 JE2021| JE2018 OSAWATOMIE ST HOSP STANDPIPE        APPROX. 4.4 KM 2034303.9 |
 JE2021| JE2020 OSAWATOMIE HOSP PWR PLANT STK       APPROX. 4.5 KM 2043820.4 |
 JE2021| CN7637 PAOLA MAGNETIC RM 1                   9.475 METERS 20932     |
 JE2021| CN7638 PAOLA MAGNETIC RM 2                  34.397 METERS 31304     |
 JE2021|---------------------------------------------------------------------|
 JE2021
 JE2021                          SUPERSEDED SURVEY CONTROL
 JE2021
 JE2021  NAD 83(1986)-  38 33 02.57032(N)    094 55 04.58142(W) AD(       ) 2
 JE2021  NAD 27      -  38 33 02.52800(N)    094 55 03.70400(W) AD(       ) 2
 JE2021
 JE2021.Superseded values are not recommended for survey control.
 JE2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2021.See file dsdata.txt to determine how the superseded data were derived.
 JE2021
 JE2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3287068664(NAD 83)
 JE2021_MARKER: DS = TRIANGULATION STATION DISK
 JE2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2021_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE2021+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 JE2021
 JE2021  HISTORY     - Date     Condition        Report By
 JE2021  HISTORY     - 1948     MONUMENTED       CGS
 JE2021  HISTORY     - 1963     GOOD             CGS
 JE2021  HISTORY     - 20001220 GOOD             LOCSUR
 JE2021  HISTORY     - 20060908 GOOD             INDIV
 JE2021
 JE2021                          STATION DESCRIPTION
 JE2021
 JE2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2021'STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF PAOLA
 JE2021'AND 4 MILES NORTH-NORTHEAST OF OSAWATOMIE ON THE HIGH POINT
 JE2021'OF A RIDGE KNOWN LOCALLY AS JOHN BROWN LOOKOUT.  IT IS IN
 JE2021'LINE AND DUE EAST OF A TIN-ROOFED BARN AND 7 FEET NORTHEAST
 JE2021'OF A WITNESS POST.  THE LAND IS OWNED BY MR. JOHN LYDER
 JE2021'WHO LIVES EAST OF THE STATION.  THE MARK IS A STANDARD USC AND
 JE2021'GS MAGNETIC STATION DISK SET IN A ROUND CONCRETE BLOCK AND
 JE2021'PROJECTS 4 INCHES.  THE DISK IS BADLY BATTERED BUT OTHERWISE
 JE2021'IN GOOD CONDITION AND IS STAMPED 1926.
 JE2021'
 JE2021'REFERENCE MARK NO. 1 IS ON THE SOUTHWEST SLOPE OF THE HILL.
 JE2021'IT IS STAMPED MAGNETIC NO 1 1948 AND PROJECTS 5 INCHES.
 JE2021'
 JE2021'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL,
 JE2021'22 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD AND 1
 JE2021'FOOT EAST OF THE RIGHT-OF-WAY FENCE LINE.  IT IS STAMPED
 JE2021'MAGNETIC NO 2 1948 AND PROJECTS 5 INCHES.  A SLOPE MEASUREMENT
 JE2021'WAS TAKEN TO REFERENCE MARK NO. 2 AND IT IS ABOUT 6 FEET
 JE2021'LOWER THAN THE STATION MARK.
 JE2021'
 JE2021'AZIMUTH MARK IS IN AN EAST-WEST FENCE LINE AT THE SOUTH
 JE2021'EDGE OF A PASTURE, 31 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 JE2021'169, ABOUT 160 FEET WEST OF A CROSSROAD AND 1 FOOT EAST
 JE2021'OF A WITNESS POST.  IT IS STAMPED MAGNETIC 1948 AND PROJECTS
 JE2021'5 INCHES.
 JE2021'
 JE2021'TO REACH FROM THE SOUTHWEST CORNER OF THE SQUARE IN PAOLA,
 JE2021'GO SOUTHWEST AND WEST ON U.S. HIGHWAY 169 FOR 3.4 MILES
 JE2021'TO THE M K AND T RAILROAD OVERPASS, CONTINUE WEST FOR 0.55
 JE2021'MILE TO A CROSSROAD.  THE AZIMUTH MARK IS ABOUT 160 FEET
 JE2021'WEST OF THIS INTERSECTION AS DESCRIBED.  TURN RIGHT, NORTH,
 JE2021'AT CROSSROAD AND GO 1.05 MILES TO ANOTHER CROSSROAD JUST
 JE2021'NORTH OF THE RAILROAD TRACKS, CONTINUE NORTH, UP HILL FOR
 JE2021'0.15 MILE TO TOP OF HILL AND END OF TRUCK TRAVEL.  THE STATION
 JE2021'IS ABOUT 40 YARDS TO THE RIGHT OF THE ROAD.
 JE2021'
 JE2021'AN 87 FOOT SIGNAL AT WEA IS VISIBLE AT 4 FEET.
 JE2021'
 JE2021'A 4 FOOT SIGNAL AT JORDAN IS VISIBLE AT 4 FEET.
 JE2021'
 JE2021'A 74 FOOT SIGNAL AT OSA IS VISIBLE AT 4 FEET.
 JE2021'
 JE2021'A 4 FOOT SIGNAL AT WAT IS VISIBLE AT 4 FEET.
 JE2021'
 JE2021'A 100 FOOT SIGNAL AT LANE IS VISIBLE AT 4 FEET.
 JE2021'
 JE2021'AN 87 FOOT SIGNAL AT STANTON IS VISIBLE AT 4 FEET.
 JE2021
 JE2021                          STATION RECOVERY (1963)
 JE2021
 JE2021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JE2021'THE SITE OF THIS STATION WAS RECOVERED AS DESCRIBED AND ALL
 JE2021'MARKS WERE FOUND IN GOOD CONDITION EXCEPT THE STATION MARK.
 JE2021'THE TOP HAD BEEN KNOCKED OFF THE BLOCK OF CONCRETE AND THE
 JE2021'DISK WHICH MARKED THE STATION WAS GONE.  THE STATION WAS
 JE2021'RE-ESTABLISHED BY MEASURING BACK FROM THE REFERENCE MARKS
 JE2021'AND NEW TRIANGULATION STATION DISKS WERE USED TO MARK THE
 JE2021'UNDERGROUND AND SURFACE STATIONS IN NEW CONCRETE.  THIS
 JE2021'POINT IS PROMINENT AND AFFORDS GOOD VISIBILITY IN ALL
 JE2021'DIRECTIONS.  A COMPLETE DESCRIPTION FOLLOWS.
 JE2021'
 JE2021'STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF THE
 JE2021'TOWN OF OSAWATOMIE AND ABOUT 3 MILES SOUTHWEST OF THE TOWN
 JE2021'OF PAOLA ON THE HIGH POINT OF A RIDGE KNOWN LOCALLY AS JOHN
 JE2021'BROWN LOOKOUT.  IT IS NEAR THE SOUTHWEST CORNER OF SEC. 19,
 JE2021'T 17 S., R 23 E., ABOUT 200 YARDS NORTHWEST OF THE MISSOURI
 JE2021'PACIFIC RAILROAD TRACKS, 106 FEET EAST OF THE CENTER OF
 JE2021'NORTH-SOUTH ROAD, AND 83 FEET EAST OF A NORTH-SOUTH FENCE.
 JE2021'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 JE2021'DISK IS STAMPED PAOLA MAGNETIC 1926 - 1963.  THE STATION
 JE2021'AND UNDERGROUND STATION MARKS ARE DESCRIBED.
 JE2021'
 JE2021'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE SQUARE
 JE2021'IN THE TOWN OF PAOLA, GO SOUTHWEST AND WEST ON U.S. HIGHWAY
 JE2021'169 FOR 3.4 MILES TO THE MK AND T RAILROAD OVERPASS.  CONTINUE
 JE2021'WEST ON U.S. HIGHWAY 169 FOR 0.55 MILE TO CROSSROADS.  (THE
 JE2021'AZIMUTH MARK IS ABOUT 160 FEET WEST OF THIS CROSSROADS.)
 JE2021'TURN RIGHT AT THIS CROSSROAD AND GO NORTH FOR 1.0 MILE TO
 JE2021'ANOTHER CROSSROAD JUST NORTH OF RAILROAD TRACKS (MISSOURI
 JE2021'PACIFIC).  CONTINUE NORTH UPHILL FOR 0.15 MILE TO THE TOP
 JE2021'OF GRADE AND THE STATION ABOUT 40 YARDS TO THE EAST ON TOP
 JE2021'OF A HIGH KNOLL.
 JE2021'
 JE2021'REFERENCE MARK NO. 1 IS 31.08 FEET SOUTH-SOUTHWEST OF THE
 JE2021'STATION ON THE SOUTHWEST SLOPE OF THE HILL.  THE MARK PROJECTS
 JE2021'10 INCHES AND THE DISK IS STAMPED MAGNETIC NO 1 1948.
 JE2021'
 JE2021'REFERENCE MARK NO. 2 IS 112.85 FEET NORTHWEST OF THE STATION
 JE2021'ON THE NORTHWEST SLOPE OF THE HILL, 22 FEET EAST OF THE
 JE2021'CENTER OF NORTH-SOUTH ROAD, AND 1 FOOT EAST OF FENCE.  THE
 JE2021'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED MAGNETIC
 JE2021'NO 2 1948.  THIS MARK IS ABOUT 6 FEET BELOW THE
 JE2021'STATION MARK AND A SLOPE MEASUREMENT WAS MADE.
 JE2021'
 JE2021'AZIMUTH MARK IS 1.2 MILES SOUTH OF THE STATION, ABOUT 160
 JE2021'FEET WEST OF CROSSROADS, 31 FEET NORTH OF THE CENTER OF
 JE2021'U.S. HIGHWAY 169, AND 2 FEET SOUTH OF A WIRE FENCE AND A
 JE2021'NEW STEEL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND
 JE2021'THE DISK IS STAMPED MAGNETIC 1948.
 JE2021'
 JE2021'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 JE2021'SECTIONLINE ROAD FOR 1.2 TO CROSSROADS AND U.S. HIGHWAY
 JE2021'169.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 169 FOR 0.05
 JE2021'MILE TO THE AZIMUTH MARK ON THE RIGHT OR NORTH SIDE OF THE ROAD.
 JE2021'
 JE2021'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JE2021
 JE2021                          STATION RECOVERY (2000)
 JE2021
 JE2021'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 JE2021'RECOVERED IN GOOD CONDITION.
 JE2021
 JE2021                          STATION RECOVERY (2006)
 JE2021
 JE2021'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE2021'STATION MARK FOUND IN GOOD CONDITION.
 JE2021' 
 JE2021'REFERENCE MARK 1 WAS FOUND DESTROYED.  THE DISC HAS BEEN REMOVED AND
 JE2021'THE TOP OF THE CONCRETE POST HAS BEEN BADLY BROKEN UP AND FRAGMENTED.
 JE2021' 
 JE2021' 
 JE2021'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  IT IS LOCATED JUST ON
 JE2021'THE SOUTH SIDE OF STEPS THAT GO OVER A FENCELINE EAST OF THE GRAVEL
 JE2021'ROAD.
 JE2021' 
 JE2021'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  31 FEET NORTHOF THE
 JE2021'HIGHWAY IS NOW WITHIN THE CULTIVATED FIELD. THE FENCE HAS BEEN
 JE2021'REMOVED.
 JE2021' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7131 ***********************************************************************
 DF7131  CBN         -  This is a Cooperative Base Network Control Station.
 DF7131  DESIGNATION -  PAOLA MAGNETIC RESET
 DF7131  PID         -  DF7131
 DF7131  STATE/COUNTY-  KS/MIAMI
 DF7131  USGS QUAD   -  PAOLA WEST (1973)
 DF7131
 DF7131                         *CURRENT SURVEY CONTROL
 DF7131  ___________________________________________________________________
 DF7131* NAD 83(1997)-  38 33 02.56154(N)    094 55 04.58049(W)     ADJUSTED  
 DF7131* NAVD 88     -       313.0    (meters)    1027.     (feet)  GPS OBS   
 DF7131  ___________________________________________________________________
 DF7131  X           -    -428,197.094 (meters)                     COMP
 DF7131  Y           -  -4,976,394.640 (meters)                     COMP
 DF7131  Z           -   3,953,608.581 (meters)                     COMP
 DF7131  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DF7131  ELLIP HEIGHT-         281.12  (meters)          (08/12/03) GPS OBS
 DF7131  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 DF7131
 DF7131  HORZ ORDER  -  A
 DF7131  ELLP ORDER  -  FOURTH    CLASS I
 DF7131
 DF7131.The horizontal coordinates were established by GPS observations
 DF7131.and adjusted by the National Geodetic Survey in August 2003..
 DF7131
 DF7131.The orthometric height was determined by GPS observations and a
 DF7131.high-resolution geoid model.
 DF7131
 DF7131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7131
 DF7131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7131
 DF7131.The ellipsoidal height was determined by GPS observations
 DF7131.and is referenced to NAD 83.
 DF7131
 DF7131.The geoid height was determined by GEOID03.
 DF7131
 DF7131;                    North         East     Units Scale Factor Converg.
 DF7131;SPC KS S     -   615,104.999   712,176.095   MT  0.99999688   +2 12 04.6
 DF7131;UTM  15      - 4,268,664.134   332,870.078   MT  0.99994399   -1 11 44.0
 DF7131
 DF7131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7131!SPC KS S     -   0.99995589  x   0.99999688  =   0.99995277
 DF7131!UTM  15      -   0.99995589  x   0.99994399  =   0.99989989
 DF7131
 DF7131                          SUPERSEDED SURVEY CONTROL
 DF7131
 DF7131.No superseded survey control is available for this station.
 DF7131
 DF7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3287068664(NAD 83)
 DF7131_MARKER: DS = TRIANGULATION STATION DISK
 DF7131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7131_STAMPING: PAOLA MAGNETIC 1926 1963
 DF7131_MARK LOGO: CGS   
 DF7131_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7131+STABILITY: SURFACE MOTION
 DF7131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7131+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2002
 DF7131
 DF7131  HISTORY     - Date     Condition        Report By
 DF7131  HISTORY     - 1963     MONUMENTED       CGS
 DF7131  HISTORY     - 20021109 GOOD             WILSON
 DF7131
 DF7131                          STATION DESCRIPTION
 DF7131
 DF7131'DESCRIBED BY WILSON AND COMPANY 2002 (KD)
 DF7131'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF OSAWATOMIE, 3.0
 DF7131'MILES SOUTHWEST OF
 DF7131'PAOLA, 0.5 MILE NORTH OF THE MIAMI AIRPORT, 182 METERS NORTHWEST OF
 DF7131'THE UNION PACIFIC
 DF7131'RAILROAD, 25 METERS EAST OF A NORTH-SOUTH FENCE, IN THE SOUTH QUARTER
 DF7131'OF SECTION 19,
 DF7131'T17S, R23E OF THE 6TH PM, ON A HIGH KNOLL LOCALLY KNOWN AS JOHN
 DF7131'BROWN'S LOOKOUT. TO
 DF7131'REACH THE STATION FROM THE INTERSECTION OF SILVER AND WEA STREETS AT
 DF7131'THE SOUTHWEST
 DF7131'CORNER OF THE PARK SQUARE IN PAOLA, GO SOUTH ON SILVER STREET FOR
 DF7131'APPROXIMATELY 0.6
 DF7131'MILE TO WHERE IT BECOMES OLD KC ROAD.   CONTINUE SOUTHWEST AND SOUTH
 DF7131'ON OLD KC ROAD
 DF7131'FOR 1.2 MILES TO THE INTERSECTION OF 319TH STREET.  GO WEST ON 319TH
 DF7131'STREET FOR 1.5 MILES
 DF7131'TO THE INTERSECTION OF LOOKOUT ROAD.  GO NORTH ON LOOKOUT ROAD, UPHILL
 DF7131'FOR 0.15 MILE TO
 DF7131'THE STATION ON THE RIGHT.  THE STATION IS FLUSH WITH GROUND.  LOCATED
 DF7131'31.2 FEET (9.5
 DF7131'METERS) NORTH-NORTHEAST FROM PAOLA MAGNETIC  RM 1 AND 112.8 FEET (34.4
 DF7131'METERS)
 DF7131'SOUTHEAST OF PAOLA MAGNETIC RM 2.
 DF7131'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2019 ***********************************************************************
 JE2019  DESIGNATION -  PAOLA MIAMI CO CTHSE SPIRE
 JE2019  PID         -  JE2019
 JE2019  STATE/COUNTY-  KS/MIAMI
 JE2019  USGS QUAD   -  PAOLA WEST (1973)
 JE2019
 JE2019                         *CURRENT SURVEY CONTROL
 JE2019  ___________________________________________________________________
 JE2019* NAD 83(1997)-  38 34 14.84715(N)    094 52 42.98189(W)     ADJUSTED  
 JE2019* NAVD 88     -                                                        
 JE2019  ___________________________________________________________________
 JE2019  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 JE2019  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE2019
 JE2019  HORZ ORDER  -  THIRD
 JE2019
 JE2019.The horizontal coordinates were established by classical geodetic methods
 JE2019.and adjusted by the National Geodetic Survey in October 1998..
 JE2019
 JE2019
 JE2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2019
 JE2019.The geoid height was determined by GEOID03.
 JE2019
 JE2019;                    North         East     Units Scale Factor Converg.
 JE2019;SPC KS S     -   617,464.684   715,515.687   MT  1.00000082   +2 13 31.6
 JE2019;UTM  15      - 4,270,821.660   336,343.404   MT  0.99992984   -1 10 17.5
 JE2019
 JE2019                          SUPERSEDED SURVEY CONTROL
 JE2019
 JE2019  NAD 83(1986)-  38 34 14.85453(N)    094 52 42.98128(W) AD(       ) 4
 JE2019  NAD 27      -  38 34 14.81500(N)    094 52 42.10900(W) AD(       ) 3
 JE2019
 JE2019.Superseded values are not recommended for survey control.
 JE2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2019.See file dsdata.txt to determine how the superseded data were derived.
 JE2019
 JE2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3634370822(NAD 83)
 JE2019_MARKER: 89 = SPIRE
 JE2019
 JE2019  HISTORY     - Date     Condition        Report By
 JE2019  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE2019  HISTORY     - 20051021 GOOD             GEOCAC
 JE2019  HISTORY     - 20060908 GOOD             INDIV
 JE2019
 JE2019                          STATION DESCRIPTION
 JE2019
 JE2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2019'LOCATED 2 BLOCKS SOUTH OF THE SQUARE, 1/2 BLOCK NORTH OF
 JE2019'PEARL STREET AND 1/2 BLOCK EAST OF SILVER STREET (U.S. HIGHWAY
 JE2019'169).
 JE2019'
 JE2019'IT IS A RED BRICK BUILDING WITH THE HIGHER ONE OF FOUR SPIRES
 JE2019'ON THE SOUTHEAST CORNER OF THE BUILDING.  THE HEIGHT IS ABOUT
 JE2019'100 FEET AND THE POINT OBSERVED UPON WAS THE TOP OF THE
 JE2019'HIGHEST SPIRE.
 JE2019
 JE2019                          STATION RECOVERY (2005)
 JE2019
 JE2019'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE2019'RECOVERED IN GOOD CONDITION.
 JE2019
 JE2019                          STATION RECOVERY (2006)
 JE2019
 JE2019'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE2019'A CLOCK FACE IS NEAR THE ROOF TO THE EAST AND SOUTH SIDES OF THE
 JE2019'SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2016 ***********************************************************************
 JE2016  DESIGNATION -  PAOLA MUNICIPAL TANK
 JE2016  PID         -  JE2016
 JE2016  STATE/COUNTY-  KS/MIAMI
 JE2016  USGS QUAD   -  PAOLA EAST (1973)
 JE2016
 JE2016                         *CURRENT SURVEY CONTROL
 JE2016  ___________________________________________________________________
 JE2016* NAD 83(1997)-  38 34 32.37367(N)    094 52 21.88722(W)     ADJUSTED  
 JE2016* NAVD 88     -                                                        
 JE2016  ___________________________________________________________________
 JE2016  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 JE2016  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE2016
 JE2016  HORZ ORDER  -  THIRD
 JE2016
 JE2016.The horizontal coordinates were established by classical geodetic methods
 JE2016.and adjusted by the National Geodetic Survey in October 1998..
 JE2016
 JE2016
 JE2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2016
 JE2016.The geoid height was determined by GEOID03.
 JE2016
 JE2016;                    North         East     Units Scale Factor Converg.
 JE2016;SPC KS S     -   618,024.558   716,004.933   MT  1.00000179   +2 13 44.6
 JE2016;UTM  15      - 4,271,351.522   336,864.928   MT  0.99992774   -1 10 04.8
 JE2016
 JE2016                          SUPERSEDED SURVEY CONTROL
 JE2016
 JE2016  NAD 83(1986)-  38 34 32.38106(N)    094 52 21.88642(W) AD(       ) 4
 JE2016  NAD 27      -  38 34 32.34425(N)    094 52 21.02645(W) AD(       ) 3
 JE2016
 JE2016.Superseded values are not recommended for survey control.
 JE2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2016.See file dsdata.txt to determine how the superseded data were derived.
 JE2016
 JE2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC3686571352(NAD 83)
 JE2016_MARKER: 53 = ELEVATED TANK
 JE2016
 JE2016  HISTORY     - Date     Condition        Report By
 JE2016  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE2016  HISTORY     - 20060908 GOOD             INDIV
 JE2016
 JE2016                          STATION DESCRIPTION
 JE2016
 JE2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2016'LOCATED AT THE NORTHEAST EDGE OF TOWN, 1/2 BLOCK SOUTHEAST
 JE2016'OF THE CORNER OF OAK AND TOWER STREETS, 80 FEET SOUTH OF
 JE2016'TOWER STREET AND 125 FEET EAST OF OAK STREET.
 JE2016'
 JE2016'IT IS A 6-LEGGED STEEL STRUCTURE PAINTED BLACK SUPPORTING
 JE2016'A SQUAT-TYPE TANK PAINTED SILVER.  THE HEIGHT IS ABOUT 125 FEET
 JE2016'AND THE POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX
 JE2016'OF THE TANK.
 JE2016
 JE2016                          STATION RECOVERY (2006)
 JE2016
 JE2016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SGK)
 JE2016'THE 6 LEGS AND TANK ARE PAINTED WHITE.  THE ROOF IS PAINTED
 JE2016'BLUE-GREEN.
 JE2016' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0652 ***********************************************************************
 KG0652  DESIGNATION -  PARADISE
 KG0652  PID         -  KG0652
 KG0652  STATE/COUNTY-  KS/RUSSELL
 KG0652  USGS QUAD   -  PARADISE (1978)
 KG0652
 KG0652                         *CURRENT SURVEY CONTROL
 KG0652  ___________________________________________________________________
 KG0652* NAD 83(1997)-  39 04 27.60293(N)    098 55 55.64665(W)     ADJUSTED  
 KG0652* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 KG0652  ___________________________________________________________________
 KG0652  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 KG0652  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 KG0652
 KG0652  HORZ ORDER  -  SECOND
 KG0652
 KG0652.The horizontal coordinates were established by classical geodetic methods
 KG0652.and adjusted by the National Geodetic Survey in October 1998..
 KG0652
 KG0652.The orthometric height was scaled from a topographic map.
 KG0652
 KG0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0652
 KG0652.The geoid height was determined by GEOID03.
 KG0652
 KG0652;                    North         East     Units Scale Factor Converg.
 KG0652;SPC KS N     -    82,674.244   319,342.525   MT  0.99996156   -0 35 23.2
 KG0652;UTM  14      - 4,325,027.768   505,871.341   MT  0.99960042   +0 02 34.0
 KG0652
 KG0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0652!SPC KS N     -   0.99991683  x   0.99996156  =   0.99987839
 KG0652!UTM  14      -   0.99991683  x   0.99960042  =   0.99951728
 KG0652
 KG0652:                Primary Azimuth Mark                     Grid Az
 KG0652:SPC KS N     -  PARADISE MUNICIPAL STANDPIPE             016 44 20.4
 KG0652:UTM  14      -  PARADISE MUNICIPAL STANDPIPE             016 06 23.2
 KG0652
 KG0652|---------------------------------------------------------------------|
 KG0652| PID    Reference Object                     Distance      Geod. Az  |
 KG0652|                                                           dddmmss.s |
 KG0652| KG0651 PARADISE MUNICIPAL STANDPIPE        APPROX. 5.0 KM 0160857.2 |
 KG0652| CN9423 PARADISE RM 1                        17.729 METERS 08950     |
 KG0652| CN9422 PARADISE AZ MK                                     0900625.9 |
 KG0652| CN9424 PARADISE RM 2                        18.857 METERS 27226     |
 KG0652|---------------------------------------------------------------------|
 KG0652
 KG0652                          SUPERSEDED SURVEY CONTROL
 KG0652
 KG0652  NAD 83(1986)-  39 04 27.61049(N)    098 55 55.64716(W) AD(       ) 2
 KG0652  NAD 27      -  39 04 27.56900(N)    098 55 54.33600(W) AD(       ) 2
 KG0652
 KG0652.Superseded values are not recommended for survey control.
 KG0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0652.See file dsdata.txt to determine how the superseded data were derived.
 KG0652
 KG0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ0587125028(NAD 83)
 KG0652_MARKER: DS = TRIANGULATION STATION DISK
 KG0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0652
 KG0652  HISTORY     - Date     Condition        Report By
 KG0652  HISTORY     - 1950     MONUMENTED       CGS
 KG0652  HISTORY     - 1960     SEE DESCRIPTION  CGS
 KG0652  HISTORY     - 1965     GOOD             CGS
 KG0652
 KG0652                          STATION DESCRIPTION
 KG0652
 KG0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0652'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH HILL ABOUT
 KG0652'5.5 MILES EAST AND 2.0 MILES NORTH OF FAIRPORT AND 3.0 MILES SOUTH
 KG0652'AND 0.5 MILE WEST OF PARADISE.  IT IS 45.0 FEET WEST OF THE CENTER
 KG0652'OF A WIRE GATE, 16.0 FEET NORTH OF THE CENTER OF A GRADED ROAD,
 KG0652'5.0 FEET SOUTH OF A FENCE AND 4.5 FEET SOUTH OF A WITNESS POST.
 KG0652'IT PROJECTS 4 INCHES AND IS STAMPED PARADISE 1950.
 KG0652'
 KG0652'REFERENCE MARK NO. 1 IS 16.0 FEET NORTH OF THE CENTER OF A GRADED
 KG0652'ROAD, 15.0 FEET EAST OF THE CENTER OF A WIRE GATE AND 5.0 FEET
 KG0652'SOUTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED
 KG0652'PARADISE NO 1 1950.
 KG0652'
 KG0652'REFERENCE MARK NO. 2 IS 18.0 FEET NORTH OF THE CENTER OF A GRADED
 KG0652'ROAD AND 3.0 FEET SOUTH OF A FENCE.  IT PROJECTS 4 INCHES AND IS
 KG0652'STAMPED PARADISE NO 2 1950.
 KG0652'
 KG0652'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KG0652'IS 120.0 FEET.
 KG0652'
 KG0652'THE AZIMUTH MARK IS 22.0 FEET NORTH OF THE CENTER OF A GRADED
 KG0652'ROAD, 10.0 FEET WEST OF THE CENTER OF A WIRE GATE, 2.0 FEET
 KG0652'NORTH-NORTHEAST OF A WITNESS POST AND 1.0 FOOT NORTH OF A FENCE.
 KG0652'IT PROJECTS 4 INCHES AND IS STAMPED PARADISE 1950.
 KG0652'
 KG0652'TO REACH THE STATION FROM THE POST OFFICE IN PARADISE, GO SOUTH ON
 KG0652'A GRAVELED ROAD FOR 0.7 MILE TO A FORK, TAKE THE RIGHT FORK AND GO
 KG0652'WEST ON THE MAIN ROAD FOR 0.35 MILE TO A FORK.  HERE TAKE THE LEFT
 KG0652'FORK AND GO SOUTH AND WEST ON A GRAVELED ROAD FOR 1.95 MILES TO A
 KG0652'T ROAD ON THE LEFT, TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A
 KG0652'CROSSROAD, TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.75 MILE
 KG0652'TO THE TOP OF THE HILL AND THE STATION ON THE LEFT AS
 KG0652'DESCRIBED.
 KG0652'
 KG0652'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON A GRADED
 KG0652'ROAD FOR 0.6 MILE TO THE TOP OF A RISE AND THE MARK ON THE LEFT AS
 KG0652'DESCRIBED.
 KG0652'
 KG0652'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KG0652
 KG0652                          STATION RECOVERY (1960)
 KG0652
 KG0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FAR)
 KG0652'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KG0652'GOOD CONDITION EXCEPT THE STATION MARK AND REFERENCE MARK NO. 1.
 KG0652'THE DIRT HAD BEEN GRADED AWAY FROM THE SOUTH SIDE OF THESE TWO TO
 KG0652'A DEPTH OF ABOUT 1 FOOT.  BOTH MARKS WERE SOLID IN THE GROUND, SO
 KG0652'THE EARTH AROUND THE MARKS WAS LEVELED OFF AND A NEW STEEL
 KG0652'WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK WHICH
 KG0652'PROJECTS ABOUT 6 INCHES, NOW.  THIS SECTION-LINE ROAD WAS
 KG0652'REGRADED RECENTLY, BUT IT IS NOT USED VERY OFTEN, AND THE MARKS
 KG0652'SHOULD BE SAFE FOR MANY YEARS TO COME.
 KG0652'
 KG0652'TO REACH THE STATION FROM THE RAILROAD STATION IN PARADISE,
 KG0652'GO SOUTH AND WEST ON THE MAIN GRAVEL ROAD FOR 3.0 MILES TO A T-ROAD
 KG0652'ON THE LEFT.  TURN LEFT AND GO SOUTH ON GRADED ROAD FOR 1.0 MILE
 KG0652'TO CROSSROADS.  TURN LEFT AND GO EAST FOR 0.75 MILE TO THE TOP
 KG0652'OF HILL AND THE STATION ON THE LEFT AS DESCRIBED.
 KG0652
 KG0652                          STATION RECOVERY (1965)
 KG0652
 KG0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CA)
 KG0652'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 KG0652'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KG0652'
 KG0652'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0651 ***********************************************************************
 KG0651  DESIGNATION -  PARADISE MUNICIPAL STANDPIPE
 KG0651  PID         -  KG0651
 KG0651  STATE/COUNTY-  KS/RUSSELL
 KG0651  USGS QUAD   -  PARADISE (1978)
 KG0651
 KG0651                         *CURRENT SURVEY CONTROL
 KG0651  ___________________________________________________________________
 KG0651* NAD 83(1997)-  39 07 04.65080(N)    098 54 57.26801(W)     ADJUSTED  
 KG0651* NAVD 88     -                                                        
 KG0651  ___________________________________________________________________
 KG0651  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 KG0651  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 KG0651
 KG0651  HORZ ORDER  -  THIRD
 KG0651
 KG0651.The horizontal coordinates were established by classical geodetic methods
 KG0651.and adjusted by the National Geodetic Survey in October 1998..
 KG0651
 KG0651
 KG0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0651
 KG0651.The geoid height was determined by GEOID03.
 KG0651
 KG0651;                    North         East     Units Scale Factor Converg.
 KG0651;SPC KS N     -    87,502.552   320,794.667   MT  0.99995952   -0 34 46.2
 KG0651;UTM  14      - 4,329,870.069   507,269.587   MT  0.99960065   +0 03 11.0
 KG0651
 KG0651                          SUPERSEDED SURVEY CONTROL
 KG0651
 KG0651  NAD 83(1986)-  39 07 04.65822(N)    098 54 57.26856(W) AD(       ) 4
 KG0651  NAD 27      -  39 07 04.62000(N)    098 54 55.96000(W) AD(       ) 3
 KG0651
 KG0651.Superseded values are not recommended for survey control.
 KG0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0651.See file dsdata.txt to determine how the superseded data were derived.
 KG0651
 KG0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ0727029870(NAD 83)
 KG0651_MARKER: 52 = STANDPIPE TANK
 KG0651
 KG0651  HISTORY     - Date     Condition        Report By
 KG0651  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0651
 KG0651                          STATION DESCRIPTION
 KG0651
 KG0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0651'THE STATION IS LOCATED ON THE TOP OF A HILL AT THE EXTREME NORTH
 KG0651'EDGE OF PARADISE.  IT IS 82.0 FEET EAST OF THE CENTER OF THE MAIN
 KG0651'STREET, 69.0 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND
 KG0651'0.05 MILE SOUTH OF STATE HIGHWAY NO. 18.
 KG0651'
 KG0651'IT IS A CYLINDRICAL MASONRY STRUCTURE OF BUFF COLORED SANDSTONE
 KG0651'32.0 FEET IN DIAMETER AND HAS A FLAT CONCRETE ROOF WITH A
 KG0651'FINIAL IN THE CENTER.  IT HAS AN OVER-ALL HEIGHT OF 70.0 FEET
 KG0651'AND THE POINT OBSERVED UPON WAS THE FINIAL IN THE CENTER OF THE
 KG0651'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0772 ***********************************************************************
 HF0772  DESIGNATION -  PARK
 HF0772  PID         -  HF0772
 HF0772  STATE/COUNTY-  KS/SUMNER
 HF0772  USGS QUAD   -  MAYFIELD (1971)
 HF0772
 HF0772                         *CURRENT SURVEY CONTROL
 HF0772  ___________________________________________________________________
 HF0772* NAD 83(1997)-  37 15 29.97108(N)    097 31 47.83909(W)     ADJUSTED  
 HF0772* NAVD 88     -       386.849  (meters)    1269.19   (feet)  ADJUSTED  
 HF0772  ___________________________________________________________________
 HF0772  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 HF0772  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0772  DYNAMIC HT  -         386.532 (meters)    1268.15  (feet)  COMP
 HF0772  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 HF0772
 HF0772  HORZ ORDER  -  SECOND
 HF0772  VERT ORDER  -  SECOND    CLASS 0
 HF0772
 HF0772.The horizontal coordinates were established by classical geodetic methods
 HF0772.and adjusted by the National Geodetic Survey in October 1998..
 HF0772
 HF0772.The orthometric height was determined by differential leveling
 HF0772.and adjusted by the National Geodetic Survey in June 1991..
 HF0772
 HF0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0772
 HF0772.The geoid height was determined by GEOID03.
 HF0772
 HF0772.The dynamic height is computed by dividing the NAVD 88
 HF0772.geopotential number by the normal gravity value computed on the
 HF0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0772.degrees latitude (g = 980.6199 gals.).
 HF0772
 HF0772.The modeled gravity was interpolated from observed gravity values.
 HF0772
 HF0772;                    North         East     Units Scale Factor Converg.
 HF0772;SPC KS S     -   466,113.243   486,050.908   MT  1.00000165   +0 35 46.0
 HF0772;UTM  14      - 4,124,542.425   630,358.833   MT  0.99980933   +0 53 24.4
 HF0772
 HF0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0772!SPC KS S     -   0.99994379  x   1.00000165  =   0.99994544
 HF0772!UTM  14      -   0.99994379  x   0.99980933  =   0.99975313
 HF0772
 HF0772|---------------------------------------------------------------------|
 HF0772| PID    Reference Object                     Distance      Geod. Az  |
 HF0772|                                                           dddmmss.s |
 HF0772| HF0771 PARK RM 1                            59.018 METERS 13714     |
 HF0772| HF0770 PARK RM 2                            44.361 METERS 18131     |
 HF0772| HF1371 PARK A STATION                       59.961 METERS 25518     |
 HF0772| HF1370 MAYFIELD FARMERS COOP ELEVATOR      APPROX. 5.1 KM 2732229.1 |
 HF0772| HF0774 FIELD                               APPROX. 0.8 KM 3451729.0 |
 HF0772|---------------------------------------------------------------------|
 HF0772
 HF0772                          SUPERSEDED SURVEY CONTROL
 HF0772
 HF0772  NAD 83(1997)-  37 15 29.97482(N)    097 31 47.83721(W) AD(       ) 2
 HF0772  NAD 83(1986)-  37 15 29.98053(N)    097 31 47.83204(W) AD(       ) 2
 HF0772  NAD 27      -  37 15 29.90289(N)    097 31 46.65811(W) AD(       ) 2
 HF0772  NGVD 29 (??/??/92)  386.729  (m)         1268.79   (f) ADJ UNCH    2 0
 HF0772
 HF0772.Superseded values are not recommended for survey control.
 HF0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0772.See file dsdata.txt to determine how the superseded data were derived.
 HF0772
 HF0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3035924542(NAD 83)
 HF0772_MARKER: DS = TRIANGULATION STATION DISK
 HF0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0772_STAMPING: PARK 1962
 HF0772_MARK LOGO: CGS   
 HF0772_PROJECTION: RECESSED 30 CENTIMETERS
 HF0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0772+STABILITY: SURFACE MOTION
 HF0772
 HF0772  HISTORY     - Date     Condition        Report By
 HF0772  HISTORY     - 1962     MONUMENTED       CGS
 HF0772  HISTORY     - 1962     GOOD             CGS
 HF0772  HISTORY     - 19620621 GOOD             NGS
 HF0772
 HF0772                          STATION DESCRIPTION
 HF0772
 HF0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0772'THE STATION IS ABOUT 0.8 MILE EAST OF MAYFIELD, IN THE NORTHEAST
 HF0772'CORNER OF CROSSROAD AND ON LAND OWNED BY MR. RERICK.
 HF0772'
 HF0772'TO REACH THE STATION FROM THE POST OFFICE IN MAYFIELD, GO SOUTH
 HF0772'ON A GRAVELED ROAD FOR 0.3 MILE TO A T-INTERSECTION AND THE
 HF0772'MAYFIELD, WELLINGTON MUN. WATER TANK ON THE LEFT.  TURN LEFT,
 HF0772'EAST, ON A BLACKTOP ROAD FOR 0.8 MILE TO A CROSSROAD AND THE
 HF0772'STATION IN THE NORTHEAST ANGLE OF THE CROSSROAD.
 HF0772'
 HF0772'STATION MARKS ARE STANDARD DISKS STAMPED PARK 1962.  THE SURFACE
 HF0772'DISK IS SET IN A SQUARE CONCRETE POST WHICH IS 12 INCHES BELOW
 HF0772'THE SURFACE OF THE GROUND.  IT IS 115 FEET NORTH OF THE CENTER OF
 HF0772'THE BLACKTOP ROAD, 74 FEET EAST OF THE CENTER OF A DIRT ROAD
 HF0772'(ROAD WAS UNDER CONSTRUCTION), 34 FEET SOUTH OF A FENCE AND 33
 HF0772'FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 HF0772'IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE SURFACE
 HF0772'OF THE GROUND.
 HF0772'
 HF0772'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PARK NO 1 1962, IS SET
 HF0772'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 29 FEET
 HF0772'SOUTH OF THE CENTER OF THE BLACKTOP ROAD, 28 FEET WEST OF THE
 HF0772'CENTER OF THE ENTRANCE TO A SMALL PARK, 1 FOOT EAST OF A POWER
 HF0772'POLE AND AT THE NORTH EDGE OF THE SMALL PARK.
 HF0772'
 HF0772'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PARK NO 2 1962, IS
 HF0772'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 HF0772'THE GROUND.  IT IS 68 FEET EAST OF THE CENTER OF A GRAVELED
 HF0772'ROAD, 31 FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD, 13 FEET
 HF0772'EAST OF A POWER POLE, 1 FOOT WEST OF A CONCRETE RIGHT-OF-WAY
 HF0772'MARKER, IN THE SOUTHEAST ANGLE OF THE CROSSROAD AND AT THE NORTH
 HF0772'EDGE OF THE SMALL PARK.
 HF0772'
 HF0772'NOTE- REFERENCE MARKS MEASURED WITH A 300 FOOT TAPE.
 HF0772'
 HF0772'TRIANGULATION STATION FIELD WAS USED FOR THE AZIMUTH MARK, FOR
 HF0772'INFORMATION ON THE MARK, SEE THE DESCRIPTION FOR STATION FIELD.
 HF0772'
 HF0772'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 HF0772
 HF0772                          STATION RECOVERY (1962)
 HF0772
 HF0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0772'0.9 MI E FROM MAYFIELD.
 HF0772'0.7 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0772'FROM THE STATION AT MAYFIELD, THENCE 0.2 MILE SOUTH ALONG A
 HF0772'BLACKTOP ROAD TO THE INTERSECTION OF A EAST AND WEST BLACKTOP
 HF0772'ROAD, 115 FEET NORTH OF THE CENTERLINE OF BLACKTOP ROAD, 74 FEET
 HF0772'EAST OF THE CENTER OF BLACKTOP ROAD, 34 FEET SOUTH OF A FENCE,
 HF0772'33 FEET SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A
 HF0772'CONCRETE POST WHICH IS 1.0 FEET BELOW THE SURFACE OF THE GROUND.
 HF0772
 HF0772                          STATION RECOVERY (1962)
 HF0772
 HF0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 (CLN)
 HF0772'THE STATION MARK, REFERENCE MARKS 1, 2 AND STATION--FIELD--, USED AS
 HF0772'THE AZIMUTH MARK, WERE ALL RECOVERED IN GOOD CONDITION.  THE DISTANCES
 HF0772'AND DIRECTIONS TO THE REFERENCE MARKS AGREED WITH 1962 DATA, AS DID
 HF0772'THE DIRECTION TO A DISTANT LANDMARK.  THE UNDERGROUND MARK WAS NOT
 HF0772'INSPECTED.  DUE TO ROAD CHANGES, A NEW DESCRIPTION FOLLOWS.  THE
 HF0772'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF U.S HIGHWAY 160,
 HF0772'1.3 KM (0.80 MI) EAST OF MAYFIELD, AT A ROAD INTERSECTION AND ON
 HF0772'PROPERTY OWNED BY CHARLES GLENN, RURAL ROUT 1, MAYFIELD, KS 67103.  TO
 HF0772'REACH THE STATION FROM THE POST OFFICE IN MAYFIELD, GO SOUTH ON A
 HF0772'GRAVELED ROAD FOR 0.56 KM (0.35 MI) TO A T-ROAD.  TURN LEFT AND GO
 HF0772'EAST ON A GRAVELED ROAD, WHICH BECOMES PAVED, FOR 1.29 KM (0.80 MI) TO
 HF0772'A PAVED CROSSROAD AND THE STATION ON THE LEFT, IN THE NORTHEAST ANGLE
 HF0772'OF THE INTERSECTION.  THE STATION IS A STANDARD CGS DISK
 HF0772'STAMPED---PARK 1962---, SET INTO THE TOP OF A SQUARE CONCRETE
 HF0772'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED 12 INCHES (30 CM)
 HF0772'BELOW THE GROUND. THE STATION IS LOCATED 35.1 METERS (115.2 FT) NORTH
 HF0772'FROM THE CENTERLINE OF THE EAST/WEST ROAD, 22.6 METERS (74.1 FT) EAST
 HF0772'FROM THE CENTERLINE OF A NORTH/SOUTH ROAD, 10.06 METERS (33.01 FT)
 HF0772'SOUTH FROM AN OLD FENCE LINE, 18.45 METERS (60.53 FT) SOUTHEAST FROM
 HF0772'THE EAST END OF A CONCRETE TUBE CULVERT.  REFERENCE MARK NO 1 IS A
 HF0772'STANDARD CGS DISK STAMPED---PARK NO 1 1962---, SET INTO THE TOP OF A
 HF0772'SQUARE CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH
 HF0772'GROUND.  THE STATION IS LOCATED 24.08 METERS (79.00 FT) NORTHEAST FROM
 HF0772'THE CENTER OF A GRANITE MARKER FOR THE CHISHOLM TRAIL, 9.45 METERS
 HF0772'(31.00 FT) SOUTH FROM THE CENTERLINE OF THE EAST/WEST ROAD, 6.1 METERS
 HF0772'(20.0 FT) WEST FROM THE CENTERLINE OF THE EAST ENTRANCE TO A SMALL
 HF0772'PARK, 0.30 METERS (0.98 FT) EAST FROM A POWERLINE POLE, AND 0.1 METERS
 HF0772'(0.3 FT) LOWER THAN THE STATION.  REFERENCE MARK NO 2 IS A STANDARD
 HF0772'CGS DISK STAMPED---PARK NO 2 1962---, SET INTO THE TOP OF A SQUARE
 HF0772'CONCRETE MONUMENT, 10 INCHES (25 CM) IN DIAMETER, FLUSH, WITH GROUND.
 HF0772'THE STATION IS LOCATED 20.4 METERS (66.9 FT) EAST FROM THE CENTERLINE
 HF0772'OF THE NORTH/SOUTH ROAD, 28.96 METERS (95.01 FT) NORTHWEST FROM THE
 HF0772'CENTER OF THE GRANITE, CHISOLM TRAIL MONUMENT, 9.8 METERS (32.2 FT)
 HF0772'SOUTH FROM THE CENTERLINE OF THE EAST/WEST ROAD, AND 0.1 METERS (0.3
 HF0772'FT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0595 ***********************************************************************
 JF0595  CBN         -  This is a Cooperative Base Network Control Station.
 JF0595  DESIGNATION -  PARK
 JF0595  PID         -  JF0595
 JF0595  STATE/COUNTY-  KS/SALINE
 JF0595  USGS QUAD   -  NILES (1978)
 JF0595
 JF0595                         *CURRENT SURVEY CONTROL
 JF0595  ___________________________________________________________________
 JF0595* NAD 83(1997)-  38 55 42.31439(N)    097 23 25.86999(W)     ADJUSTED  
 JF0595* NAVD 88     -       375.787  (meters)    1232.89   (feet)  ADJUSTED  
 JF0595  ___________________________________________________________________
 JF0595  X           -    -639,117.825 (meters)                     COMP
 JF0595  Y           -  -4,927,317.947 (meters)                     COMP
 JF0595  Z           -   3,986,356.866 (meters)                     COMP
 JF0595  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 JF0595  ELLIP HEIGHT-         347.66  (meters)          (08/12/03) GPS OBS
 JF0595  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 JF0595  DYNAMIC HT  -         375.541 (meters)    1232.09  (feet)  COMP
 JF0595  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 JF0595
 JF0595  HORZ ORDER  -  A
 JF0595  VERT ORDER  -  SECOND    CLASS 0
 JF0595  ELLP ORDER  -  FOURTH    CLASS I
 JF0595
 JF0595.The horizontal coordinates were established by GPS observations
 JF0595.and adjusted by the National Geodetic Survey in August 2003..
 JF0595
 JF0595.The orthometric height was determined by differential leveling
 JF0595.and adjusted by the National Geodetic Survey in June 1991..
 JF0595.WARNING-GPS observations at this control monument resulted in a GPS
 JF0595.derived orthometric height which differed from the leveled height by
 JF0595.more than one decimeter (0.1 meter).
 JF0595
 JF0595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF0595
 JF0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0595
 JF0595.The ellipsoidal height was determined by GPS observations
 JF0595.and is referenced to NAD 83.
 JF0595
 JF0595.The geoid height was determined by GEOID03.
 JF0595
 JF0595.The dynamic height is computed by dividing the NAVD 88
 JF0595.geopotential number by the normal gravity value computed on the
 JF0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0595.degrees latitude (g = 980.6199 gals.).
 JF0595
 JF0595.The modeled gravity was interpolated from observed gravity values.
 JF0595
 JF0595;                    North         East     Units Scale Factor Converg.
 JF0595;SPC KS N     -    66,238.851   452,848.416   MT  0.99997258   +0 23 08.3
 JF0595;UTM  14      - 4,310,064.824   639,511.958   MT  0.99983967   +1 00 41.3
 JF0595
 JF0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0595!SPC KS N     -   0.99994546  x   0.99997258  =   0.99991804
 JF0595!UTM  14      -   0.99994546  x   0.99983967  =   0.99978513
 JF0595
 JF0595:                Primary Azimuth Mark                     Grid Az
 JF0595:SPC KS N     -  SOLO                                     087 44 44.7
 JF0595:UTM  14      -  SOLO                                     087 07 11.7
 JF0595
 JF0595|---------------------------------------------------------------------|
 JF0595| PID    Reference Object                     Distance      Geod. Az  |
 JF0595|                                                           dddmmss.s |
 JF0595| JF0601 SOLO                                APPROX. 3.2 KM 0880753.0 |
 JF0595| JF1506 SOLOMON MUN TANK                    APPROX. 2.0 KM 1082520.2 |
 JF0595| JF0594 PARK RM 1                            20.791 METERS 20622     |
 JF0595| JF0593 PARK RM 2                             9.330 METERS 25740     |
 JF0595| JF1587 NEW CAMBRIA UP RR COMM TWR          APPROX.11.4 KM 2591318.9 |
 JF0595|---------------------------------------------------------------------|
 JF0595
 JF0595                          SUPERSEDED SURVEY CONTROL
 JF0595
 JF0595  NAD 83(1997)-  38 55 42.31592(N)    097 23 25.87143(W) AD(       ) 2
 JF0595  NAD 83(1986)-  38 55 42.32549(N)    097 23 25.87175(W) AD(       ) 2
 JF0595  NAD 27      -  38 55 42.32540(N)    097 23 24.77684(W) AD(       ) 2
 JF0595  NGVD 29 (??/??/92)  375.689  (m)         1232.57   (f) ADJ UNCH    2 0
 JF0595
 JF0595.Superseded values are not recommended for survey control.
 JF0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0595.See file dsdata.txt to determine how the superseded data were derived.
 JF0595
 JF0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ3951210065(NAD 83)
 JF0595_MARKER: DE = TRAVERSE STATION DISK
 JF0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0595_SP_SET: OVERPASS
 JF0595_STAMPING: PARK 1970
 JF0595_MARK LOGO: CGS   
 JF0595_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0595+STABILITY: SURFACE MOTION
 JF0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0595+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 JF0595
 JF0595  HISTORY     - Date     Condition        Report By
 JF0595  HISTORY     - 1970     MONUMENTED       CGS
 JF0595  HISTORY     - 1970     GOOD             NGS
 JF0595  HISTORY     - 19860621 GOOD             NGS
 JF0595  HISTORY     - 20021010 GOOD             NGS
 JF0595
 JF0595                          STATION DESCRIPTION
 JF0595
 JF0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (CAA)
 JF0595'THE STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF SOLOMON,
 JF0595'ABOUT 0.3 MILE EAST OF A ROADSIDE REST AREA, AT THE NORTHEAST
 JF0595'END OF AN OVERPASS WHERE FAS ROAD 1637 CROSSES OVER INTERSTATE
 JF0595'70, IN THE NE 1/4 OF SECTION 13, T13S, R1W, AND ON THE ROAD
 JF0595'RIGHT-OF-WAY.
 JF0595'
 JF0595'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 221 AND
 JF0595'I 70 AT THE NORTH EDGE OF SOLOMON, GO WEST ON I 70 FOR 1.0
 JF0595'MILE TO AN OVERPASS AND THE STATION AS DESCRIBED.
 JF0595'
 JF0595'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED PARK
 JF0595'1970.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF0595'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 JF0595'IT IS 16 FEET EAST OF THE APPROXIMATE CENTER OF FAS ROAD 1637,
 JF0595'6.4 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE OVERPASS,
 JF0595'AND 3.4 FEET EAST OF A METAL WITNESS POST WITH SIGN.  THE
 JF0595'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 JF0595'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 JF0595'
 JF0595'REFERENCE MARK 1, A STANDARD DISK STAMPED PARK NO 1 1970, IS
 JF0595'SET IN A DRILL-HOLE IN THE CONCRETE RAIL OF THE OVERPASS, AND IS
 JF0595'FLUSH WITH THE CONCRETE SURFACE.  IT IS 68.7 FEET SOUTHWEST OF
 JF0595'THE WITNESS POST, 55.4 FEET SOUTH OF THE NORTHWEST CORNER OF
 JF0595'THE OVERPASS, AND 13 FEET WEST OF THE APPROXIMATE CENTER OF THE
 JF0595'OVERPASS.
 JF0595'
 JF0595'REFERENCE MARK 2, A STANDARD DISK STAMPED PARK NO 2 1970, IS
 JF0595'SET IN A DRILL-HOLE IN THE CONCRETE RAIL OF THE OVERPASS, AND
 JF0595'IS FLUSH WITH THE CONCRETE SURFACE.  IT IS 28.3 FEET
 JF0595'WEST-SOUTHWEST OF THE WITNESS POST, 13 FEET WEST OF THE
 JF0595'APPROXIMATE CENTER OF THE OVERPASS, AND 0.9 FOOT SOUTH OF THE
 JF0595'NORTHWEST CORNER OF THE OVERPASS.
 JF0595'
 JF0595'STATION SOLO WILL SERVE AS THE AZIMUTH FOR THIS STATION (SEE
 JF0595'DESCRIPTION THEREOF).
 JF0595'
 JF0595'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 JF0595
 JF0595                          STATION RECOVERY (1970)
 JF0595
 JF0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF0595'1 MI W FROM SOLOMON.
 JF0595'ABOUT 1.0 MILE WEST ALONG INTERSTATE HIGHWAY 70 FROM COUNTY
 JF0595'LINE ROAD OVERPASS OVER I-70 AT SOLOMON, ON THE OUTSIDE OF A
 JF0595'CURVE WITH TANGENTS EXTENDING EAST AND SOUTHWEST, AT THE NORTH
 JF0595'END OF OVERPASS 29-9 OVER INTERSTATE HIGHWAY 70, 17 FEET EAST OF
 JF0595'THE CENTER LINE OF GRAVELED ROAD, 6 FEET NORTH OF THE NORTH EDGE
 JF0595'OF THE NORTH CONCRETE ABUTMENT FOR OVERPASS, 7 FEET NORTHEAST OF
 JF0595'THE NORTHWEST CORNER OF THE EAST CONCRETE GUARDRAIL BASE FOR THE
 JF0595'OVERPASS, 3.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT
 JF0595'1/2 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 JF0595'CONCRETE POST PROJECTING 0.2 FOOT.  SECTION 13, T 13 S, R 1 W.
 JF0595
 JF0595                          STATION RECOVERY (1986)
 JF0595
 JF0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 JF0595'THE SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 JF0595'ALL RECOVERED IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO THE
 JF0595'REFERENCE MARKS AGREED WITH 1970 DATA.  THE UNDERGROUND MARK WAS NOT
 JF0595'INSPECTED.  THE 1970 RECOVERY NOTE IS ADEQUATE FOR RECOVERY.  IT WAS
 JF0595'NOTED THE STATION IS EAST-SOUTHEAST FROM THE WITNESS POST, RATHER THAN
 JF0595'EAST.
 JF0595
 JF0595                          STATION RECOVERY (2002)
 JF0595
 JF0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 JF0595'THE STATION IS LOCATED ABOUT 22.53 KM (14.0 MI) NORTHEAST OF SALINA,
 JF0595'16.09 KM (10.0 MI)
 JF0595'WEST OF ABILENE, 1.6 KM (1.0 MI) WEST-NORTHWEST OF SOLOMON, 0.32 KM
 JF0595'(0.2 MI) EAST OF
 JF0595'AN INTERSTATE HIGHWAY 70 ROADSIDE REST AREA, AT THE NORTHEAST END OF A
 JF0595'GRAVEL COUNTY
 JF0595'ROAD OVERPASS THAT CROSSES OVER THE INTERSTATE HIGHWAY, IN THE
 JF0595'NORTHEAST QUARTER OF
 JF0595'SECTION 13, T13 S, R 1 W, AND ON ROAD RIGHT-OF-WAY.  OWNERSHIP--KANSAS
 JF0595'DEPARTMENT OF
 JF0595'TRANSPORTATION.
 JF0595' 
 JF0595'TO REACH THE STATION FROM THE STATE HIGHWAY 221 INTERCHANGE AND
 JF0595'INTERSTATE HIGHWAY
 JF0595'70 (EXIT 266), AT THE NORTH EDGE OF SOLOMON, GO WEST ON INTERSTATE
 JF0595'HIGHWAY 70 FOR 1.6 KM
 JF0595'(1.0 MI) TO AN OVERPASS OVER THE HIGHWAY AND THE STATION ATOP THE
 JF0595'EMBANKMENT ON THE
 JF0595'RIGHT.
 JF0595' 
 JF0595'THE STATION MARK IS A STANDARD CGS TRAVERSE DISK SET IN THE TOP OF A
 JF0595'30 CM ROUND
 JF0595'CONCRETE MONUMENT RECESSED 3 CM BELOW GROUND.  IT IS 5.18 M (17.0 FT)
 JF0595'EAST FROM THE
 JF0595'CENTER OF THE GRAVEL ROAD, 2.13 M (7.0 FT) NORTHEAST FROM THE
 JF0595'NORTHWEST CORNER OF THE
 JF0595'NORTHEAST CONCRETE GUARDRAIL BASE FOR THE OVERPASS, 1.83 M (6.0 FT)
 JF0595'NORTH FROM THE
 JF0595'NORTH EDGE OF THE NORTHEAST CONCRETE ABUTMENT FOR THE OVERPASS, AND
 JF0595'0.30 M (1.0 FT)
 JF0595'WEST FROM A METAL WITNESS POST.
 JF0595' 
 JF0595' 
 JF0595' 
 JF0595'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0536 ***********************************************************************
 HF0536  DESIGNATION -  PARK
 HF0536  PID         -  HF0536
 HF0536  STATE/COUNTY-  KS/SEDGWICK
 HF0536  USGS QUAD   -  VALLEY CENTER (1982)
 HF0536
 HF0536                         *CURRENT SURVEY CONTROL
 HF0536  ___________________________________________________________________
 HF0536* NAD 83(1997)-  37 46 54.19956(N)    097 19 31.91090(W)     ADJUSTED  
 HF0536* NAVD 88     -       423.431  (meters)    1389.21   (feet)  ADJUSTED  
 HF0536  ___________________________________________________________________
 HF0536  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HF0536  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF0536  DYNAMIC HT  -         423.100 (meters)    1388.12  (feet)  COMP
 HF0536  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 HF0536
 HF0536  HORZ ORDER  -  FIRST
 HF0536  VERT ORDER  -  SECOND    CLASS 0
 HF0536
 HF0536.The horizontal coordinates were established by classical geodetic methods
 HF0536.and adjusted by the National Geodetic Survey in October 1998..
 HF0536
 HF0536.The orthometric height was determined by differential leveling
 HF0536.and adjusted by the National Geodetic Survey in June 1991..
 HF0536
 HF0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0536
 HF0536.The geoid height was determined by GEOID03.
 HF0536
 HF0536.The dynamic height is computed by dividing the NAVD 88
 HF0536.geopotential number by the normal gravity value computed on the
 HF0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0536.degrees latitude (g = 980.6199 gals.).
 HF0536
 HF0536.The modeled gravity was interpolated from observed gravity values.
 HF0536
 HF0536;                    North         East     Units Scale Factor Converg.
 HF0536;SPC KS S     -   524,405.512   503,452.451   MT  0.99993872   +0 43 18.3
 HF0536;UTM  14      - 4,182,917.366   647,453.890   MT  0.99986781   +1 01 33.8
 HF0536
 HF0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0536!SPC KS S     -   0.99993808  x   0.99993872  =   0.99987681
 HF0536!UTM  14      -   0.99993808  x   0.99986781  =   0.99980590
 HF0536
 HF0536:                Primary Azimuth Mark                     Grid Az
 HF0536:SPC KS S     -  PARK CITY MUN TANK                       013 33 36.0
 HF0536:UTM  14      -  PARK CITY MUN TANK                       013 15 20.5
 HF0536
 HF0536|---------------------------------------------------------------------|
 HF0536| PID    Reference Object                     Distance      Geod. Az  |
 HF0536|                                                           dddmmss.s |
 HF0536| HF1269 PARK CITY MUN TANK                  APPROX. 1.8 KM 0141654.3 |
 HF0536| HF1265 KECHI RAD STA KEYN MAST             APPROX. 3.2 KM 0500404.3 |
 HF0536| HF1268 WICHITA HEIGHTS SCHOOL TANK         APPROX. 1.6 KM 0924127.6 |
 HF0536| HF0537 PARK RM 1                             8.724 METERS 11928     |
 HF0536| HF1227 WICHITA NE MUN TANK                 APPROX. 7.8 KM 1563738.2 |
 HF0536| HF1270 WICHITA RAD STA KFDI MAST           APPROX. 2.4 KM 1964621.2 |
 HF0536| HF1230 WICHITA RAD STA KFDI FM MAST        APPROX. 5.6 KM 2034814.9 |
 HF0536| HF0535 PARK RM 2                             7.304 METERS 23650     |
 HF0536| HF1271 VALLEY CTR HWY PATROL RAD TWR       APPROX. 6.1 KM 3522111.7 |
 HF0536|---------------------------------------------------------------------|
 HF0536
 HF0536                          SUPERSEDED SURVEY CONTROL
 HF0536
 HF0536  NAD 83(1997)-  37 46 54.20749(N)    097 19 31.90773(W) AD(       ) 1
 HF0536  NAD 83(1986)-  37 46 54.21160(N)    097 19 31.90816(W) AD(       ) 1
 HF0536  NAD 27      -  37 46 54.16862(N)    097 19 30.74363(W) AD(       ) 1
 HF0536  NGVD 29 (??/??/92)  423.282  (m)         1388.72   (f) ADJ UNCH    2 0
 HF0536
 HF0536.Superseded values are not recommended for survey control.
 HF0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0536.See file dsdata.txt to determine how the superseded data were derived.
 HF0536
 HF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4745482917(NAD 83)
 HF0536_MARKER: DE = TRAVERSE STATION DISK
 HF0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0536_STAMPING: PARK 1972
 HF0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0536+STABILITY: SURFACE MOTION
 HF0536
 HF0536  HISTORY     - Date     Condition        Report By
 HF0536  HISTORY     - 1972     MONUMENTED       NGS
 HF0536  HISTORY     - 1972     GOOD             NGS
 HF0536
 HF0536                          STATION DESCRIPTION
 HF0536
 HF0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF0536'THE STATION IS ABOUT 7 MILES NORTH OF THE CENTER OF WICHITA,
 HF0536'4 MILES SOUTH AND 2-1/2 MILES EAST OF VALLEY CENTER, 2-1/2
 HF0536'MILES WEST AND 1 MILE SOUTH OF KECHI, IN THE CENTER OF THE
 HF0536'SECTION LINE BETWEEN SECTIONS 16 AND 21, T. 26 S., R. 1 E.,
 HF0536'IN THE MEDIAN BETWEEN THE NORTH BOUND AND SOUTH BOUND LANES OF
 HF0536'OF INTERSTATE HIGHWAY 35 W.
 HF0536'
 HF0536'TO REACH THE STATION FROM THE POST OFFICE IN KECHI, GO WEST
 HF0536'ON 61ST STREET NORTH FOR 2.75 MILES TO THE JUNCTION WITH
 HF0536'INTERSTATE HIGHWAY 35 W.  TURN LEFT AND GO SOUTH ON INTERSTATE
 HF0536'HIGHWAY 35 W FOR 1 MILE TO THE STATION ON THE LEFT.
 HF0536'
 HF0536'STATION MARKS ARE STANDARD DISKS, STAMPED PARK 1972.  THE
 HF0536'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HF0536'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 44.0 FEET WEST
 HF0536'THE CENTER OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 W,
 HF0536'40.0 FEET EAST OF THE CENTER OF THE SOUTH BOUND LANE OF
 HF0536'INTERSTATE HIGHWAY 35 W AND 12.5 FEET NORTH OF A CONCRETE
 HF0536'RETAINING WALL.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 HF0536'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HF0536'
 HF0536'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PARK NO 1 1972,
 HF0536'CEMENTED IN A DRILL HOLE IN A BRIDGE ABUTMENT AT THE NORTHWEST
 HF0536'CORNER OF A BRIDGE.  IT IS 19.5 FEET WEST OF THE CENTER
 HF0536'OF THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 35 W, 1.1
 HF0536'FEET SOUTH OF THE NORTHWEST CORNER OF THE BRIDGE, AND ABOUT
 HF0536'1 FOOT LOWER THAN THE STATION.
 HF0536'
 HF0536'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PARK NO 2 1972,
 HF0536'CEMENTED IN A DRILL HOLE IN A BRIDGE ABUTMENT AT THE NORTHEAST
 HF0536'CORNER OF A BRIDGE.  IT IS 19.5 FEET EAST OF THE CENTER OF
 HF0536'THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 35 W, 1.3 FEET
 HF0536'SOUTH OF THE NORTHEAST CORNER OF THE BRIDGE, AND ABOUT 1
 HF0536'FOOT LOWER THAN THE STATION.
 HF0536'
 HF0536'STATION BROADWAY WILL SERVE AS AN AZIMUTH.
 HF0536'
 HF0536'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 HF0536
 HF0536                          STATION RECOVERY (1972)
 HF0536
 HF0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HF0536'1.3 MI N FROM WICHITA.
 HF0536'ABOUT 1.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0536'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF
 HF0536'WICHITA.  IT IS 44.0 FEET WEST OF THE CENTER OF THE NORTH
 HF0536'BOUND LANE OF THE INTERSTATE, 40.0 FEET EAST OF THE CENTER
 HF0536'OF THE SOUTH BOUND LANE OF THE INTERSTATE, 12.5 FEET NORTH
 HF0536'OF A CONCRETE RETAINING WALL, SET IN THE TOP OF A CONCRETE
 HF0536'POST FLUSH WITH THE GROUND AND ABOUT 1 FOOT ABOVE THE NORTH
 HF0536'BOUND LANE.  SECTION 16, T 26 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0575 ***********************************************************************
 KH0575  DESIGNATION -  PARK
 KH0575  PID         -  KH0575
 KH0575  STATE/COUNTY-  KS/GOVE
 KH0575  USGS QUAD   -  PARK (1979)
 KH0575
 KH0575                         *CURRENT SURVEY CONTROL
 KH0575  ___________________________________________________________________
 KH0575* NAD 83(1997)-  39 06 56.23644(N)    100 21 39.26721(W)     ADJUSTED  
 KH0575* NAVD 88     -       838.905  (meters)    2752.31   (feet)  ADJUSTED  
 KH0575  ___________________________________________________________________
 KH0575  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 KH0575  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 KH0575  DYNAMIC HT  -         838.260 (meters)    2750.19  (feet)  COMP
 KH0575  MODELED GRAV-     979,831.0   (mgal)                       NAVD 88
 KH0575
 KH0575  HORZ ORDER  -  SECOND
 KH0575  VERT ORDER  -  FIRST     CLASS II
 KH0575
 KH0575.The horizontal coordinates were established by classical geodetic methods
 KH0575.and adjusted by the National Geodetic Survey in October 1998..
 KH0575
 KH0575.The orthometric height was determined by differential leveling
 KH0575.and adjusted by the National Geodetic Survey in June 1991..
 KH0575
 KH0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0575
 KH0575.The geoid height was determined by GEOID03.
 KH0575
 KH0575.The dynamic height is computed by dividing the NAVD 88
 KH0575.geopotential number by the normal gravity value computed on the
 KH0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0575.degrees latitude (g = 980.6199 gals.).
 KH0575
 KH0575.The modeled gravity was interpolated from observed gravity values.
 KH0575
 KH0575;                    North         East     Units Scale Factor Converg.
 KH0575;SPC KS N     -    89,503.938   195,847.712   MT  0.99995962   -1 29 37.6
 KH0575;UTM  14      - 4,330,488.937   382,346.376   MT  0.99977044   -0 51 31.2
 KH0575
 KH0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0575!SPC KS N     -   0.99987235  x   0.99995962  =   0.99983198
 KH0575!UTM  14      -   0.99987235  x   0.99977044  =   0.99964282
 KH0575
 KH0575:                Primary Azimuth Mark                     Grid Az
 KH0575:SPC KS N     -  COLLYER MUNICIPAL TANK                   113 16 49.7
 KH0575:UTM  14      -  COLLYER MUNICIPAL TANK                   112 38 43.3
 KH0575
 KH0575|---------------------------------------------------------------------|
 KH0575| PID    Reference Object                     Distance      Geod. Az  |
 KH0575|                                                           dddmmss.s |
 KH0575| KH0752 COLLYER MUNICIPAL TANK              APPROX.22.7 KM 1114712.1 |
 KH0575| KH0756 QUINTER MUNICIPAL TANK              APPROX.12.1 KM 1160020.5 |
 KH0575| KH0760 PARK SAC HEART CATH CH CROSS        301.975 METERS 12057     |
 KH0575| CN9426 PARK RM 1                            19.531 METERS 14648     |
 KH0575| CN9427 PARK RM 2                            23.900 METERS 23757     |
 KH0575| KH0762 GRAINFIELD MUNICIPAL TANK           APPROX. 9.1 KM 2711213.9 |
 KH0575| CN9425 PARK AZ MK                                         3243328.5 |
 KH0575|---------------------------------------------------------------------|
 KH0575
 KH0575                          SUPERSEDED SURVEY CONTROL
 KH0575
 KH0575  NAD 83(1986)-  39 06 56.24071(N)    100 21 39.26884(W) AD(       ) 2
 KH0575  NAD 27      -  39 06 56.22000(N)    100 21 37.77800(W) AD(       ) 2
 KH0575  NGVD 29 (02/14/92)  838.586  (m)         2751.26   (f) ADJUSTED    1 2
 KH0575
 KH0575.Superseded values are not recommended for survey control.
 KH0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0575.See file dsdata.txt to determine how the superseded data were derived.
 KH0575
 KH0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ8234630489(NAD 83)
 KH0575_MARKER: DS = TRIANGULATION STATION DISK
 KH0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0575_SP_SET: CONCRETE POST
 KH0575_STAMPING: PARK 1950
 KH0575_MARK LOGO: CGS   
 KH0575_PROJECTION: FLUSH
 KH0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0575+STABILITY: SURFACE MOTION
 KH0575
 KH0575  HISTORY     - Date     Condition        Report By
 KH0575  HISTORY     - 1950     MONUMENTED       CGS
 KH0575  HISTORY     - 1972     GOOD             USAF
 KH0575  HISTORY     - 1979     GOOD             NGS
 KH0575  HISTORY     - 1986     GOOD             NGS
 KH0575
 KH0575                          STATION DESCRIPTION
 KH0575
 KH0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0575'THE STATION IS LOCATED AT THE NORTH CENTRAL EDGE OF PARK NEAR
 KH0575'THE SOUTHWEST CORNER OF A SMALL PASTURE ON LAND OWNED BY MR. JOE
 KH0575'SCHMITT.  IT IS ABOUT 100 YARDS WEST OF THE SCHMITT HOME, 104.0
 KH0575'FEET EAST OF THE CENTER OF A GRADED ROAD, 85.0 FEET NORTHEAST
 KH0575'OF A FENCE CORNER AND 80.0 FEET NORTH OF THE CENTER OF THE MOST
 KH0575'NORTHERLY STREET IN PARK.  IT IS SET FLUSH WITH THE SURFACE
 KH0575'OF THE GROUND AND IS STAMPED PARK 1950.
 KH0575'
 KH0575'REFERENCE MARK NO. 1 IS 104.0 FEET EAST OF A FENCE CORNER, 25.0
 KH0575'FEET NORTH OF THE CENTER OF THE MOST NORTHERLY STREET IN PARK
 KH0575'AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 5 INCHES AND IS STAMPED
 KH0575'PARK NO 1 1950.
 KH0575'
 KH0575'REFERENCE MARK NO. 2 IS 40.0 FEET NORTH OF THE CENTER OF THE MOST
 KH0575'NORTHERLY STREET IN PARK, 37.0 FEET EAST OF THE CENTER OF A GRADED
 KH0575'ROAD, 11.0 FEET NORTH OF A FENCE CORNER AND 1.8 FOOT EAST OF A
 KH0575'FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED PARK NO 2 1950.
 KH0575'
 KH0575'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0575'NO. 2 IS 102.25 FEET.
 KH0575'
 KH0575'THE AZIMUTH MARK IS 53.0 FEET EAST OF A T FENCE CORNER, 24.0
 KH0575'FEET SOUTH OF THE CENTER OF A GRADED ROAD, 3.0 FEET WEST-SOUTHWEST
 KH0575'OF A POWERLINE POLE AND 1.5 FEET NORTH OF A FENCE.  IT PROJECTS
 KH0575'4 INCHES AND IS STAMPED PARK 1950.
 KH0575'
 KH0575'TO REACH THE STATION FROM THE POST OFFICE IN PARK, GO EAST ON
 KH0575'THE MAIN STREET FOR 0.15 MILE TO A CROSS STREET, TURN LEFT AND
 KH0575'GO NORTH ON A GRAVELED STREET FOR 0.25 MILE TO A T STREET ON
 KH0575'THE RIGHT AND A GRADED ROAD CONTINUES STRAIGHT AHEAD.  THE
 KH0575'STATION IS IN THE NORTHEAST ANGLE OF THIS INTERSECTION AS
 KH0575'DESCRIBED.
 KH0575'
 KH0575'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE T STREET
 KH0575'AND GRADED ROAD MENTIONED ABOVE, GO NORTH ON THE GRADED
 KH0575'ROAD FOR 0.2 MILE TO A CROSSROAD, TURN LEFT AND GO WEST ON A GRADED
 KH0575'ROAD FOR 0.15 MILE TO A POWERLINE POLE ON THE LEFT AND THE
 KH0575'AZIMUTH MARK AS DESCRIBED.
 KH0575'
 KH0575'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 KH0575
 KH0575                          STATION RECOVERY (1972)
 KH0575
 KH0575'RECOVERY NOTE BY US AIR FORCE 1972
 KH0575'STATION, R.M. 1, AND R.M. 2 RECOVERED IN GOOD CONDITION.
 KH0575'
 KH0575'AZIMUTH MARK IS STILL INTACT BUT APPEARS TO HAVE BEEN DISTRUBED.
 KH0575'ABOUT 12 INCHES OF SOIL HAS ERODED FROM AROUND THE MONUMENT AND
 KH0575'IT IS TILTED SLIGHTLY TOWARDS THE STATION.
 KH0575'
 KH0575'1950 ROUTE DESCRIPTION IS ADEQUATE EXCEPT THE PORTION THAT
 KH0575'MENTIONS T STREET.  THIS IS NOW A CROSSROAD.
 KH0575
 KH0575                          STATION RECOVERY (1979)
 KH0575
 KH0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KH0575'SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 KH0575'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  A NEW AZIMUTH
 KH0575'MARK WAS ESTABLISHED.  THE DISTANCES TO THE REFERENCE MARKS AGREED
 KH0575'WITH 1950 DATA.  THE DIRECTION TO REFERENCE MARK 1 DIFFERED BY 2
 KH0575'MINUTES, 10 SECONDS LARGER AND TO REFERENCE MARK 2 BY 26 SECONDS
 KH0575'LARGER.  THE DIRECTION TO THE PARK SACRED HEART CATHOLIC CHURCH CROSS
 KH0575'WAS 30 SECONDS SMALLER, HOWEVER, IT IS A CLOSE OBJECT AND HAS BEEN
 KH0575'CLAD IN COPPER SINCE 1950.  A NEW DESCRIPTION FOLLOWS.
 KH0575'
 KH0575'THE STATION IS LOCATED IN THE NORTH EDGE OF PARK, NEAR THE SOUTHWEST
 KH0575'CORNER OF A SMALL PASTURE AND ON PROPERTY OWNED BY JOE SCHMITT OF
 KH0575'PARK.
 KH0575'
 KH0575'TO REACH THE STATION FROM THE POST OFFICE, GO EAST FOR 0.1 MILE TO A
 KH0575'CROSS STREET.  TURN LEFT AND GO NORTH FOR 0.25 MILE TO A CROSS STREET
 KH0575'AND THE STATION IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 KH0575'
 KH0575'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVELED
 KH0575'ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST FOR 0.15
 KH0575'MILE TO THE MARK ON THE LEFT.
 KH0575'
 KH0575'SURFACE STATION MARK IS A STANDARD DISK, STAMPED---PARK 1950--- SET
 KH0575'IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT IS 104 FEET
 KH0575'EAST OF THE CENTERLINE OF THE NORTH/SOUTH STREET, 85 FEET NORTHEAST
 KH0575'OF A FENCE CORNER AND 80 FEET NORTH OF THE CENTERLINE OF THE
 KH0575'EAST/WEST STREET.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 KH0575'
 KH0575'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---PARK NO 1 1950---
 KH0575'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT
 KH0575'IS 104 FEET EAST OF THE FENCE CORNER, 25 FEET NORTH OF THE CENTERLINE
 KH0575'OF THE STREET AND 1 FOOT NORTH OF A FENCE.
 KH0575'
 KH0575'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---PARK NO 2 1950---
 KH0575'SET IN THE TOP OF A SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES.  IT
 KH0575'IS 40 FEET NORTH OF THE CENTERLINE OF A STREET, 37 FEET EAST OF THE
 KH0575'CENTERLINE OF A STREET, 11 FEET NORTH OF THE FENCE CORNER AND 1 FOOT
 KH0575'EAST OF A FENCE.
 KH0575'
 KH0575'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED---PARK 1950 1979---
 KH0575'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.  IT
 KH0575'IS 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET
 KH0575'NORTH-NORTHWEST OF A POWERLINE POLE AND 1.5 FEET EAST OF A WITNESS
 KH0575'POST.  REBAR WAS PLACED IN THE MARK.
 KH0575
 KH0575                          STATION RECOVERY (1986)
 KH0575
 KH0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0575'0.9 KM (0.55 MI) NORTH FROM PARK.
 KH0575'0.60 KM (0.37 MI) NORTH ALONG A GRAVEL STREET FROM THE PARK GRAIN
 KH0575'COMPANY OFFICE IN PARK, THENCE 0.30 KM (0.18 MI) EAST ALONG A GRAVEL
 KH0575'STREET, IN THE NORTHEAST CORNER OF THE JUNCTION OF A GRAVEL ROAD, 24.3
 KH0575'METERS (80 FT) NORTH OF THE CENTER OF THE STREET, 31.7 METERS (104 FT)
 KH0575'EAST OF THE CENTER OF THE ROAD, 11.2 METERS (37.5 FT) NORTH OF THE
 KH0575'NORTH END OF A METAL GATE AND 0.15 METER (0.5 FT) WEST OF AN ELECTRIC
 KH0575'FENCE.
 KH0575'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KH0575'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1269 ***********************************************************************
 HF1269  DESIGNATION -  PARK CITY MUN TANK
 HF1269  PID         -  HF1269
 HF1269  STATE/COUNTY-  KS/SEDGWICK
 HF1269  USGS QUAD   -  VALLEY CENTER (1982)
 HF1269
 HF1269                         *CURRENT SURVEY CONTROL
 HF1269  ___________________________________________________________________
 HF1269* NAD 83(1997)-  37 47 50.33184(N)    097 19 13.90358(W)     ADJUSTED  
 HF1269* NAVD 88     -                                                        
 HF1269  ___________________________________________________________________
 HF1269  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 HF1269  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF1269
 HF1269  HORZ ORDER  -  THIRD
 HF1269
 HF1269.The horizontal coordinates were established by classical geodetic methods
 HF1269.and adjusted by the National Geodetic Survey in October 1998..
 HF1269
 HF1269
 HF1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1269
 HF1269.The geoid height was determined by GEOID03.
 HF1269
 HF1269;                    North         East     Units Scale Factor Converg.
 HF1269;SPC KS S     -   526,141.457   503,871.138   MT  0.99993811   +0 43 29.3
 HF1269;UTM  14      - 4,184,655.390   647,863.317   MT  0.99986929   +1 01 46.1
 HF1269
 HF1269                          SUPERSEDED SURVEY CONTROL
 HF1269
 HF1269  NAD 83(1997)-  37 47 50.33986(N)    097 19 13.90057(W) AD(       ) 4
 HF1269  NAD 83(1986)-  37 47 50.34396(N)    097 19 13.90103(W) AD(       ) 4
 HF1269  NAD 27      -  37 47 50.30344(N)    097 19 12.73803(W) AD(       ) 3
 HF1269
 HF1269.Superseded values are not recommended for survey control.
 HF1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1269.See file dsdata.txt to determine how the superseded data were derived.
 HF1269
 HF1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4786384655(NAD 83)
 HF1269_MARKER: 53 = ELEVATED TANK
 HF1269
 HF1269  HISTORY     - Date     Condition        Report By
 HF1269  HISTORY     - 1972     FIRST OBSERVED   NGS
 HF1269
 HF1269                          STATION DESCRIPTION
 HF1269
 HF1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF1269'THE STATION, PARK CITY MUNICIPAL TANK, IS THE CENTER OF THE
 HF1269'TOP OF AN ELEVATED WATER TANK, PAINTED SILVER AND SUPPORTED BY
 HF1269'FOUR LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 135 FEET
 HF1269'AND IS LOCATED 300 FEET SOUTHEAST OF THE INTERSECTION OF
 HF1269'PARKVIEW DRIVE AND BROADBECK STREET IN PARK CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0771 ***********************************************************************
 HF0771  DESIGNATION -  PARK RM 1
 HF0771  PID         -  HF0771
 HF0771  STATE/COUNTY-  KS/SUMNER
 HF0771  USGS QUAD   -  MAYFIELD (1971)
 HF0771
 HF0771                         *CURRENT SURVEY CONTROL
 HF0771  ___________________________________________________________________
 HF0771* NAD 83(1986)-  37 15 29.     (N)    097 31 47.     (W)     SCALED    
 HF0771* NAVD 88     -       386.773  (meters)    1268.94   (feet)  ADJUSTED  
 HF0771  ___________________________________________________________________
 HF0771  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0771  DYNAMIC HT  -         386.456 (meters)    1267.90  (feet)  COMP
 HF0771  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 HF0771
 HF0771  VERT ORDER  -  SECOND    CLASS 0
 HF0771
 HF0771.The horizontal coordinates were scaled from a topographic map and have
 HF0771.an estimated accuracy of +/- 6 seconds.
 HF0771
 HF0771.The orthometric height was determined by differential leveling
 HF0771.and adjusted by the National Geodetic Survey in June 1991..
 HF0771
 HF0771.The geoid height was determined by GEOID03.
 HF0771
 HF0771.The dynamic height is computed by dividing the NAVD 88
 HF0771.geopotential number by the normal gravity value computed on the
 HF0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0771.degrees latitude (g = 980.6199 gals.).
 HF0771
 HF0771.The modeled gravity was interpolated from observed gravity values.
 HF0771
 HF0771;                    North         East    Units  Estimated Accuracy
 HF0771;SPC KS S     -   466,080.      486,070.      MT  (+/- 180 meters Scaled)
 HF0771
 HF0771                          SUPERSEDED SURVEY CONTROL
 HF0771
 HF0771  NGVD 29 (??/??/92)  386.654  (m)         1268.55   (f) ADJ UNCH    2 0
 HF0771
 HF0771.Superseded values are not recommended for survey control.
 HF0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0771.See file dsdata.txt to determine how the superseded data were derived.
 HF0771
 HF0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG303245(NAD 83)
 HF0771_MARKER: DR = REFERENCE MARK DISK
 HF0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0771_STAMPING: PARK NO 1 1962
 HF0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0771+STABILITY: SURFACE MOTION
 HF0771
 HF0771  HISTORY     - Date     Condition        Report By
 HF0771  HISTORY     - 1962     MONUMENTED       CGS
 HF0771
 HF0771                          STATION DESCRIPTION
 HF0771
 HF0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0771'0.9 MI E FROM MAYFIELD.
 HF0771'0.7 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0771'FROM THE STATION AT MAYFIELD, THENCE 0.2 MILE SOUTH ALONG A
 HF0771'BLACKTOP ROAD TO THE INTERSECTION OF A EAST AND WEST BLACKTOP
 HF0771'ROAD, 29 FEET SOUTH OF THE CENTERLINE OF BLACKTOP ROAD, 28 FEET
 HF0771'WEST OF THE CENTER OF ENTRANCE TO A SMALL ROADSIDE PARK, 1.0 FEET
 HF0771'EAST OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0771'PROJECTS 0.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0594 ***********************************************************************
 JF0594  DESIGNATION -  PARK RM 1
 JF0594  PID         -  JF0594
 JF0594  STATE/COUNTY-  KS/SALINE
 JF0594  USGS QUAD   -  NILES (1978)
 JF0594
 JF0594                         *CURRENT SURVEY CONTROL
 JF0594  ___________________________________________________________________
 JF0594* NAD 83(1986)-  38 55 42.     (N)    097 23 25.     (W)     SCALED    
 JF0594* NAVD 88     -       376.031  (meters)    1233.69   (feet)  ADJUSTED  
 JF0594  ___________________________________________________________________
 JF0594  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 JF0594  DYNAMIC HT  -         375.785 (meters)    1232.89  (feet)  COMP
 JF0594  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 JF0594
 JF0594  VERT ORDER  -  SECOND    CLASS 0
 JF0594
 JF0594.The horizontal coordinates were scaled from a topographic map and have
 JF0594.an estimated accuracy of +/- 6 seconds.
 JF0594
 JF0594.The orthometric height was determined by differential leveling
 JF0594.and adjusted by the National Geodetic Survey in June 1991..
 JF0594
 JF0594.The geoid height was determined by GEOID03.
 JF0594
 JF0594.The dynamic height is computed by dividing the NAVD 88
 JF0594.geopotential number by the normal gravity value computed on the
 JF0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0594.degrees latitude (g = 980.6199 gals.).
 JF0594
 JF0594.The modeled gravity was interpolated from observed gravity values.
 JF0594
 JF0594;                    North         East    Units  Estimated Accuracy
 JF0594;SPC KS N     -    66,230.      452,870.      MT  (+/- 180 meters Scaled)
 JF0594
 JF0594                          SUPERSEDED SURVEY CONTROL
 JF0594
 JF0594  NGVD 29 (??/??/92)  375.933  (m)         1233.37   (f) ADJ UNCH    2 0
 JF0594
 JF0594.Superseded values are not recommended for survey control.
 JF0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0594.See file dsdata.txt to determine how the superseded data were derived.
 JF0594
 JF0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ395100(NAD 83)
 JF0594_MARKER: DR = REFERENCE MARK DISK
 JF0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0594_SP_SET: OVERPASS
 JF0594_STAMPING: PARK NO 1 1970
 JF0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0594
 JF0594  HISTORY     - Date     Condition        Report By
 JF0594  HISTORY     - 1970     MONUMENTED       NGS
 JF0594
 JF0594                          STATION DESCRIPTION
 JF0594
 JF0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0594'1 MI W FROM SOLOMON.
 JF0594'ABOUT 1.0 MILE WEST ALONG INTERSTATE HIGHWAY 70 FROM COUNTY
 JF0594'LINE ROAD OVERPASS OVER I-70 AT SOLOMON, AT OVERPASS 29-9 OVER
 JF0594'INTERSTATE HIGHWAY 70, 68 FEET SOUTHWEST OF AND ACROSS A GRAVELED
 JF0594'ROAD FROM THE STATION MARK, 54.5 FEET SOUTH OF RM 2, 13 1/2 FEET
 JF0594'WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 33 FEET NORTH OF
 JF0594'THE CENTER LINE OF THE WESTBOUND LANE OF I-70, SET IN THE TOP OF
 JF0594'THE WEST CONCRETE GUARDRAIL BASE FOR THE OVERPASS, AND ABOUT
 JF0594'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.  SECTION 14, T 13 S,
 JF0594'R 1 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0537 ***********************************************************************
 HF0537  DESIGNATION -  PARK RM 1
 HF0537  PID         -  HF0537
 HF0537  STATE/COUNTY-  KS/SEDGWICK
 HF0537  USGS QUAD   -  VALLEY CENTER (1982)
 HF0537
 HF0537                         *CURRENT SURVEY CONTROL
 HF0537  ___________________________________________________________________
 HF0537* NAD 83(1986)-  37 46 54.     (N)    097 19 31.     (W)     SCALED    
 HF0537* NAVD 88     -       423.314  (meters)    1388.82   (feet)  ADJUSTED  
 HF0537  ___________________________________________________________________
 HF0537  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF0537  DYNAMIC HT  -         422.983 (meters)    1387.74  (feet)  COMP
 HF0537  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 HF0537
 HF0537  VERT ORDER  -  SECOND    CLASS 0
 HF0537
 HF0537.The horizontal coordinates were scaled from a topographic map and have
 HF0537.an estimated accuracy of +/- 6 seconds.
 HF0537
 HF0537.The orthometric height was determined by differential leveling
 HF0537.and adjusted by the National Geodetic Survey in June 1991..
 HF0537
 HF0537.The geoid height was determined by GEOID03.
 HF0537
 HF0537.The dynamic height is computed by dividing the NAVD 88
 HF0537.geopotential number by the normal gravity value computed on the
 HF0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0537.degrees latitude (g = 980.6199 gals.).
 HF0537
 HF0537.The modeled gravity was interpolated from observed gravity values.
 HF0537
 HF0537;                    North         East    Units  Estimated Accuracy
 HF0537;SPC KS S     -   524,400.      503,480.      MT  (+/- 180 meters Scaled)
 HF0537
 HF0537                          SUPERSEDED SURVEY CONTROL
 HF0537
 HF0537  NGVD 29 (??/??/92)  423.166  (m)         1388.34   (f) ADJ UNCH    2 0
 HF0537
 HF0537.Superseded values are not recommended for survey control.
 HF0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0537.See file dsdata.txt to determine how the superseded data were derived.
 HF0537
 HF0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG474829(NAD 83)
 HF0537_MARKER: DR = REFERENCE MARK DISK
 HF0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0537_SP_SET: BRIDGE
 HF0537_STAMPING: PARK NO 1 1972
 HF0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0537
 HF0537  HISTORY     - Date     Condition        Report By
 HF0537  HISTORY     - 1972     MONUMENTED       NGS
 HF0537
 HF0537                          STATION DESCRIPTION
 HF0537
 HF0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0537'1.3 MI N FROM WICHITA.
 HF0537'ABOUT 1.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0537'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF WICHITA,
 HF0537'CEMENTED IN A DRILL HOLE AT THE NORTHWEST CORNER OF A BRIDGE.
 HF0537'IT IS 19.5 FEET WEST OF THE CENTER OF THE NORTH BOUND LANE OF
 HF0537'THE INTERSTATE, 1.1 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 HF0537'BRIDGE.  28.63 FEET EAST-SOUTHEAST OF THE STATION.  SECTION 16,
 HF0537'T 26 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0770 ***********************************************************************
 HF0770  DESIGNATION -  PARK RM 2
 HF0770  PID         -  HF0770
 HF0770  STATE/COUNTY-  KS/SUMNER
 HF0770  USGS QUAD   -  MAYFIELD (1971)
 HF0770
 HF0770                         *CURRENT SURVEY CONTROL
 HF0770  ___________________________________________________________________
 HF0770* NAD 83(1986)-  37 15 29.     (N)    097 31 47.     (W)     SCALED    
 HF0770* NAVD 88     -       387.091  (meters)    1269.98   (feet)  ADJUSTED  
 HF0770  ___________________________________________________________________
 HF0770  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0770  DYNAMIC HT  -         386.773 (meters)    1268.94  (feet)  COMP
 HF0770  MODELED GRAV-     979,799.9   (mgal)                       NAVD 88
 HF0770
 HF0770  VERT ORDER  -  SECOND    CLASS 0
 HF0770
 HF0770.The horizontal coordinates were scaled from a topographic map and have
 HF0770.an estimated accuracy of +/- 6 seconds.
 HF0770
 HF0770.The orthometric height was determined by differential leveling
 HF0770.and adjusted by the National Geodetic Survey in June 1991..
 HF0770
 HF0770.The geoid height was determined by GEOID03.
 HF0770
 HF0770.The dynamic height is computed by dividing the NAVD 88
 HF0770.geopotential number by the normal gravity value computed on the
 HF0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0770.degrees latitude (g = 980.6199 gals.).
 HF0770
 HF0770.The modeled gravity was interpolated from observed gravity values.
 HF0770
 HF0770;                    North         East    Units  Estimated Accuracy
 HF0770;SPC KS S     -   466,080.      486,070.      MT  (+/- 180 meters Scaled)
 HF0770
 HF0770                          SUPERSEDED SURVEY CONTROL
 HF0770
 HF0770  NGVD 29 (??/??/92)  386.971  (m)         1269.59   (f) ADJ UNCH    2 0
 HF0770
 HF0770.Superseded values are not recommended for survey control.
 HF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0770.See file dsdata.txt to determine how the superseded data were derived.
 HF0770
 HF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG303245(NAD 83)
 HF0770_MARKER: DR = REFERENCE MARK DISK
 HF0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0770_STAMPING: PARK NO 2 1962
 HF0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0770+STABILITY: SURFACE MOTION
 HF0770
 HF0770  HISTORY     - Date     Condition        Report By
 HF0770  HISTORY     - 1962     MONUMENTED       CGS
 HF0770
 HF0770                          STATION DESCRIPTION
 HF0770
 HF0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0770'0.9 MI E FROM MAYFIELD.
 HF0770'0.7 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0770'FROM THE STATION AT MAYFIELD, THENCE 0.2 MILE SOUTH ALONG A
 HF0770'BLACKTOP ROAD TO THE INTERSECTION OF A EAST AND WEST BLACKTOP
 HF0770'ROAD, 68 FEET EAST OF THE CENTER OF A GRAVEL ROAD LEADING SOUTH,
 HF0770'31 FEET SOUTH OF THE CENTERLINE OF THE BLACKTOP ROAD, 13 FEET
 HF0770'EAST OF A POWER POLE, 1.0 FEET WEST OF A CONCRETE RIGHT-OF-WAY
 HF0770'MARKER, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 HF0770'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0593 ***********************************************************************
 JF0593  DESIGNATION -  PARK RM 2
 JF0593  PID         -  JF0593
 JF0593  STATE/COUNTY-  KS/SALINE
 JF0593  USGS QUAD   -  NILES (1978)
 JF0593
 JF0593                         *CURRENT SURVEY CONTROL
 JF0593  ___________________________________________________________________
 JF0593* NAD 83(1986)-  38 55 42.     (N)    097 23 25.     (W)     SCALED    
 JF0593* NAVD 88     -       375.910  (meters)    1233.30   (feet)  ADJUSTED  
 JF0593  ___________________________________________________________________
 JF0593  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 JF0593  DYNAMIC HT  -         375.664 (meters)    1232.49  (feet)  COMP
 JF0593  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 JF0593
 JF0593  VERT ORDER  -  FIRST     CLASS II
 JF0593
 JF0593.The horizontal coordinates were scaled from a topographic map and have
 JF0593.an estimated accuracy of +/- 6 seconds.
 JF0593
 JF0593.The orthometric height was determined by differential leveling
 JF0593.and adjusted by the National Geodetic Survey in June 1991..
 JF0593
 JF0593.The geoid height was determined by GEOID03.
 JF0593
 JF0593.The dynamic height is computed by dividing the NAVD 88
 JF0593.geopotential number by the normal gravity value computed on the
 JF0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0593.degrees latitude (g = 980.6199 gals.).
 JF0593
 JF0593.The modeled gravity was interpolated from observed gravity values.
 JF0593
 JF0593;                    North         East    Units  Estimated Accuracy
 JF0593;SPC KS N     -    66,230.      452,870.      MT  (+/- 180 meters Scaled)
 JF0593
 JF0593                          SUPERSEDED SURVEY CONTROL
 JF0593
 JF0593  NGVD 29 (??/??/92)  375.812  (m)         1232.98   (f) ADJ UNCH    1 2
 JF0593
 JF0593.Superseded values are not recommended for survey control.
 JF0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0593.See file dsdata.txt to determine how the superseded data were derived.
 JF0593
 JF0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ395100(NAD 83)
 JF0593_MARKER: DR = REFERENCE MARK DISK
 JF0593_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JF0593_SP_SET: BRIDGE GUARDRAIL BASE
 JF0593_STAMPING: PARK NO 2 1970
 JF0593_MARK LOGO: CGS   
 JF0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0593
 JF0593  HISTORY     - Date     Condition        Report By
 JF0593  HISTORY     - 1970     MONUMENTED       NGS
 JF0593  HISTORY     - 1986     GOOD             NGS
 JF0593
 JF0593                          STATION DESCRIPTION
 JF0593
 JF0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0593'1 MI W FROM SOLOMON.
 JF0593'ABOUT 1.0 MILE WEST ALONG INTERSTATE HIGHWAY 70 FROM COUNTY
 JF0593'LINE ROAD OVERPASS OVER I-70 AT SOLOMON, AT OVERPASS 29-9 OVER
 JF0593'INTERSTATE HIGHWAY 70, 30.6 FEET WEST-SOUTHWEST OF THE STATION
 JF0593'MARK, 13 1/2 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD,
 JF0593'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE GUARDRAIL
 JF0593'BASE FOR THE OVERPASS, 0.9 FOOT SOUTH OF THE NORTH END OF THE
 JF0593'GUARDRAIL BASE, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 JF0593'SECTION 14, T 13 S, R 1 W.
 JF0593
 JF0593                          STATION RECOVERY (1986)
 JF0593
 JF0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0535 ***********************************************************************
 HF0535  DESIGNATION -  PARK RM 2
 HF0535  PID         -  HF0535
 HF0535  STATE/COUNTY-  KS/SEDGWICK
 HF0535  USGS QUAD   -  VALLEY CENTER (1982)
 HF0535
 HF0535                         *CURRENT SURVEY CONTROL
 HF0535  ___________________________________________________________________
 HF0535* NAD 83(1986)-  37 46 54.     (N)    097 19 31.     (W)     SCALED    
 HF0535* NAVD 88     -       423.337  (meters)    1388.90   (feet)  ADJUSTED  
 HF0535  ___________________________________________________________________
 HF0535  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF0535  DYNAMIC HT  -         423.007 (meters)    1387.82  (feet)  COMP
 HF0535  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 HF0535
 HF0535  VERT ORDER  -  SECOND    CLASS 0
 HF0535
 HF0535.The horizontal coordinates were scaled from a topographic map and have
 HF0535.an estimated accuracy of +/- 6 seconds.
 HF0535
 HF0535.The orthometric height was determined by differential leveling
 HF0535.and adjusted by the National Geodetic Survey in June 1991..
 HF0535
 HF0535.The geoid height was determined by GEOID03.
 HF0535
 HF0535.The dynamic height is computed by dividing the NAVD 88
 HF0535.geopotential number by the normal gravity value computed on the
 HF0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0535.degrees latitude (g = 980.6199 gals.).
 HF0535
 HF0535.The modeled gravity was interpolated from observed gravity values.
 HF0535
 HF0535;                    North         East    Units  Estimated Accuracy
 HF0535;SPC KS S     -   524,400.      503,480.      MT  (+/- 180 meters Scaled)
 HF0535
 HF0535                          SUPERSEDED SURVEY CONTROL
 HF0535
 HF0535  NGVD 29 (??/??/92)  423.189  (m)         1388.41   (f) ADJ UNCH    2 0
 HF0535
 HF0535.Superseded values are not recommended for survey control.
 HF0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0535.See file dsdata.txt to determine how the superseded data were derived.
 HF0535
 HF0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG474829(NAD 83)
 HF0535_MARKER: DR = REFERENCE MARK DISK
 HF0535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0535_SP_SET: ABUTMENT
 HF0535_STAMPING: PARK NO 2 1972
 HF0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0535
 HF0535  HISTORY     - Date     Condition        Report By
 HF0535  HISTORY     - 1972     MONUMENTED       NGS
 HF0535
 HF0535                          STATION DESCRIPTION
 HF0535
 HF0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0535'1.3 MI N FROM WICHITA.
 HF0535'ABOUT 1.3 MILES NORTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0535'OVERPASS AT THE NORTH EDGE OF WICHITA, CEMENTED IN A DRILL
 HF0535'HOLE IN A BRIDGE ABUTMENT AT THE NORTHEAST CORNER OF BRIDGE
 HF0535'TO THE SOUTH BOUND LANE.  IT IS 19.5 FEET EAST OF THE CENTER
 HF0535'OF THE SOUTH BOUND LANE OF THE INTERSTATE, 1.3 FEET SOUTH OF
 HF0535'THE NORTHEAST CORNER OF THE BRIDGE.  23.96 FEET SOUTHWEST OF THE
 HF0535'STATION.  SECTION 16, T 26 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0760 ***********************************************************************
 KH0760  DESIGNATION -  PARK SAC HEART CATH CH CROSS
 KH0760  PID         -  KH0760
 KH0760  STATE/COUNTY-  KS/GOVE
 KH0760  USGS QUAD   -  PARK (1979)
 KH0760
 KH0760                         *CURRENT SURVEY CONTROL
 KH0760  ___________________________________________________________________
 KH0760* NAD 83(1997)-  39 06 51.20120(N)    100 21 28.48657(W)     ADJUSTED  
 KH0760* NAVD 88     -                                                        
 KH0760  ___________________________________________________________________
 KH0760  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 KH0760  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 KH0760
 KH0760  HORZ ORDER  -  THIRD
 KH0760
 KH0760.The horizontal coordinates were established by classical geodetic methods
 KH0760.and adjusted by the National Geodetic Survey in October 1998..
 KH0760
 KH0760
 KH0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0760
 KH0760.The geoid height was determined by GEOID03.
 KH0760
 KH0760;                    North         East     Units Scale Factor Converg.
 KH0760;SPC KS N     -    89,341.972   196,102.561   MT  0.99995967   -1 29 30.8
 KH0760;UTM  14      - 4,330,329.836   382,602.957   MT  0.99976970   -0 51 24.3
 KH0760
 KH0760                          SUPERSEDED SURVEY CONTROL
 KH0760
 KH0760  NAD 83(1986)-  39 06 51.20537(N)    100 21 28.48781(W) AD(       ) 4
 KH0760  NAD 27      -  39 06 51.18400(N)    100 21 26.99800(W) AD(       ) 3
 KH0760
 KH0760.Superseded values are not recommended for survey control.
 KH0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0760.See file dsdata.txt to determine how the superseded data were derived.
 KH0760
 KH0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ8260330330(NAD 83)
 KH0760_MARKER: 90 = CHURCH SPIRE
 KH0760
 KH0760  HISTORY     - Date     Condition        Report By
 KH0760  HISTORY     - 1934     FIRST OBSERVED   CGS
 KH0760  HISTORY     - 1950     GOOD             CGS
 KH0760  HISTORY     - 1972     GOOD             USAF
 KH0760
 KH0760                          STATION DESCRIPTION
 KH0760
 KH0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0760'POINT OBSERVED UPON WAS TIP OF SPIRE ON RED BRICK CATHOLIC
 KH0760'CHURCH, IN BUFFALO PARK, APPROXIMATELY 60 FEET HIGH.
 KH0760'
 KH0760'OBJECT WAS OBSERVED UPON FROM BAKER, CASTEN, SAMPLE, BARGER,
 KH0760'TED, AND INDIAN CREEK-1891.
 KH0760
 KH0760                          STATION RECOVERY (1950)
 KH0760
 KH0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0760'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF TOWN, IN
 KH0760'THE NORTHEAST ANGLE OF A T INTERSECTION, 3 BLOCKS EAST AND 2
 KH0760'BLOCKS NORTH OF THE BUSINESS DISTRICT.  IT IS A LARGE BRICK
 KH0760'BUILDING WITH A SPIRE AND CROSS ON THE WEST END AND HAS AN
 KH0760'OVERALL HEIGHT OF 100 FEET.
 KH0760'
 KH0760'THE POINT OBSERVED WAS THE CROSS ON TOP OF THE SPIRE.
 KH0760
 KH0760                          STATION RECOVERY (1972)
 KH0760
 KH0760'RECOVERY NOTE BY US AIR FORCE 1972
 KH0760'STATION RECOVERED IN GOOD CONDITION.  1950 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1145 ***********************************************************************
 KE1145  DESIGNATION -  PARKER
 KE1145  PID         -  KE1145
 KE1145  STATE/COUNTY-  KS/WYANDOTTE
 KE1145  USGS QUAD   -  KANSAS CITY (1991)
 KE1145
 KE1145                         *CURRENT SURVEY CONTROL
 KE1145  ___________________________________________________________________
 KE1145* NAD 83(1997)-  39 06 48.92022(N)    094 37 06.56929(W)     ADJUSTED  
 KE1145* NAVD 88     -       256.5    (meters)     842.     (feet)  VERTCON   
 KE1145  ___________________________________________________________________
 KE1145  X           -    -399,024.379 (meters)                     COMP
 KE1145  Y           -  -4,939,464.400 (meters)                     COMP
 KE1145  Z           -   4,002,250.332 (meters)                     COMP
 KE1145  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 KE1145  ELLIP HEIGHT-         223.78  (meters)          (10/02/98) GPS OBS
 KE1145  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE1145
 KE1145  HORZ ORDER  -  FIRST
 KE1145  ELLP ORDER  -  FOURTH    CLASS I
 KE1145
 KE1145.The horizontal coordinates were established by GPS observations
 KE1145.and adjusted by the National Geodetic Survey in October 1998..
 KE1145
 KE1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1145
 KE1145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1145
 KE1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1145
 KE1145.The ellipsoidal height was determined by GPS observations
 KE1145.and is referenced to NAD 83.
 KE1145
 KE1145.The geoid height was determined by GEOID03.
 KE1145
 KE1145;                    North         East     Units Scale Factor Converg.
 KE1145;SPC KS N     -    92,076.534   692,379.240   MT  0.99995970   +2 08 22.3
 KE1145;SPC MO W     -   327,065.590   839,752.543   MT  0.99994247   -0 04 29.1
 KE1145;UTM  15      - 4,330,628.769   360,072.503   MT  0.99984109   -1 01 16.3
 KE1145
 KE1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1145!SPC KS N     -   0.99996489  x   0.99995970  =   0.99992459
 KE1145!SPC MO W     -   0.99996489  x   0.99994247  =   0.99990736
 KE1145!UTM  15      -   0.99996489  x   0.99984109  =   0.99980599
 KE1145
 KE1145:                Primary Azimuth Mark                     Grid Az
 KE1145:SPC KS N     -  KANSAS CITY NE TANK                      051 13 07.4
 KE1145:SPC MO W     -  KANSAS CITY NE TANK                      053 25 58.8
 KE1145:UTM  15      -  KANSAS CITY NE TANK                      054 22 46.0
 KE1145
 KE1145|---------------------------------------------------------------------|
 KE1145| PID    Reference Object                     Distance      Geod. Az  |
 KE1145|                                                           dddmmss.s |
 KE1145| KE1394 KANSAS CITY NE TANK                 APPROX.13.0 KM 0532129.7 |
 KE1145| KE1492 CPC INTERNATIONAL WATER TANK        APPROX. 4.1 KM 0741854.7 |
 KE1145| CL6265 COMMERCE BANK BLDG TALL ANT                        1104100.9 |
 KE1145|---------------------------------------------------------------------|
 KE1145
 KE1145                          SUPERSEDED SURVEY CONTROL
 KE1145
 KE1145  NAD 83(1986)-  39 06 48.92855(N)    094 37 06.56528(W) AD(       ) 1
 KE1145  NAD 83(1986)-  39 06 48.93550(N)    094 37 06.56720(W) AD(       ) 2
 KE1145  NAD 27      -  39 06 48.93776(N)    094 37 05.72765(W) AD(       ) 2
 KE1145  NGVD 29 (03/28/90)  256.4    (m)          841.     (f) GPS OBS        
 KE1145
 KE1145.Superseded values are not recommended for survey control.
 KE1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1145.See file dsdata.txt to determine how the superseded data were derived.
 KE1145
 KE1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6007330629(NAD 83)
 KE1145_MARKER: DD = SURVEY DISK
 KE1145_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KE1145_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KE1145_STAMPING: PARKER 1971
 KE1145_MARK LOGO: USE   
 KE1145_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1145+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2004
 KE1145
 KE1145  HISTORY     - Date     Condition        Report By
 KE1145  HISTORY     - 1971     MONUMENTED       USE
 KE1145  HISTORY     - 1974     GOOD             USE
 KE1145  HISTORY     - 19881028 GOOD             KS-209
 KE1145  HISTORY     - 20020808 MARK NOT FOUND   INDIV
 KE1145  HISTORY     - 20041114 GOOD             GEOCAC
 KE1145
 KE1145                          STATION DESCRIPTION
 KE1145
 KE1145'DESCRIBED BY US ENGINEERS 1974
 KE1145'WYANDOTTE CO., KS., T-11-S, R-25-E, IN THE NE. 1/4 OF SECTION
 KE1145'10.  THE STATION IS LOCATED IN PARK OVERLOOK ABOVE INTERSTATE 70
 KE1145'ON 4TH ST. A C OF E DISC STAMPED PARKER-1971 SET IN TOP OF
 KE1145'CONCRETE POST FLUSH WITH THE GROUND.
 KE1145'
 KE1145'TO REACH--FROM INTERSECTION OF 4TH AND ANN AVE., GO 45 FT
 KE1145'E. AND STATION LOCATION.
 KE1145'
 KE1145'REFERENCES--1.70 FT E. TO STEEL POST AND SIGN.
 KE1145'
 KE1145'1.73 FT W. TO STEEL POST AND SIGN.
 KE1145'
 KE1145'43.17 FT NNE. TO SHINER IN 6 IN TREE.
 KE1145'
 KE1145'45.92 FT S. TO SHINER IN POWER POLE.
 KE1145'
 KE1145'43.57 FT SSW. TO SHINER IN 6 IN ELM.
 KE1145
 KE1145                          STATION RECOVERY (1988)
 KE1145
 KE1145'RECOVERY NOTE BY WYANDOTTE COUNTY KANSAS 1988
 KE1145'THE STATION IS LOCATED IN ST. JOHNS PARK EAST OF THE INTERSECTION OF
 KE1145'FOURTH STREET AND ANN AVENUE IN KANSAS CITY WYANDOTTE COUNTY KANSAS.
 KE1145'TO REACH STATION FROM THE INTERSECTION OF FOURTH AND ANN AVENUE GO
 KE1145'EAST 13.71 M (45.0 FT).
 KE1145
 KE1145                          STATION RECOVERY (2002)
 KE1145
 KE1145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 KE1145'MARK NOT FOUND.
 KE1145
 KE1145                          STATION RECOVERY (2004)
 KE1145
 KE1145'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1145'THE REFERENCES IN THE 1974 DESCRIPTION ARE NOT PRESENT.  NEW
 KE1145'REFERENCES FOLLOW.  THE STATION IS LOCATED IN ST. JOHNS PARK EAST OF
 KE1145'THE INTERSECTION OF FOURTH STREET AND ANN AVENUE IN KANSAS CITY
 KE1145'WYANDOTTE COUNTY KANSAS.   THE STATION IS 14.0 M (46.0 FT) E FROM THE
 KE1145' 
 KE1145'EAST CURB OF 4TH ST, 19.8 M (65.0 FT) NE TO A FLAGPOLE, 12.9 M (42.5
 KE1145'FT) N TO THE SOUTH EDGE OF A STONE SLAB OVER A TIME CAPSULE, 16.0 M
 KE1145'52.5 FT) SSW TO A YELLOW PLASTIC SHINER IN AN EVERGREEN TREE, 0.4 M
 KE1145'(1.25 FT) S FROM THE NE CORNER OF THE CONCRETE SLAB FOR THE SOUTHERN
 KE1145'MOST METAL BENCH, 0.07 M (0.25 FT) E OF THE CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0952 ***********************************************************************
 HG0952  DESIGNATION -  PARKIN
 HG0952  PID         -  HG0952
 HG0952  STATE/COUNTY-  KS/KIOWA
 HG0952  USGS QUAD   -  COLDWATER NE (1980)
 HG0952
 HG0952                         *CURRENT SURVEY CONTROL
 HG0952  ___________________________________________________________________
 HG0952* NAD 83(1997)-  37 27 16.84015(N)    099 19 12.11259(W)     ADJUSTED  
 HG0952* NAVD 88     -       692.     (meters)    2270.     (feet)  SCALED    
 HG0952  ___________________________________________________________________
 HG0952  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 HG0952  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 HG0952
 HG0952  HORZ ORDER  -  THIRD
 HG0952
 HG0952.The horizontal coordinates were established by classical geodetic methods
 HG0952.and adjusted by the National Geodetic Survey in October 1998..
 HG0952
 HG0952.The orthometric height was scaled from a topographic map.
 HG0952
 HG0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0952
 HG0952.The geoid height was determined by GEOID03.
 HG0952
 HG0952;                    North         East     Units Scale Factor Converg.
 HG0952;SPC KS S     -   487,776.358   327,447.798   MT  0.99996836   -0 30 14.2
 HG0952;UTM  14      - 4,145,361.271   471,695.285   MT  0.99960987   -0 11 40.6
 HG0952
 HG0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0952!SPC KS S     -   0.99989563  x   0.99996836  =   0.99986399
 HG0952!UTM  14      -   0.99989563  x   0.99960987  =   0.99950554
 HG0952
 HG0952|---------------------------------------------------------------------|
 HG0952| PID    Reference Object                     Distance      Geod. Az  |
 HG0952|                                                           dddmmss.s |
 HG0952| CK9598 PARKIN RM 1                          22.897 METERS 09119     |
 HG0952| CK9597 PARKIN AZ MK                                       2685731.0 |
 HG0952| CK9599 PARKIN RM 2                          18.302 METERS 32737     |
 HG0952|---------------------------------------------------------------------|
 HG0952
 HG0952                          SUPERSEDED SURVEY CONTROL
 HG0952
 HG0952  NAD 83(1997)-  37 27 16.84737(N)    099 19 12.11270(W) AD(       ) 3
 HG0952  NAD 83(1986)-  37 27 16.84320(N)    099 19 12.10858(W) AD(       ) 3
 HG0952  NAD 27      -  37 27 16.76850(N)    099 19 10.69965(W) AD(       ) 3
 HG0952
 HG0952.Superseded values are not recommended for survey control.
 HG0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0952.See file dsdata.txt to determine how the superseded data were derived.
 HG0952
 HG0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7169545361(NAD 83)
 HG0952_MARKER: DS = TRIANGULATION STATION DISK
 HG0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0952
 HG0952  HISTORY     - Date     Condition        Report By
 HG0952  HISTORY     - 1964     MONUMENTED       CGS
 HG0952
 HG0952                          STATION DESCRIPTION
 HG0952
 HG0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0952'THE STATION IS 12-3/4 MILES NORTH OF COLDWATER, 10-1/2 MILES SOUTH
 HG0952'GREENSBURG, IN THE SOUTHWEST CORNER OF SECTION 5, T 30 S, R 18 W,
 HG0952'AND ON PROPERTY OWNED BY MR. H.P. PARKIN.
 HG0952'
 HG0952'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 183 AND 54
 HG0952'APPROXIMATELY 1-1/2 MILES WEST OF GREENSBURG, GO SOUTH ON HIGHWAY
 HG0952'183 FOR 7.4 MILES TO A CROSSROAD.  CONTINUE SOUTH ON HIGHWAY 183 FOR
 HG0952'3.0 MILES TO A CROSSROAD NEAR THE CREST OF A HILL AND THE STATION
 HG0952'IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 HG0952'
 HG0952'STATION MARKS ARE STANDARD DISKS STAMPED PARKIN 1964.  THE SURFACE
 HG0952'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG0952'GROUND.  IT IS 67 FEET EAST OF THE CENTER LINE OF HIGHWAY 183, 28
 HG0952'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 13 FEET EAST OF THE EAST
 HG0952'GATE POST OF A WIRE GATE, AND 4 FEET NORTH OF A FENCE.  THE
 HG0952'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40
 HG0952'INCHES BELOW THE SURFACE OF THE GROUND.
 HG0952'
 HG0952'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PARKIN NO 1 1964, IS
 HG0952'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 67
 HG0952'FEET WEST OF A POWER POLE, 26 FEET NORTH OF THE CENTER OF THE GRAVEL
 HG0952'ROAD, AND 1 FOOT NORTH OF THE FENCE.
 HG0952'
 HG0952'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PARKIN NO 2 1964, IS
 HG0952'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 40
 HG0952'FEET NORTH OF THE WEST GATE POST OF THE WIRE GATE, 33.5 FEET EAST OF
 HG0952'THE CENTER LINE OF HIGHWAY 183, AND 2 FEET SOUTHEAST OF TELEPHONE
 HG0952'POLE NUMBER 3792.
 HG0952'
 HG0952'AZIMUTH MARK, A STANDARD DISK STAMPED PARKIN 1964, IS SET IN A SQUARE
 HG0952'CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 39.5 FEET SOUTH OF THE
 HG0952'CENTER OF A GRAVEL ROAD, 18 FEET EAST OF THE CENTER OF AN OLD
 HG0952'DRIVEWAY, AND 1 FOOT NORTHEAST OF A CORNER FENCE POST.
 HG0952'
 HG0952'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE GRAVEL
 HG0952'ROAD FOR 0.5 MILE TO AN OLD DRIVEWAY, A FENCE CORNER, AND THE
 HG0952'AZIMUTH MARK ON THE LEFT.
 HG0952'
 HG0952'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0832 ***********************************************************************
 HH0832  DESIGNATION -  PARKS
 HH0832  PID         -  HH0832
 HH0832  STATE/COUNTY-  KS/STANTON
 HH0832  USGS QUAD   -  JOHNSON NE (1973)
 HH0832
 HH0832                         *CURRENT SURVEY CONTROL
 HH0832  ___________________________________________________________________
 HH0832* NAD 83(1997)-  37 41 55.08190(N)    101 51 08.60921(W)     ADJUSTED  
 HH0832* NAVD 88     -      1042.1    (meters)    3419.     (feet)  VERTCON   
 HH0832  ___________________________________________________________________
 HH0832  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 HH0832  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 HH0832
 HH0832  HORZ ORDER  -  FIRST
 HH0832
 HH0832.The horizontal coordinates were established by classical geodetic methods
 HH0832.and adjusted by the National Geodetic Survey in October 1998..
 HH0832
 HH0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0832
 HH0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0832
 HH0832.The geoid height was determined by GEOID03.
 HH0832
 HH0832;                    North         East     Units Scale Factor Converg.
 HH0832;SPC KS S     -   519,846.716   104,430.822   MT  0.99994319   -2 03 36.5
 HH0832;UTM  14      - 4,176,208.391   248,519.854   MT  1.00037904   -1 44 42.6
 HH0832
 HH0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0832!SPC KS S     -   0.99984033  x   0.99994319  =   0.99978353
 HH0832!UTM  14      -   0.99984033  x   1.00037904  =   1.00021931
 HH0832
 HH0832|---------------------------------------------------------------------|
 HH0832| PID    Reference Object                     Distance      Geod. Az  |
 HH0832|                                                           dddmmss.s |
 HH0832| CM9675 PARKS RM 1                           38.030 METERS 01046     |
 HH0832| HH0837 JOHNSON MUN WATER TANK              APPROX.17.1 KM 1483528.6 |
 HH0832| CM9676 PARKS RM 2                           43.157 METERS 17347     |
 HH0832| CM9674 PARKS AZ MK                                        2340955.4 |
 HH0832|---------------------------------------------------------------------|
 HH0832
 HH0832                          SUPERSEDED SURVEY CONTROL
 HH0832
 HH0832  NAD 83(1997)-  37 41 55.08224(N)    101 51 08.60941(W) AD(       ) 1
 HH0832  NAD 83(1997)-  37 41 55.08620(N)    101 51 08.60578(W) AD(       ) 1
 HH0832  NAD 83(1986)-  37 41 55.08522(N)    101 51 08.60286(W) AD(       ) 1
 HH0832  NAD 27      -  37 41 55.03790(N)    101 51 06.97737(W) AD(       ) 1
 HH0832  NGVD 29 (07/19/86) 1041.7    (m)         3418.     (f) VERT ANG       
 HH0832
 HH0832.Superseded values are not recommended for survey control.
 HH0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0832.See file dsdata.txt to determine how the superseded data were derived.
 HH0832
 HH0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4852076208(NAD 83)
 HH0832_MARKER: DS = TRIANGULATION STATION DISK
 HH0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0832
 HH0832  HISTORY     - Date     Condition        Report By
 HH0832  HISTORY     - 1934     MONUMENTED       CGS
 HH0832
 HH0832                          STATION DESCRIPTION
 HH0832
 HH0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0832'STATION IS ABOUT 10 MILES NNW OF JOHNSON, IN THE SE 1/4 SEC.
 HH0832'13, T 27 S, R 42 W.  THE STATION IS ON A SLIGHT RISE WHICH
 HH0832'OVERLOOKS THE COUNTRY TO THE N AND THE S.  THE STATION IS
 HH0832'5 MILES W OF STATE HIGHWAY 27, 0.3 MILE N OF A CROSSROADS,
 HH0832'AND 26 FEET W OF THE CENTER OF AN UNGRADED SECTION LINE
 HH0832'ROAD.  THE STATION MARK IS 15 INCHES BELOW THE SURFACE OF
 HH0832'THE GROUND.
 HH0832'
 HH0832'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0832'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 HH0832'
 HH0832'REFERENCE MARK NO. 1 IS N OF THE STATION.  IT IS 8 FEET W
 HH0832'OF THE CENTER OF THE ROAD AND PROJECTS 3 INCHES.
 HH0832'
 HH0832'REFERENCE MARK NO. 2 IS S OF THE STATION.  IT IS 10 FEET
 HH0832'W OF THE CENTER OF THE ROAD AND PROJECTS 4 INCHES.
 HH0832'
 HH0832'THE AZIMUTH MARK IS SW OF THE STATION.  IT IS 0.35 MILE W
 HH0832'OF A CROSSROADS, AND 23 FEET S OF THE CENTER OF THE ROAD.
 HH0832'IT PROJECTS 8 INCHES.
 HH0832'
 HH0832'THE STATION IS REACHED FROM JOHNSON BY GOING W ON STATE
 HH0832'HIGHWAY 27 AND U.S. HIGHWAY 160, FOR 0.5 MILE.  TURN N ON
 HH0832'STATE HIGHWAY 27 AND GO 8.5 MILES TO A SCHOOLHOUSE ON THE
 HH0832'E SIDE OF THE ROAD.  TURN W ON A GRADED ROAD AND GO 5.0
 HH0832'MILES TO A CROSSROADS.  TURN N ON AN UNGRADED SECTION LINE
 HH0832'ROAD AND GO 0.3 MILE TO THE TOP OF THE RISE AND THE STATION
 HH0832'ON THE W SIDE OF THE ROAD.
 HH0832'
 HH0832'A 20-FOOT TOWER WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0777 ***********************************************************************
 HE0777  DESIGNATION -  PARKS
 HE0777  PID         -  HE0777
 HE0777  STATE/COUNTY-  KS/LABETTE
 HE0777  USGS QUAD   -  MOUND VALLEY (1974)
 HE0777
 HE0777                         *CURRENT SURVEY CONTROL
 HE0777  ___________________________________________________________________
 HE0777* NAD 83(1997)-  37 13 10.51284(N)    095 27 54.11068(W)     ADJUSTED  
 HE0777* NAVD 88     -       279.3    (meters)     916.     (feet)  VERTCON   
 HE0777  ___________________________________________________________________
 HE0777  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HE0777  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 HE0777
 HE0777  HORZ ORDER  -  SECOND
 HE0777
 HE0777.The horizontal coordinates were established by classical geodetic methods
 HE0777.and adjusted by the National Geodetic Survey in October 1998..
 HE0777
 HE0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0777
 HE0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0777
 HE0777.The geoid height was determined by GEOID03.
 HE0777
 HE0777;                    North         East     Units Scale Factor Converg.
 HE0777;SPC KS S     -   465,750.157   669,323.864   MT  1.00000959   +1 51 54.3
 HE0777;UTM  15      - 4,122,079.157   281,285.316   MT  1.00018930   -1 29 29.8
 HE0777
 HE0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0777!SPC KS S     -   0.99996088  x   1.00000959  =   0.99997047
 HE0777!UTM  15      -   0.99996088  x   1.00018930  =   1.00015017
 HE0777
 HE0777|---------------------------------------------------------------------|
 HE0777| PID    Reference Object                     Distance      Geod. Az  |
 HE0777|                                                           dddmmss.s |
 HE0777| CL5944 PARKS RM 1                           20.483 METERS 03506     |
 HE0777| HE0781 MOUND VALLEY MUNICIPAL TANK         APPROX. 5.4 KM 1060050.7 |
 HE0777| CL5945 PARKS RM 2                           18.230 METERS 14251     |
 HE0777| HE0810 CHERRYVALE MUNICIPAL STANDPIPE      APPROX. 7.9 KM 2972628.3 |
 HE0777|---------------------------------------------------------------------|
 HE0777
 HE0777                          SUPERSEDED SURVEY CONTROL
 HE0777
 HE0777  NAD 83(1997)-  37 13 10.51680(N)    095 27 54.11019(W) AD(       ) 2
 HE0777  NAD 83(1986)-  37 13 10.52638(N)    095 27 54.09510(W) AD(       ) 2
 HE0777  NAD 27      -  37 13 10.28709(N)    095 27 53.17908(W) AD(       ) 2
 HE0777  NGVD 29 (07/19/86)  279.2    (m)          916.     (f) VERT ANG       
 HE0777
 HE0777.Superseded values are not recommended for survey control.
 HE0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0777.See file dsdata.txt to determine how the superseded data were derived.
 HE0777
 HE0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB8128522079(NAD 83)
 HE0777_MARKER: DS = TRIANGULATION STATION DISK
 HE0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0777
 HE0777  HISTORY     - Date     Condition        Report By
 HE0777  HISTORY     - 1966     MONUMENTED       CGS
 HE0777
 HE0777                          STATION DESCRIPTION
 HE0777
 HE0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0777'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF CHERRYVALE,
 HE0777'3-1/2 MILES WEST-NORTHWEST OF MOUND VALLEY, 1-3/4 MILES NORTH
 HE0777'OF STATE HIGHWAY 96, IN PASTURE LAND OWNED BY MR. RICHARD E.
 HE0777'PARKS.
 HE0777'
 HE0777'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MOUND
 HE0777'VALLEY, GO NORTH ON HICKORY STREET FOR 0.25 MILE TO A CROSSROAD.
 HE0777'TURN LEFT AND GO WEST ON GRAVELED ROAD FOR 3.3 MILES TO A
 HE0777'GRAVELED SIDE ROAD ON THE RIGHT, TURN RIGHT, NORTH, ON GRAVELED
 HE0777'ROAD FOR 0.8 MILE TO AN IRON PIPE GATE ON THE LEFT.  CONTINUE
 HE0777'AHEAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 HE0777'
 HE0777'THE STATION MARK IS A STANDARD DISK, STAMPED PARKS 1964,
 HE0777'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS
 HE0777'FLUSH WITH THE GROUND.  IT IS 60 FEET WEST OF THE CENTERLINE OF A
 HE0777'NORTH-SOUTH GRAVELED ROAD AND 38 FEET WEST OF A NORTH-SOUTH
 HE0777'FENCE LINE.
 HE0777'
 HE0777'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PARKS NO 1 1964,
 HE0777'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS
 HE0777'FLUSH WITH THE GROUND.  IT IS 21 FEET WEST OF THE CENTERLINE
 HE0777'OF THE NORTH-SOUTH GRAVELED ROAD AND ABOUT THE SAME ELEVATION
 HE0777'AS THE STATION.
 HE0777'
 HE0777'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PARKS NO 2 1964, SET
 HE0777'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 HE0777'WITH THE GROUND.  IT IS 23 FEET WEST OF THE CENTERLINE OF THE
 HE0777'NORTH-SOUTH GRAVELED ROAD AND ABOUT THE SAME ELEVATION AS
 HE0777'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0566 ***********************************************************************
 KE0566  DESIGNATION -  PARNELL
 KE0566  PID         -  KE0566
 KE0566  STATE/COUNTY-  KS/ATCHISON
 KE0566  USGS QUAD   -  ATCHISON WEST (1978)
 KE0566
 KE0566                         *CURRENT SURVEY CONTROL
 KE0566  ___________________________________________________________________
 KE0566* NAD 83(1986)-  39 30 27.     (N)    095 12 23.     (W)     SCALED    
 KE0566* NAVD 88     -       321.379  (meters)    1054.39   (feet)  ADJUSTED  
 KE0566  ___________________________________________________________________
 KE0566  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 KE0566  DYNAMIC HT  -         321.179 (meters)    1053.73  (feet)  COMP
 KE0566  MODELED GRAV-     979,996.6   (mgal)                       NAVD 88
 KE0566
 KE0566  VERT ORDER  -  SECOND    CLASS 0
 KE0566
 KE0566.The horizontal coordinates were scaled from a topographic map and have
 KE0566.an estimated accuracy of +/- 6 seconds.
 KE0566
 KE0566.The orthometric height was determined by differential leveling
 KE0566.and adjusted by the National Geodetic Survey in June 1991..
 KE0566
 KE0566.The geoid height was determined by GEOID03.
 KE0566
 KE0566.The dynamic height is computed by dividing the NAVD 88
 KE0566.geopotential number by the normal gravity value computed on the
 KE0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0566.degrees latitude (g = 980.6199 gals.).
 KE0566
 KE0566.The modeled gravity was interpolated from observed gravity values.
 KE0566
 KE0566;                    North         East    Units  Estimated Accuracy
 KE0566;SPC KS N     -   134,050.      640,220.      MT  (+/- 180 meters Scaled)
 KE0566
 KE0566                          SUPERSEDED SURVEY CONTROL
 KE0566
 KE0566  NGVD 29 (??/??/92)  321.267  (m)         1054.02   (f) ADJ UNCH    2 0
 KE0566
 KE0566.Superseded values are not recommended for survey control.
 KE0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0566.See file dsdata.txt to determine how the superseded data were derived.
 KE0566
 KE0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD103754(NAD 83)
 KE0566_MARKER: P = PIPE CAP
 KE0566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KE0566_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KE0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0566
 KE0566  HISTORY     - Date     Condition        Report By
 KE0566  HISTORY     - UNK      MONUMENTED       USGS
 KE0566  HISTORY     - 1950     MARK NOT FOUND   NGS
 KE0566
 KE0566                          STATION DESCRIPTION
 KE0566
 KE0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0566'6 MI E FROM FARMINGTON.
 KE0566'6.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0566'STATION SIGN AT FARMINGTON, ATCHISON COUNTY, AT PARNELL, 35 FEET
 KE0566'WEST OF THE GENERAL STORE AND POST OFFICE, AND NEAR A FENCE
 KE0566'LINE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, RIVETED
 KE0566'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0413 ***********************************************************************
 HE0413  DESIGNATION -  PARSONS
 HE0413  PID         -  HE0413
 HE0413  STATE/COUNTY-  KS/LABETTE
 HE0413  USGS QUAD   -  PARSONS WEST (1973)
 HE0413
 HE0413                         *CURRENT SURVEY CONTROL
 HE0413  ___________________________________________________________________
 HE0413* NAD 83(1986)-  37 20 24.     (N)    095 15 37.     (W)     SCALED    
 HE0413* NAVD 88     -       275.971  (meters)     905.41   (feet)  ADJUSTED  
 HE0413  ___________________________________________________________________
 HE0413  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HE0413  DYNAMIC HT  -         275.754 (meters)     904.70  (feet)  COMP
 HE0413  MODELED GRAV-     979,833.8   (mgal)                       NAVD 88
 HE0413
 HE0413  VERT ORDER  -  SECOND    CLASS 0
 HE0413
 HE0413.The horizontal coordinates were scaled from a topographic map and have
 HE0413.an estimated accuracy of +/- 6 seconds.
 HE0413
 HE0413.The orthometric height was determined by differential leveling
 HE0413.and adjusted by the National Geodetic Survey in June 1991..
 HE0413
 HE0413.The geoid height was determined by GEOID03.
 HE0413
 HE0413.The dynamic height is computed by dividing the NAVD 88
 HE0413.geopotential number by the normal gravity value computed on the
 HE0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0413.degrees latitude (g = 980.6199 gals.).
 HE0413
 HE0413.The modeled gravity was interpolated from observed gravity values.
 HE0413
 HE0413;                    North         East    Units  Estimated Accuracy
 HE0413;SPC KS S     -   479,720.      687,020.      MT  (+/- 180 meters Scaled)
 HE0413
 HE0413                          SUPERSEDED SURVEY CONTROL
 HE0413
 HE0413  NGVD 29 (??/??/92)  275.836  (m)          904.97   (f) ADJ UNCH    2 0
 HE0413
 HE0413.Superseded values are not recommended for survey control.
 HE0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0413.See file dsdata.txt to determine how the superseded data were derived.
 HE0413
 HE0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB997349(NAD 83)
 HE0413_MARKER: DS = TRIANGULATION STATION DISK
 HE0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0413_SP_SET: SEWER PIPE
 HE0413_STAMPING: PARSONS 1934
 HE0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0413
 HE0413  HISTORY     - Date     Condition        Report By
 HE0413  HISTORY     - 1934     MONUMENTED       CGS
 HE0413  HISTORY     - 1964     GOOD             NGS
 HE0413
 HE0413                          STATION DESCRIPTION
 HE0413
 HE0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HE0413'AT PARSONS.
 HE0413'AT PARSONS, LABETTE COUNTY, AT THE INTERSECTION OF MAIN AND
 HE0413'SEVENTEENTH STREETS, 99 FEET SOUTH OF THE CURB LINE OF MAIN
 HE0413'STREET, 59 FEET EAST OF THE CURB LINE OF SEVENTEENTH STREET,
 HE0413'AT THE COMMUNITY BUILDING, AND 2 FEET NORTH OF THE NORTHWEST
 HE0413'CORNER.  A STANDARD DISK, STAMPED PARSONS 1934 AND GROUTED IN
 HE0413'THE TOP OF A SEWER PIPE.  THE STATION IS 1.0 FEET NORTH OF
 HE0413'NORTHWEST CORNER OF COMMUNITY BUILDING, 54.0 FEET EAST OF CURB
 HE0413'ON 14TH STREET.  92.5 FEET SOUTH OF CURBING ON MAIN STREET AND
 HE0413'PROJECTS 1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1166 ***********************************************************************
 HE1166  DESIGNATION -  PARSONS
 HE1166  PID         -  HE1166
 HE1166  STATE/COUNTY-  KS/LABETTE
 HE1166  USGS QUAD   -  PARSONS WEST (1973)
 HE1166
 HE1166                         *CURRENT SURVEY CONTROL
 HE1166  ___________________________________________________________________
 HE1166* NAD 83(1997)-  37 20 43.69260(N)    095 15 46.98946(W)     ADJUSTED  
 HE1166* NAVD 88     -       275.97   (+/-2cm)     905.4    (feet)  VERTCON   
 HE1166  ___________________________________________________________________
 HE1166  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HE1166  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 HE1166
 HE1166  HORZ ORDER  -  SECOND
 HE1166  VERT ORDER  -  THIRD ? (See Below)
 HE1166
 HE1166.The horizontal coordinates were established by classical geodetic methods
 HE1166.and adjusted by the National Geodetic Survey in October 1998..
 HE1166
 HE1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1166.The vertical order pertains to the NGVD 29 superseded value.
 HE1166
 HE1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1166
 HE1166.The geoid height was determined by GEOID03.
 HE1166
 HE1166;                    North         East     Units Scale Factor Converg.
 HE1166;SPC KS S     -   480,315.443   686,755.528   MT  0.99998544   +1 59 21.1
 HE1166;UTM  15      - 4,135,599.812   299,543.228   MT  1.00009500   -1 22 23.8
 HE1166
 HE1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1166!SPC KS S     -   0.99996145  x   0.99998544  =   0.99994689
 HE1166!UTM  15      -   0.99996145  x   1.00009500  =   1.00005644
 HE1166
 HE1166|---------------------------------------------------------------------|
 HE1166| PID    Reference Object                     Distance      Geod. Az  |
 HE1166|                                                           dddmmss.s |
 HE1166| CL5951 PARSONS RM 1                         44.620 METERS 06943     |
 HE1166| CL5952 PARSONS RM 2                         56.824 METERS 12134     |
 HE1166| HE0786 PARSONS BLUE VALLEY CREAM STK       APPROX. 1.4 KM 1943956.8 |
 HE1166| HE0790 PARSONS ST PATRICKS CATH CH         111.049 METERS 23306     |
 HE1166| HE0797 MADDY                               APPROX.18.1 KM 2705713.6 |
 HE1166| HE0792 PARSONS MO KAN TEX RR TALL STK      APPROX. 0.9 KM 2881718.5 |
 HE1166| HE0788 PARSONS MUNICIPAL STANDPIPE         121.226 METERS 31812     |
 HE1166|---------------------------------------------------------------------|
 HE1166
 HE1166                          SUPERSEDED SURVEY CONTROL
 HE1166
 HE1166  NAD 83(1997)-  37 20 43.69700(N)    095 15 46.98940(W) AD(       ) 2
 HE1166  NAD 83(1986)-  37 20 43.70498(N)    095 15 46.97738(W) AD(       ) 2
 HE1166  NAD 27      -  37 20 43.48906(N)    095 15 46.07679(W) AD(       ) 2
 HE1166  NGVD 29 (07/19/86)  275.84   (m)          905.0    (f) LEVELING    3  
 HE1166
 HE1166.Superseded values are not recommended for survey control.
 HE1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1166.See file dsdata.txt to determine how the superseded data were derived.
 HE1166
 HE1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9954335600(NAD 83)
 HE1166_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HE1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE1166
 HE1166  HISTORY     - Date     Condition        Report By
 HE1166  HISTORY     - 1934     MONUMENTED       CGS
 HE1166  HISTORY     - 1965     GOOD             CGS
 HE1166
 HE1166                          STATION DESCRIPTION
 HE1166
 HE1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE1166'STATION IS ON THE GROUNDS OF THE LINCOLN SCHOOL IN THE CITY
 HE1166'OF PARSONS.  IT IS ON THE SE CORNER OF DIRR AND LINCOLN
 HE1166'STREETS, 35.0 FEET E OF LINCOLN STREET CURB, 60.1 FEET S OF
 HE1166'DIRR STREET CURB, AND 172.3 FEET N OF NW CORNER OF SCHOOL
 HE1166'BUILDING.
 HE1166'
 HE1166'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HE1166'DISKS SET IN CONCRETE.
 HE1166'
 HE1166'REFERENCE MARK NO. 1 IS ON THE SCHOOL GROUNDS AT THE CORNER
 HE1166'OF DIRR AND EIGHTEENTH STREETS.  IT IS 28.4 FEET W OF EIGHTEENTH
 HE1166'STREET CURB, 9.2 FEET S OF DIRR STREET CURB, AND 146.39
 HE1166'FEET NE OF STATION.
 HE1166'
 HE1166'REFERENCE MARK NO. 2 IS ON THE SCHOOL GROUNDS ON THE EIGHTEENTH
 HE1166'STREET SIDE BETWEEN DIRR AND STEVENS STREETS.  IT IS 25.0
 HE1166'FEET W OF THE CENTER LINE OF EIGHTEENTH STREET AND 186.42
 HE1166'FEET SE OF STATION.
 HE1166'
 HE1166'REFERENCE MARK NO. 3 IS ON THE NW CORNER OF LINCOLN AND
 HE1166'GABRIEL STREETS, TWO BLOCKS N OF THE STATION.  IT IS 7.6
 HE1166'FEET W OF GABRIEL STREET CURB, AND 11.8 FEET N OF LINCOLN
 HE1166'STREET CURB.
 HE1166'
 HE1166'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 HE1166'
 HE1166'HEIGHT OF LIGHT ABOVE STATION MARK - 32.6 METERS.
 HE1166
 HE1166                          STATION RECOVERY (1965)
 HE1166
 HE1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1166'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HE1166'RECOVERED.  THE AZIMUTH MARK IS NOT VISIBLE.  A TOWER COULD NOT BE
 HE1166'ERECTED OVER THE STATION MARK BECAUSE OF A STEEL CHAIN FENCE AND
 HE1166'A CONCRETE TENNIS COURT.  NO SUITABLE LOCATION COULD BE FOUND
 HE1166'FOR A NEW AZIMUTH MARK.  OBSERVATIONS ON ST. PATRICKS CATHOLIC
 HE1166'CHURCH, CROSS 1934 DID NOT AGREE WITH THE 1965 OBSERVATIONS.
 HE1166'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 HE1166'
 HE1166'THE STATION IS LOCATED ON THE GROUNDS OF THE LINCOLN SCHOOL
 HE1166'IN PARSONS, BETWEEN LINCOLN AVENUE AND 18TH STREET.  DIRR
 HE1166'STREET HAS BEEN CONVERTED TO A PLAY GROUND.
 HE1166'
 HE1166'THE STATION MARK IS A STANDARD DISK, STAMPED PARSONS 1934,
 HE1166'SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER
 HE1166'AND FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT NORTH OF
 HE1166'THE NORTH END OF THE CONCRETE FLOOR OF THE TENNIS COURT, 1
 HE1166'FOOT SOUTH OF THE STEEL CHAIN FENCE, 172.3 FEET NORTHWEST
 HE1166'OF THE NORTHWEST CORNER OF THE SCHOOL BUILDING AND 35.1
 HE1166'FEET EAST OF THE EAST CURB OF LINCOLN AVENUE.
 HE1166'
 HE1166'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PARSONS NO 1
 HE1166'1934, SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES
 HE1166'IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS AT
 HE1166'THE NORTHWEST CORNER OF THE BALL DIAMOND, 25 FEET NORTH OF
 HE1166'HOME PLATE, 48.1 FEET WEST OF THE CENTERLINE OF 18TH STREET,
 HE1166'20.3 FEET WEST OF A FIRE HYDRANT AND AT ABOUT THE SAME ELEVATION
 HE1166'AS THE STATION.
 HE1166'
 HE1166'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PARSONS NO 2
 HE1166'1934, SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES
 HE1166'IN DIAMETER AND PROJECTING 6 INCHES.  IT IS 89 FEET NORTHEAST
 HE1166'OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 23.0 FEET WEST OF
 HE1166'THE CENTERLINE OF 18TH STREET, 5.9 FEET WEST OF THE WEST CURB
 HE1166'OF 18TH STREET AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 HE1166'STATION.
 HE1166'
 HE1166'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PARSONS 1934, SET
 HE1166'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 1 INCH.
 HE1166'IT IS 7.4 FEET WEST OF THE WEST CURB OF LINCOLN AVENUE AND
 HE1166'11.3 FEET NORTH OF THE NORTH CURB OF GABRIEL AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0786 ***********************************************************************
 HE0786  DESIGNATION -  PARSONS BLUE VALLEY CREAM STK
 HE0786  PID         -  HE0786
 HE0786  STATE/COUNTY-  KS/LABETTE
 HE0786  USGS QUAD   -  PARSONS WEST (1973)
 HE0786
 HE0786                         *CURRENT SURVEY CONTROL
 HE0786  ___________________________________________________________________
 HE0786* NAD 83(1997)-  37 19 59.21620(N)    095 16 01.56625(W)     ADJUSTED  
 HE0786* NAVD 88     -                                                        
 HE0786  ___________________________________________________________________
 HE0786  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HE0786  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 HE0786
 HE0786  HORZ ORDER  -  THIRD
 HE0786
 HE0786.The horizontal coordinates were established by classical geodetic methods
 HE0786.and adjusted by the National Geodetic Survey in October 1998..
 HE0786
 HE0786
 HE0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0786
 HE0786.The geoid height was determined by GEOID03.
 HE0786
 HE0786;                    North         East     Units Scale Factor Converg.
 HE0786;SPC KS S     -   478,932.682   686,444.503   MT  0.99998760   +1 59 12.1
 HE0786;UTM  15      - 4,134,237.523   299,151.598   MT  1.00009694   -1 22 31.2
 HE0786
 HE0786                          SUPERSEDED SURVEY CONTROL
 HE0786
 HE0786  NAD 83(1997)-  37 19 59.22042(N)    095 16 01.56621(W) AD(       ) 4
 HE0786  NAD 83(1986)-  37 19 59.22896(N)    095 16 01.55399(W) AD(       ) 4
 HE0786  NAD 27      -  37 19 59.01050(N)    095 16 00.65347(W) AD(       ) 3
 HE0786
 HE0786.Superseded values are not recommended for survey control.
 HE0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0786.See file dsdata.txt to determine how the superseded data were derived.
 HE0786
 HE0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9915234238(NAD 83)
 HE0786_MARKER: 63 = STACK
 HE0786
 HE0786  HISTORY     - Date     Condition        Report By
 HE0786  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0786
 HE0786                          STATION DESCRIPTION
 HE0786
 HE0786'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0727 ***********************************************************************
 HE0727  DESIGNATION -  PARSONS KAN ORD PLT TANK 4
 HE0727  PID         -  HE0727
 HE0727  STATE/COUNTY-  KS/LABETTE
 HE0727  USGS QUAD   -  PARSONS EAST (1973)
 HE0727
 HE0727                         *CURRENT SURVEY CONTROL
 HE0727  ___________________________________________________________________
 HE0727* NAD 83(1997)-  37 17 20.04201(N)    095 10 46.47112(W)     ADJUSTED  
 HE0727* NAVD 88     -                                                        
 HE0727  ___________________________________________________________________
 HE0727  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 HE0727  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HE0727
 HE0727  HORZ ORDER  -  THIRD
 HE0727
 HE0727.The horizontal coordinates were established by classical geodetic methods
 HE0727.and adjusted by the National Geodetic Survey in October 1998..
 HE0727
 HE0727
 HE0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0727
 HE0727.The geoid height was determined by GEOID03.
 HE0727
 HE0727;                    North         East     Units Scale Factor Converg.
 HE0727;SPC KS S     -   474,301.238   694,371.093   MT  0.99999570   +2 02 25.8
 HE0727;UTM  15      - 4,129,148.800   306,793.627   MT  1.00005984   -1 19 15.1
 HE0727
 HE0727                          SUPERSEDED SURVEY CONTROL
 HE0727
 HE0727  NAD 83(1997)-  37 17 20.04626(N)    095 10 46.47126(W) AD(       ) 4
 HE0727  NAD 83(1986)-  37 17 20.05554(N)    095 10 46.45990(W) AD(       ) 4
 HE0727  NAD 27      -  37 17 19.82596(N)    095 10 45.56927(W) AD(       ) 3
 HE0727
 HE0727.Superseded values are not recommended for survey control.
 HE0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0727.See file dsdata.txt to determine how the superseded data were derived.
 HE0727
 HE0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0679429149(NAD 83)
 HE0727_MARKER: 53 = ELEVATED TANK
 HE0727
 HE0727  HISTORY     - Date     Condition        Report By
 HE0727  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0727
 HE0727                          STATION DESCRIPTION
 HE0727
 HE0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0727'STATION IS THE TOP CENTER OF THE ELEVATED WATER TANK, LOCATED
 HE0727'ABOUT 5-1/2 MILES SOUTHEAST OF PARSONS, 3-1/2 MILES SOUTH
 HE0727'OF U.S. HIGHWAY 160 AND IN THE RESTRICTED AREA OF THE KANSAS
 HE0727'ARMY AMMUNITION PLANT.
 HE0727'
 HE0727'THE TANK IS ELEVATED ON 6 STRUCTURAL STEEL LEGS, PAINTED
 HE0727'SILVER, HAS A RED LIGHT ON TOP CENTER AND IS 126 FEET IN
 HE0727'HEIGHT.  IT IS THE SOUTHEAST 1 OF 4 TANKS IN THE RESTRICTED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0730 ***********************************************************************
 HE0730  DESIGNATION -  PARSONS KAN ORD PLT TANK 2
 HE0730  PID         -  HE0730
 HE0730  STATE/COUNTY-  KS/LABETTE
 HE0730  USGS QUAD   -  PARSONS EAST (1973)
 HE0730
 HE0730                         *CURRENT SURVEY CONTROL
 HE0730  ___________________________________________________________________
 HE0730* NAD 83(1997)-  37 19 02.52984(N)    095 10 37.85822(W)     ADJUSTED  
 HE0730* NAVD 88     -                                                        
 HE0730  ___________________________________________________________________
 HE0730  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 HE0730  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 HE0730
 HE0730  HORZ ORDER  -  THIRD
 HE0730
 HE0730.The horizontal coordinates were established by classical geodetic methods
 HE0730.and adjusted by the National Geodetic Survey in October 1998..
 HE0730
 HE0730
 HE0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0730
 HE0730.The geoid height was determined by GEOID03.
 HE0730
 HE0730;                    North         East     Units Scale Factor Converg.
 HE0730;SPC KS S     -   477,466.333   694,470.528   MT  0.99999042   +2 02 31.1
 HE0730;UTM  15      - 4,132,302.826   307,078.514   MT  1.00005849   -1 19 13.0
 HE0730
 HE0730                          SUPERSEDED SURVEY CONTROL
 HE0730
 HE0730  NAD 83(1997)-  37 19 02.53424(N)    095 10 37.85840(W) AD(       ) 4
 HE0730  NAD 83(1986)-  37 19 02.54302(N)    095 10 37.84702(W) AD(       ) 4
 HE0730  NAD 27      -  37 19 02.32353(N)    095 10 36.95651(W) AD(       ) 3
 HE0730
 HE0730.Superseded values are not recommended for survey control.
 HE0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0730.See file dsdata.txt to determine how the superseded data were derived.
 HE0730
 HE0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0707932303(NAD 83)
 HE0730_MARKER: 53 = ELEVATED TANK
 HE0730
 HE0730  HISTORY     - Date     Condition        Report By
 HE0730  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0730
 HE0730                          STATION DESCRIPTION
 HE0730
 HE0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0730'STATION IS THE TOP CENTER OF THE ELEVATED WATER TANK, LOCATED
 HE0730'ABOUT 5 MILES SOUTHEAST OF PARSONS, 1-1/2 MILES SOUTH OF
 HE0730'U.S. HIGHWAY 160 AND IN THE RESTRICTED AREA OF THE KANSAS
 HE0730'ARMY AMMUNITION PLANT.
 HE0730'
 HE0730'THE TANK IS ELEVATED ON 6 STRUCTURAL STEEL LEGS, PAINTED
 HE0730'SILVER, HAS A RED LIGHT ON TOP CENTER AND IS 136 FEET IN
 HE0730'HEIGHT.  IT IS THE NORTHEAST 1 OF 4 TANKS IN THE RESTRICTED
 HE0730'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0733 ***********************************************************************
 HE0733  DESIGNATION -  PARSONS KAN ORD PLT TANK 1
 HE0733  PID         -  HE0733
 HE0733  STATE/COUNTY-  KS/LABETTE
 HE0733  USGS QUAD   -  PARSONS EAST (1973)
 HE0733
 HE0733                         *CURRENT SURVEY CONTROL
 HE0733  ___________________________________________________________________
 HE0733* NAD 83(1997)-  37 19 30.05039(N)    095 11 51.85709(W)     ADJUSTED  
 HE0733* NAVD 88     -                                                        
 HE0733  ___________________________________________________________________
 HE0733  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HE0733  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 HE0733
 HE0733  HORZ ORDER  -  THIRD
 HE0733
 HE0733.The horizontal coordinates were established by classical geodetic methods
 HE0733.and adjusted by the National Geodetic Survey in October 1998..
 HE0733
 HE0733
 HE0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0733
 HE0733.The geoid height was determined by GEOID03.
 HE0733
 HE0733;                    North         East     Units Scale Factor Converg.
 HE0733;SPC KS S     -   478,249.497   692,619.628   MT  0.99998904   +2 01 45.6
 HE0733;UTM  15      - 4,133,193.262   305,276.600   MT  1.00006709   -1 19 58.7
 HE0733
 HE0733                          SUPERSEDED SURVEY CONTROL
 HE0733
 HE0733  NAD 83(1997)-  37 19 30.05482(N)    095 11 51.85726(W) AD(       ) 4
 HE0733  NAD 83(1986)-  37 19 30.06383(N)    095 11 51.84506(W) AD(       ) 4
 HE0733  NAD 27      -  37 19 29.83445(N)    095 11 50.95016(W) AD(       ) 3
 HE0733
 HE0733.Superseded values are not recommended for survey control.
 HE0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0733.See file dsdata.txt to determine how the superseded data were derived.
 HE0733
 HE0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0527733193(NAD 83)
 HE0733_MARKER: 53 = ELEVATED TANK
 HE0733
 HE0733  HISTORY     - Date     Condition        Report By
 HE0733  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0733
 HE0733                          STATION DESCRIPTION
 HE0733
 HE0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0733'STATION IS THE TOP CENTER OF THE ELEVATED WATER TANK, LOCATED
 HE0733'ABOUT 3-1/2 MILES SOUTHEAST OF PARSONS, 1 MILE SOUTH OF
 HE0733'U.S. HIGHWAY 160 AND IN THE RESTRICTED AREA OF THE KANSAS
 HE0733'ARMY AMMUNITION PLANT.
 HE0733'
 HE0733'THE TANK IS ELEVATED ON 6 STRUCTURAL STEEL LEGS, PAINTED
 HE0733'SILVER, HAS A RED LIGHT ON TOP CENTER AND IS 89 FEET
 HE0733'IN HEIGHT.  IT IS THE NORTHWEST 1 OF 4 TANKS IN THE RESTRICTED
 HE0733'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0735 ***********************************************************************
 HE0735  DESIGNATION -  PARSONS KAN ORD PLT TANK 3
 HE0735  PID         -  HE0735
 HE0735  STATE/COUNTY-  KS/LABETTE
 HE0735  USGS QUAD   -  PARSONS EAST (1973)
 HE0735
 HE0735                         *CURRENT SURVEY CONTROL
 HE0735  ___________________________________________________________________
 HE0735* NAD 83(1997)-  37 16 51.82255(N)    095 11 38.44537(W)     ADJUSTED  
 HE0735* NAVD 88     -                                                        
 HE0735  ___________________________________________________________________
 HE0735  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 HE0735  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 HE0735
 HE0735  HORZ ORDER  -  THIRD
 HE0735
 HE0735.The horizontal coordinates were established by classical geodetic methods
 HE0735.and adjusted by the National Geodetic Survey in October 1998..
 HE0735
 HE0735
 HE0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0735
 HE0735.The geoid height was determined by GEOID03.
 HE0735
 HE0735;                    North         East     Units Scale Factor Converg.
 HE0735;SPC KS S     -   473,386.337   693,122.538   MT  0.99999720   +2 01 53.8
 HE0735;UTM  15      - 4,128,308.621   305,493.494   MT  1.00006606   -1 19 45.8
 HE0735
 HE0735                          SUPERSEDED SURVEY CONTROL
 HE0735
 HE0735  NAD 83(1997)-  37 16 51.82679(N)    095 11 38.44551(W) AD(       ) 4
 HE0735  NAD 83(1986)-  37 16 51.83613(N)    095 11 38.43393(W) AD(       ) 4
 HE0735  NAD 27      -  37 16 51.60714(N)    095 11 37.54580(W) AD(       ) 3
 HE0735
 HE0735.Superseded values are not recommended for survey control.
 HE0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0735.See file dsdata.txt to determine how the superseded data were derived.
 HE0735
 HE0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0549328309(NAD 83)
 HE0735_MARKER: 53 = ELEVATED TANK
 HE0735
 HE0735  HISTORY     - Date     Condition        Report By
 HE0735  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0735
 HE0735                          STATION DESCRIPTION
 HE0735
 HE0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0735'STATION IS THE TOP CENTER OF THE ELEVATED WATER TANK, LOCATED
 HE0735'ABOUT 5-1/2 MILES SOUTHEAST OF PARSONS, 4 MILES SOUTH OF
 HE0735'U.S. HIGHWAY 160 AND IN THE RESTRICTED AREA OF THE KANSAS
 HE0735'ARMY AMMUNITION PLANT.
 HE0735'
 HE0735'THE TANK IS ELEVATED ON 6 STRUCTURAL STEEL LEGS, PAINTED
 HE0735'SILVER, HAS A RED LIGHT ON TOP CENTER AND IS 139 FEET IN
 HE0735'HEIGHT.  IT IS THE SOUTHWEST 1 OF 4 TANKS IN THE RESTRICTED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0789 ***********************************************************************
 HE0789  DESIGNATION -  PARSONS KANSAS CATV INC MAST
 HE0789  PID         -  HE0789
 HE0789  STATE/COUNTY-  KS/LABETTE
 HE0789  USGS QUAD   -  PARSONS WEST (1973)
 HE0789
 HE0789                         *CURRENT SURVEY CONTROL
 HE0789  ___________________________________________________________________
 HE0789* NAD 83(1997)-  37 17 59.21573(N)    095 15 18.04522(W)     ADJUSTED  
 HE0789* NAVD 88     -                                                        
 HE0789  ___________________________________________________________________
 HE0789  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HE0789  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 HE0789
 HE0789  HORZ ORDER  -  THIRD
 HE0789
 HE0789.The horizontal coordinates were established by classical geodetic methods
 HE0789.and adjusted by the National Geodetic Survey in October 1998..
 HE0789
 HE0789
 HE0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0789
 HE0789.The geoid height was determined by GEOID03.
 HE0789
 HE0789;                    North         East     Units Scale Factor Converg.
 HE0789;SPC KS S     -   475,272.700   687,643.938   MT  0.99999365   +1 59 38.9
 HE0789;UTM  15      - 4,130,513.121   300,134.462   MT  1.00009209   -1 22 01.0
 HE0789
 HE0789                          SUPERSEDED SURVEY CONTROL
 HE0789
 HE0789  NAD 83(1997)-  37 17 59.22009(N)    095 15 18.04539(W) AD(       ) 4
 HE0789  NAD 83(1986)-  37 17 59.22899(N)    095 15 18.03306(W) AD(       ) 4
 HE0789  NAD 27      -  37 17 59.00307(N)    095 15 17.14064(W) AD(       ) 3
 HE0789
 HE0789.Superseded values are not recommended for survey control.
 HE0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0789.See file dsdata.txt to determine how the superseded data were derived.
 HE0789
 HE0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0013430513(NAD 83)
 HE0789_MARKER: 42 = RADIO/TV MAST
 HE0789
 HE0789  HISTORY     - Date     Condition        Report By
 HE0789  HISTORY     - 1966     FIRST OBSERVED   CGS
 HE0789
 HE0789                          STATION DESCRIPTION
 HE0789
 HE0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0789'THE STATION IS THE CENTER OF THE TOP OF A 300 FOOT HIGH STEEL
 HE0789'MAST.  IT IS 2-3/4 MILES SOUTH-SOUTHEAST OF THE CENTER OF
 HE0789'TOWN AND 1/4 MILE WEST OF 10TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0792 ***********************************************************************
 HE0792  DESIGNATION -  PARSONS MO KAN TEX RR TALL STK
 HE0792  PID         -  HE0792
 HE0792  STATE/COUNTY-  KS/LABETTE
 HE0792  USGS QUAD   -  PARSONS WEST (1973)
 HE0792
 HE0792                         *CURRENT SURVEY CONTROL
 HE0792  ___________________________________________________________________
 HE0792* NAD 83(1997)-  37 20 52.51699(N)    095 16 20.43897(W)     ADJUSTED  
 HE0792* NAVD 88     -                                                        
 HE0792  ___________________________________________________________________
 HE0792  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 HE0792  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 HE0792
 HE0792  HORZ ORDER  -  THIRD
 HE0792
 HE0792.The horizontal coordinates were established by classical geodetic methods
 HE0792.and adjusted by the National Geodetic Survey in October 1998..
 HE0792
 HE0792
 HE0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0792
 HE0792.The geoid height was determined by GEOID03.
 HE0792
 HE0792;                    North         East     Units Scale Factor Converg.
 HE0792;SPC KS S     -   480,558.786   685,923.321   MT  0.99998502   +1 59 00.5
 HE0792;UTM  15      - 4,135,891.580   298,726.635   MT  1.00009904   -1 22 44.4
 HE0792
 HE0792                          SUPERSEDED SURVEY CONTROL
 HE0792
 HE0792  NAD 83(1997)-  37 20 52.52134(N)    095 16 20.43876(W) AD(       ) 4
 HE0792  NAD 83(1986)-  37 20 52.52945(N)    095 16 20.42677(W) AD(       ) 4
 HE0792  NAD 27      -  37 20 52.31326(N)    095 16 19.52297(W) AD(       ) 3
 HE0792
 HE0792.Superseded values are not recommended for survey control.
 HE0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0792.See file dsdata.txt to determine how the superseded data were derived.
 HE0792
 HE0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9872735892(NAD 83)
 HE0792_MARKER: 63 = STACK
 HE0792
 HE0792  HISTORY     - Date     Condition        Report By
 HE0792  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0792  HISTORY     - 1964     GOOD             CGS
 HE0792  HISTORY     - 1965     GOOD             CGS
 HE0792
 HE0792                          STATION DESCRIPTION
 HE0792
 HE0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE0792'RECOVERED IN GOOD CONDITION.  NOT PREVIOUSLY DESCRIBED.
 HE0792'
 HE0792'STATION IS A RED BRICK STACK WITH WHITE LETTERS MKT AND IS
 HE0792'LOCATED IN RAILROAD YARDS IN THE CITY OF PARSONS.
 HE0792
 HE0792                          STATION RECOVERY (1965)
 HE0792
 HE0792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0792'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0788 ***********************************************************************
 HE0788  DESIGNATION -  PARSONS MUNICIPAL STANDPIPE
 HE0788  PID         -  HE0788
 HE0788  STATE/COUNTY-  KS/LABETTE
 HE0788  USGS QUAD   -  PARSONS WEST (1973)
 HE0788
 HE0788                         *CURRENT SURVEY CONTROL
 HE0788  ___________________________________________________________________
 HE0788* NAD 83(1997)-  37 20 46.62370(N)    095 15 50.27270(W)     ADJUSTED  
 HE0788* NAVD 88     -                                                        
 HE0788  ___________________________________________________________________
 HE0788  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HE0788  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 HE0788
 HE0788  HORZ ORDER  -  THIRD
 HE0788
 HE0788.The horizontal coordinates were established by classical geodetic methods
 HE0788.and adjusted by the National Geodetic Survey in October 1998..
 HE0788
 HE0788
 HE0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0788
 HE0788.The geoid height was determined by GEOID03.
 HE0788
 HE0788;                    North         East     Units Scale Factor Converg.
 HE0788;SPC KS S     -   480,402.945   686,671.632   MT  0.99998530   +1 59 19.1
 HE0788;UTM  15      - 4,135,692.095   299,464.599   MT  1.00009539   -1 22 25.9
 HE0788
 HE0788                          SUPERSEDED SURVEY CONTROL
 HE0788
 HE0788  NAD 83(1997)-  37 20 46.62802(N)    095 15 50.27257(W) AD(       ) 4
 HE0788  NAD 83(1986)-  37 20 46.63627(N)    095 15 50.26064(W) AD(       ) 4
 HE0788  NAD 27      -  37 20 46.41690(N)    095 15 49.35775(W) AD(       ) 3
 HE0788
 HE0788.Superseded values are not recommended for survey control.
 HE0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0788.See file dsdata.txt to determine how the superseded data were derived.
 HE0788
 HE0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9946535692(NAD 83)
 HE0788_MARKER: 52 = STANDPIPE TANK
 HE0788
 HE0788  HISTORY     - Date     Condition        Report By
 HE0788  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0788  HISTORY     - 1964     GOOD             CGS
 HE0788
 HE0788                          STATION DESCRIPTION
 HE0788
 HE0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE0788'RECOVERED IN GOOD CONDITION.  NOT PREVIOUSLY DESCRIBED.
 HE0788'
 HE0788'LOCATED NEAR CORNER OF CHESS AVENUE AND NORTH CENTRAL STREET,
 HE0788'IN THE NORTHERN PART OF THE CITY OF PARSONS.  IT IS 155
 HE0788'FEET SOUTH OF CHESS AVENUE AND 260 FEET EAST OF NORTH CENTRAL
 HE0788'STREET AND IS ABOUT 160 FEET HIGH.
 HE0788'
 HE0788'DESCRIBED BY M.A.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0791 ***********************************************************************
 HE0791  DESIGNATION -  PARSONS MUNICIPAL TANK
 HE0791  PID         -  HE0791
 HE0791  STATE/COUNTY-  KS/LABETTE
 HE0791  USGS QUAD   -  PARSONS WEST (1973)
 HE0791
 HE0791                         *CURRENT SURVEY CONTROL
 HE0791  ___________________________________________________________________
 HE0791* NAD 83(1997)-  37 20 03.72204(N)    095 15 45.11495(W)     ADJUSTED  
 HE0791* NAVD 88     -                                                        
 HE0791  ___________________________________________________________________
 HE0791  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HE0791  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 HE0791
 HE0791  HORZ ORDER  -  THIRD
 HE0791
 HE0791.The horizontal coordinates were established by classical geodetic methods
 HE0791.and adjusted by the National Geodetic Survey in October 1998..
 HE0791
 HE0791
 HE0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0791
 HE0791.The geoid height was determined by GEOID03.
 HE0791
 HE0791;                    North         East     Units Scale Factor Converg.
 HE0791;SPC KS S     -   479,085.556   686,844.416   MT  0.99998738   +1 59 22.3
 HE0791;UTM  15      - 4,134,366.695   299,559.833   MT  1.00009492   -1 22 21.4
 HE0791
 HE0791                          SUPERSEDED SURVEY CONTROL
 HE0791
 HE0791  NAD 83(1997)-  37 20 03.72649(N)    095 15 45.11479(W) AD(       ) 4
 HE0791  NAD 83(1986)-  37 20 03.73477(N)    095 15 45.10274(W) AD(       ) 4
 HE0791  NAD 27      -  37 20 03.51860(N)    095 15 44.19548(W) AD(       ) 3
 HE0791
 HE0791.Superseded values are not recommended for survey control.
 HE0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0791.See file dsdata.txt to determine how the superseded data were derived.
 HE0791
 HE0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9956034367(NAD 83)
 HE0791_MARKER: 53 = ELEVATED TANK
 HE0791
 HE0791  HISTORY     - Date     Condition        Report By
 HE0791  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0791
 HE0791                          STATION DESCRIPTION
 HE0791
 HE0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0791'THE STATION IS THE CENTER OF THE TOP OF A 143 FOOT HIGH ELEVATED,
 HE0791'SPHEROID TANK, PAINTED WHITE.  IT IS LOCATED AT THE INTERSECTION
 HE0791'OF 18TH STREET AND APPLETON AVENUE IN PARSONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0732 ***********************************************************************
 HE0732  DESIGNATION -  PARSONS RADIO STA KLKC MAST
 HE0732  PID         -  HE0732
 HE0732  STATE/COUNTY-  KS/LABETTE
 HE0732  USGS QUAD   -  PARSONS EAST (1973)
 HE0732
 HE0732                         *CURRENT SURVEY CONTROL
 HE0732  ___________________________________________________________________
 HE0732* NAD 83(1997)-  37 20 35.29070(N)    095 13 55.13548(W)     ADJUSTED  
 HE0732* NAVD 88     -                                                        
 HE0732  ___________________________________________________________________
 HE0732  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 HE0732  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 HE0732
 HE0732  HORZ ORDER  -  THIRD
 HE0732
 HE0732.The horizontal coordinates were established by classical geodetic methods
 HE0732.and adjusted by the National Geodetic Survey in October 1998..
 HE0732
 HE0732
 HE0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0732
 HE0732.The geoid height was determined by GEOID03.
 HE0732
 HE0732;                    North         East     Units Scale Factor Converg.
 HE0732;SPC KS S     -   480,152.604   689,515.969   MT  0.99998585   +2 00 29.8
 HE0732;UTM  15      - 4,135,275.310   302,289.647   MT  1.00008153   -1 21 15.6
 HE0732
 HE0732                          SUPERSEDED SURVEY CONTROL
 HE0732
 HE0732  NAD 83(1997)-  37 20 35.29511(N)    095 13 55.13542(W) AD(       ) 4
 HE0732  NAD 83(1986)-  37 20 35.30342(N)    095 13 55.12363(W) AD(       ) 4
 HE0732  NAD 27      -  37 20 35.08303(N)    095 13 54.22684(W) AD(       ) 3
 HE0732
 HE0732.Superseded values are not recommended for survey control.
 HE0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0732.See file dsdata.txt to determine how the superseded data were derived.
 HE0732
 HE0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0229035275(NAD 83)
 HE0732_MARKER: 42 = RADIO/TV MAST
 HE0732
 HE0732  HISTORY     - Date     Condition        Report By
 HE0732  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE0732
 HE0732                          STATION DESCRIPTION
 HE0732
 HE0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0732'THE STATION IS THE CENTER OF THE TOP OF A 267 FOOT HIGH, STEEL
 HE0732'MAST, LOCATED ABOUT 2 MILES EAST OF THE CENTER OF TOWN, 0.2 OF
 HE0732'A MILE NORTH OF U.S. HIGHWAY 160 AND ABOUT 200 FEET WEST
 HE0732'OF A PAVED COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0793 ***********************************************************************
 HE0793  DESIGNATION -  PARSONS ST MARYS CATH CH CROSS
 HE0793  PID         -  HE0793
 HE0793  STATE/COUNTY-  KS/LABETTE
 HE0793  USGS QUAD   -  PARSONS WEST (1973)
 HE0793
 HE0793                         *CURRENT SURVEY CONTROL
 HE0793  ___________________________________________________________________
 HE0793* NAD 83(1997)-  37 20 34.10990(N)    095 16 51.10854(W)     ADJUSTED  
 HE0793* NAVD 88     -                                                        
 HE0793  ___________________________________________________________________
 HE0793  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HE0793  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 HE0793
 HE0793  HORZ ORDER  -  THIRD
 HE0793
 HE0793.The horizontal coordinates were established by classical geodetic methods
 HE0793.and adjusted by the National Geodetic Survey in October 1998..
 HE0793
 HE0793
 HE0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0793
 HE0793.The geoid height was determined by GEOID03.
 HE0793
 HE0793;                    North         East     Units Scale Factor Converg.
 HE0793;SPC KS S     -   479,965.570   685,188.522   MT  0.99998590   +1 58 41.7
 HE0793;UTM  15      - 4,135,342.419   297,958.220   MT  1.00010286   -1 23 02.4
 HE0793
 HE0793                          SUPERSEDED SURVEY CONTROL
 HE0793
 HE0793  NAD 83(1997)-  37 20 34.11434(N)    095 16 51.10789(W) AD(       ) 4
 HE0793  NAD 83(1986)-  37 20 34.12235(N)    095 16 51.09654(W) AD(       ) 4
 HE0793  NAD 27      -  37 20 33.90634(N)    095 16 50.19434(W) AD(       ) 3
 HE0793
 HE0793.Superseded values are not recommended for survey control.
 HE0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0793.See file dsdata.txt to determine how the superseded data were derived.
 HE0793
 HE0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9795835342(NAD 83)
 HE0793_MARKER: 91 = CHURCH CROSS
 HE0793
 HE0793  HISTORY     - Date     Condition        Report By
 HE0793  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0793
 HE0793                          STATION DESCRIPTION
 HE0793
 HE0793'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0790 ***********************************************************************
 HE0790  DESIGNATION -  PARSONS ST PATRICKS CATH CH
 HE0790  PID         -  HE0790
 HE0790  STATE/COUNTY-  KS/LABETTE
 HE0790  USGS QUAD   -  PARSONS WEST (1973)
 HE0790
 HE0790                         *CURRENT SURVEY CONTROL
 HE0790  ___________________________________________________________________
 HE0790* NAD 83(1997)-  37 20 41.52972(N)    095 15 50.59736(W)     ADJUSTED  
 HE0790* NAVD 88     -                                                        
 HE0790  ___________________________________________________________________
 HE0790  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HE0790  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 HE0790
 HE0790  HORZ ORDER  -  THIRD
 HE0790
 HE0790.The horizontal coordinates were established by classical geodetic methods
 HE0790.and adjusted by the National Geodetic Survey in October 1998..
 HE0790
 HE0790
 HE0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0790
 HE0790.The geoid height was determined by GEOID03.
 HE0790
 HE0790;                    North         East     Units Scale Factor Converg.
 HE0790;SPC KS S     -   480,245.723   686,669.095   MT  0.99998555   +1 59 18.9
 HE0790;UTM  15      - 4,135,535.275   299,452.845   MT  1.00009545   -1 22 25.9
 HE0790
 HE0790                          SUPERSEDED SURVEY CONTROL
 HE0790
 HE0790  NAD 83(1997)-  37 20 41.53415(N)    095 15 50.59717(W) AD(       ) 4
 HE0790  NAD 83(1986)-  37 20 41.54238(N)    095 15 50.58506(W) AD(       ) 4
 HE0790  NAD 27      -  37 20 41.32138(N)    095 15 49.68694(W) AD(       ) 3
 HE0790
 HE0790.Superseded values are not recommended for survey control.
 HE0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0790.See file dsdata.txt to determine how the superseded data were derived.
 HE0790
 HE0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9945335535(NAD 83)
 HE0790_MARKER: 91 = CHURCH CROSS
 HE0790
 HE0790  HISTORY     - Date     Condition        Report By
 HE0790  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0790  HISTORY     - 1964     GOOD             CGS
 HE0790  HISTORY     - 1965     GOOD             CGS
 HE0790  HISTORY     - 1966     GOOD             CGS
 HE0790
 HE0790                          STATION DESCRIPTION
 HE0790
 HE0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE0790'RECOVERED IN GOOD CONDITION.  NOT PREVIOUSLY DESCRIBED.
 HE0790'
 HE0790'LOCATED AT THE INTERSECTION OF NORTH CENTRAL STREET AND
 HE0790'STEVENS AVENUE IN THE NORTHERN PART OF THE CITY OF PARSONS.
 HE0790'STATION IS THE CROSS ON TOP OF CHURCH.
 HE0790
 HE0790                          STATION RECOVERY (1965)
 HE0790
 HE0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0790'THE STATION WAS RECOVERED.
 HE0790
 HE0790                          STATION RECOVERY (1966)
 HE0790
 HE0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0790'STATION WAS RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0793 ***********************************************************************
 HG0793  DESIGNATION -  PARTRIDGE RESET
 HG0793  PID         -  HG0793
 HG0793  STATE/COUNTY-  KS/RENO
 HG0793  USGS QUAD   -  PARTRIDGE (1972)
 HG0793
 HG0793                         *CURRENT SURVEY CONTROL
 HG0793  ___________________________________________________________________
 HG0793* NAD 83(1997)-  37 59 14.44186(N)    098 06 15.91504(W)     ADJUSTED  
 HG0793* NAVD 88     -       500.4    (meters)    1642.     (feet)  VERTCON   
 HG0793  ___________________________________________________________________
 HG0793  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 HG0793  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 HG0793
 HG0793  HORZ ORDER  -  FIRST
 HG0793
 HG0793.The horizontal coordinates were established by classical geodetic methods
 HG0793.and adjusted by the National Geodetic Survey in October 1998..
 HG0793
 HG0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0793
 HG0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0793
 HG0793.The geoid height was determined by GEOID03.
 HG0793
 HG0793;                    North         East     Units Scale Factor Converg.
 HG0793;SPC KS S     -   546,649.151   434,748.355   MT  0.99993666   +0 14 35.1
 HG0793;UTM  14      - 4,204,789.235   578,643.751   MT  0.99967617   +0 33 04.5
 HG0793
 HG0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0793!SPC KS S     -   0.99992587  x   0.99993666  =   0.99986253
 HG0793!UTM  14      -   0.99992587  x   0.99967617  =   0.99960206
 HG0793
 HG0793:                Primary Azimuth Mark                     Grid Az
 HG0793:SPC KS S     -  HUTCHINSON HWY DEPT RAD MAST             041 45 04.1
 HG0793:UTM  14      -  HUTCHINSON HWY DEPT RAD MAST             041 26 34.7
 HG0793
 HG0793|---------------------------------------------------------------------|
 HG0793| PID    Reference Object                     Distance      Geod. Az  |
 HG0793|                                                           dddmmss.s |
 HG0793| JG0736 HUTCHINSON HWY DEPT RAD MAST        APPROX.10.5 KM 0415939.2 |
 HG0793| CK9601 PARTRIDGE RM 3                       26.091 METERS 04449     |
 HG0793| JF1575 HUTCHINSON RAD STA KWHK MAST        APPROX.19.6 KM 0493812.6 |
 HG0793| JF1568 HUTCHINSON RAD STA KWBW MAST        APPROX.15.5 KM 0522804.8 |
 HG0793| JF1579 HUTCHINSON CO FIRE STA MAST         APPROX.13.6 KM 0543848.3 |
 HG0793| JF1569 HUTCHINSON ST TERESAS CATH CH       APPROX.17.4 KM 0630011.6 |
 HG0793| JF1566 HUTCHINSON MORTON SALT STACK        APPROX.14.4 KM 0655201.7 |
 HG0793| JF1578 S HUTCHINSON W MUN TANK             APPROX.14.8 KM 0695604.2 |
 HG0793| JF1567 S HUTCHINSON E MUN TANK             APPROX.15.4 KM 0721718.9 |
 HG0793| HF1464 VORTAC HUTCHINSON HUT               APPROX.15.0 KM 0855303.7 |
 HG0793| CK9602 PARTRIDGE RM 4                       25.765 METERS 12832     |
 HG0793| CK9603 PARTRIDGE RM 5                      230.198 METERS 18235     |
 HG0793| CK9600 PARTRIDGE AZ MK                                    1905014.5 |
 HG0793| HG0796 ARLINGTON MUNICIPAL TANK            APPROX.12.3 KM 2134938.5 |
 HG0793| CK9604 PARTRIDGE RM 6                       75.911 METERS 25848     |
 HG0793| HG0800 ABBYVILLE FARM COOP GRAIN ELEV      APPROX. 8.7 KM 2590351.6 |
 HG0793|---------------------------------------------------------------------|
 HG0793
 HG0793                          SUPERSEDED SURVEY CONTROL
 HG0793
 HG0793  NAD 83(1997)-  37 59 14.44998(N)    098 06 15.91547(W) AD(       ) 1
 HG0793  NAD 83(1986)-  37 59 14.45014(N)    098 06 15.91451(W) AD(       ) 1
 HG0793  NAD 27      -  37 59 14.40600(N)    098 06 14.70200(W) AD(       ) 1
 HG0793  NGVD 29 (07/19/86)  500.2    (m)         1641.     (f) VERT ANG       
 HG0793
 HG0793.Superseded values are not recommended for survey control.
 HG0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0793.See file dsdata.txt to determine how the superseded data were derived.
 HG0793
 HG0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH7864404789(NAD 83)
 HG0793_MARKER: DD = SURVEY DISK
 HG0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0793
 HG0793  HISTORY     - Date     Condition        Report By
 HG0793  HISTORY     - 1901     MONUMENTED       CGS
 HG0793  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HG0793  HISTORY     - 1953     GOOD             CGS
 HG0793  HISTORY     - 1969     POOR             CGS
 HG0793  HISTORY     - 1970     SEE DESCRIPTION  NGS
 HG0793  HISTORY     - 1972     GOOD             NGS
 HG0793
 HG0793                          STATION DESCRIPTION
 HG0793
 HG0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (ATM)
 HG0793'ABOUT 1-1/4 MILES NORTH AND 1/2 MILE WEST OF PARTRIDGE, AND
 HG0793'1/4 MILE NORTH OF THE SOUTHWEST CORNER OF SEC. 4, T. 24 S.,
 HG0793'R. 7 W., ON THE FARM BELONGING (1901) TO J.W. HAMILTON.
 HG0793'THE STATION IS MARKED BY AN OLD TYPE BRONZE STATION MARK SET
 HG0793'IN CONCRETE IN A 6-INCH DRAIN TILE.  THE FLANGE OF THE TILE
 HG0793'IS FLUSH WITH THE GROUND.  CAST IN THE BRONZE MARK IS A
 HG0793'CROSS INSTEAD OF A TRIANGLE.  IT IS SECURED IN THE CONCRETE
 HG0793'BY A STEM 76 MILLIMETERS LONG.  TWO WITNESS MARKS, EACH
 HG0793'CONSISTING OF A 4-INCH DRAIN TILE FILLED WITH CONCRETE,
 HG0793'WITH A NAIL AT THE CENTER OF THE TOP, ARE FLUSH WITH THE
 HG0793'GROUND ABOUT 6 FEET FROM THE STATION, ONE NORTH AND THE
 HG0793'OTHER SOUTH.
 HG0793
 HG0793                          STATION RECOVERY (1934)
 HG0793
 HG0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HG0793'ABOUT 65 RODS NORTH AND 17 RODS EAST OF THE SOUTHWEST CORNER
 HG0793'OF SEC. 4, T. 24 S., R. 7 W., IN THE SOUTHEAST CORNER OF
 HG0793'A SMALL PASTURE, ON LAND OWNED BY THE HEIRS OF J.W. HAMILTON.
 HG0793'THE MARK IS 54 FEET NORTH OF A 4-WIRE FENCE, 64 FEET WEST OF A
 HG0793'3-WIRE FENCE.  TWO WITNESS POSTS MARK THE STATION, ONE 6
 HG0793'FEET NORTH, AND THE OTHER 6 FEET SOUTH OF THE STATION.
 HG0793
 HG0793                          STATION RECOVERY (1953)
 HG0793
 HG0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0793'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IS IN GOOD
 HG0793'CONDITION.  THE AZIMUTH MARK AND REFERENCE MARKS WERE NOT
 HG0793'RECOVERED AND A NEW AZIMUTH MARK AND REFERENCE MARKS NO.
 HG0793'3 AND NO. 4 WERE SET.  THE 1934 TO REACH IS ACCURATE AND
 HG0793'ADEQUATE.
 HG0793'
 HG0793'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE FARM YARD GO
 HG0793'SOUTH ON THE GRAVELED ROAD FOR 0.45 MILE TO THE AZIMUTH
 HG0793'MARK ON THE RIGHT.
 HG0793'
 HG0793'THE AZIMUTH MARK IS 35 FEET WEST OF THE GRAVELED ROAD, 2
 HG0793'FEET EAST OF POWER-LINE POLE NO. 7GE3, AND 2 FEET NORTHEAST
 HG0793'OF A 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 6 INCHES
 HG0793'AND THE DISK IS STAMPED PARTRIDGE 1901.
 HG0793'
 HG0793'REFERENCE MARK NO. 3 IS 2 FEET SOUTH OF A 4 IN X 4 IN WITNESS
 HG0793'POST AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS
 HG0793'6 INCHES AND THE DISK IS STAMPED PARTRIDGE NO 3 1901.
 HG0793'
 HG0793'REFERENCE MARK NO. 4 IS 1 FOOT NORTHWEST OF A FENCE CORNER.
 HG0793'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED PARTRIDGE
 HG0793'NO 4 1901.
 HG0793
 HG0793                          STATION RECOVERY (1969)
 HG0793
 HG0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GLS)
 HG0793'THE STATION WAS VISITED.  THE SURFACE STATION MARKS AND
 HG0793'REFERENCE MARKS ARE GONE.  THE LAND IS NOW UNDER CULTIVATION
 HG0793'THE FENCES HAVE BEEN REMOVED FROM THE ROADSIDE IN THE AREA
 HG0793'DESCRIBED AS THE STATION SITE.  IT IS BELIEVED THE MARKS
 HG0793'HAVE BEEN REMOVED ALSO.  THE LAND OWNER WAS NOT CONTACTED
 HG0793'AT THIS DATE.
 HG0793'
 HG0793'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.  THIS MARK IS
 HG0793'SITUATED ON THE WEST RIGHT-OF-WAY OF THE NORTH-SOUTH GRADED
 HG0793'ROAD 0.15 MILE SOUTH OF THE CROSS ROAD.  IT IS NEAR THE BASE
 HG0793'OF THE FIRST POWERLINE POLE NORTH OF PRIVATE DRIVE LEADING
 HG0793'INTO THE C.W. HAMILTON FARM RESIDENCE.
 HG0793'
 HG0793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.6 MILES
 HG0793'NORTH-NORTHWEST OF PARTRIDGE.
 HG0793
 HG0793                          STATION RECOVERY (1970)
 HG0793
 HG0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HG0793'THE STATION SURFACE MARK, REFERENCE MARK NO. 3, REFERENCE
 HG0793'MARK NO. 4, WITNESS POSTS NORTH AND SOUTH WERE FOUND DESTROYED
 HG0793'BY FARMING OPERATIONS.  THE OLD POSTS FOR THE STATION AND
 HG0793'THE WITNESS POSTS WERE FOUND WITH THE TOPS BROKEN OFF AND WERE
 HG0793'ABOUT 14 INCHES BELOW THE SURFACE OF THE GROUND.  THE
 HG0793'UNDERGROUND STATION MARK, A BOTTLE NECK SET IN CONCRETE AND THE
 HG0793'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HG0793'
 HG0793'THE UNDERGROUND STATION MARK WAS REPLACED AND A STANDARD
 HG0793'DISK WAS SET VERTICALLY OVER THE OLD BOTTLE NECK AND A NEW
 HG0793'SURFACE STATION MARK WAS SET, ALSO REFERENCE MARK NO. 5 AND
 HG0793'REFERENCE MARK NO. 6 WERE SET.
 HG0793'
 HG0793'FOLLOWING IS A NEW DESCRIPTION.
 HG0793'
 HG0793'TO REACH THE STATION FROM THE MAIN CROSSROAD AT THE CAUTION
 HG0793'LIGHT IN PARTRIDGE, GO WEST ON A SURFACE ROAD FOR 0.75 MILE
 HG0793'TO A CROSSROAD.  TURN RIGHT, CROSS RAILROAD TRACKS, AND
 HG0793'GO NORTH ON A GRAVELED ROAD FOR 0.9 MILE TO THE AZIMUTH MARK
 HG0793'ON THE LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.15 MILE
 HG0793'TO A CROSSROAD AND REFERENCE MARK NO. 5 ON THE RIGHT.
 HG0793'CONTINUE NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO REFERENCE
 HG0793'MARK NO. 6 AND THE STATION ON THE RIGHT.
 HG0793'
 HG0793'STATION MARKS ARE STANDARD DISKS STAMPED PARTRIDGE 1901
 HG0793'1970.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 HG0793'WHICH IS 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 HG0793'835 FEET NORTH OF THE CENTER OF A SURFACED ROAD, 755 FEET
 HG0793'NORTH OF AN EAST-WEST FENCE, AND 276 FEET EAST OF A
 HG0793'NORTH-SOUTH GRAVELED ROAD.  THE UNDERGROUND DISK IS SET
 HG0793'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 HG0793'THE SURFACE OF THE GROUND.
 HG0793'
 HG0793'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED PARTRIDGE
 HG0793'1901 NO. 5 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST
 HG0793'WHICH PROJECTS 5 INCHES.  IT IS 248 FEET EAST OF THE CENTER
 HG0793'OF THE NORTH-SOUTH ROAD, 92 FEET EAST OF A CORNER FENCE
 HG0793'POST, 80 FEET NORTH OF THE CENTER OF THE SURFACED ROAD, AND
 HG0793'1.5 FEET WEST OF A METAL WITNESS POST.
 HG0793'
 HG0793'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED PARTRIDGE
 HG0793'1901 NO. 6 1970, IS SET IN THE TOP OF A ROUND CONCRETE POST
 HG0793'WHICH PROJECTS 3 INCHES.  IT IS 32 FEET EAST OF THE CENTER
 HG0793'OF THE NORTH-SOUTH ROAD, 1 FOOT NORTH OF A METAL WITNESS
 HG0793'POST, AND SET IN AN OLD NORTH-SOUTH FENCE.
 HG0793'
 HG0793'AZIMUTH MARK, A STANDARD DISK STAMPED PARTRIDGE 1953, IS
 HG0793'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6
 HG0793'INCHES.  IT IS 32 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 HG0793'2.5 FEET EAST OF A POWERLINE POLE, 1 FOOT WEST OF A METAL
 HG0793'WITNESS POST, AND IN A HEDGE ROW AT THE POWER POLE NORTH
 HG0793'OF MR. C.W. HAMILTONS DRIVEWAY.
 HG0793'
 HG0793'NOTE- THE STATION IS NOW ON THE HIGHEST POINT OF A
 HG0793'CULTIVATED FIELD OWNED BY MR. RUFUS YODER.
 HG0793'
 HG0793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2
 HG0793'MILES NORTH OF PARTRIDGE.
 HG0793
 HG0793                          STATION RECOVERY (1972)
 HG0793
 HG0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HG0793'RM 5 TO RM 6 NOT MEASURED DUE TO DIFFICULT TERRAIN.
 HG0793'
 HG0793'THE SURFACE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 5 AND 6
 HG0793'WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED BY L.F. SMITH IN
 HG0793'1970.  THE DISTANCES AND DIRECTIONS CHECKED TO THE REFERENCE MARKS.
 HG0793'
 HG0793'THE DIRECTION TO THE AZIMUTH MARK MISSED THE 1953 DATA BY 10.0
 HG0793'SECONDS.  THE MARK WAS REOBSERVED AND THE 1972 DATA WAS CONFIRMED.
 HG0793'
 HG0793'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HG0793'
 HG0793'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NNW OF
 HG0793'PARTRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0237 ***********************************************************************
 KF0237  DESIGNATION -  PASS
 KF0237  PID         -  KF0237
 KF0237  STATE/COUNTY-  KS/GEARY
 KF0237  USGS QUAD   -  WREFORD (1964)
 KF0237
 KF0237                         *CURRENT SURVEY CONTROL
 KF0237  ___________________________________________________________________
 KF0237* NAD 83(1997)-  38 59 57.89681(N)    096 51 42.64857(W)     ADJUSTED  
 KF0237* NAVD 88     -       348.993  (meters)    1144.99   (feet)  ADJUSTED  
 KF0237  ___________________________________________________________________
 KF0237  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 KF0237  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 KF0237  DYNAMIC HT  -         348.752 (meters)    1144.20  (feet)  COMP
 KF0237  MODELED GRAV-     979,929.6   (mgal)                       NAVD 88
 KF0237
 KF0237  HORZ ORDER  -  SECOND
 KF0237  VERT ORDER  -  SECOND    CLASS 0
 KF0237
 KF0237.The horizontal coordinates were established by classical geodetic methods
 KF0237.and adjusted by the National Geodetic Survey in October 1998..
 KF0237
 KF0237.The orthometric height was determined by differential leveling
 KF0237.and adjusted by the National Geodetic Survey in June 1991..
 KF0237
 KF0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0237
 KF0237.The geoid height was determined by GEOID03.
 KF0237
 KF0237.The dynamic height is computed by dividing the NAVD 88
 KF0237.geopotential number by the normal gravity value computed on the
 KF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0237.degrees latitude (g = 980.6199 gals.).
 KF0237
 KF0237.The modeled gravity was interpolated from observed gravity values.
 KF0237
 KF0237;                    North         East     Units Scale Factor Converg.
 KF0237;SPC KS N     -    74,561.840   498,589.021   MT  0.99996642   +0 43 12.5
 KF0237;UTM  14      - 4,318,886.479   685,156.989   MT  1.00002216   +1 20 45.4
 KF0237
 KF0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0237!SPC KS N     -   0.99994989  x   0.99996642  =   0.99991631
 KF0237!UTM  14      -   0.99994989  x   1.00002216  =   0.99997205
 KF0237
 KF0237:                Primary Azimuth Mark                     Grid Az
 KF0237:SPC KS N     -  JUNCTION CITY KANS P AND L TWR           033 17 51.9
 KF0237:UTM  14      -  JUNCTION CITY KANS P AND L TWR           032 40 19.0
 KF0237
 KF0237|---------------------------------------------------------------------|
 KF0237| PID    Reference Object                     Distance      Geod. Az  |
 KF0237|                                                           dddmmss.s |
 KF0237| KF1105 JUNCTION CITY KANS P AND L TWR      APPROX. 1.2 KM 0340104.4 |
 KF0237| KF0240 PASS AZ MK                          APPROX. 1.0 KM 0863703.4 |
 KF0237| JF1484 JUNCTION CITY RAD STA KJCK MST      APPROX. 3.1 KM 1085732.1 |
 KF0237| KF0236 PASS RM 1                             7.781 METERS 14640     |
 KF0237| KF1108 JUNCTION CITY SW BELL TEL TWR       APPROX. 1.6 KM 3273716.6 |
 KF0237| KF0238 PASS RM 2                             9.117 METERS 33636     |
 KF0237| KF1107 JUNCTION CITY TV INC N MAST         APPROX. 1.9 KM 3363812.2 |
 KF0237| KF1106 JUNCTION CITY TEL CO MAST           APPROX. 0.5 KM 3530643.2 |
 KF0237|---------------------------------------------------------------------|
 KF0237
 KF0237                          SUPERSEDED SURVEY CONTROL
 KF0237
 KF0237  NAD 83(1986)-  38 59 57.90326(N)    096 51 42.64747(W) AD(       ) 2
 KF0237  NAD 27      -  38 59 57.90722(N)    096 51 41.61205(W) AD(       ) 2
 KF0237  NGVD 29 (??/??/92)  348.887  (m)         1144.64   (f) ADJ UNCH    2 0
 KF0237
 KF0237.Superseded values are not recommended for survey control.
 KF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0237.See file dsdata.txt to determine how the superseded data were derived.
 KF0237
 KF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8515718886(NAD 83)
 KF0237_MARKER: DE = TRAVERSE STATION DISK
 KF0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0237_STAMPING: PASS 1970
 KF0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0237+STABILITY: SURFACE MOTION
 KF0237
 KF0237  HISTORY     - Date     Condition        Report By
 KF0237  HISTORY     - 1970     MONUMENTED       NGS
 KF0237  HISTORY     - 1970     GOOD             NGS
 KF0237
 KF0237                          STATION DESCRIPTION
 KF0237
 KF0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0237'STATION IS LOCATED ABOUT 2.0 MILES SOUTH AND 1.75 MILES WEST
 KF0237'OF THE BUSINESS DISTRICT OF JUNCTION CITY, IN THE CENTER OF THE
 KF0237'MEDIAN OF INTERSTATE HIGHWAY 70 ON THE WEST SIDE AND ABOVE U.S.
 KF0237'HIGHWAY 77 AND IN THE NORTHWEST 1/4 OF SECTION 22, T12S, R5E.
 KF0237'
 KF0237'NO TO REACH IS REQUIRED, AS THE STATION IS LOCATED AT THE
 KF0237'JUNCTION OF INTERSTATE HIGHWAY 70 AND U.S. HIGHWAY 77.
 KF0237'
 KF0237'STATION MARKS ARE STANDARD TRAVERSE DISKS, STAMPED PASS 1970.
 KF0237'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0237'CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 KF0237'SURFACE.  IT IS 29.6 FEET SOUTH OF THE WEST END OF THE TOP METAL
 KF0237'GUARD RAIL OF THE BRIDGE ON THE WEST BOUND LANE OF TRAFFIC, 26.5
 KF0237'FEET NORTH OF THE WEST END OF THE TOP METAL GUARD RAIL OF THE
 KF0237'BRIDGE ON THE EAST BOUND LANE OF TRAFFIC AND 4.0 FEET EAST OF A
 KF0237'METAL GUARD RAIL.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 KF0237'MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 KF0237'
 KF0237'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PASS NO 1 1970,
 KF0237'CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTHWEST CORNER OF
 KF0237'THE CONCRETE BRIDGE RAIL ON THE EAST LANE OF TRAFFIC.
 KF0237'
 KF0237'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PASS NO 2 1970,
 KF0237'CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST CORNER OF
 KF0237'THE CONCRETE BRIDGE RAIL OF THE WEST LANE OF TRAFFIC.
 KF0237'
 KF0237'AZIMUTH MARK IS A STANDARD DISK, STAMPED PASS 1970, SET IN THE
 KF0237'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 KF0237'WITH THE GROUND SURFACE.  IT IS 69.0 FEET NORTH-NORTHEAST OF A
 KF0237'WITNESS SIGN NAILED TO A BRACE POST IN THE HIGHWAY RIGHT-OF-WAY
 KF0237'FENCE AND 34.0 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 KF0237'LANE OF TRAFFIC OF INTERSTATE HIGHWAY 70.
 KF0237
 KF0237                          STATION RECOVERY (1970)
 KF0237
 KF0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0237'1.8 MI SW FROM JUNCTION CITY.
 KF0237'ABOUT 1.85 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0237'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0237'ON THE MEDIAN AT THE WEST END OF THE HIGHWAY OVERPASSES FOR
 KF0237'U.S. HIGHWAY 77, 39 FEET NORTH OF THE CENTER LINE OF THE SOUTH
 KF0237'LANES OF THE HIGHWAY, 19.5 FEET NORTHWEST OF THE NORTH CORNER
 KF0237'OF A CONCRETE WING WALL FOR THE MORE SOUTHERLY OF THE TWO OVERPASSES,
 KF0237'28.5 FEET SOUTH OF THE SOUTH FACE OF THE SOUTH CONCRETE GUARDRAIL
 KF0237'ON THE MORE NORTHERLY OF THE TWO OVERPASSES, 3 1/2 FEET NORTHEAST
 KF0237'OF A METAL GUARDRAIL, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 KF0237'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT.  SEC 20,
 KF0237'T 12 S, R 5 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0240 ***********************************************************************
 KF0240  DESIGNATION -  PASS AZ MK
 KF0240  PID         -  KF0240
 KF0240  STATE/COUNTY-  KS/GEARY
 KF0240  USGS QUAD   -  WREFORD (1964)
 KF0240
 KF0240                         *CURRENT SURVEY CONTROL
 KF0240  ___________________________________________________________________
 KF0240* NAD 83(1997)-  38 59 59.82637(N)    096 51 00.76375(W)     ADJUSTED  
 KF0240* NAVD 88     -       331.873  (meters)    1088.82   (feet)  ADJUSTED  
 KF0240  ___________________________________________________________________
 KF0240  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 KF0240  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 KF0240  DYNAMIC HT  -         331.644 (meters)    1088.07  (feet)  COMP
 KF0240  MODELED GRAV-     979,929.4   (mgal)                       NAVD 88
 KF0240
 KF0240  HORZ ORDER  -  SECOND
 KF0240  VERT ORDER  -  SECOND    CLASS 0
 KF0240
 KF0240.The horizontal coordinates were established by classical geodetic methods
 KF0240.and adjusted by the National Geodetic Survey in October 1998..
 KF0240
 KF0240.The orthometric height was determined by differential leveling
 KF0240.and adjusted by the National Geodetic Survey in June 1991..
 KF0240
 KF0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0240
 KF0240.The geoid height was determined by GEOID03.
 KF0240
 KF0240.The dynamic height is computed by dividing the NAVD 88
 KF0240.geopotential number by the normal gravity value computed on the
 KF0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0240.degrees latitude (g = 980.6199 gals.).
 KF0240
 KF0240.The modeled gravity was interpolated from observed gravity values.
 KF0240
 KF0240;                    North         East     Units Scale Factor Converg.
 KF0240;SPC KS N     -    74,634.068   499,596.029   MT  0.99996638   +0 43 39.0
 KF0240;UTM  14      - 4,318,969.706   686,163.207   MT  1.00002676   +1 21 11.9
 KF0240
 KF0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0240!SPC KS N     -   0.99995258  x   0.99996638  =   0.99991896
 KF0240!UTM  14      -   0.99995258  x   1.00002676  =   0.99997934
 KF0240
 KF0240:                Primary Azimuth Mark                     Grid Az
 KF0240:SPC KS N     -  PASS                                     265 53 50.8
 KF0240:UTM  14      -  PASS                                     265 16 17.9
 KF0240
 KF0240|---------------------------------------------------------------------|
 KF0240| PID    Reference Object                     Distance      Geod. Az  |
 KF0240|                                                           dddmmss.s |
 KF0240| KF0237 PASS                                APPROX. 1.0 KM 2663729.8 |
 KF0240| KF1106 JUNCTION CITY TEL CO MAST           APPROX. 1.2 KM 2932720.6 |
 KF0240|---------------------------------------------------------------------|
 KF0240
 KF0240                          SUPERSEDED SURVEY CONTROL
 KF0240
 KF0240  NAD 83(1986)-  38 59 59.83274(N)    096 51 00.76254(W) AD(       ) 2
 KF0240  NAD 27      -  38 59 59.83693(N)    096 50 59.72798(W) AD(       ) 2
 KF0240  NGVD 29 (??/??/92)  331.769  (m)         1088.48   (f) ADJ UNCH    2 0
 KF0240
 KF0240.Superseded values are not recommended for survey control.
 KF0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0240.See file dsdata.txt to determine how the superseded data were derived.
 KF0240
 KF0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8616318970(NAD 83)
 KF0240_MARKER: DZ = AZIMUTH MARK DISK
 KF0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0240_STAMPING: PASS 1970
 KF0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0240+STABILITY: SURFACE MOTION
 KF0240
 KF0240  HISTORY     - Date     Condition        Report By
 KF0240  HISTORY     - 1970     MONUMENTED       NGS
 KF0240  HISTORY     - 1970     GOOD             NGS
 KF0240
 KF0240                          STATION DESCRIPTION
 KF0240
 KF0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0240'STATION IS LOCATED ABOUT 8.0 MILES EAST AND 2.0 MILES NORTH OF
 KF0240'CHAPMAN, 2.0 MILES SOUTH OF THE BUSINESS DISTRICT OF JUNCTION CITY
 KF0240'AND JUST SOUTH OF THE EAST BOUND LANE ON INTERSTATE HIGHWAY 70
 KF0240'IN THE NORTHWEST 1/4 SECTION 23, T. 12 S., R. 5 E.
 KF0240'
 KF0240'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 77 AND INTERSTATE
 KF0240'70, (THIS IS ABOUT 3.0 MILES SOUTHWEST OF JUNCTION CITY), GO
 KF0240'EAST ON I-70 FOR 0.65 MILE TO THE STATION ON THE RIGHT.
 KF0240'
 KF0240'STATION MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED PASS 1970,
 KF0240'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KF0240'IS FLUSH WITH THE GROUND SURFACE AND ABOUT 2-1/2 FEET LOWER THAN
 KF0240'THE HIGHWAY SURFACE.  IT IS 69.0 FEET NORTH-NORTHEAST OF A
 KF0240'WITNESS SIGN NAILED TO A BRACE POST IN THE HIGHWAY RIGHT-OF-WAY
 KF0240'FENCE AND 34.0 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND
 KF0240'LANE OF I 70.
 KF0240'
 KF0240'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 KF0240'
 KF0240'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 KF0240
 KF0240                          STATION RECOVERY (1970)
 KF0240
 KF0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0240'1.2 MI SW FROM JUNCTION CITY.
 KF0240'ABOUT 1.25 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0240'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0240'CITY, ON THE OUTSIDE OF A LONG CURVE IN THE HIGHWAY, ON THE
 KF0240'SOUTHEAST SLOPE OF A LONG FILL FOR THE HIGHWAY, 34 FEET SOUTHEAST
 KF0240'OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 66 YARDS
 KF0240'SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHEAST LEG OF A HIGHWAY
 KF0240'SIGN WHICH READS TO K-18 VIA U.S. 77 NORTH NEXT RIGHT, 69 1/2
 KF0240'FEET NORTHWEST OF THE MORE NORTHEASTERLY OF TWO BRACE POSTS IN
 KF0240'A FENCE, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 KF0240'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.  SEC 23,
 KF0240'T 12 S, R 5 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0236 ***********************************************************************
 KF0236  DESIGNATION -  PASS RM 1
 KF0236  PID         -  KF0236
 KF0236  STATE/COUNTY-  KS/GEARY
 KF0236  USGS QUAD   -  WREFORD (1964)
 KF0236
 KF0236                         *CURRENT SURVEY CONTROL
 KF0236  ___________________________________________________________________
 KF0236* NAD 83(1986)-  38 59 58.     (N)    096 51 43.     (W)     SCALED    
 KF0236* NAVD 88     -       349.673  (meters)    1147.22   (feet)  ADJUSTED  
 KF0236  ___________________________________________________________________
 KF0236  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 KF0236  DYNAMIC HT  -         349.433 (meters)    1146.43  (feet)  COMP
 KF0236  MODELED GRAV-     979,929.5   (mgal)                       NAVD 88
 KF0236
 KF0236  VERT ORDER  -  FIRST     CLASS II
 KF0236
 KF0236.The horizontal coordinates were scaled from a topographic map and have
 KF0236.an estimated accuracy of +/- 6 seconds.
 KF0236
 KF0236.The orthometric height was determined by differential leveling
 KF0236.and adjusted by the National Geodetic Survey in June 1991..
 KF0236
 KF0236.The geoid height was determined by GEOID03.
 KF0236
 KF0236.The dynamic height is computed by dividing the NAVD 88
 KF0236.geopotential number by the normal gravity value computed on the
 KF0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0236.degrees latitude (g = 980.6199 gals.).
 KF0236
 KF0236.The modeled gravity was interpolated from observed gravity values.
 KF0236
 KF0236;                    North         East    Units  Estimated Accuracy
 KF0236;SPC KS N     -    74,570.      498,580.      MT  (+/- 180 meters Scaled)
 KF0236
 KF0236                          SUPERSEDED SURVEY CONTROL
 KF0236
 KF0236  NGVD 29 (??/??/92)  349.568  (m)         1146.87   (f) ADJ UNCH    1 2
 KF0236
 KF0236.Superseded values are not recommended for survey control.
 KF0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0236.See file dsdata.txt to determine how the superseded data were derived.
 KF0236
 KF0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ851188(NAD 83)
 KF0236_MARKER: DR = REFERENCE MARK DISK
 KF0236_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KF0236_SP_SET: BRIDGE GUARDRAIL
 KF0236_STAMPING: PASS NO 1 1970
 KF0236_MARK LOGO: NGS   
 KF0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0236
 KF0236  HISTORY     - Date     Condition        Report By
 KF0236  HISTORY     - 1970     MONUMENTED       NGS
 KF0236  HISTORY     - 1986     GOOD             NGS
 KF0236
 KF0236                          STATION DESCRIPTION
 KF0236
 KF0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0236'1.8 MI SW FROM JUNCTION CITY.
 KF0236'ABOUT 1.85 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0236'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0236'SET IN THE TOP OF THE EAST END OF THE CONCRETE WINGWALL AT THE
 KF0236'NORTHWEST CORNER OF THE MORE SOUTHERLY OF TWO HIGHWAY OVERPASSES
 KF0236'FOR U.S. HIGHWAY 77, 18 FEET NORTH OF THE CENTER LINE OF THE SOUTH
 KF0236'LANES OF THE HIGHWAY, 2 FEET WEST OF THE WEST END OF A METAL
 KF0236'GUARDRAIL ON THE OVERPASS, 25.80 FEET SOUTHEAST OF THE STATION
 KF0236'MARK, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SEC 20,
 KF0236'T 12 S, R 5 E.
 KF0236
 KF0236                          STATION RECOVERY (1986)
 KF0236
 KF0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0238 ***********************************************************************
 KF0238  DESIGNATION -  PASS RM 2
 KF0238  PID         -  KF0238
 KF0238  STATE/COUNTY-  KS/GEARY
 KF0238  USGS QUAD   -  WREFORD (1964)
 KF0238
 KF0238                         *CURRENT SURVEY CONTROL
 KF0238  ___________________________________________________________________
 KF0238* NAD 83(1986)-  38 59 58.     (N)    096 51 43.     (W)     SCALED    
 KF0238* NAVD 88     -       350.275  (meters)    1149.19   (feet)  ADJUSTED  
 KF0238  ___________________________________________________________________
 KF0238  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 KF0238  DYNAMIC HT  -         350.033 (meters)    1148.40  (feet)  COMP
 KF0238  MODELED GRAV-     979,929.5   (mgal)                       NAVD 88
 KF0238
 KF0238  VERT ORDER  -  SECOND    CLASS 0
 KF0238
 KF0238.The horizontal coordinates were scaled from a topographic map and have
 KF0238.an estimated accuracy of +/- 6 seconds.
 KF0238
 KF0238.The orthometric height was determined by differential leveling
 KF0238.and adjusted by the National Geodetic Survey in June 1991..
 KF0238
 KF0238.The geoid height was determined by GEOID03.
 KF0238
 KF0238.The dynamic height is computed by dividing the NAVD 88
 KF0238.geopotential number by the normal gravity value computed on the
 KF0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0238.degrees latitude (g = 980.6199 gals.).
 KF0238
 KF0238.The modeled gravity was interpolated from observed gravity values.
 KF0238
 KF0238;                    North         East    Units  Estimated Accuracy
 KF0238;SPC KS N     -    74,570.      498,580.      MT  (+/- 180 meters Scaled)
 KF0238
 KF0238                          SUPERSEDED SURVEY CONTROL
 KF0238
 KF0238  NGVD 29 (??/??/92)  350.169  (m)         1148.85   (f) ADJ UNCH    2 0
 KF0238
 KF0238.Superseded values are not recommended for survey control.
 KF0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0238.See file dsdata.txt to determine how the superseded data were derived.
 KF0238
 KF0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ851188(NAD 83)
 KF0238_MARKER: DR = REFERENCE MARK DISK
 KF0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0238_SP_SET: OVERPASS
 KF0238_STAMPING: PASS NO 2 1970
 KF0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0238
 KF0238  HISTORY     - Date     Condition        Report By
 KF0238  HISTORY     - 1970     MONUMENTED       NGS
 KF0238
 KF0238                          STATION DESCRIPTION
 KF0238
 KF0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0238'1.8 MI SW FROM JUNCTION CITY.
 KF0238'ABOUT 1.85 MILES SOUTHWEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0238'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION
 KF0238'CITY, AT THE WEST END OF THE HIGHWAY OVERPASSES FOR U.S. HIGHWAY
 KF0238'77, 17 1/2 FEET SOUTH OF THE CENTER LINE OF THE NORTH TRAFFIC
 KF0238'LANES OF THE HIGHWAY, SET IN THE TOP OF THE MIDDLE STEP ON THE
 KF0238'SOUTHWEST CONCRETE WING WALL OF THE MORE NORTHERLY OF THE TWO
 KF0238'OVERPASSES, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 KF0238'SEC 20, T 12 S, R 5 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0929 ***********************************************************************
 JG0929  DESIGNATION -  PAST
 JG0929  PID         -  JG0929
 JG0929  STATE/COUNTY-  KS/NESS
 JG0929  USGS QUAD   -  NESS CITY (1966)
 JG0929
 JG0929                         *CURRENT SURVEY CONTROL
 JG0929  ___________________________________________________________________
 JG0929* NAD 83(1997)-  38 24 23.70473(N)    099 59 22.53141(W)     ADJUSTED  
 JG0929* NAVD 88     -       709.1    (meters)    2326.     (feet)  VERTCON   
 JG0929  ___________________________________________________________________
 JG0929  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 JG0929  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 JG0929
 JG0929  HORZ ORDER  -  SECOND
 JG0929  VERT ORDER  -  THIRD ? (See Below)
 JG0929
 JG0929.The horizontal coordinates were established by classical geodetic methods
 JG0929.and adjusted by the National Geodetic Survey in October 1998..
 JG0929
 JG0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0929.The vertical order pertains to the NGVD 29 superseded value.
 JG0929
 JG0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0929
 JG0929.The geoid height was determined by GEOID03.
 JG0929
 JG0929;                    North         East     Units Scale Factor Converg.
 JG0929;SPC KS S     -   594,148.104   269,900.256   MT  0.99997226   -0 54 55.4
 JG0929;UTM  14      - 4,251,391.564   413,597.353   MT  0.99969194   -0 36 53.3
 JG0929
 JG0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0929!SPC KS S     -   0.99989280  x   0.99997226  =   0.99986507
 JG0929!UTM  14      -   0.99989280  x   0.99969194  =   0.99958478
 JG0929
 JG0929|---------------------------------------------------------------------|
 JG0929| PID    Reference Object                     Distance      Geod. Az  |
 JG0929|                                                           dddmmss.s |
 JG0929| CK9609 PAST RM 1                            23.066 METERS 09831     |
 JG0929| CK9608 PAST AZ MK                                         1761140.8 |
 JG0929| JH0676 LAIRD BONDURANT GRAIN CO ELEV       APPROX. 7.3 KM 3083736.4 |
 JG0929| CK9610 PAST RM 2                            27.031 METERS 32736     |
 JG0929|---------------------------------------------------------------------|
 JG0929
 JG0929                          SUPERSEDED SURVEY CONTROL
 JG0929
 JG0929  NAD 83(1986)-  38 24 23.71257(N)    099 59 22.53095(W) AD(       ) 2
 JG0929  NAD 27      -  38 24 23.65513(N)    099 59 21.07014(W) AD(       ) 2
 JG0929  NGVD 29 (07/19/86)  708.8    (m)         2325.     (f) LEVELING    3  
 JG0929
 JG0929.Superseded values are not recommended for survey control.
 JG0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0929.See file dsdata.txt to determine how the superseded data were derived.
 JG0929
 JG0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH1359751392(NAD 83)
 JG0929_MARKER: DS = TRIANGULATION STATION DISK
 JG0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0929
 JG0929  HISTORY     - Date     Condition        Report By
 JG0929  HISTORY     - 1964     MONUMENTED       CGS
 JG0929
 JG0929                          STATION DESCRIPTION
 JG0929
 JG0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0929'THE STATION IS 5-1/2 MILES SOUTHWEST OF NESS CITY, 5 MILES SOUTHEAST
 JG0929'OF LAIRD, IN THE SOUTHWEST CORNER OF SECTION 9, T 19 S, R 24 W, IN
 JG0929'THE NORTHEAST ANGLE OF A CROSSROAD AND THE SOUTHWEST CORNER OF A
 JG0929'PASTURE ON PROPERTY OWNED BY THE MINER ESTATE.
 JG0929'
 JG0929'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND STATE
 JG0929'HIGHWAY 96 IN NESS CITY, GO WEST ON STATE HIGHWAY 96 FOR 4.55 MILES
 JG0929'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD, COUNTY
 JG0929'ROAD 533, FOR 2.95 MILES TO A CROSSROAD AND THE STATION ON THE
 JG0929'LEFT.
 JG0929'
 JG0929'THE STATION MARKS ARE STANDARD DISKS STAMPED PAST 1964.  THE
 JG0929'SURFACE DISK IS SET IN THE TOP OF A 14-INCH SQUARE CONCRETE POST
 JG0929'WHICH IS 14 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 80 FEET
 JG0929'EAST OF THE CENTER OF THE GRAVELED ROAD, 24 FEET NORTH OF THE
 JG0929'CENTER OF A TRACK ROAD, 12.3 FEET NORTH OF A METAL WITNESS POST AND
 JG0929'12.6 FEET NORTH OF AN EAST-WEST FENCE.  THE UNDERGROUND DISK IS
 JG0929'SET IN A MASS OF CONCRETE 43 INCHES BELOW THE SURFACE OF THE
 JG0929'GROUND.
 JG0929'
 JG0929'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PAST NO. 1 1964, IS
 JG0929'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS SET
 JG0929'FLUSH.  IT IS 12 FEET NORTH OF THE CENTER OF A TRACK ROAD, 1.8 FEET
 JG0929'WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF THE EAST-WEST
 JG0929'FENCE.
 JG0929'
 JG0929'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PAST NO. 2 1964, IS
 JG0929'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS SET
 JG0929'FLUSH.  IT IS 33 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 1
 JG0929'FOOT EAST OF THE NORTH-SOUTH FENCE AND 1 FOOT SOUTHEAST OF A POWER
 JG0929'POLE.
 JG0929'
 JG0929'THE AZIMUTH MARK, A STANDARD DISK STAMPED PAST 1964, IS SET IN THE
 JG0929'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 JG0929'IS 24 FEET NORTH OF THE CENTER OF A GRADED ROAD, 2.5 FEET EAST OF A
 JG0929'TELEPHONE POLE AND 2.2 FEET WEST OF A METAL WITNESS POST.
 JG0929'
 JG0929'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
 JG0929'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRADED
 JG0929'ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT.
 JG0929'
 JG0929'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 JG0929'
 JG0929'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1186 ***********************************************************************
 KE1186  DESIGNATION -  PATTON
 KE1186  PID         -  KE1186
 KE1186  STATE/COUNTY-  KS/LEAVENWORTH
 KE1186  USGS QUAD   -  LEAVENWORTH (1984)
 KE1186
 KE1186                         *CURRENT SURVEY CONTROL
 KE1186  ___________________________________________________________________
 KE1186* NAD 83(1997)-  39 20 56.19881(N)    094 54 46.23691(W)     ADJUSTED  
 KE1186* NAVD 88     -       262.     (meters)     860.     (feet)  VERTCON   
 KE1186  ___________________________________________________________________
 KE1186  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 KE1186  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KE1186
 KE1186  HORZ ORDER  -  SECOND
 KE1186
 KE1186.The horizontal coordinates were established by classical geodetic methods
 KE1186.and adjusted by the National Geodetic Survey in October 1998..
 KE1186
 KE1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1186
 KE1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1186
 KE1186.The geoid height was determined by GEOID03.
 KE1186
 KE1186;                    North         East     Units Scale Factor Converg.
 KE1186;SPC KS N     -   117,280.314   666,048.102   MT  0.99995832   +1 57 11.8
 KE1186;UTM  15      - 4,357,245.304   335,174.097   MT  0.99993451   -1 12 47.1
 KE1186
 KE1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1186!SPC KS N     -   0.99996395  x   0.99995832  =   0.99992227
 KE1186!UTM  15      -   0.99996395  x   0.99993451  =   0.99989846
 KE1186
 KE1186:                Primary Azimuth Mark                     Grid Az
 KE1186:SPC KS N     -  FEDERAL PENIT FARM WATER TWR             083 43 03.0
 KE1186:UTM  15      -  FEDERAL PENIT FARM WATER TWR             086 53 01.9
 KE1186
 KE1186|---------------------------------------------------------------------|
 KE1186| PID    Reference Object                     Distance      Geod. Az  |
 KE1186|                                                           dddmmss.s |
 KE1186| KE1508 FEDERAL PENIT FARM WATER TWR        APPROX. 1.1 KM 0854014.8 |
 KE1186| KE1507 LEAVENWORTH VA HOSP WATER TK        APPROX. 7.7 KM 1651329.5 |
 KE1186|---------------------------------------------------------------------|
 KE1186
 KE1186                          SUPERSEDED SURVEY CONTROL
 KE1186
 KE1186  NAD 83(1997)-  39 20 56.20528(N)    094 54 46.22399(W) AD(       ) 2
 KE1186  NAD 83(1986)-  39 20 56.20546(N)    094 54 46.22350(W) AD(       ) 2
 KE1186  NAD 27      -  39 20 56.20962(N)    094 54 45.36320(W) AD(       ) 2
 KE1186  NGVD 29 (07/19/86)  262.     (m)          860.     (f) VERT ANG       
 KE1186
 KE1186.Superseded values are not recommended for survey control.
 KE1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1186.See file dsdata.txt to determine how the superseded data were derived.
 KE1186
 KE1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3517457245(NAD 83)
 KE1186_MARKER: DD = SURVEY DISK
 KE1186_SETTING: 0 = UNSPECIFIED SETTING
 KE1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1186
 KE1186  HISTORY     - Date     Condition        Report By
 KE1186  HISTORY     - 1974     MONUMENTED       USE
 KE1186
 KE1186                          STATION DESCRIPTION
 KE1186
 KE1186'DESCRIBED BY US ENGINEERS 1974
 KE1186'LEAVENWORTH CO., KANSAS, T-8-S, R-22-E, ABOUT 800 FT N. AND 1400
 KE1186'FT E. OF SW. CORNER OF SECTION 13, ON U.S. ARMY BASE.  THE STATION
 KE1186'IS LOCATED NEAR THE INTERSECTION OF SHERMAN AND REYNOLDS AVE. ON
 KE1186'RIDGE OVERLOOKING MISSOURI RIVER AND FEDERAL PENITENTARY
 KE1186'FARM.  34 FT EAST OF CENTERLINE OF SHERMAN AVE. AND 400 FT S. OF
 KE1186'OLD RIVER CROSSING.  A C OF E DISC STAMPED PATTON-1974 SET IN
 KE1186'TOP OF CONCRETE POST, FLUSH WITH THE GROUND.
 KE1186'
 KE1186'TO REACH--FROM THE INTERSECTION OF HWY. 73 AND ENTRANCE TO ARMY
 KE1186'BASE, GO 1.11 MILES ON GRANT AVE. TO STIMSON AVE. THENCE RIGHT
 KE1186'ON STIMSON FOR 0.73 MILE TO INTERSECTION OF REYNOLDS, SHERMAN,
 KE1186'AND STIMSON AVENUES AND STATION LOCATED ON RIGHT UNDER A ROW OF
 KE1186'TREES.  THE POST ENGINEER WAS CONTACTED BEFORE SETTING THIS
 KE1186'STATION.
 KE1186'
 KE1186'REFERENCES--1.57 FT NNE. TO STEEL POST AND SIGN.
 KE1186'
 KE1186'12.28 FT NNW. TO SHINER IN 30 IN HICKORY.
 KE1186'
 KE1186'23.97 FT S. TO SHINER IN 18 IN OAK.
 KE1186'
 KE1186'34.41 FT W. TO P.K. NAIL IN CENTERLINE OF SHERMAN AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1769 ***********************************************************************
 JE1769  DESIGNATION -  PAULINE
 JE1769  PID         -  JE1769
 JE1769  STATE/COUNTY-  KS/SHAWNEE
 JE1769  USGS QUAD   -  WAKARUSA (1983)
 JE1769
 JE1769                         *CURRENT SURVEY CONTROL
 JE1769  ___________________________________________________________________
 JE1769* NAD 83(1997)-  38 56 59.88213(N)    095 42 16.69592(W)     ADJUSTED  
 JE1769* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 JE1769  ___________________________________________________________________
 JE1769  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 JE1769  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JE1769
 JE1769  HORZ ORDER  -  SECOND
 JE1769
 JE1769.The horizontal coordinates were established by classical geodetic methods
 JE1769.and adjusted by the National Geodetic Survey in October 1998..
 JE1769
 JE1769.The orthometric height was scaled from a topographic map.
 JE1769
 JE1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1769
 JE1769.The geoid height was determined by GEOID03.
 JE1769
 JE1769;                    North         East     Units Scale Factor Converg.
 JE1769;SPC KS N     -    70,974.523   598,951.770   MT  0.99997055   +1 27 08.3
 JE1769;SPC KS S     -   657,063.742   642,310.151   MT  1.00009834   +1 43 04.2
 JE1769;UTM  15      - 4,314,703.501   265,617.389   MT  1.00027650   -1 42 03.7
 JE1769
 JE1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1769!SPC KS N     -   0.99995013  x   0.99997055  =   0.99992068
 JE1769!SPC KS S     -   0.99995013  x   1.00009834  =   1.00004846
 JE1769!UTM  15      -   0.99995013  x   1.00027650  =   1.00022661
 JE1769
 JE1769|---------------------------------------------------------------------|
 JE1769| PID    Reference Object                     Distance      Geod. Az  |
 JE1769|                                                           dddmmss.s |
 JE1769| CL5956 PAULINE RM 1                         11.698 METERS 08619     |
 JE1769| JE1770 FORBES AIR FORCE BASE BEACON        APPROX. 2.1 KM 0994904.0 |
 JE1769| JE1226 PAULINE AZ MK                       APPROX. 1.1 KM 1184215.3 |
 JE1769| JE1768 PAULINE CULLEN VILLAGE TANK         APPROX. 0.9 KM 1740853.9 |
 JE1769| CL5957 PAULINE RM 2                         13.369 METERS 18248     |
 JE1769| JE1828 PAULINE CAA MAST                    APPROX. 5.1 KM 2960330.2 |
 JE1769|---------------------------------------------------------------------|
 JE1769
 JE1769                          SUPERSEDED SURVEY CONTROL
 JE1769
 JE1769  NAD 83(1986)-  38 56 59.88753(N)    095 42 16.69280(W) AD(       ) 2
 JE1769  NAD 27      -  38 56 59.87920(N)    095 42 15.75340(W) AD(       ) 2
 JE1769
 JE1769.Superseded values are not recommended for survey control.
 JE1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1769.See file dsdata.txt to determine how the superseded data were derived.
 JE1769
 JE1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6561714704(NAD 83)
 JE1769_MARKER: DS = TRIANGULATION STATION DISK
 JE1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1769
 JE1769  HISTORY     - Date     Condition        Report By
 JE1769  HISTORY     - 1960     MONUMENTED       CGS
 JE1769  HISTORY     - 1976     GOOD             NGS
 JE1769
 JE1769                          STATION DESCRIPTION
 JE1769
 JE1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1769'THE STATION IS LOCATED 7 MILES SOUTH AND 1-1/4 MILES WEST OF THE
 JE1769'CAPITOL BUILDING IN TOPEKA, 1 MILE WEST AND 1/4 MILE NORTH OF THE
 JE1769'MAIN ENTRANCE INTO THE FORBES AIR FORCE BASE, 1 MILE WEST AND
 JE1769'1/2 MILE SOUTH OF PAULINE, AND IN THE NW 1/4 OF SECTION 1, T.
 JE1769'13 S., R. 15 E.
 JE1769'
 JE1769'TO REACH THE STATION FROM THE POST OFFICE AT PAULINE, GO SOUTH
 JE1769'ON U.S. HIGHWAY 75 FOR 0.5 MILE TO A T-ROAD TO THE RIGHT.  TURN
 JE1769'RIGHT, WEST, CROSS RAILROAD TRACKS, AND FOLLOW THE PAVED ROAD
 JE1769'SOUTHWEST AND WEST FOR 0.4 MILE TO A Y-FORK.  TAKE THE RIGHT
 JE1769'FORK, AND FOLLOW THE PAVED ROAD WEST AND SOUTH FOR 0.2 MILE TO A
 JE1769'T-ROAD TO THE RIGHT.  TURN RIGHT, WEST, AND FOLLOW THE GRAVELED
 JE1769'ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT, NORTH, SIDE OF
 JE1769'THE ROAD.
 JE1769'
 JE1769'THE AZIMUTH MARK IS LOCATED ON THE NORTH LOADING DOCK OF WAREHOUSE
 JE1769'NO. 13 OF THE TOPEKA AIR FORCE DEPOT.
 JE1769'
 JE1769'THE STATION MARK, STAMPED PAULINE 1960, IS A STANDARD DISK, SET
 JE1769'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 JE1769'INCHES.  IT IS 16 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD,
 JE1769'7 FEET EAST OF A WIRE GATE, AND 4.6 FEET WEST OF A WITNESS POST.
 JE1769'
 JE1769'REFERENCE MARK NO. 1, STAMPED PAULINE NO 1 1960, IS A STANDARD
 JE1769'DISK, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JE1769'PROJECTS, 4 INCHES.  IT IS 34.0 FEET EAST OF THE WITNESS POST, 16
 JE1769'FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, AND 1 FOOT SOUTH
 JE1769'OF A FENCE.
 JE1769'
 JE1769'REFERENCE MARK NO. 2, STAMPED PAULINE NO 2 1960, IS A STANDARD
 JE1769'DISK, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JE1769'PROJECTS 3 INCHES.  IT IS 44 FEET SOUTHWEST OF THE WITNESS POST
 JE1769'AND 22 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 JE1769'
 JE1769'THE AZIMUTH MARK, STAMPED PAULINE 1960, IS A STANDARD DISK, CEMENTED
 JE1769'IN A DRILL HOLE IN THE NORTH LOADING DOCK OF WAREHOUSE NO. 13
 JE1769'OF THE TOPEKA AIR FORCE DEPOT.  IT IS 30 FEET EAST OF THE WEST
 JE1769'END OF THE LOADING DOCK AND 3 FEET NORTH OF DOOR NUMBER 26.
 JE1769
 JE1769                          STATION RECOVERY (1976)
 JE1769
 JE1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 JE1769'STATION MARK, RMS 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 JE1769'CONDITION AS DESCRIBED.  RM NO. 2 WAS FOUND TO BE DESTROYED.
 JE1769'
 JE1769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SW
 JE1769'OF PAULINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1226 ***********************************************************************
 JE1226  DESIGNATION -  PAULINE AZ MK
 JE1226  PID         -  JE1226
 JE1226  STATE/COUNTY-  KS/SHAWNEE
 JE1226  USGS QUAD   -  WAKARUSA (1983)
 JE1226
 JE1226                         *CURRENT SURVEY CONTROL
 JE1226  ___________________________________________________________________
 JE1226* NAD 83(1997)-  38 56 43.25269(N)    095 41 37.81125(W)     ADJUSTED  
 JE1226* NAVD 88     -       313.391  (meters)    1028.18   (feet)  ADJUSTED  
 JE1226  ___________________________________________________________________
 JE1226  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 JE1226  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JE1226  DYNAMIC HT  -         313.183 (meters)    1027.50  (feet)  COMP
 JE1226  MODELED GRAV-     979,955.4   (mgal)                       NAVD 88
 JE1226
 JE1226  HORZ ORDER  -  SECOND
 JE1226  VERT ORDER  -  SECOND    CLASS 0
 JE1226
 JE1226.The horizontal coordinates were established by classical geodetic methods
 JE1226.and adjusted by the National Geodetic Survey in October 1998..
 JE1226
 JE1226.The orthometric height was determined by differential leveling
 JE1226.and adjusted by the National Geodetic Survey in June 1991..
 JE1226
 JE1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1226
 JE1226.The geoid height was determined by GEOID03.
 JE1226
 JE1226.The dynamic height is computed by dividing the NAVD 88
 JE1226.geopotential number by the normal gravity value computed on the
 JE1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1226.degrees latitude (g = 980.6199 gals.).
 JE1226
 JE1226.The modeled gravity was interpolated from observed gravity values.
 JE1226
 JE1226;                    North         East     Units Scale Factor Converg.
 JE1226;SPC KS N     -    70,485.683   599,900.834   MT  0.99997097   +1 27 32.9
 JE1226;SPC KS S     -   656,579.242   643,261.590   MT  1.00009689   +1 43 28.1
 JE1226;UTM  15      - 4,314,163.032   266,538.406   MT  1.00027120   -1 41 38.6
 JE1226
 JE1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1226!SPC KS N     -   0.99995573  x   0.99997097  =   0.99992670
 JE1226!SPC KS S     -   0.99995573  x   1.00009689  =   1.00005262
 JE1226!UTM  15      -   0.99995573  x   1.00027120  =   1.00022692
 JE1226
 JE1226                          SUPERSEDED SURVEY CONTROL
 JE1226
 JE1226  NAD 83(1986)-  38 56 43.25799(N)    095 41 37.80833(W) AD(       ) 2
 JE1226  NAD 27      -  38 56 43.25480(N)    095 41 36.88340(W) AD(       ) 2
 JE1226  NGVD 29 (??/??/92)  313.272  (m)         1027.79   (f) ADJ UNCH    2 0
 JE1226
 JE1226.Superseded values are not recommended for survey control.
 JE1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1226.See file dsdata.txt to determine how the superseded data were derived.
 JE1226
 JE1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6653814163(NAD 83)
 JE1226_MARKER: DZ = AZIMUTH MARK DISK
 JE1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1226_SP_SET: LOADING DOCK
 JE1226_STAMPING: PAULINE 1960
 JE1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1226
 JE1226  HISTORY     - Date     Condition        Report By
 JE1226  HISTORY     - 1960     MONUMENTED       CGS
 JE1226
 JE1226                          STATION DESCRIPTION
 JE1226
 JE1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE1226'1 MI SW FROM PAULINE.
 JE1226'0.5 MILE SOUTH ALONG U.S. HIGHWAY 75 FROM THE POST OFFICE
 JE1226'AT PAULINE, THENCE 0.3 MILE SOUTH ALONG PAVED ROAD, THENCE 0.1 MILE
 JE1226'SOUTH TO THE SECURITY GATE, FROM THE SECURITY GATE SOUTH FOR
 JE1226'ABOUT 0.2 MILE TO WAREHOUSE NUMBER 13, 30 FEET EAST OF THE WEST
 JE1226'END OF THE LOADING DOCK, 3 FEET NORTH OF DOOR NUMBER 26.  CEMENTED
 JE1226'IN A DRILL HOLE OF THE NORTH LOADING DOCK OF WAREHOUSE NUMBER 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1828 ***********************************************************************
 JE1828  DESIGNATION -  PAULINE CAA MAST
 JE1828  PID         -  JE1828
 JE1828  STATE/COUNTY-  KS/SHAWNEE
 JE1828  USGS QUAD   -  AUBURN (1975)
 JE1828
 JE1828                         *CURRENT SURVEY CONTROL
 JE1828  ___________________________________________________________________
 JE1828* NAD 83(1997)-  38 58 13.08564(N)    095 45 28.57897(W)     ADJUSTED  
 JE1828* NAVD 88     -                                                        
 JE1828  ___________________________________________________________________
 JE1828  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 JE1828  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JE1828
 JE1828  HORZ ORDER  -  THIRD
 JE1828
 JE1828.The horizontal coordinates were established by classical geodetic methods
 JE1828.and adjusted by the National Geodetic Survey in October 1998..
 JE1828
 JE1828
 JE1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1828
 JE1828.The geoid height was determined by GEOID03.
 JE1828
 JE1828;                    North         East     Units Scale Factor Converg.
 JE1828;SPC KS N     -    73,115.427   594,276.962   MT  0.99996876   +1 25 06.9
 JE1828;SPC KS S     -   659,183.199   637,624.835   MT  1.00010482   +1 41 06.3
 JE1828;UTM  15      - 4,317,099.106   261,065.982   MT  1.00030303   -1 44 07.2
 JE1828
 JE1828                          SUPERSEDED SURVEY CONTROL
 JE1828
 JE1828  NAD 83(1986)-  38 58 13.09200(N)    095 45 28.57546(W) AD(       ) 4
 JE1828  NAD 27      -  38 58 13.08600(N)    095 45 27.63200(W) AD(       ) 3
 JE1828
 JE1828.Superseded values are not recommended for survey control.
 JE1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1828.See file dsdata.txt to determine how the superseded data were derived.
 JE1828
 JE1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6106617099(NAD 83)
 JE1828_MARKER: 42 = RADIO/TV MAST
 JE1828
 JE1828  HISTORY     - Date     Condition        Report By
 JE1828  HISTORY     - 1960     FIRST OBSERVED   CGS
 JE1828
 JE1828                          STATION DESCRIPTION
 JE1828
 JE1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1828'THE STATION IS ABOUT 4 MILES NORTHWEST OF PAULINE AND ABOUT 1/2
 JE1828'MILE SOUTHEAST OF THE SUNNY ELEVATION SCHOOL, IN A PASTURE.
 JE1828'
 JE1828'TO REACH THE STATION FROM THE POST OFFICE AT PAULINE GO NORTH ON
 JE1828'U.S. HIGHWAY 75 FOR 0.1 MILE TO A SIDE ROAD LEFT (57TH STREET),
 JE1828'TURN LEFT AND GO WEST ON THE MACADAM ROAD FOR 1.5 MILES TO A T
 JE1828'ROAD INTERSECTION.  TURN LEFT AND GO SOUTHWEST AND WEST ON THE
 JE1828'MACADAM ROAD FOR 1.9 MILES TO A CROSSROAD, TURN RIGHT AND GO
 JE1828'NORTH ON THE MACADAM ROAD FOR 1.0 MILE TO A CROSSROAD, SUNNY
 JE1828'ELEVATION SCHOOL IN THE NORTHEAST ANGLE, TURN RIGHT AND GO EAST
 JE1828'0.5 MILE TO A GATE, PASS THRU GATE AND GO SOUTH ON THE TRACK
 JE1828'ROAD 0.1 MILE TO THE STATION.
 JE1828'
 JE1828'THE STATION, A SINGLE COLUMN STEEL STRUCTURE PAINTED ALTERNATELY
 JE1828'RED AND WHITE, HAS AN OVER-ALL HEIGHT OF 150 FEET AND THE TOP
 JE1828'AND CENTER WAS THE POINT OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1771 ***********************************************************************
 JE1771  DESIGNATION -  PAULINE CULLEN VIL RELAY TOWER
 JE1771  PID         -  JE1771
 JE1771  STATE/COUNTY-  KS/SHAWNEE
 JE1771  USGS QUAD   -  WAKARUSA (1983)
 JE1771
 JE1771                         *CURRENT SURVEY CONTROL
 JE1771  ___________________________________________________________________
 JE1771* NAD 83(1997)-  38 56 52.27623(N)    095 41 44.02789(W)     ADJUSTED  
 JE1771* NAVD 88     -                                                        
 JE1771  ___________________________________________________________________
 JE1771  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JE1771  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 JE1771
 JE1771  HORZ ORDER  -  THIRD
 JE1771
 JE1771.The horizontal coordinates were established by classical geodetic methods
 JE1771.and adjusted by the National Geodetic Survey in October 1998..
 JE1771
 JE1771
 JE1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1771
 JE1771.The geoid height was determined by GEOID03.
 JE1771
 JE1771;                    North         East     Units Scale Factor Converg.
 JE1771;SPC KS N     -    70,760.036   599,744.102   MT  0.99997074   +1 27 29.0
 JE1771;SPC KS S     -   656,852.901   643,103.568   MT  1.00009768   +1 43 24.3
 JE1771;UTM  15      - 4,314,445.676   266,396.959   MT  1.00027201   -1 41 42.8
 JE1771
 JE1771                          SUPERSEDED SURVEY CONTROL
 JE1771
 JE1771  NAD 83(1986)-  38 56 52.28184(N)    095 41 44.02431(W) AD(       ) 4
 JE1771  NAD 27      -  38 56 52.27100(N)    095 41 43.08700(W) AD(       ) 3
 JE1771
 JE1771.Superseded values are not recommended for survey control.
 JE1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1771.See file dsdata.txt to determine how the superseded data were derived.
 JE1771
 JE1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6639714446(NAD 83)
 JE1771_MARKER: 55 = TOWER
 JE1771
 JE1771  HISTORY     - Date     Condition        Report By
 JE1771  HISTORY     - 1960     FIRST OBSERVED   CGS
 JE1771
 JE1771                          STATION DESCRIPTION
 JE1771
 JE1771'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1768 ***********************************************************************
 JE1768  DESIGNATION -  PAULINE CULLEN VILLAGE TANK
 JE1768  PID         -  JE1768
 JE1768  STATE/COUNTY-  KS/SHAWNEE
 JE1768  USGS QUAD   -  WAKARUSA (1983)
 JE1768
 JE1768                         *CURRENT SURVEY CONTROL
 JE1768  ___________________________________________________________________
 JE1768* NAD 83(1997)-  38 56 32.43232(N)    095 42 13.09355(W)     ADJUSTED  
 JE1768* NAVD 88     -                                                        
 JE1768  ___________________________________________________________________
 JE1768  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JE1768  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JE1768
 JE1768  HORZ ORDER  -  THIRD
 JE1768
 JE1768.The horizontal coordinates were established by classical geodetic methods
 JE1768.and adjusted by the National Geodetic Survey in October 1998..
 JE1768
 JE1768
 JE1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1768
 JE1768.The geoid height was determined by GEOID03.
 JE1768
 JE1768;                    North         East     Units Scale Factor Converg.
 JE1768;SPC KS N     -    70,130.540   599,059.947   MT  0.99997125   +1 27 10.6
 JE1768;SPC KS S     -   656,220.162   642,422.251   MT  1.00009595   +1 43 06.4
 JE1768;UTM  15      - 4,313,854.586   265,678.996   MT  1.00027615   -1 42 00.4
 JE1768
 JE1768                          SUPERSEDED SURVEY CONTROL
 JE1768
 JE1768  NAD 83(1986)-  38 56 32.43796(N)    095 42 13.09032(W) AD(       ) 4
 JE1768  NAD 27      -  38 56 32.43000(N)    095 42 12.15100(W) AD(       ) 3
 JE1768
 JE1768.Superseded values are not recommended for survey control.
 JE1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1768.See file dsdata.txt to determine how the superseded data were derived.
 JE1768
 JE1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6567913855(NAD 83)
 JE1768_MARKER: 53 = ELEVATED TANK
 JE1768
 JE1768  HISTORY     - Date     Condition        Report By
 JE1768  HISTORY     - 1960     FIRST OBSERVED   CGS
 JE1768  HISTORY     - 1976     GOOD             NGS
 JE1768  HISTORY     - 20051126 GOOD             GEOCAC
 JE1768
 JE1768                          STATION DESCRIPTION
 JE1768
 JE1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1768'THE STATION IS CENTRALLY LOCATED IN CULLEN VILLAGE, A CAPEHART
 JE1768'HOUSEING ADDITION ABOUT 1 MILE SOUTHWEST OF PAULINE.  IT IS 270
 JE1768'FEET NORTHWEST OF STANFORD CIRCLE AND 210 FEET EAST OF PRINCETON
 JE1768'STREET.  THE STATION, AN 8-LEGGED STEEL STRUCTURE PAINTED
 JE1768'ALTERNATELY RED AND WHITE, HAS AN OVER-ALL HEIGHT OF 135 FEET
 JE1768'AND THE BALL AT THE APEX WAS THE POINT OBSERVED UPON.
 JE1768
 JE1768                          STATION RECOVERY (1976)
 JE1768
 JE1768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 JE1768'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JE1768'
 JE1768'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CULLEN
 JE1768'VILLAGE.
 JE1768
 JE1768                          STATION RECOVERY (2005)
 JE1768
 JE1768'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1768'THE TANK IS NOW PAINTED TAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0691 ***********************************************************************
 JH0691  DESIGNATION -  PAW
 JH0691  PID         -  JH0691
 JH0691  STATE/COUNTY-  KS/FINNEY
 JH0691  USGS QUAD   -  KALVESTA (1974)
 JH0691
 JH0691                         *CURRENT SURVEY CONTROL
 JH0691  ___________________________________________________________________
 JH0691* NAD 83(1997)-  38 07 00.41456(N)    100 22 19.44165(W)     ADJUSTED  
 JH0691* NAVD 88     -       808.     (meters)    2651.     (feet)  SCALED    
 JH0691  ___________________________________________________________________
 JH0691  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JH0691  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 JH0691
 JH0691  HORZ ORDER  -  SECOND
 JH0691
 JH0691.The horizontal coordinates were established by classical geodetic methods
 JH0691.and adjusted by the National Geodetic Survey in October 1998..
 JH0691
 JH0691.The orthometric height was scaled from a topographic map.
 JH0691
 JH0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0691
 JH0691.The geoid height was determined by GEOID03.
 JH0691
 JH0691;                    North         East     Units Scale Factor Converg.
 JH0691;SPC KS S     -   562,589.720   235,853.392   MT  0.99994194   -1 09 01.6
 JH0691;UTM  14      - 4,219,661.369   379,724.691   MT  0.99977816   -0 50 49.3
 JH0691
 JH0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0691!SPC KS S     -   0.99987721  x   0.99994194  =   0.99981915
 JH0691!UTM  14      -   0.99987721  x   0.99977816  =   0.99965539
 JH0691
 JH0691|---------------------------------------------------------------------|
 JH0691| PID    Reference Object                     Distance      Geod. Az  |
 JH0691|                                                           dddmmss.s |
 JH0691| CK9612 PAW RM 1                             37.765 METERS 04539     |
 JH0691| CK9613 PAW RM 2                             34.087 METERS 12043     |
 JH0691| CK9611 PAW AZ MK                                          1772735.5 |
 JH0691|---------------------------------------------------------------------|
 JH0691
 JH0691                          SUPERSEDED SURVEY CONTROL
 JH0691
 JH0691  NAD 83(1997)-  38 07 00.42004(N)    100 22 19.44069(W) AD(       ) 2
 JH0691  NAD 83(1986)-  38 07 00.41905(N)    100 22 19.44122(W) AD(       ) 2
 JH0691  NAD 27      -  38 07 00.35082(N)    100 22 17.92790(W) AD(       ) 2
 JH0691
 JH0691.Superseded values are not recommended for survey control.
 JH0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0691.See file dsdata.txt to determine how the superseded data were derived.
 JH0691
 JH0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH7972519661(NAD 83)
 JH0691_MARKER: DS = TRIANGULATION STATION DISK
 JH0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0691
 JH0691  HISTORY     - Date     Condition        Report By
 JH0691  HISTORY     - 1963     MONUMENTED       CGS
 JH0691
 JH0691                          STATION DESCRIPTION
 JH0691
 JH0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0691'THE STATION IS 6-1/2 MILES NORTHWEST OF KALVESTA, 5 MILES EAST OF
 JH0691'STATE HIGHWAY 23, 4 MILES NORTH OF U.S. HIGHWAY 156 AND STATE
 JH0691'HIGHWAY 23, IN THE NORTHEAST CORNER OF SECTION 27, T 22 S, R 28 W,
 JH0691'IN A TRIANGLE PLOT OF GROUND FORMED BY THE INTERSECTION OF TWO
 JH0691'ROADS, AND ON STATE ROAD RIGHT-OF-WAY.
 JH0691'
 JH0691'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 50 AND
 JH0691'STATE HIGHWAY 23 IN CIMARRON, GO NORTH ON HIGHWAY 23 FOR 17.5 MILES
 JH0691'TO A CROSSROAD AND THE INTERSECTION WITH U.S. HIGHWAY 156.  TURN LEFT
 JH0691'AND GO WEST ON HIGHWAYS 156 AND 23 FOR 1.0 MILE TO A CROSSROAD.
 JH0691'TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 3.0 MILE TO A SIDE ROAD ON
 JH0691'THE LEFT.  CONTINUE NORTH ON THE DIRT ROAD FOR 0.3 MILE TO THE
 JH0691'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE DIRT ROAD FOR
 JH0691'0.65 MILE TO A T-INTERSECTION AND THE STATION ON THE LEFT IN THE
 JH0691'TRIANGLE PLOT OF GROUND FORMED BY THE ROADS.
 JH0691'
 JH0691'STATION MARKS ARE STANDARD DISKS STAMPED PAW 1963.  THE SURFACE DISK
 JH0691'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JH0691'GROUND.  IT IS 68 FEET WEST OF THE CENTER OF THE DIRT ROAD, 60 FEET
 JH0691'SOUTH OF THE CENTER OF A DIRT ROAD, 43 FEET NORTHEAST OF THE
 JH0691'CENTER OF A DIRT ROAD, 25 FEET SOUTHWEST OF A 6-INCH POST WHICH
 JH0691'SUPPORTS A MAIL BOX, AND 2.3 FEET SOUTHEAST OF A METAL WITNESS
 JH0691'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JH0691'CONCRETE 43 INCHES BELOW THE SURFACE OF THE GROUND.
 JH0691'
 JH0691'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PAW NO 1 1963, IS SET
 JH0691'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 31 FEET
 JH0691'WEST OF A POWER POLE, 25.5 FEET NORTH OF THE CENTER OF THE DIRT
 JH0691'ROAD, 3 FEET EAST OF THE EAST GATE POST OF A WIRE GATE, AND 1.5 FEET
 JH0691'NORTH OF A FENCE.
 JH0691'
 JH0691'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PAW NO 2 1963, IS SET
 JH0691'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 JH0691'IS 88 FEET SOUTH OF A FENCE CORNER AND TELEPHONE POLE, 29 FEET EAST
 JH0691'OF THE CENTER OF THE DIRT ROAD, 1.5 FEET NORTH OF A METAL WITNESS
 JH0691'POST, AND 1 FOOT WEST OF A FENCE.
 JH0691'
 JH0691'AZIMUTH MARK, A STANDARD DISK STAMPED PAW 1963, IS SET IN A SQUARE
 JH0691'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 40 FEET SOUTH OF A
 JH0691'TELEPHONE POLE, 36 FEET EAST OF THE CENTER OF THE DIRT ROAD, 3 FEET
 JH0691'NORTH OF A METAL WITNESS POST, AND 1.5 FEET WEST OF A FENCE.
 JH0691'
 JH0691'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JH0691'
 JH0691'HEIGHT OF LIGHT ABOVE STAION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0774 ***********************************************************************
 JG0774  DESIGNATION -  PAWNEE
 JG0774  PID         -  JG0774
 JG0774  STATE/COUNTY-  KS/STAFFORD
 JG0774  USGS QUAD   -  RADIUM (1969)
 JG0774
 JG0774                         *CURRENT SURVEY CONTROL
 JG0774  ___________________________________________________________________
 JG0774* NAD 83(1997)-  38 12 11.40806(N)    098 53 08.37254(W)     ADJUSTED  
 JG0774* NAVD 88     -       593.34   (+/-2cm)    1946.6    (feet)  VERTCON   
 JG0774  ___________________________________________________________________
 JG0774  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 JG0774  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 JG0774
 JG0774  HORZ ORDER  -  SECOND
 JG0774  VERT ORDER  -  THIRD ? (See Below)
 JG0774
 JG0774.The horizontal coordinates were established by classical geodetic methods
 JG0774.and adjusted by the National Geodetic Survey in October 1998..
 JG0774
 JG0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0774.The vertical order pertains to the NGVD 29 superseded value.
 JG0774
 JG0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0774
 JG0774.The geoid height was determined by GEOID03.
 JG0774
 JG0774;                    North         East     Units Scale Factor Converg.
 JG0774;SPC KS S     -   570,599.975   366,222.126   MT  0.99994830   -0 14 13.2
 JG0774;UTM  14      - 4,228,363.601   510,011.073   MT  0.99960123   +0 04 14.6
 JG0774
 JG0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0774!SPC KS S     -   0.99991102  x   0.99994830  =   0.99985932
 JG0774!UTM  14      -   0.99991102  x   0.99960123  =   0.99951228
 JG0774
 JG0774|---------------------------------------------------------------------|
 JG0774| PID    Reference Object                     Distance      Geod. Az  |
 JG0774|                                                           dddmmss.s |
 JG0774| CK9615 PAWNEE RM 1                          25.100 METERS 00618     |
 JG0774| CK9616 PAWNEE RM 2                          24.109 METERS 17115     |
 JG0774| JG0773 RADIUM COOP CO GRAIN ELEVATOR       APPROX. 3.3 KM 1961327.0 |
 JG0774| CK9614 PAWNEE AZ MK                                       2133626.0 |
 JG0774|---------------------------------------------------------------------|
 JG0774
 JG0774                          SUPERSEDED SURVEY CONTROL
 JG0774
 JG0774  NAD 83(1997)-  38 12 11.41559(N)    098 53 08.37240(W) AD(       ) 2
 JG0774  NAD 83(1986)-  38 12 11.41530(N)    098 53 08.37187(W) AD(       ) 2
 JG0774  NAD 27      -  38 12 11.36600(N)    098 53 07.04300(W) AD(       ) 2
 JG0774  NGVD 29 (07/19/86)  593.19   (m)         1946.2    (f) LEVELING    3  
 JG0774
 JG0774.Superseded values are not recommended for survey control.
 JG0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0774.See file dsdata.txt to determine how the superseded data were derived.
 JG0774
 JG0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH1001128364(NAD 83)
 JG0774_MARKER: DS = TRIANGULATION STATION DISK
 JG0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0774
 JG0774  HISTORY     - Date     Condition        Report By
 JG0774  HISTORY     - 1953     MONUMENTED       CGS
 JG0774
 JG0774                          STATION DESCRIPTION
 JG0774
 JG0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0774'THE STATION IS ABOUT 7 MILES SOUTHEAST OF PAWNEE ROCK, 5 MILES
 JG0774'NORTHWEST OF SEWARD, 2 MILES NORTH OF RADIUM, AT THE HALF
 JG0774'SECTION LINE OF SEC. 29, T 21 S, R 14 W.  IT IS 122 FEET SOUTH OF
 JG0774'THE CENTER OF A GRAVELED ROAD, 84 FEET SOUTH OF A FENCE
 JG0774'CORNER, 13 FEET NORTHWEST OF A 4 X 4 INCH WHITE WITNESS POST AND
 JG0774'12 FEET WEST OF A FENCE.
 JG0774'
 JG0774'TO REACH THE STATION FROM THE POST OFFICE AND RAILROAD DEPOT
 JG0774'IN RADIUM, GO NORTH ON A GRAVELED ROAD FOR 1.7 MILES TO A LARGE
 JG0774'BARN ON THE LEFT AND A GATE ON THE RIGHT, PASS THROUGH THE GATE
 JG0774'AND GO EAST ALONG THE SOUTH SIDE OF A FENCE FOR 0.4 MILE TO A
 JG0774'FENCE CORNER AND THE AZIMUTH MARK, BEAR LEFT AND GO NORTHEAST FOR
 JG0774'0.25 MILE TO THE STATION.
 JG0774'
 JG0774'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JG0774'PAWNEE 1953.
 JG0774'
 JG0774'REFERENCE MARK 1 IS 36 FEET SOUTH OF THE CENTER OF THE GRAVELED
 JG0774'ROAD AND 3 FEET WEST OF THE FENCE CORNER.  THE MARK PROJECTS 4
 JG0774'INCHES AND THE DISK IS STAMPED PAWNEE NO 1 1953.
 JG0774'
 JG0774'REFERENCE MARK 2 IS 84 FEET SOUTH OF THE WITNESS POST AND 1
 JG0774'FOOT WEST OF THE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK
 JG0774'IS STAMPED PAWNEE NO 2 1953.
 JG0774'
 JG0774'THE AZIMUTH MARK IS 11.4 FEET NORTH OF A FENCE CORNER AND 3.5
 JG0774'FEET NORTH OF A 4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS
 JG0774'4 INCHES AND THE DISK IS STAMPED PAWNEE 1953.
 JG0774'
 JG0774'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0895 ***********************************************************************
 JG0895  DESIGNATION -  PAWNEE
 JG0895  PID         -  JG0895
 JG0895  STATE/COUNTY-  KS/NESS
 JG0895  USGS QUAD   -  BAZINE SW (1970)
 JG0895
 JG0895                         *CURRENT SURVEY CONTROL
 JG0895  ___________________________________________________________________
 JG0895* NAD 83(1997)-  38 15 49.88337(N)    099 38 21.52793(W)     ADJUSTED  
 JG0895* NAVD 88     -       689.6    (meters)    2262.     (feet)  VERTCON   
 JG0895  ___________________________________________________________________
 JG0895  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 JG0895  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 JG0895
 JG0895  HORZ ORDER  -  SECOND
 JG0895  VERT ORDER  -  THIRD ? (See Below)
 JG0895
 JG0895.The horizontal coordinates were established by classical geodetic methods
 JG0895.and adjusted by the National Geodetic Survey in October 1998..
 JG0895
 JG0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0895.The vertical order pertains to the NGVD 29 superseded value.
 JG0895
 JG0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0895
 JG0895.The geoid height was determined by GEOID03.
 JG0895
 JG0895;                    North         East     Units Scale Factor Converg.
 JG0895;SPC KS S     -   577,875.338   300,297.968   MT  0.99995413   -0 42 00.5
 JG0895;UTM  14      - 4,235,284.344   444,071.434   MT  0.99963852   -0 23 45.3
 JG0895
 JG0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0895!SPC KS S     -   0.99989588  x   0.99995413  =   0.99985001
 JG0895!UTM  14      -   0.99989588  x   0.99963852  =   0.99953443
 JG0895
 JG0895|---------------------------------------------------------------------|
 JG0895| PID    Reference Object                     Distance      Geod. Az  |
 JG0895|                                                           dddmmss.s |
 JG0895| CK9618 PAWNEE RM 2                          15.097 METERS 17952     |
 JG0895| JG0896 GRAY NORTHERN NATURAL GAS MAST      APPROX. 1.3 KM 1891355.1 |
 JG0895| JG0906 LOG                                 APPROX.18.3 KM 1911548.1 |
 JG0895| CK9617 PAWNEE RM 1                          19.355 METERS 35949     |
 JG0895|---------------------------------------------------------------------|
 JG0895
 JG0895                          SUPERSEDED SURVEY CONTROL
 JG0895
 JG0895  NAD 83(1986)-  38 15 49.89134(N)    099 38 21.52710(W) AD(       ) 2
 JG0895  NAD 27      -  38 15 49.83360(N)    099 38 20.09625(W) AD(       ) 2
 JG0895  NGVD 29 (07/19/86)  689.4    (m)         2262.     (f) LEVELING    3  
 JG0895
 JG0895.Superseded values are not recommended for survey control.
 JG0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0895.See file dsdata.txt to determine how the superseded data were derived.
 JG0895
 JG0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH4407135284(NAD 83)
 JG0895_MARKER: DS = TRIANGULATION STATION DISK
 JG0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0895
 JG0895  HISTORY     - Date     Condition        Report By
 JG0895  HISTORY     - 1964     MONUMENTED       CGS
 JG0895
 JG0895                          STATION DESCRIPTION
 JG0895
 JG0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0895'THE STATION IS 9-1/2 MILES NORTH AND 4 MILES EAST OF HANSTON, 8 MILES
 JG0895'NORTHWEST OF BURDETT, 2-1/2 MILES NORTHEAST OF THE PAWNEE RIVER, IN
 JG0895'THE SOUTHWEST QUARTER OF SECTION 34, T 20 S, R 21 W, AND ON THE
 JG0895'EAST RIGHT-OF-WAY OF A GRAVEL ROAD.
 JG0895'
 JG0895'TO REACH THE STATION FROM THE CROSS STREET 0.05 MILE NORTH OF THE
 JG0895'POST OFFICE IN HANSTON, GO WEST ON A GRAVEL STREET FOR 0.05 MILE TO
 JG0895'A CROSSROAD.  TURN RIGHT AND GO NORTH ON A BLACKTOP ROAD FOR 0.25
 JG0895'MILE TO A CROSSROAD AND THE JUNCTION WITH U.S. HIGHWAY 156.  TURN
 JG0895'RIGHT AND GO NORTHEASTERLY ON HIGHWAY 156 FOR 4.65 MILES TO A
 JG0895'CROSSROAD AND A POWER SUB-STATION IN THE SOUTHEAST ANGLE OF THE
 JG0895'INTERSECTION.  TURN LEFT AND GO NORTH ON A GRAVEL AND BLACKTOP
 JG0895'ROAD FOR 6.05 MILES TO A CROSSROAD.  CONTINUE NORTH, EAST AND
 JG0895'NORTH ON THE BLACKTOP AND GRAVEL ROAD FOR 1.25 MILE TO FIELD
 JG0895'ENTRANCES ON BOTH SIDES OF THE ROAD AND THE STATION ON THE RIGHT.
 JG0895'
 JG0895'STATION MARKS ARE STANDARD DISKS STAMPED PAWNEE 1964.  THE SURFACE
 JG0895'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 JG0895'IS 29 FEET EAST OF THE CENTER OF THE ROAD, 23 FEET SOUTHEAST OF THE
 JG0895'CENTER OF THE FIELD ENTRANCE, AND 3.5 FEET NORTHEAST OF A METAL
 JG0895'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 JG0895'OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 JG0895'
 JG0895'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PAWNEE NO 1 1964, IS
 JG0895'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 42
 JG0895'FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE, 30 FEET EAST OF THE
 JG0895'CENTER OF THE ROAD, 3.5 FEET SOUTH OF A METAL WITNESS POST.
 JG0895'
 JG0895'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PAWNEE NO 2 1964, IS
 JG0895'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 72
 JG0895'FEET SOUTH OF THE CENTER OF THE FIELD ENTRANCE, 29 FEET EAST OF THE
 JG0895'CENTER OF THE ROAD, AND 3.5 FEET NORTH OF A METAL WITNESS POST.
 JG0895'
 JG0895'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JG0895'STATION LOG IS VISIBLE FROM THE GROUND AND MAY BE USED AS AN
 JG0895'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1024 ***********************************************************************
 KF1024  DESIGNATION -  PAXICO
 KF1024  PID         -  KF1024
 KF1024  STATE/COUNTY-  KS/WABAUNSEE
 KF1024  USGS QUAD   -  MC FARLAND (1978)
 KF1024
 KF1024                         *CURRENT SURVEY CONTROL
 KF1024  ___________________________________________________________________
 KF1024* NAD 83(1997)-  39 00 34.80054(N)    096 10 40.01512(W)     ADJUSTED  
 KF1024* NAVD 88     -       401.87   (+/-2cm)    1318.5    (feet)  VERTCON   
 KF1024  ___________________________________________________________________
 KF1024  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 KF1024  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 KF1024
 KF1024  HORZ ORDER  -  THIRD
 KF1024  VERT ORDER  -  THIRD ? (See Below)
 KF1024
 KF1024.The horizontal coordinates were established by classical geodetic methods
 KF1024.and adjusted by the National Geodetic Survey in October 1998..
 KF1024
 KF1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1024.The vertical order pertains to the NGVD 29 superseded value.
 KF1024
 KF1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1024
 KF1024.The geoid height was determined by GEOID03.
 KF1024
 KF1024;                    North         East     Units Scale Factor Converg.
 KF1024;SPC KS N     -    76,668.135   557,814.641   MT  0.99996565   +1 09 10.6
 KF1024;UTM  14      - 4,321,639.332   744,368.275   MT  1.00033537   +1 46 38.4
 KF1024
 KF1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1024!SPC KS N     -   0.99994174  x   0.99996565  =   0.99990739
 KF1024!UTM  14      -   0.99994174  x   1.00033537  =   1.00027709
 KF1024
 KF1024|---------------------------------------------------------------------|
 KF1024| PID    Reference Object                     Distance      Geod. Az  |
 KF1024|                                                           dddmmss.s |
 KF1024| CL8093 PAXICO RM 1                          42.206 METERS 25126     |
 KF1024| CL8094 PAXICO RM 2                          54.114 METERS 31139     |
 KF1024| CL8092 PAXICO AZ MK                                       3553112.7 |
 KF1024|---------------------------------------------------------------------|
 KF1024
 KF1024                          SUPERSEDED SURVEY CONTROL
 KF1024
 KF1024  NAD 83(1986)-  39 00 34.80657(N)    096 10 40.01109(W) AD(       ) 3
 KF1024  NAD 27      -  39 00 34.80700(N)    096 10 39.03800(W) AD(       ) 3
 KF1024  NGVD 29 (07/19/86)  401.73   (m)         1318.0    (f) LEVELING    3  
 KF1024
 KF1024.Superseded values are not recommended for survey control.
 KF1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1024.See file dsdata.txt to determine how the superseded data were derived.
 KF1024
 KF1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ4436821639(NAD 83)
 KF1024_MARKER: DD = SURVEY DISK
 KF1024_SETTING: 66 = SET IN ROCK OUTCROP
 KF1024
 KF1024  HISTORY     - Date     Condition        Report By
 KF1024  HISTORY     - 1947     MONUMENTED       CGS
 KF1024
 KF1024                          STATION DESCRIPTION
 KF1024
 KF1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1024'THE STATION IS LOCATED ABOUT 6.0 MILES EAST OF ALMA, 4.0 MILES
 KF1024'SOUTH AND 0.75 MILES WEST OF PAXICO, ON THE HIGH POINT OF A
 KF1024'SMALL RIDGE IN AN OPEN PASTURE LAND.  IT IS 145 FEET EAST OF A
 KF1024'NORTH-SOUTH DIRT ROAD AND 130 FEET EAST OF A NORTH-SOUTH FENCE
 KF1024'LINE.  IT IS STAMPED PAXICO 1947 AND SET FLUSH WITH THE BEDROCK
 KF1024'SURFACE.
 KF1024'
 KF1024'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 15 FEET EAST
 KF1024'OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD AND 1 FOOT EAST OF
 KF1024'THE FENCE LINE.  IT IS STAMPED PAXICO NO 1 1947 AND PROJECTS
 KF1024'6 INCHES.
 KF1024'
 KF1024'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 15 FEET EAST
 KF1024'OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD, 20 FEET SOUTH OF THE
 KF1024'SOUTH END OF WIRE GATE INTO FIELD AND 1 FOOT EAST OF FENCE LINE.
 KF1024'IT IS STAMPED PAXICO NO 2 1947 AND PROJECTS 8 INCHES.
 KF1024'
 KF1024'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTH OF THE STATION, 15
 KF1024'FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD, 55 FEET
 KF1024'SOUTH OF EAST-WEST DIRT ROAD AND 4 INCHES EAST OF NORTH-SOUTH
 KF1024'FENCE LINE.  IT IS STAMPED PAXICO 1947 AND PROJECTS 8 INCHES.
 KF1024'
 KF1024'TO REACH THE STATION FROM THE POST OFFICE IN PAXICO, GO EAST
 KF1024'ON STATE HIGHWAY NO 10 FOR 1.0 MILE, THENCE RIGHT FOR 0.5 MILE
 KF1024'TO CROSS ROADS WHERE HIGHWAY 10 TURNS EAST, CONTINUE STRAIGHT
 KF1024'AHEAD FOLLOWING MAIN TRAVELLED ROAD IN A SOUTHERLY DIRECTION
 KF1024'FOR 2.6 MILES TO POINT WHERE MAIN ROAD CURVES TO THE LEFT AND A
 KF1024'SECONDARY ROAD LEADS STRAIGHT AHEAD, KEEP STRAIGHT AHEAD, GOING
 KF1024'SOUTH AND WEST FOR 1.9 MILES TO A T-ROAD, AND AZIMUTH MARK ON
 KF1024'THE LEFT IN FENCE LINE AS DESCRIBED, TURN LEFT IN A SOUTHERLY
 KF1024'DIRECTION FOR 0.4 MILE TO THE TOP OF THE RIDGE AND GATE IN
 KF1024'WIRE FENCE LINE ON THE LEFT, PASS THROUGH GATE IN A
 KF1024'SOUTHEASTERLY DIRECTION FOR 0.05 MILE TO THE STATION AS
 KF1024'DESCRIBED.
 KF1024'
 KF1024'A 47 FOOT SIGNAL AT STATION ZEAN DALE 1888 IS V.G.
 KF1024'
 KF1024'A 4 FOOT SIGNAL AT STATION ALMA IS V.G.
 KF1024'
 KF1024'A 4 FOOT SIGNAL AT STATION ADAMS 1889 IS V.G.
 KF1024'
 KF1024'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1554 ***********************************************************************
 JF1554  DESIGNATION -  PAXTON
 JF1554  PID         -  JF1554
 JF1554  STATE/COUNTY-  KS/HARVEY
 JF1554  USGS QUAD   -  HALSTEAD (1978)
 JF1554
 JF1554                         *CURRENT SURVEY CONTROL
 JF1554  ___________________________________________________________________
 JF1554* NAD 83(1997)-  38 01 42.69495(N)    097 34 26.33921(W)     ADJUSTED  
 JF1554* NAVD 88     -       436.4    (meters)    1432.     (feet)  VERTCON   
 JF1554  ___________________________________________________________________
 JF1554  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 JF1554  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 JF1554
 JF1554  HORZ ORDER  -  FIRST
 JF1554
 JF1554.The horizontal coordinates were established by classical geodetic methods
 JF1554.and adjusted by the National Geodetic Survey in October 1998..
 JF1554
 JF1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1554
 JF1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1554
 JF1554.The geoid height was determined by GEOID03.
 JF1554
 JF1554;                    North         East     Units Scale Factor Converg.
 JF1554;SPC KS S     -   551,549.869   481,296.431   MT  0.99993778   +0 34 08.6
 JF1554;UTM  14      - 4,209,939.687   625,155.105   MT  0.99979292   +0 52 43.0
 JF1554
 JF1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1554!SPC KS S     -   0.99993601  x   0.99993778  =   0.99987379
 JF1554!UTM  14      -   0.99993601  x   0.99979292  =   0.99972894
 JF1554
 JF1554|---------------------------------------------------------------------|
 JF1554| PID    Reference Object                     Distance      Geod. Az  |
 JF1554|                                                           dddmmss.s |
 JF1554| CL5958 PAXTON RM 1                          23.000 METERS 07958     |
 JF1554| CL5960 PAXTON RM 3 AZIMUTH                                0844847.8 |
 JF1554| JF1553 HALSTEAD N MUN TANK                 APPROX. 5.5 KM 1163744.2 |
 JF1554| HF1426 HALSTEAD S MUN TANK                 APPROX. 6.7 KM 1214035.0 |
 JF1554| CL5959 PAXTON RM 2                          44.409 METERS 14959     |
 JF1554| JF1555 BURRTON MUN TANK                    APPROX. 8.7 KM 2650426.0 |
 JF1554|---------------------------------------------------------------------|
 JF1554
 JF1554                          SUPERSEDED SURVEY CONTROL
 JF1554
 JF1554  NAD 83(1997)-  38 01 42.70395(N)    097 34 26.33935(W) AD(       ) 1
 JF1554  NAD 83(1986)-  38 01 42.70556(N)    097 34 26.33853(W) AD(       ) 1
 JF1554  NAD 27      -  38 01 42.66242(N)    097 34 25.18681(W) AD(       ) 1
 JF1554  NGVD 29 (07/19/86)  436.2    (m)         1431.     (f) VERT ANG       
 JF1554
 JF1554.Superseded values are not recommended for survey control.
 JF1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1554.See file dsdata.txt to determine how the superseded data were derived.
 JF1554
 JF1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH2515509940(NAD 83)
 JF1554_MARKER: DS = TRIANGULATION STATION DISK
 JF1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1554
 JF1554  HISTORY     - Date     Condition        Report By
 JF1554  HISTORY     - 1972     MONUMENTED       NGS
 JF1554
 JF1554                          STATION DESCRIPTION
 JF1554
 JF1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1554'THE STATION IS ABOUT 5-1/2 MILES EAST OF BURRTON, 4 MILES
 JF1554'WEST AND 1-1/2 MILES NORTH OF HALSTEAD, IN THE NORTHEAST
 JF1554'1/4 OF SEC. 30, T. 23 S., R. 2 W., ON PROPERTY OWNED BY MAURICE
 JF1554'BERGER, WHO LIVES ABOUT 1/2 MILE SOUTH OF STATION, TELEPHONE
 JF1554'NUMBER 316-835-7941.
 JF1554'
 JF1554'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 JF1554'AND STATE HIGHWAY 89 ABOUT 1-1/2 MILES NORTH OF HALSTEAD, GO WEST
 JF1554'ON U.S. HIGHWAY 50 FOR 3.75 MILES TO REFERENCE MARK 3 ON THE
 JF1554'RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 50 FOR 0.25 MILE TO A
 JF1554'CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE OF THE ROADS.
 JF1554'
 JF1554'STATION MARKS ARE STANDARD DISKS, STAMPED PAXTON 1972.  THE
 JF1554'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF1554'CONCRETE MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 71.0
 JF1554'FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 50, 41.0 FEET WEST
 JF1554'OF THE CENTER OF A GRAVELED ROAD, 15.6 FEET SOUTHWEST OF A
 JF1554'FENCE CORNER AND 14.2 FEET SOUTHEAST OF A WITNESS POST.  THE
 JF1554'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 JF1554'42 INCHES BELOW THE GROUND SURFACE.
 JF1554'
 JF1554'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PAXTON NO 1 1972,
 JF1554'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1554'THAT IS FLUSH WITH THE GROUND.  IT IS 58.0 FEET SOUTH OF THE
 JF1554'CENTER OF U.S. HIGHWAY 50, 34.0 FEET EAST OF THE CENTER OF
 JF1554'THE GRAVELED ROAD, 4.0 FEET EAST-NORTHEAST OF A FENCE CORNER
 JF1554'1.5 FEET NORTH OF A FENCE AND ABOUT THE SAME ELEVATION AS THE
 JF1554'STATION.
 JF1554'
 JF1554'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PAXTON NO 2 1972,
 JF1554'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1554'THAT IS FLUSH WITH THE GROUND.  IT IS 37.0 FEET NORTH OF THE
 JF1554'CENTER OF A FIELD DRIVE, 31.0 FEET EAST OF THE CENTER OF THE
 JF1554'GRAVELED ROAD, 2.0 FEET NORTHEAST OF A POWER LINE POLE AND
 JF1554'ABOUT THE SAME ELEVATION AS THE STATION.
 JF1554'
 JF1554'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PAXTON NO 3 1972,
 JF1554'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,
 JF1554'THAT IS FLUSH WITH THE GROUND.  IT IS 58.0 FEET NORTH OF THE
 JF1554'CENTER OF U.S. HIGHWAY 50, 18.0 FEET WEST OF A FENCE CORNER,
 JF1554'2.0 FEET SOUTH OF A WITNESS POST AND 1.0 FOOT SOUTH OF A FENCE.
 JF1554'
 JF1554'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0667 ***********************************************************************
 JF0667  DESIGNATION -  PEABODY
 JF0667  PID         -  JF0667
 JF0667  STATE/COUNTY-  KS/MARION
 JF0667  USGS QUAD   -  PEABODY (1989)
 JF0667
 JF0667                         *CURRENT SURVEY CONTROL
 JF0667  ___________________________________________________________________
 JF0667* NAD 83(1986)-  38 09 51.     (N)    097 06 22.     (W)     SCALED    
 JF0667* NAVD 88     -       415.054  (meters)    1361.72   (feet)  ADJUSTED  
 JF0667  ___________________________________________________________________
 JF0667  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 JF0667  DYNAMIC HT  -         414.740 (meters)    1360.69  (feet)  COMP
 JF0667  MODELED GRAV-     979,861.3   (mgal)                       NAVD 88
 JF0667
 JF0667  VERT ORDER  -  SECOND    CLASS 0
 JF0667
 JF0667.The horizontal coordinates were scaled from a topographic map and have
 JF0667.an estimated accuracy of +/- 6 seconds.
 JF0667
 JF0667.The orthometric height was determined by differential leveling
 JF0667.and adjusted by the National Geodetic Survey in June 1991..
 JF0667
 JF0667.The geoid height was determined by GEOID03.
 JF0667
 JF0667.The dynamic height is computed by dividing the NAVD 88
 JF0667.geopotential number by the normal gravity value computed on the
 JF0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0667.degrees latitude (g = 980.6199 gals.).
 JF0667
 JF0667.The modeled gravity was interpolated from observed gravity values.
 JF0667
 JF0667;                    North         East    Units  Estimated Accuracy
 JF0667;SPC KS S     -   567,110.      522,140.      MT  (+/- 180 meters Scaled)
 JF0667
 JF0667                          SUPERSEDED SURVEY CONTROL
 JF0667
 JF0667  NGVD 29 (??/??/92)  414.888  (m)         1361.18   (f) ADJ UNCH    2 0
 JF0667
 JF0667.Superseded values are not recommended for survey control.
 JF0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0667.See file dsdata.txt to determine how the superseded data were derived.
 JF0667
 JF0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH659257(NAD 83)
 JF0667_MARKER: DB = BENCH MARK DISK
 JF0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0667_SP_SET: BUILDING
 JF0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0667
 JF0667  HISTORY     - Date     Condition        Report By
 JF0667  HISTORY     - 1934     MONUMENTED       CGS
 JF0667  HISTORY     - 1934     GOOD             NGS
 JF0667  HISTORY     - 1941     GOOD             NGS
 JF0667  HISTORY     - 19890601 MARK NOT FOUND   KSDT
 JF0667
 JF0667                          STATION DESCRIPTION
 JF0667
 JF0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0667'IN PEABODY.
 JF0667'ON THE SANTA FE R.R. DISC SET IN THE FACE OF BRICK WALL OF DEPOT,
 JF0667'2 FEET ABOVE THE PLATFORM, 3 FEET EAST OF BAYWINDOW AND 8 FEET
 JF0667'WEST OF DOOR TO MENS WAITING ROOM.
 JF0667
 JF0667                          STATION RECOVERY (1941)
 JF0667
 JF0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JF0667'RECOVERED IN GOOD CONDITION.
 JF0667
 JF0667                          STATION RECOVERY (1989)
 JF0667
 JF0667'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 JF0667'THE PEABODY A.T.S.F. RAILROAD STATION HAS BEEN TORN DOWN AND IT IS
 JF0667'BELIEVED THE BENCH MARK WAS DESTROYED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1519 ***********************************************************************
 JF1519  DESIGNATION -  PEABODY
 JF1519  PID         -  JF1519
 JF1519  STATE/COUNTY-  KS/MARION
 JF1519  USGS QUAD   -  PEABODY (1989)
 JF1519
 JF1519                         *CURRENT SURVEY CONTROL
 JF1519  ___________________________________________________________________
 JF1519* NAD 83(1997)-  38 10 31.88640(N)    097 04 18.42806(W)     ADJUSTED  
 JF1519* NAVD 88     -       420.2    (meters)    1379.     (feet)  VERTCON   
 JF1519  ___________________________________________________________________
 JF1519  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 JF1519  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 JF1519
 JF1519  HORZ ORDER  -  SECOND
 JF1519
 JF1519.The horizontal coordinates were established by classical geodetic methods
 JF1519.and adjusted by the National Geodetic Survey in October 1998..
 JF1519
 JF1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1519
 JF1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1519
 JF1519.The geoid height was determined by GEOID03.
 JF1519
 JF1519;                    North         East     Units Scale Factor Converg.
 JF1519;SPC KS S     -   568,420.122   525,132.357   MT  0.99994602   +0 52 39.6
 JF1519;UTM  14      - 4,227,046.986   668,895.376   MT  0.99995132   +1 11 31.4
 JF1519
 JF1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1519!SPC KS S     -   0.99993864  x   0.99994602  =   0.99988467
 JF1519!UTM  14      -   0.99993864  x   0.99995132  =   0.99988997
 JF1519
 JF1519|---------------------------------------------------------------------|
 JF1519| PID    Reference Object                     Distance      Geod. Az  |
 JF1519|                                                           dddmmss.s |
 JF1519| CL5961 PEABODY RM 1                         10.835 METERS 06450     |
 JF1519| JF1520 PEABODY A PT                          8.332 METERS 21920     |
 JF1519| CL5962 PEABODY RM 2                         11.764 METERS 24513     |
 JF1519| CL5963 PEABODY RM 3 AZIMUTH                               25913     |
 JF1519| JF1516 PEABODY SILVER MUN TANK             APPROX. 2.9 KM 2634044.2 |
 JF1519|---------------------------------------------------------------------|
 JF1519
 JF1519                          SUPERSEDED SURVEY CONTROL
 JF1519
 JF1519  NAD 83(1997)-  38 10 31.89603(N)    097 04 18.42724(W) AD(       ) 2
 JF1519  NAD 83(1986)-  38 10 31.89716(N)    097 04 18.42746(W) AD(       ) 2
 JF1519  NAD 27      -  38 10 31.83336(N)    097 04 17.33254(W) AD(       ) 2
 JF1519  NGVD 29 (07/19/86)  420.0    (m)         1378.     (f) VERT ANG       
 JF1519
 JF1519.Superseded values are not recommended for survey control.
 JF1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1519.See file dsdata.txt to determine how the superseded data were derived.
 JF1519
 JF1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH6889527047(NAD 83)
 JF1519_MARKER: DS = TRIANGULATION STATION DISK
 JF1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1519_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1519
 JF1519  HISTORY     - Date     Condition        Report By
 JF1519  HISTORY     - 1972     MONUMENTED       NGS
 JF1519
 JF1519                          STATION DESCRIPTION
 JF1519
 JF1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1519'THE STATION IS ABOUT 14-1/2 MILES EAST AND 8-1/2 MILES NORTH OF
 JF1519'NEWTON, 12 MILES SOUTH AND 3 MILES WEST OF MARION, 1-1/2
 JF1519'MILES EAST OF PEABODY AND ON THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 JF1519'50.
 JF1519'
 JF1519'TO REACH THE STATION FROM THE POST OFFICE IN PEABODY, GO EAST
 JF1519'ON SECOND STREET FOR ABOUT 150 FEET TO A CROSS-STREET, WALNUT
 JF1519'STREET, TURN LEFT AND GO NORTH ON WALNUT STREET FOR 0.6 MILE TO
 JF1519'THE JUNCTION WITH U.S. HIGHWAY 50, TURN RIGHT AND GO EAST ON
 JF1519'U.S. HIGHWAY 50 FOR 1.5 MILES TO A CROSSROAD, CONTINUE EAST ON
 JF1519'U.S. HIGHWAY 50 FOR 0.1 MILE TO REFERENCE MARK 3 ON THE LEFT,
 JF1519'(NORTH RIGHT-OF-WAY), CONTINUE EAST AND NORTHEAST ON U.S.
 JF1519'HIGHWAY 50 FOR 0.35 MILE TO THE STATION ON THE LEFT.
 JF1519'
 JF1519'STATION MARKS ARE STANDARD DISKS, STAMPED PEABODY 1972.  THE
 JF1519'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 JF1519'MONUMENT THAT PROJECTS 1 INCH.  IT IS 76.0 FEET NORTHWEST OF
 JF1519'THE CENTER OF THE HIGHWAY, 2.5 FEET WEST OF A WITNESS POST AND
 JF1519'1.0 FOOT SOUTHEAST OF A FENCE.  THE UNDERGROUND MARK IS SET IN
 JF1519'AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND
 JF1519'SURFACE.
 JF1519'
 JF1519'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PEABODY NO 1 1972,
 JF1519'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JF1519'PROJECTS 1 INCH.  IT IS 75.0 FEET NORTHWEST OF THE CENTER OF THE
 JF1519'HIGHWAY, 38.3 FEET NORTHEAST OF THE WITNESS POST, 1.0 FOOT
 JF1519'SOUTHEAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 JF1519'STATION.
 JF1519'
 JF1519'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PEABODY NO 2 1972,
 JF1519'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JF1519'PROJECTS 1 INCH.  IT IS 73.5 FEET NORTHWEST OF THE CENTER OF THE
 JF1519'HIGHWAY, 36.2 FEET SOUTHWEST OF THE WITNESS POST, 1.0 FOOT
 JF1519'SOUTHEAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 JF1519'STATION.
 JF1519'
 JF1519'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PEABODY NO 3 1972,
 JF1519'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JF1519'IS FLUSH WITH THE GROUND.  IT IS 73.0 FEET NORTH OF THE CENTER OF
 JF1519'THE HIGHWAY, 1.8 FEET SOUTHEAST OF A WITNESS POST AND 1.2 FEET
 JF1519'SOUTH OF A FENCE.
 JF1519'
 JF1519'NOTE- IT IS IN THE SOUTHEAST 1/4 OF SECTION 35, T. 21 S., R.
 JF1519'3 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0668 ***********************************************************************
 JF0668  DESIGNATION -  PEABODY RESET
 JF0668  PID         -  JF0668
 JF0668  STATE/COUNTY-  KS/MARION
 JF0668  USGS QUAD   -  PEABODY (1989)
 JF0668
 JF0668                         *CURRENT SURVEY CONTROL
 JF0668  ___________________________________________________________________
 JF0668* NAD 83(1986)-  38 09 53.     (N)    097 06 23.     (W)     SCALED    
 JF0668* NAVD 88     -       413.70   (meters)    1357.3    (feet)  RESET     
 JF0668  ___________________________________________________________________
 JF0668  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 JF0668
 JF0668  VERT ORDER  -  THIRD
 JF0668
 JF0668.The horizontal coordinates were scaled from a topographic map and have
 JF0668.an estimated accuracy of +/- 6 seconds.
 JF0668
 JF0668.The orthometric height was computed from unverified reset data.
 JF0668
 JF0668.The geoid height was determined by GEOID03.
 JF0668
 JF0668;                    North         East    Units  Estimated Accuracy
 JF0668;SPC KS S     -   567,180.      522,120.      MT  (+/- 180 meters Scaled)
 JF0668
 JF0668                          SUPERSEDED SURVEY CONTROL
 JF0668
 JF0668.No superseded survey control is available for this station.
 JF0668
 JF0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH658257(NAD 83)
 JF0668_MARKER: DB = BENCH MARK DISK
 JF0668_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JF0668+WITH SETTING: INTO GROUND
 JF0668_STAMPING: PEABODY 1934 RESET 1973
 JF0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0668+STABILITY: SURFACE MOTION
 JF0668
 JF0668  HISTORY     - Date     Condition        Report By
 JF0668  HISTORY     - 1973     MONUMENTED       NGS
 JF0668
 JF0668                          STATION DESCRIPTION
 JF0668
 JF0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JF0668'AT PEABODY.
 JF0668'TO REACH THE BENCH MARK FROM THE POST OFFICE IN PEABODY, GO SOUTH
 JF0668'ON WALNUT STREET TO THE RAILROAD TRACKS, CROSS THE TRACKS AND
 JF0668'TURN LEFT AND GO EAST ABOUT 200 FEET TO THE BENCH MARK ON THE
 JF0668'LEFT.  THE BENCH MARK IS A STANDARD DISK STAMPED PEABODY 1934
 JF0668'RESET 1973, SWEATED TO THE TOP OF A 5/8 INCH COPPER COATED ROD
 JF0668'WITH AN 8-INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A
 JF0668'PLASTIC PIPE AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 JF0668'24 FEET SOUTHEAST OF THE SOUTH RAIL OF THE MAIN RAILROAD TRACK,
 JF0668'2.4 FEET EAST-NORTHEAST OF A TELEGRAPH POLE AND 1.2 FEET
 JF0668'WEST-SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1516 ***********************************************************************
 JF1516  DESIGNATION -  PEABODY SILVER MUN TANK
 JF1516  PID         -  JF1516
 JF1516  STATE/COUNTY-  KS/MARION
 JF1516  USGS QUAD   -  PEABODY (1989)
 JF1516
 JF1516                         *CURRENT SURVEY CONTROL
 JF1516  ___________________________________________________________________
 JF1516* NAD 83(1997)-  38 10 21.63209(N)    097 06 15.50552(W)     ADJUSTED  
 JF1516* NAVD 88     -                                                        
 JF1516  ___________________________________________________________________
 JF1516  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 JF1516  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 JF1516
 JF1516  HORZ ORDER  -  THIRD
 JF1516
 JF1516.The horizontal coordinates were established by classical geodetic methods
 JF1516.and adjusted by the National Geodetic Survey in October 1998..
 JF1516
 JF1516
 JF1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1516
 JF1516.The geoid height was determined by GEOID03.
 JF1516
 JF1516;                    North         East     Units Scale Factor Converg.
 JF1516;SPC KS S     -   568,060.850   522,287.947   MT  0.99994579   +0 51 27.7
 JF1516;UTM  14      - 4,226,672.117   666,052.981   MT  0.99993960   +1 10 18.7
 JF1516
 JF1516                          SUPERSEDED SURVEY CONTROL
 JF1516
 JF1516  NAD 83(1997)-  38 10 21.64165(N)    097 06 15.50487(W) AD(       ) 4
 JF1516  NAD 83(1986)-  38 10 21.64316(N)    097 06 15.50466(W) AD(       ) 4
 JF1516  NAD 27      -  38 10 21.58475(N)    097 06 14.40575(W) AD(       ) 3
 JF1516
 JF1516.Superseded values are not recommended for survey control.
 JF1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1516.See file dsdata.txt to determine how the superseded data were derived.
 JF1516
 JF1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH6605326672(NAD 83)
 JF1516_MARKER: 51 = TANK
 JF1516
 JF1516  HISTORY     - Date     Condition        Report By
 JF1516  HISTORY     - 1935     FIRST OBSERVED   CGS
 JF1516  HISTORY     - 1972     GOOD             NGS
 JF1516
 JF1516                          STATION DESCRIPTION
 JF1516
 JF1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1516'POINT SIGHTED UPON WAS THE FINIAL OF THE SILVER MUNICIPAL
 JF1516'WATER TANK LOCATED IN THE TOWN OF PEABODY.
 JF1516'
 JF1516'OBSERVATIONS WERE MADE FROM MESSER, LOUIS AND CLEMENT.
 JF1516
 JF1516                          STATION RECOVERY (1972)
 JF1516
 JF1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JF1516'THE STATION WAS RECOVERED AS DESCRIBED BY C.I.A. IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0878 ***********************************************************************
 JG0878  DESIGNATION -  PEACE EVAN LUTHERAN CH SPIRE
 JG0878  PID         -  JG0878
 JG0878  STATE/COUNTY-  KS/EDWARDS
 JG0878  USGS QUAD   -  ROZEL SW (1972)
 JG0878
 JG0878                         *CURRENT SURVEY CONTROL
 JG0878  ___________________________________________________________________
 JG0878* NAD 83(1997)-  38 01 45.22864(N)    099 24 18.39237(W)     ADJUSTED  
 JG0878* NAVD 88     -                                                        
 JG0878  ___________________________________________________________________
 JG0878  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 JG0878  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0878
 JG0878  HORZ ORDER  -  THIRD
 JG0878
 JG0878.The horizontal coordinates were established by classical geodetic methods
 JG0878.and adjusted by the National Geodetic Survey in October 1998..
 JG0878
 JG0878
 JG0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0878
 JG0878.The geoid height was determined by GEOID03.
 JG0878
 JG0878;                    North         East     Units Scale Factor Converg.
 JG0878;SPC KS S     -   551,609.956   320,539.805   MT  0.99993781   -0 33 22.4
 JG0878;UTM  14      - 4,209,135.611   464,446.563   MT  0.99961557   -0 14 58.5
 JG0878
 JG0878                          SUPERSEDED SURVEY CONTROL
 JG0878
 JG0878  NAD 83(1997)-  38 01 45.23656(N)    099 24 18.39161(W) AD(       ) 4
 JG0878  NAD 83(1986)-  38 01 45.23555(N)    099 24 18.39106(W) AD(       ) 4
 JG0878  NAD 27      -  38 01 45.17500(N)    099 24 16.94500(W) AD(       ) 3
 JG0878
 JG0878.Superseded values are not recommended for survey control.
 JG0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0878.See file dsdata.txt to determine how the superseded data were derived.
 JG0878
 JG0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6444709136(NAD 83)
 JG0878_MARKER: 90 = CHURCH SPIRE
 JG0878
 JG0878  HISTORY     - Date     Condition        Report By
 JG0878  HISTORY     - 1934     FIRST OBSERVED   CGS
 JG0878
 JG0878                          STATION DESCRIPTION
 JG0878
 JG0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0878'POINT OBSERVED UPON IS THE TIP OF SPIRE OF PEACE EVANGELICAL
 JG0878'LUTHERAN CHURCH, APPROXIMATELY 50 FEET HIGH, LOCATED 7 MILES
 JG0878'NORTH OF KINSLEY ON STATE HIGHWAY 1.
 JG0878'
 JG0878'STATION WAS OBSERVED FROM TRIANGULATION STATIONS BUSH,
 JG0878'ERICKSON, KELLER, KINSLEY, DARM AND RANDEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1345 ***********************************************************************
 HF1345  DESIGNATION -  PECK
 HF1345  PID         -  HF1345
 HF1345  STATE/COUNTY-  KS/SEDGWICK
 HF1345  USGS QUAD   -  BELLE PLAINE (1955)
 HF1345
 HF1345                         *CURRENT SURVEY CONTROL
 HF1345  ___________________________________________________________________
 HF1345* NAD 83(1997)-  37 28 49.81286(N)    097 22 22.72262(W)     ADJUSTED  
 HF1345* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 HF1345  ___________________________________________________________________
 HF1345  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HF1345  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 HF1345
 HF1345  HORZ ORDER  -  SECOND
 HF1345
 HF1345.The horizontal coordinates were established by classical geodetic methods
 HF1345.and adjusted by the National Geodetic Survey in October 1998..
 HF1345
 HF1345.The orthometric height was scaled from a topographic map.
 HF1345
 HF1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1345
 HF1345.The geoid height was determined by GEOID03.
 HF1345
 HF1345;                    North         East     Units Scale Factor Converg.
 HF1345;SPC KS S     -   490,925.963   499,677.349   MT  0.99996484   +0 41 33.3
 HF1345;UTM  14      - 4,149,421.404   643,855.000   MT  0.99985491   +0 59 24.7
 HF1345
 HF1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1345!SPC KS S     -   0.99994392  x   0.99996484  =   0.99990876
 HF1345!UTM  14      -   0.99994392  x   0.99985491  =   0.99979884
 HF1345
 HF1345:                Primary Azimuth Mark                     Grid Az
 HF1345:SPC KS S     -  PECK AZ MK                               121 57 58.1
 HF1345:UTM  14      -  PECK AZ MK                               121 40 06.7
 HF1345
 HF1345|---------------------------------------------------------------------|
 HF1345| PID    Reference Object                     Distance      Geod. Az  |
 HF1345|                                                           dddmmss.s |
 HF1345| AI1200 PECK AZ MK                                         1223931.4 |
 HF1345| AI1198 PECK RM 1                            30.592 METERS 19645     |
 HF1345| HF0637 K 237                                61.570 METERS 26057     |
 HF1345| AI1199 PECK RM 2                            23.920 METERS 31742     |
 HF1345|---------------------------------------------------------------------|
 HF1345
 HF1345                          SUPERSEDED SURVEY CONTROL
 HF1345
 HF1345  NAD 83(1997)-  37 28 49.81789(N)    097 22 22.71831(W) AD(       ) 2
 HF1345  NAD 83(1986)-  37 28 49.82347(N)    097 22 22.71655(W) AD(       ) 2
 HF1345  NAD 27      -  37 28 49.75394(N)    097 22 21.55355(W) AD(       ) 2
 HF1345
 HF1345.Superseded values are not recommended for survey control.
 HF1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1345.See file dsdata.txt to determine how the superseded data were derived.
 HF1345
 HF1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4385549421(NAD 83)
 HF1345_MARKER: DS = TRIANGULATION STATION DISK
 HF1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1345_STAMPING: PECK 1957
 HF1345_MARK LOGO: CGS   
 HF1345_PROJECTION: PROJECTING 8 CENTIMETERS
 HF1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1345+STABILITY: SURFACE MOTION
 HF1345
 HF1345  HISTORY     - Date     Condition        Report By
 HF1345  HISTORY     - 1957     MONUMENTED       CGS
 HF1345  HISTORY     - 19811101 GOOD             USGS
 HF1345  HISTORY     - 19811101 GOOD             NGS
 HF1345
 HF1345                          STATION DESCRIPTION
 HF1345
 HF1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1345'STATION IS LOCATED AT THE TOWN OF PECK, AT THE NORTH TOWN
 HF1345'LIMITS AND AT THE RAILROAD SIDING AND SITE OF THE ABANDONED
 HF1345'RAILROAD STATION.
 HF1345'
 HF1345'STATION IS REACHED AS FOLLOWS- FROM THE U.S. POST OFFICE AT
 HF1345'PECK, GO NORTH FOR 0.25 MILE TO THE END OF THE STREET AND THE
 HF1345'STATION.
 HF1345'
 HF1345'STATION MARK, STAMPED PECK 1957, IS A STANDARD DISK SET IN THE
 HF1345'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 HF1345'IT IS 160.0 FEET EAST OF THE CENTER OF THE RAILROAD TRACKS,
 HF1345'10.0 FEET SOUTHWEST OF A FENCELINE AND 3.6 FEET WEST NORTHWEST
 HF1345'OF A WITNESS POST.
 HF1345'
 HF1345'REFERENCE MARK NUMBER 1, STAMPED PECK NO 1 1957, IS A STANDARD
 HF1345'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1345'PROJECTS 2 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE
 HF1345'STATION.  IT IS 3.0 FEET NORTH NORTHWEST OF A TELEPHONE POLE
 HF1345'WITH A GUY WIRE.
 HF1345'
 HF1345'REFERENCE MARK NUMBER 2, STAMPED PECK NO 2 1957, IS A STANDARD
 HF1345'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1345'PROJECTS 6 INCHES AND IS 24 INCHES HIGHER THAN THE STATION.
 HF1345'IT IS 42.0 FEET EAST OF THE NORTHEAST CORNER OF THE CEMENT FLOOR
 HF1345'OF THE OLD RAILROAD STATION.
 HF1345'
 HF1345'BM K 237, STAMPED K 237 1934, IS A STANDARD USC AND GS BENCH MARK
 HF1345'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 HF1345'DIAMETER THAT PROJECTS 8 INCHES AND IS AT ABOUT THE SAME
 HF1345'ELEVATION AS THE STATION.  IT IS 21.0 WEST OF THE WEST RAIL OF
 HF1345'THE RAILROAD TRACKS.
 HF1345'
 HF1345'AZIMUTH MARK, STAMPED PECK 1957, IS A STANDARD DISK SET IN THE
 HF1345'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 HF1345'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.25
 HF1345'MILE, TURN LEFT AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HF1345'IT IS 33.0 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 2.0
 HF1345'FEET NORTHEAST OF POWERLINE POLE 185.
 HF1345'
 HF1345'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 HF1345
 HF1345                          STATION RECOVERY (1981)
 HF1345
 HF1345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (JTF)
 HF1345'RECOVERED IN GOOD CONDITION.
 HF1345
 HF1345                          STATION RECOVERY (1981)
 HF1345
 HF1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 HF1345'SURFACE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 HF1345'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 AND BENCH MARK K 237
 HF1345'HAVE BEEN DESTROYED.  THE AZIMUTH MARK IS NO LONGER GROUND VISIBLE.
 HF1345'REFERENCE MARK 3 AND AZIMUTH MARK 2 WERE ESTABLISHED.  A POLARIS
 HF1345'OBSERVATION WAS TAKEN TO THE AZIMUTH MARK 2.  REFERENCE MARK 2 WAS
 HF1345'VERIFIED.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED IN THE
 HF1345'TOWN OF PECK, ABOUT 0.4 KM (0.25 MI) NORTH THE POST OFFICE, 0.24 KM
 HF1345'(0.15 MI) NORTH-NORTHEAST OF THE MULVANE COOP ELEVATOR, ON PROPERTY
 HF1345'OWNED BY THE ROCK ISLAND RAILROAD AND LEASED BY THE ELEVATOR COMPANY.
 HF1345'TO REACH THE STATION FROM THE POST IN PECK, GO WEST ON A PAVED STREET
 HF1345'FOR 0.16 KM (0.10 MI) TO E STREET.  TURN RIGHT AND GO NORTH ON E
 HF1345'STREET FOR 0.08 KM (0.05 MI) TO THE MULVANE COOP ELEVATIOR.  CONTINUE
 HF1345'NORTH THROUGH ELEVATOR GROUNDS FOR 0.24 KM (0.15 MI) TO THE STATION.
 HF1345'THE STATION IS A STANDARD CGS DISK STAMPED--PECK 1957--, SET INTO THE
 HF1345'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE
 HF1345'PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND. THE STATION IS LOCATED
 HF1345'48.77 METERS (160.01 FT) EAST FROM THE CENTERLINE OF THE RAILROAD,
 HF1345'3.05 METERS (10.01 FT) SOUTHWEST FROM THE FENCE LINE, 0.55 METERS
 HF1345'(1.80 FT) WEST FROM A WITNESS POST. REFERENCE MARK NO 2, IS A STANDARD
 HF1345'CGS DISK STAMPED--PECK 1957--, SET INTO THE TOP OF A SQUARE CONCRETE
 HF1345'MONUMENT, 12 INCHES (30 CM) ON SIDE PROJECTING 3 INCHES (8 CM) ABOVE
 HF1345'THE GROUND. THE STATION IS LOCATED 12.80 METERS (41.99 FT) EAST FROM
 HF1345'THE NORTHEAST CORNER OF AN OLD FOUNDATION, 8.38 METERS (27.49 FT)
 HF1345'SOUTHWEST FROM THE FENCELINE, 0.31 METERS (1.02 FT) SOUTH FROM A
 HF1345'WITNESS POST.  REFERENCE MARK NO 3, IS A STANDARD NGS DISK STAMPED
 HF1345'--PECK 1957 NO 3 1982--, SET INTO THE TOP OF A SQUARE CONCRETE
 HF1345'MONUMENT 12 INCHES (30 CM) ON SIDE, FLUSH WITH THE GROUND.  THE
 HF1345'STATION IS LOCATED 30.5 METERS (100.1 FT) SOUTH SOUTHWEST FROM THE
 HF1345'WITNESS POST AT THE STATION, 19.54 METERS (64.11 FT) WEST A N/S FENCE.
 HF1345'AZIMUTH MARK NO 1, IS A STANDARD CGS DISK, STAMPED---PECK 1957---SET
 HF1345'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 HF1345'IT IS 10.1 M (33.1 FT) NORTH OF THE CENTERLINE OF THE ROAD AND 0.61 M
 HF1345'(2.00 FT) NORTHEAST OF A WITNESS POST.  AZIMUTH MARK NO 2, IS A
 HF1345'STANDARD NGS DISK STAMPED--PECK 1957 NO 2 1982--, SET INTO THE TOP OF
 HF1345'A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER FLUSH WITH
 HF1345'THE GROUND.  THE STATION IS LOCATED 23.09 METERS (75.75 FT) NORTHEAST
 HF1345'FROM THE NORTHEAST CORNER OF A BRICK HOUSE, 15.2 METERS (49.9 FT)
 HF1345'SOUTH FROM CENTERLINE OF 6TH STREET, 5.2 METERS (17.1 FT) WEST FROM
 HF1345'CENTERLINE OF D STREET.  TO REACH THE AZIMUTH MARK FROM THE POST
 HF1345'OFFICE IN PECK, GO SOUTH ON D STREET FOR 0.16 KM (0.10 MI) TO 6TH
 HF1345'STREET AND THE MARK IN THE SOUTHWEST ANGLE OF THE INTERSECTION THE
 HF1345'AZIMUTH MARK IS IN SUMNER COUNTY.  PECK AZ 1 MK NO 2 HAS AN
 HF1345'UNDERGROUND DISK, STAMPED---PECK 1957 NO 2 1981---, SET IN AN
 HF1345'IRREGULAR OF CONCRETE THAT IS 0.91 M (2.99 FT) BELOW THE GROUND
 HF1345'SURFACE.  TO REACH THE ORIGINAL AZIMUTH MARK FROM THE POST OFFICE, GO
 HF1345'EAST FOR 0.56 KM (0.35 MI) TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0489 ***********************************************************************
 JH0489  DESIGNATION -  PENCE
 JH0489  PID         -  JH0489
 JH0489  STATE/COUNTY-  KS/SCOTT
 JH0489  USGS QUAD   -  PENCE (1976)
 JH0489
 JH0489                         *CURRENT SURVEY CONTROL
 JH0489  ___________________________________________________________________
 JH0489* NAD 83(1997)-  38 40 15.50887(N)    101 05 30.84903(W)     ADJUSTED  
 JH0489* NAVD 88     -       959.     (meters)    3146.     (feet)  SCALED    
 JH0489  ___________________________________________________________________
 JH0489  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JH0489  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 JH0489
 JH0489  HORZ ORDER  -  FIRST
 JH0489
 JH0489.The horizontal coordinates were established by classical geodetic methods
 JH0489.and adjusted by the National Geodetic Survey in October 1998..
 JH0489
 JH0489.The orthometric height was scaled from a topographic map.
 JH0489
 JH0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0489
 JH0489.The geoid height was determined by GEOID03.
 JH0489
 JH0489;                    North         East     Units Scale Factor Converg.
 JH0489;SPC KS S     -   625,592.881   174,460.678   MT  1.00002230   -1 35 34.1
 JH0489;SPC KS N     -    42,075.053   130,973.780   MT  1.00000769   -1 57 22.7
 JH0489;UTM  14      - 4,282,341.715   318,013.605   MT  1.00000786   -1 18 26.9
 JH0489
 JH0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0489!SPC KS S     -   0.99985335  x   1.00002230  =   0.99987565
 JH0489!SPC KS N     -   0.99985335  x   1.00000769  =   0.99986104
 JH0489!UTM  14      -   0.99985335  x   1.00000786  =   0.99986121
 JH0489
 JH0489|---------------------------------------------------------------------|
 JH0489| PID    Reference Object                     Distance      Geod. Az  |
 JH0489|                                                           dddmmss.s |
 JH0489| CM9702 PENCE RM 1                           27.222 METERS 00755     |
 JH0489| JH0736 SCOTT CITY MUNICIPAL TANK           APPROX.26.5 KM 1421622.3 |
 JH0489| CM9701 PENCE AZ MK                                        1794357.9 |
 JH0489| CM9703 PENCE RM 2                           25.731 METERS 26854     |
 JH0489|---------------------------------------------------------------------|
 JH0489
 JH0489                          SUPERSEDED SURVEY CONTROL
 JH0489
 JH0489  NAD 83(1986)-  38 40 15.50978(N)    101 05 30.85132(W) AD(       ) 1
 JH0489  NAD 27      -  38 40 15.45240(N)    101 05 29.29844(W) AD(       ) 1
 JH0489
 JH0489.Superseded values are not recommended for survey control.
 JH0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0489.See file dsdata.txt to determine how the superseded data were derived.
 JH0489
 JH0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH1801482342(NAD 83)
 JH0489_MARKER: DS = TRIANGULATION STATION DISK
 JH0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0489_MARK LOGO: CGS   
 JH0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 JH0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0489+STABILITY: SURFACE MOTION
 JH0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0489+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 JH0489
 JH0489  HISTORY     - Date     Condition        Report By
 JH0489  HISTORY     - 1933     MONUMENTED       CGS
 JH0489  HISTORY     - 1949     SEE DESCRIPTION  KS-171
 JH0489  HISTORY     - 1964     GOOD             USAF
 JH0489  HISTORY     - 1968     GOOD             CGS
 JH0489  HISTORY     - 19960530 GOOD             NFORK
 JH0489
 JH0489                          STATION DESCRIPTION
 JH0489
 JH0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0489'ABOUT 16 MILES NORTHWEST OF SCOTT CITY, 13 MILES NORTH OF MODOC
 JH0489'AND 1 MILE NORTH AND 1 MILE WEST OF PENCE COMMUNITY CHURCH.
 JH0489'AT SOUTHEAST CORNER OF SEC. 8, T. 16 S., R. 34 W., IN NORTH
 JH0489'RIGHT-OF-WAY FENCE OF UNGRADED ROAD.
 JH0489'
 JH0489'STATION MARK IS IN FENCE LINE ON NORTH SIDE OF ROAD WHICH
 JH0489'DIVIDES SECTIONS 8 AND 17 AND ABOUT 15 FEET WEST OF FENCE CORNER
 JH0489'(SOUTHEAST FENCE CORNER SEC. 8).
 JH0489'
 JH0489'AZIMUTH MARK IS 0.5 MILE SOUTH ON WEST SIDE OF ROAD IN FENCE
 JH0489'LINE AND ABOUT 100 FEET NORTH OF FENCE CORNER, (SOUTHEAST
 JH0489'CORNER NORTHWEST QUARTER SEC. 17).
 JH0489'
 JH0489'REFERENCE MARK NO. 1 IS NORTH OF STATION IN FENCE LINE ON
 JH0489'WEST SIDE OF ROAD.
 JH0489'
 JH0489'REFERENCE MARK NO. 2 IS WEST OF STATION IN FENCE LINE ON NORTH
 JH0489'SIDE OF ROAD.
 JH0489'
 JH0489'STATION REACHED FROM PLEASANT VIEW SCHOOL BY GOING WEST 3.0 MILES,
 JH0489'THENCE NORTH 4.0 MILES, THENCE WEST 1 MILE TO STATION.  FROM
 JH0489'SCOTT CITY TAKE U.S. HIGHWAY 83 NORTH 3.9 MILES.  WEST 3 MILES.
 JH0489'NORTH 1.5 MILES.  WEST 0.5 MILE.  NORTH 1.5 MILES.  WEST 0.5
 JH0489'MILE.  NORTH 2 MILES.  WEST 2 MILES TO PLEASANT VIEW SCHOOL.
 JH0489'
 JH0489'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS
 JH0489'DESCRIBED.
 JH0489'
 JH0489'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 JH0489
 JH0489                          STATION RECOVERY (1949)
 JH0489
 JH0489'RECOVERY NOTE BY SCOTT COUNTY KS 1949 (GHC)
 JH0489'STATION MARK COMPLETELY DISPLACED AND LYING ON SIDE.  R.M. 1
 JH0489'WAS FOUND LYING IN COUNTY ROAD DITCH, COVERED BY APPROXIMATELY
 JH0489'6 INCHES OF EARTH.  SOMETIME IN THE PAST IT HAD BEEN PLOWED OUT.
 JH0489'THIS MARKER WAS HIT WITH COUNTY SCOOP BUT WAS NOT IDENTIFIED
 JH0489'UNTIL SCOOP WAS UNLOADED.
 JH0489'
 JH0489'R.M. 1 IS STAMPED PENCE NO 1 1933.
 JH0489
 JH0489                          STATION RECOVERY (1964)
 JH0489
 JH0489'RECOVERY NOTE BY US AIR FORCE 1964
 JH0489'STATION RECOVERED AS DESCRIBED.  RM 1 FOUND LYING BESIDE ROAD
 JH0489'DESTROYED.
 JH0489
 JH0489                          STATION RECOVERY (1968)
 JH0489
 JH0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JSA)
 JH0489'STA. FOUND OK.  FLAT GROUND.  HIGH TOWER NOT AVAILABLE COULD NOT SEE
 JH0489'OTHER TRI STATIONS FROM PENCE.
 JH0489'
 JH0489'DIRECTION AND DISTANCE, 13 MI NORTH OF MODOC.
 JH0489
 JH0489                          STATION RECOVERY (1996)
 JH0489
 JH0489'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JH0489'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0674 ***********************************************************************
 JH0674  DESIGNATION -  PEND
 JH0674  PID         -  JH0674
 JH0674  STATE/COUNTY-  KS/LANE
 JH0674  USGS QUAD   -  SHIELDS NW (1974)
 JH0674
 JH0674                         *CURRENT SURVEY CONTROL
 JH0674  ___________________________________________________________________
 JH0674* NAD 83(1997)-  38 38 25.63843(N)    100 22 36.63176(W)     ADJUSTED  
 JH0674* NAVD 88     -       846.     (meters)    2776.     (feet)  SCALED    
 JH0674  ___________________________________________________________________
 JH0674  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JH0674  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 JH0674
 JH0674  HORZ ORDER  -  THIRD
 JH0674
 JH0674.The horizontal coordinates were established by classical geodetic methods
 JH0674.and adjusted by the National Geodetic Survey in October 1998..
 JH0674
 JH0674.The orthometric height was scaled from a topographic map.
 JH0674
 JH0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0674
 JH0674.The geoid height was determined by GEOID03.
 JH0674
 JH0674;                    North         East     Units Scale Factor Converg.
 JH0674;SPC KS S     -   620,714.365   236,604.810   MT  1.00001543   -1 09 12.1
 JH0674;SPC KS N     -    36,809.479   193,085.777   MT  1.00001317   -1 30 13.9
 JH0674;UTM  14      - 4,277,777.851   380,173.229   MT  0.99977682   -0 51 35.4
 JH0674
 JH0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0674!SPC KS S     -   0.99987123  x   1.00001543  =   0.99988666
 JH0674!SPC KS N     -   0.99987123  x   1.00001317  =   0.99988440
 JH0674!UTM  14      -   0.99987123  x   0.99977682  =   0.99964808
 JH0674
 JH0674|---------------------------------------------------------------------|
 JH0674| PID    Reference Object                     Distance      Geod. Az  |
 JH0674|                                                           dddmmss.s |
 JH0674| CL3720 PEND RM 1                            20.356 METERS 10200     |
 JH0674| CL3721 PEND RM 2                                          18628     |
 JH0674| CL3719 PEND AZ MK                                         2012209.1 |
 JH0674| JH0670 SHIELDS FARMERS COOP ELEVATOR       APPROX. 7.9 KM 2480509.8 |
 JH0674| JH0745 SHIELDS KANS NEBR GAS MAST          APPROX.11.4 KM 2791808.1 |
 JH0674|---------------------------------------------------------------------|
 JH0674
 JH0674                          SUPERSEDED SURVEY CONTROL
 JH0674
 JH0674  NAD 83(1986)-  38 38 25.64313(N)    100 22 36.63272(W) AD(       ) 3
 JH0674  NAD 27      -  38 38 25.58784(N)    100 22 35.14721(W) AD(       ) 3
 JH0674
 JH0674.Superseded values are not recommended for survey control.
 JH0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0674.See file dsdata.txt to determine how the superseded data were derived.
 JH0674
 JH0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH8017377778(NAD 83)
 JH0674_MARKER: DS = TRIANGULATION STATION DISK
 JH0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0674
 JH0674  HISTORY     - Date     Condition        Report By
 JH0674  HISTORY     - 1963     MONUMENTED       CGS
 JH0674
 JH0674                          STATION DESCRIPTION
 JH0674
 JH0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0674'THE STATION IS LOCATED 11-1/2 MILES NORTHEAST OF DIGHTON, 4 MILES
 JH0674'EAST-NORTHEAST OF SHIELDS, 2-1/2 MILES WEST OF PENDENNIS, IN THE
 JH0674'NORTHEAST ANGLE OF A T-ROAD INTERSECTION ON THE ROAD RIGHT-OF-WAY.
 JH0674'
 JH0674'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 AND 23,
 JH0674'WHICH IS 9 MILES NORTH OF DIGHTON, GO EAST ON STATE HIGHWAY 4 FOR
 JH0674'3.85 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 JH0674'EASTERLY ON STATE HIGHWAY 4 FOR 0.25 MILE TO A CROSSROAD.  TURN
 JH0674'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.5 MILE TO THE STATION AS
 JH0674'DESCRIBED IN THE NORTHEAST ANGLE OF A T-ROAD INTERSECTION.
 JH0674'
 JH0674'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0674'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED PEND 1963.
 JH0674'IT IS 38 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD, 28
 JH0674'FEET NORTH OF THE CENTER OF A GRADED ROAD, 5 FEET NORTH-NORTHWEST
 JH0674'OF A FENCE CORNER AND 4.2 FEET NORTH-NORTHWEST OF A METAL WITNESS
 JH0674'POST.
 JH0674'
 JH0674'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0674'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED PEND NO 1
 JH0674'1963.  IT IS 26 FEET EAST OF A METAL WITNESS POST, 25 FEET NORTH OF
 JH0674'THE CENTER OF A GRADED ROAD AND 2 FEET SOUTH-SOUTHEAST OF AN EAST
 JH0674'GATE POST.
 JH0674'
 JH0674'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0674'CONCRETE CYLINDER WHICH PROJECTS 2 INCHES AND IS STAMPED PEND NO 2
 JH0674'1963.  IT IS 36 FEET SOUTH OF THE CENTER OF A GRADED ROAD AND 34
 JH0674'FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD.
 JH0674'
 JH0674'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 JH0674'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED PEND 1963.
 JH0674'IT IS 98 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 4, 2 FEET EAST
 JH0674'OF A POWER POLE AND 1.9 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0796 ***********************************************************************
 KG0796  DESIGNATION -  PENOKEE
 KG0796  PID         -  KG0796
 KG0796  STATE/COUNTY-  KS/GRAHAM
 KG0796  USGS QUAD   -  PENOKEE (1979)
 KG0796
 KG0796                         *CURRENT SURVEY CONTROL
 KG0796  ___________________________________________________________________
 KG0796* NAD 83(1997)-  39 21 49.63688(N)    099 57 02.10925(W)     ADJUSTED  
 KG0796* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 KG0796  ___________________________________________________________________
 KG0796  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 KG0796  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 KG0796
 KG0796  HORZ ORDER  -  THIRD
 KG0796
 KG0796.The horizontal coordinates were established by classical geodetic methods
 KG0796.and adjusted by the National Geodetic Survey in October 1998..
 KG0796
 KG0796.The orthometric height was scaled from a topographic map.
 KG0796
 KG0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0796
 KG0796.The geoid height was determined by GEOID03.
 KG0796
 KG0796;                    North         East     Units Scale Factor Converg.
 KG0796;SPC KS N     -   116,203.195   231,916.356   MT  0.99995879   -1 14 03.0
 KG0796;UTM  14      - 4,357,578.667   418,109.521   MT  0.99968257   -0 36 10.6
 KG0796
 KG0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0796!SPC KS N     -   0.99989633  x   0.99995879  =   0.99985512
 KG0796!UTM  14      -   0.99989633  x   0.99968257  =   0.99957893
 KG0796
 KG0796:                Primary Azimuth Mark                     Grid Az
 KG0796:SPC KS N     -  HILL CITY MUNICIPAL TANK                 088 31 23.8
 KG0796:UTM  14      -  HILL CITY MUNICIPAL TANK                 087 53 31.4
 KG0796
 KG0796|---------------------------------------------------------------------|
 KG0796| PID    Reference Object                     Distance      Geod. Az  |
 KG0796|                                                           dddmmss.s |
 KG0796| KG0791 HILL CITY MUNICIPAL TANK            APPROX. 8.9 KM 0871720.8 |
 KG0796| CN9435 PENOKEE RM 1                         12.920 METERS 08806     |
 KG0796| CN9436 PENOKEE RM 2                          9.970 METERS 26846     |
 KG0796| CN9434 PENOKEE AZ MK                                      2693424.5 |
 KG0796|---------------------------------------------------------------------|
 KG0796
 KG0796                          SUPERSEDED SURVEY CONTROL
 KG0796
 KG0796  NAD 83(1986)-  39 21 49.64163(N)    099 57 02.11126(W) AD(       ) 3
 KG0796  NAD 27      -  39 21 49.62200(N)    099 57 00.66600(W) AD(       ) 3
 KG0796
 KG0796.Superseded values are not recommended for survey control.
 KG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0796.See file dsdata.txt to determine how the superseded data were derived.
 KG0796
 KG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ1811057579(NAD 83)
 KG0796_MARKER: DS = TRIANGULATION STATION DISK
 KG0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0796
 KG0796  HISTORY     - Date     Condition        Report By
 KG0796  HISTORY     - 1950     MONUMENTED       CGS
 KG0796  HISTORY     - 1955     SEE DESCRIPTION  CGS
 KG0796
 KG0796                          STATION DESCRIPTION
 KG0796
 KG0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0796'THE STATION IS LOCATED 5.85 MILES WEST OF THE POST OFFICE IN HILL
 KG0796'CITY AND ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 24.  IT IS
 KG0796'44 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 15 FEET EAST OF A
 KG0796'TRIANGULAR BLAZED TELEPHONE POLE, 4.5 FEET WEST-SOUTHWEST OF A
 KG0796'WITNESS POST AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 KG0796'STAMPED PENOKEE 1950 AND PROJECTS 3 INCHES.
 KG0796'
 KG0796'REFERENCE MARK NO. 1 IS 43 FEET SOUTH OF THE CENTER OF THE
 KG0796'HIGHWAY AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 KG0796'STAMPED PENOKEE NO 1 1950 AND PROJECTS 3 INCHES.
 KG0796'
 KG0796'REFERENCE MARK NO. 2 IS 44 FEET SOUTH OF THE CENTER OF THE
 KG0796'HIGHWAY, 18.5 FEET WEST OF A TRIANGULAR BLAZED TELEPHONE POLE
 KG0796'AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 KG0796'PENOKEE NO 2 1950 AND PROJECTS 3 INCHES.
 KG0796'
 KG0796'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 24,
 KG0796'5 FEET SOUTH OF AN EAST-WEST FENCE LINE AND 5 FEET SOUTH OF A
 KG0796'WITNESS POST.  IT IS STAMPED PENOKEE 1950 AND PROJECTS 3 INCHES.
 KG0796'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.3 MILE
 KG0796'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KG0796
 KG0796                          STATION RECOVERY (1955)
 KG0796
 KG0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (GCM)
 KG0796'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KG0796'GOOD CONDITION.  THE REBUILDING OF U.S. HIGHWAY 24 IN THIS AREA
 KG0796'WILL DESTROY THE STATION AND REFERENCE MARKS.  THE AZIMUTH MARK
 KG0796'WAS NEAR A VERY STEEP BACK SLOPE.  ALL THE MARKS WERE MOVED AND
 KG0796'PENOKEE 2 WAS ESTABLISHED.  FOR DETAILS, SEE THE DESCRIPTION OF
 KG0796'PENOKEE 2 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0798 ***********************************************************************
 KG0798  DESIGNATION -  PENOKEE 2
 KG0798  PID         -  KG0798
 KG0798  STATE/COUNTY-  KS/GRAHAM
 KG0798  USGS QUAD   -  PENOKEE (1979)
 KG0798
 KG0798                         *CURRENT SURVEY CONTROL
 KG0798  ___________________________________________________________________
 KG0798* NAD 83(1997)-  39 21 49.37096(N)    099 57 02.10778(W)     ADJUSTED  
 KG0798* NAVD 88     -       686.     (meters)    2251.     (feet)  SCALED    
 KG0798  ___________________________________________________________________
 KG0798  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 KG0798  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 KG0798
 KG0798  HORZ ORDER  -  THIRD
 KG0798
 KG0798.The horizontal coordinates were established by classical geodetic methods
 KG0798.and adjusted by the National Geodetic Survey in October 1998..
 KG0798.No horizontal observational check was made to the station.
 KG0798
 KG0798.The orthometric height was scaled from a topographic map.
 KG0798
 KG0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0798
 KG0798.The geoid height was determined by GEOID03.
 KG0798
 KG0798;                    North         East     Units Scale Factor Converg.
 KG0798;SPC KS N     -   116,194.996   231,916.215   MT  0.99995879   -1 14 03.0
 KG0798;UTM  14      - 4,357,570.469   418,109.470   MT  0.99968257   -0 36 10.6
 KG0798
 KG0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0798!SPC KS N     -   0.99989633  x   0.99995879  =   0.99985512
 KG0798!UTM  14      -   0.99989633  x   0.99968257  =   0.99957893
 KG0798
 KG0798:                Primary Azimuth Mark                     Grid Az
 KG0798:SPC KS N     -  HILL CITY MUNICIPAL TANK                 088 28 14.4
 KG0798:UTM  14      -  HILL CITY MUNICIPAL TANK                 087 50 22.0
 KG0798
 KG0798|---------------------------------------------------------------------|
 KG0798| PID    Reference Object                     Distance      Geod. Az  |
 KG0798|                                                           dddmmss.s |
 KG0798| KG0791 HILL CITY MUNICIPAL TANK            APPROX. 8.9 KM 0871411.4 |
 KG0798| CN9438 PENOKEE 2 RM 3                       15.597 METERS 09350     |
 KG0798| CN9439 PENOKEE 2 RM 4                       16.313 METERS 26608     |
 KG0798| CN9437 PENOKEE 2 AZ MK                                    2704014.9 |
 KG0798| KG0796 PENOKEE                               8.201 METERS 35945     |
 KG0798|---------------------------------------------------------------------|
 KG0798
 KG0798                          SUPERSEDED SURVEY CONTROL
 KG0798
 KG0798  NAD 83(1986)-  39 21 49.37570(N)    099 57 02.10979(W) AD(       ) 3
 KG0798  NAD 27      -  39 21 49.35600(N)    099 57 00.66400(W) AD(       ) 3
 KG0798
 KG0798.Superseded values are not recommended for survey control.
 KG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0798.See file dsdata.txt to determine how the superseded data were derived.
 KG0798
 KG0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ1810957570(NAD 83)
 KG0798_MARKER: DS = TRIANGULATION STATION DISK
 KG0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0798
 KG0798  HISTORY     - Date     Condition        Report By
 KG0798  HISTORY     - 1955     MONUMENTED       CGS
 KG0798
 KG0798                          STATION DESCRIPTION
 KG0798
 KG0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (GCM)
 KG0798'STATION IS LOCATED ABOUT 6 MILES WEST OF HILL CITY AND 1 AND 1/2
 KG0798'MILES NORTHEAST OF PENOKEE AND ON THE SOUTH RIGHT-OF-WAY OF U.S.
 KG0798'HIGHWAY 24, 70 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 24, 13
 KG0798'FEET EAST-NORTHEAST OF A TELEPHONE POLE WITH A SMALL TRIANGULAR
 KG0798'BLAZE, 5 FEET NORTH OF FENCE, AND 4.5 FEET NORTH OF WHITE WITNESS
 KG0798'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 KG0798'DISK IS STAMPED PENOKEE 2 1955.
 KG0798'
 KG0798'REFERENCE MARK NO. 3 IS 74 FEET SOUTH OF THE CENTER OF U.S.
 KG0798'HIGHWAY 24, 64 FEET EAST OF TELEPHONE POLE WITH TRIANGULAR BLAZE,
 KG0798'AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 8 INCHES AND THE
 KG0798'DISK IS STAMPED PENOKEE 2 NO 3 1955.
 KG0798'
 KG0798'REFERENCE MARK NO. 4 IS 74 FEET SOUTH OF THE CENTER OF U.S.
 KG0798'HIGHWAY 24, 40 FEET WEST OF A TELEPHONE POLE WITH TRIANGULAR
 KG0798'BLAZE, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS 8 INCHES AND
 KG0798'THE DISK IS STAMPED PENOKEE 2 NO 4 1955.
 KG0798'
 KG0798'AZIMUTH MARK IS 67 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 24,
 KG0798'54 FEET EAST OF A TELEPHONE POLE, 8 FEET NORTH OF A FENCE, AND
 KG0798'2.5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 KG0798'INCHES AND THE DISK IS STAMPED PENOKEE 2 1955.
 KG0798'
 KG0798'TO REACH THE STATION FROM THE RAILROAD STATION IN PENOKEE, GO
 KG0798'NORTH ON HARD-SURFACED ROAD FOR 0.9 MILE TO U.S. HIGHWAY 24.  TURN
 KG0798'RIGHT AND GO EAST ON U.S. HIGHWAY 24 FOR 0.9 MILE TO THE AZIMUTH
 KG0798'MARK ON THE RIGHT.  CONTINUE EAST ON U.S. HIGHWAY 24 FOR 0.3
 KG0798'MILES TO THE STATION MARK ON THE RIGHT AS DESCRIBED.
 KG0798'
 KG0798'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0965 ***********************************************************************
 HG0965  DESIGNATION -  PERRY
 HG0965  PID         -  HG0965
 HG0965  STATE/COUNTY-  KS/CLARK
 HG0965  USGS QUAD   -  LEXINGTON (1979)
 HG0965
 HG0965                         *CURRENT SURVEY CONTROL
 HG0965  ___________________________________________________________________
 HG0965* NAD 83(1997)-  37 15 09.18349(N)    099 37 19.08514(W)     ADJUSTED  
 HG0965* NAVD 88     -       663.     (meters)    2175.     (feet)  SCALED    
 HG0965  ___________________________________________________________________
 HG0965  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 HG0965  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 HG0965
 HG0965  HORZ ORDER  -  SECOND
 HG0965
 HG0965.The horizontal coordinates were established by classical geodetic methods
 HG0965.and adjusted by the National Geodetic Survey in October 1998..
 HG0965
 HG0965.The orthometric height was scaled from a topographic map.
 HG0965
 HG0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0965
 HG0965.The geoid height was determined by GEOID03.
 HG0965
 HG0965;                    North         East     Units Scale Factor Converg.
 HG0965;SPC KS S     -   465,623.635   300,465.137   MT  1.00000281   -0 41 22.1
 HG0965;UTM  14      - 4,123,070.493   444,843.000   MT  0.99963748   -0 22 35.4
 HG0965
 HG0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0965!SPC KS S     -   0.99990021  x   1.00000281  =   0.99990302
 HG0965!UTM  14      -   0.99990021  x   0.99963748  =   0.99953773
 HG0965
 HG0965|---------------------------------------------------------------------|
 HG0965| PID    Reference Object                     Distance      Geod. Az  |
 HG0965|                                                           dddmmss.s |
 HG0965| CL3729 PERRY RM 1                            4.969 METERS 09804     |
 HG0965| HG0972 SITKA WALLINGFORD GRAIN ELEV        APPROX. 9.0 KM 1980307.9 |
 HG0965| CL3728 PERRY AZ MK                                        2122535.2 |
 HG0965| CL3730 PERRY RM 2                            8.454 METERS 24609     |
 HG0965|---------------------------------------------------------------------|
 HG0965
 HG0965                          SUPERSEDED SURVEY CONTROL
 HG0965
 HG0965  NAD 83(1997)-  37 15 09.19036(N)    099 37 19.08550(W) AD(       ) 2
 HG0965  NAD 83(1986)-  37 15 09.18353(N)    099 37 19.08093(W) AD(       ) 2
 HG0965  NAD 27      -  37 15 09.09290(N)    099 37 17.63551(W) AD(       ) 2
 HG0965
 HG0965.Superseded values are not recommended for survey control.
 HG0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0965.See file dsdata.txt to determine how the superseded data were derived.
 HG0965
 HG0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG4484323070(NAD 83)
 HG0965_MARKER: DS = TRIANGULATION STATION DISK
 HG0965_SETTING: 0 = UNSPECIFIED SETTING
 HG0965
 HG0965  HISTORY     - Date     Condition        Report By
 HG0965  HISTORY     - 1964     MONUMENTED       CGS
 HG0965
 HG0965                          STATION DESCRIPTION
 HG0965
 HG0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0965'THE STATION IS 9 MILES NORTHEAST OF ASHLAND, 9 MILES NORTHWEST OF
 HG0965'PROTECTION, 6 MILES NORTH OF SITKA, ON THE HIGHEST AND MOST
 HG0965'NORTHERLY OF A GROUP OF LOW HILLS, IN SECTION 17, T 32 S, R 21 W, ON
 HG0965'PROPERTY OWNED BY MR. GEORGE PERRY.
 HG0965'
 HG0965'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND MAIN
 HG0965'STREET IN ASHLAND, GO EAST ON U.S. HIGHWAY 160 FOR 6.1 MILES TO THE
 HG0965'JUNCTION OF U.S. HIGHWAYS 160, 183 AND STATE HIGHWAYS 34, 334.
 HG0965'TURN LEFT AND GO NORTH ON STATE HIGHWAY 334 FOR 2.7 MILES TO A SIDE
 HG0965'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.3
 HG0965'MILES TO A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE AND
 HG0965'GO NORTH ON A TRACK ROAD FOR 0.5 MILE TO A WIRE GATE.  PASS THROUGH
 HG0965'THE WIRE GATE AND GO NORTH AND NORTHEAST ON A DIM TRACK ROAD FOR
 HG0965'0.35 MILE TO A DIM FORK IN THE ROAD.  TAKE THE RIGHT FORK AND GO
 HG0965'EAST ON A DIM TRACK ROAD FOR 0.15 MILE TO A CONCRETE FOUNDATION.
 HG0965'TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE AZIMUTH MARK.  CONTINUE
 HG0965'NORTHERLY ACROSS THE PASTURE FOR 0.25 MILE TO THE END OF TRUCK
 HG0965'TRAVEL.  FROM THE END OF TRUCK TRAVEL, PACK NORTH FOR ABOUT 75
 HG0965'YARDS TO THE STATION ON THE HIGHEST POINT OF THE HILL.
 HG0965'
 HG0965'THE STATION MARKS ARE STANDARD DISKS STAMPED PERRY 1964.  THE SURFACE
 HG0965'DISK IS WELDED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 1
 HG0965'INCH.  IT IS 7.3 FEET NORTHEAST OF A METAL WITNESS POST.  THE
 HG0965'UNDERGROUND DISK IS SET IN A MASS OF CONCRETE 28 INCHES BELOW THE
 HG0965'SURFACE OF THE GROUND.
 HG0965'
 HG0965'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PERRY NO 1 1964, IS
 HG0965'WELDED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 3 INCHES.
 HG0965'IT IS 20.9 FEET EAST OF A METAL WITNESS POST.
 HG0965'
 HG0965'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PERRY NO 2 1964, IS
 HG0965'WELDED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES.
 HG0965'IT IS 21.8 FEET WEST OF A METAL WITNESS POST.
 HG0965'
 HG0965'THE AZIMUTH MARK, A STANDARD DISK STAMPED PERRY 1964, IS SET IN THE
 HG0965'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 HG0965'IS 2.2 FEET NORTH OF A METAL WITNESS POST.
 HG0965'
 HG0965'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1382 ***********************************************************************
 HF1382  DESIGNATION -  PERTH S P WALLINGFORD ELEVATOR
 HF1382  PID         -  HF1382
 HF1382  STATE/COUNTY-  KS/SUMNER
 HF1382  USGS QUAD   -  PERTH (1971)
 HF1382
 HF1382                         *CURRENT SURVEY CONTROL
 HF1382  ___________________________________________________________________
 HF1382* NAD 83(1997)-  37 10 33.54643(N)    097 30 23.22571(W)     ADJUSTED  
 HF1382* NAVD 88     -                                                        
 HF1382  ___________________________________________________________________
 HF1382  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HF1382  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 HF1382
 HF1382  HORZ ORDER  -  THIRD
 HF1382
 HF1382.The horizontal coordinates were established by classical geodetic methods
 HF1382.and adjusted by the National Geodetic Survey in October 1998..
 HF1382
 HF1382
 HF1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1382
 HF1382.The geoid height was determined by GEOID03.
 HF1382
 HF1382;                    North         East     Units Scale Factor Converg.
 HF1382;SPC KS S     -   456,997.370   488,233.182   MT  1.00001906   +0 36 38.0
 HF1382;UTM  14      - 4,115,439.627   632,587.260   MT  0.99981655   +0 54 09.5
 HF1382
 HF1382                          SUPERSEDED SURVEY CONTROL
 HF1382
 HF1382  NAD 83(1997)-  37 10 33.54950(N)    097 30 23.22395(W) AD(       ) 4
 HF1382  NAD 83(1986)-  37 10 33.55581(N)    097 30 23.21812(W) AD(       ) 4
 HF1382  NAD 27      -  37 10 33.47383(N)    097 30 22.05123(W) AD(       ) 3
 HF1382
 HF1382.Superseded values are not recommended for survey control.
 HF1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1382.See file dsdata.txt to determine how the superseded data were derived.
 HF1382
 HF1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3258715440(NAD 83)
 HF1382_MARKER: 53 = ELEVATED TANK
 HF1382
 HF1382  HISTORY     - Date     Condition        Report By
 HF1382  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1382
 HF1382                          STATION DESCRIPTION
 HF1382
 HF1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1382'THE STATION IS LOCATED IN THE NORTH CENTRAL SECTION OF PERTH,
 HF1382'ABOUT 60 FEET NORTHWEST OF RAILROAD TRACKS RUNNING
 HF1382'NORTHEAST-SOUTHWEST, IS THE WESTERN MOST AND HIGHEST ONE OF TWO
 HF1382'SHEET METAL COVERED ELEVATORS AND IS 70 FEET HIGH.  POINT OBSERVED
 HF1382'IS THE CENTER OF THE HEADHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0867 ***********************************************************************
 HF0867  DESIGNATION -  PETE
 HF0867  PID         -  HF0867
 HF0867  STATE/COUNTY-  KS/SUMNER
 HF0867  USGS QUAD   -  MILAN (1981)
 HF0867
 HF0867                         *CURRENT SURVEY CONTROL
 HF0867  ___________________________________________________________________
 HF0867* NAD 83(1997)-  37 21 54.71266(N)    097 38 20.55493(W)     ADJUSTED  
 HF0867* NAVD 88     -       415.230  (meters)    1362.30   (feet)  ADJUSTED  
 HF0867  ___________________________________________________________________
 HF0867  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 HF0867  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HF0867  DYNAMIC HT  -         414.888 (meters)    1361.18  (feet)  COMP
 HF0867  MODELED GRAV-     979,793.7   (mgal)                       NAVD 88
 HF0867
 HF0867  HORZ ORDER  -  THIRD
 HF0867  VERT ORDER  -  SECOND    CLASS 0
 HF0867
 HF0867.The horizontal coordinates were established by classical geodetic methods
 HF0867.and adjusted by the National Geodetic Survey in October 1998..
 HF0867
 HF0867.The orthometric height was determined by differential leveling
 HF0867.and adjusted by the National Geodetic Survey in June 1991..
 HF0867
 HF0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0867
 HF0867.The geoid height was determined by GEOID03.
 HF0867
 HF0867.The dynamic height is computed by dividing the NAVD 88
 HF0867.geopotential number by the normal gravity value computed on the
 HF0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0867.degrees latitude (g = 980.6199 gals.).
 HF0867
 HF0867.The modeled gravity was interpolated from observed gravity values.
 HF0867
 HF0867;                    North         East     Units Scale Factor Converg.
 HF0867;SPC KS S     -   477,878.718   476,264.700   MT  0.99998209   +0 31 44.7
 HF0867;UTM  14      - 4,136,254.955   620,514.021   MT  0.99977890   +0 49 33.8
 HF0867
 HF0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0867!SPC KS S     -   0.99993934  x   0.99998209  =   0.99992143
 HF0867!UTM  14      -   0.99993934  x   0.99977890  =   0.99971825
 HF0867
 HF0867:                Primary Azimuth Mark                     Grid Az
 HF0867:SPC KS S     -  CONWAY SPRINGS SMALL ELEVATOR            009 27 37.6
 HF0867:UTM  14      -  CONWAY SPRINGS SMALL ELEVATOR            009 09 48.5
 HF0867
 HF0867|---------------------------------------------------------------------|
 HF0867| PID    Reference Object                     Distance      Geod. Az  |
 HF0867|                                                           dddmmss.s |
 HF0867| HF1376 CONWAY SPRINGS SMALL ELEVATOR       APPROX. 2.6 KM 0095922.3 |
 HF0867| HF0870 URBAN                               APPROX. 0.9 KM 0130039.0 |
 HF0867| HF0866 PETE RM 1                            16.160 METERS 18241     |
 HF0867| HF0868 PETE RM 2                            22.356 METERS 25624     |
 HF0867| HF1379 CONWAY SPRINGS MUNICIPAL TANK       APPROX. 2.9 KM 3585430.3 |
 HF0867|---------------------------------------------------------------------|
 HF0867
 HF0867                          SUPERSEDED SURVEY CONTROL
 HF0867
 HF0867  NAD 83(1997)-  37 21 54.71769(N)    097 38 20.55389(W) AD(       ) 3
 HF0867  NAD 83(1986)-  37 21 54.72211(N)    097 38 20.54940(W) AD(       ) 3
 HF0867  NAD 27      -  37 21 54.65311(N)    097 38 19.36215(W) AD(       ) 3
 HF0867  NGVD 29 (??/??/92)  415.102  (m)         1361.88   (f) ADJ UNCH    2 0
 HF0867
 HF0867.Superseded values are not recommended for survey control.
 HF0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0867.See file dsdata.txt to determine how the superseded data were derived.
 HF0867
 HF0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2051436255(NAD 83)
 HF0867_MARKER: DS = TRIANGULATION STATION DISK
 HF0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0867_STAMPING: PETE 1962
 HF0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0867+STABILITY: SURFACE MOTION
 HF0867
 HF0867  HISTORY     - Date     Condition        Report By
 HF0867  HISTORY     - 1962     MONUMENTED       CGS
 HF0867  HISTORY     - 1962     GOOD             CGS
 HF0867
 HF0867                          STATION DESCRIPTION
 HF0867
 HF0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0867'THE STATION IS ABOUT 2 MILES SOUTH OF CONWAY SPRINGS, ALONG
 HF0867'THE EAST SIDE OF STATE HIGHWAY 49, ON PROPERTY OWNED BY MR.
 HF0867'PETE LINNEBUR.
 HF0867'
 HF0867'TO REACH THE STATION FROM THE CAUTION LIGHT, AT THE INTERSECTION
 HF0867'OF FIFTH STREET AND SPRING AVENUE, IN CONWAY SPRINGS, GO
 HF0867'SOUTH ON STATE HIGHWAY 49 FOR 1.2 MILES TO A CROSSROAD.
 HF0867'CONTINUE SOUTH ON HIGHWAY 49 FOR 0.5 MILE TO A HOUSE AND THE
 HF0867'STATION ON THE LEFT, EAST SIDE OF THE HIGHWAY.
 HF0867'
 HF0867'STATION MARKS ARE STANDARD DISKS STAMPED PETE 1962.  THE
 HF0867'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HF0867'2 INCHES.  IT IS 139 FEET NORTHWEST OF THE NORTHWEST CORNER
 HF0867'OF THE HOUSE, 54 FEET NORTH OF A TELEPHONE POLE, 48.5 FEET
 HF0867'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL SHED, 37 FEET
 HF0867'EAST OF THE CENTER LINE OF HIGHWAY 49 AND 7.7 FEET SOUTH OF
 HF0867'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET 42 INCHES
 HF0867'BELOW THE SURFACE IN AN IRREGULAR MASS OF CONCRETE.
 HF0867'
 HF0867'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PETE NO 1 1962,
 HF0867'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HF0867'IT IS 92.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 HF0867'HOUSE, 35 FEET EAST OF THE CENTER LINE OF HIGHWAY 49 AND
 HF0867'1 FOOT NORTH OF A TELEPHONE POLE.
 HF0867'
 HF0867'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PETE NO 2 1962,
 HF0867'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HF0867'IS 34 FEET WEST OF THE CENTER LINE OF HIGHWAY 49 AND 2 FEET
 HF0867'NORTHWEST OF A POWER POLE.
 HF0867'
 HF0867'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HF0867'
 HF0867'URBAN MAY BE USED AS THE AZIMUTH MARK.
 HF0867
 HF0867                          STATION RECOVERY (1962)
 HF0867
 HF0867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0867'2 MI S FROM CONWAY SPRINGS.
 HF0867'0.1 MILE EAST OF THE POST OFFICE AT CONWAY SPRINGS, THENCE 1.9
 HF0867'MILES SOUTH ALONG STATE HIGHWAY 49, 139 FEET NORTHWEST OF THE
 HF0867'NORTHWEST CORNER OF A FARM HOUSE, 54 FEET NORTH OF A TELEPHONE
 HF0867'POLE, 48.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SHED, 37
 HF0867'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 7.7 FEET SOUTH OF A
 HF0867'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HF0867'PROJECTS 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0866 ***********************************************************************
 HF0866  DESIGNATION -  PETE RM 1
 HF0866  PID         -  HF0866
 HF0866  STATE/COUNTY-  KS/SUMNER
 HF0866  USGS QUAD   -  MILAN (1981)
 HF0866
 HF0866                         *CURRENT SURVEY CONTROL
 HF0866  ___________________________________________________________________
 HF0866* NAD 83(1986)-  37 21 54.     (N)    097 38 20.     (W)     SCALED    
 HF0866* NAVD 88     -       415.369  (meters)    1362.76   (feet)  ADJUSTED  
 HF0866  ___________________________________________________________________
 HF0866  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HF0866  DYNAMIC HT  -         415.027 (meters)    1361.63  (feet)  COMP
 HF0866  MODELED GRAV-     979,793.7   (mgal)                       NAVD 88
 HF0866
 HF0866  VERT ORDER  -  SECOND    CLASS 0
 HF0866
 HF0866.The horizontal coordinates were scaled from a topographic map and have
 HF0866.an estimated accuracy of +/- 6 seconds.
 HF0866
 HF0866.The orthometric height was determined by differential leveling
 HF0866.and adjusted by the National Geodetic Survey in June 1991..
 HF0866
 HF0866.The geoid height was determined by GEOID03.
 HF0866
 HF0866.The dynamic height is computed by dividing the NAVD 88
 HF0866.geopotential number by the normal gravity value computed on the
 HF0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0866.degrees latitude (g = 980.6199 gals.).
 HF0866
 HF0866.The modeled gravity was interpolated from observed gravity values.
 HF0866
 HF0866;                    North         East    Units  Estimated Accuracy
 HF0866;SPC KS S     -   477,860.      476,280.      MT  (+/- 180 meters Scaled)
 HF0866
 HF0866                          SUPERSEDED SURVEY CONTROL
 HF0866
 HF0866  NGVD 29 (??/??/92)  415.242  (m)         1362.34   (f) ADJ UNCH    2 0
 HF0866
 HF0866.Superseded values are not recommended for survey control.
 HF0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0866.See file dsdata.txt to determine how the superseded data were derived.
 HF0866
 HF0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG205362(NAD 83)
 HF0866_MARKER: DR = REFERENCE MARK DISK
 HF0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0866_STAMPING: PETE NO 1 1962
 HF0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0866+STABILITY: SURFACE MOTION
 HF0866
 HF0866  HISTORY     - Date     Condition        Report By
 HF0866  HISTORY     - 1962     MONUMENTED       CGS
 HF0866
 HF0866                          STATION DESCRIPTION
 HF0866
 HF0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0866'2 MI S FROM CONWAY SPRINGS.
 HF0866'0.1 MILE EAST OF THE POST OFFICE AT CONWAY SPRINGS, THENCE 1.9
 HF0866'MILES SOUTH ALONG STATE HIGHWAY 49, 92.5 FEET NORTHWEST OF
 HF0866'THE NORTHWEST CORNER OF A FARM HOUSE, 35 FEET EAST OF THE
 HF0866'CENTERLINE OF THE HIGHWAY, 1.0 FEET NORTH OF A TELEPHONE POLE,
 HF0866'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET
 HF0866'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0868 ***********************************************************************
 HF0868  DESIGNATION -  PETE RM 2
 HF0868  PID         -  HF0868
 HF0868  STATE/COUNTY-  KS/SUMNER
 HF0868  USGS QUAD   -  MILAN (1981)
 HF0868
 HF0868                         *CURRENT SURVEY CONTROL
 HF0868  ___________________________________________________________________
 HF0868* NAD 83(1986)-  37 21 55.     (N)    097 38 20.     (W)     SCALED    
 HF0868* NAVD 88     -       415.573  (meters)    1363.43   (feet)  ADJUSTED  
 HF0868  ___________________________________________________________________
 HF0868  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 HF0868  DYNAMIC HT  -         415.230 (meters)    1362.30  (feet)  COMP
 HF0868  MODELED GRAV-     979,793.8   (mgal)                       NAVD 88
 HF0868
 HF0868  VERT ORDER  -  SECOND    CLASS 0
 HF0868
 HF0868.The horizontal coordinates were scaled from a topographic map and have
 HF0868.an estimated accuracy of +/- 6 seconds.
 HF0868
 HF0868.The orthometric height was determined by differential leveling
 HF0868.and adjusted by the National Geodetic Survey in June 1991..
 HF0868
 HF0868.The geoid height was determined by GEOID03.
 HF0868
 HF0868.The dynamic height is computed by dividing the NAVD 88
 HF0868.geopotential number by the normal gravity value computed on the
 HF0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0868.degrees latitude (g = 980.6199 gals.).
 HF0868
 HF0868.The modeled gravity was interpolated from observed gravity values.
 HF0868
 HF0868;                    North         East    Units  Estimated Accuracy
 HF0868;SPC KS S     -   477,890.      476,280.      MT  (+/- 180 meters Scaled)
 HF0868
 HF0868                          SUPERSEDED SURVEY CONTROL
 HF0868
 HF0868  NGVD 29 (??/??/92)  415.445  (m)         1363.01   (f) ADJ UNCH    2 0
 HF0868
 HF0868.Superseded values are not recommended for survey control.
 HF0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0868.See file dsdata.txt to determine how the superseded data were derived.
 HF0868
 HF0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG205362(NAD 83)
 HF0868_MARKER: DR = REFERENCE MARK DISK
 HF0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0868_STAMPING: PETE NO 2 1962
 HF0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0868+STABILITY: SURFACE MOTION
 HF0868
 HF0868  HISTORY     - Date     Condition        Report By
 HF0868  HISTORY     - 1962     MONUMENTED       CGS
 HF0868
 HF0868                          STATION DESCRIPTION
 HF0868
 HF0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0868'2 MI S FROM CONWAY SPRINGS.
 HF0868'0.1 MILE EAST OF THE POST OFFICE AT CONWAY SPRINGS, THENCE 1.9
 HF0868'MILES SOUTH ALONG STATE HIGHWAY 49, 73.4 FEET WEST OF THE
 HF0868'STATION PETE 1962, 34 FEET WEST OF THE CENTERLINE OF THE
 HF0868'HIGHWAY, 2.0 FEET NORTHWEST OF A POWER POLE, SET IN THE TOP
 HF0868'OF A CONCRETE POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0471 ***********************************************************************
 KG0471  DESIGNATION -  PETER
 KG0471  PID         -  KG0471
 KG0471  STATE/COUNTY-  KS/GRAHAM
 KG0471  USGS QUAD   -  TOGO (1979)
 KG0471
 KG0471                         *CURRENT SURVEY CONTROL
 KG0471  ___________________________________________________________________
 KG0471* NAD 83(1997)-  39 11 24.47443(N)    099 51 24.12088(W)     ADJUSTED  
 KG0471* NAVD 88     -       732.719  (meters)    2403.93   (feet)  ADJUSTED  
 KG0471  ___________________________________________________________________
 KG0471  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 KG0471  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 KG0471  DYNAMIC HT  -         732.177 (meters)    2402.15  (feet)  COMP
 KG0471  MODELED GRAV-     979,863.9   (mgal)                       NAVD 88
 KG0471
 KG0471  HORZ ORDER  -  SECOND
 KG0471  VERT ORDER  -  FIRST     CLASS II
 KG0471
 KG0471.The horizontal coordinates were established by classical geodetic methods
 KG0471.and adjusted by the National Geodetic Survey in October 1998..
 KG0471
 KG0471.The orthometric height was determined by differential leveling
 KG0471.and adjusted by the National Geodetic Survey in June 1991..
 KG0471
 KG0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0471
 KG0471.The geoid height was determined by GEOID03.
 KG0471
 KG0471.The dynamic height is computed by dividing the NAVD 88
 KG0471.geopotential number by the normal gravity value computed on the
 KG0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0471.degrees latitude (g = 980.6199 gals.).
 KG0471
 KG0471.The modeled gravity was interpolated from observed gravity values.
 KG0471
 KG0471;                    North         East     Units Scale Factor Converg.
 KG0471;SPC KS N     -    96,758.549   239,610.150   MT  0.99995741   -1 10 29.1
 KG0471;UTM  14      - 4,338,225.585   426,015.209   MT  0.99966740   -0 32 28.9
 KG0471
 KG0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0471!SPC KS N     -   0.99988907  x   0.99995741  =   0.99984648
 KG0471!UTM  14      -   0.99988907  x   0.99966740  =   0.99955651
 KG0471
 KG0471:                Primary Azimuth Mark                     Grid Az
 KG0471:SPC KS N     -  PETER AZ MK                              088 45 01.2
 KG0471:UTM  14      -  PETER AZ MK                              088 07 01.0
 KG0471
 KG0471|---------------------------------------------------------------------|
 KG0471| PID    Reference Object                     Distance      Geod. Az  |
 KG0471|                                                           dddmmss.s |
 KG0471| CN9448 PETER AZ MK                                        0873432.1 |
 KG0471| CN9449 PETER RM 1                           12.991 METERS 09435     |
 KG0471| KG0782 WAKEENEY MUNICIPAL TANK             APPROX.18.3 KM 1872108.2 |
 KG0471| CN9450 PETER RM 2                           18.405 METERS 35944     |
 KG0471|---------------------------------------------------------------------|
 KG0471
 KG0471                          SUPERSEDED SURVEY CONTROL
 KG0471
 KG0471  NAD 83(1986)-  39 11 24.47964(N)    099 51 24.12275(W) AD(       ) 2
 KG0471  NAD 27      -  39 11 24.45700(N)    099 51 22.68600(W) AD(       ) 2
 KG0471  NGVD 29 (02/14/92)  732.421  (m)         2402.95   (f) ADJUSTED    1 2
 KG0471
 KG0471.Superseded values are not recommended for survey control.
 KG0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0471.See file dsdata.txt to determine how the superseded data were derived.
 KG0471
 KG0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2601538226(NAD 83)
 KG0471_MARKER: DS = TRIANGULATION STATION DISK
 KG0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0471_SP_SET: CONCRETE POST
 KG0471_STAMPING: PETER 1950
 KG0471_MARK LOGO: CGS   
 KG0471_PROJECTION: FLUSH
 KG0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0471+STABILITY: SURFACE MOTION
 KG0471
 KG0471  HISTORY     - Date     Condition        Report By
 KG0471  HISTORY     - 1950     MONUMENTED       CGS
 KG0471  HISTORY     - 1963     GOOD             CGS
 KG0471  HISTORY     - 1977     GOOD             NGS
 KG0471  HISTORY     - 1986     GOOD             NGS
 KG0471  HISTORY     - 20060512 GOOD             GEOCAC
 KG0471
 KG0471                          STATION DESCRIPTION
 KG0471
 KG0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0471'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF AN EAST-WEST
 KG0471'GRAVELED ROAD, ABOUT 13 MILES SOUTH OF HILL CITY AND ABOUT 11
 KG0471'MILES NORTH OF WAKEENEY.  IT IS SITUATED 6 FEET NORTHEAST OF THE
 KG0471'PRAIRIE HOME CEMETERY GATE, 4.5 FEET NORTHWEST OF A WITNESS POST,
 KG0471'AND 24 FEET SOUTH FROM THE CENTER OF THE ROAD.  IT IS STAMPED
 KG0471'PETER 1950 AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 KG0471'
 KG0471'REFERENCE MARK NO. 1 IS SET JUST NORTH OF THE CEMETERY FENCE
 KG0471'AND 29 FEET SOUTH FROM THE CENTER OF THE ROAD.  IT IS STAMPED
 KG0471'PETER NO 1 1950 AND PROJECTS 4 INCHES.
 KG0471'
 KG0471'REFERENCE MARK NO. 2 IS LOCATED 150 FEET SOUTH OF A FRAME CHURCH
 KG0471'AND 36 FEET NORTH FROM THE CENTER OF THE ROAD.  IT IS STAMPED
 KG0471'PETER NO 2 1950 AND IS SET FLUSH WITH THE GROUND.
 KG0471'
 KG0471'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND 2 IS 76.8 FEET.
 KG0471'
 KG0471'THE AZIMUTH MARK IS LOCATED 30 FEET NORTH FROM THE CENTER OF THE
 KG0471'ROAD AND 1.5 FEET WEST OF A WITNESS POST.  IT IS STAMPED PETER
 KG0471'1950 AND PROJECTS 6 INCHES.
 KG0471'
 KG0471'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND
 KG0471'283 IN HILL CITY GO SOUTH ON U.S. HIGHWAY 283 FOR 12.6 MILES TO A
 KG0471'CROSSROAD AND A SCHOOL HOUSE ON THE LEFT.  TURN LEFT AND GO
 KG0471'EAST ON A GRAVELED ROAD FOR 0.5 MILE TO THE CHURCH ON THE LEFT
 KG0471'AND THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE EAST FOR
 KG0471'0.25 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KG0471
 KG0471                          STATION RECOVERY (1963)
 KG0471
 KG0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KG0471'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KG0471'IN GOOD CONDITION.  THE STATION MARK IS 81 FEET SOUTHEAST OF A
 KG0471'POWER POLE WITH A TRANSFORMER.  REFERENCE MARK NO. 2 IS NORTH OF
 KG0471'THE STATION AS DESCRIBED, 56 FEET EAST OF A POWER POLE WITH
 KG0471'TRANSFORMER, 12 FEET EAST OF THE CENTER OF DRIVEWAY, AND FLUSH
 KG0471'WITH THE GROUND.
 KG0471
 KG0471                          STATION RECOVERY (1977)
 KG0471
 KG0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KG0471'THIS STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 KG0471'THE PREVIOUS DESCRIPTIONS ARE ADEQUATE FOR RECOVERY OF THE MARKS.
 KG0471'
 KG0471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.0 MILES NORTH
 KG0471'OF WAKEENEY.
 KG0471
 KG0471                          STATION RECOVERY (1986)
 KG0471
 KG0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0471'18.8 KM (11.7 MI) NORTH FROM WAKEENEY.
 KG0471'18.10 KM (11.31 MI) NORTH ALONG US HIGHWAY 283 FROM THE HIGH SCHOOL AT
 KG0471'WAKEENEY, THENCE 0.78 KM (0.49 MI) EAST ALONG A DIRT ROAD, AT THE EAST
 KG0471'END OF THE MAIN EAST GATE OF THE PRAIRIE HOME CEMETERY, 7.3 METERS
 KG0471'(24 FT) SOUTH OF THE CENTER OF THE ROAD, 1.8 METERS (6 FT) NORTHEAST
 KG0471'OF THE EAST END OF THE MAIN EAST GATE TO THE CEMETERY, 7.3 METERS
 KG0471'(24 FT) SOUTH OF THE CENTER OF THE ROAD AND 1.2 METERS (4 FT) NORTH OF
 KG0471'THE FENCE.
 KG0471'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KG0471
 KG0471                          STATION RECOVERY (2006)
 KG0471
 KG0471'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0471'FOUND THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK IN GOOD
 KG0471'CONDITION.  THE AZIMUTH MARK IS 0.29 MILES EAST OF THE STATION AND AT
 KG0471'HANDHELD COORDINATES N39-11-25.08 W099-51-04.80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0837 ***********************************************************************
 JG0837  DESIGNATION -  PFIEFER HOLY CROSS CATHOLIC CH
 JG0837  PID         -  JG0837
 JG0837  STATE/COUNTY-  KS/ELLIS
 JG0837  USGS QUAD   -  PFEIFER (1969)
 JG0837
 JG0837                         *CURRENT SURVEY CONTROL
 JG0837  ___________________________________________________________________
 JG0837* NAD 83(1997)-  38 42 30.50260(N)    099 09 55.25342(W)     ADJUSTED  
 JG0837* NAVD 88     -                                                        
 JG0837  ___________________________________________________________________
 JG0837  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 JG0837  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0837
 JG0837  HORZ ORDER  -  THIRD
 JG0837
 JG0837.The horizontal coordinates were established by classical geodetic methods
 JG0837.and adjusted by the National Geodetic Survey in October 1998..
 JG0837
 JG0837
 JG0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0837
 JG0837.The geoid height was determined by GEOID03.
 JG0837
 JG0837;                    North         East     Units Scale Factor Converg.
 JG0837;SPC KS N     -    42,296.716   298,639.800   MT  1.00000133   -0 44 14.4
 JG0837;SPC KS S     -   626,827.011   342,126.204   MT  1.00003113   -0 24 32.0
 JG0837;UTM  14      - 4,284,439.295   485,623.640   MT  0.99960255   -0 06 12.2
 JG0837
 JG0837                          SUPERSEDED SURVEY CONTROL
 JG0837
 JG0837  NAD 83(1986)-  38 42 30.51069(N)    099 09 55.25233(W) AD(       ) 4
 JG0837  NAD 27      -  38 42 30.46500(N)    099 09 53.90900(W) AD(       ) 3
 JG0837
 JG0837.Superseded values are not recommended for survey control.
 JG0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0837.See file dsdata.txt to determine how the superseded data were derived.
 JG0837
 JG0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH8562484439(NAD 83)
 JG0837_MARKER: 90 = CHURCH SPIRE
 JG0837
 JG0837  HISTORY     - Date     Condition        Report By
 JG0837  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0837
 JG0837                          STATION DESCRIPTION
 JG0837
 JG0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0837'THE STATION IS IN THE VILLAGE OF PFIEFER.  IT IS A YELLOW STONE
 JG0837'BUILDING WITH A RED ROOF AND A RED SPIRE ON THE WEST END OF THE
 JG0837'BUILDING.  THE SPIRE IS APPROXIMATLY 100 FEET HIGH.
 JG0837'
 JG0837'THE POINT INTERSECTED WAS THE APEX OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0714 ***********************************************************************
 JH0714  DESIGNATION -  PHEASANT
 JH0714  PID         -  JH0714
 JH0714  STATE/COUNTY-  KS/FINNEY
 JH0714  USGS QUAD   -  EMINENCE CEMETERY (1974)
 JH0714
 JH0714                         *CURRENT SURVEY CONTROL
 JH0714  ___________________________________________________________________
 JH0714* NAD 83(1997)-  38 13 13.82796(N)    100 34 24.53935(W)     ADJUSTED  
 JH0714* NAVD 88     -       847.     (meters)    2779.     (feet)  SCALED    
 JH0714  ___________________________________________________________________
 JH0714  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 JH0714  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 JH0714
 JH0714  HORZ ORDER  -  SECOND
 JH0714
 JH0714.The horizontal coordinates were established by classical geodetic methods
 JH0714.and adjusted by the National Geodetic Survey in October 1998..
 JH0714
 JH0714.The orthometric height was scaled from a topographic map.
 JH0714
 JH0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0714
 JH0714.The geoid height was determined by GEOID03.
 JH0714
 JH0714;                    North         East     Units Scale Factor Converg.
 JH0714;SPC KS S     -   574,473.471   218,451.618   MT  0.99994985   -1 16 27.2
 JH0714;UTM  14      - 4,231,451.568   362,262.965   MT  0.99983365   -0 58 25.1
 JH0714
 JH0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0714!SPC KS S     -   0.99987104  x   0.99994985  =   0.99982090
 JH0714!UTM  14      -   0.99987104  x   0.99983365  =   0.99970471
 JH0714
 JH0714|---------------------------------------------------------------------|
 JH0714| PID    Reference Object                     Distance      Geod. Az  |
 JH0714|                                                           dddmmss.s |
 JH0714| CL3742 PHEASANT RM 1                        15.538 METERS 00044     |
 JH0714| JH0707 BIN                                 APPROX. 5.6 KM 0444941.5 |
 JH0714| CL3743 PHEASANT RM 2                        17.221 METERS 17843     |
 JH0714|---------------------------------------------------------------------|
 JH0714
 JH0714                          SUPERSEDED SURVEY CONTROL
 JH0714
 JH0714  NAD 83(1997)-  38 13 13.83204(N)    100 34 24.53852(W) AD(       ) 2
 JH0714  NAD 83(1986)-  38 13 13.83222(N)    100 34 24.53842(W) AD(       ) 2
 JH0714  NAD 27      -  38 13 13.75994(N)    100 34 23.00891(W) AD(       ) 2
 JH0714
 JH0714.Superseded values are not recommended for survey control.
 JH0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0714.See file dsdata.txt to determine how the superseded data were derived.
 JH0714
 JH0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH6226331452(NAD 83)
 JH0714_MARKER: DS = TRIANGULATION STATION DISK
 JH0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0714
 JH0714  HISTORY     - Date     Condition        Report By
 JH0714  HISTORY     - 1963     MONUMENTED       CGS
 JH0714
 JH0714                          STATION DESCRIPTION
 JH0714
 JH0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0714'THE STATION IS 17-3/4 MILES WEST AND 11 MILES NORTH OF KALVESTA, IN
 JH0714'THE SOUTHWEST CORNER OF SECTION 13, T 21 S, R 30 W, AND ON THE EAST
 JH0714'RIGHT-OF-WAY OF A GRAVEL ROAD.
 JH0714'
 JH0714'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JH0714'HIGHWAY 23 IN CIMARRON, GO NORTH ON STATE HIGHWAY 23 FOR 17.3 MILES
 JH0714'TO THE JUNCTION OF U.S. HIGHWAY 156.  TURN LEFT AND GO WEST ON
 JH0714'HIGHWAYS 156 AND 23 FOR 5.85 MILES TO WHERE STATE HIGHWAY 23 TURNS
 JH0714'RIGHT AND GOES NORTH.  CONTINUE WEST ON U.S. HIGHWAY 156 FOR 4.9
 JH0714'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR
 JH0714'9.75 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE NORTH ON THE
 JH0714'GRAVEL ROAD FOR 1.75 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 JH0714'NORTH ON THE GRAVEL ROAD FOR 123 FEET TO THE STATION ON THE
 JH0714'RIGHT.
 JH0714'
 JH0714'STATION MARKS ARE STANDARD DISKS STAMPED PHEASANT 1963.  THE SURFACE
 JH0714'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 JH0714'IS 31 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 3 FEET SOUTHWEST
 JH0714'OF A METAL WITNESS POST, AND 2.5 FEET WEST OF A FENCE.  THE
 JH0714'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 JH0714'INCHES BELOW THE SURFACE OF THE GROUND.
 JH0714'
 JH0714'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PHEASANT NO 1 1963, IS
 JH0714'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 33
 JH0714'FEET EAST OF THE CENTER OF THE GRAVEL ROAD AND 1.5 FEET WEST OF THE
 JH0714'FENCE.
 JH0714'
 JH0714'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PHEASANT NO 2 1963, IS
 JH0714'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 40
 JH0714'FEET NORTH OF A CORNER FENCE POST, 33 FEET EAST OF THE CENTER OF THE
 JH0714'GRAVEL ROAD, AND 2.5 FEET WEST OF THE FENCE.
 JH0714'
 JH0714'NOTE--REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION.
 JH0714'STATION BIN CAN BE USED AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1418 ***********************************************************************
 JF1418  DESIGNATION -  PHENIS
 JF1418  PID         -  JF1418
 JF1418  STATE/COUNTY-  KS/LYON
 JF1418  USGS QUAD   -  PHENIS CREEK (1973)
 JF1418
 JF1418                         *CURRENT SURVEY CONTROL
 JF1418  ___________________________________________________________________
 JF1418* NAD 83(1997)-  38 17 30.55619(N)    096 18 21.25113(W)     ADJUSTED  
 JF1418* NAVD 88     -       434.     (meters)    1424.     (feet)  SCALED    
 JF1418  ___________________________________________________________________
 JF1418  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 JF1418  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JF1418
 JF1418  HORZ ORDER  -  FIRST
 JF1418
 JF1418.The horizontal coordinates were established by classical geodetic methods
 JF1418.and adjusted by the National Geodetic Survey in October 1998..
 JF1418
 JF1418.The orthometric height was scaled from a topographic map.
 JF1418
 JF1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1418
 JF1418.The geoid height was determined by GEOID03.
 JF1418
 JF1418;                    North         East     Units Scale Factor Converg.
 JF1418;SPC KS S     -   582,628.481   591,920.832   MT  0.99995719   +1 20 54.0
 JF1418;UTM  14      - 4,241,627.996   735,614.466   MT  1.00028374   +1 40 12.8
 JF1418
 JF1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1418!SPC KS S     -   0.99993664  x   0.99995719  =   0.99989383
 JF1418!UTM  14      -   0.99993664  x   1.00028374  =   1.00022036
 JF1418
 JF1418|---------------------------------------------------------------------|
 JF1418| PID    Reference Object                     Distance      Geod. Az  |
 JF1418|                                                           dddmmss.s |
 JF1418| CL5976 PHENIS RM 1                           7.733 METERS 02601     |
 JF1418| CL5975 PHENIS AZ MK                                       0401320.6 |
 JF1418| JF1377 VORTAC OLPE EMP                     APPROX.14.7 KM 0901424.3 |
 JF1418| JF1373 OLPE P E PIPELINE CO TANK           APPROX. 9.9 KM 0910848.0 |
 JF1418| JF1374 PANHANDLE E PIPELINE CO MAST        APPROX. 7.8 KM 0915921.2 |
 JF1418| JF1372 OLPE ST JOSEPH CATH CH DOME         APPROX.12.7 KM 1042641.4 |
 JF1418| CL5977 PHENIS RM 2                           9.859 METERS 12426     |
 JF1418| JF1411 MATFIELD GREEN MICROWAVE TOWER      APPROX.20.0 KM 2151052.5 |
 JF1418| JF1416 BLOODY CREEK MICROWAVE MAST         APPROX. 6.2 KM 2503715.5 |
 JF1418|---------------------------------------------------------------------|
 JF1418
 JF1418                          SUPERSEDED SURVEY CONTROL
 JF1418
 JF1418  NAD 83(1986)-  38 17 30.56529(N)    096 18 21.25361(W) AD(       ) 1
 JF1418  NAD 27      -  38 17 30.50858(N)    096 18 20.25642(W) AD(       ) 1
 JF1418
 JF1418.Superseded values are not recommended for survey control.
 JF1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1418.See file dsdata.txt to determine how the superseded data were derived.
 JF1418
 JF1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH3561441628(NAD 83)
 JF1418_MARKER: DS = TRIANGULATION STATION DISK
 JF1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1418
 JF1418  HISTORY     - Date     Condition        Report By
 JF1418  HISTORY     - 1956     MONUMENTED       CGS
 JF1418  HISTORY     - 1968     GOOD             CGS
 JF1418
 JF1418                          STATION DESCRIPTION
 JF1418
 JF1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1418'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF COTTONWOOD
 JF1418'FALLS, 10.5 MILES SOUTHWEST OF EMPORIA AND 8 MILES WEST-NORTHWEST
 JF1418'OF OLPE, ON THE HIGHEST POINT OF A HIGH HILL, IN A PASTURE
 JF1418'AND ON LAND OWNED BY MR. S.F. WENDLING.  IT IS 5 FEET EAST OF A
 JF1418'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JF1418'PHENIS 1956.
 JF1418'
 JF1418'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S
 JF1418'AND STATE HIGHWAY 99 (6TH AVENUE AND COMMERCIAL STREET) IN
 JF1418'EMPORIA, GO SOUTH ON STATE HIGHWAY 99 FOR 6.1 MILES TO A
 JF1418'CROSSROAD.  TURN RIGHT AND GO WEST ON GRAVELED ROAD FOR 5.5
 JF1418'MILES TO A CROSSROAD AND A SCHOOL HOUSE IN THE SOUTHEAST ANGLE.
 JF1418'TURN LEFT AND GO SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO A
 JF1418'T-ROAD INTERSECTION.  TURN RIGHT AND GO WEST ON SECTION LINE
 JF1418'ROAD FOR 1.0 MILE TO THE END OF THE ROAD.  TURN LEFT AND GO
 JF1418'SOUTH ON A SECTION LINE LANE ROAD FOR 0.45 MILE TO THE
 JF1418'AZIMUTH MARK ON THE RIGHT SIDE OF ROAD.  CONTINUE SOUTH ON
 JF1418'SECTION LINE ROAD FOR 0.05 MILE TO A WIRE GATE IN FENCE LINE
 JF1418'ON THE RIGHT AT A FENCE LINE INTERSECTION.  TURN RIGHT THROUGH
 JF1418'GATE AND GO SOUTHWEST ACROSS PASTURE FOR 0.45 MILE TO THE
 JF1418'HIGHEST POINT AND STATION AS DESCRIBED.
 JF1418'
 JF1418'REFERENCE MARK 1 IS 29 FEET NORTHEAST OF THE WHITE WITNESS POST.
 JF1418'THE MARK IS FLUSH AND THE DISK IS STAMPED PHENIS NO 1 1956.
 JF1418'
 JF1418'REFERENCE MARK 2 IS 36 FEET SOUTHEAST OF THE WHITE WITNESS POST.
 JF1418'THE MARK IS FLUSH AND THE DISK IS STAMPED PHENIS NO 2 1956.
 JF1418'
 JF1418'THE AZIMUTH MARK IS 19 FEET WEST OF THE CENTERLINE OF THE
 JF1418'NORTH-SOUTH SECTION LINE ROAD, 2 FEET NORTH OF A WHITE WITNESS
 JF1418'POST AND 1.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK
 JF1418'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED PHENIS 1956.
 JF1418'
 JF1418'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1418
 JF1418                          STATION RECOVERY (1968)
 JF1418
 JF1418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1418'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1418'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1418'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1418'RECOVERY.
 JF1418'
 JF1418'A METAL WITNESS POST WAS SET 1.5 FEET SOUTH OF THE AZIMUTH MARK.
 JF1418'
 JF1418'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 8
 JF1418'MILES WEST-NORTHWEST OF OLPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0552 ***********************************************************************
 KG0552  DESIGNATION -  PHG A
 KG0552  PID         -  KG0552
 KG0552  STATE/COUNTY-  KS/PHILLIPS
 KG0552  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0552
 KG0552                         *CURRENT SURVEY CONTROL
 KG0552  ___________________________________________________________________
 KG0552* NAD 83(1997)-  39 44 10.59999(N)    099 19 06.85171(W)     ADJUSTED  
 KG0552* NAVD 88     -       578.640  (meters)    1898.42   (feet)  ADJUSTED  
 KG0552  ___________________________________________________________________
 KG0552  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 KG0552  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 KG0552  DYNAMIC HT  -         578.267 (meters)    1897.20  (feet)  COMP
 KG0552  MODELED GRAV-     979,964.2   (mgal)                       NAVD 88
 KG0552
 KG0552  HORZ ORDER  -  THIRD
 KG0552  VERT ORDER  -  THIRD
 KG0552
 KG0552.This mark is at Phillipsburg Municipal Airport (PHG)
 KG0552
 KG0552.The horizontal coordinates were established by classical geodetic methods
 KG0552.and adjusted by the National Geodetic Survey in October 1998..
 KG0552
 KG0552.The orthometric height was determined by differential leveling
 KG0552.and adjusted by the National Geodetic Survey in June 1991..
 KG0552
 KG0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0552
 KG0552.The geoid height was determined by GEOID03.
 KG0552
 KG0552.The dynamic height is computed by dividing the NAVD 88
 KG0552.geopotential number by the normal gravity value computed on the
 KG0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0552.degrees latitude (g = 980.6199 gals.).
 KG0552
 KG0552.The modeled gravity was interpolated from observed gravity values.
 KG0552
 KG0552;                    North         East     Units Scale Factor Converg.
 KG0552;SPC KS N     -   156,570.631   286,975.082   MT  0.99999270   -0 50 03.4
 KG0552;UTM  14      - 4,398,535.811   472,702.619   MT  0.99960917   -0 12 13.1
 KG0552
 KG0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0552!SPC KS N     -   0.99991322  x   0.99999270  =   0.99990592
 KG0552!UTM  14      -   0.99991322  x   0.99960917  =   0.99952242
 KG0552
 KG0552|---------------------------------------------------------------------|
 KG0552| PID    Reference Object                     Distance      Geod. Az  |
 KG0552|                                                           dddmmss.s |
 KG0552| KG0848 GE 01                                59.953 METERS 00349     |
 KG0552| KG0729 PHILLIPSBURG K N NATL GAS TWR       APPROX. 4.1 KM 0122017.8 |
 KG0552| KG0551 PHILLAIRPORT                        APPROX. 0.6 KM 3592226.7 |
 KG0552|---------------------------------------------------------------------|
 KG0552
 KG0552                          SUPERSEDED SURVEY CONTROL
 KG0552
 KG0552  NAD 83(1997)-  39 44 10.60345(N)    099 19 06.85277(W) AD(       ) 3
 KG0552  NAD 83(1986)-  39 44 10.60693(N)    099 19 06.85256(W) AD(       ) 3
 KG0552  NAD 27      -  39 44 10.57335(N)    099 19 05.50684(W) AD(       ) 3
 KG0552  NGVD 29 (12/08/88)  578.41   (m)         1897.7    (f) LEVELING    3  
 KG0552
 KG0552.Superseded values are not recommended for survey control.
 KG0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0552.See file dsdata.txt to determine how the superseded data were derived.
 KG0552
 KG0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7270398536(NAD 83)
 KG0552_MARKER: DD = SURVEY DISK
 KG0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0552_SP_SET: CONCRETE POST
 KG0552_STAMPING: PHG 1987
 KG0552_MARK LOGO: NOSAMC
 KG0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0552+STABILITY: SURFACE MOTION
 KG0552
 KG0552  HISTORY     - Date     Condition        Report By
 KG0552  HISTORY     - 1987     MONUMENTED       NOS
 KG0552  HISTORY     - 1987     GOOD             NOS
 KG0552
 KG0552                          STATION DESCRIPTION
 KG0552
 KG0552'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 KG0552'THE STATION IS LOCATED AT THE PHILLIPSBURG MUNICIPAL AIRPORT NEAR
 KG0552'THE WINDSOCK.
 KG0552'
 KG0552'SEE AIRPORT MANAGER.
 KG0552'
 KG0552'THE STATION IS A STANDARD NGS DISK
 KG0552'STAMPED---PHG A 1987---,
 KG0552'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KG0552'2.5 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KG0552'68.89 METERS (226.0 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY 3-21
 KG0552'55.96 METERS (183.6 FT) WEST FROM THE WEST EDGE OF RUNWAY 13-31
 KG0552'13.56 METERS (44.5 FT) EAST FROM THE WINDSOCK POLE
 KG0552'1.68 METERS (5.5 FT) WEST FROM THE NORTHWEST EDGE OF A RED AND
 KG0552'WHITE WOOD BOUNDARY MARKER AROUND THE WINDSOCK.
 KG0552'
 KG0552'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KG0552'
 KG0552'DESCRIBED BY JDS.
 KG0552
 KG0552                          STATION RECOVERY (1987)
 KG0552
 KG0552'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KG0552'1.6 KM (1.00 MI) SOUTH FROM PHILLIPSBURG.
 KG0552'THE STATION IS A STANDARD NOS DISK SET INTO THE TOP OF A 10 INCH
 KG0552'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS LOCATED AT
 KG0552'THE PHILLIPSBURG MUNICIPAL AIRPORT 226 FEET SOUTH OF THE SOUTH EDGE
 KG0552'OF RUNWAY 3-21, 183.6 FEET WEST OF THE WEST EDGE OF RUNWAY 13-31, AND
 KG0552'44.5 FEET EAST OF THE WINDSOCK POLE.  CONTACT THE AIRPORT MANAGER
 KG0552'PRIOR TO ENTERING THE AIRPORT PROPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0551 ***********************************************************************
 KG0551  DESIGNATION -  PHILLAIRPORT
 KG0551  PID         -  KG0551
 KG0551  STATE/COUNTY-  KS/PHILLIPS
 KG0551  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0551
 KG0551                         *CURRENT SURVEY CONTROL
 KG0551  ___________________________________________________________________
 KG0551* NAD 83(1997)-  39 44 28.72042(N)    099 19 07.10813(W)     ADJUSTED  
 KG0551* NAVD 88     -       580.663  (meters)    1905.06   (feet)  ADJUSTED  
 KG0551  ___________________________________________________________________
 KG0551  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KG0551  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 KG0551  DYNAMIC HT  -         580.289 (meters)    1903.83  (feet)  COMP
 KG0551  MODELED GRAV-     979,964.4   (mgal)                       NAVD 88
 KG0551
 KG0551  HORZ ORDER  -  THIRD
 KG0551  VERT ORDER  -  THIRD
 KG0551
 KG0551.This mark is at Phillipsburg Municipal Airport (PHG)
 KG0551
 KG0551.The horizontal coordinates were established by classical geodetic methods
 KG0551.and adjusted by the National Geodetic Survey in October 1998..
 KG0551
 KG0551.The orthometric height was determined by differential leveling
 KG0551.and adjusted by the National Geodetic Survey in June 1991..
 KG0551
 KG0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0551
 KG0551.The geoid height was determined by GEOID03.
 KG0551
 KG0551.The dynamic height is computed by dividing the NAVD 88
 KG0551.geopotential number by the normal gravity value computed on the
 KG0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0551.degrees latitude (g = 980.6199 gals.).
 KG0551
 KG0551.The modeled gravity was interpolated from observed gravity values.
 KG0551
 KG0551;                    North         East     Units Scale Factor Converg.
 KG0551;SPC KS N     -   157,129.519   286,977.115   MT  0.99999345   -0 50 03.6
 KG0551;UTM  14      - 4,399,094.473   472,698.502   MT  0.99960918   -0 12 13.4
 KG0551
 KG0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0551!SPC KS N     -   0.99991290  x   0.99999345  =   0.99990635
 KG0551!UTM  14      -   0.99991290  x   0.99960918  =   0.99952211
 KG0551
 KG0551:                Primary Azimuth Mark                     Grid Az
 KG0551:SPC KS N     -  PHILLIPSBURG K N NATL GAS TWR            015 10 56.1
 KG0551:UTM  14      -  PHILLIPSBURG K N NATL GAS TWR            014 33 05.9
 KG0551
 KG0551|---------------------------------------------------------------------|
 KG0551| PID    Reference Object                     Distance      Geod. Az  |
 KG0551|                                                           dddmmss.s |
 KG0551| KG0729 PHILLIPSBURG K N NATL GAS TWR       APPROX. 3.6 KM 0142052.5 |
 KG0551| KG0851 PHILLIPSBURG CATV MAST              APPROX. 2.9 KM 0221009.9 |
 KG0551| KG0850 PHILLAIRPORT AZ MK 2                APPROX. 0.8 KM 0890013.9 |
 KG0551| AI1661 PHILLAIRPORT AZ MK                                 0914218.9 |
 KG0551| KG0558 PHILLAIRPORT RM 3                    61.709 METERS 10251     |
 KG0551| KG0848 GE 01                               499.145 METERS 1785027.3 |
 KG0551| AI1662 PHILLAIRPORT RM 1                    12.150 METERS 17922     |
 KG0551| KG0552 PHG A                               APPROX. 0.6 KM 1792226.6 |
 KG0551| AI1663 PHILLAIRPORT RM 2                    28.696 METERS 26943     |
 KG0551| KG0730 PHILLIPSBURG MUN STANDPIPE          APPROX. 1.8 KM 3365616.2 |
 KG0551|---------------------------------------------------------------------|
 KG0551
 KG0551                          SUPERSEDED SURVEY CONTROL
 KG0551
 KG0551  NAD 83(1997)-  39 44 28.72387(N)    099 19 07.10920(W) AD(       ) 3
 KG0551  NAD 83(1986)-  39 44 28.72733(N)    099 19 07.10885(W) AD(       ) 3
 KG0551  NAD 27      -  39 44 28.69400(N)    099 19 05.76300(W) AD(       ) 3
 KG0551  NGVD 29 (12/08/88)  580.43   (m)         1904.3    (f) LEVELING    3  
 KG0551
 KG0551.Superseded values are not recommended for survey control.
 KG0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0551.See file dsdata.txt to determine how the superseded data were derived.
 KG0551
 KG0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7269999094(NAD 83)
 KG0551_MARKER: DS = TRIANGULATION STATION DISK
 KG0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0551_SP_SET: CONCRETE POST
 KG0551_STAMPING: PHILLAIRPORT 1950
 KG0551_MARK LOGO: CGS   
 KG0551_PROJECTION: RECESSED 10 CENTIMETERS
 KG0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0551+STABILITY: SURFACE MOTION
 KG0551
 KG0551  HISTORY     - Date     Condition        Report By
 KG0551  HISTORY     - 1950     MONUMENTED       CGS
 KG0551  HISTORY     - 19850627 GOOD             NGS
 KG0551  HISTORY     - 1987     GOOD             NOS
 KG0551  HISTORY     - 1987     GOOD             NOS
 KG0551
 KG0551                          STATION DESCRIPTION
 KG0551
 KG0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0551'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF THE CENTER OF
 KG0551'PHILLIPSBURG, AT THE NORTHWEST EDGE OF THE EAST LANDING FIELD OF
 KG0551'THE PHILLIPSBURG AIRPORT AND ON THE EAST RIGHT-OF-WAY OF A
 KG0551'NORTH-SOUTH GRAVELED ROAD.  IT IS 53 FEET EAST OF THE CENTER OF
 KG0551'A NORTH-SOUTH GRAVELED ROAD, 30 FEET SOUTH OF THE CENTER OF AN
 KG0551'EAST-WEST ROAD, 6 FEET NORTHWEST OF A WITNESS POST, 6 FEET
 KG0551'SOUTHWEST OF A CONCRETE CORNER POST AND 3.5 FEET WEST OF
 KG0551'NORTH-SOUTH FENCE LINE.  IT IS STAMPED PHILLAIRPORT 1950 AND
 KG0551'SET FLUSH WITH THE GROUND.
 KG0551'
 KG0551'REFERENCE MARK NO. 1 IS 53 FEET EAST OF THE CENTER OF A
 KG0551'NORTH-SOUTH GRAVELED ROAD AND 3.5 FEET WEST OF A NORTH-SOUTH
 KG0551'FENCE LINE.  IT IS STAMPED PHILLAIRPORT NO 1 1950 AND PROJECTS
 KG0551'2 INCHES.
 KG0551'
 KG0551'REFERENCE MARK NO. 2 IS 41 FEET WEST OF THE CENTER OF A
 KG0551'NORTH-SOUTH GRAVELED ROAD, 30 FEET SOUTH OF THE CENTER OF AN
 KG0551'EAST-WEST ROAD, 5 FEET SOUTH OF A POWERLINE POLE AND 1.5 FEET
 KG0551'EAST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED PHILLAIRPORT NO
 KG0551'2 1950 AND PROJECTS 4 INCHES.
 KG0551'
 KG0551'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 102.5 FEET.
 KG0551'
 KG0551'THE AZIMUTH MARK IS 91 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KG0551'ROAD, 39 FEET WEST OF THE CENTER OF U.S. HIGHWAY 183, 5 FEET
 KG0551'NORTH OF TELEPHONE POLE NO. L 26 AND 1.5 FEET NORTH OF A WITNESS
 KG0551'POST.  IT IS STAMPED PHILLAIRPORT 1950 AND PROJECTS 2 INCHES.
 KG0551'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.5 MILE
 KG0551'TO A CROSSROAD AND THE AZIMUTH MARK AS DESCRIBED.
 KG0551'
 KG0551'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE COURTHOUSE
 KG0551'SQUARE IN PHILLIPSBURG, GO EAST ON U.S. HIGHWAY 36 FOR 0.25 MILE
 KG0551'TO A STREET INTERSECTION, TURN RIGHT AND GO SOUTH FOR 1.0 MILE
 KG0551'TO A CROSSROAD AT THE NORTH EDGE OF THE PHILLIPSBURG AIRPORT AND
 KG0551'THE STATION ON THE LEFT AS DESCRIBED.
 KG0551
 KG0551                          STATION RECOVERY (1985)
 KG0551
 KG0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KG0551'THE SURFACE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 KG0551'RECOVERED.  REFERENCE MARK 2 WAS NOT FOUND AND IS PRESUMED DESTROYED.
 KG0551'THE AZIMUTH MARK WAS NO LONGER GROUND VISIBLE AND WAS IN A
 KG0551'CONSTRUCTION AREA FOR U.S HIGHWAY 183.  A REFERENCE MARK 3 AND AN
 KG0551'AZIMUTH MARK 2 HAVE BEEN ESTABLISHED.  THE DISTANCE TO REFERENCE MARK
 KG0551'1 AGREED WITH 1950 DATA BUT THE DIRECTION WAS 3 MINUTES, 51 SECONDS
 KG0551'SMALLER.  A POLARIS OBSERVATION WAS TAKEN TO THE NEW AZIMUTH MARK AND
 KG0551'A CHECK ANGLE OBTAINED TO A DISTANT LANDMARK.  THEREFORE, THE
 KG0551'UNDERGROUND MARK WAS NOT INSPECTED.  THE OLD AZIMUTH MARK IS
 KG0551'DESTROYED.  DUE TO THE ABOVEAND OTHER CHANGES, A NEW DESCRIPTION
 KG0551'FOLLOWS.  THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTH OF THE
 KG0551'PHILLIPS COUNTY COURTHOUSE IN PHILLIPSBURG, 0.8 KM (0.50 MI) WEST OF
 KG0551'U.S HIGHWAY 183, AT THE ENTRANCE TO THE PHILLIPSBURG MUNICIPAL AIRPORT
 KG0551'AND ON PROPERTY OWNED BY THE CITY OF PHILLIPSBURG.  CONTACT THE
 KG0551'AIRPORT MANAGER, PHILLIPSBURG MUNICIPAL AIRPORT, PHILLIPSBURG, KANSAS
 KG0551'67661. TO REACH THE STATION FROM THE COURTHOUSE IN PHILLIPSBURG, GO
 KG0551'EAST ON STATE STREET FOR 0.48 KM (0.30 MI) TO THE STREET.  TURN RIGHT
 KG0551'AND GO SOUTH ON 7TH STREET FOR 1.61 KM (1.00 MI) TO A CROSSROAD AT THE
 KG0551'ENTRANCE TO THE AIRPORT AND THE STATION ON THE LEFT.  THE STATION IS A
 KG0551'STANDARD CGS DISK STAMPED,---PHILLAIRPORT 1950---, SET INTO THE TOP OF
 KG0551'A SQUARE CONCRETE MONUMENT, 10 INCHES (26 CM) IN DIAMETER, RECESSED 4
 KG0551'INCHES, (10 CM) BELOW THE GROUND.  THE STATION IS LOCATED 16.15 METERS
 KG0551'(52.99 FT) EAST FROM THE CENTERLINE OF 7TH STREET, 9.1 METERS (29.9
 KG0551'FT) SOUTH FROM THE CENTERLINE OF THE EAST/WEST ROAD, 0.30 METERS (0.98
 KG0551'FT) WEST FROM A WITNESS POST.  REFERENCE MARK NO 1, IS A STANDARD CGS
 KG0551'DISK STAMPED,---PHILLAIRPORT NO 1 1950---, SET INTO THE TOP OF A
 KG0551'SQUARE CONCRETE MONUMENT, 10 INCHES (26 CM) IN DIAMETER, RECESSED 9
 KG0551'INCHES (23 CM) BELOW THE GROUND.  THE STATION IS LOCATED 21.3 METERS
 KG0551'(69.9 FT) SOUTH FROM THE EAST/WEST ROAD, 16.2 METERS (53.1 FT) EAST
 KG0551'FROM THE CENTERLINE OF 7TH STREETAND 0.3 METERS (1.0 FT) HIGHER THAN
 KG0551'THE STATION.  REFERENCE MARK NO 3 IS A STANDARD NGS DISK
 KG0551'STAMPED,---PHILLAIRPORT 1950 NO 3 1985---, CEMENTED INTO A DRILL HOLE
 KG0551'IN A CONCRETE LEDGE AT THE NORTHWEST CORNER OF MOST EASTERN AND
 KG0551'NORTHERN HANGAR AT THE AIRPORT, ALSO THE LARGEST SINGLE HANGAR.  THE
 KG0551'STATION IS LOCATED 0.15 METERS (0.49 FT) WEST FROM THE NORTHWEST
 KG0551'CORNER OF THE NORTHEASTERN MOST HANGAR. AZIMUTH MARK NO 2 IS A
 KG0551'STANDARD NGS DISK STAMPED,---PHILLAIRPORT 1950 NO 2 1985---, SET INTO
 KG0551'THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER,
 KG0551'PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 KG0551'46.4 METERS (152.2 FT) EAST FROM THE CENTERLINE OF U.S HIGHWAY 183,
 KG0551'8.4 METERS (27.6 FT) NORTH FROM THE CENTERLINE OF A GRAVELED ROAD,
 KG0551'0.91 METERS (2.99 FT) EAST NORTHEAST FROMN THE NORTHEAST CORNER OF A
 KG0551'GUARDRAIL FOR A GAS METER, 0.61 METERS (2.00 FT) WEST FROM A WITNESS
 KG0551'POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A PAVED
 KG0551'ROAD FOR 0.85 KM (0.50 MI) TO U.S HIGHWAY 183 AND THE AZIMUTH MARK IN
 KG0551'THE NORTHEAST ANGLE OF THE INTERSECTION.  THE DISTANCE BETWEEN THE
 KG0551'REFERENCE MARKS COULD NOT BE MEASURED DUE TO A LARGE PILE OF SAND.
 KG0551
 KG0551                          STATION RECOVERY (1987)
 KG0551
 KG0551'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KG0551'THE STATION WAS RECOVERED AT THIS DATE.
 KG0551'THE RMS AND AZIMUTH MARK ALSO RECOVERED IN GOOD CONDITION.
 KG0551'THE 1985 DESCRIPTION IS ADEQUATE.
 KG0551'
 KG0551'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 KG0551'
 KG0551'RECOVERED BY JDS.
 KG0551
 KG0551                          STATION RECOVERY (1987)
 KG0551
 KG0551'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KG0551'1.6 KM (1.00 MI) SOUTH FROM PHILLIPSBURG.
 KG0551'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE SOUTH OF THE TOWN OF
 KG0551'PHILLIPSBURG KANSAS AT THE NORTHWEST EDGE OF THE EAST LANDING FIELD
 KG0551'OF THE PHILLIPSBURG MUNICIPAL AIRPORT AND ON THE EAST SIDE OF A
 KG0551'NORTH-SOUTH GRAVELED ROAD.  IT IS 53 FEET EAST OF THE CENTER OF THE
 KG0551'NORTH-SOUTH GRAVELED ROAD, AND 3.5 FEET WSET FROM A NORTH-SOUTH FENCE
 KG0551'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0850 ***********************************************************************
 KG0850  DESIGNATION -  PHILLAIRPORT AZ MK 2
 KG0850  PID         -  KG0850
 KG0850  STATE/COUNTY-  KS/PHILLIPS
 KG0850  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0850
 KG0850                         *CURRENT SURVEY CONTROL
 KG0850  ___________________________________________________________________
 KG0850* NAD 83(1997)-  39 44 29.19006(N)    099 18 32.01171(W)     ADJUSTED  
 KG0850* NAVD 88     -       578.9    (meters)    1899.     (feet)  VERTCON   
 KG0850  ___________________________________________________________________
 KG0850  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 KG0850  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 KG0850
 KG0850  HORZ ORDER  -  THIRD
 KG0850
 KG0850.This mark is at Phillipsburg Municipal Airport (PHG)
 KG0850
 KG0850.The horizontal coordinates were established by classical geodetic methods
 KG0850.and adjusted by the National Geodetic Survey in October 1998..
 KG0850
 KG0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0850
 KG0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0850
 KG0850.The geoid height was determined by GEOID03.
 KG0850
 KG0850;                    North         East     Units Scale Factor Converg.
 KG0850;SPC KS N     -   157,131.879   287,812.869   MT  0.99999347   -0 49 41.4
 KG0850;UTM  14      - 4,399,106.027   473,533.858   MT  0.99960862   -0 11 50.9
 KG0850
 KG0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0850!SPC KS N     -   0.99991317  x   0.99999347  =   0.99990664
 KG0850!UTM  14      -   0.99991317  x   0.99960862  =   0.99952183
 KG0850
 KG0850:                Primary Azimuth Mark                     Grid Az
 KG0850:SPC KS N     -  PHILLIPSBURG K N NATL GAS TWR            001 40 16.0
 KG0850:UTM  14      -  PHILLIPSBURG K N NATL GAS TWR            001 02 25.5
 KG0850
 KG0850|---------------------------------------------------------------------|
 KG0850| PID    Reference Object                     Distance      Geod. Az  |
 KG0850|                                                           dddmmss.s |
 KG0850| KG0729 PHILLIPSBURG K N NATL GAS TWR       APPROX. 3.4 KM 0005034.6 |
 KG0850| KG0851 PHILLIPSBURG CATV MAST              APPROX. 2.7 KM 0054332.4 |
 KG0850| KG0551 PHILLAIRPORT                        APPROX. 0.8 KM 2690036.3 |
 KG0850|---------------------------------------------------------------------|
 KG0850
 KG0850                          SUPERSEDED SURVEY CONTROL
 KG0850
 KG0850  NAD 83(1997)-  39 44 29.19353(N)    099 18 32.01280(W) AD(       ) 3
 KG0850  NAD 83(1986)-  39 44 29.19683(N)    099 18 32.01241(W) AD(       ) 3
 KG0850  NGVD 29 (12/08/88)  578.7    (m)         1899.     (f) VERT ANG       
 KG0850
 KG0850.Superseded values are not recommended for survey control.
 KG0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0850.See file dsdata.txt to determine how the superseded data were derived.
 KG0850
 KG0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7353499106(NAD 83)
 KG0850_MARKER: DZ = AZIMUTH MARK DISK
 KG0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0850_STAMPING: PHILLAIRPORT 1950 NO 2 1985
 KG0850_MARK LOGO: NGS   
 KG0850_PROJECTION: PROJECTING 10 CENTIMETERS
 KG0850_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0850+STABILITY: SURFACE MOTION
 KG0850
 KG0850  HISTORY     - Date     Condition        Report By
 KG0850  HISTORY     - 1985     MONUMENTED       NGS
 KG0850  HISTORY     - UNK      SEE DESCRIPTION
 KG0850
 KG0850                          STATION DESCRIPTION
 KG0850
 KG0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (LN)
 KG0850'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF THE
 KG0850'COURTHOUSE IN PHILLIPSBURG, 1.6 KM (1.00 MI) SOUT OF THE EAST JUNCTION
 KG0850'OF U.S HIGHWAYS 36 AND 183, 0.8 KM (0.50 MI) EAST OF THE AIRPORT AND
 KG0850'ON HIGHWAY RIGHT-OF-WAY.  CONTACT THE AREA ENGINEER, KANSAS DEPARTMENT
 KG0850'OF TRANSPORTATION, POST OFFICE BOX 268, PHILLIPSBURG, KS 67661.  THE
 KG0850'KDOT OFFICE IS ABOUT 0.4 KM (0.25 MI) NORTH OF THE STATION.  TO REACH
 KG0850'THE STATION FROM THE JUNCTION OF U.S HIGHWAY 36 AND 183, ABOUT 1.2 KM
 KG0850'(0.75 MI) EAST OF THE COURTHOUSE IN PHILLIPSBURG, GO SOUTH ON U,S
 KG0850'HIGHWAY 183 FOR 1.61 KM (1.00 MI) TO A CROSSROAD THAT IS PAVED ON THE
 KG0850'RIGHT AND GRAVELED ON THE LEFT AND THE STATION ON THE LEFT, IN THE
 KG0850'NORTHEAST ANGLE OF THE INTERSECTION.  THE STATION IS A STANDARD NGS AZ
 KG0850'MK DISK STAMPED,---PHILLAIRPORT 1950 NO 2 1985---, SET INTO THE TOP OF
 KG0850'A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER,
 KG0850'PROJECTING, 4 INCHES (10 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 KG0850'46.6 METERS (152.9 FT) EAST FORM THE CENTERLINE OF THE HIGHWAY, 8.4
 KG0850'METERS (27.6 FT) NORTH FROM THE CENTERLINE OF THE GRAVELED ROAD, 0.91
 KG0850'METERS (2.99 FT) EAST NORTHEAST FROM THE NORTHEAST CORNER OF A
 KG0850'GUARDRAIL FOR A GAS METER, 0.61 METERS (2.00 FT) WEST FROM A WITNESS
 KG0850'POST.
 KG0850
 KG0850                          STATION RECOVERY (UNK )
 KG0850
 KG0850'RECOVERED UNK
 KG0850'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0558 ***********************************************************************
 KG0558  DESIGNATION -  PHILLAIRPORT RM 3
 KG0558  PID         -  KG0558
 KG0558  STATE/COUNTY-  KS/PHILLIPS
 KG0558  USGS QUAD   -  PHILLIPSBURG SOUTH (1972)
 KG0558
 KG0558                         *CURRENT SURVEY CONTROL
 KG0558  ___________________________________________________________________
 KG0558* NAD 83(1986)-  39 44 29.     (N)    099 19 07.     (W)     SCALED    
 KG0558* NAVD 88     -       580.676  (meters)    1905.10   (feet)  ADJUSTED  
 KG0558  ___________________________________________________________________
 KG0558  GEOID HEIGHT-         -25.42  (meters)                     GEOID03
 KG0558  DYNAMIC HT  -         580.303 (meters)    1903.88  (feet)  COMP
 KG0558  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 KG0558
 KG0558  VERT ORDER  -  THIRD
 KG0558
 KG0558.This mark is at Phillipsburg Municipal Airport (PHG)
 KG0558
 KG0558.The horizontal coordinates were scaled from a topographic map and have
 KG0558.an estimated accuracy of +/- 6 seconds.
 KG0558
 KG0558.The orthometric height was determined by differential leveling
 KG0558.and adjusted by the National Geodetic Survey in June 1991..
 KG0558
 KG0558.The geoid height was determined by GEOID03.
 KG0558
 KG0558.The dynamic height is computed by dividing the NAVD 88
 KG0558.geopotential number by the normal gravity value computed on the
 KG0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0558.degrees latitude (g = 980.6199 gals.).
 KG0558
 KG0558.The modeled gravity was interpolated from observed gravity values.
 KG0558
 KG0558;                    North         East    Units  Estimated Accuracy
 KG0558;SPC KS N     -   157,140.      286,980.      MT  (+/- 180 meters Scaled)
 KG0558
 KG0558                          SUPERSEDED SURVEY CONTROL
 KG0558
 KG0558.No superseded survey control is available for this station.
 KG0558
 KG0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ727991(NAD 83)
 KG0558_MARKER: DR = REFERENCE MARK DISK
 KG0558_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KG0558+WITH SETTING: PAVEMENT
 KG0558_SP_SET: CONCRETE POST
 KG0558_STAMPING: PHILLAIRPORT NO 3 1985
 KG0558_MARK LOGO: NGS   
 KG0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0558+STABILITY: SURFACE MOTION
 KG0558
 KG0558  HISTORY     - Date     Condition        Report By
 KG0558  HISTORY     - 1985     MONUMENTED       NGS
 KG0558  HISTORY     - 19850621 GOOD             NGS
 KG0558  HISTORY     - 1987     GOOD             NOS
 KG0558
 KG0558                          STATION DESCRIPTION
 KG0558
 KG0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KG0558'REFERENCE MARK 3 IS A STANDARD NGS DISK STAMPED--PHILLAIRPORT 1950--,
 KG0558'CEMENTED INTO A DRILLED HOLE IN A CONCRETE LEDGE AT THE NORTHWEST
 KG0558'CORNER OF MOST EASTERN AND NORTHERN HANGAR AT THE AIRPORT, ALSO THE
 KG0558'LARGEST SINGLE HANGAR.  LOCATED 0.15 METERS WEST FROM THE NORTHWEST
 KG0558'CORNER OF THE NORTHEASTERN MOST HANGAR.
 KG0558
 KG0558                          STATION RECOVERY (1987)
 KG0558
 KG0558'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KG0558'1.6 KM (1.00 MI) SOUTH FROM PHILLIPSBURG.
 KG0558'THE STATION IS A REFERENCE MARK CEMENTED INTO A DRILL HOLE IN A
 KG0558'CONCRETE LEDGE AT THE NORTHWEST CORNER OF MOST EASTERN AND NORTHERN
 KG0558'HANGAR AT THE PHILLIPSBURG MUNICIPAL AIRPORT.  IT IS STAMPED
 KG0558'PHILLAIRPORT A950 NO 3 1985.  CONTACT THE AIRPORT MANAGER PRIOR TO
 KG0558'ENTERING THE AIRPORT PROPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1165 ***********************************************************************
 HF1165  DESIGNATION -  PHILLIPS PETROLEM CO TANK
 HF1165  PID         -  HF1165
 HF1165  STATE/COUNTY-  KS/BUTLER
 HF1165  USGS QUAD   -  ROSALIA NE (1961)
 HF1165
 HF1165                         *CURRENT SURVEY CONTROL
 HF1165  ___________________________________________________________________
 HF1165* NAD 83(1997)-  37 58 26.34740(N)    096 37 18.02029(W)     ADJUSTED  
 HF1165* NAVD 88     -                                                        
 HF1165  ___________________________________________________________________
 HF1165  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 HF1165  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 HF1165
 HF1165  HORZ ORDER  -  THIRD
 HF1165
 HF1165.The horizontal coordinates were established by classical geodetic methods
 HF1165.and adjusted by the National Geodetic Survey in October 1998..
 HF1165
 HF1165
 HF1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1165
 HF1165.The geoid height was determined by GEOID03.
 HF1165
 HF1165;                    North         East     Units Scale Factor Converg.
 HF1165;SPC KS S     -   546,754.925   565,014.748   MT  0.99993640   +1 09 15.4
 HF1165;UTM  14      - 4,205,597.270   708,899.269   MT  1.00013750   +1 27 50.1
 HF1165
 HF1165                          SUPERSEDED SURVEY CONTROL
 HF1165
 HF1165  NAD 83(1997)-  37 58 26.35796(N)    096 37 18.01234(W) AD(       ) 4
 HF1165  NAD 83(1986)-  37 58 26.36077(N)    096 37 18.01750(W) AD(       ) 4
 HF1165  NAD 27      -  37 58 26.30004(N)    096 37 16.95546(W) AD(       ) 3
 HF1165
 HF1165.Superseded values are not recommended for survey control.
 HF1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1165.See file dsdata.txt to determine how the superseded data were derived.
 HF1165
 HF1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH0889905597(NAD 83)
 HF1165_MARKER: 53 = ELEVATED TANK
 HF1165
 HF1165  HISTORY     - Date     Condition        Report By
 HF1165  HISTORY     - 1935     FIRST OBSERVED   CGS
 HF1165
 HF1165                          STATION DESCRIPTION
 HF1165
 HF1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1165'POINT OBSERVED UPON WAS THE FINIAL OF THE SILVER WATER TANK
 HF1165'AT THE PHILLIPS PETROLEUM COMPANY PUMPING STATION, LOCATED
 HF1165'5 MILES SOUTH AND 1 MILE EAST OF THE TOWN OF CASSODAY.
 HF1165'
 HF1165'OBSERVED UPON FROM STATIONS MANKA AND CHASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0727 ***********************************************************************
 KG0727  DESIGNATION -  PHILLIPSBURG
 KG0727  PID         -  KG0727
 KG0727  STATE/COUNTY-  KS/PHILLIPS
 KG0727  USGS QUAD   -  PHILLIPSBURG NORTH (1973)
 KG0727
 KG0727                         *CURRENT SURVEY CONTROL
 KG0727  ___________________________________________________________________
 KG0727* NAD 83(1997)-  39 45 49.44469(N)    099 18 33.68864(W)     ADJUSTED  
 KG0727* NAVD 88     -       597.     (meters)    1959.     (feet)  SCALED    
 KG0727  ___________________________________________________________________
 KG0727  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KG0727  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 KG0727
 KG0727  HORZ ORDER  -  SECOND
 KG0727
 KG0727.The horizontal coordinates were established by classical geodetic methods
 KG0727.and adjusted by the National Geodetic Survey in October 1998..
 KG0727
 KG0727.The orthometric height was scaled from a topographic map.
 KG0727
 KG0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0727
 KG0727.The geoid height was determined by GEOID03.
 KG0727
 KG0727;                    North         East     Units Scale Factor Converg.
 KG0727;SPC KS N     -   159,607.369   287,808.734   MT  0.99999688   -0 49 42.4
 KG0727;UTM  14      - 4,401,580.365   473,502.490   MT  0.99960864   -0 11 52.3
 KG0727
 KG0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0727!SPC KS N     -   0.99991030  x   0.99999688  =   0.99990718
 KG0727!UTM  14      -   0.99991030  x   0.99960864  =   0.99951897
 KG0727
 KG0727:                Primary Azimuth Mark                     Grid Az
 KG0727:SPC KS N     -  PHILLIPSBURG K N NATL GAS TWR            006 08 43.7
 KG0727:UTM  14      -  PHILLIPSBURG K N NATL GAS TWR            005 30 53.6
 KG0727
 KG0727|---------------------------------------------------------------------|
 KG0727| PID    Reference Object                     Distance      Geod. Az  |
 KG0727|                                                           dddmmss.s |
 KG0727| KG0729 PHILLIPSBURG K N NATL GAS TWR       APPROX. 1.0 KM 0051901.3 |
 KG0727| AI1659 PHILLIPSBURG RM 1                    36.753 METERS 03243     |
 KG0727| KG0714 KIRWIN MUNICIPAL TANK               APPROX.18.3 KM 1232615.1 |
 KG0727| AI1660 PHILLIPSBURG RM 2                    62.871 METERS 16228     |
 KG0727| AI1658 PHILLIPSBURG AZ MK                                 1804523.9 |
 KG0727| KG0730 PHILLIPSBURG MUN STANDPIPE          APPROX. 1.7 KM 2414529.8 |
 KG0727| KG0728 PHILLIPSBURG COOP REFIN E STK       APPROX. 1.9 KM 2983424.9 |
 KG0727|---------------------------------------------------------------------|
 KG0727
 KG0727                          SUPERSEDED SURVEY CONTROL
 KG0727
 KG0727  NAD 83(1997)-  39 45 49.44792(N)    099 18 33.68989(W) AD(       ) 2
 KG0727  NAD 83(1986)-  39 45 49.45012(N)    099 18 33.69034(W) AD(       ) 2
 KG0727  NAD 27      -  39 45 49.41500(N)    099 18 32.34600(W) AD(       ) 2
 KG0727
 KG0727.Superseded values are not recommended for survey control.
 KG0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0727.See file dsdata.txt to determine how the superseded data were derived.
 KG0727
 KG0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK7350201580(NAD 83)
 KG0727_MARKER: DS = TRIANGULATION STATION DISK
 KG0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0727
 KG0727  HISTORY     - Date     Condition        Report By
 KG0727  HISTORY     - 1950     MONUMENTED       CGS
 KG0727  HISTORY     - 1962     GOOD             CGS
 KG0727
 KG0727                          STATION DESCRIPTION
 KG0727
 KG0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0727'THE STATION IS LOCATED ABOUT 1.0 MILE NORTHEAST OF THE COURTHOUSE
 KG0727'IN PHILLIPSBURG AND 0.3 MILE NORTH OF THE CHICAGO, ROCK ISLAND
 KG0727'AND PACIFIC RAILROAD IN THE EAST EDGE OF A CULTIVATED FIELD.  IT
 KG0727'IS 30 FEET WEST OF THE CENTER OF A ROAD, 18 FEET SOUTH OF THE
 KG0727'CENTER OF ENTRANCE TO FIELD AND 2.5 FEET NORTH OF A WITNESS POST.
 KG0727'IT IS STAMPED PHILLIPSBURG 1950 AND PROJECTS 2 INCHES.
 KG0727'
 KG0727'REFERENCE MARK NO. 1 IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 KG0727'27 FEET EAST OF THE CENTER OF ROAD AND 1 FOOT SOUTH OF A TELEPHONE
 KG0727'POLE.  IT IS STAMPED PHILLIPSBURG NO 1 1950 AND PROJECTS 4
 KG0727'INCHES.
 KG0727'
 KG0727'REFERENCE MARK NO. 2 IS IN THE WEST EDGE OF A CULTIVATED FIELD,
 KG0727'27 FEET EAST OF THE CENTER OF ROAD AND 1 FOOT NORTH OF A TELEPHONE
 KG0727'POLE.  IT IS STAMPED PHILLIPSBURG NO 2 1950 AND PROJECTS 4
 KG0727'INCHES.
 KG0727'
 KG0727'THE AZIMUTH MARK IS IN THE SOUTHEAST CORNER OF A FIELD, 69 FEET
 KG0727'NORTH OF THE CENTER OF U.S. HIGHWAY 36, 45 FEET WEST OF THE
 KG0727'CENTER OF A NORTH-SOUTH ROAD AND 1 FOOT EAST OF A WITNESS POST.
 KG0727'IT IS STAMPED PHILLIPSBURG 1950 AND PROJECTS 3 INCHES.
 KG0727'
 KG0727'BENCH MARK D 157 IS 15 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 KG0727'36.  IT IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN THE
 KG0727'SOUTH HEADWALL OF A CULVERT.  IT IS STAMPED D 157 1934.
 KG0727'
 KG0727'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURTHOUSE
 KG0727'SQUARE IN PHILLIPSBURG, GO EAST ON U.S. HIGHWAY 36 FOR 0.7 MILE
 KG0727'TO BENCH MARK D 157 ON RIGHT AS DESCRIBED, CONTINUE STRAIGHT
 KG0727'AHEAD FOR 0.05 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED AND
 KG0727'CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.5 MILE
 KG0727'TO STATION ON LEFT AS DESCRIBED.
 KG0727'
 KG0727'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KG0727
 KG0727                          STATION RECOVERY (1962)
 KG0727
 KG0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KG0727'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KG0727'GOOD CONDITION.  ROAD WORK ALONG U.S. HIGHWAY 36 WILL DISPLACE
 KG0727'THE AZIMUTH MARK, SO IT WAS DESTROYED AND THE AZIMUTH MARK WAS
 KG0727'RESET ON LINE TOWARD THE STATION, A DISTANCE OF 24 FEET FROM THE
 KG0727'OLD AZIMUTH MARK.  THE ORIGINAL DESCRIPTION IS ADEQUATE.  A
 KG0727'NEW STEEL WITNESS POST WAS PLACED 1 FOOT SOUTH OF THE STATION
 KG0727'MARK.  BENCH MARK D 157 WAS NOT RECOVERED AND SHOULD BE
 KG0727'CONSIDERED DESTROYED AS THE BRIDGE HAS BEEN REPLACED.
 KG0727'
 KG0727'AZIMUTH MARK (RESET) IS 0.5 MILE SOUTH OF THE STATION, 94 FEET
 KG0727'NORTH OF THE CENTER OF NEW U.S. HIGHWAY 36, 47 FEET WEST OF THE
 KG0727'CENTER OF A GRADED ROAD, AND 1 FOOT WEST OF A NEW STEEL WITNESS
 KG0727'POST.  THE MARK IS IN THE SOUTHEAST CORNER OF THE PHILLIPSBURG
 KG0727'GOLF COURSE, PROJECTS 6 INCHES, AND IS STAMPED PHILLIPSBURG
 KG0727'1950 RESET 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0851 ***********************************************************************
 KG0851  DESIGNATION -  PHILLIPSBURG CATV MAST
 KG0851  PID         -  KG0851
 KG0851  STATE/COUNTY-  KS/PHILLIPS
 KG0851  USGS QUAD   -  PHILLIPSBURG NORTH (1973)
 KG0851
 KG0851                         *CURRENT SURVEY CONTROL
 KG0851  ___________________________________________________________________
 KG0851* NAD 83(1997)-  39 45 56.72968(N)    099 18 20.63821(W)     ADJUSTED  
 KG0851* NAVD 88     -                                                        
 KG0851  ___________________________________________________________________
 KG0851  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 KG0851  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 KG0851
 KG0851  HORZ ORDER  -  THIRD
 KG0851
 KG0851.The horizontal coordinates were established by classical geodetic methods
 KG0851.and adjusted by the National Geodetic Survey in October 1998..
 KG0851
 KG0851
 KG0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0851
 KG0851.The geoid height was determined by GEOID03.
 KG0851
 KG0851;                    North         East     Units Scale Factor Converg.
 KG0851;SPC KS N     -   159,827.541   288,122.567   MT  0.99999720   -0 49 34.2
 KG0851;UTM  14      - 4,401,803.891   473,813.760   MT  0.99960844   -0 11 44.0
 KG0851
 KG0851                          SUPERSEDED SURVEY CONTROL
 KG0851
 KG0851  NAD 83(1997)-  39 45 56.73303(N)    099 18 20.63939(W) AD(       ) 4
 KG0851  NAD 83(1986)-  39 45 56.73630(N)    099 18 20.63822(W) AD(       ) 4
 KG0851
 KG0851.Superseded values are not recommended for survey control.
 KG0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0851.See file dsdata.txt to determine how the superseded data were derived.
 KG0851
 KG0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK7381401804(NAD 83)
 KG0851_MARKER: 42 = RADIO/TV MAST
 KG0851
 KG0851  HISTORY     - Date     Condition        Report By
 KG0851  HISTORY     - 1985     FIRST OBSERVED   NGS
 KG0851  HISTORY     - UNK      SEE DESCRIPTION
 KG0851  HISTORY     - 19850621 GOOD             NGS
 KG0851
 KG0851                          STATION DESCRIPTION
 KG0851
 KG0851'DESCRIBED UNK
 KG0851'RECOVERED AS DESCRIBED.
 KG0851
 KG0851                          STATION RECOVERY (1985)
 KG0851
 KG0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KG0851'STATION IS A TRIANGULAR STEEL, GUYED MAST THAT IS ALTERNATELY PAINTED
 KG0851'RED AND WHITE, LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF PHILLIPSBURG,
 KG0851'1.2 KM (0.75 MI) NORTH OF U.S HIGHWAY 36 AND 0.4 KM (0.25 MI) EAST OF
 KG0851'A GRAVELED ROAD.  TO REACH THE STATION FROM THE EAST JUNCTION OF U.S
 KG0851'HIGHWAY 36 AND 183, AT THE EAST EDGE OF PHILLIPSBURG, GO NORTH ON A
 KG0851'GRAVELED ROAD FOR 1.2 KM (0.75 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT
 KG0851'AND GO EAST ON A NARROW ROAD FOR 0.40 KM (0.25 MI) TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0728 ***********************************************************************
 KG0728  DESIGNATION -  PHILLIPSBURG COOP REFIN E STK
 KG0728  PID         -  KG0728
 KG0728  STATE/COUNTY-  KS/PHILLIPS
 KG0728  USGS QUAD   -  PHILLIPSBURG NORTH (1973)
 KG0728
 KG0728                         *CURRENT SURVEY CONTROL
 KG0728  ___________________________________________________________________
 KG0728* NAD 83(1997)-  39 46 18.68844(N)    099 19 43.28726(W)     ADJUSTED  
 KG0728* NAVD 88     -                                                        
 KG0728  ___________________________________________________________________
 KG0728  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 KG0728  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 KG0728
 KG0728  HORZ ORDER  -  THIRD
 KG0728
 KG0728.The horizontal coordinates were established by classical geodetic methods
 KG0728.and adjusted by the National Geodetic Survey in October 1998..
 KG0728
 KG0728
 KG0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0728
 KG0728.The geoid height was determined by GEOID03.
 KG0728
 KG0728;                    North         East     Units Scale Factor Converg.
 KG0728;SPC KS N     -   160,533.326   286,165.557   MT  0.99999816   -0 50 26.5
 KG0728;UTM  14      - 4,402,487.832   471,849.865   MT  0.99960976   -0 12 37.0
 KG0728
 KG0728                          SUPERSEDED SURVEY CONTROL
 KG0728
 KG0728  NAD 83(1997)-  39 46 18.69154(N)    099 19 43.28822(W) AD(       ) 4
 KG0728  NAD 83(1986)-  39 46 18.69349(N)    099 19 43.28852(W) AD(       ) 4
 KG0728  NAD 27      -  39 46 18.65800(N)    099 19 41.94000(W) AD(       ) 3
 KG0728
 KG0728.Superseded values are not recommended for survey control.
 KG0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0728.See file dsdata.txt to determine how the superseded data were derived.
 KG0728
 KG0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK7185002488(NAD 83)
 KG0728_MARKER: 63 = STACK
 KG0728
 KG0728  HISTORY     - Date     Condition        Report By
 KG0728  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0728
 KG0728                          STATION DESCRIPTION
 KG0728
 KG0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0728'THE STATION IS LOCATED AT THE NORTHWEST EDGE OF PHILLIPSBURG
 KG0728'ABOUT 200 FEET WEST OF THE CENTER OF U.S. HIGHWAY 183 AND 100 FEET
 KG0728'NORTH OF THE REFINERY OFFICE.  IT IS A GRAY CONCRETE STACK AND HAS
 KG0728'THE LETTERING CO-OP DONE IN RED ON THE NORTH AND SOUTH SIDES.  IT
 KG0728'IS THE TALLEST AND MOST EASTERLY OF THREE STACKS AND HAS AN
 KG0728'OVERALL HEIGHT OF ABOUT 100 FEET.  THE POINT OBSERVED UPON WAS THE
 KG0728'APEX OF THE STACK.
 KG0728'
 KG0728'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KG0728'U.S. HIGHWAY 183, JUST WEST OF THE BUSINESS DISTRICT IN
 KG0728'PHILLIPSBURG, GO NORTH ON U.S. HIGHWAY 183 FOR 1.2 MILES TO THE
 KG0728'STATION ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0729 ***********************************************************************
 KG0729  DESIGNATION -  PHILLIPSBURG K N NATL GAS TWR
 KG0729  PID         -  KG0729
 KG0729  STATE/COUNTY-  KS/PHILLIPS
 KG0729  USGS QUAD   -  PHILLIPSBURG NORTH (1973)
 KG0729
 KG0729                         *CURRENT SURVEY CONTROL
 KG0729  ___________________________________________________________________
 KG0729* NAD 83(1997)-  39 46 21.02974(N)    099 18 29.87925(W)     ADJUSTED  
 KG0729* NAVD 88     -                                                        
 KG0729  ___________________________________________________________________
 KG0729  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 KG0729  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 KG0729
 KG0729  HORZ ORDER  -  THIRD
 KG0729
 KG0729.The horizontal coordinates were established by classical geodetic methods
 KG0729.and adjusted by the National Geodetic Survey in October 1998..
 KG0729
 KG0729
 KG0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0729
 KG0729.The geoid height was determined by GEOID03.
 KG0729
 KG0729;                    North         East     Units Scale Factor Converg.
 KG0729;SPC KS N     -   160,580.092   287,913.469   MT  0.99999826   -0 49 40.0
 KG0729;UTM  14      - 4,402,553.803   473,596.477   MT  0.99960858   -0 11 50.0
 KG0729
 KG0729                          SUPERSEDED SURVEY CONTROL
 KG0729
 KG0729  NAD 83(1997)-  39 46 21.03294(N)    099 18 29.88048(W) AD(       ) 4
 KG0729  NAD 83(1986)-  39 46 21.03492(N)    099 18 29.88214(W) AD(       ) 4
 KG0729  NAD 27      -  39 46 20.99400(N)    099 18 28.53900(W) AD(       ) 3
 KG0729
 KG0729.Superseded values are not recommended for survey control.
 KG0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0729.See file dsdata.txt to determine how the superseded data were derived.
 KG0729
 KG0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK7359602554(NAD 83)
 KG0729_MARKER: 43 = RADIO/TV TOWER
 KG0729
 KG0729  HISTORY     - Date     Condition        Report By
 KG0729  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0729  HISTORY     - 1984     GOOD             USPSQD
 KG0729  HISTORY     - 1987     GOOD             NOS
 KG0729
 KG0729                          STATION DESCRIPTION
 KG0729
 KG0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0729'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF PHILLIPSBURG,
 KG0729'0.15 MILE NORTH OF A CROSSROADS AND 200 FEET EAST OF THE CENTER OF
 KG0729'A NORTH-SOUTH DIRT ROAD.  IT IS A STEEL STRUCTURE AND HAS AN
 KG0729'OVERALL HEIGHT OF 325 FEET.  THE POINT OBSERVED UPON WAS THE APEX
 KG0729'OF THE TOWER.
 KG0729'
 KG0729'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KG0729'U.S. HIGHWAY 183, JUST EAST OF PHILLIPSBURG, TURN LEFT AND GO NORTH
 KG0729'ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROADS AND THE END OF
 KG0729'GRAVEL, CONTINUE NORTH ON A DIRT ROAD FOR 0.15 MILE TO THE
 KG0729'STATION ON THE RIGHT AS DESCRIBED.
 KG0729
 KG0729                          STATION RECOVERY (1984)
 KG0729
 KG0729'RECOVERY NOTE BY US POWER SQUADRON 1984 (MSS)
 KG0729'STATION RECOVERED GOOD.
 KG0729'
 KG0729'THE STATION LOCATED AS DESCRIBED.  THERE IS NOW A LARGER AND
 KG0729'TALLER TOWER ABOUT 0.4 MILE SOUTH AND ABOUT 0.1 MILE EAST OF
 KG0729'THIS STATION.  THE NEW TOWER HAS A LARGE DISH NEAR THE BOTTOM AND
 KG0729'MAY BE TV CABLE EQUIPMENT.
 KG0729
 KG0729                          STATION RECOVERY (1987)
 KG0729
 KG0729'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 KG0729'THE STATION WAS RECOVERED AT THIS DATE.
 KG0729'THE STATION IS IN GOOD CONDITION.
 KG0729'
 KG0729'RECOVERED BY JDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0730 ***********************************************************************
 KG0730  DESIGNATION -  PHILLIPSBURG MUN STANDPIPE
 KG0730  PID         -  KG0730
 KG0730  STATE/COUNTY-  KS/PHILLIPS
 KG0730  USGS QUAD   -  PHILLIPSBURG NORTH (1973)
 KG0730
 KG0730                         *CURRENT SURVEY CONTROL
 KG0730  ___________________________________________________________________
 KG0730* NAD 83(1997)-  39 45 23.13970(N)    099 19 37.12731(W)     ADJUSTED  
 KG0730* NAVD 88     -                                                        
 KG0730  ___________________________________________________________________
 KG0730  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KG0730  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 KG0730
 KG0730  HORZ ORDER  -  THIRD
 KG0730
 KG0730.The horizontal coordinates were established by classical geodetic methods
 KG0730.and adjusted by the National Geodetic Survey in October 1998..
 KG0730
 KG0730
 KG0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0730
 KG0730.The geoid height was determined by GEOID03.
 KG0730
 KG0730;                    North         East     Units Scale Factor Converg.
 KG0730;SPC KS N     -   158,818.148   286,287.039   MT  0.99999575   -0 50 22.6
 KG0730;UTM  14      - 4,400,774.759   471,990.158   MT  0.99960966   -0 12 32.8
 KG0730
 KG0730                          SUPERSEDED SURVEY CONTROL
 KG0730
 KG0730  NAD 83(1997)-  39 45 23.14296(N)    099 19 37.12837(W) AD(       ) 4
 KG0730  NAD 83(1986)-  39 45 23.14516(N)    099 19 37.12780(W) AD(       ) 4
 KG0730  NAD 27      -  39 45 23.11000(N)    099 19 35.77800(W) AD(       ) 3
 KG0730
 KG0730.Superseded values are not recommended for survey control.
 KG0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0730.See file dsdata.txt to determine how the superseded data were derived.
 KG0730
 KG0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK7199000775(NAD 83)
 KG0730_MARKER: 52 = STANDPIPE TANK
 KG0730
 KG0730  HISTORY     - Date     Condition        Report By
 KG0730  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0730  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 KG0730
 KG0730                          STATION DESCRIPTION
 KG0730
 KG0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0730'THE STATION IS LOCATED IN THE WEST-CENTRAL PART OF PHILLIPSBURG.
 KG0730'IT IS 180 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 36, 165 FEET
 KG0730'WEST OF THE CENTER OF U.S. HIGHWAY 183 AND 20 FEET SOUTH OF
 KG0730'THE CENTER OF AN EAST-WEST ALLEY.  IT IS A ROUND, STEEL STRUCTURE
 KG0730'ABOUT 14 FEET IN DIAMETER WITH AN OVERALL HEIGHT OF 90 FEET.  IT
 KG0730'IS SILVER IN COLOR WITH THE LETTERING PHILLIPSBURG ON THE EAST
 KG0730'AND WEST SIDES.  THE POINT OBSERVED UPON WAS THE BALL AT THE
 KG0730'APEX OF THE STANDPIPE.
 KG0730
 KG0730                          STATION RECOVERY (1984)
 KG0730
 KG0730'RECOVERY NOTE BY US POWER SQUADRON 1984 (MSS)
 KG0730'STATION DESTROYED.
 KG0730'
 KG0730'THIS STATION HAS BEEN DESTROYED.  A MULTIPLE LEGGED WATER TANK
 KG0730'HAS BEEN BUILT IN A NEARBY LOCATION IN PHILLIPSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1087 ***********************************************************************
 HE1087  DESIGNATION -  PICHER
 HE1087  PID         -  HE1087
 HE1087  STATE/COUNTY-  KS/CHEROKEE
 HE1087  USGS QUAD   -  NEUTRAL (1977)
 HE1087
 HE1087                         *CURRENT SURVEY CONTROL
 HE1087  ___________________________________________________________________
 HE1087* NAD 83(1997)-  37 00 23.57830(N)    094 49 30.49986(W)     ADJUSTED  
 HE1087* NAVD 88     -       295.2    (meters)     969.     (feet)  VERTCON   
 HE1087  ___________________________________________________________________
 HE1087  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 HE1087  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HE1087
 HE1087  HORZ ORDER  -  SECOND
 HE1087
 HE1087.The horizontal coordinates were established by classical geodetic methods
 HE1087.and adjusted by the National Geodetic Survey in October 1998..
 HE1087
 HE1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1087
 HE1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1087
 HE1087.The geoid height was determined by GEOID03.
 HE1087
 HE1087;                    North         East     Units Scale Factor Converg.
 HE1087;SPC KS S     -   444,168.067   727,012.840   MT  1.00006130   +2 15 29.9
 HE1087;SPC OK N     -   227,265.079   882,539.952   MT  1.00005257   +1 52 25.1
 HE1087;SPC OK N     -   745,618.85  2,895,466.49   sFT  1.00005257   +1 52 25.1
 HE1087;UTM  15      - 4,097,156.003   337,612.617   MT  0.99992486   -1 05 55.7
 HE1087
 HE1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1087!SPC KS S     -   0.99995831  x   1.00006130  =   1.00001960
 HE1087!SPC OK N     -   0.99995831  x   1.00005257  =   1.00001087
 HE1087!UTM  15      -   0.99995831  x   0.99992486  =   0.99988317
 HE1087
 HE1087:                Primary Azimuth Mark                     Grid Az
 HE1087:SPC KS S     -  BAXTER SPRINGS MUNICIPAL TANK            076 54 10.3
 HE1087:SPC OK N     -  BAXTER SPRINGS MUNICIPAL TANK            077 17 15.1
 HE1087:UTM  15      -  BAXTER SPRINGS MUNICIPAL TANK            080 15 35.9
 HE1087
 HE1087|---------------------------------------------------------------------|
 HE1087| PID    Reference Object                     Distance      Geod. Az  |
 HE1087|                                                           dddmmss.s |
 HE1087| HE1067 BAXTER SPRINGS MUNICIPAL TANK       APPROX. 8.1 KM 0790940.2 |
 HE1087| CN7680 PICHER RM 1                          21.792 METERS 18950     |
 HE1087| GG0724 PICHER SOUTH MUNICIPAL TANK         APPROX. 5.4 KM 1902646.8 |
 HE1087| CN7682 PICHER RM 3                          43.309 METERS 19032     |
 HE1087| GG0739 HUBBARD                             APPROX.12.1 KM 2312356.2 |
 HE1087| CN7681 PICHER RM 2                          17.848 METERS 27119     |
 HE1087|---------------------------------------------------------------------|
 HE1087
 HE1087                          SUPERSEDED SURVEY CONTROL
 HE1087
 HE1087  NAD 83(1997)-  37 00 23.58291(N)    094 49 30.50050(W) AD(       ) 2
 HE1087  NAD 83(1986)-  37 00 23.59457(N)    094 49 30.49327(W) AD(       ) 2
 HE1087  NAD 27      -  37 00 23.35609(N)    094 49 29.65571(W) AD(       ) 2
 HE1087  NGVD 29 (07/19/86)  295.1    (m)          968.     (f) VERT ANG       
 HE1087
 HE1087.Superseded values are not recommended for survey control.
 HE1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1087.See file dsdata.txt to determine how the superseded data were derived.
 HE1087
 HE1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA3761397156(NAD 83)
 HE1087_MARKER: DS = TRIANGULATION STATION DISK
 HE1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1087
 HE1087  HISTORY     - Date     Condition        Report By
 HE1087  HISTORY     - 1961     MONUMENTED       CGS
 HE1087  HISTORY     - 1964     GOOD             CGS
 HE1087  HISTORY     - 1965     GOOD             CGS
 HE1087  HISTORY     - 1966     GOOD             CGS
 HE1087
 HE1087                          STATION DESCRIPTION
 HE1087
 HE1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 HE1087'THE STATION IS ABOUT 1-1/2 MILES NORTH NORTHEAST OF PICHER,
 HE1087'OKLAHOMA, ABOUT 0.4 MILE NORTH OF THE OKLAHOMA-KANSAS STATE
 HE1087'LINE, AND ON THE HIGHEST POINT OF A PROMINENT HILL LOCALLY
 HE1087'KNOWN AS BLUE MOUND.  IT IS 34 FEET SOUTHWEST OF A 12 INCH
 HE1087'HEDGE TREE, 17 FEET SOUTHEAST OF A FENCE AND 2 FEET SOUTHEAST
 HE1087'OF A WITNESS POST.  THE MONUMENT PROJECTS 4 INCHES AND THE
 HE1087'DISK IS STAMPED PICHER 1960.
 HE1087'
 HE1087'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PICHER,
 HE1087'GO NORTH ON U.S. HIGHWAY 69 1.2 MILES TO THE OKLAKOMA-KANSAS
 HE1087'STATE LINE.  CONTINUE NORTH ON THE HIGHWAY FOR 0.25 MILE
 HE1087'TO A SERVICE STATION ON THE RIGHT AND A GRAVELED ROAD FOR
 HE1087'0.4 MILE TO A RAILROAD TRACK.  CROSS THE TRACK AND GO NORTH
 HE1087'ON THE GRAVELED ROAD FOR 0.5 MILE TO AN OLD MINE TIPPLE
 HE1087'ON THE LEFT.  AT THIS POINT A POWER WAGON CAN BE DRIVEN
 HE1087'TO THE STATION.  TURN RIGHT AND GO NORTHEAST UP THE HILL
 HE1087'FOR 0.1 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 HE1087'STATION.
 HE1087'
 HE1087'REFERENCE MARK 1 IS 72 FEET SOUTHWEST OF THE WITNESS POST
 HE1087'AND 10 FEET SOUTHWEST OF THE FENCE.  THE MONUMENT PROJECTS
 HE1087'3 INCHES AND THE DISK IS STAMPED PICHER NO 1 1960.
 HE1087'
 HE1087'REFERENCE MARK 2 IS 13 FEET SOUTHEAST OF A 12 INCH HEDGE
 HE1087'TREE AND 3 FEET SOUTH OF THE FENCE.  THE MONUMENT PROJECTS
 HE1087'3 INCHES AND THE DISK IS STAMPED PICHER NO 2 1960.
 HE1087'
 HE1087'REFERENCE MARK 3 IS 1 FOOT NORTHWEST OF A WITNESS POST,
 HE1087'3 FEET LOWER IN ELEVATION THAN THE STATION MARK AND ON THE
 HE1087'SOUTH SLOPE OF THE HILL.  THE MONUMENT PROJECTS 6 INCHES
 HE1087'AND THE DISK IS STAMPED PICHER NO 3 1960.
 HE1087'
 HE1087'REFERENCE MARK 3 WAS ESTABLISHED BY PRECISE METHODS SINCE
 HE1087'THERE WAS NO AVAILABLE PLACE FOR AN AZIMUTH MARK.
 HE1087'
 HE1087'THERE WAS NO AVAILABLE PICTURE POINT AT THIS STATION.
 HE1087'
 HE1087'NOTE, THIS STATION WAS BUILT IN 1960 BUT NOT OCCUPIED UNTIL
 HE1087'1961.
 HE1087'
 HE1087'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HE1087
 HE1087                          STATION RECOVERY (1964)
 HE1087
 HE1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE1087'THE STATION MARK, R.M. 1, R.M. 2 AND R.M. 3 WERE RECOVERED
 HE1087'IN GOOD CONDITION.  THE DISTANCES TO THE R.M.S WERE VERIFIED.
 HE1087'THE ORIGINAL DISCRIPTION IS ADEQUATE WITH THE EXCEPTION
 HE1087'OF THE TO REACH, NEW TO REACH FOLLOWS.
 HE1087'
 HE1087'TO REACH STATION FROM THE RAILROAD STATION FROM PICHER,
 HE1087'GO NORTH ON U.S. HIGHWAY 69 FOR 1.2 MILES TO THE KANSAS
 HE1087'AND OKLAHOMA STATE LINE, CONTINUE NORTH ALONG THE HIGHWAY
 HE1087'FOR 0.3 MILES TO A FINA SERVICE STATION ON THE RIGHT AND
 HE1087'A GRAVEL TRAIL ROAD TO THE NORTH OF THE STATION, TURN RIGHT
 HE1087'AND GO EAST ALONG THE TRAIL ROAD FOR 0.4 MILE TO A RAILROAD
 HE1087'TRACK AND LARGE TIPPLE.  CROSS THE TRACKS AT THE TIPPLE
 HE1087'AND THEN TURN EAST ALONG TRAIL ROAD FOR 0.15 MILE TO A CORNER
 HE1087'POWER POLE ON THE LEFT.  PICHER NO 3 1960 IS LOCATED 165 FEET
 HE1087'WEST OF THE POWER POLE AND THE STATION MARK IS 142 FEET
 HE1087'NORTH OF R.M. 3 AT THE HIGHEST POINT OF THE HILL.
 HE1087
 HE1087                          STATION RECOVERY (1965)
 HE1087
 HE1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1087'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 HE1087'AS PREVIOUSLY DESCRIBED.
 HE1087
 HE1087                          STATION RECOVERY (1966)
 HE1087
 HE1087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1087'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 HE1087'AS DESCRIBED IN 1961 BY GLENN W. MOORE.  THE DISTANCE BETWEEN
 HE1087'REFERENCE MARKS 1 AND 2 WAS NOT MEASURED DUE TO HEAVY BRUSH,
 HE1087'HOWERVER THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 3 WAS
 HE1087'MEASURED AND IS 70.62 FEET-21.526 METERS.
 HE1087'
 HE1087'ALL OBJECTS VISIBLE AT 30 FEET.
 HE1087'
 HE1087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 5 MILES
 HE1087'WSW OF BAXTER SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1114 ***********************************************************************
 HF1114  DESIGNATION -  PIEDMONT
 HF1114  PID         -  HF1114
 HF1114  STATE/COUNTY-  KS/ELK
 HF1114  USGS QUAD   -  PIEDMONT SW (1964)
 HF1114
 HF1114                         *CURRENT SURVEY CONTROL
 HF1114  ___________________________________________________________________
 HF1114* NAD 83(1997)-  37 35 05.94262(N)    096 24 07.09930(W)     ADJUSTED  
 HF1114* NAVD 88     -       445.     (meters)    1460.     (feet)  SCALED    
 HF1114  ___________________________________________________________________
 HF1114  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 HF1114  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 HF1114
 HF1114  HORZ ORDER  -  FIRST
 HF1114
 HF1114.The horizontal coordinates were established by classical geodetic methods
 HF1114.and adjusted by the National Geodetic Survey in October 1998..
 HF1114
 HF1114.The orthometric height was scaled from a topographic map.
 HF1114
 HF1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1114
 HF1114.The geoid height was determined by GEOID03.
 HF1114
 HF1114;                    North         East     Units Scale Factor Converg.
 HF1114;SPC KS S     -   504,003.838   585,284.189   MT  0.99995268   +1 17 21.5
 HF1114;UTM  14      - 4,162,943.267   729,399.684   MT  1.00024824   +1 35 07.2
 HF1114
 HF1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1114!SPC KS S     -   0.99993486  x   0.99995268  =   0.99988754
 HF1114!UTM  14      -   0.99993486  x   1.00024824  =   1.00018308
 HF1114
 HF1114:                Primary Azimuth Mark                     Grid Az
 HF1114:SPC KS S     -  PIEDMONT AZ MK                           047 50 28.4
 HF1114:UTM  14      -  PIEDMONT AZ MK                           047 32 42.7
 HF1114
 HF1114|---------------------------------------------------------------------|
 HF1114| PID    Reference Object                     Distance      Geod. Az  |
 HF1114|                                                           dddmmss.s |
 HF1114| CL5983 PIEDMONT AZ MK                                     0490749.9 |
 HF1114| CL5984 PIEDMONT RM 1                        11.968 METERS 05329     |
 HF1114| HF1124 HOWARD MUNICIPAL TANK               APPROX.17.8 KM 1361039.4 |
 HF1114| CL5985 PIEDMONT RM 2                        20.105 METERS 20627     |
 HF1114|---------------------------------------------------------------------|
 HF1114
 HF1114                          SUPERSEDED SURVEY CONTROL
 HF1114
 HF1114  NAD 83(1997)-  37 35 05.94713(N)    096 24 07.08470(W) AD(       ) 1
 HF1114  NAD 83(1986)-  37 35 05.95289(N)    096 24 07.08425(W) AD(       ) 1
 HF1114  NAD 27      -  37 35 05.86035(N)    096 24 06.06843(W) AD(       ) 1
 HF1114
 HF1114.Superseded values are not recommended for survey control.
 HF1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1114.See file dsdata.txt to determine how the superseded data were derived.
 HF1114
 HF1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG2940062943(NAD 83)
 HF1114_MARKER: DS = TRIANGULATION STATION DISK
 HF1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1114
 HF1114  HISTORY     - Date     Condition        Report By
 HF1114  HISTORY     - 1940     MONUMENTED       CGS
 HF1114  HISTORY     - 1976     GOOD             NGS
 HF1114
 HF1114                          STATION DESCRIPTION
 HF1114
 HF1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1114'STATION IS 3.5 MILES SW OF THE TOWN OF PIEDMONT, ON A PROMINENT
 HF1114'TABLE LAND PASTURE BELONGING TO MR. WILSON OF PIEDMONT, IN THE
 HF1114'SE 1/4 OF SECTION 27, T 28 S, R 9 E.  STATION MARK IS ON THE N
 HF1114'SIDE OF A FENCED GRAZING AREA, ON HIGHEST GROUND IN THE VICINITY,
 HF1114'333 FEET S OF AN E-W FENCE LINE, STAMPED PIEDMONT 1940, AND
 HF1114'PROJECTS 4 INCHES.
 HF1114'
 HF1114'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1114'BRONZE DISKS SET IN CONCRETE.
 HF1114'
 HF1114'REFERENCE MARK NO. 1 IS NE OF AND LEVEL WITH THE STATION,
 HF1114'STAMPED PIEDMONT NO. 1 1940 AND PROJECTS 2 INCHES.
 HF1114'
 HF1114'REFERENCE MARK NO. 2 IS SSW OF AND LEVEL WITH THE STATION,
 HF1114'STAMPED PIEDMONT NO. 2 1940 AND PROJECTS 2 INCHES.
 HF1114'
 HF1114'AZIMUTH MARK IS AT THE NE CORNER OF AN OPEN PASTURE, 22 FEET
 HF1114'S OF THE CENTER LINE OF E-W COUNTY ROAD, 37 FEET W OF THE
 HF1114'CENTER LINE OF N-S COUNTY ROAD, 1 FOOT N OF E-W FENCE LINE, 18
 HF1114'FEET W OF THE FENCE CORNER, 3 FEET E BY N OF WHITE REFERENCE
 HF1114'POST, IS STAMPED PIEDMONT 1940 AND PROJECTS 4 INCHES.
 HF1114'
 HF1114'TO REACH THE STATION FROM THE PUBLIC SCHOOL IN PIEDMONT, GO S, E
 HF1114'AND S ON THE MAIN ROAD FOR 1.7 MILES AND TURN RIGHT (W), GO
 HF1114'1.0 MILE TO AZIMUTH MARK AT FENCE CORNER ON S SIDE OF ROAD,
 HF1114'CONTINUE 0.35 MILE TO TOP OF HILL AND TURN LEFT, (S) THROUGH
 HF1114'GATE INTO PASTURE, FOLLOW TRACKS SW FOR 0.8 MILE AND PASS THROUGH
 HF1114'GATE IN A N-S FENCE, GO S FOR 0.5 MILE AND PASS THROUGH
 HF1114'ANOTHER GATE IN AN E-W FENCE, GO S FOR 0.05 MILE TO STATION
 HF1114'ON HIGHEST GROUND IN THE VICINITY.
 HF1114'
 HF1114'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 HF1114
 HF1114                          STATION RECOVERY (1976)
 HF1114
 HF1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HF1114'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HF1114'RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.  THE
 HF1114'DESCRIPTION OF THE ROUTE TO REACH IS ADEQUATE.  THE STATION IS ON
 HF1114'PROPERTY OWNED BY MR. ROBERT KNOX, PIEDMONT, KNS. 67122 AND KNOWN
 HF1114'AS THE WILSON LAND.  FOLLOWING ARE ADDITIONAL NOTE FOR THE MARKS.
 HF1114'
 HF1114'THE STATION MARK PROJECTS 6 INCHES ABOVE THE GROUND SURFACE AND
 HF1114'IN PASTURE LAND.
 HF1114'
 HF1114'REFERENCE MARKS 1 AND 2 ARE BOTH FLUSH WITH THE GROUND SURFACE
 HF1114'AND IN PASTURE LAND.
 HF1114'
 HF1114'THE AZIMUTH MARK IS 41 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 HF1114'23 FEET SOUTH OF THE EAST-WEST GRAVELED ROAD, 2 FEET EAST OF A METAL
 HF1114'WITNESS POST, 1 FOOT NORTHWEST OF THE WEST END GATE POST AND THE
 HF1114'MARK PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 HF1114'
 HF1114'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES SOUTHWEST
 HF1114'OF PIEDMONT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0990 ***********************************************************************
 HH0990  DESIGNATION -  PIERCEVILLE ATT MICROWAVE
 HH0990  PID         -  HH0990
 HH0990  STATE/COUNTY-  KS/FINNEY
 HH0990  USGS QUAD   -  PIERCEVILLE SW (1967)
 HH0990
 HH0990                         *CURRENT SURVEY CONTROL
 HH0990  ___________________________________________________________________
 HH0990* NAD 83(1997)-  37 48 36.34121(N)    100 39 08.24993(W)     ADJUSTED  
 HH0990* NAVD 88     -                                                        
 HH0990  ___________________________________________________________________
 HH0990  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 HH0990  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 HH0990
 HH0990  HORZ ORDER  -  THIRD
 HH0990
 HH0990.The horizontal coordinates were established by classical geodetic methods
 HH0990.and adjusted by the National Geodetic Survey in October 1998..
 HH0990
 HH0990
 HH0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0990
 HH0990.The geoid height was determined by GEOID03.
 HH0990
 HH0990;                    North         East     Units Scale Factor Converg.
 HH0990;SPC KS S     -   529,090.221   210,501.124   MT  0.99993767   -1 19 21.5
 HH0990;UTM  14      - 4,186,030.845   354,554.859   MT  0.99986056   -1 00 47.2
 HH0990
 HH0990                          SUPERSEDED SURVEY CONTROL
 HH0990
 HH0990  NAD 83(1997)-  37 48 36.34674(N)    100 39 08.24748(W) AD(       ) 4
 HH0990  NAD 83(1986)-  37 48 36.34474(N)    100 39 08.24915(W) AD(       ) 4
 HH0990  NAD 27      -  37 48 36.26195(N)    100 39 06.68790(W) AD(       ) 3
 HH0990
 HH0990.Superseded values are not recommended for survey control.
 HH0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0990.See file dsdata.txt to determine how the superseded data were derived.
 HH0990
 HH0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG5455586031(NAD 83)
 HH0990_MARKER: 45 = MICROWAVE TOWER
 HH0990
 HH0990  HISTORY     - Date     Condition        Report By
 HH0990  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0990
 HH0990                          STATION DESCRIPTION
 HH0990
 HH0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0990'THE STATION IS THE CENTER OF THE LIGHT ON TOP OF THE TOWER.
 HH0990'THE TOWER IS A FOUR-LEGGED SELF-SUPPORTING STRUCTURE 275 FEET HIGH.
 HH0990'THE LIGHT IS 16 FEET ABOVE THE TOWER.  THE TOTAL HEIGHT IS 291
 HH0990'FEET.
 HH0990'
 HH0990'IT IS LOCATED FOUR MILES SOUTH AND ONE MILE EAST OF PIERCEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0994 ***********************************************************************
 HH0994  DESIGNATION -  PIERCEVILLE CO OP GRAIN ELEV
 HH0994  PID         -  HH0994
 HH0994  STATE/COUNTY-  KS/FINNEY
 HH0994  USGS QUAD   -  PIERCEVILLE (1967)
 HH0994
 HH0994                         *CURRENT SURVEY CONTROL
 HH0994  ___________________________________________________________________
 HH0994* NAD 83(1997)-  37 52 58.08924(N)    100 40 41.70986(W)     ADJUSTED  
 HH0994* NAVD 88     -                                                        
 HH0994  ___________________________________________________________________
 HH0994  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HH0994  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 HH0994
 HH0994  HORZ ORDER  -  THIRD
 HH0994
 HH0994.The horizontal coordinates were established by classical geodetic methods
 HH0994.and adjusted by the National Geodetic Survey in October 1998..
 HH0994
 HH0994
 HH0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0994
 HH0994.The geoid height was determined by GEOID03.
 HH0994
 HH0994;                    North         East     Units Scale Factor Converg.
 HH0994;SPC KS S     -   537,210.688   208,404.301   MT  0.99993610   -1 20 19.0
 HH0994;UTM  14      - 4,194,139.311   352,414.468   MT  0.99986828   -1 01 50.6
 HH0994
 HH0994                          SUPERSEDED SURVEY CONTROL
 HH0994
 HH0994  NAD 83(1997)-  37 52 58.09473(N)    100 40 41.70770(W) AD(       ) 4
 HH0994  NAD 83(1986)-  37 52 58.09305(N)    100 40 41.70871(W) AD(       ) 4
 HH0994  NAD 27      -  37 52 58.01113(N)    100 40 40.14099(W) AD(       ) 3
 HH0994
 HH0994.Superseded values are not recommended for survey control.
 HH0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0994.See file dsdata.txt to determine how the superseded data were derived.
 HH0994
 HH0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG5241494139(NAD 83)
 HH0994_MARKER: 65 = GRAIN ELEVATOR
 HH0994
 HH0994  HISTORY     - Date     Condition        Report By
 HH0994  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0994  HISTORY     - 1965     GOOD             CGS
 HH0994
 HH0994                          STATION DESCRIPTION
 HH0994
 HH0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0994'THE STATION IS THE LIGHT ON TOP OF THE HEAD HOUSE ON THE GRAIN
 HH0994'ELEVATOR AT THE NORTHWEST EDGE OF PIERCEVILLE.  THE ELEVATOR AND THE
 HH0994'HEAD HOUSE ARE WHITE. THE HEIGHT OF THE HEAD HOUSE ABOVE THE GROUND
 HH0994'IS 135 FEET.
 HH0994
 HH0994                          STATION RECOVERY (1965)
 HH0994
 HH0994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (MLG)
 HH0994'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0993 ***********************************************************************
 HG0993  DESIGNATION -  PIKE
 HG0993  PID         -  HG0993
 HG0993  STATE/COUNTY-  KS/CLARK
 HG0993  USGS QUAD   -  BLOOM SW (1979)
 HG0993
 HG0993                         *CURRENT SURVEY CONTROL
 HG0993  ___________________________________________________________________
 HG0993* NAD 83(1997)-  37 18 43.28729(N)    099 59 44.91996(W)     ADJUSTED  
 HG0993* NAVD 88     -       732.     (meters)    2402.     (feet)  SCALED    
 HG0993  ___________________________________________________________________
 HG0993  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 HG0993  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 HG0993
 HG0993  HORZ ORDER  -  FIRST
 HG0993
 HG0993.The horizontal coordinates were established by classical geodetic methods
 HG0993.and adjusted by the National Geodetic Survey in October 1998..
 HG0993
 HG0993.The orthometric height was scaled from a topographic map.
 HG0993
 HG0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0993
 HG0993.The geoid height was determined by GEOID03.
 HG0993
 HG0993;                    North         East     Units Scale Factor Converg.
 HG0993;SPC KS S     -   472,688.873   267,408.213   MT  0.99999139   -0 55 09.2
 HG0993;UTM  14      - 4,129,951.989   411,758.820   MT  0.99969591   -0 36 13.2
 HG0993
 HG0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0993!SPC KS S     -   0.99988931  x   0.99999139  =   0.99988070
 HG0993!UTM  14      -   0.99988931  x   0.99969591  =   0.99958526
 HG0993
 HG0993:                Primary Azimuth Mark                     Grid Az
 HG0993:SPC KS S     -  MINNEOLA A T AND T MICROWAVE             035 41 05.8
 HG0993:UTM  14      -  MINNEOLA A T AND T MICROWAVE             035 22 09.8
 HG0993
 HG0993|---------------------------------------------------------------------|
 HG0993| PID    Reference Object                     Distance      Geod. Az  |
 HG0993|                                                           dddmmss.s |
 HG0993| HG0992 MINNEOLA A T AND T MICROWAVE        APPROX. 7.9 KM 0344556.6 |
 HG0993| CL3745 PIKE RM 1                             9.183 METERS 08826     |
 HG0993| CL3744 PIKE AZ MK                                         2225644.9 |
 HG0993| CL3746 PIKE RM 2                            10.148 METERS 27419     |
 HG0993|---------------------------------------------------------------------|
 HG0993
 HG0993                          SUPERSEDED SURVEY CONTROL
 HG0993
 HG0993  NAD 83(1997)-  37 18 43.29454(N)    099 59 44.92034(W) AD(       ) 1
 HG0993  NAD 83(1986)-  37 18 43.28383(N)    099 59 44.91975(W) AD(       ) 1
 HG0993  NAD 27      -  37 18 43.19103(N)    099 59 43.43203(W) AD(       ) 1
 HG0993
 HG0993.Superseded values are not recommended for survey control.
 HG0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0993.See file dsdata.txt to determine how the superseded data were derived.
 HG0993
 HG0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1175929952(NAD 83)
 HG0993_MARKER: DE = TRAVERSE STATION DISK
 HG0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0993_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0993
 HG0993  HISTORY     - Date     Condition        Report By
 HG0993  HISTORY     - 1970     MONUMENTED       NGS
 HG0993
 HG0993                          STATION DESCRIPTION
 HG0993
 HG0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0993'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF MINNEOLA, 2 MILES NORTH
 HG0993'OF THE JUNCTION OF US HIGHWAYS 160 AND 283, 0.2 MILE EAST OF US
 HG0993'HIGHWAY 283 AND ON PASTURELAND OWNED BY MR. NATHAN PIKE.
 HG0993'
 HG0993'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 160 AND 283,
 HG0993'ABOUT 17 MILES EAST OF MEADE, GO NORTH ON US HIGHWAY 283 FOR 1.65
 HG0993'MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH ON THE
 HG0993'HIGHWAY FOR 0.2 MILE TO A SIDE ROAD RIGHT AND A CATTLE GUARD, TURN
 HG0993'RIGHT, CROSSING THE CATTLE GUARD AND GO EAST ON A DIRT ROAD FOR
 HG0993'0.3 MILE TO A DIM TRACK ROAD LEFT, TURN LEFT AND GO NORTH ON THE DIM
 HG0993'TRACK ROAD FOR 0.1 MILE TO AN EAST-WEST FENCE LINE AND THE
 HG0993'STATION AS DESCRIBED.
 HG0993'
 HG0993'THE STATION MARK IS A STANDARD TRAVERSE DISK STAMPED PIKE 1970, SET
 HG0993'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 HG0993'IT IS 3.5 FEET SOUTHEAST OF A TELEPHONE POLE WITH A WITNESS SIGN
 HG0993'NAILED TO IT AND 3.3 FEET SOUTH OF A FENCE.  THE SUBSURFACE MARK IS
 HG0993'ALSO A STANDARD TRAVERSE DISK STAMPED PIKE 1970.
 HG0993'
 HG0993'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PIKE NO 1 1970, SET IN
 HG0993'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 HG0993'IS 32.0 FEET EAST OF THE TELEPHONE POLE AND 1.7 FEET SOUTH OF THE
 HG0993'FENCE.
 HG0993'
 HG0993'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PIKE NO 2 1970, SET IN
 HG0993'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 HG0993'IS 31.6 FEET WEST OF THE TELEPHONE POLE AND 1.3 FEET SOUTH OF THE
 HG0993'FENCE.
 HG0993'
 HG0993'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PIKE 1970, SET IN THE
 HG0993'TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES.  IT IS 108 FEET
 HG0993'WEST OF THE CENTERLINE OF THE HIGHWAY, 2.4 FEET SOUTHEAST OF A
 HG0993'WITNESS POST, 2.3 FEET NORTH OF A POWERLINE POLE AND 2.0 FEET EAST
 HG0993'OF A FENCE.
 HG0993'
 HG0993'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1508 ***********************************************************************
 JF1508  DESIGNATION -  PILSEN ST JOHNS NEPONUK CHURCH
 JF1508  PID         -  JF1508
 JF1508  STATE/COUNTY-  KS/MARION
 JF1508  USGS QUAD   -  PILSEN (1985)
 JF1508
 JF1508                         *CURRENT SURVEY CONTROL
 JF1508  ___________________________________________________________________
 JF1508* NAD 83(1997)-  38 28 15.63352(N)    097 02 20.66238(W)     ADJUSTED  
 JF1508* NAVD 88     -                                                        
 JF1508  ___________________________________________________________________
 JF1508  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JF1508  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 JF1508
 JF1508  HORZ ORDER  -  THIRD
 JF1508
 JF1508.The horizontal coordinates were established by classical geodetic methods
 JF1508.and adjusted by the National Geodetic Survey in October 1998..
 JF1508
 JF1508
 JF1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1508
 JF1508.The geoid height was determined by GEOID03.
 JF1508
 JF1508;                    North         East     Units Scale Factor Converg.
 JF1508;SPC KS S     -   601,258.896   527,484.328   MT  0.99998248   +0 53 52.0
 JF1508;UTM  14      - 4,259,898.119   671,064.813   MT  0.99996038   +1 13 12.8
 JF1508
 JF1508                          SUPERSEDED SURVEY CONTROL
 JF1508
 JF1508  NAD 83(1986)-  38 28 15.64328(N)    097 02 20.65979(W) AD(       ) 4
 JF1508  NAD 27      -  38 28 15.58417(N)    097 02 19.59838(W) AD(       ) 3
 JF1508
 JF1508.Superseded values are not recommended for survey control.
 JF1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1508.See file dsdata.txt to determine how the superseded data were derived.
 JF1508
 JF1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7106559898(NAD 83)
 JF1508_MARKER: 90 = CHURCH SPIRE
 JF1508
 JF1508  HISTORY     - Date     Condition        Report By
 JF1508  HISTORY     - 1935     FIRST OBSERVED   CGS
 JF1508
 JF1508                          STATION DESCRIPTION
 JF1508
 JF1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1508'POINT OBSERVED WAS CROSS ON TOP OF SPIRE OF SAINT JOHNS NEPONUK
 JF1508'CATHOLIC CHURCH, IN THE TOWN OF PILSEN, WHICH IS 4-1/2 MILES
 JF1508'WEST AND 1-1/2 MILES SOUTH OF LINCOLNVILLE.  SPIRE IS OF BLACK
 JF1508'TILE, 100 FEET HIGH, ON RED BRICK CHURCH.  ERECTED IN 1914.
 JF1508'
 JF1508'OBSERVATIONS WERE MADE FROM MARION, KAISER AND BURDICK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0475 ***********************************************************************
 KF0475  DESIGNATION -  PIPE
 KF0475  PID         -  KF0475
 KF0475  STATE/COUNTY-  KS/OTTAWA
 KF0475  USGS QUAD   -  MINNEAPOLIS NORTH (1965)
 KF0475
 KF0475                         *CURRENT SURVEY CONTROL
 KF0475  ___________________________________________________________________
 KF0475* NAD 83(1997)-  39 10 12.96640(N)    097 40 06.97930(W)     ADJUSTED  
 KF0475* NAVD 88     -       411.125  (meters)    1348.83   (feet)  ADJUSTED  
 KF0475  ___________________________________________________________________
 KF0475  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 KF0475  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 KF0475  DYNAMIC HT  -         410.863 (meters)    1347.97  (feet)  COMP
 KF0475  MODELED GRAV-     979,978.0   (mgal)                       NAVD 88
 KF0475
 KF0475  HORZ ORDER  -  SECOND
 KF0475  VERT ORDER  -  SECOND    CLASS 0
 KF0475
 KF0475.The horizontal coordinates were established by classical geodetic methods
 KF0475.and adjusted by the National Geodetic Survey in October 1998..
 KF0475
 KF0475.The orthometric height was determined by differential leveling
 KF0475.and adjusted by the National Geodetic Survey in June 1991..
 KF0475
 KF0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0475
 KF0475.The geoid height was determined by GEOID03.
 KF0475
 KF0475.The dynamic height is computed by dividing the NAVD 88
 KF0475.geopotential number by the normal gravity value computed on the
 KF0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0475.degrees latitude (g = 980.6199 gals.).
 KF0475
 KF0475.The modeled gravity was interpolated from observed gravity values.
 KF0475
 KF0475;                    North         East     Units Scale Factor Converg.
 KF0475;SPC KS N     -    92,961.505   428,637.323   MT  0.99995783   +0 12 34.8
 KF0475;UTM  14      - 4,336,515.855   615,013.090   MT  0.99976288   +0 50 27.7
 KF0475
 KF0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0475!SPC KS N     -   0.99993978  x   0.99995783  =   0.99989761
 KF0475!UTM  14      -   0.99993978  x   0.99976288  =   0.99970267
 KF0475
 KF0475|---------------------------------------------------------------------|
 KF0475| PID    Reference Object                     Distance      Geod. Az  |
 KF0475|                                                           dddmmss.s |
 KF0475| KF0476 PIPE RM 1                            14.216 METERS 00224     |
 KF0475| KF0889 PIPE AZ MK RESET                    APPROX. 0.7 KM 0315311.9 |
 KF0475| KF0474 PIPE RM 2                            14.497 METERS 18221     |
 KF0475| KF0890 MINNEAPOLIS MUN STANDPIPE           APPROX. 5.5 KM 2121607.2 |
 KF0475|---------------------------------------------------------------------|
 KF0475
 KF0475                          SUPERSEDED SURVEY CONTROL
 KF0475
 KF0475  NAD 83(1986)-  39 10 12.97536(N)    097 40 06.97858(W) AD(       ) 2
 KF0475  NAD 27      -  39 10 12.97860(N)    097 40 05.85770(W) AD(       ) 2
 KF0475  NGVD 29 (??/??/92)  411.018  (m)         1348.48   (f) ADJ UNCH    2 0
 KF0475
 KF0475.Superseded values are not recommended for survey control.
 KF0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0475.See file dsdata.txt to determine how the superseded data were derived.
 KF0475
 KF0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1501336516(NAD 83)
 KF0475_MARKER: DS = TRIANGULATION STATION DISK
 KF0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0475_STAMPING: PIPE 1950
 KF0475_MARK LOGO: CGS   
 KF0475_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0475+STABILITY: SURFACE MOTION
 KF0475
 KF0475  HISTORY     - Date     Condition        Report By
 KF0475  HISTORY     - 1950     MONUMENTED       CGS
 KF0475  HISTORY     - 1950     GOOD             CGS
 KF0475  HISTORY     - 1960     GOOD             CGS
 KF0475  HISTORY     - 1969     GOOD             CGS
 KF0475  HISTORY     - 1989     GOOD             KSDT
 KF0475  HISTORY     - 19890301 GOOD             KSDT
 KF0475
 KF0475                          STATION DESCRIPTION
 KF0475
 KF0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0475'THE STATION IS LOCATED ALONG THE WEST SIDE OF THE RIGHT-OF-WAY
 KF0475'OF U.S. HIGHWAY NO. 81, ABOUT 6.5 MILES WEST AND 2.0 MILES NORTH
 KF0475'OF WELLS, 3.0 MILES NORTH AND 2.0 MILES EAST OF MINNEAPOLIS
 KF0475'AND ABOUT 1.0 MILE SOUTH OF PIPE CREEK.  IT IS ABOUT 150.0 FEET
 KF0475'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE, 61.0
 KF0475'FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 81 AND 49.0
 KF0475'FEET SOUTH OF A TELEPHONE POLE.  IT PROJECTS 3 INCHES AND IS
 KF0475'STAMPED PIPE 1950.
 KF0475'
 KF0475'REFERENCE MARK NO. 1 IS 61.0 FEET WEST OF THE CENTER OF U.S.
 KF0475'HIGHWAY NO. 81 AND 24.0 FEET SOUTH OF A TELEPHONE POLE.  IT IS
 KF0475'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 KF0475'PIPE NO 1 1950.
 KF0475'
 KF0475'REFERENCE MARK NO. 2 IS 61.0 FEET WEST OF THE CENTER OF U.S.
 KF0475'HIGHWAY NO. 81 AND 32.0 FEET NORTH OF A TELEPHONE POLE.  IT IS
 KF0475'SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED PIPE
 KF0475'NO 2 1950.
 KF0475'
 KF0475'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 KF0475'2 IS 94.12 FEET.
 KF0475'
 KF0475'THE AZIMUTH MARK IS 22.0 FEET SOUTH OF THE CENTER OF A GRADED
 KF0475'ROAD, 14.0 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, AND 1.5
 KF0475'FEET WEST OF A WITNESS POST AND 0.5 FOOT NORTH OF A FENCE.  IT
 KF0475'PROJECTS 2 INCHES AND IS STAMPED PIPE 1950.
 KF0475'
 KF0475'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 81,
 KF0475'STATE HIGHWAY NO. 106 AND COUNTY ROUTE NO. 426 ABOUT 0.75
 KF0475'MILE NORTH AND 2.0 MILES EAST OF MINNEAPOLIS, GO NORTH ON U.S.
 KF0475'HIGHWAY NO. 81 FOR 2.65 MILES TO A WHITE HOUSE AND SILO ON THE
 KF0475'RIGHT AND THE STATION AS DESCRIBED.
 KF0475'
 KF0475'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 KF0475'HIGHWAY NO. 81 FOR 0.35 MILE TO A CROSSROAD, HERE TURN RIGHT
 KF0475'AND GO EAST FOR 0.2 MILE TO THE TOP OF A RISE AND THE AZIMUTH
 KF0475'MARK ON THE RIGHT AS DESCRIBED.
 KF0475
 KF0475                          STATION RECOVERY (1950)
 KF0475
 KF0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 KF0475'3.5 MI NE FROM MINNEAPOLIS.
 KF0475'FROM JUNCTION OF U.S. HIGHWAY 81 WITH STATE ROUTE 106K, 3.6
 KF0475'MILES NORTH ALONG THE HIGHWAY TO A FARM HOUSE AT THE WEST SIDE
 KF0475'OF THE HIGHWAY, 60 FEET WEST FROM THE CENTER LINE OF THE HIGHWAY,
 KF0475'53.5 FEET SOUTH FROM THE SOUTH END OF A WIRE GATE, ABOUT IN
 KF0475'THE FENCE LINE, SET IS A SQUARE TOPPED CONCRETE MONUMENT.
 KF0475
 KF0475                          STATION RECOVERY (1960)
 KF0475
 KF0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WWH)
 KF0475'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 KF0475'THE ORIGINAL AZIMUTH MARK WAS FOUND DESTROYED AND A NEW ONE
 KF0475'SET AT THE APPROXIMATE LOCATION OF THE OLD MARK.  A COMPLETE
 KF0475'DESCRIPTION FOLLOWS,
 KF0475'
 KF0475'THE STATION IS 7 MILES WEST-NORTHWEST OF WELLS, 3.5 MILES
 KF0475'NORTHEAST OF MINNEAPOLIS AND 1 MILE SOUTH OF PIPE CREEK.  IT
 KF0475'IS 60 FEET WEST FROM THE CENTER LINE OF U.S. HIGHWAY 81, 53.5
 KF0475'FEET SOUTH OF THE SOUTH END OF A WIRE GATE, 10 INCHES BELOW
 KF0475'THE SURFACE OF THE RAISED AREA ALONG THE NORTH-SOUTH FENCE LINE
 KF0475'JUST TO THE SOUTHEAST OF A FARM HOUSE AND AT A FENCE CORNER.
 KF0475'
 KF0475'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 81
 KF0475'AND STATE ROUTE K 106, PROCEED NORTH ALONG U.S. HIGHWAY 81
 KF0475'FOR 3.6 MILES TO THE STATION ON THE LEFT, WEST, OF THE HIGHWAY.
 KF0475'
 KF0475'THE STATION AND UNDERGROUND MARKS, STAMPED PIPE 1950, ARE STANDARD
 KF0475'DISKS WITH THE SURFACE MARK SET IN A SQUARE CONCRETE MONUMENT
 KF0475'10 INCHES BELOW THE SURFACE OF THE GROUND AND 1 FOOT WEST OF
 KF0475'THE FENCE LINE DIRECTLY UNDER THE TELEPHONE LINES.
 KF0475'
 KF0475'REFERENCE MARK 1, STAMPED PIPE NO 1 1950, IS A STANDARD DISK
 KF0475'SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE 1 FOOT
 KF0475'EAST OF THE NORTH-SOUTH FENCE LINE, 59.5 FEET WEST OF THE CENTER
 KF0475'LINE OF U.S. HIGHWAY 81, 7 FEET SOUTH OF THE SOUTH SIDE OF THE
 KF0475'WIRE GATE AND 3 FEET SOUTH OF A TELEPHONE POLE.
 KF0475'
 KF0475'REFERENCE MARK 2, STAMPED PIPE NO 2 1950, IS A STANDARD DISK
 KF0475'SET IN A SQUARE CONCRETE MONUMENT 10 INCHES BELOW THE SURFACE
 KF0475'61.5 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 81, 30.5
 KF0475'FEET NORTH OF A TELEPHONE POLE AND 2 FEET WEST OF THE NORTH-SOUTH
 KF0475'FENCE LINE.
 KF0475'
 KF0475'THE AZIMUTH MARK, STAMPED PIPE 1950 RESET 1960, IS A STANDARD
 KF0475'DISK SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE,
 KF0475'48 FEET SOUTHEAST OF A POWER POLE, 24 FEET SOUTH OF THE CENTER
 KF0475'LINE OF A GRAVELED ROADWAY AND 14.5 FEET WEST OF A TELEPHONE
 KF0475'POLE.  TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE
 KF0475'NORTH ALONG U.S. HIGHWAY 81 FOR 0.4 MILE TO A CROSS ROAD, TURN
 KF0475'RIGHT, EAST, FOR 0.2 MILE TO THE MARK OF THE RIGHT, SOUTH SIDE
 KF0475'OF THE ROAD.
 KF0475
 KF0475                          STATION RECOVERY (1969)
 KF0475
 KF0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KF0475'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 KF0475'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 KF0475'GOOD CONDITION.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 KF0475'
 KF0475'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 KF0475'
 KF0475'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 KF0475'
 KF0475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES
 KF0475'NORTH AND 2 MILES EAST OF MINNEAPOLIS.
 KF0475
 KF0475                          STATION RECOVERY (1989)
 KF0475
 KF0475'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0475'RECOVERED IN GOOD CONDITION.
 KF0475
 KF0475                          STATION RECOVERY (1989)
 KF0475
 KF0475'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1989 (DRL)
 KF0475'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE AZIMUTH MARK IS
 KF0475'REPORTED DESTROYED THIS DATE. OWNERSHIP--KANSAS DEPARTMENT OF
 KF0475'TRANSPORTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1230 ***********************************************************************
 JE1230  DESIGNATION -  PIPE 2
 JE1230  PID         -  JE1230
 JE1230  STATE/COUNTY-  KS/SHAWNEE
 JE1230  USGS QUAD   -  WAKARUSA (1983)
 JE1230
 JE1230                         *CURRENT SURVEY CONTROL
 JE1230  ___________________________________________________________________
 JE1230* NAD 83(1997)-  38 55 14.68214(N)    095 41 13.18930(W)     ADJUSTED  
 JE1230* NAVD 88     -       327.60   (meters)    1074.8    (feet)  RESET     
 JE1230  ___________________________________________________________________
 JE1230  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 JE1230  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JE1230
 JE1230  HORZ ORDER  -  THIRD
 JE1230  VERT ORDER  -  THIRD
 JE1230
 JE1230.The horizontal coordinates were established by classical geodetic methods
 JE1230.and adjusted by the National Geodetic Survey in October 1998..
 JE1230.No horizontal observational check was made to the station.
 JE1230
 JE1230.The orthometric height was computed from unverified reset data.
 JE1230
 JE1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1230
 JE1230.The geoid height was determined by GEOID03.
 JE1230
 JE1230;                    North         East     Units Scale Factor Converg.
 JE1230;SPC KS N     -    67,770.496   600,563.309   MT  0.99997334   +1 27 48.5
 JE1230;SPC KS S     -   653,866.823   643,936.709   MT  1.00008926   +1 43 43.2
 JE1230;UTM  15      - 4,311,414.702   267,050.699   MT  1.00026826   -1 41 19.9
 JE1230
 JE1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1230!SPC KS N     -   0.99995351  x   0.99997334  =   0.99992685
 JE1230!SPC KS S     -   0.99995351  x   1.00008926  =   1.00004276
 JE1230!UTM  15      -   0.99995351  x   1.00026826  =   1.00022175
 JE1230
 JE1230|---------------------------------------------------------------------|
 JE1230| PID    Reference Object                     Distance      Geod. Az  |
 JE1230|                                                           dddmmss.s |
 JE1230| JE1233 PIPE 2 RM 3                                        00053     |
 JE1230| JE1234 PIPE 2 RM 4                                        08453     |
 JE1230| JE1236 PIPE AZ MK 2                                       1855221.4 |
 JE1230| JE1229 PIPE                                 49.043 METERS 20828     |
 JE1230| JE1768 PAULINE CULLEN VILLAGE TANK         APPROX. 2.8 KM 3285757.8 |
 JE1230|---------------------------------------------------------------------|
 JE1230
 JE1230                          SUPERSEDED SURVEY CONTROL
 JE1230
 JE1230  NAD 83(1986)-  38 55 14.68683(N)    095 41 13.18675(W) AD(       ) 3
 JE1230  NAD 27      -  38 55 14.67620(N)    095 41 12.24970(W) AD(       ) 3
 JE1230  NGVD 29 (07/19/86)  327.48   (m)         1074.4    (f) LEVELING    3  
 JE1230
 JE1230.Superseded values are not recommended for survey control.
 JE1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1230.See file dsdata.txt to determine how the superseded data were derived.
 JE1230
 JE1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6705111415(NAD 83)
 JE1230_MARKER: DS = TRIANGULATION STATION DISK
 JE1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1230_STAMPING: PIPE 2 BM RESET 1967
 JE1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1230+STABILITY: SURFACE MOTION
 JE1230
 JE1230  HISTORY     - Date     Condition        Report By
 JE1230  HISTORY     - 1967     MONUMENTED       CGS
 JE1230  HISTORY     - 1967     GOOD             CGS
 JE1230  HISTORY     - 1976     GOOD             NGS
 JE1230
 JE1230                          STATION DESCRIPTION
 JE1230
 JE1230'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JE1230'THE STATION IS ABOUT 2.5 MILES SOUTH OF PAULINE AND IS ON THE EAST
 JE1230'RIGHT OF WAY OF THE SERVICE ROAD ON THE EAST SIDE OF U.S. HIGHWAY
 JE1230'75.
 JE1230'
 JE1230'TO REACH FROM PAULINE, FROM THE POST OFFICE, GO SOUTH ON U.S.
 JE1230'HIGHWAY 75 FOR 0.6 MILE TO A STOP LIGHT, CONTINUE SOUTH ON U.S.
 JE1230'75 FOR 1.2 MILES TO ANOTHER STOP LIGHT, CONTINUE ON HIGHWAY
 JE1230'FOR 1.1 MILES TO THE STATION ON THE LEFT.
 JE1230'
 JE1230'THE STATION IS 24 FEET EAST OF THE CENTERLINE OF THE SERVICE
 JE1230'ROAD, 6.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL FENCE
 JE1230'AROUND A PUMPING STATION, 4 FEET SOUTH OF A POWERLINE POLE AND 1.5
 JE1230'FEET SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS ABOUT FLUSH
 JE1230'AND THE DISK IS STAMPED PIPE 2 BM RESET 1967.
 JE1230'
 JE1230'R.M. NO. 3 IS 29 FEET EAST OF THE CENTERLINE OF THE SERVICE ROAD,
 JE1230'8.5 FEET NORTH OF THE NORTWEST CORNER OF THE FENCE AROUND THE
 JE1230'PUMPING STATION, 7.3 FEET EAST OF THE NORTHWEST CORNER OF THE
 JE1230'CONCRETE RETAINING WALL AND SET IN A DRILL HOLE IN THE TOP
 JE1230'OF THE WALL.  THE DISK IS FLUSH WITH THE TOP OF THE WALL AND IS
 JE1230'STAMPED PIPE 2 NO 3 BM RESET 1967.
 JE1230'
 JE1230'R.M. NO. 4 IS 53.8 FEET EAST OF THE SOUTHWEST CORNER OF THE
 JE1230'FENCE AROUND THE PUMPING STATION AND 1 FOOT SOUTH OF THE FENCE.
 JE1230'THE MARK IS FLUSH AND THE DISK IS STAMPED PIPE 2 NO 4 BM RESET
 JE1230'1967.
 JE1230'
 JE1230'THE AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF AN INTERSECTION,
 JE1230'104 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, 85 FEET
 JE1230'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S. 75, 4 FEET
 JE1230'WEST-NORTHWEST OF A POWERLINE POLE, 3.5 FEET WEST OF A FENCE
 JE1230'CORNER, 1.5 FEET EAST OF A METAL WITNESS POST AND 0.5 FOOT NORTH
 JE1230'OF A FENCE.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 JE1230'PIPE 1960 AZ 2 BM RESET 1967.
 JE1230
 JE1230                          STATION RECOVERY (1967)
 JE1230
 JE1230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JE1230'3 MI NE FROM WAKARUSA.
 JE1230'ABOUT 2.6 MILES NORTH ON U.S. HIGHWAY 75 FROM THE JUNCTION OF
 JE1230'U.S. HIGHWAY 75 AND OILED ROAD LEADING TO WAKARUSA, 1.0 MILE
 JE1230'SOUTH ON U.S. HIGHWAY 75 FROM THE TRAFFIC SIGNALS AND ROAD LEADT
 JE1230'TO CULLEN VILLAGE, NEAR THE SOUTHWEST CORNER OF A PUMPING
 JE1230'STATION, 24 FEET EAST OF THE CENTER OF A SERVICE ROAD, 6.5 FEET
 JE1230'SOUTHWEST OF THE SOUTHWEST CORNER OF A STEEL FENCE AROUND
 JE1230'THE PUMPING STATION, 4 FEET SOUTH OF A POWERLINE POLE, 1.5 FEET
 JE1230'SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND
 JE1230'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1230
 JE1230                          STATION RECOVERY (1976)
 JE1230
 JE1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 JE1230'MARK RECOVERED AS DESCRIBED QUAD 380954 STA. 1026 IN GOOD
 JE1230'CONDITION RMS 3 AND 4 AND AZIMUTH MARK ALL RECOVERED IN GOOD
 JE1230'CONDITION.
 JE1230'
 JE1230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTH
 JE1230'OF PAULINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1233 ***********************************************************************
 JE1233  DESIGNATION -  PIPE 2 RM 3
 JE1233  PID         -  JE1233
 JE1233  STATE/COUNTY-  KS/SHAWNEE
 JE1233  USGS QUAD   -  WAKARUSA (1983)
 JE1233
 JE1233                         *CURRENT SURVEY CONTROL
 JE1233  ___________________________________________________________________
 JE1233* NAD 83(1986)-  38 55 14.     (N)    095 41 13.     (W)     SCALED    
 JE1233* NAVD 88     -       326.08   (meters)    1069.8    (feet)  RESET     
 JE1233  ___________________________________________________________________
 JE1233  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JE1233
 JE1233  VERT ORDER  -  THIRD
 JE1233
 JE1233.The horizontal coordinates were scaled from a topographic map and have
 JE1233.an estimated accuracy of +/- 6 seconds.
 JE1233
 JE1233.The orthometric height was computed from unverified reset data.
 JE1233
 JE1233.The geoid height was determined by GEOID03.
 JE1233
 JE1233;                    North         East    Units  Estimated Accuracy
 JE1233;SPC KS N     -    67,750.      600,570.      MT  (+/- 180 meters Scaled)
 JE1233
 JE1233                          SUPERSEDED SURVEY CONTROL
 JE1233
 JE1233.No superseded survey control is available for this station.
 JE1233
 JE1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD670113(NAD 83)
 JE1233_MARKER: DR = REFERENCE MARK DISK
 JE1233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1233_SP_SET: WALL
 JE1233_STAMPING: PIPE 2 NO 3 BM RESET 1967
 JE1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1233
 JE1233  HISTORY     - Date     Condition        Report By
 JE1233  HISTORY     - 1967     MONUMENTED       CGS
 JE1233
 JE1233                          STATION DESCRIPTION
 JE1233
 JE1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JE1233'3 MI NE FROM WAKARUSA.
 JE1233'ABOUT 2.6 MILES NORTH ALONG U.S. HIGHWAY 75 FROM THE JUNCTION OF
 JE1233'U.S. HIGHWAY 75 AND OILED ROAD LEADING TO WAKARUSA, 1.0 MILE SOUTH
 JE1233'ALONG U.S. HIGHWAY 75 FROM THE TRAFFIC SIGNALS AND ROAD LEADING
 JE1233'TO CULLEN VILLAGE, 29 FEET EAST OF THE CENTER OF A SERVICE ROAD,
 JE1233'8.5 FEET NORTH OF THE NORTHWEST CORNER OF THE FENCE AROUND A
 JE1233'PUMPING STATION, 7.3 FEET EAST OF THE NORTHWEST CORNER OF A
 JE1233'CONCRETE RETAINING WALL, AND IS CEMENTED IN A DRILLHOLE IN THE
 JE1233'TOP OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1234 ***********************************************************************
 JE1234  DESIGNATION -  PIPE 2 RM 4
 JE1234  PID         -  JE1234
 JE1234  STATE/COUNTY-  KS/SHAWNEE
 JE1234  USGS QUAD   -  WAKARUSA (1983)
 JE1234
 JE1234                         *CURRENT SURVEY CONTROL
 JE1234  ___________________________________________________________________
 JE1234* NAD 83(1986)-  38 55 14.     (N)    095 41 13.     (W)     SCALED    
 JE1234* NAVD 88     -       327.47   (meters)    1074.4    (feet)  RESET     
 JE1234  ___________________________________________________________________
 JE1234  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JE1234
 JE1234  VERT ORDER  -  THIRD
 JE1234
 JE1234.The horizontal coordinates were scaled from a topographic map and have
 JE1234.an estimated accuracy of +/- 6 seconds.
 JE1234
 JE1234.The orthometric height was computed from unverified reset data.
 JE1234
 JE1234.The geoid height was determined by GEOID03.
 JE1234
 JE1234;                    North         East    Units  Estimated Accuracy
 JE1234;SPC KS N     -    67,750.      600,570.      MT  (+/- 180 meters Scaled)
 JE1234
 JE1234                          SUPERSEDED SURVEY CONTROL
 JE1234
 JE1234.No superseded survey control is available for this station.
 JE1234
 JE1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD670113(NAD 83)
 JE1234_MARKER: DR = REFERENCE MARK DISK
 JE1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1234_STAMPING: PIPE 2 NO 4 BM RESET 1967
 JE1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1234+STABILITY: SURFACE MOTION
 JE1234
 JE1234  HISTORY     - Date     Condition        Report By
 JE1234  HISTORY     - 1967     MONUMENTED       CGS
 JE1234
 JE1234                          STATION DESCRIPTION
 JE1234
 JE1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JE1234'3 MI NE FROM WAKARUSA.
 JE1234'ABOUT 2.6 MILES NORTH ALONG U.S. HIGHWAY 75 FROM THE JUNCTION
 JE1234'OF U.S. HIGHWAY 75 AND OILED ROAD LEADING TO WAKARUSA, 1.0 MILE
 JE1234'SOUTH ALONG U.S. HIGHWAY 75 FROM THE TRAFFIC SIGNALS AND ROAD
 JE1234'LEADING TO CULLEN VILLAGE, 53.8 FEET EAST OF THE SOUTHWEST CORNER
 JE1234'OF THE FENCE AROUND A PUMPING STATION, 1 FOOT SOUTH OF THE FENCE,
 JE1234'AND SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 JE1234'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1236 ***********************************************************************
 JE1236  DESIGNATION -  PIPE AZ MK 2
 JE1236  PID         -  JE1236
 JE1236  STATE/COUNTY-  KS/SHAWNEE
 JE1236  USGS QUAD   -  WAKARUSA (1983)
 JE1236
 JE1236                         *CURRENT SURVEY CONTROL
 JE1236  ___________________________________________________________________
 JE1236* NAD 83(1986)-  38 54 47.     (N)    095 41 15.     (W)     SCALED    
 JE1236* NAVD 88     -       320.31   (meters)    1050.9    (feet)  RESET     
 JE1236  ___________________________________________________________________
 JE1236  GEOID HEIGHT-         -31.25  (meters)                     GEOID03
 JE1236
 JE1236  VERT ORDER  -  THIRD
 JE1236
 JE1236.The horizontal coordinates were scaled from a topographic map and have
 JE1236.an estimated accuracy of +/- 6 seconds.
 JE1236
 JE1236.The orthometric height was computed from unverified reset data.
 JE1236
 JE1236.The geoid height was determined by GEOID03.
 JE1236
 JE1236;                    North         East    Units  Estimated Accuracy
 JE1236;SPC KS N     -    66,920.      600,540.      MT  (+/- 180 meters Scaled)
 JE1236
 JE1236                          SUPERSEDED SURVEY CONTROL
 JE1236
 JE1236.No superseded survey control is available for this station.
 JE1236
 JE1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD669105(NAD 83)
 JE1236_MARKER: DZ = AZIMUTH MARK DISK
 JE1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1236_STAMPING: PIPE 1960 AZ 2 BM RESET 1967
 JE1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1236+STABILITY: SURFACE MOTION
 JE1236
 JE1236  HISTORY     - Date     Condition        Report By
 JE1236  HISTORY     - 1967     MONUMENTED       CGS
 JE1236
 JE1236                          STATION DESCRIPTION
 JE1236
 JE1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JE1236'2.5 MI NE FROM WAKARUSA.
 JE1236'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 75 FROM THE JUNCTION
 JE1236'OF U.S. HIGHWAY 75 AND OIL-ROAD LEADING TO WAKARUSA, IN THE
 JE1236'SOUTHWEST ANGLE OF A CROSSROAD, 104 FEET SOUTH OF THE CENTER OF
 JE1236'AN EAST-WEST ROAD, 85 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 JE1236'LAND OF U.S. HIGHWAY 75, 3.5 FEET WEST OF A FENCE CORNER, 1.5
 JE1236'FEET EAST OF A METAL WITNESS POST, 0.5 FEET NORTH OF A FENCE, AND
 JE1236'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0476 ***********************************************************************
 KF0476  DESIGNATION -  PIPE RM 1
 KF0476  PID         -  KF0476
 KF0476  STATE/COUNTY-  KS/OTTAWA
 KF0476  USGS QUAD   -  MINNEAPOLIS NORTH (1965)
 KF0476
 KF0476                         *CURRENT SURVEY CONTROL
 KF0476  ___________________________________________________________________
 KF0476* NAD 83(1986)-  39 10 12.     (N)    097 40 06.     (W)     SCALED    
 KF0476* NAVD 88     -       411.106  (meters)    1348.77   (feet)  ADJUSTED  
 KF0476  ___________________________________________________________________
 KF0476  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 KF0476  DYNAMIC HT  -         410.844 (meters)    1347.91  (feet)  COMP
 KF0476  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 KF0476
 KF0476  VERT ORDER  -  SECOND    CLASS 0
 KF0476
 KF0476.The horizontal coordinates were scaled from a topographic map and have
 KF0476.an estimated accuracy of +/- 6 seconds.
 KF0476
 KF0476.The orthometric height was determined by differential leveling
 KF0476.and adjusted by the National Geodetic Survey in June 1991..
 KF0476
 KF0476.The geoid height was determined by GEOID03.
 KF0476
 KF0476.The dynamic height is computed by dividing the NAVD 88
 KF0476.geopotential number by the normal gravity value computed on the
 KF0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0476.degrees latitude (g = 980.6199 gals.).
 KF0476
 KF0476.The modeled gravity was interpolated from observed gravity values.
 KF0476
 KF0476;                    North         East    Units  Estimated Accuracy
 KF0476;SPC KS N     -    92,930.      428,660.      MT  (+/- 180 meters Scaled)
 KF0476
 KF0476                          SUPERSEDED SURVEY CONTROL
 KF0476
 KF0476  NGVD 29 (??/??/92)  410.999  (m)         1348.42   (f) ADJ UNCH    2 0
 KF0476
 KF0476.Superseded values are not recommended for survey control.
 KF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0476.See file dsdata.txt to determine how the superseded data were derived.
 KF0476
 KF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ150364(NAD 83)
 KF0476_MARKER: DR = REFERENCE MARK DISK
 KF0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0476_STAMPING: PIPE NO 1 1960
 KF0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0476+STABILITY: SURFACE MOTION
 KF0476
 KF0476  HISTORY     - Date     Condition        Report By
 KF0476  HISTORY     - 1950     MONUMENTED       CGS
 KF0476
 KF0476                          STATION DESCRIPTION
 KF0476
 KF0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KF0476'3.5 MI NE FROM MINNEAPOLIS.
 KF0476'FROM THE JUNCTION OF STATE ROUTE 106K WITH U.S. HIGHWAY 81,
 KF0476'THENCE 3.6 MILES NORTH ALONG THE HIGHWAY TO A FARM HOUSE TO THE
 KF0476'WEST SIDE OF HIGHWAY, 59.5 FEET WEST FROM THE CENTER OF THE
 KF0476'HIGHWAY, 7 FEET SOUTH FROM THE SOUTH SIDE OF A WIRE GATE, 3
 KF0476'FEET SOUTH FROM TELEPHONE POLE, SET IN A SQUARE TOPPED CONCRETE
 KF0476'MONUMENT FLUSH WITH SURFACE AND ALONG THE RIGHT OF WAY FENCE,
 KF0476'46.6 FEET NORTH FROM THE TRIANGULATION STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0474 ***********************************************************************
 KF0474  DESIGNATION -  PIPE RM 2
 KF0474  PID         -  KF0474
 KF0474  STATE/COUNTY-  KS/OTTAWA
 KF0474  USGS QUAD   -  MINNEAPOLIS NORTH (1965)
 KF0474
 KF0474                         *CURRENT SURVEY CONTROL
 KF0474  ___________________________________________________________________
 KF0474* NAD 83(1986)-  39 10 12.     (N)    097 40 06.     (W)     SCALED    
 KF0474* NAVD 88     -       410.963  (meters)    1348.30   (feet)  ADJUSTED  
 KF0474  ___________________________________________________________________
 KF0474  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 KF0474  DYNAMIC HT  -         410.701 (meters)    1347.44  (feet)  COMP
 KF0474  MODELED GRAV-     979,978.1   (mgal)                       NAVD 88
 KF0474
 KF0474  VERT ORDER  -  SECOND    CLASS 0
 KF0474
 KF0474.The horizontal coordinates were scaled from a topographic map and have
 KF0474.an estimated accuracy of +/- 6 seconds.
 KF0474
 KF0474.The orthometric height was determined by differential leveling
 KF0474.and adjusted by the National Geodetic Survey in June 1991..
 KF0474
 KF0474.The geoid height was determined by GEOID03.
 KF0474
 KF0474.The dynamic height is computed by dividing the NAVD 88
 KF0474.geopotential number by the normal gravity value computed on the
 KF0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0474.degrees latitude (g = 980.6199 gals.).
 KF0474
 KF0474.The modeled gravity was interpolated from observed gravity values.
 KF0474
 KF0474;                    North         East    Units  Estimated Accuracy
 KF0474;SPC KS N     -    92,930.      428,660.      MT  (+/- 180 meters Scaled)
 KF0474
 KF0474                          SUPERSEDED SURVEY CONTROL
 KF0474
 KF0474  NGVD 29 (??/??/92)  410.856  (m)         1347.95   (f) ADJ UNCH    2 0
 KF0474
 KF0474.Superseded values are not recommended for survey control.
 KF0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0474.See file dsdata.txt to determine how the superseded data were derived.
 KF0474
 KF0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ150364(NAD 83)
 KF0474_MARKER: DR = REFERENCE MARK DISK
 KF0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0474_STAMPING: PIPE NO 2 1960
 KF0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0474+STABILITY: SURFACE MOTION
 KF0474
 KF0474  HISTORY     - Date     Condition        Report By
 KF0474  HISTORY     - 1950     MONUMENTED       CGS
 KF0474
 KF0474                          STATION DESCRIPTION
 KF0474
 KF0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 KF0474'3.5 MI NE FROM MINNEAPOLIS.
 KF0474'FROM THE JUNCTION OF STATE ROUTE 106K WITH U.S. HIGHWAY 81.
 KF0474'NORTH ALONG THE HIGHWAY FOR 3.6 MILE TO A FARM HOUSE TO THE WEST
 KF0474'SIDE OF THE HIGHWAY, 61.5 FEET WEST FROM THE CENTER OF THE HIGHWAY,
 KF0474'47.5 FEET SOUTH FROM THE TRIANGULATION STATION 30.5 FEET NORTH
 KF0474'FROM A TELEPHONE POLE, 2 FEET WEST OF THE FENCE LINE, SET IN A
 KF0474'SQUARE TOPPED CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1178 ***********************************************************************
 KE1178  DESIGNATION -  PIPER
 KE1178  PID         -  KE1178
 KE1178  STATE/COUNTY-  KS/WYANDOTTE
 KE1178  USGS QUAD   -  WOLCOTT (1975)
 KE1178
 KE1178                         *CURRENT SURVEY CONTROL
 KE1178  ___________________________________________________________________
 KE1178* NAD 83(1997)-  39 08 35.88396(N)    094 51 28.08948(W)     ADJUSTED  
 KE1178* NAVD 88     -       308.1    (meters)    1011.     (feet)  VERTCON   
 KE1178  ___________________________________________________________________
 KE1178  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KE1178  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KE1178
 KE1178  HORZ ORDER  -  FIRST
 KE1178
 KE1178.The horizontal coordinates were established by classical geodetic methods
 KE1178.and adjusted by the National Geodetic Survey in October 1998..
 KE1178
 KE1178.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1178
 KE1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1178
 KE1178.The geoid height was determined by GEOID03.
 KE1178
 KE1178;                    North         East     Units Scale Factor Converg.
 KE1178;SPC KS N     -    94,627.653   671,581.597   MT  0.99995860   +1 59 17.2
 KE1178;UTM  15      - 4,334,322.499   339,448.836   MT  0.99991740   -1 10 22.8
 KE1178
 KE1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1178!SPC KS N     -   0.99995674  x   0.99995860  =   0.99991534
 KE1178!UTM  15      -   0.99995674  x   0.99991740  =   0.99987414
 KE1178
 KE1178:                Primary Azimuth Mark                     Grid Az
 KE1178:SPC KS N     -  PIPER AZ MK 2                            100 25 02.3
 KE1178:UTM  15      -  PIPER AZ MK 2                            103 34 42.3
 KE1178
 KE1178|---------------------------------------------------------------------|
 KE1178| PID    Reference Object                     Distance      Geod. Az  |
 KE1178|                                                           dddmmss.s |
 KE1178| KE1182 PIPER AZ MK 2                       APPROX. 1.1 KM 1022419.5 |
 KE1178| KE1152 OVERLAND PARK MILBURN CC TANK       APPROX.22.3 KM 1340053.3 |
 KE1178| CL8140 PIPER RM 1                           33.168 METERS 18339     |
 KE1178| KE1181 PIPER AZ MK RESET                   APPROX. 1.9 KM 2094138.9 |
 KE1178| CL8141 PIPER RM 2                           38.374 METERS 26606     |
 KE1178| CL8139 PIPER AZ MK                                        2942725.8 |
 KE1178| AI1213 PIPER RM 3                           26.434 METERS 35325     |
 KE1178|---------------------------------------------------------------------|
 KE1178
 KE1178                          SUPERSEDED SURVEY CONTROL
 KE1178
 KE1178  NAD 83(1986)-  39 08 35.89332(N)    094 51 28.08610(W) AD(       ) 1
 KE1178  NAD 27      -  39 08 35.88101(N)    094 51 27.21796(W) AD(       ) 1
 KE1178  NGVD 29 (03/28/90)  308.0    (m)         1010.     (f) VERT ANG       
 KE1178
 KE1178.Superseded values are not recommended for survey control.
 KE1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1178.See file dsdata.txt to determine how the superseded data were derived.
 KE1178
 KE1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3944934322(NAD 83)
 KE1178_MARKER: DS = TRIANGULATION STATION DISK
 KE1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1178_STAMPING: PIPER 1934
 KE1178_MARK LOGO: CGS   
 KE1178_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KE1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1178+STABILITY: SURFACE MOTION
 KE1178
 KE1178  HISTORY     - Date     Condition        Report By
 KE1178  HISTORY     - 1934     MONUMENTED       CGS
 KE1178  HISTORY     - 1950     GOOD             CGS
 KE1178  HISTORY     - 1960     GOOD             CGS
 KE1178  HISTORY     - 1967     GOOD             CGS
 KE1178  HISTORY     - 1974     GOOD             USE
 KE1178  HISTORY     - 19810318 GOOD             NGS
 KE1178  HISTORY     - 19870318 GOOD             LOCSUR
 KE1178
 KE1178                          STATION DESCRIPTION
 KE1178
 KE1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1178'THE STATION IS ABOUT 12 MILES WNW OF KANSAS CITY, KANSAS,
 KE1178'ABOUT 12 MILES SSE OF LEAVENWORTH, JUST E OF THE VILLAGE
 KE1178'OF PIPER, NEAR THE CENTER OF THE S SIDE OF SW 1/4 SECTION 28, T 10
 KE1178'S, R 23 E, ON FARM OWNED BY MRS. ELIZABETH WILKINSON OF KANSAS
 KE1178'CITY, KANSAS, AND RENTED BY WARREN V. SCOTT, IN MR. SCOTTS
 KE1178'FRONT YARD, NEAR THE SE CORNER, 129 FEET SSE OF SE CORNER OF
 KE1178'HOUSE, 47 FEET N OF CENTER LINE OF THE ROAD, JUST S OF A ROW
 KE1178'OF PINE AND MAPLE TREES, 25 FEET SE OF A 20-INCH WHITE PINE,
 KE1178'23 FEET SW OF AN 18-INCH YELLOW PINE, 35 FEET WSW OF A
 KE1178'4-FOOT MAPLE, 64 FEET W OF THE FARM ENTRANCE ROAD.  THE
 KE1178'MARK IS FLUSH WITH THE SURFACE.
 KE1178'
 KE1178'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1178'BRONZE DISKS SET IN CONCRETE.
 KE1178'
 KE1178'REFERENCE MARK NO. 1 IS S OF STATION, IN MR. WALTER SCOTTS
 KE1178'FRONT YARD, 65 FEET S OF CENTER LINE OF ROAD, 74 FEET NNW OF NW
 KE1178'CORNER OF MR. SCOTTS HOUSE, 9 FEET ESE OF A 24-INCH MAPLE.
 KE1178'IT IS FLUSH WITH THE SURFACE.
 KE1178'
 KE1178'REFERENCE MARK NO. 2 IS W OF THE STATION, AT W SIDE OF THE
 KE1178'YARD, 1 FOOT E OF THE FENCE, 40 FEET N OF CENTER LINE OF ROAD,
 KE1178'41 FEET S OF A 3-FOOT MAPLE, 155.27 FEET NW OF REFERENCE MARK
 KE1178'NO. 1.  IT IS FLUSH WITH THE SURFACE.
 KE1178'
 KE1178'AZIMUTH MARK IS WNW OF STATION, ABOUT 0.1 MILE N OF CROSSROADS,
 KE1178'22 FEET E OF CENTER LINE OF ROAD, 18 FEET S OF A TELEPHONE
 KE1178'POLE, ON HEDGE RIGHT-OF-WAY FENCE LINE.  IT PROJECTS 6 INCHES.
 KE1178'
 KE1178'TO REACH FROM THE W END OF THE BRIDGE BETWEEN KANSAS CITY,
 KE1178'MISSOURI AND KANSAS CITY, KANSAS, GO W ON U.S. HIGHWAY 40
 KE1178'ABOUT 9 MILES TO THE VILLAGE OF WHITE CHURCH, THENCE CONTINUE
 KE1178'W ON U.S. HIGHWAY 40, 4.8 MILES, THENCE N ON OILED ROAD 1.0
 KE1178'MILE TO CROSSROADS AT W EDGE OF PIPER, THENCE E THROUGH
 KE1178'PIPER 0.35 MILE TO MRS. WILKINSONS FARM AND STATION.
 KE1178'
 KE1178'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 KE1178'
 KE1178'ALL LIGHTS COME INTO VIEW AT 55 FEET.
 KE1178
 KE1178                          STATION RECOVERY (1950)
 KE1178
 KE1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KE1178'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 KE1178'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 KE1178'RECOVERED.  ROAD CONSTRUCTION HAS REMOVED THE HEDGE RIGHT-OF-WAY
 KE1178'FENCE LINE.  NO EVIDENCE OF THE DESTRUCTION OF THE MARK
 KE1178'COULD BE FOUND.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KE1178'
 KE1178'STATION IS LOCATED ABOUT 12 MILES WEST-NORTHWEST OF KANSAS CITY,
 KE1178'KANSAS, 12 MILES SOUTH-SOUTHEAST OF LEAVENWORTH AND 1/4 MILE
 KE1178'EAST OF THE VILLAGE OF PIPER IN THE FRONT YARD OF PROPERTY
 KE1178'OWNED AND OCCUPIED BY C.W. BREWER.  IT IS 129 FEET SOUTH-SOUTHEAST
 KE1178'OF THE SOUTHEAST CORNER OF MR. BREWERS HOUSE, 85 FEET
 KE1178'EAST-NORTHEAST OF A SOUTHEAST FENCE CORNER, 47 FEET NORTH
 KE1178'OF THE CENTER OF OILED ROAD, 47 FEET NORTHEAST OF TELEPHONE
 KE1178'POLE, 26 FEET SOUTHWEST OF PINE TREE AND 18 FEET SOUTHEAST
 KE1178'OF POWER POLE.  IT IS STAMPED PIPER 1934 AND IS FLUSH WITH
 KE1178'THE SURFACE OF THE GROUND.
 KE1178'
 KE1178'REFERENCE MARK NO. 1 IS 33.169 METERS (108.82 FEET) SOUTH
 KE1178'OF THE STATION, 74 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 KE1178'OF R.D. MOGLES HOUSE, 62 FEET SOUTH OF THE CENTER OF ROAD,
 KE1178'41 FEET SOUTH OF POWER POLE AND 24 FEET SOUTHWEST OF PINE
 KE1178'TREE.  IT IS STAMPED PIPER NO 1 1934 AND IS FLUSH WITH THE
 KE1178'SURFACE OF THE GROUND.
 KE1178'
 KE1178'REFERENCE MARK NO. 2 IS 38.396 METERS (125.97 FEET) WEST OF THE
 KE1178'STATION, 40 FEET SOUTHWEST OF PINE TREE, 17 FEET NORTH OF SOUTHWEST
 KE1178'FENCE CORNER AND 1 FOOT EAST OF FENCE.  IT IS STAMPED PIPER NO 2
 KE1178'1934 AND IS FLUSH WITH THE GROUND.
 KE1178'
 KE1178'AZIMUTH MARK--THERE WERE NO WITNESSES CONTACTED WHO ACTUALLY
 KE1178'SAW THE DESTRUCTION OF THE MARK, BUT THEY HAD SEEN THE MARK
 KE1178'PREVIOUS TO THE ROAD CONSTRUCTION AND IT WAS THEIR OPINION
 KE1178'THAT THE MARK WAS DESTROYED AT THAT TIME.
 KE1178'
 KE1178'TO REACH THE STATION FROM THE INTERSECTION OF STATE AND 18TH
 KE1178'STREET (JUNCTION OF U.S. HIGHWAYS 24, 40 AND 73 AND STATE
 KE1178'HIGHWAY 58) IN KANSAS CITY, KANSAS, GO WEST ON U.S. HIGHWAYS
 KE1178'24, 40 AND 73 FOR 10.0 MILES TO CROSSROADS.  (EDWARDSVILLE
 KE1178'ROAD).  TURN RIGHT AND GO NORTH ON EDWARDSVILLE ROAD FOR 0.9
 KE1178'MILE TO OLD HIGHWAY 40, TURN LEFT AND GO WEST FOR 1.5 MILES
 KE1178'TO POLK ROAD.  TURN RIGHT AND GO NORTH ON POLK ROAD FOR 1.0
 KE1178'MILE TO CROSSROADS AND THE VILLAGE OF PIPER.  TURN RIGHT
 KE1178'AND GO EAST ON AN OILED ROAD FOR 0.35 MILE TO THE STATION AS
 KE1178'DESCRIBED.
 KE1178
 KE1178                          STATION RECOVERY (1960)
 KE1178
 KE1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 KE1178'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AND FOUND
 KE1178'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED
 KE1178'FOR.  DESCRIPTION IS ADEQUATE.
 KE1178
 KE1178                          STATION RECOVERY (1967)
 KE1178
 KE1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 KE1178'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 KE1178'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND HAS PROBABLY BEEN
 KE1178'DESTROYED.  NO OBJECTS WERE VISIBLE FROM THE GROUND SO A NEW
 KE1178'AZIMUTH MARK COULD NOT BE ESTABLISHED AT THIS TIME.  STATION AS
 KE1178'DESCRIBED IN 1950.
 KE1178'
 KE1178'R.M. NO. 1 RECOVERED AS DESCRIBED IN 1950 AND IS 6 FEET SOUTH OF A
 KE1178'POWERLINE POLE.  R.M. NO. 2 RECOVERED AS DESCRIBED IN 1950 AND IS 5
 KE1178'FEET SOUTH-SOUTHEAST OF A FENCE CORNER.
 KE1178'
 KE1178'TO REACH FROM PIPER, FROM THE INTERSECTION OF 123RD STREET AND
 KE1178'LEAVENWORTH ROAD, EAST ON LEAVENWORTH ROAD FOR 0.35 MILE TO HOUSE
 KE1178'AND STATION ON THE LEFT.
 KE1178'
 KE1178'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12.0 MILES
 KE1178'WEST-NORTHWEST OF KANSAS CITY, KANSAS.
 KE1178
 KE1178                          STATION RECOVERY (1974)
 KE1178
 KE1178'RECOVERY NOTE BY US ENGINEERS 1974 (RLA)
 KE1178'PIPER 1934 RECOVERED GOOD.
 KE1178'
 KE1178'AZ. MARK NOT RECOVERED.
 KE1178'
 KE1178'AZ. MARK = I AGREE WITH RECOVEREY NOTE 1950.
 KE1178'
 KE1178'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PIPER.
 KE1178
 KE1178                          STATION RECOVERY (1981)
 KE1178
 KE1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KE1178'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 KE1178'GOOD CONDITION.  REFERENCE MARK 1 IS NOW OBSTRUCTED BY A POWERLINE
 KE1178'POLE.  REFERENCE MARK 1 IS NOW OBSTRUCTED BY A POWERLINE POLE.
 KE1178'REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED AND A POLARIS
 KE1178'OBSERVATION WAS TAKEN TO THE AZIMUTH MARK.  THE DIRECTION TO REFERENCE
 KE1178'MARK 2 WAS 33 SECONDS LARGER THAN 1950 DATA AND THE DISTANCE WAS 0.07
 KE1178'FOOT (2.13 CM) SHORTER.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS IN
 KE1178'THE SMALL VILLAGE OF PIPER, ABOUT 1/4 MILE EAST OF THE PIPER SCHOOL
 KE1178'AND ON PROPERTY OWNED BY ROSE AND MICHAEL FREEMAN 12024 LEAVENWORTH
 KE1178'ROAD, PIPER, KANSAS 66109. TO REACH THE STATION FROM THE INTERSECTION
 KE1178'OF LEAVENWORTH ROAD AND 123RD STREET, IN PIPER, GO EAST ON LEAVENWORTH
 KE1178'ROAD FOR 0.35 MILE (0.56 KM) TO THE STATION ON THE LEFT AT THE CREST
 KE1178'OF A HILL AND IN THE LAWN OF THE HOUSE AT 12024 LEAVENWORTH ROAD.  TO
 KE1178'REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON LEAVENWORTH ROAD
 KE1178'FOR 0.35 MILE (0.56 KM) TO 123RD STREET. TURN LEFT AND GO SOUTH FOR 1
 KE1178'MILE (1.6 KM) TO PARALLEL ROAD.  TURN RIGHT AND GO WEST ON PARALLEL
 KE1178'ROAD FOR 0.2 MILE (0.3 KM) TO THE MARK ON THE LEFT.  THE SURFACE
 KE1178'STATION MARK IS A STANDARD DISK, STAMPED---PIPER 1934---, SET IN THE
 KE1178'TOP OF A SQUARE CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND
 KE1178'SURFACE.  IT IS 127.5 FT (38.9 M) SOUTH-SOUTHEAST OF THE SOUTHEAST
 KE1178'CORNER OF THE HOUSE, 17.4 FT (5.3 M) EAST OF A GAS METER, 64.0 FT
 KE1178'(19.5 M) WEST OF THE CENTERLINE OF THE DRIVEWAY, 55.0 FT (16.8 M)
 KE1178'NORTH OF THE CENTERLINE OF PARALLEL ROAD, 26.0 FT (7.9 M) SOUTHWEST OF
 KE1178'A LARGE PINE TREE, 18.5 FT (5.6 M) SOUTHEAST OF A POWERLINE POLE AND
 KE1178'ABOUT 8 FT (2.4 M) HIGHER THEAN LEAVENWORTH ROAD.  REBAR WAS DRIVEN BY
 KE1178'THE MARK.  THE UNDERGROUND MARK WAS NOT INSPECTED.  REFERENCE MARK 1
 KE1178'IS A STANDARD DISK, STAMPED---PIPER NO 1 1934---, SET IN THE TOP OF A
 KE1178'SQUARE CONCRETE POST THAT IS FLUSH.  IT IS IN THE LAWN OF 12019
 KE1178'LEAVENWORTH ROAD, 73.7 FT (22.5 M) NORTH-NORTHWEST OF THE NORTHWEST
 KE1178'CORNER OF THE HOUSE, 54.0 STREET SOUTH OF THE CENTERLINE OF THE
 KE1178'STREET, 10.9 FT (3.3 M) WEST-SOUTHWEST OF THE WEST ONE, OF TWO, GAS
 KE1178'METERS AND 5.5 FT (1.7 M) SOUTH OF A POWERLINE POLE.  REBAR WAS PLACED
 KE1178'BY THE MARK. REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---PIPER NO 2
 KE1178'1934---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT
 KE1178'IS IN THE LAWN AT 12024 LEAVENWORTH ROAD, 149.8 FT (45.7 M)
 KE1178'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 52.4 FT (16.0 M)
 KE1178'WEST OF THE GAS METER, 47.0 FT (14.3 M) NORTH OF THE STREET AND AT THE
 KE1178'SOUTHEAST CORNRE OF THE YARD.  REBAR WAS PLACED BY THE MARK.
 KE1178'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---PIPER 1934 NO 3
 KE1178'1980---, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS
 KE1178'IN THE LAWN OF THE HOUSE AT 12024 LEAVENWORTH ROAD, 87.0 FT (26.5 M)
 KE1178'SOUTH-SOUTHWEST OF A PUMP ON A WATER WELL, 75.0 FT (22.9 M) NORTH OF A
 KE1178'POWERLINE POLE, 59.9 FT (18.3 M) EAST-SOUTHEAST OF THE SOUTHWEST
 KE1178'CORNER OF THE HOUSE AND 41.8 FT (12.7 M) SOUTHEAST OF THE SOUTHEAST
 KE1178'CORNER OF THE HOUSE. REBAR WAS PLACED IN THE MARK.  AZIMUTH MARK IS A
 KE1178'STANDARD DISK. STAMPED---PIPER 1934 1981---, SET IN THE TOP OF A ROUND
 KE1178'CONCRETE POST THAT PROJECTS 2 INCHES AND CONTAINS REBAR.  IT IS 26 FT
 KE1178'(7.9 M) SOUTH OF THE CENTERLINE OF THE STREET, 14.7 FT (4.5 M) WEST OF
 KE1178'A POWERLINE POLE AND 1.5 FT (0.5 M) EAST OF A WITNESS POST.
 KE1178
 KE1178                          STATION RECOVERY (1987)
 KE1178
 KE1178'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (LJB)
 KE1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1662 ***********************************************************************
 KE1662  DESIGNATION -  PIPER 2
 KE1662  PID         -  KE1662
 KE1662  STATE/COUNTY-  KS/WYANDOTTE
 KE1662  USGS QUAD   -  WOLCOTT (1975)
 KE1662
 KE1662                         *CURRENT SURVEY CONTROL
 KE1662  ___________________________________________________________________
 KE1662* NAD 83(1997)-  39 08 35.17835(N)    094 51 28.53998(W)     ADJUSTED  
 KE1662* NAVD 88     -       307.0    (meters)    1007.     (feet)  VERTCON   
 KE1662  ___________________________________________________________________
 KE1662  X           -    -419,490.835 (meters)                     COMP
 KE1662  Y           -  -4,935,732.568 (meters)                     COMP
 KE1662  Z           -   4,004,824.477 (meters)                     COMP
 KE1662  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KE1662  ELLIP HEIGHT-         274.65  (meters)          (10/02/98) GPS OBS
 KE1662  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KE1662
 KE1662  HORZ ORDER  -  FIRST
 KE1662  ELLP ORDER  -  FOURTH    CLASS I
 KE1662
 KE1662.The horizontal coordinates were established by GPS observations
 KE1662.and adjusted by the National Geodetic Survey in October 1998..
 KE1662
 KE1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1662
 KE1662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KE1662
 KE1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1662
 KE1662.The ellipsoidal height was determined by GPS observations
 KE1662.and is referenced to NAD 83.
 KE1662
 KE1662.The geoid height was determined by GEOID03.
 KE1662
 KE1662;                    North         East     Units Scale Factor Converg.
 KE1662;SPC KS N     -    94,605.532   671,571.540   MT  0.99995861   +1 59 16.9
 KE1662;UTM  15      - 4,334,300.967   339,437.575   MT  0.99991744   -1 10 23.1
 KE1662
 KE1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1662!SPC KS N     -   0.99995691  x   0.99995861  =   0.99991552
 KE1662!UTM  15      -   0.99995691  x   0.99991744  =   0.99987435
 KE1662
 KE1662|---------------------------------------------------------------------|
 KE1662| PID    Reference Object                     Distance      Geod. Az  |
 KE1662|                                                           dddmmss.s |
 KE1662| KE1178 PIPER                                24.301 METERS 02626     |
 KE1662| KE1663 PIPER 2 AZ MK                       APPROX. 1.7 KM 2702938.3 |
 KE1662|---------------------------------------------------------------------|
 KE1662
 KE1662                          SUPERSEDED SURVEY CONTROL
 KE1662
 KE1662  NAD 83(1986)-  39 08 35.18781(N)    094 51 28.53633(W) AD(       ) 1
 KE1662  NAD 83(1986)-  39 08 35.18805(N)    094 51 28.53696(W) AD(       ) 1
 KE1662  NGVD 29 (03/28/90)  306.9    (m)         1007.     (f) GPS OBS        
 KE1662
 KE1662.Superseded values are not recommended for survey control.
 KE1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1662.See file dsdata.txt to determine how the superseded data were derived.
 KE1662
 KE1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3943834301(NAD 83)
 KE1662_MARKER: A = ALUMINUM MARKER
 KE1662_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KE1662_SP_SET: SURROUNDED BY MASS OF CONCRETE
 KE1662_STAMPING: PIPER-2 1988
 KE1662_MARK LOGO: KS-209
 KE1662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 KE1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1662+SATELLITE: SATELLITE OBSERVATIONS - 1988
 KE1662
 KE1662  HISTORY     - Date     Condition        Report By
 KE1662  HISTORY     - 1988     MONUMENTED       KS-209
 KE1662
 KE1662                          STATION DESCRIPTION
 KE1662
 KE1662'DESCRIBED BY WYANDOTTE COUNTY KANSAS 1988
 KE1662'STATION PIPER-2 IS LOCATED ON THE SOUTH SHOULDER OF LEAVENWORTH ROAD
 KE1662'AT ADDRESS 12019 LEAVENWORTH ROAD WYANDOTTE COUNTY, KANSAS. THIS
 KE1662'STATION WAS SET AS AN ECCENTRIC OBSERVATION POINT TO STATION PIPER.
 KE1662'TO REACH STATION FROM THE INTERSECTION OF INTERSTATE I-435 HIGHWAY AND
 KE1662'US 24 HIGHWAY PROCEED NORTH ON INTERSTATE I-435 HIGHWAY 3.21 KM
 KE1662'(2.00 MI) TO LEAVENWORTH ROAD INTERCHANGE, THEN TURN LEFT AND PROCEED
 KE1662'WEST ON LEAVENWORTH ROAD 3.2 KM (2.00 MI) TO ADDRESS 12019 LEAVENWORTH
 KE1662'ROAD. STATION IS ON THE LEFT ON THE SOUTH SHOULDER OF LEAVENWORTH
 KE1662'ROAD.
 KE1662'STATION IS SOUTH OF A FLAG POLE TO ADDRESS 12024 LEAVENWORTH ROAD.
 KE1662'STATION IS 25.85 M (84.8 FT) SOUTH SOUTHWEST OF A NAIL AND LS WASHER
 KE1662'IN THE WEST FACE OF A POWER SERVICE POLE, 24.30 M (79.7 FT) SOUTH
 KE1662'SOUTHWEST OF STATION MONUMENT PIPER, 12.92 M (42.4 FT) NORTHWEST OF A
 KE1662'NAIL AND LS WASHER IN THE NORTHEAST FACE OF A POWER POLE, 4.47 M
 KE1662'(14.7 FT) EAST NORTHEAST OF A STEEL SIGN POST, 0.85 M (2.8 FT) SOUTH
 KE1662'THE SOUTH EDGE OF PAVEMENT OF LEAVENWORTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1182 ***********************************************************************
 KE1182  DESIGNATION -  PIPER AZ MK 2
 KE1182  PID         -  KE1182
 KE1182  STATE/COUNTY-  KS/WYANDOTTE
 KE1182  USGS QUAD   -  WOLCOTT (1975)
 KE1182
 KE1182                         *CURRENT SURVEY CONTROL
 KE1182  ___________________________________________________________________
 KE1182* NAD 83(1997)-  39 08 28.28329(N)    094 50 43.73100(W)     ADJUSTED  
 KE1182* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 KE1182  ___________________________________________________________________
 KE1182  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KE1182  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KE1182
 KE1182  HORZ ORDER  -  THIRD
 KE1182
 KE1182.The horizontal coordinates were established by classical geodetic methods
 KE1182.and adjusted by the National Geodetic Survey in October 1998..
 KE1182.No horizontal observational check was made to the station.
 KE1182
 KE1182.The orthometric height was scaled from a topographic map.
 KE1182
 KE1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1182
 KE1182.The geoid height was determined by GEOID03.
 KE1182
 KE1182;                    North         East     Units Scale Factor Converg.
 KE1182;SPC KS N     -    94,430.439   672,654.309   MT  0.99995867   +1 59 45.3
 KE1182;SPC MO W     -   330,179.753   820,133.527   MT  0.99995216   -0 13 05.1
 KE1182;UTM  15      - 4,334,066.443   340,508.995   MT  0.99991322   -1 09 54.6
 KE1182
 KE1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1182!SPC KS N     -   0.99995940  x   0.99995867  =   0.99991807
 KE1182!SPC MO W     -   0.99995940  x   0.99995216  =   0.99991156
 KE1182!UTM  15      -   0.99995940  x   0.99991322  =   0.99987263
 KE1182
 KE1182                          SUPERSEDED SURVEY CONTROL
 KE1182
 KE1182  NAD 83(1986)-  39 08 28.29268(N)    094 50 43.72761(W) AD(       ) 3
 KE1182  NAD 27      -  39 08 28.27998(N)    094 50 42.86090(W) AD(       ) 3
 KE1182
 KE1182.Superseded values are not recommended for survey control.
 KE1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1182.See file dsdata.txt to determine how the superseded data were derived.
 KE1182
 KE1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4050934066(NAD 83)
 KE1182_MARKER: DZ = AZIMUTH MARK DISK
 KE1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE1182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KE1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1182+STABILITY: SURFACE MOTION
 KE1182
 KE1182  HISTORY     - Date     Condition        Report By
 KE1182  HISTORY     - 1981     MONUMENTED       NGS
 KE1182  HISTORY     - 20050605 GOOD             GEOCAC
 KE1182
 KE1182                          STATION DESCRIPTION
 KE1182
 KE1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KE1182'THE STATION IS ABOUT 1 MILE EAST OF PIPER, 0.15 MILE SOUTH OF THE
 KE1182'JUNCTION OF LEAVENWORTH ROAD AND 115TH STREET AND IN FRONT OF A
 KE1182'HOUSE AT 2948 115TH STREET.
 KE1182'
 KE1182'THE MARK IS A STANDARD DISK, STAMPED---PIPER 1934 NO 2 1981--- SET
 KE1182'IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH.  IT IS 97.8 FEET
 KE1182'EAST OF THE MAIN ENTRANCE DOOR TO THE HOUSE AT 2948 115TH STREET,
 KE1182'58.0 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE, 25.0
 KE1182'FEET WEST OF THE CENTERLINE OF 115TH STREET AND 24.0 FEET
 KE1182'SOUTH-SOUTHEAST OF THE CENTER OF A GAS METER.  REBAR WAS PLACED IN
 KE1182'THE MARK.
 KE1182'
 KE1182'THE DISTANCE WAS MEASURED ELECTRONICALLY FROM STATION--PIPER--THE
 KE1182'DISTANCE BEING 1090.733 METERS EAST-SOUTHEAST OF PIPER.
 KE1182
 KE1182                          STATION RECOVERY (2005)
 KE1182
 KE1182'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1181 ***********************************************************************
 KE1181  DESIGNATION -  PIPER AZ MK RESET
 KE1181  PID         -  KE1181
 KE1181  STATE/COUNTY-  KS/WYANDOTTE
 KE1181  USGS QUAD   -  WOLCOTT (1975)
 KE1181
 KE1181                         *CURRENT SURVEY CONTROL
 KE1181  ___________________________________________________________________
 KE1181* NAD 83(1997)-  39 07 42.83801(N)    094 52 06.92575(W)     ADJUSTED  
 KE1181* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 KE1181  ___________________________________________________________________
 KE1181  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 KE1181  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KE1181
 KE1181  HORZ ORDER  -  THIRD
 KE1181
 KE1181.The horizontal coordinates were established by classical geodetic methods
 KE1181.and adjusted by the National Geodetic Survey in October 1998..
 KE1181.No horizontal observational check was made to the station.
 KE1181
 KE1181.The orthometric height was scaled from a topographic map.
 KE1181
 KE1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1181
 KE1181.The geoid height was determined by GEOID03.
 KE1181
 KE1181;                    North         East     Units Scale Factor Converg.
 KE1181;SPC KS N     -    92,960.551   670,706.124   MT  0.99995911   +1 58 52.6
 KE1181;SPC MO W     -   328,786.231   818,130.025   MT  0.99995368   -0 13 57.4
 KE1181;UTM  15      - 4,332,706.271   338,482.808   MT  0.99992123   -1 10 46.0
 KE1181
 KE1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1181!SPC KS N     -   0.99995657  x   0.99995911  =   0.99991568
 KE1181!SPC MO W     -   0.99995657  x   0.99995368  =   0.99991026
 KE1181!UTM  15      -   0.99995657  x   0.99992123  =   0.99987781
 KE1181
 KE1181:                Primary Azimuth Mark                     Grid Az
 KE1181:SPC KS N     -  PIPER                                    027 42 21.8
 KE1181:SPC MO W     -  PIPER                                    029 55 11.8
 KE1181:UTM  15      -  PIPER                                    030 52 00.4
 KE1181
 KE1181|---------------------------------------------------------------------|
 KE1181| PID    Reference Object                     Distance      Geod. Az  |
 KE1181|                                                           dddmmss.s |
 KE1181| KE1178 PIPER                               APPROX. 1.9 KM 0294114.4 |
 KE1181|---------------------------------------------------------------------|
 KE1181
 KE1181                          SUPERSEDED SURVEY CONTROL
 KE1181
 KE1181  NAD 83(1986)-  39 07 42.84735(N)    094 52 06.92228(W) AD(       ) 3
 KE1181  NAD 27      -  39 07 42.83453(N)    094 52 06.05351(W) AD(       ) 3
 KE1181
 KE1181.Superseded values are not recommended for survey control.
 KE1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1181.See file dsdata.txt to determine how the superseded data were derived.
 KE1181
 KE1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3848332706(NAD 83)
 KE1181_MARKER: DZ = AZIMUTH MARK DISK
 KE1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE1181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KE1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1181+STABILITY: SURFACE MOTION
 KE1181
 KE1181  HISTORY     - Date     Condition        Report By
 KE1181  HISTORY     - 1980     MONUMENTED       NGS
 KE1181  HISTORY     - 20060909 MARK NOT FOUND   GEOCAC
 KE1181
 KE1181                          STATION DESCRIPTION
 KE1181
 KE1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KE1181'THE STATION IS LOCATED 1 MILE SOUTH OF PIPER AND ON THE SOUTH
 KE1181'RIGHT-OF-WAY OF PARALLEL ROAD.
 KE1181'
 KE1181'TO REACH THE STATION FROM THE JUNCTION OF LEAVENWORTH ROAD AND 123RD
 KE1181'STREET, IN PIPER, GO SOUTH ON 723RD STREET FOR 1 MILE TO PARALLEL
 KE1181'ROAD.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO THE MARK ON THE LEFT.
 KE1181'
 KE1181'THE STATION IS A STANDARD DISK, STAMPED---PIPER 1934 1981--- SET
 KE1181'IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS
 KE1181'26 FEET SOUTH OF THE CENTERLINE OF PARALLEL ROAD, 14.7 FEET WEST OF
 KE1181'A POWERLINE POLE AND 1.5 FEET EAST OF A WITNESS POST.  REBAR WAS
 KE1181'PLACED IN THE MARK.
 KE1181
 KE1181                          STATION RECOVERY (2006)
 KE1181
 KE1181'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 KE1181'THE POWERLINE POLE AND WITNESS POST HAVE BEEN REMOVED. 26 FEET SOUTH
 KE1181'OF THE CENTERLINE PLACES THIS MARK ALONG THE CURB OF PARALLEL PARKWAY.
 KE1181'THE STATION MAY HAVE BEEN BURIED OR DESTROYED DURING THE IMPROVMENTS
 KE1181'TO PARALLEL PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0854 ***********************************************************************
 HE0854  DESIGNATION -  PIQUA ST MARTINS CHURCH SPIRE
 HE0854  PID         -  HE0854
 HE0854  STATE/COUNTY-  KS/WOODSON
 HE0854  USGS QUAD   -  PIQUA (1971)
 HE0854
 HE0854                         *CURRENT SURVEY CONTROL
 HE0854  ___________________________________________________________________
 HE0854* NAD 83(1997)-  37 55 02.89541(N)    095 32 17.61998(W)     ADJUSTED  
 HE0854* NAVD 88     -                                                        
 HE0854  ___________________________________________________________________
 HE0854  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 HE0854  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 HE0854
 HE0854  HORZ ORDER  -  THIRD
 HE0854
 HE0854.The horizontal coordinates were established by classical geodetic methods
 HE0854.and adjusted by the National Geodetic Survey in October 1998..
 HE0854
 HE0854
 HE0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0854
 HE0854.The geoid height was determined by GEOID03.
 HE0854
 HE0854;                    North         East     Units Scale Factor Converg.
 HE0854;SPC KS S     -   542,956.115   660,370.521   MT  0.99993592   +1 49 12.3
 HE0854;UTM  15      - 4,199,696.483   276,882.841   MT  1.00021317   -1 33 37.6
 HE0854
 HE0854                          SUPERSEDED SURVEY CONTROL
 HE0854
 HE0854  NAD 83(1997)-  37 55 02.90005(N)    095 32 17.61972(W) AD(       ) 4
 HE0854  NAD 83(1986)-  37 55 02.89831(N)    095 32 17.60934(W) AD(       ) 4
 HE0854  NAD 27      -  37 55 02.77000(N)    095 32 16.67100(W) AD(       ) 3
 HE0854
 HE0854.Superseded values are not recommended for survey control.
 HE0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0854.See file dsdata.txt to determine how the superseded data were derived.
 HE0854
 HE0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7688399696(NAD 83)
 HE0854_MARKER: 90 = CHURCH SPIRE
 HE0854
 HE0854  HISTORY     - Date     Condition        Report By
 HE0854  HISTORY     - 1934     FIRST OBSERVED   CGS
 HE0854  HISTORY     - 1948     GOOD             CGS
 HE0854
 HE0854                          STATION DESCRIPTION
 HE0854
 HE0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0854'LOCATED AT THE SOUTHWEST CITY LIMITS OF THE VILLAGE OF PIQUA,
 HE0854'0.3 MILE SOUTH OF U.S. HIGHWAY 54 AND 200 FEET WEST OF A
 HE0854'NORTH-SOUTH GRAVELED ROAD.
 HE0854'
 HE0854'IT IS A RED BRICK BUILDING WITH THE SPIRE AND CROSS ON THE
 HE0854'EAST SIDE OF THE BUILDING.
 HE0854'
 HE0854'THE HEIGHT IS ABOUT 100 FEET AND THE POINT OBSERVED UPON WAS
 HE0854'THE TOP OF THE SPIRE.
 HE0854'
 HE0854'PROBABLY THE SAME STATION AS PIQUA, ST. MARTINS CHURCH SPIRE,
 HE0854'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1184 ***********************************************************************
 HE1184  SACS        -  This is a Secondary Airport Control Station.
 HE1184  DESIGNATION -  PITTPORT
 HE1184  PID         -  HE1184
 HE1184  STATE/COUNTY-  KS/CRAWFORD
 HE1184  USGS QUAD   -  PITTSBURG (1978)
 HE1184
 HE1184                         *CURRENT SURVEY CONTROL
 HE1184  ___________________________________________________________________
 HE1184* NAD 83(1997)-  37 26 37.88618(N)    094 43 45.20810(W)     ADJUSTED  
 HE1184* NAVD 88     -       282.24   (meters)     926.0    (feet)  GPS OBS   
 HE1184  ___________________________________________________________________
 HE1184  X           -    -418,038.107 (meters)                     COMP
 HE1184  Y           -  -5,053,133.031 (meters)                     COMP
 HE1184  Z           -   3,856,771.794 (meters)                     COMP
 HE1184  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 HE1184  ELLIP HEIGHT-         251.66  (meters)          (12/15/98) GPS OBS
 HE1184  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HE1184
 HE1184  HORZ ORDER  -  FIRST
 HE1184  ELLP ORDER  -  FOURTH    CLASS II
 HE1184
 HE1184.This mark is at Atkinson Municipal Airport (PTS)
 HE1184
 HE1184.The horizontal coordinates were established by GPS observations
 HE1184.and adjusted by the National Geodetic Survey in December 1998..
 HE1184
 HE1184.The orthometric height was determined by GPS observations and a
 HE1184.high-resolution geoid model.
 HE1184
 HE1184.GPS derived orthometric heights for airport stations designated as
 HE1184.PACS or SACS are published to 2 decimal places.  This maintains
 HE1184.centimeter relative accuracy between the PACS and SACS.  It does
 HE1184.not indicate centimeter accuracy relative to other marks which are
 HE1184.part of the NAVD 88 network.
 HE1184
 HE1184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1184
 HE1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1184
 HE1184.The ellipsoidal height was determined by GPS observations
 HE1184.and is referenced to NAD 83.
 HE1184
 HE1184.The geoid height was determined by GEOID03.
 HE1184
 HE1184;                    North         East     Units Scale Factor Converg.
 HE1184;SPC KS S     -   493,002.932   733,580.980   MT  0.99996989   +2 19 02.1
 HE1184;UTM  15      - 4,145,516.412   347,033.243   MT  0.99988823   -1 03 05.6
 HE1184
 HE1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1184!SPC KS S     -   0.99996051  x   0.99996989  =   0.99993040
 HE1184!UTM  15      -   0.99996051  x   0.99988823  =   0.99984874
 HE1184
 HE1184:                Primary Azimuth Mark                     Grid Az
 HE1184:SPC KS S     -  PITTPORT AZ MK                           286 33 41.3
 HE1184:UTM  15      -  PITTPORT AZ MK                           289 55 49.0
 HE1184
 HE1184|---------------------------------------------------------------------|
 HE1184| PID    Reference Object                     Distance      Geod. Az  |
 HE1184|                                                           dddmmss.s |
 HE1184| HE1185 PITTPORT AZ MK                      430.124 METERS 2885243.4 |
 HE1184|---------------------------------------------------------------------|
 HE1184
 HE1184                          SUPERSEDED SURVEY CONTROL
 HE1184
 HE1184  NAD 83(1997)-  37 26 37.88587(N)    094 43 45.20788(W) AD(       ) 3
 HE1184  ELLIP H (10/02/98)  251.66   (m)                       GP(       ) 4 1
 HE1184  NAD 83(1997)-  37 26 37.88702(N)    094 43 45.20478(W) AD(       ) 3
 HE1184  NAD 83(1986)-  37 26 37.88960(N)    094 43 45.19396(W) AD(       ) 3
 HE1184  NGVD 29 (02/23/90)  282.0    (m)          925.     (f) GPS OBS        
 HE1184
 HE1184.Superseded values are not recommended for survey control.
 HE1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1184.See file dsdata.txt to determine how the superseded data were derived.
 HE1184
 HE1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4703345516(NAD 83)
 HE1184_MARKER: I = METAL ROD
 HE1184_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HE1184_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HE1184_STAMPING: PITTPORT 1989
 HE1184_MARK LOGO: NGS   
 HE1184_PROJECTION: FLUSH
 HE1184_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1184+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 HE1184_ROD/PIPE-DEPTH: 4.10 meters
 HE1184_SLEEVE-DEPTH  : 01.0 meters
 HE1184
 HE1184  HISTORY     - Date     Condition        Report By
 HE1184  HISTORY     - 1989     MONUMENTED       NGS
 HE1184  HISTORY     - 19910423 GOOD             NGS
 HE1184  HISTORY     - 19980922 GOOD             NGS
 HE1184  HISTORY     - 20060621 GOOD             MODNR
 HE1184
 HE1184                          STATION DESCRIPTION
 HE1184
 HE1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HE1184'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTHWEST OF PITTSBURG,
 HE1184'AT THE ATKINSON MUNICIPAL AIRPORT, IN THE NORTHWEST ANGLE OF THE
 HE1184'JUNCTION OF A TAXIWAY AND RUNWAY 16-34.  OWNERSHIP--CITY OF PITTSBURG,
 HE1184'C/O AIRPORT MANAGER GARY IORI, RR 1 BOX 402, PITTSBURG KS 66762.
 HE1184'PHONE (316)231-5760.
 HE1184'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69, 69
 HE1184'BUSINESS, 160 AND STATE HIGHWAY 57 NEAR THE NORTH EDGE OF PITTSBURG,
 HE1184'GO WEST FOR 0.2 KM (0.10 MI) ON HIGHWAYS 69, 160, AND 57 TO A FORK.
 HE1184'BEAR RIGHT AND CONTINUE WEST FOR 2.2 KM (1.35 MI) ON AIRPORT ROAD TO A
 HE1184'PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) ON
 HE1184'AIRPORT DRIVE TO THE AIRPORT OFFICE ON THE LEFT AND A GATE ON THE
 HE1184'RIGHT.  TURN RIGHT AND GO EAST, THEN NORTH FOR 0.1 KM (0.05 MI),
 HE1184'PASSING THROUGH THE GATE, ON A DRIVE, THEN ACROSS AN APRON TO A
 HE1184'PARALLEL TAXIWAY.  TURN RIGHT AND GO EAST FOR 0.2 KM (0.10 MI) ON THE
 HE1184'PARALLEL TAXIWAY TO THE STATION ON THE LEFT, JUST BEFORE RUNWAY 16-34.
 HE1184'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HE1184'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 4.1 METERS IN A GREASE
 HE1184'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HE1184'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HE1184'14.7 M (48.2 FT) NORTHWEST FROM THE JUNCTION OF THE WEST EDGE OF THE
 HE1184'RUNWAY AND THE CENTER OF A TAXIWAY, 7.4 M (24.3 FT) EAST FROM THE EAST
 HE1184'EDGE OF RUNWAY 16-34 AND 2.6 M (8.5 FT) NORTH FROM THE NORTHEAST
 HE1184'CORNER OF A 0.5 METER BY 1.5 METER METAL DRAIN COVER.
 HE1184'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 HE1184
 HE1184                          STATION RECOVERY (1991)
 HE1184
 HE1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HE1184'RECOVERED IN GOOD CONDITION.
 HE1184
 HE1184                          STATION RECOVERY (1998)
 HE1184
 HE1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (KRN)
 HE1184'RECOVERED AS DESCRIBED.  THIS STATION IS A SECONDARY AIRPORT CONTROL
 HE1184'STATION (SACS) FOR THIS AIRPORT.
 HE1184
 HE1184                          STATION RECOVERY (2006)
 HE1184
 HE1184'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE1184'STATION RECOVERED IN GOOD SHAPE. AZIMUTH MARK HAS BEEN TAKEN OUT DUE
 HE1184'TO RUNWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1185 ***********************************************************************
 HE1185  FBN         -  This is a Federal Base Network Control Station.
 HE1185  PACS        -  This is a Primary Airport Control Station.
 HE1185  DESIGNATION -  PITTPORT AZ MK
 HE1185  PID         -  HE1185
 HE1185  STATE/COUNTY-  KS/CRAWFORD
 HE1185  USGS QUAD   -  PITTSBURG (1978)
 HE1185
 HE1185                         *CURRENT SURVEY CONTROL
 HE1185  ___________________________________________________________________
 HE1185* NAD 83(1997)-  37 26 42.40016(N)    094 44 01.76528(W)     ADJUSTED  
 HE1185* NAVD 88     -       287.48   (meters)     943.2    (feet)  GPS OBS   
 HE1185  ___________________________________________________________________
 HE1185  X           -    -418,437.084 (meters)                     COMP
 HE1185  Y           -  -5,053,019.224 (meters)                     COMP
 HE1185  Z           -   3,856,885.429 (meters)                     COMP
 HE1185  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HE1185  ELLIP HEIGHT-         256.83  (meters)          (08/12/03) GPS OBS
 HE1185  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 HE1185
 HE1185  HORZ ORDER  -  B
 HE1185  ELLP ORDER  -  FOURTH    CLASS I
 HE1185
 HE1185.This mark is at Atkinson Municipal Airport (PTS)
 HE1185
 HE1185.The horizontal coordinates were established by GPS observations
 HE1185.and adjusted by the National Geodetic Survey in December 1997..
 HE1185
 HE1185.The orthometric height was determined by GPS observations and a
 HE1185.high-resolution geoid model.
 HE1185
 HE1185.GPS derived orthometric heights for airport stations designated as
 HE1185.PACS or SACS are published to 2 decimal places.  This maintains
 HE1185.centimeter relative accuracy between the PACS and SACS.  It does
 HE1185.not indicate centimeter accuracy relative to other marks which are
 HE1185.part of the NAVD 88 network.
 HE1185
 HE1185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HE1185
 HE1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1185
 HE1185.The ellipsoidal height was determined by GPS observations
 HE1185.and is referenced to NAD 83.
 HE1185
 HE1185.The geoid height was determined by GEOID03.
 HE1185
 HE1185;                    North         East     Units Scale Factor Converg.
 HE1185;SPC KS S     -   493,125.533   733,168.713   MT  0.99996971   +2 18 51.9
 HE1185;UTM  15      - 4,145,663.015   346,628.926   MT  0.99988975   -1 03 15.7
 HE1185
 HE1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1185!SPC KS S     -   0.99995970  x   0.99996971  =   0.99992941
 HE1185!UTM  15      -   0.99995970  x   0.99988975  =   0.99984945
 HE1185
 HE1185|---------------------------------------------------------------------|
 HE1185| PID    Reference Object                     Distance      Geod. Az  |
 HE1185|                                                           dddmmss.s |
 HE1185| AH5860 PTS A                               399.037 METERS 03200     |
 HE1185| HE1184 PITTPORT                            430.124 METERS 1085233.3 |
 HE1185|---------------------------------------------------------------------|
 HE1185
 HE1185                          SUPERSEDED SURVEY CONTROL
 HE1185
 HE1185  ELLIP H (12/22/97)  256.89   (m)                       GP(       ) 4 1
 HE1185  NAD 83(1997)-  37 26 42.40131(N)    094 44 01.76218(W) AD(       ) 3
 HE1185  NAD 83(1986)-  37 26 42.40478(N)    094 44 01.75298(W) AD(       ) 3
 HE1185  NAD 83(1986)-  37 26 42.41872(N)    094 44 01.77314(W) AD(       ) 3
 HE1185  NGVD 29 (11/05/90)  287.3    (m)          943.     (f) GPS OBS        
 HE1185
 HE1185.Superseded values are not recommended for survey control.
 HE1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1185.See file dsdata.txt to determine how the superseded data were derived.
 HE1185
 HE1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4662945663(NAD 83)
 HE1185_MARKER: I = METAL ROD
 HE1185_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HE1185_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HE1185_STAMPING: PITTPORT AZ MK 1989
 HE1185_MARK LOGO: NGS   
 HE1185_PROJECTION: FLUSH
 HE1185_MAGNETIC: N = NO MAGNETIC MATERIAL
 HE1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE1185+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 HE1185_ROD/PIPE-DEPTH: 7.40 meters
 HE1185_SLEEVE-DEPTH  : 1.00 meters
 HE1185
 HE1185  HISTORY     - Date     Condition        Report By
 HE1185  HISTORY     - 1989     MONUMENTED       NGS
 HE1185  HISTORY     - 19910423 GOOD             NGS
 HE1185  HISTORY     - 19970311 GOOD             NGS
 HE1185  HISTORY     - 19980922 GOOD             NGS
 HE1185  HISTORY     - 20010405 GOOD             LOCSUR
 HE1185  HISTORY     - 20020723 GOOD             NGS
 HE1185  HISTORY     - 20030722 GOOD             KSDT
 HE1185  HISTORY     - 20060621 POOR             MODNR
 HE1185
 HE1185                          STATION DESCRIPTION
 HE1185
 HE1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 HE1185'THE STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) NORTHWEST OF PITTSBURG,
 HE1185'AT THE ATKINSON MUNICIPAL AIRPORT, IN THE NORTHEAST ANGLE OF THE
 HE1185'JUNCTION OF A TAXIWAY AND RUNWAY 03-21.  OWNERSHIP--CITY OF PITTSBURG,
 HE1185'C/O AIRPORT MANAGER GARY IORI, RR 1 BOX 402, PITTSBURG KS 66762.
 HE1185'PHONE (316)231-5760.
 HE1185'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 69, 69
 HE1185'BUSINESS, 160 AND STATE HIGHWAY 57 NEAR THE NORTH EDGE OF PITTSBURG,
 HE1185'GO WEST FOR 0.2 KM (0.10 MI) ON HIGHWAYS 69, 160, AND 57 TO A FORK.
 HE1185'BEAR RIGHT AND CONTINUE WEST FOR 2.2 KM (1.35 MI) ON AIRPORT ROAD TO A
 HE1185'PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) ON
 HE1185'AIRPORT DRIVE TO THE AIRPORT OFFICE ON THE LEFT AND A GATE ON THE
 HE1185'RIGHT.  TURN RIGHT AND GO EAST, THEN NORTH FOR 0.1 KM (0.05 MI),
 HE1185'PASSING THROUGH THE GATE, ON A PAVED DRIVE AND THEN AN APRON TO A
 HE1185'PARALLEL TAXIWAY.  TURN LEFT AND GO WESTERLY FOR 0.2 KM (0.10 MI) ON
 HE1185'THE PARALLEL TAXIWAY TO THE STATION ON THE RIGHT, JUST BEFORE RUNWAY
 HE1185'03-21.
 HE1185'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 HE1185'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 7.4 METERS IN A GREASE
 HE1185'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 HE1185'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 HE1185'29.8 M (97.8 FT) NORTHEAST FROM THE JUNCTION OF THE SOUTHEAST EDGE OF
 HE1185'RUNWAY 03-21 AND THE CENTER OF A TAXIWAY, 24.4 M (80.1 FT)
 HE1185'NORTH-NORTHEAST FROM THE CENTER OF A PARALLEL TAXIWAY AND 13.0 M
 HE1185'(42.7 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY 03-21.
 HE1185'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 HE1185
 HE1185                          STATION RECOVERY (1991)
 HE1185
 HE1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HE1185'RECOVERED IN GOOD CONDITION.
 HE1185
 HE1185                          STATION RECOVERY (1997)
 HE1185
 HE1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HE1185'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF PITTSBURG, AT
 HE1185'THE ATKINSON MUNICIPAL AIRPORT, IN THE NORTHEAST QUADRANT OF THE
 HE1185'JUNCTION OF A TAXI LEADING NORTHWEST FROM THE APRON AND RUNWAY 3-21.
 HE1185'OWNERSHIP--CITY OF PITTSBURG.  AIRPORT MANAGER IS GARY IORI, 3510
 HE1185'AIRPORT DRIVE, PITTSBURG KS 66762, PHONE 316-231-5760.  TO REACH FROM
 HE1185'THE JUNCTION OF U.S. HIGHWAYS 160, 69 AND 69 BUSINESS, AND STATE
 HE1185'HIGHWAY 57 NEAR THE NORTH END OF PITTSBURG, GO WEST ON HIGHWAYS 69,
 HE1185'160 AND 57 FOR 0.20 KM (0.10 MI) TO A PAVED Y-JUNCTION.  BEAR RIGHT,
 HE1185'WEST ON ATKINSON AVENUE FOR 2.2 KM (1.35 MI) TO A PAVED ROAD RIGHT.
 HE1185'TURN RIGHT, NORTH ON AIRPORT DRIVE FOR 0.3 KM (0.20 MI) TO THE AIRPORT
 HE1185'OFFICE AND TERMINAL ON THE LEFT AND A GATE ON THE RIGHT. TURN RIGHT,
 HE1185'EAST, PASSING THROUGH THE GATE, THEN LEFT, NORTH ACROSS THE APRON FOR
 HE1185'0.1 KM (0.05 MI) TO A TAXI.  TURN LEFT, NORTHWEST ALONG THE TAXI FOR
 HE1185'0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH
 HE1185'HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE FILLED
 HE1185'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP
 HE1185'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND.  IT IS 24.4 M (80.1
 HE1185'FT) NORTH-NORTHEAST OF THE CENTER OF TAXI, 24.3 M (79.7 FT) SOUTHEAST
 HE1185'OF THE CENTER OF RUNWAY, 13.0 M (42.7 FT) SOUTHEAST OF THE RUNWAY EDGE
 HE1185'STRIPE, 9.2 M (30.2 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVED
 HE1185'RUNWAY SHOULDER AND 6.7 M (22.0 FT) SOUTHEAST OF THE FIRST TAXI LIGHT
 HE1185'(111) AT THE RUNWAY. NOTE--THIS STATION IS DESIGNATED AS THE PRIMARY
 HE1185'AIRPORT CONTROL STATION.
 HE1185
 HE1185                          STATION RECOVERY (1998)
 HE1185
 HE1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (KRN)
 HE1185'RECOVERED AS DESCRIBED.  THIS STATION IS THE PRIMARY AIRPORT CONTROL
 HE1185'STATION (PACS) FOR THIS AIRPORT.
 HE1185
 HE1185                          STATION RECOVERY (2001)
 HE1185
 HE1185'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KJD)
 HE1185'RECOVERED IN GOOD CONDITION.
 HE1185
 HE1185                          STATION RECOVERY (2002)
 HE1185
 HE1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 HE1185'RECOVERED AS DESCRIBED.  NOTE--AREA CODE IS 620.  THE STATION IS A
 HE1185'PRIMARY AIRPORT
 HE1185'CONTROL STATION.
 HE1185' 
 HE1185'
 HE1185
 HE1185                          STATION RECOVERY (2003)
 HE1185
 HE1185'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2003 (MRD)
 HE1185'RECOVERED AS DESCRIBED.
 HE1185
 HE1185                          STATION RECOVERY (2006)
 HE1185
 HE1185'RECOVERY NOTE BY MO DEPT OF NAT RES 2006 (MJC)
 HE1185'THE AIRPORT MANAGER SAID THE MARK WAS REMOVED DURING RUNWAY
 HE1185'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0241 ***********************************************************************
 HE0241  DESIGNATION -  PITTSBURG
 HE0241  PID         -  HE0241
 HE0241  STATE/COUNTY-  KS/CRAWFORD
 HE0241  USGS QUAD   -  PITTSBURG (1978)
 HE0241
 HE0241                         *CURRENT SURVEY CONTROL
 HE0241  ___________________________________________________________________
 HE0241* NAD 83(1986)-  37 24 53.     (N)    094 42 10.     (W)     SCALED    
 HE0241* NAVD 88     -       286.918  (meters)     941.33   (feet)  ADJUSTED  
 HE0241  ___________________________________________________________________
 HE0241  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HE0241  DYNAMIC HT  -         286.691 (meters)     940.59  (feet)  COMP
 HE0241  MODELED GRAV-     979,830.9   (mgal)                       NAVD 88
 HE0241
 HE0241  VERT ORDER  -  SECOND    CLASS 0
 HE0241
 HE0241.The horizontal coordinates were scaled from a topographic map and have
 HE0241.an estimated accuracy of +/- 6 seconds.
 HE0241
 HE0241.The orthometric height was determined by differential leveling
 HE0241.and adjusted by the National Geodetic Survey in June 1991..
 HE0241
 HE0241.The geoid height was determined by GEOID03.
 HE0241
 HE0241.The dynamic height is computed by dividing the NAVD 88
 HE0241.geopotential number by the normal gravity value computed on the
 HE0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0241.degrees latitude (g = 980.6199 gals.).
 HE0241
 HE0241.The modeled gravity was interpolated from observed gravity values.
 HE0241
 HE0241;                    North         East    Units  Estimated Accuracy
 HE0241;SPC KS S     -   489,870.      736,050.      MT  (+/- 180 meters Scaled)
 HE0241
 HE0241                          SUPERSEDED SURVEY CONTROL
 HE0241
 HE0241  NGVD 29 (??/??/92)  286.801  (m)          940.95   (f) ADJ UNCH    2 0
 HE0241
 HE0241.Superseded values are not recommended for survey control.
 HE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0241.See file dsdata.txt to determine how the superseded data were derived.
 HE0241
 HE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB493422(NAD 83)
 HE0241_MARKER: DB = BENCH MARK DISK
 HE0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0241_STAMPING: PITTSBURG 1934
 HE0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0241+STABILITY: SURFACE MOTION
 HE0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HE0241+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 HE0241
 HE0241  HISTORY     - Date     Condition        Report By
 HE0241  HISTORY     - 1934     MONUMENTED       CGS
 HE0241  HISTORY     - 1935     GOOD             NGS
 HE0241  HISTORY     - 20010405 GOOD             LOCSUR
 HE0241  HISTORY     - 20050802 GOOD             GEOCAC
 HE0241
 HE0241                          STATION DESCRIPTION
 HE0241
 HE0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0241'AT PITTSBURG.
 HE0241'AT PITTSBURG, CRAWFORD COUNTY, AT THE POST OFFICE, 36 FEET NORTH
 HE0241'OF THE CENTER OF THE WEST ENTRANCE, AND 1 FOOT WEST OF THE WEST
 HE0241'FACE OF THE BUILDING.  A STANDARD DISK SET IN THE TOP OF A
 HE0241'CONCRETE POST.
 HE0241
 HE0241                          STATION RECOVERY (2001)
 HE0241
 HE0241'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KJD)
 HE0241'RECOVERED IN GOOD CONDITION.
 HE0241
 HE0241                          STATION RECOVERY (2005)
 HE0241
 HE0241'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1027 ***********************************************************************
 HE1027  DESIGNATION -  PITTSBURG 2
 HE1027  PID         -  HE1027
 HE1027  STATE/COUNTY-  KS/CRAWFORD
 HE1027  USGS QUAD   -  PITTSBURG (1978)
 HE1027
 HE1027                         *CURRENT SURVEY CONTROL
 HE1027  ___________________________________________________________________
 HE1027* NAD 83(1997)-  37 26 09.28940(N)    094 42 18.76875(W)     ADJUSTED  
 HE1027* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 HE1027  ___________________________________________________________________
 HE1027  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HE1027  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HE1027
 HE1027  HORZ ORDER  -  SECOND
 HE1027
 HE1027.The horizontal coordinates were established by classical geodetic methods
 HE1027.and adjusted by the National Geodetic Survey in October 1998..
 HE1027
 HE1027.The orthometric height was scaled from a topographic map.
 HE1027
 HE1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1027
 HE1027.The geoid height was determined by GEOID03.
 HE1027
 HE1027;                    North         East     Units Scale Factor Converg.
 HE1027;SPC KS S     -   492,208.247   735,739.806   MT  0.99997104   +2 19 55.2
 HE1027;SPC MO W     -   140,864.824   831,839.462   MT  0.99994524   -0 07 29.1
 HE1027;UTM  15      - 4,144,596.322   349,141.459   MT  0.99988034   -1 02 12.3
 HE1027
 HE1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1027!SPC KS S     -   0.99995959  x   0.99997104  =   0.99993063
 HE1027!SPC MO W     -   0.99995959  x   0.99994524  =   0.99990483
 HE1027!UTM  15      -   0.99995959  x   0.99988034  =   0.99983993
 HE1027
 HE1027                          SUPERSEDED SURVEY CONTROL
 HE1027
 HE1027  NAD 83(1997)-  37 26 09.29604(N)    094 42 18.76950(W) AD(       ) 2
 HE1027  NAD 83(1986)-  37 26 09.30119(N)    094 42 18.76277(W) AD(       ) 2
 HE1027  NAD 27      -  37 26 09.12170(N)    094 42 17.90437(W) AD(       ) 2
 HE1027
 HE1027.Superseded values are not recommended for survey control.
 HE1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1027.See file dsdata.txt to determine how the superseded data were derived.
 HE1027
 HE1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4914144596(NAD 83)
 HE1027_MARKER: DR = REFERENCE MARK DISK
 HE1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1027
 HE1027  HISTORY     - Date     Condition        Report By
 HE1027  HISTORY     - 1965     MONUMENTED       CGS
 HE1027
 HE1027                          STATION DESCRIPTION
 HE1027
 HE1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1027'LOCATED 1-1/2 MILES NORTH OF THE CENTER OF PITTSBURG, 78 FEET
 HE1027'WEST OF THE CENTERLINE OF U.S. HIGHWAY 69, 33.5 FEET SOUTH OF THE
 HE1027'SOUTHEAST CORNER OF THE BUTLER BUILDING SUPPLY OFFICE.
 HE1027'
 HE1027'STATION MARK IS A STANDARD DISK STAMPED PITTSBURG 2 1964, SET
 HE1027'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE1027'SURFACE OF A MACADAM PARKING AREA.  IT IS 43 FEET WEST OF A
 HE1027'POWER LINE POLE WITH A STREET LAMP.
 HE1027'
 HE1027'A TRAVERSE CONNECTION WAS MADE TO PITTSBURG 2 RM 4 1964, THE
 HE1027'DISTANCE BEING 30.776 M. (100.97 FT.) NORTH-NORTHEAST OF
 HE1027'PITTSBURG 2 RM 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1018 ***********************************************************************
 HE1018  DESIGNATION -  PITTSBURG 2 RM 4
 HE1018  PID         -  HE1018
 HE1018  STATE/COUNTY-  KS/CRAWFORD
 HE1018  USGS QUAD   -  PITTSBURG (1978)
 HE1018
 HE1018                         *CURRENT SURVEY CONTROL
 HE1018  ___________________________________________________________________
 HE1018* NAD 83(1997)-  37 26 08.43907(N)    094 42 19.42457(W)     ADJUSTED  
 HE1018* NAVD 88     -       289.3    (meters)     949.     (feet)  VERTCON   
 HE1018  ___________________________________________________________________
 HE1018  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HE1018  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HE1018
 HE1018  HORZ ORDER  -  SECOND
 HE1018
 HE1018.The horizontal coordinates were established by classical geodetic methods
 HE1018.and adjusted by the National Geodetic Survey in October 1998..
 HE1018
 HE1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1018
 HE1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1018
 HE1018.The geoid height was determined by GEOID03.
 HE1018
 HE1018;                    North         East     Units Scale Factor Converg.
 HE1018;SPC KS S     -   492,181.398   735,724.764   MT  0.99997107   +2 19 54.8
 HE1018;SPC MO W     -   140,838.646   831,823.284   MT  0.99994524   -0 07 29.5
 HE1018;UTM  15      - 4,144,570.406   349,124.867   MT  0.99988040   -1 02 12.7
 HE1018
 HE1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1018!SPC KS S     -   0.99995940  x   0.99997107  =   0.99993047
 HE1018!SPC MO W     -   0.99995940  x   0.99994524  =   0.99990464
 HE1018!UTM  15      -   0.99995940  x   0.99988040  =   0.99983980
 HE1018
 HE1018|---------------------------------------------------------------------|
 HE1018| PID    Reference Object                     Distance      Geod. Az  |
 HE1018|                                                           dddmmss.s |
 HE1018| HE1027 PITTSBURG 2                          30.776 METERS 03135     |
 HE1018| HE1028 PITTSBURG RM 1                       81.338 METERS 04643     |
 HE1018| CN7700 PITTSBURG 2 AZ MK                                  0494233.8 |
 HE1018| CN7701 PITTSBURG 2 RM 3                     31.885 METERS 11237     |
 HE1018|---------------------------------------------------------------------|
 HE1018
 HE1018                          SUPERSEDED SURVEY CONTROL
 HE1018
 HE1018  NAD 83(1997)-  37 26 08.44570(N)    094 42 19.42532(W) AD(       ) 2
 HE1018  NAD 83(1986)-  37 26 08.45086(N)    094 42 19.41858(W) AD(       ) 2
 HE1018  NAD 27      -  37 26 08.27137(N)    094 42 18.56017(W) AD(       ) 2
 HE1018  NGVD 29 (07/19/86)  289.2    (m)          949.     (f) VERT ANG       
 HE1018
 HE1018.Superseded values are not recommended for survey control.
 HE1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1018.See file dsdata.txt to determine how the superseded data were derived.
 HE1018
 HE1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4912544570(NAD 83)
 HE1018_MARKER: DR = REFERENCE MARK DISK
 HE1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1018
 HE1018  HISTORY     - Date     Condition        Report By
 HE1018  HISTORY     - 1965     MONUMENTED       CGS
 HE1018  HISTORY     - 1966     GOOD             CGS
 HE1018
 HE1018                          STATION DESCRIPTION
 HE1018
 HE1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1018'THE STATION IS 1-1/2 MILES NORTH OF THE CENTER OF PITTSBURG,
 HE1018'131 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 69 (N. BROADWAY),
 HE1018'131 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUTLER
 HE1018'BUILDING SUPPLY OFFICE, BETWEEN AN ALLEY LEADING WEST AND THE
 HE1018'DRIVEWAY ENTRANCE TO THE OFFICE OF LEE CRONISTER AND SONS
 HE1018'BUILDING SUPPLY, AND ON PROPERTY OWNED BY LEE CRONISTER AND SON.
 HE1018'
 HE1018'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160,
 HE1018'69 AND STATE HIGHWAY 126, AT 4TH STREET AND N. BROADWAY IN
 HE1018'DOWNTOWN PITTSBURG, GO NORTH ON HIGHWAY 69 (N. BROADWAY) FOR
 HE1018'1.7 MILES TO THE BUTLER SUPPLY OFFICE AND THE STATION ON THE
 HE1018'LEFT.
 HE1018'
 HE1018'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 HE1018'PITTSBURG 2 NO 4 1964.  THE SURFACE DISK IS SET IN THE TOP
 HE1018'OF A 12-INCH SQUARE CONCRETE POST 1 INCH BELOW THE SURFACE
 HE1018'OF THE GROUND.  IT IS 105.5 FEET NORTHWEST OF A POWER LINE POLE
 HE1018'WITH A STREET LAMP, 74 FEET NORTHWEST OF A POWER LINE POLE, AND
 HE1018'58.5 FEET NORTH OF THE CENTERLINE OF THE ALLEY.  THE UNDERGROUND
 HE1018'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 HE1018'THE GROUND SURFACE.
 HE1018'
 HE1018'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PITTSBURG NO 1
 HE1018'1935, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HE1018'PROJECTS 1 FOOT.  IT IS 62.5 FEET EAST OF THE CENTERLINE OF
 HE1018'HIGHWAY 69, 36 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 HE1018'MOTEL, 28 FEET EAST OF A POWER POLE WITH A STREET LAMP, AND 9
 HE1018'FEET NORTH OF THE CENTERLINE OF AN ALLEY.
 HE1018'
 HE1018'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PITTSBURG 2 NO
 HE1018'3 1964, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HE1018'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 35 FEET WEST OF THE
 HE1018'CENTERLINE OF HIGHWAY 69, 12 FEET SOUTHEAST OF A GAS METER,
 HE1018'3 FEET WEST OF THE WEST CURB OF N. BROADWAY AND 2 FEET NORTH
 HE1018'OF A POWER POLE WITH STREET LAMP.
 HE1018'
 HE1018'PITTSBURG 2 IS A STANDARD DISK STAMPED PITTSBURG 2 1964,
 HE1018'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH
 HE1018'THE SURFACE OF A MACADAM PARKING AREA.  IT IS 78 FEET WEST OF
 HE1018'THE CENTERLINE OF HIGHWAY 69, 43 FEET WEST OF A POWER POLE WITH
 HE1018'STREET LAMP AND 33.5 FEET SOUTH OF THE SOUTHEAST CORNER OF
 HE1018'THE BUTLER SUPPLY BUILDING.
 HE1018'
 HE1018'AZIMUTH MARK IS A STANDARD DISK STAMPED PITTSBURG 2 1964,
 HE1018'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH
 HE1018'THE SURFACE OF THE GROUND.  IT IS 64.5 FEET SOUTHEAST OF THE
 HE1018'SOUTHEAST CORNER OF HOUSE NO. 171, 56 FEET WEST OF A GAS
 HE1018'METER, 24.5 FEET NORTH OF THE CENTERLINE OF ATKANSIN STREET,
 HE1018'AND 1 FOOT SOUTH OF A POWER POLE.
 HE1018'
 HE1018'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 HE1018'69 FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON E.
 HE1018'ATKANSIN STREET FOR 0.3 MILE TO THE MARK ON THE LEFT.
 HE1018'
 HE1018'NOTE- SEE RECOVERY NOTE FOR PITTSBURG 1935.
 HE1018'
 HE1018'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HE1018
 HE1018                          STATION RECOVERY (1966)
 HE1018
 HE1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1018'STATION RECOVERED AS DESCRIBED IN 1965 BY J.C. CHILDS.  ALL
 HE1018'MARKS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1008 ***********************************************************************
 HE1008  DESIGNATION -  PITTSBURG FREETO CONSTR MAST
 HE1008  PID         -  HE1008
 HE1008  STATE/COUNTY-  KS/CRAWFORD
 HE1008  USGS QUAD   -  PITTSBURG (1978)
 HE1008
 HE1008                         *CURRENT SURVEY CONTROL
 HE1008  ___________________________________________________________________
 HE1008* NAD 83(1997)-  37 25 51.37847(N)    094 42 50.35432(W)     ADJUSTED  
 HE1008* NAVD 88     -                                                        
 HE1008  ___________________________________________________________________
 HE1008  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 HE1008  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HE1008
 HE1008  HORZ ORDER  -  THIRD
 HE1008
 HE1008.The horizontal coordinates were established by classical geodetic methods
 HE1008.and adjusted by the National Geodetic Survey in October 1998..
 HE1008
 HE1008
 HE1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1008
 HE1008.The geoid height was determined by GEOID03.
 HE1008
 HE1008;                    North         East     Units Scale Factor Converg.
 HE1008;SPC KS S     -   491,624.977   734,986.399   MT  0.99997177   +2 19 35.8
 HE1008;SPC MO W     -   140,314.400   831,061.766   MT  0.99994559   -0 07 48.2
 HE1008;UTM  15      - 4,144,058.379   348,355.151   MT  0.99988327   -1 02 31.1
 HE1008
 HE1008                          SUPERSEDED SURVEY CONTROL
 HE1008
 HE1008  NAD 83(1997)-  37 25 51.38511(N)    094 42 50.35502(W) AD(       ) 4
 HE1008  NAD 83(1986)-  37 25 51.39044(N)    094 42 50.34818(W) AD(       ) 4
 HE1008  NAD 27      -  37 25 51.21128(N)    094 42 49.48799(W) AD(       ) 3
 HE1008
 HE1008.Superseded values are not recommended for survey control.
 HE1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1008.See file dsdata.txt to determine how the superseded data were derived.
 HE1008
 HE1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4835544058(NAD 83)
 HE1008_MARKER: 42 = RADIO/TV MAST
 HE1008
 HE1008  HISTORY     - Date     Condition        Report By
 HE1008  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1008
 HE1008                          STATION DESCRIPTION
 HE1008
 HE1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1008'THE STATION IS THE CENTER OF THE TOP OF A 250 FOOT HIGH STEEL
 HE1008'MAST, LOCATED ABOUT 1-1/2 MILES NORTH-NORTHWEST OF PITTSBURG,
 HE1008'0.3 MILE NORTH-NORTHWEST OF THE INTERSECTION OF WEST 20TH
 HE1008'STREET AND U.S. HIGHWAY 69.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1007 ***********************************************************************
 HE1007  DESIGNATION -  PITTSBURG HOTEL BESSE FLAGPOLE
 HE1007  PID         -  HE1007
 HE1007  STATE/COUNTY-  KS/CRAWFORD
 HE1007  USGS QUAD   -  PITTSBURG (1978)
 HE1007
 HE1007                         *CURRENT SURVEY CONTROL
 HE1007  ___________________________________________________________________
 HE1007* NAD 83(1997)-  37 24 40.40967(N)    094 42 13.39813(W)     ADJUSTED  
 HE1007* NAVD 88     -                                                        
 HE1007  ___________________________________________________________________
 HE1007  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 HE1007  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HE1007
 HE1007  HORZ ORDER  -  THIRD
 HE1007
 HE1007.The horizontal coordinates were established by classical geodetic methods
 HE1007.and adjusted by the National Geodetic Survey in October 1998..
 HE1007
 HE1007
 HE1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1007
 HE1007.The geoid height was determined by GEOID03.
 HE1007
 HE1007;                    North         East     Units Scale Factor Converg.
 HE1007;SPC KS S     -   489,475.862   735,983.257   MT  0.99997472   +2 19 58.5
 HE1007;SPC MO W     -   138,124.592   831,965.564   MT  0.99994518   -0 07 25.6
 HE1007;UTM  15      - 4,141,854.608   349,223.935   MT  0.99988003   -1 02 06.9
 HE1007
 HE1007                          SUPERSEDED SURVEY CONTROL
 HE1007
 HE1007  NAD 83(1997)-  37 24 40.41605(N)    094 42 13.39832(W) AD(       ) 4
 HE1007  NAD 83(1986)-  37 24 40.42168(N)    094 42 13.39154(W) AD(       ) 4
 HE1007  NAD 27      -  37 24 40.23685(N)    094 42 12.53672(W) AD(       ) 3
 HE1007
 HE1007.Superseded values are not recommended for survey control.
 HE1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1007.See file dsdata.txt to determine how the superseded data were derived.
 HE1007
 HE1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4922441855(NAD 83)
 HE1007_MARKER: 83 = FLAGSTAFF
 HE1007
 HE1007  HISTORY     - Date     Condition        Report By
 HE1007  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1007  HISTORY     - 1965     GOOD             CGS
 HE1007  HISTORY     - 1966     GOOD             CGS
 HE1007
 HE1007                          STATION DESCRIPTION
 HE1007
 HE1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1007'THIS INTERSECTION IS THE BASE OF THE FLAGSTAFF ON TOP OF
 HE1007'HOTEL BESSE.  THE HOTEL IS A RED BRICK BUILDING TRIMMED IN
 HE1007'WHITE STONE.  THE BUILDING IS BUILT UP IN STEPS ON THE E
 HE1007'AND W SIDES, MAKING THE CENTRAL PART HIGHER THAN THE REST
 HE1007'(13 FLOORS).  THERE IS A 25-FOOT FLAGSTAFF AT ABOUT THE
 HE1007'CENTER OF THE ROOF OF THE HIGHEST PART OF THE BUILDING.  A
 HE1007'SIGN, LIGHTED AT NIGHT READS HOTEL ON THE E AND W SIDES AND
 HE1007'BESSE ON THE N AND S SIDES.  THE BUILDING IS ABOUT 150 FEET
 HE1007'HIGH AND IS THE HIGHEST AND MOST PROMINENT BUILDING IN TOWN.
 HE1007'
 HE1007'THE HOTEL IS ABOUT IN THE CENTER OF PITTSBURG, AT THE NW
 HE1007'CORNER OF E 4TH STREET AND N LOCUST STREET.  LOCUST STREET
 HE1007'IS ONE BLOCK E OF THE MAIN STREET OF TOWN.
 HE1007'
 HE1007'THERE IS A STACK ON THE E SIDE OF THE HIGHEST PART OF THE
 HE1007'BUILDING.
 HE1007
 HE1007                          STATION RECOVERY (1965)
 HE1007
 HE1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1007'THE STATION WAS RECOVERED IN GOOD CONDITION.
 HE1007
 HE1007                          STATION RECOVERY (1966)
 HE1007
 HE1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1007'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1020 ***********************************************************************
 HE1020  DESIGNATION -  PITTSBURG KGE RADIO MAST
 HE1020  PID         -  HE1020
 HE1020  STATE/COUNTY-  KS/CRAWFORD
 HE1020  USGS QUAD   -  PITTSBURG (1978)
 HE1020
 HE1020                         *CURRENT SURVEY CONTROL
 HE1020  ___________________________________________________________________
 HE1020* NAD 83(1997)-  37 24 29.80930(N)    094 42 13.38526(W)     ADJUSTED  
 HE1020* NAVD 88     -                                                        
 HE1020  ___________________________________________________________________
 HE1020  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HE1020  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HE1020
 HE1020  HORZ ORDER  -  THIRD
 HE1020
 HE1020.The horizontal coordinates were established by classical geodetic methods
 HE1020.and adjusted by the National Geodetic Survey in October 1998..
 HE1020
 HE1020
 HE1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1020
 HE1020.The geoid height was determined by GEOID03.
 HE1020
 HE1020;                    North         East     Units Scale Factor Converg.
 HE1020;SPC KS S     -   489,149.353   735,996.876   MT  0.99997518   +2 19 58.5
 HE1020;SPC MO W     -   137,797.808   831,965.174   MT  0.99994518   -0 07 25.5
 HE1020;UTM  15      - 4,141,527.893   349,218.348   MT  0.99988005   -1 02 06.7
 HE1020
 HE1020                          SUPERSEDED SURVEY CONTROL
 HE1020
 HE1020  NAD 83(1997)-  37 24 29.81570(N)    094 42 13.38587(W) AD(       ) 4
 HE1020  NAD 83(1986)-  37 24 29.82131(N)    094 42 13.37913(W) AD(       ) 4
 HE1020  NAD 27      -  37 24 29.63886(N)    094 42 12.52190(W) AD(       ) 3
 HE1020
 HE1020.Superseded values are not recommended for survey control.
 HE1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1020.See file dsdata.txt to determine how the superseded data were derived.
 HE1020
 HE1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4921841528(NAD 83)
 HE1020_MARKER: 42 = RADIO/TV MAST
 HE1020
 HE1020  HISTORY     - Date     Condition        Report By
 HE1020  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1020  HISTORY     - 20050803 GOOD             GEOCAC
 HE1020
 HE1020                          STATION DESCRIPTION
 HE1020
 HE1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1020'THE STATION IS THE CENTER OF THE TOP OF A 200 FOOT HIGH, STEEL
 HE1020'MAST OWNED BY THE KANSAS GAS AND ELECTRIC COMPANY, LOCATED
 HE1020'NEAR THE CENTER OF TOWN BETWEEN SOUTH LOCUST AND EAST 1ST
 HE1020'STREETS.
 HE1020
 HE1020                          STATION RECOVERY (2005)
 HE1020
 HE1020'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1020'ACCORDING TO THE FCC TOWER DATABASE THIS MAST WAS CONSTRUCTED IN 1955,
 HE1020'IS 65.5 METERS HIGH, AND OWNED BY THE CITY OF PITTSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1015 ***********************************************************************
 HE1015  DESIGNATION -  PITTSBURG LADY LOURDES CATH CH
 HE1015  PID         -  HE1015
 HE1015  STATE/COUNTY-  KS/CRAWFORD
 HE1015  USGS QUAD   -  PITTSBURG (1978)
 HE1015
 HE1015                         *CURRENT SURVEY CONTROL
 HE1015  ___________________________________________________________________
 HE1015* NAD 83(1997)-  37 24 58.27806(N)    094 42 11.11584(W)     ADJUSTED  
 HE1015* NAVD 88     -                                                        
 HE1015  ___________________________________________________________________
 HE1015  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 HE1015  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 HE1015
 HE1015  HORZ ORDER  -  THIRD
 HE1015
 HE1015.The horizontal coordinates were established by classical geodetic methods
 HE1015.and adjusted by the National Geodetic Survey in October 1998..
 HE1015
 HE1015
 HE1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1015
 HE1015.The geoid height was determined by GEOID03.
 HE1015
 HE1015;                    North         East     Units Scale Factor Converg.
 HE1015;SPC KS S     -   490,028.546   736,016.908   MT  0.99997397   +2 19 59.9
 HE1015;SPC MO W     -   138,675.309   832,022.872   MT  0.99994516   -0 07 24.2
 HE1015;UTM  15      - 4,142,404.308   349,289.993   MT  0.99987979   -1 02 06.0
 HE1015
 HE1015                          SUPERSEDED SURVEY CONTROL
 HE1015
 HE1015  NAD 83(1997)-  37 24 58.28434(N)    094 42 11.11584(W) AD(       ) 4
 HE1015  NAD 83(1986)-  37 24 58.28991(N)    094 42 11.10915(W) AD(       ) 4
 HE1015  NAD 27      -  37 24 58.10889(N)    094 42 10.25354(W) AD(       ) 3
 HE1015
 HE1015.Superseded values are not recommended for survey control.
 HE1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1015.See file dsdata.txt to determine how the superseded data were derived.
 HE1015
 HE1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4929042404(NAD 83)
 HE1015_MARKER: 90 = CHURCH SPIRE
 HE1015
 HE1015  HISTORY     - Date     Condition        Report By
 HE1015  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1015  HISTORY     - 1965     GOOD             CGS
 HE1015  HISTORY     - 1966     GOOD             CGS
 HE1015  HISTORY     - 20050802 GOOD             GEOCAC
 HE1015
 HE1015                          STATION DESCRIPTION
 HE1015
 HE1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1015'THIS INTERSECTION STATION IS THE BASE OF THE CROSS ON THE
 HE1015'SPIRE OF OUR LADY OF LOURDES CATHOLIC CHURCH.  THE CHURCH
 HE1015'IS A WHITE STONE BUILDING WITH A SQUARE WHITE STONE TOWER
 HE1015'AT THE S CENTER OVER ENTRANCE.  THERE IS A STATUE OF THE
 HE1015'VIRGIN-MARY IN AN ALCOVE ON THE S SIDE OF THE TOWER.  THE
 HE1015'TOWER HAS THREE SMALL LOUVERED WINDOWS ON THE S SIDE ABOVE
 HE1015'THE STATUE.  THE TOWER HAS BUTTRESS CORNERS DECREASING IN
 HE1015'SIZE TOWARD THE TOP.  THE UPPER PART OF THE TOWER IS AN
 HE1015'OCTAGONAL BELFRY WITH A LARGE LOUVERED WINDOW ON EACH SIDE.
 HE1015'THE TOWER IS SURMOUNTED BY AN OCTAGONAL RED SHINGLE COVERED
 HE1015'SPIRE WITH A LARGE GREEN CROSS AT THE TIP.  THE CROSS HAS
 HE1015'A LARGE SQUARE BASE.  THE STONE WALLS OF THE TOWER ARE
 HE1015'BUILT UP TO FORM TRIANGULAR DORMERS ON EACH SIDE OF THE
 HE1015'SPIRE.  THE TOWER AND SPIRE ARE ABOUT 125 FEET HIGH AND
 HE1015'IS ONE OF THE MOST PROMINENT OBJECTS IN PITTSBURG.  THE
 HE1015'CHURCH WAS ERECTED IN 1904.
 HE1015'
 HE1015'THE CHURCH IS AT THE N EDGE OF THE BUSINESS SECTION OF PITTSBURG,
 HE1015'AT THE NE CORNER OF N LOCUST STREET AND E 9TH STREET.  LOCUST
 HE1015'STREET IS ONE BLOCK E OF THE MAIN STREET OF TOWN.
 HE1015
 HE1015                          STATION RECOVERY (1965)
 HE1015
 HE1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1015'THE STATION WAS RECOVERED.
 HE1015
 HE1015                          STATION RECOVERY (1966)
 HE1015
 HE1015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1015'THE STATION WAS RECOVERED.
 HE1015
 HE1015                          STATION RECOVERY (2005)
 HE1015
 HE1015'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1026 ***********************************************************************
 HE1026  DESIGNATION -  PITTSBURG N MUNICIPAL TANK
 HE1026  PID         -  HE1026
 HE1026  STATE/COUNTY-  KS/CRAWFORD
 HE1026  USGS QUAD   -  PITTSBURG (1978)
 HE1026
 HE1026                         *CURRENT SURVEY CONTROL
 HE1026  ___________________________________________________________________
 HE1026* NAD 83(1997)-  37 25 38.30693(N)    094 41 56.92924(W)     ADJUSTED  
 HE1026* NAVD 88     -                                                        
 HE1026  ___________________________________________________________________
 HE1026  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HE1026  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HE1026
 HE1026  HORZ ORDER  -  THIRD
 HE1026
 HE1026.The horizontal coordinates were established by classical geodetic methods
 HE1026.and adjusted by the National Geodetic Survey in October 1998..
 HE1026
 HE1026
 HE1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1026
 HE1026.The geoid height was determined by GEOID03.
 HE1026
 HE1026;                    North         East     Units Scale Factor Converg.
 HE1026;SPC KS S     -   491,275.760   736,315.165   MT  0.99997230   +2 20 08.6
 HE1026;SPC MO W     -   139,908.557   832,374.308   MT  0.99994500   -0 07 15.7
 HE1026;UTM  15      - 4,143,631.727   349,660.983   MT  0.99987841   -1 01 58.3
 HE1026
 HE1026                          SUPERSEDED SURVEY CONTROL
 HE1026
 HE1026  NAD 83(1997)-  37 25 38.31332(N)    094 41 56.92980(W) AD(       ) 4
 HE1026  NAD 83(1986)-  37 25 38.31874(N)    094 41 56.92306(W) AD(       ) 4
 HE1026  NAD 27      -  37 25 38.14185(N)    094 41 56.06667(W) AD(       ) 3
 HE1026
 HE1026.Superseded values are not recommended for survey control.
 HE1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1026.See file dsdata.txt to determine how the superseded data were derived.
 HE1026
 HE1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4966143632(NAD 83)
 HE1026_MARKER: 51 = TANK
 HE1026
 HE1026  HISTORY     - Date     Condition        Report By
 HE1026  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1026  HISTORY     - 20050802 GOOD             GEOCAC
 HE1026
 HE1026                          STATION DESCRIPTION
 HE1026
 HE1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1026'THE STATION IS THE CENTER OF THE TOP OF AN OVAL SHAPED TANK,
 HE1026'PAINTED WHITE AND 157 FEET HIGH.  IT IS LOCATED IN THE SOUTHEAST
 HE1026'PART OF TOWN, 0.2 MILE EAST OF SOUTH BROADWAY AND 150 FEET EAST OF
 HE1026'SOUTH JOPLIN STREETS.
 HE1026
 HE1026                          STATION RECOVERY (2005)
 HE1026
 HE1026'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1024 ***********************************************************************
 HE1024  DESIGNATION -  PITTSBURG POL RAD KAB 206 MAST
 HE1024  PID         -  HE1024
 HE1024  STATE/COUNTY-  KS/CRAWFORD
 HE1024  USGS QUAD   -  PITTSBURG (1978)
 HE1024
 HE1024                         *CURRENT SURVEY CONTROL
 HE1024  ___________________________________________________________________
 HE1024* NAD 83(1997)-  37 22 33.71904(N)    094 41 34.98769(W)     ADJUSTED  
 HE1024* NAVD 88     -                                                        
 HE1024  ___________________________________________________________________
 HE1024  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 HE1024  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 HE1024
 HE1024  HORZ ORDER  -  THIRD
 HE1024
 HE1024.The horizontal coordinates were established by classical geodetic methods
 HE1024.and adjusted by the National Geodetic Survey in October 1998..
 HE1024
 HE1024
 HE1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1024
 HE1024.The geoid height was determined by GEOID03.
 HE1024
 HE1024;                    North         East     Units Scale Factor Converg.
 HE1024;SPC KS S     -   485,611.941   737,086.456   MT  0.99998030   +2 20 22.1
 HE1024;SPC MO W     -   134,217.061   832,902.095   MT  0.99994478   -0 07 01.9
 HE1024;UTM  15      - 4,137,932.940   350,098.155   MT  0.99987680   -1 01 40.6
 HE1024
 HE1024                          SUPERSEDED SURVEY CONTROL
 HE1024
 HE1024  NAD 83(1997)-  37 22 33.72551(N)    094 41 34.98830(W) AD(       ) 4
 HE1024  NAD 83(1986)-  37 22 33.73139(N)    094 41 34.98170(W) AD(       ) 4
 HE1024  NAD 27      -  37 22 33.54323(N)    094 41 34.12670(W) AD(       ) 3
 HE1024
 HE1024.Superseded values are not recommended for survey control.
 HE1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1024.See file dsdata.txt to determine how the superseded data were derived.
 HE1024
 HE1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5009837933(NAD 83)
 HE1024_MARKER: 42 = RADIO/TV MAST
 HE1024
 HE1024  HISTORY     - Date     Condition        Report By
 HE1024  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1024
 HE1024                          STATION DESCRIPTION
 HE1024
 HE1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1024'THE STATION IS THE CENTER OF THE TOP OF A 285 FOOT HIGH STEEL
 HE1024'MAST, LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF PITTSBURG
 HE1024'AND ABOUT 1 MILE SOUTHEAST OF THE INTERSECTION OF SOUTH
 HE1024'BROADWAY AND CENTENNIAL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1012 ***********************************************************************
 HE1012  DESIGNATION -  PITTSBURG RADIO KOAM S MAST
 HE1012  PID         -  HE1012
 HE1012  STATE/COUNTY-  KS/CRAWFORD
 HE1012  USGS QUAD   -  PITTSBURG (1978)
 HE1012
 HE1012                         *CURRENT SURVEY CONTROL
 HE1012  ___________________________________________________________________
 HE1012* NAD 83(1997)-  37 24 44.11731(N)    094 38 17.09975(W)     ADJUSTED  
 HE1012* NAVD 88     -                                                        
 HE1012  ___________________________________________________________________
 HE1012  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HE1012  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HE1012
 HE1012  HORZ ORDER  -  THIRD
 HE1012
 HE1012.The horizontal coordinates were established by classical geodetic methods
 HE1012.and adjusted by the National Geodetic Survey in October 1998..
 HE1012
 HE1012
 HE1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1012
 HE1012.The geoid height was determined by GEOID03.
 HE1012
 HE1012;                    North         East     Units Scale Factor Converg.
 HE1012;SPC KS S     -   489,828.644   741,784.450   MT  0.99997457   +2 22 23.7
 HE1012;SPC MO W     -   138,228.359   837,776.369   MT  0.99994302   -0 05 02.0
 HE1012;UTM  15      - 4,141,865.924   355,035.222   MT  0.99985886   -0 59 43.4
 HE1012
 HE1012                          SUPERSEDED SURVEY CONTROL
 HE1012
 HE1012  NAD 83(1997)-  37 24 44.12384(N)    094 38 17.10025(W) AD(       ) 4
 HE1012  NAD 83(1986)-  37 24 44.12937(N)    094 38 17.09421(W) AD(       ) 4
 HE1012  NAD 27      -  37 24 43.94685(N)    094 38 16.24093(W) AD(       ) 3
 HE1012
 HE1012.Superseded values are not recommended for survey control.
 HE1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1012.See file dsdata.txt to determine how the superseded data were derived.
 HE1012
 HE1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5503541866(NAD 83)
 HE1012_MARKER: 42 = RADIO/TV MAST
 HE1012
 HE1012  HISTORY     - Date     Condition        Report By
 HE1012  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1012
 HE1012                          STATION DESCRIPTION
 HE1012
 HE1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1012'THE STATION IS THE CENTER OF THE TOP OF THE SOUTH ONE OF THREE
 HE1012'290 FOOT HIGH STEEL MASTS, LOCATED 3.6 MILES EAST OF PITTSBURG AND
 HE1012'ON THE NORTH SIDE OF STATE HIGHWAY 126.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1016 ***********************************************************************
 HE1016  DESIGNATION -  PITTSBURG RADIO KOAM CEN MAST
 HE1016  PID         -  HE1016
 HE1016  STATE/COUNTY-  KS/CRAWFORD
 HE1016  USGS QUAD   -  PITTSBURG (1978)
 HE1016
 HE1016                         *CURRENT SURVEY CONTROL
 HE1016  ___________________________________________________________________
 HE1016* NAD 83(1997)-  37 24 46.74840(N)    094 38 15.81844(W)     ADJUSTED  
 HE1016* NAVD 88     -                                                        
 HE1016  ___________________________________________________________________
 HE1016  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HE1016  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HE1016
 HE1016  HORZ ORDER  -  THIRD
 HE1016
 HE1016.The horizontal coordinates were established by classical geodetic methods
 HE1016.and adjusted by the National Geodetic Survey in October 1998..
 HE1016
 HE1016
 HE1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1016
 HE1016.The geoid height was determined by GEOID03.
 HE1016
 HE1016;                    North         East     Units Scale Factor Converg.
 HE1016;SPC KS S     -   489,910.992   741,812.572   MT  0.99997446   +2 22 24.5
 HE1016;SPC MO W     -   138,309.423   837,807.994   MT  0.99994301   -0 05 01.2
 HE1016;UTM  15      - 4,141,946.467   355,068.130   MT  0.99985874   -0 59 42.7
 HE1016
 HE1016                          SUPERSEDED SURVEY CONTROL
 HE1016
 HE1016  NAD 83(1997)-  37 24 46.75494(N)    094 38 15.81900(W) AD(       ) 4
 HE1016  NAD 83(1986)-  37 24 46.76045(N)    094 38 15.81287(W) AD(       ) 4
 HE1016  NAD 27      -  37 24 46.57804(N)    094 38 14.96272(W) AD(       ) 3
 HE1016
 HE1016.Superseded values are not recommended for survey control.
 HE1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1016.See file dsdata.txt to determine how the superseded data were derived.
 HE1016
 HE1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5506841946(NAD 83)
 HE1016_MARKER: 42 = RADIO/TV MAST
 HE1016
 HE1016  HISTORY     - Date     Condition        Report By
 HE1016  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1016
 HE1016                          STATION DESCRIPTION
 HE1016
 HE1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1016'THE STATION IS THE CENTER OF THE TOP OF THE CENTER ONE OF THREE
 HE1016'290 FOOT HIGH STEEL MASTS, LOCATED 3.6 MILES EAST OF PITTSBURG
 HE1016'AND ON THE NORTH SIDE OF STATE HIGHWAY 126.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1019 ***********************************************************************
 HE1019  DESIGNATION -  PITTSBURG RADIO KOAM N MAST
 HE1019  PID         -  HE1019
 HE1019  STATE/COUNTY-  KS/CRAWFORD
 HE1019  USGS QUAD   -  PITTSBURG (1978)
 HE1019
 HE1019                         *CURRENT SURVEY CONTROL
 HE1019  ___________________________________________________________________
 HE1019* NAD 83(1997)-  37 24 49.38357(N)    094 38 14.54293(W)     ADJUSTED  
 HE1019* NAVD 88     -                                                        
 HE1019  ___________________________________________________________________
 HE1019  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 HE1019  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 HE1019
 HE1019  HORZ ORDER  -  THIRD
 HE1019
 HE1019.The horizontal coordinates were established by classical geodetic methods
 HE1019.and adjusted by the National Geodetic Survey in October 1998..
 HE1019
 HE1019
 HE1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1019
 HE1019.The geoid height was determined by GEOID03.
 HE1019
 HE1019;                    North         East     Units Scale Factor Converg.
 HE1019;SPC KS S     -   489,993.459   741,840.546   MT  0.99997434   +2 22 25.3
 HE1019;SPC MO W     -   138,390.613   837,839.477   MT  0.99994300   -0 05 00.5
 HE1019;UTM  15      - 4,142,027.139   355,100.898   MT  0.99985863   -0 59 41.9
 HE1019
 HE1019                          SUPERSEDED SURVEY CONTROL
 HE1019
 HE1019  NAD 83(1997)-  37 24 49.39012(N)    094 38 14.54349(W) AD(       ) 4
 HE1019  NAD 83(1986)-  37 24 49.39560(N)    094 38 14.53733(W) AD(       ) 4
 HE1019  NAD 27      -  37 24 49.21268(N)    094 38 13.68696(W) AD(       ) 3
 HE1019
 HE1019.Superseded values are not recommended for survey control.
 HE1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1019.See file dsdata.txt to determine how the superseded data were derived.
 HE1019
 HE1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5510142027(NAD 83)
 HE1019_MARKER: 42 = RADIO/TV MAST
 HE1019
 HE1019  HISTORY     - Date     Condition        Report By
 HE1019  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1019
 HE1019                          STATION DESCRIPTION
 HE1019
 HE1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1019'THE STATION IS THE CENTER OF THE TOP OF THE NORTH ONE OF THREE
 HE1019'290 FOOT HIGH STEEL MASTS, LOCATED 3.6 MILES EAST OF PITTSBURG
 HE1019'AND ON THE NORTH SIDE OF STATE HIGHWAY 126.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1023 ***********************************************************************
 HE1023  DESIGNATION -  PITTSBURG RADIO STA KSEK MAST
 HE1023  PID         -  HE1023
 HE1023  STATE/COUNTY-  KS/CRAWFORD
 HE1023  USGS QUAD   -  PITTSBURG (1978)
 HE1023
 HE1023                         *CURRENT SURVEY CONTROL
 HE1023  ___________________________________________________________________
 HE1023* NAD 83(1997)-  37 23 44.43499(N)    094 40 42.36408(W)     ADJUSTED  
 HE1023* NAVD 88     -                                                        
 HE1023  ___________________________________________________________________
 HE1023  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 HE1023  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HE1023
 HE1023  HORZ ORDER  -  THIRD
 HE1023
 HE1023.The horizontal coordinates were established by classical geodetic methods
 HE1023.and adjusted by the National Geodetic Survey in October 1998..
 HE1023
 HE1023
 HE1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1023
 HE1023.The geoid height was determined by GEOID03.
 HE1023
 HE1023;                    North         East     Units Scale Factor Converg.
 HE1023;SPC KS S     -   487,843.126   738,290.723   MT  0.99997714   +2 20 54.5
 HE1023;SPC MO W     -   136,394.500   834,200.851   MT  0.99994425   -0 06 30.1
 HE1023;UTM  15      - 4,140,089.303   351,431.271   MT  0.99987189   -1 01 10.3
 HE1023
 HE1023                          SUPERSEDED SURVEY CONTROL
 HE1023
 HE1023  NAD 83(1997)-  37 23 44.44156(N)    094 40 42.36471(W) AD(       ) 4
 HE1023  NAD 83(1986)-  37 23 44.44727(N)    094 40 42.35825(W) AD(       ) 4
 HE1023  NAD 27      -  37 23 44.26366(N)    094 40 41.50474(W) AD(       ) 3
 HE1023
 HE1023.Superseded values are not recommended for survey control.
 HE1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1023.See file dsdata.txt to determine how the superseded data were derived.
 HE1023
 HE1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5143140089(NAD 83)
 HE1023_MARKER: 42 = RADIO/TV MAST
 HE1023
 HE1023  HISTORY     - Date     Condition        Report By
 HE1023  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1023  HISTORY     - 20050803 MARK NOT FOUND   GEOCAC
 HE1023
 HE1023                          STATION DESCRIPTION
 HE1023
 HE1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1023'THE STATION IS THE CENTER OF THE TOP OF A 201 FOOT HIGH, STEEL
 HE1023'MAST, LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF PITTSBURG, ABOUT
 HE1023'250 FEET SOUTH OF EAST QUINCY STREET.
 HE1023
 HE1023                          STATION RECOVERY (2005)
 HE1023
 HE1023'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1023'FROM DATA IN THE FCC DATABASE THE CURRENT MAST WAS ERECTED IN JUNE
 HE1023'1975.  UNABLE TO CONFIRM IF THE TOWER WAS ERECTED IN THE SAME
 HE1023'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1011 ***********************************************************************
 HE1011  DESIGNATION -  PITTSBURG S MUNICIPAL TANK
 HE1011  PID         -  HE1011
 HE1011  STATE/COUNTY-  KS/CRAWFORD
 HE1011  USGS QUAD   -  PITTSBURG (1978)
 HE1011
 HE1011                         *CURRENT SURVEY CONTROL
 HE1011  ___________________________________________________________________
 HE1011* NAD 83(1997)-  37 23 53.32087(N)    094 42 00.74341(W)     ADJUSTED  
 HE1011* NAVD 88     -                                                        
 HE1011  ___________________________________________________________________
 HE1011  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 HE1011  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 HE1011
 HE1011  HORZ ORDER  -  THIRD
 HE1011
 HE1011.The horizontal coordinates were established by classical geodetic methods
 HE1011.and adjusted by the National Geodetic Survey in October 1998..
 HE1011
 HE1011
 HE1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1011
 HE1011.The geoid height was determined by GEOID03.
 HE1011
 HE1011;                    North         East     Units Scale Factor Converg.
 HE1011;SPC KS S     -   488,038.065   736,353.338   MT  0.99997675   +2 20 06.3
 HE1011;SPC MO W     -   136,672.297   832,273.666   MT  0.99994505   -0 07 17.7
 HE1011;UTM  15      - 4,140,397.692   349,508.880   MT  0.99987898   -1 01 58.1
 HE1011
 HE1011                          SUPERSEDED SURVEY CONTROL
 HE1011
 HE1011  NAD 83(1997)-  37 23 53.32730(N)    094 42 00.74401(W) AD(       ) 4
 HE1011  NAD 83(1986)-  37 23 53.33298(N)    094 42 00.73729(W) AD(       ) 4
 HE1011  NAD 27      -  37 23 53.15046(N)    094 41 59.87996(W) AD(       ) 3
 HE1011
 HE1011.Superseded values are not recommended for survey control.
 HE1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1011.See file dsdata.txt to determine how the superseded data were derived.
 HE1011
 HE1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4950940398(NAD 83)
 HE1011_MARKER: 51 = TANK
 HE1011
 HE1011  HISTORY     - Date     Condition        Report By
 HE1011  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1011  HISTORY     - 20050803 GOOD             GEOCAC
 HE1011
 HE1011                          STATION DESCRIPTION
 HE1011
 HE1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1011'THE STATION IS THE CENTER OF THE TOP OF A 158 FOOT HIGH, OVAL
 HE1011'SHAPED TANK, PAINTED WHITE AND LOCATED IN THE NORTHEAST PART
 HE1011'OF TOWN, 150 FEET SOUTH OF EAST 22ND STREET, BETWEEN NORTH JOPLIN
 HE1011'AND NORTH GRAND STREETS.
 HE1011
 HE1011                          STATION RECOVERY (2005)
 HE1011
 HE1011'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1004 ***********************************************************************
 HE1004  DESIGNATION -  PITTSBURG ST HWY DEPT RAD MAST
 HE1004  PID         -  HE1004
 HE1004  STATE/COUNTY-  KS/CRAWFORD
 HE1004  USGS QUAD   -  PITTSBURG (1978)
 HE1004
 HE1004                         *CURRENT SURVEY CONTROL
 HE1004  ___________________________________________________________________
 HE1004* NAD 83(1997)-  37 24 36.98225(N)    094 44 01.68965(W)     ADJUSTED  
 HE1004* NAVD 88     -                                                        
 HE1004  ___________________________________________________________________
 HE1004  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HE1004  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 HE1004
 HE1004  HORZ ORDER  -  THIRD
 HE1004
 HE1004.The horizontal coordinates were established by classical geodetic methods
 HE1004.and adjusted by the National Geodetic Survey in October 1998..
 HE1004
 HE1004
 HE1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1004
 HE1004.The geoid height was determined by GEOID03.
 HE1004
 HE1004;                    North         East     Units Scale Factor Converg.
 HE1004;SPC KS S     -   489,262.316   733,326.711   MT  0.99997487   +2 18 52.0
 HE1004;UTM  15      - 4,141,797.507   346,559.672   MT  0.99989002   -1 03 12.7
 HE1004
 HE1004                          SUPERSEDED SURVEY CONTROL
 HE1004
 HE1004  NAD 83(1997)-  37 24 36.98843(N)    094 44 01.69078(W) AD(       ) 4
 HE1004  NAD 83(1986)-  37 24 36.99431(N)    094 44 01.68345(W) AD(       ) 4
 HE1004  NAD 27      -  37 24 36.80787(N)    094 44 00.83067(W) AD(       ) 3
 HE1004
 HE1004.Superseded values are not recommended for survey control.
 HE1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1004.See file dsdata.txt to determine how the superseded data were derived.
 HE1004
 HE1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4656041798(NAD 83)
 HE1004_MARKER: 42 = RADIO/TV MAST
 HE1004
 HE1004  HISTORY     - Date     Condition        Report By
 HE1004  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1004
 HE1004                          STATION DESCRIPTION
 HE1004
 HE1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1004'THE STATION IS THE CENTER OF THE TOP OF A 155 FOOT HIGH STEEL
 HE1004'MAST, LOCATED ABOUT 1-1/2 MILES WEST OF PITTSBURG AND ABOUT
 HE1004'300 FEET SOUTH OF STATE HIGHWAY 126.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1022 ***********************************************************************
 HE1022  DESIGNATION -  PITTSBURG WS DICKEY MFG CO STK
 HE1022  PID         -  HE1022
 HE1022  STATE/COUNTY-  KS/CRAWFORD
 HE1022  USGS QUAD   -  PITTSBURG (1978)
 HE1022
 HE1022                         *CURRENT SURVEY CONTROL
 HE1022  ___________________________________________________________________
 HE1022* NAD 83(1997)-  37 24 28.31343(N)    094 41 20.08804(W)     ADJUSTED  
 HE1022* NAVD 88     -                                                        
 HE1022  ___________________________________________________________________
 HE1022  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 HE1022  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 HE1022
 HE1022  HORZ ORDER  -  THIRD
 HE1022
 HE1022.The horizontal coordinates were established by classical geodetic methods
 HE1022.and adjusted by the National Geodetic Survey in October 1998..
 HE1022
 HE1022
 HE1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1022
 HE1022.The geoid height was determined by GEOID03.
 HE1022
 HE1022;                    North         East     Units Scale Factor Converg.
 HE1022;SPC KS S     -   489,156.733   737,308.356   MT  0.99997524   +2 20 31.3
 HE1022;SPC MO W     -   137,748.966   833,275.726   MT  0.99994462   -0 06 53.1
 HE1022;UTM  15      - 4,141,458.215   350,527.869   MT  0.99987521   -1 01 34.2
 HE1022
 HE1022                          SUPERSEDED SURVEY CONTROL
 HE1022
 HE1022  NAD 83(1997)-  37 24 28.31965(N)    094 41 20.08788(W) AD(       ) 4
 HE1022  NAD 83(1986)-  37 24 28.32530(N)    094 41 20.08135(W) AD(       ) 4
 HE1022  NAD 27      -  37 24 28.15100(N)    094 41 19.22800(W) AD(       ) 3
 HE1022
 HE1022.Superseded values are not recommended for survey control.
 HE1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1022.See file dsdata.txt to determine how the superseded data were derived.
 HE1022
 HE1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5052841458(NAD 83)
 HE1022_MARKER: 63 = STACK
 HE1022
 HE1022  HISTORY     - Date     Condition        Report By
 HE1022  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1022
 HE1022                          STATION DESCRIPTION
 HE1022
 HE1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1022'THIS INTERSECTION STATION IS THE CENTER OF THE LARGEST AND
 HE1022'TALLEST STACK AT THE KILNS OF THE W.S. DICKEY CLAY MANUFACTURING
 HE1022'COMPANY.  IT IS A ROUND RED BRICK STACK WITH SLIGHT BATTER
 HE1022'AND SLIGHT CORBEL AT THE TOP.  IT HAS AN ENLARGED BAND ABOUT
 HE1022'10 FEET BELOW THE TOP.  IT IS ABOUT 85 FEET HIGH AND IS
 HE1022'QUITE PROMINENT.
 HE1022'
 HE1022'THE STACK IS IN THE SOUTHEASTERN PART OF PITTSBURG, ABOUT
 HE1022'ON THE EXTENSION SOUTHWARD OF TUCKER AVENUE, ABOUT 400 FEET
 HE1022'S OF THE FRISCO RAILROAD TRACK, ON THE E SIDE OF THE MAIN
 HE1022'BUILDING OF THE PLANT, AND ABOUT 200 FEET S OF A LARGE BLACK
 HE1022'OIL STORAGE TANK.
 HE1022'
 HE1022'THERE ARE TWO N-S ROWS OF LOW BRICK STACKS AT BRICK KILNS
 HE1022'ON THE W SIDE OF THE MAIN BUILDING OF THE PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0747 ***********************************************************************
 KG0747  DESIGNATION -  PLAIN
 KG0747  PID         -  KG0747
 KG0747  STATE/COUNTY-  KS/ROOKS
 KG0747  USGS QUAD   -  PLAINVILLE (1978)
 KG0747
 KG0747                         *CURRENT SURVEY CONTROL
 KG0747  ___________________________________________________________________
 KG0747* NAD 83(1997)-  39 09 41.19182(N)    099 18 02.35008(W)     ADJUSTED  
 KG0747* NAVD 88     -       646.     (meters)    2119.     (feet)  SCALED    
 KG0747  ___________________________________________________________________
 KG0747  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 KG0747  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 KG0747
 KG0747  HORZ ORDER  -  THIRD
 KG0747
 KG0747.The horizontal coordinates were established by classical geodetic methods
 KG0747.and adjusted by the National Geodetic Survey in October 1998..
 KG0747
 KG0747.The orthometric height was scaled from a topographic map.
 KG0747
 KG0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0747
 KG0747.The geoid height was determined by GEOID03.
 KG0747
 KG0747;                    North         East     Units Scale Factor Converg.
 KG0747;SPC KS N     -    92,736.524   287,594.196   MT  0.99995806   -0 49 22.6
 KG0747;UTM  14      - 4,334,735.281   474,025.188   MT  0.99960831   -0 11 23.5
 KG0747
 KG0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0747!SPC KS N     -   0.99990268  x   0.99995806  =   0.99986075
 KG0747!UTM  14      -   0.99990268  x   0.99960831  =   0.99951103
 KG0747
 KG0747:                Primary Azimuth Mark                     Grid Az
 KG0747:SPC KS N     -  PLAIN AZ MK                              088 03 15.6
 KG0747:UTM  14      -  PLAIN AZ MK                              087 25 16.5
 KG0747
 KG0747|---------------------------------------------------------------------|
 KG0747| PID    Reference Object                     Distance      Geod. Az  |
 KG0747|                                                           dddmmss.s |
 KG0747| CN9460 PLAIN AZ MK                                        0871353.0 |
 KG0747| CN9462 PLAIN RM 2                            8.811 METERS 09120     |
 KG0747| CN9461 PLAIN RM 1                           19.523 METERS 35928     |
 KG0747|---------------------------------------------------------------------|
 KG0747
 KG0747                          SUPERSEDED SURVEY CONTROL
 KG0747
 KG0747  NAD 83(1986)-  39 09 41.19832(N)    099 18 02.35080(W) AD(       ) 3
 KG0747  NAD 27      -  39 09 41.16500(N)    099 18 00.97800(W) AD(       ) 3
 KG0747
 KG0747.Superseded values are not recommended for survey control.
 KG0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0747.See file dsdata.txt to determine how the superseded data were derived.
 KG0747
 KG0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7402534735(NAD 83)
 KG0747_MARKER: DS = TRIANGULATION STATION DISK
 KG0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0747
 KG0747  HISTORY     - Date     Condition        Report By
 KG0747  HISTORY     - 1950     MONUMENTED       CGS
 KG0747  HISTORY     - 1965     GOOD             CGS
 KG0747
 KG0747                          STATION DESCRIPTION
 KG0747
 KG0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0747'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF PLAINVILLE
 KG0747'AND 0.15 MILE WEST OF U.S. HIGHWAY NO. 183.  IT IS 33.0 FEET
 KG0747'SOUTH OF THE CENTER OF A EAST-WEST ROAD, 12.0 FEET EAST OF
 KG0747'THE CENTER OF A FIELD ENTRANCE, 4.5 FEET WEST OF A WITNESS POST
 KG0747'AND ON THE RIGHT-OF-WAY OF A EAST-WEST ROAD.  IT IS STAMPED
 KG0747'PLAIN 1950 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KG0747'
 KG0747'REFERENCE MARK NO. 1 IS 30.0 FEET NORTH OF THE CENTER OF A
 KG0747'EAST-WEST ROAD, 1.0 FOOT SOUTH OF A FENCE LINE AND ON THE
 KG0747'RIGHT-OF-WAY OF A EAST-WEST ROAD.  IT IS STAMPED PLAIN NO 1
 KG0747'1950 AND PROJECTS 3 INCHES.
 KG0747'
 KG0747'REFERENCE MARK NO. 2 IS 34.0 FEET SOUTH OF THE CENTER OF A
 KG0747'EAST-WEST ROAD AND ON THE RIGHT-OF-WAY OF A EAST-WEST ROAD.  IT
 KG0747'IS STAMPED PLAIN NO 1 1950 AND PROJECTS 4 INCHES.
 KG0747'
 KG0747'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 71.15 FEET.
 KG0747'
 KG0747'THE AZIMUTH MARK IS 20.0 FEET NORTH OF THE CENTER OF A EAST-WEST
 KG0747'ROAD, 1.0 FOOT SOUTH OF A FENCE LINE, 1.0 FOOT WEST OF A WITNESS
 KG0747'POST AND ON THE RIGHT-OF-WAY OF A EAST-WEST ROAD.  IT IS STAMPED
 KG0747'PLAIN 1950 AND PROJECTS 3 INCHES.
 KG0747'
 KG0747'TO REACH THE STATION FROM THE POST OFFICE IN PLAINVILLE, GO
 KG0747'EAST FOR 0.15 MILE TO U.S. HIGHWAY NO. 183, TURN RIGHT AND GO
 KG0747'SOUTH ON U.S. HIGHWAY NO. 183 FOR 5.15 MILES TO CROSSROAD,
 KG0747'TURN RIGHT AND GO WEST FOR 0.15 MILE TO THE STATION ON THE LEFT
 KG0747'AS DESCRIBED.
 KG0747'
 KG0747'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.3
 KG0747'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KG0747
 KG0747                          STATION RECOVERY (1965)
 KG0747
 KG0747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KG0747'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KG0747'RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KG0747'
 KG0747'THE STATION MARK IS 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KG0747'4.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND 2 FEET
 KG0747'NORTH-NORTHEAST OF THE EAST GATE POST OF A WIRE GATE.  IT IS
 KG0747'6-INCHES BELOW THE SURFACE OF THE GROUND.
 KG0747'
 KG0747'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 KG0747'1.5 FEET SOUTH OF THE FENCE LINE AND THE MONUMENT PROJECTS 4-INCHES
 KG0747'ABOVE THE GROUND.
 KG0747'
 KG0747'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KG0747'1 FOOT NORTH OF THE FENCE LINE AND THE MONUMENT PROJECTS 3-INCHES
 KG0747'ABOVE THE GROUND.
 KG0747'
 KG0747'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION, 56 FEET WEST OF
 KG0747'THE CORNER POST OF FENCE AROUND THE OIL STORAGE TANKS, 20 FEET NORTH
 KG0747'OF THE CENTER LINE OF THE ROAD AND 1 FOOT WEST OF A METAL WITNESS
 KG0747'POST.  THE MONUMENT PROJECTS 3 INCHES ABOVE THE GROUND.
 KG0747'
 KG0747'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0940 ***********************************************************************
 HH0940  DESIGNATION -  PLAINS MUNICIPAL WATER TANK
 HH0940  PID         -  HH0940
 HH0940  STATE/COUNTY-  KS/MEADE
 HH0940  USGS QUAD   -  PLAINS (1963)
 HH0940
 HH0940                         *CURRENT SURVEY CONTROL
 HH0940  ___________________________________________________________________
 HH0940* NAD 83(1997)-  37 15 29.56424(N)    100 35 30.86534(W)     ADJUSTED  
 HH0940* NAVD 88     -                                                        
 HH0940  ___________________________________________________________________
 HH0940  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 HH0940  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 HH0940
 HH0940  HORZ ORDER  -  THIRD
 HH0940
 HH0940.The horizontal coordinates were established by classical geodetic methods
 HH0940.and adjusted by the National Geodetic Survey in October 1998..
 HH0940
 HH0940
 HH0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0940
 HH0940.The geoid height was determined by GEOID03.
 HH0940
 HH0940;                    North         East     Units Scale Factor Converg.
 HH0940;SPC KS S     -   467,734.796   214,442.655   MT  1.00000167   -1 17 07.9
 HH0940;UTM  14      - 4,124,704.753   358,833.875   MT  0.99984548   -0 57 50.1
 HH0940
 HH0940                          SUPERSEDED SURVEY CONTROL
 HH0940
 HH0940  NAD 83(1997)-  37 15 29.57143(N)    100 35 30.86542(W) AD(       ) 4
 HH0940  NAD 83(1986)-  37 15 29.57030(N)    100 35 30.86412(W) AD(       ) 4
 HH0940  NAD 27      -  37 15 29.47692(N)    100 35 29.31256(W) AD(       ) 3
 HH0940
 HH0940.Superseded values are not recommended for survey control.
 HH0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0940.See file dsdata.txt to determine how the superseded data were derived.
 HH0940
 HH0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG5883424705(NAD 83)
 HH0940_MARKER: 51 = TANK
 HH0940_SETTING: 0 = UNSPECIFIED SETTING
 HH0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HH0940+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HH0940
 HH0940  HISTORY     - Date     Condition        Report By
 HH0940  HISTORY     - 1933     FIRST OBSERVED   CGS
 HH0940  HISTORY     - 1970     GOOD             NGS
 HH0940  HISTORY     - 20040821 GOOD             USPSQD
 HH0940
 HH0940                          STATION DESCRIPTION
 HH0940
 HH0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0940'THIS STATION WAS INTERSECTED IN 1933, BUT THERE IS NO DESCRIPTION
 HH0940'AVAILABLE.  A COMPLETE NEW DESCRIPTION FOLLOWS-- THE STATION IS THE
 HH0940'BALL ON TOP OF THE PLAINS MUNICIPAL WATER TANK, LOCATED IN THE
 HH0940'SOUTHWEST AREA OF PLAINS, 200 FEET NORTH OF THE RAILROAD TRACKS,
 HH0940'150 FEET NORTHWEST OF THE AMOCO GAS STORAGE TANKS.  IT IS A
 HH0940'FOUR-LEGGED STEEL STRUCTURE THAT IS PAINTED SILVER, AND IS 110
 HH0940'FEET HIGH.
 HH0940
 HH0940                          STATION RECOVERY (2004)
 HH0940
 HH0940'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HH0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0631 ***********************************************************************
 KH0631  DESIGNATION -  PLAINVIEW
 KH0631  PID         -  KH0631
 KH0631  STATE/COUNTY-  KS/RAWLINS
 KH0631  USGS QUAD   -  MC DONALD NE (1978)
 KH0631
 KH0631                         *CURRENT SURVEY CONTROL
 KH0631  ___________________________________________________________________
 KH0631* NAD 83(1997)-  39 54 53.77466(N)    101 20 09.41474(W)     ADJUSTED  
 KH0631* NAVD 88     -       998.     (meters)    3274.     (feet)  SCALED    
 KH0631  ___________________________________________________________________
 KH0631  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 KH0631  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 KH0631
 KH0631  HORZ ORDER  -  SECOND
 KH0631
 KH0631.The horizontal coordinates were established by classical geodetic methods
 KH0631.and adjusted by the National Geodetic Survey in October 1998..
 KH0631
 KH0631.The orthometric height was scaled from a topographic map.
 KH0631
 KH0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0631
 KH0631.The geoid height was determined by GEOID03.
 KH0631
 KH0631;                    North         East     Units Scale Factor Converg.
 KH0631;SPC KS N     -   180,837.853   114,834.990   MT  1.00002400   -2 06 38.5
 KH0631;SPC NE       -     9,943.719   385,776.804   MT  1.00003951   -0 53 07.2
 KH0631;UTM  14      - 4,420,928.431   300,347.054   MT  1.00009075   -1 29 57.7
 KH0631
 KH0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0631!SPC KS N     -   0.99984710  x   1.00002400  =   0.99987110
 KH0631!SPC NE       -   0.99984710  x   1.00003951  =   0.99988660
 KH0631!UTM  14      -   0.99984710  x   1.00009075  =   0.99993784
 KH0631
 KH0631|---------------------------------------------------------------------|
 KH0631| PID    Reference Object                     Distance      Geod. Az  |
 KH0631|                                                           dddmmss.s |
 KH0631| CP7955 PLAINVIEW RM 1                        8.930 METERS 03821     |
 KH0631| CP7954 PLAINVIEW AZ MK                                    0830911.4 |
 KH0631| KH0619 ST JOHNS CATHOLIC CHURCH CROSS      APPROX.11.2 KM 0901611.2 |
 KH0631| CP7956 PLAINVIEW RM 2                        6.965 METERS 12722     |
 KH0631| CP7958 PLAINVIEW RM 4                       39.222 METERS 18109     |
 KH0631| KH0635 MCDONALD MUNICIPAL TANK             APPROX.14.7 KM 1902728.5 |
 KH0631| CP7957 PLAINVIEW RM 3                       22.217 METERS 35800     |
 KH0631|---------------------------------------------------------------------|
 KH0631
 KH0631                          SUPERSEDED SURVEY CONTROL
 KH0631
 KH0631  NAD 83(1997)-  39 54 53.77478(N)    101 20 09.41534(W) AD(       ) 2
 KH0631  NAD 83(1986)-  39 54 53.77521(N)    101 20 09.41705(W) AD(       ) 2
 KH0631  NAD 27      -  39 54 53.77700(N)    101 20 07.83500(W) AD(       ) 2
 KH0631
 KH0631.Superseded values are not recommended for survey control.
 KH0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0631.See file dsdata.txt to determine how the superseded data were derived.
 KH0631
 KH0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK0034720928(NAD 83)
 KH0631_MARKER: DS = TRIANGULATION STATION DISK
 KH0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0631
 KH0631  HISTORY     - Date     Condition        Report By
 KH0631  HISTORY     - 1951     MONUMENTED       CGS
 KH0631  HISTORY     - 1959     SEE DESCRIPTION  CGS
 KH0631
 KH0631                          STATION DESCRIPTION
 KH0631
 KH0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0631'THE STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF BEARDSLEY
 KH0631'AND 9 MILES NORTH-NORTHEAST OF MC DONALD, ON PROPERTY OWNED
 KH0631'BY MR. F.H. HEADRICK.  IT IS SET IN THE SOUTHEAST CORNER OF A
 KH0631'PLUMB THICKET, 165 FEET NORTHEAST FROM THE NORTHEAST CORNER
 KH0631'OF A FARM HOUSE, ABOUT 100 FEET WEST FROM THE CENTER OF A
 KH0631'GRAVELED ROAD, 18 FEET WEST FROM A NORTH-SOUTH FENCE LINE,
 KH0631'18 FEET NORTH FROM AN EAST-WEST FENCE LINE AND 5 FEET NORTH
 KH0631'OF A WITNESS POST.  IT IS STAMPED PLAINVIEW 1951 AND IS FLUSH.
 KH0631'
 KH0631'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE.  IT IS
 KH0631'STAMPED PLAINVIEW NO 1 1951 AND PROJECTS 4 INCHES.
 KH0631'
 KH0631'REFERENCE MARK NO. 2 IS SET IN THE SOUTHEAST CORNER OF A PLUM
 KH0631'THICKET, 2 FEET NORTH OF AN EAST-WEST FENCE LINE AND 1.5 FEET
 KH0631'WEST OF A NORTH-SOUTH FENCE LINE.  IT IS STAMPED PLAINVIEW
 KH0631'NO 2 1951 AND PROJECTS 4 INCHES.
 KH0631'
 KH0631'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0631'NO. 2 IS 36.8 FEET.
 KH0631'
 KH0631'THE AZIMUTH MARK IS SET IN THE SOUTHEAST CORNER OF A CULTIVATED
 KH0631'FIELD, 75 FEET NORTHWEST FROM THE CENTER OF A T ROAD INTERSECTION
 KH0631'AND JUST WEST OF A POWER LINE POLE.  IT IS STAMPED PLAINVIEW
 KH0631'1951 AND PROJECTS 4 INCHES.
 KH0631'
 KH0631'TO REACH THE STATION FROM THE POST OFFICE IN MC DONALD, GO
 KH0631'NORTH ON A GRAVELED ROAD FOR 7.3 MILES TO A CROSSROAD, TURN
 KH0631'RIGHT ON A GRAVELED ROAD AND GO EAST FOR 1.0 MILE TO A CROSSROAD,
 KH0631'TURN LEFT ON A GRAVELED ROAD AND GO NORTH AND EAST FOR 2.0
 KH0631'MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON A GRAVELED
 KH0631'ROAD FOR 1.0 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 KH0631'
 KH0631'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 KH0631'GRAVELED ROAD FOR 0.5 MILE TO A T ROAD LEFT AND THE AZIMUTH
 KH0631'MARK ON THE LEFT AS DESCRIBED.
 KH0631
 KH0631                          STATION RECOVERY (1959)
 KH0631
 KH0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 KH0631'THE UNDERGROUND STATION MARK WAS FOUND AND THE SURFACE STATION
 KH0631'MARK AND BOTH REFERENCE MARKS WHICH HAD BEEN DESTROYED, WERE
 KH0631'REPLACED.  THE AZIMUTH MARK WAS FOUND AS DESCRIBED.  A COMPLETE
 KH0631'DESCRIPTION FOLLOWS.
 KH0631'
 KH0631'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF BEARDSLEY AND
 KH0631'9 MILES NORTH AND 2 MILES EAST OF MC DONALD IN THE NORTHEAST
 KH0631'CORNER OF SEC. 3, T 2 S, R 36 W ON PROPERTY OWNED BY MR.
 KH0631'KENNETH WILKINSON.  IT IS LOCATED IN A NEWLY PLANTED GROVE OF
 KH0631'TREES ABOUT 100 FEET WEST OF A CURVE IN A GRAVEL ROAD, 165.5
 KH0631'FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARMHOUSE, 130
 KH0631'FEET NORTH OF A TELEPHONE POLE, 75 FEET SOUTH OF ANOTHER
 KH0631'TELEPHONE POLE, 52 FEET WEST OF THE PROJECTED CENTERLINE OF A
 KH0631'NORTH-SOUTH GRAVEL ROAD, 13 FEET SOUTH OF THE SOUTH ROW OF
 KH0631'EVERGREENS, AND 7 FEET NORTH OF THE NORTH ROW OF TREES.  THE
 KH0631'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PLAINVIEW
 KH0631'1951.
 KH0631'
 KH0631'TO REACH THE STATION FROM THE MAIN STREET RAILROAD CROSSING
 KH0631'IN MC DONALD, GO NORTH ON A GRAVEL ROAD FOR 7.3 MILES TO
 KH0631'CROSSROADS.  TURN RIGHT AND GO EAST 1.0 MILE.  THEN, TURN LEFT
 KH0631'AND GO NORTH 1.0 MILE.  THEN, TURN RIGHT AND GO EAST FOR 1.0 MILE
 KH0631'TO CROSSROADS.  TURN LEFT AND FOLLOW GRAVEL ROAD 1.0 MILE NORTH
 KH0631'TO WHERE THE ROAD CURVES EAST AGAIN AND THE STATION ABOUT
 KH0631'100 FEET AS DESCRIBED.
 KH0631'
 KH0631'REFERENCE MARK NO. 3 IS 72.89 FEET NORTH OF THE STATION, 54
 KH0631'FEET WEST OF THE PROJECTED CENTERLINE OF NORTH-SOUTH GRAVEL
 KH0631'ROAD, AND 2 FEET SOUTH OF A TELEPHONE POLE.  THE MARK PROJECTS
 KH0631'1 INCH AND THE DISK IS STAMPED PLAINVIEW NO 3 1951.
 KH0631'
 KH0631'REFERENCE MARK NO. 4 IS 128.68 FEET SOUTH OF THE STATION, 90
 KH0631'FEET EAST OF THE NORTHEAST CORNER OF HOUSE, 55 FEET WEST OF
 KH0631'THE PROJECTED CENTERLINE OF NORTH-SOUTH GRAVEL ROAD, AND 1
 KH0631'FOOT NORTH OF A TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES
 KH0631'AND THE DISK IS STAMPED PLAINVIEW NO 4 1951.
 KH0631'
 KH0631'AZIMUTH MARK IS 0.5 MILE EAST OF THE STATION SET IN THE SOUTHEAST
 KH0631'CORNER OF A CULTIVATED FIELD, 75 FEET NORTHWEST OF A T-ROAD
 KH0631'INTERSECTION, 66 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KH0631'GRAVEL ROAD, 38 FEET WEST OF THE CENTER OF NORTH-SOUTH ROAD,
 KH0631'AND 1 FOOT WEST OF A POWER POLE.  THE MARK PROJECTS 4 INCHES
 KH0631'AND THE DISK IS STAMPED PLAINVIEW 1951.
 KH0631'
 KH0631'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST 0.5 MILE
 KH0631'TO THE MARK ON THE LEFT WHERE A T-ROAD GOES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0278 ***********************************************************************
 KG0278  DESIGNATION -  PLAINVILLE
 KG0278  PID         -  KG0278
 KG0278  STATE/COUNTY-  KS/ROOKS
 KG0278  USGS QUAD   -  PLAINVILLE (1978)
 KG0278
 KG0278                         *CURRENT SURVEY CONTROL
 KG0278  ___________________________________________________________________
 KG0278* NAD 83(1986)-  39 13 56.     (N)    099 18 08.     (W)     SCALED    
 KG0278* NAVD 88     -       656.255  (meters)    2153.06   (feet)  ADJUSTED  
 KG0278  ___________________________________________________________________
 KG0278  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 KG0278  DYNAMIC HT  -         655.791 (meters)    2151.54  (feet)  COMP
 KG0278  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
 KG0278
 KG0278  VERT ORDER  -  SECOND    CLASS 0
 KG0278
 KG0278.The horizontal coordinates were scaled from a topographic map and have
 KG0278.an estimated accuracy of +/- 6 seconds.
 KG0278
 KG0278.The orthometric height was determined by differential leveling
 KG0278.and adjusted by the National Geodetic Survey in June 1991..
 KG0278
 KG0278.The geoid height was determined by GEOID03.
 KG0278
 KG0278.The dynamic height is computed by dividing the NAVD 88
 KG0278.geopotential number by the normal gravity value computed on the
 KG0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0278.degrees latitude (g = 980.6199 gals.).
 KG0278
 KG0278.The modeled gravity was interpolated from observed gravity values.
 KG0278
 KG0278;                    North         East    Units  Estimated Accuracy
 KG0278;SPC KS N     -   100,600.      287,570.      MT  (+/- 180 meters Scaled)
 KG0278
 KG0278                          SUPERSEDED SURVEY CONTROL
 KG0278
 KG0278  NGVD 29 (??/??/92)  656.013  (m)         2152.27   (f) ADJ UNCH    2 0
 KG0278
 KG0278.Superseded values are not recommended for survey control.
 KG0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0278.See file dsdata.txt to determine how the superseded data were derived.
 KG0278
 KG0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ739425(NAD 83)
 KG0278_MARKER: DB = BENCH MARK DISK
 KG0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0278_SP_SET: WALL
 KG0278_STAMPING: PLAINVILLE 1934
 KG0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0278
 KG0278  HISTORY     - Date     Condition        Report By
 KG0278  HISTORY     - 1934     MONUMENTED       CGS
 KG0278  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 KG0278
 KG0278                          STATION DESCRIPTION
 KG0278
 KG0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0278'AT PLAINVILLE.
 KG0278'20 MILE NORTH OF EAST ENTRANCE OF THE PUBLIC LIBRARY AT PLAINVILLE,
 KG0278'7 FEET ABOVE LEVEL OF GROUND, 10 INCHES SOUTH OF THE NORTHEAST
 KG0278'CORNER OF BUILDING.
 KG0278
 KG0278                          STATION RECOVERY (1984)
 KG0278
 KG0278'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 KG0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0748 ***********************************************************************
 KG0748  DESIGNATION -  PLAINVILLE EAST MUNICIPAL TANK
 KG0748  PID         -  KG0748
 KG0748  STATE/COUNTY-  KS/ROOKS
 KG0748  USGS QUAD   -  PLAINVILLE (1978)
 KG0748
 KG0748                         *CURRENT SURVEY CONTROL
 KG0748  ___________________________________________________________________
 KG0748* NAD 83(1997)-  39 13 52.07239(N)    099 18 21.65861(W)     ADJUSTED  
 KG0748* NAVD 88     -                                                        
 KG0748  ___________________________________________________________________
 KG0748  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 KG0748  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 KG0748
 KG0748  HORZ ORDER  -  THIRD
 KG0748
 KG0748.The horizontal coordinates were established by classical geodetic methods
 KG0748.and adjusted by the National Geodetic Survey in October 1998..
 KG0748
 KG0748
 KG0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0748
 KG0748.The geoid height was determined by GEOID03.
 KG0748
 KG0748;                    North         East     Units Scale Factor Converg.
 KG0748;SPC KS N     -   100,478.885   287,242.276   MT  0.99995691   -0 49 34.8
 KG0748;UTM  14      - 4,342,470.582   473,587.915   MT  0.99960859   -0 11 36.7
 KG0748
 KG0748                          SUPERSEDED SURVEY CONTROL
 KG0748
 KG0748  NAD 83(1986)-  39 13 52.07870(N)    099 18 21.65902(W) AD(       ) 4
 KG0748  NAD 27      -  39 13 52.04200(N)    099 18 20.29600(W) AD(       ) 3
 KG0748
 KG0748.Superseded values are not recommended for survey control.
 KG0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0748.See file dsdata.txt to determine how the superseded data were derived.
 KG0748
 KG0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7358842471(NAD 83)
 KG0748_MARKER: 53 = ELEVATED TANK
 KG0748
 KG0748  HISTORY     - Date     Condition        Report By
 KG0748  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0748
 KG0748                          STATION DESCRIPTION
 KG0748
 KG0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0748'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF PLAINVILLE
 KG0748'BETWEEN SOUTH MERIDIAN STREET AND SOUTH KANSAS STREET.  IT IS
 KG0748'THE TALLER AND MOST EASTERLY OF TWO TANKS ABOUT ONE BLOCK APART.
 KG0748'IT IS 87.0 FEET SOUTH OF THE CENTER OF WEST 3RD. STREET, 39.0
 KG0748'FEET EAST OF THE EAST SIDE OF A STONE BUILDING AND 37.0 FEET
 KG0748'WEST OF THE CENTER OF AN ALLEY.
 KG0748'
 KG0748'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER
 KG0748'AND HAS A CONICAL ROOF WITH A BALL AT THE APEX.  IT IS PAINTED
 KG0748'SILVER AND HAS THE NAME PLAINVILLE PAINTED IN BLACK ON THE EAST
 KG0748'SIDE OF THE TANK.  IT HAS AN OVER-ALL HEIGHT OF 135.0 FEET.
 KG0748'
 KG0748'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0838 ***********************************************************************
 KG0838  DESIGNATION -  PLAINVILLE RESET
 KG0838  PID         -  KG0838
 KG0838  STATE/COUNTY-  KS/ROOKS
 KG0838  USGS QUAD   -  PLAINVILLE (1978)
 KG0838
 KG0838                         *CURRENT SURVEY CONTROL
 KG0838  ___________________________________________________________________
 KG0838* NAD 83(1997)-  39 14 34.25545(N)    099 17 53.12297(W)     ADJUSTED  
 KG0838* NAVD 88     -       648.     (meters)    2126.     (feet)  SCALED    
 KG0838  ___________________________________________________________________
 KG0838  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 KG0838  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 KG0838
 KG0838  HORZ ORDER  -  THIRD
 KG0838
 KG0838.The horizontal coordinates were established by classical geodetic methods
 KG0838.and adjusted by the National Geodetic Survey in October 1998..
 KG0838
 KG0838.The orthometric height was scaled from a topographic map.
 KG0838
 KG0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0838
 KG0838.The geoid height was determined by GEOID03.
 KG0838
 KG0838;                    North         East     Units Scale Factor Converg.
 KG0838;SPC KS N     -   101,769.734   287,945.232   MT  0.99995686   -0 49 16.8
 KG0838;UTM  14      - 4,343,768.663   474,276.333   MT  0.99960815   -0 11 18.9
 KG0838
 KG0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0838!SPC KS N     -   0.99990236  x   0.99995686  =   0.99985922
 KG0838!UTM  14      -   0.99990236  x   0.99960815  =   0.99951055
 KG0838
 KG0838:                Primary Azimuth Mark                     Grid Az
 KG0838:SPC KS N     -  TWIN                                     051 09 35.6
 KG0838:UTM  14      -  TWIN                                     050 31 37.7
 KG0838
 KG0838|---------------------------------------------------------------------|
 KG0838| PID    Reference Object                     Distance      Geod. Az  |
 KG0838|                                                           dddmmss.s |
 KG0838| KG0739 TWIN                                APPROX. 8.9 KM 0502018.8 |
 KG0838| CN9463 PLAINVILLE RM 1                      19.221 METERS 17629     |
 KG0838| KG0276 Y 157                                              1823029.9 |
 KG0838| KG0748 PLAINVILLE EAST MUNICIPAL TANK      APPROX. 1.5 KM 2074500.1 |
 KG0838| CN9464 PLAINVILLE RM 2                      28.580 METERS 26942     |
 KG0838| CN9465 PLAINVILLE RM 3                      28.706 METERS 26949     |
 KG0838|---------------------------------------------------------------------|
 KG0838
 KG0838                          SUPERSEDED SURVEY CONTROL
 KG0838
 KG0838  NAD 83(1986)-  39 14 34.26180(N)    099 17 53.12360(W) AD(       ) 3
 KG0838  NAD 27      -  39 14 34.22500(N)    099 17 51.76100(W) AD(       ) 3
 KG0838
 KG0838.Superseded values are not recommended for survey control.
 KG0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0838.See file dsdata.txt to determine how the superseded data were derived.
 KG0838
 KG0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7427643769(NAD 83)
 KG0838_MARKER: DS = TRIANGULATION STATION DISK
 KG0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0838_STAMPING: PLAINVILLE 1950 1966
 KG0838_MARK LOGO: NGS   
 KG0838_PROJECTION: RECESSED 10 CENTIMETERS
 KG0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0838+STABILITY: SURFACE MOTION
 KG0838
 KG0838  HISTORY     - Date     Condition        Report By
 KG0838  HISTORY     - 1966     MONUMENTED       CGS
 KG0838  HISTORY     - 19840711 GOOD             NGS
 KG0838
 KG0838                          STATION DESCRIPTION
 KG0838
 KG0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KG0838'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE UNDERGROUND
 KG0838'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, A NEW
 KG0838'SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK.
 KG0838'
 KG0838'REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 KG0838'
 KG0838'REFERENCE MARK NO. 2 WAS FOUND DISPLACED.
 KG0838'
 KG0838'BENCH MARK Y 157 1934 (AZIMUTH MARK) WAS DESTROYED BY ROAD
 KG0838'CONSTRUCTION.  THE PLAINVILLE, MUN. WATER TANK IS NO LONGER
 KG0838'VISIBLE FROM THE STATION, A HOUSE WAS BUILT ON LINE.  A NEW
 KG0838'AZIMUTH MARK COULD NOT BE SET BECAUSE NO OBJECTS WERE VISIBLE.
 KG0838'
 KG0838'REFERENCE MARK NO. 3 WAS SET.
 KG0838'
 KG0838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 183 AND
 KG0838'STATE HIGHWAY 18 AT THE NORTH SIDE OF PLAINVILLE, GO NORTH ON
 KG0838'U.S. HIGHWAY 183 FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 KG0838'
 KG0838'THE STATION SURFACE DISK IS STAMPED PLAINVILLE 1950 1966, SET
 KG0838'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 KG0838'SURFACE OF THE GROUND.  IT IS 46.5 FEET EAST OF THE CENTER OF
 KG0838'U.S. HIGHWAY 183, 25.5 FEET SOUTH-SOUTHWEST OF A CONCRETE
 KG0838'RIGHT-OF-WAY POST, AND 4 FEET WEST OF A METAL WITNESS POST SET
 KG0838'IN A NORTH-SOUTH FENCE.  THE UNDERGROUND DISK IS STAMPED
 KG0838'PLAINVILLE 1950, SET IN AN IRREGULAR MASS OF CONCRETE 3 FEET
 KG0838'BELOW THE SURFACE OF THE GROUND.
 KG0838'
 KG0838'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PLAINVILLE NO. 1
 KG0838'1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KG0838'4 INCHES.  IT IS 50.5 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 KG0838'183, 6.5 FEET SOUTH-SOUTHWEST OF A T-FENCE CORNER POST, 2.5
 KG0838'FEET WEST OF A NORTH-SOUTH FENCE, AND 1 FOOT NORTH-NORTHWEST
 KG0838'OF A TELEPHONE POLE.
 KG0838'
 KG0838'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PLAINVILLE NO. 3
 KG0838'1950 1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 KG0838'PROJECTS 6 INCHES.  IT IS 47.5 FEET WEST OF THE CENTER OF U.S.
 KG0838'HIGHWAY 183, 24 FEET NORTH OF THE CENTER OF A DRIVEWAY, AND
 KG0838'5 FEET NORTHEAST OF A POWERLINE POLE WITH A TRANSFORMER.
 KG0838'
 KG0838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.4 MILE NORTH
 KG0838'OF PLAINVILLE.
 KG0838
 KG0838                          STATION RECOVERY (1984)
 KG0838
 KG0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KG0838'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 3 WERE FOUND
 KG0838'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND THE ANGLE BETWEEN THE
 KG0838'REFERENCE MARKS AGREED WITH 1966 DATA.  AN AZIMUTH MARK 2 WAS
 KG0838'ESTABLISHED AN A POLARIS OBSERVATION TAKEN.  THE DIRECTION TO
 KG0838'REFERENCE MARK 4 WAS 3 MINUTES, 55 SECONDS SMALLER THAN THE 1950
 KG0838'DIRECTION.  THE DIRECTION TO THIS MARK WAS NOT VERIFIED IN 1966, WHEN
 KG0838'THE SURFACE MARK WAS REPLACED.  SINCE 1984 DATA AGREED, WITH 1966
 KG0838'DATA, THE UNDERGROUND STATION MARK WAS NOT INSPECTED.  DUE TO SEVERAL
 KG0838'CHANGES IN THE IMMEDIATE VICINITY, A NEW DESCRIPTION FOLLOWS.  THE
 KG0838'STATION IS LOCATED IN THE NORTH EDGE OF PLAINVILLE, 0.56 KM (0.35 MI)
 KG0838'NORTH OF THE JUNCTION OF U.S HIGHWAY 183 WITH STATE HIGHWAY 18, ON THE
 KG0838'EAST SIDE OF U.S HIGHWAY 183 AND AT THE HOME OF KENNTHE BRYNA, BOX 364
 KG0838'PLAINVILLE, KANSAS 67663.  TO REACH THE STATION FROM THE JUNCTION OF
 KG0838'U.S HIGHWAY 183 AND STATE HIGHWAY 18, IN PLAINVILLE, GO NORTH ON
 KG0838'HIGHWAY 183 AND NORTH WASHINGTON STREET FOR 0.08 KM (0.05 MI) TO
 KG0838'FOURTH STREET AND AZIMUTH MARK 2 ON THE LEFT.  CONTINUE NORTH FOR 0.48
 KG0838'KM (0.30 MI) TO THE DRIVEWAY TO THE BRUNA HOUSE AND THE STATION ON THE
 KG0838'RIGHT, IN THE NORTH EDGE OF A GRAVELED DRIVEWAY.  THE STATION IS A
 KG0838'STANDARD CGS DISK STAMPED--PLAINVILLE 1950 1966-- SET INTO THE TOP OF
 KG0838'A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER ON SIDE,
 KG0838'RECESSED 4 INCHES (10 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 KG0838'24.29 METERS (79.69 FT) WEST FROM THE NORTHWEST CORNER OF A BUFF-BRICK
 KG0838'HOUSE, 14.2 METERS (46.6 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 KG0838'6.55 METERS (21.49 FT) SOUTHWEST FROM A POWERLINE POLE, 5.05 METERS
 KG0838'(16.57 FT) SOUTH SOUTHWEST FROM A FENCE CORNER POST, 3.1 METERS (10.2
 KG0838'FT) NORTH FROM THE CENTERLINE OF THE DRIVEWAY.  REFERENCE MARK NO 1 IS
 KG0838'A STANDARD CGS DISK STAMPED---PLAINVILLE NO 1 1950---, SET INTO THE
 KG0838'TOP OF A SQUARE CONCRETE MONUMENT, 8 INCHES (20 CM) ON SIDE,
 KG0838'PROJECTING 8 INCHES (20 CM) ABOVE GROUND.  THE STATION IS LOCATED 16.0
 KG0838'METERS (52.5 FT) SOUTH FROM THE CENTERLINE OF THE DRIVEWAY, 15.2
 KG0838'METERS (49.9 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 0.30 METERS
 KG0838'(0.98 FT) SOUTH FROM A WITNESS POST.  REFERENCE MARK NO 3 IS A
 KG0838'STANDARD CGS DISK STAMPED---PLAINVILLE 1950 NO 3 1966---, SET INTO THE
 KG0838'TOP OF A SQUARE CONCRETE MONUMENT, 8 INCHES (20 CM) ON SIDE,
 KG0838'PROJECTING 8 INCHES (20 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 KG0838'27.84 METERS (91.34 FT) EAST SOUTHEAST FORM THE SOUTHEAST CORNER OF A
 KG0838'2-STORY HOUSE, 14.5 METERS (47.6 FT) WEST FROM THE CENTERLINE OF THE
 KG0838'HIGHWAY, 1.53 METERS (5.02 FT) NORTH FROM A POWERLINE POLE, AND 0.3
 KG0838'METERS (1.0 FT) HIGHER THAN THE STATION. AZIMUTH MARK NO 2 IS A
 KG0838'STANDARD NGS DISK STAMPED---PLAINVILLE NO 2 1950 1984---, CEMENTED
 KG0838'INTO A DRILL HOLE IN THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 KG0838'CULVERT UNDER U.S HIGHWAY 183.  THE STATION IS LOCATED 12.2 METERS
 KG0838'(40.0 FT) NORTH FROM THE CENTERLINE OF FOURTH STREET.  9.6 METERS
 KG0838'(31.5 FT) WEST FROM THE CENTERLINE OF NORTH WASHINGTON STREET, HIGHWAY
 KG0838'183.  TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S HIGHWAY 183
 KG0838'AND STATE HIGHWAY 18, IN PLAINVILLE, GO NORTH ON THE HIGHWAY AND NORTH
 KG0838'WASHINGTON STREET FOR 0.08 KM (0.05 MI) TO FOURTH STREET AND THE MARK
 KG0838'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0859 ***********************************************************************
 KG0859  DESIGNATION -  PLAINVILLE RESET
 KG0859  PID         -  KG0859
 KG0859  STATE/COUNTY-  KS/ROOKS
 KG0859  USGS QUAD   -  PLAINVILLE (1978)
 KG0859
 KG0859                         *CURRENT SURVEY CONTROL
 KG0859  ___________________________________________________________________
 KG0859* NAD 83(1986)-  39 13 57.     (N)    099 18 10.     (W)     SCALED    
 KG0859* NAVD 88     -       654.49   (meters)    2147.3    (feet)  RESET     
 KG0859  ___________________________________________________________________
 KG0859  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 KG0859
 KG0859  VERT ORDER  -  THIRD
 KG0859
 KG0859.The horizontal coordinates were scaled from a topographic map and have
 KG0859.an estimated accuracy of +/- 6 seconds.
 KG0859
 KG0859.The orthometric height was computed from unverified reset data.
 KG0859
 KG0859.The geoid height was determined by GEOID03.
 KG0859
 KG0859;                    North         East    Units  Estimated Accuracy
 KG0859;SPC KS N     -   100,630.      287,520.      MT  (+/- 180 meters Scaled)
 KG0859
 KG0859                          SUPERSEDED SURVEY CONTROL
 KG0859
 KG0859  NGVD 29 (03/09/04)  654.25   (m)         2146.5    (f) RESET       3  
 KG0859
 KG0859.Superseded values are not recommended for survey control.
 KG0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0859.See file dsdata.txt to determine how the superseded data were derived.
 KG0859
 KG0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ738426(NAD 83)
 KG0859_MARKER: DV = VERTICAL CONTROL DISK
 KG0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0859_SP_SET: CONCRETE POST
 KG0859_STAMPING: PLAINVILLE RESET 1984
 KG0859_MARK LOGO: NGS   
 KG0859_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0859+STABILITY: SURFACE MOTION
 KG0859
 KG0859  HISTORY     - Date     Condition        Report By
 KG0859  HISTORY     - 1984     MONUMENTED       LOCENG
 KG0859
 KG0859                          STATION DESCRIPTION
 KG0859
 KG0859'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984
 KG0859'AT PLAINVILLE, A BRASS CAP LOCATED AT THE NORTHWEST CORNER OF THE
 KG0859'ENTRANCE TO THE NEW PLAINVILLE LIBRARY, WHICH LOCATED IN THE
 KG0859'NORTHWEST ANGLE OF THE INTERSECTION OF JEFFERSON AND SOUTH FIRST
 KG0859'STREETS IN PLAINVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1384 ***********************************************************************
 JE1384  DESIGNATION -  PLAZA
 JE1384  PID         -  JE1384
 JE1384  STATE/COUNTY-  KS/JOHNSON
 JE1384  USGS QUAD   -  OLATHE (1991)
 JE1384
 JE1384                         *CURRENT SURVEY CONTROL
 JE1384  ___________________________________________________________________
 JE1384* NAD 83(1997)-  38 54 54.79828(N)    094 46 07.51851(W)     ADJUSTED  
 JE1384* NAVD 88     -       329.077  (meters)    1079.65   (feet)  ADJUSTED  
 JE1384  ___________________________________________________________________
 JE1384  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JE1384  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JE1384  DYNAMIC HT  -         328.856 (meters)    1078.92  (feet)  COMP
 JE1384  MODELED GRAV-     979,946.1   (mgal)                       NAVD 88
 JE1384
 JE1384  HORZ ORDER  -  SECOND
 JE1384  VERT ORDER  -  SECOND    CLASS 0
 JE1384
 JE1384.The horizontal coordinates were established by classical geodetic methods
 JE1384.and adjusted by the National Geodetic Survey in October 1998..
 JE1384
 JE1384.The orthometric height was determined by differential leveling
 JE1384.and adjusted by the National Geodetic Survey in June 1991..
 JE1384
 JE1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1384
 JE1384.The geoid height was determined by GEOID03.
 JE1384
 JE1384.The dynamic height is computed by dividing the NAVD 88
 JE1384.geopotential number by the normal gravity value computed on the
 JE1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1384.degrees latitude (g = 980.6199 gals.).
 JE1384
 JE1384.The modeled gravity was interpolated from observed gravity values.
 JE1384
 JE1384;                    North         East     Units Scale Factor Converg.
 JE1384;SPC KS N     -    69,595.033   680,178.065   MT  0.99997389   +2 02 40.0
 JE1384;UTM  15      - 4,308,855.835   346,652.595   MT  0.99988957   -1 06 40.7
 JE1384
 JE1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1384!SPC KS N     -   0.99995342  x   0.99997389  =   0.99992731
 JE1384!UTM  15      -   0.99995342  x   0.99988957  =   0.99984299
 JE1384
 JE1384:                Primary Azimuth Mark                     Grid Az
 JE1384:SPC KS N     -  PLAZA RM 3                               034 06 11.3
 JE1384:UTM  15      -  PLAZA RM 3                               037 15 32.0
 JE1384
 JE1384|---------------------------------------------------------------------|
 JE1384| PID    Reference Object                     Distance      Geod. Az  |
 JE1384|                                                           dddmmss.s |
 JE1384| JE1386 PLAZA RM 3                                         0360851.3 |
 JE1384| JE1385 PLAZA RM 1                            8.819 METERS 04917     |
 JE1384| JE1383 PLAZA RM 2                            7.545 METERS 21951     |
 JE1384|---------------------------------------------------------------------|
 JE1384
 JE1384                          SUPERSEDED SURVEY CONTROL
 JE1384
 JE1384  NAD 83(1986)-  38 54 54.80563(N)    094 46 07.51743(W) AD(       ) 2
 JE1384  NAD 27      -  38 54 54.78124(N)    094 46 06.65829(W) AD(       ) 2
 JE1384  NGVD 29 (??/??/92)  328.950  (m)         1079.23   (f) ADJ UNCH    2 0
 JE1384
 JE1384.Superseded values are not recommended for survey control.
 JE1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1384.See file dsdata.txt to determine how the superseded data were derived.
 JE1384
 JE1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD4665308856(NAD 83)
 JE1384_MARKER: DS = TRIANGULATION STATION DISK
 JE1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1384_STAMPING: PLAZA 1974
 JE1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1384+STABILITY: SURFACE MOTION
 JE1384
 JE1384  HISTORY     - Date     Condition        Report By
 JE1384  HISTORY     - 1974     MONUMENTED       NGS
 JE1384  HISTORY     - 1974     GOOD             NGS
 JE1384  HISTORY     - 1983     GOOD             NGS
 JE1384  HISTORY     - 20020925 MARK NOT FOUND   INDIV
 JE1384
 JE1384                          STATION DESCRIPTION
 JE1384
 JE1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1384'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF OLATHE, 4 MILES
 JE1384'SOUTHWEST OF LENEXA AND ALONG RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 JE1384'35.  IT IS IN SEC 17, R 24 E, T 13 S.
 JE1384'
 JE1384'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 JE1384'STATE HIGHWAY 150 AT THE EAST EDGE OF OLATHE, GO NORTHEASTERLY ON
 JE1384'INTERSTATE HIGHWAY 35 FOR 2.45 MILES TO THE NORTH END OF AN
 JE1384'OVERPASS AND THE STATION ON THE LEFT.
 JE1384'
 JE1384'TO REACH REFERENCE MARK 3 FROM THE STATION, CONTINUE NORTHEASTERLY
 JE1384'ON THE INTERSTATE HIGHWAY FOR 0.75 MILE TO THE MARK IN THE MEDIAN
 JE1384'STRIP ON THE LEFT.
 JE1384'
 JE1384'STATION MARK IS A STANDARD DISK STAMPED PLAZA 1974, SET IN THE TOP
 JE1384'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JE1384'GROUND.  IT IS 3.0 FEET WEST OF A METAL GUARD RAIL, 3.7 FEET
 JE1384'NORTHWEST OF A METAL WITNESS POST, 9.7 FEET NORTHWEST OF THE NORTH
 JE1384'END OF AN OVERPASS AND 20.6 FEET WEST OF THE CENTERLINE OF THE
 JE1384'NORTHBOUND LANE OF INTERSTATE HIGHWAY 35.  THE UNDERGROUND MARK
 JE1384'IS SET IN AN IRREGULAR MASS OF CONCRETE AND IS STAMPED PLAZA
 JE1384'1974.  IT IS 36 INCHES BELOW THE GROUND.
 JE1384'
 JE1384'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PLAZA NO 1 1974, SET IN
 JE1384'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JE1384'WITH THE GROUND.  IT IS 19.6 FEET WEST OF THE CENTERLINE OF THE
 JE1384'NORTHBOUND LANE, 31.5 FEET NORTH OF THE WITNESS POST AND ABOUT
 JE1384'THE SAME ELEVATION AS THE STATION.
 JE1384'
 JE1384'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PLAZA NO 2 1974,
 JE1384'CEMENTED IN A DRILLED HOLE IN THE TOP OF THE WEST CONCRETE RAIL OF
 JE1384'THE NORTHBOUND LANE OVERPASS.  IT IS 15.5 FEET SOUTH OF THE NORTH
 JE1384'END OF THE OVERPASS, 17.6 FEET WEST OF THE CENTERLINE OF THE
 JE1384'NORTHBOUND LANE, 22.0 FEET SOUTH OF THE WITNESS POST AN ABOUT 2
 JE1384'FEET HIGHER THAN THE STATION.
 JE1384'
 JE1384'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PLAZA NO 3 1974 AZ, SET
 JE1384'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JE1384'WITH THE GROUND.  IT IS 22.0 FEET NORTHEAST OF THE CENTER OF A
 JE1384'STORM DRAIN GRATE, 37.0 FEET WEST OF THE CENTERLINE OF THE
 JE1384'NORTHBOUND LANE AND 38.5 FEET EAST OF THE CENTERLINE OF THE
 JE1384'SOUTHBOUND LANE.  IT IS 2.0 FEET SOUTH OF A WITNESS POST.
 JE1384'
 JE1384'NEAREST TOWN--OLATHE.
 JE1384'
 JE1384'HEIGHT OF LIGHT ABOVE STATION MARK 1.78 METERS.
 JE1384
 JE1384                          STATION RECOVERY (1974)
 JE1384
 JE1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1384'5.05 MI N FROM OLATHE.
 JE1384'ABOUT 5.05 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 JE1384'WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF OLATHE,
 JE1384'IN THE MEDIA STRIP OF HIGHWAY, 24.76 FEET NORTHEAST OF RM 2, 28.93
 JE1384'FEET SOUTHWEST OF RM 1, 9.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JE1384'A OVERPASS OVER 119TH STREET, 3.7 FEET NORTHWEST OF A METAL WITNESS
 JE1384'SIGN, 3.0 FEET WEST OF A METAL GUARD RAIL, AND 21.6 FEET WEST OF THE
 JE1384'CENTERLINE OF THE NORTH BOUND LANE OF HIGHWAY.  SET IN THE TOP OF A
 JE1384'CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 1 FOOT BELOW THE
 JE1384'LEVEL OF THE NORTH BOUND LANE OF HIGHWAY.
 JE1384
 JE1384                          STATION RECOVERY (1983)
 JE1384
 JE1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JE1384'RECOVERED IN GOOD CONDITION.
 JE1384
 JE1384                          STATION RECOVERY (2002)
 JE1384
 JE1384'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JWS)
 JE1384'THE MEDIAN AREA BETWEEN THE NORTH AND SOUTH BOUND LANES OF I 35 HAS
 JE1384'BEEN CONCRETED IN AND JERSEY BARRIERS INSTALLED FOR MUCH OF ITS LENGTH
 JE1384'NORTH OF I 435.  MARKS APPEAR TO BE LOST DUE TO THIS CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0249 ***********************************************************************
 KF0249  CBN         -  This is a Cooperative Base Network Control Station.
 KF0249  DESIGNATION -  PLAZA
 KF0249  PID         -  KF0249
 KF0249  STATE/COUNTY-  KS/GEARY
 KF0249  USGS QUAD   -  JUNCTION CITY (1982)
 KF0249
 KF0249                         *CURRENT SURVEY CONTROL
 KF0249  ___________________________________________________________________
 KF0249* NAD 83(1997)-  39 01 38.37267(N)    096 47 39.69617(W)     ADJUSTED  
 KF0249* NAVD 88     -       376.844  (meters)    1236.36   (feet)  ADJUSTED  
 KF0249  ___________________________________________________________________
 KF0249  X           -    -586,998.498 (meters)                     COMP
 KF0249  Y           -  -4,926,842.216 (meters)                     COMP
 KF0249  Z           -   3,994,892.705 (meters)                     COMP
 KF0249  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 KF0249  ELLIP HEIGHT-         347.15  (meters)          (08/12/03) GPS OBS
 KF0249  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 KF0249  DYNAMIC HT  -         376.585 (meters)    1235.51  (feet)  COMP
 KF0249  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 KF0249
 KF0249  HORZ ORDER  -  A
 KF0249  VERT ORDER  -  SECOND    CLASS 0
 KF0249  ELLP ORDER  -  FOURTH    CLASS I
 KF0249
 KF0249.The horizontal coordinates were established by GPS observations
 KF0249.and adjusted by the National Geodetic Survey in August 2003..
 KF0249
 KF0249.The orthometric height was determined by differential leveling
 KF0249.and adjusted by the National Geodetic Survey in June 1991..
 KF0249
 KF0249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0249
 KF0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0249
 KF0249.The ellipsoidal height was determined by GPS observations
 KF0249.and is referenced to NAD 83.
 KF0249
 KF0249.The geoid height was determined by GEOID03.
 KF0249
 KF0249.The dynamic height is computed by dividing the NAVD 88
 KF0249.geopotential number by the normal gravity value computed on the
 KF0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0249.degrees latitude (g = 980.6199 gals.).
 KF0249
 KF0249.The modeled gravity was interpolated from observed gravity values.
 KF0249
 KF0249;                    North         East     Units Scale Factor Converg.
 KF0249;SPC KS N     -    77,735.555   504,393.270   MT  0.99996441   +0 45 46.2
 KF0249;UTM  14      - 4,322,123.660   690,926.614   MT  1.00004888   +1 23 21.4
 KF0249
 KF0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0249!SPC KS N     -   0.99994554  x   0.99996441  =   0.99990995
 KF0249!UTM  14      -   0.99994554  x   1.00004888  =   0.99999441
 KF0249
 KF0249|---------------------------------------------------------------------|
 KF0249| PID    Reference Object                     Distance      Geod. Az  |
 KF0249|                                                           dddmmss.s |
 KF0249| KF0250 PLAZA RM 1                           11.668 METERS 13736     |
 KF0249| KF0248 PLAZA RM 2                           15.659 METERS 20417     |
 KF0249| KF0242 RAIL                                APPROX. 3.6 KM 2382057.5 |
 KF0249| KF1106 JUNCTION CITY TEL CO MAST           APPROX. 6.4 KM 2462841.2 |
 KF0249| KF1105 JUNCTION CITY KANS P AND L TWR      APPROX. 5.6 KM 2475847.3 |
 KF0249| KF1108 JUNCTION CITY SW BELL TEL TWR       APPROX. 6.9 KM 2552924.3 |
 KF0249| KF1107 JUNCTION CITY TV INC N MAST         APPROX. 6.7 KM 2580548.1 |
 KF0249| KF1095 JUNCTION CITY MUN TANK              APPROX. 4.5 KM 2594510.7 |
 KF0249| KF1101 FORT RILEY CUSTER HILL NW TANK      APPROX. 9.7 KM 3461413.0 |
 KF0249| KF1104 FORT RILEY NORTH TANK               APPROX.10.1 KM 3504459.5 |
 KF0249| KF1094 FORT RILEY CUSTER HILL SE TANK      APPROX. 7.9 KM 3543843.2 |
 KF0249|---------------------------------------------------------------------|
 KF0249
 KF0249                          SUPERSEDED SURVEY CONTROL
 KF0249
 KF0249  NAD 83(1997)-  39 01 38.37378(N)    096 47 39.69795(W) AD(       ) 2
 KF0249  NAD 83(1986)-  39 01 38.37997(N)    096 47 39.69641(W) AD(       ) 2
 KF0249  NAD 27      -  39 01 38.38768(N)    096 47 38.66716(W) AD(       ) 2
 KF0249  NAVD 88 (08/12/03)  376.84   (m)         1236.3    (f) LEVELING    3  
 KF0249  NGVD 29 (??/??/92)  376.730  (m)         1235.99   (f) ADJ UNCH    2 0
 KF0249
 KF0249.Superseded values are not recommended for survey control.
 KF0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0249.See file dsdata.txt to determine how the superseded data were derived.
 KF0249
 KF0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9092722124(NAD 83)
 KF0249_MARKER: DE = TRAVERSE STATION DISK
 KF0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0249_STAMPING: PLAZA 1970
 KF0249_MARK LOGO: CGS   
 KF0249_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0249+STABILITY: SURFACE MOTION
 KF0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0249+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 KF0249
 KF0249  HISTORY     - Date     Condition        Report By
 KF0249  HISTORY     - 1970     MONUMENTED       CGS
 KF0249  HISTORY     - 1970     GOOD             NGS
 KF0249  HISTORY     - 20021007 GOOD             KAWVAL
 KF0249
 KF0249                          STATION DESCRIPTION
 KF0249
 KF0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1970 (CAA)
 KF0249'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF THE BUSINESS
 KF0249'DISTRICT OF JUNCTION CITY ON A HIGH ROCKY CUT ON THE SOUTH SIDE
 KF0249'OF INTERSTATE 70 ABOUT 75 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KF0249'IN NW SEC. 8, T. 12 S.,R.6 E.
 KF0249'
 KF0249'TO REACH THE STATION FROM THE EXIT OFF I-70 FOR GRANDVIEW PLAZA,
 KF0249'GO SOUTH ON AN UNMARKED SURFACED ROAD FOR 0.8 MILE TO A STEEL
 KF0249'GATE ON THE LEFT.  THIS IS THE ENTRANCE TO THE PLAZA SPEEDWAY
 KF0249'WHICH IS NOW ABANDONED.  TURN LEFT AND GO EAST PASSING THROUGH THE
 KF0249'GATE FOR 0.15 MILE TO A GATE AND THE OLD RACETRACK.  PASS THROUGH
 KF0249'THE GATE THEN GO NORTH AROUND THE RACETRACK AND FOLLOW TRACK
 KF0249'ROAD NORTH THEN NORTHEAST ON THE CREST OF A RIDGE FOR 0.6 MILE
 KF0249'TO A WIRE GATE IN A ROCK FENCE.  PASS THROUGH THE GATE AND
 KF0249'CONTINUE NORTHEAST ON THE TRACK ROAD FOR 0.35 MILE TO A SMALL
 KF0249'WHITE BUILDING AND RADIO ANTENNAS ON THE RIGHT, CONTINUE
 KF0249'ON TRACK ROAD FOR 0.1 MILE TO AN EAST-WEST FENCELINE AND THE
 KF0249'STATION JUST NORTH OF THE FENCE.
 KF0249'
 KF0249'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED PLAZA 1970.
 KF0249'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0249'CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH.  IT IS 69.5 FEET
 KF0249'SOUTH OF THE EDGE OF A CUT-BANK AND 38.2 FEET NORTH OF A METAL
 KF0249'WITNESS POST WHICH IS SET IN AN EAST-WEST FENCELINE.  THE
 KF0249'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 KF0249'INCHES BELOW THE GROUND SURFACE.
 KF0249'
 KF0249'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PLAZA NO 1 1970 SET
 KF0249'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KF0249'PROJECTS ABOUT 3 INCHES.  IT IS 112 FEET SOUTH OF THE EDGE OF THE
 KF0249'CUTBANK, 21.8 FEET EAST OF THE WITNESS POST AND 1.2 FEET NORTH
 KF0249'OF THE FENCE.
 KF0249'
 KF0249'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PLAZA NO 2 1970 SET
 KF0249'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KF0249'PROJECTS ABOUT 2 INCHES.  IT IS 112 FEET SOUTH OF THE EDGE OF THE
 KF0249'CUTBANK, 28.5 FEET WEST OF THE WITNESS POST AND 2.5 FEET NORTH
 KF0249'OF THE FENCE.
 KF0249'
 KF0249'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, BUT STATION
 KF0249'RAIL WILL SERVE AS THE AZIMUTH MARK.
 KF0249'
 KF0249'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0249
 KF0249                          STATION RECOVERY (1970)
 KF0249
 KF0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0249'2.3 MI E FROM JUNCTION CITY.
 KF0249'ABOUT 2.3 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0249'OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0249'0.5 MILE EAST OF THE HIGHWAY BRIDGES OVER THE SMOKY HILL RIVER, ON
 KF0249'THE TOP OF A 75-FOOT HIGH ROCK CUT FOR THE HIGHWAY, 72 FEET SOUTH
 KF0249'OF THE TOP OF THE CUT, 37.3 FEET NORTH OF A FENCE, 38.4 FEET NORTH
 KF0249'OF A METAL WITNESS POST, ABOUT 75 FEET ABOVE THE LEVEL OF THE
 KF0249'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KF0249'0.2 FOOT.  SEC 8, T 12 S, R 6 E.
 KF0249
 KF0249                          STATION RECOVERY (2002)
 KF0249
 KF0249'RECOVERY NOTE BY KAW VALLEY ENGINEERING 2002 (CR)
 KF0249'THE STATION IS LOCATED ABOUT 2 MILES EAST OF JUNCTION CITY, 0.1 MILE
 KF0249'EAST OF EXIT 299 OF
 KF0249'INTERSTATE HIGHWAY 70, SOUTH OF THE GRANDVIEW PLAZA, ATOP A CUT BANK
 KF0249'FOR
 KF0249'INTERSTATE HIGHWAY 70.  OWNERSHIP-KANSAS DEPARTMENT OF TRANSPORTATION.
 KF0249'ACCESS
 KF0249'STATION THROUGH KENNETH JOHNSON, LANDOWNER.  TO REACH THE STATION FROM
 KF0249'THE
 KF0249'INTERSECTION OF 6TH STREET AND WASHINGTON STREET IN JUNCTION CITY, GO
 KF0249'EAST ON 6TH
 KF0249'STREET (FLINT HILLS BLVD)  FOR 2.1 MILES TO A PRIVATE DRIVE AT 421
 KF0249'EAST FLINT HILLS BLVD.  GO
 KF0249'0.17 MILE ALONG PRIVATE DRIVE TO A STEEL GATE.  CONTINUE 0.4 MILE
 KF0249'ALONG WINDING GRAVEL
 KF0249'ACCESS ROAD, UP A LARGE HILL.  AT POINT WHERE ROAD CURVES SOUTHWEST TO
 KF0249'TOP OF HILL,
 KF0249'CONTINUE NORTHWEST TO A FENCE LINE AND REFERENCE MARK.  THE STATION IS
 KF0249'ABOUT 35 FEET
 KF0249'NORTHWEST OF THE REFERENCE MARK.  THE STATION PROJECTS 0.2 FT ABOVE
 KF0249'GROUND.  LOCATED
 KF0249'72.0 FEET SOUTH OF A CUT FOR INTERSTATE HIGHWAY 70, 40.0 FEET NORTH OF
 KF0249'THE KSDT FENCE
 KF0249'LINE, ABOUT 425.0 FEET NORTHEAST OF A U.S. GOVERNMENT GENERATOR
 KF0249'STATION AND ABOUT 80.0
 KF0249'FEET ABOVE THE EASTBOUND LANES OF INTERSTATE HIGHWAY 70.
 KF0249'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1385 ***********************************************************************
 JE1385  DESIGNATION -  PLAZA RM 1
 JE1385  PID         -  JE1385
 JE1385  STATE/COUNTY-  KS/JOHNSON
 JE1385  USGS QUAD   -  OLATHE (1991)
 JE1385
 JE1385                         *CURRENT SURVEY CONTROL
 JE1385  ___________________________________________________________________
 JE1385* NAD 83(1986)-  38 54 55.     (N)    094 46 08.     (W)     SCALED    
 JE1385* NAVD 88     -       329.172  (meters)    1079.96   (feet)  ADJUSTED  
 JE1385  ___________________________________________________________________
 JE1385  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JE1385  DYNAMIC HT  -         328.950 (meters)    1079.23  (feet)  COMP
 JE1385  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 JE1385
 JE1385  VERT ORDER  -  SECOND    CLASS 0
 JE1385
 JE1385.The horizontal coordinates were scaled from a topographic map and have
 JE1385.an estimated accuracy of +/- 6 seconds.
 JE1385
 JE1385.The orthometric height was determined by differential leveling
 JE1385.and adjusted by the National Geodetic Survey in June 1991..
 JE1385
 JE1385.The geoid height was determined by GEOID03.
 JE1385
 JE1385.The dynamic height is computed by dividing the NAVD 88
 JE1385.geopotential number by the normal gravity value computed on the
 JE1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1385.degrees latitude (g = 980.6199 gals.).
 JE1385
 JE1385.The modeled gravity was interpolated from observed gravity values.
 JE1385
 JE1385;                    North         East    Units  Estimated Accuracy
 JE1385;SPC KS N     -    69,600.      680,170.      MT  (+/- 180 meters Scaled)
 JE1385
 JE1385                          SUPERSEDED SURVEY CONTROL
 JE1385
 JE1385  NGVD 29 (??/??/92)  329.044  (m)         1079.54   (f) ADJ UNCH    2 0
 JE1385
 JE1385.Superseded values are not recommended for survey control.
 JE1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1385.See file dsdata.txt to determine how the superseded data were derived.
 JE1385
 JE1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD466088(NAD 83)
 JE1385_MARKER: DR = REFERENCE MARK DISK
 JE1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1385_STAMPING: PLAZA NO 1 1974
 JE1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1385+STABILITY: SURFACE MOTION
 JE1385
 JE1385  HISTORY     - Date     Condition        Report By
 JE1385  HISTORY     - 1974     MONUMENTED       NGS
 JE1385  HISTORY     - 1983     GOOD             NGS
 JE1385
 JE1385                          STATION DESCRIPTION
 JE1385
 JE1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1385'5.05 MI N FROM OLATHE.
 JE1385'AT THE PLAZA STATION SITE, 28.93 FEET NORTHEAST OF THE STATION, 19.6
 JE1385'FEET WEST OF THE NORTH BOUND LANE OF I-35, 31.5 FEET NORTH OF THE
 JE1385'METAL WITNESS SIGN, AND ABOUT THE SAME ELEVATION AS THE STATION.  SET
 JE1385'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 1
 JE1385'FOOT BELOW THE LEVEL OF THE NORTH BOUND LANE OF HIGHWAY.
 JE1385
 JE1385                          STATION RECOVERY (1983)
 JE1385
 JE1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JE1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0250 ***********************************************************************
 KF0250  DESIGNATION -  PLAZA RM 1
 KF0250  PID         -  KF0250
 KF0250  STATE/COUNTY-  KS/GEARY
 KF0250  USGS QUAD   -  JUNCTION CITY (1982)
 KF0250
 KF0250                         *CURRENT SURVEY CONTROL
 KF0250  ___________________________________________________________________
 KF0250* NAD 83(1986)-  39 01 38.     (N)    096 47 39.     (W)     SCALED    
 KF0250* NAVD 88     -       377.204  (meters)    1237.54   (feet)  ADJUSTED  
 KF0250  ___________________________________________________________________
 KF0250  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 KF0250  DYNAMIC HT  -         376.945 (meters)    1236.69  (feet)  COMP
 KF0250  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 KF0250
 KF0250  VERT ORDER  -  SECOND    CLASS 0
 KF0250
 KF0250.The horizontal coordinates were scaled from a topographic map and have
 KF0250.an estimated accuracy of +/- 6 seconds.
 KF0250
 KF0250.The orthometric height was determined by differential leveling
 KF0250.and adjusted by the National Geodetic Survey in June 1991..
 KF0250
 KF0250.The geoid height was determined by GEOID03.
 KF0250
 KF0250.The dynamic height is computed by dividing the NAVD 88
 KF0250.geopotential number by the normal gravity value computed on the
 KF0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0250.degrees latitude (g = 980.6199 gals.).
 KF0250
 KF0250.The modeled gravity was interpolated from observed gravity values.
 KF0250
 KF0250;                    North         East    Units  Estimated Accuracy
 KF0250;SPC KS N     -    77,720.      504,410.      MT  (+/- 180 meters Scaled)
 KF0250
 KF0250                          SUPERSEDED SURVEY CONTROL
 KF0250
 KF0250  NGVD 29 (??/??/92)  377.090  (m)         1237.17   (f) ADJ UNCH    2 0
 KF0250
 KF0250.Superseded values are not recommended for survey control.
 KF0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0250.See file dsdata.txt to determine how the superseded data were derived.
 KF0250
 KF0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ909221(NAD 83)
 KF0250_MARKER: DR = REFERENCE MARK DISK
 KF0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0250_STAMPING: PLAZA NO 1 1970
 KF0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0250+STABILITY: SURFACE MOTION
 KF0250
 KF0250  HISTORY     - Date     Condition        Report By
 KF0250  HISTORY     - 1970     MONUMENTED       NGS
 KF0250
 KF0250                          STATION DESCRIPTION
 KF0250
 KF0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0250'2.3 MI E FROM JUNCTION CITY.
 KF0250'ABOUT 2.3 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0250'OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY, ON
 KF0250'THE TOP OF A 75-FOOT HIGH ROCK CUT FOR THE HIGHWAY, 66.5 FEET
 KF0250'NORTHEAST OF A POWER POLE, 1.2 FEET NORTH OF A FENCE, 38.40 FEET
 KF0250'SOUTHEAST OF THE STATION MARK, 21.7 FEET EAST OF A METAL WITNESS
 KF0250'POST, ABOUT 75 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 KF0250'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT.  SEC 8,
 KF0250'T 12 S, R 6 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1383 ***********************************************************************
 JE1383  DESIGNATION -  PLAZA RM 2
 JE1383  PID         -  JE1383
 JE1383  STATE/COUNTY-  KS/JOHNSON
 JE1383  USGS QUAD   -  OLATHE (1991)
 JE1383
 JE1383                         *CURRENT SURVEY CONTROL
 JE1383  ___________________________________________________________________
 JE1383* NAD 83(1986)-  38 54 55.     (N)    094 46 08.     (W)     SCALED    
 JE1383* NAVD 88     -       329.684  (meters)    1081.64   (feet)  ADJUSTED  
 JE1383  ___________________________________________________________________
 JE1383  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 JE1383  DYNAMIC HT  -         329.462 (meters)    1080.91  (feet)  COMP
 JE1383  MODELED GRAV-     979,946.2   (mgal)                       NAVD 88
 JE1383
 JE1383  VERT ORDER  -  SECOND    CLASS 0
 JE1383
 JE1383.The horizontal coordinates were scaled from a topographic map and have
 JE1383.an estimated accuracy of +/- 6 seconds.
 JE1383
 JE1383.The orthometric height was determined by differential leveling
 JE1383.and adjusted by the National Geodetic Survey in June 1991..
 JE1383
 JE1383.The geoid height was determined by GEOID03.
 JE1383
 JE1383.The dynamic height is computed by dividing the NAVD 88
 JE1383.geopotential number by the normal gravity value computed on the
 JE1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1383.degrees latitude (g = 980.6199 gals.).
 JE1383
 JE1383.The modeled gravity was interpolated from observed gravity values.
 JE1383
 JE1383;                    North         East    Units  Estimated Accuracy
 JE1383;SPC KS N     -    69,600.      680,170.      MT  (+/- 180 meters Scaled)
 JE1383
 JE1383                          SUPERSEDED SURVEY CONTROL
 JE1383
 JE1383  NGVD 29 (??/??/92)  329.557  (m)         1081.22   (f) ADJ UNCH    2 0
 JE1383
 JE1383.Superseded values are not recommended for survey control.
 JE1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1383.See file dsdata.txt to determine how the superseded data were derived.
 JE1383
 JE1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD466088(NAD 83)
 JE1383_MARKER: DR = REFERENCE MARK DISK
 JE1383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1383_SP_SET: OVERPASS
 JE1383_STAMPING: PLAZA NO 2 1974
 JE1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1383
 JE1383  HISTORY     - Date     Condition        Report By
 JE1383  HISTORY     - 1974     MONUMENTED       NGS
 JE1383  HISTORY     - 1983     GOOD             NGS
 JE1383
 JE1383                          STATION DESCRIPTION
 JE1383
 JE1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1383'5.05 MI N FROM OLATHE.
 JE1383'AT THE PLAZA STATION SITE, 24.76 FEET SOUTHWEST OF THE STATION, 15.5
 JE1383'FEET SOUTH OF THE NORTH END OF THE OVERPASS, 17.6 FEET WEST OF THE
 JE1383'CENTERLINE OF THE NORTH BOUND LANE OF HIGHWAY AND 22.0 FEET SOUTH OF
 JE1383'THE METAL WITNESS SIGN.  SET IN THE TOP OF THE WEST RAIL OF A OVERPASS
 JE1383'AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE NORTH BOUND LANE OF
 JE1383'HIGHWAY.
 JE1383
 JE1383                          STATION RECOVERY (1983)
 JE1383
 JE1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JE1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0248 ***********************************************************************
 KF0248  DESIGNATION -  PLAZA RM 2
 KF0248  PID         -  KF0248
 KF0248  STATE/COUNTY-  KS/GEARY
 KF0248  USGS QUAD   -  JUNCTION CITY (1982)
 KF0248
 KF0248                         *CURRENT SURVEY CONTROL
 KF0248  ___________________________________________________________________
 KF0248* NAD 83(1986)-  39 01 38.     (N)    096 47 39.     (W)     SCALED    
 KF0248* NAVD 88     -       377.510  (meters)    1238.55   (feet)  ADJUSTED  
 KF0248  ___________________________________________________________________
 KF0248  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 KF0248  DYNAMIC HT  -         377.251 (meters)    1237.70  (feet)  COMP
 KF0248  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 KF0248
 KF0248  VERT ORDER  -  SECOND    CLASS 0
 KF0248
 KF0248.The horizontal coordinates were scaled from a topographic map and have
 KF0248.an estimated accuracy of +/- 6 seconds.
 KF0248
 KF0248.The orthometric height was determined by differential leveling
 KF0248.and adjusted by the National Geodetic Survey in June 1991..
 KF0248
 KF0248.The geoid height was determined by GEOID03.
 KF0248
 KF0248.The dynamic height is computed by dividing the NAVD 88
 KF0248.geopotential number by the normal gravity value computed on the
 KF0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0248.degrees latitude (g = 980.6199 gals.).
 KF0248
 KF0248.The modeled gravity was interpolated from observed gravity values.
 KF0248
 KF0248;                    North         East    Units  Estimated Accuracy
 KF0248;SPC KS N     -    77,720.      504,410.      MT  (+/- 180 meters Scaled)
 KF0248
 KF0248                          SUPERSEDED SURVEY CONTROL
 KF0248
 KF0248  NGVD 29 (??/??/92)  377.396  (m)         1238.17   (f) ADJ UNCH    2 0
 KF0248
 KF0248.Superseded values are not recommended for survey control.
 KF0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0248.See file dsdata.txt to determine how the superseded data were derived.
 KF0248
 KF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ909221(NAD 83)
 KF0248_MARKER: DR = REFERENCE MARK DISK
 KF0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0248_STAMPING: PLAZA NO 2 1970
 KF0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0248+STABILITY: SURFACE MOTION
 KF0248
 KF0248  HISTORY     - Date     Condition        Report By
 KF0248  HISTORY     - 1970     MONUMENTED       NGS
 KF0248
 KF0248                          STATION DESCRIPTION
 KF0248
 KF0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0248'2.3 MI E FROM JUNCTION CITY.
 KF0248'ABOUT 2.3 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0248'OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY, ON THE
 KF0248'TOP OF A 75-FOOT HIGH ROCK CUT FOR THE HIGHWAY, 47 FEET NORTH
 KF0248'OF A POWER POLE, 2.4 FEET NORTH OF A FENCE, 51.50 FEET SOUTHWEST
 KF0248'OF THE STATION MARK, 29.0 FEET WEST OF A METAL WITNESS POST, ABOUT
 KF0248'75 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 KF0248'A CONCRETE POST WHICH PROJECTS 0.2 FOOT.  SEC 8, T 12 S, R 6 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1386 ***********************************************************************
 JE1386  DESIGNATION -  PLAZA RM 3
 JE1386  PID         -  JE1386
 JE1386  STATE/COUNTY-  KS/JOHNSON
 JE1386  USGS QUAD   -  OLATHE (1991)
 JE1386
 JE1386                         *CURRENT SURVEY CONTROL
 JE1386  ___________________________________________________________________
 JE1386* NAD 83(1986)-  38 55 22.     (N)    094 45 42.     (W)     SCALED    
 JE1386* NAVD 88     -       321.786  (meters)    1055.73   (feet)  ADJUSTED  
 JE1386  ___________________________________________________________________
 JE1386  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JE1386  DYNAMIC HT  -         321.569 (meters)    1055.01  (feet)  COMP
 JE1386  MODELED GRAV-     979,946.5   (mgal)                       NAVD 88
 JE1386
 JE1386  VERT ORDER  -  SECOND    CLASS 0
 JE1386
 JE1386.The horizontal coordinates were scaled from a topographic map and have
 JE1386.an estimated accuracy of +/- 6 seconds.
 JE1386
 JE1386.The orthometric height was determined by differential leveling
 JE1386.and adjusted by the National Geodetic Survey in June 1991..
 JE1386
 JE1386.The geoid height was determined by GEOID03.
 JE1386
 JE1386.The dynamic height is computed by dividing the NAVD 88
 JE1386.geopotential number by the normal gravity value computed on the
 JE1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1386.degrees latitude (g = 980.6199 gals.).
 JE1386
 JE1386.The modeled gravity was interpolated from observed gravity values.
 JE1386
 JE1386;                    North         East    Units  Estimated Accuracy
 JE1386;SPC KS N     -    70,460.      680,760.      MT  (+/- 180 meters Scaled)
 JE1386
 JE1386                          SUPERSEDED SURVEY CONTROL
 JE1386
 JE1386  NGVD 29 (??/??/92)  321.659  (m)         1055.31   (f) ADJ UNCH    2 0
 JE1386
 JE1386.Superseded values are not recommended for survey control.
 JE1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1386.See file dsdata.txt to determine how the superseded data were derived.
 JE1386
 JE1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD472096(NAD 83)
 JE1386_MARKER: DR = REFERENCE MARK DISK
 JE1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1386_STAMPING: PLAZA NO 3 AZ 1974
 JE1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1386+STABILITY: SURFACE MOTION
 JE1386
 JE1386  HISTORY     - Date     Condition        Report By
 JE1386  HISTORY     - 1974     MONUMENTED       NGS
 JE1386  HISTORY     - 1983     GOOD             NGS
 JE1386
 JE1386                          STATION DESCRIPTION
 JE1386
 JE1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1386'5.75 MI N FROM OLATHE.
 JE1386'ABOUT 5.75 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 JE1386'WITH US HIGHWAY 169 AND STATE HIGHWAY 7 AT THE SOUTH EDGE OF OLATHE,
 JE1386'IN THE MEDIA STRIP OF HIGHWAY, 22.0 FEET NORTHEAST OF THE NORTHEAST
 JE1386'CORNER OF A CATCH BASIN, 37.0 FEET WEST OF THE CENTERLINE OF THE NORTH
 JE1386'BOUND LANE OF HIGHWAY, 38.5 FEET EAST OF THE CENTERLINE OF THE SOUTH
 JE1386'BOUND LANE OF HIGHWAY AND 2 FEET FROM A METAL WITNESS SIGN. SET IN THE
 JE1386'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 2 FEET BELOW
 JE1386'THE LEVEL OF THE HIGHWAY.
 JE1386
 JE1386                          STATION RECOVERY (1983)
 JE1386
 JE1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JE1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0763 ***********************************************************************
 HE0763  DESIGNATION -  PLEASANT
 HE0763  PID         -  HE0763
 HE0763  STATE/COUNTY-  KS/LABETTE
 HE0763  USGS QUAD   -  ALTAMONT (1974)
 HE0763
 HE0763                         *CURRENT SURVEY CONTROL
 HE0763  ___________________________________________________________________
 HE0763* NAD 83(1997)-  37 09 50.55570(N)    095 20 23.44258(W)     ADJUSTED  
 HE0763* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 HE0763  ___________________________________________________________________
 HE0763  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 HE0763  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HE0763
 HE0763  HORZ ORDER  -  SECOND
 HE0763
 HE0763.The horizontal coordinates were established by classical geodetic methods
 HE0763.and adjusted by the National Geodetic Survey in October 1998..
 HE0763
 HE0763.The orthometric height was scaled from a topographic map.
 HE0763
 HE0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0763
 HE0763.The geoid height was determined by GEOID03.
 HE0763
 HE0763;                    North         East     Units Scale Factor Converg.
 HE0763;SPC KS S     -   459,958.370   680,637.589   MT  1.00002176   +1 56 31.2
 HE0763;UTM  15      - 4,115,634.003   292,242.137   MT  1.00013174   -1 24 50.4
 HE0763
 HE0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0763!SPC KS S     -   0.99996277  x   1.00002176  =   0.99998453
 HE0763!UTM  15      -   0.99996277  x   1.00013174  =   1.00009451
 HE0763
 HE0763:                Primary Azimuth Mark                     Grid Az
 HE0763:SPC KS S     -  ALTAMONT REA RAD KAB 484 MAST            049 29 05.5
 HE0763:UTM  15      -  ALTAMONT REA RAD KAB 484 MAST            052 50 27.1
 HE0763
 HE0763|---------------------------------------------------------------------|
 HE0763| PID    Reference Object                     Distance      Geod. Az  |
 HE0763|                                                           dddmmss.s |
 HE0763| HE0759 ALTAMONT REA RAD KAB 484 MAST       APPROX. 4.9 KM 0512536.7 |
 HE0763| HE0760 ALTAMONT W MUNICIPAL TANK           APPROX. 4.9 KM 0534245.0 |
 HE0763| CL5998 PLEASANT AZ MK                                     0925814.7 |
 HE0763| CL5999 PLEASANT RM 1                        29.227 METERS 13409     |
 HE0763| CL6000 PLEASANT RM 2                        28.565 METERS 22519     |
 HE0763|---------------------------------------------------------------------|
 HE0763
 HE0763                          SUPERSEDED SURVEY CONTROL
 HE0763
 HE0763  NAD 83(1997)-  37 09 50.55973(N)    095 20 23.44255(W) AD(       ) 2
 HE0763  NAD 83(1986)-  37 09 50.57039(N)    095 20 23.42875(W) AD(       ) 2
 HE0763  NAD 27      -  37 09 50.32588(N)    095 20 22.53605(W) AD(       ) 2
 HE0763
 HE0763.Superseded values are not recommended for survey control.
 HE0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0763.See file dsdata.txt to determine how the superseded data were derived.
 HE0763
 HE0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9224215634(NAD 83)
 HE0763_MARKER: DS = TRIANGULATION STATION DISK
 HE0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0763
 HE0763  HISTORY     - Date     Condition        Report By
 HE0763  HISTORY     - 1965     MONUMENTED       CGS
 HE0763
 HE0763                          STATION DESCRIPTION
 HE0763
 HE0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0763'THE STATION IS 2 MILES SOUTH AND 2 MILES WEST OF ALTAMONT,
 HE0763'2 MILES SOUTH OF STATE HIGHWAY 96, 1 MILE EAST OF STATE
 HE0763'HIGHWAY 101, ON THE NORTH RIGHT-OF-WAY OF AN EAST-WEST SECTION
 HE0763'LINE ROAD.
 HE0763'
 HE0763'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND
 HE0763'STATE HIGHWAY 96, 1-1/2 MILES EAST OF ALTAMONT, GO WEST ON
 HE0763'HIGHWAY 96 FOR 3.95 MILES TO A CROSSROAD AND STATE HIGHWAY
 HE0763'DEPARTMENT BUILDING IN THE SOUTHEAST ANGLE.  TURN LEFT AND
 HE0763'GO SOUTH ON A GRAVEL ROAD FOR 2.0 MILES TO A CROSSROAD AND
 HE0763'THE STATION ON THE LEFT.
 HE0763'
 HE0763'STATION MARK IS A STANDARD DISK STAMPED PLEASANT 1964, SET IN
 HE0763'THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE
 HE0763'GROUND SURFACE.  IT IS 95 FEET EAST OF THE CENTERLINE OF A
 HE0763'NORTH-SOUTH GRAVEL ROAD, 66.5 FEET EAST OF A SOUTHWEST CORNER
 HE0763'FENCE POST, 35 FEET NORTH OF AN EAST-WEST GRAVEL ROAD AND 8
 HE0763'FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 HE0763'
 HE0763'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PLEASANT NO
 HE0763'1 1964, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HE0763'WHICH PROJECTS 2 INCHES.  IT IS 32 FEET SOUTH OF THE CENTERLINE
 HE0763'OF A GRAVEL ROAD AND 1.2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 HE0763'FENCE.
 HE0763'
 HE0763'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PLEASANT NO 2
 HE0763'1964, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH
 HE0763'WITH THE SURFACE OF THE GROUND.  IT IS 31 FEET SOUTH OF THE
 HE0763'CENTERLINE OF A GRAVEL ROAD, 2 FEET NORTHEAST OF A NORTHWEST
 HE0763'CORNER FENCE POST AND 1.5 FEET EAST OF A METAL WITNESS POST.
 HE0763'
 HE0763'AZIMUTH MARK IS A STANDARD DISK STAMPED PLEASANT 1964, SET
 HE0763'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH
 HE0763'THE GROUND SURFACE.  IT IS 27 FEET SOUTH OF THE CENTERLINE
 HE0763'OF A GRAVEL ROAD, 10.5 FEET WEST-NORTHWEST OF A POWER POLE,
 HE0763'2 FEET NORTHWEST OF A METAL WITNESS POST AND 2 FEET NORTH OF
 HE0763'THE SOUTH RIGHT-OF-WAY FENCE.
 HE0763'
 HE0763'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 HE0763'GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 HE0763'
 HE0763'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1671 ***********************************************************************
 JE1671  DESIGNATION -  PLEASANT
 JE1671  PID         -  JE1671
 JE1671  STATE/COUNTY-  KS/FRANKLIN
 JE1671  USGS QUAD   -  OTTAWA NW (1983)
 JE1671
 JE1671                         *CURRENT SURVEY CONTROL
 JE1671  ___________________________________________________________________
 JE1671* NAD 83(1997)-  38 43 27.32179(N)    095 24 05.44625(W)     ADJUSTED  
 JE1671* NAVD 88     -       341.     (meters)    1119.     (feet)  SCALED    
 JE1671  ___________________________________________________________________
 JE1671  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JE1671  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 JE1671
 JE1671  HORZ ORDER  -  SECOND
 JE1671
 JE1671.The horizontal coordinates were established by classical geodetic methods
 JE1671.and adjusted by the National Geodetic Survey in October 1998..
 JE1671
 JE1671.The orthometric height was scaled from a topographic map.
 JE1671
 JE1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1671
 JE1671.The geoid height was determined by GEOID03.
 JE1671
 JE1671;                    North         East     Units Scale Factor Converg.
 JE1671;SPC KS S     -   632,849.696   669,409.311   MT  1.00003497   +1 54 14.8
 JE1671;SPC KS N     -    46,638.451   625,937.387   MT  0.99999878   +1 38 38.8
 JE1671;UTM  15      - 4,288,915.615   291,230.647   MT  1.00013674   -1 30 10.3
 JE1671
 JE1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1671!SPC KS S     -   0.99995143  x   1.00003497  =   0.99998640
 JE1671!SPC KS N     -   0.99995143  x   0.99999878  =   0.99995021
 JE1671!UTM  15      -   0.99995143  x   1.00013674  =   1.00008817
 JE1671
 JE1671|---------------------------------------------------------------------|
 JE1671| PID    Reference Object                     Distance      Geod. Az  |
 JE1671|                                                           dddmmss.s |
 JE1671| CL5996 PLEASANT RM 1                        19.443 METERS 00905     |
 JE1671| CL5995 PLEASANT AZ MK                                     0881130.5 |
 JE1671| CL5997 PLEASANT RM 2                        11.937 METERS 27027     |
 JE1671| JE1684 OVERBROOK ATT RELAY TOWER           APPROX. 7.4 KM 3360550.5 |
 JE1671|---------------------------------------------------------------------|
 JE1671
 JE1671                          SUPERSEDED SURVEY CONTROL
 JE1671
 JE1671  NAD 83(1986)-  38 43 27.32875(N)    095 24 05.44871(W) AD(       ) 2
 JE1671  NAD 27      -  38 43 27.30441(N)    095 24 04.52825(W) AD(       ) 2
 JE1671
 JE1671.Superseded values are not recommended for survey control.
 JE1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1671.See file dsdata.txt to determine how the superseded data were derived.
 JE1671
 JE1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC9123188916(NAD 83)
 JE1671_MARKER: DS = TRIANGULATION STATION DISK
 JE1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1671
 JE1671  HISTORY     - Date     Condition        Report By
 JE1671  HISTORY     - 1960     MONUMENTED       CGS
 JE1671  HISTORY     - 1970     GOOD             NGS
 JE1671
 JE1671                          STATION DESCRIPTION
 JE1671
 JE1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1671'THE STATION IS ABOUT 8-1/2 MILES EAST AND 4 MILES SOUTH OF
 JE1671'OVERBROOK AND JUST SOUTH OF THE SOUTHEAST CORNER OF THE PLEASANT
 JE1671'HILL CEMETERY ON THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST ROAD.
 JE1671'
 JE1671'TO REACH THE STATION FROM THE POST OFFICE AT OVERBROOK GO NORTH
 JE1671'ON THE MAIN STREET FOR 0.3 MILE TO U.S. HIGHWAY 56, TURN RIGHT
 JE1671'AND GO EAST ON U.S. HIGHWAY 56 FOR 8.5 MILES TO A CROSSROAD AND
 JE1671'THE GLOBE STORE IN THE SOUTHWEST ANGLE.  TURN RIGHT AND GO
 JE1671'SOUTH ON THE GRAVELED ROAD FOR 4.0 MILES TO A CROSSROAD, TURN
 JE1671'RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO THE
 JE1671'STATION ON THE LEFT.
 JE1671'
 JE1671'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON THE
 JE1671'GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JE1671'
 JE1671'THE STATION MARK, STAMPED PLEASANT 1960, IS A STANDARD DISK SET
 JE1671'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 JE1671'IT IS 32 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 4-1/2 FEET
 JE1671'WEST OF THE WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE
 JE1671'LINE.
 JE1671'
 JE1671'REFERENCE MARK NO. 1, STAMPED PLEASANT NO 1 1960, IS A STANDARD
 JE1671'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 JE1671'5 INCHES.  IT IS 31 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD
 JE1671'AND 1-1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CEMETERY.
 JE1671'
 JE1671'REFERENCE MARK NO. 2, STAMPED PLEASANT NO 2 1960, IS A STANDARD DISK
 JE1671'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 JE1671'5 INCHES.  IT IS 32 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD
 JE1671'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 JE1671'
 JE1671'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 69.72 FEET.
 JE1671'
 JE1671'THE AZIMUTH MARK, STAMPED PLEASANT 1960, IS A STANDARD DISK SET
 JE1671'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 JE1671'INCHES.  IT IS 85 FEET WEST OF THE CENTER OF A DRIVEWAY, 33 FEET
 JE1671'NORTH OF THE CENTER OF THE GRAVELED ROAD, 2 FEET WEST OF A WITNESS
 JE1671'POST AND 6 INCHES SOUTH OF A YARD FENCE.
 JE1671
 JE1671                          STATION RECOVERY (1970)
 JE1671
 JE1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1671'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1671'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 JE1671'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 JE1671'ADEQUATE FOR RECOVERY.
 JE1671'
 JE1671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 JE1671'SOUTH OF OVERBROOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0699 ***********************************************************************
 KG0699  DESIGNATION -  PLEASANT
 KG0699  PID         -  KG0699
 KG0699  STATE/COUNTY-  KS/SMITH
 KG0699  USGS QUAD   -  ATHOL (1973)
 KG0699
 KG0699                         *CURRENT SURVEY CONTROL
 KG0699  ___________________________________________________________________
 KG0699* NAD 83(1997)-  39 50 52.75358(N)    098 57 02.97320(W)     ADJUSTED  
 KG0699* NAVD 88     -       616.     (meters)    2021.     (feet)  SCALED    
 KG0699  ___________________________________________________________________
 KG0699  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 KG0699  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 KG0699
 KG0699  HORZ ORDER  -  SECOND
 KG0699
 KG0699.The horizontal coordinates were established by classical geodetic methods
 KG0699.and adjusted by the National Geodetic Survey in October 1998..
 KG0699
 KG0699.The orthometric height was scaled from a topographic map.
 KG0699
 KG0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0699
 KG0699.The geoid height was determined by GEOID03.
 KG0699
 KG0699;                    North         East     Units Scale Factor Converg.
 KG0699;SPC KS N     -   168,578.135   318,626.140   MT  1.00001113   -0 36 05.8
 KG0699;SPC NE       -     2,171.997   589,795.648   MT  1.00007211   +0 41 43.0
 KG0699;UTM  14      - 4,410,886.653   504,206.780   MT  0.99960022   +0 01 53.4
 KG0699
 KG0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0699!SPC KS N     -   0.99990736  x   1.00001113  =   0.99991849
 KG0699!SPC NE       -   0.99990736  x   1.00007211  =   0.99997947
 KG0699!UTM  14      -   0.99990736  x   0.99960022  =   0.99950762
 KG0699
 KG0699|---------------------------------------------------------------------|
 KG0699| PID    Reference Object                     Distance      Geod. Az  |
 KG0699|                                                           dddmmss.s |
 KG0699| CN9470 PLEASANT RM 1                        36.652 METERS 01815     |
 KG0699| CN9471 PLEASANT RM 2                        30.468 METERS 10604     |
 KG0699| CN9469 PLEASANT AZ MK                                     1563829.6 |
 KG0699| KG0702 KENSINGTON MUNICIPAL TANK           APPROX.11.3 KM 2174014.9 |
 KG0699|---------------------------------------------------------------------|
 KG0699
 KG0699                          SUPERSEDED SURVEY CONTROL
 KG0699
 KG0699  NAD 83(1997)-  39 50 52.75649(N)    098 57 02.97358(W) AD(       ) 2
 KG0699  NAD 83(1986)-  39 50 52.75943(N)    098 57 02.97361(W) AD(       ) 2
 KG0699  NAD 27      -  39 50 52.71500(N)    098 57 01.68400(W) AD(       ) 2
 KG0699
 KG0699.Superseded values are not recommended for survey control.
 KG0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0699.See file dsdata.txt to determine how the superseded data were derived.
 KG0699
 KG0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK0420710887(NAD 83)
 KG0699_MARKER: DS = TRIANGULATION STATION DISK
 KG0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0699
 KG0699  HISTORY     - Date     Condition        Report By
 KG0699  HISTORY     - 1950     MONUMENTED       CGS
 KG0699
 KG0699                          STATION DESCRIPTION
 KG0699
 KG0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0699'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH AND 4.5 MILES EAST
 KG0699'OF KENSINGTON AND ABOUT 6.0 MILES NORTH AND 2.25 MILES WEST OF
 KG0699'ATHOL IN A PASTURE ON THE HIGHEST POINT AND NEAR THE SOUTH END
 KG0699'OF A PROMINENT NORTH-SOUTH RIDGE.  IT IS STAMPED PLEASANT
 KG0699'1950 AND IS FLUSH WITH THE GROUND SURFACE.
 KG0699'
 KG0699'REFERENCE MARK NO. 1 IS IN AN OPEN PASTURE ABOUT 4 FEET LOWER
 KG0699'IN ELEVATION THAN THE STATION.  IT IS STAMPED PLEASANT NO 1 1950
 KG0699'AND IS FLUSH WITH THE GROUND SURFACE.
 KG0699'
 KG0699'REFERENCE MARK NO. 2 IS IN AN OPEN PASTURE ON THE EAST SLOPE OF
 KG0699'HILL ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 KG0699'STAMPED PLEASANT NO 2 1950 AND IS FLUSH WITH THE GROUND SURFACE.
 KG0699'
 KG0699'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 156.42 FEET.
 KG0699'
 KG0699'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 22 FEET NORTH OF
 KG0699'THE CENTER OF ROAD, 2 FEET WEST OF A WITNESS POST AND 1 FOOT
 KG0699'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED PLEASANT
 KG0699'1950 AND PROJECTS 6 INCHES.
 KG0699'
 KG0699'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KG0699'STATE HIGHWAY 8, 0.8 MILE WEST OF ATHOL, GO NORTH ON STATE
 KG0699'HIGHWAY 8 FOR 5.1 MILES TO A CROSSROAD, TURN LEFT AND GO WEST
 KG0699'ON DIRT ROAD FOR 0.7 MILE TO AZIMUTH ON RIGHT AS DESCRIBED.
 KG0699'FROM THIS POINT LET DOWN FENCE AND GO NORTH-NORTHWEST ACROSS
 KG0699'A CULTIVATED FIELD AND PASTURE FOR 0.35 MILE TO HIGHEST POINT
 KG0699'OF RIDGE AND STATION AS DESCRIBED.
 KG0699'
 KG0699'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1110 ***********************************************************************
 KF1110  DESIGNATION -  PLEASANT
 KF1110  PID         -  KF1110
 KF1110  STATE/COUNTY-  KS/GEARY
 KF1110  USGS QUAD   -  MILFORD DAM (1982)
 KF1110
 KF1110                         *CURRENT SURVEY CONTROL
 KF1110  ___________________________________________________________________
 KF1110* NAD 83(1997)-  39 06 12.72755(N)    096 53 17.77346(W)     ADJUSTED  
 KF1110* NAVD 88     -       394.65   (+/-2cm)    1294.8    (feet)  VERTCON   
 KF1110  ___________________________________________________________________
 KF1110  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 KF1110  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 KF1110
 KF1110  HORZ ORDER  -  SECOND
 KF1110  VERT ORDER  -  THIRD ? (See Below)
 KF1110
 KF1110.The horizontal coordinates were established by classical geodetic methods
 KF1110.and adjusted by the National Geodetic Survey in October 1998..
 KF1110
 KF1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1110.The vertical order pertains to the NGVD 29 superseded value.
 KF1110
 KF1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1110
 KF1110.The geoid height was determined by GEOID03.
 KF1110
 KF1110;                    North         East     Units Scale Factor Converg.
 KF1110;SPC KS N     -    86,091.103   496,158.377   MT  0.99996013   +0 42 12.3
 KF1110;UTM  14      - 4,330,389.051   682,600.118   MT  1.00001057   +1 19 56.2
 KF1110
 KF1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1110!SPC KS N     -   0.99994270  x   0.99996013  =   0.99990283
 KF1110!UTM  14      -   0.99994270  x   1.00001057  =   0.99995327
 KF1110
 KF1110|---------------------------------------------------------------------|
 KF1110| PID    Reference Object                     Distance      Geod. Az  |
 KF1110|                                                           dddmmss.s |
 KF1110| CL8162 PLEASANT RM 3                        23.464 METERS 08818     |
 KF1110| KF1094 FORT RILEY CUSTER HILL SE TANK      APPROX. 7.4 KM 0945130.1 |
 KF1110| CL8160 PLEASANT RM 1                        24.890 METERS 11310     |
 KF1110| CL8159 PLEASANT AZ MK                                     1520230.4 |
 KF1110| KF1095 JUNCTION CITY MUN TANK              APPROX.10.0 KM 1580643.6 |
 KF1110| CL8161 PLEASANT RM 2                        38.899 METERS 21858     |
 KF1110| KF0846 WAKEFIELD TANK                      APPROX.16.3 KM 3173353.2 |
 KF1110| KF1112 MILFORD NEW MUNICIPAL TANK          APPROX. 8.3 KM 3445726.7 |
 KF1110|---------------------------------------------------------------------|
 KF1110
 KF1110                          SUPERSEDED SURVEY CONTROL
 KF1110
 KF1110  NAD 83(1986)-  39 06 12.73407(N)    096 53 17.77194(W) AD(       ) 2
 KF1110  NAD 27      -  39 06 12.74500(N)    096 53 16.73300(W) AD(       ) 2
 KF1110  NGVD 29 (07/19/86)  394.52   (m)         1294.4    (f) LEVELING    3  
 KF1110
 KF1110.Superseded values are not recommended for survey control.
 KF1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1110.See file dsdata.txt to determine how the superseded data were derived.
 KF1110
 KF1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8260030389(NAD 83)
 KF1110_MARKER: DS = TRIANGULATION STATION DISK
 KF1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1110_STAMPING: PLEASANT 1947
 KF1110_MARK LOGO: CGS   
 KF1110_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KF1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF1110+STABILITY: SURFACE MOTION
 KF1110
 KF1110  HISTORY     - Date     Condition        Report By
 KF1110  HISTORY     - 1947     MONUMENTED       CGS
 KF1110  HISTORY     - 1953     GOOD             LOCENG
 KF1110  HISTORY     - 1964     GOOD             CGS
 KF1110  HISTORY     - 19810615 GOOD             NGS
 KF1110
 KF1110                          STATION DESCRIPTION
 KF1110
 KF1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1110'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF JUNCTION CITY
 KF1110'AND 4.5 MILES SOUTH OF MILFORD IN THE NORTHEAST CORNER OF THE
 KF1110'PLEASANT VIEW (DISTRICT NO. 3) SCHOOL YARD.  IT IS 123 FEET
 KF1110'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 16 FEET
 KF1110'WEST OF AN IRON RAIL FENCE, 47 FEET WEST OF THE CENTER OF A
 KF1110'GRAVELED ROAD AND 20 FEET SOUTH OF AN EAST-WEST ROW OF CEDAR
 KF1110'TREES.  IT IS STAMPED PLEASANT 1947 AND IS FLUSH WITH THE
 KF1110'GROUND.
 KF1110'
 KF1110'REFERENCE MARK NO. 1 IS AT THE WEST EDGE OF A CULTIVATED FIELD,
 KF1110'28 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND ABOUT 2 FEET
 KF1110'HIGHER THAN THE STATION MARK.  IT IS STAMPED PLEASANT NO 1 1947
 KF1110'AND PROJECTS 6 INCHES.
 KF1110'
 KF1110'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF THE NORTH SIDE OF THE
 KF1110'SCHOOLHOUSE, 11 FEET WEST OF THE NORTHEAST CORNER AND 15 FEET
 KF1110'EAST OF THE NORTHWEST CORNER.  IT IS STAMPED PLEASANT NO 2 1947
 KF1110'AND IS FLUSH WITH THE GROUND.
 KF1110'
 KF1110'AZIMUTH MARK IS AT THE EAST EDGE OF A PASTURE, 110 FEET NORTH OF
 KF1110'THE NORTH END OF A WIRE GATE, 7 FEET WEST OF A NORTH-SOUTH FENCE
 KF1110'LINE AND ROW OF HEDGE TREES, 31.5 FEET EAST OF A NORTH-SOUTH TRACK
 KF1110'ROAD, 46 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 3 FEET
 KF1110'NORTH OF A 4-INCH SQUARE WOODEN WITNESS POST, PAINTED WHITE, AND
 KF1110'PROJECTING 1.5 FEET.  IT IS STAMPED PLEASANT 1947 AND PROJECTS
 KF1110'10 INCHES.
 KF1110'
 KF1110'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND U.S. 77 IN
 KF1110'JUNCTION CITY, GO NORTHWEST ON U.S. 77 FOR 3.2 MILES TO THE
 KF1110'BRIDGE OVER THE REPUBLICAN RIVER, CONTINUE NORTH FOR 0.7 MILE
 KF1110'TO THE FIRST CROSSROAD, TURN LEFT, WEST, ON GRAVELED ROAD AND GO
 KF1110'1.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE FOR 0.5
 KF1110'MILE TO THE PLEASANT VIEW SCHOOL AND THE STATION AS DESCRIBED.
 KF1110'
 KF1110'AN 87 FOOT SIGNAL AT WILMER 2, 1935 IS VISIBLE AT 37 FEET.
 KF1110'
 KF1110'AN 87 FOOT SIGNAL AT ELKINS IS VISIBLE AT 37 FEET.
 KF1110'
 KF1110'AN 87 FOOT SIGNAL AT MILFORD IS VISIBLE AT 37 FEET.
 KF1110'
 KF1110'A 74 FOOT SIGNAL AT MAGIC IS VISIBLE AT 37 FEET.
 KF1110'
 KF1110'A 74 FOOT SIGNAL AT VINTON IS VISIBLE AT 37 FEET.
 KF1110'
 KF1110'A 74 FOOT SIGNAL AT HUMBOLT 1889 IS V.G.
 KF1110'
 KF1110'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1110
 KF1110                          STATION RECOVERY (1953)
 KF1110
 KF1110'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953 (VLF)
 KF1110'R.M. NO. 1 WAS DISTURBED WHILE CONSTRUCTING A ROAD.
 KF1110'
 KF1110'REFERENCE MARK DISK STAMPED PLEASANT NO 1 1947 RECEIVED 8/2/55.
 KF1110
 KF1110                          STATION RECOVERY (1964)
 KF1110
 KF1110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CJB)
 KF1110'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KF1110'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NO. 1 WHICH HAD
 KF1110'BEEN DISPLACED BY ROAD CONSTRUCTION AND THE AZIMUTH MARK IS NOT
 KF1110'VISIBLE FROM THE STATION WITHOUT A 20-FOOT TARGET.  A NEW
 KF1110'REFERENCE MARK NO. 3 WAS ESTABLISHED AND A COMPLETE DESCRIPTION
 KF1110'FOLLOWS.
 KF1110'
 KF1110'STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF JUNCTION CITY
 KF1110'AND 5 MILES SOUTH-SOUTHEAST OF MILFORD IN THE SE 1/4 OF SEC. 8,
 KF1110'T. 11 S., R. 5 E. IN THE NORTHEAST CORNER OF PLEASANT VIEW
 KF1110'(DISTRICT NO. 3) SCHOOLYARD ON HIGH GROUND WHICH OVERLOOKS THE
 KF1110'DAMSITE FOR THE MILFORD DAM ABOUT 1-1/2 MILES SOUTH-SOUTHWEST,
 KF1110'123 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE ROCK
 KF1110'SCHOOLHOUSE, 46 FEET WEST OF THE CENTERLINE OF A MACADAM ROAD, AND
 KF1110'20 FEET SOUTH OF A ROW OF CEDAR TREES ALONG THE NORTH SIDE
 KF1110'OF THE SCHOOLHOUSE.  THE MARK IS FLUSH WITH THE SURFACE
 KF1110'OF THE GROUND AND THE DISK IS STAMPED PLEASANT 1947.  STATION AND
 KF1110'UNDERGROUND STATION MARKS ARE DESCRIBED.
 KF1110'
 KF1110'TO REACH THE STATION FROM THE POST OFFICE IN JUNCTION CITY, GO
 KF1110'WEST ON STATE HIGHWAY 18 FOR 2.0 MILES TO THE JUNCTION OF U.S.
 KF1110'HIGHWAY 77.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 77 FOR 3.0
 KF1110'MILES TO A BRIDGE OVER THE REPUBLICAN RIVER.  CONTINUE NORTH
 KF1110'ON U.S. HIGHWAY 77 FOR 0.7 MILE TO A MACADAM ROAD LEFT.  TURN
 KF1110'LEFT OFF THE HIGHWAY AND GO NORTHWEST ON THE MACADAM ROAD FOR
 KF1110'1.5 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KF1110'CONTINUE NORTH-NORTHWEST ON HARD-SURFACED ROAD FOR 0.5 MILE TO
 KF1110'THE PLEASANT VIEW SCHOOL ON THE LEFT AND THE STATION AS
 KF1110'DESCRIBED.
 KF1110'
 KF1110'REFERENCE MARK NO. 2 IS 127.62 FEET SOUTH-SOUTHWEST OF THE STATION,
 KF1110'1 FOOT NORTH OF THE NORTH SIDE OF THE SCHOOLHOUSE, 11 FEET WEST
 KF1110'OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, AND 15 FEET EAST
 KF1110'OF THE NORTHWEST CORNER.  THE MARK IS 6 INCHES BELOW THE SURFACE
 KF1110'OF THE GROUND AND THE DISK IS STAMPED PLEASANT NO 2 1947.
 KF1110'
 KF1110'REFERENCE MARK NO. 3 IS 76.98 FEET EAST OF THE STATION, 200
 KF1110'FEET NORTH OF THE CENTER OF DRIVEWAY TO FARMHOUSE, 150 FEET
 KF1110'WEST-NORTHWEST OF THE NORTHWEST CORNER OF GARAGE ATTACHED TO THE
 KF1110'NORTH SIDE OF JOHN SCHADS HOUSE, 31 FEET EAST OF THE CENTER OF
 KF1110'MACADAM ROAD, AND 1 FOOT NORTH OF A NEW STEEL WITNESS POST.  THE
 KF1110'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PLEASANT NO 3
 KF1110'1947.
 KF1110'
 KF1110'AZIMUTH MARK IS 0.5 MILE SOUTH-SOUTHEAST OF THE STATION, AT THE
 KF1110'EAST EDGE OF PASTURE, 110 FEET NORTH OF THE NORTH END OF A GATE,
 KF1110'46 FEET WEST OF THE CENTER OF A MACADAM ROAD, 7 FEET WEST OF A
 KF1110'NORTH-SOUTH FENCE AND HEDGEROW, AND 3 FEET NORTH OF A WOODEN
 KF1110'WITNESS POST.  THE MARK PROJECTS 10 INCHES AND THE DISK IS
 KF1110'STAMPED PLEASANT 1947.
 KF1110'
 KF1110'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF1110
 KF1110                          STATION RECOVERY (1981)
 KF1110
 KF1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KF1110'THE SURFACE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 KF1110'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 KF1110'THERE IS NO SUITABLE LOCATION FOR ANOTHER AZIMUTH MARK DUE TO TREES
 KF1110'AND BUILDINGS.  THE JUNCTION CITY MUNICIPAL WATER TANK WAS THE ONLY
 KF1110'PREVIOUSLY, OBSERVED, DISTANT, OBJEST THAT IS STILL GROUND VISIBLE.
 KF1110'THE DIRECTION TO REFERENCE MARK 2 WAS 1 MINUTE, 15 SECONDS SMALLER
 KF1110'THAN 1964 DATA AND THE REFERENCE MARK 3 WAS 1 MINUTE LARGER. DISTANCE
 KF1110'TO REFERENCE MARK 2 WAS 0.02 FOOT (0.61 CM) LONGER AND THE DISTANCE TO
 KF1110'REFERENCE MARK 3 AGREED.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS
 KF1110'ABOUT 11 MILES (17.7 KM) SOUTHEAST OF WAKEFIELD, 6 MILES (9.7 KM)
 KF1110'NORTH-NORTHEAST OF JUNCTION CITY, 5 MILES (8.0 KM) SOUTH-SOUTHEAST OF
 KF1110'MILFORD, IN THE SE 1/4, SEC 8, T 11 S, R 5 E AND AT THE SITE OF THE
 KF1110'ABANDONED PLEASANT VIEW SCHOOL.  TO REACH THE STATION FROM THE
 KF1110'JUNCTION OF INTERSTATE HIGHWAY 70, U.S HIGHWAY 77 AND STATE HIGHWAY
 KF1110'18, AT THE SOUTHWEST PART OF JUNCTION CITY, GO NORTH ON HIGHWAY 18 AND
 KF1110'77 FOR 2.35 MILES (3.78 KM) TO THE JUNCTION OF STATE HIGHWAYS 57 AND
 KF1110'244.  CONTINUE NORTH FOR 0.55 MILE (0.89 KM) TO A BRIDGE OVER THE
 KF1110'REPUBLICAN RIVER.  CONTINUE NORTH ON HIGHWAY 77 FOR 0.7 MILE (1.1 KM)
 KF1110'TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON THE PAVED
 KF1110'ROAD FOR 2.1 MILES (3.4 KM) TO THE STATION ON THE LEFT, JUST NORTH OF
 KF1110'A SIDE ROAD LEFT AND IN THE NORTHEAST CORNER OF THE OLD SCHOOL YARD.
 KF1110'THE SURFACE STATION MARK IS A STANDARD DISK, STAMPED---PLEASANT
 KF1110'1947---, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH.  IT
 KF1110'IS 123.2 FT (37.6 M) NORTHEAST OF THE NORTHEAST CORNER OF THE OLD,
 KF1110'STONE, SCHOOL BUILDING, 97.0 FT (29.6 M) WEST-SOUTHWEST OF A POWERLINE
 KF1110'POLE, 45 FT (13.7 M) WEST OF THE CENTERLINE OF THE ROAD, 20.0 FT (6.1
 KF1110'M) SOUTH OF A ROW OF CEDAR TREES AND 1.8 FT (0.5 M) NORTH OF A WITNESS
 KF1110'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.  REBAR WAS DRIVEN
 KF1110'ALONGSIDE THE SURFACE MARK. REFERENCE MARK 2 IS A STANDARD DISK,
 KF1110'STAMPED---PLEASANT NO 2 1947---, SET IN THE TOP OF A SQUARE CONCRETE
 KF1110'POST THAT IS 5 INCHES BELOW THE GROUND SURFACE.  IT IS 15.0 FT (4.6 M)
 KF1110'EAST OF THE NORTHWEST CORNER OF THE OLD SCHOOL, 11.0 FT (3.4 M) WEST
 KF1110'OF THE NORTHEAST CORNER OF THE OLD SCHOOL AND 1 FOOT (0.3 M) NORTH OF
 KF1110'THE NORTH WALL OF THE OLD SCHOOL.  REBAR WAS DRIVEN ALONGSIDE THE
 KF1110'MARK.  REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---PLEASANT NO 3
 KF1110'1947---, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 10
 KF1110'INCHES.  IT IS 61.0 FT (18.6 M) SOUTH OF THE POWERLINE POLE, 33 FT
 KF1110'(10.1 M) EAST OF THE CENTERLINE OF THE ROAD, 1 FOOT (0.3 M) NORTH OF A
 KF1110'WITNESS POST, 150.0 FT (45.7 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 KF1110'GARAGE ATTACHED TO A HOUSE AND UNDER THE LIMBS OF THE SOUTH ONE OF A
 KF1110'ROW OF CEDAR TREES ALONG THE EAST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0760 ***********************************************************************
 JE0760  DESIGNATION -  PLEASANTON
 JE0760  PID         -  JE0760
 JE0760  STATE/COUNTY-  KS/LINN
 JE0760  USGS QUAD   -  PLEASANTON (1978)
 JE0760
 JE0760                         *CURRENT SURVEY CONTROL
 JE0760  ___________________________________________________________________
 JE0760* NAD 83(1986)-  38 10 34.     (N)    094 42 32.     (W)     SCALED    
 JE0760* NAVD 88     -       262.483  (meters)     861.16   (feet)  ADJUSTED  
 JE0760  ___________________________________________________________________
 JE0760  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JE0760  DYNAMIC HT  -         262.290 (meters)     860.53  (feet)  COMP
 JE0760  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 JE0760
 JE0760  VERT ORDER  -  SECOND    CLASS 0
 JE0760
 JE0760.The horizontal coordinates were scaled from a topographic map and have
 JE0760.an estimated accuracy of +/- 6 seconds.
 JE0760
 JE0760.The orthometric height was determined by differential leveling
 JE0760.and adjusted by the National Geodetic Survey in June 1991..
 JE0760.WARNING-Repeat measurements at this control monument indicate possible
 JE0760.vertical movement.
 JE0760
 JE0760.The geoid height was determined by GEOID03.
 JE0760
 JE0760.The dynamic height is computed by dividing the NAVD 88
 JE0760.geopotential number by the normal gravity value computed on the
 JE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0760.degrees latitude (g = 980.6199 gals.).
 JE0760
 JE0760.The modeled gravity was interpolated from observed gravity values.
 JE0760
 JE0760;                    North         East    Units  Estimated Accuracy
 JE0760;SPC KS S     -   574,280.      732,080.      MT  (+/- 180 meters Scaled)
 JE0760
 JE0760                          SUPERSEDED SURVEY CONTROL
 JE0760
 JE0760  NGVD 29 (??/??/92)  262.426  (m)          860.98   (f) ADJ UNCH    2 0
 JE0760
 JE0760.Superseded values are not recommended for survey control.
 JE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0760.See file dsdata.txt to determine how the superseded data were derived.
 JE0760
 JE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC503267(NAD 83)
 JE0760_MARKER: DB = BENCH MARK DISK
 JE0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0760_STAMPING: PLEASANTON 1934
 JE0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0760+STABILITY: SURFACE MOTION
 JE0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0760+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 JE0760
 JE0760  HISTORY     - Date     Condition        Report By
 JE0760  HISTORY     - 1934     MONUMENTED       CGS
 JE0760  HISTORY     - 1951     GOOD             NGS
 JE0760  HISTORY     - 20010611 GOOD             SKW
 JE0760  HISTORY     - 20060921 GOOD             GEOCAC
 JE0760
 JE0760                          STATION DESCRIPTION
 JE0760
 JE0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0760'AT PLEASANTON.
 JE0760'AT PLEASANTON, LINN COUNTY, AT THE INTERSECTION OF PALM STREET
 JE0760'AND NINTH STREET, 23.3 FEET NORTH OF THE NORTH EDGE OF THE
 JE0760'SIDEWALK ON THE NORTH SIDE OF NINTH STREET, 20.2 FEET WEST OF
 JE0760'THE WEST CURB OF PALM STRET, AT THE CITY HALL, AND 18 FEET
 JE0760'SOUTH OF THE SOUTH WALL.  A STANDARD DISK, STAMPED PLEASANTON
 JE0760'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JE0760
 JE0760                          STATION RECOVERY (2001)
 JE0760
 JE0760'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE0760'RECOVERED IN GOOD CONDITION.
 JE0760
 JE0760                          STATION RECOVERY (2006)
 JE0760
 JE0760'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE0760'THE CITY HALL HAS BEEN RELOCATED AND THE MARK IS SOUTH OF METAL
 JE0760'BUILDING HOUSING A HEATING AND COOLING CONTRACTOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1927 ***********************************************************************
 JE1927  DESIGNATION -  PLEASANTON
 JE1927  PID         -  JE1927
 JE1927  STATE/COUNTY-  KS/LINN
 JE1927  USGS QUAD   -  MOUND CITY (1978)
 JE1927
 JE1927                         *CURRENT SURVEY CONTROL
 JE1927  ___________________________________________________________________
 JE1927* NAD 83(1997)-  38 11 48.90345(N)    094 45 01.50481(W)     ADJUSTED  
 JE1927* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 JE1927  ___________________________________________________________________
 JE1927  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 JE1927  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE1927
 JE1927  HORZ ORDER  -  SECOND
 JE1927
 JE1927.The horizontal coordinates were established by classical geodetic methods
 JE1927.and adjusted by the National Geodetic Survey in October 1998..
 JE1927
 JE1927.The orthometric height was scaled from a topographic map.
 JE1927
 JE1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1927
 JE1927.The geoid height was determined by GEOID03.
 JE1927
 JE1927;                    North         East     Units Scale Factor Converg.
 JE1927;SPC KS S     -   576,439.592   728,346.747   MT  0.99994776   +2 18 15.2
 JE1927;UTM  15      - 4,229,111.860   346,724.161   MT  0.99988934   -1 04 57.4
 JE1927
 JE1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1927!SPC KS S     -   0.99995556  x   0.99994776  =   0.99990332
 JE1927!UTM  15      -   0.99995556  x   0.99988934  =   0.99984491
 JE1927
 JE1927:                Primary Azimuth Mark                     Grid Az
 JE1927:SPC KS S     -  PLEASANTON MUNICIPAL TANK                123 58 32.6
 JE1927:UTM  15      -  PLEASANTON MUNICIPAL TANK                127 21 45.2
 JE1927
 JE1927|---------------------------------------------------------------------|
 JE1927| PID    Reference Object                     Distance      Geod. Az  |
 JE1927|                                                           dddmmss.s |
 JE1927| JE1926 PLEASANTON MUNICIPAL TANK           APPROX. 4.0 KM 1261647.8 |
 JE1927| CN7710 PLEASANTON AZ MK                                   1404538.0 |
 JE1927| CN7711 PLEASANTON RM 1                      24.536 METERS 18049     |
 JE1927| CN7712 PLEASANTON RM 2                      31.074 METERS 31728     |
 JE1927|---------------------------------------------------------------------|
 JE1927
 JE1927                          SUPERSEDED SURVEY CONTROL
 JE1927
 JE1927  NAD 83(1997)-  38 11 48.91085(N)    094 45 01.50183(W) AD(       ) 2
 JE1927  NAD 83(1986)-  38 11 48.91101(N)    094 45 01.50157(W) AD(       ) 2
 JE1927  NAD 27      -  38 11 48.81700(N)    094 45 00.65400(W) AD(       ) 2
 JE1927
 JE1927.Superseded values are not recommended for survey control.
 JE1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1927.See file dsdata.txt to determine how the superseded data were derived.
 JE1927
 JE1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC4672429112(NAD 83)
 JE1927_MARKER: DS = TRIANGULATION STATION DISK
 JE1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1927
 JE1927  HISTORY     - Date     Condition        Report By
 JE1927  HISTORY     - 1948     MONUMENTED       CGS
 JE1927  HISTORY     - 1970     GOOD             NGS
 JE1927
 JE1927                          STATION DESCRIPTION
 JE1927
 JE1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1927'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF PLEASANTON,
 JE1927'IN PASTURE LAND OWNED BY MR. TOM ASHLEY.  IT IS 64 FEET SOUTHEAST
 JE1927'OF THE CENTER OF A T INTERSECTION, 31 FEET EAST OF THE CENTER OF
 JE1927'A NORTH-SOUTH DIRT ROAD, AND 14.5 FEET EAST OF A WITNESS POST AND
 JE1927'A NORTH-SOUTH FENCE LINE.  IT IS STAMPED PLEASANTON 1948 AND IS
 JE1927'FLUSH WITH THE SURFACE OF THE GROUND.
 JE1927'
 JE1927'REFERENCE MARK NO. 1 IS AT THE WEST EDGE OF THE PASTURE, 17 FEET
 JE1927'EAST OF A NORTH-SOUTH DIRT ROAD AND 1 FOOT EAST OF A NORTH-SOUTH
 JE1927'FENCE LINE.  IT IS STAMPED PLEASANTON NO 1 1948 AND IS FLUSH
 JE1927'WITH THE SURFACE OF THE GROUND.
 JE1927'
 JE1927'REFERENCE MARK NO. 2 IS IN THE NORTHWEST ANGLE OF A T
 JE1927'INTERSECTION, 32 FEET WEST OF A NORTH-SOUTH DIRT ROAD AND 20 FEET
 JE1927'NORTH OF AN EAST-WEST ROAD.  IT IS STAMPED PLEASANTON NO 2 1948
 JE1927'AND PROJECTS 8 INCHES.
 JE1927'
 JE1927'THE AZIMUTH MARK IS 28 FEET SOUTH OF AN EAST-WEST DIRT ROAD,
 JE1927'2.5 FEET EAST OF A WITNESS POST, 9 FEET WEST OF A POWER LINE POLE
 JE1927'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED
 JE1927'PLEASANTON 1948 AND PROJECTS 4 INCHES.
 JE1927'
 JE1927'TO REACH THE STATION FROM THE MAIN INTERSECTION IN PLEASANTON,
 JE1927'GO NORTH ON U.S. HIGHWAY 69 FOR 0.3 MILE, CONTINUE STRAIGHT AHEAD
 JE1927'FOR 0.15 MILE, TURN LEFT AND FOLLOW THE MAIN ROAD WEST FOR 1.3
 JE1927'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR 0.7
 JE1927'MILE TO A CROSSROAD, TURN RIGHT, NORTH, AND GO 0.65 MILE TO A
 JE1927'T INTERSECTION, TURN LEFT, WEST AND GO 0.25 MILE TO A FORKS,
 JE1927'TURN RIGHT AND GO 0.2 MILE TO THE STATION ON THE RIGHT AS
 JE1927'DESCRIBED.
 JE1927'
 JE1927'A 74 FOOT SIGNAL AT STATION FERGUSON 1934 IS VISIBLE AT 30 FEET.
 JE1927'
 JE1927'A 74 FOOT SIGNAL AT STATION WORLAND IS VISIBLE AT 30 FEET.
 JE1927'
 JE1927'AN 87 FOOT SIGNAL AT STATION ACKERMAN 1934 IS VISIBLE AT THE
 JE1927'GROUND.
 JE1927'
 JE1927'A 74 FOOT SIGNAL AT STATION MOUND CITY IS VISIBLE AT 40 FEET.
 JE1927'
 JE1927'AN 87 FOOT SIGNAL AT STATION BLUE MOUND IS VISIBLE AT 20 FEET.
 JE1927'
 JE1927'A 74 FOOT SIGNAL AT STATION CENTER IS VISIBLE AT 4 FEET.
 JE1927'
 JE1927'A 74 FOOT SIGNAL AT STATION FARLIN IN VISIBLE AT 4 FEET.
 JE1927'
 JE1927'A 74 FOOT SIGNAL AT STATION DAVIS IS VISIBLE AT 37 FEET.
 JE1927'
 JE1927'AN 87 FOOT SIGNAL AT STATION JINGO IS VISIBLE AT 37 FEET.
 JE1927'
 JE1927'A 74 FOOT SIGNAL AT STATION LINCOLN IS VISIBLE AT 37 FEET.
 JE1927'
 JE1927'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1927
 JE1927                          STATION RECOVERY (1970)
 JE1927
 JE1927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1927'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1927'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JE1927'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1927'
 JE1927'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A FENCE AND 1 FOOT NORTH OF
 JE1927'A METAL WITNESS POST.
 JE1927'
 JE1927'THE AZIMUTH MARK IS 11 FEET WEST OF A POWERLINE POLE AND 1.5 FEET
 JE1927'WEST OF A METAL WITNESS POST.
 JE1927'
 JE1927'TO REACH THE STATION FROM THE MAIN INTERSECTION IN PLEASANTON, GO
 JE1927'NORTH ON U.S. HIGHWAY 69 FOR 0.3 MILE.  CONTINUE STRAIGHT AHEAD
 JE1927'NORTH FOR 0.2 MILE TO A ROAD FORK.  TURN LEFT AND GO WEST ON A
 JE1927'SURFACED ROAD FOR 1.25 MILES TO THE AZIMUTH MARK ON THE LEFT.
 JE1927'CONTINUE WEST ON THE SURFACED ROAD FOR 0.7 MILE TO A SIDE ROAD ON
 JE1927'THE RIGHT AND A DRIVEWAY ON THE LEFT.  TURN RIGHT AND FOLLOW A
 JE1927'GRAVELED ROAD NORTHERLY FOR 0.8 MILE TO A T-INTERSECTION.
 JE1927'TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD FOR 0.25 MILE
 JE1927'TO A ROAD FORK.  KEEP RIGHT AND GO NORTH ON A GRAVELED ROAD
 JE1927'FOR 0.15 MILE TO A T-INTERSECTION AND THE STATION IN
 JE1927'PASTURE SOUTHEAST OF THE INTERSECTION.
 JE1927'
 JE1927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/5 MILES
 JE1927'NW OF PLEASANTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1926 ***********************************************************************
 JE1926  DESIGNATION -  PLEASANTON MUNICIPAL TANK
 JE1926  PID         -  JE1926
 JE1926  STATE/COUNTY-  KS/LINN
 JE1926  USGS QUAD   -  PLEASANTON (1978)
 JE1926
 JE1926                         *CURRENT SURVEY CONTROL
 JE1926  ___________________________________________________________________
 JE1926* NAD 83(1997)-  38 10 32.68538(N)    094 42 50.00266(W)     ADJUSTED  
 JE1926* NAVD 88     -                                                        
 JE1926  ___________________________________________________________________
 JE1926  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 JE1926  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JE1926
 JE1926  HORZ ORDER  -  THIRD
 JE1926
 JE1926.The horizontal coordinates were established by classical geodetic methods
 JE1926.and adjusted by the National Geodetic Survey in October 1998..
 JE1926
 JE1926
 JE1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1926
 JE1926.The geoid height was determined by GEOID03.
 JE1926
 JE1926;                    North         East     Units Scale Factor Converg.
 JE1926;SPC KS S     -   574,220.865   731,639.146   MT  0.99994603   +2 19 36.0
 JE1926;UTM  15      - 4,226,702.674   349,879.548   MT  0.99987755   -1 03 34.2
 JE1926
 JE1926                          SUPERSEDED SURVEY CONTROL
 JE1926
 JE1926  NAD 83(1997)-  38 10 32.69297(N)    094 42 49.99968(W) AD(       ) 4
 JE1926  NAD 83(1986)-  38 10 32.69323(N)    094 42 49.99939(W) AD(       ) 4
 JE1926  NAD 27      -  38 10 32.59600(N)    094 42 49.15300(W) AD(       ) 3
 JE1926
 JE1926.Superseded values are not recommended for survey control.
 JE1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1926.See file dsdata.txt to determine how the superseded data were derived.
 JE1926
 JE1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC4988026703(NAD 83)
 JE1926_MARKER: 53 = ELEVATED TANK
 JE1926
 JE1926  HISTORY     - Date     Condition        Report By
 JE1926  HISTORY     - 1948     FIRST OBSERVED   CGS
 JE1926  HISTORY     - 20060921 GOOD             GEOCAC
 JE1926
 JE1926                          STATION DESCRIPTION
 JE1926
 JE1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1926'LOCATED IN THE SOUTHWEST SECTION OF TOWN, 88 FEET SOUTHEAST OF
 JE1926'THE SOUTHEAST CORNER OF THE PLEASANTON HIGH SCHOOL AND 27 FEET
 JE1926'SOUTH OF THE DRIVEWAY TO THE SCHOOL YARD.
 JE1926'
 JE1926'IT IS A 6-LEGGED STEEL STRUCTURE PAINTED BLACK SUPPORTING A
 JE1926'SILVER PAINTED TANK WITH A CONICAL SHAPED TOP.  THE HEIGHT IS
 JE1926'APPROXIMATELY 85 FEET.
 JE1926'
 JE1926'THE POINT OBSERVED UPON WAS THE SMALL BALL AT THE APEX.
 JE1926
 JE1926                          STATION RECOVERY (2006)
 JE1926
 JE1926'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 JE1926'THE HIGH SCHOOL HAS BEEN RAZED.  THE TANK IS WEST OF THE INTERSECTION
 JE1926'OF W NINTH STREET AND LAUREL STREET ON A PROMINENT HILL. IT IS PAINTED
 JE1926'BIEGE WITH PLEASANTON IN BLUE LETTERS ON THE SOUTHEAST SIDE.
 JE1926' 
 JE1926' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0815 ***********************************************************************
 HG0815  DESIGNATION -  PLEVNA
 HG0815  PID         -  HG0815
 HG0815  STATE/COUNTY-  KS/RENO
 HG0815  USGS QUAD   -  PLEVNA (1971)
 HG0815
 HG0815                         *CURRENT SURVEY CONTROL
 HG0815  ___________________________________________________________________
 HG0815* NAD 83(1997)-  37 55 50.22794(N)    098 19 04.93296(W)     ADJUSTED  
 HG0815* NAVD 88     -       526.     (meters)    1726.     (feet)  SCALED    
 HG0815  ___________________________________________________________________
 HG0815  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 HG0815  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 HG0815
 HG0815  HORZ ORDER  -  SECOND
 HG0815
 HG0815.The horizontal coordinates were established by classical geodetic methods
 HG0815.and adjusted by the National Geodetic Survey in October 1998..
 HG0815
 HG0815.The orthometric height was scaled from a topographic map.
 HG0815
 HG0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0815
 HG0815.The geoid height was determined by GEOID03.
 HG0815
 HG0815;                    North         East     Units Scale Factor Converg.
 HG0815;SPC KS S     -   540,295.095   415,996.275   MT  0.99993594   +0 06 42.6
 HG0815;UTM  14      - 4,198,336.336   559,931.250   MT  0.99964424   +0 25 09.2
 HG0815
 HG0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0815!SPC KS S     -   0.99992178  x   0.99993594  =   0.99985772
 HG0815!UTM  14      -   0.99992178  x   0.99964424  =   0.99956605
 HG0815
 HG0815:                Primary Azimuth Mark                     Grid Az
 HG0815:SPC KS S     -  ARLINGTON MUNICIPAL TANK                 108 00 37.2
 HG0815:UTM  14      -  ARLINGTON MUNICIPAL TANK                 107 42 10.6
 HG0815
 HG0815|---------------------------------------------------------------------|
 HG0815| PID    Reference Object                     Distance      Geod. Az  |
 HG0815|                                                           dddmmss.s |
 HG0815| HG0796 ARLINGTON MUNICIPAL TANK            APPROX.12.6 KM 1080719.8 |
 HG0815| CL3759 PLEVNA AZ MK                                       1411653.1 |
 HG0815| CL3760 PLEVNA RM 1                          28.602 METERS 17019     |
 HG0815| CL3761 PLEVNA RM 2                          29.753 METERS 25008     |
 HG0815| HG0820 SYLVIA MUNICIPAL TANK               APPROX. 8.5 KM 2914448.9 |
 HG0815|---------------------------------------------------------------------|
 HG0815
 HG0815                          SUPERSEDED SURVEY CONTROL
 HG0815
 HG0815  NAD 83(1997)-  37 55 50.23436(N)    098 19 04.93448(W) AD(       ) 2
 HG0815  NAD 83(1986)-  37 55 50.23519(N)    098 19 04.93290(W) AD(       ) 2
 HG0815  NAD 27      -  37 55 50.18300(N)    098 19 03.68400(W) AD(       ) 2
 HG0815
 HG0815.Superseded values are not recommended for survey control.
 HG0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0815.See file dsdata.txt to determine how the superseded data were derived.
 HG0815
 HG0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG5993198336(NAD 83)
 HG0815_MARKER: DS = TRIANGULATION STATION DISK
 HG0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0815
 HG0815  HISTORY     - Date     Condition        Report By
 HG0815  HISTORY     - 1953     MONUMENTED       CGS
 HG0815
 HG0815                          STATION DESCRIPTION
 HG0815
 HG0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0815'THE STATION IS 8 MILES NORTHWEST OF ARLINGTON, 5 MILES
 HG0815'SOUTHEAST OF SYLVIA, 3 MILES SOUTH-SOUTHWEST OF PLEVNA, IN
 HG0815'THE SOUTHWEST 1/4 OF SECTION 28, T 24 S, R 9 W, ON THE HIGHEST
 HG0815'POINT OF A SANDY RIDGE OWNED BY D.V. THOMPSON.  IT IS 100
 HG0815'FEET WEST OF A FENCE AND 5 FEET NORTHEAST OF A 4 X 4 INCH
 HG0815'WHITE WITNESS POST.
 HG0815'
 HG0815'TO REACH THE STATION FROM THE POST OFFICE IN PLEVNA, GO
 HG0815'EAST 0.1 MILE TO A GRAVEL ROAD JUST EAST OF THE PLEVNA
 HG0815'SCHOOLHOUSE, TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD
 HG0815'FOR 3.0 MILES TO A CROSSROADS, TURN RIGHT AND GO WEST 0.5
 HG0815'MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST 0.2
 HG0815'MILE TO A FARMHOUSE, PASS THROUGH A GATE JUST SOUTH OF THE
 HG0815'BARN AND GO NORTH AND EAST FOR 0.3 MILE TO THE HIGHEST POINT
 HG0815'AND THE STATION.
 HG0815'
 HG0815'THE STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED
 HG0815'PLEVNA 1953.
 HG0815'
 HG0815'REFERENCE MARK 1 IS 91 FEET SOUTH OF THE WITNESS POST.  THE
 HG0815'MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED PLEVNA NO
 HG0815'1 1953.
 HG0815'
 HG0815'REFERENCE MARK 2 IS 93 FEET WEST OF THE WITNESS POST.  THE
 HG0815'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED PLEVNA NO
 HG0815'2 1953.
 HG0815'
 HG0815'THE AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF THE ROAD,
 HG0815'2 FEET SOUTHWEST OF A POWERLINE POLE AND 2 FEET NORTHEAST OF A
 HG0815'4 X 4 INCH WHITE WITNESS POST.  THE MARK PROJECTS 5 INCHES
 HG0815'AND THE DISK IS STAMPED PLEVNA 1953.
 HG0815'
 HG0815'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0904 ***********************************************************************
 JG0904  DESIGNATION -  PLOGER
 JG0904  PID         -  JG0904
 JG0904  STATE/COUNTY-  KS/EDWARDS
 JG0904  USGS QUAD   -  HANSTON SE (1972)
 JG0904
 JG0904                         *CURRENT SURVEY CONTROL
 JG0904  ___________________________________________________________________
 JG0904* NAD 83(1997)-  38 03 04.70298(N)    099 30 51.72635(W)     ADJUSTED  
 JG0904* NAVD 88     -       708.8    (meters)    2325.     (feet)  VERTCON   
 JG0904  ___________________________________________________________________
 JG0904  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 JG0904  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 JG0904
 JG0904  HORZ ORDER  -  SECOND
 JG0904  VERT ORDER  -  THIRD ? (See Below)
 JG0904
 JG0904.The horizontal coordinates were established by classical geodetic methods
 JG0904.and adjusted by the National Geodetic Survey in October 1998..
 JG0904
 JG0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0904.The vertical order pertains to the NGVD 29 superseded value.
 JG0904
 JG0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0904
 JG0904.The geoid height was determined by GEOID03.
 JG0904
 JG0904;                    North         East     Units Scale Factor Converg.
 JG0904;SPC KS S     -   554,158.794   310,974.852   MT  0.99993863   -0 37 24.1
 JG0904;UTM  14      - 4,211,632.454   454,871.160   MT  0.99962508   -0 19 01.4
 JG0904
 JG0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0904!SPC KS S     -   0.99989287  x   0.99993863  =   0.99983150
 JG0904!UTM  14      -   0.99989287  x   0.99962508  =   0.99951799
 JG0904
 JG0904|---------------------------------------------------------------------|
 JG0904| PID    Reference Object                     Distance      Geod. Az  |
 JG0904|                                                           dddmmss.s |
 JG0904| CL3762 PLOGER RM 1                          23.244 METERS 08935     |
 JG0904| JG0880 KINSLEY FAA RADAR MICROWAVE         APPROX.11.2 KM 0933754.2 |
 JG0904| HG0998 COON                                APPROX. 8.9 KM 1735946.7 |
 JG0904| JG0905 HANSTON ATT MICROWAVE               APPROX.11.2 KM 2995932.0 |
 JG0904| CL3763 PLOGER RM 2                          25.000 METERS 32702     |
 JG0904|---------------------------------------------------------------------|
 JG0904
 JG0904                          SUPERSEDED SURVEY CONTROL
 JG0904
 JG0904  NAD 83(1997)-  38 03 04.71096(N)    099 30 51.72560(W) AD(       ) 2
 JG0904  NAD 83(1986)-  38 03 04.71058(N)    099 30 51.72523(W) AD(       ) 2
 JG0904  NAD 27      -  38 03 04.64805(N)    099 30 50.29541(W) AD(       ) 2
 JG0904  NGVD 29 (07/19/86)  708.6    (m)         2325.     (f) LEVELING    3  
 JG0904
 JG0904.Superseded values are not recommended for survey control.
 JG0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0904.See file dsdata.txt to determine how the superseded data were derived.
 JG0904
 JG0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH5487111632(NAD 83)
 JG0904_MARKER: DS = TRIANGULATION STATION DISK
 JG0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0904
 JG0904  HISTORY     - Date     Condition        Report By
 JG0904  HISTORY     - 1964     MONUMENTED       CGS
 JG0904
 JG0904                          STATION DESCRIPTION
 JG0904
 JG0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0904'THE STATION IS 12 MILES SOUTHEAST OF HANSTON, 10-1/2 MILES NORTHWEST
 JG0904'OF KINSLEY, 9-1/2 MILES SOUTH OF BURDETT, IN THE WEST CENTRAL EDGE
 JG0904'OF SECTION 15, T 23 S, R 20 W, ON THE PROPERTY LINE OF MR. L. WARNER
 JG0904'AND MR. PLOGER.
 JG0904'
 JG0904'TO REACH THE STATION FROM THE RAILROAD DEPOT IN OFFERLE, GO EASTERLY
 JG0904'ON U.S. HIGHWAYS 50 AND 56 FOR 2.4 MILES TO A CROSSROAD.  TURN LEFT
 JG0904'AND GO NORTH ON A GRAVEL ROAD FOR 6.95 MILES TO A CROSSROAD.
 JG0904'CONTINUE NORTH ON A BLACKTOP ROAD FOR 3.0 MILES TO A CROSSROAD.
 JG0904'CONTINUE NORTH ON THE BLACKTOP ROAD FOR 0.5 MILE TO A T-FENCE
 JG0904'CORNER AND THE STATION ON THE RIGHT.
 JG0904'
 JG0904'STATION MARKS ARE STANDARD DISKS STAMPED PLOGER 1964.  THE SURFACE
 JG0904'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 JG0904'IS 76 FEET EAST OF THE CENTER OF THE BLACKTOP ROAD, 45.5 FEET EAST
 JG0904'OF THE T-FENCE CORNER, 5 FEET EAST OF A METAL WITNESS POST, AND IN
 JG0904'A FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JG0904'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 JG0904'
 JG0904'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PLOGER NO 1 1964, IS
 JG0904'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 81
 JG0904'FEET EAST OF THE METAL WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 JG0904'
 JG0904'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PLOGER NO 2 1964, IS
 JG0904'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 71
 JG0904'FEET NORTH OF THE T-FENCE CORNER, 32 FEET EAST OF THE CENTER OF THE
 JG0904'BLACKTOP ROAD, AND 1.5 FEET EAST OF A FENCE.
 JG0904'
 JG0904'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JG0904'STATION COON IS VISIBLE FROM THE GROUND AND MAY BE USED AS THE
 JG0904'AZIMUTH MARK.
 JG0904'
 JG0904'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0573 ***********************************************************************
 KG0573  DESIGNATION -  PLUM
 KG0573  PID         -  KG0573
 KG0573  STATE/COUNTY-  KS/JEWELL
 KG0573  USGS QUAD   -  JEWELL SE (1962)
 KG0573
 KG0573                         *CURRENT SURVEY CONTROL
 KG0573  ___________________________________________________________________
 KG0573* NAD 83(1997)-  39 34 02.03520(N)    098 02 44.53829(W)     ADJUSTED  
 KG0573* NAVD 88     -       555.15   (+/-2cm)    1821.4    (feet)  VERTCON   
 KG0573  ___________________________________________________________________
 KG0573  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 KG0573  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 KG0573
 KG0573  HORZ ORDER  -  THIRD
 KG0573  VERT ORDER  -  THIRD ? (See Below)
 KG0573
 KG0573.The horizontal coordinates were established by classical geodetic methods
 KG0573.and adjusted by the National Geodetic Survey in October 1998..
 KG0573
 KG0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0573.The vertical order pertains to the NGVD 29 superseded value.
 KG0573
 KG0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0573
 KG0573.The geoid height was determined by GEOID03.
 KG0573
 KG0573;                    North         East     Units Scale Factor Converg.
 KG0573;SPC KS N     -   136,980.273   396,072.650   MT  0.99997207   -0 01 44.1
 KG0573;UTM  14      - 4,380,160.851   581,970.954   MT  0.99968272   +0 36 28.5
 KG0573
 KG0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0573!SPC KS N     -   0.99991709  x   0.99997207  =   0.99988916
 KG0573!UTM  14      -   0.99991709  x   0.99968272  =   0.99959983
 KG0573
 KG0573:                Primary Azimuth Mark                     Grid Az
 KG0573:SPC KS N     -  RANDALL MUNICIPAL TANK                   000 40 26.3
 KG0573:UTM  14      -  RANDALL MUNICIPAL TANK                   000 02 13.7
 KG0573
 KG0573|---------------------------------------------------------------------|
 KG0573| PID    Reference Object                     Distance      Geod. Az  |
 KG0573|                                                           dddmmss.s |
 KG0573| KG0572 RANDALL MUNICIPAL TANK              APPROX. 8.3 KM 0003842.2 |
 KG0573| CN9480 PLUM RM 1                            13.330 METERS 09053     |
 KG0573| CN9479 PLUM AZ MK                                         0910747.8 |
 KG0573| CN9482 PLUM RM 3                            22.269 METERS 13802     |
 KG0573| CN9481 PLUM RM 2                            13.765 METERS 18229     |
 KG0573| KG0596 BELOIT MITCHELL CO CTHSE TOWER      APPROX.13.2 KM 2041049.6 |
 KG0573| KG0593 BELOIT MUNICIPAL TANK               APPROX.12.5 KM 2045734.7 |
 KG0573| CN9483 PLUM RM 4                            14.310 METERS 27632     |
 KG0573|---------------------------------------------------------------------|
 KG0573
 KG0573                          SUPERSEDED SURVEY CONTROL
 KG0573
 KG0573  NAD 83(1997)-  39 34 02.04155(N)    098 02 44.53994(W) AD(       ) 3
 KG0573  NAD 83(1986)-  39 34 02.04275(N)    098 02 44.53949(W) AD(       ) 3
 KG0573  NAD 27      -  39 34 02.01500(N)    098 02 43.38800(W) AD(       ) 3
 KG0573  NGVD 29 (07/19/86)  554.98   (m)         1820.8    (f) LEVELING    3  
 KG0573
 KG0573.Superseded values are not recommended for survey control.
 KG0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0573.See file dsdata.txt to determine how the superseded data were derived.
 KG0573
 KG0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ8197180161(NAD 83)
 KG0573_MARKER: DS = TRIANGULATION STATION DISK
 KG0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0573
 KG0573  HISTORY     - Date     Condition        Report By
 KG0573  HISTORY     - 1950     MONUMENTED       CGS
 KG0573  HISTORY     - 1960     GOOD             USGS
 KG0573  HISTORY     - 1963     GOOD             CGS
 KG0573  HISTORY     - 1969     GOOD             CGS
 KG0573
 KG0573                          STATION DESCRIPTION
 KG0573
 KG0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0573'THE STATION IS LOCATED ABOUT 7.5 MILES NORTH AND 3.25 MILES
 KG0573'EAST OF BELOIT AND ABOUT 5.0 MILES SOUTH OF RANDALL ON THE
 KG0573'NORTH RIGHT-OF-WAY OF AN EAST-WEST ROAD JUST NORTH OF THE
 KG0573'MITCHELL-JEWELL COUNTY LINE.  IT IS 28 FEET NORTH OF THE
 KG0573'CENTER OF ROAD, 3 FEET WEST OF A WITNESS POST AND 2.5 FEET
 KG0573'SOUTH OF AN EAST-WEST FENCE LINE.  IT IS STAMPED PLUM 1950
 KG0573'AND PROJECTS 2 INCHES.
 KG0573'
 KG0573'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 27 FEET
 KG0573'NORTH OF THE CENTER OF ROAD AND 3 FEET SOUTH OF AN EAST-WEST
 KG0573'FENCE LINE.  IT IS STAMPED PLUM NO 1 1950 AND PROJECTS
 KG0573'2 INCHES.
 KG0573'
 KG0573'REFERENCE MARK NO. 2 IS IN THE NORTH EDGE OF A CULTIVATED
 KG0573'FIELD, 17 FEET SOUTH OF THE CENTER OF ROAD AND 1 FOOT SOUTH
 KG0573'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED PLUM NO 2 1950 AND
 KG0573'PROJECTS 2 INCHES.
 KG0573'
 KG0573'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO. 2 IS 63.72 FEET.
 KG0573'
 KG0573'THE AZIMUTH MARK IS IN THE NORTHWEST CORNER OF A CULTIVATED
 KG0573'FIELD, 45 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 30
 KG0573'FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 3 FEET EAST
 KG0573'OF NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH OF A WITNESS
 KG0573'POST.  IT IS STAMPED PLUM 1950 AND PROJECTS 3 INCHES.
 KG0573'
 KG0573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 KG0573'24 AND STATE HIGHWAYS 14 AND 9 IN THE NORTHWEST EDGE OF
 KG0573'BELOIT, GO NORTH ON STATE HIGHWAY 14 FOR 3.1 MILES TO A
 KG0573'CROSSROAD.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR
 KG0573'4.1 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON GRAVELED
 KG0573'ROAD FOR 3.0 MILES TO A T INTERSECTION AND AZIMUTH MARK ON RIGHT
 KG0573'AS DESCRIBED.  TURN LEFT AND GO WEST FOR 0.2 MILE TO A FORK,
 KG0573'CONTINUE WEST ON LEFT FORK FOR 0.1 MILE TO STATION ON RIGHT
 KG0573'AS DESCRIBED.
 KG0573
 KG0573                          STATION RECOVERY (1960)
 KG0573
 KG0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KG0573'STATION WAS FOUND IN GOOD CONDITION.
 KG0573'
 KG0573'REFERENCE MARKS NO. 1 AND NO. 2 DESTROYED.
 KG0573
 KG0573                          STATION RECOVERY (1963)
 KG0573
 KG0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KG0573'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KG0573'IN GOOD CONDITION, EXCEPT THAT BOTH REFERENCE MARKS HAD BEEN
 KG0573'DESTROYED.  THE AZIMUTH MARK SHOULD BE USED WITH CAUTION AS
 KG0573'THE ANGLE MEASUREMENTS BETWEEN THE AZIMUTH MARK AND THE WATER
 KG0573'TANKS LISTED ABOVED INDICATE AN ERROR, PROBABLY AT THE AZIMUTH
 KG0573'MARK.  COMPLETE DESCRIPTION FOLLOWS.
 KG0573'
 KG0573'STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF THE TOWN OF
 KG0573'BELOIT AND 5 MILES SOUTH OF RANDALL ALONG THE NORTH SIDE OF A
 KG0573'ROAD ALONG THE MITCHELL-JEWELL COUNTY LINE NEAR THE SOUTHEAST
 KG0573'CORNER OF SEC. 36, T. 5 S., R. 7 W., 326 FEET WEST OF THE CENTER
 KG0573'OF A NORTH-SOUTH ROAD, 296 FEET WEST OF A POWER POLE AND FENCE
 KG0573'CORNER, 24 FEET NORTH OF THE CENTER OF GRAVEL ROAD AND THE
 KG0573'MITCHELL-JEWELL COUNTY LINE, 6 FEET SOUTH OF FENCE, AND 1 FOOT
 KG0573'WEST OF A NEW STEEL WITNESS POST WITH SIGN.  THE MARK
 KG0573'PROJECTS 6 INCHES AND THE DISK IS STAMPED PLUM 1950.
 KG0573'
 KG0573'TO REACH THE STATION FROM THE POST OFFICE IN RANDALL, GO SOUTH ON
 KG0573'A HARD SURFACED ROAD FOR 5.0 MILES TO WHERE THE HARD SURFACED ROAD
 KG0573'CURVES EAST AND A GRAVEL ROAD GOES WEST ALONG THE MITCHELL-JEWELL
 KG0573'COUNTY LINE.  TURN RIGHT AND GO WEST ON THE GRAVEL ROAD FOR
 KG0573'0.05 MILE TO THE STATION ON THE RIGHT.
 KG0573'
 KG0573'REFERENCE MARK NO. 3 IS 73.06 FEET SOUTHEAST OF THE STATION, 36
 KG0573'FEET WEST OF THE CENTER OF FIELD ENTRANCE, 29 FEET SOUTH OF THE
 KG0573'CENTER OF GRAVEL ROAD, 2 FEET EAST OF A POWER POLE, AND 1 FOOT
 KG0573'NORTH OF A FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS
 KG0573'STAMPED PLUM NO 3 1950.
 KG0573'
 KG0573'REFERENCE MARK NO. 4 IS 46.95 FEET WEST OF THE STATION, 29 FEET
 KG0573'NORTH OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT SOUTH OF FENCE.
 KG0573'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PLUM NO 4
 KG0573'1950.
 KG0573'
 KG0573'AZIMUTH MARK IS 0.3 MILE EAST OF THE STATION IN THE NORTHWEST
 KG0573'CORNER OF A FIELD, 45 FEET SOUTH OF THE CENTER OF GRAVEL ROAD
 KG0573'ALONG THE MITCHELL-JEWELL COUNTY LINE, 30 FEET EAST OF THE CENTER
 KG0573'OF A NORTH-SOUTH GRAVEL ROAD, AND 1 FOOT NORTH OF A NEW STEEL
 KG0573'WITNESS POST WITH SIGN.  THE MARK IS 2 INCHES BELOW THE SURFACE
 KG0573'OF THE GROUND AND THE DISK IS STAMPED PLUM 1950.
 KG0573'
 KG0573'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD
 KG0573'AND HARD SURFACED ROAD ALONG THE MITCHELL-JEWELL COUNTY LINE FOR
 KG0573'0.3 MILE TO WHERE A GRADED T-ROAD GOES SOUTH AND THE AZIMUTH MARK
 KG0573'IN THE SOUTHEAST ANGLE OF THE INTERSECTION AS DESCRIBED.
 KG0573'
 KG0573'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KG0573
 KG0573                          STATION RECOVERY (1969)
 KG0573
 KG0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0573'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND THE
 KG0573'AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION
 KG0573'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS
 KG0573'FOUND ADEQUATE FOR RECOVERY.
 KG0573'
 KG0573'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES SOUTH
 KG0573'OF RANDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0704 ***********************************************************************
 KG0704  DESIGNATION -  PLUM
 KG0704  PID         -  KG0704
 KG0704  STATE/COUNTY-  KS/PHILLIPS
 KG0704  USGS QUAD   -  KENSINGTON (1973)
 KG0704
 KG0704                         *CURRENT SURVEY CONTROL
 KG0704  ___________________________________________________________________
 KG0704* NAD 83(1997)-  39 45 23.12347(N)    099 04 16.83664(W)     ADJUSTED  
 KG0704* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 KG0704  ___________________________________________________________________
 KG0704  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 KG0704  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 KG0704
 KG0704  HORZ ORDER  -  THIRD
 KG0704
 KG0704.The horizontal coordinates were established by classical geodetic methods
 KG0704.and adjusted by the National Geodetic Survey in October 1998..
 KG0704
 KG0704.The orthometric height was scaled from a topographic map.
 KG0704
 KG0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0704
 KG0704.The geoid height was determined by GEOID03.
 KG0704
 KG0704;                    North         East     Units Scale Factor Converg.
 KG0704;SPC KS N     -   158,527.557   308,192.146   MT  0.99999574   -0 40 40.3
 KG0704;UTM  14      - 4,400,725.578   493,888.556   MT  0.99960046   -0 02 44.3
 KG0704
 KG0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0704!SPC KS N     -   0.99991677  x   0.99999574  =   0.99991251
 KG0704!UTM  14      -   0.99991677  x   0.99960046  =   0.99951726
 KG0704
 KG0704|---------------------------------------------------------------------|
 KG0704| PID    Reference Object                     Distance      Geod. Az  |
 KG0704|                                                           dddmmss.s |
 KG0704| CN9480 PLUM RM 1                            18.957 METERS 00652     |
 KG0704| KG0702 KENSINGTON MUNICIPAL TANK           APPROX. 3.6 KM 0701527.7 |
 KG0704| CN9479 PLUM AZ MK                                         0892012.5 |
 KG0704| CN9481 PLUM RM 2                            18.807 METERS 27127     |
 KG0704|---------------------------------------------------------------------|
 KG0704
 KG0704                          SUPERSEDED SURVEY CONTROL
 KG0704
 KG0704  NAD 83(1997)-  39 45 23.12610(N)    099 04 16.83735(W) AD(       ) 3
 KG0704  NAD 83(1986)-  39 45 23.12893(N)    099 04 16.83747(W) AD(       ) 3
 KG0704  NAD 27      -  39 45 23.08500(N)    099 04 15.52900(W) AD(       ) 3
 KG0704
 KG0704.Superseded values are not recommended for survey control.
 KG0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0704.See file dsdata.txt to determine how the superseded data were derived.
 KG0704
 KG0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK9388900726(NAD 83)
 KG0704_MARKER: DS = TRIANGULATION STATION DISK
 KG0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0704_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0704+STABILITY: SURFACE MOTION
 KG0704
 KG0704  HISTORY     - Date     Condition        Report By
 KG0704  HISTORY     - 1950     MONUMENTED       CGS
 KG0704  HISTORY     - 1962     GOOD             CGS
 KG0704  HISTORY     - 1984     GOOD             USPSQD
 KG0704
 KG0704                          STATION DESCRIPTION
 KG0704
 KG0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0704'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF ARGA, 2-1/2 MILES
 KG0704'WEST-SOUTHWEST OF KENSINGTON AND ON THE SOUTH RIGHT-OF-WAY OF
 KG0704'U.S. HIGHWAY 36.  IT IS 31 FEET SOUTH OF THE CENTER OF THE
 KG0704'HIGHWAY, 4 FEET WEST OF A TRIANGULAR BLAZED POWERLINE POLE AND
 KG0704'4 FEET WEST OF A WITNESS POST.  IT IS STAMPED PLUM 1950 AND
 KG0704'PROJECTS 5 INCHES.
 KG0704'
 KG0704'REFERENCE MARK NO. 1 IS 31 FEET NORTH OF THE CENTER OF THE HIGHWAY
 KG0704'AND SET IN AN EAST-WEST FENCE LINE.  IT IS STAMPED PLUM NO 1 1950
 KG0704'AND PROJECTS 5 INCHES.
 KG0704'
 KG0704'REFERENCE MARK NO. 2 IS 30 FEET SOUTH OF THE CENTER OF THE HIGHWAY
 KG0704'AND 18 FEET EAST OF THE CENTER OF A FIELD ENTRANCE.  IT IS
 KG0704'STAMPED PLUM NO 2 1950 AND PROJECTS 4 INCHES.
 KG0704'
 KG0704'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 91.6 FEET.
 KG0704'
 KG0704'THE AZIMUTH MARK IS 31 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 KG0704'1.5 FEET WEST OF A WITNESS POST AND 1 FOOT WEST OF TELEPHONE
 KG0704'POLE NO. E 46.  IT IS STAMPED PLUM 1950 AND PROJECTS 5 INCHES.
 KG0704'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 1.0 MILE
 KG0704'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KG0704'
 KG0704'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 KG0704'U.S. HIGHWAY 36, AT THE SOUTH END OF TOWN IN AGRA, GO EAST ON
 KG0704'U.S. HIGHWAY 36 FOR 2.6 MILES TO THE STATION ON THE RIGHT AS
 KG0704'DESCRIBED.
 KG0704'
 KG0704'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 KG0704
 KG0704                          STATION RECOVERY (1962)
 KG0704
 KG0704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CJB)
 KG0704'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KG0704'IN GOOD CONDITION.  STATION IS ABOUT 1/4 MILE WEST OF THE
 KG0704'SMITH-PHILLIPS COUNTY LINE AND WILL BE ALONG OLD U.S. HIGHWAY 36
 KG0704'BECAUSE NEW U.S. HIGHWAY 36 IS BEING RELOCATED IN THIS AREA AND
 KG0704'WILL BE A CONSIDERABLE DISTANCE NORTH OF THE OLD LOCATION.  A
 KG0704'NEW TO REACH FOLLOWS.
 KG0704'
 KG0704'TO REACH THE STATION FROM THE RAILROAD CROSSING AND DEPOT IN
 KG0704'THE TOWN OF KENSINGTON, GO SOUTH AND WEST ALONG OLD U.S. HIGHWAY
 KG0704'36 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST
 KG0704'ON OLD U.S. HIGHWAY 36 FOR 1.0 MILE TO THE STATION ON THE LEFT,
 KG0704'WHICH IS LOCATED IN THE NE 1/4 SEC. 36, T 3 S., R 16 W.
 KG0704
 KG0704                          STATION RECOVERY (1984)
 KG0704
 KG0704'RECOVERY NOTE BY US POWER SQUADRON 1984 (MSS)
 KG0704'PLUM 1950 RECOVERED GOOD.
 KG0704'
 KG0704'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT IT WAS 1 FOOT EAST
 KG0704'OF A STEEL POST AND THE WITNESS POST WAS MISSING.  REFERENCE
 KG0704'MARK NO. 1 WAS NOT LOCATED.  REFERENCE MARK NO. 2 LOCATED AS
 KG0704'DESCRIBED.  THE AZIMUTH MARK WAS NOT LOCATED.  ALL TELEPHONE POLES
 KG0704'HAVE BEEN REMOVED.  MARK PROBALY DESTROYED BY FARMING OPERATIONS
 KG0704'OR BY BURYING TELEPHONE CABLE.  WITNESS POST ALSO MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1023 ***********************************************************************
 HH1023  DESIGNATION -  PLYMELL RESET
 HH1023  PID         -  HH1023
 HH1023  STATE/COUNTY-  KS/FINNEY
 HH1023  USGS QUAD   -  PLYMELL (1974)
 HH1023
 HH1023                         *CURRENT SURVEY CONTROL
 HH1023  ___________________________________________________________________
 HH1023* NAD 83(1997)-  37 45 04.43276(N)    100 52 15.89344(W)     ADJUSTED  
 HH1023* NAVD 88     -       885.     (meters)    2904.     (feet)  SCALED    
 HH1023  ___________________________________________________________________
 HH1023  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 HH1023  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 HH1023
 HH1023  HORZ ORDER  -  SECOND
 HH1023
 HH1023.The horizontal coordinates were established by classical geodetic methods
 HH1023.and adjusted by the National Geodetic Survey in October 1998..
 HH1023
 HH1023.The orthometric height was scaled from a topographic map.
 HH1023
 HH1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1023
 HH1023.The geoid height was determined by GEOID03.
 HH1023
 HH1023;                    North         East     Units Scale Factor Converg.
 HH1023;SPC KS S     -   523,026.624   191,075.572   MT  0.99994012   -1 27 25.5
 HH1023;UTM  14      - 4,179,862.363   335,163.254   MT  0.99993467   -1 08 44.9
 HH1023
 HH1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1023!SPC KS S     -   0.99986514  x   0.99994012  =   0.99980526
 HH1023!UTM  14      -   0.99986514  x   0.99993467  =   0.99979982
 HH1023
 HH1023:                Primary Azimuth Mark                     Grid Az
 HH1023:SPC KS S     -  GARDEN CITY TV STA KGLD MAST             004 17 35.1
 HH1023:UTM  14      -  GARDEN CITY TV STA KGLD MAST             003 58 54.5
 HH1023
 HH1023|---------------------------------------------------------------------|
 HH1023| PID    Reference Object                     Distance      Geod. Az  |
 HH1023|                                                           dddmmss.s |
 HH1023| HH1022 GARDEN CITY TV STA KGLD MAST        APPROX. 3.0 KM 0025009.6 |
 HH1023| AI1644 PLYMELL AZ MK                                      0033317.0 |
 HH1023| AI1642 PLYMELL RM 1                         47.555 METERS 09209     |
 HH1023| AI1643 PLYMELL RM 2                         37.247 METERS 17643     |
 HH1023|---------------------------------------------------------------------|
 HH1023
 HH1023                          SUPERSEDED SURVEY CONTROL
 HH1023
 HH1023  NAD 83(1997)-  37 45 04.43808(N)    100 52 15.88966(W) AD(       ) 2
 HH1023  NAD 83(1986)-  37 45 04.43736(N)    100 52 15.89200(W) AD(       ) 2
 HH1023  NAD 27      -  37 45 04.35097(N)    100 52 14.29474(W) AD(       ) 2
 HH1023
 HH1023.Superseded values are not recommended for survey control.
 HH1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1023.See file dsdata.txt to determine how the superseded data were derived.
 HH1023
 HH1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG3516379862(NAD 83)
 HH1023_MARKER: DH = HORIZONTAL CONTROL DISK
 HH1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH1023_STAMPING: PLYMELL 1961 1984
 HH1023_MARK LOGO: CGS   
 HH1023_PROJECTION: RECESSED 46 CENTIMETERS
 HH1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH1023
 HH1023  HISTORY     - Date     Condition        Report By
 HH1023  HISTORY     - 1984     MONUMENTED       NGS
 HH1023
 HH1023                          STATION DESCRIPTION
 HH1023
 HH1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HH1023'THE SURFACE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 HH1023'GOOD CONDITION, THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THE
 HH1023'TELEPHONE POLES AND WITNESS POST ARE GONE AND MEASUREMENT FROM THE
 HH1023'HIGHWAY PLACE THE MARKS LOCATION ON THE BACK SLOPE OF THE EXISTING
 HH1023'ROAD DITCH.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 HH1023'AGREED WITH 1961 DATA.  THE SURFACE STATION MARK AND REFERENCE MARK 2
 HH1023'WERE SITUATED IN A CULTIVATED FIELD AND WERE INTERFERRING WITH FARMING
 HH1023'OPERATIONS.  THE SURFACE STATION MARK WAS LOWERED 18 INCHES BELOW THE
 HH1023'GROUND SURFACE AND A REFERENCE MARK 3 ESTABLISHED. REFERENCE MARK 2
 HH1023'WAS DESTROYED AND REMOVED FROM THE FIELD.  AN AZIMUTH MARK 2 WAS ALSO
 HH1023'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT
 HH1023'30.6 KM (19.00 MI) NORTH OF SUBLETTE, 26.6 KM (16.50 MI) SOUTH OF
 HH1023'GARDEN CITY, 6.4 KM (3.95 MI) SOUTH OF THE PIERCEVILLE-PLYMELL SCHOOL,
 HH1023'1.6 KM (1.00 MI) NORTH OF THE FINNY/HASKELL COUNTY LINE, IN THE NE
 HH1023'1/4, SEC 36, T 26 S, R 33 W AND ON PROPERTY OWNED BY LEE KISNER, 618
 HH1023'MAGNOLIA, GARDEN CITY, KS 67846.  THE LAND IS FARMED BY JAMES DUNCAN,
 HH1023'SOUTH STAR ROUTE, GARDEN CITY, KS 67846.  TO REACH THE STATION FROM
 HH1023'THE JUNCTION OF U.S HIGHWAY 83 AND 50, IN GARDEN CITY, GO SOUTH ON
 HH1023'HIGHWAY 83 FOR 18.51 KM (11.50 MI) TO THE PIERCEVILLE-PLYMELL SCHOOL
 HH1023'ON THE RIGHT. CONTINUE SOUTH ON THE HIGHWAY FOR 6.44 KM (4.00 MI) TO A
 HH1023'PAVED SIDE ROAD LEFT, A FIELD ROAD ON THE RIGHT AND THE STATION IN THE
 HH1023'SOUTHWEST ANGLE ON THE INTERSECTION.  THE STATION  IS A STANDARD NGS
 HH1023'DISK STAMPED---PLYMELL 1961 1984---, SET INTO THE TOP OF A ROUND
 HH1023'CONCRETE MONUMENT, 14 INCHES (36 CM) IN DIAMETER, RECESSED 18 INCHES
 HH1023'(46 CM) BELOW THE GROUND.  THE STATION IS LOCATED 30.48 METERS (100.00
 HH1023'FT) SOUTHWEST FROM THE CENTER OF THE INTERSECTION, 29.57 METERS (97.01
 HH1023'FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 17.07 METERS (56.00 FT)
 HH1023'SOUTHWEST FROM THE SOUTH END OF A METAL PIPE CULVERY FOR A FIELD ROAD,
 HH1023'10.36 METERS (33.99 FT) SOUTH FROM THE CENTERLINE OF THE FIELD ROAD.
 HH1023'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---PLYMELL NO 1
 HH1023'1961---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 HH1023'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 17.98
 HH1023'METERS (58.99 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY, 10.06
 HH1023'METERS (33.01 FT) SOUTH FROM THE CENTERLINE OF THE PAVED ROAD, 0.30
 HH1023'METERS (0.98 FT) NORTH FROM A WITNESS POST.  REFERENCE MARK NO 3 IS A
 HH1023'STANDARD NGS DISK STAMPED---PLYMELL 1961 NO 3 1984---, SET INTO THE
 HH1023'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 HH1023'PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 HH1023'17.83 METERS (58.50 FT) WEST FROM THE CENTERLINE OF THE HIGHWAY, 13.26
 HH1023'METERS (43.50 FT) NORTHWEST FROM THE NORTH OF THE METAL PIPE CULVERT,
 HH1023'15.4 METERS (50.5 FT) NORTH FROM THE CENTERLINE OF THE FIELD ROAD,
 HH1023'0.45 METERS (1.48 FT) SOUTH FROM A WITNESS POST, AND 0.6 METERS (2.0
 HH1023'FT) HIGHER THAN THE STATION.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK
 HH1023'STAMPED---PLYMELL 1961 NO 2 1984---, SET INTO THE TOP OF A ROUND
 HH1023'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, PROJECTING 2 INCHES
 HH1023'(5 CM) ABOVE THE GROUND.  THE STATION IS LOCATED 9.60 METERS (31.50
 HH1023'FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 0.70 METERS (2.30 FT)
 HH1023'NORTHWEST FROM A POWERLINE POLE, 0.52 METERS (1.71 FT) WEST FROM A
 HH1023'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON
 HH1023'THE PAVED COUNTY ROAD FOR 0.80 KM (0.50 MI) TO A FIELD ROAD ON THE
 HH1023'LEFT AND THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1413 ***********************************************************************
 JF1413  DESIGNATION -  PLYMOUTH
 JF1413  PID         -  JF1413
 JF1413  STATE/COUNTY-  KS/LYON
 JF1413  USGS QUAD   -  PLYMOUTH (1989)
 JF1413
 JF1413                         *CURRENT SURVEY CONTROL
 JF1413  ___________________________________________________________________
 JF1413* NAD 83(1997)-  38 24 44.88888(N)    096 16 42.02208(W)     ADJUSTED  
 JF1413* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 JF1413  ___________________________________________________________________
 JF1413  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 JF1413  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 JF1413
 JF1413  HORZ ORDER  -  SECOND
 JF1413
 JF1413.The horizontal coordinates were established by classical geodetic methods
 JF1413.and adjusted by the National Geodetic Survey in October 1998..
 JF1413
 JF1413.The orthometric height was scaled from a topographic map.
 JF1413
 JF1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1413
 JF1413.The geoid height was determined by GEOID03.
 JF1413
 JF1413;                    North         East     Units Scale Factor Converg.
 JF1413;SPC KS S     -   596,073.607   594,012.331   MT  0.99997314   +1 21 55.0
 JF1413;UTM  14      - 4,255,089.112   737,630.510   MT  1.00029547   +1 41 30.5
 JF1413
 JF1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1413!SPC KS S     -   0.99995093  x   0.99997314  =   0.99992408
 JF1413!UTM  14      -   0.99995093  x   1.00029547  =   1.00024639
 JF1413
 JF1413:                Primary Azimuth Mark                     Grid Az
 JF1413:SPC KS S     -  PLYMOUTH AZ MK                           093 45 19.7
 JF1413:UTM  14      -  PLYMOUTH AZ MK                           093 25 44.2
 JF1413
 JF1413|---------------------------------------------------------------------|
 JF1413| PID    Reference Object                     Distance      Geod. Az  |
 JF1413|                                                           dddmmss.s |
 JF1413| CL6004 PLYMOUTH AZ MK                                     0950714.7 |
 JF1413| CL6005 PLYMOUTH RM 1                        22.398 METERS 09646     |
 JF1413| CL6006 PLYMOUTH RM 2                        25.408 METERS 27738     |
 JF1413|---------------------------------------------------------------------|
 JF1413
 JF1413                          SUPERSEDED SURVEY CONTROL
 JF1413
 JF1413  NAD 83(1986)-  38 24 44.89702(N)    096 16 42.02443(W) AD(       ) 2
 JF1413  NAD 27      -  38 24 44.84961(N)    096 16 41.03010(W) AD(       ) 2
 JF1413
 JF1413.Superseded values are not recommended for survey control.
 JF1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1413.See file dsdata.txt to determine how the superseded data were derived.
 JF1413
 JF1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH3763155089(NAD 83)
 JF1413_MARKER: DS = TRIANGULATION STATION DISK
 JF1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1413
 JF1413  HISTORY     - Date     Condition        Report By
 JF1413  HISTORY     - 1956     MONUMENTED       CGS
 JF1413  HISTORY     - 1968     GOOD             CGS
 JF1413
 JF1413                          STATION DESCRIPTION
 JF1413
 JF1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1413'THE STATION IS ABOUT 3 MILES EAST OF PLYMOUTH, 5 MILES WEST OF
 JF1413'THE CENTER OF EMPORIA ON HIGHWAY RIGHT-OF-WAY.  IT IS 93 FEET
 JF1413'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 50S, 90 FEET EAST OF THE
 JF1413'EAST END OF A ROAD SIDE PARK, 67 FEET EAST OF THE CENTERLINE
 JF1413'OF A CURVE IN A GRAVEL ROAD WHICH FORMS THE NORTH AND EAST
 JF1413'BOUNDARIES OF THE ROAD SIDE PARK AND 10 FEET SOUTH OF A WIRE
 JF1413'FENCE AND A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 JF1413'IS STAMPED PLYMOUTH 1956.
 JF1413'
 JF1413'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50S AND
 JF1413'STATE HIGHWAY 99 (6TH AVENUE AND COMMERCIAL STREET) IN EMPORIA,
 JF1413'GO WEST ON HIGHWAY 50S FOR 5.05 MILES TO THE AZIMUTH MARK ON THE
 JF1413'LEFT AND THE COTTONWOOD CEMETERY ON THE RIGHT.  CONTINUE WEST ON
 JF1413'HIGHWAY 50S FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 JF1413'
 JF1413'REFERENCE MARK 1 IS 77 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 JF1413'50S, 19 FEET SOUTH OF THE WIRE FENCE AND 5 FEET NORTH OF A 6
 JF1413'INCH PINE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JF1413'PLYMOUTH NO 1 1956.
 JF1413'
 JF1413'REFERENCE MARK 2 IS 115 FEET NORTH OF THE CENTERLINE OF HIGHWAY
 JF1413'50S, 20 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD AND 1
 JF1413'FOOT SOUTH OF THE WIRE FENCE.  THE MARK IS FLUSH AND THE DISK
 JF1413'IS STAMPED PLYMOUTH NO 2 1956.
 JF1413'
 JF1413'THE AZIMUTH MARK IS 71 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 JF1413'50S, 41 FEET WEST OF A 6 INCH CEDAR TREE AND 1 FOOT NORTH OF A
 JF1413'POWER LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 JF1413'PLYMOUTH 1956.
 JF1413'
 JF1413'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JF1413
 JF1413                          STATION RECOVERY (1968)
 JF1413
 JF1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1413'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1413'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JF1413'AND FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 JF1413'ADEQUATE FOR RECOVERY.
 JF1413'
 JF1413'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 JF1413'
 JF1413'THE AZIMUTH MARK IS 21.5 FEET WEST OF A NEW POWERLINE POLE AND
 JF1413'1 FOOT WEST OF A METAL WITNESS POST.
 JF1413'
 JF1413'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 JF1413'EAST OF PLYMOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0723 ***********************************************************************
 JH0723  DESIGNATION -  POINT
 JH0723  PID         -  JH0723
 JH0723  STATE/COUNTY-  KS/FINNEY
 JH0723  USGS QUAD   -  WHITE WOMAN BOTTOMS (1976)
 JH0723
 JH0723                         *CURRENT SURVEY CONTROL
 JH0723  ___________________________________________________________________
 JH0723* NAD 83(1997)-  38 06 52.58283(N)    100 45 20.55452(W)     ADJUSTED  
 JH0723* NAVD 88     -       890.     (meters)    2920.     (feet)  SCALED    
 JH0723  ___________________________________________________________________
 JH0723  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 JH0723  GEOID HEIGHT-         -25.33  (meters)                     GEOID03
 JH0723
 JH0723  HORZ ORDER  -  SECOND
 JH0723
 JH0723.The horizontal coordinates were established by classical geodetic methods
 JH0723.and adjusted by the National Geodetic Survey in October 1998..
 JH0723
 JH0723.The orthometric height was scaled from a topographic map.
 JH0723
 JH0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0723
 JH0723.The geoid height was determined by GEOID03.
 JH0723
 JH0723;                    North         East     Units Scale Factor Converg.
 JH0723;SPC KS S     -   563,092.951   202,215.014   MT  0.99994181   -1 23 10.3
 JH0723;UTM  14      - 4,219,986.755   346,087.798   MT  0.99989176   -1 05 02.0
 JH0723
 JH0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0723!SPC KS S     -   0.99986429  x   0.99994181  =   0.99980610
 JH0723!UTM  14      -   0.99986429  x   0.99989176  =   0.99975606
 JH0723
 JH0723|---------------------------------------------------------------------|
 JH0723| PID    Reference Object                     Distance      Geod. Az  |
 JH0723|                                                           dddmmss.s |
 JH0723| CL3768 POINT RM 1                           27.072 METERS 08708     |
 JH0723| CL3769 POINT RM 2                           47.067 METERS 21235     |
 JH0723| JH0726 HOLCOMB ATT MICROWAVE KAR 44        APPROX.20.4 KM 2394332.7 |
 JH0723| CL3767 POINT AZ MK                                        3585138.3 |
 JH0723|---------------------------------------------------------------------|
 JH0723
 JH0723                          SUPERSEDED SURVEY CONTROL
 JH0723
 JH0723  NAD 83(1997)-  38 06 52.58658(N)    100 45 20.55251(W) AD(       ) 2
 JH0723  NAD 83(1986)-  38 06 52.58614(N)    100 45 20.55275(W) AD(       ) 2
 JH0723  NAD 27      -  38 06 52.50817(N)    100 45 18.99337(W) AD(       ) 2
 JH0723
 JH0723.Superseded values are not recommended for survey control.
 JH0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0723.See file dsdata.txt to determine how the superseded data were derived.
 JH0723
 JH0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH4608819987(NAD 83)
 JH0723_MARKER: DS = TRIANGULATION STATION DISK
 JH0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0723
 JH0723  HISTORY     - Date     Condition        Report By
 JH0723  HISTORY     - 1963     MONUMENTED       CGS
 JH0723
 JH0723                          STATION DESCRIPTION
 JH0723
 JH0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0723'THE STATION IS 12 MILES NORTHEAST OF GARDEN CITY, IN THE NORTHWEST
 JH0723'QUARTER OF SECTION 29, T 22 S, R 31 W, AND ON PROPERTY OWNED BY
 JH0723'MR. WILLIAM LEWIS.
 JH0723'
 JH0723'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND THE
 JH0723'MAIN STREET IN PIERCEVILLE, GO WEST ON HIGHWAY 50 FOR 7.35 MILES
 JH0723'TO A SIDE ROAD ON THE RIGHT, A TRACK ROAD ON THE LEFT AND A SMALL
 JH0723'METAL BUILDING IN THE NORTHEAST ANGLE OF THE INTERSECTION.  TURN
 JH0723'RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 4.75 MILES TO THE
 JH0723'INTERSECTION OF U.S. HIGHWAY 156.  CROSS THE HIGHWAY AND CONTINUE
 JH0723'NORTH ON THE GRAVEL ROAD FOR 5.65 MILES TO A FARM HOME ON THE
 JH0723'RIGHT AND THE STATION IN THE NORTHWEST CORNER OF THE FARMYARD.
 JH0723'
 JH0723'STATION MARKS ARE STANDARD DISKS STAMPED POINT 1963.  THE SURFACE
 JH0723'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JH0723'GROUND.  IT IS 139 FEET NORTH OF A POWER POLE, 55 FEET EAST OF THE
 JH0723'CENTER OF THE GRAVEL ROAD, 55 FEET NORTHWEST OF THE SOUTHWEST
 JH0723'CORNER OF A GARAGE, AND 40.5 FEET WEST OF THE NORTHWEST CORNER OF
 JH0723'THE GARAGE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 JH0723'OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 JH0723'
 JH0723'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED POINT NO 1 1963, IS SET
 JH0723'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 JH0723'IS 143.5 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 26.5 FEET EAST
 JH0723'OF THE NORTHEAST CORNER OF THE GARAGE, AND 4.5 FEET NORTH OF THE
 JH0723'NORTHEAST CORNER OF A SMALL BUILDING.
 JH0723'
 JH0723'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED POINT NO 2 1963, IS
 JH0723'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JH0723'GROUND.  IT IS 29 FEET WEST OF THE CENTER OF THE GRAVEL ROAD AND
 JH0723'1.5 FEET NORTH OF A POWER POLE.
 JH0723'
 JH0723'AZIMUTH MARK, A STANDARD DISK STAMPED POINT 1963, IS SET IN A SQUARE
 JH0723'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 50 FEET NORTH OF THE
 JH0723'CENTER OF A FIELD APPROACH, 29 FEET WEST OF THE CENTER OF THE
 JH0723'GRAVEL ROAD, 2 FEET SOUTHEAST OF A POWER POLE, AND 1.5 FEET SOUTH
 JH0723'OF A METAL WITNESS POST.
 JH0723'
 JH0723'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRAVEL ROAD
 JH0723'FOR 0.85 MILES TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF THE
 JH0723'ROAD.
 JH0723'
 JH0723'NOTE--REFERENCE MARKS WERE MEASURED WITH A 300 FOOT TAPE PULLING 7
 JH0723'KG. TAPE TENSION.
 JH0723'
 JH0723'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0571 ***********************************************************************
 KG0571  DESIGNATION -  POINTED
 KG0571  PID         -  KG0571
 KG0571  STATE/COUNTY-  KS/JEWELL
 KG0571  USGS QUAD   -  RANDALL (1969)
 KG0571
 KG0571                         *CURRENT SURVEY CONTROL
 KG0571  ___________________________________________________________________
 KG0571* NAD 83(1997)-  39 44 16.46978(N)    098 05 42.40466(W)     ADJUSTED  
 KG0571* NAVD 88     -       533.     (meters)    1749.     (feet)  SCALED    
 KG0571  ___________________________________________________________________
 KG0571  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 KG0571  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 KG0571
 KG0571  HORZ ORDER  -  SECOND
 KG0571
 KG0571.The horizontal coordinates were established by classical geodetic methods
 KG0571.and adjusted by the National Geodetic Survey in October 1998..
 KG0571
 KG0571.The orthometric height was scaled from a topographic map.
 KG0571
 KG0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0571
 KG0571.The geoid height was determined by GEOID03.
 KG0571
 KG0571;                    North         East     Units Scale Factor Converg.
 KG0571;SPC KS N     -   155,933.057   391,847.077   MT  0.99999295   -0 03 36.6
 KG0571;UTM  14      - 4,399,059.690   577,536.026   MT  0.99967401   +0 34 42.6
 KG0571
 KG0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0571!SPC KS N     -   0.99992048  x   0.99999295  =   0.99991343
 KG0571!UTM  14      -   0.99992048  x   0.99967401  =   0.99959452
 KG0571
 KG0571|---------------------------------------------------------------------|
 KG0571| PID    Reference Object                     Distance      Geod. Az  |
 KG0571|                                                           dddmmss.s |
 KG0571| CN9488 POINTED RM 1                         21.116 METERS 06109     |
 KG0571| KF0955 FORMOSA MUNICIPAL TANK              APPROX.10.0 KM 0615653.1 |
 KG0571| CN9487 POINTED AZ MK                                      0725451.9 |
 KG0571| CN9490 POINTED RM 3                                       0732236.5 |
 KG0571| KG0572 RANDALL MUNICIPAL TANK              APPROX.11.5 KM 1574527.3 |
 KG0571| KG0575 JEWELL MUNICIPAL TANK               APPROX. 9.2 KM 2165930.6 |
 KG0571| CN9489 POINTED RM 2                         20.309 METERS 32930     |
 KG0571|---------------------------------------------------------------------|
 KG0571
 KG0571                          SUPERSEDED SURVEY CONTROL
 KG0571
 KG0571  NAD 83(1997)-  39 44 16.47110(N)    098 05 42.40509(W) AD(       ) 2
 KG0571  NAD 83(1986)-  39 44 16.47529(N)    098 05 42.40494(W) AD(       ) 2
 KG0571  NAD 27      -  39 44 16.43300(N)    098 05 41.23400(W) AD(       ) 2
 KG0571
 KG0571.Superseded values are not recommended for survey control.
 KG0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0571.See file dsdata.txt to determine how the superseded data were derived.
 KG0571
 KG0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7753699060(NAD 83)
 KG0571_MARKER: DS = TRIANGULATION STATION DISK
 KG0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0571
 KG0571  HISTORY     - Date     Condition        Report By
 KG0571  HISTORY     - 1950     MONUMENTED       CGS
 KG0571  HISTORY     - 1969     GOOD             CGS
 KG0571  HISTORY     - 1973     GOOD             NGS
 KG0571
 KG0571                          STATION DESCRIPTION
 KG0571
 KG0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0571'THE STATION IS LOCATED ABOUT 5.25 MILES WEST AND 3.0 MILES
 KG0571'SOUTH OF FORMOSA, ABOUT 4.75 MILES NORTH AND 3.25 MILES
 KG0571'EAST OF JEWELL AND 3.25 MILES SOUTH OF MONTROSE ON THE HIGHEST
 KG0571'POINT OF A PROMINENT NORTH-SOUTH RIDGE IN PASTURE LAND OWNED
 KG0571'BY MR. C.A. DUNN.  THE STATION MARK IS 100.0 FEET NORTH
 KG0571'OF THE SOUTH END OF THE RIDGE AND 4.0 FEET EAST OF A WITNESS
 KG0571'POST.  IT PROJECTS 4 INCHES AND IS STAMPED POINTED 1950.
 KG0571'
 KG0571'REFERENCE MARK NO. 1 IS ABOUT 1.0 FOOT BELOW THE ELEVATION
 KG0571'OF THE STATION AND 18.0 FEET WEST OF THE EAST EDGE OF THE
 KG0571'RIDGE.  IT PROJECTS 5 INCHES AND IS STAMPED POINTED NO 1 1950.
 KG0571'
 KG0571'REFERENCE MARK NO. 2 IS ABOUT 1.0 FOOT BELOW THE ELEVATION
 KG0571'OF THE STATION NEAR THE WEST EDGE OF THE RIDGE.  IT PROJECTS
 KG0571'4 INCHES AND IS STAMPED POINTED NO 2 1950.
 KG0571'
 KG0571'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 KG0571'MARK NO. 2 IS 97.5 FEET.
 KG0571'
 KG0571'THE AZIMUTH MARK IS 40.0 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KG0571'ROAD, 30.0 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD,
 KG0571'AND 11.0 FEET NORTH OF A FENCE CORNER, AND 3.0 FEET SOUTH
 KG0571'OF A WITNESS POST AND 1.0 FOOT EAST OF A NORTH-SOUTH FENCE.
 KG0571'IT PROJECTS 4 INCHES AND IS STAMPED POINTED 1950.
 KG0571'
 KG0571'TO REACH THE STATION FROM THE JUNCTION OF A CROSSROAD AND
 KG0571'U.S. HIGHWAY NO. 36, 0.2 OF A MILE SOUTH OF THE RAILROAD
 KG0571'DEPOT IN MONTROSE, GO WEST ON U.S. HIGHWAY NO. 36 FOR 0.25
 KG0571'MILE TO A T ROAD LEFT JUST AFTER CROSSING A BRIDGE, TURN
 KG0571'LEFT AND GO SOUTH ON A GRADED ROAD FOR 1.3 MILE TO A FORK, TAKE
 KG0571'LEFT FORK AND GO 2.1 MILES TO A CROSSROAD JUST NORTH OF A
 KG0571'FARM HOUSE, HERE TURN LEFT ON GRADED ROAD AND GO EAST FOR
 KG0571'0.25 MILE TO THE TOP OF A RIDGE AND A DIM TRAIL LEADING
 KG0571'SOUTH AT A LET-DOWN IN PASTURE FENCE, TURN RIGHT THROUGH
 KG0571'LET-DOWN IN FENCE AND GO SOUTHWESTERLY AND SOUTH ALONG TOP
 KG0571'OF RIDGE FOR ABOUT 0.2 MILE TO THE SOUTH END OF THE RIDGE
 KG0571'AND THE STATION ON THE HIGHEST POINT AS DESCRIBED.
 KG0571'
 KG0571'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEASTERLY
 KG0571'AND NORTH ALONG THE RIDGE FOR ABOUT 0.2 MILE TO A LET-DOWN
 KG0571'IN THE PASTURE FENCE, HERE TURN RIGHT AND GO EAST ON A GRADED
 KG0571'ROAD FOR 0.75 MILE TO A CROSSROAD AND THE AZIMUTH MARK ON
 KG0571'THE LEFT AS DESCRIBED.
 KG0571'
 KG0571'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KG0571
 KG0571                          STATION RECOVERY (1969)
 KG0571
 KG0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0571'STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KG0571'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 KG0571'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED BY ROAD
 KG0571'CONSTRUCTION.  A NEW AZIMUTH MARK WAS NOT SET, SEVERAL
 KG0571'INTERSECTION STATIONS AND TRIANGULATION STATION MONTROSE 2 CAN BE
 KG0571'USED AS NATURAL AZIMUTHS.
 KG0571'
 KG0571'THE DESCRIPTION WAS FOUND ADEQUATE EXCEPT FROM THE GAP IN THE
 KG0571'FENCE MENTIONED IN THE ORIGINAL DESCRIPTION, GO SOUTHEAST
 KG0571'AND THEN SOUTH ALONG TOP OF RIDGE FOR ABOUT 0.2 MILE TO THE
 KG0571'STATION ON THE HIGHEST POINT OF THE HILL.
 KG0571
 KG0571                          STATION RECOVERY (1973)
 KG0571
 KG0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 KG0571'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 KG0571'WERE RECOVERED AND FOUND IN GOOD CONDITION AND AS PREVIOUSLY
 KG0571'DESCRIBED.  THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.  REFERENCE
 KG0571'MARK 3 WAS ESTABLISHED THIS DATE.  THE DIRECTIONS TO THE
 KG0571'TANKS AND THE REFERENCE MARKS CHECKED GOOD WITH THE PREVIOUS
 KG0571'DATA.
 KG0571'
 KG0571'A DESCRIPTION FOR REFERENCE MARK 3 AND A DESCRIPTION OF A
 KG0571'ROUTE TO REACH THE STATION AND REFERENCE MARK 3 FROM JEWELL
 KG0571'FOLLOW-
 KG0571'
 KG0571'REFERENCE MARK 3 IS A STANDARD DISK STAMPED POINTED 1950 NO 3
 KG0571'1973, CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A
 KG0571'10 INCH STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC
 KG0571'PIPE AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 KG0571'27 FEET EAST OF THE CENTER OF THE GRAVELED COUNTY ROAD, 24
 KG0571'FEET NORTH OF A FIELD APPROACH AND 1 FOOT SOUTH OF A METAL
 KG0571'WITNESS POST AT AN OLD CORNER FENCE POST.
 KG0571'
 KG0571'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 KG0571'AND 28 IN JEWELL, GO NORTH ON HIGHWAYS 14 AND 28 FOR 4.0 MILES
 KG0571'TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 KG0571'FOR 4.0 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 KG0571'GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT, A FIELD APPROACH
 KG0571'AND REFERENCE MARK 3 ON THE RIGHT.  TURN LEFT AND GO WEST ON
 KG0571'A DIRT ROAD FOR 0.8 MILE TO THE TOP OF A HILL, THENCE PACK
 KG0571'SOUTHEAST ALONG THE TOP OF THE RIDGE TO THE SOUTH END OF THE
 KG0571'RIDGE AND THE STATION.
 KG0571'
 KG0571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/4 MILES
 KG0571'SOUTH OF MONTROSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1446 ***********************************************************************
 JE1446  DESIGNATION -  POLE
 JE1446  PID         -  JE1446
 JE1446  STATE/COUNTY-  KS/FRANKLIN
 JE1446  USGS QUAD   -  WELLSVILLE (1973)
 JE1446
 JE1446                         *CURRENT SURVEY CONTROL
 JE1446  ___________________________________________________________________
 JE1446* NAD 83(1997)-  38 42 16.40678(N)    095 04 21.38144(W)     ADJUSTED  
 JE1446* NAVD 88     -       320.598  (meters)    1051.83   (feet)  ADJUSTED  
 JE1446  ___________________________________________________________________
 JE1446  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 JE1446  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JE1446  DYNAMIC HT  -         320.379 (meters)    1051.11  (feet)  COMP
 JE1446  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 JE1446
 JE1446  HORZ ORDER  -  SECOND
 JE1446  VERT ORDER  -  SECOND    CLASS 0
 JE1446
 JE1446.The horizontal coordinates were established by classical geodetic methods
 JE1446.and adjusted by the National Geodetic Survey in October 1998..
 JE1446
 JE1446.The orthometric height was determined by differential leveling
 JE1446.and adjusted by the National Geodetic Survey in June 1991..
 JE1446
 JE1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1446
 JE1446.The geoid height was determined by GEOID03.
 JE1446
 JE1446.The dynamic height is computed by dividing the NAVD 88
 JE1446.geopotential number by the normal gravity value computed on the
 JE1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1446.degrees latitude (g = 980.6199 gals.).
 JE1446
 JE1446.The modeled gravity was interpolated from observed gravity values.
 JE1446
 JE1446;                    North         East     Units Scale Factor Converg.
 JE1446;SPC KS S     -   631,665.177   698,075.432   MT  1.00003018   +2 06 22.4
 JE1446;UTM  15      - 4,286,030.626   319,776.794   MT  0.99999999   -1 17 46.9
 JE1446
 JE1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1446!SPC KS S     -   0.99995469  x   1.00003018  =   0.99998487
 JE1446!UTM  15      -   0.99995469  x   0.99999999  =   0.99995468
 JE1446
 JE1446:                Primary Azimuth Mark                     Grid Az
 JE1446:SPC KS S     -  EDGERTON MUN TANK                        036 47 05.3
 JE1446:UTM  15      -  EDGERTON MUN TANK                        040 11 14.6
 JE1446
 JE1446|---------------------------------------------------------------------|
 JE1446| PID    Reference Object                     Distance      Geod. Az  |
 JE1446|                                                           dddmmss.s |
 JE1446| JE1628 EDGERTON MUN TANK                   APPROX. 8.5 KM 0385327.7 |
 JE1446| JE1627 EDGERTON CO OP GRAIN ELEVATOR       APPROX. 8.1 KM 0421437.7 |
 JE1446| JE1447 POLE RM 1                            17.533 METERS 06623     |
 JE1446| JE1645 PAOLA DATRAN MICROWAVE              APPROX.13.7 KM 1531337.1 |
 JE1446| JE1445 POLE RM 2                            19.622 METERS 22535     |
 JE1446| JE1444 POLE RM 3 AZIMUTH                                  2511423.4 |
 JE1446| JE1630 BALDWIN CITY MUN TANK               APPROX.12.6 KM 3075216.3 |
 JE1446| JE1643 WELLSVILLE MUNICIPAL TANK           APPROX. 1.9 KM 3354837.0 |
 JE1446|---------------------------------------------------------------------|
 JE1446
 JE1446                          SUPERSEDED SURVEY CONTROL
 JE1446
 JE1446  NAD 83(1986)-  38 42 16.41449(N)    095 04 21.38339(W) AD(       ) 2
 JE1446  NAD 27      -  38 42 16.38188(N)    095 04 20.49745(W) AD(       ) 2
 JE1446  NGVD 29 (??/??/92)  320.476  (m)         1051.43   (f) ADJ UNCH    2 0
 JE1446
 JE1446.Superseded values are not recommended for survey control.
 JE1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1446.See file dsdata.txt to determine how the superseded data were derived.
 JE1446
 JE1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC1977786031(NAD 83)
 JE1446_MARKER: DS = TRIANGULATION STATION DISK
 JE1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1446_STAMPING: POLE 1974
 JE1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1446+STABILITY: SURFACE MOTION
 JE1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1446+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2000
 JE1446
 JE1446  HISTORY     - Date     Condition        Report By
 JE1446  HISTORY     - 1974     MONUMENTED       NGS
 JE1446  HISTORY     - 1974     GOOD             NGS
 JE1446  HISTORY     - 20001211 GOOD             LOCENG
 JE1446
 JE1446                          STATION DESCRIPTION
 JE1446
 JE1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1446'RM 1 TO RM 2 IS OBSTRUCTED BY BRUSH AND A FENCE.
 JE1446'
 JE1446'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF WELLSVILLE, 1 MILE
 JE1446'SOUTHWEST OF THE FRANKLIN-MIAMI COUNTY LINE ON INTERSTATE HIGHWAY 35
 JE1446'RIGHT-OF-WAY.  PERMISSION FOR THE STATION WAS GRANTED BY THE KANSAS
 JE1446'STATE HIGHWAY DEPARTMENT.  IT IS IN THE NW 1/4 SEC 34, T 15 S,
 JE1446'R 21 E.
 JE1446'
 JE1446'TO REACH THE STATION FROM THE INTERCHANGE OF STATE HIGHWAY 33 AND
 JE1446'INTERSTATE HIGHWAY 35, WHICH IS ABOUT 1 MILE SOUTH OF WELLSVILLE,
 JE1446'GO NORTHEAST ON THE ON RAMP TO INTERSTATE HIGHWAY 35 FOR 0.1 MILE
 JE1446'TO THE WEST ONE OF FOUR LIGHT POLES.  BEAR RIGHT ACROSS A DITCH TO
 JE1446'THE STATION ON THE RIGHT ATOP A CUT-BANK.
 JE1446'
 JE1446'THE STATION MARKS ARE STANDARD DISKS STAMPED POLE 1974.  THE SURFACE
 JE1446'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JE1446'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 168 FEET SOUTHEAST OF
 JE1446'A LAMP POST, 102.0 FEET SOUTHWEST OF A LAMP POST AND 7.5 FEET NORTH
 JE1446'OF A WITNESS POST SET ON THE RIGHT-OF-WAY FENCE LINE.  THE
 JE1446'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES
 JE1446'BELOW THE GROUND SURFACE.
 JE1446'
 JE1446'REFERENCE MARK 1 IS A STANDARD DISK STAMPED POLE NO 1 1974.  IT IS
 JE1446'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JE1446'FLUSH WITH THE GROUND SURFACE.  IT IS 58.0 FEET EAST OF THE WITNESS
 JE1446'POST, 0.5 FEET NORTH OF THE FENCE AND IS ABOUT THE SAME ELEVATION
 JE1446'AS THE STATION.
 JE1446'
 JE1446'REFERENCE MARK 2 IS A STANDARD DISK STAMPED POLE NO 2 1974.  IT IS
 JE1446'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JE1446'FLUSH WITH THE GROUND SURFACE.  IT IS 62.0 FEET WEST OF THE WITNESS
 JE1446'POST, 0.5 FEET SOUTH OF THE FENCE AND IS ABOUT THE SAME ELEVATION
 JE1446'AS THE STATION.
 JE1446'
 JE1446'REFERENCE MARK 3 IS A STANDARD DISK STAMPED POLE NO 3 1974 AZ.  IT IS
 JE1446'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 JE1446'FLUSH WITH THE GROUND SURFACE.  IT IS 106.0 FEET SOUTH OF THE
 JE1446'CENTER OF THE EASTBOUND LANE OF INTERSTATE HIGHWAY 35, 2.4 FEET
 JE1446'WEST OF A WITNESS POST AND 1.2 FEET NORTH OF THE RIGHT-OF-WAY
 JE1446'FENCE.  THIS MARK MAY SERVE AS THE AZIMUTH MARK.
 JE1446'
 JE1446'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTHWEST ON
 JE1446'INTERSTATE HIGHWAY 35 FOR 1.1 MILES TO THE MARK ON THE LEFT, SOUTH,
 JE1446'SIDE OF THE HIGHWAY.
 JE1446'
 JE1446'NEAREST TOWN--WELLSVILLE.
 JE1446'
 JE1446'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 JE1446
 JE1446                          STATION RECOVERY (1974)
 JE1446
 JE1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1446'0.15 MI NE FROM WELLSVILLE.
 JE1446'ABOUT 0.15 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1446'JUNCTION WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE SOUTH OF
 JE1446'WELLSVILLE, ALONG THE SOUTH RIGHT-OF-WAY OF I-35, ATOP A CUT BANK,
 JE1446'57.53 FEET WEST OF RM 1, 64.37 FEET EAST OF RM 2, 200 FEET SOUTH OF
 JE1446'THE CENTERLINE OF THE NORTHEAST BOUND LANE OF HIGHWAY, 102 FEET
 JE1446'SOUTHWEST OF A METAL LIGHT POLE, 168 FEET SOUTHEAST OF A METAL LIGHT
 JE1446'POLE AND 7.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.  SET IN THE
 JE1446'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 15 FEET
 JE1446'ABOVE THE LEVEL OF THE HIGHWAY.
 JE1446
 JE1446                          STATION RECOVERY (2000)
 JE1446
 JE1446'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 JE1446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0299 ***********************************************************************
 HF0299  FBN         -  This is a Federal Base Network Control Station.
 HF0299  DESIGNATION -  POLE
 HF0299  PID         -  HF0299
 HF0299  STATE/COUNTY-  KS/BUTLER
 HF0299  USGS QUAD   -  KEIGHLEY (1979)
 HF0299
 HF0299                         *CURRENT SURVEY CONTROL
 HF0299  ___________________________________________________________________
 HF0299* NAD 83(1997)-  37 40 00.74686(N)    096 39 38.76869(W)     ADJUSTED  
 HF0299* NAVD 88     -       456.140  (meters)    1496.52   (feet)  ADJUSTED  
 HF0299  ___________________________________________________________________
 HF0299  X           -    -586,384.623 (meters)                     COMP
 HF0299  Y           -  -5,021,323.421 (meters)                     COMP
 HF0299  Z           -   3,876,502.176 (meters)                     COMP
 HF0299  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 HF0299  ELLIP HEIGHT-         426.66  (meters)          (08/12/03) GPS OBS
 HF0299  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HF0299  DYNAMIC HT  -         455.774 (meters)    1495.32  (feet)  COMP
 HF0299  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 HF0299
 HF0299  HORZ ORDER  -  B
 HF0299  VERT ORDER  -  SECOND    CLASS 0
 HF0299  ELLP ORDER  -  FOURTH    CLASS I
 HF0299
 HF0299.The horizontal coordinates were established by GPS observations
 HF0299.and adjusted by the National Geodetic Survey in December 1997..
 HF0299
 HF0299.The orthometric height was determined by differential leveling
 HF0299.and adjusted by the National Geodetic Survey in June 1991..
 HF0299.WARNING-GPS observations at this control monument resulted in a GPS
 HF0299.derived orthometric height which differed from the leveled height by
 HF0299.more than one decimeter (0.1 meter).
 HF0299
 HF0299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF0299
 HF0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0299
 HF0299.The ellipsoidal height was determined by GPS observations
 HF0299.and is referenced to NAD 83.
 HF0299
 HF0299.The geoid height was determined by GEOID03.
 HF0299
 HF0299.The dynamic height is computed by dividing the NAVD 88
 HF0299.geopotential number by the normal gravity value computed on the
 HF0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0299.degrees latitude (g = 980.6199 gals.).
 HF0299
 HF0299.The modeled gravity was interpolated from observed gravity values.
 HF0299
 HF0299;                    North         East     Units Scale Factor Converg.
 HF0299;SPC KS S     -   512,607.950   562,252.815   MT  0.99994544   +1 07 48.9
 HF0299;UTM  14      - 4,171,429.521   706,318.433   MT  1.00012434   +1 25 47.8
 HF0299
 HF0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0299!SPC KS S     -   0.99993305  x   0.99994544  =   0.99987850
 HF0299!UTM  14      -   0.99993305  x   1.00012434  =   1.00005738
 HF0299
 HF0299|---------------------------------------------------------------------|
 HF0299| PID    Reference Object                     Distance      Geod. Az  |
 HF0299|                                                           dddmmss.s |
 HF0299| HF0300 POLE RM 1                            12.864 METERS 08616     |
 HF0299| HF0301 POLE RM 2                            16.820 METERS 17935     |
 HF0299| HF0302 POLE AZ MK                                         1815912.0 |
 HF0299|---------------------------------------------------------------------|
 HF0299
 HF0299                          SUPERSEDED SURVEY CONTROL
 HF0299
 HF0299  ELLIP H (12/22/97)  426.70   (m)                       GP(       ) 4 1
 HF0299  NAD 83(1997)-  37 40 00.75244(N)    096 39 38.74762(W) AD(       ) 3
 HF0299  NAD 83(1986)-  37 40 00.76068(N)    096 39 38.75337(W) AD(       ) 3
 HF0299  NAD 27      -  37 40 00.68337(N)    096 39 37.67093(W) AD(       ) 3
 HF0299  NAVD 88 (12/22/97)  456.14   (m)         1496.5    (f) LEVELING    3  
 HF0299  NGVD 29 (??/??/92)  455.966  (m)         1495.95   (f) ADJ UNCH    2 0
 HF0299
 HF0299.Superseded values are not recommended for survey control.
 HF0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0299.See file dsdata.txt to determine how the superseded data were derived.
 HF0299
 HF0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG0631871430(NAD 83)
 HF0299_MARKER: DS = TRIANGULATION STATION DISK
 HF0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0299_STAMPING: POLE 1962
 HF0299_MARK LOGO: CGS   
 HF0299_PROJECTION: FLUSH
 HF0299_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0299+STABILITY: SURFACE MOTION
 HF0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0299+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2002
 HF0299
 HF0299  HISTORY     - Date     Condition        Report By
 HF0299  HISTORY     - 1962     MONUMENTED       CGS
 HF0299  HISTORY     - 1962     GOOD             CGS
 HF0299  HISTORY     - 1982     GOOD             KSDT
 HF0299  HISTORY     - 1982     GOOD             KSDT
 HF0299  HISTORY     - 19910205 GOOD             USPSQD
 HF0299  HISTORY     - 19970306 GOOD             NGS
 HF0299  HISTORY     - 20020814 GOOD             NGS
 HF0299
 HF0299                          STATION DESCRIPTION
 HF0299
 HF0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0299'THE STATION IS ABOUT 9 MILES NORTH OF LATHAM, 7 MILES EAST
 HF0299'AND 1-1/2 MILES SOUTH OF LEON AND 0.1 MILE NORTH OF STATE
 HF0299'HIGHWAY 96.
 HF0299'
 HF0299'TO REACH THE STATION FROM THE POST OFFICE IN LEON, GO SOUTH
 HF0299'ON MAIN STREET FOR 0.6 MILE TO THE INTERSECTION WITH STATE
 HF0299'HIGHWAY 96.  TURN LEFT, EAST, ON HIGHWAY 96 FOR 6.8 MILES TO
 HF0299'A CROSSROAD.  TURN LEFT, NORTH, ON A GRAVELED ROAD FOR 0.1
 HF0299'MILE TO THE STATION ON THE RIGHT NEAR A POWER POLE.
 HF0299'
 HF0299'STATION MARKS ARE STANDARD DISKS STAMPED POLE 1962.  THE
 HF0299'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HF0299'WITH THE SURFACE OF THE GROUND.  IT IS 53 FEET EAST OF THE
 HF0299'CENTER OF THE GRAVELED ROAD, 34 FEET SOUTHEAST OF A TELEPHONE
 HF0299'POLE, 6.5 FEET SOUTH OF A POWER POLE AND 5 FEET SOUTH OF A
 HF0299'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 HF0299'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 HF0299'GROUND.
 HF0299'
 HF0299'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED POLE NO 1 1962,
 HF0299'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HF0299'SURFACE OF THE GROUND.  IT IS 95 FEET EAST OF THE CENTER OF
 HF0299'THE GRAVELED ROAD, 42.5 FEET EAST OF THE POWER POLE AND 42
 HF0299'FEET EAST OF A METAL WITNESS POST.
 HF0299'
 HF0299'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED POLE NO 2
 HF0299'1962, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HF0299'SURFACE OF THE GROUND.  IT IS 77 FEET SOUTHEAST OF THE TELEPHONE
 HF0299'POLE, 62 FEET SOUTH OF THE POWER POLE AND 53 FEET EAST OF
 HF0299'THE CENTER OF THE GRAVELED ROAD.
 HF0299'
 HF0299'AZIMUTH MARK, A STANDARD DISK STAMPED POLE 1962, IS SET IN
 HF0299'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 23.0
 HF0299'FEET WEST OF THE CENTER OF A DIRT ROAD, 2.5 FEET NORTH OF
 HF0299'A METAL WITNESS POST AND 1.0 FOOT EAST OF A FENCE.
 HF0299'
 HF0299'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 HF0299'GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HF0299'
 HF0299'NOTE- REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0299
 HF0299                          STATION RECOVERY (1962)
 HF0299
 HF0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0299'7.5 MI E FROM LEON.
 HF0299'0.6 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT LEON,
 HF0299'THENCE 6.8 MILES EAST ALONG STATE HIGHWAY 96, THENCE 0.1 MILE
 HF0299'NORTH ALONG A GRAVEL ROAD, 55.2 FEET NORTH OF R.M. 2, 53 FEET
 HF0299'EAST OF THE CENTER OF A GRAVEL ROAD, 42.2 FEET WEST OF R.M. 1,
 HF0299'5 FEET SOUTH OF A METAL WITNESS POST, SET IN TOP OF A SQUARE
 HF0299'CONCRETE POST FLUSH WITH THE GROUND.
 HF0299
 HF0299                          STATION RECOVERY (1982)
 HF0299
 HF0299'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 HF0299'RECOVERED IN GOOD CONDITION.
 HF0299
 HF0299                          STATION RECOVERY (1982)
 HF0299
 HF0299'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 HF0299'RECOVERED IN GOOD CONDITION.
 HF0299
 HF0299                          STATION RECOVERY (1991)
 HF0299
 HF0299'RECOVERY NOTE BY US POWER SQUADRON 1991 (RC)
 HF0299'RECOVERED IN GOOD CONDITION.
 HF0299
 HF0299                          STATION RECOVERY (1997)
 HF0299
 HF0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HF0299'THE STATION IS LOCATED ABOUT 27.8 KM (17.25 MI) EAST OF AUGUSTA, 19.3
 HF0299'KM (12.00 MI) SOUTHEAST OF EL DORADO, 11.4 KM (7.10 MI) EAST OF LEON,
 HF0299'AND 0.24 KM (0.15 MI) NORTH OF STATE HIGHWAY 96, ON THE EAST SIDE SE
 HF0299'SATCHELL CREEK 11000 RD, IN A PASTURE.  OWNERSHIP--CLINTON L.
 HF0299'WILLIAMS, 10756 SE SATCHELL CREEK RD, LEON KS, PHONE 316-742-3779. TO
 HF0299'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 77 NORTH,
 HF0299'AND STATE HIGHWAY 96 AND U.S. HIGHWAY 400 EAST, ABOUT 11.27 KM (7.00
 HF0299'MI) EAST OF AUGUSTA, GO EAST FOR 5.15 KM (3.20 MI) ON HIGHWAY 96 TO
 HF0299'THE JUNCTION OF THE COUNTY ROAD LEADING NORTH TO LEON ON THE LEFT.
 HF0299'CONTINUE EAST FOR 11.35 KM (7.05 MI) ON HIGHWAY 96 TO THE JUNCTION OF
 HF0299'SE SATCHELL CREEK 11000 RD.  TURN LEFT, NORTH FOR 0.24 KM (0.15 MI) ON
 HF0299'THE GRAVELED SATCHELL CREEK ROAD TO THE STATION ON THE RIGHT.  STATION
 HF0299'IS 16.8 M (55.1 FT) NORTH OF POLE RM 2, 15.9 M (52.2 FT) EAST OF THE
 HF0299'CENTER OF GRAVEL ROAD, 12.8 M (42.0 FT) WEST OF POLE RM 1, 7.6 M (24.9
 HF0299'FT) EAST OF A RIGHT-OF-WAY FENCE AND WITNESS POST, 1.6 M (5.2 FT)
 HF0299'SOUTH OF A METAL FENCE POST WITH TAG (ESS), ABOUT 0.5 M (1.6 FT)
 HF0299'HIGHER THAN THE ROAD AND FLUSH WITH GROUND.
 HF0299
 HF0299                          STATION RECOVERY (2002)
 HF0299
 HF0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 HF0299'THE STATION IS LOCATED ABOUT 27.8 KM (17.25 MI) EAST OF AUGUSTA, 19.3
 HF0299'KM (12.0 MI)
 HF0299'SOUTHEAST OF EL DORADO, 11.4 KM (7.1 MI) EAST OF LEON, 0.24 KM (0.15
 HF0299'MI) NORTH OF U.S.
 HF0299'HIGHWAY 400,  AND IN A FENCED PASTURE ON THE EAST SIDE OF SE SATCHELL
 HF0299'CREEK ROAD.
 HF0299'OWNERSHIP--CLINTON L. WILLIAMS, 10756 SE SATCHELL CREEK RD, LEON KS.
 HF0299'TO REACH THE STATION
 HF0299'FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 77 NORTH AND U.S. HIGHWAY
 HF0299'400, ABOUT 11.27 KM
 HF0299'(7.0 MI) EAST OF AUGUSTA, GO EAST ON U.S. HIGHWAY 400 FOR 5.5 KM (3.4
 HF0299'MI) TO THE JUNCTION OF
 HF0299'A COUNTY ROAD ON THE LEFT, LEADING NORTH TO LEON.  CONTINUE EAST ON
 HF0299'U.S. HIGHWAY 400 FOR
 HF0299'11.3 KM (7.0 MI) TO A GRAVEL CROSSROAD AT MILE MARKER 312 (SE SATCHELL
 HF0299'CREEK RD).  TURN LEFT
 HF0299'AND GO NORTH ON THE GRAVELED SATCHELL CREEK ROAD FOR 0.24 KM (0.15 MI)
 HF0299'TO THE STATION ON
 HF0299'THE RIGHT.  LOCATED 16.15 M (53.0 FT)EAST FROM THE CENTER OF THE
 HF0299'GRAVEL ROAD, 7.74 M (25.4 FT)
 HF0299'EAST FROM A FIBERGLASS WITNESS POST IN A NORTH-SOUTH FENCE LINE, AND
 HF0299'1.68 M (5.5 FT) SOUTH
 HF0299'FROM THE OLD BENT METAL WITNESS POST WITH PIECE OF SIGN ATTACHED.
 HF0299' 
 HF0299' 
 HF0299'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0302 ***********************************************************************
 HF0302  DESIGNATION -  POLE AZ MK
 HF0302  PID         -  HF0302
 HF0302  STATE/COUNTY-  KS/BUTLER
 HF0302  USGS QUAD   -  KEIGHLEY (1979)
 HF0302
 HF0302                         *CURRENT SURVEY CONTROL
 HF0302  ___________________________________________________________________
 HF0302* NAD 83(1986)-  37 39 45.     (N)    096 39 38.     (W)     SCALED    
 HF0302* NAVD 88     -       456.346  (meters)    1497.20   (feet)  ADJUSTED  
 HF0302  ___________________________________________________________________
 HF0302  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HF0302  DYNAMIC HT  -         455.980 (meters)    1495.99  (feet)  COMP
 HF0302  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 HF0302
 HF0302  VERT ORDER  -  SECOND    CLASS 0
 HF0302
 HF0302.The horizontal coordinates were scaled from a topographic map and have
 HF0302.an estimated accuracy of +/- 6 seconds.
 HF0302
 HF0302.The orthometric height was determined by differential leveling
 HF0302.and adjusted by the National Geodetic Survey in June 1991..
 HF0302
 HF0302.The geoid height was determined by GEOID03.
 HF0302
 HF0302.The dynamic height is computed by dividing the NAVD 88
 HF0302.geopotential number by the normal gravity value computed on the
 HF0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0302.degrees latitude (g = 980.6199 gals.).
 HF0302
 HF0302.The modeled gravity was interpolated from observed gravity values.
 HF0302
 HF0302;                    North         East    Units  Estimated Accuracy
 HF0302;SPC KS S     -   512,120.      562,280.      MT  (+/- 180 meters Scaled)
 HF0302
 HF0302                          SUPERSEDED SURVEY CONTROL
 HF0302
 HF0302  NGVD 29 (??/??/92)  456.171  (m)         1496.62   (f) ADJ UNCH    2 0
 HF0302
 HF0302.Superseded values are not recommended for survey control.
 HF0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0302.See file dsdata.txt to determine how the superseded data were derived.
 HF0302
 HF0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG063709(NAD 83)
 HF0302_MARKER: DZ = AZIMUTH MARK DISK
 HF0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0302_STAMPING: POLE 1962
 HF0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0302+STABILITY: SURFACE MOTION
 HF0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0302+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 HF0302
 HF0302  HISTORY     - Date     Condition        Report By
 HF0302  HISTORY     - 1962     MONUMENTED       CGS
 HF0302  HISTORY     - 1982     GOOD             KSDT
 HF0302  HISTORY     - 1982     GOOD             KSDT
 HF0302  HISTORY     - 20060811 GOOD             INDIV
 HF0302
 HF0302                          STATION DESCRIPTION
 HF0302
 HF0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0302'7.6 MI E FROM LEON.
 HF0302'0.6 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT LEON,
 HF0302'THENCE 6.8 MILES EAST ALONG STATE HIGHWAY 96, THENCE 0.25 MILE
 HF0302'SOUTH ALONG A GRAVEL ROAD, 23 FEET WEST OF THE CENTER OF THE
 HF0302'ROAD, 2.5 FEET NORTH OF A METAL WITNESS POST, 1 FOOT EAST OF
 HF0302'A FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4
 HF0302'INCHES ABOVE GROUND.
 HF0302
 HF0302                          STATION RECOVERY (1982)
 HF0302
 HF0302'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 HF0302'RECOVERED IN GOOD CONDITION.
 HF0302
 HF0302                          STATION RECOVERY (1982)
 HF0302
 HF0302'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 HF0302'RECOVERED IN GOOD CONDITION.
 HF0302
 HF0302                          STATION RECOVERY (2006)
 HF0302
 HF0302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0302'1 MILE W OF KEIGHLEY.  K-96 ALSO KNOWN AS US HIGHWAY 400.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1447 ***********************************************************************
 JE1447  DESIGNATION -  POLE RM 1
 JE1447  PID         -  JE1447
 JE1447  STATE/COUNTY-  KS/FRANKLIN
 JE1447  USGS QUAD   -  WELLSVILLE (1973)
 JE1447
 JE1447                         *CURRENT SURVEY CONTROL
 JE1447  ___________________________________________________________________
 JE1447* NAD 83(1986)-  38 42 16.     (N)    095 04 21.     (W)     SCALED    
 JE1447* NAVD 88     -       320.815  (meters)    1052.54   (feet)  ADJUSTED  
 JE1447  ___________________________________________________________________
 JE1447  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JE1447  DYNAMIC HT  -         320.595 (meters)    1051.82  (feet)  COMP
 JE1447  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 JE1447
 JE1447  VERT ORDER  -  SECOND    CLASS 0
 JE1447
 JE1447.The horizontal coordinates were scaled from a topographic map and have
 JE1447.an estimated accuracy of +/- 6 seconds.
 JE1447
 JE1447.The orthometric height was determined by differential leveling
 JE1447.and adjusted by the National Geodetic Survey in June 1991..
 JE1447
 JE1447.The geoid height was determined by GEOID03.
 JE1447
 JE1447.The dynamic height is computed by dividing the NAVD 88
 JE1447.geopotential number by the normal gravity value computed on the
 JE1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1447.degrees latitude (g = 980.6199 gals.).
 JE1447
 JE1447.The modeled gravity was interpolated from observed gravity values.
 JE1447
 JE1447;                    North         East    Units  Estimated Accuracy
 JE1447;SPC KS S     -   631,650.      698,090.      MT  (+/- 180 meters Scaled)
 JE1447
 JE1447                          SUPERSEDED SURVEY CONTROL
 JE1447
 JE1447  NGVD 29 (??/??/92)  320.692  (m)         1052.14   (f) ADJ UNCH    2 0
 JE1447
 JE1447.Superseded values are not recommended for survey control.
 JE1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1447.See file dsdata.txt to determine how the superseded data were derived.
 JE1447
 JE1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC197860(NAD 83)
 JE1447_MARKER: DR = REFERENCE MARK DISK
 JE1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1447_STAMPING: POLE NO 1 1974
 JE1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1447+STABILITY: SURFACE MOTION
 JE1447
 JE1447  HISTORY     - Date     Condition        Report By
 JE1447  HISTORY     - 1974     MONUMENTED       NGS
 JE1447
 JE1447                          STATION DESCRIPTION
 JE1447
 JE1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1447'0.15 MI NE FROM WELLSVILLE.
 JE1447'AT THE POLE STATION SITE-- 57.53 FEET EAST OF THE STATION, 58.0 FEET
 JE1447'EAST OF A METAL WITNESS SIGN, AND 2.5 FEET NORTH OF THE SOUTH
 JE1447'RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JE1447'GROUND AND IS ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0300 ***********************************************************************
 HF0300  DESIGNATION -  POLE RM 1
 HF0300  PID         -  HF0300
 HF0300  STATE/COUNTY-  KS/BUTLER
 HF0300  USGS QUAD   -  KEIGHLEY (1979)
 HF0300
 HF0300                         *CURRENT SURVEY CONTROL
 HF0300  ___________________________________________________________________
 HF0300* NAD 83(1986)-  37 40 00.     (N)    096 39 38.     (W)     SCALED    
 HF0300* NAVD 88     -       456.190  (meters)    1496.68   (feet)  ADJUSTED  
 HF0300  ___________________________________________________________________
 HF0300  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HF0300  DYNAMIC HT  -         455.824 (meters)    1495.48  (feet)  COMP
 HF0300  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 HF0300
 HF0300  VERT ORDER  -  SECOND    CLASS 0
 HF0300
 HF0300.The horizontal coordinates were scaled from a topographic map and have
 HF0300.an estimated accuracy of +/- 6 seconds.
 HF0300
 HF0300.The orthometric height was determined by differential leveling
 HF0300.and adjusted by the National Geodetic Survey in June 1991..
 HF0300
 HF0300.The geoid height was determined by GEOID03.
 HF0300
 HF0300.The dynamic height is computed by dividing the NAVD 88
 HF0300.geopotential number by the normal gravity value computed on the
 HF0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0300.degrees latitude (g = 980.6199 gals.).
 HF0300
 HF0300.The modeled gravity was interpolated from observed gravity values.
 HF0300
 HF0300;                    North         East    Units  Estimated Accuracy
 HF0300;SPC KS S     -   512,590.      562,270.      MT  (+/- 180 meters Scaled)
 HF0300
 HF0300                          SUPERSEDED SURVEY CONTROL
 HF0300
 HF0300  NGVD 29 (??/??/92)  456.016  (m)         1496.11   (f) ADJ UNCH    2 0
 HF0300
 HF0300.Superseded values are not recommended for survey control.
 HF0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0300.See file dsdata.txt to determine how the superseded data were derived.
 HF0300
 HF0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG063714(NAD 83)
 HF0300_MARKER: DR = REFERENCE MARK DISK
 HF0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0300_STAMPING: POLE NO 1 1962
 HF0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0300+STABILITY: SURFACE MOTION
 HF0300
 HF0300  HISTORY     - Date     Condition        Report By
 HF0300  HISTORY     - 1962     MONUMENTED       CGS
 HF0300
 HF0300                          STATION DESCRIPTION
 HF0300
 HF0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0300'7.5 MI E FROM LEON.
 HF0300'0.6 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT LEON,
 HF0300'THENCE 6.8 MILES EAST ALONG STATE HIGHWAY 96, THENCE 0.1 MILE
 HF0300'NORTH ALONG A GRAVEL ROAD, 95 FEET EAST OF THE CENTER OF A GRAVEL
 HF0300'ROAD, 42.5 FEET EAST OF A POWER POLE, 42.2 FEET EAST OF POLE
 HF0300'1962, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1445 ***********************************************************************
 JE1445  DESIGNATION -  POLE RM 2
 JE1445  PID         -  JE1445
 JE1445  STATE/COUNTY-  KS/FRANKLIN
 JE1445  USGS QUAD   -  WELLSVILLE (1973)
 JE1445
 JE1445                         *CURRENT SURVEY CONTROL
 JE1445  ___________________________________________________________________
 JE1445* NAD 83(1986)-  38 42 16.     (N)    095 04 21.     (W)     SCALED    
 JE1445* NAVD 88     -       320.378  (meters)    1051.11   (feet)  ADJUSTED  
 JE1445  ___________________________________________________________________
 JE1445  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 JE1445  DYNAMIC HT  -         320.159 (meters)    1050.39  (feet)  COMP
 JE1445  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 JE1445
 JE1445  VERT ORDER  -  SECOND    CLASS 0
 JE1445
 JE1445.The horizontal coordinates were scaled from a topographic map and have
 JE1445.an estimated accuracy of +/- 6 seconds.
 JE1445
 JE1445.The orthometric height was determined by differential leveling
 JE1445.and adjusted by the National Geodetic Survey in June 1991..
 JE1445
 JE1445.The geoid height was determined by GEOID03.
 JE1445
 JE1445.The dynamic height is computed by dividing the NAVD 88
 JE1445.geopotential number by the normal gravity value computed on the
 JE1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1445.degrees latitude (g = 980.6199 gals.).
 JE1445
 JE1445.The modeled gravity was interpolated from observed gravity values.
 JE1445
 JE1445;                    North         East    Units  Estimated Accuracy
 JE1445;SPC KS S     -   631,650.      698,090.      MT  (+/- 180 meters Scaled)
 JE1445
 JE1445                          SUPERSEDED SURVEY CONTROL
 JE1445
 JE1445  NGVD 29 (??/??/92)  320.256  (m)         1050.71   (f) ADJ UNCH    2 0
 JE1445
 JE1445.Superseded values are not recommended for survey control.
 JE1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1445.See file dsdata.txt to determine how the superseded data were derived.
 JE1445
 JE1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC197860(NAD 83)
 JE1445_MARKER: DR = REFERENCE MARK DISK
 JE1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1445_STAMPING: POLE NO 2 1974
 JE1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1445+STABILITY: SURFACE MOTION
 JE1445
 JE1445  HISTORY     - Date     Condition        Report By
 JE1445  HISTORY     - 1974     MONUMENTED       NGS
 JE1445
 JE1445                          STATION DESCRIPTION
 JE1445
 JE1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1445'0.15 MI NE FROM WELLSVILLE.
 JE1445'AT THE POLE STATION SITE-- 64.37 FEET WEST OF THE STATION, 62 FEET
 JE1445'WEST OF A METAL WITNESS SIGN AND 0.5 FOOT NORTH OF THE SOUTH
 JE1445'RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JE1445'GROUND AND IS ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0301 ***********************************************************************
 HF0301  DESIGNATION -  POLE RM 2
 HF0301  PID         -  HF0301
 HF0301  STATE/COUNTY-  KS/BUTLER
 HF0301  USGS QUAD   -  KEIGHLEY (1979)
 HF0301
 HF0301                         *CURRENT SURVEY CONTROL
 HF0301  ___________________________________________________________________
 HF0301* NAD 83(1986)-  37 40 00.     (N)    096 39 38.     (W)     SCALED    
 HF0301* NAVD 88     -       455.942  (meters)    1495.87   (feet)  ADJUSTED  
 HF0301  ___________________________________________________________________
 HF0301  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 HF0301  DYNAMIC HT  -         455.577 (meters)    1494.67  (feet)  COMP
 HF0301  MODELED GRAV-     979,814.5   (mgal)                       NAVD 88
 HF0301
 HF0301  VERT ORDER  -  SECOND    CLASS 0
 HF0301
 HF0301.The horizontal coordinates were scaled from a topographic map and have
 HF0301.an estimated accuracy of +/- 6 seconds.
 HF0301
 HF0301.The orthometric height was determined by differential leveling
 HF0301.and adjusted by the National Geodetic Survey in June 1991..
 HF0301
 HF0301.The geoid height was determined by GEOID03.
 HF0301
 HF0301.The dynamic height is computed by dividing the NAVD 88
 HF0301.geopotential number by the normal gravity value computed on the
 HF0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0301.degrees latitude (g = 980.6199 gals.).
 HF0301
 HF0301.The modeled gravity was interpolated from observed gravity values.
 HF0301
 HF0301;                    North         East    Units  Estimated Accuracy
 HF0301;SPC KS S     -   512,590.      562,270.      MT  (+/- 180 meters Scaled)
 HF0301
 HF0301                          SUPERSEDED SURVEY CONTROL
 HF0301
 HF0301  NGVD 29 (??/??/92)  455.768  (m)         1495.30   (f) ADJ UNCH    2 0
 HF0301
 HF0301.Superseded values are not recommended for survey control.
 HF0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0301.See file dsdata.txt to determine how the superseded data were derived.
 HF0301
 HF0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG063714(NAD 83)
 HF0301_MARKER: DR = REFERENCE MARK DISK
 HF0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0301_STAMPING: POLE NO 2 1962
 HF0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0301+STABILITY: SURFACE MOTION
 HF0301
 HF0301  HISTORY     - Date     Condition        Report By
 HF0301  HISTORY     - 1962     MONUMENTED       CGS
 HF0301
 HF0301                          STATION DESCRIPTION
 HF0301
 HF0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0301'7.5 MI E FROM LEON.
 HF0301'0.6 MILE SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT LEON,
 HF0301'THENCE 6.8 MILES EAST ALONG STATE HIGHWAY 96, THENCE 0.1 MILE NORTH
 HF0301'ALONG A GRAVEL ROAD, 77 FEET SOUTHEAST OF A TELEPHONE POLE,
 HF0301'55.2 FEET SOUTH OF POLE 1962, 53 FEET EAST OF THE CENTER OF A
 HF0301'GRAVEL ROAD, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH
 HF0301'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1444 ***********************************************************************
 JE1444  DESIGNATION -  POLE RM 3 AZIMUTH
 JE1444  PID         -  JE1444
 JE1444  STATE/COUNTY-  KS/FRANKLIN
 JE1444  USGS QUAD   -  WELLSVILLE (1973)
 JE1444
 JE1444                         *CURRENT SURVEY CONTROL
 JE1444  ___________________________________________________________________
 JE1444* NAD 83(1986)-  38 42 00.     (N)    095 05 22.     (W)     SCALED    
 JE1444* NAVD 88     -       315.828  (meters)    1036.18   (feet)  ADJUSTED  
 JE1444  ___________________________________________________________________
 JE1444  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 JE1444  DYNAMIC HT  -         315.612 (meters)    1035.47  (feet)  COMP
 JE1444  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 JE1444
 JE1444  VERT ORDER  -  SECOND    CLASS 0
 JE1444
 JE1444.The horizontal coordinates were scaled from a topographic map and have
 JE1444.an estimated accuracy of +/- 6 seconds.
 JE1444
 JE1444.The orthometric height was determined by differential leveling
 JE1444.and adjusted by the National Geodetic Survey in June 1991..
 JE1444
 JE1444.The geoid height was determined by GEOID03.
 JE1444
 JE1444.The dynamic height is computed by dividing the NAVD 88
 JE1444.geopotential number by the normal gravity value computed on the
 JE1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1444.degrees latitude (g = 980.6199 gals.).
 JE1444
 JE1444.The modeled gravity was interpolated from observed gravity values.
 JE1444
 JE1444;                    North         East    Units  Estimated Accuracy
 JE1444;SPC KS S     -   631,110.      696,630.      MT  (+/- 180 meters Scaled)
 JE1444
 JE1444                          SUPERSEDED SURVEY CONTROL
 JE1444
 JE1444  NGVD 29 (??/??/92)  315.706  (m)         1035.78   (f) ADJ UNCH    2 0
 JE1444
 JE1444.Superseded values are not recommended for survey control.
 JE1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1444.See file dsdata.txt to determine how the superseded data were derived.
 JE1444
 JE1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC183855(NAD 83)
 JE1444_MARKER: DR = REFERENCE MARK DISK
 JE1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1444_STAMPING: POLE NO 3 AZ 1974
 JE1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1444+STABILITY: SURFACE MOTION
 JE1444
 JE1444  HISTORY     - Date     Condition        Report By
 JE1444  HISTORY     - 1974     MONUMENTED       NGS
 JE1444
 JE1444                          STATION DESCRIPTION
 JE1444
 JE1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1444'0.9 MI SW FROM WELLSVILLE.
 JE1444'ABOUT 0.9 MILE SOUTHWEST ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 JE1444'WITH STATE HIGHWAY 33 WHICH IS ABOUT 1.0 MILE SOUTH OF WELLSVILLE,
 JE1444'106.0 FEET SOUTH OF THE CENTERLINE OF THE NORTHEAST BOUND LANE OF
 JE1444'HIGHWAY, 2.4 FEET WEST OF A METAL WITNESS SIGN AND 1.2 FEET NORTH OF
 JE1444'THE SOUTH RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE POST FLUSH
 JE1444'WITH THE GROUND AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1136 ***********************************************************************
 HE1136  DESIGNATION -  POLK
 HE1136  PID         -  HE1136
 HE1136  STATE/COUNTY-  KS/CRAWFORD
 HE1136  USGS QUAD   -  ARMA (1978)
 HE1136
 HE1136                         *CURRENT SURVEY CONTROL
 HE1136  ___________________________________________________________________
 HE1136* NAD 83(1997)-  37 32 06.22994(N)    094 44 24.24285(W)     ADJUSTED  
 HE1136* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 HE1136  ___________________________________________________________________
 HE1136  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 HE1136  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HE1136
 HE1136  HORZ ORDER  -  SECOND
 HE1136
 HE1136.The horizontal coordinates were established by classical geodetic methods
 HE1136.and adjusted by the National Geodetic Survey in October 1998..
 HE1136
 HE1136.The orthometric height was scaled from a topographic map.
 HE1136
 HE1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1136
 HE1136.The geoid height was determined by GEOID03.
 HE1136
 HE1136;                    North         East     Units Scale Factor Converg.
 HE1136;SPC KS S     -   503,078.329   732,214.181   MT  0.99995808   +2 18 38.1
 HE1136;UTM  15      - 4,155,653.978   346,261.108   MT  0.99989114   -1 03 37.2
 HE1136
 HE1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1136!SPC KS S     -   0.99995430  x   0.99995808  =   0.99991238
 HE1136!UTM  15      -   0.99995430  x   0.99989114  =   0.99984545
 HE1136
 HE1136:                Primary Azimuth Mark                     Grid Az
 HE1136:SPC KS S     -  ARMA MUNICIPAL TANK                      072 04 02.0
 HE1136:UTM  15      -  ARMA MUNICIPAL TANK                      075 26 17.3
 HE1136
 HE1136|---------------------------------------------------------------------|
 HE1136| PID    Reference Object                     Distance      Geod. Az  |
 HE1136|                                                           dddmmss.s |
 HE1136| HE1140 ARMA MUNICIPAL TANK                 APPROX. 4.0 KM 0742240.1 |
 HE1136| HE1139 POLK MUNICIPAL TANK                  73.944 METERS 08425     |
 HE1136| CN7718 POLK RM 1                             6.837 METERS 11601     |
 HE1136| HE1017 ATKINSON                            APPROX. 9.5 KM 1811039.3 |
 HE1136| CN7719 POLK RM 2                             9.808 METERS 29744     |
 HE1136|---------------------------------------------------------------------|
 HE1136
 HE1136                          SUPERSEDED SURVEY CONTROL
 HE1136
 HE1136  NAD 83(1997)-  37 32 06.23610(N)    094 44 24.24310(W) AD(       ) 2
 HE1136  NAD 83(1986)-  37 32 06.24043(N)    094 44 24.23623(W) AD(       ) 2
 HE1136  NAD 27      -  37 32 06.07428(N)    094 44 23.36680(W) AD(       ) 2
 HE1136  NGVD 29 (07/19/86)  321.5    (m)         1055.     (f) VERT ANG       
 HE1136
 HE1136.Superseded values are not recommended for survey control.
 HE1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1136.See file dsdata.txt to determine how the superseded data were derived.
 HE1136
 HE1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4626155654(NAD 83)
 HE1136_MARKER: DS = TRIANGULATION STATION DISK
 HE1136_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HE1136_STAMPING: POLK 1966
 HE1136_MARK LOGO: CGS   
 HE1136_MAGNETIC: P = MARKER IS A STEEL PIPE
 HE1136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE1136
 HE1136  HISTORY     - Date     Condition        Report By
 HE1136  HISTORY     - 1966     MONUMENTED       CGS
 HE1136  HISTORY     - 19890503 GOOD             NGS
 HE1136
 HE1136                          STATION DESCRIPTION
 HE1136
 HE1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1136'THE STATION IS ABOUT 6 MILES EAST-NORTHEAST OF GIRARD, 2 MILES
 HE1136'WEST-SOUTHWEST OF ARMA, 2 MILES WEST-NORTHWEST OF FRANKLIN, ON
 HE1136'THE SUMMIT OF ABOUT A 60 FOOT HIGH KNOLL COVERED WITH A FEW
 HE1136'SMALL TREES.  IT IS ON LAND OWNED BY MR. JOHN STERLE.
 HE1136'
 HE1136'TO REACH THE STATION FROM THE POST OFFICE IN ARMA, GO WEST
 HE1136'ON PAVED ROAD FOR 0.55 MILE TO A T-INTERSECTION, TURN LEFT,
 HE1136'SOUTH, ON U.S. HIGHWAY 69 FOR 0.1 MILE TO A PAVED SIDE ROAD
 HE1136'ON THE RIGHT.  TURN RIGHT AND GO WEST ON PAVED ROAD FOR 1.75
 HE1136'MILE TO A CROSSROAD AND A TAVERN IN THE SOUTHEAST ANGLE OF
 HE1136'CROSSROAD, TURN LEFT, SOUTH, ON PAVED ROAD FOR 0.5 MILE TO A
 HE1136'TRACK ROAD ON THE LEFT.  TURN LEFT AND GO EAST THEN SOUTH ON
 HE1136'TRACK ROAD FOR 0.15 MILE TO THE END OF TRUCK TRAVEL AND A
 HE1136'WATER TANK ON THE LEFT.  FROM THIS POINT, PACK NORTHWEST UP
 HE1136'KNOLL FOR ABOUT 50 YARDS TO THE HIGHEST POINT AND THE
 HE1136'STATION.
 HE1136'
 HE1136'STATION MARK IS A STANDARD DISK, STAMPED POLK 1966, BRAZED
 HE1136'TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 5 INCHES.  IT
 HE1136'IS 15 FEET SOUTHWEST OF THE NORTHEAST SLOPE OF KNOLL.
 HE1136'
 HE1136'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED POLK NO 1 1966,
 HE1136'BRAZED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 4
 HE1136'INCHES.  IT IS 12 FEET SOUTH OF THE NORTH SLOPE OF KNOLL, 15
 HE1136'FEET WEST OF THE EAST SLOPE OF KNOLL AND ABOUT 1 FOOT LOWER
 HE1136'THAN THE STATION.
 HE1136'
 HE1136'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POLK NO 2 1966,
 HE1136'BRAZED TO THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS 4 INCHES.
 HE1136'IT IS 20 FEET NORTH OF THE SOUTH SLOPE OF KNOLL, 15 FEET
 HE1136'EAST OF THE WEST SLOPE OF KNOLL AND ABOUT 1 FOOT LOWER THAN
 HE1136'THE STATION.
 HE1136
 HE1136                          STATION RECOVERY (1989)
 HE1136
 HE1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JEF)
 HE1136'DUE TO THE REMOVAL OF THE HILL THAT THE STATION MARK IS LOCATED ON, A
 HE1136'COMPLETE NEW STATION WAS ESTABLISHED THIS DATE.  SEE DESCRIPTION FOR
 HE1136'POLK 2 THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5576 ***********************************************************************
 DF5576  DESIGNATION -  POLK 2
 DF5576  PID         -  DF5576
 DF5576  STATE/COUNTY-  KS/CRAWFORD
 DF5576  USGS QUAD   -  ARMA (1978)
 DF5576
 DF5576                         *CURRENT SURVEY CONTROL
 DF5576  ___________________________________________________________________
 DF5576* NAD 83(1997)-  37 32 10.29745(N)    094 44 30.90565(W)     ADJUSTED  
 DF5576* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 DF5576  ___________________________________________________________________
 DF5576  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DF5576  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DF5576
 DF5576  HORZ ORDER  -  THIRD
 DF5576
 DF5576.The horizontal coordinates were established by classical geodetic methods
 DF5576.and adjusted by the National Geodetic Survey in May 2003..
 DF5576
 DF5576.The orthometric height was scaled from a topographic map.
 DF5576
 DF5576.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5576
 DF5576.The geoid height was determined by GEOID03.
 DF5576
 DF5576;                    North         East     Units Scale Factor Converg.
 DF5576;SPC KS S     -   503,197.030   732,045.689   MT  0.99995795   +2 18 34.0
 DF5576;UTM  15      - 4,155,782.373   346,099.898   MT  0.99989175   -1 03 41.4
 DF5576
 DF5576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5576!SPC KS S     -   0.99995701  x   0.99995795  =   0.99991496
 DF5576!UTM  15      -   0.99995701  x   0.99989175  =   0.99984877
 DF5576
 DF5576|---------------------------------------------------------------------|
 DF5576| PID    Reference Object                     Distance      Geod. Az  |
 DF5576|                                                           dddmmss.s |
 DF5576| DF5577 POLK 2 RM 3                           6.002 METERS 00413     |
 DF5576| HE1136 POLK                                206.115 METERS 12728     |
 DF5576| DF5579 POLK 2 AZ MK                        451.592 METERS 1791610.2 |
 DF5576| DF5578 POLK 2 RM 4                           6.017 METERS 27347     |
 DF5576|---------------------------------------------------------------------|
 DF5576
 DF5576                          SUPERSEDED SURVEY CONTROL
 DF5576
 DF5576.No superseded survey control is available for this station.
 DF5576
 DF5576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4610055782(NAD 83)
 DF5576_MARKER: DD = SURVEY DISK
 DF5576_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF5576_SP_SET: CONCRETE FOOTING
 DF5576_STAMPING: POLK 2 1989
 DF5576_MARK LOGO: NGS   
 DF5576_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5576+STABILITY: SURFACE MOTION
 DF5576
 DF5576  HISTORY     - Date     Condition        Report By
 DF5576  HISTORY     - 1989     MONUMENTED       NGS
 DF5576
 DF5576                          STATION DESCRIPTION
 DF5576
 DF5576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 (JEF)
 DF5576'THE STATION IS ABOUT 14.3 KM (8.90 MI) NORTH-NORTHWEST OF PITTSBURG,
 DF5576'9.2 KM (5.70 MI) EAST-NORTHEAST OF GIRARD AND 3.6 KM (2.25 MI)
 DF5576'WEST-SOUTHWEST OF ARMA, NEAR THE SOUTHEAST CORNER OF THE NORTHEAST
 DF5576'QUARTER OF SECTION 11, T 29 S, R 24 E.  PROPERTY OWNER--CRAWFORD
 DF5576'COUNTY WATER DISTRICT NO 2. TO REACH THE STATION FROM THE CITY HALL
 DF5576'AND FIRE STATION AT THE ARMA MUNICIPAL WATER TANK IN ARMA, GO WEST ON
 DF5576'E WASHINGTON STREET FOR 0.64 KM (0.40 MI) TO U.S. HIGHWAY 69 BUSINESS.
 DF5576'TURN LEFT AND GO SOUTH ON HIGHWAY 69 BUSINESS FOR 0.16 KM (0.10 MI) TO
 DF5576'W SOUTH STREET.  TURN RIGHT AND GO WEST ON W SOUTH STREET FOR 0.32 KM
 DF5576'(0.20 MI) TO U.S. HIGHWAY 69 BYPASS.  CONTINUE WEST ON THE MAIN ROAD
 DF5576'FOR 2.82 KM (1.75 MI)  TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 DF5576'COUNTY ROAD FOR 0.8 KM (0.50 MI) TO WATER DISTRICT NO 2 CONCRETE BLOCK
 DF5576'BUILDING AND THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD, 14.8 M
 DF5576'(48.6 FT) WEST OF THE CENTERLINE OF THE COUNTY ROAD, 14.6 M (47.9 FT)
 DF5576'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK
 DF5576'BUILDING, 8.9 M (29.2 FT) SOUTHWEST OF A POWER LINE POLE AND 5.8 M
 DF5576'(19.0 FT) NORTHWEST OF THE NORTHEAST CHAIN-LINK FENCE CORNER POST.
 DF5576'REFERENCE MARK 3 IS 6.002 M (19.7 FT) NORTH OF THE STTAION MARK AND
 DF5576'REFERENCE MARK 4 IS 6.017 M (19.7 FT) WEST OF THE STATION MARK AND AN
 DF5576'AZIMUTH MARK WAS ESTABLISHED 0.48 KM (0.30MI) SOUTH OF THE STATION
 DF5576'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5579 ***********************************************************************
 DF5579  DESIGNATION -  POLK 2 AZ MK
 DF5579  PID         -  DF5579
 DF5579  STATE/COUNTY-  KS/CRAWFORD
 DF5579  USGS QUAD   -  ARMA (1978)
 DF5579
 DF5579                         *CURRENT SURVEY CONTROL
 DF5579  ___________________________________________________________________
 DF5579* NAD 83(1997)-  37 31 55.65078(N)    094 44 30.67115(W)     ADJUSTED  
 DF5579* NAVD 88     -       303.3    (meters)     995.     (feet)  VERT ANG  
 DF5579  ___________________________________________________________________
 DF5579  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 DF5579  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DF5579
 DF5579  HORZ ORDER  -  THIRD
 DF5579
 DF5579.The horizontal coordinates were established by classical geodetic methods
 DF5579.and adjusted by the National Geodetic Survey in May 2003..
 DF5579
 DF5579.The orthometric height was determined by vertical angle observations.
 DF5579
 DF5579.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5579
 DF5579.The geoid height was determined by GEOID03.
 DF5579
 DF5579;                    North         East     Units Scale Factor Converg.
 DF5579;SPC KS S     -   502,746.092   732,069.637   MT  0.99995842   +2 18 34.2
 DF5579;UTM  15      - 4,155,330.837   346,097.289   MT  0.99989176   -1 03 40.9
 DF5579
 DF5579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5579!SPC KS S     -   0.99995724  x   0.99995842  =   0.99991566
 DF5579!UTM  15      -   0.99995724  x   0.99989176  =   0.99984900
 DF5579
 DF5579                          SUPERSEDED SURVEY CONTROL
 DF5579
 DF5579.No superseded survey control is available for this station.
 DF5579
 DF5579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4609755331(NAD 83)
 DF5579_MARKER: DZ = AZIMUTH MARK DISK
 DF5579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5579_STAMPING: POLK 2 1989
 DF5579_MARK LOGO: NGS   
 DF5579_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5579+STABILITY: SURFACE MOTION
 DF5579
 DF5579  HISTORY     - Date     Condition        Report By
 DF5579  HISTORY     - 1989     MONUMENTED       NGS
 DF5579
 DF5579                          STATION DESCRIPTION
 DF5579
 DF5579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 (JEF)
 DF5579'THE STATION IS ABOUT 13.7 KM (8.50 MI) NORTH-NORTHWEST OF PITTSBURG, 9
 DF5579'KM (5.60 MI) EAST NORTHEAST OF GIRARD AND 3.7 KM (2.30 MI)
 DF5579'WEST-SOUTHWEST OF ARMA, NEAR THE SOUTHEAST CORNER OF THE NORTHEAST
 DF5579'QUARTER OF SECTION 11, T 29 S, R 24 E.  PROPERTY OWNER--CRAWFORD
 DF5579'COUNTY. TO REACH THE STATION FROM THE CITY HALL AND FIRE STATION AT
 DF5579'THE ARMA MUNICIPAL WATER TANK IN ARMA, GO WEST ON E WASHINGTON STREET
 DF5579'FOR 0.64 KM (0.40 MI) TO U.S. HIGHWAY 69 BUSINESS.  TURN LEFT AND GO
 DF5579'SOUTH ON HIGHWAY 69 BUSINESS FOR 0.16 KM (0.10 MI) TO W SOUTH STREET.
 DF5579'TURN RIGHT AND GO WEST ON W SOUTH STREET FOR 0.32 KM (0.20 MI) TO U.S.
 DF5579'HIGHWAY 69 BYPASS.  CONTINUE WEST ON THE MAIN ROAD FOR 2.82 KM (1.75
 DF5579'MI)  TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A COUNTY ROAD. FOR 0.8
 DF5579'KM (0.50 MI) TO WATER DISTRICT NO 2 CONCRETE BLOCK BUILDING AND
 DF5579'TRIANGULATION STATION ON THE RIGHT. CONTINUE SOUTH ON THE COUNTY ROAD
 DF5579'FOR 0.48 KM (0.30 MI) TO THE MARK ON THE RIGHT.  WEST SIDE OF THE
 DF5579'ROAD, 28.5 M (93.5 FT) SOUTH OF A POWER POLE, 6.6 M (21.7 FT) WEST OF
 DF5579'THE CENTERLINE OF THE COUNTY ROAD, 0.9 M (3.0 FT) NORTHEAST OF A
 DF5579'CORNER FENCE POST AND 0.4 M (1.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 DF5579'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5577 ***********************************************************************
 DF5577  DESIGNATION -  POLK 2 RM 3
 DF5577  PID         -  DF5577
 DF5577  STATE/COUNTY-  KS/CRAWFORD
 DF5577  USGS QUAD   -  ARMA (1978)
 DF5577
 DF5577                         *CURRENT SURVEY CONTROL
 DF5577  ___________________________________________________________________
 DF5577* NAD 83(1997)-  37 32 10.49161(N)    094 44 30.88766(W)     ADJUSTED  
 DF5577* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 DF5577  ___________________________________________________________________
 DF5577  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DF5577  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DF5577
 DF5577  HORZ ORDER  -  THIRD
 DF5577
 DF5577.The horizontal coordinates were established by classical geodetic methods
 DF5577.and adjusted by the National Geodetic Survey in May 2003..
 DF5577
 DF5577.The orthometric height was scaled from a topographic map.
 DF5577
 DF5577.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5577
 DF5577.The geoid height was determined by GEOID03.
 DF5577
 DF5577;                    North         East     Units Scale Factor Converg.
 DF5577;SPC KS S     -   503,203.029   732,045.889   MT  0.99995794   +2 18 34.0
 DF5577;UTM  15      - 4,155,788.349   346,100.450   MT  0.99989175   -1 03 41.4
 DF5577
 DF5577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5577!SPC KS S     -   0.99995702  x   0.99995794  =   0.99991496
 DF5577!UTM  15      -   0.99995702  x   0.99989175  =   0.99984877
 DF5577
 DF5577                          SUPERSEDED SURVEY CONTROL
 DF5577
 DF5577.No superseded survey control is available for this station.
 DF5577
 DF5577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4610055788(NAD 83)
 DF5577_MARKER: DD = SURVEY DISK
 DF5577_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF5577_SP_SET: CONCRETE FOOTING
 DF5577_STAMPING: POLK 2 NO 3 1989
 DF5577_MARK LOGO: NGS   
 DF5577_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5577+STABILITY: SURFACE MOTION
 DF5577
 DF5577  HISTORY     - Date     Condition        Report By
 DF5577  HISTORY     - 1989     MONUMENTED       NGS
 DF5577
 DF5577                          STATION DESCRIPTION
 DF5577
 DF5577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 (JEF)
 DF5577'THE STATION IS ABOUT 14.3 KM (8.90 MI) NORTH-NORTHWEST OF PITTSBURG,
 DF5577'9.2 KM (5.70 MI) EAST-NORTHEAST OF GIRARD AND 3.6 KM (2.25 MI)
 DF5577'WEST-SOUTHWEST OF ARMA, NEAR THE SOUTHEAST CORNER OF THE NORTHEAST
 DF5577'QUARTER OF SECTION 11, T 29 S, R 24 E. PROPERTY OWNER--CRAWFORD COUNTY
 DF5577'WATER DISTRICT NO 2. TO REACH THE STATION FROM THE CITY HALL AND FIRE
 DF5577'STATION AT THE ARMA MUNICIPAL WATER TANK IN ARMA, GO WEST ON E
 DF5577'WASHINGTON STREET FOR 0.64 KM (0.40 MI) TO U.S. HIGHWAY 69 BUSINESS.
 DF5577'TURN LEFT AND GO SOUTH ON HIGHWAY 69 BUSINESS FOR 0.16 KM (0.10 MI) TO
 DF5577'W SOUTH STREET.  TURN RIGHT AND GO WEST ON W SOUTH STREET FOR 0.32 KM
 DF5577'(0.20 MI) TO U.S. HIGHWAY 69 BYPASS.  CONTINUE WEST ON THE MAIN ROAD
 DF5577'FOR 2.82 KM (1.75 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 DF5577'COUNTY ROAD FOR 0.8 KM (0.50 MI) TO WATER DISTRICT NO 2 CONCRETE BLOCK
 DF5577'BUILDING AND THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD, 20.5 M
 DF5577'(67.3 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE COONCRETE
 DF5577'BLOCK BUILDING,  14.3 M  (46.9 FT) WEST OF THE CENTERLINE OF THE
 DF5577'COUNTY ROAD 7 M (23.0 FT) WEST OF THE POWER POLE AND 11 M (36.1 FT)
 DF5577'NORTH-NORTHWEST OF THE NORTHEAST CHAIN-LINK FENCE CORNER POST.  THE
 DF5577'STATION MARK IS 6.002 M (19.7 FT) SOUTH AND REFERENCE MARK 4 IS 8.533
 DF5577'M (28.0 FT) SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5578 ***********************************************************************
 DF5578  DESIGNATION -  POLK 2 RM 4
 DF5578  PID         -  DF5578
 DF5578  STATE/COUNTY-  KS/CRAWFORD
 DF5578  USGS QUAD   -  ARMA (1978)
 DF5578
 DF5578                         *CURRENT SURVEY CONTROL
 DF5578  ___________________________________________________________________
 DF5578* NAD 83(1997)-  37 32 10.31030(N)    094 44 31.15020(W)     ADJUSTED  
 DF5578* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 DF5578  ___________________________________________________________________
 DF5578  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DF5578  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 DF5578
 DF5578  HORZ ORDER  -  THIRD
 DF5578
 DF5578.The horizontal coordinates were established by classical geodetic methods
 DF5578.and adjusted by the National Geodetic Survey in May 2003..
 DF5578
 DF5578.The orthometric height was scaled from a topographic map.
 DF5578
 DF5578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5578
 DF5578.The geoid height was determined by GEOID03.
 DF5578
 DF5578;                    North         East     Units Scale Factor Converg.
 DF5578;SPC KS S     -   503,197.184   732,039.674   MT  0.99995795   +2 18 33.9
 DF5578;UTM  15      - 4,155,782.880   346,093.903   MT  0.99989177   -1 03 41.5
 DF5578
 DF5578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5578!SPC KS S     -   0.99995701  x   0.99995795  =   0.99991496
 DF5578!UTM  15      -   0.99995701  x   0.99989177  =   0.99984878
 DF5578
 DF5578                          SUPERSEDED SURVEY CONTROL
 DF5578
 DF5578.No superseded survey control is available for this station.
 DF5578
 DF5578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4609455783(NAD 83)
 DF5578_MARKER: DD = SURVEY DISK
 DF5578_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF5578_SP_SET: CONCRETE FOOTING
 DF5578_STAMPING: POLK 2 NO 4 1989
 DF5578_MARK LOGO: NGS   
 DF5578_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5578+STABILITY: SURFACE MOTION
 DF5578
 DF5578  HISTORY     - Date     Condition        Report By
 DF5578  HISTORY     - 1989     MONUMENTED       NGS
 DF5578
 DF5578                          STATION DESCRIPTION
 DF5578
 DF5578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 (JEF)
 DF5578'THE STATION IS ABOUT 14.3 KM (8.90 MI) NORTH-NORTHWEST OF PITTSBURG,
 DF5578'9.2 KM (5.70 MI) EAST-NOTHEAST OF GIRARD AND 3.6 KM (2.25 MI)
 DF5578'WEST-SOUTHWEST OF ARMA, NEAR THE SOUTHEAST CORNER OF THE NORTHEAST
 DF5578'QUARTER OF SECTION 11, T 29 S, R 24 E.  PROPERTY OWNER--CRAWFORD
 DF5578'COUNTY WATER DISTRICT NO 2. TO REACH THE STATION FROM THE CITY HALL
 DF5578'AND FIRE STTAION AT THE ARMA MUNICIPAL WATER TANK IN ARMA, GO WEST ON
 DF5578'E WASHINGTON STREET FOR 0.64 KM (0.40 MI) TO U.S. HIGHWAY 69 BUSINESS.
 DF5578'TURN LEFT AND GO SOUTH ON HIGHWAY 69 BUSINESS FOR 0.16 KM (0.10 MI) TO
 DF5578'W SOUTH STREET.  TURN RIGHT AND GO WEST ON W SOUTH STREET FOR 0.32 KM
 DF5578'(0.20 MI) TO U.S. HIGHWAY 69 BYPASS.  CONTINUE WEST ON THE MAIN ROAD
 DF5578'FOR 2.82 KM (1.75 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 DF5578'COUNTY ROAD FOR 0.8 KM (0.50 MI) TO WATER DISTRICT NO 2 CONCRETE BLOCK
 DF5578'BUILDING AND THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD, 21 M
 DF5578'(68.9 FT) WEST OF THE CENTERLINE OF THE COUNTY ROAD, 14.4 M (47.2 FT)
 DF5578'NORTH OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK BUILDING, 14.1 M
 DF5578'(46.3 FT) WEST-SOUTHWEST OF THE POWER LINE POLE AND 10.9 M (35.8FT)
 DF5578'NORTHWEST OF THE NORTHEAST CHAIN-LINK FENCE CORNER POST. REFERENCE
 DF5578'MARK 3 IS 8.533 M (28.0 FT) NORTHWEST AND THE STATION MARK IS 6.017 M
 DF5578'(19.7 FT) EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1139 ***********************************************************************
 HE1139  DESIGNATION -  POLK MUNICIPAL TANK
 HE1139  PID         -  HE1139
 HE1139  STATE/COUNTY-  KS/CRAWFORD
 HE1139  USGS QUAD   -  ARMA (1978)
 HE1139
 HE1139                         *CURRENT SURVEY CONTROL
 HE1139  ___________________________________________________________________
 HE1139* NAD 83(1997)-  37 32 06.46321(N)    094 44 21.24529(W)     ADJUSTED  
 HE1139* NAVD 88     -                                                        
 HE1139  ___________________________________________________________________
 HE1139  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 HE1139  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 HE1139
 HE1139  HORZ ORDER  -  THIRD
 HE1139
 HE1139.The horizontal coordinates were established by classical geodetic methods
 HE1139.and adjusted by the National Geodetic Survey in October 1998..
 HE1139
 HE1139
 HE1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1139
 HE1139.The geoid height was determined by GEOID03.
 HE1139
 HE1139;                    North         East     Units Scale Factor Converg.
 HE1139;SPC KS S     -   503,088.482   732,287.422   MT  0.99995807   +2 18 39.9
 HE1139;SPC MO W     -   151,882.846   828,856.698   MT  0.99994668   -0 08 44.7
 HE1139;UTM  15      - 4,155,659.807   346,334.814   MT  0.99989086   -1 03 35.4
 HE1139
 HE1139                          SUPERSEDED SURVEY CONTROL
 HE1139
 HE1139  NAD 83(1997)-  37 32 06.46938(N)    094 44 21.24528(W) AD(       ) 4
 HE1139  NAD 83(1986)-  37 32 06.47401(N)    094 44 21.23882(W) AD(       ) 4
 HE1139  NAD 27      -  37 32 06.30800(N)    094 44 20.35700(W) AD(       ) 3
 HE1139
 HE1139.Superseded values are not recommended for survey control.
 HE1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1139.See file dsdata.txt to determine how the superseded data were derived.
 HE1139
 HE1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4633555660(NAD 83)
 HE1139_MARKER: 53 = ELEVATED TANK
 HE1139
 HE1139  HISTORY     - Date     Condition        Report By
 HE1139  HISTORY     - 1965     FIRST OBSERVED   CGS
 HE1139  HISTORY     - 19890510 GOOD             NGS
 HE1139  HISTORY     - 20050803 GOOD             GEOCAC
 HE1139
 HE1139                          STATION DESCRIPTION
 HE1139
 HE1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE1139'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH,
 HE1139'ELEVATED TANK, LOCATED ABOUT 1/2 MILE SOUTH AND 0.2 MILE EAST
 HE1139'OF THE VILLAGE OF PALK AND NEAR A PROMINENT SLAG PILE.
 HE1139
 HE1139                          STATION RECOVERY (1989)
 HE1139
 HE1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (JEF)
 HE1139'RECOVERED AS PREVIOUSLY DESCRIBED.
 HE1139
 HE1139                          STATION RECOVERY (2005)
 HE1139
 HE1139'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 HE1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0524 ***********************************************************************
 JH0524  DESIGNATION -  POLLARD
 JH0524  PID         -  JH0524
 JH0524  STATE/COUNTY-  KS/SCOTT
 JH0524  USGS QUAD   -  MODOC SE (1976)
 JH0524
 JH0524                         *CURRENT SURVEY CONTROL
 JH0524  ___________________________________________________________________
 JH0524* NAD 83(1997)-  38 17 37.33524(N)    101 04 57.95202(W)     ADJUSTED  
 JH0524* NAVD 88     -       941.     (meters)    3087.     (feet)  SCALED    
 JH0524  ___________________________________________________________________
 JH0524  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JH0524  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 JH0524
 JH0524  HORZ ORDER  -  FIRST
 JH0524
 JH0524.The horizontal coordinates were established by classical geodetic methods
 JH0524.and adjusted by the National Geodetic Survey in October 1998..
 JH0524
 JH0524.The orthometric height was scaled from a topographic map.
 JH0524
 JH0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0524
 JH0524.The geoid height was determined by GEOID03.
 JH0524
 JH0524;                    North         East     Units Scale Factor Converg.
 JH0524;SPC KS S     -   583,708.317   174,095.687   MT  0.99995740   -1 35 13.9
 JH0524;UTM  14      - 4,240,454.916   317,861.151   MT  1.00000857   -1 17 27.7
 JH0524
 JH0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0524!SPC KS S     -   0.99985618  x   0.99995740  =   0.99981359
 JH0524!UTM  14      -   0.99985618  x   1.00000857  =   0.99986475
 JH0524
 JH0524:                Primary Azimuth Mark                     Grid Az
 JH0524:SPC KS S     -  SCOTT CITY MUNICIPAL TANK                037 58 19.8
 JH0524:UTM  14      -  SCOTT CITY MUNICIPAL TANK                037 40 33.6
 JH0524
 JH0524|---------------------------------------------------------------------|
 JH0524| PID    Reference Object                     Distance      Geod. Az  |
 JH0524|                                                           dddmmss.s |
 JH0524| JH0736 SCOTT CITY MUNICIPAL TANK           APPROX.26.0 KM 0362305.9 |
 JH0524| CM9760 POLLARD AZ MK                                      0904651.8 |
 JH0524| CM9761 POLLARD RM 1                         22.342 METERS 13457     |
 JH0524| CM9762 POLLARD RM 2                         25.170 METERS 22935     |
 JH0524| JH0525 POLLARD 2                            22.728 METERS 30240     |
 JH0524|---------------------------------------------------------------------|
 JH0524
 JH0524                          SUPERSEDED SURVEY CONTROL
 JH0524
 JH0524  NAD 83(1986)-  38 17 37.33808(N)    101 04 57.95045(W) AD(       ) 1
 JH0524  NAD 27      -  38 17 37.25023(N)    101 04 56.36847(W) AD(       ) 1
 JH0524
 JH0524.Superseded values are not recommended for survey control.
 JH0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0524.See file dsdata.txt to determine how the superseded data were derived.
 JH0524
 JH0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH1786140455(NAD 83)
 JH0524_MARKER: DS = TRIANGULATION STATION DISK
 JH0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0524
 JH0524  HISTORY     - Date     Condition        Report By
 JH0524  HISTORY     - 1933     MONUMENTED       CGS
 JH0524  HISTORY     - 1939     GOOD             CGS
 JH0524  HISTORY     - 1957     GOOD             CGS
 JH0524
 JH0524                          STATION DESCRIPTION
 JH0524
 JH0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0524'ABOUT 16 MILES SOUTHWEST OF SCOTT CITY AND 10 MILES WEST AND
 JH0524'2 MILES NORTH OF FRIEND, IN SOUTHWEST QUARTER SEC. 21, T. 20 S.,
 JH0524'R. 34 W., IN RIGHT-OF-WAY FENCE BETWEEN COUNTY ROAD AND LAND
 JH0524'OWNED BY E.C. POLLARD.
 JH0524'
 JH0524'STATION IS ON HIGHEST PART OF LOW HILL IN NORTH SIDE OF
 JH0524'ROAD WHICH DIVIDES SECTIONS 21 AND 16 ABOUT 100 FEET EAST
 JH0524'OF FARMHOUSE.
 JH0524'
 JH0524'AZIMUTH MARK IS EAST OF STATION ON SOUTH SIDE OF ROAD IN
 JH0524'FENCE LINE AND ABOUT 0.2 MILE WEST OF FENCE CORNER.
 JH0524'
 JH0524'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION IN FENCE LINE
 JH0524'ON SOUTH SIDE OF ROAD.
 JH0524'
 JH0524'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION IN FENCE LINE
 JH0524'ON SOUTH SIDE OF ROAD.
 JH0524'
 JH0524'STATION IS REACHED FROM SCOTT CITY BY STATE HIGHWAY K-96 WEST
 JH0524'9.0 MILES TO GRADED ROAD LEADING SOUTH, (1/2 MILE EAST OF MODOC).
 JH0524'FOLLOW THIS ROAD SOUTH 13.0 MILES TO GRADED ROAD LEADING WEST.
 JH0524'FOLLOW THIS ROAD WEST 0.65 MILE TO POLLARDS HOUSE AND STATION.
 JH0524'
 JH0524'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 JH0524'AS DESCRIBED.
 JH0524'
 JH0524'HEIGHT OF LIGHT ABOVE STATION MARK - 18.0 METERS.
 JH0524
 JH0524                          STATION RECOVERY (1939)
 JH0524
 JH0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (HFG)
 JH0524'POLLARD NO. 1 LOWERED 1.73, POLLARD NO. 2 LOWERED 1.35.  POLLARD
 JH0524'LOWERED 1.82.  REFERENCE ROCK EAST OF POLLARD LOWERED 1.49.
 JH0524
 JH0524                          STATION RECOVERY (1957)
 JH0524
 JH0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 JH0524'STATION WAS RECOVERED AS DESCRIBED AND BOTH REFERENCE MARKS WERE
 JH0524'FOUND.  THE AZIMUTH MARK WAS NOT RECOVERED.  THESE MARKS
 JH0524'WERE LOWERED IN 1939.  CHECK ANGLES AND MEASUREMENTS MADE
 JH0524'TO THE REFERENCE MARKS INDICATE THAT GREATER CARE WAS EXERCISED
 JH0524'IN THE VERTICAL MOVEMENT OF THE MARKS THAN IN THE HORIZONTAL
 JH0524'MOVEMENT.  THE POSSIBILITY OF THIS ERROR SHOULD BE CONSIDERED
 JH0524'WHEN THIS STATION, POLLARD 2 1957, IS OCCUPIED DURING FUTURE
 JH0524'SURVEY OPERATIONS.  STATION AND REFERENCE MARKS WERE MOVED AT
 JH0524'THE REQUEST OF THE SCOTT COUNTY ENGINEER, H.A. BUTE.  FOR
 JH0524'DETAILS, SEE THE DESCRIPTION OF POLLARD 2 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0525 ***********************************************************************
 JH0525  DESIGNATION -  POLLARD 2
 JH0525  PID         -  JH0525
 JH0525  STATE/COUNTY-  KS/SCOTT
 JH0525  USGS QUAD   -  MODOC SE (1976)
 JH0525
 JH0525                         *CURRENT SURVEY CONTROL
 JH0525  ___________________________________________________________________
 JH0525* NAD 83(1997)-  38 17 37.73308(N)    101 04 58.73940(W)     ADJUSTED  
 JH0525* NAVD 88     -       941.     (meters)    3087.     (feet)  SCALED    
 JH0525  ___________________________________________________________________
 JH0525  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JH0525  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 JH0525
 JH0525  HORZ ORDER  -  SECOND
 JH0525
 JH0525.The horizontal coordinates were established by classical geodetic methods
 JH0525.and adjusted by the National Geodetic Survey in October 1998..
 JH0525
 JH0525.The orthometric height was scaled from a topographic map.
 JH0525
 JH0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0525
 JH0525.The geoid height was determined by GEOID03.
 JH0525
 JH0525;                    North         East     Units Scale Factor Converg.
 JH0525;SPC KS S     -   583,721.109   174,076.902   MT  0.99995742   -1 35 14.3
 JH0525;UTM  14      - 4,240,467.611   317,842.299   MT  1.00000866   -1 17 28.2
 JH0525
 JH0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0525!SPC KS S     -   0.99985618  x   0.99995742  =   0.99981361
 JH0525!UTM  14      -   0.99985618  x   1.00000866  =   0.99986484
 JH0525
 JH0525|---------------------------------------------------------------------|
 JH0525| PID    Reference Object                     Distance      Geod. Az  |
 JH0525|                                                           dddmmss.s |
 JH0525| CM9763 POLLARD 2 RM 3                       18.139 METERS 00710     |
 JH0525| CM9764 POLLARD 2 RM 4                       42.081 METERS 10226     |
 JH0525| JH0524 POLLARD                              22.728 METERS 12240     |
 JH0525|---------------------------------------------------------------------|
 JH0525
 JH0525                          SUPERSEDED SURVEY CONTROL
 JH0525
 JH0525  NAD 83(1986)-  38 17 37.73592(N)    101 04 58.73782(W) AD(       ) 2
 JH0525  NAD 27      -  38 17 37.68380(N)    101 04 57.17030(W) AD(       ) 2
 JH0525
 JH0525.Superseded values are not recommended for survey control.
 JH0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0525.See file dsdata.txt to determine how the superseded data were derived.
 JH0525
 JH0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH1784240468(NAD 83)
 JH0525_MARKER: DS = TRIANGULATION STATION DISK
 JH0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0525_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0525
 JH0525  HISTORY     - Date     Condition        Report By
 JH0525  HISTORY     - 1957     MONUMENTED       CGS
 JH0525
 JH0525                          STATION DESCRIPTION
 JH0525
 JH0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJS)
 JH0525'STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF SCOTT CITY,
 JH0525'13 MILES SOUTH OF THE SMALL TOWN OF MODOC, AND 10 MILES WEST
 JH0525'AND 2 MILES NORTH OF FRIEND IN THE SW-1/4 OF SEC. 21, T. 20
 JH0525'S., R. 34 W. IN THE FARMYARD OF MR. DENNY CRIST, 189 FEET
 JH0525'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF GRANARY, 162 FEET
 JH0525'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 137 FEET
 JH0525'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF FENCE AROUND HOUSE,
 JH0525'72 FEET NORTH OF THE CENTER OF GRADED ROAD, 35 FEET
 JH0525'NORTH-NORTHWEST OF A SOUTHWEST FENCE CORNER, AND 10.5 FEET WEST OF
 JH0525'A FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 JH0525'AND THE DISK IS STAMPED POLLARD 2 1957.
 JH0525'
 JH0525'REFERENCE MARK NO. 3 IS 91 FEET NORTH OF A SOUTHWEST FENCE
 JH0525'CORNER AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES
 JH0525'AND THE DISK IS STAMPED POLLARD 2 NO 3 1957.
 JH0525'
 JH0525'REFERENCE MARK NO. 4 IS 121 FEET EAST OF A SOUTHWEST FENCE
 JH0525'CORNER, 38 FEET NORTH OF THE CENTER OF GRADED ROAD, 2 FEET
 JH0525'WEST OF A POWER POLE, AND 1 FOOT NORTH OF FENCE.  THE MARK
 JH0525'PROJECTS 4 INCHES AND THE DISK IS STAMPED POLLARD 2 NO 4 1957.
 JH0525'
 JH0525'THERE IS NO AZIMUTH MARK.
 JH0525'
 JH0525'TO REACH THE STATION FROM THE MAIN STREET IN SCOTT CITY, GO
 JH0525'WEST ON STATE HIGHWAY 96 FOR 9.0 MILES TO A GRADED AND GRAVEL
 JH0525'ROAD LEADING SOUTH, (1/2 MILE EAST OF MODOC).  TURN LEFT
 JH0525'AND FOLLOW THIS GRAVEL ROAD SOUTH FOR 13.0 MILES TO A GRADED
 JH0525'ROAD WEST.  TURN RIGHT AND GO WEST FOR 0.65 MILE TO THE DENNY
 JH0525'CRIST FARM BUILDINGS AND THE STATION AS DESCRIBED.
 JH0525'
 JH0525'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1668 ***********************************************************************
 JE1668  DESIGNATION -  POMONA
 JE1668  PID         -  JE1668
 JE1668  STATE/COUNTY-  KS/FRANKLIN
 JE1668  USGS QUAD   -  POMONA (1973)
 JE1668
 JE1668                         *CURRENT SURVEY CONTROL
 JE1668  ___________________________________________________________________
 JE1668* NAD 83(1997)-  38 34 48.10400(N)    095 28 03.96635(W)     ADJUSTED  
 JE1668* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 JE1668  ___________________________________________________________________
 JE1668  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 JE1668  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 JE1668
 JE1668  HORZ ORDER  -  THIRD
 JE1668
 JE1668.The horizontal coordinates were established by classical geodetic methods
 JE1668.and adjusted by the National Geodetic Survey in October 1998..
 JE1668
 JE1668.The orthometric height was scaled from a topographic map.
 JE1668
 JE1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1668
 JE1668.The geoid height was determined by GEOID03.
 JE1668
 JE1668;                    North         East     Units Scale Factor Converg.
 JE1668;SPC KS S     -   616,657.975   664,171.147   MT  1.00000267   +1 51 48.2
 JE1668;UTM  15      - 4,273,061.454   285,039.226   MT  1.00016907   -1 32 22.2
 JE1668
 JE1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1668!SPC KS S     -   0.99995425  x   1.00000267  =   0.99995692
 JE1668!UTM  15      -   0.99995425  x   1.00016907  =   1.00012331
 JE1668
 JE1668:                Primary Azimuth Mark                     Grid Az
 JE1668:SPC KS S     -  OVERBROOK ATT RELAY TOWER                005 01 38.5
 JE1668:UTM  15      -  OVERBROOK ATT RELAY TOWER                008 25 48.9
 JE1668
 JE1668|---------------------------------------------------------------------|
 JE1668| PID    Reference Object                     Distance      Geod. Az  |
 JE1668|                                                           dddmmss.s |
 JE1668| JE1684 OVERBROOK ATT RELAY TOWER           APPROX.23.0 KM 0065326.7 |
 JE1668| JE1673 AMARILLO KANSAS CITY AWY BN 41      APPROX. 5.5 KM 0102611.5 |
 JE1668| CL6013 POMONA AZ MK 2                                     0245455.7 |
 JE1668| CL6012 POMONA AZ MK                                       0555317.3 |
 JE1668| CL6014 POMONA RM 1                          16.653 METERS 09348     |
 JE1668| CL6015 POMONA RM 2                          13.787 METERS 18626     |
 JE1668|---------------------------------------------------------------------|
 JE1668
 JE1668                          SUPERSEDED SURVEY CONTROL
 JE1668
 JE1668  NAD 83(1986)-  38 34 48.11073(N)    095 28 03.96792(W) AD(       ) 3
 JE1668  NAD 27      -  38 34 48.07500(N)    095 28 03.04100(W) AD(       ) 3
 JE1668
 JE1668.Superseded values are not recommended for survey control.
 JE1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1668.See file dsdata.txt to determine how the superseded data were derived.
 JE1668
 JE1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC8503973061(NAD 83)
 JE1668_MARKER: DS = TRIANGULATION STATION DISK
 JE1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1668
 JE1668  HISTORY     - Date     Condition        Report By
 JE1668  HISTORY     - 1948     MONUMENTED       CGS
 JE1668  HISTORY     - 1970     GOOD             NGS
 JE1668
 JE1668                          STATION DESCRIPTION
 JE1668
 JE1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1668'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH AND 1.0 MILE WEST OF
 JE1668'POMONA, ON LAND OWNED BY MR. LAWRENCE COPE OF POMONA AND OCCUPIED
 JE1668'BY HIS FATHER-IN-LAW MR. F.S. MOORE.  IT IS ON THE NORTH SLOPE OF
 JE1668'THE PROMINENT RIDGE ABOUT 150 FEET NORTH OF THE FARM HOUSE, 67.5
 JE1668'FEET WEST OF THE NORTHWEST CORNER OF THE CHICKEN HOUSE AND 33
 JE1668'FEET NORTH-NORTHEAST OF A 1 FOOT BLACK GUM TREE.  IT IS STAMPED
 JE1668'POMONA 1948 AND PROJECTS 3 INCHES.
 JE1668'
 JE1668'REFERENCE MARK NO 1 IS EAST OF THE STATION, 13 FEET WEST OF THE
 JE1668'NORTHWEST CORNER OF THE CHICKEN HOUSE AND 1 FOOT SOUTHWEST OF
 JE1668'NORTHWEST FENCE CORNER AROUND CHICKEN YARD.  IT IS STAMPED POMONA
 JE1668'NO 1 1948 AND PROJECTS 6 INCHES.
 JE1668'
 JE1668'REFERENCE MARK NO 2 IS SOUTH OF THE STATION, 13 FEET SOUTHEAST OF
 JE1668'THE 1 FOOT BLACK GUM TREE AND ABOUT 18 INCHES HIGHER IN ELEVATION
 JE1668'THAN THE STATION.  IT IS STAMPED POMONA NO 2 1948 AND PROJECTS 3
 JE1668'INCHES.
 JE1668'
 JE1668'THE AZIMUTH MARK IS ABOUT 1.0 MILE NORTHEAST OF THE STATION, 35
 JE1668'FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 3 FEET SOUTH OF
 JE1668'SOUTH END OF GATE INTO FIELD, 1 FOOT WEST OF FENCE LINE AND 2 FEET
 JE1668'SOUTH OF WITNESS POST.  IT IS STAMPED POMONA 1948 AND PROJECTS 3
 JE1668'INCHES.
 JE1668'
 JE1668'TO REACH THE STATION FROM THE FIRST INTERSECTION WEST OF THE
 JE1668'POST OFFICE IN POMONA, GO SOUTH ON GRAVELED ROAD FOR 1.7 MILES TO
 JE1668'THE AZIMUTH MARK ON THE WEST SIDE AS DESCRIBED, CONTINUE SOUTH ON
 JE1668'GRAVELED ROAD FOR 0.3 MILE TO SIDE ROAD RIGHT JUST AFTER CROSSING
 JE1668'STEEL BRIDGE OVER RIVER, TURN RIGHT AND FOLLOW ROAD WEST AND
 JE1668'SOUTH FOR 0.7 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 JE1668'ROAD WEST AND NORTHWEST FOR 0.5 MILE TO FARM HOUSE ON THE RIGHT,
 JE1668'TURN RIGHT INTO BARNYARD PASSING THROUGH BOARD GATE JUST WEST
 JE1668'OF THE HOUSE AND CONTINUE AROUND TO LARGE TREE JUST NORTH OF
 JE1668'THE HOUSE ON SLOPE OF THE RIDGE AND STATION AS DESCRIBED.
 JE1668'
 JE1668'AN 87 FOOT SIGNAL AT STATION BICE 1934 IS VISIBLE AT 4 FEET.
 JE1668'
 JE1668'A 74 FOOT SIGNAL AT STATION MONA IS VISIBLE AT 4 FEET.
 JE1668'
 JE1668'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 JE1668
 JE1668                          STATION RECOVERY (1970)
 JE1668
 JE1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1668'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JE1668'WERE RECOVERED AS DESCRIBED AND THE MARK WERE FOUND IN GOOD
 JE1668'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND
 JE1668'ALL INDICATIONS FROM OLD TIES SHOW THE MARK WAS DESTROYED BY ROAD
 JE1668'CONSTRUCTION.  THE ANGLE BETWEEN THE REFERENCE MARKS FAILED TO
 JE1668'CHECK BY 3 MINUTES 15 SECONDS.  THE DISTANCE TO REFERENCE MARK
 JE1668'NO. 1 FAILED TO CHECK BY 0.03 FEET.  THE DISTANCE TO REFERENCE
 JE1668'MARK NO. 2 FAILED TO CHECK BY 0.09 FEET.
 JE1668'
 JE1668'A NEW AZIMUTH MARK WAS SET.
 JE1668'
 JE1668'FOLLOWING IS A NEW TO REACH AND A DESCRIPTION FOR THE AZIMUTH MARK
 JE1668'
 JE1668'TO REACH THE STATION FROM THE FIRST CROSSROAD WEST OF THE POST
 JE1668'OFFICE IN POMONA, GO SOUTH ON A BLACKTOP ROAD FOR 0.45 MILE TO
 JE1668'RAILROAD TRACKS.  (TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF
 JE1668'THE TRACKS FOR 0.05 MILE TO THE AZIMUTH MARK.) CONTINUE SOUTH
 JE1668'ON THE BLACKTOP ROAD FOR 1.45 MILES TO A SIDE ROAD ON THE RIGHT
 JE1668'AND THE SOUTH END OF A BRIDGE.  TURN RIGHT AND GO WEST AND SOUTH
 JE1668'ON A GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT.
 JE1668'TURN RIGHT AND GO WESTERLY ON A GRAVELED ROAD FOR 0.45 MILE TO
 JE1668'A HOUSE AND THE END OF THE ROAD AND THE STATION NORTH OF THE
 JE1668'HOUSE.
 JE1668'
 JE1668'AZIMUTH MARK, A STANDARD DISK STAMPED POMONA 1948 1970, IS SET IN
 JE1668'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 JE1668'73 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 25 FEET
 JE1668'SOUTH OF A FENCE, 1.5 FEET EAST OF A TELEGRAPH POLE, AND 1.5 FEET
 JE1668'WEST OF A METAL WITNESS POST.
 JE1668'
 JE1668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 JE1668'MILES SSW OF POMONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0614 ***********************************************************************
 JH0614  DESIGNATION -  POND
 JH0614  PID         -  JH0614
 JH0614  STATE/COUNTY-  KS/WALLACE
 JH0614  USGS QUAD   -  SHARON SPRINGS EAST (1979)
 JH0614
 JH0614                         *CURRENT SURVEY CONTROL
 JH0614  ___________________________________________________________________
 JH0614* NAD 83(1997)-  38 58 51.90677(N)    101 43 38.63502(W)     ADJUSTED  
 JH0614* NAVD 88     -      1112.     (meters)    3648.     (feet)  VERTCON   
 JH0614  ___________________________________________________________________
 JH0614  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 JH0614  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 JH0614
 JH0614  HORZ ORDER  -  SECOND
 JH0614
 JH0614.The horizontal coordinates were established by classical geodetic methods
 JH0614.and adjusted by the National Geodetic Survey in October 1998..
 JH0614
 JH0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0614
 JH0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0614
 JH0614.The geoid height was determined by GEOID03.
 JH0614
 JH0614;                    North         East     Units Scale Factor Converg.
 JH0614;SPC KS N     -    78,553.320    77,124.482   MT  0.99996786   -2 21 30.2
 JH0614;UTM  14      - 4,318,216.332   263,748.103   MT  1.00028733   -1 42 59.4
 JH0614
 JH0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0614!SPC KS N     -   0.99982925  x   0.99996786  =   0.99979712
 JH0614!UTM  14      -   0.99982925  x   1.00028733  =   1.00011653
 JH0614
 JH0614:                Primary Azimuth Mark                     Grid Az
 JH0614:SPC KS N     -  GILBERT                                  176 34 05.2
 JH0614:UTM  14      -  GILBERT                                  175 55 34.4
 JH0614
 JH0614|---------------------------------------------------------------------|
 JH0614| PID    Reference Object                     Distance      Geod. Az  |
 JH0614|                                                           dddmmss.s |
 JH0614| JH0609 GILBERT                             APPROX.13.4 KM 1741235.0 |
 JH0614|---------------------------------------------------------------------|
 JH0614
 JH0614                          SUPERSEDED SURVEY CONTROL
 JH0614
 JH0614  NAD 83(1986)-  38 58 51.90725(N)    101 43 38.63522(W) AD(       ) 2
 JH0614  NAD 27      -  38 58 51.88300(N)    101 43 37.01800(W) AD(       ) 2
 JH0614  NGVD 29 (07/19/86) 1112.     (m)         3648.     (f) VERT ANG       
 JH0614
 JH0614.Superseded values are not recommended for survey control.
 JH0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0614.See file dsdata.txt to determine how the superseded data were derived.
 JH0614
 JH0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6374818216(NAD 83)
 JH0614_MARKER: Z = SEE DESCRIPTION
 JH0614_SETTING: 0 = UNSPECIFIED SETTING
 JH0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JH0614
 JH0614  HISTORY     - Date     Condition        Report By
 JH0614  HISTORY     - 1891     MONUMENTED       CGS
 JH0614  HISTORY     - 1908     GOOD             CGS
 JH0614  HISTORY     - 1934     GOOD             CGS
 JH0614
 JH0614                          STATION DESCRIPTION
 JH0614
 JH0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1908
 JH0614'ABOUT 5-1/2 MILES NORTH AND 1/2 MILE EAST FROM SHARON SPRINGS,
 JH0614'ON THE FIRST HIGH GROUND AFTER CROSSING THE SMOKY HILL RIVER,
 JH0614'AND ABOUT 3 MILES NORTH OF THE RIVER, IN THE SOUTHEAST CORNER
 JH0614'OF THE SW 1/4 NW 1/4 NE 1/4 NW 1/4 SE 1/4 SEC. 26, T. 12 S., R. 40
 JH0614'W.  A ROAD RUNNING NORTH FROM SHARON SPRINGS PASSES 1 MILE WEST
 JH0614'OF THE STATION, AND A ROAD RUNNING NORTHWARD ALONG THE SECTION
 JH0614'LINE 1/2 MILE EAST OF SHARON SPRINGS PASSES WITHIN 1/2 MILE
 JH0614'OF THE STATION.  THE HOUSE OF JOHN WESLEY BOUSLOG, WHO LIVES
 JH0614'IN THE NW 1/4 SEC. 34, BEARS ABOUT WEST-SOUTHWEST FROM THE
 JH0614'STATION.  THE UNDERGROUND MARK IS A 1-GALLON EARTHENWARE
 JH0614'JAR BURIED WITH BOTTOM UP, 4 FEET 2 INCHES BELOW THE
 JH0614'SURFACE.  A 1/4-INCH HOLE IN THE CENTER OF THE BOTTOM MARKS
 JH0614'THE STATION.  ABOVE THE JAR IS A DRAIN-TILE PIPE 5-1/2 INCHES
 JH0614'IN DIAMETER AND 25 INCHES LONG WITH THE TOP OF THE TILE 22
 JH0614'INCHES BELOW THE SURFACE.  ABOVE THE TILE IS A WHITE-OAK
 JH0614'POST PAINTED RED, 3-1/2 INCHES SQUARE AND 2 FEET LONG, WITH
 JH0614'THE TOP PROJECTING 3 INCHES ABOVE THE GROUND, AND MARKED BY
 JH0614'A GALVANIZED TACK.  PIECES OF TILES AND EARTHENWARE JARS
 JH0614'WERE MIXED WITH THE EARTH IN FILLING THE HOLE.  ABOUT 6
 JH0614'INCHES BELOW THE SURFACE IS A PAVING OF BROKEN TILES AND
 JH0614'EARTHENWARE JARS ABOUT 2 FEET SQUARE.  A SMALL QUANTITY
 JH0614'OF BROKEN JAR WAS LEFT ON THE SURFACE AND A SOD WALL WAS
 JH0614'BUILT AROUND THE STATION.  A PINE STAKE WAS PUT IN PLACE OF
 JH0614'THE OLD OAK STAKE IN 1908.  FOUR REFERENCE STAKES OF
 JH0614'WHITE OAK PAINTED RED, 3-1/2 INCHES SQUARE BY 2 FEET
 JH0614'LONG, WITH A TACK IN CENTER OF EACH, ARE APPROXIMATELY 5
 JH0614'FEET FROM THE STATION, NORTH, EAST, SOUTH, AND WEST.
 JH0614
 JH0614                          STATION RECOVERY (1934)
 JH0614
 JH0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JH0614'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 JH0614'STATION IS ON LAND OWNED BY JOHN SWANSON, WHO LIVES IN THE
 JH0614'RAVINE ABOUT 3/8 MILE NORTHEAST OF THE STATION.
 JH0614'
 JH0614'A 5-INCH TILE WAS UNCOVERED ABOUT 12 INCHES BELOW THE SURFACE
 JH0614'OF THE GROUND WHICH WAS FILLED WITH WOOD AND HAD A TACK IN
 JH0614'ITS TOP.  A NATIVE STONE, 14 BY 11 BY 10 INCHES, WAS PLACED
 JH0614'UPRIGHT OVER THE MARK, SURROUNDED WITH SMALL STONES, BROKEN TILE,
 JH0614'AND AN OLD FLAT IRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1166 ***********************************************************************
 HF1166  DESIGNATION -  PONTIAC
 HF1166  PID         -  HF1166
 HF1166  STATE/COUNTY-  KS/BUTLER
 HF1166  USGS QUAD   -  PONTIAC (1961)
 HF1166
 HF1166                         *CURRENT SURVEY CONTROL
 HF1166  ___________________________________________________________________
 HF1166* NAD 83(1997)-  37 48 25.64440(N)    096 42 27.10429(W)     ADJUSTED  
 HF1166* NAVD 88     -       441.     (meters)    1447.     (feet)  SCALED    
 HF1166  ___________________________________________________________________
 HF1166  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 HF1166  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 HF1166
 HF1166  HORZ ORDER  -  FIRST
 HF1166
 HF1166.The horizontal coordinates were established by classical geodetic methods
 HF1166.and adjusted by the National Geodetic Survey in October 1998..
 HF1166
 HF1166.The orthometric height was scaled from a topographic map.
 HF1166
 HF1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1166
 HF1166.The geoid height was determined by GEOID03.
 HF1166
 HF1166;                    North         East     Units Scale Factor Converg.
 HF1166;SPC KS S     -   528,090.300   557,829.045   MT  0.99993777   +1 06 05.5
 HF1166;UTM  14      - 4,186,890.997   701,812.350   MT  1.00010167   +1 24 20.8
 HF1166
 HF1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1166!SPC KS S     -   0.99993540  x   0.99993777  =   0.99987318
 HF1166!UTM  14      -   0.99993540  x   1.00010167  =   1.00003707
 HF1166
 HF1166:                Primary Azimuth Mark                     Grid Az
 HF1166:SPC KS S     -  AMARILLO KANSAS CITY AWY BN 34           015 25 52.2
 HF1166:UTM  14      -  AMARILLO KANSAS CITY AWY BN 34           015 07 36.9
 HF1166
 HF1166|---------------------------------------------------------------------|
 HF1166| PID    Reference Object                     Distance      Geod. Az  |
 HF1166|                                                           dddmmss.s |
 HF1166| JF1439 AMARILLO KANSAS CITY AWY BN 34      APPROX.25.6 KM 0163157.7 |
 HF1166| CL6024 PONTIAC AZ MK 2                                    0725719.2 |
 HF1166| CL6023 PONTIAC AZ MK                                      0784548.3 |
 HF1166| CL6025 PONTIAC RM 1                                       14524     |
 HF1166| HF1196 AMARILLO KANSAS CITY AWY BN 32      APPROX.22.2 KM 2964937.7 |
 HF1166| HF1187 AMARILLO KANSAS CITY AWY BN 33      APPROX.18.4 KM 3375932.7 |
 HF1166| CL6026 PONTIAC RM 2                                       35555     |
 HF1166|---------------------------------------------------------------------|
 HF1166
 HF1166                          SUPERSEDED SURVEY CONTROL
 HF1166
 HF1166  NAD 83(1997)-  37 48 25.65304(N)    096 42 27.09181(W) AD(       ) 1
 HF1166  NAD 83(1986)-  37 48 25.65833(N)    096 42 27.09721(W) AD(       ) 1
 HF1166  NAD 27      -  37 48 25.59022(N)    096 42 26.00846(W) AD(       ) 1
 HF1166
 HF1166.Superseded values are not recommended for survey control.
 HF1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1166.See file dsdata.txt to determine how the superseded data were derived.
 HF1166
 HF1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG0181286891(NAD 83)
 HF1166_MARKER: DS = TRIANGULATION STATION DISK
 HF1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1166
 HF1166  HISTORY     - Date     Condition        Report By
 HF1166  HISTORY     - 1935     MONUMENTED       CGS
 HF1166  HISTORY     - 1957     GOOD             CGS
 HF1166
 HF1166                          STATION DESCRIPTION
 HF1166
 HF1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CIA)
 HF1166'STATION IS IN THE NORTHEAST QUARTER OF SECTION 7, T. 26 S.,
 HF1166'R. 7 E., ABOUT 1 MILE SOUTHEAST OF PONTIAC AND ABOUT 8 MILES EAST
 HF1166'OF ELDORADO, ON PROPERTY OWNED BY MR. ROBERT MORRIS.  TO REACH
 HF1166'FROM THE TRAFFIC LIGHT AT THE CORNER OF CENTRAL AND MAIN
 HF1166'STREETS IN ELDORADO, GO EAST ON U.S. HIGHWAY 54 FOR 8.0 MILES,
 HF1166'TURN RIGHT (SOUTH) THROUGH GATE ONTO DIM PRAIRIE ROAD, GO 0.2
 HF1166'MILE TO STATION AT NORTH-SOUTH FENCE LINE.  MARK IS 12 FEET
 HF1166'EAST OF FENCE, 20 FEET SOUTHEAST OF GATE, AND IS 12
 HF1166'INCHES UNDERGROUND.
 HF1166'
 HF1166'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, BY SMALL GROUP
 HF1166'OF TREES, AND PROJECTS 5 INCHES.
 HF1166'
 HF1166'REFERENCE MARK NO. 2 IS NORTH OF STATION, 1 FOOT EAST OF
 HF1166'FENCE, AND PROJECTS 5 INCHES.
 HF1166'
 HF1166'AZIMUTH MARK IS EAST BY NORTH OF STATION.  TO REACH, GO 0.2
 HF1166'MILE NORTH ON DIM PRAIRIE ROAD, PASS THROUGH GATE, TURN RIGHT
 HF1166'(EAST) ONTO U.S. HIGHWAY 54, GO 1.0 MILE TO MARK ON RIGHT
 HF1166'(SOUTH) IN FENCE.  MARK IS 30 FEET SOUTH OF CENTER LINE OF
 HF1166'U.S. HIGHWAY 54, 1 FOOT SOUTH OF FENCE AND PROJECTS 4 INCHES.
 HF1166'
 HF1166'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET
 HF1166'AS DESCRIBED.
 HF1166'
 HF1166'HEIGHT OF LIGHT ABOVE STATION MARK - 28 METERS.
 HF1166
 HF1166                          STATION RECOVERY (1957)
 HF1166
 HF1166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJS)
 HF1166'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 HF1166'IN GOOD CONDITION.  ROAD CONSTRUCTION ON U.S. HIGHWAY 54 WILL
 HF1166'DESTROY THE AZIMUTH MARK.  IT WAS MOVED.  THE LINE OF SIGHT
 HF1166'TO THE OLD AZIMUTH MARK WAS OBSTRUCTED BY TREES, SO THE ELDORADO,
 HF1166'MUNI., WATER TANK WAS USED AS AN INITIAL FOR TURNING THE
 HF1166'ANGLES TO THE NEW AZIMUTH MARK.  A COMPLETE DESCRIPTION FOLLOWS.
 HF1166'
 HF1166'STATION IS LOCATED ABOUT 8 MILES EAST OF ELDORADO AND 1 MILE
 HF1166'SOUTHEAST OF PONTIAC IN THE NORTHEAST QUARTER OF SEC. 7,
 HF1166'T 26 S, R 7 E, IN OPEN PASTURE LAND ABOUT 1/4 MILE SOUTH
 HF1166'OF U.S. HIGHWAY 54, 20.5 FEET SOUTH-SOUTHEAST OF THE SOUTH
 HF1166'GATE POST IN A NORTH-SOUTH FENCE AND 9.2 FEET EAST OF THE
 HF1166'NORTH-SOUTH FENCE.  THE MARK IS 12 INCHES BELOW THE SURFACE
 HF1166'OF THE GROUND AND THE DISK IS STAMPED PONTIAC 1935.
 HF1166'
 HF1166'REFERENCE MARK NO. 1 IS 680.13 FEET SOUTHEAST OF THE STATION
 HF1166'ON THE EDGE OF WHAT WAS FORMERLY A SMALL GROUP OF TREES AND
 HF1166'ABOUT 400 FEET EAST OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS
 HF1166'4 INCHES AND THE DISK IS STAMPED PONTIAC NO 1 1935.
 HF1166'
 HF1166'REFERENCE MARK NO. 2 IS 148.61 FEET NORTH OF THE STATION
 HF1166'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE.  THE MARK PROJECTS
 HF1166'4 INCHES AND THE DISK IS STAMPED PONTIAC NO 2 1935.
 HF1166'
 HF1166'AZIMUTH MARK (RESET) IS 0.75 MILE EAST-NORTHEAST OF THE
 HF1166'STATION, ABOUT 125 FEET WEST OF A GATE, 110 FEET NORTH OF THE
 HF1166'CENTERLINE OF U.S. HIGHWAY 54, AND 26 FEET WEST OF A POWER
 HF1166'POLE.  THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED
 HF1166'PONTIAC AZI 1935 RESET 1957.
 HF1166'
 HF1166'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE CORNER
 HF1166'OF CENTRAL AND MAIN STREETS IN ELDORADO, GO EAST ON U.S.
 HF1166'HIGHWAY 54 FOR 8.0 MILES TO A GATE ON THE RIGHT.  TURN RIGHT
 HF1166'OFF THE HIGHWAY THROUGH GATE AND FOLLOW DIM ROAD ACROSS
 HF1166'PASTURE SOUTH-SOUTHWEST FOR 0.25 MILE TO A GATE IN A
 HF1166'NORTH-SOUTH FENCE AND THE STATION AS DESCRIBED.
 HF1166'
 HF1166'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST
 HF1166'ACROSS THE PASTURE FOR 0.25 MILE TO THE HIGHWAY.  TURN RIGHT
 HF1166'AND GO EAST ON U.S. HIGHWAY 54 FOR 0.65 MILE TO THE AZIMUTH
 HF1166'MARK ON THE LEFT OR NORTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1161 ***********************************************************************
 HE1161  DESIGNATION -  POPULAR
 HE1161  PID         -  HE1161
 HE1161  STATE/COUNTY-  KS/BOURBON
 HE1161  USGS QUAD   -  XENIA (1966)
 HE1161
 HE1161                         *CURRENT SURVEY CONTROL
 HE1161  ___________________________________________________________________
 HE1161* NAD 83(1997)-  37 55 32.96416(N)    094 56 00.39017(W)     ADJUSTED  
 HE1161* NAVD 88     -       337.     (meters)    1106.     (feet)  SCALED    
 HE1161  ___________________________________________________________________
 HE1161  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 HE1161  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 HE1161
 HE1161  HORZ ORDER  -  SECOND
 HE1161
 HE1161.The horizontal coordinates were established by classical geodetic methods
 HE1161.and adjusted by the National Geodetic Survey in October 1998..
 HE1161
 HE1161.The orthometric height was scaled from a topographic map.
 HE1161
 HE1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1161
 HE1161.The geoid height was determined by GEOID03.
 HE1161
 HE1161;                    North         East     Units Scale Factor Converg.
 HE1161;SPC KS S     -   545,743.757   713,478.304   MT  0.99993593   +2 11 30.3
 HE1161;UTM  15      - 4,199,347.658   330,070.181   MT  0.99995566   -1 11 19.2
 HE1161
 HE1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1161!SPC KS S     -   0.99995203  x   0.99993593  =   0.99988797
 HE1161!UTM  15      -   0.99995203  x   0.99995566  =   0.99990770
 HE1161
 HE1161|---------------------------------------------------------------------|
 HE1161| PID    Reference Object                     Distance      Geod. Az  |
 HE1161|                                                           dddmmss.s |
 HE1161| CN6915 POPULAR RM 1                         26.817 METERS 04643     |
 HE1161| HE1127 FORT SCOTT GOODLANDER ELEV TK       APPROX.22.4 KM 1141234.8 |
 HE1161| HE1128 FORT SCOTT MUN BOOSTER TANK         APPROX.23.4 KM 1161945.0 |
 HE1161| CN6914 POPULAR AZ MK                                      1773435.3 |
 HE1161| CN6916 POPULAR RM 2                         18.577 METERS 31852     |
 HE1161|---------------------------------------------------------------------|
 HE1161
 HE1161                          SUPERSEDED SURVEY CONTROL
 HE1161
 HE1161  NAD 83(1997)-  37 55 32.97090(N)    094 56 00.38975(W) AD(       ) 2
 HE1161  NAD 83(1986)-  37 55 32.97194(N)    094 56 00.38431(W) AD(       ) 2
 HE1161  NAD 27      -  37 55 32.83500(N)    094 55 59.49500(W) AD(       ) 2
 HE1161
 HE1161.Superseded values are not recommended for survey control.
 HE1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1161.See file dsdata.txt to determine how the superseded data were derived.
 HE1161
 HE1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3007099348(NAD 83)
 HE1161_MARKER: DS = TRIANGULATION STATION DISK
 HE1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1161
 HE1161  HISTORY     - Date     Condition        Report By
 HE1161  HISTORY     - 1948     MONUMENTED       CGS
 HE1161  HISTORY     - 1970     GOOD             NGS
 HE1161
 HE1161                          STATION DESCRIPTION
 HE1161
 HE1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE1161'THE STATION IS LOCATED ABOUT 14.0 MILES NORTHWEST OF FORT SCOTT
 HE1161'AND 8.0 MILES EAST OF BRONSON ON LAND OWNED AND OCCUPIED BY
 HE1161'MRS. MADGE TAYLOR.  IT IS IN THE NORTHEAST CORNER OF THE PASTURE
 HE1161'AND HOG LOT ABOUT 100 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HE1161'OF THE TAYLOR FARM HOUSE, 40 FEET WEST OF NORTH-SOUTH ROAD,
 HE1161'28 FEET SOUTH OF DRIVEWAY, 12 FEET SOUTH OF EAST-WEST FENCE
 HE1161'LINE AND 19 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 HE1161'POPULAR 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 HE1161'
 HE1161'REFERENCE MARK NO 1 IS NORTHEAST OF THE STATION, 21 FEET EAST
 HE1161'OF THE CENTER OF THE NORTH-SOUTH ROAD AND 1 FOOT EAST OF
 HE1161'NORTH-SOUTH FENCE LINE.  IT IS STAMPED POPULAR NO 1 1948 AND
 HE1161'PROJECTS 3 INCHES.
 HE1161'
 HE1161'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 60 FEET WEST
 HE1161'OF THE SOUTHEAST CORNER OF THE YARD, 16 FEET NORTH OF THE DRIVEWAY
 HE1161'AND 1 FOOT SOUTH OF YARD FENCE LINE.  IT IS STAMPED POPULAR
 HE1161'NO 2 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 HE1161'
 HE1161'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION, 75
 HE1161'FEET SOUTH OF EAST-WEST ROAD, 25 FEET EAST OF NORTH-SOUTH ROAD,
 HE1161'3 FEET EAST OF WITNESS POST AND 1 FOOT EAST OF FENCE LINE,
 HE1161'SET IN THE SOUTHEAST ANGLE OF CROSSROAD.  IT IS STAMPED
 HE1161'POPULAR 1948 AND PROJECTS 2 INCHES.  TO REACH FROM THE STATION,
 HE1161'GO SOUTH FOR 0.3 MILE TO CROSSROAD AND MARK AS DESCRIBED.
 HE1161'
 HE1161'TO REACH THE STATION FROM THE RAILROAD STATION IN BRONSON,
 HE1161'GO SOUTH AND EAST ON U.S. HIGHWAY 54 FOR 0.9 MILE TO JUNCTION
 HE1161'WITH STATE ROUTE NO 3, TURN LEFT NORTH CROSSING RAILROAD TRACKS
 HE1161'AND GO 3.0 MILES TO CROSSROAD AND SCHOOL HOUSE ON THE LEFT,
 HE1161'TURN RIGHT AND GO EAST FOR 7.0 MILES TO T-ROAD INTERSECTION, TURN
 HE1161'RIGHT AND GO SOUTH FOR 0.4 MILE PASSING THE POPULAR GROVE
 HE1161'SCHOOL HOUSE ON THE LEFT TO THE STATION ON THE WEST SIDE
 HE1161'OF ROAD JUST SOUTHEAST OF FARM HOUSE AS DESCRIBED.
 HE1161'
 HE1161'AN 87 FOOT SIGNAL AT STATION BLUE MOUND IS VISIBLE AT 37
 HE1161'FEET.
 HE1161'
 HE1161'A 74 FOOT SIGNAL AT STATION MOUND CITY IS VISIBLE AT 20
 HE1161'FEET.
 HE1161'
 HE1161'A 74 FOOT SIGNAL AT STATION HARDING IS VISIBLE AT 20 FEET.
 HE1161'
 HE1161'A 74 FOOT SIGNAL AT STATION RICHARDSON 1934 IS VISIBLE AT 20
 HE1161'FEET.
 HE1161'
 HE1161'A 74 FOOT SIGNAL AT STATION CENTRAL 1940 IS VISIBLE AT 20
 HE1161'FEET.
 HE1161'
 HE1161'A 74 FOOT SIGNAL AT STATION STEPHEN 1940 IS VISIBLE AT 64
 HE1161'FEET.
 HE1161'
 HE1161'A 74 FOOT SIGNAL AT STATION SAVON 1940 IS VISIBLE AT 20 FEET.
 HE1161'
 HE1161'AN 87 FOOT SIGNAL AT STATION MORAN IS VISIBLE AT 20 FEET.
 HE1161'
 HE1161'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 HE1161
 HE1161                          STATION RECOVERY (1970)
 HE1161
 HE1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HE1161'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 HE1161'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 HE1161'DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 HE1161'
 HE1161'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF REFERENCE MARK NO. 1.
 HE1161'
 HE1161'A METAL WITNESS POST WAS SET 2 FEET WEST OF THE AZIMUTH MARK.
 HE1161'
 HE1161'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 54 AND STATE
 HE1161'HIGHWAY 3 AT THE NORTHEAST SIDE OF BRONSON, GO NORTH ON STATE
 HE1161'HIGHWAY 3 FOR 3.0 MILES TO A CROSSROAD AND A SCHOOL IN THE
 HE1161'NORTHWEST ANGLE.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 HE1161'7.15 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON A
 HE1161'GRAVELED ROAD FOR 0.45 MILE TO A HOUSE AND THE STATION ON THE
 HE1161'RIGHT.  (CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.35 MILE TO A
 HE1161'SIDE ROAD LEFT AND THE AZIMUTH MARK SOUTH OF THE INTERSECTION ON
 HE1161'THE EAST SIDE OF ROAD.)
 HE1161'
 HE1161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 HE1161'EAST OF BRONSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0355 ***********************************************************************
 HF0355  DESIGNATION -  PORT
 HF0355  PID         -  HF0355
 HF0355  STATE/COUNTY-  KS/BUTLER
 HF0355  USGS QUAD   -  DE GRAFF (1961)
 HF0355
 HF0355                         *CURRENT SURVEY CONTROL
 HF0355  ___________________________________________________________________
 HF0355* NAD 83(1997)-  37 55 32.62685(N)    096 50 39.55096(W)     ADJUSTED  
 HF0355* NAVD 88     -       424.120  (meters)    1391.47   (feet)  ADJUSTED  
 HF0355  ___________________________________________________________________
 HF0355  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 HF0355  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0355  DYNAMIC HT  -         423.791 (meters)    1390.39  (feet)  COMP
 HF0355  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 HF0355
 HF0355  HORZ ORDER  -  SECOND
 HF0355  VERT ORDER  -  SECOND    CLASS 0
 HF0355
 HF0355.The horizontal coordinates were established by classical geodetic methods
 HF0355.and adjusted by the National Geodetic Survey in October 1998..
 HF0355
 HF0355.The orthometric height was determined by differential leveling
 HF0355.and adjusted by the National Geodetic Survey in June 1991..
 HF0355
 HF0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0355
 HF0355.The geoid height was determined by GEOID03.
 HF0355
 HF0355.The dynamic height is computed by dividing the NAVD 88
 HF0355.geopotential number by the normal gravity value computed on the
 HF0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0355.degrees latitude (g = 980.6199 gals.).
 HF0355
 HF0355.The modeled gravity was interpolated from observed gravity values.
 HF0355
 HF0355;                    North         East     Units Scale Factor Converg.
 HF0355;SPC KS S     -   541,029.238   545,552.038   MT  0.99993593   +1 01 02.9
 HF0355;UTM  14      - 4,199,765.899   689,464.722   MT  1.00004214   +1 19 31.3
 HF0355
 HF0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0355!SPC KS S     -   0.99993806  x   0.99993593  =   0.99987399
 HF0355!UTM  14      -   0.99993806  x   1.00004214  =   0.99998019
 HF0355
 HF0355:                Primary Azimuth Mark                     Grid Az
 HF0355:SPC KS S     -  ESTATE                                   010 25 59.8
 HF0355:UTM  14      -  ESTATE                                   010 07 31.4
 HF0355
 HF0355|---------------------------------------------------------------------|
 HF0355| PID    Reference Object                     Distance      Geod. Az  |
 HF0355|                                                           dddmmss.s |
 HF0355| HF1186 ESTATE                              APPROX. 0.6 KM 0112702.7 |
 HF0355| HF0356 PORT RM 1                            15.651 METERS 08108     |
 HF0355| HF0354 PORT RM 2                            13.678 METERS 19230     |
 HF0355|---------------------------------------------------------------------|
 HF0355
 HF0355                          SUPERSEDED SURVEY CONTROL
 HF0355
 HF0355  NAD 83(1997)-  37 55 32.63441(N)    096 50 39.54228(W) AD(       ) 2
 HF0355  NAD 83(1986)-  37 55 32.63852(N)    096 50 39.54563(W) AD(       ) 2
 HF0355  NGVD 29 (??/??/92)  423.973  (m)         1390.98   (f) ADJ UNCH    2 0
 HF0355
 HF0355.Superseded values are not recommended for survey control.
 HF0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0355.See file dsdata.txt to determine how the superseded data were derived.
 HF0355
 HF0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8946599766(NAD 83)
 HF0355_MARKER: DS = TRIANGULATION STATION DISK
 HF0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0355_STAMPING: PORT 1962
 HF0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0355+STABILITY: SURFACE MOTION
 HF0355
 HF0355  HISTORY     - Date     Condition        Report By
 HF0355  HISTORY     - 1962     MONUMENTED       CGS
 HF0355  HISTORY     - 1962     GOOD             CGS
 HF0355
 HF0355                          STATION DESCRIPTION
 HF0355
 HF0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0355'THE STATION IS ABOUT 10 MILES EAST OF POTWIN, 8 MILES NORTH OF
 HF0355'ELDORADO, 1/4 MILE EAST OF U.S. HIGHWAY 77.
 HF0355'
 HF0355'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 77,
 HF0355'IN ELDORADO, GO NORTH ON HIGHWAY 77 FOR 6.6 MILES TO A CROSSROAD
 HF0355'AND A SCHOOLHOUSE IN THE SOUTHWEST ANGLE OF THE CROSSROAD.
 HF0355'CONTINUE AHEAD, NORTH, ON HIGHWAY 77 FOR 0.9 MILE TO A SIDE ROAD ON
 HF0355'THE RIGHT.  TURN RIGHT, EAST, INTO RESTRICTED AREA, AND
 HF0355'PROCEED ON BLACKTOP ROAD FOR 0.25 MILE TO A ROCK ROAD ON THE
 HF0355'LEFT.  TURN LEFT, NORTH, ON THE ROCK ROAD FOR ABOUT 0.1 MILE TO A
 HF0355'FENCE CORNER AND THE STATION ON THE RIGHT.
 HF0355'
 HF0355'STATION MARKS ARE STANDARD DISKS STAMPED PORT 1962.  THE SURFACE
 HF0355'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HF0355'THE GROUND.  IT IS 70.5 FEET SOUTHEAST OF A METAL DRAIN COVER
 HF0355'WHICH IS SURROUNDED BY FOUR CONCRETE POSTS, 126 FEET NORTH OF A
 HF0355'FENCE CORNER, 13 FEET SOUTHEAST OF A FENCE CORNER, 10 FEET EAST
 HF0355'OF A METAL WITNESS POST AND A FENCE, AND 9 FEET SOUTH OF A
 HF0355'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HF0355'CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 HF0355'
 HF0355'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PORT NO 1 1962, IS
 HF0355'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HF0355'IT IS 60.5 FEET EAST OF THE FENCE CORNER AND 1 FOOT SOUTH OF THE
 HF0355'FENCE.
 HF0355'
 HF0355'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PORT NO 2 1962, IS
 HF0355'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HF0355'IT IS 82 FEET NORTH OF THE FENCE CORNER, 51.5 FEET SOUTH OF THE
 HF0355'FENCE CORNER, 41 FEET SOUTH OF THE METAL WITNESS POST AND 1 FOOT
 HF0355'EAST OF THE FENCE.
 HF0355'
 HF0355'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0355'STATION ESTATE MAY BE USED AS THE AZIMUTH MARK.
 HF0355
 HF0355                          STATION RECOVERY (1962)
 HF0355
 HF0355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0355'4.6 MI S FROM DE GRAFF.
 HF0355'0.25 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT DE
 HF0355'GRAFF, THENCE 3.95 MILE SOUTH ALONG U.S. HIGHWAY 77, THENCE 0.3
 HF0355'MILE EAST ACROSS A PASTURE, 126 FEET NORTH OF A FENCE CORNER,
 HF0355'70.5 FEET SOUTHEAST OF A METAL DRAIN COVER WHICH IS SURROUNDED
 HF0355'BY FOUR CONCRETE POSTS, 13 FEET SOUTHEAST OF A FENCE CORNER,
 HF0355'10 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE
 HF0355'POST WHICH IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1653 ***********************************************************************
 JE1653  DESIGNATION -  PORT
 JE1653  PID         -  JE1653
 JE1653  STATE/COUNTY-  KS/FRANKLIN
 JE1653  USGS QUAD   -  LE LOUP (1973)
 JE1653
 JE1653                         *CURRENT SURVEY CONTROL
 JE1653  ___________________________________________________________________
 JE1653* NAD 83(1997)-  38 39 59.64386(N)    095 14 36.90628(W)     ADJUSTED  
 JE1653* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 JE1653  ___________________________________________________________________
 JE1653  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JE1653  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 JE1653
 JE1653  HORZ ORDER  -  THIRD
 JE1653
 JE1653.The horizontal coordinates were established by classical geodetic methods
 JE1653.and adjusted by the National Geodetic Survey in October 1998..
 JE1653
 JE1653.The orthometric height was scaled from a topographic map.
 JE1653
 JE1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1653
 JE1653.The geoid height was determined by GEOID03.
 JE1653
 JE1653;                    North         East     Units Scale Factor Converg.
 JE1653;SPC KS S     -   626,917.429   683,359.102   MT  1.00002129   +2 00 04.2
 JE1653;SPC KS N     -    40,643.437   639,859.923   MT  1.00000846   +1 44 38.5
 JE1653;UTM  15      - 4,282,164.755   304,804.468   MT  1.00006922   -1 24 07.9
 JE1653
 JE1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1653!SPC KS S     -   0.99995977  x   1.00002129  =   0.99998106
 JE1653!SPC KS N     -   0.99995977  x   1.00000846  =   0.99996823
 JE1653!UTM  15      -   0.99995977  x   1.00006922  =   1.00002899
 JE1653
 JE1653|---------------------------------------------------------------------|
 JE1653| PID    Reference Object                     Distance      Geod. Az  |
 JE1653|                                                           dddmmss.s |
 JE1653| CL6027 PORT RM 1                            17.474 METERS 10400     |
 JE1653| JE0920 V 276                                              1561030.1 |
 JE1653| JE1656 OTTAWA N MUN TANK                   APPROX. 4.3 KM 2081818.3 |
 JE1653| JE0918 T 276                                11.442 METERS 34129     |
 JE1653| CL6028 PORT RM 3                            11.446 METERS 34135     |
 JE1653|---------------------------------------------------------------------|
 JE1653
 JE1653                          SUPERSEDED SURVEY CONTROL
 JE1653
 JE1653  NAD 83(1986)-  38 39 59.65142(N)    095 14 36.90868(W) AD(       ) 3
 JE1653  NAD 27      -  38 39 59.61805(N)    095 14 36.00395(W) AD(       ) 3
 JE1653
 JE1653.Superseded values are not recommended for survey control.
 JE1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1653.See file dsdata.txt to determine how the superseded data were derived.
 JE1653
 JE1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0480482165(NAD 83)
 JE1653_MARKER: DS = TRIANGULATION STATION DISK
 JE1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1653
 JE1653  HISTORY     - Date     Condition        Report By
 JE1653  HISTORY     - 1948     MONUMENTED       CGS
 JE1653  HISTORY     - 1970     GOOD             NGS
 JE1653
 JE1653                          STATION DESCRIPTION
 JE1653
 JE1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1653'LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF OTTAWA ON THE OLD
 JE1653'MUNICIPAL AIRPORT.  IT IS 202 FEET WEST OF THE WEST SIDE OF THE
 JE1653'HANGAR, 68.5 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD,
 JE1653'14 FEET EAST OF THE NORTH-SOUTH FENCE AND 15 FEET NORTH OF THE
 JE1653'EAST-WEST FENCE.  IT IS STAMPED PORT 1948 AND IS FLUSH WITH THE
 JE1653'GROUND.
 JE1653'
 JE1653'REFERENCE MARK NO. 1 IS 147 FEET WEST OF THE SOUTHWEST CORNER OF
 JE1653'THE HANGAR, 79 FEET SOUTH OF THE CENTER OF THE ROAD AND 1 FOOT
 JE1653'NORTH OF THE EAST-WEST FENCE.  IT IS STAMPED PORT NO 1 1948 AND IS
 JE1653'FLUSH WITH THE GROUND.
 JE1653'
 JE1653'REFERENCE MARK NO. 2 IS THE U.S.C. AND G. SURVEY BENCH MARK T 276
 JE1653'1945.  IT IS 32 FEET SOUTH OF THE CENTER THE ROAD, 1 FOOT EAST OF
 JE1653'THE NORTH-SOUTH FENCE AND 2 FEET NORTH OF A WITNESS POST.  IT IS
 JE1653'STAMPED T 276 1945 AND PROJECTS 5 INCHES.
 JE1653'
 JE1653'AZIMUTH MARK IS THE U.S.C. AND G. SURVEY BENCH MARK V 276 1945.
 JE1653'IT IS ACROSS THE FLYING FIELD SOUTH-SOUTHEAST OF THE HANGAR NEAR
 JE1653'THE NORTHWEST CORNER OF A CULTIVATED FIELD, 2 FEET NORTHEAST OF THE
 JE1653'FENCE CORNER AND 1 FOOT WEST OF A WITNESS POST.  IT IS STAMPED
 JE1653'V 276 1945 AND IS FLUSH WITH THE GROUND.
 JE1653'
 JE1653'TO REACH THE STATION FROM THE COURTHOUSE IN OTTAWA, GO NORTH ON
 JE1653'U.S. HIGHWAY 59 FOR 3.75 MILES TO A CROSSROAD AT A FARM HOUSE IN
 JE1653'THE SOUTHEAST ANGLE OF THE INTERSECTION.  TURN RIGHT, EAST, FOR
 JE1653'1.35 MILES TO THE AIRPORT AND STATION ON THE RIGHT.
 JE1653'
 JE1653'A 74 FOOT SIGNAL AT WELLS IS VISIBLE AT 25 FEET.
 JE1653'
 JE1653'A 74 FOOT SIGNAL AT WALNUT IS VISIBLE FROM THE GROUND.
 JE1653'
 JE1653'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1653
 JE1653                          STATION RECOVERY (1970)
 JE1653
 JE1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1653'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 JE1653'(B.M. V 276 1945) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JE1653'REFERENCE MARK NO. 2 (B.M. T 276 1945 WAS FOUND DESTROYED.
 JE1653'OLD HANGAR MENTIONED IN OLD DESCRIPTION IS NOW USED AS A HOUSE.
 JE1653'THE DISTANCE TO REFERENCE MARK NO. 1, FAILED TO CHECK BY 0.04
 JE1653'FEET AND THE DIRECTION FAILED TO CHECK BY 1 MINUTE 40 SECONDS.
 JE1653'
 JE1653'REFERENCE MARK NO. 3 WAS SET.
 JE1653'
 JE1653'FOLLOWING IS A NEW DESCRIPTION.
 JE1653'
 JE1653'TO REACH THE STATION FROM THE COURTHOUSE IN OTTAWA, GO NORTH ON
 JE1653'U.S. HIGHWAY 59 FOR 3.75 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 JE1653'EAST ON A GRAVELED ROAD FOR 1.35 MILES TO A LARGE HOUSE ON THE
 JE1653'LEFT AND AN OLD ABANDONED AIRPORT AND THE STATION ON THE RIGHT.
 JE1653'
 JE1653'STATION MARK, A STANDARD DISK STAMPED PORT 1948, IS SET IN THE TOP
 JE1653'OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 JE1653'GROUND.  IT IS 202 FEET WEST OF THE WEST SIDE OF THE OLD HANGAR
 JE1653'WHICH IS USED AS A HOUSE, 69 FEET SOUTH OF THE CENTER OF A ROAD,
 JE1653'43.5 FEET SOUTH-SOUTHEAST OF A POWERLINE POLE, AND 43 FEET SOUTH
 JE1653'OF A METAL WITNESS POST SET IN AN EAST-WEST FENCE.  THE
 JE1653'UNDERGROUND MARK WAS NOT INSPECTED.
 JE1653'
 JE1653'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PORT NO. 1 1948,
 JE1653'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 JE1653'THE SURFACE OF THE GROUND.  IT IS 147 FEET WEST OF THE SOUTHWEST
 JE1653'CORNER OF OLD HANGAR, 56.5 FEET SOUTH OF AN EAST-WEST FENCE, AND
 JE1653'79 FEET SOUTH OF THE CENTER OF THE ROAD.
 JE1653'
 JE1653'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED PORT 1948 NO. 3 1970,
 JE1653'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2
 JE1653'INCHES.  IT IS 32 FEET SOUTH OF THE CENTER OF THE ROAD, 7 FEET
 JE1653'SOUTH OF THE FENCE, AND 5.5 FEET SOUTH-SOUTHEAST OF A POWERLINE
 JE1653'POLE.
 JE1653'
 JE1653'AZIMUTH MARK, IS A U.S. COAST AND GEODETIC BENCH MARK DISK
 JE1653'STAMPED V 276 1945, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 JE1653'WHICH PROJECTS 5 INCHES.  IT IS 2 FEET NORTHEAST OF A CORNER FENCE
 JE1653'POST, 2 FEET NORTH OF A METAL WITNESS POST, AND 1.5 FEET NORTH OF
 JE1653'A FENCE, AND AT THE NORTHWEST CORNER OF A CULTIVATED FIELD.
 JE1653'
 JE1653'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHEAST
 JE1653'ACROSS PASTURE FOR 0.25 MILE TO A FENCE CORNER AND THE MARK.
 JE1653'
 JE1653'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 JE1653'NORTH OF OTTAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0637 ***********************************************************************
 HG0637  DESIGNATION -  PORT
 HG0637  PID         -  HG0637
 HG0637  STATE/COUNTY-  KS/FORD
 HG0637  USGS QUAD   -  WRIGHT (1972)
 HG0637
 HG0637                         *CURRENT SURVEY CONTROL
 HG0637  ___________________________________________________________________
 HG0637* NAD 83(1997)-  37 45 37.36668(N)    099 58 04.39425(W)     ADJUSTED  
 HG0637* NAVD 88     -       791.424  (meters)    2596.53   (feet)  ADJUSTED  
 HG0637  ___________________________________________________________________
 HG0637  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HG0637  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 HG0637  DYNAMIC HT  -         790.735 (meters)    2594.27  (feet)  COMP
 HG0637  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 HG0637
 HG0637  HORZ ORDER  -  SECOND
 HG0637  VERT ORDER  -  FIRST     CLASS II
 HG0637
 HG0637.This mark is at Dodge City Regional Airport (DDC)
 HG0637
 HG0637.The horizontal coordinates were established by classical geodetic methods
 HG0637.and adjusted by the National Geodetic Survey in October 1998..
 HG0637
 HG0637.The orthometric height was determined by differential leveling
 HG0637.and adjusted by the National Geodetic Survey in June 1991..
 HG0637
 HG0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0637
 HG0637.The geoid height was determined by GEOID03.
 HG0637
 HG0637.The dynamic height is computed by dividing the NAVD 88
 HG0637.geopotential number by the normal gravity value computed on the
 HG0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0637.degrees latitude (g = 980.6199 gals.).
 HG0637
 HG0637.The modeled gravity was interpolated from observed gravity values.
 HG0637
 HG0637;                    North         East     Units Scale Factor Converg.
 HG0637;SPC KS S     -   522,403.341   270,666.614   MT  0.99993967   -0 54 07.4
 HG0637;UTM  14      - 4,179,670.167   414,745.299   MT  0.99968952   -0 35 33.8
 HG0637
 HG0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0637!SPC KS S     -   0.99987992  x   0.99993967  =   0.99981959
 HG0637!UTM  14      -   0.99987992  x   0.99968952  =   0.99956947
 HG0637
 HG0637|---------------------------------------------------------------------|
 HG0637| PID    Reference Object                     Distance      Geod. Az  |
 HG0637|                                                           dddmmss.s |
 HG0637| HG1035 DODGE CITY MUN APT ARP              331.554 METERS 06551     |
 HG0637| CL3771 PORT RM 1                            17.723 METERS 08640     |
 HG0637| HG1037 DODGE CITY MUNICIPAL AIRPORT BEACON  38.915 METERS 13751     |
 HG0637| CL3770 PORT AZ MK                                         1531907.6 |
 HG0637| CL3772 PORT RM 2                            17.477 METERS 22647     |
 HG0637| HG1039 DODGE CITY GRAIN PRODUCTS ELEV      APPROX. 2.5 KM 2462343.2 |
 HG0637| HH0860 DODGE CITY CATH SCHOOL CROSS        APPROX. 4.4 KM 2642504.1 |
 HG0637| HH0863 DODGE CITY RAD STA KAA 262 MAS      APPROX. 5.7 KM 2751653.9 |
 HG0637| HH0865 DODGE ATT MICROWAVE TWR KAM 47      APPROX. 5.9 KM 2760940.7 |
 HG0637|---------------------------------------------------------------------|
 HG0637
 HG0637                          SUPERSEDED SURVEY CONTROL
 HG0637
 HG0637  NAD 83(1997)-  37 45 37.37420(N)    099 58 04.39395(W) AD(       ) 2
 HG0637  NAD 83(1986)-  37 45 37.36949(N)    099 58 04.39447(W) AD(       ) 2
 HG0637  NAD 27      -  37 45 37.29666(N)    099 58 02.91786(W) AD(       ) 2
 HG0637
 HG0637.Superseded values are not recommended for survey control.
 HG0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0637.See file dsdata.txt to determine how the superseded data were derived.
 HG0637
 HG0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1474579670(NAD 83)
 HG0637_MARKER: DS = TRIANGULATION STATION DISK
 HG0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0637_SP_SET: CONCRETE POST
 HG0637_STAMPING: PORT 1961
 HG0637_MARK LOGO: CGS   
 HG0637_PROJECTION: FLUSH
 HG0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0637+STABILITY: SURFACE MOTION
 HG0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HG0637+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 HG0637
 HG0637  HISTORY     - Date     Condition        Report By
 HG0637  HISTORY     - 1961     MONUMENTED       CGS
 HG0637  HISTORY     - 1964     GOOD             CGS
 HG0637  HISTORY     - 1970     GOOD             NGS
 HG0637  HISTORY     - 1978     GOOD             NGS
 HG0637  HISTORY     - 1986     GOOD             NGS
 HG0637  HISTORY     - 20041012 GOOD             INDIV
 HG0637
 HG0637                          STATION DESCRIPTION
 HG0637
 HG0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0637'THE STATION IS APPROXIMATELY 2-1/2 MILES EAST OF DODGE CITY, ON THE
 HG0637'DODGE CITY MUNICIPAL AIRPORT, IN THE NORTHEAST QUARTER OF SECTION
 HG0637'29, T 26 S, R 24 W, AND APPROXIMATELY 250 FEET WEST OF THE AIRPORT
 HG0637'TERMINAL BUILDING.
 HG0637'
 HG0637'TO REACH THE STATION FROM THE POST OFFICE IN DODGE CITY, GO SOUTH
 HG0637'ON CENTRAL AVE. FOR 0.1 MILE TO WYATT EARP BLVD.  TURN LEFT, EAST,
 HG0637'ON WYATT EARP BLVD. (U.S. HIGHWAYS 56 AND 283) FOR 2.1 MILES TO THE
 HG0637'JUNCTION OF U.S. HIGHWAYS 50, 56, 154 AND 283.  CONTINUE EAST ON
 HG0637'U.S.  HIGHWAYS 50, 56 AND 283 FOR 0.45 MILE TO A SIDE ROAD ON THE
 HG0637'LEFT.  TURN LEFT, NORTH, FOR 0.65 MILE TO THE STATION ON THE
 HG0637'LEFT, 127.69 FEET NORTHWEST OF THE AIRPORT BEACON.
 HG0637'
 HG0637'STATION MARKS ARE STANDARD DISKS STAMPED PORT 1961.  THE SURFACE DISK
 HG0637'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HG0637'GROUND.  IT IS 59 FEET NORTHEAST OF A POWER POLE, 46.5 FEET EAST OF
 HG0637'A CORNER FENCE POST, 20.5 FEET WEST OF THE CENTER OF A GATE AND 3
 HG0637'FEET SOUTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HG0637'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 HG0637'
 HG0637'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PORT NO 1 1961, IS SET
 HG0637'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HG0637'IS 101 FEET NORTH OF THE CENTER OF THE BASE OF THE BEACON TOWER,
 HG0637'38.5 FEET EAST OF THE CENTER OF THE GATE AND 1 FOOT SOUTH OF THE
 HG0637'FENCE.
 HG0637'
 HG0637'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PORT NO 2 1961, IS SET
 HG0637'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT
 HG0637'IS 43 FEET SOUTH OF THE FENCE CORNER, 3 FEET NORTH OF THE POWER
 HG0637'POLE AND 1.5 FEET EAST OF A FENCE.
 HG0637'
 HG0637'AZIMUTH MARK, A STANDARD DISK STAMPED PORT 1961, IS SET IN A SQUARE
 HG0637'CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS BETWEEN
 HG0637'THE FOURTH AND FIFTH RUNWAY LIGHT FROM THE SOUTHWEST END OF THE
 HG0637'RUNWAY, 62 FEET SOUTHWEST OF THE FIFTH RUNWAY LIGHT MENTIONED
 HG0637'ABOVE AND 15 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY.
 HG0637'
 HG0637'TO REACH THE AZIMUTH MARK FROM THE EAST SIDE OF THE TERMINAL
 HG0637'BUILDING, GO EAST ON A TAXI STRIP TO THE INTERSECTION OF THE RUNWAYS.
 HG0637'TURN RIGHT, SOUTHWEST, ALONG THE SOUTHEAST SIDE OF
 HG0637'NORTHEAST-SOUTHWEST RUNWAY FOR 0.15 MILE TO THE AZIMUTH MARK ON
 HG0637'THE LEFT.
 HG0637'
 HG0637'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HG0637
 HG0637                          STATION RECOVERY (1964)
 HG0637
 HG0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JVT)
 HG0637'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 HG0637'WERE RECOVERED AS DESCRIBED IN 1961, WITH THE EXCEPTION THAT
 HG0637'REFERENCE MARK 1 IS NOW 6 INCHES BELOW THE GROUND SURFACE.  THE
 HG0637'ORIGINAL DESCRIPTION IS FOUND IN UNADJUSTED HORIZONTAL CONTROL
 HG0637'DATA G-12745, PAGE 41.
 HG0637
 HG0637                          STATION RECOVERY (1970)
 HG0637
 HG0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FBM)
 HG0637'THE STATION WAS RECOVERED IN GOOD CONDITION SEPT 1970.  NO OTHER
 HG0637'MARKS WERE LOOKED FOR.
 HG0637'
 HG0637'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2-1/2 MILES EAST
 HG0637'OF DODGE CITY.
 HG0637
 HG0637                          STATION RECOVERY (1978)
 HG0637
 HG0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 HG0637'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE
 HG0637'RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARK 1 HAS
 HG0637'APPARENTLY BEEN DESTROYED BY CONSTRUCTION OF A SIDEWALK.
 HG0637'
 HG0637'AIRLINE DISTANCE AND DIRECTION FROM NEATEST TOWN--2-1/2 MILES EAST OF
 HG0637'DODGE CITY.
 HG0637
 HG0637                          STATION RECOVERY (1986)
 HG0637
 HG0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0637'5.3 KM (3.3 MI) EAST FROM DODGE CITY.
 HG0637'5.34 KM (3.35 MI) EAST ALONG US HIGHWAYS 50, 56 AND 283 FROM THEIR
 HG0637'JUNCTION AT DODGE CITY, THENCE 1.07 KM (0.66 MI) NORTH ALONG A PAVED
 HG0637'ROAD LEADING NORTH TO THE DODGE CITY MUNICIPAL AIRPORT, AT THE
 HG0637'NORTHWEST CORNER OF THE PARKING LOT, 68.8 METERS (226 FT) WEST OF THE
 HG0637'NORTHWEST CORNER OF THE TERMINAL BUILDING, 36.8 METERS (121 FT)
 HG0637'NORTHWEST OF THE NORTHWEST LEG OF THE BEACON TOWER, 12.5 METERS (41
 HG0637'FT) SOUTH OF THE SOUTHWEST CORNER OF A HANGER AND 1.5 METERS (5 FT)
 HG0637'SOUTHEAST OF A FENCE CORNER.
 HG0637
 HG0637                          STATION RECOVERY (2004)
 HG0637
 HG0637'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LPD)
 HG0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0356 ***********************************************************************
 HF0356  DESIGNATION -  PORT RM 1
 HF0356  PID         -  HF0356
 HF0356  STATE/COUNTY-  KS/BUTLER
 HF0356  USGS QUAD   -  DE GRAFF (1961)
 HF0356
 HF0356                         *CURRENT SURVEY CONTROL
 HF0356  ___________________________________________________________________
 HF0356* NAD 83(1986)-  37 55 31.     (N)    096 50 39.     (W)     SCALED    
 HF0356* NAVD 88     -       424.564  (meters)    1392.92   (feet)  ADJUSTED  
 HF0356  ___________________________________________________________________
 HF0356  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0356  DYNAMIC HT  -         424.235 (meters)    1391.84  (feet)  COMP
 HF0356  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 HF0356
 HF0356  VERT ORDER  -  SECOND    CLASS 0
 HF0356
 HF0356.The horizontal coordinates were scaled from a topographic map and have
 HF0356.an estimated accuracy of +/- 6 seconds.
 HF0356
 HF0356.The orthometric height was determined by differential leveling
 HF0356.and adjusted by the National Geodetic Survey in June 1991..
 HF0356
 HF0356.The geoid height was determined by GEOID03.
 HF0356
 HF0356.The dynamic height is computed by dividing the NAVD 88
 HF0356.geopotential number by the normal gravity value computed on the
 HF0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0356.degrees latitude (g = 980.6199 gals.).
 HF0356
 HF0356.The modeled gravity was interpolated from observed gravity values.
 HF0356
 HF0356;                    North         East    Units  Estimated Accuracy
 HF0356;SPC KS S     -   540,980.      545,570.      MT  (+/- 180 meters Scaled)
 HF0356
 HF0356                          SUPERSEDED SURVEY CONTROL
 HF0356
 HF0356  NGVD 29 (??/??/92)  424.416  (m)         1392.44   (f) ADJ UNCH    2 0
 HF0356
 HF0356.Superseded values are not recommended for survey control.
 HF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0356.See file dsdata.txt to determine how the superseded data were derived.
 HF0356
 HF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG894997(NAD 83)
 HF0356_MARKER: DR = REFERENCE MARK DISK
 HF0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0356_STAMPING: PORT NO 1 1962
 HF0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0356+STABILITY: SURFACE MOTION
 HF0356
 HF0356  HISTORY     - Date     Condition        Report By
 HF0356  HISTORY     - 1962     MONUMENTED       CGS
 HF0356
 HF0356                          STATION DESCRIPTION
 HF0356
 HF0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0356'4.6 MI S FROM DE GRAFF.
 HF0356'0.25 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT DE
 HF0356'GRAFF, THENCE 3.95 MILE SOUTH ALONG U.S. HIGHWAY 77, THENCE 0.3
 HF0356'MILE EAST ACROSS A PASTURE, 60.5 FEET EAST OF A FENCE CORNER, 51.4
 HF0356'FEET EAST OF THE STATION PORT 1962, 1.0 FEET SOUTH OF A FENCE, SET
 HF0356'IN THE TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0354 ***********************************************************************
 HF0354  DESIGNATION -  PORT RM 2
 HF0354  PID         -  HF0354
 HF0354  STATE/COUNTY-  KS/BUTLER
 HF0354  USGS QUAD   -  DE GRAFF (1961)
 HF0354
 HF0354                         *CURRENT SURVEY CONTROL
 HF0354  ___________________________________________________________________
 HF0354* NAD 83(1986)-  37 55 31.     (N)    096 50 39.     (W)     SCALED    
 HF0354* NAVD 88     -       424.317  (meters)    1392.11   (feet)  ADJUSTED  
 HF0354  ___________________________________________________________________
 HF0354  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0354  DYNAMIC HT  -         423.989 (meters)    1391.04  (feet)  COMP
 HF0354  MODELED GRAV-     979,842.5   (mgal)                       NAVD 88
 HF0354
 HF0354  VERT ORDER  -  SECOND    CLASS 0
 HF0354
 HF0354.The horizontal coordinates were scaled from a topographic map and have
 HF0354.an estimated accuracy of +/- 6 seconds.
 HF0354
 HF0354.The orthometric height was determined by differential leveling
 HF0354.and adjusted by the National Geodetic Survey in June 1991..
 HF0354
 HF0354.The geoid height was determined by GEOID03.
 HF0354
 HF0354.The dynamic height is computed by dividing the NAVD 88
 HF0354.geopotential number by the normal gravity value computed on the
 HF0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0354.degrees latitude (g = 980.6199 gals.).
 HF0354
 HF0354.The modeled gravity was interpolated from observed gravity values.
 HF0354
 HF0354;                    North         East    Units  Estimated Accuracy
 HF0354;SPC KS S     -   540,980.      545,570.      MT  (+/- 180 meters Scaled)
 HF0354
 HF0354                          SUPERSEDED SURVEY CONTROL
 HF0354
 HF0354  NGVD 29 (??/??/92)  424.170  (m)         1391.63   (f) ADJ UNCH    2 0
 HF0354
 HF0354.Superseded values are not recommended for survey control.
 HF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0354.See file dsdata.txt to determine how the superseded data were derived.
 HF0354
 HF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG894997(NAD 83)
 HF0354_MARKER: DR = REFERENCE MARK DISK
 HF0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0354_STAMPING: PORT NO 2 1962
 HF0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0354+STABILITY: SURFACE MOTION
 HF0354
 HF0354  HISTORY     - Date     Condition        Report By
 HF0354  HISTORY     - 1962     MONUMENTED       CGS
 HF0354
 HF0354                          STATION DESCRIPTION
 HF0354
 HF0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0354'4.6 MI S FROM DE GRAFF.
 HF0354'0.25 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOLHOUSE AT DE
 HF0354'GRAFF, THENCE 3.95 MILES SOUTH ALONG U.S. HIGHWAY 77, THENCE 0.3
 HF0354'MILE EAST ACROSS A PASTURE, 82 FEET NORTH OF A FENCE CORNER, 51.5
 HF0354'FEET SOUTH OF A FENCE CORNER, 44.9 FEET SOUTH OF THE STATION PORT
 HF0354'1962, 41 FEET SOUTH OF A METAL WITNESS POST, 1.0 FEET EAST OF A
 HF0354'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS SET FLUSH WITH
 HF0354'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1499 ***********************************************************************
 JE1499  DESIGNATION -  PORTAGE
 JE1499  PID         -  JE1499
 JE1499  STATE/COUNTY-  KS/OSAGE
 JE1499  USGS QUAD   -  WAVERLY NW (1983)
 JE1499
 JE1499                         *CURRENT SURVEY CONTROL
 JE1499  ___________________________________________________________________
 JE1499* NAD 83(1997)-  38 26 53.88405(N)    095 38 25.69324(W)     ADJUSTED  
 JE1499* NAVD 88     -       348.132  (meters)    1142.16   (feet)  ADJUSTED  
 JE1499  ___________________________________________________________________
 JE1499  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JE1499  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JE1499  DYNAMIC HT  -         347.882 (meters)    1141.34  (feet)  COMP
 JE1499  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 JE1499
 JE1499  HORZ ORDER  -  SECOND
 JE1499  VERT ORDER  -  SECOND    CLASS 0
 JE1499
 JE1499.The horizontal coordinates were established by classical geodetic methods
 JE1499.and adjusted by the National Geodetic Survey in October 1998..
 JE1499
 JE1499.The orthometric height was determined by differential leveling
 JE1499.and adjusted by the National Geodetic Survey in June 1991..
 JE1499
 JE1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1499
 JE1499.The geoid height was determined by GEOID03.
 JE1499
 JE1499.The dynamic height is computed by dividing the NAVD 88
 JE1499.geopotential number by the normal gravity value computed on the
 JE1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1499.degrees latitude (g = 980.6199 gals.).
 JE1499
 JE1499.The modeled gravity was interpolated from observed gravity values.
 JE1499
 JE1499;                    North         East     Units Scale Factor Converg.
 JE1499;SPC KS S     -   601,566.992   649,578.438   MT  0.99997873   +1 45 26.1
 JE1499;UTM  15      - 4,258,859.725   269,573.445   MT  1.00025393   -1 38 33.3
 JE1499
 JE1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1499!SPC KS S     -   0.99995029  x   0.99997873  =   0.99992902
 JE1499!UTM  15      -   0.99995029  x   1.00025393  =   1.00020421
 JE1499
 JE1499|---------------------------------------------------------------------|
 JE1499| PID    Reference Object                     Distance      Geod. Az  |
 JE1499|                                                           dddmmss.s |
 JE1499| CL6029 PORTAGE RM 1                         13.578 METERS 05610     |
 JE1499| JE1497 PORTAGE RM 3 AZIMUTH                               2572653.8 |
 JE1499| JE1498 PORTAGE RM 2                         16.547 METERS 26034     |
 JE1499|---------------------------------------------------------------------|
 JE1499
 JE1499                          SUPERSEDED SURVEY CONTROL
 JE1499
 JE1499  NAD 83(1986)-  38 26 53.89017(N)    095 38 25.69491(W) AD(       ) 2
 JE1499  NAD 27      -  38 26 53.83771(N)    095 38 24.75150(W) AD(       ) 2
 JE1499  NGVD 29 (??/??/92)  347.968  (m)         1141.62   (f) ADJ UNCH    2 0
 JE1499
 JE1499.Superseded values are not recommended for survey control.
 JE1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1499.See file dsdata.txt to determine how the superseded data were derived.
 JE1499
 JE1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6957358860(NAD 83)
 JE1499_MARKER: DS = TRIANGULATION STATION DISK
 JE1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1499_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1499_STAMPING: PORTAGE 1974
 JE1499
 JE1499  HISTORY     - Date     Condition        Report By
 JE1499  HISTORY     - 1974     MONUMENTED       NGS
 JE1499  HISTORY     - 1974     GOOD             NGS
 JE1499
 JE1499                          STATION DESCRIPTION
 JE1499
 JE1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1499'THE STATION IS ABOUT 4 MILES SOUTH OF MELVERN, 4-1/2 MILES NORTHWEST
 JE1499'OF WAVERLY AND ON HIGHWAY RIGHT-OF-WAY OF INTERSTATE HIGHWAY 35 IN
 JE1499'THE SOUTHEAST QUARTER OF SEC 28, R 16 E, T 18 S.
 JE1499'
 JE1499'TO REACH THE STATION FROM THE POST OFFICE IN WAVERLY, GO NORTH ON
 JE1499'STATE HIGHWAY 31 FOR 0.8 MILE TO THE JUNCTION WITH OLD U.S. HIGHWAY
 JE1499'50.  TURN LEFT AND GO WEST ON OLD U.S. HIGHWAY 50 FOR 2.0 MILES TO
 JE1499'A CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 3.0 MILES
 JE1499'TO THE JUNCTION WITH INTERSTATE HIGHWAY 35.  TURN LEFT AND GO
 JE1499'SOUTHWESTERLY ON THE ON-RAMP TO INTERSTATE HIGHWAY 35 FOR 0.15
 JE1499'MILE TO THE STATION ATOP A CUTBANK ON THE RIGHT.  TO REACH
 JE1499'REFERENCE MARK 3, CONTINUE SOUTHWESTERLY ON INTERSTATE HIGHWAY 35
 JE1499'FOR 0.9 MILE TO A CONCRETE DRAIN AND THE MARK ON THE RIGHT.
 JE1499'
 JE1499'STATION MARK IS A STANDARD DISK, STAMPED PORTAGE 1974, SET IN THE
 JE1499'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 JE1499'THE GROUND.  IT IS 11.5 FEET SOUTH OF A METAL WITNESS POST IN A
 JE1499'FENCELINE AND 134.5 FEET NORTH OF THE CENTER OF THE SOUTHBOUND
 JE1499'LANE OF INTERSTATE HIGHWAY 35.  THE UNDERGROUND MARK IS 38 INCHES
 JE1499'BELOW THE GROUND.
 JE1499'
 JE1499'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PORTAGE NO 1 1974, SET
 JE1499'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JE1499'WITH THE GROUND.  IT IS 0.8 FEET SOUTH OF THE FENCELINE AND
 JE1499'171.0 FEET WEST OF A POWERLINE POLE AT THE FENCE AND NEAR A
 JE1499'RIGHT-OF-WAY MARKER.
 JE1499'
 JE1499'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PORTAGE NO 2 1974, SET
 JE1499'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 JE1499'WITH THE GROUND.  IT IS 1.0 FEET SOUTH OF THE FENCELINE AND AT THE
 JE1499'TENTH POST EAST OF WHERE THE FENCE ANGLES AT A FENCE SECTION
 JE1499'BRACE.
 JE1499'
 JE1499'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PORTAGE NO 3 1974 AZ,
 JE1499'CEMENTED IN A DRILLED HOLE IN A CONCRETE DRAIN SPILLWAY.  IT IS
 JE1499'6.0 FEET EAST OF A METAL WITNESS POST, 49.0 FEET SOUTH OF A
 JE1499'FENCELINE AND 84.0 NORTH OF THE CENTER OF THE SOUTHBOUND LANE OF
 JE1499'INTERSTATE HIGHWAY 35.
 JE1499'
 JE1499'NEAREST TOWN--MELVERN.
 JE1499'
 JE1499'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 JE1499
 JE1499                          STATION RECOVERY (1974)
 JE1499
 JE1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JE1499'2.3 MI W FROM WAVERLY.
 JE1499'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND STATE
 JE1499'HIGHWAY 31 SOUTH (EXIT NO. 162), WHICH IS ABOUT 4 MILES NORTH OF
 JE1499'WAVERLY, GO WEST ALONG I-35 FOR 2.3 MILES, 44.54 FEET WEST OF RM 1,
 JE1499'54.29 FEET EAST OF RM 2, 134.5 FEET NORTH OF THE CENTERLINE OF THE
 JE1499'WEST BOUND LANE OF HIGHWAY, 11.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE
 JE1499'AND 211 FEET WEST OF A POWERLINE POLE.  SET IN THE TOP OF A CONCRETE
 JE1499'POST FLUSH WITH THE GROUND WHICH IS ABOUT 0.15 MILE WEST OF A OVERPASS
 JE1499'AND IS ABOUT 18 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1500 ***********************************************************************
 JE1500  DESIGNATION -  PORTAGE RM 1
 JE1500  PID         -  JE1500
 JE1500  STATE/COUNTY-  KS/OSAGE
 JE1500  USGS QUAD   -  WAVERLY NW (1983)
 JE1500
 JE1500                         *CURRENT SURVEY CONTROL
 JE1500  ___________________________________________________________________
 JE1500* NAD 83(1986)-  38 26 54.     (N)    095 38 26.     (W)     SCALED    
 JE1500* NAVD 88     -       348.221  (meters)    1142.46   (feet)  ADJUSTED  
 JE1500  ___________________________________________________________________
 JE1500  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JE1500  DYNAMIC HT  -         347.971 (meters)    1141.63  (feet)  COMP
 JE1500  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 JE1500
 JE1500  VERT ORDER  -  SECOND    CLASS 0
 JE1500
 JE1500.The horizontal coordinates were scaled from a topographic map and have
 JE1500.an estimated accuracy of +/- 6 seconds.
 JE1500
 JE1500.The orthometric height was determined by differential leveling
 JE1500.and adjusted by the National Geodetic Survey in June 1991..
 JE1500
 JE1500.The geoid height was determined by GEOID03.
 JE1500
 JE1500.The dynamic height is computed by dividing the NAVD 88
 JE1500.geopotential number by the normal gravity value computed on the
 JE1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1500.degrees latitude (g = 980.6199 gals.).
 JE1500
 JE1500.The modeled gravity was interpolated from observed gravity values.
 JE1500
 JE1500;                    North         East    Units  Estimated Accuracy
 JE1500;SPC KS S     -   601,570.      649,570.      MT  (+/- 180 meters Scaled)
 JE1500
 JE1500                          SUPERSEDED SURVEY CONTROL
 JE1500
 JE1500  NGVD 29 (??/??/92)  348.057  (m)         1141.92   (f) ADJ UNCH    2 0
 JE1500
 JE1500.Superseded values are not recommended for survey control.
 JE1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1500.See file dsdata.txt to determine how the superseded data were derived.
 JE1500
 JE1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC695588(NAD 83)
 JE1500_MARKER: DR = REFERENCE MARK DISK
 JE1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1500_STAMPING: PORTAGE NO 1 1974
 JE1500
 JE1500  HISTORY     - Date     Condition        Report By
 JE1500  HISTORY     - 1974     MONUMENTED       NGS
 JE1500
 JE1500                          STATION DESCRIPTION
 JE1500
 JE1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1500'2.3 MI W FROM WAVERLY.
 JE1500'AT THE PORTAGE STATION SITE, 44.54 FEET EAST OF THE STATION, 144 FEET
 JE1500'NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF I-35, 171 FEET WEST
 JE1500'OF A POWERLINE POLE, 171 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST AND
 JE1500'1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  SET IN THE TOP OF A CONCRETE
 JE1500'POST FLUSH WITH THE GROUND AND IS ABOUT 18 FEET ABOVE THE LEVEL OF THE
 JE1500'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1498 ***********************************************************************
 JE1498  DESIGNATION -  PORTAGE RM 2
 JE1498  PID         -  JE1498
 JE1498  STATE/COUNTY-  KS/OSAGE
 JE1498  USGS QUAD   -  WAVERLY NW (1983)
 JE1498
 JE1498                         *CURRENT SURVEY CONTROL
 JE1498  ___________________________________________________________________
 JE1498* NAD 83(1986)-  38 26 54.     (N)    095 38 26.     (W)     SCALED    
 JE1498* NAVD 88     -       348.136  (meters)    1142.18   (feet)  ADJUSTED  
 JE1498  ___________________________________________________________________
 JE1498  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JE1498  DYNAMIC HT  -         347.886 (meters)    1141.36  (feet)  COMP
 JE1498  MODELED GRAV-     979,901.5   (mgal)                       NAVD 88
 JE1498
 JE1498  VERT ORDER  -  SECOND    CLASS 0
 JE1498
 JE1498.The horizontal coordinates were scaled from a topographic map and have
 JE1498.an estimated accuracy of +/- 6 seconds.
 JE1498
 JE1498.The orthometric height was determined by differential leveling
 JE1498.and adjusted by the National Geodetic Survey in June 1991..
 JE1498
 JE1498.The geoid height was determined by GEOID03.
 JE1498
 JE1498.The dynamic height is computed by dividing the NAVD 88
 JE1498.geopotential number by the normal gravity value computed on the
 JE1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1498.degrees latitude (g = 980.6199 gals.).
 JE1498
 JE1498.The modeled gravity was interpolated from observed gravity values.
 JE1498
 JE1498;                    North         East    Units  Estimated Accuracy
 JE1498;SPC KS S     -   601,570.      649,570.      MT  (+/- 180 meters Scaled)
 JE1498
 JE1498                          SUPERSEDED SURVEY CONTROL
 JE1498
 JE1498  NGVD 29 (??/??/92)  347.972  (m)         1141.64   (f) ADJ UNCH    2 0
 JE1498
 JE1498.Superseded values are not recommended for survey control.
 JE1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1498.See file dsdata.txt to determine how the superseded data were derived.
 JE1498
 JE1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC695588(NAD 83)
 JE1498_MARKER: DR = REFERENCE MARK DISK
 JE1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1498_STAMPING: PORTAGE NO 2 1974
 JE1498
 JE1498  HISTORY     - Date     Condition        Report By
 JE1498  HISTORY     - 1974     MONUMENTED       NGS
 JE1498
 JE1498                          STATION DESCRIPTION
 JE1498
 JE1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1498'2.3 MI W FROM WAVERLY.
 JE1498'AT THE PORTAGE STATION SITE, 54.29 FEET WEST OF THE STATION, 144 FEET
 JE1498'NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF I-35, 225 FEET WEST
 JE1498'OF A POWERLINE POLE AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.  SET
 JE1498'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT 18
 JE1498'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1497 ***********************************************************************
 JE1497  DESIGNATION -  PORTAGE RM 3 AZIMUTH
 JE1497  PID         -  JE1497
 JE1497  STATE/COUNTY-  KS/OSAGE
 JE1497  USGS QUAD   -  WAVERLY NW (1983)
 JE1497
 JE1497                         *CURRENT SURVEY CONTROL
 JE1497  ___________________________________________________________________
 JE1497* NAD 83(1986)-  38 26 40.     (N)    095 39 25.     (W)     SCALED    
 JE1497* NAVD 88     -       342.302  (meters)    1123.04   (feet)  ADJUSTED  
 JE1497  ___________________________________________________________________
 JE1497  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JE1497  DYNAMIC HT  -         342.057 (meters)    1122.23  (feet)  COMP
 JE1497  MODELED GRAV-     979,901.8   (mgal)                       NAVD 88
 JE1497
 JE1497  VERT ORDER  -  SECOND    CLASS 0
 JE1497
 JE1497.The horizontal coordinates were scaled from a topographic map and have
 JE1497.an estimated accuracy of +/- 6 seconds.
 JE1497
 JE1497.The orthometric height was determined by differential leveling
 JE1497.and adjusted by the National Geodetic Survey in June 1991..
 JE1497
 JE1497.The geoid height was determined by GEOID03.
 JE1497
 JE1497.The dynamic height is computed by dividing the NAVD 88
 JE1497.geopotential number by the normal gravity value computed on the
 JE1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1497.degrees latitude (g = 980.6199 gals.).
 JE1497
 JE1497.The modeled gravity was interpolated from observed gravity values.
 JE1497
 JE1497;                    North         East    Units  Estimated Accuracy
 JE1497;SPC KS S     -   601,100.      648,150.      MT  (+/- 180 meters Scaled)
 JE1497
 JE1497                          SUPERSEDED SURVEY CONTROL
 JE1497
 JE1497  NGVD 29 (??/??/92)  342.138  (m)         1122.50   (f) ADJ UNCH    2 0
 JE1497
 JE1497.Superseded values are not recommended for survey control.
 JE1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1497.See file dsdata.txt to determine how the superseded data were derived.
 JE1497
 JE1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC681584(NAD 83)
 JE1497_MARKER: DR = REFERENCE MARK DISK
 JE1497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1497_SP_SET: DRAIN
 JE1497_STAMPING: PORTAGE NO 3 AZ 1974
 JE1497
 JE1497  HISTORY     - Date     Condition        Report By
 JE1497  HISTORY     - 1974     MONUMENTED       NGS
 JE1497
 JE1497                          STATION DESCRIPTION
 JE1497
 JE1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1497'3.3 MI W FROM WAVERLY.
 JE1497'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND STATE
 JE1497'HIGHWAY 31 SOUTH (EXIT NO. 162), WHICH IS ABOUT 4 MILES NORTH OF
 JE1497'WAVERLY, GO WEST ALONG I-35 3.3 MILES, 84 FEET NORTH OF THE CENTERLINE
 JE1497'OF THE WEST BOUND LANE OF HIGHWAY, 49 FEET SOUTH OF THE NORTH
 JE1497'RIGHT-OF-WAY FENCE AND 6 FEET EAST OF A METAL WITNESS POST. SET IN THE
 JE1497'TOP OF A LARGE CONCRETE DRAIN AND IS ABOUT 15 FEET ABOVE THE LEVEL OF
 JE1497'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1360 ***********************************************************************
 JF1360  DESIGNATION -  PORTER
 JF1360  PID         -  JF1360
 JF1360  STATE/COUNTY-  KS/MORRIS
 JF1360  USGS QUAD   -  COUNCIL GROVE (1983)
 JF1360
 JF1360                         *CURRENT SURVEY CONTROL
 JF1360  ___________________________________________________________________
 JF1360* NAD 83(1997)-  38 41 44.54194(N)    096 24 31.01928(W)     ADJUSTED  
 JF1360* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 JF1360  ___________________________________________________________________
 JF1360  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 JF1360  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 JF1360
 JF1360  HORZ ORDER  -  FIRST
 JF1360
 JF1360.The horizontal coordinates were established by classical geodetic methods
 JF1360.and adjusted by the National Geodetic Survey in October 1998..
 JF1360
 JF1360.The orthometric height was scaled from a topographic map.
 JF1360
 JF1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1360
 JF1360.The geoid height was determined by GEOID03.
 JF1360
 JF1360;                    North         East     Units Scale Factor Converg.
 JF1360;SPC KS N     -    41,443.716   538,437.704   MT  1.00000345   +1 00 24.8
 JF1360;SPC KS S     -   627,243.790   581,932.312   MT  1.00002807   +1 17 06.8
 JF1360;UTM  14      - 4,286,197.095   725,367.341   MT  1.00022549   +1 37 14.8
 JF1360
 JF1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1360!SPC KS N     -   0.99993440  x   1.00000345  =   0.99993785
 JF1360!SPC KS S     -   0.99993440  x   1.00002807  =   0.99996247
 JF1360!UTM  14      -   0.99993440  x   1.00022549  =   1.00015988
 JF1360
 JF1360|---------------------------------------------------------------------|
 JF1360| PID    Reference Object                     Distance      Geod. Az  |
 JF1360|                                                           dddmmss.s |
 JF1360| CL6031 PORTER RM 1                          23.203 METERS 13105     |
 JF1360| JF1356 KANSAS HWY PAT RAD KAB 47 MAST      APPROX. 3.5 KM 1540719.1 |
 JF1360| CL6032 PORTER RM 2                          25.934 METERS 22054     |
 JF1360| JF1365 ALTA VISTA MUNICIPAL TANK           APPROX.20.1 KM 3395416.0 |
 JF1360| CL6030 PORTER AZ MK                                       3584138.0 |
 JF1360|---------------------------------------------------------------------|
 JF1360
 JF1360                          SUPERSEDED SURVEY CONTROL
 JF1360
 JF1360  NAD 83(1986)-  38 41 44.54971(N)    096 24 31.01905(W) AD(       ) 1
 JF1360  NAD 27      -  38 41 44.52434(N)    096 24 30.02212(W) AD(       ) 1
 JF1360
 JF1360.Superseded values are not recommended for survey control.
 JF1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1360.See file dsdata.txt to determine how the superseded data were derived.
 JF1360
 JF1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH2536786197(NAD 83)
 JF1360_MARKER: DS = TRIANGULATION STATION DISK
 JF1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1360
 JF1360  HISTORY     - Date     Condition        Report By
 JF1360  HISTORY     - 1956     MONUMENTED       CGS
 JF1360  HISTORY     - 1961     GOOD             CGS
 JF1360  HISTORY     - 1968     GOOD             CGS
 JF1360
 JF1360                          STATION DESCRIPTION
 JF1360
 JF1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1360'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF COUNCIL GROVE ON
 JF1360'ROAD RIGHT-OF-WAY.  IT IS 87 FEET NORTHEAST OF A T-ROAD
 JF1360'INTERSECTION, 28 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 9
 JF1360'FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A WIRE
 JF1360'FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED PORTER
 JF1360'1956.
 JF1360'
 JF1360'TO REACH THE STATION FROM THE POST OFFICE IN COUNCIL GROVE, GO
 JF1360'EAST ON U.S. HIGHWAY 56 FOR 4.4 MILES TO A CROSSROAD AND THE
 JF1360'MORNING STAR SCHOOL IN THE NORTHEAST CORNER OF THE INTERSECTION.
 JF1360'TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 1.9 MILES TO A SIDE
 JF1360'ROAD LEFT AND THE STATION ON THE RIGHT.  CONTINUE NORTH ON THE
 JF1360'GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JF1360'
 JF1360'REFERENCE MARK 1 IS 22 FEET NORTH OF THE CENTERLINE OF A DIRT
 JF1360'ROAD, 17 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD AND
 JF1360'2 FEET NORTH OF A FENCE CORNER.  THE MARK PROJECTS 4 INCHES AND
 JF1360'THE DISK IS STAMPED PORTER NO 1 1956.
 JF1360'
 JF1360'REFERENCE MARK 2 IS 97 FEET EAST OF THE CENTERLINE OF THE GRAVEL
 JF1360'ROAD AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 4
 JF1360'INCHES AND THE DISK IS STAMPED PORTER NO 2 1956.
 JF1360'
 JF1360'THE AZIMUTH MARK IS 18 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 JF1360'ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 JF1360'WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JF1360'PORTER 1956.
 JF1360'
 JF1360'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JF1360
 JF1360                          STATION RECOVERY (1961)
 JF1360
 JF1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (NES)
 JF1360'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN VERY GOOD
 JF1360'CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 JF1360'
 JF1360'THE STATION IS ABOUT 4-1/2 MILES EAST AND 2-1/2 MILES NORTH OF
 JF1360'COUNCIL GROVE, ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION
 JF1360'LINE ROAD.
 JF1360'
 JF1360'TO REACH THE STATION FROM THE POST OFFICE IN COUNCIL GROVE GO
 JF1360'EASTERLY ON U.S. HIGHWAY 56 FOR 4.2 MILES TO A CROSSROAD AT THE
 JF1360'MORNING STAR SCHOOLHOUSE IN THE NORTHEAST ANGLE.  TURN LEFT AND
 JF1360'GO NORTH ON THE GRAVELED ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT
 JF1360'AND THE STATION ON THE RIGHT AS DESCRIBED.
 JF1360'
 JF1360'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE
 JF1360'GRAVELED ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JF1360'
 JF1360'THE STATION MARK, STAMPED PORTER 1956, IS A STANDARD DISK SET
 JF1360'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 JF1360'INCHES.  IT IS 95 FEET NORTHEAST OF A T ROAD INTERSECTION, 54 FEET
 JF1360'NORTH OF A FENCE CORNER, 27 FEET EAST OF THE CENTER OF THE
 JF1360'GRAVELED ROAD, 9 FEET NORTH OF THE WITNESS POST AND 8 INCHES
 JF1360'WEST OF THE NORTH-SOUTH FENCE LINE.
 JF1360'
 JF1360'REFERENCE MARK NO. 1, STAMPED PORTER NO 1 1956, IS A STANDARD
 JF1360'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 JF1360'PROJECTS 3 INCHES.  IT IS 65 FEET EAST OF A FENCE CORNER AND 1
 JF1360'FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 JF1360'
 JF1360'REFERENCE MARK NO. 2, STAMPED PORTER NO 2 1956, IS A STANDARD DISK
 JF1360'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 JF1360'3 INCHES.  IT IS 21 FEET NORTH OF THE CENTER OF THE TRACK ROAD,
 JF1360'20 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 1-1/2 FEET
 JF1360'NORTHEAST OF A FENCE CORNER.
 JF1360'
 JF1360'THE AZIMUTH MARK, STAMPED PORTER 1956, IS A STANDARD DISK SET
 JF1360'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 1
 JF1360'INCH.  IT IS 20 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 2
 JF1360'FEET SOUTH OF THE WITNESS POST AND 1 FOOT EAST OF THE NORTH-SOUTH
 JF1360'FENCE LINE.
 JF1360
 JF1360                          STATION RECOVERY (1968)
 JF1360
 JF1360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1360'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JF1360'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1360'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1360'RECOVERY.
 JF1360'
 JF1360'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE STATION MARK.
 JF1360'
 JF1360'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JF1360'
 JF1360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5-1/2
 JF1360'MILES NORTHEAST OF COUNCIL GROVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0682 ***********************************************************************
 KG0682  DESIGNATION -  PORTIS
 KG0682  PID         -  KG0682
 KG0682  STATE/COUNTY-  KS/OSBORNE
 KG0682  USGS QUAD   -  PORTIS (1961)
 KG0682
 KG0682                         *CURRENT SURVEY CONTROL
 KG0682  ___________________________________________________________________
 KG0682* NAD 83(1997)-  39 34 03.23364(N)    098 41 01.89256(W)     ADJUSTED  
 KG0682* NAVD 88     -       492.     (meters)    1614.     (feet)  SCALED    
 KG0682  ___________________________________________________________________
 KG0682  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 KG0682  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 KG0682
 KG0682  HORZ ORDER  -  THIRD
 KG0682
 KG0682.The horizontal coordinates were established by classical geodetic methods
 KG0682.and adjusted by the National Geodetic Survey in October 1998..
 KG0682
 KG0682.The orthometric height was scaled from a topographic map.
 KG0682
 KG0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0682
 KG0682.The geoid height was determined by GEOID03.
 KG0682
 KG0682;                    North         East     Units Scale Factor Converg.
 KG0682;SPC KS N     -   137,238.122   341,238.135   MT  0.99997211   -0 25 57.7
 KG0682;UTM  14      - 4,379,810.668   527,155.178   MT  0.99960908   +0 12 05.0
 KG0682
 KG0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0682!SPC KS N     -   0.99992689  x   0.99997211  =   0.99989900
 KG0682!UTM  14      -   0.99992689  x   0.99960908  =   0.99953599
 KG0682
 KG0682|---------------------------------------------------------------------|
 KG0682| PID    Reference Object                     Distance      Geod. Az  |
 KG0682|                                                           dddmmss.s |
 KG0682| CN9506 PORTIS RM 1                          17.233 METERS 00206     |
 KG0682| KG0681 PORTIS MUNICIPAL TANK               482.787 METERS 2041210.1 |
 KG0682| CN9507 PORTIS RM 2                           9.833 METERS 26750     |
 KG0682| CN9505 PORTIS AZ MK                                       2704910.4 |
 KG0682|---------------------------------------------------------------------|
 KG0682
 KG0682                          SUPERSEDED SURVEY CONTROL
 KG0682
 KG0682  NAD 83(1997)-  39 34 03.24074(N)    098 41 01.89361(W) AD(       ) 3
 KG0682  NAD 83(1986)-  39 34 03.24108(N)    098 41 01.89343(W) AD(       ) 3
 KG0682  NAD 27      -  39 34 03.20300(N)    098 41 00.63500(W) AD(       ) 3
 KG0682
 KG0682.Superseded values are not recommended for survey control.
 KG0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0682.See file dsdata.txt to determine how the superseded data were derived.
 KG0682
 KG0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2715579811(NAD 83)
 KG0682_MARKER: DS = TRIANGULATION STATION DISK
 KG0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0682
 KG0682  HISTORY     - Date     Condition        Report By
 KG0682  HISTORY     - 1950     MONUMENTED       CGS
 KG0682
 KG0682                          STATION DESCRIPTION
 KG0682
 KG0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0682'THE STATION IS LOCATED ABOUT 0.75 MILE NORTHEAST OF THE BUSINESS
 KG0682'DISTRICT OF PORTIS ON THE SMITH-OSBORNE COUNTY LINE.  IT IS ON
 KG0682'THE ROAD RIGHT-OF-WAY, 22 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KG0682'ROAD, 4 FEET NORTHWEST OF A WITNESS POST AND 3 FEET NORTH
 KG0682'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED PORTIS 1950 AND
 KG0682'PROJECTS 2 INCHES.
 KG0682'
 KG0682'REFERENCE MARK NO. 1 IS ON THE ROAD RIGHT-OF-WAY, 34 FEET NORTH
 KG0682'OF THE CENTER OF ROAD AND 1 FOOT SOUTH OF AN EAST-WEST FENCE
 KG0682'LINE.  IT IS STAMPED PORTIS NO 1 1950 AND PROJECTS 6 INCHES.
 KG0682'
 KG0682'REFERENCE MARK NO. 2 IS ON THE ROAD RIGHT-OF-WAY, 24 FEET SOUTH
 KG0682'OF ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  IT IS
 KG0682'STAMPED PORTIS NO 2 1950 AND PROJECTS 2 INCHES.
 KG0682'
 KG0682'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 67.12 FEET.
 KG0682'
 KG0682'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 30 FEET NORTH
 KG0682'OF THE CENTER OF U.S. HIGHWAY 281, 15 FEET WEST OF THE CENTER
 KG0682'OF A DRIVEWAY INTO FARMYARD, 2 FEET EAST OF A WITNESS POST AND
 KG0682'1 FOOT SOUTHWEST OF A FENCE CORNER.  IT IS STAMPED PORTIS
 KG0682'1950 AND PROJECTS 3 INCHES.
 KG0682'
 KG0682'TO REACH THE STATION FROM THE POST OFFICE IN PORTIS, GO NORTH
 KG0682'ON U.S. HIGHWAY 281 FOR 0.35 MILE TO A CROSSROAD WHERE HIGHWAY
 KG0682'TURNS LEFT.  (TURN LEFT AND GO WEST FOR 0.3 MILE TO A DRIVEWAY
 KG0682'INTO FARMYARD AND AZIMUTH MARK ON RIGHT AS DESCRIBED.) TURN
 KG0682'RIGHT AND GO EAST ON DIRT ROAD FOR 0.45 MILE TO TOP OF HILL AND
 KG0682'STATION ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0681 ***********************************************************************
 KG0681  DESIGNATION -  PORTIS MUNICIPAL TANK
 KG0681  PID         -  KG0681
 KG0681  STATE/COUNTY-  KS/OSBORNE
 KG0681  USGS QUAD   -  PORTIS (1961)
 KG0681
 KG0681                         *CURRENT SURVEY CONTROL
 KG0681  ___________________________________________________________________
 KG0681* NAD 83(1997)-  39 33 48.95532(N)    098 41 10.18415(W)     ADJUSTED  
 KG0681* NAVD 88     -                                                        
 KG0681  ___________________________________________________________________
 KG0681  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 KG0681  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 KG0681
 KG0681  HORZ ORDER  -  THIRD
 KG0681
 KG0681.The horizontal coordinates were established by classical geodetic methods
 KG0681.and adjusted by the National Geodetic Survey in October 1998..
 KG0681
 KG0681
 KG0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0681
 KG0681.The geoid height was determined by GEOID03.
 KG0681
 KG0681;                    North         East     Units Scale Factor Converg.
 KG0681;SPC KS N     -   136,799.292   341,036.893   MT  0.99997173   -0 26 02.9
 KG0681;UTM  14      - 4,379,369.798   526,958.876   MT  0.99960895   +0 11 59.6
 KG0681
 KG0681                          SUPERSEDED SURVEY CONTROL
 KG0681
 KG0681  NAD 83(1997)-  39 33 48.96238(N)    098 41 10.18520(W) AD(       ) 4
 KG0681  NAD 83(1986)-  39 33 48.96297(N)    098 41 10.18468(W) AD(       ) 4
 KG0681  NAD 27      -  39 33 48.92500(N)    098 41 08.92600(W) AD(       ) 3
 KG0681
 KG0681.Superseded values are not recommended for survey control.
 KG0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0681.See file dsdata.txt to determine how the superseded data were derived.
 KG0681
 KG0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ2695979370(NAD 83)
 KG0681_MARKER: 53 = ELEVATED TANK
 KG0681
 KG0681  HISTORY     - Date     Condition        Report By
 KG0681  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0681  HISTORY     - 1967     GOOD             CGS
 KG0681
 KG0681                          STATION DESCRIPTION
 KG0681
 KG0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0681'THE STATION IS LOCATED ON THE SUMMIT OF A LOW ELEVATION AT THE
 KG0681'EXTREME EAST EDGE OF THE TOWN OF PORTIS, AND 185 FEET FROM THE
 KG0681'EAST END OF A DEAD-END STREET.
 KG0681'
 KG0681'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 KG0681'AND HAS AN OVERALL HEIGHT OF 80 FEET.  THE LETTERS PORTIS ARE
 KG0681'PAINTED ON THE SOUTHWEST SIDE OF THE TANK.
 KG0681'
 KG0681'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 KG0681
 KG0681                          STATION RECOVERY (1967)
 KG0681
 KG0681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0681'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1332 ***********************************************************************
 HF1332  DESIGNATION -  PORTLAND
 HF1332  PID         -  HF1332
 HF1332  STATE/COUNTY-  KS/SUMNER
 HF1332  USGS QUAD   -  PORTLAND (1965)
 HF1332
 HF1332                         *CURRENT SURVEY CONTROL
 HF1332  ___________________________________________________________________
 HF1332* NAD 83(1997)-  37 03 29.32998(N)    097 18 14.12274(W)     ADJUSTED  
 HF1332* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 HF1332  ___________________________________________________________________
 HF1332  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 HF1332  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 HF1332
 HF1332  HORZ ORDER  -  SECOND
 HF1332
 HF1332.The horizontal coordinates were established by classical geodetic methods
 HF1332.and adjusted by the National Geodetic Survey in October 1998..
 HF1332
 HF1332.The orthometric height was scaled from a topographic map.
 HF1332
 HF1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1332
 HF1332.The geoid height was determined by GEOID03.
 HF1332
 HF1332;                    North         East     Units Scale Factor Converg.
 HF1332;SPC KS S     -   444,131.580   506,385.827   MT  1.00004753   +0 44 06.1
 HF1332;SPC OK N     -   228,593.499   661,915.334   MT  1.00006619   +0 24 38.8
 HF1332;SPC OK N     -   749,977.17  2,171,633.89   sFT  1.00006619   +0 24 38.8
 HF1332;UTM  14      - 4,102,668.159   650,801.355   MT  0.99988015   +1 01 20.2
 HF1332
 HF1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1332!SPC KS S     -   0.99994784  x   1.00004753  =   0.99999537
 HF1332!SPC OK N     -   0.99994784  x   1.00006619  =   1.00001403
 HF1332!UTM  14      -   0.99994784  x   0.99988015  =   0.99982799
 HF1332
 HF1332|---------------------------------------------------------------------|
 HF1332| PID    Reference Object                     Distance      Geod. Az  |
 HF1332|                                                           dddmmss.s |
 HF1332| CL6034 PORTLAND RM 1                        21.321 METERS 09140     |
 HF1332| CL6035 PORTLAND RM 2                        31.940 METERS 15214     |
 HF1332| GH0691 ATT MICROWAVE 6 MI SE S HAVEN       APPROX. 6.6 KM 1895335.7 |
 HF1332| CL6033 PORTLAND AZ MK                                     2610140.2 |
 HF1332|---------------------------------------------------------------------|
 HF1332
 HF1332                          SUPERSEDED SURVEY CONTROL
 HF1332
 HF1332  NAD 83(1997)-  37 03 29.33191(N)    097 18 14.12028(W) AD(       ) 2
 HF1332  NAD 83(1986)-  37 03 29.34040(N)    097 18 14.11369(W) AD(       ) 2
 HF1332  NAD 27      -  37 03 29.24250(N)    097 18 12.95535(W) AD(       ) 2
 HF1332
 HF1332.Superseded values are not recommended for survey control.
 HF1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1332.See file dsdata.txt to determine how the superseded data were derived.
 HF1332
 HF1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5080102668(NAD 83)
 HF1332_MARKER: DS = TRIANGULATION STATION DISK
 HF1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1332
 HF1332  HISTORY     - Date     Condition        Report By
 HF1332  HISTORY     - 1957     MONUMENTED       CGS
 HF1332
 HF1332                          STATION DESCRIPTION
 HF1332
 HF1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1332'STATION IS ABOUT 5-1/2 MILES EAST OF SOUTH HAVEN, 1-1/2 MILES
 HF1332'SOUTH AND 1/2 MILE EAST OF PORTLAND, NEAR SOUTH SIDE CENTER
 HF1332'OF SECTION 27, T 34 S, T 1 E, ON LAND OWNED BY MR. A.E.
 HF1332'OWEN OF OKLAHOMA CITY OKLA., AND OCCUPIED BY MR. WALLACE
 HF1332'W. WOLF.
 HF1332'
 HF1332'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 166 AND
 HF1332'177 AT THE NORTH EDGE OF SOUTH HAVEN BY GOING EAST ON U.S.
 HF1332'HIGHWAY 166 FOR 5 MILES TO CROSSROADS WHERE A GRAVEL ROAD
 HF1332'LEADS NORTH TO PORTLAND, (AZIMUTH MARK IS IN THE NORTHWEST
 HF1332'ANGLE OF THIS CROSSROAD) CONTINUE EAST ON THE HIGHWAY 0.4
 HF1332'MILE TO A FARM ENTRANCE DRIVE AND WHITE HOUSE ON THE LEFT,
 HF1332'TURN LEFT, NORTH, FOLLOW DRIVEWAY PASSING WEST OF THE HOUSE AND
 HF1332'EAST OF A SMALL CATTLE BARN 0.05 MILE TO THE STATION LOCATED
 HF1332'IMMEDIATELY BEYOND THE SMALL CATTLE BARN.
 HF1332'
 HF1332'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH SQUARE,
 HF1332'CONCRETE POSTS.
 HF1332'
 HF1332'STATION MARKS ARE STAMPED PORTLAND 1957 AND THE SURFACE
 HF1332'MARK IS FLUSH WITH THE GROUND.  IT IS 78 FEET NORTHEAST OF
 HF1332'THE NORTHEAST CORNER OF A BARN, 72 FEET WEST OF THE NORTHWEST
 HF1332'CORNER OF A GARAGE, 46 FEET NORTH OF THE NORTHWEST CORNER
 HF1332'OF THE SMALL CATTLE BARN AND 43 FEET NORTHWEST OF THE
 HF1332'NORTHWEST CORNER OF A SMALL GRANARY.  A 4 IN X 4 IN WHITE
 HF1332'WITNESS POST WAS SET 2 FEET NORTHWEST OF THE MARK.  THE
 HF1332'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HF1332'32 INCHES BELOW THE GROUND SURFACE.
 HF1332'
 HF1332'REFERENCE MARK 1 IS STAMPED PORTLAND NO 1 1957 AND PROJECTS
 HF1332'1 INCH.  IT IS 33 FEET NORTHEAST OF THE NORTHEAST CORNER
 HF1332'OF THE GRANARY, 22 FEET SOUTHWEST OF A FENCE CORNER, 12
 HF1332'FEET SOUTH OF A 14 INCH OAK TREE AND 2 FEET NORTHWEST OF THE
 HF1332'NORTHWEST CORNER OF THE GARAGE.
 HF1332'
 HF1332'REFERENCE MARK 2 IS STAMPED PORTLAND NO 2 1957 AND PROJECTS
 HF1332'1 INCH.  IT IS 37 FEET EAST OF THE SOUTHEAST CORNER OF THE
 HF1332'CATTLE BARN, 37 FEET EAST OF A WELL, 27 FEET NORTHEAST OF THE
 HF1332'NORTHWEST CORNER OF A CHICKEN HOUSE AND 15 FEET NORTHWEST
 HF1332'OF THE WEST SIDE OF A ROUND STEEL GRANARY.
 HF1332'
 HF1332'AZIMUTH MARK IS STAMPED PORTLAND 1957 AND PROJECTS 6 INCHES.
 HF1332'IT IS 120 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 37 FEET NORTH
 HF1332'OF THE CENTER OF THE HIGHWAY, 1 FOOT NORTHEAST OF A ROAD
 HF1332'RIGHT-OF-WAY FENCE CORNER AND 5 FEET NORTH OF A POWERLINE
 HF1332'POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 1 FOOT
 HF1332'SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1222 ***********************************************************************
 JF1222  DESIGNATION -  POST
 JF1222  PID         -  JF1222
 JF1222  STATE/COUNTY-  KS/SALINE
 JF1222  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1222
 JF1222                         *CURRENT SURVEY CONTROL
 JF1222  ___________________________________________________________________
 JF1222* NAD 83(1997)-  38 54 07.05330(N)    097 33 09.01254(W)     ADJUSTED  
 JF1222* NAVD 88     -       408.665  (meters)    1340.76   (feet)  ADJUSTED  
 JF1222  ___________________________________________________________________
 JF1222  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 JF1222  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 JF1222  DYNAMIC HT  -         408.397 (meters)    1339.88  (feet)  COMP
 JF1222  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 JF1222
 JF1222  HORZ ORDER  -  SECOND
 JF1222  VERT ORDER  -  SECOND    CLASS 0
 JF1222
 JF1222.The horizontal coordinates were established by classical geodetic methods
 JF1222.and adjusted by the National Geodetic Survey in October 1998..
 JF1222
 JF1222.The orthometric height was determined by differential leveling
 JF1222.and adjusted by the National Geodetic Survey in June 1991..
 JF1222
 JF1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1222
 JF1222.The geoid height was determined by GEOID03.
 JF1222
 JF1222.The dynamic height is computed by dividing the NAVD 88
 JF1222.geopotential number by the normal gravity value computed on the
 JF1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1222.degrees latitude (g = 980.6199 gals.).
 JF1222
 JF1222.The modeled gravity was interpolated from observed gravity values.
 JF1222
 JF1222;                    North         East     Units Scale Factor Converg.
 JF1222;SPC KS N     -    63,219.408   438,817.336   MT  0.99997527   +0 16 59.3
 JF1222;UTM  14      - 4,306,892.785   625,516.905   MT  0.99979400   +0 54 32.9
 JF1222
 JF1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1222!SPC KS N     -   0.99994024  x   0.99997527  =   0.99991551
 JF1222!UTM  14      -   0.99994024  x   0.99979400  =   0.99973425
 JF1222
 JF1222|---------------------------------------------------------------------|
 JF1222| PID    Reference Object                     Distance      Geod. Az  |
 JF1222|                                                           dddmmss.s |
 JF1222| JF1123 POST RM 1                             9.152 METERS 07015     |
 JF1222| JF1587 NEW CAMBRIA UP RR COMM TWR          APPROX. 3.0 KM 0742450.9 |
 JF1222| JF1121 POST RM 2                             9.019 METERS 24955     |
 JF1222| JF1616 VORTAC SALINA SLN                   APPROX. 6.9 KM 2514232.5 |
 JF1222| JF1589 SALINA SW BELL MICROWAVE            APPROX. 5.2 KM 3162457.4 |
 JF1222|---------------------------------------------------------------------|
 JF1222
 JF1222                          SUPERSEDED SURVEY CONTROL
 JF1222
 JF1222  NAD 83(1986)-  38 54 07.06403(N)    097 33 09.01317(W) AD(       ) 2
 JF1222  NAD 27      -  38 54 07.05934(N)    097 33 07.89571(W) AD(       ) 2
 JF1222  NGVD 29 (??/??/92)  408.571  (m)         1340.45   (f) ADJ UNCH    2 0
 JF1222
 JF1222.Superseded values are not recommended for survey control.
 JF1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1222.See file dsdata.txt to determine how the superseded data were derived.
 JF1222
 JF1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ2551706893(NAD 83)
 JF1222_MARKER: DE = TRAVERSE STATION DISK
 JF1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1222_STAMPING: POST 1970
 JF1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1222+STABILITY: SURFACE MOTION
 JF1222
 JF1222  HISTORY     - Date     Condition        Report By
 JF1222  HISTORY     - 1970     MONUMENTED       NGS
 JF1222  HISTORY     - 1970     GOOD             NGS
 JF1222
 JF1222                          STATION DESCRIPTION
 JF1222
 JF1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1222'STATION IS LOCATED ABOUT 4.0 MILES NORTH AND 3.0 MILES EAST OF
 JF1222'THE BUSINESS DISTRICT OF SALINA, ON THE SUMMIT OF A PROMINENT
 JF1222'RIDGE ALONG THE NORTH SIDE OF INTERSTATE 70 AND IS IN THE
 JF1222'SOUTHWEST QUARTER OF SECTION 21, T 13 S, R 2 W.
 JF1222'
 JF1222'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AND
 JF1222'U.S. HIGHWAY 81 IN THE NORTH END OF SALINA, GO EAST ON INTERSTATE
 JF1222'70 FOR 3.55 MILES TO THE STATION ON THE LEFT, (NORTH SIDE OF THE
 JF1222'INTERSTATE).
 JF1222'
 JF1222'STATION MARKS ARE STANDARD TRAVERSE DISKS, STAMPED POST 1970.
 JF1222'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 JF1222'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 JF1222'IT IS 10.4 FEET SOUTH OF A WITNESS POST SET IN RIGHT-OF-WAY
 JF1222'FENCE AND ABOUT 25 FEET HIGHER THAN THE HIGHWAY.  THE UNDERGROUND
 JF1222'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 JF1222'GROUND SURFACE.
 JF1222'
 JF1222'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED POST NO 1 1970,
 JF1222'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 JF1222'IS FLUSH WITH THE GROUND SURFACE.  IT IS 31.8 FEET SOUTHEAST
 JF1222'OF THE WITNESS POST AND 10.6 FEET SOUTH OF THE FENCE AND ABOUT
 JF1222'THE SAME ELEVATION AS THE STATION.
 JF1222'
 JF1222'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POST NO 2 1970, SET
 JF1222'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 JF1222'IS FLUSH WITH THE GROUND SURFACE.  IT IS 31.2 FEET SOUTHWEST
 JF1222'OF THE WITNESS POST, 10.0 FEET SOUTH OF THE FENCE AND ABOUT
 JF1222'THE SAME ELEVATION AS THE STATION.
 JF1222'
 JF1222'NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 JF1222'
 JF1222'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 JF1222
 JF1222                          STATION RECOVERY (1970)
 JF1222
 JF1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JF1222'3.7 MI E FROM SALINA.
 JF1222'ABOUT 3.7 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF1222'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, ON THE OUTSIDE AND NEAR
 JF1222'THE CENTER OF A LONG CURVE WITH TANGENTS EXTENDING WEST AND
 JF1222'SOUTHWEST, 150 1/2 FEET (SLOPE MEASUREMENT) NORTH OF THE CENTER
 JF1222'LINE OF THE WESTBOUND LANE OF THE HIGHWAY, ON ABOUT THE HIGHEST
 JF1222'POINT OF A 1/2-MILE-LONG HIGHWAY CUT, 10 1/2 FEET SOUTH OF THE
 JF1222'HIGHWAY RIGHT-OF-WAY FENCE LINE, 10.5 FEET SOUTH OF A METAL
 JF1222'WITNESS POST, ABOUT 45 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 JF1222'SET IN TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.  SECTION 21,
 JF1222'T 13 S, R 2 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1123 ***********************************************************************
 JF1123  DESIGNATION -  POST RM 1
 JF1123  PID         -  JF1123
 JF1123  STATE/COUNTY-  KS/SALINE
 JF1123  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1123
 JF1123                         *CURRENT SURVEY CONTROL
 JF1123  ___________________________________________________________________
 JF1123* NAD 83(1986)-  38 54 07.     (N)    097 33 08.     (W)     SCALED    
 JF1123* NAVD 88     -       408.599  (meters)    1340.55   (feet)  ADJUSTED  
 JF1123  ___________________________________________________________________
 JF1123  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1123  DYNAMIC HT  -         408.331 (meters)    1339.67  (feet)  COMP
 JF1123  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 JF1123
 JF1123  VERT ORDER  -  SECOND    CLASS 0
 JF1123
 JF1123.The horizontal coordinates were scaled from a topographic map and have
 JF1123.an estimated accuracy of +/- 6 seconds.
 JF1123
 JF1123.The orthometric height was determined by differential leveling
 JF1123.and adjusted by the National Geodetic Survey in June 1991..
 JF1123
 JF1123.The geoid height was determined by GEOID03.
 JF1123
 JF1123.The dynamic height is computed by dividing the NAVD 88
 JF1123.geopotential number by the normal gravity value computed on the
 JF1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1123.degrees latitude (g = 980.6199 gals.).
 JF1123
 JF1123.The modeled gravity was interpolated from observed gravity values.
 JF1123
 JF1123;                    North         East    Units  Estimated Accuracy
 JF1123;SPC KS N     -    63,220.      438,840.      MT  (+/- 180 meters Scaled)
 JF1123
 JF1123                          SUPERSEDED SURVEY CONTROL
 JF1123
 JF1123  NGVD 29 (??/??/92)  408.505  (m)         1340.24   (f) ADJ UNCH    2 0
 JF1123
 JF1123.Superseded values are not recommended for survey control.
 JF1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1123.See file dsdata.txt to determine how the superseded data were derived.
 JF1123
 JF1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ255068(NAD 83)
 JF1123_MARKER: DR = REFERENCE MARK DISK
 JF1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1123_STAMPING: POST NO 1 1970
 JF1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1123+STABILITY: SURFACE MOTION
 JF1123
 JF1123  HISTORY     - Date     Condition        Report By
 JF1123  HISTORY     - 1970     MONUMENTED       NGS
 JF1123
 JF1123                          STATION DESCRIPTION
 JF1123
 JF1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1123'3.7 MI E FROM SALINA.
 JF1123'ABOUT 3.7 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF1123'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, 150 1/2 FEET NORTH
 JF1123'(SLOPE MEASURMENT) OF THE CENTER LINE OF THE WESTBOUND LANE OF
 JF1123'THE HIGHWAY, 30.0 FEET EAST OF TRAVERSE STATION POST DESCRIBED,
 JF1123'10 1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, NEAR THE
 JF1123'HIGHEST POINT OF A 1/2-MILE-LONG HIGHWAY CUT, ABOUT 45 FEET
 JF1123'ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JF1123'POST PROJECTING 0.1 FOOT.  SECTION 21, T 13 S, R 2 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1121 ***********************************************************************
 JF1121  DESIGNATION -  POST RM 2
 JF1121  PID         -  JF1121
 JF1121  STATE/COUNTY-  KS/SALINE
 JF1121  USGS QUAD   -  NEW CAMBRIA (1978)
 JF1121
 JF1121                         *CURRENT SURVEY CONTROL
 JF1121  ___________________________________________________________________
 JF1121* NAD 83(1986)-  38 54 07.     (N)    097 33 08.     (W)     SCALED    
 JF1121* NAVD 88     -       408.688  (meters)    1340.84   (feet)  ADJUSTED  
 JF1121  ___________________________________________________________________
 JF1121  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 JF1121  DYNAMIC HT  -         408.419 (meters)    1339.95  (feet)  COMP
 JF1121  MODELED GRAV-     979,957.9   (mgal)                       NAVD 88
 JF1121
 JF1121  VERT ORDER  -  SECOND    CLASS 0
 JF1121
 JF1121.The horizontal coordinates were scaled from a topographic map and have
 JF1121.an estimated accuracy of +/- 6 seconds.
 JF1121
 JF1121.The orthometric height was determined by differential leveling
 JF1121.and adjusted by the National Geodetic Survey in June 1991..
 JF1121
 JF1121.The geoid height was determined by GEOID03.
 JF1121
 JF1121.The dynamic height is computed by dividing the NAVD 88
 JF1121.geopotential number by the normal gravity value computed on the
 JF1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1121.degrees latitude (g = 980.6199 gals.).
 JF1121
 JF1121.The modeled gravity was interpolated from observed gravity values.
 JF1121
 JF1121;                    North         East    Units  Estimated Accuracy
 JF1121;SPC KS N     -    63,220.      438,840.      MT  (+/- 180 meters Scaled)
 JF1121
 JF1121                          SUPERSEDED SURVEY CONTROL
 JF1121
 JF1121  NGVD 29 (??/??/92)  408.593  (m)         1340.53   (f) ADJ UNCH    2 0
 JF1121
 JF1121.Superseded values are not recommended for survey control.
 JF1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1121.See file dsdata.txt to determine how the superseded data were derived.
 JF1121
 JF1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ255068(NAD 83)
 JF1121_MARKER: DR = REFERENCE MARK DISK
 JF1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1121_STAMPING: POST NO 2 1970
 JF1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1121+STABILITY: SURFACE MOTION
 JF1121
 JF1121  HISTORY     - Date     Condition        Report By
 JF1121  HISTORY     - 1970     MONUMENTED       NGS
 JF1121
 JF1121                          STATION DESCRIPTION
 JF1121
 JF1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1121'3.7 MI E FROM SALINA.
 JF1121'ABOUT 3.7 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF1121'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, 150 1/2 FEET (SLOPE
 JF1121'MEASUREMENT) NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF
 JF1121'THE HIGHWAY, 29.5 FEET WEST OF TRAVERSE STATION POST DESCRIBED,
 JF1121'10 1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, NEAR THE
 JF1121'HIGHEST POINT OF A 1/2-MILE-LONG HIGHWAY CUT, ABOUT 45 FEET ABOVE
 JF1121'THE LEVEL OF THE HIGHWAY AND SET IN TOP OF A CONCRETE POST
 JF1121'PROJECTING 0.1 FOOT.  SECTION 21, T 13 S, R 2 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0047 ***********************************************************************
 KF0047  CBN         -  This is a Cooperative Base Network Control Station.
 KF0047  DESIGNATION -  POTT
 KF0047  PID         -  KF0047
 KF0047  STATE/COUNTY-  KS/WABAUNSEE
 KF0047  USGS QUAD   -  ALMA (1978)
 KF0047
 KF0047                         *CURRENT SURVEY CONTROL
 KF0047  ___________________________________________________________________
 KF0047* NAD 83(1997)-  39 03 56.74736(N)    096 17 19.59658(W)     ADJUSTED  
 KF0047* NAVD 88     -       371.001  (meters)    1217.19   (feet)  ADJUSTED  
 KF0047  ___________________________________________________________________
 KF0047  X           -    -543,206.275 (meters)                     COMP
 KF0047  Y           -  -4,929,152.938 (meters)                     COMP
 KF0047  Z           -   3,998,202.811 (meters)                     COMP
 KF0047  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 KF0047  ELLIP HEIGHT-         340.62  (meters)          (08/16/04) GPS OBS
 KF0047  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 KF0047  DYNAMIC HT  -         370.753 (meters)    1216.38  (feet)  COMP
 KF0047  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 KF0047
 KF0047  HORZ ORDER  -  B
 KF0047  VERT ORDER  -  SECOND    CLASS 0
 KF0047  ELLP ORDER  -  FOURTH    CLASS II
 KF0047
 KF0047.The horizontal coordinates were established by GPS observations
 KF0047.and adjusted by the National Geodetic Survey in December 1997..
 KF0047
 KF0047.The orthometric height was determined by differential leveling
 KF0047.and adjusted by the National Geodetic Survey in June 1991..
 KF0047
 KF0047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0047
 KF0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0047
 KF0047.The ellipsoidal height was determined by GPS observations
 KF0047.and is referenced to NAD 83.
 KF0047
 KF0047.The geoid height was determined by GEOID03.
 KF0047
 KF0047.The dynamic height is computed by dividing the NAVD 88
 KF0047.geopotential number by the normal gravity value computed on the
 KF0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0047.degrees latitude (g = 980.6199 gals.).
 KF0047
 KF0047.The modeled gravity was interpolated from observed gravity values.
 KF0047
 KF0047;                    North         East     Units Scale Factor Converg.
 KF0047;SPC KS N     -    82,706.856   548,085.354   MT  0.99996203   +1 04 57.8
 KF0047;UTM  14      - 4,327,573.501   734,570.283   MT  1.00027757   +1 42 33.9
 KF0047
 KF0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0047!SPC KS N     -   0.99994656  x   0.99996203  =   0.99990859
 KF0047!UTM  14      -   0.99994656  x   1.00027757  =   1.00022412
 KF0047
 KF0047:                Primary Azimuth Mark                     Grid Az
 KF0047:SPC KS N     -  MCFARLAND WESTERN UNION W TWR            033 59 36.6
 KF0047:UTM  14      -  MCFARLAND WESTERN UNION W TWR            033 22 00.5
 KF0047
 KF0047|---------------------------------------------------------------------|
 KF0047| PID    Reference Object                     Distance      Geod. Az  |
 KF0047|                                                           dddmmss.s |
 KF0047| KF1025 MCFARLAND WESTERN UNION W TWR       APPROX. 6.7 KM 0350434.4 |
 KF0047| KF1037 ALMA MUN TANK                       APPROX. 5.1 KM 1823900.6 |
 KF0047| KF0165 R 343                                 8.158 METERS 19622     |
 KF0047| KF0048 POTT RM 1                             7.190 METERS 34053     |
 KF0047|---------------------------------------------------------------------|
 KF0047
 KF0047                          SUPERSEDED SURVEY CONTROL
 KF0047
 KF0047  ELLIP H (12/22/97)  340.62   (m)                       GP(       ) 4 1
 KF0047  NAD 83(1986)-  39 03 56.75340(N)    096 17 19.59225(W) AD(       ) 2
 KF0047  NAD 27      -  39 03 56.76158(N)    096 17 18.60802(W) AD(       ) 2
 KF0047  NAVD 88 (12/22/97)  371.00   (m)         1217.2    (f) LEVELING    3  
 KF0047  NGVD 29 (??/??/92)  370.866  (m)         1216.75   (f) ADJ UNCH    2 0
 KF0047
 KF0047.Superseded values are not recommended for survey control.
 KF0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0047.See file dsdata.txt to determine how the superseded data were derived.
 KF0047
 KF0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3457027574(NAD 83)
 KF0047_MARKER: DE = TRAVERSE STATION DISK
 KF0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0047_STAMPING: POTT 1970
 KF0047_MARK LOGO: CGS   
 KF0047_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0047+STABILITY: SURFACE MOTION
 KF0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0047+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1997
 KF0047
 KF0047  HISTORY     - Date     Condition        Report By
 KF0047  HISTORY     - 1970     MONUMENTED       NGS
 KF0047  HISTORY     - 1970     GOOD             NGS
 KF0047  HISTORY     - 19970306 GOOD             NGS
 KF0047
 KF0047                          STATION DESCRIPTION
 KF0047
 KF0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0047'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF WAMEGO AND 3 MILES
 KF0047'NORTH OF ALMA NEAR THE CENTER OF SECTION 27, T11S, R10E.
 KF0047'
 KF0047'TO REACH THE STATION FROM THE POST OFFICE IN WAMEGO, PROCEED EAST
 KF0047'FROM THE POST OFFICE ALONG A PAVED ROAD FOR .05 MILES TO STATE
 KF0047'HIGHWAY 99 (LINCOLN STREET), TURNING RIGHT AT THIS POINT AND
 KF0047'GOING SOUTH FOR AN ADDITIONAL 9.45 MILES TO THE INTERCHANGE OF
 KF0047'STATE HIGHWAY 99 AND INTERSTATE HIGHWAY 70 AND THE STATION ON
 KF0047'THE LEFT NEAR THE CENTER OF THE GRASS MEDIAN.
 KF0047'
 KF0047'THE STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED POTT 1970.
 KF0047'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0047'CONCRETE MONUMENT WHICH IS FLUSH WITH THE TERRAIN.  IT IS LOCATED
 KF0047'74 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 99, 45 FEET
 KF0047'NORTH OF THE CENTERLINE OF THE EAST-BOUND LANES OF INTERSTATE
 KF0047'HIGHWAY 70, 42 FEET SOUTH OF THE CENTERLINE OF THE WEST-BOUND
 KF0047'LANES OF INTERSTATE HIGHWAY 70 AND 3.0 FEET EAST OF A METAL
 KF0047'GUARD RAIL.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 KF0047'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 KF0047'SURFACE.
 KF0047'
 KF0047'REFERENCE MARK 1, A STANDARD DISK STAMPED POTT NO 1 1970, IS
 KF0047'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST WINGWALL OF THE BRIDGE
 KF0047'SERVING THE WEST-BOUND LANES OF INTERSTATE HIGHWAY 70.  IT IS
 KF0047'19.5 FEET SOUTH OF THE CENTERLINE OF THE WEST-BOUND LANES OF
 KF0047'INTERSTATE HIGHWAY 70 AND 5.6 FEET NORTHWEST OF THE END OF THE
 KF0047'METAL GUARD RAIL.
 KF0047'
 KF0047'BM R 343 IS A STANDARD BENCH MARK CEMENTED IN A DRILL HOLE IN
 KF0047'THE NORTHEAST WINGWALL OF THE BRIDGE SERVING THE EAST-BOUND LANES
 KF0047'OF INTERSTATE HIGHWAY 70.  IT IS 20 FEET NORTH OF THE CENTERLINE
 KF0047'OF THE EAST-BOUND LANES OF INTERSTATE HIGHWAY 70 AND 5.5 FEET
 KF0047'SOUTHWEST OF THE END OF THE METAL GUARD RAIL.
 KF0047'
 KF0047'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
 KF0047
 KF0047                          STATION RECOVERY (1970)
 KF0047
 KF0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0047'AT ALMA.
 KF0047'AT ALMA, ON THE MEDIAN AT THE EAST END OF INTERSTATE HIGHWAY 70
 KF0047'OVERPASSES FOR STATE HIGHWAY 99, 42 FEET SOUTH OF THE CENTER
 KF0047'LINE OF THE NORTH LANES OF THE HIGHWAY, 2.7 FEET EAST OF A
 KF0047'METAL GUARDRAIL, 26.8 FEET NORTH OF BENCH MARK R 343 WHICH IS
 KF0047'USED AS RM 2, 23.6 FEET SOUTHEAST OF RM 1, ABOUT LEVEL WITH THE
 KF0047'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KF0047'0.1 FOOT.  SECTION 27, T 11S, R 10 E NOTE-- THIS MARK IS 3.9
 KF0047'MILES NORTH ALONG STATE HIGHWAY 99 FROM THE CITY HALL AT ALMA.
 KF0047
 KF0047                          STATION RECOVERY (1997)
 KF0047
 KF0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KF0047'THE STATION IS LOCATED ABOUT 51.5 KM (32.00 MI) WEST OF TOPEKA, 14.5
 KF0047'KM (9.00 MI) SOUTH OF WAMEGO, 4.8 KM (3.00 MI) NORTH OF ALMA, AT THE
 KF0047'INTERCHANGE OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 99 (EXIT 328),
 KF0047'AND NEAR THE CENTER OF SECTION 27, T 11 S, R 10 E.  OWNERSHIP--KANSAS
 KF0047'DEPARTMENT OF TRANSPORTATION, HIGHWAY RIGHT-OF-WAY.  THE STATION IS A
 KF0047'STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND CONCRETE MONUMENT
 KF0047'FLUSH WITH GROUND.  LOCATED IN THE MEDIAN AT THE EAST SIDE OF THE
 KF0047'EASTBOUND-WESTBOUND INTERSTATE HIGHWAY 70 OVERPASS BRIDGES OVER STATE
 KF0047'HIGHWAY 99, 13.72 M (45.01 FT) NORTH FROM THE CENTER OF THE EASTBOUND
 KF0047'LANES, 12.80 M (41.99 FT) SOUTH FROM THE CENTER OF THE WESTBOUND LANES
 KF0047'AND 0.73 M (2.40 FT) EAST FROM A FIBERGLASS WITNESS POST AND METAL
 KF0047'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0048 ***********************************************************************
 KF0048  DESIGNATION -  POTT RM 1
 KF0048  PID         -  KF0048
 KF0048  STATE/COUNTY-  KS/WABAUNSEE
 KF0048  USGS QUAD   -  ALMA (1978)
 KF0048
 KF0048                         *CURRENT SURVEY CONTROL
 KF0048  ___________________________________________________________________
 KF0048* NAD 83(1986)-  39 03 56.     (N)    096 17 19.     (W)     SCALED    
 KF0048* NAVD 88     -       370.904  (meters)    1216.87   (feet)  ADJUSTED  
 KF0048  ___________________________________________________________________
 KF0048  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 KF0048  DYNAMIC HT  -         370.657 (meters)    1216.06  (feet)  COMP
 KF0048  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 KF0048
 KF0048  VERT ORDER  -  SECOND    CLASS 0
 KF0048
 KF0048.The horizontal coordinates were scaled from a topographic map and have
 KF0048.an estimated accuracy of +/- 6 seconds.
 KF0048
 KF0048.The orthometric height was determined by differential leveling
 KF0048.and adjusted by the National Geodetic Survey in June 1991..
 KF0048
 KF0048.The geoid height was determined by GEOID03.
 KF0048
 KF0048.The dynamic height is computed by dividing the NAVD 88
 KF0048.geopotential number by the normal gravity value computed on the
 KF0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0048.degrees latitude (g = 980.6199 gals.).
 KF0048
 KF0048.The modeled gravity was interpolated from observed gravity values.
 KF0048
 KF0048;                    North         East    Units  Estimated Accuracy
 KF0048;SPC KS N     -    82,680.      548,100.      MT  (+/- 180 meters Scaled)
 KF0048
 KF0048                          SUPERSEDED SURVEY CONTROL
 KF0048
 KF0048  NGVD 29 (??/??/92)  370.769  (m)         1216.43   (f) ADJ UNCH    2 0
 KF0048
 KF0048.Superseded values are not recommended for survey control.
 KF0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0048.See file dsdata.txt to determine how the superseded data were derived.
 KF0048
 KF0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ345275(NAD 83)
 KF0048_MARKER: DR = REFERENCE MARK DISK
 KF0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0048_SP_SET: ABUTMENT
 KF0048_STAMPING: POTT NO 1 1970
 KF0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0048
 KF0048  HISTORY     - Date     Condition        Report By
 KF0048  HISTORY     - 1970     MONUMENTED       NGS
 KF0048
 KF0048                          STATION DESCRIPTION
 KF0048
 KF0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0048'AT ALMA.
 KF0048'AT ALMA, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 KF0048'ABUTMENT OF THE MORE NORTHERLY OF TWO INTERSTATE HIGHWAY 70
 KF0048'OVERPASSES FOR STATE HIGHWAY 99, 20 FEET SOUTH OF THE CENTER LINE
 KF0048'OF THE NORTH LANES OF THE HIGHWAY, 23.6 FEET NORTHWEST OF THE
 KF0048'STATION MARK, AND ABOUT LEVEL WITH THE HIGHWAY.  SECTION 27,
 KF0048'T 11S, R 10 E NOTE-- THIS MARK IS 3.9 MILES NORTH ALONG STATE
 KF0048'HIGHWAY 99 FROM THE CITY HALL AT ALMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1719 ***********************************************************************
 JE1719  DESIGNATION -  POTTA
 JE1719  PID         -  JE1719
 JE1719  STATE/COUNTY-  KS/ANDERSON
 JE1719  USGS QUAD   -  GARNETT WEST (1983)
 JE1719
 JE1719                         *CURRENT SURVEY CONTROL
 JE1719  ___________________________________________________________________
 JE1719* NAD 83(1997)-  38 19 55.83570(N)    095 15 02.06810(W)     ADJUSTED  
 JE1719* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 JE1719  ___________________________________________________________________
 JE1719  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JE1719  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 JE1719
 JE1719  HORZ ORDER  -  THIRD
 JE1719
 JE1719.The horizontal coordinates were established by classical geodetic methods
 JE1719.and adjusted by the National Geodetic Survey in October 1998..
 JE1719
 JE1719.The orthometric height was scaled from a topographic map.
 JE1719
 JE1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1719
 JE1719.The geoid height was determined by GEOID03.
 JE1719
 JE1719;                    North         East     Units Scale Factor Converg.
 JE1719;SPC KS S     -   589,799.759   684,044.565   MT  0.99996203   +1 59 48.7
 JE1719;UTM  15      - 4,245,068.602   303,288.401   MT  1.00007657   -1 23 46.7
 JE1719
 JE1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1719!SPC KS S     -   0.99995723  x   0.99996203  =   0.99991926
 JE1719!UTM  15      -   0.99995723  x   1.00007657  =   1.00003380
 JE1719
 JE1719:                Primary Azimuth Mark                     Grid Az
 JE1719:SPC KS S     -  SCIPIO ST BONIFIOUS CH SPIRE             035 56 35.2
 JE1719:UTM  15      -  SCIPIO ST BONIFIOUS CH SPIRE             039 20 10.6
 JE1719
 JE1719|---------------------------------------------------------------------|
 JE1719| PID    Reference Object                     Distance      Geod. Az  |
 JE1719|                                                           dddmmss.s |
 JE1719| JE1693 SCIPIO ST BONIFIOUS CH SPIRE        APPROX. 4.7 KM 0375623.9 |
 JE1719| CL6036 POTTA AZ MK                                        1635930.6 |
 JE1719| CL6037 POTTA RM 1                           23.768 METERS 20152     |
 JE1719| CL6038 POTTA RM 2                           17.334 METERS 30329     |
 JE1719|---------------------------------------------------------------------|
 JE1719
 JE1719                          SUPERSEDED SURVEY CONTROL
 JE1719
 JE1719  NAD 83(1986)-  38 19 55.84201(N)    095 15 02.06697(W) AD(       ) 3
 JE1719  NAD 27      -  38 19 55.77300(N)    095 15 01.15600(W) AD(       ) 3
 JE1719
 JE1719.Superseded values are not recommended for survey control.
 JE1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1719.See file dsdata.txt to determine how the superseded data were derived.
 JE1719
 JE1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0328845069(NAD 83)
 JE1719_MARKER: DS = TRIANGULATION STATION DISK
 JE1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1719
 JE1719  HISTORY     - Date     Condition        Report By
 JE1719  HISTORY     - 1948     MONUMENTED       CGS
 JE1719  HISTORY     - 1970     GOOD             NGS
 JE1719
 JE1719                          STATION DESCRIPTION
 JE1719
 JE1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1719'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF GARNETT ON LAND
 JE1719'OWNED BY MR. R.H. WARE.  IT IS 76 FEET NORTH-NORTHWEST OF A
 JE1719'FENCE CORNER, 14 FEET WEST OF THE NORTH-SOUTH FENCE LINE, 53
 JE1719'FEET SOUTH-SOUTHWEST OF A FENCE CORNER AT THE SOUTH END OF A
 JE1719'GATE AND 94 FEET SOUTH OF THE SOUTH EDGE OF A BLUFF OVERLOOKING
 JE1719'POTTAWATOMIE CREEK.  IT IS STAMPED POTTA 1948 AND PROJECTS 3
 JE1719'INCHES.
 JE1719'
 JE1719'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE
 JE1719'AND 55.5 FEET WEST OF A FENCE CORNER.  IT IS STAMPED POTTA NO 1
 JE1719'1948 AND PROJECTS 5 INCHES.
 JE1719'
 JE1719'REFERENCE MARK NO. 2 IS 62 FEET WEST OF A NORTH-SOUTH FENCE LINE
 JE1719'AND 49 FEET SOUTH OF THE SOUTH EDGE OF THE BLUFF.  IT IS SET
 JE1719'IN A DRILL HOLE IN BEDROCK AND IS STAMPED POTTA NO 2 1948.
 JE1719'
 JE1719'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF U.S. HIGHWAY 59,
 JE1719'1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, 3 FEET NORTH OF A
 JE1719'WITNESS POST AND 48 FEET SOUTH OF A POWER LINE POLE.  IT IS STAMPED
 JE1719'POTTA 1948 AND PROJECTS 4 INCHES.
 JE1719'
 JE1719'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 59 AND STATE
 JE1719'HIGHWAY 31 IN GARNETT, GO NORTH ON U.S. HIGHWAY 59 FOR 3.35
 JE1719'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 JE1719'ON U.S. HIGHWAY 59 FOR 0.25 MILE TO A SIDEROAD LEFT LEADING TO
 JE1719'MR. WARES HOUSE, TURN LEFT AND FOLLOW ROAD TO THE HOUSE, GO
 JE1719'THROUGH THE YARD TO A WOODEN GATE JUST WEST OF THE BARN.  GO
 JE1719'THROUGH THE WOODEN GATE, TURN SHARP LEFT AND GO 50 YARDS TO THE
 JE1719'FENCE CORNER AND THE STATION AS DESCRIBED.
 JE1719'
 JE1719'A 74 FOOT SIGNAL AT STATION GLENLOCK IS VISIBLE AT 15 FEET.
 JE1719'
 JE1719'A 74 FOOT SIGNAL AT STATION WATOMIE IS VISIBLE AT 30 FEET.
 JE1719'
 JE1719'A 74 FOOT SIGNAL AT STATION BEACON R IS VISIBLE AT 30 FEET.
 JE1719'
 JE1719'A 74 FOOT SIGNAL AT STATION GARNETT IS VISIBLE AT 10 FEET.
 JE1719'
 JE1719'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1719
 JE1719                          STATION RECOVERY (1970)
 JE1719
 JE1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1719'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JE1719'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN
 JE1719'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY
 JE1719'EXCEPT FOR THE AZIMUTH MARK IS NOW ALONG OLD U.S. HIGHWAY 59 WHICH
 JE1719'IS NOW ABOUT 150 FEET EAST OF THE NEW HIGHWAY.  A METAL WITNESS
 JE1719'POST WAS SET 1 FOOT SOUTH OF THE AZIMUTH MARK.
 JE1719'
 JE1719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 JE1719'NORTH OF GARNETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1074 ***********************************************************************
 KF1074  DESIGNATION -  POTTAWA
 KF1074  PID         -  KF1074
 KF1074  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1074  USGS QUAD   -  MANHATTAN (1991)
 KF1074
 KF1074                         *CURRENT SURVEY CONTROL
 KF1074  ___________________________________________________________________
 KF1074* NAD 83(1997)-  39 11 11.89035(N)    096 32 55.24452(W)     ADJUSTED  
 KF1074* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 KF1074  ___________________________________________________________________
 KF1074  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 KF1074  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 KF1074
 KF1074  HORZ ORDER  -  SECOND
 KF1074
 KF1074.The horizontal coordinates were established by classical geodetic methods
 KF1074.and adjusted by the National Geodetic Survey in October 1998..
 KF1074
 KF1074.The orthometric height was scaled from a topographic map.
 KF1074
 KF1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1074
 KF1074.The geoid height was determined by GEOID03.
 KF1074
 KF1074;                    North         East     Units Scale Factor Converg.
 KF1074;SPC KS N     -    95,730.913   525,381.060   MT  0.99995747   +0 55 05.8
 KF1074;UTM  14      - 4,340,350.774   711,718.569   MT  1.00015196   +1 32 58.0
 KF1074
 KF1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1074!SPC KS N     -   0.99995637  x   0.99995747  =   0.99991384
 KF1074!UTM  14      -   0.99995637  x   1.00015196  =   1.00010832
 KF1074
 KF1074|---------------------------------------------------------------------|
 KF1074| PID    Reference Object                     Distance      Geod. Az  |
 KF1074|                                                           dddmmss.s |
 KF1074| CL8189 POTTAWA RM 1                         14.441 METERS 08358     |
 KF1074| CL8190 POTTAWA RM 2                         18.030 METERS 18805     |
 KF1074| CL8188 POTTAWA AZ MK                                      2151434.3 |
 KF1074| KF1072 MANHATTAN HOTEL WAREHAM FLAG        APPROX. 1.4 KM 2364934.1 |
 KF1074| KF1073 MANHATTAN MUNICIPAL STANDPIPE       APPROX. 3.5 KM 2600313.9 |
 KF1074| KF1071 MANHATTAN ST UNIV N RADIO MAST      APPROX. 2.8 KM 2703338.8 |
 KF1074| KF1057 MANHATTAN KANS AGRI COLL STACK      APPROX. 3.0 KM 2783419.1 |
 KF1074|---------------------------------------------------------------------|
 KF1074
 KF1074                          SUPERSEDED SURVEY CONTROL
 KF1074
 KF1074  NAD 83(1986)-  39 11 11.89647(N)    096 32 55.24185(W) AD(       ) 2
 KF1074  NAD 27      -  39 11 11.91500(N)    096 32 54.22800(W) AD(       ) 2
 KF1074
 KF1074.Superseded values are not recommended for survey control.
 KF1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1074.See file dsdata.txt to determine how the superseded data were derived.
 KF1074
 KF1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1171940351(NAD 83)
 KF1074_MARKER: DS = TRIANGULATION STATION DISK
 KF1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1074
 KF1074  HISTORY     - Date     Condition        Report By
 KF1074  HISTORY     - 1947     MONUMENTED       CGS
 KF1074
 KF1074                          STATION DESCRIPTION
 KF1074
 KF1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1074'THE STATION IS LOCATED ABOUT 1 MILE EAST OF MANHATTAN AT THE
 KF1074'SOUTHEAST CORNER OF THE POTTAWATOMIE AIRPORT.  IT IS 95 FEET
 KF1074'NORTHWEST OF THE WEST CORNER OF A HOUSE THAT FACES U.S. HIGHWAY
 KF1074'40, 14 FEET NORTHWEST OF A TWIN FORKED TREE AND 3 FEET NORTH OF
 KF1074'A 4-INCH SQUARE WOODEN WITNESS POST, PAINTED WHITE, AND
 KF1074'PROJECTING 2 FEET.  IT IS STAMPED POTTAWA 1947 AND IS FLUSH WITH
 KF1074'THE SURFACE OF THE GROUND.
 KF1074'
 KF1074'REFERENCE MARK NO. 1 IS SET IN A DRILL HOLE AT THE SOUTHWEST
 KF1074'CORNER OF THE CONCRETE SLAB ON THE WEST SIDE OF A TILE BUILDING.
 KF1074'IT IS 28 FEET WEST OF THE SOUTHWEST CORNER OF THE HANGAR AND 39
 KF1074'FEET NORTHEAST OF A TWIN FORKED TREE.  IT IS STAMPED POTTAWA NO
 KF1074'1 1947 AND IS FLUSH WITH THE SURFACE OF THE CONCRETE.
 KF1074'
 KF1074'REFERENCE MARK NO. 2 IS IN THE YARD SOUTH OF THE FLYING FIELD,
 KF1074'73 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE AND 10.5 FEET
 KF1074'NORTHEAST OF A LONE TREE.  IT IS STAMPED POTTAWA NO 2 1947 AND IS
 KF1074'FLUSH WITH THE SURFACE OF THE GROUND.
 KF1074'
 KF1074'AZIMUTH MARK IS ON THE RIGHT-OF-WAY 36 FEET SOUTH OF THE CENTER
 KF1074'OF U.S. HIGHWAY 40 AND 23 FEET NORTH OF THE NORTH RAIL OF THE
 KF1074'RAILROAD TRACKS.  IT IS 1 FOOT SOUTH OF A FENCE LINE, 5.5 FEET
 KF1074'NORTHEAST OF A TELEPHONE POLE AND 2.5 FEET EAST OF A 4-INCH
 KF1074'SQUARE WOODEN WITNESS POST, PAINTED WHITE, AND PROJECTING 2.5
 KF1074'FEET.  IT IS STAMPED POTTAWA 1947 AND PROJECTS 6 INCHES.
 KF1074'
 KF1074'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE ROUTE
 KF1074'13 IN MANHATTAN, GO EAST ON U.S. 40 FOR 0.65 MILE TO THE AZIMUTH
 KF1074'MARK ON THE RIGHT, CONTINUE EAST FOR 0.3 MILE TO THE POTTAWATOMIE
 KF1074'AIRPORT ON THE LEFT AND THE STATION AS DESCRIBED.
 KF1074'
 KF1074'A 4 FOOT SIGNAL AT SCHULTZ IS VISIBLE AT 37 FEET.
 KF1074'
 KF1074'A 47 FOOT SIGNAL AT MANHATTAN IS VISIBLE FROM THE GROUND.
 KF1074'
 KF1074'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0705 ***********************************************************************
 KH0705  DESIGNATION -  POTTER
 KH0705  PID         -  KH0705
 KH0705  STATE/COUNTY-  KS/CHEYENNE
 KH0705  USGS QUAD   -  HEINZELMAN CANYON (1976)
 KH0705
 KH0705                         *CURRENT SURVEY CONTROL
 KH0705  ___________________________________________________________________
 KH0705* NAD 83(1997)-  39 59 50.61025(N)    101 40 42.49041(W)     ADJUSTED  
 KH0705* NAVD 88     -      1021.     (meters)    3350.     (feet)  SCALED    
 KH0705  ___________________________________________________________________
 KH0705  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 KH0705  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 KH0705
 KH0705  HORZ ORDER  -  FIRST
 KH0705
 KH0705.The horizontal coordinates were established by classical geodetic methods
 KH0705.and adjusted by the National Geodetic Survey in October 1998..
 KH0705
 KH0705.The orthometric height was scaled from a topographic map.
 KH0705
 KH0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0705
 KH0705.The geoid height was determined by GEOID03.
 KH0705
 KH0705;                    North         East     Units Scale Factor Converg.
 KH0705;SPC KS N     -   191,119.783    85,942.620   MT  1.00004174   -2 19 38.7
 KH0705;SPC NE       -    19,607.915   356,672.392   MT  1.00000118   -1 06 44.3
 KH0705;UTM  14      - 4,430,904.376   271,343.306   MT  1.00024369   -1 43 20.4
 KH0705
 KH0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0705!SPC KS N     -   0.99984342  x   1.00004174  =   0.99988515
 KH0705!SPC NE       -   0.99984342  x   1.00000118  =   0.99984460
 KH0705!UTM  14      -   0.99984342  x   1.00024369  =   1.00008707
 KH0705
 KH0705:                Primary Azimuth Mark                     Grid Az
 KH0705:SPC KS N     -  BENKELMAN MUNICIPAL STANDPIPE            066 05 55.2
 KH0705:SPC NE       -  BENKELMAN MUNICIPAL STANDPIPE            064 53 00.8
 KH0705:UTM  14      -  BENKELMAN MUNICIPAL STANDPIPE            065 29 36.9
 KH0705
 KH0705|---------------------------------------------------------------------|
 KH0705| PID    Reference Object                     Distance      Geod. Az  |
 KH0705|                                                           dddmmss.s |
 KH0705| LJ0499 BENKELMAN MUNICIPAL STANDPIPE       APPROX.13.2 KM 0634616.5 |
 KH0705| CP8419 POTTER RM 1                          39.063 METERS 12532     |
 KH0705| CP8420 POTTER RM 2                          27.068 METERS 20112     |
 KH0705| CP8418 POTTER AZ MK                                       2310154.6 |
 KH0705|---------------------------------------------------------------------|
 KH0705
 KH0705                          SUPERSEDED SURVEY CONTROL
 KH0705
 KH0705  NAD 83(1997)-  39 59 50.61027(N)    101 40 42.49046(W) AD(       ) 1
 KH0705  NAD 83(1986)-  39 59 50.60965(N)    101 40 42.49118(W) AD(       ) 1
 KH0705  NAD 27      -  39 59 50.63400(N)    101 40 40.87900(W) AD(       ) 1
 KH0705
 KH0705.Superseded values are not recommended for survey control.
 KH0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0705.See file dsdata.txt to determine how the superseded data were derived.
 KH0705
 KH0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK7134330904(NAD 83)
 KH0705_MARKER: DS = TRIANGULATION STATION DISK
 KH0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0705
 KH0705  HISTORY     - Date     Condition        Report By
 KH0705  HISTORY     - 1935     MONUMENTED       CGS
 KH0705  HISTORY     - 1951     GOOD             CGS
 KH0705
 KH0705                          STATION DESCRIPTION
 KH0705
 KH0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 KH0705'STATION LIES 3 MILES SOUTH AND 2-1/2 MILES EAST OF PARKS,
 KH0705'NEBRASKA, ON THE BLUFFS SOUTH OF THE NORTH FORK REPUBLICAN RIVER,
 KH0705'ON THE TIP OF A SPUR JUTTING TO THE NORTHWEST, THE HIGHEST
 KH0705'POINT IN THE NEAR VICINITY.  STATION IS AT THE NORTH EDGE OF
 KH0705'A CULTIVATED FIELD BELONGING TO MR. POTTER AND IS IN THE
 KH0705'NORTHEAST QUARTER OF SEC. 3, T. 1 S., R. 39 W.  STATION IS
 KH0705'10 YARDS SOUTH OF EDGE OF BLUFF, 12 YARDS WEST OF BLUFF,
 KH0705'50 YARDS NORTH OF AN EAST-WEST FENCE, AND PROJECTS 7 INCHES.
 KH0705'
 KH0705'REFERENCE MARK NO. 1 IS EAST OF STATION, AND
 KH0705'PROJECTS 4 INCHES.
 KH0705'
 KH0705'REFERENCE MARK NO. 2 IS SOUTH OF STATION, AND
 KH0705'PROJECTS 4 INCHES.
 KH0705'
 KH0705'AZIMUTH MARK IS SOUTHWEST OF STATION, 4 FEET
 KH0705'SOUTH OF A FENCE, 30 FEET SOUTH OF CENTER OF CATTLEGUARD,
 KH0705'AND PROJECTS 6 INCHES.
 KH0705'
 KH0705'ALL OBJECTS ARE VISIBLE FROM GROUND.  A 4-FOOT STAND WAS
 KH0705'USED.
 KH0705'
 KH0705'STATION IS REACHED FROM PARKS BY DRIVING WESTERLY ON NEBRASKA
 KH0705'STATE HIGHWAY 3 FOR 1.7 MILES, 100 YARDS AFTER CROSSING RIVER,
 KH0705'TURN LEFT (SOUTH) OFF HIGHWAY FOR 0.1 MILE, TURN LEFT (EAST)
 KH0705'0.2 MILE ON GRADED EAST-WEST ROAD, TURN RIGHT (SOUTH) UP
 KH0705'DRAW ON MAIN GRADED ROAD FOR 3.8 MILES, CONTINUE SOUTH 0.7 MILE
 KH0705'TO SECTION-LINE CROSSROADS, TURN LEFT (EAST) ON SECTION-LINE
 KH0705'ROAD FOR 1.8 MILES, TURN LEFT (NORTH) ON SECTION-LINE ROAD
 KH0705'FOR 0.4 MILE, TURN RIGHT (EAST) ON SECTION-LINE ROAD FOR
 KH0705'1.0 MILE, TURN LEFT (NORTH) FOR 0.4 MILE, TURN RIGHT (EAST)
 KH0705'FOR 1.0 MILE, TURN LEFT (NORTH) FOR 0.4 MILE, TURN LEFT
 KH0705'(WEST) FOR 0.3 MILE, PASS THROUGH GATE TURNING RIGHT (NORTH)
 KH0705'FOR 0.2 MILE TO STATION.
 KH0705
 KH0705                          STATION RECOVERY (1951)
 KH0705
 KH0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0705'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 KH0705'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN EXCELLENT
 KH0705'CONDITION.
 KH0705'
 KH0705'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 KH0705'
 KH0705'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTH AND 2.5 MILES
 KH0705'EAST OF PARKS, NEBRASKA ON THE HIGHEST POINT OF A RIDGE NEAR
 KH0705'THE NORTH EDGE OF THE POINT OF A BLUFF, 201 FEET
 KH0705'NORTH-NORTHEAST OF A FENCE CORNER AND 3 FEET SOUTH OF A WITNESS
 KH0705'POST.  IT IS STAMPED POTTER 1935 AND PROJECTS 8 INCHES.
 KH0705'
 KH0705'REFERENCE MARK NO. 1 IS IN THE OPEN PASTURE, 106 FEET NORTH
 KH0705'OF AN EAST-WEST FENCE LINE AND IS ABOUT 2 FEET LOWER IN
 KH0705'ELEVATION THAN THE STATION.  IT IS STAMPED POTTER NO 1 1935
 KH0705'AND PROJECTS 6 INCHES.
 KH0705'
 KH0705'REFERENCE MARK NO. 2 IS IN THE OPEN PASTURE, 90 FEET NORTH
 KH0705'OF AN EAST-WEST FENCE LINE AND IS ON THE SAME ELEVATION AS
 KH0705'THE STATION.  IT IS STAMPED POTTER NO 2 1935 AND PROJECTS
 KH0705'4 INCHES.
 KH0705'
 KH0705'THE AZIMUTH MARK IS IN THE NORTH EDGE OF A PASTURE, 25 FEET
 KH0705'SOUTH-SOUTHWEST OF A CATTLE GUARD, 12 FEET WEST OF A FENCE
 KH0705'CORNER, 8 FEET NORTHWEST OF A WITNESS POST AND 4 FEET SOUTH
 KH0705'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED POTTER AZIMUTH
 KH0705'1935 AND PROJECTS 3 INCHES.
 KH0705'
 KH0705'TO REACH THE STATION FROM THE POST OFFICE IN PARKS, NEBRASKA,
 KH0705'GO EAST FOR 0.25 MILE TO A CROSSROAD, TURN RIGHT AND GO SOUTH
 KH0705'ON DIRT ROAD FOR 0.9 MILE TO U.S. HIGHWAY 34.  TURN LEFT
 KH0705'AND GO EAST ON U.S. HIGHWAY 34 FOR 1.0 MILE TO A T ROAD
 KH0705'RIGHT AND DOUBLE WIRE GATE IN EAST-WEST FENCE LINE, TURN
 KH0705'RIGHT THROUGH GATE AND GO SOUTH ON DIRT ROAD FOR 1.9 MILES
 KH0705'TO A CATTLE GUARD IN EAST-WEST FENCE LINE, CROSS CATTLE GUARD
 KH0705'AND CONTINUE SOUTH AND SOUTHEAST ON DIRT ROAD FOR 1.15 MILES
 KH0705'TO CATTLE GUARD IN SOUTHEAST CORNER OF PASTURE AND AZIMUTH MARK ON
 KH0705'RIGHT AS DESCRIBED.  CROSS CATTLE GUARD AND GO EAST ON TRACK
 KH0705'ROAD FOR 0.5 MILE TO A T FENCE CORNER ON LEFT AND GATE
 KH0705'IN EAST-WEST FENCE LINE, TURN LEFT THROUGH GATE AND GO NORTH
 KH0705'ALONG EAST EDGE OF FIELD FOR 0.3 MILE TO A FENCE CORNER
 KH0705'AND GATE IN NORTH-SOUTH FENCE LINE ON RIGHT.  PASS
 KH0705'THROUGH GATE AND CONTINUE NORTH AND NORTHEAST ALONG
 KH0705'EDGE OF FIELD FOR 0.25 MILE TO AN EAST-WEST FENCE LINE,
 KH0705'TURN RIGHT AND GO EAST ALONG SOUTH SIDE OF FENCE FOR 0.15
 KH0705'MILE TO A GATE IN NORTH-SOUTH FENCE LINE, PASS THROUGH
 KH0705'GATE, TURN ELFT AND GO NORTH ALONG WEST EDGE OF FIELD FOR
 KH0705'0.1 MILE TO A FENCE CORNER.  FROM THIS POINT STATION IS
 KH0705'JUST NORTH-NORTHEAST AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1200 ***********************************************************************
 HF1200  DESIGNATION -  POTWIN CIRCLE E RANCH ELEVATOR
 HF1200  PID         -  HF1200
 HF1200  STATE/COUNTY-  KS/BUTLER
 HF1200  USGS QUAD   -  POTWIN (1961)
 HF1200
 HF1200                         *CURRENT SURVEY CONTROL
 HF1200  ___________________________________________________________________
 HF1200* NAD 83(1997)-  37 56 19.90144(N)    097 03 33.90246(W)     ADJUSTED  
 HF1200* NAVD 88     -                                                        
 HF1200  ___________________________________________________________________
 HF1200  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HF1200  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 HF1200
 HF1200  HORZ ORDER  -  THIRD
 HF1200
 HF1200.The horizontal coordinates were established by classical geodetic methods
 HF1200.and adjusted by the National Geodetic Survey in October 1998..
 HF1200
 HF1200
 HF1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1200
 HF1200.The geoid height was determined by GEOID03.
 HF1200
 HF1200;                    North         East     Units Scale Factor Converg.
 HF1200;SPC KS S     -   542,172.557   526,621.749   MT  0.99993599   +0 53 07.0
 HF1200;UTM  14      - 4,200,807.501   670,527.359   MT  0.99995817   +1 11 36.2
 HF1200
 HF1200                          SUPERSEDED SURVEY CONTROL
 HF1200
 HF1200  NAD 83(1997)-  37 56 19.90597(N)    097 03 33.89435(W) AD(       ) 4
 HF1200  NAD 83(1986)-  37 56 19.91088(N)    097 03 33.89458(W) AD(       ) 4
 HF1200  NAD 27      -  37 56 19.83296(N)    097 03 32.75196(W) AD(       ) 3
 HF1200
 HF1200.Superseded values are not recommended for survey control.
 HF1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1200.See file dsdata.txt to determine how the superseded data were derived.
 HF1200
 HF1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7052700808(NAD 83)
 HF1200_MARKER: 65 = GRAIN ELEVATOR
 HF1200
 HF1200  HISTORY     - Date     Condition        Report By
 HF1200  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1200
 HF1200                          STATION DESCRIPTION
 HF1200
 HF1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1200'THE STATION IS THE VENT ATOP THE HEADHOUSE OF A LARGE CONCRETE
 HF1200'GRAIN ELEVATOR, PAINTED GRAY AND ABOUT 130 FEET IN HEIGHT.
 HF1200'
 HF1200'IT IS LOCATED 2.5 MILES WEST OF POTWIN AND 0.2 MILE SOUTH
 HF1200'OF STATE HIGHWAY 196.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1199 ***********************************************************************
 HF1199  DESIGNATION -  POTWIN MUNICIPAL TANK
 HF1199  PID         -  HF1199
 HF1199  STATE/COUNTY-  KS/BUTLER
 HF1199  USGS QUAD   -  POTWIN (1961)
 HF1199
 HF1199                         *CURRENT SURVEY CONTROL
 HF1199  ___________________________________________________________________
 HF1199* NAD 83(1997)-  37 56 23.15658(N)    097 01 18.60153(W)     ADJUSTED  
 HF1199* NAVD 88     -                                                        
 HF1199  ___________________________________________________________________
 HF1199  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 HF1199  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HF1199
 HF1199  HORZ ORDER  -  THIRD
 HF1199
 HF1199.The horizontal coordinates were established by classical geodetic methods
 HF1199.and adjusted by the National Geodetic Survey in October 1998..
 HF1199
 HF1199
 HF1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1199
 HF1199.The geoid height was determined by GEOID03.
 HF1199
 HF1199;                    North         East     Units Scale Factor Converg.
 HF1199;SPC KS S     -   542,324.609   529,923.340   MT  0.99993599   +0 54 30.1
 HF1199;UTM  14      - 4,200,977.311   673,828.181   MT  0.99997217   +1 12 59.6
 HF1199
 HF1199                          SUPERSEDED SURVEY CONTROL
 HF1199
 HF1199  NAD 83(1997)-  37 56 23.16166(N)    097 01 18.59333(W) AD(       ) 4
 HF1199  NAD 83(1986)-  37 56 23.16638(N)    097 01 18.59412(W) AD(       ) 4
 HF1199  NAD 27      -  37 56 23.09019(N)    097 01 17.45935(W) AD(       ) 3
 HF1199
 HF1199.Superseded values are not recommended for survey control.
 HF1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1199.See file dsdata.txt to determine how the superseded data were derived.
 HF1199
 HF1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH7382800977(NAD 83)
 HF1199_MARKER: 53 = ELEVATED TANK
 HF1199
 HF1199  HISTORY     - Date     Condition        Report By
 HF1199  HISTORY     - 1962     FIRST OBSERVED   CGS
 HF1199
 HF1199                          STATION DESCRIPTION
 HF1199
 HF1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1199'THE STATION IS THE BALL ATOP A FOUR-LEGGED WATER TANK, PAINTED
 HF1199'SILVER WITH A RED TOP AND ABOUT 100 FEET IN HEIGHT.
 HF1199'
 HF1199'IT IS LOCATED NEAR THE CENTER OF POTWIN, ABOUT 80 FEET
 HF1199'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF ANITA ST. AND
 HF1199'VIOLET AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1842 ***********************************************************************
 JE1842  DESIGNATION -  POWELL RESET
 JE1842  PID         -  JE1842
 JE1842  STATE/COUNTY-  KS/SHAWNEE
 JE1842  USGS QUAD   -  DOVER (1982)
 JE1842
 JE1842                         *CURRENT SURVEY CONTROL
 JE1842  ___________________________________________________________________
 JE1842* NAD 83(1997)-  38 55 29.72446(N)    095 55 42.47855(W)     ADJUSTED  
 JE1842* NAVD 88     -       387.3    (meters)    1271.     (feet)  VERTCON   
 JE1842  ___________________________________________________________________
 JE1842  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JE1842  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JE1842
 JE1842  HORZ ORDER  -  FIRST
 JE1842
 JE1842.The horizontal coordinates were established by classical geodetic methods
 JE1842.and adjusted by the National Geodetic Survey in October 1998..
 JE1842
 JE1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1842
 JE1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1842
 JE1842.The geoid height was determined by GEOID03.
 JE1842
 JE1842;                    North         East     Units Scale Factor Converg.
 JE1842;SPC KS N     -    67,727.327   579,618.472   MT  0.99997292   +1 18 38.5
 JE1842;SPC KS S     -   653,725.891   622,989.856   MT  1.00009054   +1 34 49.0
 JE1842;UTM  15      - 4,312,523.636   246,127.708   MT  1.00039371   -1 50 27.4
 JE1842;UTM  14      - 4,312,932.115   766,277.448   MT  1.00047318   +1 55 51.5
 JE1842
 JE1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1842!SPC KS N     -   0.99994407  x   0.99997292  =   0.99991700
 JE1842!SPC KS S     -   0.99994407  x   1.00009054  =   1.00003461
 JE1842!UTM  15      -   0.99994407  x   1.00039371  =   1.00033776
 JE1842!UTM  14      -   0.99994407  x   1.00047318  =   1.00041723
 JE1842
 JE1842:                Primary Azimuth Mark                     Grid Az
 JE1842:SPC KS N     -  DOVER RURAL WATER DIST 1 SPIPE           004 35 43.2
 JE1842:SPC KS S     -  DOVER RURAL WATER DIST 1 SPIPE           004 19 32.7
 JE1842:UTM  15      -  DOVER RURAL WATER DIST 1 SPIPE           007 44 49.1
 JE1842:UTM  14      -  DOVER RURAL WATER DIST 1 SPIPE           003 58 30.2
 JE1842
 JE1842|---------------------------------------------------------------------|
 JE1842| PID    Reference Object                     Distance      Geod. Az  |
 JE1842|                                                           dddmmss.s |
 JE1842| JE1841 DOVER RURAL WATER DIST 1 SPIPE      APPROX. 4.4 KM 0055421.7 |
 JE1842| CL6040 POWELL RM 1                          55.184 METERS 05023     |
 JE1842| JE1826 AUBURN RURAL WATER DIST 2 TANK      APPROX. 9.6 KM 0830543.7 |
 JE1842| CL6042 POWELL RM 3                          29.282 METERS 13821     |
 JE1842| CL6041 POWELL RM 2                          44.553 METERS 17734     |
 JE1842| CL6039 POWELL AZ MK                                       3273633.4 |
 JE1842|---------------------------------------------------------------------|
 JE1842
 JE1842                          SUPERSEDED SURVEY CONTROL
 JE1842
 JE1842  NAD 83(1986)-  38 55 29.73157(N)    095 55 42.47607(W) AD(       ) 1
 JE1842  NAD 27      -  38 55 29.72500(N)    095 55 41.51900(W) AD(       ) 1
 JE1842  NGVD 29 (07/19/86)  387.2    (m)         1270.     (f) VERT ANG       
 JE1842
 JE1842.Superseded values are not recommended for survey control.
 JE1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1842.See file dsdata.txt to determine how the superseded data were derived.
 JE1842
 JE1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD4612812524(NAD 83)
 JE1842_MARKER: DS = TRIANGULATION STATION DISK
 JE1842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1842
 JE1842  HISTORY     - Date     Condition        Report By
 JE1842  HISTORY     - 1887     MONUMENTED       CGS
 JE1842  HISTORY     - 1934     GOOD             CGS
 JE1842  HISTORY     - 1934     GOOD             CGS
 JE1842  HISTORY     - 1951     GOOD             CGS
 JE1842  HISTORY     - 1960     GOOD             CGS
 JE1842
 JE1842                          STATION DESCRIPTION
 JE1842
 JE1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (FDG)
 JE1842'ABOUT 7 MILES SOUTHEAST OF KEENE, IN THE NE 1/4 SEC. 14, T. 13 S.,
 JE1842'R. 13 E., ON LAND OWNED (1922) BY J.C. SAGE, WHO LIVES IN THE
 JE1842'NORTHWEST CORNER OF THE QUARTER SECTION.  THE UNDERGROUND MARK
 JE1842'IS A BRONZE STATION TABLET SET IN A BLOCK OF CONCRETE 30 INCHES
 JE1842'BELOW THE SURFACE.  THE SURFACE MARK IS A STANDARD BRONZE STATION
 JE1842'MARK SET IN A MARBLE POST 6 INCHES SQUARE AND 2 TO 3 FEET
 JE1842'LONG, PLACED WITH ITS TOP FLUSH WITH THE GROUND AND HAVING TWO
 JE1842'GROOVES AT RIGHT ANGLES AND THE LETTERS U.S.C.S. CUT IN ITS
 JE1842'TOP.  THE WITNESS MARKS ARE TWO SANDSTONE OR LIMESTONE POSTS
 JE1842'5 OR 6 INCHES SQUARE ON TOP AND 2 TO 3 FEET LONG, MARKED BY A
 JE1842'DIAGONAL GROOVE TERMINATING IN AN ARROWHEAD POINTING TO
 JE1842'THE STATION, AND BOTH PLACED IN THE MERIDIAN OF THE
 JE1842'STATION, ONE TO THE NORTHWARD AND ONE TO THE SOUTHWARD OF IT,
 JE1842'AND 5 TO 10 FEET DISTANT.  A STANDARD BRONZE REFERENCE TABLET
 JE1842'IN A BLOCK OF CONCRETE IS IN THE FENCE LINE ON THE WEST
 JE1842'SIDE OF THE ROAD, 20.406 METERS (66.95 FEET) N. 80 DEG E.
 JE1842'(MAGNETIC) FROM THE STATION.  DISTANCE AND BEARINGS TO
 JE1842'OTHER POINTS ARE AS FOLLOWS- QUARTER SECTION STONE,
 JE1842'451.44 METERS (1,481.1 FEET), S 03 DEG 40 MIN E, NORTHEAST
 JE1842'CORNER OF SCHOOLHOUSE PORCH, 59.25 METERS (194.4 FEET),
 JE1842'S 01 DEG 04 MIN E, CHIMNEY  OF SCHOOLHOUSE, 62.51 METERS (205.1 FEET),
 JE1842'S 09 DEG 28 MIN W, NORTHWEST CORNER OF SCHOOLHOUSE, 58.98 METERS (193.
 JE1842'FEET), S 10 DEG 22 MIN W, STONE, NORTHEAST CORNER OF SECTION 14,
 JE1842'361.43 METERS (1,185.8 FEET), N 04 DEG 32 MIN E, WIRE FENCE EAST,
 JE1842'18.44 METERS (60.5 FEET).  OTHER REFERENCES ARE, CENTER OF ROAD
 JE1842'EAST, 26.8 METERS (88 FEET), CENTER OF SCHOOLHOUSE WELL, 71.48
 JE1842'METERS (234.5 FEET), S. 17 DEG E. (MAGNETIC), NORTHEAST
 JE1842'CORNER OF SCHOOLHOUSE, 58.58 METERS (192.2 FEET), S. 10 DEG E.
 JE1842'(MAGNETIC).
 JE1842
 JE1842                          STATION RECOVERY (1934)
 JE1842
 JE1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JE1842'STATION RECOVERED AS DESCRIBED BY F.D.G. IN 1887 AND J.S.B.
 JE1842'IN 1922 WITH THE EXCEPTION THAT THE STATION MARK WAS NOT ENCASED
 JE1842'IN CONCRETE.
 JE1842'
 JE1842'A NEW STATION MARK WAS SET 10 INCHES BELOW SURFACE OF
 JE1842'THE GROUND.
 JE1842'
 JE1842'TWO NEW REFERENCE MARKS WERE SET PROJECTING 7 INCHES
 JE1842'ABOVE GROUND.  REFERENCE MARK NO. 1 IS 181.05 FEET (55.184 METERS)
 JE1842'NORTHEAST OF STATION IN A TURN ROW 1 FOOT SOUTH OF EAST-AND-WEST
 JE1842'FENCE, 49 FEET EAST OF CENTERLINE OF A NORTH-AND-SOUTH GRAVEL
 JE1842'ROAD AND 21 FEET EAST OF A NORTH-AND-SOUTH FENCE.
 JE1842'
 JE1842'REFERENCE MARK NO.2 IS 146.17 FEET (44.551 METERS) SOUTH OF
 JE1842'STATION IN THE NORTH FENCE LINE OF THE HIGHLAND SCHOOL, 87
 JE1842'FEET WEST OF CENTERLINE OF A NORTH-AND-SOUTH GRAVEL ROAD AND 9.7
 JE1842'FEET NORTHEAST OF THE NORTHEAST CORNER OF SCHOOL.
 JE1842'
 JE1842'AZIMUTH MARK IS SET APPROXIMATELY 0.5 MILE NORTHWEST OF STATION,
 JE1842'ON THE EAST SIDE OF A NORTH-AND-SOUTH GRAVEL ROAD, 26.6 FEET EAST
 JE1842'OF CENTERLINE OF ROAD AND 0.6 FOOT EAST OF NORTH-AND-SOUTH FENCE.
 JE1842'TO REACH FROM STATION, GO NORTH 0.2 MILE ON GRAVEL ROAD TO CORNER,
 JE1842'THENCE WEST ON GRAVEL ROAD 0.25 MILE TO CORNER, THENCE NORTH ON
 JE1842'GRAVEL ROAD ABOUT 0.15 MILE TO MARK ON EAST SIDE OF ROAD.
 JE1842
 JE1842                          STATION RECOVERY (1934)
 JE1842
 JE1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JE1842'ABOUT 7 MILES SOUTHEAST OF KEENE, IN THE NORTHEAST QUARTER OF
 JE1842'SEC. 14, T. 13 S., R. 13 E., ON THE LAND OWNED IN 1922 BY J.C.
 JE1842'SAGE.
 JE1842'
 JE1842'THE UNDERGROUND MARK IS A BRONZE STATION TABLET SET IN A BLOCK
 JE1842'OF CONCRETE 30 INCHES BELOW THE SURFACE.  THE SURFACE MARK IS
 JE1842'A STANDARD BRONZE STATION MARK SET IN A MARBLE POST 6 INCHES
 JE1842'SQUARE AND 2 TO 3 FEET LONG, PLACED WITH ITS TOP ABOUT 10 INCHES
 JE1842'BELOW THE SURFACE AND HAVING TWO GROOVES AT RIGHT ANGLES AND
 JE1842'THE LETTERS U.S.C.S. CUT IN ITS TOP.  THE WITNESS MARKS ARE TWO
 JE1842'SANDSTONE OR LIMESTONE POSTS 5 OR 6 INCHES SQUARE ON TOP AND 2
 JE1842'TO 3 FEET LONG, MARKED BY A DIAGONAL GROOVE TERMINATING IN AN
 JE1842'ARROWHEAD POINTING TO THE STATION, AND BOTH PLACED IN THE
 JE1842'MERIDIAN OF THE STATION, ONE TO THE NORTHWARD AND ONE TO THE
 JE1842'SOUTHWARD OF IT, AND EACH 8 FEET DISTANT.
 JE1842'
 JE1842'A STANDARD BRONZE REFERENCE TABLET IN A BLOCK OF CONCRETE ON THE
 JE1842'WEST SIDE OF THE ROAD IS 20.406 METERS (66.95 FEET), N. 80 DEG
 JE1842'E. (MAGNETIC) FROM THE STATION.  ANOTHER REFERENCE MARK NO. 1
 JE1842'IS SOUTH 15 DEGREES EAST MAGNETIC, 145.8 FEET.  REFERENCE MARK
 JE1842'NO. 2 IS NORTH 40 DEGREES EAST MAGNETIC, 180.5 FEET.  THESE
 JE1842'REFERENCE MARKS STAND ABOUT 8 INCHES HIGH.  THE NORTHWEST CORNER
 JE1842'OF THE SCHOOLHOUSE IS SOUTH 2 DEGREES WEST 157-1/2 FEET.
 JE1842'REFERENCE MARK NO.2 IS 35.6 FEET FROM THE NORTHWEST CORNER OF
 JE1842'THE SCHOOLHOUSE AND 9.75 FEET FROM THE NORTHEAST CORNER OF
 JE1842'THE SAME BUILDING.  IT IS 9 FEET NORTH AND 3-1/2 FEET EAST
 JE1842'OF THE SCHOOLHOUSE.
 JE1842
 JE1842                          STATION RECOVERY (1951)
 JE1842
 JE1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLP)
 JE1842'STATION RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 JE1842'CONDITION.  SOME ADDITIONAL MEASUREMENTS WERE MADE AND A TO REACH
 JE1842'DESCRIPTION ALSO.  A COMPLETE DESCRIPTION FOLLOWS.
 JE1842'
 JE1842'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF KEENE AND 3 MILES
 JE1842'SOUTH OF DOVER IN THE NORTHEAST 1/4 OF SEC 14, T 13 S., R 13 E.,
 JE1842'157.5 FEET NORTH OF THE NORTHWEST CORNER OF THE HIGHLAND SCHOOL,
 JE1842'88 FEET WEST OF THE CENTER OF GRAVEL ROAD AND 60 FEET WEST OF
 JE1842'FENCE.  THE MARK IS 10 INCHES BELOW THE SURFACE OF A CULTIVATED
 JE1842'FIELD AND THE DISK IS STAMPED POWELL 1887-1934.
 JE1842'
 JE1842'THERE ARE TWO SANDSTONE OR LIMESTONE POSTS ABOUT 5 INCHES SQUARE
 JE1842'AT THE TOP, PROJECTING ABOUT 1 INCH, PLACED IN MERIDIAN OF THE
 JE1842'STATION MARK, ONE TO THE NORTH AND ONE TO THE SOUTH, EACH ABOUT
 JE1842'8 FEET DISTANT.
 JE1842'
 JE1842'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 49 FEET EAST OF
 JE1842'CENTER OF GRAVEL ROAD AND 21 FEET EAST OF FENCE.  THE MARK
 JE1842'PROJECTS 10 INCHES AND THE DISK IS STAMPED POWELL NO 1 1934.
 JE1842'
 JE1842'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 87 FEET WEST OF
 JE1842'THE CENTER OF GRAVEL ROAD AND 9.7 FEET NORTHEAST OF THE NORTHEAST
 JE1842'CORNER OF HIGHLAND SCHOOL.  THE MARK PROJECTS 10 INCHES AND THE
 JE1842'DISK IS STAMPED POWELL NO 2 1934.
 JE1842'
 JE1842'AZIMUTH MARK IS NORTHWEST OF THE STATION, 28 FEET EAST OF THE
 JE1842'CENTER OF ROAD AND 1 FOOT EAST OF FENCE.  THE MARK PROJECTS 10
 JE1842'INCHES AND THE DISK IS STAMPED POWELL 1934.
 JE1842'
 JE1842'TO REACH THE STATION FROM THE DOVER HIGH SCHOOL, GO SOUTH AND EAST
 JE1842'ON THE MAIN GRAVELLED ROAD FOR 2.9 MILES TO THE HIGHLAND SCHOOL
 JE1842'AND THE STATION.
 JE1842'
 JE1842'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL
 JE1842'ROAD FOR 0.2 MILE, THEN WEST FOR 0.25 MILE, THEN NORTH FOR 0.15
 JE1842'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JE1842
 JE1842                          STATION RECOVERY (1960)
 JE1842
 JE1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 JE1842'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 JE1842'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JE1842'REFERENCE MARK NO. 3 WAS ESTABLISHED.  THE TWO SANDSTONE WITNESS
 JE1842'MARKS WERE REMOVED AT THE REQUEST OF THE LAND OWNER, MR.
 JE1842'SHEPHERD.  THE SCHOOLHOUSE HAS BEEN TORN DOWN AND FENCE LINES
 JE1842'HAVE CHANGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 JE1842'
 JE1842'THE STATION IS ABOUT 3 MILES SOUTHEAST OF DOVER, JUST NORTH
 JE1842'OF AN ABANDONED SCHOOL YARD IN A CULTIVATED FIELD.
 JE1842'
 JE1842'TO REACH THE STATION FROM THE CROSSROAD, JUST WEST OF THE POST
 JE1842'OFFICE IN DOVER, GO SOUTH, SOUTHEAST AND SOUTH ON THE GRAVELED
 JE1842'ROAD FOR 2.5 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH
 JE1842'0.1 MILE TO WHERE THE ROAD CURVES AND LEADS EAST (MR. SHEPHERDS
 JE1842'HOME IS STRAIGHT AHEAD).  FOLLOW THE GRAVELED ROAD EAST 0.25 MILE
 JE1842'TO A CROSSROAD, TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR
 JE1842'0.3 MILE TO THE STATION ON THE RIGHT.
 JE1842'
 JE1842'THE STATION MARK, STAMPED POWELL 1887 1934, IS A STANDARD DISK
 JE1842'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 1 FOOT BELOW THE
 JE1842'SURFACE OF THE GROUND.  IT IS 150 FEET NORTH OF THE FENCE AT THE
 JE1842'NORTH EDGE OF THE ABANDONED SCHOOLYARD, 92 FEET WEST OF THE CENTER
 JE1842'OF THE GRAVELED ROAD AND 63 FEET WEST OF A NORTH-SOUTH FENCE
 JE1842'LINE.
 JE1842'
 JE1842'REFERENCE MARK NO. 1, STAMPED POWELL NO 1934, IS A STANDARD DISK
 JE1842'SET IN THE TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER
 JE1842'THAT PROJECTS 6 INCHES.  IT IS 28 FEET EAST OF THE CENTER OF THE
 JE1842'GRAVELED ROAD AND 22 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 JE1842'
 JE1842'REFERENCE MARK NO. 2, STAMPED POWELL NO 2 1934, IS A STANDARD DISK
 JE1842'SET IN THE TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER
 JE1842'THAT PROJECTS 10 INCHES.  IT IS 87 FEET WEST OF THE CENTER OF THE
 JE1842'GRAVELED ROAD AND 5 FEET SOUTH OF THE EAST-WEST FENCE LINE.
 JE1842'
 JE1842'REFERENCE MARK NO. 3, STAMPED POWELL NO 3 1887 1960, IS A STANDARD
 JE1842'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS
 JE1842'FLUSH WITH THE GROUND.  IT IS 30 FEET WEST OF THE CENTER OF THE
 JE1842'GRAVELED ROAD AND 1-1/2 FEET NORTH OF A TELEPHONE POLE.  (NOTE
 JE1842'
 JE1842'THE AZIMUTH MARK, STAMPED POWELL AZI 1934, IS A REFERENCE MARK
 JE1842'DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 FEET.
 JE1842'IT IS 26-1/2 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND
 JE1842'1-1/2 FEET EAST OF A NORTH-SOUTH FENCE LINE AND THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0162 ***********************************************************************
 KF0162  CBN         -  This is a Cooperative Base Network Control Station.
 KF0162  DESIGNATION -  POWER
 KF0162  PID         -  KF0162
 KF0162  STATE/COUNTY-  KS/WABAUNSEE
 KF0162  USGS QUAD   -  ALMA (1978)
 KF0162
 KF0162                         *CURRENT SURVEY CONTROL
 KF0162  ___________________________________________________________________
 KF0162* NAD 83(1997)-  39 03 54.85549(N)    096 18 59.19985(W)     ADJUSTED  
 KF0162* NAVD 88     -       410.107  (meters)    1345.49   (feet)  ADJUSTED  
 KF0162  ___________________________________________________________________
 KF0162  X           -    -545,593.843 (meters)                     COMP
 KF0162  Y           -  -4,928,956.829 (meters)                     COMP
 KF0162  Z           -   3,998,182.196 (meters)                     COMP
 KF0162  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 KF0162  ELLIP HEIGHT-         379.79  (meters)          (08/16/04) GPS OBS
 KF0162  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 KF0162  DYNAMIC HT  -         409.832 (meters)    1344.59  (feet)  COMP
 KF0162  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 KF0162
 KF0162  HORZ ORDER  -  B
 KF0162  VERT ORDER  -  SECOND    CLASS 0
 KF0162  ELLP ORDER  -  FOURTH    CLASS II
 KF0162
 KF0162.The horizontal coordinates were established by GPS observations
 KF0162.and adjusted by the National Geodetic Survey in December 1997..
 KF0162
 KF0162.The orthometric height was determined by differential leveling
 KF0162.and adjusted by the National Geodetic Survey in June 1991..
 KF0162
 KF0162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0162
 KF0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0162
 KF0162.The ellipsoidal height was determined by GPS observations
 KF0162.and is referenced to NAD 83.
 KF0162
 KF0162.The geoid height was determined by GEOID03.
 KF0162
 KF0162.The dynamic height is computed by dividing the NAVD 88
 KF0162.geopotential number by the normal gravity value computed on the
 KF0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0162.degrees latitude (g = 980.6199 gals.).
 KF0162
 KF0162.The modeled gravity was interpolated from observed gravity values.
 KF0162
 KF0162;                    North         East     Units Scale Factor Converg.
 KF0162;SPC KS N     -    82,603.647   545,692.427   MT  0.99996206   +1 03 54.8
 KF0162;UTM  14      - 4,327,444.085   732,177.891   MT  1.00026382   +1 41 31.0
 KF0162
 KF0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0162!SPC KS N     -   0.99994042  x   0.99996206  =   0.99990248
 KF0162!UTM  14      -   0.99994042  x   1.00026382  =   1.00020422
 KF0162
 KF0162:                Primary Azimuth Mark                     Grid Az
 KF0162:SPC KS N     -  WAMEGO MUN TANK                          359 00 34.9
 KF0162:UTM  14      -  WAMEGO MUN TANK                          358 22 58.7
 KF0162
 KF0162|---------------------------------------------------------------------|
 KF0162| PID    Reference Object                     Distance      Geod. Az  |
 KF0162|                                                           dddmmss.s |
 KF0162| KF1032 WAMEGO MUN TANK                     APPROX.15.6 KM 0000429.7 |
 KF0162| KF0163 POWER RM 1                            5.985 METERS 00312     |
 KF0162| KF1025 MCFARLAND WESTERN UNION W TWR       APPROX. 8.4 KM 0482109.0 |
 KF0162| KF0047 POTT                                APPROX. 2.4 KM 0883544.1 |
 KF0162| KF1037 ALMA MUN TANK                       APPROX. 5.5 KM 1564200.3 |
 KF0162| KF0161 POWER RM 2                            9.076 METERS 27016     |
 KF0162|---------------------------------------------------------------------|
 KF0162
 KF0162                          SUPERSEDED SURVEY CONTROL
 KF0162
 KF0162  ELLIP H (12/22/97)  379.79   (m)                       GP(       ) 4 1
 KF0162  NAD 83(1986)-  39 03 54.86132(N)    096 18 59.19693(W) AD(       ) 2
 KF0162  NAD 27      -  39 03 54.86956(N)    096 18 58.21041(W) AD(       ) 2
 KF0162  NAVD 88 (12/22/97)  410.11   (m)         1345.5    (f) LEVELING    3  
 KF0162  NGVD 29 (??/??/92)  409.972  (m)         1345.05   (f) ADJ UNCH    2 0
 KF0162
 KF0162.Superseded values are not recommended for survey control.
 KF0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0162.See file dsdata.txt to determine how the superseded data were derived.
 KF0162
 KF0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3217827444(NAD 83)
 KF0162_MARKER: DE = TRAVERSE STATION DISK
 KF0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0162_STAMPING: POWER 1970
 KF0162_MARK LOGO: CGS   
 KF0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0162+STABILITY: SURFACE MOTION
 KF0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0162+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1997
 KF0162
 KF0162  HISTORY     - Date     Condition        Report By
 KF0162  HISTORY     - 1970     MONUMENTED       NGS
 KF0162  HISTORY     - 1970     GOOD             NGS
 KF0162  HISTORY     - 19970306 GOOD             NGS
 KF0162
 KF0162                          STATION DESCRIPTION
 KF0162
 KF0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0162'STATION IS LOCATED ABOUT 3.0 MILES NORTHWEST OF ALMA, 9.0 MILES
 KF0162'SOUTH OF WAMEGO, ON THE SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY
 KF0162'70, NEAR THE SUMMIT OF A PROMINENT RISE AND IN THE WEST 1/2
 KF0162'OF SECTION 28, T11S, R10E.
 KF0162'
 KF0162'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY
 KF0162'70 AND STATE HIGHWAY 99, WHICH IS ABOUT 9.0 MILES SOUTH OF
 KF0162'WAMEGO, PROCEED WEST ON INTERSTATE HIGHWAY 70 FOR 1.5 MILES TO
 KF0162'THE STATION ON THE LEFT.
 KF0162'
 KF0162'STATION MARKS ARE STANDARD TRAVERSE DISKS, STAMPED POWER 1970,
 KF0162'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0162'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KF0162'31.3 FEET NORTHWEST OF A POWER POLE, 22.0 FEET SOUTH OF THE EDGE
 KF0162'OF A CUT BANK AND 6.0 FEET NORTH OF A METAL WITNESS POST SET IN
 KF0162'A BARBED WIRE FENCE.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 KF0162'AN IRREGULAR MASS OF CONCRETE 42.0 INCHES BELOW THE SURFACE OF
 KF0162'THE GROUND.
 KF0162'
 KF0162'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED POWER NO 1 1970,
 KF0162'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT.  IT
 KF0162'IS 25.5 FEET NORTH OF THE WITNESS POST AND BARBED WIRE FENCE AND
 KF0162'3.0 FEET SOUTH OF A CUT BANK.
 KF0162'
 KF0162'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED POWER NO 2 1970, SET
 KF0162'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT.  IT IS
 KF0162'29.7 FEET WEST OF THE WITNESS POST, 18.0 FEET SOUTH OF THE EDGE
 KF0162'OF THE CUT BANK AND 6.5 FEET NORTH OF THE BARBED WIRE FENCE.
 KF0162
 KF0162                          STATION RECOVERY (1970)
 KF0162
 KF0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0162'1.4 MI W FROM ALMA.
 KF0162'ABOUT 1.45 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0162'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ON THE HIGHEST
 KF0162'POINT OF A 20-FOOT CUT THAT IS ABOUT 0.1 MILE LONG, 94 1/2
 KF0162'FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE OF THE SOUTH
 KF0162'LANES OF THE HIGHWAY, 13 FEET WEST OF A POWER POLE, 6.2 FEET
 KF0162'NORTH OF A FENCE, 6.0 FEET NORTH OF A METAL WITNESS POST, ABOUT
 KF0162'20 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 KF0162'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.  SECTION 28, T 11S,
 KF0162'R 10E
 KF0162
 KF0162                          STATION RECOVERY (1997)
 KF0162
 KF0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KF0162'THE STATION IS LOCATED ABOUT 14.48 KM (9.00 MI) SOUTH OF WAMEGO, 4.83
 KF0162'KM (3.00 MI) NORTHWEST OF ALMA, ON TOP OF A CUT BANK ON THE SOUTH
 KF0162'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 70 AND IN THE WEST PORTION OF
 KF0162'SECTION 28, T 11 S, R 10 E.  OWNERSHIP--KANSAS DEPARTMENT OF
 KF0162'TRANSPORTATION.  TO REACH THE STATION FROM THE INTERCHANGE OF
 KF0162'INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 99 (EXIT 328), GO WEST ON
 KF0162'INTERSTATE HIGHWAY 70 FOR 2.41 KM (1.50 MI) TO MILE MARKER 326 AND THE
 KF0162'STATION ON THE LEFT, AT THE SOUTH RIGHT-OF-WAY FENCE LINE.  THE
 KF0162'STATION IS A STANDARD NGS DISK SET IN THE TOP OF A 30 CM ROUND
 KF0162'CONCRETE MONUMENT FLUSH WITH GROUND.  LOCATED 6.71 M (22.01 FT) SOUTH
 KF0162'FROM THE EDGE OF THE CUT BANK, 3.96 M (12.99 FT) WEST-NORTHWEST FROM A
 KF0162'POWERLINE POLE AND 1.83 M (6.00 FT) NORTH FROM A FIBERGLASS WITNESS
 KF0162'POST IN THE EAST-WEST RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0163 ***********************************************************************
 KF0163  DESIGNATION -  POWER RM 1
 KF0163  PID         -  KF0163
 KF0163  STATE/COUNTY-  KS/WABAUNSEE
 KF0163  USGS QUAD   -  ALMA (1978)
 KF0163
 KF0163                         *CURRENT SURVEY CONTROL
 KF0163  ___________________________________________________________________
 KF0163* NAD 83(1986)-  39 03 54.     (N)    096 18 59.     (W)     SCALED    
 KF0163* NAVD 88     -       410.006  (meters)    1345.16   (feet)  ADJUSTED  
 KF0163  ___________________________________________________________________
 KF0163  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 KF0163  DYNAMIC HT  -         409.731 (meters)    1344.26  (feet)  COMP
 KF0163  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 KF0163
 KF0163  VERT ORDER  -  SECOND    CLASS 0
 KF0163
 KF0163.The horizontal coordinates were scaled from a topographic map and have
 KF0163.an estimated accuracy of +/- 6 seconds.
 KF0163
 KF0163.The orthometric height was determined by differential leveling
 KF0163.and adjusted by the National Geodetic Survey in June 1991..
 KF0163
 KF0163.The geoid height was determined by GEOID03.
 KF0163
 KF0163.The dynamic height is computed by dividing the NAVD 88
 KF0163.geopotential number by the normal gravity value computed on the
 KF0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0163.degrees latitude (g = 980.6199 gals.).
 KF0163
 KF0163.The modeled gravity was interpolated from observed gravity values.
 KF0163
 KF0163;                    North         East    Units  Estimated Accuracy
 KF0163;SPC KS N     -    82,580.      545,700.      MT  (+/- 180 meters Scaled)
 KF0163
 KF0163                          SUPERSEDED SURVEY CONTROL
 KF0163
 KF0163  NGVD 29 (??/??/92)  409.870  (m)         1344.72   (f) ADJ UNCH    2 0
 KF0163
 KF0163.Superseded values are not recommended for survey control.
 KF0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0163.See file dsdata.txt to determine how the superseded data were derived.
 KF0163
 KF0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ321274(NAD 83)
 KF0163_MARKER: DR = REFERENCE MARK DISK
 KF0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0163_STAMPING: POWER NO 1 1970
 KF0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0163+STABILITY: SURFACE MOTION
 KF0163
 KF0163  HISTORY     - Date     Condition        Report By
 KF0163  HISTORY     - 1970     MONUMENTED       NGS
 KF0163
 KF0163                          STATION DESCRIPTION
 KF0163
 KF0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0163'1.4 MI W FROM ALMA.
 KF0163'ABOUT 1.45 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0163'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, AT THE TOP EDGE OF
 KF0163'A 20-FOOT HIGH CUT THAT IS ABOUT 0.1 MILE LONG, 75 FEET SOUTH
 KF0163'(SLOPE MEASUREMENT) OF THE CENTER LINE OF THE SOUTH LANES OF
 KF0163'THE HIGHWAY, 26 1/2 FEET NORTHWEST OF A POWER POLE, 19.70 FEET
 KF0163'NORTH OF THE STATION MARK, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 KF0163'STATION MARK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 KF0163'PROJECTS 0.1 FOOT.  SECTION 28, T 11S, R 10E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0161 ***********************************************************************
 KF0161  DESIGNATION -  POWER RM 2
 KF0161  PID         -  KF0161
 KF0161  STATE/COUNTY-  KS/WABAUNSEE
 KF0161  USGS QUAD   -  ALMA (1978)
 KF0161
 KF0161                         *CURRENT SURVEY CONTROL
 KF0161  ___________________________________________________________________
 KF0161* NAD 83(1986)-  39 03 54.     (N)    096 18 59.     (W)     SCALED    
 KF0161* NAVD 88     -       410.157  (meters)    1345.66   (feet)  ADJUSTED  
 KF0161  ___________________________________________________________________
 KF0161  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 KF0161  DYNAMIC HT  -         409.883 (meters)    1344.76  (feet)  COMP
 KF0161  MODELED GRAV-     979,946.3   (mgal)                       NAVD 88
 KF0161
 KF0161  VERT ORDER  -  SECOND    CLASS 0
 KF0161
 KF0161.The horizontal coordinates were scaled from a topographic map and have
 KF0161.an estimated accuracy of +/- 6 seconds.
 KF0161
 KF0161.The orthometric height was determined by differential leveling
 KF0161.and adjusted by the National Geodetic Survey in June 1991..
 KF0161
 KF0161.The geoid height was determined by GEOID03.
 KF0161
 KF0161.The dynamic height is computed by dividing the NAVD 88
 KF0161.geopotential number by the normal gravity value computed on the
 KF0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0161.degrees latitude (g = 980.6199 gals.).
 KF0161
 KF0161.The modeled gravity was interpolated from observed gravity values.
 KF0161
 KF0161;                    North         East    Units  Estimated Accuracy
 KF0161;SPC KS N     -    82,580.      545,700.      MT  (+/- 180 meters Scaled)
 KF0161
 KF0161                          SUPERSEDED SURVEY CONTROL
 KF0161
 KF0161  NGVD 29 (??/??/92)  410.022  (m)         1345.21   (f) ADJ UNCH    2 0
 KF0161
 KF0161.Superseded values are not recommended for survey control.
 KF0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0161.See file dsdata.txt to determine how the superseded data were derived.
 KF0161
 KF0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ321274(NAD 83)
 KF0161_MARKER: DR = REFERENCE MARK DISK
 KF0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0161_STAMPING: POWER NO 2 1970
 KF0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0161+STABILITY: SURFACE MOTION
 KF0161
 KF0161  HISTORY     - Date     Condition        Report By
 KF0161  HISTORY     - 1970     MONUMENTED       NGS
 KF0161
 KF0161                          STATION DESCRIPTION
 KF0161
 KF0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0161'1.4 MI W FROM ALMA.
 KF0161'ABOUT 1.45 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0161'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ON THE TOP OF
 KF0161'A 20-FOOT HIGH CUT THAT IS ABOUT 0.1 MILE LONG, 94 FEET SOUTH
 KF0161'OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY (SLOPE
 KF0161'MEASUREMENT), 6 1/2 FEET NORTH OF A FENCE, 29.80 FEET WEST OF
 KF0161'THE STATION MARK, ABOUT LEVEL WITH THE STATION MARK, AND SET IN
 KF0161'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT.  SECTION 26,
 KF0161'T 11S, R 10E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0826 ***********************************************************************
 HG0826  DESIGNATION -  PRAIRIE
 HG0826  PID         -  HG0826
 HG0826  STATE/COUNTY-  KS/HARPER
 HG0826  USGS QUAD   -  CRYSTAL SPRINGS (1973)
 HG0826
 HG0826                         *CURRENT SURVEY CONTROL
 HG0826  ___________________________________________________________________
 HG0826* NAD 83(1997)-  37 22 27.72667(N)    098 07 50.42064(W)     ADJUSTED  
 HG0826* NAVD 88     -       502.4    (meters)    1648.     (feet)  VERTCON   
 HG0826  ___________________________________________________________________
 HG0826  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HG0826  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HG0826
 HG0826  HORZ ORDER  -  FIRST
 HG0826
 HG0826.The horizontal coordinates were established by classical geodetic methods
 HG0826.and adjusted by the National Geodetic Survey in October 1998..
 HG0826
 HG0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0826
 HG0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0826
 HG0826.The geoid height was determined by GEOID03.
 HG0826
 HG0826;                    North         East     Units Scale Factor Converg.
 HG0826;SPC KS S     -   478,609.155   432,711.872   MT  0.99998057   +0 13 37.1
 HG0826;UTM  14      - 4,136,758.065   576,969.268   MT  0.99967297   +0 31 39.8
 HG0826
 HG0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0826!SPC KS S     -   0.99992561  x   0.99998057  =   0.99990618
 HG0826!UTM  14      -   0.99992561  x   0.99967297  =   0.99959860
 HG0826
 HG0826|---------------------------------------------------------------------|
 HG0826| PID    Reference Object                     Distance      Geod. Az  |
 HG0826|                                                           dddmmss.s |
 HG0826| CL3782 PRAIRIE RM 1                         25.003 METERS 03627     |
 HG0826| HG0823 SW BELL TEL CO MAST                 APPROX. 8.1 KM 0810629.7 |
 HG0826| CL3783 PRAIRIE RM 2                         27.087 METERS 14559     |
 HG0826| CL3780 PRAIRIE AZ MK                                      1790222.7 |
 HG0826| CL3781 PRAIRIE AZ MK RESET                                1824842.7 |
 HG0826| HG0827 PRAIRIE RM A                         26.180 METERS 23320     |
 HG0826| CK8919 BELL TELEPHONE CO MAST                             2824808.3 |
 HG0826|---------------------------------------------------------------------|
 HG0826
 HG0826                          SUPERSEDED SURVEY CONTROL
 HG0826
 HG0826  NAD 83(1997)-  37 22 27.73167(N)    098 07 50.42280(W) AD(       ) 1
 HG0826  NAD 83(1986)-  37 22 27.73356(N)    098 07 50.41714(W) AD(       ) 1
 HG0826  NAD 27      -  37 22 27.66775(N)    098 07 49.18579(W) AD(       ) 1
 HG0826  NGVD 29 (07/19/86)  502.2    (m)         1648.     (f) VERT ANG       
 HG0826
 HG0826.Superseded values are not recommended for survey control.
 HG0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0826.See file dsdata.txt to determine how the superseded data were derived.
 HG0826
 HG0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7696936758(NAD 83)
 HG0826_MARKER: DS = TRIANGULATION STATION DISK
 HG0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0826_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0826
 HG0826  HISTORY     - Date     Condition        Report By
 HG0826  HISTORY     - 1901     MONUMENTED       CGS
 HG0826  HISTORY     - 1934     GOOD             CGS
 HG0826  HISTORY     - 1935     SEE DESCRIPTION  CGS
 HG0826  HISTORY     - 1942     SEE DESCRIPTION  CGS
 HG0826  HISTORY     - 1957     GOOD             CGS
 HG0826  HISTORY     - 1968     GOOD             CGS
 HG0826  HISTORY     - 1971     GOOD             NGS
 HG0826
 HG0826                          STATION DESCRIPTION
 HG0826
 HG0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (ATM)
 HG0826'ABOUT 3 MILES WEST AND 5/8 MILE SOUTH OF DUQUOIN AND ABOUT
 HG0826'3/5 MILE NORTH OF THE SOUTHEAST CORNER OF SEC. 1, T. 31 S.,
 HG0826'R. 8 W., ON THE EAST SECTION LINE, ON LAND OWNED (1901) BY
 HG0826'ANDREW TITUS OF ANTHONY.  THE STATION IS MARKED BY AN OLD
 HG0826'TYPE BRONZE STATION MARK SET IN CONCRETE IN A 6-INCH DRAIN
 HG0826'TILE.  THE FLANGE OF THE TILE IS FLUSH WITH THE GROUND.
 HG0826'CAST IN THE BRONZE MARK IS A CROSS INSTEAD OF A TRIANGLE.
 HG0826'IT IS SECURED IN THE CONCRETE BY A STEM 76 MILLIMETERS LONG.
 HG0826'TWO WITNESS MARKS, EACH CONSISTING OF A 4-INCH DRAIN TILE
 HG0826'FILLED WITH CONCRETE, WITH A NAIL AT THE CENTER OF THE TOP,
 HG0826'ARE FLUSH WITH THE GROUND ABOUT 6 FEET FROM THE STATION,
 HG0826'ONE NORTH AND THE OTHER SOUTH.
 HG0826
 HG0826                          STATION RECOVERY (1934)
 HG0826
 HG0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HG0826'NEAR THE EAST LINE OF THE NORTHEAST QUARTER OF SEC. 1, T. 31 S.,
 HG0826'R. 8 W., ABOUT 3/5 MILE NORTH OF THE SOUTHEAST CORNER OF THE
 HG0826'SECTION, 50 FEET WEST OF THE FENCE ON THE EAST SIDE OF THE
 HG0826'ROAD, ON LAND OWNED BY MR. MC INTIRE OF DUQUOIN.  THREE FENCE
 HG0826'POST REFERENCE MARKS ON THE EAST SIDE OF THE NORTH-SOUTH ROAD,
 HG0826'EACH MARKED WITH 3 NOTCHES ON WEST SIDE OF POST, ABOUT
 HG0826'6 INCHES APART, ARE DESCRIBED AS FOLLOWS- NORTH POST, 58.6
 HG0826'FEET, MIDDLE POST, 50-1/2 FEET, SOUTH POST 73-1/2 FEET.
 HG0826'JOHN O. QUIGG LIVES ABOUT 1/2 MILE SOUTHEAST OF THE STATION.
 HG0826
 HG0826                          STATION RECOVERY (1935)
 HG0826
 HG0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (OSR)
 HG0826'ABOUT 3/10 MILE NORTH OF THE SOUTHEAST CORNER OF SEC. 1,
 HG0826'T. 31 S., R. 8 W., ON THE WEST SIDE OF A SECTION-LINE ROAD.
 HG0826'STATION MARK IS A COUNTERSUNK DISC SET IN CONCRETE IN A 10-INCH
 HG0826'TILE FLUSH WITH THE SURFACE OF THE GROUND.
 HG0826
 HG0826                          STATION RECOVERY (1942)
 HG0826
 HG0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WWR)
 HG0826'THE COUNTERSUNK DISC IN A PIECE OF CONCRETE SIX INCHES IN
 HG0826'DIAMETER AND THREE INCHES THICK WAS FOUND ON THE GROUND.  WE
 HG0826'PUT THIS AND SEVERAL OTHER LARGE PIECES OF CONCRETE AGAINST
 HG0826'THE FENCE APPROXIMATELY OPPOSITE WHERE THE STATION SHOULD
 HG0826'HAVE BEEN.  ALSO SEVERAL PIECES OF DRAIN TILE PIPE WERE FOUND.
 HG0826'FENCE IS DESCRIBED AS 50 FEET EAST OF THE STATION.  OUR
 HG0826'MEASUREMENT BY PLANE TABLE TO THIS POINT IS 514 METERS NORTH
 HG0826'OF THE SOUTHEAST CORNER OF SECTION 1, T. 31 S., R. 8 W.  MANY
 HG0826'PIECES OF CONCRETE AND TILE CAN BE SEEN IN THE PLOWED FIELD
 HG0826'OPPOSITE WHERE WE PLACED THE MARKER.  ABOUT 50 FEET WEST OF
 HG0826'THE FENCE.
 HG0826
 HG0826                          STATION RECOVERY (1957)
 HG0826
 HG0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HG0826'THE STATION MARK WAS RECOVERED AS DESCRIBED, TWO REFERENCE
 HG0826'MARKS AND A AZIMUTH MARK WERE ESTABLISHED.  A NEW DESCRIPTION
 HG0826'FOLLOWS.
 HG0826'
 HG0826'THE STATION IS LOCATED IN A CULTIVATED FIELD AND ON THE
 HG0826'HIGHEST POINT, ABOUT 3 MILES WEST OF DUQUOIN AND 52 FEET
 HG0826'WEST OF THE NORTH-SOUTH FENCELINE.
 HG0826'
 HG0826'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 160 AND STATE HIGHWAY
 HG0826'14 AT THE SOUTHWEST EDGE OF HARPER, GO NORTH, ON STATE HIGHWAY
 HG0826'14, FOR 5.3 MILES TO SIDE ROAD LEFT, TURN LEFT, AND GO WEST
 HG0826'AND THEN NORTH 1.4 MILES TO CROSSROADS, TURN LEFT, AND GO WEST
 HG0826'3.0 MILES TO SIDE ROAD LEFT AND WIRE GATE ON RIGHT SIDE OF
 HG0826'ROAD AND THE AZIMUTH MARK, TURN RIGHT, AND PASS THROUGH
 HG0826'WHITE GATE, AND GO NORTH, ON FIELD ROAD 0.3 MILE TO THE
 HG0826'STATION.
 HG0826'
 HG0826'THE STATION MARK IS A STANDARD DISK, STAMPED PRAIRIE 1901, SET
 HG0826'IN THE TOP OF A ROUND CONCRETE MONUMENT 18 INCHES IN DIAMETER
 HG0826'WHICH IS ABOUT 18 INCHES BELOW THE GROUND.
 HG0826'
 HG0826'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PRAIRIE
 HG0826'NO 1 1901 1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 HG0826'MONUMENT WHICH PROJECTS ABOUT 6 INCHES AND IS ABOUT 2 FEET HIGHER
 HG0826'THAN THE STATION.  IT IS LOCATED 12 INCHES WEST OF THE
 HG0826'NORTH-SOUTH FENCELINE.
 HG0826'
 HG0826'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PRAIRIE NO
 HG0826'2 1901 1957, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 HG0826'MONUMENT WHICH PROJECTS ABOUT 6 INCHES AND IS ABOUT 2 FEET HIGHER
 HG0826'THEN THE STATION.  IT IS LOCATED 12 INCHES WEST OF THE
 HG0826'NORTH-SOUTH FENCELINE.
 HG0826'
 HG0826'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED PRAIRIE 1901 1957,
 HG0826'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HG0826'ABOUT 5 INCHES.  IT IS LOCATED 36 FEET NORTH OF THE CENTERLINE
 HG0826'OF THE PAVED ROAD AND 12 SOUTH OF THE GATE POST.
 HG0826
 HG0826                          STATION RECOVERY (1968)
 HG0826
 HG0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HG0826'STATION, REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 HG0826'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED
 HG0826'IN THE 1957 DESCRIPTION.
 HG0826'
 HG0826'A CHECK FOR DISTANCE AND DIRECTION WAS MADE TO THE REFERENCE
 HG0826'MARKS AND WERE FOUND CORRECT.  THE ROUTE TO THE STATION IS
 HG0826'CORRECT.
 HG0826'
 HG0826'A 77 FOOT STEEL TOWER WAS ERECTED AT THIS TIME.
 HG0826
 HG0826                          STATION RECOVERY (1971)
 HG0826
 HG0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HG0826'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 HG0826'AND PRAIRIE RM A WERE RECOVERED AS DESCRIBED AND FOUND IN
 HG0826'GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND
 HG0826'IN GOOD CONDITION BUT WAS IN THE WAY OF ROAD CONSTRUCTION,
 HG0826'THIS MARK WAS RESET AT THE REQUEST OF THE KANSAS STATE HIGHWAY
 HG0826'DEPARTMENT.  THE DIRECTION AND DISTANCES TO THE REFERENCE
 HG0826'MARKS WERE NOT CHECKED SINCE THE FIELD AT THE STATION WAS IN
 HG0826'CROPS.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 HG0826'
 HG0826'FOLLOWING IS A DESCRIPTION FOR THE NEW AZIMUTH MARK.
 HG0826'
 HG0826'AZIMUTH MARK, A STANDARD DISK STAMPED PRAIRIE 1901 1971, IS SET
 HG0826'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HG0826'IS 122 FEET WEST OF THE CENTER OF SECTION LINE ROAD,
 HG0826'45 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 1.5 FEET
 HG0826'EAST OF A TELEPHONE POLE WITH A GUY, AND 1 FOOT WEST OF A
 HG0826'METAL WITNESS POST.
 HG0826'
 HG0826'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TRACK
 HG0826'ROAD FOR 0.3 MILE TO A BLACKTOP ROAD AND THE AZIMUTH MARK
 HG0826'ON THE RIGHT.
 HG0826'
 HG0826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3
 HG0826'MILES WEST OF DUQUION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1021 ***********************************************************************
 HH1021  DESIGNATION -  PRAIRIE
 HH1021  PID         -  HH1021
 HH1021  STATE/COUNTY-  KS/FINNEY
 HH1021  USGS QUAD   -  PLYMELL (1974)
 HH1021
 HH1021                         *CURRENT SURVEY CONTROL
 HH1021  ___________________________________________________________________
 HH1021* NAD 83(1997)-  37 52 22.48135(N)    100 47 32.80489(W)     ADJUSTED  
 HH1021* NAVD 88     -       880.     (meters)    2887.     (feet)  SCALED    
 HH1021  ___________________________________________________________________
 HH1021  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HH1021  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 HH1021
 HH1021  HORZ ORDER  -  SECOND
 HH1021
 HH1021.The horizontal coordinates were established by classical geodetic methods
 HH1021.and adjusted by the National Geodetic Survey in October 1998..
 HH1021
 HH1021.The orthometric height was scaled from a topographic map.
 HH1021
 HH1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1021
 HH1021.The geoid height was determined by GEOID03.
 HH1021
 HH1021;                    North         East     Units Scale Factor Converg.
 HH1021;SPC KS S     -   536,354.051   198,335.042   MT  0.99993622   -1 24 31.6
 HH1021;UTM  14      - 4,193,228.600   342,350.455   MT  0.99990612   -1 06 02.3
 HH1021
 HH1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1021!SPC KS S     -   0.99986590  x   0.99993622  =   0.99980213
 HH1021!UTM  14      -   0.99986590  x   0.99990612  =   0.99977204
 HH1021
 HH1021:                Primary Azimuth Mark                     Grid Az
 HH1021:SPC KS S     -  GARDEN CITY AIRPORT WATER TANK           047 19 39.0
 HH1021:UTM  14      -  GARDEN CITY AIRPORT WATER TANK           047 01 09.7
 HH1021
 HH1021|---------------------------------------------------------------------|
 HH1021| PID    Reference Object                     Distance      Geod. Az  |
 HH1021|                                                           dddmmss.s |
 HH1021| HH0995 GARDEN CITY AIRPORT WATER TANK      APPROX. 9.1 KM 0455507.4 |
 HH1021| HH0994 PIERCEVILLE CO OP GRAIN ELEV        APPROX.10.1 KM 0834342.8 |
 HH1021| CL3784 PRAIRIE AZ MK                                      1641004.5 |
 HH1021| CL3785 PRAIRIE RM 1                         15.282 METERS 17555     |
 HH1021| HH1022 GARDEN CITY TV STA KGLD MAST        APPROX.12.5 KM 2125540.1 |
 HH1021| CL3786 PRAIRIE RM 2                         15.623 METERS 26706     |
 HH1021| JH0725 GARDEN CITY RAD STA KNCO MAST       APPROX.17.0 KM 3263326.6 |
 HH1021| HH1016 GARDEN CITY MUN WATER TANK          APPROX.13.4 KM 3282051.0 |
 HH1021|---------------------------------------------------------------------|
 HH1021
 HH1021                          SUPERSEDED SURVEY CONTROL
 HH1021
 HH1021  NAD 83(1997)-  37 52 22.48658(N)    100 47 32.80266(W) AD(       ) 2
 HH1021  NAD 83(1986)-  37 52 22.48571(N)    100 47 32.80379(W) AD(       ) 2
 HH1021  NAD 27      -  37 52 22.40325(N)    100 47 31.22920(W) AD(       ) 2
 HH1021
 HH1021.Superseded values are not recommended for survey control.
 HH1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1021.See file dsdata.txt to determine how the superseded data were derived.
 HH1021
 HH1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG4235093229(NAD 83)
 HH1021_MARKER: DS = TRIANGULATION STATION DISK
 HH1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH1021
 HH1021  HISTORY     - Date     Condition        Report By
 HH1021  HISTORY     - 1961     MONUMENTED       CGS
 HH1021
 HH1021                          STATION DESCRIPTION
 HH1021
 HH1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH1021'THE STATION IS ABOUT 8 MILES SOUTHEAST OF GARDEN CITY, 6-1/2 MILES
 HH1021'WEST OF PIERCEVILLE, IN SECTIONS 13, 14, 23, 24, T 25 S, R 32 W, AND
 HH1021'ON PROPERTY OWNED BY MR. O.C. HICKS.
 HH1021'
 HH1021'TO REACH THE STATION FROM THE JUNCTION FROM THE JUNCTION OF U. S.
 HH1021'HIGHWAYS 50 AND 83, IN GARDEN CITY, GO SOUTH ON HIGHWAY 83 FOR 0.7
 HH1021'MILE TO A BRIDGE OVER THE ARKANSAS RIVER.  CROSS THE BRIDGE AND
 HH1021'CONTINUE SOUTH ON HIGHWAY 83 FOR 8.0 MILE TO A SIDE ROAD ON THE
 HH1021'LEFT AND A FIELD ROAD ON THE RIGHT.  TURN LEFT, EAST, ON A GRADED
 HH1021'ROAD FOR 4.2 MILES TO A T-ROAD.  TURN LEFT, NORTH, ON A GRADED
 HH1021'ROAD FOR 1.0 MILE TO THE END OF THE GRADED ROAD.  CONTINUE NORTH
 HH1021'ON A TRACK ROAD FOR 1.0 MILE TO A GATE AND THE STATION ON THE
 HH1021'LEFT.
 HH1021'
 HH1021'STATION MARKS ARE STANDARD DISKS STAMPED PRAIRIE 1961.  THE SURFACE
 HH1021'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 HH1021'IS 18 FEET WEST OF THE CENTER OF THE GATE, 4 FEET NORTHWEST OF A
 HH1021'METAL WITNESS POST AND 3.5 FEET NORTH OF A FENCE.  THE UNDERGROUND
 HH1021'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 HH1021'SURFACE OF THE GROUND.
 HH1021'
 HH1021'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED PRAIRIE NO 1 1961,
 HH1021'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES, IT IS 49
 HH1021'FEET SOUTH OF THE CENTER OF THE GATE AND 18 FEET WEST OF THE CENTER
 HH1021'OF THE TRACK ROAD.
 HH1021'
 HH1021'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED PRAIRIE NO 2 1961, IS
 HH1021'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HH1021'IT IS 69 FEET WEST OF THE CENTER OF THE GATE AND 1 FOOT NORTH OF A
 HH1021'FENCE.
 HH1021'
 HH1021'AZIMUTH MARK, A STANDARD DISK STAMPED PRAIRIE 1961, IS SET IN A
 HH1021'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 6.4 FEET NORTH
 HH1021'OF THE CENTER OF A TRACK ROAD AND 1.5 NORTHEAST OF A METAL WITNESS
 HH1021'POST.
 HH1021'
 HH1021'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH ON THE TRACK ROAD
 HH1021'FOR 0.5 MILE TO A TRACK ROAD LEFT.  TURN LEFT, EAST, ON THE TRACK
 HH1021'ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HH1021'
 HH1021'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0935 ***********************************************************************
 JG0935  DESIGNATION -  PRAIRIE RESET
 JG0935  PID         -  JG0935
 JG0935  STATE/COUNTY-  KS/ELLIS
 JG0935  USGS QUAD   -  ELLIS SE (1974)
 JG0935
 JG0935                         *CURRENT SURVEY CONTROL
 JG0935  ___________________________________________________________________
 JG0935* NAD 83(1997)-  38 49 23.85040(N)    099 32 26.43001(W)     ADJUSTED  
 JG0935* NAVD 88     -       514.     (meters)    1686.     (feet)  SCALED    
 JG0935  ___________________________________________________________________
 JG0935  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 JG0935  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 JG0935
 JG0935  HORZ ORDER  -  THIRD
 JG0935
 JG0935.The horizontal coordinates were established by classical geodetic methods
 JG0935.and adjusted by the National Geodetic Survey in October 1998..
 JG0935
 JG0935.The orthometric height was scaled from a topographic map.
 JG0935
 JG0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0935
 JG0935.The geoid height was determined by GEOID03.
 JG0935
 JG0935;                    North         East     Units Scale Factor Converg.
 JG0935;SPC KS N     -    55,528.690   266,214.059   MT  0.99998450   -0 58 29.3
 JG0935;SPC KS S     -   639,871.640   309,622.639   MT  1.00006085   -0 38 22.3
 JG0935;UTM  14      - 4,297,306.213   453,065.623   MT  0.99962712   -0 20 20.3
 JG0935
 JG0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0935!SPC KS N     -   0.99992340  x   0.99998450  =   0.99990790
 JG0935!SPC KS S     -   0.99992340  x   1.00006085  =   0.99998425
 JG0935!UTM  14      -   0.99992340  x   0.99962712  =   0.99955055
 JG0935
 JG0935:                Primary Azimuth Mark                     Grid Az
 JG0935:SPC KS N     -  PRAIRIE AZ MK                            003 14 50.0
 JG0935:SPC KS S     -  PRAIRIE AZ MK                            002 54 43.0
 JG0935:UTM  14      -  PRAIRIE AZ MK                            002 36 41.0
 JG0935
 JG0935|---------------------------------------------------------------------|
 JG0935| PID    Reference Object                     Distance      Geod. Az  |
 JG0935|                                                           dddmmss.s |
 JG0935| AI1358 PRAIRIE AZ MK                                      0021620.7 |
 JG0935| AI1360 PRAIRIE RM 2                         11.709 METERS 09231     |
 JG0935| AI1359 PRAIRIE RM 1                         14.125 METERS 35753     |
 JG0935|---------------------------------------------------------------------|
 JG0935
 JG0935                          SUPERSEDED SURVEY CONTROL
 JG0935
 JG0935  NAD 83(1986)-  38 49 23.85718(N)    099 32 26.42967(W) AD(       ) 3
 JG0935  NAD 27      -  38 49 23.81400(N)    099 32 25.03300(W) AD(       ) 3
 JG0935
 JG0935.Superseded values are not recommended for survey control.
 JG0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0935.See file dsdata.txt to determine how the superseded data were derived.
 JG0935
 JG0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH5306697306(NAD 83)
 JG0935_MARKER: DH = HORIZONTAL CONTROL DISK
 JG0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0935_STAMPING: PRAIRIE 1960 1983
 JG0935_MARK LOGO: NGS   
 JG0935_PROJECTION: FLUSH
 JG0935_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0935+STABILITY: SURFACE MOTION
 JG0935
 JG0935  HISTORY     - Date     Condition        Report By
 JG0935  HISTORY     - 1983     MONUMENTED       NGS
 JG0935
 JG0935                          STATION DESCRIPTION
 JG0935
 JG0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JG0935'THE STATION MARKS, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE ALL
 JG0935'RECOVERED.  THE AZIMUTH MARK WILL BE DESTROYED BY NEW ROAD
 JG0935'CONSTRUCTION, THEREFORE AZIMUTH MARK 2 WAS ESTABLISHED. INADEQUATE
 JG0935'CHECKS TO THE SURFACE STATION MARK, FROM THE REFERENCE MARKS WAS NOTED
 JG0935'SO THE SURFACE MARK WAS REMOVED AND A NEW SURFACE MARK WAS SET
 JG0935'DIRECTLY OVER THE ORIGINAL UNDERGROUND MARK.  AFTER THE NEW SURFACE
 JG0935'MARK WAS SET, THE DISTANCE TO THE REFERENCE MARKS AGREED FAVORABLY
 JG0935'WITH 1950 DATA.  THE DIRECTION TO REFERENCE MARK 1 WAS 2 MINUTES 30
 JG0935'SECONDS LARGER THAN 1950 DATA.  THE NEW MARK IS THE SANE ELEVATION AS
 JG0935'THE ORIGINAL MARK.  DUE TO CHANGES, A NEW DESCRIPTION FOLLOWS.  THE
 JG0935'STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) WEST-SOUTHWEST OF HAYS,
 JG0935'12.8 KM (7.95 MI) SOUTH-SOUTHEAST OF ELLIS, ON THE EAST SIDE OF SEC
 JG0935'21, THIS, R 20 W AND THE CREST OF A LOW HILL ON THE WEST RIGHT-OF-WAY
 JG0935'OF A GRADED COUNTY ROAD.  THE COUNTY ENGINEERS ADDRESS IS P.O BOX 691,
 JG0935'HAYS, KANSAS 67601. TO REACH THE STATION FROM THE POST OFFICE IN
 JG0935'ELLIS, GO SOUTH ON WASHINGTON STREET FOR 0.24 KM (0.15 MI) TO 10TH
 JG0935'STREET. TURN LEFT AND GO EAST ON 10TH STREET FOR 0.24 KM (0.15 MI) TO
 JG0935'MONROE STREET.  TURN RIGHT AND GO SOUTH ON MONROE STREET AND A PAVED
 JG0935'COUNTY ROAD FOR 10.46 KM (6.50 MI) TO A CROSSROAD.  TURN LEFT AND GO
 JG0935'EAST ON A GRAVELED COUNTY ROAD FOR 1.61 KM (1.00 MI) TO A CROSSROAD.
 JG0935'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.61 KM (1.00 MI) TO A
 JG0935'SIDEROAD AND THE AZIMUTH MARK 2 ON THE LEFT.  CONTINUE SOUTH FOR 0.42
 JG0935'KM (0.25 MI) TO THE STATION ON THE RIGHT, AT THE CREST OF A HILL. THE
 JG0935'STATION IS A STANDARD NGS DISK STAMPED,---PRAIRIE 1950 1983---, SET
 JG0935'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 JG0935'DIAMETER, FLUSH WITH THE GROUND.  THE STATION IS LOCATED 5.95 METERS
 JG0935'(19.52 FT) WEST FROM THE CENTERLINE OF THE ROAD, 0.91 METERS (2.99 FT)
 JG0935'EAST FROM A FENCE, 0.61 METERS (2.00 FT) NORTH FROM A WITNESS POST.
 JG0935'REFERENCE MARK 1, IS A STANDARD CGS DISK STAMPED,---PRAIRIE 1950 NO
 JG0935'1---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 JG0935'CM) ON SIDE, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE
 JG0935'STATION IS LOCATED 14.72 METERS (48.29 FT) NORTH FROM THE WITNESS
 JG0935'POST, 6.55 METERS (21.49 FT) WEST FROM THE CENTERLINE OF THE ROAD, 0.3
 JG0935'METERS (1.0 FT) EAST FROM THE FENCE. REFERENCE MARK 2, IS A STANDARD
 JG0935'CGS DISK STAMPED,---PRAIRIE 1950 NO 2---, SET INTO THE TOP OF A SQUARE
 JG0935'CONCRETE MONUMENT, 12 INCHES (30 CM) ON SIDE, PROJECTING 4 INCHES (10
 JG0935'CM) ABOVE THE GROUND. THE STATION IS LOCATED 11.71 METERS (38.42 FT)
 JG0935'EAST FROM THE WITNESS POST, 6.1 METERS (20.0 FT) EAST FROM THE
 JG0935'CENTERLINE OF THE ROAD, 0.3 METERS (1.0 FT) WEST FROM THE FENCE.
 JG0935'AZIMUTH MARK 2, IS A STANDARD NGS DISK STAMPED,---PRAIRIE 1950 NO 2
 JG0935'1983---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 JG0935'CM) IN DIAMETER, FLUSH WITH THE GROUND.  THE STATION IS LOCATED 16.3
 JG0935'METERS (53.5 FT) EAST FROM THE CENTERLINE OF THE NORTH-SOUTH ROAD,
 JG0935'9.75 METERS (31.99 FT) NORTH FROM THE CENTERLINE OF THE EAST-WEST
 JG0935'ROAD, 0.43 METERS (1.41 FT) WEST FROM A WITNESS POST, 0.46 METERS
 JG0935'(1.51 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0827 ***********************************************************************
 HG0827  DESIGNATION -  PRAIRIE RM A
 HG0827  PID         -  HG0827
 HG0827  STATE/COUNTY-  KS/KINGMAN
 HG0827  USGS QUAD   -  CRYSTAL SPRINGS (1973)
 HG0827
 HG0827                         *CURRENT SURVEY CONTROL
 HG0827  ___________________________________________________________________
 HG0827* NAD 83(1997)-  37 22 27.21959(N)    098 07 51.27419(W)     ADJUSTED  
 HG0827* NAVD 88     -       502.1    (meters)    1647.     (feet)  VERTCON   
 HG0827  ___________________________________________________________________
 HG0827  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HG0827  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HG0827
 HG0827  HORZ ORDER  -  FIRST
 HG0827
 HG0827.The horizontal coordinates were established by classical geodetic methods
 HG0827.and adjusted by the National Geodetic Survey in October 1998..
 HG0827
 HG0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 HG0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HG0827
 HG0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0827
 HG0827.The geoid height was determined by GEOID03.
 HG0827
 HG0827;                    North         East     Units Scale Factor Converg.
 HG0827;SPC KS S     -   478,593.439   432,690.934   MT  0.99998059   +0 13 36.5
 HG0827;UTM  14      - 4,136,742.244   576,948.419   MT  0.99967293   +0 31 39.3
 HG0827
 HG0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0827!SPC KS S     -   0.99992566  x   0.99998059  =   0.99990625
 HG0827!UTM  14      -   0.99992566  x   0.99967293  =   0.99959861
 HG0827
 HG0827|---------------------------------------------------------------------|
 HG0827| PID    Reference Object                     Distance      Geod. Az  |
 HG0827|                                                           dddmmss.s |
 HG0827| HG0826 PRAIRIE                              26.180 METERS 05320     |
 HG0827| HG0823 SW BELL TEL CO MAST                 APPROX. 8.1 KM 0810118.2 |
 HG0827| HG0828 CALKIN                              APPROX.12.4 KM 3582038.8 |
 HG0827|---------------------------------------------------------------------|
 HG0827
 HG0827                          SUPERSEDED SURVEY CONTROL
 HG0827
 HG0827  NAD 83(1997)-  37 22 27.22460(N)    098 07 51.27635(W) AD(       ) 1
 HG0827  NAD 83(1986)-  37 22 27.22652(N)    098 07 51.27063(W) AD(       ) 1
 HG0827  NAD 27      -  37 22 27.16065(N)    098 07 50.03931(W) AD(       ) 1
 HG0827  NGVD 29 (07/19/86)  501.9    (m)         1647.     (f) VERT ANG       
 HG0827
 HG0827.Superseded values are not recommended for survey control.
 HG0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0827.See file dsdata.txt to determine how the superseded data were derived.
 HG0827
 HG0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7694836742(NAD 83)
 HG0827_MARKER: DS = TRIANGULATION STATION DISK
 HG0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0827+STABILITY: SURFACE MOTION
 HG0827
 HG0827  HISTORY     - Date     Condition        Report By
 HG0827  HISTORY     - 1968     MONUMENTED       CGS
 HG0827
 HG0827                          STATION DESCRIPTION
 HG0827
 HG0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LLC)
 HG0827'STATION IS LOCATED ON THE SAME PROPERTY AND NEAR THE SAME LOCATION
 HG0827'AS TRIANGULATION STATION PRAIRIE 1901.
 HG0827'
 HG0827'STATION IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 HG0827'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT IS 18 INCHES
 HG0827'BELOW THE SURFACE OF THE GROUND.  IT IS IN CULTIVATED FIELD OWNED
 HG0827'BY MR. JOHN MC INTIRE.
 HG0827'
 HG0827'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION PRAIRIE 1901,
 HG0827'DISTANCE BEING 26.180 METERS OR 85.89 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0848 ***********************************************************************
 HH0848  DESIGNATION -  PRAIRIE VIEW
 HH0848  PID         -  HH0848
 HH0848  STATE/COUNTY-  KS/HAMILTON
 HH0848  USGS QUAD   -  SYRACUSE WEST SE (1966)
 HH0848
 HH0848                         *CURRENT SURVEY CONTROL
 HH0848  ___________________________________________________________________
 HH0848* NAD 83(1997)-  37 49 38.36156(N)    101 48 56.70808(W)     ADJUSTED  
 HH0848* NAVD 88     -      1080.0    (meters)    3543.     (feet)  VERTCON   
 HH0848  ___________________________________________________________________
 HH0848  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 HH0848  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 HH0848
 HH0848  HORZ ORDER  -  FIRST
 HH0848
 HH0848.The horizontal coordinates were established by classical geodetic methods
 HH0848.and adjusted by the National Geodetic Survey in October 1998..
 HH0848
 HH0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0848
 HH0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0848
 HH0848.The geoid height was determined by GEOID03.
 HH0848
 HH0848;                    North         East     Units Scale Factor Converg.
 HH0848;SPC KS S     -   534,004.734   108,167.636   MT  0.99993716   -2 02 15.4
 HH0848;UTM  14      - 4,190,392.643   252,180.980   MT  1.00035649   -1 43 39.8
 HH0848
 HH0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0848!SPC KS S     -   0.99983440  x   0.99993716  =   0.99977157
 HH0848!UTM  14      -   0.99983440  x   1.00035649  =   1.00019083
 HH0848
 HH0848|---------------------------------------------------------------------|
 HH0848| PID    Reference Object                     Distance      Geod. Az  |
 HH0848|                                                           dddmmss.s |
 HH0848| CM9789 PRAIRIE VIEW RM 1                    46.570 METERS 12005     |
 HH0848| HH0837 JOHNSON MUN WATER TANK              APPROX.29.5 KM 1685126.5 |
 HH0848| HH0835 JOHNSON GRADE SCHOOL CUPOLA         APPROX.29.0 KM 1690621.7 |
 HH0848| HH0843 MANTER MUN WATER TANK               APPROX.34.2 KM 1902947.9 |
 HH0848| CM9790 PRAIRIE VIEW RM 2                    32.888 METERS 22344     |
 HH0848| HH0847 3530                                 84.391 METERS 24044     |
 HH0848| CM9788 PRAIRIE VIEW AZ MK                                 2675324.2 |
 HH0848|---------------------------------------------------------------------|
 HH0848
 HH0848                          SUPERSEDED SURVEY CONTROL
 HH0848
 HH0848  NAD 83(1997)-  37 49 38.36153(N)    101 48 56.70826(W) AD(       ) 1
 HH0848  NAD 83(1997)-  37 49 38.36432(N)    101 48 56.70718(W) AD(       ) 1
 HH0848  NAD 83(1986)-  37 49 38.36368(N)    101 48 56.70275(W) AD(       ) 1
 HH0848  NAD 27      -  37 49 38.32278(N)    101 48 55.08339(W) AD(       ) 1
 HH0848  NGVD 29 (07/19/86) 1079.6    (m)         3542.     (f) VERT ANG       
 HH0848
 HH0848.Superseded values are not recommended for survey control.
 HH0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0848.See file dsdata.txt to determine how the superseded data were derived.
 HH0848
 HH0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5218190393(NAD 83)
 HH0848_MARKER: DS = TRIANGULATION STATION DISK
 HH0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0848
 HH0848  HISTORY     - Date     Condition        Report By
 HH0848  HISTORY     - 1934     MONUMENTED       CGS
 HH0848  HISTORY     - 1948     SEE DESCRIPTION  LOCENG
 HH0848  HISTORY     - 1975     MARK NOT FOUND   NGS
 HH0848
 HH0848                          STATION DESCRIPTION
 HH0848
 HH0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0848'STATION IS 11 MILES AIRLINE S OF SYRACUSE AND ABOUT 3 MILES
 HH0848'N OF PRAIRIE VIEW SCHOOL.  IT IS 122 FEET NE OF T-ROAD INTERSECTION
 HH0848'AND 108 FEET N OF CENTER LINE OF CORRECTION-PARALLEL ROAD.
 HH0848'THE STATION IS 277 FEET NNE OF U.S.G.S. PIPE.
 HH0848'THE MARK IS SET 18 INCHES BELOW THE SURFACE.
 HH0848'
 HH0848'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HH0848'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 HH0848'
 HH0848'REFERENCE MARK NO. 1 IS SE OF STATION, 29 FEET N OF CENTER LINE
 HH0848'OF CORRECTION-PARALLEL ROAD AND PROJECTS 3 INCHES.
 HH0848'
 HH0848'REFERENCE MARK NO. 2 IS SW OF STATION, 35 FEET SW OF T-ROAD
 HH0848'INTERSECTION, 29 FEET S OF CENTER LINE OF CORRECTION-PARALLEL
 HH0848'ROAD AND PROJECTS 2 INCHES.
 HH0848'
 HH0848'AZIMUTH MARK IS W OF STATION, 32 FEET N OF CENTER LINE OF
 HH0848'CORRECTION-PARALLEL ROAD, 62 FEET N OF FENCE LINE AND PROJECTS
 HH0848'3 INCHES.
 HH0848'
 HH0848'TO REACH STATION FROM SYRACUSE, DRIVE S ON STATE HIGHWAY 27
 HH0848'FOR 9.0 MILES, FROM INTERSECTION OF MAIN STREET AND SANTA FE
 HH0848'TRACKS TO GRADED CROSSROADS.  TURN W ON GRADED ROAD, DRIVE
 HH0848'1.0 MILE, AND THEN TURN S ON GRADED ROAD AND DRIVE 2.0 MILES
 HH0848'TO GRADED ROAD INTERSECTION.  TURN W ON GRADED ROAD AND DRIVE
 HH0848'2.0 MILES TO T-INTERSECTION AND STATION.
 HH0848'
 HH0848'A 35-FOOT STAND NECESSARY TO CLEAR ALL LINES.
 HH0848
 HH0848                          STATION RECOVERY (1948)
 HH0848
 HH0848'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948 (TBQ)
 HH0848'R.M. 1, AZIMUTH MARK, AND U.S.G.S. PIPE
 HH0848'WERE DESTROYED BY A BLADE GRADER.
 HH0848'
 HH0848'FAILED TO LOCATE R.M. 2 WITHOUT DIGGING BELOW THE SURFACE, WHICH
 HH0848'WAS NOT DONE.
 HH0848
 HH0848                          STATION RECOVERY (1975)
 HH0848
 HH0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HH0848'REFERENCE MARK 2 WAS RECOVERED IN POOR CONDITION AND IT IS BELIEVED
 HH0848'THIS MARK HAD BEEN MOVED.  REFERENCE MARK 1 AND THE USGS BENCH MARK
 HH0848'WERE PREVIOUSLY REPORTED DESTROYED.  CONSIDERABLE TIME WAS SPENT IN
 HH0848'SEARCH FOR THE STATION MARKS AND THE AZIMUTH MARK, BUT WAS UNABLE
 HH0848'TO FIND THEM.  THE COUNTY ROAD HAS BEEN WIDENED AND THE STATION
 HH0848'MARKS WOULD NOW BE IN AREA UNDER CULTIVATION.
 HH0848'
 HH0848'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 11 MILES
 HH0848'SOUTH OF SYRACUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0805 ***********************************************************************
 KG0805  DESIGNATION -  PRAIRIE VIEW MUNICIPAL TANK
 KG0805  PID         -  KG0805
 KG0805  STATE/COUNTY-  KS/PHILLIPS
 KG0805  USGS QUAD   -  PRAIRIE VIEW (1978)
 KG0805
 KG0805                         *CURRENT SURVEY CONTROL
 KG0805  ___________________________________________________________________
 KG0805* NAD 83(1997)-  39 50 06.71052(N)    099 34 20.04644(W)     ADJUSTED  
 KG0805* NAVD 88     -                                                        
 KG0805  ___________________________________________________________________
 KG0805  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 KG0805  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 KG0805
 KG0805  HORZ ORDER  -  THIRD
 KG0805
 KG0805.The horizontal coordinates were established by classical geodetic methods
 KG0805.and adjusted by the National Geodetic Survey in October 1998..
 KG0805
 KG0805
 KG0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0805
 KG0805.The geoid height was determined by GEOID03.
 KG0805
 KG0805;                    North         East     Units Scale Factor Converg.
 KG0805;SPC KS N     -   167,899.133   265,424.147   MT  1.00000883   -0 59 41.2
 KG0805;SPC NE       -       297.571   536,618.881   MT  1.00007849   +0 17 00.5
 KG0805;UTM  14      - 4,409,622.629   451,036.810   MT  0.99962951   -0 21 59.7
 KG0805
 KG0805                          SUPERSEDED SURVEY CONTROL
 KG0805
 KG0805  NAD 83(1997)-  39 50 06.71242(N)    099 34 20.04669(W) AD(       ) 4
 KG0805  NAD 83(1986)-  39 50 06.71512(N)    099 34 20.04766(W) AD(       ) 4
 KG0805  NAD 27      -  39 50 06.68300(N)    099 34 18.66400(W) AD(       ) 3
 KG0805
 KG0805.Superseded values are not recommended for survey control.
 KG0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0805.See file dsdata.txt to determine how the superseded data were derived.
 KG0805
 KG0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK5103709623(NAD 83)
 KG0805_MARKER: 53 = ELEVATED TANK
 KG0805
 KG0805  HISTORY     - Date     Condition        Report By
 KG0805  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0805
 KG0805                          STATION DESCRIPTION
 KG0805
 KG0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0805'THE STATION IS LOCATED AT THE NORTH EDGE OF PRAIRIE VIEW AND
 KG0805'50 FEET NORTH OF THE CENTER OF AN EAST-WEST STREET.  IT IS A
 KG0805'4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND HAS
 KG0805'AN OVERALL HEIGHT OF ABOUT 110 FEET.  IT IS SILVER IN COLOR
 KG0805'AND HAS THE LETTERING PRAIRIE VIEW ON THE SOUTH SIDE.  THE POINT
 KG0805'OBSERVED UPON WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1157 ***********************************************************************
 KE1157  DESIGNATION -  PRAIRIE VILLAGE N MUN TANK
 KE1157  PID         -  KE1157
 KE1157  STATE/COUNTY-  KS/JOHNSON
 KE1157  USGS QUAD   -  SHAWNEE (1991)
 KE1157
 KE1157                         *CURRENT SURVEY CONTROL
 KE1157  ___________________________________________________________________
 KE1157* NAD 83(1997)-  39 00 10.53865(N)    094 38 25.22701(W)     ADJUSTED  
 KE1157* NAVD 88     -                                                        
 KE1157  ___________________________________________________________________
 KE1157  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 KE1157  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 KE1157
 KE1157  HORZ ORDER  -  THIRD
 KE1157
 KE1157.The horizontal coordinates were established by classical geodetic methods
 KE1157.and adjusted by the National Geodetic Survey in October 1998..
 KE1157
 KE1157
 KE1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1157
 KE1157.The geoid height was determined by GEOID03.
 KE1157
 KE1157;                    North         East     Units Scale Factor Converg.
 KE1157;SPC KS N     -    79,729.861   690,946.592   MT  0.99996615   +2 07 32.5
 KE1157;UTM  15      - 4,318,381.269   357,961.786   MT  0.99984842   -1 01 57.1
 KE1157
 KE1157                          SUPERSEDED SURVEY CONTROL
 KE1157
 KE1157  NAD 83(1986)-  39 00 10.54481(N)    094 38 25.22402(W) AD(       ) 4
 KE1157  NAD 27      -  39 00 10.52202(N)    094 38 24.37849(W) AD(       ) 3
 KE1157
 KE1157.Superseded values are not recommended for survey control.
 KE1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1157.See file dsdata.txt to determine how the superseded data were derived.
 KE1157
 KE1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5796218381(NAD 83)
 KE1157_MARKER: 53 = ELEVATED TANK
 KE1157
 KE1157  HISTORY     - Date     Condition        Report By
 KE1157  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1157  HISTORY     - 20051203 GOOD             GEOCAC
 KE1157
 KE1157                          STATION DESCRIPTION
 KE1157
 KE1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1157'THE STATION, PRAIRIE VILLAGE MUNICIPAL NORTH TANK, IS THE CENTER OF
 KE1157'THE TOP OF AN ELEVATED WATER TANK, PAINTED BLUE AND IS SUPPORTED BY
 KE1157'EIGHT ROUND LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 120 FEET,
 KE1157'A CAPACITY OF 500,000 GALLONS AND IS LOCATED AT THE JUNCTION OF
 KE1157'ROE AVENUE AND 70TH STREET IN PRAIRIE VILLAGE.  THE TANK IS THE
 KE1157'PROPERTY OF THE J. C. NICHOLS COMPANY.
 KE1157
 KE1157                          STATION RECOVERY (2005)
 KE1157
 KE1157'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1157'THE TANK IS NOW PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1989 ***********************************************************************
 JE1989  DESIGNATION -  PRAIRIE VILLAGE RAD STA KDAF
 JE1989  PID         -  JE1989
 JE1989  STATE/COUNTY-  KS/JOHNSON
 JE1989  USGS QUAD   -  LENEXA (1991)
 JE1989
 JE1989                         *CURRENT SURVEY CONTROL
 JE1989  ___________________________________________________________________
 JE1989* NAD 83(1997)-  38 59 02.99185(N)    094 37 42.82003(W)     ADJUSTED  
 JE1989* NAVD 88     -                                                        
 JE1989  ___________________________________________________________________
 JE1989  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JE1989  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JE1989
 JE1989  HORZ ORDER  -  THIRD
 JE1989
 JE1989.The horizontal coordinates were established by classical geodetic methods
 JE1989.and adjusted by the National Geodetic Survey in October 1998..
 JE1989
 JE1989
 JE1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1989
 JE1989.The geoid height was determined by GEOID03.
 JE1989
 JE1989;                    North         East     Units Scale Factor Converg.
 JE1989;SPC KS N     -    77,686.306   692,043.775   MT  0.99996761   +2 07 59.4
 JE1989;UTM  15      - 4,316,280.625   358,944.605   MT  0.99984500   -1 01 28.9
 JE1989
 JE1989                          SUPERSEDED SURVEY CONTROL
 JE1989
 JE1989  NAD 83(1986)-  38 59 02.99830(N)    094 37 42.81721(W) AD(       ) 4
 JE1989  NAD 27      -  38 59 02.97515(N)    094 37 41.97226(W) AD(       ) 3
 JE1989
 JE1989.Superseded values are not recommended for survey control.
 JE1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1989.See file dsdata.txt to determine how the superseded data were derived.
 JE1989
 JE1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5894516281(NAD 83)
 JE1989_MARKER: 42 = RADIO/TV MAST
 JE1989
 JE1989  HISTORY     - Date     Condition        Report By
 JE1989  HISTORY     - 1972     FIRST OBSERVED   NGS
 JE1989  HISTORY     - 20050528 GOOD             INDIV
 JE1989
 JE1989                          STATION DESCRIPTION
 JE1989
 JE1989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1989'THE STATION, PRAIRIE VILLAGE RADIO STATION MAST KDAF, IS THE RED
 JE1989'LIGHT ATOP THE CENTER OF A FOUR LEGGED, GUYED MAST THAT IS PAINTED
 JE1989'ALTERNATELY RED AND WHITE.  THE STRUCTURE HAS AN OVERALL
 JE1989'HEIGHT OF 420 FEET AND IS LOCATED IN THE SOUTHEAST ANGLE OF MISSION
 JE1989'ROAD AND 79TH STREET IN PRAIRIE VILLAGE, A SUB DIVISION OF KANSAS
 JE1989'CITY.
 JE1989
 JE1989                          STATION RECOVERY (2005)
 JE1989
 JE1989'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1990 ***********************************************************************
 JE1990  DESIGNATION -  PRAIRIE VILLAGE S MUN TANK
 JE1990  PID         -  JE1990
 JE1990  STATE/COUNTY-  KS/JOHNSON
 JE1990  USGS QUAD   -  LENEXA (1991)
 JE1990
 JE1990                         *CURRENT SURVEY CONTROL
 JE1990  ___________________________________________________________________
 JE1990* NAD 83(1997)-  38 59 15.26369(N)    094 38 03.09511(W)     ADJUSTED  
 JE1990* NAVD 88     -                                                        
 JE1990  ___________________________________________________________________
 JE1990  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JE1990  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 JE1990
 JE1990  HORZ ORDER  -  THIRD
 JE1990
 JE1990.The horizontal coordinates were established by classical geodetic methods
 JE1990.and adjusted by the National Geodetic Survey in October 1998..
 JE1990
 JE1990
 JE1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1990
 JE1990.The geoid height was determined by GEOID03.
 JE1990
 JE1990;                    North         East     Units Scale Factor Converg.
 JE1990;SPC KS N     -    78,046.318   691,542.081   MT  0.99996734   +2 07 46.5
 JE1990;UTM  15      - 4,316,667.681   358,463.563   MT  0.99984667   -1 01 42.0
 JE1990
 JE1990                          SUPERSEDED SURVEY CONTROL
 JE1990
 JE1990  NAD 83(1986)-  38 59 15.27014(N)    094 38 03.09188(W) AD(       ) 4
 JE1990  NAD 27      -  38 59 15.24720(N)    094 38 02.24410(W) AD(       ) 3
 JE1990
 JE1990.Superseded values are not recommended for survey control.
 JE1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1990.See file dsdata.txt to determine how the superseded data were derived.
 JE1990
 JE1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5846416668(NAD 83)
 JE1990_MARKER: 53 = ELEVATED TANK
 JE1990
 JE1990  HISTORY     - Date     Condition        Report By
 JE1990  HISTORY     - 1972     FIRST OBSERVED   NGS
 JE1990  HISTORY     - 20051203 GOOD             GEOCAC
 JE1990
 JE1990                          STATION DESCRIPTION
 JE1990
 JE1990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 JE1990'THE STATION, PRAIRIE VILLAGE MUNICIPAL TANK, IS THE CENTER OF THE TOP
 JE1990'OF A ELEVATED WATER TANK, PAINTED BLUE AND IS SUPPORTED BY TEN ROUND
 JE1990'LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 170 FEET, A CAPACITY
 JE1990'OF 1,000,000 GALLONS AND IS LOCATED AT THE JUNCTION OF 78TH AND
 JE1990'DELMAR STREETS IN PRAIRIE VILLAGE, A SUB DIVISION OF KANSAS CITY.
 JE1990'THE TANK IS OWNED BY WATER DISTRICT NO. 1 OF JOHNSON COUNTY.
 JE1990
 JE1990                          STATION RECOVERY (2005)
 JE1990
 JE1990'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE1990'THE TANK IS NOW PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0698 ***********************************************************************
 HG0698  DESIGNATION -  PRATT 4 H
 HG0698  PID         -  HG0698
 HG0698  STATE/COUNTY-  KS/PRATT
 HG0698  USGS QUAD   -  PRATT (1968)
 HG0698
 HG0698                         *CURRENT SURVEY CONTROL
 HG0698  ___________________________________________________________________
 HG0698* NAD 83(1997)-  37 37 45.57858(N)    098 44 03.59645(W)     ADJUSTED  
 HG0698* NAVD 88     -       580.011  (meters)    1902.92   (feet)  ADJUSTED  
 HG0698  ___________________________________________________________________
 HG0698  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 HG0698  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 HG0698  DYNAMIC HT  -         579.523 (meters)    1901.32  (feet)  COMP
 HG0698  MODELED GRAV-     979,770.5   (mgal)                       NAVD 88
 HG0698
 HG0698  HORZ ORDER  -  SECOND
 HG0698  VERT ORDER  -  FIRST     CLASS II
 HG0698
 HG0698.The horizontal coordinates were established by classical geodetic methods
 HG0698.and adjusted by the National Geodetic Survey in October 1998..
 HG0698
 HG0698.The orthometric height was determined by differential leveling
 HG0698.and adjusted by the National Geodetic Survey in June 1991..
 HG0698
 HG0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0698
 HG0698.The geoid height was determined by GEOID03.
 HG0698
 HG0698.The dynamic height is computed by dividing the NAVD 88
 HG0698.geopotential number by the normal gravity value computed on the
 HG0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0698.degrees latitude (g = 980.6199 gals.).
 HG0698
 HG0698.The modeled gravity was interpolated from observed gravity values.
 HG0698
 HG0698;                    North         East     Units Scale Factor Converg.
 HG0698;SPC KS S     -   506,866.446   379,315.935   MT  0.99994851   -0 08 38.4
 HG0698;UTM  14      - 4,164,722.603   523,441.845   MT  0.99960677   +0 09 43.9
 HG0698
 HG0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0698!SPC KS S     -   0.99991330  x   0.99994851  =   0.99986181
 HG0698!UTM  14      -   0.99991330  x   0.99960677  =   0.99952010
 HG0698
 HG0698|---------------------------------------------------------------------|
 HG0698| PID    Reference Object                     Distance      Geod. Az  |
 HG0698|                                                           dddmmss.s |
 HG0698| AI1708 PRATT 4 H RM 1                       12.198 METERS 00554     |
 HG0698| AI1709 PRATT 4 H RM 2                       12.363 METERS 17953     |
 HG0698| HG0870 PRATT RADIO STATION KWSK MAST       APPROX. 1.0 KM 2784235.6 |
 HG0698| HG0697 PRATT 4 H AZ MK                                    3085041.2 |
 HG0698| HG0873 PRATT NINNESCAH ELEC COOP MAST      APPROX. 2.5 KM 3093812.8 |
 HG0698|---------------------------------------------------------------------|
 HG0698
 HG0698                          SUPERSEDED SURVEY CONTROL
 HG0698
 HG0698  NAD 83(1997)-  37 37 45.58568(N)    098 44 03.59812(W) AD(       ) 2
 HG0698  NAD 83(1986)-  37 37 45.58567(N)    098 44 03.59585(W) AD(       ) 2
 HG0698  NAD 27      -  37 37 45.52000(N)    098 44 02.26500(W) AD(       ) 2
 HG0698
 HG0698.Superseded values are not recommended for survey control.
 HG0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0698.See file dsdata.txt to determine how the superseded data were derived.
 HG0698
 HG0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG2344264723(NAD 83)
 HG0698_MARKER: DS = TRIANGULATION STATION DISK
 HG0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0698_SP_SET: CONCRETE POST
 HG0698_STAMPING: PRATT 4 H 1953
 HG0698_MARK LOGO: CGS   
 HG0698_PROJECTION: FLUSH
 HG0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 HG0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0698+STABILITY: SURFACE MOTION
 HG0698
 HG0698  HISTORY     - Date     Condition        Report By
 HG0698  HISTORY     - 1953     MONUMENTED       CGS
 HG0698  HISTORY     - 1969     GOOD             CGS
 HG0698  HISTORY     - 1969     GOOD             CGS
 HG0698  HISTORY     - 1986     GOOD             NGS
 HG0698  HISTORY     - 19860621 GOOD             NGS
 HG0698
 HG0698                          STATION DESCRIPTION
 HG0698
 HG0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0698'THE STATION IS LOCATED ABOUT 1.4 MILES SOUTH-SOUTHEAST OF
 HG0698'PRATT, 0.45 MILE EAST OF U.S. HIGHWAY 281, 289.5 FEET EAST OF
 HG0698'THE NORTHEAST CORNER OF THE 4H CLUB OFFICE BUILDING, 37.8
 HG0698'FEET SOUTH OF A THREE-WAY FENCE CORNER, 5.7 FEET NORTH OF
 HG0698'A WHITE 4 IN X 4 IN WITNESS POST, 2.8 FEET WEST OF A WIRE
 HG0698'FENCE AND ON LAND OWNED BY THE CITY OF PRATT.
 HG0698'
 HG0698'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 64 AND
 HG0698'U.S. HIGHWAY 281 ABOUT 1 MILE SOUTH OF THE CITY OF PRATT, GO
 HG0698'EAST ON STATE HIGHWAY 64 FOR 0.15 MILE TO A MACADAM ROAD ON THE
 HG0698'RIGHT, TURN RIGHT (SOUTH) AND GO FOR 0.2 MILE TO THE 4H CLUB
 HG0698'BUILDINGS AND THE STATION AS DESCRIBED.
 HG0698'
 HG0698'THE STATION MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HG0698'STAMPED PRATT 4H 1953.
 HG0698'
 HG0698'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WIRE FENCE.  THE MARK
 HG0698'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PRATT 4H
 HG0698'NO 1 1953.
 HG0698'
 HG0698'REFERENCE MARK 2 IS 6 FEET NORTH OF THE THREE-WAY FENCE CORNER
 HG0698'AND 1.5 FEET WEST OF THE WIRE FENCE.  THE MARK IS FLUSH
 HG0698'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED PRATT
 HG0698'4H NO 2 1953.
 HG0698'
 HG0698'THE AZIMUTH MARK IS 157 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 HG0698'END OF A CONCRETE BRIDGE THAT SPANS THE PRATT RIVER, 59 FEET
 HG0698'EAST OF THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 281 AND
 HG0698'STATE HIGHWAY 64, 19 FEET WEST OF THE CENTER OF A DIRT ROAD,
 HG0698'18.6 FEET SOUTH OF A POWERLINE POLE AND 1.5 FEET SOUTHEAST OF
 HG0698'A WHITE 4 IN X 4 IN WITNESS POST.  THE MARK PROJECTS 2 INCHES
 HG0698'AND THE DISK IS STAMPED PRATT 4H 1953.
 HG0698'
 HG0698'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HG0698
 HG0698                          STATION RECOVERY (1969)
 HG0698
 HG0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RAP)
 HG0698'THE STATION MARK, REFERENCE MARKS NOS. 1 AND 2 AND THE AZIMUTH MARK
 HG0698'WERE RECOVERED IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 HG0698'
 HG0698'ADDITIONAL NOTES FOLLOW--
 HG0698'
 HG0698'THE STATION MARK IS 32.5 FEET SOUTH OF THE SOUTH GATE POST OF AN IRON
 HG0698'GATE, 3.5 FEET WEST OF A NORTH-SOUTH FENCE, 1 INCH BELOW THE SURFACE
 HG0698'AND AT THE EAST EDGE OF NEW ROAD BLADING.
 HG0698'
 HG0698'REFERENCE MARK NO. 1 IS DIRECTLY BENEATH THE NORTH-SOUTH FENCE AND
 HG0698'3.5 FEET NORTH OF A WOOD FENCE POST AT THE NORTH END OF THE IRON
 HG0698'GATE.
 HG0698'
 HG0698'REFERENCE MARK NO. 2 IS 1.5 FEET WEST OF THE NORTH-SOUTH FENCE AND 2
 HG0698'INCHES BELOW THE SURFACE OF THE NEW ROAD BLADING.
 HG0698'
 HG0698'A STANDARD WITNESS POST WAS SET 3.5 FEET EAST OF THE STATION MARK IN
 HG0698'THE FENCELINE.
 HG0698'
 HG0698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 HG0698'SOUTH-SOUTHEAST OF PRATT.
 HG0698
 HG0698                          STATION RECOVERY (1969)
 HG0698
 HG0698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 HG0698'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE
 HG0698'AZIMUTH MARK WERE RECOVERED AS DESCRIBED BY R.A.P. IN 1969 AND
 HG0698'FOUND IN GOOD CONDITION.
 HG0698'
 HG0698'METAL WITNESS POSTS WERE SET 1 FOOT EAST, 1 FOOT SOUTHWEST, AND 1
 HG0698'FOOT NORTHWEST OF THE STATION MARK AS REQUESTED BY THE COUNTY AGENT
 HG0698'OF PRATT COUNTY.
 HG0698'
 HG0698'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 HG0698'
 HG0698'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE SSE
 HG0698'OF PRATT.
 HG0698
 HG0698                          STATION RECOVERY (1986)
 HG0698
 HG0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0698'2.3 KM (1.4 MI) SOUTH FROM PRATT.
 HG0698'1.6 KM (1.0 MI) SOUTH ALONG US HIGHWAY 281 FROM THE JUNCTION OF US
 HG0698'HIGHWAY 54 AT PRATT, THENCE 0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY
 HG0698'64, THENCE 0.2 KM (0.15 MI) SOUTH ALONG A GRAVEL COUNTY FAIR GROUNDS
 HG0698'ENTRANCE ROAD, 4.6 METERS (15 FT) EAST OF THE CENTER OF THE ROAD,
 HG0698'13.7 METERS (45 FT) NORTHWEST OF THE NORTHWEST CORNER OF A TENNIS
 HG0698'COURT, 7.0 METERS (23 FT) SOUTH OF THE SOUTH END OF A GATE AND 1.4
 HG0698'METERS (4.5 FT) WEST OF A FENCE.
 HG0698'THE MARK IS 1.3 METERS  SW FROM  A WITNESS POST
 HG0698'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 HG0698
 HG0698                          STATION RECOVERY (1986)
 HG0698
 HG0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 HG0698'THE SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 HG0698'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOW OBSTRUCTED
 HG0698'BY TREES.  NO SUITABLE LOCATION FOR ANOTHER AZIMUTH MARK WAS FOUND DUE
 HG0698'TO SURROUNDING BUILDINGS, TREES AND TERRAIN.  THE PRATT FIRST UNITED
 HG0698'METHODIST CHURCH CROSS WAS OBSERVED UPON AND CAN SERVE AS AN AZIMUTH
 HG0698'OBJECT.  THE PRATT MUNICIPAL TANK WAS ALSO OBSERVED UPON, BUT THE TANK
 HG0698'WILL NOT BE VISIBLE WHEN TREES ARE LEAFED OUT.  A NEW DESCRIPTION
 HG0698'FOLLOWS.  THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTH OF
 HG0698'PRATT, 0.8 KM (0.50 MI) EAST OF U.S HIGHWAY 781, 0.4 KM (0.25 MI)
 HG0698'SOUTH OF STATE HIGHWAY 64 AND ON THE PRATT COUNTY FAIRGROUNDS.
 HG0698'OWNERSHIP--PRATT COUNTY FAIR ASSOCIATION--.  CONTACT PAUL HARTMAN,
 HG0698'FAIR MANAGER AND COUNTY EXTENSION AGENT, PRATT COUNTY COURTHOUSE,
 HG0698'PRATT, KANSAS 67124.  A KEY IS REQUIRED FOR ACCESS TO THE STATION.  TO
 HG0698'REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 281 AND STATE
 HG0698'HIGHWAY 64, ABOUT 1.6 KM (1.00 MI) SOUTH OF PRATT, GO EAST ON HIGHWAY
 HG0698'64 FOR 0.64 KM (0.40 MI) TO THE SECOND AND EAST ENTRANCE TO THE
 HG0698'FAIRGROUNDS.  TURN RIGHT AND GO SOUTH, PASSING THROUGH A LOCKED GATE,
 HG0698'ON A PAVED ROAD FOR 0.32 KM (0.20 MI) TO THE END OF THE PAVEMENT AND
 HG0698'THE STATION ON THE LEFT, AT THE REAR OF A HOUSE AND AT THE NORTHWEST
 HG0698'CORNER OF A SMALL TENNIS COURT.  THE STATION IS A STANDARD CGS DISK
 HG0698'STAMPED---PRATT 4 H 1953---, SET INTO THE TOP OF A ROUND CONCRETE
 HG0698'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH, WITH GROUND.  THE
 HG0698'STATION IS LOCATED 13.65 METERS (44.78 FT) NORTHWEST FROM THE
 HG0698'NORTHWEST CORNER OF A TENNIS COURT, 10.52 METERS (34.51 FT) SOUTH FROM
 HG0698'THE WEST END OF A CABLE AND STEEL POST FENCE, 5.2 METERS (17.1 FT)
 HG0698'EAST FROM THE CENTERLINE OF THE ROAD, 1.37 METERS (4.49 FT) SOUTHWEST
 HG0698'FROM A WITNESS POST, 88.24 METERS (289.50 FT) EAST FROM THE NORTHEAST
 HG0698'CORNER OF THE NORTHERNMOST FAIR BUILDING.  REFERENCE MARK NO 1 IS A
 HG0698'STANDARD CGS DISK STAMPED---PRATT 4 H NO 1 1953---, SET INTO THE TOP
 HG0698'OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED
 HG0698'4 INCHES (10 CM) BELOW THE GROUND.  THE STATION IS LOCATED 22.31
 HG0698'METERS (73.20 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE TENNIS
 HG0698'COURT, 1.68 METERS (5.51 FT) NORTH-NORTHWEST FROM THE WEST END POST OF
 HG0698'THE CABLE FENCE, 0.55 METERS (1.80 FT) SOUTH FROM A WITNESS POST AND
 HG0698'DIRECTLY UNDER A WIRE FENCE, AND LEVEL WITH THE STATION.  REFERENCE
 HG0698'MARK NO 2 IS A STANDARD CGS DISK STAMPED---PRATT 4 H NO 2 1953---, SET
 HG0698'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 HG0698'DIAMETER, RECESSED 6 INCHES (5 CM) BELOW THE GROUND.  THE STATION IS
 HG0698'LOCATED 22.86 METERS (75.00 FT) SOUTH FROM THE WEST END OF THE CABLE
 HG0698'FENCE, 11.83 METERS (38.81 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF
 HG0698'THE TENNIS COURT, 0.61 METERS (2.00 FT) WEST FROM AN OLD WIRE FENCE,
 HG0698'0.76 METERS (2.49 FT) NORTHWEST FROM A WITNESS POST AND LEVEL WITH THE
 HG0698'STATION.  AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED---PRATT 4 H
 HG0698'1953---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 HG0698'CM) IN DIAMETER, RECESSED 2 INCHES (5 CM) BELOW THE GROUND.  MARK IS
 HG0698'IN THE NORTHEAST ANGLE OF THE JUNCTION OF U.S HIGHWAY 281 WITH STATE
 HG0698'HIGHWAY 64 AND IS IN THE NORTHWEST PART OF A SMALL CAMPGROUND FOR A
 HG0698'SMALL LAKE.  THE STATION IS LOCATED 47.85 METERS (156.99 FT)
 HG0698'SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE BRIDGE OVER THE PRATT
 HG0698'RIVER, 18.0 METERS (59.1 FT) EAST FROM THE CENTER OF THE Y-JUNCTION OF
 HG0698'U.S 281 AND S.H 64, 5.8 METERS (19.0 FT) WEST FROM THE CENTERLINE OF
 HG0698'THE TRACK ROAD, 0.46 METERS (1.51 FT) SOUTH FROM A WITNESS POST.  THE
 HG0698'PRATT FIRST UNITED METHODIST CHURCH IS LOCATED IN PRATT, IN THE
 HG0698'NORTHEAST ANGLE OF FIRST AND JACKSON STREETS.  POINT OBSERVED UPON WAS
 HG0698'THE BASE OF THE CROSS ATOP THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0697 ***********************************************************************
 HG0697  DESIGNATION -  PRATT 4 H AZ MK
 HG0697  PID         -  HG0697
 HG0697  STATE/COUNTY-  KS/PRATT
 HG0697  USGS QUAD   -  PRATT (1968)
 HG0697
 HG0697                         *CURRENT SURVEY CONTROL
 HG0697  ___________________________________________________________________
 HG0697* NAD 83(1986)-  37 37 57.     (N)    098 44 21.     (W)     SCALED    
 HG0697* NAVD 88     -       562.145  (meters)    1844.30   (feet)  ADJUSTED  
 HG0697  ___________________________________________________________________
 HG0697  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 HG0697  DYNAMIC HT  -         561.672 (meters)    1842.75  (feet)  COMP
 HG0697  MODELED GRAV-     979,770.8   (mgal)                       NAVD 88
 HG0697
 HG0697  VERT ORDER  -  FIRST     CLASS II
 HG0697
 HG0697.The horizontal coordinates were scaled from a topographic map and have
 HG0697.an estimated accuracy of +/- 6 seconds.
 HG0697
 HG0697.The orthometric height was determined by differential leveling
 HG0697.and adjusted by the National Geodetic Survey in June 1991..
 HG0697
 HG0697.The geoid height was determined by GEOID03.
 HG0697
 HG0697.The dynamic height is computed by dividing the NAVD 88
 HG0697.geopotential number by the normal gravity value computed on the
 HG0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0697.degrees latitude (g = 980.6199 gals.).
 HG0697
 HG0697.The modeled gravity was interpolated from observed gravity values.
 HG0697
 HG0697;                    North         East    Units  Estimated Accuracy
 HG0697;SPC KS S     -   507,220.      378,890.      MT  (+/- 180 meters Scaled)
 HG0697
 HG0697                          SUPERSEDED SURVEY CONTROL
 HG0697
 HG0697.No superseded survey control is available for this station.
 HG0697
 HG0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG230650(NAD 83)
 HG0697_MARKER: DZ = AZIMUTH MARK DISK
 HG0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0697_SP_SET: CONCRETE POST
 HG0697_STAMPING: PRATT 4 H 1953
 HG0697_MARK LOGO: CGS   
 HG0697_PROJECTION: FLUSH
 HG0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0697+STABILITY: SURFACE MOTION
 HG0697
 HG0697  HISTORY     - Date     Condition        Report By
 HG0697  HISTORY     - 1953     MONUMENTED       CGS
 HG0697  HISTORY     - 1986     GOOD             NGS
 HG0697
 HG0697                          STATION DESCRIPTION
 HG0697
 HG0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0697'1.5 KM (0.95 MI) SOUTH FROM PRATT.
 HG0697'1.5 KM (0.95 MI) SOUTH ALONG US HIGHWAY 281 FROM THE JUNCTION OF US
 HG0697'HIGHWAY 54 AT PRATT, 0.2 KM (0.1 MI) NORTH OF THE JUNCTION OF STATE
 HG0697'HIGHWAY 64, 17.1 METERS (56 FT) EAST OF THE HIGHWAY CENTERLINE, 47.9
 HG0697'METERS (157 FT) SOUTH-SOUTHEAST OF THE SOUTH END OF THE EAST GUARD
 HG0697'RAIL OF A BRIDGE AND 11.9 METERS (39 FT) WEST OF THE CENTER OF A DIRT
 HG0697'ROAD.
 HG0697'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HG0697'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0869 ***********************************************************************
 HG0869  DESIGNATION -  PRATT MUNICIPAL AIRPORT TANK
 HG0869  PID         -  HG0869
 HG0869  STATE/COUNTY-  KS/PRATT
 HG0869  USGS QUAD   -  PRATT (1968)
 HG0869
 HG0869                         *CURRENT SURVEY CONTROL
 HG0869  ___________________________________________________________________
 HG0869* NAD 83(1997)-  37 42 16.19179(N)    098 44 29.33814(W)     ADJUSTED  
 HG0869* NAVD 88     -                                                        
 HG0869  ___________________________________________________________________
 HG0869  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 HG0869  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 HG0869
 HG0869  HORZ ORDER  -  THIRD
 HG0869
 HG0869.This mark is at Pratt Municipal Airport (PTT)
 HG0869
 HG0869.The horizontal coordinates were established by classical geodetic methods
 HG0869.and adjusted by the National Geodetic Survey in October 1998..
 HG0869
 HG0869
 HG0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0869
 HG0869.The geoid height was determined by GEOID03.
 HG0869
 HG0869;                    North         East     Units Scale Factor Converg.
 HG0869;SPC KS S     -   515,210.743   378,706.386   MT  0.99994280   -0 08 54.2
 HG0869;UTM  14      - 4,173,060.694   522,787.911   MT  0.99960640   +0 09 29.2
 HG0869
 HG0869                          SUPERSEDED SURVEY CONTROL
 HG0869
 HG0869  NAD 83(1997)-  37 42 16.19835(N)    098 44 29.33957(W) AD(       ) 4
 HG0869  NAD 83(1986)-  37 42 16.19798(N)    098 44 29.33734(W) AD(       ) 4
 HG0869  NAD 27      -  37 42 16.13100(N)    098 44 28.00600(W) AD(       ) 3
 HG0869
 HG0869.Superseded values are not recommended for survey control.
 HG0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0869.See file dsdata.txt to determine how the superseded data were derived.
 HG0869
 HG0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG2278873061(NAD 83)
 HG0869_MARKER: 53 = ELEVATED TANK
 HG0869
 HG0869  HISTORY     - Date     Condition        Report By
 HG0869  HISTORY     - 1953     FIRST OBSERVED   CGS
 HG0869
 HG0869                          STATION DESCRIPTION
 HG0869
 HG0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0869'THE STATION IS 4 MILES NORTH OF PRATT, 1-1/2 MILES SOUTH
 HG0869'OF IUKA, 0.05 MILE WEST OF U.S. HIGHWAY 281 AND ON THE EAST
 HG0869'EDGE OF THE PRATT MUNICIPAL AIRPORT.
 HG0869'
 HG0869'THE STATION IS AN ELEVATED WATER TANK SUPPORTED BY A CONCRETE
 HG0869'CYLINDER.  THE TOP OF THE TANK IS ABOUT 70 FEET HIGH AND THE
 HG0869'COMPLETE STRUCTURE IS A DULL GREY IN COLOR.
 HG0869'
 HG0869'THE POINT INTERSECTED WAS THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0871 ***********************************************************************
 HG0871  DESIGNATION -  PRATT MUNICIPAL TANK
 HG0871  PID         -  HG0871
 HG0871  STATE/COUNTY-  KS/PRATT
 HG0871  USGS QUAD   -  PRATT (1968)
 HG0871
 HG0871                         *CURRENT SURVEY CONTROL
 HG0871  ___________________________________________________________________
 HG0871* NAD 83(1997)-  37 39 05.36857(N)    098 43 51.90164(W)     ADJUSTED  
 HG0871* NAVD 88     -                                                        
 HG0871  ___________________________________________________________________
 HG0871  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 HG0871  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 HG0871
 HG0871  HORZ ORDER  -  THIRD
 HG0871
 HG0871.The horizontal coordinates were established by classical geodetic methods
 HG0871.and adjusted by the National Geodetic Survey in October 1998..
 HG0871
 HG0871
 HG0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0871
 HG0871.The geoid height was determined by GEOID03.
 HG0871
 HG0871;                    North         East     Units Scale Factor Converg.
 HG0871;SPC KS S     -   509,325.556   379,608.775   MT  0.99994665   -0 08 31.2
 HG0871;UTM  14      - 4,167,182.405   523,721.442   MT  0.99960693   +0 09 51.4
 HG0871
 HG0871                          SUPERSEDED SURVEY CONTROL
 HG0871
 HG0871  NAD 83(1997)-  37 39 05.37542(N)    098 43 51.90326(W) AD(       ) 4
 HG0871  NAD 83(1986)-  37 39 05.37514(N)    098 43 51.90080(W) AD(       ) 4
 HG0871  NAD 27      -  37 39 05.30500(N)    098 43 50.57100(W) AD(       ) 3
 HG0871
 HG0871.Superseded values are not recommended for survey control.
 HG0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0871.See file dsdata.txt to determine how the superseded data were derived.
 HG0871
 HG0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG2372167182(NAD 83)
 HG0871_MARKER: 53 = ELEVATED TANK
 HG0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0871+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 HG0871
 HG0871  HISTORY     - Date     Condition        Report By
 HG0871  HISTORY     - 1938     FIRST OBSERVED   CGS
 HG0871  HISTORY     - 1953     GOOD             CGS
 HG0871  HISTORY     - 20040821 GOOD             USPSQD
 HG0871
 HG0871                          STATION DESCRIPTION
 HG0871
 HG0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0871'STATION IS TOP OF ELEVATED ALUMINUM PAINTED TANK, LOCATED
 HG0871'AT THE CORNER OF GREEN AND CHAMPE STREETS IN PRATT.
 HG0871'
 HG0871'THIS IS AN INTERSECTION STATION.
 HG0871
 HG0871                          STATION RECOVERY (1953)
 HG0871
 HG0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0871'THE STATION WAS RECOVERED AS DESCRIBED.
 HG0871
 HG0871                          STATION RECOVERY (2004)
 HG0871
 HG0871'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 HG0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0873 ***********************************************************************
 HG0873  DESIGNATION -  PRATT NINNESCAH ELEC COOP MAST
 HG0873  PID         -  HG0873
 HG0873  STATE/COUNTY-  KS/PRATT
 HG0873  USGS QUAD   -  COATS NE (1968)
 HG0873
 HG0873                         *CURRENT SURVEY CONTROL
 HG0873  ___________________________________________________________________
 HG0873* NAD 83(1997)-  37 38 36.77009(N)    098 45 21.32481(W)     ADJUSTED  
 HG0873* NAVD 88     -                                                        
 HG0873  ___________________________________________________________________
 HG0873  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 HG0873  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 HG0873
 HG0873  HORZ ORDER  -  THIRD
 HG0873
 HG0873.The horizontal coordinates were established by classical geodetic methods
 HG0873.and adjusted by the National Geodetic Survey in October 1998..
 HG0873
 HG0873
 HG0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0873
 HG0873.The geoid height was determined by GEOID03.
 HG0873
 HG0873;                    North         East     Units Scale Factor Converg.
 HG0873;SPC KS S     -   508,449.626   377,414.457   MT  0.99994730   -0 09 26.2
 HG0873;UTM  14      - 4,166,295.058   521,532.584   MT  0.99960571   +0 08 56.7
 HG0873
 HG0873                          SUPERSEDED SURVEY CONTROL
 HG0873
 HG0873  NAD 83(1997)-  37 38 36.77711(N)    098 45 21.32630(W) AD(       ) 4
 HG0873  NAD 83(1986)-  37 38 36.77665(N)    098 45 21.32365(W) AD(       ) 4
 HG0873  NAD 27      -  37 38 36.71300(N)    098 45 19.99100(W) AD(       ) 3
 HG0873
 HG0873.Superseded values are not recommended for survey control.
 HG0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0873.See file dsdata.txt to determine how the superseded data were derived.
 HG0873
 HG0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG2153366295(NAD 83)
 HG0873_MARKER: 42 = RADIO/TV MAST
 HG0873
 HG0873  HISTORY     - Date     Condition        Report By
 HG0873  HISTORY     - 1953     FIRST OBSERVED   CGS
 HG0873
 HG0873                          STATION DESCRIPTION
 HG0873
 HG0873'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0870 ***********************************************************************
 HG0870  DESIGNATION -  PRATT RADIO STATION KWSK MAST
 HG0870  PID         -  HG0870
 HG0870  STATE/COUNTY-  KS/PRATT
 HG0870  USGS QUAD   -  PRATT (1968)
 HG0870
 HG0870                         *CURRENT SURVEY CONTROL
 HG0870  ___________________________________________________________________
 HG0870* NAD 83(1997)-  37 37 50.49797(N)    098 44 43.98798(W)     ADJUSTED  
 HG0870* NAVD 88     -                                                        
 HG0870  ___________________________________________________________________
 HG0870  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 HG0870  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 HG0870
 HG0870  HORZ ORDER  -  THIRD
 HG0870
 HG0870.The horizontal coordinates were established by classical geodetic methods
 HG0870.and adjusted by the National Geodetic Survey in October 1998..
 HG0870
 HG0870
 HG0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0870
 HG0870.The geoid height was determined by GEOID03.
 HG0870
 HG0870;                    North         East     Units Scale Factor Converg.
 HG0870;SPC KS S     -   507,020.653   378,325.980   MT  0.99994839   -0 09 03.2
 HG0870;UTM  14      - 4,164,871.466   522,451.420   MT  0.99960621   +0 09 19.3
 HG0870
 HG0870                          SUPERSEDED SURVEY CONTROL
 HG0870
 HG0870  NAD 83(1997)-  37 37 50.50507(N)    098 44 43.98958(W) AD(       ) 4
 HG0870  NAD 83(1986)-  37 37 50.50473(N)    098 44 43.98689(W) AD(       ) 4
 HG0870  NAD 27      -  37 37 50.43900(N)    098 44 42.65700(W) AD(       ) 3
 HG0870
 HG0870.Superseded values are not recommended for survey control.
 HG0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0870.See file dsdata.txt to determine how the superseded data were derived.
 HG0870
 HG0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG2245164871(NAD 83)
 HG0870_MARKER: 42 = RADIO/TV MAST
 HG0870
 HG0870  HISTORY     - Date     Condition        Report By
 HG0870  HISTORY     - 1953     FIRST OBSERVED   CGS
 HG0870
 HG0870                          STATION DESCRIPTION
 HG0870
 HG0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0870'THE MAST IS LOCATED 1 MILE SOUTH-SOUTHWEST OF PRATT AND 0.3
 HG0870'MILE WEST OF U.S. HIGHWAY 281.
 HG0870'
 HG0870'THE MAST IS 205 FEET HIGH, PAINTED ALTERNATED SECTION RED
 HG0870'AND WHITE, AND IS 1-FOOT IN DIAMETER FROM TOP TO BOTTOM.
 HG0870'
 HG0870'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT AT THE APEX
 HG0870'OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0703 ***********************************************************************
 HG0703  DESIGNATION -  PRATTPORT
 HG0703  PID         -  HG0703
 HG0703  STATE/COUNTY-  KS/PRATT
 HG0703  USGS QUAD   -  PRATT (1968)
 HG0703
 HG0703                         *CURRENT SURVEY CONTROL
 HG0703  ___________________________________________________________________
 HG0703* NAD 83(1986)-  37 42 17.     (N)    098 44 48.     (W)     SCALED    
 HG0703* NAVD 88     -       593.316  (meters)    1946.57   (feet)  ADJUSTED  
 HG0703  ___________________________________________________________________
 HG0703  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 HG0703  DYNAMIC HT  -         592.824 (meters)    1944.96  (feet)  COMP
 HG0703  MODELED GRAV-     979,781.0   (mgal)                       NAVD 88
 HG0703
 HG0703  VERT ORDER  -  FIRST     CLASS II
 HG0703
 HG0703.This mark is at Pratt Municipal Airport (PTT)
 HG0703
 HG0703.The horizontal coordinates were scaled from a topographic map and have
 HG0703.an estimated accuracy of +/- 6 seconds.
 HG0703
 HG0703.The orthometric height was determined by differential leveling
 HG0703.and adjusted by the National Geodetic Survey in June 1991..
 HG0703
 HG0703.The geoid height was determined by GEOID03.
 HG0703
 HG0703.The dynamic height is computed by dividing the NAVD 88
 HG0703.geopotential number by the normal gravity value computed on the
 HG0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0703.degrees latitude (g = 980.6199 gals.).
 HG0703
 HG0703.The modeled gravity was interpolated from observed gravity values.
 HG0703
 HG0703;                    North         East    Units  Estimated Accuracy
 HG0703;SPC KS S     -   515,240.      378,250.      MT  (+/- 180 meters Scaled)
 HG0703
 HG0703                          SUPERSEDED SURVEY CONTROL
 HG0703
 HG0703.No superseded survey control is available for this station.
 HG0703
 HG0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG223730(NAD 83)
 HG0703_MARKER: DS = TRIANGULATION STATION DISK
 HG0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0703_SP_SET: CONCRETE POST
 HG0703_STAMPING: PRATTPORT 1986
 HG0703_MARK LOGO: NGS   
 HG0703_PROJECTION: RECESSED 5 CENTIMETERS
 HG0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0703+STABILITY: SURFACE MOTION
 HG0703
 HG0703  HISTORY     - Date     Condition        Report By
 HG0703  HISTORY     - 1986     MONUMENTED       NGS
 HG0703
 HG0703                          STATION DESCRIPTION
 HG0703
 HG0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0703'6.5 KM (4.05 MI) NORTH FROM PRATT.
 HG0703'6.5 KM (4.0 MI) NORTH ALONG US HIGHWAY 281 FROM THE JUNCTION OF US
 HG0703'HIGHWAY 54 IN PRATT, ON THE PROPERTY OF THE PRATT MUNICIPAL AIRPORT,
 HG0703'AT THE 4TH SET OF PURPLE TAXI STRIP RUNWAY LITES WEST OF THE AIRPORT
 HG0703'OFFICE HANGER, 49.1 METERS (161 FT) EAST OF THE CENTER OF THE MAIN
 HG0703'RUNWAY, 15.0 METERS (49.1 FT) NORTH OF THE CENTER OF THE TAXI STRIP,
 HG0703'8.3 METERS (27.2 FT) NORTH OF A PURPLE TAXI STRIP RUNWAY LITE AND 31.9
 HG0703'METERS (104.6 FT) EAST-SOUTHEAST OF A CLEAR MAIN RUNWAY LITE.
 HG0703'NOTE--PREMISSION OBTAINED FROM MR. RANDY HEWITT (AIRPORT MANAGER)
 HG0703'PHONE NUMBER 316-672-3601 IN PRATT.
 HG0703'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 HG0703'THE MARK IS ABOVE LEVEL WITH THE TAXI STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0704 ***********************************************************************
 HG0704  DESIGNATION -  PRATTPORT AZ MK
 HG0704  PID         -  HG0704
 HG0704  STATE/COUNTY-  KS/PRATT
 HG0704  USGS QUAD   -  PRATT (1968)
 HG0704
 HG0704                         *CURRENT SURVEY CONTROL
 HG0704  ___________________________________________________________________
 HG0704* NAD 83(1986)-  37 42 35.     (N)    098 44 47.     (W)     SCALED    
 HG0704* NAVD 88     -       594.122  (meters)    1949.22   (feet)  ADJUSTED  
 HG0704  ___________________________________________________________________
 HG0704  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 HG0704  DYNAMIC HT  -         593.629 (meters)    1947.60  (feet)  COMP
 HG0704  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 HG0704
 HG0704  VERT ORDER  -  FIRST     CLASS II
 HG0704
 HG0704.This mark is at Pratt Municipal Airport (PTT)
 HG0704
 HG0704.The horizontal coordinates were scaled from a topographic map and have
 HG0704.an estimated accuracy of +/- 6 seconds.
 HG0704
 HG0704.The orthometric height was determined by differential leveling
 HG0704.and adjusted by the National Geodetic Survey in June 1991..
 HG0704
 HG0704.The geoid height was determined by GEOID03.
 HG0704
 HG0704.The dynamic height is computed by dividing the NAVD 88
 HG0704.geopotential number by the normal gravity value computed on the
 HG0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0704.degrees latitude (g = 980.6199 gals.).
 HG0704
 HG0704.The modeled gravity was interpolated from observed gravity values.
 HG0704
 HG0704;                    North         East    Units  Estimated Accuracy
 HG0704;SPC KS S     -   515,790.      378,280.      MT  (+/- 180 meters Scaled)
 HG0704
 HG0704                          SUPERSEDED SURVEY CONTROL
 HG0704
 HG0704.No superseded survey control is available for this station.
 HG0704
 HG0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG223736(NAD 83)
 HG0704_MARKER: DZ = AZIMUTH MARK DISK
 HG0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0704_SP_SET: CONCRETE POST
 HG0704_STAMPING: PRATTPORT 1986
 HG0704_MARK LOGO: NGS   
 HG0704_PROJECTION: FLUSH
 HG0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0704+STABILITY: SURFACE MOTION
 HG0704
 HG0704  HISTORY     - Date     Condition        Report By
 HG0704  HISTORY     - 1986     MONUMENTED       NGS
 HG0704
 HG0704                          STATION DESCRIPTION
 HG0704
 HG0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0704'6.5 KM (4.05 MI) NORTH FROM PRATT.
 HG0704'6.5 KM (4.05 MI) NORTH ALONG US HIGHWAY 281 FROM THE JUNCTION OF US
 HG0704'HIGHWAY 54 IN PRATT, ON THE PROPERTY OF THE PRATT MUNICIPAL AIRPORT,
 HG0704'AT THE NORTHEAST CORNER OF THE RUNWAY, ALSO 0.48 KM (0.3 MI) NORTH
 HG0704'ALONG THE EAST SIDE OF THE RUNWAY FROM TRIANGULATION STATION
 HG0704'PRATTPORT, 29.8 METERS (97.7 FT) EAST OF THE EAST EDGE OF THE MAIN
 HG0704'RUNWAY, 43.3 METERS (141.9 FT) SOUTH OF THE SOUTH EDGE OF A PAVED TAXI
 HG0704'STRIP, 40.2 METERS (132 FT) SOUTHEAST OF A CLEAR RUNWAY LITE, 42.4
 HG0704'METERS (139 FT) NORTHEAST OF A CLEAR RUNWAY LITE AND 28.3 METERS (92.7
 HG0704'FT) WEST-SOUTHWEST OF THE CENTER OF THE WEST END OF A PIPE CULVERT.
 HG0704'NOTE--PERMISSION OBTAINED FROM MR. RANDY HEWITT (AIRPORT MANAGER)
 HG0704'PHONE NUMBER 316-672-3601 IN PRATT.
 HG0704'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HG0704'THE MARK IS 0.2 M ABOVE THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0855 ***********************************************************************
 HG0855  DESIGNATION -  PRESTON MUNICIPAL TANK
 HG0855  PID         -  HG0855
 HG0855  STATE/COUNTY-  KS/PRATT
 HG0855  USGS QUAD   -  PRESTON (1971)
 HG0855
 HG0855                         *CURRENT SURVEY CONTROL
 HG0855  ___________________________________________________________________
 HG0855* NAD 83(1997)-  37 45 24.41616(N)    098 33 27.47976(W)     ADJUSTED  
 HG0855* NAVD 88     -                                                        
 HG0855  ___________________________________________________________________
 HG0855  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 HG0855  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 HG0855
 HG0855  HORZ ORDER  -  THIRD
 HG0855
 HG0855.The horizontal coordinates were established by classical geodetic methods
 HG0855.and adjusted by the National Geodetic Survey in October 1998..
 HG0855
 HG0855
 HG0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0855
 HG0855.The geoid height was determined by GEOID03.
 HG0855
 HG0855;                    North         East     Units Scale Factor Converg.
 HG0855;SPC KS S     -   520,987.531   394,921.562   MT  0.99993984   -0 02 07.5
 HG0855;UTM  14      - 4,178,922.174   538,966.636   MT  0.99961870   +0 16 15.1
 HG0855
 HG0855                          SUPERSEDED SURVEY CONTROL
 HG0855
 HG0855  NAD 83(1997)-  37 45 24.42292(N)    098 33 27.48238(W) AD(       ) 4
 HG0855  NAD 83(1986)-  37 45 24.42259(N)    098 33 27.48098(W) AD(       ) 4
 HG0855  NAD 27      -  37 45 24.36500(N)    098 33 26.18200(W) AD(       ) 3
 HG0855
 HG0855.Superseded values are not recommended for survey control.
 HG0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0855.See file dsdata.txt to determine how the superseded data were derived.
 HG0855
 HG0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG3896778922(NAD 83)
 HG0855_MARKER: 53 = ELEVATED TANK
 HG0855
 HG0855  HISTORY     - Date     Condition        Report By
 HG0855  HISTORY     - 1953     FIRST OBSERVED   CGS
 HG0855
 HG0855                          STATION DESCRIPTION
 HG0855
 HG0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0855'THE STATION IS LOCATED IN THE TOWN OF PRESTON.  IT IS AN
 HG0855'ELEVATED TANK SUPPORTED BY FOUR STEEL LEGS AND ABOUT 125 FEET
 HG0855'HIGH.  THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0795 ***********************************************************************
 HG0795  DESIGNATION -  PRETTY PRAIRIE MUNICIPAL TANK
 HG0795  PID         -  HG0795
 HG0795  STATE/COUNTY-  KS/RENO
 HG0795  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0795
 HG0795                         *CURRENT SURVEY CONTROL
 HG0795  ___________________________________________________________________
 HG0795* NAD 83(1997)-  37 46 46.41719(N)    098 01 10.51131(W)     ADJUSTED  
 HG0795* NAVD 88     -                                                        
 HG0795  ___________________________________________________________________
 HG0795  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 HG0795  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 HG0795
 HG0795  HORZ ORDER  -  THIRD
 HG0795
 HG0795.The horizontal coordinates were established by classical geodetic methods
 HG0795.and adjusted by the National Geodetic Survey in October 1998..
 HG0795
 HG0795
 HG0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0795
 HG0795.The geoid height was determined by GEOID03.
 HG0795
 HG0795;                    North         East     Units Scale Factor Converg.
 HG0795;SPC KS S     -   523,623.022   442,319.120   MT  0.99993881   +0 17 42.8
 HG0795;UTM  14      - 4,181,809.789   586,335.774   MT  0.99969181   +0 36 02.4
 HG0795
 HG0795                          SUPERSEDED SURVEY CONTROL
 HG0795
 HG0795  NAD 83(1997)-  37 46 46.42390(N)    098 01 10.51309(W) AD(       ) 4
 HG0795  NAD 83(1986)-  37 46 46.42505(N)    098 01 10.51082(W) AD(       ) 4
 HG0795  NAD 27      -  37 46 46.37400(N)    098 01 09.30600(W) AD(       ) 3
 HG0795
 HG0795.Superseded values are not recommended for survey control.
 HG0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0795.See file dsdata.txt to determine how the superseded data were derived.
 HG0795
 HG0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8633681810(NAD 83)
 HG0795_MARKER: 53 = ELEVATED TANK
 HG0795
 HG0795  HISTORY     - Date     Condition        Report By
 HG0795  HISTORY     - 1940     FIRST OBSERVED   CGS
 HG0795  HISTORY     - 1953     GOOD             CGS
 HG0795  HISTORY     - 1967     GOOD             CGS
 HG0795  HISTORY     - 19830707 GOOD             NGS
 HG0795
 HG0795                          STATION DESCRIPTION
 HG0795
 HG0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HG0795'STATION IS THE BALL FINIAL ON THE PRETTY PRAIRIE MUNICIPAL
 HG0795'WATER TANK AND IS LOCATED ON BOOTH STREET IN THE SOUTHERN PART
 HG0795'OF THE TOWN.  THE RAISED TANK IS SUPPORTED BY 4 TRUSS-WORK LEGS
 HG0795'PAINTED BLACK.  THE TANK IS PAINTED SILVER AND BEARS THE NAME
 HG0795'PRETTY PRAIRIE IN BLACK LETTERS ON THE N AND S SIDES.  IT IS 120
 HG0795'FEET HIGH, WAS BUILT IN 1918, AND HAS A CAPACITY OF 40,000
 HG0795'GALLONS.
 HG0795
 HG0795                          STATION RECOVERY (1953)
 HG0795
 HG0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0795'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY K.B.J. IN
 HG0795'1940.
 HG0795
 HG0795                          STATION RECOVERY (1967)
 HG0795
 HG0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LLC)
 HG0795'STATION WAS RECOVERED AND IS IN GOOD CONDITION.
 HG0795
 HG0795                          STATION RECOVERY (1983)
 HG0795
 HG0795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HG0795'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 HG0795'DESCRIBED, EXCEPT THE TANK IS NOW PAINTED SILVER, THE LEGS ARE PAINTED
 HG0795'SILVER AND THERE IS NO NAME ON THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0009 ***********************************************************************
 HG0009  DESIGNATION -  PRETTY PRAIRIE RESET
 HG0009  PID         -  HG0009
 HG0009  STATE/COUNTY-  KS/RENO
 HG0009  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0009
 HG0009                         *CURRENT SURVEY CONTROL
 HG0009  ___________________________________________________________________
 HG0009* NAD 83(1997)-  37 46 16.19522(N)    098 00 20.24566(W)     ADJUSTED  
 HG0009* NAVD 88     -       486.989  (meters)    1597.73   (feet)  ADJUSTED  
 HG0009  ___________________________________________________________________
 HG0009  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 HG0009  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 HG0009  DYNAMIC HT  -         486.603 (meters)    1596.46  (feet)  COMP
 HG0009  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 HG0009
 HG0009  HORZ ORDER  -  FIRST
 HG0009  VERT ORDER  -  FIRST     CLASS II
 HG0009
 HG0009.The horizontal coordinates were established by classical geodetic methods
 HG0009.and adjusted by the National Geodetic Survey in October 1998..
 HG0009
 HG0009.The orthometric height was determined by differential leveling
 HG0009.and adjusted by the National Geodetic Survey in June 1991..
 HG0009
 HG0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0009
 HG0009.The geoid height was determined by GEOID03.
 HG0009
 HG0009.The dynamic height is computed by dividing the NAVD 88
 HG0009.geopotential number by the normal gravity value computed on the
 HG0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0009.degrees latitude (g = 980.6199 gals.).
 HG0009
 HG0009.The modeled gravity was interpolated from observed gravity values.
 HG0009
 HG0009;                    North         East     Units Scale Factor Converg.
 HG0009;SPC KS S     -   522,697.742   443,554.007   MT  0.99993917   +0 18 13.7
 HG0009;UTM  14      - 4,180,891.331   587,575.269   MT  0.99969446   +0 36 32.8
 HG0009
 HG0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0009!SPC KS S     -   0.99992800  x   0.99993917  =   0.99986717
 HG0009!UTM  14      -   0.99992800  x   0.99969446  =   0.99962248
 HG0009
 HG0009|---------------------------------------------------------------------|
 HG0009| PID    Reference Object                     Distance      Geod. Az  |
 HG0009|                                                           dddmmss.s |
 HG0009| HG0007 PRETTY PRAIRIE RM 2                 398.415 METERS 00150     |
 HG0009| HG0008 PRETTY PRAIRIE RM 3                  13.070 METERS 12930     |
 HG0009| HG0010 PRETTY PRAIRIE RM 4                  42.214 METERS 25627     |
 HG0009| HG0011 PRETTY PRAIRIE RM 1                 360.110 METERS 26851     |
 HG0009| AI1350 PRETTY PRAIRIE RM 5                  43.891 METERS 29259     |
 HG0009| HG0795 PRETTY PRAIRIE MUNICIPAL TANK       APPROX. 1.5 KM 3070850.5 |
 HG0009|---------------------------------------------------------------------|
 HG0009
 HG0009                          SUPERSEDED SURVEY CONTROL
 HG0009
 HG0009  NAD 83(1997)-  37 46 16.20204(N)    098 00 20.24748(W) AD(       ) 1
 HG0009  NAD 83(1986)-  37 46 16.20324(N)    098 00 20.24499(W) AD(       ) 1
 HG0009  NAD 27      -  37 46 16.15400(N)    098 00 19.04200(W) AD(       ) 1
 HG0009  NGVD 29 (??/??/92)  486.823  (m)         1597.19   (f) ADJ UNCH    1 2
 HG0009
 HG0009.Superseded values are not recommended for survey control.
 HG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0009.See file dsdata.txt to determine how the superseded data were derived.
 HG0009
 HG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8757580891(NAD 83)
 HG0009_MARKER: DS = TRIANGULATION STATION DISK
 HG0009_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HG0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0009_STAMPING: PRETTY PRAIRIE 1901
 HG0009_MARK LOGO: CGS   
 HG0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0009+STABILITY: SURFACE MOTION
 HG0009
 HG0009  HISTORY     - Date     Condition        Report By
 HG0009  HISTORY     - 1935     MONUMENTED       CGS
 HG0009  HISTORY     - 1937     GOOD             CGS
 HG0009  HISTORY     - 1938     GOOD             CGS
 HG0009  HISTORY     - 1940     GOOD             CGS
 HG0009  HISTORY     - 1953     GOOD             CGS
 HG0009  HISTORY     - 1953     GOOD             NGS
 HG0009  HISTORY     - 1972     GOOD             NGS
 HG0009  HISTORY     - 19830707 GOOD             NGS
 HG0009  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0009
 HG0009                          STATION DESCRIPTION
 HG0009
 HG0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (ERM)
 HG0009'STATION RECOVERED AS DESCRIBED, ABOUT 7 INCHES BELOW SURFACE
 HG0009'IN SW CORNER OF PASTURE ON LAND NOW OWNED BY MR. ELI. STOCKY.
 HG0009'IT IS 31.5 FEET N OF S FENCE AND 32.0 FEET W OF E FENCE OF
 HG0009'PASTURE.  THE ORIGINAL REFERENCES WERE RECOVERED, BADLY
 HG0009'BATTERED, BUT STATION IDENTIFIED.  MARKS STAMPED WITH STATION
 HG0009'NAME AND DATES 1901-1906.  THE STATION WAS RE-MARKED BY
 HG0009'SETTING A STANDARD BRONZE DISK IN TILE TO TAKE THE PLACE
 HG0009'OF NAIL IN ORIGINAL MARKING, WHICH WAS DESTROYED.
 HG0009'
 HG0009'THREE NEW REFERENCE MARKS, STANDARD BRONZE DISKS SET IN
 HG0009'CONCRETE, WERE ESTABLISHED.
 HG0009'
 HG0009'REFERENCE MARK NO. 1 (1935) IS IN SW CORNER OF PASTURE
 HG0009'FIELD INSIDE FENCE.  R.M. NO. 1 TO R.M. NO. 2, 550.91 METERS
 HG0009'(COMPUTED) S 35 DEG 45 MIN W.
 HG0009'
 HG0009'REFERENCE MARK NO. 2 (1935) IS IN NE CORNER OF PASTURE INSIDE
 HG0009'FENCE.  R.M. NO. 2 TO R.M. NO. 3, 406.57 METERS (COMPUTED)
 HG0009'S 06 DEG 28 MIN E.
 HG0009'
 HG0009'REFERENCE MARK NO. 3 (1935) IS IN SE CORNER OF PASTURE, N
 HG0009'AND E OF CORNER.  R.M. NO. 3 TO R.M. NO. 1, 370.11 METERS
 HG0009'(COMPUTED) IN AZIMUTH 83 DEG 19 MIN 00 SEC.
 HG0009
 HG0009                          STATION RECOVERY (1937)
 HG0009
 HG0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 HG0009'STATION RECOVERED AS DESCRIBED BY E.R.M., IN 1935.
 HG0009
 HG0009                          STATION RECOVERY (1938)
 HG0009
 HG0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0009'STATION RECOVERED.  THE STATION MARK IS A TERRA-COTTA PIPE,
 HG0009'FILLED WITH CONCRETE, ABOUT 8 INCHES BELOW SURFACE OF GROUND.
 HG0009'
 HG0009'THE WITNESS MARKS AND REFERENCE MARK NO. 3, MENTIONED IN PREVIOUS
 HG0009'DESCRIPTIONS, HAVE BEEN DESTROYED.
 HG0009
 HG0009                          STATION RECOVERY (1940)
 HG0009
 HG0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HG0009'STATION IS LOCATED ABOUT 0.5 MILE S AND 0.5 MILE E OF PRETTY
 HG0009'PRAIRIE, NEAR THE CENTER OF SECTION 20, T 26 S, R 6 W,
 HG0009'ON LAND OWNED BY MR. ELI. STOCKY.  IT IS AT THE SE CORNER OF
 HG0009'A PASTURE FIELD.
 HG0009'
 HG0009'THE STATION WAS RE-MARKED BY E.R.M., IN 1935 AS FOLLOWS-
 HG0009'
 HG0009'THE STATION WAS RE-MARKED BY SETTING A STANDARD DISK IN
 HG0009'TILE TO TAKE THE PLACE OF A NAIL IN ORIGINAL MARKING, WHICH
 HG0009'WAS DESTROYED.  IT IS 32 FEET W OF THE E FENCE AND 31.5
 HG0009'FEET N OF THE S FENCE OF PASTURE FIELD AND IS SET 2 FEET
 HG0009'UNDERGROUND.  THE MARK IS STAMPED PRETTY PRAIRIE 1901.
 HG0009'
 HG0009'REFERENCE MARK NO. 1 IS STAMPED PRETTY PRAIRIE NO 1 1901,
 HG0009'SET FLUSH WITH THE GROUND AT THE SW CORNER OF FIELD.  IT IS
 HG0009'1 FOOT E OF A FENCE AND 2 FEET N OF A FENCE.
 HG0009'
 HG0009'REFERENCE MARK NO. 2 IS STAMPED PRETTY PRAIRIE NO. 2 1901, SET
 HG0009'FLUSH WITH THE GROUND AT THE NE CORNER OF THE FIELD.  IT
 HG0009'IS 2 FEET W OF A FENCE AND 3 FEET S OF A FENCE.
 HG0009'
 HG0009'REFERENCE MARK NO. 3 IS STAMPED PRETTY PRAIRIE NO. 3 1901,
 HG0009'SET FLUSH WITH THE GROUND AT THE SE CORNER OF THE FIELD.  IT
 HG0009'IS 2 FEET N OF A FENCE CORNER AND 1 FOOT E OF A FENCE.
 HG0009'
 HG0009'THE N AND S WITNESS MARKS HAVE BEEN DESTROYED.
 HG0009'
 HG0009'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PRETTY PRAIRIE,
 HG0009'GO S ALONG THE W SIDE OF THE RAILROAD FOR 0.15 MILE TO A
 HG0009'GRAVELED ROAD TO THE LEFT, (E), TURN LEFT ACROSS TRACKS
 HG0009'AND GO 0.8 MILE TO THE FARM OF ELI STOCKY, TURN RIGHT ON FARM
 HG0009'LANE PASSING TO THE RIGHT OF THE HOUSE AND FOLLOW FARM LANE
 HG0009'TO A GATE AT THE E SIDE OF THE BARN, PASS THROUGH GATEAND
 HG0009'FOLLOW TRACKS 0.35 MILE TO THE SE CORNER OF PASTURE FIELD
 HG0009'AND STATION.
 HG0009
 HG0009                          STATION RECOVERY (1953)
 HG0009
 HG0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0009'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND REFERENCE
 HG0009'MARK 3 WERE RECOVERED AND FOUND IN GOOD CONDITION.  AN
 HG0009'ADDITIONAL REFERENCE MARK WAS ESTABLISHED.  FOLLOWING IS
 HG0009'A COMPLETE DESCRIPTION.
 HG0009'
 HG0009'THE STATION IS ABOUT 0.8 MILE EAST AND 0.6 MILE SOUTH OF PRETTY
 HG0009'PRAIRIE, 45 FEET NORTHWEST OF A 4 X 4 INCH WHITE WITNESS
 HG0009'POST, IN THE NORTHWEST 1/4 OF SEC. 20, T 26 S, R 6 W, IN
 HG0009'A CULTIVATED FIELD OWNED BY E.K. STUCKY WHO LIVES 0.4 MILE
 HG0009'NORTH OF THE STATION.
 HG0009'
 HG0009'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PRETTY PRAIRIE,
 HG0009'GO SOUTH FOR 0.2 MILE TO A T-JUNCTION, TURN LEFT AND GO EAST
 HG0009'0.8 MILE TO THE FARM HOME OF MR. STUCKY ON THE RIGHT, TURN
 HG0009'RIGHT AND GO SOUTH ON A FIELD ROAD FOR 0.15 MILE TO REFERENCE
 HG0009'MARK 2 (AZIMUTH MARK) ON THE RIGHT, CONTINUE SOUTH FOR 0.25
 HG0009'MILE TO THE STATION ON THE RIGHT.
 HG0009'
 HG0009'THE STATION MARK IS SET IN THE TOP OF A 4-INCH TILE PIPE
 HG0009'SURROUNDED BY A MASS OF CONCRETE WHICH IS 18 INCHES BELOW
 HG0009'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED PRETTY PRAIRIE
 HG0009'1901.
 HG0009'
 HG0009'REFERENCE MARK 1 IS 0.2 MILE WEST OF THE STATION IN THE
 HG0009'NORTHWEST CORNER OF A PASTURE.  THE MARK IS FLUSH WITH THE
 HG0009'THE GROUND AND THE DISK IS STAMPED R M 1 PRETTY PRAIRIE 1901.
 HG0009'
 HG0009'REFERENCE MARK 2 (AZIMUTH MARK) IS IN THE NORTHEAST CORNER OF A
 HG0009'PASTURE AND 4 FEET NORTHWEST OF A 4 X 4 INCH WHITE WITNESS
 HG0009'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HG0009'STAMPED R M 2 PRETTY PRAIRIE 1901.
 HG0009'
 HG0009'REFERENCE MARK 3 IS 3 FEET NORTHWEST OF A 4 X 4 INCH WHITE
 HG0009'WITNESS POST.  THE MARK IS FLUSH WITH THE GROUND AND THE
 HG0009'DISK IS STAMPED R M 3 PRETTY PRAIRIE 1901.
 HG0009'
 HG0009'REFERENCE MARK 4 IS 1 FOOT NORTH OF A FENCE CORNER.  THE
 HG0009'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED PRETTY PRAIRIE
 HG0009'NO 4 1901.
 HG0009
 HG0009                          STATION RECOVERY (1953)
 HG0009
 HG0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HG0009'1.5 MI SE FROM PRETTY PRAIRIE.
 HG0009'0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE ATCHISON, TOPEKA
 HG0009'AND SANTA FE RAILROAD STATION AT PRETTY PRAIRIE, THENCE 0.8
 HG0009'MILE EAST ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH ACROSS
 HG0009'A PASTURE, ON TOP OF A SMALL RIDGE, 136 FEET EAST OF A NORTH
 HG0009'AND SOUTH FENCE, 43.0 FEET NORTHWEST OF PRETTY PRAIRIE R.M. 3,
 HG0009'SET IN THE TOP OF A CONCRETE POST WHICH IS 1.5 FEET BELOW
 HG0009'THE TOP OF THE GROUND.
 HG0009
 HG0009                          STATION RECOVERY (1972)
 HG0009
 HG0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HG0009'THE STATION MARK, REFERENCE MARKS 1, 2 AND 4 WERE FOUND IN
 HG0009'GOOD CONDITION.  REFERENCE MARK 3 WAS LYING ON TOP OF THE
 HG0009'GROUND SURFACE.  REFERENCE MARK 5 WAS ESTABLISHED THIS DATE.
 HG0009'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS COMPARED
 HG0009'FAVORABLY WITH PREVIOUS DATA.  FOLLOWING IS A NEW COMPLETE
 HG0009'DESCRIPTION-
 HG0009'
 HG0009'THE STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF PRETTY
 HG0009'PRAIRIE, NEAR THE CENTER OF SECTION 20, T 26 S, R 6 W, IN
 HG0009'A FIELD UNDER CULTIVATION OWNED BY MRS. E.K. STUCKY.
 HG0009'
 HG0009'TO REACH THE STATION FROM THE SCHOOL IN PRETTY PRAIRIE, GO
 HG0009'EAST ON A PAVED ROAD FOR 0.6 MILE TO A GRAVEL ROAD RIGHT.
 HG0009'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO A
 HG0009'GATE AND REFERENCE MARK 1 ON THE LEFT.  TURN LEFT, PASS
 HG0009'THROUGH THE GATE AND GO EAST ALONG THE NORTH SIDE OF A FENCE
 HG0009'IN PASTURE FOR 0.2 MILE TO A NORTH-SOUTH FENCE AND A GATE
 HG0009'ON THE RIGHT AND THE STATION AS DESCRIBED.  TO REACH
 HG0009'REFERENCE MARK 2 FROM THE INTERSECTION OF THE GRAVELED ROAD
 HG0009'AND THE PAVED ROAD 0.6 MILE EAST OF PRETTY PRAIRIE, GO EAST
 HG0009'ON THE PAVED ROAD FOR 0.2 MILE TO A DRIVEWAY ON THE RIGHT
 HG0009'AND MRS. STUCKYS FARM HOME ON THE RIGHT.  TURN RIGHT ONTO
 HG0009'DRIVEWAY AND GO SOUTHERLY TO EAST SIDE OF A BARN AND GATES.  PASS
 HG0009'THROUGH TWO GATES, THEN TURN LEFT AND GO EAST FOR 0.05
 HG0009'MILE TO A NORTH-SOUTH ROW OF TREES, TURN RIGHT AND GO SOUTH
 HG0009'ALONG THE WEST SIDE OF THE TREES FOR 0.15 MILE TO A
 HG0009'FENCE CORNER AND AN EAST-WEST ROW OF TREES AND REFERENCE
 HG0009'MARK 2 AT THE CORNER AS DESCRIBED.
 HG0009'
 HG0009'THE STATION MARK IS A STANDARD DISK STAMPED PRETTY PRAIRIE
 HG0009'1901, SET IN CONCRETE 18 INCHES BELOW THE GROUND SURFACE.
 HG0009'IT IS 143.5 FEET EAST-SOUTHEAST OF A METAL WITNESS POST SET
 HG0009'BY REFERENCE MARK 5 AND 139 FEET EAST-NORTHEAST OF THE METAL
 HG0009'WITNESS POST SET BY REFERENCE MARK 4.
 HG0009'
 HG0009'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PRETTY PRAIRIE
 HG0009'RM 1 1901, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 HG0009'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 18
 HG0009'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 3 FEET NORTH OF
 HG0009'A CORNER FENCE POST AND SOUTH END GATE POST, 2 FEET
 HG0009'NORTH-NORTHEAST OF A METAL WITNESS POST.
 HG0009'
 HG0009'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PRETTY PRAIRIE
 HG0009'RM 2 1901, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 HG0009'MONUMENT THAT PROJECTS 2 INCHES ABOVED THE GROUND SURFACE.
 HG0009'IT IS 5 FEET NORTHWEST OF THE CORNER FENCE POST AND 2 FEET
 HG0009'WEST OF THE FENCE.
 HG0009'
 HG0009'REFERENCE MARK 4 IS A STANDARD DISK STAMPED PRETTY PRAIRIE
 HG0009'NO 4 1901, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 HG0009'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 HG0009'1 FOOT NORTHEAST OF A CORNER FENCE POST AND EAST END GATE
 HG0009'POST, 1 FOOT EAST OF A NORTH-SOUTH FENCE AND 1 FOOT
 HG0009'SOUTHEAST OF A METAL WITNESS POST.
 HG0009'
 HG0009'REFERENCE MARK 5 IS A STANDARD DISK STAMPED PRETTY PRAIRIE
 HG0009'1901 NO 5 1972, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 HG0009'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 HG0009'IT IS 89 FEET NORTH OF THE CORNER FENCE POST, 1.5 FEET
 HG0009'NORTHEAST OF A METAL WITNESS POST AND 1 FOOT EAST OF THE
 HG0009'NORTH-SOUTH FENCE.
 HG0009'
 HG0009'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 HG0009'1 MILE SOUTHEAST OF PRETTY PRAIRIE.
 HG0009
 HG0009                          STATION RECOVERY (1983)
 HG0009
 HG0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HG0009'THE RECESSED STATION MARK, REFERENCE MARKS 1, 2 AND 4 WERE ALL
 HG0009'RECOVERED IN GOOD CONDITION.  THE PROPERTY OWNER REQUESTED THAT
 HG0009'REFERENCE MARKS 4 AND 5 BE REMOVED BECAUSE THEY INTERFERED WITH
 HG0009'FARMING OPERATIONS.  AN AZIMUTH MARK 2 WAS ESTABLISHED AND POSITIONS
 HG0009'DETERMINED FOR THIS MARK AND REFERENCE MARKS 1 AND 2.  THE DISTANCES
 HG0009'TO REFERENCE MARKS 4 AND 5 AGREED WITH 1972 DATA.  THE DIRECTIONS TO
 HG0009'ALL THE MARKS AGREED WITH 1972 DATA.  REFERENCE MARKS 4 AND 5 WERE
 HG0009'DESTROYED AND REMOVED FROM THE FIELD THIS DATE.  A NEW DESCRIPTION
 HG0009'FOLLOWS.  THE STATION IS LOCATED ABOUT 1.54 METERS (5.05 FT) KM
 HG0009'SOUTHEAST OF PRETTY PRAIRIE, NEAR THE CENTER OF SEC 20, T 26 S, R 6 W,
 HG0009'IN A CULTIVATED FIELD AND ON PROPERTY OWNED BY LAVERNE SCHRAG, P.O BOX
 HG0009'354, PRETTY PRAIRIE, KS, 67570. TO REACH THE STATION FROM THE SCHOOL
 HG0009'IN PRETTY PRAIRIE, GO EAST ON A PAVED ROAD FOR 0.97 KM (0.60 MI) TO A
 HG0009'GRAVELED CROSSROAD AND THE AZIMUTH MARK 2 0.24 KM (0.15 MI) STRAIGHT
 HG0009'AHEAD AND ON THE LEFT. TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD
 HG0009'FOR 0.64 KM (0.40 MI) TO A FIELD ENTRANCE AND RM 1 ON THE LEFT.  TURN
 HG0009'LEFT AND GO EAST, ACROSS A FIELD FOR 0.36 KM (0.20 MI) TO THE STATION
 HG0009'ON THE HILL.  THE MARK IS RECESSED 0.46 M.  (1.51 FT) THE STATION IS A
 HG0009'STANDARD CGS DISK STAMPED,---PRETTY PRAIRIE 1901---, SET INTO THE TOP
 HG0009'OF AN IRREGULAR MASS OF CONCRETE, 18 INCHES (46 CM) IN DIAMETER,
 HG0009'RECESSED 18 INCHES (46 CM) BELOW THE GROUND.  REFERENCE MARK 1, IS A
 HG0009'STANDARD CGS DISK STAMPED,---PRETTY PRAIRIE RM 1 1901---, SET INTO THE
 HG0009'TOP OF A SQUARE CONCRETE MONUMENT, 14 INCHES (36 CM) ON SIDE, FLUSH
 HG0009'WITH THE GROUND.  THE STATION IS LOCATED 5.5 METERS (18.0 FT) EAST
 HG0009'FROM THE CENTELINE OF THE ROAD, 3.7 METERS (12.1 FT) SOUTH FROM THE
 HG0009'CENTER OF THE FIELD ENTRANCE, 359.736 METERS (1180.234 FT) WEST FROM
 HG0009'THE STATION, 0.61 METERS (2.00 FT) NORTH NORTHEAST FROM A WITNESS
 HG0009'POSTAND 0.7 METERS (2.3 FT) LOWER THAN THE STATION.  REFERENCE MARK 2,
 HG0009'IS A STANDARD CGS DISK STAMPED,---PRETTY PRAIRIE RM 2 1901---, SET
 HG0009'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 14 INCHES (36 CM) ON SIDE,
 HG0009'FLUSH WITH THE GROUND.  THE STATION IS LOCATED 1.52 METERS (4.99 FT)
 HG0009'NORTHWEST FROM A FENCE CORNER IN A NORTH/SOUTH TO EAST/WEST HEDGE ROW,
 HG0009'0.61 METERS (2.00 FT) WEST FROM A FENCE, 0.55 METERS (1.80 FT) EAST
 HG0009'FROM A WITNESS POST, 398.366 METERS (1306.972 FT) NORTH FROM THE
 HG0009'STATION, AND 1.7 METERS (5.6 FT) LOWER THAN THE STATION.  AZIMUTH MARK
 HG0009'2, IS A STANDARD NGS DISK STAMPED,---PRETTY PRAIRIE 1901 NO 2 1983---,
 HG0009'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 HG0009'DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND. THE STATION IS
 HG0009'LOCATED 21.46 METERS (70.41 FT) WEST FROM A POWERLINE POLE, 14.5
 HG0009'METERS (47.6 FT) NORTH FROM THE CENTERLINE OF THE ROAD, 0.67 METERS
 HG0009'(2.20 FT) SOUTH FROM A FENCE, 0.36 METERS (1.18 FT) NORTHEAST FROM A
 HG0009'WITNESS POST.
 HG0009
 HG0009                          STATION RECOVERY (1986)
 HG0009
 HG0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0011 ***********************************************************************
 HG0011  DESIGNATION -  PRETTY PRAIRIE RM 1
 HG0011  PID         -  HG0011
 HG0011  STATE/COUNTY-  KS/RENO
 HG0011  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0011
 HG0011                         *CURRENT SURVEY CONTROL
 HG0011  ___________________________________________________________________
 HG0011* NAD 83(1986)-  37 46 16.     (N)    098 00 20.     (W)     SCALED    
 HG0011* NAVD 88     -       485.790  (meters)    1593.80   (feet)  ADJUSTED  
 HG0011  ___________________________________________________________________
 HG0011  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 HG0011  DYNAMIC HT  -         485.405 (meters)    1592.53  (feet)  COMP
 HG0011  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 HG0011
 HG0011  VERT ORDER  -  FIRST     CLASS II
 HG0011
 HG0011.The horizontal coordinates were scaled from a topographic map and have
 HG0011.an estimated accuracy of +/- 6 seconds.
 HG0011
 HG0011.The orthometric height was determined by differential leveling
 HG0011.and adjusted by the National Geodetic Survey in June 1991..
 HG0011
 HG0011.The geoid height was determined by GEOID03.
 HG0011
 HG0011.The dynamic height is computed by dividing the NAVD 88
 HG0011.geopotential number by the normal gravity value computed on the
 HG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0011.degrees latitude (g = 980.6199 gals.).
 HG0011
 HG0011.The modeled gravity was interpolated from observed gravity values.
 HG0011
 HG0011;                    North         East    Units  Estimated Accuracy
 HG0011;SPC KS S     -   522,690.      443,560.      MT  (+/- 180 meters Scaled)
 HG0011
 HG0011                          SUPERSEDED SURVEY CONTROL
 HG0011
 HG0011  NGVD 29 (??/??/92)  485.625  (m)         1593.25   (f) ADJ UNCH    1 2
 HG0011
 HG0011.Superseded values are not recommended for survey control.
 HG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0011.See file dsdata.txt to determine how the superseded data were derived.
 HG0011
 HG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG875808(NAD 83)
 HG0011_MARKER: DR = REFERENCE MARK DISK
 HG0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0011_STAMPING: PRETTY PRAIRIE RM 1 1901
 HG0011_MARK LOGO: CGS   
 HG0011_PROJECTION: FLUSH
 HG0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0011+STABILITY: SURFACE MOTION
 HG0011
 HG0011  HISTORY     - Date     Condition        Report By
 HG0011  HISTORY     - 1935     MONUMENTED       CGS
 HG0011  HISTORY     - 1953     GOOD             NGS
 HG0011  HISTORY     - 19830707 GOOD             NGS
 HG0011  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0011
 HG0011                          STATION DESCRIPTION
 HG0011
 HG0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0011'1.2 MI SE FROM PRETTY PRAIRIE.
 HG0011'0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE ATCHISON, TOPEKA
 HG0011'AND SANTA FE RAILROAD STATION AT PRETTY PRAIRIE, THENCE 0.5
 HG0011'MILE EAST ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH ALONG
 HG0011'A GRAVELED ROAD, 0.3 MILE WEST OF TRIANGULATION STATION PRETTY
 HG0011'PRAIRIE 1901, IN THE SOUTHWEST CORNER OF A PASTURE, 27 FEET
 HG0011'EAST OF THE CENTER LINE OF A ROAD, 1.4 FEET NORTHEAST OF A
 HG0011'FENCE CORNER, 1.6 FEET EAST OF A WITNESS POST, SET IN THE TOP
 HG0011'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HG0011
 HG0011                          STATION RECOVERY (1983)
 HG0011
 HG0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HG0011'THE STATION IS LOCATED ABOUT 1.54 KM (0.95 MI) SOUTHEAST OF PRETTY
 HG0011'PRAIRIE, ON THE WEST SIDE AND NEAR THE CENTER OF SEC 20, T 26 S, R 6 W
 HG0011'AND ON ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE SCHOOL IN
 HG0011'PRETTY PRAIRIE, GO EAST ON A PAVED ROAD FOR 0.97 KM (0.60 MI) TO A
 HG0011'GRAVELED CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR
 HG0011'0.64 KM (0.40 MI) TO THE MARK ON THE LEFT, AT A FIELD ENTRANCE.  THE
 HG0011'STATION IS A STANDARD CGS DISK STAMPED,---PRETTY PRAIRIE RM 1 1901---,
 HG0011'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 14 INCHES, (36 CM) ON
 HG0011'SIDE, FLUSH WITH THE GROUND.
 HG0011
 HG0011                          STATION RECOVERY (1986)
 HG0011
 HG0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0007 ***********************************************************************
 HG0007  DESIGNATION -  PRETTY PRAIRIE RM 2
 HG0007  PID         -  HG0007
 HG0007  STATE/COUNTY-  KS/RENO
 HG0007  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0007
 HG0007                         *CURRENT SURVEY CONTROL
 HG0007  ___________________________________________________________________
 HG0007* NAD 83(1986)-  37 46 16.     (N)    098 00 20.     (W)     SCALED    
 HG0007* NAVD 88     -       485.409  (meters)    1592.55   (feet)  ADJUSTED  
 HG0007  ___________________________________________________________________
 HG0007  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 HG0007  DYNAMIC HT  -         485.024 (meters)    1591.28  (feet)  COMP
 HG0007  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 HG0007
 HG0007  VERT ORDER  -  FIRST     CLASS II
 HG0007
 HG0007.The horizontal coordinates were scaled from a topographic map and have
 HG0007.an estimated accuracy of +/- 6 seconds.
 HG0007
 HG0007.The orthometric height was determined by differential leveling
 HG0007.and adjusted by the National Geodetic Survey in June 1991..
 HG0007
 HG0007.The geoid height was determined by GEOID03.
 HG0007
 HG0007.The dynamic height is computed by dividing the NAVD 88
 HG0007.geopotential number by the normal gravity value computed on the
 HG0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0007.degrees latitude (g = 980.6199 gals.).
 HG0007
 HG0007.The modeled gravity was interpolated from observed gravity values.
 HG0007
 HG0007;                    North         East    Units  Estimated Accuracy
 HG0007;SPC KS S     -   522,690.      443,560.      MT  (+/- 180 meters Scaled)
 HG0007
 HG0007                          SUPERSEDED SURVEY CONTROL
 HG0007
 HG0007  NGVD 29 (??/??/92)  485.243  (m)         1592.00   (f) ADJ UNCH    1 2
 HG0007
 HG0007.Superseded values are not recommended for survey control.
 HG0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0007.See file dsdata.txt to determine how the superseded data were derived.
 HG0007
 HG0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG875808(NAD 83)
 HG0007_MARKER: DR = REFERENCE MARK DISK
 HG0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0007_STAMPING: PRETTY PRAIRIE RM 2 1901
 HG0007_MARK LOGO: CGS   
 HG0007_PROJECTION: FLUSH
 HG0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0007+STABILITY: SURFACE MOTION
 HG0007
 HG0007  HISTORY     - Date     Condition        Report By
 HG0007  HISTORY     - 1935     MONUMENTED       CGS
 HG0007  HISTORY     - 1953     GOOD             NGS
 HG0007  HISTORY     - 19830707 GOOD             NGS
 HG0007  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0007
 HG0007                          STATION DESCRIPTION
 HG0007
 HG0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0007'1.2 MI SE FROM PRETTY PRAIRIE.
 HG0007'0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE ATCHISON, TOPEKA
 HG0007'AND SANTA FE RAILROAD STATION AT PRETTY PRAIRIE, THENCE 0.8
 HG0007'MILE EAST ALONG AN OILED ROAD, THENCE 0.2 MILE SOUTH ACROSS A
 HG0007'PASTURE, 0.2 MILE SOUTH OF A FARMHOUSE, AT THE SOUTH END OF A
 HG0007'NORTH AND SOUTH HEDGE ROW, AT THE EAST END OF AN EAST AND WEST
 HG0007'HEDGE ROW, 3 FEET NORTHWEST OF A WITNESS POST, 0.3 MILE NORTH
 HG0007'OF TRIANGULATION STATION PRETTY PRAIRIE 1901, SET IN THE
 HG0007'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HG0007
 HG0007                          STATION RECOVERY (1983)
 HG0007
 HG0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 HG0007'THE STATION IS LOCATED ABOUT 1.54 KM (0.95 MI) SOUTHEAST OF PRETTY
 HG0007'PRAIRIE, IN THE NW 1/4 OF SEC 20, T 26 S, R 6 W AND ON PROPERTY OWNED
 HG0007'BY LAVERNE SCHRAG, P.O BOX 354, PRETTY PRAIRIE, KS 67570. TO REACH THE
 HG0007'STATION FROM THE SCHOOL IN PRETTY PRAIRIE, GO EAST ON A PAVED ROAD FOR
 HG0007'1.29 KM (0.80 MI) TO A FIELD ENTRANCE AT AN OLD FARM SITE.  TURN RIGHT
 HG0007'AND GO SOUTH-SOUTHEAST, ACROSS A FIELD, TO THE MARK AT THE CORNER OF A
 HG0007'HEDGE ROW THAT GOES FROM NORTH TO SOUTH, THEN EAST TO WEST.  THE
 HG0007'STATION IS A STANDARD CGS, DISK STAMPED,---PRETTY PRAIRIE RM 2
 HG0007'1901---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 14 INCHES (36
 HG0007'CM) ON SIDE, FLUSH WITH THE GROUND.  THE STATION IS LOCATED 1.52
 HG0007'METERS (4.99 FT) NORTHWEST FROM A FENCE CORNER IN THE HEDGE ROW, RIGHT
 HG0007'ANGLE TURN, 0.61 METERS (2.00 FT) WEST FROM A FENCE, 0.55 METERS (1.80
 HG0007'FT) EAST FROM A WITNESS POST.
 HG0007
 HG0007                          STATION RECOVERY (1986)
 HG0007
 HG0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0008 ***********************************************************************
 HG0008  DESIGNATION -  PRETTY PRAIRIE RM 3
 HG0008  PID         -  HG0008
 HG0008  STATE/COUNTY-  KS/RENO
 HG0008  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0008
 HG0008                         *CURRENT SURVEY CONTROL
 HG0008  ___________________________________________________________________
 HG0008* NAD 83(1986)-  37 46 16.     (N)    098 00 20.     (W)     SCALED    
 HG0008* NAVD 88     -       487.594  (meters)    1599.71   (feet)  ADJUSTED  
 HG0008  ___________________________________________________________________
 HG0008  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 HG0008  DYNAMIC HT  -         487.208 (meters)    1598.45  (feet)  COMP
 HG0008  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 HG0008
 HG0008  VERT ORDER  -  FIRST     CLASS II
 HG0008
 HG0008.The horizontal coordinates were scaled from a topographic map and have
 HG0008.an estimated accuracy of +/- 6 seconds.
 HG0008
 HG0008.The orthometric height was determined by differential leveling
 HG0008.and adjusted by the National Geodetic Survey in June 1991..
 HG0008
 HG0008.The geoid height was determined by GEOID03.
 HG0008
 HG0008.The dynamic height is computed by dividing the NAVD 88
 HG0008.geopotential number by the normal gravity value computed on the
 HG0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0008.degrees latitude (g = 980.6199 gals.).
 HG0008
 HG0008.The modeled gravity was interpolated from observed gravity values.
 HG0008
 HG0008;                    North         East    Units  Estimated Accuracy
 HG0008;SPC KS S     -   522,690.      443,560.      MT  (+/- 180 meters Scaled)
 HG0008
 HG0008                          SUPERSEDED SURVEY CONTROL
 HG0008
 HG0008  NGVD 29 (??/??/92)  487.429  (m)         1599.17   (f) ADJ UNCH    1 2
 HG0008
 HG0008.Superseded values are not recommended for survey control.
 HG0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0008.See file dsdata.txt to determine how the superseded data were derived.
 HG0008
 HG0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG875808(NAD 83)
 HG0008_MARKER: DR = REFERENCE MARK DISK
 HG0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0008_STAMPING: PRETTY PRAIRIE RM 3 1901
 HG0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0008+STABILITY: SURFACE MOTION
 HG0008
 HG0008  HISTORY     - Date     Condition        Report By
 HG0008  HISTORY     - 1935     MONUMENTED       CGS
 HG0008  HISTORY     - 1953     GOOD             NGS
 HG0008  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0008
 HG0008                          STATION DESCRIPTION
 HG0008
 HG0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0008'1.5 MI SE FROM PRETTY PRAIRIE.
 HG0008'0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE ATCHISON, TOPEKA
 HG0008'AND SANTA FE RAILROAD STATION AT PRETTY PRAIRIE, THENCE 0.8
 HG0008'MILE EAST ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH ACROSS
 HG0008'A PASTURE, ON TOP OF A SMALL RIDGE, 169 FEET EAST OF A FENCE
 HG0008'CORNER, 43.0 FEET SOUTHEAST OF TRIANGULATION STATION PRETTY
 HG0008'PRAIRIE 1901, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 HG0008'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HG0008
 HG0008                          STATION RECOVERY (1986)
 HG0008
 HG0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0010 ***********************************************************************
 HG0010  DESIGNATION -  PRETTY PRAIRIE RM 4
 HG0010  PID         -  HG0010
 HG0010  STATE/COUNTY-  KS/RENO
 HG0010  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0010
 HG0010                         *CURRENT SURVEY CONTROL
 HG0010  ___________________________________________________________________
 HG0010* NAD 83(1986)-  37 46 16.     (N)    098 00 20.     (W)     SCALED    
 HG0010* NAVD 88     -       487.568  (meters)    1599.63   (feet)  ADJUSTED  
 HG0010  ___________________________________________________________________
 HG0010  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 HG0010  DYNAMIC HT  -         487.182 (meters)    1598.36  (feet)  COMP
 HG0010  MODELED GRAV-     979,822.7   (mgal)                       NAVD 88
 HG0010
 HG0010  VERT ORDER  -  FIRST     CLASS II
 HG0010
 HG0010.The horizontal coordinates were scaled from a topographic map and have
 HG0010.an estimated accuracy of +/- 6 seconds.
 HG0010
 HG0010.The orthometric height was determined by differential leveling
 HG0010.and adjusted by the National Geodetic Survey in June 1991..
 HG0010
 HG0010.The geoid height was determined by GEOID03.
 HG0010
 HG0010.The dynamic height is computed by dividing the NAVD 88
 HG0010.geopotential number by the normal gravity value computed on the
 HG0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0010.degrees latitude (g = 980.6199 gals.).
 HG0010
 HG0010.The modeled gravity was interpolated from observed gravity values.
 HG0010
 HG0010;                    North         East    Units  Estimated Accuracy
 HG0010;SPC KS S     -   522,690.      443,560.      MT  (+/- 180 meters Scaled)
 HG0010
 HG0010                          SUPERSEDED SURVEY CONTROL
 HG0010
 HG0010  NGVD 29 (??/??/92)  487.402  (m)         1599.08   (f) ADJ UNCH    1 2
 HG0010
 HG0010.Superseded values are not recommended for survey control.
 HG0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0010.See file dsdata.txt to determine how the superseded data were derived.
 HG0010
 HG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG875808(NAD 83)
 HG0010_MARKER: DR = REFERENCE MARK DISK
 HG0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0010_STAMPING: PRETTY PRAIRIE NO 4 1901
 HG0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0010+STABILITY: SURFACE MOTION
 HG0010
 HG0010  HISTORY     - Date     Condition        Report By
 HG0010  HISTORY     - 1953     MONUMENTED       CGS
 HG0010  HISTORY     - 1953     GOOD             NGS
 HG0010  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0010
 HG0010                          STATION DESCRIPTION
 HG0010
 HG0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0010'1.5 MI SE FROM PRETTY PRAIRIE.
 HG0010'0.2 MILE SOUTH ALONG A GRAVELED ROAD FROM THE ATCHISON, TOPEKA
 HG0010'AND SANTA FE RAILROAD STATION AT PRETTY PRAIRIE, THENCE 0.8
 HG0010'MILE EAST ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH ACROSS
 HG0010'A PASTURE, AT THE TOP OF A SMALL RIDGE, 138.5 FEET SOUTHWEST
 HG0010'OF TRIANGULATION STATION PRETTY PRAIRIE 1901, 2 FEET
 HG0010'NORTHEAST OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST
 HG0010'WHICH IS PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0010
 HG0010                          STATION RECOVERY (1986)
 HG0010
 HG0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0625 ***********************************************************************
 KH0625  DESIGNATION -  PRICE
 KH0625  PID         -  KH0625
 KH0625  STATE/COUNTY-  KS/RAWLINS
 KH0625  USGS QUAD   -  CHARDON NW (1981)
 KH0625
 KH0625                         *CURRENT SURVEY CONTROL
 KH0625  ___________________________________________________________________
 KH0625* NAD 83(1997)-  39 41 21.52923(N)    101 10 07.22831(W)     ADJUSTED  
 KH0625* NAVD 88     -       944.     (meters)    3097.     (feet)  SCALED    
 KH0625  ___________________________________________________________________
 KH0625  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 KH0625  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 KH0625
 KH0625  HORZ ORDER  -  THIRD
 KH0625
 KH0625.The horizontal coordinates were established by classical geodetic methods
 KH0625.and adjusted by the National Geodetic Survey in October 1998..
 KH0625
 KH0625.The orthometric height was scaled from a topographic map.
 KH0625
 KH0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0625
 KH0625.The geoid height was determined by GEOID03.
 KH0625
 KH0625;                    North         East     Units Scale Factor Converg.
 KH0625;SPC KS N     -   155,288.347   128,251.585   MT  0.99998610   -2 00 17.5
 KH0625;UTM  14      - 4,395,523.152   314,038.081   MT  1.00002577   -1 23 07.3
 KH0625
 KH0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0625!SPC KS N     -   0.99985564  x   0.99998610  =   0.99984174
 KH0625!UTM  14      -   0.99985564  x   1.00002577  =   0.99988140
 KH0625
 KH0625|---------------------------------------------------------------------|
 KH0625| PID    Reference Object                     Distance      Geod. Az  |
 KH0625|                                                           dddmmss.s |
 KH0625| CP8427 PRICE RM 1                           25.337 METERS 22353     |
 KH0625| CP8428 PRICE RM 2                           25.388 METERS 31757     |
 KH0625| CP8426 PRICE AZ MK                                        3495039.2 |
 KH0625|---------------------------------------------------------------------|
 KH0625
 KH0625                          SUPERSEDED SURVEY CONTROL
 KH0625
 KH0625  NAD 83(1997)-  39 41 21.52963(N)    101 10 07.22828(W) AD(       ) 3
 KH0625  NAD 83(1986)-  39 41 21.53067(N)    101 10 07.22959(W) AD(       ) 3
 KH0625  NAD 27      -  39 41 21.53700(N)    101 10 05.68000(W) AD(       ) 3
 KH0625
 KH0625.Superseded values are not recommended for survey control.
 KH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0625.See file dsdata.txt to determine how the superseded data were derived.
 KH0625
 KH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ1403895523(NAD 83)
 KH0625_MARKER: DS = TRIANGULATION STATION DISK
 KH0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0625
 KH0625  HISTORY     - Date     Condition        Report By
 KH0625  HISTORY     - 1951     MONUMENTED       CGS
 KH0625
 KH0625                          STATION DESCRIPTION
 KH0625
 KH0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0625'THE STATION IS LOCATED ABOUT 12.5 MILES SOUTHEAST OF MC DONALD
 KH0625'AND 11 MILES SOUTHWEST OF ATWOOD.  IT IS IN A PASTURE, ON THE
 KH0625'HIGHEST POINT OF A FLAT TOPPED RIDGE AND IS 56 FEET EAST FROM
 KH0625'A NORTH-SOUTH FENCE.  IT IS STAMPED PRICE 1951 AND IS FLUSH.
 KH0625'
 KH0625'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE.  IT
 KH0625'IS STAMPED PRICE NO 1 1951 AND PROJECTS 8 INCHES.
 KH0625'
 KH0625'REFERENCE MARK NO. 2 IS SET IN A NORTH-SOUTH FENCE LINE.  IT
 KH0625'IS STAMPED PRICE NO 2 1951 AND PROJECTS 8 INCHES.
 KH0625'
 KH0625'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KH0625'NO. 2 IS 121.8 FEET.
 KH0625'
 KH0625'THE AZIMUTH MARK IS 42 FEET EAST FROM THE CENTER OF A NORTH-SOUTH
 KH0625'DIRT ROAD, 2 FEET SOUTH OF A WITNESS POST AND 6 INCHES WEST
 KH0625'OF A NORTH-SOUTH FENCE.  IT IS STAMPED PRICE 1951 AND PROJECTS
 KH0625'8 INCHES.
 KH0625'
 KH0625'TO REACH THE STATION FROM THE POST OFFICE IN ATWOOD, GO NORTH
 KH0625'ON 5TH. STREET FOR 0.4 MILE TO U.S. HIGHWAY 36, TURN LEFT ON
 KH0625'U.S. HIGHWAY 36 AND GO WEST FOR 0.3 MILE TO THE JUNCTION OF
 KH0625'STATE HIGHWAY 25, CONTINUE WESTERLY ON U.S. HIGHWAY 36 FOR 4.9
 KH0625'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A DIRT ROAD
 KH0625'FOR 2.2 MILES TO A T ROAD INTERSECTION, TURN RIGHT AND GO
 KH0625'WEST AND SOUTHERLY ON A DIRT ROAD FOR 1.8 MILES TO BEAVER
 KH0625'CREEK, CONTINUE SOUTHERLY ON A DIRT ROAD FOR 2.5 MILES TO A
 KH0625'T ROAD INTERSECTION, TURN LEFT AND GO SOUTHERLY FOR 1.25
 KH0625'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE
 KH0625'SOUTHERLY FOR 0.65 MILE TO THE END OF TRUCK TRAVEL.  AT THIS
 KH0625'POINT PACK EASTERLY FOR 140 YARDS TO A NORTH-SOUTH FENCE AND
 KH0625'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0711 ***********************************************************************
 JG0711  DESIGNATION -  PROGRESS
 JG0711  PID         -  JG0711
 JG0711  STATE/COUNTY-  KS/ELLSWORTH
 JG0711  USGS QUAD   -  HOLYROOD NW (1964)
 JG0711
 JG0711                         *CURRENT SURVEY CONTROL
 JG0711  ___________________________________________________________________
 JG0711* NAD 83(1997)-  38 40 53.85600(N)    098 24 56.07875(W)     ADJUSTED  
 JG0711* NAVD 88     -       573.     (meters)    1880.     (feet)  SCALED    
 JG0711  ___________________________________________________________________
 JG0711  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 JG0711  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 JG0711
 JG0711  HORZ ORDER  -  SECOND
 JG0711
 JG0711.The horizontal coordinates were established by classical geodetic methods
 JG0711.and adjusted by the National Geodetic Survey in October 1998..
 JG0711
 JG0711.The orthometric height was scaled from a topographic map.
 JG0711
 JG0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0711
 JG0711.The geoid height was determined by GEOID03.
 JG0711
 JG0711;                    North         East     Units Scale Factor Converg.
 JG0711;SPC KS N     -    38,747.279   363,839.164   MT  1.00000584   -0 15 46.6
 JG0711;SPC KS S     -   623,643.556   407,346.065   MT  1.00002476   +0 03 06.8
 JG0711;UTM  14      - 4,281,609.349   550,832.374   MT  0.99963182   +0 21 55.0
 JG0711
 JG0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0711!SPC KS N     -   0.99991421  x   1.00000584  =   0.99992005
 JG0711!SPC KS S     -   0.99991421  x   1.00002476  =   0.99993897
 JG0711!UTM  14      -   0.99991421  x   0.99963182  =   0.99954606
 JG0711
 JG0711|---------------------------------------------------------------------|
 JG0711| PID    Reference Object                     Distance      Geod. Az  |
 JG0711|                                                           dddmmss.s |
 JG0711| CL3788 PROGRESS RM 1                        20.035 METERS 00259     |
 JG0711| JG0694 ELLSWORTH MUNICIPAL TANK            APPROX.17.0 KM 0690514.9 |
 JG0711| JG0696 ELLSWORTH HOME FOR THE AGED TK      APPROX.16.0 KM 0770055.2 |
 JG0711| JG0698 KANOPOLIS MUNICIPAL TANK            APPROX.22.7 KM 0805034.3 |
 JG0711| CL3787 PROGRESS AZ MK                                     0920105.6 |
 JG0711| JG0709 HOLYROOD MUNICIPAL TANK             APPROX.10.3 KM 1775601.9 |
 JG0711| CL3789 PROGRESS RM 2                        37.091 METERS 25850     |
 JG0711|---------------------------------------------------------------------|
 JG0711
 JG0711                          SUPERSEDED SURVEY CONTROL
 JG0711
 JG0711  NAD 83(1986)-  38 40 53.86373(N)    098 24 56.07902(W) AD(       ) 2
 JG0711  NAD 27      -  38 40 53.82600(N)    098 24 54.84300(W) AD(       ) 2
 JG0711
 JG0711.Superseded values are not recommended for survey control.
 JG0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0711.See file dsdata.txt to determine how the superseded data were derived.
 JG0711
 JG0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH5083281609(NAD 83)
 JG0711_MARKER: DD = SURVEY DISK
 JG0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0711_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0711
 JG0711  HISTORY     - Date     Condition        Report By
 JG0711  HISTORY     - 1952     MONUMENTED       CGS
 JG0711
 JG0711                          STATION DESCRIPTION
 JG0711
 JG0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0711'THE STATION IS IN SEC. 3, T 16 S, R 10 W, 6-1/2 MILES NORTH
 JG0711'OF HOLYROOD, 3-1/2 MILES EAST OF THE BARTON-ELLSWORTH COUNTY
 JG0711'LINE, 58 FEET NORTH OF THE CENTER OF A ROAD, 9 FEET NORTHWEST
 JG0711'OF A 4 X 4 INCH WHITE WITNESS POST AND 4 FEET WEST OF A FENCELINE.
 JG0711'
 JG0711'TO REACH THE STATION FROM THE HOLYROOD GRADE SCHOOL ON STATE
 JG0711'HIGHWAY 45 IN HOLYROOD, GO NORTH ON STATE HIGHWAY 45 FOR 0.7
 JG0711'MILE TO A POINT WHERE HIGHWAY 45 CURVES TO THE NORTHEAST,
 JG0711'CONTINUE NORTH ON A PAVED ROAD FOR 2.65 MILES TO THE END OF THE
 JG0711'PAVEMENT AT A CROSSROADS, CONTINUE NORTH ON A GRAVELED ROAD FOR
 JG0711'2.0 MILES TO A CROSSROADS AT A SCHOOLHOUSE ON THE RIGHT, TURN LEFT
 JG0711'AND GO WEST 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT,
 JG0711'CONTINUE WEST 0.45 MILE TO THE STATION ON THE RIGHT.
 JG0711'
 JG0711'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JG0711'PROGRESS 1952.
 JG0711'
 JG0711'REFERENCE MARK 1 IS 115 FEET NORTH OF THE CENTER OF THE ROAD
 JG0711'AND 1 FOOT WEST OF THE FENCELINE.  THE MARK PROJECTS 4 INCHES AND
 JG0711'THE DISK IS STAMPED PROGRESS NO 1 1952.
 JG0711'
 JG0711'REFERENCE MARK 2 IS 127 FEET WEST OF THE WITNESS POST, 22 FEET
 JG0711'NORTH OF THE CENTER OF THE ROAD AND 2 FEET SOUTH OF THE SOUTH
 JG0711'EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS 4 INCHES AND
 JG0711'THE DISK IS STAMPED PROGRESS NO 2 1952.
 JG0711'
 JG0711'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTER OF THE ROAD, 3
 JG0711'FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST AND 2 FEET SOUTH
 JG0711'OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JG0711'PROGRESS 1952.
 JG0711'
 JG0711'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0946 ***********************************************************************
 HG0946  DESIGNATION -  PROTECTION CO OP SUPPLY ELEV
 HG0946  PID         -  HG0946
 HG0946  STATE/COUNTY-  KS/COMANCHE
 HG0946  USGS QUAD   -  PROTECTION (1980)
 HG0946
 HG0946                         *CURRENT SURVEY CONTROL
 HG0946  ___________________________________________________________________
 HG0946* NAD 83(1997)-  37 12 14.48420(N)    099 29 10.81706(W)     ADJUSTED  
 HG0946* NAVD 88     -                                                        
 HG0946  ___________________________________________________________________
 HG0946  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HG0946  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 HG0946
 HG0946  HORZ ORDER  -  THIRD
 HG0946
 HG0946.The horizontal coordinates were established by classical geodetic methods
 HG0946.and adjusted by the National Geodetic Survey in October 1998..
 HG0946
 HG0946
 HG0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0946
 HG0946.The geoid height was determined by GEOID03.
 HG0946
 HG0946;                    North         East     Units Scale Factor Converg.
 HG0946;SPC KS S     -   460,102.168   312,440.035   MT  1.00001291   -0 36 22.1
 HG0946;UTM  14      - 4,117,616.489   456,843.302   MT  0.99962294   -0 17 38.7
 HG0946
 HG0946                          SUPERSEDED SURVEY CONTROL
 HG0946
 HG0946  NAD 83(1997)-  37 12 14.49088(N)    099 29 10.81756(W) AD(       ) 4
 HG0946  NAD 83(1986)-  37 12 14.48427(N)    099 29 10.81186(W) AD(       ) 4
 HG0946  NAD 27      -  37 12 14.39142(N)    099 29 09.38031(W) AD(       ) 3
 HG0946
 HG0946.Superseded values are not recommended for survey control.
 HG0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0946.See file dsdata.txt to determine how the superseded data were derived.
 HG0946
 HG0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5684317616(NAD 83)
 HG0946_MARKER: 94 = ROOFTOP VENTILATOR
 HG0946
 HG0946  HISTORY     - Date     Condition        Report By
 HG0946  HISTORY     - 1964     FIRST OBSERVED   CGS
 HG0946
 HG0946                          STATION DESCRIPTION
 HG0946
 HG0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0946'THE STATION IS THE VENTILATOR ATOP THE HEADHOUSE OF THE ELEVATOR,
 HG0946'LOCATED IN THE WEST CENTRAL PART OF PROTECTION.
 HG0946'
 HG0946'IT IS A LARGE CONCRETE STRUCTURE, PAINTED WHITE, WITH THE LEGEND
 HG0946'PROTECTION COOP ON THE EAST SIDE OF THE HEADHOUSE AND COOP ON THE
 HG0946'WEST SIDE OF THE HEADHOUSE, AND HAS AN OVERALL HEIGHT OF 160 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0945 ***********************************************************************
 HG0945  DESIGNATION -  PROTECTION MUN WATER TANK
 HG0945  PID         -  HG0945
 HG0945  STATE/COUNTY-  KS/COMANCHE
 HG0945  USGS QUAD   -  PROTECTION (1980)
 HG0945
 HG0945                         *CURRENT SURVEY CONTROL
 HG0945  ___________________________________________________________________
 HG0945* NAD 83(1997)-  37 12 20.53469(N)    099 29 00.93529(W)     ADJUSTED  
 HG0945* NAVD 88     -                                                        
 HG0945  ___________________________________________________________________
 HG0945  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 HG0945  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 HG0945
 HG0945  HORZ ORDER  -  THIRD
 HG0945
 HG0945.The horizontal coordinates were established by classical geodetic methods
 HG0945.and adjusted by the National Geodetic Survey in October 1998..
 HG0945
 HG0945
 HG0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0945
 HG0945.The geoid height was determined by GEOID03.
 HG0945
 HG0945;                    North         East     Units Scale Factor Converg.
 HG0945;SPC KS S     -   460,286.111   312,685.670   MT  1.00001254   -0 36 16.0
 HG0945;UTM  14      - 4,117,801.696   457,087.835   MT  0.99962268   -0 17 32.7
 HG0945
 HG0945                          SUPERSEDED SURVEY CONTROL
 HG0945
 HG0945  NAD 83(1997)-  37 12 20.54137(N)    099 29 00.93581(W) AD(       ) 4
 HG0945  NAD 83(1986)-  37 12 20.53482(N)    099 29 00.93000(W) AD(       ) 4
 HG0945  NAD 27      -  37 12 20.44210(N)    099 28 59.49942(W) AD(       ) 3
 HG0945
 HG0945.Superseded values are not recommended for survey control.
 HG0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0945.See file dsdata.txt to determine how the superseded data were derived.
 HG0945
 HG0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5708817802(NAD 83)
 HG0945_MARKER: 53 = ELEVATED TANK
 HG0945
 HG0945  HISTORY     - Date     Condition        Report By
 HG0945  HISTORY     - 1964     FIRST OBSERVED   CGS
 HG0945  HISTORY     - 1970     GOOD             NGS
 HG0945
 HG0945                          STATION DESCRIPTION
 HG0945
 HG0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0945'THE STATION IS THE BALL ATOP THE TANK, LOCATED ON THE NORTH EDGE
 HG0945'OF TOWN, AT THE INTERSECTION OF NORTH BROADWAY AND EAST OAK STREETS.
 HG0945'
 HG0945'IT IS A FOUR-LEGGED STEEL STRUCTURE WHICH SUPPORTS A CYLINDRICAL
 HG0945'TANK, PAINTED SILVER WITH THE LEGEND PROTECTION PAINTED BLACK ON THE
 HG0945'SOUTH SIDE OF THE TANK, AND HAS AN OVERALL HEIGHT OF 140 FEET.
 HG0945
 HG0945                          STATION RECOVERY (1970)
 HG0945
 HG0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0945'THE STATION WAS RECOVERED AS DESCRIBED BY R.L. SPEER IN 1964 AND THE
 HG0945'DESCRIPTION IS ADEQUATE.  THE NAME OF THIS STATION IN 1964 WAS
 HG0945'PROTECTION, MUN. WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0947 ***********************************************************************
 HG0947  DESIGNATION -  PROTECTION TV MAST
 HG0947  PID         -  HG0947
 HG0947  STATE/COUNTY-  KS/COMANCHE
 HG0947  USGS QUAD   -  PROTECTION (1980)
 HG0947
 HG0947                         *CURRENT SURVEY CONTROL
 HG0947  ___________________________________________________________________
 HG0947* NAD 83(1997)-  37 12 20.07270(N)    099 29 13.19805(W)     ADJUSTED  
 HG0947* NAVD 88     -                                                        
 HG0947  ___________________________________________________________________
 HG0947  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HG0947  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 HG0947
 HG0947  HORZ ORDER  -  THIRD
 HG0947
 HG0947.The horizontal coordinates were established by classical geodetic methods
 HG0947.and adjusted by the National Geodetic Survey in October 1998..
 HG0947
 HG0947
 HG0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0947
 HG0947.The geoid height was determined by GEOID03.
 HG0947
 HG0947;                    North         East     Units Scale Factor Converg.
 HG0947;SPC KS S     -   460,275.065   312,383.148   MT  1.00001257   -0 36 23.5
 HG0947;UTM  14      - 4,117,789.007   456,785.497   MT  0.99962300   -0 17 40.1
 HG0947
 HG0947                          SUPERSEDED SURVEY CONTROL
 HG0947
 HG0947  NAD 83(1997)-  37 12 20.07928(N)    099 29 13.19838(W) AD(       ) 4
 HG0947  NAD 83(1986)-  37 12 20.07290(N)    099 29 13.19296(W) AD(       ) 4
 HG0947  NAD 27      -  37 12 19.98044(N)    099 29 11.76376(W) AD(       ) 3
 HG0947
 HG0947.Superseded values are not recommended for survey control.
 HG0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0947.See file dsdata.txt to determine how the superseded data were derived.
 HG0947
 HG0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG5678517789(NAD 83)
 HG0947_MARKER: 42 = RADIO/TV MAST
 HG0947
 HG0947  HISTORY     - Date     Condition        Report By
 HG0947  HISTORY     - 1970     FIRST OBSERVED   NGS
 HG0947
 HG0947                          STATION DESCRIPTION
 HG0947
 HG0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0947'THE STATION IS THE LIGHT ON TOP OF THE LYNNS RADIO AND APPLIANCE
 HG0947'COMPANY CABLE TELEVISION MAST, WHICH IS LOCATED ON THE NORTHWEST
 HG0947'EDGE OF PROTECTION.  IT IS PAINTED IN ALTERNATE SECTIONS OF RED AND
 HG0947'WHITE AND IS 400 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1000 ***********************************************************************
 HE1000  DESIGNATION -  PTS 16
 HE1000  PID         -  HE1000
 HE1000  STATE/COUNTY-  KS/CHEROKEE
 HE1000  USGS QUAD   -  KIRKWOOD (1978)
 HE1000
 HE1000                         *CURRENT SURVEY CONTROL
 HE1000  ___________________________________________________________________
 HE1000* NAD 83(1997)-  37 15 04.61589(N)    094 44 29.67678(W)     ADJUSTED  
 HE1000* NAVD 88     -       278.59   (+/-2cm)     914.0    (feet)  VERTCON   
 HE1000  ___________________________________________________________________
 HE1000  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 HE1000  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HE1000
 HE1000  HORZ ORDER  -  SECOND
 HE1000  VERT ORDER  -  THIRD ? (See Below)
 HE1000
 HE1000.The horizontal coordinates were established by classical geodetic methods
 HE1000.and adjusted by the National Geodetic Survey in October 1998..
 HE1000
 HE1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1000.The vertical order pertains to the NGVD 29 superseded value.
 HE1000
 HE1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1000
 HE1000.The geoid height was determined by GEOID03.
 HE1000
 HE1000;                    North         East     Units Scale Factor Converg.
 HE1000;SPC KS S     -   471,603.696   733,350.135   MT  1.00000306   +2 18 34.8
 HE1000;UTM  15      - 4,124,169.676   345,546.340   MT  0.99989387   -1 03 15.9
 HE1000
 HE1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1000!SPC KS S     -   0.99996101  x   1.00000306  =   0.99996407
 HE1000!UTM  15      -   0.99996101  x   0.99989387  =   0.99985488
 HE1000
 HE1000:                Primary Azimuth Mark                     Grid Az
 HE1000:SPC KS S     -  16 AZ MK                                 358 40 43.7
 HE1000:UTM  15      -  16 AZ MK                                 002 02 34.4
 HE1000
 HE1000|---------------------------------------------------------------------|
 HE1000| PID    Reference Object                     Distance      Geod. Az  |
 HE1000|                                                           dddmmss.s |
 HE1000| CN5722 16 AZ MK                                           0005918.5 |
 HE1000| CN5723 16 RM 1                              14.986 METERS 09424     |
 HE1000| HE1071 TV STATION KOAM WEST MAST           APPROX. 4.5 KM 1375341.2 |
 HE1000| CN5724 16 RM 2                              13.953 METERS 35818     |
 HE1000|---------------------------------------------------------------------|
 HE1000
 HE1000                          SUPERSEDED SURVEY CONTROL
 HE1000
 HE1000  NAD 83(1997)-  37 15 04.62192(N)    094 44 29.67796(W) AD(       ) 2
 HE1000  NAD 83(1986)-  37 15 04.62935(N)    094 44 29.67060(W) AD(       ) 2
 HE1000  NAD 27      -  37 15 04.42569(N)    094 44 28.82173(W) AD(       ) 2
 HE1000  NGVD 29 (07/19/86)  278.48   (m)          913.6    (f) LEVELING    3  
 HE1000
 HE1000.Superseded values are not recommended for survey control.
 HE1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1000.See file dsdata.txt to determine how the superseded data were derived.
 HE1000
 HE1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4554624170(NAD 83)
 HE1000_MARKER: DB = BENCH MARK DISK
 HE1000_SETTING: 0 = UNSPECIFIED SETTING
 HE1000
 HE1000  HISTORY     - Date     Condition        Report By
 HE1000  HISTORY     - 1966     MONUMENTED       USGS
 HE1000  HISTORY     - 20060920 MARK NOT FOUND   GEOCAC
 HE1000
 HE1000                          STATION DESCRIPTION
 HE1000
 HE1000'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JC)
 HE1000'THE STATION IS ABOUT 8 MILES NORTHEAST OF COLUMBUS, 4-3/4 MILES
 HE1000'EAST-SOUTHEAST OF SCAMMON, 4-1/2 MILES SOUTH-SOUTHEAST OF
 HE1000'WEIR AT THE CROSSING OF TWO COUNTY ROADS.
 HE1000'
 HE1000'TO REACH THE STATION FROM THE POST OFFICE IN WEIR, GO EAST ON
 HE1000'STATE HIGHWAY 103 FOR 1.65 MILES TO A CROSSROAD.  TURN RIGHT AND
 HE1000'GO SOUTH ON A GRAVELED ROAD FOR 3.5 MILES TO THE AZIMUTH MARK ON
 HE1000'THE LEFT.  CONTINUE AHEAD, SOUTH, ON THE GRAVELED ROAD FOR 0.5
 HE1000'MILE TO A CROSSROAD AND THE STATION IN THE SOUTHWEST QUADRANT.
 HE1000'
 HE1000'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 HE1000'STAMPED PRIM TRAV STA NO 16 916 1916, RIVETED TO THE TOP OF A
 HE1000'4 INCH IRON PIPE THAT PROJECTS 1.3 FEET ABOVE THE GROUND.  IT IS
 HE1000'68.6 FEET SOUTHWEST OF A POWERLINE POLE, 23 FEET WEST OF A
 HE1000'NORTH-SOUTH ROAD, 21 FEET SOUTH OF AN EAST-WEST ROAD AND 1.9
 HE1000'EAST OF A WITNESS POST.
 HE1000'
 HE1000'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BM NO 16 USGS NO 1
 HE1000'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 HE1000'DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 47.7 FEET SOUTH
 HE1000'OF THE POWERLINE POLE, 26 FEET EAST OF A NORTH-SOUTH ROAD,
 HE1000'23 FEET SOUTH OF AN EAST-WEST ROAD AND AT ABOUT THE SAME
 HE1000'ELEVATION AS THE STATION.
 HE1000'
 HE1000'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BM NO 16 USGS NO
 HE1000'2 1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 HE1000'DIAMETER, THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 54.0
 HE1000'FEET WEST OF THE POWERLINE POLE, 24 FEET WEST OF A NORTH-SOUTH
 HE1000'ROAD, 3.6 FEET NORTH OF A FENCE CORNER, 1.1 FEET EAST OF A FENCE,
 HE1000'AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 HE1000'
 HE1000'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BM NO 16 USGS 1966,
 HE1000'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1000'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 30 FEET EAST
 HE1000'OF A NORTH-SOUTH ROAD, 4.0 FEET SOUTHWEST OF THE WEST END
 HE1000'OF A HEDGEROW AND 2.2 FEET SOUTH OF A WITNESS POST.
 HE1000'
 HE1000'HEIGHT OF LIGHT ABOVE STATION MARK 13.87 METERS.
 HE1000
 HE1000                          STATION RECOVERY (2006)
 HE1000
 HE1000'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 HE1000'THE STATION MARK, REFERENCE MARK 1 AND 2, AND THE AZIMUTH MARK WERE
 HE1000'NOT FOUND. A CONCRETE POST BELIEVED TO BE THE MONUMENT FOR REFERENCE
 HE1000'MARK 2 WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5860 ***********************************************************************
 AH5860  SACS        -  This is a Secondary Airport Control Station.
 AH5860  DESIGNATION -  PTS A
 AH5860  PID         -  AH5860
 AH5860  STATE/COUNTY-  KS/CRAWFORD
 AH5860  USGS QUAD   -  PITTSBURG (1978)
 AH5860
 AH5860                         *CURRENT SURVEY CONTROL
 AH5860  ___________________________________________________________________
 AH5860* NAD 83(1997)-  37 26 53.37596(N)    094 43 53.16091(W)     ADJUSTED  
 AH5860* NAVD 88     -       283.67   (meters)     930.7    (feet)  GPS OBS   
 AH5860  ___________________________________________________________________
 AH5860  X           -    -418,209.079 (meters)                     COMP
 AH5860  Y           -  -5,052,828.659 (meters)                     COMP
 AH5860  Z           -   3,857,151.805 (meters)                     COMP
 AH5860  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AH5860  ELLIP HEIGHT-         253.08  (meters)          (12/15/98) GPS OBS
 AH5860  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 AH5860
 AH5860  HORZ ORDER  -  FIRST
 AH5860  ELLP ORDER  -  FOURTH    CLASS II
 AH5860
 AH5860.This mark is at Atkinson Municipal Airport (PTS)
 AH5860
 AH5860.The horizontal coordinates were established by GPS observations
 AH5860.and adjusted by the National Geodetic Survey in December 1998..
 AH5860
 AH5860.The orthometric height was determined by GPS observations and a
 AH5860.high-resolution geoid model.
 AH5860
 AH5860.GPS derived orthometric heights for airport stations designated as
 AH5860.PACS or SACS are published to 2 decimal places.  This maintains
 AH5860.centimeter relative accuracy between the PACS and SACS.  It does
 AH5860.not indicate centimeter accuracy relative to other marks which are
 AH5860.part of the NAVD 88 network.
 AH5860
 AH5860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5860
 AH5860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5860
 AH5860.The ellipsoidal height was determined by GPS observations
 AH5860.and is referenced to NAD 83.
 AH5860
 AH5860.The geoid height was determined by GEOID03.
 AH5860
 AH5860;                    North         East     Units Scale Factor Converg.
 AH5860;SPC KS S     -   493,472.167   733,366.362   MT  0.99996928   +2 18 57.2
 AH5860;UTM  15      - 4,145,997.409   346,846.584   MT  0.99988893   -1 03 10.8
 AH5860
 AH5860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5860!SPC KS S     -   0.99996029  x   0.99996928  =   0.99992957
 AH5860!UTM  15      -   0.99996029  x   0.99988893  =   0.99984922
 AH5860
 AH5860|---------------------------------------------------------------------|
 AH5860| PID    Reference Object                     Distance      Geod. Az  |
 AH5860|                                                           dddmmss.s |
 AH5860| HE1185 PITTPORT AZ MK                      399.037 METERS 21200     |
 AH5860|---------------------------------------------------------------------|
 AH5860
 AH5860                          SUPERSEDED SURVEY CONTROL
 AH5860
 AH5860.No superseded survey control is available for this station.
 AH5860
 AH5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4684745997(NAD 83)
 AH5860_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH5860_SP_SET: CONCRETE DRAIN CULVERT
 AH5860_STAMPING: PTS A 1998
 AH5860_MARK LOGO: NGS   
 AH5860_PROJECTION: FLUSH
 AH5860_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5860+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5860
 AH5860  HISTORY     - Date     Condition        Report By
 AH5860  HISTORY     - 1998     MONUMENTED       NGS
 AH5860
 AH5860                          STATION DESCRIPTION
 AH5860
 AH5860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (KRN)
 AH5860'THE STATION IS LOCATED APPROXIMATELY 5 KM (3.10 MI) NORTHWEST OF
 AH5860'PITTSBURG KANSAS, AT THE ATKINSON MUNICIPAL AIRPORT, APPROXIMATELY
 AH5860'MIDWAY DOWN RUNWAY 3-21 ON THE NORTHWEST SIDE.  OWNERSHIP--THE CITY OF
 AH5860'PITTSBURG, KANSAS.  AIRPORT MANAGER IS MR.  GARY IORI, 5310 AIRPORT
 AH5860'DRIVE, PITTSBURG KS 66762, PHONE 316-231-5760.  TO REACH THE STATI0N
 AH5860'FROM THE JUNCTION OF U.S.  HWY 160, 69 AND 69 BUSINESS AND STATE HWY
 AH5860'57 NEAR THE NORTH END OF PITTSBURG, GO WEST ON HWYS 69, 160 AND 57 FOR
 AH5860'0.20 KM (0.10 MI) TO A Y-JUNCTION.  BEAR RIGHT, WEST ON ATKINSON AVE
 AH5860'FOR 2.2 KM (1.35 MI) TO A PAVED ROAD, AIRPORT DRIVE. TURN RIGHT, NORTH
 AH5860'AND CONTINUE FOR 0.3 KM (0.20 MI) TO THE AIRPORT OFFICE AND TERMINAL
 AH5860'ON THE LEFT AND A GATE ON THE RIGHT.  TURN RIGHT, EAST, PASSING
 AH5860'THROUGH THE GATE AND THEN LEFT, NORTH ACROSS THE APRON TO A TAXIWAY.
 AH5860'TURN LEFT ONTO THE TAXIWAY AND CONTINUE FOR 0.2 KM (0.10 MI) TO THE
 AH5860'INTERSECTION WITH RUNWAY 3-21.  TURN RIGHT, NORTHEAST ONTO THE RUNWAY
 AH5860'AND CONTINUE FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.  THE
 AH5860'STATION IS AN NGS BRASS HORIZONTAL CONTROL DISK SET INTO A DRILL HOLE
 AH5860'ON THE SOUTHEAST RIM OF A 2 FT (0.6 M) BY 3 FT (0.9 M) CONCRETE
 AH5860'DRAINAGE BASIN.  THE STATION IS 483 FT (147.2 M) SOUTHWEST OF THE
 AH5860'INTERSECTION OF RWY 16-34 AND 3-21, 96.5 FT (29.4 M) NORTHWEST OF THE
 AH5860'CENTERLINE OF RWY 3-21, AND 58 FT (17.7 M) SOUTHWEST OF A 2 FT (0.6 M)
 AH5860'BY 3 FT (0.9 M) CONCRETE DRAIN. NOTE---THIS STATION IS A SECONDARY
 AH5860'AIRPORT CONTROL STATION (SACS) FOR THIS AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1063 ***********************************************************************
 JF1063  CBN         -  This is a Cooperative Base Network Control Station.
 JF1063  DESIGNATION -  PUMP
 JF1063  PID         -  JF1063
 JF1063  STATE/COUNTY-  KS/SALINE
 JF1063  USGS QUAD   -  SALINA SW (1978)
 JF1063
 JF1063                         *CURRENT SURVEY CONTROL
 JF1063  ___________________________________________________________________
 JF1063* NAD 83(1997)-  38 47 28.85834(N)    097 38 27.59499(W)     ADJUSTED  
 JF1063* NAVD 88     -       382.372  (meters)    1254.50   (feet)  ADJUSTED  
 JF1063  ___________________________________________________________________
 JF1063  X           -    -661,922.568 (meters)                     COMP
 JF1063  Y           -  -4,933,945.107 (meters)                     COMP
 JF1063  Z           -   3,974,511.591 (meters)                     COMP
 JF1063  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 JF1063  ELLIP HEIGHT-         354.54  (meters)          (08/16/04) GPS OBS
 JF1063  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 JF1063  DYNAMIC HT  -         382.113 (meters)    1253.65  (feet)  COMP
 JF1063  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 JF1063
 JF1063  HORZ ORDER  -  B
 JF1063  VERT ORDER  -  SECOND    CLASS 0
 JF1063  ELLP ORDER  -  FOURTH    CLASS II
 JF1063
 JF1063.This mark is at Salina Municipal Airport (SLN)
 JF1063
 JF1063.The horizontal coordinates were established by GPS observations
 JF1063.and adjusted by the National Geodetic Survey in December 1997..
 JF1063
 JF1063.The orthometric height was determined by differential leveling
 JF1063.and adjusted by the National Geodetic Survey in June 1991..
 JF1063
 JF1063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF1063
 JF1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1063
 JF1063.The ellipsoidal height was determined by GPS observations
 JF1063.and is referenced to NAD 83.
 JF1063
 JF1063.The geoid height was determined by GEOID03.
 JF1063
 JF1063.The dynamic height is computed by dividing the NAVD 88
 JF1063.geopotential number by the normal gravity value computed on the
 JF1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1063.degrees latitude (g = 980.6199 gals.).
 JF1063
 JF1063.The modeled gravity was interpolated from observed gravity values.
 JF1063
 JF1063;                    North         East     Units Scale Factor Converg.
 JF1063;SPC KS N     -    50,906.479   431,189.698   MT  0.99998879   +0 13 37.7
 JF1063;UTM  14      - 4,294,499.833   618,025.555   MT  0.99977153   +0 51 05.4
 JF1063
 JF1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1063!SPC KS N     -   0.99994438  x   0.99998879  =   0.99993317
 JF1063!UTM  14      -   0.99994438  x   0.99977153  =   0.99971592
 JF1063
 JF1063|---------------------------------------------------------------------|
 JF1063| PID    Reference Object                     Distance      Geod. Az  |
 JF1063|                                                           dddmmss.s |
 JF1063| JF1064 SCHILLING                           342.195 METERS 31204     |
 JF1063| JF1247 550 M 1                              72.442 METERS 33823     |
 JF1063| JF1248 550 M Z 1                            84.545 METERS 35810     |
 JF1063|---------------------------------------------------------------------|
 JF1063
 JF1063                          SUPERSEDED SURVEY CONTROL
 JF1063
 JF1063  ELLIP H (12/22/97)  354.60   (m)                       GP(       ) 4 1
 JF1063  NAD 83(1986)-  38 47 28.86818(N)    097 38 27.59577(W) AD(       ) 3
 JF1063  NAVD 88 (12/22/97)  382.37   (m)         1254.5    (f) LEVELING    3  
 JF1063  NGVD 29 (??/??/92)  382.268  (m)         1254.16   (f) ADJ UNCH    2 0
 JF1063
 JF1063.Superseded values are not recommended for survey control.
 JF1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1063.See file dsdata.txt to determine how the superseded data were derived.
 JF1063
 JF1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH1802694500(NAD 83)
 JF1063_MARKER: DS = TRIANGULATION STATION DISK
 JF1063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF1063_SP_SET: CONCRETE PAD
 JF1063_STAMPING: PUMP 1960
 JF1063_MARK LOGO: CGS   
 JF1063_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1063+STABILITY: SURFACE MOTION
 JF1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF1063+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 JF1063
 JF1063  HISTORY     - Date     Condition        Report By
 JF1063  HISTORY     - 1960     MONUMENTED       CGS
 JF1063  HISTORY     - 19970718 GOOD             NGS
 JF1063  HISTORY     - 20050412 GOOD             INDIV
 JF1063
 JF1063                          STATION DESCRIPTION
 JF1063
 JF1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JF1063'AT SCHILLING AFB.
 JF1063'222 FEET SOUTH FROM THE CENTER WALK-IN DOOR ON THE SOUTH SIDE
 JF1063'OF BUILDING NO. 606, 55 FEET NORTH NORTHWEST OF FUEL PUMPING
 JF1063'FACILITIES BUILDING NO. 605, 91 FEET EAST OF THE NORTH ONE
 JF1063'OF FOUR FUEL PUMPS, A TRIANGULATION STATION DISK CEMENTED IN A
 JF1063'DRILL HOLE IN THE WEST EDGE OF THE CONCRETE FOUNDATION OF AN
 JF1063'ELECTRIC SERVICE MANHOLE, FLUSH WITH THE GROUND.  NO REFERENCE
 JF1063'MARKS ESTABLISHED.
 JF1063
 JF1063                          STATION RECOVERY (1997)
 JF1063
 JF1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JF1063'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF SALINA, AT THE SALINA
 JF1063'MUNICIPAL AIRPORT, IN THE CENTRAL PART OF SECTION 34, T 14 S, R 3 W.
 JF1063'OWNERSHIP--RAYTHEON AIRCRAFT-SALINA DIVISION, 2656 SCANLAN AVE, SALINA
 JF1063'KS.  TO REACH THE STATION FROM THE CENTER OF THE CRAWFORD ST. OVERPASS
 JF1063'BRIDGE OVER INTERSTATE 135 (EXIT 92), GO EAST ON CRAWFORD ST. FOR 0.4
 JF1063'KM (0.25 MI) TO A STOP LIGHT AT THE INTERSECTION OF CENTENNIAL RD.
 JF1063'TURN RIGHT AND GO SOUTHERLY ON CENTENNIAL RD FOR 3.06 KM (1.90 MI) TO
 JF1063'THE STONE PILLAR MAIN ENTRANCE TO KANSAS STATE UNIVERSITY-SALINA ON
 JF1063'THE RIGHT.  CONTINUE SOUTH ON CENTENNIAL RD FOR 0.80 KM (0.50 MI) TO
 JF1063'THE JUNCTION OF LUCUS RD ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 JF1063'LUCUS RD FOR 0.24 KM (0.15 MI) TO A STOP SIGN AT THE INTERSECTION OF
 JF1063'SCANLAN AVE.  TURN LEFT AND GO SOUTH ON SCANLAN AVE FOR 0.08 KM (0.05
 JF1063'MI) TO THE RAYTHEON AIRCRAFT PLANT AND AN ENTRANCE ROAD LEADING WEST
 JF1063'TO PLANT SECURITY GUARD SHACK AND GATE G 2.  TURN RIGHT, GET
 JF1063'PERMISSION TO ENTER FROM SECURITY GUARD, AND FOLLOW PAVEMENT WEST FOR
 JF1063'0.4 KM (0.25 MI) TO THE STATION IN GRASSY AREA ON LEFT.  THE STATION
 JF1063'IS A STANDARD CGS DISK SET IN A DRILL HOLE IN THE WEST EDGE OF A 2.90
 JF1063'M (9.51 FT) BY 4.27 M (14.01 FT) CONCRETE PAD WITH TWO ELECTRIC
 JF1063'SERVICE METAL MANHOLE COVERS.  LOCATED 67.52 M (221.52 FT) SOUTH FROM
 JF1063'THE CENTER OF A WALK-IN DOOR ON THE SOUTH SIDE OF HANGER BUILDING NO
 JF1063'606, 35.36 M (116.01 FT) EAST FROM A NORTH-SOUTH CHAIN LINK FENCE AND
 JF1063'14.81 M (48.59 FT) SOUTH FROM THE SOUTH EDGE OF PAVEMENT.
 JF1063
 JF1063                          STATION RECOVERY (2005)
 JF1063
 JF1063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (NTS)
 JF1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0504 ***********************************************************************
 JH0504  DESIGNATION -  PUMP
 JH0504  PID         -  JH0504
 JH0504  STATE/COUNTY-  KS/WICHITA
 JH0504  USGS QUAD   -  CORONADO CEMETERY (1968)
 JH0504
 JH0504                         *CURRENT SURVEY CONTROL
 JH0504  ___________________________________________________________________
 JH0504* NAD 83(1997)-  38 37 00.87866(N)    101 22 05.11978(W)     ADJUSTED  
 JH0504* NAVD 88     -      1016.     (meters)    3333.     (feet)  SCALED    
 JH0504  ___________________________________________________________________
 JH0504  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 JH0504  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 JH0504
 JH0504  HORZ ORDER  -  SECOND
 JH0504
 JH0504.The horizontal coordinates were established by classical geodetic methods
 JH0504.and adjusted by the National Geodetic Survey in October 1998..
 JH0504
 JH0504.The orthometric height was scaled from a topographic map.
 JH0504
 JH0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0504
 JH0504.The geoid height was determined by GEOID03.
 JH0504
 JH0504;                    North         East     Units Scale Factor Converg.
 JH0504;SPC KS S     -   620,297.744   150,250.424   MT  1.00001032   -1 45 45.1
 JH0504;SPC KS N     -    36,934.697   106,730.284   MT  1.00001760   -2 07 51.7
 JH0504;UTM  14      - 4,276,926.102   293,828.790   MT  1.00012348   -1 28 42.5
 JH0504
 JH0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0504!SPC KS S     -   0.99984437  x   1.00001032  =   0.99985469
 JH0504!SPC KS N     -   0.99984437  x   1.00001760  =   0.99986196
 JH0504!UTM  14      -   0.99984437  x   1.00012348  =   0.99996783
 JH0504
 JH0504|---------------------------------------------------------------------|
 JH0504| PID    Reference Object                     Distance      Geod. Az  |
 JH0504|                                                           dddmmss.s |
 JH0504| CM9816 PUMP RM 2                            53.840 METERS 15838     |
 JH0504| JH0561 LEOTI COLLINGWOOD ELEV VENT         APPROX.14.6 KM 1755714.9 |
 JH0504| CM9815 PUMP RM 1                            22.535 METERS 35745     |
 JH0504|---------------------------------------------------------------------|
 JH0504
 JH0504                          SUPERSEDED SURVEY CONTROL
 JH0504
 JH0504  NAD 83(1986)-  38 37 00.87963(N)    101 22 05.11970(W) AD(       ) 2
 JH0504  NAD 27      -  38 37 00.82026(N)    101 22 03.53744(W) AD(       ) 2
 JH0504
 JH0504.Superseded values are not recommended for survey control.
 JH0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0504.See file dsdata.txt to determine how the superseded data were derived.
 JH0504
 JH0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH9382976926(NAD 83)
 JH0504_MARKER: DD = SURVEY DISK
 JH0504_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JH0504+WITH SETTING: INFORMATION.
 JH0504_SP_SET: PREFABRICATED CONCRETE POST
 JH0504
 JH0504  HISTORY     - Date     Condition        Report By
 JH0504  HISTORY     - 1967     MONUMENTED       USGS
 JH0504  HISTORY     - 1972     GOOD             NGS
 JH0504  HISTORY     - 1974     GOOD             NGS
 JH0504
 JH0504                          STATION DESCRIPTION
 JH0504
 JH0504'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JSA)
 JH0504'THE STATION IS LOCATED ABOUT 9.3 MI N. AND 0.5 MI W. OF LEOTI,
 JH0504'T. 16 S., R. 37 W., NEAR S. SIXTEENTH COR. BETWEEN SECS. 35
 JH0504'AND 36.
 JH0504'
 JH0504'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS.
 JH0504'96 AND 25 IN LEOTI, GO N. ON STATE HWY. 25, 9.6 MI TO THE STATION
 JH0504'ON THE LEFT.
 JH0504'
 JH0504'STATION MARK IS 30 FT W. OF CENTER OF HWY., 74 FT S. OF POWER
 JH0504'LINE POLE, 1.2 FT E. OF USGS WITNESS POST, STAMPED ET PUMP
 JH0504'1967.
 JH0504'
 JH0504'REFERENCE MARK NO. 1 IS N. OF STATION, 33 FT W. OF CENTER OF
 JH0504'HWY., 0.5 FT S. AND 2.2 FT E. OF POWER LINE POLE, STAMPED
 JH0504'PUMP NO. 1 1967.
 JH0504'
 JH0504'REFERENCE MARK NO. 2 IS SSE. OF STATION, 35 FT E. OF CENTER
 JH0504'OF HWY., 2 FT W. OF TELEPHONE POLE, STAMPED PUMP NO. 2 1967.
 JH0504'
 JH0504'AZIMUTH MARK IS LOCATED ABOUT 9.0 MI SSE. OF STATION, IN LEOTI.
 JH0504'CENTER OF VENTILATOR ON TOP OF COLLINGWOOD ELEVATOR.
 JH0504'
 JH0504'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 JH0504'ARE FLUSH WITH THE GROUND.  STANDARD TABLETS CRIMPED ON 1/2
 JH0504'IN. COPPER COATED RODS, CENTERED IN 6 IN. DIAMETER TILES 12 IN.
 JH0504'LONG FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.
 JH0504
 JH0504                          STATION RECOVERY (1972)
 JH0504
 JH0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 JH0504'STATION AND BOTH R.M.S WERE RECOVERED IN GOOD CONDITION AS
 JH0504'DESCRIBED.
 JH0504'
 JH0504'THE 1967 ROUTE DESCRIPTION WAS ADEQUATE.
 JH0504
 JH0504                          STATION RECOVERY (1974)
 JH0504
 JH0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JH0504'STATION AND BOTH RMS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JH0504'
 JH0504'THE 1967 ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0434 ***********************************************************************
 KH0434  DESIGNATION -  Q 101
 KH0434  PID         -  KH0434
 KH0434  STATE/COUNTY-  KS/SHERMAN
 KH0434  USGS QUAD   -  GOODLAND (1974)
 KH0434
 KH0434                         *CURRENT SURVEY CONTROL
 KH0434  ___________________________________________________________________
 KH0434* NAD 83(1986)-  39 20 49.     (N)    101 42 32.     (W)     SCALED    
 KH0434* NAVD 88     -      1123.719  (meters)    3686.73   (feet)  ADJUSTED  
 KH0434  ___________________________________________________________________
 KH0434  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 KH0434  DYNAMIC HT  -        1122.775 (meters)    3683.64  (feet)  COMP
 KH0434  MODELED GRAV-     979,748.6   (mgal)                       NAVD 88
 KH0434
 KH0434  VERT ORDER  -  SECOND    CLASS 0
 KH0434
 KH0434.The horizontal coordinates were scaled from a topographic map and have
 KH0434.an estimated accuracy of +/- 6 seconds.
 KH0434
 KH0434.The orthometric height was determined by differential leveling
 KH0434.and adjusted by the National Geodetic Survey in June 1991..
 KH0434
 KH0434.The geoid height was determined by GEOID03.
 KH0434
 KH0434.The dynamic height is computed by dividing the NAVD 88
 KH0434.geopotential number by the normal gravity value computed on the
 KH0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0434.degrees latitude (g = 980.6199 gals.).
 KH0434
 KH0434.The modeled gravity was interpolated from observed gravity values.
 KH0434
 KH0434;                    North         East    Units  Estimated Accuracy
 KH0434;SPC KS N     -   119,070.       80,390.      MT  (+/- 180 meters Scaled)
 KH0434
 KH0434                          SUPERSEDED SURVEY CONTROL
 KH0434
 KH0434  NGVD 29 (??/??/92) 1123.267  (m)         3685.25   (f) ADJ UNCH    2 0
 KH0434
 KH0434.Superseded values are not recommended for survey control.
 KH0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0434.See file dsdata.txt to determine how the superseded data were derived.
 KH0434
 KH0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ665587(NAD 83)
 KH0434_MARKER: DB = BENCH MARK DISK
 KH0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0434_STAMPING: Q 101 1935
 KH0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0434+STABILITY: SURFACE MOTION
 KH0434
 KH0434  HISTORY     - Date     Condition        Report By
 KH0434  HISTORY     - 1935     MONUMENTED       CGS
 KH0434  HISTORY     - 1940     GOOD             NGS
 KH0434  HISTORY     - 1967     GOOD             NGS
 KH0434
 KH0434                          STATION DESCRIPTION
 KH0434
 KH0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0434'IN GOODLAND.
 KH0434'BENCH MARK IS NEAR THE INTERSECTION OF TWELFTH STREET AND CLARK
 KH0434'STREET, AT THE RESIDENCE OF FRANK J. HORTON, OBSERVER IN CHARGE
 KH0434'OF THE WEATHER BUREAU GAGING STATION, IN THE SOUTHEAST CORNER
 KH0434'OF LAWN IN FRONT OF THE HOUSE, 100 FEET EAST OF CENTER LINE OF
 KH0434'CLARK STREET, 60.5 FEET SOUTHWEST OF CONCRETE BASE OF THE RAIN
 KH0434'GAGE, 38 FEET NORTH OF CENTER LINE OF TWELFTH STREET, 21 FEET
 KH0434'SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE.  A STD. DISK B M IN
 KH0434'A CAST-IN-PLACE CONCRETE POST PROJECTING 0.2 FOOT.  NO 4 X 4
 KH0434'INCH WOODEN POST SET--GAGING STATION SERVES AS LANDMARK.
 KH0434
 KH0434                          STATION RECOVERY (1967)
 KH0434
 KH0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KH0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0453 ***********************************************************************
 KE0453  DESIGNATION -  Q 106
 KE0453  PID         -  KE0453
 KE0453  STATE/COUNTY-  KS/DONIPHAN
 KE0453  USGS QUAD   -  WATHENA (1961)
 KE0453
 KE0453                         *CURRENT SURVEY CONTROL
 KE0453  ___________________________________________________________________
 KE0453* NAD 83(1986)-  39 45 33.     (N)    094 56 59.     (W)     SCALED    
 KE0453* NAVD 88     -       250.836  (meters)     822.95   (feet)  ADJUSTED  
 KE0453  ___________________________________________________________________
 KE0453  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KE0453  DYNAMIC HT  -         250.691 (meters)     822.48  (feet)  COMP
 KE0453  MODELED GRAV-     980,041.4   (mgal)                       NAVD 88
 KE0453
 KE0453  VERT ORDER  -  SECOND    CLASS 0
 KE0453
 KE0453.The horizontal coordinates were scaled from a topographic map and have
 KE0453.an estimated accuracy of +/- 6 seconds.
 KE0453
 KE0453.The orthometric height was determined by differential leveling
 KE0453.and adjusted by the National Geodetic Survey in June 1991..
 KE0453
 KE0453.The geoid height was determined by GEOID03.
 KE0453
 KE0453.The dynamic height is computed by dividing the NAVD 88
 KE0453.geopotential number by the normal gravity value computed on the
 KE0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0453.degrees latitude (g = 980.6199 gals.).
 KE0453
 KE0453.The modeled gravity was interpolated from observed gravity values.
 KE0453
 KE0453;                    North         East    Units  Estimated Accuracy
 KE0453;SPC KS N     -   162,690.      661,340.      MT  (+/- 180 meters Scaled)
 KE0453
 KE0453                          SUPERSEDED SURVEY CONTROL
 KE0453
 KE0453  NGVD 29 (??/??/92)  250.724  (m)          822.58   (f) ADJ UNCH    2 0
 KE0453
 KE0453.Superseded values are not recommended for survey control.
 KE0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0453.See file dsdata.txt to determine how the superseded data were derived.
 KE0453
 KE0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE329028(NAD 83)
 KE0453_MARKER: DB = BENCH MARK DISK
 KE0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0453_STAMPING: Q 106 1934
 KE0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0453+STABILITY: SURFACE MOTION
 KE0453
 KE0453  HISTORY     - Date     Condition        Report By
 KE0453  HISTORY     - 1934     MONUMENTED       CGS
 KE0453  HISTORY     - 1954     GOOD             NGS
 KE0453
 KE0453                          STATION DESCRIPTION
 KE0453
 KE0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KE0453'4.3 MI W FROM ELWOOD.
 KE0453'4.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0453'RAILROAD FROM THE STATION AT ELWOOD, DONIPHAN COUNTY, AT WATHENA,
 KE0453'92 FEET WEST OF THE WEST CORNER OF THE STATION, AT THE CROSSING
 KE0453'OF COURT STREET, 57 FEET NORTH OF THE NORTH CURB OF THE STREET,
 KE0453'51 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 56 FEET SOUTH
 KE0453'OF A CROSSING-WARNING SIGN, 61 FEET NORTHEAST OF A FIRE PLUG,
 KE0453'AND 26 FEET NORTHWEST OF A LARGE OAK TREE.  A STANDARD DISK,
 KE0453'STAMPED Q 106 1934 AND SET IN THE TOP OF A CONCRETE POST
 KE0453'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0454 ***********************************************************************
 KE0454  DESIGNATION -  Q 106 RESET
 KE0454  PID         -  KE0454
 KE0454  STATE/COUNTY-  KS/DONIPHAN
 KE0454  USGS QUAD   -  WATHENA (1961)
 KE0454
 KE0454                         *CURRENT SURVEY CONTROL
 KE0454  ___________________________________________________________________
 KE0454* NAD 83(1986)-  39 45 33.     (N)    094 57 00.     (W)     SCALED    
 KE0454* NAVD 88     -       252.01   (meters)     826.8    (feet)  RESET     
 KE0454  ___________________________________________________________________
 KE0454  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 KE0454
 KE0454  VERT ORDER  -  THIRD
 KE0454
 KE0454.The horizontal coordinates were scaled from a topographic map and have
 KE0454.an estimated accuracy of +/- 6 seconds.
 KE0454
 KE0454.The orthometric height was computed from unverified reset data.
 KE0454
 KE0454.The geoid height was determined by GEOID03.
 KE0454
 KE0454;                    North         East    Units  Estimated Accuracy
 KE0454;SPC KS N     -   162,690.      661,310.      MT  (+/- 180 meters Scaled)
 KE0454
 KE0454                          SUPERSEDED SURVEY CONTROL
 KE0454
 KE0454.No superseded survey control is available for this station.
 KE0454
 KE0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE329028(NAD 83)
 KE0454_MARKER: DB = BENCH MARK DISK
 KE0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0454_SP_SET: STEP
 KE0454_STAMPING: Q 106 RESET 1967
 KE0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0454
 KE0454  HISTORY     - Date     Condition        Report By
 KE0454  HISTORY     - 1967     MONUMENTED       CGS
 KE0454  HISTORY     - 20050402 MARK NOT FOUND   GEOCAC
 KE0454
 KE0454                          STATION DESCRIPTION
 KE0454
 KE0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KE0454'AT WATHENA.
 KE0454'LOCATED 0.15 MILE WEST ALONG ST. JOSEPH STREET FROM THE POST
 KE0454'OFFICE AT WATHENA, IN THE NORTHWEST ANGLE ON THE INTERSECTION
 KE0454'OF COURT STREET AND FIFTH STREET, AT THE EAST SIDE OF HOUSE
 KE0454'NO. 108, 150 FEET SOUTHWEST OF A RAILROAD CROSSING, 92 FEET
 KE0454'NORTH OF THE CENTER OF COURT STREET, 19 FEET WEST OF THE CENTER
 KE0454'OF FIFTH STREET, 2.9 FEET EAST OF EAST EDGE OF A SIDEWALK,
 KE0454'AND IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH RETAINING
 KE0454'WALL OF STEP LEADING TO THE BACK ENTRANCE HOUSE.  NOTE-- A NEW
 KE0454'BRIDGE IS BEING CONSTRUCTED ABOUT 200 FEET EAST OF THE MARK.
 KE0454
 KE0454                          STATION RECOVERY (2005)
 KE0454
 KE0454'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0454'DISK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0934 ***********************************************************************
 KE0934  DESIGNATION -  Q 107
 KE0934  PID         -  KE0934
 KE0934  STATE/COUNTY-  KS/BROWN
 KE0934  USGS QUAD   -  RESERVE (1960)
 KE0934
 KE0934                         *CURRENT SURVEY CONTROL
 KE0934  ___________________________________________________________________
 KE0934* NAD 83(1986)-  39 58 37.     (N)    095 33 43.     (W)     SCALED    
 KE0934* NAVD 88     -       276.942  (meters)     908.60   (feet)  ADJUSTED  
 KE0934  ___________________________________________________________________
 KE0934  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 KE0934  DYNAMIC HT  -         276.786 (meters)     908.09  (feet)  COMP
 KE0934  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 KE0934
 KE0934  VERT ORDER  -  SECOND    CLASS 0
 KE0934
 KE0934.The horizontal coordinates were scaled from a topographic map and have
 KE0934.an estimated accuracy of +/- 6 seconds.
 KE0934
 KE0934.The orthometric height was determined by differential leveling
 KE0934.and adjusted by the National Geodetic Survey in June 1991..
 KE0934
 KE0934.The geoid height was determined by GEOID03.
 KE0934
 KE0934.The dynamic height is computed by dividing the NAVD 88
 KE0934.geopotential number by the normal gravity value computed on the
 KE0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0934.degrees latitude (g = 980.6199 gals.).
 KE0934
 KE0934.The modeled gravity was interpolated from observed gravity values.
 KE0934
 KE0934;                    North         East    Units  Estimated Accuracy
 KE0934;SPC KS N     -   185,270.      608,250.      MT  (+/- 180 meters Scaled)
 KE0934
 KE0934                          SUPERSEDED SURVEY CONTROL
 KE0934
 KE0934  NGVD 29 (??/??/92)  276.862  (m)          908.34   (f) ADJ UNCH    2 0
 KE0934
 KE0934.Superseded values are not recommended for survey control.
 KE0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0934.See file dsdata.txt to determine how the superseded data were derived.
 KE0934
 KE0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE812283(NAD 83)
 KE0934_MARKER: DB = BENCH MARK DISK
 KE0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0934_SP_SET: CONCRETE FOOTING
 KE0934_STAMPING: Q 107 1934
 KE0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0934
 KE0934  HISTORY     - Date     Condition        Report By
 KE0934  HISTORY     - 1934     MONUMENTED       CGS
 KE0934  HISTORY     - 1950     GOOD             NGS
 KE0934
 KE0934                          STATION DESCRIPTION
 KE0934
 KE0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0934'AT RESERVE.
 KE0934'AT RESERVE, BROWN COUNTY, AT THE MISSOURI PACIFIC RAILROAD
 KE0934'STATION, IN FRONT OF THE TICKET WINDOW, AND IN THE CONCRETE
 KE0934'FOOTING OF A SEMAPHORE.  A STANDARD DISK, STAMPED Q 107 1934.
 KE0934
 KE0934                          STATION RECOVERY (1950)
 KE0934
 KE0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0968 ***********************************************************************
 KE0968  DESIGNATION -  Q 108
 KE0968  PID         -  KE0968
 KE0968  STATE/COUNTY-  KS/BROWN
 KE0968  USGS QUAD   -  RESERVE (1960)
 KE0968
 KE0968                         *CURRENT SURVEY CONTROL
 KE0968  ___________________________________________________________________
 KE0968* NAD 83(1986)-  39 54 23.     (N)    095 34 54.     (W)     SCALED    
 KE0968* NAVD 88     -       292.723  (meters)     960.38   (feet)  ADJUSTED  
 KE0968  ___________________________________________________________________
 KE0968  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 KE0968  DYNAMIC HT  -         292.557 (meters)     959.83  (feet)  COMP
 KE0968  MODELED GRAV-     980,051.4   (mgal)                       NAVD 88
 KE0968
 KE0968  VERT ORDER  -  SECOND    CLASS 0
 KE0968
 KE0968.The horizontal coordinates were scaled from a topographic map and have
 KE0968.an estimated accuracy of +/- 6 seconds.
 KE0968
 KE0968.The orthometric height was determined by differential leveling
 KE0968.and adjusted by the National Geodetic Survey in June 1991..
 KE0968
 KE0968.The geoid height was determined by GEOID03.
 KE0968
 KE0968.The dynamic height is computed by dividing the NAVD 88
 KE0968.geopotential number by the normal gravity value computed on the
 KE0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0968.degrees latitude (g = 980.6199 gals.).
 KE0968
 KE0968.The modeled gravity was interpolated from observed gravity values.
 KE0968
 KE0968;                    North         East    Units  Estimated Accuracy
 KE0968;SPC KS N     -   177,400.      606,770.      MT  (+/- 180 meters Scaled)
 KE0968
 KE0968                          SUPERSEDED SURVEY CONTROL
 KE0968
 KE0968  NGVD 29 (??/??/92)  292.628  (m)          960.06   (f) ADJ UNCH    2 0
 KE0968
 KE0968.Superseded values are not recommended for survey control.
 KE0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0968.See file dsdata.txt to determine how the superseded data were derived.
 KE0968
 KE0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE793205(NAD 83)
 KE0968_MARKER: DB = BENCH MARK DISK
 KE0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0968_STAMPING: Q 108 1934
 KE0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0968+STABILITY: SURFACE MOTION
 KE0968
 KE0968  HISTORY     - Date     Condition        Report By
 KE0968  HISTORY     - 1934     MONUMENTED       CGS
 KE0968  HISTORY     - 1950     GOOD             NGS
 KE0968
 KE0968                          STATION DESCRIPTION
 KE0968
 KE0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0968'5.2 MI NW FROM HIAWATHA.
 KE0968'5.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KE0968'COURTHOUSE AT HIAWATHA, BROWN COUNTY, 8 RAILS EAST OF THE CENTER
 KE0968'OF RAILROAD BRIDGE 47.50 UNDER WHICH A ROAD PASSES, 45 FEET
 KE0968'SOUTH OF THE SOUTH RAIL, OPPOSITE A HAND-CAR PLATFORM, AND 2 FEET
 KE0968'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED Q 108
 KE0968'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 KE0968'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0019 ***********************************************************************
 KF0019  DESIGNATION -  Q 109
 KF0019  PID         -  KF0019
 KF0019  STATE/COUNTY-  KS/NEMAHA
 KF0019  USGS QUAD   -  SENECA (1966)
 KF0019
 KF0019                         *CURRENT SURVEY CONTROL
 KF0019  ___________________________________________________________________
 KF0019* NAD 83(1986)-  39 49 59.     (N)    096 06 28.     (W)     SCALED    
 KF0019* NAVD 88     -       372.176  (meters)    1221.05   (feet)  ADJUSTED  
 KF0019  ___________________________________________________________________
 KF0019  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 KF0019  DYNAMIC HT  -         371.958 (meters)    1220.33  (feet)  COMP
 KF0019  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 KF0019
 KF0019  VERT ORDER  -  SECOND    CLASS 0
 KF0019
 KF0019.The horizontal coordinates were scaled from a topographic map and have
 KF0019.an estimated accuracy of +/- 6 seconds.
 KF0019
 KF0019.The orthometric height was determined by differential leveling
 KF0019.and adjusted by the National Geodetic Survey in June 1991..
 KF0019
 KF0019.The geoid height was determined by GEOID03.
 KF0019
 KF0019.The dynamic height is computed by dividing the NAVD 88
 KF0019.geopotential number by the normal gravity value computed on the
 KF0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0019.degrees latitude (g = 980.6199 gals.).
 KF0019
 KF0019.The modeled gravity was interpolated from observed gravity values.
 KF0019
 KF0019;                    North         East    Units  Estimated Accuracy
 KF0019;SPC KS N     -   168,190.      561,970.      MT  (+/- 180 meters Scaled)
 KF0019
 KF0019                          SUPERSEDED SURVEY CONTROL
 KF0019
 KF0019  NGVD 29 (??/??/92)  372.067  (m)         1220.69   (f) ADJ UNCH    2 0
 KF0019
 KF0019.Superseded values are not recommended for survey control.
 KF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0019.See file dsdata.txt to determine how the superseded data were derived.
 KF0019
 KF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQK474132(NAD 83)
 KF0019_MARKER: DB = BENCH MARK DISK
 KF0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0019_STAMPING: Q 109 1934
 KF0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0019+STABILITY: SURFACE MOTION
 KF0019
 KF0019  HISTORY     - Date     Condition        Report By
 KF0019  HISTORY     - 1934     MONUMENTED       CGS
 KF0019  HISTORY     - 1950     GOOD             NGS
 KF0019
 KF0019                          STATION DESCRIPTION
 KF0019
 KF0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KF0019'2.1 MI W FROM SENECA.
 KF0019'2.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0019'AT SENECA, NEMAHA COUNTY, 3-1/2 POLES WEST OF THE
 KF0019'ONE-MILE-TO-YARD-LIMIT SIGN, AT THE CROSSING OF A TRACK ROAD,
 KF0019'44 FEET NORTH OF THE NORTH RAIL, 44 FEET EAST OF THE CENTER LINE
 KF0019'OF THE TRACK ROAD, 20 FEET EAST OF A FENCE CORNER, 6 FEET
 KF0019'WEST-SOUTHWEST OF A CONCRETE GATEPOST IN THE RIGHT-OF-WAY
 KF0019'FENCE, AND 3 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 KF0019'Q 109 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 KF0019'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0389 ***********************************************************************
 KG0389  DESIGNATION -  Q 11
 KG0389  PID         -  KG0389
 KG0389  STATE/COUNTY-  KS/NORTON
 KG0389  USGS QUAD   -  LENORA EAST (1978)
 KG0389
 KG0389                         *CURRENT SURVEY CONTROL
 KG0389  ___________________________________________________________________
 KG0389* NAD 83(1986)-  39 36 14.     (N)    099 53 24.     (W)     SCALED    
 KG0389* NAVD 88     -       682.712  (meters)    2239.86   (feet)  ADJUSTED  
 KG0389  ___________________________________________________________________
 KG0389  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 KG0389  DYNAMIC HT  -         682.240 (meters)    2238.32  (feet)  COMP
 KG0389  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 KG0389
 KG0389  VERT ORDER  -  FIRST     CLASS II
 KG0389
 KG0389.The horizontal coordinates were scaled from a topographic map and have
 KG0389.an estimated accuracy of +/- 6 seconds.
 KG0389
 KG0389.The orthometric height was determined by differential leveling
 KG0389.and adjusted by the National Geodetic Survey in June 1991..
 KG0389
 KG0389.The geoid height was determined by GEOID03.
 KG0389
 KG0389.The dynamic height is computed by dividing the NAVD 88
 KG0389.geopotential number by the normal gravity value computed on the
 KG0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0389.degrees latitude (g = 980.6199 gals.).
 KG0389
 KG0389.The modeled gravity was interpolated from observed gravity values.
 KG0389
 KG0389;                    North         East    Units  Estimated Accuracy
 KG0389;SPC KS N     -   142,740.      237,690.      MT  (+/- 180 meters Scaled)
 KG0389
 KG0389                          SUPERSEDED SURVEY CONTROL
 KG0389
 KG0389  NGVD 29 (02/14/92)  682.435  (m)         2238.96   (f) ADJUSTED    1 2
 KG0389
 KG0389.Superseded values are not recommended for survey control.
 KG0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0389.See file dsdata.txt to determine how the superseded data were derived.
 KG0389
 KG0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ235841(NAD 83)
 KG0389_MARKER: DB = BENCH MARK DISK
 KG0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0389_SP_SET: CONCRETE POST
 KG0389_STAMPING: Q 11 1933
 KG0389_MARK LOGO: CGS   
 KG0389_PROJECTION: PROJECTING 5 CENTIMETERS
 KG0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0389+STABILITY: SURFACE MOTION
 KG0389
 KG0389  HISTORY     - Date     Condition        Report By
 KG0389  HISTORY     - 1933     MONUMENTED       CGS
 KG0389  HISTORY     - 1941     GOOD             NGS
 KG0389  HISTORY     - 1986     GOOD             NGS
 KG0389
 KG0389                          STATION DESCRIPTION
 KG0389
 KG0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KG0389'15.5 MI S FROM NORTON.
 KG0389'15.5 MILES SOUTH ALONG OLD STATE HIGHWAY 21 (NOW U.S. HIGHWAY
 KG0389'283) FROM THE COUNTY COURTHOUSE AT NORTON, 0.4 MILE SOUTH OF
 KG0389'A BRIDGE OVER NORTH FORK RIVER, ON A SIDE-HILL FLAT, AND 25 FEET
 KG0389'WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KG0389'Q 11 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 KG0389'INCHES ABOVE GROUND.
 KG0389
 KG0389                          STATION RECOVERY (1941)
 KG0389
 KG0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KG0389'RECOVERED IN GOOD CONDITION.
 KG0389
 KG0389                          STATION RECOVERY (1986)
 KG0389
 KG0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0389'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  23.4 KM (14.6
 KG0389'MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US HIGHWAYS 6 AND
 KG0389'34 AT NORTON, THENCE 2.3 KM (1.45 MI) SOUTH ALONG A DIRT ROAD, 0.22 KM
 KG0389'(0.14 MI) SOUTH OF A FARM HOUSE, 8.1 METERS (26.5 FT) WEST OF THE
 KG0389'CENTER OF THE ROAD, 14.6 METERS (48 FT) SOUTH OF THE SOUTH END OF A
 KG0389'WIRE GATE, 11.7 METERS (38.5 FT) NORTH OF A POWER POLE AND 0.3 METER
 KG0389'(1 FT) EAST OF A FENCE.
 KG0389'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KG0389'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0306 ***********************************************************************
 KF0306  FBN         -  This is a Federal Base Network Control Station.
 KF0306  DESIGNATION -  Q 112
 KF0306  PID         -  KF0306
 KF0306  STATE/COUNTY-  KS/WASHINGTON
 KF0306  USGS QUAD   -  GREENLEAF (1983)
 KF0306
 KF0306                         *CURRENT SURVEY CONTROL
 KF0306  ___________________________________________________________________
 KF0306* NAD 83(1997)-  39 42 56.21666(N)    096 55 08.88271(W)     ADJUSTED  
 KF0306* NAVD 88     -       416.016  (meters)    1364.88   (feet)  ADJUSTED  
 KF0306  ___________________________________________________________________
 KF0306  X           -    -591,890.377 (meters)                     COMP
 KF0306  Y           -  -4,877,460.832 (meters)                     COMP
 KF0306  Z           -   4,053,995.423 (meters)                     COMP
 KF0306  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 KF0306  ELLIP HEIGHT-         388.95  (meters)          (08/12/03) GPS OBS
 KF0306  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 KF0306  DYNAMIC HT  -         415.789 (meters)    1364.13  (feet)  COMP
 KF0306  MODELED GRAV-     980,066.4   (mgal)                       NAVD 88
 KF0306
 KF0306  HORZ ORDER  -  FIRST
 KF0306  VERT ORDER  -  SECOND    CLASS 0
 KF0306  ELLP ORDER  -  FOURTH    CLASS I
 KF0306
 KF0306.The horizontal coordinates were established by GPS observations
 KF0306.and adjusted by the National Geodetic Survey in August 2003..
 KF0306
 KF0306.The orthometric height was determined by differential leveling
 KF0306.and adjusted by the National Geodetic Survey in June 1991..
 KF0306
 KF0306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KF0306
 KF0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0306
 KF0306.The ellipsoidal height was determined by GPS observations
 KF0306.and is referenced to NAD 83.
 KF0306
 KF0306.The geoid height was determined by GEOID03.
 KF0306
 KF0306.The dynamic height is computed by dividing the NAVD 88
 KF0306.geopotential number by the normal gravity value computed on the
 KF0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0306.degrees latitude (g = 980.6199 gals.).
 KF0306
 KF0306.The modeled gravity was interpolated from observed gravity values.
 KF0306
 KF0306;                    North         East     Units Scale Factor Converg.
 KF0306;SPC KS N     -   154,006.777   492,677.908   MT  0.99998971   +0 41 02.0
 KF0306;UTM  14      - 4,398,264.214   678,364.016   MT  0.99999169   +1 19 47.9
 KF0306
 KF0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0306!SPC KS N     -   0.99993898  x   0.99998971  =   0.99992869
 KF0306!UTM  14      -   0.99993898  x   0.99999169  =   0.99993067
 KF0306
 KF0306                          SUPERSEDED SURVEY CONTROL
 KF0306
 KF0306  NAD 83(1997)-  39 42 56.21842(N)    096 55 08.88166(W) AD(       ) 3
 KF0306  ELLIP H (10/02/98)  389.04   (m)                       GP(       ) 4 1
 KF0306  NAD 83(1997)-  39 42 56.21861(N)    096 55 08.88157(W) AD(       ) 3
 KF0306  NAD 83(1986)-  39 42 56.22437(N)    096 55 08.87916(W) AD(       ) 3
 KF0306  NAVD 88 (08/12/03)  416.02   (m)         1364.9    (f) LEVELING    3  
 KF0306  NGVD 29 (??/??/92)  415.912  (m)         1364.54   (f) ADJ UNCH    2 0
 KF0306
 KF0306.Superseded values are not recommended for survey control.
 KF0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0306.See file dsdata.txt to determine how the superseded data were derived.
 KF0306
 KF0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ7836498264(NAD 83)
 KF0306_MARKER: DB = BENCH MARK DISK
 KF0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0306_SP_SET: CONCRETE POST
 KF0306_STAMPING: Q 112 1934
 KF0306_MARK LOGO: CGS+SS
 KF0306_MAGNETIC: N = NO MAGNETIC MATERIAL
 KF0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0306+STABILITY: SURFACE MOTION
 KF0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KF0306+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 KF0306
 KF0306  HISTORY     - Date     Condition        Report By
 KF0306  HISTORY     - 1934     MONUMENTED       KSGS
 KF0306  HISTORY     - 1965     GOOD             NGS
 KF0306  HISTORY     - 19890620 GOOD             NGS
 KF0306  HISTORY     - 20020715 GOOD             NGS
 KF0306  HISTORY     - 20050330 GOOD             USGS
 KF0306
 KF0306                          STATION DESCRIPTION
 KF0306
 KF0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0306'2.4 MI W FROM BARNES.
 KF0306'2.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KF0306'STATION AT BARNES, AT A ROAD CROSSING.  66 FEET EAST OF THE
 KF0306'FIRST POLE EAST OF MILEPOST 440+10, 42 FEET SOUTH OF THE SOUTH
 KF0306'RAIL, 33 FEET WEST OF CENTER LINE OF THE ROAD, 10 FEET NORTHWEST
 KF0306'OF RIGHT-OF-WAY FENCE CORNER, 4 FEET NORTH OF THE FENCE AND 1
 KF0306'FOOT WEST OF A METAL WITNESS POST AND SIGN.  A STATE SURVEY DISK,
 KF0306'STAMPED Q 112 1934, IN THE TOP OF A CONCRETE POST PROJECTING
 KF0306'5 INCHES.
 KF0306
 KF0306                          STATION RECOVERY (1989)
 KF0306
 KF0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KF0306'THE STATION IS LOCATED ABOUT 5 KM (3.10 MI) EAST-SOUTHEAST OF
 KF0306'GREENLEAF, 4 KM (2.50 MI) WEST OF BARNES, AT THE JUNCTION OF A
 KF0306'RAILROAD TRACK AND A DIRT ROAD, IN HIGH WEEDS, ON RAILROAD
 KF0306'RIGHT-OF-WAY, ON THE EAST EDGE OF SECTION 12, T 4 S, R 4 E.
 KF0306'OWNERSHIP--MISSOURI PACIFIC RAILROAD.
 KF0306'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 148,
 KF0306'JUST EAST OF BARNES, GO WEST ON HIGHWAY 9 FOR 4.95 KM (3.10 MI) TO A
 KF0306'DIRT CROSSROAD, JUST PAST MILEPOST 214.  TURN RIGHT AND GO NORTH FOR
 KF0306'0.45 KM (0.30 MI) TO THE RAIL CROSSING AND THE STATION ON THE LEFT.
 KF0306'THE STATION IS A CGS DISK SET IN THE TOP OF A 15 CM SQUARE CONCRETE
 KF0306'POST PROJECTING 10 CM.  LOCATED 12.9 M (42.3 FT) SOUTH OF THE SOUTH
 KF0306'RAIL OF TRACK, 10.3 M (33.8 FT) WEST OF THE ROAD CENTER, 2.8 M
 KF0306'(9.2 FT) NORTHWEST OF AN OLD FENCE CORNER POST, 1.4 M (4.6 FT) NORTH
 KF0306'OF A WIRE FENCE AND 0.2 M (0.7 FT) WEST OF A METAL WITNESS POST.
 KF0306'DESCRIBED BY G.R. HEID, TYPED BY HJS.
 KF0306
 KF0306                          STATION RECOVERY (2002)
 KF0306
 KF0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (GMR)
 KF0306'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI) EAST-SOUTHEAST OF
 KF0306'GREENLEAF, 4.0 KM (2.5 MI)
 KF0306'WEST OF BARNES, AT THE REMAINS OF AN ABANDONED RAILROAD CROSSING, AND
 KF0306'ON THE EAST
 KF0306'EDGE OF SECTION 12, T 4 S, R 4 E.  OWNERSHIP--COUNTY ROAD
 KF0306'RIGHT-OF-WAY.
 KF0306' 
 KF0306'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 148,
 KF0306'JUST EAST OF
 KF0306'BARNES, GO WEST ON STATE HIGHWAY 9 FOR 4.99 KM (3.1 MI) TO A DIRT
 KF0306'CROSSROAD (XAVIER), JUST
 KF0306'PAST MILEPOST 214.  TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR 0.48
 KF0306'KM (0.3 MI)  TO THE
 KF0306'REMAINS OF AN ABANDONED RAILROAD CROSSING AND THE STATION ON THE LEFT.
 KF0306'THE STATION IS A STANDARD CGS BENCH MARK DISK SET IN THE TOP OF A 15
 KF0306'CM SQUARE CONCRETE
 KF0306'MONUMENT PROJECTING 10 CM ABOVE GROUND.  IT IS 13.72 M (45.0 FT) SOUTH
 KF0306'FROM THE CENTER OF
 KF0306'THE REMAINS OF THE ABANDONED RAILROAD BED, 10.21 M (33.5 FT) WEST FROM
 KF0306'THE CENTER OF THE
 KF0306'DIRT ROAD, 2.74 M (9.0 FT) NORTHWEST FROM AN OLD FENCE CORNER POST,
 KF0306'1.37 M (4.5 FT) NORTH
 KF0306'FROM A FENCE, AND O.21 M (0.8 FT) WEST FROM A METAL WITNESS POST.
 KF0306' 
 KF0306' 
 KF0306' 
 KF0306' 
 KF0306' 
 KF0306'
 KF0306
 KF0306                          STATION RECOVERY (2005)
 KF0306
 KF0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (SES)
 KF0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0373 ***********************************************************************
 KF0373  DESIGNATION -  Q 113
 KF0373  PID         -  KF0373
 KF0373  STATE/COUNTY-  KS/WASHINGTON
 KF0373  USGS QUAD   -  LINN (1968)
 KF0373
 KF0373                         *CURRENT SURVEY CONTROL
 KF0373  ___________________________________________________________________
 KF0373* NAD 83(1986)-  39 40 45.     (N)    097 05 15.     (W)     SCALED    
 KF0373* NAVD 88     -       443.919  (meters)    1456.42   (feet)  ADJUSTED  
 KF0373  ___________________________________________________________________
 KF0373  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 KF0373  DYNAMIC HT  -         443.670 (meters)    1455.61  (feet)  COMP
 KF0373  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 KF0373
 KF0373  VERT ORDER  -  SECOND    CLASS 0
 KF0373
 KF0373.The horizontal coordinates were scaled from a topographic map and have
 KF0373.an estimated accuracy of +/- 6 seconds.
 KF0373
 KF0373.The orthometric height was determined by differential leveling
 KF0373.and adjusted by the National Geodetic Survey in June 1991..
 KF0373
 KF0373.The geoid height was determined by GEOID03.
 KF0373
 KF0373.The dynamic height is computed by dividing the NAVD 88
 KF0373.geopotential number by the normal gravity value computed on the
 KF0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0373.degrees latitude (g = 980.6199 gals.).
 KF0373
 KF0373.The modeled gravity was interpolated from observed gravity values.
 KF0373
 KF0373;                    North         East    Units  Estimated Accuracy
 KF0373;SPC KS N     -   149,800.      478,280.      MT  (+/- 180 meters Scaled)
 KF0373
 KF0373                          SUPERSEDED SURVEY CONTROL
 KF0373
 KF0373  NGVD 29 (??/??/92)  443.801  (m)         1456.04   (f) ADJ UNCH    2 0
 KF0373
 KF0373.Superseded values are not recommended for survey control.
 KF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0373.See file dsdata.txt to determine how the superseded data were derived.
 KF0373
 KF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ640938(NAD 83)
 KF0373_MARKER: DB = BENCH MARK DISK
 KF0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0373_STAMPING: Q 113 1934
 KF0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0373+STABILITY: SURFACE MOTION
 KF0373
 KF0373  HISTORY     - Date     Condition        Report By
 KF0373  HISTORY     - 1934     MONUMENTED       CGS
 KF0373  HISTORY     - 1965     MARK NOT FOUND   NGS
 KF0373  HISTORY     - 1968     MARK NOT FOUND   USGS
 KF0373
 KF0373                          STATION DESCRIPTION
 KF0373
 KF0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0373'AT LINN.
 KF0373'AT LINN, WASHINGTON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 KF0373'ONE RAIL WEST OF A ROAD CROSSING, 68 FEET NORTH OF THE CENTER
 KF0373'LINE OF THE TRACK, AND 12 FEET SOUTH OF THE CURB OF A STREET.
 KF0373'A STANDARD DISK, STAMPED, Q 113 1934, AND SET IN THE TOP OF A
 KF0373'CONCRETE POST.
 KF0373
 KF0373                          STATION RECOVERY (1968)
 KF0373
 KF0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KF0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0006 ***********************************************************************
 KF0006  DESIGNATION -  Q 114
 KF0006  PID         -  KF0006
 KF0006  STATE/COUNTY-  KS/MARSHALL
 KF0006  USGS QUAD   -  WHEATON (1983)
 KF0006
 KF0006                         *CURRENT SURVEY CONTROL
 KF0006  ___________________________________________________________________
 KF0006* NAD 83(1986)-  39 36 34.     (N)    096 17 52.     (W)     SCALED    
 KF0006* NAVD 88     -       379.019  (meters)    1243.50   (feet)  ADJUSTED  
 KF0006  ___________________________________________________________________
 KF0006  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 KF0006  DYNAMIC HT  -         378.782 (meters)    1242.72  (feet)  COMP
 KF0006  MODELED GRAV-     979,990.3   (mgal)                       NAVD 88
 KF0006
 KF0006  VERT ORDER  -  SECOND    CLASS 0
 KF0006
 KF0006.The horizontal coordinates were scaled from a topographic map and have
 KF0006.an estimated accuracy of +/- 6 seconds.
 KF0006
 KF0006.The orthometric height was determined by differential leveling
 KF0006.and adjusted by the National Geodetic Survey in June 1991..
 KF0006
 KF0006.The geoid height was determined by GEOID03.
 KF0006
 KF0006.The dynamic height is computed by dividing the NAVD 88
 KF0006.geopotential number by the normal gravity value computed on the
 KF0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0006.degrees latitude (g = 980.6199 gals.).
 KF0006
 KF0006.The modeled gravity was interpolated from observed gravity values.
 KF0006
 KF0006;                    North         East    Units  Estimated Accuracy
 KF0006;SPC KS N     -   143,040.      546,170.      MT  (+/- 180 meters Scaled)
 KF0006
 KF0006                          SUPERSEDED SURVEY CONTROL
 KF0006
 KF0006  NGVD 29 (??/??/92)  378.882  (m)         1243.05   (f) ADJ UNCH    2 0
 KF0006
 KF0006.Superseded values are not recommended for survey control.
 KF0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0006.See file dsdata.txt to determine how the superseded data were derived.
 KF0006
 KF0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ319879(NAD 83)
 KF0006_MARKER: DB = BENCH MARK DISK
 KF0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0006_STAMPING: Q 114 1934
 KF0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0006+STABILITY: SURFACE MOTION
 KF0006
 KF0006  HISTORY     - Date     Condition        Report By
 KF0006  HISTORY     - 1934     MONUMENTED       CGS
 KF0006  HISTORY     - 1965     POOR             NGS
 KF0006  HISTORY     - 1981     GOOD             LOCENG
 KF0006
 KF0006                          STATION DESCRIPTION
 KF0006
 KF0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0006'AT LILLIS.
 KF0006'AT LILLIS, MARSHALL COUNTY, ON THE UNION PACIFIC RAILROAD, AT
 KF0006'THE SOUTH EDGE OF TOWN, AT A GRAVEL ROAD CROSSING, 120 FEET EAST
 KF0006'OF THE CENTER LINE OF THE TRACK, 40 FEET SOUTH OF THE CENTER
 KF0006'LINE OF THE ROAD, 17 FEET SOUTH OF A CONCRETE POST AT A FENCE
 KF0006'CORNER, 7 FEET NORTHWEST OF A POWER TRANSMISSION LINE POLE, AND 2
 KF0006'FEET WEST OF RAILROAD RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD
 KF0006'DISK, STAMPED Q 114 1934 AND SET IN THE TOP OF A CONCRETE POST
 KF0006'PROJECTING 10 INCHES ABOVE GROUND.
 KF0006
 KF0006                          STATION RECOVERY (1981)
 KF0006
 KF0006'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KF0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0781 ***********************************************************************
 KE0781  DESIGNATION -  Q 115
 KE0781  PID         -  KE0781
 KE0781  STATE/COUNTY-  KS/SHAWNEE
 KE0781  USGS QUAD   -  TOPEKA (1983)
 KE0781
 KE0781                         *CURRENT SURVEY CONTROL
 KE0781  ___________________________________________________________________
 KE0781* NAD 83(1986)-  39 05 20.     (N)    095 44 53.     (W)     SCALED    
 KE0781* NAVD 88     -       275.078  (meters)     902.49   (feet)  ADJUSTED  
 KE0781  ___________________________________________________________________
 KE0781  GEOID HEIGHT-         -31.15  (meters)                     GEOID03
 KE0781  DYNAMIC HT  -         274.900 (meters)     901.90  (feet)  COMP
 KE0781  MODELED GRAV-     979,974.6   (mgal)                       NAVD 88
 KE0781
 KE0781  VERT ORDER  -  FIRST     CLASS II
 KE0781
 KE0781.The horizontal coordinates were scaled from a topographic map and have
 KE0781.an estimated accuracy of +/- 6 seconds.
 KE0781
 KE0781.The orthometric height was determined by differential leveling
 KE0781.and adjusted by the National Geodetic Survey in June 1991..
 KE0781
 KE0781.The geoid height was determined by GEOID03.
 KE0781
 KE0781.The dynamic height is computed by dividing the NAVD 88
 KE0781.geopotential number by the normal gravity value computed on the
 KE0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0781.degrees latitude (g = 980.6199 gals.).
 KE0781
 KE0781.The modeled gravity was interpolated from observed gravity values.
 KE0781
 KE0781;                    North         East    Units  Estimated Accuracy
 KE0781;SPC KS N     -    86,300.      594,810.      MT  (+/- 180 meters Scaled)
 KE0781
 KE0781                          SUPERSEDED SURVEY CONTROL
 KE0781
 KE0781  NGVD 29 (??/??/92)  274.992  (m)          902.20   (f) ADJ UNCH    1 2
 KE0781
 KE0781.Superseded values are not recommended for survey control.
 KE0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0781.See file dsdata.txt to determine how the superseded data were derived.
 KE0781
 KE0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD623302(NAD 83)
 KE0781_MARKER: DD = SURVEY DISK
 KE0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0781_SP_SET: CONCRETE POST
 KE0781_STAMPING: Q 115 1934
 KE0781_MARK LOGO: KSGS  
 KE0781_PROJECTION: RECESSED 10 CENTIMETERS
 KE0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0781+STABILITY: SURFACE MOTION
 KE0781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0781+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 KE0781
 KE0781  HISTORY     - Date     Condition        Report By
 KE0781  HISTORY     - 1934     MONUMENTED       KSGS
 KE0781  HISTORY     - 1952     GOOD             NGS
 KE0781  HISTORY     - 1981     GOOD             LOCENG
 KE0781  HISTORY     - 1986     GOOD             NGS
 KE0781  HISTORY     - 20050302 GOOD             USPSQD
 KE0781
 KE0781                          STATION DESCRIPTION
 KE0781
 KE0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KE0781'4.6 MI W FROM TOPEKA.
 KE0781'ALONG THE UNION PACIFIC RAILROAD, NEAR THE GRAIN ELEVATOR AT
 KE0781'MENOKEN, 96 FEET SOUTH OF THE CENTER OF THE SOUTH TRACK, 27
 KE0781'FEET WEST OF THE CENTER OF GRAVEL ROAD, 16 FEET SOUTHEAST OF
 KE0781'A LONE MAPLE TREE, 6 FEET WEST OF THE END CONCRETE POST IN THE
 KE0781'RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE,
 KE0781'AND PROJECTS 1 INCH.
 KE0781
 KE0781                          STATION RECOVERY (1981)
 KE0781
 KE0781'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KE0781'RECOVERED IN GOOD CONDITION.
 KE0781
 KE0781                          STATION RECOVERY (1986)
 KE0781
 KE0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0781'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.4 KM (4.6
 KE0781'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KE0781'TOPEKA, 29.6 M (97.1 FT) SOUTH OF THE NEAR RAIL, 8.0 M (26.2 FT) WEST
 KE0781'OF THE CENTERLINE OF MENOKEN ROAD, 1.8 M (5.9 FT) NORTHWEST OF A
 KE0781'CONCRETE FENCE POST, AND 0.6 M (2.0 FT) NORTH OF A FENCE.
 KE0781'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KE0781'THE MARK IS 0.6 M ABOVE THE ROAD.
 KE0781
 KE0781                          STATION RECOVERY (2005)
 KE0781
 KE0781'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 KE0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0358 ***********************************************************************
 KF0358  DESIGNATION -  Q 116
 KF0358  PID         -  KF0358
 KF0358  STATE/COUNTY-  KS/WASHINGTON
 KF0358  USGS QUAD   -  CLIFTON (1965)
 KF0358
 KF0358                         *CURRENT SURVEY CONTROL
 KF0358  ___________________________________________________________________
 KF0358* NAD 83(1986)-  39 34 20.     (N)    097 18 44.     (W)     SCALED    
 KF0358* NAVD 88     -       388.740  (meters)    1275.39   (feet)  ADJUSTED  
 KF0358  ___________________________________________________________________
 KF0358  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 KF0358  DYNAMIC HT  -         388.511 (meters)    1274.64  (feet)  COMP
 KF0358  MODELED GRAV-     980,026.4   (mgal)                       NAVD 88
 KF0358
 KF0358  VERT ORDER  -  SECOND    CLASS 0
 KF0358
 KF0358.The horizontal coordinates were scaled from a topographic map and have
 KF0358.an estimated accuracy of +/- 6 seconds.
 KF0358
 KF0358.The orthometric height was determined by differential leveling
 KF0358.and adjusted by the National Geodetic Survey in June 1991..
 KF0358
 KF0358.The geoid height was determined by GEOID03.
 KF0358
 KF0358.The dynamic height is computed by dividing the NAVD 88
 KF0358.geopotential number by the normal gravity value computed on the
 KF0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0358.degrees latitude (g = 980.6199 gals.).
 KF0358
 KF0358.The modeled gravity was interpolated from observed gravity values.
 KF0358
 KF0358;                    North         East    Units  Estimated Accuracy
 KF0358;SPC KS N     -   137,760.      459,100.      MT  (+/- 180 meters Scaled)
 KF0358
 KF0358                          SUPERSEDED SURVEY CONTROL
 KF0358
 KF0358  NGVD 29 (??/??/92)  388.620  (m)         1275.00   (f) ADJ UNCH    2 0
 KF0358
 KF0358.Superseded values are not recommended for survey control.
 KF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0358.See file dsdata.txt to determine how the superseded data were derived.
 KF0358
 KF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ449816(NAD 83)
 KF0358_MARKER: DB = BENCH MARK DISK
 KF0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0358_STAMPING: Q-116 1934
 KF0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0358+STABILITY: SURFACE MOTION
 KF0358
 KF0358  HISTORY     - Date     Condition        Report By
 KF0358  HISTORY     - 1934     MONUMENTED       CGS
 KF0358
 KF0358                          STATION DESCRIPTION
 KF0358
 KF0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0358'1.1 MI W FROM VINING.
 KF0358'1.1 MILES WEST OF UNION PACIFIC STATION AT VINING.  ON UNION
 KF0358'PACIFIC RAILROAD 60 FEET EAST OF MILEPOST 51.  20 FEET NORTH
 KF0358'CENTER LINE OF TRACKS, AND 30 FEET EAST CENTER LINE OF A
 KF0358'CROSS ROAD.  3 POLES EAST OF A STEEL RAILROAD BRIDGE 51.07.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0221 ***********************************************************************
 KF0221  DESIGNATION -  Q 117
 KF0221  PID         -  KF0221
 KF0221  STATE/COUNTY-  KS/GEARY
 KF0221  USGS QUAD   -  MILFORD DAM (1982)
 KF0221
 KF0221                         *CURRENT SURVEY CONTROL
 KF0221  ___________________________________________________________________
 KF0221* NAD 83(1986)-  39 07 13.     (N)    096 55 14.     (W)     SCALED    
 KF0221* NAVD 88     -       336.413  (meters)    1103.71   (feet)  ADJUSTED  
 KF0221  ___________________________________________________________________
 KF0221  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 KF0221  DYNAMIC HT  -         336.181 (meters)    1102.95  (feet)  COMP
 KF0221  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 KF0221
 KF0221  VERT ORDER  -  SECOND    CLASS 0
 KF0221
 KF0221.The horizontal coordinates were scaled from a topographic map and have
 KF0221.an estimated accuracy of +/- 6 seconds.
 KF0221
 KF0221.The orthometric height was determined by differential leveling
 KF0221.and adjusted by the National Geodetic Survey in June 1991..
 KF0221
 KF0221.The geoid height was determined by GEOID03.
 KF0221
 KF0221.The dynamic height is computed by dividing the NAVD 88
 KF0221.geopotential number by the normal gravity value computed on the
 KF0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0221.degrees latitude (g = 980.6199 gals.).
 KF0221
 KF0221.The modeled gravity was interpolated from observed gravity values.
 KF0221
 KF0221;                    North         East    Units  Estimated Accuracy
 KF0221;SPC KS N     -    87,920.      493,340.      MT  (+/- 180 meters Scaled)
 KF0221
 KF0221                          SUPERSEDED SURVEY CONTROL
 KF0221
 KF0221  NGVD 29 (??/??/92)  336.283  (m)         1103.29   (f) ADJ UNCH    2 0
 KF0221
 KF0221.Superseded values are not recommended for survey control.
 KF0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0221.See file dsdata.txt to determine how the superseded data were derived.
 KF0221
 KF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ797321(NAD 83)
 KF0221_MARKER: DB = BENCH MARK DISK
 KF0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0221_STAMPING: Q-117 1934
 KF0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0221+STABILITY: SURFACE MOTION
 KF0221
 KF0221  HISTORY     - Date     Condition        Report By
 KF0221  HISTORY     - 1934     MONUMENTED       CGS
 KF0221  HISTORY     - 1980     MARK NOT FOUND   USGS
 KF0221
 KF0221                          STATION DESCRIPTION
 KF0221
 KF0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0221'1.9 MI N FROM ALIDA.
 KF0221'1.9 MILES NORTH OF UNION PACIFIC STATION, ALIDA ON UNION PACIFIC
 KF0221'RAILROAD AT MILEPOST 10.  12 FEET SOUTH OF AND 38 FEET WEST
 KF0221'CENTER LINE OF TRACKS.
 KF0221
 KF0221                          STATION RECOVERY (1980)
 KF0221
 KF0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KF0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0805 ***********************************************************************
 KE0805  DESIGNATION -  Q 120
 KE0805  PID         -  KE0805
 KE0805  STATE/COUNTY-  KS/JACKSON
 KE0805  USGS QUAD   -  SOLDIER CREEK NE (1960)
 KE0805
 KE0805                         *CURRENT SURVEY CONTROL
 KE0805  ___________________________________________________________________
 KE0805* NAD 83(1986)-  39 27 48.     (N)    095 50 56.     (W)     SCALED    
 KE0805* NAVD 88     -       365.385  (meters)    1198.77   (feet)  ADJUSTED  
 KE0805  ___________________________________________________________________
 KE0805  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 KE0805  DYNAMIC HT  -         365.153 (meters)    1198.01  (feet)  COMP
 KE0805  MODELED GRAV-     979,981.1   (mgal)                       NAVD 88
 KE0805
 KE0805  VERT ORDER  -  SECOND    CLASS 0
 KE0805
 KE0805.The horizontal coordinates were scaled from a topographic map and have
 KE0805.an estimated accuracy of +/- 6 seconds.
 KE0805
 KE0805.The orthometric height was determined by differential leveling
 KE0805.and adjusted by the National Geodetic Survey in June 1991..
 KE0805
 KE0805.The geoid height was determined by GEOID03.
 KE0805
 KE0805.The dynamic height is computed by dividing the NAVD 88
 KE0805.geopotential number by the normal gravity value computed on the
 KE0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0805.degrees latitude (g = 980.6199 gals.).
 KE0805
 KE0805.The modeled gravity was interpolated from observed gravity values.
 KE0805
 KE0805;                    North         East    Units  Estimated Accuracy
 KE0805;SPC KS N     -   127,640.      585,100.      MT  (+/- 180 meters Scaled)
 KE0805
 KE0805                          SUPERSEDED SURVEY CONTROL
 KE0805
 KE0805  NGVD 29 (??/??/92)  365.270  (m)         1198.39   (f) ADJ UNCH    2 0
 KE0805
 KE0805.Superseded values are not recommended for survey control.
 KE0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0805.See file dsdata.txt to determine how the superseded data were derived.
 KE0805
 KE0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD549720(NAD 83)
 KE0805_MARKER: DD = SURVEY DISK
 KE0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0805_STAMPING: Q 120 1934
 KE0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0805+STABILITY: SURFACE MOTION
 KE0805
 KE0805  HISTORY     - Date     Condition        Report By
 KE0805  HISTORY     - 1934     MONUMENTED       CGS
 KE0805  HISTORY     - 1961     MARK NOT FOUND   NGS
 KE0805
 KE0805                          STATION DESCRIPTION
 KE0805
 KE0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KE0805'6.1 MI W FROM HOLTON.
 KE0805'6.1 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 KE0805'AT HOLTON, JACKSON COUNTY, AT THE JUNCTION OF STATE HIGHWAY 79
 KE0805'LEADING NORTH, 60 FEET EAST OF THE CENTERLINE OF THE GRAVEL
 KE0805'ROAD, 47 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 16,
 KE0805'AND 1 FOOT SOUTHEAST OF A FENCE.  A STATE SURVEY STANDARD
 KE0805'DISK, STAMPED Q 120 1934 AND SET IN THE TOP OF A CONCRETE
 KE0805'POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0560 ***********************************************************************
 KE0560  DESIGNATION -  Q 121
 KE0560  PID         -  KE0560
 KE0560  STATE/COUNTY-  KS/ATCHISON
 KE0560  USGS QUAD   -  EFFINGHAM (1979)
 KE0560
 KE0560                         *CURRENT SURVEY CONTROL
 KE0560  ___________________________________________________________________
 KE0560* NAD 83(1986)-  39 31 19.     (N)    095 24 02.     (W)     SCALED    
 KE0560* NAVD 88     -       347.051  (meters)    1138.62   (feet)  ADJUSTED  
 KE0560  ___________________________________________________________________
 KE0560  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KE0560  DYNAMIC HT  -         346.836 (meters)    1137.91  (feet)  COMP
 KE0560  MODELED GRAV-     979,997.9   (mgal)                       NAVD 88
 KE0560
 KE0560  VERT ORDER  -  SECOND    CLASS 0
 KE0560
 KE0560.The horizontal coordinates were scaled from a topographic map and have
 KE0560.an estimated accuracy of +/- 6 seconds.
 KE0560
 KE0560.The orthometric height was determined by differential leveling
 KE0560.and adjusted by the National Geodetic Survey in June 1991..
 KE0560
 KE0560.The geoid height was determined by GEOID03.
 KE0560
 KE0560.The dynamic height is computed by dividing the NAVD 88
 KE0560.geopotential number by the normal gravity value computed on the
 KE0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0560.degrees latitude (g = 980.6199 gals.).
 KE0560
 KE0560.The modeled gravity was interpolated from observed gravity values.
 KE0560
 KE0560;                    North         East    Units  Estimated Accuracy
 KE0560;SPC KS N     -   135,160.      623,480.      MT  (+/- 180 meters Scaled)
 KE0560
 KE0560                          SUPERSEDED SURVEY CONTROL
 KE0560
 KE0560  NGVD 29 (??/??/92)  346.941  (m)         1138.26   (f) ADJ UNCH    2 0
 KE0560
 KE0560.Superseded values are not recommended for survey control.
 KE0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0560.See file dsdata.txt to determine how the superseded data were derived.
 KE0560
 KE0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD936774(NAD 83)
 KE0560_MARKER: DB = BENCH MARK DISK
 KE0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0560_STAMPING: Q 121 1934
 KE0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0560+STABILITY: SURFACE MOTION
 KE0560
 KE0560  HISTORY     - Date     Condition        Report By
 KE0560  HISTORY     - 1934     MONUMENTED       CGS
 KE0560  HISTORY     - 1950     GOOD             NGS
 KE0560
 KE0560                          STATION DESCRIPTION
 KE0560
 KE0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0560'AT EFFINGHAM.
 KE0560'AT EFFINGHAM, ATCHISON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 KE0560'TWO BLOCKS WEST OF THE STATION, 34 FEET SOUTH OF THE SOUTH
 KE0560'RAIL, 30 FEET SOUTHEAST OF A SWITCH FOR A SIDING, AT THE INTERSECTION
 KE0560'OF MAIN STREET AND U.S. HIGHWAY 159, 82 FEET WEST OF THE WEST
 KE0560'CURB OF THE HIGHWAY, 54 FEET NORTH OF THE NORTH CURB OF MAIN
 KE0560'STREET, 72 FEET EAST OF A POLE, IN LINE WITH THE ROW OF POLES,
 KE0560'AND 54 FEET WEST OF THE WEST EDGE OF A SIDEWALK.  A STATE SURVEY
 KE0560'STANDARD DISK, STAMPED Q 121 1934 AND SET IN THE TOP OF A CONCRETE
 KE0560'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0628 ***********************************************************************
 KE0628  DESIGNATION -  Q 123
 KE0628  PID         -  KE0628
 KE0628  STATE/COUNTY-  KS/LEAVENWORTH
 KE0628  USGS QUAD   -  MIDLAND (1978)
 KE0628
 KE0628                         *CURRENT SURVEY CONTROL
 KE0628  ___________________________________________________________________
 KE0628* NAD 83(1986)-  39 02 19.     (N)    095 08 51.     (W)     SCALED    
 KE0628* NAVD 88     -       267.528  (meters)     877.71   (feet)  ADJUSTED  
 KE0628  ___________________________________________________________________
 KE0628  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 KE0628  DYNAMIC HT  -         267.355 (meters)     877.15  (feet)  COMP
 KE0628  MODELED GRAV-     979,974.1   (mgal)                       NAVD 88
 KE0628
 KE0628  VERT ORDER  -  SECOND    CLASS 0
 KE0628
 KE0628.The horizontal coordinates were scaled from a topographic map and have
 KE0628.an estimated accuracy of +/- 6 seconds.
 KE0628
 KE0628.The orthometric height was determined by differential leveling
 KE0628.and adjusted by the National Geodetic Survey in June 1991..
 KE0628
 KE0628.The geoid height was determined by GEOID03.
 KE0628
 KE0628.The dynamic height is computed by dividing the NAVD 88
 KE0628.geopotential number by the normal gravity value computed on the
 KE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0628.degrees latitude (g = 980.6199 gals.).
 KE0628
 KE0628.The modeled gravity was interpolated from observed gravity values.
 KE0628
 KE0628;                    North         East    Units  Estimated Accuracy
 KE0628;SPC KS N     -    82,180.      646,920.      MT  (+/- 180 meters Scaled)
 KE0628
 KE0628                          SUPERSEDED SURVEY CONTROL
 KE0628
 KE0628  NGVD 29 (??/??/92)  267.439  (m)          877.42   (f) ADJ UNCH    2 0
 KE0628
 KE0628.Superseded values are not recommended for survey control.
 KE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0628.See file dsdata.txt to determine how the superseded data were derived.
 KE0628
 KE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD141232(NAD 83)
 KE0628_MARKER: DD = SURVEY DISK
 KE0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0628_STAMPING: Q 123 1934
 KE0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0628+STABILITY: SURFACE MOTION
 KE0628
 KE0628  HISTORY     - Date     Condition        Report By
 KE0628  HISTORY     - 1934     MONUMENTED       KSGS
 KE0628  HISTORY     - 1950     GOOD             NGS
 KE0628
 KE0628                          STATION DESCRIPTION
 KE0628
 KE0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0628'6.4 MI SW FROM TONGANOXIE.
 KE0628'6.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 KE0628'THE STATION AT TONGANOXIE, LEAVENWORTH COUNTY, 58 FEET NORTHEAST
 KE0628'OF THE FIFTEENTH POLE NORTHEAST OF MILEPOST 28, 120 FEET
 KE0628'SOUTHWEST OF A CONCRETE CULVERT UNDER A PRIVATE ENTRANCE, 42
 KE0628'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 36 FEET
 KE0628'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS 24 AND 40.  A STATE
 KE0628'SURVEY STANDARD DISK, STAMPED Q 123 1934 AND SET IN THE TOP
 KE0628'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0142 ***********************************************************************
 JF0142  DESIGNATION -  Q 13
 JF0142  PID         -  JF0142
 JF0142  STATE/COUNTY-  KS/LYON
 JF0142  USGS QUAD   -  EMPORIA (1979)
 JF0142
 JF0142                         *CURRENT SURVEY CONTROL
 JF0142  ___________________________________________________________________
 JF0142* NAD 83(1997)-  38 24 04.92501(N)    096 10 17.02129(W)     ADJUSTED  
 JF0142* NAVD 88     -       349.000  (meters)    1145.01   (feet)  ADJUSTED  
 JF0142  ___________________________________________________________________
 JF0142  X           -    -538,066.221 (meters)                     COMP
 JF0142  Y           -  -4,976,121.224 (meters)                     COMP
 JF0142  Z           -   3,940,652.791 (meters)                     COMP
 JF0142  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 JF0142  ELLIP HEIGHT-         318.36  (meters)          (07/29/04) GPS OBS
 JF0142  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JF0142  DYNAMIC HT  -         348.747 (meters)    1144.18  (feet)  COMP
 JF0142  MODELED GRAV-     979,892.2   (mgal)                       NAVD 88
 JF0142
 JF0142  HORZ ORDER  -  FIRST
 JF0142  VERT ORDER  -  FIRST     CLASS II
 JF0142  ELLP ORDER  -  FOURTH    CLASS II
 JF0142
 JF0142.The horizontal coordinates were established by GPS observations
 JF0142.and adjusted by the National Geodetic Survey in December 1997..
 JF0142.No horizontal observational check was made to the station.
 JF0142
 JF0142.The orthometric height was determined by differential leveling
 JF0142.and adjusted by the National Geodetic Survey in June 1991..
 JF0142.WARNING-Repeat measurements at this control monument indicate possible
 JF0142.vertical movement.
 JF0142
 JF0142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF0142
 JF0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0142
 JF0142.The ellipsoidal height was determined by GPS observations
 JF0142.and is referenced to NAD 83.
 JF0142
 JF0142.The geoid height was determined by GEOID03.
 JF0142
 JF0142.The dynamic height is computed by dividing the NAVD 88
 JF0142.geopotential number by the normal gravity value computed on the
 JF0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0142.degrees latitude (g = 980.6199 gals.).
 JF0142
 JF0142.The modeled gravity was interpolated from observed gravity values.
 JF0142
 JF0142;                    North         East     Units Scale Factor Converg.
 JF0142;SPC KS S     -   595,069.655   603,380.430   MT  0.99997149   +1 25 51.6
 JF0142;UTM  14      - 4,254,138.265   747,007.471   MT  1.00035145   +1 45 28.5
 JF0142
 JF0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0142!SPC KS S     -   0.99995005  x   0.99997149  =   0.99992154
 JF0142!UTM  14      -   0.99995005  x   1.00035145  =   1.00030148
 JF0142
 JF0142                          SUPERSEDED SURVEY CONTROL
 JF0142
 JF0142  ELLIP H (12/22/97)  318.36   (m)                       GP(       ) 4 1
 JF0142  NAVD 88 (12/22/97)  349.00   (m)         1145.0    (f) LEVELING    3  
 JF0142  NGVD 29 (??/??/92)  348.855  (m)         1144.54   (f) ADJ UNCH    1 2
 JF0142
 JF0142.Superseded values are not recommended for survey control.
 JF0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0142.See file dsdata.txt to determine how the superseded data were derived.
 JF0142
 JF0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4700754138(NAD 83)
 JF0142_MARKER: DB = BENCH MARK DISK
 JF0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0142_STAMPING: Q 13 1933
 JF0142_MARK LOGO: CGS   
 JF0142_PROJECTION: FLUSH
 JF0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 JF0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0142+STABILITY: SURFACE MOTION
 JF0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0142+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1998
 JF0142
 JF0142  HISTORY     - Date     Condition        Report By
 JF0142  HISTORY     - 1933     MONUMENTED       CGS
 JF0142  HISTORY     - 1974     GOOD             NGS
 JF0142  HISTORY     - 19970303 GOOD             NGS
 JF0142  HISTORY     - 19981013 GOOD             NGS
 JF0142
 JF0142                          STATION DESCRIPTION
 JF0142
 JF0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JF0142'0.8 MI E FROM EMPORIA.
 JF0142'0.8 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JF0142'FROM THE STATION AT EMPORIA, LYON COUNTY, AT THE JUNCTION OF
 JF0142'THE BRANCH LINE LEADING TO TORONTO, 115 FEET WEST OF THE EAST
 JF0142'STREET CROSSING, 22 FEET NORTH OF THE NORTH RAIL OF THE MOST
 JF0142'NORTHERLY PASSING TRACK, AND 2 FEET WEST OF AN ELECTRIC-SIGNAL
 JF0142'BOX.  A STANDARD DISK, STAMPED Q 13 1933 AND SET IN THE TOP OF
 JF0142'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- MARK
 JF0142'IS 1 FOOT EAST OF A METAL WITNESS POST AND 1 FOOT WEST OF A
 JF0142'LARGE SQUARE CONCRETE FOUNDATION.  MARK MAY HAVE MOVED 15 MM.
 JF0142'USE WITH CAUTION.
 JF0142
 JF0142                          STATION RECOVERY (1974)
 JF0142
 JF0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JF0142'RECOVERED IN GOOD CONDITION.
 JF0142
 JF0142                          STATION RECOVERY (1997)
 JF0142
 JF0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JF0142'THE STATION IS LOCATED NEAR THE EAST SIDE OF EMPORIA, ALONG THE
 JF0142'ATCHISON, TOPEKA AND SANTA FE RAILROAD, WEST-NORTHWEST OF THE JUNCTION
 JF0142'OF A RAILROAD CROSSING AND EAST STREET, BETWEEN RAILROAD AND A DIRT
 JF0142'ROAD.  OWNERSHIP--ATCHISON, TOPEKA AND SANTA FE RAILROAD.  TO REACH
 JF0142'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAYS 57
 JF0142'AND 99 NEAR THE CENTER OF EMPORIA, GO EAST FOR 2.4 KM (1.50 MI) ON
 JF0142'HIGHWAY 50 TO THE INTERSECTION OF EAST STREET.  TURN RIGHT, SOUTH FOR
 JF0142'0.32 KM (0.20 MI) ON EAST STREET TO A DIRT ROAD RIGHT.  TURN RIGHT,
 JF0142'WEST FOR ABOUT 35.0 M (114.8 FT) TO THE STATION ON THE LEFT, AT THE
 JF0142'SOUTH EDGE OF THE DIRT ROAD.  LOCATED 34.7 M (113.8 FT) WEST OF THE
 JF0142'CENTER OF EAST STREET, 6.7 M (22.0 FT) NORTH OF THE NORTHERNMOST RAIL
 JF0142'OF RAILROAD, 3.0 M (9.8 FT) SOUTH-SOUTHEAST OF THE CENTER OF DIRT
 JF0142'ROAD, 0.5 M (1.6 FT) WEST OF A 2.5 FT (0.8 M) BY 3 FT (0.9 M)
 JF0142'ABANDONED CONCRETE SIGNAL PAD, 0.3 M (1.0 FT) EAST OF A METAL WITNESS
 JF0142'POST AND PROJECTING 10 CM ABOVE THE DIRT ROAD.
 JF0142
 JF0142                          STATION RECOVERY (1998)
 JF0142
 JF0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL)
 JF0142'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0595 ***********************************************************************
 HF0595  DESIGNATION -  Q 14
 HF0595  PID         -  HF0595
 HF0595  STATE/COUNTY-  KS/SUMNER
 HF0595  USGS QUAD   -  GEUDA SPRINGS (1965)
 HF0595
 HF0595                         *CURRENT SURVEY CONTROL
 HF0595  ___________________________________________________________________
 HF0595* NAD 83(1986)-  37 05 25.     (N)    097 12 09.     (W)     SCALED    
 HF0595* NAVD 88     -       355.559  (meters)    1166.53   (feet)  ADJUSTED  
 HF0595  ___________________________________________________________________
 HF0595  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF0595  DYNAMIC HT  -         355.264 (meters)    1165.56  (feet)  COMP
 HF0595  MODELED GRAV-     979,791.1   (mgal)                       NAVD 88
 HF0595
 HF0595  VERT ORDER  -  FIRST     CLASS II
 HF0595
 HF0595.The horizontal coordinates were scaled from a topographic map and have
 HF0595.an estimated accuracy of +/- 6 seconds.
 HF0595
 HF0595.The orthometric height was determined by differential leveling
 HF0595.and adjusted by the National Geodetic Survey in June 1991..
 HF0595
 HF0595.The geoid height was determined by GEOID03.
 HF0595
 HF0595.The dynamic height is computed by dividing the NAVD 88
 HF0595.geopotential number by the normal gravity value computed on the
 HF0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0595.degrees latitude (g = 980.6199 gals.).
 HF0595
 HF0595.The modeled gravity was interpolated from observed gravity values.
 HF0595
 HF0595;                    North         East    Units  Estimated Accuracy
 HF0595;SPC KS S     -   447,820.      515,360.      MT  (+/- 180 meters Scaled)
 HF0595
 HF0595                          SUPERSEDED SURVEY CONTROL
 HF0595
 HF0595  NGVD 29 (??/??/92)  355.444  (m)         1166.15   (f) ADJ UNCH    1 2
 HF0595
 HF0595.Superseded values are not recommended for survey control.
 HF0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0595.See file dsdata.txt to determine how the superseded data were derived.
 HF0595
 HF0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG597063(NAD 83)
 HF0595_MARKER: DB = BENCH MARK DISK
 HF0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0595_STAMPING: Q 14 1933
 HF0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0595+STABILITY: SURFACE MOTION
 HF0595
 HF0595  HISTORY     - Date     Condition        Report By
 HF0595  HISTORY     - 1933     MONUMENTED       CGS
 HF0595
 HF0595                          STATION DESCRIPTION
 HF0595
 HF0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0595'2 MI E FROM ASHTON.
 HF0595'ABOUT 2.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0595'RAILWAY FROM ASHTON, SUMNER COUNTY, ABOUT 6 RAILS WEST OF A
 HF0595'GRADE CROSSING, ABOUT 5 RAILS WEST OF A CATTLE GUARD AND FENCE,
 HF0595'43 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 5 FEET SOUTHEAST
 HF0595'OF A POLE, 2 FEET NORTH OF A FENCE, AND IN LINE WITH A ROW OF
 HF0595'POLES.  A STANDARD DISK, STAMPED Q 14 1933 AND SET IN THE TOP
 HF0595'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0202 ***********************************************************************
 HF0202  DESIGNATION -  Q 15
 HF0202  PID         -  HF0202
 HF0202  STATE/COUNTY-  KS/COWLEY
 HF0202  USGS QUAD   -  CEDAR VALE WEST (1979)
 HF0202
 HF0202                         *CURRENT SURVEY CONTROL
 HF0202  ___________________________________________________________________
 HF0202* NAD 83(1986)-  37 06 41.     (N)    096 37 04.     (W)     SCALED    
 HF0202* NAVD 88     -       383.258  (meters)    1257.41   (feet)  ADJUSTED  
 HF0202  ___________________________________________________________________
 HF0202  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 HF0202  DYNAMIC HT  -         382.934 (meters)    1256.34  (feet)  COMP
 HF0202  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 HF0202
 HF0202  VERT ORDER  -  FIRST     CLASS II
 HF0202
 HF0202.The horizontal coordinates were scaled from a topographic map and have
 HF0202.an estimated accuracy of +/- 6 seconds.
 HF0202
 HF0202.The orthometric height was determined by differential leveling
 HF0202.and adjusted by the National Geodetic Survey in June 1991..
 HF0202
 HF0202.The geoid height was determined by GEOID03.
 HF0202
 HF0202.The dynamic height is computed by dividing the NAVD 88
 HF0202.geopotential number by the normal gravity value computed on the
 HF0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0202.degrees latitude (g = 980.6199 gals.).
 HF0202
 HF0202.The modeled gravity was interpolated from observed gravity values.
 HF0202
 HF0202;                    North         East    Units  Estimated Accuracy
 HF0202;SPC KS S     -   451,050.      567,290.      MT  (+/- 180 meters Scaled)
 HF0202
 HF0202                          SUPERSEDED SURVEY CONTROL
 HF0202
 HF0202  NGVD 29 (??/??/92)  383.110  (m)         1256.92   (f) ADJ UNCH    1 2
 HF0202
 HF0202.Superseded values are not recommended for survey control.
 HF0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0202.See file dsdata.txt to determine how the superseded data were derived.
 HF0202
 HF0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG116098(NAD 83)
 HF0202_MARKER: DB = BENCH MARK DISK
 HF0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0202_STAMPING: Q 15 1933
 HF0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0202+STABILITY: SURFACE MOTION
 HF0202
 HF0202  HISTORY     - Date     Condition        Report By
 HF0202  HISTORY     - 1933     MONUMENTED       CGS
 HF0202
 HF0202                          STATION DESCRIPTION
 HF0202
 HF0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0202'2.1 MI SE FROM HOOSER.
 HF0202'ABOUT 2.1 MILES SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 HF0202'FROM HOOSER, COWLEY COUNTY, ABOUT 30 POLES NORTHWEST OF MILEPOST
 HF0202'488, AT THE GRADE CROSSING OF U.S. HIGHWAY 166, 53 FEET EAST OF
 HF0202'THE CENTER LINE OF THE TRACK, ABOUT 50 FEET NORTH OF THE CENTER
 HF0202'LINE OF THE HIGHWAY, OPPOSITE A CONCRETE HIGHWAY CULVERT, AND
 HF0202'2 FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER.  A STANDARD DISK,
 HF0202'STAMPED Q 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0161 ***********************************************************************
 KH0161  DESIGNATION -  Q 150
 KH0161  PID         -  KH0161
 KH0161  STATE/COUNTY-  KS/LOGAN
 KH0161  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0161
 KH0161                         *CURRENT SURVEY CONTROL
 KH0161  ___________________________________________________________________
 KH0161* NAD 83(1986)-  39 07 08.     (N)    100 49 16.     (W)     SCALED    
 KH0161* NAVD 88     -       927.259  (meters)    3042.18   (feet)  ADJUSTED  
 KH0161  ___________________________________________________________________
 KH0161  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KH0161  DYNAMIC HT  -         926.525 (meters)    3039.77  (feet)  COMP
 KH0161  MODELED GRAV-     979,803.9   (mgal)                       NAVD 88
 KH0161
 KH0161  VERT ORDER  -  FIRST     CLASS II
 KH0161
 KH0161.This mark is at Oakley Municipal Airport (OEL)
 KH0161
 KH0161.The horizontal coordinates were scaled from a topographic map and have
 KH0161.an estimated accuracy of +/- 6 seconds.
 KH0161
 KH0161.The orthometric height was determined by differential leveling
 KH0161.and adjusted by the National Geodetic Survey in June 1991..
 KH0161
 KH0161.The geoid height was determined by GEOID03.
 KH0161
 KH0161.The dynamic height is computed by dividing the NAVD 88
 KH0161.geopotential number by the normal gravity value computed on the
 KH0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0161.degrees latitude (g = 980.6199 gals.).
 KH0161
 KH0161.The modeled gravity was interpolated from observed gravity values.
 KH0161
 KH0161;                    North         East    Units  Estimated Accuracy
 KH0161;SPC KS N     -    91,010.      156,080.      MT  (+/- 180 meters Scaled)
 KH0161
 KH0161                          SUPERSEDED SURVEY CONTROL
 KH0161
 KH0161  NGVD 29 (??/??/92)  926.919  (m)         3041.07   (f) ADJ UNCH    1 2
 KH0161
 KH0161.Superseded values are not recommended for survey control.
 KH0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0161.See file dsdata.txt to determine how the superseded data were derived.
 KH0161
 KH0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ425315(NAD 83)
 KH0161_MARKER: DB = BENCH MARK DISK
 KH0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0161_STAMPING: Q 150 1934
 KH0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0161+STABILITY: SURFACE MOTION
 KH0161
 KH0161  HISTORY     - Date     Condition        Report By
 KH0161  HISTORY     - 1934     MONUMENTED       CGS
 KH0161  HISTORY     - 1953     GOOD             NGS
 KH0161
 KH0161                          STATION DESCRIPTION
 KH0161
 KH0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0161'2 MI E FROM OAKLEY.
 KH0161'1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0161'AT OAKLEY, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD,
 KH0161'THENCE 0.5 MILE EAST ALONG U.S. HIGHWAY 40, AT THE NORTHWEST
 KH0161'CORNER OF THE OAKLEY MUNICIPAL AIRPORT, 130 FEET NORTHWEST OF THE
 KH0161'NORTHWEST END OF THE NORTHWEST AND SOUTHEAST RUNWAY, 22 FEET
 KH0161'WEST OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING SOUTH,
 KH0161'72 FEET NORTHWEST OF THE NORTH END OF A PIPE CULVERT UNDER
 KH0161'THE HIGHWAY, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KH0161'30 FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES,
 KH0161'0.6 FOOT SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 KH0161'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0162 ***********************************************************************
 KH0162  DESIGNATION -  Q 150 RESET
 KH0162  PID         -  KH0162
 KH0162  STATE/COUNTY-  KS/LOGAN
 KH0162  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0162
 KH0162                         *CURRENT SURVEY CONTROL
 KH0162  ___________________________________________________________________
 KH0162* NAD 83(1986)-  39 07 13.     (N)    100 49 16.     (W)     SCALED    
 KH0162* NAVD 88     -       927.22   (meters)    3042.1    (feet)  RESET     
 KH0162  ___________________________________________________________________
 KH0162  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KH0162
 KH0162  VERT ORDER  -  THIRD
 KH0162
 KH0162.This mark is at Oakley Municipal Airport (OEL)
 KH0162
 KH0162.The horizontal coordinates were scaled from a topographic map and have
 KH0162.an estimated accuracy of +/- 6 seconds.
 KH0162
 KH0162.The orthometric height was computed from unverified reset data.
 KH0162
 KH0162.The geoid height was determined by GEOID03.
 KH0162
 KH0162;                    North         East    Units  Estimated Accuracy
 KH0162;SPC KS N     -    91,160.      156,080.      MT  (+/- 180 meters Scaled)
 KH0162
 KH0162                          SUPERSEDED SURVEY CONTROL
 KH0162
 KH0162.No superseded survey control is available for this station.
 KH0162
 KH0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ425317(NAD 83)
 KH0162_MARKER: DB = BENCH MARK DISK
 KH0162_SETTING: 0 = UNSPECIFIED SETTING
 KH0162_STAMPING: Q 150 RESET 1965
 KH0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0162
 KH0162  HISTORY     - Date     Condition        Report By
 KH0162  HISTORY     - 1965     MONUMENTED       KSHC
 KH0162  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0162  HISTORY     - 1986     MARK NOT FOUND   NGS
 KH0162
 KH0162                          STATION DESCRIPTION
 KH0162
 KH0162'DESCRIBED BY KS HIGHWAY COMM 1965
 KH0162'2 MI E FROM OAKLEY.
 KH0162'ABOUT 1.15 MILES EAST AONG THE UNION PACIFIC RAILROAD FROM THE
 KH0162'STATION AT OAKLEY THENCE 0.3 MILES SOUTH ALONG A GRADED DIRT
 KH0162'ROAD, THENCE 0.5 MILES EAST ALONG U.S. HIGHWAY 40 EAST BOUND
 KH0162'LANE AT THE NORTHWEST CORNER OF OAKLEY MUNICIPAL AIRPORT,
 KH0162'THENCE SOUTH 54 FEET AND 19 FEET WEST, 7 FEET WEST OF POWER
 KH0162'POLE, 21 FEET SOUTH OF ENTRANCE PIPE, 27 FEET NORTHEAST OF
 KH0162'AIRPORT LIGHT POLE.
 KH0162
 KH0162                          STATION RECOVERY (1975)
 KH0162
 KH0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0162'MARK NOT FOUND.
 KH0162
 KH0162                          STATION RECOVERY (1986)
 KH0162
 KH0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0162'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0032 ***********************************************************************
 KH0032  DESIGNATION -  Q 151 RESET
 KH0032  PID         -  KH0032
 KH0032  STATE/COUNTY-  KS/GOVE
 KH0032  USGS QUAD   -  GRAINFIELD (1979)
 KH0032
 KH0032                         *CURRENT SURVEY CONTROL
 KH0032  ___________________________________________________________________
 KH0032* NAD 83(1986)-  39 02 48.     (N)    100 28 53.     (W)     SCALED    
 KH0032* NAVD 88     -       856.94   (meters)    2811.5    (feet)  RESET     
 KH0032  ___________________________________________________________________
 KH0032  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 KH0032
 KH0032  VERT ORDER  -  THIRD
 KH0032
 KH0032.The horizontal coordinates were scaled from a topographic map and have
 KH0032.an estimated accuracy of +/- 6 seconds.
 KH0032
 KH0032.The orthometric height was computed from unverified reset data.
 KH0032
 KH0032.The geoid height was determined by GEOID03.
 KH0032
 KH0032;                    North         East    Units  Estimated Accuracy
 KH0032;SPC KS N     -    82,130.      185,220.      MT  (+/- 180 meters Scaled)
 KH0032
 KH0032                          SUPERSEDED SURVEY CONTROL
 KH0032
 KH0032.No superseded survey control is available for this station.
 KH0032
 KH0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ718229(NAD 83)
 KH0032_MARKER: DB = BENCH MARK DISK
 KH0032_SETTING: 0 = UNSPECIFIED SETTING
 KH0032_STAMPING: Q 151 RESET 1957
 KH0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0032
 KH0032  HISTORY     - Date     Condition        Report By
 KH0032  HISTORY     - 1957     MONUMENTED       KSHC
 KH0032  HISTORY     - 1974     MARK NOT FOUND   USGS
 KH0032
 KH0032                          STATION DESCRIPTION
 KH0032
 KH0032'DESCRIBED BY KS HIGHWAY COMM 1957
 KH0032'5.2 MI S FROM GRAINFIELD.
 KH0032'5.2 MILES SOUTH ALONG STATE HIGHWAY 23 FROM THE UNION PACIFIC
 KH0032'RAILROAD STATION AT GRAINFIELD, 5.25 MILES NORTH OF THE COURT
 KH0032'HOUSE IN GOVE, 2.30 FEET EAST OF AZIMUTH MARK MEYER, AND 95.33
 KH0032'FEET WEST OF STA. 343+18.75.  IT IS IN THE WEST RIGHT-OF-WAY LINE.
 KH0032
 KH0032                          STATION RECOVERY (1974)
 KH0032
 KH0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KH0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0027 ***********************************************************************
 KH0027  DESIGNATION -  Q 152
 KH0027  PID         -  KH0027
 KH0027  STATE/COUNTY-  KS/DECATUR
 KH0027  USGS QUAD   -  DRESDEN SOUTH (1978)
 KH0027
 KH0027                         *CURRENT SURVEY CONTROL
 KH0027  ___________________________________________________________________
 KH0027* NAD 83(1986)-  39 37 10.     (N)    100 25 24.     (W)     SCALED    
 KH0027* NAVD 88     -       831.601  (meters)    2728.34   (feet)  ADJUSTED  
 KH0027  ___________________________________________________________________
 KH0027  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 KH0027  DYNAMIC HT  -         830.997 (meters)    2726.36  (feet)  COMP
 KH0027  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 KH0027
 KH0027  VERT ORDER  -  SECOND    CLASS 0
 KH0027
 KH0027.The horizontal coordinates were scaled from a topographic map and have
 KH0027.an estimated accuracy of +/- 6 seconds.
 KH0027
 KH0027.The orthometric height was determined by differential leveling
 KH0027.and adjusted by the National Geodetic Survey in June 1991..
 KH0027
 KH0027.The geoid height was determined by GEOID03.
 KH0027
 KH0027.The dynamic height is computed by dividing the NAVD 88
 KH0027.geopotential number by the normal gravity value computed on the
 KH0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0027.degrees latitude (g = 980.6199 gals.).
 KH0027
 KH0027.The modeled gravity was interpolated from observed gravity values.
 KH0027
 KH0027;                    North         East    Units  Estimated Accuracy
 KH0027;SPC KS N     -   145,560.      191,950.      MT  (+/- 180 meters Scaled)
 KH0027
 KH0027                          SUPERSEDED SURVEY CONTROL
 KH0027
 KH0027  NGVD 29 (??/??/92)  831.293  (m)         2727.33   (f) ADJ UNCH    2 0
 KH0027
 KH0027.Superseded values are not recommended for survey control.
 KH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0027.See file dsdata.txt to determine how the superseded data were derived.
 KH0027
 KH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ778864(NAD 83)
 KH0027_MARKER: DB = BENCH MARK DISK
 KH0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0027_SP_SET: CULVERT
 KH0027_STAMPING: Q 152 1934
 KH0027
 KH0027  HISTORY     - Date     Condition        Report By
 KH0027  HISTORY     - UNK      MONUMENTED
 KH0027  HISTORY     - 1934     GOOD             NGS
 KH0027
 KH0027                          STATION DESCRIPTION
 KH0027
 KH0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KH0027'AT DRESDEN.
 KH0027'DECATUR COUNTY, KANSAS, AT DRESDEN.  ABOUT 200 FEET SOUTH OF THE
 KH0027'ROCK ISLAND RAILROAD STATION.  130 FEET SOUTH OF THE CENTERLINE
 KH0027'OF THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD TRACK, 100 FEET
 KH0027'NORTHEAST OF CAMERONS SERVICE STATION, 100 FEET EAST OF STATE
 KH0027'HIGHWAY 23, IN THE SOUTH END OF A CONCRETE CULVERT ON U.S. HIGHWAY
 KH0027'83.  STANDARD DISK SET IN CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0197 ***********************************************************************
 KH0197  DESIGNATION -  Q 154
 KH0197  PID         -  KH0197
 KH0197  STATE/COUNTY-  KS/THOMAS
 KH0197  USGS QUAD   -  MENLO (1979)
 KH0197
 KH0197                         *CURRENT SURVEY CONTROL
 KH0197  ___________________________________________________________________
 KH0197* NAD 83(1986)-  39 21 21.     (N)    100 44 19.     (W)     SCALED    
 KH0197* NAVD 88     -       901.093  (meters)    2956.34   (feet)  ADJUSTED  
 KH0197  ___________________________________________________________________
 KH0197  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 KH0197  DYNAMIC HT  -         900.392 (meters)    2954.04  (feet)  COMP
 KH0197  MODELED GRAV-     979,818.8   (mgal)                       NAVD 88
 KH0197
 KH0197  VERT ORDER  -  SECOND    CLASS 0
 KH0197
 KH0197.The horizontal coordinates were scaled from a topographic map and have
 KH0197.an estimated accuracy of +/- 6 seconds.
 KH0197
 KH0197.The orthometric height was determined by differential leveling
 KH0197.and adjusted by the National Geodetic Survey in June 1991..
 KH0197
 KH0197.The geoid height was determined by GEOID03.
 KH0197
 KH0197.The dynamic height is computed by dividing the NAVD 88
 KH0197.geopotential number by the normal gravity value computed on the
 KH0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0197.degrees latitude (g = 980.6199 gals.).
 KH0197
 KH0197.The modeled gravity was interpolated from observed gravity values.
 KH0197
 KH0197;                    North         East    Units  Estimated Accuracy
 KH0197;SPC KS N     -   117,080.      164,000.      MT  (+/- 180 meters Scaled)
 KH0197
 KH0197                          SUPERSEDED SURVEY CONTROL
 KH0197
 KH0197  NGVD 29 (??/??/92)  900.745  (m)         2955.19   (f) ADJ UNCH    2 0
 KH0197
 KH0197.Superseded values are not recommended for survey control.
 KH0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0197.See file dsdata.txt to determine how the superseded data were derived.
 KH0197
 KH0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ502577(NAD 83)
 KH0197_MARKER: DB = BENCH MARK DISK
 KH0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0197_STAMPING: Q 154 1934
 KH0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0197+STABILITY: SURFACE MOTION
 KH0197
 KH0197  HISTORY     - Date     Condition        Report By
 KH0197  HISTORY     - 1934     MONUMENTED       CGS
 KH0197
 KH0197                          STATION DESCRIPTION
 KH0197
 KH0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0197'0.4 MI W FROM MENLO.
 KH0197'0.4 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0197'AT MENLO, THOMAS COUNTY, 5 POLES EAST OF MILEPOST 187, 2-1/2
 KH0197'POLES EAST OF A ROAD CROSSING, AND 42 FEET SOUTH OF THE CENTERLINE
 KH0197'OF THE TRACK.  A STANDARD DISK, STAMPED Q 154 1934 AND SET IN
 KH0197'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0355 ***********************************************************************
 KG0355  DESIGNATION -  Q 155
 KG0355  PID         -  KG0355
 KG0355  STATE/COUNTY-  KS/GRAHAM
 KG0355  USGS QUAD   -  HILL CITY SOUTH (1979)
 KG0355
 KG0355                         *CURRENT SURVEY CONTROL
 KG0355  ___________________________________________________________________
 KG0355* NAD 83(1986)-  39 21 15.     (N)    099 50 47.     (W)     SCALED    
 KG0355* NAVD 88     -       650.562  (meters)    2134.39   (feet)  ADJUSTED  
 KG0355  ___________________________________________________________________
 KG0355  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 KG0355  DYNAMIC HT  -         650.098 (meters)    2132.86  (feet)  COMP
 KG0355  MODELED GRAV-     979,892.1   (mgal)                       NAVD 88
 KG0355
 KG0355  VERT ORDER  -  SECOND    CLASS 0
 KG0355
 KG0355.The horizontal coordinates were scaled from a topographic map and have
 KG0355.an estimated accuracy of +/- 6 seconds.
 KG0355
 KG0355.The orthometric height was determined by differential leveling
 KG0355.and adjusted by the National Geodetic Survey in June 1991..
 KG0355
 KG0355.The geoid height was determined by GEOID03.
 KG0355
 KG0355.The dynamic height is computed by dividing the NAVD 88
 KG0355.geopotential number by the normal gravity value computed on the
 KG0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0355.degrees latitude (g = 980.6199 gals.).
 KG0355
 KG0355.The modeled gravity was interpolated from observed gravity values.
 KG0355
 KG0355;                    North         East    Units  Estimated Accuracy
 KG0355;SPC KS N     -   114,950.      240,870.      MT  (+/- 180 meters Scaled)
 KG0355
 KG0355                          SUPERSEDED SURVEY CONTROL
 KG0355
 KG0355  NGVD 29 (??/??/92)  650.323  (m)         2133.60   (f) ADJ UNCH    2 0
 KG0355
 KG0355.Superseded values are not recommended for survey control.
 KG0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0355.See file dsdata.txt to determine how the superseded data were derived.
 KG0355
 KG0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ270564(NAD 83)
 KG0355_MARKER: DB = BENCH MARK DISK
 KG0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0355_SP_SET: CULVERT
 KG0355_STAMPING: Q 155 1934
 KG0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0355
 KG0355  HISTORY     - Date     Condition        Report By
 KG0355  HISTORY     - 1934     MONUMENTED       CGS
 KG0355  HISTORY     - 1974     MARK NOT FOUND   USGS
 KG0355  HISTORY     - 1986     MARK NOT FOUND   NGS
 KG0355
 KG0355                          STATION DESCRIPTION
 KG0355
 KG0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0355'AT HILL CITY.
 KG0355'AT HILL CITY, GRAHAM COUNTY, 125 FEET SOUTH OF THE UNION PACIFIC
 KG0355'RAILROAD STATION, 1-1/2 POLES EAST OF MILEPOST 138, 60 FEET
 KG0355'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, ON STATE HIGHWAY
 KG0355'21, AND IN THE WEST END OF A CONCRETE HIGHWAY CULVERT.  A
 KG0355'STANDARD DISK, STAMPED Q 155 1934.
 KG0355
 KG0355                          STATION RECOVERY (1974)
 KG0355
 KG0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KG0355'MARK NOT FOUND.
 KG0355
 KG0355                          STATION RECOVERY (1986)
 KG0355
 KG0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KG0355'EVIDENCE WAS FOUND THAT THIS BENCH MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0220 ***********************************************************************
 KH0220  DESIGNATION -  Q 156
 KH0220  PID         -  KH0220
 KH0220  STATE/COUNTY-  KS/DECATUR
 KH0220  USGS QUAD   -  TRAER (1978)
 KH0220
 KH0220                         *CURRENT SURVEY CONTROL
 KH0220  ___________________________________________________________________
 KH0220* NAD 83(1986)-  39 55 36.     (N)    100 39 53.     (W)     SCALED    
 KH0220* NAVD 88     -       792.637  (meters)    2600.51   (feet)  ADJUSTED  
 KH0220  ___________________________________________________________________
 KH0220  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 KH0220  DYNAMIC HT  -         792.081 (meters)    2598.69  (feet)  COMP
 KH0220  MODELED GRAV-     979,898.9   (mgal)                       NAVD 88
 KH0220
 KH0220  VERT ORDER  -  SECOND    CLASS 0
 KH0220
 KH0220.The horizontal coordinates were scaled from a topographic map and have
 KH0220.an estimated accuracy of +/- 6 seconds.
 KH0220
 KH0220.The orthometric height was determined by differential leveling
 KH0220.and adjusted by the National Geodetic Survey in June 1991..
 KH0220
 KH0220.The geoid height was determined by GEOID03.
 KH0220
 KH0220.The dynamic height is computed by dividing the NAVD 88
 KH0220.geopotential number by the normal gravity value computed on the
 KH0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0220.degrees latitude (g = 980.6199 gals.).
 KH0220
 KH0220.The modeled gravity was interpolated from observed gravity values.
 KH0220
 KH0220;                    North         East    Units  Estimated Accuracy
 KH0220;SPC KS N     -   180,240.      172,230.      MT  (+/- 180 meters Scaled)
 KH0220
 KH0220                          SUPERSEDED SURVEY CONTROL
 KH0220
 KH0220  NGVD 29 (??/??/92)  792.323  (m)         2599.48   (f) ADJ UNCH    2 0
 KH0220
 KH0220.Superseded values are not recommended for survey control.
 KH0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0220.See file dsdata.txt to determine how the superseded data were derived.
 KH0220
 KH0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK577209(NAD 83)
 KH0220_MARKER: DB = BENCH MARK DISK
 KH0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0220_SP_SET: BUILDING
 KH0220_STAMPING: Q 156 1934
 KH0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0220
 KH0220  HISTORY     - Date     Condition        Report By
 KH0220  HISTORY     - 1934     MONUMENTED       CGS
 KH0220  HISTORY     - 1949     GOOD             USGS
 KH0220
 KH0220                          STATION DESCRIPTION
 KH0220
 KH0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0220'6.5 MI NE FROM HERNDON.
 KH0220'6.5 MILES NORTHEAST OF BURLINGTON STATION AT HERNDON AT TRAER,
 KH0220'12 FEET FROM MAIN ENTRANCE AND IN SOUTHWEST CORNER OF CONCRETE
 KH0220'BUILDING OCCUPIED BY THE E.G. HINZE HARDWARE AND FURNITURE
 KH0220'STORE, 18 INCHES FROM LARGE WINDOW.
 KH0220
 KH0220                          STATION RECOVERY (1949)
 KH0220
 KH0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 KH0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0266 ***********************************************************************
 KG0266  DESIGNATION -  Q 157
 KG0266  PID         -  KG0266
 KG0266  STATE/COUNTY-  KS/ROOKS
 KG0266  USGS QUAD   -  STOCKTON (1979)
 KG0266
 KG0266                         *CURRENT SURVEY CONTROL
 KG0266  ___________________________________________________________________
 KG0266* NAD 83(1986)-  39 27 55.     (N)    099 16 48.     (W)     SCALED    
 KG0266* NAVD 88     -       576.501  (meters)    1891.40   (feet)  ADJUSTED  
 KG0266  ___________________________________________________________________
 KG0266  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 KG0266  DYNAMIC HT  -         576.111 (meters)    1890.12  (feet)  COMP
 KG0266  MODELED GRAV-     979,931.2   (mgal)                       NAVD 88
 KG0266
 KG0266  VERT ORDER  -  SECOND    CLASS 0
 KG0266
 KG0266.The horizontal coordinates were scaled from a topographic map and have
 KG0266.an estimated accuracy of +/- 6 seconds.
 KG0266
 KG0266.The orthometric height was determined by differential leveling
 KG0266.and adjusted by the National Geodetic Survey in June 1991..
 KG0266
 KG0266.The geoid height was determined by GEOID03.
 KG0266
 KG0266.The dynamic height is computed by dividing the NAVD 88
 KG0266.geopotential number by the normal gravity value computed on the
 KG0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0266.degrees latitude (g = 980.6199 gals.).
 KG0266
 KG0266.The modeled gravity was interpolated from observed gravity values.
 KG0266
 KG0266;                    North         East    Units  Estimated Accuracy
 KG0266;SPC KS N     -   126,440.      289,860.      MT  (+/- 180 meters Scaled)
 KG0266
 KG0266                          SUPERSEDED SURVEY CONTROL
 KG0266
 KG0266  NGVD 29 (??/??/92)  576.271  (m)         1890.65   (f) ADJ UNCH    2 0
 KG0266
 KG0266.Superseded values are not recommended for survey control.
 KG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0266.See file dsdata.txt to determine how the superseded data were derived.
 KG0266
 KG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ759684(NAD 83)
 KG0266_MARKER: DB = BENCH MARK DISK
 KG0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0266_STAMPING: Q 157 1934
 KG0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0266+STABILITY: SURFACE MOTION
 KG0266
 KG0266  HISTORY     - Date     Condition        Report By
 KG0266  HISTORY     - 1934     MONUMENTED       CGS
 KG0266
 KG0266                          STATION DESCRIPTION
 KG0266
 KG0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0266'2 MI N FROM STOCKTON.
 KG0266'2.0 MILES NORTH OF COURTHOUSE AT STOCKSON, 45 FEET EAST OF
 KG0266'STATE HIGHWAY 1 AND 21 FEET SOUTH OF SIDE ROAD, IN A FENCE
 KG0266'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0261 ***********************************************************************
 KG0261  DESIGNATION -  Q 158
 KG0261  PID         -  KG0261
 KG0261  STATE/COUNTY-  KS/PHILLIPS
 KG0261  USGS QUAD   -  WOODRUFF (1968)
 KG0261
 KG0261                         *CURRENT SURVEY CONTROL
 KG0261  ___________________________________________________________________
 KG0261* NAD 83(1986)-  39 59 45.     (N)    099 24 11.     (W)     SCALED    
 KG0261* NAVD 88     -       607.712  (meters)    1993.80   (feet)  ADJUSTED  
 KG0261  ___________________________________________________________________
 KG0261  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 KG0261  DYNAMIC HT  -         607.329 (meters)    1992.55  (feet)  COMP
 KG0261  MODELED GRAV-     979,977.1   (mgal)                       NAVD 88
 KG0261
 KG0261  VERT ORDER  -  SECOND    CLASS 0
 KG0261
 KG0261.The horizontal coordinates were scaled from a topographic map and have
 KG0261.an estimated accuracy of +/- 6 seconds.
 KG0261
 KG0261.The orthometric height was determined by differential leveling
 KG0261.and adjusted by the National Geodetic Survey in June 1991..
 KG0261
 KG0261.The geoid height was determined by GEOID03.
 KG0261
 KG0261.The dynamic height is computed by dividing the NAVD 88
 KG0261.geopotential number by the normal gravity value computed on the
 KG0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0261.degrees latitude (g = 980.6199 gals.).
 KG0261
 KG0261.The modeled gravity was interpolated from observed gravity values.
 KG0261
 KG0261;                    North         East    Units  Estimated Accuracy
 KG0261;SPC KS N     -   185,500.      280,180.      MT  (+/- 180 meters Scaled)
 KG0261
 KG0261                          SUPERSEDED SURVEY CONTROL
 KG0261
 KG0261  NGVD 29 (??/??/92)  607.467  (m)         1993.00   (f) ADJ UNCH    2 0
 KG0261
 KG0261.Superseded values are not recommended for survey control.
 KG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0261.See file dsdata.txt to determine how the superseded data were derived.
 KG0261
 KG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK655273(NAD 83)
 KG0261_MARKER: DB = BENCH MARK DISK
 KG0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0261_STAMPING: Q 158 1934
 KG0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0261+STABILITY: SURFACE MOTION
 KG0261
 KG0261  HISTORY     - Date     Condition        Report By
 KG0261  HISTORY     - 1934     MONUMENTED       CGS
 KG0261
 KG0261                          STATION DESCRIPTION
 KG0261
 KG0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0261'1.3 MI NE FROM WOODRUFF.
 KG0261'1.3 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KG0261'RAILROAD FROM THE STATION AT WOODRUFF, PHILLIPS COUNTY, AT A
 KG0261'ROAD CROSSING, 45 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 21
 KG0261'FEET EAST OF THE ROAD, AND IN A FENCE CORNER.  A STANDARD DISK,
 KG0261'STAMPED Q 158 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0225 ***********************************************************************
 KG0225  DESIGNATION -  Q 159
 KG0225  PID         -  KG0225
 KG0225  STATE/COUNTY-  KS/PHILLIPS
 KG0225  USGS QUAD   -  STUTTGART NE (1973)
 KG0225
 KG0225                         *CURRENT SURVEY CONTROL
 KG0225  ___________________________________________________________________
 KG0225* NAD 83(1986)-  39 53 59.     (N)    099 19 42.     (W)     SCALED    
 KG0225* NAVD 88     -       655.494  (meters)    2150.57   (feet)  ADJUSTED  
 KG0225  ___________________________________________________________________
 KG0225  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 KG0225  DYNAMIC HT  -         655.070 (meters)    2149.18  (feet)  COMP
 KG0225  MODELED GRAV-     979,958.1   (mgal)                       NAVD 88
 KG0225
 KG0225  VERT ORDER  -  SECOND    CLASS 0
 KG0225
 KG0225.The horizontal coordinates were scaled from a topographic map and have
 KG0225.an estimated accuracy of +/- 6 seconds.
 KG0225
 KG0225.The orthometric height was determined by differential leveling
 KG0225.and adjusted by the National Geodetic Survey in June 1991..
 KG0225
 KG0225.The geoid height was determined by GEOID03.
 KG0225
 KG0225.The dynamic height is computed by dividing the NAVD 88
 KG0225.geopotential number by the normal gravity value computed on the
 KG0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0225.degrees latitude (g = 980.6199 gals.).
 KG0225
 KG0225.The modeled gravity was interpolated from observed gravity values.
 KG0225
 KG0225;                    North         East    Units  Estimated Accuracy
 KG0225;SPC KS N     -   174,730.      286,400.      MT  (+/- 180 meters Scaled)
 KG0225
 KG0225                          SUPERSEDED SURVEY CONTROL
 KG0225
 KG0225.No superseded survey control is available for this station.
 KG0225
 KG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK719166(NAD 83)
 KG0225_MARKER: DB = BENCH MARK DISK
 KG0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0225_STAMPING: Q 159 1934
 KG0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0225+STABILITY: SURFACE MOTION
 KG0225
 KG0225  HISTORY     - Date     Condition        Report By
 KG0225  HISTORY     - 1934     MONUMENTED       CGS
 KG0225
 KG0225                          STATION DESCRIPTION
 KG0225
 KG0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0225'11.7 MI S FROM WOODRUFF.
 KG0225'11.7 MILES SOUTH OF BURLINGTON STATION AT WOODRUFF 200 FEET
 KG0225'SOUTH OF CROSS ROAD, 100 FEET WEST OF LABELLE, DIST. 122 SCHOOL
 KG0225'HOUSE, 25 FEET WEST OF CENTERLINE OF STATE HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0226 ***********************************************************************
 KG0226  DESIGNATION -  Q 159 RESET
 KG0226  PID         -  KG0226
 KG0226  STATE/COUNTY-  KS/PHILLIPS
 KG0226  USGS QUAD   -  STUTTGART NE (1973)
 KG0226
 KG0226                         *CURRENT SURVEY CONTROL
 KG0226  ___________________________________________________________________
 KG0226* NAD 83(1986)-  39 53 59.     (N)    099 19 42.     (W)     SCALED    
 KG0226* NAVD 88     -       655.50   (+/-2cm)    2150.6    (feet)  VERTCON   
 KG0226  ___________________________________________________________________
 KG0226  GEOID HEIGHT-         -25.23  (meters)                     GEOID03
 KG0226
 KG0226  VERT ORDER  -  ? (See Below)
 KG0226
 KG0226.The horizontal coordinates were scaled from a topographic map and have
 KG0226.an estimated accuracy of +/- 6 seconds.
 KG0226
 KG0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0226.The vertical order pertains to the NGVD 29 superseded value.
 KG0226
 KG0226.The geoid height was determined by GEOID03.
 KG0226
 KG0226;                    North         East    Units  Estimated Accuracy
 KG0226;SPC KS N     -   174,730.      286,400.      MT  (+/- 180 meters Scaled)
 KG0226
 KG0226                          SUPERSEDED SURVEY CONTROL
 KG0226
 KG0226  NGVD 29 (??/??/92)  655.249  (m)         2149.76   (f) ADJ UNCH    ?  
 KG0226
 KG0226.Superseded values are not recommended for survey control.
 KG0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0226.See file dsdata.txt to determine how the superseded data were derived.
 KG0226
 KG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK719166(NAD 83)
 KG0226_MARKER: DB = BENCH MARK DISK
 KG0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0226_STAMPING: Q 159 1935
 KG0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0226+STABILITY: SURFACE MOTION
 KG0226
 KG0226  HISTORY     - Date     Condition        Report By
 KG0226  HISTORY     - 1935     MONUMENTED       CGS
 KG0226
 KG0226                          STATION DESCRIPTION
 KG0226
 KG0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KG0226'11.7 MI SE FROM WOODRUFF.
 KG0226'11.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 83 AND STATE HIGHWAY 1
 KG0226'FROM THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION AT
 KG0226'WOODRUFF, PHILLIPS COUNTY, ABOUT 220 FEET SOUTH OF A CROSSROAD,
 KG0226'ABOUT 140 FEET WEST OF THE LABELL DISTRICT 122 SCHOOLHOUSE,
 KG0226'AND 58 FEET WEST OF HIGHWAY STATION 472+20.  A STANDARD DISK,
 KG0226'STAMPED Q 159 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0514 ***********************************************************************
 HE0514  DESIGNATION -  Q 16
 HE0514  PID         -  HE0514
 HE0514  STATE/COUNTY-  KS/MONTGOMERY
 HE0514  USGS QUAD   -  CANEY (1984)
 HE0514
 HE0514                         *CURRENT SURVEY CONTROL
 HE0514  ___________________________________________________________________
 HE0514* NAD 83(1986)-  37 01 18.     (N)    095 56 47.     (W)     SCALED    
 HE0514* NAVD 88     -       223.220  (meters)     732.35   (feet)  ADJUSTED  
 HE0514  ___________________________________________________________________
 HE0514  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HE0514  DYNAMIC HT  -         223.041 (meters)     731.76  (feet)  COMP
 HE0514  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 HE0514
 HE0514  VERT ORDER  -  FIRST     CLASS II
 HE0514
 HE0514.The horizontal coordinates were scaled from a topographic map and have
 HE0514.an estimated accuracy of +/- 6 seconds.
 HE0514
 HE0514.The orthometric height was determined by differential leveling
 HE0514.and adjusted by the National Geodetic Survey in June 1991..
 HE0514
 HE0514.The geoid height was determined by GEOID03.
 HE0514
 HE0514.The dynamic height is computed by dividing the NAVD 88
 HE0514.geopotential number by the normal gravity value computed on the
 HE0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0514.degrees latitude (g = 980.6199 gals.).
 HE0514
 HE0514.The modeled gravity was interpolated from observed gravity values.
 HE0514
 HE0514;                    North         East    Units  Estimated Accuracy
 HE0514;SPC KS S     -   442,510.      627,220.      MT  (+/- 180 meters Scaled)
 HE0514
 HE0514                          SUPERSEDED SURVEY CONTROL
 HE0514
 HE0514  NGVD 29 (??/??/92)  223.083  (m)          731.90   (f) ADJ UNCH    1 2
 HE0514
 HE0514.Superseded values are not recommended for survey control.
 HE0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0514.See file dsdata.txt to determine how the superseded data were derived.
 HE0514
 HE0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB378013(NAD 83)
 HE0514_MARKER: DB = BENCH MARK DISK
 HE0514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0514_SP_SET: HEADWALL
 HE0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0514
 HE0514  HISTORY     - Date     Condition        Report By
 HE0514  HISTORY     - UNK      MONUMENTED       CGS
 HE0514  HISTORY     - 1933     GOOD             NGS
 HE0514
 HE0514                          STATION DESCRIPTION
 HE0514
 HE0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0514'0.5 MI W FROM CANEY.
 HE0514'ALONG MO. PAC. R.R. IN N. END OF W. CONC. HEADWALL OF DOUBLE
 HE0514'6 FT X 4 FT BOX CULVERT UNDER ROAD AT MP 442/23.  MARK IS 9
 HE0514'YDS. S. OF CENTERLINE OF TRACK AND 4 YDS. W. OF CENTERLINE OF
 HE0514'CROSS-ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0198 ***********************************************************************
 KG0198  DESIGNATION -  Q 160
 KG0198  PID         -  KG0198
 KG0198  STATE/COUNTY-  KS/SMITH
 KG0198  USGS QUAD   -  HARLAN (1961)
 KG0198
 KG0198                         *CURRENT SURVEY CONTROL
 KG0198  ___________________________________________________________________
 KG0198* NAD 83(1986)-  39 36 19.     (N)    098 46 11.     (W)     SCALED    
 KG0198* NAVD 88     -       481.348  (meters)    1579.22   (feet)  ADJUSTED  
 KG0198  ___________________________________________________________________
 KG0198  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 KG0198  DYNAMIC HT  -         481.039 (meters)    1578.21  (feet)  COMP
 KG0198  MODELED GRAV-     979,970.0   (mgal)                       NAVD 88
 KG0198
 KG0198  VERT ORDER  -  SECOND    CLASS 0
 KG0198
 KG0198.The horizontal coordinates were scaled from a topographic map and have
 KG0198.an estimated accuracy of +/- 6 seconds.
 KG0198
 KG0198.The orthometric height was determined by differential leveling
 KG0198.and adjusted by the National Geodetic Survey in June 1991..
 KG0198
 KG0198.The geoid height was determined by GEOID03.
 KG0198
 KG0198.The dynamic height is computed by dividing the NAVD 88
 KG0198.geopotential number by the normal gravity value computed on the
 KG0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0198.degrees latitude (g = 980.6199 gals.).
 KG0198
 KG0198.The modeled gravity was interpolated from observed gravity values.
 KG0198
 KG0198;                    North         East    Units  Estimated Accuracy
 KG0198;SPC KS N     -   141,480.      333,900.      MT  (+/- 180 meters Scaled)
 KG0198
 KG0198                          SUPERSEDED SURVEY CONTROL
 KG0198
 KG0198  NGVD 29 (??/??/92)  481.145  (m)         1578.56   (f) ADJ UNCH    2 0
 KG0198
 KG0198.Superseded values are not recommended for survey control.
 KG0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0198.See file dsdata.txt to determine how the superseded data were derived.
 KG0198
 KG0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ197839(NAD 83)
 KG0198_MARKER: DB = BENCH MARK DISK
 KG0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0198_STAMPING: Q 160 1934
 KG0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0198+STABILITY: SURFACE MOTION
 KG0198
 KG0198  HISTORY     - Date     Condition        Report By
 KG0198  HISTORY     - 1934     MONUMENTED       CGS
 KG0198  HISTORY     - 1941     GOOD             NGS
 KG0198
 KG0198                          STATION DESCRIPTION
 KG0198
 KG0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0198'AT HARLAN.
 KG0198'AT HARLAN 3 POLES WEST OF MILEAGE POST 552.35.  100 FEET EAST
 KG0198'OF MISSOURI PACIFIC RR. STATION, 27 FEET NORTH OF CENTERLINE
 KG0198'OF TRACK AND 27 FEET EAST OF CROSSING.
 KG0198
 KG0198                          STATION RECOVERY (1941)
 KG0198
 KG0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KG0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0305 ***********************************************************************
 KG0305  DESIGNATION -  Q 161
 KG0305  PID         -  KG0305
 KG0305  STATE/COUNTY-  KS/ROOKS
 KG0305  USGS QUAD   -  WOODSTON NW (1979)
 KG0305
 KG0305                         *CURRENT SURVEY CONTROL
 KG0305  ___________________________________________________________________
 KG0305* NAD 83(1986)-  39 26 28.     (N)    099 10 46.     (W)     SCALED    
 KG0305* NAVD 88     -       529.941  (meters)    1738.65   (feet)  ADJUSTED  
 KG0305  ___________________________________________________________________
 KG0305  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 KG0305  DYNAMIC HT  -         529.583 (meters)    1737.47  (feet)  COMP
 KG0305  MODELED GRAV-     979,936.3   (mgal)                       NAVD 88
 KG0305
 KG0305  VERT ORDER  -  SECOND    CLASS 0
 KG0305
 KG0305.The horizontal coordinates were scaled from a topographic map and have
 KG0305.an estimated accuracy of +/- 6 seconds.
 KG0305
 KG0305.The orthometric height was determined by differential leveling
 KG0305.and adjusted by the National Geodetic Survey in June 1991..
 KG0305
 KG0305.The geoid height was determined by GEOID03.
 KG0305
 KG0305.The dynamic height is computed by dividing the NAVD 88
 KG0305.geopotential number by the normal gravity value computed on the
 KG0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0305.degrees latitude (g = 980.6199 gals.).
 KG0305
 KG0305.The modeled gravity was interpolated from observed gravity values.
 KG0305
 KG0305;                    North         East    Units  Estimated Accuracy
 KG0305;SPC KS N     -   123,640.      298,470.      MT  (+/- 180 meters Scaled)
 KG0305
 KG0305                          SUPERSEDED SURVEY CONTROL
 KG0305
 KG0305  NGVD 29 (??/??/92)  529.717  (m)         1737.91   (f) ADJ UNCH    2 0
 KG0305
 KG0305.Superseded values are not recommended for survey control.
 KG0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0305.See file dsdata.txt to determine how the superseded data were derived.
 KG0305
 KG0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ845657(NAD 83)
 KG0305_MARKER: DB = BENCH MARK DISK
 KG0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0305_STAMPING: Q 161 1934
 KG0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0305+STABILITY: SURFACE MOTION
 KG0305
 KG0305  HISTORY     - Date     Condition        Report By
 KG0305  HISTORY     - 1934     MONUMENTED       CGS
 KG0305
 KG0305                          STATION DESCRIPTION
 KG0305
 KG0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0305'4.8 MI W FROM WOODSTON.
 KG0305'4.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0305'STATION AT WOODSTON, ROOKS COUNTY, 1 POLE EAST OF THE TENTH
 KG0305'POLE WEST OF MILEPOST 575, 150 FEET WEST OF A SMALL TRESTLE,
 KG0305'100 FEET WEST OF A WHISTLE POST, 45 FEET NORTH OF THE CENTERLINE
 KG0305'OF THE TRACK, AND 12 FEET WEST OF A FENCE CORNER.  A STANDARD
 KG0305'DISK, STAMPED Q 161 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0287 ***********************************************************************
 KG0287  DESIGNATION -  Q 162
 KG0287  PID         -  KG0287
 KG0287  STATE/COUNTY-  KS/ROOKS
 KG0287  USGS QUAD   -  ZURICH (1978)
 KG0287
 KG0287                         *CURRENT SURVEY CONTROL
 KG0287  ___________________________________________________________________
 KG0287* NAD 83(1986)-  39 13 34.     (N)    099 29 38.     (W)     SCALED    
 KG0287* NAVD 88     -       677.551  (meters)    2222.93   (feet)  ADJUSTED  
 KG0287  ___________________________________________________________________
 KG0287  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 KG0287  DYNAMIC HT  -         677.069 (meters)    2221.35  (feet)  COMP
 KG0287  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 KG0287
 KG0287  VERT ORDER  -  SECOND    CLASS 0
 KG0287
 KG0287.The horizontal coordinates were scaled from a topographic map and have
 KG0287.an estimated accuracy of +/- 6 seconds.
 KG0287
 KG0287.The orthometric height was determined by differential leveling
 KG0287.and adjusted by the National Geodetic Survey in June 1991..
 KG0287
 KG0287.The geoid height was determined by GEOID03.
 KG0287
 KG0287.The dynamic height is computed by dividing the NAVD 88
 KG0287.geopotential number by the normal gravity value computed on the
 KG0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0287.degrees latitude (g = 980.6199 gals.).
 KG0287
 KG0287.The modeled gravity was interpolated from observed gravity values.
 KG0287
 KG0287;                    North         East    Units  Estimated Accuracy
 KG0287;SPC KS N     -   100,170.      271,010.      MT  (+/- 180 meters Scaled)
 KG0287
 KG0287                          SUPERSEDED SURVEY CONTROL
 KG0287
 KG0287  NGVD 29 (??/??/92)  677.307  (m)         2222.13   (f) ADJ UNCH    2 0
 KG0287
 KG0287.Superseded values are not recommended for survey control.
 KG0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0287.See file dsdata.txt to determine how the superseded data were derived.
 KG0287
 KG0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ573419(NAD 83)
 KG0287_MARKER: DB = BENCH MARK DISK
 KG0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0287_STAMPING: Q 162 1934
 KG0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0287+STABILITY: SURFACE MOTION
 KG0287
 KG0287  HISTORY     - Date     Condition        Report By
 KG0287  HISTORY     - 1934     MONUMENTED       CGS
 KG0287  HISTORY     - 1941     GOOD             NGS
 KG0287
 KG0287                          STATION DESCRIPTION
 KG0287
 KG0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KG0287'3.2 MI W FROM ZURICH.
 KG0287'3.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0287'AT ZURICH, ROOKS COUNTY, AT A ROAD CROSSING, 17 FEET WEST OF THE
 KG0287'CENTERLINE OF THE ROAD, AND 45 FEET NORTH OF THE CENTERLINE
 KG0287'OF THE TRACK.  A STANDARD DISK, STAMPED Q 162 1934 AND SET IN
 KG0287'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0138 ***********************************************************************
 KG0138  DESIGNATION -  Q 163
 KG0138  PID         -  KG0138
 KG0138  STATE/COUNTY-  KS/RUSSELL
 KG0138  USGS QUAD   -  PARADISE (1978)
 KG0138
 KG0138                         *CURRENT SURVEY CONTROL
 KG0138  ___________________________________________________________________
 KG0138* NAD 83(1986)-  39 06 49.     (N)    098 55 07.     (W)     SCALED    
 KG0138* NAVD 88     -       516.815  (meters)    1695.58   (feet)  ADJUSTED  
 KG0138  ___________________________________________________________________
 KG0138  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 KG0138  DYNAMIC HT  -         516.461 (meters)    1694.42  (feet)  COMP
 KG0138  MODELED GRAV-     979,925.5   (mgal)                       NAVD 88
 KG0138
 KG0138  VERT ORDER  -  SECOND    CLASS 0
 KG0138
 KG0138.The horizontal coordinates were scaled from a topographic map and have
 KG0138.an estimated accuracy of +/- 6 seconds.
 KG0138
 KG0138.The orthometric height was determined by differential leveling
 KG0138.and adjusted by the National Geodetic Survey in June 1991..
 KG0138
 KG0138.The geoid height was determined by GEOID03.
 KG0138
 KG0138.The dynamic height is computed by dividing the NAVD 88
 KG0138.geopotential number by the normal gravity value computed on the
 KG0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0138.degrees latitude (g = 980.6199 gals.).
 KG0138
 KG0138.The modeled gravity was interpolated from observed gravity values.
 KG0138
 KG0138;                    North         East    Units  Estimated Accuracy
 KG0138;SPC KS N     -    87,020.      320,560.      MT  (+/- 180 meters Scaled)
 KG0138
 KG0138                          SUPERSEDED SURVEY CONTROL
 KG0138
 KG0138  NGVD 29 (??/??/92)  516.610  (m)         1694.91   (f) ADJ UNCH    2 0
 KG0138
 KG0138.Superseded values are not recommended for survey control.
 KG0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0138.See file dsdata.txt to determine how the superseded data were derived.
 KG0138
 KG0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ070293(NAD 83)
 KG0138_MARKER: DB = BENCH MARK DISK
 KG0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0138_SP_SET: FOUNDATION
 KG0138_STAMPING: Q 163 1934
 KG0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0138
 KG0138  HISTORY     - Date     Condition        Report By
 KG0138  HISTORY     - 1934     MONUMENTED       CGS
 KG0138  HISTORY     - 1951     GOOD             NGS
 KG0138
 KG0138                          STATION DESCRIPTION
 KG0138
 KG0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0138'AT PARADISE.
 KG0138'AT PARADISE, RUSSELL COUNTY, 125 FEET WEST OF THE UNION PACIFIC
 KG0138'RAILROAD STATION, AT A ROAD CROSSING, 30 FEET WEST OF THE ROAD,
 KG0138'12 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND IN THE WATER
 KG0138'TOWER FOUNDATION.  A STANDARD DISK, STAMPED Q 163 1934.
 KG0138
 KG0138                          STATION RECOVERY (1951)
 KG0138
 KG0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KG0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0132 ***********************************************************************
 KG0132  DESIGNATION -  Q 165
 KG0132  PID         -  KG0132
 KG0132  STATE/COUNTY-  KS/OSBORNE
 KG0132  USGS QUAD   -  DOWNS SOUTH (1979)
 KG0132
 KG0132                         *CURRENT SURVEY CONTROL
 KG0132  ___________________________________________________________________
 KG0132* NAD 83(1986)-  39 26 56.     (N)    098 37 10.     (W)     SCALED    
 KG0132* NAVD 88     -       473.921  (meters)    1554.86   (feet)  ADJUSTED  
 KG0132  ___________________________________________________________________
 KG0132  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 KG0132  DYNAMIC HT  -         473.617 (meters)    1553.86  (feet)  COMP
 KG0132  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 KG0132
 KG0132  VERT ORDER  -  SECOND    CLASS 0
 KG0132
 KG0132.The horizontal coordinates were scaled from a topographic map and have
 KG0132.an estimated accuracy of +/- 6 seconds.
 KG0132
 KG0132.The orthometric height was determined by differential leveling
 KG0132.and adjusted by the National Geodetic Survey in June 1991..
 KG0132
 KG0132.The geoid height was determined by GEOID03.
 KG0132
 KG0132.The dynamic height is computed by dividing the NAVD 88
 KG0132.geopotential number by the normal gravity value computed on the
 KG0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0132.degrees latitude (g = 980.6199 gals.).
 KG0132
 KG0132.The modeled gravity was interpolated from observed gravity values.
 KG0132
 KG0132;                    North         East    Units  Estimated Accuracy
 KG0132;SPC KS N     -   124,020.      346,680.      MT  (+/- 180 meters Scaled)
 KG0132
 KG0132                          SUPERSEDED SURVEY CONTROL
 KG0132
 KG0132  NGVD 29 (??/??/92)  473.731  (m)         1554.23   (f) ADJ UNCH    2 0
 KG0132
 KG0132.Superseded values are not recommended for survey control.
 KG0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0132.See file dsdata.txt to determine how the superseded data were derived.
 KG0132
 KG0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ327666(NAD 83)
 KG0132_MARKER: DB = BENCH MARK DISK
 KG0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0132_STAMPING: Q 165 1934
 KG0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0132+STABILITY: SURFACE MOTION
 KG0132
 KG0132  HISTORY     - Date     Condition        Report By
 KG0132  HISTORY     - 1934     MONUMENTED       CGS
 KG0132
 KG0132                          STATION DESCRIPTION
 KG0132
 KG0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0132'4.5 MI E FROM OSBORNE.
 KG0132'4.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0132'STATION AT OSBORNE, OSBORNE COUNTY, 2 POLES EAST OF THE TWENTIETH
 KG0132'POLE WEST OF MILEPOST 544, AT A ROAD CROSSING, 45 FEET NORTH OF
 KG0132'THE CENTERLINE OF THE TRACK, 20 FEET EAST OF THE ROAD, AND IN
 KG0132'A FENCE CORNER.  A STANDARD DISK, STAMPED Q 165 1934 AND SET
 KG0132'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0459 ***********************************************************************
 KF0459  DESIGNATION -  Q 166
 KF0459  PID         -  KF0459
 KF0459  STATE/COUNTY-  KS/CLOUD
 KF0459  USGS QUAD   -  GLASCO (1979)
 KF0459
 KF0459                         *CURRENT SURVEY CONTROL
 KF0459  ___________________________________________________________________
 KF0459* NAD 83(1986)-  39 21 17.     (N)    097 50 19.     (W)     SCALED    
 KF0459* NAVD 88     -       402.440  (meters)    1320.34   (feet)  ADJUSTED  
 KF0459  ___________________________________________________________________
 KF0459  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 KF0459  DYNAMIC HT  -         402.182 (meters)    1319.49  (feet)  COMP
 KF0459  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 KF0459
 KF0459  VERT ORDER  -  SECOND    CLASS 0
 KF0459
 KF0459.The horizontal coordinates were scaled from a topographic map and have
 KF0459.an estimated accuracy of +/- 6 seconds.
 KF0459
 KF0459.The orthometric height was determined by differential leveling
 KF0459.and adjusted by the National Geodetic Survey in June 1991..
 KF0459
 KF0459.The geoid height was determined by GEOID03.
 KF0459
 KF0459.The dynamic height is computed by dividing the NAVD 88
 KF0459.geopotential number by the normal gravity value computed on the
 KF0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0459.degrees latitude (g = 980.6199 gals.).
 KF0459
 KF0459.The modeled gravity was interpolated from observed gravity values.
 KF0459
 KF0459;                    North         East    Units  Estimated Accuracy
 KF0459;SPC KS N     -   113,400.      413,910.      MT  (+/- 180 meters Scaled)
 KF0459
 KF0459                          SUPERSEDED SURVEY CONTROL
 KF0459
 KF0459  NGVD 29 (??/??/92)  402.304  (m)         1319.89   (f) ADJ UNCH    2 0
 KF0459
 KF0459.Superseded values are not recommended for survey control.
 KF0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0459.See file dsdata.txt to determine how the superseded data were derived.
 KF0459
 KF0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ000567(NAD 83)
 KF0459_MARKER: DB = BENCH MARK DISK
 KF0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0459_STAMPING: Q 166 1934
 KF0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0459+STABILITY: SURFACE MOTION
 KF0459
 KF0459  HISTORY     - Date     Condition        Report By
 KF0459  HISTORY     - 1934     MONUMENTED       CGS
 KF0459  HISTORY     - 1941     GOOD             NGS
 KF0459
 KF0459                          STATION DESCRIPTION
 KF0459
 KF0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KF0459'AT GLASCO.
 KF0459'AT GLASCO, CLOUD COUNTY, ON THE UNION PACIFIC RAILROAD, 800
 KF0459'FEET EAST OF THE STATION, AT MILEAGE 41.48, 70 FEET SOUTHWEST
 KF0459'OF THE STANDARD OIL CO. TANKS, AND 32 FEET SOUTH OF THE CENTERLINE
 KF0459'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED Q 166 1934 AND SET
 KF0459'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1027 ***********************************************************************
 JF1027  DESIGNATION -  Q 167
 JF1027  PID         -  JF1027
 JF1027  STATE/COUNTY-  KS/SALINE
 JF1027  USGS QUAD   -  SALINA (1978)
 JF1027
 JF1027                         *CURRENT SURVEY CONTROL
 JF1027  ___________________________________________________________________
 JF1027* NAD 83(1986)-  38 50 40.     (N)    097 36 52.     (W)     SCALED    
 JF1027* NAVD 88     -       374.811  (meters)    1229.69   (feet)  ADJUSTED  
 JF1027  ___________________________________________________________________
 JF1027  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 JF1027  DYNAMIC HT  -         374.560 (meters)    1228.87  (feet)  COMP
 JF1027  MODELED GRAV-     979,946.9   (mgal)                       NAVD 88
 JF1027
 JF1027  VERT ORDER  -  FIRST     CLASS II
 JF1027
 JF1027.The horizontal coordinates were scaled from a topographic map and have
 JF1027.an estimated accuracy of +/- 6 seconds.
 JF1027
 JF1027.The orthometric height was determined by differential leveling
 JF1027.and adjusted by the National Geodetic Survey in June 1991..
 JF1027
 JF1027.The geoid height was determined by GEOID03.
 JF1027
 JF1027.The dynamic height is computed by dividing the NAVD 88
 JF1027.geopotential number by the normal gravity value computed on the
 JF1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1027.degrees latitude (g = 980.6199 gals.).
 JF1027
 JF1027.The modeled gravity was interpolated from observed gravity values.
 JF1027
 JF1027;                    North         East    Units  Estimated Accuracy
 JF1027;SPC KS N     -    56,810.      433,470.      MT  (+/- 180 meters Scaled)
 JF1027
 JF1027                          SUPERSEDED SURVEY CONTROL
 JF1027
 JF1027  NGVD 29 (??/??/92)  374.721  (m)         1229.40   (f) ADJ UNCH    1 2
 JF1027
 JF1027.Superseded values are not recommended for survey control.
 JF1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1027.See file dsdata.txt to determine how the superseded data were derived.
 JF1027
 JF1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ202004(NAD 83)
 JF1027_MARKER: DB = BENCH MARK DISK
 JF1027_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JF1027_SP_SET: FOUNDATION WALL
 JF1027_STAMPING: Q 167 1934
 JF1027_MARK LOGO: CGS   
 JF1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1027+STABILITY: SURFACE MOTION
 JF1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JF1027+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 JF1027
 JF1027  HISTORY     - Date     Condition        Report By
 JF1027  HISTORY     - 1934     MONUMENTED       CGS
 JF1027  HISTORY     - 1947     GOOD             NGS
 JF1027  HISTORY     - 1952     GOOD             NGS
 JF1027  HISTORY     - 1986     GOOD             NGS
 JF1027  HISTORY     - 20050809 GOOD             GEOCAC
 JF1027
 JF1027                          STATION DESCRIPTION
 JF1027
 JF1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF1027'AT SALINA.
 JF1027'AT SALINA, ALONG THE WEST SIDE OF THE BLOCK OCCUPIED BY THE SALINE
 JF1027'COUNTY COURT HOUSE, ALONG THE EAST SIDE OF TENTH STREET AND ABOUT
 JF1027'MIDWAY BETWEEN WEST ELM STREET AND PARK STREET, IN THE NORTH
 JF1027'WALL OF THE BRICK BOILER HOUSE, 4.0 FEET WEST OF THE NORTHEAST
 JF1027'CORNER OF AND 2.5 FEET EAST OF THE EAST SIDE OF THE NORTH ENTRANCE
 JF1027'DOOR, 3.2 FEET ABOVE THE TOP OF A CONCRETE WALK, SET VERTICALLY
 JF1027'IN THE NORTH WALL OF THE BUILDING.
 JF1027
 JF1027                          STATION RECOVERY (1952)
 JF1027
 JF1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 JF1027'RECOVERED IN GOOD CONDITION.
 JF1027
 JF1027                          STATION RECOVERY (1986)
 JF1027
 JF1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1027'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 JF1027'COURTHOUSE MENTIONED IN THE OLD DESCRIPTION IS NOW THE SENIOR CITIZENS
 JF1027'CENTER.
 JF1027
 JF1027                          STATION RECOVERY (2005)
 JF1027
 JF1027'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JF1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0017 ***********************************************************************
 JG0017  DESIGNATION -  Q 168
 JG0017  PID         -  JG0017
 JG0017  STATE/COUNTY-  KS/ELLSWORTH
 JG0017  USGS QUAD   -  WESTFALL SW (1979)
 JG0017
 JG0017                         *CURRENT SURVEY CONTROL
 JG0017  ___________________________________________________________________
 JG0017* NAD 83(1986)-  38 49 14.     (N)    098 13 29.     (W)     SCALED    
 JG0017* NAVD 88     -       522.555  (meters)    1714.42   (feet)  ADJUSTED  
 JG0017  ___________________________________________________________________
 JG0017  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 JG0017  DYNAMIC HT  -         522.190 (meters)    1713.22  (feet)  COMP
 JG0017  MODELED GRAV-     979,913.8   (mgal)                       NAVD 88
 JG0017
 JG0017  VERT ORDER  -  SECOND    CLASS 0
 JG0017
 JG0017.The horizontal coordinates were scaled from a topographic map and have
 JG0017.an estimated accuracy of +/- 6 seconds.
 JG0017
 JG0017.The orthometric height was determined by differential leveling
 JG0017.and adjusted by the National Geodetic Survey in June 1991..
 JG0017
 JG0017.The geoid height was determined by GEOID03.
 JG0017
 JG0017.The dynamic height is computed by dividing the NAVD 88
 JG0017.geopotential number by the normal gravity value computed on the
 JG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0017.degrees latitude (g = 980.6199 gals.).
 JG0017
 JG0017.The modeled gravity was interpolated from observed gravity values.
 JG0017
 JG0017;                    North         East    Units  Estimated Accuracy
 JG0017;SPC KS N     -    54,110.      380,480.      MT  (+/- 180 meters Scaled)
 JG0017
 JG0017                          SUPERSEDED SURVEY CONTROL
 JG0017
 JG0017  NGVD 29 (??/??/92)  522.401  (m)         1713.91   (f) ADJ UNCH    2 0
 JG0017
 JG0017.Superseded values are not recommended for survey control.
 JG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0017.See file dsdata.txt to determine how the superseded data were derived.
 JG0017
 JG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH673971(NAD 83)
 JG0017_MARKER: DB = BENCH MARK DISK
 JG0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0017_STAMPING: Q 168 1934
 JG0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0017+STABILITY: SURFACE MOTION
 JG0017
 JG0017  HISTORY     - Date     Condition        Report By
 JG0017  HISTORY     - 1934     MONUMENTED       CGS
 JG0017  HISTORY     - 1955     GOOD             NGS
 JG0017  HISTORY     - 1983     MARK NOT FOUND
 JG0017
 JG0017                          STATION DESCRIPTION
 JG0017
 JG0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0017'5.6 MI N FROM ELLSWORTH.
 JG0017'THIS MARK IS 5.6 MILES NORTH ALONG STATE HIGHWAY 14 FROM ITS
 JG0017'JUNCTION WITH U.S. HIGHWAY 40 AT ELLSWORTH, 112 FEET NORTH OF
 JG0017'THE CENTER OF FIELD ENTRANCE, 92 FEET NORTH OF THE NORTH STONE
 JG0017'GATE POST FOR SAME ENTRANCE, 28 FEET EAST OF THE CENTER OF
 JG0017'STATE HIGHWAY 14, AND 1 FOOT WEST OF A FENCE.  THE MARK IS
 JG0017'FLUSH WITH THE GROUND.  A STANDARD DISK, STAMPED Q 168 1934
 JG0017'AND SET IN TOP OF A CONCRETE POST.
 JG0017
 JG0017                          STATION RECOVERY (1955)
 JG0017
 JG0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 JG0017'RECOVERED IN GOOD CONDITION.
 JG0017
 JG0017                          STATION RECOVERY (1983)
 JG0017
 JG0017'RECOVERED 1983
 JG0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0168 ***********************************************************************
 KG0168  DESIGNATION -  Q 169
 KG0168  PID         -  KG0168
 KG0168  STATE/COUNTY-  KS/SMITH
 KG0168  USGS QUAD   -  SMITH CENTER (1973)
 KG0168
 KG0168                         *CURRENT SURVEY CONTROL
 KG0168  ___________________________________________________________________
 KG0168* NAD 83(1986)-  39 46 28.     (N)    098 47 09.     (W)     SCALED    
 KG0168* NAVD 88     -       549.795  (meters)    1803.79   (feet)  ADJUSTED  
 KG0168  ___________________________________________________________________
 KG0168  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 KG0168  DYNAMIC HT  -         549.446 (meters)    1802.64  (feet)  COMP
 KG0168  MODELED GRAV-     979,974.9   (mgal)                       NAVD 88
 KG0168
 KG0168  VERT ORDER  -  SECOND    CLASS 0
 KG0168
 KG0168.The horizontal coordinates were scaled from a topographic map and have
 KG0168.an estimated accuracy of +/- 6 seconds.
 KG0168
 KG0168.The orthometric height was determined by differential leveling
 KG0168.and adjusted by the National Geodetic Survey in June 1991..
 KG0168
 KG0168.The geoid height was determined by GEOID03.
 KG0168
 KG0168.The dynamic height is computed by dividing the NAVD 88
 KG0168.geopotential number by the normal gravity value computed on the
 KG0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0168.degrees latitude (g = 980.6199 gals.).
 KG0168
 KG0168.The modeled gravity was interpolated from observed gravity values.
 KG0168
 KG0168;                    North         East    Units  Estimated Accuracy
 KG0168;SPC KS N     -   160,280.      332,680.      MT  (+/- 180 meters Scaled)
 KG0168
 KG0168                          SUPERSEDED SURVEY CONTROL
 KG0168
 KG0168  NGVD 29 (??/??/92)  549.584  (m)         1803.09   (f) ADJ UNCH    2 0
 KG0168
 KG0168.Superseded values are not recommended for survey control.
 KG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0168.See file dsdata.txt to determine how the superseded data were derived.
 KG0168
 KG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK183027(NAD 83)
 KG0168_MARKER: DB = BENCH MARK DISK
 KG0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0168_SP_SET: CONCRETE FOUNDATION
 KG0168_STAMPING: Q 169 1934
 KG0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0168
 KG0168  HISTORY     - Date     Condition        Report By
 KG0168  HISTORY     - 1934     MONUMENTED       CGS
 KG0168  HISTORY     - 1961     GOOD             NGS
 KG0168
 KG0168                          STATION DESCRIPTION
 KG0168
 KG0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0168'AT SMITH CENTER.
 KG0168'AT SMITH CENTER 50 FEET WEST OF CENTERLINE OF STATE HIGHWAY 8,
 KG0168'45 FEET NORTH OF CENTERLINE OF MAIN TRACK OF C.R.I. AND P.R.R.
 KG0168'IN THE SOUTH SIDE OF S.C. WALKER AND SON PRODUCE CO. BLDG., 10
 KG0168'FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING IN CONCRETE
 KG0168'FOUNDATION 2 FEET ABOVE LEVEL OF GROUND.  NOTE-- THE BUILDING IN
 KG0168'WHICH THE DISK IS IMBEDDED IN A VERTICAL POSITION IS OCCUPIED
 KG0168'BY MINI MAX PROVISIONS, INC.
 KG0168
 KG0168                          STATION RECOVERY (1961)
 KG0168
 KG0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KG0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0428 ***********************************************************************
 HE0428  DESIGNATION -  Q 17
 HE0428  PID         -  HE0428
 HE0428  STATE/COUNTY-  KS/LABETTE
 HE0428  USGS QUAD   -  ALTAMONT (1974)
 HE0428
 HE0428                         *CURRENT SURVEY CONTROL
 HE0428  ___________________________________________________________________
 HE0428* NAD 83(1986)-  37 11 24.     (N)    095 17 50.     (W)     SCALED    
 HE0428* NAVD 88     -       277.460  (meters)     910.30   (feet)  ADJUSTED  
 HE0428  ___________________________________________________________________
 HE0428  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 HE0428  DYNAMIC HT  -         277.238 (meters)     909.57  (feet)  COMP
 HE0428  MODELED GRAV-     979,822.9   (mgal)                       NAVD 88
 HE0428
 HE0428  VERT ORDER  -  FIRST     CLASS II
 HE0428
 HE0428.The horizontal coordinates were scaled from a topographic map and have
 HE0428.an estimated accuracy of +/- 6 seconds.
 HE0428
 HE0428.The orthometric height was determined by differential leveling
 HE0428.and adjusted by the National Geodetic Survey in June 1991..
 HE0428
 HE0428.The geoid height was determined by GEOID03.
 HE0428
 HE0428.The dynamic height is computed by dividing the NAVD 88
 HE0428.geopotential number by the normal gravity value computed on the
 HE0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0428.degrees latitude (g = 980.6199 gals.).
 HE0428
 HE0428.The modeled gravity was interpolated from observed gravity values.
 HE0428
 HE0428;                    North         East    Units  Estimated Accuracy
 HE0428;SPC KS S     -   462,970.      684,320.      MT  (+/- 180 meters Scaled)
 HE0428
 HE0428                          SUPERSEDED SURVEY CONTROL
 HE0428
 HE0428  NGVD 29 (??/??/92)  277.332  (m)          909.88   (f) ADJ UNCH    1 2
 HE0428
 HE0428.Superseded values are not recommended for survey control.
 HE0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0428.See file dsdata.txt to determine how the superseded data were derived.
 HE0428
 HE0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB960184(NAD 83)
 HE0428_MARKER: DB = BENCH MARK DISK
 HE0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0428_STAMPING: Q 17 1933
 HE0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0428+STABILITY: SURFACE MOTION
 HE0428
 HE0428  HISTORY     - Date     Condition        Report By
 HE0428  HISTORY     - 1933     MONUMENTED       CGS
 HE0428  HISTORY     - 1980     GOOD             NGS
 HE0428  HISTORY     - 1980     GOOD             NGS
 HE0428
 HE0428                          STATION DESCRIPTION
 HE0428
 HE0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0428'AT ALTAMONT.
 HE0428'AT ALTAMONT, LABETTE COUNTY, ABOUT 65 FEET NORTHEAST OF THE
 HE0428'ST. LOUIS-SAN FRANCISCO RAILWAY STATION, ABOUT 90 FEET NORTH OF
 HE0428'THE TRACK, BETWEEN THE SIDEWALK AND THE MAIN STREET, AND 3 FEET
 HE0428'NORTH OF AN ELM TREE.  A STANDARD DISK, STAMPED Q 17 1933 AND
 HE0428'SET IN THE TOP OF A CONCRETE POST.
 HE0428
 HE0428                          STATION RECOVERY (1980)
 HE0428
 HE0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0428'AT A RAILROAD CROSSING ON HOUSTON AVENUE, 93.0 FEET NORTH OF THE
 HE0428'NORTH RAIL OF THE MAIN TRACK, 60.0 FEET SOUTH-SOUTHEAST OF THE SOIL
 HE0428'CONSERVATION SERVICE BUILDING AT 600 HOUSTON AVENUE, 37.0 FEET WEST
 HE0428'OF THE CENTERLINE OF HOUSTON AVENUE, THE OLD RAILROAD STATION HAS
 HE0428'BEEN RASED.
 HE0428
 HE0428                          STATION RECOVERY (1980)
 HE0428
 HE0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 HE0428'AT A RAILROAD CROSSING ON HOUSTON AVENUE, 93.0 FEET NORTH OF THE
 HE0428'NORTH RAIL OF THE MAIN TRACK, 60.0 FEET SOUTH-SOUTHEAST OF THE SOIL
 HE0428'CONSERVATION SERVICE BUILDING AT 600 HOUSTON AVENUE, 37.0 FEET WEST
 HE0428'OF THE CENTERLINE OF HOUSTON AVENUE, THE OLD RAILROAD STATION HAS
 HE0428'BEEN RASED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0042 ***********************************************************************
 KG0042  DESIGNATION -  Q 172
 KG0042  PID         -  KG0042
 KG0042  STATE/COUNTY-  KS/JEWELL
 KG0042  USGS QUAD   -  MANKATO (1969)
 KG0042
 KG0042                         *CURRENT SURVEY CONTROL
 KG0042  ___________________________________________________________________
 KG0042* NAD 83(1986)-  39 47 55.     (N)    098 10 29.     (W)     SCALED    
 KG0042* NAVD 88     -       545.159  (meters)    1788.58   (feet)  ADJUSTED  
 KG0042  ___________________________________________________________________
 KG0042  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 KG0042  DYNAMIC HT  -         544.823 (meters)    1787.47  (feet)  COMP
 KG0042  MODELED GRAV-     979,992.4   (mgal)                       NAVD 88
 KG0042
 KG0042  VERT ORDER  -  SECOND    CLASS 0
 KG0042
 KG0042.The horizontal coordinates were scaled from a topographic map and have
 KG0042.an estimated accuracy of +/- 6 seconds.
 KG0042
 KG0042.The orthometric height was determined by differential leveling
 KG0042.and adjusted by the National Geodetic Survey in June 1991..
 KG0042
 KG0042.The geoid height was determined by GEOID03.
 KG0042
 KG0042.The dynamic height is computed by dividing the NAVD 88
 KG0042.geopotential number by the normal gravity value computed on the
 KG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0042.degrees latitude (g = 980.6199 gals.).
 KG0042
 KG0042.The modeled gravity was interpolated from observed gravity values.
 KG0042
 KG0042;                    North         East    Units  Estimated Accuracy
 KG0042;SPC KS N     -   162,680.      385,040.      MT  (+/- 180 meters Scaled)
 KG0042
 KG0042                          SUPERSEDED SURVEY CONTROL
 KG0042
 KG0042  NGVD 29 (??/??/92)  544.959  (m)         1787.92   (f) ADJ UNCH    2 0
 KG0042
 KG0042.Superseded values are not recommended for survey control.
 KG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0042.See file dsdata.txt to determine how the superseded data were derived.
 KG0042
 KG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK706057(NAD 83)
 KG0042_MARKER: DB = BENCH MARK DISK
 KG0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0042_STAMPING: Q 172 1934
 KG0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0042+STABILITY: SURFACE MOTION
 KG0042
 KG0042  HISTORY     - Date     Condition        Report By
 KG0042  HISTORY     - 1934     MONUMENTED       CGS
 KG0042  HISTORY     - 1968     MARK NOT FOUND   USGS
 KG0042
 KG0042                          STATION DESCRIPTION
 KG0042
 KG0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0042'5.2 MI W FROM MONTROSE.
 KG0042'5.2 MILES WEST OF ROCK ISLAND STATION AT MONTROSE 4 POLES EAST
 KG0042'OF MILE POST 220-10, 15 FEET WEST OF A CROSSING, 15 FEET SOUTH
 KG0042'OF THE CENTERLINE OF ROCK ISLAND RR TRACK, NEAR EAST END OF A CUT.
 KG0042
 KG0042                          STATION RECOVERY (1968)
 KG0042
 KG0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KG0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0265 ***********************************************************************
 HE0265  DESIGNATION -  Q 18
 HE0265  PID         -  HE0265
 HE0265  STATE/COUNTY-  KS/CHEROKEE
 HE0265  USGS QUAD   -  CRESTLINE (1978)
 HE0265
 HE0265                         *CURRENT SURVEY CONTROL
 HE0265  ___________________________________________________________________
 HE0265* NAD 83(1986)-  37 10 12.     (N)    094 42 28.     (W)     SCALED    
 HE0265* NAVD 88     -       265.827  (meters)     872.13   (feet)  ADJUSTED  
 HE0265  ___________________________________________________________________
 HE0265  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HE0265  DYNAMIC HT  -         265.614 (meters)     871.44  (feet)  COMP
 HE0265  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 HE0265
 HE0265  VERT ORDER  -  FIRST     CLASS II
 HE0265
 HE0265.The horizontal coordinates were scaled from a topographic map and have
 HE0265.an estimated accuracy of +/- 6 seconds.
 HE0265
 HE0265.The orthometric height was determined by differential leveling
 HE0265.and adjusted by the National Geodetic Survey in June 1991..
 HE0265
 HE0265.The geoid height was determined by GEOID03.
 HE0265
 HE0265.The dynamic height is computed by dividing the NAVD 88
 HE0265.geopotential number by the normal gravity value computed on the
 HE0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0265.degrees latitude (g = 980.6199 gals.).
 HE0265
 HE0265.The modeled gravity was interpolated from observed gravity values.
 HE0265
 HE0265;                    North         East    Units  Estimated Accuracy
 HE0265;SPC KS S     -   462,710.      736,710.      MT  (+/- 180 meters Scaled)
 HE0265
 HE0265                          SUPERSEDED SURVEY CONTROL
 HE0265
 HE0265  NGVD 29 (??/??/92)  265.724  (m)          871.80   (f) ADJ UNCH    1 2
 HE0265
 HE0265.Superseded values are not recommended for survey control.
 HE0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0265.See file dsdata.txt to determine how the superseded data were derived.
 HE0265
 HE0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB483150(NAD 83)
 HE0265_MARKER: DB = BENCH MARK DISK
 HE0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0265_STAMPING: Q 18 1933
 HE0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0265+STABILITY: SURFACE MOTION
 HE0265
 HE0265  HISTORY     - Date     Condition        Report By
 HE0265  HISTORY     - 1933     MONUMENTED       CGS
 HE0265  HISTORY     - 1944     GOOD             NGS
 HE0265
 HE0265                          STATION DESCRIPTION
 HE0265
 HE0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0265'AT CRESTLINE.
 HE0265'AT CRESTLINE, CHEROKEE COUNTY, 4 POLES WEST OF THE ST. LOUIS-SAN
 HE0265'FRANCISCO RAILWAY STATION, 10 POLES WEST OF MILEPOST 336, 2 RAILS
 HE0265'EAST OF A TOOL HOUSE, 42 FEET SOUTH OF THE CENTERLINE OF THE
 HE0265'TRACK, AND 3 FEET NORTH OF A FENCE.  A STANDARD DISK SET IN THE
 HE0265'TOP OF A CONCRETE POST.  NOTE-- TOOL HOUSE MENTIONED IN THE
 HE0265'DESCRIPTION IS GONE.
 HE0265
 HE0265                          STATION RECOVERY (1944)
 HE0265
 HE0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HE0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0370 ***********************************************************************
 HG0370  DESIGNATION -  Q 181
 HG0370  PID         -  HG0370
 HG0370  STATE/COUNTY-  KS/KIOWA
 HG0370  USGS QUAD   -  GREENSBURG (1969)
 HG0370
 HG0370                         *CURRENT SURVEY CONTROL
 HG0370  ___________________________________________________________________
 HG0370* NAD 83(1986)-  37 35 11.     (N)    099 19 18.     (W)     SCALED    
 HG0370* NAVD 88     -       688.984  (meters)    2260.44   (feet)  ADJUSTED  
 HG0370  ___________________________________________________________________
 HG0370  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 HG0370  DYNAMIC HT  -         688.388 (meters)    2258.49  (feet)  COMP
 HG0370  MODELED GRAV-     979,742.7   (mgal)                       NAVD 88
 HG0370
 HG0370  VERT ORDER  -  SECOND    CLASS 0
 HG0370
 HG0370.The horizontal coordinates were scaled from a topographic map and have
 HG0370.an estimated accuracy of +/- 6 seconds.
 HG0370
 HG0370.The orthometric height was determined by differential leveling
 HG0370.and adjusted by the National Geodetic Survey in June 1991..
 HG0370
 HG0370.The geoid height was determined by GEOID03.
 HG0370
 HG0370.The dynamic height is computed by dividing the NAVD 88
 HG0370.geopotential number by the normal gravity value computed on the
 HG0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0370.degrees latitude (g = 980.6199 gals.).
 HG0370
 HG0370.The modeled gravity was interpolated from observed gravity values.
 HG0370
 HG0370;                    North         East    Units  Estimated Accuracy
 HG0370;SPC KS S     -   502,400.      327,430.      MT  (+/- 180 meters Scaled)
 HG0370
 HG0370                          SUPERSEDED SURVEY CONTROL
 HG0370
 HG0370  NGVD 29 (??/??/92)  688.691  (m)         2259.48   (f) ADJ UNCH    2 0
 HG0370
 HG0370.Superseded values are not recommended for survey control.
 HG0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0370.See file dsdata.txt to determine how the superseded data were derived.
 HG0370
 HG0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG716599(NAD 83)
 HG0370_MARKER: DB = BENCH MARK DISK
 HG0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0370_STAMPING: Q-181 1934
 HG0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0370+STABILITY: SURFACE MOTION
 HG0370
 HG0370  HISTORY     - Date     Condition        Report By
 HG0370  HISTORY     - 1934     MONUMENTED       CGS
 HG0370  HISTORY     - 1967     MARK NOT FOUND   USGS
 HG0370
 HG0370                          STATION DESCRIPTION
 HG0370
 HG0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0370'3 MI S FROM GREENSBURG.
 HG0370'3.0 MILES SOUTH OF GREENSBURG C.R.I. AND P.RR. STATION 0.1 MILES
 HG0370'NORTHEAST OF SCHOOL HOUSE, 95 FEET WEST OF JUNCTION OF U.S.
 HG0370'HIGHWAY 54 AND KANSAS STATE HIGHWAY 1, 60 FEET NORTHEAST OF STATE
 HG0370'HIGHWAY 1, 45 FEET SOUTH OF U.S. HIGHWAY 54.  NOTE-- INTERSECTION
 HG0370'OF HIGHWAYS HAS BEEN CHANGED.
 HG0370
 HG0370                          STATION RECOVERY (1967)
 HG0370
 HG0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HG0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0265 ***********************************************************************
 HG0265  DESIGNATION -  Q 183
 HG0265  PID         -  HG0265
 HG0265  STATE/COUNTY-  KS/BARBER
 HG0265  USGS QUAD   -  MEDICINE LODGE (1973)
 HG0265
 HG0265                         *CURRENT SURVEY CONTROL
 HG0265  ___________________________________________________________________
 HG0265* NAD 83(1986)-  37 16 53.     (N)    098 35 21.     (W)     SCALED    
 HG0265* NAVD 88     -       449.558  (meters)    1474.92   (feet)  ADJUSTED  
 HG0265  ___________________________________________________________________
 HG0265  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 HG0265  DYNAMIC HT  -         449.175 (meters)    1473.67  (feet)  COMP
 HG0265  MODELED GRAV-     979,763.5   (mgal)                       NAVD 88
 HG0265
 HG0265  VERT ORDER  -  SECOND    CLASS 0
 HG0265
 HG0265.The horizontal coordinates were scaled from a topographic map and have
 HG0265.an estimated accuracy of +/- 6 seconds.
 HG0265
 HG0265.The orthometric height was determined by differential leveling
 HG0265.and adjusted by the National Geodetic Survey in June 1991..
 HG0265
 HG0265.The geoid height was determined by GEOID03.
 HG0265
 HG0265.The dynamic height is computed by dividing the NAVD 88
 HG0265.geopotential number by the normal gravity value computed on the
 HG0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0265.degrees latitude (g = 980.6199 gals.).
 HG0265
 HG0265.The modeled gravity was interpolated from observed gravity values.
 HG0265
 HG0265;                    North         East    Units  Estimated Accuracy
 HG0265;SPC KS S     -   468,230.      392,090.      MT  (+/- 180 meters Scaled)
 HG0265
 HG0265                          SUPERSEDED SURVEY CONTROL
 HG0265
 HG0265  NGVD 29 (??/??/92)  449.354  (m)         1474.26   (f) ADJ UNCH    2 0
 HG0265
 HG0265.Superseded values are not recommended for survey control.
 HG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0265.See file dsdata.txt to determine how the superseded data were derived.
 HG0265
 HG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG364261(NAD 83)
 HG0265_MARKER: DB = BENCH MARK DISK
 HG0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0265_STAMPING: Q 183 1934
 HG0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0265+STABILITY: SURFACE MOTION
 HG0265
 HG0265  HISTORY     - Date     Condition        Report By
 HG0265  HISTORY     - 1934     MONUMENTED       CGS
 HG0265  HISTORY     - 1940     GOOD             NGS
 HG0265
 HG0265                          STATION DESCRIPTION
 HG0265
 HG0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0265'AT MEDICINE LODGE.
 HG0265'AT MEDICINE LODGE ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA, AND
 HG0265'SANTA FE RR.  250 FEET WEST OF DEPOT.  45 FEET WEST OF WATER
 HG0265'TANK.  10 FEET NORTH OF NEAREST RAIL OF MAIN TRACK.  3.0 FEET
 HG0265'SOUTHEAST OF 4X4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.5
 HG0265'FEET.  STD. DISK BM IS CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0290 ***********************************************************************
 HG0290  DESIGNATION -  Q 184
 HG0290  PID         -  HG0290
 HG0290  STATE/COUNTY-  KS/BARBER
 HG0290  USGS QUAD   -  MEDICINE LODGE (1973)
 HG0290
 HG0290                         *CURRENT SURVEY CONTROL
 HG0290  ___________________________________________________________________
 HG0290* NAD 83(1986)-  37 20 26.     (N)    098 35 14.     (W)     SCALED    
 HG0290* NAVD 88     -       500.983  (meters)    1643.64   (feet)  ADJUSTED  
 HG0290  ___________________________________________________________________
 HG0290  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 HG0290  DYNAMIC HT  -         500.555 (meters)    1642.24  (feet)  COMP
 HG0290  MODELED GRAV-     979,760.9   (mgal)                       NAVD 88
 HG0290
 HG0290  VERT ORDER  -  SECOND    CLASS 0
 HG0290
 HG0290.The horizontal coordinates were scaled from a topographic map and have
 HG0290.an estimated accuracy of +/- 6 seconds.
 HG0290
 HG0290.The orthometric height was determined by differential leveling
 HG0290.and adjusted by the National Geodetic Survey in June 1991..
 HG0290
 HG0290.The geoid height was determined by GEOID03.
 HG0290
 HG0290.The dynamic height is computed by dividing the NAVD 88
 HG0290.geopotential number by the normal gravity value computed on the
 HG0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0290.degrees latitude (g = 980.6199 gals.).
 HG0290
 HG0290.The modeled gravity was interpolated from observed gravity values.
 HG0290
 HG0290;                    North         East    Units  Estimated Accuracy
 HG0290;SPC KS S     -   474,800.      392,270.      MT  (+/- 180 meters Scaled)
 HG0290
 HG0290                          SUPERSEDED SURVEY CONTROL
 HG0290
 HG0290  NGVD 29 (??/??/92)  500.770  (m)         1642.94   (f) ADJ UNCH    2 0
 HG0290
 HG0290.Superseded values are not recommended for survey control.
 HG0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0290.See file dsdata.txt to determine how the superseded data were derived.
 HG0290
 HG0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG365327(NAD 83)
 HG0290_MARKER: DB = BENCH MARK DISK
 HG0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0290_STAMPING: Q 184 1934
 HG0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0290+STABILITY: SURFACE MOTION
 HG0290
 HG0290  HISTORY     - Date     Condition        Report By
 HG0290  HISTORY     - 1934     MONUMENTED       CGS
 HG0290  HISTORY     - 1943     GOOD             NGS
 HG0290
 HG0290                          STATION DESCRIPTION
 HG0290
 HG0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0290'4.7 MI NW FROM MEDICINE LODGE.
 HG0290'4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE LINCOLN
 HG0290'LIBRARY AT MEDICINE LODGE, BARBER COUNTY, AT GRANDVIEW DISTRICT
 HG0290'NO. 82 SCHOOL, 90 FEET NORTHWEST OF THE SCHOOLHOUSE, 30 FEET
 HG0290'NORTH OF THE DRIVEWAY TO THE SCHOOLYARD, AND 35 FEET EAST OF THE
 HG0290'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED Q 184
 HG0290'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0290
 HG0290                          STATION RECOVERY (1943)
 HG0290
 HG0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 HG0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0224 ***********************************************************************
 HG0224  DESIGNATION -  Q 185
 HG0224  PID         -  HG0224
 HG0224  STATE/COUNTY-  KS/HARPER
 HG0224  USGS QUAD   -  SPRING (1972)
 HG0224
 HG0224                         *CURRENT SURVEY CONTROL
 HG0224  ___________________________________________________________________
 HG0224* NAD 83(1986)-  37 07 22.     (N)    098 04 00.     (W)     SCALED    
 HG0224* NAVD 88     -       396.485  (meters)    1300.80   (feet)  ADJUSTED  
 HG0224  ___________________________________________________________________
 HG0224  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 HG0224  DYNAMIC HT  -         396.152 (meters)    1299.71  (feet)  COMP
 HG0224  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 HG0224
 HG0224  VERT ORDER  -  SECOND    CLASS 0
 HG0224
 HG0224.The horizontal coordinates were scaled from a topographic map and have
 HG0224.an estimated accuracy of +/- 6 seconds.
 HG0224
 HG0224.The orthometric height was determined by differential leveling
 HG0224.and adjusted by the National Geodetic Survey in June 1991..
 HG0224
 HG0224.The geoid height was determined by GEOID03.
 HG0224
 HG0224.The dynamic height is computed by dividing the NAVD 88
 HG0224.geopotential number by the normal gravity value computed on the
 HG0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0224.degrees latitude (g = 980.6199 gals.).
 HG0224
 HG0224.The modeled gravity was interpolated from observed gravity values.
 HG0224
 HG0224;                    North         East    Units  Estimated Accuracy
 HG0224;SPC KS S     -   450,710.      438,510.      MT  (+/- 180 meters Scaled)
 HG0224
 HG0224                          SUPERSEDED SURVEY CONTROL
 HG0224
 HG0224  NGVD 29 (??/??/92)  396.360  (m)         1300.39   (f) ADJ UNCH    2 0
 HG0224
 HG0224.Superseded values are not recommended for survey control.
 HG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0224.See file dsdata.txt to determine how the superseded data were derived.
 HG0224
 HG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG829089(NAD 83)
 HG0224_MARKER: DB = BENCH MARK DISK
 HG0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0224_STAMPING: Q 185 1934
 HG0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0224+STABILITY: SURFACE MOTION
 HG0224
 HG0224  HISTORY     - Date     Condition        Report By
 HG0224  HISTORY     - 1934     MONUMENTED       CGS
 HG0224  HISTORY     - 1972     GOOD             USGS
 HG0224  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0224
 HG0224                          STATION DESCRIPTION
 HG0224
 HG0224'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HG0224'2.7 MI S FROM ANTHONY.
 HG0224'2.7 MI SOUTH ALONG THE ABANDONED AT AND SF RR FROM THE STATION AT
 HG0224'ANTHONY, 2.0 MI. SOUTH AND 2.0 MI. WEST OF, TPE. 33 AND 34 S.,
 HG0224'R. 7 W., NEAR QUARTER COR. BETWEEN SECS. 3 AND 34, 87 FT. SOUTH
 HG0224'AND 40 FT. WEST OF CENTER LINE OF N-S RD.  OPP. GRASSY TRIANGLE.
 HG0224'8 FT. SOUTH AND 5 FT. WEST OF TELEPHONE POLE, IN A CONC. POST,
 HG0224'STD. U.S.C. AND G.S. DISK STAMPED Q 185 1934.
 HG0224
 HG0224                          STATION RECOVERY (1986)
 HG0224
 HG0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0224'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0352 ***********************************************************************
 JH0352  DESIGNATION -  Q 19 RESET
 JH0352  PID         -  JH0352
 JH0352  STATE/COUNTY-  KS/GREELEY
 JH0352  USGS QUAD   -  NORTH OF TRIBUNE (1970)
 JH0352
 JH0352                         *CURRENT SURVEY CONTROL
 JH0352  ___________________________________________________________________
 JH0352* NAD 83(1986)-  38 32 59.     (N)    101 45 09.     (W)     SCALED    
 JH0352* NAVD 88     -      1099.29   (meters)    3606.6    (feet)  RESET     
 JH0352  ___________________________________________________________________
 JH0352  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 JH0352
 JH0352  VERT ORDER  -  THIRD
 JH0352
 JH0352.The horizontal coordinates were scaled from a topographic map and have
 JH0352.an estimated accuracy of +/- 6 seconds.
 JH0352
 JH0352.The orthometric height was computed from unverified reset data.
 JH0352
 JH0352.The geoid height was determined by GEOID03.
 JH0352
 JH0352;                    North         East    Units  Estimated Accuracy
 JH0352;SPC KS S     -   613,940.      116,530.      MT  (+/- 180 meters Scaled)
 JH0352
 JH0352                          SUPERSEDED SURVEY CONTROL
 JH0352
 JH0352.No superseded survey control is available for this station.
 JH0352
 JH0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH601704(NAD 83)
 JH0352_MARKER: DB = BENCH MARK DISK
 JH0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JH0352_SP_SET: BRIDGE
 JH0352_STAMPING: Q 19 RESET 1939
 JH0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0352
 JH0352  HISTORY     - Date     Condition        Report By
 JH0352  HISTORY     - 1939     MONUMENTED       CGS
 JH0352  HISTORY     - 1968     GOOD             USGS
 JH0352
 JH0352                          STATION DESCRIPTION
 JH0352
 JH0352'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JH0352'5.5 MI N FROM TRIBUNE.
 JH0352'TRIBUNE, 5.5 MI. N. ALONG STATE HIGHWAY 27 FROM, NEAR N. 1/16
 JH0352'COR. BETWEEN SECS. 28 AND 29, T. 17 S., R. 40 W., AT A CONCRETE
 JH0352'BRIDGE, 17 FT. E. OF CENTER OF HWY., 0.5 FT. LOWER THAN
 JH0352'CENTER OF HWY. AT CENTER OF BRIDGE, 9.6 FT. ABOVE DRAIN BED,
 JH0352'SET IN THE TOP OF NE. CONCRETE WINGWALL, A STANDARD DISK,
 JH0352'STAMPED Q 19 RESET 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0045 ***********************************************************************
 JH0045  DESIGNATION -  Q 190
 JH0045  PID         -  JH0045
 JH0045  STATE/COUNTY-  KS/FINNEY
 JH0045  USGS QUAD   -  KALVESTA (1974)
 JH0045
 JH0045                         *CURRENT SURVEY CONTROL
 JH0045  ___________________________________________________________________
 JH0045* NAD 83(1986)-  38 03 33.     (N)    100 17 11.     (W)     SCALED    
 JH0045* NAVD 88     -       813.504  (meters)    2668.97   (feet)  ADJUSTED  
 JH0045  ___________________________________________________________________
 JH0045  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 JH0045  DYNAMIC HT  -         812.812 (meters)    2666.70  (feet)  COMP
 JH0045  MODELED GRAV-     979,750.9   (mgal)                       NAVD 88
 JH0045
 JH0045  VERT ORDER  -  SECOND    CLASS 0
 JH0045
 JH0045.The horizontal coordinates were scaled from a topographic map and have
 JH0045.an estimated accuracy of +/- 6 seconds.
 JH0045
 JH0045.The orthometric height was determined by differential leveling
 JH0045.and adjusted by the National Geodetic Survey in June 1991..
 JH0045
 JH0045.The geoid height was determined by GEOID03.
 JH0045
 JH0045.The dynamic height is computed by dividing the NAVD 88
 JH0045.geopotential number by the normal gravity value computed on the
 JH0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0045.degrees latitude (g = 980.6199 gals.).
 JH0045
 JH0045.The modeled gravity was interpolated from observed gravity values.
 JH0045
 JH0045;                    North         East    Units  Estimated Accuracy
 JH0045;SPC KS S     -   556,050.      243,240.      MT  (+/- 180 meters Scaled)
 JH0045
 JH0045                          SUPERSEDED SURVEY CONTROL
 JH0045
 JH0045  NGVD 29 (??/??/92)  813.201  (m)         2667.98   (f) ADJ UNCH    2 0
 JH0045
 JH0045.Superseded values are not recommended for survey control.
 JH0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0045.See file dsdata.txt to determine how the superseded data were derived.
 JH0045
 JH0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH871131(NAD 83)
 JH0045_MARKER: DB = BENCH MARK DISK
 JH0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0045_STAMPING: Q-190 1934
 JH0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0045+STABILITY: SURFACE MOTION
 JH0045
 JH0045  HISTORY     - Date     Condition        Report By
 JH0045  HISTORY     - 1934     MONUMENTED       CGS
 JH0045  HISTORY     - 1945     GOOD             LOCSUR
 JH0045
 JH0045                          STATION DESCRIPTION
 JH0045
 JH0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0045'AT KALVESTA.
 JH0045'AT KALVESTA 75 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 JH0045'50-N.  3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE POST OFFICE.
 JH0045'NOTE-- THE FORMER POST OFFICE BLDG IS USED AS A HARDWARE STORE.
 JH0045'IT IS AT THE SAME LOCATION THE POST OFFICE WAS WHEN THE MARKER
 JH0045'WAS PLACED THERE SO THE MARKER HASNT BEEN MOVED IN ANY WAY.
 JH0045
 JH0045                          STATION RECOVERY (1945)
 JH0045
 JH0045'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 JH0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0200 ***********************************************************************
 HH0200  DESIGNATION -  Q 191
 HH0200  PID         -  HH0200
 HH0200  STATE/COUNTY-  KS/GRAY
 HH0200  USGS QUAD   -  COPELAND SE (1969)
 HH0200
 HH0200                         *CURRENT SURVEY CONTROL
 HH0200  ___________________________________________________________________
 HH0200* NAD 83(1986)-  37 33 45.     (N)    100 33 55.     (W)     SCALED    
 HH0200* NAVD 88     -       836.501  (meters)    2744.42   (feet)  ADJUSTED  
 HH0200  ___________________________________________________________________
 HH0200  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HH0200  DYNAMIC HT  -         835.729 (meters)    2741.89  (feet)  COMP
 HH0200  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 HH0200
 HH0200  VERT ORDER  -  SECOND    CLASS 0
 HH0200
 HH0200.The horizontal coordinates were scaled from a topographic map and have
 HH0200.an estimated accuracy of +/- 6 seconds.
 HH0200
 HH0200.The orthometric height was determined by differential leveling
 HH0200.and adjusted by the National Geodetic Survey in June 1991..
 HH0200
 HH0200.The geoid height was determined by GEOID03.
 HH0200
 HH0200.The dynamic height is computed by dividing the NAVD 88
 HH0200.geopotential number by the normal gravity value computed on the
 HH0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0200.degrees latitude (g = 980.6199 gals.).
 HH0200
 HH0200.The modeled gravity was interpolated from observed gravity values.
 HH0200
 HH0200;                    North         East    Units  Estimated Accuracy
 HH0200;SPC KS S     -   501,450.      217,550.      MT  (+/- 180 meters Scaled)
 HH0200
 HH0200                          SUPERSEDED SURVEY CONTROL
 HH0200
 HH0200  NGVD 29 (??/??/92)  836.137  (m)         2743.23   (f) ADJ UNCH    2 0
 HH0200
 HH0200.Superseded values are not recommended for survey control.
 HH0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0200.See file dsdata.txt to determine how the superseded data were derived.
 HH0200
 HH0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG617584(NAD 83)
 HH0200_MARKER: DB = BENCH MARK DISK
 HH0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0200_STAMPING: Q 191 1934
 HH0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0200+STABILITY: SURFACE MOTION
 HH0200
 HH0200  HISTORY     - Date     Condition        Report By
 HH0200  HISTORY     - 1934     MONUMENTED       CGS
 HH0200  HISTORY     - 1963     MARK NOT FOUND   LOCSUR
 HH0200
 HH0200                          STATION DESCRIPTION
 HH0200
 HH0200'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1963
 HH0200'3.8 MI NE FROM COPELAND.
 HH0200'ABOUT 3.8 MILES NORTHEAST ALONG THE AT AND SF RY. FROM THE
 HH0200'STATION AT COPELAND, GRAY CO., ABOUT 95 FEET NORTHWEST OF THE
 HH0200'NINTH POLE SOUTHWEST OF MILEPOST 33, ABOUT 50 FEET NORTHWEST
 HH0200'OF THE CENTER LINE OF THE TRACK, AND 36 FEET NORTH OF THE
 HH0200'CENTER LINE OF AN EAST-WEST ROAD.  A STANDARD DISK STAMPED
 HH0200'Q 191 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 HH0200'LOCATION FALLS NEAR THE INTERSECTION OF KANSAS STATE HWY.
 HH0200'144 AND U.S. HWY. 56 SO BENCH MARK MAY BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0555 ***********************************************************************
 HG0555  DESIGNATION -  Q 192
 HG0555  PID         -  HG0555
 HG0555  STATE/COUNTY-  KS/FORD
 HG0555  USGS QUAD   -  BELLEFONT (1972)
 HG0555
 HG0555                         *CURRENT SURVEY CONTROL
 HG0555  ___________________________________________________________________
 HG0555* NAD 83(1986)-  37 52 28.     (N)    099 38 46.     (W)     SCALED    
 HG0555* NAVD 88     -       716.174  (meters)    2349.65   (feet)  ADJUSTED  
 HG0555  ___________________________________________________________________
 HG0555  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HG0555  DYNAMIC HT  -         715.574 (meters)    2347.68  (feet)  COMP
 HG0555  MODELED GRAV-     979,768.0   (mgal)                       NAVD 88
 HG0555
 HG0555  VERT ORDER  -  SECOND    CLASS 0
 HG0555
 HG0555.The horizontal coordinates were scaled from a topographic map and have
 HG0555.an estimated accuracy of +/- 6 seconds.
 HG0555
 HG0555.The orthometric height was determined by differential leveling
 HG0555.and adjusted by the National Geodetic Survey in June 1991..
 HG0555
 HG0555.The geoid height was determined by GEOID03.
 HG0555
 HG0555.The dynamic height is computed by dividing the NAVD 88
 HG0555.geopotential number by the normal gravity value computed on the
 HG0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0555.degrees latitude (g = 980.6199 gals.).
 HG0555
 HG0555.The modeled gravity was interpolated from observed gravity values.
 HG0555
 HG0555;                    North         East    Units  Estimated Accuracy
 HG0555;SPC KS S     -   534,670.      299,170.      MT  (+/- 180 meters Scaled)
 HG0555
 HG0555                          SUPERSEDED SURVEY CONTROL
 HG0555
 HG0555  NGVD 29 (??/??/92)  715.883  (m)         2348.69   (f) ADJ UNCH    2 0
 HG0555
 HG0555.Superseded values are not recommended for survey control.
 HG0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0555.See file dsdata.txt to determine how the superseded data were derived.
 HG0555
 HG0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG431920(NAD 83)
 HG0555_MARKER: DB = BENCH MARK DISK
 HG0555_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HG0555_SP_SET: BRIDGE
 HG0555_STAMPING: Q 192 1934
 HG0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0555
 HG0555  HISTORY     - Date     Condition        Report By
 HG0555  HISTORY     - 1934     MONUMENTED       CGS
 HG0555  HISTORY     - 1971     MARK NOT FOUND   USGS
 HG0555
 HG0555                          STATION DESCRIPTION
 HG0555
 HG0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0555'6.3 MI E FROM SPEARVILLE.
 HG0555'ABOUT 6.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0555'RAILWAY FROM THE MAIN STREET CROSSING AT SPEARVILLE, FORD COUNTY,
 HG0555'ABOUT 11 POLES EAST OF MILEPOST 330, IN THE CENTER OF THE NORTH
 HG0555'FACE OF CONCRETE BRIDGE 329A, 18 FEET NORTH OF THE CENTER LINE
 HG0555'OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A STANDARD
 HG0555'DISK, STAMPED Q 192 1934.
 HG0555
 HG0555                          STATION RECOVERY (1971)
 HG0555
 HG0555'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HG0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0382 ***********************************************************************
 HG0382  DESIGNATION -  Q 193
 HG0382  PID         -  HG0382
 HG0382  STATE/COUNTY-  KS/EDWARDS
 HG0382  USGS QUAD   -  CENTERVIEW (1972)
 HG0382
 HG0382                         *CURRENT SURVEY CONTROL
 HG0382  ___________________________________________________________________
 HG0382* NAD 83(1986)-  37 49 33.     (N)    099 22 11.     (W)     SCALED    
 HG0382* NAVD 88     -       676.390  (meters)    2219.12   (feet)  ADJUSTED  
 HG0382  ___________________________________________________________________
 HG0382  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 HG0382  DYNAMIC HT  -         675.829 (meters)    2217.28  (feet)  COMP
 HG0382  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 HG0382
 HG0382  VERT ORDER  -  SECOND    CLASS 0
 HG0382
 HG0382.The horizontal coordinates were scaled from a topographic map and have
 HG0382.an estimated accuracy of +/- 6 seconds.
 HG0382
 HG0382.The orthometric height was determined by differential leveling
 HG0382.and adjusted by the National Geodetic Survey in June 1991..
 HG0382
 HG0382.The geoid height was determined by GEOID03.
 HG0382
 HG0382.The dynamic height is computed by dividing the NAVD 88
 HG0382.geopotential number by the normal gravity value computed on the
 HG0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0382.degrees latitude (g = 980.6199 gals.).
 HG0382
 HG0382.The modeled gravity was interpolated from observed gravity values.
 HG0382
 HG0382;                    North         East    Units  Estimated Accuracy
 HG0382;SPC KS S     -   529,010.      323,440.      MT  (+/- 180 meters Scaled)
 HG0382
 HG0382                          SUPERSEDED SURVEY CONTROL
 HG0382
 HG0382  NGVD 29 (??/??/92)  676.123  (m)         2218.25   (f) ADJ UNCH    2 0
 HG0382
 HG0382.Superseded values are not recommended for survey control.
 HG0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0382.See file dsdata.txt to determine how the superseded data were derived.
 HG0382
 HG0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG674865(NAD 83)
 HG0382_MARKER: DB = BENCH MARK DISK
 HG0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0382_STAMPING: Q-193 1934
 HG0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0382+STABILITY: SURFACE MOTION
 HG0382
 HG0382  HISTORY     - Date     Condition        Report By
 HG0382  HISTORY     - 1934     MONUMENTED       CGS
 HG0382
 HG0382                          STATION DESCRIPTION
 HG0382
 HG0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0382'7.6 MI S FROM KINSLEY.
 HG0382'7.6 MILES SOUTH OF AT AND SF RR DEPOT AT KINSLEY 39 FEET NORTH OF
 HG0382'CENTERLINE OF STATE HIGHWAY 1.  108 FEET NORTH OF THE NORTHWEST
 HG0382'CORNER OF LARGE WHITE FRAME FARM HOUSE.  33 FEET WEST OF SIDE
 HG0382'ROAD TO THE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0383 ***********************************************************************
 HG0383  DESIGNATION -  Q 193 RESET
 HG0383  PID         -  HG0383
 HG0383  STATE/COUNTY-  KS/EDWARDS
 HG0383  USGS QUAD   -  CENTERVIEW (1972)
 HG0383
 HG0383                         *CURRENT SURVEY CONTROL
 HG0383  ___________________________________________________________________
 HG0383* NAD 83(1986)-  37 49 33.     (N)    099 22 11.     (W)     SCALED    
 HG0383* NAVD 88     -       676.50   (meters)    2219.5    (feet)  RESET     
 HG0383  ___________________________________________________________________
 HG0383  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 HG0383
 HG0383  VERT ORDER  -  THIRD
 HG0383
 HG0383.The horizontal coordinates were scaled from a topographic map and have
 HG0383.an estimated accuracy of +/- 6 seconds.
 HG0383
 HG0383.The orthometric height was computed from unverified reset data.
 HG0383
 HG0383.The geoid height was determined by GEOID03.
 HG0383
 HG0383;                    North         East    Units  Estimated Accuracy
 HG0383;SPC KS S     -   529,010.      323,440.      MT  (+/- 180 meters Scaled)
 HG0383
 HG0383                          SUPERSEDED SURVEY CONTROL
 HG0383
 HG0383.No superseded survey control is available for this station.
 HG0383
 HG0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG674865(NAD 83)
 HG0383_MARKER: DB = BENCH MARK DISK
 HG0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0383_STAMPING: Q 193 RESET 1965
 HG0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0383+STABILITY: SURFACE MOTION
 HG0383
 HG0383  HISTORY     - Date     Condition        Report By
 HG0383  HISTORY     - 1965     MONUMENTED       LOCENG
 HG0383
 HG0383                          STATION DESCRIPTION
 HG0383
 HG0383'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 HG0383'7 MI SE FROM KINSLEY.
 HG0383'ABOUT 6.0 MILES SOUTH SOUTHEAST ON U.S. 183 FROM SOUTH CITY
 HG0383'LIMITS OF KINSLEY, KANSAS TO JUNCTION OF 183 AND FAS 220, THENCE,
 HG0383'1 MILE EAST TO BENCH MARK LOCATED 45 FEET LEFT OF STATION 46+07,
 HG0383'NW. OF SECTION CORNER 35 AND 36, T25S, R19W, SET IN THE TOP OF A
 HG0383'ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0529 ***********************************************************************
 JG0529  DESIGNATION -  Q 194
 JG0529  PID         -  JG0529
 JG0529  STATE/COUNTY-  KS/NESS
 JG0529  USGS QUAD   -  MC CRACKEN SW (1966)
 JG0529
 JG0529                         *CURRENT SURVEY CONTROL
 JG0529  ___________________________________________________________________
 JG0529* NAD 83(1986)-  38 36 00.     (N)    099 41 35.     (W)     SCALED    
 JG0529* NAVD 88     -       695.758  (meters)    2282.67   (feet)  ADJUSTED  
 JG0529  ___________________________________________________________________
 JG0529  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0529  DYNAMIC HT  -         695.211 (meters)    2280.87  (feet)  COMP
 JG0529  MODELED GRAV-     979,820.5   (mgal)                       NAVD 88
 JG0529
 JG0529  VERT ORDER  -  SECOND    CLASS 0
 JG0529
 JG0529.The horizontal coordinates were scaled from a topographic map and have
 JG0529.an estimated accuracy of +/- 6 seconds.
 JG0529
 JG0529.The orthometric height was determined by differential leveling
 JG0529.and adjusted by the National Geodetic Survey in June 1991..
 JG0529
 JG0529.The geoid height was determined by GEOID03.
 JG0529
 JG0529.The dynamic height is computed by dividing the NAVD 88
 JG0529.geopotential number by the normal gravity value computed on the
 JG0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0529.degrees latitude (g = 980.6199 gals.).
 JG0529
 JG0529.The modeled gravity was interpolated from observed gravity values.
 JG0529
 JG0529;                    North         East    Units  Estimated Accuracy
 JG0529;SPC KS S     -   615,240.      296,070.      MT  (+/- 180 meters Scaled)
 JG0529
 JG0529                          SUPERSEDED SURVEY CONTROL
 JG0529
 JG0529  NGVD 29 (??/??/92)  695.465  (m)         2281.70   (f) ADJ UNCH    2 0
 JG0529
 JG0529.Superseded values are not recommended for survey control.
 JG0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0529.See file dsdata.txt to determine how the superseded data were derived.
 JG0529
 JG0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH396726(NAD 83)
 JG0529_MARKER: DB = BENCH MARK DISK
 JG0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0529_STAMPING: Q 194 1934
 JG0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0529+STABILITY: SURFACE MOTION
 JG0529
 JG0529  HISTORY     - Date     Condition        Report By
 JG0529  HISTORY     - 1934     MONUMENTED       CGS
 JG0529  HISTORY     - 1940     GOOD             NGS
 JG0529  HISTORY     - 1964     MARK NOT FOUND   USGS
 JG0529
 JG0529                          STATION DESCRIPTION
 JG0529
 JG0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0529'3.9 MI E FROM BROWNELL.
 JG0529'3.9 MILES EAST OF THE DEPOT IN BROWNELL BENCH MARK IS ALONG THE
 JG0529'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  88 FEET SOUTH
 JG0529'OF THE TWELFTH POLE WEST OF MILEPOST NO. 612.  48 FEET SOUTH OF
 JG0529'THE CENTER LINE OF THE TRACK.  3.0 FEET EAST OF A 4 X 4 INCH
 JG0529'WHITE WOODEN POST PROJECTING 18 INCHES.  2.0 FEET NORTH OF THE
 JG0529'RIGHT-OF-WAY FENCE.  A STD. DISK B M IN CONCRETE POST PROJECTING
 JG0529'6 INCHES.
 JG0529
 JG0529                          STATION RECOVERY (1964)
 JG0529
 JG0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JG0529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0193 ***********************************************************************
 JG0193  DESIGNATION -  Q 195
 JG0193  PID         -  JG0193
 JG0193  STATE/COUNTY-  KS/BARTON
 JG0193  USGS QUAD   -  HEIZER (1960)
 JG0193
 JG0193                         *CURRENT SURVEY CONTROL
 JG0193  ___________________________________________________________________
 JG0193* NAD 83(1986)-  38 29 48.     (N)    098 53 06.     (W)     SCALED    
 JG0193* NAVD 88     -       601.752  (meters)    1974.25   (feet)  ADJUSTED  
 JG0193  ___________________________________________________________________
 JG0193  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0193  DYNAMIC HT  -         601.309 (meters)    1972.79  (feet)  COMP
 JG0193  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 JG0193
 JG0193  VERT ORDER  -  SECOND    CLASS 0
 JG0193
 JG0193.The horizontal coordinates were scaled from a topographic map and have
 JG0193.an estimated accuracy of +/- 6 seconds.
 JG0193
 JG0193.The orthometric height was determined by differential leveling
 JG0193.and adjusted by the National Geodetic Survey in June 1991..
 JG0193
 JG0193.The geoid height was determined by GEOID03.
 JG0193
 JG0193.The dynamic height is computed by dividing the NAVD 88
 JG0193.geopotential number by the normal gravity value computed on the
 JG0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0193.degrees latitude (g = 980.6199 gals.).
 JG0193
 JG0193.The modeled gravity was interpolated from observed gravity values.
 JG0193
 JG0193;                    North         East    Units  Estimated Accuracy
 JG0193;SPC KS S     -   603,180.      366,410.      MT  (+/- 180 meters Scaled)
 JG0193
 JG0193                          SUPERSEDED SURVEY CONTROL
 JG0193
 JG0193  NGVD 29 (??/??/92)  601.527  (m)         1973.51   (f) ADJ UNCH    2 0
 JG0193
 JG0193.Superseded values are not recommended for survey control.
 JG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0193.See file dsdata.txt to determine how the superseded data were derived.
 JG0193
 JG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH100609(NAD 83)
 JG0193_MARKER: DB = BENCH MARK DISK
 JG0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0193_STAMPING: Q 195 1934
 JG0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0193+STABILITY: SURFACE MOTION
 JG0193
 JG0193  HISTORY     - Date     Condition        Report By
 JG0193  HISTORY     - 1934     MONUMENTED       CGS
 JG0193
 JG0193                          STATION DESCRIPTION
 JG0193
 JG0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0193'2.9 MI W FROM BOYD.
 JG0193'2.9 MILES WEST OF MISSOURI PACIFIC DEPOT AT BOYD, 30 FEET
 JG0193'SOUTHWEST OF EIGHTH TELEGRAPH POLE EAST OF MILE POST 566.  48
 JG0193'FEET SOUTH OF CENTERLINE OF MISSOURI PACIFIC RAILROAD.  8 FEET
 JG0193'EAST OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0089 ***********************************************************************
 JG0089  DESIGNATION -  Q 196
 JG0089  PID         -  JG0089
 JG0089  STATE/COUNTY-  KS/RICE
 JG0089  USGS QUAD   -  HOLYROOD (1964)
 JG0089
 JG0089                         *CURRENT SURVEY CONTROL
 JG0089  ___________________________________________________________________
 JG0089* NAD 83(1986)-  38 30 51.     (N)    098 24 10.     (W)     SCALED    
 JG0089* NAVD 88     -       539.540  (meters)    1770.14   (feet)  ADJUSTED  
 JG0089  ___________________________________________________________________
 JG0089  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 JG0089  DYNAMIC HT  -         539.144 (meters)    1768.84  (feet)  COMP
 JG0089  MODELED GRAV-     979,878.2   (mgal)                       NAVD 88
 JG0089
 JG0089  VERT ORDER  -  SECOND    CLASS 0
 JG0089
 JG0089.The horizontal coordinates were scaled from a topographic map and have
 JG0089.an estimated accuracy of +/- 6 seconds.
 JG0089
 JG0089.The orthometric height was determined by differential leveling
 JG0089.and adjusted by the National Geodetic Survey in June 1991..
 JG0089
 JG0089.The geoid height was determined by GEOID03.
 JG0089
 JG0089.The dynamic height is computed by dividing the NAVD 88
 JG0089.geopotential number by the normal gravity value computed on the
 JG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0089.degrees latitude (g = 980.6199 gals.).
 JG0089
 JG0089.The modeled gravity was interpolated from observed gravity values.
 JG0089
 JG0089;                    North         East    Units  Estimated Accuracy
 JG0089;SPC KS S     -   605,060.      408,480.      MT  (+/- 180 meters Scaled)
 JG0089
 JG0089                          SUPERSEDED SURVEY CONTROL
 JG0089
 JG0089  NGVD 29 (??/??/92)  539.362  (m)         1769.56   (f) ADJ UNCH    2 0
 JG0089
 JG0089.Superseded values are not recommended for survey control.
 JG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0089.See file dsdata.txt to determine how the superseded data were derived.
 JG0089
 JG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH520630(NAD 83)
 JG0089_MARKER: DB = BENCH MARK DISK
 JG0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0089_STAMPING: Q 196 1934
 JG0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0089+STABILITY: SURFACE MOTION
 JG0089
 JG0089  HISTORY     - Date     Condition        Report By
 JG0089  HISTORY     - 1934     MONUMENTED       CGS
 JG0089
 JG0089                          STATION DESCRIPTION
 JG0089
 JG0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0089'8.3 MI W FROM FREDERICK.
 JG0089'8.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0089'CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT FREDERICK,
 JG0089'RICE COUNTY, 189 FEET WEST OF MILEPOST 538, 65 FEET SOUTHWEST OF
 JG0089'SEMAPHORE 5380, 43 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 JG0089'AND 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JG0089'STAMPED Q 196 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1088 ***********************************************************************
 JF1088  DESIGNATION -  Q 197
 JF1088  PID         -  JF1088
 JF1088  STATE/COUNTY-  KS/MCPHERSON
 JF1088  USGS QUAD   -  LINDSBORG (1979)
 JF1088
 JF1088                         *CURRENT SURVEY CONTROL
 JF1088  ___________________________________________________________________
 JF1088* NAD 83(1986)-  38 31 25.     (N)    097 41 08.     (W)     SCALED    
 JF1088* NAVD 88     -       415.582  (meters)    1363.46   (feet)  ADJUSTED  
 JF1088  ___________________________________________________________________
 JF1088  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 JF1088  DYNAMIC HT  -         415.288 (meters)    1362.49  (feet)  COMP
 JF1088  MODELED GRAV-     979,910.2   (mgal)                       NAVD 88
 JF1088
 JF1088  VERT ORDER  -  SECOND    CLASS 0
 JF1088
 JF1088.The horizontal coordinates were scaled from a topographic map and have
 JF1088.an estimated accuracy of +/- 6 seconds.
 JF1088
 JF1088.The orthometric height was determined by differential leveling
 JF1088.and adjusted by the National Geodetic Survey in June 1991..
 JF1088
 JF1088.The geoid height was determined by GEOID03.
 JF1088
 JF1088.The dynamic height is computed by dividing the NAVD 88
 JF1088.geopotential number by the normal gravity value computed on the
 JF1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1088.degrees latitude (g = 980.6199 gals.).
 JF1088
 JF1088.The modeled gravity was interpolated from observed gravity values.
 JF1088
 JF1088;                    North         East    Units  Estimated Accuracy
 JF1088;SPC KS S     -   606,410.      471,020.      MT  (+/- 180 meters Scaled)
 JF1088
 JF1088                          SUPERSEDED SURVEY CONTROL
 JF1088
 JF1088  NGVD 29 (??/??/92)  415.44   (m)         1363.0    (f) COMPUTED    2 0
 JF1088
 JF1088.Superseded values are not recommended for survey control.
 JF1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1088.See file dsdata.txt to determine how the superseded data were derived.
 JF1088
 JF1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH145647(NAD 83)
 JF1088_MARKER: DB = BENCH MARK DISK
 JF1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1088_STAMPING: Q 197 1934
 JF1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1088+STABILITY: SURFACE MOTION
 JF1088
 JF1088  HISTORY     - Date     Condition        Report By
 JF1088  HISTORY     - 1934     MONUMENTED       CGS
 JF1088  HISTORY     - 1952     MARK NOT FOUND   NGS
 JF1088
 JF1088                          STATION DESCRIPTION
 JF1088
 JF1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JF1088'2.1 MI N FROM JOHNSTOWN.
 JF1088'2.1 MILES NORTH OF UNION PACIFIC STATION AT JOHNSTOWN, 37 FEET
 JF1088'WEST OF THE CENTERLINE OF THE UNION PACIFIC RAILROAD.  40 FEET
 JF1088'SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST SECTION ROAD LINE ROAD
 JF1088'61 FEET NORTH OF A TELEGRAPH POLE AND 2 FEET NORTH OF A FENCE
 JF1088'CORNER.
 JF1088
 JF1088                          STATION RECOVERY (1952)
 JF1088
 JF1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 JF1088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0104 ***********************************************************************
 JG0104  DESIGNATION -  Q 198
 JG0104  PID         -  JG0104
 JG0104  STATE/COUNTY-  KS/RICE
 JG0104  USGS QUAD   -  ALDEN (1967)
 JG0104
 JG0104                         *CURRENT SURVEY CONTROL
 JG0104  ___________________________________________________________________
 JG0104* NAD 83(1986)-  38 14 26.     (N)    098 18 29.     (W)     SCALED    
 JG0104* NAVD 88     -       511.177  (meters)    1677.09   (feet)  ADJUSTED  
 JG0104  ___________________________________________________________________
 JG0104  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 JG0104  DYNAMIC HT  -         510.787 (meters)    1675.81  (feet)  COMP
 JG0104  MODELED GRAV-     979,851.2   (mgal)                       NAVD 88
 JG0104
 JG0104  VERT ORDER  -  SECOND    CLASS 0
 JG0104
 JG0104.The horizontal coordinates were scaled from a topographic map and have
 JG0104.an estimated accuracy of +/- 6 seconds.
 JG0104
 JG0104.The orthometric height was determined by differential leveling
 JG0104.and adjusted by the National Geodetic Survey in June 1991..
 JG0104
 JG0104.The geoid height was determined by GEOID03.
 JG0104
 JG0104.The dynamic height is computed by dividing the NAVD 88
 JG0104.geopotential number by the normal gravity value computed on the
 JG0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0104.degrees latitude (g = 980.6199 gals.).
 JG0104
 JG0104.The modeled gravity was interpolated from observed gravity values.
 JG0104
 JG0104;                    North         East    Units  Estimated Accuracy
 JG0104;SPC KS S     -   574,700.      416,800.      MT  (+/- 180 meters Scaled)
 JG0104
 JG0104                          SUPERSEDED SURVEY CONTROL
 JG0104
 JG0104  NGVD 29 (??/??/92)  511.032  (m)         1676.61   (f) ADJ UNCH    2 0
 JG0104
 JG0104.Superseded values are not recommended for survey control.
 JG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0104.See file dsdata.txt to determine how the superseded data were derived.
 JG0104
 JG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH605327(NAD 83)
 JG0104_MARKER: DB = BENCH MARK DISK
 JG0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0104_STAMPING: Q 198 1934
 JG0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0104+STABILITY: SURFACE MOTION
 JG0104
 JG0104  HISTORY     - Date     Condition        Report By
 JG0104  HISTORY     - 1934     MONUMENTED       CGS
 JG0104  HISTORY     - 1943     GOOD             NGS
 JG0104  HISTORY     - 1966     MARK NOT FOUND   USGS
 JG0104
 JG0104                          STATION DESCRIPTION
 JG0104
 JG0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JG0104'17.3 MI SE FROM ELLINWOOD.
 JG0104'IN RICE COUNTY, 17.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA
 JG0104'AND SANTA FE RAILWAY FROM THE STATION AT ELLINWOOD, BARTON
 JG0104'COUNTY, 205 FEET SOUTHEAST OF A STOCKYARD FENCE, 40 FEET
 JG0104'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 18 FEET SOUTHEAST
 JG0104'OF A POLE.  A STANDARD DISK, STAMPED Q 198 1934 AND SET IN THE
 JG0104'TOP OF A CONCRETE POST.
 JG0104
 JG0104                          STATION RECOVERY (1966)
 JG0104
 JG0104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JG0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0588 ***********************************************************************
 JG0588  DESIGNATION -  Q 20
 JG0588  PID         -  JG0588
 JG0588  STATE/COUNTY-  KS/TREGO
 JG0588  USGS QUAD   -  TREGO CENTER (1960)
 JG0588
 JG0588                         *CURRENT SURVEY CONTROL
 JG0588  ___________________________________________________________________
 JG0588* NAD 83(1986)-  38 57 27.     (N)    099 53 27.     (W)     SCALED    
 JG0588* NAVD 88     -       744.337  (meters)    2442.05   (feet)  ADJUSTED  
 JG0588  ___________________________________________________________________
 JG0588  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 JG0588  DYNAMIC HT  -         743.767 (meters)    2440.18  (feet)  COMP
 JG0588  MODELED GRAV-     979,838.3   (mgal)                       NAVD 88
 JG0588
 JG0588  VERT ORDER  -  SECOND    CLASS 0
 JG0588
 JG0588.The horizontal coordinates were scaled from a topographic map and have
 JG0588.an estimated accuracy of +/- 6 seconds.
 JG0588
 JG0588.The orthometric height was determined by differential leveling
 JG0588.and adjusted by the National Geodetic Survey in June 1991..
 JG0588
 JG0588.The geoid height was determined by GEOID03.
 JG0588
 JG0588.The dynamic height is computed by dividing the NAVD 88
 JG0588.geopotential number by the normal gravity value computed on the
 JG0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0588.degrees latitude (g = 980.6199 gals.).
 JG0588
 JG0588.The modeled gravity was interpolated from observed gravity values.
 JG0588
 JG0588;                    North         East    Units  Estimated Accuracy
 JG0588;SPC KS N     -    71,000.      236,120.      MT  (+/- 180 meters Scaled)
 JG0588
 JG0588                          SUPERSEDED SURVEY CONTROL
 JG0588
 JG0588  NGVD 29 (??/??/92)  744.07   (m)         2441.2    (f) COMPUTED    2 0
 JG0588
 JG0588.Superseded values are not recommended for survey control.
 JG0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0588.See file dsdata.txt to determine how the superseded data were derived.
 JG0588
 JG0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ228124(NAD 83)
 JG0588_MARKER: DB = BENCH MARK DISK
 JG0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0588+STABILITY: SURFACE MOTION
 JG0588
 JG0588  HISTORY     - Date     Condition        Report By
 JG0588  HISTORY     - UNK      MONUMENTED       CGS
 JG0588  HISTORY     - 1934     GOOD             NGS
 JG0588
 JG0588                          STATION DESCRIPTION
 JG0588
 JG0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0588'4.4 MI S FROM WAKEENEY.
 JG0588'4.4 MILES SOUTH BY HIGHWAY.  FROM JCT U.S. 40S.  LOCATED ALONG
 JG0588'THE R. OF W. OF STATE HIGHWAY NO. 21.  80 YDS. N.W. OF HOUSE
 JG0588'OWNED BY HENRY BLEHM.  51 FT. NORTH OF THE CENTER OF AN EAST
 JG0588'AND WEST SECTION LINE ROAD.  53 FT. WEST OF THE CENTER OF
 JG0588'HIGHWAY NO. 21.  IN THE S.E. CORNER OF SECTION 32 R 23 W T 12 S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0589 ***********************************************************************
 JG0589  DESIGNATION -  Q 20 RESET
 JG0589  PID         -  JG0589
 JG0589  STATE/COUNTY-  KS/TREGO
 JG0589  USGS QUAD   -  TREGO CENTER (1960)
 JG0589
 JG0589                         *CURRENT SURVEY CONTROL
 JG0589  ___________________________________________________________________
 JG0589* NAD 83(1986)-  38 57 28.     (N)    099 53 29.     (W)     SCALED    
 JG0589* NAVD 88     -       744.120  (meters)    2441.33   (feet)  ADJUSTED  
 JG0589  ___________________________________________________________________
 JG0589  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 JG0589  DYNAMIC HT  -         743.551 (meters)    2439.47  (feet)  COMP
 JG0589  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 JG0589
 JG0589  VERT ORDER  -  FIRST     CLASS II
 JG0589
 JG0589.The horizontal coordinates were scaled from a topographic map and have
 JG0589.an estimated accuracy of +/- 6 seconds.
 JG0589
 JG0589.The orthometric height was determined by differential leveling
 JG0589.and adjusted by the National Geodetic Survey in June 1991..
 JG0589
 JG0589.The geoid height was determined by GEOID03.
 JG0589
 JG0589.The dynamic height is computed by dividing the NAVD 88
 JG0589.geopotential number by the normal gravity value computed on the
 JG0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0589.degrees latitude (g = 980.6199 gals.).
 JG0589
 JG0589.The modeled gravity was interpolated from observed gravity values.
 JG0589
 JG0589;                    North         East    Units  Estimated Accuracy
 JG0589;SPC KS N     -    71,030.      236,080.      MT  (+/- 180 meters Scaled)
 JG0589
 JG0589                          SUPERSEDED SURVEY CONTROL
 JG0589
 JG0589  NGVD 29 (??/??/92)  743.816  (m)         2440.34   (f) ADJ UNCH    1 2
 JG0589
 JG0589.Superseded values are not recommended for survey control.
 JG0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0589.See file dsdata.txt to determine how the superseded data were derived.
 JG0589
 JG0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ227124(NAD 83)
 JG0589_MARKER: DB = BENCH MARK DISK
 JG0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0589_STAMPING: Q 20 RESET 1940
 JG0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0589+STABILITY: SURFACE MOTION
 JG0589
 JG0589  HISTORY     - Date     Condition        Report By
 JG0589  HISTORY     - 1940     MONUMENTED       CGS
 JG0589  HISTORY     - 1953     GOOD             NGS
 JG0589
 JG0589                          STATION DESCRIPTION
 JG0589
 JG0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0589'4.4 MI S FROM WAKEENEY.
 JG0589'4.4 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0589'U.S. HIGHWAY 40 AT WAKEENEY, 74 FEET WEST OF THE CENTER LINE
 JG0589'OF THE HIGHWAY, 52 FEET NORTH OF THE CENTER LINE OF AN EAST
 JG0589'AND WEST ROAD, 185 FEET NORTHWEST OF A WINDMILL, 2 FEET EAST
 JG0589'OF A FENCE, 0.8 FOOT EAST OF A WITNESS POST, SET IN THE TOP
 JG0589'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0134 ***********************************************************************
 HH0134  DESIGNATION -  Q 21
 HH0134  PID         -  HH0134
 HH0134  STATE/COUNTY-  KS/SEWARD
 HH0134  USGS QUAD   -  KISMET (1971)
 HH0134
 HH0134                         *CURRENT SURVEY CONTROL
 HH0134  ___________________________________________________________________
 HH0134* NAD 83(1986)-  37 11 30.     (N)    100 43 34.     (W)     SCALED    
 HH0134* NAVD 88     -       843.504  (meters)    2767.40   (feet)  ADJUSTED  
 HH0134  ___________________________________________________________________
 HH0134  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 HH0134  DYNAMIC HT  -         842.701 (meters)    2764.76  (feet)  COMP
 HH0134  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 HH0134
 HH0134  VERT ORDER  -  SECOND    CLASS 0
 HH0134
 HH0134.The horizontal coordinates were scaled from a topographic map and have
 HH0134.an estimated accuracy of +/- 6 seconds.
 HH0134
 HH0134.The orthometric height was determined by differential leveling
 HH0134.and adjusted by the National Geodetic Survey in June 1991..
 HH0134
 HH0134.The geoid height was determined by GEOID03.
 HH0134
 HH0134.The dynamic height is computed by dividing the NAVD 88
 HH0134.geopotential number by the normal gravity value computed on the
 HH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0134.degrees latitude (g = 980.6199 gals.).
 HH0134
 HH0134.The modeled gravity was interpolated from observed gravity values.
 HH0134
 HH0134;                    North         East    Units  Estimated Accuracy
 HH0134;SPC KS S     -   460,630.      202,360.      MT  (+/- 180 meters Scaled)
 HH0134
 HH0134                          SUPERSEDED SURVEY CONTROL
 HH0134
 HH0134  NGVD 29 (??/??/92)  843.141  (m)         2766.21   (f) ADJ UNCH    2 0
 HH0134
 HH0134.Superseded values are not recommended for survey control.
 HH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0134.See file dsdata.txt to determine how the superseded data were derived.
 HH0134
 HH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG467175(NAD 83)
 HH0134_MARKER: DB = BENCH MARK DISK
 HH0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0134_STAMPING: Q 21 1933
 HH0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0134+STABILITY: SURFACE MOTION
 HH0134
 HH0134  HISTORY     - Date     Condition        Report By
 HH0134  HISTORY     - 1933     MONUMENTED       CGS
 HH0134  HISTORY     - 1941     MARK NOT FOUND   LOCENG
 HH0134
 HH0134                          STATION DESCRIPTION
 HH0134
 HH0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0134'2 MI SW FROM KISMET.
 HH0134'ABOUT 2.0 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0134'PACIFIC RAILWAY FROM THE STATION AT KISMET, SEWARD COUNTY,
 HH0134'ABOUT 6 POLES SOUTHWEST OF MILEPOST 415, AT A ROAD CROSSING,
 HH0134'OPPOSITE A POLE, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE SIDE
 HH0134'ROAD, 30 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 18 FEET
 HH0134'NORTHWEST OF THE RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK,
 HH0134'STAMPED Q 21 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HH0134
 HH0134                          STATION RECOVERY (1941)
 HH0134
 HH0134'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 HH0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0918 ***********************************************************************
 HF0918  DESIGNATION -  Q 210
 HF0918  PID         -  HF0918
 HF0918  STATE/COUNTY-  KS/SEDGWICK
 HF0918  USGS QUAD   -  MOUNT HOPE (1959)
 HF0918
 HF0918                         *CURRENT SURVEY CONTROL
 HF0918  ___________________________________________________________________
 HF0918* NAD 83(1986)-  37 51 47.     (N)    097 39 55.     (W)     SCALED    
 HF0918* NAVD 88     -       439.262  (meters)    1441.15   (feet)  ADJUSTED  
 HF0918  ___________________________________________________________________
 HF0918  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 HF0918  DYNAMIC HT  -         438.917 (meters)    1440.01  (feet)  COMP
 HF0918  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 HF0918
 HF0918  VERT ORDER  -  SECOND    CLASS 0
 HF0918
 HF0918.The horizontal coordinates were scaled from a topographic map and have
 HF0918.an estimated accuracy of +/- 6 seconds.
 HF0918
 HF0918.The orthometric height was determined by differential leveling
 HF0918.and adjusted by the National Geodetic Survey in June 1991..
 HF0918
 HF0918.The geoid height was determined by GEOID03.
 HF0918
 HF0918.The dynamic height is computed by dividing the NAVD 88
 HF0918.geopotential number by the normal gravity value computed on the
 HF0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0918.degrees latitude (g = 980.6199 gals.).
 HF0918
 HF0918.The modeled gravity was interpolated from observed gravity values.
 HF0918
 HF0918;                    North         East    Units  Estimated Accuracy
 HF0918;SPC KS S     -   533,110.      473,450.      MT  (+/- 180 meters Scaled)
 HF0918
 HF0918                          SUPERSEDED SURVEY CONTROL
 HF0918
 HF0918  NGVD 29 (??/??/92)  439.111  (m)         1440.65   (f) ADJ UNCH    2 0
 HF0918
 HF0918.Superseded values are not recommended for survey control.
 HF0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0918.See file dsdata.txt to determine how the superseded data were derived.
 HF0918
 HF0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG174914(NAD 83)
 HF0918_MARKER: DB = BENCH MARK DISK
 HF0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0918_STAMPING: Q-210 1934
 HF0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0918+STABILITY: SURFACE MOTION
 HF0918
 HF0918  HISTORY     - Date     Condition        Report By
 HF0918  HISTORY     - 1934     MONUMENTED       CGS
 HF0918  HISTORY     - 1957     GOOD             USGS
 HF0918  HISTORY     - 1968     MARK NOT FOUND   NGS
 HF0918
 HF0918                          STATION DESCRIPTION
 HF0918
 HF0918'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HF0918'AT MT HOPE.
 HF0918'MT. HOPE AT, SEDGWICK CO., ON THE M.P. RAILROAD, 67 FT. SW.
 HF0918'OF THE SW. COR. OF STA., 82 FT. S. AND 39 FT. E. OF CENTERLINE
 HF0918'OF HWY. AND MAIN TRACK X-ING., A STD. DISK, IN CONC. POST AND
 HF0918'STAMPED Q-210 1934.
 HF0918
 HF0918                          STATION RECOVERY (1968)
 HF0918
 HF0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HF0918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0473 ***********************************************************************
 HF0473  DESIGNATION -  Q 211
 HF0473  PID         -  HF0473
 HF0473  STATE/COUNTY-  KS/SEDGWICK
 HF0473  USGS QUAD   -  SEDGWICK (1989)
 HF0473
 HF0473                         *CURRENT SURVEY CONTROL
 HF0473  ___________________________________________________________________
 HF0473* NAD 83(1986)-  37 52 59.     (N)    097 24 19.     (W)     SCALED    
 HF0473* NAVD 88     -       416.003  (meters)    1364.84   (feet)  ADJUSTED  
 HF0473  ___________________________________________________________________
 HF0473  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0473  DYNAMIC HT  -         415.679 (meters)    1363.77  (feet)  COMP
 HF0473  MODELED GRAV-     979,838.2   (mgal)                       NAVD 88
 HF0473
 HF0473  VERT ORDER  -  SECOND    CLASS 0
 HF0473
 HF0473.The horizontal coordinates were scaled from a topographic map and have
 HF0473.an estimated accuracy of +/- 6 seconds.
 HF0473
 HF0473.The orthometric height was determined by differential leveling
 HF0473.and adjusted by the National Geodetic Survey in June 1991..
 HF0473
 HF0473.The geoid height was determined by GEOID03.
 HF0473
 HF0473.The dynamic height is computed by dividing the NAVD 88
 HF0473.geopotential number by the normal gravity value computed on the
 HF0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0473.degrees latitude (g = 980.6199 gals.).
 HF0473
 HF0473.The modeled gravity was interpolated from observed gravity values.
 HF0473
 HF0473;                    North         East    Units  Estimated Accuracy
 HF0473;SPC KS S     -   535,570.      496,300.      MT  (+/- 180 meters Scaled)
 HF0473
 HF0473                          SUPERSEDED SURVEY CONTROL
 HF0473
 HF0473  NGVD 29 (??/??/92)  415.851  (m)         1364.34   (f) ADJ UNCH    2 0
 HF0473
 HF0473.Superseded values are not recommended for survey control.
 HF0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0473.See file dsdata.txt to determine how the superseded data were derived.
 HF0473
 HF0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG402940(NAD 83)
 HF0473_MARKER: DB = BENCH MARK DISK
 HF0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0473_STAMPING: Q 211 1934
 HF0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0473+STABILITY: SURFACE MOTION
 HF0473
 HF0473  HISTORY     - Date     Condition        Report By
 HF0473  HISTORY     - 1934     MONUMENTED       CGS
 HF0473  HISTORY     - 1953     GOOD             NGS
 HF0473  HISTORY     - 1976     GOOD             LOCENG
 HF0473  HISTORY     - 1976     GOOD             LOCENG
 HF0473
 HF0473                          STATION DESCRIPTION
 HF0473
 HF0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HF0473'2.8 MI S FROM SEDGWICK.
 HF0473'IN SEDGWICK COUNTY, 2.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA,
 HF0473'AND SANTA FE RAILWAY FROM SEDGWICK, HARVEY COUNTY, 8 POLES NORTH
 HF0473'OF MILEPOST 198, 1-1/2 RAILS SOUTH OF EAST-WEST ROAD CROSSING,
 HF0473'50 FEET EAST OF THE TRACK, AND 1 FOOT WEST OF RIGHT-OF-WAY
 HF0473'FENCE.  A STANDARD DISK, STAMPED Q 211 1934 AND SET IN THE TOP
 HF0473'OF A CONCRETE POST.
 HF0473
 HF0473                          STATION RECOVERY (1976)
 HF0473
 HF0473'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HF0473'RECOVERED IN GOOD CONDITION.
 HF0473
 HF0473                          STATION RECOVERY (1976)
 HF0473
 HF0473'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 HF0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0871 ***********************************************************************
 JF0871  DESIGNATION -  Q 212
 JF0871  PID         -  JF0871
 JF0871  STATE/COUNTY-  KS/MCPHERSON
 JF0871  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0871
 JF0871                         *CURRENT SURVEY CONTROL
 JF0871  ___________________________________________________________________
 JF0871* NAD 83(1986)-  38 21 03.     (N)    097 40 21.     (W)     SCALED    
 JF0871* NAVD 88     -       453.563  (meters)    1488.06   (feet)  ADJUSTED  
 JF0871  ___________________________________________________________________
 JF0871  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF0871  DYNAMIC HT  -         453.233 (meters)    1486.98  (feet)  COMP
 JF0871  MODELED GRAV-     979,887.5   (mgal)                       NAVD 88
 JF0871
 JF0871  VERT ORDER  -  FIRST     CLASS II
 JF0871
 JF0871.The horizontal coordinates were scaled from a topographic map and have
 JF0871.an estimated accuracy of +/- 6 seconds.
 JF0871
 JF0871.The orthometric height was determined by differential leveling
 JF0871.and adjusted by the National Geodetic Survey in June 1991..
 JF0871.WARNING-Repeat measurements at this control monument indicate possible
 JF0871.vertical movement.
 JF0871
 JF0871.The geoid height was determined by GEOID03.
 JF0871
 JF0871.The dynamic height is computed by dividing the NAVD 88
 JF0871.geopotential number by the normal gravity value computed on the
 JF0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0871.degrees latitude (g = 980.6199 gals.).
 JF0871
 JF0871.The modeled gravity was interpolated from observed gravity values.
 JF0871
 JF0871;                    North         East    Units  Estimated Accuracy
 JF0871;SPC KS S     -   587,240.      472,330.      MT  (+/- 180 meters Scaled)
 JF0871
 JF0871                          SUPERSEDED SURVEY CONTROL
 JF0871
 JF0871  NGVD 29 (??/??/92)  453.388  (m)         1487.49   (f) ADJ UNCH    1 2
 JF0871
 JF0871.Superseded values are not recommended for survey control.
 JF0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0871.See file dsdata.txt to determine how the superseded data were derived.
 JF0871
 JF0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH159455(NAD 83)
 JF0871_MARKER: DB = BENCH MARK DISK
 JF0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0871_SP_SET: CONCRETE POST
 JF0871_STAMPING: Q 212 1934
 JF0871_MARK LOGO: CGS   
 JF0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0871+STABILITY: SURFACE MOTION
 JF0871
 JF0871  HISTORY     - Date     Condition        Report By
 JF0871  HISTORY     - 1934     MONUMENTED       CGS
 JF0871  HISTORY     - 1952     GOOD             NGS
 JF0871  HISTORY     - 1964     POOR             USGS
 JF0871  HISTORY     - 1986     GOOD             NGS
 JF0871
 JF0871                          STATION DESCRIPTION
 JF0871
 JF0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JF0871'1 MI S FROM MC PHERSON.
 JF0871'1 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JF0871'STATION AT MC PHERSON, AT THE CROSSING OF THE CHICAGO, ROCK
 JF0871'ISLAND AND PACIFIC RAILROAD, 1/2 MILE NORTH OF THE CO-OP OIL
 JF0871'REFINERY, 53 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE CHICAGO,
 JF0871'ROCK ISLAND AND PACIFIC RAILROAD, 40 FEET EAST OF THE EAST RAIL
 JF0871'OF THE MISSOURI PACIFIC RAILROAD, 12 FEET SOUTHWEST OF A TELEPHONE
 JF0871'POLE, 1.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 JF0871'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 JF0871
 JF0871                          STATION RECOVERY (1964)
 JF0871
 JF0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JF0871'MARK RECOVERED IN POOR CONDITION.
 JF0871
 JF0871                          STATION RECOVERY (1986)
 JF0871
 JF0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0871'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN MCPHERSON,
 JF0871'AT THE INTERSECTION OF THE UNION PACIFIC AND THE SOUTHERN PACIFIC
 JF0871'RAILROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0541 ***********************************************************************
 JF0541  DESIGNATION -  Q 214
 JF0541  PID         -  JF0541
 JF0541  STATE/COUNTY-  KS/MARION
 JF0541  USGS QUAD   -  TAMPA (1985)
 JF0541
 JF0541                         *CURRENT SURVEY CONTROL
 JF0541  ___________________________________________________________________
 JF0541* NAD 83(1986)-  38 32 12.     (N)    097 10 37.     (W)     SCALED    
 JF0541* NAVD 88     -       446.326  (meters)    1464.32   (feet)  ADJUSTED  
 JF0541  ___________________________________________________________________
 JF0541  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 JF0541  DYNAMIC HT  -         445.996 (meters)    1463.24  (feet)  COMP
 JF0541  MODELED GRAV-     979,877.6   (mgal)                       NAVD 88
 JF0541
 JF0541  VERT ORDER  -  SECOND    CLASS 0
 JF0541
 JF0541.The horizontal coordinates were scaled from a topographic map and have
 JF0541.an estimated accuracy of +/- 6 seconds.
 JF0541
 JF0541.The orthometric height was determined by differential leveling
 JF0541.and adjusted by the National Geodetic Survey in June 1991..
 JF0541
 JF0541.The geoid height was determined by GEOID03.
 JF0541
 JF0541.The dynamic height is computed by dividing the NAVD 88
 JF0541.geopotential number by the normal gravity value computed on the
 JF0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0541.degrees latitude (g = 980.6199 gals.).
 JF0541
 JF0541.The modeled gravity was interpolated from observed gravity values.
 JF0541
 JF0541;                    North         East    Units  Estimated Accuracy
 JF0541;SPC KS S     -   608,370.      515,350.      MT  (+/- 180 meters Scaled)
 JF0541
 JF0541                          SUPERSEDED SURVEY CONTROL
 JF0541
 JF0541  NGVD 29 (??/??/92)  446.161  (m)         1463.78   (f) ADJ UNCH    2 0
 JF0541
 JF0541.Superseded values are not recommended for survey control.
 JF0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0541.See file dsdata.txt to determine how the superseded data were derived.
 JF0541
 JF0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH588669(NAD 83)
 JF0541_MARKER: DB = BENCH MARK DISK
 JF0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0541+STABILITY: SURFACE MOTION
 JF0541
 JF0541  HISTORY     - Date     Condition        Report By
 JF0541  HISTORY     - UNK      MONUMENTED       CGS
 JF0541  HISTORY     - 1935     GOOD             NGS
 JF0541  HISTORY     - 1941     GOOD             NGS
 JF0541
 JF0541                          STATION DESCRIPTION
 JF0541
 JF0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0541'1.5 MI SW FROM TAMPA.
 JF0541'1.5 MILES SOUTHWEST OF TAMPA, KANS. ON THE ROCK ISLAND R.R.
 JF0541'40 FEET NORTH OF THE TRACKS, 7 1/2 RAILS SOUTHWEST OF ROAD
 JF0541'CROSSING, 3 1/4 POLES SOUTHWEST OF MILE POST 187.
 JF0541
 JF0541                          STATION RECOVERY (1941)
 JF0541
 JF0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JF0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0095 ***********************************************************************
 JF0095  DESIGNATION -  Q 215
 JF0095  PID         -  JF0095
 JF0095  STATE/COUNTY-  KS/WABAUNSEE
 JF0095  USGS QUAD   -  ALTA VISTA (1971)
 JF0095
 JF0095                         *CURRENT SURVEY CONTROL
 JF0095  ___________________________________________________________________
 JF0095* NAD 83(1986)-  38 52 11.     (N)    096 29 22.     (W)     SCALED    
 JF0095* NAVD 88     -       431.680  (meters)    1416.27   (feet)  ADJUSTED  
 JF0095  ___________________________________________________________________
 JF0095  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 JF0095  DYNAMIC HT  -         431.381 (meters)    1415.29  (feet)  COMP
 JF0095  MODELED GRAV-     979,922.6   (mgal)                       NAVD 88
 JF0095
 JF0095  VERT ORDER  -  SECOND    CLASS 0
 JF0095
 JF0095.The horizontal coordinates were scaled from a topographic map and have
 JF0095.an estimated accuracy of +/- 6 seconds.
 JF0095
 JF0095.The orthometric height was determined by differential leveling
 JF0095.and adjusted by the National Geodetic Survey in June 1991..
 JF0095
 JF0095.The geoid height was determined by GEOID03.
 JF0095
 JF0095.The dynamic height is computed by dividing the NAVD 88
 JF0095.geopotential number by the normal gravity value computed on the
 JF0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0095.degrees latitude (g = 980.6199 gals.).
 JF0095
 JF0095.The modeled gravity was interpolated from observed gravity values.
 JF0095
 JF0095;                    North         East    Units  Estimated Accuracy
 JF0095;SPC KS N     -    60,640.      531,090.      MT  (+/- 180 meters Scaled)
 JF0095
 JF0095                          SUPERSEDED SURVEY CONTROL
 JF0095
 JF0095  NGVD 29 (??/??/92)  431.525  (m)         1415.76   (f) ADJ UNCH    2 0
 JF0095
 JF0095.Superseded values are not recommended for survey control.
 JF0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0095.See file dsdata.txt to determine how the superseded data were derived.
 JF0095
 JF0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ178053(NAD 83)
 JF0095_MARKER: DB = BENCH MARK DISK
 JF0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0095_SP_SET: BRIDGE
 JF0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0095
 JF0095  HISTORY     - Date     Condition        Report By
 JF0095  HISTORY     - UNK      MONUMENTED       CGS
 JF0095  HISTORY     - 1935     GOOD             NGS
 JF0095
 JF0095                          STATION DESCRIPTION
 JF0095
 JF0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0095'0.5 MI NE FROM ALTA VISTA.
 JF0095'ON THE ROCK ISLAND R.R. DISC SET IN THE TOP CENTER NORTH END OF
 JF0095'THE SOUTHWEST ABUTMENT OF CONCRETE OVERPASS OF STATE HIGHWAY
 JF0095'10, 2 RAILS WEST OF BLOCK SIGNALS 1415 AND 1416.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0071 ***********************************************************************
 HH0071  DESIGNATION -  Q 22
 HH0071  PID         -  HH0071
 HH0071  STATE/COUNTY-  KS/MEADE
 HH0071  USGS QUAD   -  FOWLER (1977)
 HH0071
 HH0071                         *CURRENT SURVEY CONTROL
 HH0071  ___________________________________________________________________
 HH0071* NAD 83(1986)-  37 22 57.     (N)    100 10 58.     (W)     SCALED    
 HH0071* NAVD 88     -       757.001  (meters)    2483.59   (feet)  ADJUSTED  
 HH0071  ___________________________________________________________________
 HH0071  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 HH0071  DYNAMIC HT  -         756.309 (meters)    2481.32  (feet)  COMP
 HH0071  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 HH0071
 HH0071  VERT ORDER  -  SECOND    CLASS 0
 HH0071
 HH0071.The horizontal coordinates were scaled from a topographic map and have
 HH0071.an estimated accuracy of +/- 6 seconds.
 HH0071
 HH0071.The orthometric height was determined by differential leveling
 HH0071.and adjusted by the National Geodetic Survey in June 1991..
 HH0071
 HH0071.The geoid height was determined by GEOID03.
 HH0071
 HH0071.The dynamic height is computed by dividing the NAVD 88
 HH0071.geopotential number by the normal gravity value computed on the
 HH0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0071.degrees latitude (g = 980.6199 gals.).
 HH0071
 HH0071.The modeled gravity was interpolated from observed gravity values.
 HH0071
 HH0071;                    North         East    Units  Estimated Accuracy
 HH0071;SPC KS S     -   480,790.      250,980.      MT  (+/- 180 meters Scaled)
 HH0071
 HH0071                          SUPERSEDED SURVEY CONTROL
 HH0071
 HH0071  NGVD 29 (??/??/92)  756.673  (m)         2482.52   (f) ADJ UNCH    2 0
 HH0071
 HH0071.Superseded values are not recommended for survey control.
 HH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0071.See file dsdata.txt to determine how the superseded data were derived.
 HH0071
 HH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG952379(NAD 83)
 HH0071_MARKER: DB = BENCH MARK DISK
 HH0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0071_SP_SET: CULVERT
 HH0071_STAMPING: Q 22 1933
 HH0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0071
 HH0071  HISTORY     - Date     Condition        Report By
 HH0071  HISTORY     - 1933     MONUMENTED       CGS
 HH0071
 HH0071                          STATION DESCRIPTION
 HH0071
 HH0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0071'0.6 MI NE FROM FOWLER.
 HH0071'ABOUT 0.6 MILE NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0071'PACIFIC RAILWAY FROM THE STATION AT FOWLER, MEADE COUNTY, ABOUT
 HH0071'8 POLES SOUTHWEST OF MILEPOST 380, AT A ROAD CROSSING, OPPOSITE
 HH0071'A POLE, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND
 HH0071'IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD
 HH0071'WALL OF A CONCRETE BOX ROAD CULVERT.  A STANDARD DISK, STAMPED
 HH0071'Q 22 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0872 ***********************************************************************
 JE0872  DESIGNATION -  Q 221
 JE0872  PID         -  JE0872
 JE0872  STATE/COUNTY-  KS/MIAMI
 JE0872  USGS QUAD   -  PAOLA WEST (1973)
 JE0872
 JE0872                         *CURRENT SURVEY CONTROL
 JE0872  ___________________________________________________________________
 JE0872* NAD 83(1986)-  38 31 10.     (N)    094 56 55.     (W)     SCALED    
 JE0872* NAVD 88     -       260.005  (meters)     853.03   (feet)  ADJUSTED  
 JE0872  ___________________________________________________________________
 JE0872  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE0872  DYNAMIC HT  -         259.825 (meters)     852.44  (feet)  COMP
 JE0872  MODELED GRAV-     979,929.7   (mgal)                       NAVD 88
 JE0872
 JE0872  VERT ORDER  -  SECOND    CLASS 0
 JE0872
 JE0872.The horizontal coordinates were scaled from a topographic map and have
 JE0872.an estimated accuracy of +/- 6 seconds.
 JE0872
 JE0872.The orthometric height was determined by differential leveling
 JE0872.and adjusted by the National Geodetic Survey in June 1991..
 JE0872
 JE0872.The geoid height was determined by GEOID03.
 JE0872
 JE0872.The dynamic height is computed by dividing the NAVD 88
 JE0872.geopotential number by the normal gravity value computed on the
 JE0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0872.degrees latitude (g = 980.6199 gals.).
 JE0872
 JE0872.The modeled gravity was interpolated from observed gravity values.
 JE0872
 JE0872;                    North         East    Units  Estimated Accuracy
 JE0872;SPC KS S     -   611,530.      709,640.      MT  (+/- 180 meters Scaled)
 JE0872
 JE0872                          SUPERSEDED SURVEY CONTROL
 JE0872
 JE0872  NGVD 29 (??/??/92)  259.871  (m)          852.59   (f) ADJ UNCH    2 0
 JE0872
 JE0872.Superseded values are not recommended for survey control.
 JE0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0872.See file dsdata.txt to determine how the superseded data were derived.
 JE0872
 JE0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC301652(NAD 83)
 JE0872_MARKER: DB = BENCH MARK DISK
 JE0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0872_STAMPING: Q 221 1934
 JE0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0872+STABILITY: SURFACE MOTION
 JE0872
 JE0872  HISTORY     - Date     Condition        Report By
 JE0872  HISTORY     - 1934     MONUMENTED       CGS
 JE0872  HISTORY     - 1950     GOOD             NGS
 JE0872
 JE0872                          STATION DESCRIPTION
 JE0872
 JE0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0872'1.6 MI NE FROM OSAWATOMIE.
 JE0872'1.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0872'THE STATION AT OSAWATOMIE, 4-1/2 POLES SOUTH OF POLE 331/20,
 JE0872'56 FEET WEST-SOUTHWEST OF A PUMP FOR A WELL, AT A GRAVEL-ROAD
 JE0872'CROSSING, 27.5 FEET EAST OF THE EAST RAIL, 25 FEET NORTH OF
 JE0872'THE CENTERLINE OF THE GRAVEL ROAD, 22 FEET WEST OF AN 18-INCH
 JE0872'OAK TREE, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 JE0872'STANDARD DISK, STAMPED Q 221 1934 AND SET IN THE TOP OF A
 JE0872'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0825 ***********************************************************************
 JE0825  DESIGNATION -  Q 222
 JE0825  PID         -  JE0825
 JE0825  STATE/COUNTY-  KS/MIAMI
 JE0825  USGS QUAD   -  SPRING HILL (1957)
 JE0825
 JE0825                         *CURRENT SURVEY CONTROL
 JE0825  ___________________________________________________________________
 JE0825* NAD 83(1986)-  38 38 06.     (N)    094 51 57.     (W)     SCALED    
 JE0825* NAVD 88     -       266.770  (meters)     875.23   (feet)  ADJUSTED  
 JE0825  ___________________________________________________________________
 JE0825  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 JE0825  DYNAMIC HT  -         266.587 (meters)     874.63  (feet)  COMP
 JE0825  MODELED GRAV-     979,938.3   (mgal)                       NAVD 88
 JE0825
 JE0825  VERT ORDER  -  SECOND    CLASS 0
 JE0825
 JE0825.The horizontal coordinates were scaled from a topographic map and have
 JE0825.an estimated accuracy of +/- 6 seconds.
 JE0825
 JE0825.The orthometric height was determined by differential leveling
 JE0825.and adjusted by the National Geodetic Survey in June 1991..
 JE0825
 JE0825.The geoid height was determined by GEOID03.
 JE0825
 JE0825.The dynamic height is computed by dividing the NAVD 88
 JE0825.geopotential number by the normal gravity value computed on the
 JE0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0825.degrees latitude (g = 980.6199 gals.).
 JE0825
 JE0825.The modeled gravity was interpolated from observed gravity values.
 JE0825
 JE0825;                    North         East    Units  Estimated Accuracy
 JE0825;SPC KS S     -   624,630.      716,350.      MT  (+/- 180 meters Scaled)
 JE0825
 JE0825                          SUPERSEDED SURVEY CONTROL
 JE0825
 JE0825  NGVD 29 (??/??/92)  266.642  (m)          874.81   (f) ADJ UNCH    2 0
 JE0825
 JE0825.Superseded values are not recommended for survey control.
 JE0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0825.See file dsdata.txt to determine how the superseded data were derived.
 JE0825
 JE0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC376779(NAD 83)
 JE0825_MARKER: DB = BENCH MARK DISK
 JE0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0825_STAMPING: Q 222 1934
 JE0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0825+STABILITY: SURFACE MOTION
 JE0825
 JE0825  HISTORY     - Date     Condition        Report By
 JE0825  HISTORY     - 1934     MONUMENTED       CGS
 JE0825  HISTORY     - 1955     MARK NOT FOUND   NGS
 JE0825
 JE0825                          STATION DESCRIPTION
 JE0825
 JE0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JE0825'2 MI S FROM HILLSDALE.
 JE0825'2.0 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JE0825'HILLSDALE, 5 POLES SOUTHWEST OF MILEPOST 38, 61 FEET NORTHEAST
 JE0825'OF THE NORTHWEST RAIL, 33 FEET EAST OF THE CENTER OF ROAD, 10
 JE0825'FEET NORTHEAST OF FENCE CORNER AND 1 FOOT SOUTHEAST OF THE
 JE0825'RIGHT-OF-WAY FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JE0825'POST, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0366 ***********************************************************************
 JF0366  DESIGNATION -  Q 223
 JF0366  PID         -  JF0366
 JF0366  STATE/COUNTY-  KS/MORRIS
 JF0366  USGS QUAD   -  WILSEY (1972)
 JF0366
 JF0366                         *CURRENT SURVEY CONTROL
 JF0366  ___________________________________________________________________
 JF0366* NAD 83(1986)-  38 44 56.     (N)    096 37 49.     (W)     SCALED    
 JF0366* NAVD 88     -       408.880  (meters)    1341.47   (feet)  ADJUSTED  
 JF0366  ___________________________________________________________________
 JF0366  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 JF0366  DYNAMIC HT  -         408.597 (meters)    1340.54  (feet)  COMP
 JF0366  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 JF0366
 JF0366  VERT ORDER  -  SECOND    CLASS 0
 JF0366
 JF0366.The horizontal coordinates were scaled from a topographic map and have
 JF0366.an estimated accuracy of +/- 6 seconds.
 JF0366
 JF0366.The orthometric height was determined by differential leveling
 JF0366.and adjusted by the National Geodetic Survey in June 1991..
 JF0366
 JF0366.The geoid height was determined by GEOID03.
 JF0366
 JF0366.The dynamic height is computed by dividing the NAVD 88
 JF0366.geopotential number by the normal gravity value computed on the
 JF0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0366.degrees latitude (g = 980.6199 gals.).
 JF0366
 JF0366.The modeled gravity was interpolated from observed gravity values.
 JF0366
 JF0366;                    North         East    Units  Estimated Accuracy
 JF0366;SPC KS N     -    47,030.      519,070.      MT  (+/- 180 meters Scaled)
 JF0366
 JF0366                          SUPERSEDED SURVEY CONTROL
 JF0366
 JF0366  NGVD 29 (??/??/92)  408.735  (m)         1340.99   (f) ADJ UNCH    2 0
 JF0366
 JF0366.Superseded values are not recommended for survey control.
 JF0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0366.See file dsdata.txt to determine how the superseded data were derived.
 JF0366
 JF0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH059915(NAD 83)
 JF0366_MARKER: DB = BENCH MARK DISK
 JF0366_SETTING: 0 = UNSPECIFIED SETTING
 JF0366_STAMPING: Q 223 1934
 JF0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0366
 JF0366  HISTORY     - Date     Condition        Report By
 JF0366  HISTORY     - 1934     MONUMENTED       CGS
 JF0366  HISTORY     - 1968     GOOD             NGS
 JF0366
 JF0366                          STATION DESCRIPTION
 JF0366
 JF0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JF0366'2.3 MI SE FROM PARKERVILLE.
 JF0366'2.3 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE SOUTHEAST
 JF0366'CORNER OF PARKERVILLE, 0.75 MILE WEST OF OLD SYLVAN PARK, 96
 JF0366'FEET EAST OF CENTER OF ROAD, 48 FEET NORTH OF SAME ROAD, 27
 JF0366'FEET SOUTH OF CENTER OF OLD TRACK BED, 1/2 FOOT WEST OF A METAL
 JF0366'WITNESS POST, NORTHEAST OF CURVE IN ROAD, AND PROJECTS 6 INCHES.
 JF0366'NOTE-- OLD RAILROAD HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0590 ***********************************************************************
 HG0590  DESIGNATION -  Q 23
 HG0590  PID         -  HG0590
 HG0590  STATE/COUNTY-  KS/FORD
 HG0590  USGS QUAD   -  BUCKLIN (1969)
 HG0590
 HG0590                         *CURRENT SURVEY CONTROL
 HG0590  ___________________________________________________________________
 HG0590* NAD 83(1986)-  37 32 57.     (N)    099 38 02.     (W)     SCALED    
 HG0590* NAVD 88     -       737.085  (meters)    2418.25   (feet)  ADJUSTED  
 HG0590  ___________________________________________________________________
 HG0590  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 HG0590  DYNAMIC HT  -         736.435 (meters)    2416.12  (feet)  COMP
 HG0590  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 HG0590
 HG0590  VERT ORDER  -  FIRST     CLASS II
 HG0590
 HG0590.The horizontal coordinates were scaled from a topographic map and have
 HG0590.an estimated accuracy of +/- 6 seconds.
 HG0590
 HG0590.The orthometric height was determined by differential leveling
 HG0590.and adjusted by the National Geodetic Survey in June 1991..
 HG0590
 HG0590.The geoid height was determined by GEOID03.
 HG0590
 HG0590.The dynamic height is computed by dividing the NAVD 88
 HG0590.geopotential number by the normal gravity value computed on the
 HG0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0590.degrees latitude (g = 980.6199 gals.).
 HG0590
 HG0590.The modeled gravity was interpolated from observed gravity values.
 HG0590
 HG0590;                    North         East    Units  Estimated Accuracy
 HG0590;SPC KS S     -   498,550.      299,810.      MT  (+/- 180 meters Scaled)
 HG0590
 HG0590                          SUPERSEDED SURVEY CONTROL
 HG0590
 HG0590  NGVD 29 (??/??/92)  736.753  (m)         2417.16   (f) ADJ UNCH    1 2
 HG0590
 HG0590.Superseded values are not recommended for survey control.
 HG0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0590.See file dsdata.txt to determine how the superseded data were derived.
 HG0590
 HG0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG440559(NAD 83)
 HG0590_MARKER: DB = BENCH MARK DISK
 HG0590_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HG0590_SP_SET: BUILDING FOUNDATION
 HG0590_STAMPING: Q 23 1933
 HG0590_MARK LOGO: CGS   
 HG0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0590+STABILITY: POSITION/ELEVATION WELL
 HG0590
 HG0590  HISTORY     - Date     Condition        Report By
 HG0590  HISTORY     - 1933     MONUMENTED       CGS
 HG0590  HISTORY     - 1986     GOOD             NGS
 HG0590
 HG0590                          STATION DESCRIPTION
 HG0590
 HG0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0590'AT BUCKLIN.
 HG0590'AT BUCKLIN, FORD COUNTY, AT THE SOUTHEAST CORNER OF MAIN AND
 HG0590'CENTER STREETS, AT THE POST OFFICE, NORTH OF THE FRONT ENTRANCE,
 HG0590'IN THE FACE OF THE BRICK WALL, AT THE CORNER OF THE BUILDING,
 HG0590'AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED Q 23 1933
 HG0590'AND SET VERTICALLY.
 HG0590
 HG0590                          STATION RECOVERY (1986)
 HG0590
 HG0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0968 ***********************************************************************
 JE0968  DESIGNATION -  Q 230
 JE0968  PID         -  JE0968
 JE0968  STATE/COUNTY-  KS/FRANKLIN
 JE0968  USGS QUAD   -  POMONA (1973)
 JE0968
 JE0968                         *CURRENT SURVEY CONTROL
 JE0968  ___________________________________________________________________
 JE0968* NAD 83(1986)-  38 36 07.     (N)    095 27 15.     (W)     SCALED    
 JE0968* NAVD 88     -       282.679  (meters)     927.42   (feet)  ADJUSTED  
 JE0968  ___________________________________________________________________
 JE0968  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 JE0968  DYNAMIC HT  -         282.481 (meters)     926.77  (feet)  COMP
 JE0968  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 JE0968
 JE0968  VERT ORDER  -  SECOND    CLASS 0
 JE0968
 JE0968.The horizontal coordinates were scaled from a topographic map and have
 JE0968.an estimated accuracy of +/- 6 seconds.
 JE0968
 JE0968.The orthometric height was determined by differential leveling
 JE0968.and adjusted by the National Geodetic Survey in June 1991..
 JE0968
 JE0968.The geoid height was determined by GEOID03.
 JE0968
 JE0968.The dynamic height is computed by dividing the NAVD 88
 JE0968.geopotential number by the normal gravity value computed on the
 JE0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0968.degrees latitude (g = 980.6199 gals.).
 JE0968
 JE0968.The modeled gravity was interpolated from observed gravity values.
 JE0968
 JE0968;                    North         East    Units  Estimated Accuracy
 JE0968;SPC KS S     -   619,130.      665,280.      MT  (+/- 180 meters Scaled)
 JE0968
 JE0968                          SUPERSEDED SURVEY CONTROL
 JE0968
 JE0968  NGVD 29 (??/??/92)  282.544  (m)          926.98   (f) ADJ UNCH    2 0
 JE0968
 JE0968.Superseded values are not recommended for survey control.
 JE0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0968.See file dsdata.txt to determine how the superseded data were derived.
 JE0968
 JE0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC862754(NAD 83)
 JE0968_MARKER: DB = BENCH MARK DISK
 JE0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0968_STAMPING: Q 230 1934
 JE0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0968+STABILITY: SURFACE MOTION
 JE0968
 JE0968  HISTORY     - Date     Condition        Report By
 JE0968  HISTORY     - 1934     MONUMENTED       CGS
 JE0968  HISTORY     - 1955     MARK NOT FOUND   NGS
 JE0968
 JE0968                          STATION DESCRIPTION
 JE0968
 JE0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JE0968'AT POMONA.
 JE0968'AT POMONA, FRANKLIN COUNTY, ON THE MISSOURI PACIFIC RAILROAD, 98
 JE0968'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION SHED, 81
 JE0968'FEET NORTH OF A WHITE POST IN THE SOUTH RIGHT-OF-WAY FENCE, 78
 JE0968'FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BIN USED FOR
 JE0968'SAND STORAGE, 36 FEET EAST OF THE NORTHEAST CORNER OF THE SECTION
 JE0968'HOUSE, 14.5 FEET SOUTH OF THE SOUTH RAIL, AND IN LINE WITH TWO
 JE0968'WHITE POSTS (ONE IN EACH RIGHT-OF-WAY FENCE).  A STANDARD DISK,
 JE0968'STAMPED Q 230 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 JE0968'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1280 ***********************************************************************
 JF1280  DESIGNATION -  Q 231
 JF1280  PID         -  JF1280
 JF1280  STATE/COUNTY-  KS/WABAUNSEE
 JF1280  USGS QUAD   -  ALLENDORPH (1983)
 JF1280
 JF1280                         *CURRENT SURVEY CONTROL
 JF1280  ___________________________________________________________________
 JF1280* NAD 83(1986)-  38 59 34.     (N)    096 16 21.     (W)     SCALED    
 JF1280* NAVD 88     -       327.724  (meters)    1075.21   (feet)  ADJUSTED  
 JF1280  ___________________________________________________________________
 JF1280  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 JF1280  DYNAMIC HT  -         327.501 (meters)    1074.48  (feet)  COMP
 JF1280  MODELED GRAV-     979,939.4   (mgal)                       NAVD 88
 JF1280
 JF1280  VERT ORDER  -  SECOND    CLASS 0
 JF1280
 JF1280.The horizontal coordinates were scaled from a topographic map and have
 JF1280.an estimated accuracy of +/- 6 seconds.
 JF1280
 JF1280.The orthometric height was determined by differential leveling
 JF1280.and adjusted by the National Geodetic Survey in June 1991..
 JF1280
 JF1280.The geoid height was determined by GEOID03.
 JF1280
 JF1280.The dynamic height is computed by dividing the NAVD 88
 JF1280.geopotential number by the normal gravity value computed on the
 JF1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1280.degrees latitude (g = 980.6199 gals.).
 JF1280
 JF1280.The modeled gravity was interpolated from observed gravity values.
 JF1280
 JF1280;                    North         East    Units  Estimated Accuracy
 JF1280;SPC KS N     -    74,630.      549,650.      MT  (+/- 180 meters Scaled)
 JF1280
 JF1280                          SUPERSEDED SURVEY CONTROL
 JF1280
 JF1280  NGVD 29 (??/??/92)  327.588  (m)         1074.76   (f) ADJ UNCH    2 0
 JF1280
 JF1280.Superseded values are not recommended for survey control.
 JF1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1280.See file dsdata.txt to determine how the superseded data were derived.
 JF1280
 JF1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ362195(NAD 83)
 JF1280_MARKER: DB = BENCH MARK DISK
 JF1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1280+STABILITY: SURFACE MOTION
 JF1280
 JF1280  HISTORY     - Date     Condition        Report By
 JF1280  HISTORY     - UNK      MONUMENTED       CGS
 JF1280  HISTORY     - 1934     GOOD             NGS
 JF1280  HISTORY     - 1970     MARK NOT FOUND   USGS
 JF1280
 JF1280                          STATION DESCRIPTION
 JF1280
 JF1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF1280'1.6 MI SE FROM ALMA.
 JF1280'1.6 MILES SE. ALONG A.T. AND S.F. R.R., AT ALLENDORPH SIDING
 JF1280'AND STOCKYARDS, 0.2 MILE NW. OF MP 32.  MARK IS 15 YDS. N. OF
 JF1280'KANSAS HIGHWAY 11 CROSSING, 9 YDS. E. OF CENTERLINE OF MAIN
 JF1280'TRACK AND 15 YDS. S. OF POWER LINE CROSSING.
 JF1280
 JF1280                          STATION RECOVERY (1970)
 JF1280
 JF1280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 JF1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1204 ***********************************************************************
 JE1204  DESIGNATION -  Q 232
 JE1204  PID         -  JE1204
 JE1204  STATE/COUNTY-  KS/COFFEY
 JE1204  USGS QUAD   -  WAVERLY (1973)
 JE1204
 JE1204                         *CURRENT SURVEY CONTROL
 JE1204  ___________________________________________________________________
 JE1204* NAD 83(1986)-  38 24 06.     (N)    095 33 55.     (W)     SCALED    
 JE1204* NAVD 88     -       345.730  (meters)    1134.28   (feet)  ADJUSTED  
 JE1204  ___________________________________________________________________
 JE1204  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JE1204  DYNAMIC HT  -         345.479 (meters)    1133.46  (feet)  COMP
 JE1204  MODELED GRAV-     979,893.9   (mgal)                       NAVD 88
 JE1204
 JE1204  VERT ORDER  -  SECOND    CLASS 0
 JE1204
 JE1204.The horizontal coordinates were scaled from a topographic map and have
 JE1204.an estimated accuracy of +/- 6 seconds.
 JE1204
 JE1204.The orthometric height was determined by differential leveling
 JE1204.and adjusted by the National Geodetic Survey in June 1991..
 JE1204
 JE1204.The geoid height was determined by GEOID03.
 JE1204
 JE1204.The dynamic height is computed by dividing the NAVD 88
 JE1204.geopotential number by the normal gravity value computed on the
 JE1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1204.degrees latitude (g = 980.6199 gals.).
 JE1204
 JE1204.The modeled gravity was interpolated from observed gravity values.
 JE1204
 JE1204;                    North         East    Units  Estimated Accuracy
 JE1204;SPC KS S     -   596,600.      656,300.      MT  (+/- 180 meters Scaled)
 JE1204
 JE1204                          SUPERSEDED SURVEY CONTROL
 JE1204
 JE1204  NGVD 29 (??/??/92)  345.570  (m)         1133.76   (f) ADJ UNCH    2 0
 JE1204
 JE1204.Superseded values are not recommended for survey control.
 JE1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1204.See file dsdata.txt to determine how the superseded data were derived.
 JE1204
 JE1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC759534(NAD 83)
 JE1204_MARKER: DB = BENCH MARK DISK
 JE1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1204_STAMPING: Q 232 1934
 JE1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1204+STABILITY: SURFACE MOTION
 JE1204
 JE1204  HISTORY     - Date     Condition        Report By
 JE1204  HISTORY     - 1934     MONUMENTED       CGS
 JE1204  HISTORY     - 1951     GOOD             NGS
 JE1204
 JE1204                          STATION DESCRIPTION
 JE1204
 JE1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1204'2 MI E FROM WAVERLY.
 JE1204'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT THE 4TH
 JE1204'SOUTHWEST OF ROAD CROSSING, 250 YARDS EAST OF BRIDGE 20 D, 7
 JE1204'FEET SOUTHWEST OF THE 7TH POLE NORTHEAST OF MILEPOST 21, 36 FEET
 JE1204'SOUTHEAST OF THE SOUTHEAST RAIL AND 10 FEET NORTHWEST OF THE
 JE1204'RIGHT-OF-WAY FENCE.  THE DISK IS SET IN THE TOP OF A CONCRETE
 JE1204'POST, PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0643 ***********************************************************************
 HF0643  DESIGNATION -  Q 237
 HF0643  PID         -  HF0643
 HF0643  STATE/COUNTY-  KS/SUMNER
 HF0643  USGS QUAD   -  WELLINGTON (1983)
 HF0643
 HF0643                         *CURRENT SURVEY CONTROL
 HF0643  ___________________________________________________________________
 HF0643* NAD 83(1986)-  37 21 38.     (N)    097 23 31.     (W)     SCALED    
 HF0643* NAVD 88     -       403.441  (meters)    1323.62   (feet)  ADJUSTED  
 HF0643  ___________________________________________________________________
 HF0643  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HF0643  DYNAMIC HT  -         403.117 (meters)    1322.56  (feet)  COMP
 HF0643  MODELED GRAV-     979,815.0   (mgal)                       NAVD 88
 HF0643
 HF0643  VERT ORDER  -  SECOND    CLASS 0
 HF0643
 HF0643.The horizontal coordinates were scaled from a topographic map and have
 HF0643.an estimated accuracy of +/- 6 seconds.
 HF0643
 HF0643.The orthometric height was determined by differential leveling
 HF0643.and adjusted by the National Geodetic Survey in June 1991..
 HF0643
 HF0643.The geoid height was determined by GEOID03.
 HF0643
 HF0643.The dynamic height is computed by dividing the NAVD 88
 HF0643.geopotential number by the normal gravity value computed on the
 HF0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0643.degrees latitude (g = 980.6199 gals.).
 HF0643
 HF0643.The modeled gravity was interpolated from observed gravity values.
 HF0643
 HF0643;                    North         East    Units  Estimated Accuracy
 HF0643;SPC KS S     -   477,600.      498,160.      MT  (+/- 180 meters Scaled)
 HF0643
 HF0643                          SUPERSEDED SURVEY CONTROL
 HF0643
 HF0643  NGVD 29 (??/??/92)  403.318  (m)         1323.22   (f) ADJ UNCH    2 0
 HF0643
 HF0643.Superseded values are not recommended for survey control.
 HF0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0643.See file dsdata.txt to determine how the superseded data were derived.
 HF0643
 HF0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG424360(NAD 83)
 HF0643_MARKER: DB = BENCH MARK DISK
 HF0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0643_STAMPING: Q 237 1934
 HF0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0643+STABILITY: SURFACE MOTION
 HF0643
 HF0643  HISTORY     - Date     Condition        Report By
 HF0643  HISTORY     - 1934     MONUMENTED       CGS
 HF0643
 HF0643                          STATION DESCRIPTION
 HF0643
 HF0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0643'0.9 MI S FROM RIVERDALE.
 HF0643'0.9 MILE SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0643'RAILWAY FROM RIVERDALE, SUMNER COUNTY, AT POLE 267+07-1/3,
 HF0643'3-3/4 RAILS SOUTH OF THE CENTER OF A ROAD CROSSING, 40 FEET EAST
 HF0643'OF THE CENTERLINE OF THE TRACK, AND 3 FEET WEST OF THE RIGHT-OF-WAY
 HF0643'FENCE.  A STANDARD DISK, STAMPED Q 237 1934 AND SET IN THE TOP
 HF0643'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0732 ***********************************************************************
 HF0732  DESIGNATION -  Q 238
 HF0732  PID         -  HF0732
 HF0732  STATE/COUNTY-  KS/HARPER
 HF0732  USGS QUAD   -  DANVILLE (1971)
 HF0732
 HF0732                         *CURRENT SURVEY CONTROL
 HF0732  ___________________________________________________________________
 HF0732* NAD 83(1986)-  37 17 17.     (N)    097 53 30.     (W)     SCALED    
 HF0732* NAVD 88     -       410.437  (meters)    1346.58   (feet)  ADJUSTED  
 HF0732  ___________________________________________________________________
 HF0732  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HF0732  DYNAMIC HT  -         410.094 (meters)    1345.45  (feet)  COMP
 HF0732  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 HF0732
 HF0732  VERT ORDER  -  SECOND    CLASS 0
 HF0732
 HF0732.The horizontal coordinates were scaled from a topographic map and have
 HF0732.an estimated accuracy of +/- 6 seconds.
 HF0732
 HF0732.The orthometric height was determined by differential leveling
 HF0732.and adjusted by the National Geodetic Survey in June 1991..
 HF0732
 HF0732.The geoid height was determined by GEOID03.
 HF0732
 HF0732.The dynamic height is computed by dividing the NAVD 88
 HF0732.geopotential number by the normal gravity value computed on the
 HF0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0732.degrees latitude (g = 980.6199 gals.).
 HF0732
 HF0732.The modeled gravity was interpolated from observed gravity values.
 HF0732
 HF0732;                    North         East    Units  Estimated Accuracy
 HF0732;SPC KS S     -   469,140.      453,940.      MT  (+/- 180 meters Scaled)
 HF0732
 HF0732                          SUPERSEDED SURVEY CONTROL
 HF0732
 HF0732  NGVD 29 (??/??/92)  410.309  (m)         1346.16   (f) ADJ UNCH    2 0
 HF0732
 HF0732.Superseded values are not recommended for survey control.
 HF0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0732.See file dsdata.txt to determine how the superseded data were derived.
 HF0732
 HF0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG982274(NAD 83)
 HF0732_MARKER: DB = BENCH MARK DISK
 HF0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0732_STAMPING: Q 238 1934
 HF0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0732+STABILITY: SURFACE MOTION
 HF0732
 HF0732  HISTORY     - Date     Condition        Report By
 HF0732  HISTORY     - 1934     MONUMENTED       CGS
 HF0732
 HF0732                          STATION DESCRIPTION
 HF0732
 HF0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0732'AT DANVILLE.
 HF0732'AT DANVILLE, HARPER COUNTY, 9 FEET NORTHEAST OF THE NORTHEAST
 HF0732'CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION,
 HF0732'1-1/2 FEET SOUTHEAST OF THE BRICK PLATFORM CORNER EAST OF THE
 HF0732'STATION, AND 12 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 HF0732'STAMPED Q 238 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0819 ***********************************************************************
 HF0819  DESIGNATION -  Q 239
 HF0819  PID         -  HF0819
 HF0819  STATE/COUNTY-  KS/HARPER
 HF0819  USGS QUAD   -  BLUFF CITY EAST (1971)
 HF0819
 HF0819                         *CURRENT SURVEY CONTROL
 HF0819  ___________________________________________________________________
 HF0819* NAD 83(1986)-  37 04 00.     (N)    097 49 13.     (W)     SCALED    
 HF0819* NAVD 88     -       363.038  (meters)    1191.07   (feet)  ADJUSTED  
 HF0819  ___________________________________________________________________
 HF0819  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HF0819  DYNAMIC HT  -         362.734 (meters)    1190.07  (feet)  COMP
 HF0819  MODELED GRAV-     979,781.6   (mgal)                       NAVD 88
 HF0819
 HF0819  VERT ORDER  -  SECOND    CLASS 0
 HF0819
 HF0819.The horizontal coordinates were scaled from a topographic map and have
 HF0819.an estimated accuracy of +/- 6 seconds.
 HF0819
 HF0819.The orthometric height was determined by differential leveling
 HF0819.and adjusted by the National Geodetic Survey in June 1991..
 HF0819
 HF0819.The geoid height was determined by GEOID03.
 HF0819
 HF0819.The dynamic height is computed by dividing the NAVD 88
 HF0819.geopotential number by the normal gravity value computed on the
 HF0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0819.degrees latitude (g = 980.6199 gals.).
 HF0819
 HF0819.The modeled gravity was interpolated from observed gravity values.
 HF0819
 HF0819;                    North         East    Units  Estimated Accuracy
 HF0819;SPC KS S     -   444,620.      460,450.      MT  (+/- 180 meters Scaled)
 HF0819
 HF0819                          SUPERSEDED SURVEY CONTROL
 HF0819
 HF0819  NGVD 29 (??/??/92)  362.928  (m)         1190.71   (f) ADJ UNCH    2 0
 HF0819
 HF0819.Superseded values are not recommended for survey control.
 HF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0819.See file dsdata.txt to determine how the superseded data were derived.
 HF0819
 HF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG048029(NAD 83)
 HF0819_MARKER: DB = BENCH MARK DISK
 HF0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0819_STAMPING: Q 239 1934
 HF0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0819+STABILITY: SURFACE MOTION
 HF0819
 HF0819  HISTORY     - Date     Condition        Report By
 HF0819  HISTORY     - 1934     MONUMENTED       CGS
 HF0819
 HF0819                          STATION DESCRIPTION
 HF0819
 HF0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0819'1.9 MI W FROM METCALF.
 HF0819'IN HARPER COUNTY, 1.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND
 HF0819'SANTA FE RAILWAY FROM METCALF, SUMNER COUNTY, 8 RAILS EAST OF
 HF0819'MILEPOST 45, AT A ROAD CROSSING, 54 FEET WEST OF THE CENTER
 HF0819'LINE OF THE ROAD, 44 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 HF0819'AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 HF0819'STAMPED Q 239 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0319 ***********************************************************************
 JF0319  DESIGNATION -  Q 240
 JF0319  PID         -  JF0319
 JF0319  STATE/COUNTY-  KS/CHASE
 JF0319  USGS QUAD   -  MATFIELD GREEN SE (1967)
 JF0319
 JF0319                         *CURRENT SURVEY CONTROL
 JF0319  ___________________________________________________________________
 JF0319* NAD 83(1986)-  38 07 13.     (N)    096 35 36.     (W)     SCALED    
 JF0319* NAVD 88     -       431.623  (meters)    1416.08   (feet)  ADJUSTED  
 JF0319  ___________________________________________________________________
 JF0319  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 JF0319  DYNAMIC HT  -         431.295 (meters)    1415.01  (feet)  COMP
 JF0319  MODELED GRAV-     979,856.4   (mgal)                       NAVD 88
 JF0319
 JF0319  VERT ORDER  -  SECOND    CLASS 0
 JF0319
 JF0319.The horizontal coordinates were scaled from a topographic map and have
 JF0319.an estimated accuracy of +/- 6 seconds.
 JF0319
 JF0319.The orthometric height was determined by differential leveling
 JF0319.and adjusted by the National Geodetic Survey in June 1991..
 JF0319
 JF0319.The geoid height was determined by GEOID03.
 JF0319
 JF0319.The dynamic height is computed by dividing the NAVD 88
 JF0319.geopotential number by the normal gravity value computed on the
 JF0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0319.degrees latitude (g = 980.6199 gals.).
 JF0319
 JF0319.The modeled gravity was interpolated from observed gravity values.
 JF0319
 JF0319;                    North         East    Units  Estimated Accuracy
 JF0319;SPC KS S     -   563,040.      567,170.      MT  (+/- 180 meters Scaled)
 JF0319
 JF0319                          SUPERSEDED SURVEY CONTROL
 JF0319
 JF0319  NGVD 29 (??/??/92)  431.458  (m)         1415.54   (f) ADJ UNCH    2 0
 JF0319
 JF0319.Superseded values are not recommended for survey control.
 JF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0319.See file dsdata.txt to determine how the superseded data were derived.
 JF0319
 JF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH109218(NAD 83)
 JF0319_MARKER: DB = BENCH MARK DISK
 JF0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0319+STABILITY: SURFACE MOTION
 JF0319
 JF0319  HISTORY     - Date     Condition        Report By
 JF0319  HISTORY     - UNK      MONUMENTED       CGS
 JF0319  HISTORY     - 1934     GOOD             NGS
 JF0319  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0319
 JF0319                          STATION DESCRIPTION
 JF0319
 JF0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0319'3.4 MI S FROM MATFIELD GREEN.
 JF0319'3.4 MILES SOUTH OF BY RAILROAD, ALONG THE ATCHISON TOPEKA AND
 JF0319'SANTA FE RR, 90 FEET WEST OF CENTER OF TRACK, 10 FEET EAST OF
 JF0319'RIGHT-OF-WAY FENCE, OPPOSITE THE 4TH POLE NORTH OF MP 148, 7
 JF0319'POLES SOUTH OF STATE HIGHWAY 13 UNDERPASS OF RAILROAD, 1 IN ABOVE
 JF0319'THE GROUND.  NOTE-- CONSTRUCTION ON RR RIGHT-OF-WAY MAY HAVE
 JF0319'DESTROYED THE MARK.
 JF0319
 JF0319                          STATION RECOVERY (1968)
 JF0319
 JF0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0673 ***********************************************************************
 HF0673  DESIGNATION -  Q 241
 HF0673  PID         -  HF0673
 HF0673  STATE/COUNTY-  KS/BUTLER
 HF0673  USGS QUAD   -  UDALL (1983)
 HF0673
 HF0673                         *CURRENT SURVEY CONTROL
 HF0673  ___________________________________________________________________
 HF0673* NAD 83(1986)-  37 29 25.     (N)    097 00 34.     (W)     SCALED    
 HF0673* NAVD 88     -       358.445  (meters)    1176.00   (feet)  ADJUSTED  
 HF0673  ___________________________________________________________________
 HF0673  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0673  DYNAMIC HT  -         358.160 (meters)    1175.06  (feet)  COMP
 HF0673  MODELED GRAV-     979,824.5   (mgal)                       NAVD 88
 HF0673
 HF0673  VERT ORDER  -  SECOND    CLASS 0
 HF0673
 HF0673.The horizontal coordinates were scaled from a topographic map and have
 HF0673.an estimated accuracy of +/- 6 seconds.
 HF0673
 HF0673.The orthometric height was determined by differential leveling
 HF0673.and adjusted by the National Geodetic Survey in June 1991..
 HF0673
 HF0673.The geoid height was determined by GEOID03.
 HF0673
 HF0673.The dynamic height is computed by dividing the NAVD 88
 HF0673.geopotential number by the normal gravity value computed on the
 HF0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0673.degrees latitude (g = 980.6199 gals.).
 HF0673
 HF0673.The modeled gravity was interpolated from observed gravity values.
 HF0673
 HF0673;                    North         East    Units  Estimated Accuracy
 HF0673;SPC KS S     -   492,460.      531,810.      MT  (+/- 180 meters Scaled)
 HF0673
 HF0673                          SUPERSEDED SURVEY CONTROL
 HF0673
 HF0673  NGVD 29 (??/??/92)  358.320  (m)         1175.59   (f) ADJ UNCH    2 0
 HF0673
 HF0673.Superseded values are not recommended for survey control.
 HF0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0673.See file dsdata.txt to determine how the superseded data were derived.
 HF0673
 HF0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG759511(NAD 83)
 HF0673_MARKER: DB = BENCH MARK DISK
 HF0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0673_STAMPING: Q 241 1934
 HF0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0673+STABILITY: SURFACE MOTION
 HF0673
 HF0673  HISTORY     - Date     Condition        Report By
 HF0673  HISTORY     - 1934     MONUMENTED       CGS
 HF0673  HISTORY     - 1962     GOOD             NGS
 HF0673
 HF0673                          STATION DESCRIPTION
 HF0673
 HF0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0673'1.8 MI S FROM DOUGLASS.
 HF0673'1.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0673'FROM DOUGLASS, BUTLER COUNTY, NEAR MILEAGE 212.68, AT A ROAD
 HF0673'CROSSING, 50 FEET EAST OF THE CENTERLINE OF THE TRACK, 30 FEET
 HF0673'SOUTH OF THE CENTERLINE OF THE ROAD, AND 4 FEET SOUTH AND
 HF0673'1 FOOT WEST OF A RIGHT OF WAY FENCE CORNER.  A STANDARD DISK,
 HF0673'STAMPED Q 241 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0250 ***********************************************************************
 HF0250  DESIGNATION -  Q 242
 HF0250  PID         -  HF0250
 HF0250  STATE/COUNTY-  KS/COWLEY
 HF0250  USGS QUAD   -  CAMBRIDGE (1962)
 HF0250
 HF0250                         *CURRENT SURVEY CONTROL
 HF0250  ___________________________________________________________________
 HF0250* NAD 83(1986)-  37 18 57.     (N)    096 43 28.     (W)     SCALED    
 HF0250* NAVD 88     -       418.192  (meters)    1372.02   (feet)  ADJUSTED  
 HF0250  ___________________________________________________________________
 HF0250  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 HF0250  DYNAMIC HT  -         417.847 (meters)    1370.89  (feet)  COMP
 HF0250  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 HF0250
 HF0250  VERT ORDER  -  SECOND    CLASS 0
 HF0250
 HF0250.The horizontal coordinates were scaled from a topographic map and have
 HF0250.an estimated accuracy of +/- 6 seconds.
 HF0250
 HF0250.The orthometric height was determined by differential leveling
 HF0250.and adjusted by the National Geodetic Survey in June 1991..
 HF0250
 HF0250.The geoid height was determined by GEOID03.
 HF0250
 HF0250.The dynamic height is computed by dividing the NAVD 88
 HF0250.geopotential number by the normal gravity value computed on the
 HF0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0250.degrees latitude (g = 980.6199 gals.).
 HF0250
 HF0250.The modeled gravity was interpolated from observed gravity values.
 HF0250
 HF0250;                    North         East    Units  Estimated Accuracy
 HF0250;SPC KS S     -   473,550.      557,380.      MT  (+/- 180 meters Scaled)
 HF0250
 HF0250                          SUPERSEDED SURVEY CONTROL
 HF0250
 HF0250  NGVD 29 (??/??/92)  418.060  (m)         1371.59   (f) ADJ UNCH    2 0
 HF0250
 HF0250.Superseded values are not recommended for survey control.
 HF0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0250.See file dsdata.txt to determine how the superseded data were derived.
 HF0250
 HF0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG016323(NAD 83)
 HF0250_MARKER: DB = BENCH MARK DISK
 HF0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0250_STAMPING: Q 242 1934
 HF0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0250+STABILITY: SURFACE MOTION
 HF0250
 HF0250  HISTORY     - Date     Condition        Report By
 HF0250  HISTORY     - 1934     MONUMENTED       CGS
 HF0250  HISTORY     - 1940     GOOD             NGS
 HF0250
 HF0250                          STATION DESCRIPTION
 HF0250
 HF0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HF0250'1.6 MI E FROM BURDEN.
 HF0250'1.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0250'FROM BURDEN, COWLEY COUNTY, NEAR MILEAGE 229.3, 1-1/2 RAILS WEST
 HF0250'OF A ROAD CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 HF0250'AND 15 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 HF0250'STAMPED Q 242 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0159 ***********************************************************************
 HF0159  DESIGNATION -  Q 243
 HF0159  PID         -  HF0159
 HF0159  STATE/COUNTY-  KS/ELK
 HF0159  USGS QUAD   -  OAK VALLEY (1976)
 HF0159
 HF0159                         *CURRENT SURVEY CONTROL
 HF0159  ___________________________________________________________________
 HF0159* NAD 83(1986)-  37 21 27.     (N)    096 01 39.     (W)     SCALED    
 HF0159* NAVD 88     -       263.875  (meters)     865.73   (feet)  ADJUSTED  
 HF0159  ___________________________________________________________________
 HF0159  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 HF0159  DYNAMIC HT  -         263.664 (meters)     865.04  (feet)  COMP
 HF0159  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 HF0159
 HF0159  VERT ORDER  -  SECOND    CLASS 0
 HF0159
 HF0159.The horizontal coordinates were scaled from a topographic map and have
 HF0159.an estimated accuracy of +/- 6 seconds.
 HF0159
 HF0159.The orthometric height was determined by differential leveling
 HF0159.and adjusted by the National Geodetic Survey in June 1991..
 HF0159
 HF0159.The geoid height was determined by GEOID03.
 HF0159
 HF0159.The dynamic height is computed by dividing the NAVD 88
 HF0159.geopotential number by the normal gravity value computed on the
 HF0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0159.degrees latitude (g = 980.6199 gals.).
 HF0159
 HF0159.The modeled gravity was interpolated from observed gravity values.
 HF0159
 HF0159;                    North         East    Units  Estimated Accuracy
 HF0159;SPC KS S     -   479,580.      619,020.      MT  (+/- 180 meters Scaled)
 HF0159
 HF0159                          SUPERSEDED SURVEY CONTROL
 HF0159
 HF0159  NGVD 29 (??/??/92)  263.730  (m)          865.25   (f) ADJ UNCH    2 0
 HF0159
 HF0159.Superseded values are not recommended for survey control.
 HF0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0159.See file dsdata.txt to determine how the superseded data were derived.
 HF0159
 HF0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG632386(NAD 83)
 HF0159_MARKER: DB = BENCH MARK DISK
 HF0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0159_STAMPING: Q 243 1935
 HF0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0159+STABILITY: SURFACE MOTION
 HF0159
 HF0159  HISTORY     - Date     Condition        Report By
 HF0159  HISTORY     - 1935     MONUMENTED       CGS
 HF0159  HISTORY     - 1981     MARK NOT FOUND   KSDT
 HF0159  HISTORY     - 1981     MARK NOT FOUND   KSDT
 HF0159
 HF0159                          STATION DESCRIPTION
 HF0159
 HF0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0159'1.4 MI W FROM OAK VALLEY.
 HF0159'1.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0159'FROM OAK VALLEY, ELK COUNTY, AT A TOWNSHIP-ROAD CROSSING, 30
 HF0159'FEET WEST OF THE ROAD, 30 FEET SOUTH OF THE CENTERLINE OF THE
 HF0159'TRACK, AND NEAR A NORTH-AND-SOUTH FENCE.  A STANDARD DISK,
 HF0159'STAMPED Q 243 1935 AND SET IN THE TOP OF A CONCRETE POST
 HF0159'PROJECTING 6 INCHES ABOVE GROUND.
 HF0159
 HF0159                          STATION RECOVERY (1981)
 HF0159
 HF0159'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 HF0159'MARK NOT FOUND.
 HF0159
 HF0159                          STATION RECOVERY (1981)
 HF0159
 HF0159'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 HF0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0079 ***********************************************************************
 HF0079  DESIGNATION -  Q 244
 HF0079  PID         -  HF0079
 HF0079  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0079  USGS QUAD   -  MOLINE (1979)
 HF0079
 HF0079                         *CURRENT SURVEY CONTROL
 HF0079  ___________________________________________________________________
 HF0079* NAD 83(1986)-  37 15 50.     (N)    096 16 27.     (W)     SCALED    
 HF0079* NAVD 88     -       332.301  (meters)    1090.22   (feet)  ADJUSTED  
 HF0079  ___________________________________________________________________
 HF0079  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 HF0079  DYNAMIC HT  -         332.030 (meters)    1089.34  (feet)  COMP
 HF0079  MODELED GRAV-     979,805.1   (mgal)                       NAVD 88
 HF0079
 HF0079  VERT ORDER  -  SECOND    CLASS 0
 HF0079
 HF0079.The horizontal coordinates were scaled from a topographic map and have
 HF0079.an estimated accuracy of +/- 6 seconds.
 HF0079
 HF0079.The orthometric height was determined by differential leveling
 HF0079.and adjusted by the National Geodetic Survey in June 1991..
 HF0079
 HF0079.The geoid height was determined by GEOID03.
 HF0079
 HF0079.The dynamic height is computed by dividing the NAVD 88
 HF0079.geopotential number by the normal gravity value computed on the
 HF0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0079.degrees latitude (g = 980.6199 gals.).
 HF0079
 HF0079.The modeled gravity was interpolated from observed gravity values.
 HF0079
 HF0079;                    North         East    Units  Estimated Accuracy
 HF0079;SPC KS S     -   468,640.      597,420.      MT  (+/- 180 meters Scaled)
 HF0079
 HF0079                          SUPERSEDED SURVEY CONTROL
 HF0079
 HF0079  NGVD 29 (??/??/92)  332.155  (m)         1089.75   (f) ADJ UNCH    2 0
 HF0079
 HF0079.Superseded values are not recommended for survey control.
 HF0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0079.See file dsdata.txt to determine how the superseded data were derived.
 HF0079
 HF0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG417276(NAD 83)
 HF0079_MARKER: DB = BENCH MARK DISK
 HF0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0079_STAMPING: Q 244 1935
 HF0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0079+STABILITY: SURFACE MOTION
 HF0079
 HF0079  HISTORY     - Date     Condition        Report By
 HF0079  HISTORY     - 1935     MONUMENTED       CGS
 HF0079
 HF0079                          STATION DESCRIPTION
 HF0079
 HF0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HF0079'8.1 MI S FROM MOLINE.
 HF0079'IN CHAUTAUQUA COUNTY, 8.1 MILES SOUTH ALONG STATE HIGHWAY 99 FROM
 HF0079'MOLINE, ELK COUNTY, 100 YARDS FROM A FARMHOUSE ON THE EAST SIDE
 HF0079'OF THE HIGHWAY, 75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 HF0079'AND 4 FEET EAST OF A 4-FOOT BUSH.  A STANDARD DISK, STAMPED Q
 HF0079'244 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 HF0079'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0640 ***********************************************************************
 HE0640  DESIGNATION -  Q 245
 HE0640  PID         -  HE0640
 HE0640  STATE/COUNTY-  KS/WILSON
 HE0640  USGS QUAD   -  BUFFALO (1959)
 HE0640
 HE0640                         *CURRENT SURVEY CONTROL
 HE0640  ___________________________________________________________________
 HE0640* NAD 83(1986)-  37 39 08.     (N)    095 39 30.     (W)     SCALED    
 HE0640* NAVD 88     -       299.682  (meters)     983.21   (feet)  ADJUSTED  
 HE0640  ___________________________________________________________________
 HE0640  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0640  DYNAMIC HT  -         299.448 (meters)     982.44  (feet)  COMP
 HE0640  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 HE0640
 HE0640  VERT ORDER  -  SECOND    CLASS 0
 HE0640
 HE0640.The horizontal coordinates were scaled from a topographic map and have
 HE0640.an estimated accuracy of +/- 6 seconds.
 HE0640
 HE0640.The orthometric height was determined by differential leveling
 HE0640.and adjusted by the National Geodetic Survey in June 1991..
 HE0640
 HE0640.The geoid height was determined by GEOID03.
 HE0640
 HE0640.The dynamic height is computed by dividing the NAVD 88
 HE0640.geopotential number by the normal gravity value computed on the
 HE0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0640.degrees latitude (g = 980.6199 gals.).
 HE0640
 HE0640.The modeled gravity was interpolated from observed gravity values.
 HE0640
 HE0640;                    North         East    Units  Estimated Accuracy
 HE0640;SPC KS S     -   513,200.      650,710.      MT  (+/- 180 meters Scaled)
 HE0640
 HE0640                          SUPERSEDED SURVEY CONTROL
 HE0640
 HE0640  NGVD 29 (??/??/92)  299.534  (m)          982.72   (f) ADJ UNCH    2 0
 HE0640
 HE0640.Superseded values are not recommended for survey control.
 HE0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0640.See file dsdata.txt to determine how the superseded data were derived.
 HE0640
 HE0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB654705(NAD 83)
 HE0640_MARKER: DB = BENCH MARK DISK
 HE0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0640_STAMPING: Q 245 1934
 HE0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0640+STABILITY: SURFACE MOTION
 HE0640
 HE0640  HISTORY     - Date     Condition        Report By
 HE0640  HISTORY     - 1934     MONUMENTED       CGS
 HE0640  HISTORY     - 1964     GOOD             NGS
 HE0640
 HE0640                          STATION DESCRIPTION
 HE0640
 HE0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HE0640'5.2 MI NE FROM BENEDICT.
 HE0640'5.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HE0640'RAILROAD FROM THE STATION AT BENEDICT, AT REST SIDING.  4
 HE0640'POLES WEST OF THE STATION SIGN, 3 POLES NORTHEAST OF MILE POST
 HE0640'139, 41.5 FEET SOUTH OF THE CENTER OF THE TRACKS, 8.8 FEET
 HE0640'NORTH OF A FENCE, 4.6 FEET SOUTH OF A TELEPHONE POLE, SET IN
 HE0640'THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 0.1
 HE0640'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1173 ***********************************************************************
 JE1173  DESIGNATION -  Q 246
 JE1173  PID         -  JE1173
 JE1173  STATE/COUNTY-  KS/COFFEY
 JE1173  USGS QUAD   -  LE ROY (1971)
 JE1173
 JE1173                         *CURRENT SURVEY CONTROL
 JE1173  ___________________________________________________________________
 JE1173* NAD 83(1986)-  38 02 45.     (N)    095 38 15.     (W)     SCALED    
 JE1173* NAVD 88     -       302.213  (meters)     991.51   (feet)  ADJUSTED  
 JE1173  ___________________________________________________________________
 JE1173  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JE1173  DYNAMIC HT  -         301.987 (meters)     990.77  (feet)  COMP
 JE1173  MODELED GRAV-     979,874.7   (mgal)                       NAVD 88
 JE1173
 JE1173  VERT ORDER  -  SECOND    CLASS 0
 JE1173
 JE1173.The horizontal coordinates were scaled from a topographic map and have
 JE1173.an estimated accuracy of +/- 6 seconds.
 JE1173
 JE1173.The orthometric height was determined by differential leveling
 JE1173.and adjusted by the National Geodetic Survey in June 1991..
 JE1173
 JE1173.The geoid height was determined by GEOID03.
 JE1173
 JE1173.The dynamic height is computed by dividing the NAVD 88
 JE1173.geopotential number by the normal gravity value computed on the
 JE1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1173.degrees latitude (g = 980.6199 gals.).
 JE1173
 JE1173.The modeled gravity was interpolated from observed gravity values.
 JE1173
 JE1173;                    North         East    Units  Estimated Accuracy
 JE1173;SPC KS S     -   556,920.      651,210.      MT  (+/- 180 meters Scaled)
 JE1173
 JE1173                          SUPERSEDED SURVEY CONTROL
 JE1173
 JE1173  NGVD 29 (??/??/92)  302.060  (m)          991.01   (f) ADJ UNCH    2 0
 JE1173
 JE1173.Superseded values are not recommended for survey control.
 JE1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1173.See file dsdata.txt to determine how the superseded data were derived.
 JE1173
 JE1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC685141(NAD 83)
 JE1173_MARKER: DB = BENCH MARK DISK
 JE1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1173+STABILITY: SURFACE MOTION
 JE1173
 JE1173  HISTORY     - Date     Condition        Report By
 JE1173  HISTORY     - UNK      MONUMENTED       CGS
 JE1173  HISTORY     - 1935     GOOD             NGS
 JE1173
 JE1173                          STATION DESCRIPTION
 JE1173
 JE1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1173'3 MI S FROM LE ROY.
 JE1173'3 MILES S. OF LE ROY.  MARK IS AT JCT. OF M.K. AND T. MO. P.
 JE1173'R.R. AT MOODY STATION.  9 YDS. E. OF CENTER OF MO. P. TRACKS
 JE1173'AND 8 YDS. N. OF M.K. AND T. TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0735 ***********************************************************************
 JE0735  DESIGNATION -  Q 251
 JE0735  PID         -  JE0735
 JE0735  STATE/COUNTY-  KS/LINN
 JE0735  USGS QUAD   -  PLEASANTON (1978)
 JE0735
 JE0735                         *CURRENT SURVEY CONTROL
 JE0735  ___________________________________________________________________
 JE0735* NAD 83(1986)-  38 10 10.     (N)    094 42 25.     (W)     SCALED    
 JE0735* NAVD 88     -       261.328  (meters)     857.37   (feet)  ADJUSTED  
 JE0735  ___________________________________________________________________
 JE0735  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 JE0735  DYNAMIC HT  -         261.136 (meters)     856.74  (feet)  COMP
 JE0735  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 JE0735
 JE0735  VERT ORDER  -  SECOND    CLASS 0
 JE0735
 JE0735.The horizontal coordinates were scaled from a topographic map and have
 JE0735.an estimated accuracy of +/- 6 seconds.
 JE0735
 JE0735.The orthometric height was determined by differential leveling
 JE0735.and adjusted by the National Geodetic Survey in June 1991..
 JE0735
 JE0735.The geoid height was determined by GEOID03.
 JE0735
 JE0735.The dynamic height is computed by dividing the NAVD 88
 JE0735.geopotential number by the normal gravity value computed on the
 JE0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0735.degrees latitude (g = 980.6199 gals.).
 JE0735
 JE0735.The modeled gravity was interpolated from observed gravity values.
 JE0735
 JE0735;                    North         East    Units  Estimated Accuracy
 JE0735;SPC KS S     -   573,550.      732,280.      MT  (+/- 180 meters Scaled)
 JE0735
 JE0735                          SUPERSEDED SURVEY CONTROL
 JE0735
 JE0735  NGVD 29 (??/??/92)  261.200  (m)          856.95   (f) ADJ UNCH    2 0
 JE0735
 JE0735.Superseded values are not recommended for survey control.
 JE0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0735.See file dsdata.txt to determine how the superseded data were derived.
 JE0735
 JE0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC504259(NAD 83)
 JE0735_MARKER: DB = BENCH MARK DISK
 JE0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0735_STAMPING: Q 251 1934
 JE0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0735+STABILITY: SURFACE MOTION
 JE0735
 JE0735  HISTORY     - Date     Condition        Report By
 JE0735  HISTORY     - 1934     MONUMENTED       CGS
 JE0735  HISTORY     - 1946     GOOD             NGS
 JE0735
 JE0735                          STATION DESCRIPTION
 JE0735
 JE0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JE0735'0.4 MI S FROM PLEASANTON.
 JE0735'0.4 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JE0735'PLEASANTON, LINN COUNTY, 14 POLES SOUTH OF MILEPOST 74, 45 FEET
 JE0735'WEST OF THE CENTERLINE OF THE MAIN TRACK, 42 FEET SOUTH OF THE
 JE0735'CENTERLINE OF A ROAD, AND 4 FEET SOUTH OF A CORNER FENCE POST.
 JE0735'A STANDARD DISK, STAMPED Q 251 1934 AND SET IN THE TOP OF A
 JE0735'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0302 ***********************************************************************
 HE0302  DESIGNATION -  Q 252
 HE0302  PID         -  HE0302
 HE0302  STATE/COUNTY-  KS/BOURBON
 HE0302  USGS QUAD   -  HIATTVILLE (1964)
 HE0302
 HE0302                         *CURRENT SURVEY CONTROL
 HE0302  ___________________________________________________________________
 HE0302* NAD 83(1986)-  37 42 35.     (N)    094 46 36.     (W)     SCALED    
 HE0302* NAVD 88     -       296.205  (meters)     971.80   (feet)  ADJUSTED  
 HE0302  ___________________________________________________________________
 HE0302  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 HE0302  DYNAMIC HT  -         295.978 (meters)     971.05  (feet)  COMP
 HE0302  MODELED GRAV-     979,855.3   (mgal)                       NAVD 88
 HE0302
 HE0302  VERT ORDER  -  SECOND    CLASS 0
 HE0302
 HE0302.The horizontal coordinates were scaled from a topographic map and have
 HE0302.an estimated accuracy of +/- 6 seconds.
 HE0302
 HE0302.The orthometric height was determined by differential leveling
 HE0302.and adjusted by the National Geodetic Survey in June 1991..
 HE0302
 HE0302.The geoid height was determined by GEOID03.
 HE0302
 HE0302.The dynamic height is computed by dividing the NAVD 88
 HE0302.geopotential number by the normal gravity value computed on the
 HE0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0302.degrees latitude (g = 980.6199 gals.).
 HE0302
 HE0302.The modeled gravity was interpolated from observed gravity values.
 HE0302
 HE0302;                    North         East    Units  Estimated Accuracy
 HE0302;SPC KS S     -   522,320.      728,210.      MT  (+/- 180 meters Scaled)
 HE0302
 HE0302                          SUPERSEDED SURVEY CONTROL
 HE0302
 HE0302  NGVD 29 (??/??/92)  296.087  (m)          971.41   (f) ADJ UNCH    2 0
 HE0302
 HE0302.Superseded values are not recommended for survey control.
 HE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0302.See file dsdata.txt to determine how the superseded data were derived.
 HE0302
 HE0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB433750(NAD 83)
 HE0302_MARKER: DB = BENCH MARK DISK
 HE0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0302_STAMPING: Q 252 1934
 HE0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0302+STABILITY: SURFACE MOTION
 HE0302
 HE0302  HISTORY     - Date     Condition        Report By
 HE0302  HISTORY     - 1934     MONUMENTED       CGS
 HE0302
 HE0302                          STATION DESCRIPTION
 HE0302
 HE0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0302'0.8 MI N FROM ANNA.
 HE0302'0.8 MILE NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0302'THE STATION AT ANNA, BOURBON COUNTY, 27 POLES SOUTH OF MILEPOST
 HE0302'109, 47 FEET SOUTH OF THE CENTERLINE OF A ROAD, 42 FEET EAST
 HE0302'OF THE CENTERLINE OF THE MAIN TRACK, AND 25 FEET SOUTH OF A
 HE0302'CORNER FENCE POST.  A STANDARD DISK, STAMPED Q 252 1934 AND SET
 HE0302'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0232 ***********************************************************************
 HE0232  DESIGNATION -  Q 253
 HE0232  PID         -  HE0232
 HE0232  STATE/COUNTY-  KS/CHEROKEE
 HE0232  USGS QUAD   -  CHEROKEE (1964)
 HE0232
 HE0232                         *CURRENT SURVEY CONTROL
 HE0232  ___________________________________________________________________
 HE0232* NAD 83(1986)-  37 15 06.     (N)    094 49 34.     (W)     SCALED    
 HE0232* NAVD 88     -       281.276  (meters)     922.82   (feet)  ADJUSTED  
 HE0232  ___________________________________________________________________
 HE0232  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 HE0232  DYNAMIC HT  -         281.051 (meters)     922.08  (feet)  COMP
 HE0232  MODELED GRAV-     979,824.8   (mgal)                       NAVD 88
 HE0232
 HE0232  VERT ORDER  -  SECOND    CLASS 0
 HE0232
 HE0232.The horizontal coordinates were scaled from a topographic map and have
 HE0232.an estimated accuracy of +/- 6 seconds.
 HE0232
 HE0232.The orthometric height was determined by differential leveling
 HE0232.and adjusted by the National Geodetic Survey in June 1991..
 HE0232
 HE0232.The geoid height was determined by GEOID03.
 HE0232
 HE0232.The dynamic height is computed by dividing the NAVD 88
 HE0232.geopotential number by the normal gravity value computed on the
 HE0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0232.degrees latitude (g = 980.6199 gals.).
 HE0232
 HE0232.The modeled gravity was interpolated from observed gravity values.
 HE0232
 HE0232;                    North         East    Units  Estimated Accuracy
 HE0232;SPC KS S     -   471,350.      725,860.      MT  (+/- 180 meters Scaled)
 HE0232
 HE0232                          SUPERSEDED SURVEY CONTROL
 HE0232
 HE0232  NGVD 29 (??/??/92)  281.164  (m)          922.45   (f) ADJ UNCH    2 0
 HE0232
 HE0232.Superseded values are not recommended for survey control.
 HE0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0232.See file dsdata.txt to determine how the superseded data were derived.
 HE0232
 HE0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB380243(NAD 83)
 HE0232_MARKER: DB = BENCH MARK DISK
 HE0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0232_STAMPING: Q 253 1934
 HE0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0232+STABILITY: SURFACE MOTION
 HE0232
 HE0232  HISTORY     - Date     Condition        Report By
 HE0232  HISTORY     - 1934     MONUMENTED       CGS
 HE0232  HISTORY     - 1935     GOOD             NGS
 HE0232  HISTORY     - 20060920 MARK NOT FOUND   GEOCAC
 HE0232
 HE0232                          STATION DESCRIPTION
 HE0232
 HE0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0232'1.7 MI S FROM SCAMMON.
 HE0232'1.7 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0232'THE STATION AT SCAMMON, CHEROKEE COUNTY, 3 FEET NORTHWEST OF
 HE0232'THE TWELFTH POLE SOUTH OF MILEPOST 142, 36 FEET NORTH OF THE
 HE0232'CENTERLINE OF THE ROAD, AND 30 FEET EAST OF THE CENTERLINE OF
 HE0232'THE MAIN TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 HE0232'POST.
 HE0232
 HE0232                          STATION RECOVERY (2006)
 HE0232
 HE0232'RECOVERY NOTE BY GEOCACHING 2006 (RCF)
 HE0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0173 ***********************************************************************
 JF0173  DESIGNATION -  Q 256
 JF0173  PID         -  JF0173
 JF0173  STATE/COUNTY-  KS/GREENWOOD
 JF0173  USGS QUAD   -  LAMONT (1967)
 JF0173
 JF0173                         *CURRENT SURVEY CONTROL
 JF0173  ___________________________________________________________________
 JF0173* NAD 83(1986)-  38 06 43.     (N)    096 01 45.     (W)     SCALED    
 JF0173* NAVD 88     -       343.027  (meters)    1125.41   (feet)  ADJUSTED  
 JF0173  ___________________________________________________________________
 JF0173  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 JF0173  DYNAMIC HT  -         342.771 (meters)    1124.57  (feet)  COMP
 JF0173  MODELED GRAV-     979,875.5   (mgal)                       NAVD 88
 JF0173
 JF0173  VERT ORDER  -  SECOND    CLASS 0
 JF0173
 JF0173.The horizontal coordinates were scaled from a topographic map and have
 JF0173.an estimated accuracy of +/- 6 seconds.
 JF0173
 JF0173.The orthometric height was determined by differential leveling
 JF0173.and adjusted by the National Geodetic Survey in June 1991..
 JF0173
 JF0173.The geoid height was determined by GEOID03.
 JF0173
 JF0173.The dynamic height is computed by dividing the NAVD 88
 JF0173.geopotential number by the normal gravity value computed on the
 JF0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0173.degrees latitude (g = 980.6199 gals.).
 JF0173
 JF0173.The modeled gravity was interpolated from observed gravity values.
 JF0173
 JF0173;                    North         East    Units  Estimated Accuracy
 JF0173;SPC KS S     -   563,280.      616,650.      MT  (+/- 180 meters Scaled)
 JF0173
 JF0173                          SUPERSEDED SURVEY CONTROL
 JF0173
 JF0173  NGVD 29 (??/??/92)  342.872  (m)         1124.91   (f) ADJ UNCH    2 0
 JF0173
 JF0173.Superseded values are not recommended for survey control.
 JF0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0173.See file dsdata.txt to determine how the superseded data were derived.
 JF0173
 JF0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH604224(NAD 83)
 JF0173_MARKER: DB = BENCH MARK DISK
 JF0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0173_SP_SET: AREAWAY
 JF0173_STAMPING: Q 256 1938
 JF0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0173
 JF0173  HISTORY     - Date     Condition        Report By
 JF0173  HISTORY     - 1938     MONUMENTED       CGS
 JF0173  HISTORY     - 1965     MARK NOT FOUND   USGS
 JF0173
 JF0173                          STATION DESCRIPTION
 JF0173
 JF0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JF0173'AT WILBUR.
 JF0173'AT WILBUR, ALONG THE MISSOURI PACIFIC RAILROAD.  0.4 MILES
 JF0173'EAST OF P 256.  0.1 MILES WEST OF THE DEPOT AT WILBUR.  30 YARDS
 JF0173'NORTH OF THE NORTH RAIL.  23 FEET EAST OF THE WEST  EDGE OF THE
 JF0173'ELEVATOR.  6 FEET NORTH OF THE NORTH RAIL OF A SIDING.  3 FEET
 JF0173'WEST OF A CORRUGATED IRON SHED.  3 FEET ABOVE THE TOP OF THE
 JF0173'RAIL.  SET HORIZONTALLY IN THE CONCRETE AREAWAY BETWEEN A
 JF0173'CONCRETE ELEVATOR AND AN CORRUGATED IRON STOREHOUSE.
 JF0173
 JF0173                          STATION RECOVERY (1965)
 JF0173
 JF0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JF0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0833 ***********************************************************************
 JE0833  DESIGNATION -  Q 257
 JE0833  PID         -  JE0833
 JE0833  STATE/COUNTY-  KS/JOHNSON
 JE0833  USGS QUAD   -  OLATHE (1991)
 JE0833
 JE0833                         *CURRENT SURVEY CONTROL
 JE0833  ___________________________________________________________________
 JE0833* NAD 83(1986)-  38 58 40.     (N)    094 49 08.     (W)     SCALED    
 JE0833* NAVD 88     -       251.894  (meters)     826.42   (feet)  ADJUSTED  
 JE0833  ___________________________________________________________________
 JE0833  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 JE0833  DYNAMIC HT  -         251.728 (meters)     825.88  (feet)  COMP
 JE0833  MODELED GRAV-     979,960.6   (mgal)                       NAVD 88
 JE0833
 JE0833  VERT ORDER  -  FIRST     CLASS II
 JE0833
 JE0833.The horizontal coordinates were scaled from a topographic map and have
 JE0833.an estimated accuracy of +/- 6 seconds.
 JE0833
 JE0833.The orthometric height was determined by differential leveling
 JE0833.and adjusted by the National Geodetic Survey in June 1991..
 JE0833
 JE0833.The geoid height was determined by GEOID03.
 JE0833
 JE0833.The dynamic height is computed by dividing the NAVD 88
 JE0833.geopotential number by the normal gravity value computed on the
 JE0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0833.degrees latitude (g = 980.6199 gals.).
 JE0833
 JE0833.The modeled gravity was interpolated from observed gravity values.
 JE0833
 JE0833;                    North         East    Units  Estimated Accuracy
 JE0833;SPC KS N     -    76,380.      675,590.      MT  (+/- 180 meters Scaled)
 JE0833
 JE0833                          SUPERSEDED SURVEY CONTROL
 JE0833
 JE0833  NGVD 29 (??/??/92)  251.789  (m)          826.08   (f) ADJ UNCH    1 2
 JE0833
 JE0833.Superseded values are not recommended for survey control.
 JE0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0833.See file dsdata.txt to determine how the superseded data were derived.
 JE0833
 JE0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD424158(NAD 83)
 JE0833_MARKER: DB = BENCH MARK DISK
 JE0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0833_STAMPING: Q 257 1940
 JE0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0833+STABILITY: SURFACE MOTION
 JE0833
 JE0833  HISTORY     - Date     Condition        Report By
 JE0833  HISTORY     - 1940     MONUMENTED       CGS
 JE0833  HISTORY     - 1950     GOOD             NGS
 JE0833
 JE0833                          STATION DESCRIPTION
 JE0833
 JE0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0833'0.8 MI N FROM CRAIG.
 JE0833'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 JE0833'FROM THE STATION AT CRAIG, JOHNSON COUNTY, AT A FARM ROAD CROSSING,
 JE0833'24 FEET EAST OF THE EAST RAIL, 12 FEET SOUTH OF THE CENTERLINE
 JE0833'OF THE FARM ROAD, 11 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND
 JE0833'5 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED Q 257 1940
 JE0833'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- TO REACH FROM
 JE0833'CRAIG, PROCEED NORTH AND WEST ON THE MAIN ROAD FOR 1.5 MILES TO
 JE0833'H. HIRNINGS MAILBOX AND GATE ON THE RIGHT, TURN RIGHT THROUGH
 JE0833'GATE AND PROCEED EAST FOR 0.15 MILE TO FARM BUILDINGS, TURN SHARP
 JE0833'RIGHT AND PROCEED SOUTH-SOUTHWEST ACROSS PASTURE FOR 0.2 MILE
 JE0833'TO SOUTHEAST CORNER OF PASTURE AND GATE, PASS THROUGH GATE AND
 JE0833'GO EAST FOR 0.3 MILE TO RAILROAD AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0850 ***********************************************************************
 JE0850  DESIGNATION -  Q 258
 JE0850  PID         -  JE0850
 JE0850  STATE/COUNTY-  KS/JOHNSON
 JE0850  USGS QUAD   -  STILWELL (1991)
 JE0850
 JE0850                         *CURRENT SURVEY CONTROL
 JE0850  ___________________________________________________________________
 JE0850* NAD 83(1986)-  38 51 17.     (N)    094 44 00.     (W)     SCALED    
 JE0850* NAVD 88     -       325.589  (meters)    1068.20   (feet)  ADJUSTED  
 JE0850  ___________________________________________________________________
 JE0850  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0850  DYNAMIC HT  -         325.369 (meters)    1067.48  (feet)  COMP
 JE0850  MODELED GRAV-     979,942.3   (mgal)                       NAVD 88
 JE0850
 JE0850  VERT ORDER  -  FIRST     CLASS II
 JE0850
 JE0850.The horizontal coordinates were scaled from a topographic map and have
 JE0850.an estimated accuracy of +/- 6 seconds.
 JE0850
 JE0850.The orthometric height was determined by differential leveling
 JE0850.and adjusted by the National Geodetic Survey in June 1991..
 JE0850
 JE0850.The geoid height was determined by GEOID03.
 JE0850
 JE0850.The dynamic height is computed by dividing the NAVD 88
 JE0850.geopotential number by the normal gravity value computed on the
 JE0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0850.degrees latitude (g = 980.6199 gals.).
 JE0850
 JE0850.The modeled gravity was interpolated from observed gravity values.
 JE0850
 JE0850;                    North         East    Units  Estimated Accuracy
 JE0850;SPC KS N     -    62,990.      683,490.      MT  (+/- 180 meters Scaled)
 JE0850
 JE0850                          SUPERSEDED SURVEY CONTROL
 JE0850
 JE0850  NGVD 29 (??/??/92)  325.469  (m)         1067.81   (f) ADJ UNCH    1 2
 JE0850
 JE0850.Superseded values are not recommended for survey control.
 JE0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0850.See file dsdata.txt to determine how the superseded data were derived.
 JE0850
 JE0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD495020(NAD 83)
 JE0850_MARKER: DB = BENCH MARK DISK
 JE0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0850_STAMPING: Q 258 1940
 JE0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0850+STABILITY: SURFACE MOTION
 JE0850
 JE0850  HISTORY     - Date     Condition        Report By
 JE0850  HISTORY     - 1940     MONUMENTED       CGS
 JE0850  HISTORY     - 1950     GOOD             NGS
 JE0850  HISTORY     - 1973     GOOD             NGS
 JE0850  HISTORY     - 1985     MARK NOT FOUND   NGS
 JE0850
 JE0850                          STATION DESCRIPTION
 JE0850
 JE0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0850'0.5 MI N FROM MORSE.
 JE0850'0.5 MILE NORTH ALONG A GRAVEL ROAD FROM MORSE, JOHNSON COUNTY,
 JE0850'JOHNSON COUNTY, THENCE 0.6 MILE WEST ALONG ANOTHER GRAVEL ROAD,
 JE0850'1/4 MILE SOUTH OF A FARMHOUSE, 18 FEET WEST OF A GRAVEL DRIVE
 JE0850'LEADING TO THE FARMHOUSE, 20.5 FEET NORTH OF THE CENTERLINE OF
 JE0850'THE ROAD, 3.6 FEET WEST OF A FENCE CORNER, AND 3 FEET EAST OF A
 JE0850'4- BY 4-INCH WHITE WOODEN WITNESS POST PROJECTING ABOUT 2 FEET
 JE0850'ABOVE GROUND.  A STANDARD DISK, STAMPED Q 258 1940 AND SET IN
 JE0850'THE TOP OF A CONCRETE POST.
 JE0850
 JE0850                          STATION RECOVERY (1973)
 JE0850
 JE0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JE0850'RECOVERED IN GOOD CONDITION.
 JE0850
 JE0850                          STATION RECOVERY (1985)
 JE0850
 JE0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JE0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0272 ***********************************************************************
 KE0272  DESIGNATION -  Q 259
 KE0272  PID         -  KE0272
 KE0272  STATE/COUNTY-  KS/JOHNSON
 KE0272  USGS QUAD   -  EDWARDSVILLE (1991)
 KE0272
 KE0272                         *CURRENT SURVEY CONTROL
 KE0272  ___________________________________________________________________
 KE0272* NAD 83(1986)-  39 02 24.     (N)    094 48 25.     (W)     SCALED    
 KE0272* NAVD 88     -       233.134  (meters)     764.87   (feet)  ADJUSTED  
 KE0272  ___________________________________________________________________
 KE0272  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KE0272  DYNAMIC HT  -         232.983 (meters)     764.38  (feet)  COMP
 KE0272  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 KE0272
 KE0272  VERT ORDER  -  SECOND    CLASS 0
 KE0272
 KE0272.The horizontal coordinates were scaled from a topographic map and have
 KE0272.an estimated accuracy of +/- 6 seconds.
 KE0272
 KE0272.The orthometric height was determined by differential leveling
 KE0272.and adjusted by the National Geodetic Survey in June 1991..
 KE0272
 KE0272.The geoid height was determined by GEOID03.
 KE0272
 KE0272.The dynamic height is computed by dividing the NAVD 88
 KE0272.geopotential number by the normal gravity value computed on the
 KE0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0272.degrees latitude (g = 980.6199 gals.).
 KE0272
 KE0272.The modeled gravity was interpolated from observed gravity values.
 KE0272
 KE0272;                    North         East    Units  Estimated Accuracy
 KE0272;SPC KS N     -    83,320.      676,380.      MT  (+/- 180 meters Scaled)
 KE0272
 KE0272                          SUPERSEDED SURVEY CONTROL
 KE0272
 KE0272  NGVD 29 (??/??/92)  233.037  (m)          764.56   (f) ADJ UNCH    2 0
 KE0272
 KE0272.Superseded values are not recommended for survey control.
 KE0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0272.See file dsdata.txt to determine how the superseded data were derived.
 KE0272
 KE0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD436227(NAD 83)
 KE0272_MARKER: DB = BENCH MARK DISK
 KE0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0272_STAMPING: Q 259 1940
 KE0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0272+STABILITY: SURFACE MOTION
 KE0272
 KE0272  HISTORY     - Date     Condition        Report By
 KE0272  HISTORY     - 1940     MONUMENTED       CGS
 KE0272  HISTORY     - 1951     MARK NOT FOUND   NGS
 KE0272  HISTORY     - 1983     MARK NOT FOUND   USGS
 KE0272
 KE0272                          STATION DESCRIPTION
 KE0272
 KE0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0272'AT HOLLIDAY.
 KE0272'AT HOLLIDAY, JOHNSON COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 KE0272'FE RAILWAY, 0.2 MILE SOUTHWEST OF THE STATION, IN THE Y FORMED
 KE0272'BY THE MAIN-LINE TRACKS AND THE TRACK TO LAWRENCE, 245 FEET
 KE0272'SOUTHWEST OF THE POINT OF THE Y, AT A ROAD CROSSING, 42.5 FEET
 KE0272'NORTHWEST OF THE CENTERLINE OF THE NORTHWEST MAIN-LINE TRACK,
 KE0272'34 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD WHICH CROSSES
 KE0272'THE TRACK, 31.5 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK
 KE0272'TO LAWRENCE, 13 FEET NORTHWEST OF A POLE, AND 4 FEET SOUTHWEST
 KE0272'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 KE0272'Q 259 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0272'0.3 FOOT ABOVE GROUND.
 KE0272
 KE0272                          STATION RECOVERY (1983)
 KE0272
 KE0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KE0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0618 ***********************************************************************
 JG0618  DESIGNATION -  Q 26
 JG0618  PID         -  JG0618
 JG0618  STATE/COUNTY-  KS/NESS
 JG0618  USGS QUAD   -  RANSOM (1980)
 JG0618
 JG0618                         *CURRENT SURVEY CONTROL
 JG0618  ___________________________________________________________________
 JG0618* NAD 83(1986)-  38 40 56.     (N)    099 55 01.     (W)     SCALED    
 JG0618* NAVD 88     -       753.105  (meters)    2470.81   (feet)  ADJUSTED  
 JG0618  ___________________________________________________________________
 JG0618  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 JG0618  DYNAMIC HT  -         752.514 (meters)    2468.87  (feet)  COMP
 JG0618  MODELED GRAV-     979,818.3   (mgal)                       NAVD 88
 JG0618
 JG0618  VERT ORDER  -  SECOND    CLASS 0
 JG0618
 JG0618.The horizontal coordinates were scaled from a topographic map and have
 JG0618.an estimated accuracy of +/- 6 seconds.
 JG0618
 JG0618.The orthometric height was determined by differential leveling
 JG0618.and adjusted by the National Geodetic Survey in June 1991..
 JG0618
 JG0618.The geoid height was determined by GEOID03.
 JG0618
 JG0618.The dynamic height is computed by dividing the NAVD 88
 JG0618.geopotential number by the normal gravity value computed on the
 JG0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0618.degrees latitude (g = 980.6199 gals.).
 JG0618
 JG0618.The modeled gravity was interpolated from observed gravity values.
 JG0618
 JG0618;                    North         East    Units  Estimated Accuracy
 JG0618;SPC KS S     -   624,640.      276,710.      MT  (+/- 180 meters Scaled)
 JG0618
 JG0618                          SUPERSEDED SURVEY CONTROL
 JG0618
 JG0618  NGVD 29 (??/??/92)  752.809  (m)         2469.84   (f) ADJ UNCH    2 0
 JG0618
 JG0618.Superseded values are not recommended for survey control.
 JG0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0618.See file dsdata.txt to determine how the superseded data were derived.
 JG0618
 JG0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH202819(NAD 83)
 JG0618_MARKER: DB = BENCH MARK DISK
 JG0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0618_STAMPING: Q 26 1934
 JG0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0618+STABILITY: SURFACE MOTION
 JG0618
 JG0618  HISTORY     - Date     Condition        Report By
 JG0618  HISTORY     - 1934     MONUMENTED       CGS
 JG0618  HISTORY     - 1940     GOOD             NGS
 JG0618  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 JG0618
 JG0618                          STATION DESCRIPTION
 JG0618
 JG0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0618'3.8 MI NE FROM RANSOM.
 JG0618'TO REACH FROM THE RED BRICK SCHOOLHOUSE IN RANSOM, PROCEED
 JG0618'EASTERLY ON GRAVELED ROAD, GO 0.8 MILE, TURN LEFT (NORTH) ON
 JG0618'GRAVELED ROAD (FORMERLY STATE HIGHWAY NO. 21), GO 3.0 MILES.
 JG0618'BENCH MARK IS IN THE NORTHWEST CORNER OF SECTION 12, R 24 W,
 JG0618'T 16 S.  350 FEET NORTH OF A WHITE SCHOOLHOUSE.  82 FEET NORTH
 JG0618'OF THE WEST END OF A CONCRETE CULVERT.  32 FEET WEST OF THE
 JG0618'CENTER LINE OF THE GRAVELED ROAD.  23 FEET SOUTH OF CENTER
 JG0618'LINE OF AN EAST-WEST ROAD.  STD. DISK B M IN CONCRETE POST
 JG0618'PROJECTING 3 INCHES.  NO 4 X 4 INCH WOODEN POST SET--BENCH
 JG0618'MARK IS IN SCHOOLYARD.
 JG0618
 JG0618                          STATION RECOVERY (1979)
 JG0618
 JG0618'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 JG0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0899 ***********************************************************************
 JE0899  DESIGNATION -  Q 260
 JE0899  PID         -  JE0899
 JE0899  STATE/COUNTY-  KS/JOHNSON
 JE0899  USGS QUAD   -  DE SOTO (1991)
 JE0899
 JE0899                         *CURRENT SURVEY CONTROL
 JE0899  ___________________________________________________________________
 JE0899* NAD 83(1986)-  38 58 53.     (N)    094 58 21.     (W)     SCALED    
 JE0899* NAVD 88     -       242.719  (meters)     796.32   (feet)  ADJUSTED  
 JE0899  ___________________________________________________________________
 JE0899  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 JE0899  DYNAMIC HT  -         242.560 (meters)     795.80  (feet)  COMP
 JE0899  MODELED GRAV-     979,970.1   (mgal)                       NAVD 88
 JE0899
 JE0899  VERT ORDER  -  SECOND    CLASS 0
 JE0899
 JE0899.The horizontal coordinates were scaled from a topographic map and have
 JE0899.an estimated accuracy of +/- 6 seconds.
 JE0899
 JE0899.The orthometric height was determined by differential leveling
 JE0899.and adjusted by the National Geodetic Survey in June 1991..
 JE0899
 JE0899.The geoid height was determined by GEOID03.
 JE0899
 JE0899.The dynamic height is computed by dividing the NAVD 88
 JE0899.geopotential number by the normal gravity value computed on the
 JE0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0899.degrees latitude (g = 980.6199 gals.).
 JE0899
 JE0899.The modeled gravity was interpolated from observed gravity values.
 JE0899
 JE0899;                    North         East    Units  Estimated Accuracy
 JE0899;SPC KS N     -    76,330.      662,270.      MT  (+/- 180 meters Scaled)
 JE0899
 JE0899                          SUPERSEDED SURVEY CONTROL
 JE0899
 JE0899  NGVD 29 (??/??/92)  242.620  (m)          796.00   (f) ADJ UNCH    2 0
 JE0899
 JE0899.Superseded values are not recommended for survey control.
 JE0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0899.See file dsdata.txt to determine how the superseded data were derived.
 JE0899
 JE0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD291165(NAD 83)
 JE0899_MARKER: DB = BENCH MARK DISK
 JE0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0899_STAMPING: Q 260 1940
 JE0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0899+STABILITY: SURFACE MOTION
 JE0899
 JE0899  HISTORY     - Date     Condition        Report By
 JE0899  HISTORY     - 1940     MONUMENTED       CGS
 JE0899  HISTORY     - 1951     GOOD             NGS
 JE0899  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 JE0899
 JE0899                          STATION DESCRIPTION
 JE0899
 JE0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0899'0.6 MI W FROM DE SOTO.
 JE0899'0.6 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE0899'FROM THE STATION AT DE SOTO, AT THE CROSSING OF A GRAVEL ROAD,
 JE0899'79 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 36 FEET EAST
 JE0899'OF THE CENTERLINE OF THE GRAVEL ROAD, AND 36 FEET SOUTH OF THE
 JE0899'SOUTH RAIL.  A STANDARD DISK, STAMPED Q 260 1940 AND SET IN THE
 JE0899'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE-- IT
 JE0899'WAS REPORTED THAT ROCK FROM THE BLUFF IN THE SOUTHEAST ANGLE OF
 JE0899'THE ROAD CROSSING IS BEING EXCAVATED.
 JE0899
 JE0899                          STATION RECOVERY (1974)
 JE0899
 JE0899'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 JE0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0778 ***********************************************************************
 KE0778  DESIGNATION -  Q 261
 KE0778  PID         -  KE0778
 KE0778  STATE/COUNTY-  KS/SHAWNEE
 KE0778  USGS QUAD   -  TOPEKA (1983)
 KE0778
 KE0778                         *CURRENT SURVEY CONTROL
 KE0778  ___________________________________________________________________
 KE0778* NAD 83(1986)-  39 04 41.     (N)    095 42 05.     (W)     SCALED    
 KE0778* NAVD 88     -       269.604  (meters)     884.53   (feet)  ADJUSTED  
 KE0778  ___________________________________________________________________
 KE0778  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 KE0778  DYNAMIC HT  -         269.430 (meters)     883.95  (feet)  COMP
 KE0778  MODELED GRAV-     979,972.4   (mgal)                       NAVD 88
 KE0778
 KE0778  VERT ORDER  -  FIRST     CLASS II
 KE0778
 KE0778.The horizontal coordinates were scaled from a topographic map and have
 KE0778.an estimated accuracy of +/- 6 seconds.
 KE0778
 KE0778.The orthometric height was determined by differential leveling
 KE0778.and adjusted by the National Geodetic Survey in June 1991..
 KE0778
 KE0778.The geoid height was determined by GEOID03.
 KE0778
 KE0778.The dynamic height is computed by dividing the NAVD 88
 KE0778.geopotential number by the normal gravity value computed on the
 KE0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0778.degrees latitude (g = 980.6199 gals.).
 KE0778
 KE0778.The modeled gravity was interpolated from observed gravity values.
 KE0778
 KE0778;                    North         East    Units  Estimated Accuracy
 KE0778;SPC KS N     -    85,200.      598,870.      MT  (+/- 180 meters Scaled)
 KE0778
 KE0778                          SUPERSEDED SURVEY CONTROL
 KE0778
 KE0778  NGVD 29 (??/??/92)  269.516  (m)          884.24   (f) ADJ UNCH    1 2
 KE0778
 KE0778.Superseded values are not recommended for survey control.
 KE0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0778.See file dsdata.txt to determine how the superseded data were derived.
 KE0778
 KE0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD663289(NAD 83)
 KE0778_MARKER: Z = SEE DESCRIPTION
 KE0778_SETTING: 0 = UNSPECIFIED SETTING
 KE0778_STAMPING: Q 261 1940
 KE0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0778
 KE0778  HISTORY     - Date     Condition        Report By
 KE0778  HISTORY     - 1940     MONUMENTED       CGS
 KE0778  HISTORY     - 1952     GOOD             NGS
 KE0778  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0778
 KE0778                          STATION DESCRIPTION
 KE0778
 KE0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KE0778'2 MI W FROM TOPEKA.
 KE0778'ALONG THE UNION PACIFIC RAILROAD, 95 FEET SOUTHWEST OF THE
 KE0778'FIFTH POLE EAST OF MILEPOST 70, AT THE NORTH BANK OF THE KAW
 KE0778'RIVER, 50 FEET SOUTH OF THE CENTER OF THE MAIN TRACK, 35 FEET
 KE0778'NORTH OF THE CENTER OF NEW DIKE, 24 FEET WEST OF THE CENTER OF
 KE0778'ROAD, 14 FEET WEST OF THE WEST GATE POST, 5 FEET WEST OFCONCRETE
 KE0778'BRACE POST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND FLUSH
 KE0778'WITH THE SURFACE OF THE GROUND.
 KE0778
 KE0778                          STATION RECOVERY (1986)
 KE0778
 KE0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0076 ***********************************************************************
 KF0076  DESIGNATION -  Q 262
 KF0076  PID         -  KF0076
 KF0076  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0076  USGS QUAD   -  BELVUE (1978)
 KF0076
 KF0076                         *CURRENT SURVEY CONTROL
 KF0076  ___________________________________________________________________
 KF0076* NAD 83(1986)-  39 13 01.     (N)    096 09 57.     (W)     SCALED    
 KF0076* NAVD 88     -       292.546  (meters)     959.79   (feet)  ADJUSTED  
 KF0076  ___________________________________________________________________
 KF0076  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 KF0076  DYNAMIC HT  -         292.357 (meters)     959.17  (feet)  COMP
 KF0076  MODELED GRAV-     979,974.5   (mgal)                       NAVD 88
 KF0076
 KF0076  VERT ORDER  -  FIRST     CLASS II
 KF0076
 KF0076.The horizontal coordinates were scaled from a topographic map and have
 KF0076.an estimated accuracy of +/- 6 seconds.
 KF0076
 KF0076.The orthometric height was determined by differential leveling
 KF0076.and adjusted by the National Geodetic Survey in June 1991..
 KF0076
 KF0076.The geoid height was determined by GEOID03.
 KF0076
 KF0076.The dynamic height is computed by dividing the NAVD 88
 KF0076.geopotential number by the normal gravity value computed on the
 KF0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0076.degrees latitude (g = 980.6199 gals.).
 KF0076
 KF0076.The modeled gravity was interpolated from observed gravity values.
 KF0076
 KF0076;                    North         East    Units  Estimated Accuracy
 KF0076;SPC KS N     -    99,700.      558,380.      MT  (+/- 180 meters Scaled)
 KF0076
 KF0076                          SUPERSEDED SURVEY CONTROL
 KF0076
 KF0076  NGVD 29 (??/??/92)  292.431  (m)          959.42   (f) ADJ UNCH    1 2
 KF0076
 KF0076.Superseded values are not recommended for survey control.
 KF0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0076.See file dsdata.txt to determine how the superseded data were derived.
 KF0076
 KF0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ446446(NAD 83)
 KF0076_MARKER: DB = BENCH MARK DISK
 KF0076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0076_SP_SET: ABUTMENT
 KF0076_STAMPING: Q 262 1940
 KF0076_MARK LOGO: CGS   
 KF0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0076+STABILITY: SURFACE MOTION
 KF0076
 KF0076  HISTORY     - Date     Condition        Report By
 KF0076  HISTORY     - 1940     MONUMENTED       CGS
 KF0076  HISTORY     - 1965     GOOD             NGS
 KF0076  HISTORY     - 1985     GOOD             KSDT
 KF0076  HISTORY     - 1986     GOOD             NGS
 KF0076
 KF0076                          STATION DESCRIPTION
 KF0076
 KF0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0076'0.6 MI E FROM BELVUE.
 KF0076'0.6 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0076'AT BELVUE, AT THE EAST END OF BRIDGE 97.13, IN THE TOP OF
 KF0076'THE SOUTH END OF THE CONCRETE ABUTMENT, 11 FEET SOUTH OF THE
 KF0076'CENTER LINE OF THE TRACK AND 1.5 FEET LOWER THAN THE TRACK.
 KF0076'A STANDARD DISK, STAMPED, Q 262 1940.
 KF0076
 KF0076                          STATION RECOVERY (1985)
 KF0076
 KF0076'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1985
 KF0076'RECOVERED IN GOOD CONDITION.
 KF0076
 KF0076                          STATION RECOVERY (1986)
 KF0076
 KF0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0076'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  35.3 KM (21.9
 KF0076'MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KF0076'MANHATTAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0244 ***********************************************************************
 HG0244  DESIGNATION -  Q 266
 HG0244  PID         -  HG0244
 HG0244  STATE/COUNTY-  KS/BARBER
 HG0244  USGS QUAD   -  SUN CITY (1968)
 HG0244
 HG0244                         *CURRENT SURVEY CONTROL
 HG0244  ___________________________________________________________________
 HG0244* NAD 83(1986)-  37 23 19.     (N)    098 56 04.     (W)     SCALED    
 HG0244* NAVD 88     -       517.372  (meters)    1697.41   (feet)  ADJUSTED  
 HG0244  ___________________________________________________________________
 HG0244  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 HG0244  DYNAMIC HT  -         516.927 (meters)    1695.95  (feet)  COMP
 HG0244  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 HG0244
 HG0244  VERT ORDER  -  SECOND    CLASS 0
 HG0244
 HG0244.The horizontal coordinates were scaled from a topographic map and have
 HG0244.an estimated accuracy of +/- 6 seconds.
 HG0244
 HG0244.The orthometric height was determined by differential leveling
 HG0244.and adjusted by the National Geodetic Survey in June 1991..
 HG0244
 HG0244.The geoid height was determined by GEOID03.
 HG0244
 HG0244.The dynamic height is computed by dividing the NAVD 88
 HG0244.geopotential number by the normal gravity value computed on the
 HG0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0244.degrees latitude (g = 980.6199 gals.).
 HG0244
 HG0244.The modeled gravity was interpolated from observed gravity values.
 HG0244
 HG0244;                    North         East    Units  Estimated Accuracy
 HG0244;SPC KS S     -   480,220.      361,530.      MT  (+/- 180 meters Scaled)
 HG0244
 HG0244                          SUPERSEDED SURVEY CONTROL
 HG0244
 HG0244  NGVD 29 (??/??/92)  517.134  (m)         1696.63   (f) ADJ UNCH    2 0
 HG0244
 HG0244.Superseded values are not recommended for survey control.
 HG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0244.See file dsdata.txt to determine how the superseded data were derived.
 HG0244
 HG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG058379(NAD 83)
 HG0244_MARKER: DB = BENCH MARK DISK
 HG0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0244_STAMPING: Q 266 1940
 HG0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0244+STABILITY: SURFACE MOTION
 HG0244
 HG0244  HISTORY     - Date     Condition        Report By
 HG0244  HISTORY     - 1940     MONUMENTED       CGS
 HG0244  HISTORY     - 1967     MARK NOT FOUND   USGS
 HG0244
 HG0244                          STATION DESCRIPTION
 HG0244
 HG0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HG0244'1.3 MI W FROM SUN CITY.
 HG0244'1.3 MILES WEST FROM DEPOT.  ALONG RIGHT-OF-WAY OF ATCHISON,
 HG0244'TOPEKA, AND SANTA FE RR.  ABOUT 0.4 MILE EAST OF MILE POST NO.
 HG0244'41.  AT THE WEST END OF A RAILROAD CUT.  960 FEET WEST OF THE
 HG0244'WEST END OF RAILROAD BRIDGE NO. 40AA.  32 FEET NORTH OF A WIRE
 HG0244'FENCE.  14.3 FEET SOUTH OF THE SOUTH RAIL.  2.9 FEET WEST OF A
 HG0244'4X4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  2.0 FEET
 HG0244'BELOW TOP OF RAIL.
 HG0244
 HG0244                          STATION RECOVERY (1967)
 HG0244
 HG0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HG0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0381 ***********************************************************************
 JG0381  DESIGNATION -  Q 267
 JG0381  PID         -  JG0381
 JG0381  STATE/COUNTY-  KS/ELLIS
 JG0381  USGS QUAD   -  HAYS SOUTH (1983)
 JG0381
 JG0381                         *CURRENT SURVEY CONTROL
 JG0381  ___________________________________________________________________
 JG0381* NAD 83(1997)-  38 51 24.63296(N)    099 16 56.50662(W)     ADJUSTED  
 JG0381* NAVD 88     -       606.133  (meters)    1988.62   (feet)  ADJUSTED  
 JG0381  ___________________________________________________________________
 JG0381  X           -    -802,268.476 (meters)                     COMP
 JG0381  Y           -  -4,908,635.659 (meters)                     COMP
 JG0381  Z           -   3,980,317.636 (meters)                     COMP
 JG0381  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 JG0381  ELLIP HEIGHT-         580.02  (meters)          (07/29/04) GPS OBS
 JG0381  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 JG0381  DYNAMIC HT  -         605.683 (meters)    1987.14  (feet)  COMP
 JG0381  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 JG0381
 JG0381  HORZ ORDER  -  FIRST
 JG0381  VERT ORDER  -  FIRST     CLASS II
 JG0381  ELLP ORDER  -  FOURTH    CLASS II
 JG0381
 JG0381.The horizontal coordinates were established by GPS observations
 JG0381.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 JG0381
 JG0381.The orthometric height was determined by differential leveling
 JG0381.and adjusted by the National Geodetic Survey in June 1991..
 JG0381
 JG0381.Photographs are available for this station.
 JG0381
 JG0381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JG0381
 JG0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0381
 JG0381.The ellipsoidal height was determined by GPS observations
 JG0381.and is referenced to NAD 83.
 JG0381
 JG0381.The geoid height was determined by GEOID03.
 JG0381
 JG0381.The dynamic height is computed by dividing the NAVD 88
 JG0381.geopotential number by the normal gravity value computed on the
 JG0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0381.degrees latitude (g = 980.6199 gals.).
 JG0381
 JG0381.The modeled gravity was interpolated from observed gravity values.
 JG0381
 JG0381;                    North         East     Units Scale Factor Converg.
 JG0381;SPC KS N     -    58,903.158   288,695.916   MT  0.99998034   -0 48 40.9
 JG0381;UTM  14      - 4,300,928.310   475,500.483   MT  0.99960739   -0 10 37.7
 JG0381
 JG0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0381!SPC KS N     -   0.99990900  x   0.99998034  =   0.99988935
 JG0381!UTM  14      -   0.99990900  x   0.99960739  =   0.99951643
 JG0381
 JG0381                          SUPERSEDED SURVEY CONTROL
 JG0381
 JG0381  ELLIP H (03/07/02)  580.03   (m)                       GP(       ) 4 2
 JG0381  NAVD 88 (03/07/02)  606.13   (m)         1988.6    (f) LEVELING    3  
 JG0381  NGVD 29 (??/??/92)  605.878  (m)         1987.78   (f) ADJ UNCH    1 2
 JG0381
 JG0381.Superseded values are not recommended for survey control.
 JG0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0381.See file dsdata.txt to determine how the superseded data were derived.
 JG0381
 JG0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ7550000928(NAD 83)
 JG0381_MARKER: DB = BENCH MARK DISK
 JG0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0381_SP_SET: CULVERT
 JG0381_STAMPING: Q 267 1940
 JG0381_MARK LOGO: CGS   
 JG0381_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0381+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2001
 JG0381
 JG0381  HISTORY     - Date     Condition        Report By
 JG0381  HISTORY     - 1940     MONUMENTED       CGS
 JG0381  HISTORY     - 20010416 GOOD             MSAM
 JG0381
 JG0381                          STATION DESCRIPTION
 JG0381
 JG0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0381'3.3 MI E FROM HAYS.
 JG0381'ABOUT 3.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0381'RAILROAD STATION AT HAYS, ELLIS COUNTY, ABOUT 300 FEET WEST
 JG0381'OF THE CENTER LINE OF A DIRT SECTION-LINE ROAD, AT A CONCRETE
 JG0381'CULVERT, IN THE TOP OF THE NORTHWEST CORNER OF THE NORTH HEAD
 JG0381'WALL, AND 16.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 JG0381'A STANDARD DISK, STAMPED Q 267 1940.
 JG0381
 JG0381                          STATION RECOVERY (2001)
 JG0381
 JG0381'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 JG0381'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (KCH)
 JG0381'THE STATION IS LOCATED ABOUT 4.6 KM (2.9 MI) SOUTHEAST OF THE CENTER
 JG0381'OF
 JG0381'HAYS, KANSAS. OWNERSHIP-
 JG0381' 
 JG0381'TO REACH THE STATION FROM EXIT 159 ON INTERSTATE 70, GO SOUTH, ON VINE
 JG0381'STREET FOR 2.15 MILES TO THE INTERSECTION WITH OLD HIGHWAY 40. TURN
 JG0381'LEFT,
 JG0381'EAST, ON OLD HIGHWAY 40 FOR 1.9 MILES THE STATION ON YOUR LEFT.
 JG0381' 
 JG0381'THE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCHMARK DISK SET IN THE
 JG0381'TOP OF THE NORTHWEST CORNER OF THE NORTH HEAD WALL OF A CULVERT. IT IS
 JG0381'123.7 M (405.8 FT) WEST OF THE CENTERLINE OF COMMERCE PARKWAY, 59.5 M
 JG0381'(195.2
 JG0381'FT ) SOUTHWEST OF THE CENTER OF A RAILROAD TRESTLE AND 4.9 M (16.1 FT
 JG0381')
 JG0381'NORTH OF THE CENTERLINE OF OLD HIGHWAY 40.
 JG0381' 
 JG0381' 
 JG0381'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0544 ***********************************************************************
 JG0544  DESIGNATION -  Q 268
 JG0544  PID         -  JG0544
 JG0544  STATE/COUNTY-  KS/NESS
 JG0544  USGS QUAD   -  OSGOOD (1980)
 JG0544
 JG0544                         *CURRENT SURVEY CONTROL
 JG0544  ___________________________________________________________________
 JG0544* NAD 83(1986)-  38 39 33.     (N)    099 47 18.     (W)     SCALED    
 JG0544* NAVD 88     -       746.597  (meters)    2449.46   (feet)  ADJUSTED  
 JG0544  ___________________________________________________________________
 JG0544  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 JG0544  DYNAMIC HT  -         746.011 (meters)    2447.54  (feet)  COMP
 JG0544  MODELED GRAV-     979,818.3   (mgal)                       NAVD 88
 JG0544
 JG0544  VERT ORDER  -  SECOND    CLASS 0
 JG0544
 JG0544.The horizontal coordinates were scaled from a topographic map and have
 JG0544.an estimated accuracy of +/- 6 seconds.
 JG0544
 JG0544.The orthometric height was determined by differential leveling
 JG0544.and adjusted by the National Geodetic Survey in June 1991..
 JG0544
 JG0544.The geoid height was determined by GEOID03.
 JG0544
 JG0544.The dynamic height is computed by dividing the NAVD 88
 JG0544.geopotential number by the normal gravity value computed on the
 JG0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0544.degrees latitude (g = 980.6199 gals.).
 JG0544
 JG0544.The modeled gravity was interpolated from observed gravity values.
 JG0544
 JG0544;                    North         East    Units  Estimated Accuracy
 JG0544;SPC KS S     -   621,920.      287,860.      MT  (+/- 180 meters Scaled)
 JG0544
 JG0544                          SUPERSEDED SURVEY CONTROL
 JG0544
 JG0544  NGVD 29 (??/??/92)  746.300  (m)         2448.49   (f) ADJ UNCH    2 0
 JG0544
 JG0544.Superseded values are not recommended for survey control.
 JG0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0544.See file dsdata.txt to determine how the superseded data were derived.
 JG0544
 JG0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH314792(NAD 83)
 JG0544_MARKER: DB = BENCH MARK DISK
 JG0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0544_STAMPING: Q 268 1940
 JG0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0544+STABILITY: SURFACE MOTION
 JG0544
 JG0544  HISTORY     - Date     Condition        Report By
 JG0544  HISTORY     - 1940     MONUMENTED       CGS
 JG0544  HISTORY     - 1973     GOOD             USGS
 JG0544
 JG0544                          STATION DESCRIPTION
 JG0544
 JG0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0544'3 MI W FROM BROWNELL.
 JG0544'3.0 MILES WEST OF THE DEPOT IN BROWNELL, BENCH MARK IS ALONG THE
 JG0544'RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD.  0.75 POLE EAST
 JG0544'OF TELEGRAPH POLE NO. 619/10.  47 FEET SOUTH OF THE CENTER LINE
 JG0544'OF THE TRACK.  28 FEET EAST OF THE CENTER LINE OF A SECTION
 JG0544'LINE ROAD.  3.0 FEET WEST OF A 4 X 4 INCH WHITE WOODEN POST
 JG0544'PROJECTING 18 INCHES.  1.0 FOOT NORTH OF A WIRE FENCE.
 JG0544
 JG0544                          STATION RECOVERY (1973)
 JG0544
 JG0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JG0544'BROWNELL, 1.25 MI. N. AND 2.50 MI. W. OF. ABOUT 3.0 MI. NW. OF
 JG0544'BROWNELL ALONG M.P.R.R. NEAR S. 1/16 TH. COR. BETWEEN SEC. 17, 18 S.,
 JG0544'R. 22 W. 47 FT. S. AND 28 FT. E. OF N-S CO. RD. AT E-W R.R. X-ING. 1
 JG0544'FT. W. OF METAL WITNESS POST. A STANDARD USC AND GS TABLET STAMPED
 JG0544'Q-268 1940, PROJECTING ABOUT 6 IN. ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0496 ***********************************************************************
 JG0496  DESIGNATION -  Q 27 RESET
 JG0496  PID         -  JG0496
 JG0496  STATE/COUNTY-  KS/HODGEMAN
 JG0496  USGS QUAD   -  JETMORE (1969)
 JG0496
 JG0496                         *CURRENT SURVEY CONTROL
 JG0496  ___________________________________________________________________
 JG0496* NAD 83(1986)-  38 05 25.     (N)    099 53 42.     (W)     SCALED    
 JG0496* NAVD 88     -       694.71   (meters)    2279.2    (feet)  RESET     
 JG0496  ___________________________________________________________________
 JG0496  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0496
 JG0496  VERT ORDER  -  THIRD
 JG0496
 JG0496.The horizontal coordinates were scaled from a topographic map and have
 JG0496.an estimated accuracy of +/- 6 seconds.
 JG0496
 JG0496.The orthometric height was computed from unverified reset data.
 JG0496
 JG0496.The geoid height was determined by GEOID03.
 JG0496
 JG0496;                    North         East    Units  Estimated Accuracy
 JG0496;SPC KS S     -   558,920.      277,640.      MT  (+/- 180 meters Scaled)
 JG0496
 JG0496                          SUPERSEDED SURVEY CONTROL
 JG0496
 JG0496  NGVD 29 (03/09/04)  694.46   (m)         2278.4    (f) RESET       3  
 JG0496
 JG0496.Superseded values are not recommended for survey control.
 JG0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0496.See file dsdata.txt to determine how the superseded data were derived.
 JG0496
 JG0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH215162(NAD 83)
 JG0496_MARKER: DB = BENCH MARK DISK
 JG0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0496_SP_SET: BRIDGE
 JG0496_STAMPING: Q 27 RESET 1974
 JG0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0496
 JG0496  HISTORY     - Date     Condition        Report By
 JG0496  HISTORY     - 1974     MONUMENTED       KSDT
 JG0496
 JG0496                          STATION DESCRIPTION
 JG0496
 JG0496'DESCRIBED BY KANSAS DEPARTMENT OF TRANSPORTATION 1974
 JG0496'0.5 MI N FROM JETMORE.
 JG0496'0.5 MILES NORTH ALONG U.S. HIGHWAY 283 FROM THE COUNTY COURTHOUSE
 JG0496'AT JETMORE, HODGEMAN COUNTY, 140 YARDS NORTH OF THE INTERSECTION
 JG0496'OF U.S. HIGHWAY 156 AT A DOUBLE CONCRETE BOX BRIDGE AND IN THE
 JG0496'CENTER OF THE TOP OF THE EAST HEADWALL (62 FEET RIGHT OF
 JG0496'STATION 84+04 AND ON PROJECT 283 RF 021-2 (4)).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0272 ***********************************************************************
 JH0272  DESIGNATION -  Q 271
 JH0272  PID         -  JH0272
 JH0272  STATE/COUNTY-  KS/WICHITA
 JH0272  USGS QUAD   -  LEOTI NW (1970)
 JH0272
 JH0272                         *CURRENT SURVEY CONTROL
 JH0272  ___________________________________________________________________
 JH0272* NAD 83(1997)-  38 29 06.78905(N)    101 26 27.29355(W)     ADJUSTED  
 JH0272* NAVD 88     -      1026.897  (meters)    3369.08   (feet)  ADJUSTED  
 JH0272  ___________________________________________________________________
 JH0272  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 JH0272  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 JH0272  DYNAMIC HT  -        1025.999 (meters)    3366.13  (feet)  COMP
 JH0272  MODELED GRAV-     979,718.9   (mgal)                       NAVD 88
 JH0272
 JH0272  HORZ ORDER  -  SECOND
 JH0272  VERT ORDER  -  SECOND    CLASS 0
 JH0272
 JH0272.The horizontal coordinates were established by classical geodetic methods
 JH0272.and adjusted by the National Geodetic Survey in October 1998..
 JH0272
 JH0272.The orthometric height was determined by differential leveling
 JH0272.and adjusted by the National Geodetic Survey in June 1991..
 JH0272
 JH0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0272
 JH0272.The geoid height was determined by GEOID03.
 JH0272
 JH0272.The dynamic height is computed by dividing the NAVD 88
 JH0272.geopotential number by the normal gravity value computed on the
 JH0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0272.degrees latitude (g = 980.6199 gals.).
 JH0272
 JH0272.The modeled gravity was interpolated from observed gravity values.
 JH0272
 JH0272;                    North         East     Units Scale Factor Converg.
 JH0272;SPC KS S     -   605,883.936   143,449.862   MT  0.99998491   -1 48 26.2
 JH0272;UTM  14      - 4,262,476.471   287,099.258   MT  1.00015823   -1 31 10.5
 JH0272
 JH0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0272!SPC KS S     -   0.99984271  x   0.99998491  =   0.99982762
 JH0272!UTM  14      -   0.99984271  x   1.00015823  =   1.00000092
 JH0272
 JH0272                          SUPERSEDED SURVEY CONTROL
 JH0272
 JH0272  NAD 83(1986)-  38 29 06.78895(N)    101 26 27.29265(W) AD(       ) 2
 JH0272  NAD 27      -  38 29 06.72596(N)    101 26 25.71193(W) AD(       ) 2
 JH0272  NGVD 29 (??/??/92) 1026.507  (m)         3367.80   (f) ADJ UNCH    2 0
 JH0272
 JH0272.Superseded values are not recommended for survey control.
 JH0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0272.See file dsdata.txt to determine how the superseded data were derived.
 JH0272
 JH0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH8709962476(NAD 83)
 JH0272_MARKER: DB = BENCH MARK DISK
 JH0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0272_STAMPING: Q 271 1940
 JH0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0272+STABILITY: SURFACE MOTION
 JH0272
 JH0272  HISTORY     - Date     Condition        Report By
 JH0272  HISTORY     - 1940     MONUMENTED       CGS
 JH0272  HISTORY     - 1967     GOOD             USGS
 JH0272
 JH0272                          STATION DESCRIPTION
 JH0272
 JH0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0272'4.8 MI W FROM LEOTI.
 JH0272'4.8 MILES WEST OF THE COURT HOUSE IN LEOTI.  BENCH MARK IS ALONG
 JH0272'THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC RAILROAD, AT A GRADE
 JH0272'CROSSING, 4.6 FEET NORTH OF THE THIRD POLE WEST OF MILEPOST NO.
 JH0272'711-20, 106 FEET NORTHEAST OF CENTER OF THE CROSSING, 98 FEET
 JH0272'EAST OF CENTER LINE OF ROAD CROSSING THE TRACK, 66 FEET EAST OF
 JH0272'FENCE CORNER, 45 FEET NORTH OF CENTER LINE OF THE TRACK, 4.8
 JH0272'FEET SOUTH OF RIGHT-OF-WAY FENCE, 2.0 FEET WEST OF A 4 X 4 INCH
 JH0272'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 JH0272'0.5 FOOT.
 JH0272
 JH0272                          STATION RECOVERY (1967)
 JH0272
 JH0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JH0272'STATION IS LOCATED ABOUT 0.3 MI N. AND 4.5 MI W. OF LEOTI, T. 18
 JH0272'S., R. 37 W., NEAR S. SIXTEENTH COR. BETWEEN SECS. 17 AND 18.
 JH0272'
 JH0272'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY. 96
 JH0272'AND 25 IN LEOTI, GO W. ON STATE HWY. 96, 4.5 MI TO A T-RD. N.,
 JH0272'TURN RIGHT AND GO N. 0.3 MI TO A RR. CROSSING, AND THE STATION
 JH0272'ON THE RIGHT.
 JH0272'
 JH0272'MARK NO. 2 IS 4.8 MI W. ALONG THE MISSOURI PACIFIC
 JH0272'RR. FROM THE COURTHOUSE AT LEOTI, WICHITA COUNTY, 4.6 FT N.
 JH0272'OF THE THIRD POLE W. OF POLE 711/20, 106 FT NE. OF THE CENTER
 JH0272'OF A RD. CROSSING, 98 FT E. OF THE CENTER OF THE TRACK, 66
 JH0272'FT E. OF A FENCE COR., 4.8 FT S. OF THE RIGHT-OF-WAY FENCE,
 JH0272'AND 2 FT W. OF A WHITE WOODEN WITNESS POST, A STANDARD USC
 JH0272'AND GS DISK STAMPED Q 271 1940 AND SET IN THE TOP OF A CONCRETE
 JH0272'POST PROJECTING 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0165 ***********************************************************************
 JH0165  DESIGNATION -  Q 272
 JH0165  PID         -  JH0165
 JH0165  STATE/COUNTY-  KS/LOGAN
 JH0165  USGS QUAD   -  NICKEL MINE SPRING (1969)
 JH0165
 JH0165                         *CURRENT SURVEY CONTROL
 JH0165  ___________________________________________________________________
 JH0165* NAD 83(1986)-  38 45 33.     (N)    101 22 19.     (W)     SCALED    
 JH0165* NAVD 88     -      1025.945  (meters)    3365.95   (feet)  ADJUSTED  
 JH0165  ___________________________________________________________________
 JH0165  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 JH0165  DYNAMIC HT  -        1025.071 (meters)    3363.09  (feet)  COMP
 JH0165  MODELED GRAV-     979,740.7   (mgal)                       NAVD 88
 JH0165
 JH0165  VERT ORDER  -  SECOND    CLASS 0
 JH0165
 JH0165.The horizontal coordinates were scaled from a topographic map and have
 JH0165.an estimated accuracy of +/- 6 seconds.
 JH0165
 JH0165.The orthometric height was determined by differential leveling
 JH0165.and adjusted by the National Geodetic Survey in June 1991..
 JH0165
 JH0165.The geoid height was determined by GEOID03.
 JH0165
 JH0165.The dynamic height is computed by dividing the NAVD 88
 JH0165.geopotential number by the normal gravity value computed on the
 JH0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0165.degrees latitude (g = 980.6199 gals.).
 JH0165
 JH0165.The modeled gravity was interpolated from observed gravity values.
 JH0165
 JH0165;                    North         East    Units  Estimated Accuracy
 JH0165;SPC KS N     -    52,730.      106,980.      MT  (+/- 180 meters Scaled)
 JH0165
 JH0165                          SUPERSEDED SURVEY CONTROL
 JH0165
 JH0165  NGVD 29 (??/??/92) 1025.559  (m)         3364.69   (f) ADJ UNCH    2 0
 JH0165
 JH0165.Superseded values are not recommended for survey control.
 JH0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0165.See file dsdata.txt to determine how the superseded data were derived.
 JH0165
 JH0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH939927(NAD 83)
 JH0165_MARKER: DB = BENCH MARK DISK
 JH0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0165_STAMPING: Q 272 1940
 JH0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0165+STABILITY: SURFACE MOTION
 JH0165
 JH0165  HISTORY     - Date     Condition        Report By
 JH0165  HISTORY     - 1940     MONUMENTED       CGS
 JH0165
 JH0165                          STATION DESCRIPTION
 JH0165
 JH0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0165'20.1 MI N FROM LEOTI.
 JH0165'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED NORTHWARD
 JH0165'ALONG STATE HIGHWAY NO. 25, GO 20.1 MILES.  BENCH MARK IS NEAR
 JH0165'THE SUMMIT OF A LONG HILL, ON THE NORTH SLOPE, 41 FEET EAST
 JH0165'OF CENTER LINE OF THE HIGHWAY, 2.3 FEET NORTH OF A 4 X 4 INCH
 JH0165'WOODEN POST PAINTED WHITE PROJECTING 20 FEET, 1.3 FEET EAST
 JH0165'OF THE FENCE LINE.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0514 ***********************************************************************
 JH0514  DESIGNATION -  Q 272 RESET
 JH0514  PID         -  JH0514
 JH0514  STATE/COUNTY-  KS/LOGAN
 JH0514  USGS QUAD   -  NICKEL MINE SPRING (1969)
 JH0514
 JH0514                         *CURRENT SURVEY CONTROL
 JH0514  ___________________________________________________________________
 JH0514* NAD 83(1997)-  38 45 32.33251(N)    101 22 18.27648(W)     ADJUSTED  
 JH0514* NAVD 88     -      1025.93   (meters)    3365.9    (feet)  RESET     
 JH0514  ___________________________________________________________________
 JH0514  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 JH0514  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 JH0514
 JH0514  HORZ ORDER  -  SECOND
 JH0514  VERT ORDER  -  THIRD
 JH0514
 JH0514.The horizontal coordinates were established by classical geodetic methods
 JH0514.and adjusted by the National Geodetic Survey in October 1998..
 JH0514
 JH0514.The orthometric height was computed from unverified reset data.
 JH0514.No vertical observational check was made to the station.
 JH0514
 JH0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0514
 JH0514.The geoid height was determined by GEOID03.
 JH0514
 JH0514;                    North         East     Units Scale Factor Converg.
 JH0514;SPC KS N     -    52,706.869   106,999.302   MT  0.99999344   -2 08 00.1
 JH0514;SPC KS S     -   636,071.659   150,417.987   MT  1.00004370   -1 45 53.2
 JH0514;UTM  14      - 4,292,702.176   293,918.796   MT  1.00012300   -1 29 07.2
 JH0514
 JH0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0514!SPC KS N     -   0.99984288  x   0.99999344  =   0.99983632
 JH0514!SPC KS S     -   0.99984288  x   1.00004370  =   0.99988657
 JH0514!UTM  14      -   0.99984288  x   1.00012300  =   0.99996586
 JH0514
 JH0514                          SUPERSEDED SURVEY CONTROL
 JH0514
 JH0514  NAD 83(1986)-  38 45 32.33379(N)    101 22 18.27824(W) AD(       ) 2
 JH0514  NAD 27      -  38 45 32.28652(N)    101 22 16.69548(W) AD(       ) 2
 JH0514  NGVD 29 (??/??/??) 1025.55   (m)         3364.7    (f) RESET       3  
 JH0514
 JH0514.Superseded values are not recommended for survey control.
 JH0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0514.See file dsdata.txt to determine how the superseded data were derived.
 JH0514
 JH0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH9391992702(NAD 83)
 JH0514_MARKER: DD = SURVEY DISK
 JH0514_SETTING: 0 = UNSPECIFIED SETTING
 JH0514
 JH0514  HISTORY     - Date     Condition        Report By
 JH0514  HISTORY     - 1955     MONUMENTED       KSHC
 JH0514  HISTORY     - 1967     GOOD             USGS
 JH0514
 JH0514                          STATION DESCRIPTION
 JH0514
 JH0514'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JH0514'THE STATION IS LOCATED ABOUT 18.7 MI N. AND 0.75 MI W. OF LEOTI,
 JH0514'T. 15 S., RS. 36 AND 37 W., NEAR THE N. SIXTEENTH COR. BETWEEN
 JH0514'SECS. 13 AND 18.
 JH0514'
 JH0514'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWYS. 96
 JH0514'AND 25 IN LEOTI, GO N. ON STATE HWY. 25, 18.7 MI TO THE
 JH0514'CREST OF A HILL AND THE STATION ON THE RIGHT.
 JH0514'
 JH0514'MARK IS LOCATED ABOUT 0.35 MI N. OF STATION, IN LOGAN
 JH0514'COUNTY, 19.1 MI N. ALONG STATE HWY. 25 FROM THE COURTHOUSE AT
 JH0514'LEOTI, WICHITA COUNTY, ON THE N. SLOPE OF A HILL, 56 FT E. OF
 JH0514'THE CENTER OF THE HWY., AND 4 FT W. OF A FENCE.  A STANDARD
 JH0514'DISK STAMPED Q 272 RESET 1955 AND SET IN THE TOP OF A CONCRETE
 JH0514'POST PROJECTING 0.4 FT ABOVE GROUND.  (3,364.652 FT) (NOTE--THIS
 JH0514'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY
 JH0514'ENGINEERS OF THE STATE HIGHWAY COMMISSION IN JULY, 1955.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0117 ***********************************************************************
 HH0117  DESIGNATION -  Q 273
 HH0117  PID         -  HH0117
 HH0117  STATE/COUNTY-  KS/HASKELL
 HH0117  USGS QUAD   -  SUBLETTE (1977)
 HH0117
 HH0117                         *CURRENT SURVEY CONTROL
 HH0117  ___________________________________________________________________
 HH0117* NAD 83(1986)-  37 27 31.     (N)    100 52 15.     (W)     SCALED    
 HH0117* NAVD 88     -       893.014  (meters)    2929.83   (feet)  ADJUSTED  
 HH0117  ___________________________________________________________________
 HH0117  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 HH0117  DYNAMIC HT  -         892.172 (meters)    2927.07  (feet)  COMP
 HH0117  MODELED GRAV-     979,657.6   (mgal)                       NAVD 88
 HH0117
 HH0117  VERT ORDER  -  SECOND    CLASS 0
 HH0117
 HH0117.The horizontal coordinates were scaled from a topographic map and have
 HH0117.an estimated accuracy of +/- 6 seconds.
 HH0117
 HH0117.The orthometric height was determined by differential leveling
 HH0117.and adjusted by the National Geodetic Survey in June 1991..
 HH0117
 HH0117.The geoid height was determined by GEOID03.
 HH0117
 HH0117.The dynamic height is computed by dividing the NAVD 88
 HH0117.geopotential number by the normal gravity value computed on the
 HH0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0117.degrees latitude (g = 980.6199 gals.).
 HH0117
 HH0117.The modeled gravity was interpolated from observed gravity values.
 HH0117
 HH0117;                    North         East    Units  Estimated Accuracy
 HH0117;SPC KS S     -   490,560.      190,270.      MT  (+/- 180 meters Scaled)
 HH0117
 HH0117                          SUPERSEDED SURVEY CONTROL
 HH0117
 HH0117  NGVD 29 (??/??/92)  892.644  (m)         2928.62   (f) ADJ UNCH    2 0
 HH0117
 HH0117.Superseded values are not recommended for survey control.
 HH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0117.See file dsdata.txt to determine how the superseded data were derived.
 HH0117
 HH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG345473(NAD 83)
 HH0117_MARKER: DB = BENCH MARK DISK
 HH0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0117_SP_SET: CULVERT
 HH0117_STAMPING: Q 273 1940
 HH0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0117
 HH0117  HISTORY     - Date     Condition        Report By
 HH0117  HISTORY     - 1940     MONUMENTED       CGS
 HH0117  HISTORY     - 1967     MARK NOT FOUND   USGS
 HH0117
 HH0117                          STATION DESCRIPTION
 HH0117
 HH0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 HH0117'2 MI W FROM SUBLETTE.
 HH0117'2.0 MILES WEST ALONG STATE HIGHWAY 45 FROM THE ATCHISON, TOPEKA
 HH0117'AND SANTA FE RAILWAY STATION AT SUBLETTE, HASKELL COUNTY, THENCE
 HH0117'1.1 MILES SOUTH ALONG U.S. HIGHWAY 83, 0.1 MILE SOUTH OF THE
 HH0117'CROSSING OF AN EAST-AND-WEST ROAD, 0.1 MILE NORTH OF A FARMHOUSE
 HH0117'ON THE WEST SIDE OF THE HIGHWAY, 16 FEET EAST OF THE CENTERLINE
 HH0117'OF THE HIGHWAY, AT A SMALL CONCRETE-BOX CULVERT, AND IN THE
 HH0117'CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL.  A STANDARD
 HH0117'DISK, STAMPED Q 273 1940.
 HH0117
 HH0117                          STATION RECOVERY (1967)
 HH0117
 HH0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HH0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0921 ***********************************************************************
 JE0921  DESIGNATION -  Q 276
 JE0921  PID         -  JE0921
 JE0921  STATE/COUNTY-  KS/FRANKLIN
 JE0921  USGS QUAD   -  OTTAWA NORTH (1983)
 JE0921
 JE0921                         *CURRENT SURVEY CONTROL
 JE0921  ___________________________________________________________________
 JE0921* NAD 83(1986)-  38 40 53.     (N)    095 15 20.     (W)     SCALED    
 JE0921* NAVD 88     -       291.957  (meters)     957.86   (feet)  ADJUSTED  
 JE0921  ___________________________________________________________________
 JE0921  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0921  DYNAMIC HT  -         291.759 (meters)     957.21  (feet)  COMP
 JE0921  MODELED GRAV-     979,940.9   (mgal)                       NAVD 88
 JE0921
 JE0921  VERT ORDER  -  SECOND    CLASS 0
 JE0921
 JE0921.The horizontal coordinates were scaled from a topographic map and have
 JE0921.an estimated accuracy of +/- 6 seconds.
 JE0921
 JE0921.The orthometric height was determined by differential leveling
 JE0921.and adjusted by the National Geodetic Survey in June 1991..
 JE0921
 JE0921.The geoid height was determined by GEOID03.
 JE0921
 JE0921.The dynamic height is computed by dividing the NAVD 88
 JE0921.geopotential number by the normal gravity value computed on the
 JE0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0921.degrees latitude (g = 980.6199 gals.).
 JE0921
 JE0921.The modeled gravity was interpolated from observed gravity values.
 JE0921
 JE0921;                    North         East    Units  Estimated Accuracy
 JE0921;SPC KS S     -   628,530.      682,260.      MT  (+/- 180 meters Scaled)
 JE0921
 JE0921                          SUPERSEDED SURVEY CONTROL
 JE0921
 JE0921  NGVD 29 (??/??/92)  291.841  (m)          957.48   (f) ADJ UNCH    2 0
 JE0921
 JE0921.Superseded values are not recommended for survey control.
 JE0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0921.See file dsdata.txt to determine how the superseded data were derived.
 JE0921
 JE0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC038838(NAD 83)
 JE0921_MARKER: DB = BENCH MARK DISK
 JE0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0921_STAMPING: Q 276 1945
 JE0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0921+STABILITY: SURFACE MOTION
 JE0921
 JE0921  HISTORY     - Date     Condition        Report By
 JE0921  HISTORY     - 1945     MONUMENTED       CGS
 JE0921  HISTORY     - 1950     GOOD             NGS
 JE0921  HISTORY     - 1982     GOOD             NGS
 JE0921  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0921
 JE0921                          STATION DESCRIPTION
 JE0921
 JE0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0921'4.5 MI N FROM OTTAWA.
 JE0921'ABOUT 4.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0921'RAILROAD FROM THE STATION AT OTTAWA, AT A ROAD CROSSING, 102.0
 JE0921'FEET NORTH OF THE CENTER LINE OF THE ROAD, 39.5 FEET EAST OF AND
 JE0921'ABOUT 4.0 FEET LOWER THAN THE CENTER LINE OF THE TRACKS, 12.0
 JE0921'FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH A ROW OF POLES
 JE0921'EAST OF TRACKS, 10.4 FEET WEST OF THE RIGHT OF WAY FENCE AND
 JE0921'1.0 FOOT SOUTH OF A 4 X 4 MARKER POST.  A BRONZE DISK STAMPED
 JE0921'Q 276 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JE0921'5 INCHES ABOVE GROUND.
 JE0921
 JE0921                          STATION RECOVERY (1950)
 JE0921
 JE0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0921'RECOVERED IN GOOD CONDITION.
 JE0921
 JE0921                          STATION RECOVERY (1982)
 JE0921
 JE0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JE0921'7.72 KM (4.8 MI) NORTH ALONG U.S. HIGHWAY 59, FROM THE COURTHOUSE IN
 JE0921'OTTAWA, THENCE 1.05 KM (0.65 MI) EAST ALONG A DIRT ROAD TO THE MARK
 JE0921'ON THE LEFT, 31.4 M (103 FT) NORTH OF THE CENTERLINE OF THE ROAD,
 JE0921'12.0 M (39.5 FT) EAST FROM THE CENTERLINE OF AN ABANDONED RAILROAD.
 JE0921
 JE0921                          STATION RECOVERY (2005)
 JE0921
 JE0921'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0921'THE POLE LINE, THE FENCE AND MARKER POST HAVE BEEN REMOVED AND THE
 JE0921'AREA REGRADED.  THE REMAINS OF A CARSONITE WITNESS POST WERE NOTED IN
 JE0921'THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1082 ***********************************************************************
 JE1082  DESIGNATION -  Q 277
 JE1082  PID         -  JE1082
 JE1082  STATE/COUNTY-  KS/ANDERSON
 JE1082  USGS QUAD   -  COLONY (1966)
 JE1082
 JE1082                         *CURRENT SURVEY CONTROL
 JE1082  ___________________________________________________________________
 JE1082* NAD 83(1986)-  38 04 40.     (N)    095 19 37.     (W)     SCALED    
 JE1082* NAVD 88     -       323.133  (meters)    1060.15   (feet)  ADJUSTED  
 JE1082  ___________________________________________________________________
 JE1082  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JE1082  DYNAMIC HT  -         322.892 (meters)    1059.35  (feet)  COMP
 JE1082  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 JE1082
 JE1082  VERT ORDER  -  SECOND    CLASS 0
 JE1082
 JE1082.The horizontal coordinates were scaled from a topographic map and have
 JE1082.an estimated accuracy of +/- 6 seconds.
 JE1082
 JE1082.The orthometric height was determined by differential leveling
 JE1082.and adjusted by the National Geodetic Survey in June 1991..
 JE1082
 JE1082.The geoid height was determined by GEOID03.
 JE1082
 JE1082.The dynamic height is computed by dividing the NAVD 88
 JE1082.geopotential number by the normal gravity value computed on the
 JE1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1082.degrees latitude (g = 980.6199 gals.).
 JE1082
 JE1082.The modeled gravity was interpolated from observed gravity values.
 JE1082
 JE1082;                    North         East    Units  Estimated Accuracy
 JE1082;SPC KS S     -   561,350.      678,330.      MT  (+/- 180 meters Scaled)
 JE1082
 JE1082                          SUPERSEDED SURVEY CONTROL
 JE1082
 JE1082  NGVD 29 (??/??/92)  322.974  (m)         1059.62   (f) ADJ UNCH    2 0
 JE1082
 JE1082.Superseded values are not recommended for survey control.
 JE1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1082.See file dsdata.txt to determine how the superseded data were derived.
 JE1082
 JE1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC959170(NAD 83)
 JE1082_MARKER: DB = BENCH MARK DISK
 JE1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1082_STAMPING: Q 277 1945
 JE1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1082+STABILITY: SURFACE MOTION
 JE1082
 JE1082  HISTORY     - Date     Condition        Report By
 JE1082  HISTORY     - 1945     MONUMENTED       CGS
 JE1082  HISTORY     - 1951     GOOD             NGS
 JE1082
 JE1082                          STATION DESCRIPTION
 JE1082
 JE1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE1082'2.7 MI NE FROM COLONY.
 JE1082'0.5 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1082'FROM THE STATION AT COLONY, ANDERSON COUNTY, THENCE 2.2 MILES
 JE1082'EAST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC RAILROAD,
 JE1082'AT THE CROSSING OF A NORTH-AND-SOUTH DIRT ROAD, 53 FEET WEST OF
 JE1082'THE CENTER LINE OF THE ROAD, 45 FEET NORTH OF THE CENTER LINE
 JE1082'OF THE OLD ROADBED, 14 FEET WEST OF A FENCE CORNER, 1 FOOT
 JE1082'SOUTH OF THE FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 JE1082'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED Q 277 1945
 JE1082'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 JE1082'GROUND.
 JE1082
 JE1082                          STATION RECOVERY (1951)
 JE1082
 JE1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0501 ***********************************************************************
 JF0501  DESIGNATION -  Q 279
 JF0501  PID         -  JF0501
 JF0501  STATE/COUNTY-  KS/SALINE
 JF0501  USGS QUAD   -  NILES (1978)
 JF0501
 JF0501                         *CURRENT SURVEY CONTROL
 JF0501  ___________________________________________________________________
 JF0501* NAD 83(1986)-  38 54 57.     (N)    097 23 37.     (W)     SCALED    
 JF0501* NAVD 88     -       355.920  (meters)    1167.71   (feet)  POSTED    
 JF0501  ___________________________________________________________________
 JF0501  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 JF0501  DYNAMIC HT  -         355.690 (meters)    1166.96  (feet)  COMP
 JF0501  MODELED GRAV-     979,959.2   (mgal)                       NAVD 88
 JF0501
 JF0501  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0501
 JF0501.The horizontal coordinates were scaled from a topographic map and have
 JF0501.an estimated accuracy of +/- 6 seconds.
 JF0501
 JF0501.The orthometric height was determined by differential leveling
 JF0501.and adjusted by the National Geodetic Survey in 1992..
 JF0501.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0501.rate of 0.0 thru 1.0 mm/km.
 JF0501
 JF0501.The geoid height was determined by GEOID03.
 JF0501
 JF0501.The dynamic height is computed by dividing the NAVD 88
 JF0501.geopotential number by the normal gravity value computed on the
 JF0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0501.degrees latitude (g = 980.6199 gals.).
 JF0501
 JF0501.The modeled gravity was interpolated from observed gravity values.
 JF0501
 JF0501;                    North         East    Units  Estimated Accuracy
 JF0501;SPC KS N     -    64,840.      452,590.      MT  (+/- 180 meters Scaled)
 JF0501
 JF0501                          SUPERSEDED SURVEY CONTROL
 JF0501
 JF0501  NGVD 29 (??/??/92)  355.819  (m)         1167.38   (f) ADJ UNCH    1 2
 JF0501
 JF0501.Superseded values are not recommended for survey control.
 JF0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0501.See file dsdata.txt to determine how the superseded data were derived.
 JF0501
 JF0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ392086(NAD 83)
 JF0501_MARKER: DB = BENCH MARK DISK
 JF0501_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF0501_SP_SET: PIER
 JF0501_STAMPING: Q 279 1947
 JF0501_MARK LOGO: CGS   
 JF0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0501
 JF0501  HISTORY     - Date     Condition        Report By
 JF0501  HISTORY     - 1947     MONUMENTED       CGS
 JF0501  HISTORY     - 1986     GOOD             NGS
 JF0501
 JF0501                          STATION DESCRIPTION
 JF0501
 JF0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0501'1.3 MI SW FROM SOLOMON.
 JF0501'1.3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0501'STATION AT SOLOMON, AT THE NORTHEAST END OF STEEL GIRDER BRIDGE
 JF0501'NO. 173.62 OVER THE SOLOMON RIVER, 13.4 FEET NORTHWEST OF THE
 JF0501'NORTHWEST RAIL OF THE TRACK, 6.0 FEET BELOW THE BASE OF THE RAILS,
 JF0501'SET IN THE TOP OF AND 1.7 FOOT SOUTHEAST OF THE NORTHWEST END
 JF0501'OF THE NORTHEAST CONCRETE PIER OF THE BRIDGE.
 JF0501
 JF0501                          STATION RECOVERY (1986)
 JF0501
 JF0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0511 ***********************************************************************
 JG0511  DESIGNATION -  Q 28
 JG0511  PID         -  JG0511
 JG0511  STATE/COUNTY-  KS/HODGEMAN
 JG0511  USGS QUAD   -  BURDETT (1970)
 JG0511
 JG0511                         *CURRENT SURVEY CONTROL
 JG0511  ___________________________________________________________________
 JG0511* NAD 83(1986)-  38 09 57.     (N)    099 36 23.     (W)     SCALED    
 JG0511* NAVD 88     -       648.779  (meters)    2128.54   (feet)  ADJUSTED  
 JG0511  ___________________________________________________________________
 JG0511  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0511  DYNAMIC HT  -         648.253 (meters)    2126.81  (feet)  COMP
 JG0511  MODELED GRAV-     979,797.0   (mgal)                       NAVD 88
 JG0511
 JG0511  VERT ORDER  -  SECOND    CLASS 0
 JG0511
 JG0511.The horizontal coordinates were scaled from a topographic map and have
 JG0511.an estimated accuracy of +/- 6 seconds.
 JG0511
 JG0511.The orthometric height was determined by differential leveling
 JG0511.and adjusted by the National Geodetic Survey in June 1991..
 JG0511
 JG0511.The geoid height was determined by GEOID03.
 JG0511
 JG0511.The dynamic height is computed by dividing the NAVD 88
 JG0511.geopotential number by the normal gravity value computed on the
 JG0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0511.degrees latitude (g = 980.6199 gals.).
 JG0511
 JG0511.The modeled gravity was interpolated from observed gravity values.
 JG0511
 JG0511;                    North         East    Units  Estimated Accuracy
 JG0511;SPC KS S     -   566,960.      303,050.      MT  (+/- 180 meters Scaled)
 JG0511
 JG0511                          SUPERSEDED SURVEY CONTROL
 JG0511
 JG0511  NGVD 29 (??/??/92)  648.565  (m)         2127.83   (f) ADJ UNCH    2 0
 JG0511
 JG0511.Superseded values are not recommended for survey control.
 JG0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0511.See file dsdata.txt to determine how the superseded data were derived.
 JG0511
 JG0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH468243(NAD 83)
 JG0511_MARKER: DB = BENCH MARK DISK
 JG0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0511_STAMPING: Q 28 1934
 JG0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0511+STABILITY: SURFACE MOTION
 JG0511
 JG0511  HISTORY     - Date     Condition        Report By
 JG0511  HISTORY     - 1934     MONUMENTED       CGS
 JG0511
 JG0511                          STATION DESCRIPTION
 JG0511
 JG0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0511'4.8 MI W FROM BURDETT.
 JG0511'IN HODGEMAN COUNTY, 4.8 MILES WEST ALONG THE ATCHISON, TOPEKA
 JG0511'AND SANTA FE RAILWAY FROM BURDETT, PAWNEE COUNTY, IN THE
 JG0511'SOUTHEAST 1/4 SECTION 3, T 22 S, R 21 W, 31 FEET WEST OF THE
 JG0511'CENTERLINE OF A SECTION ROAD, AND 48 FEET NORTH OF THE
 JG0511'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED Q 28 1934 AND
 JG0511'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0161 ***********************************************************************
 KE0161  DESIGNATION -  Q 280
 KE0161  PID         -  KE0161
 KE0161  STATE/COUNTY-  KS/LEAVENWORTH
 KE0161  USGS QUAD   -  WESTON (1984)
 KE0161
 KE0161                         *CURRENT SURVEY CONTROL
 KE0161  ___________________________________________________________________
 KE0161* NAD 83(1986)-  39 23 39.     (N)    094 57 17.     (W)     SCALED    
 KE0161* NAVD 88     -       237.150  (meters)     778.05   (feet)  ADJUSTED  
 KE0161  ___________________________________________________________________
 KE0161  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 KE0161  DYNAMIC HT  -         237.002 (meters)     777.56  (feet)  COMP
 KE0161  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 KE0161
 KE0161  VERT ORDER  -  FIRST     CLASS II
 KE0161
 KE0161.The horizontal coordinates were scaled from a topographic map and have
 KE0161.an estimated accuracy of +/- 6 seconds.
 KE0161
 KE0161.The orthometric height was determined by differential leveling
 KE0161.and adjusted by the National Geodetic Survey in June 1991..
 KE0161
 KE0161.The geoid height was determined by GEOID03.
 KE0161
 KE0161.The dynamic height is computed by dividing the NAVD 88
 KE0161.geopotential number by the normal gravity value computed on the
 KE0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0161.degrees latitude (g = 980.6199 gals.).
 KE0161
 KE0161.The modeled gravity was interpolated from observed gravity values.
 KE0161
 KE0161;                    North         East    Units  Estimated Accuracy
 KE0161;SPC KS N     -   122,180.      662,270.      MT  (+/- 180 meters Scaled)
 KE0161
 KE0161                          SUPERSEDED SURVEY CONTROL
 KE0161
 KE0161  NGVD 29 (??/??/92)  237.057  (m)          777.74   (f) ADJ UNCH    1 2
 KE0161
 KE0161.Superseded values are not recommended for survey control.
 KE0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0161.See file dsdata.txt to determine how the superseded data were derived.
 KE0161
 KE0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD316623(NAD 83)
 KE0161_MARKER: DB = BENCH MARK DISK
 KE0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0161_STAMPING: Q 280 1948
 KE0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0161+STABILITY: SURFACE MOTION
 KE0161
 KE0161  HISTORY     - Date     Condition        Report By
 KE0161  HISTORY     - 1948     MONUMENTED       CGS
 KE0161  HISTORY     - 1951     GOOD             NGS
 KE0161  HISTORY     - 20020826 MARK NOT FOUND   SKW
 KE0161
 KE0161                          STATION DESCRIPTION
 KE0161
 KE0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0161'3.6 MI NW FROM FORT LEAVENWORTH.
 KE0161'3.65 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0161'STATION AT FORT LEAVENWORTH, 1.0 MILE SOUTHEAST OF THE CROSSING
 KE0161'OF RAILROAD AND DIRT ROAD AT KICKAPOO, 4 POLES SOUTHEAST OF
 KE0161'MILEPOST 316, 0.65 MILE NORTHWEST OF BRIDGE OVER SALT CREEK, 49.0
 KE0161'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MISSOURI PACIFIC
 KE0161'TRACK, 41.7 FEET SOUTH OF THE SOUTHWEST END OF A 16-INCH GALVANIZED
 KE0161'TUBE CULVERT UNDER THE RAILWAY TRACK, 2.0 FEET SOUTHEAST OF A
 KE0161'REFERENCE POST, 1.4 FEET NORTHEAST OF A FENCE, AND SET IN THE TOP
 KE0161'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KE0161
 KE0161                          STATION RECOVERY (1951)
 KE0161
 KE0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0161'RECOVERED IN GOOD CONDITION.
 KE0161
 KE0161                          STATION RECOVERY (2002)
 KE0161
 KE0161'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0220 ***********************************************************************
 KE0220  DESIGNATION -  Q 281
 KE0220  PID         -  KE0220
 KE0220  STATE/COUNTY-  KS/WYANDOTTE
 KE0220  USGS QUAD   -  NORTH KANSAS CITY (1997)
 KE0220
 KE0220                         *CURRENT SURVEY CONTROL
 KE0220  ___________________________________________________________________
 KE0220* NAD 83(1986)-  39 08 08.     (N)    094 37 27.     (W)     SCALED    
 KE0220* NAVD 88     -       241.780  (meters)     793.24   (feet)  ADJUSTED  
 KE0220  ___________________________________________________________________
 KE0220  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 KE0220  DYNAMIC HT  -         241.625 (meters)     792.73  (feet)  COMP
 KE0220  MODELED GRAV-     979,981.5   (mgal)                       NAVD 88
 KE0220
 KE0220  VERT ORDER  -  FIRST     CLASS II
 KE0220
 KE0220.The horizontal coordinates were scaled from a topographic map and have
 KE0220.an estimated accuracy of +/- 6 seconds.
 KE0220
 KE0220.The orthometric height was determined by differential leveling
 KE0220.and adjusted by the National Geodetic Survey in June 1991..
 KE0220
 KE0220.The geoid height was determined by GEOID03.
 KE0220
 KE0220.The dynamic height is computed by dividing the NAVD 88
 KE0220.geopotential number by the normal gravity value computed on the
 KE0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0220.degrees latitude (g = 980.6199 gals.).
 KE0220
 KE0220.The modeled gravity was interpolated from observed gravity values.
 KE0220
 KE0220;                    North         East    Units  Estimated Accuracy
 KE0220;SPC KS N     -    94,500.      691,800.      MT  (+/- 180 meters Scaled)
 KE0220
 KE0220                          SUPERSEDED SURVEY CONTROL
 KE0220
 KE0220  NGVD 29 (??/??/92)  241.698  (m)          792.97   (f) ADJ UNCH    1 2
 KE0220
 KE0220.Superseded values are not recommended for survey control.
 KE0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0220.See file dsdata.txt to determine how the superseded data were derived.
 KE0220
 KE0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD596330(NAD 83)
 KE0220_MARKER: DB = BENCH MARK DISK
 KE0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0220_STAMPING: Q 281 1948
 KE0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0220+STABILITY: SURFACE MOTION
 KE0220
 KE0220  HISTORY     - Date     Condition        Report By
 KE0220  HISTORY     - 1948     MONUMENTED       CGS
 KE0220  HISTORY     - 1950     GOOD             NGS
 KE0220
 KE0220                          STATION DESCRIPTION
 KE0220
 KE0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0220'AT KANSAS CITY.
 KE0220'AT KANSAS CITY, AT THE NORTHEAST CORNER OF JUNCTION OF NORTH
 KE0220'SIXTH STREET AND SEVENTH STREET TRAFFICWAY, SET BETWEEN THE EAST CURB
 KE0220'AND THE SIDEWALK OF SEVENTH STREET TRAFFICWAY, 64.0 FEET SOUTH
 KE0220'OF THE CENTER LINE OF MINOR AVENUE, 33.0 FEET SOUTH OF THE
 KE0220'NORTHWEST CORNER OF DUNBAR SCHOOLYARD RETAINING WALL AND 9.6
 KE0220'FEET WEST OF THE WALL, 23.7 FEET EAST OF THE CENTER LINE OF
 KE0220'SEVENTH STREET TRAFFICWAY, 45.0 FEET EAST OF THE EXTENDED CENTER
 KE0220'LINE OF NORTH SIXTH STREET, 2.6 FEET EAST OF THE CURB, 2.6 FEET
 KE0220'WEST OF THE WEST EDGE OF THE SIDEWALK, AND SET IN THE TOP OF A
 KE0220'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  NOTE-- A STANDARD
 KE0220'DISC IN A CONCRETE POST IN PARKWAY NEAR NORTHWEST CORNER OF
 KE0220'DUNBAR SCHOOL ON 7TH STREET TRAFFICWAY AT MINOR AVE.
 KE0220
 KE0220                          STATION RECOVERY (1950)
 KE0220
 KE0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0427 ***********************************************************************
 JF0427  DESIGNATION -  Q 283
 JF0427  PID         -  JF0427
 JF0427  STATE/COUNTY-  KS/GEARY
 JF0427  USGS QUAD   -  KANSAS FALLS (1978)
 JF0427
 JF0427                         *CURRENT SURVEY CONTROL
 JF0427  ___________________________________________________________________
 JF0427* NAD 83(1986)-  38 59 00.     (N)    096 54 49.     (W)     SCALED    
 JF0427* NAVD 88     -       334.654  (meters)    1097.94   (feet)  POSTED    
 JF0427  ___________________________________________________________________
 JF0427  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 JF0427  DYNAMIC HT  -         334.420 (meters)    1097.18  (feet)  COMP
 JF0427  MODELED GRAV-     979,925.4   (mgal)                       NAVD 88
 JF0427
 JF0427  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JF0427
 JF0427.The horizontal coordinates were scaled from a topographic map and have
 JF0427.an estimated accuracy of +/- 6 seconds.
 JF0427
 JF0427.The orthometric height was determined by differential leveling
 JF0427.and adjusted by the National Geodetic Survey in 1992..
 JF0427.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JF0427.rate of 3.1 thru 4.0 mm/km.
 JF0427
 JF0427.The geoid height was determined by GEOID03.
 JF0427
 JF0427.The dynamic height is computed by dividing the NAVD 88
 JF0427.geopotential number by the normal gravity value computed on the
 JF0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0427.degrees latitude (g = 980.6199 gals.).
 JF0427
 JF0427.The modeled gravity was interpolated from observed gravity values.
 JF0427
 JF0427;                    North         East    Units  Estimated Accuracy
 JF0427;SPC KS N     -    72,720.      494,130.      MT  (+/- 180 meters Scaled)
 JF0427
 JF0427                          SUPERSEDED SURVEY CONTROL
 JF0427
 JF0427  NGVD 29 (??/??/92)  334.534  (m)         1097.55   (f) ADJ UNCH    1 2
 JF0427
 JF0427.Superseded values are not recommended for survey control.
 JF0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0427.See file dsdata.txt to determine how the superseded data were derived.
 JF0427
 JF0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ807169(NAD 83)
 JF0427_MARKER: DB = BENCH MARK DISK
 JF0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0427_STAMPING: Q 283 1947
 JF0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0427+STABILITY: SURFACE MOTION
 JF0427
 JF0427  HISTORY     - Date     Condition        Report By
 JF0427  HISTORY     - 1947     MONUMENTED       CGS
 JF0427  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0427
 JF0427                          STATION DESCRIPTION
 JF0427
 JF0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0427'5.9 MI E FROM CHAPMAN.
 JF0427'5.9 MILES EAST ALONG THE UNION PACIFIC RAILWAY FROM THE STATION
 JF0427'AT CHAPMAN, 6 1/2 POLES (ALONG NORTH SIDE OF TRACK) WEST OF A
 JF0427'ROAD CROSSING, 88.4 FEET NORTH OF THE NORTHWEST CORNER OF
 JF0427'THE WESTERLY ONE OF TWO GRAIN ELEVATORS AT THE KANSAS FALLS
 JF0427'SIDING, ON LINE WITH THE EXTENDED WEST WALL OF THE WESTERLY
 JF0427'GRAIN ELEVATOR, 45.1 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 JF0427'TRACK AND 1 FOOT LOWER, 7.4 FEET EAST OF A LONE 14-INCH ELM
 JF0427'TREE, 2.2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 2.0 FEET
 JF0427'WEST OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST AND
 JF0427'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JF0427
 JF0427                          STATION RECOVERY (1986)
 JF0427
 JF0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0551 ***********************************************************************
 KF0551  DESIGNATION -  Q 286
 KF0551  PID         -  KF0551
 KF0551  STATE/COUNTY-  KS/CLOUD
 KF0551  USGS QUAD   -  CONCORDIA (1980)
 KF0551
 KF0551                         *CURRENT SURVEY CONTROL
 KF0551  ___________________________________________________________________
 KF0551* NAD 83(1986)-  39 33 53.     (N)    097 39 27.     (W)     SCALED    
 KF0551* NAVD 88     -       425.795  (meters)    1396.96   (feet)  ADJUSTED  
 KF0551  ___________________________________________________________________
 KF0551  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 KF0551  DYNAMIC HT  -         425.526 (meters)    1396.08  (feet)  COMP
 KF0551  MODELED GRAV-     979,981.9   (mgal)                       NAVD 88
 KF0551
 KF0551  VERT ORDER  -  FIRST     CLASS II
 KF0551
 KF0551.The horizontal coordinates were scaled from a topographic map and have
 KF0551.an estimated accuracy of +/- 6 seconds.
 KF0551
 KF0551.The orthometric height was determined by differential leveling
 KF0551.and adjusted by the National Geodetic Survey in June 1991..
 KF0551
 KF0551.The geoid height was determined by GEOID03.
 KF0551
 KF0551.The dynamic height is computed by dividing the NAVD 88
 KF0551.geopotential number by the normal gravity value computed on the
 KF0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0551.degrees latitude (g = 980.6199 gals.).
 KF0551
 KF0551.The modeled gravity was interpolated from observed gravity values.
 KF0551
 KF0551;                    North         East    Units  Estimated Accuracy
 KF0551;SPC KS N     -   136,760.      429,430.      MT  (+/- 180 meters Scaled)
 KF0551
 KF0551                          SUPERSEDED SURVEY CONTROL
 KF0551
 KF0551  NGVD 29 (??/??/92)  425.649  (m)         1396.48   (f) ADJ UNCH    1 2
 KF0551
 KF0551.Superseded values are not recommended for survey control.
 KF0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0551.See file dsdata.txt to determine how the superseded data were derived.
 KF0551
 KF0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ153803(NAD 83)
 KF0551_MARKER: DB = BENCH MARK DISK
 KF0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0551_SP_SET: BUILDING
 KF0551_STAMPING: Q 286 1947
 KF0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0551
 KF0551  HISTORY     - Date     Condition        Report By
 KF0551  HISTORY     - 1947     MONUMENTED       CGS
 KF0551  HISTORY     - 1965     GOOD             USGS
 KF0551
 KF0551                          STATION DESCRIPTION
 KF0551
 KF0551'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KF0551'AT CONCORDIA.
 KF0551'AT CONCORDIA, 0.6 MI. SOUTH ALONG U.S. HWY NO. 81 FROM THE
 KF0551'POST OFFICE, 138 FT. N. AND 48 FT. W. OF JCT STREETS LINCOLN
 KF0551'(U.S. HWY 81) AND THIRTEENTH ST., SET IN THE SOUTH FACE AT THE
 KF0551'SOUTHEAST CORNER OF A BRICK BUILDING (NOW KERR GROCERY), 2.4 FT.
 KF0551'ABOVE THE GROUND, 0.6 FT. WEST OF THE SOUTHEAST CORNER OF THE
 KF0551'BUILDING, A DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0432 ***********************************************************************
 KF0432  DESIGNATION -  Q 287
 KF0432  PID         -  KF0432
 KF0432  STATE/COUNTY-  KS/CLOUD
 KF0432  USGS QUAD   -  MILTONVALE (1964)
 KF0432
 KF0432                         *CURRENT SURVEY CONTROL
 KF0432  ___________________________________________________________________
 KF0432* NAD 83(1986)-  39 20 20.     (N)    097 25 58.     (W)     SCALED    
 KF0432* NAVD 88     -       413.580  (meters)    1356.89   (feet)  ADJUSTED  
 KF0432  ___________________________________________________________________
 KF0432  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 KF0432  DYNAMIC HT  -         413.327 (meters)    1356.06  (feet)  COMP
 KF0432  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 KF0432
 KF0432  VERT ORDER  -  FIRST     CLASS II
 KF0432
 KF0432.The horizontal coordinates were scaled from a topographic map and have
 KF0432.an estimated accuracy of +/- 6 seconds.
 KF0432
 KF0432.The orthometric height was determined by differential leveling
 KF0432.and adjusted by the National Geodetic Survey in June 1991..
 KF0432
 KF0432.The geoid height was determined by GEOID03.
 KF0432
 KF0432.The dynamic height is computed by dividing the NAVD 88
 KF0432.geopotential number by the normal gravity value computed on the
 KF0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0432.degrees latitude (g = 980.6199 gals.).
 KF0432
 KF0432.The modeled gravity was interpolated from observed gravity values.
 KF0432
 KF0432;                    North         East    Units  Estimated Accuracy
 KF0432;SPC KS N     -   111,780.      448,900.      MT  (+/- 180 meters Scaled)
 KF0432
 KF0432                          SUPERSEDED SURVEY CONTROL
 KF0432
 KF0432  NGVD 29 (??/??/92)  413.466  (m)         1356.51   (f) ADJ UNCH    1 2
 KF0432
 KF0432.Superseded values are not recommended for survey control.
 KF0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0432.See file dsdata.txt to determine how the superseded data were derived.
 KF0432
 KF0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ350555(NAD 83)
 KF0432_MARKER: DB = BENCH MARK DISK
 KF0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0432_STAMPING: Q 287 1947
 KF0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0432+STABILITY: SURFACE MOTION
 KF0432
 KF0432  HISTORY     - Date     Condition        Report By
 KF0432  HISTORY     - 1947     MONUMENTED       CGS
 KF0432
 KF0432                          STATION DESCRIPTION
 KF0432
 KF0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0432'1.1 MI SE FROM MILTONVALE.
 KF0432'1.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0432'RAILROAD FROM THE STATION AT MILTONVALE, AT A PRIVATE ROAD
 KF0432'CROSSING, 46.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 KF0432'MAIN TRACK, 23.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KF0432'ROAD, 17.0 FEET WEST OF THE FIRST POLE NORTHWEST OF MILEPOST
 KF0432'NO. 92, 1.2 FEET NORTHEAST OF A FENCE, 1.7 FEET NORTHWEST OF
 KF0432'A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 KF0432'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0590 ***********************************************************************
 KF0590  DESIGNATION -  Q 288
 KF0590  PID         -  KF0590
 KF0590  STATE/COUNTY-  KS/JEWELL
 KF0590  USGS QUAD   -  COURTLAND (1969)
 KF0590
 KF0590                         *CURRENT SURVEY CONTROL
 KF0590  ___________________________________________________________________
 KF0590* NAD 83(1986)-  39 49 50.     (N)    097 56 41.     (W)     SCALED    
 KF0590* NAVD 88     -       468.295  (meters)    1536.40   (feet)  ADJUSTED  
 KF0590  ___________________________________________________________________
 KF0590  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 KF0590  DYNAMIC HT  -         468.020 (meters)    1535.50  (feet)  COMP
 KF0590  MODELED GRAV-     980,023.4   (mgal)                       NAVD 88
 KF0590
 KF0590  VERT ORDER  -  FIRST     CLASS II
 KF0590
 KF0590.The horizontal coordinates were scaled from a topographic map and have
 KF0590.an estimated accuracy of +/- 6 seconds.
 KF0590
 KF0590.The orthometric height was determined by differential leveling
 KF0590.and adjusted by the National Geodetic Survey in June 1991..
 KF0590
 KF0590.The geoid height was determined by GEOID03.
 KF0590
 KF0590.The dynamic height is computed by dividing the NAVD 88
 KF0590.geopotential number by the normal gravity value computed on the
 KF0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0590.degrees latitude (g = 980.6199 gals.).
 KF0590
 KF0590.The modeled gravity was interpolated from observed gravity values.
 KF0590
 KF0590;                    North         East    Units  Estimated Accuracy
 KF0590;SPC KS N     -   166,220.      404,730.      MT  (+/- 180 meters Scaled)
 KF0590
 KF0590                          SUPERSEDED SURVEY CONTROL
 KF0590
 KF0590  NGVD 29 (??/??/92)  468.140  (m)         1535.89   (f) ADJ UNCH    1 2
 KF0590
 KF0590.Superseded values are not recommended for survey control.
 KF0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0590.See file dsdata.txt to determine how the superseded data were derived.
 KF0590
 KF0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK903094(NAD 83)
 KF0590_MARKER: DB = BENCH MARK DISK
 KF0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0590_STAMPING: Q 288 1947
 KF0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0590+STABILITY: SURFACE MOTION
 KF0590
 KF0590  HISTORY     - Date     Condition        Report By
 KF0590  HISTORY     - 1947     MONUMENTED       CGS
 KF0590
 KF0590                          STATION DESCRIPTION
 KF0590
 KF0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0590'3.2 MI SE FROM LOVEWELL.
 KF0590'3.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0590'RAILROAD FROM THE STATION AT LOVEWELL, 46.2 FEET SOUTHWEST
 KF0590'OF THE SOUTHWEST RAIL OF THE TRACK, 21.3 FEET WEST OF MILEPOST
 KF0590'138, 1.7 FEET NORTHEAST OF A FENCE, 1.6 FEET NORTHWEST OF A
 KF0590'REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KF0590'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0407 ***********************************************************************
 KF0407  DESIGNATION -  Q 289
 KF0407  PID         -  KF0407
 KF0407  STATE/COUNTY-  KS/DICKINSON
 KF0407  USGS QUAD   -  MANCHESTER (1965)
 KF0407
 KF0407                         *CURRENT SURVEY CONTROL
 KF0407  ___________________________________________________________________
 KF0407* NAD 83(1986)-  39 02 14.     (N)    097 16 19.     (W)     SCALED    
 KF0407* NAVD 88     -       371.617  (meters)    1219.21   (feet)  ADJUSTED  
 KF0407  ___________________________________________________________________
 KF0407  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 KF0407  DYNAMIC HT  -         371.377 (meters)    1218.43  (feet)  COMP
 KF0407  MODELED GRAV-     979,973.2   (mgal)                       NAVD 88
 KF0407
 KF0407  VERT ORDER  -  FIRST     CLASS II
 KF0407
 KF0407.The horizontal coordinates were scaled from a topographic map and have
 KF0407.an estimated accuracy of +/- 6 seconds.
 KF0407
 KF0407.The orthometric height was determined by differential leveling
 KF0407.and adjusted by the National Geodetic Survey in June 1991..
 KF0407
 KF0407.The geoid height was determined by GEOID03.
 KF0407
 KF0407.The dynamic height is computed by dividing the NAVD 88
 KF0407.geopotential number by the normal gravity value computed on the
 KF0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0407.degrees latitude (g = 980.6199 gals.).
 KF0407
 KF0407.The modeled gravity was interpolated from observed gravity values.
 KF0407
 KF0407;                    North         East    Units  Estimated Accuracy
 KF0407;SPC KS N     -    78,390.      463,030.      MT  (+/- 180 meters Scaled)
 KF0407
 KF0407                          SUPERSEDED SURVEY CONTROL
 KF0407
 KF0407  NGVD 29 (??/??/92)  371.520  (m)         1218.90   (f) ADJ UNCH    1 2
 KF0407
 KF0407.Superseded values are not recommended for survey control.
 KF0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0407.See file dsdata.txt to determine how the superseded data were derived.
 KF0407
 KF0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ495223(NAD 83)
 KF0407_MARKER: DB = BENCH MARK DISK
 KF0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0407_STAMPING: Q 289 1947
 KF0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0407+STABILITY: SURFACE MOTION
 KF0407
 KF0407  HISTORY     - Date     Condition        Report By
 KF0407  HISTORY     - 1947     MONUMENTED       CGS
 KF0407
 KF0407                          STATION DESCRIPTION
 KF0407
 KF0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0407'1 MI NW FROM TALMAGE.
 KF0407'1.0 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0407'RAILROAD FROM THE STATION AT TALMAGE, ACROSS THE TRACK FROM THE
 KF0407'1ST POLE NORTHWEST OF MILEPOST 68, 46.7 FEET NORTHEAST OF THE
 KF0407'NORTHEAST RAIL OF THE TRACK, 4.4 FEET NORTHWEST OF A 3-WAY FENCE
 KF0407'CORNER POST, 1.3 FEET SOUTHWEST OF A FENCE, 1.5 FEET NORTHWEST
 KF0407'OF A REFERENCE POST, ABOUT 5.0 FEET BELOW TRACK LEVEL, SET IN
 KF0407'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0166 ***********************************************************************
 JG0166  DESIGNATION -  Q 29
 JG0166  PID         -  JG0166
 JG0166  STATE/COUNTY-  KS/BARTON
 JG0166  USGS QUAD   -  PAWNEE ROCK (1974)
 JG0166
 JG0166                         *CURRENT SURVEY CONTROL
 JG0166  ___________________________________________________________________
 JG0166* NAD 83(1986)-  38 17 01.     (N)    098 56 23.     (W)     SCALED    
 JG0166* NAVD 88     -       586.404  (meters)    1923.89   (feet)  ADJUSTED  
 JG0166  ___________________________________________________________________
 JG0166  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0166  DYNAMIC HT  -         585.955 (meters)    1922.42  (feet)  COMP
 JG0166  MODELED GRAV-     979,845.5   (mgal)                       NAVD 88
 JG0166
 JG0166  VERT ORDER  -  SECOND    CLASS 0
 JG0166
 JG0166.The horizontal coordinates were scaled from a topographic map and have
 JG0166.an estimated accuracy of +/- 6 seconds.
 JG0166
 JG0166.The orthometric height was determined by differential leveling
 JG0166.and adjusted by the National Geodetic Survey in June 1991..
 JG0166
 JG0166.The geoid height was determined by GEOID03.
 JG0166
 JG0166.The dynamic height is computed by dividing the NAVD 88
 JG0166.geopotential number by the normal gravity value computed on the
 JG0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0166.degrees latitude (g = 980.6199 gals.).
 JG0166
 JG0166.The modeled gravity was interpolated from observed gravity values.
 JG0166
 JG0166;                    North         East    Units  Estimated Accuracy
 JG0166;SPC KS S     -   579,550.      361,530.      MT  (+/- 180 meters Scaled)
 JG0166
 JG0166                          SUPERSEDED SURVEY CONTROL
 JG0166
 JG0166  NGVD 29 (??/??/92)  586.250  (m)         1923.39   (f) ADJ UNCH    2 0
 JG0166
 JG0166.Superseded values are not recommended for survey control.
 JG0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0166.See file dsdata.txt to determine how the superseded data were derived.
 JG0166
 JG0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH052372(NAD 83)
 JG0166_MARKER: DB = BENCH MARK DISK
 JG0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0166_STAMPING: Q 29 1934
 JG0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0166+STABILITY: SURFACE MOTION
 JG0166
 JG0166  HISTORY     - Date     Condition        Report By
 JG0166  HISTORY     - 1934     MONUMENTED       CGS
 JG0166  HISTORY     - 1953     GOOD             NGS
 JG0166
 JG0166                          STATION DESCRIPTION
 JG0166
 JG0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0166'2.5 MI E FROM PAWNEE ROCK.
 JG0166'2.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0166'FROM PAWNEE ROCK, BARTON COUNTY, ABOUT 2,400 FEET WEST OF
 JG0166'MILEPOST 280, 65 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING,
 JG0166'38 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 24 FEET
 JG0166'WEST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 JG0166'Q 29 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0506 ***********************************************************************
 JF0506  DESIGNATION -  Q 290
 JF0506  PID         -  JF0506
 JF0506  STATE/COUNTY-  KS/SALINE
 JF0506  USGS QUAD   -  NILES (1978)
 JF0506
 JF0506                         *CURRENT SURVEY CONTROL
 JF0506  ___________________________________________________________________
 JF0506* NAD 83(1986)-  38 53 41.     (N)    097 27 00.     (W)     SCALED    
 JF0506* NAVD 88     -       359.336  (meters)    1178.92   (feet)  POSTED    
 JF0506  ___________________________________________________________________
 JF0506  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF0506  DYNAMIC HT  -         359.100 (meters)    1178.15  (feet)  COMP
 JF0506  MODELED GRAV-     979,963.0   (mgal)                       NAVD 88
 JF0506
 JF0506  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0506
 JF0506.The horizontal coordinates were scaled from a topographic map and have
 JF0506.an estimated accuracy of +/- 6 seconds.
 JF0506
 JF0506.The orthometric height was determined by differential leveling
 JF0506.and adjusted by the National Geodetic Survey in 1992..
 JF0506.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0506.rate of 0.0 thru 1.0 mm/km.
 JF0506
 JF0506.The geoid height was determined by GEOID03.
 JF0506
 JF0506.The dynamic height is computed by dividing the NAVD 88
 JF0506.geopotential number by the normal gravity value computed on the
 JF0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0506.degrees latitude (g = 980.6199 gals.).
 JF0506
 JF0506.The modeled gravity was interpolated from observed gravity values.
 JF0506
 JF0506;                    North         East    Units  Estimated Accuracy
 JF0506;SPC KS N     -    62,470.      447,710.      MT  (+/- 180 meters Scaled)
 JF0506
 JF0506                          SUPERSEDED SURVEY CONTROL
 JF0506
 JF0506  NGVD 29 (??/??/92)  359.242  (m)         1178.61   (f) ADJ UNCH    1 2
 JF0506
 JF0506.Superseded values are not recommended for survey control.
 JF0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0506.See file dsdata.txt to determine how the superseded data were derived.
 JF0506
 JF0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ344062(NAD 83)
 JF0506_MARKER: DB = BENCH MARK DISK
 JF0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0506_STAMPING: Q 290 1947
 JF0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0506+STABILITY: SURFACE MOTION
 JF0506
 JF0506  HISTORY     - Date     Condition        Report By
 JF0506  HISTORY     - 1947     MONUMENTED       CGS
 JF0506  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0506
 JF0506                          STATION DESCRIPTION
 JF0506
 JF0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0506'3.4 MI NE FROM NEW CAMBRIA.
 JF0506'3.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0506'STATION SIGN AT NEW CAMBRIA, 1.0 MILE SOUTHWEST OF BENCH MARK
 JF0506'P 290, BETWEEN THE TRACK AND U.S. HIGHWAY NO. 40, IN LINE WITH
 JF0506'A ROW OF POLES, 36.8 FEET NORTHWEST OF THE NORTHWEST RAIL
 JF0506'OF THE TRACK, 11.0 FEET SOUTHEAST OF A FENCE, 8.4 FEET SOUTHWEST
 JF0506'OF MILEPOST 177, 2.4 FEET NORTHEAST OF A REFERENCE POST, SET IN
 JF0506'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 JF0506'GROUND.
 JF0506
 JF0506                          STATION RECOVERY (1986)
 JF0506
 JF0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0982 ***********************************************************************
 JF0982  DESIGNATION -  Q 291
 JF0982  PID         -  JF0982
 JF0982  STATE/COUNTY-  KS/SALINE
 JF0982  USGS QUAD   -  BROOKVILLE (1978)
 JF0982
 JF0982                         *CURRENT SURVEY CONTROL
 JF0982  ___________________________________________________________________
 JF0982* NAD 83(1986)-  38 46 32.     (N)    097 48 21.     (W)     SCALED    
 JF0982* NAVD 88     -       403.306  (meters)    1323.18   (feet)  ADJUSTED  
 JF0982  ___________________________________________________________________
 JF0982  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 JF0982  DYNAMIC HT  -         403.025 (meters)    1322.26  (feet)  COMP
 JF0982  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 JF0982
 JF0982  VERT ORDER  -  FIRST     CLASS II
 JF0982
 JF0982.The horizontal coordinates were scaled from a topographic map and have
 JF0982.an estimated accuracy of +/- 6 seconds.
 JF0982
 JF0982.The orthometric height was determined by differential leveling
 JF0982.and adjusted by the National Geodetic Survey in June 1991..
 JF0982
 JF0982.The geoid height was determined by GEOID03.
 JF0982
 JF0982.The dynamic height is computed by dividing the NAVD 88
 JF0982.geopotential number by the normal gravity value computed on the
 JF0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0982.degrees latitude (g = 980.6199 gals.).
 JF0982
 JF0982.The modeled gravity was interpolated from observed gravity values.
 JF0982
 JF0982;                    North         East    Units  Estimated Accuracy
 JF0982;SPC KS N     -    49,110.      416,870.      MT  (+/- 180 meters Scaled)
 JF0982
 JF0982                          SUPERSEDED SURVEY CONTROL
 JF0982
 JF0982  NGVD 29 (??/??/92)  403.196  (m)         1322.82   (f) ADJ UNCH    1 2
 JF0982
 JF0982.Superseded values are not recommended for survey control.
 JF0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0982.See file dsdata.txt to determine how the superseded data were derived.
 JF0982
 JF0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH037925(NAD 83)
 JF0982_MARKER: DB = BENCH MARK DISK
 JF0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0982_STAMPING: Q 291 1952
 JF0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0982+STABILITY: SURFACE MOTION
 JF0982
 JF0982  HISTORY     - Date     Condition        Report By
 JF0982  HISTORY     - 1952     MONUMENTED       CGS
 JF0982
 JF0982                          STATION DESCRIPTION
 JF0982
 JF0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0982'3.4 MI NE FROM BROOKVILLE.
 JF0982'3.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0982'STATION AT BROOKVILLE, 44.8 FEET NORTHWEST OF THE NORTHWEST RAIL,
 JF0982'11.2 FEET WEST OF MILEPOST 198, 1.5 FEET SOUTHEAST OF A FENCE,
 JF0982'2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JF0982'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1076 ***********************************************************************
 JF1076  DESIGNATION -  Q 292
 JF1076  PID         -  JF1076
 JF1076  STATE/COUNTY-  KS/SALINE
 JF1076  USGS QUAD   -  ASSARIA (1978)
 JF1076
 JF1076                         *CURRENT SURVEY CONTROL
 JF1076  ___________________________________________________________________
 JF1076* NAD 83(1986)-  38 37 41.     (N)    097 36 58.     (W)     SCALED    
 JF1076* NAVD 88     -       396.990  (meters)    1302.46   (feet)  ADJUSTED  
 JF1076  ___________________________________________________________________
 JF1076  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 JF1076  DYNAMIC HT  -         396.712 (meters)    1301.55  (feet)  COMP
 JF1076  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 JF1076
 JF1076  VERT ORDER  -  FIRST     CLASS II
 JF1076
 JF1076.The horizontal coordinates were scaled from a topographic map and have
 JF1076.an estimated accuracy of +/- 6 seconds.
 JF1076
 JF1076.The orthometric height was determined by differential leveling
 JF1076.and adjusted by the National Geodetic Survey in June 1991..
 JF1076.WARNING-Repeat measurements at this control monument indicate possible
 JF1076.vertical movement.
 JF1076
 JF1076.The geoid height was determined by GEOID03.
 JF1076
 JF1076.The dynamic height is computed by dividing the NAVD 88
 JF1076.geopotential number by the normal gravity value computed on the
 JF1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1076.degrees latitude (g = 980.6199 gals.).
 JF1076
 JF1076.The modeled gravity was interpolated from observed gravity values.
 JF1076
 JF1076;                    North         East    Units  Estimated Accuracy
 JF1076;SPC KS N     -    32,790.      433,430.      MT  (+/- 180 meters Scaled)
 JF1076
 JF1076                          SUPERSEDED SURVEY CONTROL
 JF1076
 JF1076  NGVD 29 (??/??/92)  396.859  (m)         1302.03   (f) ADJ UNCH    1 2
 JF1076
 JF1076.Superseded values are not recommended for survey control.
 JF1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1076.See file dsdata.txt to determine how the superseded data were derived.
 JF1076
 JF1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH204764(NAD 83)
 JF1076_MARKER: DB = BENCH MARK DISK
 JF1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1076_SP_SET: CONCRETE POST
 JF1076_STAMPING: Q 292 1952
 JF1076_MARK LOGO: CGS   
 JF1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1076+STABILITY: SURFACE MOTION
 JF1076
 JF1076  HISTORY     - Date     Condition        Report By
 JF1076  HISTORY     - 1952     MONUMENTED       CGS
 JF1076  HISTORY     - 1959     GOOD             UPRR
 JF1076  HISTORY     - 1986     GOOD             NGS
 JF1076
 JF1076                          STATION DESCRIPTION
 JF1076
 JF1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1076'4.9 MI NE FROM LINDSBORG.
 JF1076'4.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1076'STATION AT LINDSBORG, 3 1/2 POLES SOUTHWEST OF THE FARMERS
 JF1076'UNION ELEVATOR AT BRIDGEPORT, 119 FEET NORTHEAST OF MILEPOST
 JF1076'16, 28.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE UNION
 JF1076'PACIFIC RAILROAD, 22.3 FEET SOUTHEAST OF A SWITCH STAND, 81.5
 JF1076'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MISSOURI PACIFIC
 JF1076'RAILROAD, 2.8 FEET NORTHWEST OF A WITNESS POST, 1.3 MILES
 JF1076'SOUTHWEST OF BENCH MARK R 292, SET IN THE TOP OF A CONCRETE POST
 JF1076'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 JF1076
 JF1076                          STATION RECOVERY (1959)
 JF1076
 JF1076'RECOVERY NOTE BY UNION PACIFIC RAILROAD 1959
 JF1076'RECOVERED IN GOOD CONDITION.
 JF1076
 JF1076                          STATION RECOVERY (1986)
 JF1076
 JF1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1076'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  22.4 KM (13.9
 JF1076'MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1076'CRAWFORD STREET IN SALINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0027 ***********************************************************************
 JG0027  DESIGNATION -  Q 293
 JG0027  PID         -  JG0027
 JG0027  STATE/COUNTY-  KS/ELLSWORTH
 JG0027  USGS QUAD   -  CARNEIRO (1979)
 JG0027
 JG0027                         *CURRENT SURVEY CONTROL
 JG0027  ___________________________________________________________________
 JG0027* NAD 83(1986)-  38 44 03.     (N)    098 03 09.     (W)     SCALED    
 JG0027* NAVD 88     -       496.592  (meters)    1629.24   (feet)  ADJUSTED  
 JG0027  ___________________________________________________________________
 JG0027  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 JG0027  DYNAMIC HT  -         496.240 (meters)    1628.08  (feet)  COMP
 JG0027  MODELED GRAV-     979,903.6   (mgal)                       NAVD 88
 JG0027
 JG0027  VERT ORDER  -  FIRST     CLASS II
 JG0027
 JG0027.The horizontal coordinates were scaled from a topographic map and have
 JG0027.an estimated accuracy of +/- 6 seconds.
 JG0027
 JG0027.The orthometric height was determined by differential leveling
 JG0027.and adjusted by the National Geodetic Survey in June 1991..
 JG0027
 JG0027.The geoid height was determined by GEOID03.
 JG0027
 JG0027.The dynamic height is computed by dividing the NAVD 88
 JG0027.geopotential number by the normal gravity value computed on the
 JG0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0027.degrees latitude (g = 980.6199 gals.).
 JG0027
 JG0027.The modeled gravity was interpolated from observed gravity values.
 JG0027
 JG0027;                    North         East    Units  Estimated Accuracy
 JG0027;SPC KS N     -    44,500.      395,440.      MT  (+/- 180 meters Scaled)
 JG0027
 JG0027                          SUPERSEDED SURVEY CONTROL
 JG0027
 JG0027  NGVD 29 (??/??/92)  496.465  (m)         1628.82   (f) ADJ UNCH    1 2
 JG0027
 JG0027.Superseded values are not recommended for survey control.
 JG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0027.See file dsdata.txt to determine how the superseded data were derived.
 JG0027
 JG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH823877(NAD 83)
 JG0027_MARKER: DB = BENCH MARK DISK
 JG0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0027_STAMPING: Q 293 1952
 JG0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0027+STABILITY: SURFACE MOTION
 JG0027
 JG0027  HISTORY     - Date     Condition        Report By
 JG0027  HISTORY     - 1952     MONUMENTED       CGS
 JG0027  HISTORY     - 1961     GOOD             NGS
 JG0027
 JG0027                          STATION DESCRIPTION
 JG0027
 JG0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0027'6 MI NE FROM KANOPOLIS.
 JG0027'6.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0027'STATION AT KANOPOLIS, 6 POLES WEST OF MILEPOST 213, 45 FEET
 JG0027'SOUTH OF THE SOUTH RAIL, 22 FEET NORTHWEST OF A TELEPHONE POLE,
 JG0027'1.7 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET
 JG0027'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 JG0027'THE GROUND.
 JG0027
 JG0027                          STATION RECOVERY (1961)
 JG0027
 JG0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JG0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0992 ***********************************************************************
 JF0992  DESIGNATION -  Q 294
 JF0992  PID         -  JF0992
 JF0992  STATE/COUNTY-  KS/SALINE
 JF0992  USGS QUAD   -  FALUN (1978)
 JF0992
 JF0992                         *CURRENT SURVEY CONTROL
 JF0992  ___________________________________________________________________
 JF0992* NAD 83(1986)-  38 44 38.     (N)    097 52 25.     (W)     SCALED    
 JF0992* NAVD 88     -       429.102  (meters)    1407.81   (feet)  ADJUSTED  
 JF0992  ___________________________________________________________________
 JF0992  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 JF0992  DYNAMIC HT  -         428.799 (meters)    1406.82  (feet)  COMP
 JF0992  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 JF0992
 JF0992  VERT ORDER  -  FIRST     CLASS II
 JF0992
 JF0992.The horizontal coordinates were scaled from a topographic map and have
 JF0992.an estimated accuracy of +/- 6 seconds.
 JF0992
 JF0992.The orthometric height was determined by differential leveling
 JF0992.and adjusted by the National Geodetic Survey in June 1991..
 JF0992
 JF0992.The geoid height was determined by GEOID03.
 JF0992
 JF0992.The dynamic height is computed by dividing the NAVD 88
 JF0992.geopotential number by the normal gravity value computed on the
 JF0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0992.degrees latitude (g = 980.6199 gals.).
 JF0992
 JF0992.The modeled gravity was interpolated from observed gravity values.
 JF0992
 JF0992;                    North         East    Units  Estimated Accuracy
 JF0992;SPC KS N     -    45,580.      410,990.      MT  (+/- 180 meters Scaled)
 JF0992
 JF0992                          SUPERSEDED SURVEY CONTROL
 JF0992
 JF0992  NGVD 29 (??/??/92)  428.986  (m)         1407.43   (f) ADJ UNCH    1 2
 JF0992
 JF0992.Superseded values are not recommended for survey control.
 JF0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0992.See file dsdata.txt to determine how the superseded data were derived.
 JF0992
 JF0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH978889(NAD 83)
 JF0992_MARKER: DB = BENCH MARK DISK
 JF0992_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0992_SP_SET: CULVERT
 JF0992_STAMPING: Q 294 1952
 JF0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0992
 JF0992  HISTORY     - Date     Condition        Report By
 JF0992  HISTORY     - 1952     MONUMENTED       CGS
 JF0992
 JF0992                          STATION DESCRIPTION
 JF0992
 JF0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0992'2.2 MI S FROM BROOKVILLE.
 JF0992'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE GRADE SCHOOL AT
 JF0992'BROOKVILLE, THENCE 1.35 MILES SOUTH ALONG A GRADED DIRT ROAD,
 JF0992'THENCE 0.75 MILE SOUTH ALONG A GRADED FIRE GUARD, 16 FEET EAST OF
 JF0992'THE CENTER LINE OF A NORTH AND SOUTH FIRE GUARD, SET IN THE
 JF0992'TOP OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0217 ***********************************************************************
 JG0217  DESIGNATION -  Q 295
 JG0217  PID         -  JG0217
 JG0217  STATE/COUNTY-  KS/RUSSELL
 JG0217  USGS QUAD   -  DORRANCE (1979)
 JG0217
 JG0217                         *CURRENT SURVEY CONTROL
 JG0217  ___________________________________________________________________
 JG0217* NAD 83(1986)-  38 50 32.     (N)    098 33 47.     (W)     SCALED    
 JG0217* NAVD 88     -       521.776  (meters)    1711.86   (feet)  ADJUSTED  
 JG0217  ___________________________________________________________________
 JG0217  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 JG0217  DYNAMIC HT  -         521.414 (meters)    1710.67  (feet)  COMP
 JG0217  MODELED GRAV-     979,916.3   (mgal)                       NAVD 88
 JG0217
 JG0217  VERT ORDER  -  FIRST     CLASS II
 JG0217
 JG0217.The horizontal coordinates were scaled from a topographic map and have
 JG0217.an estimated accuracy of +/- 6 seconds.
 JG0217
 JG0217.The orthometric height was determined by differential leveling
 JG0217.and adjusted by the National Geodetic Survey in June 1991..
 JG0217
 JG0217.The geoid height was determined by GEOID03.
 JG0217
 JG0217.The dynamic height is computed by dividing the NAVD 88
 JG0217.geopotential number by the normal gravity value computed on the
 JG0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0217.degrees latitude (g = 980.6199 gals.).
 JG0217
 JG0217.The modeled gravity was interpolated from observed gravity values.
 JG0217
 JG0217;                    North         East    Units  Estimated Accuracy
 JG0217;SPC KS N     -    56,640.      351,120.      MT  (+/- 180 meters Scaled)
 JG0217
 JG0217                          SUPERSEDED SURVEY CONTROL
 JG0217
 JG0217  NGVD 29 (??/??/92)  521.597  (m)         1711.27   (f) ADJ UNCH    1 2
 JG0217
 JG0217.Superseded values are not recommended for survey control.
 JG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0217.See file dsdata.txt to determine how the superseded data were derived.
 JG0217
 JG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH379993(NAD 83)
 JG0217_MARKER: DB = BENCH MARK DISK
 JG0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0217_SP_SET: BRIDGE ABUTMENT
 JG0217_STAMPING: Q  295 1952
 JG0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0217
 JG0217  HISTORY     - Date     Condition        Report By
 JG0217  HISTORY     - 1952     MONUMENTED       CGS
 JG0217
 JG0217                          STATION DESCRIPTION
 JG0217
 JG0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0217'1.5 MI E FROM DORRANCE.
 JG0217'1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0217'AT DORRANCE, 2 1/2 POLES EAST OF MILEPOST 245, 5.6 FEET SOUTH
 JG0217'OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE
 JG0217'EAST ABUTMENT OF BRIDGE 244.93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0894 ***********************************************************************
 HF0894  DESIGNATION -  Q 296
 HF0894  PID         -  HF0894
 HF0894  STATE/COUNTY-  KS/RENO
 HF0894  USGS QUAD   -  ELMER (1961)
 HF0894
 HF0894                         *CURRENT SURVEY CONTROL
 HF0894  ___________________________________________________________________
 HF0894* NAD 83(1986)-  37 59 05.     (N)    097 56 58.     (W)     SCALED    
 HF0894* NAVD 88     -       471.738  (meters)    1547.69   (feet)  ADJUSTED  
 HF0894  ___________________________________________________________________
 HF0894  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 HF0894  DYNAMIC HT  -         471.374 (meters)    1546.50  (feet)  COMP
 HF0894  MODELED GRAV-     979,843.1   (mgal)                       NAVD 88
 HF0894
 HF0894  VERT ORDER  -  FIRST     CLASS II
 HF0894
 HF0894.The horizontal coordinates were scaled from a topographic map and have
 HF0894.an estimated accuracy of +/- 6 seconds.
 HF0894
 HF0894.The orthometric height was determined by differential leveling
 HF0894.and adjusted by the National Geodetic Survey in June 1991..
 HF0894.WARNING-Repeat measurements at this control monument indicate possible
 HF0894.vertical movement.
 HF0894
 HF0894.The geoid height was determined by GEOID03.
 HF0894
 HF0894.The dynamic height is computed by dividing the NAVD 88
 HF0894.geopotential number by the normal gravity value computed on the
 HF0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0894.degrees latitude (g = 980.6199 gals.).
 HF0894
 HF0894.The modeled gravity was interpolated from observed gravity values.
 HF0894
 HF0894;                    North         East    Units  Estimated Accuracy
 HF0894;SPC KS S     -   546,430.      448,360.      MT  (+/- 180 meters Scaled)
 HF0894
 HF0894                          SUPERSEDED SURVEY CONTROL
 HF0894
 HF0894  NGVD 29 (??/??/92)  471.558  (m)         1547.10   (f) ADJ UNCH    1 2
 HF0894
 HF0894.Superseded values are not recommended for survey control.
 HF0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0894.See file dsdata.txt to determine how the superseded data were derived.
 HF0894
 HF0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH922046(NAD 83)
 HF0894_MARKER: DB = BENCH MARK DISK
 HF0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0894_SP_SET: CONCRETE POST
 HF0894_STAMPING: Q 296 1953
 HF0894_MARK LOGO: CGS   
 HF0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0894+STABILITY: SURFACE MOTION
 HF0894
 HF0894  HISTORY     - Date     Condition        Report By
 HF0894  HISTORY     - 1953     MONUMENTED       CGS
 HF0894  HISTORY     - 1986     GOOD             NGS
 HF0894
 HF0894                          STATION DESCRIPTION
 HF0894
 HF0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF0894'5.1 MI S FROM HUTCHINSON.
 HF0894'1.2 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0894'RAILROAD FROM THE STATION AT HUTCHINSON, THENCE 3.9 MILES
 HF0894'SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 HF0894'AT A ROAD CROSSING, 57 FEET NORTH OF THE CENTER LINE OF A ROAD,
 HF0894'47 FEET EAST OF THE EAST RAIL, 15 FEET NORTH OF A FENCE
 HF0894'CORNER, 1.6 FEET WEST OF A FENCE, 2.4 FEET NORTH OF A WITNESS
 HF0894'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 HF0894'ABOVE THE GROUND.
 HF0894
 HF0894                          STATION RECOVERY (1986)
 HF0894
 HF0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HF0894'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM (3.1 MI)
 HF0894'WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE HIGHWAY 61
 HF0894'IN HUTCHINSON, THENCE 3.2 KM (2.0 MI) SOUTH ALONG THE SANTA FE
 HF0894'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1069 ***********************************************************************
 HF1069  DESIGNATION -  Q 297
 HF1069  PID         -  HF1069
 HF1069  STATE/COUNTY-  KS/RENO
 HF1069  USGS QUAD   -  ELMER (1961)
 HF1069
 HF1069                         *CURRENT SURVEY CONTROL
 HF1069  ___________________________________________________________________
 HF1069* NAD 83(1986)-  37 59 40.     (N)    097 55 35.     (W)     SCALED    
 HF1069* NAVD 88     -       466.833  (meters)    1531.60   (feet)  ADJUSTED  
 HF1069  ___________________________________________________________________
 HF1069  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 HF1069  DYNAMIC HT  -         466.474 (meters)    1530.42  (feet)  COMP
 HF1069  MODELED GRAV-     979,844.8   (mgal)                       NAVD 88
 HF1069
 HF1069  VERT ORDER  -  SECOND    CLASS 0
 HF1069
 HF1069.The horizontal coordinates were scaled from a topographic map and have
 HF1069.an estimated accuracy of +/- 6 seconds.
 HF1069
 HF1069.The orthometric height was determined by differential leveling
 HF1069.and adjusted by the National Geodetic Survey in June 1991..
 HF1069
 HF1069.The geoid height was determined by GEOID03.
 HF1069
 HF1069.The dynamic height is computed by dividing the NAVD 88
 HF1069.geopotential number by the normal gravity value computed on the
 HF1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1069.degrees latitude (g = 980.6199 gals.).
 HF1069
 HF1069.The modeled gravity was interpolated from observed gravity values.
 HF1069
 HF1069;                    North         East    Units  Estimated Accuracy
 HF1069;SPC KS S     -   547,520.      450,380.      MT  (+/- 180 meters Scaled)
 HF1069
 HF1069                          SUPERSEDED SURVEY CONTROL
 HF1069
 HF1069  NGVD 29 (??/??/92)  466.680  (m)         1531.10   (f) ADJ UNCH    2 0
 HF1069
 HF1069.Superseded values are not recommended for survey control.
 HF1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1069.See file dsdata.txt to determine how the superseded data were derived.
 HF1069
 HF1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH942057(NAD 83)
 HF1069_MARKER: DB = BENCH MARK DISK
 HF1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1069_STAMPING: Q 297 1953
 HF1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1069+STABILITY: SURFACE MOTION
 HF1069
 HF1069  HISTORY     - Date     Condition        Report By
 HF1069  HISTORY     - 1953     MONUMENTED       CGS
 HF1069
 HF1069                          STATION DESCRIPTION
 HF1069
 HF1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF1069'5.1 MI S FROM HUTCHINSON.
 HF1069'3.5 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE MISSOURI PACIFIC
 HF1069'RAILROAD STATION AT HUTCHINSON, THENCE 1.0 MILE EAST ALONG A
 HF1069'GRAVELED ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 HF1069'0.2 MILE WEST ALONG A PRIVATE DRIVEWAY, AT THE MILLS AIRPORT,
 HF1069'2 FEET WEST OF THE NORTHWEST CORNER OF THE NORTH HANGAR, SET IN
 HF1069'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 HF1069'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0397 ***********************************************************************
 JH0397  DESIGNATION -  Q 298
 JH0397  PID         -  JH0397
 JH0397  STATE/COUNTY-  KS/WALLACE
 JH0397  USGS QUAD   -  SHARON SPRINGS WEST (1979)
 JH0397
 JH0397                         *CURRENT SURVEY CONTROL
 JH0397  ___________________________________________________________________
 JH0397* NAD 83(1986)-  38 53 28.     (N)    101 50 42.     (W)     SCALED    
 JH0397* NAVD 88     -      1108.532  (meters)    3636.91   (feet)  ADJUSTED  
 JH0397  ___________________________________________________________________
 JH0397  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 JH0397  DYNAMIC HT  -        1107.574 (meters)    3633.77  (feet)  COMP
 JH0397  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 JH0397
 JH0397  VERT ORDER  -  FIRST     CLASS II
 JH0397
 JH0397.The horizontal coordinates were scaled from a topographic map and have
 JH0397.an estimated accuracy of +/- 6 seconds.
 JH0397
 JH0397.The orthometric height was determined by differential leveling
 JH0397.and adjusted by the National Geodetic Survey in June 1991..
 JH0397
 JH0397.The geoid height was determined by GEOID03.
 JH0397
 JH0397.The dynamic height is computed by dividing the NAVD 88
 JH0397.geopotential number by the normal gravity value computed on the
 JH0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0397.degrees latitude (g = 980.6199 gals.).
 JH0397
 JH0397.The modeled gravity was interpolated from observed gravity values.
 JH0397
 JH0397;                    North         East    Units  Estimated Accuracy
 JH0397;SPC KS N     -    69,000.       66,520.      MT  (+/- 180 meters Scaled)
 JH0397
 JH0397                          SUPERSEDED SURVEY CONTROL
 JH0397
 JH0397  NGVD 29 (??/??/92) 1108.106  (m)         3635.51   (f) ADJ UNCH    1 2
 JH0397
 JH0397.Superseded values are not recommended for survey control.
 JH0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0397.See file dsdata.txt to determine how the superseded data were derived.
 JH0397
 JH0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ532085(NAD 83)
 JH0397_MARKER: DB = BENCH MARK DISK
 JH0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0397_STAMPING: Q 298 1952
 JH0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0397+STABILITY: SURFACE MOTION
 JH0397
 JH0397  HISTORY     - Date     Condition        Report By
 JH0397  HISTORY     - 1952     MONUMENTED       CGS
 JH0397
 JH0397                          STATION DESCRIPTION
 JH0397
 JH0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0397'5.2 MI W FROM SHARON SPRINGS.
 JH0397'5.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0397'AT SHARON SPRINGS, ACROSS THE TRACK FROM MILEPOST 435, 60 FEET
 JH0397'SOUTH OF THE SOUTH RAIL, 104 FEET NORTH OF THE CENTER LINE OF
 JH0397'U.S. HIGHWAY 40, 36.7 FEET EAST OF A TELEPHONE POLE, 12.6 FEET
 JH0397'SOUTH OF A FENCE CORNER, 2.6 FEET EAST OF A FENCE, 2.6 FEET
 JH0397'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JH0397'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0338 ***********************************************************************
 KH0338  DESIGNATION -  Q 299
 KH0338  PID         -  KH0338
 KH0338  STATE/COUNTY-  KS/LOGAN
 KH0338  USGS QUAD   -  MONUMENT (1972)
 KH0338
 KH0338                         *CURRENT SURVEY CONTROL
 KH0338  ___________________________________________________________________
 KH0338* NAD 83(1986)-  39 06 07.     (N)    101 03 05.     (W)     SCALED    
 KH0338* NAVD 88     -       966.784  (meters)    3171.86   (feet)  ADJUSTED  
 KH0338  ___________________________________________________________________
 KH0338  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 KH0338  DYNAMIC HT  -         966.005 (meters)    3169.30  (feet)  COMP
 KH0338  MODELED GRAV-     979,788.3   (mgal)                       NAVD 88
 KH0338
 KH0338  VERT ORDER  -  FIRST     CLASS II
 KH0338
 KH0338.The horizontal coordinates were scaled from a topographic map and have
 KH0338.an estimated accuracy of +/- 6 seconds.
 KH0338
 KH0338.The orthometric height was determined by differential leveling
 KH0338.and adjusted by the National Geodetic Survey in June 1991..
 KH0338
 KH0338.The geoid height was determined by GEOID03.
 KH0338
 KH0338.The dynamic height is computed by dividing the NAVD 88
 KH0338.geopotential number by the normal gravity value computed on the
 KH0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0338.degrees latitude (g = 980.6199 gals.).
 KH0338
 KH0338.The modeled gravity was interpolated from observed gravity values.
 KH0338
 KH0338;                    North         East    Units  Estimated Accuracy
 KH0338;SPC KS N     -    89,770.      136,110.      MT  (+/- 180 meters Scaled)
 KH0338
 KH0338                          SUPERSEDED SURVEY CONTROL
 KH0338
 KH0338  NGVD 29 (??/??/92)  966.422  (m)         3170.67   (f) ADJ UNCH    1 2
 KH0338
 KH0338.Superseded values are not recommended for survey control.
 KH0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0338.See file dsdata.txt to determine how the superseded data were derived.
 KH0338
 KH0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ226300(NAD 83)
 KH0338_MARKER: DB = BENCH MARK DISK
 KH0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0338_STAMPING: Q 299 1952
 KH0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0338+STABILITY: SURFACE MOTION
 KH0338
 KH0338  HISTORY     - Date     Condition        Report By
 KH0338  HISTORY     - 1952     MONUMENTED       CGS
 KH0338
 KH0338                          STATION DESCRIPTION
 KH0338
 KH0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0338'2 MI W FROM MONUMENT.
 KH0338'2.05 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0338'AT MONUMENT, AT THE CROSSING OF COUNTY ROAD 423, 105 FEET NORTH
 KH0338'OF THE CENTER LINE OF U.S. HIGHWAY 40, 82 FEET WEST OF THE
 KH0338'CENTER LINE OF THE COUNTY ROAD, 59.7 FEET SOUTH OF THE SOUTH
 KH0338'RAIL, 11.2 FEET EAST OF A POWER POLE, 10.5 FEET NORTH OF A
 KH0338'FENCE, 1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 KH0338'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0127 ***********************************************************************
 JG0127  DESIGNATION -  Q 30
 JG0127  PID         -  JG0127
 JG0127  STATE/COUNTY-  KS/RICE
 JG0127  USGS QUAD   -  LYONS (1970)
 JG0127
 JG0127                         *CURRENT SURVEY CONTROL
 JG0127  ___________________________________________________________________
 JG0127* NAD 83(1986)-  38 21 58.     (N)    098 09 23.     (W)     SCALED    
 JG0127* NAVD 88     -       528.590  (meters)    1734.22   (feet)  ADJUSTED  
 JG0127  ___________________________________________________________________
 JG0127  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 JG0127  DYNAMIC HT  -         528.193 (meters)    1732.91  (feet)  COMP
 JG0127  MODELED GRAV-     979,861.3   (mgal)                       NAVD 88
 JG0127
 JG0127  VERT ORDER  -  SECOND    CLASS 0
 JG0127
 JG0127.The horizontal coordinates were scaled from a topographic map and have
 JG0127.an estimated accuracy of +/- 6 seconds.
 JG0127
 JG0127.The orthometric height was determined by differential leveling
 JG0127.and adjusted by the National Geodetic Survey in June 1991..
 JG0127
 JG0127.The geoid height was determined by GEOID03.
 JG0127
 JG0127.The dynamic height is computed by dividing the NAVD 88
 JG0127.geopotential number by the normal gravity value computed on the
 JG0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0127.degrees latitude (g = 980.6199 gals.).
 JG0127
 JG0127.The modeled gravity was interpolated from observed gravity values.
 JG0127
 JG0127;                    North         East    Units  Estimated Accuracy
 JG0127;SPC KS S     -   588,670.      430,030.      MT  (+/- 180 meters Scaled)
 JG0127
 JG0127                          SUPERSEDED SURVEY CONTROL
 JG0127
 JG0127  NGVD 29 (??/??/92)  528.434  (m)         1733.70   (f) ADJ UNCH    2 0
 JG0127
 JG0127.Superseded values are not recommended for survey control.
 JG0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0127.See file dsdata.txt to determine how the superseded data were derived.
 JG0127
 JG0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH736467(NAD 83)
 JG0127_MARKER: DB = BENCH MARK DISK
 JG0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0127_STAMPING: Q 30 1934
 JG0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0127+STABILITY: SURFACE MOTION
 JG0127
 JG0127  HISTORY     - Date     Condition        Report By
 JG0127  HISTORY     - 1934     MONUMENTED       CGS
 JG0127  HISTORY     - 1961     MARK NOT FOUND   NGS
 JG0127
 JG0127                          STATION DESCRIPTION
 JG0127
 JG0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0127'2.8 MI E FROM LYONS.
 JG0127'2.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0127'FROM LYONS, RICE COUNTY, AT MILEAGE 75.69, 27 FEET EAST OF THE
 JG0127'CENTERLINE OF A COUNTY ROAD, AND 45 FEET NORTH OF THE CENTERLINE
 JG0127'OF THE TRACK.  A STANDARD DISK, STAMPED Q 30 1934 AND SET IN THE TOP
 JG0127'OF A CONCRETE POST.
 JG0127
 JG0127                          STATION RECOVERY (1961)
 JG0127
 JG0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JG0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0077 ***********************************************************************
 KH0077  DESIGNATION -  Q 300
 KH0077  PID         -  KH0077
 KH0077  STATE/COUNTY-  KS/GOVE
 KH0077  USGS QUAD   -  QUINTER (1979)
 KH0077
 KH0077                         *CURRENT SURVEY CONTROL
 KH0077  ___________________________________________________________________
 KH0077* NAD 83(1986)-  39 03 39.     (N)    100 12 17.     (W)     SCALED    
 KH0077* NAVD 88     -       805.180  (meters)    2641.66   (feet)  ADJUSTED  
 KH0077  ___________________________________________________________________
 KH0077  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 KH0077  DYNAMIC HT  -         804.562 (meters)    2639.63  (feet)  COMP
 KH0077  MODELED GRAV-     979,833.3   (mgal)                       NAVD 88
 KH0077
 KH0077  VERT ORDER  -  FIRST     CLASS II
 KH0077
 KH0077.The horizontal coordinates were scaled from a topographic map and have
 KH0077.an estimated accuracy of +/- 6 seconds.
 KH0077
 KH0077.The orthometric height was determined by differential leveling
 KH0077.and adjusted by the National Geodetic Survey in June 1991..
 KH0077.WARNING-Repeat measurements at this control monument indicate possible
 KH0077.vertical movement.
 KH0077
 KH0077.The geoid height was determined by GEOID03.
 KH0077
 KH0077.The dynamic height is computed by dividing the NAVD 88
 KH0077.geopotential number by the normal gravity value computed on the
 KH0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0077.degrees latitude (g = 980.6199 gals.).
 KH0077
 KH0077.The modeled gravity was interpolated from observed gravity values.
 KH0077
 KH0077;                    North         East    Units  Estimated Accuracy
 KH0077;SPC KS N     -    83,080.      209,200.      MT  (+/- 180 meters Scaled)
 KH0077
 KH0077                          SUPERSEDED SURVEY CONTROL
 KH0077
 KH0077  NGVD 29 (02/14/92)  804.871  (m)         2640.65   (f) ADJUSTED    1 2
 KH0077
 KH0077.Superseded values are not recommended for survey control.
 KH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0077.See file dsdata.txt to determine how the superseded data were derived.
 KH0077
 KH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ957242(NAD 83)
 KH0077_MARKER: DB = BENCH MARK DISK
 KH0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0077_SP_SET: CONCRETE POST
 KH0077_STAMPING: Q 300 1952
 KH0077_MARK LOGO: CGS   
 KH0077_PROJECTION: FLUSH
 KH0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0077+STABILITY: SURFACE MOTION
 KH0077
 KH0077  HISTORY     - Date     Condition        Report By
 KH0077  HISTORY     - 1952     MONUMENTED       CGS
 KH0077  HISTORY     - 1986     GOOD             NGS
 KH0077
 KH0077                          STATION DESCRIPTION
 KH0077
 KH0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0077'1.7 MI E FROM QUINTER.
 KH0077'1.7 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0077'RAILROAD STATION AT QUINTER, 119 FEET NORTH OF THE CENTER LINE OF
 KH0077'THE HIGHWAY, 84 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 KH0077'DIRT ROAD, 48 FEET WEST OF A FENCE CORNER, 46 FEET SOUTH OF THE
 KH0077'SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 2.4 FEET NORTH OF A
 KH0077'FENCE, 2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 KH0077'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 KH0077
 KH0077                          STATION RECOVERY (1986)
 KH0077
 KH0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0077'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.79 KM (1.74
 KH0077'MI) EAST ALONG OLD US HIGHWAY 40 FROM THE JUNCTION OF MAIN STREET AT
 KH0077'QUINTER, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD, 36.2
 KH0077'METERS (119 FT) NORTH OF THE HIGHWAY CENTERLINE, 25.6 METERS (84 FT)
 KH0077'WEST OF THE CENTER OF THE ROAD AND 14.0 METERS (46 FT) SOUTH OF THE
 KH0077'SOUTH RAIL OF THE UNION PACIFIC RAILROAD.
 KH0077'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KH0077'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0568 ***********************************************************************
 JG0568  DESIGNATION -  Q 302
 JG0568  PID         -  JG0568
 JG0568  STATE/COUNTY-  KS/TREGO
 JG0568  USGS QUAD   -  OGALLAH (1979)
 JG0568
 JG0568                         *CURRENT SURVEY CONTROL
 JG0568  ___________________________________________________________________
 JG0568* NAD 83(1986)-  38 56 37.     (N)    099 37 54.     (W)     SCALED    
 JG0568* NAVD 88     -       665.658  (meters)    2183.91   (feet)  ADJUSTED  
 JG0568  ___________________________________________________________________
 JG0568  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 JG0568  DYNAMIC HT  -         665.155 (meters)    2182.26  (feet)  COMP
 JG0568  MODELED GRAV-     979,851.0   (mgal)                       NAVD 88
 JG0568
 JG0568  VERT ORDER  -  FIRST     CLASS II
 JG0568
 JG0568.The horizontal coordinates were scaled from a topographic map and have
 JG0568.an estimated accuracy of +/- 6 seconds.
 JG0568
 JG0568.The orthometric height was determined by differential leveling
 JG0568.and adjusted by the National Geodetic Survey in June 1991..
 JG0568
 JG0568.The geoid height was determined by GEOID03.
 JG0568
 JG0568.The dynamic height is computed by dividing the NAVD 88
 JG0568.geopotential number by the normal gravity value computed on the
 JG0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0568.degrees latitude (g = 980.6199 gals.).
 JG0568
 JG0568.The modeled gravity was interpolated from observed gravity values.
 JG0568
 JG0568;                    North         East    Units  Estimated Accuracy
 JG0568;SPC KS N     -    69,020.      258,550.      MT  (+/- 180 meters Scaled)
 JG0568
 JG0568                          SUPERSEDED SURVEY CONTROL
 JG0568
 JG0568  NGVD 29 (??/??/92)  665.377  (m)         2182.99   (f) ADJ UNCH    1 2
 JG0568
 JG0568.Superseded values are not recommended for survey control.
 JG0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0568.See file dsdata.txt to determine how the superseded data were derived.
 JG0568
 JG0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ452107(NAD 83)
 JG0568_MARKER: DB = BENCH MARK DISK
 JG0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0568_SP_SET: OVERPASS
 JG0568_STAMPING: Q 302 1953
 JG0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0568
 JG0568  HISTORY     - Date     Condition        Report By
 JG0568  HISTORY     - 1953     MONUMENTED       CGS
 JG0568  HISTORY     - 20060921 GOOD             GEOCAC
 JG0568
 JG0568                          STATION DESCRIPTION
 JG0568
 JG0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0568'3.8 MI W FROM ELLIS.
 JG0568'3.75 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JG0568'ELLIS, 9.6 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC
 JG0568'RAILROAD, 4 FEET BELOW THE TOP OF THE RAILS, AT RAILROAD OVERPASS
 JG0568'307.27 OVER A GRADED DIRT ROAD LEADING NORTH, SET IN THE TOP OF
 JG0568'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE OVERPASS.
 JG0568
 JG0568                          STATION RECOVERY (2006)
 JG0568
 JG0568'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0568'HANDHELD COORDINATES ARE N38-56-37.62 W099-37-56.52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0366 ***********************************************************************
 JG0366  DESIGNATION -  Q 303
 JG0366  PID         -  JG0366
 JG0366  STATE/COUNTY-  KS/ELLIS
 JG0366  USGS QUAD   -  YOCEMENTO (1974)
 JG0366
 JG0366                         *CURRENT SURVEY CONTROL
 JG0366  ___________________________________________________________________
 JG0366* NAD 83(1986)-  38 54 26.     (N)    099 25 31.     (W)     SCALED    
 JG0366* NAVD 88     -       625.275  (meters)    2051.42   (feet)  ADJUSTED  
 JG0366  ___________________________________________________________________
 JG0366  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 JG0366  DYNAMIC HT  -         624.805 (meters)    2049.88  (feet)  COMP
 JG0366  MODELED GRAV-     979,857.3   (mgal)                       NAVD 88
 JG0366
 JG0366  VERT ORDER  -  FIRST     CLASS II
 JG0366
 JG0366.The horizontal coordinates were scaled from a topographic map and have
 JG0366.an estimated accuracy of +/- 6 seconds.
 JG0366
 JG0366.The orthometric height was determined by differential leveling
 JG0366.and adjusted by the National Geodetic Survey in June 1991..
 JG0366
 JG0366.The geoid height was determined by GEOID03.
 JG0366
 JG0366.The dynamic height is computed by dividing the NAVD 88
 JG0366.geopotential number by the normal gravity value computed on the
 JG0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0366.degrees latitude (g = 980.6199 gals.).
 JG0366
 JG0366.The modeled gravity was interpolated from observed gravity values.
 JG0366
 JG0366;                    North         East    Units  Estimated Accuracy
 JG0366;SPC KS N     -    64,680.      276,380.      MT  (+/- 180 meters Scaled)
 JG0366
 JG0366                          SUPERSEDED SURVEY CONTROL
 JG0366
 JG0366  NGVD 29 (??/??/92)  625.008  (m)         2050.55   (f) ADJ UNCH    1 2
 JG0366
 JG0366.Superseded values are not recommended for survey control.
 JG0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0366.See file dsdata.txt to determine how the superseded data were derived.
 JG0366
 JG0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ631065(NAD 83)
 JG0366_MARKER: DB = BENCH MARK DISK
 JG0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0366_STAMPING: Q 303 1953
 JG0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0366+STABILITY: SURFACE MOTION
 JG0366
 JG0366  HISTORY     - Date     Condition        Report By
 JG0366  HISTORY     - 1953     MONUMENTED       CGS
 JG0366  HISTORY     - 1959     GOOD             USGS
 JG0366
 JG0366                          STATION DESCRIPTION
 JG0366
 JG0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0366'5.6 MI W FROM HAYS.
 JG0366'0.05 MILE SOUTH ALONG WALNUT STREET FROM THE UNION PACIFIC
 JG0366'RAILROAD STATION AT HAYS, THENCE 5.5 MILES WEST ALONG U.S. HIGHWAY
 JG0366'40, AT YOCEMENTO, 100 YARDS NORTHWEST OF A CONCRETE GRAIN
 JG0366'ELEVATOR, 176 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JG0366'85 FEET SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD,
 JG0366'32 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 3 FEET
 JG0366'SOUTHWEST OF A FENCE CORNER, 1.5 FEET NORTH OF A WITNESS POST,
 JG0366'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 JG0366'THE GROUND.
 JG0366
 JG0366                          STATION RECOVERY (1959)
 JG0366
 JG0366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JG0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0614 ***********************************************************************
 JG0614  DESIGNATION -  Q 304
 JG0614  PID         -  JG0614
 JG0614  STATE/COUNTY-  KS/TREGO
 JG0614  USGS QUAD   -  RANSOM (1980)
 JG0614
 JG0614                         *CURRENT SURVEY CONTROL
 JG0614  ___________________________________________________________________
 JG0614* NAD 83(1986)-  38 44 23.     (N)    099 53 52.     (W)     SCALED    
 JG0614* NAVD 88     -       707.359  (meters)    2320.73   (feet)  ADJUSTED  
 JG0614  ___________________________________________________________________
 JG0614  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 JG0614  DYNAMIC HT  -         706.814 (meters)    2318.94  (feet)  COMP
 JG0614  MODELED GRAV-     979,833.2   (mgal)                       NAVD 88
 JG0614
 JG0614  VERT ORDER  -  FIRST     CLASS II
 JG0614
 JG0614.The horizontal coordinates were scaled from a topographic map and have
 JG0614.an estimated accuracy of +/- 6 seconds.
 JG0614
 JG0614.The orthometric height was determined by differential leveling
 JG0614.and adjusted by the National Geodetic Survey in June 1991..
 JG0614
 JG0614.The geoid height was determined by GEOID03.
 JG0614
 JG0614.The dynamic height is computed by dividing the NAVD 88
 JG0614.geopotential number by the normal gravity value computed on the
 JG0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0614.degrees latitude (g = 980.6199 gals.).
 JG0614
 JG0614.The modeled gravity was interpolated from observed gravity values.
 JG0614
 JG0614;                    North         East    Units  Estimated Accuracy
 JG0614;SPC KS N     -    46,840.      235,010.      MT  (+/- 180 meters Scaled)
 JG0614
 JG0614                          SUPERSEDED SURVEY CONTROL
 JG0614
 JG0614  NGVD 29 (??/??/92)  707.070  (m)         2319.78   (f) ADJ UNCH    1 2
 JG0614
 JG0614.Superseded values are not recommended for survey control.
 JG0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0614.See file dsdata.txt to determine how the superseded data were derived.
 JG0614
 JG0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH219882(NAD 83)
 JG0614_MARKER: DB = BENCH MARK DISK
 JG0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0614_STAMPING: Q 304 1953
 JG0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0614+STABILITY: SURFACE MOTION
 JG0614
 JG0614  HISTORY     - Date     Condition        Report By
 JG0614  HISTORY     - 1953     MONUMENTED       CGS
 JG0614
 JG0614                          STATION DESCRIPTION
 JG0614
 JG0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0614'8.3 MI NE FROM RANSOM.
 JG0614'0.7 MILE EAST ALONG STATE HIGHWAY 4 FROM THE HIGH SCHOOL AT
 JG0614'RANSOM, THENCE 3.8 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE
 JG0614'0.2 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 2.9 MILES NORTH ALONG
 JG0614'A GRADED DIRT ROAD, THENCE 0.3 MILE EAST ALONG A PRIVATE ROAD,
 JG0614'THENCE 0.4 MILE EAST ALONG A LANE, 0.2 MILE SOUTH OF A WINDMILL,
 JG0614'74.2 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 283, 56 FEET
 JG0614'SOUTH OF THE CENTER LINE OF A LANE LEADING WEST, 38 FEET SOUTH
 JG0614'OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, 1 FOOT WEST OF A WITNESS
 JG0614'POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 JG0614'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0049 ***********************************************************************
 HG0049  DESIGNATION -  Q 307
 HG0049  PID         -  HG0049
 HG0049  STATE/COUNTY-  KS/KINGMAN
 HG0049  USGS QUAD   -  ALAMEDA (1967)
 HG0049
 HG0049                         *CURRENT SURVEY CONTROL
 HG0049  ___________________________________________________________________
 HG0049* NAD 83(1986)-  37 33 11.     (N)    098 07 12.     (W)     SCALED    
 HG0049* NAVD 88     -       495.410  (meters)    1625.36   (feet)  POSTED    
 HG0049  ___________________________________________________________________
 HG0049  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HG0049  DYNAMIC HT  -         495.000 (meters)    1624.01  (feet)  COMP
 HG0049  MODELED GRAV-     979,783.4   (mgal)                       NAVD 88
 HG0049
 HG0049  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HG0049
 HG0049.The horizontal coordinates were scaled from a topographic map and have
 HG0049.an estimated accuracy of +/- 6 seconds.
 HG0049
 HG0049.The orthometric height was determined by differential leveling
 HG0049.and adjusted by the National Geodetic Survey in 1992..
 HG0049.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HG0049.rate of 1.1 thru 2.0 mm/km.
 HG0049
 HG0049.The geoid height was determined by GEOID03.
 HG0049
 HG0049.The dynamic height is computed by dividing the NAVD 88
 HG0049.geopotential number by the normal gravity value computed on the
 HG0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0049.degrees latitude (g = 980.6199 gals.).
 HG0049
 HG0049.The modeled gravity was interpolated from observed gravity values.
 HG0049
 HG0049;                    North         East    Units  Estimated Accuracy
 HG0049;SPC KS S     -   498,440.      433,580.      MT  (+/- 180 meters Scaled)
 HG0049
 HG0049                          SUPERSEDED SURVEY CONTROL
 HG0049
 HG0049  NGVD 29 (??/??/92)  495.242  (m)         1624.81   (f) ADJ UNCH    1 2
 HG0049
 HG0049.Superseded values are not recommended for survey control.
 HG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0049.See file dsdata.txt to determine how the superseded data were derived.
 HG0049
 HG0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG777565(NAD 83)
 HG0049_MARKER: DB = BENCH MARK DISK
 HG0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0049_STAMPING: Q 307 1953
 HG0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0049+STABILITY: SURFACE MOTION
 HG0049
 HG0049  HISTORY     - Date     Condition        Report By
 HG0049  HISTORY     - 1953     MONUMENTED       CGS
 HG0049  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0049
 HG0049                          STATION DESCRIPTION
 HG0049
 HG0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0049'0.8 MI NE FROM CARVEL.
 HG0049'0.8 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0049'RAILROAD FROM THE STATION AT CARVEL, 3 POLES EAST OF BRIDGE 39 B,
 HG0049'5 POLES WEST OF A ROAD CROSSING, 2 FEET NORTH OF A WITNESS POST,
 HG0049'18 FEET SOUTH OF A TELEPHONE POLE, 42 FEET SOUTH OF THE SOUTH
 HG0049'RAIL, 1 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST
 HG0049'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0049
 HG0049                          STATION RECOVERY (1986)
 HG0049
 HG0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0049'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0006 ***********************************************************************
 HG0006  DESIGNATION -  Q 308
 HG0006  PID         -  HG0006
 HG0006  STATE/COUNTY-  KS/RENO
 HG0006  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0006
 HG0006                         *CURRENT SURVEY CONTROL
 HG0006  ___________________________________________________________________
 HG0006* NAD 83(1986)-  37 46 46.     (N)    098 01 11.     (W)     SCALED    
 HG0006* NAVD 88     -       480.392  (meters)    1576.09   (feet)  ADJUSTED  
 HG0006  ___________________________________________________________________
 HG0006  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 HG0006  DYNAMIC HT  -         480.011 (meters)    1574.84  (feet)  COMP
 HG0006  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 HG0006
 HG0006  VERT ORDER  -  FIRST     CLASS II
 HG0006
 HG0006.The horizontal coordinates were scaled from a topographic map and have
 HG0006.an estimated accuracy of +/- 6 seconds.
 HG0006
 HG0006.The orthometric height was determined by differential leveling
 HG0006.and adjusted by the National Geodetic Survey in June 1991..
 HG0006
 HG0006.The geoid height was determined by GEOID03.
 HG0006
 HG0006.The dynamic height is computed by dividing the NAVD 88
 HG0006.geopotential number by the normal gravity value computed on the
 HG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0006.degrees latitude (g = 980.6199 gals.).
 HG0006
 HG0006.The modeled gravity was interpolated from observed gravity values.
 HG0006
 HG0006;                    North         East    Units  Estimated Accuracy
 HG0006;SPC KS S     -   523,610.      442,310.      MT  (+/- 180 meters Scaled)
 HG0006
 HG0006                          SUPERSEDED SURVEY CONTROL
 HG0006
 HG0006  NGVD 29 (??/??/92)  480.226  (m)         1575.54   (f) ADJ UNCH    1 2
 HG0006
 HG0006.Superseded values are not recommended for survey control.
 HG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0006.See file dsdata.txt to determine how the superseded data were derived.
 HG0006
 HG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG863817(NAD 83)
 HG0006_MARKER: DB = BENCH MARK DISK
 HG0006_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HG0006+WITH SETTING: PAVEMENT
 HG0006_SP_SET: WATER TANK FOUNDATION
 HG0006_STAMPING: Q 308 1953
 HG0006_MARK LOGO: CGS   
 HG0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0006+STABILITY: SURFACE MOTION
 HG0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HG0006+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2004
 HG0006
 HG0006  HISTORY     - Date     Condition        Report By
 HG0006  HISTORY     - 1953     MONUMENTED       CGS
 HG0006  HISTORY     - 1986     GOOD             NGS
 HG0006  HISTORY     - 20040112 GOOD             INDIV
 HG0006
 HG0006                          STATION DESCRIPTION
 HG0006
 HG0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0006'AT PRETTY PRAIRIE.
 HG0006'AT PRETTY PRAIRIE, 70 YARDS SOUTH OF THE ATCHISON, TOPEKA AND
 HG0006'SANTA FE RAILROAD STATION, 0.5 FOOT ABOVE THE GROUND, SET IN
 HG0006'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 HG0006'SOUTHEAST LEG OF THE CITY WATER TOWER.
 HG0006
 HG0006                          STATION RECOVERY (1986)
 HG0006
 HG0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0006'RECOVERED IN GOOD CONDITION.
 HG0006
 HG0006                          STATION RECOVERY (2004)
 HG0006
 HG0006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LPD)
 HG0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0178 ***********************************************************************
 HG0178  DESIGNATION -  Q 309
 HG0178  PID         -  HG0178
 HG0178  STATE/COUNTY-  KS/HARPER
 HG0178  USGS QUAD   -  HARPER (1973)
 HG0178
 HG0178                         *CURRENT SURVEY CONTROL
 HG0178  ___________________________________________________________________
 HG0178* NAD 83(1986)-  37 16 37.     (N)    098 02 23.     (W)     SCALED    
 HG0178* NAVD 88     -       435.204  (meters)    1427.83   (feet)  ADJUSTED  
 HG0178  ___________________________________________________________________
 HG0178  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HG0178  DYNAMIC HT  -         434.841 (meters)    1426.64  (feet)  COMP
 HG0178  MODELED GRAV-     979,781.9   (mgal)                       NAVD 88
 HG0178
 HG0178  VERT ORDER  -  FIRST     CLASS II
 HG0178
 HG0178.This mark is at Harper Municipal Airport (8K2)
 HG0178
 HG0178.The horizontal coordinates were scaled from a topographic map and have
 HG0178.an estimated accuracy of +/- 6 seconds.
 HG0178
 HG0178.The orthometric height was determined by differential leveling
 HG0178.and adjusted by the National Geodetic Survey in June 1991..
 HG0178
 HG0178.The geoid height was determined by GEOID03.
 HG0178
 HG0178.The dynamic height is computed by dividing the NAVD 88
 HG0178.geopotential number by the normal gravity value computed on the
 HG0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0178.degrees latitude (g = 980.6199 gals.).
 HG0178
 HG0178.The modeled gravity was interpolated from observed gravity values.
 HG0178
 HG0178;                    North         East    Units  Estimated Accuracy
 HG0178;SPC KS S     -   467,830.      440,820.      MT  (+/- 180 meters Scaled)
 HG0178
 HG0178                          SUPERSEDED SURVEY CONTROL
 HG0178
 HG0178  NGVD 29 (??/??/92)  435.075  (m)         1427.41   (f) ADJ UNCH    1 2
 HG0178
 HG0178.Superseded values are not recommended for survey control.
 HG0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0178.See file dsdata.txt to determine how the superseded data were derived.
 HG0178
 HG0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG851260(NAD 83)
 HG0178_MARKER: DB = BENCH MARK DISK
 HG0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0178_SP_SET: CONCRETE POST
 HG0178_STAMPING: Q 309 1953
 HG0178_MARK LOGO: CGS   
 HG0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0178+STABILITY: SURFACE MOTION
 HG0178
 HG0178  HISTORY     - Date     Condition        Report By
 HG0178  HISTORY     - 1953     MONUMENTED       CGS
 HG0178  HISTORY     - 1985     GOOD             NGS
 HG0178
 HG0178                          STATION DESCRIPTION
 HG0178
 HG0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0178'1.3 MI SW FROM HARPER.
 HG0178'0.2 MILE SOUTH ALONG CENTRAL STREET FROM THE POST OFFICE AT
 HG0178'HARPER, THENCE 0.8 MILE WEST ALONG U.S. HIGHWAY 160, THENCE
 HG0178'0.3 MILE SOUTH ALONG U.S. HIGHWAY 160 AND STATE HIGHWAY 14,
 HG0178'AT THE EAST EDGE OF THE HARPER MUNICIPAL AIRPORT, AT THE WEST
 HG0178'EDGE OF A SMALL ROADSIDE PARK, 28 FEET SOUTH OF A FENCE CORNER,
 HG0178'129 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL SHELTER
 HG0178'HOUSE, 1.6 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST,
 HG0178'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 HG0178'THE GROUND.
 HG0178
 HG0178                          STATION RECOVERY (1985)
 HG0178
 HG0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0686 ***********************************************************************
 JF0686  DESIGNATION -  Q 31
 JF0686  PID         -  JF0686
 JF0686  STATE/COUNTY-  KS/MCPHERSON
 JF0686  USGS QUAD   -  CANTON (1985)
 JF0686
 JF0686                         *CURRENT SURVEY CONTROL
 JF0686  ___________________________________________________________________
 JF0686* NAD 83(1986)-  38 23 02.     (N)    097 23 24.     (W)     SCALED    
 JF0686* NAVD 88     -       481.320  (meters)    1579.13   (feet)  ADJUSTED  
 JF0686  ___________________________________________________________________
 JF0686  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 JF0686  DYNAMIC HT  -         480.958 (meters)    1577.94  (feet)  COMP
 JF0686  MODELED GRAV-     979,862.0   (mgal)                       NAVD 88
 JF0686
 JF0686  VERT ORDER  -  SECOND    CLASS 0
 JF0686
 JF0686.The horizontal coordinates were scaled from a topographic map and have
 JF0686.an estimated accuracy of +/- 6 seconds.
 JF0686
 JF0686.The orthometric height was determined by differential leveling
 JF0686.and adjusted by the National Geodetic Survey in June 1991..
 JF0686
 JF0686.The geoid height was determined by GEOID03.
 JF0686
 JF0686.The dynamic height is computed by dividing the NAVD 88
 JF0686.geopotential number by the normal gravity value computed on the
 JF0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0686.degrees latitude (g = 980.6199 gals.).
 JF0686
 JF0686.The modeled gravity was interpolated from observed gravity values.
 JF0686
 JF0686;                    North         East    Units  Estimated Accuracy
 JF0686;SPC KS S     -   591,170.      496,980.      MT  (+/- 180 meters Scaled)
 JF0686
 JF0686                          SUPERSEDED SURVEY CONTROL
 JF0686
 JF0686  NGVD 29 (??/??/92)  481.135  (m)         1578.52   (f) ADJ UNCH    2 0
 JF0686
 JF0686.Superseded values are not recommended for survey control.
 JF0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0686.See file dsdata.txt to determine how the superseded data were derived.
 JF0686
 JF0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH406496(NAD 83)
 JF0686_MARKER: DB = BENCH MARK DISK
 JF0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0686+STABILITY: SURFACE MOTION
 JF0686
 JF0686  HISTORY     - Date     Condition        Report By
 JF0686  HISTORY     - UNK      MONUMENTED       CGS
 JF0686  HISTORY     - 1934     GOOD             NGS
 JF0686  HISTORY     - 1943     GOOD             LOCSUR
 JF0686
 JF0686                          STATION DESCRIPTION
 JF0686
 JF0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0686'2.1 MI E FROM CANTON.
 JF0686'LOCATED ALONG THE R. OF W. OF THE SANTA FE R.R. CO.  IN THE EAST
 JF0686'SIDE OF SECTION 11 R 1 W T 19 S.  48 FT. S.E. OF THE CENTER LINE
 JF0686'OF THE TRACK.  25 FT. WEST OF THE CENTER OF SECTION LINE ROAD.
 JF0686
 JF0686                          STATION RECOVERY (1943)
 JF0686
 JF0686'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 JF0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0207 ***********************************************************************
 HG0207  DESIGNATION -  Q 310
 HG0207  PID         -  HG0207
 HG0207  STATE/COUNTY-  KS/HARPER
 HG0207  USGS QUAD   -  SPRING (1972)
 HG0207
 HG0207                         *CURRENT SURVEY CONTROL
 HG0207  ___________________________________________________________________
 HG0207* NAD 83(1986)-  37 03 05.     (N)    098 02 09.     (W)     SCALED    
 HG0207* NAVD 88     -       418.683  (meters)    1373.63   (feet)  ADJUSTED  
 HG0207  ___________________________________________________________________
 HG0207  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0207  DYNAMIC HT  -         418.330 (meters)    1372.47  (feet)  COMP
 HG0207  MODELED GRAV-     979,776.2   (mgal)                       NAVD 88
 HG0207
 HG0207  VERT ORDER  -  FIRST     CLASS II
 HG0207
 HG0207.The horizontal coordinates were scaled from a topographic map and have
 HG0207.an estimated accuracy of +/- 6 seconds.
 HG0207
 HG0207.The orthometric height was determined by differential leveling
 HG0207.and adjusted by the National Geodetic Survey in June 1991..
 HG0207
 HG0207.The geoid height was determined by GEOID03.
 HG0207
 HG0207.The dynamic height is computed by dividing the NAVD 88
 HG0207.geopotential number by the normal gravity value computed on the
 HG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0207.degrees latitude (g = 980.6199 gals.).
 HG0207
 HG0207.The modeled gravity was interpolated from observed gravity values.
 HG0207
 HG0207;                    North         East    Units  Estimated Accuracy
 HG0207;SPC KS S     -   442,800.      441,290.      MT  (+/- 180 meters Scaled)
 HG0207
 HG0207                          SUPERSEDED SURVEY CONTROL
 HG0207
 HG0207  NGVD 29 (??/??/92)  418.553  (m)         1373.20   (f) ADJ UNCH    1 2
 HG0207
 HG0207.Superseded values are not recommended for survey control.
 HG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0207.See file dsdata.txt to determine how the superseded data were derived.
 HG0207
 HG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG857010(NAD 83)
 HG0207_MARKER: DB = BENCH MARK DISK
 HG0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0207_SP_SET: CONCRETE POST
 HG0207_STAMPING: Q 310 1953
 HG0207_MARK LOGO: CGS   
 HG0207_PROJECTION: FLUSH
 HG0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0207+STABILITY: SURFACE MOTION
 HG0207
 HG0207  HISTORY     - Date     Condition        Report By
 HG0207  HISTORY     - 1953     MONUMENTED       CGS
 HG0207  HISTORY     - 1985     GOOD             NGS
 HG0207
 HG0207                          STATION DESCRIPTION
 HG0207
 HG0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0207'4 MI N FROM MANCHESTER.
 HG0207'4.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0207'FROM THE STATION AT MANCHESTER, 9 POLES NORTH OF MILEPOST 77,
 HG0207'0.1 MILE SOUTHEAST OF THE SCHOOLHOUSE AT SPRING SIDING, 44 FEET
 HG0207'NORTHEAST OF THE NORTHEAST RAIL, 2.6 FEET SOUTHWEST OF A FENCE,
 HG0207'3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HG0207'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0207
 HG0207                          STATION RECOVERY (1985)
 HG0207
 HG0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0207'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.19 KM (0.12
 HG0207'MI) WEST ALONG MAIN STREET FROM THE POST OFFICE IN MANCHESTER,
 HG0207'OKLAHOMA, THENCE 7.51 KM (4.67 MI) NORTH ALONG OKLAHOMA STATE HIGHWAY
 HG0207'132 AND KANSAS STATE HIGHWAY 179, THENCE 0.24 KM (0.15 MI) EAST ALONG
 HG0207'A PAVED SECTION LINE ROAD, IN THE NORTHEAST CORNER OF THE JUNCTION OF
 HG0207'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 0.6 KM (0.10 MI) SOUTHEAST
 HG0207'OF THE SCHOOL HOUSE AT SPRING SIDING, 87.2 METERS (286 FT) NORTH OF
 HG0207'THE CENTER OF THE ROAD, 109.1 METERS (358 FT) NORTHWEST OF THE
 HG0207'JUNCTION OF CENTERS OF THE RAILROAD CROSSING, 13.4 METERS (44 FT)
 HG0207'NORTHEAST OF THE NORTHEAST RAIL AND 0.8 METER (2.6 FT) SOUTHWEST OF A
 HG0207'NORTHWEST-SOUTHEAST FENCE.
 HG0207'THE MARK IS 0.8 METERS  SW FROM  A WITNESS POST
 HG0207'THE MARK IS 0.5 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0978 ***********************************************************************
 HF0978  DESIGNATION -  Q 311
 HF0978  PID         -  HF0978
 HF0978  STATE/COUNTY-  KS/KINGMAN
 HF0978  USGS QUAD   -  MURDOCK (1965)
 HF0978
 HF0978                         *CURRENT SURVEY CONTROL
 HF0978  ___________________________________________________________________
 HF0978* NAD 83(1986)-  37 34 31.     (N)    097 56 08.     (W)     SCALED    
 HF0978* NAVD 88     -       433.324  (meters)    1421.66   (feet)  ADJUSTED  
 HF0978  ___________________________________________________________________
 HF0978  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HF0978  DYNAMIC HT  -         432.971 (meters)    1420.51  (feet)  COMP
 HF0978  MODELED GRAV-     979,804.2   (mgal)                       NAVD 88
 HF0978
 HF0978  VERT ORDER  -  SECOND    CLASS 0
 HF0978
 HF0978.The horizontal coordinates were scaled from a topographic map and have
 HF0978.an estimated accuracy of +/- 6 seconds.
 HF0978
 HF0978.The orthometric height was determined by differential leveling
 HF0978.and adjusted by the National Geodetic Survey in June 1991..
 HF0978
 HF0978.The geoid height was determined by GEOID03.
 HF0978
 HF0978.The dynamic height is computed by dividing the NAVD 88
 HF0978.geopotential number by the normal gravity value computed on the
 HF0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0978.degrees latitude (g = 980.6199 gals.).
 HF0978
 HF0978.The modeled gravity was interpolated from observed gravity values.
 HF0978
 HF0978;                    North         East    Units  Estimated Accuracy
 HF0978;SPC KS S     -   500,990.      449,860.      MT  (+/- 180 meters Scaled)
 HF0978
 HF0978                          SUPERSEDED SURVEY CONTROL
 HF0978
 HF0978  NGVD 29 (??/??/92)  433.174  (m)         1421.17   (f) ADJ UNCH    2 0
 HF0978
 HF0978.Superseded values are not recommended for survey control.
 HF0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0978.See file dsdata.txt to determine how the superseded data were derived.
 HF0978
 HF0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG939592(NAD 83)
 HF0978_MARKER: DB = BENCH MARK DISK
 HF0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0978_STAMPING: Q 311 1956
 HF0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0978+STABILITY: SURFACE MOTION
 HF0978
 HF0978  HISTORY     - Date     Condition        Report By
 HF0978  HISTORY     - 1956     MONUMENTED       CGS
 HF0978  HISTORY     - 1962     GOOD             NGS
 HF0978
 HF0978                          STATION DESCRIPTION
 HF0978
 HF0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0978'14.1 MI E FROM KINGMAN.
 HF0978'0.6 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE ATCHISON, TOPEKA
 HF0978'AND SANTA FE RAILROAD STATION AT KINGMAN, THENCE 5.75 MILES
 HF0978'EAST ALONG A GRADED DIRT ROAD, THENCE 1.9 MILES SOUTH ALONG A
 HF0978'GRADED DIRT ROAD, THENCE 2.0 MILES EAST ALONG A GRADED DIRT
 HF0978'ROAD, THENCE 1.85 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.0
 HF0978'MILES EAST ALONG A GRADED DIRT ROAD, 30 FEET EAST OF THE CENTER
 HF0978'LINE OF A NORTH AND SOUTH ROAD, 13 FEET SOUTHEAST OF A POWER
 HF0978'POLE, 6 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 HF0978'WEST, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HF0978'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE SOUTHWEST
 HF0978'1/4 OF SECTION 25, TOWNSHIP 29 SOUTH, RANGE 6 WEST.
 HF0978
 HF0978                          STATION RECOVERY (1962)
 HF0978
 HF0978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0962 ***********************************************************************
 HF0962  DESIGNATION -  Q 312
 HF0962  PID         -  HF0962
 HF0962  STATE/COUNTY-  KS/SEDGWICK
 HF0962  USGS QUAD   -  CHENEY SE (1965)
 HF0962
 HF0962                         *CURRENT SURVEY CONTROL
 HF0962  ___________________________________________________________________
 HF0962* NAD 83(1986)-  37 35 21.     (N)    097 47 22.     (W)     SCALED    
 HF0962* NAVD 88     -       415.273  (meters)    1362.44   (feet)  ADJUSTED  
 HF0962  ___________________________________________________________________
 HF0962  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 HF0962  DYNAMIC HT  -         414.936 (meters)    1361.34  (feet)  COMP
 HF0962  MODELED GRAV-     979,807.2   (mgal)                       NAVD 88
 HF0962
 HF0962  VERT ORDER  -  SECOND    CLASS 0
 HF0962
 HF0962.The horizontal coordinates were scaled from a topographic map and have
 HF0962.an estimated accuracy of +/- 6 seconds.
 HF0962
 HF0962.The orthometric height was determined by differential leveling
 HF0962.and adjusted by the National Geodetic Survey in June 1991..
 HF0962
 HF0962.The geoid height was determined by GEOID03.
 HF0962
 HF0962.The dynamic height is computed by dividing the NAVD 88
 HF0962.geopotential number by the normal gravity value computed on the
 HF0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0962.degrees latitude (g = 980.6199 gals.).
 HF0962
 HF0962.The modeled gravity was interpolated from observed gravity values.
 HF0962
 HF0962;                    North         East    Units  Estimated Accuracy
 HF0962;SPC KS S     -   502,620.      462,750.      MT  (+/- 180 meters Scaled)
 HF0962
 HF0962                          SUPERSEDED SURVEY CONTROL
 HF0962
 HF0962  NGVD 29 (??/??/92)  415.132  (m)         1361.98   (f) ADJ UNCH    2 0
 HF0962
 HF0962.Superseded values are not recommended for survey control.
 HF0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0962.See file dsdata.txt to determine how the superseded data were derived.
 HF0962
 HF0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG068609(NAD 83)
 HF0962_MARKER: DB = BENCH MARK DISK
 HF0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0962_STAMPING: Q 312 1956
 HF0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0962+STABILITY: SURFACE MOTION
 HF0962
 HF0962  HISTORY     - Date     Condition        Report By
 HF0962  HISTORY     - 1956     MONUMENTED       CGS
 HF0962
 HF0962                          STATION DESCRIPTION
 HF0962
 HF0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0962'4 MI SW FROM CHENEY.
 HF0962'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0962'FROM THE STATION AT CHENEY, THENCE 0.6 MILE SOUTH ALONG A GRADED
 HF0962'DIRT ROAD, THENCE 2.0 MILES SOUTH ALONG AN OILED ROAD, THENCE 1.0
 HF0962'MILE WEST ALONG A GRADED DIRT ROAD, 216 FEET SOUTH OF THE CENTER
 HF0962'LINE OF AN EAST AND WEST ROAD, 67 FEET EAST OF THE SOUTHEAST
 HF0962'CORNER OF A FARMHOUSE, 32 FEET WEST OF THE CENTER LINE OF A NORTH
 HF0962'AND SOUTH ROAD, 28 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 HF0962'DRIVEWAY, 14 FEET NORTH OF A FENCE CORNER, 1.8 FEET EAST OF A
 HF0962'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 HF0962'FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 30, TOWNSHIP
 HF0962'28 SOUTH, RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1015 ***********************************************************************
 HF1015  DESIGNATION -  Q 313
 HF1015  PID         -  HF1015
 HF1015  STATE/COUNTY-  KS/SEDGWICK
 HF1015  USGS QUAD   -  GARDEN PLAIN (1982)
 HF1015
 HF1015                         *CURRENT SURVEY CONTROL
 HF1015  ___________________________________________________________________
 HF1015* NAD 83(1986)-  37 43 16.     (N)    097 38 48.     (W)     SCALED    
 HF1015* NAVD 88     -       457.081  (meters)    1499.61   (feet)  ADJUSTED  
 HF1015  ___________________________________________________________________
 HF1015  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 HF1015  DYNAMIC HT  -         456.713 (meters)    1498.40  (feet)  COMP
 HF1015  MODELED GRAV-     979,809.8   (mgal)                       NAVD 88
 HF1015
 HF1015  VERT ORDER  -  SECOND    CLASS 0
 HF1015
 HF1015.The horizontal coordinates were scaled from a topographic map and have
 HF1015.an estimated accuracy of +/- 6 seconds.
 HF1015
 HF1015.The orthometric height was determined by differential leveling
 HF1015.and adjusted by the National Geodetic Survey in June 1991..
 HF1015
 HF1015.The geoid height was determined by GEOID03.
 HF1015
 HF1015.The dynamic height is computed by dividing the NAVD 88
 HF1015.geopotential number by the normal gravity value computed on the
 HF1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1015.degrees latitude (g = 980.6199 gals.).
 HF1015
 HF1015.The modeled gravity was interpolated from observed gravity values.
 HF1015
 HF1015;                    North         East    Units  Estimated Accuracy
 HF1015;SPC KS S     -   517,370.      475,230.      MT  (+/- 180 meters Scaled)
 HF1015
 HF1015                          SUPERSEDED SURVEY CONTROL
 HF1015
 HF1015  NGVD 29 (??/??/92)  456.932  (m)         1499.12   (f) ADJ UNCH    2 0
 HF1015
 HF1015.Superseded values are not recommended for survey control.
 HF1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1015.See file dsdata.txt to determine how the superseded data were derived.
 HF1015
 HF1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG192757(NAD 83)
 HF1015_MARKER: DB = BENCH MARK DISK
 HF1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF1015_SP_SET: CULVERT
 HF1015_STAMPING: Q 313 1956
 HF1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1015
 HF1015  HISTORY     - Date     Condition        Report By
 HF1015  HISTORY     - 1956     MONUMENTED       CGS
 HF1015
 HF1015                          STATION DESCRIPTION
 HF1015
 HF1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1015'18.2 MI W FROM WICHITA.
 HF1015'5.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF1015'STATION AT WICHITA, THENCE 7.0 MILES WEST ALONG AN OILED ROAD,
 HF1015'THENCE 6.15 MILES WEST ALONG A GRAVELED ROAD, 0.15 MILE WEST OF A
 HF1015'ROAD INTERSECTION, 142 FEET WEST OF THE CENTER LINE OF A PRIVATE
 HF1015'DRIVEWAY LEADING SOUTH, 18 FEET SOUTH OF THE CENTER LINE OF AN
 HF1015'EAST AND WEST ROAD, SET IN THE TOP OF THE CENTER OF THE SOUTH
 HF1015'HEADWALL OF A CONCRETE CULVERT, IN THE NORTHEAST 1/4 OF SECTION
 HF1015'9, TOWNSHIP 27 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0840 ***********************************************************************
 HF0840  DESIGNATION -  Q 314
 HF0840  PID         -  HF0840
 HF0840  STATE/COUNTY-  KS/SUMNER
 HF0840  USGS QUAD   -  CALDWELL (1971)
 HF0840
 HF0840                         *CURRENT SURVEY CONTROL
 HF0840  ___________________________________________________________________
 HF0840* NAD 83(1986)-  37 05 55.     (N)    097 36 02.     (W)     SCALED    
 HF0840* NAVD 88     -       361.897  (meters)    1187.32   (feet)  ADJUSTED  
 HF0840  ___________________________________________________________________
 HF0840  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 HF0840  DYNAMIC HT  -         361.596 (meters)    1186.34  (feet)  COMP
 HF0840  MODELED GRAV-     979,789.3   (mgal)                       NAVD 88
 HF0840
 HF0840  VERT ORDER  -  SECOND    CLASS 0
 HF0840
 HF0840.The horizontal coordinates were scaled from a topographic map and have
 HF0840.an estimated accuracy of +/- 6 seconds.
 HF0840
 HF0840.The orthometric height was determined by differential leveling
 HF0840.and adjusted by the National Geodetic Survey in June 1991..
 HF0840
 HF0840.The geoid height was determined by GEOID03.
 HF0840
 HF0840.The dynamic height is computed by dividing the NAVD 88
 HF0840.geopotential number by the normal gravity value computed on the
 HF0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0840.degrees latitude (g = 980.6199 gals.).
 HF0840
 HF0840.The modeled gravity was interpolated from observed gravity values.
 HF0840
 HF0840;                    North         East    Units  Estimated Accuracy
 HF0840;SPC KS S     -   448,330.      479,960.      MT  (+/- 180 meters Scaled)
 HF0840
 HF0840                          SUPERSEDED SURVEY CONTROL
 HF0840
 HF0840  NGVD 29 (??/??/92)  361.788  (m)         1186.97   (f) ADJ UNCH    2 0
 HF0840
 HF0840.Superseded values are not recommended for survey control.
 HF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0840.See file dsdata.txt to determine how the superseded data were derived.
 HF0840
 HF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG243067(NAD 83)
 HF0840_MARKER: DB = BENCH MARK DISK
 HF0840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0840_SP_SET: CULVERT
 HF0840_STAMPING: Q 314 1956
 HF0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0840
 HF0840  HISTORY     - Date     Condition        Report By
 HF0840  HISTORY     - 1956     MONUMENTED       CGS
 HF0840
 HF0840                          STATION DESCRIPTION
 HF0840
 HF0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0840'6.7 MI N FROM CALDWELL.
 HF0840'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0840'FROM THE STATION AT CALDWELL, THENCE 1.1 MILES EAST ALONG A GRADED
 HF0840'DIRT ROAD, THENCE 4.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE
 HF0840'1.0 MILE WEST ALONG A GRADED DIRT ROAD, AT A JUNCTION WITH STATE
 HF0840'HIGHWAY 49, 102 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18
 HF0840'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, SET IN
 HF0840'THE TOP OF THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE CULVERT
 HF0840'UNDER THE ROAD, IN THE NORTHWEST 1/4 OF SECTION 13, TOWNSHIP 34
 HF0840'SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1037 ***********************************************************************
 HF1037  DESIGNATION -  Q 315
 HF1037  PID         -  HF1037
 HF1037  STATE/COUNTY-  KS/KINGMAN
 HF1037  USGS QUAD   -  CHENEY (1982)
 HF1037
 HF1037                         *CURRENT SURVEY CONTROL
 HF1037  ___________________________________________________________________
 HF1037* NAD 83(1986)-  37 43 08.     (N)    097 50 38.     (W)     SCALED    
 HF1037* NAVD 88     -       449.842  (meters)    1475.86   (feet)  ADJUSTED  
 HF1037  ___________________________________________________________________
 HF1037  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HF1037  DYNAMIC HT  -         449.484 (meters)    1474.68  (feet)  COMP
 HF1037  MODELED GRAV-     979,820.4   (mgal)                       NAVD 88
 HF1037
 HF1037  VERT ORDER  -  SECOND    CLASS 0
 HF1037
 HF1037.The horizontal coordinates were scaled from a topographic map and have
 HF1037.an estimated accuracy of +/- 6 seconds.
 HF1037
 HF1037.The orthometric height was determined by differential leveling
 HF1037.and adjusted by the National Geodetic Survey in June 1991..
 HF1037
 HF1037.The geoid height was determined by GEOID03.
 HF1037
 HF1037.The dynamic height is computed by dividing the NAVD 88
 HF1037.geopotential number by the normal gravity value computed on the
 HF1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1037.degrees latitude (g = 980.6199 gals.).
 HF1037
 HF1037.The modeled gravity was interpolated from observed gravity values.
 HF1037
 HF1037;                    North         East    Units  Estimated Accuracy
 HF1037;SPC KS S     -   516,980.      457,840.      MT  (+/- 180 meters Scaled)
 HF1037
 HF1037                          SUPERSEDED SURVEY CONTROL
 HF1037
 HF1037  NGVD 29 (??/??/92)  449.694  (m)         1475.37   (f) ADJ UNCH    2 0
 HF1037
 HF1037.Superseded values are not recommended for survey control.
 HF1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1037.See file dsdata.txt to determine how the superseded data were derived.
 HF1037
 HF1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG018752(NAD 83)
 HF1037_MARKER: DB = BENCH MARK DISK
 HF1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1037_STAMPING: Q 315 1956
 HF1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1037+STABILITY: SURFACE MOTION
 HF1037
 HF1037  HISTORY     - Date     Condition        Report By
 HF1037  HISTORY     - 1956     MONUMENTED       CGS
 HF1037
 HF1037                          STATION DESCRIPTION
 HF1037
 HF1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1037'10.8 MI N FROM CHENEY.
 HF1037'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1037'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A
 HF1037'GRADED DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54,
 HF1037'THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.5
 HF1037'MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH ALONG
 HF1037'A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT
 HF1037'ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, THENCE 1.0
 HF1037'MILE WEST ALONG AN OILED ROAD, 75 FEET NORTH OF THE CENTER LINE
 HF1037'OF AN EAST AND WEST ROAD, 23 FEET EAST OF THE CENTER LINE OF
 HF1037'A NORTH AND SOUTH ROAD, 6.5 FEET NORTH OF A TELEPHONE POLE, 2
 HF1037'FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN
 HF1037'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 HF1037'GROUND, IN THE SOUTHWEST 1/4 OF SECTION 2, TOWNSHIP 27 SOUTH,
 HF1037'RANGE 5 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0574 ***********************************************************************
 HH0574  DESIGNATION -  Q 32
 HH0574  PID         -  HH0574
 HH0574  STATE/COUNTY-  KS/HAMILTON
 HH0574  USGS QUAD   -  KENDALL (1966)
 HH0574
 HH0574                         *CURRENT SURVEY CONTROL
 HH0574  ___________________________________________________________________
 HH0574* NAD 83(1986)-  37 55 57.     (N)    101 32 47.     (W)     SCALED    
 HH0574* NAVD 88     -       956.164  (meters)    3137.01   (feet)  ADJUSTED  
 HH0574  ___________________________________________________________________
 HH0574  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 HH0574  DYNAMIC HT  -         955.282 (meters)    3134.12  (feet)  COMP
 HH0574  MODELED GRAV-     979,674.6   (mgal)                       NAVD 88
 HH0574
 HH0574  VERT ORDER  -  FIRST     CLASS II
 HH0574
 HH0574.The horizontal coordinates were scaled from a topographic map and have
 HH0574.an estimated accuracy of +/- 6 seconds.
 HH0574
 HH0574.The orthometric height was determined by differential leveling
 HH0574.and adjusted by the National Geodetic Survey in June 1991..
 HH0574
 HH0574.The geoid height was determined by GEOID03.
 HH0574
 HH0574.The dynamic height is computed by dividing the NAVD 88
 HH0574.geopotential number by the normal gravity value computed on the
 HH0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0574.degrees latitude (g = 980.6199 gals.).
 HH0574
 HH0574.The modeled gravity was interpolated from observed gravity values.
 HH0574
 HH0574;                    North         East    Units  Estimated Accuracy
 HH0574;SPC KS S     -   544,860.      132,250.      MT  (+/- 180 meters Scaled)
 HH0574
 HH0574                          SUPERSEDED SURVEY CONTROL
 HH0574
 HH0574  NGVD 29 (??/??/92)  955.761  (m)         3135.69   (f) ADJ UNCH    1 2
 HH0574
 HH0574.Superseded values are not recommended for survey control.
 HH0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0574.See file dsdata.txt to determine how the superseded data were derived.
 HH0574
 HH0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH762013(NAD 83)
 HH0574_MARKER: DB = BENCH MARK DISK
 HH0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0574_SP_SET: CONCRETE POST
 HH0574_STAMPING: Q 32 1934
 HH0574_MARK LOGO: CGS   
 HH0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0574+STABILITY: SURFACE MOTION
 HH0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH0574+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 HH0574
 HH0574  HISTORY     - Date     Condition        Report By
 HH0574  HISTORY     - 1934     MONUMENTED       CGS
 HH0574  HISTORY     - 1961     GOOD             NGS
 HH0574  HISTORY     - 1986     GOOD             NGS
 HH0574  HISTORY     - 20030603 GOOD             USGS
 HH0574
 HH0574                          STATION DESCRIPTION
 HH0574
 HH0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0574'AT KENDALL.
 HH0574'AT KENDALL, HAMILTON COUNTY, 77 FEET SOUTHWEST OF THE SOUTHWEST
 HH0574'CORNER OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION,
 HH0574'AT MILEAGE 442.20, ABOUT 75 YARDS SOUTHEAST OF THE GEORGE E.
 HH0574'GANO GRAIN ELEVATOR, 47 FEET SOUTH OF THE CENTER LINE OF THE
 HH0574'TRACK, AND 43 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD.  A
 HH0574'STANDARD DISK, STAMPED Q 32 1934 AND SET IN THE TOP OF A CONCRETE
 HH0574'POST.
 HH0574
 HH0574                          STATION RECOVERY (1961)
 HH0574
 HH0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HH0574'RECOVERED IN GOOD CONDITION.
 HH0574
 HH0574                          STATION RECOVERY (1986)
 HH0574
 HH0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0574'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 HH0574'RAILROAD STATION NO LONGER EXISTS.
 HH0574
 HH0574                          STATION RECOVERY (2003)
 HH0574
 HH0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (RWG)
 HH0574'MARKED WITH FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0932 ***********************************************************************
 JE0932  DESIGNATION -  Q 324
 JE0932  PID         -  JE0932
 JE0932  STATE/COUNTY-  KS/DOUGLAS
 JE0932  USGS QUAD   -  LONE STAR (1978)
 JE0932
 JE0932                         *CURRENT SURVEY CONTROL
 JE0932  ___________________________________________________________________
 JE0932* NAD 83(1986)-  38 46 03.     (N)    095 16 42.     (W)     SCALED    
 JE0932* NAVD 88     -       294.248  (meters)     965.38   (feet)  ADJUSTED  
 JE0932  ___________________________________________________________________
 JE0932  GEOID HEIGHT-         -31.67  (meters)                     GEOID03
 JE0932  DYNAMIC HT  -         294.049 (meters)     964.73  (feet)  COMP
 JE0932  MODELED GRAV-     979,944.5   (mgal)                       NAVD 88
 JE0932
 JE0932  VERT ORDER  -  SECOND    CLASS 0
 JE0932
 JE0932.The horizontal coordinates were scaled from a topographic map and have
 JE0932.an estimated accuracy of +/- 6 seconds.
 JE0932
 JE0932.The orthometric height was determined by differential leveling
 JE0932.and adjusted by the National Geodetic Survey in June 1991..
 JE0932
 JE0932.The geoid height was determined by GEOID03.
 JE0932
 JE0932.The dynamic height is computed by dividing the NAVD 88
 JE0932.geopotential number by the normal gravity value computed on the
 JE0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0932.degrees latitude (g = 980.6199 gals.).
 JE0932
 JE0932.The modeled gravity was interpolated from observed gravity values.
 JE0932
 JE0932;                    North         East    Units  Estimated Accuracy
 JE0932;SPC KS N     -    51,750.      636,500.      MT  (+/- 180 meters Scaled)
 JE0932
 JE0932                          SUPERSEDED SURVEY CONTROL
 JE0932
 JE0932  NGVD 29 (??/??/92)  294.132  (m)          965.00   (f) ADJ UNCH    2 0
 JE0932
 JE0932.Superseded values are not recommended for survey control.
 JE0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0932.See file dsdata.txt to determine how the superseded data were derived.
 JE0932
 JE0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC020934(NAD 83)
 JE0932_MARKER: DB = BENCH MARK DISK
 JE0932_SETTING: 66 = SET IN ROCK OUTCROP
 JE0932_SP_SET: ROCK OUTCROP
 JE0932_STAMPING: Q 324 1960
 JE0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE0932+STABILITY: POSITION/ELEVATION WELL
 JE0932
 JE0932  HISTORY     - Date     Condition        Report By
 JE0932  HISTORY     - 1960     MONUMENTED       CGS
 JE0932  HISTORY     - 20050922 MARK NOT FOUND   GEOCAC
 JE0932
 JE0932                          STATION DESCRIPTION
 JE0932
 JE0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 JE0932'4.3 MI W FROM BALDWIN.
 JE0932'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0932'RAILWAY FROM THE STATION AT BALDWIN, THENCE 3.6 MILES WEST
 JE0932'ALONG GRAVELED ROAD TO A STEEL AND CONCRETE BRIDGE OVER A SMALL
 JE0932'CREEK, CEMENTED IN A LARGE SAND-STONE ROCK OUTCROP, 40 FEET NORTH
 JE0932'OF THE CENTER OF THE ROAD, 4 FEET WEST OF THE EDGE OF OVERHANGING
 JE0932'LEDGE OVER THE CREEK AND ABOUT 8 FEET LOWER THAN THE ROAD.
 JE0932
 JE0932                          STATION RECOVERY (2005)
 JE0932
 JE0932'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE0932'THE BRIDGE HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0841 ***********************************************************************
 KE0841  DESIGNATION -  Q 325
 KE0841  PID         -  KE0841
 KE0841  STATE/COUNTY-  KS/JEFFERSON
 KE0841  USGS QUAD   -  MERIDEN (1982)
 KE0841
 KE0841                         *CURRENT SURVEY CONTROL
 KE0841  ___________________________________________________________________
 KE0841* NAD 83(1986)-  39 11 53.     (N)    095 33 41.     (W)     SCALED    
 KE0841* NAVD 88     -       298.930  (meters)     980.74   (feet)  ADJUSTED  
 KE0841  ___________________________________________________________________
 KE0841  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 KE0841  DYNAMIC HT  -         298.736 (meters)     980.10  (feet)  COMP
 KE0841  MODELED GRAV-     979,971.1   (mgal)                       NAVD 88
 KE0841
 KE0841  VERT ORDER  -  SECOND    CLASS 0
 KE0841
 KE0841.The horizontal coordinates were scaled from a topographic map and have
 KE0841.an estimated accuracy of +/- 6 seconds.
 KE0841
 KE0841.The orthometric height was determined by differential leveling
 KE0841.and adjusted by the National Geodetic Survey in June 1991..
 KE0841
 KE0841.The geoid height was determined by GEOID03.
 KE0841
 KE0841.The dynamic height is computed by dividing the NAVD 88
 KE0841.geopotential number by the normal gravity value computed on the
 KE0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0841.degrees latitude (g = 980.6199 gals.).
 KE0841
 KE0841.The modeled gravity was interpolated from observed gravity values.
 KE0841
 KE0841;                    North         East    Units  Estimated Accuracy
 KE0841;SPC KS N     -    98,830.      610,620.      MT  (+/- 180 meters Scaled)
 KE0841
 KE0841                          SUPERSEDED SURVEY CONTROL
 KE0841
 KE0841  NGVD 29 (??/??/92)  298.828  (m)          980.40   (f) ADJ UNCH    2 0
 KE0841
 KE0841.Superseded values are not recommended for survey control.
 KE0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0841.See file dsdata.txt to determine how the superseded data were derived.
 KE0841
 KE0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD788418(NAD 83)
 KE0841_MARKER: DB = BENCH MARK DISK
 KE0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0841_STAMPING: Q 325 1961
 KE0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0841+STABILITY: SURFACE MOTION
 KE0841
 KE0841  HISTORY     - Date     Condition        Report By
 KE0841  HISTORY     - 1961     MONUMENTED       CGS
 KE0841
 KE0841                          STATION DESCRIPTION
 KE0841
 KE0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KE0841'0.6 MI NE FROM MERIDEN.
 KE0841'0.6 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0841'RAILWAY FROM THE STATION AT MERIDEN, 45 FEET NORTHEAST OF THE
 KE0841'RAILROAD CROSSING, 25 FEET EAST OF A NORTH-SOUTH ROAD, 20 FEET
 KE0841'NORTH OF THE CENTER OF THE TRACK, SET IN THE TOP OF A CONCRETE
 KE0841'POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1479 ***********************************************************************
 JE1479  DESIGNATION -  Q 326
 JE1479  PID         -  JE1479
 JE1479  STATE/COUNTY-  KS/COFFEY
 JE1479  USGS QUAD   -  LEBO (1973)
 JE1479
 JE1479                         *CURRENT SURVEY CONTROL
 JE1479  ___________________________________________________________________
 JE1479* NAD 83(1986)-  38 25 31.     (N)    095 49 16.     (W)     SCALED    
 JE1479* NAVD 88     -       350.010  (meters)    1148.32   (feet)  ADJUSTED  
 JE1479  ___________________________________________________________________
 JE1479  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JE1479  DYNAMIC HT  -         349.759 (meters)    1147.50  (feet)  COMP
 JE1479  MODELED GRAV-     979,901.0   (mgal)                       NAVD 88
 JE1479
 JE1479  VERT ORDER  -  SECOND    CLASS 0
 JE1479
 JE1479.The horizontal coordinates were scaled from a topographic map and have
 JE1479.an estimated accuracy of +/- 6 seconds.
 JE1479
 JE1479.The orthometric height was determined by differential leveling
 JE1479.and adjusted by the National Geodetic Survey in June 1991..
 JE1479
 JE1479.The geoid height was determined by GEOID03.
 JE1479
 JE1479.The dynamic height is computed by dividing the NAVD 88
 JE1479.geopotential number by the normal gravity value computed on the
 JE1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1479.degrees latitude (g = 980.6199 gals.).
 JE1479
 JE1479.The modeled gravity was interpolated from observed gravity values.
 JE1479
 JE1479;                    North         East    Units  Estimated Accuracy
 JE1479;SPC KS S     -   598,540.      633,890.      MT  (+/- 180 meters Scaled)
 JE1479
 JE1479                          SUPERSEDED SURVEY CONTROL
 JE1479
 JE1479  NGVD 29 (??/??/92)  349.852  (m)         1147.81   (f) ADJ UNCH    2 0
 JE1479
 JE1479.Superseded values are not recommended for survey control.
 JE1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1479.See file dsdata.txt to determine how the superseded data were derived.
 JE1479
 JE1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC537567(NAD 83)
 JE1479_MARKER: DB = BENCH MARK DISK
 JE1479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1479_SP_SET: OVERPASS
 JE1479_STAMPING: Q 326 1974
 JE1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1479
 JE1479  HISTORY     - Date     Condition        Report By
 JE1479  HISTORY     - 1974     MONUMENTED       NGS
 JE1479
 JE1479                          STATION DESCRIPTION
 JE1479
 JE1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1479'2.1 MI E FROM LEBO.
 JE1479'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1479'STATE HIGHWAY 131 (EXIT NO 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1479'GO EAST ALONG I-35 FOR 2.1 MILES TO THE MARK SET VERTICALLY IN THE
 JE1479'CENTER PIER OF A OVERPASS.  THE MARK IS 39.5 FEET NORTH OF THE
 JE1479'CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY, 3 FEET ABOVE THE GROUND
 JE1479'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1430 ***********************************************************************
 JE1430  DESIGNATION -  Q 327
 JE1430  PID         -  JE1430
 JE1430  STATE/COUNTY-  KS/FRANKLIN
 JE1430  USGS QUAD   -  LE LOUP (1973)
 JE1430
 JE1430                         *CURRENT SURVEY CONTROL
 JE1430  ___________________________________________________________________
 JE1430* NAD 83(1986)-  38 38 30.     (N)    095 12 42.     (W)     SCALED    
 JE1430* NAVD 88     -       278.514  (meters)     913.76   (feet)  ADJUSTED  
 JE1430  ___________________________________________________________________
 JE1430  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JE1430  DYNAMIC HT  -         278.323 (meters)     913.13  (feet)  COMP
 JE1430  MODELED GRAV-     979,935.3   (mgal)                       NAVD 88
 JE1430
 JE1430  VERT ORDER  -  SECOND    CLASS 0
 JE1430
 JE1430.The horizontal coordinates were scaled from a topographic map and have
 JE1430.an estimated accuracy of +/- 6 seconds.
 JE1430
 JE1430.The orthometric height was determined by differential leveling
 JE1430.and adjusted by the National Geodetic Survey in June 1991..
 JE1430
 JE1430.The geoid height was determined by GEOID03.
 JE1430
 JE1430.The dynamic height is computed by dividing the NAVD 88
 JE1430.geopotential number by the normal gravity value computed on the
 JE1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1430.degrees latitude (g = 980.6199 gals.).
 JE1430
 JE1430.The modeled gravity was interpolated from observed gravity values.
 JE1430
 JE1430;                    North         East    Units  Estimated Accuracy
 JE1430;SPC KS S     -   624,250.      686,230.      MT  (+/- 180 meters Scaled)
 JE1430
 JE1430                          SUPERSEDED SURVEY CONTROL
 JE1430
 JE1430  NGVD 29 (??/??/92)  278.397  (m)          913.37   (f) ADJ UNCH    2 0
 JE1430
 JE1430.Superseded values are not recommended for survey control.
 JE1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1430.See file dsdata.txt to determine how the superseded data were derived.
 JE1430
 JE1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC075793(NAD 83)
 JE1430_MARKER: DB = BENCH MARK DISK
 JE1430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1430_SP_SET: BRIDGE
 JE1430_STAMPING: Q 327 1974
 JE1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1430
 JE1430  HISTORY     - Date     Condition        Report By
 JE1430  HISTORY     - 1974     MONUMENTED       NGS
 JE1430
 JE1430                          STATION DESCRIPTION
 JE1430
 JE1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1430'6.55 MI NE FROM OTTAWA.
 JE1430'ABOUT 6.55 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1430'JUNCTION WITH US HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA.  18.0 FEET
 JE1430'NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND LANE OF I-35 AND
 JE1430'4.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE BANISTER.  SET
 JE1430'IN THE TOP OF THE BASE OF THE NORTHWEST BANISTER OF THE SOUTHEAST ONE
 JE1430'OF TWO BRIDGES OVER OTTAWA CREEK AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0326 ***********************************************************************
 KE0326  DESIGNATION -  Q 328
 KE0326  PID         -  KE0326
 KE0326  STATE/COUNTY-  KS/WYANDOTTE
 KE0326  USGS QUAD   -  SHAWNEE (1991)
 KE0326
 KE0326                         *CURRENT SURVEY CONTROL
 KE0326  ___________________________________________________________________
 KE0326* NAD 83(1986)-  39 02 38.     (N)    094 39 35.     (W)     SCALED    
 KE0326* NAVD 88     -       256.579  (meters)     841.79   (feet)  ADJUSTED  
 KE0326  ___________________________________________________________________
 KE0326  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 KE0326  DYNAMIC HT  -         256.410 (meters)     841.24  (feet)  COMP
 KE0326  MODELED GRAV-     979,964.0   (mgal)                       NAVD 88
 KE0326
 KE0326  VERT ORDER  -  FIRST     CLASS II
 KE0326
 KE0326.The horizontal coordinates were scaled from a topographic map and have
 KE0326.an estimated accuracy of +/- 6 seconds.
 KE0326
 KE0326.The orthometric height was determined by differential leveling
 KE0326.and adjusted by the National Geodetic Survey in June 1991..
 KE0326
 KE0326.The geoid height was determined by GEOID03.
 KE0326
 KE0326.The dynamic height is computed by dividing the NAVD 88
 KE0326.geopotential number by the normal gravity value computed on the
 KE0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0326.degrees latitude (g = 980.6199 gals.).
 KE0326
 KE0326.The modeled gravity was interpolated from observed gravity values.
 KE0326
 KE0326;                    North         East    Units  Estimated Accuracy
 KE0326;SPC KS N     -    84,210.      689,100.      MT  (+/- 180 meters Scaled)
 KE0326
 KE0326                          SUPERSEDED SURVEY CONTROL
 KE0326
 KE0326  NGVD 29 (??/??/92)  256.462  (m)          841.41   (f) ADJ UNCH    1 2
 KE0326
 KE0326.Superseded values are not recommended for survey control.
 KE0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0326.See file dsdata.txt to determine how the superseded data were derived.
 KE0326
 KE0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD563229(NAD 83)
 KE0326_MARKER: DB = BENCH MARK DISK
 KE0326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KE0326_SP_SET: HEADWALL
 KE0326_STAMPING: Q 328 1974
 KE0326_MARK LOGO: NGS   
 KE0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0326+STABILITY: SURFACE MOTION
 KE0326
 KE0326  HISTORY     - Date     Condition        Report By
 KE0326  HISTORY     - 1974     MONUMENTED       NGS
 KE0326  HISTORY     - 1982     GOOD
 KE0326  HISTORY     - 1986     GOOD             NGS
 KE0326
 KE0326                          STATION DESCRIPTION
 KE0326
 KE0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KE0326'3 MI S FROM KANSAS CITY.
 KE0326'AT KANSAS CITY.  ABOUT 3.05 MILES SOUTH ALONG INTERSTATE HIGHWAY
 KE0326'35 FROM ITS JUNCTION WITH U.S. HIGHWAY 169 NORTH (EXIT NO. 234,
 KE0326'7TH STREET TRFWY), 100 FEET NORTHEAST OF THE JOHNSON-WYANDOTTE
 KE0326'COUNTY LINE, 54 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTH
 KE0326'BOUND LANE OF HIGHWAY, 27 FEET NORTHWEST OF THE APPROXIMATE CENTER
 KE0326'OF THE ENTRANCE RAMP FROM THE 18TH STREET OVERPASS, AND 0.5 FOOT
 KE0326'SOUTHWEST OF THE NORTHEAST END OF HEADWALL.  SET IN THE TOP OF
 KE0326'THE NORTHWEST HEADWALL OF A BOX CULVERT AND IS ABOUT 3 FEET
 KE0326'BELOW THE LEVEL OF THE HIGHWAY.
 KE0326
 KE0326                          STATION RECOVERY (1982)
 KE0326
 KE0326'RECOVERED 1982
 KE0326'RECOVERED IN GOOD CONDITION.
 KE0326
 KE0326                          STATION RECOVERY (1986)
 KE0326
 KE0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0588 ***********************************************************************
 HH0588  DESIGNATION -  Q 33
 HH0588  PID         -  HH0588
 HH0588  STATE/COUNTY-  KS/FINNEY
 HH0588  USGS QUAD   -  PIERCEVILLE (1967)
 HH0588
 HH0588                         *CURRENT SURVEY CONTROL
 HH0588  ___________________________________________________________________
 HH0588* NAD 83(1986)-  37 54 26.     (N)    100 44 24.     (W)     SCALED    
 HH0588* NAVD 88     -       845.497  (meters)    2773.93   (feet)  ADJUSTED  
 HH0588  ___________________________________________________________________
 HH0588  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 HH0588  DYNAMIC HT  -         844.746 (meters)    2771.47  (feet)  COMP
 HH0588  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 HH0588
 HH0588  VERT ORDER  -  FIRST     CLASS II
 HH0588
 HH0588.The horizontal coordinates were scaled from a topographic map and have
 HH0588.an estimated accuracy of +/- 6 seconds.
 HH0588
 HH0588.The orthometric height was determined by differential leveling
 HH0588.and adjusted by the National Geodetic Survey in June 1991..
 HH0588
 HH0588.The geoid height was determined by GEOID03.
 HH0588
 HH0588.The dynamic height is computed by dividing the NAVD 88
 HH0588.geopotential number by the normal gravity value computed on the
 HH0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0588.degrees latitude (g = 980.6199 gals.).
 HH0588
 HH0588.The modeled gravity was interpolated from observed gravity values.
 HH0588
 HH0588;                    North         East    Units  Estimated Accuracy
 HH0588;SPC KS S     -   540,050.      203,040.      MT  (+/- 180 meters Scaled)
 HH0588
 HH0588                          SUPERSEDED SURVEY CONTROL
 HH0588
 HH0588  NGVD 29 (??/??/92)  845.117  (m)         2772.69   (f) ADJ UNCH    1 2
 HH0588
 HH0588.Superseded values are not recommended for survey control.
 HH0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0588.See file dsdata.txt to determine how the superseded data were derived.
 HH0588
 HH0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG470969(NAD 83)
 HH0588_MARKER: DB = BENCH MARK DISK
 HH0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0588_SP_SET: CONCRETE POST
 HH0588_STAMPING: Q 33 1934
 HH0588_MARK LOGO: CGS   
 HH0588_PROJECTION: RECESSED 10 CENTIMETERS
 HH0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0588+STABILITY: SURFACE MOTION
 HH0588
 HH0588  HISTORY     - Date     Condition        Report By
 HH0588  HISTORY     - 1934     MONUMENTED       CGS
 HH0588  HISTORY     - 1965     GOOD             CGS
 HH0588  HISTORY     - 1985     GOOD             NGS
 HH0588
 HH0588                          STATION DESCRIPTION
 HH0588
 HH0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0588'6.4 KM (4.00 MI) NW FROM PIERCEVILLE.
 HH0588'ABOUT 4.0 MI NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0588'FROM THE STATION AT PIERCEVILLE, AT MILEAGE 394.00, 35 FT NORTH OF
 HH0588'THE CENTER LINE OF A COUNTY ROAD, AND 50 FT SOUTH OF THE CENTER LINE
 HH0588'OF THE TRACK.
 HH0588
 HH0588                          STATION RECOVERY (1965)
 HH0588
 HH0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HH0588'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED WITH THE FOLLOWING
 HH0588'ADDITIONS--ABOUT 12 FT SOUTH-SOUTHEAST OF MILEPOLE 394 WHICH HAS THE
 HH0588'BOTTOM PORTION OF THE POLE PAINTED WHITE WITH BM ALSO PAINTED ON IT,
 HH0588'1 FT NORTH OF A FENCE LINE.
 HH0588
 HH0588                          STATION RECOVERY (1985)
 HH0588
 HH0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HH0588'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.35 KM (3.95
 HH0588'MI) NORTHWEST ALONG A BLADED ROAD PARALLELING THE ATCHISON, TOPEKA AND
 HH0588'SANTA FE RAILROAD FROM THE JUNCTION OF THE PIERCEVILLE ROAD AT
 HH0588'PIERCEVILLE, 0.7 KM (0.45 MI) NORTHWEST OF A HIGH TENSION POWER LINE
 HH0588'CROSSING, 7.0 METERS (23 FT) NORTHEAST OF THE CENTER OF THE ROAD, 19.8
 HH0588'METERS (65 FT) SOUTHWEST ACROSS THE RAILROAD FROM MILEPOLE 394, 14.3
 HH0588'METERS (47 FT) SOUTHWEST OF THE SOUTHWEST RAIL, 3.9 METERS (13 FT)
 HH0588'SOUTH OF A TELEPHONE POLE AND 0.3 METER (1 FT) NORTHEAST OF THE RIGHT
 HH0588'OF WAY FENCE.
 HH0588'THE MARK IS 0.15 METERS  SW FROM  A WITNESS POST
 HH0588'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0100 ***********************************************************************
 KG0100  DESIGNATION -  Q 331
 KG0100  PID         -  KG0100
 KG0100  STATE/COUNTY-  KS/LINCOLN
 KG0100  USGS QUAD   -  SHADY BEND (1963)
 KG0100
 KG0100                         *CURRENT SURVEY CONTROL
 KG0100  ___________________________________________________________________
 KG0100* NAD 83(1986)-  39 02 44.     (N)    098 01 16.     (W)     SCALED    
 KG0100* NAVD 88     -       426.430  (meters)    1399.05   (feet)  ADJUSTED  
 KG0100  ___________________________________________________________________
 KG0100  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 KG0100  DYNAMIC HT  -         426.140 (meters)    1398.09  (feet)  COMP
 KG0100  MODELED GRAV-     979,934.8   (mgal)                       NAVD 88
 KG0100
 KG0100  VERT ORDER  -  SECOND    CLASS 0
 KG0100
 KG0100.The horizontal coordinates were scaled from a topographic map and have
 KG0100.an estimated accuracy of +/- 6 seconds.
 KG0100
 KG0100.The orthometric height was determined by differential leveling
 KG0100.and adjusted by the National Geodetic Survey in June 1991..
 KG0100
 KG0100.The geoid height was determined by GEOID03.
 KG0100
 KG0100.The dynamic height is computed by dividing the NAVD 88
 KG0100.geopotential number by the normal gravity value computed on the
 KG0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0100.degrees latitude (g = 980.6199 gals.).
 KG0100
 KG0100.The modeled gravity was interpolated from observed gravity values.
 KG0100
 KG0100;                    North         East    Units  Estimated Accuracy
 KG0100;SPC KS N     -    79,070.      398,170.      MT  (+/- 180 meters Scaled)
 KG0100
 KG0100                          SUPERSEDED SURVEY CONTROL
 KG0100
 KG0100  NGVD 29 (??/??/92)  426.297  (m)         1398.61   (f) ADJ UNCH    2 0
 KG0100
 KG0100.Superseded values are not recommended for survey control.
 KG0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0100.See file dsdata.txt to determine how the superseded data were derived.
 KG0100
 KG0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ847222(NAD 83)
 KG0100_MARKER: DB = BENCH MARK DISK
 KG0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0100_SP_SET: CULVERT
 KG0100_STAMPING: Q 331 1961
 KG0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0100
 KG0100  HISTORY     - Date     Condition        Report By
 KG0100  HISTORY     - 1961     MONUMENTED       CGS
 KG0100
 KG0100                          STATION DESCRIPTION
 KG0100
 KG0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KG0100'2 MI N FROM SHADY BEND.
 KG0100'1 MILE NORTH ALONG GRAVEL ROAD FROM POST OFFICE AT SHADY BEND
 KG0100'TO CROSSING OF STATE HIGHWAY 18, THENCE 1 MILE NORTH ALONG
 KG0100'BLACK-TOPPED ROAD TO INTERSECTION WITH E-W CROSS ROAD, SET IN A
 KG0100'DRILL HOLE AT THE EAST END OF THE SOUTH ABUTMENT OF A CULVERT
 KG0100'UNDER THE E-W ROAD, 41.7 FEET WEST FROM THE CENTER OF THE PAVED
 KG0100'ROAD, 12 FEET SOUTH FROM CENTER OF THE DIRT ROAD, 1 FOOT INSIDE
 KG0100'FROM THE END OF THE CULVERT HEAD, AT THE ELEVATION OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0128 ***********************************************************************
 JG0128  DESIGNATION -  Q 333
 JG0128  PID         -  JG0128
 JG0128  STATE/COUNTY-  KS/RICE
 JG0128  USGS QUAD   -  LYONS (1970)
 JG0128
 JG0128                         *CURRENT SURVEY CONTROL
 JG0128  ___________________________________________________________________
 JG0128* NAD 83(1986)-  38 22 10.     (N)    098 08 44.     (W)     SCALED    
 JG0128* NAVD 88     -       531.057  (meters)    1742.31   (feet)  ADJUSTED  
 JG0128  ___________________________________________________________________
 JG0128  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 JG0128  DYNAMIC HT  -         530.658 (meters)    1741.00  (feet)  COMP
 JG0128  MODELED GRAV-     979,861.6   (mgal)                       NAVD 88
 JG0128
 JG0128  VERT ORDER  -  SECOND    CLASS 0
 JG0128
 JG0128.The horizontal coordinates were scaled from a topographic map and have
 JG0128.an estimated accuracy of +/- 6 seconds.
 JG0128
 JG0128.The orthometric height was determined by differential leveling
 JG0128.and adjusted by the National Geodetic Survey in June 1991..
 JG0128
 JG0128.The geoid height was determined by GEOID03.
 JG0128
 JG0128.The dynamic height is computed by dividing the NAVD 88
 JG0128.geopotential number by the normal gravity value computed on the
 JG0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0128.degrees latitude (g = 980.6199 gals.).
 JG0128
 JG0128.The modeled gravity was interpolated from observed gravity values.
 JG0128
 JG0128;                    North         East    Units  Estimated Accuracy
 JG0128;SPC KS S     -   589,050.      430,970.      MT  (+/- 180 meters Scaled)
 JG0128
 JG0128                          SUPERSEDED SURVEY CONTROL
 JG0128
 JG0128  NGVD 29 (??/??/92)  530.900  (m)         1741.79   (f) ADJ UNCH    2 0
 JG0128
 JG0128.Superseded values are not recommended for survey control.
 JG0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0128.See file dsdata.txt to determine how the superseded data were derived.
 JG0128
 JG0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH746471(NAD 83)
 JG0128_MARKER: DB = BENCH MARK DISK
 JG0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0128_STAMPING: Q 333 1961
 JG0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0128+STABILITY: SURFACE MOTION
 JG0128
 JG0128  HISTORY     - Date     Condition        Report By
 JG0128  HISTORY     - 1961     MONUMENTED       CGS
 JG0128
 JG0128                          STATION DESCRIPTION
 JG0128
 JG0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JG0128'3.4 MI E FROM LYONS.
 JG0128'3.45 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JG0128'FROM THE STATION AT LYONS, TO PAVED ROAD CROSSING 12 POLES EAST
 JG0128'OF MILEPOST 75, 143.0 FEET EAST OF CENTERLINE OF PAVED ROAD, 75.0
 JG0128'FEET NORTH OF CENTERLINE OF STATE HIGHWAY 56, 31.9 FEET SOUTH OF
 JG0128'SOUTH RAIL, 12.0 FEET EAST OF TELEPHONE POLE, 3.2 FEET NORTH OF
 JG0128'METAL WITNESS POST WITH SIGN, SET IN TOP OF A CYLINDRICAL
 JG0128'CONCRETE POST PROJECTING SIX INCHES ABOVE THE GROUND AND ABOUT
 JG0128'2 1/2 FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0418 ***********************************************************************
 HF0418  DESIGNATION -  Q 334
 HF0418  PID         -  HF0418
 HF0418  STATE/COUNTY-  KS/BUTLER
 HF0418  USGS QUAD   -  LATHAM (1979)
 HF0418
 HF0418                         *CURRENT SURVEY CONTROL
 HF0418  ___________________________________________________________________
 HF0418* NAD 83(1986)-  37 33 47.     (N)    096 41 51.     (W)     SCALED    
 HF0418* NAVD 88     -       449.169  (meters)    1473.65   (feet)  ADJUSTED  
 HF0418  ___________________________________________________________________
 HF0418  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 HF0418  DYNAMIC HT  -         448.805 (meters)    1472.45  (feet)  COMP
 HF0418  MODELED GRAV-     979,806.8   (mgal)                       NAVD 88
 HF0418
 HF0418  VERT ORDER  -  SECOND    CLASS 0
 HF0418
 HF0418.The horizontal coordinates were scaled from a topographic map and have
 HF0418.an estimated accuracy of +/- 6 seconds.
 HF0418
 HF0418.The orthometric height was determined by differential leveling
 HF0418.and adjusted by the National Geodetic Survey in June 1991..
 HF0418
 HF0418.The geoid height was determined by GEOID03.
 HF0418
 HF0418.The dynamic height is computed by dividing the NAVD 88
 HF0418.geopotential number by the normal gravity value computed on the
 HF0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0418.degrees latitude (g = 980.6199 gals.).
 HF0418
 HF0418.The modeled gravity was interpolated from observed gravity values.
 HF0418
 HF0418;                    North         East    Units  Estimated Accuracy
 HF0418;SPC KS S     -   501,030.      559,240.      MT  (+/- 180 meters Scaled)
 HF0418
 HF0418                          SUPERSEDED SURVEY CONTROL
 HF0418
 HF0418  NGVD 29 (??/??/92)  448.990  (m)         1473.06   (f) ADJ UNCH    2 0
 HF0418
 HF0418.Superseded values are not recommended for survey control.
 HF0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0418.See file dsdata.txt to determine how the superseded data were derived.
 HF0418
 HF0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG033598(NAD 83)
 HF0418_MARKER: DB = BENCH MARK DISK
 HF0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0418_STAMPING: Q 334 1962
 HF0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0418+STABILITY: SURFACE MOTION
 HF0418
 HF0418  HISTORY     - Date     Condition        Report By
 HF0418  HISTORY     - 1962     MONUMENTED       CGS
 HF0418  HISTORY     - 20060815 MARK NOT FOUND   INDIV
 HF0418
 HF0418                          STATION DESCRIPTION
 HF0418
 HF0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0418'5.5 MI NW FROM LATHAM.
 HF0418'2.0 MILE NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0418'FROM THE STATION AT LATHAM, THENCE 3.5 MILES WEST ALONG GRAVEL
 HF0418'ROAD TO THE INTERSECTION OF A ROAD LEADING SOUTH, 41 FEET
 HF0418'NORTHWEST OF THE CENTER OF THE INTERSECTION, 27.5 FEET WEST OF
 HF0418'THE EXTENDED CENTERLINE OF ROAD LEADING SOUTH, 3.3 FEET NORTHWEST
 HF0418'OF A METAL WITNESS POST, 2.7 FEET SOUTHWEST OF FENCE CORNER,
 HF0418'AND PROJECTS 0.3 FEET ABOVE THE GROUND.  SET IN TOP OF A CONCRETE
 HF0418'POST.
 HF0418
 HF0418                          STATION RECOVERY (2006)
 HF0418
 HF0418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0234 ***********************************************************************
 HF0234  DESIGNATION -  Q 335
 HF0234  PID         -  HF0234
 HF0234  STATE/COUNTY-  KS/COWLEY
 HF0234  USGS QUAD   -  BURDEN (1979)
 HF0234
 HF0234                         *CURRENT SURVEY CONTROL
 HF0234  ___________________________________________________________________
 HF0234* NAD 83(1986)-  37 16 49.     (N)    096 51 40.     (W)     SCALED    
 HF0234* NAVD 88     -       416.616  (meters)    1366.85   (feet)  ADJUSTED  
 HF0234  ___________________________________________________________________
 HF0234  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0234  DYNAMIC HT  -         416.273 (meters)    1365.72  (feet)  COMP
 HF0234  MODELED GRAV-     979,794.9   (mgal)                       NAVD 88
 HF0234
 HF0234  VERT ORDER  -  SECOND    CLASS 0
 HF0234
 HF0234.The horizontal coordinates were scaled from a topographic map and have
 HF0234.an estimated accuracy of +/- 6 seconds.
 HF0234
 HF0234.The orthometric height was determined by differential leveling
 HF0234.and adjusted by the National Geodetic Survey in June 1991..
 HF0234
 HF0234.The geoid height was determined by GEOID03.
 HF0234
 HF0234.The dynamic height is computed by dividing the NAVD 88
 HF0234.geopotential number by the normal gravity value computed on the
 HF0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0234.degrees latitude (g = 980.6199 gals.).
 HF0234
 HF0234.The modeled gravity was interpolated from observed gravity values.
 HF0234
 HF0234;                    North         East    Units  Estimated Accuracy
 HF0234;SPC KS S     -   469,380.      545,340.      MT  (+/- 180 meters Scaled)
 HF0234
 HF0234                          SUPERSEDED SURVEY CONTROL
 HF0234
 HF0234  NGVD 29 (??/??/92)  416.501  (m)         1366.47   (f) ADJ UNCH    2 0
 HF0234
 HF0234.Superseded values are not recommended for survey control.
 HF0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0234.See file dsdata.txt to determine how the superseded data were derived.
 HF0234
 HF0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG896281(NAD 83)
 HF0234_MARKER: DB = BENCH MARK DISK
 HF0234_SETTING: 0 = UNSPECIFIED SETTING
 HF0234_STAMPING: Q 335 1962
 HF0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0234
 HF0234  HISTORY     - Date     Condition        Report By
 HF0234  HISTORY     - 1962     MONUMENTED       CGS
 HF0234
 HF0234                          STATION DESCRIPTION
 HF0234
 HF0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0234'3.8 MI SE FROM NEW SALEM.
 HF0234'1.9 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0234'FROM THE STATION SIGN AT NEW SALEM, THENCE 1.9 MILE SOUTH ALONG
 HF0234'A GRADED DIRT ROAD AT THE INTERSECTION OF AN EAST AND WEST DIRT
 HF0234'ROAD, 34.0 FEET SOUTHEAST OF THE INTERSECTION, 21.0 FEET EAST OF
 HF0234'THE NORTH AND SOUTH DIRT ROAD, 4.5 FEET SOUTHEAST OF A POWER
 HF0234'POLE, 2.5 FEET NORTHWEST OF A METAL WITNESS POST, AND 0.4 FEET
 HF0234'PROJECTION ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0626 ***********************************************************************
 HF0626  DESIGNATION -  Q 336
 HF0626  PID         -  HF0626
 HF0626  STATE/COUNTY-  KS/SUMNER
 HF0626  USGS QUAD   -  OXFORD (1965)
 HF0626
 HF0626                         *CURRENT SURVEY CONTROL
 HF0626  ___________________________________________________________________
 HF0626* NAD 83(1986)-  37 16 32.     (N)    097 14 47.     (W)     SCALED    
 HF0626* NAVD 88     -       380.056  (meters)    1246.90   (feet)  ADJUSTED  
 HF0626  ___________________________________________________________________
 HF0626  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 HF0626  DYNAMIC HT  -         379.748 (meters)    1245.89  (feet)  COMP
 HF0626  MODELED GRAV-     979,810.6   (mgal)                       NAVD 88
 HF0626
 HF0626  VERT ORDER  -  SECOND    CLASS 0
 HF0626
 HF0626.The horizontal coordinates were scaled from a topographic map and have
 HF0626.an estimated accuracy of +/- 6 seconds.
 HF0626
 HF0626.The orthometric height was determined by differential leveling
 HF0626.and adjusted by the National Geodetic Survey in June 1991..
 HF0626
 HF0626.The geoid height was determined by GEOID03.
 HF0626
 HF0626.The dynamic height is computed by dividing the NAVD 88
 HF0626.geopotential number by the normal gravity value computed on the
 HF0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0626.degrees latitude (g = 980.6199 gals.).
 HF0626
 HF0626.The modeled gravity was interpolated from observed gravity values.
 HF0626
 HF0626;                    North         East    Units  Estimated Accuracy
 HF0626;SPC KS S     -   468,330.      511,180.      MT  (+/- 180 meters Scaled)
 HF0626
 HF0626                          SUPERSEDED SURVEY CONTROL
 HF0626
 HF0626  NGVD 29 (??/??/92)  379.945  (m)         1246.54   (f) ADJ UNCH    2 0
 HF0626
 HF0626.Superseded values are not recommended for survey control.
 HF0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0626.See file dsdata.txt to determine how the superseded data were derived.
 HF0626
 HF0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG554268(NAD 83)
 HF0626_MARKER: DB = BENCH MARK DISK
 HF0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0626_SP_SET: CULVERT
 HF0626_STAMPING: Q 336 1962
 HF0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0626
 HF0626  HISTORY     - Date     Condition        Report By
 HF0626  HISTORY     - 1962     MONUMENTED       CGS
 HF0626
 HF0626                          STATION DESCRIPTION
 HF0626
 HF0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0626'4.4 MI W FROM OXFORD.
 HF0626'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0626'THENCE 4.4 MILES WEST ALONG U.S. HIGHWAY 160, SET IN THE TOP
 HF0626'OF THE EAST END OF THE SOUTH WINGWALL OF A CULVERT, 15.0 FEET
 HF0626'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.0 FEET WEST OF THE
 HF0626'EAST END OF THE CULVERT, AND ABOUT LEVEL WITH THE SURFACE OF THE
 HF0626'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0676 ***********************************************************************
 HF0676  DESIGNATION -  Q 337
 HF0676  PID         -  HF0676
 HF0676  STATE/COUNTY-  KS/COWLEY
 HF0676  USGS QUAD   -  UDALL (1983)
 HF0676
 HF0676                         *CURRENT SURVEY CONTROL
 HF0676  ___________________________________________________________________
 HF0676* NAD 83(1986)-  37 27 40.     (N)    097 00 44.     (W)     SCALED    
 HF0676* NAVD 88     -       356.452  (meters)    1169.46   (feet)  ADJUSTED  
 HF0676  ___________________________________________________________________
 HF0676  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0676  DYNAMIC HT  -         356.168 (meters)    1168.53  (feet)  COMP
 HF0676  MODELED GRAV-     979,822.3   (mgal)                       NAVD 88
 HF0676
 HF0676  VERT ORDER  -  SECOND    CLASS 0
 HF0676
 HF0676.The horizontal coordinates were scaled from a topographic map and have
 HF0676.an estimated accuracy of +/- 6 seconds.
 HF0676
 HF0676.The orthometric height was determined by differential leveling
 HF0676.and adjusted by the National Geodetic Survey in June 1991..
 HF0676
 HF0676.The geoid height was determined by GEOID03.
 HF0676
 HF0676.The dynamic height is computed by dividing the NAVD 88
 HF0676.geopotential number by the normal gravity value computed on the
 HF0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0676.degrees latitude (g = 980.6199 gals.).
 HF0676
 HF0676.The modeled gravity was interpolated from observed gravity values.
 HF0676
 HF0676;                    North         East    Units  Estimated Accuracy
 HF0676;SPC KS S     -   489,220.      531,620.      MT  (+/- 180 meters Scaled)
 HF0676
 HF0676                          SUPERSEDED SURVEY CONTROL
 HF0676
 HF0676  NGVD 29 (??/??/92)  356.326  (m)         1169.05   (f) ADJ UNCH    2 0
 HF0676
 HF0676.Superseded values are not recommended for survey control.
 HF0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0676.See file dsdata.txt to determine how the superseded data were derived.
 HF0676
 HF0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG758478(NAD 83)
 HF0676_MARKER: DB = BENCH MARK DISK
 HF0676_SETTING: 0 = UNSPECIFIED SETTING
 HF0676_STAMPING: Q 337 1962
 HF0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0676
 HF0676  HISTORY     - Date     Condition        Report By
 HF0676  HISTORY     - 1962     MONUMENTED       CGS
 HF0676  HISTORY     - 1974     GOOD             KSHC
 HF0676
 HF0676                          STATION DESCRIPTION
 HF0676
 HF0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0676'1.6 MI N FROM ROCK.
 HF0676'1.6 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0676'FROM THE STATION AT ROCK, 2 POLES NORTH OF MILE POST 201, 41.2
 HF0676'FEET EAST OF THE EAST RAIL, 6.9 FEET SOUTHWEST OF A FENCE
 HF0676'CORNER POST, 3.9 FEET NORTH OF A TELEPHONE POLE, 2.4 FEET WEST
 HF0676'OF A METAL WITNESS POST, AND ABOUT 6 FEET BELOW THE LEVEL
 HF0676'OF THE RAILS.
 HF0676
 HF0676                          STATION RECOVERY (1974)
 HF0676
 HF0676'RECOVERY NOTE BY KS HIGHWAY COMM 1974
 HF0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0582 ***********************************************************************
 JF0582  DESIGNATION -  Q 338
 JF0582  PID         -  JF0582
 JF0582  STATE/COUNTY-  KS/SALINE
 JF0582  USGS QUAD   -  NILES (1978)
 JF0582
 JF0582                         *CURRENT SURVEY CONTROL
 JF0582  ___________________________________________________________________
 JF0582* NAD 83(1986)-  38 53 28.     (N)    097 28 57.     (W)     SCALED    
 JF0582* NAVD 88     -       361.510  (meters)    1186.05   (feet)  ADJUSTED  
 JF0582  ___________________________________________________________________
 JF0582  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 JF0582  DYNAMIC HT  -         361.275 (meters)    1185.28  (feet)  COMP
 JF0582  MODELED GRAV-     979,965.7   (mgal)                       NAVD 88
 JF0582
 JF0582  VERT ORDER  -  SECOND    CLASS 0
 JF0582
 JF0582.The horizontal coordinates were scaled from a topographic map and have
 JF0582.an estimated accuracy of +/- 6 seconds.
 JF0582
 JF0582.The orthometric height was determined by differential leveling
 JF0582.and adjusted by the National Geodetic Survey in June 1991..
 JF0582
 JF0582.The geoid height was determined by GEOID03.
 JF0582
 JF0582.The dynamic height is computed by dividing the NAVD 88
 JF0582.geopotential number by the normal gravity value computed on the
 JF0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0582.degrees latitude (g = 980.6199 gals.).
 JF0582
 JF0582.The modeled gravity was interpolated from observed gravity values.
 JF0582
 JF0582;                    North         East    Units  Estimated Accuracy
 JF0582;SPC KS N     -    62,050.      444,900.      MT  (+/- 180 meters Scaled)
 JF0582
 JF0582                          SUPERSEDED SURVEY CONTROL
 JF0582
 JF0582  NGVD 29 (??/??/92)  361.420  (m)         1185.76   (f) ADJ UNCH    2 0
 JF0582
 JF0582.Superseded values are not recommended for survey control.
 JF0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0582.See file dsdata.txt to determine how the superseded data were derived.
 JF0582
 JF0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ316057(NAD 83)
 JF0582_MARKER: DB = BENCH MARK DISK
 JF0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0582_SP_SET: BRIDGE
 JF0582_STAMPING: Q 338 1970
 JF0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0582
 JF0582  HISTORY     - Date     Condition        Report By
 JF0582  HISTORY     - 1970     MONUMENTED       NGS
 JF0582  HISTORY     - 1973     GOOD             NGS
 JF0582
 JF0582                          STATION DESCRIPTION
 JF0582
 JF0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0582'8.5 MI E FROM SALINA.
 JF0582'ABOUT 7.45 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF0582'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA THENCE ABOUT 1.05 MILES
 JF0582'SOUTH ALONG STATE HIGHWAY 220, 12 FEET EAST OF THE CENTER LINE
 JF0582'OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST
 JF0582'CONCRETE HEADWALL FOR A 12-FOOT CONCRETE BRIDGE, 1.8 FEET SOUTH
 JF0582'OF THE NORTH END OF THE HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 JF0582'SECTION 30, T 13 S, R 1 W
 JF0582
 JF0582                          STATION RECOVERY (1973)
 JF0582
 JF0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JF0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0583 ***********************************************************************
 JF0583  DESIGNATION -  Q 338 RESET
 JF0583  PID         -  JF0583
 JF0583  STATE/COUNTY-  KS/SALINE
 JF0583  USGS QUAD   -  NILES (1978)
 JF0583
 JF0583                         *CURRENT SURVEY CONTROL
 JF0583  ___________________________________________________________________
 JF0583* NAD 83(1986)-  38 53 28.     (N)    097 28 57.     (W)     SCALED    
 JF0583* NAVD 88     -       360.805  (meters)    1183.74   (feet)  ADJUSTED  
 JF0583  ___________________________________________________________________
 JF0583  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 JF0583  DYNAMIC HT  -         360.570 (meters)    1182.97  (feet)  COMP
 JF0583  MODELED GRAV-     979,965.7   (mgal)                       NAVD 88
 JF0583
 JF0583  VERT ORDER  -  FIRST     CLASS II
 JF0583
 JF0583.The horizontal coordinates were scaled from a topographic map and have
 JF0583.an estimated accuracy of +/- 6 seconds.
 JF0583
 JF0583.The orthometric height was determined by differential leveling
 JF0583.and adjusted by the National Geodetic Survey in June 1991..
 JF0583
 JF0583.The geoid height was determined by GEOID03.
 JF0583
 JF0583.The dynamic height is computed by dividing the NAVD 88
 JF0583.geopotential number by the normal gravity value computed on the
 JF0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0583.degrees latitude (g = 980.6199 gals.).
 JF0583
 JF0583.The modeled gravity was interpolated from observed gravity values.
 JF0583
 JF0583;                    North         East    Units  Estimated Accuracy
 JF0583;SPC KS N     -    62,050.      444,900.      MT  (+/- 180 meters Scaled)
 JF0583
 JF0583                          SUPERSEDED SURVEY CONTROL
 JF0583
 JF0583.No superseded survey control is available for this station.
 JF0583
 JF0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ316057(NAD 83)
 JF0583_MARKER: DB = BENCH MARK DISK
 JF0583_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JF0583+WITH SETTING: INTO GROUND
 JF0583_SP_SET: METAL ROD WITH BASE PLATE
 JF0583_STAMPING: Q 338 RESET 1973
 JF0583_MARK LOGO: CGS   
 JF0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0583+STABILITY: SURFACE MOTION
 JF0583
 JF0583  HISTORY     - Date     Condition        Report By
 JF0583  HISTORY     - 1973     MONUMENTED       NGS
 JF0583  HISTORY     - 1976     GOOD             KSWRB
 JF0583  HISTORY     - 1986     GOOD             NGS
 JF0583
 JF0583                          STATION DESCRIPTION
 JF0583
 JF0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JF0583'8.5 MI E FROM SALINA.
 JF0583'ABOUT 7.45 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM I-70
 JF0583'OVERPASS OVER U.S. HIGHWAY 81 AT SALINA, THENCE ABOUT 1.05 MILES
 JF0583'SOUTH ALONG STATE HIGHWAY 220 TO METAL CULVERTS AND THE BENCH
 JF0583'MARK ON THE LEFT, 30 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 JF0583'1 FOOT SOUTH OF A METAL WITNESS POST.  THE BENCH MARK IS A
 JF0583'STANDARD DISK STAMPED Q 338 RESET 1973, CRIMPED TO THE TOP OF
 JF0583'A 5/8 INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED AT THE
 JF0583'BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH WITH THE GROUND
 JF0583'SURFACE.
 JF0583
 JF0583                          STATION RECOVERY (1976)
 JF0583
 JF0583'RECOVERY NOTE BY KANSAS WATER RESOURCES BOARD 1976
 JF0583'RECOVERED IN GOOD CONDITION.
 JF0583
 JF0583                          STATION RECOVERY (1986)
 JF0583
 JF0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1176 ***********************************************************************
 JF1176  DESIGNATION -  Q 339
 JF1176  PID         -  JF1176
 JF1176  STATE/COUNTY-  KS/MCPHERSON
 JF1176  USGS QUAD   -  LINDSBORG SE (1979)
 JF1176
 JF1176                         *CURRENT SURVEY CONTROL
 JF1176  ___________________________________________________________________
 JF1176* NAD 83(1986)-  38 33 04.     (N)    097 37 18.     (W)     SCALED    
 JF1176* NAVD 88     -       420.111  (meters)    1378.31   (feet)  ADJUSTED  
 JF1176  ___________________________________________________________________
 JF1176  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF1176  DYNAMIC HT  -         419.815 (meters)    1377.34  (feet)  COMP
 JF1176  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 JF1176
 JF1176  VERT ORDER  -  FIRST     CLASS II
 JF1176
 JF1176.The horizontal coordinates were scaled from a topographic map and have
 JF1176.an estimated accuracy of +/- 6 seconds.
 JF1176
 JF1176.The orthometric height was determined by differential leveling
 JF1176.and adjusted by the National Geodetic Survey in June 1991..
 JF1176
 JF1176.The geoid height was determined by GEOID03.
 JF1176
 JF1176.The dynamic height is computed by dividing the NAVD 88
 JF1176.geopotential number by the normal gravity value computed on the
 JF1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1176.degrees latitude (g = 980.6199 gals.).
 JF1176
 JF1176.The modeled gravity was interpolated from observed gravity values.
 JF1176
 JF1176;                    North         East    Units  Estimated Accuracy
 JF1176;SPC KS S     -   609,510.      476,560.      MT  (+/- 180 meters Scaled)
 JF1176
 JF1176                          SUPERSEDED SURVEY CONTROL
 JF1176
 JF1176  NGVD 29 (??/??/92)  419.973  (m)         1377.86   (f) ADJ UNCH    1 2
 JF1176
 JF1176.Superseded values are not recommended for survey control.
 JF1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1176.See file dsdata.txt to determine how the superseded data were derived.
 JF1176
 JF1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH201678(NAD 83)
 JF1176_MARKER: DB = BENCH MARK DISK
 JF1176_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JF1176_SP_SET: BRIDGE ABUTMENT
 JF1176_STAMPING: Q 339 1970
 JF1176_MARK LOGO: CGS   
 JF1176_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF1176+STABILITY: POSITION/ELEVATION WELL
 JF1176
 JF1176  HISTORY     - Date     Condition        Report By
 JF1176  HISTORY     - 1970     MONUMENTED       NGS
 JF1176  HISTORY     - 1986     GOOD             NGS
 JF1176
 JF1176                          STATION DESCRIPTION
 JF1176
 JF1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1176'12.4 MI N FROM MC PHERSON.
 JF1176'ABOUT 12.35 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1176'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, AT THE
 JF1176'LINDSBORG-ROXBURY EXIT, SET IN THE TOP OF THE WEST END OF THE
 JF1176'SOUTH CONCRETE ABUTMENT OF THE MORE EASTERLY HIGHWAY OVERPASS
 JF1176'FOR A PAVED ROAD, 20 FEET WEST OF THE CENTER LINE OF THE EAST
 JF1176'TRAFFIC LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 JF1176'SECTION 26, T17S, R3W.
 JF1176
 JF1176                          STATION RECOVERY (1986)
 JF1176
 JF1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0608 ***********************************************************************
 HH0608  DESIGNATION -  Q 34
 HH0608  PID         -  HH0608
 HH0608  STATE/COUNTY-  KS/FORD
 HH0608  USGS QUAD   -  SOUTH DODGE (1984)
 HH0608
 HH0608                         *CURRENT SURVEY CONTROL
 HH0608  ___________________________________________________________________
 HH0608* NAD 83(1986)-  37 44 34.     (N)    100 01 31.     (W)     SCALED    
 HH0608* NAVD 88     -       756.579  (meters)    2482.21   (feet)  ADJUSTED  
 HH0608  ___________________________________________________________________
 HH0608  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 HH0608  DYNAMIC HT  -         755.922 (meters)    2480.05  (feet)  COMP
 HH0608  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
 HH0608
 HH0608  VERT ORDER  -  FIRST     CLASS II
 HH0608
 HH0608.The horizontal coordinates were scaled from a topographic map and have
 HH0608.an estimated accuracy of +/- 6 seconds.
 HH0608
 HH0608.The orthometric height was determined by differential leveling
 HH0608.and adjusted by the National Geodetic Survey in June 1991..
 HH0608
 HH0608.The geoid height was determined by GEOID03.
 HH0608
 HH0608.The dynamic height is computed by dividing the NAVD 88
 HH0608.geopotential number by the normal gravity value computed on the
 HH0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0608.degrees latitude (g = 980.6199 gals.).
 HH0608
 HH0608.The modeled gravity was interpolated from observed gravity values.
 HH0608
 HH0608;                    North         East    Units  Estimated Accuracy
 HH0608;SPC KS S     -   520,530.      265,580.      MT  (+/- 180 meters Scaled)
 HH0608
 HH0608                          SUPERSEDED SURVEY CONTROL
 HH0608
 HH0608  NGVD 29 (??/??/92)  756.244  (m)         2481.11   (f) ADJ UNCH    1 2
 HH0608
 HH0608.Superseded values are not recommended for survey control.
 HH0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0608.See file dsdata.txt to determine how the superseded data were derived.
 HH0608
 HH0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG096777(NAD 83)
 HH0608_MARKER: DB = BENCH MARK DISK
 HH0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0608_STAMPING: Q 34 1934
 HH0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0608+STABILITY: SURFACE MOTION
 HH0608
 HH0608  HISTORY     - Date     Condition        Report By
 HH0608  HISTORY     - 1934     MONUMENTED       CGS
 HH0608  HISTORY     - 1935     GOOD             NGS
 HH0608
 HH0608                          STATION DESCRIPTION
 HH0608
 HH0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0608'1.2 MI SE FROM DODGE CITY.
 HH0608'ABOUT 1.2 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0608'PACIFIC RAILWAY FROM THE STATION AT DODGE CITY, FORD COUNTY,
 HH0608'ABOUT 130 YARDS SOUTH OF THE SOUTH END OF THE BRIDGE OVER
 HH0608'ARKANSAS RIVER, ABOUT 100 YARDS SOUTH OF A POINT OF SWITCH,
 HH0608'77 FEET EAST OF THE CENTER LINE OF THE TRACK LEADING TO BOISE
 HH0608'CITY, AND 19 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK.
 HH0608'A STANDARD DISK, STAMPED Q 34 1934 AND SET IN THE TOP OF A
 HH0608'CONCRETE POST.
 HH0608
 HH0608                          STATION RECOVERY (1935)
 HH0608
 HH0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HH0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0977 ***********************************************************************
 JF0977  DESIGNATION -  Q 340
 JF0977  PID         -  JF0977
 JF0977  STATE/COUNTY-  KS/MCPHERSON
 JF0977  USGS QUAD   -  LINDSBORG SE (1979)
 JF0977
 JF0977                         *CURRENT SURVEY CONTROL
 JF0977  ___________________________________________________________________
 JF0977* NAD 83(1986)-  38 31 18.     (N)    097 37 13.     (W)     SCALED    
 JF0977* NAVD 88     -       428.063  (meters)    1404.40   (feet)  ADJUSTED  
 JF0977  ___________________________________________________________________
 JF0977  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 JF0977  DYNAMIC HT  -         427.760 (meters)    1403.41  (feet)  COMP
 JF0977  MODELED GRAV-     979,907.7   (mgal)                       NAVD 88
 JF0977
 JF0977  VERT ORDER  -  FIRST     CLASS II
 JF0977
 JF0977.The horizontal coordinates were scaled from a topographic map and have
 JF0977.an estimated accuracy of +/- 6 seconds.
 JF0977
 JF0977.The orthometric height was determined by differential leveling
 JF0977.and adjusted by the National Geodetic Survey in June 1991..
 JF0977.WARNING-Repeat measurements at this control monument indicate possible
 JF0977.vertical movement.
 JF0977
 JF0977.The geoid height was determined by GEOID03.
 JF0977
 JF0977.The dynamic height is computed by dividing the NAVD 88
 JF0977.geopotential number by the normal gravity value computed on the
 JF0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0977.degrees latitude (g = 980.6199 gals.).
 JF0977
 JF0977.The modeled gravity was interpolated from observed gravity values.
 JF0977
 JF0977;                    North         East    Units  Estimated Accuracy
 JF0977;SPC KS S     -   606,250.      476,720.      MT  (+/- 180 meters Scaled)
 JF0977
 JF0977                          SUPERSEDED SURVEY CONTROL
 JF0977
 JF0977  NGVD 29 (??/??/92)  427.951  (m)         1404.04   (f) ADJ UNCH    1 2
 JF0977
 JF0977.Superseded values are not recommended for survey control.
 JF0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0977.See file dsdata.txt to determine how the superseded data were derived.
 JF0977
 JF0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH202646(NAD 83)
 JF0977_MARKER: DB = BENCH MARK DISK
 JF0977_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF0977_SP_SET: COPPER-CLAD STEEL ROD
 JF0977_STAMPING: Q 340 1970
 JF0977_MARK LOGO: CGS   
 JF0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0977
 JF0977  HISTORY     - Date     Condition        Report By
 JF0977  HISTORY     - 1970     MONUMENTED       NGS
 JF0977  HISTORY     - 1986     GOOD             NGS
 JF0977
 JF0977                          STATION DESCRIPTION
 JF0977
 JF0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0977'10.4 MI N FROM MC PHERSON.
 JF0977'ABOUT 10.35 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF0977'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, AT HIGHWAY
 JF0977'UNDERPASS NUMBER 27.95 FOR A ROAD, IN THE MEDIAN BETWEEN THE
 JF0977'TWO LANES OF THE HIGHWAY, 38 FEET EAST OF THE CENTER LINE OF
 JF0977'THE WEST TRAFFIC LANES OF THE HIGHWAY, 12 FEET SOUTHWEST OF
 JF0977'THE CENTER OF THE NORTH LEG OF THE CENTER PIER OF THE OVERPASS,
 JF0977'6 1/2 FEET NORTHWEST OF THE CENTER OF THE SOUTH LEG OF THE
 JF0977'CENTER PIER OF THE UNDERPASS, 1 FOOT EAST OF THE WEST GUARDRAIL,
 JF0977'0.6 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW
 JF0977'THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER
 JF0977'COATED ROD THAT IS DRIVEN TO REFUSAL AT 15.8 FEET AND IS ENCASED
 JF0977'IN A 4-INCH PLASTIC PIPE WHICH PROJECTS 0.4 FEET.  SECTION 35
 JF0977'AND 2, T17 AND 18S, R3W.
 JF0977
 JF0977                          STATION RECOVERY (1986)
 JF0977
 JF0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0636 ***********************************************************************
 JF0636  DESIGNATION -  Q 341
 JF0636  PID         -  JF0636
 JF0636  STATE/COUNTY-  KS/DICKINSON
 JF0636  USGS QUAD   -  CHAPMAN (1979)
 JF0636
 JF0636                         *CURRENT SURVEY CONTROL
 JF0636  ___________________________________________________________________
 JF0636* NAD 83(1986)-  38 57 55.     (N)    097 05 36.     (W)     SCALED    
 JF0636* NAVD 88     -       353.921  (meters)    1161.16   (feet)  ADJUSTED  
 JF0636  ___________________________________________________________________
 JF0636  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 JF0636  DYNAMIC HT  -         353.674 (meters)    1160.35  (feet)  COMP
 JF0636  MODELED GRAV-     979,919.3   (mgal)                       NAVD 88
 JF0636
 JF0636  VERT ORDER  -  FIRST     CLASS II
 JF0636
 JF0636.The horizontal coordinates were scaled from a topographic map and have
 JF0636.an estimated accuracy of +/- 6 seconds.
 JF0636
 JF0636.The orthometric height was determined by differential leveling
 JF0636.and adjusted by the National Geodetic Survey in June 1991..
 JF0636
 JF0636.The geoid height was determined by GEOID03.
 JF0636
 JF0636.The dynamic height is computed by dividing the NAVD 88
 JF0636.geopotential number by the normal gravity value computed on the
 JF0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0636.degrees latitude (g = 980.6199 gals.).
 JF0636
 JF0636.The modeled gravity was interpolated from observed gravity values.
 JF0636
 JF0636;                    North         East    Units  Estimated Accuracy
 JF0636;SPC KS N     -    70,550.      478,580.      MT  (+/- 180 meters Scaled)
 JF0636
 JF0636                          SUPERSEDED SURVEY CONTROL
 JF0636
 JF0636  NGVD 29 (??/??/92)  353.812  (m)         1160.80   (f) ADJ UNCH    1 2
 JF0636
 JF0636.Superseded values are not recommended for survey control.
 JF0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0636.See file dsdata.txt to determine how the superseded data were derived.
 JF0636
 JF0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ651146(NAD 83)
 JF0636_MARKER: DB = BENCH MARK DISK
 JF0636_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JF0636_SP_SET: HEADWALL
 JF0636_STAMPING: Q 341 1970
 JF0636_MARK LOGO: NGS   
 JF0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0636
 JF0636  HISTORY     - Date     Condition        Report By
 JF0636  HISTORY     - 1970     MONUMENTED       NGS
 JF0636  HISTORY     - 1986     GOOD             NGS
 JF0636
 JF0636                          STATION DESCRIPTION
 JF0636
 JF0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0636'4.2 MI W FROM CHAPMAN.
 JF0636'ABOUT 4.15 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 JF0636'HIGHWAY OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN, 1.1 MILES
 JF0636'NORTHEAST OF THE HIGHWAY OVERPASS FOR STATE HIGHWAY 43, 33 1/2
 JF0636'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTH LANES OF THE
 JF0636'HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 JF0636'CONCRETE HEADWALL OF A HIGHWAY OVERPASS FOR A GRAVELED ROAD,
 JF0636'1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, AND
 JF0636'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 33,
 JF0636'T 12 S, R 3 E.
 JF0636
 JF0636                          STATION RECOVERY (1986)
 JF0636
 JF0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0267 ***********************************************************************
 KF0267  DESIGNATION -  Q 342
 KF0267  PID         -  KF0267
 KF0267  STATE/COUNTY-  KS/GEARY
 KF0267  USGS QUAD   -  OGDEN (1982)
 KF0267
 KF0267                         *CURRENT SURVEY CONTROL
 KF0267  ___________________________________________________________________
 KF0267* NAD 83(1986)-  39 04 00.     (N)    096 39 10.     (W)     SCALED    
 KF0267* NAVD 88     -       339.751  (meters)    1114.67   (feet)  ADJUSTED  
 KF0267  ___________________________________________________________________
 KF0267  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 KF0267  DYNAMIC HT  -         339.518 (meters)    1113.90  (feet)  COMP
 KF0267  MODELED GRAV-     979,932.2   (mgal)                       NAVD 88
 KF0267
 KF0267  VERT ORDER  -  SECOND    CLASS 0
 KF0267
 KF0267.The horizontal coordinates were scaled from a topographic map and have
 KF0267.an estimated accuracy of +/- 6 seconds.
 KF0267
 KF0267.The orthometric height was determined by differential leveling
 KF0267.and adjusted by the National Geodetic Survey in June 1991..
 KF0267
 KF0267.The geoid height was determined by GEOID03.
 KF0267
 KF0267.The dynamic height is computed by dividing the NAVD 88
 KF0267.geopotential number by the normal gravity value computed on the
 KF0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0267.degrees latitude (g = 980.6199 gals.).
 KF0267
 KF0267.The modeled gravity was interpolated from observed gravity values.
 KF0267
 KF0267;                    North         East    Units  Estimated Accuracy
 KF0267;SPC KS N     -    82,280.      516,590.      MT  (+/- 180 meters Scaled)
 KF0267
 KF0267                          SUPERSEDED SURVEY CONTROL
 KF0267
 KF0267  NGVD 29 (??/??/92)  339.627  (m)         1114.26   (f) ADJ UNCH    2 0
 KF0267
 KF0267.Superseded values are not recommended for survey control.
 KF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0267.See file dsdata.txt to determine how the superseded data were derived.
 KF0267
 KF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ030267(NAD 83)
 KF0267_MARKER: DB = BENCH MARK DISK
 KF0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0267_SP_SET: ABUTMENT
 KF0267_STAMPING: Q 342 1970
 KF0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0267
 KF0267  HISTORY     - Date     Condition        Report By
 KF0267  HISTORY     - 1970     MONUMENTED       NGS
 KF0267
 KF0267                          STATION DESCRIPTION
 KF0267
 KF0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0267'10.8 MI E FROM JUNCTION CITY.
 KF0267'ABOUT 10.8 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0267'HIGHWAY OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY,
 KF0267'0.3 MILE EAST OF MC DOWELL CREEK ROAD OVERPASS NUMBER 18.08 OVER
 KF0267'THE HIGHWAY, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE SOUTH
 KF0267'LANES OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE
 KF0267'EAST CONCRETE ABUTMENT OF THE MORE SOUTHERLY OF TWO HIGHWAY BRIDGES
 KF0267'OVER A SMALL STREAM, AND ABOUT LEVEL WITH THE HIGHWAY.  SEC 28,
 KF0267'T11S, R7E NOTE-- THE NUMBER OF THE HIGHWAY BRIDGE IN WHICH THE
 KF0267'MARK IS SET IS 18.33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0164 ***********************************************************************
 KF0164  DESIGNATION -  Q 343
 KF0164  PID         -  KF0164
 KF0164  STATE/COUNTY-  KS/WABAUNSEE
 KF0164  USGS QUAD   -  ALMA (1978)
 KF0164
 KF0164                         *CURRENT SURVEY CONTROL
 KF0164  ___________________________________________________________________
 KF0164* NAD 83(1986)-  39 03 55.     (N)    096 18 06.     (W)     SCALED    
 KF0164* NAVD 88     -       365.323  (meters)    1198.56   (feet)  ADJUSTED  
 KF0164  ___________________________________________________________________
 KF0164  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 KF0164  DYNAMIC HT  -         365.079 (meters)    1197.76  (feet)  COMP
 KF0164  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 KF0164
 KF0164  VERT ORDER  -  SECOND    CLASS 0
 KF0164
 KF0164.The horizontal coordinates were scaled from a topographic map and have
 KF0164.an estimated accuracy of +/- 6 seconds.
 KF0164
 KF0164.The orthometric height was determined by differential leveling
 KF0164.and adjusted by the National Geodetic Survey in June 1991..
 KF0164
 KF0164.The geoid height was determined by GEOID03.
 KF0164
 KF0164.The dynamic height is computed by dividing the NAVD 88
 KF0164.geopotential number by the normal gravity value computed on the
 KF0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0164.degrees latitude (g = 980.6199 gals.).
 KF0164
 KF0164.The modeled gravity was interpolated from observed gravity values.
 KF0164
 KF0164;                    North         East    Units  Estimated Accuracy
 KF0164;SPC KS N     -    82,630.      546,970.      MT  (+/- 180 meters Scaled)
 KF0164
 KF0164                          SUPERSEDED SURVEY CONTROL
 KF0164
 KF0164  NGVD 29 (??/??/92)  365.188  (m)         1198.12   (f) ADJ UNCH    2 0
 KF0164
 KF0164.Superseded values are not recommended for survey control.
 KF0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0164.See file dsdata.txt to determine how the superseded data were derived.
 KF0164
 KF0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ334274(NAD 83)
 KF0164_MARKER: DB = BENCH MARK DISK
 KF0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0164_SP_SET: CULVERT
 KF0164_STAMPING: Q 343 1970
 KF0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0164
 KF0164  HISTORY     - Date     Condition        Report By
 KF0164  HISTORY     - 1970     MONUMENTED       NGS
 KF0164
 KF0164                          STATION DESCRIPTION
 KF0164
 KF0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0164'0.6 MI W FROM ALMA.
 KF0164'ABOUT 0.65 MILE WEST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0164'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 50 1/2 FEET
 KF0164'SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 KF0164'SET IN THE TOP AND 1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 KF0164'SOUTHWEST CONCRETE HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT
 KF0164'UNDER THE HIGHWAY, AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 KF0164'HIGHWAY.  THE CULVERT PASSES NORTHEAST-SOUTHWEST UNDER THE
 KF0164'LANES OF THE HIGHWAY.  SECTION 28, T 11S, R 10E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0183 ***********************************************************************
 KF0183  DESIGNATION -  Q 344
 KF0183  PID         -  KF0183
 KF0183  STATE/COUNTY-  KS/WABAUNSEE
 KF0183  USGS QUAD   -  MC FARLAND (1978)
 KF0183
 KF0183                         *CURRENT SURVEY CONTROL
 KF0183  ___________________________________________________________________
 KF0183* NAD 83(1986)-  39 03 31.     (N)    096 07 46.     (W)     SCALED    
 KF0183* NAVD 88     -       329.052  (meters)    1079.56   (feet)  ADJUSTED  
 KF0183  ___________________________________________________________________
 KF0183  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 KF0183  DYNAMIC HT  -         328.834 (meters)    1078.85  (feet)  COMP
 KF0183  MODELED GRAV-     979,954.6   (mgal)                       NAVD 88
 KF0183
 KF0183  VERT ORDER  -  SECOND    CLASS 0
 KF0183
 KF0183.The horizontal coordinates were scaled from a topographic map and have
 KF0183.an estimated accuracy of +/- 6 seconds.
 KF0183
 KF0183.The orthometric height was determined by differential leveling
 KF0183.and adjusted by the National Geodetic Survey in June 1991..
 KF0183
 KF0183.The geoid height was determined by GEOID03.
 KF0183
 KF0183.The dynamic height is computed by dividing the NAVD 88
 KF0183.geopotential number by the normal gravity value computed on the
 KF0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0183.degrees latitude (g = 980.6199 gals.).
 KF0183
 KF0183.The modeled gravity was interpolated from observed gravity values.
 KF0183
 KF0183;                    North         East    Units  Estimated Accuracy
 KF0183;SPC KS N     -    82,190.      561,890.      MT  (+/- 180 meters Scaled)
 KF0183
 KF0183                          SUPERSEDED SURVEY CONTROL
 KF0183
 KF0183  NGVD 29 (??/??/92)  328.912  (m)         1079.11   (f) ADJ UNCH    2 0
 KF0183
 KF0183.Superseded values are not recommended for survey control.
 KF0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0183.See file dsdata.txt to determine how the superseded data were derived.
 KF0183
 KF0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ483272(NAD 83)
 KF0183_MARKER: DB = BENCH MARK DISK
 KF0183_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KF0183_SP_SET: UNSPECIFIED ROCK
 KF0183_STAMPING: Q 344 1970
 KF0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0183
 KF0183  HISTORY     - Date     Condition        Report By
 KF0183  HISTORY     - 1970     MONUMENTED       NGS
 KF0183
 KF0183                          STATION DESCRIPTION
 KF0183
 KF0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0183'8.7 MI E FROM ALMA.
 KF0183'ABOUT 8.7 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0183'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, ON THE WEST SLOPE
 KF0183'OF A HILL, 111 FEET EAST OF THE NORTH LEG OF A SIGN WITH THE
 KF0183'LETTERS REST AREA LEFT LANE, 65 FEET NORTH OF THE CENTER LINE
 KF0183'OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP OF A 10- X 3-FOOT
 KF0183'EXPOSED PORTION OF ROCK THAT PROJECTS 0.2 FOOT, 17.5 FEET
 KF0183'SOUTH OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE
 KF0183'SOUTH LANES OF THE HIGHWAY.  SECTION 30, T 11S, R 12E NOTE-- 0.1
 KF0183'MILE SOUTH OF THE NORTH LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0919 ***********************************************************************
 KE0919  DESIGNATION -  Q 345
 KE0919  PID         -  KE0919
 KE0919  STATE/COUNTY-  KS/SHAWNEE
 KE0919  USGS QUAD   -  TOPEKA (1983)
 KE0919
 KE0919                         *CURRENT SURVEY CONTROL
 KE0919  ___________________________________________________________________
 KE0919* NAD 83(1986)-  39 03 42.     (N)    095 44 25.     (W)     SCALED    
 KE0919* NAVD 88     -       290.080  (meters)     951.70   (feet)  ADJUSTED  
 KE0919  ___________________________________________________________________
 KE0919  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 KE0919  DYNAMIC HT  -         289.891 (meters)     951.08  (feet)  COMP
 KE0919  MODELED GRAV-     979,970.9   (mgal)                       NAVD 88
 KE0919
 KE0919  VERT ORDER  -  SECOND    CLASS 0
 KE0919
 KE0919.The horizontal coordinates were scaled from a topographic map and have
 KE0919.an estimated accuracy of +/- 6 seconds.
 KE0919
 KE0919.The orthometric height was determined by differential leveling
 KE0919.and adjusted by the National Geodetic Survey in June 1991..
 KE0919
 KE0919.The geoid height was determined by GEOID03.
 KE0919
 KE0919.The dynamic height is computed by dividing the NAVD 88
 KE0919.geopotential number by the normal gravity value computed on the
 KE0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0919.degrees latitude (g = 980.6199 gals.).
 KE0919
 KE0919.The modeled gravity was interpolated from observed gravity values.
 KE0919
 KE0919;                    North         East    Units  Estimated Accuracy
 KE0919;SPC KS N     -    83,290.      595,550.      MT  (+/- 180 meters Scaled)
 KE0919
 KE0919                          SUPERSEDED SURVEY CONTROL
 KE0919
 KE0919  NGVD 29 (??/??/92)  289.948  (m)          951.27   (f) ADJ UNCH    2 0
 KE0919
 KE0919.Superseded values are not recommended for survey control.
 KE0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0919.See file dsdata.txt to determine how the superseded data were derived.
 KE0919
 KE0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD629271(NAD 83)
 KE0919_MARKER: DB = BENCH MARK DISK
 KE0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0919_SP_SET: CULVERT
 KE0919_STAMPING: Q 345 1970
 KE0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0919
 KE0919  HISTORY     - Date     Condition        Report By
 KE0919  HISTORY     - 1970     MONUMENTED       NGS
 KE0919
 KE0919                          STATION DESCRIPTION
 KE0919
 KE0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0919'3.9 MI W FROM TOPEKA.
 KE0919'ABOUT 3.9 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0919'OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 0.1 MILE NORTHEAST OF THE
 KE0919'HIGHWAY UNDERPASS FOR FAIRVIEW ROAD, BETWEEN THE HIGHWAY AND
 KE0919'THE ENTRNACE ROAD TO THE HIGHWAY FROM FAIRVIEW ROAD, 29 FEET
 KE0919'SOUTHEAST OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 KE0919'SET IN THE TOP AND 0.7 FOOT SOUTHWEST OF THE NORTHEAST END OF
 KE0919'THE SOUTHEAST CONCRETE HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT
 KE0919'UNDER THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 KE0919'HIGHWAY.  SECTION 27, T 11S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0798 ***********************************************************************
 KE0798  DESIGNATION -  Q 346
 KE0798  PID         -  KE0798
 KE0798  STATE/COUNTY-  KS/SHAWNEE
 KE0798  USGS QUAD   -  ROSSVILLE (1982)
 KE0798
 KE0798                         *CURRENT SURVEY CONTROL
 KE0798  ___________________________________________________________________
 KE0798* NAD 83(1986)-  39 07 31.     (N)    095 55 54.     (W)     SCALED    
 KE0798* NAVD 88     -       281.366  (meters)     923.12   (feet)  ADJUSTED  
 KE0798  ___________________________________________________________________
 KE0798  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 KE0798  DYNAMIC HT  -         281.185 (meters)     922.52  (feet)  COMP
 KE0798  MODELED GRAV-     979,979.5   (mgal)                       NAVD 88
 KE0798
 KE0798  VERT ORDER  -  FIRST     CLASS II
 KE0798
 KE0798.The horizontal coordinates were scaled from a topographic map and have
 KE0798.an estimated accuracy of +/- 6 seconds.
 KE0798
 KE0798.The orthometric height was determined by differential leveling
 KE0798.and adjusted by the National Geodetic Survey in June 1991..
 KE0798
 KE0798.The geoid height was determined by GEOID03.
 KE0798
 KE0798.The dynamic height is computed by dividing the NAVD 88
 KE0798.geopotential number by the normal gravity value computed on the
 KE0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0798.degrees latitude (g = 980.6199 gals.).
 KE0798
 KE0798.The modeled gravity was interpolated from observed gravity values.
 KE0798
 KE0798;                    North         East    Units  Estimated Accuracy
 KE0798;SPC KS N     -    89,960.      578,830.      MT  (+/- 180 meters Scaled)
 KE0798
 KE0798                          SUPERSEDED SURVEY CONTROL
 KE0798
 KE0798  NGVD 29 (??/??/92)  281.215  (m)          922.62   (f) ADJ UNCH    1 2
 KE0798
 KE0798.Superseded values are not recommended for survey control.
 KE0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0798.See file dsdata.txt to determine how the superseded data were derived.
 KE0798
 KE0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD465347(NAD 83)
 KE0798_MARKER: DB = BENCH MARK DISK
 KE0798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KE0798_SP_SET: HEADWALL
 KE0798_STAMPING: Q 346 1970
 KE0798_MARK LOGO: NGS   
 KE0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0798+STABILITY: SURFACE MOTION
 KE0798
 KE0798  HISTORY     - Date     Condition        Report By
 KE0798  HISTORY     - 1970     MONUMENTED       NGS
 KE0798  HISTORY     - 1986     GOOD             NGS
 KE0798  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KE0798
 KE0798                          STATION DESCRIPTION
 KE0798
 KE0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0798'1.3 MI SE FROM ROSSVILLE.
 KE0798'ABOUT 1.3 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD
 KE0798'FROM THE STATION AT ROSSVILLE, ABOUT 0.1 MILE SOUTHEAST OF A
 KE0798'CROSSING OF THE RAILROAD AND A NARROW GRAVELED ROAD, SET IN
 KE0798'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL
 KE0798'FOR A 4-FOOT CONCRETE CULVERT UNDER U.S. HIGHWAY 24, 16 FEET
 KE0798'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET NORTHWEST
 KE0798'OF THE SOUTHEAST END OF THE HEADWALL, 25 YARDS SOUTHWEST OF
 KE0798'THE SOUTHWEST RAIL, ABOUT LEVEL WITH THE TRACK, AND ABOUT 1/2
 KE0798'FOOT BELOW THE LEVEL OF THE HIGHWAY.  SECTION 2, T 11S, R 13E
 KE0798
 KE0798                          STATION RECOVERY (1986)
 KE0798
 KE0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0798'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  24.0 KM (14.9
 KE0798'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KE0798'TOPEKA.  ADD--0.2 KM (0.1 MI) SOUTHEAST OF THE INTERSECTION OF A
 KE0798'GRAVELED ROAD.
 KE0798
 KE0798                          STATION RECOVERY (2005)
 KE0798
 KE0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KE0798'THE CULVERT HEADWALL AT THE DESCRIBED LOCATION HAS BEEN REPLACED.
 KE0798'ASSUMED  DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0764 ***********************************************************************
 JF0764  DESIGNATION -  Q 347
 JF0764  PID         -  JF0764
 JF0764  STATE/COUNTY-  KS/HARVEY
 JF0764  USGS QUAD   -  HESSTON (1978)
 JF0764
 JF0764                         *CURRENT SURVEY CONTROL
 JF0764  ___________________________________________________________________
 JF0764* NAD 83(1986)-  38 08 03.     (N)    097 24 18.     (W)     SCALED    
 JF0764* NAVD 88     -       450.072  (meters)    1476.61   (feet)  ADJUSTED  
 JF0764  ___________________________________________________________________
 JF0764  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 JF0764  DYNAMIC HT  -         449.726 (meters)    1475.48  (feet)  COMP
 JF0764  MODELED GRAV-     979,847.5   (mgal)                       NAVD 88
 JF0764
 JF0764  VERT ORDER  -  SECOND    CLASS 0
 JF0764
 JF0764.The horizontal coordinates were scaled from a topographic map and have
 JF0764.an estimated accuracy of +/- 6 seconds.
 JF0764
 JF0764.The orthometric height was determined by differential leveling
 JF0764.and adjusted by the National Geodetic Survey in June 1991..
 JF0764
 JF0764.The geoid height was determined by GEOID03.
 JF0764
 JF0764.The dynamic height is computed by dividing the NAVD 88
 JF0764.geopotential number by the normal gravity value computed on the
 JF0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0764.degrees latitude (g = 980.6199 gals.).
 JF0764
 JF0764.The modeled gravity was interpolated from observed gravity values.
 JF0764
 JF0764;                    North         East    Units  Estimated Accuracy
 JF0764;SPC KS S     -   563,440.      495,990.      MT  (+/- 180 meters Scaled)
 JF0764
 JF0764                          SUPERSEDED SURVEY CONTROL
 JF0764
 JF0764  NGVD 29 (??/??/92)  449.909  (m)         1476.08   (f) ADJ UNCH    2 0
 JF0764
 JF0764.Superseded values are not recommended for survey control.
 JF0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0764.See file dsdata.txt to determine how the superseded data were derived.
 JF0764
 JF0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH397219(NAD 83)
 JF0764_MARKER: DB = BENCH MARK DISK
 JF0764_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF0764_SP_SET: 29 FT
 JF0764_STAMPING: Q 347 1972
 JF0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0764
 JF0764  HISTORY     - Date     Condition        Report By
 JF0764  HISTORY     - 1972     MONUMENTED       NGS
 JF0764
 JF0764                          STATION DESCRIPTION
 JF0764
 JF0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0764'7 MI NW FROM NEWTON.
 JF0764'ABOUT 7.0 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM THE
 JF0764'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, 107.0 FEET SOUTHWEST OF
 JF0764'THE CENTER LINE OF THE SOUTH BOUND LANE, 0.8 FOOT SOUTH OF A
 JF0764'METAL WITNESS POST, 0.6 FOOT NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 JF0764'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, A DISK ON THE TOP
 JF0764'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO REFUSAL AT
 JF0764'29 FEET AND ENCASED IN A 4-INCH PLASTIC PIPE WHICH PROJECTS 0.1
 JF0764'FOOT.  SECTION 14, T 22 S, R 1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0538 ***********************************************************************
 HF0538  DESIGNATION -  Q 348
 HF0538  PID         -  HF0538
 HF0538  STATE/COUNTY-  KS/SEDGWICK
 HF0538  USGS QUAD   -  VALLEY CENTER (1982)
 HF0538
 HF0538                         *CURRENT SURVEY CONTROL
 HF0538  ___________________________________________________________________
 HF0538* NAD 83(1986)-  37 46 01.     (N)    097 19 24.     (W)     SCALED    
 HF0538* NAVD 88     -       404.677  (meters)    1327.68   (feet)  ADJUSTED  
 HF0538  ___________________________________________________________________
 HF0538  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0538  DYNAMIC HT  -         404.360 (meters)    1326.64  (feet)  COMP
 HF0538  MODELED GRAV-     979,835.0   (mgal)                       NAVD 88
 HF0538
 HF0538  VERT ORDER  -  SECOND    CLASS 0
 HF0538
 HF0538.The horizontal coordinates were scaled from a topographic map and have
 HF0538.an estimated accuracy of +/- 6 seconds.
 HF0538
 HF0538.The orthometric height was determined by differential leveling
 HF0538.and adjusted by the National Geodetic Survey in June 1991..
 HF0538
 HF0538.The geoid height was determined by GEOID03.
 HF0538
 HF0538.The dynamic height is computed by dividing the NAVD 88
 HF0538.geopotential number by the normal gravity value computed on the
 HF0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0538.degrees latitude (g = 980.6199 gals.).
 HF0538
 HF0538.The modeled gravity was interpolated from observed gravity values.
 HF0538
 HF0538;                    North         East    Units  Estimated Accuracy
 HF0538;SPC KS S     -   522,770.      503,670.      MT  (+/- 180 meters Scaled)
 HF0538
 HF0538                          SUPERSEDED SURVEY CONTROL
 HF0538
 HF0538  NGVD 29 (??/??/92)  404.530  (m)         1327.20   (f) ADJ UNCH    2 0
 HF0538
 HF0538.Superseded values are not recommended for survey control.
 HF0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0538.See file dsdata.txt to determine how the superseded data were derived.
 HF0538
 HF0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG476812(NAD 83)
 HF0538_MARKER: DB = BENCH MARK DISK
 HF0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0538_STAMPING: Q 348 1972
 HF0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0538+STABILITY: SURFACE MOTION
 HF0538
 HF0538  HISTORY     - Date     Condition        Report By
 HF0538  HISTORY     - 1972     MONUMENTED       NGS
 HF0538
 HF0538                          STATION DESCRIPTION
 HF0538
 HF0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0538'0.3 MI N FROM WICHITA.
 HF0538'ABOUT 0.3 MILES ALONG INTERSTATE HIGHWAY 35 W NORTH FROM
 HF0538'THE OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF
 HF0538'WICHITA, 46.0 FEET EAST OF THE SOUTH BOUND OF THE INTERSTATE,
 HF0538'5.9 FEET SOUTH OF THE NORTHWEST COLUMN IN THE MEDIAN FOR BRIDGE
 HF0538'NUMBER 20.81, ABOUT 5 FEET BELOW THE LEVEL OF THE SOUTH BOUND
 HF0538'LANE OF THE INTERSTATE, AND SET IN THE TOP OF A CONCRETE POST
 HF0538'THAT PROJECTS 1 INCH.  SECTION 21, T 26 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0612 ***********************************************************************
 HG0612  DESIGNATION -  Q 35
 HG0612  PID         -  HG0612
 HG0612  STATE/COUNTY-  KS/KIOWA
 HG0612  USGS QUAD   -  BRENHAM (1968)
 HG0612
 HG0612                         *CURRENT SURVEY CONTROL
 HG0612  ___________________________________________________________________
 HG0612* NAD 83(1986)-  37 36 34.     (N)    099 12 46.     (W)     SCALED    
 HG0612* NAVD 88     -       671.364  (meters)    2202.63   (feet)  ADJUSTED  
 HG0612  ___________________________________________________________________
 HG0612  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 HG0612  DYNAMIC HT  -         670.787 (meters)    2200.74  (feet)  COMP
 HG0612  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 HG0612
 HG0612  VERT ORDER  -  FIRST     CLASS II
 HG0612
 HG0612.The horizontal coordinates were scaled from a topographic map and have
 HG0612.an estimated accuracy of +/- 6 seconds.
 HG0612
 HG0612.The orthometric height was determined by differential leveling
 HG0612.and adjusted by the National Geodetic Survey in June 1991..
 HG0612
 HG0612.The geoid height was determined by GEOID03.
 HG0612
 HG0612.The dynamic height is computed by dividing the NAVD 88
 HG0612.geopotential number by the normal gravity value computed on the
 HG0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0612.degrees latitude (g = 980.6199 gals.).
 HG0612
 HG0612.The modeled gravity was interpolated from observed gravity values.
 HG0612
 HG0612;                    North         East    Units  Estimated Accuracy
 HG0612;SPC KS S     -   504,870.      337,070.      MT  (+/- 180 meters Scaled)
 HG0612
 HG0612                          SUPERSEDED SURVEY CONTROL
 HG0612
 HG0612  NGVD 29 (??/??/92)  671.063  (m)         2201.65   (f) ADJ UNCH    1 2
 HG0612
 HG0612.Superseded values are not recommended for survey control.
 HG0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0612.See file dsdata.txt to determine how the superseded data were derived.
 HG0612
 HG0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG812625(NAD 83)
 HG0612_MARKER: DB = BENCH MARK DISK
 HG0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0612_SP_SET: CONCRETE POST
 HG0612_STAMPING: Q 35 1934
 HG0612_MARK LOGO: CGS   
 HG0612_PROJECTION: FLUSH
 HG0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0612+STABILITY: SURFACE MOTION
 HG0612
 HG0612  HISTORY     - Date     Condition        Report By
 HG0612  HISTORY     - 1934     MONUMENTED       CGS
 HG0612  HISTORY     - 1944     GOOD             NGS
 HG0612  HISTORY     - 1986     POOR             NGS
 HG0612
 HG0612                          STATION DESCRIPTION
 HG0612
 HG0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0612'AT BRENHAM.
 HG0612'AT BRENHAM, KIOWA COUNTY, ABOUT 1/4 MILE WEST OF THE CHICAGO,
 HG0612'ROCK ISLAND AND PACIFIC RAILWAY STATION, 55 FEET SOUTHEAST OF
 HG0612'THE CENTER OF A GRADE CROSSING, 47 FEET SOUTH OF THE CENTER LINE
 HG0612'OF THE TRACK, AND 29 FEET EAST OF THE CENTER LINE OF A COUNTY
 HG0612'ROAD.  A STANDARD DISK, STAMPED Q 35 1934 AND SET IN THE TOP OF
 HG0612'A CONCRETE POST.
 HG0612
 HG0612                          STATION RECOVERY (1944)
 HG0612
 HG0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HG0612'RECOVERED IN GOOD CONDITION.
 HG0612
 HG0612                          STATION RECOVERY (1986)
 HG0612
 HG0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0612'RECOVERED IN POOR CONDITION.  NEW DESCRIPTION FOLLOWS.  7.15 KM (4.45
 HG0612'MI) EAST ALONG US HIGHWAY 54 FROM THE JUNCTION OF MAIN STREET AT
 HG0612'GREENSBURG, THENCE 0.12 KM (0.08 MI) NORTH ALONG A DIRT ROAD, IN THE
 HG0612'SOUTHEAST CORNER OF THE JUNCTION OF THE CHICAGO, ROCK ISLAND AND
 HG0612'PACIFIC RAILROAD, 8.7 METERS (28.5 FT) EAST OF THE CENTER OF THE ROAD,
 HG0612'13.5 METERS (44.5 FT) SOUTH OF THE SOUTH RAIL AND 1.3 METERS (4.5 FT)
 HG0612'NORTH OF THE SOUTH POLE OF A POWER LINE CROSSING THE TRACKS.
 HG0612'NOTE--MARK HAS BEEN HIT AND IS LEANING TO THE EAST.
 HG0612'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HG0612'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0624 ***********************************************************************
 HH0624  DESIGNATION -  Q 352
 HH0624  PID         -  HH0624
 HH0624  STATE/COUNTY-  KS/GRAY
 HH0624  USGS QUAD   -  INGALLS (1968)
 HH0624
 HH0624                         *CURRENT SURVEY CONTROL
 HH0624  ___________________________________________________________________
 HH0624* NAD 83(1986)-  37 49 57.     (N)    100 27 50.     (W)     SCALED    
 HH0624* NAVD 88     -       816.810  (meters)    2679.82   (feet)  ADJUSTED  
 HH0624  ___________________________________________________________________
 HH0624  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 HH0624  DYNAMIC HT  -         816.092 (meters)    2677.46  (feet)  COMP
 HH0624  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 HH0624
 HH0624  VERT ORDER  -  FIRST     CLASS II
 HH0624
 HH0624.The horizontal coordinates were scaled from a topographic map and have
 HH0624.an estimated accuracy of +/- 6 seconds.
 HH0624
 HH0624.The orthometric height was determined by differential leveling
 HH0624.and adjusted by the National Geodetic Survey in June 1991..
 HH0624
 HH0624.The geoid height was determined by GEOID03.
 HH0624
 HH0624.The dynamic height is computed by dividing the NAVD 88
 HH0624.geopotential number by the normal gravity value computed on the
 HH0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0624.degrees latitude (g = 980.6199 gals.).
 HH0624
 HH0624.The modeled gravity was interpolated from observed gravity values.
 HH0624
 HH0624;                    North         East    Units  Estimated Accuracy
 HH0624;SPC KS S     -   531,210.      227,140.      MT  (+/- 180 meters Scaled)
 HH0624
 HH0624                          SUPERSEDED SURVEY CONTROL
 HH0624
 HH0624.No superseded survey control is available for this station.
 HH0624
 HH0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG711882(NAD 83)
 HH0624_MARKER: I = METAL ROD
 HH0624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0624_SP_SET: STAINLESS STEEL ROD
 HH0624_STAMPING: Q 352 1986
 HH0624_MARK LOGO: NGS   
 HH0624_PROJECTION: FLUSH
 HH0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0624_ROD/PIPE-DEPTH: 7.3  meters
 HH0624
 HH0624  HISTORY     - Date     Condition        Report By
 HH0624  HISTORY     - 1986     MONUMENTED       NGS
 HH0624
 HH0624                          STATION DESCRIPTION
 HH0624
 HH0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0624'1.0 KM (0.6 MI) NW FROM INGALLS.
 HH0624'1.02 KM (0.62 MI) NORTHWEST ALONG A BLADED ROAD FROM THE JUNCTION OF
 HH0624'MAIN STREET IN INGALLS, NEAR A GATE LEADING TO A STOCK YARDS, 10.8
 HH0624'METERS (35.5 FT) NORTHEAST OF THE CENTER OF THE ROAD, 19.8 METERS (65
 HH0624'FT)ACROSS THE ROAD FROM THE NORTHWEST END OF THE GATE, 18.6 METERS (61
 HH0624'FT) NORTHWEST OF A VENT PIPE FOR A UNDERGROUND GAS PIPELINE, 10.6
 HH0624'METERS (35 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE ATCHISON, TOPEKA
 HH0624'AND SANTA FE RAILROAD AND 6.1 METERS (20 FT) NORTHWEST OF THE SECOND
 HH0624'POLE NORTHWEST OF A WOODEN RAILROAD BRIDGE. NOTE--ACCESS TO DATUM
 HH0624'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HH0624'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 HH0624'THE MARK IS 2.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0641 ***********************************************************************
 HG0641  DESIGNATION -  Q 353
 HG0641  PID         -  HG0641
 HG0641  STATE/COUNTY-  KS/FORD
 HG0641  USGS QUAD   -  FORT DODGE (1978)
 HG0641
 HG0641                         *CURRENT SURVEY CONTROL
 HG0641  ___________________________________________________________________
 HG0641* NAD 83(1986)-  37 43 27.     (N)    099 54 44.     (W)     SCALED    
 HG0641* NAVD 88     -       746.747  (meters)    2449.95   (feet)  ADJUSTED  
 HG0641  ___________________________________________________________________
 HG0641  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HG0641  DYNAMIC HT  -         746.096 (meters)    2447.82  (feet)  COMP
 HG0641  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 HG0641
 HG0641  VERT ORDER  -  FIRST     CLASS II
 HG0641
 HG0641.The horizontal coordinates were scaled from a topographic map and have
 HG0641.an estimated accuracy of +/- 6 seconds.
 HG0641
 HG0641.The orthometric height was determined by differential leveling
 HG0641.and adjusted by the National Geodetic Survey in June 1991..
 HG0641
 HG0641.The geoid height was determined by GEOID03.
 HG0641
 HG0641.The dynamic height is computed by dividing the NAVD 88
 HG0641.geopotential number by the normal gravity value computed on the
 HG0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0641.degrees latitude (g = 980.6199 gals.).
 HG0641
 HG0641.The modeled gravity was interpolated from observed gravity values.
 HG0641
 HG0641;                    North         East    Units  Estimated Accuracy
 HG0641;SPC KS S     -   518,310.      275,510.      MT  (+/- 180 meters Scaled)
 HG0641
 HG0641                          SUPERSEDED SURVEY CONTROL
 HG0641
 HG0641.No superseded survey control is available for this station.
 HG0641
 HG0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG196756(NAD 83)
 HG0641_MARKER: I = METAL ROD
 HG0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0641_SP_SET: STAINLESS STEEL ROD
 HG0641_STAMPING: Q 353 1986
 HG0641_MARK LOGO: NGS   
 HG0641_PROJECTION: FLUSH
 HG0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0641_ROD/PIPE-DEPTH: 10.9 meters
 HG0641
 HG0641  HISTORY     - Date     Condition        Report By
 HG0641  HISTORY     - 1986     MONUMENTED       NGS
 HG0641
 HG0641                          STATION DESCRIPTION
 HG0641
 HG0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0641'2.3 KM (1.4 MI) SE FROM FORT DODGE.
 HG0641'2.3 KM (1.43 MI) SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE JUNCTION
 HG0641'OF SHERIDAN STREET AT FORT DODGE, IN THE EAST CORNER OF THE T JUNCTION
 HG0641'OF THE SOUTHEAST ONE OF TWO ENTRANCE ROADS LEADING TO THE CORONADO
 HG0641'CROSS PARK, 0.6 KM (0.37 MI) SOUTHEAST OF MILEPOST 6, 15.5 METERS (51
 HG0641'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 22.1 METERS (72.5 FT)
 HG0641'NORTHWEST OF A POWER POLE WITH ONE TRANSFORMER, 4.8 METER (16 FT)
 HG0641'SOUTHEAST OF THE SOUTHEAST GATE POST AND 0.3 METER (1 FT) NORTHEAST OF
 HG0641'THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0641'5-INCH LOGO CAP.
 HG0641'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 HG0641'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0666 ***********************************************************************
 HG0666  DESIGNATION -  Q 354
 HG0666  PID         -  HG0666
 HG0666  STATE/COUNTY-  KS/KIOWA
 HG0666  USGS QUAD   -  MULLINVILLE (1969)
 HG0666
 HG0666                         *CURRENT SURVEY CONTROL
 HG0666  ___________________________________________________________________
 HG0666* NAD 83(1986)-  37 35 07.     (N)    099 27 09.     (W)     SCALED    
 HG0666* NAVD 88     -       709.462  (meters)    2327.63   (feet)  ADJUSTED  
 HG0666  ___________________________________________________________________
 HG0666  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 HG0666  DYNAMIC HT  -         708.844 (meters)    2325.60  (feet)  COMP
 HG0666  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 HG0666
 HG0666  VERT ORDER  -  FIRST     CLASS II
 HG0666
 HG0666.The horizontal coordinates were scaled from a topographic map and have
 HG0666.an estimated accuracy of +/- 6 seconds.
 HG0666
 HG0666.The orthometric height was determined by differential leveling
 HG0666.and adjusted by the National Geodetic Survey in June 1991..
 HG0666
 HG0666.The geoid height was determined by GEOID03.
 HG0666
 HG0666.The dynamic height is computed by dividing the NAVD 88
 HG0666.geopotential number by the normal gravity value computed on the
 HG0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0666.degrees latitude (g = 980.6199 gals.).
 HG0666
 HG0666.The modeled gravity was interpolated from observed gravity values.
 HG0666
 HG0666;                    North         East    Units  Estimated Accuracy
 HG0666;SPC KS S     -   502,380.      315,880.      MT  (+/- 180 meters Scaled)
 HG0666
 HG0666                          SUPERSEDED SURVEY CONTROL
 HG0666
 HG0666.No superseded survey control is available for this station.
 HG0666
 HG0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG600598(NAD 83)
 HG0666_MARKER: DB = BENCH MARK DISK
 HG0666_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HG0666_SP_SET: BRIDGE ABUTMENT
 HG0666_STAMPING: Q 354 1986
 HG0666_MARK LOGO: NGS   
 HG0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0666
 HG0666  HISTORY     - Date     Condition        Report By
 HG0666  HISTORY     - 1986     MONUMENTED       NGS
 HG0666
 HG0666                          STATION DESCRIPTION
 HG0666
 HG0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0666'2.4 KM (1.5 MI) EAST FROM MULLINVILLE.
 HG0666'0.35 KM (0.2 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 HG0666'MULLINVILLE, THENCE 2.1 KM (1.3 MI) EAST ALONG US HIGHWAY 54,
 HG0666'VERTICALL, IN THE SOUTHWEST FACE OF THE WEST PIER FOR THE STATE
 HG0666'HIGHWAY 154 OVERPASS BRIDGE OVER US HIGHWAY 54, 8.8 METERS (29 FT)
 HG0666'NORTHWEST OF THE HIGHWAY CENTERLINE AND 1.8 METERS (6 FT) ABOVE THE
 HG0666'GROUND.
 HG0666'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0766 ***********************************************************************
 HG0766  DESIGNATION -  Q 355
 HG0766  PID         -  HG0766
 HG0766  STATE/COUNTY-  KS/HARPER
 HG0766  USGS QUAD   -  HARPER (1973)
 HG0766
 HG0766                         *CURRENT SURVEY CONTROL
 HG0766  ___________________________________________________________________
 HG0766* NAD 83(1986)-  37 16 47.     (N)    098 02 23.     (W)     SCALED    
 HG0766* NAVD 88     -       434.667  (meters)    1426.07   (feet)  ADJUSTED  
 HG0766  ___________________________________________________________________
 HG0766  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HG0766  DYNAMIC HT  -         434.304 (meters)    1424.88  (feet)  COMP
 HG0766  MODELED GRAV-     979,781.8   (mgal)                       NAVD 88
 HG0766
 HG0766  VERT ORDER  -  FIRST     CLASS II
 HG0766
 HG0766.The horizontal coordinates were scaled from a topographic map and have
 HG0766.an estimated accuracy of +/- 6 seconds.
 HG0766
 HG0766.The orthometric height was determined by differential leveling
 HG0766.and adjusted by the National Geodetic Survey in June 1991..
 HG0766
 HG0766.The geoid height was determined by GEOID03.
 HG0766
 HG0766.The dynamic height is computed by dividing the NAVD 88
 HG0766.geopotential number by the normal gravity value computed on the
 HG0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0766.degrees latitude (g = 980.6199 gals.).
 HG0766
 HG0766.The modeled gravity was interpolated from observed gravity values.
 HG0766
 HG0766;                    North         East    Units  Estimated Accuracy
 HG0766;SPC KS S     -   468,140.      440,820.      MT  (+/- 180 meters Scaled)
 HG0766
 HG0766                          SUPERSEDED SURVEY CONTROL
 HG0766
 HG0766.No superseded survey control is available for this station.
 HG0766
 HG0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG851263(NAD 83)
 HG0766_MARKER: I = METAL ROD
 HG0766_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG0766_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG0766_STAMPING: Q 355 1986
 HG0766_MARK LOGO: NGS   
 HG0766_PROJECTION: FLUSH
 HG0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0766+STABILITY: POSITION/ELEVATION WELL
 HG0766_ROD/PIPE-DEPTH: 18.3 meters
 HG0766_SLEEVE-DEPTH  : 6.1 meters
 HG0766
 HG0766  HISTORY     - Date     Condition        Report By
 HG0766  HISTORY     - 1986     MONUMENTED       NGS
 HG0766
 HG0766                          STATION DESCRIPTION
 HG0766
 HG0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0766'2.3 KM (1.4 MI) SW FROM HARPER.
 HG0766'0.24 KM (0.15 MI) SOUTH ALONG CENTRAL STREET FROM THE POST OFFICE IN
 HG0766'HARPER, THENCE 1.3 KM (0.8 MI) WEST ALONG MAIN STREET, THENCE 0.81 KM
 HG0766'(0.5 MI) SOUTH ALONG STATE ROUTES 2 AND 14, AT THE ENTRANCE TO THE
 HG0766'HARPER MUNICIPAL AIRPORT AND AT THE NORTHEAST CORNER OF THE HARPER
 HG0766'SADDLE CLUB RODEO ARENA, 41.8 METERS (137 FT) WEST OF THE HIGHWAY
 HG0766'CENTERLINE, 25.0 METERS (82 FT) SOUTH OF THE CENTER OF A DIRT AIRPORT
 HG0766'ENTRANCE ROAD, 2.1 METERS (7 FT) NORTH OF AN EAST-WEST FENCE FOR THE
 HG0766'ARENA, 5.8 METERS (19 FT) WEST-NORTHWEST OF A FENCE CORNER, 6.8 METERS
 HG0766'(22.3 FT) NORTHWEST OF A POWER POLE WITH ARENA FLOOD LITES ATTACHED
 HG0766'AND 13.4 METERS (44 FT) WEST OF THE CENTER OF A TRACK ROAD ALONG THE
 HG0766'EAST SIDE OF THE ARENA.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HG0766'5-INCH LOGO CAP.
 HG0766'THE MARK IS 2.1 METERS  N FROM  A WITNESS POST
 HG0766'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0690 ***********************************************************************
 HG0690  DESIGNATION -  Q 357
 HG0690  PID         -  HG0690
 HG0690  STATE/COUNTY-  KS/PRATT
 HG0690  USGS QUAD   -  CULLISON (1968)
 HG0690
 HG0690                         *CURRENT SURVEY CONTROL
 HG0690  ___________________________________________________________________
 HG0690* NAD 83(1986)-  37 38 06.     (N)    098 53 13.     (W)     SCALED    
 HG0690* NAVD 88     -       619.168  (meters)    2031.39   (feet)  ADJUSTED  
 HG0690  ___________________________________________________________________
 HG0690  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 HG0690  DYNAMIC HT  -         618.645 (meters)    2029.67  (feet)  COMP
 HG0690  MODELED GRAV-     979,765.1   (mgal)                       NAVD 88
 HG0690
 HG0690  VERT ORDER  -  FIRST     CLASS II
 HG0690
 HG0690.The horizontal coordinates were scaled from a topographic map and have
 HG0690.an estimated accuracy of +/- 6 seconds.
 HG0690
 HG0690.The orthometric height was determined by differential leveling
 HG0690.and adjusted by the National Geodetic Survey in June 1991..
 HG0690
 HG0690.The geoid height was determined by GEOID03.
 HG0690
 HG0690.The dynamic height is computed by dividing the NAVD 88
 HG0690.geopotential number by the normal gravity value computed on the
 HG0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0690.degrees latitude (g = 980.6199 gals.).
 HG0690
 HG0690.The modeled gravity was interpolated from observed gravity values.
 HG0690
 HG0690;                    North         East    Units  Estimated Accuracy
 HG0690;SPC KS S     -   507,540.      365,850.      MT  (+/- 180 meters Scaled)
 HG0690
 HG0690                          SUPERSEDED SURVEY CONTROL
 HG0690
 HG0690.No superseded survey control is available for this station.
 HG0690
 HG0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG099653(NAD 83)
 HG0690_MARKER: I = METAL ROD
 HG0690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0690_SP_SET: STAINLESS STEEL ROD
 HG0690_STAMPING: Q 357 1986
 HG0690_MARK LOGO: NGS   
 HG0690_PROJECTION: FLUSH
 HG0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0690_ROD/PIPE-DEPTH: 4.9  meters
 HG0690
 HG0690  HISTORY     - Date     Condition        Report By
 HG0690  HISTORY     - 1986     MONUMENTED       NGS
 HG0690
 HG0690                          STATION DESCRIPTION
 HG0690
 HG0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0690'13.1 KM (8.15 MI) WEST FROM PRATT.
 HG0690'13.15 KM (8.2 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US
 HG0690'HIGHWAY 281 AT PRATT, IN THE NORTHWEST CORNER OF THE JUNCTION OF A
 HG0690'DIRT ROAD, 22.8 METERS (75 FT) NORTH OF THE HIGHWAY CENTERLINE, 45.1
 HG0690'METERS (148 FT) NORTHEAST ACROSS THE HIGHWAY FROM MILEPOST 130,
 HG0690'24.1 METERS (79 FT) WEST OF THE CENTER OF THE ROAD AND 16.1 METERS (53
 HG0690'FT) SOUTH OF THE SOUTH RAIL OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0690'RAILROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HG0690'CAP.
 HG0690'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0690'THE MARK IS 1.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0444 ***********************************************************************
 JH0444  DESIGNATION -  Q 358
 JH0444  PID         -  JH0444
 JH0444  STATE/COUNTY-  KS/SCOTT
 JH0444  USGS QUAD   -  SHALLOW WATER (1976)
 JH0444
 JH0444                         *CURRENT SURVEY CONTROL
 JH0444  ___________________________________________________________________
 JH0444* NAD 83(1986)-  38 18 34.     (N)    100 54 18.     (W)     SCALED    
 JH0444* NAVD 88     -       892.767  (meters)    2929.02   (feet)  ADJUSTED  
 JH0444  ___________________________________________________________________
 JH0444  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 JH0444  DYNAMIC HT  -         892.009 (meters)    2926.53  (feet)  COMP
 JH0444  MODELED GRAV-     979,749.2   (mgal)                       NAVD 88
 JH0444
 JH0444  VERT ORDER  -  FIRST     CLASS II
 JH0444
 JH0444.The horizontal coordinates were scaled from a topographic map and have
 JH0444.an estimated accuracy of +/- 6 seconds.
 JH0444
 JH0444.The orthometric height was determined by differential leveling
 JH0444.and adjusted by the National Geodetic Survey in June 1991..
 JH0444
 JH0444.The geoid height was determined by GEOID03.
 JH0444
 JH0444.The dynamic height is computed by dividing the NAVD 88
 JH0444.geopotential number by the normal gravity value computed on the
 JH0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0444.degrees latitude (g = 980.6199 gals.).
 JH0444
 JH0444.The modeled gravity was interpolated from observed gravity values.
 JH0444
 JH0444;                    North         East    Units  Estimated Accuracy
 JH0444;SPC KS S     -   585,040.      189,690.      MT  (+/- 180 meters Scaled)
 JH0444
 JH0444                          SUPERSEDED SURVEY CONTROL
 JH0444
 JH0444.No superseded survey control is available for this station.
 JH0444
 JH0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH334418(NAD 83)
 JH0444_MARKER: I = METAL ROD
 JH0444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0444_SP_SET: STAINLESS STEEL ROD
 JH0444_STAMPING: Q 358 1986
 JH0444_MARK LOGO: NGS   
 JH0444_PROJECTION: FLUSH
 JH0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0444_ROD/PIPE-DEPTH: 9.7  meters
 JH0444
 JH0444  HISTORY     - Date     Condition        Report By
 JH0444  HISTORY     - 1986     MONUMENTED       NGS
 JH0444
 JH0444                          STATION DESCRIPTION
 JH0444
 JH0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0444'19.5 KM (12.1 MI) SOUTH FROM SCOTT CITY.
 JH0444'19.5 KM (12.15 MI) SOUTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0444'SCOTT CITY, IN THE NORTHEAST CORNER OF THE JUNCTION OF A DIRT ROAD,
 JH0444'0.7 KM (0.45 MI) SOUTH OF MILEPOST 95, 0.32 KM (0.2 MI) SOUTH OF THE
 JH0444'ENTRANCE TO A OIL REFINERY, 18.3 METERS (60 FT) EAST OF THE HIGHWAY
 JH0444'CENTERLINE, 99.0 METERS (324.5 FT) NORTH OF THE CENTER OF THE ROAD,
 JH0444'1.6 METERS (5.2 FT) SOUTH OF THE 2ND POWER POLE NORTH OF THE ROAD AND
 JH0444'0.6 METER (2 FT) NORTH OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS
 JH0444'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0444'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0444'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0716 ***********************************************************************
 HG0716  DESIGNATION -  Q 359
 HG0716  PID         -  HG0716
 HG0716  STATE/COUNTY-  KS/PRATT
 HG0716  USGS QUAD   -  CAIRO (1967)
 HG0716
 HG0716                         *CURRENT SURVEY CONTROL
 HG0716  ___________________________________________________________________
 HG0716* NAD 83(1986)-  37 38 43.     (N)    098 30 49.     (W)     SCALED    
 HG0716* NAVD 88     -       524.299  (meters)    1720.14   (feet)  ADJUSTED  
 HG0716  ___________________________________________________________________
 HG0716  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 HG0716  DYNAMIC HT  -         523.859 (meters)    1718.69  (feet)  COMP
 HG0716  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 HG0716
 HG0716  VERT ORDER  -  FIRST     CLASS II
 HG0716
 HG0716.The horizontal coordinates were scaled from a topographic map and have
 HG0716.an estimated accuracy of +/- 6 seconds.
 HG0716
 HG0716.The orthometric height was determined by differential leveling
 HG0716.and adjusted by the National Geodetic Survey in June 1991..
 HG0716
 HG0716.The geoid height was determined by GEOID03.
 HG0716
 HG0716.The dynamic height is computed by dividing the NAVD 88
 HG0716.geopotential number by the normal gravity value computed on the
 HG0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0716.degrees latitude (g = 980.6199 gals.).
 HG0716
 HG0716.The modeled gravity was interpolated from observed gravity values.
 HG0716
 HG0716;                    North         East    Units  Estimated Accuracy
 HG0716;SPC KS S     -   508,610.      398,800.      MT  (+/- 180 meters Scaled)
 HG0716
 HG0716                          SUPERSEDED SURVEY CONTROL
 HG0716
 HG0716.No superseded survey control is available for this station.
 HG0716
 HG0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG429665(NAD 83)
 HG0716_MARKER: I = METAL ROD
 HG0716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0716_SP_SET: STAINLESS STEEL ROD
 HG0716_STAMPING: Q 359 1986
 HG0716_MARK LOGO: NGS   
 HG0716_PROJECTION: FLUSH
 HG0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0716_ROD/PIPE-DEPTH: 15.0 meters
 HG0716
 HG0716  HISTORY     - Date     Condition        Report By
 HG0716  HISTORY     - 1986     MONUMENTED       NGS
 HG0716  HISTORY     - 20040721 POOR             USPSQD
 HG0716
 HG0716                          STATION DESCRIPTION
 HG0716
 HG0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0716'7.5 KM (4.65 MI) WEST FROM CUNNINGHAM.
 HG0716'7.53 KM (4.70 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF COUNTY
 HG0716'ROAD 359 AT CUNNINGHAM, IN THE SOUTHEAST CORNER OF THE JUNCTION OF THE
 HG0716'EAST ONE OF TWO ROADSIDE PARK ENTRANCES, 0.76 KM (0.52 MI) EAST OF
 HG0716'MILEPOST 151, 14.0 METERS (36 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 HG0716'10.3 METERS (34 FT) EAST OF THE CENTER OF THE ROAD AND 1.8 METERS (6
 HG0716'FT) NORTHWEST OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 HG0716'THROUGH A 5-INCH LOGO CAP.
 HG0716'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HG0716'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 HG0716
 HG0716                          STATION RECOVERY (2004)
 HG0716
 HG0716'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 HG0716'THIS MARK MAY HAVE BEEN MOVED.  CURRENT LOCATION 37 38 43.1 N 98 30
 HG0716'48.2 W.  MEDALIAN IN 1.5X2' PIECE OF CONCRETE SETTING ON THE GROUND
 HG0716'80.8 ' FROM THE CENTERLINE OF THE MAIN ROAD, 48 ' ESE OF THE
 HG0716'CENTERLINE OF THE ROADSIDE PARK ROAD AND APPROXIMATELY IN LINE WITH
 HG0716'THE CENTERLINE OF THE PAVED ROADSIDE PARK.  AREA IS A GRASSY AREA
 HG0716'SLIGHTLY ELEVATED ABOVE REST OF THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0089 ***********************************************************************
 HG0089  DESIGNATION -  Q 36
 HG0089  PID         -  HG0089
 HG0089  STATE/COUNTY-  KS/KINGMAN
 HG0089  USGS QUAD   -  CUNNINGHAM (1966)
 HG0089
 HG0089                         *CURRENT SURVEY CONTROL
 HG0089  ___________________________________________________________________
 HG0089* NAD 83(1986)-  37 38 38.     (N)    098 25 52.     (W)     SCALED    
 HG0089* NAVD 88     -       519.963  (meters)    1705.91   (feet)  ADJUSTED  
 HG0089  ___________________________________________________________________
 HG0089  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 HG0089  DYNAMIC HT  -         519.527 (meters)    1704.48  (feet)  COMP
 HG0089  MODELED GRAV-     979,775.5   (mgal)                       NAVD 88
 HG0089
 HG0089  VERT ORDER  -  FIRST     CLASS II
 HG0089
 HG0089.The horizontal coordinates were scaled from a topographic map and have
 HG0089.an estimated accuracy of +/- 6 seconds.
 HG0089
 HG0089.The orthometric height was determined by differential leveling
 HG0089.and adjusted by the National Geodetic Survey in June 1991..
 HG0089
 HG0089.The geoid height was determined by GEOID03.
 HG0089
 HG0089.The dynamic height is computed by dividing the NAVD 88
 HG0089.geopotential number by the normal gravity value computed on the
 HG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0089.degrees latitude (g = 980.6199 gals.).
 HG0089
 HG0089.The modeled gravity was interpolated from observed gravity values.
 HG0089
 HG0089;                    North         East    Units  Estimated Accuracy
 HG0089;SPC KS S     -   508,460.      406,080.      MT  (+/- 180 meters Scaled)
 HG0089
 HG0089                          SUPERSEDED SURVEY CONTROL
 HG0089
 HG0089  NGVD 29 (??/??/92)  519.772  (m)         1705.29   (f) ADJ UNCH    1 2
 HG0089
 HG0089.Superseded values are not recommended for survey control.
 HG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0089.See file dsdata.txt to determine how the superseded data were derived.
 HG0089
 HG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG501664(NAD 83)
 HG0089_MARKER: DB = BENCH MARK DISK
 HG0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0089_STAMPING: Q 36 1934
 HG0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0089+STABILITY: SURFACE MOTION
 HG0089
 HG0089  HISTORY     - Date     Condition        Report By
 HG0089  HISTORY     - 1934     MONUMENTED       CGS
 HG0089  HISTORY     - 1974     MARK NOT FOUND   USGS
 HG0089
 HG0089                          STATION DESCRIPTION
 HG0089
 HG0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0089'AT CUNNINGHAM.
 HG0089'AT CUNNINGHAM, KINGMAN COUNTY, ABOUT 250 FEET EAST OF THE EAST
 HG0089'END OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, ABOUT
 HG0089'110 FEET EAST OF THE CENTER OF A STREET CROSSING, AND 36 FEET
 HG0089'SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HG0089'Q 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0089
 HG0089                          STATION RECOVERY (1974)
 HG0089
 HG0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HG0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0696 ***********************************************************************
 HG0696  DESIGNATION -  Q 360
 HG0696  PID         -  HG0696
 HG0696  STATE/COUNTY-  KS/PRATT
 HG0696  USGS QUAD   -  COATS NE (1968)
 HG0696
 HG0696                         *CURRENT SURVEY CONTROL
 HG0696  ___________________________________________________________________
 HG0696* NAD 83(1986)-  37 38 32.     (N)    098 45 48.     (W)     SCALED    
 HG0696* NAVD 88     -       577.101  (meters)    1893.37   (feet)  ADJUSTED  
 HG0696  ___________________________________________________________________
 HG0696  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 HG0696  DYNAMIC HT  -         576.616 (meters)    1891.78  (feet)  COMP
 HG0696  MODELED GRAV-     979,771.4   (mgal)                       NAVD 88
 HG0696
 HG0696  VERT ORDER  -  FIRST     CLASS II
 HG0696
 HG0696.The horizontal coordinates were scaled from a topographic map and have
 HG0696.an estimated accuracy of +/- 6 seconds.
 HG0696
 HG0696.The orthometric height was determined by differential leveling
 HG0696.and adjusted by the National Geodetic Survey in June 1991..
 HG0696
 HG0696.The geoid height was determined by GEOID03.
 HG0696
 HG0696.The dynamic height is computed by dividing the NAVD 88
 HG0696.geopotential number by the normal gravity value computed on the
 HG0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0696.degrees latitude (g = 980.6199 gals.).
 HG0696
 HG0696.The modeled gravity was interpolated from observed gravity values.
 HG0696
 HG0696;                    North         East    Units  Estimated Accuracy
 HG0696;SPC KS S     -   508,300.      376,760.      MT  (+/- 180 meters Scaled)
 HG0696
 HG0696                          SUPERSEDED SURVEY CONTROL
 HG0696
 HG0696.No superseded survey control is available for this station.
 HG0696
 HG0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG208661(NAD 83)
 HG0696_MARKER: I = METAL ROD
 HG0696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0696_SP_SET: STAINLESS STEEL ROD
 HG0696_STAMPING: Q 360 1986
 HG0696_MARK LOGO: NGS   
 HG0696_PROJECTION: FLUSH
 HG0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0696_ROD/PIPE-DEPTH: 12.2 meters
 HG0696
 HG0696  HISTORY     - Date     Condition        Report By
 HG0696  HISTORY     - 1986     MONUMENTED       NGS
 HG0696
 HG0696                          STATION DESCRIPTION
 HG0696
 HG0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0696'2.1 KM (1.3 MI) WEST FROM PRATT.
 HG0696'2.14 KM (1.33 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US
 HG0696'HIGHWAY 281 AT PRATT, 0.31 KM (0.20 MI) EAST OF THE JUNCTION OF A
 HG0696'COUNTY ROAD, 0.23 KM (0.14 MI) WEST OF MILEPOST 137, 21.9 METERS (72
 HG0696'FT) NORTH OF THE HIGHWAY CENTERLINE, 23.4 METERS (77 FT) NORTHEAST OF
 HG0696'THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT, 17.3 METERS
 HG0696'(57 FT) WEST OF THE NORTH POLE OF A POWER LINE CROSSING, 1.2 METERS (4
 HG0696'FT) SOUTHEAST OF THE WEST ONE OF TWO BRACE POSTS FOR A FENCE AND 0.6
 HG0696'METER (2 FT) SOUTH OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM
 HG0696'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0696'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0696'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0469 ***********************************************************************
 JH0469  DESIGNATION -  Q 361
 JH0469  PID         -  JH0469
 JH0469  STATE/COUNTY-  KS/SCOTT
 JH0469  USGS QUAD   -  LAKE SCOTT NE (1976)
 JH0469
 JH0469                         *CURRENT SURVEY CONTROL
 JH0469  ___________________________________________________________________
 JH0469* NAD 83(1986)-  38 40 08.     (N)    100 52 19.     (W)     SCALED    
 JH0469* NAVD 88     -       914.971  (meters)    3001.87   (feet)  ADJUSTED  
 JH0469  ___________________________________________________________________
 JH0469  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 JH0469  DYNAMIC HT  -         914.218 (meters)    2999.40  (feet)  COMP
 JH0469  MODELED GRAV-     979,773.7   (mgal)                       NAVD 88
 JH0469
 JH0469  VERT ORDER  -  FIRST     CLASS II
 JH0469
 JH0469.The horizontal coordinates were scaled from a topographic map and have
 JH0469.an estimated accuracy of +/- 6 seconds.
 JH0469
 JH0469.The orthometric height was determined by differential leveling
 JH0469.and adjusted by the National Geodetic Survey in June 1991..
 JH0469
 JH0469.The geoid height was determined by GEOID03.
 JH0469
 JH0469.The dynamic height is computed by dividing the NAVD 88
 JH0469.geopotential number by the normal gravity value computed on the
 JH0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0469.degrees latitude (g = 980.6199 gals.).
 JH0469
 JH0469.The modeled gravity was interpolated from observed gravity values.
 JH0469
 JH0469;                    North         East    Units  Estimated Accuracy
 JH0469;SPC KS S     -   624,850.      193,590.      MT  (+/- 180 meters Scaled)
 JH0469
 JH0469                          SUPERSEDED SURVEY CONTROL
 JH0469
 JH0469.No superseded survey control is available for this station.
 JH0469
 JH0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH371816(NAD 83)
 JH0469_MARKER: I = METAL ROD
 JH0469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0469_SP_SET: STAINLESS STEEL ROD
 JH0469_STAMPING: Q 361 1986
 JH0469_MARK LOGO: NGS   
 JH0469_PROJECTION: FLUSH
 JH0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0469_ROD/PIPE-DEPTH: 8.5  meters
 JH0469
 JH0469  HISTORY     - Date     Condition        Report By
 JH0469  HISTORY     - 1986     MONUMENTED       NGS
 JH0469
 JH0469                          STATION DESCRIPTION
 JH0469
 JH0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0469'21.2 KM (13.2 MI) NORTH FROM SCOTT CITY.
 JH0469'21.28 KM (13.30 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0469'SCOTT CITY, NEAR THE END OF A POWER LINE, 0.15 KM (0.09 MI) NORTH OF
 JH0469'MILEPOST 120, 17.3 METERS (57 FT) WEST OF THE HIGHWAY CENTERLINE, 5.8
 JH0469'METERS (19 FT) SOUTH OF THE NORTHERN MOST POLE OF THE POWER LINE AND
 JH0469'0.6 METER (2 FT) EAST OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS
 JH0469'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0469'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JH0469'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0462 ***********************************************************************
 KG0462  DESIGNATION -  Q 362
 KG0462  PID         -  KG0462
 KG0462  STATE/COUNTY-  KS/TREGO
 KG0462  USGS QUAD   -  WA KEENEY EAST (1962)
 KG0462
 KG0462                         *CURRENT SURVEY CONTROL
 KG0462  ___________________________________________________________________
 KG0462* NAD 83(1986)-  39 04 25.     (N)    099 52 14.     (W)     SCALED    
 KG0462* NAVD 88     -       710.338  (meters)    2330.50   (feet)  ADJUSTED  
 KG0462  ___________________________________________________________________
 KG0462  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 KG0462  DYNAMIC HT  -         709.807 (meters)    2328.76  (feet)  COMP
 KG0462  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 KG0462
 KG0462  VERT ORDER  -  FIRST     CLASS II
 KG0462
 KG0462.The horizontal coordinates were scaled from a topographic map and have
 KG0462.an estimated accuracy of +/- 6 seconds.
 KG0462
 KG0462.The orthometric height was determined by differential leveling
 KG0462.and adjusted by the National Geodetic Survey in June 1991..
 KG0462
 KG0462.The geoid height was determined by GEOID03.
 KG0462
 KG0462.The dynamic height is computed by dividing the NAVD 88
 KG0462.geopotential number by the normal gravity value computed on the
 KG0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0462.degrees latitude (g = 980.6199 gals.).
 KG0462
 KG0462.The modeled gravity was interpolated from observed gravity values.
 KG0462
 KG0462;                    North         East    Units  Estimated Accuracy
 KG0462;SPC KS N     -    83,850.      238,150.      MT  (+/- 180 meters Scaled)
 KG0462
 KG0462                          SUPERSEDED SURVEY CONTROL
 KG0462
 KG0462  NGVD 29 (02/14/92)  710.037  (m)         2329.51   (f) ADJUSTED    1 2
 KG0462
 KG0462.Superseded values are not recommended for survey control.
 KG0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0462.See file dsdata.txt to determine how the superseded data were derived.
 KG0462
 KG0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ246253(NAD 83)
 KG0462_MARKER: I = METAL ROD
 KG0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0462_SP_SET: STAINLESS STEEL ROD
 KG0462_STAMPING: Q 362 1986
 KG0462_MARK LOGO: NGS   
 KG0462_PROJECTION: FLUSH
 KG0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0462_ROD/PIPE-DEPTH: 8.5  meters
 KG0462
 KG0462  HISTORY     - Date     Condition        Report By
 KG0462  HISTORY     - 1986     MONUMENTED       NGS
 KG0462  HISTORY     - 20060412 GOOD             GEOCAC
 KG0462
 KG0462                          STATION DESCRIPTION
 KG0462
 KG0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0462'5.2 KM (3.25 MI) NORTH FROM WAKEENEY.
 KG0462'5.23 KM (3.26 MI) NORTH ALONG US HIGHWAY 283 FROM THE HIGH SCHOOL AT
 KG0462'WAKEENEY, IN THE SOUTHWEST CORNER OF THE T JUNCTION OF A DIRT ROAD,
 KG0462'41.1 METERS (135 FT) WEST OF THE HIGHWAY CENTERLINE, 17.0 METERS (56
 KG0462'FT) SOUTH OF THE CENTER OF THE ROAD, 46.0 METERS (159 FT) WEST OF
 KG0462'MILEPOST 151, 2.0 METERS (6.5 FT) SOUTH OF A POWER POLE, 1.5 METERS (5
 KG0462'FT) NORTH OF THE NORTH END OF A GATE, 0.9 METER (3 FT) SOUTHEAST OF A
 KG0462'FENCE CORNER, 0.7 METER (2.5 FT) SOUTH OF A CONCRETE RIGHT OF WAY
 KG0462'MARKER AND 0.4 METER (1.5 FT) EAST OF THE FENCE.  NOTE--ACCESS TO
 KG0462'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KG0462'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KG0462'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 KG0462
 KG0462                          STATION RECOVERY (2006)
 KG0462
 KG0462'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0462'HANDHLED COORDINATES N39-04 25.08 W099-52-14.40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0419 ***********************************************************************
 JH0419  DESIGNATION -  Q 363
 JH0419  PID         -  JH0419
 JH0419  STATE/COUNTY-  KS/KEARNY
 JH0419  USGS QUAD   -  WOLF (1965)
 JH0419
 JH0419                         *CURRENT SURVEY CONTROL
 JH0419  ___________________________________________________________________
 JH0419* NAD 83(1986)-  38 00 10.     (N)    101 06 14.     (W)     SCALED    
 JH0419* NAVD 88     -       906.688  (meters)    2974.69   (feet)  ADJUSTED  
 JH0419  ___________________________________________________________________
 JH0419  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 JH0419  DYNAMIC HT  -         905.876 (meters)    2972.03  (feet)  COMP
 JH0419  MODELED GRAV-     979,703.8   (mgal)                       NAVD 88
 JH0419
 JH0419  VERT ORDER  -  FIRST     CLASS II
 JH0419
 JH0419.The horizontal coordinates were scaled from a topographic map and have
 JH0419.an estimated accuracy of +/- 6 seconds.
 JH0419
 JH0419.The orthometric height was determined by differential leveling
 JH0419.and adjusted by the National Geodetic Survey in June 1991..
 JH0419
 JH0419.The geoid height was determined by GEOID03.
 JH0419
 JH0419.The dynamic height is computed by dividing the NAVD 88
 JH0419.geopotential number by the normal gravity value computed on the
 JH0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0419.degrees latitude (g = 980.6199 gals.).
 JH0419
 JH0419.The modeled gravity was interpolated from observed gravity values.
 JH0419
 JH0419;                    North         East    Units  Estimated Accuracy
 JH0419;SPC KS S     -   551,480.      171,350.      MT  (+/- 180 meters Scaled)
 JH0419
 JH0419                          SUPERSEDED SURVEY CONTROL
 JH0419
 JH0419.No superseded survey control is available for this station.
 JH0419
 JH0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH152082(NAD 83)
 JH0419_MARKER: I = METAL ROD
 JH0419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0419_SP_SET: STAINLESS STEEL ROD
 JH0419_STAMPING: Q 363 1986
 JH0419_MARK LOGO: NGS   
 JH0419_PROJECTION: FLUSH
 JH0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0419_ROD/PIPE-DEPTH: 8.5  meters
 JH0419
 JH0419  HISTORY     - Date     Condition        Report By
 JH0419  HISTORY     - 1986     MONUMENTED       NGS
 JH0419
 JH0419                          STATION DESCRIPTION
 JH0419
 JH0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0419'12.2 KM (7.6 MI) WEST FROM HOLCOMB.
 JH0419'0.3 KM (0.2 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 JH0419'HOLCOMB, THENCE 1.9 KM (1.2 MI) NORTH ALONG OLD HIGHWAY 50, THENCE
 JH0419'9.8 KM (6.1 MI) WEST ALONG US HIGHWAY 50, AT A ROAD CROSSING AND THE
 JH0419'KEARNY-FINNEY COUNTY LINE, 20.8 METERS (68.3 FT) SOUTH OF THE HIGHWAY
 JH0419'CENTERLINE, 22.9 METERS (75 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 JH0419'WELL, 12.4 METERS (40.8 FT) WEST OF THE CENTER OF A PAVED ROAD AND
 JH0419'0.6 METER (2 FT) NORTH OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT
 JH0419'IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0419'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JH0419'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0515 ***********************************************************************
 KG0515  DESIGNATION -  Q 364
 KG0515  PID         -  KG0515
 KG0515  STATE/COUNTY-  KS/NORTON
 KG0515  USGS QUAD   -  NORTON (1978)
 KG0515
 KG0515                         *CURRENT SURVEY CONTROL
 KG0515  ___________________________________________________________________
 KG0515* NAD 83(1986)-  39 47 02.     (N)    099 53 24.     (W)     SCALED    
 KG0515* NAVD 88     -       741.642  (meters)    2433.20   (feet)  ADJUSTED  
 KG0515  ___________________________________________________________________
 KG0515  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 KG0515  DYNAMIC HT  -         741.148 (meters)    2431.58  (feet)  COMP
 KG0515  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 KG0515
 KG0515  VERT ORDER  -  FIRST     CLASS II
 KG0515
 KG0515.The horizontal coordinates were scaled from a topographic map and have
 KG0515.an estimated accuracy of +/- 6 seconds.
 KG0515
 KG0515.The orthometric height was determined by differential leveling
 KG0515.and adjusted by the National Geodetic Survey in June 1991..
 KG0515
 KG0515.The geoid height was determined by GEOID03.
 KG0515
 KG0515.The dynamic height is computed by dividing the NAVD 88
 KG0515.geopotential number by the normal gravity value computed on the
 KG0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0515.degrees latitude (g = 980.6199 gals.).
 KG0515
 KG0515.The modeled gravity was interpolated from observed gravity values.
 KG0515
 KG0515;                    North         East    Units  Estimated Accuracy
 KG0515;SPC KS N     -   162,720.      238,110.      MT  (+/- 180 meters Scaled)
 KG0515
 KG0515                          SUPERSEDED SURVEY CONTROL
 KG0515
 KG0515  NGVD 29 (02/14/92)  741.379  (m)         2432.34   (f) ADJUSTED    1 2
 KG0515
 KG0515.Superseded values are not recommended for survey control.
 KG0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0515.See file dsdata.txt to determine how the superseded data were derived.
 KG0515
 KG0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK237041(NAD 83)
 KG0515_MARKER: I = METAL ROD
 KG0515_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0515_SP_SET: STAINLESS STEEL ROD
 KG0515_STAMPING: Q 364 1986
 KG0515_MARK LOGO: NGS   
 KG0515_PROJECTION: FLUSH
 KG0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0515_ROD/PIPE-DEPTH: 12.2 meters
 KG0515
 KG0515  HISTORY     - Date     Condition        Report By
 KG0515  HISTORY     - 1986     MONUMENTED       NGS
 KG0515
 KG0515                          STATION DESCRIPTION
 KG0515
 KG0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0515'6.1 KM (3.8 MI) SOUTH FROM NORTON.
 KG0515'6.1 KM (3.8 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0515'HIGHWAY 36 AT NORTON, AT A SMALL OFFSET IN THE RIGHT OF WAY FENCE AND
 KG0515'A SECTION LINE FENCE LEADING WEST, 0.65 KM (0.4 MI) NORTH OF MILEPOST
 KG0515'202, 18.0 METERS (59 FT) WEST OF THE HIGHWAY CENTERLINE, 8.5 METERS
 KG0515'(28 FT) SOUTH OF A POWER POLE, 0.3 METER (1 FT) EAST OF THE EAST ONE
 KG0515'OF TWO FENCE CORNER POSTS AND 0.3 METER (1 FT) EAST OF A CONCRETE
 KG0515'RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KG0515'5-INCH LOGO CAP.
 KG0515'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KG0515'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0498 ***********************************************************************
 KG0498  DESIGNATION -  Q 365
 KG0498  PID         -  KG0498
 KG0498  STATE/COUNTY-  KS/GRAHAM
 KG0498  USGS QUAD   -  EDMOND SE (1978)
 KG0498
 KG0498                         *CURRENT SURVEY CONTROL
 KG0498  ___________________________________________________________________
 KG0498* NAD 83(1997)-  39 33 12.82091(N)    099 50 39.58051(W)     ADJUSTED  
 KG0498* NAVD 88     -       719.009  (meters)    2358.95   (feet)  ADJUSTED  
 KG0498  ___________________________________________________________________
 KG0498  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 KG0498  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 KG0498  DYNAMIC HT  -         718.503 (meters)    2357.29  (feet)  COMP
 KG0498  MODELED GRAV-     979,900.1   (mgal)                       NAVD 88
 KG0498
 KG0498  HORZ ORDER  -  THIRD
 KG0498  VERT ORDER  -  FIRST     CLASS II
 KG0498
 KG0498.The horizontal coordinates were established by GPS observations
 KG0498.and adjusted by the National Geodetic Survey in October 1998..
 KG0498
 KG0498.The orthometric height was determined by differential leveling
 KG0498.and adjusted by the National Geodetic Survey in June 1991..
 KG0498
 KG0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0498
 KG0498.The geoid height was determined by GEOID03.
 KG0498
 KG0498.The dynamic height is computed by dividing the NAVD 88
 KG0498.geopotential number by the normal gravity value computed on the
 KG0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0498.degrees latitude (g = 980.6199 gals.).
 KG0498
 KG0498.The modeled gravity was interpolated from observed gravity values.
 KG0498
 KG0498;                    North         East     Units Scale Factor Converg.
 KG0498;SPC KS N     -   137,075.649   241,500.467   MT  0.99997079   -1 10 01.0
 KG0498;UTM  14      - 4,378,549.179   427,460.766   MT  0.99966478   -0 32 15.7
 KG0498
 KG0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0498!SPC KS N     -   0.99989116  x   0.99997079  =   0.99986196
 KG0498!UTM  14      -   0.99989116  x   0.99966478  =   0.99955598
 KG0498
 KG0498                          SUPERSEDED SURVEY CONTROL
 KG0498
 KG0498  NAD 83(1997)-  39 33 12.82402(N)    099 50 39.58039(W) AD(       ) 3
 KG0498  NAD 83(1986)-  39 33 12.82753(N)    099 50 39.57817(W) AD(       ) 3
 KG0498  NGVD 29 (02/14/92)  718.724  (m)         2358.01   (f) ADJUSTED    1 2
 KG0498
 KG0498.Superseded values are not recommended for survey control.
 KG0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0498.See file dsdata.txt to determine how the superseded data were derived.
 KG0498
 KG0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ2746178549(NAD 83)
 KG0498_MARKER: I = METAL ROD
 KG0498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0498_SP_SET: STAINLESS STEEL ROD
 KG0498_STAMPING: Q 365 1986
 KG0498_MARK LOGO: NGS   
 KG0498_PROJECTION: FLUSH
 KG0498_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KG0498+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1991
 KG0498_ROD/PIPE-DEPTH: 15.2 meters
 KG0498
 KG0498  HISTORY     - Date     Condition        Report By
 KG0498  HISTORY     - 1986     MONUMENTED       NGS
 KG0498  HISTORY     - 19910331 GOOD             NGS
 KG0498
 KG0498                          STATION DESCRIPTION
 KG0498
 KG0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0498'20.7 KM (12.85 MI) NORTH FROM HILL CITY.
 KG0498'20.74 KM (12.96 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0498'HIGHWAY 24 AT HILL CITY, IN THE NORTHEAST CORNER OF THE JUNCTION OF A
 KG0498'DIRT ROAD, 0.78 KM (0.48 MI) NORTH OF MILEPOST 184, 23.1 METERS (76
 KG0498'FT) EAST OF THE HIGHWAY CENTERLINE, 10.6 METERS (35 FT) NORTH OF THE
 KG0498'CENTER OF THE ROAD, 0.6 METER (2 FT) SOUTHEAST OF A FENCE CORNER AND
 KG0498'0.4 METER (1.5 FT) EAST OF A CONCRETE RIGHT OF WAY MARKER.
 KG0498'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KG0498'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KG0498'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 KG0498
 KG0498                          STATION RECOVERY (1991)
 KG0498
 KG0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KG0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1070 ***********************************************************************
 KE1070  DESIGNATION -  Q 367
 KE1070  PID         -  KE1070
 KE1070  STATE/COUNTY-  KS/SHAWNEE
 KE1070  USGS QUAD   -  GRANTVILLE (1983)
 KE1070
 KE1070                         *CURRENT SURVEY CONTROL
 KE1070  ___________________________________________________________________
 KE1070* NAD 83(1986)-  39 02 36.     (N)    095 32 52.     (W)     SCALED    
 KE1070* NAVD 88     -       280.237  (meters)     919.41   (feet)  ADJUSTED  
 KE1070  ___________________________________________________________________
 KE1070  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KE1070  DYNAMIC HT  -         280.055 (meters)     918.81  (feet)  COMP
 KE1070  MODELED GRAV-     979,970.7   (mgal)                       NAVD 88
 KE1070
 KE1070  VERT ORDER  -  FIRST     CLASS II
 KE1070
 KE1070.The horizontal coordinates were scaled from a topographic map and have
 KE1070.an estimated accuracy of +/- 6 seconds.
 KE1070
 KE1070.The orthometric height was determined by differential leveling
 KE1070.and adjusted by the National Geodetic Survey in June 1991..
 KE1070
 KE1070.The geoid height was determined by GEOID03.
 KE1070
 KE1070.The dynamic height is computed by dividing the NAVD 88
 KE1070.geopotential number by the normal gravity value computed on the
 KE1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1070.degrees latitude (g = 980.6199 gals.).
 KE1070
 KE1070.The modeled gravity was interpolated from observed gravity values.
 KE1070
 KE1070;                    North         East    Units  Estimated Accuracy
 KE1070;SPC KS N     -    81,690.      612,260.      MT  (+/- 180 meters Scaled)
 KE1070
 KE1070                          SUPERSEDED SURVEY CONTROL
 KE1070
 KE1070.No superseded survey control is available for this station.
 KE1070
 KE1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD795246(NAD 83)
 KE1070_MARKER: I = METAL ROD
 KE1070_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KE1070_SP_SET: STAINLESS STEEL ROD
 KE1070_STAMPING: Q 367 1986
 KE1070_MARK LOGO: NGS   
 KE1070_PROJECTION: RECESSED 1 CENTIMETERS
 KE1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1070_ROD/PIPE-DEPTH: 7.3  meters
 KE1070
 KE1070  HISTORY     - Date     Condition        Report By
 KE1070  HISTORY     - 1986     MONUMENTED       NGS
 KE1070
 KE1070                          STATION DESCRIPTION
 KE1070
 KE1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1070'12.9 KM (8.0 MI) EAST FROM TOPEKA.
 KE1070'0.7 KM (0.45 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KE1070'STATION IN TOPEKA, THENCE 1.9 KM (1.2 MI) SOUTH ALONG THE SANTA FE
 KE1070'RAILROAD, THENCE 10.3 KM (6.4 MI) EASTERLY ALONG U.S. HIGHWAY 40,
 KE1070'80.8 M (265.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 19.3 M (63.3
 KE1070'FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO 623 GREEN ROAD,
 KE1070'AND 9.9 M (32.5 FT) WEST OF THE CENTER OF GREEN ROAD.  NOTE--ACCESS TO
 KE1070'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KE1070'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1599 ***********************************************************************
 JE1599  DESIGNATION -  Q 368
 JE1599  PID         -  JE1599
 JE1599  STATE/COUNTY-  KS/DOUGLAS
 JE1599  USGS QUAD   -  LAWRENCE EAST (1978)
 JE1599
 JE1599                         *CURRENT SURVEY CONTROL
 JE1599  ___________________________________________________________________
 JE1599* NAD 83(1986)-  38 56 00.     (N)    095 07 53.     (W)     SCALED    
 JE1599* NAVD 88     -       256.187  (meters)     840.51   (feet)  ADJUSTED  
 JE1599  ___________________________________________________________________
 JE1599  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 JE1599  DYNAMIC HT  -         256.020 (meters)     839.96  (feet)  COMP
 JE1599  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 JE1599
 JE1599  VERT ORDER  -  FIRST     CLASS II
 JE1599
 JE1599.The horizontal coordinates were scaled from a topographic map and have
 JE1599.an estimated accuracy of +/- 6 seconds.
 JE1599
 JE1599.The orthometric height was determined by differential leveling
 JE1599.and adjusted by the National Geodetic Survey in June 1991..
 JE1599
 JE1599.The geoid height was determined by GEOID03.
 JE1599
 JE1599.The dynamic height is computed by dividing the NAVD 88
 JE1599.geopotential number by the normal gravity value computed on the
 JE1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1599.degrees latitude (g = 980.6199 gals.).
 JE1599
 JE1599.The modeled gravity was interpolated from observed gravity values.
 JE1599
 JE1599;                    North         East    Units  Estimated Accuracy
 JE1599;SPC KS N     -    70,550.      648,680.      MT  (+/- 180 meters Scaled)
 JE1599
 JE1599                          SUPERSEDED SURVEY CONTROL
 JE1599
 JE1599.No superseded survey control is available for this station.
 JE1599
 JE1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD152115(NAD 83)
 JE1599_MARKER: DB = BENCH MARK DISK
 JE1599_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1599_SP_SET: BRIDGE ABUTMENT
 JE1599_STAMPING: Q 368 1986
 JE1599_MARK LOGO: NGS   
 JE1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1599
 JE1599  HISTORY     - Date     Condition        Report By
 JE1599  HISTORY     - 1986     MONUMENTED       NGS
 JE1599
 JE1599                          STATION DESCRIPTION
 JE1599
 JE1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1599'14.9 KM (9.25 MI) EAST FROM LAWRENCE.
 JE1599'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION WITH
 JE1599'U.S. HIGHWAY 40 IN LAWRENCE, THENCE 11.5 KM (7.15 MI) EASTERLY ALONG
 JE1599'STATE HIGHWAY 10, IN TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END
 JE1599'OF THE EAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE
 JE1599'WAKARUSA RIVER, AND 7.2 M (23.6 FT) SOUTH OF THE CENTERLINE OF THE
 JE1599'EAST BOUND LANES OF THE HIGHWAY.
 JE1599'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0750 ***********************************************************************
 HG0750  DESIGNATION -  Q 369
 HG0750  PID         -  HG0750
 HG0750  STATE/COUNTY-  KS/RENO
 HG0750  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0750
 HG0750                         *CURRENT SURVEY CONTROL
 HG0750  ___________________________________________________________________
 HG0750* NAD 83(1986)-  37 48 23.     (N)    098 00 06.     (W)     SCALED    
 HG0750* NAVD 88     -       477.978  (meters)    1568.17   (feet)  ADJUSTED  
 HG0750  ___________________________________________________________________
 HG0750  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 HG0750  DYNAMIC HT  -         477.602 (meters)    1566.93  (feet)  COMP
 HG0750  MODELED GRAV-     979,827.9   (mgal)                       NAVD 88
 HG0750
 HG0750  VERT ORDER  -  FIRST     CLASS II
 HG0750
 HG0750.The horizontal coordinates were scaled from a topographic map and have
 HG0750.an estimated accuracy of +/- 6 seconds.
 HG0750
 HG0750.The orthometric height was determined by differential leveling
 HG0750.and adjusted by the National Geodetic Survey in June 1991..
 HG0750
 HG0750.The geoid height was determined by GEOID03.
 HG0750
 HG0750.The dynamic height is computed by dividing the NAVD 88
 HG0750.geopotential number by the normal gravity value computed on the
 HG0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0750.degrees latitude (g = 980.6199 gals.).
 HG0750
 HG0750.The modeled gravity was interpolated from observed gravity values.
 HG0750
 HG0750;                    North         East    Units  Estimated Accuracy
 HG0750;SPC KS S     -   526,610.      443,880.      MT  (+/- 180 meters Scaled)
 HG0750
 HG0750                          SUPERSEDED SURVEY CONTROL
 HG0750
 HG0750.No superseded survey control is available for this station.
 HG0750
 HG0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG878848(NAD 83)
 HG0750_MARKER: I = METAL ROD
 HG0750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0750_SP_SET: STAINLESS STEEL ROD
 HG0750_STAMPING: Q 369 1986
 HG0750_MARK LOGO: NGS   
 HG0750_PROJECTION: FLUSH
 HG0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0750_ROD/PIPE-DEPTH: 18.0 meters
 HG0750
 HG0750  HISTORY     - Date     Condition        Report By
 HG0750  HISTORY     - 1986     MONUMENTED       NGS
 HG0750
 HG0750                          STATION DESCRIPTION
 HG0750
 HG0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0750'21.5 KM (13.35 MI) NE FROM KINGMAN.
 HG0750'21.5 KM (13.35 MI) NORTHERLY ALONG THE SANTA FE RAILROAD FROM ITS
 HG0750'JUNCTION WITH U.S. HIGHWAY 54 IN KINGMAN, 13.9 M (45.6 FT) SOUTHEAST
 HG0750'OF THE NEAR RAIL, 9.3 M (30.5 FT) SOUTH OF THE CENTER OF A DIRT ROAD,
 HG0750'AND 1.9 M (6.2 FT) SOUTH-SOUTHWEST OF THE END OF A FENCE LINE.
 HG0750'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0750'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0056 ***********************************************************************
 JH0056  DESIGNATION -  Q 37
 JH0056  PID         -  JH0056
 JH0056  STATE/COUNTY-  KS/SCOTT
 JH0056  USGS QUAD   -  TRACTOR (1978)
 JH0056
 JH0056                         *CURRENT SURVEY CONTROL
 JH0056  ___________________________________________________________________
 JH0056* NAD 83(1986)-  38 29 45.     (N)    100 52 14.     (W)     SCALED    
 JH0056* NAVD 88     -       908.207  (meters)    2979.68   (feet)  ADJUSTED  
 JH0056  ___________________________________________________________________
 JH0056  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 JH0056  DYNAMIC HT  -         907.438 (meters)    2977.15  (feet)  COMP
 JH0056  MODELED GRAV-     979,751.0   (mgal)                       NAVD 88
 JH0056
 JH0056  VERT ORDER  -  SECOND    CLASS 0
 JH0056
 JH0056.The horizontal coordinates were scaled from a topographic map and have
 JH0056.an estimated accuracy of +/- 6 seconds.
 JH0056
 JH0056.The orthometric height was determined by differential leveling
 JH0056.and adjusted by the National Geodetic Survey in June 1991..
 JH0056
 JH0056.The geoid height was determined by GEOID03.
 JH0056
 JH0056.The dynamic height is computed by dividing the NAVD 88
 JH0056.geopotential number by the normal gravity value computed on the
 JH0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0056.degrees latitude (g = 980.6199 gals.).
 JH0056
 JH0056.The modeled gravity was interpolated from observed gravity values.
 JH0056
 JH0056;                    North         East    Units  Estimated Accuracy
 JH0056;SPC KS S     -   605,640.      193,220.      MT  (+/- 180 meters Scaled)
 JH0056
 JH0056                          SUPERSEDED SURVEY CONTROL
 JH0056
 JH0056  NGVD 29 (??/??/92)  907.908  (m)         2978.69   (f) ADJ UNCH    2 0
 JH0056
 JH0056.Superseded values are not recommended for survey control.
 JH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0056.See file dsdata.txt to determine how the superseded data were derived.
 JH0056
 JH0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH368624(NAD 83)
 JH0056_MARKER: DB = BENCH MARK DISK
 JH0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0056+STABILITY: SURFACE MOTION
 JH0056
 JH0056  HISTORY     - Date     Condition        Report By
 JH0056  HISTORY     - UNK      MONUMENTED       CGS
 JH0056  HISTORY     - 1934     GOOD             NGS
 JH0056
 JH0056                          STATION DESCRIPTION
 JH0056
 JH0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0056'2.1 MI E FROM SCOTT CITY.
 JH0056'2.1 MILES EAST BY RAIL LOCATED ALONG THE R. OF W. OF THE MO.
 JH0056'P.R.R. N.E. CORNER OF SECTION 17 R32W T18S 48.5 FT N.W. CENTER
 JH0056'LINE OF TRACK 42 FT EAST POLE 680-20 31 FT WEST OF CENTER LINE
 JH0056'OF COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0770 ***********************************************************************
 KF0770  DESIGNATION -  Q 370
 KF0770  PID         -  KF0770
 KF0770  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0770  USGS QUAD   -  MANHATTAN (1991)
 KF0770
 KF0770                         *CURRENT SURVEY CONTROL
 KF0770  ___________________________________________________________________
 KF0770* NAD 83(1986)-  39 10 55.     (N)    096 33 11.     (W)     SCALED    
 KF0770* NAVD 88     -       307.589  (meters)    1009.15   (feet)  ADJUSTED  
 KF0770  ___________________________________________________________________
 KF0770  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 KF0770  DYNAMIC HT  -         307.385 (meters)    1008.48  (feet)  COMP
 KF0770  MODELED GRAV-     979,957.1   (mgal)                       NAVD 88
 KF0770
 KF0770  VERT ORDER  -  FIRST     CLASS II
 KF0770
 KF0770.The horizontal coordinates were scaled from a topographic map and have
 KF0770.an estimated accuracy of +/- 6 seconds.
 KF0770
 KF0770.The orthometric height was determined by differential leveling
 KF0770.and adjusted by the National Geodetic Survey in June 1991..
 KF0770
 KF0770.The geoid height was determined by GEOID03.
 KF0770
 KF0770.The dynamic height is computed by dividing the NAVD 88
 KF0770.geopotential number by the normal gravity value computed on the
 KF0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0770.degrees latitude (g = 980.6199 gals.).
 KF0770
 KF0770.The modeled gravity was interpolated from observed gravity values.
 KF0770
 KF0770;                    North         East    Units  Estimated Accuracy
 KF0770;SPC KS N     -    95,200.      525,010.      MT  (+/- 180 meters Scaled)
 KF0770
 KF0770                          SUPERSEDED SURVEY CONTROL
 KF0770
 KF0770.No superseded survey control is available for this station.
 KF0770
 KF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ113398(NAD 83)
 KF0770_MARKER: I = METAL ROD
 KF0770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KF0770_SP_SET: STAINLESS STEEL ROD
 KF0770_STAMPING: Q 370 1986
 KF0770_MARK LOGO: NGS   
 KF0770_PROJECTION: FLUSH
 KF0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0770_ROD/PIPE-DEPTH: 18.3 meters
 KF0770
 KF0770  HISTORY     - Date     Condition        Report By
 KF0770  HISTORY     - 1986     MONUMENTED       NGS
 KF0770
 KF0770                          STATION DESCRIPTION
 KF0770
 KF0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0770'0.9 KM (0.55 MI) EAST FROM MANHATTAN.
 KF0770'0.9 KM (0.55 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0770'STATION IN MANHATTAN, 17.4 M (57.1 FT) SOUTHEAST OF THE NEAR RAIL, 6.0
 KF0770'M (19.7 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD, AND 1.0 M (3.3
 KF0770'FT) SOUTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 KF0770'THROUGH A 5-INCH LOGO CAP.
 KF0770'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 KF0770'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1614 ***********************************************************************
 JE1614  DESIGNATION -  Q 371
 JE1614  PID         -  JE1614
 JE1614  STATE/COUNTY-  KS/JOHNSON
 JE1614  USGS QUAD   -  DE SOTO (1991)
 JE1614
 JE1614                         *CURRENT SURVEY CONTROL
 JE1614  ___________________________________________________________________
 JE1614* NAD 83(1986)-  38 57 02.     (N)    094 54 19.     (W)     SCALED    
 JE1614* NAVD 88     -       252.478  (meters)     828.34   (feet)  ADJUSTED  
 JE1614  ___________________________________________________________________
 JE1614  GEOID HEIGHT-         -32.10  (meters)                     GEOID03
 JE1614  DYNAMIC HT  -         252.312 (meters)     827.79  (feet)  COMP
 JE1614  MODELED GRAV-     979,964.6   (mgal)                       NAVD 88
 JE1614
 JE1614  VERT ORDER  -  FIRST     CLASS II
 JE1614
 JE1614.The horizontal coordinates were scaled from a topographic map and have
 JE1614.an estimated accuracy of +/- 6 seconds.
 JE1614
 JE1614.The orthometric height was determined by differential leveling
 JE1614.and adjusted by the National Geodetic Survey in June 1991..
 JE1614
 JE1614.The geoid height was determined by GEOID03.
 JE1614
 JE1614.The dynamic height is computed by dividing the NAVD 88
 JE1614.geopotential number by the normal gravity value computed on the
 JE1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1614.degrees latitude (g = 980.6199 gals.).
 JE1614
 JE1614.The modeled gravity was interpolated from observed gravity values.
 JE1614
 JE1614;                    North         East    Units  Estimated Accuracy
 JE1614;SPC KS N     -    73,100.      668,210.      MT  (+/- 180 meters Scaled)
 JE1614
 JE1614                          SUPERSEDED SURVEY CONTROL
 JE1614
 JE1614.No superseded survey control is available for this station.
 JE1614
 JE1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD348130(NAD 83)
 JE1614_MARKER: DB = BENCH MARK DISK
 JE1614_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1614_SP_SET: BRIDGE ABUTMENT
 JE1614_STAMPING: Q 371 1986
 JE1614_MARK LOGO: NGS   
 JE1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1614+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2001
 JE1614
 JE1614  HISTORY     - Date     Condition        Report By
 JE1614  HISTORY     - 1986     MONUMENTED       NGS
 JE1614  HISTORY     - 20010411 GOOD             LOCSUR
 JE1614
 JE1614                          STATION DESCRIPTION
 JE1614
 JE1614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1614'26.5 KM (16.45 MI) WEST FROM SHAWNEE.
 JE1614'14.3 KM (8.9 MI) WESTERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 JE1614'WITH INTERSTATE HIGHWAY 35 IN SHAWNEE, THENCE 7.4 KM (4.6 MI)
 JE1614'SOUTHERLY ALONG STATE HIGHWAY 7, THENCE 4.8 KM (3.0 MI) WESTERLY ALONG
 JE1614'STATE HIGHWAY 10, IN TOP OF AND 1.0 M (3.3 FT) SOUTHWEST OF THE
 JE1614'NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A HIGHWAY OVERPASS
 JE1614'OF A PAVED ROAD, AND 6.0 M (19.7 FT) NORTHEAST OF THE CENTERLINE OF
 JE1614'THE EAST BOUND LANES OF THE HIGHWAY.
 JE1614'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JE1614
 JE1614                          STATION RECOVERY (2001)
 JE1614
 JE1614'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KJD)
 JE1614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1651 ***********************************************************************
 KE1651  DESIGNATION -  Q 372
 KE1651  PID         -  KE1651
 KE1651  STATE/COUNTY-  KS/LEAVENWORTH
 KE1651  USGS QUAD   -  LEAVENWORTH (1984)
 KE1651
 KE1651                         *CURRENT SURVEY CONTROL
 KE1651  ___________________________________________________________________
 KE1651* NAD 83(1986)-  39 19 45.     (N)    094 54 46.     (W)     SCALED    
 KE1651* NAVD 88     -       248.352  (meters)     814.80   (feet)  ADJUSTED  
 KE1651  ___________________________________________________________________
 KE1651  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 KE1651  DYNAMIC HT  -         248.196 (meters)     814.29  (feet)  COMP
 KE1651  MODELED GRAV-     979,993.4   (mgal)                       NAVD 88
 KE1651
 KE1651  VERT ORDER  -  FIRST     CLASS II
 KE1651
 KE1651.The horizontal coordinates were scaled from a topographic map and have
 KE1651.an estimated accuracy of +/- 6 seconds.
 KE1651
 KE1651.The orthometric height was determined by differential leveling
 KE1651.and adjusted by the National Geodetic Survey in June 1991..
 KE1651
 KE1651.The geoid height was determined by GEOID03.
 KE1651
 KE1651.The dynamic height is computed by dividing the NAVD 88
 KE1651.geopotential number by the normal gravity value computed on the
 KE1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1651.degrees latitude (g = 980.6199 gals.).
 KE1651
 KE1651.The modeled gravity was interpolated from observed gravity values.
 KE1651
 KE1651;                    North         East    Units  Estimated Accuracy
 KE1651;SPC KS N     -   115,090.      666,130.      MT  (+/- 180 meters Scaled)
 KE1651
 KE1651                          SUPERSEDED SURVEY CONTROL
 KE1651
 KE1651.No superseded survey control is available for this station.
 KE1651
 KE1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD351550(NAD 83)
 KE1651_MARKER: DV = VERTICAL CONTROL DISK
 KE1651_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1651_SP_SET: PIER
 KE1651_STAMPING: Q 372 1989
 KE1651_MARK LOGO: NGS   
 KE1651_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1651+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 KE1651
 KE1651  HISTORY     - Date     Condition        Report By
 KE1651  HISTORY     - 1989     MONUMENTED       NGS
 KE1651  HISTORY     - 20050704 GOOD             GEOCAC
 KE1651
 KE1651                          STATION DESCRIPTION
 KE1651
 KE1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1651'IN LEAVENWORTH, AT THE INTERSECTION OF STATE HIGHWAY 92 AND 2ND
 KE1651'STREET, SET VERTICALLY IN THE WEST FACE OF THE MOST SOUTHERLY 1 OF 2
 KE1651'COLUMNS OF THE 1ST PIER EAST OF THE WEST ABUTMENT OF STATE HIGHWAY 92
 KE1651'BRIDGE SPANNING THE MISSOURI RIVER, 5.4 M (17.7 FT) EAST OF THE
 KE1651'CENTER OF THE STREET, 3.5 M (11.5 FT) SOUTH OF THE CENTER OF THE
 KE1651'HIGHWAY, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE STREET.
 KE1651
 KE1651                          STATION RECOVERY (2005)
 KE1651
 KE1651'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5112 ***********************************************************************
 AE5112  DESIGNATION -  Q 372
 AE5112  PID         -  AE5112
 AE5112  STATE/COUNTY-  KS/KIOWA
 AE5112  USGS QUAD   -  HAVILAND NE (1984)
 AE5112
 AE5112                         *CURRENT SURVEY CONTROL
 AE5112  ___________________________________________________________________
 AE5112* NAD 83(1986)-  37 37 47.     (N)    099 06 26.     (W)     SCALED    
 AE5112* NAVD 88     -       651.651  (meters)    2137.96   (feet)  ADJUSTED  
 AE5112  ___________________________________________________________________
 AE5112  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AE5112  DYNAMIC HT  -         651.096 (meters)    2136.14  (feet)  COMP
 AE5112  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 AE5112
 AE5112  VERT ORDER  -  FIRST     CLASS II
 AE5112
 AE5112.The horizontal coordinates were scaled from a topographic map and have
 AE5112.an estimated accuracy of +/- 6 seconds.
 AE5112
 AE5112.The orthometric height was determined by differential leveling
 AE5112.and adjusted by the National Geodetic Survey in July 2002..
 AE5112
 AE5112.The geoid height was determined by GEOID03.
 AE5112
 AE5112.The dynamic height is computed by dividing the NAVD 88
 AE5112.geopotential number by the normal gravity value computed on the
 AE5112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5112.degrees latitude (g = 980.6199 gals.).
 AE5112
 AE5112.The modeled gravity was interpolated from observed gravity values.
 AE5112
 AE5112;                    North         East    Units  Estimated Accuracy
 AE5112;SPC KS S     -   507,060.      346,400.      MT  (+/- 180 meters Scaled)
 AE5112
 AE5112                          SUPERSEDED SURVEY CONTROL
 AE5112
 AE5112.No superseded survey control is available for this station.
 AE5112
 AE5112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG905647(NAD 83)
 AE5112_MARKER: I = METAL ROD
 AE5112_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5112_STAMPING: Q 372 1997
 AE5112_MARK LOGO: NGS   
 AE5112_PROJECTION: FLUSH
 AE5112_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5112+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE5112_ROD/PIPE-DEPTH: 12.2 meters
 AE5112_SLEEVE-DEPTH  : 0.9 meters
 AE5112
 AE5112  HISTORY     - Date     Condition        Report By
 AE5112  HISTORY     - 1997     MONUMENTED       NGS
 AE5112
 AE5112                          STATION DESCRIPTION
 AE5112
 AE5112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE5112'1.8 KM (1.10 MI) NORTHERLY ALONG MAIN STREET AND A PAVED ROAD FROM THE
 AE5112'JUNCTION OF U.S.  HIGHWAY 54 IN HAVILAND, NEAR THE NORTHEAST CORNER OF
 AE5112'THE CITY CEMETERY, 25.3 M (83.0 FT) NORTH OF THE CENTER OF THE NORTH
 AE5112'ENTRANCE TO THE CEMETERY, 23.1 M (75.8 FT) SOUTH OF THE CENTER OF A
 AE5112'COUNTY ROAD, 9.0 M (29.5 FT) WEST OF THE ROAD CENTER, 2.7 M (8.9 FT)
 AE5112'SOUTHWEST OF A FENCE CORNER, 1.0 M (3.3 FT) WEST OF A WITNESS POST AND
 AE5112'FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS
 AE5112'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES
 AE5112'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6463 ***********************************************************************
 AE6463  DESIGNATION -  Q 375
 AE6463  PID         -  AE6463
 AE6463  STATE/COUNTY-  KS/MCPHERSON
 AE6463  USGS QUAD   -  CANTON (1985)
 AE6463
 AE6463                         *CURRENT SURVEY CONTROL
 AE6463  ___________________________________________________________________
 AE6463* NAD 83(1986)-  38 22 36.     (N)    097 25 57.     (W)     SCALED    
 AE6463* NAVD 88     -       483.042  (meters)    1584.78   (feet)  ADJUSTED  
 AE6463  ___________________________________________________________________
 AE6463  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AE6463  DYNAMIC HT  -         482.680 (meters)    1583.59  (feet)  COMP
 AE6463  MODELED GRAV-     979,863.6   (mgal)                       NAVD 88
 AE6463
 AE6463  VERT ORDER  -  FIRST     CLASS II
 AE6463
 AE6463.The horizontal coordinates were scaled from a topographic map and have
 AE6463.an estimated accuracy of +/- 6 seconds.
 AE6463
 AE6463.The orthometric height was determined by differential leveling
 AE6463.and adjusted by the National Geodetic Survey in July 2002..
 AE6463
 AE6463.The geoid height was determined by GEOID03.
 AE6463
 AE6463.The dynamic height is computed by dividing the NAVD 88
 AE6463.geopotential number by the normal gravity value computed on the
 AE6463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6463.degrees latitude (g = 980.6199 gals.).
 AE6463
 AE6463.The modeled gravity was interpolated from observed gravity values.
 AE6463
 AE6463;                    North         East    Units  Estimated Accuracy
 AE6463;SPC KS S     -   590,320.      493,280.      MT  (+/- 180 meters Scaled)
 AE6463
 AE6463                          SUPERSEDED SURVEY CONTROL
 AE6463
 AE6463.No superseded survey control is available for this station.
 AE6463
 AE6463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH369487(NAD 83)
 AE6463_MARKER: I = METAL ROD
 AE6463_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6463_STAMPING: Q 375 1998
 AE6463_MARK LOGO: NGS   
 AE6463_PROJECTION: FLUSH
 AE6463_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6463+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AE6463_ROD/PIPE-DEPTH: 6.9  meters
 AE6463_SLEEVE-DEPTH  : 0.9 meters
 AE6463
 AE6463  HISTORY     - Date     Condition        Report By
 AE6463  HISTORY     - 1998     MONUMENTED       NGS
 AE6463
 AE6463                          STATION DESCRIPTION
 AE6463
 AE6463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE6463'16.8 KM (10.45 MI) EASTERLY ALONG U.S.  HIGHWAY 56 FROM THE JUNCTION
 AE6463'OF INTERSTATE HIGHWAY 135 IN MCPHERSON (EXIT 60) , 22.5 M (73.8 FT)
 AE6463'SOUTH OF THE HIGHWAY CENTER, 15.8 M (51.8 FT) EAST OF THE EXTENDED
 AE6463'CENTER OF KANSAS STREET, 3.9 M (12.8 FT) EAST OF THE CENTER OF A FIELD
 AE6463'ENTRANCE AND GATE, 3.2 M (10.5 FT) WEST OF UNDERGROUND CABLE JUNCTION
 AE6463'BOX NUMBER 2, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M
 AE6463'(1.6 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AE6463'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AE6463'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0447 ***********************************************************************
 HF0447  DESIGNATION -  Q 39
 HF0447  PID         -  HF0447
 HF0447  STATE/COUNTY-  KS/SEDGWICK
 HF0447  USGS QUAD   -  ANDOVER (1982)
 HF0447
 HF0447                         *CURRENT SURVEY CONTROL
 HF0447  ___________________________________________________________________
 HF0447* NAD 83(1986)-  37 42 56.     (N)    097 14 40.     (W)     SCALED    
 HF0447* NAVD 88     -       422.355  (meters)    1385.68   (feet)  ADJUSTED  
 HF0447  ___________________________________________________________________
 HF0447  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF0447  DYNAMIC HT  -         422.025 (meters)    1384.59  (feet)  COMP
 HF0447  MODELED GRAV-     979,836.5   (mgal)                       NAVD 88
 HF0447
 HF0447  VERT ORDER  -  SECOND    CLASS 0
 HF0447
 HF0447.The horizontal coordinates were scaled from a topographic map and have
 HF0447.an estimated accuracy of +/- 6 seconds.
 HF0447
 HF0447.The orthometric height was determined by differential leveling
 HF0447.and adjusted by the National Geodetic Survey in June 1991..
 HF0447
 HF0447.The geoid height was determined by GEOID03.
 HF0447
 HF0447.The dynamic height is computed by dividing the NAVD 88
 HF0447.geopotential number by the normal gravity value computed on the
 HF0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0447.degrees latitude (g = 980.6199 gals.).
 HF0447
 HF0447.The modeled gravity was interpolated from observed gravity values.
 HF0447
 HF0447;                    North         East    Units  Estimated Accuracy
 HF0447;SPC KS S     -   517,160.      510,690.      MT  (+/- 180 meters Scaled)
 HF0447
 HF0447                          SUPERSEDED SURVEY CONTROL
 HF0447
 HF0447  NGVD 29 (??/??/92)  422.202  (m)         1385.17   (f) ADJ UNCH    2 0
 HF0447
 HF0447.Superseded values are not recommended for survey control.
 HF0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0447.See file dsdata.txt to determine how the superseded data were derived.
 HF0447
 HF0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG547757(NAD 83)
 HF0447_MARKER: DB = BENCH MARK DISK
 HF0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0447_SP_SET: CONCRETE POST
 HF0447_STAMPING: Q 39 1934
 HF0447_MARK LOGO: CGS   
 HF0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0447+STABILITY: SURFACE MOTION
 HF0447
 HF0447  HISTORY     - Date     Condition        Report By
 HF0447  HISTORY     - 1934     MONUMENTED       CGS
 HF0447  HISTORY     - 1954     GOOD             NGS
 HF0447  HISTORY     - 1987     GOOD             NOSAMC
 HF0447
 HF0447                          STATION DESCRIPTION
 HF0447
 HF0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HF0447'6 MI E FROM WICHITA.
 HF0447'6 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0447'WICHITA, AT MILEAGE 499.45, AT A ROAD CROSSING, 58 FEET EAST
 HF0447'OF THE CENTERLINE OF THE ROAD, AND 48 FEET SOUTH OF THE CENTERLINE
 HF0447'OF THE TRACK.  A STANDARD DISK, STAMPED Q 39 1934 AND SET IN
 HF0447'THE TOP OF A CONCRETE POST.
 HF0447
 HF0447                          STATION RECOVERY (1987)
 HF0447
 HF0447'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 HF0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0899 ***********************************************************************
 HF0899  DESIGNATION -  Q 4
 HF0899  PID         -  HF0899
 HF0899  STATE/COUNTY-  KS/RENO
 HF0899  USGS QUAD   -  ELMER (1961)
 HF0899
 HF0899                         *CURRENT SURVEY CONTROL
 HF0899  ___________________________________________________________________
 HF0899* NAD 83(1986)-  37 56 24.     (N)    097 57 00.     (W)     SCALED    
 HF0899* NAVD 88     -       474.481  (meters)    1556.69   (feet)  ADJUSTED  
 HF0899  ___________________________________________________________________
 HF0899  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 HF0899  DYNAMIC HT  -         474.115 (meters)    1555.49  (feet)  COMP
 HF0899  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 HF0899
 HF0899  VERT ORDER  -  FIRST     CLASS II
 HF0899
 HF0899.The horizontal coordinates were scaled from a topographic map and have
 HF0899.an estimated accuracy of +/- 6 seconds.
 HF0899
 HF0899.The orthometric height was determined by differential leveling
 HF0899.and adjusted by the National Geodetic Survey in June 1991..
 HF0899
 HF0899.The geoid height was determined by GEOID03.
 HF0899
 HF0899.The dynamic height is computed by dividing the NAVD 88
 HF0899.geopotential number by the normal gravity value computed on the
 HF0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0899.degrees latitude (g = 980.6199 gals.).
 HF0899
 HF0899.The modeled gravity was interpolated from observed gravity values.
 HF0899
 HF0899;                    North         East    Units  Estimated Accuracy
 HF0899;SPC KS S     -   541,460.      448,340.      MT  (+/- 180 meters Scaled)
 HF0899
 HF0899                          SUPERSEDED SURVEY CONTROL
 HF0899
 HF0899  NGVD 29 (??/??/92)  474.33   (m)         1556.2    (f) COMPUTED    1 2
 HF0899
 HF0899.Superseded values are not recommended for survey control.
 HF0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0899.See file dsdata.txt to determine how the superseded data were derived.
 HF0899
 HF0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG922996(NAD 83)
 HF0899_MARKER: H = DRILL HOLE
 HF0899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0899_SP_SET: IN STONE
 HF0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0899
 HF0899  HISTORY     - Date     Condition        Report By
 HF0899  HISTORY     - UNK      MONUMENTED       ATSFRR
 HF0899  HISTORY     - 1924     GOOD             NGS
 HF0899  HISTORY     - 1941     MARK NOT FOUND   NGS
 HF0899
 HF0899                          STATION DESCRIPTION
 HF0899
 HF0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1924
 HF0899'AT DARLOW.
 HF0899'286 FEET SOUTH OF CENTER LINE OF PUBLIC HIGHWAY CROSSING WITH
 HF0899'TRACK AND 88 FEET WEST OF CENTER LINE OF MAIN TRACK NEAR RAILWAY
 HF0899'COS FENCE SAND STONE BENCH MARK.
 HF0899
 HF0899                          STATION RECOVERY (1941)
 HF0899
 HF0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 HF0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0900 ***********************************************************************
 HF0900  DESIGNATION -  Q 4 RESET
 HF0900  PID         -  HF0900
 HF0900  STATE/COUNTY-  KS/RENO
 HF0900  USGS QUAD   -  ELMER (1961)
 HF0900
 HF0900                         *CURRENT SURVEY CONTROL
 HF0900  ___________________________________________________________________
 HF0900* NAD 83(1986)-  37 56 25.     (N)    097 57 00.     (W)     SCALED    
 HF0900* NAVD 88     -       474.461  (meters)    1556.63   (feet)  ADJUSTED  
 HF0900  ___________________________________________________________________
 HF0900  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 HF0900  DYNAMIC HT  -         474.095 (meters)    1555.43  (feet)  COMP
 HF0900  MODELED GRAV-     979,843.6   (mgal)                       NAVD 88
 HF0900
 HF0900  VERT ORDER  -  FIRST     CLASS II
 HF0900
 HF0900.The horizontal coordinates were scaled from a topographic map and have
 HF0900.an estimated accuracy of +/- 6 seconds.
 HF0900
 HF0900.The orthometric height was determined by differential leveling
 HF0900.and adjusted by the National Geodetic Survey in June 1991..
 HF0900
 HF0900.The geoid height was determined by GEOID03.
 HF0900
 HF0900.The dynamic height is computed by dividing the NAVD 88
 HF0900.geopotential number by the normal gravity value computed on the
 HF0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0900.degrees latitude (g = 980.6199 gals.).
 HF0900
 HF0900.The modeled gravity was interpolated from observed gravity values.
 HF0900
 HF0900;                    North         East    Units  Estimated Accuracy
 HF0900;SPC KS S     -   541,490.      448,340.      MT  (+/- 180 meters Scaled)
 HF0900
 HF0900                          SUPERSEDED SURVEY CONTROL
 HF0900
 HF0900  NGVD 29 (??/??/92)  474.309  (m)         1556.13   (f) ADJ UNCH    1 2
 HF0900
 HF0900.Superseded values are not recommended for survey control.
 HF0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0900.See file dsdata.txt to determine how the superseded data were derived.
 HF0900
 HF0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG922997(NAD 83)
 HF0900_MARKER: H = DRILL HOLE
 HF0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0900_SP_SET: LIMESTONE POST
 HF0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0900+STABILITY: SURFACE MOTION
 HF0900
 HF0900  HISTORY     - Date     Condition        Report By
 HF0900  HISTORY     - UNK      MONUMENTED       CGS
 HF0900  HISTORY     - 1953     GOOD             NGS
 HF0900  HISTORY     - 1986     MARK NOT FOUND   NGS
 HF0900
 HF0900                          STATION DESCRIPTION
 HF0900
 HF0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HF0900'5.3 MI N FROM CASTLETON.
 HF0900'5.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HF0900'RAILROAD FROM THE STATION AT CASTLETON, AT DARLO, 2 1/2 POLES
 HF0900'SOUTH OF A ROAD CROSSING, 11 1/2 POLES NORTH OF MILEPOST 8,
 HF0900'89 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD BOX
 HF0900'CAR WHICH WAS USED AS A STATION, 83 FEET WEST OF THE WEST
 HF0900'RAIL, 2.2 FEET EAST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS
 HF0900'POST, THE BOTTOM OF A SQUARE HOLE IN THE TOP OF A LIMESTONE
 HF0900'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 HF0900
 HF0900                          STATION RECOVERY (1986)
 HF0900
 HF0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HF0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0162 ***********************************************************************
 JG0162  DESIGNATION -  Q 40
 JG0162  PID         -  JG0162
 JG0162  STATE/COUNTY-  KS/STAFFORD
 JG0162  USGS QUAD   -  HUDSON (1971)
 JG0162
 JG0162                         *CURRENT SURVEY CONTROL
 JG0162  ___________________________________________________________________
 JG0162* NAD 83(1986)-  38 06 01.     (N)    098 39 27.     (W)     SCALED    
 JG0162* NAVD 88     -       568.066  (meters)    1863.73   (feet)  ADJUSTED  
 JG0162  ___________________________________________________________________
 JG0162  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 JG0162  DYNAMIC HT  -         567.623 (meters)    1862.28  (feet)  COMP
 JG0162  MODELED GRAV-     979,831.1   (mgal)                       NAVD 88
 JG0162
 JG0162  VERT ORDER  -  SECOND    CLASS 0
 JG0162
 JG0162.The horizontal coordinates were scaled from a topographic map and have
 JG0162.an estimated accuracy of +/- 6 seconds.
 JG0162
 JG0162.The orthometric height was determined by differential leveling
 JG0162.and adjusted by the National Geodetic Survey in June 1991..
 JG0162
 JG0162.The geoid height was determined by GEOID03.
 JG0162
 JG0162.The dynamic height is computed by dividing the NAVD 88
 JG0162.geopotential number by the normal gravity value computed on the
 JG0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0162.degrees latitude (g = 980.6199 gals.).
 JG0162
 JG0162.The modeled gravity was interpolated from observed gravity values.
 JG0162
 JG0162;                    North         East    Units  Estimated Accuracy
 JG0162;SPC KS S     -   559,120.      386,190.      MT  (+/- 180 meters Scaled)
 JG0162
 JG0162                          SUPERSEDED SURVEY CONTROL
 JG0162
 JG0162  NGVD 29 (??/??/92)  567.922  (m)         1863.26   (f) ADJ UNCH    2 0
 JG0162
 JG0162.Superseded values are not recommended for survey control.
 JG0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0162.See file dsdata.txt to determine how the superseded data were derived.
 JG0162
 JG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH300169(NAD 83)
 JG0162_MARKER: DB = BENCH MARK DISK
 JG0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0162_STAMPING: Q 40 1934
 JG0162_MARK LOGO: CGS   
 JG0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0162+STABILITY: SURFACE MOTION
 JG0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JG0162+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 JG0162
 JG0162  HISTORY     - Date     Condition        Report By
 JG0162  HISTORY     - 1934     MONUMENTED       CGS
 JG0162  HISTORY     - 1970     GOOD             USGS
 JG0162  HISTORY     - 19960530 GOOD             NFORK
 JG0162
 JG0162                          STATION DESCRIPTION
 JG0162
 JG0162'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 JG0162'9.9 MI N FROM STAFFORD.
 JG0162'ABOUT 9.9 MI N. ALONG THE MO. PAC. R.R. FROM STAFFORD, STAFFORD
 JG0162'CO., ABOUT 200 YDS. SE. OF THE STATION AT HUDSON, 37 FT W. AND
 JG0162'27 FT S. OF NW-SE R.R. X-ING.  E-W CO. RD., A STANDARD DISK,
 JG0162'STAMPED Q 40 1934 AND SET IN THE TOP OF A CONC. POST.
 JG0162
 JG0162                          STATION RECOVERY (1996)
 JG0162
 JG0162'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JG0162'THERE IS A LOT OF OIL FIELD ACTIVITY IN THIS AREA AND SOME SURVEYOR
 JG0162'MAY HAVE FOUND THIS MONUMENT IN POOR CONDITION AND SORT OF BUNCHED IT
 JG0162'BACK TOGETHER AND PUT NEW CONCRETE AROUND IT.  THIS MARK WAS NOT
 JG0162'INCLUDED IN 1996 GPS SURVEY BY NORTH FORK SURVEYING BECAUSE OF THE
 JG0162'VERY NEW LOOKING CONCRETE POURED AROUND IT AND THERE WERE SOME LARGE
 JG0162'TREES ON THE SOUTH SIDE OF THE ROAD THAT WOULD HAVE MADE GPS
 JG0162'DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0294 ***********************************************************************
 HF0294  DESIGNATION -  Q 41
 HF0294  PID         -  HF0294
 HF0294  STATE/COUNTY-  KS/BUTLER
 HF0294  USGS QUAD   -  LEON (1979)
 HF0294
 HF0294                         *CURRENT SURVEY CONTROL
 HF0294  ___________________________________________________________________
 HF0294* NAD 83(1986)-  37 41 19.     (N)    096 46 53.     (W)     SCALED    
 HF0294* NAVD 88     -       411.656  (meters)    1350.57   (feet)  ADJUSTED  
 HF0294  ___________________________________________________________________
 HF0294  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HF0294  DYNAMIC HT  -         411.331 (meters)    1349.51  (feet)  COMP
 HF0294  MODELED GRAV-     979,830.3   (mgal)                       NAVD 88
 HF0294
 HF0294  VERT ORDER  -  SECOND    CLASS 0
 HF0294
 HF0294.The horizontal coordinates were scaled from a topographic map and have
 HF0294.an estimated accuracy of +/- 6 seconds.
 HF0294
 HF0294.The orthometric height was determined by differential leveling
 HF0294.and adjusted by the National Geodetic Survey in June 1991..
 HF0294
 HF0294.The geoid height was determined by GEOID03.
 HF0294
 HF0294.The dynamic height is computed by dividing the NAVD 88
 HF0294.geopotential number by the normal gravity value computed on the
 HF0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0294.degrees latitude (g = 980.6199 gals.).
 HF0294
 HF0294.The modeled gravity was interpolated from observed gravity values.
 HF0294
 HF0294;                    North         East    Units  Estimated Accuracy
 HF0294;SPC KS S     -   514,820.      551,570.      MT  (+/- 180 meters Scaled)
 HF0294
 HF0294                          SUPERSEDED SURVEY CONTROL
 HF0294
 HF0294  NGVD 29 (??/??/92)  411.524  (m)         1350.14   (f) ADJ UNCH    2 0
 HF0294
 HF0294.Superseded values are not recommended for survey control.
 HF0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0294.See file dsdata.txt to determine how the superseded data were derived.
 HF0294
 HF0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG956735(NAD 83)
 HF0294_MARKER: DB = BENCH MARK DISK
 HF0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0294_SP_SET: BUILDING
 HF0294_STAMPING: Q 41 1934
 HF0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0294
 HF0294  HISTORY     - Date     Condition        Report By
 HF0294  HISTORY     - 1934     MONUMENTED       CGS
 HF0294  HISTORY     - 1962     GOOD             NGS
 HF0294  HISTORY     - 1982     GOOD             KSDT
 HF0294  HISTORY     - 1982     GOOD             KSDT
 HF0294  HISTORY     - 19910129 GOOD             USPSQD
 HF0294
 HF0294                          STATION DESCRIPTION
 HF0294
 HF0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 HF0294'AT LEON.
 HF0294'AT LEON, IN THE EAST WALL OF THE LEON STATE BANK, 27 FEET SOUTH
 HF0294'OF THE NORTHEAST CORNER OF THE BUILDING, 10.5 FEET WEST OF THE
 HF0294'CURB LINE OF THE MAIN STREET, AND 3.6 FEET ABOVE THE SIDEWALK.
 HF0294'A STANDARD DISK, STAMPED Q 41 1934 AND SET VERTICALLY.
 HF0294
 HF0294                          STATION RECOVERY (1982)
 HF0294
 HF0294'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 HF0294'RECOVERED IN GOOD CONDITION.
 HF0294
 HF0294                          STATION RECOVERY (1982)
 HF0294
 HF0294'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1982
 HF0294'RECOVERED IN GOOD CONDITION.
 HF0294
 HF0294                          STATION RECOVERY (1991)
 HF0294
 HF0294'RECOVERY NOTE BY US POWER SQUADRON 1991 (RC)
 HF0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0015 ***********************************************************************
 HF0015  DESIGNATION -  Q 42
 HF0015  PID         -  HF0015
 HF0015  STATE/COUNTY-  KS/GREENWOOD
 HF0015  USGS QUAD   -  FALL RIVER LAKE (1975)
 HF0015
 HF0015                         *CURRENT SURVEY CONTROL
 HF0015  ___________________________________________________________________
 HF0015* NAD 83(1986)-  37 37 31.     (N)    096 04 33.     (W)     SCALED    
 HF0015* NAVD 88     -       290.400  (meters)     952.75   (feet)  ADJUSTED  
 HF0015  ___________________________________________________________________
 HF0015  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 HF0015  DYNAMIC HT  -         290.171 (meters)     952.00  (feet)  COMP
 HF0015  MODELED GRAV-     979,835.1   (mgal)                       NAVD 88
 HF0015
 HF0015  VERT ORDER  -  SECOND    CLASS 0
 HF0015
 HF0015.The horizontal coordinates were scaled from a topographic map and have
 HF0015.an estimated accuracy of +/- 6 seconds.
 HF0015
 HF0015.The orthometric height was determined by differential leveling
 HF0015.and adjusted by the National Geodetic Survey in June 1991..
 HF0015
 HF0015.The geoid height was determined by GEOID03.
 HF0015
 HF0015.The dynamic height is computed by dividing the NAVD 88
 HF0015.geopotential number by the normal gravity value computed on the
 HF0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0015.degrees latitude (g = 980.6199 gals.).
 HF0015
 HF0015.The modeled gravity was interpolated from observed gravity values.
 HF0015
 HF0015;                    North         East    Units  Estimated Accuracy
 HF0015;SPC KS S     -   509,170.      613,960.      MT  (+/- 180 meters Scaled)
 HF0015
 HF0015                          SUPERSEDED SURVEY CONTROL
 HF0015
 HF0015  NGVD 29 (??/??/92)  290.258  (m)          952.29   (f) ADJ UNCH    2 0
 HF0015
 HF0015.Superseded values are not recommended for survey control.
 HF0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0015.See file dsdata.txt to determine how the superseded data were derived.
 HF0015
 HF0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG580682(NAD 83)
 HF0015_MARKER: DB = BENCH MARK DISK
 HF0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0015_STAMPING: Q 42 1934
 HF0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0015+STABILITY: SURFACE MOTION
 HF0015
 HF0015  HISTORY     - Date     Condition        Report By
 HF0015  HISTORY     - 1934     MONUMENTED       CGS
 HF0015  HISTORY     - 1975     MARK NOT FOUND   USGS
 HF0015  HISTORY     - 1975     MARK NOT FOUND   USGS
 HF0015  HISTORY     - 19910129 GOOD             USPSQD
 HF0015
 HF0015                          STATION DESCRIPTION
 HF0015
 HF0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0015'3 MI W FROM FALL RIVER.
 HF0015'3.0 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0015'FALL RIVER, AT MILEAGE 429.45, 750 FEET SOUTH OF THE CENTERLINE
 HF0015'OF NEW STATE HIGHWAY 96, 30 FEET WEST OF THE CENTERLINE OF A
 HF0015'PRIVATE ROAD, AND 47 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 HF0015'A STANDARD DISK, STAMPED Q 42 1934 AND SET IN THE TOP OF A
 HF0015'CONCRETE POST.
 HF0015
 HF0015                          STATION RECOVERY (1975)
 HF0015
 HF0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HF0015'MARK NOT FOUND.
 HF0015
 HF0015                          STATION RECOVERY (1975)
 HF0015
 HF0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HF0015'MARK NOT FOUND.
 HF0015
 HF0015                          STATION RECOVERY (1991)
 HF0015
 HF0015'RECOVERY NOTE BY US POWER SQUADRON 1991 (JB)
 HF0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0267 ***********************************************************************
 HF0267  DESIGNATION -  Q 43
 HF0267  PID         -  HF0267
 HF0267  STATE/COUNTY-  KS/COWLEY
 HF0267  USGS QUAD   -  ATLANTA (1964)
 HF0267
 HF0267                         *CURRENT SURVEY CONTROL
 HF0267  ___________________________________________________________________
 HF0267* NAD 83(1997)-  37 22 48.19444(N)    096 51 41.53177(W)     ADJUSTED  
 HF0267* NAVD 88     -       410.019  (meters)    1345.20   (feet)  ADJUSTED  
 HF0267  ___________________________________________________________________
 HF0267  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 HF0267  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 HF0267  DYNAMIC HT  -         409.685 (meters)    1344.11  (feet)  COMP
 HF0267  MODELED GRAV-     979,803.2   (mgal)                       NAVD 88
 HF0267
 HF0267  HORZ ORDER  -  SECOND
 HF0267  VERT ORDER  -  SECOND    CLASS 0
 HF0267
 HF0267.The horizontal coordinates were established by classical geodetic methods
 HF0267.and adjusted by the National Geodetic Survey in October 1998..
 HF0267
 HF0267.The orthometric height was determined by differential leveling
 HF0267.and adjusted by the National Geodetic Survey in June 1991..
 HF0267
 HF0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0267
 HF0267.The geoid height was determined by GEOID03.
 HF0267
 HF0267.The dynamic height is computed by dividing the NAVD 88
 HF0267.geopotential number by the normal gravity value computed on the
 HF0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0267.degrees latitude (g = 980.6199 gals.).
 HF0267
 HF0267.The modeled gravity was interpolated from observed gravity values.
 HF0267
 HF0267;                    North         East     Units Scale Factor Converg.
 HF0267;SPC KS S     -   480,450.363   545,102.862   MT  0.99997964   +1 00 24.8
 HF0267;UTM  14      - 4,139,179.954   689,332.538   MT  1.00004158   +1 17 55.1
 HF0267
 HF0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0267!SPC KS S     -   0.99994024  x   0.99997964  =   0.99991988
 HF0267!UTM  14      -   0.99994024  x   1.00004158  =   0.99998182
 HF0267
 HF0267                          SUPERSEDED SURVEY CONTROL
 HF0267
 HF0267  NAD 83(1997)-  37 22 48.19620(N)    096 51 41.52250(W) AD(       ) 2
 HF0267  NAD 83(1986)-  37 22 48.20634(N)    096 51 41.52394(W) AD(       ) 2
 HF0267  NAD 27      -  37 22 48.12472(N)    096 51 40.40485(W) AD(       ) 2
 HF0267  NGVD 29 (??/??/92)  409.879  (m)         1344.74   (f) ADJ UNCH    2 0
 HF0267
 HF0267.Superseded values are not recommended for survey control.
 HF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0267.See file dsdata.txt to determine how the superseded data were derived.
 HF0267
 HF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8933339180(NAD 83)
 HF0267_MARKER: DB = BENCH MARK DISK
 HF0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0267_STAMPING: Q 43 1934
 HF0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0267+STABILITY: SURFACE MOTION
 HF0267
 HF0267  HISTORY     - Date     Condition        Report By
 HF0267  HISTORY     - 1934     MONUMENTED       CGS
 HF0267  HISTORY     - 1962     GOOD             NGS
 HF0267  HISTORY     - 20031124 POOR             INDIV
 HF0267
 HF0267                          STATION DESCRIPTION
 HF0267
 HF0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0267'6.7 MI S FROM ATLANTA.
 HF0267'6.7 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0267'ATLANTA, COWLEY COUNTY, AT MILEAGE 487.50, 33 FEET WEST OF THE
 HF0267'CENTER LINE OF A COUNTY ROAD, AND 20 FEET NORTH OF THE
 HF0267'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED Q 43 1934
 HF0267'AND SET IN THE TOP OF A CONCRETE POST.
 HF0267
 HF0267                          STATION RECOVERY (1962)
 HF0267
 HF0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0267'RECOVERED IN GOOD CONDITION.
 HF0267
 HF0267                          STATION RECOVERY (2003)
 HF0267
 HF0267'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WPF)
 HF0267'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0905 ***********************************************************************
 JE0905  DESIGNATION -  Q 44 RESET
 JE0905  PID         -  JE0905
 JE0905  STATE/COUNTY-  KS/FRANKLIN
 JE0905  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE0905
 JE0905                         *CURRENT SURVEY CONTROL
 JE0905  ___________________________________________________________________
 JE0905* NAD 83(1986)-  38 32 59.     (N)    095 16 09.     (W)     SCALED    
 JE0905* NAVD 88     -       282.602  (meters)     927.17   (feet)  ADJUSTED  
 JE0905  ___________________________________________________________________
 JE0905  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JE0905  DYNAMIC HT  -         282.404 (meters)     926.52  (feet)  COMP
 JE0905  MODELED GRAV-     979,922.0   (mgal)                       NAVD 88
 JE0905
 JE0905  VERT ORDER  -  SECOND    CLASS 0
 JE0905
 JE0905.The horizontal coordinates were scaled from a topographic map and have
 JE0905.an estimated accuracy of +/- 6 seconds.
 JE0905
 JE0905.The orthometric height was determined by differential leveling
 JE0905.and adjusted by the National Geodetic Survey in June 1991..
 JE0905
 JE0905.The geoid height was determined by GEOID03.
 JE0905
 JE0905.The dynamic height is computed by dividing the NAVD 88
 JE0905.geopotential number by the normal gravity value computed on the
 JE0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0905.degrees latitude (g = 980.6199 gals.).
 JE0905
 JE0905.The modeled gravity was interpolated from observed gravity values.
 JE0905
 JE0905;                    North         East    Units  Estimated Accuracy
 JE0905;SPC KS S     -   613,880.      681,580.      MT  (+/- 180 meters Scaled)
 JE0905
 JE0905                          SUPERSEDED SURVEY CONTROL
 JE0905
 JE0905  NGVD 29 (??/??/92)  282.486  (m)          926.79   (f) ADJ UNCH    2 0
 JE0905
 JE0905.Superseded values are not recommended for survey control.
 JE0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0905.See file dsdata.txt to determine how the superseded data were derived.
 JE0905
 JE0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC022692(NAD 83)
 JE0905_MARKER: DB = BENCH MARK DISK
 JE0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0905_STAMPING: Q 44 RESET 1938
 JE0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0905+STABILITY: SURFACE MOTION
 JE0905
 JE0905  HISTORY     - Date     Condition        Report By
 JE0905  HISTORY     - 1938     MONUMENTED       LOCENG
 JE0905  HISTORY     - 1950     GOOD             NGS
 JE0905
 JE0905                          STATION DESCRIPTION
 JE0905
 JE0905'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1938
 JE0905'4.3 MI S FROM OTTAWA.
 JE0905'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 49 YARDS NORTH
 JE0905'OF MILEPOST 63, 56 FEET NORTH OF THE CENTER OF DIRT ROAD CROSSING,
 JE0905'46 FEET WEST OF THE CENTER OF TRACK, 23 FEET NORTH OF A FENCE
 JE0905'CORNER AND 1 AND 1/2 FEET EAST OF THE RIGHT-OF-WAY FENCE.  THE
 JE0905'DISK IS SET IN THE TOP OF A CONCRETE POST, PROJECTING 8 INCHES.
 JE0905
 JE0905                          STATION RECOVERY (1950)
 JE0905
 JE0905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0193 ***********************************************************************
 JH0193  DESIGNATION -  Q 5
 JH0193  PID         -  JH0193
 JH0193  STATE/COUNTY-  KS/LOGAN
 JH0193  USGS QUAD   -  MOUTH OF LAKE CREEK (1969)
 JH0193
 JH0193                         *CURRENT SURVEY CONTROL
 JH0193  ___________________________________________________________________
 JH0193* NAD 83(1986)-  38 57 57.     (N)    101 27 29.     (W)     SCALED    
 JH0193* NAVD 88     -       966.550  (meters)    3171.09   (feet)  ADJUSTED  
 JH0193  ___________________________________________________________________
 JH0193  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 JH0193  DYNAMIC HT  -         965.735 (meters)    3168.42  (feet)  COMP
 JH0193  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 JH0193
 JH0193  VERT ORDER  -  FIRST     CLASS II
 JH0193
 JH0193.The horizontal coordinates were scaled from a topographic map and have
 JH0193.an estimated accuracy of +/- 6 seconds.
 JH0193
 JH0193.The orthometric height was determined by differential leveling
 JH0193.and adjusted by the National Geodetic Survey in June 1991..
 JH0193
 JH0193.The geoid height was determined by GEOID03.
 JH0193
 JH0193.The dynamic height is computed by dividing the NAVD 88
 JH0193.geopotential number by the normal gravity value computed on the
 JH0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0193.degrees latitude (g = 980.6199 gals.).
 JH0193
 JH0193.The modeled gravity was interpolated from observed gravity values.
 JH0193
 JH0193;                    North         East    Units  Estimated Accuracy
 JH0193;SPC KS N     -    75,940.      100,380.      MT  (+/- 180 meters Scaled)
 JH0193
 JH0193                          SUPERSEDED SURVEY CONTROL
 JH0193
 JH0193  NGVD 29 (??/??/92)  966.159  (m)         3169.81   (f) ADJ UNCH    1 2
 JH0193
 JH0193.Superseded values are not recommended for survey control.
 JH0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0193.See file dsdata.txt to determine how the superseded data were derived.
 JH0193
 JH0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ870158(NAD 83)
 JH0193_MARKER: DB = BENCH MARK DISK
 JH0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0193_STAMPING: Q 5 1933
 JH0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0193+STABILITY: SURFACE MOTION
 JH0193
 JH0193  HISTORY     - Date     Condition        Report By
 JH0193  HISTORY     - 1933     MONUMENTED       CGS
 JH0193  HISTORY     - 1952     GOOD             NGS
 JH0193
 JH0193                          STATION DESCRIPTION
 JH0193
 JH0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0193'4.4 MI SW FROM MC ALLASTER.
 JH0193'4.4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JH0193'STATION AT MC ALLASTER, 5 POLES NORTHEAST OF MILEPOST 413, AT
 JH0193'THE NORTHEAST END OF A CUT, ON TEH NORTHEAST SLOPE OF A HILL,
 JH0193'119 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 40, 45 FEET
 JH0193'SOUTHEAST OF THE SOUTHEAST RAIL, 1.7 FEET NORTHWEST OF A FENCE,
 JH0193'1.4 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 JH0193'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0272 ***********************************************************************
 JF0272  DESIGNATION -  Q 50
 JF0272  PID         -  JF0272
 JF0272  STATE/COUNTY-  KS/CHASE
 JF0272  USGS QUAD   -  CEDAR POINT (1989)
 JF0272
 JF0272                         *CURRENT SURVEY CONTROL
 JF0272  ___________________________________________________________________
 JF0272* NAD 83(1986)-  38 17 30.     (N)    096 45 20.     (W)     SCALED    
 JF0272* NAVD 88     -       374.764  (meters)    1229.54   (feet)  ADJUSTED  
 JF0272  ___________________________________________________________________
 JF0272  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 JF0272  DYNAMIC HT  -         374.490 (meters)    1228.64  (feet)  COMP
 JF0272  MODELED GRAV-     979,885.9   (mgal)                       NAVD 88
 JF0272
 JF0272  VERT ORDER  -  SECOND    CLASS 0
 JF0272
 JF0272.The horizontal coordinates were scaled from a topographic map and have
 JF0272.an estimated accuracy of +/- 6 seconds.
 JF0272
 JF0272.The orthometric height was determined by differential leveling
 JF0272.and adjusted by the National Geodetic Survey in June 1991..
 JF0272.WARNING-Repeat measurements at this control monument indicate possible
 JF0272.vertical movement.
 JF0272
 JF0272.The geoid height was determined by GEOID03.
 JF0272
 JF0272.The dynamic height is computed by dividing the NAVD 88
 JF0272.geopotential number by the normal gravity value computed on the
 JF0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0272.degrees latitude (g = 980.6199 gals.).
 JF0272
 JF0272.The modeled gravity was interpolated from observed gravity values.
 JF0272
 JF0272;                    North         East    Units  Estimated Accuracy
 JF0272;SPC KS S     -   581,780.      552,600.      MT  (+/- 180 meters Scaled)
 JF0272
 JF0272                          SUPERSEDED SURVEY CONTROL
 JF0272
 JF0272  NGVD 29 (??/??/92)  374.613  (m)         1229.04   (f) ADJ UNCH    2 0
 JF0272
 JF0272.Superseded values are not recommended for survey control.
 JF0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0272.See file dsdata.txt to determine how the superseded data were derived.
 JF0272
 JF0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH962405(NAD 83)
 JF0272_MARKER: DB = BENCH MARK DISK
 JF0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0272+STABILITY: SURFACE MOTION
 JF0272
 JF0272  HISTORY     - Date     Condition        Report By
 JF0272  HISTORY     - UNK      MONUMENTED       CGS
 JF0272  HISTORY     - 1934     GOOD             NGS
 JF0272  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0272
 JF0272                          STATION DESCRIPTION
 JF0272
 JF0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0272'4.1 MI E FROM CEDAR POINT.
 JF0272'4.1 MILES BY RAIL EAST ALONG THE RIGHT-OF-WAY OF THE R.R. CO.
 JF0272'180 FT. SOUTH OF CENTER-LINE OF U.S. HIGHWAY 50S 47.5 FT. NORTH
 JF0272'OF CENTER-LINE OF NORTH TRACK 8 FT. WEST OF CENTER-LINE OF
 JF0272'PRIVATE ROAD.
 JF0272
 JF0272                          STATION RECOVERY (1968)
 JF0272
 JF0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0385 ***********************************************************************
 JF0385  DESIGNATION -  Q 51
 JF0385  PID         -  JF0385
 JF0385  STATE/COUNTY-  KS/CHASE
 JF0385  USGS QUAD   -  DIAMOND SPRINGS (1972)
 JF0385
 JF0385                         *CURRENT SURVEY CONTROL
 JF0385  ___________________________________________________________________
 JF0385* NAD 83(1986)-  38 30 51.     (N)    096 42 29.     (W)     SCALED    
 JF0385* NAVD 88     -       390.262  (meters)    1280.38   (feet)  ADJUSTED  
 JF0385  ___________________________________________________________________
 JF0385  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 JF0385  DYNAMIC HT  -         389.982 (meters)    1279.47  (feet)  COMP
 JF0385  MODELED GRAV-     979,897.9   (mgal)                       NAVD 88
 JF0385
 JF0385  VERT ORDER  -  SECOND    CLASS 0
 JF0385
 JF0385.The horizontal coordinates were scaled from a topographic map and have
 JF0385.an estimated accuracy of +/- 6 seconds.
 JF0385
 JF0385.The orthometric height was determined by differential leveling
 JF0385.and adjusted by the National Geodetic Survey in June 1991..
 JF0385
 JF0385.The geoid height was determined by GEOID03.
 JF0385
 JF0385.The dynamic height is computed by dividing the NAVD 88
 JF0385.geopotential number by the normal gravity value computed on the
 JF0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0385.degrees latitude (g = 980.6199 gals.).
 JF0385
 JF0385.The modeled gravity was interpolated from observed gravity values.
 JF0385
 JF0385;                    North         East    Units  Estimated Accuracy
 JF0385;SPC KS S     -   606,550.      556,270.      MT  (+/- 180 meters Scaled)
 JF0385
 JF0385                          SUPERSEDED SURVEY CONTROL
 JF0385
 JF0385  NGVD 29 (??/??/92)  390.118  (m)         1279.91   (f) ADJ UNCH    2 0
 JF0385
 JF0385.Superseded values are not recommended for survey control.
 JF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0385.See file dsdata.txt to determine how the superseded data were derived.
 JF0385
 JF0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH998653(NAD 83)
 JF0385_MARKER: DB = BENCH MARK DISK
 JF0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0385+STABILITY: SURFACE MOTION
 JF0385
 JF0385  HISTORY     - Date     Condition        Report By
 JF0385  HISTORY     - UNK      MONUMENTED       CGS
 JF0385  HISTORY     - 1934     GOOD             NGS
 JF0385  HISTORY     - 1968     GOOD             NGS
 JF0385
 JF0385                          STATION DESCRIPTION
 JF0385
 JF0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0385'2.3 MI N FROM HYMER.
 JF0385'2.3 MI. NORTH BY RAIL, LOCATED ALONG THE R. OF W. OF THE SANTA
 JF0385'FE R.R. CO. 100 FT. S.E. OF THE CENTER OF PRIVATE ROAD CROSSING.
 JF0385'15 YDS. N.E. OF BRIDGE NO. 9-D.  49 FT. N.E. OF THE CENTER
 JF0385'LINE OF THE TRACK.
 JF0385
 JF0385                          STATION RECOVERY (1968)
 JF0385
 JF0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1076 ***********************************************************************
 JE1076  DESIGNATION -  Q 53
 JE1076  PID         -  JE1076
 JE1076  STATE/COUNTY-  KS/ANDERSON
 JE1076  USGS QUAD   -  GENEVA (1966)
 JE1076
 JE1076                         *CURRENT SURVEY CONTROL
 JE1076  ___________________________________________________________________
 JE1076* NAD 83(1986)-  38 04 30.     (N)    095 24 29.     (W)     SCALED    
 JE1076* NAVD 88     -       322.782  (meters)    1058.99   (feet)  POSTED    
 JE1076  ___________________________________________________________________
 JE1076  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 JE1076  DYNAMIC HT  -         322.540 (meters)    1058.20  (feet)  COMP
 JE1076  MODELED GRAV-     979,879.9   (mgal)                       NAVD 88
 JE1076
 JE1076  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 JE1076
 JE1076.The horizontal coordinates were scaled from a topographic map and have
 JE1076.an estimated accuracy of +/- 6 seconds.
 JE1076
 JE1076.The orthometric height was determined by differential leveling
 JE1076.and adjusted by the National Geodetic Survey in 1992..
 JE1076.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 JE1076.rate greater than 8.0 mm/km.
 JE1076
 JE1076.The geoid height was determined by GEOID03.
 JE1076
 JE1076.The dynamic height is computed by dividing the NAVD 88
 JE1076.geopotential number by the normal gravity value computed on the
 JE1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1076.degrees latitude (g = 980.6199 gals.).
 JE1076
 JE1076.The modeled gravity was interpolated from observed gravity values.
 JE1076
 JE1076;                    North         East    Units  Estimated Accuracy
 JE1076;SPC KS S     -   560,800.      671,230.      MT  (+/- 180 meters Scaled)
 JE1076
 JE1076                          SUPERSEDED SURVEY CONTROL
 JE1076
 JE1076  NGVD 29 (??/??/92)  322.70   (m)         1058.7    (f) COMPUTED    2 0
 JE1076
 JE1076.Superseded values are not recommended for survey control.
 JE1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1076.See file dsdata.txt to determine how the superseded data were derived.
 JE1076
 JE1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC887168(NAD 83)
 JE1076_MARKER: DB = BENCH MARK DISK
 JE1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1076_STAMPING: Q 53 1934
 JE1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1076+STABILITY: SURFACE MOTION
 JE1076
 JE1076  HISTORY     - Date     Condition        Report By
 JE1076  HISTORY     - 1934     MONUMENTED       CGS
 JE1076  HISTORY     - 1951     MARK NOT FOUND   NGS
 JE1076
 JE1076                          STATION DESCRIPTION
 JE1076
 JE1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1076'2.7 MI NW FROM COLONY.
 JE1076'0.5 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1076'FROM THE STATION AT COLONY, ANDERSON COUNTY, THENCE 2.2 MILES
 JE1076'WEST ALONG AN ABANDONED BRANCH OF THE MISSOURI PACIFIC RAILROAD,
 JE1076'47.6 FEET NORTH OF THE CENTER LINE OF THE OLD ROADBED, AND
 JE1076'43.5 FEET EAST OF THE CENTER LINE OF A SMALL NORTH-AND-SOUTH
 JE1076'STREAM.  A STANDARD DISK, STAMPED Q 53 1934 AND SET IN THE
 JE1076'TOP OF A CONCRETE POST.
 JE1076
 JE1076                          STATION RECOVERY (1951)
 JE1076
 JE1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0356 ***********************************************************************
 HE0356  DESIGNATION -  Q 55
 HE0356  PID         -  HE0356
 HE0356  STATE/COUNTY-  KS/NEOSHO
 HE0356  USGS QUAD   -  STARK (1973)
 HE0356
 HE0356                         *CURRENT SURVEY CONTROL
 HE0356  ___________________________________________________________________
 HE0356* NAD 83(1986)-  37 44 01.     (N)    095 08 43.     (W)     SCALED    
 HE0356* NAVD 88     -       318.609  (meters)    1045.30   (feet)  ADJUSTED  
 HE0356  ___________________________________________________________________
 HE0356  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 HE0356  DYNAMIC HT  -         318.362 (meters)    1044.49  (feet)  COMP
 HE0356  MODELED GRAV-     979,846.8   (mgal)                       NAVD 88
 HE0356
 HE0356  VERT ORDER  -  SECOND    CLASS 0
 HE0356
 HE0356.The horizontal coordinates were scaled from a topographic map and have
 HE0356.an estimated accuracy of +/- 6 seconds.
 HE0356
 HE0356.The orthometric height was determined by differential leveling
 HE0356.and adjusted by the National Geodetic Survey in June 1991..
 HE0356
 HE0356.The geoid height was determined by GEOID03.
 HE0356
 HE0356.The dynamic height is computed by dividing the NAVD 88
 HE0356.geopotential number by the normal gravity value computed on the
 HE0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0356.degrees latitude (g = 980.6199 gals.).
 HE0356
 HE0356.The modeled gravity was interpolated from observed gravity values.
 HE0356
 HE0356;                    North         East    Units  Estimated Accuracy
 HE0356;SPC KS S     -   523,730.      695,640.      MT  (+/- 180 meters Scaled)
 HE0356
 HE0356                          SUPERSEDED SURVEY CONTROL
 HE0356
 HE0356  NGVD 29 (??/??/92)  318.472  (m)         1044.85   (f) ADJ UNCH    2 0
 HE0356
 HE0356.Superseded values are not recommended for survey control.
 HE0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0356.See file dsdata.txt to determine how the superseded data were derived.
 HE0356
 HE0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB109784(NAD 83)
 HE0356_MARKER: DB = BENCH MARK DISK
 HE0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0356_STAMPING: Q 55 1934
 HE0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0356+STABILITY: SURFACE MOTION
 HE0356
 HE0356  HISTORY     - Date     Condition        Report By
 HE0356  HISTORY     - 1934     MONUMENTED       CGS
 HE0356  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0356
 HE0356                          STATION DESCRIPTION
 HE0356
 HE0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0356'1.1 MI S FROM SAVONBURG.
 HE0356'IN NEOSHO COUNTY, 1.1 MILES SOUTH ALONG THE MISSOURI-KANSAS-TEXAS
 HE0356'RAILROAD FROM SAVONBURG, ALLEN COUNTY, AT MILEAGE 107.4,
 HE0356'ON THE NEOSHO-ALLEN COUNTY LINE, AT A COUNTY-ROAD CROSSING,
 HE0356'59 FEET SOUTHWEST OF THE CENTER OF THE CROSSING, 46 FEET
 HE0356'WEST OF THE CENTER LINE OF THE TRACK, AND 36 FEET SOUTH
 HE0356'OF THE CENTER LINE OF THE COUNTY ROAD.  A STANDARD DISK,
 HE0356'STAMPED Q 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HE0356
 HE0356                          STATION RECOVERY (1964)
 HE0356
 HE0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0650 ***********************************************************************
 HH0650  DESIGNATION -  Q 556
 HH0650  PID         -  HH0650
 HH0650  STATE/COUNTY-  KS/HAMILTON
 HH0650  USGS QUAD   -  SYRACUSE EAST (1966)
 HH0650
 HH0650                         *CURRENT SURVEY CONTROL
 HH0650  ___________________________________________________________________
 HH0650* NAD 83(1986)-  37 58 06.     (N)    101 42 21.     (W)     SCALED    
 HH0650* NAVD 88     -       977.507  (meters)    3207.04   (feet)  ADJUSTED  
 HH0650  ___________________________________________________________________
 HH0650  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 HH0650  DYNAMIC HT  -         976.602 (meters)    3204.07  (feet)  COMP
 HH0650  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 HH0650
 HH0650  VERT ORDER  -  FIRST     CLASS II
 HH0650
 HH0650.The horizontal coordinates were scaled from a topographic map and have
 HH0650.an estimated accuracy of +/- 6 seconds.
 HH0650
 HH0650.The orthometric height was determined by differential leveling
 HH0650.and adjusted by the National Geodetic Survey in June 1991..
 HH0650
 HH0650.The geoid height was determined by GEOID03.
 HH0650
 HH0650.The dynamic height is computed by dividing the NAVD 88
 HH0650.geopotential number by the normal gravity value computed on the
 HH0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0650.degrees latitude (g = 980.6199 gals.).
 HH0650
 HH0650.The modeled gravity was interpolated from observed gravity values.
 HH0650
 HH0650;                    North         East    Units  Estimated Accuracy
 HH0650;SPC KS S     -   549,310.      118,380.      MT  (+/- 180 meters Scaled)
 HH0650
 HH0650                          SUPERSEDED SURVEY CONTROL
 HH0650
 HH0650.No superseded survey control is available for this station.
 HH0650
 HH0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH623057(NAD 83)
 HH0650_MARKER: I = METAL ROD
 HH0650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0650_SP_SET: STAINLESS STEEL ROD
 HH0650_STAMPING: Q 556 1986
 HH0650_MARK LOGO: NGS   
 HH0650_PROJECTION: FLUSH
 HH0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0650_ROD/PIPE-DEPTH: 12.2 meters
 HH0650
 HH0650  HISTORY     - Date     Condition        Report By
 HH0650  HISTORY     - 1986     MONUMENTED       NGS
 HH0650
 HH0650                          STATION DESCRIPTION
 HH0650
 HH0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0650'4.4 KM (2.75 MI) EAST FROM SYRACUSE.
 HH0650'4.4 KM (2.75 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0650'ROUTE 27 SOUTH AT SYRACUSE, AT A DIRT FIELD ROAD LEADING SOUTH AND A
 HH0650'RAILROAD CROSSING, 44.8 METERS (147.1 FT) SOUTH OF THE HIGHWAY
 HH0650'CENTERLINE, 14.2 METERS (46.5 FT) SOUTH OF THE SOUTH RAIL OF THE
 HH0650'ATCHISON, TOKEKA AND SANTA FE RAILROAD, 10.8 METERS (35.5 FT) EAST OF
 HH0650'THE CENTER OF THE ROAD, 4.3 METERS (14 FT) SOUTHEAST OF TELEPHONE POLE
 HH0650'38, 3.5 METERS (11.5 FT) SOUTHEAST OF A FENCE CORNER AND 0.3 METER
 HH0650'(1 FT) NORTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HH0650'5-INCH LOGO CAP.
 HH0650'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HH0650'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0112 ***********************************************************************
 JH0112  DESIGNATION -  Q 6 RESET
 JH0112  PID         -  JH0112
 JH0112  STATE/COUNTY-  KS/SCOTT
 JH0112  USGS QUAD   -  LAKE SCOTT SW (1978)
 JH0112
 JH0112                         *CURRENT SURVEY CONTROL
 JH0112  ___________________________________________________________________
 JH0112* NAD 83(1986)-  38 32 26.     (N)    100 54 26.     (W)     SCALED    
 JH0112* NAVD 88     -       910.266  (meters)    2986.43   (feet)  ADJUSTED  
 JH0112  ___________________________________________________________________
 JH0112  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 JH0112  DYNAMIC HT  -         909.501 (meters)    2983.92  (feet)  COMP
 JH0112  MODELED GRAV-     979,756.9   (mgal)                       NAVD 88
 JH0112
 JH0112  VERT ORDER  -  FIRST     CLASS II
 JH0112
 JH0112.The horizontal coordinates were scaled from a topographic map and have
 JH0112.an estimated accuracy of +/- 6 seconds.
 JH0112
 JH0112.The orthometric height was determined by differential leveling
 JH0112.and adjusted by the National Geodetic Survey in June 1991..
 JH0112
 JH0112.The geoid height was determined by GEOID03.
 JH0112
 JH0112.The dynamic height is computed by dividing the NAVD 88
 JH0112.geopotential number by the normal gravity value computed on the
 JH0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0112.degrees latitude (g = 980.6199 gals.).
 JH0112
 JH0112.The modeled gravity was interpolated from observed gravity values.
 JH0112
 JH0112;                    North         East    Units  Estimated Accuracy
 JH0112;SPC KS S     -   610,690.      190,150.      MT  (+/- 180 meters Scaled)
 JH0112
 JH0112                          SUPERSEDED SURVEY CONTROL
 JH0112
 JH0112  NGVD 29 (??/??/??)  909.90   (m)         2985.2    (f) RESET       3  
 JH0112
 JH0112.Superseded values are not recommended for survey control.
 JH0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0112.See file dsdata.txt to determine how the superseded data were derived.
 JH0112
 JH0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH337675(NAD 83)
 JH0112_MARKER: DB = BENCH MARK DISK
 JH0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0112_SP_SET: CONCRETE POST
 JH0112_STAMPING: Q 6 RESET 1940
 JH0112_MARK LOGO: CGS   
 JH0112_PROJECTION: PROJECTING 15 CENTIMETERS
 JH0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0112+STABILITY: SURFACE MOTION
 JH0112
 JH0112  HISTORY     - Date     Condition        Report By
 JH0112  HISTORY     - 1940     MONUMENTED       KSHC
 JH0112  HISTORY     - 1986     GOOD             NGS
 JH0112
 JH0112                          STATION DESCRIPTION
 JH0112
 JH0112'DESCRIBED BY KS HIGHWAY COMM 1940
 JH0112'3.7 MI N FROM SCOTT CITY.
 JH0112'ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE ATCHISON,
 JH0112'TOPEKA AND SANTA FE RAILWAY STATION AT SCOTT CITY, SCOTT COUNTY,
 JH0112'ABOUT 325 FEET SOUTHWEST OF THE JOHN WEICHMAN FARMHOUSE, ABOUT
 JH0112'90 FEET NORTH OF A COUNTY ROAD LEADING WEST AND ABOUT 64 FEET
 JH0112'WEST OF THE CENTER LINE OF THE OLD LOCATION OF THE HIGHWAY.
 JH0112'A STANDARD DISK, STAMPED Q 6 RESET 1940 AND SET IN THE TOP OF A
 JH0112'CONCRETE POST.
 JH0112
 JH0112                          STATION RECOVERY (1986)
 JH0112
 JH0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0112'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.25 KM (3.9
 JH0112'MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT SCOTT CITY, IN
 JH0112'THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD LEADING WEST,
 JH0112'0.78 KM (0.5 MI) SOUTH OF MILEPOST 111, 18.3 METERS (60 FT) WEST OF
 JH0112'THE HIGHWAY CENTERLINE, 24.8 METERS (81.5 FT) NORTH OF THE CENTER OF
 JH0112'THE ROAD AND 0.5 METER (1.5 FT) NORTH OF THE SOUTH ONE OF TWO WITNESS
 JH0112'POSTS.
 JH0112'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 JH0112'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0383 ***********************************************************************
 KH0383  DESIGNATION -  Q 77
 KH0383  PID         -  KH0383
 KH0383  STATE/COUNTY-  KS/THOMAS
 KH0383  USGS QUAD   -  COLBY (1967)
 KH0383
 KH0383                         *CURRENT SURVEY CONTROL
 KH0383  ___________________________________________________________________
 KH0383* NAD 83(1986)-  39 29 07.     (N)    101 03 16.     (W)     SCALED    
 KH0383* NAVD 88     -       943.613  (meters)    3095.84   (feet)  ADJUSTED  
 KH0383  ___________________________________________________________________
 KH0383  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 KH0383  DYNAMIC HT  -         942.875 (meters)    3093.42  (feet)  COMP
 KH0383  MODELED GRAV-     979,813.3   (mgal)                       NAVD 88
 KH0383
 KH0383  VERT ORDER  -  SECOND    CLASS 0
 KH0383
 KH0383.The horizontal coordinates were scaled from a topographic map and have
 KH0383.an estimated accuracy of +/- 6 seconds.
 KH0383
 KH0383.The orthometric height was determined by differential leveling
 KH0383.and adjusted by the National Geodetic Survey in June 1991..
 KH0383
 KH0383.The geoid height was determined by GEOID03.
 KH0383
 KH0383.The dynamic height is computed by dividing the NAVD 88
 KH0383.geopotential number by the normal gravity value computed on the
 KH0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0383.degrees latitude (g = 980.6199 gals.).
 KH0383
 KH0383.The modeled gravity was interpolated from observed gravity values.
 KH0383
 KH0383;                    North         East    Units  Estimated Accuracy
 KH0383;SPC KS N     -   132,310.      137,280.      MT  (+/- 180 meters Scaled)
 KH0383
 KH0383                          SUPERSEDED SURVEY CONTROL
 KH0383
 KH0383  NGVD 29 (??/??/92)  943.247  (m)         3094.64   (f) ADJ UNCH    2 0
 KH0383
 KH0383.Superseded values are not recommended for survey control.
 KH0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0383.See file dsdata.txt to determine how the superseded data were derived.
 KH0383
 KH0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ233726(NAD 83)
 KH0383_MARKER: DB = BENCH MARK DISK
 KH0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0383_STAMPING: Q-77 1934
 KH0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0383+STABILITY: SURFACE MOTION
 KH0383
 KH0383  HISTORY     - Date     Condition        Report By
 KH0383  HISTORY     - 1934     MONUMENTED       CGS
 KH0383
 KH0383                          STATION DESCRIPTION
 KH0383
 KH0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0383'6.4 MI N FROM COLBY.
 KH0383'6.4 MILES N OF AND ALONG STATE HWY 25.  AT THE FOOT OF A HILL,
 KH0383'80 FT W OF CENTER OF HIGHWAY, 27 FT W OF A TELEPHONE POLE
 KH0383'PAINTED BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0462 ***********************************************************************
 KH0462  DESIGNATION -  Q 80
 KH0462  PID         -  KH0462
 KH0462  STATE/COUNTY-  KS/WALLACE
 KH0462  USGS QUAD   -  HARRIS DRAW WEST (1979)
 KH0462
 KH0462                         *CURRENT SURVEY CONTROL
 KH0462  ___________________________________________________________________
 KH0462* NAD 83(1986)-  39 07 10.     (N)    101 43 41.     (W)     SCALED    
 KH0462* NAVD 88     -      1109.179  (meters)    3639.03   (feet)  ADJUSTED  
 KH0462  ___________________________________________________________________
 KH0462  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 KH0462  DYNAMIC HT  -        1108.226 (meters)    3635.90  (feet)  COMP
 KH0462  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 KH0462
 KH0462  VERT ORDER  -  SECOND    CLASS 0
 KH0462
 KH0462.The horizontal coordinates were scaled from a topographic map and have
 KH0462.an estimated accuracy of +/- 6 seconds.
 KH0462
 KH0462.The orthometric height was determined by differential leveling
 KH0462.and adjusted by the National Geodetic Survey in June 1991..
 KH0462.WARNING-Repeat measurements at this control monument indicate possible
 KH0462.vertical movement.
 KH0462
 KH0462.The geoid height was determined by GEOID03.
 KH0462
 KH0462.The dynamic height is computed by dividing the NAVD 88
 KH0462.geopotential number by the normal gravity value computed on the
 KH0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0462.degrees latitude (g = 980.6199 gals.).
 KH0462
 KH0462.The modeled gravity was interpolated from observed gravity values.
 KH0462
 KH0462;                    North         East    Units  Estimated Accuracy
 KH0462;SPC KS N     -    93,900.       77,700.      MT  (+/- 180 meters Scaled)
 KH0462
 KH0462                          SUPERSEDED SURVEY CONTROL
 KH0462
 KH0462  NGVD 29 (??/??/92) 1108.722  (m)         3637.53   (f) ADJ UNCH    2 0
 KH0462
 KH0462.Superseded values are not recommended for survey control.
 KH0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0462.See file dsdata.txt to determine how the superseded data were derived.
 KH0462
 KH0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ641335(NAD 83)
 KH0462_MARKER: DB = BENCH MARK DISK
 KH0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0462_STAMPING: Q 80 1935
 KH0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0462+STABILITY: SURFACE MOTION
 KH0462
 KH0462  HISTORY     - Date     Condition        Report By
 KH0462  HISTORY     - 1935     MONUMENTED       CGS
 KH0462  HISTORY     - 1940     GOOD             NGS
 KH0462
 KH0462                          STATION DESCRIPTION
 KH0462
 KH0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0462'16.2 MI S FROM GOODLAND.
 KH0462'TO REACH FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0462'STATION IN GOODLAND, PROCEED WESTERLY ON STREETS AND ROADS
 KH0462'PARALLELING RAILROAD TRACKS, GO 0.7 MILE, TURN LEFT (SOUTH)
 KH0462'ACROSS TRACKS ONTO SECTION LINE ROAD, GO 0.3 MILE, CONTINUE
 KH0462'STRAIGHT AHEAD ONTO STATE HIGHWAY NO. 27, GO 16.2 MILES.  BENCH
 KH0462'MARK IS AT T-INTERSECTION OF STATE HIGHWAY NO. 27 AND AN
 KH0462'EAST-WEST SECTION LINE ROAD, 65 FEET NORTHEAST OF CENTER OF
 KH0462'INTERSECTION, 56 FEET EAST OF CENTER LINE OF STATE HIGHWAY NO.
 KH0462'27, 31 FEET NORTH OF CENTER LINE OF EAST-WEST SECTION LINE ROAD,
 KH0462'2.5 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 KH0462'PROJECTING 20 FEET.  A STD. DISK B M IN CAST-IN-PLACE CONCRETE
 KH0462'POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0329 ***********************************************************************
 KH0329  DESIGNATION -  Q 81
 KH0329  PID         -  KH0329
 KH0329  STATE/COUNTY-  KS/SHERMAN
 KH0329  USGS QUAD   -  BREWSTER (1974)
 KH0329
 KH0329                         *CURRENT SURVEY CONTROL
 KH0329  ___________________________________________________________________
 KH0329* NAD 83(1986)-  39 21 09.     (N)    101 25 41.     (W)     SCALED    
 KH0329* NAVD 88     -      1053.064  (meters)    3454.93   (feet)  ADJUSTED  
 KH0329  ___________________________________________________________________
 KH0329  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 KH0329  DYNAMIC HT  -        1052.201 (meters)    3452.10  (feet)  COMP
 KH0329  MODELED GRAV-     979,771.5   (mgal)                       NAVD 88
 KH0329
 KH0329  VERT ORDER  -  SECOND    CLASS 0
 KH0329
 KH0329.The horizontal coordinates were scaled from a topographic map and have
 KH0329.an estimated accuracy of +/- 6 seconds.
 KH0329
 KH0329.The orthometric height was determined by differential leveling
 KH0329.and adjusted by the National Geodetic Survey in June 1991..
 KH0329
 KH0329.The geoid height was determined by GEOID03.
 KH0329
 KH0329.The dynamic height is computed by dividing the NAVD 88
 KH0329.geopotential number by the normal gravity value computed on the
 KH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0329.degrees latitude (g = 980.6199 gals.).
 KH0329
 KH0329.The modeled gravity was interpolated from observed gravity values.
 KH0329
 KH0329;                    North         East    Units  Estimated Accuracy
 KH0329;SPC KS N     -   118,730.      104,600.      MT  (+/- 180 meters Scaled)
 KH0329
 KH0329                          SUPERSEDED SURVEY CONTROL
 KH0329
 KH0329  NGVD 29 (??/??/92) 1052.647  (m)         3453.56   (f) ADJ UNCH    2 0
 KH0329
 KH0329.Superseded values are not recommended for survey control.
 KH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0329.See file dsdata.txt to determine how the superseded data were derived.
 KH0329
 KH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ907587(NAD 83)
 KH0329_MARKER: DB = BENCH MARK DISK
 KH0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0329_STAMPING: Q 81 1935
 KH0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0329+STABILITY: SURFACE MOTION
 KH0329
 KH0329  HISTORY     - Date     Condition        Report By
 KH0329  HISTORY     - 1935     MONUMENTED       CGS
 KH0329  HISTORY     - 1950     GOOD             LOCENG
 KH0329
 KH0329                          STATION DESCRIPTION
 KH0329
 KH0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0329'2.8 MI W FROM BREWSTER.
 KH0329'IN SHERMAN COUNTY, 2.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND
 KH0329'AND PACIFIC RAILROAD FROM THE STATION AT BREWSTER, THOMAS COUNTY,
 KH0329'95 FEET SOUTH OF MILE POLE 408/20, AT A NORTH-AND-SOUTH ROAD
 KH0329'CROSSING, 50 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 45
 KH0329'FEET EAST OF THE CENTER LINE OF THE ROAD, AND 1 FOOT SOUTH
 KH0329'AND 1.5 FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 KH0329'Q 81 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KH0329
 KH0329                          STATION RECOVERY (1950)
 KH0329
 KH0329'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 KH0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0416 ***********************************************************************
 KH0416  DESIGNATION -  Q 82
 KH0416  PID         -  KH0416
 KH0416  STATE/COUNTY-  KS/SHERMAN
 KH0416  USGS QUAD   -  RULETON SE (1974)
 KH0416
 KH0416                         *CURRENT SURVEY CONTROL
 KH0416  ___________________________________________________________________
 KH0416* NAD 83(1986)-  39 20 19.     (N)    101 52 26.     (W)     SCALED    
 KH0416* NAVD 88     -      1152.128  (meters)    3779.94   (feet)  ADJUSTED  
 KH0416  ___________________________________________________________________
 KH0416  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 KH0416  DYNAMIC HT  -        1151.152 (meters)    3776.74  (feet)  COMP
 KH0416  MODELED GRAV-     979,740.3   (mgal)                       NAVD 88
 KH0416
 KH0416  VERT ORDER  -  SECOND    CLASS 0
 KH0416
 KH0416.The horizontal coordinates were scaled from a topographic map and have
 KH0416.an estimated accuracy of +/- 6 seconds.
 KH0416
 KH0416.The orthometric height was determined by differential leveling
 KH0416.and adjusted by the National Geodetic Survey in June 1991..
 KH0416
 KH0416.The geoid height was determined by GEOID03.
 KH0416
 KH0416.The dynamic height is computed by dividing the NAVD 88
 KH0416.geopotential number by the normal gravity value computed on the
 KH0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0416.degrees latitude (g = 980.6199 gals.).
 KH0416
 KH0416.The modeled gravity was interpolated from observed gravity values.
 KH0416
 KH0416;                    North         East    Units  Estimated Accuracy
 KH0416;SPC KS N     -   118,740.       66,140.      MT  (+/- 180 meters Scaled)
 KH0416
 KH0416                          SUPERSEDED SURVEY CONTROL
 KH0416
 KH0416  NGVD 29 (??/??/92) 1151.659  (m)         3778.40   (f) ADJ UNCH    2 0
 KH0416
 KH0416.Superseded values are not recommended for survey control.
 KH0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0416.See file dsdata.txt to determine how the superseded data were derived.
 KH0416
 KH0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ523582(NAD 83)
 KH0416_MARKER: DB = BENCH MARK DISK
 KH0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0416_STAMPING: Q 82 1935
 KH0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0416+STABILITY: SURFACE MOTION
 KH0416
 KH0416  HISTORY     - Date     Condition        Report By
 KH0416  HISTORY     - 1935     MONUMENTED       CGS
 KH0416
 KH0416                          STATION DESCRIPTION
 KH0416
 KH0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0416'0.8 MI E FROM RULETON.
 KH0416'0.8 MILE EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0416'FROM THE STATION AT RULETON, SHERMAN COUNTY, 10.1 FEET EAST OF
 KH0416'MILE POLE 432/20, AT A ROAD CROSSING, 200 FEET EAST OF THE
 KH0416'CENTER LINE OF THE ROAD, AND 40 FEET NORTH OF THE CENTER LINE
 KH0416'OF THE TRACK.  A STANDARD DISK, STAMPED Q 82 1935 AND SET IN
 KH0416'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0306 ***********************************************************************
 JH0306  DESIGNATION -  Q 83
 JH0306  PID         -  JH0306
 JH0306  STATE/COUNTY-  KS/GREELEY
 JH0306  USGS QUAD   -  TRIBUNE (1970)
 JH0306
 JH0306                         *CURRENT SURVEY CONTROL
 JH0306  ___________________________________________________________________
 JH0306* NAD 83(1986)-  38 28 22.     (N)    101 51 57.     (W)     SCALED    
 JH0306* NAVD 88     -      1133.228  (meters)    3717.93   (feet)  ADJUSTED  
 JH0306  ___________________________________________________________________
 JH0306  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 JH0306  DYNAMIC HT  -        1132.201 (meters)    3714.56  (feet)  COMP
 JH0306  MODELED GRAV-     979,682.8   (mgal)                       NAVD 88
 JH0306
 JH0306  VERT ORDER  -  SECOND    CLASS 0
 JH0306
 JH0306.The horizontal coordinates were scaled from a topographic map and have
 JH0306.an estimated accuracy of +/- 6 seconds.
 JH0306
 JH0306.The orthometric height was determined by differential leveling
 JH0306.and adjusted by the National Geodetic Survey in June 1991..
 JH0306
 JH0306.The geoid height was determined by GEOID03.
 JH0306
 JH0306.The dynamic height is computed by dividing the NAVD 88
 JH0306.geopotential number by the normal gravity value computed on the
 JH0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0306.degrees latitude (g = 980.6199 gals.).
 JH0306
 JH0306.The modeled gravity was interpolated from observed gravity values.
 JH0306
 JH0306;                    North         East    Units  Estimated Accuracy
 JH0306;SPC KS S     -   605,760.      106,350.      MT  (+/- 180 meters Scaled)
 JH0306
 JH0306                          SUPERSEDED SURVEY CONTROL
 JH0306
 JH0306  NGVD 29 (??/??/92) 1132.764  (m)         3716.41   (f) ADJ UNCH    2 0
 JH0306
 JH0306.Superseded values are not recommended for survey control.
 JH0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0306.See file dsdata.txt to determine how the superseded data were derived.
 JH0306
 JH0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH499621(NAD 83)
 JH0306_MARKER: DB = BENCH MARK DISK
 JH0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0306_STAMPING: Q 83 1935
 JH0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0306+STABILITY: SURFACE MOTION
 JH0306
 JH0306  HISTORY     - Date     Condition        Report By
 JH0306  HISTORY     - 1935     MONUMENTED       CGS
 JH0306  HISTORY     - 1969     MARK NOT FOUND   USGS
 JH0306
 JH0306                          STATION DESCRIPTION
 JH0306
 JH0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JH0306'2 MI E FROM ASTOR.
 JH0306'2.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GANO
 JH0306'GRAIN ELEVATOR AT ASTOR, GREELEY COUNTY, 77 FEET SOUTHWEST OF
 JH0306'MILEPOST 735, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 4 FEET
 JH0306'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, AND 3 FEET WEST OF A WHITE
 JH0306'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 83 1935 AND SET
 JH0306'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 JH0306
 JH0306                          STATION RECOVERY (1969)
 JH0306
 JH0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JH0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0252 ***********************************************************************
 HH0252  DESIGNATION -  Q 84
 HH0252  PID         -  HH0252
 HH0252  STATE/COUNTY-  KS/GRANT
 HH0252  USGS QUAD   -  ULYSSES SW (1978)
 HH0252
 HH0252                         *CURRENT SURVEY CONTROL
 HH0252  ___________________________________________________________________
 HH0252* NAD 83(1986)-  37 33 43.     (N)    101 29 25.     (W)     SCALED    
 HH0252* NAVD 88     -       959.234  (meters)    3147.09   (feet)  ADJUSTED  
 HH0252  ___________________________________________________________________
 HH0252  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 HH0252  DYNAMIC HT  -         958.319 (meters)    3144.08  (feet)  COMP
 HH0252  MODELED GRAV-     979,644.1   (mgal)                       NAVD 88
 HH0252
 HH0252  VERT ORDER  -  SECOND    CLASS 0
 HH0252
 HH0252.The horizontal coordinates were scaled from a topographic map and have
 HH0252.an estimated accuracy of +/- 6 seconds.
 HH0252
 HH0252.The orthometric height was determined by differential leveling
 HH0252.and adjusted by the National Geodetic Survey in June 1991..
 HH0252
 HH0252.The geoid height was determined by GEOID03.
 HH0252
 HH0252.The dynamic height is computed by dividing the NAVD 88
 HH0252.geopotential number by the normal gravity value computed on the
 HH0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0252.degrees latitude (g = 980.6199 gals.).
 HH0252
 HH0252.The modeled gravity was interpolated from observed gravity values.
 HH0252
 HH0252;                    North         East    Units  Estimated Accuracy
 HH0252;SPC KS S     -   503,600.      135,860.      MT  (+/- 180 meters Scaled)
 HH0252
 HH0252                          SUPERSEDED SURVEY CONTROL
 HH0252
 HH0252  NGVD 29 (??/??/92)  958.832  (m)         3145.77   (f) ADJ UNCH    2 0
 HH0252
 HH0252.Superseded values are not recommended for survey control.
 HH0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0252.See file dsdata.txt to determine how the superseded data were derived.
 HH0252
 HH0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG800601(NAD 83)
 HH0252_MARKER: DB = BENCH MARK DISK
 HH0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0252_STAMPING: Q 84 1935
 HH0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0252+STABILITY: SURFACE MOTION
 HH0252
 HH0252  HISTORY     - Date     Condition        Report By
 HH0252  HISTORY     - 1935     MONUMENTED       CGS
 HH0252  HISTORY     - 1958     MARK NOT FOUND   USGS
 HH0252
 HH0252                          STATION DESCRIPTION
 HH0252
 HH0252'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HH0252'3.9 MI E FROM BIG BOW.
 HH0252'IN GRANT COUNTY, 3.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND
 HH0252'SANTA FE RAILWAY FROM THE STATION AT BIG BOW, STANTON COUNTY,
 HH0252'5-1/2 POLES EAST OF MILEPOST 31, AT A ROAD CROSSING, 49 FEET
 HH0252'NORTH OF THE CENTERLINE OF THE TRACK, 28 FEET EAST OF THE
 HH0252'CENTERLINE OF THE ROAD, AND 1.5 FEET WEST OF A FENCE CORNER.  A
 HH0252'STANDARD DISK, STAMPED Q 84 1935 AND SET IN THE TOP OF A CONCRETE
 HH0252'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0156 ***********************************************************************
 HH0156  DESIGNATION -  Q 85 RESET
 HH0156  PID         -  HH0156
 HH0156  STATE/COUNTY-  KS/SEWARD
 HH0156  USGS QUAD   -  LIBERAL NW (1968)
 HH0156
 HH0156                         *CURRENT SURVEY CONTROL
 HH0156  ___________________________________________________________________
 HH0156* NAD 83(1986)-  37 10 12.     (N)    100 58 41.     (W)     SCALED    
 HH0156* NAVD 88     -       877.55   (meters)    2879.1    (feet)  RESET     
 HH0156  ___________________________________________________________________
 HH0156  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 HH0156
 HH0156  VERT ORDER  -  THIRD
 HH0156
 HH0156.The horizontal coordinates were scaled from a topographic map and have
 HH0156.an estimated accuracy of +/- 6 seconds.
 HH0156
 HH0156.The orthometric height was computed from unverified reset data.
 HH0156
 HH0156.The geoid height was determined by GEOID03.
 HH0156
 HH0156;                    North         East    Units  Estimated Accuracy
 HH0156;SPC KS S     -   458,790.      179,940.      MT  (+/- 180 meters Scaled)
 HH0156
 HH0156                          SUPERSEDED SURVEY CONTROL
 HH0156
 HH0156.No superseded survey control is available for this station.
 HH0156
 HH0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG243155(NAD 83)
 HH0156_MARKER: DB = BENCH MARK DISK
 HH0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0156_STAMPING: Q 85 RESET 1968
 HH0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0156+STABILITY: SURFACE MOTION
 HH0156
 HH0156  HISTORY     - Date     Condition        Report By
 HH0156  HISTORY     - 1968     MONUMENTED       CGS
 HH0156
 HH0156                          STATION DESCRIPTION
 HH0156
 HH0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HH0156'6.9 MI E FROM WOODS.
 HH0156'ABOUT 6.9 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE STORE AT
 HH0156'WOODS, 90 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 270, 2.5 FEET
 HH0156'EAST OF A TELEPHONE POLE, 1.5 FEET WEST OF A METAL WITNESS POST,
 HH0156'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 HH0156'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0348 ***********************************************************************
 HH0348  DESIGNATION -  Q 86
 HH0348  PID         -  HH0348
 HH0348  STATE/COUNTY-  KS/STEVENS
 HH0348  USGS QUAD   -  FETERITA (1974)
 HH0348
 HH0348                         *CURRENT SURVEY CONTROL
 HH0348  ___________________________________________________________________
 HH0348* NAD 83(1986)-  37 10 12.     (N)    101 23 36.     (W)     SCALED    
 HH0348* NAVD 88     -       956.154  (meters)    3136.98   (feet)  ADJUSTED  
 HH0348  ___________________________________________________________________
 HH0348  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 HH0348  DYNAMIC HT  -         955.201 (meters)    3133.86  (feet)  COMP
 HH0348  MODELED GRAV-     979,601.9   (mgal)                       NAVD 88
 HH0348
 HH0348  VERT ORDER  -  SECOND    CLASS 0
 HH0348
 HH0348.The horizontal coordinates were scaled from a topographic map and have
 HH0348.an estimated accuracy of +/- 6 seconds.
 HH0348
 HH0348.The orthometric height was determined by differential leveling
 HH0348.and adjusted by the National Geodetic Survey in June 1991..
 HH0348
 HH0348.The geoid height was determined by GEOID03.
 HH0348
 HH0348.The dynamic height is computed by dividing the NAVD 88
 HH0348.geopotential number by the normal gravity value computed on the
 HH0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0348.degrees latitude (g = 980.6199 gals.).
 HH0348
 HH0348.The modeled gravity was interpolated from observed gravity values.
 HH0348
 HH0348;                    North         East    Units  Estimated Accuracy
 HH0348;SPC KS S     -   459,850.      143,070.      MT  (+/- 180 meters Scaled)
 HH0348
 HH0348                          SUPERSEDED SURVEY CONTROL
 HH0348
 HH0348  NGVD 29 (??/??/92)  955.738  (m)         3135.62   (f) ADJ UNCH    2 0
 HH0348
 HH0348.Superseded values are not recommended for survey control.
 HH0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0348.See file dsdata.txt to determine how the superseded data were derived.
 HH0348
 HH0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG875164(NAD 83)
 HH0348_MARKER: DB = BENCH MARK DISK
 HH0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0348_STAMPING: Q 86 1935
 HH0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0348+STABILITY: SURFACE MOTION
 HH0348
 HH0348  HISTORY     - Date     Condition        Report By
 HH0348  HISTORY     - 1935     MONUMENTED       CGS
 HH0348
 HH0348                          STATION DESCRIPTION
 HH0348
 HH0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0348'2.6 MI W FROM HUGOTON.
 HH0348'2.6 MILES WEST ALONG A COUNTY ROAD (THE 1935 LOCATION OF STATE
 HH0348'HIGHWAY 51) FROM THE COURTHOUSE AT HUGOTON, STEVENS COUNTY, AT
 HH0348'A ROAD INTERSECTION, 42 FEET NORTH OF THE CENTER LINE OF THE
 HH0348'COUNTY ROAD, 41 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 HH0348'ROAD, AND 3.5 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 HH0348'Q 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0403 ***********************************************************************
 HH0403  DESIGNATION -  Q 87
 HH0403  PID         -  HH0403
 HH0403  STATE/COUNTY-  KS/MORTON
 HH0403  USGS QUAD   -  SHORE AIRPORT SW (1973)
 HH0403
 HH0403                         *CURRENT SURVEY CONTROL
 HH0403  ___________________________________________________________________
 HH0403* NAD 83(1986)-  37 15 28.     (N)    101 43 08.     (W)     SCALED    
 HH0403* NAVD 88     -      1030.391  (meters)    3380.54   (feet)  ADJUSTED  
 HH0403  ___________________________________________________________________
 HH0403  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 HH0403  DYNAMIC HT  -        1029.361 (meters)    3377.16  (feet)  COMP
 HH0403  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 HH0403
 HH0403  VERT ORDER  -  SECOND    CLASS 0
 HH0403
 HH0403.The horizontal coordinates were scaled from a topographic map and have
 HH0403.an estimated accuracy of +/- 6 seconds.
 HH0403
 HH0403.The orthometric height was determined by differential leveling
 HH0403.and adjusted by the National Geodetic Survey in June 1991..
 HH0403
 HH0403.The geoid height was determined by GEOID03.
 HH0403
 HH0403.The dynamic height is computed by dividing the NAVD 88
 HH0403.geopotential number by the normal gravity value computed on the
 HH0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0403.degrees latitude (g = 980.6199 gals.).
 HH0403
 HH0403.The modeled gravity was interpolated from observed gravity values.
 HH0403
 HH0403;                    North         East    Units  Estimated Accuracy
 HH0403;SPC KS S     -   470,530.      114,510.      MT  (+/- 180 meters Scaled)
 HH0403
 HH0403                          SUPERSEDED SURVEY CONTROL
 HH0403
 HH0403  NGVD 29 (??/??/92) 1029.955  (m)         3379.11   (f) ADJ UNCH    2 0
 HH0403
 HH0403.Superseded values are not recommended for survey control.
 HH0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0403.See file dsdata.txt to determine how the superseded data were derived.
 HH0403
 HH0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG588269(NAD 83)
 HH0403_MARKER: DB = BENCH MARK DISK
 HH0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0403_STAMPING: Q 87 1935
 HH0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0403+STABILITY: SURFACE MOTION
 HH0403
 HH0403  HISTORY     - Date     Condition        Report By
 HH0403  HISTORY     - 1935     MONUMENTED       CGS
 HH0403
 HH0403                          STATION DESCRIPTION
 HH0403
 HH0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0403'4 MI E FROM RICHFIELD.
 HH0403'4.0 MILES EAST ALONG STATE HIGHWAY 51 FROM RICHFIELD, MORTON
 HH0403'COUNTY, AT A ROAD INTERSECTION, 39 FEET EAST OF THE CENTER
 HH0403'LINE OF THE ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HH0403'AND 2 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED Q 87 1935
 HH0403'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0026 ***********************************************************************
 HJ0026  DESIGNATION -  Q 88
 HJ0026  PID         -  HJ0026
 HJ0026  STATE/COUNTY-  KS/MORTON
 HJ0026  USGS QUAD   -  MIDWAY NE (1978)
 HJ0026
 HJ0026                         *CURRENT SURVEY CONTROL
 HJ0026  ___________________________________________________________________
 HJ0026* NAD 83(1986)-  37 08 28.     (N)    102 01 33.     (W)     SCALED    
 HJ0026* NAVD 88     -      1116.464  (meters)    3662.93   (feet)  ADJUSTED  
 HJ0026  ___________________________________________________________________
 HJ0026  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 HJ0026  DYNAMIC HT  -        1115.310 (meters)    3659.15  (feet)  COMP
 HJ0026  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 HJ0026
 HJ0026  VERT ORDER  -  SECOND    CLASS 0
 HJ0026
 HJ0026.The horizontal coordinates were scaled from a topographic map and have
 HJ0026.an estimated accuracy of +/- 6 seconds.
 HJ0026
 HJ0026.The orthometric height was determined by differential leveling
 HJ0026.and adjusted by the National Geodetic Survey in June 1991..
 HJ0026
 HJ0026.The geoid height was determined by GEOID03.
 HJ0026
 HJ0026.The dynamic height is computed by dividing the NAVD 88
 HJ0026.geopotential number by the normal gravity value computed on the
 HJ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0026.degrees latitude (g = 980.6199 gals.).
 HJ0026
 HJ0026.The modeled gravity was interpolated from observed gravity values.
 HJ0026
 HJ0026;                    North         East    Units  Estimated Accuracy
 HJ0026;SPC KS S     -   458,580.       86,810.      MT  (+/- 180 meters Scaled)
 HJ0026
 HJ0026                          SUPERSEDED SURVEY CONTROL
 HJ0026
 HJ0026  NGVD 29 (??/??/92) 1115.992  (m)         3661.38   (f) ADJ UNCH    2 0
 HJ0026
 HJ0026.Superseded values are not recommended for survey control.
 HJ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0026.See file dsdata.txt to determine how the superseded data were derived.
 HJ0026
 HJ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB641146(NAD 83)
 HJ0026_MARKER: DB = BENCH MARK DISK
 HJ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0026_STAMPING: Q 88 1935
 HJ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0026+STABILITY: SURFACE MOTION
 HJ0026
 HJ0026  HISTORY     - Date     Condition        Report By
 HJ0026  HISTORY     - 1935     MONUMENTED       CGS
 HJ0026  HISTORY     - 1974     MARK NOT FOUND   NGS
 HJ0026
 HJ0026                          STATION DESCRIPTION
 HJ0026
 HJ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0026'21.8 MI SW FROM RICHFIELD.
 HJ0026'ABOUT 1.0 MI. E. OF THE KANSAS-COLORADO STATE LINE, ABOUT 34 FT. E.
 HJ0026'OF THE CENTER LINE OF A CROSS-ROAD AND ABOUT 48 FT. N. OF THE
 HJ0026'CENTER LINE OF THE HWY.
 HJ0026
 HJ0026                          STATION RECOVERY (1974)
 HJ0026
 HJ0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HJ0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0494 ***********************************************************************
 HH0494  DESIGNATION -  Q 89
 HH0494  PID         -  HH0494
 HH0494  STATE/COUNTY-  KS/STANTON
 HH0494  USGS QUAD   -  JOHNSON WEST (1973)
 HH0494
 HH0494                         *CURRENT SURVEY CONTROL
 HH0494  ___________________________________________________________________
 HH0494* NAD 83(1986)-  37 37 16.     (N)    101 45 42.     (W)     SCALED    
 HH0494* NAVD 88     -      1021.130  (meters)    3350.16   (feet)  ADJUSTED  
 HH0494  ___________________________________________________________________
 HH0494  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 HH0494  DYNAMIC HT  -        1020.153 (meters)    3346.95  (feet)  COMP
 HH0494  MODELED GRAV-     979,638.3   (mgal)                       NAVD 88
 HH0494
 HH0494  VERT ORDER  -  SECOND    CLASS 0
 HH0494
 HH0494.The horizontal coordinates were scaled from a topographic map and have
 HH0494.an estimated accuracy of +/- 6 seconds.
 HH0494
 HH0494.The orthometric height was determined by differential leveling
 HH0494.and adjusted by the National Geodetic Survey in June 1991..
 HH0494
 HH0494.The geoid height was determined by GEOID03.
 HH0494
 HH0494.The dynamic height is computed by dividing the NAVD 88
 HH0494.geopotential number by the normal gravity value computed on the
 HH0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0494.degrees latitude (g = 980.6199 gals.).
 HH0494
 HH0494.The modeled gravity was interpolated from observed gravity values.
 HH0494
 HH0494;                    North         East    Units  Estimated Accuracy
 HH0494;SPC KS S     -   510,960.      112,130.      MT  (+/- 180 meters Scaled)
 HH0494
 HH0494                          SUPERSEDED SURVEY CONTROL
 HH0494
 HH0494  NGVD 29 (??/??/92) 1020.717  (m)         3348.80   (f) ADJ UNCH    2 0
 HH0494
 HH0494.Superseded values are not recommended for survey control.
 HH0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0494.See file dsdata.txt to determine how the superseded data were derived.
 HH0494
 HH0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG562673(NAD 83)
 HH0494_MARKER: DB = BENCH MARK DISK
 HH0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0494_STAMPING: Q 89 1935
 HH0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0494+STABILITY: SURFACE MOTION
 HH0494
 HH0494  HISTORY     - Date     Condition        Report By
 HH0494  HISTORY     - 1935     MONUMENTED       CGS
 HH0494
 HH0494                          STATION DESCRIPTION
 HH0494
 HH0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0494'0.4 MI W FROM JOHNSON.
 HH0494'0.4 MILE WEST ALONG A GRAVEL ROAD FROM THE ATCHISON, TOPEKA
 HH0494'AND SANTA FE RAILWAY STATION AT JOHNSON, STANTON COUNTY, THENCE
 HH0494'4.0 MILES NORTH ALONG STATE HIGHWAY 27, 0.5 MILE SOUTH OF BIG
 HH0494'BEAR CREEK, 60 FEET NORTHEAST OF THE CENTER OF THE T-JUNCTION
 HH0494'OF A ROAD LEADING EAST, 52 FEET EAST OF THE CENTERLINE OF
 HH0494'THE HIGHWAY, 31 FEET NORTH OF THE CENTERLINE OF THE ROAD, 4.4
 HH0494'FEET SOUTH OF THE SOUTH END OF A FENCE, AND 2.4 FEET WEST OF A
 HH0494'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED Q 89 1935
 HH0494'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.3 FEET ABOVE
 HH0494'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0495 ***********************************************************************
 HH0495  DESIGNATION -  Q 89 RESET
 HH0495  PID         -  HH0495
 HH0495  STATE/COUNTY-  KS/STANTON
 HH0495  USGS QUAD   -  JOHNSON WEST (1973)
 HH0495
 HH0495                         *CURRENT SURVEY CONTROL
 HH0495  ___________________________________________________________________
 HH0495* NAD 83(1986)-  37 37 16.     (N)    101 45 42.     (W)     SCALED    
 HH0495* NAVD 88     -      1020.95   (meters)    3349.6    (feet)  RESET     
 HH0495  ___________________________________________________________________
 HH0495  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 HH0495
 HH0495  VERT ORDER  -  THIRD
 HH0495
 HH0495.The horizontal coordinates were scaled from a topographic map and have
 HH0495.an estimated accuracy of +/- 6 seconds.
 HH0495
 HH0495.The orthometric height was computed from unverified reset data.
 HH0495
 HH0495.The geoid height was determined by GEOID03.
 HH0495
 HH0495;                    North         East    Units  Estimated Accuracy
 HH0495;SPC KS S     -   510,960.      112,130.      MT  (+/- 180 meters Scaled)
 HH0495
 HH0495                          SUPERSEDED SURVEY CONTROL
 HH0495
 HH0495.No superseded survey control is available for this station.
 HH0495
 HH0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG562673(NAD 83)
 HH0495_MARKER: DB = BENCH MARK DISK
 HH0495_SETTING: 0 = UNSPECIFIED SETTING
 HH0495_STAMPING: Q 89 RESET 1964
 HH0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0495
 HH0495  HISTORY     - Date     Condition        Report By
 HH0495  HISTORY     - 1964     MONUMENTED       CGS
 HH0495
 HH0495                          STATION DESCRIPTION
 HH0495
 HH0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HH0495'4.4 MI NW FROM JOHNSON.
 HH0495'ABOUT 0.4 MILES WEST ALONG A GRAVEL ROAD FROM THE ATCHISON,
 HH0495'TOPEKA AND SANTA FE RAILWAY STATION AT JOHNSON, STANTON COUNTY,
 HH0495'THENCE 4.0 MILES NORTH ALONG U.S. HIGHWAY 270 AND STATE HIGHWAY
 HH0495'27, AT A T-ROAD INTERSECTION, 90 FEET NORTHEAST OF THE
 HH0495'INTERSECTION, 65 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 HH0495'270 AND STATE HIGHWAY 27, 65 FEET NORTH OF THE CENTERLINE OF
 HH0495'EAST-WEST GRAVEL ROAD, 7 FEET NORTH OF A CONCRETE RIGHT-OF-WAY
 HH0495'POST, 5 FEET NORTHWEST OF A POWER POLE, 6 FEET NORTH OF A
 HH0495'FENCE CORNER, 1 1/2 FEET SOUTH OF A NEW STEEL WITNESS POST, AND
 HH0495'1 FOOT WEST OF A FENCE MARK PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0100 ***********************************************************************
 JH0100  DESIGNATION -  Q 9
 JH0100  PID         -  JH0100
 JH0100  STATE/COUNTY-  KS/LOGAN
 JH0100  USGS QUAD   -  LAKE SCOTT NE (1976)
 JH0100
 JH0100                         *CURRENT SURVEY CONTROL
 JH0100  ___________________________________________________________________
 JH0100* NAD 83(1986)-  38 43 13.     (N)    100 52 17.     (W)     SCALED    
 JH0100* NAVD 88     -       909.963  (meters)    2985.44   (feet)  ADJUSTED  
 JH0100  ___________________________________________________________________
 JH0100  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JH0100  DYNAMIC HT  -         909.217 (meters)    2982.99  (feet)  COMP
 JH0100  MODELED GRAV-     979,777.3   (mgal)                       NAVD 88
 JH0100
 JH0100  VERT ORDER  -  FIRST     CLASS II
 JH0100
 JH0100.The horizontal coordinates were scaled from a topographic map and have
 JH0100.an estimated accuracy of +/- 6 seconds.
 JH0100
 JH0100.The orthometric height was determined by differential leveling
 JH0100.and adjusted by the National Geodetic Survey in June 1991..
 JH0100
 JH0100.The geoid height was determined by GEOID03.
 JH0100
 JH0100.The dynamic height is computed by dividing the NAVD 88
 JH0100.geopotential number by the normal gravity value computed on the
 JH0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0100.degrees latitude (g = 980.6199 gals.).
 JH0100
 JH0100.The modeled gravity was interpolated from observed gravity values.
 JH0100
 JH0100;                    North         East    Units  Estimated Accuracy
 JH0100;SPC KS N     -    46,910.      150,330.      MT  (+/- 180 meters Scaled)
 JH0100
 JH0100                          SUPERSEDED SURVEY CONTROL
 JH0100
 JH0100  NGVD 29 (??/??/92)  909.645  (m)         2984.39   (f) ADJ UNCH    1 2
 JH0100
 JH0100.Superseded values are not recommended for survey control.
 JH0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0100.See file dsdata.txt to determine how the superseded data were derived.
 JH0100
 JH0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH373873(NAD 83)
 JH0100_MARKER: DB = BENCH MARK DISK
 JH0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0100_SP_SET: CONCRETE POST
 JH0100_STAMPING: Q 9 1933
 JH0100_MARK LOGO: CGS   
 JH0100_PROJECTION: FLUSH
 JH0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0100+STABILITY: SURFACE MOTION
 JH0100
 JH0100  HISTORY     - Date     Condition        Report By
 JH0100  HISTORY     - 1933     MONUMENTED       CGS
 JH0100  HISTORY     - 1942     GOOD             NGS
 JH0100  HISTORY     - 1986     GOOD             NGS
 JH0100
 JH0100                          STATION DESCRIPTION
 JH0100
 JH0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0100'5.3 MI S FROM ELKADER.
 JH0100'5.27 MILES SOUTH OF ELKADER POST OFFICE 77 FEET SOUTHWEST OF
 JH0100'OLD HIGHWAY AND NEW HIGHWAY U.S. 83, CROSSING, 45 FEET WEST
 JH0100'OF CENTERLINE OF NEW HIGHWAY, 39 FEET SOUTH OF CENTERLINE OF OLD
 JH0100'HIGHWAY, ON NEW HIGHWAY RIGHT OF WAY LINE.  NOTE-- MARK IS 200 FT
 JH0100'S OF 1/2 SECTION ROAD GOING EAST.
 JH0100
 JH0100                          STATION RECOVERY (1942)
 JH0100
 JH0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0100'RECOVERED IN GOOD CONDITION.
 JH0100
 JH0100                          STATION RECOVERY (1986)
 JH0100
 JH0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0100'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  26.91 KM
 JH0100'(16.81 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT SCOTT
 JH0100'CITY, 0.09 KM (0.06 MI) NORTH OF THE Y JUNCTION OF A DIRT ROAD LEADING
 JH0100'SOUTHWEST, 0.61 KM (0.38 MI) SOUTH OF MILEPOST 124, 13.4 METERS
 JH0100'(44 FT) WEST OF THE HIGHWAY CENTERLINE, 22.8 METERS (75 FT) SOUTH OF A
 JH0100'Y JUNCTION FENCE CORNER, 15.8 METERS (52.5 FT) SOUTH-SOUTHWEST OF THE
 JH0100'SOUTH END OF A PIPE CULVERT AND 1.6 METERS (5.5 FT) EAST OF A FENCE.
 JH0100'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JH0100'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0387 ***********************************************************************
 KH0387  DESIGNATION -  Q 90
 KH0387  PID         -  KH0387
 KH0387  STATE/COUNTY-  KS/LOGAN
 KH0387  USGS QUAD   -  WINONA (1972)
 KH0387
 KH0387                         *CURRENT SURVEY CONTROL
 KH0387  ___________________________________________________________________
 KH0387* NAD 83(1986)-  39 01 59.     (N)    101 11 04.     (W)     SCALED    
 KH0387* NAVD 88     -       991.225  (meters)    3252.04   (feet)  ADJUSTED  
 KH0387  ___________________________________________________________________
 KH0387  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 KH0387  DYNAMIC HT  -         990.411 (meters)    3249.37  (feet)  COMP
 KH0387  MODELED GRAV-     979,772.6   (mgal)                       NAVD 88
 KH0387
 KH0387  VERT ORDER  -  SECOND    CLASS 0
 KH0387
 KH0387.The horizontal coordinates were scaled from a topographic map and have
 KH0387.an estimated accuracy of +/- 6 seconds.
 KH0387
 KH0387.The orthometric height was determined by differential leveling
 KH0387.and adjusted by the National Geodetic Survey in June 1991..
 KH0387
 KH0387.The geoid height was determined by GEOID03.
 KH0387
 KH0387.The dynamic height is computed by dividing the NAVD 88
 KH0387.geopotential number by the normal gravity value computed on the
 KH0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0387.degrees latitude (g = 980.6199 gals.).
 KH0387
 KH0387.The modeled gravity was interpolated from observed gravity values.
 KH0387
 KH0387;                    North         East    Units  Estimated Accuracy
 KH0387;SPC KS N     -    82,520.      124,340.      MT  (+/- 180 meters Scaled)
 KH0387
 KH0387                          SUPERSEDED SURVEY CONTROL
 KH0387
 KH0387  NGVD 29 (??/??/92)  990.853  (m)         3250.82   (f) ADJ UNCH    2 0
 KH0387
 KH0387.Superseded values are not recommended for survey control.
 KH0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0387.See file dsdata.txt to determine how the superseded data were derived.
 KH0387
 KH0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ109227(NAD 83)
 KH0387_MARKER: DB = BENCH MARK DISK
 KH0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0387_STAMPING: Q 90 1935
 KH0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0387+STABILITY: SURFACE MOTION
 KH0387
 KH0387  HISTORY     - Date     Condition        Report By
 KH0387  HISTORY     - 1935     MONUMENTED       CGS
 KH0387  HISTORY     - 1940     GOOD             NGS
 KH0387  HISTORY     - 1942     GOOD             USGS
 KH0387
 KH0387                          STATION DESCRIPTION
 KH0387
 KH0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0387'5.2 MI SW FROM PAGE CITY.
 KH0387'5.2 MILES SOUTHWEST OF THE UNION PACIFIC RAILROAD STATION IN
 KH0387'PAGE CITY.  TO REACH FROM THE UNION PACIFIC RAILROAD STATION IN
 KH0387'PAGE CITY, PROCEED WESTERLY ALONG U.S. HIGHWAY NO. 40, GO 1.8
 KH0387'MILES, TURN LEFT (SOUTH) AT THE JUNCTION OF U.S. HIGHWAY NO. 40
 KH0387'WITH STATE HIGHWAY NO. 25, AND CONTINUE SOUTHWARD ON STATE HIGHWAY
 KH0387'NO. 25, GO 3.4 MILES.  BENCH MARK IS AT THE SOUTHWEST CORNER OF A
 KH0387'CROSS-INTERSECTION OF STATE HIGHWAY NO. 25 WITH A GRADED EAST-WEST
 KH0387'ROAD, 125 YARDS NORTH OF A RANCH HOUSE ON THE WEST SIDE OF THE
 KH0387'HIGHWAY, 96 FEET SOUTHWEST OF CENTER OF THE INTERSECTION, 70 FEET
 KH0387'WEST OF CENTER LINE OF THE HIGHWAY, 63 FEET SOUTH OF CENTER
 KH0387'LINE OF AN EAST-WEST ROAD, 11 FEET SOUTH OF FENCE CORNER, 3.5 FEET
 KH0387'NORTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0
 KH0387'FEET, 2.0 FEET EAST OF THE FENCE.  MONUMENT PROJECTS 0.6 FOOT.
 KH0387
 KH0387                          STATION RECOVERY (1942)
 KH0387
 KH0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 KH0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0233 ***********************************************************************
 HH0233  DESIGNATION -  Q 91
 HH0233  PID         -  HH0233
 HH0233  STATE/COUNTY-  KS/GRANT
 HH0233  USGS QUAD   -  ULYSSES NE (1959)
 HH0233
 HH0233                         *CURRENT SURVEY CONTROL
 HH0233  ___________________________________________________________________
 HH0233* NAD 83(1986)-  37 43 18.     (N)    101 21 49.     (W)     SCALED    
 HH0233* NAVD 88     -       938.916  (meters)    3080.43   (feet)  ADJUSTED  
 HH0233  ___________________________________________________________________
 HH0233  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 HH0233  DYNAMIC HT  -         938.033 (meters)    3077.53  (feet)  COMP
 HH0233  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 HH0233
 HH0233  VERT ORDER  -  SECOND    CLASS 0
 HH0233
 HH0233.The horizontal coordinates were scaled from a topographic map and have
 HH0233.an estimated accuracy of +/- 6 seconds.
 HH0233
 HH0233.The orthometric height was determined by differential leveling
 HH0233.and adjusted by the National Geodetic Survey in June 1991..
 HH0233
 HH0233.The geoid height was determined by GEOID03.
 HH0233
 HH0233.The dynamic height is computed by dividing the NAVD 88
 HH0233.geopotential number by the normal gravity value computed on the
 HH0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0233.degrees latitude (g = 980.6199 gals.).
 HH0233
 HH0233.The modeled gravity was interpolated from observed gravity values.
 HH0233
 HH0233;                    North         East    Units  Estimated Accuracy
 HH0233;SPC KS S     -   520,970.      147,590.      MT  (+/- 180 meters Scaled)
 HH0233
 HH0233                          SUPERSEDED SURVEY CONTROL
 HH0233
 HH0233  NGVD 29 (??/??/92)  938.506  (m)         3079.08   (f) ADJ UNCH    2 0
 HH0233
 HH0233.Superseded values are not recommended for survey control.
 HH0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0233.See file dsdata.txt to determine how the superseded data were derived.
 HH0233
 HH0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG916775(NAD 83)
 HH0233_MARKER: DB = BENCH MARK DISK
 HH0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0233_STAMPING: Q 91 1935
 HH0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0233+STABILITY: SURFACE MOTION
 HH0233
 HH0233  HISTORY     - Date     Condition        Report By
 HH0233  HISTORY     - 1935     MONUMENTED       CGS
 HH0233
 HH0233                          STATION DESCRIPTION
 HH0233
 HH0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0233'9.6 MI N FROM ULYSSES.
 HH0233'ABOUT 9.6 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE HIGH
 HH0233'SCHOOL AT ULYSSES, GRANT COUNTY, 66 FEET NORTHEAST OF THE CENTER
 HH0233'OF THE CROSSING OF AN EAST-AND-WEST ROAD, 23 FEET NORTH OF THE
 HH0233'CENTER LINE OF THE ROAD, 60 FEET EAST OF THE CENTER LINE OF THE
 HH0233'HIGHWAY, AND 2.0 FEET SOUTH OF A 4- BY 4-INCH WHITE POST PROJECTING
 HH0233'ABOUT 2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED Q 91
 HH0233'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 HH0233'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0374 ***********************************************************************
 HH0374  DESIGNATION -  Q 92
 HH0374  PID         -  HH0374
 HH0374  STATE/COUNTY-  KS/STEVENS
 HH0374  USGS QUAD   -  WAGON BED SPRING SE (1974)
 HH0374
 HH0374                         *CURRENT SURVEY CONTROL
 HH0374  ___________________________________________________________________
 HH0374* NAD 83(1986)-  37 19 47.     (N)    101 20 21.     (W)     SCALED    
 HH0374* NAVD 88     -       945.610  (meters)    3102.39   (feet)  ADJUSTED  
 HH0374  ___________________________________________________________________
 HH0374  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 HH0374  DYNAMIC HT  -         944.693 (meters)    3099.38  (feet)  COMP
 HH0374  MODELED GRAV-     979,628.7   (mgal)                       NAVD 88
 HH0374
 HH0374  VERT ORDER  -  SECOND    CLASS 0
 HH0374
 HH0374.The horizontal coordinates were scaled from a topographic map and have
 HH0374.an estimated accuracy of +/- 6 seconds.
 HH0374
 HH0374.The orthometric height was determined by differential leveling
 HH0374.and adjusted by the National Geodetic Survey in June 1991..
 HH0374
 HH0374.The geoid height was determined by GEOID03.
 HH0374
 HH0374.The dynamic height is computed by dividing the NAVD 88
 HH0374.geopotential number by the normal gravity value computed on the
 HH0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0374.degrees latitude (g = 980.6199 gals.).
 HH0374
 HH0374.The modeled gravity was interpolated from observed gravity values.
 HH0374
 HH0374;                    North         East    Units  Estimated Accuracy
 HH0374;SPC KS S     -   477,420.      148,420.      MT  (+/- 180 meters Scaled)
 HH0374
 HH0374                          SUPERSEDED SURVEY CONTROL
 HH0374
 HH0374  NGVD 29 (??/??/92)  945.208  (m)         3101.07   (f) ADJ UNCH    2 0
 HH0374
 HH0374.Superseded values are not recommended for survey control.
 HH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0374.See file dsdata.txt to determine how the superseded data were derived.
 HH0374
 HH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG927340(NAD 83)
 HH0374_MARKER: DB = BENCH MARK DISK
 HH0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0374_STAMPING: Q 92 1935
 HH0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0374+STABILITY: SURFACE MOTION
 HH0374
 HH0374  HISTORY     - Date     Condition        Report By
 HH0374  HISTORY     - 1935     MONUMENTED       CGS
 HH0374
 HH0374                          STATION DESCRIPTION
 HH0374
 HH0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0374'10.9 MI N FROM HUGOTON.
 HH0374'ABOUT 10.9 MILES NORTH ALONG U.S. HIGHWAY 270 FROM THE COURTHOUSE
 HH0374'AT HUGOTON, STEVENS COUNTY, 58 FEET NORTHEAST OF THE CENTER OF THE
 HH0374'CROSSING OF AN EAST-AND-WEST ROAD, 30 FEET NORTH OF THE CENTER
 HH0374'LINE OF THE ROAD, 52 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 HH0374'2.0 FEET SOUTHEAST OF A FENCE CORNER, AND 1.0 FOOT NORTH OF A 4-
 HH0374'BY 4-INCH WHITE POST PROJECTING ABOUT 2.5 FEET ABOVE GROUND.
 HH0374'A STANDARD DISK, STAMPED Q 92 1935 AND SET IN THE TOP OF A
 HH0374'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0141 ***********************************************************************
 JH0141  DESIGNATION -  Q 93
 JH0141  PID         -  JH0141
 JH0141  STATE/COUNTY-  KS/LOGAN
 JH0141  USGS QUAD   -  RUSSELL SPRINGS (1972)
 JH0141
 JH0141                         *CURRENT SURVEY CONTROL
 JH0141  ___________________________________________________________________
 JH0141* NAD 83(1986)-  38 54 27.     (N)    101 12 14.     (W)     SCALED    
 JH0141* NAVD 88     -       883.499  (meters)    2898.61   (feet)  ADJUSTED  
 JH0141  ___________________________________________________________________
 JH0141  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 JH0141  DYNAMIC HT  -         882.771 (meters)    2896.22  (feet)  COMP
 JH0141  MODELED GRAV-     979,774.4   (mgal)                       NAVD 88
 JH0141
 JH0141  VERT ORDER  -  SECOND    CLASS 0
 JH0141
 JH0141.The horizontal coordinates were scaled from a topographic map and have
 JH0141.an estimated accuracy of +/- 6 seconds.
 JH0141
 JH0141.The orthometric height was determined by differential leveling
 JH0141.and adjusted by the National Geodetic Survey in June 1991..
 JH0141
 JH0141.The geoid height was determined by GEOID03.
 JH0141
 JH0141.The dynamic height is computed by dividing the NAVD 88
 JH0141.geopotential number by the normal gravity value computed on the
 JH0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0141.degrees latitude (g = 980.6199 gals.).
 JH0141
 JH0141.The modeled gravity was interpolated from observed gravity values.
 JH0141
 JH0141;                    North         East    Units  Estimated Accuracy
 JH0141;SPC KS N     -    68,650.      122,160.      MT  (+/- 180 meters Scaled)
 JH0141
 JH0141                          SUPERSEDED SURVEY CONTROL
 JH0141
 JH0141  NGVD 29 (??/??/92)  883.141  (m)         2897.44   (f) ADJ UNCH    2 0
 JH0141
 JH0141.Superseded values are not recommended for survey control.
 JH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0141.See file dsdata.txt to determine how the superseded data were derived.
 JH0141
 JH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ089088(NAD 83)
 JH0141_MARKER: DB = BENCH MARK DISK
 JH0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0141_STAMPING: Q 93 1935
 JH0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0141+STABILITY: SURFACE MOTION
 JH0141
 JH0141  HISTORY     - Date     Condition        Report By
 JH0141  HISTORY     - 1935     MONUMENTED       CGS
 JH0141  HISTORY     - 1940     GOOD             NGS
 JH0141
 JH0141                          STATION DESCRIPTION
 JH0141
 JH0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0141'1.4 MI SW FROM RUSSELL SPRINGS.
 JH0141'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0141'WEST-SOUTHWEST ALONG STATE HIGHWAY NO. 25, GO 1.4 MILES.  BENCH
 JH0141'MARK IS ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 92 FEET
 JH0141'NORTHWEST OF THE CENTER LINE OF THE CURVE, 61 FEET WEST OF A
 JH0141'SECTION LINE FENCE CORNER, 2.0 FEET EAST OF A 4 X 4 INCH WOODEN
 JH0141'POST PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.4
 JH0141'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0485 ***********************************************************************
 KH0485  DESIGNATION -  Q 95
 KH0485  PID         -  KH0485
 KH0485  STATE/COUNTY-  KS/CHEYENNE
 KH0485  USGS QUAD   -  ST FRANCIS (1978)
 KH0485
 KH0485                         *CURRENT SURVEY CONTROL
 KH0485  ___________________________________________________________________
 KH0485* NAD 83(1986)-  39 47 09.     (N)    101 47 28.     (W)     SCALED    
 KH0485* NAVD 88     -       999.815  (meters)    3280.23   (feet)  ADJUSTED  
 KH0485  ___________________________________________________________________
 KH0485  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 KH0485  DYNAMIC HT  -         999.042 (meters)    3277.69  (feet)  COMP
 KH0485  MODELED GRAV-     979,819.5   (mgal)                       NAVD 88
 KH0485
 KH0485  VERT ORDER  -  SECOND    CLASS 0
 KH0485
 KH0485.The horizontal coordinates were scaled from a topographic map and have
 KH0485.an estimated accuracy of +/- 6 seconds.
 KH0485
 KH0485.The orthometric height was determined by differential leveling
 KH0485.and adjusted by the National Geodetic Survey in June 1991..
 KH0485
 KH0485.The geoid height was determined by GEOID03.
 KH0485
 KH0485.The dynamic height is computed by dividing the NAVD 88
 KH0485.geopotential number by the normal gravity value computed on the
 KH0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0485.degrees latitude (g = 980.6199 gals.).
 KH0485
 KH0485.The modeled gravity was interpolated from observed gravity values.
 KH0485
 KH0485;                    North         East    Units  Estimated Accuracy
 KH0485;SPC KS N     -   168,050.       75,350.      MT  (+/- 180 meters Scaled)
 KH0485
 KH0485                          SUPERSEDED SURVEY CONTROL
 KH0485
 KH0485  NGVD 29 (??/??/92)  999.389  (m)         3278.83   (f) ADJ UNCH    2 0
 KH0485
 KH0485.Superseded values are not recommended for survey control.
 KH0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0485.See file dsdata.txt to determine how the superseded data were derived.
 KH0485
 KH0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK609077(NAD 83)
 KH0485_MARKER: DB = BENCH MARK DISK
 KH0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0485_STAMPING: Q 95 1935
 KH0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0485+STABILITY: SURFACE MOTION
 KH0485
 KH0485  HISTORY     - Date     Condition        Report By
 KH0485  HISTORY     - 1935     MONUMENTED       CGS
 KH0485  HISTORY     - 1949     MARK NOT FOUND   USGS
 KH0485  HISTORY     - 1975     MARK NOT FOUND   USGS
 KH0485
 KH0485                          STATION DESCRIPTION
 KH0485
 KH0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0485'1.2 MI E FROM ST FRANCIS.
 KH0485'1.2 MI. E. OF DEPOT ALONG C.B. AND Q. RY.  ABOUT 32 FT. E. OF THE
 KH0485'CENTER LINE OF A CROSSROAD, ABOUT 95 FT. N. OF THE CENTER LINE
 KH0485'OF THE TRACK, ABOUT 250 FT. S.W. OF A FARM HOUSE, AND 30 FT. N.
 KH0485'AND 2 FT. W. OF A FENCE CORNER.
 KH0485
 KH0485                          STATION RECOVERY (1949)
 KH0485
 KH0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 KH0485'MARK NOT FOUND.
 KH0485
 KH0485                          STATION RECOVERY (1975)
 KH0485
 KH0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KH0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0270 ***********************************************************************
 KH0270  DESIGNATION -  Q 96
 KH0270  PID         -  KH0270
 KH0270  STATE/COUNTY-  KS/RAWLINS
 KH0270  USGS QUAD   -  MC DONALD (1978)
 KH0270
 KH0270                         *CURRENT SURVEY CONTROL
 KH0270  ___________________________________________________________________
 KH0270* NAD 83(1986)-  39 47 17.     (N)    101 20 05.     (W)     SCALED    
 KH0270* NAVD 88     -      1015.486  (meters)    3331.64   (feet)  ADJUSTED  
 KH0270  ___________________________________________________________________
 KH0270  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 KH0270  DYNAMIC HT  -        1014.720 (meters)    3329.13  (feet)  COMP
 KH0270  MODELED GRAV-     979,837.7   (mgal)                       NAVD 88
 KH0270
 KH0270  VERT ORDER  -  SECOND    CLASS 0
 KH0270
 KH0270.The horizontal coordinates were scaled from a topographic map and have
 KH0270.an estimated accuracy of +/- 6 seconds.
 KH0270
 KH0270.The orthometric height was determined by differential leveling
 KH0270.and adjusted by the National Geodetic Survey in June 1991..
 KH0270
 KH0270.The geoid height was determined by GEOID03.
 KH0270
 KH0270.The dynamic height is computed by dividing the NAVD 88
 KH0270.geopotential number by the normal gravity value computed on the
 KH0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0270.degrees latitude (g = 980.6199 gals.).
 KH0270
 KH0270.The modeled gravity was interpolated from observed gravity values.
 KH0270
 KH0270;                    North         East    Units  Estimated Accuracy
 KH0270;SPC KS N     -   166,760.      114,420.      MT  (+/- 180 meters Scaled)
 KH0270
 KH0270                          SUPERSEDED SURVEY CONTROL
 KH0270
 KH0270  NGVD 29 (??/??/92) 1015.086  (m)         3330.33   (f) ADJ UNCH    2 0
 KH0270
 KH0270.Superseded values are not recommended for survey control.
 KH0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0270.See file dsdata.txt to determine how the superseded data were derived.
 KH0270
 KH0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK000068(NAD 83)
 KH0270_MARKER: DB = BENCH MARK DISK
 KH0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0270_STAMPING: Q 96 1935
 KH0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0270+STABILITY: SURFACE MOTION
 KH0270
 KH0270  HISTORY     - Date     Condition        Report By
 KH0270  HISTORY     - 1935     MONUMENTED       CGS
 KH0270  HISTORY     - 1942     GOOD             NGS
 KH0270
 KH0270                          STATION DESCRIPTION
 KH0270
 KH0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0270'2.1 MI E FROM MC DONALD.
 KH0270'2.1 MI. E. ALONG C.B. AND Q. RY.  ABOUT 0.4 MI. E. OF MILEPOLE
 KH0270'108, ABOUT 37 FT. E. OF THE CENTER LINE OF A CROSS-ROAD, ABOUT
 KH0270'50 FT. S. OF THE CENTER LINE OF THE TRACK AND 2 FT. N. OF A FENCE
 KH0270'CORNER.
 KH0270
 KH0270                          STATION RECOVERY (1942)
 KH0270
 KH0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 KH0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0163 ***********************************************************************
 JH0163  DESIGNATION -  Q 97
 JH0163  PID         -  JH0163
 JH0163  STATE/COUNTY-  KS/LOGAN
 JH0163  USGS QUAD   -  NICKEL MINE SPRING (1969)
 JH0163
 JH0163                         *CURRENT SURVEY CONTROL
 JH0163  ___________________________________________________________________
 JH0163* NAD 83(1986)-  38 47 17.     (N)    101 22 16.     (W)     SCALED    
 JH0163* NAVD 88     -       971.038  (meters)    3185.81   (feet)  ADJUSTED  
 JH0163  ___________________________________________________________________
 JH0163  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 JH0163  DYNAMIC HT  -         970.210 (meters)    3183.10  (feet)  COMP
 JH0163  MODELED GRAV-     979,741.7   (mgal)                       NAVD 88
 JH0163
 JH0163  VERT ORDER  -  SECOND    CLASS 0
 JH0163
 JH0163.The horizontal coordinates were scaled from a topographic map and have
 JH0163.an estimated accuracy of +/- 6 seconds.
 JH0163
 JH0163.The orthometric height was determined by differential leveling
 JH0163.and adjusted by the National Geodetic Survey in June 1991..
 JH0163
 JH0163.The geoid height was determined by GEOID03.
 JH0163
 JH0163.The dynamic height is computed by dividing the NAVD 88
 JH0163.geopotential number by the normal gravity value computed on the
 JH0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0163.degrees latitude (g = 980.6199 gals.).
 JH0163
 JH0163.The modeled gravity was interpolated from observed gravity values.
 JH0163
 JH0163;                    North         East    Units  Estimated Accuracy
 JH0163;SPC KS N     -    55,930.      107,170.      MT  (+/- 180 meters Scaled)
 JH0163
 JH0163                          SUPERSEDED SURVEY CONTROL
 JH0163
 JH0163  NGVD 29 (??/??/92)  970.648  (m)         3184.53   (f) ADJ UNCH    2 0
 JH0163
 JH0163.Superseded values are not recommended for survey control.
 JH0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0163.See file dsdata.txt to determine how the superseded data were derived.
 JH0163
 JH0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH940959(NAD 83)
 JH0163_MARKER: DB = BENCH MARK DISK
 JH0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0163_STAMPING: Q 97 1935
 JH0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0163+STABILITY: SURFACE MOTION
 JH0163
 JH0163  HISTORY     - Date     Condition        Report By
 JH0163  HISTORY     - 1935     MONUMENTED       CGS
 JH0163  HISTORY     - 1940     GOOD             NGS
 JH0163  HISTORY     - 1966     GOOD             USGS
 JH0163
 JH0163                          STATION DESCRIPTION
 JH0163
 JH0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0163'18.8 MI SW FROM RUSSELL SPRINGS.
 JH0163'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0163'SOUTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 18.8 MILES.  BENCH
 JH0163'MARK IS AT A SECTION CORNER, 38 YARDS SOUTHEAST OF THE EAST
 JH0163'END OF A CORRUGATED CULVERT UNDER THE HIGHWAY, 74 FEET EAST OF
 JH0163'CENTER LINE OF THE HIGHWAY, 25.5 FEET EAST OF FENCE CORNER,
 JH0163'2.7 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 JH0163'20 FEET, 2.5 FEET SOUTH OF THE FENCE.  MONUMENT PROJECTS 0.4
 JH0163'FOOT.  NOTE-- DESCRIPTION SHOULD READ 168 FT SE OF THE E END
 JH0163'OF A CORRUGATED IRON CULVERT, 174 FT E OF THE CENTERLINE OF THE
 JH0163'HWY, AT A SECTION CORNER, 31 FT E OF THE FENCE CORNER.
 JH0163
 JH0163                          STATION RECOVERY (1966)
 JH0163
 JH0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JH0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0199 ***********************************************************************
 JH0199  DESIGNATION -  Q 98
 JH0199  PID         -  JH0199
 JH0199  STATE/COUNTY-  KS/WICHITA
 JH0199  USGS QUAD   -  LEOTI (1970)
 JH0199
 JH0199                         *CURRENT SURVEY CONTROL
 JH0199  ___________________________________________________________________
 JH0199* NAD 83(1986)-  38 27 04.     (N)    101 21 29.     (W)     SCALED    
 JH0199* NAVD 88     -      1006.671  (meters)    3302.72   (feet)  ADJUSTED  
 JH0199  ___________________________________________________________________
 JH0199  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 JH0199  DYNAMIC HT  -        1005.802 (meters)    3299.87  (feet)  COMP
 JH0199  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 JH0199
 JH0199  VERT ORDER  -  SECOND    CLASS 0
 JH0199
 JH0199.The horizontal coordinates were scaled from a topographic map and have
 JH0199.an estimated accuracy of +/- 6 seconds.
 JH0199
 JH0199.The orthometric height was determined by differential leveling
 JH0199.and adjusted by the National Geodetic Survey in June 1991..
 JH0199
 JH0199.The geoid height was determined by GEOID03.
 JH0199
 JH0199.The dynamic height is computed by dividing the NAVD 88
 JH0199.geopotential number by the normal gravity value computed on the
 JH0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0199.degrees latitude (g = 980.6199 gals.).
 JH0199
 JH0199.The modeled gravity was interpolated from observed gravity values.
 JH0199
 JH0199;                    North         East    Units  Estimated Accuracy
 JH0199;SPC KS S     -   601,880.      150,560.      MT  (+/- 180 meters Scaled)
 JH0199
 JH0199                          SUPERSEDED SURVEY CONTROL
 JH0199
 JH0199  NGVD 29 (??/??/92) 1006.302  (m)         3301.51   (f) ADJ UNCH    2 0
 JH0199
 JH0199.Superseded values are not recommended for survey control.
 JH0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0199.See file dsdata.txt to determine how the superseded data were derived.
 JH0199
 JH0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH942585(NAD 83)
 JH0199_MARKER: DB = BENCH MARK DISK
 JH0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0199_STAMPING: Q 98 1935
 JH0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0199+STABILITY: SURFACE MOTION
 JH0199
 JH0199  HISTORY     - Date     Condition        Report By
 JH0199  HISTORY     - 1935     MONUMENTED       CGS
 JH0199  HISTORY     - 1940     GOOD             NGS
 JH0199
 JH0199                          STATION DESCRIPTION
 JH0199
 JH0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0199'1.8 MI S FROM LEOTI.
 JH0199'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED SOUTHWARD ALONG
 JH0199'STATE HIGHWAY NO. 25, GO 1.8 MILES.  BENCH MARK IS AT THE
 JH0199'NORTHEAST CORNER OF CROSS-INTERSECTION OF STATE HIGHWAY NO. 25
 JH0199'WITH AN EAST-WEST SECTION LINE ROAD (GRADED WEST OF
 JH0199'HIGHWAY--UNIMPROVED ON THE EAST SIDE OF THE HIGHWAY), 71 FEET
 JH0199'NORTHEAST OF CENTER OF THE INTERSECTION 65 FEET EAST OF CENTER
 JH0199'LINE OF THE HIGHWAY, 23 FEET NORTH OF CENTER LINE OF THE
 JH0199'EAST-WEST SECTION LINE ROAD, 2.0 FEET WEST OF A 4 X 4 INCH
 JH0199'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 JH0199'0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0231 ***********************************************************************
 JH0231  FBN         -  This is a Federal Base Network Control Station.
 JH0231  DESIGNATION -  Q 99
 JH0231  PID         -  JH0231
 JH0231  STATE/COUNTY-  KS/KEARNY
 JH0231  USGS QUAD   -  MATTOX DRAW NE (1965)
 JH0231
 JH0231                         *CURRENT SURVEY CONTROL
 JH0231  ___________________________________________________________________
 JH0231* NAD 83(1997)-  38 09 44.34675(N)    101 16 03.52128(W)     ADJUSTED  
 JH0231* NAVD 88     -       966.321  (meters)    3170.34   (feet)  ADJUSTED  
 JH0231  ___________________________________________________________________
 JH0231  X           -    -981,271.591 (meters)                     COMP
 JH0231  Y           -  -4,925,257.851 (meters)                     COMP
 JH0231  Z           -   3,920,207.705 (meters)                     COMP
 JH0231  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 JH0231  ELLIP HEIGHT-         941.67  (meters)          (08/12/03) GPS OBS
 JH0231  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 JH0231  DYNAMIC HT  -         965.464 (meters)    3167.53  (feet)  COMP
 JH0231  MODELED GRAV-     979,709.1   (mgal)                       NAVD 88
 JH0231
 JH0231  HORZ ORDER  -  A
 JH0231  VERT ORDER  -  SECOND    CLASS 0
 JH0231  ELLP ORDER  -  FOURTH    CLASS I
 JH0231
 JH0231.The horizontal coordinates were established by GPS observations
 JH0231.and adjusted by the National Geodetic Survey in August 2003..
 JH0231
 JH0231.The orthometric height was determined by differential leveling
 JH0231.and adjusted by the National Geodetic Survey in June 1991..
 JH0231
 JH0231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JH0231
 JH0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0231
 JH0231.The ellipsoidal height was determined by GPS observations
 JH0231.and is referenced to NAD 83.
 JH0231
 JH0231.The geoid height was determined by GEOID03.
 JH0231
 JH0231.The dynamic height is computed by dividing the NAVD 88
 JH0231.geopotential number by the normal gravity value computed on the
 JH0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0231.degrees latitude (g = 980.6199 gals.).
 JH0231
 JH0231.The modeled gravity was interpolated from observed gravity values.
 JH0231
 JH0231;                    North         East     Units Scale Factor Converg.
 JH0231;SPC KS S     -   569,595.527   157,496.686   MT  0.99994501   -1 42 02.9
 JH0231;UTM  14      - 4,226,254.734   301,334.093   MT  1.00008611   -1 24 05.8
 JH0231
 JH0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0231!SPC KS S     -   0.99985226  x   0.99994501  =   0.99979728
 JH0231!UTM  14      -   0.99985226  x   1.00008611  =   0.99993836
 JH0231
 JH0231                          SUPERSEDED SURVEY CONTROL
 JH0231
 JH0231  NAD 83(1997)-  38 09 44.35309(N)    101 16 03.51637(W) AD(       ) 3
 JH0231  ELLIP H (10/02/98)  942.68   (m)                       GP(       ) 4 1
 JH0231  NAD 83(1997)-  38 09 44.35420(N)    101 16 03.51577(W) AD(       ) 3
 JH0231  NAD 83(1986)-  38 09 44.35450(N)    101 16 03.51465(W) AD(       ) 3
 JH0231  NAVD 88 (08/12/03)  966.32   (m)         3170.3    (f) LEVELING    3  
 JH0231  NGVD 29 (??/??/92)  965.935  (m)         3169.07   (f) ADJ UNCH    2 0
 JH0231
 JH0231.Superseded values are not recommended for survey control.
 JH0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0231.See file dsdata.txt to determine how the superseded data were derived.
 JH0231
 JH0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH0133426255(NAD 83)
 JH0231_MARKER: DB = BENCH MARK DISK
 JH0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0231_SP_SET: CONCRETE SLAB
 JH0231_STAMPING: Q 99 1935
 JH0231_MARK LOGO: CGS   
 JH0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 JH0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0231+STABILITY: SURFACE MOTION
 JH0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0231+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 JH0231
 JH0231  HISTORY     - Date     Condition        Report By
 JH0231  HISTORY     - 1935     MONUMENTED       CGS
 JH0231  HISTORY     - 1940     GOOD             NGS
 JH0231  HISTORY     - 19910327 GOOD             NGS
 JH0231  HISTORY     - 20020808 GOOD             NGS
 JH0231
 JH0231                          STATION DESCRIPTION
 JH0231
 JH0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0231'15.4 MI N FROM LAKIN.
 JH0231'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION
 JH0231'IN LAKIN, PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 25, GO
 JH0231'15.4 MILES.  BENCH MARK IS IN A SCHOOL YARD, 135 FEET SOUTH
 JH0231'OF AN EAST-WEST SECTION LINE ROAD, 109 FEET EAST OF THE SOUTHEAST
 JH0231'CORNER OF THE WHITE SCHOOL HOUSE, 42 FEET WEST OF CENTER LINE OF
 JH0231'THE HIGHWAY, ON TOP OF THE NORTHEAST CORNER OF CONCRETE TOP OF A
 JH0231'CISTERN, SET FLUSH AND HORIZONTALLY.  NO 4 X 4 INCH WOODEN POST
 JH0231'SET--SCHOOL BUILDING SERVES AS A LANDMARK.
 JH0231
 JH0231                          STATION RECOVERY (1991)
 JH0231
 JH0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JH0231'THE STATION IS LOCATED ABOUT 35 MI (56.3 KM) NORTHWEST OF GARDEN CITY,
 JH0231'26.6 MI (42.8 KM) SOUTH OF LEOTI, 14.45 MI (23.25 KM) NORTH OF LAKIN,
 JH0231'ALONG THE WEST R-O-W OF STATE ROUTE 25, AND 0.4 MI (0.6 KM) NORTH OF
 JH0231'HIGHWAY MILE MARKER 90. OWNERSHIP-KANSAS DEPARTMENT OF
 JH0231'TRANSPORTATION.
 JH0231'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 JH0231'ROUTE 25 IN LAKIN, GO NORTH ALONG STATE HIGHWAY 25 FOR 15.05 MI
 JH0231'(24.22 KM) TO HIGHWAY MILE MARKER 90. CONTINUE NORTH ALONG STATE
 JH0231'ROUTE 25 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT, ABOUT 100.0
 JH0231'FT (30.5 M) SOUTH OF THE JUCTION OF COUNTY ROAD P-8 LEADING EAST.
 JH0231'THE STATION IS A STANDARD BENCH MARK DISK SET IN THE TOP AND IN THE
 JH0231'NORTHEAST CORNER OF A 5X5FT CONCRETE SLAB (POSSIBLE WELL COVER). THE
 JH0231'STATION IS LOCATED 41.0 FT (12.5 M) WEST OF CENTERLINE OF STATE ROUTE
 JH0231'25, 33.0 FT (10.1 M) NORTH OF FENCE CORNER POST, AND 0.5 FT (0.2 M)
 JH0231'SOUTH OF FIBERGLASS WITNESS POST.
 JH0231
 JH0231                          STATION RECOVERY (2002)
 JH0231
 JH0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 JH0231'THE STATION IS LOCATED ABOUT 35 MI NORTHWEST OF GARDEN CITY, 27 MI
 JH0231'SOUTH OF LEOTI, 14.5 MI
 JH0231'NORTH OF LAKIN, AT THE INTERSECTION OF STATE HIGHWAY 25 AND COUNTY
 JH0231'ROAD P 8.
 JH0231'OWNERSHIP-- KANSAS DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 JH0231'FROM THE
 JH0231'JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 25 IN LAKIN, GO 24.86 KM
 JH0231'(15.45 MILES) NORTH
 JH0231'ALONG HIGHWAY 25 TO THE STATION ON THE LEFT.  THE STATION IS SET IN
 JH0231'TOP OF AND NEAR THE
 JH0231'NORTHEAST CORNER OF THE TOP OF A 4.5 X 5-FOOT CONCRETE CISTERN, 41.5 M
 JH0231'SOUTH OF THE ROAD
 JH0231'CENTER, 23.1 M SOUTH OF AN UNDERGROUND CABLE JUNCTION BOX, 13.0 M WEST
 JH0231'OF THE HIGHWAY
 JH0231'CENTERLINE, 10.2 M NORTH OF THE NORTH 1 OF 2 BRACED FENCE POSTS, 0.4 M
 JH0231'BELOW THE LEVEL OF
 JH0231'THE HIGHWAY AND 0.2 M SOUTHWEST OF THE NORTHEAST CORNER OF THE
 JH0231'CISTERN.
 JH0231'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1074 ***********************************************************************
 HE1074  DESIGNATION -  QUAKER
 HE1074  PID         -  HE1074
 HE1074  STATE/COUNTY-  KS/CHEROKEE
 HE1074  USGS QUAD   -  CRESTLINE (1978)
 HE1074
 HE1074                         *CURRENT SURVEY CONTROL
 HE1074  ___________________________________________________________________
 HE1074* NAD 83(1997)-  37 08 13.51077(N)    094 43 20.93909(W)     ADJUSTED  
 HE1074* NAVD 88     -       286.2    (meters)     939.     (feet)  VERTCON   
 HE1074  ___________________________________________________________________
 HE1074  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 HE1074  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HE1074
 HE1074  HORZ ORDER  -  SECOND
 HE1074
 HE1074.The horizontal coordinates were established by classical geodetic methods
 HE1074.and adjusted by the National Geodetic Survey in October 1998..
 HE1074
 HE1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1074
 HE1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1074
 HE1074.The geoid height was determined by GEOID03.
 HE1074
 HE1074;                    North         East     Units Scale Factor Converg.
 HE1074;SPC KS S     -   459,008.741   735,556.069   MT  1.00002800   +2 19 17.0
 HE1074;UTM  15      - 4,111,468.588   347,009.502   MT  0.99988834   -1 02 24.4
 HE1074
 HE1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1074!SPC KS S     -   0.99995976  x   1.00002800  =   0.99998776
 HE1074!UTM  15      -   0.99995976  x   0.99988834  =   0.99984811
 HE1074
 HE1074:                Primary Azimuth Mark                     Grid Az
 HE1074:SPC KS S     -  JOPLIN TV STA KDDE S MAST                109 56 53.1
 HE1074:UTM  15      -  JOPLIN TV STA KDDE S MAST                113 18 34.5
 HE1074
 HE1074|---------------------------------------------------------------------|
 HE1074| PID    Reference Object                     Distance      Geod. Az  |
 HE1074|                                                           dddmmss.s |
 HE1074| HE1041 JOPLIN TV STA KDDE S MAST           APPROX.17.7 KM 1121610.1 |
 HE1074| HE1069 SPENCER CHEMICAL CO S TANK          APPROX. 4.9 KM 1172955.2 |
 HE1074| CM3861 QUAKER RM 1                          17.299 METERS 23021     |
 HE1074| CM3862 QUAKER RM 2                          15.222 METERS 29920     |
 HE1074| HE1076 GATE                                APPROX. 2.1 KM 3593810.3 |
 HE1074|---------------------------------------------------------------------|
 HE1074
 HE1074                          SUPERSEDED SURVEY CONTROL
 HE1074
 HE1074  NAD 83(1997)-  37 08 13.51663(N)    094 43 20.94036(W) AD(       ) 2
 HE1074  NAD 83(1986)-  37 08 13.52537(N)    094 43 20.93411(W) AD(       ) 2
 HE1074  NAD 27      -  37 08 13.30665(N)    094 43 20.09387(W) AD(       ) 2
 HE1074  NGVD 29 (07/19/86)  286.1    (m)          939.     (f) VERT ANG       
 HE1074
 HE1074.Superseded values are not recommended for survey control.
 HE1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1074.See file dsdata.txt to determine how the superseded data were derived.
 HE1074
 HE1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4701011469(NAD 83)
 HE1074_MARKER: DS = TRIANGULATION STATION DISK
 HE1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1074_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1074
 HE1074  HISTORY     - Date     Condition        Report By
 HE1074  HISTORY     - 1966     MONUMENTED       CGS
 HE1074
 HE1074                          STATION DESCRIPTION
 HE1074
 HE1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1074'THE STATION IS ABOUT 8 MILES NORTH OF BAXTER SPRINGS, 7
 HE1074'MILES EAST-SOUTHEAST OF COLUMBUS, 6 MILES NORTHWEST OF GALENA
 HE1074'AT A POINT WHERE A NORTH-SOUTH COUNTY ROAD PASSES OVER THE
 HE1074'TOP OF A LOW HILL.
 HE1074'
 HE1074'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160
 HE1074'AND 69, ABOUT 5 MILES SOUTH OF PITTSBURG, GO SOUTH ON U.S.
 HE1074'HIGHWAY 69 FOR 14.0 MILE TO A CROSSROAD.  TURN RIGHT AND
 HE1074'GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD, TURN
 HE1074'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.2 MILE TO THE
 HE1074'TOP OF THE HILL AND THE STATION ON THE RIGHT.
 HE1074'
 HE1074'THE STATION MARK IS A STANDARD DISK, STAMPED QUAKER 1966,
 HE1074'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1074'THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS 18.8 FEET
 HE1074'WEST OF A 4 INCH PIPE THAT MARKS AN UNDERGROUND GAS LINE,
 HE1074'18 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, AND
 HE1074'8.1 FEET WEST OF A FENCE.  THE MARK IS IN THE BOTTOM OF THE
 HE1074'EAST DRAINAGE DITCH.
 HE1074'
 HE1074'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED QUAKER NO 1
 HE1074'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 HE1074'IN DIAMETER, THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 HE1074'30.0 FEET NORTH OF A POWERLINE POLE, 26 FEET WEST OF THE
 HE1074'CENTERLINE OF THE ROAD, 1.1 FEET EAST OF A FENCE AND ABOUT 5
 HE1074'FEET HIGHER THAN THE STATION.
 HE1074'
 HE1074'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED QUAKER NO 2
 HE1074'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 HE1074'IN DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND. IT
 HE1074'IS 26 FEET WEST OF THE CENTERLINE OF THE ROAD, 1.2 FEET EAST
 HE1074'OF A FENCE AND ABOUT 4 FEET HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0627 ***********************************************************************
 KG0627  DESIGNATION -  QUARRY
 KG0627  PID         -  KG0627
 KG0627  STATE/COUNTY-  KS/OSBORNE
 KG0627  USGS QUAD   -  DOWNS SOUTH (1979)
 KG0627
 KG0627                         *CURRENT SURVEY CONTROL
 KG0627  ___________________________________________________________________
 KG0627* NAD 83(1997)-  39 28 51.40621(N)    098 36 05.92776(W)     ADJUSTED  
 KG0627* NAVD 88     -       514.0    (meters)    1686.     (feet)  VERTCON   
 KG0627  ___________________________________________________________________
 KG0627  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 KG0627  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 KG0627
 KG0627  HORZ ORDER  -  FIRST
 KG0627
 KG0627.The horizontal coordinates were established by classical geodetic methods
 KG0627.and adjusted by the National Geodetic Survey in October 1998..
 KG0627
 KG0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 KG0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KG0627
 KG0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0627
 KG0627.The geoid height was determined by GEOID03.
 KG0627
 KG0627;                    North         East     Units Scale Factor Converg.
 KG0627;SPC KS N     -   127,571.610   348,238.390   MT  0.99996490   -0 22 50.4
 KG0627;UTM  14      - 4,370,225.629   534,259.436   MT  0.99961445   +0 15 11.8
 KG0627
 KG0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0627!SPC KS N     -   0.99992348  x   0.99996490  =   0.99988839
 KG0627!UTM  14      -   0.99992348  x   0.99961445  =   0.99953796
 KG0627
 KG0627:                Primary Azimuth Mark                     Grid Az
 KG0627:SPC KS N     -  QUARRY AZ MK                             010 42 34.6
 KG0627:UTM  14      -  QUARRY AZ MK                             010 04 32.4
 KG0627
 KG0627|---------------------------------------------------------------------|
 KG0627| PID    Reference Object                     Distance      Geod. Az  |
 KG0627|                                                           dddmmss.s |
 KG0627| CN9520 QUARRY AZ MK                                       0101944.2 |
 KG0627| CN9521 QUARRY RM 1                          11.583 METERS 04232     |
 KG0627| KG0676 DOWNS MUNICIPAL STANDPIPE           APPROX. 5.8 KM 0565404.3 |
 KG0627| CN9522 QUARRY RM 2                          13.199 METERS 31124     |
 KG0627| CN9523 QUARRY RM 3                          13.190 METERS 31127     |
 KG0627| KG0681 PORTIS MUNICIPAL TANK               APPROX.11.7 KM 3213900.6 |
 KG0627|---------------------------------------------------------------------|
 KG0627
 KG0627                          SUPERSEDED SURVEY CONTROL
 KG0627
 KG0627  NAD 83(1986)-  39 28 51.41389(N)    098 36 05.92869(W) AD(       ) 1
 KG0627  NAD 27      -  39 28 51.37400(N)    098 36 04.68900(W) AD(       ) 1
 KG0627  NGVD 29 (07/19/86)  513.8    (m)         1686.     (f) VERT ANG       
 KG0627
 KG0627.Superseded values are not recommended for survey control.
 KG0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0627.See file dsdata.txt to determine how the superseded data were derived.
 KG0627
 KG0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ3425970226(NAD 83)
 KG0627_MARKER: DS = TRIANGULATION STATION DISK
 KG0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0627
 KG0627  HISTORY     - Date     Condition        Report By
 KG0627  HISTORY     - 1950     MONUMENTED       CGS
 KG0627  HISTORY     - 1967     GOOD             CGS
 KG0627
 KG0627                          STATION DESCRIPTION
 KG0627
 KG0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0627'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF DOWNS,
 KG0627'6-1/2 MILES EAST-NORTHEAST OF OSBORNE AND ON A HIGH PROMINENT HILL
 KG0627'JUST NORTH OF AN ABANDONED ROCK QUARRY.  IT IS 42 FEET NORTH OF
 KG0627'THE NORTH EDGE OF A ROCK QUARRY, 40.5 FEET SOUTHWEST OF A WITNESS
 KG0627'POST AND 29 FEET SOUTH OF A TRIANGULAR BLAZED FENCE POST THAT IS
 KG0627'SET IN AN EAST-WEST FENCE LINE.  IT IS STAMPED QUARRY 1950 AND
 KG0627'PROJECTS 5 INCHES.
 KG0627'
 KG0627'REFERENCE MARK NO. 1 IS 3.5 FEET WEST OF A WITNESS POST, 1 FOOT
 KG0627'SOUTH OF AN EAST-WEST FENCE LINE AND 1 FOOT BELOW THE LEVEL OF THE
 KG0627'STATION.  IT IS STAMPED QUARRY NO 1 1950 AND PROJECTS 3 INCHES.
 KG0627'
 KG0627'REFERENCE MARK NO. 2 IS 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE
 KG0627'AND 1 FOOT BELOW THE LEVEL OF THE STATION.  IT IS STAMPED QUARRY
 KG0627'NO 2 1950 AND PROJECTS 3 INCHES.
 KG0627'
 KG0627'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 58.1 FEET.
 KG0627'
 KG0627'THE AZIMUTH MARK IS 33 FEET SOUTH OF A FENCE CORNER, 27 FEET SOUTH
 KG0627'OF THE CENTER OF A GATE, 20 FEET EAST OF THE CENTER OF A
 KG0627'NORTH-SOUTH FENCE LINE.  IT IS STAMPED QUARRY 1950 AND PROJECTS
 KG0627'6 INCHES.
 KG0627'
 KG0627'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 KG0627'HIGHWAY 181 IN DOWNS, GO WEST ON U.S. HIGHWAY 24 FOR 3.0 MILES TO
 KG0627'A T ROAD SOUTH AT THE WEST END OF A LONG CONCRETE BRIDGE, TURN LEFT
 KG0627'AND GO SOUTH FOR 1.5 MILES TO A FENCE CORNER AND THE AZIMUTH MARK
 KG0627'ON THE LEFT AS DESCRIBED, CONTINUE SOUTH FOR 0.5 MILE TO A
 KG0627'CROSSROADS, TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE WEST EDGE
 KG0627'OF A ROCK QUARRY, TURN RIGHT AND GO 0.05 MILE TO THE TOP OF THE
 KG0627'HILL AND THE STATION AS DESCRIBED.
 KG0627'
 KG0627'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KG0627
 KG0627                          STATION RECOVERY (1967)
 KG0627
 KG0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (COP)
 KG0627'STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 KG0627'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 KG0627'FOUND WITH THE TOP OF THE MONUMENT KNOCKED OFF AND THE DISK REMOVED.
 KG0627'REFERENCE MARK NO. 3 WAS ESTABLISHED, AT NEAR THE
 KG0627'SAME LOCATION AS WAS REFERENCE MARK NO. 2.
 KG0627'
 KG0627'A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS, A SLIGHT
 KG0627'DIFFERENCE WAS FOUND.  THE DIFFERENCE IS BELIEVED DUE TO OCCASIONAL
 KG0627'BLASTING IN NEAR BY QUARRY.
 KG0627'
 KG0627'THE 1950 DESCRIPTION FOR LOCATION AND ROUTE TO THE STATION ARE
 KG0627'CORRECT, WITH THIS ADDITION THE PROPERTY IS OWNED BY HELEN B.
 KG0627'ADMANS.
 KG0627'
 KG0627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 KG0627'SOUTHWEST OF DOWNS PLATE.
 KG0627'
 KG0627'HEIGHT OF LIGHT ABOVE STATION MARK 4.36 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0887 ***********************************************************************
 JG0887  DESIGNATION -  QUARRY
 JG0887  PID         -  JG0887
 JG0887  STATE/COUNTY-  KS/PAWNEE
 JG0887  USGS QUAD   -  RUSH CENTER SW (1970)
 JG0887
 JG0887                         *CURRENT SURVEY CONTROL
 JG0887  ___________________________________________________________________
 JG0887* NAD 83(1997)-  38 15 18.49582(N)    099 25 22.57693(W)     ADJUSTED  
 JG0887* NAVD 88     -       675.     (meters)    2215.     (feet)  SCALED    
 JG0887  ___________________________________________________________________
 JG0887  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 JG0887  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 JG0887
 JG0887  HORZ ORDER  -  SECOND
 JG0887
 JG0887.The horizontal coordinates were established by classical geodetic methods
 JG0887.and adjusted by the National Geodetic Survey in October 1998..
 JG0887
 JG0887.The orthometric height was scaled from a topographic map.
 JG0887
 JG0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0887
 JG0887.The geoid height was determined by GEOID03.
 JG0887
 JG0887;                    North         East     Units Scale Factor Converg.
 JG0887;SPC KS S     -   576,698.223   319,222.836   MT  0.99995322   -0 34 01.8
 JG0887;UTM  14      - 4,234,208.260   462,996.109   MT  0.99961686   -0 15 42.7
 JG0887
 JG0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0887!SPC KS S     -   0.99989813  x   0.99995322  =   0.99985136
 JG0887!UTM  14      -   0.99989813  x   0.99961686  =   0.99951503
 JG0887
 JG0887:                Primary Azimuth Mark                     Grid Az
 JG0887:SPC KS S     -  QUARRY AZ MK                             010 05 20.3
 JG0887:UTM  14      -  QUARRY AZ MK                             009 47 01.2
 JG0887
 JG0887|---------------------------------------------------------------------|
 JG0887| PID    Reference Object                     Distance      Geod. Az  |
 JG0887|                                                           dddmmss.s |
 JG0887| CL3799 QUARRY AZ MK                                       0093118.5 |
 JG0887| CL3800 QUARRY RM 1                         169.012 METERS 27352     |
 JG0887| CL3801 QUARRY RM 2                         217.993 METERS 30856     |
 JG0887|---------------------------------------------------------------------|
 JG0887
 JG0887                          SUPERSEDED SURVEY CONTROL
 JG0887
 JG0887  NAD 83(1986)-  38 15 18.50363(N)    099 25 22.57575(W) AD(       ) 2
 JG0887  NAD 27      -  38 15 18.45500(N)    099 25 21.16400(W) AD(       ) 2
 JG0887
 JG0887.Superseded values are not recommended for survey control.
 JG0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0887.See file dsdata.txt to determine how the superseded data were derived.
 JG0887
 JG0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6299634208(NAD 83)
 JG0887_MARKER: DS = TRIANGULATION STATION DISK
 JG0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0887
 JG0887  HISTORY     - Date     Condition        Report By
 JG0887  HISTORY     - 1934     MONUMENTED       CGS
 JG0887  HISTORY     - 1961     GOOD             CGS
 JG0887
 JG0887                          STATION DESCRIPTION
 JG0887
 JG0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0887'STATION IS LOCATED ABOUT 4.5 MILES NORTH AND 1.0 MILE WEST
 JG0887'OF ROZEL IN T. 21 S., R. 19 W. ON MR. F.H. EWINGS PROPERTY
 JG0887'ON HIGHEST POINT IN VICINITY.
 JG0887'
 JG0887'REACHED BY GOING NORTH 5.0 MILES FROM INTERSECTION OF STATE
 JG0887'HIGHWAY 1 AND U.S. HIGHWAY 50 N TO T-FORK, TURN LEFT (WEST) AND
 JG0887'GO 1.0 MILE, THEN TURN LEFT (SOUTH) AND GO 0.5 MILE TO FENCE
 JG0887'CORNER ON THE LEFT, TURN LEFT (EAST) ALONG FENCE AND GO
 JG0887'APPROXIMATELY 450 FEET TO STATION.
 JG0887'
 JG0887'MARK IS SET 1.5 FEET SOUTH OF EAST-AND-WEST FENCE LINE.
 JG0887'
 JG0887'REFERENCE MARK NO. 1 IS WEST-NORTHWEST OF STATION IN NORTH-AND-SOUTH
 JG0887'FENCE LINE, 26 FEET WEST OF CENTERLINE OF NORTH-AND-SOUTH
 JG0887'ROAD.
 JG0887'
 JG0887'REFERENCE MARK NO. 2 IS NORTHWEST OF STATION IN NORTH-AND-SOUTH
 JG0887'FENCE LINE, 25 FEET WEST OF CENTERLINE OF NORTH-AND-SOUTH ROAD.
 JG0887'
 JG0887'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE NORTH OF STATION SET IN
 JG0887'EDGE OF FIELD, 30 FEET SOUTH OF CENTERLINE OF EAST-AND-WEST
 JG0887'ROAD.
 JG0887'
 JG0887'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JG0887'BRONZE DISKS SET IN CONCRETE.
 JG0887'
 JG0887'HEIGHT OF LIGHT ABOVE STATION MARK - 3.0 METERS.
 JG0887
 JG0887                          STATION RECOVERY (1961)
 JG0887
 JG0887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JAW)
 JG0887'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 JG0887'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1410 ***********************************************************************
 HF1410  DESIGNATION -  QUARRY RESET
 HF1410  PID         -  HF1410
 HF1410  STATE/COUNTY-  KS/HARPER
 HF1410  USGS QUAD   -  BLUFF CITY NW (1971)
 HF1410
 HF1410                         *CURRENT SURVEY CONTROL
 HF1410  ___________________________________________________________________
 HF1410* NAD 83(1997)-  37 14 28.44076(N)    097 58 20.85321(W)     ADJUSTED  
 HF1410* NAVD 88     -       439.8    (meters)    1443.     (feet)  VERTCON   
 HF1410  ___________________________________________________________________
 HF1410  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 HF1410  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 HF1410
 HF1410  HORZ ORDER  -  FIRST
 HF1410
 HF1410.The horizontal coordinates were established by classical geodetic methods
 HF1410.and adjusted by the National Geodetic Survey in October 1998..
 HF1410
 HF1410.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1410
 HF1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1410
 HF1410.The geoid height was determined by GEOID03.
 HF1410
 HF1410;                    North         East     Units Scale Factor Converg.
 HF1410;SPC KS S     -   463,901.128   446,808.514   MT  1.00000510   +0 19 27.1
 HF1410;UTM  14      - 4,122,128.336   591,138.217   MT  0.99970232   +0 37 18.8
 HF1410
 HF1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1410!SPC KS S     -   0.99993544  x   1.00000510  =   0.99994054
 HF1410!UTM  14      -   0.99993544  x   0.99970232  =   0.99963778
 HF1410
 HF1410:                Primary Azimuth Mark                     Grid Az
 HF1410:SPC KS S     -  DANVILLE CATHOLIC CHURCH SPIRE           053 11 13.6
 HF1410:UTM  14      -  DANVILLE CATHOLIC CHURCH SPIRE           052 53 21.9
 HF1410
 HF1410|---------------------------------------------------------------------|
 HF1410| PID    Reference Object                     Distance      Geod. Az  |
 HF1410|                                                           dddmmss.s |
 HF1410| HF1420 DANVILLE CATHOLIC CHURCH SPIRE      APPROX. 8.6 KM 0533040.7 |
 HF1410| HF1422 DANVILLE COOP GRAIN ELEVATOR        APPROX. 8.9 KM 0543345.8 |
 HF1410| CL6061 QUARRY AZ MK                                       1075917.4 |
 HF1410| HF1400 FREEPORT GRAIN CO ELEVATOR          APPROX.11.5 KM 1144353.1 |
 HF1410| HF1407 ATT MICROWAVE SSW BLUFF CITY        APPROX.23.0 KM 1630708.3 |
 HF1410| HF1409 ANTHONY CAA PERIPHERAL E TOWER      APPROX. 9.0 KM 1770420.0 |
 HF1410| CL6062 QUARRY RM 1                          13.725 METERS 17949     |
 HF1410| HG0833 ANTHONY COUNTY COURTHOUSE TWR       APPROX.10.9 KM 2073555.3 |
 HF1410| HG0832 ANTHONY MUNICIPAL WATER TANK        APPROX.10.7 KM 2094924.0 |
 HF1410| CL6063 QUARRY RM 2                          14.670 METERS 26227     |
 HF1410| HG0825 HARPER STANDPIPE                    APPROX. 7.2 KM 3135643.9 |
 HF1410| HG0824 HARPER EMPERIAL MILLS ELEVATOR      APPROX. 7.3 KM 3182646.1 |
 HF1410|---------------------------------------------------------------------|
 HF1410
 HF1410                          SUPERSEDED SURVEY CONTROL
 HF1410
 HF1410  NAD 83(1997)-  37 14 28.44467(N)    097 58 20.85494(W) AD(       ) 1
 HF1410  NAD 83(1986)-  37 14 28.44780(N)    097 58 20.84803(W) AD(       ) 1
 HF1410  NAD 27      -  37 14 28.37537(N)    097 58 19.63336(W) AD(       ) 1
 HF1410  NGVD 29 (07/19/86)  439.7    (m)         1443.     (f) VERT ANG       
 HF1410
 HF1410.Superseded values are not recommended for survey control.
 HF1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1410.See file dsdata.txt to determine how the superseded data were derived.
 HF1410
 HF1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG9113822128(NAD 83)
 HF1410_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HF1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1410_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1410
 HF1410  HISTORY     - Date     Condition        Report By
 HF1410  HISTORY     - 1901     MONUMENTED       CGS
 HF1410  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HF1410  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HF1410  HISTORY     - 1942     GOOD             CGS
 HF1410  HISTORY     - 1957     GOOD             CGS
 HF1410  HISTORY     - 1957     GOOD             CGS
 HF1410  HISTORY     - 1962     GOOD             CGS
 HF1410  HISTORY     - 1987     GOOD             NOS
 HF1410
 HF1410                          STATION DESCRIPTION
 HF1410
 HF1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1901 (ATM)
 HF1410'IN THE SE 1/4 SEC. 21, T. 32 S., R. 6 W., ABOUT 3/8 MILE
 HF1410'WEST AND 150 YARDS NORTH OF THE SOUTHEAST CORNER OF THE SECTION,
 HF1410'ON LAND OWNED (1901) BY Z.T. ROBINSON OF HARPER.  A. WOHLFORD
 HF1410'LIVES 200 YARDS SOUTH OF THE STATION ON THE SOUTH SIDE OF THE
 HF1410'ROAD, AND O.H. RIGGINS LIVES 3/8 MILE WEST.  THE NEAREST
 HF1410'RAILROAD STATION IS HARPER, 3-1/2 MILES WEST AND 3 MILES NORTH.
 HF1410'THE STATION IS NEAR AN OLD STONE QUARRY AND IS MARKED BY A
 HF1410'CROSS ON THE HEAD OF A COPPER BOLT 4 INCHES LONG AND 1/2 INCH
 HF1410'IN DIAMETER SET IN SOLID ROCK WITH ITS UPPER END 2.15 FEET
 HF1410'BELOW THE SURFACE MARK.  SURFACE MARK IS AN OLD TYPE BRONZE
 HF1410'STATION MARK SET IN CONCRETE IN A 6-INCH DRAIN TILE.  THE
 HF1410'FLANGE OF THE TILE IS FLUSH WITH THE GROUND.  CAST IN THE
 HF1410'BRONZE MARK IS A CROSS INSTEAD OF A TRIANGLE.  IT IS
 HF1410'SECURED IN THE CONCRETE BY A STEM 76 MILLIMETERS LONG.  TWO
 HF1410'WITNESS MARKS, EACH CONSISTING OF A 4-INCH DRAIN TILE FILLED
 HF1410'WITH CONCRETE, WITH A NAIL AT THE CENTER OF THE TOP, ARE FLUSH
 HF1410'WITH THE GROUND ABOUT 6 FEET FROM THE STATION, ONE NORTH AND
 HF1410'THE OTHER SOUTH.
 HF1410
 HF1410                          STATION RECOVERY (1934)
 HF1410
 HF1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 HF1410'IN THE SOUTHEAST QUARTER OF SEC. 21, T. 32 S., R. 6 W., ABOUT
 HF1410'3/8 MILE WEST OF A SCHOOLHOUSE AT THE SOUTHEAST CORNER OF THE
 HF1410'SECTION, ABOUT 178 YARDS NORTH OF THE CENTER LINE OF THE
 HF1410'EAST-WEST ROAD ON THE SOUTH LINE OF THE SECTION, ABOUT 153 YARDS
 HF1410'EAST OF A WIRE FENCE ON THE EAST LINE OF A CULTIVATED FIELD, OF A
 HF1410'PROMINENT MOUND IN A PASTURE OWNED BY MILTON ROBINSON, OF HARPER.
 HF1410'TWO POSTS FASTENED TOGETHER AT THE TOP WITH A NAILED BOARD
 HF1410'STAND ONE ON EACH SIDE OF THE MARK.  THE STATION IS NEAR AN
 HF1410'OLD STONE QUARRY AND IS A CROSS MARK ON THE HEAD OF A
 HF1410'COPPER BOLT 4 INCHES LONG AND 1/2 INCH IN DIAMETER, SET IN
 HF1410'SOLID ROCK, WITH ITS UPPER END 2.15 FEET BELOW THE
 HF1410'SURFACE MARK.
 HF1410
 HF1410                          STATION RECOVERY (1934)
 HF1410
 HF1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HF1410'THE OBSERVING PARTY DID NOT VISIT THE STATION.  THE FOLLOWING
 HF1410'DESCRIPTION IS BY THE BUILDING FOREMAN AND LIGHTKEEPERS WHO
 HF1410'VISITED STATION.
 HF1410'
 HF1410'SURFACE AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 HF1410'A.T.M. IN 1901.
 HF1410'
 HF1410'STATION IS LOCATED ABOUT 6 MILES NORTH AND 1/2 MILE WEST OF
 HF1410'ANTHONY, KANSAS, IN THE SOUTHEAST QUARTER OF SEC. 21, T. 32 S.,
 HF1410'R. 6 W., ON A LONG LOW RIDGE EXTENDING NORTH AND SOUTH WHICH
 HF1410'IS ABOUT 200 YARDS NORTH OF ROAD.
 HF1410'
 HF1410'TO REACH FROM ANTHONY, GO WEST 0.4 MILE TO WEST EDGE OF TOWN,
 HF1410'THENCE NORTH ON PAVED HIGHWAY FOR 6.0 MILES TO INTERSECTION OF
 HF1410'STATE HIGHWAY 14 AND U.S. HIGHWAY 160.  TURN EAST ON DIRT ROAD
 HF1410'FOR 3.65 MILES TO TOP OF GRASSY RIDGE.  ROAD DROPS SHARPLY TO
 HF1410'THE NORTH AND STATION IS 200 YARDS TO THE NORTH.
 HF1410
 HF1410                          STATION RECOVERY (1942)
 HF1410
 HF1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WWR)
 HF1410'SURFACE MARK FOUND IN GOOD CONDITION BUT PROJECTS SEVERAL INCHES
 HF1410'ABOVE THE GROUND.  NO SEARCH WAS MADE FOR REFERENCE MARKS.
 HF1410'IN THE DESCRIPTION (C.I.A., 1934) THE FOLLOWING IS FOUND-
 HF1410'ROAD DROPS SHARPLY TO THE NORTH AND STATION IS 200 YARDS TO
 HF1410'THE NORTH.  THIS SHOULD BE CHANGED TO ROAD DROPS SHARPLY TO
 HF1410'THE EAST, ETC.  OUR PLANE TABLE MEASUREMENTS SHOWED THE
 HF1410'STATION TO BE 160 METERS NORTH AND 512 METERS WEST OF THE
 HF1410'SOUTHEAST CORNER OF SECTION 21, T. 32 S., R. 6 W.
 HF1410
 HF1410                          STATION RECOVERY (1957)
 HF1410
 HF1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1410'THE STATION SURFACE MARK WAS FOUND BROKEN OFF BUT THE UNDERGROUND
 HF1410'MARK WAS RECOVERED AS DESCRIBED.  A NEW SURFACE MARK WAS
 HF1410'ESTABLISHED OVER THE UNDERGROUND MARK BUT IS 12 INCHES BELOW
 HF1410'THE GROUND SURFACE.  NEW REFERENCE MARKS AND AN AZIMUTH MARK
 HF1410'WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 HF1410'
 HF1410'THE STATION IS LOCATED AIRLINE, ABOUT 5 MILES SOUTHWEST OF
 HF1410'DANVILLE AND 3 MILES SOUTHEAST OF HARPER ON THE HIGHEST POINT
 HF1410'OF A VERY LOW RIDGE.
 HF1410'
 HF1410'THE STATION IS A STANDARD DISK STAMPED QUARRY 1901 SET IN TOP
 HF1410'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 HF1410'BELOW THE SURFACE OF THE GROUND.  IT IS 8 FEET SOUTHWEST OF
 HF1410'A WHITE WITNESS POST AND ABOUT 0.1 MILE NORTH OF THE CENTER
 HF1410'LINE OF AN EAST-WEST FARM ROAD.
 HF1410'
 HF1410'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED QUARRY NO 1
 HF1410'1901 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HF1410'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT 1
 HF1410'FOOT HIGHER THAN THE STATION.
 HF1410'
 HF1410'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED QUARRY NO
 HF1410'2 1901 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HF1410'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT 1
 HF1410'FOOT LOWER THAN THE STATION.
 HF1410'
 HF1410'THE AZIMUTH MARK IS A STANDARD DISK STAMPED QUARRY 1901 1957
 HF1410'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1410'ABOUT 1 INCH ABOVE THE GROUND.  IT IS 6 FEET EAST-NORTHEAST
 HF1410'OF A TELEPHONE POLE, 65 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 HF1410'OF A SCHOOL HOUSE, 30 FEET NORTH OF THE CENTER LINE OF A FARM
 HF1410'ROAD AND ABOUT 59 YARDS WEST-NORTHWEST OF THE CENTER LINE OF
 HF1410'A CROSS-ROAD.
 HF1410'
 HF1410'TO REACH THE STATION FROM THE POST OFFICE IN DANVILLE, GO SOUTH
 HF1410'ON THE MAIN ROAD FOR 0.2 MILE, TURN RIGHT AND GO WEST ON U.S.
 HF1410'HIGHWAY 160 FOR 4.15 MILES TO THE PLEASANT VALLEY CHURCH IN
 HF1410'THE NORTHEAST ANGLE OF THE CROSS-ROAD, TURN LEFT AT THE
 HF1410'CROSS-ROAD AND GO SOUTH ON THE GRAVELED ROAD FOR 3.0 MILES
 HF1410'TO A SCHOOL HOUSE IN THE NORTHWEST ANGLE OF THE CROSS-ROAD AND
 HF1410'THE AZIMUTH MARK.  TURN RIGHT AND GO WEST ON THE GRAVELED ROAD
 HF1410'FOR 0.3 MILE TO THE TOP OF A SMALL RISE, CONTINUE STRAIGHT
 HF1410'AHEAD, WEST FOR 0.05 MILE TO A GATE ON THE RIGHT, NORTH SIDE,
 HF1410'PASS THROUGH THE GATE AND GO NORTHEAST ACROSS THE MEADOW FOR
 HF1410'0.15 MILE TO THE HIGHEST POINT OF THE RIDGE, A WHITE WITNESS
 HF1410'POST AND THE STATION.
 HF1410
 HF1410                          STATION RECOVERY (1957)
 HF1410
 HF1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1410'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HF1410'CONDITION.  A DISCREPANCY WAS FOUND IN THE MEASURED DISTANCE TO
 HF1410'REFERENCE MARK 2.  ALL OTHER DISTANCES AND DIRECTIONS WERE
 HF1410'VERIFIED.
 HF1410
 HF1410                          STATION RECOVERY (1962)
 HF1410
 HF1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (REA)
 HF1410'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 HF1410'
 HF1410'STATION VISITED BY ASTRONOMIC PARTY.
 HF1410
 HF1410                          STATION RECOVERY (1987)
 HF1410
 HF1410'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RAH)
 HF1410'THE STATION WAS RECOVERED AT THIS DATE.
 HF1410'STATION, RM 1, AND RM 2 WERE RECOVERED AS DESCRIBED.  THE AZIMUTH
 HF1410'MARK WAS NOT SEARCHED FOR.
 HF1410'
 HF1410'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HF1410'
 HF1410'RECOVERED BY RAH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1798 ***********************************************************************
 JE1798  DESIGNATION -  QUE
 JE1798  PID         -  JE1798
 JE1798  STATE/COUNTY-  KS/OSAGE
 JE1798  USGS QUAD   -  QUENEMO (1965)
 JE1798
 JE1798                         *CURRENT SURVEY CONTROL
 JE1798  ___________________________________________________________________
 JE1798* NAD 83(1997)-  38 36 12.76414(N)    095 35 00.24297(W)     ADJUSTED  
 JE1798* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 JE1798  ___________________________________________________________________
 JE1798  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 JE1798  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JE1798
 JE1798  HORZ ORDER  -  THIRD
 JE1798
 JE1798.The horizontal coordinates were established by classical geodetic methods
 JE1798.and adjusted by the National Geodetic Survey in October 1998..
 JE1798
 JE1798.The orthometric height was scaled from a topographic map.
 JE1798
 JE1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1798
 JE1798.The geoid height was determined by GEOID03.
 JE1798
 JE1798;                    North         East     Units Scale Factor Converg.
 JE1798;SPC KS S     -   618,945.861   654,018.834   MT  1.00000750   +1 47 32.4
 JE1798;SPC KS N     -    32,805.209   610,483.756   MT  1.00002018   +1 31 44.5
 JE1798;UTM  15      - 4,275,948.637   275,038.756   MT  1.00022325   -1 36 45.1
 JE1798
 JE1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1798!SPC KS S     -   0.99995501  x   1.00000750  =   0.99996251
 JE1798!SPC KS N     -   0.99995501  x   1.00002018  =   0.99997519
 JE1798!UTM  15      -   0.99995501  x   1.00022325  =   1.00017825
 JE1798
 JE1798:                Primary Azimuth Mark                     Grid Az
 JE1798:SPC KS S     -  QUE AZ MK                                032 16 12.0
 JE1798:SPC KS N     -  QUE AZ MK                                032 31 59.9
 JE1798:UTM  15      -  QUE AZ MK                                035 40 29.5
 JE1798
 JE1798|---------------------------------------------------------------------|
 JE1798| PID    Reference Object                     Distance      Geod. Az  |
 JE1798|                                                           dddmmss.s |
 JE1798| CL6064 QUE AZ MK                                          0340344.4 |
 JE1798| CL6065 QUE RM 1                             26.759 METERS 03736     |
 JE1798| CL6066 QUE RM 2                             20.271 METERS 22808     |
 JE1798|---------------------------------------------------------------------|
 JE1798
 JE1798                          SUPERSEDED SURVEY CONTROL
 JE1798
 JE1798  NAD 83(1986)-  38 36 12.77079(N)    095 35 00.24427(W) AD(       ) 3
 JE1798  NAD 27      -  38 36 12.73600(N)    095 34 59.30600(W) AD(       ) 3
 JE1798
 JE1798.Superseded values are not recommended for survey control.
 JE1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1798.See file dsdata.txt to determine how the superseded data were derived.
 JE1798
 JE1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7503975949(NAD 83)
 JE1798_MARKER: DS = TRIANGULATION STATION DISK
 JE1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1798
 JE1798  HISTORY     - Date     Condition        Report By
 JE1798  HISTORY     - 1948     MONUMENTED       CGS
 JE1798
 JE1798                          STATION DESCRIPTION
 JE1798
 JE1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1798'LOCATED ABOUT 7 MILES WEST OF POMONA AND 5.5 MILES EAST OF
 JE1798'LYNDON.  IT IS A NORTH-SOUTH FENCE LINE AT THE EAST EDGE OF
 JE1798'A CULTIVATED FIELD, 31.5 FEET WEST OF THE CENTER OF THE ROAD
 JE1798'AND 6 FEET NORTH OF A WITNESS POST.  IT IS STAMPED QUE 1948
 JE1798'AND PROJECTS 4 INCHES.
 JE1798'
 JE1798'REFERENCE MARK NO. 1 IS 22 FEET EAST OF THE CENTER OF THE
 JE1798'NORTH-SOUTH ROAD AND 1 FOOT WEST OF THE FENCE LINE.  IT IS
 JE1798'STAMPED QUE NO 1 1948 AND PROJECTS 4 INCHES.
 JE1798'
 JE1798'REFERENCE MARK NO. 2 IS 21 FEET EAST OF THE CENTER OF THE ROAD
 JE1798'AND 6 INCHES WEST OF THE FENCE LINE.  IT IS STAMPED QUE NO
 JE1798'2 1948 AND PROJECTS 4 INCHES.
 JE1798'
 JE1798'AZIMUTH MARK IS 22 FEET NORTH OF THE CENTER OF AN EAST-WEST
 JE1798'ROAD, 1 FOOT SOUTHEAST OF A POWER LINE POLE AND 0.1 MILE EAST
 JE1798'OF THE RAILROAD TRACKS.  IT IS STAMPED QUE 1948 AND PROJECTS
 JE1798'4 INCHES.
 JE1798'
 JE1798'TO REACH FROM THE POST OFFICE IN POMONA, GO WEST ON STATE HIGHWAY
 JE1798'68 FOR 4.2 MILES TO A CROSSROAD AT A POINT WHERE STATE 68 TURNS
 JE1798'SOUTH, CONTINUE STRAIGHT AHEAD 1 MILE, TURN RIGHT, NORTH,
 JE1798'FOR 0.55 MILE, TURN LEFT, WEST, ON T-ROAD FOR 1.4 MILES TO
 JE1798'THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST FOR 0.6 MILE TO
 JE1798'A CROSSROAD, TURN LEFT, SOUTH, FOR 0.85 MILE TO THE STATION
 JE1798'ON THE RIGHT AS DESCRIBED.
 JE1798'
 JE1798'AN 87 FOOT SIGNAL AT BICE 1934 IS VISIBLE FROM THE GROUND.
 JE1798'
 JE1798'A 4 FOOT SIGNAL AT NEMO IS VISIBLE AT 55 FEET.
 JE1798'
 JE1798'A 100 FOOT SIGNAL AT LOMAX IS VISIBLE AT 10 FEET.
 JE1798'
 JE1798'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0726 ***********************************************************************
 HH0726  DESIGNATION -  QUICK
 HH0726  PID         -  HH0726
 HH0726  STATE/COUNTY-  KS/GRANT
 HH0726  USGS QUAD   -  ULYSSES NE (1959)
 HH0726
 HH0726                         *CURRENT SURVEY CONTROL
 HH0726  ___________________________________________________________________
 HH0726* NAD 83(1997)-  37 38 04.36538(N)    101 16 18.93536(W)     ADJUSTED  
 HH0726* NAVD 88     -       949.     (meters)    3114.     (feet)  SCALED    
 HH0726  ___________________________________________________________________
 HH0726  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 HH0726  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 HH0726
 HH0726  HORZ ORDER  -  SECOND
 HH0726
 HH0726.The horizontal coordinates were established by classical geodetic methods
 HH0726.and adjusted by the National Geodetic Survey in October 1998..
 HH0726
 HH0726.The orthometric height was scaled from a topographic map.
 HH0726
 HH0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0726
 HH0726.The geoid height was determined by GEOID03.
 HH0726
 HH0726;                    North         East     Units Scale Factor Converg.
 HH0726;SPC KS S     -   511,056.216   155,380.389   MT  0.99994806   -1 42 12.3
 HH0726;UTM  14      - 4,167,696.065   299,531.637   MT  1.00009503   -1 23 15.9
 HH0726
 HH0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0726!SPC KS S     -   0.99985506  x   0.99994806  =   0.99980313
 HH0726!UTM  14      -   0.99985506  x   1.00009503  =   0.99995007
 HH0726
 HH0726|---------------------------------------------------------------------|
 HH0726| PID    Reference Object                     Distance      Geod. Az  |
 HH0726|                                                           dddmmss.s |
 HH0726| AI1647 QUICK RM 1                          274.100 METERS 00006     |
 HH0726| HH0736 ULYSSES RAD STA KA 2274 MAST        APPROX.10.0 KM 2283908.9 |
 HH0726| HH0734 ULYSSES NEW MUN WATER TANK          APPROX. 9.4 KM 2362957.5 |
 HH0726| AI1645 QUICK RM 2                           17.276 METERS 26453     |
 HH0726| AI1646 44 ES ET                                           3591858.4 |
 HH0726|---------------------------------------------------------------------|
 HH0726
 HH0726                          SUPERSEDED SURVEY CONTROL
 HH0726
 HH0726  NAD 83(1997)-  37 38 04.37113(N)    101 16 18.93309(W) AD(       ) 2
 HH0726  NAD 83(1986)-  37 38 04.37171(N)    101 16 18.93248(W) AD(       ) 2
 HH0726  NAD 27      -  37 38 04.30576(N)    101 16 17.31317(W) AD(       ) 2
 HH0726
 HH0726.Superseded values are not recommended for survey control.
 HH0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0726.See file dsdata.txt to determine how the superseded data were derived.
 HH0726
 HH0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG9953267696(NAD 83)
 HH0726_MARKER: DS = TRIANGULATION STATION DISK
 HH0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0726_STAMPING: QUICK 1961
 HH0726_MARK LOGO: CGS   
 HH0726_PROJECTION: RECESSED 10 CENTIMETERS
 HH0726_MAGNETIC: N = NO MAGNETIC MATERIAL
 HH0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0726
 HH0726  HISTORY     - Date     Condition        Report By
 HH0726  HISTORY     - 1961     MONUMENTED       CGS
 HH0726  HISTORY     - 1971     GOOD             MJH
 HH0726  HISTORY     - 1984     MARK NOT FOUND   MOBIL
 HH0726  HISTORY     - 19840621 GOOD             NGS
 HH0726
 HH0726                          STATION DESCRIPTION
 HH0726
 HH0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0726'THE STATION IS ABOUT 7-1/2 MILES NORTHEAST OF ULYSSES, 4-1/2
 HH0726'MILES NORTH OF HICKOK, IN THE SOUTHWEST CORNER OF THE SOUTHWEST
 HH0726'QUARTER OF SECTION 4, T 28 S, R 36 W, AND ON THE EAST RIGHT-OF-WAY
 HH0726'OF A DIRT ROAD.
 HH0726'
 HH0726'TO REACH THE STATION FROM THE RAILROAD CROSSING IN HICKOK,
 HH0726'GO WEST ON U.S. HIGHWAY 160 FOR 2.1 MILES TO A CROSSROAD.  TURN
 HH0726'RIGHT AND GO NORTH ON A DIRT ROAD FOR 5.0 MILES TO A CROSSROAD
 HH0726'AND THE STATION ON THE RIGHT, IN THE NORTHEAST ANGLE OF THE
 HH0726'INTERSECTION.
 HH0726'
 HH0726'STATION MARKS ARE STANDARD DISKS STAMPED QUICK 1961.  THE
 HH0726'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HH0726'4 INCHES.  IT IS 58 FEET EAST OF A POWER POLE, 36 FEET NORTHEAST
 HH0726'OF THE CENTER OF THE INTERSECTION, 28 FEET EAST OF THE CENTER
 HH0726'OF THE DIRT ROAD, 22 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 HH0726'5 FEET SOUTH OF A METAL WITNESS POST AND 4.5 FEET NORTH OF A
 HH0726'TELEPHONE POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HH0726'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0726'
 HH0726'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED QUICK NO 1 1961,
 HH0726'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 HH0726'IT IS 78 FEET SOUTHEAST OF A POWER POLE, 28 FEET EAST OF THE
 HH0726'CENTER OF THE DIRT ROAD AND 1 FOOT SOUTHWEST OF A TELEPHONE POLE.
 HH0726'
 HH0726'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED QUICK NO 2 1961,
 HH0726'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 HH0726'IT IS 30 FEET WEST OF THE CENTER OF THE DIRT ROAD, 22 FEET
 HH0726'NORTH OF THE CENTER OF A DIRT ROAD AND 1 FOOT EAST OF THE
 HH0726'POWER POLE.  B.M. 44 ES, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 HH0726'STAMPED 44 ES 1958, IS SET IN THE TOP OF A 6-INCH SQUARE
 HH0726'CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 31 FEET WEST OF
 HH0726'THE CENTER OF A DIRT ROAD, 31 FEET SOUTH OF THE CENTER OF A DIRT
 HH0726'ROAD, 6 INCHES EAST OF A POWER POLE AND 4 INCHES SOUTHWEST
 HH0726'OF A METAL WITNESS POST.  THIS MARK WAS USED AS AN AZIMUTH
 HH0726'MARK.
 HH0726'
 HH0726'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 HH0726'DIRT ROAD FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 HH0726'ON THE LEFT, IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 HH0726'
 HH0726'NOTE--REFERENCE MARKS MEASURED WITH 5 AND 7 KG. TAPE TENSION.
 HH0726
 HH0726                          STATION RECOVERY (1971)
 HH0726
 HH0726'RECOVERY NOTE BY MITCHELL JONES AND HARDEN INCORPORATED 1971 (ATL)
 HH0726'QUICK 1961 RECOVERED IN GOOD CONDITION.
 HH0726'
 HH0726'DID NOT SEARCH FOR RM NO. 1, RM NO. 2 OR AZ. MK.
 HH0726
 HH0726                          STATION RECOVERY (1984)
 HH0726
 HH0726'RECOVERY NOTE BY MOBIL OIL CORPORATION 1984 (ME)
 HH0726'MARK NOT FOUND.
 HH0726
 HH0726                          STATION RECOVERY (1984)
 HH0726
 HH0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HH0726'THE SURFACE STATION MARK AND 44 ES USGS, WHICH SERVES AS THE AZIMUTH
 HH0726'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND
 HH0726'DESTROYED.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND AS IS
 HH0726'PRESUMED DESTROYED BY ROAD GRADING.  REFERENCE MARKS 3 AND 4 WERE
 HH0726'ESTABLISHED THIS DATE.  CHECK ANGLES WERE OBTAINED TO DISTANT OBJECTS,
 HH0726'THEREFORE, THE UNDERGROUND MARK WAS NOT INSPECTED.  A NEW DESCRIPTION
 HH0726'FOLLOWS.  THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTEAST OF
 HH0726'ULYESSES, 8.8 KM (5.45 MI) NORTH OF HICKOK, IN THE SW CORNER OF THE SE
 HH0726'1/4, SEC 4, T 28 S, R 36 W, AND ON ROAD RIGHT-OF-WAY.  TO REACH THE
 HH0726'STATION FROM THE SULLIVAN GRAIN COMPANY ELEVATOR AND THE RAILROAD
 HH0726'CROSSING IN HICKOK, GO WEST ON U.S HIGHWAY 160 FOR 3.38 KM (2.10 MI)
 HH0726'TO A GRADED CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRADED ROAD FOR
 HH0726'8.21 KM (5.10 MI) TO A SIDE ROAD ON THE RIGHT AND THE STATION IN THE
 HH0726'NORTHEAST ANGLE OF THE INTERSECTION. THE STATION IS A STANDARD CGS
 HH0726'DISK STAMPED---QUICK 1961---, SET INTO THE TOP OF A SQUARE CONCRETE
 HH0726'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, RECESSED 4 INCHES (10 CM)
 HH0726'BELOW THE GROUND.  THE STATION IS LOCATED 17.37 METERS (56.99 FT) EAST
 HH0726'FROM A JUNCTION POWERLINE POLE, 8.7 METERS (28.5 FT) EAST FROM THE
 HH0726'CENTERLINE OF THE NORTH/SOUTH ROAD, 9.3 METERS (30.5 FT) NORTH FROM
 HH0726'THE CENTERLINE OF THE ROAD LEADING EAST, 13.29 METERS (43.60 FT) SOUTH
 HH0726'FROM A SIGN FOR A HIGH PRESSURE NATURAL GAS PIPELINE, 1.50 METERS
 HH0726'(4.92 FT) NORTH NORTHWEST FROM A POWERLINE POLE.  REFERENCE MARK NO 3
 HH0726'IS A STANDARD NGS DISK STAMPED---QUICK 1961 NO 3 1984---, SET INTO THE
 HH0726'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH
 HH0726'WITH GROUND.  THE STATION IS LOCATED 23.53 METERS (77.20 FT) SOUTHEAST
 HH0726'FROM THE JUNCTION POWERLINE POLE, 7.8 METERS (25.6 FT) EAST FROM THE
 HH0726'CENTERLINE OF THE NORTH/SOUTH ROAD, 9.0 METERS (29.5 FT) SOUTH FROM
 HH0726'THE CENTERLINE OF THE SIDE ROAD, 0.46 METERS (1.51 FT) NORTH FROM A
 HH0726'WITNESS POST, AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 HH0726'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED---QUICK 1961 NO 4
 HH0726'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 HH0726'CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE
 HH0726'STATION IS LOCATED 8.7 METERS (28.5 FT) WEST FROM THE CENTERLINE OF
 HH0726'THE NORTH/SOUTH ROAD, 4.9 METERS (16.1 FT) NORTH FROM THE CENTERLINE
 HH0726'OF A FIELD ROAD, 2.04 METERS (6.69 FT) SOUTH FROM THE JUNCTION
 HH0726'POWERLINE POLE, 0.40 METERS (1.31 FT) EAST FROM A WITNESS POST.
 HH0726'AZIMUTH MARK NO 1 IS A STANDARD USGS DISK STAMPED---44 ES 1958
 HH0726'3132---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 6.0 INCHES
 HH0726'(15.0 CM IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 9.6
 HH0726'METERS (31.5 FT) WEST FROM THE CENTERLINE OF THE NORTH/SOUTH ROAD, 9.6
 HH0726'METERS (31.5 FT) SOUTH FROM THE CENTERLINE OF THE EAST/WEST ROAD, 0.30
 HH0726'METERS (0.98 FT) NORTH FROM A WITNESS POST, 0.15 METERS (0.49 FT) EAST
 HH0726'FROM A POWERLINE POLE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 HH0726'NORTH ON THE GRADED ROAD FOR 1.61 KM (1.00 MI) TO A CROSSROAD AND THE
 HH0726'MARK ON THE LEFT, IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0579 ***********************************************************************
 HE0579  DESIGNATION -  QUINCY
 HE0579  PID         -  HE0579
 HE0579  STATE/COUNTY-  KS/GREENWOOD
 HE0579  USGS QUAD   -  QUINCY (1968)
 HE0579
 HE0579                         *CURRENT SURVEY CONTROL
 HE0579  ___________________________________________________________________
 HE0579* NAD 83(1986)-  37 52 56.     (N)    095 59 41.     (W)     SCALED    
 HE0579* NAVD 88     -       287.522  (meters)     943.31   (feet)  ADJUSTED  
 HE0579  ___________________________________________________________________
 HE0579  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 HE0579  DYNAMIC HT  -         287.302 (meters)     942.59  (feet)  COMP
 HE0579  MODELED GRAV-     979,858.7   (mgal)                       NAVD 88
 HE0579
 HE0579  VERT ORDER  -  FIRST     CLASS II
 HE0579
 HE0579.The horizontal coordinates were scaled from a topographic map and have
 HE0579.an estimated accuracy of +/- 6 seconds.
 HE0579
 HE0579.The orthometric height was determined by differential leveling
 HE0579.and adjusted by the National Geodetic Survey in June 1991..
 HE0579
 HE0579.The geoid height was determined by GEOID03.
 HE0579
 HE0579.The dynamic height is computed by dividing the NAVD 88
 HE0579.geopotential number by the normal gravity value computed on the
 HE0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0579.degrees latitude (g = 980.6199 gals.).
 HE0579
 HE0579.The modeled gravity was interpolated from observed gravity values.
 HE0579
 HE0579;                    North         East    Units  Estimated Accuracy
 HE0579;SPC KS S     -   537,870.      620,360.      MT  (+/- 180 meters Scaled)
 HE0579
 HE0579                          SUPERSEDED SURVEY CONTROL
 HE0579
 HE0579  NGVD 29 (??/??/92)  287.380  (m)          942.85   (f) ADJ UNCH    1 2
 HE0579
 HE0579.Superseded values are not recommended for survey control.
 HE0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0579.See file dsdata.txt to determine how the superseded data were derived.
 HE0579
 HE0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB366969(NAD 83)
 HE0579_MARKER: B = BOLT
 HE0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0579+STABILITY: SURFACE MOTION
 HE0579
 HE0579  HISTORY     - Date     Condition        Report By
 HE0579  HISTORY     - UNK      MONUMENTED       ATSFRR
 HE0579  HISTORY     - 1934     GOOD             NGS
 HE0579
 HE0579                          STATION DESCRIPTION
 HE0579
 HE0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0579'AT QUINCY.
 HE0579'AT QUINCY, GREENWOOD COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 HE0579'FE RAILWAY, OPPOSITE THE NORTH END OF THE STATION, 49 FEET WEST
 HE0579'OF THE CENTERLINE OF THE MAIN TRACK, AND 1 FOOT EAST OF THE
 HE0579'RIGHT-OF-WAY FENCE.  AN IRON BOLT, SET IN THE TOP OF A CONCRETE
 HE0579'POST PROJECTING 6 INCHES ABOVE GROUND.
 HE0579'MARK WAS PREVIOUSLY DESIGNATED 942.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0080 ***********************************************************************
 KH0080  DESIGNATION -  QUINTER
 KH0080  PID         -  KH0080
 KH0080  STATE/COUNTY-  KS/GOVE
 KH0080  USGS QUAD   -  QUINTER (1979)
 KH0080
 KH0080                         *CURRENT SURVEY CONTROL
 KH0080  ___________________________________________________________________
 KH0080* NAD 83(1997)-  39 04 00.40586(N)    100 13 23.13517(W)     ADJUSTED  
 KH0080* NAVD 88     -       811.366  (meters)    2661.96   (feet)  ADJUSTED  
 KH0080  ___________________________________________________________________
 KH0080  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 KH0080  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 KH0080  DYNAMIC HT  -         810.743 (meters)    2659.91  (feet)  COMP
 KH0080  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 KH0080
 KH0080  HORZ ORDER  -  THIRD
 KH0080  VERT ORDER  -  FIRST     CLASS II
 KH0080
 KH0080.The horizontal coordinates were established by classical geodetic methods
 KH0080.and adjusted by the National Geodetic Survey in October 1998..
 KH0080
 KH0080.The orthometric height was determined by differential leveling
 KH0080.and adjusted by the National Geodetic Survey in June 1991..
 KH0080
 KH0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0080
 KH0080.The geoid height was determined by GEOID03.
 KH0080
 KH0080.The dynamic height is computed by dividing the NAVD 88
 KH0080.geopotential number by the normal gravity value computed on the
 KH0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0080.degrees latitude (g = 980.6199 gals.).
 KH0080
 KH0080.The modeled gravity was interpolated from observed gravity values.
 KH0080
 KH0080;                    North         East     Units Scale Factor Converg.
 KH0080;SPC KS N     -    83,781.872   207,629.233   MT  0.99996198   -1 24 23.7
 KH0080;UTM  14      - 4,324,899.034   394,188.179   MT  0.99973786   -0 46 15.2
 KH0080
 KH0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0080!SPC KS N     -   0.99987669  x   0.99996198  =   0.99983868
 KH0080!UTM  14      -   0.99987669  x   0.99973786  =   0.99961459
 KH0080
 KH0080:                Primary Azimuth Mark                     Grid Az
 KH0080:SPC KS N     -  COLLYER MUNICIPAL TANK                   109 42 43.4
 KH0080:UTM  14      -  COLLYER MUNICIPAL TANK                   109 04 34.9
 KH0080
 KH0080|---------------------------------------------------------------------|
 KH0080| PID    Reference Object                     Distance      Geod. Az  |
 KH0080|                                                           dddmmss.s |
 KH0080| KH0752 COLLYER MUNICIPAL TANK              APPROX. 9.6 KM 1081819.7 |
 KH0080| KH0078 QUINTER AZ MK                                      1165559.1 |
 KH0080| KH0079 QUINTER RM 1                         26.880 METERS 13411     |
 KH0080| KH0081 QUINTER RM 2                         12.208 METERS 21825     |
 KH0080| KH0756 QUINTER MUNICIPAL TANK              APPROX. 1.1 KM 2760949.9 |
 KH0080|---------------------------------------------------------------------|
 KH0080
 KH0080                          SUPERSEDED SURVEY CONTROL
 KH0080
 KH0080  NAD 83(1986)-  39 04 00.41059(N)    100 13 23.13612(W) AD(       ) 3
 KH0080  NAD 27      -  39 04 00.39200(N)    100 13 21.66200(W) AD(       ) 3
 KH0080  NGVD 29 (??/??/92)  811.050  (m)         2660.92   (f) ADJ UNCH    1 2
 KH0080
 KH0080.Superseded values are not recommended for survey control.
 KH0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0080.See file dsdata.txt to determine how the superseded data were derived.
 KH0080
 KH0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ9418824899(NAD 83)
 KH0080_MARKER: DS = TRIANGULATION STATION DISK
 KH0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0080_SP_SET: CONCRETE POST
 KH0080_STAMPING: QUINTER 1950
 KH0080_MARK LOGO: CGS   
 KH0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0080+STABILITY: SURFACE MOTION
 KH0080
 KH0080  HISTORY     - Date     Condition        Report By
 KH0080  HISTORY     - 1950     MONUMENTED       CGS
 KH0080  HISTORY     - 1952     GOOD             CGS
 KH0080  HISTORY     - 1952     GOOD             NGS
 KH0080  HISTORY     - 1977     GOOD             DOD
 KH0080  HISTORY     - 1986     GOOD             NGS
 KH0080  HISTORY     - 20060524 MARK NOT FOUND   GEOCAC
 KH0080
 KH0080                          STATION DESCRIPTION
 KH0080
 KH0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0080'THE STATION IS LOCATED 3/4 MILE EAST FROM QUINTER, 34 FEET WEST
 KH0080'FROM THE CENTER OF A GRAVELED ROAD, 4 FEET SOUTH OF A WITNESS
 KH0080'POST, AND IS SET DIRECTLY UNDER THE INTERSECTION OF A POWER LINE
 KH0080'AND TELEPHONE LINE.  IT IS STAMPED QUINTER 1950 AND IS SET
 KH0080'FLUSH WITH THE SURFACE OF THE GROUND.
 KH0080'
 KH0080'REFERENCE MARK NO. 1 IS SET AT A FENCE CORNER, 33 FEET EAST FROM
 KH0080'THE CENTER OF THE ROAD.  IT IS STAMPED QUINTER NO 1 1950 AND IS
 KH0080'SET FLUSH.
 KH0080'
 KH0080'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE.  IT
 KH0080'IS STAMPED QUINTER NO 2 1950 AND IS SET FLUSH.
 KH0080'
 KH0080'THE AZIMUTH MARK IS 32 FEET SOUTH FROM THE CENTER OF U.S. HIGHWAY
 KH0080'40, 1.5 FEET NORTHWEST OF A WITNESS POST, AND 1 FOOT WEST OF A
 KH0080'TELEPHONE POLE.  IT IS STAMPED QUINTER 1950 AND IS SET FLUSH WITH
 KH0080'THE GROUND.
 KH0080'
 KH0080'TO REACH THE STATION FROM THE DEPOT IN QUINTER, GO EAST ON U.S.
 KH0080'HIGHWAY 40 FOR 0.75 MILE TO A CROSSROAD, (CONTINUE 0.4 MILE
 KH0080'TO THE AZIMUTH MARK ON THE RIGHT) TURN LEFT (NORTH), CROSSING
 KH0080'RAILROAD TRACKS, AND GO 0.05 MILE TO THE STATION ON THE LEFT AS
 KH0080'DESCRIBED.
 KH0080
 KH0080                          STATION RECOVERY (1952)
 KH0080
 KH0080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 KH0080'0.7 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0080'RAILROAD STATION AT QUINTER, 90 FEET NORTH OF THE NORTH RAIL OF
 KH0080'THE UNION PACIFIC RAILROAD, 39 FEET NORTH OF A FENCE CORNER, 33
 KH0080'FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH,
 KH0080'13.2 FEET SOUTH OF A POWER POLE, 11.3 FEET EAST OF A TELEPHONE
 KH0080'POLE, 3.5 FEET SOUTH OF A WITNESS POST, A TRIANGULATION STATION
 KH0080'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 KH0080'GROUND, STAMPED QUINTER 1950.
 KH0080'
 KH0080'QUINTER R.M. 1 IS 88.0 FEET SOUTHEAST OF TRIANGULATION STATION
 KH0080'QUINTER 1950, 108 FEET NORTHWEST OF BENCH MARK P 300, 49.2 FEET
 KH0080'NORTH OF THE NORTH RAIL OF THE UNION PACIFIC RAILROAD, 32 FEET
 KH0080'EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 1.3
 KH0080'FEET NORTH OF A FENCE CORNER, A REFERENCE MARK DISK SET IN
 KH0080'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 KH0080'GROUND, STAMPED QUINYER NO 1 1950.
 KH0080'
 KH0080'QUINTER R.M. 2 IS 40.0 FEET SOUTHWEST OF TRIANGULATION STATION
 KH0080'QUINTER 1950, 54 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD
 KH0080'LEADING NORTH, 48.3 FEET NORTH OF THE NORTH RAIL OF THE UNION
 KH0080'PACIFIC RAILROAD, 21 FEET WEST OF A FENCE CORNER, 0.4 FOOT
 KH0080'NORTH OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A
 KH0080'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED
 KH0080'QUINTER NO 2 1950.
 KH0080'
 KH0080'QUINTER 1950 AZIMUTH IS 0.4 MILE EAST OF TRIANGULATION STATION
 KH0080'QUINTER 1950, 32 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40,
 KH0080'IN THE NORTH EDGE OF A FIELD, 1.2 FEET WEST OF A TELEPHONE
 KH0080'POLE, 1.4 FEET SOUTHWEST OF A WITNESS POST, AN AZIMUTH MARK DISK
 KH0080'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 KH0080'THE GROUND, STAMPED QUINTER 1950.
 KH0080
 KH0080                          STATION RECOVERY (1952)
 KH0080
 KH0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KH0080'0.7 MI E FROM QUINTER.
 KH0080'0.7 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0080'RAILROAD STATION AT QUINTER, 90 FEET NORTH OF THE NORTH RAIL OF
 KH0080'THE UNION PACIFIC RAILROAD, 39 FEET NORTH OF A FENCE CORNER,
 KH0080'33 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 KH0080'NORTH, 13.2 FEET SOUTH OF A POWER POLE, 11.3 FEET EAST OF A
 KH0080'TELEPHONE POLE, 3.5 FEET SOUTH OF A WITNESS POST, SET IN THE
 KH0080'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KH0080
 KH0080                          STATION RECOVERY (1977)
 KH0080
 KH0080'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 KH0080'RECOVERED IN GOOD CONDITION.
 KH0080
 KH0080                          STATION RECOVERY (1986)
 KH0080
 KH0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0080'RECOVERED IN GOOD CONDITION.
 KH0080
 KH0080                          STATION RECOVERY (2006)
 KH0080
 KH0080'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KH0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0078 ***********************************************************************
 KH0078  DESIGNATION -  QUINTER AZ MK
 KH0078  PID         -  KH0078
 KH0078  STATE/COUNTY-  KS/GOVE
 KH0078  USGS QUAD   -  QUINTER (1979)
 KH0078
 KH0078                         *CURRENT SURVEY CONTROL
 KH0078  ___________________________________________________________________
 KH0078* NAD 83(1986)-  39 03 53.     (N)    100 12 55.     (W)     SCALED    
 KH0078* NAVD 88     -       808.126  (meters)    2651.33   (feet)  ADJUSTED  
 KH0078  ___________________________________________________________________
 KH0078  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 KH0078  DYNAMIC HT  -         807.506 (meters)    2649.29  (feet)  COMP
 KH0078  MODELED GRAV-     979,832.9   (mgal)                       NAVD 88
 KH0078
 KH0078  VERT ORDER  -  FIRST     CLASS II
 KH0078
 KH0078.The horizontal coordinates were scaled from a topographic map and have
 KH0078.an estimated accuracy of +/- 6 seconds.
 KH0078
 KH0078.The orthometric height was determined by differential leveling
 KH0078.and adjusted by the National Geodetic Survey in June 1991..
 KH0078
 KH0078.The geoid height was determined by GEOID03.
 KH0078
 KH0078.The dynamic height is computed by dividing the NAVD 88
 KH0078.geopotential number by the normal gravity value computed on the
 KH0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0078.degrees latitude (g = 980.6199 gals.).
 KH0078
 KH0078.The modeled gravity was interpolated from observed gravity values.
 KH0078
 KH0078;                    North         East    Units  Estimated Accuracy
 KH0078;SPC KS N     -    83,540.      208,300.      MT  (+/- 180 meters Scaled)
 KH0078
 KH0078                          SUPERSEDED SURVEY CONTROL
 KH0078
 KH0078  NGVD 29 (??/??/92)  807.811  (m)         2650.29   (f) ADJ UNCH    1 2
 KH0078
 KH0078.Superseded values are not recommended for survey control.
 KH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0078.See file dsdata.txt to determine how the superseded data were derived.
 KH0078
 KH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ948246(NAD 83)
 KH0078_MARKER: DZ = AZIMUTH MARK DISK
 KH0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0078_SP_SET: CONCRETE POST
 KH0078_STAMPING: QUINTER 1950
 KH0078_MARK LOGO: CGS   
 KH0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0078+STABILITY: SURFACE MOTION
 KH0078
 KH0078  HISTORY     - Date     Condition        Report By
 KH0078  HISTORY     - 1950     MONUMENTED       CGS
 KH0078  HISTORY     - 1952     GOOD             NGS
 KH0078  HISTORY     - 1986     GOOD             NGS
 KH0078  HISTORY     - 20060524 POOR             GEOCAC
 KH0078
 KH0078                          STATION DESCRIPTION
 KH0078
 KH0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0078'1.1 MI E FROM QUINTER.
 KH0078'1.1 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0078'RAILROAD STATION AT QUINTER, 32 FEET SOUTH OF THE CENTER LINE OF
 KH0078'THE HIGHWAY, IN THE NORTH EDGE OF A FIELD, 1.2 FEET WEST OF A
 KH0078'TELEPHONE POLE, 1.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 KH0078'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 KH0078'0.4 MILE EAST OF TRIANGULATION STATION QUINTER 1950.
 KH0078
 KH0078                          STATION RECOVERY (1986)
 KH0078
 KH0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0078'RECOVERED IN GOOD CONDITION.
 KH0078
 KH0078                          STATION RECOVERY (2006)
 KH0078
 KH0078'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KH0078'FOUND ABOUT 0.41 MILES EAST-SOUTHEAST OF THE LOCATION FOR STATION
 KH0078'QUINTER.  THE MONUMENT IS TILTED ABOUT 10 DEGREES TO THE WEST.
 KH0078'HANDHELD COORDINATES ARE N39-03-50.82 W100-12-58.80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0756 ***********************************************************************
 KH0756  DESIGNATION -  QUINTER MUNICIPAL TANK
 KH0756  PID         -  KH0756
 KH0756  STATE/COUNTY-  KS/GOVE
 KH0756  USGS QUAD   -  QUINTER (1979)
 KH0756
 KH0756                         *CURRENT SURVEY CONTROL
 KH0756  ___________________________________________________________________
 KH0756* NAD 83(1997)-  39 04 04.12618(N)    100 14 07.35270(W)     ADJUSTED  
 KH0756* NAVD 88     -                                                        
 KH0756  ___________________________________________________________________
 KH0756  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 KH0756  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 KH0756
 KH0756  HORZ ORDER  -  THIRD
 KH0756
 KH0756.The horizontal coordinates were established by classical geodetic methods
 KH0756.and adjusted by the National Geodetic Survey in October 1998..
 KH0756
 KH0756
 KH0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0756
 KH0756.The geoid height was determined by GEOID03.
 KH0756
 KH0756;                    North         East     Units Scale Factor Converg.
 KH0756;SPC KS N     -    83,922.725   206,569.426   MT  0.99996192   -1 24 51.7
 KH0756;UTM  14      - 4,325,028.091   393,127.111   MT  0.99974064   -0 46 43.2
 KH0756
 KH0756                          SUPERSEDED SURVEY CONTROL
 KH0756
 KH0756  NAD 83(1986)-  39 04 04.13078(N)    100 14 07.35328(W) AD(       ) 4
 KH0756  NAD 27      -  39 04 04.11200(N)    100 14 05.87100(W) AD(       ) 3
 KH0756
 KH0756.Superseded values are not recommended for survey control.
 KH0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0756.See file dsdata.txt to determine how the superseded data were derived.
 KH0756
 KH0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ9312725028(NAD 83)
 KH0756_MARKER: 53 = ELEVATED TANK
 KH0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KH0756+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KH0756
 KH0756  HISTORY     - Date     Condition        Report By
 KH0756  HISTORY     - 1934     FIRST OBSERVED   CGS
 KH0756  HISTORY     - 1950     GOOD             CGS
 KH0756  HISTORY     - 20030712 GOOD             USPSQD
 KH0756
 KH0756                          STATION DESCRIPTION
 KH0756
 KH0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0756'POINT OBSERVED UPON IS FINIAL OF TOP OF MUNICIPAL WATER TANK
 KH0756'LOCATED IN THE NORTH PART OF QUINTER, BUILT IN 1925, APPROXIMATELY
 KH0756'100 FEET HIGH.
 KH0756'
 KH0756'OBSERVED UPON FROM INDIAN CREEK, BAKER, CASTEN, TED, BIG CREEK,
 KH0756'SAMPLE, AND BARGER.
 KH0756
 KH0756                          STATION RECOVERY (1950)
 KH0756
 KH0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0756'THE STATION IS LOCATED AT THE SOUTH END OF THE BUSINESS DISTRICT,
 KH0756'150 FEET WEST OF THE MAIN STREET.  IT IS A CONICAL SHAPED, SILVER
 KH0756'COLORED TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE WITH
 KH0756'AN OVERALL HEIGHT OF 125 FEET.  THE POINT OBSERVED WAS A BALL
 KH0756'AT THE APEX OF THE TANK.
 KH0756
 KH0756                          STATION RECOVERY (2003)
 KH0756
 KH0756'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KH0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0079 ***********************************************************************
 KH0079  DESIGNATION -  QUINTER RM 1
 KH0079  PID         -  KH0079
 KH0079  STATE/COUNTY-  KS/GOVE
 KH0079  USGS QUAD   -  QUINTER (1979)
 KH0079
 KH0079                         *CURRENT SURVEY CONTROL
 KH0079  ___________________________________________________________________
 KH0079* NAD 83(1986)-  39 04 00.     (N)    100 13 22.     (W)     SCALED    
 KH0079* NAVD 88     -       811.248  (meters)    2661.57   (feet)  ADJUSTED  
 KH0079  ___________________________________________________________________
 KH0079  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 KH0079  DYNAMIC HT  -         810.625 (meters)    2659.53  (feet)  COMP
 KH0079  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 KH0079
 KH0079  VERT ORDER  -  FIRST     CLASS II
 KH0079
 KH0079.The horizontal coordinates were scaled from a topographic map and have
 KH0079.an estimated accuracy of +/- 6 seconds.
 KH0079
 KH0079.The orthometric height was determined by differential leveling
 KH0079.and adjusted by the National Geodetic Survey in June 1991..
 KH0079
 KH0079.The geoid height was determined by GEOID03.
 KH0079
 KH0079.The dynamic height is computed by dividing the NAVD 88
 KH0079.geopotential number by the normal gravity value computed on the
 KH0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0079.degrees latitude (g = 980.6199 gals.).
 KH0079
 KH0079.The modeled gravity was interpolated from observed gravity values.
 KH0079
 KH0079;                    North         East    Units  Estimated Accuracy
 KH0079;SPC KS N     -    83,770.      207,660.      MT  (+/- 180 meters Scaled)
 KH0079
 KH0079                          SUPERSEDED SURVEY CONTROL
 KH0079
 KH0079  NGVD 29 (??/??/92)  810.932  (m)         2660.53   (f) ADJ UNCH    1 2
 KH0079
 KH0079.Superseded values are not recommended for survey control.
 KH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0079.See file dsdata.txt to determine how the superseded data were derived.
 KH0079
 KH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ942248(NAD 83)
 KH0079_MARKER: DR = REFERENCE MARK DISK
 KH0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0079_SP_SET: CONCRETE POST
 KH0079_STAMPING: QUINTER NO 1 1950
 KH0079_MARK LOGO: CGS   
 KH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0079+STABILITY: SURFACE MOTION
 KH0079
 KH0079  HISTORY     - Date     Condition        Report By
 KH0079  HISTORY     - 1950     MONUMENTED       CGS
 KH0079  HISTORY     - 1952     GOOD             NGS
 KH0079  HISTORY     - 1986     GOOD             NGS
 KH0079  HISTORY     - 20060524 MARK NOT FOUND   GEOCAC
 KH0079
 KH0079                          STATION DESCRIPTION
 KH0079
 KH0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0079'0.7 MI E FROM QUINTER.
 KH0079'0.7 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0079'RAILROAD STATION AT QUINTER, 88.0 FEET SOUTHEAST OF TRIANGULATION
 KH0079'STATION QUINTER 1950, 108 FEET NORTHWEST OF BENCH MARK P 300,
 KH0079'49.2 FEET NORTH OF THE NORTH RAIL OF THE UNION PACIFIC RAILROAD,
 KH0079'32 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH,
 KH0079'1.3 FEET NORTH OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE
 KH0079'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 KH0079
 KH0079                          STATION RECOVERY (1986)
 KH0079
 KH0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0079'RECOVERED IN GOOD CONDITION.
 KH0079
 KH0079                          STATION RECOVERY (2006)
 KH0079
 KH0079'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KH0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0081 ***********************************************************************
 KH0081  DESIGNATION -  QUINTER RM 2
 KH0081  PID         -  KH0081
 KH0081  STATE/COUNTY-  KS/GOVE
 KH0081  USGS QUAD   -  QUINTER (1979)
 KH0081
 KH0081                         *CURRENT SURVEY CONTROL
 KH0081  ___________________________________________________________________
 KH0081* NAD 83(1986)-  39 04 00.     (N)    100 13 22.     (W)     SCALED    
 KH0081* NAVD 88     -       811.710  (meters)    2663.09   (feet)  ADJUSTED  
 KH0081  ___________________________________________________________________
 KH0081  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 KH0081  DYNAMIC HT  -         811.087 (meters)    2661.04  (feet)  COMP
 KH0081  MODELED GRAV-     979,832.6   (mgal)                       NAVD 88
 KH0081
 KH0081  VERT ORDER  -  FIRST     CLASS II
 KH0081
 KH0081.The horizontal coordinates were scaled from a topographic map and have
 KH0081.an estimated accuracy of +/- 6 seconds.
 KH0081
 KH0081.The orthometric height was determined by differential leveling
 KH0081.and adjusted by the National Geodetic Survey in June 1991..
 KH0081
 KH0081.The geoid height was determined by GEOID03.
 KH0081
 KH0081.The dynamic height is computed by dividing the NAVD 88
 KH0081.geopotential number by the normal gravity value computed on the
 KH0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0081.degrees latitude (g = 980.6199 gals.).
 KH0081
 KH0081.The modeled gravity was interpolated from observed gravity values.
 KH0081
 KH0081;                    North         East    Units  Estimated Accuracy
 KH0081;SPC KS N     -    83,770.      207,660.      MT  (+/- 180 meters Scaled)
 KH0081
 KH0081                          SUPERSEDED SURVEY CONTROL
 KH0081
 KH0081  NGVD 29 (??/??/92)  811.394  (m)         2662.05   (f) ADJ UNCH    1 2
 KH0081
 KH0081.Superseded values are not recommended for survey control.
 KH0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0081.See file dsdata.txt to determine how the superseded data were derived.
 KH0081
 KH0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ942248(NAD 83)
 KH0081_MARKER: DR = REFERENCE MARK DISK
 KH0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0081_SP_SET: CONCRETE POST
 KH0081_STAMPING: QUINTER NO 2 1950
 KH0081_MARK LOGO: CGS   
 KH0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0081+STABILITY: SURFACE MOTION
 KH0081
 KH0081  HISTORY     - Date     Condition        Report By
 KH0081  HISTORY     - 1950     MONUMENTED       CGS
 KH0081  HISTORY     - 1952     GOOD             NGS
 KH0081  HISTORY     - 1986     GOOD             NGS
 KH0081  HISTORY     - 20060524 MARK NOT FOUND   GEOCAC
 KH0081
 KH0081                          STATION DESCRIPTION
 KH0081
 KH0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KH0081'0.7 MI E FROM QUINTER.
 KH0081'0.7 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0081'RAILROAD STATION AT QUINTER, 54 FEET WEST OF THE CENTER LINE
 KH0081'OF A GRAVELED ROAD LEADING NORTH, 40.0 FEET SOUTHWEST OF
 KH0081'TRIANGULATION STATION QUINTER 1950, 48.3 FEET NORTH OF THE NORTH
 KH0081'RAIL OF THE UNION PACIFIC RAILROAD, 21 FEET WEST OF A FENCE
 KH0081'CORNER, 0.4 FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 KH0081'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 KH0081
 KH0081                          STATION RECOVERY (1986)
 KH0081
 KH0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0081'RECOVERED IN GOOD CONDITION.
 KH0081
 KH0081                          STATION RECOVERY (2006)
 KH0081
 KH0081'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KH0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH1024 ***********************************************************************
 HH1024  DESIGNATION -  QUIVERA RESET
 HH1024  PID         -  HH1024
 HH1024  STATE/COUNTY-  KS/FINNEY
 HH1024  USGS QUAD   -  GARDEN CITY SW (1974)
 HH1024
 HH1024                         *CURRENT SURVEY CONTROL
 HH1024  ___________________________________________________________________
 HH1024* NAD 83(1997)-  37 45 51.73716(N)    100 56 38.89514(W)     ADJUSTED  
 HH1024* NAVD 88     -       911.2    (meters)    2989.     (feet)  VERTCON   
 HH1024  ___________________________________________________________________
 HH1024  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 HH1024  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 HH1024
 HH1024  HORZ ORDER  -  FIRST
 HH1024
 HH1024.The horizontal coordinates were established by classical geodetic methods
 HH1024.and adjusted by the National Geodetic Survey in October 1998..
 HH1024
 HH1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH1024
 HH1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH1024
 HH1024.The geoid height was determined by GEOID03.
 HH1024
 HH1024;                    North         East     Units Scale Factor Converg.
 HH1024;SPC KS S     -   524,650.708   184,678.024   MT  0.99993948   -1 30 07.2
 HH1024;UTM  14      - 4,181,451.689   328,756.928   MT  0.99996119   -1 11 27.3
 HH1024
 HH1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH1024!SPC KS S     -   0.99986108  x   0.99993948  =   0.99980057
 HH1024!UTM  14      -   0.99986108  x   0.99996119  =   0.99982227
 HH1024
 HH1024:                Primary Azimuth Mark                     Grid Az
 HH1024:SPC KS S     -  GARDEN CITY MUN STANDPIPE                015 48 56.4
 HH1024:UTM  14      -  GARDEN CITY MUN STANDPIPE                015 30 16.5
 HH1024
 HH1024|---------------------------------------------------------------------|
 HH1024| PID    Reference Object                     Distance      Geod. Az  |
 HH1024|                                                           dddmmss.s |
 HH1024| HH1030 GARDEN CITY MUN STANDPIPE           APPROX.22.9 KM 0141849.2 |
 HH1024| AI1638 QUIVERA RM 1                         26.652 METERS 03941     |
 HH1024| AI1641 QUIVERA AZ MK                                      0723833.9 |
 HH1024| HH1022 GARDEN CITY TV STA KGLD MAST        APPROX. 6.8 KM 0762921.3 |
 HH1024| AI1639 QUIVERA RM 2                         28.883 METERS 14421     |
 HH1024| AI1640 QUIVERA RM 3                         28.188 METERS 14616     |
 HH1024|---------------------------------------------------------------------|
 HH1024
 HH1024                          SUPERSEDED SURVEY CONTROL
 HH1024
 HH1024  NAD 83(1997)-  37 45 51.74276(N)    100 56 38.89184(W) AD(       ) 1
 HH1024  NAD 83(1986)-  37 45 51.74183(N)    100 56 38.89349(W) AD(       ) 1
 HH1024  NAD 27      -  37 45 51.65495(N)    100 56 37.29010(W) AD(       ) 1
 HH1024  NGVD 29 (07/19/86)  910.8    (m)         2988.     (f) VERT ANG       
 HH1024
 HH1024.Superseded values are not recommended for survey control.
 HH1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH1024.See file dsdata.txt to determine how the superseded data were derived.
 HH1024
 HH1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2875781452(NAD 83)
 HH1024_MARKER: DS = TRIANGULATION STATION DISK
 HH1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH1024_STAMPING: QUIVERA 1933
 HH1024_MARK LOGO: CGS   
 HH1024_PROJECTION: RECESSED 36 CENTIMETERS
 HH1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HH1024+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2002
 HH1024
 HH1024  HISTORY     - Date     Condition        Report By
 HH1024  HISTORY     - 1960     MONUMENTED       CGS
 HH1024  HISTORY     - 1984     SEE DESCRIPTION  MOBIL
 HH1024  HISTORY     - 19840621 GOOD             NGS
 HH1024  HISTORY     - 20020430 GOOD             INDIV
 HH1024
 HH1024                          STATION DESCRIPTION
 HH1024
 HH1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR)
 HH1024'STATION SITE WAS FOUND BY THE OLD DESCRIPTION WHICH WAS ADEQUATE.
 HH1024'THE SURFACE STATION MARK WAS GONE, THE AZIMUTH MARK WAS DESTROYED,
 HH1024'REFERENCE MARK NO. 2 WAS UPROOTED, AND REFERENCE MARK NO. 1 WAS
 HH1024'LEANING TO THE NORTH.  THE UNDERGROUND STATION MARK WAS LOCATED
 HH1024'AFTER 2 HOURS OF PRODDING.  THE UNDERGROUND STATION MARK WAS
 HH1024'LOWERED AND A SUB-SURFACE STATION MARK WAS ESTABLISHED.
 HH1024'REFERENCE MARK NO. 1 WAS STRAIGHTENED AND REFERENCE MARK NO. 3
 HH1024'WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 HH1024'
 HH1024'STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHWEST OF GARDEN
 HH1024'CITY, 4 MILES WEST OF U.S. HIGHWAY 83, AND 2 MILES NORTH OF
 HH1024'THE FINNEY-HASKELL COUNTY LINE ON A LOW HILL IN THE NORTHEAST
 HH1024'QUARTER OF SEC. 29, T 26 S., R 33 W. ON LAND OWNED AND OCCUPIED
 HH1024'BY THE BOLAND BROTHERS WHO LIVE ABOUT 1 MILE WEST-SOUTHWEST OF
 HH1024'THE STATION.  THE STATION MARK IS 540 FEET SOUTH OF THE CENTER
 HH1024'OF THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD AND A GRADED
 HH1024'ROCK ROAD LEADING SOUTH, 200 FEET NORTH-NORTHWEST OF A
 HH1024'TELEPHONE POLE, 166 FEET SOUTH-SOUTHWEST OF ANOTHER
 HH1024'TELEPHONE POLE, 25 FEET WEST OF THE CENTER OF A GRADED ROCK
 HH1024'ROAD, AND 15 FEET WEST OF THE WEST EDGE OF GRADED
 HH1024'SHOULDER.  THE MARK IS 12 INCHES BELOW THE SURFACE OF THE
 HH1024'GROUND AND THE DISK IS STAMPED QUIVERA 1933.
 HH1024'
 HH1024'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND
 HH1024'83 IN GARDEN CITY, GO SOUTH ON U.S. HIGHWAY 83 FOR 11.0 MILES
 HH1024'TO THE PLYMELL BRICK SCHOOL AND CHURCH AT CROSSROADS.  CONTINUE
 HH1024'SOUTH ON U.S. HIGHWAY 83 FOR 3.0 MILES TO CROSSROADS.  TURN
 HH1024'RIGHT AND GO WEST ON A GRAVEL AND GRADED ROAD FOR 4.0 MILES TO
 HH1024'A GRADED ROAD SOUTH JUST WEST OF A SLIGHT RISE.  TURN LEFT AND
 HH1024'GO SOUTH ON GRADED ROAD FOR 0.1 MILE TO THE STATION ON THE
 HH1024'RIGHT.
 HH1024'
 HH1024'REFERENCE MARK NO. 1 IS 87.44 FEET NORTHEAST OF THE STATION, 92
 HH1024'FEET SOUTH OF A TELEPHONE POLE, 30 FEET EAST OF THE CENTER OF
 HH1024'A GRADED ROCK ROAD, AND 1 FOOT SOUTH OF A WITNESS POST.  THE
 HH1024'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED QUIVERA NO 1 1933.
 HH1024'
 HH1024'REFERENCE MARK NO. 3 IS 92.48 FEET SOUTHEAST OF THE STATION,
 HH1024'116.5 FEET NORTH OF TELEPHONE POLE, 26 FEET EAST OF THE CENTER OF
 HH1024'GRADED ROCK ROAD, AND 1 FOOT NORTH OF A WITNESS POST.  THE MARK
 HH1024'PROJECTS 6 INCHES AND THE DISK IS STAMPED QUIVERA NO 3 1933.
 HH1024'
 HH1024'AZIMUTH MARK WAS DESTROYED WHEN THE EAST-WEST ROAD WAS GRADED
 HH1024'A NUMBER OF YEARS AGO ACCORDING TO MR. A.G. WARREN WHO LIVES
 HH1024'ABOUT 1 AND 1/4 MILES EAST OF THE STATION.
 HH1024'
 HH1024'NOTE--THE DIRECTION TO R.M. NO. 2 IN THE ORIGINAL DESCRIPTION
 HH1024'WAS PROBABLY IN ERROR BY 100 DEGREES.
 HH1024
 HH1024                          STATION RECOVERY (1984)
 HH1024
 HH1024'RECOVERY NOTE BY MOBIL OIL CORPORATION 1984 (ME)
 HH1024'RECOVERED AS DESCRIBED.
 HH1024
 HH1024                          STATION RECOVERY (1984)
 HH1024
 HH1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HH1024'THE RECESSED STATION MARK AND THE GARDEN CITY TV STA KGLD MAST WERE
 HH1024'RECOVERED IN GOOD CONDITION.  THE MAST NOW SERVES KSNG, CHANNEL 11.
 HH1024'REFERENCE MARKS 1 AND 3 WERE BOTH FOUND DESTROYED, THE TOPS OF THE
 HH1024'MARKS BEING BROKEN OFF.  DUE TO LIMITED LOCATIONS FOR REFERENCE MARKS
 HH1024'DUE TO NO ROAD DITCH AND FARMING TO THE EDGE OF THE ROAD, THE NEW
 HH1024'REFERENCE MARKS 4 AND 5 WERE CEMENTED INTO DRILLED HOLES IN THE OLD
 HH1024'MONUMENTS FOR REFERENCE MARKS 1 AND 3 RESPECTIVELY.  NO ATTEMPT WAS
 HH1024'MADE TO SET THEM AT THE EXACT ANGLES AND DISTANCES OF THE OLD MARKS.
 HH1024'SINCE A MONUMENTED AZIMUTH MARK HAS NOT EXISTED FOR SOME YEARS, AN
 HH1024'AZIMUTH MARK 2 WAS ALSO ESTABLISHED.  UNDERGROUND MARK WAS NOT VIEWED.
 HH1024'A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 24.1 KM
 HH1024'(14.95 MI) SOUTH-SOUTHWEST OF GARDEN CITY, 6.4 KM (3.95 MI) WEST OF
 HH1024'U.S HIGHWAY 83, 8.0 KM (4.95 MI) SOUTHWEST OF THE PIERCEVILLE-PLYMELL
 HH1024'SCHOOL, 3.2 KM (2.00 MI) NORTH OF FINNEY/HASKELL COUNTY LINE, IN THE
 HH1024'NE 1/4, SEC 29, T 26 S, R 33 W AND ON PROPERTY OWNED BY HERBERT
 HH1024'BOLAND, SOUTH STAR ROUTE, GARDEN CITY, KS 67846. THE LAND IS FARMED BY
 HH1024'TIM STONE, SOUTH STAR ROUTE, GARDEN CITY, KS 67846.  TO REACH THE
 HH1024'STATION FROM THE JUNCTION OF U.S HIGHWAYS 83 AND 50, IN GARDEN CITY,
 HH1024'GO SOUTH ON U.S HIGHWAY 83 FOR 18.51 KM (11.50 MI) TO THE
 HH1024'PIERCEVILLE-PLYMELL SCHOOL ON THE RIGHT.  CONTINUE SOUTH ON THE
 HH1024'HIGHWAY FOR 4.83 KM (3.00 MI) TO A GRADED CROSSROAD, TURN RIGHT AND GO
 HH1024'WEST ON THE GRADED ROAD FOR 6.44 KM (4.00 MI) TO A CROSSROAD.  TURN
 HH1024'LEFT AND GO SOUTH FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 HH1024'THE STATION  IS A STANDARD CGS DISK STAMPED---QUIVERA 1933---, SET
 HH1024'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 14 INCHES (36 CM) IN
 HH1024'DIAMETER, RECESSED 14 INCHES (36 CM) BELOW THE GROUND.  THE STATION IS
 HH1024'LOCATED 164.6 METERS (540.0 FT) SOUTH FROM A ROAD INTERSECTION, 9.3
 HH1024'METERS (30.5 FT) WEST FROM THE CENTERLINE OF THE ROAD.  REFERENCE MARK
 HH1024'NO 4 IS A STANDARD NGS DISK STAMPED--QUIVERA 1933 NO 4 1984---, SET
 HH1024'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 HH1024'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 7.9 METERS (25.9
 HH1024'FT) EAST FROM THE CENTERLINE OF THE ROAD, 0.3 METERS (1.0 FT) SOUTH
 HH1024'FROM A WITNESS POST, AND 0.9 METERS (3.0 FT) HIGHER THAN THE STATION.
 HH1024'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED---QUIVERA 1933 NO 5
 HH1024'1984---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
 HH1024'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 7.0 METERS
 HH1024'(23.0 FT) EAST FROM THE CENTERLINE OF THE ROAD, 0.3 METERS (1.0 FT)
 HH1024'SOUTH FROM A WITNESS POST, AND 0.9 METERS (3.0 FT) HIGHER THAN THE
 HH1024'STATION.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED---QUIVERA
 HH1024'1933 NO 2 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 HH1024'INCHES (30 CM) IN DIAMETER, PROJECTING 4 INCHES (10 CM) ABOVE THE
 HH1024'GROUND.  THE STATION IS LOCATED 7.6 METERS (24.9 FT) SOUTH FROM THE
 HH1024'CENTERLINE OF THE ROAD, 2.32 METERS (7.61 FT) NORTH FROM A FENCE
 HH1024'CORNER, 0.61 METERS (2.00 FT) WEST FROM A WITNESS POST.
 HH1024
 HH1024                          STATION RECOVERY (2002)
 HH1024
 HH1024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SCH)
 HH1024'NO SEARCH MADE FOR REFERENCE MARKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0070 ***********************************************************************
 KF0070  DESIGNATION -  R
 KF0070  PID         -  KF0070
 KF0070  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0070  USGS QUAD   -  ST MARYS (1978)
 KF0070
 KF0070                         *CURRENT SURVEY CONTROL
 KF0070  ___________________________________________________________________
 KF0070* NAD 83(1986)-  39 11 32.     (N)    096 03 33.     (W)     SCALED    
 KF0070* NAVD 88     -       294.370  (meters)     965.78   (feet)  ADJUSTED  
 KF0070  ___________________________________________________________________
 KF0070  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 KF0070  DYNAMIC HT  -         294.180 (meters)     965.16  (feet)  COMP
 KF0070  MODELED GRAV-     979,976.4   (mgal)                       NAVD 88
 KF0070
 KF0070  VERT ORDER  -  FIRST     CLASS II
 KF0070
 KF0070.The horizontal coordinates were scaled from a topographic map and have
 KF0070.an estimated accuracy of +/- 6 seconds.
 KF0070
 KF0070.The orthometric height was determined by differential leveling
 KF0070.and adjusted by the National Geodetic Survey in June 1991..
 KF0070
 KF0070.The geoid height was determined by GEOID03.
 KF0070
 KF0070.The dynamic height is computed by dividing the NAVD 88
 KF0070.geopotential number by the normal gravity value computed on the
 KF0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0070.degrees latitude (g = 980.6199 gals.).
 KF0070
 KF0070.The modeled gravity was interpolated from observed gravity values.
 KF0070
 KF0070;                    North         East    Units  Estimated Accuracy
 KF0070;SPC KS N     -    97,140.      567,650.      MT  (+/- 180 meters Scaled)
 KF0070
 KF0070                          SUPERSEDED SURVEY CONTROL
 KF0070
 KF0070  NGVD 29 (??/??/92)  294.279  (m)          965.48   (f) ADJ UNCH    1 2
 KF0070
 KF0070.Superseded values are not recommended for survey control.
 KF0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0070.See file dsdata.txt to determine how the superseded data were derived.
 KF0070
 KF0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ539422(NAD 83)
 KF0070_MARKER: X = CHISELED CROSS
 KF0070_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KF0070_SP_SET: FOUNDATION WALL
 KF0070_MARK LOGO: NONE  
 KF0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0070+STABILITY: SURFACE MOTION
 KF0070
 KF0070  HISTORY     - Date     Condition        Report By
 KF0070  HISTORY     - UNK      MONUMENTED       CGS
 KF0070  HISTORY     - 1965     GOOD             NGS
 KF0070  HISTORY     - 1986     GOOD             NGS
 KF0070
 KF0070                          STATION DESCRIPTION
 KF0070
 KF0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0070'AT ST MARYS.
 KF0070'AT ST. MARYS, AT THE ST. MARYS COLLEGE, ON THE WEST SIDE OF
 KF0070'THE BRICK INFIRMARY, MIDWAY BETWEEN THE SECOND AND THIRD WINDOWS
 KF0070'NORTH OF THE SOUTHWEST CORNER, AND 3 FEET ABOVE THE GROUND, ON
 KF0070'THE FACE OF THE THIRD COPING STONE.  A CHISELED CROSS SURROUNDED
 KF0070'BY LETTERS USBM.
 KF0070
 KF0070                          STATION RECOVERY (1986)
 KF0070
 KF0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0227 ***********************************************************************
 JG0227  DESIGNATION -  R 1
 JG0227  PID         -  JG0227
 JG0227  STATE/COUNTY-  KS/RUSSELL
 JG0227  USGS QUAD   -  DORRANCE NW (1967)
 JG0227
 JG0227                         *CURRENT SURVEY CONTROL
 JG0227  ___________________________________________________________________
 JG0227* NAD 83(1986)-  38 52 31.     (N)    098 42 21.     (W)     SCALED    
 JG0227* NAVD 88     -       568.890  (meters)    1866.43   (feet)  ADJUSTED  
 JG0227  ___________________________________________________________________
 JG0227  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 JG0227  DYNAMIC HT  -         568.489 (meters)    1865.12  (feet)  COMP
 JG0227  MODELED GRAV-     979,904.6   (mgal)                       NAVD 88
 JG0227
 JG0227  VERT ORDER  -  FIRST     CLASS II
 JG0227
 JG0227.The horizontal coordinates were scaled from a topographic map and have
 JG0227.an estimated accuracy of +/- 6 seconds.
 JG0227
 JG0227.The orthometric height was determined by differential leveling
 JG0227.and adjusted by the National Geodetic Survey in June 1991..
 JG0227
 JG0227.The geoid height was determined by GEOID03.
 JG0227
 JG0227.The dynamic height is computed by dividing the NAVD 88
 JG0227.geopotential number by the normal gravity value computed on the
 JG0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0227.degrees latitude (g = 980.6199 gals.).
 JG0227
 JG0227.The modeled gravity was interpolated from observed gravity values.
 JG0227
 JG0227;                    North         East    Units  Estimated Accuracy
 JG0227;SPC KS N     -    60,400.      338,750.      MT  (+/- 180 meters Scaled)
 JG0227
 JG0227                          SUPERSEDED SURVEY CONTROL
 JG0227
 JG0227  NGVD 29 (??/??/92)  568.686  (m)         1865.76   (f) ADJ UNCH    1 2
 JG0227
 JG0227.Superseded values are not recommended for survey control.
 JG0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0227.See file dsdata.txt to determine how the superseded data were derived.
 JG0227
 JG0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ255029(NAD 83)
 JG0227_MARKER: X = CHISELED CROSS
 JG0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0227_SP_SET: WALL
 JG0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0227
 JG0227  HISTORY     - Date     Condition        Report By
 JG0227  HISTORY     - UNK      MONUMENTED       CGS
 JG0227  HISTORY     - 1953     GOOD             NGS
 JG0227
 JG0227                          STATION DESCRIPTION
 JG0227
 JG0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0227'AT BUNKER HILL.
 JG0227'AT BUNKER HILL, 86 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE
 JG0227'UNION PACIFIC RAILROAD STATION, AT A VACANT STONE BUILDING,
 JG0227'1.7 FEET ABOVE THE SIDEWALK, 1.2 FEET NORTH OF THE NORTH EDGE OF
 JG0227'A WINDOW CASING, IN THE 3RD COURSE OF STONE ABOVE THE SIDEWALK,
 JG0227'IN THE 2ND STONE SOUTH OF THE NORTHEAST CORNER OF THE BUILDING,
 JG0227'A CHISELED CROSS IN THE EAST WALL OF THE BUILDING, SURROUNDED BY
 JG0227'THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0215 ***********************************************************************
 HF0215  DESIGNATION -  R 10
 HF0215  PID         -  HF0215
 HF0215  STATE/COUNTY-  KS/COWLEY
 HF0215  USGS QUAD   -  SILVERDALE (1965)
 HF0215
 HF0215                         *CURRENT SURVEY CONTROL
 HF0215  ___________________________________________________________________
 HF0215* NAD 83(1986)-  37 02 02.     (N)    096 54 05.     (W)     SCALED    
 HF0215* NAVD 88     -       331.711  (meters)    1088.29   (feet)  ADJUSTED  
 HF0215  ___________________________________________________________________
 HF0215  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 HF0215  DYNAMIC HT  -         331.433 (meters)    1087.38  (feet)  COMP
 HF0215  MODELED GRAV-     979,782.2   (mgal)                       NAVD 88
 HF0215
 HF0215  VERT ORDER  -  SECOND    CLASS 0
 HF0215
 HF0215.The horizontal coordinates were scaled from a topographic map and have
 HF0215.an estimated accuracy of +/- 6 seconds.
 HF0215
 HF0215.The orthometric height was determined by differential leveling
 HF0215.and adjusted by the National Geodetic Survey in June 1991..
 HF0215
 HF0215.The geoid height was determined by GEOID03.
 HF0215
 HF0215.The dynamic height is computed by dividing the NAVD 88
 HF0215.geopotential number by the normal gravity value computed on the
 HF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0215.degrees latitude (g = 980.6199 gals.).
 HF0215
 HF0215.The modeled gravity was interpolated from observed gravity values.
 HF0215
 HF0215;                    North         East    Units  Estimated Accuracy
 HF0215;SPC KS S     -   441,980.      542,230.      MT  (+/- 180 meters Scaled)
 HF0215
 HF0215                          SUPERSEDED SURVEY CONTROL
 HF0215
 HF0215  NGVD 29 (??/??/92)  331.587  (m)         1087.88   (f) ADJ UNCH    2 0
 HF0215
 HF0215.Superseded values are not recommended for survey control.
 HF0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0215.See file dsdata.txt to determine how the superseded data were derived.
 HF0215
 HF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG866006(NAD 83)
 HF0215_MARKER: DB = BENCH MARK DISK
 HF0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0215_SP_SET: ABUTMENT
 HF0215_STAMPING: R 10 1934
 HF0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0215
 HF0215  HISTORY     - Date     Condition        Report By
 HF0215  HISTORY     - 1934     MONUMENTED       CGS
 HF0215  HISTORY     - 1943     GOOD             LOCSUR
 HF0215
 HF0215                          STATION DESCRIPTION
 HF0215
 HF0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0215'0.6 MI SE FROM SILVERDALE.
 HF0215'0.6 MILE SOUTHEAST ALONG THE MIDLAND VALLEY RAILROAD FROM THE
 HF0215'STATION AT SILVERDALE, COWLEY COUNTY, 285 FEET NORTH OF MILEPOST
 HF0215'253, 40 FEET NORTHEAST OF THE NORTHEAST CORNER OF A WATER TANK,
 HF0215'AT TRESTLE 2531, IN THE TOP OF THE EAST STONE WING WALL OF THE
 HF0215'SOUTH STONE ABUTMENT, AND 12.4 FEET EAST OF THE CENTER LINE OF
 HF0215'THE TRACK.  A STANDARD DISK, STAMPED R 10 1934.
 HF0215
 HF0215                          STATION RECOVERY (1943)
 HF0215
 HF0215'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 HF0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0542 ***********************************************************************
 KH0542  DESIGNATION -  R 100
 KH0542  PID         -  KH0542
 KH0542  STATE/COUNTY-  KS/SHERMAN
 KH0542  USGS QUAD   -  BIRD CITY SOUTH SW (1981)
 KH0542
 KH0542                         *CURRENT SURVEY CONTROL
 KH0542  ___________________________________________________________________
 KH0542* NAD 83(1997)-  39 31 30.94085(N)    101 42 25.25253(W)     ADJUSTED  
 KH0542* NAVD 88     -      1104.756  (meters)    3624.52   (feet)  ADJUSTED  
 KH0542  ___________________________________________________________________
 KH0542  X           -    -999,775.493 (meters)                     COMP
 KH0542  Y           -  -4,824,758.542 (meters)                     COMP
 KH0542  Z           -   4,038,155.363 (meters)                     COMP
 KH0542  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 KH0542  ELLIP HEIGHT-        1081.21  (meters)          (08/16/04) GPS OBS
 KH0542  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KH0542  DYNAMIC HT  -        1103.858 (meters)    3621.57  (feet)  COMP
 KH0542  MODELED GRAV-     979,775.6   (mgal)                       NAVD 88
 KH0542
 KH0542  HORZ ORDER  -  FIRST
 KH0542  VERT ORDER  -  SECOND    CLASS 0
 KH0542  ELLP ORDER  -  FOURTH    CLASS II
 KH0542
 KH0542.The horizontal coordinates were established by GPS observations
 KH0542.and adjusted by the National Geodetic Survey in December 1997..
 KH0542.No horizontal observational check was made to the station.
 KH0542
 KH0542.The orthometric height was determined by differential leveling
 KH0542.and adjusted by the National Geodetic Survey in June 1991..
 KH0542
 KH0542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KH0542
 KH0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0542
 KH0542.The ellipsoidal height was determined by GPS observations
 KH0542.and is referenced to NAD 83.
 KH0542
 KH0542.The geoid height was determined by GEOID03.
 KH0542
 KH0542.The dynamic height is computed by dividing the NAVD 88
 KH0542.geopotential number by the normal gravity value computed on the
 KH0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0542.degrees latitude (g = 980.6199 gals.).
 KH0542
 KH0542.The modeled gravity was interpolated from observed gravity values.
 KH0542
 KH0542;                    North         East     Units Scale Factor Converg.
 KH0542;SPC KS N     -   138,842.455    81,361.570   MT  0.99996830   -2 20 43.7
 KH0542;UTM  14      - 4,378,567.613   267,321.206   MT  1.00026661   -1 43 24.8
 KH0542
 KH0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0542!SPC KS N     -   0.99983040  x   0.99996830  =   0.99979871
 KH0542!UTM  14      -   0.99983040  x   1.00026661  =   1.00009697
 KH0542
 KH0542                          SUPERSEDED SURVEY CONTROL
 KH0542
 KH0542  ELLIP H (12/22/97) 1081.22   (m)                       GP(       ) 4 1
 KH0542  NAVD 88 (12/22/97) 1104.76   (m)         3624.5    (f) LEVELING    3  
 KH0542  NGVD 29 (??/??/92) 1104.314  (m)         3623.07   (f) ADJ UNCH    2 0
 KH0542
 KH0542.Superseded values are not recommended for survey control.
 KH0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0542.See file dsdata.txt to determine how the superseded data were derived.
 KH0542
 KH0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ6732178568(NAD 83)
 KH0542_MARKER: DB = BENCH MARK DISK
 KH0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0542_STAMPING: R 100 1935
 KH0542_MARK LOGO: CGS   
 KH0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 KH0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0542+STABILITY: SURFACE MOTION
 KH0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KH0542+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1997
 KH0542
 KH0542  HISTORY     - Date     Condition        Report By
 KH0542  HISTORY     - 1935     MONUMENTED       CGS
 KH0542  HISTORY     - 19970318 GOOD             NGS
 KH0542
 KH0542                          STATION DESCRIPTION
 KH0542
 KH0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0542'12.3 MI N FROM GOODLAND.
 KH0542'12.3 MI. N. OF COURT HOUSE ALONG STATE HWY. 27 ABOUT 160 FT.
 KH0542'S.W. OF A WINDMILL, 32 FT. N. OF THE CENTER LINE OF AN E-W CROSS
 KH0542'ROAD, AND 50 FT. E. OF THE CENTER LINE OF THE HWY.
 KH0542
 KH0542                          STATION RECOVERY (1997)
 KH0542
 KH0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KH0542'THE STATION IS LOCATED ABOUT 26 KM (16.15 MI) SOUTH OF WHEELER, 21 KM
 KH0542'(13.05 MI) NORTH OF GOODLAND, ABOUT 0.1 KM (0.05 MI) SOUTHWEST OF AN
 KH0542'ABANDONED CONCRETE FARM SHED, ON A LOW HILL SLOPING TO THE WEST, IN
 KH0542'THE NORTHEAST QUADRANT OF THE JUNCTION OF HIGHWAY 27 AND AN EAST-WEST
 KH0542'SECTION LINE ROAD AND IN THE HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--KANSAS
 KH0542'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE OVERPASS AT THE
 KH0542'JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 27 ON THE SOUTH
 KH0542'SIDE OF GOODLAND, GO NORTH ON HIGHWAY 27 FOR 6.05 KM (3.75 MI) TO THE
 KH0542'JUNCTION OF BUSINESS HIGHWAY 27 ON THE NORTH SIDE OF GOODLAND.
 KH0542'CONTINUE NORTH ON HIGHWAY 27 FOR 20.9 KM (13.00 MI) TO A GRAVEL
 KH0542'CROSSROAD AND THE STATION ON THE RIGHT, ABOUT 0.24 KM (0.15 MI) NORTH
 KH0542'OF MILEPOST 184.  THE STATION IS SET IN THE TOP OF A 30 CM SQUARE
 KH0542'CONCRETE POST PROJECTING 20 CM ABOVE GROUND.  LOCATED 12.2 M (40.0 FT)
 KH0542'EAST OF THE CENTER OF HIGHWAY, 10.1 M (33.1 FT) NORTH OF THE CENTER OF
 KH0542'GRAVEL ROAD, 6.6 M (21.7 FT) EAST-NORTHEAST OF THE TOP CENTER OF THE
 KH0542'NORTH END OF A CONCRETE CULVERT, 6.3 M (20.7 FT) WEST OF THE CENTER OF
 KH0542'A FIELD ENTRANCE ROAD, 5.6 M (18.4 FT) SOUTH-SOUTHWEST OF A STEEL POST
 KH0542'AND CONCRETE RIGHT-OF-WAY POST, 0.4 M (1.3 FT) WEST OF A FIBERGLASS
 KH0542'WITNESS POST AND 0.1 M (0.3 FT) NORTH OF A STEEL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0242 ***********************************************************************
 JH0242  DESIGNATION -  R 101
 JH0242  PID         -  JH0242
 JH0242  STATE/COUNTY-  KS/KEARNY
 JH0242  USGS QUAD   -  MATTOX DRAW SE (1966)
 JH0242
 JH0242                         *CURRENT SURVEY CONTROL
 JH0242  ___________________________________________________________________
 JH0242* NAD 83(1986)-  38 00 07.     (N)    101 16 03.     (W)     SCALED    
 JH0242* NAVD 88     -       971.118  (meters)    3186.08   (feet)  ADJUSTED  
 JH0242  ___________________________________________________________________
 JH0242  GEOID HEIGHT-         -25.10  (meters)                     GEOID03
 JH0242  DYNAMIC HT  -         970.234 (meters)    3183.18  (feet)  COMP
 JH0242  MODELED GRAV-     979,686.2   (mgal)                       NAVD 88
 JH0242
 JH0242  VERT ORDER  -  SECOND    CLASS 0
 JH0242
 JH0242.The horizontal coordinates were scaled from a topographic map and have
 JH0242.an estimated accuracy of +/- 6 seconds.
 JH0242
 JH0242.The orthometric height was determined by differential leveling
 JH0242.and adjusted by the National Geodetic Survey in June 1991..
 JH0242
 JH0242.The geoid height was determined by GEOID03.
 JH0242
 JH0242.The dynamic height is computed by dividing the NAVD 88
 JH0242.geopotential number by the normal gravity value computed on the
 JH0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0242.degrees latitude (g = 980.6199 gals.).
 JH0242
 JH0242.The modeled gravity was interpolated from observed gravity values.
 JH0242
 JH0242;                    North         East    Units  Estimated Accuracy
 JH0242;SPC KS S     -   551,800.      156,980.      MT  (+/- 180 meters Scaled)
 JH0242
 JH0242                          SUPERSEDED SURVEY CONTROL
 JH0242
 JH0242  NGVD 29 (??/??/92)  970.706  (m)         3184.72   (f) ADJ UNCH    2 0
 JH0242
 JH0242.Superseded values are not recommended for survey control.
 JH0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0242.See file dsdata.txt to determine how the superseded data were derived.
 JH0242
 JH0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH009084(NAD 83)
 JH0242_MARKER: DB = BENCH MARK DISK
 JH0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0242_STAMPING: R 101 1935
 JH0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0242+STABILITY: SURFACE MOTION
 JH0242
 JH0242  HISTORY     - Date     Condition        Report By
 JH0242  HISTORY     - 1935     MONUMENTED       CGS
 JH0242  HISTORY     - 1940     GOOD             NGS
 JH0242
 JH0242                          STATION DESCRIPTION
 JH0242
 JH0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0242'4.4 MI N FROM LAKIN.
 JH0242'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION
 JH0242'IN LAKIN, PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 25, GO
 JH0242'4.4 MILES.  BENCH MARK IS AT THE SOUTHEAST CORNER OF
 JH0242'CROSS-INTERSECTION OF STATE HIGHWAY NO. 25 WITH AN EAST-WEST
 JH0242'SECTION LINE ROAD, 80 FEET SOUTHEAST OF CENTER OF THE
 JH0242'INTERSECTION, 76 FEET EAST OF CENTER LINE OF THE HIGHWAY, 25.6
 JH0242'FEET EAST OF THE FIRST TELEPHONE POLE EAST OF THE ROAD, 21 FEET
 JH0242'SOUTH OF CENTER LINE OF THE EAST-WEST ROAD, 2.0 FEET WEST OF A
 JH0242'4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0456 ***********************************************************************
 KE0456  DESIGNATION -  R 106
 KE0456  PID         -  KE0456
 KE0456  STATE/COUNTY-  KS/DONIPHAN
 KE0456  USGS QUAD   -  WATHENA (1961)
 KE0456
 KE0456                         *CURRENT SURVEY CONTROL
 KE0456  ___________________________________________________________________
 KE0456* NAD 83(1986)-  39 46 33.     (N)    094 58 21.     (W)     SCALED    
 KE0456* NAVD 88     -       259.353  (meters)     850.89   (feet)  ADJUSTED  
 KE0456  ___________________________________________________________________
 KE0456  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 KE0456  DYNAMIC HT  -         259.203 (meters)     850.40  (feet)  COMP
 KE0456  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 KE0456
 KE0456  VERT ORDER  -  SECOND    CLASS 0
 KE0456
 KE0456.The horizontal coordinates were scaled from a topographic map and have
 KE0456.an estimated accuracy of +/- 6 seconds.
 KE0456
 KE0456.The orthometric height was determined by differential leveling
 KE0456.and adjusted by the National Geodetic Survey in June 1991..
 KE0456
 KE0456.The geoid height was determined by GEOID03.
 KE0456
 KE0456.The dynamic height is computed by dividing the NAVD 88
 KE0456.geopotential number by the normal gravity value computed on the
 KE0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0456.degrees latitude (g = 980.6199 gals.).
 KE0456
 KE0456.The modeled gravity was interpolated from observed gravity values.
 KE0456
 KE0456;                    North         East    Units  Estimated Accuracy
 KE0456;SPC KS N     -   164,480.      659,330.      MT  (+/- 180 meters Scaled)
 KE0456
 KE0456                          SUPERSEDED SURVEY CONTROL
 KE0456
 KE0456  NGVD 29 (??/??/92)  259.238  (m)          850.52   (f) ADJ UNCH    2 0
 KE0456
 KE0456.Superseded values are not recommended for survey control.
 KE0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0456.See file dsdata.txt to determine how the superseded data were derived.
 KE0456
 KE0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUE310047(NAD 83)
 KE0456_MARKER: DB = BENCH MARK DISK
 KE0456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0456_SP_SET: BRIDGE
 KE0456_STAMPING: R 106 1934
 KE0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0456
 KE0456  HISTORY     - Date     Condition        Report By
 KE0456  HISTORY     - 1934     MONUMENTED       CGS
 KE0456  HISTORY     - 1950     GOOD             NGS
 KE0456  HISTORY     - 1966     GOOD             NGS
 KE0456  HISTORY     - 1978     GOOD             KSDT
 KE0456  HISTORY     - 20050402 MARK NOT FOUND   GEOCAC
 KE0456
 KE0456                          STATION DESCRIPTION
 KE0456
 KE0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0456'1.8 MI E FROM WATHENA.
 KE0456'1.8 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KE0456'RAILROAD FROM THE STATION AT WATHENA, DONIPHAN COUNTY, AT BRIDGE
 KE0456'7.14, AND IN THE TOP OF THE NORTH END OF THE EAST CONCRETE PIER.
 KE0456'A STANDARD DISK, STAMPED R 106 1934.
 KE0456
 KE0456                          STATION RECOVERY (1966)
 KE0456
 KE0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 KE0456'RECOVERED IN GOOD CONDITION.
 KE0456
 KE0456                          STATION RECOVERY (1978)
 KE0456
 KE0456'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1978
 KE0456'RECOVERED IN GOOD CONDITION.
 KE0456
 KE0456                          STATION RECOVERY (2005)
 KE0456
 KE0456'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0456'CONCRETE PIER HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0935 ***********************************************************************
 KE0935  DESIGNATION -  R 107
 KE0935  PID         -  KE0935
 KE0935  STATE/COUNTY-  KS/BROWN
 KE0935  USGS QUAD   -  RESERVE (1960)
 KE0935
 KE0935                         *CURRENT SURVEY CONTROL
 KE0935  ___________________________________________________________________
 KE0935* NAD 83(1986)-  39 58 36.     (N)    095 34 02.     (W)     SCALED    
 KE0935* NAVD 88     -       295.588  (meters)     969.77   (feet)  ADJUSTED  
 KE0935  ___________________________________________________________________
 KE0935  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 KE0935  DYNAMIC HT  -         295.423 (meters)     969.23  (feet)  COMP
 KE0935  MODELED GRAV-     980,058.1   (mgal)                       NAVD 88
 KE0935
 KE0935  VERT ORDER  -  SECOND    CLASS 0
 KE0935
 KE0935.The horizontal coordinates were scaled from a topographic map and have
 KE0935.an estimated accuracy of +/- 6 seconds.
 KE0935
 KE0935.The orthometric height was determined by differential leveling
 KE0935.and adjusted by the National Geodetic Survey in June 1991..
 KE0935
 KE0935.The geoid height was determined by GEOID03.
 KE0935
 KE0935.The dynamic height is computed by dividing the NAVD 88
 KE0935.geopotential number by the normal gravity value computed on the
 KE0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0935.degrees latitude (g = 980.6199 gals.).
 KE0935
 KE0935.The modeled gravity was interpolated from observed gravity values.
 KE0935
 KE0935;                    North         East    Units  Estimated Accuracy
 KE0935;SPC KS N     -   185,230.      607,800.      MT  (+/- 180 meters Scaled)
 KE0935
 KE0935                          SUPERSEDED SURVEY CONTROL
 KE0935
 KE0935  NGVD 29 (??/??/92)  295.510  (m)          969.52   (f) ADJ UNCH    2 0
 KE0935
 KE0935.Superseded values are not recommended for survey control.
 KE0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0935.See file dsdata.txt to determine how the superseded data were derived.
 KE0935
 KE0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE807283(NAD 83)
 KE0935_MARKER: DB = BENCH MARK DISK
 KE0935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0935_SP_SET: CONCRETE FOOTING
 KE0935_STAMPING: R 107 1934
 KE0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0935+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2004
 KE0935
 KE0935  HISTORY     - Date     Condition        Report By
 KE0935  HISTORY     - 1934     MONUMENTED       CGS
 KE0935  HISTORY     - 1950     GOOD             NGS
 KE0935  HISTORY     - 20041029 GOOD             GEOCAC
 KE0935
 KE0935                          STATION DESCRIPTION
 KE0935
 KE0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KE0935'AT RESERVE.
 KE0935'AT RESERVE, BROWN COUNTY, FOUR BLOCKS WEST OF THE MISSOURI
 KE0935'PACIFIC RAILROAD TRACK, AT THE CITY WATER TOWER, AND IN THE
 KE0935'CONCRETE FOOTING OF THE NORTHWEST SUPPORT.  A STANDARD DISK,
 KE0935'STAMPED R 107 1934.
 KE0935
 KE0935                          STATION RECOVERY (1950)
 KE0935
 KE0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0935'RECOVERED IN GOOD CONDITION.
 KE0935
 KE0935                          STATION RECOVERY (2004)
 KE0935
 KE0935'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0969 ***********************************************************************
 KE0969  DESIGNATION -  R 108
 KE0969  PID         -  KE0969
 KE0969  STATE/COUNTY-  KS/BROWN
 KE0969  USGS QUAD   -  RESERVE (1960)
 KE0969
 KE0969                         *CURRENT SURVEY CONTROL
 KE0969  ___________________________________________________________________
 KE0969* NAD 83(1986)-  39 54 49.     (N)    095 36 31.     (W)     SCALED    
 KE0969* NAVD 88     -       295.986  (meters)     971.08   (feet)  ADJUSTED  
 KE0969  ___________________________________________________________________
 KE0969  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 KE0969  DYNAMIC HT  -         295.818 (meters)     970.53  (feet)  COMP
 KE0969  MODELED GRAV-     980,050.8   (mgal)                       NAVD 88
 KE0969
 KE0969  VERT ORDER  -  SECOND    CLASS 0
 KE0969
 KE0969.The horizontal coordinates were scaled from a topographic map and have
 KE0969.an estimated accuracy of +/- 6 seconds.
 KE0969
 KE0969.The orthometric height was determined by differential leveling
 KE0969.and adjusted by the National Geodetic Survey in June 1991..
 KE0969
 KE0969.The geoid height was determined by GEOID03.
 KE0969
 KE0969.The dynamic height is computed by dividing the NAVD 88
 KE0969.geopotential number by the normal gravity value computed on the
 KE0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0969.degrees latitude (g = 980.6199 gals.).
 KE0969
 KE0969.The modeled gravity was interpolated from observed gravity values.
 KE0969
 KE0969;                    North         East    Units  Estimated Accuracy
 KE0969;SPC KS N     -   178,140.      604,450.      MT  (+/- 180 meters Scaled)
 KE0969
 KE0969                          SUPERSEDED SURVEY CONTROL
 KE0969
 KE0969  NGVD 29 (??/??/92)  295.891  (m)          970.77   (f) ADJ UNCH    2 0
 KE0969
 KE0969.Superseded values are not recommended for survey control.
 KE0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0969.See file dsdata.txt to determine how the superseded data were derived.
 KE0969
 KE0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE770214(NAD 83)
 KE0969_MARKER: DB = BENCH MARK DISK
 KE0969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KE0969_SP_SET: BRIDGE
 KE0969_STAMPING: R 108 1934
 KE0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0969
 KE0969  HISTORY     - Date     Condition        Report By
 KE0969  HISTORY     - 1934     MONUMENTED       CGS
 KE0969  HISTORY     - 1950     GOOD             NGS
 KE0969  HISTORY     - 20050422 MARK NOT FOUND   GEOCAC
 KE0969
 KE0969                          STATION DESCRIPTION
 KE0969
 KE0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0969'5.2 MI E FROM MORRILL.
 KE0969'5.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE CITY
 KE0969'WATER TOWER AT MORRILL, BROWN COUNTY, 2 POLES NORTHWEST OF
 KE0969'MILEPOST 49, 125 FEET NORTH OF THE TRACK, AT A CONCRETE HIGHWAY
 KE0969'BRIDGE, AND IN THE MIDDLE OF THE SOUTH BANISTER.  A STANDARD
 KE0969'DISK, STAMPED R 108 1934.
 KE0969
 KE0969                          STATION RECOVERY (2005)
 KE0969
 KE0969'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0969'THE BRIDGE HAS BEEN REPLACED BY A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0307 ***********************************************************************
 KF0307  DESIGNATION -  R 112
 KF0307  PID         -  KF0307
 KF0307  STATE/COUNTY-  KS/WASHINGTON
 KF0307  USGS QUAD   -  BARNES (1983)
 KF0307
 KF0307                         *CURRENT SURVEY CONTROL
 KF0307  ___________________________________________________________________
 KF0307* NAD 83(1986)-  39 42 43.     (N)    096 52 28.     (W)     SCALED    
 KF0307* NAVD 88     -       405.877  (meters)    1331.61   (feet)  ADJUSTED  
 KF0307  ___________________________________________________________________
 KF0307  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 KF0307  DYNAMIC HT  -         405.654 (meters)    1330.88  (feet)  COMP
 KF0307  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 KF0307
 KF0307  VERT ORDER  -  SECOND    CLASS 0
 KF0307
 KF0307.The horizontal coordinates were scaled from a topographic map and have
 KF0307.an estimated accuracy of +/- 6 seconds.
 KF0307
 KF0307.The orthometric height was determined by differential leveling
 KF0307.and adjusted by the National Geodetic Survey in June 1991..
 KF0307
 KF0307.The geoid height was determined by GEOID03.
 KF0307
 KF0307.The dynamic height is computed by dividing the NAVD 88
 KF0307.geopotential number by the normal gravity value computed on the
 KF0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0307.degrees latitude (g = 980.6199 gals.).
 KF0307
 KF0307.The modeled gravity was interpolated from observed gravity values.
 KF0307
 KF0307;                    North         East    Units  Estimated Accuracy
 KF0307;SPC KS N     -   153,650.      496,520.      MT  (+/- 180 meters Scaled)
 KF0307
 KF0307                          SUPERSEDED SURVEY CONTROL
 KF0307
 KF0307  NGVD 29 (??/??/92)  405.774  (m)         1331.28   (f) ADJ UNCH    2 0
 KF0307
 KF0307.Superseded values are not recommended for survey control.
 KF0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0307.See file dsdata.txt to determine how the superseded data were derived.
 KF0307
 KF0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ822979(NAD 83)
 KF0307_MARKER: DD = SURVEY DISK
 KF0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0307_STAMPING: R 112 1934
 KF0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0307+STABILITY: SURFACE MOTION
 KF0307
 KF0307  HISTORY     - Date     Condition        Report By
 KF0307  HISTORY     - 1934     MONUMENTED       KSGS
 KF0307  HISTORY     - 1965     GOOD             NGS
 KF0307
 KF0307                          STATION DESCRIPTION
 KF0307
 KF0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0307'AT BARNES.
 KF0307'ON THE MISSOURI PACIFIC RAILROAD, 100 YARDS WEST OF THE STATION
 KF0307'AT BARNES, AT A STREET CROSSING, 75 FEET NORTH OF THE CENTER
 KF0307'LINE OF HIGHWAY 9, 53 FEET SOUTHWEST OF A FIRE HYDRANT, 26 FEET
 KF0307'WEST OF THE CENTER LINE OF THE STREET, 16 FEET NORTH OF NORTH
 KF0307'RAIL, 4 FEET WEST OF THE CROSSING WARNING POLE.  A STATE SURVEY
 KF0307'DISK, STAMPED, R 112 1934, IN THE TOP OF A CONCRETE POST AND
 KF0307'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0374 ***********************************************************************
 KF0374  DESIGNATION -  R 113
 KF0374  PID         -  KF0374
 KF0374  STATE/COUNTY-  KS/WASHINGTON
 KF0374  USGS QUAD   -  LINN (1968)
 KF0374
 KF0374                         *CURRENT SURVEY CONTROL
 KF0374  ___________________________________________________________________
 KF0374* NAD 83(1986)-  39 40 48.     (N)    097 05 02.     (W)     SCALED    
 KF0374* NAVD 88     -       445.028  (meters)    1460.06   (feet)  ADJUSTED  
 KF0374  ___________________________________________________________________
 KF0374  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 KF0374  DYNAMIC HT  -         444.778 (meters)    1459.24  (feet)  COMP
 KF0374  MODELED GRAV-     980,051.1   (mgal)                       NAVD 88
 KF0374
 KF0374  VERT ORDER  -  SECOND    CLASS 0
 KF0374
 KF0374.The horizontal coordinates were scaled from a topographic map and have
 KF0374.an estimated accuracy of +/- 6 seconds.
 KF0374
 KF0374.The orthometric height was determined by differential leveling
 KF0374.and adjusted by the National Geodetic Survey in June 1991..
 KF0374
 KF0374.The geoid height was determined by GEOID03.
 KF0374
 KF0374.The dynamic height is computed by dividing the NAVD 88
 KF0374.geopotential number by the normal gravity value computed on the
 KF0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0374.degrees latitude (g = 980.6199 gals.).
 KF0374
 KF0374.The modeled gravity was interpolated from observed gravity values.
 KF0374
 KF0374;                    North         East    Units  Estimated Accuracy
 KF0374;SPC KS N     -   149,900.      478,590.      MT  (+/- 180 meters Scaled)
 KF0374
 KF0374                          SUPERSEDED SURVEY CONTROL
 KF0374
 KF0374  NGVD 29 (??/??/92)  444.910  (m)         1459.68   (f) ADJ UNCH    2 0
 KF0374
 KF0374.Superseded values are not recommended for survey control.
 KF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0374.See file dsdata.txt to determine how the superseded data were derived.
 KF0374
 KF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ643939(NAD 83)
 KF0374_MARKER: DD = SURVEY DISK
 KF0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0374_STAMPING: R 113 1934
 KF0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0374+STABILITY: SURFACE MOTION
 KF0374
 KF0374  HISTORY     - Date     Condition        Report By
 KF0374  HISTORY     - 1934     MONUMENTED       CGS
 KF0374  HISTORY     - 1965     GOOD             NGS
 KF0374
 KF0374                          STATION DESCRIPTION
 KF0374
 KF0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0374'AT LINN.
 KF0374'AT LINN, ON THE MISSOURI PACIFIC RAILROAD, 102 FEET WEST OF THE
 KF0374'STATION, 35 FEET NORTH OF THE NORTH RAIL, 16 FEET SOUTH OF SOUTH
 KF0374'CURB OF THE STREET AND 1 FOOT EAST OF A METAL WITNESS POST AND
 KF0374'SIGN.  A KANS. STATE GEOD. DISK, STAMPED, R 113 1934, AND SET
 KF0374'IN THE TOP OF A CONCRETE POST AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0633 ***********************************************************************
 KF0633  DESIGNATION -  R 114
 KF0633  PID         -  KF0633
 KF0633  STATE/COUNTY-  KS/RILEY
 KF0633  USGS QUAD   -  MANHATTAN (1991)
 KF0633
 KF0633                         *CURRENT SURVEY CONTROL
 KF0633  ___________________________________________________________________
 KF0633* NAD 83(1986)-  39 10 46.     (N)    096 33 47.     (W)     SCALED    
 KF0633* NAVD 88     -       311.148  (meters)    1020.82   (feet)  ADJUSTED  
 KF0633  ___________________________________________________________________
 KF0633  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 KF0633  DYNAMIC HT  -         310.941 (meters)    1020.15  (feet)  COMP
 KF0633  MODELED GRAV-     979,956.5   (mgal)                       NAVD 88
 KF0633
 KF0633  VERT ORDER  -  FIRST     CLASS II
 KF0633
 KF0633.The horizontal coordinates were scaled from a topographic map and have
 KF0633.an estimated accuracy of +/- 6 seconds.
 KF0633
 KF0633.The orthometric height was determined by differential leveling
 KF0633.and adjusted by the National Geodetic Survey in June 1991..
 KF0633.WARNING-Repeat measurements at this control monument indicate possible
 KF0633.vertical movement.
 KF0633
 KF0633.The geoid height was determined by GEOID03.
 KF0633
 KF0633.The dynamic height is computed by dividing the NAVD 88
 KF0633.geopotential number by the normal gravity value computed on the
 KF0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0633.degrees latitude (g = 980.6199 gals.).
 KF0633
 KF0633.The modeled gravity was interpolated from observed gravity values.
 KF0633
 KF0633;                    North         East    Units  Estimated Accuracy
 KF0633;SPC KS N     -    94,910.      524,150.      MT  (+/- 180 meters Scaled)
 KF0633
 KF0633                          SUPERSEDED SURVEY CONTROL
 KF0633
 KF0633  NGVD 29 (??/??/92)  311.005  (m)         1020.36   (f) ADJ UNCH    1 2
 KF0633
 KF0633.Superseded values are not recommended for survey control.
 KF0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0633.See file dsdata.txt to determine how the superseded data were derived.
 KF0633
 KF0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ104395(NAD 83)
 KF0633_MARKER: DB = BENCH MARK DISK
 KF0633_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KF0633_SP_SET: FOUNDATION WALL
 KF0633_STAMPING: R 114 1934
 KF0633_MARK LOGO: CGS   
 KF0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KF0633+STABILITY: POSITION/ELEVATION WELL
 KF0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KF0633+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2005
 KF0633
 KF0633  HISTORY     - Date     Condition        Report By
 KF0633  HISTORY     - 1934     MONUMENTED       CGS
 KF0633  HISTORY     - 1970     GOOD             NGS
 KF0633  HISTORY     - 1986     GOOD             NGS
 KF0633  HISTORY     - 20050204 GOOD             GEOCAC
 KF0633
 KF0633                          STATION DESCRIPTION
 KF0633
 KF0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0633'AT MANHATTAN.
 KF0633'AT MANHATTAN, IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 KF0633'NORTH 5TH STREET AND POYNTZ AVENUE, AT THE SOUTH ENTRANCE TO THE
 KF0633'RILEY COUNTY COURTHOUSE, AT THE TOP AND NEAR THE EAST END OF
 KF0633'THE STEPS AT THE ENTRANCE, SET VERTICALLY IN THE SOUTH FACE
 KF0633'OF THE SOUTH WALL OF THE COURTHOUSE, 75 FEET NORTH OF THE NORTH
 KF0633'CURB OF POYNTZ AVENUE, 0.5 FOOT EAST OF THE EAST EDGE OF THE
 KF0633'ENTRANCE TO THE COURTHOUSE, 0.5 FOOT ABOVE THE TOP OF THE LANDING
 KF0633'AT THE TOP OF THE STEPS, AND ABOUT 5 FEET ABOVE THE LEVEL OF
 KF0633'THE AVENUE.  SEC 18, T 10 S, R 8 E
 KF0633
 KF0633                          STATION RECOVERY (1986)
 KF0633
 KF0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0633'RECOVERED IN GOOD CONDITION.
 KF0633
 KF0633                          STATION RECOVERY (2005)
 KF0633
 KF0633'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0812 ***********************************************************************
 KE0812  DESIGNATION -  R 115
 KE0812  PID         -  KE0812
 KE0812  STATE/COUNTY-  KS/SHAWNEE
 KE0812  USGS QUAD   -  SILVER LAKE (1983)
 KE0812
 KE0812                         *CURRENT SURVEY CONTROL
 KE0812  ___________________________________________________________________
 KE0812* NAD 83(1986)-  39 05 40.     (N)    095 45 55.     (W)     SCALED    
 KE0812* NAVD 88     -       275.046  (meters)     902.38   (feet)  ADJUSTED  
 KE0812  ___________________________________________________________________
 KE0812  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 KE0812  DYNAMIC HT  -         274.869 (meters)     901.80  (feet)  COMP
 KE0812  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 KE0812
 KE0812  VERT ORDER  -  SECOND    CLASS 0
 KE0812
 KE0812.The horizontal coordinates were scaled from a topographic map and have
 KE0812.an estimated accuracy of +/- 6 seconds.
 KE0812
 KE0812.The orthometric height was determined by differential leveling
 KE0812.and adjusted by the National Geodetic Survey in June 1991..
 KE0812
 KE0812.The geoid height was determined by GEOID03.
 KE0812
 KE0812.The dynamic height is computed by dividing the NAVD 88
 KE0812.geopotential number by the normal gravity value computed on the
 KE0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0812.degrees latitude (g = 980.6199 gals.).
 KE0812
 KE0812.The modeled gravity was interpolated from observed gravity values.
 KE0812
 KE0812;                    North         East    Units  Estimated Accuracy
 KE0812;SPC KS N     -    86,880.      593,300.      MT  (+/- 180 meters Scaled)
 KE0812
 KE0812                          SUPERSEDED SURVEY CONTROL
 KE0812
 KE0812  NGVD 29 (??/??/92)  274.961  (m)          902.10   (f) ADJ UNCH    2 0
 KE0812
 KE0812.Superseded values are not recommended for survey control.
 KE0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0812.See file dsdata.txt to determine how the superseded data were derived.
 KE0812
 KE0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD608308(NAD 83)
 KE0812_MARKER: Z = SEE DESCRIPTION
 KE0812_SETTING: 0 = UNSPECIFIED SETTING
 KE0812_STAMPING: R 115 1934
 KE0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0812
 KE0812  HISTORY     - Date     Condition        Report By
 KE0812  HISTORY     - 1934     MONUMENTED       CGS
 KE0812  HISTORY     - 1950     GOOD             NGS
 KE0812  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 KE0812
 KE0812                          STATION DESCRIPTION
 KE0812
 KE0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0812'1.8 MI NW FROM MENOKEN.
 KE0812'ALONG THE UNION PACIFIC RAILROAD AT MILEPOST 1, AT THE CROSSING
 KE0812'OF U.S. HIGHWAYS 24 AND 40, 48 FEET WEST OF THE CENTER OF TRACK,
 KE0812'46 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAYS 24 AND 40,
 KE0812'29 FEET NORTHWEST OF CONCRETE FENCE CORNER, 21 FEET WEST OF
 KE0812'TELEGRAPH POLE, 1 FOOT NORTHEAST OF RAILROAD RIGHT-OF-WAY FENCE
 KE0812'AND PROJECTING 6 INCHES.
 KE0812
 KE0812                          STATION RECOVERY (1981)
 KE0812
 KE0812'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 KE0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0357 ***********************************************************************
 KF0357  DESIGNATION -  R 116
 KF0357  PID         -  KF0357
 KF0357  STATE/COUNTY-  KS/WASHINGTON
 KF0357  USGS QUAD   -  CLIFTON (1965)
 KF0357
 KF0357                         *CURRENT SURVEY CONTROL
 KF0357  ___________________________________________________________________
 KF0357* NAD 83(1986)-  39 34 40.     (N)    097 21 00.     (W)     SCALED    
 KF0357* NAVD 88     -       391.040  (meters)    1282.94   (feet)  ADJUSTED  
 KF0357  ___________________________________________________________________
 KF0357  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 KF0357  DYNAMIC HT  -         390.807 (meters)    1282.17  (feet)  COMP
 KF0357  MODELED GRAV-     980,019.7   (mgal)                       NAVD 88
 KF0357
 KF0357  VERT ORDER  -  SECOND    CLASS 0
 KF0357
 KF0357.The horizontal coordinates were scaled from a topographic map and have
 KF0357.an estimated accuracy of +/- 6 seconds.
 KF0357
 KF0357.The orthometric height was determined by differential leveling
 KF0357.and adjusted by the National Geodetic Survey in June 1991..
 KF0357
 KF0357.The geoid height was determined by GEOID03.
 KF0357
 KF0357.The dynamic height is computed by dividing the NAVD 88
 KF0357.geopotential number by the normal gravity value computed on the
 KF0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0357.degrees latitude (g = 980.6199 gals.).
 KF0357
 KF0357.The modeled gravity was interpolated from observed gravity values.
 KF0357
 KF0357;                    North         East    Units  Estimated Accuracy
 KF0357;SPC KS N     -   138,350.      455,840.      MT  (+/- 180 meters Scaled)
 KF0357
 KF0357                          SUPERSEDED SURVEY CONTROL
 KF0357
 KF0357  NGVD 29 (??/??/92)  390.917  (m)         1282.53   (f) ADJ UNCH    2 0
 KF0357
 KF0357.Superseded values are not recommended for survey control.
 KF0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0357.See file dsdata.txt to determine how the superseded data were derived.
 KF0357
 KF0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ417821(NAD 83)
 KF0357_MARKER: DB = BENCH MARK DISK
 KF0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0357_STAMPING: R-116 1934
 KF0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0357+STABILITY: SURFACE MOTION
 KF0357
 KF0357  HISTORY     - Date     Condition        Report By
 KF0357  HISTORY     - 1934     MONUMENTED       CGS
 KF0357
 KF0357                          STATION DESCRIPTION
 KF0357
 KF0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0357'2.4 MI E FROM CLYDE.
 KF0357'2.4 MILES EAST OF UNION PACIFIC STATION, CLYDE ON UNION PACIFIC
 KF0357'30 FEET SOUTH CENTER LINE OF RAILROAD TRACKS, AND 60 FEET WEST
 KF0357'CENTER LINE OF A CROSS ROAD.  80 FEET WEST CULVERT 53.08.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0222 ***********************************************************************
 KF0222  DESIGNATION -  R 117
 KF0222  PID         -  KF0222
 KF0222  STATE/COUNTY-  KS/GEARY
 KF0222  USGS QUAD   -  MILFORD DAM (1982)
 KF0222
 KF0222                         *CURRENT SURVEY CONTROL
 KF0222  ___________________________________________________________________
 KF0222* NAD 83(1986)-  39 05 46.     (N)    096 56 22.     (W)     SCALED    
 KF0222* NAVD 88     -       336.373  (meters)    1103.58   (feet)  ADJUSTED  
 KF0222  ___________________________________________________________________
 KF0222  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 KF0222  DYNAMIC HT  -         336.141 (meters)    1102.82  (feet)  COMP
 KF0222  MODELED GRAV-     979,927.7   (mgal)                       NAVD 88
 KF0222
 KF0222  VERT ORDER  -  SECOND    CLASS 0
 KF0222
 KF0222.The horizontal coordinates were scaled from a topographic map and have
 KF0222.an estimated accuracy of +/- 6 seconds.
 KF0222
 KF0222.The orthometric height was determined by differential leveling
 KF0222.and adjusted by the National Geodetic Survey in June 1991..
 KF0222
 KF0222.The geoid height was determined by GEOID03.
 KF0222
 KF0222.The dynamic height is computed by dividing the NAVD 88
 KF0222.geopotential number by the normal gravity value computed on the
 KF0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0222.degrees latitude (g = 980.6199 gals.).
 KF0222
 KF0222.The modeled gravity was interpolated from observed gravity values.
 KF0222
 KF0222;                    North         East    Units  Estimated Accuracy
 KF0222;SPC KS N     -    85,210.      491,740.      MT  (+/- 180 meters Scaled)
 KF0222
 KF0222                          SUPERSEDED SURVEY CONTROL
 KF0222
 KF0222  NGVD 29 (??/??/92)  336.244  (m)         1103.16   (f) ADJ UNCH    2 0
 KF0222
 KF0222.Superseded values are not recommended for survey control.
 KF0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0222.See file dsdata.txt to determine how the superseded data were derived.
 KF0222
 KF0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ781294(NAD 83)
 KF0222_MARKER: DB = BENCH MARK DISK
 KF0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0222_STAMPING: R-117 1934
 KF0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0222+STABILITY: SURFACE MOTION
 KF0222
 KF0222  HISTORY     - Date     Condition        Report By
 KF0222  HISTORY     - 1934     MONUMENTED       CGS
 KF0222  HISTORY     - 1980     MARK NOT FOUND   USGS
 KF0222
 KF0222                          STATION DESCRIPTION
 KF0222
 KF0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0222'AT ALIDA.
 KF0222'AT ALIDA ON UNION PACIFIC RAILROAD 110 FEET SOUTH OF SOUTH END
 KF0222'OF STATION, AND 35 FEET EAST CENTER LINE OF TRACKS.  IN EAST
 KF0222'PROPERTY LINE.
 KF0222
 KF0222                          STATION RECOVERY (1980)
 KF0222
 KF0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 KF0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0704 ***********************************************************************
 KF0704  DESIGNATION -  R 118 RESET
 KF0704  PID         -  KF0704
 KF0704  STATE/COUNTY-  KS/CLAY
 KF0704  USGS QUAD   -  LASITA (1983)
 KF0704
 KF0704                         *CURRENT SURVEY CONTROL
 KF0704  ___________________________________________________________________
 KF0704* NAD 83(1986)-  39 22 48.     (N)    096 58 48.     (W)     SCALED    
 KF0704* NAVD 88     -       404.55   (meters)    1327.3    (feet)  RESET     
 KF0704  ___________________________________________________________________
 KF0704  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 KF0704
 KF0704  VERT ORDER  -  THIRD
 KF0704
 KF0704.The horizontal coordinates were scaled from a topographic map and have
 KF0704.an estimated accuracy of +/- 6 seconds.
 KF0704
 KF0704.The orthometric height was computed from unverified reset data.
 KF0704
 KF0704.The geoid height was determined by GEOID03.
 KF0704
 KF0704;                    North         East    Units  Estimated Accuracy
 KF0704;SPC KS N     -   116,690.      487,880.      MT  (+/- 180 meters Scaled)
 KF0704
 KF0704                          SUPERSEDED SURVEY CONTROL
 KF0704
 KF0704.No superseded survey control is available for this station.
 KF0704
 KF0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ739608(NAD 83)
 KF0704_MARKER: DD = SURVEY DISK
 KF0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0704_STAMPING: R 118 RESET 1965
 KF0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0704+STABILITY: SURFACE MOTION
 KF0704
 KF0704  HISTORY     - Date     Condition        Report By
 KF0704  HISTORY     - 1965     MONUMENTED       KSGS
 KF0704  HISTORY     - 1965     GOOD             NGS
 KF0704
 KF0704                          STATION DESCRIPTION
 KF0704
 KF0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0704'7.6 MI W FROM LEONARDVILLE.
 KF0704'ABOUT 7.6 MILES WEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE
 KF0704'AT LEONARDVILLE, 1.0 MILE WEST OF THE CLAY - RILEY COUNTY LINE,
 KF0704'AT A CROSSROAD, ABOUT 200 FEET NORTH OF CENTER LINE OF U.S.
 KF0704'HIGHWAY 24, 58 FEET WEST OF CENTER LINE OF THE GRAVEL ROAD,
 KF0704'3 FEET NORTH OF A POWER LINE POLE 1.0 FOOT EAST OF FENCE LINE
 KF0704'AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.  A STANDARD DISK,
 KF0704'STAMPED R 118 RESET 1965, SET IN THE TOP OF A CONCRETE MONUMENT
 KF0704'AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0112 ***********************************************************************
 KF0112  DESIGNATION -  R 119
 KF0112  PID         -  KF0112
 KF0112  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0112  USGS QUAD   -  WESTMORELAND (1983)
 KF0112
 KF0112                         *CURRENT SURVEY CONTROL
 KF0112  ___________________________________________________________________
 KF0112* NAD 83(1986)-  39 29 44.     (N)    096 24 12.     (W)     SCALED    
 KF0112* NAVD 88     -       459.436  (meters)    1507.33   (feet)  ADJUSTED  
 KF0112  ___________________________________________________________________
 KF0112  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 KF0112  DYNAMIC HT  -         459.138 (meters)    1506.36  (feet)  COMP
 KF0112  MODELED GRAV-     979,963.8   (mgal)                       NAVD 88
 KF0112
 KF0112  VERT ORDER  -  SECOND    CLASS 0
 KF0112
 KF0112.The horizontal coordinates were scaled from a topographic map and have
 KF0112.an estimated accuracy of +/- 6 seconds.
 KF0112
 KF0112.The orthometric height was determined by differential leveling
 KF0112.and adjusted by the National Geodetic Survey in June 1991..
 KF0112
 KF0112.The geoid height was determined by GEOID03.
 KF0112
 KF0112.The dynamic height is computed by dividing the NAVD 88
 KF0112.geopotential number by the normal gravity value computed on the
 KF0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0112.degrees latitude (g = 980.6199 gals.).
 KF0112
 KF0112.The modeled gravity was interpolated from observed gravity values.
 KF0112
 KF0112;                    North         East    Units  Estimated Accuracy
 KF0112;SPC KS N     -   130,230.      537,330.      MT  (+/- 180 meters Scaled)
 KF0112
 KF0112                          SUPERSEDED SURVEY CONTROL
 KF0112
 KF0112  NGVD 29 (??/??/92)  459.311  (m)         1506.92   (f) ADJ UNCH    2 0
 KF0112
 KF0112.Superseded values are not recommended for survey control.
 KF0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0112.See file dsdata.txt to determine how the superseded data were derived.
 KF0112
 KF0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ232749(NAD 83)
 KF0112_MARKER: DD = SURVEY DISK
 KF0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0112_STAMPING: R 119 1934
 KF0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0112+STABILITY: SURFACE MOTION
 KF0112
 KF0112  HISTORY     - Date     Condition        Report By
 KF0112  HISTORY     - 1934     MONUMENTED       CGS
 KF0112  HISTORY     - 1965     GOOD             NGS
 KF0112
 KF0112                          STATION DESCRIPTION
 KF0112
 KF0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0112'AT BLAINE.
 KF0112'AT BLAINE, 100 YARDS SOUTHEAST OF THE POST OFFICE BUILDING, 72
 KF0112'FEET SOUTH OF THE SOUTHWEST CORNER OF A TAVERN AND CAFE, 55
 KF0112'FEET EAST OF A T-STREET NORTH, 29 FEET SOUTH CENTER LINE OF THE
 KF0112'MOST SOUTH EAST - WEST STREET, 5 FEET SOUTH OF A POWER LINE
 KF0112'POLE AND 1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  A STATE
 KF0112'SURVEY STANDARD DISK IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 KF0112'AND PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1214 ***********************************************************************
 JE1214  DESIGNATION -  R 12
 JE1214  PID         -  JE1214
 JE1214  STATE/COUNTY-  KS/SHAWNEE
 JE1214  USGS QUAD   -  WAKARUSA (1983)
 JE1214
 JE1214                         *CURRENT SURVEY CONTROL
 JE1214  ___________________________________________________________________
 JE1214* NAD 83(1986)-  38 54 48.     (N)    095 41 53.     (W)     SCALED    
 JE1214* NAVD 88     -       305.706  (meters)    1002.97   (feet)  ADJUSTED  
 JE1214  ___________________________________________________________________
 JE1214  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JE1214  DYNAMIC HT  -         305.501 (meters)    1002.30  (feet)  COMP
 JE1214  MODELED GRAV-     979,949.6   (mgal)                       NAVD 88
 JE1214
 JE1214  VERT ORDER  -  FIRST     CLASS II
 JE1214
 JE1214.The horizontal coordinates were scaled from a topographic map and have
 JE1214.an estimated accuracy of +/- 6 seconds.
 JE1214
 JE1214.The orthometric height was determined by differential leveling
 JE1214.and adjusted by the National Geodetic Survey in June 1991..
 JE1214
 JE1214.The geoid height was determined by GEOID03.
 JE1214
 JE1214.The dynamic height is computed by dividing the NAVD 88
 JE1214.geopotential number by the normal gravity value computed on the
 JE1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1214.degrees latitude (g = 980.6199 gals.).
 JE1214
 JE1214.The modeled gravity was interpolated from observed gravity values.
 JE1214
 JE1214;                    North         East    Units  Estimated Accuracy
 JE1214;SPC KS N     -    66,920.      599,630.      MT  (+/- 180 meters Scaled)
 JE1214
 JE1214                          SUPERSEDED SURVEY CONTROL
 JE1214
 JE1214  NGVD 29 (??/??/92)  305.585  (m)         1002.57   (f) ADJ UNCH    1 2
 JE1214
 JE1214.Superseded values are not recommended for survey control.
 JE1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1214.See file dsdata.txt to determine how the superseded data were derived.
 JE1214
 JE1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD660106(NAD 83)
 JE1214_MARKER: DB = BENCH MARK DISK
 JE1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1214_STAMPING: R 12 1933
 JE1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1214+STABILITY: SURFACE MOTION
 JE1214
 JE1214  HISTORY     - Date     Condition        Report By
 JE1214  HISTORY     - 1933     MONUMENTED       CGS
 JE1214  HISTORY     - 1951     GOOD             NGS
 JE1214  HISTORY     - 1960     GOOD             NGS
 JE1214  HISTORY     - 1976     GOOD             NGS
 JE1214
 JE1214                          STATION DESCRIPTION
 JE1214
 JE1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1214'2 MI N FROM WAKARUSA.
 JE1214'2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JE1214'FROM THE STATION AT WAKARUSA, SHAWNEE COUNTY, 4-1/2 POLES SOUTH
 JE1214'OF WOODEN TRESTLE 60 C, AT A GRAVEL-ROAD CROSSING, 42 FEET EAST
 JE1214'OF THE EAST RAIL, 28 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 JE1214'ROAD, 7 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE CORNER, AND 5
 JE1214'FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 JE1214'R 12 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JE1214'INCH ABOVE GROUND.
 JE1214
 JE1214                          STATION RECOVERY (1960)
 JE1214
 JE1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JE1214'RECOVERED IN GOOD CONDITION.
 JE1214
 JE1214                          STATION RECOVERY (1976)
 JE1214
 JE1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JE1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0806 ***********************************************************************
 KE0806  DESIGNATION -  R 120
 KE0806  PID         -  KE0806
 KE0806  STATE/COUNTY-  KS/JACKSON
 KE0806  USGS QUAD   -  SOLDIER CREEK NE (1960)
 KE0806
 KE0806                         *CURRENT SURVEY CONTROL
 KE0806  ___________________________________________________________________
 KE0806* NAD 83(1986)-  39 27 48.     (N)    095 48 42.     (W)     SCALED    
 KE0806* NAVD 88     -       366.058  (meters)    1200.98   (feet)  ADJUSTED  
 KE0806  ___________________________________________________________________
 KE0806  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 KE0806  DYNAMIC HT  -         365.826 (meters)    1200.21  (feet)  COMP
 KE0806  MODELED GRAV-     979,982.7   (mgal)                       NAVD 88
 KE0806
 KE0806  VERT ORDER  -  SECOND    CLASS 0
 KE0806
 KE0806.The horizontal coordinates were scaled from a topographic map and have
 KE0806.an estimated accuracy of +/- 6 seconds.
 KE0806
 KE0806.The orthometric height was determined by differential leveling
 KE0806.and adjusted by the National Geodetic Survey in June 1991..
 KE0806
 KE0806.The geoid height was determined by GEOID03.
 KE0806
 KE0806.The dynamic height is computed by dividing the NAVD 88
 KE0806.geopotential number by the normal gravity value computed on the
 KE0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0806.degrees latitude (g = 980.6199 gals.).
 KE0806
 KE0806.The modeled gravity was interpolated from observed gravity values.
 KE0806
 KE0806;                    North         East    Units  Estimated Accuracy
 KE0806;SPC KS N     -   127,720.      588,300.      MT  (+/- 180 meters Scaled)
 KE0806
 KE0806                          SUPERSEDED SURVEY CONTROL
 KE0806
 KE0806  NGVD 29 (??/??/92)  365.943  (m)         1200.60   (f) ADJ UNCH    2 0
 KE0806
 KE0806.Superseded values are not recommended for survey control.
 KE0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0806.See file dsdata.txt to determine how the superseded data were derived.
 KE0806
 KE0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD581719(NAD 83)
 KE0806_MARKER: DD = SURVEY DISK
 KE0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0806_STAMPING: R 120 1934
 KE0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0806+STABILITY: SURFACE MOTION
 KE0806
 KE0806  HISTORY     - Date     Condition        Report By
 KE0806  HISTORY     - 1934     MONUMENTED       KSGS
 KE0806  HISTORY     - 1950     GOOD             NGS
 KE0806
 KE0806                          STATION DESCRIPTION
 KE0806
 KE0806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0806'4.1 MI W FROM HOLTON.
 KE0806'4.1 MILES WEST ALONG STATE HIGHWAY 16 FROM THE COUNTY COURTHOUSE
 KE0806'AT HOLTON, JACKSON COUNTY, AT A CEMETERY AND ROAD INTERSECTION,
 KE0806'115 FEET SOUTH OF THE CENTERLINE OF CENTERLINE OF STATE HIGHWAY
 KE0806'16, 24 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 34 FEET
 KE0806'NORTH OF A POLE, AND 1 FOOT EAST OF A FENCE.  A STATE SURVEY
 KE0806'STANDARD DISK, STAMPED R 120 1934 AND SET IN THE TOP OF A
 KE0806'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0561 ***********************************************************************
 KE0561  DESIGNATION -  R 121
 KE0561  PID         -  KE0561
 KE0561  STATE/COUNTY-  KS/ATCHISON
 KE0561  USGS QUAD   -  LANCASTER (1979)
 KE0561
 KE0561                         *CURRENT SURVEY CONTROL
 KE0561  ___________________________________________________________________
 KE0561* NAD 83(1986)-  39 31 44.     (N)    095 21 53.     (W)     SCALED    
 KE0561* NAVD 88     -       329.914  (meters)    1082.39   (feet)  ADJUSTED  
 KE0561  ___________________________________________________________________
 KE0561  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KE0561  DYNAMIC HT  -         329.711 (meters)    1081.73  (feet)  COMP
 KE0561  MODELED GRAV-     980,002.0   (mgal)                       NAVD 88
 KE0561
 KE0561  VERT ORDER  -  SECOND    CLASS 0
 KE0561
 KE0561.The horizontal coordinates were scaled from a topographic map and have
 KE0561.an estimated accuracy of +/- 6 seconds.
 KE0561
 KE0561.The orthometric height was determined by differential leveling
 KE0561.and adjusted by the National Geodetic Survey in June 1991..
 KE0561
 KE0561.The geoid height was determined by GEOID03.
 KE0561
 KE0561.The dynamic height is computed by dividing the NAVD 88
 KE0561.geopotential number by the normal gravity value computed on the
 KE0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0561.degrees latitude (g = 980.6199 gals.).
 KE0561
 KE0561.The modeled gravity was interpolated from observed gravity values.
 KE0561
 KE0561;                    North         East    Units  Estimated Accuracy
 KE0561;SPC KS N     -   136,020.      626,540.      MT  (+/- 180 meters Scaled)
 KE0561
 KE0561                          SUPERSEDED SURVEY CONTROL
 KE0561
 KE0561  NGVD 29 (??/??/92)  329.805  (m)         1082.04   (f) ADJ UNCH    2 0
 KE0561
 KE0561.Superseded values are not recommended for survey control.
 KE0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0561.See file dsdata.txt to determine how the superseded data were derived.
 KE0561
 KE0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD967781(NAD 83)
 KE0561_MARKER: DB = BENCH MARK DISK
 KE0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0561_STAMPING: R 121 1934
 KE0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0561+STABILITY: SURFACE MOTION
 KE0561
 KE0561  HISTORY     - Date     Condition        Report By
 KE0561  HISTORY     - 1934     MONUMENTED       CGS
 KE0561  HISTORY     - 1950     GOOD             NGS
 KE0561
 KE0561                          STATION DESCRIPTION
 KE0561
 KE0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0561'2 MI E FROM EFFINGHAM.
 KE0561'2.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KE0561'STATION AT EFFINGHAM, ATCHISON COUNTY, 5 POLES WEST OF MILEPOST
 KE0561'346, AT A ROAD CROSSING, 65 FEET NORTH OF THE CENTERLINE OF THE
 KE0561'TRACK, AND ONE RAIL EAST OF THE CENTERLINE OF THE ROAD.  A
 KE0561'STATE SURVEY STANDARD DISK, STAMPED R 121 1934 AND SET IN THE
 KE0561'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0703 ***********************************************************************
 KE0703  DESIGNATION -  R 122
 KE0703  PID         -  KE0703
 KE0703  STATE/COUNTY-  KS/JEFFERSON
 KE0703  USGS QUAD   -  VALLEY FALLS (1979)
 KE0703
 KE0703                         *CURRENT SURVEY CONTROL
 KE0703  ___________________________________________________________________
 KE0703* NAD 83(1986)-  39 20 39.     (N)    095 27 18.     (W)     SCALED    
 KE0703* NAVD 88     -       277.173  (meters)     909.36   (feet)  ADJUSTED  
 KE0703  ___________________________________________________________________
 KE0703  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 KE0703  DYNAMIC HT  -         276.998 (meters)     908.78  (feet)  COMP
 KE0703  MODELED GRAV-     979,987.9   (mgal)                       NAVD 88
 KE0703
 KE0703  VERT ORDER  -  SECOND    CLASS 0
 KE0703
 KE0703.The horizontal coordinates were scaled from a topographic map and have
 KE0703.an estimated accuracy of +/- 6 seconds.
 KE0703
 KE0703.The orthometric height was determined by differential leveling
 KE0703.and adjusted by the National Geodetic Survey in June 1991..
 KE0703
 KE0703.The geoid height was determined by GEOID03.
 KE0703
 KE0703.The dynamic height is computed by dividing the NAVD 88
 KE0703.geopotential number by the normal gravity value computed on the
 KE0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0703.degrees latitude (g = 980.6199 gals.).
 KE0703
 KE0703.The modeled gravity was interpolated from observed gravity values.
 KE0703
 KE0703;                    North         East    Units  Estimated Accuracy
 KE0703;SPC KS N     -   115,300.      619,350.      MT  (+/- 180 meters Scaled)
 KE0703
 KE0703                          SUPERSEDED SURVEY CONTROL
 KE0703
 KE0703  NGVD 29 (??/??/92)  277.072  (m)          909.03   (f) ADJ UNCH    2 0
 KE0703
 KE0703.Superseded values are not recommended for survey control.
 KE0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0703.See file dsdata.txt to determine how the superseded data were derived.
 KE0703
 KE0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD884578(NAD 83)
 KE0703_MARKER: DB = BENCH MARK DISK
 KE0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0703_STAMPING: R 122 1934
 KE0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0703+STABILITY: SURFACE MOTION
 KE0703
 KE0703  HISTORY     - Date     Condition        Report By
 KE0703  HISTORY     - 1934     MONUMENTED       CGS
 KE0703  HISTORY     - 1959     MARK NOT FOUND   NGS
 KE0703
 KE0703                          STATION DESCRIPTION
 KE0703
 KE0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KE0703'AT VALLEY FALLS.
 KE0703'AT VALLEY FALLS, JEFFERSON COUNTY, ON THE ATCHISON, TOPEKA
 KE0703'AND SANTA FE RAILWAY, 27 FEET WEST OF THE WEST RAIL OF A SIDING,
 KE0703'AT THE STOCKYARDS (ABOUT 2 BLOCKS SOUTH OF THE STATION), 22 FEET
 KE0703'SOUTHWEST OF THE SOUTHEAST CORNER OF THE STOCKYARDS, 17 FEET
 KE0703'SOUTH OF THE SOUTH SIDE, AND 5 FEET SOUTH OF A POLE.  A STATE
 KE0703'SURVEY STANDARD DISK, STAMPED R 122 1934 AND SET IN THE TOP
 KE0703'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0629 ***********************************************************************
 KE0629  DESIGNATION -  R 123
 KE0629  PID         -  KE0629
 KE0629  STATE/COUNTY-  KS/LEAVENWORTH
 KE0629  USGS QUAD   -  TONGANOXIE (1978)
 KE0629
 KE0629                         *CURRENT SURVEY CONTROL
 KE0629  ___________________________________________________________________
 KE0629* NAD 83(1986)-  39 03 31.     (N)    095 06 45.     (W)     SCALED    
 KE0629* NAVD 88     -       264.417  (meters)     867.51   (feet)  ADJUSTED  
 KE0629  ___________________________________________________________________
 KE0629  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 KE0629  DYNAMIC HT  -         264.247 (meters)     866.95  (feet)  COMP
 KE0629  MODELED GRAV-     979,976.0   (mgal)                       NAVD 88
 KE0629
 KE0629  VERT ORDER  -  SECOND    CLASS 0
 KE0629
 KE0629.The horizontal coordinates were scaled from a topographic map and have
 KE0629.an estimated accuracy of +/- 6 seconds.
 KE0629
 KE0629.The orthometric height was determined by differential leveling
 KE0629.and adjusted by the National Geodetic Survey in June 1991..
 KE0629
 KE0629.The geoid height was determined by GEOID03.
 KE0629
 KE0629.The dynamic height is computed by dividing the NAVD 88
 KE0629.geopotential number by the normal gravity value computed on the
 KE0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0629.degrees latitude (g = 980.6199 gals.).
 KE0629
 KE0629.The modeled gravity was interpolated from observed gravity values.
 KE0629
 KE0629;                    North         East    Units  Estimated Accuracy
 KE0629;SPC KS N     -    84,500.      649,880.      MT  (+/- 180 meters Scaled)
 KE0629
 KE0629                          SUPERSEDED SURVEY CONTROL
 KE0629
 KE0629  NGVD 29 (??/??/92)  264.329  (m)          867.22   (f) ADJ UNCH    2 0
 KE0629
 KE0629.Superseded values are not recommended for survey control.
 KE0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0629.See file dsdata.txt to determine how the superseded data were derived.
 KE0629
 KE0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD172254(NAD 83)
 KE0629_MARKER: DD = SURVEY DISK
 KE0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0629_STAMPING: R 123 1934
 KE0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0629+STABILITY: SURFACE MOTION
 KE0629
 KE0629  HISTORY     - Date     Condition        Report By
 KE0629  HISTORY     - 1934     MONUMENTED       KSGS
 KE0629  HISTORY     - 1950     GOOD             NGS
 KE0629  HISTORY     - 20020823 MARK NOT FOUND   SKW
 KE0629
 KE0629                          STATION DESCRIPTION
 KE0629
 KE0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KE0629'3.9 MI SW FROM TONGANOXIE.
 KE0629'3.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KE0629'STATION AT TONGANOXIE, LEAVENWORTH COUNTY, 10 FEET NORTHEAST
 KE0629'OF THE SECOND POLE SOUTHWEST OF MILEPOST 25, 40 FEET NORTHWEST
 KE0629'OF THE CENTERLINE OF THE TRACK, AND 32 FEET SOUTH OF THE CENTERLINE
 KE0629'OF U.S. HIGHWAYS 24 AND 40.  A STATE SURVEY STANDARD DISK,
 KE0629'STAMPED R 123 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0629'4 INCHES ABOVE GROUND.
 KE0629
 KE0629                          STATION RECOVERY (2002)
 KE0629
 KE0629'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0146 ***********************************************************************
 JF0146  DESIGNATION -  R 13 RESET
 JF0146  PID         -  JF0146
 JF0146  STATE/COUNTY-  KS/LYON
 JF0146  USGS QUAD   -  OLPE (1973)
 JF0146
 JF0146                         *CURRENT SURVEY CONTROL
 JF0146  ___________________________________________________________________
 JF0146* NAD 83(1997)-  38 20 47.99106(N)    096 09 43.54770(W)     ADJUSTED  
 JF0146* NAVD 88     -       345.09   (meters)    1132.2    (feet)  RESET     
 JF0146  ___________________________________________________________________
 JF0146  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 JF0146  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 JF0146
 JF0146  HORZ ORDER  -  THIRD
 JF0146  VERT ORDER  -  THIRD
 JF0146
 JF0146.The horizontal coordinates were established by classical geodetic methods
 JF0146.and adjusted by the National Geodetic Survey in October 1998..
 JF0146
 JF0146.The orthometric height was computed from unverified reset data.
 JF0146
 JF0146.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0146
 JF0146.The geoid height was determined by GEOID03.
 JF0146
 JF0146;                    North         East     Units Scale Factor Converg.
 JF0146;SPC KS S     -   589,019.759   604,344.611   MT  0.99996389   +1 26 12.1
 JF0146;UTM  14      - 4,248,091.612   748,006.435   MT  1.00035755   +1 45 41.7
 JF0146
 JF0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0146!SPC KS S     -   0.99995066  x   0.99996389  =   0.99991455
 JF0146!UTM  14      -   0.99995066  x   1.00035755  =   1.00030820
 JF0146
 JF0146                          SUPERSEDED SURVEY CONTROL
 JF0146
 JF0146  NAD 83(1986)-  38 20 47.99745(N)    096 09 43.54981(W) AD(       ) 3
 JF0146  NAD 27      -  38 20 47.94216(N)    096 09 42.57061(W) AD(       ) 3
 JF0146  NGVD 29 (12/08/88)  344.94   (m)         1131.7    (f) LEVELING    3  
 JF0146
 JF0146.Superseded values are not recommended for survey control.
 JF0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0146.See file dsdata.txt to determine how the superseded data were derived.
 JF0146
 JF0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH4800648092(NAD 83)
 JF0146_MARKER: DB = BENCH MARK DISK
 JF0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0146_STAMPING: R 13 RESET 1969
 JF0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0146+STABILITY: SURFACE MOTION
 JF0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0146+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1999
 JF0146
 JF0146  HISTORY     - Date     Condition        Report By
 JF0146  HISTORY     - 1969     MONUMENTED       CGS
 JF0146  HISTORY     - 1976     GOOD             NGS
 JF0146  HISTORY     - 19991217 GOOD             LOCENG
 JF0146
 JF0146                          STATION DESCRIPTION
 JF0146
 JF0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JF0146'3.9 MI S FROM EMPORIA.
 JF0146'ABOUT 3.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JF0146'RAILWAY FROM THE STATION AT EMPORIA, 127 YARDS NORTH OF MILE
 JF0146'POST 4, IN THE SOUTHWEST ANGLE OF A GRAVELED ROAD CROSSING,
 JF0146'60 FEET SOUTH OF AN EAST-WEST GRAVELED ROAD, 45 FEET WEST OF
 JF0146'THE WEST RAIL OF RAILROAD TRACKS, 10 FEET SOUTH OF A CORNER
 JF0146'FENCE POST, 1 FOOT NORTH OF A METAL WITNESS POST, AND SET IN
 JF0146'THE TOP OF A ROUND CONCRETE PORT WHICH PROJECTS 1 INCH.
 JF0146
 JF0146                          STATION RECOVERY (1976)
 JF0146
 JF0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JF0146'TO REACH THE BENCH MARK FROM THE COTTONWOOD RIVER BRIDGE AT THE SOUTH
 JF0146'EDGE OF EMPORIA ON STATE HIGHWAY 99, GO SOUTH ON HIGHWAY 99 FOR 2.8
 JF0146'MILE TO A SIDE ROAD ON THE LEFT AND JOHN DEERE SALES BUILDING ON THE
 JF0146'RIGHT, TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO THE
 JF0146'BENCH MARK ON THE RIGHT, 62 FEET SOUTH OF THE CENTER OF THE ROAD, 32
 JF0146'FEET SOUTH-SOUTHWEST OF THE EAST END OF A METAL CULVERT UNDER A FIELD
 JF0146'APPROACH, 1.5 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 JF0146'NORTH-SOUTH FENCELINE. A STANDARD DISK SET IN THE TOP OF A ROUND
 JF0146'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND STAMPED R
 JF0146'13 RESET 1969.
 JF0146
 JF0146                          STATION RECOVERY (1999)
 JF0146
 JF0146'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (CMC)
 JF0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0596 ***********************************************************************
 HF0596  DESIGNATION -  R 14
 HF0596  PID         -  HF0596
 HF0596  STATE/COUNTY-  KS/SUMNER
 HF0596  USGS QUAD   -  GEUDA SPRINGS (1965)
 HF0596
 HF0596                         *CURRENT SURVEY CONTROL
 HF0596  ___________________________________________________________________
 HF0596* NAD 83(1986)-  37 06 18.     (N)    097 08 56.     (W)     SCALED    
 HF0596* NAVD 88     -       352.192  (meters)    1155.48   (feet)  ADJUSTED  
 HF0596  ___________________________________________________________________
 HF0596  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 HF0596  DYNAMIC HT  -         351.899 (meters)    1154.52  (feet)  COMP
 HF0596  MODELED GRAV-     979,790.7   (mgal)                       NAVD 88
 HF0596
 HF0596  VERT ORDER  -  FIRST     CLASS II
 HF0596
 HF0596.The horizontal coordinates were scaled from a topographic map and have
 HF0596.an estimated accuracy of +/- 6 seconds.
 HF0596
 HF0596.The orthometric height was determined by differential leveling
 HF0596.and adjusted by the National Geodetic Survey in June 1991..
 HF0596
 HF0596.The geoid height was determined by GEOID03.
 HF0596
 HF0596.The dynamic height is computed by dividing the NAVD 88
 HF0596.geopotential number by the normal gravity value computed on the
 HF0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0596.degrees latitude (g = 980.6199 gals.).
 HF0596
 HF0596.The modeled gravity was interpolated from observed gravity values.
 HF0596
 HF0596;                    North         East    Units  Estimated Accuracy
 HF0596;SPC KS S     -   449,520.      520,100.      MT  (+/- 180 meters Scaled)
 HF0596
 HF0596                          SUPERSEDED SURVEY CONTROL
 HF0596
 HF0596  NGVD 29 (??/??/92)  352.076  (m)         1155.10   (f) ADJ UNCH    1 2
 HF0596
 HF0596.Superseded values are not recommended for survey control.
 HF0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0596.See file dsdata.txt to determine how the superseded data were derived.
 HF0596
 HF0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG644081(NAD 83)
 HF0596_MARKER: DB = BENCH MARK DISK
 HF0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0596_STAMPING: R 14 1933
 HF0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0596+STABILITY: SURFACE MOTION
 HF0596
 HF0596  HISTORY     - Date     Condition        Report By
 HF0596  HISTORY     - 1933     MONUMENTED       CGS
 HF0596  HISTORY     - 1950     GOOD             NGS
 HF0596
 HF0596                          STATION DESCRIPTION
 HF0596
 HF0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0596'AT GEUDA SPRINGS.
 HF0596'AT GEUDA SPRINGS, SUMNER COUNTY, ABOUT 90 FEET NORTHEAST OF THE
 HF0596'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, ABOUT 120 FEET
 HF0596'NORTH OF THE CENTER LINE OF THE TRACK, 2 FEET WEST OF A SIDEWALK,
 HF0596'AND 2 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 HF0596'R 14 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HF0596
 HF0596                          STATION RECOVERY (1950)
 HF0596
 HF0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 HF0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0205 ***********************************************************************
 HF0205  DESIGNATION -  R 15
 HF0205  PID         -  HF0205
 HF0205  STATE/COUNTY-  KS/COWLEY
 HF0205  USGS QUAD   -  CEDAR VALE WEST (1979)
 HF0205
 HF0205                         *CURRENT SURVEY CONTROL
 HF0205  ___________________________________________________________________
 HF0205* NAD 83(1986)-  37 06 26.     (N)    096 34 46.     (W)     SCALED    
 HF0205* NAVD 88     -       316.633  (meters)    1038.82   (feet)  ADJUSTED  
 HF0205  ___________________________________________________________________
 HF0205  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 HF0205  DYNAMIC HT  -         316.370 (meters)    1037.96  (feet)  COMP
 HF0205  MODELED GRAV-     979,791.3   (mgal)                       NAVD 88
 HF0205
 HF0205  VERT ORDER  -  FIRST     CLASS II
 HF0205
 HF0205.The horizontal coordinates were scaled from a topographic map and have
 HF0205.an estimated accuracy of +/- 6 seconds.
 HF0205
 HF0205.The orthometric height was determined by differential leveling
 HF0205.and adjusted by the National Geodetic Survey in June 1991..
 HF0205
 HF0205.The geoid height was determined by GEOID03.
 HF0205
 HF0205.The dynamic height is computed by dividing the NAVD 88
 HF0205.geopotential number by the normal gravity value computed on the
 HF0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0205.degrees latitude (g = 980.6199 gals.).
 HF0205
 HF0205.The modeled gravity was interpolated from observed gravity values.
 HF0205
 HF0205;                    North         East    Units  Estimated Accuracy
 HF0205;SPC KS S     -   450,650.      570,710.      MT  (+/- 180 meters Scaled)
 HF0205
 HF0205                          SUPERSEDED SURVEY CONTROL
 HF0205
 HF0205  NGVD 29 (??/??/92)  316.488  (m)         1038.34   (f) ADJ UNCH    1 2
 HF0205
 HF0205.Superseded values are not recommended for survey control.
 HF0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0205.See file dsdata.txt to determine how the superseded data were derived.
 HF0205
 HF0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG150095(NAD 83)
 HF0205_MARKER: DB = BENCH MARK DISK
 HF0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0205_STAMPING: R 15 1933
 HF0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0205+STABILITY: SURFACE MOTION
 HF0205
 HF0205  HISTORY     - Date     Condition        Report By
 HF0205  HISTORY     - 1933     MONUMENTED       CGS
 HF0205
 HF0205                          STATION DESCRIPTION
 HF0205
 HF0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HF0205'4.5 MI W FROM CEDAR VALE.
 HF0205'IN COWLEY COUNTY, ABOUT 4.5 MILES WEST ALONG THE MISSOURI
 HF0205'PACIFIC RAILROAD FROM CEDAR VALE, CHAUTAUQUA COUNTY, ABOUT 0.5
 HF0205'MILE WEST OF TAUSSIG, ABOUT 17 POLES WEST OF MILEPOST 485, 45
 HF0205'FEET SOUTH OF THE TRACK, 25 FEET EAST OF THE CENTER OF A GRADE
 HF0205'CROSSING, AND 3 FEET NORTHWEST OF A FENCE CORNER.  A STANDARD
 HF0205'DISK, STAMPED R 15 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0151 ***********************************************************************
 KH0151  DESIGNATION -  R 150
 KH0151  PID         -  KH0151
 KH0151  STATE/COUNTY-  KS/GOVE
 KH0151  USGS QUAD   -  OAKLEY SOUTH (1979)
 KH0151
 KH0151                         *CURRENT SURVEY CONTROL
 KH0151  ___________________________________________________________________
 KH0151* NAD 83(1986)-  39 07 10.     (N)    100 46 49.     (W)     SCALED    
 KH0151* NAVD 88     -       914.243  (meters)    2999.48   (feet)  ADJUSTED  
 KH0151  ___________________________________________________________________
 KH0151  GEOID HEIGHT-         -24.76  (meters)                     GEOID03
 KH0151  DYNAMIC HT  -         913.519 (meters)    2997.10  (feet)  COMP
 KH0151  MODELED GRAV-     979,804.5   (mgal)                       NAVD 88
 KH0151
 KH0151  VERT ORDER  -  FIRST     CLASS II
 KH0151
 KH0151.The horizontal coordinates were scaled from a topographic map and have
 KH0151.an estimated accuracy of +/- 6 seconds.
 KH0151
 KH0151.The orthometric height was determined by differential leveling
 KH0151.and adjusted by the National Geodetic Survey in June 1991..
 KH0151
 KH0151.The geoid height was determined by GEOID03.
 KH0151
 KH0151.The dynamic height is computed by dividing the NAVD 88
 KH0151.geopotential number by the normal gravity value computed on the
 KH0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0151.degrees latitude (g = 980.6199 gals.).
 KH0151
 KH0151.The modeled gravity was interpolated from observed gravity values.
 KH0151
 KH0151;                    North         East    Units  Estimated Accuracy
 KH0151;SPC KS N     -    90,960.      159,610.      MT  (+/- 180 meters Scaled)
 KH0151
 KH0151                          SUPERSEDED SURVEY CONTROL
 KH0151
 KH0151  NGVD 29 (02/14/92)  913.903  (m)         2998.36   (f) ADJUSTED    1 2
 KH0151
 KH0151.Superseded values are not recommended for survey control.
 KH0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0151.See file dsdata.txt to determine how the superseded data were derived.
 KH0151
 KH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ460315(NAD 83)
 KH0151_MARKER: DB = BENCH MARK DISK
 KH0151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KH0151_SP_SET: HEADWALL
 KH0151_STAMPING: R 150 1934
 KH0151_MARK LOGO: CGS   
 KH0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0151+STABILITY: SURFACE MOTION
 KH0151
 KH0151  HISTORY     - Date     Condition        Report By
 KH0151  HISTORY     - 1934     MONUMENTED       CGS
 KH0151  HISTORY     - 1953     GOOD             NGS
 KH0151  HISTORY     - 1986     GOOD             NGS
 KH0151
 KH0151                          STATION DESCRIPTION
 KH0151
 KH0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0151'4.2 MI E FROM OAKLEY.
 KH0151'1.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KH0151'AT OAKLEY, THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE
 KH0151'2.7 MILES EAST ALONG U.S. HIGHWAY 40, 0.1 MILE EAST OF A
 KH0151'WINDMILL, 0.3 MILE WEST OF A NORTH AND SOUTH DIRT ROAD, 16.5
 KH0151'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 KH0151'OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 KH0151
 KH0151                          STATION RECOVERY (1986)
 KH0151
 KH0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0151'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.87 KM (3.66
 KH0151'MI) EAST ALONG OLD US HIGHWAY 40 FROM THE JUNCTION OF US HIGHWAY 83 AT
 KH0151'OAKLEY, IN TOP OF THE WEST END OF THE NORTH HEADWALL FOR A SQUARE
 KH0151'CONCRETE CULVERT AND 5.0 METERS (16.5 FT) NORTH OF THE HIGHWAY
 KH0151'CENTERLINE.
 KH0151'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0033 ***********************************************************************
 KH0033  DESIGNATION -  R 151
 KH0033  PID         -  KH0033
 KH0033  STATE/COUNTY-  KS/GOVE
 KH0033  USGS QUAD   -  GRAINFIELD (1979)
 KH0033
 KH0033                         *CURRENT SURVEY CONTROL
 KH0033  ___________________________________________________________________
 KH0033* NAD 83(1986)-  39 04 31.     (N)    100 28 48.     (W)     SCALED    
 KH0033* NAVD 88     -       858.284  (meters)    2815.89   (feet)  ADJUSTED  
 KH0033  ___________________________________________________________________
 KH0033  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 KH0033  DYNAMIC HT  -         857.612 (meters)    2813.68  (feet)  COMP
 KH0033  MODELED GRAV-     979,816.2   (mgal)                       NAVD 88
 KH0033
 KH0033  VERT ORDER  -  SECOND    CLASS 0
 KH0033
 KH0033.The horizontal coordinates were scaled from a topographic map and have
 KH0033.an estimated accuracy of +/- 6 seconds.
 KH0033
 KH0033.The orthometric height was determined by differential leveling
 KH0033.and adjusted by the National Geodetic Survey in June 1991..
 KH0033
 KH0033.The geoid height was determined by GEOID03.
 KH0033
 KH0033.The dynamic height is computed by dividing the NAVD 88
 KH0033.geopotential number by the normal gravity value computed on the
 KH0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0033.degrees latitude (g = 980.6199 gals.).
 KH0033
 KH0033.The modeled gravity was interpolated from observed gravity values.
 KH0033
 KH0033;                    North         East    Units  Estimated Accuracy
 KH0033;SPC KS N     -    85,300.      185,430.      MT  (+/- 180 meters Scaled)
 KH0033
 KH0033                          SUPERSEDED SURVEY CONTROL
 KH0033
 KH0033  NGVD 29 (??/??/92)  857.964  (m)         2814.84   (f) ADJ UNCH    2 0
 KH0033
 KH0033.Superseded values are not recommended for survey control.
 KH0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0033.See file dsdata.txt to determine how the superseded data were derived.
 KH0033
 KH0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ719261(NAD 83)
 KH0033_MARKER: DB = BENCH MARK DISK
 KH0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0033_STAMPING: R 151 1934
 KH0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0033+STABILITY: SURFACE MOTION
 KH0033
 KH0033  HISTORY     - Date     Condition        Report By
 KH0033  HISTORY     - 1934     MONUMENTED       CGS
 KH0033  HISTORY     - 1949     GOOD             NGS
 KH0033  HISTORY     - 1974     MARK NOT FOUND   USGS
 KH0033
 KH0033                          STATION DESCRIPTION
 KH0033
 KH0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0033'3.2 MI S FROM GRAINFIELD.
 KH0033'3.2 MILES SOUTH OF UNION PACIFIC STATION AT GRAINFIELD 250 FEET
 KH0033'NORTHEAST OF A YELLOW HOUSE, 33 FEET EAST OF CENTERLINE OF
 KH0033'STATE HIGHWAY 23, 18 FEET SOUTH OF CENTERLINE OF SIDE ROAD,
 KH0033'3 FEET SOUTH OF V.J. DREHER MAIN BOX, AT A CROSS ROADS.
 KH0033
 KH0033                          STATION RECOVERY (1949)
 KH0033
 KH0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 KH0033'RECOVERED IN GOOD CONDITION.
 KH0033
 KH0033                          STATION RECOVERY (1974)
 KH0033
 KH0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KH0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0007 ***********************************************************************
 KH0007  DESIGNATION -  R 152
 KH0007  PID         -  KH0007
 KH0007  STATE/COUNTY-  KS/DECATUR
 KH0007  USGS QUAD   -  DRESDEN SOUTH (1978)
 KH0007
 KH0007                         *CURRENT SURVEY CONTROL
 KH0007  ___________________________________________________________________
 KH0007* NAD 83(1986)-  39 37 12.     (N)    100 25 28.     (W)     SCALED    
 KH0007* NAVD 88     -       834.265  (meters)    2737.08   (feet)  ADJUSTED  
 KH0007  ___________________________________________________________________
 KH0007  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 KH0007  DYNAMIC HT  -         833.659 (meters)    2735.10  (feet)  COMP
 KH0007  MODELED GRAV-     979,872.4   (mgal)                       NAVD 88
 KH0007
 KH0007  VERT ORDER  -  SECOND    CLASS 0
 KH0007
 KH0007.The horizontal coordinates were scaled from a topographic map and have
 KH0007.an estimated accuracy of +/- 6 seconds.
 KH0007
 KH0007.The orthometric height was determined by differential leveling
 KH0007.and adjusted by the National Geodetic Survey in June 1991..
 KH0007
 KH0007.The geoid height was determined by GEOID03.
 KH0007
 KH0007.The dynamic height is computed by dividing the NAVD 88
 KH0007.geopotential number by the normal gravity value computed on the
 KH0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0007.degrees latitude (g = 980.6199 gals.).
 KH0007
 KH0007.The modeled gravity was interpolated from observed gravity values.
 KH0007
 KH0007;                    North         East    Units  Estimated Accuracy
 KH0007;SPC KS N     -   145,620.      191,850.      MT  (+/- 180 meters Scaled)
 KH0007
 KH0007                          SUPERSEDED SURVEY CONTROL
 KH0007
 KH0007  NGVD 29 (??/??/92)  833.957  (m)         2736.07   (f) ADJ UNCH    2 0
 KH0007
 KH0007.Superseded values are not recommended for survey control.
 KH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0007.See file dsdata.txt to determine how the superseded data were derived.
 KH0007
 KH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ777865(NAD 83)
 KH0007_MARKER: DB = BENCH MARK DISK
 KH0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KH0007_SP_SET: BUILDING
 KH0007_STAMPING: R 152 1934
 KH0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KH0007
 KH0007  HISTORY     - Date     Condition        Report By
 KH0007  HISTORY     - 1934     MONUMENTED       CGS
 KH0007  HISTORY     - 1941     GOOD             NGS
 KH0007
 KH0007                          STATION DESCRIPTION
 KH0007
 KH0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0007'AT DRESDEN.
 KH0007'AT DRESDEN, DECATUR COUNTY, ONE BLOCK NORTHEAST OF THE CHICAGO,
 KH0007'ROCK ISLAND AND PACIFIC RAILROAD STATION, 175 FEET NORTH OF THE
 KH0007'C.E. ROBINSON CO. ELEVATOR, AT THE PEOPLES STORE (IN 1934), AT
 KH0007'THE CORNER OF THE BLOCK AND THE CORNER OF THE BUILDING, IN THE
 KH0007'WALL, 1 FOOT NORTH OF THE DOOR, AND 4 FEET ABOVE THE STEPS AT
 KH0007'THE ENTRANCE TO THE STORE.  A STANDARD DISK, STAMPED R 152 1934
 KH0007'AND SET VERTICALLY.
 KH0007
 KH0007                          STATION RECOVERY (1941)
 KH0007
 KH0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KH0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0257 ***********************************************************************
 KH0257  DESIGNATION -  R 153
 KH0257  PID         -  KH0257
 KH0257  STATE/COUNTY-  KS/SHERIDAN
 KH0257  USGS QUAD   -  SELDEN (1978)
 KH0257
 KH0257                         *CURRENT SURVEY CONTROL
 KH0257  ___________________________________________________________________
 KH0257* NAD 83(1986)-  39 32 39.     (N)    100 34 07.     (W)     SCALED    
 KH0257* NAVD 88     -       865.474  (meters)    2839.48   (feet)  ADJUSTED  
 KH0257  ___________________________________________________________________
 KH0257  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KH0257  DYNAMIC HT  -         864.832 (meters)    2837.37  (feet)  COMP
 KH0257  MODELED GRAV-     979,855.5   (mgal)                       NAVD 88
 KH0257
 KH0257  VERT ORDER  -  SECOND    CLASS 0
 KH0257
 KH0257.The horizontal coordinates were scaled from a topographic map and have
 KH0257.an estimated accuracy of +/- 6 seconds.
 KH0257
 KH0257.The orthometric height was determined by differential leveling
 KH0257.and adjusted by the National Geodetic Survey in June 1991..
 KH0257
 KH0257.The geoid height was determined by GEOID03.
 KH0257
 KH0257.The dynamic height is computed by dividing the NAVD 88
 KH0257.geopotential number by the normal gravity value computed on the
 KH0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0257.degrees latitude (g = 980.6199 gals.).
 KH0257
 KH0257.The modeled gravity was interpolated from observed gravity values.
 KH0257
 KH0257;                    North         East    Units  Estimated Accuracy
 KH0257;SPC KS N     -   137,550.      179,240.      MT  (+/- 180 meters Scaled)
 KH0257
 KH0257                          SUPERSEDED SURVEY CONTROL
 KH0257
 KH0257  NGVD 29 (??/??/92)  865.153  (m)         2838.42   (f) ADJ UNCH    2 0
 KH0257
 KH0257.Superseded values are not recommended for survey control.
 KH0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0257.See file dsdata.txt to determine how the superseded data were derived.
 KH0257
 KH0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ652783(NAD 83)
 KH0257_MARKER: DB = BENCH MARK DISK
 KH0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0257_SP_SET: CONCRETE BLOCK
 KH0257_STAMPING: R 153 1934
 KH0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0257
 KH0257  HISTORY     - Date     Condition        Report By
 KH0257  HISTORY     - 1934     MONUMENTED       CGS
 KH0257  HISTORY     - 1949     GOOD             USGS
 KH0257
 KH0257                          STATION DESCRIPTION
 KH0257
 KH0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0257'AT SELDEN.
 KH0257'AT SELDEN 6 POLES WEST OF MILEPOST 360, 160 FEET NORTHWEST OF
 KH0257'ROCK ISLAND STATION, 55 FEET NORTH OF CENTERLINE OF MAIN TRACK
 KH0257'OF C.R.I. AND P. RR.  5 FEET SOUTH OF WATER TANK, CENTER OF LARGE
 KH0257'BLOCK OF CONCRETE.
 KH0257
 KH0257                          STATION RECOVERY (1949)
 KH0257
 KH0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 KH0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0010 ***********************************************************************
 KH0010  DESIGNATION -  R 155 RESET
 KH0010  PID         -  KH0010
 KH0010  STATE/COUNTY-  KS/DECATUR
 KH0010  USGS QUAD   -  DRESDEN NORTH (1978)
 KH0010
 KH0010                         *CURRENT SURVEY CONTROL
 KH0010  ___________________________________________________________________
 KH0010* NAD 83(1986)-  39 39 22.     (N)    100 25 23.     (W)     SCALED    
 KH0010* NAVD 88     -       783.53   (meters)    2570.6    (feet)  RESET     
 KH0010  ___________________________________________________________________
 KH0010  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 KH0010
 KH0010  VERT ORDER  -  THIRD
 KH0010
 KH0010.The horizontal coordinates were scaled from a topographic map and have
 KH0010.an estimated accuracy of +/- 6 seconds.
 KH0010
 KH0010.The orthometric height was computed from unverified reset data.
 KH0010
 KH0010.The geoid height was determined by GEOID03.
 KH0010
 KH0010;                    North         East    Units  Estimated Accuracy
 KH0010;SPC KS N     -   149,630.      192,080.      MT  (+/- 180 meters Scaled)
 KH0010
 KH0010                          SUPERSEDED SURVEY CONTROL
 KH0010
 KH0010.No superseded survey control is available for this station.
 KH0010
 KH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ779905(NAD 83)
 KH0010_MARKER: DB = BENCH MARK DISK
 KH0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0010_STAMPING: R 155 RESET 1958
 KH0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0010+STABILITY: SURFACE MOTION
 KH0010
 KH0010  HISTORY     - Date     Condition        Report By
 KH0010  HISTORY     - 1958     MONUMENTED       KSHC
 KH0010  HISTORY     - 1959     GOOD             NGS
 KH0010
 KH0010                          STATION DESCRIPTION
 KH0010
 KH0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KH0010'2.6 MI N FROM DRESDEN.
 KH0010'2.6 MILES NORTH ALONG THE 1934 ROUTE OF U.S. HIGHWAY 183 FROM
 KH0010'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT DRESDEN,
 KH0010'DECATUR COUNTY, 215 FEET NORTH AND 30 FEET EAST OF R.C. GIRDER
 KH0010'BRIDGE AND IN A FENCE LINE.  A STAANDARD DISK, SET IN THE TOP
 KH0010'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0221 ***********************************************************************
 KH0221  DESIGNATION -  R 156
 KH0221  PID         -  KH0221
 KH0221  STATE/COUNTY-  KS/DECATUR
 KH0221  USGS QUAD   -  TRAER (1978)
 KH0221
 KH0221                         *CURRENT SURVEY CONTROL
 KH0221  ___________________________________________________________________
 KH0221* NAD 83(1986)-  39 54 45.     (N)    100 43 17.     (W)     SCALED    
 KH0221* NAVD 88     -       801.238  (meters)    2628.73   (feet)  ADJUSTED  
 KH0221  ___________________________________________________________________
 KH0221  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 KH0221  DYNAMIC HT  -         800.671 (meters)    2626.87  (feet)  COMP
 KH0221  MODELED GRAV-     979,891.9   (mgal)                       NAVD 88
 KH0221
 KH0221  VERT ORDER  -  SECOND    CLASS 0
 KH0221
 KH0221.The horizontal coordinates were scaled from a topographic map and have
 KH0221.an estimated accuracy of +/- 6 seconds.
 KH0221
 KH0221.The orthometric height was determined by differential leveling
 KH0221.and adjusted by the National Geodetic Survey in June 1991..
 KH0221
 KH0221.The geoid height was determined by GEOID03.
 KH0221
 KH0221.The dynamic height is computed by dividing the NAVD 88
 KH0221.geopotential number by the normal gravity value computed on the
 KH0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0221.degrees latitude (g = 980.6199 gals.).
 KH0221
 KH0221.The modeled gravity was interpolated from observed gravity values.
 KH0221
 KH0221;                    North         East    Units  Estimated Accuracy
 KH0221;SPC KS N     -   178,810.      167,340.      MT  (+/- 180 meters Scaled)
 KH0221
 KH0221                          SUPERSEDED SURVEY CONTROL
 KH0221
 KH0221  NGVD 29 (??/??/92)  800.918  (m)         2627.68   (f) ADJ UNCH    2 0
 KH0221
 KH0221.Superseded values are not recommended for survey control.
 KH0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0221.See file dsdata.txt to determine how the superseded data were derived.
 KH0221
 KH0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK528194(NAD 83)
 KH0221_MARKER: DB = BENCH MARK DISK
 KH0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0221_STAMPING: R 156 1934
 KH0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0221+STABILITY: SURFACE MOTION
 KH0221
 KH0221  HISTORY     - Date     Condition        Report By
 KH0221  HISTORY     - 1934     MONUMENTED       CGS
 KH0221  HISTORY     - 1977     MARK NOT FOUND   USGS
 KH0221
 KH0221                          STATION DESCRIPTION
 KH0221
 KH0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0221'3.4 MI NE FROM HERNDON.
 KH0221'3.4 MILES NORTHEAST OF BURLINGTON STATION AT HERNDON 15 FEET
 KH0221'EAST OF CROSSING, 15 FEET SOUTH OF C.B. AND Q. RR TRACK.
 KH0221
 KH0221                          STATION RECOVERY (1977)
 KH0221
 KH0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KH0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0302 ***********************************************************************
 KG0302  DESIGNATION -  R 157
 KG0302  PID         -  KG0302
 KG0302  STATE/COUNTY-  KS/ROOKS
 KG0302  USGS QUAD   -  STOCKTON (1979)
 KG0302
 KG0302                         *CURRENT SURVEY CONTROL
 KG0302  ___________________________________________________________________
 KG0302* NAD 83(1986)-  39 26 00.     (N)    099 16 23.     (W)     SCALED    
 KG0302* NAVD 88     -       541.851  (meters)    1777.72   (feet)  ADJUSTED  
 KG0302  ___________________________________________________________________
 KG0302  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 KG0302  DYNAMIC HT  -         541.483 (meters)    1776.52  (feet)  COMP
 KG0302  MODELED GRAV-     979,931.4   (mgal)                       NAVD 88
 KG0302
 KG0302  VERT ORDER  -  SECOND    CLASS 0
 KG0302
 KG0302.The horizontal coordinates were scaled from a topographic map and have
 KG0302.an estimated accuracy of +/- 6 seconds.
 KG0302
 KG0302.The orthometric height was determined by differential leveling
 KG0302.and adjusted by the National Geodetic Survey in June 1991..
 KG0302
 KG0302.The geoid height was determined by GEOID03.
 KG0302
 KG0302.The dynamic height is computed by dividing the NAVD 88
 KG0302.geopotential number by the normal gravity value computed on the
 KG0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0302.degrees latitude (g = 980.6199 gals.).
 KG0302
 KG0302.The modeled gravity was interpolated from observed gravity values.
 KG0302
 KG0302;                    North         East    Units  Estimated Accuracy
 KG0302;SPC KS N     -   122,880.      290,400.      MT  (+/- 180 meters Scaled)
 KG0302
 KG0302                          SUPERSEDED SURVEY CONTROL
 KG0302
 KG0302  NGVD 29 (??/??/92)  541.621  (m)         1776.97   (f) ADJ UNCH    2 0
 KG0302
 KG0302.Superseded values are not recommended for survey control.
 KG0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0302.See file dsdata.txt to determine how the superseded data were derived.
 KG0302
 KG0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ765649(NAD 83)
 KG0302_MARKER: DB = BENCH MARK DISK
 KG0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0302_STAMPING: R 157 1934
 KG0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0302+STABILITY: SURFACE MOTION
 KG0302
 KG0302  HISTORY     - Date     Condition        Report By
 KG0302  HISTORY     - 1934     MONUMENTED       CGS
 KG0302  HISTORY     - 1953     MARK NOT FOUND   NGS
 KG0302
 KG0302                          STATION DESCRIPTION
 KG0302
 KG0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KG0302'AT STOCKTON.
 KG0302'AT STOCKTON, ROOKS COUNTY, 250 FEET NORTHEAST OF THE MISSOURI
 KG0302'PACIFIC RAILROAD STATION, NEAR THE GRAMMAR SCHOOL, 50 FEET WEST
 KG0302'OF THE SOUTHWEST CORNER OF THE SCHOOL GROUNDS, 50 FEET NORTH
 KG0302'OF THE CENTERLINE OF THE MAIN TRACK, AND 24 FEET WEST OF THE
 KG0302'CENTERLINE OF A STREET.  A STANDARD DISK, STAMPED R 157 1934
 KG0302'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0262 ***********************************************************************
 KG0262  DESIGNATION -  R 158
 KG0262  PID         -  KG0262
 KG0262  STATE/COUNTY-  KS/PHILLIPS
 KG0262  USGS QUAD   -  WOODRUFF (1968)
 KG0262
 KG0262                         *CURRENT SURVEY CONTROL
 KG0262  ___________________________________________________________________
 KG0262* NAD 83(1986)-  39 59 28.     (N)    099 25 21.     (W)     SCALED    
 KG0262* NAVD 88     -       610.697  (meters)    2003.60   (feet)  ADJUSTED  
 KG0262  ___________________________________________________________________
 KG0262  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 KG0262  DYNAMIC HT  -         610.314 (meters)    2002.34  (feet)  COMP
 KG0262  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 KG0262
 KG0262  VERT ORDER  -  SECOND    CLASS 0
 KG0262
 KG0262.The horizontal coordinates were scaled from a topographic map and have
 KG0262.an estimated accuracy of +/- 6 seconds.
 KG0262
 KG0262.The orthometric height was determined by differential leveling
 KG0262.and adjusted by the National Geodetic Survey in June 1991..
 KG0262
 KG0262.The geoid height was determined by GEOID03.
 KG0262
 KG0262.The dynamic height is computed by dividing the NAVD 88
 KG0262.geopotential number by the normal gravity value computed on the
 KG0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0262.degrees latitude (g = 980.6199 gals.).
 KG0262
 KG0262.The modeled gravity was interpolated from observed gravity values.
 KG0262
 KG0262;                    North         East    Units  Estimated Accuracy
 KG0262;SPC KS N     -   185,000.      278,510.      MT  (+/- 180 meters Scaled)
 KG0262
 KG0262                          SUPERSEDED SURVEY CONTROL
 KG0262
 KG0262  NGVD 29 (??/??/92)  610.454  (m)         2002.80   (f) ADJ UNCH    2 0
 KG0262
 KG0262.Superseded values are not recommended for survey control.
 KG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0262.See file dsdata.txt to determine how the superseded data were derived.
 KG0262
 KG0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK639268(NAD 83)
 KG0262_MARKER: DB = BENCH MARK DISK
 KG0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0262_STAMPING: R 158 1934
 KG0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0262+STABILITY: SURFACE MOTION
 KG0262
 KG0262  HISTORY     - Date     Condition        Report By
 KG0262  HISTORY     - 1934     MONUMENTED       CGS
 KG0262
 KG0262                          STATION DESCRIPTION
 KG0262
 KG0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0262'AT WOODRUFF.
 KG0262'AT WOODRUFF, PHILLIPS COUNTY, ON THE CHICAGO, BURLINGTON AND
 KG0262'QUINCY RAILROAD, 0.3 MILE EAST OF THE STATION, 110 FEET NORTH OF
 KG0262'THE WATER TANK, AT A ROAD CROSSING, 21 FEET WEST OF THE ROAD, AND
 KG0262'21 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD
 KG0262'DISK, STAMPED R 158 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0515 ***********************************************************************
 HE0515  DESIGNATION -  R 16
 HE0515  PID         -  HE0515
 HE0515  STATE/COUNTY-  KS/MONTGOMERY
 HE0515  USGS QUAD   -  CANEY (1984)
 HE0515
 HE0515                         *CURRENT SURVEY CONTROL
 HE0515  ___________________________________________________________________
 HE0515* NAD 83(1986)-  37 01 15.     (N)    095 56 19.     (W)     SCALED    
 HE0515* NAVD 88     -       225.013  (meters)     738.23   (feet)  ADJUSTED  
 HE0515  ___________________________________________________________________
 HE0515  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HE0515  DYNAMIC HT  -         224.832 (meters)     737.64  (feet)  COMP
 HE0515  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 HE0515
 HE0515  VERT ORDER  -  FIRST     CLASS II
 HE0515
 HE0515.The horizontal coordinates were scaled from a topographic map and have
 HE0515.an estimated accuracy of +/- 6 seconds.
 HE0515
 HE0515.The orthometric height was determined by differential leveling
 HE0515.and adjusted by the National Geodetic Survey in June 1991..
 HE0515
 HE0515.The geoid height was determined by GEOID03.
 HE0515
 HE0515.The dynamic height is computed by dividing the NAVD 88
 HE0515.geopotential number by the normal gravity value computed on the
 HE0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0515.degrees latitude (g = 980.6199 gals.).
 HE0515
 HE0515.The modeled gravity was interpolated from observed gravity values.
 HE0515
 HE0515;                    North         East    Units  Estimated Accuracy
 HE0515;SPC KS S     -   442,440.      627,920.      MT  (+/- 180 meters Scaled)
 HE0515
 HE0515                          SUPERSEDED SURVEY CONTROL
 HE0515
 HE0515  NGVD 29 (??/??/92)  224.876  (m)          737.78   (f) ADJ UNCH    1 2
 HE0515
 HE0515.Superseded values are not recommended for survey control.
 HE0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0515.See file dsdata.txt to determine how the superseded data were derived.
 HE0515
 HE0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB385012(NAD 83)
 HE0515_MARKER: DB = BENCH MARK DISK
 HE0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0515_STAMPING: R-16-1933
 HE0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0515+STABILITY: SURFACE MOTION
 HE0515
 HE0515  HISTORY     - Date     Condition        Report By
 HE0515  HISTORY     - 1933     MONUMENTED       CGS
 HE0515  HISTORY     - 1961     MARK NOT FOUND   USGS
 HE0515
 HE0515                          STATION DESCRIPTION
 HE0515
 HE0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0515'IN CANEY.
 HE0515'90 FT. SOUTH OF CENTER OF MO. PAC. R.R. AT MILE POST 442/3
 HE0515'POLES, 1 FT. NORTH OF FENCE CORNER UNDER A POWER LINE, 12 RAILS
 HE0515'EAST OF DEPOT AT CANEY, 200 FT. EAST OF CENTER OF HWY. 166.
 HE0515
 HE0515                          STATION RECOVERY (1961)
 HE0515
 HE0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 HE0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0200 ***********************************************************************
 KG0200  DESIGNATION -  R 160
 KG0200  PID         -  KG0200
 KG0200  STATE/COUNTY-  KS/SMITH
 KG0200  USGS QUAD   -  HARLAN (1961)
 KG0200
 KG0200                         *CURRENT SURVEY CONTROL
 KG0200  ___________________________________________________________________
 KG0200* NAD 83(1986)-  39 35 21.     (N)    098 45 06.     (W)     SCALED    
 KG0200* NAVD 88     -       481.041  (meters)    1578.22   (feet)  ADJUSTED  
 KG0200  ___________________________________________________________________
 KG0200  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 KG0200  DYNAMIC HT  -         480.734 (meters)    1577.21  (feet)  COMP
 KG0200  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 KG0200
 KG0200  VERT ORDER  -  SECOND    CLASS 0
 KG0200
 KG0200.The horizontal coordinates were scaled from a topographic map and have
 KG0200.an estimated accuracy of +/- 6 seconds.
 KG0200
 KG0200.The orthometric height was determined by differential leveling
 KG0200.and adjusted by the National Geodetic Survey in June 1991..
 KG0200
 KG0200.The geoid height was determined by GEOID03.
 KG0200
 KG0200.The dynamic height is computed by dividing the NAVD 88
 KG0200.geopotential number by the normal gravity value computed on the
 KG0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0200.degrees latitude (g = 980.6199 gals.).
 KG0200
 KG0200.The modeled gravity was interpolated from observed gravity values.
 KG0200
 KG0200;                    North         East    Units  Estimated Accuracy
 KG0200;SPC KS N     -   139,680.      335,430.      MT  (+/- 180 meters Scaled)
 KG0200
 KG0200                          SUPERSEDED SURVEY CONTROL
 KG0200
 KG0200  NGVD 29 (??/??/92)  480.841  (m)         1577.56   (f) ADJ UNCH    2 0
 KG0200
 KG0200.Superseded values are not recommended for survey control.
 KG0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0200.See file dsdata.txt to determine how the superseded data were derived.
 KG0200
 KG0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ213821(NAD 83)
 KG0200_MARKER: DB = BENCH MARK DISK
 KG0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0200_SP_SET: CULVERT
 KG0200_STAMPING: R 160 1934
 KG0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0200
 KG0200  HISTORY     - Date     Condition        Report By
 KG0200  HISTORY     - 1934     MONUMENTED       CGS
 KG0200
 KG0200                          STATION DESCRIPTION
 KG0200
 KG0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0200'1.5 MI SE FROM HARLAN.
 KG0200'1.5 MILES SOUTHEAST OF MISSOURI PACIFIC STATION AT HARLAN 4
 KG0200'POLES WEST OF MILEAGE POST 551.15 AND 50 FEET SOUTH OF BRIDGE
 KG0200'ON STATE HIGHWAY 9, IN THE NORTHEAST END OF GRANITE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0306 ***********************************************************************
 KG0306  DESIGNATION -  R 161
 KG0306  PID         -  KG0306
 KG0306  STATE/COUNTY-  KS/ROOKS
 KG0306  USGS QUAD   -  WOODSTON NW (1979)
 KG0306
 KG0306                         *CURRENT SURVEY CONTROL
 KG0306  ___________________________________________________________________
 KG0306* NAD 83(1986)-  39 27 08.     (N)    099 07 40.     (W)     SCALED    
 KG0306* NAVD 88     -       524.380  (meters)    1720.40   (feet)  ADJUSTED  
 KG0306  ___________________________________________________________________
 KG0306  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 KG0306  DYNAMIC HT  -         524.028 (meters)    1719.25  (feet)  COMP
 KG0306  MODELED GRAV-     979,941.2   (mgal)                       NAVD 88
 KG0306
 KG0306  VERT ORDER  -  SECOND    CLASS 0
 KG0306
 KG0306.The horizontal coordinates were scaled from a topographic map and have
 KG0306.an estimated accuracy of +/- 6 seconds.
 KG0306
 KG0306.The orthometric height was determined by differential leveling
 KG0306.and adjusted by the National Geodetic Survey in June 1991..
 KG0306
 KG0306.The geoid height was determined by GEOID03.
 KG0306
 KG0306.The dynamic height is computed by dividing the NAVD 88
 KG0306.geopotential number by the normal gravity value computed on the
 KG0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0306.degrees latitude (g = 980.6199 gals.).
 KG0306
 KG0306.The modeled gravity was interpolated from observed gravity values.
 KG0306
 KG0306;                    North         East    Units  Estimated Accuracy
 KG0306;SPC KS N     -   124,820.      302,940.      MT  (+/- 180 meters Scaled)
 KG0306
 KG0306                          SUPERSEDED SURVEY CONTROL
 KG0306
 KG0306  NGVD 29 (??/??/92)  524.161  (m)         1719.68   (f) ADJ UNCH    2 0
 KG0306
 KG0306.Superseded values are not recommended for survey control.
 KG0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0306.See file dsdata.txt to determine how the superseded data were derived.
 KG0306
 KG0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ890669(NAD 83)
 KG0306_MARKER: DB = BENCH MARK DISK
 KG0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0306_STAMPING: R 161 1934
 KG0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0306+STABILITY: SURFACE MOTION
 KG0306
 KG0306  HISTORY     - Date     Condition        Report By
 KG0306  HISTORY     - 1934     MONUMENTED       CGS
 KG0306  HISTORY     - 1952     MARK NOT FOUND   NGS
 KG0306
 KG0306                          STATION DESCRIPTION
 KG0306
 KG0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KG0306'1.7 MI W FROM WOODSTON.
 KG0306'1.7 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0306'STATION AT WOODSTON, ROOKS COUNTY, 5 POLES WEST OF MILEPOST
 KG0306'572, 100 FEET EAST OF A CUT, 40 FEET NORTH OF THE CENTERLINE
 KG0306'OF THE TRACK, AND 100 FEET SOUTH OF A CONCRETE BRIDGE ON U.S.
 KG0306'HIGHWAY 40 N.  A STANDARD DISK, STAMPED R 161 1934 AND SET IN
 KG0306'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0139 ***********************************************************************
 KG0139  DESIGNATION -  R 163
 KG0139  PID         -  KG0139
 KG0139  STATE/COUNTY-  KS/RUSSELL
 KG0139  USGS QUAD   -  PARADISE (1978)
 KG0139
 KG0139                         *CURRENT SURVEY CONTROL
 KG0139  ___________________________________________________________________
 KG0139* NAD 83(1986)-  39 07 16.     (N)    098 53 09.     (W)     SCALED    
 KG0139* NAVD 88     -       533.035  (meters)    1748.80   (feet)  ADJUSTED  
 KG0139  ___________________________________________________________________
 KG0139  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 KG0139  DYNAMIC HT  -         532.670 (meters)    1747.60  (feet)  COMP
 KG0139  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 KG0139
 KG0139  VERT ORDER  -  SECOND    CLASS 0
 KG0139
 KG0139.The horizontal coordinates were scaled from a topographic map and have
 KG0139.an estimated accuracy of +/- 6 seconds.
 KG0139
 KG0139.The orthometric height was determined by differential leveling
 KG0139.and adjusted by the National Geodetic Survey in June 1991..
 KG0139
 KG0139.The geoid height was determined by GEOID03.
 KG0139
 KG0139.The dynamic height is computed by dividing the NAVD 88
 KG0139.geopotential number by the normal gravity value computed on the
 KG0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0139.degrees latitude (g = 980.6199 gals.).
 KG0139
 KG0139.The modeled gravity was interpolated from observed gravity values.
 KG0139
 KG0139;                    North         East    Units  Estimated Accuracy
 KG0139;SPC KS N     -    87,830.      323,400.      MT  (+/- 180 meters Scaled)
 KG0139
 KG0139                          SUPERSEDED SURVEY CONTROL
 KG0139
 KG0139  NGVD 29 (??/??/92)  532.829  (m)         1748.12   (f) ADJ UNCH    2 0
 KG0139
 KG0139.Superseded values are not recommended for survey control.
 KG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0139.See file dsdata.txt to determine how the superseded data were derived.
 KG0139
 KG0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ098302(NAD 83)
 KG0139_MARKER: DB = BENCH MARK DISK
 KG0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0139_STAMPING: R 163 1934
 KG0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0139+STABILITY: SURFACE MOTION
 KG0139
 KG0139  HISTORY     - Date     Condition        Report By
 KG0139  HISTORY     - 1934     MONUMENTED       CGS
 KG0139
 KG0139                          STATION DESCRIPTION
 KG0139
 KG0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0139'2.2 MI E FROM PARADISE.
 KG0139'2.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KG0139'AT PARADISE, RUSSELL COUNTY, AT MILEPOST 77, 40 FEET NORTH OF THE
 KG0139'CENTERLINE OF THE TRACK, AND 10 FEET SOUTH OF THE RIGHT-OF-WAY
 KG0139'FENCE.  A STANDARD DISK, STAMPED R 163 1934 AND SET IN THE
 KG0139'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0248 ***********************************************************************
 JG0248  DESIGNATION -  R 164
 JG0248  PID         -  JG0248
 JG0248  STATE/COUNTY-  KS/RUSSELL
 JG0248  USGS QUAD   -  RUSSELL (1967)
 JG0248
 JG0248                         *CURRENT SURVEY CONTROL
 JG0248  ___________________________________________________________________
 JG0248* NAD 83(1986)-  38 53 43.     (N)    098 51 35.     (W)     SCALED    
 JG0248* NAVD 88     -       557.721  (meters)    1829.79   (feet)  ADJUSTED  
 JG0248  ___________________________________________________________________
 JG0248  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0248  DYNAMIC HT  -         557.328 (meters)    1828.50  (feet)  COMP
 JG0248  MODELED GRAV-     979,906.9   (mgal)                       NAVD 88
 JG0248
 JG0248  VERT ORDER  -  FIRST     CLASS II
 JG0248
 JG0248.The horizontal coordinates were scaled from a topographic map and have
 JG0248.an estimated accuracy of +/- 6 seconds.
 JG0248
 JG0248.The orthometric height was determined by differential leveling
 JG0248.and adjusted by the National Geodetic Survey in June 1991..
 JG0248.WARNING-Repeat measurements at this control monument indicate possible
 JG0248.vertical movement.
 JG0248
 JG0248.The geoid height was determined by GEOID03.
 JG0248
 JG0248.The dynamic height is computed by dividing the NAVD 88
 JG0248.geopotential number by the normal gravity value computed on the
 JG0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0248.degrees latitude (g = 980.6199 gals.).
 JG0248
 JG0248.The modeled gravity was interpolated from observed gravity values.
 JG0248
 JG0248;                    North         East    Units  Estimated Accuracy
 JG0248;SPC KS N     -    62,740.      325,420.      MT  (+/- 180 meters Scaled)
 JG0248
 JG0248                          SUPERSEDED SURVEY CONTROL
 JG0248
 JG0248  NGVD 29 (??/??/92)  557.509  (m)         1829.09   (f) ADJ UNCH    1 2
 JG0248
 JG0248.Superseded values are not recommended for survey control.
 JG0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0248.See file dsdata.txt to determine how the superseded data were derived.
 JG0248
 JG0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ121051(NAD 83)
 JG0248_MARKER: DB = BENCH MARK DISK
 JG0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0248_STAMPING: R 164 1934
 JG0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0248+STABILITY: SURFACE MOTION
 JG0248
 JG0248  HISTORY     - Date     Condition        Report By
 JG0248  HISTORY     - 1934     MONUMENTED       CGS
 JG0248  HISTORY     - 1953     GOOD             NGS
 JG0248
 JG0248                          STATION DESCRIPTION
 JG0248
 JG0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0248'AT RUSSELL.
 JG0248'AT RUSSELL, 155 YARDS WEST OF THE UNION PACIFIC RAILROAD, 85.4
 JG0248'FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 58 FEET WEST OF
 JG0248'THE CENTER LINE OF MAIN STREET, 12.5 FEET WEST OF THE WEST EDGE
 JG0248'OF A SIDEWALK, 12.8 FEET NORTH OF A SIGNAL BATTERY BOX, 1.8 FEET
 JG0248'SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A WITNESS
 JG0248'POST, 105 FEET SOUTH OF BENCH MARK S 164, SET IN THE TOP OF A
 JG0248'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, THE POST
 JG0248'HAS BEEN CHIPPED ON ALL SIDES BUT IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0133 ***********************************************************************
 KG0133  DESIGNATION -  R 165
 KG0133  PID         -  KG0133
 KG0133  STATE/COUNTY-  KS/OSBORNE
 KG0133  USGS QUAD   -  DOWNS SOUTH (1979)
 KG0133
 KG0133                         *CURRENT SURVEY CONTROL
 KG0133  ___________________________________________________________________
 KG0133* NAD 83(1986)-  39 27 15.     (N)    098 35 57.     (W)     SCALED    
 KG0133* NAVD 88     -       474.797  (meters)    1557.73   (feet)  ADJUSTED  
 KG0133  ___________________________________________________________________
 KG0133  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 KG0133  DYNAMIC HT  -         474.493 (meters)    1556.73  (feet)  COMP
 KG0133  MODELED GRAV-     979,972.0   (mgal)                       NAVD 88
 KG0133
 KG0133  VERT ORDER  -  SECOND    CLASS 0
 KG0133
 KG0133.The horizontal coordinates were scaled from a topographic map and have
 KG0133.an estimated accuracy of +/- 6 seconds.
 KG0133
 KG0133.The orthometric height was determined by differential leveling
 KG0133.and adjusted by the National Geodetic Survey in June 1991..
 KG0133
 KG0133.The geoid height was determined by GEOID03.
 KG0133
 KG0133.The dynamic height is computed by dividing the NAVD 88
 KG0133.geopotential number by the normal gravity value computed on the
 KG0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0133.degrees latitude (g = 980.6199 gals.).
 KG0133
 KG0133.The modeled gravity was interpolated from observed gravity values.
 KG0133
 KG0133;                    North         East    Units  Estimated Accuracy
 KG0133;SPC KS N     -   124,600.      348,430.      MT  (+/- 180 meters Scaled)
 KG0133
 KG0133                          SUPERSEDED SURVEY CONTROL
 KG0133
 KG0133  NGVD 29 (??/??/92)  474.608  (m)         1557.11   (f) ADJ UNCH    2 0
 KG0133
 KG0133.Superseded values are not recommended for survey control.
 KG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0133.See file dsdata.txt to determine how the superseded data were derived.
 KG0133
 KG0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ344672(NAD 83)
 KG0133_MARKER: DB = BENCH MARK DISK
 KG0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KG0133_SP_SET: CULVERT
 KG0133_STAMPING: R 165 1934
 KG0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KG0133
 KG0133  HISTORY     - Date     Condition        Report By
 KG0133  HISTORY     - 1934     MONUMENTED       CGS
 KG0133
 KG0133                          STATION DESCRIPTION
 KG0133
 KG0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0133'4.6 MI SW FROM DOWNS.
 KG0133'4.6 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 KG0133'STATION AT DOWNS, OSBORNE COUNTY, 2 POLES SOUTHWEST OF THE TENTH
 KG0133'POLE SOUTHWEST OF MILEPOST 543, 5 POLES NORTHEAST OF A ROAD
 KG0133'CROSSING, AT A LARGE CONCRETE CULVERT, AND IN THE CENTER OF THE
 KG0133'TOP OF THE NORTHWEST END.  A STANDARD DISK, STAMPED R 165 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0460 ***********************************************************************
 KF0460  DESIGNATION -  R 166
 KF0460  PID         -  KF0460
 KF0460  STATE/COUNTY-  KS/CLOUD
 KF0460  USGS QUAD   -  GLASCO (1979)
 KF0460
 KF0460                         *CURRENT SURVEY CONTROL
 KF0460  ___________________________________________________________________
 KF0460* NAD 83(1986)-  39 20 03.     (N)    097 49 01.     (W)     SCALED    
 KF0460* NAVD 88     -       400.760  (meters)    1314.83   (feet)  ADJUSTED  
 KF0460  ___________________________________________________________________
 KF0460  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 KF0460  DYNAMIC HT  -         400.504 (meters)    1313.99  (feet)  COMP
 KF0460  MODELED GRAV-     979,976.8   (mgal)                       NAVD 88
 KF0460
 KF0460  VERT ORDER  -  SECOND    CLASS 0
 KF0460
 KF0460.The horizontal coordinates were scaled from a topographic map and have
 KF0460.an estimated accuracy of +/- 6 seconds.
 KF0460
 KF0460.The orthometric height was determined by differential leveling
 KF0460.and adjusted by the National Geodetic Survey in June 1991..
 KF0460
 KF0460.The geoid height was determined by GEOID03.
 KF0460
 KF0460.The dynamic height is computed by dividing the NAVD 88
 KF0460.geopotential number by the normal gravity value computed on the
 KF0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0460.degrees latitude (g = 980.6199 gals.).
 KF0460
 KF0460.The modeled gravity was interpolated from observed gravity values.
 KF0460
 KF0460;                    North         East    Units  Estimated Accuracy
 KF0460;SPC KS N     -   111,120.      415,780.      MT  (+/- 180 meters Scaled)
 KF0460
 KF0460                          SUPERSEDED SURVEY CONTROL
 KF0460
 KF0460  NGVD 29 (??/??/92)  400.628  (m)         1314.39   (f) ADJ UNCH    2 0
 KF0460
 KF0460.Superseded values are not recommended for survey control.
 KF0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0460.See file dsdata.txt to determine how the superseded data were derived.
 KF0460
 KF0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ019545(NAD 83)
 KF0460_MARKER: DB = BENCH MARK DISK
 KF0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0460_STAMPING: R 166 1934
 KF0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0460+STABILITY: SURFACE MOTION
 KF0460
 KF0460  HISTORY     - Date     Condition        Report By
 KF0460  HISTORY     - 1934     MONUMENTED       CGS
 KF0460
 KF0460                          STATION DESCRIPTION
 KF0460
 KF0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KF0460'2.1 MI S FROM GLASCO.
 KF0460'2.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0460'AT GLASCO, CLOUD COUNTY, 400 FEET SOUTHEAST OF A TRESTLE, AND 45
 KF0460'FEET NORTH OF THE CENTER OF A ROAD CROSSING.  A STANDARD DISK,
 KF0460'STAMPED R 166 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0148 ***********************************************************************
 KG0148  DESIGNATION -  R 167
 KG0148  PID         -  KG0148
 KG0148  STATE/COUNTY-  KS/RUSSELL
 KG0148  USGS QUAD   -  LURAY (1978)
 KG0148
 KG0148                         *CURRENT SURVEY CONTROL
 KG0148  ___________________________________________________________________
 KG0148* NAD 83(1986)-  39 06 13.     (N)    098 39 25.     (W)     SCALED    
 KG0148* NAVD 88     -       468.899  (meters)    1538.38   (feet)  ADJUSTED  
 KG0148  ___________________________________________________________________
 KG0148  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 KG0148  DYNAMIC HT  -         468.583 (meters)    1537.34  (feet)  COMP
 KG0148  MODELED GRAV-     979,938.2   (mgal)                       NAVD 88
 KG0148
 KG0148  VERT ORDER  -  SECOND    CLASS 0
 KG0148
 KG0148.The horizontal coordinates were scaled from a topographic map and have
 KG0148.an estimated accuracy of +/- 6 seconds.
 KG0148
 KG0148.The orthometric height was determined by differential leveling
 KG0148.and adjusted by the National Geodetic Survey in June 1991..
 KG0148
 KG0148.The geoid height was determined by GEOID03.
 KG0148
 KG0148.The dynamic height is computed by dividing the NAVD 88
 KG0148.geopotential number by the normal gravity value computed on the
 KG0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0148.degrees latitude (g = 980.6199 gals.).
 KG0148
 KG0148.The modeled gravity was interpolated from observed gravity values.
 KG0148
 KG0148;                    North         East    Units  Estimated Accuracy
 KG0148;SPC KS N     -    85,720.      343,180.      MT  (+/- 180 meters Scaled)
 KG0148
 KG0148                          SUPERSEDED SURVEY CONTROL
 KG0148
 KG0148  NGVD 29 (??/??/92)  468.712  (m)         1537.77   (f) ADJ UNCH    2 0
 KG0148
 KG0148.Superseded values are not recommended for survey control.
 KG0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0148.See file dsdata.txt to determine how the superseded data were derived.
 KG0148
 KG0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ296283(NAD 83)
 KG0148_MARKER: DB = BENCH MARK DISK
 KG0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0148_STAMPING: R 167 1934
 KG0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0148+STABILITY: SURFACE MOTION
 KG0148
 KG0148  HISTORY     - Date     Condition        Report By
 KG0148  HISTORY     - 1934     MONUMENTED       CGS
 KG0148  HISTORY     - 1966     MARK NOT FOUND   USGS
 KG0148  HISTORY     - 1975     GOOD             USGS
 KG0148
 KG0148                          STATION DESCRIPTION
 KG0148
 KG0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0148'2.1 MI SE FROM LURAY.
 KG0148'2.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KG0148'STATION AT LURAY, RUSSELL COUNTY, 75 FEET EAST OF A ROAD CROSSING,
 KG0148'45 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 30 FEET WEST
 KG0148'OF STATE HIGHWAY 18, AND IN THE LINE WITH A ROW OF POLES.  A
 KG0148'STANDARD DISK, STAMPED R 167 1934 AND SET IN THE TOP OF A CONCRETE
 KG0148'POST.
 KG0148
 KG0148                          STATION RECOVERY (1966)
 KG0148
 KG0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KG0148'MARK NOT FOUND.
 KG0148
 KG0148                          STATION RECOVERY (1975)
 KG0148
 KG0148'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KG0148'45 FEET NORTHWEST OF A FIELD ROAD CROSSING, 45 FEET NORTHEAST OF THE
 KG0148'CENTERLINE OF THE TRACK, AND 105 FEET SOUTHWEST OF STATE HIGHWAY 18,
 KG0148'AND IN LINE WITH A ROW OF POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0018 ***********************************************************************
 JG0018  DESIGNATION -  R 168
 JG0018  PID         -  JG0018
 JG0018  STATE/COUNTY-  KS/ELLSWORTH
 JG0018  USGS QUAD   -  WESTFALL SW (1979)
 JG0018
 JG0018                         *CURRENT SURVEY CONTROL
 JG0018  ___________________________________________________________________
 JG0018* NAD 83(1986)-  38 50 29.     (N)    098 12 45.     (W)     SCALED    
 JG0018* NAVD 88     -       551.049  (meters)    1807.90   (feet)  ADJUSTED  
 JG0018  ___________________________________________________________________
 JG0018  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 JG0018  DYNAMIC HT  -         550.666 (meters)    1806.64  (feet)  COMP
 JG0018  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 JG0018
 JG0018  VERT ORDER  -  SECOND    CLASS 0
 JG0018
 JG0018.The horizontal coordinates were scaled from a topographic map and have
 JG0018.an estimated accuracy of +/- 6 seconds.
 JG0018
 JG0018.The orthometric height was determined by differential leveling
 JG0018.and adjusted by the National Geodetic Survey in June 1991..
 JG0018
 JG0018.The geoid height was determined by GEOID03.
 JG0018
 JG0018.The dynamic height is computed by dividing the NAVD 88
 JG0018.geopotential number by the normal gravity value computed on the
 JG0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0018.degrees latitude (g = 980.6199 gals.).
 JG0018
 JG0018.The modeled gravity was interpolated from observed gravity values.
 JG0018
 JG0018;                    North         East    Units  Estimated Accuracy
 JG0018;SPC KS N     -    56,420.      381,550.      MT  (+/- 180 meters Scaled)
 JG0018
 JG0018                          SUPERSEDED SURVEY CONTROL
 JG0018
 JG0018  NGVD 29 (??/??/92)  550.894  (m)         1807.39   (f) ADJ UNCH    2 0
 JG0018
 JG0018.Superseded values are not recommended for survey control.
 JG0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0018.See file dsdata.txt to determine how the superseded data were derived.
 JG0018
 JG0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH683994(NAD 83)
 JG0018_MARKER: DB = BENCH MARK DISK
 JG0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0018_STAMPING: R 168 1934
 JG0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0018+STABILITY: SURFACE MOTION
 JG0018
 JG0018  HISTORY     - Date     Condition        Report By
 JG0018  HISTORY     - 1934     MONUMENTED       CGS
 JG0018  HISTORY     - 1956     MARK NOT FOUND   USGS
 JG0018
 JG0018                          STATION DESCRIPTION
 JG0018
 JG0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0018'9.1 MI N FROM ELLSWORTH.
 JG0018'9.1 MILES NORTH ALONG STATE HIGHWAY 14 FROM THE UNION PACIFIC
 JG0018'RAILROAD STATION AT ELLSWORTH, ELLSWORTH COUNTY, 0.7 MILE EAST
 JG0018'OF A RIGHT-ANGLE TURN IN THE HIGHWAY, BETWEEN SECS. 9 AND 16,
 JG0018'T. 14 S., R. 8 W., AT THE TOP OF A HILL, AT THE EDGE OF A FIELD,
 JG0018'AND 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 JG0018'DISK, STAMPED R 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JG0018
 JG0018                          STATION RECOVERY (1956)
 JG0018
 JG0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 JG0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0169 ***********************************************************************
 KG0169  DESIGNATION -  R 169
 KG0169  PID         -  KG0169
 KG0169  STATE/COUNTY-  KS/SMITH
 KG0169  USGS QUAD   -  SMITH CENTER (1973)
 KG0169
 KG0169                         *CURRENT SURVEY CONTROL
 KG0169  ___________________________________________________________________
 KG0169* NAD 83(1986)-  39 46 14.     (N)    098 49 13.     (W)     SCALED    
 KG0169* NAVD 88     -       529.172  (meters)    1736.13   (feet)  ADJUSTED  
 KG0169  ___________________________________________________________________
 KG0169  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 KG0169  DYNAMIC HT  -         528.839 (meters)    1735.03  (feet)  COMP
 KG0169  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 KG0169
 KG0169  VERT ORDER  -  SECOND    CLASS 0
 KG0169
 KG0169.The horizontal coordinates were scaled from a topographic map and have
 KG0169.an estimated accuracy of +/- 6 seconds.
 KG0169
 KG0169.The orthometric height was determined by differential leveling
 KG0169.and adjusted by the National Geodetic Survey in June 1991..
 KG0169
 KG0169.The geoid height was determined by GEOID03.
 KG0169
 KG0169.The dynamic height is computed by dividing the NAVD 88
 KG0169.geopotential number by the normal gravity value computed on the
 KG0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0169.degrees latitude (g = 980.6199 gals.).
 KG0169
 KG0169.The modeled gravity was interpolated from observed gravity values.
 KG0169
 KG0169;                    North         East    Units  Estimated Accuracy
 KG0169;SPC KS N     -   159,870.      329,720.      MT  (+/- 180 meters Scaled)
 KG0169
 KG0169                          SUPERSEDED SURVEY CONTROL
 KG0169
 KG0169  NGVD 29 (??/??/92)  528.968  (m)         1735.46   (f) ADJ UNCH    2 0
 KG0169
 KG0169.Superseded values are not recommended for survey control.
 KG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0169.See file dsdata.txt to determine how the superseded data were derived.
 KG0169
 KG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK153023(NAD 83)
 KG0169_MARKER: DB = BENCH MARK DISK
 KG0169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KG0169_SP_SET: CONCRETE CULVERT
 KG0169_STAMPING: R 169 1934
 KG0169_MARK LOGO: CGS   
 KG0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0169+STABILITY: SURFACE MOTION
 KG0169
 KG0169  HISTORY     - Date     Condition        Report By
 KG0169  HISTORY     - 1934     MONUMENTED       CGS
 KG0169  HISTORY     - 1987     GOOD             NOS
 KG0169
 KG0169                          STATION DESCRIPTION
 KG0169
 KG0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KG0169'2 MI W FROM SMITH CENTER.
 KG0169'2.0 MILES WEST OF ROCK ISLAND STATION AT SMITH CENTER IN THE CENTER
 KG0169'OF THE NORTH HEADWALL OF A CONCRETE CULVERT ON STATE HIGHWAY 8
 KG0169'AND U.S. HIGHWAY 36.
 KG0169
 KG0169                          STATION RECOVERY (1987)
 KG0169
 KG0169'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 KG0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0429 ***********************************************************************
 HE0429  DESIGNATION -  R 17
 HE0429  PID         -  HE0429
 HE0429  STATE/COUNTY-  KS/LABETTE
 HE0429  USGS QUAD   -  ALTAMONT (1974)
 HE0429
 HE0429                         *CURRENT SURVEY CONTROL
 HE0429  ___________________________________________________________________
 HE0429* NAD 83(1986)-  37 11 03.     (N)    095 16 04.     (W)     SCALED    
 HE0429* NAVD 88     -       275.471  (meters)     903.77   (feet)  ADJUSTED  
 HE0429  ___________________________________________________________________
 HE0429  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 HE0429  DYNAMIC HT  -         275.251 (meters)     903.05  (feet)  COMP
 HE0429  MODELED GRAV-     979,824.3   (mgal)                       NAVD 88
 HE0429
 HE0429  VERT ORDER  -  FIRST     CLASS II
 HE0429
 HE0429.The horizontal coordinates were scaled from a topographic map and have
 HE0429.an estimated accuracy of +/- 6 seconds.
 HE0429
 HE0429.The orthometric height was determined by differential leveling
 HE0429.and adjusted by the National Geodetic Survey in June 1991..
 HE0429
 HE0429.The geoid height was determined by GEOID03.
 HE0429
 HE0429.The dynamic height is computed by dividing the NAVD 88
 HE0429.geopotential number by the normal gravity value computed on the
 HE0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0429.degrees latitude (g = 980.6199 gals.).
 HE0429
 HE0429.The modeled gravity was interpolated from observed gravity values.
 HE0429
 HE0429;                    North         East    Units  Estimated Accuracy
 HE0429;SPC KS S     -   462,410.      686,960.      MT  (+/- 180 meters Scaled)
 HE0429
 HE0429                          SUPERSEDED SURVEY CONTROL
 HE0429
 HE0429  NGVD 29 (??/??/92)  275.345  (m)          903.36   (f) ADJ UNCH    1 2
 HE0429
 HE0429.Superseded values are not recommended for survey control.
 HE0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0429.See file dsdata.txt to determine how the superseded data were derived.
 HE0429
 HE0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB986177(NAD 83)
 HE0429_MARKER: DB = BENCH MARK DISK
 HE0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0429_STAMPING: R 17 1933
 HE0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0429+STABILITY: SURFACE MOTION
 HE0429
 HE0429  HISTORY     - Date     Condition        Report By
 HE0429  HISTORY     - 1933     MONUMENTED       CGS
 HE0429
 HE0429                          STATION DESCRIPTION
 HE0429
 HE0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0429'1.7 MI E FROM ALTAMONT.
 HE0429'ABOUT 1.7 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HE0429'FROM THE STATION AT ALTAMONT, LABETTE COUNTY, ABOUT 28-1/2 POLES
 HE0429'WEST OF MILEPOST 368, 20 FEET WEST OF THE CENTER OF A GRADE
 HE0429'CROSSING, 38 FEET SOUTH OF THE CENTER LINE OF THE TRACK, IN A
 HE0429'FENCE CORNER, AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK,
 HE0429'STAMPED R 17 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0043 ***********************************************************************
 KG0043  DESIGNATION -  R 172
 KG0043  PID         -  KG0043
 KG0043  STATE/COUNTY-  KS/JEWELL
 KG0043  USGS QUAD   -  BURR OAK (1968)
 KG0043
 KG0043                         *CURRENT SURVEY CONTROL
 KG0043  ___________________________________________________________________
 KG0043* NAD 83(1986)-  39 49 40.     (N)    098 17 13.     (W)     SCALED    
 KG0043* NAVD 88     -       550.133  (meters)    1804.89   (feet)  ADJUSTED  
 KG0043  ___________________________________________________________________
 KG0043  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 KG0043  DYNAMIC HT  -         549.793 (meters)    1803.78  (feet)  COMP
 KG0043  MODELED GRAV-     979,990.9   (mgal)                       NAVD 88
 KG0043
 KG0043  VERT ORDER  -  SECOND    CLASS 0
 KG0043
 KG0043.The horizontal coordinates were scaled from a topographic map and have
 KG0043.an estimated accuracy of +/- 6 seconds.
 KG0043
 KG0043.The orthometric height was determined by differential leveling
 KG0043.and adjusted by the National Geodetic Survey in June 1991..
 KG0043
 KG0043.The geoid height was determined by GEOID03.
 KG0043
 KG0043.The dynamic height is computed by dividing the NAVD 88
 KG0043.geopotential number by the normal gravity value computed on the
 KG0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0043.degrees latitude (g = 980.6199 gals.).
 KG0043
 KG0043.The modeled gravity was interpolated from observed gravity values.
 KG0043
 KG0043;                    North         East    Units  Estimated Accuracy
 KG0043;SPC KS N     -   165,950.      375,440.      MT  (+/- 180 meters Scaled)
 KG0043
 KG0043                          SUPERSEDED SURVEY CONTROL
 KG0043
 KG0043  NGVD 29 (??/??/92)  549.935  (m)         1804.25   (f) ADJ UNCH    2 0
 KG0043
 KG0043.Superseded values are not recommended for survey control.
 KG0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0043.See file dsdata.txt to determine how the superseded data were derived.
 KG0043
 KG0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK610088(NAD 83)
 KG0043_MARKER: DB = BENCH MARK DISK
 KG0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0043+STABILITY: SURFACE MOTION
 KG0043
 KG0043  HISTORY     - Date     Condition        Report By
 KG0043  HISTORY     - UNK      MONUMENTED       CGS
 KG0043  HISTORY     - 1934     GOOD             NGS
 KG0043  HISTORY     - 1941     GOOD             NGS
 KG0043
 KG0043                          STATION DESCRIPTION
 KG0043
 KG0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0043'3.3 MI E FROM OTEGO.
 KG0043'3.3 MILES EAST OF ROCK ISLAND STATION AT OTEGO 2 POLES WEST
 KG0043'OF MILE POST 226-30, ABOUT CENTER OF A CUT, 25 FEET SOUTH OF
 KG0043'CENTERLINE OF ROCK ISLAND RR TRACK, 15 FEET WEST OF CROSSING.
 KG0043
 KG0043                          STATION RECOVERY (1941)
 KG0043
 KG0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 KG0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0266 ***********************************************************************
 HE0266  DESIGNATION -  R 18
 HE0266  PID         -  HE0266
 HE0266  STATE/COUNTY-  KS/CHEROKEE
 HE0266  USGS QUAD   -  CRESTLINE (1978)
 HE0266
 HE0266                         *CURRENT SURVEY CONTROL
 HE0266  ___________________________________________________________________
 HE0266* NAD 83(1986)-  37 10 19.     (N)    094 41 09.     (W)     SCALED    
 HE0266* NAVD 88     -       259.453  (meters)     851.22   (feet)  ADJUSTED  
 HE0266  ___________________________________________________________________
 HE0266  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 HE0266  DYNAMIC HT  -         259.246 (meters)     850.54  (feet)  COMP
 HE0266  MODELED GRAV-     979,825.1   (mgal)                       NAVD 88
 HE0266
 HE0266  VERT ORDER  -  FIRST     CLASS II
 HE0266
 HE0266.The horizontal coordinates were scaled from a topographic map and have
 HE0266.an estimated accuracy of +/- 6 seconds.
 HE0266
 HE0266.The orthometric height was determined by differential leveling
 HE0266.and adjusted by the National Geodetic Survey in June 1991..
 HE0266
 HE0266.The geoid height was determined by GEOID03.
 HE0266
 HE0266.The dynamic height is computed by dividing the NAVD 88
 HE0266.geopotential number by the normal gravity value computed on the
 HE0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0266.degrees latitude (g = 980.6199 gals.).
 HE0266
 HE0266.The modeled gravity was interpolated from observed gravity values.
 HE0266
 HE0266;                    North         East    Units  Estimated Accuracy
 HE0266;SPC KS S     -   463,010.      738,650.      MT  (+/- 180 meters Scaled)
 HE0266
 HE0266                          SUPERSEDED SURVEY CONTROL
 HE0266
 HE0266  NGVD 29 (??/??/92)  259.352  (m)          850.89   (f) ADJ UNCH    1 2
 HE0266
 HE0266.Superseded values are not recommended for survey control.
 HE0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0266.See file dsdata.txt to determine how the superseded data were derived.
 HE0266
 HE0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB503152(NAD 83)
 HE0266_MARKER: DB = BENCH MARK DISK
 HE0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0266_STAMPING: R 18 1933
 HE0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0266+STABILITY: SURFACE MOTION
 HE0266
 HE0266  HISTORY     - Date     Condition        Report By
 HE0266  HISTORY     - 1933     MONUMENTED       CGS
 HE0266  HISTORY     - 1944     GOOD             NGS
 HE0266
 HE0266                          STATION DESCRIPTION
 HE0266
 HE0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0266'1 MI E FROM CRESTLINE.
 HE0266'1.0 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0266'CRESTLINE, CHEROKEE COUNTY, 4 POLES WEST OF MILEPOST 335,
 HE0266'3-1/2 RAILS EAST OF A GRADE CROSSING, 3 RAILS EAST OF A FENCE
 HE0266'AND CATTLEGUARD, 40 FEET SOUTH OF THE TRACK, AND 2 FEET NORTH
 HE0266'OF A FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 HE0266'NOTE-- NEARER FRISCO POLE 335+03.
 HE0266
 HE0266                          STATION RECOVERY (1944)
 HE0266
 HE0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 HE0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0089 ***********************************************************************
 HH0089  DESIGNATION -  R 180
 HH0089  PID         -  HH0089
 HH0089  STATE/COUNTY-  KS/CLARK
 HH0089  USGS QUAD   -  MINNEOLA (1967)
 HH0089
 HH0089                         *CURRENT SURVEY CONTROL
 HH0089  ___________________________________________________________________
 HH0089* NAD 83(1986)-  37 24 51.     (N)    100 00 55.     (W)     SCALED    
 HH0089* NAVD 88     -       776.311  (meters)    2546.95   (feet)  ADJUSTED  
 HH0089  ___________________________________________________________________
 HH0089  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 HH0089  DYNAMIC HT  -         775.606 (meters)    2544.63  (feet)  COMP
 HH0089  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 HH0089
 HH0089  VERT ORDER  -  SECOND    CLASS 0
 HH0089
 HH0089.The horizontal coordinates were scaled from a topographic map and have
 HH0089.an estimated accuracy of +/- 6 seconds.
 HH0089
 HH0089.The orthometric height was determined by differential leveling
 HH0089.and adjusted by the National Geodetic Survey in June 1991..
 HH0089
 HH0089.The geoid height was determined by GEOID03.
 HH0089
 HH0089.The dynamic height is computed by dividing the NAVD 88
 HH0089.geopotential number by the normal gravity value computed on the
 HH0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0089.degrees latitude (g = 980.6199 gals.).
 HH0089
 HH0089.The modeled gravity was interpolated from observed gravity values.
 HH0089
 HH0089;                    North         East    Units  Estimated Accuracy
 HH0089;SPC KS S     -   484,050.      265,870.      MT  (+/- 180 meters Scaled)
 HH0089
 HH0089                          SUPERSEDED SURVEY CONTROL
 HH0089
 HH0089  NGVD 29 (??/??/92)  775.978  (m)         2545.85   (f) ADJ UNCH    2 0
 HH0089
 HH0089.Superseded values are not recommended for survey control.
 HH0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0089.See file dsdata.txt to determine how the superseded data were derived.
 HH0089
 HH0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG101413(NAD 83)
 HH0089_MARKER: DB = BENCH MARK DISK
 HH0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0089_STAMPING: R-180 1934
 HH0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0089+STABILITY: SURFACE MOTION
 HH0089
 HH0089  HISTORY     - Date     Condition        Report By
 HH0089  HISTORY     - 1934     MONUMENTED       CGS
 HH0089  HISTORY     - 19401212 MARK NOT FOUND   LOCENG
 HH0089
 HH0089                          STATION DESCRIPTION
 HH0089
 HH0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0089'1.8 MI S FROM MINNEOLA.
 HH0089'1.8 MILES SOUTH OF HIGH-SCHOOL AT MINNEOLA, 99 FEET EAST OF
 HH0089'CENTER LINE OF HIGHWAY 283, 24 FEET SOUTH OF SECTION LINE ROAD.
 HH0089
 HH0089                          STATION RECOVERY (1940)
 HH0089
 HH0089'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 HH0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0492 ***********************************************************************
 HG0492  DESIGNATION -  R 181
 HG0492  PID         -  HG0492
 HG0492  STATE/COUNTY-  KS/CLARK
 HG0492  USGS QUAD   -  ENGLEWOOD (1972)
 HG0492
 HG0492                         *CURRENT SURVEY CONTROL
 HG0492  ___________________________________________________________________
 HG0492* NAD 83(1986)-  37 02 18.     (N)    099 59 00.     (W)     SCALED    
 HG0492* NAVD 88     -       600.695  (meters)    1970.78   (feet)  ADJUSTED  
 HG0492  ___________________________________________________________________
 HG0492  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 HG0492  DYNAMIC HT  -         600.147 (meters)    1968.98  (feet)  COMP
 HG0492  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 HG0492
 HG0492  VERT ORDER  -  SECOND    CLASS 0
 HG0492
 HG0492.The horizontal coordinates were scaled from a topographic map and have
 HG0492.an estimated accuracy of +/- 6 seconds.
 HG0492
 HG0492.The orthometric height was determined by differential leveling
 HG0492.and adjusted by the National Geodetic Survey in June 1991..
 HG0492
 HG0492.The geoid height was determined by GEOID03.
 HG0492
 HG0492.The dynamic height is computed by dividing the NAVD 88
 HG0492.geopotential number by the normal gravity value computed on the
 HG0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0492.degrees latitude (g = 980.6199 gals.).
 HG0492
 HG0492.The modeled gravity was interpolated from observed gravity values.
 HG0492
 HG0492;                    North         East    Units  Estimated Accuracy
 HG0492;SPC KS S     -   442,300.      268,030.      MT  (+/- 180 meters Scaled)
 HG0492
 HG0492                          SUPERSEDED SURVEY CONTROL
 HG0492
 HG0492  NGVD 29 (??/??/92)  600.405  (m)         1969.83   (f) ADJ UNCH    2 0
 HG0492
 HG0492.Superseded values are not recommended for survey control.
 HG0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0492.See file dsdata.txt to determine how the superseded data were derived.
 HG0492
 HG0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF125995(NAD 83)
 HG0492_MARKER: DB = BENCH MARK DISK
 HG0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0492_SP_SET: STEP
 HG0492_STAMPING: R-181 1934
 HG0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0492
 HG0492  HISTORY     - Date     Condition        Report By
 HG0492  HISTORY     - 1934     MONUMENTED       CGS
 HG0492
 HG0492                          STATION DESCRIPTION
 HG0492
 HG0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0492'AT ENGLEWOOD.
 HG0492'AT ENGLEWOOD 270 FEET WEST OF ATCHISON TOPEKA AND SANTA FE
 HG0492'RAILROAD STATION 95 FEET WEST OF WATER TANK, 20 FEET NORTH OF
 HG0492'NEAREST RAIL OF MAIN TRACK, ON SOUTH WALL OF CONCRETE STEP DOWN
 HG0492'INTO WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0472 ***********************************************************************
 HG0472  DESIGNATION -  R 182
 HG0472  PID         -  HG0472
 HG0472  STATE/COUNTY-  KS/COMANCHE
 HG0472  USGS QUAD   -  COLDWATER (1979)
 HG0472
 HG0472                         *CURRENT SURVEY CONTROL
 HG0472  ___________________________________________________________________
 HG0472* NAD 83(1986)-  37 19 39.     (N)    099 15 02.     (W)     SCALED    
 HG0472* NAVD 88     -       644.874  (meters)    2115.72   (feet)  ADJUSTED  
 HG0472  ___________________________________________________________________
 HG0472  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 HG0472  DYNAMIC HT  -         644.305 (meters)    2113.86  (feet)  COMP
 HG0472  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 HG0472
 HG0472  VERT ORDER  -  SECOND    CLASS 0
 HG0472
 HG0472.The horizontal coordinates were scaled from a topographic map and have
 HG0472.an estimated accuracy of +/- 6 seconds.
 HG0472
 HG0472.The orthometric height was determined by differential leveling
 HG0472.and adjusted by the National Geodetic Survey in June 1991..
 HG0472
 HG0472.The geoid height was determined by GEOID03.
 HG0472
 HG0472.The dynamic height is computed by dividing the NAVD 88
 HG0472.geopotential number by the normal gravity value computed on the
 HG0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0472.degrees latitude (g = 980.6199 gals.).
 HG0472
 HG0472.The modeled gravity was interpolated from observed gravity values.
 HG0472
 HG0472;                    North         East    Units  Estimated Accuracy
 HG0472;SPC KS S     -   473,610.      333,480.      MT  (+/- 180 meters Scaled)
 HG0472
 HG0472                          SUPERSEDED SURVEY CONTROL
 HG0472
 HG0472  NGVD 29 (??/??/92)  644.602  (m)         2114.83   (f) ADJ UNCH    2 0
 HG0472
 HG0472.Superseded values are not recommended for survey control.
 HG0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0472.See file dsdata.txt to determine how the superseded data were derived.
 HG0472
 HG0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG778312(NAD 83)
 HG0472_MARKER: DB = BENCH MARK DISK
 HG0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0472_STAMPING: R 182 1934
 HG0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0472+STABILITY: SURFACE MOTION
 HG0472
 HG0472  HISTORY     - Date     Condition        Report By
 HG0472  HISTORY     - 1934     MONUMENTED       CGS
 HG0472  HISTORY     - 1940     GOOD             NGS
 HG0472
 HG0472                          STATION DESCRIPTION
 HG0472
 HG0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0472'2.6 MI SW FROM WILMORE.
 HG0472'ALONG THE RIGHT-OF-WAY OF THE ATCHISON, TOPEKA, AND SANTA FE
 HG0472'RR.  204 FEET WEST OF MILE POST NO. 119.  96 FEET NORTHWEST OF
 HG0472'THE NEAREST RAIL.  11 RAILS NORTH OF RAILROAD CULVERT 119A.  4.0
 HG0472'FEET SOUTH OF A 4X4 INCH WOODEN POST PAINTED WHITE PROJECTING 3.0
 HG0472'FEET.  STD. DISK BM IN CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0233 ***********************************************************************
 HG0233  DESIGNATION -  R 183
 HG0233  PID         -  HG0233
 HG0233  STATE/COUNTY-  KS/BARBER
 HG0233  USGS QUAD   -  KIOWA (1972)
 HG0233
 HG0233                         *CURRENT SURVEY CONTROL
 HG0233  ___________________________________________________________________
 HG0233* NAD 83(1986)-  37 00 25.     (N)    098 29 25.     (W)     SCALED    
 HG0233* NAVD 88     -       401.080  (meters)    1315.88   (feet)  ADJUSTED  
 HG0233  ___________________________________________________________________
 HG0233  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0233  DYNAMIC HT  -         400.733 (meters)    1314.74  (feet)  COMP
 HG0233  MODELED GRAV-     979,753.6   (mgal)                       NAVD 88
 HG0233
 HG0233  VERT ORDER  -  SECOND    CLASS 0
 HG0233
 HG0233.The horizontal coordinates were scaled from a topographic map and have
 HG0233.an estimated accuracy of +/- 6 seconds.
 HG0233
 HG0233.The orthometric height was determined by differential leveling
 HG0233.and adjusted by the National Geodetic Survey in June 1991..
 HG0233
 HG0233.The geoid height was determined by GEOID03.
 HG0233
 HG0233.The dynamic height is computed by dividing the NAVD 88
 HG0233.geopotential number by the normal gravity value computed on the
 HG0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0233.degrees latitude (g = 980.6199 gals.).
 HG0233
 HG0233.The modeled gravity was interpolated from observed gravity values.
 HG0233
 HG0233;                    North         East    Units  Estimated Accuracy
 HG0233;SPC KS S     -   437,770.      400,870.      MT  (+/- 180 meters Scaled)
 HG0233
 HG0233                          SUPERSEDED SURVEY CONTROL
 HG0233
 HG0233  NGVD 29 (??/??/92)  400.898  (m)         1315.28   (f) ADJ UNCH    2 0
 HG0233
 HG0233.Superseded values are not recommended for survey control.
 HG0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0233.See file dsdata.txt to determine how the superseded data were derived.
 HG0233
 HG0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF453957(NAD 83)
 HG0233_MARKER: DB = BENCH MARK DISK
 HG0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0233_STAMPING: R 183 1934
 HG0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0233+STABILITY: SURFACE MOTION
 HG0233
 HG0233  HISTORY     - Date     Condition        Report By
 HG0233  HISTORY     - 1934     MONUMENTED       CGS
 HG0233  HISTORY     - 1972     POOR             USGS
 HG0233
 HG0233                          STATION DESCRIPTION
 HG0233
 HG0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0233'0.9 MI S FROM KIOWA.
 HG0233'0.9 MILES SOUTH OF A.T. AND SF. RR. STATION AT KIOWA 75 FEET
 HG0233'SOUTHEAST OF INTERSECTION OF ATCHISON TOPEKA AND SANTA FE
 HG0233'RAILROAD AND MISSOURI PACIFIC RAILROAD, 75 FEET WEST OF CENTER
 HG0233'LINE OF KANSAS STATE HIGHWAY 8, 24 FEET NORTH OF CENTER LINE OF
 HG0233'ROAD TURNING OFF OF HIGHWAY, 20 FEET SOUTH OF NEAREST RAIL OF
 HG0233'TRACK.
 HG0233
 HG0233                          STATION RECOVERY (1972)
 HG0233
 HG0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HG0233'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0289 ***********************************************************************
 HG0289  DESIGNATION -  R 184
 HG0289  PID         -  HG0289
 HG0289  STATE/COUNTY-  KS/BARBER
 HG0289  USGS QUAD   -  MEDICINE LODGE (1973)
 HG0289
 HG0289                         *CURRENT SURVEY CONTROL
 HG0289  ___________________________________________________________________
 HG0289* NAD 83(1986)-  37 22 17.     (N)    098 35 16.     (W)     SCALED    
 HG0289* NAVD 88     -       483.629  (meters)    1586.71   (feet)  ADJUSTED  
 HG0289  ___________________________________________________________________
 HG0289  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 HG0289  DYNAMIC HT  -         483.215 (meters)    1585.35  (feet)  COMP
 HG0289  MODELED GRAV-     979,759.5   (mgal)                       NAVD 88
 HG0289
 HG0289  VERT ORDER  -  SECOND    CLASS 0
 HG0289
 HG0289.The horizontal coordinates were scaled from a topographic map and have
 HG0289.an estimated accuracy of +/- 6 seconds.
 HG0289
 HG0289.The orthometric height was determined by differential leveling
 HG0289.and adjusted by the National Geodetic Survey in June 1991..
 HG0289
 HG0289.The geoid height was determined by GEOID03.
 HG0289
 HG0289.The dynamic height is computed by dividing the NAVD 88
 HG0289.geopotential number by the normal gravity value computed on the
 HG0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0289.degrees latitude (g = 980.6199 gals.).
 HG0289
 HG0289.The modeled gravity was interpolated from observed gravity values.
 HG0289
 HG0289;                    North         East    Units  Estimated Accuracy
 HG0289;SPC KS S     -   478,220.      392,230.      MT  (+/- 180 meters Scaled)
 HG0289
 HG0289                          SUPERSEDED SURVEY CONTROL
 HG0289
 HG0289  NGVD 29 (??/??/92)  483.412  (m)         1585.99   (f) ADJ UNCH    2 0
 HG0289
 HG0289.Superseded values are not recommended for survey control.
 HG0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0289.See file dsdata.txt to determine how the superseded data were derived.
 HG0289
 HG0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG364361(NAD 83)
 HG0289_MARKER: DB = BENCH MARK DISK
 HG0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0289_STAMPING: R 184 1934
 HG0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0289+STABILITY: SURFACE MOTION
 HG0289
 HG0289  HISTORY     - Date     Condition        Report By
 HG0289  HISTORY     - 1934     MONUMENTED       CGS
 HG0289  HISTORY     - 1971     MARK NOT FOUND   USGS
 HG0289
 HG0289                          STATION DESCRIPTION
 HG0289
 HG0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0289'6.8 MI NW FROM MEDICINE LODGE.
 HG0289'6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 281 FROM THE LINCOLN
 HG0289'LIBRARY AT MEDICINE LODGE, BARBER COUNTY, 60 FEET WEST OF THE
 HG0289'WEST BANK OF ELM CREEK, 30 FEET EAST OF THE CENTER LINE OF THE
 HG0289'HIGHWAY, AND AT THE NORTH END OF A GATE.  A STANDARD DISK,
 HG0289'STAMPED R 184 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0289
 HG0289                          STATION RECOVERY (1971)
 HG0289
 HG0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HG0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0222 ***********************************************************************
 HG0222  DESIGNATION -  R 185
 HG0222  PID         -  HG0222
 HG0222  STATE/COUNTY-  KS/HARPER
 HG0222  USGS QUAD   -  SPRING (1972)
 HG0222
 HG0222                         *CURRENT SURVEY CONTROL
 HG0222  ___________________________________________________________________
 HG0222* NAD 83(1986)-  37 06 34.     (N)    098 05 54.     (W)     SCALED    
 HG0222* NAVD 88     -       407.264  (meters)    1336.17   (feet)  ADJUSTED  
 HG0222  ___________________________________________________________________
 HG0222  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 HG0222  DYNAMIC HT  -         406.922 (meters)    1335.04  (feet)  COMP
 HG0222  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 HG0222
 HG0222  VERT ORDER  -  SECOND    CLASS 0
 HG0222
 HG0222.The horizontal coordinates were scaled from a topographic map and have
 HG0222.an estimated accuracy of +/- 6 seconds.
 HG0222
 HG0222.The orthometric height was determined by differential leveling
 HG0222.and adjusted by the National Geodetic Survey in June 1991..
 HG0222
 HG0222.The geoid height was determined by GEOID03.
 HG0222
 HG0222.The dynamic height is computed by dividing the NAVD 88
 HG0222.geopotential number by the normal gravity value computed on the
 HG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0222.degrees latitude (g = 980.6199 gals.).
 HG0222
 HG0222.The modeled gravity was interpolated from observed gravity values.
 HG0222
 HG0222;                    North         East    Units  Estimated Accuracy
 HG0222;SPC KS S     -   449,220.      435,700.      MT  (+/- 180 meters Scaled)
 HG0222
 HG0222                          SUPERSEDED SURVEY CONTROL
 HG0222
 HG0222  NGVD 29 (??/??/92)  407.136  (m)         1335.75   (f) ADJ UNCH    2 0
 HG0222
 HG0222.Superseded values are not recommended for survey control.
 HG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0222.See file dsdata.txt to determine how the superseded data were derived.
 HG0222
 HG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG801073(NAD 83)
 HG0222_MARKER: DB = BENCH MARK DISK
 HG0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0222_STAMPING: R-185 1934
 HG0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0222+STABILITY: SURFACE MOTION
 HG0222
 HG0222  HISTORY     - Date     Condition        Report By
 HG0222  HISTORY     - 1934     MONUMENTED       CGS
 HG0222  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0222
 HG0222                          STATION DESCRIPTION
 HG0222
 HG0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0222'4.8 MI S FROM ANTHONY.
 HG0222'4.8 MILES SOUTH OF A.T. AND SF. RR. STATION AT ANTHONY 0.25
 HG0222'MILE NORTHEAST OF HAYTER, 115 FEET SOUTH OF MISSOURI PACIFIC
 HG0222'RAILROAD TRACK, 90 FEET SOUTHWEST OF MISSOURI PACIFIC MILEPOST
 HG0222'546-15, 42 FEET NORTHWEST OF NEAREST RAIL OF ATCHISON TOPEKA AND
 HG0222'SANTA FE TRACK, 25 FEET EAST OF 3RD. POLE SOUTH OF ATCHISON
 HG0222'TOPEKA AND SANTA FE RAILROAD MILEPOST 271.
 HG0222
 HG0222                          STATION RECOVERY (1986)
 HG0222
 HG0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0222'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0353 ***********************************************************************
 JH0353  DESIGNATION -  R 19
 JH0353  PID         -  JH0353
 JH0353  STATE/COUNTY-  KS/GREELEY
 JH0353  USGS QUAD   -  NORTH OF TRIBUNE (1970)
 JH0353
 JH0353                         *CURRENT SURVEY CONTROL
 JH0353  ___________________________________________________________________
 JH0353* NAD 83(1986)-  38 34 54.     (N)    101 45 09.     (W)     SCALED    
 JH0353* NAVD 88     -      1108.534  (meters)    3636.92   (feet)  ADJUSTED  
 JH0353  ___________________________________________________________________
 JH0353  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 JH0353  DYNAMIC HT  -        1107.545 (meters)    3633.67  (feet)  COMP
 JH0353  MODELED GRAV-     979,698.7   (mgal)                       NAVD 88
 JH0353
 JH0353  VERT ORDER  -  SECOND    CLASS 0
 JH0353
 JH0353.The horizontal coordinates were scaled from a topographic map and have
 JH0353.an estimated accuracy of +/- 6 seconds.
 JH0353
 JH0353.The orthometric height was determined by differential leveling
 JH0353.and adjusted by the National Geodetic Survey in June 1991..
 JH0353
 JH0353.The geoid height was determined by GEOID03.
 JH0353
 JH0353.The dynamic height is computed by dividing the NAVD 88
 JH0353.geopotential number by the normal gravity value computed on the
 JH0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0353.degrees latitude (g = 980.6199 gals.).
 JH0353
 JH0353.The modeled gravity was interpolated from observed gravity values.
 JH0353
 JH0353;                    North         East    Units  Estimated Accuracy
 JH0353;SPC KS S     -   617,490.      116,650.      MT  (+/- 180 meters Scaled)
 JH0353
 JH0353                          SUPERSEDED SURVEY CONTROL
 JH0353
 JH0353  NGVD 29 (??/??/92) 1108.088  (m)         3635.45   (f) ADJ UNCH    2 0
 JH0353
 JH0353.Superseded values are not recommended for survey control.
 JH0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0353.See file dsdata.txt to determine how the superseded data were derived.
 JH0353
 JH0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH602739(NAD 83)
 JH0353_MARKER: DB = BENCH MARK DISK
 JH0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0353_STAMPING: R 19 1934
 JH0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0353+STABILITY: SURFACE MOTION
 JH0353
 JH0353  HISTORY     - Date     Condition        Report By
 JH0353  HISTORY     - 1934     MONUMENTED       CGS
 JH0353  HISTORY     - 1968     MARK NOT FOUND   USGS
 JH0353
 JH0353                          STATION DESCRIPTION
 JH0353
 JH0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0353'7.8 MI N FROM TRIBUNE.
 JH0353'7.8 MILES NORTH ALONG STATE HIGHWAY 27 FROM TRIBUNE, GREELEY
 JH0353'COUNTY, AT THE NORTHEAST CORNER OF SECTION 17, T 17 S, R 40 W,
 JH0353'AT A ROAD INTERSECTION, 70 FEET WEST OF THE CENTERLINE OF THE
 JH0353'HIGHWAY, AND 27 FEET SOUTH OF THE EAST-AND-WEST SECTION-LINE
 JH0353'ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 JH0353
 JH0353                          STATION RECOVERY (1968)
 JH0353
 JH0353'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JH0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0047 ***********************************************************************
 JH0047  DESIGNATION -  R 190
 JH0047  PID         -  JH0047
 JH0047  STATE/COUNTY-  KS/FINNEY
 JH0047  USGS QUAD   -  KALVESTA (1974)
 JH0047
 JH0047                         *CURRENT SURVEY CONTROL
 JH0047  ___________________________________________________________________
 JH0047* NAD 83(1986)-  38 03 33.     (N)    100 20 09.     (W)     SCALED    
 JH0047* NAVD 88     -       814.975  (meters)    2673.80   (feet)  ADJUSTED  
 JH0047  ___________________________________________________________________
 JH0047  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 JH0047  DYNAMIC HT  -         814.277 (meters)    2671.51  (feet)  COMP
 JH0047  MODELED GRAV-     979,745.7   (mgal)                       NAVD 88
 JH0047
 JH0047  VERT ORDER  -  SECOND    CLASS 0
 JH0047
 JH0047.The horizontal coordinates were scaled from a topographic map and have
 JH0047.an estimated accuracy of +/- 6 seconds.
 JH0047
 JH0047.The orthometric height was determined by differential leveling
 JH0047.and adjusted by the National Geodetic Survey in June 1991..
 JH0047
 JH0047.The geoid height was determined by GEOID03.
 JH0047
 JH0047.The dynamic height is computed by dividing the NAVD 88
 JH0047.geopotential number by the normal gravity value computed on the
 JH0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0047.degrees latitude (g = 980.6199 gals.).
 JH0047
 JH0047.The modeled gravity was interpolated from observed gravity values.
 JH0047
 JH0047;                    North         East    Units  Estimated Accuracy
 JH0047;SPC KS S     -   556,130.      238,900.      MT  (+/- 180 meters Scaled)
 JH0047
 JH0047                          SUPERSEDED SURVEY CONTROL
 JH0047
 JH0047  NGVD 29 (??/??/92)  814.664  (m)         2672.78   (f) ADJ UNCH    2 0
 JH0047
 JH0047.Superseded values are not recommended for survey control.
 JH0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0047.See file dsdata.txt to determine how the superseded data were derived.
 JH0047
 JH0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH828132(NAD 83)
 JH0047_MARKER: DB = BENCH MARK DISK
 JH0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0047_STAMPING: R-190 1934
 JH0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0047+STABILITY: SURFACE MOTION
 JH0047
 JH0047  HISTORY     - Date     Condition        Report By
 JH0047  HISTORY     - 1934     MONUMENTED       CGS
 JH0047  HISTORY     - 1965     MARK NOT FOUND   USGS
 JH0047
 JH0047                          STATION DESCRIPTION
 JH0047
 JH0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JH0047'2.7 MI W FROM KALVESTA.
 JH0047'2.7 MILES WEST OF POST OFFICE, AT KALVESTA 50 FEET NORTH OF THE
 JH0047'CENTERLINE OF U.S. HIGHWAY 50-N.
 JH0047
 JH0047                          STATION RECOVERY (1965)
 JH0047
 JH0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JH0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0201 ***********************************************************************
 HH0201  DESIGNATION -  R 191
 HH0201  PID         -  HH0201
 HH0201  STATE/COUNTY-  KS/GRAY
 HH0201  USGS QUAD   -  COPELAND SE (1969)
 HH0201
 HH0201                         *CURRENT SURVEY CONTROL
 HH0201  ___________________________________________________________________
 HH0201* NAD 83(1986)-  37 34 37.     (N)    100 31 22.     (W)     SCALED    
 HH0201* NAVD 88     -       843.009  (meters)    2765.77   (feet)  ADJUSTED  
 HH0201  ___________________________________________________________________
 HH0201  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 HH0201  DYNAMIC HT  -         842.234 (meters)    2763.23  (feet)  COMP
 HH0201  MODELED GRAV-     979,682.3   (mgal)                       NAVD 88
 HH0201
 HH0201  VERT ORDER  -  SECOND    CLASS 0
 HH0201
 HH0201.The horizontal coordinates were scaled from a topographic map and have
 HH0201.an estimated accuracy of +/- 6 seconds.
 HH0201
 HH0201.The orthometric height was determined by differential leveling
 HH0201.and adjusted by the National Geodetic Survey in June 1991..
 HH0201
 HH0201.The geoid height was determined by GEOID03.
 HH0201
 HH0201.The dynamic height is computed by dividing the NAVD 88
 HH0201.geopotential number by the normal gravity value computed on the
 HH0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0201.degrees latitude (g = 980.6199 gals.).
 HH0201
 HH0201.The modeled gravity was interpolated from observed gravity values.
 HH0201
 HH0201;                    North         East    Units  Estimated Accuracy
 HH0201;SPC KS S     -   502,970.      221,340.      MT  (+/- 180 meters Scaled)
 HH0201
 HH0201                          SUPERSEDED SURVEY CONTROL
 HH0201
 HH0201  NGVD 29 (??/??/92)  842.645  (m)         2764.58   (f) ADJ UNCH    2 0
 HH0201
 HH0201.Superseded values are not recommended for survey control.
 HH0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0201.See file dsdata.txt to determine how the superseded data were derived.
 HH0201
 HH0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG655599(NAD 83)
 HH0201_MARKER: DB = BENCH MARK DISK
 HH0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0201_STAMPING: R-191 1934
 HH0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0201+STABILITY: SURFACE MOTION
 HH0201
 HH0201  HISTORY     - Date     Condition        Report By
 HH0201  HISTORY     - 1934     MONUMENTED       CGS
 HH0201  HISTORY     - 1967     GOOD             USGS
 HH0201
 HH0201                          STATION DESCRIPTION
 HH0201
 HH0201'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HH0201'6.3 MI NE FROM COPELAND.
 HH0201'COPELAND, GRAY COUNTY, ABOUT 6.3 MI. NE ALONG THE A.T. AND S.F.
 HH0201'RY. FROM THE STTION AT, T. 28 S., R. 29 W., NEAR THE W. 1/16
 HH0201'COR. BETWEEN SECS. 29 AND 32, 3.0 FT. N. OF THE SIXTH POLE
 HH0201'NE OF MILEMARKER 31, 127 FT. NW AND 2.4 FT. LOWER THAN U.S.
 HH0201'HWY. 56, 5 FT. SE OF TRACK, IN CONC. POST PROJECTING 0.1 FT.,
 HH0201'A USC AND GS DISK STAMPED R-191 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0557 ***********************************************************************
 HG0557  DESIGNATION -  R 192
 HG0557  PID         -  HG0557
 HG0557  STATE/COUNTY-  KS/FORD
 HG0557  USGS QUAD   -  OFFERLE (1972)
 HG0557
 HG0557                         *CURRENT SURVEY CONTROL
 HG0557  ___________________________________________________________________
 HG0557* NAD 83(1986)-  37 53 01.     (N)    099 35 51.     (W)     SCALED    
 HG0557* NAVD 88     -       701.008  (meters)    2299.89   (feet)  ADJUSTED  
 HG0557  ___________________________________________________________________
 HG0557  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 HG0557  DYNAMIC HT  -         700.424 (meters)    2297.97  (feet)  COMP
 HG0557  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 HG0557
 HG0557  VERT ORDER  -  SECOND    CLASS 0
 HG0557
 HG0557.The horizontal coordinates were scaled from a topographic map and have
 HG0557.an estimated accuracy of +/- 6 seconds.
 HG0557
 HG0557.The orthometric height was determined by differential leveling
 HG0557.and adjusted by the National Geodetic Survey in June 1991..
 HG0557
 HG0557.The geoid height was determined by GEOID03.
 HG0557
 HG0557.The dynamic height is computed by dividing the NAVD 88
 HG0557.geopotential number by the normal gravity value computed on the
 HG0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0557.degrees latitude (g = 980.6199 gals.).
 HG0557
 HG0557.The modeled gravity was interpolated from observed gravity values.
 HG0557
 HG0557;                    North         East    Units  Estimated Accuracy
 HG0557;SPC KS S     -   535,630.      303,460.      MT  (+/- 180 meters Scaled)
 HG0557
 HG0557                          SUPERSEDED SURVEY CONTROL
 HG0557
 HG0557  NGVD 29 (??/??/92)  700.724  (m)         2298.96   (f) ADJ UNCH    2 0
 HG0557
 HG0557.Superseded values are not recommended for survey control.
 HG0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0557.See file dsdata.txt to determine how the superseded data were derived.
 HG0557
 HG0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG474930(NAD 83)
 HG0557_MARKER: DB = BENCH MARK DISK
 HG0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0557_STAMPING: R 192 1934
 HG0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0557+STABILITY: SURFACE MOTION
 HG0557
 HG0557  HISTORY     - Date     Condition        Report By
 HG0557  HISTORY     - 1934     MONUMENTED       CGS
 HG0557
 HG0557                          STATION DESCRIPTION
 HG0557
 HG0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0557'9.1 MI E FROM SPEARVILLE.
 HG0557'ABOUT 9.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0557'RAILWAY FROM THE MAIN STREET CROSSING AT SPEARVILLE, FORD COUNTY,
 HG0557'ABOUT 132 FEET NORTHEAST OF MILEPOST 327, 48 FEET SOUTH OF THE
 HG0557'CENTER LINE OF U.S. HIGHWAY 50 S, AND 45 FEET NORTH OF THE CENTER
 HG0557'LINE OF THE TRACK.  A STANDARD DISK, STAMPED R 192 1934 AND SET
 HG0557'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0384 ***********************************************************************
 HG0384  DESIGNATION -  R 193
 HG0384  PID         -  HG0384
 HG0384  STATE/COUNTY-  KS/EDWARDS
 HG0384  USGS QUAD   -  KINSLEY SW (1984)
 HG0384
 HG0384                         *CURRENT SURVEY CONTROL
 HG0384  ___________________________________________________________________
 HG0384* NAD 83(1986)-  37 50 24.     (N)    099 22 54.     (W)     SCALED    
 HG0384* NAVD 88     -       672.006  (meters)    2204.74   (feet)  ADJUSTED  
 HG0384  ___________________________________________________________________
 HG0384  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 HG0384  DYNAMIC HT  -         671.450 (meters)    2202.92  (feet)  COMP
 HG0384  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 HG0384
 HG0384  VERT ORDER  -  SECOND    CLASS 0
 HG0384
 HG0384.The horizontal coordinates were scaled from a topographic map and have
 HG0384.an estimated accuracy of +/- 6 seconds.
 HG0384
 HG0384.The orthometric height was determined by differential leveling
 HG0384.and adjusted by the National Geodetic Survey in June 1991..
 HG0384
 HG0384.The geoid height was determined by GEOID03.
 HG0384
 HG0384.The dynamic height is computed by dividing the NAVD 88
 HG0384.geopotential number by the normal gravity value computed on the
 HG0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0384.degrees latitude (g = 980.6199 gals.).
 HG0384
 HG0384.The modeled gravity was interpolated from observed gravity values.
 HG0384
 HG0384;                    North         East    Units  Estimated Accuracy
 HG0384;SPC KS S     -   530,590.      322,400.      MT  (+/- 180 meters Scaled)
 HG0384
 HG0384                          SUPERSEDED SURVEY CONTROL
 HG0384
 HG0384  NGVD 29 (??/??/92)  671.740  (m)         2203.87   (f) ADJ UNCH    2 0
 HG0384
 HG0384.Superseded values are not recommended for survey control.
 HG0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0384.See file dsdata.txt to determine how the superseded data were derived.
 HG0384
 HG0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG664881(NAD 83)
 HG0384_MARKER: DB = BENCH MARK DISK
 HG0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0384_STAMPING: R 193 1934
 HG0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0384+STABILITY: SURFACE MOTION
 HG0384
 HG0384  HISTORY     - Date     Condition        Report By
 HG0384  HISTORY     - 1934     MONUMENTED       CGS
 HG0384
 HG0384                          STATION DESCRIPTION
 HG0384
 HG0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0384'5.6 MI S FROM KINSLEY.
 HG0384'5.6 MILES SOUTH OF AT AND SF RR DEPOT AT KINSLEY 58 FEET EAST OF
 HG0384'CENTERLINE OF STATE HIGHWAY 1.  48 FEET SOUTH OF SIDE ROAD TO THE
 HG0384'EAST.  2 FEET SOUTH OF FENCE CORNER.  1 FOOT WEST OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0528 ***********************************************************************
 JG0528  DESIGNATION -  R 194
 JG0528  PID         -  JG0528
 JG0528  STATE/COUNTY-  KS/NESS
 JG0528  USGS QUAD   -  MC CRACKEN SW (1966)
 JG0528
 JG0528                         *CURRENT SURVEY CONTROL
 JG0528  ___________________________________________________________________
 JG0528* NAD 83(1986)-  38 35 46.     (N)    099 39 26.     (W)     SCALED    
 JG0528* NAVD 88     -       680.245  (meters)    2231.77   (feet)  ADJUSTED  
 JG0528  ___________________________________________________________________
 JG0528  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 JG0528  DYNAMIC HT  -         679.714 (meters)    2230.03  (feet)  COMP
 JG0528  MODELED GRAV-     979,824.9   (mgal)                       NAVD 88
 JG0528
 JG0528  VERT ORDER  -  SECOND    CLASS 0
 JG0528
 JG0528.The horizontal coordinates were scaled from a topographic map and have
 JG0528.an estimated accuracy of +/- 6 seconds.
 JG0528
 JG0528.The orthometric height was determined by differential leveling
 JG0528.and adjusted by the National Geodetic Survey in June 1991..
 JG0528
 JG0528.The geoid height was determined by GEOID03.
 JG0528
 JG0528.The dynamic height is computed by dividing the NAVD 88
 JG0528.geopotential number by the normal gravity value computed on the
 JG0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0528.degrees latitude (g = 980.6199 gals.).
 JG0528
 JG0528.The modeled gravity was interpolated from observed gravity values.
 JG0528
 JG0528;                    North         East    Units  Estimated Accuracy
 JG0528;SPC KS S     -   614,770.      299,190.      MT  (+/- 180 meters Scaled)
 JG0528
 JG0528                          SUPERSEDED SURVEY CONTROL
 JG0528
 JG0528  NGVD 29 (??/??/92)  679.958  (m)         2230.83   (f) ADJ UNCH    2 0
 JG0528
 JG0528.Superseded values are not recommended for survey control.
 JG0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0528.See file dsdata.txt to determine how the superseded data were derived.
 JG0528
 JG0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH427721(NAD 83)
 JG0528_MARKER: DB = BENCH MARK DISK
 JG0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0528_SP_SET: BRIDGE ABUTMENT
 JG0528_STAMPING: R 194 1934
 JG0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0528
 JG0528  HISTORY     - Date     Condition        Report By
 JG0528  HISTORY     - 1934     MONUMENTED       CGS
 JG0528  HISTORY     - 1940     GOOD             NGS
 JG0528
 JG0528                          STATION DESCRIPTION
 JG0528
 JG0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0528'4.8 MI E FROM MC CRACKEN.
 JG0528'4.8 MILES EAST OF MISSOURI PACIFIC DEPOT ON TOP OF THE NORTH
 JG0528'ABUTMENT AT EAST END OF MISSOURI PACIFIC RAILROAD BRIDGE.  596
 JG0528'FEET WEST OF MILE POST 610.  8 FEET NORTH OF CENTERLINE OF
 JG0528'TRACK.
 JG0528
 JG0528                          STATION RECOVERY (1940)
 JG0528
 JG0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 JG0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0205 ***********************************************************************
 JG0205  DESIGNATION -  R 195
 JG0205  PID         -  JG0205
 JG0205  STATE/COUNTY-  KS/BARTON
 JG0205  USGS QUAD   -  HOISINGTON (1969)
 JG0205
 JG0205                         *CURRENT SURVEY CONTROL
 JG0205  ___________________________________________________________________
 JG0205* NAD 83(1986)-  38 30 52.     (N)    098 45 50.     (W)     SCALED    
 JG0205* NAVD 88     -       557.162  (meters)    1827.96   (feet)  ADJUSTED  
 JG0205  ___________________________________________________________________
 JG0205  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 JG0205  DYNAMIC HT  -         556.754 (meters)    1826.62  (feet)  COMP
 JG0205  MODELED GRAV-     979,878.2   (mgal)                       NAVD 88
 JG0205
 JG0205  VERT ORDER  -  SECOND    CLASS 0
 JG0205
 JG0205.The horizontal coordinates were scaled from a topographic map and have
 JG0205.an estimated accuracy of +/- 6 seconds.
 JG0205
 JG0205.The orthometric height was determined by differential leveling
 JG0205.and adjusted by the National Geodetic Survey in June 1991..
 JG0205
 JG0205.The geoid height was determined by GEOID03.
 JG0205
 JG0205.The dynamic height is computed by dividing the NAVD 88
 JG0205.geopotential number by the normal gravity value computed on the
 JG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0205.degrees latitude (g = 980.6199 gals.).
 JG0205
 JG0205.The modeled gravity was interpolated from observed gravity values.
 JG0205
 JG0205;                    North         East    Units  Estimated Accuracy
 JG0205;SPC KS S     -   605,110.      376,990.      MT  (+/- 180 meters Scaled)
 JG0205
 JG0205                          SUPERSEDED SURVEY CONTROL
 JG0205
 JG0205  NGVD 29 (??/??/92)  556.943  (m)         1827.24   (f) ADJ UNCH    2 0
 JG0205
 JG0205.Superseded values are not recommended for survey control.
 JG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0205.See file dsdata.txt to determine how the superseded data were derived.
 JG0205
 JG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH205629(NAD 83)
 JG0205_MARKER: DB = BENCH MARK DISK
 JG0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0205_SP_SET: CULVERT
 JG0205_STAMPING: R 195 1934
 JG0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0205
 JG0205  HISTORY     - Date     Condition        Report By
 JG0205  HISTORY     - 1934     MONUMENTED       CGS
 JG0205
 JG0205                          STATION DESCRIPTION
 JG0205
 JG0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0205'1 MI E FROM HOISINGTON.
 JG0205'1.0 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0205'CITY PARK AT HOISINGTON, BARTON COUNTY, AT A CONCRETE CULVERT,
 JG0205'IN THE TOP OF THE NORTH HEAD WALL, AND 16 FEET NORTH OF THE
 JG0205'CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 JG0205'R 195 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0088 ***********************************************************************
 JG0088  DESIGNATION -  R 196
 JG0088  PID         -  JG0088
 JG0088  STATE/COUNTY-  KS/RICE
 JG0088  USGS QUAD   -  LORRAINE (1979)
 JG0088
 JG0088                         *CURRENT SURVEY CONTROL
 JG0088  ___________________________________________________________________
 JG0088* NAD 83(1986)-  38 30 52.     (N)    098 22 12.     (W)     SCALED    
 JG0088* NAVD 88     -       533.006  (meters)    1748.70   (feet)  ADJUSTED  
 JG0088  ___________________________________________________________________
 JG0088  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 JG0088  DYNAMIC HT  -         532.615 (meters)    1747.42  (feet)  COMP
 JG0088  MODELED GRAV-     979,876.9   (mgal)                       NAVD 88
 JG0088
 JG0088  VERT ORDER  -  SECOND    CLASS 0
 JG0088
 JG0088.The horizontal coordinates were scaled from a topographic map and have
 JG0088.an estimated accuracy of +/- 6 seconds.
 JG0088
 JG0088.The orthometric height was determined by differential leveling
 JG0088.and adjusted by the National Geodetic Survey in June 1991..
 JG0088
 JG0088.The geoid height was determined by GEOID03.
 JG0088
 JG0088.The dynamic height is computed by dividing the NAVD 88
 JG0088.geopotential number by the normal gravity value computed on the
 JG0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0088.degrees latitude (g = 980.6199 gals.).
 JG0088
 JG0088.The modeled gravity was interpolated from observed gravity values.
 JG0088
 JG0088;                    North         East    Units  Estimated Accuracy
 JG0088;SPC KS S     -   605,090.      411,340.      MT  (+/- 180 meters Scaled)
 JG0088
 JG0088                          SUPERSEDED SURVEY CONTROL
 JG0088
 JG0088  NGVD 29 (??/??/92)  532.832  (m)         1748.13   (f) ADJ UNCH    2 0
 JG0088
 JG0088.Superseded values are not recommended for survey control.
 JG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0088.See file dsdata.txt to determine how the superseded data were derived.
 JG0088
 JG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH549630(NAD 83)
 JG0088_MARKER: DB = BENCH MARK DISK
 JG0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0088_STAMPING: R 196 1934
 JG0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0088+STABILITY: SURFACE MOTION
 JG0088
 JG0088  HISTORY     - Date     Condition        Report By
 JG0088  HISTORY     - 1934     MONUMENTED       CGS
 JG0088
 JG0088                          STATION DESCRIPTION
 JG0088
 JG0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0088'6.4 MI W FROM FREDERICK.
 JG0088'6.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JG0088'CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY AT FREDERICK,
 JG0088'RICE COUNTY, 88 FEET NORTH OF THE SEVENTH POLE WEST OF MILEPOST
 JG0088'536, 48 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 2 FEET
 JG0088'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 JG0088'R 196 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0010 ***********************************************************************
 JG0010  DESIGNATION -  R 197
 JG0010  PID         -  JG0010
 JG0010  STATE/COUNTY-  KS/ELLSWORTH
 JG0010  USGS QUAD   -  HOLYROOD NE (1979)
 JG0010
 JG0010                         *CURRENT SURVEY CONTROL
 JG0010  ___________________________________________________________________
 JG0010* NAD 83(1986)-  38 43 30.     (N)    098 16 04.     (W)     SCALED    
 JG0010* NAVD 88     -       473.986  (meters)    1555.07   (feet)  ADJUSTED  
 JG0010  ___________________________________________________________________
 JG0010  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 JG0010  DYNAMIC HT  -         473.652 (meters)    1553.97  (feet)  COMP
 JG0010  MODELED GRAV-     979,910.3   (mgal)                       NAVD 88
 JG0010
 JG0010  VERT ORDER  -  SECOND    CLASS 0
 JG0010
 JG0010.The horizontal coordinates were scaled from a topographic map and have
 JG0010.an estimated accuracy of +/- 6 seconds.
 JG0010
 JG0010.The orthometric height was determined by differential leveling
 JG0010.and adjusted by the National Geodetic Survey in June 1991..
 JG0010
 JG0010.The geoid height was determined by GEOID03.
 JG0010
 JG0010.The dynamic height is computed by dividing the NAVD 88
 JG0010.geopotential number by the normal gravity value computed on the
 JG0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0010.degrees latitude (g = 980.6199 gals.).
 JG0010
 JG0010.The modeled gravity was interpolated from observed gravity values.
 JG0010
 JG0010;                    North         East    Units  Estimated Accuracy
 JG0010;SPC KS N     -    43,510.      376,710.      MT  (+/- 180 meters Scaled)
 JG0010
 JG0010                          SUPERSEDED SURVEY CONTROL
 JG0010
 JG0010  NGVD 29 (??/??/92)  473.834  (m)         1554.57   (f) ADJ UNCH    2 0
 JG0010
 JG0010.Superseded values are not recommended for survey control.
 JG0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0010.See file dsdata.txt to determine how the superseded data were derived.
 JG0010
 JG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH636865(NAD 83)
 JG0010_MARKER: DB = BENCH MARK DISK
 JG0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0010_STAMPING: R 197 1934
 JG0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0010+STABILITY: SURFACE MOTION
 JG0010
 JG0010  HISTORY     - Date     Condition        Report By
 JG0010  HISTORY     - 1934     MONUMENTED       CGS
 JG0010
 JG0010                          STATION DESCRIPTION
 JG0010
 JG0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0010'2.3 MI W FROM ELLSWORTH.
 JG0010'2.3 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JG0010'THE UNION PACIFIC RAILROAD STATION AT ELLSWORTH, ELLSWORTH
 JG0010'COUNTY, 77 YARDS SOUTHWEST OF THE CROSSING OF U.S. HIGHWAY 40
 JG0010'(1934), 120 FEET SOUTHWEST OF POLE 608+5, AND 39 FEET SOUTH OF
 JG0010'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED R 197
 JG0010'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0103 ***********************************************************************
 JG0103  DESIGNATION -  R 198
 JG0103  PID         -  JG0103
 JG0103  STATE/COUNTY-  KS/RICE
 JG0103  USGS QUAD   -  ALDEN (1967)
 JG0103
 JG0103                         *CURRENT SURVEY CONTROL
 JG0103  ___________________________________________________________________
 JG0103* NAD 83(1986)-  38 13 41.     (N)    098 16 13.     (W)     SCALED    
 JG0103* NAVD 88     -       506.698  (meters)    1662.39   (feet)  ADJUSTED  
 JG0103  ___________________________________________________________________
 JG0103  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 JG0103  DYNAMIC HT  -         506.311 (meters)    1661.12  (feet)  COMP
 JG0103  MODELED GRAV-     979,849.0   (mgal)                       NAVD 88
 JG0103
 JG0103  VERT ORDER  -  SECOND    CLASS 0
 JG0103
 JG0103.The horizontal coordinates were scaled from a topographic map and have
 JG0103.an estimated accuracy of +/- 6 seconds.
 JG0103
 JG0103.The orthometric height was determined by differential leveling
 JG0103.and adjusted by the National Geodetic Survey in June 1991..
 JG0103
 JG0103.The geoid height was determined by GEOID03.
 JG0103
 JG0103.The dynamic height is computed by dividing the NAVD 88
 JG0103.geopotential number by the normal gravity value computed on the
 JG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0103.degrees latitude (g = 980.6199 gals.).
 JG0103
 JG0103.The modeled gravity was interpolated from observed gravity values.
 JG0103
 JG0103;                    North         East    Units  Estimated Accuracy
 JG0103;SPC KS S     -   573,320.      420,110.      MT  (+/- 180 meters Scaled)
 JG0103
 JG0103                          SUPERSEDED SURVEY CONTROL
 JG0103
 JG0103  NGVD 29 (??/??/92)  506.551  (m)         1661.91   (f) ADJ UNCH    2 0
 JG0103
 JG0103.Superseded values are not recommended for survey control.
 JG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0103.See file dsdata.txt to determine how the superseded data were derived.
 JG0103
 JG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH638313(NAD 83)
 JG0103_MARKER: DB = BENCH MARK DISK
 JG0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0103_STAMPING: R 198 1934
 JG0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0103+STABILITY: SURFACE MOTION
 JG0103
 JG0103  HISTORY     - Date     Condition        Report By
 JG0103  HISTORY     - 1934     MONUMENTED       CGS
 JG0103  HISTORY     - 1959     MARK NOT FOUND   USGS
 JG0103
 JG0103                          STATION DESCRIPTION
 JG0103
 JG0103'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JG0103'19.5 MI S FROM ELLINWOOD.
 JG0103'IN RICE COUNTY, 19.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA
 JG0103'AND SANTA FE RAILWAY FROM THE STATION AT ELLINWOOD, BARTON
 JG0103'COUNTY, AT A ROAD CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF
 JG0103'THE TRACK, 30 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 JG0103'SECTION-LINE ROAD, AND 2 FEET NORTHWEST OF A FENCE CORNER.  A
 JG0103'STANDARD DISK, STAMPED R 198 1934 AND SET IN THE TOP OF A
 JG0103'CONCRETE POST.  NOTE-- THE MARK IS PROBABLY BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0391 ***********************************************************************
 JH0391  DESIGNATION -  R 2
 JH0391  PID         -  JH0391
 JH0391  STATE/COUNTY-  KS/WALLACE
 JH0391  USGS QUAD   -  SHARON SPRINGS WEST (1979)
 JH0391
 JH0391                         *CURRENT SURVEY CONTROL
 JH0391  ___________________________________________________________________
 JH0391* NAD 83(1986)-  38 53 45.     (N)    101 45 07.     (W)     SCALED    
 JH0391* NAVD 88     -      1053.167  (meters)    3455.27   (feet)  ADJUSTED  
 JH0391  ___________________________________________________________________
 JH0391  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JH0391  DYNAMIC HT  -        1052.260 (meters)    3452.29  (feet)  COMP
 JH0391  MODELED GRAV-     979,730.9   (mgal)                       NAVD 88
 JH0391
 JH0391  VERT ORDER  -  FIRST     CLASS II
 JH0391
 JH0391.The horizontal coordinates were scaled from a topographic map and have
 JH0391.an estimated accuracy of +/- 6 seconds.
 JH0391
 JH0391.The orthometric height was determined by differential leveling
 JH0391.and adjusted by the National Geodetic Survey in June 1991..
 JH0391.WARNING-Repeat measurements at this control monument indicate possible
 JH0391.vertical movement.
 JH0391
 JH0391.The geoid height was determined by GEOID03.
 JH0391
 JH0391.The dynamic height is computed by dividing the NAVD 88
 JH0391.geopotential number by the normal gravity value computed on the
 JH0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0391.degrees latitude (g = 980.6199 gals.).
 JH0391
 JH0391.The modeled gravity was interpolated from observed gravity values.
 JH0391
 JH0391;                    North         East    Units  Estimated Accuracy
 JH0391;SPC KS N     -    69,190.       74,610.      MT  (+/- 180 meters Scaled)
 JH0391
 JH0391                          SUPERSEDED SURVEY CONTROL
 JH0391
 JH0391  NGVD 29 (??/??/92) 1052.751  (m)         3453.90   (f) ADJ UNCH    1 2
 JH0391
 JH0391.Superseded values are not recommended for survey control.
 JH0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0391.See file dsdata.txt to determine how the superseded data were derived.
 JH0391
 JH0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ613088(NAD 83)
 JH0391_MARKER: B = BOLT
 JH0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JH0391_SP_SET: BUILDING WALL
 JH0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0391
 JH0391  HISTORY     - Date     Condition        Report By
 JH0391  HISTORY     - UNK      MONUMENTED       CGS
 JH0391  HISTORY     - 1952     GOOD             NGS
 JH0391
 JH0391                          STATION DESCRIPTION
 JH0391
 JH0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0391'AT SHARON SPRINGS.
 JH0391'AT SHARON SPRINGS, ON THE WEST SIDE OF THE MAIN STREET, AT THE
 JH0391'I.G.A. STORE BUILDING WHICH IS THE 2ND BUILDING SOUTH OF THE
 JH0391'POST OFFICE, 7 FEET SOUTH OF THE SOUTH EDGE OF THE EAST ENTRANCE
 JH0391'TO THE STORE, 0.9 FOOT NORTH OF THE SOUTHEAST CORNER OF THE
 JH0391'BUILDING, 0.7 FOOT ABOVE THE SIDEWALK, A CHISELED CROSS ON THE
 JH0391'END OF A COPPER BOLT WHICH IS LEADED VERTICALLY IN THE EAST
 JH0391'WALL OF THE BRICK STORE BUILDING.  THIS BOLT IS SLIGHTLY LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0594 ***********************************************************************
 JG0594  DESIGNATION -  R 20
 JG0594  PID         -  JG0594
 JG0594  STATE/COUNTY-  KS/TREGO
 JG0594  USGS QUAD   -  TREGO CENTER (1960)
 JG0594
 JG0594                         *CURRENT SURVEY CONTROL
 JG0594  ___________________________________________________________________
 JG0594* NAD 83(1986)-  38 55 43.     (N)    099 53 29.     (W)     SCALED    
 JG0594* NAVD 88     -       754.771  (meters)    2476.28   (feet)  ADJUSTED  
 JG0594  ___________________________________________________________________
 JG0594  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 JG0594  DYNAMIC HT  -         754.191 (meters)    2474.38  (feet)  COMP
 JG0594  MODELED GRAV-     979,835.3   (mgal)                       NAVD 88
 JG0594
 JG0594  VERT ORDER  -  FIRST     CLASS II
 JG0594
 JG0594.The horizontal coordinates were scaled from a topographic map and have
 JG0594.an estimated accuracy of +/- 6 seconds.
 JG0594
 JG0594.The orthometric height was determined by differential leveling
 JG0594.and adjusted by the National Geodetic Survey in June 1991..
 JG0594.WARNING-Repeat measurements at this control monument indicate possible
 JG0594.vertical movement.
 JG0594
 JG0594.The geoid height was determined by GEOID03.
 JG0594
 JG0594.The dynamic height is computed by dividing the NAVD 88
 JG0594.geopotential number by the normal gravity value computed on the
 JG0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0594.degrees latitude (g = 980.6199 gals.).
 JG0594
 JG0594.The modeled gravity was interpolated from observed gravity values.
 JG0594
 JG0594;                    North         East    Units  Estimated Accuracy
 JG0594;SPC KS N     -    67,800.      236,010.      MT  (+/- 180 meters Scaled)
 JG0594
 JG0594                          SUPERSEDED SURVEY CONTROL
 JG0594
 JG0594  NGVD 29 (??/??/92)  754.466  (m)         2475.28   (f) ADJ UNCH    1 2
 JG0594
 JG0594.Superseded values are not recommended for survey control.
 JG0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0594.See file dsdata.txt to determine how the superseded data were derived.
 JG0594
 JG0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ227092(NAD 83)
 JG0594_MARKER: DB = BENCH MARK DISK
 JG0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0594_STAMPING: R 20 1934
 JG0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0594+STABILITY: SURFACE MOTION
 JG0594
 JG0594  HISTORY     - Date     Condition        Report By
 JG0594  HISTORY     - 1934     MONUMENTED       CGS
 JG0594  HISTORY     - 1953     GOOD             NGS
 JG0594
 JG0594                          STATION DESCRIPTION
 JG0594
 JG0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0594'6.4 MI S FROM WAKEENEY.
 JG0594'6.4 MILES SOUTH ALONG U.S. HIGHWAY 283 FROM ITS JUNCTION WITH
 JG0594'U.S. HIGHWAY 40 AT WAKEENEY, 86 FEET EAST OF THE CENTER LINE
 JG0594'OF THE HIGHWAY, 23.5 FEET SOUTH OF THE CENTER LINE OF AN EAST
 JG0594'AND WEST ROAD, 0.15 MILE NORTHEAST OF A FARMHOUSE, 1 FOOT
 JG0594'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JG0594'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0137 ***********************************************************************
 HH0137  DESIGNATION -  R 21 RESET
 HH0137  PID         -  HH0137
 HH0137  STATE/COUNTY-  KS/SEWARD
 HH0137  USGS QUAD   -  KISMET (1971)
 HH0137
 HH0137                         *CURRENT SURVEY CONTROL
 HH0137  ___________________________________________________________________
 HH0137* NAD 83(1986)-  37 12 19.     (N)    100 42 06.     (W)     SCALED    
 HH0137* NAVD 88     -       849.08   (meters)    2785.7    (feet)  RESET     
 HH0137  ___________________________________________________________________
 HH0137  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 HH0137
 HH0137  VERT ORDER  -  THIRD
 HH0137
 HH0137.The horizontal coordinates were scaled from a topographic map and have
 HH0137.an estimated accuracy of +/- 6 seconds.
 HH0137
 HH0137.The orthometric height was computed from unverified reset data.
 HH0137
 HH0137.The geoid height was determined by GEOID03.
 HH0137
 HH0137;                    North         East    Units  Estimated Accuracy
 HH0137;SPC KS S     -   462,090.      204,570.      MT  (+/- 180 meters Scaled)
 HH0137
 HH0137                          SUPERSEDED SURVEY CONTROL
 HH0137
 HH0137.No superseded survey control is available for this station.
 HH0137
 HH0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG489190(NAD 83)
 HH0137_MARKER: DB = BENCH MARK DISK
 HH0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HH0137_SP_SET: WALL FOUNDATION
 HH0137_STAMPING: R 21 RESET 1967
 HH0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0137
 HH0137  HISTORY     - Date     Condition        Report By
 HH0137  HISTORY     - 1967     MONUMENTED       CGS
 HH0137
 HH0137                          STATION DESCRIPTION
 HH0137
 HH0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HH0137'AT KISMET.
 HH0137'AT KISMET, AT THE KISMET GRADE SCHOOL, 12 FEET NORTH OF THE
 HH0137'CENTER OF THE DOORS AT THE SOUTHWEST CORNER OF THE SCHOOL, 0.75
 HH0137'FEET HIGHER THAN THE SECOND STEP AT THE ENTRANCE AT THE SOUTHWEST
 HH0137'CORNER OF THE SCHOOL, 0.5 FEET WEST OF WEST EDGE OF BUILDING,
 HH0137'0.35 FEET SOUTH OF THE SOUTH EDGE OF A BRICK WING AT ENTRANCE,
 HH0137'AND CEMENTED IN A DRILL HOLE IN A FOUNDATION OF AN EXTENDED
 HH0137'WALL AT THE SOUTHWEST ENTRANCE OF THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0919 ***********************************************************************
 HF0919  DESIGNATION -  R 210
 HF0919  PID         -  HF0919
 HF0919  STATE/COUNTY-  KS/SEDGWICK
 HF0919  USGS QUAD   -  MOUNT HOPE (1959)
 HF0919
 HF0919                         *CURRENT SURVEY CONTROL
 HF0919  ___________________________________________________________________
 HF0919* NAD 83(1986)-  37 52 22.     (N)    097 41 02.     (W)     SCALED    
 HF0919* NAVD 88     -       441.291  (meters)    1447.80   (feet)  ADJUSTED  
 HF0919  ___________________________________________________________________
 HF0919  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 HF0919  DYNAMIC HT  -         440.945 (meters)    1446.67  (feet)  COMP
 HF0919  MODELED GRAV-     979,833.0   (mgal)                       NAVD 88
 HF0919
 HF0919  VERT ORDER  -  SECOND    CLASS 0
 HF0919
 HF0919.The horizontal coordinates were scaled from a topographic map and have
 HF0919.an estimated accuracy of +/- 6 seconds.
 HF0919
 HF0919.The orthometric height was determined by differential leveling
 HF0919.and adjusted by the National Geodetic Survey in June 1991..
 HF0919
 HF0919.The geoid height was determined by GEOID03.
 HF0919
 HF0919.The dynamic height is computed by dividing the NAVD 88
 HF0919.geopotential number by the normal gravity value computed on the
 HF0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0919.degrees latitude (g = 980.6199 gals.).
 HF0919
 HF0919.The modeled gravity was interpolated from observed gravity values.
 HF0919
 HF0919;                    North         East    Units  Estimated Accuracy
 HF0919;SPC KS S     -   534,170.      471,800.      MT  (+/- 180 meters Scaled)
 HF0919
 HF0919                          SUPERSEDED SURVEY CONTROL
 HF0919
 HF0919  NGVD 29 (??/??/92)  441.139  (m)         1447.30   (f) ADJ UNCH    2 0
 HF0919
 HF0919.Superseded values are not recommended for survey control.
 HF0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0919.See file dsdata.txt to determine how the superseded data were derived.
 HF0919
 HF0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG157925(NAD 83)
 HF0919_MARKER: DB = BENCH MARK DISK
 HF0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0919_STAMPING: R 210 1934
 HF0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0919+STABILITY: SURFACE MOTION
 HF0919
 HF0919  HISTORY     - Date     Condition        Report By
 HF0919  HISTORY     - 1934     MONUMENTED       CGS
 HF0919  HISTORY     - 1967     MARK NOT FOUND   LOCENG
 HF0919
 HF0919                          STATION DESCRIPTION
 HF0919
 HF0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0919'1.4 MI N FROM MOUNT HOPE.
 HF0919'1.4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF0919'STATION AT MOUNT HOPE, SEDGWICK COUNTY, AT POLE 511/8, AT THE
 HF0919'CROSSING OF A SECTION-LINE ROAD, 48 FEET EAST OF THE CENTER
 HF0919'LINE OF THE TRACK, AND 45 FEET NORTH OF THE CENTER LINE OF THE
 HF0919'ROAD.  A STANDARD DISK, STAMPED R 210 1934 AND SET IN THE
 HF0919'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HF0919'NOTE-- AT THE PROBABLE LOCATION OF R 210 THERE IS NOW AN ALFALFA
 HF0919'DEHYDRATING PLANT.
 HF0919
 HF0919                          STATION RECOVERY (1967)
 HF0919
 HF0919'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967
 HF0919'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0471 ***********************************************************************
 HF0471  DESIGNATION -  R 211
 HF0471  PID         -  HF0471
 HF0471  STATE/COUNTY-  KS/HARVEY
 HF0471  USGS QUAD   -  SEDGWICK (1989)
 HF0471
 HF0471                         *CURRENT SURVEY CONTROL
 HF0471  ___________________________________________________________________
 HF0471* NAD 83(1986)-  37 55 00.     (N)    097 25 21.     (W)     SCALED    
 HF0471* NAVD 88     -       420.396  (meters)    1379.25   (feet)  ADJUSTED  
 HF0471  ___________________________________________________________________
 HF0471  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 HF0471  DYNAMIC HT  -         420.070 (meters)    1378.18  (feet)  COMP
 HF0471  MODELED GRAV-     979,840.2   (mgal)                       NAVD 88
 HF0471
 HF0471  VERT ORDER  -  SECOND    CLASS 0
 HF0471
 HF0471.The horizontal coordinates were scaled from a topographic map and have
 HF0471.an estimated accuracy of +/- 6 seconds.
 HF0471
 HF0471.The orthometric height was determined by differential leveling
 HF0471.and adjusted by the National Geodetic Survey in June 1991..
 HF0471
 HF0471.The geoid height was determined by GEOID03.
 HF0471
 HF0471.The dynamic height is computed by dividing the NAVD 88
 HF0471.geopotential number by the normal gravity value computed on the
 HF0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0471.degrees latitude (g = 980.6199 gals.).
 HF0471
 HF0471.The modeled gravity was interpolated from observed gravity values.
 HF0471
 HF0471;                    North         East    Units  Estimated Accuracy
 HF0471;SPC KS S     -   539,280.      494,740.      MT  (+/- 180 meters Scaled)
 HF0471
 HF0471                          SUPERSEDED SURVEY CONTROL
 HF0471
 HF0471  NGVD 29 (??/??/92)  420.244  (m)         1378.75   (f) ADJ UNCH    2 0
 HF0471
 HF0471.Superseded values are not recommended for survey control.
 HF0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0471.See file dsdata.txt to determine how the superseded data were derived.
 HF0471
 HF0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG386977(NAD 83)
 HF0471_MARKER: DB = BENCH MARK DISK
 HF0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0471_STAMPING: R 211 1934
 HF0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0471+STABILITY: SURFACE MOTION
 HF0471
 HF0471  HISTORY     - Date     Condition        Report By
 HF0471  HISTORY     - 1934     MONUMENTED       CGS
 HF0471  HISTORY     - 1947     GOOD             NGS
 HF0471
 HF0471                          STATION DESCRIPTION
 HF0471
 HF0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 HF0471'AT SEDGWICK.
 HF0471'AT SEDGWICK, HARVEY COUNTY, 2-1/2 RAILS SOUTH OF THE ATCHISON,
 HF0471'TOPEKA AND SANTA FE RAILWAY STATION, 13 FEET SOUTH OF THE
 HF0471'SOUTHWEST CORNER OF THE PASSENGER PLATFORM, AND 1 FOOT UNDER
 HF0471'GROUND.  A STANDARD DISK, STAMPED R 211 1934 AND SET IN THE
 HF0471'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0854 ***********************************************************************
 JF0854  DESIGNATION -  R 212
 JF0854  PID         -  JF0854
 JF0854  STATE/COUNTY-  KS/MCPHERSON
 JF0854  USGS QUAD   -  MC PHERSON SOUTH (1985)
 JF0854
 JF0854                         *CURRENT SURVEY CONTROL
 JF0854  ___________________________________________________________________
 JF0854* NAD 83(1986)-  38 22 08.     (N)    097 40 22.     (W)     SCALED    
 JF0854* NAVD 88     -       455.337  (meters)    1493.88   (feet)  ADJUSTED  
 JF0854  ___________________________________________________________________
 JF0854  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF0854  DYNAMIC HT  -         455.007 (meters)    1492.80  (feet)  COMP
 JF0854  MODELED GRAV-     979,889.3   (mgal)                       NAVD 88
 JF0854
 JF0854  VERT ORDER  -  SECOND    CLASS 0
 JF0854
 JF0854.The horizontal coordinates were scaled from a topographic map and have
 JF0854.an estimated accuracy of +/- 6 seconds.
 JF0854
 JF0854.The orthometric height was determined by differential leveling
 JF0854.and adjusted by the National Geodetic Survey in June 1991..
 JF0854
 JF0854.The geoid height was determined by GEOID03.
 JF0854
 JF0854.The dynamic height is computed by dividing the NAVD 88
 JF0854.geopotential number by the normal gravity value computed on the
 JF0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0854.degrees latitude (g = 980.6199 gals.).
 JF0854
 JF0854.The modeled gravity was interpolated from observed gravity values.
 JF0854
 JF0854;                    North         East    Units  Estimated Accuracy
 JF0854;SPC KS S     -   589,250.      472,290.      MT  (+/- 180 meters Scaled)
 JF0854
 JF0854                          SUPERSEDED SURVEY CONTROL
 JF0854
 JF0854  NGVD 29 (??/??/92)  455.199  (m)         1493.43   (f) ADJ UNCH    2 0
 JF0854
 JF0854.Superseded values are not recommended for survey control.
 JF0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0854.See file dsdata.txt to determine how the superseded data were derived.
 JF0854
 JF0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH159475(NAD 83)
 JF0854_MARKER: DB = BENCH MARK DISK
 JF0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0854_STAMPING: R 212 1934
 JF0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0854+STABILITY: SURFACE MOTION
 JF0854
 JF0854  HISTORY     - Date     Condition        Report By
 JF0854  HISTORY     - 1934     MONUMENTED       CGS
 JF0854  HISTORY     - 1953     MARK NOT FOUND   NGS
 JF0854
 JF0854                          STATION DESCRIPTION
 JF0854
 JF0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JF0854'AT MC PHERSON.
 JF0854'AT MC PHERSON, MC PHERSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD
 JF0854'8 RAILS NORTH OF THE UNION PACIFIC RAILROAD PASSENGER STATION,
 JF0854'5 RAILS SOUTH OF THE MISSOURI PACIFIC PASSENGER STATION, 50 FEET
 JF0854'WEST OF THE TRACK, AND 10 FEET SOUTH OF THE KANSAS AVENUE SIDEWALK.
 JF0854'A STANDARD DISK, STAMPED R 212 1934 AND SET IN THE TOP OF A
 JF0854'CONCRETE POST.  NOTE-- EVIDENCE WAS INDICATED THAT AN AREA IN
 JF0854'THE DESCRIBED LOCATION HAS BEEN FILLED IN AND THE DISC WAS
 JF0854'NOT VISIBLE AT THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0542 ***********************************************************************
 JF0542  DESIGNATION -  R 214
 JF0542  PID         -  JF0542
 JF0542  STATE/COUNTY-  KS/MARION
 JF0542  USGS QUAD   -  TAMPA (1985)
 JF0542
 JF0542                         *CURRENT SURVEY CONTROL
 JF0542  ___________________________________________________________________
 JF0542* NAD 83(1986)-  38 32 46.     (N)    097 09 06.     (W)     SCALED    
 JF0542* NAVD 88     -       434.279  (meters)    1424.80   (feet)  ADJUSTED  
 JF0542  ___________________________________________________________________
 JF0542  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 JF0542  DYNAMIC HT  -         433.960 (meters)    1423.75  (feet)  COMP
 JF0542  MODELED GRAV-     979,881.0   (mgal)                       NAVD 88
 JF0542
 JF0542  VERT ORDER  -  SECOND    CLASS 0
 JF0542
 JF0542.The horizontal coordinates were scaled from a topographic map and have
 JF0542.an estimated accuracy of +/- 6 seconds.
 JF0542
 JF0542.The orthometric height was determined by differential leveling
 JF0542.and adjusted by the National Geodetic Survey in June 1991..
 JF0542
 JF0542.The geoid height was determined by GEOID03.
 JF0542
 JF0542.The dynamic height is computed by dividing the NAVD 88
 JF0542.geopotential number by the normal gravity value computed on the
 JF0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0542.degrees latitude (g = 980.6199 gals.).
 JF0542
 JF0542.The modeled gravity was interpolated from observed gravity values.
 JF0542
 JF0542;                    North         East    Units  Estimated Accuracy
 JF0542;SPC KS S     -   609,450.      517,540.      MT  (+/- 180 meters Scaled)
 JF0542
 JF0542                          SUPERSEDED SURVEY CONTROL
 JF0542
 JF0542  NGVD 29 (??/??/92)  434.116  (m)         1424.26   (f) ADJ UNCH    2 0
 JF0542
 JF0542.Superseded values are not recommended for survey control.
 JF0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0542.See file dsdata.txt to determine how the superseded data were derived.
 JF0542
 JF0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH610680(NAD 83)
 JF0542_MARKER: DB = BENCH MARK DISK
 JF0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0542+STABILITY: SURFACE MOTION
 JF0542
 JF0542  HISTORY     - Date     Condition        Report By
 JF0542  HISTORY     - UNK      MONUMENTED       CGS
 JF0542  HISTORY     - 1935     GOOD             NGS
 JF0542
 JF0542                          STATION DESCRIPTION
 JF0542
 JF0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0542'IN TAMPA.
 JF0542'IN TAMPA, KANS. ON THE ROCK ISLAND R.R. 40 FEET NORTH OF THE
 JF0542'TRACKS, 2 BLOCKS EAST OF THE DEPOT, 4 RAILS EAST OF STREET
 JF0542'CROSSING IN SCHOOL YARD AT EAST CORPERATE LIMITS OF THE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0096 ***********************************************************************
 JF0096  DESIGNATION -  R 215
 JF0096  PID         -  JF0096
 JF0096  STATE/COUNTY-  KS/WABAUNSEE
 JF0096  USGS QUAD   -  VOLLAND (1971)
 JF0096
 JF0096                         *CURRENT SURVEY CONTROL
 JF0096  ___________________________________________________________________
 JF0096* NAD 83(1986)-  38 53 46.     (N)    096 28 08.     (W)     SCALED    
 JF0096* NAVD 88     -       401.423  (meters)    1317.00   (feet)  ADJUSTED  
 JF0096  ___________________________________________________________________
 JF0096  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 JF0096  DYNAMIC HT  -         401.147 (meters)    1316.10  (feet)  COMP
 JF0096  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 JF0096
 JF0096  VERT ORDER  -  SECOND    CLASS 0
 JF0096
 JF0096.The horizontal coordinates were scaled from a topographic map and have
 JF0096.an estimated accuracy of +/- 6 seconds.
 JF0096
 JF0096.The orthometric height was determined by differential leveling
 JF0096.and adjusted by the National Geodetic Survey in June 1991..
 JF0096
 JF0096.The geoid height was determined by GEOID03.
 JF0096
 JF0096.The dynamic height is computed by dividing the NAVD 88
 JF0096.geopotential number by the normal gravity value computed on the
 JF0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0096.degrees latitude (g = 980.6199 gals.).
 JF0096
 JF0096.The modeled gravity was interpolated from observed gravity values.
 JF0096
 JF0096;                    North         East    Units  Estimated Accuracy
 JF0096;SPC KS N     -    63,600.      532,820.      MT  (+/- 180 meters Scaled)
 JF0096
 JF0096                          SUPERSEDED SURVEY CONTROL
 JF0096
 JF0096  NGVD 29 (??/??/92)  401.275  (m)         1316.52   (f) ADJ UNCH    2 0
 JF0096
 JF0096.Superseded values are not recommended for survey control.
 JF0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0096.See file dsdata.txt to determine how the superseded data were derived.
 JF0096
 JF0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ195082(NAD 83)
 JF0096_MARKER: DB = BENCH MARK DISK
 JF0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0096_STAMPING: R 215 1934
 JF0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0096+STABILITY: SURFACE MOTION
 JF0096
 JF0096  HISTORY     - Date     Condition        Report By
 JF0096  HISTORY     - 1934     MONUMENTED       CGS
 JF0096  HISTORY     - 1970     GOOD             USGS
 JF0096
 JF0096                          STATION DESCRIPTION
 JF0096
 JF0096'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 JF0096'3 MI NE FROM ALTA VISTA.
 JF0096'ALTA VISTA, 3.0 MI NE ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JF0096'RR FROM THE STATION AT, WABAUNSEE CO, NEAR THE E 1/16TH CORNER
 JF0096'BETWEEN SECS. 24 AND 25, T. 13 N., R. 8 E., NEAR A LARGE
 JF0096'STONE-BLOCK HOUSE, 7 POLES W OF MILEPOST 139, AT A GRAVEL ROAD
 JF0096'CROSSING, 20 FT S ALONG THE W R/W FEN FROM THE CENTERLINE OF ROAD
 JF0096'AT FEN. 57 FT W OF THE W RAIL, 2.0 FT E OF THE R/W FEN, IN THE
 JF0096'TOP OF A CONCRETE POST, A STANDARD C.G. AND S. DISK STAMPED
 JF0096'R 215 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0046 ***********************************************************************
 HF0046  DESIGNATION -  R 216
 HF0046  PID         -  HF0046
 HF0046  STATE/COUNTY-  KS/GREENWOOD
 HF0046  USGS QUAD   -  EUREKA (1971)
 HF0046
 HF0046                         *CURRENT SURVEY CONTROL
 HF0046  ___________________________________________________________________
 HF0046* NAD 83(1986)-  37 49 26.     (N)    096 17 21.     (W)     SCALED    
 HF0046* NAVD 88     -       330.468  (meters)    1084.21   (feet)  ADJUSTED  
 HF0046  ___________________________________________________________________
 HF0046  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 HF0046  DYNAMIC HT  -         330.215 (meters)    1083.38  (feet)  COMP
 HF0046  MODELED GRAV-     979,857.5   (mgal)                       NAVD 88
 HF0046
 HF0046  VERT ORDER  -  SECOND    CLASS 0
 HF0046
 HF0046.The horizontal coordinates were scaled from a topographic map and have
 HF0046.an estimated accuracy of +/- 6 seconds.
 HF0046
 HF0046.The orthometric height was determined by differential leveling
 HF0046.and adjusted by the National Geodetic Survey in June 1991..
 HF0046
 HF0046.The geoid height was determined by GEOID03.
 HF0046
 HF0046.The dynamic height is computed by dividing the NAVD 88
 HF0046.geopotential number by the normal gravity value computed on the
 HF0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0046.degrees latitude (g = 980.6199 gals.).
 HF0046
 HF0046.The modeled gravity was interpolated from observed gravity values.
 HF0046
 HF0046;                    North         East    Units  Estimated Accuracy
 HF0046;SPC KS S     -   530,740.      594,620.      MT  (+/- 180 meters Scaled)
 HF0046
 HF0046                          SUPERSEDED SURVEY CONTROL
 HF0046
 HF0046  NGVD 29 (??/??/92)  330.317  (m)         1083.71   (f) ADJ UNCH    2 0
 HF0046
 HF0046.Superseded values are not recommended for survey control.
 HF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0046.See file dsdata.txt to determine how the superseded data were derived.
 HF0046
 HF0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG385897(NAD 83)
 HF0046_MARKER: DB = BENCH MARK DISK
 HF0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0046_SP_SET: BUILDING
 HF0046_STAMPING: R 216 1935
 HF0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0046+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004
 HF0046
 HF0046  HISTORY     - Date     Condition        Report By
 HF0046  HISTORY     - 1935     MONUMENTED       CGS
 HF0046  HISTORY     - 1954     GOOD             NGS
 HF0046  HISTORY     - 1976     GOOD             NGS
 HF0046  HISTORY     - 1976     GOOD             NGS
 HF0046  HISTORY     - 20041103 GOOD             GEOCAC
 HF0046
 HF0046                          STATION DESCRIPTION
 HF0046
 HF0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HF0046'AT EUREKA.
 HF0046'AT EUREKA, GREENWOOD COUNTY, ON THE ATCHISON, TOPEKA AND
 HF0046'SANTA FE RAILWAY, IN THE EAST BRICK WALL OF THE STATION, AND
 HF0046'8 FEET SOUTH OF THE NORTHEAST CORNER.  A STANDARD DISK, STAMPED
 HF0046'R 216 1935 AND SET VERTICALLY.
 HF0046
 HF0046                          STATION RECOVERY (1976)
 HF0046
 HF0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0046'RECOVERED IN GOOD CONDITION.
 HF0046
 HF0046                          STATION RECOVERY (1976)
 HF0046
 HF0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HF0046'RECOVERED IN GOOD CONDITION.
 HF0046
 HF0046                          STATION RECOVERY (2004)
 HF0046
 HF0046'RECOVERY NOTE BY GEOCACHING 2004 (MEW)
 HF0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0072 ***********************************************************************
 HH0072  DESIGNATION -  R 22
 HH0072  PID         -  HH0072
 HH0072  STATE/COUNTY-  KS/MEADE
 HH0072  USGS QUAD   -  FOWLER (1977)
 HH0072
 HH0072                         *CURRENT SURVEY CONTROL
 HH0072  ___________________________________________________________________
 HH0072* NAD 83(1986)-  37 23 30.     (N)    100 09 28.     (W)     SCALED    
 HH0072* NAVD 88     -       770.868  (meters)    2529.09   (feet)  ADJUSTED  
 HH0072  ___________________________________________________________________
 HH0072  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 HH0072  DYNAMIC HT  -         770.165 (meters)    2526.78  (feet)  COMP
 HH0072  MODELED GRAV-     979,692.1   (mgal)                       NAVD 88
 HH0072
 HH0072  VERT ORDER  -  SECOND    CLASS 0
 HH0072
 HH0072.The horizontal coordinates were scaled from a topographic map and have
 HH0072.an estimated accuracy of +/- 6 seconds.
 HH0072
 HH0072.The orthometric height was determined by differential leveling
 HH0072.and adjusted by the National Geodetic Survey in June 1991..
 HH0072
 HH0072.The geoid height was determined by GEOID03.
 HH0072
 HH0072.The dynamic height is computed by dividing the NAVD 88
 HH0072.geopotential number by the normal gravity value computed on the
 HH0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0072.degrees latitude (g = 980.6199 gals.).
 HH0072
 HH0072.The modeled gravity was interpolated from observed gravity values.
 HH0072
 HH0072;                    North         East    Units  Estimated Accuracy
 HH0072;SPC KS S     -   481,770.      253,210.      MT  (+/- 180 meters Scaled)
 HH0072
 HH0072                          SUPERSEDED SURVEY CONTROL
 HH0072
 HH0072  NGVD 29 (??/??/92)  770.538  (m)         2528.01   (f) ADJ UNCH    2 0
 HH0072
 HH0072.Superseded values are not recommended for survey control.
 HH0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0072.See file dsdata.txt to determine how the superseded data were derived.
 HH0072
 HH0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG975389(NAD 83)
 HH0072_MARKER: DB = BENCH MARK DISK
 HH0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0072_STAMPING: R 22 1933
 HH0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0072+STABILITY: SURFACE MOTION
 HH0072
 HH0072  HISTORY     - Date     Condition        Report By
 HH0072  HISTORY     - 1933     MONUMENTED       CGS
 HH0072
 HH0072                          STATION DESCRIPTION
 HH0072
 HH0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0072'2.1 MI NE FROM FOWLER.
 HH0072'ABOUT 2.1 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HH0072'PACIFIC RAILWAY FROM THE STATION AT FOWLER, MEADE COUNTY, ABOUT
 HH0072'28 POLES SOUTHWEST OF MILEPOST 378, AT A PRIVATE CROSSING, AT
 HH0072'THE NORTHEAST END OF A CUT, OPPOSITE A POLE, 45 FEET SOUTHEAST OF
 HH0072'THE CENTER LINE OF THE TRACK, AND 3 FEET NORTHWEST OF THE
 HH0072'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 22 1933 AND SET
 HH0072'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0874 ***********************************************************************
 JE0874  DESIGNATION -  R 221
 JE0874  PID         -  JE0874
 JE0874  STATE/COUNTY-  KS/MIAMI
 JE0874  USGS QUAD   -  PAOLA WEST (1973)
 JE0874
 JE0874                         *CURRENT SURVEY CONTROL
 JE0874  ___________________________________________________________________
 JE0874* NAD 83(1986)-  38 32 03.     (N)    094 56 00.     (W)     SCALED    
 JE0874* NAVD 88     -       276.570  (meters)     907.38   (feet)  ADJUSTED  
 JE0874  ___________________________________________________________________
 JE0874  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE0874  DYNAMIC HT  -         276.380 (meters)     906.76  (feet)  COMP
 JE0874  MODELED GRAV-     979,931.3   (mgal)                       NAVD 88
 JE0874
 JE0874  VERT ORDER  -  SECOND    CLASS 0
 JE0874
 JE0874.The horizontal coordinates were scaled from a topographic map and have
 JE0874.an estimated accuracy of +/- 6 seconds.
 JE0874
 JE0874.The orthometric height was determined by differential leveling
 JE0874.and adjusted by the National Geodetic Survey in June 1991..
 JE0874
 JE0874.The geoid height was determined by GEOID03.
 JE0874
 JE0874.The dynamic height is computed by dividing the NAVD 88
 JE0874.geopotential number by the normal gravity value computed on the
 JE0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0874.degrees latitude (g = 980.6199 gals.).
 JE0874
 JE0874.The modeled gravity was interpolated from observed gravity values.
 JE0874
 JE0874;                    North         East    Units  Estimated Accuracy
 JE0874;SPC KS S     -   613,220.      710,910.      MT  (+/- 180 meters Scaled)
 JE0874
 JE0874                          SUPERSEDED SURVEY CONTROL
 JE0874
 JE0874  NGVD 29 (??/??/92)  276.432  (m)          906.93   (f) ADJ UNCH    2 0
 JE0874
 JE0874.Superseded values are not recommended for survey control.
 JE0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0874.See file dsdata.txt to determine how the superseded data were derived.
 JE0874
 JE0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC314668(NAD 83)
 JE0874_MARKER: DB = BENCH MARK DISK
 JE0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0874_STAMPING: R 221 1934
 JE0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0874+STABILITY: SURFACE MOTION
 JE0874
 JE0874  HISTORY     - Date     Condition        Report By
 JE0874  HISTORY     - 1934     MONUMENTED       CGS
 JE0874  HISTORY     - 1950     GOOD             NGS
 JE0874
 JE0874                          STATION DESCRIPTION
 JE0874
 JE0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0874'2.8 MI NE FROM OSAWATOMIE.
 JE0874'2.8 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 JE0874'THE STATION AT OSAWATOMIE, 5 RAILS SOUTHWEST OF POLE 330/10,
 JE0874'3 RAILS NORTHEAST OF ROAD CROSSING, 55 FEET NORTH OF THE
 JE0874'CENTERLINE OF THE GRAVEL ROAD, 31 FEET SOUTHEAST OF THE SOUTHEAST
 JE0874'RAIL, 28 FEET NORTHEAST OF THE END POST IN THE RIGHT-OF-WAY
 JE0874'FENCE, 17 FEET NORTHEAST OF A TELEPHONE POLE, AND 1 FOOT NORTHWEST
 JE0874'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 221 1934
 JE0874'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 JE0874'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0826 ***********************************************************************
 JE0826  DESIGNATION -  R 222
 JE0826  PID         -  JE0826
 JE0826  STATE/COUNTY-  KS/MIAMI
 JE0826  USGS QUAD   -  PAOLA WEST (1973)
 JE0826
 JE0826                         *CURRENT SURVEY CONTROL
 JE0826  ___________________________________________________________________
 JE0826* NAD 83(1986)-  38 36 34.     (N)    094 52 38.     (W)     SCALED    
 JE0826* NAVD 88     -       264.244  (meters)     866.94   (feet)  ADJUSTED  
 JE0826  ___________________________________________________________________
 JE0826  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 JE0826  DYNAMIC HT  -         264.063 (meters)     866.35  (feet)  COMP
 JE0826  MODELED GRAV-     979,937.8   (mgal)                       NAVD 88
 JE0826
 JE0826  VERT ORDER  -  SECOND    CLASS 0
 JE0826
 JE0826.The horizontal coordinates were scaled from a topographic map and have
 JE0826.an estimated accuracy of +/- 6 seconds.
 JE0826
 JE0826.The orthometric height was determined by differential leveling
 JE0826.and adjusted by the National Geodetic Survey in June 1991..
 JE0826
 JE0826.The geoid height was determined by GEOID03.
 JE0826
 JE0826.The dynamic height is computed by dividing the NAVD 88
 JE0826.geopotential number by the normal gravity value computed on the
 JE0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0826.degrees latitude (g = 980.6199 gals.).
 JE0826
 JE0826.The modeled gravity was interpolated from observed gravity values.
 JE0826
 JE0826;                    North         East    Units  Estimated Accuracy
 JE0826;SPC KS S     -   621,760.      715,470.      MT  (+/- 180 meters Scaled)
 JE0826
 JE0826                          SUPERSEDED SURVEY CONTROL
 JE0826
 JE0826  NGVD 29 (??/??/92)  264.114  (m)          866.51   (f) ADJ UNCH    2 0
 JE0826
 JE0826.Superseded values are not recommended for survey control.
 JE0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0826.See file dsdata.txt to determine how the superseded data were derived.
 JE0826
 JE0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC365751(NAD 83)
 JE0826_MARKER: DB = BENCH MARK DISK
 JE0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0826+STABILITY: SURFACE MOTION
 JE0826
 JE0826  HISTORY     - Date     Condition        Report By
 JE0826  HISTORY     - UNK      MONUMENTED       CGS
 JE0826  HISTORY     - 1950     GOOD             NGS
 JE0826
 JE0826                          STATION DESCRIPTION
 JE0826
 JE0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0826'2.9 MI N FROM PAOLA.
 JE0826'2.9 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 JE0826'PAOLA, MIAMI COUNTY, AT DANA, 13 POLES SOUTH OF MILEPOST 40,
 JE0826'300 YARDS NORTH OF ROAD CROSSING, 50 YARDS EAST-NORTHEAST OF
 JE0826'RED BARN, 40 FEET WEST OF THE WEST RAIL, 3 FEET SOUTH OF FENCE
 JE0826'T-INTERSECTION WHICH IS THE SOUTHEAST CORNER OF FENCE AROUND FARM
 JE0826'HOUSE WHICH HAS BURNED AND 1 FOOT WEST OF RIGHT OF-WAY FENCE.  A
 JE0826'STANDARD DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING 2
 JE0826'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0367 ***********************************************************************
 JF0367  DESIGNATION -  R 223
 JF0367  PID         -  JF0367
 JF0367  STATE/COUNTY-  KS/MORRIS
 JF0367  USGS QUAD   -  WHITE CITY (1971)
 JF0367
 JF0367                         *CURRENT SURVEY CONTROL
 JF0367  ___________________________________________________________________
 JF0367* NAD 83(1986)-  38 45 45.     (N)    096 39 48.     (W)     SCALED    
 JF0367* NAVD 88     -       410.064  (meters)    1345.35   (feet)  ADJUSTED  
 JF0367  ___________________________________________________________________
 JF0367  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 JF0367  DYNAMIC HT  -         409.779 (meters)    1344.42  (feet)  COMP
 JF0367  MODELED GRAV-     979,920.7   (mgal)                       NAVD 88
 JF0367
 JF0367  VERT ORDER  -  SECOND    CLASS 0
 JF0367
 JF0367.The horizontal coordinates were scaled from a topographic map and have
 JF0367.an estimated accuracy of +/- 6 seconds.
 JF0367
 JF0367.The orthometric height was determined by differential leveling
 JF0367.and adjusted by the National Geodetic Survey in June 1991..
 JF0367
 JF0367.The geoid height was determined by GEOID03.
 JF0367
 JF0367.The dynamic height is computed by dividing the NAVD 88
 JF0367.geopotential number by the normal gravity value computed on the
 JF0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0367.degrees latitude (g = 980.6199 gals.).
 JF0367
 JF0367.The modeled gravity was interpolated from observed gravity values.
 JF0367
 JF0367;                    North         East    Units  Estimated Accuracy
 JF0367;SPC KS N     -    48,500.      516,170.      MT  (+/- 180 meters Scaled)
 JF0367
 JF0367                          SUPERSEDED SURVEY CONTROL
 JF0367
 JF0367  NGVD 29 (??/??/92)  409.917  (m)         1344.87   (f) ADJ UNCH    2 0
 JF0367
 JF0367.Superseded values are not recommended for survey control.
 JF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0367.See file dsdata.txt to determine how the superseded data were derived.
 JF0367
 JF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH030930(NAD 83)
 JF0367_MARKER: DB = BENCH MARK DISK
 JF0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0367+STABILITY: SURFACE MOTION
 JF0367
 JF0367  HISTORY     - Date     Condition        Report By
 JF0367  HISTORY     - UNK      MONUMENTED       CGS
 JF0367  HISTORY     - 1935     GOOD             NGS
 JF0367  HISTORY     - 1971     MARK NOT FOUND   USGS
 JF0367
 JF0367                          STATION DESCRIPTION
 JF0367
 JF0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0367'AT PARKERVILLE.
 JF0367'IN PARKERVILLE, ALONG M. K. AND T. RR. 23 YDS. W. OF PARKERVILLE
 JF0367'STATION AND 150 YDS. E. OF MP 133.  MARK IS 5 YDS. S. OF CENTER
 JF0367'LINE OF MAIN TRACK AND 3 YDS. W. OF TELEGRAPH POLE.
 JF0367
 JF0367                          STATION RECOVERY (1971)
 JF0367
 JF0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JF0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0077 ***********************************************************************
 JF0077  DESIGNATION -  R 229
 JF0077  PID         -  JF0077
 JF0077  STATE/COUNTY-  KS/LYON
 JF0077  USGS QUAD   -  ALLEN (1983)
 JF0077
 JF0077                         *CURRENT SURVEY CONTROL
 JF0077  ___________________________________________________________________
 JF0077* NAD 83(1986)-  38 39 21.     (N)    096 07 51.     (W)     SCALED    
 JF0077* NAVD 88     -       374.994  (meters)    1230.29   (feet)  ADJUSTED  
 JF0077  ___________________________________________________________________
 JF0077  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JF0077  DYNAMIC HT  -         374.728 (meters)    1229.42  (feet)  COMP
 JF0077  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 JF0077
 JF0077  VERT ORDER  -  SECOND    CLASS 0
 JF0077
 JF0077.The horizontal coordinates were scaled from a topographic map and have
 JF0077.an estimated accuracy of +/- 6 seconds.
 JF0077
 JF0077.The orthometric height was determined by differential leveling
 JF0077.and adjusted by the National Geodetic Survey in June 1991..
 JF0077
 JF0077.The geoid height was determined by GEOID03.
 JF0077
 JF0077.The dynamic height is computed by dividing the NAVD 88
 JF0077.geopotential number by the normal gravity value computed on the
 JF0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0077.degrees latitude (g = 980.6199 gals.).
 JF0077
 JF0077.The modeled gravity was interpolated from observed gravity values.
 JF0077
 JF0077;                    North         East    Units  Estimated Accuracy
 JF0077;SPC KS S     -   623,400.      606,210.      MT  (+/- 180 meters Scaled)
 JF0077
 JF0077                          SUPERSEDED SURVEY CONTROL
 JF0077
 JF0077  NGVD 29 (??/??/92)  374.844  (m)         1229.80   (f) ADJ UNCH    2 0
 JF0077
 JF0077.Superseded values are not recommended for survey control.
 JF0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0077.See file dsdata.txt to determine how the superseded data were derived.
 JF0077
 JF0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH496824(NAD 83)
 JF0077_MARKER: DB = BENCH MARK DISK
 JF0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0077+STABILITY: SURFACE MOTION
 JF0077
 JF0077  HISTORY     - Date     Condition        Report By
 JF0077  HISTORY     - 1935     MONUMENTED       CGS
 JF0077  HISTORY     - 1968     GOOD             NGS
 JF0077
 JF0077                          STATION DESCRIPTION
 JF0077
 JF0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JF0077'1.8 MI W FROM ADMIRE.
 JF0077'1.8 MILES W. OF ADMIRE STATION ALONG MO. PAC. RR. 1 YD. S.W.
 JF0077'OF MP 403/30.  MARK IS 11 YDS. N. OF CENTER LINE OF TRACK AT
 JF0077'CENTER OF CURVE AND 200 YDS. E. OF BLOCK SIGNAL.
 JF0077
 JF0077                          STATION RECOVERY (1968)
 JF0077
 JF0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0588 ***********************************************************************
 HG0588  DESIGNATION -  R 23
 HG0588  PID         -  HG0588
 HG0588  STATE/COUNTY-  KS/FORD
 HG0588  USGS QUAD   -  BUCKLIN (1969)
 HG0588
 HG0588                         *CURRENT SURVEY CONTROL
 HG0588  ___________________________________________________________________
 HG0588* NAD 83(1986)-  37 33 05.     (N)    099 38 10.     (W)     SCALED    
 HG0588* NAVD 88     -       735.165  (meters)    2411.95   (feet)  ADJUSTED  
 HG0588  ___________________________________________________________________
 HG0588  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 HG0588  DYNAMIC HT  -         734.517 (meters)    2409.83  (feet)  COMP
 HG0588  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 HG0588
 HG0588  VERT ORDER  -  FIRST     CLASS II
 HG0588
 HG0588.The horizontal coordinates were scaled from a topographic map and have
 HG0588.an estimated accuracy of +/- 6 seconds.
 HG0588
 HG0588.The orthometric height was determined by differential leveling
 HG0588.and adjusted by the National Geodetic Survey in June 1991..
 HG0588
 HG0588.The geoid height was determined by GEOID03.
 HG0588
 HG0588.The dynamic height is computed by dividing the NAVD 88
 HG0588.geopotential number by the normal gravity value computed on the
 HG0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0588.degrees latitude (g = 980.6199 gals.).
 HG0588
 HG0588.The modeled gravity was interpolated from observed gravity values.
 HG0588
 HG0588;                    North         East    Units  Estimated Accuracy
 HG0588;SPC KS S     -   498,800.      299,620.      MT  (+/- 180 meters Scaled)
 HG0588
 HG0588                          SUPERSEDED SURVEY CONTROL
 HG0588
 HG0588  NGVD 29 (??/??/92)  734.835  (m)         2410.87   (f) ADJ UNCH    1 2
 HG0588
 HG0588.Superseded values are not recommended for survey control.
 HG0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0588.See file dsdata.txt to determine how the superseded data were derived.
 HG0588
 HG0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG438562(NAD 83)
 HG0588_MARKER: Q = CHISELED SQUARE
 HG0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HG0588_SP_SET: UNDERPASS
 HG0588_STAMPING: R 23 1933
 HG0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0588
 HG0588  HISTORY     - Date     Condition        Report By
 HG0588  HISTORY     - 1933     MONUMENTED       CGS
 HG0588  HISTORY     - 1934     GOOD             NGS
 HG0588  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0588
 HG0588                          STATION DESCRIPTION
 HG0588
 HG0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HG0588'AT BUCKLIN.
 HG0588'AT THE NORTH SIDE OF BUCKLIN, FORD COUNTY, ON THE CHICAGO, ROCK
 HG0588'ISLAND AND PACIFIC RAILWAY, ABOUT 2 1/2 POLES EAST OF MILEPOST
 HG0588'348, AT THE UNDERPASS ON U.S. HIGHWAY 54, AND IN THE TOP OF THE
 HG0588'SOUTH SIDE OF THE EAST ABUTMENT, 3 FEET LOWER THAN THE ROADBED.
 HG0588'A STANDARD DISK, STAMPED R 23 1933 AND MARKED BY A CHISELED
 HG0588'SQUARE.
 HG0588
 HG0588                          STATION RECOVERY (1934)
 HG0588
 HG0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 HG0588'RECOVERED IN GOOD CONDITION.
 HG0588
 HG0588                          STATION RECOVERY (1986)
 HG0588
 HG0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0588'NOT RECOVERED.  BRIDGE ABUTMENT DESCRIBED HAS BEEN ADDED TO, BENCH
 HG0588'MARK IS ASSUMED TO BE COVERED OVER BY NEW ADDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1201 ***********************************************************************
 JE1201  DESIGNATION -  R 232
 JE1201  PID         -  JE1201
 JE1201  STATE/COUNTY-  KS/COFFEY
 JE1201  USGS QUAD   -  WAVERLY (1973)
 JE1201
 JE1201                         *CURRENT SURVEY CONTROL
 JE1201  ___________________________________________________________________
 JE1201* NAD 83(1986)-  38 23 29.     (N)    095 36 00.     (W)     SCALED    
 JE1201* NAVD 88     -       344.877  (meters)    1131.48   (feet)  ADJUSTED  
 JE1201  ___________________________________________________________________
 JE1201  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JE1201  DYNAMIC HT  -         344.627 (meters)    1130.66  (feet)  COMP
 JE1201  MODELED GRAV-     979,894.3   (mgal)                       NAVD 88
 JE1201
 JE1201  VERT ORDER  -  SECOND    CLASS 0
 JE1201
 JE1201.The horizontal coordinates were scaled from a topographic map and have
 JE1201.an estimated accuracy of +/- 6 seconds.
 JE1201
 JE1201.The orthometric height was determined by differential leveling
 JE1201.and adjusted by the National Geodetic Survey in June 1991..
 JE1201
 JE1201.The geoid height was determined by GEOID03.
 JE1201
 JE1201.The dynamic height is computed by dividing the NAVD 88
 JE1201.geopotential number by the normal gravity value computed on the
 JE1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1201.degrees latitude (g = 980.6199 gals.).
 JE1201
 JE1201.The modeled gravity was interpolated from observed gravity values.
 JE1201
 JE1201;                    North         East    Units  Estimated Accuracy
 JE1201;SPC KS S     -   595,360.      653,310.      MT  (+/- 180 meters Scaled)
 JE1201
 JE1201                          SUPERSEDED SURVEY CONTROL
 JE1201
 JE1201  NGVD 29 (??/??/92)  344.718  (m)         1130.96   (f) ADJ UNCH    2 0
 JE1201
 JE1201.Superseded values are not recommended for survey control.
 JE1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1201.See file dsdata.txt to determine how the superseded data were derived.
 JE1201
 JE1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC729524(NAD 83)
 JE1201_MARKER: DB = BENCH MARK DISK
 JE1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1201_STAMPING: R 232 1934
 JE1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1201+STABILITY: SURFACE MOTION
 JE1201
 JE1201  HISTORY     - Date     Condition        Report By
 JE1201  HISTORY     - 1934     MONUMENTED       CGS
 JE1201  HISTORY     - 1951     GOOD             NGS
 JE1201  HISTORY     - 1960     GOOD             NGS
 JE1201
 JE1201                          STATION DESCRIPTION
 JE1201
 JE1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE1201'AT WAVERLY.
 JE1201'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, ABOUT 87 FEET
 JE1201'EAST OF THE STATION, 18 FEET SOUTH OF THE CENTER OF TRACK, 3
 JE1201'FEET WEST OF SIDEWALK AND 2 FEET SOUTH OF RAILROAD PLATFORM.
 JE1201'THE DISK IS SET IN THE TOP OF A CONCRETE POST, PROJECTING 1 INCH.
 JE1201
 JE1201                          STATION RECOVERY (1960)
 JE1201
 JE1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JE1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0644 ***********************************************************************
 HF0644  DESIGNATION -  R 237
 HF0644  PID         -  HF0644
 HF0644  STATE/COUNTY-  KS/SUMNER
 HF0644  USGS QUAD   -  WELLINGTON (1983)
 HF0644
 HF0644                         *CURRENT SURVEY CONTROL
 HF0644  ___________________________________________________________________
 HF0644* NAD 83(1986)-  37 20 50.     (N)    097 23 32.     (W)     SCALED    
 HF0644* NAVD 88     -       395.209  (meters)    1296.61   (feet)  ADJUSTED  
 HF0644  ___________________________________________________________________
 HF0644  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HF0644  DYNAMIC HT  -         394.891 (meters)    1295.57  (feet)  COMP
 HF0644  MODELED GRAV-     979,813.9   (mgal)                       NAVD 88
 HF0644
 HF0644  VERT ORDER  -  SECOND    CLASS 0
 HF0644
 HF0644.The horizontal coordinates were scaled from a topographic map and have
 HF0644.an estimated accuracy of +/- 6 seconds.
 HF0644
 HF0644.The orthometric height was determined by differential leveling
 HF0644.and adjusted by the National Geodetic Survey in June 1991..
 HF0644
 HF0644.The geoid height was determined by GEOID03.
 HF0644
 HF0644.The dynamic height is computed by dividing the NAVD 88
 HF0644.geopotential number by the normal gravity value computed on the
 HF0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0644.degrees latitude (g = 980.6199 gals.).
 HF0644
 HF0644.The modeled gravity was interpolated from observed gravity values.
 HF0644
 HF0644;                    North         East    Units  Estimated Accuracy
 HF0644;SPC KS S     -   476,120.      498,150.      MT  (+/- 180 meters Scaled)
 HF0644
 HF0644                          SUPERSEDED SURVEY CONTROL
 HF0644
 HF0644  NGVD 29 (??/??/92)  395.086  (m)         1296.21   (f) ADJ UNCH    2 0
 HF0644
 HF0644.Superseded values are not recommended for survey control.
 HF0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0644.See file dsdata.txt to determine how the superseded data were derived.
 HF0644
 HF0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG424346(NAD 83)
 HF0644_MARKER: DB = BENCH MARK DISK
 HF0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0644_STAMPING: R 237 1934
 HF0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0644+STABILITY: SURFACE MOTION
 HF0644
 HF0644  HISTORY     - Date     Condition        Report By
 HF0644  HISTORY     - 1934     MONUMENTED       CGS
 HF0644  HISTORY     - 1965     MARK NOT FOUND   USGS
 HF0644
 HF0644                          STATION DESCRIPTION
 HF0644
 HF0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0644'1.8 MI S FROM RIVERDALE.
 HF0644'1.8 MILES SOUTH ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HF0644'RAILWAY FROM RIVERDALE, SUMNER COUNTY, AT POLE 268+04-1/4,
 HF0644'1-1/2 RAILS SOUTH OF THE CENTER OF A ROAD CROSSING, 45 FEET EAST
 HF0644'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY
 HF0644'FENCE.  A STANDARD DISK, STAMPED R 237 1934 AND SET IN THE TOP OF
 HF0644'A CONCRETE POST.
 HF0644
 HF0644                          STATION RECOVERY (1965)
 HF0644
 HF0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HF0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0733 ***********************************************************************
 HF0733  DESIGNATION -  R 238
 HF0733  PID         -  HF0733
 HF0733  STATE/COUNTY-  KS/HARPER
 HF0733  USGS QUAD   -  DANVILLE (1971)
 HF0733
 HF0733                         *CURRENT SURVEY CONTROL
 HF0733  ___________________________________________________________________
 HF0733* NAD 83(1986)-  37 16 58.     (N)    097 52 37.     (W)     SCALED    
 HF0733* NAVD 88     -       404.733  (meters)    1327.86   (feet)  ADJUSTED  
 HF0733  ___________________________________________________________________
 HF0733  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 HF0733  DYNAMIC HT  -         404.395 (meters)    1326.75  (feet)  COMP
 HF0733  MODELED GRAV-     979,782.4   (mgal)                       NAVD 88
 HF0733
 HF0733  VERT ORDER  -  SECOND    CLASS 0
 HF0733
 HF0733.The horizontal coordinates were scaled from a topographic map and have
 HF0733.an estimated accuracy of +/- 6 seconds.
 HF0733
 HF0733.The orthometric height was determined by differential leveling
 HF0733.and adjusted by the National Geodetic Survey in June 1991..
 HF0733
 HF0733.The geoid height was determined by GEOID03.
 HF0733
 HF0733.The dynamic height is computed by dividing the NAVD 88
 HF0733.geopotential number by the normal gravity value computed on the
 HF0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0733.degrees latitude (g = 980.6199 gals.).
 HF0733
 HF0733.The modeled gravity was interpolated from observed gravity values.
 HF0733
 HF0733;                    North         East    Units  Estimated Accuracy
 HF0733;SPC KS S     -   468,560.      455,250.      MT  (+/- 180 meters Scaled)
 HF0733
 HF0733                          SUPERSEDED SURVEY CONTROL
 HF0733
 HF0733  NGVD 29 (??/??/92)  404.606  (m)         1327.44   (f) ADJ UNCH    2 0
 HF0733
 HF0733.Superseded values are not recommended for survey control.
 HF0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0733.See file dsdata.txt to determine how the superseded data were derived.
 HF0733
 HF0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG995268(NAD 83)
 HF0733_MARKER: DB = BENCH MARK DISK
 HF0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0733_STAMPING: R 238 1934
 HF0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0733+STABILITY: SURFACE MOTION
 HF0733
 HF0733  HISTORY     - Date     Condition        Report By
 HF0733  HISTORY     - 1934     MONUMENTED       CGS
 HF0733
 HF0733                          STATION DESCRIPTION
 HF0733
 HF0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0733'0.9 MI E FROM DANVILLE.
 HF0733'0.9 MILE EAST ALONG THE SANTA FE RAILWAY FROM DANVILLE, HARPER
 HF0733'COUNTY, NEAR MILEAGE 265.5, 2-1/2 RAILS EAST OF THE CENTER OF A
 HF0733'RIGHT-OF-WAY FENCE GATE, 45 FEET NORTH OF THE CENTERLINE OF THE
 HF0733'TRACK, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 HF0733'R 238 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0820 ***********************************************************************
 HF0820  DESIGNATION -  R 239
 HF0820  PID         -  HF0820
 HF0820  STATE/COUNTY-  KS/HARPER
 HF0820  USGS QUAD   -  BLUFF CITY EAST (1971)
 HF0820
 HF0820                         *CURRENT SURVEY CONTROL
 HF0820  ___________________________________________________________________
 HF0820* NAD 83(1986)-  37 04 37.     (N)    097 51 24.     (W)     SCALED    
 HF0820* NAVD 88     -       365.369  (meters)    1198.71   (feet)  ADJUSTED  
 HF0820  ___________________________________________________________________
 HF0820  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HF0820  DYNAMIC HT  -         365.062 (meters)    1197.71  (feet)  COMP
 HF0820  MODELED GRAV-     979,780.7   (mgal)                       NAVD 88
 HF0820
 HF0820  VERT ORDER  -  SECOND    CLASS 0
 HF0820
 HF0820.The horizontal coordinates were scaled from a topographic map and have
 HF0820.an estimated accuracy of +/- 6 seconds.
 HF0820
 HF0820.The orthometric height was determined by differential leveling
 HF0820.and adjusted by the National Geodetic Survey in June 1991..
 HF0820
 HF0820.The geoid height was determined by GEOID03.
 HF0820
 HF0820.The dynamic height is computed by dividing the NAVD 88
 HF0820.geopotential number by the normal gravity value computed on the
 HF0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0820.degrees latitude (g = 980.6199 gals.).
 HF0820
 HF0820.The modeled gravity was interpolated from observed gravity values.
 HF0820
 HF0820;                    North         East    Units  Estimated Accuracy
 HF0820;SPC KS S     -   445,730.      457,210.      MT  (+/- 180 meters Scaled)
 HF0820
 HF0820                          SUPERSEDED SURVEY CONTROL
 HF0820
 HF0820  NGVD 29 (??/??/92)  365.258  (m)         1198.35   (f) ADJ UNCH    2 0
 HF0820
 HF0820.Superseded values are not recommended for survey control.
 HF0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0820.See file dsdata.txt to determine how the superseded data were derived.
 HF0820
 HF0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG016040(NAD 83)
 HF0820_MARKER: DB = BENCH MARK DISK
 HF0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0820_STAMPING: R 239 1934
 HF0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0820+STABILITY: SURFACE MOTION
 HF0820
 HF0820  HISTORY     - Date     Condition        Report By
 HF0820  HISTORY     - 1934     MONUMENTED       CGS
 HF0820
 HF0820                          STATION DESCRIPTION
 HF0820
 HF0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0820'1 MI E FROM BLUFF CITY.
 HF0820'1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0820'FROM BLUFF CITY, HARPER COUNTY, NEAR MILEAGE 47.1, 2 RAILS WEST
 HF0820'OF THE CENTER OF A ROAD CROSSING, 44 FEET NORTH OF THE CENTER
 HF0820'LINE OF THE TRACK, AND 3 FEET WEST AND 1 FOOT SOUTH OF THE
 HF0820'RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED R 239 1934
 HF0820'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0321 ***********************************************************************
 JF0321  DESIGNATION -  R 240
 JF0321  PID         -  JF0321
 JF0321  STATE/COUNTY-  KS/CHASE
 JF0321  USGS QUAD   -  MATFIELD GREEN SE (1967)
 JF0321
 JF0321                         *CURRENT SURVEY CONTROL
 JF0321  ___________________________________________________________________
 JF0321* NAD 83(1986)-  38 05 32.     (N)    096 36 24.     (W)     SCALED    
 JF0321* NAVD 88     -       443.854  (meters)    1456.21   (feet)  ADJUSTED  
 JF0321  ___________________________________________________________________
 JF0321  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 JF0321  DYNAMIC HT  -         443.514 (meters)    1455.10  (feet)  COMP
 JF0321  MODELED GRAV-     979,849.3   (mgal)                       NAVD 88
 JF0321
 JF0321  VERT ORDER  -  SECOND    CLASS 0
 JF0321
 JF0321.The horizontal coordinates were scaled from a topographic map and have
 JF0321.an estimated accuracy of +/- 6 seconds.
 JF0321
 JF0321.The orthometric height was determined by differential leveling
 JF0321.and adjusted by the National Geodetic Survey in June 1991..
 JF0321
 JF0321.The geoid height was determined by GEOID03.
 JF0321
 JF0321.The dynamic height is computed by dividing the NAVD 88
 JF0321.geopotential number by the normal gravity value computed on the
 JF0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0321.degrees latitude (g = 980.6199 gals.).
 JF0321
 JF0321.The modeled gravity was interpolated from observed gravity values.
 JF0321
 JF0321;                    North         East    Units  Estimated Accuracy
 JF0321;SPC KS S     -   559,900.      566,070.      MT  (+/- 180 meters Scaled)
 JF0321
 JF0321                          SUPERSEDED SURVEY CONTROL
 JF0321
 JF0321  NGVD 29 (??/??/92)  443.682  (m)         1455.65   (f) ADJ UNCH    2 0
 JF0321
 JF0321.Superseded values are not recommended for survey control.
 JF0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0321.See file dsdata.txt to determine how the superseded data were derived.
 JF0321
 JF0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH098187(NAD 83)
 JF0321_MARKER: DB = BENCH MARK DISK
 JF0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0321+STABILITY: SURFACE MOTION
 JF0321
 JF0321  HISTORY     - Date     Condition        Report By
 JF0321  HISTORY     - UNK      MONUMENTED       CGS
 JF0321  HISTORY     - 1934     GOOD             NGS
 JF0321  HISTORY     - 1965     MARK NOT FOUND   USGS
 JF0321
 JF0321                          STATION DESCRIPTION
 JF0321
 JF0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0321'2.2 MI N FROM JAQUES SIDING.
 JF0321'2.2 MILES NORTH OF BY RAILROAD, ALONG THE ATCHISON TOPEKA AND
 JF0321'SANTA FE RR, 18 FEET WEST OF CENTER OF TRACK, OPPOSITE THE 1ST
 JF0321'POLE SOUTH OF MP 150, 2 IN ABOVE THE GROUND
 JF0321
 JF0321                          STATION RECOVERY (1965)
 JF0321
 JF0321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JF0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0251 ***********************************************************************
 HF0251  DESIGNATION -  R 242
 HF0251  PID         -  HF0251
 HF0251  STATE/COUNTY-  KS/COWLEY
 HF0251  USGS QUAD   -  CAMBRIDGE (1962)
 HF0251
 HF0251                         *CURRENT SURVEY CONTROL
 HF0251  ___________________________________________________________________
 HF0251* NAD 83(1986)-  37 18 21.     (N)    096 41 29.     (W)     SCALED    
 HF0251* NAVD 88     -       378.790  (meters)    1242.75   (feet)  ADJUSTED  
 HF0251  ___________________________________________________________________
 HF0251  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 HF0251  DYNAMIC HT  -         378.476 (meters)    1241.72  (feet)  COMP
 HF0251  MODELED GRAV-     979,791.9   (mgal)                       NAVD 88
 HF0251
 HF0251  VERT ORDER  -  SECOND    CLASS 0
 HF0251
 HF0251.The horizontal coordinates were scaled from a topographic map and have
 HF0251.an estimated accuracy of +/- 6 seconds.
 HF0251
 HF0251.The orthometric height was determined by differential leveling
 HF0251.and adjusted by the National Geodetic Survey in June 1991..
 HF0251
 HF0251.The geoid height was determined by GEOID03.
 HF0251
 HF0251.The dynamic height is computed by dividing the NAVD 88
 HF0251.geopotential number by the normal gravity value computed on the
 HF0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0251.degrees latitude (g = 980.6199 gals.).
 HF0251
 HF0251.The modeled gravity was interpolated from observed gravity values.
 HF0251
 HF0251;                    North         East    Units  Estimated Accuracy
 HF0251;SPC KS S     -   472,490.      560,330.      MT  (+/- 180 meters Scaled)
 HF0251
 HF0251                          SUPERSEDED SURVEY CONTROL
 HF0251
 HF0251  NGVD 29 (??/??/92)  378.658  (m)         1242.31   (f) ADJ UNCH    2 0
 HF0251
 HF0251.Superseded values are not recommended for survey control.
 HF0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0251.See file dsdata.txt to determine how the superseded data were derived.
 HF0251
 HF0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG046312(NAD 83)
 HF0251_MARKER: DB = BENCH MARK DISK
 HF0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0251_STAMPING: R 242 1934
 HF0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0251+STABILITY: SURFACE MOTION
 HF0251
 HF0251  HISTORY     - Date     Condition        Report By
 HF0251  HISTORY     - 1934     MONUMENTED       CGS
 HF0251
 HF0251                          STATION DESCRIPTION
 HF0251
 HF0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0251'1.6 MI W FROM CAMBRIDGE.
 HF0251'1.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HF0251'FROM CAMBRIDGE, COWLEY COUNTY, NEAR MILEAGE 227.3, AT A ROAD
 HF0251'CROSSING, 28 FEET NORTH OF THE CENTERLINE OF THE TRACK, 20 FEET
 HF0251'EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET EAST OF THE
 HF0251'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED R 242 1934 AND SET
 HF0251'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0080 ***********************************************************************
 HF0080  DESIGNATION -  R 244
 HF0080  PID         -  HF0080
 HF0080  STATE/COUNTY-  KS/CHAUTAUQUA
 HF0080  USGS QUAD   -  MOLINE (1979)
 HF0080
 HF0080                         *CURRENT SURVEY CONTROL
 HF0080  ___________________________________________________________________
 HF0080* NAD 83(1986)-  37 17 16.     (N)    096 17 25.     (W)     SCALED    
 HF0080* NAVD 88     -       339.322  (meters)    1113.26   (feet)  ADJUSTED  
 HF0080  ___________________________________________________________________
 HF0080  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 HF0080  DYNAMIC HT  -         339.045 (meters)    1112.35  (feet)  COMP
 HF0080  MODELED GRAV-     979,805.0   (mgal)                       NAVD 88
 HF0080
 HF0080  VERT ORDER  -  SECOND    CLASS 0
 HF0080
 HF0080.The horizontal coordinates were scaled from a topographic map and have
 HF0080.an estimated accuracy of +/- 6 seconds.
 HF0080
 HF0080.The orthometric height was determined by differential leveling
 HF0080.and adjusted by the National Geodetic Survey in June 1991..
 HF0080
 HF0080.The geoid height was determined by GEOID03.
 HF0080
 HF0080.The dynamic height is computed by dividing the NAVD 88
 HF0080.geopotential number by the normal gravity value computed on the
 HF0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0080.degrees latitude (g = 980.6199 gals.).
 HF0080
 HF0080.The modeled gravity was interpolated from observed gravity values.
 HF0080
 HF0080;                    North         East    Units  Estimated Accuracy
 HF0080;SPC KS S     -   471,260.      595,930.      MT  (+/- 180 meters Scaled)
 HF0080
 HF0080                          SUPERSEDED SURVEY CONTROL
 HF0080
 HF0080  NGVD 29 (??/??/92)  339.175  (m)         1112.78   (f) ADJ UNCH    2 0
 HF0080
 HF0080.Superseded values are not recommended for survey control.
 HF0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0080.See file dsdata.txt to determine how the superseded data were derived.
 HF0080
 HF0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG402302(NAD 83)
 HF0080_MARKER: DB = BENCH MARK DISK
 HF0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0080_STAMPING: R 244 1935
 HF0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0080+STABILITY: SURFACE MOTION
 HF0080
 HF0080  HISTORY     - Date     Condition        Report By
 HF0080  HISTORY     - 1935     MONUMENTED       CGS
 HF0080  HISTORY     - 1943     GOOD             NGS
 HF0080
 HF0080                          STATION DESCRIPTION
 HF0080
 HF0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 HF0080'6.2 MI S FROM MOLINE.
 HF0080'IN CHAUTAUQUA COUNTY, 6.2 MILES SOUTH ALONG STATE HIGHWAY 99 FROM
 HF0080'MOLINE, ELK COUNTY, 100 YARDS NORTH OF A ROAD INTERSECTION, AND
 HF0080'40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 HF0080'STAMPED R 244 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HF0080'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0639 ***********************************************************************
 HE0639  DESIGNATION -  R 245
 HE0639  PID         -  HE0639
 HE0639  STATE/COUNTY-  KS/WILSON
 HE0639  USGS QUAD   -  VILAS (1963)
 HE0639
 HE0639                         *CURRENT SURVEY CONTROL
 HE0639  ___________________________________________________________________
 HE0639* NAD 83(1986)-  37 39 11.     (N)    095 37 19.     (W)     SCALED    
 HE0639* NAVD 88     -       317.336  (meters)    1041.13   (feet)  ADJUSTED  
 HE0639  ___________________________________________________________________
 HE0639  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 HE0639  DYNAMIC HT  -         317.088 (meters)    1040.31  (feet)  COMP
 HE0639  MODELED GRAV-     979,841.1   (mgal)                       NAVD 88
 HE0639
 HE0639  VERT ORDER  -  SECOND    CLASS 0
 HE0639
 HE0639.The horizontal coordinates were scaled from a topographic map and have
 HE0639.an estimated accuracy of +/- 6 seconds.
 HE0639
 HE0639.The orthometric height was determined by differential leveling
 HE0639.and adjusted by the National Geodetic Survey in June 1991..
 HE0639
 HE0639.The geoid height was determined by GEOID03.
 HE0639
 HE0639.The dynamic height is computed by dividing the NAVD 88
 HE0639.geopotential number by the normal gravity value computed on the
 HE0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0639.degrees latitude (g = 980.6199 gals.).
 HE0639
 HE0639.The modeled gravity was interpolated from observed gravity values.
 HE0639
 HE0639;                    North         East    Units  Estimated Accuracy
 HE0639;SPC KS S     -   513,390.      653,920.      MT  (+/- 180 meters Scaled)
 HE0639
 HE0639                          SUPERSEDED SURVEY CONTROL
 HE0639
 HE0639  NGVD 29 (??/??/92)  317.189  (m)         1040.64   (f) ADJ UNCH    2 0
 HE0639
 HE0639.Superseded values are not recommended for survey control.
 HE0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0639.See file dsdata.txt to determine how the superseded data were derived.
 HE0639
 HE0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB686705(NAD 83)
 HE0639_MARKER: DB = BENCH MARK DISK
 HE0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0639+STABILITY: SURFACE MOTION
 HE0639
 HE0639  HISTORY     - Date     Condition        Report By
 HE0639  HISTORY     - UNK      MONUMENTED       CGS
 HE0639  HISTORY     - 1934     GOOD             NGS
 HE0639  HISTORY     - 1964     MARK NOT FOUND   NGS
 HE0639
 HE0639                          STATION DESCRIPTION
 HE0639
 HE0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0639'2 MI E FROM REST.
 HE0639'2 MILES E. OF REST.  MARK IS LOCATED ALONG THE A.T. AND S.F.
 HE0639'RAILROAD.  15 YDS. S. OF CENTER OF TRACK, 1 1/2 UDS N. OF FENCE
 HE0639'LINE, AND 220 YDS E. OF MILE POLE 137.
 HE0639
 HE0639                          STATION RECOVERY (1964)
 HE0639
 HE0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HE0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1175 ***********************************************************************
 JE1175  DESIGNATION -  R 246
 JE1175  PID         -  JE1175
 JE1175  STATE/COUNTY-  KS/COFFEY
 JE1175  USGS QUAD   -  LE ROY (1971)
 JE1175
 JE1175                         *CURRENT SURVEY CONTROL
 JE1175  ___________________________________________________________________
 JE1175* NAD 83(1986)-  38 03 57.     (N)    095 39 59.     (W)     SCALED    
 JE1175* NAVD 88     -       303.916  (meters)     997.10   (feet)  ADJUSTED  
 JE1175  ___________________________________________________________________
 JE1175  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JE1175  DYNAMIC HT  -         303.690 (meters)     996.36  (feet)  COMP
 JE1175  MODELED GRAV-     979,874.9   (mgal)                       NAVD 88
 JE1175
 JE1175  VERT ORDER  -  SECOND    CLASS 0
 JE1175
 JE1175.The horizontal coordinates were scaled from a topographic map and have
 JE1175.an estimated accuracy of +/- 6 seconds.
 JE1175
 JE1175.The orthometric height was determined by differential leveling
 JE1175.and adjusted by the National Geodetic Survey in June 1991..
 JE1175
 JE1175.The geoid height was determined by GEOID03.
 JE1175
 JE1175.The dynamic height is computed by dividing the NAVD 88
 JE1175.geopotential number by the normal gravity value computed on the
 JE1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1175.degrees latitude (g = 980.6199 gals.).
 JE1175
 JE1175.The modeled gravity was interpolated from observed gravity values.
 JE1175
 JE1175;                    North         East    Units  Estimated Accuracy
 JE1175;SPC KS S     -   559,070.      648,610.      MT  (+/- 180 meters Scaled)
 JE1175
 JE1175                          SUPERSEDED SURVEY CONTROL
 JE1175
 JE1175  NGVD 29 (??/??/92)  303.764  (m)          996.60   (f) ADJ UNCH    2 0
 JE1175
 JE1175.Superseded values are not recommended for survey control.
 JE1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1175.See file dsdata.txt to determine how the superseded data were derived.
 JE1175
 JE1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC660164(NAD 83)
 JE1175_MARKER: DB = BENCH MARK DISK
 JE1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1175+STABILITY: SURFACE MOTION
 JE1175
 JE1175  HISTORY     - Date     Condition        Report By
 JE1175  HISTORY     - UNK      MONUMENTED       CGS
 JE1175  HISTORY     - 1935     GOOD             NGS
 JE1175
 JE1175                          STATION DESCRIPTION
 JE1175
 JE1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1175'AT MOODY.
 JE1175'AT MOODY, KAN.  ALONG THE M.K. AND T. R.R. 2 MILES W. OF JCT. OF
 JE1175'MO.P. R.R. AND M.K. AND T. R.R. AT MOODY.  MARK IS 10 YDS. S.
 JE1175'OF CENTER OF TRACK, 4 YDS. W. OF FARM ROAD CROSSING, 1/4 MILE
 JE1175'E. OF MILE POLE 58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0599 ***********************************************************************
 HE0599  DESIGNATION -  R 25
 HE0599  PID         -  HE0599
 HE0599  STATE/COUNTY-  KS/WILSON
 HE0599  USGS QUAD   -  FREDONIA (1975)
 HE0599
 HE0599                         *CURRENT SURVEY CONTROL
 HE0599  ___________________________________________________________________
 HE0599* NAD 83(1986)-  37 32 00.     (N)    095 50 00.     (W)     SCALED    
 HE0599* NAVD 88     -       263.933  (meters)     865.92   (feet)  ADJUSTED  
 HE0599  ___________________________________________________________________
 HE0599  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 HE0599  DYNAMIC HT  -         263.726 (meters)     865.24  (feet)  COMP
 HE0599  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 HE0599
 HE0599  VERT ORDER  -  FIRST     CLASS II
 HE0599
 HE0599.The horizontal coordinates were scaled from a topographic map and have
 HE0599.an estimated accuracy of +/- 6 seconds.
 HE0599
 HE0599.The orthometric height was determined by differential leveling
 HE0599.and adjusted by the National Geodetic Survey in June 1991..
 HE0599.WARNING-Repeat measurements at this control monument indicate possible
 HE0599.vertical movement.
 HE0599
 HE0599.The geoid height was determined by GEOID03.
 HE0599
 HE0599.The dynamic height is computed by dividing the NAVD 88
 HE0599.geopotential number by the normal gravity value computed on the
 HE0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0599.degrees latitude (g = 980.6199 gals.).
 HE0599
 HE0599.The modeled gravity was interpolated from observed gravity values.
 HE0599
 HE0599;                    North         East    Units  Estimated Accuracy
 HE0599;SPC KS S     -   499,560.      635,650.      MT  (+/- 180 meters Scaled)
 HE0599
 HE0599                          SUPERSEDED SURVEY CONTROL
 HE0599
 HE0599  NGVD 29 (??/??/92)  263.794  (m)          865.46   (f) ADJ UNCH    1 2
 HE0599
 HE0599.Superseded values are not recommended for survey control.
 HE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0599.See file dsdata.txt to determine how the superseded data were derived.
 HE0599
 HE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB496578(NAD 83)
 HE0599_MARKER: DB = BENCH MARK DISK
 HE0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0599_STAMPING: R 25 1933
 HE0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0599+STABILITY: SURFACE MOTION
 HE0599
 HE0599  HISTORY     - Date     Condition        Report By
 HE0599  HISTORY     - 1933     MONUMENTED       CGS
 HE0599  HISTORY     - 1935     GOOD             NGS
 HE0599  HISTORY     - 1975     GOOD             USGS
 HE0599  HISTORY     - 1975     GOOD             USGS
 HE0599
 HE0599                          STATION DESCRIPTION
 HE0599
 HE0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HE0599'AT FREDONIA.
 HE0599'AT FREDONIA, WILSON COUNTY, ON THE MISSOURI PACIFIC RAILROAD,
 HE0599'97 YARDS NORTH OF THE NORTH END OF THE STATION, AT THE CROSSING
 HE0599'OF AN EAST-AND-WEST STREET, 32 FEET NORTH OF THE CENTERLINE
 HE0599'OF THE STREET, 9.7 FEET EAST OF THE EAST RAIL OF THE MAIN
 HE0599'TRACK, AND 2.5 FEET SOUTH OF THE SOUTHWEST LEG OF THE RAILROAD
 HE0599'WATER TANK.  A STANDARD DISK, STAMPED R 25 1933 AND SET IN
 HE0599'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HE0599
 HE0599                          STATION RECOVERY (1935)
 HE0599
 HE0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HE0599'RECOVERED IN GOOD CONDITION.
 HE0599
 HE0599                          STATION RECOVERY (1975)
 HE0599
 HE0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0599'AT FREDONIA, WILSON CO., ON THE MISSOURI PACIFIC RAILROAD, 97 YARDS
 HE0599'NORTH OF THE NORTH END OF THE STATION, 115 FT NE FROM X-ING OF RR AND
 HE0599'HWYS 96 AND 39. 9.7 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK. A
 HE0599'STANDARD DISK, STAMPED R 25 1933 AND SET IN THE TOP OF A CONCRETE
 HE0599'POST PROJECTING 6 INCHES ABOVE GROUND.
 HE0599
 HE0599                          STATION RECOVERY (1975)
 HE0599
 HE0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HE0599'AT FREDONIA, WILSON CO., ON THE MISSOURI PACIFIC RAILROAD, 97 YARDS
 HE0599'NORTH OF THE NORTH END OF THE STATION, 115 FT NE FROM X-ING OF RR AND
 HE0599'HWYS 96 AND 39. 9.7 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK. A
 HE0599'STANDARD DISK, STAMPED R 25 1933 AND SET IN THE TOP OF A CONCRETE
 HE0599'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0733 ***********************************************************************
 JE0733  DESIGNATION -  R 251
 JE0733  PID         -  JE0733
 JE0733  STATE/COUNTY-  KS/LINN
 JE0733  USGS QUAD   -  PLEASANTON (1978)
 JE0733
 JE0733                         *CURRENT SURVEY CONTROL
 JE0733  ___________________________________________________________________
 JE0733* NAD 83(1986)-  38 10 31.     (N)    094 42 32.     (W)     SCALED    
 JE0733* NAVD 88     -       262.646  (meters)     861.70   (feet)  ADJUSTED  
 JE0733  ___________________________________________________________________
 JE0733  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 JE0733  DYNAMIC HT  -         262.453 (meters)     861.06  (feet)  COMP
 JE0733  MODELED GRAV-     979,888.1   (mgal)                       NAVD 88
 JE0733
 JE0733  VERT ORDER  -  SECOND    CLASS 0
 JE0733
 JE0733.The horizontal coordinates were scaled from a topographic map and have
 JE0733.an estimated accuracy of +/- 6 seconds.
 JE0733
 JE0733.The orthometric height was determined by differential leveling
 JE0733.and adjusted by the National Geodetic Survey in June 1991..
 JE0733
 JE0733.The geoid height was determined by GEOID03.
 JE0733
 JE0733.The dynamic height is computed by dividing the NAVD 88
 JE0733.geopotential number by the normal gravity value computed on the
 JE0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0733.degrees latitude (g = 980.6199 gals.).
 JE0733
 JE0733.The modeled gravity was interpolated from observed gravity values.
 JE0733
 JE0733;                    North         East    Units  Estimated Accuracy
 JE0733;SPC KS S     -   574,190.      732,080.      MT  (+/- 180 meters Scaled)
 JE0733
 JE0733                          SUPERSEDED SURVEY CONTROL
 JE0733
 JE0733  NGVD 29 (??/??/92)  262.516  (m)          861.27   (f) ADJ UNCH    2 0
 JE0733
 JE0733.Superseded values are not recommended for survey control.
 JE0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0733.See file dsdata.txt to determine how the superseded data were derived.
 JE0733
 JE0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC503266(NAD 83)
 JE0733_MARKER: DB = BENCH MARK DISK
 JE0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0733_STAMPING: R 251 1934
 JE0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0733+STABILITY: SURFACE MOTION
 JE0733
 JE0733  HISTORY     - Date     Condition        Report By
 JE0733  HISTORY     - 1934     MONUMENTED       CGS
 JE0733  HISTORY     - 1950     GOOD             NGS
 JE0733  HISTORY     - 1984     GOOD             KSDT
 JE0733  HISTORY     - 1985     GOOD             NGS
 JE0733  HISTORY     - 20010611 MARK NOT FOUND   SKW
 JE0733
 JE0733                          STATION DESCRIPTION
 JE0733
 JE0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0733'AT PLEASANTON.
 JE0733'AT PLEASANTON, LINN COUNTY, ON THE ST. LOUIS-SAN FRANCISCO
 JE0733'RAILWAY, 3-1/2 RAILS NORTH OF THE STATION, 6 FEET NORTH-NORTHWEST
 JE0733'OF THE 3RD POLE NORTH OF MILEPOST 74, 51 FEET EAST OF THE EAST
 JE0733'EDGE OF STATION PLATFORM, 31 FEET EAST OF THE EAST RAIL OF EAST
 JE0733'TRACK AND 39 FEET SOUTH OF THE SOUTH EDGE OF THE SIDEWALK.
 JE0733'A STANDARD DISK, STAMPED R 251 1934 AND SET IN THE TOP OF A
 JE0733'CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND.
 JE0733
 JE0733                          STATION RECOVERY (1984)
 JE0733
 JE0733'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1984
 JE0733'MARK LOCATED IN SOUTHEAST QUADRANT OF INTERSECTION OF BURLINGTON
 JE0733'NORTHERN RAILROAD NINTH ST. IN PLEASONTON. IT IS 6 FEET
 JE0733'NORTH-NORTHWEST OF 3RD POLE NORTH OF MILEPOST 74, 31 FEET EAST OF THE
 JE0733'EAST RAIL OF EAST TRACK AND 39 FEET SOUTH OF THE SOUTH EDGE OF
 JE0733'SIDEWALK.
 JE0733
 JE0733                          STATION RECOVERY (1985)
 JE0733
 JE0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JE0733'IN PLEASANTON, 0.08 KM (0.05 MI) EAST ALONG NINTH STREET FROM ITS
 JE0733'INTERSECTION WITH MAIN STREET, AT A RAILROAD CROSSING OF 2 TRACKS,
 JE0733'22.9 M (75.0 FT) SOUTH FROM THE CENTERLINE OF NINTH STREET, 7.60 M
 JE0733'(31.5 FT) EAST FROM THE EASTERN MOST RAIL OF THE EAST SET OF TRACKS,
 JE0733'1.82 M (6.0 FT) NORTH-NORTHWEST OF A TELEPHONE LINE POLE.
 JE0733
 JE0733                          STATION RECOVERY (2001)
 JE0733
 JE0733'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2001 (CMC)
 JE0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0303 ***********************************************************************
 HE0303  DESIGNATION -  R 252
 HE0303  PID         -  HE0303
 HE0303  STATE/COUNTY-  KS/BOURBON
 HE0303  USGS QUAD   -  HIATTVILLE (1964)
 HE0303
 HE0303                         *CURRENT SURVEY CONTROL
 HE0303  ___________________________________________________________________
 HE0303* NAD 83(1986)-  37 41 56.     (N)    094 47 43.     (W)     SCALED    
 HE0303* NAVD 88     -       300.652  (meters)     986.39   (feet)  ADJUSTED  
 HE0303  ___________________________________________________________________
 HE0303  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 HE0303  DYNAMIC HT  -         300.421 (meters)     985.63  (feet)  COMP
 HE0303  MODELED GRAV-     979,853.2   (mgal)                       NAVD 88
 HE0303
 HE0303  VERT ORDER  -  SECOND    CLASS 0
 HE0303
 HE0303.The horizontal coordinates were scaled from a topographic map and have
 HE0303.an estimated accuracy of +/- 6 seconds.
 HE0303
 HE0303.The orthometric height was determined by differential leveling
 HE0303.and adjusted by the National Geodetic Survey in June 1991..
 HE0303
 HE0303.The geoid height was determined by GEOID03.
 HE0303
 HE0303.The dynamic height is computed by dividing the NAVD 88
 HE0303.geopotential number by the normal gravity value computed on the
 HE0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0303.degrees latitude (g = 980.6199 gals.).
 HE0303
 HE0303.The modeled gravity was interpolated from observed gravity values.
 HE0303
 HE0303;                    North         East    Units  Estimated Accuracy
 HE0303;SPC KS S     -   521,050.      726,620.      MT  (+/- 180 meters Scaled)
 HE0303
 HE0303                          SUPERSEDED SURVEY CONTROL
 HE0303
 HE0303  NGVD 29 (??/??/92)  300.533  (m)          986.00   (f) ADJ UNCH    2 0
 HE0303
 HE0303.Superseded values are not recommended for survey control.
 HE0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0303.See file dsdata.txt to determine how the superseded data were derived.
 HE0303
 HE0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB417739(NAD 83)
 HE0303_MARKER: DB = BENCH MARK DISK
 HE0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0303_STAMPING: R 252 1934
 HE0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0303+STABILITY: SURFACE MOTION
 HE0303
 HE0303  HISTORY     - Date     Condition        Report By
 HE0303  HISTORY     - 1934     MONUMENTED       CGS
 HE0303
 HE0303                          STATION DESCRIPTION
 HE0303
 HE0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HE0303'0.3 MI S FROM ANNA.
 HE0303'0.3 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0303'THE STATION AT ANNA, BOURBON COUNTY, 3-1/2 RAILS SOUTH OF A
 HE0303'ROAD CROSSING, 41 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK,
 HE0303'AND 4 FEET WEST OF A CORNER FENCE POST.  A STANDARD DISK,
 HE0303'STAMPED R 252 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0233 ***********************************************************************
 HE0233  DESIGNATION -  R 253
 HE0233  PID         -  HE0233
 HE0233  STATE/COUNTY-  KS/CHEROKEE
 HE0233  USGS QUAD   -  COLUMBUS (1977)
 HE0233
 HE0233                         *CURRENT SURVEY CONTROL
 HE0233  ___________________________________________________________________
 HE0233* NAD 83(1986)-  37 13 19.     (N)    094 49 41.     (W)     SCALED    
 HE0233* NAVD 88     -       283.004  (meters)     928.49   (feet)  ADJUSTED  
 HE0233  ___________________________________________________________________
 HE0233  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 HE0233  DYNAMIC HT  -         282.778 (meters)     927.75  (feet)  COMP
 HE0233  MODELED GRAV-     979,823.9   (mgal)                       NAVD 88
 HE0233
 HE0233  VERT ORDER  -  SECOND    CLASS 0
 HE0233
 HE0233.The horizontal coordinates were scaled from a topographic map and have
 HE0233.an estimated accuracy of +/- 6 seconds.
 HE0233
 HE0233.The orthometric height was determined by differential leveling
 HE0233.and adjusted by the National Geodetic Survey in June 1991..
 HE0233
 HE0233.The geoid height was determined by GEOID03.
 HE0233
 HE0233.The dynamic height is computed by dividing the NAVD 88
 HE0233.geopotential number by the normal gravity value computed on the
 HE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0233.degrees latitude (g = 980.6199 gals.).
 HE0233
 HE0233.The modeled gravity was interpolated from observed gravity values.
 HE0233
 HE0233;                    North         East    Units  Estimated Accuracy
 HE0233;SPC KS S     -   468,050.      725,810.      MT  (+/- 180 meters Scaled)
 HE0233
 HE0233                          SUPERSEDED SURVEY CONTROL
 HE0233
 HE0233  NGVD 29 (??/??/92)  282.894  (m)          928.13   (f) ADJ UNCH    2 0
 HE0233
 HE0233.Superseded values are not recommended for survey control.
 HE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0233.See file dsdata.txt to determine how the superseded data were derived.
 HE0233
 HE0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB378210(NAD 83)
 HE0233_MARKER: DB = BENCH MARK DISK
 HE0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HE0233_STAMPING: R 253 1934
 HE0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HE0233+STABILITY: SURFACE MOTION
 HE0233
 HE0233  HISTORY     - Date     Condition        Report By
 HE0233  HISTORY     - 1934     MONUMENTED       CGS
 HE0233  HISTORY     - 1935     GOOD             NGS
 HE0233
 HE0233                          STATION DESCRIPTION
 HE0233
 HE0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HE0233'0.4 MI S FROM TRUCK.
 HE0233'0.4 MILE SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HE0233'TRUCK, CHEROKEE COUNTY, 3.5 MILES NORTH OF COLUMBUS, 2 FEET WEST
 HE0233'OF THE FIFTEENTH POLE SOUTH OF MILEPOST 144, 44 FEET NORTH OF
 HE0233'THE CENTERLINE OF A ROAD, AND 27 FEET EAST OF THE CENTERLINE OF
 HE0233'THE MAIN TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0834 ***********************************************************************
 JE0834  DESIGNATION -  R 257
 JE0834  PID         -  JE0834
 JE0834  STATE/COUNTY-  KS/JOHNSON
 JE0834  USGS QUAD   -  OLATHE (1991)
 JE0834
 JE0834                         *CURRENT SURVEY CONTROL
 JE0834  ___________________________________________________________________
 JE0834* NAD 83(1986)-  38 57 57.     (N)    094 48 59.     (W)     SCALED    
 JE0834* NAVD 88     -       255.618  (meters)     838.64   (feet)  ADJUSTED  
 JE0834  ___________________________________________________________________
 JE0834  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 JE0834  DYNAMIC HT  -         255.448 (meters)     838.08  (feet)  COMP
 JE0834  MODELED GRAV-     979,957.8   (mgal)                       NAVD 88
 JE0834
 JE0834  VERT ORDER  -  FIRST     CLASS II
 JE0834
 JE0834.The horizontal coordinates were scaled from a topographic map and have
 JE0834.an estimated accuracy of +/- 6 seconds.
 JE0834
 JE0834.The orthometric height was determined by differential leveling
 JE0834.and adjusted by the National Geodetic Survey in June 1991..
 JE0834
 JE0834.The geoid height was determined by GEOID03.
 JE0834
 JE0834.The dynamic height is computed by dividing the NAVD 88
 JE0834.geopotential number by the normal gravity value computed on the
 JE0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0834.degrees latitude (g = 980.6199 gals.).
 JE0834
 JE0834.The modeled gravity was interpolated from observed gravity values.
 JE0834
 JE0834;                    North         East    Units  Estimated Accuracy
 JE0834;SPC KS N     -    75,060.      675,850.      MT  (+/- 180 meters Scaled)
 JE0834
 JE0834                          SUPERSEDED SURVEY CONTROL
 JE0834
 JE0834  NGVD 29 (??/??/92)  255.510  (m)          838.29   (f) ADJ UNCH    1 2
 JE0834
 JE0834.Superseded values are not recommended for survey control.
 JE0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0834.See file dsdata.txt to determine how the superseded data were derived.
 JE0834
 JE0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD426145(NAD 83)
 JE0834_MARKER: DB = BENCH MARK DISK
 JE0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0834_STAMPING: R 257 1940
 JE0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0834+STABILITY: SURFACE MOTION
 JE0834
 JE0834  HISTORY     - Date     Condition        Report By
 JE0834  HISTORY     - 1940     MONUMENTED       CGS
 JE0834  HISTORY     - 1956     GOOD             USGS
 JE0834  HISTORY     - 19910220 GOOD             USPSQD
 JE0834
 JE0834                          STATION DESCRIPTION
 JE0834
 JE0834'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JE0834'AT CRAIG.
 JE0834'AT CRAIG, JOHNSON COUNTY, AT A ROAD CROSSING, 130 FEET SOUTH OF
 JE0834'THE CENTERLINE OF THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY
 JE0834'TRACK, 28 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 6 FEET
 JE0834'WEST OF A V FENCE CORNER.  A STANDARD DISK, STAMPED R 257 1940
 JE0834'AND SET IN THE TOP OF A CONCRETE POST.
 JE0834
 JE0834                          STATION RECOVERY (1991)
 JE0834
 JE0834'RECOVERY NOTE BY US POWER SQUADRON 1991 (ML)
 JE0834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0851 ***********************************************************************
 JE0851  DESIGNATION -  R 258
 JE0851  PID         -  JE0851
 JE0851  STATE/COUNTY-  KS/JOHNSON
 JE0851  USGS QUAD   -  STILWELL (1991)
 JE0851
 JE0851                         *CURRENT SURVEY CONTROL
 JE0851  ___________________________________________________________________
 JE0851* NAD 83(1986)-  38 50 24.     (N)    094 43 02.     (W)     SCALED    
 JE0851* NAVD 88     -       322.809  (meters)    1059.08   (feet)  ADJUSTED  
 JE0851  ___________________________________________________________________
 JE0851  GEOID HEIGHT-         -32.12  (meters)                     GEOID03
 JE0851  DYNAMIC HT  -         322.591 (meters)    1058.37  (feet)  COMP
 JE0851  MODELED GRAV-     979,942.4   (mgal)                       NAVD 88
 JE0851
 JE0851  VERT ORDER  -  FIRST     CLASS II
 JE0851
 JE0851.The horizontal coordinates were scaled from a topographic map and have
 JE0851.an estimated accuracy of +/- 6 seconds.
 JE0851
 JE0851.The orthometric height was determined by differential leveling
 JE0851.and adjusted by the National Geodetic Survey in June 1991..
 JE0851
 JE0851.The geoid height was determined by GEOID03.
 JE0851
 JE0851.The dynamic height is computed by dividing the NAVD 88
 JE0851.geopotential number by the normal gravity value computed on the
 JE0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0851.degrees latitude (g = 980.6199 gals.).
 JE0851
 JE0851.The modeled gravity was interpolated from observed gravity values.
 JE0851
 JE0851;                    North         East    Units  Estimated Accuracy
 JE0851;SPC KS N     -    61,410.      684,950.      MT  (+/- 180 meters Scaled)
 JE0851
 JE0851                          SUPERSEDED SURVEY CONTROL
 JE0851
 JE0851  NGVD 29 (??/??/92)  322.688  (m)         1058.69   (f) ADJ UNCH    1 2
 JE0851
 JE0851.Superseded values are not recommended for survey control.
 JE0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0851.See file dsdata.txt to determine how the superseded data were derived.
 JE0851
 JE0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD509004(NAD 83)
 JE0851_MARKER: DB = BENCH MARK DISK
 JE0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0851_STAMPING: R 258 1940
 JE0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0851+STABILITY: SURFACE MOTION
 JE0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE0851+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2001
 JE0851
 JE0851  HISTORY     - Date     Condition        Report By
 JE0851  HISTORY     - 1940     MONUMENTED       CGS
 JE0851  HISTORY     - 1950     GOOD             NGS
 JE0851  HISTORY     - 1985     GOOD             NGS
 JE0851  HISTORY     - 20010213 GOOD             INDIV
 JE0851  HISTORY     - 20050423 POOR             INDIV
 JE0851
 JE0851                          STATION DESCRIPTION
 JE0851
 JE0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0851'0.5 MI S FROM MORSE.
 JE0851'0.5 MILE SOUTH ALONG A GRAVEL ROAD FROM MORSE, JOHNSON COUNTY,
 JE0851'THENCE 0.4 MILE EAST ALONG ANOTHER GRAVEL ROAD, AT THE GEORGE C.
 JE0851'TAYLOR RANCH HOUSE, IN THE SOUTHEAST CORNER OF THE YARD, 21 FEET
 JE0851'NORTH OF THE CENTERLINE OF THE ROAD, 17 FEET WEST OF THE CENTERLINE
 JE0851'OF A DRIVEWAY, AND 2 FEET WEST OF A 4- BY 4-INCH WHITE WOODEN
 JE0851'WITNESS POST PROJECTING ABOUT TWO FEET ABOVE GROUND.  A STANDARD
 JE0851'DISK, STAMPED R 258 1940 AND SET IN THE TOP OF A CONCRETE POST.
 JE0851
 JE0851                          STATION RECOVERY (1985)
 JE0851
 JE0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JE0851'0.08 KM (0.5 MI) SOUTH ALONG QUIVERA ROAD FROM THE JUNCTION WITH
 JE0851'155TH TERRACE, AT MORSE, THENCE 0.64 KM (0.4 MI) LEFT AND EAST ALONG
 JE0851'159TH STREET TO THE MARK ON THE LEFT, 29.88 MILES (98.0 FEET)
 JE0851'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AT 11300 159TH STREET,
 JE0851'7.8 MILE (25.5 FEET) NORTH OF THE CENTERLINE OF 159TH STREET, 2.4
 JE0851'MILES (8.0 FEET) WEST OF THE CENERLINE OF A DRIVEWAY TO THE HOUSE.
 JE0851
 JE0851                          STATION RECOVERY (2001)
 JE0851
 JE0851'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (GMW)
 JE0851'RECOVERED IN GOOD CONDITION.
 JE0851
 JE0851                          STATION RECOVERY (2005)
 JE0851
 JE0851'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 JE0851'CONCRETE POST APPEARS TO HAVE BEEN HIT AND IS VERY LOOSE IN THE
 JE0851'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0274 ***********************************************************************
 KE0274  DESIGNATION -  R 259
 KE0274  PID         -  KE0274
 KE0274  STATE/COUNTY-  KS/JOHNSON
 KE0274  USGS QUAD   -  EDWARDSVILLE (1991)
 KE0274
 KE0274                         *CURRENT SURVEY CONTROL
 KE0274  ___________________________________________________________________
 KE0274* NAD 83(1986)-  39 02 51.     (N)    094 49 47.     (W)     SCALED    
 KE0274* NAVD 88     -       234.933  (meters)     770.78   (feet)  ADJUSTED  
 KE0274  ___________________________________________________________________
 KE0274  GEOID HEIGHT-         -32.28  (meters)                     GEOID03
 KE0274  DYNAMIC HT  -         234.781 (meters)     770.28  (feet)  COMP
 KE0274  MODELED GRAV-     979,975.2   (mgal)                       NAVD 88
 KE0274
 KE0274  VERT ORDER  -  SECOND    CLASS 0
 KE0274
 KE0274.The horizontal coordinates were scaled from a topographic map and have
 KE0274.an estimated accuracy of +/- 6 seconds.
 KE0274
 KE0274.The orthometric height was determined by differential leveling
 KE0274.and adjusted by the National Geodetic Survey in June 1991..
 KE0274
 KE0274.The geoid height was determined by GEOID03.
 KE0274
 KE0274.The dynamic height is computed by dividing the NAVD 88
 KE0274.geopotential number by the normal gravity value computed on the
 KE0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0274.degrees latitude (g = 980.6199 gals.).
 KE0274
 KE0274.The modeled gravity was interpolated from observed gravity values.
 KE0274
 KE0274;                    North         East    Units  Estimated Accuracy
 KE0274;SPC KS N     -    84,080.      674,380.      MT  (+/- 180 meters Scaled)
 KE0274
 KE0274                          SUPERSEDED SURVEY CONTROL
 KE0274
 KE0274  NGVD 29 (??/??/92)  234.837  (m)          770.46   (f) ADJ UNCH    2 0
 KE0274
 KE0274.Superseded values are not recommended for survey control.
 KE0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0274.See file dsdata.txt to determine how the superseded data were derived.
 KE0274
 KE0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD416236(NAD 83)
 KE0274_MARKER: DB = BENCH MARK DISK
 KE0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0274_STAMPING: R 259 1940
 KE0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0274+STABILITY: SURFACE MOTION
 KE0274
 KE0274  HISTORY     - Date     Condition        Report By
 KE0274  HISTORY     - 1940     MONUMENTED       CGS
 KE0274  HISTORY     - 1951     GOOD             NGS
 KE0274  HISTORY     - 1986     MARK NOT FOUND   NGS
 KE0274  HISTORY     - 20051112 MARK NOT FOUND   GEOCAC
 KE0274
 KE0274                          STATION DESCRIPTION
 KE0274
 KE0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0274'1.5 MI W FROM HOLLIDAY.
 KE0274'1.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0274'FROM THE STATION AT HOLLIDAY, JOHNSON COUNTY, AT A ROAD CROSSING,
 KE0274'95 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 72.5 FEET
 KE0274'SOUTH OF THE CENTERLINE OF THE TRACK, 35 FEET EAST OF THE
 KE0274'CENTERLINE OF THE ROAD, 32 FEET SOUTHEAST OF A FENCE CORNER,
 KE0274'22 FEET SOUTH OF THE RAILROAD RIGHT-OF-WAY FENCE, AND 16 FEET
 KE0274'EAST OF THE NORTH AND SOUTH FENCE.  A STANDARD DISK, STAMPED
 KE0274'R 259 1940 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 KE0274'THE GROUND.
 KE0274
 KE0274                          STATION RECOVERY (1986)
 KE0274
 KE0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0274'MARK NOT FOUND.
 KE0274
 KE0274                          STATION RECOVERY (2005)
 KE0274
 KE0274'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE0274'THE AREA HAS BEEN USED TO DUMP DEBRIS AND MULCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0620 ***********************************************************************
 JG0620  DESIGNATION -  R 26
 JG0620  PID         -  JG0620
 JG0620  STATE/COUNTY-  KS/NESS
 JG0620  USGS QUAD   -  RANSOM (1980)
 JG0620
 JG0620                         *CURRENT SURVEY CONTROL
 JG0620  ___________________________________________________________________
 JG0620* NAD 83(1986)-  38 39 13.     (N)    099 55 00.     (W)     SCALED    
 JG0620* NAVD 88     -       760.488  (meters)    2495.03   (feet)  ADJUSTED  
 JG0620  ___________________________________________________________________
 JG0620  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 JG0620  DYNAMIC HT  -         759.887 (meters)    2493.06  (feet)  COMP
 JG0620  MODELED GRAV-     979,812.4   (mgal)                       NAVD 88
 JG0620
 JG0620  VERT ORDER  -  SECOND    CLASS 0
 JG0620
 JG0620.The horizontal coordinates were scaled from a topographic map and have
 JG0620.an estimated accuracy of +/- 6 seconds.
 JG0620
 JG0620.The orthometric height was determined by differential leveling
 JG0620.and adjusted by the National Geodetic Survey in June 1991..
 JG0620
 JG0620.The geoid height was determined by GEOID03.
 JG0620
 JG0620.The dynamic height is computed by dividing the NAVD 88
 JG0620.geopotential number by the normal gravity value computed on the
 JG0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0620.degrees latitude (g = 980.6199 gals.).
 JG0620
 JG0620.The modeled gravity was interpolated from observed gravity values.
 JG0620
 JG0620;                    North         East    Units  Estimated Accuracy
 JG0620;SPC KS S     -   621,470.      276,690.      MT  (+/- 180 meters Scaled)
 JG0620
 JG0620                          SUPERSEDED SURVEY CONTROL
 JG0620
 JG0620  NGVD 29 (??/??/92)  760.183  (m)         2494.03   (f) ADJ UNCH    2 0
 JG0620
 JG0620.Superseded values are not recommended for survey control.
 JG0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0620.See file dsdata.txt to determine how the superseded data were derived.
 JG0620
 JG0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH202787(NAD 83)
 JG0620_MARKER: DB = BENCH MARK DISK
 JG0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0620_STAMPING: R 26 1934
 JG0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0620+STABILITY: SURFACE MOTION
 JG0620
 JG0620  HISTORY     - Date     Condition        Report By
 JG0620  HISTORY     - 1934     MONUMENTED       CGS
 JG0620  HISTORY     - 1940     GOOD             NGS
 JG0620  HISTORY     - 1977     MARK NOT FOUND   USGS
 JG0620
 JG0620                          STATION DESCRIPTION
 JG0620
 JG0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JG0620'1.8 MI NE FROM RANSOM.
 JG0620'1.8 MILES NORTHEAST OF THE RED BRICK SCHOOL HOUSE IN RANSOM,
 JG0620'TO REACH FROM THE RED BRICK SCHOOL HOUSE IN RANSOM, PROCEED EASTERLY
 JG0620'ON GRAVELED ROAD, GO 0.8 MILE, TURN LEFT (NORTH) ONTO GRAVELED
 JG0620'ROAD (FORMERLY STATE HIGHWAY NO. 21), GO 1.0 MILE.  BENCH MARK
 JG0620'IS IN THE SOUTHWEST CORNER OF SECTION 18, R 23 W, T 16 S.  40
 JG0620'FEET EAST OF THE CENTER LINE OF THE ROAD.  24 FEET NORTH OF THE
 JG0620'CENTER LINE OF AN EAST-WEST SECTION LINE ROAD.  8 FEET EAST OF
 JG0620'FENCE CORNER.  NO 4 X 4 INCH WHITE WOODEN POST SET--FENCE CORNER
 JG0620'SERVES AS LANDMARK.  STD. DISK BM IN CONCRETE POST PROJECTING
 JG0620'3 INCHES.
 JG0620
 JG0620                          STATION RECOVERY (1977)
 JG0620
 JG0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 JG0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0652 ***********************************************************************
 KF0652  DESIGNATION -  R 263
 KF0652  PID         -  KF0652
 KF0652  STATE/COUNTY-  KS/RILEY
 KF0652  USGS QUAD   -  KEATS (1992)
 KF0652
 KF0652                         *CURRENT SURVEY CONTROL
 KF0652  ___________________________________________________________________
 KF0652* NAD 83(1986)-  39 08 48.     (N)    096 38 55.     (W)     SCALED    
 KF0652* NAVD 88     -       316.054  (meters)    1036.92   (feet)  ADJUSTED  
 KF0652  ___________________________________________________________________
 KF0652  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 KF0652  DYNAMIC HT  -         315.843 (meters)    1036.23  (feet)  COMP
 KF0652  MODELED GRAV-     979,954.3   (mgal)                       NAVD 88
 KF0652
 KF0652  VERT ORDER  -  FIRST     CLASS II
 KF0652
 KF0652.The horizontal coordinates were scaled from a topographic map and have
 KF0652.an estimated accuracy of +/- 6 seconds.
 KF0652
 KF0652.The orthometric height was determined by differential leveling
 KF0652.and adjusted by the National Geodetic Survey in June 1991..
 KF0652
 KF0652.The geoid height was determined by GEOID03.
 KF0652
 KF0652.The dynamic height is computed by dividing the NAVD 88
 KF0652.geopotential number by the normal gravity value computed on the
 KF0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0652.degrees latitude (g = 980.6199 gals.).
 KF0652
 KF0652.The modeled gravity was interpolated from observed gravity values.
 KF0652
 KF0652;                    North         East    Units  Estimated Accuracy
 KF0652;SPC KS N     -    91,160.      516,820.      MT  (+/- 180 meters Scaled)
 KF0652
 KF0652                          SUPERSEDED SURVEY CONTROL
 KF0652
 KF0652  NGVD 29 (??/??/92)  315.928  (m)         1036.51   (f) ADJ UNCH    1 2
 KF0652
 KF0652.Superseded values are not recommended for survey control.
 KF0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0652.See file dsdata.txt to determine how the superseded data were derived.
 KF0652
 KF0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ032356(NAD 83)
 KF0652_MARKER: DB = BENCH MARK DISK
 KF0652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KF0652_SP_SET: ABUTMENT
 KF0652_STAMPING: R 263 1940
 KF0652_MARK LOGO: CGS   
 KF0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0652+STABILITY: SURFACE MOTION
 KF0652
 KF0652  HISTORY     - Date     Condition        Report By
 KF0652  HISTORY     - 1940     MONUMENTED       CGS
 KF0652  HISTORY     - 1965     GOOD             NGS
 KF0652  HISTORY     - 1967     GOOD             NGS
 KF0652  HISTORY     - 1986     GOOD             NGS
 KF0652
 KF0652                          STATION DESCRIPTION
 KF0652
 KF0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KF0652'3.9 MI E FROM OGDENBURG.
 KF0652'3.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KF0652'AT OGDENBURG, ACROSS THE RIGHT-OF-WAY FROM RAILROAD BRIDGE 126.32,
 KF0652'60 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, ON TOP OF THE
 KF0652'SOUTHEAST WINGWALL OF STATE HIGHWAY 18, BRIDGE.  A STANDARD DISK,
 KF0652'STAMPED, R 263 1940.
 KF0652
 KF0652                          STATION RECOVERY (1967)
 KF0652
 KF0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KF0652'RECOVERED IN GOOD CONDITION.
 KF0652
 KF0652                          STATION RECOVERY (1986)
 KF0652
 KF0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0652'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.3 KM (5.8
 KF0652'MI) WESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION IN
 KF0652'MANHATTAN, IN THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF A HIGHWAY
 KF0652'BRIDGE SPANNING A CREEK, 17.9 M (58.7 FT) NORTHWEST OF THE NEAR RAIL,
 KF0652'AND 5.1 M (16.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0611 ***********************************************************************
 KE0611  DESIGNATION -  R 264
 KE0611  PID         -  KE0611
 KE0611  STATE/COUNTY-  KS/DOUGLAS
 KE0611  USGS QUAD   -  PERRY (1975)
 KE0611
 KE0611                         *CURRENT SURVEY CONTROL
 KE0611  ___________________________________________________________________
 KE0611* NAD 83(1986)-  39 03 20.     (N)    095 24 14.     (W)     SCALED    
 KE0611* NAVD 88     -       256.802  (meters)     842.52   (feet)  ADJUSTED  
 KE0611  ___________________________________________________________________
 KE0611  GEOID HEIGHT-         -31.63  (meters)                     GEOID03
 KE0611  DYNAMIC HT  -         256.636 (meters)     841.98  (feet)  COMP
 KE0611  MODELED GRAV-     979,974.2   (mgal)                       NAVD 88
 KE0611
 KE0611  VERT ORDER  -  FIRST     CLASS II
 KE0611
 KE0611.The horizontal coordinates were scaled from a topographic map and have
 KE0611.an estimated accuracy of +/- 6 seconds.
 KE0611
 KE0611.The orthometric height was determined by differential leveling
 KE0611.and adjusted by the National Geodetic Survey in June 1991..
 KE0611
 KE0611.The geoid height was determined by GEOID03.
 KE0611
 KE0611.The dynamic height is computed by dividing the NAVD 88
 KE0611.geopotential number by the normal gravity value computed on the
 KE0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0611.degrees latitude (g = 980.6199 gals.).
 KE0611
 KE0611.The modeled gravity was interpolated from observed gravity values.
 KE0611
 KE0611;                    North         East    Units  Estimated Accuracy
 KE0611;SPC KS N     -    83,400.      624,680.      MT  (+/- 180 meters Scaled)
 KE0611
 KE0611                          SUPERSEDED SURVEY CONTROL
 KE0611
 KE0611  NGVD 29 (??/??/92)  256.722  (m)          842.26   (f) ADJ UNCH    1 2
 KE0611
 KE0611.Superseded values are not recommended for survey control.
 KE0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0611.See file dsdata.txt to determine how the superseded data were derived.
 KE0611
 KE0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD919256(NAD 83)
 KE0611_MARKER: DB = BENCH MARK DISK
 KE0611_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE0611_SP_SET: BRIDGE ABUTMENT
 KE0611_STAMPING: R 264 1940
 KE0611_MARK LOGO: CGS   
 KE0611_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE0611+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1997
 KE0611
 KE0611  HISTORY     - Date     Condition        Report By
 KE0611  HISTORY     - 1940     MONUMENTED       CGS
 KE0611  HISTORY     - 1951     GOOD             NGS
 KE0611  HISTORY     - 1986     GOOD             NGS
 KE0611  HISTORY     - 19971107 GOOD             NGS
 KE0611
 KE0611                          STATION DESCRIPTION
 KE0611
 KE0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KE0611'0.7 MI W FROM LECOMPTON.
 KE0611'0.7 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 KE0611'FROM THE STATION AT LECOMPTON, DOUGLAS COUNTY, AT THE SOUTHEAST
 KE0611'END OF BRIDGE 38 A, IN THE TOP OF THE SOUTHWEST END OF THE
 KE0611'BRIDGE SEAT, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE, 2 FEET
 KE0611'SOUTHEAST OF THE NORTHWEST EDGE, AND 5-1/2 FEET LOWER THAN
 KE0611'THE TRACK.  A STANDARD DISK, STAMPED R 264 1940.
 KE0611
 KE0611                          STATION RECOVERY (1986)
 KE0611
 KE0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0611'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.0 KM (9.3
 KE0611'MI) WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH U.S. HIGHWAY
 KE0611'59 IN LAWRENCE,  THENCE 6.4 KM (4.0 MI) NORTH ALONG COUNTY ROAD 500 E,
 KE0611'THENCE 0.5 KM (0.3 MI) SOUTHEAST ALONG THE SANTA FE RAILROAD.
 KE0611
 KE0611                          STATION RECOVERY (1997)
 KE0611
 KE0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 KE0611'1.4 KM (0.85 MI) WESTERLY ALONG WOODSON AVENUE AND THEN COUNTY ROAD
 KE0611'2100 NORTH FROM THE POST OFFICE IN LECOMPTON, THENCE 1.6 KM (1.00 MI)
 KE0611'NORTHERLY ALONG COUNTY ROAD 500 EAST, THENCE 0.5 KM (0.30 MI)
 KE0611'SOUTHEASTERLY ALONG THE BURLINGTON NORTHERN RAILROAD, NEAR THE
 KE0611'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE RAILROAD BRIDGE
 KE0611'SPANNING COON CREEK, 2.1 M (6.9 FT) SOUTHWEST OF THE NEAR RAIL, 2.0 M
 KE0611'(6.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.7 M (2.3 FT) NORTHEAST OF
 KE0611'THE SOUTHWEST END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0384 ***********************************************************************
 JG0384  DESIGNATION -  R 267
 JG0384  PID         -  JG0384
 JG0384  STATE/COUNTY-  KS/ELLIS
 JG0384  USGS QUAD   -  HAYS SOUTH (1983)
 JG0384
 JG0384                         *CURRENT SURVEY CONTROL
 JG0384  ___________________________________________________________________
 JG0384* NAD 83(1986)-  38 50 52.     (N)    099 20 12.     (W)     SCALED    
 JG0384* NAVD 88     -       614.967  (meters)    2017.60   (feet)  ADJUSTED  
 JG0384  ___________________________________________________________________
 JG0384  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 JG0384  DYNAMIC HT  -         614.508 (meters)    2016.10  (feet)  COMP
 JG0384  MODELED GRAV-     979,861.9   (mgal)                       NAVD 88
 JG0384
 JG0384  VERT ORDER  -  SECOND    CLASS 0
 JG0384
 JG0384.The horizontal coordinates were scaled from a topographic map and have
 JG0384.an estimated accuracy of +/- 6 seconds.
 JG0384
 JG0384.The orthometric height was determined by differential leveling
 JG0384.and adjusted by the National Geodetic Survey in June 1991..
 JG0384
 JG0384.The geoid height was determined by GEOID03.
 JG0384
 JG0384.The dynamic height is computed by dividing the NAVD 88
 JG0384.geopotential number by the normal gravity value computed on the
 JG0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0384.degrees latitude (g = 980.6199 gals.).
 JG0384
 JG0384.The modeled gravity was interpolated from observed gravity values.
 JG0384
 JG0384;                    North         East    Units  Estimated Accuracy
 JG0384;SPC KS N     -    57,970.      283,970.      MT  (+/- 180 meters Scaled)
 JG0384
 JG0384                          SUPERSEDED SURVEY CONTROL
 JG0384
 JG0384  NGVD 29 (??/??/92)  614.710  (m)         2016.76   (f) ADJ UNCH    2 0
 JG0384
 JG0384.Superseded values are not recommended for survey control.
 JG0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0384.See file dsdata.txt to determine how the superseded data were derived.
 JG0384
 JG0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH707999(NAD 83)
 JG0384_MARKER: DB = BENCH MARK DISK
 JG0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0384_SP_SET: CULVERT
 JG0384_STAMPING: R 267 1940
 JG0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0384+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 JG0384
 JG0384  HISTORY     - Date     Condition        Report By
 JG0384  HISTORY     - 1940     MONUMENTED       CGS
 JG0384  HISTORY     - 1969     GOOD             NGS
 JG0384  HISTORY     - 20050601 GOOD             USGS
 JG0384
 JG0384                          STATION DESCRIPTION
 JG0384
 JG0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0384'1.2 MI S FROM HAYS.
 JG0384'1.23 MILES SOUTH ALONG HIGHWAYS FROM THE WASHINGTON SCHOOL
 JG0384'IN HAYS, TO REACH FROM THE WASHINGTON SCHOOL IN HAYS, PROCEED
 JG0384'SOUTHWARD ALONG HIGHWAYS U.S. NO. 183 AND STATE NO. 1, GO 1.2
 JG0384'MILES.  BENCH MARK IS 380 FEET SOUTH OF CENTER OF THE INTERSECTION
 JG0384'OF HIGHWAYS AND A SECTION LINE ROAD.  14.6 FEET WEST OF CENTER
 JG0384'LINE OF THE HIGHWAY, ON TOP OF THE WEST HEADWALL OF A CONCRETE
 JG0384'HIGHWAY CULVERT.  SET FLUSH AND HORIZONTALLY. NO 4 X 4 INCH
 JG0384'WOODEN POST SET--CULVERT SERVES AS LANDMARK.
 JG0384
 JG0384                          STATION RECOVERY (1969)
 JG0384
 JG0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JG0384'RECOVERED IN GOOD CONDITION.
 JG0384
 JG0384                          STATION RECOVERY (2005)
 JG0384
 JG0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2005 (RWG)
 JG0384'ON WEST SIDE OF ROAD, SOUTHWEST CORNER OF CONCRETE CULVERT 1.0 MILES
 JG0384'SOUTH OF THE INTERSECTION OF SOUTH MAIN STREET AND OLD HIGHWAY 40
 JG0384'BYPASS, OR 0.6 MILES SOUTH OF SOUTH ENTRANCE TO KANSAS STATE
 JG0384'UNIVERSITY AGRICULTURAL RESEARCH STATION DRIVEWAY AND WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0548 ***********************************************************************
 JG0548  DESIGNATION -  R 268
 JG0548  PID         -  JG0548
 JG0548  STATE/COUNTY-  KS/NESS
 JG0548  USGS QUAD   -  OSGOOD (1980)
 JG0548
 JG0548                         *CURRENT SURVEY CONTROL
 JG0548  ___________________________________________________________________
 JG0548* NAD 83(1986)-  38 39 32.     (N)    099 49 09.     (W)     SCALED    
 JG0548* NAVD 88     -       745.602  (meters)    2446.20   (feet)  ADJUSTED  
 JG0548  ___________________________________________________________________
 JG0548  GEOID HEIGHT-         -25.83  (meters)                     GEOID03
 JG0548  DYNAMIC HT  -         745.017 (meters)    2444.28  (feet)  COMP
 JG0548  MODELED GRAV-     979,818.3   (mgal)                       NAVD 88
 JG0548
 JG0548  VERT ORDER  -  SECOND    CLASS 0
 JG0548
 JG0548.The horizontal coordinates were scaled from a topographic map and have
 JG0548.an estimated accuracy of +/- 6 seconds.
 JG0548
 JG0548.The orthometric height was determined by differential leveling
 JG0548.and adjusted by the National Geodetic Survey in June 1991..
 JG0548
 JG0548.The geoid height was determined by GEOID03.
 JG0548
 JG0548.The dynamic height is computed by dividing the NAVD 88
 JG0548.geopotential number by the normal gravity value computed on the
 JG0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0548.degrees latitude (g = 980.6199 gals.).
 JG0548
 JG0548.The modeled gravity was interpolated from observed gravity values.
 JG0548
 JG0548;                    North         East    Units  Estimated Accuracy
 JG0548;SPC KS S     -   621,930.      285,180.      MT  (+/- 180 meters Scaled)
 JG0548
 JG0548                          SUPERSEDED SURVEY CONTROL
 JG0548
 JG0548  NGVD 29 (??/??/92)  745.305  (m)         2445.22   (f) ADJ UNCH    2 0
 JG0548
 JG0548.Superseded values are not recommended for survey control.
 JG0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0548.See file dsdata.txt to determine how the superseded data were derived.
 JG0548
 JG0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH287792(NAD 83)
 JG0548_MARKER: DB = BENCH MARK DISK
 JG0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0548_STAMPING: R 268 1940
 JG0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0548+STABILITY: SURFACE MOTION
 JG0548
 JG0548  HISTORY     - Date     Condition        Report By
 JG0548  HISTORY     - 1940     MONUMENTED       CGS
 JG0548
 JG0548                          STATION DESCRIPTION
 JG0548
 JG0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JG0548'4.6 MI W FROM BROWNELL.
 JG0548'4.6 MILES WEST OF BY RAIL FROM DEPOT.  ALONG THE RIGHT-OF-WAY OF
 JG0548'THE MISSOURI PACIFIC RR, 6.5 POLES EAST OF MILE POST 621.  42
 JG0548'FEET SOUTH OF THE CENTER LINE OF THE TRACK.  8 FEET NORTH OF
 JG0548'A WIRE FENCE.  3.0 FEET WEST OF A WHITE 4 X 4 INCH WOODEN POST
 JG0548'THAT PROJECTS 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0497 ***********************************************************************
 JG0497  DESIGNATION -  R 27
 JG0497  PID         -  JG0497
 JG0497  STATE/COUNTY-  KS/HODGEMAN
 JG0497  USGS QUAD   -  JETMORE (1969)
 JG0497
 JG0497                         *CURRENT SURVEY CONTROL
 JG0497  ___________________________________________________________________
 JG0497* NAD 83(1986)-  38 05 01.     (N)    099 53 37.     (W)     SCALED    
 JG0497* NAVD 88     -       703.368  (meters)    2307.63   (feet)  ADJUSTED  
 JG0497  ___________________________________________________________________
 JG0497  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0497  DYNAMIC HT  -         702.787 (meters)    2305.73  (feet)  COMP
 JG0497  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 JG0497
 JG0497  VERT ORDER  -  SECOND    CLASS 0
 JG0497
 JG0497.The horizontal coordinates were scaled from a topographic map and have
 JG0497.an estimated accuracy of +/- 6 seconds.
 JG0497
 JG0497.The orthometric height was determined by differential leveling
 JG0497.and adjusted by the National Geodetic Survey in June 1991..
 JG0497
 JG0497.The geoid height was determined by GEOID03.
 JG0497
 JG0497.The dynamic height is computed by dividing the NAVD 88
 JG0497.geopotential number by the normal gravity value computed on the
 JG0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0497.degrees latitude (g = 980.6199 gals.).
 JG0497
 JG0497.The modeled gravity was interpolated from observed gravity values.
 JG0497
 JG0497;                    North         East    Units  Estimated Accuracy
 JG0497;SPC KS S     -   558,170.      277,750.      MT  (+/- 180 meters Scaled)
 JG0497
 JG0497                          SUPERSEDED SURVEY CONTROL
 JG0497
 JG0497  NGVD 29 (??/??/92)  703.117  (m)         2306.81   (f) ADJ UNCH    2 0
 JG0497
 JG0497.Superseded values are not recommended for survey control.
 JG0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0497.See file dsdata.txt to determine how the superseded data were derived.
 JG0497
 JG0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH216154(NAD 83)
 JG0497_MARKER: DB = BENCH MARK DISK
 JG0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0497_STAMPING: R 27 1934
 JG0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0497+STABILITY: SURFACE MOTION
 JG0497
 JG0497  HISTORY     - Date     Condition        Report By
 JG0497  HISTORY     - 1934     MONUMENTED       CGS
 JG0497  HISTORY     - 1946     GOOD             NGS
 JG0497
 JG0497                          STATION DESCRIPTION
 JG0497
 JG0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0497'AT JETMORE.
 JG0497'RECOVERED AS DESCRIBED-- AT JETMORE, LOCATED IN THE NORTHWEST
 JG0497'CORNER OF THE HODGEMAN COUNTY COURTHOUSE YARD.  135 FEET NORTHWEST
 JG0497'OF THE NORTHWEST CORNER OF THE HODGEMAN COUNTY COURTHOUSE.  50
 JG0497'FEET EAST OF CENTERLINE OF MAIN STREET.  36 FEET SOUTH OF
 JG0497'CENTERLINE OF STREET ALONG NORTH SIDE OF COURTHOUSE.  STANDARD
 JG0497'DISK SET IN CONCRETE POST.
 JG0497
 JG0497                          STATION RECOVERY (1946)
 JG0497
 JG0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 JG0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0273 ***********************************************************************
 JH0273  DESIGNATION -  R 271
 JH0273  PID         -  JH0273
 JH0273  STATE/COUNTY-  KS/WICHITA
 JH0273  USGS QUAD   -  LEOTI NW (1970)
 JH0273
 JH0273                         *CURRENT SURVEY CONTROL
 JH0273  ___________________________________________________________________
 JH0273* NAD 83(1986)-  38 29 06.     (N)    101 27 33.     (W)     SCALED    
 JH0273* NAVD 88     -      1028.775  (meters)    3375.24   (feet)  ADJUSTED  
 JH0273  ___________________________________________________________________
 JH0273  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 JH0273  DYNAMIC HT  -        1027.873 (meters)    3372.28  (feet)  COMP
 JH0273  MODELED GRAV-     979,716.1   (mgal)                       NAVD 88
 JH0273
 JH0273  VERT ORDER  -  SECOND    CLASS 0
 JH0273
 JH0273.The horizontal coordinates were scaled from a topographic map and have
 JH0273.an estimated accuracy of +/- 6 seconds.
 JH0273
 JH0273.The orthometric height was determined by differential leveling
 JH0273.and adjusted by the National Geodetic Survey in June 1991..
 JH0273
 JH0273.The geoid height was determined by GEOID03.
 JH0273
 JH0273.The dynamic height is computed by dividing the NAVD 88
 JH0273.geopotential number by the normal gravity value computed on the
 JH0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0273.degrees latitude (g = 980.6199 gals.).
 JH0273
 JH0273.The modeled gravity was interpolated from observed gravity values.
 JH0273
 JH0273;                    North         East    Units  Estimated Accuracy
 JH0273;SPC KS S     -   605,910.      141,860.      MT  (+/- 180 meters Scaled)
 JH0273
 JH0273                          SUPERSEDED SURVEY CONTROL
 JH0273
 JH0273  NGVD 29 (??/??/92) 1028.381  (m)         3373.95   (f) ADJ UNCH    2 0
 JH0273
 JH0273.Superseded values are not recommended for survey control.
 JH0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0273.See file dsdata.txt to determine how the superseded data were derived.
 JH0273
 JH0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH855624(NAD 83)
 JH0273_MARKER: DB = BENCH MARK DISK
 JH0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0273_STAMPING: R 271 1940
 JH0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0273+STABILITY: SURFACE MOTION
 JH0273
 JH0273  HISTORY     - Date     Condition        Report By
 JH0273  HISTORY     - 1940     MONUMENTED       CGS
 JH0273
 JH0273                          STATION DESCRIPTION
 JH0273
 JH0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0273'4.4 MI E FROM SELKIRK.
 JH0273'4.4 MILES EAST OF MISSOURI PACIFIC RAILROAD STATION IN SELKIRK.
 JH0273'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE MISSOURI PACIFIC
 JH0273'RAILROAD, 5.0 FEET EAST OF THE THIRD POLE WEST OF MILEPOST NO.
 JH0273'712-20, 40.5 FEET NORTH OF THE CENTER LINE OF THE TRACK, 29 FEET
 JH0273'NORTH OF BLOCK SIGNAL NO. 7125, 2.0 FEET WEST OF A 4 X 4 INCH
 JH0273'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 JH0273'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0205 ***********************************************************************
 JH0205  DESIGNATION -  R 272
 JH0205  PID         -  JH0205
 JH0205  STATE/COUNTY-  KS/WICHITA
 JH0205  USGS QUAD   -  LEOTI (1970)
 JH0205
 JH0205                         *CURRENT SURVEY CONTROL
 JH0205  ___________________________________________________________________
 JH0205* NAD 83(1986)-  38 23 34.     (N)    101 20 52.     (W)     SCALED    
 JH0205* NAVD 88     -      1006.760  (meters)    3303.01   (feet)  ADJUSTED  
 JH0205  ___________________________________________________________________
 JH0205  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 JH0205  DYNAMIC HT  -        1005.890 (meters)    3300.16  (feet)  COMP
 JH0205  MODELED GRAV-     979,730.1   (mgal)                       NAVD 88
 JH0205
 JH0205  VERT ORDER  -  SECOND    CLASS 0
 JH0205
 JH0205.The horizontal coordinates were scaled from a topographic map and have
 JH0205.an estimated accuracy of +/- 6 seconds.
 JH0205
 JH0205.The orthometric height was determined by differential leveling
 JH0205.and adjusted by the National Geodetic Survey in June 1991..
 JH0205
 JH0205.The geoid height was determined by GEOID03.
 JH0205
 JH0205.The dynamic height is computed by dividing the NAVD 88
 JH0205.geopotential number by the normal gravity value computed on the
 JH0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0205.degrees latitude (g = 980.6199 gals.).
 JH0205
 JH0205.The modeled gravity was interpolated from observed gravity values.
 JH0205
 JH0205;                    North         East    Units  Estimated Accuracy
 JH0205;SPC KS S     -   595,380.      151,260.      MT  (+/- 180 meters Scaled)
 JH0205
 JH0205                          SUPERSEDED SURVEY CONTROL
 JH0205
 JH0205  NGVD 29 (??/??/92) 1006.390  (m)         3301.80   (f) ADJ UNCH    2 0
 JH0205
 JH0205.Superseded values are not recommended for survey control.
 JH0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0205.See file dsdata.txt to determine how the superseded data were derived.
 JH0205
 JH0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH949520(NAD 83)
 JH0205_MARKER: DB = BENCH MARK DISK
 JH0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0205_STAMPING: R 272 1940
 JH0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0205+STABILITY: SURFACE MOTION
 JH0205
 JH0205  HISTORY     - Date     Condition        Report By
 JH0205  HISTORY     - 1940     MONUMENTED       CGS
 JH0205  HISTORY     - 1941     GOOD             NGS
 JH0205
 JH0205                          STATION DESCRIPTION
 JH0205
 JH0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JH0205'6 MI SSE FROM LEOTI.
 JH0205'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED SOUTH-SOUTHEAST
 JH0205'ALONG STATE HIGHWAY NO. 25, GO 6.0 MILES.  BENCH MARK IS ON
 JH0205'THE OUTSIDE NEAR THE SOUTH END OF A CURVE IN THE HIGHWAY, ACROSS
 JH0205'THE HIGHWAY FROM A FARM HOUSE, 115 FEET SOUTHEAST OF CENTER
 JH0205'OF INTERSECTION OF STATE HIGHWAY NO. 25 AND A GRADED T-ROAD
 JH0205'RUNNING WESTWARD, 86 FEET EAST OF CENTER LINE OF THE HIGHWAY,
 JH0205'54 FEET SOUTH OF A FENCE CORNER, 16 FEET SOUTH OF SOUTH END OF
 JH0205'A WIRE GATE IN FENCE LINE, 2.5 FEET NORTH OF A 4 X 4 INCH WOODEN
 JH0205'POST PAINTED WHITE PROJECTING 2.0 FEET, 1.2 FEET EAST OF FENCE.
 JH0205'MONUMENT PROJECTS 0.3 FOOT.
 JH0205
 JH0205                          STATION RECOVERY (1941)
 JH0205
 JH0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JH0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0915 ***********************************************************************
 JE0915  DESIGNATION -  R 276
 JE0915  PID         -  JE0915
 JE0915  STATE/COUNTY-  KS/FRANKLIN
 JE0915  USGS QUAD   -  OTTAWA NORTH (1983)
 JE0915
 JE0915                         *CURRENT SURVEY CONTROL
 JE0915  ___________________________________________________________________
 JE0915* NAD 83(1986)-  38 39 07.     (N)    095 15 53.     (W)     SCALED    
 JE0915* NAVD 88     -       276.864  (meters)     908.34   (feet)  ADJUSTED  
 JE0915  ___________________________________________________________________
 JE0915  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 JE0915  DYNAMIC HT  -         276.675 (meters)     907.72  (feet)  COMP
 JE0915  MODELED GRAV-     979,937.9   (mgal)                       NAVD 88
 JE0915
 JE0915  VERT ORDER  -  SECOND    CLASS 0
 JE0915
 JE0915.The horizontal coordinates were scaled from a topographic map and have
 JE0915.an estimated accuracy of +/- 6 seconds.
 JE0915
 JE0915.The orthometric height was determined by differential leveling
 JE0915.and adjusted by the National Geodetic Survey in June 1991..
 JE0915
 JE0915.The geoid height was determined by GEOID03.
 JE0915
 JE0915.The dynamic height is computed by dividing the NAVD 88
 JE0915.geopotential number by the normal gravity value computed on the
 JE0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0915.degrees latitude (g = 980.6199 gals.).
 JE0915
 JE0915.The modeled gravity was interpolated from observed gravity values.
 JE0915
 JE0915;                    North         East    Units  Estimated Accuracy
 JE0915;SPC KS S     -   625,230.      681,580.      MT  (+/- 180 meters Scaled)
 JE0915
 JE0915                          SUPERSEDED SURVEY CONTROL
 JE0915
 JE0915  NGVD 29 (??/??/92)  276.747  (m)          907.96   (f) ADJ UNCH    2 0
 JE0915
 JE0915.Superseded values are not recommended for survey control.
 JE0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0915.See file dsdata.txt to determine how the superseded data were derived.
 JE0915
 JE0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC029805(NAD 83)
 JE0915_MARKER: DB = BENCH MARK DISK
 JE0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0915_STAMPING: R 276 1945
 JE0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0915+STABILITY: SURFACE MOTION
 JE0915
 JE0915  HISTORY     - Date     Condition        Report By
 JE0915  HISTORY     - 1945     MONUMENTED       CGS
 JE0915  HISTORY     - 1950     GOOD             NGS
 JE0915  HISTORY     - 1982     GOOD             NGS
 JE0915
 JE0915                          STATION DESCRIPTION
 JE0915
 JE0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JE0915'2.5 MI N FROM OTTAWA.
 JE0915'ABOUT 2.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE0915'RAILROAD FROM THE STATION AT OTTAWA, AT A ROAD CROSSING, 51.0
 JE0915'FEET WEST OF AND ABOUT 2.5 FEET LOWER THAN THE CENTER LINE OF THE
 JE0915'TRACKS, 32.6 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 7.0 FEET
 JE0915'SOUTHEAST OF A FENCE CORNER, 1.0 FOOT EAST OF THE RIGHT OF WAY
 JE0915'FENCE AND 1.0 FOOT NORTH OF A 4 X 4 MARKER POST.  A BRONZE DISK
 JE0915'STAMPED R 276 1945 SET IN THE TOP OF A CONCRETE POST WHICH
 JE0915'PROJECTS 4 INCHES ABOVE GROUND.
 JE0915
 JE0915                          STATION RECOVERY (1950)
 JE0915
 JE0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE0915'RECOVERED IN GOOD CONDITION.
 JE0915
 JE0915                          STATION RECOVERY (1982)
 JE0915
 JE0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JE0915'4.51 KM (2.8 MI) NORTH ALONG U.S. HIGHWAY 59, FROM THE COURTHOUSE IN
 JE0915'OTTAWA, THENCE 0.4, KM (0.3 MI) RIGHT AND EAST ALONG A GRAVELED ROAD
 JE0915'FOR THE MARK ON THE RIGHT, 15.5 M (51 FT) WEST OF THE CENTERLINE OF
 JE0915'AN ABANDONED RAILROAD, 10.0 M (33 FT) SOUTH FROM THE CENTERLINE OF
 JE0915'THE ROAD, 1.52 M (5.0 FT) NORTHEAST FROM A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1114 ***********************************************************************
 JE1114  DESIGNATION -  R 278
 JE1114  PID         -  JE1114
 JE1114  STATE/COUNTY-  KS/ANDERSON
 JE1114  USGS QUAD   -  LANE (1983)
 JE1114
 JE1114                         *CURRENT SURVEY CONTROL
 JE1114  ___________________________________________________________________
 JE1114* NAD 83(1986)-  38 22 49.     (N)    095 06 43.     (W)     SCALED    
 JE1114* NAVD 88     -       289.372  (meters)     949.38   (feet)  ADJUSTED  
 JE1114  ___________________________________________________________________
 JE1114  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 JE1114  DYNAMIC HT  -         289.166 (meters)     948.71  (feet)  COMP
 JE1114  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 JE1114
 JE1114  VERT ORDER  -  SECOND    CLASS 0
 JE1114
 JE1114.The horizontal coordinates were scaled from a topographic map and have
 JE1114.an estimated accuracy of +/- 6 seconds.
 JE1114
 JE1114.The orthometric height was determined by differential leveling
 JE1114.and adjusted by the National Geodetic Survey in June 1991..
 JE1114
 JE1114.The geoid height was determined by GEOID03.
 JE1114
 JE1114.The dynamic height is computed by dividing the NAVD 88
 JE1114.geopotential number by the normal gravity value computed on the
 JE1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1114.degrees latitude (g = 980.6199 gals.).
 JE1114
 JE1114.The modeled gravity was interpolated from observed gravity values.
 JE1114
 JE1114;                    North         East    Units  Estimated Accuracy
 JE1114;SPC KS S     -   595,570.      695,960.      MT  (+/- 180 meters Scaled)
 JE1114
 JE1114                          SUPERSEDED SURVEY CONTROL
 JE1114
 JE1114  NGVD 29 (??/??/92)  289.239  (m)          948.95   (f) ADJ UNCH    2 0
 JE1114
 JE1114.Superseded values are not recommended for survey control.
 JE1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1114.See file dsdata.txt to determine how the superseded data were derived.
 JE1114
 JE1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC155501(NAD 83)
 JE1114_MARKER: DB = BENCH MARK DISK
 JE1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1114_STAMPING: R 278 1946
 JE1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1114+STABILITY: SURFACE MOTION
 JE1114
 JE1114  HISTORY     - Date     Condition        Report By
 JE1114  HISTORY     - 1946     MONUMENTED       CGS
 JE1114  HISTORY     - 1966     MARK NOT FOUND   USGS
 JE1114
 JE1114                          STATION DESCRIPTION
 JE1114
 JE1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JE1114'1.7 MI NE FROM GREELEY.
 JE1114'ALONG U.S. HIGHWAY NO. 169, 1.7 MILES NORTHEAST OF ST. JOHN
 JE1114'SCHOOL IN GREELEY, ABOUT 450 FEET SOUTHEAST OF A FARM HOUSE,
 JE1114'10 FEET SOUTH OF THE SOUTH END OF A WOODEN GATE, 78 FEET SOUTHEAST
 JE1114'OF THE CENTER OF THE HIGHWAY, 2 FEET WEST OF A WIRE FENCE, 2
 JE1114'FEET NORTH OF WITNESS POST.  NOTE-- THE DISK IS SET IN THE
 JE1114'TOP OF A CONCRETE POST, PROJECTING 8 INCHES.  NOTE-- BELIEVED
 JE1114'TO BE DESTROYED DUE TO ROAD CONSTRUCTION.
 JE1114
 JE1114                          STATION RECOVERY (1966)
 JE1114
 JE1114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JE1114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0470 ***********************************************************************
 JF0470  DESIGNATION -  R 279
 JF0470  PID         -  JF0470
 JF0470  STATE/COUNTY-  KS/DICKINSON
 JF0470  USGS QUAD   -  ABILENE (1979)
 JF0470
 JF0470                         *CURRENT SURVEY CONTROL
 JF0470  ___________________________________________________________________
 JF0470* NAD 83(1986)-  38 54 46.     (N)    097 12 48.     (W)     SCALED    
 JF0470* NAVD 88     -       351.898  (meters)    1154.52   (feet)  ADJUSTED  
 JF0470  ___________________________________________________________________
 JF0470  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 JF0470  DYNAMIC HT  -         351.655 (meters)    1153.72  (feet)  COMP
 JF0470  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 JF0470
 JF0470  VERT ORDER  -  FIRST     CLASS II
 JF0470
 JF0470.The horizontal coordinates were scaled from a topographic map and have
 JF0470.an estimated accuracy of +/- 6 seconds.
 JF0470
 JF0470.The orthometric height was determined by differential leveling
 JF0470.and adjusted by the National Geodetic Survey in June 1991..
 JF0470
 JF0470.The geoid height was determined by GEOID03.
 JF0470
 JF0470.The dynamic height is computed by dividing the NAVD 88
 JF0470.geopotential number by the normal gravity value computed on the
 JF0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0470.degrees latitude (g = 980.6199 gals.).
 JF0470
 JF0470.The modeled gravity was interpolated from observed gravity values.
 JF0470
 JF0470;                    North         East    Units  Estimated Accuracy
 JF0470;SPC KS N     -    64,620.      468,230.      MT  (+/- 180 meters Scaled)
 JF0470
 JF0470                          SUPERSEDED SURVEY CONTROL
 JF0470
 JF0470  NGVD 29 (??/??/92)  351.788  (m)         1154.16   (f) ADJ UNCH    1 2
 JF0470
 JF0470.Superseded values are not recommended for survey control.
 JF0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0470.See file dsdata.txt to determine how the superseded data were derived.
 JF0470
 JF0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ549086(NAD 83)
 JF0470_MARKER: DB = BENCH MARK DISK
 JF0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0470_SP_SET: WALL
 JF0470_STAMPING: R 279 1947
 JF0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0470
 JF0470  HISTORY     - Date     Condition        Report By
 JF0470  HISTORY     - 1947     MONUMENTED       CGS
 JF0470  HISTORY     - 1968     GOOD             NGS
 JF0470  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0470
 JF0470                          STATION DESCRIPTION
 JF0470
 JF0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0470'AT ABILENE.
 JF0470'AT ABILENE, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF SOUTH
 JF0470'BUCKEYE AVENUE AND SOUTHEAST FOURTH STREET, IN THE WEST WALL
 JF0470'OF THE LINCOLN SCHOOL, 5.2 FEET ABOVE THE CONCRETE WALK, 4.4
 JF0470'FEET NORTH OF THE NORTH EDGE OF THE WEST (MAIN) ENTRANCE
 JF0470'TO THE BUILDING, SET VERTICALLY IN THE LIMESTONE WATER TABLE.
 JF0470
 JF0470                          STATION RECOVERY (1968)
 JF0470
 JF0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0470'RECOVERED IN GOOD CONDITION.
 JF0470
 JF0470                          STATION RECOVERY (1986)
 JF0470
 JF0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0470'THE SCHOOL BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0512 ***********************************************************************
 JG0512  DESIGNATION -  R 28
 JG0512  PID         -  JG0512
 JG0512  STATE/COUNTY-  KS/HODGEMAN
 JG0512  USGS QUAD   -  BURDETT (1970)
 JG0512
 JG0512                         *CURRENT SURVEY CONTROL
 JG0512  ___________________________________________________________________
 JG0512* NAD 83(1986)-  38 10 29.     (N)    099 34 54.     (W)     SCALED    
 JG0512* NAVD 88     -       647.340  (meters)    2123.81   (feet)  ADJUSTED  
 JG0512  ___________________________________________________________________
 JG0512  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 JG0512  DYNAMIC HT  -         646.817 (meters)    2122.10  (feet)  COMP
 JG0512  MODELED GRAV-     979,799.5   (mgal)                       NAVD 88
 JG0512
 JG0512  VERT ORDER  -  SECOND    CLASS 0
 JG0512
 JG0512.The horizontal coordinates were scaled from a topographic map and have
 JG0512.an estimated accuracy of +/- 6 seconds.
 JG0512
 JG0512.The orthometric height was determined by differential leveling
 JG0512.and adjusted by the National Geodetic Survey in June 1991..
 JG0512
 JG0512.The geoid height was determined by GEOID03.
 JG0512
 JG0512.The dynamic height is computed by dividing the NAVD 88
 JG0512.geopotential number by the normal gravity value computed on the
 JG0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0512.degrees latitude (g = 980.6199 gals.).
 JG0512
 JG0512.The modeled gravity was interpolated from observed gravity values.
 JG0512
 JG0512;                    North         East    Units  Estimated Accuracy
 JG0512;SPC KS S     -   567,920.      305,230.      MT  (+/- 180 meters Scaled)
 JG0512
 JG0512                          SUPERSEDED SURVEY CONTROL
 JG0512
 JG0512  NGVD 29 (??/??/92)  647.129  (m)         2123.12   (f) ADJ UNCH    2 0
 JG0512
 JG0512.Superseded values are not recommended for survey control.
 JG0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0512.See file dsdata.txt to determine how the superseded data were derived.
 JG0512
 JG0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH490253(NAD 83)
 JG0512_MARKER: DB = BENCH MARK DISK
 JG0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0512_STAMPING: R 28 1934
 JG0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0512+STABILITY: SURFACE MOTION
 JG0512
 JG0512  HISTORY     - Date     Condition        Report By
 JG0512  HISTORY     - 1934     MONUMENTED       CGS
 JG0512
 JG0512                          STATION DESCRIPTION
 JG0512
 JG0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0512'3.3 MI W FROM BURDETT.
 JG0512'IN HODGEMAN COUNTY, 3.3 MILES WEST ALONG THE ATCHISON, TOPEKA AND
 JG0512'SANTA FE RAILWAY FROM BURDETT, PAWNEE COUNTY, IN SECTION 1,
 JG0512'T 22 S, R 21 W, 101 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 JG0512'AND 39 FEET SOUTHWEST OF THE CENTERLINE OF A COUNTY ROAD.  A
 JG0512'STANDARD DISK, STAMPED R 28 1934 AND SET IN THE TOP OF A CONCRETE
 JG0512'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0160 ***********************************************************************
 KE0160  DESIGNATION -  R 280
 KE0160  PID         -  KE0160
 KE0160  STATE/COUNTY-  KS/LEAVENWORTH
 KE0160  USGS QUAD   -  WESTON (1984)
 KE0160
 KE0160                         *CURRENT SURVEY CONTROL
 KE0160  ___________________________________________________________________
 KE0160* NAD 83(1986)-  39 24 17.     (N)    094 58 05.     (W)     SCALED    
 KE0160* NAVD 88     -       236.025  (meters)     774.36   (feet)  ADJUSTED  
 KE0160  ___________________________________________________________________
 KE0160  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 KE0160  DYNAMIC HT  -         235.878 (meters)     773.88  (feet)  COMP
 KE0160  MODELED GRAV-     979,998.9   (mgal)                       NAVD 88
 KE0160
 KE0160  VERT ORDER  -  FIRST     CLASS II
 KE0160
 KE0160.The horizontal coordinates were scaled from a topographic map and have
 KE0160.an estimated accuracy of +/- 6 seconds.
 KE0160
 KE0160.The orthometric height was determined by differential leveling
 KE0160.and adjusted by the National Geodetic Survey in June 1991..
 KE0160
 KE0160.The geoid height was determined by GEOID03.
 KE0160
 KE0160.The dynamic height is computed by dividing the NAVD 88
 KE0160.geopotential number by the normal gravity value computed on the
 KE0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0160.degrees latitude (g = 980.6199 gals.).
 KE0160
 KE0160.The modeled gravity was interpolated from observed gravity values.
 KE0160
 KE0160;                    North         East    Units  Estimated Accuracy
 KE0160;SPC KS N     -   123,310.      661,080.      MT  (+/- 180 meters Scaled)
 KE0160
 KE0160                          SUPERSEDED SURVEY CONTROL
 KE0160
 KE0160  NGVD 29 (??/??/92)  235.932  (m)          774.05   (f) ADJ UNCH    1 2
 KE0160
 KE0160.Superseded values are not recommended for survey control.
 KE0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0160.See file dsdata.txt to determine how the superseded data were derived.
 KE0160
 KE0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD305635(NAD 83)
 KE0160_MARKER: DB = BENCH MARK DISK
 KE0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0160_STAMPING: R 280 1948
 KE0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0160+STABILITY: SURFACE MOTION
 KE0160
 KE0160  HISTORY     - Date     Condition        Report By
 KE0160  HISTORY     - 1948     MONUMENTED       CGS
 KE0160  HISTORY     - 1951     GOOD             NGS
 KE0160  HISTORY     - 20020826 MARK NOT FOUND   SKW
 KE0160
 KE0160                          STATION DESCRIPTION
 KE0160
 KE0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0160'4.6 MI NW FROM FORT LEAVENWORTH.
 KE0160'4.65 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILWAY FROM THE
 KE0160'STATION AT FORT LEAVENWORTH, AT KICKAPOO, AT THE CROSSING OF THE
 KE0160'RAILROAD AND A DIRT ROAD, 57.8 FEET NORTHEAST OF THE NORTHEAST
 KE0160'RAIL OF THE MISSOURI PACIFIC TRACK, 9.2 FEET SOUTHEAST OF THE
 KE0160'CENTER LINE OF THE ROAD AND A GATE, 2.6 FEET NORTHWEST OF A
 KE0160'REFERENCE POST, 1.0 FOOT SOUTHWEST OF A RIGHT-OF-WAY FENCE, AND
 KE0160'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 KE0160'GROUND.
 KE0160
 KE0160                          STATION RECOVERY (1951)
 KE0160
 KE0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0160'RECOVERED IN GOOD CONDITION.
 KE0160
 KE0160                          STATION RECOVERY (2002)
 KE0160
 KE0160'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0222 ***********************************************************************
 KE0222  DESIGNATION -  R 281
 KE0222  PID         -  KE0222
 KE0222  STATE/COUNTY-  KS/WYANDOTTE
 KE0222  USGS QUAD   -  SHAWNEE (1991)
 KE0222
 KE0222                         *CURRENT SURVEY CONTROL
 KE0222  ___________________________________________________________________
 KE0222* NAD 83(1986)-  39 07 14.     (N)    094 37 47.     (W)     SCALED    
 KE0222* NAVD 88     -       255.533  (meters)     838.36   (feet)  ADJUSTED  
 KE0222  ___________________________________________________________________
 KE0222  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 KE0222  DYNAMIC HT  -         255.369 (meters)     837.82  (feet)  COMP
 KE0222  MODELED GRAV-     979,979.7   (mgal)                       NAVD 88
 KE0222
 KE0222  VERT ORDER  -  FIRST     CLASS II
 KE0222
 KE0222.The horizontal coordinates were scaled from a topographic map and have
 KE0222.an estimated accuracy of +/- 6 seconds.
 KE0222
 KE0222.The orthometric height was determined by differential leveling
 KE0222.and adjusted by the National Geodetic Survey in June 1991..
 KE0222
 KE0222.The geoid height was determined by GEOID03.
 KE0222
 KE0222.The dynamic height is computed by dividing the NAVD 88
 KE0222.geopotential number by the normal gravity value computed on the
 KE0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0222.degrees latitude (g = 980.6199 gals.).
 KE0222
 KE0222.The modeled gravity was interpolated from observed gravity values.
 KE0222
 KE0222;                    North         East    Units  Estimated Accuracy
 KE0222;SPC KS N     -    92,810.      691,380.      MT  (+/- 180 meters Scaled)
 KE0222
 KE0222                          SUPERSEDED SURVEY CONTROL
 KE0222
 KE0222  NGVD 29 (??/??/92)  255.451  (m)          838.09   (f) ADJ UNCH    1 2
 KE0222
 KE0222.Superseded values are not recommended for survey control.
 KE0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0222.See file dsdata.txt to determine how the superseded data were derived.
 KE0222
 KE0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD591314(NAD 83)
 KE0222_MARKER: DB = BENCH MARK DISK
 KE0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0222_SP_SET: PILLAR
 KE0222_STAMPING: R 281 1948
 KE0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE0222+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 KE0222
 KE0222  HISTORY     - Date     Condition        Report By
 KE0222  HISTORY     - 1948     MONUMENTED       CGS
 KE0222  HISTORY     - 1951     GOOD             NGS
 KE0222  HISTORY     - 1983     GOOD             USGS
 KE0222  HISTORY     - 1987     GOOD             KSDT
 KE0222  HISTORY     - 20041106 GOOD             GEOCAC
 KE0222
 KE0222                          STATION DESCRIPTION
 KE0222
 KE0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 KE0222'AT KANSAS CITY.
 KE0222'AT KANSAS CITY, AT THE NORTHWEST CORNER OF EIGHTH STREET AND
 KE0222'OAKLAND AVENUE, AT SUMNER HIGH SCHOOL, AT THE SOUTHEAST ENTRANCE
 KE0222'(AUDITORIUM SECTION OF THE BUILDING), SET VERTICALLY IN THE EAST
 KE0222'FACE OF THE MOST SOUTHERLY ONE OF FOUR STONE PILLARS WHICH ARE
 KE0222'AT THE ENTRANCE, 1.0 FOOT NORTH OF THE SOUTHEAST CORNER OF THE
 KE0222'PILLAR, AND 0.8 FOOT ABOVE THE TOP STEP.
 KE0222
 KE0222                          STATION RECOVERY (1951)
 KE0222
 KE0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KE0222'RECOVERED IN GOOD CONDITION.
 KE0222
 KE0222                          STATION RECOVERY (1983)
 KE0222
 KE0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 KE0222'RECOVERED IN GOOD CONDITION.
 KE0222
 KE0222                          STATION RECOVERY (1987)
 KE0222
 KE0222'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1987 (LWB)
 KE0222'RECOVERED IN GOOD CONDITION.
 KE0222
 KE0222                          STATION RECOVERY (2004)
 KE0222
 KE0222'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0426 ***********************************************************************
 JF0426  DESIGNATION -  R 283
 JF0426  PID         -  JF0426
 JF0426  STATE/COUNTY-  KS/GEARY
 JF0426  USGS QUAD   -  KANSAS FALLS (1978)
 JF0426
 JF0426                         *CURRENT SURVEY CONTROL
 JF0426  ___________________________________________________________________
 JF0426* NAD 83(1986)-  38 58 43.     (N)    096 53 44.     (W)     SCALED    
 JF0426* NAVD 88     -       330.813  (meters)    1085.34   (feet)  POSTED    
 JF0426  ___________________________________________________________________
 JF0426  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 JF0426  DYNAMIC HT  -         330.580 (meters)    1084.58  (feet)  COMP
 JF0426  MODELED GRAV-     979,927.9   (mgal)                       NAVD 88
 JF0426
 JF0426  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JF0426
 JF0426.The horizontal coordinates were scaled from a topographic map and have
 JF0426.an estimated accuracy of +/- 6 seconds.
 JF0426
 JF0426.The orthometric height was determined by differential leveling
 JF0426.and adjusted by the National Geodetic Survey in 1992..
 JF0426.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JF0426.rate of 3.1 thru 4.0 mm/km.
 JF0426
 JF0426.The geoid height was determined by GEOID03.
 JF0426
 JF0426.The dynamic height is computed by dividing the NAVD 88
 JF0426.geopotential number by the normal gravity value computed on the
 JF0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0426.degrees latitude (g = 980.6199 gals.).
 JF0426
 JF0426.The modeled gravity was interpolated from observed gravity values.
 JF0426
 JF0426;                    North         East    Units  Estimated Accuracy
 JF0426;SPC KS N     -    72,220.      495,700.      MT  (+/- 180 meters Scaled)
 JF0426
 JF0426                          SUPERSEDED SURVEY CONTROL
 JF0426
 JF0426  NGVD 29 (??/??/92)  330.700  (m)         1084.97   (f) ADJ UNCH    1 2
 JF0426
 JF0426.Superseded values are not recommended for survey control.
 JF0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0426.See file dsdata.txt to determine how the superseded data were derived.
 JF0426
 JF0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ822165(NAD 83)
 JF0426_MARKER: DB = BENCH MARK DISK
 JF0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0426_STAMPING: R 283 1947
 JF0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0426+STABILITY: SURFACE MOTION
 JF0426
 JF0426  HISTORY     - Date     Condition        Report By
 JF0426  HISTORY     - 1947     MONUMENTED       CGS
 JF0426  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0426
 JF0426                          STATION DESCRIPTION
 JF0426
 JF0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0426'5.9 MI SW FROM JUNCTION CITY.
 JF0426'5.9 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILWAY FROM THE
 JF0426'PASSENGER STATION AT JUNCTION CITY, ALSO 6.9 MILES EAST ALONG
 JF0426'THE UNION PACIFIC RAILWAY FROM THE STATION AT CHAPMAN, AT A
 JF0426'ROAD CROSSING, 76.0 FEET WEST OF THE CENTER LINE OF THE ROAD,
 JF0426'46.8 FEET NORTH OF THE NORTH RAIL OF THE TRACK AND 7 FEET LOWER,
 JF0426'39.1 FEET WEST OF A FENCE CORNER, 13.4 FEET NORTHEAST OF THE
 JF0426'FIRST POLE (ON NORTH SIDE OF TRACK AND BRACED 4 WAYS WITH
 JF0426'STEEL CABLES) WEST OF THE ROAD CROSSING, 1.8 FEET SOUTH OF THE
 JF0426'NORTH RIGHT-OF-WAY FENCE, 0.9 FOOT EAST OF A REFERENCE POST,
 JF0426'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.5 FOOT
 JF0426'ABOVE THE GROUND.
 JF0426
 JF0426                          STATION RECOVERY (1986)
 JF0426
 JF0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0426'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0558 ***********************************************************************
 KF0558  DESIGNATION -  R 286
 KF0558  PID         -  KF0558
 KF0558  STATE/COUNTY-  KS/CLOUD
 KF0558  USGS QUAD   -  CONCORDIA (1980)
 KF0558
 KF0558                         *CURRENT SURVEY CONTROL
 KF0558  ___________________________________________________________________
 KF0558* NAD 83(1986)-  39 34 27.     (N)    097 40 05.     (W)     SCALED    
 KF0558* NAVD 88     -       417.395  (meters)    1369.40   (feet)  ADJUSTED  
 KF0558  ___________________________________________________________________
 KF0558  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 KF0558  DYNAMIC HT  -         417.131 (meters)    1368.54  (feet)  COMP
 KF0558  MODELED GRAV-     979,982.4   (mgal)                       NAVD 88
 KF0558
 KF0558  VERT ORDER  -  FIRST     CLASS II
 KF0558
 KF0558.The horizontal coordinates were scaled from a topographic map and have
 KF0558.an estimated accuracy of +/- 6 seconds.
 KF0558
 KF0558.The orthometric height was determined by differential leveling
 KF0558.and adjusted by the National Geodetic Survey in June 1991..
 KF0558
 KF0558.The geoid height was determined by GEOID03.
 KF0558
 KF0558.The dynamic height is computed by dividing the NAVD 88
 KF0558.geopotential number by the normal gravity value computed on the
 KF0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0558.degrees latitude (g = 980.6199 gals.).
 KF0558
 KF0558.The modeled gravity was interpolated from observed gravity values.
 KF0558
 KF0558;                    North         East    Units  Estimated Accuracy
 KF0558;SPC KS N     -   137,800.      428,520.      MT  (+/- 180 meters Scaled)
 KF0558
 KF0558                          SUPERSEDED SURVEY CONTROL
 KF0558
 KF0558  NGVD 29 (??/??/92)  417.247  (m)         1368.92   (f) ADJ UNCH    1 2
 KF0558
 KF0558.Superseded values are not recommended for survey control.
 KF0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0558.See file dsdata.txt to determine how the superseded data were derived.
 KF0558
 KF0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ143813(NAD 83)
 KF0558_MARKER: DB = BENCH MARK DISK
 KF0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0558_SP_SET: CONCRETE BASE
 KF0558_STAMPING: R 286 1947
 KF0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0558
 KF0558  HISTORY     - Date     Condition        Report By
 KF0558  HISTORY     - 1947     MONUMENTED       CGS
 KF0558
 KF0558                          STATION DESCRIPTION
 KF0558
 KF0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0558'AT CONCORDIA.
 KF0558'AT CONCORDIA, 0.4 MILE WEST ALONG THE ATCHISON, TOPEKA AND
 KF0558'SANTA FE RAILROAD FROM THE STATION, AT AN OIL COMPANY BLUK
 KF0558'PLANT, AT MILEPOST 114, 27.8 FEET SOUTH OF THE SOUTH RAIL OF
 KF0558'TH MAIN TRACK, 13.5 FEET WEST OF THE NORTHWEST CORNER OF THE
 KF0558'BULK PLANT, 1.5 FEET ABOVE GROUND, SET IN THE TOP OF THE CONCRETE
 KF0558'BASE OF THE MOST NORTHERLY STORAGE TANK OF THE MOST WESTERLY
 KF0558'OF FOUR ROWS OF STORAGE TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0431 ***********************************************************************
 KF0431  DESIGNATION -  R 287
 KF0431  PID         -  KF0431
 KF0431  STATE/COUNTY-  KS/CLOUD
 KF0431  USGS QUAD   -  MILTONVALE (1964)
 KF0431
 KF0431                         *CURRENT SURVEY CONTROL
 KF0431  ___________________________________________________________________
 KF0431* NAD 83(1986)-  39 19 39.     (N)    097 25 10.     (W)     SCALED    
 KF0431* NAVD 88     -       410.065  (meters)    1345.35   (feet)  ADJUSTED  
 KF0431  ___________________________________________________________________
 KF0431  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 KF0431  DYNAMIC HT  -         409.815 (meters)    1344.53  (feet)  COMP
 KF0431  MODELED GRAV-     980,005.7   (mgal)                       NAVD 88
 KF0431
 KF0431  VERT ORDER  -  FIRST     CLASS II
 KF0431
 KF0431.The horizontal coordinates were scaled from a topographic map and have
 KF0431.an estimated accuracy of +/- 6 seconds.
 KF0431
 KF0431.The orthometric height was determined by differential leveling
 KF0431.and adjusted by the National Geodetic Survey in June 1991..
 KF0431
 KF0431.The geoid height was determined by GEOID03.
 KF0431
 KF0431.The dynamic height is computed by dividing the NAVD 88
 KF0431.geopotential number by the normal gravity value computed on the
 KF0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0431.degrees latitude (g = 980.6199 gals.).
 KF0431
 KF0431.The modeled gravity was interpolated from observed gravity values.
 KF0431
 KF0431;                    North         East    Units  Estimated Accuracy
 KF0431;SPC KS N     -   110,530.      450,060.      MT  (+/- 180 meters Scaled)
 KF0431
 KF0431                          SUPERSEDED SURVEY CONTROL
 KF0431
 KF0431  NGVD 29 (??/??/92)  409.952  (m)         1344.98   (f) ADJ UNCH    1 2
 KF0431
 KF0431.Superseded values are not recommended for survey control.
 KF0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0431.See file dsdata.txt to determine how the superseded data were derived.
 KF0431
 KF0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ362543(NAD 83)
 KF0431_MARKER: DB = BENCH MARK DISK
 KF0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0431_STAMPING: R 287 1947
 KF0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0431+STABILITY: SURFACE MOTION
 KF0431
 KF0431  HISTORY     - Date     Condition        Report By
 KF0431  HISTORY     - 1947     MONUMENTED       CGS
 KF0431
 KF0431                          STATION DESCRIPTION
 KF0431
 KF0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0431'2.1 MI SE FROM MILTONVALE.
 KF0431'2.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0431'RAILROAD FROM THE STATION AT MILTONVALE, SET ON THE OUTSIDE OF
 KF0431'A CURVE WITH TANGENTS LEADING NORTHWEST AND SOUTH, 94.4 FEET
 KF0431'SOUTHEAST OF THE SECOND POLE SOUTH OF MILEPOST NO. 91, 47.2
 KF0431'FEET EAST OF THE EAST RAIL OF THE TRACK, 0.8 FOOT WEST OF A
 KF0431'FENCE, 1.4 FEET NORTH OF A REFERENCE POST, SET IN THE TOP OF
 KF0431'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0589 ***********************************************************************
 KF0589  DESIGNATION -  R 288
 KF0589  PID         -  KF0589
 KF0589  STATE/COUNTY-  KS/JEWELL
 KF0589  USGS QUAD   -  COURTLAND (1969)
 KF0589
 KF0589                         *CURRENT SURVEY CONTROL
 KF0589  ___________________________________________________________________
 KF0589* NAD 83(1986)-  39 49 11.     (N)    097 56 00.     (W)     SCALED    
 KF0589* NAVD 88     -       476.923  (meters)    1564.70   (feet)  ADJUSTED  
 KF0589  ___________________________________________________________________
 KF0589  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 KF0589  DYNAMIC HT  -         476.642 (meters)    1563.78  (feet)  COMP
 KF0589  MODELED GRAV-     980,022.6   (mgal)                       NAVD 88
 KF0589
 KF0589  VERT ORDER  -  FIRST     CLASS II
 KF0589
 KF0589.The horizontal coordinates were scaled from a topographic map and have
 KF0589.an estimated accuracy of +/- 6 seconds.
 KF0589
 KF0589.The orthometric height was determined by differential leveling
 KF0589.and adjusted by the National Geodetic Survey in June 1991..
 KF0589
 KF0589.The geoid height was determined by GEOID03.
 KF0589
 KF0589.The dynamic height is computed by dividing the NAVD 88
 KF0589.geopotential number by the normal gravity value computed on the
 KF0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0589.degrees latitude (g = 980.6199 gals.).
 KF0589
 KF0589.The modeled gravity was interpolated from observed gravity values.
 KF0589
 KF0589;                    North         East    Units  Estimated Accuracy
 KF0589;SPC KS N     -   165,020.      405,710.      MT  (+/- 180 meters Scaled)
 KF0589
 KF0589                          SUPERSEDED SURVEY CONTROL
 KF0589
 KF0589  NGVD 29 (??/??/92)  476.768  (m)         1564.20   (f) ADJ UNCH    1 2
 KF0589
 KF0589.Superseded values are not recommended for survey control.
 KF0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0589.See file dsdata.txt to determine how the superseded data were derived.
 KF0589
 KF0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK912082(NAD 83)
 KF0589_MARKER: DB = BENCH MARK DISK
 KF0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0589_STAMPING: R 288 1947
 KF0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0589+STABILITY: SURFACE MOTION
 KF0589
 KF0589  HISTORY     - Date     Condition        Report By
 KF0589  HISTORY     - 1947     MONUMENTED       CGS
 KF0589
 KF0589                          STATION DESCRIPTION
 KF0589
 KF0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0589'3.3 MI NW FROM COURTLAND.
 KF0589'3.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KF0589'RAILROAD FROM THE STATION AT COURTLAND, 48.0 FEET WEST OF THE
 KF0589'CENTER LINE OF A ROAD, 46.0 FEET SOUTHWEST OF THE SOUTHWEST
 KF0589'RAIL OF THE TRACK, 24.0 FEET SOUTHEAST OF MILEPOST 137, 1.4
 KF0589'FEET NORTHEAST OF A FENCE, 1.8 FEET NORTHWEST OF A REFERENCE
 KF0589'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 KF0589'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0406 ***********************************************************************
 KF0406  DESIGNATION -  R 289
 KF0406  PID         -  KF0406
 KF0406  STATE/COUNTY-  KS/DICKINSON
 KF0406  USGS QUAD   -  MANCHESTER (1965)
 KF0406
 KF0406                         *CURRENT SURVEY CONTROL
 KF0406  ___________________________________________________________________
 KF0406* NAD 83(1986)-  39 01 30.     (N)    097 15 37.     (W)     SCALED    
 KF0406* NAVD 88     -       369.615  (meters)    1212.65   (feet)  ADJUSTED  
 KF0406  ___________________________________________________________________
 KF0406  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 KF0406  DYNAMIC HT  -         369.375 (meters)    1211.86  (feet)  COMP
 KF0406  MODELED GRAV-     979,968.0   (mgal)                       NAVD 88
 KF0406
 KF0406  VERT ORDER  -  FIRST     CLASS II
 KF0406
 KF0406.The horizontal coordinates were scaled from a topographic map and have
 KF0406.an estimated accuracy of +/- 6 seconds.
 KF0406
 KF0406.The orthometric height was determined by differential leveling
 KF0406.and adjusted by the National Geodetic Survey in June 1991..
 KF0406
 KF0406.The geoid height was determined by GEOID03.
 KF0406
 KF0406.The dynamic height is computed by dividing the NAVD 88
 KF0406.geopotential number by the normal gravity value computed on the
 KF0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0406.degrees latitude (g = 980.6199 gals.).
 KF0406
 KF0406.The modeled gravity was interpolated from observed gravity values.
 KF0406
 KF0406;                    North         East    Units  Estimated Accuracy
 KF0406;SPC KS N     -    77,040.      464,050.      MT  (+/- 180 meters Scaled)
 KF0406
 KF0406                          SUPERSEDED SURVEY CONTROL
 KF0406
 KF0406  NGVD 29 (??/??/92)  369.518  (m)         1212.33   (f) ADJ UNCH    1 2
 KF0406
 KF0406.Superseded values are not recommended for survey control.
 KF0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0406.See file dsdata.txt to determine how the superseded data were derived.
 KF0406
 KF0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ505209(NAD 83)
 KF0406_MARKER: DB = BENCH MARK DISK
 KF0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0406_SP_SET: FOUNDATION
 KF0406_STAMPING: R 289 1947
 KF0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0406
 KF0406  HISTORY     - Date     Condition        Report By
 KF0406  HISTORY     - 1947     MONUMENTED       CGS
 KF0406
 KF0406                          STATION DESCRIPTION
 KF0406
 KF0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 KF0406'AT TALMAGE.
 KF0406'AT TALMAGE, ABOUT 250.0 FEET SOUTHEAST ALONG THE ATCHISON,
 KF0406'TOPEKA AND SANTA FE RAILROAD FROM THE STATION, IN THE CONCRETE
 KF0406'FOUNDATION OF A GRAIN ELEVATOR, IN THE SOUTHWEST FACE AT THE
 KF0406'WEST CORNER, 2.0 FEET SOUTHEAST OF THE WEST CORNER OF THE
 KF0406'ELEVATOR, SET VERTICALLY IN THE CONCRETE FOUNDATION 0.6 FOOT
 KF0406'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0167 ***********************************************************************
 JG0167  DESIGNATION -  R 29
 JG0167  PID         -  JG0167
 JG0167  STATE/COUNTY-  KS/BARTON
 JG0167  USGS QUAD   -  PAWNEE ROCK (1974)
 JG0167
 JG0167                         *CURRENT SURVEY CONTROL
 JG0167  ___________________________________________________________________
 JG0167* NAD 83(1986)-  38 18 05.     (N)    098 54 11.     (W)     SCALED    
 JG0167* NAVD 88     -       581.034  (meters)    1906.28   (feet)  ADJUSTED  
 JG0167  ___________________________________________________________________
 JG0167  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 JG0167  DYNAMIC HT  -         580.593 (meters)    1904.83  (feet)  COMP
 JG0167  MODELED GRAV-     979,851.4   (mgal)                       NAVD 88
 JG0167
 JG0167  VERT ORDER  -  SECOND    CLASS 0
 JG0167
 JG0167.The horizontal coordinates were scaled from a topographic map and have
 JG0167.an estimated accuracy of +/- 6 seconds.
 JG0167
 JG0167.The orthometric height was determined by differential leveling
 JG0167.and adjusted by the National Geodetic Survey in June 1991..
 JG0167
 JG0167.The geoid height was determined by GEOID03.
 JG0167
 JG0167.The dynamic height is computed by dividing the NAVD 88
 JG0167.geopotential number by the normal gravity value computed on the
 JG0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0167.degrees latitude (g = 980.6199 gals.).
 JG0167
 JG0167.The modeled gravity was interpolated from observed gravity values.
 JG0167
 JG0167;                    North         East    Units  Estimated Accuracy
 JG0167;SPC KS S     -   581,510.      364,750.      MT  (+/- 180 meters Scaled)
 JG0167
 JG0167                          SUPERSEDED SURVEY CONTROL
 JG0167
 JG0167  NGVD 29 (??/??/92)  580.886  (m)         1905.79   (f) ADJ UNCH    2 0
 JG0167
 JG0167.Superseded values are not recommended for survey control.
 JG0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0167.See file dsdata.txt to determine how the superseded data were derived.
 JG0167
 JG0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH084392(NAD 83)
 JG0167_MARKER: DB = BENCH MARK DISK
 JG0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0167_STAMPING: R 29 1934
 JG0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0167+STABILITY: SURFACE MOTION
 JG0167
 JG0167  HISTORY     - Date     Condition        Report By
 JG0167  HISTORY     - 1934     MONUMENTED       CGS
 JG0167  HISTORY     - 1953     GOOD             NGS
 JG0167  HISTORY     - 1981     GOOD             NGS
 JG0167
 JG0167                          STATION DESCRIPTION
 JG0167
 JG0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0167'4.8 MI E FROM PAWNEE ROCK.
 JG0167'4.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0167'FROM PAWNEE ROCK, BARTON COUNTY, ABOUT 580 FEET SOUTHWEST OF
 JG0167'MILEPOST 278, 47 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK,
 JG0167'AND 27 FEET EAST OF THE CENTERLINE OF A COUNTY ROAD.  A
 JG0167'STANDARD DISK, STAMPED R 29 1934 AND SET IN THE TOP OF A CONCRETE
 JG0167'POST.
 JG0167
 JG0167                          STATION RECOVERY (1981)
 JG0167
 JG0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JG0167'THIS MARK NOW SERVES AS AN AZIMUTH MARK FOR TRIANGULATION STATION
 JG0167'DUNDEE WEST BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0507 ***********************************************************************
 JF0507  DESIGNATION -  R 290
 JF0507  PID         -  JF0507
 JF0507  STATE/COUNTY-  KS/SALINE
 JF0507  USGS QUAD   -  NILES (1978)
 JF0507
 JF0507                         *CURRENT SURVEY CONTROL
 JF0507  ___________________________________________________________________
 JF0507* NAD 83(1986)-  38 53 21.     (N)    097 28 01.     (W)     SCALED    
 JF0507* NAVD 88     -       360.158  (meters)    1181.62   (feet)  POSTED    
 JF0507  ___________________________________________________________________
 JF0507  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF0507  DYNAMIC HT  -         359.920 (meters)    1180.84  (feet)  COMP
 JF0507  MODELED GRAV-     979,963.9   (mgal)                       NAVD 88
 JF0507
 JF0507  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JF0507
 JF0507.The horizontal coordinates were scaled from a topographic map and have
 JF0507.an estimated accuracy of +/- 6 seconds.
 JF0507
 JF0507.The orthometric height was determined by differential leveling
 JF0507.and adjusted by the National Geodetic Survey in 1992..
 JF0507.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JF0507.rate of 0.0 thru 1.0 mm/km.
 JF0507
 JF0507.The geoid height was determined by GEOID03.
 JF0507
 JF0507.The dynamic height is computed by dividing the NAVD 88
 JF0507.geopotential number by the normal gravity value computed on the
 JF0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0507.degrees latitude (g = 980.6199 gals.).
 JF0507
 JF0507.The modeled gravity was interpolated from observed gravity values.
 JF0507
 JF0507;                    North         East    Units  Estimated Accuracy
 JF0507;SPC KS N     -    61,840.      446,250.      MT  (+/- 180 meters Scaled)
 JF0507
 JF0507                          SUPERSEDED SURVEY CONTROL
 JF0507
 JF0507  NGVD 29 (??/??/92)  360.066  (m)         1181.32   (f) ADJ UNCH    1 2
 JF0507
 JF0507.Superseded values are not recommended for survey control.
 JF0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0507.See file dsdata.txt to determine how the superseded data were derived.
 JF0507
 JF0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ329055(NAD 83)
 JF0507_MARKER: DB = BENCH MARK DISK
 JF0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0507_STAMPING: R 290 1947
 JF0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0507+STABILITY: SURFACE MOTION
 JF0507
 JF0507  HISTORY     - Date     Condition        Report By
 JF0507  HISTORY     - 1947     MONUMENTED       CGS
 JF0507  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0507
 JF0507                          STATION DESCRIPTION
 JF0507
 JF0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 JF0507'2.4 MI NE FROM NEW CAMBRIA.
 JF0507'2.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0507'STATION SIGN AT NEW CAMBRIA, BETWEEN THE TRACK AND U.S. HIGHWAY
 JF0507'NO. 40, 5 POLES SOUTHWEST OF A ROAD CROSSING, 37.8 FEET NORTHWEST
 JF0507'OF THE NORTHWEST RAIL OF THE TRACK, 10.2 FEET SOUTHEAST OF A
 JF0507'FENCE, 7.8 FEET SOUTHWEST OF MILEPOST 178, 1.8 FEET NORTHEAST
 JF0507'OF A REFERENCE POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JF0507'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JF0507
 JF0507                          STATION RECOVERY (1986)
 JF0507
 JF0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0981 ***********************************************************************
 JF0981  DESIGNATION -  R 291
 JF0981  PID         -  JF0981
 JF0981  STATE/COUNTY-  KS/SALINE
 JF0981  USGS QUAD   -  BROOKVILLE (1978)
 JF0981
 JF0981                         *CURRENT SURVEY CONTROL
 JF0981  ___________________________________________________________________
 JF0981* NAD 83(1986)-  38 46 59.     (N)    097 47 23.     (W)     SCALED    
 JF0981* NAVD 88     -       397.165  (meters)    1303.03   (feet)  ADJUSTED  
 JF0981  ___________________________________________________________________
 JF0981  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 JF0981  DYNAMIC HT  -         396.889 (meters)    1302.13  (feet)  COMP
 JF0981  MODELED GRAV-     979,922.1   (mgal)                       NAVD 88
 JF0981
 JF0981  VERT ORDER  -  FIRST     CLASS II
 JF0981
 JF0981.The horizontal coordinates were scaled from a topographic map and have
 JF0981.an estimated accuracy of +/- 6 seconds.
 JF0981
 JF0981.The orthometric height was determined by differential leveling
 JF0981.and adjusted by the National Geodetic Survey in June 1991..
 JF0981
 JF0981.The geoid height was determined by GEOID03.
 JF0981
 JF0981.The dynamic height is computed by dividing the NAVD 88
 JF0981.geopotential number by the normal gravity value computed on the
 JF0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0981.degrees latitude (g = 980.6199 gals.).
 JF0981
 JF0981.The modeled gravity was interpolated from observed gravity values.
 JF0981
 JF0981;                    North         East    Units  Estimated Accuracy
 JF0981;SPC KS N     -    49,950.      418,270.      MT  (+/- 180 meters Scaled)
 JF0981
 JF0981                          SUPERSEDED SURVEY CONTROL
 JF0981
 JF0981  NGVD 29 (??/??/92)  397.057  (m)         1302.68   (f) ADJ UNCH    1 2
 JF0981
 JF0981.Superseded values are not recommended for survey control.
 JF0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0981.See file dsdata.txt to determine how the superseded data were derived.
 JF0981
 JF0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH051933(NAD 83)
 JF0981_MARKER: DB = BENCH MARK DISK
 JF0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0981_STAMPING: R 291 1962
 JF0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0981+STABILITY: SURFACE MOTION
 JF0981
 JF0981  HISTORY     - Date     Condition        Report By
 JF0981  HISTORY     - 1952     MONUMENTED       CGS
 JF0981
 JF0981                          STATION DESCRIPTION
 JF0981
 JF0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0981'4.4 MI NE FROM BROOKVILLE.
 JF0981'4.4 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF0981'STATION AT BROOKVILLE, 53 FEET SOUTHWEST OF THE CENTER LINE OF
 JF0981'A PRIVATE ROAD, 45.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 JF0981'THE UNION PACIFIC RAILROAD, 13.4 FEET NORTH OF THE 1ST POLE
 JF0981'NORTHEAST OF MILEPOST 197, 1.3 FEET SOUTHEAST OF A FENCE, 1.8
 JF0981'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JF0981'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1075 ***********************************************************************
 JF1075  DESIGNATION -  R 292
 JF1075  PID         -  JF1075
 JF1075  STATE/COUNTY-  KS/SALINE
 JF1075  USGS QUAD   -  ASSARIA (1978)
 JF1075
 JF1075                         *CURRENT SURVEY CONTROL
 JF1075  ___________________________________________________________________
 JF1075* NAD 83(1986)-  38 38 26.     (N)    097 36 23.     (W)     SCALED    
 JF1075* NAVD 88     -       395.149  (meters)    1296.42   (feet)  ADJUSTED  
 JF1075  ___________________________________________________________________
 JF1075  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 JF1075  DYNAMIC HT  -         394.873 (meters)    1295.51  (feet)  COMP
 JF1075  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 JF1075
 JF1075  VERT ORDER  -  FIRST     CLASS II
 JF1075
 JF1075.The horizontal coordinates were scaled from a topographic map and have
 JF1075.an estimated accuracy of +/- 6 seconds.
 JF1075
 JF1075.The orthometric height was determined by differential leveling
 JF1075.and adjusted by the National Geodetic Survey in June 1991..
 JF1075
 JF1075.The geoid height was determined by GEOID03.
 JF1075
 JF1075.The dynamic height is computed by dividing the NAVD 88
 JF1075.geopotential number by the normal gravity value computed on the
 JF1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1075.degrees latitude (g = 980.6199 gals.).
 JF1075
 JF1075.The modeled gravity was interpolated from observed gravity values.
 JF1075
 JF1075;                    North         East    Units  Estimated Accuracy
 JF1075;SPC KS N     -    34,180.      434,270.      MT  (+/- 180 meters Scaled)
 JF1075
 JF1075                          SUPERSEDED SURVEY CONTROL
 JF1075
 JF1075  NGVD 29 (??/??/92)  395.020  (m)         1295.99   (f) ADJ UNCH    1 2
 JF1075
 JF1075.Superseded values are not recommended for survey control.
 JF1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1075.See file dsdata.txt to determine how the superseded data were derived.
 JF1075
 JF1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH212778(NAD 83)
 JF1075_MARKER: DB = BENCH MARK DISK
 JF1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1075_SP_SET: CONCRETE POST
 JF1075_STAMPING: R 292 1952
 JF1075_MARK LOGO: CGS   
 JF1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1075+STABILITY: SURFACE MOTION
 JF1075
 JF1075  HISTORY     - Date     Condition        Report By
 JF1075  HISTORY     - 1952     MONUMENTED       CGS
 JF1075  HISTORY     - 1986     GOOD             NGS
 JF1075
 JF1075                          STATION DESCRIPTION
 JF1075
 JF1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF1075'2.8 MI S FROM ASSARIA.
 JF1075'2.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 JF1075'STATION AT ASSARIA, 8 FEET WEST OF MILEPOST 15, 6 POLES NORTH
 JF1075'OF A ROAD CROSSING, 29 FEET WEST OF THE WEST RAIL, 1.4 FEET
 JF1075'EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, 1.0 MILE
 JF1075'NORTHEAST OF BENCH MARK Q 292, SET IN THE TOP OF A CONCRETE
 JF1075'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JF1075
 JF1075                          STATION RECOVERY (1986)
 JF1075
 JF1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1075'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.8 KM (12.9
 JF1075'MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 JF1075'CRAWFORD STREET IN SALINA.  DELETE--8 FEET WEST OF MILEPOST 15 AND 6
 JF1075'POLES NORTH OF A ROAD CROSSING.  ADD--0.3 KM 0.2 MI) NORTHEAST OF THE
 JF1075'INTERSECTION OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0028 ***********************************************************************
 JG0028  DESIGNATION -  R 293
 JG0028  PID         -  JG0028
 JG0028  STATE/COUNTY-  KS/ELLSWORTH
 JG0028  USGS QUAD   -  CARNEIRO (1979)
 JG0028
 JG0028                         *CURRENT SURVEY CONTROL
 JG0028  ___________________________________________________________________
 JG0028* NAD 83(1986)-  38 44 05.     (N)    098 03 59.     (W)     SCALED    
 JG0028* NAVD 88     -       486.801  (meters)    1597.11   (feet)  ADJUSTED  
 JG0028  ___________________________________________________________________
 JG0028  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 JG0028  DYNAMIC HT  -         486.455 (meters)    1595.98  (feet)  COMP
 JG0028  MODELED GRAV-     979,903.5   (mgal)                       NAVD 88
 JG0028
 JG0028  VERT ORDER  -  FIRST     CLASS II
 JG0028
 JG0028.The horizontal coordinates were scaled from a topographic map and have
 JG0028.an estimated accuracy of +/- 6 seconds.
 JG0028
 JG0028.The orthometric height was determined by differential leveling
 JG0028.and adjusted by the National Geodetic Survey in June 1991..
 JG0028
 JG0028.The geoid height was determined by GEOID03.
 JG0028
 JG0028.The dynamic height is computed by dividing the NAVD 88
 JG0028.geopotential number by the normal gravity value computed on the
 JG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0028.degrees latitude (g = 980.6199 gals.).
 JG0028
 JG0028.The modeled gravity was interpolated from observed gravity values.
 JG0028
 JG0028;                    North         East    Units  Estimated Accuracy
 JG0028;SPC KS N     -    44,560.      394,230.      MT  (+/- 180 meters Scaled)
 JG0028
 JG0028                          SUPERSEDED SURVEY CONTROL
 JG0028
 JG0028  NGVD 29 (??/??/92)  486.670  (m)         1596.68   (f) ADJ UNCH    1 2
 JG0028
 JG0028.Superseded values are not recommended for survey control.
 JG0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0028.See file dsdata.txt to determine how the superseded data were derived.
 JG0028
 JG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH811877(NAD 83)
 JG0028_MARKER: DB = BENCH MARK DISK
 JG0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0028_STAMPING: R 293 1952
 JG0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0028+STABILITY: SURFACE MOTION
 JG0028
 JG0028  HISTORY     - Date     Condition        Report By
 JG0028  HISTORY     - 1952     MONUMENTED       CGS
 JG0028  HISTORY     - 1961     GOOD             NGS
 JG0028
 JG0028                          STATION DESCRIPTION
 JG0028
 JG0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0028'5.3 MI NE FROM KANOPOLIS.
 JG0028'5.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0028'STATION AT KANOPOLIS, 4 POLES EAST OF MILEPOST 214, 3 POLES
 JG0028'EAST OF A SEMAPHORE, 64 FEET SOUTH OF THE SOUTH RAIL, 38 FEET
 JG0028'SOUTHEAST OF A TELEPHONE POLE, 14.4 FEET SOUTH OF A FENCE, 1.6
 JG0028'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JG0028'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JG0028
 JG0028                          STATION RECOVERY (1961)
 JG0028
 JG0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JG0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0996 ***********************************************************************
 JF0996  DESIGNATION -  R 294
 JF0996  PID         -  JF0996
 JF0996  STATE/COUNTY-  KS/SALINE
 JF0996  USGS QUAD   -  FALUN (1978)
 JF0996
 JF0996                         *CURRENT SURVEY CONTROL
 JF0996  ___________________________________________________________________
 JF0996* NAD 83(1986)-  38 41 48.     (N)    097 51 07.     (W)     SCALED    
 JF0996* NAVD 88     -       445.899  (meters)    1462.92   (feet)  ADJUSTED  
 JF0996  ___________________________________________________________________
 JF0996  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 JF0996  DYNAMIC HT  -         445.581 (meters)    1461.88  (feet)  COMP
 JF0996  MODELED GRAV-     979,902.0   (mgal)                       NAVD 88
 JF0996
 JF0996  VERT ORDER  -  FIRST     CLASS II
 JF0996
 JF0996.The horizontal coordinates were scaled from a topographic map and have
 JF0996.an estimated accuracy of +/- 6 seconds.
 JF0996
 JF0996.The orthometric height was determined by differential leveling
 JF0996.and adjusted by the National Geodetic Survey in June 1991..
 JF0996
 JF0996.The geoid height was determined by GEOID03.
 JF0996
 JF0996.The dynamic height is computed by dividing the NAVD 88
 JF0996.geopotential number by the normal gravity value computed on the
 JF0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0996.degrees latitude (g = 980.6199 gals.).
 JF0996
 JF0996.The modeled gravity was interpolated from observed gravity values.
 JF0996
 JF0996;                    North         East    Units  Estimated Accuracy
 JF0996;SPC KS N     -    40,340.      412,880.      MT  (+/- 180 meters Scaled)
 JF0996
 JF0996                          SUPERSEDED SURVEY CONTROL
 JF0996
 JF0996  NGVD 29 (??/??/92)  445.783  (m)         1462.54   (f) ADJ UNCH    1 2
 JF0996
 JF0996.Superseded values are not recommended for survey control.
 JF0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0996.See file dsdata.txt to determine how the superseded data were derived.
 JF0996
 JF0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH998837(NAD 83)
 JF0996_MARKER: DB = BENCH MARK DISK
 JF0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0996_STAMPING: R 294 1952
 JF0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0996+STABILITY: SURFACE MOTION
 JF0996
 JF0996  HISTORY     - Date     Condition        Report By
 JF0996  HISTORY     - 1952     MONUMENTED       CGS
 JF0996
 JF0996                          STATION DESCRIPTION
 JF0996
 JF0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JF0996'6.6 MI S FROM BROOKVILLE.
 JF0996'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE GRADE SCHOOL AT
 JF0996'BROOKVILLE, THENCE 1.35 MILES SOUTH ALONG A GRADED DIRT ROAD,
 JF0996'THENCE 3.0 MILES SOUTH ALONG A GRADED FIRE GUARD, THENCE 1.0 MILE
 JF0996'EAST ALONG A GRADED FIRE GUARD, THENCE 1.1 MILES SOUTH ALONG
 JF0996'A GRADED FIRE GUARD, AT THE EAST END OF AN OFFSET IN THE FIRE
 JF0996'GUARD, 21 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 JF0996'FIRE GUARD.  1.5 FEET NORTH OF AN EAST AND WEST FENCE, 2 FEET
 JF0996'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JF0996'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0218 ***********************************************************************
 JG0218  DESIGNATION -  R 295
 JG0218  PID         -  JG0218
 JG0218  STATE/COUNTY-  KS/RUSSELL
 JG0218  USGS QUAD   -  DORRANCE (1979)
 JG0218
 JG0218                         *CURRENT SURVEY CONTROL
 JG0218  ___________________________________________________________________
 JG0218* NAD 83(1986)-  38 50 37.     (N)    098 34 19.     (W)     SCALED    
 JG0218* NAVD 88     -       522.034  (meters)    1712.71   (feet)  ADJUSTED  
 JG0218  ___________________________________________________________________
 JG0218  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 JG0218  DYNAMIC HT  -         521.671 (meters)    1711.52  (feet)  COMP
 JG0218  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 JG0218
 JG0218  VERT ORDER  -  FIRST     CLASS II
 JG0218
 JG0218.The horizontal coordinates were scaled from a topographic map and have
 JG0218.an estimated accuracy of +/- 6 seconds.
 JG0218
 JG0218.The orthometric height was determined by differential leveling
 JG0218.and adjusted by the National Geodetic Survey in June 1991..
 JG0218
 JG0218.The geoid height was determined by GEOID03.
 JG0218
 JG0218.The dynamic height is computed by dividing the NAVD 88
 JG0218.geopotential number by the normal gravity value computed on the
 JG0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0218.degrees latitude (g = 980.6199 gals.).
 JG0218
 JG0218.The modeled gravity was interpolated from observed gravity values.
 JG0218
 JG0218;                    North         East    Units  Estimated Accuracy
 JG0218;SPC KS N     -    56,800.      350,350.      MT  (+/- 180 meters Scaled)
 JG0218
 JG0218                          SUPERSEDED SURVEY CONTROL
 JG0218
 JG0218  NGVD 29 (??/??/92)  521.853  (m)         1712.11   (f) ADJ UNCH    1 2
 JG0218
 JG0218.Superseded values are not recommended for survey control.
 JG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0218.See file dsdata.txt to determine how the superseded data were derived.
 JG0218
 JG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH371995(NAD 83)
 JG0218_MARKER: DB = BENCH MARK DISK
 JG0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0218_SP_SET: BRIDGE ABUTMENT
 JG0218_STAMPING: R 295 1952
 JG0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0218+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2003
 JG0218
 JG0218  HISTORY     - Date     Condition        Report By
 JG0218  HISTORY     - 1952     MONUMENTED       CGS
 JG0218  HISTORY     - 20030927 GOOD             GEOCAC
 JG0218
 JG0218                          STATION DESCRIPTION
 JG0218
 JG0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0218'1 MI E FROM DORRANCE.
 JG0218'1.0 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JG0218'AT DORRANCE, 112 FEET SOUTH OF THE SOUTH RAIL, 25 FEET NORTH
 JG0218'OF THE CENTER LINE OF U.S. HIGHWAY 40, SET IN THE TOP OF THE
 JG0218'NORTH END OF THE WEST ABUTMENT OF A CONCRETE HIGHWAY BRIDGE.
 JG0218
 JG0218                          STATION RECOVERY (2003)
 JG0218
 JG0218'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JG0218'1.0 MILE EAST ALONG THE RAILROAD FROM DORRANCE, 112 FEET SOUTH OF THE
 JG0218'SOUTH RAIL, 25 FEET NORTH OF THE CENTER LINE OF OLD U.S. HIGHWAY 40,
 JG0218'SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF A CONCRETE
 JG0218'HIGHWAY BRIDGE.
 JG0218' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0897 ***********************************************************************
 HF0897  DESIGNATION -  R 296 RESET
 HF0897  PID         -  HF0897
 HF0897  STATE/COUNTY-  KS/RENO
 HF0897  USGS QUAD   -  ELMER (1961)
 HF0897
 HF0897                         *CURRENT SURVEY CONTROL
 HF0897  ___________________________________________________________________
 HF0897* NAD 83(1986)-  37 58 11.     (N)    097 57 00.     (W)     SCALED    
 HF0897* NAVD 88     -       470.763  (meters)    1544.49   (feet)  ADJUSTED  
 HF0897  ___________________________________________________________________
 HF0897  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 HF0897  DYNAMIC HT  -         470.400 (meters)    1543.30  (feet)  COMP
 HF0897  MODELED GRAV-     979,843.2   (mgal)                       NAVD 88
 HF0897
 HF0897  VERT ORDER  -  FIRST     CLASS II
 HF0897
 HF0897.The horizontal coordinates were scaled from a topographic map and have
 HF0897.an estimated accuracy of +/- 6 seconds.
 HF0897
 HF0897.The orthometric height was determined by differential leveling
 HF0897.and adjusted by the National Geodetic Survey in June 1991..
 HF0897
 HF0897.The geoid height was determined by GEOID03.
 HF0897
 HF0897.The dynamic height is computed by dividing the NAVD 88
 HF0897.geopotential number by the normal gravity value computed on the
 HF0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0897.degrees latitude (g = 980.6199 gals.).
 HF0897
 HF0897.The modeled gravity was interpolated from observed gravity values.
 HF0897
 HF0897;                    North         East    Units  Estimated Accuracy
 HF0897;SPC KS S     -   544,760.      448,320.      MT  (+/- 180 meters Scaled)
 HF0897
 HF0897                          SUPERSEDED SURVEY CONTROL
 HF0897
 HF0897  NGVD 29 (??/??/??)  470.71   (m)         1544.3    (f) RESET       3  
 HF0897
 HF0897.Superseded values are not recommended for survey control.
 HF0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0897.See file dsdata.txt to determine how the superseded data were derived.
 HF0897
 HF0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH922029(NAD 83)
 HF0897_MARKER: DB = BENCH MARK DISK
 HF0897_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HF0897_SP_SET: HEADWALL
 HF0897_STAMPING: R 296 RESET 1962
 HF0897_MARK LOGO: CGS   
 HF0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0897+STABILITY: SURFACE MOTION
 HF0897
 HF0897  HISTORY     - Date     Condition        Report By
 HF0897  HISTORY     - 1962     MONUMENTED       LOCENG
 HF0897  HISTORY     - 1986     GOOD             NGS
 HF0897
 HF0897                          STATION DESCRIPTION
 HF0897
 HF0897'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 HF0897'6.1 MI SW FROM HUTCHINSON.
 HF0897'1.2 MILES SOUTHWEST ALONG THE C.R.I. AND P RR FROM THE STATION
 HF0897'AT HUTCHINSON, THENCE 4.9 MILES SOUTH ALONG THE A.T. AND S.F. RR,
 HF0897'AT A ROAD CROSSING, 71.9 FEET WEST OF THE WEST RAIL, 15.0 FEET
 HF0897'SOUTH OF THE CENTERLINE OF A ROAD, AND SET IN THE TOP OF THE
 HF0897'EAST END OF THE SOUTH HEADWALL OF A LARGE CONCRETE CULVERT
 HF0897'UNDER THE ROAD.
 HF0897
 HF0897                          STATION RECOVERY (1986)
 HF0897
 HF0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HF0897'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM (3.1 MI)
 HF0897'WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE HIGHWAY 61
 HF0897'IN HUTCHINSON, THENCE 4.8 KM (3.0 MI) SOUTHERLY ALONG THE SANTA FE
 HF0897'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1068 ***********************************************************************
 HF1068  DESIGNATION -  R 297
 HF1068  PID         -  HF1068
 HF1068  STATE/COUNTY-  KS/RENO
 HF1068  USGS QUAD   -  ELMER (1961)
 HF1068
 HF1068                         *CURRENT SURVEY CONTROL
 HF1068  ___________________________________________________________________
 HF1068* NAD 83(1986)-  37 59 40.     (N)    097 55 26.     (W)     SCALED    
 HF1068* NAVD 88     -       465.935  (meters)    1528.66   (feet)  ADJUSTED  
 HF1068  ___________________________________________________________________
 HF1068  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 HF1068  DYNAMIC HT  -         465.576 (meters)    1527.48  (feet)  COMP
 HF1068  MODELED GRAV-     979,845.0   (mgal)                       NAVD 88
 HF1068
 HF1068  VERT ORDER  -  SECOND    CLASS 0
 HF1068
 HF1068.The horizontal coordinates were scaled from a topographic map and have
 HF1068.an estimated accuracy of +/- 6 seconds.
 HF1068
 HF1068.The orthometric height was determined by differential leveling
 HF1068.and adjusted by the National Geodetic Survey in June 1991..
 HF1068
 HF1068.The geoid height was determined by GEOID03.
 HF1068
 HF1068.The dynamic height is computed by dividing the NAVD 88
 HF1068.geopotential number by the normal gravity value computed on the
 HF1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1068.degrees latitude (g = 980.6199 gals.).
 HF1068
 HF1068.The modeled gravity was interpolated from observed gravity values.
 HF1068
 HF1068;                    North         East    Units  Estimated Accuracy
 HF1068;SPC KS S     -   547,520.      450,600.      MT  (+/- 180 meters Scaled)
 HF1068
 HF1068                          SUPERSEDED SURVEY CONTROL
 HF1068
 HF1068  NGVD 29 (??/??/92)  465.782  (m)         1528.15   (f) ADJ UNCH    2 0
 HF1068
 HF1068.Superseded values are not recommended for survey control.
 HF1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1068.See file dsdata.txt to determine how the superseded data were derived.
 HF1068
 HF1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH944057(NAD 83)
 HF1068_MARKER: DB = BENCH MARK DISK
 HF1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1068_STAMPING: R 297 1953
 HF1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1068+STABILITY: SURFACE MOTION
 HF1068
 HF1068  HISTORY     - Date     Condition        Report By
 HF1068  HISTORY     - 1953     MONUMENTED       CGS
 HF1068  HISTORY     - 1984     GOOD             KSDT
 HF1068
 HF1068                          STATION DESCRIPTION
 HF1068
 HF1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HF1068'5 MI S FROM HUTCHINSON.
 HF1068'3.5 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE MISSOURI PACIFIC
 HF1068'RAILROAD STATION AT HUTCHINSON, THENCE 1.0 MILE EAST ALONG A
 HF1068'GRAVELED ROAD, THENCE 0.4 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 HF1068'0.1 MILE WEST ALONG A PRIVATE DRIVEWAY, AT THE MILLS AIRPORT, 42.4
 HF1068'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WHITE HOUSE,
 HF1068'31 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY, 3 FEET WEST OF
 HF1068'A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HF1068'0.4 FOOT ABOVE THE GROUND.
 HF1068
 HF1068                          STATION RECOVERY (1984)
 HF1068
 HF1068'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1984
 HF1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0398 ***********************************************************************
 JH0398  DESIGNATION -  R 298
 JH0398  PID         -  JH0398
 JH0398  STATE/COUNTY-  KS/WALLACE
 JH0398  USGS QUAD   -  SHARON SPRINGS WEST (1979)
 JH0398
 JH0398                         *CURRENT SURVEY CONTROL
 JH0398  ___________________________________________________________________
 JH0398* NAD 83(1986)-  38 53 28.     (N)    101 51 49.     (W)     SCALED    
 JH0398* NAVD 88     -      1120.787  (meters)    3677.12   (feet)  ADJUSTED  
 JH0398  ___________________________________________________________________
 JH0398  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 JH0398  DYNAMIC HT  -        1119.818 (meters)    3673.94  (feet)  COMP
 JH0398  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 JH0398
 JH0398  VERT ORDER  -  FIRST     CLASS II
 JH0398
 JH0398.The horizontal coordinates were scaled from a topographic map and have
 JH0398.an estimated accuracy of +/- 6 seconds.
 JH0398
 JH0398.The orthometric height was determined by differential leveling
 JH0398.and adjusted by the National Geodetic Survey in June 1991..
 JH0398
 JH0398.The geoid height was determined by GEOID03.
 JH0398
 JH0398.The dynamic height is computed by dividing the NAVD 88
 JH0398.geopotential number by the normal gravity value computed on the
 JH0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0398.degrees latitude (g = 980.6199 gals.).
 JH0398
 JH0398.The modeled gravity was interpolated from observed gravity values.
 JH0398
 JH0398;                    North         East    Units  Estimated Accuracy
 JH0398;SPC KS N     -    69,070.       64,910.      MT  (+/- 180 meters Scaled)
 JH0398
 JH0398                          SUPERSEDED SURVEY CONTROL
 JH0398
 JH0398  NGVD 29 (??/??/92) 1120.359  (m)         3675.71   (f) ADJ UNCH    1 2
 JH0398
 JH0398.Superseded values are not recommended for survey control.
 JH0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0398.See file dsdata.txt to determine how the superseded data were derived.
 JH0398
 JH0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ516085(NAD 83)
 JH0398_MARKER: DB = BENCH MARK DISK
 JH0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0398_STAMPING: R 298 1952
 JH0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0398+STABILITY: SURFACE MOTION
 JH0398
 JH0398  HISTORY     - Date     Condition        Report By
 JH0398  HISTORY     - 1952     MONUMENTED       CGS
 JH0398
 JH0398                          STATION DESCRIPTION
 JH0398
 JH0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JH0398'6.2 MI W FROM SHARON SPRINGS.
 JH0398'6.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JH0398'AT SHARON SPRINGS, ACROSS THE TRACK FROM MILEPOST 336, 108.4 FEET
 JH0398'SOUTH OF THE SOUTH RAIL, 54.5 FEET NORTH OF THE CENTER LINE OF
 JH0398'U.S. HIGHWAY 40, 77.5 FEET SOUTHEAST OF A TELEPHONE POLE, 19.2
 JH0398'FEET NORTH OF A FENCE, 3.6 FEET EAST OF A WITNESS POST, SET IN
 JH0398'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 JH0398'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0339 ***********************************************************************
 KH0339  DESIGNATION -  R 299
 KH0339  PID         -  KH0339
 KH0339  STATE/COUNTY-  KS/LOGAN
 KH0339  USGS QUAD   -  MONUMENT (1972)
 KH0339
 KH0339                         *CURRENT SURVEY CONTROL
 KH0339  ___________________________________________________________________
 KH0339* NAD 83(1986)-  39 06 08.     (N)    101 04 21.     (W)     SCALED    
 KH0339* NAVD 88     -       971.521  (meters)    3187.40   (feet)  ADJUSTED  
 KH0339  ___________________________________________________________________
 KH0339  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 KH0339  DYNAMIC HT  -         970.735 (meters)    3184.82  (feet)  COMP
 KH0339  MODELED GRAV-     979,786.0   (mgal)                       NAVD 88
 KH0339
 KH0339  VERT ORDER  -  FIRST     CLASS II
 KH0339
 KH0339.The horizontal coordinates were scaled from a topographic map and have
 KH0339.an estimated accuracy of +/- 6 seconds.
 KH0339
 KH0339.The orthometric height was determined by differential leveling
 KH0339.and adjusted by the National Geodetic Survey in June 1991..
 KH0339
 KH0339.The geoid height was determined by GEOID03.
 KH0339
 KH0339.The dynamic height is computed by dividing the NAVD 88
 KH0339.geopotential number by the normal gravity value computed on the
 KH0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0339.degrees latitude (g = 980.6199 gals.).
 KH0339
 KH0339.The modeled gravity was interpolated from observed gravity values.
 KH0339
 KH0339;                    North         East    Units  Estimated Accuracy
 KH0339;SPC KS N     -    89,860.      134,290.      MT  (+/- 180 meters Scaled)
 KH0339
 KH0339                          SUPERSEDED SURVEY CONTROL
 KH0339
 KH0339  NGVD 29 (??/??/92)  971.156  (m)         3186.20   (f) ADJ UNCH    1 2
 KH0339
 KH0339.Superseded values are not recommended for survey control.
 KH0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0339.See file dsdata.txt to determine how the superseded data were derived.
 KH0339
 KH0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ207301(NAD 83)
 KH0339_MARKER: DB = BENCH MARK DISK
 KH0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0339_STAMPING: R 299 1952
 KH0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0339+STABILITY: SURFACE MOTION
 KH0339
 KH0339  HISTORY     - Date     Condition        Report By
 KH0339  HISTORY     - 1952     MONUMENTED       CGS
 KH0339
 KH0339                          STATION DESCRIPTION
 KH0339
 KH0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KH0339'3.1 MI W FROM MONUMENT.
 KH0339'3.1 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KH0339'STATION AT MONUMENT, AT A ROAD CROSSING, 210 FEET EAST OF THE
 KH0339'CENTER LINE OF A DIRT ROAD, 105.6 FEET NORTH OF THE CENTER
 KH0339'LINE OF U.S. HIGHWAY 40.  58.5 FEET SOUTH OF THE SOUTH RAIL,
 KH0339'50.2 FEET SOUTH OF SEMAPHORE 289.4.  12.3 FEET WEST OF A POWER
 KH0339'POLE, IN LINE WITH A ROW OF POLES, 17 FEET NORTH OF A FENCE,
 KH0339'2.9 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KH0339'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  1.0 MILE EAST
 KH0339'OF BENCH MARK T 299.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0129 ***********************************************************************
 JG0129  DESIGNATION -  R 30
 JG0129  PID         -  JG0129
 JG0129  STATE/COUNTY-  KS/RICE
 JG0129  USGS QUAD   -  LYONS NW (1970)
 JG0129
 JG0129                         *CURRENT SURVEY CONTROL
 JG0129  ___________________________________________________________________
 JG0129* NAD 83(1986)-  38 22 32.     (N)    098 07 37.     (W)     SCALED    
 JG0129* NAVD 88     -       530.122  (meters)    1739.24   (feet)  ADJUSTED  
 JG0129  ___________________________________________________________________
 JG0129  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 JG0129  DYNAMIC HT  -         529.725 (meters)    1737.94  (feet)  COMP
 JG0129  MODELED GRAV-     979,862.2   (mgal)                       NAVD 88
 JG0129
 JG0129  VERT ORDER  -  SECOND    CLASS 0
 JG0129
 JG0129.The horizontal coordinates were scaled from a topographic map and have
 JG0129.an estimated accuracy of +/- 6 seconds.
 JG0129
 JG0129.The orthometric height was determined by differential leveling
 JG0129.and adjusted by the National Geodetic Survey in June 1991..
 JG0129
 JG0129.The geoid height was determined by GEOID03.
 JG0129
 JG0129.The dynamic height is computed by dividing the NAVD 88
 JG0129.geopotential number by the normal gravity value computed on the
 JG0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0129.degrees latitude (g = 980.6199 gals.).
 JG0129
 JG0129.The modeled gravity was interpolated from observed gravity values.
 JG0129
 JG0129;                    North         East    Units  Estimated Accuracy
 JG0129;SPC KS S     -   589,730.      432,600.      MT  (+/- 180 meters Scaled)
 JG0129
 JG0129                          SUPERSEDED SURVEY CONTROL
 JG0129
 JG0129  NGVD 29 (??/??/92)  529.964  (m)         1738.72   (f) ADJ UNCH    2 0
 JG0129
 JG0129.Superseded values are not recommended for survey control.
 JG0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0129.See file dsdata.txt to determine how the superseded data were derived.
 JG0129
 JG0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH762478(NAD 83)
 JG0129_MARKER: DB = BENCH MARK DISK
 JG0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0129_STAMPING: R 30 1934
 JG0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0129+STABILITY: SURFACE MOTION
 JG0129
 JG0129  HISTORY     - Date     Condition        Report By
 JG0129  HISTORY     - 1934     MONUMENTED       CGS
 JG0129  HISTORY     - 1961     GOOD             NGS
 JG0129
 JG0129                          STATION DESCRIPTION
 JG0129
 JG0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JG0129'1.6 MI W FROM MITCHELL.
 JG0129'1.6 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JG0129'FROM MITCHELL, RICE COUNTY, AT MILEAGE 73.51, 40 FEET EAST OF THE
 JG0129'CENTERLINE OF A COUNTY ROAD, 44 FEET SOUTH OF THE CENTERLINE OF THE
 JG0129'TRACK, AND 50 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 50 N.
 JG0129'A STANDARD DISK, STAMPED R 30 1934 AND SET IN THE TOP OF A CONCRETE
 JG0129'POST.
 JG0129
 JG0129                          STATION RECOVERY (1961)
 JG0129
 JG0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JG0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0076 ***********************************************************************
 KH0076  DESIGNATION -  R 300
 KH0076  PID         -  KH0076
 KH0076  STATE/COUNTY-  KS/GOVE
 KH0076  USGS QUAD   -  QUINTER (1979)
 KH0076
 KH0076                         *CURRENT SURVEY CONTROL
 KH0076  ___________________________________________________________________
 KH0076* NAD 83(1986)-  39 03 18.     (N)    100 11 07.     (W)     SCALED    
 KH0076* NAVD 88     -       799.991  (meters)    2624.64   (feet)  ADJUSTED  
 KH0076  ___________________________________________________________________
 KH0076  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 KH0076  DYNAMIC HT  -         799.377 (meters)    2622.62  (feet)  COMP
 KH0076  MODELED GRAV-     979,834.1   (mgal)                       NAVD 88
 KH0076
 KH0076  VERT ORDER  -  FIRST     CLASS II
 KH0076
 KH0076.The horizontal coordinates were scaled from a topographic map and have
 KH0076.an estimated accuracy of +/- 6 seconds.
 KH0076
 KH0076.The orthometric height was determined by differential leveling
 KH0076.and adjusted by the National Geodetic Survey in June 1991..
 KH0076
 KH0076.The geoid height was determined by GEOID03.
 KH0076
 KH0076.The dynamic height is computed by dividing the NAVD 88
 KH0076.geopotential number by the normal gravity value computed on the
 KH0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0076.degrees latitude (g = 980.6199 gals.).
 KH0076
 KH0076.The modeled gravity was interpolated from observed gravity values.
 KH0076
 KH0076;                    North         East    Units  Estimated Accuracy
 KH0076;SPC KS N     -    82,400.      210,870.      MT  (+/- 180 meters Scaled)
 KH0076
 KH0076                          SUPERSEDED SURVEY CONTROL
 KH0076
 KH0076  NGVD 29 (02/14/92)  799.682  (m)         2623.62   (f) ADJUSTED    1 2
 KH0076
 KH0076.Superseded values are not recommended for survey control.
 KH0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0076.See file dsdata.txt to determine how the superseded data were derived.
 KH0076
 KH0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ974235(NAD 83)
 KH0076_MARKER: DB = BENCH MARK DISK
 KH0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0076_SP_SET: CONCRETE POST
 KH0076_STAMPING: R 300 1952
 KH0076_MARK LOGO: CGS   
 KH0076_PROJECTION: FLUSH
 KH0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0076+STABILITY: SURFACE MOTION
 KH0076
 KH0076  HISTORY     - Date     Condition        Report By
 KH0076  HISTORY     - 1952     MONUMENTED       CGS
 KH0076  HISTORY     - 1953     GOOD             NGS
 KH0076  HISTORY     - 1986     GOOD             NGS
 KH0076
 KH0076                          STATION DESCRIPTION
 KH0076
 KH0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KH0076'2.8 MI E FROM QUINTER.
 KH0076'2.75 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 KH0076'RAILROAD STATION AT QUINTER, 122 FEET NORTH OF THE CENTER LINE
 KH0076'OF U.S. HIGHWAY 40, 79 FEET EAST OF THE CENTER LINE OF STATE
 KH0076'HIGHWAY 97, 46.5 FEET EAST OF A FENCE CORNER, 45.1 FEET SOUTH OF
 KH0076'THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD, 14 FEET NORTH OF A
 KH0076'POWER POLE, 3.1 FEET NORTH OF A FENCE, 2.6 FEET WEST OF A WITNESS
 KH0076'POST, 1.3 MILES WEST OF BENCH MARK N 300, SET IN THE TOP OF A
 KH0076'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KH0076
 KH0076                          STATION RECOVERY (1986)
 KH0076
 KH0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0076'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS. 4.53 KM (2.83
 KH0076'MI) EAST ALONG OLD US HIGHWAY 40 FROM THE JUNCTION OF MAIN STREET AT
 KH0076'QUINTER, IN THE NORTHEAST CORNER OF THE JUNCTION OF COUNTY ROAD 519,
 KH0076'37.1 METERS (122 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 24.0 METERS
 KH0076'(79 FT) EAST OF THE CENTER OF THE ROAD, 13.7 METERS (45 FT) SOUTHWEST
 KH0076'OF THE SOUTHWEST RAIL OF THE UNION PACIFIC RAILROAD AND 4.2 METERS (14
 KH0076'FT) NORTHEAST OF A POWER POLE.
 KH0076'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 KH0076'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0072 ***********************************************************************
 KH0072  DESIGNATION -  R 301
 KH0072  PID         -  KH0072
 KH0072  STATE/COUNTY-  KS/TREGO
 KH0072  USGS QUAD   -  COLLYER (1979)
 KH0072
 KH0072                         *CURRENT SURVEY CONTROL
 KH0072  ___________________________________________________________________
 KH0072* NAD 83(1986)-  39 01 50.     (N)    100 06 46.     (W)     SCALED    
 KH0072* NAVD 88     -       788.198  (meters)    2585.95   (feet)  ADJUSTED  
 KH0072  ___________________________________________________________________
 KH0072  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 KH0072  DYNAMIC HT  -         787.594 (meters)    2583.96  (feet)  COMP
 KH0072  MODELED GRAV-     979,835.2   (mgal)                       NAVD 88
 KH0072
 KH0072  VERT ORDER  -  FIRST     CLASS II
 KH0072
 KH0072.The horizontal coordinates were scaled from a topographic map and have
 KH0072.an estimated accuracy of +/- 6 seconds.
 KH0072
 KH0072.The orthometric height was determined by differential leveling
 KH0072.and adjusted by the National Geodetic Survey in June 1991..
 KH0072.WARNING-Repeat measurements at this control monument indicate possible
 KH0072.vertical movement.
 KH0072
 KH0072.The geoid height was determined by GEOID03.
 KH0072
 KH0072.The dynamic height is computed by dividing the NAVD 88
 KH0072.geopotential number by the normal gravity value computed on the
 KH0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0072.degrees latitude (g = 980.6199 gals.).
 KH0072
 KH0072.The modeled gravity was interpolated from observed gravity values.
 KH0072
 KH0072;                    North         East    Units  Estimated Accuracy
 KH0072;SPC KS N     -    79,530.      217,080.      MT  (+/- 180 meters Scaled)
 KH0072
 KH0072                          SUPERSEDED SURVEY CONTROL
 KH0072
 KH0072  NGVD 29 (02/14/92)  787.891  (m)         2584.94   (f) ADJUSTED    1 2
 KH0072
 KH0072.Superseded values are not recommended for survey control.
 KH0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0072.See file dsdata.txt to determine how the superseded data were derived.
 KH0072
 KH0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ036207(NAD 83)
 KH0072_MARKER: DB = BENCH MARK DISK
 KH0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0072_SP_SET: CONCRETE POST
 KH0072_STAMPING: R 301 1953
 KH0072_MARK LOGO: CGS   
 KH0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0072+STABILITY: SURFACE MOTION
 KH0072
 KH0072  HISTORY     - Date     Condition        Report By
 KH0072  HISTORY     - 1953     MONUMENTED       CGS
 KH0072  HISTORY     - 1986     GOOD             NGS
 KH0072
 KH0072                          STATION DESCRIPTION
 KH0072
 KH0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KH0072'0.2 MI E FROM COLLYER.
 KH0072'0.2 MILE EAST ALONG U.S. HIGHWAY 40 FROM SAINT MICHAELS CHURCH
 KH0072'AT COLLYER, AT THE NORTHWEST CORNER OF THE 2ND CEMETERY EAST
 KH0072'OF THE CHURCH, 44 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KH0072'11 FEET SOUTHWEST OF A POWER POLE, 7.5 FEET SOUTHWEST OF A FENCE
 KH0072'CORNER, 2.4 FEET WEST OF A FENCE, 1.5 FEET NORTHWEST OF A WITNESS
 KH0072'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 KH0072'ABOVE THE GROUND.
 KH0072
 KH0072                          STATION RECOVERY (1986)
 KH0072
 KH0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KH0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0567 ***********************************************************************
 JG0567  DESIGNATION -  R 302
 JG0567  PID         -  JG0567
 JG0567  STATE/COUNTY-  KS/TREGO
 JG0567  USGS QUAD   -  ELLIS (1979)
 JG0567
 JG0567                         *CURRENT SURVEY CONTROL
 JG0567  ___________________________________________________________________
 JG0567* NAD 83(1986)-  38 56 17.     (N)    099 36 57.     (W)     SCALED    
 JG0567* NAVD 88     -       657.108  (meters)    2155.86   (feet)  ADJUSTED  
 JG0567  ___________________________________________________________________
 JG0567  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0567  DYNAMIC HT  -         656.612 (meters)    2154.23  (feet)  COMP
 JG0567  MODELED GRAV-     979,852.6   (mgal)                       NAVD 88
 JG0567
 JG0567  VERT ORDER  -  FIRST     CLASS II
 JG0567
 JG0567.The horizontal coordinates were scaled from a topographic map and have
 JG0567.an estimated accuracy of +/- 6 seconds.
 JG0567
 JG0567.The orthometric height was determined by differential leveling
 JG0567.and adjusted by the National Geodetic Survey in June 1991..
 JG0567
 JG0567.The geoid height was determined by GEOID03.
 JG0567
 JG0567.The dynamic height is computed by dividing the NAVD 88
 JG0567.geopotential number by the normal gravity value computed on the
 JG0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0567.degrees latitude (g = 980.6199 gals.).
 JG0567
 JG0567.The modeled gravity was interpolated from observed gravity values.
 JG0567
 JG0567;                    North         East    Units  Estimated Accuracy
 JG0567;SPC KS N     -    68,380.      259,920.      MT  (+/- 180 meters Scaled)
 JG0567
 JG0567                          SUPERSEDED SURVEY CONTROL
 JG0567
 JG0567  NGVD 29 (??/??/92)  656.830  (m)         2154.95   (f) ADJ UNCH    1 2
 JG0567
 JG0567.Superseded values are not recommended for survey control.
 JG0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0567.See file dsdata.txt to determine how the superseded data were derived.
 JG0567
 JG0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ466100(NAD 83)
 JG0567_MARKER: DB = BENCH MARK DISK
 JG0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0567_SP_SET: BRIDGE
 JG0567_STAMPING: R 302 1953
 JG0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JG0567+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2006
 JG0567
 JG0567  HISTORY     - Date     Condition        Report By
 JG0567  HISTORY     - 1953     MONUMENTED       CGS
 JG0567  HISTORY     - 1959     GOOD             USGS
 JG0567  HISTORY     - 20060921 GOOD             GEOCAC
 JG0567
 JG0567                          STATION DESCRIPTION
 JG0567
 JG0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0567'2.8 MI W FROM ELLIS.
 JG0567'2.85 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 JG0567'ELLIS, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET
 JG0567'IN THE TOP OF THE BASE OF THE GUARD RAIL OF A CONCRETE BRIDGE
 JG0567'OVER SPRING CREEK.
 JG0567
 JG0567                          STATION RECOVERY (1959)
 JG0567
 JG0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JG0567'RECOVERED IN GOOD CONDITION.
 JG0567
 JG0567                          STATION RECOVERY (2006)
 JG0567
 JG0567'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 JG0567'THE STATION IS LOCATED NEAR THE EAST END OF THE BASE FOR THE NORTH
 JG0567'BALUSTRADE WALL, AND ABOUT 3.5 FEET NORTH OF A METAL GUARD RAIL.
 JG0567'HANDHELD COORDINATES ARE N38-56-17.70 W099-37-00.00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0353 ***********************************************************************
 JG0353  DESIGNATION -  R 303 RESET
 JG0353  PID         -  JG0353
 JG0353  STATE/COUNTY-  KS/ELLIS
 JG0353  USGS QUAD   -  HAYS SOUTH (1983)
 JG0353
 JG0353                         *CURRENT SURVEY CONTROL
 JG0353  ___________________________________________________________________
 JG0353* NAD 83(1986)-  38 52 15.     (N)    099 17 57.     (W)     SCALED    
 JG0353* NAVD 88     -       613.65   (meters)    2013.3    (feet)  RESET     
 JG0353  ___________________________________________________________________
 JG0353  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0353
 JG0353  VERT ORDER  -  THIRD
 JG0353
 JG0353.The horizontal coordinates were scaled from a topographic map and have
 JG0353.an estimated accuracy of +/- 6 seconds.
 JG0353
 JG0353.The orthometric height was computed from unverified reset data.
 JG0353
 JG0353.The geoid height was determined by GEOID03.
 JG0353
 JG0353;                    North         East    Units  Estimated Accuracy
 JG0353;SPC KS N     -    60,480.      287,260.      MT  (+/- 180 meters Scaled)
 JG0353
 JG0353                          SUPERSEDED SURVEY CONTROL
 JG0353
 JG0353.No superseded survey control is available for this station.
 JG0353
 JG0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ740024(NAD 83)
 JG0353_MARKER: DB = BENCH MARK DISK
 JG0353_SETTING: 0 = UNSPECIFIED SETTING
 JG0353_STAMPING: R 303 1953 RESET 1958
 JG0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0353
 JG0353  HISTORY     - Date     Condition        Report By
 JG0353  HISTORY     - 1958     MONUMENTED       CGS
 JG0353  HISTORY     - 1968     GOOD             NGS
 JG0353
 JG0353                          STATION DESCRIPTION
 JG0353
 JG0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 JG0353'3.9 MI NE FROM HAYS.
 JG0353'2.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE UNION PACIFIC
 JG0353'RAILROAD STATION AT HAYS, THENCE 0.75 MILE NORTH ALONG A DIRT
 JG0353'ROAD TO THE ENTRANCE TO THE OLD HAYS AIRPORT, ABOUT 1 MILE EAST
 JG0353'OF U.S. HIGHWAY 183, ABOUT 100 YARDS SOUTHEAST OF A FLAGPOLE
 JG0353'AND WINDSOCK, 155 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 JG0353'SECTIONLINE ROAD, 122 FEET WEST OF A FENCE CORNER, 33 FEET
 JG0353'NORTH OF THE CENTER OF 13TH STREET, AND 5 FEET WEST OF A
 JG0353'TELEPHONE POLE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 JG0353'STAMPED R 303 1953 RESET 1958.
 JG0353
 JG0353                          STATION RECOVERY (1968)
 JG0353
 JG0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JG0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0615 ***********************************************************************
 JG0615  DESIGNATION -  R 304
 JG0615  PID         -  JG0615
 JG0615  STATE/COUNTY-  KS/TREGO
 JG0615  USGS QUAD   -  RANSOM (1980)
 JG0615
 JG0615                         *CURRENT SURVEY CONTROL
 JG0615  ___________________________________________________________________
 JG0615* NAD 83(1986)-  38 43 19.     (N)    099 54 45.     (W)     SCALED    
 JG0615* NAVD 88     -       743.871  (meters)    2440.52   (feet)  ADJUSTED  
 JG0615  ___________________________________________________________________
 JG0615  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 JG0615  DYNAMIC HT  -         743.294 (meters)    2438.62  (feet)  COMP
 JG0615  MODELED GRAV-     979,827.6   (mgal)                       NAVD 88
 JG0615
 JG0615  VERT ORDER  -  FIRST     CLASS II
 JG0615
 JG0615.The horizontal coordinates were scaled from a topographic map and have
 JG0615.an estimated accuracy of +/- 6 seconds.
 JG0615
 JG0615.The orthometric height was determined by differential leveling
 JG0615.and adjusted by the National Geodetic Survey in June 1991..
 JG0615
 JG0615.The geoid height was determined by GEOID03.
 JG0615
 JG0615.The dynamic height is computed by dividing the NAVD 88
 JG0615.geopotential number by the normal gravity value computed on the
 JG0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0615.degrees latitude (g = 980.6199 gals.).
 JG0615
 JG0615.The modeled gravity was interpolated from observed gravity values.
 JG0615
 JG0615;                    North         East    Units  Estimated Accuracy
 JG0615;SPC KS N     -    44,900.      233,690.      MT  (+/- 180 meters Scaled)
 JG0615
 JG0615                          SUPERSEDED SURVEY CONTROL
 JG0615
 JG0615  NGVD 29 (??/??/92)  743.577  (m)         2439.55   (f) ADJ UNCH    1 2
 JG0615
 JG0615.Superseded values are not recommended for survey control.
 JG0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0615.See file dsdata.txt to determine how the superseded data were derived.
 JG0615
 JG0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH206863(NAD 83)
 JG0615_MARKER: DB = BENCH MARK DISK
 JG0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0615_STAMPING: R 304 1953
 JG0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0615+STABILITY: SURFACE MOTION
 JG0615
 JG0615  HISTORY     - Date     Condition        Report By
 JG0615  HISTORY     - 1953     MONUMENTED       CGS
 JG0615
 JG0615                          STATION DESCRIPTION
 JG0615
 JG0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JG0615'6.4 MI NE FROM RANSOM.
 JG0615'0.7 MILE EAST ALONG STATE HIGHWAY 4 FROM THE HIGH SCHOOL
 JG0615'AT RANSOM, THENCE 3.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 JG0615'THENCE 0.2 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.65 MILES
 JG0615'NORTH ALONG A GRADED DIRT ROAD, 0.25 MILE SOUTH OF A ROAD
 JG0615'INTERSECTION, 26 FEET EAST OF THE CENTER LINE OF A GRADED DIRT
 JG0615'ROAD, 45.5 FEET NORTH OF A FENCE CORNER, 23.3 FEET SOUTH OF A
 JG0615'POWER POLE, 1.6 FEET WEST OF A FENCE, 1.3 FEET EAST OF A WITNESS
 JG0615'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 JG0615'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0616 ***********************************************************************
 JG0616  DESIGNATION -  R 304 RESET
 JG0616  PID         -  JG0616
 JG0616  STATE/COUNTY-  KS/TREGO
 JG0616  USGS QUAD   -  RANSOM (1980)
 JG0616
 JG0616                         *CURRENT SURVEY CONTROL
 JG0616  ___________________________________________________________________
 JG0616* NAD 83(1986)-  38 43 18.     (N)    099 54 45.     (W)     SCALED    
 JG0616* NAVD 88     -       743.71   (meters)    2440.0    (feet)  RESET     
 JG0616  ___________________________________________________________________
 JG0616  GEOID HEIGHT-         -25.79  (meters)                     GEOID03
 JG0616
 JG0616  VERT ORDER  -  THIRD
 JG0616
 JG0616.The horizontal coordinates were scaled from a topographic map and have
 JG0616.an estimated accuracy of +/- 6 seconds.
 JG0616
 JG0616.The orthometric height was computed from unverified reset data.
 JG0616
 JG0616.The geoid height was determined by GEOID03.
 JG0616
 JG0616;                    North         East    Units  Estimated Accuracy
 JG0616;SPC KS N     -    44,870.      233,690.      MT  (+/- 180 meters Scaled)
 JG0616
 JG0616                          SUPERSEDED SURVEY CONTROL
 JG0616
 JG0616.No superseded survey control is available for this station.
 JG0616
 JG0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH206862(NAD 83)
 JG0616_MARKER: DB = BENCH MARK DISK
 JG0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0616_STAMPING: R 304 RESET 1963
 JG0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0616+STABILITY: SURFACE MOTION
 JG0616
 JG0616  HISTORY     - Date     Condition        Report By
 JG0616  HISTORY     - 1963     MONUMENTED       CGS
 JG0616
 JG0616                          STATION DESCRIPTION
 JG0616
 JG0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JG0616'6.4 MI NE FROM RANSOM.
 JG0616'THIS MARK IS LOCATED IN TREGO COUNTY, 6.4 MILES NORTHEAST OF
 JG0616'RANSOM, NESS COUNTY.  IT MAY BE REACHED FROM THE HIGH SCHOOL
 JG0616'BY GOING 0.7 MILE EAST ALONG STATE HIGHWAY 4, THENCE 3.8 MILES
 JG0616'NORTH, 0.2 MILE EAST AND 1.6 MILES NORTH ALONG GRADED DIRT
 JG0616'ROADS.  IT IS 0.25 MILE SOUTH OF A ROAD INTERSECTION, 42 FEET
 JG0616'EAST OF THE CENTERLINE OF THE GRADED DIRT ROAD, IN AN EAST AND WEST
 JG0616'FENCE LINE, 69 FEET SOUTH OF A POWER POLE, 1.3 FEET EAST OF A
 JG0616'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 JG0616'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0050 ***********************************************************************
 HG0050  DESIGNATION -  R 307
 HG0050  PID         -  HG0050
 HG0050  STATE/COUNTY-  KS/KINGMAN
 HG0050  USGS QUAD   -  ALAMEDA (1967)
 HG0050
 HG0050                         *CURRENT SURVEY CONTROL
 HG0050  ___________________________________________________________________
 HG0050* NAD 83(1986)-  37 33 11.     (N)    098 05 59.     (W)     SCALED    
 HG0050* NAVD 88     -       494.932  (meters)    1623.79   (feet)  POSTED    
 HG0050  ___________________________________________________________________
 HG0050  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 HG0050  DYNAMIC HT  -         494.520 (meters)    1622.44  (feet)  COMP
 HG0050  MODELED GRAV-     979,785.2   (mgal)                       NAVD 88
 HG0050
 HG0050  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HG0050
 HG0050.The horizontal coordinates were scaled from a topographic map and have
 HG0050.an estimated accuracy of +/- 6 seconds.
 HG0050
 HG0050.The orthometric height was determined by differential leveling
 HG0050.and adjusted by the National Geodetic Survey in 1992..
 HG0050.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HG0050.rate of 1.1 thru 2.0 mm/km.
 HG0050
 HG0050.The geoid height was determined by GEOID03.
 HG0050
 HG0050.The dynamic height is computed by dividing the NAVD 88
 HG0050.geopotential number by the normal gravity value computed on the
 HG0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0050.degrees latitude (g = 980.6199 gals.).
 HG0050
 HG0050.The modeled gravity was interpolated from observed gravity values.
 HG0050
 HG0050;                    North         East    Units  Estimated Accuracy
 HG0050;SPC KS S     -   498,450.      435,370.      MT  (+/- 180 meters Scaled)
 HG0050
 HG0050                          SUPERSEDED SURVEY CONTROL
 HG0050
 HG0050  NGVD 29 (??/??/92)  494.766  (m)         1623.24   (f) ADJ UNCH    1 2
 HG0050
 HG0050.Superseded values are not recommended for survey control.
 HG0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0050.See file dsdata.txt to determine how the superseded data were derived.
 HG0050
 HG0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG795566(NAD 83)
 HG0050_MARKER: DB = BENCH MARK DISK
 HG0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0050_SP_SET: CONCRETE POST
 HG0050_STAMPING: R 307 1953
 HG0050_MARK LOGO: CGS   
 HG0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0050+STABILITY: SURFACE MOTION
 HG0050
 HG0050  HISTORY     - Date     Condition        Report By
 HG0050  HISTORY     - 1953     MONUMENTED       CGS
 HG0050  HISTORY     - 1986     GOOD             NGS
 HG0050
 HG0050                          STATION DESCRIPTION
 HG0050
 HG0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0050'1.9 MI SE FROM CARVEL.
 HG0050'1.9 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0050'RAILROAD FROM THE STATION AT CARVEL, 1 POLE WEST OF A ROAD
 HG0050'CROSSING, 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 HG0050'POST, 18 FEET SOUTHWEST OF A TELEPHONE POLE, 40 FEET SOUTH OF THE
 HG0050'SOUTH RAIL, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 HG0050'0.4 FOOT ABOVE THE GROUND.
 HG0050
 HG0050                          STATION RECOVERY (1986)
 HG0050
 HG0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0012 ***********************************************************************
 HG0012  DESIGNATION -  R 308
 HG0012  PID         -  HG0012
 HG0012  STATE/COUNTY-  KS/RENO
 HG0012  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0012
 HG0012                         *CURRENT SURVEY CONTROL
 HG0012  ___________________________________________________________________
 HG0012* NAD 83(1986)-  37 45 44.     (N)    098 01 09.     (W)     SCALED    
 HG0012* NAVD 88     -       471.223  (meters)    1546.00   (feet)  ADJUSTED  
 HG0012  ___________________________________________________________________
 HG0012  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 HG0012  DYNAMIC HT  -         470.848 (meters)    1544.77  (feet)  COMP
 HG0012  MODELED GRAV-     979,819.8   (mgal)                       NAVD 88
 HG0012
 HG0012  VERT ORDER  -  FIRST     CLASS II
 HG0012
 HG0012.The horizontal coordinates were scaled from a topographic map and have
 HG0012.an estimated accuracy of +/- 6 seconds.
 HG0012
 HG0012.The orthometric height was determined by differential leveling
 HG0012.and adjusted by the National Geodetic Survey in June 1991..
 HG0012
 HG0012.The geoid height was determined by GEOID03.
 HG0012
 HG0012.The dynamic height is computed by dividing the NAVD 88
 HG0012.geopotential number by the normal gravity value computed on the
 HG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0012.degrees latitude (g = 980.6199 gals.).
 HG0012
 HG0012.The modeled gravity was interpolated from observed gravity values.
 HG0012
 HG0012;                    North         East    Units  Estimated Accuracy
 HG0012;SPC KS S     -   521,700.      442,370.      MT  (+/- 180 meters Scaled)
 HG0012
 HG0012                          SUPERSEDED SURVEY CONTROL
 HG0012
 HG0012  NGVD 29 (??/??/92)  471.059  (m)         1545.47   (f) ADJ UNCH    1 2
 HG0012
 HG0012.Superseded values are not recommended for survey control.
 HG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0012.See file dsdata.txt to determine how the superseded data were derived.
 HG0012
 HG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG863798(NAD 83)
 HG0012_MARKER: DB = BENCH MARK DISK
 HG0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0012_SP_SET: CONCRETE POST
 HG0012_STAMPING: R 308 1953
 HG0012_MARK LOGO: CGS   
 HG0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0012+STABILITY: SURFACE MOTION
 HG0012
 HG0012  HISTORY     - Date     Condition        Report By
 HG0012  HISTORY     - 1953     MONUMENTED       CGS
 HG0012  HISTORY     - 1986     GOOD             NGS
 HG0012
 HG0012                          STATION DESCRIPTION
 HG0012
 HG0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0012'1.2 MI S FROM PRETTY PRAIRIE.
 HG0012'1.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0012'FROM THE STATION AT PRETTY PRAIRIE, AT A ROAD CROSSING, 102 FEET
 HG0012'SOUTH OF THE CENTER LINE OF A ROAD, 44 FEET WEST OF THE WEST
 HG0012'RAIL, 16.5 FEET WEST OF MILEPOST 21, 3 FEET EAST OF A FENCE,
 HG0012'3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HG0012'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0012
 HG0012                          STATION RECOVERY (1986)
 HG0012
 HG0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0012'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.0 KM (9.95
 HG0012'MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM ITS JUNCTION WITH
 HG0012'U.S. HIGHWAY 54 IN KINGMAN.  DELETE--16.5 FEET WEST OF MILEPOST 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0180 ***********************************************************************
 HG0180  DESIGNATION -  R 309
 HG0180  PID         -  HG0180
 HG0180  STATE/COUNTY-  KS/HARPER
 HG0180  USGS QUAD   -  HARPER (1973)
 HG0180
 HG0180                         *CURRENT SURVEY CONTROL
 HG0180  ___________________________________________________________________
 HG0180* NAD 83(1986)-  37 15 14.     (N)    098 01 49.     (W)     SCALED    
 HG0180* NAVD 88     -       436.907  (meters)    1433.42   (feet)  ADJUSTED  
 HG0180  ___________________________________________________________________
 HG0180  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 HG0180  DYNAMIC HT  -         436.542 (meters)    1432.22  (feet)  COMP
 HG0180  MODELED GRAV-     979,782.7   (mgal)                       NAVD 88
 HG0180
 HG0180  VERT ORDER  -  FIRST     CLASS II
 HG0180
 HG0180.The horizontal coordinates were scaled from a topographic map and have
 HG0180.an estimated accuracy of +/- 6 seconds.
 HG0180
 HG0180.The orthometric height was determined by differential leveling
 HG0180.and adjusted by the National Geodetic Survey in June 1991..
 HG0180
 HG0180.The geoid height was determined by GEOID03.
 HG0180
 HG0180.The dynamic height is computed by dividing the NAVD 88
 HG0180.geopotential number by the normal gravity value computed on the
 HG0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0180.degrees latitude (g = 980.6199 gals.).
 HG0180
 HG0180.The modeled gravity was interpolated from observed gravity values.
 HG0180
 HG0180;                    North         East    Units  Estimated Accuracy
 HG0180;SPC KS S     -   465,280.      441,670.      MT  (+/- 180 meters Scaled)
 HG0180
 HG0180                          SUPERSEDED SURVEY CONTROL
 HG0180
 HG0180  NGVD 29 (??/??/92)  436.775  (m)         1432.99   (f) ADJ UNCH    1 2
 HG0180
 HG0180.Superseded values are not recommended for survey control.
 HG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0180.See file dsdata.txt to determine how the superseded data were derived.
 HG0180
 HG0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG859234(NAD 83)
 HG0180_MARKER: DB = BENCH MARK DISK
 HG0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0180_SP_SET: CONCRETE POST
 HG0180_STAMPING: R 309 1953
 HG0180_MARK LOGO: CGS   
 HG0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0180+STABILITY: SURFACE MOTION
 HG0180
 HG0180  HISTORY     - Date     Condition        Report By
 HG0180  HISTORY     - 1953     MONUMENTED       CGS
 HG0180  HISTORY     - 1985     GOOD             NGS
 HG0180
 HG0180                          STATION DESCRIPTION
 HG0180
 HG0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0180'2.5 MI S FROM HARPER.
 HG0180'2.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0180'FROM ITS CROSSING WITH THE EAST AND WEST MAIN LINE AT HARPER,
 HG0180'AT A ROAD CROSSING, 51 FEET SOUTH OF THE CENTER LINE OF A ROAD,
 HG0180'45.3 FEET EAST OF THE EAST RAIL, 2 FEET WEST OF A FENCE, 3 FEET
 HG0180'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HG0180'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0180
 HG0180                          STATION RECOVERY (1985)
 HG0180
 HG0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0214 ***********************************************************************
 HG0214  DESIGNATION -  R 310
 HG0214  PID         -  HG0214
 HG0214  STATE/COUNTY-  KS/HARPER
 HG0214  USGS QUAD   -  SPRING (1972)
 HG0214
 HG0214                         *CURRENT SURVEY CONTROL
 HG0214  ___________________________________________________________________
 HG0214* NAD 83(1986)-  37 00 53.     (N)    098 01 48.     (W)     SCALED    
 HG0214* NAVD 88     -       401.990  (meters)    1318.86   (feet)  ADJUSTED  
 HG0214  ___________________________________________________________________
 HG0214  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 HG0214  DYNAMIC HT  -         401.653 (meters)    1317.76  (feet)  COMP
 HG0214  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 HG0214
 HG0214  VERT ORDER  -  FIRST     CLASS II
 HG0214
 HG0214.The horizontal coordinates were scaled from a topographic map and have
 HG0214.an estimated accuracy of +/- 6 seconds.
 HG0214
 HG0214.The orthometric height was determined by differential leveling
 HG0214.and adjusted by the National Geodetic Survey in June 1991..
 HG0214
 HG0214.The geoid height was determined by GEOID03.
 HG0214
 HG0214.The dynamic height is computed by dividing the NAVD 88
 HG0214.geopotential number by the normal gravity value computed on the
 HG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0214.degrees latitude (g = 980.6199 gals.).
 HG0214
 HG0214.The modeled gravity was interpolated from observed gravity values.
 HG0214
 HG0214;                    North         East    Units  Estimated Accuracy
 HG0214;SPC KS S     -   438,740.      441,830.      MT  (+/- 180 meters Scaled)
 HG0214
 HG0214                          SUPERSEDED SURVEY CONTROL
 HG0214
 HG0214  NGVD 29 (??/??/92)  401.867  (m)         1318.46   (f) ADJ UNCH    1 2
 HG0214
 HG0214.Superseded values are not recommended for survey control.
 HG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0214.See file dsdata.txt to determine how the superseded data were derived.
 HG0214
 HG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF862969(NAD 83)
 HG0214_MARKER: DB = BENCH MARK DISK
 HG0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0214_STAMPING: R 310 1953
 HG0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0214+STABILITY: SURFACE MOTION
 HG0214
 HG0214  HISTORY     - Date     Condition        Report By
 HG0214  HISTORY     - 1953     MONUMENTED       CGS
 HG0214  HISTORY     - 1972     GOOD             USGS
 HG0214  HISTORY     - 1985     MARK NOT FOUND   NGS
 HG0214
 HG0214                          STATION DESCRIPTION
 HG0214
 HG0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 HG0214'1.3 MI N FROM MANCHESTER.
 HG0214'1.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HG0214'FROM THE STATION AT MANCHESTER, 2 RAILS SOUTH OF BRIDGE 79 D,
 HG0214'45 FEET EAST OF THE EAST RAIL, 2 FEET WEST OF A FENCE, 2 FEET
 HG0214'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 HG0214'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 HG0214
 HG0214                          STATION RECOVERY (1972)
 HG0214
 HG0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HG0214'RECOVERED IN GOOD CONDITION.
 HG0214
 HG0214                          STATION RECOVERY (1985)
 HG0214
 HG0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HG0214'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0977 ***********************************************************************
 HF0977  DESIGNATION -  R 311
 HF0977  PID         -  HF0977
 HF0977  STATE/COUNTY-  KS/KINGMAN
 HF0977  USGS QUAD   -  MURDOCK (1965)
 HF0977
 HF0977                         *CURRENT SURVEY CONTROL
 HF0977  ___________________________________________________________________
 HF0977* NAD 83(1986)-  37 33 39.     (N)    097 56 08.     (W)     SCALED    
 HF0977* NAVD 88     -       441.078  (meters)    1447.10   (feet)  ADJUSTED  
 HF0977  ___________________________________________________________________
 HF0977  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HF0977  DYNAMIC HT  -         440.719 (meters)    1445.93  (feet)  COMP
 HF0977  MODELED GRAV-     979,803.1   (mgal)                       NAVD 88
 HF0977
 HF0977  VERT ORDER  -  SECOND    CLASS 0
 HF0977
 HF0977.The horizontal coordinates were scaled from a topographic map and have
 HF0977.an estimated accuracy of +/- 6 seconds.
 HF0977
 HF0977.The orthometric height was determined by differential leveling
 HF0977.and adjusted by the National Geodetic Survey in June 1991..
 HF0977
 HF0977.The geoid height was determined by GEOID03.
 HF0977
 HF0977.The dynamic height is computed by dividing the NAVD 88
 HF0977.geopotential number by the normal gravity value computed on the
 HF0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0977.degrees latitude (g = 980.6199 gals.).
 HF0977
 HF0977.The modeled gravity was interpolated from observed gravity values.
 HF0977
 HF0977;                    North         East    Units  Estimated Accuracy
 HF0977;SPC KS S     -   499,390.      449,870.      MT  (+/- 180 meters Scaled)
 HF0977
 HF0977                          SUPERSEDED SURVEY CONTROL
 HF0977
 HF0977  NGVD 29 (??/??/92)  440.933  (m)         1446.63   (f) ADJ UNCH    2 0
 HF0977
 HF0977.Superseded values are not recommended for survey control.
 HF0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0977.See file dsdata.txt to determine how the superseded data were derived.
 HF0977
 HF0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG940576(NAD 83)
 HF0977_MARKER: DB = BENCH MARK DISK
 HF0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0977_STAMPING: R 311 1956
 HF0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0977+STABILITY: SURFACE MOTION
 HF0977
 HF0977  HISTORY     - Date     Condition        Report By
 HF0977  HISTORY     - 1956     MONUMENTED       CGS
 HF0977  HISTORY     - 1962     GOOD             NGS
 HF0977
 HF0977                          STATION DESCRIPTION
 HF0977
 HF0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0977'3.6 MI S FROM MURDOCK.
 HF0977'3.65 MILES SOUTH ALONG AN OILED ROAD FROM THE ATCHISON, TOPEKA
 HF0977'AND SANTA FE RAILROAD STATION AT MURDOCK, 34 FEET EAST OF THE
 HF0977'CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, 41 FEET SOUTH OF
 HF0977'THE CENTER LINE OF AN OILED ROAD LEADING EAST, 5 FEET SOUTHEAST
 HF0977'OF A POWER POLE, 2.2 FEET WEST OF A WITNESS POST, 1.0 MILE
 HF0977'SOUTH OF BENCH MARK Q 311, SET IN THE TOP OF A CONCRETE POST
 HF0977'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4
 HF0977'OF SECTION 1, TOWNSHIP 29 SOUTH, RANGE 6 WEST.
 HF0977
 HF0977                          STATION RECOVERY (1962)
 HF0977
 HF0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0963 ***********************************************************************
 HF0963  DESIGNATION -  R 312
 HF0963  PID         -  HF0963
 HF0963  STATE/COUNTY-  KS/SEDGWICK
 HF0963  USGS QUAD   -  CHENEY SE (1965)
 HF0963
 HF0963                         *CURRENT SURVEY CONTROL
 HF0963  ___________________________________________________________________
 HF0963* NAD 83(1986)-  37 34 32.     (N)    097 47 23.     (W)     SCALED    
 HF0963* NAVD 88     -       417.039  (meters)    1368.24   (feet)  ADJUSTED  
 HF0963  ___________________________________________________________________
 HF0963  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 HF0963  DYNAMIC HT  -         416.700 (meters)    1367.12  (feet)  COMP
 HF0963  MODELED GRAV-     979,805.7   (mgal)                       NAVD 88
 HF0963
 HF0963  VERT ORDER  -  SECOND    CLASS 0
 HF0963
 HF0963.The horizontal coordinates were scaled from a topographic map and have
 HF0963.an estimated accuracy of +/- 6 seconds.
 HF0963
 HF0963.The orthometric height was determined by differential leveling
 HF0963.and adjusted by the National Geodetic Survey in June 1991..
 HF0963
 HF0963.The geoid height was determined by GEOID03.
 HF0963
 HF0963.The dynamic height is computed by dividing the NAVD 88
 HF0963.geopotential number by the normal gravity value computed on the
 HF0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0963.degrees latitude (g = 980.6199 gals.).
 HF0963
 HF0963.The modeled gravity was interpolated from observed gravity values.
 HF0963
 HF0963;                    North         East    Units  Estimated Accuracy
 HF0963;SPC KS S     -   501,110.      462,740.      MT  (+/- 180 meters Scaled)
 HF0963
 HF0963                          SUPERSEDED SURVEY CONTROL
 HF0963
 HF0963  NGVD 29 (??/??/92)  416.897  (m)         1367.77   (f) ADJ UNCH    2 0
 HF0963
 HF0963.Superseded values are not recommended for survey control.
 HF0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0963.See file dsdata.txt to determine how the superseded data were derived.
 HF0963
 HF0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG068594(NAD 83)
 HF0963_MARKER: DB = BENCH MARK DISK
 HF0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0963_STAMPING: R 312 1956
 HF0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0963+STABILITY: SURFACE MOTION
 HF0963
 HF0963  HISTORY     - Date     Condition        Report By
 HF0963  HISTORY     - 1956     MONUMENTED       CGS
 HF0963
 HF0963                          STATION DESCRIPTION
 HF0963
 HF0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0963'5 MI S FROM CHENEY.
 HF0963'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0963'FROM THE STATION AT CHENEY, THENCE 0.6 MILE SOUTH ALONG A
 HF0963'GRADED DIRT ROAD, THENCE 2.0 MILES SOUTH ALONG AN OILED ROAD,
 HF0963'THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 HF0963'SOUTH ALONG A GRADED DIRT ROAD, 93 FEET EAST OF A POWER POLE,
 HF0963'IN LINE WITH A ROW OF POWER POLES, 29 FEET WEST OF THE CENTER
 HF0963'LINE OF A NORTH AND SOUTH ROAD, 26 FEET SOUTH OF THE CENTER LINE
 HF0963'OF AN EAST AND WEST ROAD, 3.2 FEET SOUTHWEST OF A FENCE CORNER,
 HF0963'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 HF0963'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 HF0963'SECTION 31, TOWNSHIP 28 SOUTH, RANGE 4 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1017 ***********************************************************************
 HF1017  DESIGNATION -  R 313
 HF1017  PID         -  HF1017
 HF1017  STATE/COUNTY-  KS/SEDGWICK
 HF1017  USGS QUAD   -  GODDARD (1975)
 HF1017
 HF1017                         *CURRENT SURVEY CONTROL
 HF1017  ___________________________________________________________________
 HF1017* NAD 83(1986)-  37 43 17.     (N)    097 36 27.     (W)     SCALED    
 HF1017* NAVD 88     -       445.592  (meters)    1461.91   (feet)  ADJUSTED  
 HF1017  ___________________________________________________________________
 HF1017  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 HF1017  DYNAMIC HT  -         445.233 (meters)    1460.74  (feet)  COMP
 HF1017  MODELED GRAV-     979,811.6   (mgal)                       NAVD 88
 HF1017
 HF1017  VERT ORDER  -  SECOND    CLASS 0
 HF1017
 HF1017.The horizontal coordinates were scaled from a topographic map and have
 HF1017.an estimated accuracy of +/- 6 seconds.
 HF1017
 HF1017.The orthometric height was determined by differential leveling
 HF1017.and adjusted by the National Geodetic Survey in June 1991..
 HF1017
 HF1017.The geoid height was determined by GEOID03.
 HF1017
 HF1017.The dynamic height is computed by dividing the NAVD 88
 HF1017.geopotential number by the normal gravity value computed on the
 HF1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1017.degrees latitude (g = 980.6199 gals.).
 HF1017
 HF1017.The modeled gravity was interpolated from observed gravity values.
 HF1017
 HF1017;                    North         East    Units  Estimated Accuracy
 HF1017;SPC KS S     -   517,430.      478,680.      MT  (+/- 180 meters Scaled)
 HF1017
 HF1017                          SUPERSEDED SURVEY CONTROL
 HF1017
 HF1017  NGVD 29 (??/??/92)  445.443  (m)         1461.42   (f) ADJ UNCH    2 0
 HF1017
 HF1017.Superseded values are not recommended for survey control.
 HF1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1017.See file dsdata.txt to determine how the superseded data were derived.
 HF1017
 HF1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG227758(NAD 83)
 HF1017_MARKER: DB = BENCH MARK DISK
 HF1017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF1017_SP_SET: CULVERT
 HF1017_STAMPING: R 313 1956
 HF1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF1017
 HF1017  HISTORY     - Date     Condition        Report By
 HF1017  HISTORY     - 1956     MONUMENTED       CGS
 HF1017
 HF1017                          STATION DESCRIPTION
 HF1017
 HF1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1017'16 MI W FROM WICHITA.
 HF1017'5.0 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 HF1017'STATION AT WICHITA, THENCE 7.0 MILES WEST ALONG AN OILED ROAD,
 HF1017'THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD, 48 FEET WEST OF THE
 HF1017'CENTER LINE OF A NORTH AND SOUTH ROAD, 20 FEET SOUTH OF THE CENTER
 HF1017'LINE OF AN EAST AND WEST ROAD, SET IN THE TOP OF THE CENTER OF THE
 HF1017'SOUTH HEADWALL OF A CONCRETE CULVERT, IN THE NORTHEAST 1/4 OF
 HF1017'SECTION 11, TOWNSHIP 27 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0841 ***********************************************************************
 HF0841  DESIGNATION -  R 314
 HF0841  PID         -  HF0841
 HF0841  STATE/COUNTY-  KS/SUMNER
 HF0841  USGS QUAD   -  CALDWELL (1971)
 HF0841
 HF0841                         *CURRENT SURVEY CONTROL
 HF0841  ___________________________________________________________________
 HF0841* NAD 83(1986)-  37 05 57.     (N)    097 37 09.     (W)     SCALED    
 HF0841* NAVD 88     -       368.506  (meters)    1209.01   (feet)  ADJUSTED  
 HF0841  ___________________________________________________________________
 HF0841  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 HF0841  DYNAMIC HT  -         368.199 (meters)    1208.00  (feet)  COMP
 HF0841  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 HF0841
 HF0841  VERT ORDER  -  SECOND    CLASS 0
 HF0841
 HF0841.The horizontal coordinates were scaled from a topographic map and have
 HF0841.an estimated accuracy of +/- 6 seconds.
 HF0841
 HF0841.The orthometric height was determined by differential leveling
 HF0841.and adjusted by the National Geodetic Survey in June 1991..
 HF0841
 HF0841.The geoid height was determined by GEOID03.
 HF0841
 HF0841.The dynamic height is computed by dividing the NAVD 88
 HF0841.geopotential number by the normal gravity value computed on the
 HF0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0841.degrees latitude (g = 980.6199 gals.).
 HF0841
 HF0841.The modeled gravity was interpolated from observed gravity values.
 HF0841
 HF0841;                    North         East    Units  Estimated Accuracy
 HF0841;SPC KS S     -   448,370.      478,300.      MT  (+/- 180 meters Scaled)
 HF0841
 HF0841                          SUPERSEDED SURVEY CONTROL
 HF0841
 HF0841  NGVD 29 (??/??/92)  368.396  (m)         1208.65   (f) ADJ UNCH    2 0
 HF0841
 HF0841.Superseded values are not recommended for survey control.
 HF0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0841.See file dsdata.txt to determine how the superseded data were derived.
 HF0841
 HF0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG227067(NAD 83)
 HF0841_MARKER: DB = BENCH MARK DISK
 HF0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0841_STAMPING: R 314 1956
 HF0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0841+STABILITY: SURFACE MOTION
 HF0841
 HF0841  HISTORY     - Date     Condition        Report By
 HF0841  HISTORY     - 1956     MONUMENTED       CGS
 HF0841
 HF0841                          STATION DESCRIPTION
 HF0841
 HF0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF0841'7.7 MI N FROM CALDWELL.
 HF0841'0.6 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0841'FROM THE STATION AT CALDWELL, THENCE 1.1 MILES EAST ALONG A GRADED
 HF0841'DIRT ROAD, THENCE 4.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE
 HF0841'2.0 MILES WEST ALONG A GRADED DIRT ROAD, 30 FEET EAST OF THE CENTER
 HF0841'LINE OF A NORTH AND SOUTH ROAD, 31 FEET NORTH OF THE CENTER LINE
 HF0841'OF AN EAST AND WEST ROAD, 3 FEET NORTHEAST OF A TELEPHONE POLE,
 HF0841'2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HF0841'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHWEST
 HF0841'1/4 OF SECTION 11, TOWNSHIP 34 SOUTH, RANGE 3 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1036 ***********************************************************************
 HF1036  DESIGNATION -  R 315
 HF1036  PID         -  HF1036
 HF1036  STATE/COUNTY-  KS/KINGMAN
 HF1036  USGS QUAD   -  CHENEY (1982)
 HF1036
 HF1036                         *CURRENT SURVEY CONTROL
 HF1036  ___________________________________________________________________
 HF1036* NAD 83(1986)-  37 43 08.     (N)    097 49 33.     (W)     SCALED    
 HF1036* NAVD 88     -       443.206  (meters)    1454.09   (feet)  ADJUSTED  
 HF1036  ___________________________________________________________________
 HF1036  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 HF1036  DYNAMIC HT  -         442.852 (meters)    1452.92  (feet)  COMP
 HF1036  MODELED GRAV-     979,819.6   (mgal)                       NAVD 88
 HF1036
 HF1036  VERT ORDER  -  SECOND    CLASS 0
 HF1036
 HF1036.The horizontal coordinates were scaled from a topographic map and have
 HF1036.an estimated accuracy of +/- 6 seconds.
 HF1036
 HF1036.The orthometric height was determined by differential leveling
 HF1036.and adjusted by the National Geodetic Survey in June 1991..
 HF1036
 HF1036.The geoid height was determined by GEOID03.
 HF1036
 HF1036.The dynamic height is computed by dividing the NAVD 88
 HF1036.geopotential number by the normal gravity value computed on the
 HF1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF1036.degrees latitude (g = 980.6199 gals.).
 HF1036
 HF1036.The modeled gravity was interpolated from observed gravity values.
 HF1036
 HF1036;                    North         East    Units  Estimated Accuracy
 HF1036;SPC KS S     -   517,000.      459,440.      MT  (+/- 180 meters Scaled)
 HF1036
 HF1036                          SUPERSEDED SURVEY CONTROL
 HF1036
 HF1036  NGVD 29 (??/??/92)  443.058  (m)         1453.60   (f) ADJ UNCH    2 0
 HF1036
 HF1036.Superseded values are not recommended for survey control.
 HF1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1036.See file dsdata.txt to determine how the superseded data were derived.
 HF1036
 HF1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG034752(NAD 83)
 HF1036_MARKER: DB = BENCH MARK DISK
 HF1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF1036_STAMPING: R 315 1956
 HF1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1036+STABILITY: SURFACE MOTION
 HF1036
 HF1036  HISTORY     - Date     Condition        Report By
 HF1036  HISTORY     - 1956     MONUMENTED       CGS
 HF1036  HISTORY     - 1963     POOR             USGS
 HF1036
 HF1036                          STATION DESCRIPTION
 HF1036
 HF1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 HF1036'9.8 MI N FROM CHENEY.
 HF1036'0.45 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF1036'FROM THE STATION AT CHENEY, THENCE 2.4 MILES NORTH ALONG A
 HF1036'GRADED DIRT ROAD, THENCE 0.45 MILE WEST ALONG U.S. HIGHWAY 54,
 HF1036'THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 1.5
 HF1036'MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 HF1036'ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A GRADED
 HF1036'DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD, 43 FEET
 HF1036'SOUTH OF THE CENTER LINE OF AN EAST AND WEST OILED ROAD, 23 FEET
 HF1036'EAST OF THE CENTER LINE OF A NORTH AND SOUTH GRAVELED ROAD, 12
 HF1036'FEET WEST OF A POWER POLE, 3.3 FEET SOUTHWEST OF A FENCE CORNER,
 HF1036'1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 HF1036'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 HF1036'1/4 OF SECTION 12, TOWNSHIP 27 SOUTH, RANGE 5 WEST.  NOTE-- POST
 HF1036'HAS BEEN HIT BY CONSTRUCTION OF THE CHENEY RESEVOIR.
 HF1036
 HF1036                          STATION RECOVERY (1963)
 HF1036
 HF1036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HF1036'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2083 ***********************************************************************
 JE2083  DESIGNATION -  R 324 RESET
 JE2083  PID         -  JE2083
 JE2083  STATE/COUNTY-  KS/DOUGLAS
 JE2083  USGS QUAD   -  LONE STAR (1978)
 JE2083
 JE2083                         *CURRENT SURVEY CONTROL
 JE2083  ___________________________________________________________________
 JE2083* NAD 83(1986)-  38 46 02.     (N)    095 15 27.     (W)     SCALED    
 JE2083* NAVD 88     -       307.14   (meters)    1007.7    (feet)  RESET     
 JE2083  ___________________________________________________________________
 JE2083  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 JE2083
 JE2083  VERT ORDER  -  THIRD
 JE2083
 JE2083.The horizontal coordinates were scaled from a topographic map and have
 JE2083.an estimated accuracy of +/- 6 seconds.
 JE2083
 JE2083.The orthometric height was computed from unverified reset data.
 JE2083
 JE2083.The geoid height was determined by GEOID03.
 JE2083
 JE2083;                    North         East    Units  Estimated Accuracy
 JE2083;SPC KS N     -    51,780.      638,310.      MT  (+/- 180 meters Scaled)
 JE2083
 JE2083                          SUPERSEDED SURVEY CONTROL
 JE2083
 JE2083  NGVD 29 (03/09/04)  307.02   (m)         1007.3    (f) RESET       3  
 JE2083
 JE2083.Superseded values are not recommended for survey control.
 JE2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2083.See file dsdata.txt to determine how the superseded data were derived.
 JE2083
 JE2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC038933(NAD 83)
 JE2083_MARKER: DV = VERTICAL CONTROL DISK
 JE2083_SETTING: 0 = UNSPECIFIED SETTING
 JE2083_STAMPING: R 324 RESET 1980
 JE2083_MARK LOGO: NGS   
 JE2083_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE2083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JE2083+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 JE2083
 JE2083  HISTORY     - Date     Condition        Report By
 JE2083  HISTORY     - 1980     MONUMENTED       NGS
 JE2083  HISTORY     - 20050922 GOOD             GEOCAC
 JE2083
 JE2083                          STATION DESCRIPTION
 JE2083
 JE2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 JE2083'0.7 MILES (1.1 KM) SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JE2083'RAILWAY FROM OLD STATION AND THE BALDWIN GRAIN COMPANY ELEVATOR AT
 JE2083'BALDWIN, THENCE RIGHT AND WEST ALONG A GRAVELED ROAD FOR 2.5 MILES
 JE2083'(4.0 KM) TO THE MARK ON THE LEFT, 34.0 FEET (10.4 M) SOUTH OF THE
 JE2083'CENTERLINE OF THE ROAD, 2.9 FEET (0.9 M) SOUTHEAST OF A POWERLINE
 JE2083'POLE, 5.5 FEET (1.7 M) NORTHEAST OF THE BASE OF A GUY-WIRE FOR THE
 JE2083'POLE, A CAST ALUMINUM SURVEY MARK THAT IS SURROUNDED BY CONCRETE AND
 JE2083'FLUSH WITH THE GROUND.
 JE2083
 JE2083                          STATION RECOVERY (2005)
 JE2083
 JE2083'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JE2083'RECOVERED AS DESCRIBED.  THE MARK IS 0.3 M NORTH OF A CARSONITE
 JE2083'WITNESS POST WITH A METAL SIGN.
 JE2083' 
 JE2083'HANDHELD GPS COORDINATES (NAD 83) N38 46 03.4 W95 15 25.8
 JE2083' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0842 ***********************************************************************
 KE0842  DESIGNATION -  R 325
 KE0842  PID         -  KE0842
 KE0842  STATE/COUNTY-  KS/JEFFERSON
 KE0842  USGS QUAD   -  MERIDEN (1982)
 KE0842
 KE0842                         *CURRENT SURVEY CONTROL
 KE0842  ___________________________________________________________________
 KE0842* NAD 83(1986)-  39 12 19.     (N)    095 33 09.     (W)     SCALED    
 KE0842* NAVD 88     -       290.144  (meters)     951.91   (feet)  ADJUSTED  
 KE0842  ___________________________________________________________________
 KE0842  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 KE0842  DYNAMIC HT  -         289.956 (meters)     951.30  (feet)  COMP
 KE0842  MODELED GRAV-     979,971.6   (mgal)                       NAVD 88
 KE0842
 KE0842  VERT ORDER  -  SECOND    CLASS 0
 KE0842
 KE0842.The horizontal coordinates were scaled from a topographic map and have
 KE0842.an estimated accuracy of +/- 6 seconds.
 KE0842
 KE0842.The orthometric height was determined by differential leveling
 KE0842.and adjusted by the National Geodetic Survey in June 1991..
 KE0842
 KE0842.The geoid height was determined by GEOID03.
 KE0842
 KE0842.The dynamic height is computed by dividing the NAVD 88
 KE0842.geopotential number by the normal gravity value computed on the
 KE0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0842.degrees latitude (g = 980.6199 gals.).
 KE0842
 KE0842.The modeled gravity was interpolated from observed gravity values.
 KE0842
 KE0842;                    North         East    Units  Estimated Accuracy
 KE0842;SPC KS N     -    99,650.      611,370.      MT  (+/- 180 meters Scaled)
 KE0842
 KE0842                          SUPERSEDED SURVEY CONTROL
 KE0842
 KE0842  NGVD 29 (??/??/92)  290.042  (m)          951.58   (f) ADJ UNCH    2 0
 KE0842
 KE0842.Superseded values are not recommended for survey control.
 KE0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0842.See file dsdata.txt to determine how the superseded data were derived.
 KE0842
 KE0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD796426(NAD 83)
 KE0842_MARKER: DB = BENCH MARK DISK
 KE0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0842_STAMPING: R 325 1961
 KE0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0842+STABILITY: SURFACE MOTION
 KE0842
 KE0842  HISTORY     - Date     Condition        Report By
 KE0842  HISTORY     - 1961     MONUMENTED       CGS
 KE0842
 KE0842                          STATION DESCRIPTION
 KE0842
 KE0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KE0842'1.2 MI NE FROM MERIDEN.
 KE0842'1.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 KE0842'RAILWAY FROM THE STATION AT MERIDEN, 25 FEET NORTHWEST OF RAILROAD
 KE0842'CROSSING, 24 FEET WEST OF A NORTH-SOUTH ROAD, SET IN THE TOP OF
 KE0842'A CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1480 ***********************************************************************
 JE1480  DESIGNATION -  R 326
 JE1480  PID         -  JE1480
 JE1480  STATE/COUNTY-  KS/COFFEY
 JE1480  USGS QUAD   -  LEBO (1973)
 JE1480
 JE1480                         *CURRENT SURVEY CONTROL
 JE1480  ___________________________________________________________________
 JE1480* NAD 83(1986)-  38 25 33.     (N)    095 48 06.     (W)     SCALED    
 JE1480* NAVD 88     -       352.838  (meters)    1157.60   (feet)  ADJUSTED  
 JE1480  ___________________________________________________________________
 JE1480  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JE1480  DYNAMIC HT  -         352.585 (meters)    1156.77  (feet)  COMP
 JE1480  MODELED GRAV-     979,901.3   (mgal)                       NAVD 88
 JE1480
 JE1480  VERT ORDER  -  SECOND    CLASS 0
 JE1480
 JE1480.The horizontal coordinates were scaled from a topographic map and have
 JE1480.an estimated accuracy of +/- 6 seconds.
 JE1480
 JE1480.The orthometric height was determined by differential leveling
 JE1480.and adjusted by the National Geodetic Survey in June 1991..
 JE1480
 JE1480.The geoid height was determined by GEOID03.
 JE1480
 JE1480.The dynamic height is computed by dividing the NAVD 88
 JE1480.geopotential number by the normal gravity value computed on the
 JE1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1480.degrees latitude (g = 980.6199 gals.).
 JE1480
 JE1480.The modeled gravity was interpolated from observed gravity values.
 JE1480
 JE1480;                    North         East    Units  Estimated Accuracy
 JE1480;SPC KS S     -   598,660.      635,590.      MT  (+/- 180 meters Scaled)
 JE1480
 JE1480                          SUPERSEDED SURVEY CONTROL
 JE1480
 JE1480  NGVD 29 (??/??/92)  352.679  (m)         1157.08   (f) ADJ UNCH    2 0
 JE1480
 JE1480.Superseded values are not recommended for survey control.
 JE1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1480.See file dsdata.txt to determine how the superseded data were derived.
 JE1480
 JE1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC554567(NAD 83)
 JE1480_MARKER: DB = BENCH MARK DISK
 JE1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1480_STAMPING: R 326 1974
 JE1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1480+STABILITY: SURFACE MOTION
 JE1480
 JE1480  HISTORY     - Date     Condition        Report By
 JE1480  HISTORY     - 1974     MONUMENTED       NGS
 JE1480
 JE1480                          STATION DESCRIPTION
 JE1480
 JE1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1480'3.2 MI E FROM LEBO.
 JE1480'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY I-35 AND
 JE1480'STATE HIGHWAY 131 (EXIT NO 148), WHICH IS ABOUT 1 MILE NORTH OF LEBO,
 JE1480'GO EAST ALONG I-35 FOR 3.2 MILES TO THE MARK SET IN THE TOP OF A
 JE1480'CONCRETE POST FLUSH WITH THE GROUND.  THE MARK IS IN LINE WITH THE
 JE1480'EAST EDGE OF A CROSSOVER BETWEEN THE EAST BOUND AND WEST BOUND LANES
 JE1480'OF I-35, 95 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF
 JE1480'HIGHWAY, 2.0 FEET NORTHEAST OF A METAL WITNESS SIGN, 1.5 FEET NORTH OF
 JE1480'THE RIGHT-OF-WAY FENCE AND IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1431 ***********************************************************************
 JE1431  DESIGNATION -  R 327
 JE1431  PID         -  JE1431
 JE1431  STATE/COUNTY-  KS/FRANKLIN
 JE1431  USGS QUAD   -  LE LOUP (1973)
 JE1431
 JE1431                         *CURRENT SURVEY CONTROL
 JE1431  ___________________________________________________________________
 JE1431* NAD 83(1986)-  38 38 55.     (N)    095 12 01.     (W)     SCALED    
 JE1431* NAVD 88     -       280.579  (meters)     920.53   (feet)  ADJUSTED  
 JE1431  ___________________________________________________________________
 JE1431  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JE1431  DYNAMIC HT  -         280.387 (meters)     919.90  (feet)  COMP
 JE1431  MODELED GRAV-     979,935.6   (mgal)                       NAVD 88
 JE1431
 JE1431  VERT ORDER  -  SECOND    CLASS 0
 JE1431
 JE1431.The horizontal coordinates were scaled from a topographic map and have
 JE1431.an estimated accuracy of +/- 6 seconds.
 JE1431
 JE1431.The orthometric height was determined by differential leveling
 JE1431.and adjusted by the National Geodetic Survey in June 1991..
 JE1431
 JE1431.The geoid height was determined by GEOID03.
 JE1431
 JE1431.The dynamic height is computed by dividing the NAVD 88
 JE1431.geopotential number by the normal gravity value computed on the
 JE1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1431.degrees latitude (g = 980.6199 gals.).
 JE1431
 JE1431.The modeled gravity was interpolated from observed gravity values.
 JE1431
 JE1431;                    North         East    Units  Estimated Accuracy
 JE1431;SPC KS S     -   625,060.      687,200.      MT  (+/- 180 meters Scaled)
 JE1431
 JE1431                          SUPERSEDED SURVEY CONTROL
 JE1431
 JE1431  NGVD 29 (??/??/92)  280.462  (m)          920.15   (f) ADJ UNCH    2 0
 JE1431
 JE1431.Superseded values are not recommended for survey control.
 JE1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1431.See file dsdata.txt to determine how the superseded data were derived.
 JE1431
 JE1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC085800(NAD 83)
 JE1431_MARKER: DB = BENCH MARK DISK
 JE1431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1431_SP_SET: CULVERT
 JE1431_STAMPING: R 327 1974
 JE1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1431
 JE1431  HISTORY     - Date     Condition        Report By
 JE1431  HISTORY     - 1974     MONUMENTED       NGS
 JE1431
 JE1431                          STATION DESCRIPTION
 JE1431
 JE1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JE1431'7.4 MI NE FROM OTTAWA.
 JE1431'ABOUT 7.4 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1431'JUNCTION WITH US HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA.  ABOUT 8.1
 JE1431'MILES SOUTHWEST OF THE JUNCTION OF I-35 AND STATE HIGHWAY 33 AT
 JE1431'WELLSVILLE, 31.0 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST
 JE1431'BOUND LANE OF I-35, 0.5 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 JE1431'HEADWALL.  SET IN THE TOP OF THE SOUTHEAST HEADWALL OF A BOX CULVERT
 JE1431'WHICH IS ALSO USED FOR A CATTLE WALKWAY UNDER THE HIGHWAY, AND IS
 JE1431'ABOUT 2.5 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1432 ***********************************************************************
 JE1432  DESIGNATION -  R 327 RESET
 JE1432  PID         -  JE1432
 JE1432  STATE/COUNTY-  KS/FRANKLIN
 JE1432  USGS QUAD   -  LE LOUP (1973)
 JE1432
 JE1432                         *CURRENT SURVEY CONTROL
 JE1432  ___________________________________________________________________
 JE1432* NAD 83(1986)-  38 38 55.     (N)    095 12 01.     (W)     SCALED    
 JE1432* NAVD 88     -       280.63   (+/-2cm)     920.7    (feet)  VERTCON   
 JE1432  ___________________________________________________________________
 JE1432  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 JE1432
 JE1432  VERT ORDER  -  THIRD (See Below)
 JE1432
 JE1432.The horizontal coordinates were scaled from a topographic map and have
 JE1432.an estimated accuracy of +/- 6 seconds.
 JE1432
 JE1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1432.The vertical order pertains to the NGVD 29 superseded value.
 JE1432
 JE1432.The geoid height was determined by GEOID03.
 JE1432
 JE1432;                    North         East    Units  Estimated Accuracy
 JE1432;SPC KS S     -   625,060.      687,200.      MT  (+/- 180 meters Scaled)
 JE1432
 JE1432                          SUPERSEDED SURVEY CONTROL
 JE1432
 JE1432  NGVD 29 (03/09/04)  280.51   (m)          920.3    (f) RESET       3  
 JE1432
 JE1432.Superseded values are not recommended for survey control.
 JE1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1432.See file dsdata.txt to determine how the superseded data were derived.
 JE1432
 JE1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC085800(NAD 83)
 JE1432_MARKER: DB = BENCH MARK DISK
 JE1432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1432_SP_SET: CULVERT
 JE1432_STAMPING: R 327 RESET 1976
 JE1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1432
 JE1432  HISTORY     - Date     Condition        Report By
 JE1432  HISTORY     - 1976     MONUMENTED       NGS
 JE1432
 JE1432                          STATION DESCRIPTION
 JE1432
 JE1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 JE1432'7.4 MI NE FROM OTTAWA.
 JE1432'ABOUT 7.4 MILES NORTHEAST ALONG INTERSTATE HIGHWAY 35 FROM ITS
 JE1432'JUNCTION WITH US HIGHWAY 59 AT THE SOUTH EDGE OF OTTAWA.  ABOUT 8.1
 JE1432'MILES SOUTHWEST OF THE JUNCTION OF I-35 AND STATE HIGHWAY 33 AT
 JE1432'WELLSVILLE, 0.8 FT SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE
 JE1432'CULVERT HEADWALL AND ON SOUTHEAST SIDE OF THE NORTHEAST BOUND LANE OF
 JE1432'I-35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0325 ***********************************************************************
 KE0325  DESIGNATION -  R 328
 KE0325  PID         -  KE0325
 KE0325  STATE/COUNTY-  KS/JOHNSON
 KE0325  USGS QUAD   -  SHAWNEE (1991)
 KE0325
 KE0325                         *CURRENT SURVEY CONTROL
 KE0325  ___________________________________________________________________
 KE0325* NAD 83(1986)-  39 02 24.     (N)    094 40 40.     (W)     SCALED    
 KE0325* NAVD 88     -       266.346  (meters)     873.84   (feet)  ADJUSTED  
 KE0325  ___________________________________________________________________
 KE0325  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 KE0325  DYNAMIC HT  -         266.171 (meters)     873.26  (feet)  COMP
 KE0325  MODELED GRAV-     979,962.9   (mgal)                       NAVD 88
 KE0325
 KE0325  VERT ORDER  -  FIRST     CLASS II
 KE0325
 KE0325.The horizontal coordinates were scaled from a topographic map and have
 KE0325.an estimated accuracy of +/- 6 seconds.
 KE0325
 KE0325.The orthometric height was determined by differential leveling
 KE0325.and adjusted by the National Geodetic Survey in June 1991..
 KE0325
 KE0325.The geoid height was determined by GEOID03.
 KE0325
 KE0325.The dynamic height is computed by dividing the NAVD 88
 KE0325.geopotential number by the normal gravity value computed on the
 KE0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0325.degrees latitude (g = 980.6199 gals.).
 KE0325
 KE0325.The modeled gravity was interpolated from observed gravity values.
 KE0325
 KE0325;                    North         East    Units  Estimated Accuracy
 KE0325;SPC KS N     -    83,720.      687,560.      MT  (+/- 180 meters Scaled)
 KE0325
 KE0325                          SUPERSEDED SURVEY CONTROL
 KE0325
 KE0325  NGVD 29 (??/??/92)  266.222  (m)          873.43   (f) ADJ UNCH    1 2
 KE0325
 KE0325.Superseded values are not recommended for survey control.
 KE0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0325.See file dsdata.txt to determine how the superseded data were derived.
 KE0325
 KE0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD547225(NAD 83)
 KE0325_MARKER: DB = BENCH MARK DISK
 KE0325_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KE0325_SP_SET: HEADWALL
 KE0325_STAMPING: R 328 1974
 KE0325_MARK LOGO: NGS   
 KE0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0325+STABILITY: SURFACE MOTION
 KE0325
 KE0325  HISTORY     - Date     Condition        Report By
 KE0325  HISTORY     - 1974     MONUMENTED       NGS
 KE0325  HISTORY     - 1986     GOOD             NGS
 KE0325
 KE0325                          STATION DESCRIPTION
 KE0325
 KE0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 KE0325'4 MI S FROM KANSAS CITY.
 KE0325'ABOUT 4.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM ITS
 KE0325'JUNCTION WITH U.S. HIGHWAY 169 NORTH (EXIT NO. 234, 7TH STREET
 KE0325'TRFWY) AT THE SOUTH EDGE OF KANSAS CITY, 0.1 MILE SOUTHWEST OF
 KE0325'THE OVERPASS OF STATE HIGHWAY 10, 51 FEET NORTHWEST OF THE
 KE0325'APPROXIMATE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY, 32 FEET
 KE0325'SOUTHEAST OF THE SOUTHEAST RAIL OF RAILROAD AND 0.5 FOOT SOUTHWEST
 KE0325'OF THE NORTHEAST END OF HEADWALL.  SET IN THE TOP OF THE NORTHWEST
 KE0325'HEADWALL OF A BOX CULVERT AND IS ABOUT 6 FEET BELOW THE LEVEL
 KE0325'OF THE HIGHWAY.
 KE0325
 KE0325                          STATION RECOVERY (1986)
 KE0325
 KE0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KE0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0589 ***********************************************************************
 HH0589  DESIGNATION -  R 33
 HH0589  PID         -  HH0589
 HH0589  STATE/COUNTY-  KS/FINNEY
 HH0589  USGS QUAD   -  PIERCEVILLE (1967)
 HH0589
 HH0589                         *CURRENT SURVEY CONTROL
 HH0589  ___________________________________________________________________
 HH0589* NAD 83(1986)-  37 53 36.     (N)    100 42 25.     (W)     SCALED    
 HH0589* NAVD 88     -       844.468  (meters)    2770.56   (feet)  ADJUSTED  
 HH0589  ___________________________________________________________________
 HH0589  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 HH0589  DYNAMIC HT  -         843.718 (meters)    2768.10  (feet)  COMP
 HH0589  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 HH0589
 HH0589  VERT ORDER  -  FIRST     CLASS II
 HH0589
 HH0589.The horizontal coordinates were scaled from a topographic map and have
 HH0589.an estimated accuracy of +/- 6 seconds.
 HH0589
 HH0589.The orthometric height was determined by differential leveling
 HH0589.and adjusted by the National Geodetic Survey in June 1991..
 HH0589
 HH0589.The geoid height was determined by GEOID03.
 HH0589
 HH0589.The dynamic height is computed by dividing the NAVD 88
 HH0589.geopotential number by the normal gravity value computed on the
 HH0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0589.degrees latitude (g = 980.6199 gals.).
 HH0589
 HH0589.The modeled gravity was interpolated from observed gravity values.
 HH0589
 HH0589;                    North         East    Units  Estimated Accuracy
 HH0589;SPC KS S     -   538,440.      205,910.      MT  (+/- 180 meters Scaled)
 HH0589
 HH0589                          SUPERSEDED SURVEY CONTROL
 HH0589
 HH0589  NGVD 29 (??/??/92)  844.087  (m)         2769.31   (f) ADJ UNCH    1 2
 HH0589
 HH0589.Superseded values are not recommended for survey control.
 HH0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0589.See file dsdata.txt to determine how the superseded data were derived.
 HH0589
 HH0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG499953(NAD 83)
 HH0589_MARKER: DB = BENCH MARK DISK
 HH0589_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HH0589_SP_SET: CULVERT HEADWALL
 HH0589_STAMPING: R 33 1934
 HH0589_MARK LOGO: CGS   
 HH0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0589+STABILITY: SURFACE MOTION
 HH0589
 HH0589  HISTORY     - Date     Condition        Report By
 HH0589  HISTORY     - 1934     MONUMENTED       CGS
 HH0589  HISTORY     - 1985     MARK NOT FOUND   NGS
 HH0589
 HH0589                          STATION DESCRIPTION
 HH0589
 HH0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HH0589'3.5 KM (2.20 MI) NW FROM PIERCEVILLE.
 HH0589'ABOUT 2.2 MI NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0589'FROM THE STATION AT PIERCEVILLE, AT MILEAGE 391.95, AT CULVERT 391 E,
 HH0589'IN THE TOP OF THE NORTHEAST CORNER OF THE NORTH HEADWALL, AND 20 FT
 HH0589'NORTH OF THE CENTER LINE OF THE TRACK.
 HH0589
 HH0589                          STATION RECOVERY (1985)
 HH0589
 HH0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HH0589'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0101 ***********************************************************************
 KG0101  DESIGNATION -  R 331
 KG0101  PID         -  KG0101
 KG0101  STATE/COUNTY-  KS/LINCOLN
 KG0101  USGS QUAD   -  SHADY BEND (1963)
 KG0101
 KG0101                         *CURRENT SURVEY CONTROL
 KG0101  ___________________________________________________________________
 KG0101* NAD 83(1986)-  39 03 35.     (N)    098 01 15.     (W)     SCALED    
 KG0101* NAVD 88     -       446.154  (meters)    1463.76   (feet)  ADJUSTED  
 KG0101  ___________________________________________________________________
 KG0101  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 KG0101  DYNAMIC HT  -         445.850 (meters)    1462.76  (feet)  COMP
 KG0101  MODELED GRAV-     979,934.5   (mgal)                       NAVD 88
 KG0101
 KG0101  VERT ORDER  -  SECOND    CLASS 0
 KG0101
 KG0101.The horizontal coordinates were scaled from a topographic map and have
 KG0101.an estimated accuracy of +/- 6 seconds.
 KG0101
 KG0101.The orthometric height was determined by differential leveling
 KG0101.and adjusted by the National Geodetic Survey in June 1991..
 KG0101
 KG0101.The geoid height was determined by GEOID03.
 KG0101
 KG0101.The dynamic height is computed by dividing the NAVD 88
 KG0101.geopotential number by the normal gravity value computed on the
 KG0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0101.degrees latitude (g = 980.6199 gals.).
 KG0101
 KG0101.The modeled gravity was interpolated from observed gravity values.
 KG0101
 KG0101;                    North         East    Units  Estimated Accuracy
 KG0101;SPC KS N     -    80,640.      398,200.      MT  (+/- 180 meters Scaled)
 KG0101
 KG0101                          SUPERSEDED SURVEY CONTROL
 KG0101
 KG0101  NGVD 29 (??/??/92)  446.019  (m)         1463.31   (f) ADJ UNCH    2 0
 KG0101
 KG0101.Superseded values are not recommended for survey control.
 KG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0101.See file dsdata.txt to determine how the superseded data were derived.
 KG0101
 KG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ847238(NAD 83)
 KG0101_MARKER: DB = BENCH MARK DISK
 KG0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KG0101_STAMPING: R 331
 KG0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0101+STABILITY: SURFACE MOTION
 KG0101
 KG0101  HISTORY     - Date     Condition        Report By
 KG0101  HISTORY     - UNK      MONUMENTED       CGS
 KG0101  HISTORY     - 1961     GOOD             NGS
 KG0101
 KG0101                          STATION DESCRIPTION
 KG0101
 KG0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KG0101'3 MI N FROM SHADY BEND.
 KG0101'3 MILE NORTH ALONG A ROAD FROM THE POST OFFICE AT SHADY BEND TO
 KG0101'WHERE THE BLACK-TOPPED ROAD INTERSECTS WITH A GRAVELED ROAD FROM
 KG0101'THE EAST, ACROSS THE ROAD FROM AN ABANDONED STONE CHURCH, 43.5
 KG0101'FEET EAST FROM THE CENTER OF THE PAVED ROAD AND 2 FEET LOWER,
 KG0101'34 FEET SOUTH FROM THE CENTER OF THE GRAVELED ROAD, 3 FEET NORTHWEST
 KG0101'FROM A METAL WITNESS POST, 2.5 FEET SOUTHEAST OF A STONE CORNER
 KG0101'POST BRACED TO SOUTH AND EAST WITH STONE POSTS, SET IN A SQUARE
 KG0101'TOPPED CONCRETE MONUMENT PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0126 ***********************************************************************
 JG0126  DESIGNATION -  R 333
 JG0126  PID         -  JG0126
 JG0126  STATE/COUNTY-  KS/RICE
 JG0126  USGS QUAD   -  LYONS (1970)
 JG0126
 JG0126                         *CURRENT SURVEY CONTROL
 JG0126  ___________________________________________________________________
 JG0126* NAD 83(1986)-  38 21 43.     (N)    098 10 01.     (W)     SCALED    
 JG0126* NAVD 88     -       528.064  (meters)    1732.49   (feet)  ADJUSTED  
 JG0126  ___________________________________________________________________
 JG0126  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 JG0126  DYNAMIC HT  -         527.668 (meters)    1731.19  (feet)  COMP
 JG0126  MODELED GRAV-     979,861.0   (mgal)                       NAVD 88
 JG0126
 JG0126  VERT ORDER  -  SECOND    CLASS 0
 JG0126
 JG0126.The horizontal coordinates were scaled from a topographic map and have
 JG0126.an estimated accuracy of +/- 6 seconds.
 JG0126
 JG0126.The orthometric height was determined by differential leveling
 JG0126.and adjusted by the National Geodetic Survey in June 1991..
 JG0126
 JG0126.The geoid height was determined by GEOID03.
 JG0126
 JG0126.The dynamic height is computed by dividing the NAVD 88
 JG0126.geopotential number by the normal gravity value computed on the
 JG0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0126.degrees latitude (g = 980.6199 gals.).
 JG0126
 JG0126.The modeled gravity was interpolated from observed gravity values.
 JG0126
 JG0126;                    North         East    Units  Estimated Accuracy
 JG0126;SPC KS S     -   588,210.      429,110.      MT  (+/- 180 meters Scaled)
 JG0126
 JG0126                          SUPERSEDED SURVEY CONTROL
 JG0126
 JG0126  NGVD 29 (??/??/92)  527.911  (m)         1731.99   (f) ADJ UNCH    2 0
 JG0126
 JG0126.Superseded values are not recommended for survey control.
 JG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0126.See file dsdata.txt to determine how the superseded data were derived.
 JG0126
 JG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH727463(NAD 83)
 JG0126_MARKER: DB = BENCH MARK DISK
 JG0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0126_STAMPING: R 333 1961
 JG0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0126+STABILITY: SURFACE MOTION
 JG0126
 JG0126  HISTORY     - Date     Condition        Report By
 JG0126  HISTORY     - 1961     MONUMENTED       CGS
 JG0126
 JG0126                          STATION DESCRIPTION
 JG0126
 JG0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JG0126'2.2 MI NE FROM LYONS.
 JG0126'2.15 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JG0126'FROM THE STATION AT LYONS, TO A GRAVEL ROAD CROSSING, 2 POLES
 JG0126'EAST OF MILEPOST 76, 157.0 FEET NORTH OF CENTERLINE OF STATE
 JG0126'HIGHWAY 56, 142.0 FEET WEST OF CENTERLINE OF GRAVEL ROAD, 46.0
 JG0126'FEET NORTH OF THE NORTH RAIL, 1.9 FEET SOUTH OF RIGHT-OF-WAY
 JG0126'FENCE, 2.6 FEET NORTH OF A METAL WITNESS POST WITH SIGN, SET IN
 JG0126'TOP OF A CYLINDRICAL CONCRETE POST PROJECTING FOUR INCHES ABOVE
 JG0126'THE GROUND AND ABOUT THREE FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0413 ***********************************************************************
 HF0413  DESIGNATION -  R 334
 HF0413  PID         -  HF0413
 HF0413  STATE/COUNTY-  KS/BUTLER
 HF0413  USGS QUAD   -  LATHAM (1979)
 HF0413
 HF0413                         *CURRENT SURVEY CONTROL
 HF0413  ___________________________________________________________________
 HF0413* NAD 83(1986)-  37 33 46.     (N)    096 44 49.     (W)     SCALED    
 HF0413* NAVD 88     -       444.809  (meters)    1459.34   (feet)  ADJUSTED  
 HF0413  ___________________________________________________________________
 HF0413  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 HF0413  DYNAMIC HT  -         444.450 (meters)    1458.17  (feet)  COMP
 HF0413  MODELED GRAV-     979,809.9   (mgal)                       NAVD 88
 HF0413
 HF0413  VERT ORDER  -  SECOND    CLASS 0
 HF0413
 HF0413.The horizontal coordinates were scaled from a topographic map and have
 HF0413.an estimated accuracy of +/- 6 seconds.
 HF0413
 HF0413.The orthometric height was determined by differential leveling
 HF0413.and adjusted by the National Geodetic Survey in June 1991..
 HF0413
 HF0413.The geoid height was determined by GEOID03.
 HF0413
 HF0413.The dynamic height is computed by dividing the NAVD 88
 HF0413.geopotential number by the normal gravity value computed on the
 HF0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0413.degrees latitude (g = 980.6199 gals.).
 HF0413
 HF0413.The modeled gravity was interpolated from observed gravity values.
 HF0413
 HF0413;                    North         East    Units  Estimated Accuracy
 HF0413;SPC KS S     -   500,910.      554,870.      MT  (+/- 180 meters Scaled)
 HF0413
 HF0413                          SUPERSEDED SURVEY CONTROL
 HF0413
 HF0413  NGVD 29 (??/??/92)  444.638  (m)         1458.78   (f) ADJ UNCH    2 0
 HF0413
 HF0413.Superseded values are not recommended for survey control.
 HF0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0413.See file dsdata.txt to determine how the superseded data were derived.
 HF0413
 HF0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG989596(NAD 83)
 HF0413_MARKER: DB = BENCH MARK DISK
 HF0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0413_STAMPING: R 334 1962
 HF0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0413+STABILITY: SURFACE MOTION
 HF0413
 HF0413  HISTORY     - Date     Condition        Report By
 HF0413  HISTORY     - 1962     MONUMENTED       CGS
 HF0413  HISTORY     - 20060810 GOOD             INDIV
 HF0413
 HF0413                          STATION DESCRIPTION
 HF0413
 HF0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0413'8.3 MI NW FROM LATHAM.
 HF0413'2.0 MILE NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 HF0413'FROM THE STATION AT LATHAM, THENCE 6.3 MILES WEST ALONG A GRAVEL
 HF0413'ROAD, 0.3 MILE EAST OF A ROAD LEADING SOUTH, 26 FEET WEST OF THE
 HF0413'CENTER OF PRIVATE GATE, 24 FEET SOUTH OF THE CENTER OF GRAVEL
 HF0413'ROAD, 2.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND PROJECTS
 HF0413'0.4 FEET ABOVE THE GROUND.  SET IN THE TOP OF A CONCRETE POST.
 HF0413
 HF0413                          STATION RECOVERY (2006)
 HF0413
 HF0413'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BCC)
 HF0413'RAILROAD NO LONGER EXISTS.  THERE IS NO GATE NEAR THE TABLET ANYMORE.
 HF0413'NEW DESCRIPTION AS FOLLOWS -
 HF0413' 
 HF0413'T 28 AND 29 S, R 6 E, APPROXIMATELY 0.25 MILES E OF CORNER SECTION 2,
 HF0413'3, 34 AND 35.  24 FT. S OF CENTER OF ROAD, 2.5 FT. SE OF METAL WITNESS
 HF0413'POST AND 1 FT. N OF FENCE, IN CONCRETE POST, STANDARD TABLET STAMPED
 HF0413''R 334 1962'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0636 ***********************************************************************
 HF0636  DESIGNATION -  R 335
 HF0636  PID         -  HF0636
 HF0636  STATE/COUNTY-  KS/SUMNER
 HF0636  USGS QUAD   -  WELLINGTON (1983)
 HF0636
 HF0636                         *CURRENT SURVEY CONTROL
 HF0636  ___________________________________________________________________
 HF0636* NAD 83(1986)-  37 16 29.     (N)    097 23 33.     (W)     SCALED    
 HF0636* NAVD 88     -       376.670  (meters)    1235.79   (feet)  ADJUSTED  
 HF0636  ___________________________________________________________________
 HF0636  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 HF0636  DYNAMIC HT  -         376.364 (meters)    1234.79  (feet)  COMP
 HF0636  MODELED GRAV-     979,807.9   (mgal)                       NAVD 88
 HF0636
 HF0636  VERT ORDER  -  SECOND    CLASS 0
 HF0636
 HF0636.The horizontal coordinates were scaled from a topographic map and have
 HF0636.an estimated accuracy of +/- 6 seconds.
 HF0636
 HF0636.The orthometric height was determined by differential leveling
 HF0636.and adjusted by the National Geodetic Survey in June 1991..
 HF0636
 HF0636.The geoid height was determined by GEOID03.
 HF0636
 HF0636.The dynamic height is computed by dividing the NAVD 88
 HF0636.geopotential number by the normal gravity value computed on the
 HF0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0636.degrees latitude (g = 980.6199 gals.).
 HF0636
 HF0636.The modeled gravity was interpolated from observed gravity values.
 HF0636
 HF0636;                    North         East    Units  Estimated Accuracy
 HF0636;SPC KS S     -   468,070.      498,220.      MT  (+/- 180 meters Scaled)
 HF0636
 HF0636                          SUPERSEDED SURVEY CONTROL
 HF0636
 HF0636  NGVD 29 (??/??/92)  376.557  (m)         1235.42   (f) ADJ UNCH    2 0
 HF0636
 HF0636.Superseded values are not recommended for survey control.
 HF0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0636.See file dsdata.txt to determine how the superseded data were derived.
 HF0636
 HF0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG425265(NAD 83)
 HF0636_MARKER: DB = BENCH MARK DISK
 HF0636_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HF0636_SP_SET: TOP OF CONCRETE FOUNDATION
 HF0636_STAMPING: R 335 1962
 HF0636_MARK LOGO: CGS   
 HF0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0636+STABILITY: SURFACE MOTION
 HF0636
 HF0636  HISTORY     - Date     Condition        Report By
 HF0636  HISTORY     - 1962     MONUMENTED       CGS
 HF0636  HISTORY     - 1987     GOOD             NOS
 HF0636
 HF0636                          STATION DESCRIPTION
 HF0636
 HF0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0636'AT WELLINGTON.
 HF0636'0.8 MILE NORTH ALONG WASHINGTON ST. FROM THE POST OFFICE AT
 HF0636'WELLINGTON, THENCE 0.3 MILE EAST ALONG U.S. HIGHWAY 160, AT THE
 HF0636'WELLINGTON WATER TANK, 95.0 FEET SOUTH OF THE CENTERLINE OF THE
 HF0636'HIGHWAY, 2.9 FEET NORTHWEST OF THE CENTER OF THE WATER TOWER
 HF0636'STANDPIPE, 0.9 FEET SOUTHEAST OF A METAL TRAP DOOR.  SET IN THE
 HF0636'TOP OF THE CONCRETE FOUNDATION.
 HF0636
 HF0636                          STATION RECOVERY (1987)
 HF0636
 HF0636'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 HF0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0622 ***********************************************************************
 HF0622  DESIGNATION -  R 336
 HF0622  PID         -  HF0622
 HF0622  STATE/COUNTY-  KS/SUMNER
 HF0622  USGS QUAD   -  OXFORD (1965)
 HF0622
 HF0622                         *CURRENT SURVEY CONTROL
 HF0622  ___________________________________________________________________
 HF0622* NAD 83(1986)-  37 17 24.     (N)    097 13 39.     (W)     SCALED    
 HF0622* NAVD 88     -       381.842  (meters)    1252.76   (feet)  ADJUSTED  
 HF0622  ___________________________________________________________________
 HF0622  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 HF0622  DYNAMIC HT  -         381.534 (meters)    1251.75  (feet)  COMP
 HF0622  MODELED GRAV-     979,812.3   (mgal)                       NAVD 88
 HF0622
 HF0622  VERT ORDER  -  SECOND    CLASS 0
 HF0622
 HF0622.The horizontal coordinates were scaled from a topographic map and have
 HF0622.an estimated accuracy of +/- 6 seconds.
 HF0622
 HF0622.The orthometric height was determined by differential leveling
 HF0622.and adjusted by the National Geodetic Survey in June 1991..
 HF0622
 HF0622.The geoid height was determined by GEOID03.
 HF0622
 HF0622.The dynamic height is computed by dividing the NAVD 88
 HF0622.geopotential number by the normal gravity value computed on the
 HF0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0622.degrees latitude (g = 980.6199 gals.).
 HF0622
 HF0622.The modeled gravity was interpolated from observed gravity values.
 HF0622
 HF0622;                    North         East    Units  Estimated Accuracy
 HF0622;SPC KS S     -   469,950.      512,830.      MT  (+/- 180 meters Scaled)
 HF0622
 HF0622                          SUPERSEDED SURVEY CONTROL
 HF0622
 HF0622  NGVD 29 (??/??/92)  381.730  (m)         1252.39   (f) ADJ UNCH    2 0
 HF0622
 HF0622.Superseded values are not recommended for survey control.
 HF0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0622.See file dsdata.txt to determine how the superseded data were derived.
 HF0622
 HF0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG571285(NAD 83)
 HF0622_MARKER: DB = BENCH MARK DISK
 HF0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0622_STAMPING: R 336 1962
 HF0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0622+STABILITY: SURFACE MOTION
 HF0622
 HF0622  HISTORY     - Date     Condition        Report By
 HF0622  HISTORY     - 1962     MONUMENTED       CGS
 HF0622
 HF0622                          STATION DESCRIPTION
 HF0622
 HF0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0622'4.4 MI NW FROM OXFORD.
 HF0622'1 BLOCK SOUTH ALONG SUMNER ST. FROM THE POST OFFICE AT OXFORD,
 HF0622'THENCE 3.1 MILE WEST ALONG U.S. HIGHWAY 160, THENCE 1.0 MILES
 HF0622'NORTH ALONG A DIRT ROAD, THENCE 0.3 MILE WEST ALONG A BLACKTOP
 HF0622'ROAD, 33.0 FEET NORTH OF THE CENTER OF THE ROAD, 3.0 FEET SOUTH
 HF0622'OF A POWER POLE, 2.5 FEET NORTH OF A METAL WITNESS POST, SET
 HF0622'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FEET ABOVE
 HF0622'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0678 ***********************************************************************
 HF0678  DESIGNATION -  R 337
 HF0678  PID         -  HF0678
 HF0678  STATE/COUNTY-  KS/COWLEY
 HF0678  USGS QUAD   -  UDALL (1983)
 HF0678
 HF0678                         *CURRENT SURVEY CONTROL
 HF0678  ___________________________________________________________________
 HF0678* NAD 83(1986)-  37 27 09.     (N)    097 00 40.     (W)     SCALED    
 HF0678* NAVD 88     -       354.972  (meters)    1164.60   (feet)  ADJUSTED  
 HF0678  ___________________________________________________________________
 HF0678  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 HF0678  DYNAMIC HT  -         354.688 (meters)    1163.67  (feet)  COMP
 HF0678  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 HF0678
 HF0678  VERT ORDER  -  SECOND    CLASS 0
 HF0678
 HF0678.The horizontal coordinates were scaled from a topographic map and have
 HF0678.an estimated accuracy of +/- 6 seconds.
 HF0678
 HF0678.The orthometric height was determined by differential leveling
 HF0678.and adjusted by the National Geodetic Survey in June 1991..
 HF0678
 HF0678.The geoid height was determined by GEOID03.
 HF0678
 HF0678.The dynamic height is computed by dividing the NAVD 88
 HF0678.geopotential number by the normal gravity value computed on the
 HF0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0678.degrees latitude (g = 980.6199 gals.).
 HF0678
 HF0678.The modeled gravity was interpolated from observed gravity values.
 HF0678
 HF0678;                    North         East    Units  Estimated Accuracy
 HF0678;SPC KS S     -   488,270.      531,730.      MT  (+/- 180 meters Scaled)
 HF0678
 HF0678                          SUPERSEDED SURVEY CONTROL
 HF0678
 HF0678  NGVD 29 (??/??/92)  354.845  (m)         1164.19   (f) ADJ UNCH    2 0
 HF0678
 HF0678.Superseded values are not recommended for survey control.
 HF0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0678.See file dsdata.txt to determine how the superseded data were derived.
 HF0678
 HF0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG759469(NAD 83)
 HF0678_MARKER: DB = BENCH MARK DISK
 HF0678_SETTING: 0 = UNSPECIFIED SETTING
 HF0678_STAMPING: R 337 1962
 HF0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0678
 HF0678  HISTORY     - Date     Condition        Report By
 HF0678  HISTORY     - 1962     MONUMENTED       CGS
 HF0678  HISTORY     - 1974     GOOD             KSHC
 HF0678
 HF0678                          STATION DESCRIPTION
 HF0678
 HF0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0678'0.8 MI N FROM ROCK.
 HF0678'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0678'FROM THE STATION AT ROCK, AT A PRIVATE ROAD CROSSING, 7 1/2
 HF0678'POLES NORTH OF MILE POST 202, 45.1 FEET EAST OF EAST RAIL OF
 HF0678'MAIN TRACK, 9.0 FEET SOUTH OF PRIVATE GATE AND ROAD, 1.7 FEET
 HF0678'SOUTH OF A METAL WITNESS POST, AND 1.5 FEET WEST OF A FENCE
 HF0678'LINE.  ABOUT 4.0 FEET BELOW THE LEVEL OF THE TRACKS.
 HF0678
 HF0678                          STATION RECOVERY (1974)
 HF0678
 HF0678'RECOVERY NOTE BY KS HIGHWAY COMM 1974
 HF0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0588 ***********************************************************************
 JF0588  DESIGNATION -  R 338
 JF0588  PID         -  JF0588
 JF0588  STATE/COUNTY-  KS/SALINE
 JF0588  USGS QUAD   -  NILES (1978)
 JF0588
 JF0588                         *CURRENT SURVEY CONTROL
 JF0588  ___________________________________________________________________
 JF0588* NAD 83(1986)-  38 54 27.     (N)    097 26 27.     (W)     SCALED    
 JF0588* NAVD 88     -       360.693  (meters)    1183.37   (feet)  ADJUSTED  
 JF0588  ___________________________________________________________________
 JF0588  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 JF0588  DYNAMIC HT  -         360.458 (meters)    1182.60  (feet)  COMP
 JF0588  MODELED GRAV-     979,964.3   (mgal)                       NAVD 88
 JF0588
 JF0588  VERT ORDER  -  FIRST     CLASS II
 JF0588
 JF0588.The horizontal coordinates were scaled from a topographic map and have
 JF0588.an estimated accuracy of +/- 6 seconds.
 JF0588
 JF0588.The orthometric height was determined by differential leveling
 JF0588.and adjusted by the National Geodetic Survey in June 1991..
 JF0588
 JF0588.The geoid height was determined by GEOID03.
 JF0588
 JF0588.The dynamic height is computed by dividing the NAVD 88
 JF0588.geopotential number by the normal gravity value computed on the
 JF0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0588.degrees latitude (g = 980.6199 gals.).
 JF0588
 JF0588.The modeled gravity was interpolated from observed gravity values.
 JF0588
 JF0588;                    North         East    Units  Estimated Accuracy
 JF0588;SPC KS N     -    63,890.      448,500.      MT  (+/- 180 meters Scaled)
 JF0588
 JF0588                          SUPERSEDED SURVEY CONTROL
 JF0588
 JF0588  NGVD 29 (??/??/92)  360.605  (m)         1183.08   (f) ADJ UNCH    1 2
 JF0588
 JF0588.Superseded values are not recommended for survey control.
 JF0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0588.See file dsdata.txt to determine how the superseded data were derived.
 JF0588
 JF0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ351076(NAD 83)
 JF0588_MARKER: DB = BENCH MARK DISK
 JF0588_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF0588_SP_SET: HEADWALL
 JF0588_STAMPING: R 338 1970
 JF0588_MARK LOGO: CGS   
 JF0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0588+STABILITY: SURFACE MOTION
 JF0588
 JF0588  HISTORY     - Date     Condition        Report By
 JF0588  HISTORY     - 1970     MONUMENTED       NGS
 JF0588  HISTORY     - 1986     GOOD             NGS
 JF0588
 JF0588                          STATION DESCRIPTION
 JF0588
 JF0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0588'4.2 MI W FROM SOLOMON.
 JF0588'ABOUT 4.15 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM COUNTY
 JF0588'LINE ROAD OVERPASS OVER I-70 AT SOLOMON, ABOUT 0.3 MILE EAST OF
 JF0588'AN OVERPASS OVER THE INTERSTATE HIGHWAY, 23 FEET SOUTH OF THE
 JF0588'CENTER LINE OF THE EASTBOUND LANE OF THE HIGHWAY, SET IN THE TOP
 JF0588'OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT FOR A 35-FOOT
 JF0588'BRIDGE OVER A DRAINAGE DITCH, AND ABOUT LEVEL WITH THE HIGHWAY.
 JF0588'SECTION 21, T 13 S, R 1 W.
 JF0588
 JF0588                          STATION RECOVERY (1986)
 JF0588
 JF0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1180 ***********************************************************************
 JF1180  DESIGNATION -  R 339
 JF1180  PID         -  JF1180
 JF1180  STATE/COUNTY-  KS/MCPHERSON
 JF1180  USGS QUAD   -  LINDSBORG SE (1979)
 JF1180
 JF1180                         *CURRENT SURVEY CONTROL
 JF1180  ___________________________________________________________________
 JF1180* NAD 83(1986)-  38 32 11.     (N)    097 37 12.     (W)     SCALED    
 JF1180* NAVD 88     -       423.578  (meters)    1389.69   (feet)  ADJUSTED  
 JF1180  ___________________________________________________________________
 JF1180  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 JF1180  DYNAMIC HT  -         423.278 (meters)    1388.70  (feet)  COMP
 JF1180  MODELED GRAV-     979,909.0   (mgal)                       NAVD 88
 JF1180
 JF1180  VERT ORDER  -  FIRST     CLASS II
 JF1180
 JF1180.The horizontal coordinates were scaled from a topographic map and have
 JF1180.an estimated accuracy of +/- 6 seconds.
 JF1180
 JF1180.The orthometric height was determined by differential leveling
 JF1180.and adjusted by the National Geodetic Survey in June 1991..
 JF1180
 JF1180.The geoid height was determined by GEOID03.
 JF1180
 JF1180.The dynamic height is computed by dividing the NAVD 88
 JF1180.geopotential number by the normal gravity value computed on the
 JF1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1180.degrees latitude (g = 980.6199 gals.).
 JF1180
 JF1180.The modeled gravity was interpolated from observed gravity values.
 JF1180
 JF1180;                    North         East    Units  Estimated Accuracy
 JF1180;SPC KS S     -   607,880.      476,730.      MT  (+/- 180 meters Scaled)
 JF1180
 JF1180                          SUPERSEDED SURVEY CONTROL
 JF1180
 JF1180  NGVD 29 (??/??/92)  423.435  (m)         1389.22   (f) ADJ UNCH    1 2
 JF1180
 JF1180.Superseded values are not recommended for survey control.
 JF1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1180.See file dsdata.txt to determine how the superseded data were derived.
 JF1180
 JF1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH202662(NAD 83)
 JF1180_MARKER: DB = BENCH MARK DISK
 JF1180_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JF1180_SP_SET: HEADWALL
 JF1180_STAMPING: R 339 1970
 JF1180_MARK LOGO: CGS   
 JF1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1180+STABILITY: SURFACE MOTION
 JF1180
 JF1180  HISTORY     - Date     Condition        Report By
 JF1180  HISTORY     - 1970     MONUMENTED       NGS
 JF1180  HISTORY     - 1986     GOOD             NGS
 JF1180
 JF1180                          STATION DESCRIPTION
 JF1180
 JF1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1180'11.4 MI N FROM MC PHERSON.
 JF1180'ABOUT 11.45 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1180'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, 100 YARDS
 JF1180'NORTH OF HIGHWAY UNDERPASS NUMBER 28.95 FOR A ROAD, SET IN THE
 JF1180'TOP OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A 4-FOOT
 JF1180'CONCRETE CULVERT WHICH PASSES UNDER BOTH LANES OF THE HIGHWAY,
 JF1180'28 1/2 FEET WEST OF THE CENTER LINE OF THE WEST TRAFFIC LANES
 JF1180'OF THE HIGHWAY, 9 FEET NORTHWEST OF HIGHWAY MILEPOST 72, 0.9 FOOT
 JF1180'SOUTH OF THE NORTH END OF THE HEADWALL, AND ABOUT 1 1/2 FEET
 JF1180'BELOW THE LEVEL OF THE HIGHWAY.  SECTION 26, T17S, R3W.
 JF1180
 JF1180                          STATION RECOVERY (1986)
 JF1180
 JF1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0564 ***********************************************************************
 HG0564  DESIGNATION -  R 34
 HG0564  PID         -  HG0564
 HG0564  STATE/COUNTY-  KS/FORD
 HG0564  USGS QUAD   -  FORT DODGE (1978)
 HG0564
 HG0564                         *CURRENT SURVEY CONTROL
 HG0564  ___________________________________________________________________
 HG0564* NAD 83(1986)-  37 44 12.     (N)    099 59 49.     (W)     SCALED    
 HG0564* NAVD 88     -       753.814  (meters)    2473.14   (feet)  ADJUSTED  
 HG0564  ___________________________________________________________________
 HG0564  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 HG0564  DYNAMIC HT  -         753.156 (meters)    2470.98  (feet)  COMP
 HG0564  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 HG0564
 HG0564  VERT ORDER  -  FIRST     CLASS II
 HG0564
 HG0564.The horizontal coordinates were scaled from a topographic map and have
 HG0564.an estimated accuracy of +/- 6 seconds.
 HG0564
 HG0564.The orthometric height was determined by differential leveling
 HG0564.and adjusted by the National Geodetic Survey in June 1991..
 HG0564
 HG0564.The geoid height was determined by GEOID03.
 HG0564
 HG0564.The dynamic height is computed by dividing the NAVD 88
 HG0564.geopotential number by the normal gravity value computed on the
 HG0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0564.degrees latitude (g = 980.6199 gals.).
 HG0564
 HG0564.The modeled gravity was interpolated from observed gravity values.
 HG0564
 HG0564;                    North         East    Units  Estimated Accuracy
 HG0564;SPC KS S     -   519,810.      268,060.      MT  (+/- 180 meters Scaled)
 HG0564
 HG0564                          SUPERSEDED SURVEY CONTROL
 HG0564
 HG0564  NGVD 29 (??/??/92)  753.476  (m)         2472.03   (f) ADJ UNCH    1 2
 HG0564
 HG0564.Superseded values are not recommended for survey control.
 HG0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0564.See file dsdata.txt to determine how the superseded data were derived.
 HG0564
 HG0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG121770(NAD 83)
 HG0564_MARKER: DB = BENCH MARK DISK
 HG0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0564_STAMPING: R 34 1934
 HG0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0564+STABILITY: SURFACE MOTION
 HG0564
 HG0564  HISTORY     - Date     Condition        Report By
 HG0564  HISTORY     - 1934     MONUMENTED       CGS
 HG0564  HISTORY     - 1960     MARK NOT FOUND   NGS
 HG0564
 HG0564                          STATION DESCRIPTION
 HG0564
 HG0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0564'2.9 MI SE FROM DODGE CITY.
 HG0564'ABOUT 2.9 MILES SOUTHEAST ALONG THE CHICAGO, ROCK ISLAND AND
 HG0564'PACIFIC RAILWAY FROM THE STATION AT DODGE CITY, FORD COUNTY,
 HG0564'ABOUT 40 FEET WEST OF THE CENTER OF A ROAD CROSSING, 45 FEET
 HG0564'NORTH OF THE CENTER LINE OF A COUNTY ROAD PARALLELING THE TRACK,
 HG0564'AND 42 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD
 HG0564'DISK, STAMPED R 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HG0564'NOTE-- THIS MARK WAS PROBABLY HIT BY ROAD MACHINERY.
 HG0564
 HG0564                          STATION RECOVERY (1960)
 HG0564
 HG0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 HG0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1170 ***********************************************************************
 JF1170  DESIGNATION -  R 340
 JF1170  PID         -  JF1170
 JF1170  STATE/COUNTY-  KS/MCPHERSON
 JF1170  USGS QUAD   -  LINDSBORG SE (1979)
 JF1170
 JF1170                         *CURRENT SURVEY CONTROL
 JF1170  ___________________________________________________________________
 JF1170* NAD 83(1986)-  38 35 39.     (N)    097 37 14.     (W)     SCALED    
 JF1170* NAVD 88     -       400.244  (meters)    1313.13   (feet)  ADJUSTED  
 JF1170  ___________________________________________________________________
 JF1170  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 JF1170  DYNAMIC HT  -         399.963 (meters)    1312.21  (feet)  COMP
 JF1170  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 JF1170
 JF1170  VERT ORDER  -  FIRST     CLASS II
 JF1170
 JF1170.The horizontal coordinates were scaled from a topographic map and have
 JF1170.an estimated accuracy of +/- 6 seconds.
 JF1170
 JF1170.The orthometric height was determined by differential leveling
 JF1170.and adjusted by the National Geodetic Survey in June 1991..
 JF1170.WARNING-Repeat measurements at this control monument indicate possible
 JF1170.vertical movement.
 JF1170
 JF1170.The geoid height was determined by GEOID03.
 JF1170
 JF1170.The dynamic height is computed by dividing the NAVD 88
 JF1170.geopotential number by the normal gravity value computed on the
 JF1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1170.degrees latitude (g = 980.6199 gals.).
 JF1170
 JF1170.The modeled gravity was interpolated from observed gravity values.
 JF1170
 JF1170;                    North         East    Units  Estimated Accuracy
 JF1170;SPC KS S     -   614,290.      476,620.      MT  (+/- 180 meters Scaled)
 JF1170
 JF1170                          SUPERSEDED SURVEY CONTROL
 JF1170
 JF1170  NGVD 29 (??/??/92)  400.112  (m)         1312.70   (f) ADJ UNCH    1 2
 JF1170
 JF1170.Superseded values are not recommended for survey control.
 JF1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1170.See file dsdata.txt to determine how the superseded data were derived.
 JF1170
 JF1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH201726(NAD 83)
 JF1170_MARKER: DB = BENCH MARK DISK
 JF1170_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JF1170_SP_SET: COPPER-CLAD STEEL ROD
 JF1170_STAMPING: R 340 1970
 JF1170_MARK LOGO: CGS   
 JF1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF1170
 JF1170  HISTORY     - Date     Condition        Report By
 JF1170  HISTORY     - 1970     MONUMENTED       NGS
 JF1170  HISTORY     - 1986     GOOD             NGS
 JF1170
 JF1170                          STATION DESCRIPTION
 JF1170
 JF1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF1170'15.4 MI N FROM MC PHERSON.
 JF1170'ABOUT 15.4 MILES NORTH ALONG INTERSTATE HIGHWAY 35W FROM THE
 JF1170'HIGHWAY UNDERPASS FOR U.S. HIGHWAY 56 AT MC PHERSON, OR ABOUT
 JF1170'17.35 MILES SOUTH ALONG INTERSTATE HIGHWAY 35W FROM THE HIGHWAY
 JF1170'OVERPASS FOR THE UNION PACIFIC RAILROAD AT SALINA, IN THE
 JF1170'EXTENDED CENTER LINE OF A SECTION LINE ROAD THAT DEAD ENDS ON
 JF1170'EACH SIDE OF THE INTERSTATE HIGHWAY, 121 FEET EAST OF THE CENTER
 JF1170'LINE OF THE EAST TRAFFIC LANES OF THE HIGHWAY, 98 1/2 FEET
 JF1170'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A 12-FOOT CONCRETE
 JF1170'BOX CULVERT UNDER THE HIGHWAY, 1 FOOT WEST OF A FENCE, 0.5 FOOT
 JF1170'EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 JF1170'THE HIGHWAY, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 JF1170'THAT IS DRIVEN TO REFUSAL AT 57 1/2 FEET AND IS ENCASED IN A
 JF1170'4-INCH PLASTIC PIPE WHICH PROJECTS 0.6 FOOT.  SECTION 2 AND 11,
 JF1170'T17S, R3W.
 JF1170
 JF1170                          STATION RECOVERY (1986)
 JF1170
 JF1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0646 ***********************************************************************
 JF0646  DESIGNATION -  R 341
 JF0646  PID         -  JF0646
 JF0646  STATE/COUNTY-  KS/DICKINSON
 JF0646  USGS QUAD   -  CHAPMAN (1979)
 JF0646
 JF0646                         *CURRENT SURVEY CONTROL
 JF0646  ___________________________________________________________________
 JF0646* NAD 83(1986)-  38 59 23.     (N)    097 01 54.     (W)     SCALED    
 JF0646* NAVD 88     -       355.299  (meters)    1165.68   (feet)  ADJUSTED  
 JF0646  ___________________________________________________________________
 JF0646  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 JF0646  DYNAMIC HT  -         355.051 (meters)    1164.86  (feet)  COMP
 JF0646  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 JF0646
 JF0646  VERT ORDER  -  FIRST     CLASS II
 JF0646
 JF0646.The horizontal coordinates were scaled from a topographic map and have
 JF0646.an estimated accuracy of +/- 6 seconds.
 JF0646
 JF0646.The orthometric height was determined by differential leveling
 JF0646.and adjusted by the National Geodetic Survey in June 1991..
 JF0646.WARNING-Repeat measurements at this control monument indicate possible
 JF0646.vertical movement.
 JF0646
 JF0646.The geoid height was determined by GEOID03.
 JF0646
 JF0646.The dynamic height is computed by dividing the NAVD 88
 JF0646.geopotential number by the normal gravity value computed on the
 JF0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0646.degrees latitude (g = 980.6199 gals.).
 JF0646
 JF0646.The modeled gravity was interpolated from observed gravity values.
 JF0646
 JF0646;                    North         East    Units  Estimated Accuracy
 JF0646;SPC KS N     -    73,320.      483,890.      MT  (+/- 180 meters Scaled)
 JF0646
 JF0646                          SUPERSEDED SURVEY CONTROL
 JF0646
 JF0646  NGVD 29 (??/??/92)  355.179  (m)         1165.28   (f) ADJ UNCH    1 2
 JF0646
 JF0646.Superseded values are not recommended for survey control.
 JF0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0646.See file dsdata.txt to determine how the superseded data were derived.
 JF0646
 JF0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ704174(NAD 83)
 JF0646_MARKER: DB = BENCH MARK DISK
 JF0646_SETTING: 66 = SET IN ROCK OUTCROP
 JF0646_SP_SET: ROCK OUTCROP
 JF0646_STAMPING: R 341 1970
 JF0646_MARK LOGO: NGS   
 JF0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JF0646+STABILITY: POSITION/ELEVATION WELL
 JF0646
 JF0646  HISTORY     - Date     Condition        Report By
 JF0646  HISTORY     - 1970     MONUMENTED       NGS
 JF0646  HISTORY     - 1986     GOOD             NGS
 JF0646
 JF0646                          STATION DESCRIPTION
 JF0646
 JF0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JF0646'0.4 MI W FROM CHAPMAN.
 JF0646'ABOUT 0.4 MILE WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 JF0646'OVERPASS FOR STATE HIGHWAY 206 AT CHAPMAN, ON THE INSIDE OF A
 JF0646'LONG CURVE IN THE HIGHWAY, 84 FEET SOUTH OF THE CENTER LINE
 JF0646'OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP OF A 6- X 1-FOOT
 JF0646'ROCK LEDGE IN A ROCK CUT FOR THE HIGHWAY, 64.8 FEET SOUTHEAST
 JF0646'OF THE EAST END OF AN 18-INCH TUBULAR CULVERT IN THE ROAD
 JF0646'DITCH, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION
 JF0646'30, T 12 S, R 4 E.
 JF0646
 JF0646                          STATION RECOVERY (1986)
 JF0646
 JF0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0268 ***********************************************************************
 KF0268  DESIGNATION -  R 342
 KF0268  PID         -  KF0268
 KF0268  STATE/COUNTY-  KS/GEARY
 KF0268  USGS QUAD   -  OGDEN (1982)
 KF0268
 KF0268                         *CURRENT SURVEY CONTROL
 KF0268  ___________________________________________________________________
 KF0268* NAD 83(1986)-  39 04 01.     (N)    096 38 40.     (W)     SCALED    
 KF0268* NAVD 88     -       341.223  (meters)    1119.50   (feet)  ADJUSTED  
 KF0268  ___________________________________________________________________
 KF0268  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 KF0268  DYNAMIC HT  -         340.989 (meters)    1118.73  (feet)  COMP
 KF0268  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 KF0268
 KF0268  VERT ORDER  -  SECOND    CLASS 0
 KF0268
 KF0268.The horizontal coordinates were scaled from a topographic map and have
 KF0268.an estimated accuracy of +/- 6 seconds.
 KF0268
 KF0268.The orthometric height was determined by differential leveling
 KF0268.and adjusted by the National Geodetic Survey in June 1991..
 KF0268
 KF0268.The geoid height was determined by GEOID03.
 KF0268
 KF0268.The dynamic height is computed by dividing the NAVD 88
 KF0268.geopotential number by the normal gravity value computed on the
 KF0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0268.degrees latitude (g = 980.6199 gals.).
 KF0268
 KF0268.The modeled gravity was interpolated from observed gravity values.
 KF0268
 KF0268;                    North         East    Units  Estimated Accuracy
 KF0268;SPC KS N     -    82,320.      517,310.      MT  (+/- 180 meters Scaled)
 KF0268
 KF0268                          SUPERSEDED SURVEY CONTROL
 KF0268
 KF0268  NGVD 29 (??/??/92)  341.097  (m)         1119.08   (f) ADJ UNCH    2 0
 KF0268
 KF0268.Superseded values are not recommended for survey control.
 KF0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0268.See file dsdata.txt to determine how the superseded data were derived.
 KF0268
 KF0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ037268(NAD 83)
 KF0268_MARKER: DB = BENCH MARK DISK
 KF0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0268_SP_SET: ABUTMENT
 KF0268_STAMPING: R 342 1970
 KF0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0268
 KF0268  HISTORY     - Date     Condition        Report By
 KF0268  HISTORY     - 1970     MONUMENTED       NGS
 KF0268
 KF0268                          STATION DESCRIPTION
 KF0268
 KF0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0268'11.2 MI E FROM JUNCTION CITY.
 KF0268'ABOUT 11.2 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KF0268'OVERPASS FOR THE UNION PACIFIC RAILROAD AT JUNCTION CITY, 20 FEET
 KF0268'NORTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET
 KF0268'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 KF0268'MORE SOUTHERLY OF TWO HIGHWAY BRIDGES OVER MC DOWELL CREEK, AND
 KF0268'ABOUT LEVEL WITH THE HIGHWAY.  SEC 27, T11S, R7E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0165 ***********************************************************************
 KF0165  DESIGNATION -  R 343
 KF0165  PID         -  KF0165
 KF0165  STATE/COUNTY-  KS/WABAUNSEE
 KF0165  USGS QUAD   -  ALMA (1978)
 KF0165
 KF0165                         *CURRENT SURVEY CONTROL
 KF0165  ___________________________________________________________________
 KF0165* NAD 83(1997)-  39 03 56.49353(N)    096 17 19.69221(W)     ADJUSTED  
 KF0165* NAVD 88     -       371.080  (meters)    1217.45   (feet)  ADJUSTED  
 KF0165  ___________________________________________________________________
 KF0165  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 KF0165  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 KF0165  DYNAMIC HT  -         370.833 (meters)    1216.64  (feet)  COMP
 KF0165  MODELED GRAV-     979,950.8   (mgal)                       NAVD 88
 KF0165
 KF0165  HORZ ORDER  -  SECOND
 KF0165  VERT ORDER  -  SECOND    CLASS 0
 KF0165
 KF0165.The horizontal coordinates were established by classical geodetic methods
 KF0165.and adjusted by the National Geodetic Survey in October 1998..
 KF0165
 KF0165.The orthometric height was determined by differential leveling
 KF0165.and adjusted by the National Geodetic Survey in June 1991..
 KF0165
 KF0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0165
 KF0165.The geoid height was determined by GEOID03.
 KF0165
 KF0165.The dynamic height is computed by dividing the NAVD 88
 KF0165.geopotential number by the normal gravity value computed on the
 KF0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0165.degrees latitude (g = 980.6199 gals.).
 KF0165
 KF0165.The modeled gravity was interpolated from observed gravity values.
 KF0165
 KF0165;                    North         East     Units Scale Factor Converg.
 KF0165;SPC KS N     -    82,698.986   548,083.203   MT  0.99996204   +1 04 57.7
 KF0165;UTM  14      - 4,327,565.606   734,568.218   MT  1.00027756   +1 42 33.9
 KF0165
 KF0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0165!SPC KS N     -   0.99994655  x   0.99996204  =   0.99990859
 KF0165!UTM  14      -   0.99994655  x   1.00027756  =   1.00022409
 KF0165
 KF0165                          SUPERSEDED SURVEY CONTROL
 KF0165
 KF0165  NAD 83(1986)-  39 03 56.49949(N)    096 17 19.68791(W) AD(       ) 2
 KF0165  NAD 27      -  39 03 56.50766(N)    096 17 18.70368(W) AD(       ) 2
 KF0165  NGVD 29 (??/??/92)  370.945  (m)         1217.01   (f) ADJ UNCH    2 0
 KF0165
 KF0165.Superseded values are not recommended for survey control.
 KF0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0165.See file dsdata.txt to determine how the superseded data were derived.
 KF0165
 KF0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ3456827566(NAD 83)
 KF0165_MARKER: DB = BENCH MARK DISK
 KF0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0165_SP_SET: ABUTMENT
 KF0165_STAMPING: R 343 1970
 KF0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0165
 KF0165  HISTORY     - Date     Condition        Report By
 KF0165  HISTORY     - 1970     MONUMENTED       NGS
 KF0165
 KF0165                          STATION DESCRIPTION
 KF0165
 KF0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0165'AT ALMA.
 KF0165'AT ALMA, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 KF0165'ABUTMENT OF THE MORE SOUTHERLY OF TWO INTERSTATE HIGHWAY 70
 KF0165'OVERPASSES FOR STATE HIGHWAY 99 AT ALMA, 20 FEET NORTH OF THE
 KF0165'CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 3.9 MILES NORTH
 KF0165'OF THE CITY HALL BUILDING AT ALMA, AND ABOUT LEVEL WITH THE
 KF0165'HIGHWAY.  SECTION 27, T 11S, R 10 E NOTE-- THIS MARK WAS USED AS
 KF0165'RM 2 FOR TRAVERSE STATION POTT.  26.8 FEET SOUTH OF THE STATION
 KF0165'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0187 ***********************************************************************
 KF0187  DESIGNATION -  R 344
 KF0187  PID         -  KF0187
 KF0187  STATE/COUNTY-  KS/WABAUNSEE
 KF0187  USGS QUAD   -  MAPLE HILL (1978)
 KF0187
 KF0187                         *CURRENT SURVEY CONTROL
 KF0187  ___________________________________________________________________
 KF0187* NAD 83(1986)-  39 03 30.     (N)    096 06 49.     (W)     SCALED    
 KF0187* NAVD 88     -       308.589  (meters)    1012.43   (feet)  ADJUSTED  
 KF0187  ___________________________________________________________________
 KF0187  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 KF0187  DYNAMIC HT  -         308.385 (meters)    1011.76  (feet)  COMP
 KF0187  MODELED GRAV-     979,955.8   (mgal)                       NAVD 88
 KF0187
 KF0187  VERT ORDER  -  SECOND    CLASS 0
 KF0187
 KF0187.The horizontal coordinates were scaled from a topographic map and have
 KF0187.an estimated accuracy of +/- 6 seconds.
 KF0187
 KF0187.The orthometric height was determined by differential leveling
 KF0187.and adjusted by the National Geodetic Survey in June 1991..
 KF0187
 KF0187.The geoid height was determined by GEOID03.
 KF0187
 KF0187.The dynamic height is computed by dividing the NAVD 88
 KF0187.geopotential number by the normal gravity value computed on the
 KF0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0187.degrees latitude (g = 980.6199 gals.).
 KF0187
 KF0187.The modeled gravity was interpolated from observed gravity values.
 KF0187
 KF0187;                    North         East    Units  Estimated Accuracy
 KF0187;SPC KS N     -    82,180.      563,260.      MT  (+/- 180 meters Scaled)
 KF0187
 KF0187                          SUPERSEDED SURVEY CONTROL
 KF0187
 KF0187  NGVD 29 (??/??/92)  308.449  (m)         1011.97   (f) ADJ UNCH    2 0
 KF0187
 KF0187.Superseded values are not recommended for survey control.
 KF0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0187.See file dsdata.txt to determine how the superseded data were derived.
 KF0187
 KF0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ497272(NAD 83)
 KF0187_MARKER: DB = BENCH MARK DISK
 KF0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0187_SP_SET: CULVERT
 KF0187_STAMPING: R 344 1970
 KF0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0187
 KF0187  HISTORY     - Date     Condition        Report By
 KF0187  HISTORY     - 1970     MONUMENTED       NGS
 KF0187  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KF0187
 KF0187                          STATION DESCRIPTION
 KF0187
 KF0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0187'9.6 MI E FROM ALMA.
 KF0187'ABOUT 9.55 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0187'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, 0.45 MILE WEST
 KF0187'OF HIGHWAY BRIDGE NUMBER 15-5 OVER DOG CREEK, 23.3 FEET SOUTH
 KF0187'OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN
 KF0187'THE TOP AND 1 FOOT WEST OF THE EAST END OF THE SOUTH CONCRETE
 KF0187'HEADWALL OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE SOUTH LANES
 KF0187'OF THE HIGHWAY, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 KF0187'HIGHWAY.  SECTION 31, T 11S, R 12E
 KF0187
 KF0187                          STATION RECOVERY (2005)
 KF0187
 KF0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KF0187'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE KANSAS STATE
 KF0187'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KF0187'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0920 ***********************************************************************
 KE0920  DESIGNATION -  R 345
 KE0920  PID         -  KE0920
 KE0920  STATE/COUNTY-  KS/SHAWNEE
 KE0920  USGS QUAD   -  TOPEKA (1983)
 KE0920
 KE0920                         *CURRENT SURVEY CONTROL
 KE0920  ___________________________________________________________________
 KE0920* NAD 83(1986)-  39 04 01.     (N)    095 43 40.     (W)     SCALED    
 KE0920* NAVD 88     -       273.580  (meters)     897.57   (feet)  ADJUSTED  
 KE0920  ___________________________________________________________________
 KE0920  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 KE0920  DYNAMIC HT  -         273.403 (meters)     896.99  (feet)  COMP
 KE0920  MODELED GRAV-     979,971.4   (mgal)                       NAVD 88
 KE0920
 KE0920  VERT ORDER  -  SECOND    CLASS 0
 KE0920
 KE0920.The horizontal coordinates were scaled from a topographic map and have
 KE0920.an estimated accuracy of +/- 6 seconds.
 KE0920
 KE0920.The orthometric height was determined by differential leveling
 KE0920.and adjusted by the National Geodetic Survey in June 1991..
 KE0920
 KE0920.The geoid height was determined by GEOID03.
 KE0920
 KE0920.The dynamic height is computed by dividing the NAVD 88
 KE0920.geopotential number by the normal gravity value computed on the
 KE0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0920.degrees latitude (g = 980.6199 gals.).
 KE0920
 KE0920.The modeled gravity was interpolated from observed gravity values.
 KE0920
 KE0920;                    North         East    Units  Estimated Accuracy
 KE0920;SPC KS N     -    83,910.      596,620.      MT  (+/- 180 meters Scaled)
 KE0920
 KE0920                          SUPERSEDED SURVEY CONTROL
 KE0920
 KE0920  NGVD 29 (??/??/92)  273.451  (m)          897.15   (f) ADJ UNCH    2 0
 KE0920
 KE0920.Superseded values are not recommended for survey control.
 KE0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0920.See file dsdata.txt to determine how the superseded data were derived.
 KE0920
 KE0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD640277(NAD 83)
 KE0920_MARKER: DB = BENCH MARK DISK
 KE0920_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0920_SP_SET: CULVERT
 KE0920_STAMPING: R 345 1970
 KE0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0920
 KE0920  HISTORY     - Date     Condition        Report By
 KE0920  HISTORY     - 1970     MONUMENTED       NGS
 KE0920
 KE0920                          STATION DESCRIPTION
 KE0920
 KE0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KE0920'3 MI W FROM TOPEKA.
 KE0920'ABOUT 3.0 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE HIGHWAY
 KE0920'OVERPASS FOR U.S. HIGHWAY 75 AT TOPEKA, 0.15 MILE WEST OF THE
 KE0920'HIGHWAY OVERPASS FOR GAGE BOULEVARD, 42 FEET SOUTH OF THE CENTER
 KE0920'LINE OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP AND 1.1
 KE0920'FEET WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 KE0920'12-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, AND ABOUT 10
 KE0920'FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 29, T 11S, R 15E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0765 ***********************************************************************
 JF0765  DESIGNATION -  R 347
 JF0765  PID         -  JF0765
 JF0765  STATE/COUNTY-  KS/HARVEY
 JF0765  USGS QUAD   -  ZIMMERDALE (1989)
 JF0765
 JF0765                         *CURRENT SURVEY CONTROL
 JF0765  ___________________________________________________________________
 JF0765* NAD 83(1997)-  38 07 17.49220(N)    097 23 41.47343(W)     ADJUSTED  
 JF0765* NAVD 88     -       453.777  (meters)    1488.77   (feet)  ADJUSTED  
 JF0765  ___________________________________________________________________
 JF0765  X           -    -646,679.216 (meters)                     COMP
 JF0765  Y           -  -4,982,658.102 (meters)                     COMP
 JF0765  Z           -   3,916,327.113 (meters)                     COMP
 JF0765  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JF0765  ELLIP HEIGHT-         425.12  (meters)          (07/29/04) GPS OBS
 JF0765  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 JF0765  DYNAMIC HT  -         453.428 (meters)    1487.62  (feet)  COMP
 JF0765  MODELED GRAV-     979,846.6   (mgal)                       NAVD 88
 JF0765
 JF0765  HORZ ORDER  -  FIRST
 JF0765  VERT ORDER  -  SECOND    CLASS 0
 JF0765  ELLP ORDER  -  FOURTH    CLASS II
 JF0765
 JF0765.The horizontal coordinates were established by GPS observations
 JF0765.and adjusted by the MOUNTAIN SURVEYING in March 2002..
 JF0765
 JF0765.The orthometric height was determined by differential leveling
 JF0765.and adjusted by the National Geodetic Survey in June 1991..
 JF0765
 JF0765.Photographs are available for this station.
 JF0765
 JF0765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JF0765
 JF0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF0765
 JF0765.The ellipsoidal height was determined by GPS observations
 JF0765.and is referenced to NAD 83.
 JF0765
 JF0765.The geoid height was determined by GEOID03.
 JF0765
 JF0765.The dynamic height is computed by dividing the NAVD 88
 JF0765.geopotential number by the normal gravity value computed on the
 JF0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0765.degrees latitude (g = 980.6199 gals.).
 JF0765
 JF0765.The modeled gravity was interpolated from observed gravity values.
 JF0765
 JF0765;                    North         East     Units Scale Factor Converg.
 JF0765;SPC KS S     -   562,042.540   496,899.447   MT  0.99994223   +0 40 44.9
 JF0765;UTM  14      - 4,220,515.525   640,699.097   MT  0.99984381   +0 59 27.9
 JF0765
 JF0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF0765!SPC KS S     -   0.99993330  x   0.99994223  =   0.99987553
 JF0765!UTM  14      -   0.99993330  x   0.99984381  =   0.99977712
 JF0765
 JF0765                          SUPERSEDED SURVEY CONTROL
 JF0765
 JF0765  ELLIP H (03/07/02)  425.13   (m)                       GP(       ) 4 2
 JF0765  NAVD 88 (03/07/02)  453.78   (m)         1488.8    (f) LEVELING    3  
 JF0765  NGVD 29 (??/??/92)  453.613  (m)         1488.23   (f) ADJ UNCH    2 0
 JF0765
 JF0765.Superseded values are not recommended for survey control.
 JF0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0765.See file dsdata.txt to determine how the superseded data were derived.
 JF0765
 JF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4069920516(NAD 83)
 JF0765_MARKER: DB = BENCH MARK DISK
 JF0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0765_STAMPING: R 347 1972
 JF0765_MARK LOGO: NGS   
 JF0765_PROJECTION: PROJECTING 20 CENTIMETERS
 JF0765_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JF0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0765+STABILITY: SURFACE MOTION
 JF0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JF0765+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 JF0765
 JF0765  HISTORY     - Date     Condition        Report By
 JF0765  HISTORY     - 1972     MONUMENTED       NGS
 JF0765  HISTORY     - 20010418 GOOD             MSAM
 JF0765
 JF0765                          STATION DESCRIPTION
 JF0765
 JF0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 JF0765'6 MI NW FROM NEWTON.
 JF0765'ABOUT 6.0 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 35 W FROM THE
 JF0765'OVERPASS FOR U.S. HIGHWAY 50 AT NEWTON, 106.0 FEET SOUTHWEST OF
 JF0765'THE CENTER LINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 2.5 FEET
 JF0765'SOUTH-SOUTHEAST OF A METAL WITNESS POST, 1.0 FEET NORTHEAST OF
 JF0765'THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT ABOVE THE SOUTH BOUND
 JF0765'LANE OF THE INTERSTATE, SET IN THE TOP OF A CONCRETE POST WHICH
 JF0765'PROJECTS 0.3 FOOT.  SECTION 23, T 22 S, R 1 W
 JF0765
 JF0765                          STATION RECOVERY (2001)
 JF0765
 JF0765'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 JF0765'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001 (WWS)
 JF0765'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) SOUTHEAST OF HESSTON,
 JF0765'KANSAS, ABOUT 9.2 KM (5.7 MI)NORTHWEST OF NEWTON, KANSAS, WITHIN
 JF0765'THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 35.
 JF0765' 
 JF0765'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 JF0765'35 AT EXIT 40 AND COUNTY ROAD 556 GO SOUTH 3.4 KM (2.1 MI)ON
 JF0765'INTERSTATE HIGHWAY 35 TO MILE POST 38.5 STATION ON RIGHT, 25.4 M (83.3
 JF0765'FT)WEST OF THE WEST EDGE OF THE SOUTH BOUND LANES.
 JF0765' 
 JF0765'THE MARK IS A NGS BRASS BENCH MARK DISK SET IN THE TOP CENTER OF A
 JF0765'CONCRETE POST 0.2 M (0.5 FT) ABOVE GROUND. IT IS 60.6 M (198.8 FT)
 JF0765'SOUTH
 JF0765'OF A TREE ALONG INTERSTATE HIGHWAY 35 RIGHT-OF-WAY FENCE, 25.4 M
 JF0765'(83.3 FT) WEST OF THE WEST EDGE OF THE SOUTH BOUND LANES, 9.3 M (30.5
 JF0765'FT) NORTH OF A FIBER OPTIC LINE MARKER, 0.8 M (2.5 FT)SOUTH SOUTHEAST
 JF0765'OF A METAL WITNESS POST.
 JF0765'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0539 ***********************************************************************
 HF0539  DESIGNATION -  R 348
 HF0539  PID         -  HF0539
 HF0539  STATE/COUNTY-  KS/SEDGWICK
 HF0539  USGS QUAD   -  VALLEY CENTER (1982)
 HF0539
 HF0539                         *CURRENT SURVEY CONTROL
 HF0539  ___________________________________________________________________
 HF0539* NAD 83(1986)-  37 45 07.     (N)    097 19 10.     (W)     SCALED    
 HF0539* NAVD 88     -       409.861  (meters)    1344.69   (feet)  ADJUSTED  
 HF0539  ___________________________________________________________________
 HF0539  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 HF0539  DYNAMIC HT  -         409.540 (meters)    1343.63  (feet)  COMP
 HF0539  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 HF0539
 HF0539  VERT ORDER  -  SECOND    CLASS 0
 HF0539
 HF0539.The horizontal coordinates were scaled from a topographic map and have
 HF0539.an estimated accuracy of +/- 6 seconds.
 HF0539
 HF0539.The orthometric height was determined by differential leveling
 HF0539.and adjusted by the National Geodetic Survey in June 1991..
 HF0539
 HF0539.The geoid height was determined by GEOID03.
 HF0539
 HF0539.The dynamic height is computed by dividing the NAVD 88
 HF0539.geopotential number by the normal gravity value computed on the
 HF0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0539.degrees latitude (g = 980.6199 gals.).
 HF0539
 HF0539.The modeled gravity was interpolated from observed gravity values.
 HF0539
 HF0539;                    North         East    Units  Estimated Accuracy
 HF0539;SPC KS S     -   521,110.      504,030.      MT  (+/- 180 meters Scaled)
 HF0539
 HF0539                          SUPERSEDED SURVEY CONTROL
 HF0539
 HF0539  NGVD 29 (??/??/92)  409.715  (m)         1344.21   (f) ADJ UNCH    2 0
 HF0539
 HF0539.Superseded values are not recommended for survey control.
 HF0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0539.See file dsdata.txt to determine how the superseded data were derived.
 HF0539
 HF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG480796(NAD 83)
 HF0539_MARKER: DB = BENCH MARK DISK
 HF0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HF0539_SP_SET: ABUTMENT
 HF0539_STAMPING: R 348 1972
 HF0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0539
 HF0539  HISTORY     - Date     Condition        Report By
 HF0539  HISTORY     - 1972     MONUMENTED       NGS
 HF0539
 HF0539                          STATION DESCRIPTION
 HF0539
 HF0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 HF0539'0.8 MI S FROM WICHITA.
 HF0539'ABOUT 0.75 MILE SOUTH ALONG INTERSTATE HIGHWAY 35 W FROM THE
 HF0539'OVERPASS FOR INTERSTATE HIGHWAY 235 AT THE NORTH EDGE OF
 HF0539'WICHITA, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST END OF THE
 HF0539'SOUTH CONCRETE BRIDGE ABUTMENT 75.0 FEET SOUTH OF THE CENTER
 HF0539'OF A BLACK TOP ROAD UNDER THE BRIDGE, 26.5 FEET EAST OF THE
 HF0539'CENTER OF THE CENTER LANE OF THE SOUTH BOUND LANES OF
 HF0539'INTERSTATE HIGHWAY 35 W, ABOUT LEVEL WITH THE SOUTH BOUND LANE
 HF0539'AT BRIDGE NUMBER 19.81.  SECTION 28, T 26 S, R 1 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0613 ***********************************************************************
 HG0613  DESIGNATION -  R 35
 HG0613  PID         -  HG0613
 HG0613  STATE/COUNTY-  KS/KIOWA
 HG0613  USGS QUAD   -  BRENHAM (1968)
 HG0613
 HG0613                         *CURRENT SURVEY CONTROL
 HG0613  ___________________________________________________________________
 HG0613* NAD 83(1986)-  37 36 38.     (N)    099 10 37.     (W)     SCALED    
 HG0613* NAVD 88     -       667.213  (meters)    2189.01   (feet)  POSTED    
 HG0613  ___________________________________________________________________
 HG0613  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 HG0613  DYNAMIC HT  -         666.640 (meters)    2187.13  (feet)  COMP
 HG0613  MODELED GRAV-     979,751.4   (mgal)                       NAVD 88
 HG0613
 HG0613  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HG0613
 HG0613.The horizontal coordinates were scaled from a topographic map and have
 HG0613.an estimated accuracy of +/- 6 seconds.
 HG0613
 HG0613.The orthometric height was determined by differential leveling
 HG0613.and adjusted by the National Geodetic Survey in 1992..
 HG0613.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HG0613.rate of 0.0 thru 1.0 mm/km.
 HG0613
 HG0613.The geoid height was determined by GEOID03.
 HG0613
 HG0613.The dynamic height is computed by dividing the NAVD 88
 HG0613.geopotential number by the normal gravity value computed on the
 HG0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0613.degrees latitude (g = 980.6199 gals.).
 HG0613
 HG0613.The modeled gravity was interpolated from observed gravity values.
 HG0613
 HG0613;                    North         East    Units  Estimated Accuracy
 HG0613;SPC KS S     -   504,970.      340,230.      MT  (+/- 180 meters Scaled)
 HG0613
 HG0613                          SUPERSEDED SURVEY CONTROL
 HG0613
 HG0613  NGVD 29 (??/??/92)  666.918  (m)         2188.05   (f) ADJ UNCH    1 2
 HG0613
 HG0613.Superseded values are not recommended for survey control.
 HG0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0613.See file dsdata.txt to determine how the superseded data were derived.
 HG0613
 HG0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG843626(NAD 83)
 HG0613_MARKER: DB = BENCH MARK DISK
 HG0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0613_STAMPING: R 35 1934
 HG0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0613+STABILITY: SURFACE MOTION
 HG0613
 HG0613  HISTORY     - Date     Condition        Report By
 HG0613  HISTORY     - 1934     MONUMENTED       CGS
 HG0613  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0613
 HG0613                          STATION DESCRIPTION
 HG0613
 HG0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0613'2 MI E FROM BRENHAM.
 HG0613'ABOUT 2.0 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 HG0613'RAILWAY FROM BRENHAM, KIOWA COUNTY, ABOUT 0.3 MILE WEST OF
 HG0613'MILEPOST 322, 54 FEET NORTHEAST OF THE CENTER OF A COUNTY-ROAD
 HG0613'CROSSING, 41 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK,
 HG0613'AND 27 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD.  A
 HG0613'STANDARD DISK, STAMPED R 35 1934 AND SET IN THE TOP OF A CONCRETE
 HG0613'POST.
 HG0613
 HG0613                          STATION RECOVERY (1986)
 HG0613
 HG0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0613'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0625 ***********************************************************************
 HH0625  DESIGNATION -  R 352
 HH0625  PID         -  HH0625
 HH0625  STATE/COUNTY-  KS/GRAY
 HH0625  USGS QUAD   -  INGALLS (1968)
 HH0625
 HH0625                         *CURRENT SURVEY CONTROL
 HH0625  ___________________________________________________________________
 HH0625* NAD 83(1986)-  37 49 40.     (N)    100 27 14.     (W)     SCALED    
 HH0625* NAVD 88     -       816.702  (meters)    2679.46   (feet)  ADJUSTED  
 HH0625  ___________________________________________________________________
 HH0625  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 HH0625  DYNAMIC HT  -         815.984 (meters)    2677.11  (feet)  COMP
 HH0625  MODELED GRAV-     979,722.7   (mgal)                       NAVD 88
 HH0625
 HH0625  VERT ORDER  -  FIRST     CLASS II
 HH0625
 HH0625.The horizontal coordinates were scaled from a topographic map and have
 HH0625.an estimated accuracy of +/- 6 seconds.
 HH0625
 HH0625.The orthometric height was determined by differential leveling
 HH0625.and adjusted by the National Geodetic Survey in June 1991..
 HH0625
 HH0625.The geoid height was determined by GEOID03.
 HH0625
 HH0625.The dynamic height is computed by dividing the NAVD 88
 HH0625.geopotential number by the normal gravity value computed on the
 HH0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0625.degrees latitude (g = 980.6199 gals.).
 HH0625
 HH0625.The modeled gravity was interpolated from observed gravity values.
 HH0625
 HH0625;                    North         East    Units  Estimated Accuracy
 HH0625;SPC KS S     -   530,670.      228,010.      MT  (+/- 180 meters Scaled)
 HH0625
 HH0625                          SUPERSEDED SURVEY CONTROL
 HH0625
 HH0625.No superseded survey control is available for this station.
 HH0625
 HH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG720877(NAD 83)
 HH0625_MARKER: DB = BENCH MARK DISK
 HH0625_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HH0625_SP_SET: GRAIN ELEVATOR
 HH0625_STAMPING: R 352 1986
 HH0625_MARK LOGO: NGS   
 HH0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HH0625+STABILITY: POSITION/ELEVATION WELL
 HH0625
 HH0625  HISTORY     - Date     Condition        Report By
 HH0625  HISTORY     - 1986     MONUMENTED       NGS
 HH0625
 HH0625                          STATION DESCRIPTION
 HH0625
 HH0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0625'IN INGALLS.
 HH0625'IN INGALLS, AT THE INGALLS CO-OP ELEVATORS, VERTICALLY, IN THE WEST
 HH0625'FACE OF THE WEST SILO OF THE NORTHWEST-SOUTHEAST ELEVATOR, 57.9 METERS
 HH0625'(190 FT) SOUTHEAST OF THE CENTER OF MAIN STREET AND 21.6 METERS (71
 HH0625'FT) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE ATCHISON,
 HH0625'TOPEKA AND SANTA FE RAILROAD.
 HH0625'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0642 ***********************************************************************
 HG0642  DESIGNATION -  R 353
 HG0642  PID         -  HG0642
 HG0642  STATE/COUNTY-  KS/FORD
 HG0642  USGS QUAD   -  FORT DODGE (1978)
 HG0642
 HG0642                         *CURRENT SURVEY CONTROL
 HG0642  ___________________________________________________________________
 HG0642* NAD 83(1986)-  37 42 50.     (N)    099 53 05.     (W)     SCALED    
 HG0642* NAVD 88     -       742.574  (meters)    2436.26   (feet)  ADJUSTED  
 HG0642  ___________________________________________________________________
 HG0642  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 HG0642  DYNAMIC HT  -         741.926 (meters)    2434.14  (feet)  COMP
 HG0642  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 HG0642
 HG0642  VERT ORDER  -  FIRST     CLASS II
 HG0642
 HG0642.The horizontal coordinates were scaled from a topographic map and have
 HG0642.an estimated accuracy of +/- 6 seconds.
 HG0642
 HG0642.The orthometric height was determined by differential leveling
 HG0642.and adjusted by the National Geodetic Survey in June 1991..
 HG0642
 HG0642.The geoid height was determined by GEOID03.
 HG0642
 HG0642.The dynamic height is computed by dividing the NAVD 88
 HG0642.geopotential number by the normal gravity value computed on the
 HG0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0642.degrees latitude (g = 980.6199 gals.).
 HG0642
 HG0642.The modeled gravity was interpolated from observed gravity values.
 HG0642
 HG0642;                    North         East    Units  Estimated Accuracy
 HG0642;SPC KS S     -   517,130.      277,920.      MT  (+/- 180 meters Scaled)
 HG0642
 HG0642                          SUPERSEDED SURVEY CONTROL
 HG0642
 HG0642.No superseded survey control is available for this station.
 HG0642
 HG0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG220744(NAD 83)
 HG0642_MARKER: I = METAL ROD
 HG0642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0642_SP_SET: STAINLESS STEEL ROD
 HG0642_STAMPING: R 353 1986
 HG0642_MARK LOGO: NGS   
 HG0642_PROJECTION: FLUSH
 HG0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0642_ROD/PIPE-DEPTH: 9.4  meters
 HG0642
 HG0642  HISTORY     - Date     Condition        Report By
 HG0642  HISTORY     - 1986     MONUMENTED       NGS
 HG0642
 HG0642                          STATION DESCRIPTION
 HG0642
 HG0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0642'5.0 KM (3.1 MI) SE FROM FORT DODGE.
 HG0642'5.0 KM (3.12 MI) SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE JUNCTION
 HG0642'OF SHERIDAN STREET AT FORT DODGE, NEAR A STOCK PEN, 13.8 METERS (45.5
 HG0642'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 1.8 METERS (6 FT) NORTHWEST
 HG0642'OF THE SOUTH CORNER OF THE STOCK PEN, 29.2 METERS (96 FT) EAST AND
 HG0642'ACROSS THE HIGHWAY FROM MILEPOST 8 AND 0.3 METER (1 FT) SOUTHWEST OF A
 HG0642'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0642'THE MARK IS 0.5 METERS  SE FROM  A WITNESS POST
 HG0642'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0667 ***********************************************************************
 HG0667  DESIGNATION -  R 354
 HG0667  PID         -  HG0667
 HG0667  STATE/COUNTY-  KS/KIOWA
 HG0667  USGS QUAD   -  MULLINVILLE (1969)
 HG0667
 HG0667                         *CURRENT SURVEY CONTROL
 HG0667  ___________________________________________________________________
 HG0667* NAD 83(1986)-  37 35 11.     (N)    099 25 50.     (W)     SCALED    
 HG0667* NAVD 88     -       704.100  (meters)    2310.03   (feet)  ADJUSTED  
 HG0667  ___________________________________________________________________
 HG0667  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 HG0667  DYNAMIC HT  -         703.487 (meters)    2308.02  (feet)  COMP
 HG0667  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 HG0667
 HG0667  VERT ORDER  -  FIRST     CLASS II
 HG0667
 HG0667.The horizontal coordinates were scaled from a topographic map and have
 HG0667.an estimated accuracy of +/- 6 seconds.
 HG0667
 HG0667.The orthometric height was determined by differential leveling
 HG0667.and adjusted by the National Geodetic Survey in June 1991..
 HG0667
 HG0667.The geoid height was determined by GEOID03.
 HG0667
 HG0667.The dynamic height is computed by dividing the NAVD 88
 HG0667.geopotential number by the normal gravity value computed on the
 HG0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0667.degrees latitude (g = 980.6199 gals.).
 HG0667
 HG0667.The modeled gravity was interpolated from observed gravity values.
 HG0667
 HG0667;                    North         East    Units  Estimated Accuracy
 HG0667;SPC KS S     -   502,490.      317,820.      MT  (+/- 180 meters Scaled)
 HG0667
 HG0667                          SUPERSEDED SURVEY CONTROL
 HG0667
 HG0667.No superseded survey control is available for this station.
 HG0667
 HG0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG619600(NAD 83)
 HG0667_MARKER: I = METAL ROD
 HG0667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0667_SP_SET: STAINLESS STEEL ROD
 HG0667_STAMPING: R 354 1986
 HG0667_MARK LOGO: NGS   
 HG0667_PROJECTION: FLUSH
 HG0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0667_ROD/PIPE-DEPTH: 12.2 meters
 HG0667
 HG0667  HISTORY     - Date     Condition        Report By
 HG0667  HISTORY     - 1986     MONUMENTED       NGS
 HG0667
 HG0667                          STATION DESCRIPTION
 HG0667
 HG0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0667'4.4 KM (2.75 MI) EAST FROM MULLINVILLE.
 HG0667'0.35 KM (0.2 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE AT
 HG0667'MULLINVILLE, THENCE 4.05 KM (2.55 MI) EAST ALONG US HIGHWAY 54, IN THE
 HG0667'NORTHWEST CORNER OF THE JUNCTION OF A DIRT ROAD, 0.7 KM (0.45 MI) WEST
 HG0667'OF MILEPOST 100, 18.0 METERS (59 FT) NORTH OF THE HIGHWAY CENTERLINE,
 HG0667'11.1 METERS (36.5 FT) WEST OF THE CENTER OF THE ROAD, 4.2 METERS (14
 HG0667'FT) WEST OF A FENCE CORNER AND 0.3 METER (1 FT) SOUTH OF THE RIGHT OF
 HG0667'WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HG0667'CAP.
 HG0667'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0667'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0769 ***********************************************************************
 HG0769  DESIGNATION -  R 355
 HG0769  PID         -  HG0769
 HG0769  STATE/COUNTY-  KS/KINGMAN
 HG0769  USGS QUAD   -  RAGO (1973)
 HG0769
 HG0769                         *CURRENT SURVEY CONTROL
 HG0769  ___________________________________________________________________
 HG0769* NAD 83(1986)-  37 27 24.     (N)    098 04 53.     (W)     SCALED    
 HG0769* NAVD 88     -       443.069  (meters)    1453.64   (feet)  ADJUSTED  
 HG0769  ___________________________________________________________________
 HG0769  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0769  DYNAMIC HT  -         442.702 (meters)    1452.43  (feet)  COMP
 HG0769  MODELED GRAV-     979,788.8   (mgal)                       NAVD 88
 HG0769
 HG0769  VERT ORDER  -  FIRST     CLASS II
 HG0769
 HG0769.The horizontal coordinates were scaled from a topographic map and have
 HG0769.an estimated accuracy of +/- 6 seconds.
 HG0769
 HG0769.The orthometric height was determined by differential leveling
 HG0769.and adjusted by the National Geodetic Survey in June 1991..
 HG0769
 HG0769.The geoid height was determined by GEOID03.
 HG0769
 HG0769.The dynamic height is computed by dividing the NAVD 88
 HG0769.geopotential number by the normal gravity value computed on the
 HG0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0769.degrees latitude (g = 980.6199 gals.).
 HG0769
 HG0769.The modeled gravity was interpolated from observed gravity values.
 HG0769
 HG0769;                    North         East    Units  Estimated Accuracy
 HG0769;SPC KS S     -   487,760.      437,040.      MT  (+/- 180 meters Scaled)
 HG0769
 HG0769                          SUPERSEDED SURVEY CONTROL
 HG0769
 HG0769.No superseded survey control is available for this station.
 HG0769
 HG0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG812459(NAD 83)
 HG0769_MARKER: I = METAL ROD
 HG0769_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HG0769_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HG0769_STAMPING: R 355 1986
 HG0769_MARK LOGO: NGS   
 HG0769_PROJECTION: RECESSED 5 CENTIMETERS
 HG0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0769+STABILITY: POSITION/ELEVATION WELL
 HG0769_ROD/PIPE-DEPTH: 9.5  meters
 HG0769_SLEEVE-DEPTH  : 6.1 meters
 HG0769
 HG0769  HISTORY     - Date     Condition        Report By
 HG0769  HISTORY     - 1986     MONUMENTED       NGS
 HG0769
 HG0769                          STATION DESCRIPTION
 HG0769
 HG0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0769'21.6 KM (13.4 MI) NORTH FROM HARPER.
 HG0769'0.24 KM (0.15 MI) SOUTH ALONG CENTRAL STREET FROM THE POST OFFICE IN
 HG0769'HARPER, THENCE 1.3 KM (0.8 MI) WEST ALONG MAIN STREET, THENCE 20.0 KM
 HG0769'(12.4 MI) NORTH ALONG STATE HIGHWAY 14, 0.08 KM (0.05 MI) SOUTH OF THE
 HG0769'JUNCTION OF STATE HIGHWAY 42, 17.5 METERS (57.3 FT) EAST OF THE
 HG0769'HIGHWAY CENTERLINE, 7.3 METERS (24 FT) SOUTH-SOUTHWEST OF A POWER
 HG0769'POLE, 1.5 METERS (4.9 FT) WEST OF THE RIGHT OF WAY FENCE, 16.1 METERS
 HG0769'(52.7 FT) NORTHEAST OF THE EAST SUPPORT POST FOR A HIGHWAY SIGN AND
 HG0769'MILEPOST 61 AND 1.4 METERS (4.7 FT) WEST OF A CONCRETE RIGHT OF WAY
 HG0769'POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0769'THE MARK IS 1.5 METERS  N FROM  A WITNESS POST
 HG0769'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0691 ***********************************************************************
 HG0691  DESIGNATION -  R 357
 HG0691  PID         -  HG0691
 HG0691  STATE/COUNTY-  KS/PRATT
 HG0691  USGS QUAD   -  COATS NE (1968)
 HG0691
 HG0691                         *CURRENT SURVEY CONTROL
 HG0691  ___________________________________________________________________
 HG0691* NAD 83(1986)-  37 38 22.     (N)    098 50 57.     (W)     SCALED    
 HG0691* NAVD 88     -       609.644  (meters)    2000.14   (feet)  ADJUSTED  
 HG0691  ___________________________________________________________________
 HG0691  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 HG0691  DYNAMIC HT  -         609.131 (meters)    1998.46  (feet)  COMP
 HG0691  MODELED GRAV-     979,767.4   (mgal)                       NAVD 88
 HG0691
 HG0691  VERT ORDER  -  FIRST     CLASS II
 HG0691
 HG0691.The horizontal coordinates were scaled from a topographic map and have
 HG0691.an estimated accuracy of +/- 6 seconds.
 HG0691
 HG0691.The orthometric height was determined by differential leveling
 HG0691.and adjusted by the National Geodetic Survey in June 1991..
 HG0691
 HG0691.The geoid height was determined by GEOID03.
 HG0691
 HG0691.The dynamic height is computed by dividing the NAVD 88
 HG0691.geopotential number by the normal gravity value computed on the
 HG0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0691.degrees latitude (g = 980.6199 gals.).
 HG0691
 HG0691.The modeled gravity was interpolated from observed gravity values.
 HG0691
 HG0691;                    North         East    Units  Estimated Accuracy
 HG0691;SPC KS S     -   508,020.      369,180.      MT  (+/- 180 meters Scaled)
 HG0691
 HG0691                          SUPERSEDED SURVEY CONTROL
 HG0691
 HG0691.No superseded survey control is available for this station.
 HG0691
 HG0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG133658(NAD 83)
 HG0691_MARKER: I = METAL ROD
 HG0691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0691_SP_SET: STAINLESS STEEL ROD
 HG0691_STAMPING: R 357 1986
 HG0691_MARK LOGO: NGS   
 HG0691_PROJECTION: FLUSH
 HG0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0691_ROD/PIPE-DEPTH: 7.3  meters
 HG0691
 HG0691  HISTORY     - Date     Condition        Report By
 HG0691  HISTORY     - 1986     MONUMENTED       NGS
 HG0691
 HG0691                          STATION DESCRIPTION
 HG0691
 HG0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0691'9.7 KM (6.0 MI) WEST FROM PRATT.
 HG0691'9.75 KM (6.1 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US
 HG0691'HIGHWAY 281 AT PRATT, IN THE NORTHEAST CORNER OF THE JUNCTION OF A
 HG0691'DIRT ROAD, 0.23 KM (0.14 MI) EAST OF MILEPOST 132, 22.4 METERS (73.5
 HG0691'FT) NORTH OF THE HIGHWAY CENTERLINE, 30.9 METERS (101.5 FT) EAST OF
 HG0691'THE CENTER OF THE ROAD AND 16.1 METERS (53 FT) SOUTH OF THE SOUTH RAIL
 HG0691'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD. NOTE--ACCESS TO DATUM
 HG0691'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0691'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HG0691'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0445 ***********************************************************************
 JH0445  DESIGNATION -  R 358
 JH0445  PID         -  JH0445
 JH0445  STATE/COUNTY-  KS/SCOTT
 JH0445  USGS QUAD   -  SHALLOW WATER (1976)
 JH0445
 JH0445                         *CURRENT SURVEY CONTROL
 JH0445  ___________________________________________________________________
 JH0445* NAD 83(1986)-  38 19 46.     (N)    100 54 19.     (W)     SCALED    
 JH0445* NAVD 88     -       896.083  (meters)    2939.90   (feet)  ADJUSTED  
 JH0445  ___________________________________________________________________
 JH0445  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 JH0445  DYNAMIC HT  -         895.322 (meters)    2937.40  (feet)  COMP
 JH0445  MODELED GRAV-     979,749.8   (mgal)                       NAVD 88
 JH0445
 JH0445  VERT ORDER  -  FIRST     CLASS II
 JH0445
 JH0445.The horizontal coordinates were scaled from a topographic map and have
 JH0445.an estimated accuracy of +/- 6 seconds.
 JH0445
 JH0445.The orthometric height was determined by differential leveling
 JH0445.and adjusted by the National Geodetic Survey in June 1991..
 JH0445
 JH0445.The geoid height was determined by GEOID03.
 JH0445
 JH0445.The dynamic height is computed by dividing the NAVD 88
 JH0445.geopotential number by the normal gravity value computed on the
 JH0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0445.degrees latitude (g = 980.6199 gals.).
 JH0445
 JH0445.The modeled gravity was interpolated from observed gravity values.
 JH0445
 JH0445;                    North         East    Units  Estimated Accuracy
 JH0445;SPC KS S     -   587,260.      189,720.      MT  (+/- 180 meters Scaled)
 JH0445
 JH0445                          SUPERSEDED SURVEY CONTROL
 JH0445
 JH0445.No superseded survey control is available for this station.
 JH0445
 JH0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH334440(NAD 83)
 JH0445_MARKER: DB = BENCH MARK DISK
 JH0445_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JH0445+WITH SETTING: PAVEMENT
 JH0445_SP_SET: WELL PAD
 JH0445_STAMPING: R 358 1986
 JH0445_MARK LOGO: NGS   
 JH0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JH0445+STABILITY: POSITION/ELEVATION WELL
 JH0445
 JH0445  HISTORY     - Date     Condition        Report By
 JH0445  HISTORY     - 1986     MONUMENTED       NGS
 JH0445
 JH0445                          STATION DESCRIPTION
 JH0445
 JH0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0445'17.3 KM (10.75 MI) NORTH FROM SCOTT CITY.
 JH0445'17.3 KM (10.8 MI) SOUTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0445'SCOTT CITY, IN THE WEST EDGE OF A 48-INCH IN DIAMETER CONCRETE WELL
 JH0445'PAD ATTACHED TO A WELL CASING 185-FEET DEEP, 0.13 KM (0.08 MI) SOUTH
 JH0445'OF MILEPOST 96, 25.6 METERS (84 FT) EAST OF THE HIGHWAY CENTERLINE AND
 JH0445'0.5 METER (1.5 FT) WEST OF THE CENTER OF THE IRRIGATION PUMP.
 JH0445'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0717 ***********************************************************************
 HG0717  DESIGNATION -  R 359
 HG0717  PID         -  HG0717
 HG0717  STATE/COUNTY-  KS/PRATT
 HG0717  USGS QUAD   -  CUNNINGHAM (1966)
 HG0717
 HG0717                         *CURRENT SURVEY CONTROL
 HG0717  ___________________________________________________________________
 HG0717* NAD 83(1986)-  37 38 44.     (N)    098 29 16.     (W)     SCALED    
 HG0717* NAVD 88     -       533.106  (meters)    1749.03   (feet)  ADJUSTED  
 HG0717  ___________________________________________________________________
 HG0717  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 HG0717  DYNAMIC HT  -         532.659 (meters)    1747.57  (feet)  COMP
 HG0717  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 HG0717
 HG0717  VERT ORDER  -  FIRST     CLASS II
 HG0717
 HG0717.The horizontal coordinates were scaled from a topographic map and have
 HG0717.an estimated accuracy of +/- 6 seconds.
 HG0717
 HG0717.The orthometric height was determined by differential leveling
 HG0717.and adjusted by the National Geodetic Survey in June 1991..
 HG0717
 HG0717.The geoid height was determined by GEOID03.
 HG0717
 HG0717.The dynamic height is computed by dividing the NAVD 88
 HG0717.geopotential number by the normal gravity value computed on the
 HG0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0717.degrees latitude (g = 980.6199 gals.).
 HG0717
 HG0717.The modeled gravity was interpolated from observed gravity values.
 HG0717
 HG0717;                    North         East    Units  Estimated Accuracy
 HG0717;SPC KS S     -   508,640.      401,080.      MT  (+/- 180 meters Scaled)
 HG0717
 HG0717                          SUPERSEDED SURVEY CONTROL
 HG0717
 HG0717.No superseded survey control is available for this station.
 HG0717
 HG0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG451666(NAD 83)
 HG0717_MARKER: I = METAL ROD
 HG0717_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0717_SP_SET: STAINLESS STEEL ROD
 HG0717_STAMPING: R 359 1986
 HG0717_MARK LOGO: NGS   
 HG0717_PROJECTION: FLUSH
 HG0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0717_ROD/PIPE-DEPTH: 11.0 meters
 HG0717
 HG0717  HISTORY     - Date     Condition        Report By
 HG0717  HISTORY     - 1986     MONUMENTED       NGS
 HG0717
 HG0717                          STATION DESCRIPTION
 HG0717
 HG0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0717'5.1 KM (3.15 MI) WEST FROM CUNNINGHAM.
 HG0717'5.1 KM (3.15 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF COUNTY
 HG0717'ROAD 359 AT CUNNINGHAM, 0.12 KM (0.07 MI) WEST OF MILEPOST 152, 18.2
 HG0717'METERS (60 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.1 METERS (3.5 FT)
 HG0717'WEST OF A FENCE CORNER AND 0.3 METER (1 FT) SOUTH OF A FENCE.
 HG0717'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0717'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0717'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0090 ***********************************************************************
 HG0090  DESIGNATION -  R 36
 HG0090  PID         -  HG0090
 HG0090  STATE/COUNTY-  KS/KINGMAN
 HG0090  USGS QUAD   -  CUNNINGHAM (1966)
 HG0090
 HG0090                         *CURRENT SURVEY CONTROL
 HG0090  ___________________________________________________________________
 HG0090* NAD 83(1986)-  37 38 23.     (N)    098 23 15.     (W)     SCALED    
 HG0090* NAVD 88     -       509.314  (meters)    1670.97   (feet)  ADJUSTED  
 HG0090  ___________________________________________________________________
 HG0090  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 HG0090  DYNAMIC HT  -         508.887 (meters)    1669.57  (feet)  COMP
 HG0090  MODELED GRAV-     979,776.3   (mgal)                       NAVD 88
 HG0090
 HG0090  VERT ORDER  -  FIRST     CLASS II
 HG0090
 HG0090.The horizontal coordinates were scaled from a topographic map and have
 HG0090.an estimated accuracy of +/- 6 seconds.
 HG0090
 HG0090.The orthometric height was determined by differential leveling
 HG0090.and adjusted by the National Geodetic Survey in June 1991..
 HG0090
 HG0090.The geoid height was determined by GEOID03.
 HG0090
 HG0090.The dynamic height is computed by dividing the NAVD 88
 HG0090.geopotential number by the normal gravity value computed on the
 HG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0090.degrees latitude (g = 980.6199 gals.).
 HG0090
 HG0090.The modeled gravity was interpolated from observed gravity values.
 HG0090
 HG0090;                    North         East    Units  Estimated Accuracy
 HG0090;SPC KS S     -   508,000.      409,930.      MT  (+/- 180 meters Scaled)
 HG0090
 HG0090                          SUPERSEDED SURVEY CONTROL
 HG0090
 HG0090  NGVD 29 (??/??/92)  509.126  (m)         1670.36   (f) ADJ UNCH    1 2
 HG0090
 HG0090.Superseded values are not recommended for survey control.
 HG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0090.See file dsdata.txt to determine how the superseded data were derived.
 HG0090
 HG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG540660(NAD 83)
 HG0090_MARKER: DB = BENCH MARK DISK
 HG0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0090_STAMPING: R 36 1934
 HG0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0090+STABILITY: SURFACE MOTION
 HG0090
 HG0090  HISTORY     - Date     Condition        Report By
 HG0090  HISTORY     - 1934     MONUMENTED       CGS
 HG0090
 HG0090                          STATION DESCRIPTION
 HG0090
 HG0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0090'2 MI E FROM CUNNINGHAM.
 HG0090'ABOUT 2.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0090'RAILWAY FROM THE STATION AT CUNNINGHAM, KINGMAN COUNTY, ABOUT
 HG0090'250 YARDS EAST OF MILEPOST 60, 38 FEET SOUTH OF THE CENTER LINE
 HG0090'OF THE TRACK, AND 10 FEET NORTH OF A FENCE CORNER.  A STANDARD
 HG0090'DISK, STAMPED R 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0695 ***********************************************************************
 HG0695  DESIGNATION -  R 360
 HG0695  PID         -  HG0695
 HG0695  STATE/COUNTY-  KS/PRATT
 HG0695  USGS QUAD   -  COATS NE (1968)
 HG0695
 HG0695                         *CURRENT SURVEY CONTROL
 HG0695  ___________________________________________________________________
 HG0695* NAD 83(1986)-  37 38 29.     (N)    098 46 45.     (W)     SCALED    
 HG0695* NAVD 88     -       579.254  (meters)    1900.44   (feet)  ADJUSTED  
 HG0695  ___________________________________________________________________
 HG0695  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 HG0695  DYNAMIC HT  -         578.767 (meters)    1898.84  (feet)  COMP
 HG0695  MODELED GRAV-     979,770.7   (mgal)                       NAVD 88
 HG0695
 HG0695  VERT ORDER  -  FIRST     CLASS II
 HG0695
 HG0695.The horizontal coordinates were scaled from a topographic map and have
 HG0695.an estimated accuracy of +/- 6 seconds.
 HG0695
 HG0695.The orthometric height was determined by differential leveling
 HG0695.and adjusted by the National Geodetic Survey in June 1991..
 HG0695
 HG0695.The geoid height was determined by GEOID03.
 HG0695
 HG0695.The dynamic height is computed by dividing the NAVD 88
 HG0695.geopotential number by the normal gravity value computed on the
 HG0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0695.degrees latitude (g = 980.6199 gals.).
 HG0695
 HG0695.The modeled gravity was interpolated from observed gravity values.
 HG0695
 HG0695;                    North         East    Units  Estimated Accuracy
 HG0695;SPC KS S     -   508,220.      375,360.      MT  (+/- 180 meters Scaled)
 HG0695
 HG0695                          SUPERSEDED SURVEY CONTROL
 HG0695
 HG0695.No superseded survey control is available for this station.
 HG0695
 HG0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG194660(NAD 83)
 HG0695_MARKER: I = METAL ROD
 HG0695_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HG0695_SP_SET: STAINLESS STEEL ROD
 HG0695_STAMPING: R 360 1986
 HG0695_MARK LOGO: NGS   
 HG0695_PROJECTION: FLUSH
 HG0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HG0695_ROD/PIPE-DEPTH: 13.4 meters
 HG0695
 HG0695  HISTORY     - Date     Condition        Report By
 HG0695  HISTORY     - 1986     MONUMENTED       NGS
 HG0695
 HG0695                          STATION DESCRIPTION
 HG0695
 HG0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0695'3.5 KM (2.2 MI) WEST FROM PRATT.
 HG0695'3.53 KM (2.21 MI) WEST ALONG US HIGHWAY 54 FROM THE JUNCTION OF US
 HG0695'HIGHWAY 281 AT PRATT, 30.1 METERS (99 FT) SOUTH OF THE HIGHWAY
 HG0695'CENTERLINE, 26.5 METERS (87 FT) SOUTHWEST ACROSS A FRONTAGE ROAD FROM
 HG0695'MILEPOST 136, 10.6 METERS (35 FT) SOUTH OF THE CENTER OF THE ROAD, 0.9
 HG0695'METER (3 FT) WEST OF A BURIED CABLE ROUTE SIGN.  NOTE--ACCESS TO DATUM
 HG0695'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HG0695'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HG0695'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0468 ***********************************************************************
 JH0468  DESIGNATION -  R 361
 JH0468  PID         -  JH0468
 JH0468  STATE/COUNTY-  KS/SCOTT
 JH0468  USGS QUAD   -  LAKE SCOTT NE (1976)
 JH0468
 JH0468                         *CURRENT SURVEY CONTROL
 JH0468  ___________________________________________________________________
 JH0468* NAD 83(1986)-  38 39 21.     (N)    100 52 19.     (W)     SCALED    
 JH0468* NAVD 88     -       914.643  (meters)    3000.79   (feet)  ADJUSTED  
 JH0468  ___________________________________________________________________
 JH0468  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 JH0468  DYNAMIC HT  -         913.889 (meters)    2998.32  (feet)  COMP
 JH0468  MODELED GRAV-     979,772.4   (mgal)                       NAVD 88
 JH0468
 JH0468  VERT ORDER  -  FIRST     CLASS II
 JH0468
 JH0468.The horizontal coordinates were scaled from a topographic map and have
 JH0468.an estimated accuracy of +/- 6 seconds.
 JH0468
 JH0468.The orthometric height was determined by differential leveling
 JH0468.and adjusted by the National Geodetic Survey in June 1991..
 JH0468
 JH0468.The geoid height was determined by GEOID03.
 JH0468
 JH0468.The dynamic height is computed by dividing the NAVD 88
 JH0468.geopotential number by the normal gravity value computed on the
 JH0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0468.degrees latitude (g = 980.6199 gals.).
 JH0468
 JH0468.The modeled gravity was interpolated from observed gravity values.
 JH0468
 JH0468;                    North         East    Units  Estimated Accuracy
 JH0468;SPC KS S     -   623,400.      193,550.      MT  (+/- 180 meters Scaled)
 JH0468
 JH0468                          SUPERSEDED SURVEY CONTROL
 JH0468
 JH0468.No superseded survey control is available for this station.
 JH0468
 JH0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH371802(NAD 83)
 JH0468_MARKER: I = METAL ROD
 JH0468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0468_SP_SET: STAINLESS STEEL ROD
 JH0468_STAMPING: R 361 1986
 JH0468_MARK LOGO: NGS   
 JH0468_PROJECTION: FLUSH
 JH0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0468_ROD/PIPE-DEPTH: 8.2  meters
 JH0468
 JH0468  HISTORY     - Date     Condition        Report By
 JH0468  HISTORY     - 1986     MONUMENTED       NGS
 JH0468
 JH0468                          STATION DESCRIPTION
 JH0468
 JH0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0468'19.8 KM (12.3 MI) NORTH FROM SCOTT CITY.
 JH0468'19.87 KM (12.41 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT
 JH0468'SCOTT CITY, NEAR A 5-POINT INTERSECTION, 0.31 KM (0.19 MI) NORTH OF
 JH0468'MILEPOST 119, 17.6 METERS (58 FT) EAST OF THE HIGHWAY CENTERLINE, 74.0
 JH0468'METERS (243 FT) SOUTH OF THE CENTER OF THE INTERSECTION, 14.0 METERS
 JH0468'(46 FT) WEST OF THE CENTER OF A GRAVEL ROAD AND 0.3 METER (1 FT)
 JH0468'NORTHWEST OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM
 JH0468'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0468'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0468'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0464 ***********************************************************************
 KG0464  DESIGNATION -  R 362
 KG0464  PID         -  KG0464
 KG0464  STATE/COUNTY-  KS/TREGO
 KG0464  USGS QUAD   -  WA KEENEY EAST (1962)
 KG0464
 KG0464                         *CURRENT SURVEY CONTROL
 KG0464  ___________________________________________________________________
 KG0464* NAD 83(1986)-  39 05 18.     (N)    099 52 11.     (W)     SCALED    
 KG0464* NAVD 88     -       695.703  (meters)    2282.49   (feet)  ADJUSTED  
 KG0464  ___________________________________________________________________
 KG0464  GEOID HEIGHT-         -25.66  (meters)                     GEOID03
 KG0464  DYNAMIC HT  -         695.184 (meters)    2280.78  (feet)  COMP
 KG0464  MODELED GRAV-     979,857.8   (mgal)                       NAVD 88
 KG0464
 KG0464  VERT ORDER  -  FIRST     CLASS II
 KG0464
 KG0464.The horizontal coordinates were scaled from a topographic map and have
 KG0464.an estimated accuracy of +/- 6 seconds.
 KG0464
 KG0464.The orthometric height was determined by differential leveling
 KG0464.and adjusted by the National Geodetic Survey in June 1991..
 KG0464
 KG0464.The geoid height was determined by GEOID03.
 KG0464
 KG0464.The dynamic height is computed by dividing the NAVD 88
 KG0464.geopotential number by the normal gravity value computed on the
 KG0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0464.degrees latitude (g = 980.6199 gals.).
 KG0464
 KG0464.The modeled gravity was interpolated from observed gravity values.
 KG0464
 KG0464;                    North         East    Units  Estimated Accuracy
 KG0464;SPC KS N     -    85,480.      238,250.      MT  (+/- 180 meters Scaled)
 KG0464
 KG0464                          SUPERSEDED SURVEY CONTROL
 KG0464
 KG0464  NGVD 29 (02/14/92)  695.402  (m)         2281.50   (f) ADJUSTED    1 2
 KG0464
 KG0464.Superseded values are not recommended for survey control.
 KG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0464.See file dsdata.txt to determine how the superseded data were derived.
 KG0464
 KG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ247269(NAD 83)
 KG0464_MARKER: I = METAL ROD
 KG0464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KG0464_SP_SET: STAINLESS STEEL ROD
 KG0464_STAMPING: R 362 1986
 KG0464_MARK LOGO: NGS   
 KG0464_PROJECTION: FLUSH
 KG0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0464_ROD/PIPE-DEPTH: 4.2  meters
 KG0464
 KG0464  HISTORY     - Date     Condition        Report By
 KG0464  HISTORY     - 1986     MONUMENTED       NGS
 KG0464  HISTORY     - 20060412 GOOD             GEOCAC
 KG0464
 KG0464                          STATION DESCRIPTION
 KG0464
 KG0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0464'6.8 KM (4.2 MI) NORTH FROM WAKEENEY.
 KG0464'6.85 KM (4.28 MI) NORTH ALONG US HIGHWAY 283 FROM THE HIGH SCHOOL AT
 KG0464'WAKEENEY, IN THE NORTHEAST CORNER OF THE T JUNCTION OF A DIRT ROAD,
 KG0464'31.8 METERS (104.5 FT) EAST OF THE HIGHWAY CENTERLINE, 54.8 METERS
 KG0464'(180 FT) NORTHEAST OF MILEPOST 152, 17.6 METERS (58 FT) NORTH OF THE
 KG0464'CENTER OF THE ROAD, 1.5 METER (5 FT) NORTH OF A POWER POLE, 0.6 METER
 KG0464'(2 FT) NORTH OF A CONCRETE RIGHT OF WAY MARKER AND 0.4 METER (1.5 FT)
 KG0464'WEST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KG0464'5-INCH LOGO CAP.
 KG0464'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KG0464'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
 KG0464
 KG0464                          STATION RECOVERY (2006)
 KG0464
 KG0464'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KG0464'HANDHELD COORDINATES N39-05-18.18 W099-52-10.50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0420 ***********************************************************************
 JH0420  DESIGNATION -  R 363
 JH0420  PID         -  JH0420
 JH0420  STATE/COUNTY-  KS/FINNEY
 JH0420  USGS QUAD   -  WOLF (1965)
 JH0420
 JH0420                         *CURRENT SURVEY CONTROL
 JH0420  ___________________________________________________________________
 JH0420* NAD 83(1986)-  38 00 10.     (N)    101 04 36.     (W)     SCALED    
 JH0420* NAVD 88     -       904.036  (meters)    2965.99   (feet)  ADJUSTED  
 JH0420  ___________________________________________________________________
 JH0420  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 JH0420  DYNAMIC HT  -         903.228 (meters)    2963.34  (feet)  COMP
 JH0420  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 JH0420
 JH0420  VERT ORDER  -  FIRST     CLASS II
 JH0420
 JH0420.The horizontal coordinates were scaled from a topographic map and have
 JH0420.an estimated accuracy of +/- 6 seconds.
 JH0420
 JH0420.The orthometric height was determined by differential leveling
 JH0420.and adjusted by the National Geodetic Survey in June 1991..
 JH0420
 JH0420.The geoid height was determined by GEOID03.
 JH0420
 JH0420.The dynamic height is computed by dividing the NAVD 88
 JH0420.geopotential number by the normal gravity value computed on the
 JH0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0420.degrees latitude (g = 980.6199 gals.).
 JH0420
 JH0420.The modeled gravity was interpolated from observed gravity values.
 JH0420
 JH0420;                    North         East    Units  Estimated Accuracy
 JH0420;SPC KS S     -   551,420.      173,740.      MT  (+/- 180 meters Scaled)
 JH0420
 JH0420                          SUPERSEDED SURVEY CONTROL
 JH0420
 JH0420.No superseded survey control is available for this station.
 JH0420
 JH0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH176081(NAD 83)
 JH0420_MARKER: I = METAL ROD
 JH0420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JH0420_SP_SET: STAINLESS STEEL ROD
 JH0420_STAMPING: R 363 1986
 JH0420_MARK LOGO: NGS   
 JH0420_PROJECTION: FLUSH
 JH0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JH0420_ROD/PIPE-DEPTH: 9.7  meters
 JH0420
 JH0420  HISTORY     - Date     Condition        Report By
 JH0420  HISTORY     - 1986     MONUMENTED       NGS
 JH0420  HISTORY     - 20030603 GOOD             USGS
 JH0420
 JH0420                          STATION DESCRIPTION
 JH0420
 JH0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JH0420'9.6 KM (5.95 MI) WEST FROM HOLCOMB.
 JH0420'0.3 KM (0.2 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE AT
 JH0420'HOLCOMB, THENCE 1.9 KM (1.2 MI) NORTH ALONG OLD HIGHWAY 50, THENCE 7.4
 JH0420'KM (4.6 MI) WEST ALONG US HIGHWAY 50, AT A DIRT ROAD LEADING SOUTH,
 JH0420'17.9 METERS (58.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 31.7 METERS
 JH0420'(104 FT) WEST OF THE CENTER OF THE ROAD, 26.1 METERS (85.5 FT) WEST OF
 JH0420'A GARDEN CITY SIGN, 12.0 METERS (39.3 FT) EAST OF A TELEPHONE JUNCTION
 JH0420'BOX AND 0.3 METER (1 FT) NORTH OF AN ELECTRIC FENCE.  NOTE--ACCESS TO
 JH0420'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JH0420'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JH0420'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JH0420
 JH0420                          STATION RECOVERY (2003)
 JH0420
 JH0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (RWG)
 JH0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0516 ***********************************************************************
 KG0516  DESIGNATION -  R 364
 KG0516  PID         -  KG0516
 KG0516  STATE/COUNTY-  KS/NORTON
 KG0516  USGS QUAD   -  NORTON (1978)
 KG0516
 KG0516                         *CURRENT SURVEY CONTROL
 KG0516  ___________________________________________________________________
 KG0516* NAD 83(1986)-  39 48 30.     (N)    099 53 21.     (W)     SCALED    
 KG0516* NAVD 88     -       722.150  (meters)    2369.25   (feet)  ADJUSTED  
 KG0516  ___________________________________________________________________
 KG0516  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 KG0516  DYNAMIC HT  -         721.674 (meters)    2367.69  (feet)  COMP
 KG0516  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 KG0516
 KG0516  VERT ORDER  -  FIRST     CLASS II
 KG0516
 KG0516.The horizontal coordinates were scaled from a topographic map and have
 KG0516.an estimated accuracy of +/- 6 seconds.
 KG0516
 KG0516.The orthometric height was determined by differential leveling
 KG0516.and adjusted by the National Geodetic Survey in June 1991..
 KG0516
 KG0516.The geoid height was determined by GEOID03.
 KG0516
 KG0516.The dynamic height is computed by dividing the NAVD 88
 KG0516.geopotential number by the normal gravity value computed on the
 KG0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0516.degrees latitude (g = 980.6199 gals.).
 KG0516
 KG0516.The modeled gravity was interpolated from observed gravity values.
 KG0516
 KG0516;                    North         East    Units  Estimated Accuracy
 KG0516;SPC KS N     -   165,440.      238,240.      MT  (+/- 180 meters Scaled)
 KG0516
 KG0516                          SUPERSEDED SURVEY CONTROL
 KG0516
 KG0516  NGVD 29 (02/14/92)  721.890  (m)         2368.40   (f) ADJUSTED    1 2
 KG0516
 KG0516.Superseded values are not recommended for survey control.
 KG0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0516.See file dsdata.txt to determine how the superseded data were derived.
 KG0516
 KG0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK238068(NAD 83)
 KG0516_MARKER: DB = BENCH MARK DISK
 KG0516_SETTING: 66 = SET IN ROCK OUTCROP
 KG0516_SP_SET: ROCK OUTCROP
 KG0516_STAMPING: R 364 1986
 KG0516_MARK LOGO: NGS   
 KG0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KG0516+STABILITY: POSITION/ELEVATION WELL
 KG0516
 KG0516  HISTORY     - Date     Condition        Report By
 KG0516  HISTORY     - 1986     MONUMENTED       NGS
 KG0516
 KG0516                          STATION DESCRIPTION
 KG0516
 KG0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0516'3.4 KM (2.1 MI) SOUTH FROM NORTON.
 KG0516'3.4 KM (2.1 MI) SOUTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0516'HIGHWAY 36 AT NORTON, IN TOP OF AND 0.3 METER (1 FT) NORTH OF THE
 KG0516'SOUTH END OF A 2 BY 3 FOOT SHELF OF GRAY SANDSTONE IN THE BASE OF A
 KG0516'LOW CUT, 0.17 KM (0.1 MI) NORTH OF MILEPOST 204, 9.3 METERS (30.5 FT)
 KG0516'EAST OF THE HIGHWAY CENTERLINE, 118.5 METERS (389 FT) NORTH OF CENTER
 KG0516'OF AN ENTRANCE ROAD LEADING TO A RADIO TOWER, 67.3 METERS (221 FT)
 KG0516'SOUTH OF THE NORTH END OF THE CUT, 0.15 METER (0.5 FT) EAST OF THE
 KG0516'WEST EDGE OF THE SHELF.
 KG0516'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 KG0516'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0500 ***********************************************************************
 KG0500  DESIGNATION -  R 365
 KG0500  PID         -  KG0500
 KG0500  STATE/COUNTY-  KS/NORTON
 KG0500  USGS QUAD   -  EDMOND SE (1978)
 KG0500
 KG0500                         *CURRENT SURVEY CONTROL
 KG0500  ___________________________________________________________________
 KG0500* NAD 83(1986)-  39 34 42.     (N)    099 50 59.     (W)     SCALED    
 KG0500* NAVD 88     -       716.485  (meters)    2350.67   (feet)  ADJUSTED  
 KG0500  ___________________________________________________________________
 KG0500  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 KG0500  DYNAMIC HT  -         715.984 (meters)    2349.02  (feet)  COMP
 KG0500  MODELED GRAV-     979,904.3   (mgal)                       NAVD 88
 KG0500
 KG0500  VERT ORDER  -  FIRST     CLASS II
 KG0500
 KG0500.The horizontal coordinates were scaled from a topographic map and have
 KG0500.an estimated accuracy of +/- 6 seconds.
 KG0500
 KG0500.The orthometric height was determined by differential leveling
 KG0500.and adjusted by the National Geodetic Survey in June 1991..
 KG0500
 KG0500.The geoid height was determined by GEOID03.
 KG0500
 KG0500.The dynamic height is computed by dividing the NAVD 88
 KG0500.geopotential number by the normal gravity value computed on the
 KG0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0500.degrees latitude (g = 980.6199 gals.).
 KG0500
 KG0500.The modeled gravity was interpolated from observed gravity values.
 KG0500
 KG0500;                    North         East    Units  Estimated Accuracy
 KG0500;SPC KS N     -   139,840.      241,090.      MT  (+/- 180 meters Scaled)
 KG0500
 KG0500                          SUPERSEDED SURVEY CONTROL
 KG0500
 KG0500  NGVD 29 (02/14/92)  716.202  (m)         2349.74   (f) ADJUSTED    1 2
 KG0500
 KG0500.Superseded values are not recommended for survey control.
 KG0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0500.See file dsdata.txt to determine how the superseded data were derived.
 KG0500
 KG0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ270813(NAD 83)
 KG0500_MARKER: DB = BENCH MARK DISK
 KG0500_SETTING: 66 = SET IN ROCK OUTCROP
 KG0500_SP_SET: ROCK OUTCROP
 KG0500_STAMPING: R 365 1986
 KG0500_MARK LOGO: NGS   
 KG0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KG0500+STABILITY: POSITION/ELEVATION WELL
 KG0500
 KG0500  HISTORY     - Date     Condition        Report By
 KG0500  HISTORY     - 1986     MONUMENTED       NGS
 KG0500
 KG0500                          STATION DESCRIPTION
 KG0500
 KG0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KG0500'23.5 KM (14.6 MI) NORTH FROM HILL CITY.
 KG0500'23.53 KM (14.70 MI) NORTH ALONG US HIGHWAY 283 FROM THE JUNCTION OF US
 KG0500'HIGHWAY 24 AT HILL CITY, IN TOP OF THE HIGHEST POINT OF A 4 BY 5 FOOT
 KG0500'PORTION OF OUTCROP PROJECTING 1-FOOT ABOVE THE SURFACE OF THE GROUND,
 KG0500'ON TOP OF THE WEST BANK OF A RAVINE, 0.37 KM (0.23 MI) NORTH OF
 KG0500'MILEPOST 186, 52.3 METERS (171.5 FT) EAST OF THE HIGHWAY CENTERLINE,
 KG0500'41.3 METERS (135.5 FT) EAST OF THE SOUTHEAST CORNER OF THE EAST
 KG0500'HEADWALL FOR A 2-FOOT CULVERT AND 15.2 METERS (50 FT) EAST OF A FENCE.
 KG0500'THE MARK IS 15.3 METERS  E FROM  A WITNESS POST
 KG0500'THE MARK IS 4.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1071 ***********************************************************************
 KE1071  DESIGNATION -  R 367
 KE1071  PID         -  KE1071
 KE1071  STATE/COUNTY-  KS/SHAWNEE
 KE1071  USGS QUAD   -  GRANTVILLE (1983)
 KE1071
 KE1071                         *CURRENT SURVEY CONTROL
 KE1071  ___________________________________________________________________
 KE1071* NAD 83(1986)-  39 02 13.     (N)    095 32 03.     (W)     SCALED    
 KE1071* NAVD 88     -       301.151  (meters)     988.03   (feet)  ADJUSTED  
 KE1071  ___________________________________________________________________
 KE1071  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KE1071  DYNAMIC HT  -         300.956 (meters)     987.39  (feet)  COMP
 KE1071  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 KE1071
 KE1071  VERT ORDER  -  FIRST     CLASS II
 KE1071
 KE1071.The horizontal coordinates were scaled from a topographic map and have
 KE1071.an estimated accuracy of +/- 6 seconds.
 KE1071
 KE1071.The orthometric height was determined by differential leveling
 KE1071.and adjusted by the National Geodetic Survey in June 1991..
 KE1071
 KE1071.The geoid height was determined by GEOID03.
 KE1071
 KE1071.The dynamic height is computed by dividing the NAVD 88
 KE1071.geopotential number by the normal gravity value computed on the
 KE1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1071.degrees latitude (g = 980.6199 gals.).
 KE1071
 KE1071.The modeled gravity was interpolated from observed gravity values.
 KE1071
 KE1071;                    North         East    Units  Estimated Accuracy
 KE1071;SPC KS N     -    81,020.      613,460.      MT  (+/- 180 meters Scaled)
 KE1071
 KE1071                          SUPERSEDED SURVEY CONTROL
 KE1071
 KE1071.No superseded survey control is available for this station.
 KE1071
 KE1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD806239(NAD 83)
 KE1071_MARKER: I = METAL ROD
 KE1071_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KE1071+WITH SETTING: INFORMATION.
 KE1071_SP_SET: SHALLOW-SET METAL ROD
 KE1071_STAMPING: R 367 1986
 KE1071_MARK LOGO: NGS   
 KE1071_PROJECTION: FLUSH
 KE1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1071_ROD/PIPE-DEPTH: 2.9  meters
 KE1071
 KE1071  HISTORY     - Date     Condition        Report By
 KE1071  HISTORY     - 1986     MONUMENTED       NGS
 KE1071
 KE1071                          STATION DESCRIPTION
 KE1071
 KE1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KE1071'14.6 KM (9.1 MI) EAST FROM TOPEKA.
 KE1071'0.7 KM (0.45 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KE1071'STATION IN TOPEKA, THENCE 1.9 KM (1.2 MI) SOUTH ALONG THE SANTA FE
 KE1071'RAILROAD, THENCE 12.0 KM (7.45 MI) EASTERLY ALONG U.S. HIGHWAY 40,
 KE1071'79.9 M (262.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 49.1 M
 KE1071'(161.1 FT) EAST-SOUTHEAST OF A DRIVEWAY LEADING NORTH, 36.0 M (118.1
 KE1071'FT) EAST OF A UTILITY POLE WITH A GUY WIRE, AND 9.9 M (32.5 FT) SOUTH
 KE1071'OF A PAVED ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KE1071'LOGO CAP.
 KE1071'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KE1071'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1600 ***********************************************************************
 JE1600  DESIGNATION -  R 368
 JE1600  PID         -  JE1600
 JE1600  STATE/COUNTY-  KS/DOUGLAS
 JE1600  USGS QUAD   -  EUDORA (1978)
 JE1600
 JE1600                         *CURRENT SURVEY CONTROL
 JE1600  ___________________________________________________________________
 JE1600* NAD 83(1986)-  38 55 50.     (N)    095 06 44.     (W)     SCALED    
 JE1600* NAVD 88     -       267.282  (meters)     876.91   (feet)  ADJUSTED  
 JE1600  ___________________________________________________________________
 JE1600  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 JE1600  DYNAMIC HT  -         267.107 (meters)     876.33  (feet)  COMP
 JE1600  MODELED GRAV-     979,968.5   (mgal)                       NAVD 88
 JE1600
 JE1600  VERT ORDER  -  FIRST     CLASS II
 JE1600
 JE1600.The horizontal coordinates were scaled from a topographic map and have
 JE1600.an estimated accuracy of +/- 6 seconds.
 JE1600
 JE1600.The orthometric height was determined by differential leveling
 JE1600.and adjusted by the National Geodetic Survey in June 1991..
 JE1600
 JE1600.The geoid height was determined by GEOID03.
 JE1600
 JE1600.The dynamic height is computed by dividing the NAVD 88
 JE1600.geopotential number by the normal gravity value computed on the
 JE1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1600.degrees latitude (g = 980.6199 gals.).
 JE1600
 JE1600.The modeled gravity was interpolated from observed gravity values.
 JE1600
 JE1600;                    North         East    Units  Estimated Accuracy
 JE1600;SPC KS N     -    70,290.      650,350.      MT  (+/- 180 meters Scaled)
 JE1600
 JE1600                          SUPERSEDED SURVEY CONTROL
 JE1600
 JE1600.No superseded survey control is available for this station.
 JE1600
 JE1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD169111(NAD 83)
 JE1600_MARKER: DB = BENCH MARK DISK
 JE1600_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1600_SP_SET: PIER
 JE1600_STAMPING: R 368 1986
 JE1600_MARK LOGO: NGS   
 JE1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1600
 JE1600  HISTORY     - Date     Condition        Report By
 JE1600  HISTORY     - 1986     MONUMENTED       NGS
 JE1600
 JE1600                          STATION DESCRIPTION
 JE1600
 JE1600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1600'16.7 KM (10.4 MI) EAST FROM LAWRENCE.
 JE1600'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 59 FROM ITS JUNCTION WITH
 JE1600'U.S. HIGHWAY 40 IN LAWRENCE, THENCE 13.3 KM (8.25 MI) EASTERLY ALONG
 JE1600'STATE HIGHWAY 10, SET VERTICALLY IN THE EAST FACE OF THE CENTER PIER
 JE1600'OF A PAVED ROAD OVERPASS OF THE HIGHWAY, 13.1 M (43.0 FT) SOUTH OF THE
 JE1600'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 12.8 M
 JE1600'(42.0 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 JE1600'HIGHWAY.
 JE1600'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0749 ***********************************************************************
 HG0749  DESIGNATION -  R 369
 HG0749  PID         -  HG0749
 HG0749  STATE/COUNTY-  KS/RENO
 HG0749  USGS QUAD   -  PRETTY PRAIRIE (1971)
 HG0749
 HG0749                         *CURRENT SURVEY CONTROL
 HG0749  ___________________________________________________________________
 HG0749* NAD 83(1986)-  37 46 51.     (N)    098 01 05.     (W)     SCALED    
 HG0749* NAVD 88     -       479.380  (meters)    1572.77   (feet)  ADJUSTED  
 HG0749  ___________________________________________________________________
 HG0749  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 HG0749  DYNAMIC HT  -         479.000 (meters)    1571.52  (feet)  COMP
 HG0749  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 HG0749
 HG0749  VERT ORDER  -  FIRST     CLASS II
 HG0749
 HG0749.The horizontal coordinates were scaled from a topographic map and have
 HG0749.an estimated accuracy of +/- 6 seconds.
 HG0749
 HG0749.The orthometric height was determined by differential leveling
 HG0749.and adjusted by the National Geodetic Survey in June 1991..
 HG0749
 HG0749.The geoid height was determined by GEOID03.
 HG0749
 HG0749.The dynamic height is computed by dividing the NAVD 88
 HG0749.geopotential number by the normal gravity value computed on the
 HG0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0749.degrees latitude (g = 980.6199 gals.).
 HG0749
 HG0749.The modeled gravity was interpolated from observed gravity values.
 HG0749
 HG0749;                    North         East    Units  Estimated Accuracy
 HG0749;SPC KS S     -   523,770.      442,450.      MT  (+/- 180 meters Scaled)
 HG0749
 HG0749                          SUPERSEDED SURVEY CONTROL
 HG0749
 HG0749.No superseded survey control is available for this station.
 HG0749
 HG0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG864819(NAD 83)
 HG0749_MARKER: DB = BENCH MARK DISK
 HG0749_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HG0749_SP_SET: FOUNDATION
 HG0749_STAMPING: R 369 1986
 HG0749_MARK LOGO: NGS   
 HG0749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HG0749+STABILITY: POSITION/ELEVATION WELL
 HG0749
 HG0749  HISTORY     - Date     Condition        Report By
 HG0749  HISTORY     - 1986     MONUMENTED       NGS
 HG0749
 HG0749                          STATION DESCRIPTION
 HG0749
 HG0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HG0749'IN PRETTY PRAIRIE.
 HG0749'IN PRETTY PRAIRIE, AT THE JUNCTION OF THE SANTA FE RAILROAD AND MAIN
 HG0749'STREET, IN TOP OF THE SOUTHWEST CORNER OF THE GRAIN PIT OF THE
 HG0749'COLLINGWOOD GRAIN ELEVATOR, 40.2 M (131.9 FT) NORTH OF THE CENTER OF
 HG0749'THE STREET, 14.8 M (48.6 FT) EAST OF THE NEAR RAIL, 2.3 M (7.5 FT)
 HG0749'WEST OF THE CENTER OF THE SOUTH ENTRANCE TO THE ELEVATOR, O.5 M (1.6
 HG0749'FT) NORTH OF THE SOUTH METAL WALL OF THE OFFICE, AND 0.4 M (1.3 FT)
 HG0749'EAST OF THE CONCRETE WALL OF THE ELEVATOR.
 HG0749'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0057 ***********************************************************************
 JH0057  DESIGNATION -  R 37
 JH0057  PID         -  JH0057
 JH0057  STATE/COUNTY-  KS/SCOTT
 JH0057  USGS QUAD   -  SCOTT CITY (1976)
 JH0057
 JH0057                         *CURRENT SURVEY CONTROL
 JH0057  ___________________________________________________________________
 JH0057* NAD 83(1986)-  38 29 14.     (N)    100 53 29.     (W)     SCALED    
 JH0057* NAVD 88     -       903.128  (meters)    2963.01   (feet)  ADJUSTED  
 JH0057  ___________________________________________________________________
 JH0057  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 JH0057  DYNAMIC HT  -         902.363 (meters)    2960.50  (feet)  COMP
 JH0057  MODELED GRAV-     979,750.6   (mgal)                       NAVD 88
 JH0057
 JH0057  VERT ORDER  -  FIRST     CLASS II
 JH0057
 JH0057.The horizontal coordinates were scaled from a topographic map and have
 JH0057.an estimated accuracy of +/- 6 seconds.
 JH0057
 JH0057.The orthometric height was determined by differential leveling
 JH0057.and adjusted by the National Geodetic Survey in June 1991..
 JH0057.WARNING-Repeat measurements at this control monument indicate possible
 JH0057.vertical movement.
 JH0057
 JH0057.The geoid height was determined by GEOID03.
 JH0057
 JH0057.The dynamic height is computed by dividing the NAVD 88
 JH0057.geopotential number by the normal gravity value computed on the
 JH0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0057.degrees latitude (g = 980.6199 gals.).
 JH0057
 JH0057.The modeled gravity was interpolated from observed gravity values.
 JH0057
 JH0057;                    North         East    Units  Estimated Accuracy
 JH0057;SPC KS S     -   604,740.      191,380.      MT  (+/- 180 meters Scaled)
 JH0057
 JH0057                          SUPERSEDED SURVEY CONTROL
 JH0057
 JH0057  NGVD 29 (??/??/92)  902.797  (m)         2961.93   (f) ADJ UNCH    1 2
 JH0057
 JH0057.Superseded values are not recommended for survey control.
 JH0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0057.See file dsdata.txt to determine how the superseded data were derived.
 JH0057
 JH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH350615(NAD 83)
 JH0057_MARKER: DB = BENCH MARK DISK
 JH0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0057_SP_SET: CONCRETE POST
 JH0057_STAMPING: R 37 1934
 JH0057_MARK LOGO: CGS   
 JH0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0057+STABILITY: SURFACE MOTION
 JH0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0057+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 JH0057
 JH0057  HISTORY     - Date     Condition        Report By
 JH0057  HISTORY     - UNK      MONUMENTED       CGS
 JH0057  HISTORY     - 1934     GOOD             NGS
 JH0057  HISTORY     - 1986     GOOD             NGS
 JH0057  HISTORY     - 20030919 GOOD             INDIV
 JH0057
 JH0057                          STATION DESCRIPTION
 JH0057
 JH0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JH0057'1 MI E FROM SCOTT CITY.
 JH0057'1 MILES EAST BY RAIL LOCATED ALONG THE R. OF W. OF THE MO. P.R.R.
 JH0057'EAST SIDE OF SECTION 18 R32W T18S 53 FT SOUTH CENTER LINE OF
 JH0057'SANTA FE TRACK 54 FT WEST MOP MILE POLE 681-31 38 FT N.W. CENTER
 JH0057'LINE OF MOP TRACK.
 JH0057
 JH0057                          STATION RECOVERY (1986)
 JH0057
 JH0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0057'RECOVERED IN GOOD CONDITION.
 JH0057
 JH0057                          STATION RECOVERY (2003)
 JH0057
 JH0057'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLE)
 JH0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0774 ***********************************************************************
 KF0774  DESIGNATION -  R 370
 KF0774  PID         -  KF0774
 KF0774  STATE/COUNTY-  KS/POTTAWATOMIE
 KF0774  USGS QUAD   -  ST GEORGE (1978)
 KF0774
 KF0774                         *CURRENT SURVEY CONTROL
 KF0774  ___________________________________________________________________
 KF0774* NAD 83(1986)-  39 11 28.     (N)    096 25 57.     (W)     SCALED    
 KF0774* NAVD 88     -       302.654  (meters)     992.96   (feet)  ADJUSTED  
 KF0774  ___________________________________________________________________
 KF0774  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 KF0774  DYNAMIC HT  -         302.455 (meters)     992.30  (feet)  COMP
 KF0774  MODELED GRAV-     979,962.0   (mgal)                       NAVD 88
 KF0774
 KF0774  VERT ORDER  -  FIRST     CLASS II
 KF0774
 KF0774.The horizontal coordinates were scaled from a topographic map and have
 KF0774.an estimated accuracy of +/- 6 seconds.
 KF0774
 KF0774.The orthometric height was determined by differential leveling
 KF0774.and adjusted by the National Geodetic Survey in June 1991..
 KF0774
 KF0774.The geoid height was determined by GEOID03.
 KF0774
 KF0774.The dynamic height is computed by dividing the NAVD 88
 KF0774.geopotential number by the normal gravity value computed on the
 KF0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0774.degrees latitude (g = 980.6199 gals.).
 KF0774
 KF0774.The modeled gravity was interpolated from observed gravity values.
 KF0774
 KF0774;                    North         East    Units  Estimated Accuracy
 KF0774;SPC KS N     -    96,400.      535,410.      MT  (+/- 180 meters Scaled)
 KF0774
 KF0774                          SUPERSEDED SURVEY CONTROL
 KF0774
 KF0774.No superseded survey control is available for this station.
 KF0774
 KF0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ217411(NAD 83)
 KF0774_MARKER: I = METAL ROD
 KF0774_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KF0774_SP_SET: STAINLESS STEEL ROD
 KF0774_STAMPING: R 370 1986
 KF0774_MARK LOGO: NGS   
 KF0774_PROJECTION: FLUSH
 KF0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0774_ROD/PIPE-DEPTH: 7.6  meters
 KF0774
 KF0774  HISTORY     - Date     Condition        Report By
 KF0774  HISTORY     - 1986     MONUMENTED       NGS
 KF0774
 KF0774                          STATION DESCRIPTION
 KF0774
 KF0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KF0774'11.2 KM (6.95 MI) EAST FROM MANHATTAN.
 KF0774'11.2 KM (6.95 MI) EASTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KF0774'STATION IN MANHATTAN, 72.8 M (238.8 FT) WEST OF THE WEST END OF
 KF0774'RAILROAD BRIDGE NUMBER 112, AND 14.0 M (45.9 FT) NORTH OF THE NEAR
 KF0774'RAIL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KF0774'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 KF0774'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1615 ***********************************************************************
 JE1615  DESIGNATION -  R 371
 JE1615  PID         -  JE1615
 JE1615  STATE/COUNTY-  KS/JOHNSON
 JE1615  USGS QUAD   -  DE SOTO (1991)
 JE1615
 JE1615                         *CURRENT SURVEY CONTROL
 JE1615  ___________________________________________________________________
 JE1615* NAD 83(1986)-  38 56 51.     (N)    094 53 09.     (W)     SCALED    
 JE1615* NAVD 88     -       297.305  (meters)     975.41   (feet)  ADJUSTED  
 JE1615  ___________________________________________________________________
 JE1615  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 JE1615  DYNAMIC HT  -         297.109 (meters)     974.77  (feet)  COMP
 JE1615  MODELED GRAV-     979,961.9   (mgal)                       NAVD 88
 JE1615
 JE1615  VERT ORDER  -  FIRST     CLASS II
 JE1615
 JE1615.The horizontal coordinates were scaled from a topographic map and have
 JE1615.an estimated accuracy of +/- 6 seconds.
 JE1615
 JE1615.The orthometric height was determined by differential leveling
 JE1615.and adjusted by the National Geodetic Survey in June 1991..
 JE1615
 JE1615.The geoid height was determined by GEOID03.
 JE1615
 JE1615.The dynamic height is computed by dividing the NAVD 88
 JE1615.geopotential number by the normal gravity value computed on the
 JE1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1615.degrees latitude (g = 980.6199 gals.).
 JE1615
 JE1615.The modeled gravity was interpolated from observed gravity values.
 JE1615
 JE1615;                    North         East    Units  Estimated Accuracy
 JE1615;SPC KS N     -    72,820.      669,910.      MT  (+/- 180 meters Scaled)
 JE1615
 JE1615                          SUPERSEDED SURVEY CONTROL
 JE1615
 JE1615.No superseded survey control is available for this station.
 JE1615
 JE1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD365126(NAD 83)
 JE1615_MARKER: DB = BENCH MARK DISK
 JE1615_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JE1615_SP_SET: PIER
 JE1615_STAMPING: R 371 1986
 JE1615_MARK LOGO: NGS   
 JE1615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JE1615+STABILITY: POSITION/ELEVATION WELL
 JE1615
 JE1615  HISTORY     - Date     Condition        Report By
 JE1615  HISTORY     - 1986     MONUMENTED       NGS
 JE1615
 JE1615                          STATION DESCRIPTION
 JE1615
 JE1615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JE1615'29.9 KM (18.6 MI) WEST FROM SHAWNEE.
 JE1615'14.3 KM (8.9 MI) WESTERLY ALONG STATE HIGHWAY 12 FROM ITS JUNCTION
 JE1615'WITH INTERSTATE HIGHWAY 35 IN SHAWNEE, THENCE 7.4 KM (4.6 MI)
 JE1615'SOUTHERLY ALONG STATE HIGHWAY 7, THENCE 3.0 KM (1.85 MI) WESTERLY
 JE1615'ALONG STATE HIGHWAY 10, SET VERTICALLY IN THE EAST FACE OF THE MOST
 JE1615'SOUTHERLY 1 OF 3 COLUMNS OF THE FIRST PIER EAST OF THE WEST ABUTMENT
 JE1615'OF THE EAST BOUND HIGHWAY OVERPASS OF 103RD STREET, AND 5.0 M
 JE1615'(16.4 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY.
 JE1615'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6457 ***********************************************************************
 AE6457  DESIGNATION -  R 372
 AE6457  PID         -  AE6457
 AE6457  STATE/COUNTY-  KS/MARION
 AE6457  USGS QUAD   -  LEHIGH (1985)
 AE6457
 AE6457                         *CURRENT SURVEY CONTROL
 AE6457  ___________________________________________________________________
 AE6457* NAD 83(1986)-  38 19 29.     (N)    097 17 54.     (W)     SCALED    
 AE6457* NAVD 88     -       435.008  (meters)    1427.19   (feet)  ADJUSTED  
 AE6457  ___________________________________________________________________
 AE6457  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AE6457  DYNAMIC HT  -         434.679 (meters)    1426.11  (feet)  COMP
 AE6457  MODELED GRAV-     979,859.5   (mgal)                       NAVD 88
 AE6457
 AE6457  VERT ORDER  -  FIRST     CLASS II
 AE6457
 AE6457.The horizontal coordinates were scaled from a topographic map and have
 AE6457.an estimated accuracy of +/- 6 seconds.
 AE6457
 AE6457.The orthometric height was determined by differential leveling
 AE6457.and adjusted by the National Geodetic Survey in July 2002..
 AE6457
 AE6457.The geoid height was determined by GEOID03.
 AE6457
 AE6457.The dynamic height is computed by dividing the NAVD 88
 AE6457.geopotential number by the normal gravity value computed on the
 AE6457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6457.degrees latitude (g = 980.6199 gals.).
 AE6457
 AE6457.The modeled gravity was interpolated from observed gravity values.
 AE6457
 AE6457;                    North         East    Units  Estimated Accuracy
 AE6457;SPC KS S     -   584,700.      505,070.      MT  (+/- 180 meters Scaled)
 AE6457
 AE6457                          SUPERSEDED SURVEY CONTROL
 AE6457
 AE6457.No superseded survey control is available for this station.
 AE6457
 AE6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH487432(NAD 83)
 AE6457_MARKER: I = METAL ROD
 AE6457_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6457_STAMPING: R 372 1997
 AE6457_MARK LOGO: NGS   
 AE6457_PROJECTION: FLUSH
 AE6457_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6457+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE6457_ROD/PIPE-DEPTH: 7.3  meters
 AE6457_SLEEVE-DEPTH  : 0.9 meters
 AE6457
 AE6457  HISTORY     - Date     Condition        Report By
 AE6457  HISTORY     - 1997     MONUMENTED       NGS
 AE6457
 AE6457                          STATION DESCRIPTION
 AE6457
 AE6457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE6457'0.6 KM (0.35 MI) NORTHEASTERLY ALONG MAIN STREET FROM THE POST OFFICE
 AE6457'IN LEHIGH, THENCE 5.6 KM (3.45 MI) SOUTHERLY ALONG A COUNTY ROAD, 7.6
 AE6457'M (24.9 FT) EAST OF THE ROAD CENTER, 4.8 M (15.7 FT) SOUTHWEST OF A
 AE6457'GUY CABLE ANCHOR, 3.4 M (11.2 FT) SOUTH OF A UTILITY POLE WITH 2 GUY
 AE6457'CABLES, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0 FT)
 AE6457'WEST OF A WITNESS POST, AND ON THE EXTENDED CENTER OF A DRIVEWAY.
 AE6457'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE6457'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6464 ***********************************************************************
 AE6464  DESIGNATION -  R 375
 AE6464  PID         -  AE6464
 AE6464  STATE/COUNTY-  KS/MCPHERSON
 AE6464  USGS QUAD   -  CANTON (1985)
 AE6464
 AE6464                         *CURRENT SURVEY CONTROL
 AE6464  ___________________________________________________________________
 AE6464* NAD 83(1986)-  38 22 38.     (N)    097 27 51.     (W)     SCALED    
 AE6464* NAVD 88     -       478.727  (meters)    1570.62   (feet)  ADJUSTED  
 AE6464  ___________________________________________________________________
 AE6464  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AE6464  DYNAMIC HT  -         478.370 (meters)    1569.45  (feet)  COMP
 AE6464  MODELED GRAV-     979,868.7   (mgal)                       NAVD 88
 AE6464
 AE6464  VERT ORDER  -  FIRST     CLASS II
 AE6464
 AE6464.The horizontal coordinates were scaled from a topographic map and have
 AE6464.an estimated accuracy of +/- 6 seconds.
 AE6464
 AE6464.The orthometric height was determined by differential leveling
 AE6464.and adjusted by the National Geodetic Survey in July 2002..
 AE6464
 AE6464.The geoid height was determined by GEOID03.
 AE6464
 AE6464.The dynamic height is computed by dividing the NAVD 88
 AE6464.geopotential number by the normal gravity value computed on the
 AE6464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6464.degrees latitude (g = 980.6199 gals.).
 AE6464
 AE6464.The modeled gravity was interpolated from observed gravity values.
 AE6464
 AE6464;                    North         East    Units  Estimated Accuracy
 AE6464;SPC KS S     -   590,350.      490,510.      MT  (+/- 180 meters Scaled)
 AE6464
 AE6464                          SUPERSEDED SURVEY CONTROL
 AE6464
 AE6464.No superseded survey control is available for this station.
 AE6464
 AE6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH341487(NAD 83)
 AE6464_MARKER: I = METAL ROD
 AE6464_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6464_STAMPING: R 375 1998
 AE6464_MARK LOGO: NGS   
 AE6464_PROJECTION: FLUSH
 AE6464_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6464+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AE6464_ROD/PIPE-DEPTH: 8.4  meters
 AE6464_SLEEVE-DEPTH  : 0.9 meters
 AE6464
 AE6464  HISTORY     - Date     Condition        Report By
 AE6464  HISTORY     - 1998     MONUMENTED       NGS
 AE6464
 AE6464                          STATION DESCRIPTION
 AE6464
 AE6464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AE6464'14.0 KM (8.70 MI) EASTERLY ALONG U.S.  HIGHWAY 56 FROM THE JUNCTION OF
 AE6464'INTERSTATE HIGHWAY 135 IN MCPHERSON (EXIT 60) , 25.9 M (85.0 FT) NORTH
 AE6464'OF THE HIGHWAY CENTER, 16.3 M (53.5 FT) EAST OF THE CENTER OF 25TH
 AE6464'AVENUE, 12.3 M (40.4 FT) SOUTHEAST OF UTILITY POLE NUMBER TS174941,
 AE6464'0.5 M (1.6 FT) SOUTH OF A WITNESS POST AND A RIGHT-OF-WAY POST, AND
 AE6464'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE
 AE6464'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AE6464'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0232 ***********************************************************************
 HG0232  DESIGNATION -  R 38
 HG0232  PID         -  HG0232
 HG0232  STATE/COUNTY-  KS/KINGMAN
 HG0232  USGS QUAD   -  RAGO (1973)
 HG0232
 HG0232                         *CURRENT SURVEY CONTROL
 HG0232  ___________________________________________________________________
 HG0232* NAD 83(1986)-  37 27 17.     (N)    098 00 31.     (W)     SCALED    
 HG0232* NAVD 88     -       429.405  (meters)    1408.81   (feet)  ADJUSTED  
 HG0232  ___________________________________________________________________
 HG0232  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 HG0232  DYNAMIC HT  -         429.049 (meters)    1407.64  (feet)  COMP
 HG0232  MODELED GRAV-     979,790.4   (mgal)                       NAVD 88
 HG0232
 HG0232  VERT ORDER  -  SECOND    CLASS 0
 HG0232
 HG0232.The horizontal coordinates were scaled from a topographic map and have
 HG0232.an estimated accuracy of +/- 6 seconds.
 HG0232
 HG0232.The orthometric height was determined by differential leveling
 HG0232.and adjusted by the National Geodetic Survey in June 1991..
 HG0232
 HG0232.The geoid height was determined by GEOID03.
 HG0232
 HG0232.The dynamic height is computed by dividing the NAVD 88
 HG0232.geopotential number by the normal gravity value computed on the
 HG0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0232.degrees latitude (g = 980.6199 gals.).
 HG0232
 HG0232.The modeled gravity was interpolated from observed gravity values.
 HG0232
 HG0232;                    North         East    Units  Estimated Accuracy
 HG0232;SPC KS S     -   487,580.      443,480.      MT  (+/- 180 meters Scaled)
 HG0232
 HG0232                          SUPERSEDED SURVEY CONTROL
 HG0232
 HG0232  NGVD 29 (??/??/92)  429.274  (m)         1408.38   (f) ADJ UNCH    2 0
 HG0232
 HG0232.Superseded values are not recommended for survey control.
 HG0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0232.See file dsdata.txt to determine how the superseded data were derived.
 HG0232
 HG0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG876457(NAD 83)
 HG0232_MARKER: DB = BENCH MARK DISK
 HG0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0232_SP_SET: CONCRETE POST
 HG0232_STAMPING: R 38 1934
 HG0232_MARK LOGO: CGS   
 HG0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0232+STABILITY: SURFACE MOTION
 HG0232
 HG0232  HISTORY     - Date     Condition        Report By
 HG0232  HISTORY     - 1934     MONUMENTED       CGS
 HG0232  HISTORY     - 1986     GOOD             NGS
 HG0232
 HG0232                          STATION DESCRIPTION
 HG0232
 HG0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HG0232'1.8 MI W FROM ADAMS.
 HG0232'1.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HG0232'FROM ADAMS, AT MILEAGE 42.82, 56.0 FEET NORTHWEST OF THE CENTER OF
 HG0232'A COUNTY-ROAD GRADE CROSSING, 31.0 FEET WEST OF THE CENTERLINE
 HG0232'OF THE ROAD, AND 46.0 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 HG0232'A STANDARD DISK, STAMPED R 38 1934 AND SET IN THE TOP OF A
 HG0232'CONCRETE POST.
 HG0232
 HG0232                          STATION RECOVERY (1986)
 HG0232
 HG0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0448 ***********************************************************************
 HF0448  DESIGNATION -  R 39
 HF0448  PID         -  HF0448
 HF0448  STATE/COUNTY-  KS/SEDGWICK
 HF0448  USGS QUAD   -  ANDOVER (1982)
 HF0448
 HF0448                         *CURRENT SURVEY CONTROL
 HF0448  ___________________________________________________________________
 HF0448* NAD 83(1986)-  37 42 56.     (N)    097 12 16.     (W)     SCALED    
 HF0448* NAVD 88     -       415.058  (meters)    1361.74   (feet)  ADJUSTED  
 HF0448  ___________________________________________________________________
 HF0448  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 HF0448  DYNAMIC HT  -         414.734 (meters)    1360.67  (feet)  COMP
 HF0448  MODELED GRAV-     979,838.0   (mgal)                       NAVD 88
 HF0448
 HF0448  VERT ORDER  -  SECOND    CLASS 0
 HF0448
 HF0448.The horizontal coordinates were scaled from a topographic map and have
 HF0448.an estimated accuracy of +/- 6 seconds.
 HF0448
 HF0448.The orthometric height was determined by differential leveling
 HF0448.and adjusted by the National Geodetic Survey in June 1991..
 HF0448
 HF0448.The geoid height was determined by GEOID03.
 HF0448
 HF0448.The dynamic height is computed by dividing the NAVD 88
 HF0448.geopotential number by the normal gravity value computed on the
 HF0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0448.degrees latitude (g = 980.6199 gals.).
 HF0448
 HF0448.The modeled gravity was interpolated from observed gravity values.
 HF0448
 HF0448;                    North         East    Units  Estimated Accuracy
 HF0448;SPC KS S     -   517,200.      514,220.      MT  (+/- 180 meters Scaled)
 HF0448
 HF0448                          SUPERSEDED SURVEY CONTROL
 HF0448
 HF0448  NGVD 29 (??/??/92)  414.911  (m)         1361.25   (f) ADJ UNCH    2 0
 HF0448
 HF0448.Superseded values are not recommended for survey control.
 HF0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0448.See file dsdata.txt to determine how the superseded data were derived.
 HF0448
 HF0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG582757(NAD 83)
 HF0448_MARKER: DB = BENCH MARK DISK
 HF0448_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HF0448_SP_SET: ABUTMENT
 HF0448_STAMPING: R 39 1934
 HF0448_MARK LOGO: CGS   
 HF0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HF0448
 HF0448  HISTORY     - Date     Condition        Report By
 HF0448  HISTORY     - 1934     MONUMENTED       CGS
 HF0448  HISTORY     - 1987     GOOD             NOSAMC
 HF0448
 HF0448                          STATION DESCRIPTION
 HF0448
 HF0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0448'8.2 MI E FROM WICHITA.
 HF0448'8.2 MILES EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0448'WICHITA, AT MILEAGE 497.25, AT A CONCRETE BRIDGE, IN THE TOP
 HF0448'OF THE NORTH END OF THE WEST ABUTMENT, AND 7 FEET NORTH OF THE
 HF0448'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED R 39 1934.
 HF0448
 HF0448                          STATION RECOVERY (1987)
 HF0448
 HF0448'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1987
 HF0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1630 ***********************************************************************
 KE1630  DESIGNATION -  R 396.71
 KE1630  PID         -  KE1630
 KE1630  STATE/COUNTY-  KS/LEAVENWORTH
 KE1630  USGS QUAD   -  LEAVENWORTH (1984)
 KE1630
 KE1630                         *CURRENT SURVEY CONTROL
 KE1630  ___________________________________________________________________
 KE1630* NAD 83(1986)-  39 19 00.     (N)    094 54 29.     (W)     SCALED    
 KE1630* NAVD 88     -       234.998  (meters)     770.99   (feet)  ADJUSTED  
 KE1630  ___________________________________________________________________
 KE1630  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KE1630  DYNAMIC HT  -         234.850 (meters)     770.50  (feet)  COMP
 KE1630  MODELED GRAV-     979,993.5   (mgal)                       NAVD 88
 KE1630
 KE1630  VERT ORDER  -  FIRST     CLASS II
 KE1630
 KE1630.The horizontal coordinates were scaled from a topographic map and have
 KE1630.an estimated accuracy of +/- 6 seconds.
 KE1630
 KE1630.The orthometric height was determined by differential leveling
 KE1630.and adjusted by the National Geodetic Survey in June 1991..
 KE1630
 KE1630.The geoid height was determined by GEOID03.
 KE1630
 KE1630.The dynamic height is computed by dividing the NAVD 88
 KE1630.geopotential number by the normal gravity value computed on the
 KE1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE1630.degrees latitude (g = 980.6199 gals.).
 KE1630
 KE1630.The modeled gravity was interpolated from observed gravity values.
 KE1630
 KE1630;                    North         East    Units  Estimated Accuracy
 KE1630;SPC KS N     -   113,710.      666,580.      MT  (+/- 180 meters Scaled)
 KE1630
 KE1630                          SUPERSEDED SURVEY CONTROL
 KE1630
 KE1630.No superseded survey control is available for this station.
 KE1630
 KE1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD355536(NAD 83)
 KE1630_MARKER: DB = BENCH MARK DISK
 KE1630_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KE1630_SP_SET: ABUTMENT
 KE1630_STAMPING: R 396.71 1988
 KE1630_MARK LOGO: USE   
 KE1630_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KE1630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1630+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1989
 KE1630
 KE1630  HISTORY     - Date     Condition        Report By
 KE1630  HISTORY     - 1988     MONUMENTED       USE
 KE1630  HISTORY     - 19890822 GOOD             NGS
 KE1630  HISTORY     - 20050704 MARK NOT FOUND   GEOCAC
 KE1630
 KE1630                          STATION DESCRIPTION
 KE1630
 KE1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KE1630'1.4 KM (0.85 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 KE1630'JUNCTION OF STATE HIGHWAY 92 IN LEAVENWORTH, A DISK CRIMPED TO A
 KE1630'METAL ROD AND CEMENTED IN A DRILL HOLE NEAR THE CENTER OF AN
 KE1630'ABANDONED RAILROAD BRIDGE ABUTMENT, 40.6 M (133.2 FT) EAST OF THE
 KE1630'NEAR RAIL, 12.1 M (39.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF AN
 KE1630'ABANDONED RAILROAD STATION, AND LEVEL WITH THE TRACK.
 KE1630
 KE1630                          STATION RECOVERY (2005)
 KE1630
 KE1630'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0160 ***********************************************************************
 JG0160  DESIGNATION -  R 40
 JG0160  PID         -  JG0160
 JG0160  STATE/COUNTY-  KS/STAFFORD
 JG0160  USGS QUAD   -  HUDSON (1971)
 JG0160
 JG0160                         *CURRENT SURVEY CONTROL
 JG0160  ___________________________________________________________________
 JG0160* NAD 83(1986)-  38 06 54.     (N)    098 41 01.     (W)     SCALED    
 JG0160* NAVD 88     -       570.627  (meters)    1872.13   (feet)  ADJUSTED  
 JG0160  ___________________________________________________________________
 JG0160  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 JG0160  DYNAMIC HT  -         570.183 (meters)    1870.68  (feet)  COMP
 JG0160  MODELED GRAV-     979,832.4   (mgal)                       NAVD 88
 JG0160
 JG0160  VERT ORDER  -  SECOND    CLASS 0
 JG0160
 JG0160.The horizontal coordinates were scaled from a topographic map and have
 JG0160.an estimated accuracy of +/- 6 seconds.
 JG0160
 JG0160.The orthometric height was determined by differential leveling
 JG0160.and adjusted by the National Geodetic Survey in June 1991..
 JG0160
 JG0160.The geoid height was determined by GEOID03.
 JG0160
 JG0160.The dynamic height is computed by dividing the NAVD 88
 JG0160.geopotential number by the normal gravity value computed on the
 JG0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0160.degrees latitude (g = 980.6199 gals.).
 JG0160
 JG0160.The modeled gravity was interpolated from observed gravity values.
 JG0160
 JG0160;                    North         East    Units  Estimated Accuracy
 JG0160;SPC KS S     -   560,760.      383,900.      MT  (+/- 180 meters Scaled)
 JG0160
 JG0160                          SUPERSEDED SURVEY CONTROL
 JG0160
 JG0160  NGVD 29 (??/??/92)  570.480  (m)         1871.65   (f) ADJ UNCH    2 0
 JG0160
 JG0160.Superseded values are not recommended for survey control.
 JG0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0160.See file dsdata.txt to determine how the superseded data were derived.
 JG0160
 JG0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH277186(NAD 83)
 JG0160_MARKER: DB = BENCH MARK DISK
 JG0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0160+STABILITY: SURFACE MOTION
 JG0160
 JG0160  HISTORY     - Date     Condition        Report By
 JG0160  HISTORY     - UNK      MONUMENTED       CGS
 JG0160  HISTORY     - 1934     GOOD             NGS
 JG0160
 JG0160                          STATION DESCRIPTION
 JG0160
 JG0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0160'11.7 MI N FROM STAFFORD.
 JG0160'1.7 MILES NORTH OF STAFFORD, SET ON RIGHT OF WAY OF MISSOURI
 JG0160'PACIFIC R.R. 45 FT. SOUTH OF CENTER LINE OF TRACK.  30 FT. EAST
 JG0160'OF COUNTY ROAD CROSSING.  OPPOSITE M.P. 641.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0161 ***********************************************************************
 JG0161  DESIGNATION -  R 40 RESET
 JG0161  PID         -  JG0161
 JG0161  STATE/COUNTY-  KS/STAFFORD
 JG0161  USGS QUAD   -  HUDSON (1971)
 JG0161
 JG0161                         *CURRENT SURVEY CONTROL
 JG0161  ___________________________________________________________________
 JG0161* NAD 83(1986)-  38 06 54.     (N)    098 41 01.     (W)     SCALED    
 JG0161* NAVD 88     -       571.28   (meters)    1874.3    (feet)  RESET     
 JG0161  ___________________________________________________________________
 JG0161  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 JG0161
 JG0161  VERT ORDER  -  THIRD
 JG0161
 JG0161.The horizontal coordinates were scaled from a topographic map and have
 JG0161.an estimated accuracy of +/- 6 seconds.
 JG0161
 JG0161.The orthometric height was computed from unverified reset data.
 JG0161
 JG0161.The geoid height was determined by GEOID03.
 JG0161
 JG0161;                    North         East    Units  Estimated Accuracy
 JG0161;SPC KS S     -   560,760.      383,900.      MT  (+/- 180 meters Scaled)
 JG0161
 JG0161                          SUPERSEDED SURVEY CONTROL
 JG0161
 JG0161.No superseded survey control is available for this station.
 JG0161
 JG0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH277186(NAD 83)
 JG0161_MARKER: DB = BENCH MARK DISK
 JG0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0161_STAMPING: R 40 RESET 1936
 JG0161_MARK LOGO: CGS   
 JG0161_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0161+STABILITY: SURFACE MOTION
 JG0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JG0161+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1996
 JG0161
 JG0161  HISTORY     - Date     Condition        Report By
 JG0161  HISTORY     - 1936     MONUMENTED       LOCENG
 JG0161  HISTORY     - 19960530 GOOD             NFORK
 JG0161
 JG0161                          STATION DESCRIPTION
 JG0161
 JG0161'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936
 JG0161'11.7 MI N FROM STAFFORD.
 JG0161'ABOUT 11.7 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD
 JG0161'FROM STAFFORD, STAFFORD COUNTY, NEAR MILEPOST 641, AT THE
 JG0161'NORTHEAST CORNER OF THE NW-1/4 OF SEC. 30, T. 22 S., R. 12 W.,
 JG0161'ABOUT 75 FEET SOUTH OF THE CENTER OF A COUNTY ROAD CROSSING,
 JG0161'AND 47.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK,
 JG0161'STAMPED R 40 RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.
 JG0161
 JG0161                          STATION RECOVERY (1996)
 JG0161
 JG0161'RECOVERY NOTE BY NORTH FORK SURVEYING 1996
 JG0161'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0177 ***********************************************************************
 KE0177  DESIGNATION -  R 408.8
 KE0177  PID         -  KE0177
 KE0177  STATE/COUNTY-  KS/LEAVENWORTH
 KE0177  USGS QUAD   -  LEAVENWORTH (1984)
 KE0177
 KE0177                         *CURRENT SURVEY CONTROL
 KE0177  ___________________________________________________________________
 KE0177* NAD 83(1986)-  39 19 37.     (N)    094 54 37.     (W)     SCALED    
 KE0177* NAVD 88     -       236.888  (meters)     777.19   (feet)  ADJUSTED  
 KE0177  ___________________________________________________________________
 KE0177  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 KE0177  DYNAMIC HT  -         236.739 (meters)     776.70  (feet)  COMP
 KE0177  MODELED GRAV-     979,993.7   (mgal)                       NAVD 88
 KE0177
 KE0177  VERT ORDER  -  FIRST     CLASS II
 KE0177
 KE0177.The horizontal coordinates were scaled from a topographic map and have
 KE0177.an estimated accuracy of +/- 6 seconds.
 KE0177
 KE0177.The orthometric height was determined by differential leveling
 KE0177.and adjusted by the National Geodetic Survey in June 1991..
 KE0177
 KE0177.The geoid height was determined by GEOID03.
 KE0177
 KE0177.The dynamic height is computed by dividing the NAVD 88
 KE0177.geopotential number by the normal gravity value computed on the
 KE0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0177.degrees latitude (g = 980.6199 gals.).
 KE0177
 KE0177.The modeled gravity was interpolated from observed gravity values.
 KE0177
 KE0177;                    North         East    Units  Estimated Accuracy
 KE0177;SPC KS N     -   114,850.      666,350.      MT  (+/- 180 meters Scaled)
 KE0177
 KE0177                          SUPERSEDED SURVEY CONTROL
 KE0177
 KE0177  NGVD 29 (??/??/92)  236.801  (m)          776.90   (f) ADJ UNCH    1 2
 KE0177
 KE0177.Superseded values are not recommended for survey control.
 KE0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0177.See file dsdata.txt to determine how the superseded data were derived.
 KE0177
 KE0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD353547(NAD 83)
 KE0177_MARKER: DD = SURVEY DISK
 KE0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KE0177_STAMPING: 408.8
 KE0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE0177+STABILITY: SURFACE MOTION
 KE0177
 KE0177  HISTORY     - Date     Condition        Report By
 KE0177  HISTORY     - UNK      MONUMENTED       DOD
 KE0177  HISTORY     - 1948     GOOD             NGS
 KE0177  HISTORY     - 1975     GOOD             NGS
 KE0177
 KE0177                          STATION DESCRIPTION
 KE0177
 KE0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 KE0177'AT LEAVENWORTH.
 KE0177'AT LEAVENWORTH, ABOUT 0.65 MILE NORTH OF RAILWAY BRIDGE ACROSS
 KE0177'THE MISSOURI RIVER, AT THE NORTHEAST EDGE OF LEAVENWORTH, 160.0
 KE0177'FEET SOUTH OF A WALK LEADING TO LEAVENWORTH WATER WORKS INTAKE,
 KE0177'19.9 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK OF THE MISSOURI
 KE0177'PACIFIC RAILWAY, 6.3 FEET EAST OF THE EAST RAIL OF A SIDE TRACK,
 KE0177'4.6 FEET SOUTH OF A BATTERY SIGNAL BOX, 1.4 FEET SOUTH OF A
 KE0177'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KE0177'0.1 FOOT ABOVE THE GROUND.
 KE0177
 KE0177                          STATION RECOVERY (1975)
 KE0177
 KE0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 KE0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0295 ***********************************************************************
 HF0295  DESIGNATION -  R 41
 HF0295  PID         -  HF0295
 HF0295  STATE/COUNTY-  KS/BUTLER
 HF0295  USGS QUAD   -  LEON (1979)
 HF0295
 HF0295                         *CURRENT SURVEY CONTROL
 HF0295  ___________________________________________________________________
 HF0295* NAD 83(1986)-  37 41 14.     (N)    096 46 46.     (W)     SCALED    
 HF0295* NAVD 88     -       406.069  (meters)    1332.24   (feet)  ADJUSTED  
 HF0295  ___________________________________________________________________
 HF0295  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 HF0295  DYNAMIC HT  -         405.749 (meters)    1331.19  (feet)  COMP
 HF0295  MODELED GRAV-     979,829.9   (mgal)                       NAVD 88
 HF0295
 HF0295  VERT ORDER  -  SECOND    CLASS 0
 HF0295
 HF0295.The horizontal coordinates were scaled from a topographic map and have
 HF0295.an estimated accuracy of +/- 6 seconds.
 HF0295
 HF0295.The orthometric height was determined by differential leveling
 HF0295.and adjusted by the National Geodetic Survey in June 1991..
 HF0295
 HF0295.The geoid height was determined by GEOID03.
 HF0295
 HF0295.The dynamic height is computed by dividing the NAVD 88
 HF0295.geopotential number by the normal gravity value computed on the
 HF0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0295.degrees latitude (g = 980.6199 gals.).
 HF0295
 HF0295.The modeled gravity was interpolated from observed gravity values.
 HF0295
 HF0295;                    North         East    Units  Estimated Accuracy
 HF0295;SPC KS S     -   514,670.      551,740.      MT  (+/- 180 meters Scaled)
 HF0295
 HF0295                          SUPERSEDED SURVEY CONTROL
 HF0295
 HF0295  NGVD 29 (??/??/92)  405.937  (m)         1331.81   (f) ADJ UNCH    2 0
 HF0295
 HF0295.Superseded values are not recommended for survey control.
 HF0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0295.See file dsdata.txt to determine how the superseded data were derived.
 HF0295
 HF0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG957734(NAD 83)
 HF0295_MARKER: DB = BENCH MARK DISK
 HF0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0295_STAMPING: R 41 1934
 HF0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0295+STABILITY: SURFACE MOTION
 HF0295
 HF0295  HISTORY     - Date     Condition        Report By
 HF0295  HISTORY     - 1934     MONUMENTED       CGS
 HF0295  HISTORY     - 19910129 GOOD             USPSQD
 HF0295
 HF0295                          STATION DESCRIPTION
 HF0295
 HF0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0295'AT LEON.
 HF0295'AT LEON, 120 YARDS EAST OF THE ST. LOUIS-SAN FRANCISCO RAILWAY
 HF0295'STATION, AT MILEAGE 472.70, AND 40 FEET NORTH OF THE CENTERLINE
 HF0295'OF THE TRACK.  A STANDARD DISK, STAMPED R 41 1934 AND SET IN
 HF0295'THE TOP OF A CONCRETE POST.
 HF0295
 HF0295                          STATION RECOVERY (1991)
 HF0295
 HF0295'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 HF0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0016 ***********************************************************************
 HF0016  DESIGNATION -  R 42
 HF0016  PID         -  HF0016
 HF0016  STATE/COUNTY-  KS/GREENWOOD
 HF0016  USGS QUAD   -  FALL RIVER (1975)
 HF0016
 HF0016                         *CURRENT SURVEY CONTROL
 HF0016  ___________________________________________________________________
 HF0016* NAD 83(1986)-  37 36 29.     (N)    096 02 22.     (W)     SCALED    
 HF0016* NAVD 88     -       278.970  (meters)     915.25   (feet)  ADJUSTED  
 HF0016  ___________________________________________________________________
 HF0016  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 HF0016  DYNAMIC HT  -         278.751 (meters)     914.54  (feet)  COMP
 HF0016  MODELED GRAV-     979,835.4   (mgal)                       NAVD 88
 HF0016
 HF0016  VERT ORDER  -  SECOND    CLASS 0
 HF0016
 HF0016.The horizontal coordinates were scaled from a topographic map and have
 HF0016.an estimated accuracy of +/- 6 seconds.
 HF0016
 HF0016.The orthometric height was determined by differential leveling
 HF0016.and adjusted by the National Geodetic Survey in June 1991..
 HF0016
 HF0016.The geoid height was determined by GEOID03.
 HF0016
 HF0016.The dynamic height is computed by dividing the NAVD 88
 HF0016.geopotential number by the normal gravity value computed on the
 HF0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0016.degrees latitude (g = 980.6199 gals.).
 HF0016
 HF0016.The modeled gravity was interpolated from observed gravity values.
 HF0016
 HF0016;                    North         East    Units  Estimated Accuracy
 HF0016;SPC KS S     -   507,350.      617,230.      MT  (+/- 180 meters Scaled)
 HF0016
 HF0016                          SUPERSEDED SURVEY CONTROL
 HF0016
 HF0016  NGVD 29 (??/??/92)  278.831  (m)          914.80   (f) ADJ UNCH    2 0
 HF0016
 HF0016.Superseded values are not recommended for survey control.
 HF0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0016.See file dsdata.txt to determine how the superseded data were derived.
 HF0016
 HF0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG613664(NAD 83)
 HF0016_MARKER: DB = BENCH MARK DISK
 HF0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0016_STAMPING: R 42 1934
 HF0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0016+STABILITY: SURFACE MOTION
 HF0016
 HF0016  HISTORY     - Date     Condition        Report By
 HF0016  HISTORY     - 1934     MONUMENTED       CGS
 HF0016  HISTORY     - 1975     GOOD             USGS
 HF0016  HISTORY     - 1975     GOOD             USGS
 HF0016  HISTORY     - 19910129 GOOD             USPSQD
 HF0016
 HF0016                          STATION DESCRIPTION
 HF0016
 HF0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0016'0.7 MI W FROM FALL RIVER.
 HF0016'0.7 MILE WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 HF0016'STATION AT FALL RIVER, AT MILEAGE 427.11, 100 FEET NORTHEAST OF
 HF0016'THE JUNCTION OF A COUNTY ROAD WITH OLD STATE HIGHWAY 96, 72 FEET
 HF0016'NORTH OF THE CENTERLINE OF THE ROAD, 72 FEET WEST OF THE
 HF0016'CENTERLINE OF THE HIGHWAY, AND 54 FEET SOUTH OF THE CENTERLINE
 HF0016'OF THE TRACK.  A STANDARD DISK, STAMPED R 42 1934 AND SET IN THE
 HF0016'TOP OF A CONCRETE POST.
 HF0016
 HF0016                          STATION RECOVERY (1975)
 HF0016
 HF0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HF0016'0.7 MI WEST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM THE
 HF0016'STATION AT FALL RIVER, AT MILEAGE 427.11 51 FEET SOUTH AND 67 FEET
 HF0016'WEST FROM CENTERLINE ROAD AT MAIN RD TRACK X-ING, 2 FEET WEST OF A
 HF0016'FENCE, A STANDARD DISK, STAMPED R 42 1934 AND SET IN THE TOP OF A
 HF0016'CONCRETE POST.
 HF0016
 HF0016                          STATION RECOVERY (1975)
 HF0016
 HF0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HF0016'0.7 MI WEST ALONG THE ST. LOUIS SAN FRANCISCO RAILWAY FROM THE
 HF0016'STATION AT FALL RIVER, AT MILEAGE 427.11 51 FEET SOUTH AND 67 FEET
 HF0016'WEST FROM CENTERLINE ROAD AT MAIN RD TRACK X-ING, 2 FEET WEST OF A
 HF0016'FENCE, A STANDARD DISK, STAMPED R 42 1934 AND SET IN THE TOP OF A
 HF0016'CONCRETE POST.
 HF0016
 HF0016                          STATION RECOVERY (1991)
 HF0016
 HF0016'RECOVERY NOTE BY US POWER SQUADRON 1991 (RW)
 HF0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0268 ***********************************************************************
 HF0268  DESIGNATION -  R 43
 HF0268  PID         -  HF0268
 HF0268  STATE/COUNTY-  KS/COWLEY
 HF0268  USGS QUAD   -  NEW SALEM (1979)
 HF0268
 HF0268                         *CURRENT SURVEY CONTROL
 HF0268  ___________________________________________________________________
 HF0268* NAD 83(1986)-  37 22 25.     (N)    096 53 50.     (W)     SCALED    
 HF0268* NAVD 88     -       400.900  (meters)    1315.29   (feet)  ADJUSTED  
 HF0268  ___________________________________________________________________
 HF0268  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 HF0268  DYNAMIC HT  -         400.574 (meters)    1314.22  (feet)  COMP
 HF0268  MODELED GRAV-     979,805.3   (mgal)                       NAVD 88
 HF0268
 HF0268  VERT ORDER  -  SECOND    CLASS 0
 HF0268
 HF0268.The horizontal coordinates were scaled from a topographic map and have
 HF0268.an estimated accuracy of +/- 6 seconds.
 HF0268
 HF0268.The orthometric height was determined by differential leveling
 HF0268.and adjusted by the National Geodetic Survey in June 1991..
 HF0268
 HF0268.The geoid height was determined by GEOID03.
 HF0268
 HF0268.The dynamic height is computed by dividing the NAVD 88
 HF0268.geopotential number by the normal gravity value computed on the
 HF0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0268.degrees latitude (g = 980.6199 gals.).
 HF0268
 HF0268.The modeled gravity was interpolated from observed gravity values.
 HF0268
 HF0268;                    North         East    Units  Estimated Accuracy
 HF0268;SPC KS S     -   479,680.      541,960.      MT  (+/- 180 meters Scaled)
 HF0268
 HF0268                          SUPERSEDED SURVEY CONTROL
 HF0268
 HF0268  NGVD 29 (??/??/92)  400.763  (m)         1314.84   (f) ADJ UNCH    2 0
 HF0268
 HF0268.Superseded values are not recommended for survey control.
 HF0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0268.See file dsdata.txt to determine how the superseded data were derived.
 HF0268
 HF0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG861383(NAD 83)
 HF0268_MARKER: DB = BENCH MARK DISK
 HF0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0268_STAMPING: R 43 1934
 HF0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0268+STABILITY: SURFACE MOTION
 HF0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0268+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2003
 HF0268
 HF0268  HISTORY     - Date     Condition        Report By
 HF0268  HISTORY     - 1934     MONUMENTED       CGS
 HF0268  HISTORY     - 1962     GOOD             NGS
 HF0268  HISTORY     - 20031124 GOOD             INDIV
 HF0268
 HF0268                          STATION DESCRIPTION
 HF0268
 HF0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HF0268'10.8 MI N FROM WINFIELD.
 HF0268'10.8 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM
 HF0268'WINFIELD, COWLEY COUNTY, AT MILEAGE 489.57, 700 FEET SOUTH OF THE
 HF0268'CENTER OF A COUNTY-ROAD CROSSING, AND 42 FEET EAST OF THE CENTER
 HF0268'LINE OF THE TRACK.  A STANDARD DISK, STAMPED R 43 1934 AND SET
 HF0268'IN THE TOP OF A CONCRETE POST.
 HF0268
 HF0268                          STATION RECOVERY (1962)
 HF0268
 HF0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HF0268'RECOVERED IN GOOD CONDITION.
 HF0268
 HF0268                          STATION RECOVERY (2003)
 HF0268
 HF0268'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WPF)
 HF0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0902 ***********************************************************************
 JE0902  DESIGNATION -  R 44
 JE0902  PID         -  JE0902
 JE0902  STATE/COUNTY-  KS/FRANKLIN
 JE0902  USGS QUAD   -  OTTAWA SOUTH (1983)
 JE0902
 JE0902                         *CURRENT SURVEY CONTROL
 JE0902  ___________________________________________________________________
 JE0902* NAD 83(1986)-  38 31 13.     (N)    095 16 08.     (W)     SCALED    
 JE0902* NAVD 88     -       291.658  (meters)     956.88   (feet)  ADJUSTED  
 JE0902  ___________________________________________________________________
 JE0902  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 JE0902  DYNAMIC HT  -         291.452 (meters)     956.21  (feet)  COMP
 JE0902  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 JE0902
 JE0902  VERT ORDER  -  SECOND    CLASS 0
 JE0902
 JE0902.The horizontal coordinates were scaled from a topographic map and have
 JE0902.an estimated accuracy of +/- 6 seconds.
 JE0902
 JE0902.The orthometric height was determined by differential leveling
 JE0902.and adjusted by the National Geodetic Survey in June 1991..
 JE0902
 JE0902.The geoid height was determined by GEOID03.
 JE0902
 JE0902.The dynamic height is computed by dividing the NAVD 88
 JE0902.geopotential number by the normal gravity value computed on the
 JE0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0902.degrees latitude (g = 980.6199 gals.).
 JE0902
 JE0902.The modeled gravity was interpolated from observed gravity values.
 JE0902
 JE0902;                    North         East    Units  Estimated Accuracy
 JE0902;SPC KS S     -   610,610.      681,720.      MT  (+/- 180 meters Scaled)
 JE0902
 JE0902                          SUPERSEDED SURVEY CONTROL
 JE0902
 JE0902  NGVD 29 (??/??/92)  291.539  (m)          956.49   (f) ADJ UNCH    2 0
 JE0902
 JE0902.Superseded values are not recommended for survey control.
 JE0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0902.See file dsdata.txt to determine how the superseded data were derived.
 JE0902
 JE0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC022659(NAD 83)
 JE0902_MARKER: DB = BENCH MARK DISK
 JE0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0902_STAMPING: R 44 1934
 JE0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0902+STABILITY: SURFACE MOTION
 JE0902
 JE0902  HISTORY     - Date     Condition        Report By
 JE0902  HISTORY     - 1934     MONUMENTED       CGS
 JE0902  HISTORY     - 1950     GOOD             NGS
 JE0902  HISTORY     - 1981     GOOD             KSDT
 JE0902
 JE0902                          STATION DESCRIPTION
 JE0902
 JE0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JE0902'2 MI N FROM PRINCETON.
 JE0902'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 35 FEET NORTH
 JE0902'OF THE FIRST POLE NORTH OF MILEPOST 65 AND IN LINE WITH THE
 JE0902'POLES, 104 FEET NORTH OF THE CENTER OF A GRAVEL ROAD CROSSING,
 JE0902'43 FEET EAST OF THE CENTER OF TRACK, 81 FEET NORTH OF A FENCE
 JE0902'CORNER AND 7 FEET WEST OF THE RIGHT-OF-WAY FENCE.  THE DISK IS SET
 JE0902'IN THE TOP OF A CONCRETE POST, PROJECTING 8 INCHES.
 JE0902
 JE0902                          STATION RECOVERY (1981)
 JE0902
 JE0902'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1981
 JE0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0361 ***********************************************************************
 HF0361  DESIGNATION -  R 45
 HF0361  PID         -  HF0361
 HF0361  STATE/COUNTY-  KS/BUTLER
 HF0361  USGS QUAD   -  EL DORADO (1979)
 HF0361
 HF0361                         *CURRENT SURVEY CONTROL
 HF0361  ___________________________________________________________________
 HF0361* NAD 83(1986)-  37 49 23.     (N)    096 51 04.     (W)     SCALED    
 HF0361* NAVD 88     -       394.808  (meters)    1295.30   (feet)  ADJUSTED  
 HF0361  ___________________________________________________________________
 HF0361  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 HF0361  DYNAMIC HT  -         394.506 (meters)    1294.31  (feet)  COMP
 HF0361  MODELED GRAV-     979,854.3   (mgal)                       NAVD 88
 HF0361
 HF0361  VERT ORDER  -  SECOND    CLASS 0
 HF0361
 HF0361.The horizontal coordinates were scaled from a topographic map and have
 HF0361.an estimated accuracy of +/- 6 seconds.
 HF0361
 HF0361.The orthometric height was determined by differential leveling
 HF0361.and adjusted by the National Geodetic Survey in June 1991..
 HF0361
 HF0361.The geoid height was determined by GEOID03.
 HF0361
 HF0361.The dynamic height is computed by dividing the NAVD 88
 HF0361.geopotential number by the normal gravity value computed on the
 HF0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0361.degrees latitude (g = 980.6199 gals.).
 HF0361
 HF0361.The modeled gravity was interpolated from observed gravity values.
 HF0361
 HF0361;                    North         East    Units  Estimated Accuracy
 HF0361;SPC KS S     -   529,630.      545,160.      MT  (+/- 180 meters Scaled)
 HF0361
 HF0361                          SUPERSEDED SURVEY CONTROL
 HF0361
 HF0361  NGVD 29 (??/??/92)  394.669  (m)         1294.84   (f) ADJ UNCH    2 0
 HF0361
 HF0361.Superseded values are not recommended for survey control.
 HF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0361.See file dsdata.txt to determine how the superseded data were derived.
 HF0361
 HF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG891883(NAD 83)
 HF0361_MARKER: DB = BENCH MARK DISK
 HF0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0361_STAMPING: R 45 1934
 HF0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0361+STABILITY: SURFACE MOTION
 HF0361
 HF0361  HISTORY     - Date     Condition        Report By
 HF0361  HISTORY     - 1934     MONUMENTED       CGS
 HF0361  HISTORY     - 1940     GOOD             NGS
 HF0361  HISTORY     - 1943     GOOD             LOCSUR
 HF0361  HISTORY     - 20060612 MARK NOT FOUND   INDIV
 HF0361
 HF0361                          STATION DESCRIPTION
 HF0361
 HF0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HF0361'AT ELDORADO.
 HF0361'AT ELDORADO, BUTLER COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 HF0361'RAILWAY, 148.5 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF
 HF0361'THE MISSOURI PACIFIC RAILROAD, 25.5 FEET WEST OF THE CENTERLINE
 HF0361'OF THE TRACK, 38.4 FEET SOUTH OF THE INSIDE EDGE OF THE SOUTH
 HF0361'CURB OF FIFTH STREET (AN EAST-AND-WEST STREET), AND 24 FEET
 HF0361'NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN BUILDING.  A
 HF0361'STANDARD DISK, STAMPED R 45 1934 AND SET IN THE TOP OF A CONCRETE
 HF0361'POST.
 HF0361
 HF0361                          STATION RECOVERY (1943)
 HF0361
 HF0361'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1943
 HF0361'RECOVERED IN GOOD CONDITION.
 HF0361
 HF0361                          STATION RECOVERY (2006)
 HF0361
 HF0361'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 HF0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0189 ***********************************************************************
 JH0189  DESIGNATION -  R 5
 JH0189  PID         -  JH0189
 JH0189  STATE/COUNTY-  KS/LOGAN
 JH0189  USGS QUAD   -  MOUTH OF LAKE CREEK (1969)
 JH0189
 JH0189                         *CURRENT SURVEY CONTROL
 JH0189  ___________________________________________________________________
 JH0189* NAD 83(1986)-  38 58 53.     (N)    101 25 40.     (W)     SCALED    
 JH0189* NAVD 88     -       979.797  (meters)    3214.55   (feet)  ADJUSTED  
 JH0189  ___________________________________________________________________
 JH0189  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 JH0189  DYNAMIC HT  -         978.972 (meters)    3211.84  (feet)  COMP
 JH0189  MODELED GRAV-     979,752.2   (mgal)                       NAVD 88
 JH0189
 JH0189  VERT ORDER  -  FIRST     CLASS II
 JH0189
 JH0189.The horizontal coordinates were scaled from a topographic map and have
 JH0189.an estimated accuracy of +/- 6 seconds.
 JH0189
 JH0189.The orthometric height was determined by differential leveling
 JH0189.and adjusted by the National Geodetic Survey in June 1991..
 JH0189
 JH0189.The geoid height was determined by GEOID03.
 JH0189
 JH0189.The dynamic height is computed by dividing the NAVD 88
 JH0189.geopotential number by the normal gravity value computed on the
 JH0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0189.degrees latitude (g = 980.6199 gals.).
 JH0189
 JH0189.The modeled gravity was interpolated from observed gravity values.
 JH0189
 JH0189;                    North         East    Units  Estimated Accuracy
 JH0189;SPC KS N     -    77,560.      103,070.      MT  (+/- 180 meters Scaled)
 JH0189
 JH0189                          SUPERSEDED SURVEY CONTROL
 JH0189
 JH0189  NGVD 29 (??/??/92)  979.408  (m)         3213.27   (f) ADJ UNCH    1 2
 JH0189
 JH0189.Superseded values are not recommended for survey control.
 JH0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0189.See file dsdata.txt to determine how the superseded data were derived.
 JH0189
 JH0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ897175(NAD 83)
 JH0189_MARKER: DB = BENCH MARK DISK
 JH0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0189_STAMPING: R 5 1933
 JH0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0189+STABILITY: SURFACE MOTION
 JH0189
 JH0189  HISTORY     - Date     Condition        Report By
 JH0189  HISTORY     - 1933     MONUMENTED       CGS
 JH0189  HISTORY     - 1952     GOOD             NGS
 JH0189
 JH0189                          STATION DESCRIPTION
 JH0189
 JH0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JH0189'2.5 MI SW FROM MC ALLASTER.
 JH0189'2.5 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 JH0189'THE STATION AT MC ALLASTER, 3 POLES NORTHEAST OF MILEPOST 411,
 JH0189'124 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 40.3 FEET NORTHWEST
 JH0189'OF THE CENTER LINE OF U.S. HIGHWAY 40.  3.4 FEET NORTHWEST OF A
 JH0189'FENCE, 2.7 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 JH0189'OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0386 ***********************************************************************
 JF0386  DESIGNATION -  R 51
 JF0386  PID         -  JF0386
 JF0386  STATE/COUNTY-  KS/CHASE
 JF0386  USGS QUAD   -  DIAMOND SPRINGS (1972)
 JF0386
 JF0386                         *CURRENT SURVEY CONTROL
 JF0386  ___________________________________________________________________
 JF0386* NAD 83(1986)-  38 31 43.     (N)    096 42 57.     (W)     SCALED    
 JF0386* NAVD 88     -       393.326  (meters)    1290.44   (feet)  ADJUSTED  
 JF0386  ___________________________________________________________________
 JF0386  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 JF0386  DYNAMIC HT  -         393.043 (meters)    1289.51  (feet)  COMP
 JF0386  MODELED GRAV-     979,898.8   (mgal)                       NAVD 88
 JF0386
 JF0386  VERT ORDER  -  SECOND    CLASS 0
 JF0386
 JF0386.The horizontal coordinates were scaled from a topographic map and have
 JF0386.an estimated accuracy of +/- 6 seconds.
 JF0386
 JF0386.The orthometric height was determined by differential leveling
 JF0386.and adjusted by the National Geodetic Survey in June 1991..
 JF0386
 JF0386.The geoid height was determined by GEOID03.
 JF0386
 JF0386.The dynamic height is computed by dividing the NAVD 88
 JF0386.geopotential number by the normal gravity value computed on the
 JF0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0386.degrees latitude (g = 980.6199 gals.).
 JF0386
 JF0386.The modeled gravity was interpolated from observed gravity values.
 JF0386
 JF0386;                    North         East    Units  Estimated Accuracy
 JF0386;SPC KS S     -   608,140.      555,570.      MT  (+/- 180 meters Scaled)
 JF0386
 JF0386                          SUPERSEDED SURVEY CONTROL
 JF0386
 JF0386  NGVD 29 (??/??/92)  393.180  (m)         1289.96   (f) ADJ UNCH    2 0
 JF0386
 JF0386.Superseded values are not recommended for survey control.
 JF0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0386.See file dsdata.txt to determine how the superseded data were derived.
 JF0386
 JF0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH991669(NAD 83)
 JF0386_MARKER: DB = BENCH MARK DISK
 JF0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0386+STABILITY: SURFACE MOTION
 JF0386
 JF0386  HISTORY     - Date     Condition        Report By
 JF0386  HISTORY     - UNK      MONUMENTED       CGS
 JF0386  HISTORY     - 1934     GOOD             NGS
 JF0386  HISTORY     - 1968     GOOD             NGS
 JF0386
 JF0386                          STATION DESCRIPTION
 JF0386
 JF0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0386'3.4 MI N FROM HYMER.
 JF0386'3.4 MILES NORTH BY RAIL, ALONG RIGHT-OF-WAY SANTA FE R.R. CO.
 JF0386'51 FT. WEST CENTER-LINE TRACK 35 FT. SOUTH CENTERLINE COUNTY
 JF0386'ROAD.
 JF0386
 JF0386                          STATION RECOVERY (1968)
 JF0386
 JF0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0459 ***********************************************************************
 JF0459  DESIGNATION -  R 52
 JF0459  PID         -  JF0459
 JF0459  STATE/COUNTY-  KS/DICKINSON
 JF0459  USGS QUAD   -  CHAPMAN (1979)
 JF0459
 JF0459                         *CURRENT SURVEY CONTROL
 JF0459  ___________________________________________________________________
 JF0459* NAD 83(1986)-  38 56 00.     (N)    097 07 16.     (W)     SCALED    
 JF0459* NAVD 88     -       346.013  (meters)    1135.21   (feet)  ADJUSTED  
 JF0459  ___________________________________________________________________
 JF0459  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 JF0459  DYNAMIC HT  -         345.771 (meters)    1134.42  (feet)  COMP
 JF0459  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 JF0459
 JF0459  VERT ORDER  -  FIRST     CLASS II
 JF0459
 JF0459.The horizontal coordinates were scaled from a topographic map and have
 JF0459.an estimated accuracy of +/- 6 seconds.
 JF0459
 JF0459.The orthometric height was determined by differential leveling
 JF0459.and adjusted by the National Geodetic Survey in June 1991..
 JF0459
 JF0459.The geoid height was determined by GEOID03.
 JF0459
 JF0459.The dynamic height is computed by dividing the NAVD 88
 JF0459.geopotential number by the normal gravity value computed on the
 JF0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0459.degrees latitude (g = 980.6199 gals.).
 JF0459
 JF0459.The modeled gravity was interpolated from observed gravity values.
 JF0459
 JF0459;                    North         East    Units  Estimated Accuracy
 JF0459;SPC KS N     -    66,980.      476,200.      MT  (+/- 180 meters Scaled)
 JF0459
 JF0459                          SUPERSEDED SURVEY CONTROL
 JF0459
 JF0459  NGVD 29 (??/??/92)  345.905  (m)         1134.86   (f) ADJ UNCH    1 2
 JF0459
 JF0459.Superseded values are not recommended for survey control.
 JF0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0459.See file dsdata.txt to determine how the superseded data were derived.
 JF0459
 JF0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ628110(NAD 83)
 JF0459_MARKER: DB = BENCH MARK DISK
 JF0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0459_STAMPING: R 52 1934
 JF0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0459+STABILITY: SURFACE MOTION
 JF0459
 JF0459  HISTORY     - Date     Condition        Report By
 JF0459  HISTORY     - 1934     MONUMENTED       CGS
 JF0459  HISTORY     - 1947     GOOD             NGS
 JF0459  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0459  HISTORY     - 1986     MARK NOT FOUND   NGS
 JF0459
 JF0459                          STATION DESCRIPTION
 JF0459
 JF0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JF0459'AT DETROIT.
 JF0459'AT DETROIT, 149.0 FEET NORTHEAST OF THE NORTHEAST END OF THE
 JF0459'UNION PACIFIC RAILROAD STATION, 67.5 FEET SOUTHEAST OF THE
 JF0459'CENTER OF U.S. HIGHWAY NO. 40, 6.8 FEET WEST OF THE WEST CORNER
 JF0459'OF THE CONCRETE BASE OF A WIG-WAG CROSSING SIGNAL, 57.3 FEET
 JF0459'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN LINE TRACK, 55.0
 JF0459'FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY NO. 43, 1.3 FOOT
 JF0459'SOUTHWEST OF A REFERENCE POST, SET IN A CONCRETE POST ABOUT 2
 JF0459'FEET BELOW THE TRACKS AND PROJECTING 0.2 FOOT.
 JF0459
 JF0459                          STATION RECOVERY (1968)
 JF0459
 JF0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0459'MARK NOT FOUND.
 JF0459
 JF0459                          STATION RECOVERY (1986)
 JF0459
 JF0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JF0459'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1079 ***********************************************************************
 JE1079  DESIGNATION -  R 53
 JE1079  PID         -  JE1079
 JE1079  STATE/COUNTY-  KS/ANDERSON
 JE1079  USGS QUAD   -  COLONY (1966)
 JE1079
 JE1079                         *CURRENT SURVEY CONTROL
 JE1079  ___________________________________________________________________
 JE1079* NAD 83(1986)-  38 04 29.     (N)    095 22 02.     (W)     SCALED    
 JE1079* NAVD 88     -       340.812  (meters)    1118.15   (feet)  ADJUSTED  
 JE1079  ___________________________________________________________________
 JE1079  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JE1079  DYNAMIC HT  -         340.559 (meters)    1117.32  (feet)  COMP
 JE1079  MODELED GRAV-     979,876.8   (mgal)                       NAVD 88
 JE1079
 JE1079  VERT ORDER  -  SECOND    CLASS 0
 JE1079
 JE1079.The horizontal coordinates were scaled from a topographic map and have
 JE1079.an estimated accuracy of +/- 6 seconds.
 JE1079
 JE1079.The orthometric height was determined by differential leveling
 JE1079.and adjusted by the National Geodetic Survey in June 1991..
 JE1079
 JE1079.The geoid height was determined by GEOID03.
 JE1079
 JE1079.The dynamic height is computed by dividing the NAVD 88
 JE1079.geopotential number by the normal gravity value computed on the
 JE1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1079.degrees latitude (g = 980.6199 gals.).
 JE1079
 JE1079.The modeled gravity was interpolated from observed gravity values.
 JE1079
 JE1079;                    North         East    Units  Estimated Accuracy
 JE1079;SPC KS S     -   560,890.      674,810.      MT  (+/- 180 meters Scaled)
 JE1079
 JE1079                          SUPERSEDED SURVEY CONTROL
 JE1079
 JE1079  NGVD 29 (??/??/92)  340.654  (m)         1117.63   (f) ADJ UNCH    2 0
 JE1079
 JE1079.Superseded values are not recommended for survey control.
 JE1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1079.See file dsdata.txt to determine how the superseded data were derived.
 JE1079
 JE1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC923167(NAD 83)
 JE1079_MARKER: DB = BENCH MARK DISK
 JE1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE1079_STAMPING: R 53 1934
 JE1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE1079+STABILITY: SURFACE MOTION
 JE1079
 JE1079  HISTORY     - Date     Condition        Report By
 JE1079  HISTORY     - 1934     MONUMENTED       CGS
 JE1079  HISTORY     - 1945     GOOD             NGS
 JE1079
 JE1079                          STATION DESCRIPTION
 JE1079
 JE1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JE1079'AT COLONY.
 JE1079'AT COLONY, ANDERSON COUNTY, 0.2 MILE NORTH ALONG THE ATCHISON,
 JE1079'TOPEKA AND SANTA FE RAILWAY FROM THE STATION, 94 FEET NORTHWEST
 JE1079'OF A DERAIL SWITCH, AT THE CROSSING OF AN EAST-AND-WEST ROAD,
 JE1079'46.7 FEET WEST OF THE CENTER LINE OF THE MAIN TRACK, 41.6 FEET
 JE1079'NORTH OF THE CENTER LINE OF THE EAST-AND-WEST ROAD, 4 FEET
 JE1079'NORTHEAST OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE, 1 FOOT
 JE1079'NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.
 JE1079'A STANDARD DISK, STAMPED R 53 1934 AND SET IN THE TOP OF A
 JE1079'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 JE1079
 JE1079                          STATION RECOVERY (1945)
 JE1079
 JE1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 JE1079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE0763 ***********************************************************************
 JE0763  DESIGNATION -  R 54
 JE0763  PID         -  JE0763
 JE0763  STATE/COUNTY-  KS/LINN
 JE0763  USGS QUAD   -  PLEASANTON (1978)
 JE0763
 JE0763                         *CURRENT SURVEY CONTROL
 JE0763  ___________________________________________________________________
 JE0763* NAD 83(1986)-  38 11 21.     (N)    094 40 37.     (W)     SCALED    
 JE0763* NAVD 88     -       253.004  (meters)     830.06   (feet)  ADJUSTED  
 JE0763  ___________________________________________________________________
 JE0763  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 JE0763  DYNAMIC HT  -         252.820 (meters)     829.46  (feet)  COMP
 JE0763  MODELED GRAV-     979,894.0   (mgal)                       NAVD 88
 JE0763
 JE0763  VERT ORDER  -  SECOND    CLASS 0
 JE0763
 JE0763.The horizontal coordinates were scaled from a topographic map and have
 JE0763.an estimated accuracy of +/- 6 seconds.
 JE0763
 JE0763.The orthometric height was determined by differential leveling
 JE0763.and adjusted by the National Geodetic Survey in June 1991..
 JE0763
 JE0763.The geoid height was determined by GEOID03.
 JE0763
 JE0763.The dynamic height is computed by dividing the NAVD 88
 JE0763.geopotential number by the normal gravity value computed on the
 JE0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE0763.degrees latitude (g = 980.6199 gals.).
 JE0763
 JE0763.The modeled gravity was interpolated from observed gravity values.
 JE0763
 JE0763;                    North         East    Units  Estimated Accuracy
 JE0763;SPC KS S     -   575,840.      734,810.      MT  (+/- 180 meters Scaled)
 JE0763
 JE0763                          SUPERSEDED SURVEY CONTROL
 JE0763
 JE0763  NGVD 29 (??/??/92)  252.874  (m)          829.64   (f) ADJ UNCH    2 0
 JE0763
 JE0763.Superseded values are not recommended for survey control.
 JE0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE0763.See file dsdata.txt to determine how the superseded data were derived.
 JE0763
 JE0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC531281(NAD 83)
 JE0763_MARKER: DB = BENCH MARK DISK
 JE0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JE0763_STAMPING: R 54 1934
 JE0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JE0763+STABILITY: SURFACE MOTION
 JE0763
 JE0763  HISTORY     - Date     Condition        Report By
 JE0763  HISTORY     - 1934     MONUMENTED       CGS
 JE0763  HISTORY     - 1951     GOOD             NGS
 JE0763
 JE0763                          STATION DESCRIPTION
 JE0763
 JE0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JE0763'2.6 MI E FROM PLEASANTON.
 JE0763'2.6 MILES EAST ALONG THE ABANDONED MISSOURI PACIFIC RAILROAD
 JE0763'FROM PLEASANTON, LINN COUNTY, AT THE CROSSING OF A NORTH-AND-SOUTH
 JE0763'GRAVEL ROAD, 49 FEET NORTH OF THE CENTERLINE OF THE OLD ROADBED,
 JE0763'30 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 7 FEET WEST
 JE0763'OF A POLE, 4 FEET WEST OF A FENCE, 2 FEET EAST OF A WHITE WOODEN
 JE0763'WITNESS POST, AND 1 INCH UNDER GROUND.  A STANDARD DISK, STAMPED
 JE0763'R 54 1934 AND SET IN THE TOP OF A CONCRETE POST.  THIS BENCH
 JE0763'MARK MAY ALSO BE REACHED FROM THE CROSSING OF U.S. HIGHWAY 69
 JE0763'AND THE ST. LOUIS-SAN FRANCISCO RAILWAY BY GOING 0.4 MILE
 JE0763'NORTHEAST ALONG U.S. HIGHWAY 69, THENCE 1.6 MILES EAST ALONG
 JE0763'A GRAVEL ROAD TO A CROSSROADS, AND 0.5 MILE NORTH TO THE OLD
 JE0763'ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0651 ***********************************************************************
 HH0651  DESIGNATION -  R 556
 HH0651  PID         -  HH0651
 HH0651  STATE/COUNTY-  KS/HAMILTON
 HH0651  USGS QUAD   -  SYRACUSE EAST (1966)
 HH0651
 HH0651                         *CURRENT SURVEY CONTROL
 HH0651  ___________________________________________________________________
 HH0651* NAD 83(1986)-  37 57 48.     (N)    101 40 39.     (W)     SCALED    
 HH0651* NAVD 88     -       977.151  (meters)    3205.87   (feet)  ADJUSTED  
 HH0651  ___________________________________________________________________
 HH0651  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 HH0651  DYNAMIC HT  -         976.248 (meters)    3202.91  (feet)  COMP
 HH0651  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 HH0651
 HH0651  VERT ORDER  -  FIRST     CLASS II
 HH0651
 HH0651.The horizontal coordinates were scaled from a topographic map and have
 HH0651.an estimated accuracy of +/- 6 seconds.
 HH0651
 HH0651.The orthometric height was determined by differential leveling
 HH0651.and adjusted by the National Geodetic Survey in June 1991..
 HH0651
 HH0651.The geoid height was determined by GEOID03.
 HH0651
 HH0651.The dynamic height is computed by dividing the NAVD 88
 HH0651.geopotential number by the normal gravity value computed on the
 HH0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0651.degrees latitude (g = 980.6199 gals.).
 HH0651
 HH0651.The modeled gravity was interpolated from observed gravity values.
 HH0651
 HH0651;                    North         East    Units  Estimated Accuracy
 HH0651;SPC KS S     -   548,670.      120,850.      MT  (+/- 180 meters Scaled)
 HH0651
 HH0651                          SUPERSEDED SURVEY CONTROL
 HH0651
 HH0651.No superseded survey control is available for this station.
 HH0651
 HH0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH647051(NAD 83)
 HH0651_MARKER: I = METAL ROD
 HH0651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HH0651_SP_SET: STAINLESS STEEL ROD
 HH0651_STAMPING: R 556 1986
 HH0651_MARK LOGO: NGS   
 HH0651_PROJECTION: FLUSH
 HH0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HH0651_ROD/PIPE-DEPTH: 11.7 meters
 HH0651
 HH0651  HISTORY     - Date     Condition        Report By
 HH0651  HISTORY     - 1986     MONUMENTED       NGS
 HH0651
 HH0651                          STATION DESCRIPTION
 HH0651
 HH0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HH0651'7.0 KM (4.35 MI) EAST FROM SYRACUSE.
 HH0651'7.0 KM (4.35 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 HH0651'ROUTE 27 SOUTH AT SYRACUSE, 0.24 KM (0.15 MI) WEST OF MILEPOST 21, AT
 HH0651'A POWER LINE CROSSING, 13.9 METERS (45.7 FT) SOUTH OF THE HIGHWAY
 HH0651'CENTERLINE, 15.2 METERS (49.8 FT) NORTH OF THE NORTH RAIL OF THE
 HH0651'ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 1.1 METERS (3.5 FT) WEST OF
 HH0651'A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HH0651'LOGO CAP.
 HH0651'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HH0651'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0115 ***********************************************************************
 JH0115  DESIGNATION -  R 6 RESET
 JH0115  PID         -  JH0115
 JH0115  STATE/COUNTY-  KS/SCOTT
 JH0115  USGS QUAD   -  LAKE SCOTT SW (1978)
 JH0115
 JH0115                         *CURRENT SURVEY CONTROL
 JH0115  ___________________________________________________________________
 JH0115* NAD 83(1986)-  38 30 42.     (N)    100 54 27.     (W)     SCALED    
 JH0115* NAVD 88     -       903.940  (meters)    2965.68   (feet)  ADJUSTED  
 JH0115  ___________________________________________________________________
 JH0115  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 JH0115  DYNAMIC HT  -         903.178 (meters)    2963.18  (feet)  COMP
 JH0115  MODELED GRAV-     979,755.1   (mgal)                       NAVD 88
 JH0115
 JH0115  VERT ORDER  -  FIRST     CLASS II
 JH0115
 JH0115.The horizontal coordinates were scaled from a topographic map and have
 JH0115.an estimated accuracy of +/- 6 seconds.
 JH0115
 JH0115.The orthometric height was determined by differential leveling
 JH0115.and adjusted by the National Geodetic Survey in June 1991..
 JH0115
 JH0115.The geoid height was determined by GEOID03.
 JH0115
 JH0115.The dynamic height is computed by dividing the NAVD 88
 JH0115.geopotential number by the normal gravity value computed on the
 JH0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0115.degrees latitude (g = 980.6199 gals.).
 JH0115
 JH0115.The modeled gravity was interpolated from observed gravity values.
 JH0115
 JH0115;                    North         East    Units  Estimated Accuracy
 JH0115;SPC KS S     -   607,480.      190,050.      MT  (+/- 180 meters Scaled)
 JH0115
 JH0115                          SUPERSEDED SURVEY CONTROL
 JH0115
 JH0115  NGVD 29 (??/??/??)  903.58   (m)         2964.5    (f) RESET       3  
 JH0115
 JH0115.Superseded values are not recommended for survey control.
 JH0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0115.See file dsdata.txt to determine how the superseded data were derived.
 JH0115
 JH0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH336643(NAD 83)
 JH0115_MARKER: DB = BENCH MARK DISK
 JH0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0115_SP_SET: CONCRETE POST
 JH0115_STAMPING: R 6 RESET 1940
 JH0115_MARK LOGO: CGS   
 JH0115_PROJECTION: PROJECTING 25 CENTIMETERS
 JH0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0115+STABILITY: SURFACE MOTION
 JH0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0115+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2003
 JH0115
 JH0115  HISTORY     - Date     Condition        Report By
 JH0115  HISTORY     - 1940     MONUMENTED       KSHC
 JH0115  HISTORY     - 1986     GOOD             NGS
 JH0115  HISTORY     - 20030919 GOOD             INDIV
 JH0115
 JH0115                          STATION DESCRIPTION
 JH0115
 JH0115'DESCRIBED BY KS HIGHWAY COMM 1940
 JH0115'1.7 MI N FROM SCOTT CITY.
 JH0115'ABOUT 1.7 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE ATCHISON,
 JH0115'TOPEKA AND SANTA FE RAILWAY STATION AT SCOTT CITY, SCOTT COUNTY,
 JH0115'ABOUT 50 FEET NORTH OF A COUNTY ROAD LEADING WEST, AND ABOUT 66
 JH0115'FEET WEST OF THE CENTER LINE OF THE OLD LOCATION OF THE HIGHWAY.
 JH0115'A STANDARD DISK, STAMPED R 6 RESET 1940 AND SET IN THE TOP OF A
 JH0115'CONCRETE POST.
 JH0115
 JH0115                          STATION RECOVERY (1986)
 JH0115
 JH0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0115'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.0 KM (1.85
 JH0115'MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT SCOTT CITY, IN
 JH0115'THE NORTHWEST CORNER OF THE T JUNCTION OF A DIRT ROAD LEADING WEST,
 JH0115'0.78 KM (0.5 MI) NORTH OF MILEPOST 108, 18.1 METERS (59.5 FT) WEST OF
 JH0115'THE HIGHWAY CENTERLINE, 12.8 METERS (42 FT) NORTH OF THE CENTER OF THE
 JH0115'ROAD, 1.2 METERS (4 FT) NORTH OF A CONCRETE RIGHT OF WAY POST AND
 JH0115'0.3 METER (1 FT) WEST OF THE RIGHT OF WAY FENCE.
 JH0115'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 JH0115'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JH0115
 JH0115                          STATION RECOVERY (2003)
 JH0115
 JH0115'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RLE)
 JH0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0726 ***********************************************************************
 KG0726  DESIGNATION -  R 60
 KG0726  PID         -  KG0726
 KG0726  STATE/COUNTY-  KS/PHILLIPS
 KG0726  USGS QUAD   -  STUTTGART NE (1973)
 KG0726
 KG0726                         *CURRENT SURVEY CONTROL
 KG0726  ___________________________________________________________________
 KG0726* NAD 83(1997)-  39 59 40.75772(N)    099 21 37.26486(W)     ADJUSTED  
 KG0726* NAVD 88     -       655.     (meters)    2149.     (feet)  SCALED    
 KG0726  ___________________________________________________________________
 KG0726  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 KG0726  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 KG0726
 KG0726  HORZ ORDER  -  THIRD
 KG0726
 KG0726.The horizontal coordinates were established by classical geodetic methods
 KG0726.and adjusted by the National Geodetic Survey in October 1998..
 KG0726
 KG0726.The orthometric height was scaled from a topographic map.
 KG0726
 KG0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0726
 KG0726.The geoid height was determined by GEOID03.
 KG0726
 KG0726;                    North         East     Units Scale Factor Converg.
 KG0726;SPC KS N     -   185,308.949   283,824.887   MT  1.00004112   -0 51 38.6
 KG0726;SPC NE       -    18,114.810   554,625.958   MT  1.00000242   +0 25 26.0
 KG0726;UTM  14      - 4,427,226.142   469,238.083   MT  0.99961165   -0 13 53.8
 KG0726
 KG0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0726!SPC KS N     -   0.99990117  x   1.00004112  =   0.99994229
 KG0726!SPC NE       -   0.99990117  x   1.00000242  =   0.99990359
 KG0726!UTM  14      -   0.99990117  x   0.99961165  =   0.99951286
 KG0726
 KG0726                          SUPERSEDED SURVEY CONTROL
 KG0726
 KG0726  NAD 83(1997)-  39 59 40.75807(N)    099 21 37.26512(W) AD(       ) 3
 KG0726  NAD 83(1986)-  39 59 40.76210(N)    099 21 37.26594(W) AD(       ) 3
 KG0726  NAD 27      -  39 59 40.73000(N)    099 21 35.92000(W) AD(       ) 3
 KG0726
 KG0726.Superseded values are not recommended for survey control.
 KG0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0726.See file dsdata.txt to determine how the superseded data were derived.
 KG0726
 KG0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK6923827226(NAD 83)
 KG0726_MARKER: DD = SURVEY DISK
 KG0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KG0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KG0726+STABILITY: SURFACE MOTION
 KG0726
 KG0726  HISTORY     - Date     Condition        Report By
 KG0726  HISTORY     - 1950     MONUMENTED       USE
 KG0726
 KG0726                          STATION DESCRIPTION
 KG0726
 KG0726'DESCRIBED BY US ENGINEERS 1950 (RLE)
 KG0726'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF WOODRUFF ON THE
 KG0726'RIGHT-OF-WAY OF U.S. HIGHWAY 183, 30 FEET NORTH OF THE CENTER
 KG0726'OF HIGHWAY AND 2 FEET SOUTHWEST OF A 2 INCH IRON PIPE.  IT IS
 KG0726'A STANDARD BRONZE DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 KG0726'POST AND PROJECTS 1 INCH.  IT IS STAMPED R 60.
 KG0726'
 KG0726'TO REACH THE STATION FROM THE POST OFFICE IN WOODRUFF, GO SOUTH
 KG0726'0.1 MILE TO U.S. HIGHWAY 383, TURN LEFT AND GO EAST ON U.S. HIGHWAY
 KG0726'383 FOR 3.0 MILES TO A POINT WHERE HIGHWAY TURNS LEFT TO JUNCTION
 KG0726'WITH U.S. HIGHWAY 183, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE
 KG0726'TO U.S. HIGHWAY 183, CONTINUE EAST ON U.S. HIGHWAY 183 FOR 0.1
 KG0726'MILE TO STATION ON LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0165 ***********************************************************************
 HH0165  DESIGNATION -  R 7
 HH0165  PID         -  HH0165
 HH0165  STATE/COUNTY-  KS/FINNEY
 HH0165  USGS QUAD   -  GARDEN CITY WEST (1983)
 HH0165
 HH0165                         *CURRENT SURVEY CONTROL
 HH0165  ___________________________________________________________________
 HH0165* NAD 83(1986)-  37 54 46.     (N)    100 53 19.     (W)     SCALED    
 HH0165* NAVD 88     -       877.736  (meters)    2879.71   (feet)  ADJUSTED  
 HH0165  ___________________________________________________________________
 HH0165  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 HH0165  DYNAMIC HT  -         876.949 (meters)    2877.12  (feet)  COMP
 HH0165  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 HH0165
 HH0165  VERT ORDER  -  FIRST     CLASS II
 HH0165
 HH0165.The horizontal coordinates were scaled from a topographic map and have
 HH0165.an estimated accuracy of +/- 6 seconds.
 HH0165
 HH0165.The orthometric height was determined by differential leveling
 HH0165.and adjusted by the National Geodetic Survey in June 1991..
 HH0165
 HH0165.The geoid height was determined by GEOID03.
 HH0165
 HH0165.The dynamic height is computed by dividing the NAVD 88
 HH0165.geopotential number by the normal gravity value computed on the
 HH0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0165.degrees latitude (g = 980.6199 gals.).
 HH0165
 HH0165.The modeled gravity was interpolated from observed gravity values.
 HH0165
 HH0165;                    North         East    Units  Estimated Accuracy
 HH0165;SPC KS S     -   540,990.      189,990.      MT  (+/- 180 meters Scaled)
 HH0165
 HH0165                          SUPERSEDED SURVEY CONTROL
 HH0165
 HH0165  NGVD 29 (??/??/92)  877.350  (m)         2878.44   (f) ADJ UNCH    1 2
 HH0165
 HH0165.Superseded values are not recommended for survey control.
 HH0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0165.See file dsdata.txt to determine how the superseded data were derived.
 HH0165
 HH0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG339978(NAD 83)
 HH0165_MARKER: DB = BENCH MARK DISK
 HH0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0165_STAMPING: R 7 1933
 HH0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0165+STABILITY: SURFACE MOTION
 HH0165
 HH0165  HISTORY     - Date     Condition        Report By
 HH0165  HISTORY     - 1933     MONUMENTED       CGS
 HH0165  HISTORY     - 1962     MARK NOT FOUND   NGS
 HH0165
 HH0165                          STATION DESCRIPTION
 HH0165
 HH0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0165'3 MI S FROM GARDEN CITY.
 HH0165'ABOUT 3.0 MILES SOUTH ALONG U.S. HIGHWAY 83 FROM THE MUNICIPAL
 HH0165'WATER PLANT AT GARDEN CITY, FINNEY COUNTY, ABOUT 75 FEET SOUTHEAST
 HH0165'OF THE JUNCTION OF A SIDE ROAD LEADING NORTHEAST, 32 FEET NORTHEAST
 HH0165'OF A CURVE SIGN, AND 36 FEET EAST OF THE CENTER LINE OF THE
 HH0165'HIGHWAY.  A STANDARD DISK, STAMPED R 7 1933 AND SET IN
 HH0165'THE TOP OF A CONCRETE POST.
 HH0165
 HH0165                          STATION RECOVERY (1962)
 HH0165
 HH0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HH0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0287 ***********************************************************************
 KH0287  DESIGNATION -  R 77
 KH0287  PID         -  KH0287
 KH0287  STATE/COUNTY-  KS/THOMAS
 KH0287  USGS QUAD   -  CHARDON SE (1981)
 KH0287
 KH0287                         *CURRENT SURVEY CONTROL
 KH0287  ___________________________________________________________________
 KH0287* NAD 83(1986)-  39 31 07.     (N)    101 03 13.     (W)     SCALED    
 KH0287* NAVD 88     -       966.294  (meters)    3170.25   (feet)  ADJUSTED  
 KH0287  ___________________________________________________________________
 KH0287  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 KH0287  DYNAMIC HT  -         965.542 (meters)    3167.78  (feet)  COMP
 KH0287  MODELED GRAV-     979,815.0   (mgal)                       NAVD 88
 KH0287
 KH0287  VERT ORDER  -  SECOND    CLASS 0
 KH0287
 KH0287.The horizontal coordinates were scaled from a topographic map and have
 KH0287.an estimated accuracy of +/- 6 seconds.
 KH0287
 KH0287.The orthometric height was determined by differential leveling
 KH0287.and adjusted by the National Geodetic Survey in June 1991..
 KH0287
 KH0287.The geoid height was determined by GEOID03.
 KH0287
 KH0287.The dynamic height is computed by dividing the NAVD 88
 KH0287.geopotential number by the normal gravity value computed on the
 KH0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0287.degrees latitude (g = 980.6199 gals.).
 KH0287
 KH0287.The modeled gravity was interpolated from observed gravity values.
 KH0287
 KH0287;                    North         East    Units  Estimated Accuracy
 KH0287;SPC KS N     -   136,010.      137,480.      MT  (+/- 180 meters Scaled)
 KH0287
 KH0287                          SUPERSEDED SURVEY CONTROL
 KH0287
 KH0287  NGVD 29 (??/??/92)  965.928  (m)         3169.05   (f) ADJ UNCH    2 0
 KH0287
 KH0287.Superseded values are not recommended for survey control.
 KH0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0287.See file dsdata.txt to determine how the superseded data were derived.
 KH0287
 KH0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ234763(NAD 83)
 KH0287_MARKER: DB = BENCH MARK DISK
 KH0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KH0287_SP_SET: CULVERT
 KH0287_STAMPING: R-77 1934
 KH0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KH0287
 KH0287  HISTORY     - Date     Condition        Report By
 KH0287  HISTORY     - 1934     MONUMENTED       CGS
 KH0287
 KH0287                          STATION DESCRIPTION
 KH0287
 KH0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KH0287'8.7 MI N FROM COLBY.
 KH0287'8.7 MILES N OF AND ALONG STATE HWY. 25.  DISK IS SET HORIZONTALLY
 KH0287'ON N END OF HEAD WALL OF A CONCRETE CULVERT, 16 FT E OF CENTER OF
 KH0287'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0192 ***********************************************************************
 HH0192  DESIGNATION -  R 8
 HH0192  PID         -  HH0192
 HH0192  STATE/COUNTY-  KS/SEWARD
 HH0192  USGS QUAD   -  SUBLETTE SW (1968)
 HH0192
 HH0192                         *CURRENT SURVEY CONTROL
 HH0192  ___________________________________________________________________
 HH0192* NAD 83(1986)-  37 15 50.     (N)    100 54 16.     (W)     SCALED    
 HH0192* NAVD 88     -       865.848  (meters)    2840.70   (feet)  ADJUSTED  
 HH0192  ___________________________________________________________________
 HH0192  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 HH0192  DYNAMIC HT  -         865.025 (meters)    2838.00  (feet)  COMP
 HH0192  MODELED GRAV-     979,651.0   (mgal)                       NAVD 88
 HH0192
 HH0192  VERT ORDER  -  FIRST     CLASS II
 HH0192
 HH0192.The horizontal coordinates were scaled from a topographic map and have
 HH0192.an estimated accuracy of +/- 6 seconds.
 HH0192
 HH0192.The orthometric height was determined by differential leveling
 HH0192.and adjusted by the National Geodetic Survey in June 1991..
 HH0192
 HH0192.The geoid height was determined by GEOID03.
 HH0192
 HH0192.The dynamic height is computed by dividing the NAVD 88
 HH0192.geopotential number by the normal gravity value computed on the
 HH0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0192.degrees latitude (g = 980.6199 gals.).
 HH0192
 HH0192.The modeled gravity was interpolated from observed gravity values.
 HH0192
 HH0192;                    North         East    Units  Estimated Accuracy
 HH0192;SPC KS S     -   469,030.      186,740.      MT  (+/- 180 meters Scaled)
 HH0192
 HH0192                          SUPERSEDED SURVEY CONTROL
 HH0192
 HH0192  NGVD 29 (??/??/92)  865.492  (m)         2839.53   (f) ADJ UNCH    1 2
 HH0192
 HH0192.Superseded values are not recommended for survey control.
 HH0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0192.See file dsdata.txt to determine how the superseded data were derived.
 HH0192
 HH0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG311258(NAD 83)
 HH0192_MARKER: DB = BENCH MARK DISK
 HH0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0192_STAMPING: R 8 1933
 HH0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0192+STABILITY: SURFACE MOTION
 HH0192
 HH0192  HISTORY     - Date     Condition        Report By
 HH0192  HISTORY     - 1933     MONUMENTED       CGS
 HH0192
 HH0192                          STATION DESCRIPTION
 HH0192
 HH0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HH0192'15.7 MI N FROM LIBERAL.
 HH0192'ABOUT 15.7 MILES NORTH ALONG U.S. HIGHWAY 83 FROM THE CITY HALL
 HH0192'AT LIBERAL, SEWARD COUNTY, ABOUT 1.9 MILES NORTH OF THE BRIDGE
 HH0192'OVER CIMARRON RIVER, ABOUT 134 FEET NORTHEAST OF THE JUNCTION OF
 HH0192'A SIDE ROAD TO SATANTA, 45 FEET EAST OF THE CENTER LINE OF THE
 HH0192'HIGHWAY, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 HH0192'DISK, STAMPED R 8 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0464 ***********************************************************************
 KH0464  DESIGNATION -  R 80
 KH0464  PID         -  KH0464
 KH0464  STATE/COUNTY-  KS/WALLACE
 KH0464  USGS QUAD   -  HARRIS DRAW WEST (1979)
 KH0464
 KH0464                         *CURRENT SURVEY CONTROL
 KH0464  ___________________________________________________________________
 KH0464* NAD 83(1986)-  39 06 18.     (N)    101 43 39.     (W)     SCALED    
 KH0464* NAVD 88     -      1098.087  (meters)    3602.64   (feet)  ADJUSTED  
 KH0464  ___________________________________________________________________
 KH0464  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 KH0464  DYNAMIC HT  -        1097.144 (meters)    3599.55  (feet)  COMP
 KH0464  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 KH0464
 KH0464  VERT ORDER  -  SECOND    CLASS 0
 KH0464
 KH0464.The horizontal coordinates were scaled from a topographic map and have
 KH0464.an estimated accuracy of +/- 6 seconds.
 KH0464
 KH0464.The orthometric height was determined by differential leveling
 KH0464.and adjusted by the National Geodetic Survey in June 1991..
 KH0464
 KH0464.The geoid height was determined by GEOID03.
 KH0464
 KH0464.The dynamic height is computed by dividing the NAVD 88
 KH0464.geopotential number by the normal gravity value computed on the
 KH0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0464.degrees latitude (g = 980.6199 gals.).
 KH0464
 KH0464.The modeled gravity was interpolated from observed gravity values.
 KH0464
 KH0464;                    North         East    Units  Estimated Accuracy
 KH0464;SPC KS N     -    92,300.       77,680.      MT  (+/- 180 meters Scaled)
 KH0464
 KH0464                          SUPERSEDED SURVEY CONTROL
 KH0464
 KH0464  NGVD 29 (??/??/92) 1097.632  (m)         3601.15   (f) ADJ UNCH    2 0
 KH0464
 KH0464.Superseded values are not recommended for survey control.
 KH0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0464.See file dsdata.txt to determine how the superseded data were derived.
 KH0464
 KH0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ641319(NAD 83)
 KH0464_MARKER: DB = BENCH MARK DISK
 KH0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0464_STAMPING: R 80 1935
 KH0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0464+STABILITY: SURFACE MOTION
 KH0464
 KH0464  HISTORY     - Date     Condition        Report By
 KH0464  HISTORY     - 1935     MONUMENTED       CGS
 KH0464  HISTORY     - 1940     GOOD             NGS
 KH0464
 KH0464                          STATION DESCRIPTION
 KH0464
 KH0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KH0464'15.2 MI N FROM SHARON SPRINGS.
 KH0464'TO REACH FROM THE WALLACE COUNTY COURTHOUSE IN SHARON SPRINGS,
 KH0464'PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 27, GO 15.2 MILES.
 KH0464'BENCH MARK IS 0.4 MILE NORTH OF A CURVE IN STATE HIGHWAY NO. 27,
 KH0464'ON A CREST OF A RIDGE, AT A GATE IN WIRE FENCE, 34 FEET WEST OF
 KH0464'CENTER LINE OF HIGHWAY, 5.0 FEET SOUTH OF SOUTH END OF WIRE
 KH0464'GATE, 2.0 NORTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 KH0464'PROJECTING 20 FEET, 2.0 FEET WEST OF FENCE.  A STD. DISK B M IN
 KH0464'CAST-IN-PLACE CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0417 ***********************************************************************
 KH0417  DESIGNATION -  R 82
 KH0417  PID         -  KH0417
 KH0417  STATE/COUNTY-  KS/SHERMAN
 KH0417  USGS QUAD   -  RULETON (1974)
 KH0417
 KH0417                         *CURRENT SURVEY CONTROL
 KH0417  ___________________________________________________________________
 KH0417* NAD 83(1986)-  39 20 18.     (N)    101 53 27.     (W)     SCALED    
 KH0417* NAVD 88     -      1156.276  (meters)    3793.55   (feet)  ADJUSTED  
 KH0417  ___________________________________________________________________
 KH0417  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KH0417  DYNAMIC HT  -        1155.295 (meters)    3790.33  (feet)  COMP
 KH0417  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 KH0417
 KH0417  VERT ORDER  -  SECOND    CLASS 0
 KH0417
 KH0417.The horizontal coordinates were scaled from a topographic map and have
 KH0417.an estimated accuracy of +/- 6 seconds.
 KH0417
 KH0417.The orthometric height was determined by differential leveling
 KH0417.and adjusted by the National Geodetic Survey in June 1991..
 KH0417
 KH0417.The geoid height was determined by GEOID03.
 KH0417
 KH0417.The dynamic height is computed by dividing the NAVD 88
 KH0417.geopotential number by the normal gravity value computed on the
 KH0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0417.degrees latitude (g = 980.6199 gals.).
 KH0417
 KH0417.The modeled gravity was interpolated from observed gravity values.
 KH0417
 KH0417;                    North         East    Units  Estimated Accuracy
 KH0417;SPC KS N     -   118,770.       64,680.      MT  (+/- 180 meters Scaled)
 KH0417
 KH0417                          SUPERSEDED SURVEY CONTROL
 KH0417
 KH0417  NGVD 29 (??/??/92) 1155.805  (m)         3792.00   (f) ADJ UNCH    2 0
 KH0417
 KH0417.Superseded values are not recommended for survey control.
 KH0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0417.See file dsdata.txt to determine how the superseded data were derived.
 KH0417
 KH0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ508583(NAD 83)
 KH0417_MARKER: DB = BENCH MARK DISK
 KH0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0417_STAMPING: R 82 1935
 KH0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0417+STABILITY: SURFACE MOTION
 KH0417
 KH0417  HISTORY     - Date     Condition        Report By
 KH0417  HISTORY     - 1935     MONUMENTED       CGS
 KH0417
 KH0417                          STATION DESCRIPTION
 KH0417
 KH0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0417'0.2 MI W FROM RULETON.
 KH0417'0.2 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KH0417'FROM THE STATION AT RULETON, SHERMAN COUNTY, 15 FEET WEST OF
 KH0417'MILE POLE 433/20, 200 YARDS WEST OF THE MORRISON GRAIN CO.
 KH0417'ELEVATOR, AT A ROAD CROSSING, 300 FEET EAST OF THE CENTER LINE
 KH0417'OF THE ROAD, AND 58 FEET NORTH OF THE CENTER LINE OF THE TRACK.
 KH0417'A STANDARD DISK, STAMPED R 82 1935 AND SET IN THE TOP OF A
 KH0417'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0308 ***********************************************************************
 JH0308  DESIGNATION -  R 83
 JH0308  PID         -  JH0308
 JH0308  STATE/COUNTY-  KS/GREELEY
 JH0308  USGS QUAD   -  TRIBUNE NW (1970)
 JH0308
 JH0308                         *CURRENT SURVEY CONTROL
 JH0308  ___________________________________________________________________
 JH0308* NAD 83(1986)-  38 28 21.     (N)    101 53 06.     (W)     SCALED    
 JH0308* NAVD 88     -      1139.659  (meters)    3739.03   (feet)  ADJUSTED  
 JH0308  ___________________________________________________________________
 JH0308  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 JH0308  DYNAMIC HT  -        1138.624 (meters)    3735.64  (feet)  COMP
 JH0308  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 JH0308
 JH0308  VERT ORDER  -  SECOND    CLASS 0
 JH0308
 JH0308.The horizontal coordinates were scaled from a topographic map and have
 JH0308.an estimated accuracy of +/- 6 seconds.
 JH0308
 JH0308.The orthometric height was determined by differential leveling
 JH0308.and adjusted by the National Geodetic Survey in June 1991..
 JH0308
 JH0308.The geoid height was determined by GEOID03.
 JH0308
 JH0308.The dynamic height is computed by dividing the NAVD 88
 JH0308.geopotential number by the normal gravity value computed on the
 JH0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0308.degrees latitude (g = 980.6199 gals.).
 JH0308
 JH0308.The modeled gravity was interpolated from observed gravity values.
 JH0308
 JH0308;                    North         East    Units  Estimated Accuracy
 JH0308;SPC KS S     -   605,790.      104,680.      MT  (+/- 180 meters Scaled)
 JH0308
 JH0308                          SUPERSEDED SURVEY CONTROL
 JH0308
 JH0308  NGVD 29 (??/??/92) 1139.193  (m)         3737.50   (f) ADJ UNCH    2 0
 JH0308
 JH0308.Superseded values are not recommended for survey control.
 JH0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0308.See file dsdata.txt to determine how the superseded data were derived.
 JH0308
 JH0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH483621(NAD 83)
 JH0308_MARKER: DB = BENCH MARK DISK
 JH0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0308_STAMPING: R 83 1935
 JH0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0308+STABILITY: SURFACE MOTION
 JH0308
 JH0308  HISTORY     - Date     Condition        Report By
 JH0308  HISTORY     - 1935     MONUMENTED       CGS
 JH0308
 JH0308                          STATION DESCRIPTION
 JH0308
 JH0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JH0308'1 MI E FROM ASTOR.
 JH0308'1.0 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE GANO
 JH0308'GRAIN ELEVATOR AT ASTOR, GREELEY COUNTY, 87 FEET SOUTHEAST OF
 JH0308'MILEPOST 736, 0.1 MILE WEST OF A FENCE CORNER IN THE SOUTH RIGHT
 JH0308'OF-WAY FENCE, 46 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3.5
 JH0308'FEET NORTH OF THE FENCE, AND 3 FEET EAST OF A 4-INCH WHITE WOODEN
 JH0308'WITNESS POST.  A STANDARD DISK, STAMPED R 83 1935 AND SET IN THE
 JH0308'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0254 ***********************************************************************
 HH0254  DESIGNATION -  R 84
 HH0254  PID         -  HH0254
 HH0254  STATE/COUNTY-  KS/GRANT
 HH0254  USGS QUAD   -  ULYSSES SW (1978)
 HH0254
 HH0254                         *CURRENT SURVEY CONTROL
 HH0254  ___________________________________________________________________
 HH0254* NAD 83(1986)-  37 34 01.     (N)    101 26 08.     (W)     SCALED    
 HH0254* NAVD 88     -       943.337  (meters)    3094.93   (feet)  ADJUSTED  
 HH0254  ___________________________________________________________________
 HH0254  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 HH0254  DYNAMIC HT  -         942.445 (meters)    3092.01  (feet)  COMP
 HH0254  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 HH0254
 HH0254  VERT ORDER  -  SECOND    CLASS 0
 HH0254
 HH0254.The horizontal coordinates were scaled from a topographic map and have
 HH0254.an estimated accuracy of +/- 6 seconds.
 HH0254
 HH0254.The orthometric height was determined by differential leveling
 HH0254.and adjusted by the National Geodetic Survey in June 1991..
 HH0254
 HH0254.The geoid height was determined by GEOID03.
 HH0254
 HH0254.The dynamic height is computed by dividing the NAVD 88
 HH0254.geopotential number by the normal gravity value computed on the
 HH0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0254.degrees latitude (g = 980.6199 gals.).
 HH0254
 HH0254.The modeled gravity was interpolated from observed gravity values.
 HH0254
 HH0254;                    North         East    Units  Estimated Accuracy
 HH0254;SPC KS S     -   504,000.      140,710.      MT  (+/- 180 meters Scaled)
 HH0254
 HH0254                          SUPERSEDED SURVEY CONTROL
 HH0254
 HH0254  NGVD 29 (??/??/92)  942.944  (m)         3093.64   (f) ADJ UNCH    2 0
 HH0254
 HH0254.Superseded values are not recommended for survey control.
 HH0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0254.See file dsdata.txt to determine how the superseded data were derived.
 HH0254
 HH0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG848605(NAD 83)
 HH0254_MARKER: DB = BENCH MARK DISK
 HH0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0254_STAMPING: R 84 1935
 HH0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0254+STABILITY: SURFACE MOTION
 HH0254
 HH0254  HISTORY     - Date     Condition        Report By
 HH0254  HISTORY     - 1935     MONUMENTED       CGS
 HH0254  HISTORY     - 1958     MARK NOT FOUND   USGS
 HH0254
 HH0254                          STATION DESCRIPTION
 HH0254
 HH0254'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HH0254'4.4 MI W FROM ULYSSES.
 HH0254'4.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 HH0254'FROM THE STATION AT ULYSSES, GRANT COUNTY, 6 POLES EAST OF
 HH0254'MILEPOST 28, AT A ROAD CROSSING, 49 FEET NORTH OF THE CENTERLINE
 HH0254'OF THE TRACK, 32 FEET WEST OF THE CENTERLINE OF THE ROAD, 5 FEET
 HH0254'WEST OF A FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE.  A
 HH0254'STANDARD DISK, STAMPED R 84 1935 AND SET IN THE TOP OF A CONCRETE
 HH0254'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0314 ***********************************************************************
 HH0314  DESIGNATION -  R 85 RESET
 HH0314  PID         -  HH0314
 HH0314  STATE/COUNTY-  KS/SEWARD
 HH0314  USGS QUAD   -  LIBERAL NW (1968)
 HH0314
 HH0314                         *CURRENT SURVEY CONTROL
 HH0314  ___________________________________________________________________
 HH0314* NAD 83(1986)-  37 10 13.     (N)    100 59 40.     (W)     SCALED    
 HH0314* NAVD 88     -       881.25   (meters)    2891.2    (feet)  RESET     
 HH0314  ___________________________________________________________________
 HH0314  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 HH0314
 HH0314  VERT ORDER  -  THIRD
 HH0314
 HH0314.The horizontal coordinates were scaled from a topographic map and have
 HH0314.an estimated accuracy of +/- 6 seconds.
 HH0314
 HH0314.The orthometric height was computed from unverified reset data.
 HH0314
 HH0314.The geoid height was determined by GEOID03.
 HH0314
 HH0314;                    North         East    Units  Estimated Accuracy
 HH0314;SPC KS S     -   458,860.      178,480.      MT  (+/- 180 meters Scaled)
 HH0314
 HH0314                          SUPERSEDED SURVEY CONTROL
 HH0314
 HH0314.No superseded survey control is available for this station.
 HH0314
 HH0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG229156(NAD 83)
 HH0314_MARKER: DB = BENCH MARK DISK
 HH0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0314_STAMPING: R 85 RESET 1968
 HH0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0314+STABILITY: SURFACE MOTION
 HH0314
 HH0314  HISTORY     - Date     Condition        Report By
 HH0314  HISTORY     - 1968     MONUMENTED       CGS
 HH0314
 HH0314                          STATION DESCRIPTION
 HH0314
 HH0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 HH0314'6 MI E FROM WOODS.
 HH0314'ABOUT 6.0 MILES EAST ALONG U.S. HIGHWAY 270 FROM THE STORE AT
 HH0314'WOODS, 91 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 270, 40.5
 HH0314'FEET NORTH OF A GAS LINE PIPE, 22 FEET EAST OF AN OLD SECTION
 HH0314'LINE ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE
 HH0314'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0349 ***********************************************************************
 HH0349  DESIGNATION -  R 86
 HH0349  PID         -  HH0349
 HH0349  STATE/COUNTY-  KS/STEVENS
 HH0349  USGS QUAD   -  FETERITA (1974)
 HH0349
 HH0349                         *CURRENT SURVEY CONTROL
 HH0349  ___________________________________________________________________
 HH0349* NAD 83(1986)-  37 10 11.     (N)    101 24 40.     (W)     SCALED    
 HH0349* NAVD 88     -       958.548  (meters)    3144.84   (feet)  ADJUSTED  
 HH0349  ___________________________________________________________________
 HH0349  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 HH0349  DYNAMIC HT  -         957.592 (meters)    3141.70  (feet)  COMP
 HH0349  MODELED GRAV-     979,600.7   (mgal)                       NAVD 88
 HH0349
 HH0349  VERT ORDER  -  SECOND    CLASS 0
 HH0349
 HH0349.The horizontal coordinates were scaled from a topographic map and have
 HH0349.an estimated accuracy of +/- 6 seconds.
 HH0349
 HH0349.The orthometric height was determined by differential leveling
 HH0349.and adjusted by the National Geodetic Survey in June 1991..
 HH0349
 HH0349.The geoid height was determined by GEOID03.
 HH0349
 HH0349.The dynamic height is computed by dividing the NAVD 88
 HH0349.geopotential number by the normal gravity value computed on the
 HH0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0349.degrees latitude (g = 980.6199 gals.).
 HH0349
 HH0349.The modeled gravity was interpolated from observed gravity values.
 HH0349
 HH0349;                    North         East    Units  Estimated Accuracy
 HH0349;SPC KS S     -   459,870.      141,490.      MT  (+/- 180 meters Scaled)
 HH0349
 HH0349                          SUPERSEDED SURVEY CONTROL
 HH0349
 HH0349  NGVD 29 (??/??/92)  958.130  (m)         3143.46   (f) ADJ UNCH    2 0
 HH0349
 HH0349.Superseded values are not recommended for survey control.
 HH0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0349.See file dsdata.txt to determine how the superseded data were derived.
 HH0349
 HH0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG859164(NAD 83)
 HH0349_MARKER: DB = BENCH MARK DISK
 HH0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0349_STAMPING: R 86 1935
 HH0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0349+STABILITY: SURFACE MOTION
 HH0349
 HH0349  HISTORY     - Date     Condition        Report By
 HH0349  HISTORY     - 1935     MONUMENTED       CGS
 HH0349  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0349
 HH0349                          STATION DESCRIPTION
 HH0349
 HH0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0349'3.6 MI W FROM HUGOTON.
 HH0349'3.6 MILES WEST ALONG A COUNTY ROAD (THE 1935 ROUTE OF STATE
 HH0349'HIGHWAY 51) FROM THE COURTHOUSE AT HUGOTON, STEVENS COUNTY,
 HH0349'AT A ROAD INTERSECTION, 44 FEET SOUTH OF THE CENTER LINE OF THE
 HH0349'COUNTY ROAD, 28 FEET EAST OF THE CENTER LINE OF THE
 HH0349'NORTH-AND-SOUTH ROAD, IN THE NORTHWEST CORNER OF THE YARD OF
 HH0349'A GASOLINE-STORAGE PLANT, AND 1.5 FEET SOUTHWEST OF A FENCE
 HH0349'CORNER.  A STANDARD DISK, STAMPED R 86 1935 AND SET IN THE TOP
 HH0349'OF A CONCRETE POST.
 HH0349
 HH0349                          STATION RECOVERY (1973)
 HH0349
 HH0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0404 ***********************************************************************
 HH0404  DESIGNATION -  R 87
 HH0404  PID         -  HH0404
 HH0404  STATE/COUNTY-  KS/MORTON
 HH0404  USGS QUAD   -  SHORE AIRPORT SW (1973)
 HH0404
 HH0404                         *CURRENT SURVEY CONTROL
 HH0404  ___________________________________________________________________
 HH0404* NAD 83(1986)-  37 15 29.     (N)    101 44 13.     (W)     SCALED    
 HH0404* NAVD 88     -      1031.393  (meters)    3383.83   (feet)  ADJUSTED  
 HH0404  ___________________________________________________________________
 HH0404  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 HH0404  DYNAMIC HT  -        1030.362 (meters)    3380.45  (feet)  COMP
 HH0404  MODELED GRAV-     979,595.5   (mgal)                       NAVD 88
 HH0404
 HH0404  VERT ORDER  -  SECOND    CLASS 0
 HH0404
 HH0404.The horizontal coordinates were scaled from a topographic map and have
 HH0404.an estimated accuracy of +/- 6 seconds.
 HH0404
 HH0404.The orthometric height was determined by differential leveling
 HH0404.and adjusted by the National Geodetic Survey in June 1991..
 HH0404
 HH0404.The geoid height was determined by GEOID03.
 HH0404
 HH0404.The dynamic height is computed by dividing the NAVD 88
 HH0404.geopotential number by the normal gravity value computed on the
 HH0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0404.degrees latitude (g = 980.6199 gals.).
 HH0404
 HH0404.The modeled gravity was interpolated from observed gravity values.
 HH0404
 HH0404;                    North         East    Units  Estimated Accuracy
 HH0404;SPC KS S     -   470,620.      112,910.      MT  (+/- 180 meters Scaled)
 HH0404
 HH0404                          SUPERSEDED SURVEY CONTROL
 HH0404
 HH0404  NGVD 29 (??/??/92) 1030.958  (m)         3382.40   (f) ADJ UNCH    2 0
 HH0404
 HH0404.Superseded values are not recommended for survey control.
 HH0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0404.See file dsdata.txt to determine how the superseded data were derived.
 HH0404
 HH0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG572270(NAD 83)
 HH0404_MARKER: DB = BENCH MARK DISK
 HH0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0404_STAMPING: R 87 1935
 HH0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0404+STABILITY: SURFACE MOTION
 HH0404
 HH0404  HISTORY     - Date     Condition        Report By
 HH0404  HISTORY     - 1935     MONUMENTED       CGS
 HH0404
 HH0404                          STATION DESCRIPTION
 HH0404
 HH0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0404'3 MI E FROM RICHFIELD.
 HH0404'3.0 MILES EAST ALONG STATE HIGHWAY 51 FROM RICHFIELD, MORTON
 HH0404'COUNTY, 130 YARDS NORTHWEST OF A CORRUGATED-IRON SHED, 35 FEET
 HH0404'NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF
 HH0404'A FENCE CORNER.  A STANDARD DISK, STAMPED R 87 1935 AND SET IN
 HH0404'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0461 ***********************************************************************
 HH0461  DESIGNATION -  R 88
 HH0461  PID         -  HH0461
 HH0461  STATE/COUNTY-  KS/MORTON
 HH0461  USGS QUAD   -  RICHFIELD (1973)
 HH0461
 HH0461                         *CURRENT SURVEY CONTROL
 HH0461  ___________________________________________________________________
 HH0461* NAD 83(1986)-  37 16 20.     (N)    101 46 46.     (W)     SCALED    
 HH0461* NAVD 88     -      1035.031  (meters)    3395.76   (feet)  ADJUSTED  
 HH0461  ___________________________________________________________________
 HH0461  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 HH0461  DYNAMIC HT  -        1033.996 (meters)    3392.37  (feet)  COMP
 HH0461  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 HH0461
 HH0461  VERT ORDER  -  SECOND    CLASS 0
 HH0461
 HH0461.The horizontal coordinates were scaled from a topographic map and have
 HH0461.an estimated accuracy of +/- 6 seconds.
 HH0461
 HH0461.The orthometric height was determined by differential leveling
 HH0461.and adjusted by the National Geodetic Survey in June 1991..
 HH0461
 HH0461.The geoid height was determined by GEOID03.
 HH0461
 HH0461.The dynamic height is computed by dividing the NAVD 88
 HH0461.geopotential number by the normal gravity value computed on the
 HH0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0461.degrees latitude (g = 980.6199 gals.).
 HH0461
 HH0461.The modeled gravity was interpolated from observed gravity values.
 HH0461
 HH0461;                    North         East    Units  Estimated Accuracy
 HH0461;SPC KS S     -   472,320.      109,200.      MT  (+/- 180 meters Scaled)
 HH0461
 HH0461                          SUPERSEDED SURVEY CONTROL
 HH0461
 HH0461  NGVD 29 (??/??/92) 1034.598  (m)         3394.34   (f) ADJ UNCH    2 0
 HH0461
 HH0461.Superseded values are not recommended for survey control.
 HH0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0461.See file dsdata.txt to determine how the superseded data were derived.
 HH0461
 HH0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG535286(NAD 83)
 HH0461_MARKER: DB = BENCH MARK DISK
 HH0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0461_STAMPING: R 88 1935
 HH0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0461+STABILITY: SURFACE MOTION
 HH0461
 HH0461  HISTORY     - Date     Condition        Report By
 HH0461  HISTORY     - 1935     MONUMENTED       CGS
 HH0461  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0461
 HH0461                          STATION DESCRIPTION
 HH0461
 HH0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0461'0.5 MI N FROM RICHFIELD.
 HH0461'0.5 MILE NORTH ALONG STATE HIGHWAY 27 FROM RICHFIELD, MORTON
 HH0461'COUNTY, AT THE JUNCTION OF AN EAST-AND-WEST ROAD, 42 FEET
 HH0461'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 39 FEET SOUTH
 HH0461'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED R 88
 HH0461'1935 AND SET IN THE TOP OF A CONCRETE POST.
 HH0461
 HH0461                          STATION RECOVERY (1973)
 HH0461
 HH0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0496 ***********************************************************************
 HH0496  DESIGNATION -  R 89
 HH0496  PID         -  HH0496
 HH0496  STATE/COUNTY-  KS/STANTON
 HH0496  USGS QUAD   -  JOHNSON NE (1973)
 HH0496
 HH0496                         *CURRENT SURVEY CONTROL
 HH0496  ___________________________________________________________________
 HH0496* NAD 83(1986)-  37 38 09.     (N)    101 45 42.     (W)     SCALED    
 HH0496* NAVD 88     -      1009.592  (meters)    3312.30   (feet)  ADJUSTED  
 HH0496  ___________________________________________________________________
 HH0496  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 HH0496  DYNAMIC HT  -        1008.628 (meters)    3309.14  (feet)  COMP
 HH0496  MODELED GRAV-     979,640.2   (mgal)                       NAVD 88
 HH0496
 HH0496  VERT ORDER  -  SECOND    CLASS 0
 HH0496
 HH0496.The horizontal coordinates were scaled from a topographic map and have
 HH0496.an estimated accuracy of +/- 6 seconds.
 HH0496
 HH0496.The orthometric height was determined by differential leveling
 HH0496.and adjusted by the National Geodetic Survey in June 1991..
 HH0496
 HH0496.The geoid height was determined by GEOID03.
 HH0496
 HH0496.The dynamic height is computed by dividing the NAVD 88
 HH0496.geopotential number by the normal gravity value computed on the
 HH0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0496.degrees latitude (g = 980.6199 gals.).
 HH0496
 HH0496.The modeled gravity was interpolated from observed gravity values.
 HH0496
 HH0496;                    North         East    Units  Estimated Accuracy
 HH0496;SPC KS S     -   512,600.      112,180.      MT  (+/- 180 meters Scaled)
 HH0496
 HH0496                          SUPERSEDED SURVEY CONTROL
 HH0496
 HH0496  NGVD 29 (??/??/92) 1009.180  (m)         3310.95   (f) ADJ UNCH    2 0
 HH0496
 HH0496.Superseded values are not recommended for survey control.
 HH0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0496.See file dsdata.txt to determine how the superseded data were derived.
 HH0496
 HH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG563689(NAD 83)
 HH0496_MARKER: DB = BENCH MARK DISK
 HH0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0496_STAMPING: R 89 1935
 HH0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0496+STABILITY: SURFACE MOTION
 HH0496
 HH0496  HISTORY     - Date     Condition        Report By
 HH0496  HISTORY     - 1935     MONUMENTED       CGS
 HH0496  HISTORY     - 1973     MARK NOT FOUND   USGS
 HH0496
 HH0496                          STATION DESCRIPTION
 HH0496
 HH0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0496'0.4 MI W FROM JOHNSON.
 HH0496'0.4 MILE WEST ALONG A GRAVEL ROAD FROM THE ATCHISON, TOPEKA
 HH0496'AND SANTA FE RAILWAY STATION AT JOHNSON, STANTON COUNTY, THENCE
 HH0496'5.0 MILES NORTH ALONG STATE HIGHWAY 27, 0.5 MILE NORTH OF BIG
 HH0496'BEAR CREEK, 52 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 HH0496'OF AN EAST-AND-WEST DIRT ROAD, 48 FEET EAST OF THE CENTERLINE
 HH0496'OF THE HIGHWAY, AND 17 FEET NORTH OF THE CENTERLINE OF THE
 HH0496'ROAD.  A STANDARD DISK, STAMPED R 89 1935 AND SET IN THE TOP
 HH0496'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 HH0496
 HH0496                          STATION RECOVERY (1973)
 HH0496
 HH0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HH0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0103 ***********************************************************************
 JH0103  DESIGNATION -  R 9
 JH0103  PID         -  JH0103
 JH0103  STATE/COUNTY-  KS/LOGAN
 JH0103  USGS QUAD   -  LAKE SCOTT NE (1976)
 JH0103
 JH0103                         *CURRENT SURVEY CONTROL
 JH0103  ___________________________________________________________________
 JH0103* NAD 83(1986)-  38 41 58.     (N)    100 52 19.     (W)     SCALED    
 JH0103* NAVD 88     -       917.583  (meters)    3010.44   (feet)  ADJUSTED  
 JH0103  ___________________________________________________________________
 JH0103  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 JH0103  DYNAMIC HT  -         916.828 (meters)    3007.96  (feet)  COMP
 JH0103  MODELED GRAV-     979,774.7   (mgal)                       NAVD 88
 JH0103
 JH0103  VERT ORDER  -  FIRST     CLASS II
 JH0103
 JH0103.The horizontal coordinates were scaled from a topographic map and have
 JH0103.an estimated accuracy of +/- 6 seconds.
 JH0103
 JH0103.The orthometric height was determined by differential leveling
 JH0103.and adjusted by the National Geodetic Survey in June 1991..
 JH0103
 JH0103.The geoid height was determined by GEOID03.
 JH0103
 JH0103.The dynamic height is computed by dividing the NAVD 88
 JH0103.geopotential number by the normal gravity value computed on the
 JH0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0103.degrees latitude (g = 980.6199 gals.).
 JH0103
 JH0103.The modeled gravity was interpolated from observed gravity values.
 JH0103
 JH0103;                    North         East    Units  Estimated Accuracy
 JH0103;SPC KS N     -    44,600.      150,210.      MT  (+/- 180 meters Scaled)
 JH0103
 JH0103                          SUPERSEDED SURVEY CONTROL
 JH0103
 JH0103  NGVD 29 (??/??/92)  917.222  (m)         3009.25   (f) ADJ UNCH    1 2
 JH0103
 JH0103.Superseded values are not recommended for survey control.
 JH0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0103.See file dsdata.txt to determine how the superseded data were derived.
 JH0103
 JH0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH372850(NAD 83)
 JH0103_MARKER: DB = BENCH MARK DISK
 JH0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0103_SP_SET: CONCRETE POST
 JH0103_STAMPING: R 9 1933
 JH0103_MARK LOGO: CGS   
 JH0103_PROJECTION: FLUSH
 JH0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0103+STABILITY: SURFACE MOTION
 JH0103
 JH0103  HISTORY     - Date     Condition        Report By
 JH0103  HISTORY     - 1933     MONUMENTED       CGS
 JH0103  HISTORY     - 1942     GOOD             NGS
 JH0103  HISTORY     - 1986     GOOD             NGS
 JH0103
 JH0103                          STATION DESCRIPTION
 JH0103
 JH0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JH0103'6.8 MI S FROM ELKADER.
 JH0103'6.75 MILES SOUTH OF ELKADER POST OFFICE 57 FEET WEST OF CENTERLINE
 JH0103'OF HIGHWAY U.S. 83, 27 FEET WEST OF NORTH LOGAN AND SCOTT COUNTY
 JH0103'SIGN, 25 FEET NORTH OF CENTERLINE OF ROAD ON COUNTY LINE, ON
 JH0103'WEST HIGHWAY RIGHT OF WAY LINE.
 JH0103
 JH0103                          STATION RECOVERY (1942)
 JH0103
 JH0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0103'RECOVERED IN GOOD CONDITION.
 JH0103
 JH0103                          STATION RECOVERY (1986)
 JH0103
 JH0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JH0103'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.61 KM
 JH0103'(15.38 MI) NORTH ALONG US HIGHWAY 83 FROM THE POST OFFICE AT SCOTT
 JH0103'CITY, IN THE NORTHWEST CORNER OF THE JUNCTION OF A DIRT FIELD ROAD, AT
 JH0103'THE SCOTT-LOGON COUNTY LINE, 0.31 KM (0.19 MI) NORTH OF MILEPOST 122,
 JH0103'15.2 METERS (50 FT) WEST OF THE HIGHWAY CENTERLINE, 16.7 METERS (55
 JH0103'FT) SOUTHWEST OF THE WEST COUNTY LINE SIGN AND 7.0 METERS (23 FT)
 JH0103'NORTH OF THE CENTER OF THE ROAD.
 JH0103'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JH0103'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0234 ***********************************************************************
 HH0234  DESIGNATION -  R 91
 HH0234  PID         -  HH0234
 HH0234  STATE/COUNTY-  KS/GRANT
 HH0234  USGS QUAD   -  ULYSSES NE (1959)
 HH0234
 HH0234                         *CURRENT SURVEY CONTROL
 HH0234  ___________________________________________________________________
 HH0234* NAD 83(1986)-  37 42 25.     (N)    101 21 50.     (W)     SCALED    
 HH0234* NAVD 88     -       938.551  (meters)    3079.23   (feet)  ADJUSTED  
 HH0234  ___________________________________________________________________
 HH0234  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 HH0234  DYNAMIC HT  -         937.668 (meters)    3076.33  (feet)  COMP
 HH0234  MODELED GRAV-     979,657.4   (mgal)                       NAVD 88
 HH0234
 HH0234  VERT ORDER  -  SECOND    CLASS 0
 HH0234
 HH0234.The horizontal coordinates were scaled from a topographic map and have
 HH0234.an estimated accuracy of +/- 6 seconds.
 HH0234
 HH0234.The orthometric height was determined by differential leveling
 HH0234.and adjusted by the National Geodetic Survey in June 1991..
 HH0234
 HH0234.The geoid height was determined by GEOID03.
 HH0234
 HH0234.The dynamic height is computed by dividing the NAVD 88
 HH0234.geopotential number by the normal gravity value computed on the
 HH0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0234.degrees latitude (g = 980.6199 gals.).
 HH0234
 HH0234.The modeled gravity was interpolated from observed gravity values.
 HH0234
 HH0234;                    North         East    Units  Estimated Accuracy
 HH0234;SPC KS S     -   519,330.      147,510.      MT  (+/- 180 meters Scaled)
 HH0234
 HH0234                          SUPERSEDED SURVEY CONTROL
 HH0234
 HH0234  NGVD 29 (??/??/92)  938.143  (m)         3077.89   (f) ADJ UNCH    2 0
 HH0234
 HH0234.Superseded values are not recommended for survey control.
 HH0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0234.See file dsdata.txt to determine how the superseded data were derived.
 HH0234
 HH0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG916759(NAD 83)
 HH0234_MARKER: DR = REFERENCE MARK DISK
 HH0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0234_STAMPING: R 91 1935
 HH0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0234+STABILITY: SURFACE MOTION
 HH0234
 HH0234  HISTORY     - Date     Condition        Report By
 HH0234  HISTORY     - 1935     MONUMENTED       CGS
 HH0234  HISTORY     - 1958     MARK NOT FOUND   USGS
 HH0234
 HH0234                          STATION DESCRIPTION
 HH0234
 HH0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0234'8.6 MI N FROM ULYSSES.
 HH0234'ABOUT 8.6 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE HIGH SCHOOL
 HH0234'AT ULYSSES, GRANT COUNTY, 63 FEET SOUTHWEST OF THE CENTER OF THE
 HH0234'CROSSING OF AN EAST-AND-WEST ROAD, 24 FEET SOUTH OF THE CENTER
 HH0234'LINE OF THE ROAD, 55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HH0234'11 FEET SOUTH OF A SIGN, AND 2.0 FEET SOUTH OF A 4- BY 4- INCH
 HH0234'WHITE POST PROJECTING ABOUT 2.0 FEET ABOVE GROUND.  A STANDARD
 HH0234'DISK, STAMPED R 91 1935 AND SET IN THE TOP OF A CONCRETE POST
 HH0234'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 HH0234
 HH0234                          STATION RECOVERY (1958)
 HH0234
 HH0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HH0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0375 ***********************************************************************
 HH0375  DESIGNATION -  R 92
 HH0375  PID         -  HH0375
 HH0375  STATE/COUNTY-  KS/STEVENS
 HH0375  USGS QUAD   -  WAGON BED SPRING SE (1974)
 HH0375
 HH0375                         *CURRENT SURVEY CONTROL
 HH0375  ___________________________________________________________________
 HH0375* NAD 83(1986)-  37 18 56.     (N)    101 20 20.     (W)     SCALED    
 HH0375* NAVD 88     -       949.342  (meters)    3114.63   (feet)  ADJUSTED  
 HH0375  ___________________________________________________________________
 HH0375  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 HH0375  DYNAMIC HT  -         948.419 (meters)    3111.60  (feet)  COMP
 HH0375  MODELED GRAV-     979,626.4   (mgal)                       NAVD 88
 HH0375
 HH0375  VERT ORDER  -  SECOND    CLASS 0
 HH0375
 HH0375.The horizontal coordinates were scaled from a topographic map and have
 HH0375.an estimated accuracy of +/- 6 seconds.
 HH0375
 HH0375.The orthometric height was determined by differential leveling
 HH0375.and adjusted by the National Geodetic Survey in June 1991..
 HH0375
 HH0375.The geoid height was determined by GEOID03.
 HH0375
 HH0375.The dynamic height is computed by dividing the NAVD 88
 HH0375.geopotential number by the normal gravity value computed on the
 HH0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0375.degrees latitude (g = 980.6199 gals.).
 HH0375
 HH0375.The modeled gravity was interpolated from observed gravity values.
 HH0375
 HH0375;                    North         East    Units  Estimated Accuracy
 HH0375;SPC KS S     -   475,850.      148,400.      MT  (+/- 180 meters Scaled)
 HH0375
 HH0375                          SUPERSEDED SURVEY CONTROL
 HH0375
 HH0375  NGVD 29 (??/??/92)  948.939  (m)         3113.31   (f) ADJ UNCH    2 0
 HH0375
 HH0375.Superseded values are not recommended for survey control.
 HH0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0375.See file dsdata.txt to determine how the superseded data were derived.
 HH0375
 HH0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG927324(NAD 83)
 HH0375_MARKER: DB = BENCH MARK DISK
 HH0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HH0375_STAMPING: R 92 1935
 HH0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0375+STABILITY: SURFACE MOTION
 HH0375
 HH0375  HISTORY     - Date     Condition        Report By
 HH0375  HISTORY     - 1935     MONUMENTED       CGS
 HH0375  HISTORY     - 1972     POOR             USGS
 HH0375
 HH0375                          STATION DESCRIPTION
 HH0375
 HH0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HH0375'9.9 MI N FROM HUGOTON.
 HH0375'ABOUT 9.9 MILES NORTH ALONG U.S. HIGHWAY 270 FROM THE COURTHOUSE
 HH0375'AT HUGOTON, STEVENS COUNTY, 60 FEET NORTHEAST OF THE CENTER OF
 HH0375'THE CROSSING OF A ROAD LEADING TO MOSCOW, 36 FEET NORTH OF THE
 HH0375'CENTER LINE OF THE ROAD, 48 FEET EAST OF THE CENTER LINE OF THE
 HH0375'HIGHWAY, 3 FEET NORTH OF A POLE, AND 6.2 FEET SOUTH OF A CONCRETE
 HH0375'RIGHT-OF-WAY MARKER PROJECTING ABOUT 2.5 FEET ABOVE GROUND.  A
 HH0375'STANDARD DISK, STAMPED R 92 1935 AND SET IN THE TOP OF A CONCRETE
 HH0375'POST PROJECTING ABOUT 0.8 FOOT ABOVE GROUND.
 HH0375
 HH0375                          STATION RECOVERY (1972)
 HH0375
 HH0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 HH0375'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0142 ***********************************************************************
 JH0142  DESIGNATION -  R 93
 JH0142  PID         -  JH0142
 JH0142  STATE/COUNTY-  KS/LOGAN
 JH0142  USGS QUAD   -  RUSSELL SPRINGS (1972)
 JH0142
 JH0142                         *CURRENT SURVEY CONTROL
 JH0142  ___________________________________________________________________
 JH0142* NAD 83(1986)-  38 54 15.     (N)    101 13 20.     (W)     SCALED    
 JH0142* NAVD 88     -       885.705  (meters)    2905.85   (feet)  ADJUSTED  
 JH0142  ___________________________________________________________________
 JH0142  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 JH0142  DYNAMIC HT  -         884.973 (meters)    2903.45  (feet)  COMP
 JH0142  MODELED GRAV-     979,772.8   (mgal)                       NAVD 88
 JH0142
 JH0142  VERT ORDER  -  SECOND    CLASS 0
 JH0142
 JH0142.The horizontal coordinates were scaled from a topographic map and have
 JH0142.an estimated accuracy of +/- 6 seconds.
 JH0142
 JH0142.The orthometric height was determined by differential leveling
 JH0142.and adjusted by the National Geodetic Survey in June 1991..
 JH0142
 JH0142.The geoid height was determined by GEOID03.
 JH0142
 JH0142.The dynamic height is computed by dividing the NAVD 88
 JH0142.geopotential number by the normal gravity value computed on the
 JH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0142.degrees latitude (g = 980.6199 gals.).
 JH0142
 JH0142.The modeled gravity was interpolated from observed gravity values.
 JH0142
 JH0142;                    North         East    Units  Estimated Accuracy
 JH0142;SPC KS N     -    68,340.      120,560.      MT  (+/- 180 meters Scaled)
 JH0142
 JH0142                          SUPERSEDED SURVEY CONTROL
 JH0142
 JH0142  NGVD 29 (??/??/92)  885.344  (m)         2904.67   (f) ADJ UNCH    2 0
 JH0142
 JH0142.Superseded values are not recommended for survey control.
 JH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0142.See file dsdata.txt to determine how the superseded data were derived.
 JH0142
 JH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ073084(NAD 83)
 JH0142_MARKER: DB = BENCH MARK DISK
 JH0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0142_STAMPING: R 93 1935
 JH0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0142+STABILITY: SURFACE MOTION
 JH0142
 JH0142  HISTORY     - Date     Condition        Report By
 JH0142  HISTORY     - 1935     MONUMENTED       CGS
 JH0142  HISTORY     - 1940     GOOD             NGS
 JH0142  HISTORY     - 1942     GOOD             NGS
 JH0142
 JH0142                          STATION DESCRIPTION
 JH0142
 JH0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0142'2.6 MI SW FROM RUSSELL SPRINGS.
 JH0142'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0142'SOUTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 2.6 MILES.  BENCH
 JH0142'MARK IS AT THE NORTHEAST CORNER OF A CROSS-INTERSECTION OF
 JH0142'STATE HIGHWAY NO. 25 WITH A NORTH-SOUTH SECTION LINE ROAD, 74
 JH0142'FEET NORTHEAST OF CENTER OF THE INTERSECTION, 68 FEET NORTH
 JH0142'OF CENTER LINE OF THE HIGHWAY, 35 FEET EAST OF CENTER LINE OF
 JH0142'THE NORTH-SOUTH ROAD, 2.7 FEET SOUTH OF A 4 X 4 INCH WOODEN
 JH0142'POST PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.4
 JH0142'FOOT.
 JH0142
 JH0142                          STATION RECOVERY (1942)
 JH0142
 JH0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JH0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0486 ***********************************************************************
 KH0486  DESIGNATION -  R 95
 KH0486  PID         -  KH0486
 KH0486  STATE/COUNTY-  KS/CHEYENNE
 KH0486  USGS QUAD   -  ST FRANCIS (1978)
 KH0486
 KH0486                         *CURRENT SURVEY CONTROL
 KH0486  ___________________________________________________________________
 KH0486* NAD 83(1986)-  39 46 48.     (N)    101 45 39.     (W)     SCALED    
 KH0486* NAVD 88     -      1018.531  (meters)    3341.63   (feet)  ADJUSTED  
 KH0486  ___________________________________________________________________
 KH0486  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 KH0486  DYNAMIC HT  -        1017.746 (meters)    3339.05  (feet)  COMP
 KH0486  MODELED GRAV-     979,821.5   (mgal)                       NAVD 88
 KH0486
 KH0486  VERT ORDER  -  SECOND    CLASS 0
 KH0486
 KH0486.The horizontal coordinates were scaled from a topographic map and have
 KH0486.an estimated accuracy of +/- 6 seconds.
 KH0486
 KH0486.The orthometric height was determined by differential leveling
 KH0486.and adjusted by the National Geodetic Survey in June 1991..
 KH0486
 KH0486.The geoid height was determined by GEOID03.
 KH0486
 KH0486.The dynamic height is computed by dividing the NAVD 88
 KH0486.geopotential number by the normal gravity value computed on the
 KH0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0486.degrees latitude (g = 980.6199 gals.).
 KH0486
 KH0486.The modeled gravity was interpolated from observed gravity values.
 KH0486
 KH0486;                    North         East    Units  Estimated Accuracy
 KH0486;SPC KS N     -   167,290.       77,910.      MT  (+/- 180 meters Scaled)
 KH0486
 KH0486                          SUPERSEDED SURVEY CONTROL
 KH0486
 KH0486  NGVD 29 (??/??/92) 1018.107  (m)         3340.24   (f) ADJ UNCH    2 0
 KH0486
 KH0486.Superseded values are not recommended for survey control.
 KH0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0486.See file dsdata.txt to determine how the superseded data were derived.
 KH0486
 KH0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKK635069(NAD 83)
 KH0486_MARKER: DB = BENCH MARK DISK
 KH0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0486_STAMPING: R 95 1935
 KH0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0486+STABILITY: SURFACE MOTION
 KH0486
 KH0486  HISTORY     - Date     Condition        Report By
 KH0486  HISTORY     - 1935     MONUMENTED       CGS
 KH0486  HISTORY     - 1948     MARK NOT FOUND   USGS
 KH0486
 KH0486                          STATION DESCRIPTION
 KH0486
 KH0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0486'2.9 MI E FROM ST FRANCIS.
 KH0486'2.9 MI. E. OF DEPOT ALONG C.B. AND Q. RY.  (2.9 MI. W. OF WHEELER)
 KH0486'ABOUT 15 FT. W. OF THE CENTER LINE OF A DIM ROAD CROSSING TRACK,
 KH0486'ABOUT 62 FT. S.E. OF A WHISTLING POST, ABOUT 50 FT. S. OF THE CENTER
 KH0486'OF THE TRACK, ABOUT 10 FT. W. END OF GATE AND 1 FT. N. OF FENCE
 KH0486'LINE.
 KH0486
 KH0486                          STATION RECOVERY (1948)
 KH0486
 KH0486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 KH0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0271 ***********************************************************************
 KH0271  DESIGNATION -  R 96
 KH0271  PID         -  KH0271
 KH0271  STATE/COUNTY-  KS/RAWLINS
 KH0271  USGS QUAD   -  MC DONALD (1978)
 KH0271
 KH0271                         *CURRENT SURVEY CONTROL
 KH0271  ___________________________________________________________________
 KH0271* NAD 83(1986)-  39 47 30.     (N)    101 18 57.     (W)     SCALED    
 KH0271* NAVD 88     -      1012.324  (meters)    3321.27   (feet)  ADJUSTED  
 KH0271  ___________________________________________________________________
 KH0271  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 KH0271  DYNAMIC HT  -        1011.562 (meters)    3318.77  (feet)  COMP
 KH0271  MODELED GRAV-     979,839.1   (mgal)                       NAVD 88
 KH0271
 KH0271  VERT ORDER  -  SECOND    CLASS 0
 KH0271
 KH0271.The horizontal coordinates were scaled from a topographic map and have
 KH0271.an estimated accuracy of +/- 6 seconds.
 KH0271
 KH0271.The orthometric height was determined by differential leveling
 KH0271.and adjusted by the National Geodetic Survey in June 1991..
 KH0271
 KH0271.The geoid height was determined by GEOID03.
 KH0271
 KH0271.The dynamic height is computed by dividing the NAVD 88
 KH0271.geopotential number by the normal gravity value computed on the
 KH0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KH0271.degrees latitude (g = 980.6199 gals.).
 KH0271
 KH0271.The modeled gravity was interpolated from observed gravity values.
 KH0271
 KH0271;                    North         East    Units  Estimated Accuracy
 KH0271;SPC KS N     -   167,100.      116,050.      MT  (+/- 180 meters Scaled)
 KH0271
 KH0271                          SUPERSEDED SURVEY CONTROL
 KH0271
 KH0271  NGVD 29 (??/??/92) 1011.926  (m)         3319.96   (f) ADJ UNCH    2 0
 KH0271
 KH0271.Superseded values are not recommended for survey control.
 KH0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0271.See file dsdata.txt to determine how the superseded data were derived.
 KH0271
 KH0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK017072(NAD 83)
 KH0271_MARKER: DB = BENCH MARK DISK
 KH0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KH0271_STAMPING: R 96 1935
 KH0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KH0271+STABILITY: SURFACE MOTION
 KH0271
 KH0271  HISTORY     - Date     Condition        Report By
 KH0271  HISTORY     - 1935     MONUMENTED       CGS
 KH0271
 KH0271                          STATION DESCRIPTION
 KH0271
 KH0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KH0271'3.1 MI E FROM MC DONALD.
 KH0271'3.1 MI. E. ALONG C.B. AND Q. RY.  ABOUT 0.4 MI. E. OF MILEPOLE
 KH0271'107, ABOUT 37 FT. E. OF THE CENTER LINE OF A CROSS-ROAD, ABOUT
 KH0271'50 FT. S. OF THE CENTER LINE OF THE TRACK AND 2 FT. N. OF A
 KH0271'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0164 ***********************************************************************
 JH0164  DESIGNATION -  R 97
 JH0164  PID         -  JH0164
 JH0164  STATE/COUNTY-  KS/LOGAN
 JH0164  USGS QUAD   -  NICKEL MINE SPRING (1969)
 JH0164
 JH0164                         *CURRENT SURVEY CONTROL
 JH0164  ___________________________________________________________________
 JH0164* NAD 83(1986)-  38 46 25.     (N)    101 22 21.     (W)     SCALED    
 JH0164* NAVD 88     -      1008.040  (meters)    3307.21   (feet)  ADJUSTED  
 JH0164  ___________________________________________________________________
 JH0164  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 JH0164  DYNAMIC HT  -        1007.180 (meters)    3304.39  (feet)  COMP
 JH0164  MODELED GRAV-     979,741.2   (mgal)                       NAVD 88
 JH0164
 JH0164  VERT ORDER  -  SECOND    CLASS 0
 JH0164
 JH0164.The horizontal coordinates were scaled from a topographic map and have
 JH0164.an estimated accuracy of +/- 6 seconds.
 JH0164
 JH0164.The orthometric height was determined by differential leveling
 JH0164.and adjusted by the National Geodetic Survey in June 1991..
 JH0164
 JH0164.The geoid height was determined by GEOID03.
 JH0164
 JH0164.The dynamic height is computed by dividing the NAVD 88
 JH0164.geopotential number by the normal gravity value computed on the
 JH0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0164.degrees latitude (g = 980.6199 gals.).
 JH0164
 JH0164.The modeled gravity was interpolated from observed gravity values.
 JH0164
 JH0164;                    North         East    Units  Estimated Accuracy
 JH0164;SPC KS N     -    54,330.      106,990.      MT  (+/- 180 meters Scaled)
 JH0164
 JH0164                          SUPERSEDED SURVEY CONTROL
 JH0164
 JH0164  NGVD 29 (??/??/92) 1007.651  (m)         3305.93   (f) ADJ UNCH    2 0
 JH0164
 JH0164.Superseded values are not recommended for survey control.
 JH0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0164.See file dsdata.txt to determine how the superseded data were derived.
 JH0164
 JH0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH938943(NAD 83)
 JH0164_MARKER: DB = BENCH MARK DISK
 JH0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0164_STAMPING: R 97 1935
 JH0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0164+STABILITY: SURFACE MOTION
 JH0164
 JH0164  HISTORY     - Date     Condition        Report By
 JH0164  HISTORY     - 1935     MONUMENTED       CGS
 JH0164  HISTORY     - 1940     GOOD             NGS
 JH0164  HISTORY     - 1966     MARK NOT FOUND   USGS
 JH0164
 JH0164                          STATION DESCRIPTION
 JH0164
 JH0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0164'19.8 MI SW FROM RUSSELL SPRINGS.
 JH0164'TO REACH FROM THE COURT HOUSE IN RUSSELL SPRINGS, PROCEED
 JH0164'SOUTHWESTERLY ALONG STATE HIGHWAY NO. 25, GO 19.8 MILES.  BENCH
 JH0164'MARK IS AT THE SOUTHWEST CORNER OF A CROSS-INTERSECTION OF STATE
 JH0164'HIGHWAY NO. 25 WITH AN UNIMPROVED EAST-WEST SECTION LINE ROAD,
 JH0164'92 FEET SOUTHWEST OF CENTER OF THE INTERSECTION, 88 FEET WEST
 JH0164'OF CENTER LINE OF THE HIGHWAY, 25 FEET SOUTH OF CENTER LINE
 JH0164'OF THE EAST-WEST ROAD, 2.8 FEET EAST OF A 4 X 4 INCH WOODEN
 JH0164'POST PAINTED WHITE PROJECTING 20 FEET.  MONUMENT PROJECTS
 JH0164'0.4 FOOT.
 JH0164
 JH0164                          STATION RECOVERY (1966)
 JH0164
 JH0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JH0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0200 ***********************************************************************
 JH0200  DESIGNATION -  R 98
 JH0200  PID         -  JH0200
 JH0200  STATE/COUNTY-  KS/WICHITA
 JH0200  USGS QUAD   -  LEOTI (1970)
 JH0200
 JH0200                         *CURRENT SURVEY CONTROL
 JH0200  ___________________________________________________________________
 JH0200* NAD 83(1986)-  38 26 10.     (N)    101 21 30.     (W)     SCALED    
 JH0200* NAVD 88     -      1005.312  (meters)    3298.26   (feet)  ADJUSTED  
 JH0200  ___________________________________________________________________
 JH0200  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 JH0200  DYNAMIC HT  -        1004.444 (meters)    3295.41  (feet)  COMP
 JH0200  MODELED GRAV-     979,730.5   (mgal)                       NAVD 88
 JH0200
 JH0200  VERT ORDER  -  SECOND    CLASS 0
 JH0200
 JH0200.The horizontal coordinates were scaled from a topographic map and have
 JH0200.an estimated accuracy of +/- 6 seconds.
 JH0200
 JH0200.The orthometric height was determined by differential leveling
 JH0200.and adjusted by the National Geodetic Survey in June 1991..
 JH0200
 JH0200.The geoid height was determined by GEOID03.
 JH0200
 JH0200.The dynamic height is computed by dividing the NAVD 88
 JH0200.geopotential number by the normal gravity value computed on the
 JH0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0200.degrees latitude (g = 980.6199 gals.).
 JH0200
 JH0200.The modeled gravity was interpolated from observed gravity values.
 JH0200
 JH0200;                    North         East    Units  Estimated Accuracy
 JH0200;SPC KS S     -   600,210.      150,480.      MT  (+/- 180 meters Scaled)
 JH0200
 JH0200                          SUPERSEDED SURVEY CONTROL
 JH0200
 JH0200  NGVD 29 (??/??/92) 1004.942  (m)         3297.05   (f) ADJ UNCH    2 0
 JH0200
 JH0200.Superseded values are not recommended for survey control.
 JH0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0200.See file dsdata.txt to determine how the superseded data were derived.
 JH0200
 JH0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKH941568(NAD 83)
 JH0200_MARKER: DB = BENCH MARK DISK
 JH0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0200_STAMPING: R 98 1935
 JH0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0200+STABILITY: SURFACE MOTION
 JH0200
 JH0200  HISTORY     - Date     Condition        Report By
 JH0200  HISTORY     - 1935     MONUMENTED       CGS
 JH0200  HISTORY     - 1940     GOOD             NGS
 JH0200  HISTORY     - 1968     MARK NOT FOUND   USGS
 JH0200
 JH0200                          STATION DESCRIPTION
 JH0200
 JH0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0200'2.8 MI S FROM LEOTI.
 JH0200'TO REACH FROM THE COURT HOUSE IN LEOTI, PROCEED SOUTHWARD ALONG
 JH0200'STATE HIGHWAY NO. 25, GO 2.8 MILES.  BENCH MARK IS AT THE
 JH0200'SOUTHWEST CORNER OF T-INTERSECTION OF STATE HIGHWAY NO. 25 AND
 JH0200'ENTRANCE TO RIGHT-OF-WAY FOR A SECTION LINE ROAD, 81 FEET
 JH0200'SOUTHWEST OF CENTER OF INTERSECTION, 79 FEET WEST OF CENTER
 JH0200'LINE OF THE HIGHWAY, 5.0 FEET EAST OF FENCE CORNER, 2.0 FEET EAST
 JH0200'OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
 JH0200'MONUMENT PROJECTS 0.4 FOOT.
 JH0200
 JH0200                          STATION RECOVERY (1968)
 JH0200
 JH0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JH0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0232 ***********************************************************************
 JH0232  DESIGNATION -  R 99
 JH0232  PID         -  JH0232
 JH0232  STATE/COUNTY-  KS/KEARNY
 JH0232  USGS QUAD   -  MATTOX DRAW NE (1965)
 JH0232
 JH0232                         *CURRENT SURVEY CONTROL
 JH0232  ___________________________________________________________________
 JH0232* NAD 83(1986)-  38 08 52.     (N)    101 16 03.     (W)     SCALED    
 JH0232* NAVD 88     -       972.863  (meters)    3191.80   (feet)  ADJUSTED  
 JH0232  ___________________________________________________________________
 JH0232  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 JH0232  DYNAMIC HT  -         971.998 (meters)    3188.96  (feet)  COMP
 JH0232  MODELED GRAV-     979,707.0   (mgal)                       NAVD 88
 JH0232
 JH0232  VERT ORDER  -  SECOND    CLASS 0
 JH0232
 JH0232.The horizontal coordinates were scaled from a topographic map and have
 JH0232.an estimated accuracy of +/- 6 seconds.
 JH0232
 JH0232.The orthometric height was determined by differential leveling
 JH0232.and adjusted by the National Geodetic Survey in June 1991..
 JH0232
 JH0232.The geoid height was determined by GEOID03.
 JH0232
 JH0232.The dynamic height is computed by dividing the NAVD 88
 JH0232.geopotential number by the normal gravity value computed on the
 JH0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JH0232.degrees latitude (g = 980.6199 gals.).
 JH0232
 JH0232.The modeled gravity was interpolated from observed gravity values.
 JH0232
 JH0232;                    North         East    Units  Estimated Accuracy
 JH0232;SPC KS S     -   567,980.      157,460.      MT  (+/- 180 meters Scaled)
 JH0232
 JH0232                          SUPERSEDED SURVEY CONTROL
 JH0232
 JH0232  NGVD 29 (??/??/92)  972.474  (m)         3190.53   (f) ADJ UNCH    2 0
 JH0232
 JH0232.Superseded values are not recommended for survey control.
 JH0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0232.See file dsdata.txt to determine how the superseded data were derived.
 JH0232
 JH0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH013246(NAD 83)
 JH0232_MARKER: DB = BENCH MARK DISK
 JH0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JH0232_STAMPING: R 99 1935
 JH0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0232+STABILITY: SURFACE MOTION
 JH0232
 JH0232  HISTORY     - Date     Condition        Report By
 JH0232  HISTORY     - 1935     MONUMENTED       CGS
 JH0232  HISTORY     - 1940     GOOD             NGS
 JH0232  HISTORY     - 1965     MARK NOT FOUND   USGS
 JH0232
 JH0232                          STATION DESCRIPTION
 JH0232
 JH0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JH0232'14.4 MI N FROM LAKIN.
 JH0232'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION
 JH0232'IN LAKIN, PROCEED NORTHWARD ALONG STATE HIGHWAY NO. 25, GO
 JH0232'14.4 MILES.  BENCH MARK IS AT THE SOUTHWEST CORNER OF
 JH0232'T-INTERSECTION OF STATE HIGHWAY NO. 25 WITH A ROAD TO THE WEST,
 JH0232'68 FEET SOUTHWEST OF CENTER OF THE INTERSECTION, 66 FEET WEST
 JH0232'OF CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTER
 JH0232'LINE OF THE ROAD TO THE WEST, 18 FEET WEST OF A FENCE CORNER,
 JH0232'3.0 FEET EAST OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 JH0232'PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.4 FOOT.
 JH0232
 JH0232                          STATION RECOVERY (1965)
 JH0232
 JH0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JH0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE2006 ***********************************************************************
 JE2006  DESIGNATION -  RABBIT
 JE2006  PID         -  JE2006
 JE2006  STATE/COUNTY-  KS/MIAMI
 JE2006  USGS QUAD   -  LOUISBURG (1957)
 JE2006
 JE2006                         *CURRENT SURVEY CONTROL
 JE2006  ___________________________________________________________________
 JE2006* NAD 83(1997)-  38 33 05.00970(N)    094 40 36.83617(W)     ADJUSTED  
 JE2006* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 JE2006  ___________________________________________________________________
 JE2006  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 JE2006  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 JE2006
 JE2006  HORZ ORDER  -  THIRD
 JE2006
 JE2006.The horizontal coordinates were established by classical geodetic methods
 JE2006.and adjusted by the National Geodetic Survey in October 1998..
 JE2006
 JE2006.The orthometric height was scaled from a topographic map.
 JE2006
 JE2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE2006
 JE2006.The geoid height was determined by GEOID03.
 JE2006
 JE2006;                    North         East     Units Scale Factor Converg.
 JE2006;SPC KS S     -   616,014.629   733,168.206   MT  0.99999701   +2 20 57.9
 JE2006;UTM  15      - 4,268,328.790   353,877.228   MT  0.99986295   -1 02 42.9
 JE2006
 JE2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE2006!SPC KS S     -   0.99995165  x   0.99999701  =   0.99994866
 JE2006!UTM  15      -   0.99995165  x   0.99986295  =   0.99981461
 JE2006
 JE2006:                Primary Azimuth Mark                     Grid Az
 JE2006:SPC KS S     -  WAG                                      317 04 24.2
 JE2006:UTM  15      -  WAG                                      320 28 05.0
 JE2006
 JE2006|---------------------------------------------------------------------|
 JE2006| PID    Reference Object                     Distance      Geod. Az  |
 JE2006|                                                           dddmmss.s |
 JE2006| JE2011 WAG                                 APPROX.16.1 KM 3192522.1 |
 JE2006|---------------------------------------------------------------------|
 JE2006
 JE2006                          SUPERSEDED SURVEY CONTROL
 JE2006
 JE2006  NAD 83(1986)-  38 33 05.01670(N)    094 40 36.83521(W) AD(       ) 3
 JE2006  NAD 27      -  38 33 04.98099(N)    094 40 35.99910(W) AD(       ) 3
 JE2006
 JE2006.Superseded values are not recommended for survey control.
 JE2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE2006.See file dsdata.txt to determine how the superseded data were derived.
 JE2006
 JE2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC5387768329(NAD 83)
 JE2006_MARKER: DS = TRIANGULATION STATION DISK
 JE2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE2006
 JE2006  HISTORY     - Date     Condition        Report By
 JE2006  HISTORY     - 1948     MONUMENTED       CGS
 JE2006  HISTORY     - 1970     GOOD             NGS
 JE2006
 JE2006                          STATION DESCRIPTION
 JE2006
 JE2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE2006'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF LOUISBURG
 JE2006'ON LAND OWNED AND OCCUPIED BY MR. EARNEST KOHLENBURG.  IT
 JE2006'IS IN THE NORTHEAST CORNER OF THE BARNYARD LOT, 67.5 FEET
 JE2006'NORTHWEST OF THE NORTHWEST CORNER OF THE FARM HOUSE, 28
 JE2006'FEET EAST OF THE SOUTHEAST CORNER OF THE CHICKEN HOUSE,
 JE2006'25.5 FEET WEST OF FENCE LINE AND 8 FEET SOUTH OF FENCE LINE.
 JE2006'IT IS STAMPED RABBIT 1948 AND SET FLUSH WITH THE GROUND
 JE2006'SURFACE.
 JE2006'
 JE2006'REFERENCE MARK NO 1 IS SOUTH-SOUTHEAST OF THE STATION, 15
 JE2006'FEET NORTH OF THE NORTH END OF GATE INTO YARD AND 1 FOOT
 JE2006'WEST OF FENCE LINE.  IT IS STAMPED RABBIT NO 1 1948 AND
 JE2006'SET FLUSH WITH THE GROUND SURFACE.
 JE2006'
 JE2006'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION,
 JE2006'38 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHICKEN HOUSE
 JE2006'AND 31 FEET WEST-NORTHWEST OF A LARGE MAPLE TREE.  IT IS
 JE2006'STAMPED RABBIT NO 2 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE2006'
 JE2006'THE AZIMUTH MARK IS ABOUT 0.6 MILE NORTH OF THE STATION,
 JE2006'SET IN THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 69.  IT IS
 JE2006'30 FEET EAST OF THE CENTER OF THE HIGHWAY, 2 FEET SOUTH-SOUTHWEST
 JE2006'OF WITNESS POST AND 1 FOOT WEST OF FENCE LINE.  IT IS STAMPED
 JE2006'RABBIT 1948 AND PROJECTS 6 INCHES.
 JE2006'
 JE2006'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 JE2006'AND STATE ROUTE 68 IN LOUISBURG, GO SOUTH ON U.S. HIGHWAY
 JE2006'69 FOR 4.3 MILES TO THE AZIMUTH MARK ON THE EAST SIDE AS
 JE2006'DESCRIBED, CONTINUE SOUTH ON HIGHWAY FOR 0.6 MILE TO THE
 JE2006'KOHLENBURG FARM HOUSE ON THE WEST SIDE, TURN RIGHT INTO
 JE2006'DRIVEWAY AND CONTINUE AROUND HOUSE TO THE NORTHWEST CORNER
 JE2006'AND STATION AS DESCRIBED.
 JE2006'
 JE2006'AN 87 FOOT SIGNAL AT STATION WAG IS VISIBLE AT 64 FEET.
 JE2006'
 JE2006'A 74 FOOT SIGNAL AT STATION LOUISBURG IS VISIBLE AT 20 FEET.
 JE2006'
 JE2006'A 74 FOOT SIGNAL AT STATION WINDISCH 1934 IS VISIBLE AT 20 FEET.
 JE2006'
 JE2006'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE2006
 JE2006                          STATION RECOVERY (1970)
 JE2006
 JE2006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE2006'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 JE2006'2, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 JE2006'AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION
 JE2006'WAS FOUND ADEQUATE FOR RECOVERY.
 JE2006'
 JE2006'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE STATION MARK.
 JE2006'
 JE2006'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JE2006'
 JE2006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT
 JE2006'5 MILES SOUTH OF LOUISBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0873 ***********************************************************************
 KF0873  DESIGNATION -  RADIO STA KFRM TWR NE 1 OF 3
 KF0873  PID         -  KF0873
 KF0873  STATE/COUNTY-  KS/CLOUD
 KF0873  USGS QUAD   -  AURORA NW (1965)
 KF0873
 KF0873                         *CURRENT SURVEY CONTROL
 KF0873  ___________________________________________________________________
 KF0873* NAD 83(1997)-  39 26 08.13965(N)    097 39 34.83474(W)     ADJUSTED  
 KF0873* NAVD 88     -                                                        
 KF0873  ___________________________________________________________________
 KF0873  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 KF0873  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 KF0873
 KF0873  HORZ ORDER  -  THIRD
 KF0873
 KF0873.The horizontal coordinates were established by classical geodetic methods
 KF0873.and adjusted by the National Geodetic Survey in October 1998..
 KF0873
 KF0873
 KF0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0873
 KF0873.The geoid height was determined by GEOID03.
 KF0873
 KF0873;                    North         East     Units Scale Factor Converg.
 KF0873;SPC KS N     -   122,419.745   429,298.220   MT  0.99996204   +0 12 55.2
 KF0873;UTM  14      - 4,365,973.862   615,348.048   MT  0.99976382   +0 51 05.3
 KF0873
 KF0873                          SUPERSEDED SURVEY CONTROL
 KF0873
 KF0873  NAD 83(1986)-  39 26 08.14807(N)    097 39 34.83296(W) AD(       ) 4
 KF0873  NAD 27      -  39 26 08.14500(N)    097 39 33.70300(W) AD(       ) 3
 KF0873
 KF0873.Superseded values are not recommended for survey control.
 KF0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0873.See file dsdata.txt to determine how the superseded data were derived.
 KF0873
 KF0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ1534865974(NAD 83)
 KF0873_MARKER: 43 = RADIO/TV TOWER
 KF0873
 KF0873  HISTORY     - Date     Condition        Report By
 KF0873  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0873
 KF0873                          STATION DESCRIPTION
 KF0873
 KF0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0873'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF CONCORDIA
 KF0873'AND 1/2 MILE EAST OF U.S. HIGHWAY NO 81.  THIS IS THE NORTHEAST
 KF0873'ONE OF THREE RADIO TOWERS OF K.F.R.M. RADIO STATION OF KANSAS
 KF0873'CITY AND USED AS RELAY STATION.  IT IS AN ALL STEEL STRUCTURE
 KF0873'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE WITH AN OVER ALL
 KF0873'HEIGHT OF 317 FEET.  POINT OBSERVED UPON, RED LIGHT ON THE TOP
 KF0873'OF THE STRUCTURE.  POINT TRAVERSED TO CENTER OF BASE OF
 KF0873'STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1077 ***********************************************************************
 KF1077  DESIGNATION -  RADIO STA KSAC TWR
 KF1077  PID         -  KF1077
 KF1077  STATE/COUNTY-  KS/RILEY
 KF1077  USGS QUAD   -  MANHATTAN (1991)
 KF1077
 KF1077                         *CURRENT SURVEY CONTROL
 KF1077  ___________________________________________________________________
 KF1077* NAD 83(1997)-  39 12 59.99986(N)    096 35 14.16136(W)     ADJUSTED  
 KF1077* NAVD 88     -                                                        
 KF1077  ___________________________________________________________________
 KF1077  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 KF1077  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 KF1077
 KF1077  HORZ ORDER  -  THIRD
 KF1077
 KF1077.The horizontal coordinates were established by classical geodetic methods
 KF1077.and adjusted by the National Geodetic Survey in October 1998..
 KF1077
 KF1077
 KF1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1077
 KF1077.The geoid height was determined by GEOID03.
 KF1077
 KF1077;                    North         East     Units Scale Factor Converg.
 KF1077;SPC KS N     -    99,011.604   521,995.669   MT  0.99995703   +0 53 37.9
 KF1077;UTM  14      - 4,343,594.547   708,296.581   MT  1.00013425   +1 31 33.6
 KF1077
 KF1077                          SUPERSEDED SURVEY CONTROL
 KF1077
 KF1077  NAD 83(1986)-  39 13 00.00589(N)    096 35 14.15857(W) AD(       ) 4
 KF1077  NAD 27      -  39 13 00.02633(N)    096 35 13.13853(W) AD(       ) 3
 KF1077
 KF1077.Superseded values are not recommended for survey control.
 KF1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1077.See file dsdata.txt to determine how the superseded data were derived.
 KF1077
 KF1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0829743595(NAD 83)
 KF1077_MARKER: 43 = RADIO/TV TOWER
 KF1077
 KF1077  HISTORY     - Date     Condition        Report By
 KF1077  HISTORY     - 1970     FIRST OBSERVED   KSU
 KF1077
 KF1077                          STATION DESCRIPTION
 KF1077
 KF1077'DESCRIBED BY KANSAS STATE UNIVERSITY 1970 (AMA)
 KF1077'THE TOP LIGHT OF THE KSAC RADIO TOWER LOCATED ON DENISON AVE NEAR
 KF1077'THE INTERSECTION WITH MARLATT AVE.  THE TOWER IS MADE OF STEEL
 KF1077'AND IS 424 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0773 ***********************************************************************
 JG0773  DESIGNATION -  RADIUM COOP CO GRAIN ELEVATOR
 JG0773  PID         -  JG0773
 JG0773  STATE/COUNTY-  KS/STAFFORD
 JG0773  USGS QUAD   -  RADIUM (1969)
 JG0773
 JG0773                         *CURRENT SURVEY CONTROL
 JG0773  ___________________________________________________________________
 JG0773* NAD 83(1997)-  38 10 28.13310(N)    098 53 46.44033(W)     ADJUSTED  
 JG0773* NAVD 88     -                                                        
 JG0773  ___________________________________________________________________
 JG0773  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 JG0773  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 JG0773
 JG0773  HORZ ORDER  -  THIRD
 JG0773
 JG0773.The horizontal coordinates were established by classical geodetic methods
 JG0773.and adjusted by the National Geodetic Survey in October 1998..
 JG0773
 JG0773
 JG0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0773
 JG0773.The geoid height was determined by GEOID03.
 JG0773
 JG0773;                    North         East     Units Scale Factor Converg.
 JG0773;SPC KS S     -   567,419.743   365,282.444   MT  0.99994594   -0 14 36.6
 JG0773;UTM  14      - 4,225,179.470   509,088.801   MT  0.99960102   +0 03 50.9
 JG0773
 JG0773                          SUPERSEDED SURVEY CONTROL
 JG0773
 JG0773  NAD 83(1997)-  38 10 28.14033(N)    098 53 46.44027(W) AD(       ) 4
 JG0773  NAD 83(1986)-  38 10 28.14073(N)    098 53 46.43918(W) AD(       ) 4
 JG0773  NAD 27      -  38 10 28.09200(N)    098 53 45.10800(W) AD(       ) 3
 JG0773
 JG0773.Superseded values are not recommended for survey control.
 JG0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0773.See file dsdata.txt to determine how the superseded data were derived.
 JG0773
 JG0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH0908925179(NAD 83)
 JG0773_MARKER: 65 = GRAIN ELEVATOR
 JG0773_SETTING: 0 = UNSPECIFIED SETTING
 JG0773
 JG0773  HISTORY     - Date     Condition        Report By
 JG0773  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0773
 JG0773                          STATION DESCRIPTION
 JG0773
 JG0773'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0821 ***********************************************************************
 HG0821  DESIGNATION -  RAGO S P WALLINGFORD ELEVATOR
 HG0821  PID         -  HG0821
 HG0821  STATE/COUNTY-  KS/KINGMAN
 HG0821  USGS QUAD   -  RAGO (1973)
 HG0821
 HG0821                         *CURRENT SURVEY CONTROL
 HG0821  ___________________________________________________________________
 HG0821* NAD 83(1997)-  37 27 05.07429(N)    098 04 46.46369(W)     ADJUSTED  
 HG0821* NAVD 88     -                                                        
 HG0821  ___________________________________________________________________
 HG0821  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 HG0821  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 HG0821
 HG0821  HORZ ORDER  -  THIRD
 HG0821
 HG0821.The horizontal coordinates were established by classical geodetic methods
 HG0821.and adjusted by the National Geodetic Survey in October 1998..
 HG0821
 HG0821
 HG0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0821
 HG0821.The geoid height was determined by GEOID03.
 HG0821
 HG0821;                    North         East     Units Scale Factor Converg.
 HG0821;SPC KS S     -   487,178.445   437,199.213   MT  0.99996882   +0 15 30.1
 HG0821;UTM  14      - 4,145,348.260   581,410.199   MT  0.99968164   +0 33 35.0
 HG0821
 HG0821                          SUPERSEDED SURVEY CONTROL
 HG0821
 HG0821  NAD 83(1997)-  37 27 05.07964(N)    098 04 46.46587(W) AD(       ) 4
 HG0821  NAD 83(1986)-  37 27 05.08162(N)    098 04 46.46070(W) AD(       ) 4
 HG0821  NAD 27      -  37 27 05.01749(N)    098 04 45.23482(W) AD(       ) 3
 HG0821
 HG0821.Superseded values are not recommended for survey control.
 HG0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0821.See file dsdata.txt to determine how the superseded data were derived.
 HG0821
 HG0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG8141045348(NAD 83)
 HG0821_MARKER: 65 = GRAIN ELEVATOR
 HG0821
 HG0821  HISTORY     - Date     Condition        Report By
 HG0821  HISTORY     - 1962     FIRST OBSERVED   CGS
 HG0821
 HG0821                          STATION DESCRIPTION
 HG0821
 HG0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HG0821'THE STATION IS THE LIGHT ON THE NORTH SIDE OF THE HEADHOUSE
 HG0821'OF A GRAIN ELEVATOR, LOCATED IN THE SOUTHEAST PART OF RAGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0242 ***********************************************************************
 KF0242  DESIGNATION -  RAIL
 KF0242  PID         -  KF0242
 KF0242  STATE/COUNTY-  KS/GEARY
 KF0242  USGS QUAD   -  JUNCTION CITY (1982)
 KF0242
 KF0242                         *CURRENT SURVEY CONTROL
 KF0242  ___________________________________________________________________
 KF0242* NAD 83(1997)-  39 00 36.33545(N)    096 49 48.64880(W)     ADJUSTED  
 KF0242* NAVD 88     -       338.142  (meters)    1109.39   (feet)  ADJUSTED  
 KF0242  ___________________________________________________________________
 KF0242  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 KF0242  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 KF0242  DYNAMIC HT  -         337.908 (meters)    1108.62  (feet)  COMP
 KF0242  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 KF0242
 KF0242  HORZ ORDER  -  SECOND
 KF0242  VERT ORDER  -  SECOND    CLASS 0
 KF0242
 KF0242.The horizontal coordinates were established by classical geodetic methods
 KF0242.and adjusted by the National Geodetic Survey in October 1998..
 KF0242
 KF0242.The orthometric height was determined by differential leveling
 KF0242.and adjusted by the National Geodetic Survey in June 1991..
 KF0242
 KF0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0242
 KF0242.The geoid height was determined by GEOID03.
 KF0242
 KF0242.The dynamic height is computed by dividing the NAVD 88
 KF0242.geopotential number by the normal gravity value computed on the
 KF0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0242.degrees latitude (g = 980.6199 gals.).
 KF0242
 KF0242.The modeled gravity was interpolated from observed gravity values.
 KF0242
 KF0242;                    North         East     Units Scale Factor Converg.
 KF0242;SPC KS N     -    75,782.014   501,316.580   MT  0.99996562   +0 44 24.6
 KF0242;UTM  14      - 4,320,136.455   687,871.226   MT  1.00003463   +1 21 58.3
 KF0242
 KF0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0242!SPC KS N     -   0.99995160  x   0.99996562  =   0.99991722
 KF0242!UTM  14      -   0.99995160  x   1.00003463  =   0.99998623
 KF0242
 KF0242:                Primary Azimuth Mark                     Grid Az
 KF0242:SPC KS N     -  JUNCTION CITY RAD STA KJCK MST           173 24 46.8
 KF0242:UTM  14      -  JUNCTION CITY RAD STA KJCK MST           172 47 13.1
 KF0242
 KF0242|---------------------------------------------------------------------|
 KF0242| PID    Reference Object                     Distance      Geod. Az  |
 KF0242|                                                           dddmmss.s |
 KF0242| JF1484 JUNCTION CITY RAD STA KJCK MST      APPROX. 2.2 KM 1740911.4 |
 KF0242| KF0241 RAIL RM 2                            42.495 METERS 23538     |
 KF0242| KF0240 PASS AZ MK                          APPROX. 2.1 KM 2370144.6 |
 KF0242| KF1107 JUNCTION CITY TV INC N MAST         APPROX. 3.5 KM 2783313.5 |
 KF0242| KF1095 JUNCTION CITY MUN TANK              APPROX. 1.7 KM 3102134.6 |
 KF0242| KF0243 RAIL RM 1                            12.381 METERS 33112     |
 KF0242|---------------------------------------------------------------------|
 KF0242
 KF0242                          SUPERSEDED SURVEY CONTROL
 KF0242
 KF0242  NAD 83(1986)-  39 00 36.34176(N)    096 49 48.64740(W) AD(       ) 2
 KF0242  NAD 27      -  39 00 36.34749(N)    096 49 47.61425(W) AD(       ) 2
 KF0242  NGVD 29 (??/??/92)  338.029  (m)         1109.02   (f) ADJ UNCH    2 0
 KF0242
 KF0242.Superseded values are not recommended for survey control.
 KF0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0242.See file dsdata.txt to determine how the superseded data were derived.
 KF0242
 KF0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8787120136(NAD 83)
 KF0242_MARKER: DE = TRAVERSE STATION DISK
 KF0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0242_STAMPING: RAIL 1970
 KF0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0242+STABILITY: SURFACE MOTION
 KF0242
 KF0242  HISTORY     - Date     Condition        Report By
 KF0242  HISTORY     - 1970     MONUMENTED       NGS
 KF0242  HISTORY     - 1970     GOOD             NGS
 KF0242
 KF0242                          STATION DESCRIPTION
 KF0242
 KF0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0242'THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTH OF THE BUSINESS
 KF0242'CENTER OF JUNCTION CITY, IN THE MEDIAN OF INTERSTATE HIGHWAY 70
 KF0242'AT THE EAST END OF THE RAILROAD OVERPASS AND IN THE NORTHWEST 1/4
 KF0242'OF SECTION 13, T12S, R5E.
 KF0242'
 KF0242'TO REACH THE STATION FROM THE INTERCHANGE OF I 70 AND STATE
 KF0242'HIGHWAY 77 GO EAST ON I 70 FOR 1.85 MILES TO EAST END OF THE
 KF0242'OVERPASS AND THE STATION ON THE LEFT.
 KF0242'
 KF0242'STATION MARKS ARE STANDARD TRAVERSE DISKS STAMPED RAIL 1970.
 KF0242'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KF0242'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 KF0242'24 FEET NORTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF
 KF0242'I 70, 5.6 FEET NORTHWEST OF THE EAST END OF A METAL GUARDRAIL,
 KF0242'4.6 FEET SOUTHWEST OF A METAL GUARDRAIL.  THE UNDERGROUND MARK
 KF0242'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 KF0242'3-1/2 FEET BELOW THE GROUND SURFACE.
 KF0242'
 KF0242'REFERENCE MARK 1, IS A STANDARD DISK STAMPED RIAL NO 1 1970,
 KF0242'CEMENTED IN A DRILL HOLE IN THE EAST END OF SOUTHEAST CORNER OF
 KF0242'A BRIDGE OF THE WEST BOUND LANES OF I 70 AND PROJECTS 10 INCHES
 KF0242'ABOVE THE GROUND SURFACE.  IT IS 20 FEET SOUTHWEST OF THE
 KF0242'CENTERLINE OF THE WEST BOUND LANES OF I 70 AND 2 FEET WEST OF THE
 KF0242'NORTH END OF A METAL GUARDRAIL.
 KF0242'
 KF0242'REFERENCE MARK 2, IS A STANDARD DISK STAMPED RIAL NO 2 1970,
 KF0242'CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF THE BRIDGE
 KF0242'WINGWALL OF THE EAST BOUND LANES OF I 70 AND IS FLUSH WITH THE
 KF0242'CONCRETE SURFACE.  IT IS 20 FEET NORTHWEST OF THE CENTERLINE
 KF0242'OF THE EAST BOUND LANES OF I 70 AND 51 FEET NORTH OF THE WEST
 KF0242'END OF A METAL GUARDRAIL.
 KF0242'
 KF0242'STATION PASS AZIMUTH WILL SERVE AS THE AZIMUTH MARK.
 KF0242'
 KF0242'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 KF0242
 KF0242                          STATION RECOVERY (1970)
 KF0242
 KF0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0242'AT JUNCTION CITY.
 KF0242'AT JUNCTION CITY, AT THE EAST END OF THE INTERSTATE HIGHWAY 70
 KF0242'OVERPASS FOR THE UNION PACIFIC RAILROAD, 24 FEET NORTH OF THE
 KF0242'CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 4 1/2 FEET
 KF0242'WEST OF THE SOUTH END OF THE NORTH METAL GUARDRAIL FOR THE SOUTH
 KF0242'LANES OF THE HIGHWAY, 40.70 FEET SOUTH OF RAIL RM 1, ABOUT LEVEL
 KF0242'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 KF0242'PROJECTS 0.1 FOOT.  SEC 13, T 12 S, R 5 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0805 ***********************************************************************
 HF0805  DESIGNATION -  RAIL RESET
 HF0805  PID         -  HF0805
 HF0805  STATE/COUNTY-  KS/SUMNER
 HF0805  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0805
 HF0805                         *CURRENT SURVEY CONTROL
 HF0805  ___________________________________________________________________
 HF0805* NAD 83(1986)-  37 27 52.     (N)    097 42 23.     (W)     SCALED    
 HF0805* NAVD 88     -       419.53   (meters)    1376.4    (feet)  RESET     
 HF0805  ___________________________________________________________________
 HF0805  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HF0805
 HF0805  VERT ORDER  -  THIRD
 HF0805
 HF0805.The horizontal coordinates were scaled from a topographic map and have
 HF0805.an estimated accuracy of +/- 6 seconds.
 HF0805
 HF0805.The orthometric height was computed from unverified reset data.
 HF0805
 HF0805.The geoid height was determined by GEOID03.
 HF0805
 HF0805;                    North         East    Units  Estimated Accuracy
 HF0805;SPC KS S     -   488,840.      470,210.      MT  (+/- 180 meters Scaled)
 HF0805
 HF0805                          SUPERSEDED SURVEY CONTROL
 HF0805
 HF0805.No superseded survey control is available for this station.
 HF0805
 HF0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG143471(NAD 83)
 HF0805_MARKER: DS = TRIANGULATION STATION DISK
 HF0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0805_STAMPING: BM RESET RAIL 1962 1967
 HF0805_MARK LOGO: CGS   
 HF0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0805+STABILITY: SURFACE MOTION
 HF0805
 HF0805  HISTORY     - Date     Condition        Report By
 HF0805  HISTORY     - 1967     MONUMENTED       CGS
 HF0805  HISTORY     - 1981     GOOD             NGS
 HF0805  HISTORY     - 1981     GOOD             NGS
 HF0805  HISTORY     - 19810615 GOOD             NGS
 HF0805
 HF0805                          STATION DESCRIPTION
 HF0805
 HF0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HF0805'4.1 MI W FROM VIOLA.
 HF0805'1.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0805'FROM THE STATION AT VIOLA, THENCE 0.7 MILE SOUTH ALONG A DIRT
 HF0805'ROAD TO THE INTERSECTION OF STATE HIGHWAY 42, THENCE 1.5 MILES
 HF0805'WEST ALONG STATE HIGHWAY 42 TO A FIELD ENTRANCE, 173.5 FEET
 HF0805'SOUTH OF THE CENTERLINE OF HIGHWAY, 1 FOOT WEST OF AN OLD
 HF0805'PROPERTY LINE FENCE, AND SET IN THE TOP OF A SQUARE CONCRETE
 HF0805'POST WHICH IS 16 INCHES BELOW THE SURFACE OF THE GROUND.
 HF0805
 HF0805                          STATION RECOVERY (1981)
 HF0805
 HF0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HF0805'RECOVERED IN GOOD CONDITION.
 HF0805
 HF0805                          STATION RECOVERY (1981)
 HF0805
 HF0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HF0805'RECOVERED IN GOOD CONDITION.
 HF0805
 HF0805                          STATION RECOVERY (1981)
 HF0805
 HF0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 HF0805'THE STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE RECOVERED
 HF0805'IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  REFERENCE MARK 3,
 HF0805'WHICH HAD BEEN REPORTED DESTROYED BY ROAD CONSTRUCTION, WAS NOT FOUND.
 HF0805'A REFERENCE MARK 5 WAS ESTABLISHED.  THE DISTANCE AND DIRECTION TO
 HF0805'REFERENCE MARK 4 WAS VERIFIED, THEREFORE, THE UNDERGROUND MARK WAS NOT
 HF0805'INSPECTED.  REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---RAIL 1962
 HF0805'NO 5 1981---, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 8
 HF0805'CM.  IT IS 39.75 M (130.41 FT) EAST OF A POWERLINE POLE, 17.7 M (58.1
 HF0805'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAYS AND 6.7 M (22.0 FT) EAST
 HF0805'OF THE CENTER OF THE FIELD ENTRANCE.  STATION MARK AND REFERENCE MARK
 HF0805'4 ARE BENCH MARKS ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0243 ***********************************************************************
 KF0243  DESIGNATION -  RAIL RM 1
 KF0243  PID         -  KF0243
 KF0243  STATE/COUNTY-  KS/GEARY
 KF0243  USGS QUAD   -  JUNCTION CITY (1982)
 KF0243
 KF0243                         *CURRENT SURVEY CONTROL
 KF0243  ___________________________________________________________________
 KF0243* NAD 83(1986)-  39 00 36.     (N)    096 49 48.     (W)     SCALED    
 KF0243* NAVD 88     -       338.417  (meters)    1110.29   (feet)  ADJUSTED  
 KF0243  ___________________________________________________________________
 KF0243  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 KF0243  DYNAMIC HT  -         338.183 (meters)    1109.52  (feet)  COMP
 KF0243  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 KF0243
 KF0243  VERT ORDER  -  FIRST     CLASS II
 KF0243
 KF0243.The horizontal coordinates were scaled from a topographic map and have
 KF0243.an estimated accuracy of +/- 6 seconds.
 KF0243
 KF0243.The orthometric height was determined by differential leveling
 KF0243.and adjusted by the National Geodetic Survey in June 1991..
 KF0243
 KF0243.The geoid height was determined by GEOID03.
 KF0243
 KF0243.The dynamic height is computed by dividing the NAVD 88
 KF0243.geopotential number by the normal gravity value computed on the
 KF0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0243.degrees latitude (g = 980.6199 gals.).
 KF0243
 KF0243.The modeled gravity was interpolated from observed gravity values.
 KF0243
 KF0243;                    North         East    Units  Estimated Accuracy
 KF0243;SPC KS N     -    75,770.      501,330.      MT  (+/- 180 meters Scaled)
 KF0243
 KF0243                          SUPERSEDED SURVEY CONTROL
 KF0243
 KF0243  NGVD 29 (??/??/92)  338.304  (m)         1109.92   (f) ADJ UNCH    1 2
 KF0243
 KF0243.Superseded values are not recommended for survey control.
 KF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0243.See file dsdata.txt to determine how the superseded data were derived.
 KF0243
 KF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ878201(NAD 83)
 KF0243_MARKER: DR = REFERENCE MARK DISK
 KF0243_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KF0243_SP_SET: BRIDGE GUARDRAIL BASE
 KF0243_STAMPING: RAIL NO 1 1970
 KF0243_MARK LOGO: NGS   
 KF0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0243
 KF0243  HISTORY     - Date     Condition        Report By
 KF0243  HISTORY     - 1970     MONUMENTED       NGS
 KF0243  HISTORY     - 1986     GOOD             NGS
 KF0243
 KF0243                          STATION DESCRIPTION
 KF0243
 KF0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0243'AT JUNCTION CITY.
 KF0243'AT JUNCTION CITY, SET IN THE TOP OF THE EAST END OF THE CONCRETE
 KF0243'FOUNDATION FOR THE SOUTH CONCRETE GUARDRAIL ON THE MORE NORTHERLY
 KF0243'OF TWO INTERSTATE HIGHWAY 70 OVERPASSES FOR THE UNION PACIFIC
 KF0243'RAILROAD, 20 FEET SOUTH OF THE CENTER LINE OF THE NORTH LANES
 KF0243'OF THE HIGHWAY, 40.70 FEET NORTH OF THE STATION MARK, AND ABOUT
 KF0243'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SEC 13, T 12 S, R 5 E.
 KF0243
 KF0243                          STATION RECOVERY (1986)
 KF0243
 KF0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 KF0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0241 ***********************************************************************
 KF0241  DESIGNATION -  RAIL RM 2
 KF0241  PID         -  KF0241
 KF0241  STATE/COUNTY-  KS/GEARY
 KF0241  USGS QUAD   -  JUNCTION CITY (1982)
 KF0241
 KF0241                         *CURRENT SURVEY CONTROL
 KF0241  ___________________________________________________________________
 KF0241* NAD 83(1986)-  39 00 36.     (N)    096 49 48.     (W)     SCALED    
 KF0241* NAVD 88     -       338.577  (meters)    1110.81   (feet)  ADJUSTED  
 KF0241  ___________________________________________________________________
 KF0241  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 KF0241  DYNAMIC HT  -         338.343 (meters)    1110.05  (feet)  COMP
 KF0241  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 KF0241
 KF0241  VERT ORDER  -  SECOND    CLASS 0
 KF0241
 KF0241.The horizontal coordinates were scaled from a topographic map and have
 KF0241.an estimated accuracy of +/- 6 seconds.
 KF0241
 KF0241.The orthometric height was determined by differential leveling
 KF0241.and adjusted by the National Geodetic Survey in June 1991..
 KF0241
 KF0241.The geoid height was determined by GEOID03.
 KF0241
 KF0241.The dynamic height is computed by dividing the NAVD 88
 KF0241.geopotential number by the normal gravity value computed on the
 KF0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0241.degrees latitude (g = 980.6199 gals.).
 KF0241
 KF0241.The modeled gravity was interpolated from observed gravity values.
 KF0241
 KF0241;                    North         East    Units  Estimated Accuracy
 KF0241;SPC KS N     -    75,770.      501,330.      MT  (+/- 180 meters Scaled)
 KF0241
 KF0241                          SUPERSEDED SURVEY CONTROL
 KF0241
 KF0241  NGVD 29 (??/??/92)  338.465  (m)         1110.45   (f) ADJ UNCH    2 0
 KF0241
 KF0241.Superseded values are not recommended for survey control.
 KF0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0241.See file dsdata.txt to determine how the superseded data were derived.
 KF0241
 KF0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ878201(NAD 83)
 KF0241_MARKER: DR = REFERENCE MARK DISK
 KF0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0241_SP_SET: FOUNDATION
 KF0241_STAMPING: RAIL NO 2 1970
 KF0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0241
 KF0241  HISTORY     - Date     Condition        Report By
 KF0241  HISTORY     - 1970     MONUMENTED       NGS
 KF0241
 KF0241                          STATION DESCRIPTION
 KF0241
 KF0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0241'AT JUNCTION CITY.
 KF0241'AT JUNCTION CITY, SET IN THE TOP OF THE EAST END OF THE CONCRETE
 KF0241'FOUNDATION FOR THE NORTH CONCRETE GUARDRAIL ON THE MORE SOUTHERLY
 KF0241'OF TWO INTERSTATE HIGHWAY 70 OVERPASSES FOR THE UNION PACIFIC
 KF0241'RAILROAD, 20 FEET NORTH OF THE CENTER LINE OF THE SOUTH LANES
 KF0241'OF THE HIGHWAY, 139.45 FEET WEST OF THE STATION MARK, AND ABOUT
 KF0241'1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SEC 13, T 12 S,
 KF0241'R 5 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0807 ***********************************************************************
 HF0807  DESIGNATION -  RAIL RM 4
 HF0807  PID         -  HF0807
 HF0807  STATE/COUNTY-  KS/SUMNER
 HF0807  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF0807
 HF0807                         *CURRENT SURVEY CONTROL
 HF0807  ___________________________________________________________________
 HF0807* NAD 83(1986)-  37 27 52.     (N)    097 42 23.     (W)     SCALED    
 HF0807* NAVD 88     -       420.33   (meters)    1379.0    (feet)  RESET     
 HF0807  ___________________________________________________________________
 HF0807  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 HF0807
 HF0807  VERT ORDER  -  THIRD
 HF0807
 HF0807.The horizontal coordinates were scaled from a topographic map and have
 HF0807.an estimated accuracy of +/- 6 seconds.
 HF0807
 HF0807.The orthometric height was computed from unverified reset data.
 HF0807
 HF0807.The geoid height was determined by GEOID03.
 HF0807
 HF0807;                    North         East    Units  Estimated Accuracy
 HF0807;SPC KS S     -   488,840.      470,210.      MT  (+/- 180 meters Scaled)
 HF0807
 HF0807                          SUPERSEDED SURVEY CONTROL
 HF0807
 HF0807.No superseded survey control is available for this station.
 HF0807
 HF0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG143471(NAD 83)
 HF0807_MARKER: DR = REFERENCE MARK DISK
 HF0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0807_STAMPING: BM RESET RAIL NO 4 1962 1967
 HF0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0807+STABILITY: SURFACE MOTION
 HF0807
 HF0807  HISTORY     - Date     Condition        Report By
 HF0807  HISTORY     - 1967     MONUMENTED       CGS
 HF0807  HISTORY     - 1981     GOOD             NGS
 HF0807  HISTORY     - 1981     GOOD             NGS
 HF0807
 HF0807                          STATION DESCRIPTION
 HF0807
 HF0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 HF0807'4.1 MI W FROM VIOLA.
 HF0807'1.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0807'FROM THE STATION AT VIOLA, THENCE 0.7 MILE SOUTH ALONG A DIRT
 HF0807'ROAD TO THE INTERSECTION OF STATE HIGHWAY 42, THENCE 1.5 MILES
 HF0807'WEST ALONG STATE HIGHWAY 42 TO A FIELD ENTRANCE, 79 FEET WEST OF
 HF0807'THE CENTER OF THE FIELD ENTRANCE, 56 FEET SOUTH OF THE CENTERLINE
 HF0807'OF THE HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST, AND SET IN
 HF0807'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 HF0807
 HF0807                          STATION RECOVERY (1981)
 HF0807
 HF0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HF0807'RECOVERED IN GOOD CONDITION.
 HF0807
 HF0807                          STATION RECOVERY (1981)
 HF0807
 HF0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HF0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1329 ***********************************************************************
 HF1329  DESIGNATION -  RAINBOW
 HF1329  PID         -  HF1329
 HF1329  STATE/COUNTY-  KS/COWLEY
 HF1329  USGS QUAD   -  ADAMSVILLE (1965)
 HF1329
 HF1329                         *CURRENT SURVEY CONTROL
 HF1329  ___________________________________________________________________
 HF1329* NAD 83(1997)-  37 10 19.12685(N)    097 07 33.79834(W)     ADJUSTED  
 HF1329* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 HF1329  ___________________________________________________________________
 HF1329  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 HF1329  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 HF1329
 HF1329  HORZ ORDER  -  SECOND
 HF1329
 HF1329.The horizontal coordinates were established by classical geodetic methods
 HF1329.and adjusted by the National Geodetic Survey in October 1998..
 HF1329
 HF1329.The orthometric height was scaled from a topographic map.
 HF1329
 HF1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1329
 HF1329.The geoid height was determined by GEOID03.
 HF1329
 HF1329;                    North         East     Units Scale Factor Converg.
 HF1329;SPC KS S     -   456,981.780   522,019.163   MT  1.00001996   +0 50 39.6
 HF1329;UTM  14      - 4,115,595.096   666,368.053   MT  0.99994097   +1 07 57.1
 HF1329
 HF1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1329!SPC KS S     -   0.99994803  x   1.00001996  =   0.99996799
 HF1329!UTM  14      -   0.99994803  x   0.99994097  =   0.99988900
 HF1329
 HF1329|---------------------------------------------------------------------|
 HF1329| PID    Reference Object                     Distance      Geod. Az  |
 HF1329|                                                           dddmmss.s |
 HF1329| CL6069 RAINBOW RM 2                         27.883 METERS 06710     |
 HF1329| CL6067 RAINBOW AZ MK                                      2874607.2 |
 HF1329| CL6068 RAINBOW RM 1                         41.367 METERS 30857     |
 HF1329|---------------------------------------------------------------------|
 HF1329
 HF1329                          SUPERSEDED SURVEY CONTROL
 HF1329
 HF1329  NAD 83(1997)-  37 10 19.12862(N)    097 07 33.79401(W) AD(       ) 2
 HF1329  NAD 83(1986)-  37 10 19.13819(N)    097 07 33.78953(W) AD(       ) 2
 HF1329  NAD 27      -  37 10 19.04209(N)    097 07 32.64460(W) AD(       ) 2
 HF1329
 HF1329.Superseded values are not recommended for survey control.
 HF1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1329.See file dsdata.txt to determine how the superseded data were derived.
 HF1329
 HF1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6636815595(NAD 83)
 HF1329_MARKER: DS = TRIANGULATION STATION DISK
 HF1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1329
 HF1329  HISTORY     - Date     Condition        Report By
 HF1329  HISTORY     - 1957     MONUMENTED       CGS
 HF1329  HISTORY     - 1957     GOOD             CGS
 HF1329
 HF1329                          STATION DESCRIPTION
 HF1329
 HF1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1329'THE STATION IS LOCATED IN THE NORTH EDGE OF A FIELD THAT LIES
 HF1329'JUST EAST OF THE SMALL COMMUNITY OF RAINBOW BEND.  IT IS ABOUT
 HF1329'10 MILES AIRLINE SOUTHWEST OF WINFIELD AND ABOUT 4 MILES AIRLINE
 HF1329'NORTH-NORTHEAST OF GEUDA SPRINGS.
 HF1329'
 HF1329'TO REACH FROM THE OXFORD STATE BANK IN OXFORD, GO EAST ON U.S.
 HF1329'HIGHWAY 160 FOR 3.7 MILES TO A PAVED CROSS ROAD.  TURN RIGHT AND
 HF1329'GO SOUTH FOR 4.0 MILES TO A PAVED FORK.  TAKE RIGHT FORK,
 HF1329'CROSSING BRIDGE, AND GO WEST AND SOUTH ON HARD SURFACED ROAD FOR
 HF1329'1.8 MILES TO THE AZIMUTH MARK ON THE RIGHT AT THE NORTH END OF A
 HF1329'HEDGE ROW.  CONTINUE SOUTH FOR 0.05 MILE TO A CROSS ROAD AT A
 HF1329'RED BRICK SCHOOL HOUSE.  TURN LEFT AND GO EAST FOR 0.25 MILE TO
 HF1329'A SIDE ROAD RIGHT AND SIGN SUNRAY OIL COMPANY.  CONTINUE EAST
 HF1329'FOR 75 YARDS TO THE STATION ON THE RIGHT JUST WEST OF A WIRE
 HF1329'GATE AND TRACK ROAD.
 HF1329'
 HF1329'THE STATION MARK IS A STANDARD DISK STAMPED RAINBOW 1957, SET
 HF1329'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 HF1329'2 INCHES.  IT IS 60 FEET SOUTH OF THE CENTER LINE OF A DIRT
 HF1329'ROAD, 60.5 FEET SOUTHWEST OF THE WEST GATE POST OF A WIRE GATE
 HF1329'AND 35 FEET SOUTH OF A STANDARD WITNESS POST.
 HF1329'
 HF1329'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RAINBOW
 HF1329'NO 1 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 HF1329'THAT PROJECTS 3 INCHES.  IT IS 25 FEET NORTH OF THE CENTER LINE
 HF1329'OF THE DIRT ROAD, 1 FOOT NORTH OF A FENCE LINE AND ABOUT 2 FEET
 HF1329'HIGHER THAN THE STATION.
 HF1329'
 HF1329'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RAINBOW
 HF1329'NO 2 1957, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 HF1329'THAT PROJECTS 4 INCHES.  IT IS 18 FEET EAST OF THE EAST GATE
 HF1329'POST OF A WIRE GATE, 1 FOOT NORTH OF A FENCE LINE AND ABOUT
 HF1329'1 FOOT HIGHER THAN THE STATION.
 HF1329'
 HF1329'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RAINBOW 1957, SET IN
 HF1329'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 HF1329'6 INCHES.  IT IS 2 FEET NORTHEAST OF A FENCE CORNER POST, 30
 HF1329'FEET WEST OF THE CENTER LINE OF A HARD SURFACED ROAD AND 100
 HF1329'YARDS NORTH-NORTHEAST OF A RED BRICK SCHOOL HOUSE.
 HF1329
 HF1329                          STATION RECOVERY (1957)
 HF1329
 HF1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1329'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 HF1329'GOOD CONDITION.  ALL MEASUREMENTS AND DIRECTIONS WERE CHECKED
 HF1329'BY THIS PARTY AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0743 ***********************************************************************
 KG0743  DESIGNATION -  RAM
 KG0743  PID         -  KG0743
 KG0743  STATE/COUNTY-  KS/ELLIS
 KG0743  USGS QUAD   -  TURKVILLE (1978)
 KG0743
 KG0743                         *CURRENT SURVEY CONTROL
 KG0743  ___________________________________________________________________
 KG0743* NAD 83(1997)-  39 00 59.50904(N)    099 10 52.12334(W)     ADJUSTED  
 KG0743* NAVD 88     -       663.     (meters)    2175.     (feet)  SCALED    
 KG0743  ___________________________________________________________________
 KG0743  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 KG0743  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 KG0743
 KG0743  HORZ ORDER  -  THIRD
 KG0743
 KG0743.The horizontal coordinates were established by classical geodetic methods
 KG0743.and adjusted by the National Geodetic Survey in October 1998..
 KG0743
 KG0743.The orthometric height was scaled from a topographic map.
 KG0743
 KG0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0743
 KG0743.The geoid height was determined by GEOID03.
 KG0743
 KG0743;                    North         East     Units Scale Factor Converg.
 KG0743;SPC KS N     -    76,509.281   297,711.900   MT  0.99996516   -0 44 50.4
 KG0743;UTM  14      - 4,318,626.576   484,317.950   MT  0.99960303   -0 06 50.5
 KG0743
 KG0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0743!SPC KS N     -   0.99990003  x   0.99996516  =   0.99986519
 KG0743!UTM  14      -   0.99990003  x   0.99960303  =   0.99950310
 KG0743
 KG0743|---------------------------------------------------------------------|
 KG0743| PID    Reference Object                     Distance      Geod. Az  |
 KG0743|                                                           dddmmss.s |
 KG0743| CN9534 RAM RM 1                             12.360 METERS 13615     |
 KG0743| CN9535 RAM RM 2                             12.232 METERS 22351     |
 KG0743| CN9533 RAM AZ MK                                          2453745.5 |
 KG0743|---------------------------------------------------------------------|
 KG0743
 KG0743                          SUPERSEDED SURVEY CONTROL
 KG0743
 KG0743  NAD 83(1986)-  39 00 59.51624(N)    099 10 52.12372(W) AD(       ) 3
 KG0743  NAD 27      -  39 00 59.47500(N)    099 10 50.77100(W) AD(       ) 3
 KG0743
 KG0743.Superseded values are not recommended for survey control.
 KG0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0743.See file dsdata.txt to determine how the superseded data were derived.
 KG0743
 KG0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ8431818627(NAD 83)
 KG0743_MARKER: DS = TRIANGULATION STATION DISK
 KG0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 KG0743
 KG0743  HISTORY     - Date     Condition        Report By
 KG0743  HISTORY     - 1950     MONUMENTED       CGS
 KG0743  HISTORY     - 1979     MARK NOT FOUND   NGS
 KG0743
 KG0743                          STATION DESCRIPTION
 KG0743
 KG0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0743'THE STATION IS LOCATED ABOUT 11.5 MILES NORTH AND 2.5 MILES WEST
 KG0743'OF VICTORIA, 6.0 MILES NORTH AND 2.0 MILES EAST OF CATHERINE AND
 KG0743'4.0 MILES NORTH AND 2.5 MILES WEST OF THE COMMUNITY OF EMMERAM.
 KG0743'IT IS ALONG THE SOUTH EDGE OF A CULTIVATED FIELD, 14.0 FEET NORTH
 KG0743'OF THE CENTER OF A GRADED ROAD, 4.5 FEET EAST OF A WITNESS POST
 KG0743'AND 1.0 FOOT NORTH OF A FENCE.  IT PROJECTS 8 INCHES AND IS
 KG0743'STAMPED RAM 1950.
 KG0743'
 KG0743'REFERENCE MARK NO. 1 IS ACROSS THE ROAD FROM THE STATION AT
 KG0743'THE NORTH EDGE OF A CULTIVATED FIELD.  IT IS 16.0 FEET SOUTH OF
 KG0743'THE CENTER OF A GRADED ROAD AND 1.0 FOOT NORTH OF A FENCE.  IT
 KG0743'PROJECTS 4 INCHES AND IS STAMPED RAM NO. 1 1950.
 KG0743'
 KG0743'REFERENCE MARK NO. 2 IS ACROSS THE ROAD FROM THE STATION AT THE
 KG0743'NORTH EDGE OF A CULTIVATED FIELD.  IT IS 16.0 FEET SOUTH OF THE
 KG0743'CENTER OF A GRADED ROAD AND 1.0 FOOT NORTH OF A FENCE.  IT
 KG0743'PROJECTS 4 INCHES AND IS STAMPED RAM NO. 2 1950.
 KG0743'
 KG0743'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KG0743'NO. 2 IS 55.85 FEET.
 KG0743'
 KG0743'THE AZIMUTH MARK IS ABOUT 0.15 OF A MILE SOUTH OF A CROSSROAD
 KG0743'AND STONE SCHOOLHOUSE, 34.0 FEET WEST OF THE CENTER OF A GRAVELED
 KG0743'ROAD, 2.0 FEET SOUTH OF A POWERLINE POLE, 1.5 FEET NORTH OF A
 KG0743'WITNESS POST AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 4 INCHES
 KG0743'AND IS STAMPED RAM 1950.
 KG0743'
 KG0743'TO REACH THE STATION FROM THE POST OFFICE IN VICTORIA, GO NORTH
 KG0743'ON A GRAVELED STREET FOR 0.45 MILE TO A T ROAD.  HERE TURN RIGHT
 KG0743'AND GO EAST ON A GRAVELED ROAD FOR 0.8 MILE TO A T ROAD, TURN
 KG0743'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 7.0 MILES TO THE
 KG0743'COMMUNITY OF EMMERAM.  HERE TURN LEFT AND GO WEST ON A GRAVELED
 KG0743'ROAD FOR 3.0 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH ON A
 KG0743'GRAVELED ROAD FOR 3.85 MILES AND THE AZIMUTH MARK ON THE LEFT
 KG0743'AS DESCRIBED.  CONTINUE NORTH ON A GRAVELED ROAD FOR 0.15 MILE
 KG0743'TO A CROSSROAD JUST NORTH OF A STONE SCHOOLHOUSE IN THE
 KG0743'SOUTHWEST ANGLE, TURN RIGHT ON A GRADED ROAD AND GO EAST FOR
 KG0743'0.3 MILE TO THE TOP OF A LOW RISE AND THE STATION ON THE LEFT
 KG0743'AS DESCRIBED.
 KG0743
 KG0743                          STATION RECOVERY (1979)
 KG0743
 KG0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KG0743'STATION MARKS, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KG0743'SEARCHED FOR BUT NOT FOUND.  MEASUREMENT FROM CENTERLINE OF ROAD TO
 KG0743'THE AZIMUTH MARK PLACES IT IN A DEEP DITCH.  THE ROAD LEADING PAST
 KG0743'THE STATION AND REFERENCE MARKS HAS BEEN ABANDONED AND IS NOW FARMLAND
 KG0743'AND WAS IN CROPS AT THE TIME THE SEARCH WAS MADE.  THERE IS A FENCE
 KG0743'DIVIDING PROPERTIES BUT THIS FENCE APPEARS TO HAVE BEEN INSTALLED
 KG0743'RECENTLY.  ALL THAT REMAINS OF THE OLD SCHOOL MENTIONED IN THE
 KG0743'ORIGINAL DESCRIPTION IS THE FOUNDATION.  THE UNDERGROUND STATION MARK
 KG0743'IS PROBABLY STILL THERE BUT WOULD BE VERY DIFFICULT TO FIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1462 ***********************************************************************
 JF1462  DESIGNATION -  RAMSEYE
 JF1462  PID         -  JF1462
 JF1462  STATE/COUNTY-  KS/MORRIS
 JF1462  USGS QUAD   -  WHITE CITY (1971)
 JF1462
 JF1462                         *CURRENT SURVEY CONTROL
 JF1462  ___________________________________________________________________
 JF1462* NAD 83(1997)-  38 46 07.03379(N)    096 37 52.52466(W)     ADJUSTED  
 JF1462* NAVD 88     -       437.     (meters)    1434.     (feet)  SCALED    
 JF1462  ___________________________________________________________________
 JF1462  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 JF1462  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 JF1462
 JF1462  HORZ ORDER  -  SECOND
 JF1462
 JF1462.The horizontal coordinates were established by classical geodetic methods
 JF1462.and adjusted by the National Geodetic Survey in October 1998..
 JF1462
 JF1462.The orthometric height was scaled from a topographic map.
 JF1462
 JF1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1462
 JF1462.The geoid height was determined by GEOID03.
 JF1462
 JF1462;                    North         East     Units Scale Factor Converg.
 JF1462;SPC KS N     -    49,220.470   518,949.018   MT  0.99999202   +0 51 57.7
 JF1462;UTM  14      - 4,293,765.253   705,792.766   MT  1.00012154   +1 29 01.6
 JF1462
 JF1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1462!SPC KS N     -   0.99993607  x   0.99999202  =   0.99992809
 JF1462!UTM  14      -   0.99993607  x   1.00012154  =   1.00005760
 JF1462
 JF1462|---------------------------------------------------------------------|
 JF1462| PID    Reference Object                     Distance      Geod. Az  |
 JF1462|                                                           dddmmss.s |
 JF1462| CL6073 RAMSEYE RM 1                          9.458 METERS 08507     |
 JF1462| CL6072 RAMSEYE AZ MK                                      0903302.6 |
 JF1462| CL6074 RAMSEYE RM 2                         14.350 METERS 18602     |
 JF1462| JF1464 WHITE CITY MUNICIPAL TANK           APPROX. 9.5 KM 2885556.7 |
 JF1462|---------------------------------------------------------------------|
 JF1462
 JF1462                          SUPERSEDED SURVEY CONTROL
 JF1462
 JF1462  NAD 83(1986)-  38 46 07.04087(N)    096 37 52.52366(W) AD(       ) 2
 JF1462  NAD 27      -  38 46 07.02808(N)    096 37 51.50984(W) AD(       ) 2
 JF1462
 JF1462.Superseded values are not recommended for survey control.
 JF1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1462.See file dsdata.txt to determine how the superseded data were derived.
 JF1462
 JF1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH0579393765(NAD 83)
 JF1462_MARKER: DS = TRIANGULATION STATION DISK
 JF1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1462
 JF1462  HISTORY     - Date     Condition        Report By
 JF1462  HISTORY     - 1956     MONUMENTED       CGS
 JF1462  HISTORY     - 1968     GOOD             CGS
 JF1462
 JF1462                          STATION DESCRIPTION
 JF1462
 JF1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1462'THE STATION IS ABOUT 11 MILES NORTHWEST OF COUNCIL GROVE,
 JF1462'5-1/2 MILES EAST-SOUTHEAST OF WHITE CITY ON THE RIGHT-OF-WAY
 JF1462'OF AN UNUSED SECTION LINE ROAD.  IT IS 67 FEET NORTHWEST
 JF1462'OF A CROSSROAD INTERSECTION THAT IS FORMED BY THE GRAVEL
 JF1462'ROAD LEADING TO THE STATION AND TWO UNUSED SECTION LINE
 JF1462'LINE ROADS, 63 FEET WEST OF THE CENTERLINE OF THE SECTION
 JF1462'LINE RUNNING NORTH, 26 FEET NORTH OF THE CENTERLINE OF THE
 JF1462'SECTION LINE ROAD RUNNING WEST, 3 FEET SOUTHEAST OF A WHITE
 JF1462'WITNESS POST AND 2 FEET SOUTH OF A WIRE FENCE.  THE MARK
 JF1462'PROJECTS 2 INCHES AND THE DISK IS STAMPED RAMSEYE 1956.
 JF1462'
 JF1462'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 JF1462'STATE HIGHWAYS 4, 13 AND 57 WHICH IS 0.1 MILE EAST OF THE
 JF1462'POST OFFICE IN COUNCIL GROVE, GO NORTH ON STATE HIGHWAYS
 JF1462'13 AND 57 FOR 7.35 MILES TO A CROSSROAD.  TURN LEFT AND GO
 JF1462'WEST ON GRAVEL ROAD FOR 1.5 MILES TO A GRAVEL T-ROAD
 JF1462'INTERSECTION.  TURN RIGHT AND CONTINUE WEST ON GRAVEL ROAD FOR
 JF1462'3.35 MILES TO A Y-INTERSECTION.  TAKE LEFT FORK AND
 JF1462'CONTINUE WEST ON GRAVEL ROAD FOR 1.85 MILES TO THE
 JF1462'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE GRAVEL ROAD
 JF1462'FOR 0.2 MILE TO THE STATION IN THE NORTHWEST CORNER OF THE
 JF1462'INTERSECTION.  THE GRAVEL ROAD TURNS SHARP LEFT AT THIS
 JF1462'POINT AND INTERSECTS TWO SECTION LINE ROADS.
 JF1462'
 JF1462'REFERENCE MARK 1 IS 28 FEET WEST OF THE CENTERLINE OF THE
 JF1462'SECTION LINE ROAD RUNNING NORTH, 28 FEET NORTH OF THE CENTERLINE
 JF1462'OF THE SECTION LINE ROAD RUNNING WEST, 11 FEET WEST OF A FENCE
 JF1462'CORNER AND 1 FOOT SOUTH OF THE WIRE FENCE.  THE MARK PROJECTS
 JF1462'2 INCHES AND THE DISK IS STAMPED RAMSEYE NO 1 1956.
 JF1462'
 JF1462'REFERENCE MARK 2 IS 18 FEET SOUTH OF THE CENTERLINE OF THE
 JF1462'SECTION LINE ROAD RUNNING WEST AND 3 FEET NORTH OF A WIRE
 JF1462'FENCE IN A HEDGE ROW.  THE MARK PROJECTS 2 INCHES AND THE
 JF1462'DISK IS STAMPED RAMSEYE NO 2 1956.
 JF1462'
 JF1462'THE AZIMUTH MARK IS AT THE NORTH EDGE OF THE ROAD RIGHT-OF-WAY,
 JF1462'18 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD LEADING
 JF1462'TO THE STATION, 2 FEET WEST OF A WHITE WITNESS POST AND 1 FOOT
 JF1462'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 2 INCHES AND THE
 JF1462'DISK IS STAMPED RAMSEYE 1956.
 JF1462'
 JF1462'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1462
 JF1462                          STATION RECOVERY (1968)
 JF1462
 JF1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1462'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JF1462'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1462'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE
 JF1462'FOR RECOVERY.
 JF1462'
 JF1462'STATION MARK IS 61 FEET WEST OF A CORNER FENCE POST, 56.5
 JF1462'FEET WEST-NORTHWEST OF A METAL WITNESS POST, 48 FEET NORTHWEST
 JF1462'OF THE SOUTHWEST GATE POST, AND 26 FEET NORTH OF A FENCE.
 JF1462'
 JF1462'REFERENCE MARK NO. 1 IS 29.5 FEET NORTHWEST OF A METAL WITNESS
 JF1462'POST, 30 FEET NORTH-NORTHWEST OF THE SOUTHWEST GATE POST FOR
 JF1462'A METAL GATE.
 JF1462'
 JF1462'REFERENCE MARK NO. 2 IS 44 FEET WEST OF A NORTH-SOUTH FENCE, AND
 JF1462'20 FEET SOUTH OF AN EAST-WEST FENCE.
 JF1462'
 JF1462'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH
 JF1462'MARK.
 JF1462'
 JF1462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5-1/2
 JF1462'MILES EAST-SOUTHEAST OF WHITE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0823 ***********************************************************************
 HH0823  DESIGNATION -  RAND
 HH0823  PID         -  HH0823
 HH0823  STATE/COUNTY-  KS/STANTON
 HH0823  USGS QUAD   -  JOHNSON EAST (1978)
 HH0823
 HH0823                         *CURRENT SURVEY CONTROL
 HH0823  ___________________________________________________________________
 HH0823* NAD 83(1997)-  37 37 17.81077(N)    101 43 31.79511(W)     ADJUSTED  
 HH0823* NAVD 88     -      1016.     (meters)    3333.     (feet)  SCALED    
 HH0823  ___________________________________________________________________
 HH0823  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 HH0823  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 HH0823
 HH0823  HORZ ORDER  -  FIRST
 HH0823
 HH0823.The horizontal coordinates were established by classical geodetic methods
 HH0823.and adjusted by the National Geodetic Survey in October 1998..
 HH0823
 HH0823.The orthometric height was scaled from a topographic map.
 HH0823
 HH0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0823
 HH0823.The geoid height was determined by GEOID03.
 HH0823
 HH0823;                    North         East     Units Scale Factor Converg.
 HH0823;SPC KS S     -   510,909.207   115,318.326   MT  0.99994919   -1 58 55.8
 HH0823;UTM  14      - 4,167,327.576   259,460.903   MT  1.00031273   -1 39 52.4
 HH0823
 HH0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0823!SPC KS S     -   0.99984442  x   0.99994919  =   0.99979361
 HH0823!UTM  14      -   0.99984442  x   1.00031273  =   1.00015710
 HH0823
 HH0823|---------------------------------------------------------------------|
 HH0823| PID    Reference Object                     Distance      Geod. Az  |
 HH0823|                                                           dddmmss.s |
 HH0823| CM9843 RAND RM 1                            27.125 METERS 03036     |
 HH0823| CM9844 RAND RM 2                            18.903 METERS 10708     |
 HH0823| HH0826 JOHNSON RAD STA KAK 487 MAST        APPROX. 5.4 KM 1582626.1 |
 HH0823| HH0837 JOHNSON MUN WATER TANK              APPROX. 6.5 KM 2003151.0 |
 HH0823| CM9842 RAND AZ MK                                         2623737.1 |
 HH0823|---------------------------------------------------------------------|
 HH0823
 HH0823                          SUPERSEDED SURVEY CONTROL
 HH0823
 HH0823  NAD 83(1997)-  37 37 17.81237(N)    101 43 31.79568(W) AD(       ) 1
 HH0823  NAD 83(1986)-  37 37 17.81587(N)    101 43 31.78904(W) AD(       ) 1
 HH0823  NAD 27      -  37 37 17.76007(N)    101 43 30.17275(W) AD(       ) 1
 HH0823
 HH0823.Superseded values are not recommended for survey control.
 HH0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0823.See file dsdata.txt to determine how the superseded data were derived.
 HH0823
 HH0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5946167328(NAD 83)
 HH0823_MARKER: DS = TRIANGULATION STATION DISK
 HH0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0823
 HH0823  HISTORY     - Date     Condition        Report By
 HH0823  HISTORY     - 1961     MONUMENTED       CGS
 HH0823
 HH0823                          STATION DESCRIPTION
 HH0823
 HH0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0823'THE STATION IS ABOUT 4 MILES NORTH AND 1-1/2 MILES EAST OF
 HH0823'JOHNSON, IN THE SOUTHWEST CORNER OF SECTION 8, T 28 S, R 40 W,
 HH0823'AND ON PROPERTY OWNED BY MR. J. STEVENSON.
 HH0823'
 HH0823'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSON, GO NORTH
 HH0823'ON A BLACKTOP ROAD FOR 0.55 MILE TO U.S. HIGHWAYS 270 AND 160.
 HH0823'TURN RIGHT, EAST, ON THE HIGHWAYS FOR 0.45 MILE TO A CROSSROAD.
 HH0823'TURN LEFT, NORTH, ON A GRAVELED ROAD FOR 3.0 MILES TO A SIDE
 HH0823'ROAD ON THE LEFT AND A FIELD ROAD ON THE RIGHT.  TURN RIGHT,
 HH0823'EAST, ON THE FIELD ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON
 HH0823'THE RIGHT.  CONTINUE EAST ON THE FIELD ROAD FOR 0.4 MILE TO A
 HH0823'NORTH-SOUTH FENCE.  CROSS THE FENCE AND GO EAST FOR 319 FEET
 HH0823'TO THE HIGHEST POINT OF A FIELD AND THE STATION.
 HH0823'
 HH0823'STATION MARKS ARE STANDARD DISKS STAMPED RAND 1961.  THE SURFACE
 HH0823'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HH0823'IT IS 434 FEET NORTHEAST OF A FENCE CORNER AND 2 FEET NORTHWEST
 HH0823'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 HH0823'IRREGULAR MASS OF CONCRETE 50 INCHES BELOW THE SURFACE OF THE
 HH0823'GROUND.
 HH0823'
 HH0823'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RAND NO 1 1961,
 HH0823'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HH0823'IS 2 FEET EAST OF A METAL WITNESS POST.
 HH0823'
 HH0823'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RAND NO 2 1961,
 HH0823'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 HH0823'IS 2.5 FEET SOUTH OF A METAL WITNESS POST.
 HH0823'
 HH0823'AZIMUTH MARK, A STANDARD DISK STAMPED RAND 1961, IS SET IN A
 HH0823'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 12 FEET
 HH0823'SOUTH OF THE CENTER OF THE FIELD ROAD, 2.5 FEET EAST OF A
 HH0823'METAL WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 HH0823'
 HH0823'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HH0823'
 HH0823'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1116 ***********************************************************************
 KF1116  DESIGNATION -  RAND
 KF1116  PID         -  KF1116
 KF1116  STATE/COUNTY-  KS/RILEY
 KF1116  USGS QUAD   -  RANDOLPH (1983)
 KF1116
 KF1116                         *CURRENT SURVEY CONTROL
 KF1116  ___________________________________________________________________
 KF1116* NAD 83(1997)-  39 25 32.26795(N)    096 45 26.25990(W)     ADJUSTED  
 KF1116* NAVD 88     -       404.51   (+/-2cm)    1327.1    (feet)  VERTCON   
 KF1116  ___________________________________________________________________
 KF1116  LAPLACE CORR-          -8.38  (seconds)                    DEFLEC99
 KF1116  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 KF1116
 KF1116  HORZ ORDER  -  THIRD
 KF1116  VERT ORDER  -  THIRD ? (See Below)
 KF1116
 KF1116.The horizontal coordinates were established by classical geodetic methods
 KF1116.and adjusted by the National Geodetic Survey in October 1998..
 KF1116
 KF1116.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1116.The vertical order pertains to the NGVD 29 superseded value.
 KF1116
 KF1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1116
 KF1116.The geoid height was determined by GEOID03.
 KF1116
 KF1116;                    North         East     Units Scale Factor Converg.
 KF1116;SPC KS N     -   121,992.623   506,995.701   MT  0.99996150   +0 47 10.6
 KF1116;UTM  14      - 4,366,410.960   693,040.588   MT  1.00005883   +1 25 29.0
 KF1116
 KF1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1116!SPC KS N     -   0.99994109  x   0.99996150  =   0.99990260
 KF1116!UTM  14      -   0.99994109  x   1.00005883  =   0.99999992
 KF1116
 KF1116|---------------------------------------------------------------------|
 KF1116| PID    Reference Object                     Distance      Geod. Az  |
 KF1116|                                                           dddmmss.s |
 KF1116| CL8241 RAND RM 1                             9.732 METERS 01147     |
 KF1116| KF1055 RANDOLPH MARLADAHL LUTHERAN CH      APPROX. 9.4 KM 0552320.8 |
 KF1116| KF1048 OLSBURG GRADE SCH BLDG TOWER        APPROX.12.1 KM 0882019.9 |
 KF1116| CL8242 RAND RM 2                            10.946 METERS 19119     |
 KF1116| CL8240 RAND AZ MK                                         2024917.2 |
 KF1116|---------------------------------------------------------------------|
 KF1116
 KF1116                          SUPERSEDED SURVEY CONTROL
 KF1116
 KF1116  NAD 83(1997)-  39 25 32.27387(N)    096 45 26.25809(W) AD(       ) 3
 KF1116  NAD 83(1986)-  39 25 32.27458(N)    096 45 26.25750(W) AD(       ) 3
 KF1116  NAD 27      -  39 25 32.28900(N)    096 45 25.22400(W) AD(       ) 3
 KF1116  NGVD 29 (07/19/86)  404.38   (m)         1326.7    (f) LEVELING    3  
 KF1116
 KF1116.Superseded values are not recommended for survey control.
 KF1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1116.See file dsdata.txt to determine how the superseded data were derived.
 KF1116
 KF1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9304166411(NAD 83)
 KF1116_MARKER: DS = TRIANGULATION STATION DISK
 KF1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1116
 KF1116  HISTORY     - Date     Condition        Report By
 KF1116  HISTORY     - 1947     MONUMENTED       CGS
 KF1116  HISTORY     - 1965     GOOD             CGS
 KF1116
 KF1116                          STATION DESCRIPTION
 KF1116
 KF1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1116'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF RANDOLPH ON
 KF1116'THE SUMMIT OF A LOW HILL.  THE MARK, STAMPED RAND 1947, PROJECTS
 KF1116'5 INCHES, IS 3.5 FEET EAST OF THE EDGE OF A CUT ALONG U.S.
 KF1116'HIGHWAY NO. 77, 7 FEET SOUTH OF A CONCRETE HIGHWAY MARKER AND
 KF1116'45 FEET EAST OF THE CENTER OF U.S. HIGHWAY NO. 77.
 KF1116'
 KF1116'REFERENCE MARK NO. 1, STAMPED RAND NO 1 1947, PROJECTS 5 INCHES,
 KF1116'IS 4 FEET EAST OF THE EDGE OF A HIGHWAY CUT AND 45 FEET EAST OF
 KF1116'THE CENTER OF U.S. HIGHWAY NO. 77.
 KF1116'
 KF1116'REFERENCE MARK NO. 2, STAMPED RAND NO 2 1947, PROJECTS 4 INCHES,
 KF1116'IS 4 FEET EAST OF THE EDGE OF A HIGHWAY CUT, 45 FEET EAST OF THE
 KF1116'CENTER OF U.S. HIGHWAY NO. 77 AND 133 FEET NORTH OF A FENCE CORNER.
 KF1116'
 KF1116'THE AZIMUTH MARK, STAMPED RAND 1947, PROJECTS 4 INCHES, IS 2
 KF1116'FEET WEST OF THE END OF A FENCE, 8 FEET SOUTH OF THE CENTER OF
 KF1116'A FIELD ROAD, 40 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 77
 KF1116'AND 300 FEET WEST NORTHWEST OF A BARN.
 KF1116'
 KF1116'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 77
 KF1116'AND STATE HIGHWAY NO. 16 AT THE WEST EDGE OF RANDOLPH, GO SOUTH ON
 KF1116'U.S. HIGHWAY NO. 77 FOR 2.4 MILES TO THE SUMMIT OF A LOW HILL
 KF1116'AND STATION ON LEFT (EAST) SIDE OF ROAD.  TO REACH THE AZIMUTH
 KF1116'MARK, CONTINUE SOUTH ON U.S. HIGHWAY NO. 77 FOR 0.25 MILES TO THE
 KF1116'AZIMUTH MARK ON THE RIGHT (WEST) SIDE OF ROAD NEAR FIELD ROAD.
 KF1116'
 KF1116'A 74 FOOT SIGNAL AT WALSBURG IS VISIBLE FROM THE GROUND.
 KF1116'
 KF1116'A 74 FOOT SIGNAL AT OLES IS VISIBLE FROM THE GROUND.
 KF1116'
 KF1116'A 4 FOOT SIGNAL AT OTTER IS VISIBLE FROM THE GROUND.
 KF1116
 KF1116                          STATION RECOVERY (1965)
 KF1116
 KF1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1116'ALL MARKS AT THIS STATION WERE RECOVERED AND FOUND TO BE IN GOOD
 KF1116'CONDITION, DUE TO THE TOWN OF RANDOLPH BEING MOVED A NEW DESCRIPTION
 KF1116'FOLLOWS.
 KF1116'
 KF1116'THE STATION IS LOCATED ABOUT 0.3 MILE SOUTH-SOUTHEAST OF THE
 KF1116'MUNICIPAL WATER TANK IN THE NEW VILLAGE OF RANDOLPH, ON SUMMIT OF A
 KF1116'PROMINENT HILL.  IT IS 45 FEET EAST OF CENTER LINE OF THE MACADAM
 KF1116'ROAD, 7 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST AND 3 FEET EAST
 KF1116'OF EDGE OF THE CUT BANK OF THE ROAD.  A STANDARD DISK, STAMPED,
 KF1116'RAND 1947 AND THE MONUMENT PROJECTS 5-INCHES.
 KF1116'
 KF1116'REFERENCE MARK NO. 1 IS 45 FEET EAST OF THE CENTER OF THE ROAD, 3
 KF1116'FEET EAST OF THE EDGE OF THE CUT BANK OF THE ROAD.  A STANDARD DISK,
 KF1116'STAMPED, RAND NO 1 1947, AND THE MONUMENT PROJECTS 3-INCHES.
 KF1116'
 KF1116'REFERENCE MARK NO. 2 IS 45 FEET EAST OF CENTER OF THE ROAD, 2.5 FEET
 KF1116'EAST OF EDGE OF THE CUT BANK OF THE ROAD.  A STANDARD DISK, STAMPED,
 KF1116'RAND NO 2 1947, AND THE MONUMENT PROJECTS 3-INCHES.
 KF1116'
 KF1116'THE AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHWEST OF THE STATION, 0.05
 KF1116'MILE SOUTH OF A ROAD LEADING WEST, AT A FILL OF THE GRADER DITCH FOR
 KF1116'THE ENTRANCE TO A FIELD, 42 FEET WEST OF CENTER OF THE ROAD, 18
 KF1116'FEET NORTH OF A CONCRETE RIGHT-OF-WAY POST AND 1.0 FOOT NORTH OF A
 KF1116'METAL WITNESS POST AND SIGN.  A STANDARD DISK, STAMPED, RAND 1947,
 KF1116'AND THE MONUMENT IS FLUSH WITH THE GROUND.
 KF1116'
 KF1116'TO REACH THE STATION FROM THE POST OFFICE IN RANDOLPH, GO EAST OF THE
 KF1116'GRAVELED STREET 0.4 MILE TO A T-ROAD JUNCTION, TURN RIGHT, GO SOUTH
 KF1116'ON OLD U.S. HIGHWAY 77 FOR 0.35 MILE TO TOP OF THE GRADE AND A CUT
 KF1116'THROUGH THE HILL AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0570 ***********************************************************************
 KG0570  DESIGNATION -  RANDALL
 KG0570  PID         -  KG0570
 KG0570  STATE/COUNTY-  KS/JEWELL
 KG0570  USGS QUAD   -  RANDALL (1969)
 KG0570
 KG0570                         *CURRENT SURVEY CONTROL
 KG0570  ___________________________________________________________________
 KG0570* NAD 83(1997)-  39 39 13.04389(N)    098 02 04.65640(W)     ADJUSTED  
 KG0570* NAVD 88     -       459.     (meters)    1506.     (feet)  SCALED    
 KG0570  ___________________________________________________________________
 KG0570  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 KG0570  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 KG0570
 KG0570  HORZ ORDER  -  THIRD
 KG0570
 KG0570.The horizontal coordinates were established by classical geodetic methods
 KG0570.and adjusted by the National Geodetic Survey in October 1998..
 KG0570
 KG0570.The orthometric height was scaled from a topographic map.
 KG0570
 KG0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0570
 KG0570.The geoid height was determined by GEOID03.
 KG0570
 KG0570;                    North         East     Units Scale Factor Converg.
 KG0570;SPC KS N     -   146,571.407   397,028.255   MT  0.99998153   -0 01 18.9
 KG0570;UTM  14      - 4,389,759.209   582,819.554   MT  0.99968444   +0 36 57.9
 KG0570
 KG0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0570!SPC KS N     -   0.99993213  x   0.99998153  =   0.99991366
 KG0570!UTM  14      -   0.99993213  x   0.99968444  =   0.99961659
 KG0570
 KG0570|---------------------------------------------------------------------|
 KG0570| PID    Reference Object                     Distance      Geod. Az  |
 KG0570|                                                           dddmmss.s |
 KG0570| CN9538 RANDALL RM 1                         11.407 METERS 00828     |
 KG0570| KF0955 FORMOSA MUNICIPAL TANK              APPROX.14.5 KM 0142838.4 |
 KG0570| CN9539 RANDALL RM 2                          8.946 METERS 09357     |
 KG0570| KG0572 RANDALL MUNICIPAL TANK              APPROX. 1.5 KM 2143437.7 |
 KG0570| CN9540 RANDALL RM 3                          9.992 METERS 26519     |
 KG0570| CN9536 RANDALL AZ MK                                      2704904.5 |
 KG0570| CN9537 RANDALL AZ MK 2                                    2705148.6 |
 KG0570|---------------------------------------------------------------------|
 KG0570
 KG0570                          SUPERSEDED SURVEY CONTROL
 KG0570
 KG0570  NAD 83(1997)-  39 39 13.04776(N)    098 02 04.65902(W) AD(       ) 3
 KG0570  NAD 83(1986)-  39 39 13.05033(N)    098 02 04.65730(W) AD(       ) 3
 KG0570  NAD 27      -  39 39 13.01600(N)    098 02 03.49900(W) AD(       ) 3
 KG0570
 KG0570.Superseded values are not recommended for survey control.
 KG0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0570.See file dsdata.txt to determine how the superseded data were derived.
 KG0570
 KG0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ8282089759(NAD 83)
 KG0570_MARKER: DS = TRIANGULATION STATION DISK
 KG0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0570
 KG0570  HISTORY     - Date     Condition        Report By
 KG0570  HISTORY     - 1950     MONUMENTED       CGS
 KG0570  HISTORY     - 1969     GOOD             CGS
 KG0570
 KG0570                          STATION DESCRIPTION
 KG0570
 KG0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0570'THE STATION IS LOCATED ABOUT 1.0 MILE NORTHEAST OF TOWN ON
 KG0570'THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE ROAD.  IT
 KG0570'IS 18 FEET SOUTH OF THE CENTER OF ROAD, 30 FEET WEST OF A
 KG0570'FENCE CORNER AND 3 FEET NORTH OF AN EAST-WEST FENCE LINE.  IT
 KG0570'IS STAMPED RANDALL 1950 AND IS SET FLUSH WITH THE GROUND
 KG0570'SURFACE.
 KG0570'
 KG0570'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 19
 KG0570'FEET NORTH OF THE CENTER OF ROAD AND 1 FOOT SOUTH OF AN
 KG0570'EAST-WEST FENCE LINE.  IT IS STAMPED RANDALL NO 1 1950 AND IS
 KG0570'SET FLUSH WITH THE GROUND SURFACE.
 KG0570'
 KG0570'REFERENCE MARK NO. 2 IS EAST OF THE STATION, 19 FEET SOUTH OF
 KG0570'THE CENTER OF ROAD AND 1 FOOT NORTH OF A FENCE CORNER.  IT IS
 KG0570'STAMPED RANDALL NO 2 1950 AND IS SET FLUSH WITH THE GROUND
 KG0570'SURFACE.
 KG0570'
 KG0570'THE AZIMUTH MARK IS WEST OF THE STATION, 21 FEET NORTH OF THE
 KG0570'CENTER OF ROAD, 2 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH
 KG0570'OF AN EAST-WEST FENCE LINE.  IT IS STAMPED RANDALL 1950 AND
 KG0570'PROJECTS 3 INCHES.
 KG0570'
 KG0570'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 45.75 FEET.
 KG0570'
 KG0570'TO REACH THE STATION FROM THE MAIN INTERSECTION IN RANDALL,
 KG0570'GO NORTH ON STATE ROUTE 28 FOR 0.8 MILE TO A CROSSROAD, TURN
 KG0570'RIGHT AND GO EAST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT
 KG0570'AS DESCRIBED, CONTINUE EAST 0.45 MILE TO THE STATION ON THE
 KG0570'RIGHT AS DESCRIBED.
 KG0570'
 KG0570'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KG0570
 KG0570                          STATION RECOVERY (1969)
 KG0570
 KG0570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0570'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 KG0570'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 KG0570'MARK HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE DISTANCE
 KG0570'TO REFERENCE MARK NO. 2 CHECKED BUT THE DIRECTION FAILED TO
 KG0570'CHECK BY 3 MINUTES 42 SECONDS.
 KG0570'
 KG0570'REFERENCE MARK NO. 3 AND A NEW AZIMUTH MARK WERE SET.
 KG0570'
 KG0570'FOLLOWING IS A NEW DESCRIPTION.
 KG0570'
 KG0570'TO REACH THE STATION FROM THE MAIN INTERSECTION IN RANDALL,
 KG0570'GO NORTH ON STATE HIGHWAY 28 FOR 0.8 MILE TO A CROSSROAD.  TURN
 KG0570'RIGHT AND GO EAST ON A DIRT ROAD FOR 0.5 MILE TO THE STATION
 KG0570'ON THE RIGHT.
 KG0570'
 KG0570'STATION MARK, A STANDARD DISK STAMPED RANDALL 1950, IS SET IN
 KG0570'THE TOP OF A SQUARE CONCRETE POST WHICH IS 8 INCHES BELOW THE
 KG0570'SURFACE OF THE GROUND.  IT IS 30 FEET WEST OF THE OLD FENCE
 KG0570'CORNER, 18 FEET SOUTH OF THE CENTER OF THE ROAD, 3.5 FEET NORTH
 KG0570'OF A FENCE, 2.5 FEET NORTH OF A CONCRETE POST, AND 1 FOOT
 KG0570'EAST OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 KG0570'INSPECTED.
 KG0570'
 KG0570'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RANDALL NO. 2
 KG0570'1950, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 KG0570'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 19 FEET NORTH OF
 KG0570'THE CENTER OF THE ROAD AND 1 FOOT NORTH OF THE OLD FENCE
 KG0570'CORNER POST.
 KG0570'
 KG0570'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RANDALL 1950 NO. 3
 KG0570'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 KG0570'3 INCHES. IT IS 32 FEET WEST OF A METAL WITNESS POST, 20.5
 KG0570'FEET SOUTH OF THE CENTER OF THE ROAD, AND 1 FOOT NORTH OF A
 KG0570'FENCE.
 KG0570'
 KG0570'AZIMUTH MARK, A STANDARD DISK STAMPED RANDALL 1950 1969, IS
 KG0570'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 KG0570'IT IS 30 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 23 FEET WEST
 KG0570'OF THE CENTER OF A FARM LANE, 2 FEET SOUTHWEST OF A METAL
 KG0570'CORNER FENCE POST, 1 FOOT EAST OF A METAL WITNESS POST, AND 1
 KG0570'FOOT SOUTH OF A FENCE.
 KG0570'
 KG0570'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 KG0570'DIRT ROAD FOR 0.35 MILE TO A FARM LANE AND THE AZIMUTH MARK
 KG0570'ON THE RIGHT.
 KG0570'
 KG0570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1 MILE
 KG0570'NORTHEAST OF RANDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0971 ***********************************************************************
 HG0971  DESIGNATION -  RANDALL
 HG0971  PID         -  HG0971
 HG0971  STATE/COUNTY-  KS/CLARK
 HG0971  USGS QUAD   -  SITKA (1979)
 HG0971
 HG0971                         *CURRENT SURVEY CONTROL
 HG0971  ___________________________________________________________________
 HG0971* NAD 83(1997)-  37 11 32.84212(N)    099 39 01.34331(W)     ADJUSTED  
 HG0971* NAVD 88     -       593.     (meters)    1946.     (feet)  SCALED    
 HG0971  ___________________________________________________________________
 HG0971  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 HG0971  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 HG0971
 HG0971  HORZ ORDER  -  THIRD
 HG0971
 HG0971.The horizontal coordinates were established by classical geodetic methods
 HG0971.and adjusted by the National Geodetic Survey in October 1998..
 HG0971
 HG0971.The orthometric height was scaled from a topographic map.
 HG0971
 HG0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0971
 HG0971.The geoid height was determined by GEOID03.
 HG0971
 HG0971;                    North         East     Units Scale Factor Converg.
 HG0971;SPC KS S     -   458,985.358   297,863.035   MT  1.00001542   -0 42 25.0
 HG0971;UTM  14      - 4,116,420.543   442,278.193   MT  0.99964104   -0 23 35.4
 HG0971
 HG0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0971!SPC KS S     -   0.99991122  x   1.00001542  =   0.99992664
 HG0971!UTM  14      -   0.99991122  x   0.99964104  =   0.99955229
 HG0971
 HG0971|---------------------------------------------------------------------|
 HG0971| PID    Reference Object                     Distance      Geod. Az  |
 HG0971|                                                           dddmmss.s |
 HG0971| CL3813 RANDALL RM 1                         15.493 METERS 03748     |
 HG0971| HG0972 SITKA WALLINGFORD GRAIN ELEV        APPROX. 2.0 KM 1881629.8 |
 HG0971| CL3812 RANDALL AZ MK                                      2672932.7 |
 HG0971| CL3814 RANDALL RM 2                         16.074 METERS 31929     |
 HG0971|---------------------------------------------------------------------|
 HG0971
 HG0971                          SUPERSEDED SURVEY CONTROL
 HG0971
 HG0971  NAD 83(1997)-  37 11 32.84889(N)    099 39 01.34380(W) AD(       ) 3
 HG0971  NAD 83(1986)-  37 11 32.84177(N)    099 39 01.33876(W) AD(       ) 3
 HG0971  NAD 27      -  37 11 32.74752(N)    099 38 59.88923(W) AD(       ) 3
 HG0971
 HG0971.Superseded values are not recommended for survey control.
 HG0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0971.See file dsdata.txt to determine how the superseded data were derived.
 HG0971
 HG0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG4227816421(NAD 83)
 HG0971_MARKER: DS = TRIANGULATION STATION DISK
 HG0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0971
 HG0971  HISTORY     - Date     Condition        Report By
 HG0971  HISTORY     - 1964     MONUMENTED       CGS
 HG0971
 HG0971                          STATION DESCRIPTION
 HG0971
 HG0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0971'THE STATION IS 7 MILES EAST OF ASHLAND, 1-1/4 MILE NORTH OF SITKA,
 HG0971'0.1 MILE EAST OF THE JUNCTION OF U.S. HIGHWAYS 183 AND 160, AND ON
 HG0971'PROPERTY OWNED BY MR. C. RANDALL.
 HG0971'
 HG0971'TO REACH THE STATION FROM THE POST OFFICE IN SITKA, GO NORTH ON
 HG0971'HIGHWAY 183 FOR 1.2 MILES TO THE JUNCTION WITH HIGHWAY 160.  TURN
 HG0971'RIGHT AND GO EAST ON HIGHWAYS 183 AND 160 FOR 0.1 MILE TO THE TOP
 HG0971'OF A RISE AND THE STATION ON THE LEFT, 73 FEET NORTH OF THE EDGE OF
 HG0971'THE CUT BANK.
 HG0971'
 HG0971'STATION MARKS ARE STANDARD DISKS STAMPED RANDALL 1964.  THE SURFACE
 HG0971'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 HG0971'IS 140 FEET NORTHEAST OF A TELEPHONE POLE, 74 FEET NORTH OF A
 HG0971'TELEPHONE POLE, AND 71 FEET NORTH OF A FENCE.  THE UNDERGROUND
 HG0971'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 41 INCHES BELOW THE
 HG0971'SURFACE OF THE GROUND.
 HG0971'
 HG0971'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RANDALL NO 1 1964, IS
 HG0971'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 113.5
 HG0971'FEET NORTH OF THE TELEPHONE POLE AND 1.5 FEET SOUTH OF A SNOW FENCE.
 HG0971'
 HG0971'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RANDALL NO 2 1964, IS
 HG0971'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 123
 HG0971'FEET NORTHWEST OF THE TELEPHONE POLE AND 1.5 FEET SOUTH OF THE SNOW
 HG0971'FENCE.
 HG0971'
 HG0971'AZIMUTH MARK, A STANDARD DISK STAMPED RANDALL 1964, IS SET IN A
 HG0971'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 36 FEET SOUTH
 HG0971'OF THE CENTER OF U.S. HIGHWAY 160 AND 1 FOOT NORTH OF A POWER POLE
 HG0971'WHICH IS SET IN A FENCE LINE.
 HG0971'
 HG0971'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY
 HG0971'160 FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT NEAR A POWER POLE.
 HG0971'
 HG0971'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0572 ***********************************************************************
 KG0572  DESIGNATION -  RANDALL MUNICIPAL TANK
 KG0572  PID         -  KG0572
 KG0572  STATE/COUNTY-  KS/JEWELL
 KG0572  USGS QUAD   -  RANDALL (1969)
 KG0572
 KG0572                         *CURRENT SURVEY CONTROL
 KG0572  ___________________________________________________________________
 KG0572* NAD 83(1997)-  39 38 32.73026(N)    098 02 40.59624(W)     ADJUSTED  
 KG0572* NAVD 88     -                                                        
 KG0572  ___________________________________________________________________
 KG0572  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 KG0572  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 KG0572
 KG0572  HORZ ORDER  -  THIRD
 KG0572
 KG0572.The horizontal coordinates were established by classical geodetic methods
 KG0572.and adjusted by the National Geodetic Survey in October 1998..
 KG0572
 KG0572
 KG0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0572
 KG0572.The geoid height was determined by GEOID03.
 KG0572
 KG0572;                    North         East     Units Scale Factor Converg.
 KG0572;SPC KS N     -   145,328.490   396,170.855   MT  0.99998017   -0 01 41.6
 KG0572;UTM  14      - 4,388,507.195   581,976.295   MT  0.99968273   +0 36 34.4
 KG0572
 KG0572                          SUPERSEDED SURVEY CONTROL
 KG0572
 KG0572  NAD 83(1997)-  39 38 32.73434(N)    098 02 40.59880(W) AD(       ) 4
 KG0572  NAD 83(1986)-  39 38 32.73649(N)    098 02 40.59693(W) AD(       ) 4
 KG0572  NAD 27      -  39 38 32.70000(N)    098 02 39.43700(W) AD(       ) 3
 KG0572
 KG0572.Superseded values are not recommended for survey control.
 KG0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0572.See file dsdata.txt to determine how the superseded data were derived.
 KG0572
 KG0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ8197688507(NAD 83)
 KG0572_MARKER: 53 = ELEVATED TANK
 KG0572
 KG0572  HISTORY     - Date     Condition        Report By
 KG0572  HISTORY     - 1950     FIRST OBSERVED   CGS
 KG0572  HISTORY     - 20050713 GOOD             USPSQD
 KG0572
 KG0572                          STATION DESCRIPTION
 KG0572
 KG0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0572'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF RANDALL,
 KG0572'100 FEET NORTH OF AN EAST-WEST STREET AND 85 FEET EAST OF A
 KG0572'NORTH-SOUTH STREET.
 KG0572'
 KG0572'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 KG0572'AND HAS AN OVERALL HEIGHT OF 130 FEET.  THE LETTERS RANDALL
 KG0572'ARE PAINTED ON THE SOUTHEAST SIDE OF THE TANK.
 KG0572'
 KG0572'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 KG0572
 KG0572                          STATION RECOVERY (2005)
 KG0572
 KG0572'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 KG0572'STATION FOUND GOOD. THE EAST-WEST STREET REFERENCED IN THE 1950
 KG0572'DESCRIPTION IS 3RD STREET, THE NORTH-SOUTH STREET REFERENCED IS WALNUT
 KG0572'STREET. TANK IS NORTH OF 3RD STREET, SOUTH OF 4TH STREET, EAST OF
 KG0572'WALNUT STREET, WEST OF MAIN STREET (STATE HIGHWAY 28) IN THE NORTHEAST
 KG0572'CORNER OF THE INTERSECTION OF 3RD AND WALNUT STREETS. TANK IS PAINTED
 KG0572'SILVER WITH BLACK LETTERING RANDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0891 ***********************************************************************
 HG0891  DESIGNATION -  RANDEL
 HG0891  PID         -  HG0891
 HG0891  STATE/COUNTY-  KS/EDWARDS
 HG0891  USGS QUAD   -  BELPRE NW (1972)
 HG0891
 HG0891                         *CURRENT SURVEY CONTROL
 HG0891  ___________________________________________________________________
 HG0891* NAD 83(1997)-  37 53 53.37277(N)    099 11 44.47500(W)     ADJUSTED  
 HG0891* NAVD 88     -       648.     (meters)    2126.     (feet)  SCALED    
 HG0891  ___________________________________________________________________
 HG0891  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 HG0891  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 HG0891
 HG0891  HORZ ORDER  -  FIRST
 HG0891
 HG0891.The horizontal coordinates were established by classical geodetic methods
 HG0891.and adjusted by the National Geodetic Survey in October 1998..
 HG0891
 HG0891.The orthometric height was scaled from a topographic map.
 HG0891
 HG0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0891
 HG0891.The geoid height was determined by GEOID03.
 HG0891
 HG0891;                    North         East     Units Scale Factor Converg.
 HG0891;SPC KS S     -   536,905.115   338,816.135   MT  0.99993598   -0 25 39.1
 HG0891;UTM  14      - 4,194,533.706   482,795.420   MT  0.99960365   -0 07 12.7
 HG0891
 HG0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0891!SPC KS S     -   0.99990243  x   0.99993598  =   0.99983842
 HG0891!UTM  14      -   0.99990243  x   0.99960365  =   0.99950612
 HG0891
 HG0891:                Primary Azimuth Mark                     Grid Az
 HG0891:SPC KS S     -  BELPRE DOME NEAR CEN OF TOWN             055 50 12.8
 HG0891:UTM  14      -  BELPRE DOME NEAR CEN OF TOWN             055 31 46.4
 HG0891
 HG0891|---------------------------------------------------------------------|
 HG0891| PID    Reference Object                     Distance      Geod. Az  |
 HG0891|                                                           dddmmss.s |
 HG0891| HG0886 BELPRE DOME NEAR CEN OF TOWN        APPROX.10.0 KM 0552433.7 |
 HG0891| HG0885 BELPRE MUNICIPAL TANK               APPROX.10.2 KM 0554138.0 |
 HG0891| HG0884 BELPRE ST BERNARDS CATH CH CUP      APPROX.10.4 KM 0563630.5 |
 HG0891| HG0881 MACKSVILLE MUNICIPAL TANK           APPROX.21.4 KM 0694926.1 |
 HG0891| CL3815 RANDEL AZ MK                                       0901045.5 |
 HG0891| CL3816 RANDEL AZ MK 2                                     0912023.4 |
 HG0891| CL3817 RANDEL RM 1                          29.940 METERS 12749     |
 HG0891| HG0896 HAVILAND MUNICIPAL TANK             APPROX.32.3 KM 1654419.6 |
 HG0891| HG0908 GREENSBURG MUNICIPAL TANK           APPROX.33.9 KM 1945605.0 |
 HG0891| CL3818 RANDEL RM 2                          33.601 METERS 26643     |
 HG0891| HG0931 KINSLEY MUNICIPAL STANDPIPE         APPROX.19.8 KM 2780735.5 |
 HG0891| JG0879 ST PETERS AND PAULS CATH CH         APPROX.25.8 KM 2960949.7 |
 HG0891| JG0878 PEACE EVAN LUTHERAN CH SPIRE        APPROX.23.5 KM 3082331.6 |
 HG0891| HG0923 LEWIS FIRST ME CHURCH BELFRY        APPROX. 6.6 KM 3102037.1 |
 HG0891| HG0924 LEWIS MUNICIPAL TANK                APPROX. 6.7 KM 3102159.8 |
 HG0891|---------------------------------------------------------------------|
 HG0891
 HG0891                          SUPERSEDED SURVEY CONTROL
 HG0891
 HG0891  NAD 83(1997)-  37 53 53.38042(N)    099 11 44.47448(W) AD(       ) 1
 HG0891  NAD 83(1986)-  37 53 53.37907(N)    099 11 44.47318(W) AD(       ) 1
 HG0891  NAD 27      -  37 53 53.32200(N)    099 11 43.07900(W) AD(       ) 1
 HG0891
 HG0891.Superseded values are not recommended for survey control.
 HG0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0891.See file dsdata.txt to determine how the superseded data were derived.
 HG0891
 HG0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG8279594534(NAD 83)
 HG0891_MARKER: DS = TRIANGULATION STATION DISK
 HG0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0891_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0891
 HG0891  HISTORY     - Date     Condition        Report By
 HG0891  HISTORY     - 1934     MONUMENTED       CGS
 HG0891  HISTORY     - 1953     GOOD             CGS
 HG0891
 HG0891                          STATION DESCRIPTION
 HG0891
 HG0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0891'STATION IS LOCATED 4 MILES SOUTHEAST OF LEWIS, 200 FEET WEST
 HG0891'OF THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SEC. 4, T.
 HG0891'25 S., R. 17 W., 7 FEET NORTH OF THE FENCE LINE ON THE BRINKMAN
 HG0891'ESTATE (ALVA RANDEL, RENTER).  MARK IS 12 INCHES BELOW GROUND.
 HG0891'
 HG0891'TO REACH STATION FROM THE FRANK CARROLL MOTOR CO., IN LEWIS,
 HG0891'GO EAST ON U.S. HIGHWAY 50 S FOR 2.7 MILES, THENCE 3.0 MILES
 HG0891'SOUTH, THENCE 0.5 MILE EAST TO TOP OF GRADE AND STATION ON LEFT.
 HG0891'
 HG0891'AZIMUTH MARK IS 0.95 MILE EAST OF STATION IN FENCE WHICH IS
 HG0891'23 FEET NORTH OF CENTERLINE OF ROAD, 130 FEET EAST OF
 HG0891'NORTH-AND-SOUTH FENCE, AND PROJECTS 6 INCHES ABOVE GROUND.
 HG0891'TO REACH FROM STATION, GO 0.95 MILE EAST TO MARK
 HG0891'ON LEFT SIDE OF ROAD.
 HG0891'
 HG0891'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION IN FENCE WHICH
 HG0891'IS 20 FEET SOUTH OF CENTERLINE OF ROAD, AND PROJECTS 6 INCHES
 HG0891'ABOVE GROUND.
 HG0891'
 HG0891'REFERENCE MARK NO. 2 IS WEST OF STATION IN FENCE WHICH IS 23 FEET
 HG0891'NORTH OF CENTERLINE OF ROAD, AND PROJECTS 6 INCHES ABOVE GROUND.
 HG0891'
 HG0891'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HG0891
 HG0891                          STATION RECOVERY (1953)
 HG0891
 HG0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 HG0891'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 HG0891'THE AZIMUTH MARK HAD BEEN DESTROYED.  REFERENCE MARK 1 IS TILTED
 HG0891'TO THE WEST BUT IS STILL FIRMLY EMBEDDED IN THE GROUND.  A
 HG0891'DESCREPANCY WAS NOTED ON THE MEASUREMENT TO BOTH REFERENCE MARKS
 HG0891'AND ON THE DIRECTION TO REFERENCE MARK 1.  A NEW DESCRIPTION
 HG0891'FOLLOWS.
 HG0891'
 HG0891'THE STATION IS ABOUT 200 FEET WEST OF THE SOUTHEAST CORNER
 HG0891'OF THE SOUTHWEST QUARTER OF SECTION 4, T 25 S, R 17 W, ABOUT 6
 HG0891'MILES SOUTHWEST OF BELPRE, 4 MILES SOUTHEAST OF LEWIS, 33 FEET
 HG0891'NORTH OF THE CENTER OF A DIRT ROAD, 5.5 FEET NORTH OF A WIRE
 HG0891'FENCE AND A WHITE 4 IN X 4 IN WITNESS POST AND ON LAND OWNED
 HG0891'BY MR. JOHN MAYHEW OF TROUSDALE.
 HG0891'
 HG0891'TO REACH THE STATION FROM THE POST OFFICE IN LEWIS, GO EAST ON
 HG0891'U.S. HIGHWAY 50S FOR 2.8 MILES TO A CROSS ROAD AND A SCHOOL
 HG0891'HOUSE IN THE SOUTHEAST ANGLE OF THIS INTERSECTION, TURN RIGHT
 HG0891'(SOUTH) AND FOLLOW A DIRT ROAD FOR 3 MILES TO ANOTHER CROSS
 HG0891'ROAD, TURN LEFT (EAST) AND FOLLOW THE DIRT ROAD FOR 0.5 MILE TO
 HG0891'THE HIGHEST POINT OF A LOW RIDGE AND THE STATION.
 HG0891'
 HG0891'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE DIRT
 HG0891'ROAD FOR 0.45 MILE TO A CROSS ROAD, CONTINUE EASTERLY ON A
 HG0891'SANDY ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED
 HG0891'BELOW.
 HG0891'
 HG0891'THE STATION MARK IS 12 INCHES BELOW THE SURFACE OF THE GROUND
 HG0891'AND THE DISK IS STAMPED RANDEL 1934.
 HG0891'
 HG0891'REFERENCE MARK 1 IS 39.5 FEET EAST OF A POWERLINE POLE, 27 FEET
 HG0891'SOUTH OF THE CENTER OF THE ROAD, AND 5 FEET NORTH OF A WIRE
 HG0891'FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 HG0891'RANDEL NO 1 1934.
 HG0891'
 HG0891'REFERENCE MARK 2 IS 27 FEET NORTH OF THE CENTER OF THE ROAD
 HG0891'AND 2 FEET SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 5 INCHES
 HG0891'AND THE DISK IS STAMPED RANDEL NO 2 1934.
 HG0891'
 HG0891'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTER OF THE ROAD, 11
 HG0891'FEET SOUTH OF A POWERLINE POLE, 2.5 FEET SOUTHWEST OF A WHITE
 HG0891'4 IN X 4 IN WITNESS POST AND 2 FEET SOUTH OF A FENCE CORNER.
 HG0891'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RANDEL 1934
 HG0891'RESET 1953.
 HG0891'
 HG0891'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1055 ***********************************************************************
 KF1055  DESIGNATION -  RANDOLPH MARLADAHL LUTHERAN CH
 KF1055  PID         -  KF1055
 KF1055  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1055  USGS QUAD   -  OLSBURG NW (1983)
 KF1055
 KF1055                         *CURRENT SURVEY CONTROL
 KF1055  ___________________________________________________________________
 KF1055* NAD 83(1997)-  39 28 25.07780(N)    096 40 02.93776(W)     ADJUSTED  
 KF1055* NAVD 88     -                                                        
 KF1055  ___________________________________________________________________
 KF1055  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 KF1055  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 KF1055
 KF1055  HORZ ORDER  -  THIRD
 KF1055
 KF1055.The horizontal coordinates were established by classical geodetic methods
 KF1055.and adjusted by the National Geodetic Survey in October 1998..
 KF1055
 KF1055
 KF1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1055
 KF1055.The geoid height was determined by GEOID03.
 KF1055
 KF1055;                    North         East     Units Scale Factor Converg.
 KF1055;SPC KS N     -   127,431.259   514,649.442   MT  0.99996440   +0 50 35.2
 KF1055;UTM  14      - 4,371,935.289   700,634.035   MT  1.00009564   +1 28 60.0
 KF1055
 KF1055                          SUPERSEDED SURVEY CONTROL
 KF1055
 KF1055  NAD 83(1997)-  39 28 25.08218(N)    096 40 02.93814(W) AD(       ) 4
 KF1055  NAD 83(1986)-  39 28 25.08336(N)    096 40 02.93555(W) AD(       ) 4
 KF1055  NAD 27      -  39 28 25.11000(N)    096 40 01.90000(W) AD(       ) 3
 KF1055
 KF1055.Superseded values are not recommended for survey control.
 KF1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1055.See file dsdata.txt to determine how the superseded data were derived.
 KF1055
 KF1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ0063471935(NAD 83)
 KF1055_MARKER: 90 = CHURCH SPIRE
 KF1055
 KF1055  HISTORY     - Date     Condition        Report By
 KF1055  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1055
 KF1055                          STATION DESCRIPTION
 KF1055
 KF1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1055'LOCATED ABOUT 4 MILES NORTHEAST OF RANDOLPH ON STATE ROUTE 13.
 KF1055'IT IS 150 FEET WEST OF THE HIGHWAY, 0.2 MILE EAST OF THE BIG BLUE
 KF1055'RIVER AND 2 MILES NORTH OF THE JUNCTION OF STATE ROUTES 16 AND
 KF1055'13.
 KF1055'
 KF1055'IT IS A LIMESTONE STRUCTURE WITH A SILVER PAINTED METAL SPIRE
 KF1055'WITH A SMALL BALL AND WEATHER VANE ON TOP.  THE HEIGHT IS
 KF1055'APPROXIMATELY 40 FEET.
 KF1055'
 KF1055'THE POINT INTERSECTED WAS THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1010 ***********************************************************************
 KF1010  DESIGNATION -  RANGE
 KF1010  PID         -  KF1010
 KF1010  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1010  USGS QUAD   -  LACLEDE (1978)
 KF1010
 KF1010                         *CURRENT SURVEY CONTROL
 KF1010  ___________________________________________________________________
 KF1010* NAD 83(1997)-  39 20 50.38614(N)    096 09 28.04551(W)     ADJUSTED  
 KF1010* NAVD 88     -       418.12   (+/-2cm)    1371.8    (feet)  VERTCON   
 KF1010  ___________________________________________________________________
 KF1010  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 KF1010  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 KF1010
 KF1010  HORZ ORDER  -  SECOND
 KF1010  VERT ORDER  -  THIRD ? (See Below)
 KF1010
 KF1010.The horizontal coordinates were established by classical geodetic methods
 KF1010.and adjusted by the National Geodetic Survey in October 1998..
 KF1010
 KF1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 KF1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KF1010.The vertical order pertains to the NGVD 29 superseded value.
 KF1010
 KF1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1010
 KF1010.The geoid height was determined by GEOID03.
 KF1010
 KF1010;                    North         East     Units Scale Factor Converg.
 KF1010;SPC KS N     -   114,180.811   558,783.259   MT  0.99995827   +1 09 56.1
 KF1010;UTM  14      - 4,359,174.579   744,924.029   MT  1.00033866   +1 48 10.5
 KF1010
 KF1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1010!SPC KS N     -   0.99993917  x   0.99995827  =   0.99989744
 KF1010!UTM  14      -   0.99993917  x   1.00033866  =   1.00027781
 KF1010
 KF1010|---------------------------------------------------------------------|
 KF1010| PID    Reference Object                     Distance      Geod. Az  |
 KF1010|                                                           dddmmss.s |
 KF1010| KF1009 BOMBING RANGE OBSERVATION TWR       142.961 METERS 02652     |
 KF1010| CL8244 RANGE RM 1                           12.561 METERS 05605     |
 KF1010| CL8243 RANGE AZ MK                                        2313248.2 |
 KF1010| CL8245 RANGE RM 2                            9.989 METERS 31516     |
 KF1010| KF0975 DULUTH ST PAULS LUTHERAN CH         APPROX.20.6 KM 3443504.6 |
 KF1010| KF1012 ONAGA MUNICIPAL TANK                APPROX.16.4 KM 3555915.9 |
 KF1010|---------------------------------------------------------------------|
 KF1010
 KF1010                          SUPERSEDED SURVEY CONTROL
 KF1010
 KF1010  NAD 83(1997)-  39 20 50.39202(N)    096 09 28.04246(W) AD(       ) 2
 KF1010  NAD 83(1986)-  39 20 50.39242(N)    096 09 28.04169(W) AD(       ) 2
 KF1010  NAD 27      -  39 20 50.40800(N)    096 09 27.05300(W) AD(       ) 2
 KF1010  NGVD 29 (07/19/86)  418.00   (m)         1371.4    (f) LEVELING    3  
 KF1010
 KF1010.Superseded values are not recommended for survey control.
 KF1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1010.See file dsdata.txt to determine how the superseded data were derived.
 KF1010
 KF1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ4492459175(NAD 83)
 KF1010_MARKER: DS = TRIANGULATION STATION DISK
 KF1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1010
 KF1010  HISTORY     - Date     Condition        Report By
 KF1010  HISTORY     - 1947     MONUMENTED       CGS
 KF1010  HISTORY     - 1965     GOOD             CGS
 KF1010
 KF1010                          STATION DESCRIPTION
 KF1010
 KF1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1010'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF ONAGA AND 6 MILES
 KF1010'NORTHWEST OF EMMETT, ON THE BENCH LAND ABOUT 2.5 MILES EAST OF THE
 KF1010'VERMILLION RIVER.  IT IS IN A PASTURE WHICH WAS USED AS A
 KF1010'BOMBING RANGE BY THE ARMY.  IT IS 29.5 FEET SOUTHWEST OF THE
 KF1010'WEST END OF A WIRE GATE AND 18.5 FEET WEST OF THE CENTER OF A
 KF1010'TRACK ROAD.  IT IS STAMPED RANGE 1947 AND IS FLUSH WITH THE
 KF1010'SURFACE OF THE GROUND.
 KF1010'
 KF1010'REFERENCE MARK NO. 1 IS 2 FEET EAST OF THE EAST END OF A WIRE GATE
 KF1010'AND THE SAME ELEVATION AS THE STATION.  IT IS STAMPED RANGE NO
 KF1010'1 1947 AND PROJECTS 6 INCHES.
 KF1010'
 KF1010'REFERENCE MARK NO 2 IS 41 FEET WEST OF THE WEST END OF A WIRE
 KF1010'GATE, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE AND ABOUT 2
 KF1010'FEET LOWER THAN THE STATION.  IT IS STAMPED RANGE NO 2 1947 AND
 KF1010'PROJECTS 6 INCHES.
 KF1010'
 KF1010'AZIMUTH MARK IS 25 FEET EAST OF THE CENTER OF A DIRT ROAD, 24
 KF1010'FEET NORTH OF THE NORTH END OF A WIRE GATE, 1 FOOT EAST OF A
 KF1010'NORTH-SOUTH FENCE LINE, AND 3 FEET NORTH OF A 4-INCH SQUARE WHITE
 KF1010'WOODEN WITNESS POST PROJECTING 3 FEET.  IT IS STAMPED RANGE 1947
 KF1010'AND PROJECTS 6 INCHES.
 KF1010'
 KF1010'TO REACH THE STATION FROM THE POST OFFICE IN ONAGA, GO SOUTH FOR
 KF1010'0.3 MILE TO A FORK, TAKE RIGHT FORK AND GO 1.05 MILES TO A FORK
 KF1010'JUST AFTER CROSSING A SMALL BRIDGE, TAKE LEFT FORK AND FOLLOW MAIN
 KF1010'ROAD FOR 9.05 MILES TO A FORK.  TAKE LEFT FORK AND GO 2.0 MILES
 KF1010'TO A SMALL STORE ON THE RIGHT AND A SIDE ROAD LEADING EAST.
 KF1010'GO EAST ON SIDE ROAD FOR 0.9 MILE TO A FORK AND A SMALL SCHOOL
 KF1010'ON THE LEFT.  TAKE RIGHT FORK AND GO 2.25 MILES TO THE TOP OF
 KF1010'THE RIDGE AND A TRACK ROAD LEADING NORTHEAST.  PASS THROUGH
 KF1010'GATE, AZIMUTH MARK ON THE LEFT, AND FOLLOW TRACK ROAD
 KF1010'NORTHEAST FOR 0.55 MILE TO A GATE, PASS THROUGH GATE AND GO 0.35
 KF1010'MILE TO THE TOP OF THE RIDGE, TURN LEFT AND GO 0.25 MILE TO THE
 KF1010'STATION AS DESCRIBED.
 KF1010'
 KF1010'A 4 FOOT SIGNAL AT ONAGA IS V.G.
 KF1010'
 KF1010'A 47 FOOT SIGNAL AT HAVENSVILLE IS V.G.
 KF1010'
 KF1010'A 74 FOOT SIGNAL AT AVOCA 1934 IS V.G.
 KF1010'
 KF1010'A 47 FOOT SIGNAL AT DELIA 1934 IS V.G.
 KF1010'
 KF1010'A 4 FOOT SIGNAL AT BEL IS V.G.
 KF1010'
 KF1010'A 4 FOOT SIGNAL AT LOUIS IS V.G.
 KF1010'
 KF1010'A 74 FOOT SIGNAL AT WESTMORELAND IS V.G.
 KF1010'
 KF1010'A 74 FOOT SIGNAL AT WHEATON IS V.G.
 KF1010'
 KF1010'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KF1010
 KF1010                          STATION RECOVERY (1965)
 KF1010
 KF1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1010'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF1010'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KF1010'
 KF1010'THE STATION IS ON PROPERTY NOW OWNED BY MRS E.C. ROBY, EUREKA,
 KF1010'KANSAS, KEY TO THE LOCKED GATE WAS OBTAINED FROM MR. ADOLPH JENSSEN,
 KF1010'WHO LIVES ALONG HIGHWAY 63 ABOUT 2 MILES NORTH OF EMMETT.
 KF1010'
 KF1010'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT, GO WEST
 KF1010'ON THE MACADAM STREET FOR 0.35 MILE TO JUNCTION OF STATE HIGHWAY
 KF1010'63, TURN RIGHT AND GO NORTH ON THE HIGHWAY FOR 0.75 MILE, TURN
 KF1010'LEFT, GO WEST ON THE GRAVELED ROAD FOR 6.0 MILES TO A BRIDGE AND
 KF1010'THE ROAD TURNS NORTH, CONTINUE NORTH 1.3 MILES TO AN IRON GATE
 KF1010'(LOCKED) ON THE RIGHT AND THE AZIMUTH MARK, GO THROUGH THE GATE
 KF1010'AND FOLLOW THE TRACK ROAD ACROSS THE PASTURE 0.15 MILE TO A
 KF1010'FORK, KEEP THE LEFT FORK AND CONTINUE 0.9 MILE, TURN LEFT AND GO
 KF1010'NORTH ABOUT 0.2 MILE TO A GATE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1722 ***********************************************************************
 JE1722  DESIGNATION -  RANSOM
 JE1722  PID         -  JE1722
 JE1722  STATE/COUNTY-  KS/FRANKLIN
 JE1722  USGS QUAD   -  WILLIAMSBURG (1983)
 JE1722
 JE1722                         *CURRENT SURVEY CONTROL
 JE1722  ___________________________________________________________________
 JE1722* NAD 83(1997)-  38 29 51.89168(N)    095 26 03.26694(W)     ADJUSTED  
 JE1722* NAVD 88     -       353.3    (meters)    1159.     (feet)  VERTCON   
 JE1722  ___________________________________________________________________
 JE1722  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 JE1722  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 JE1722
 JE1722  HORZ ORDER  -  SECOND
 JE1722
 JE1722.The horizontal coordinates were established by classical geodetic methods
 JE1722.and adjusted by the National Geodetic Survey in October 1998..
 JE1722
 JE1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1722
 JE1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1722
 JE1722.The geoid height was determined by GEOID03.
 JE1722
 JE1722;                    North         East     Units Scale Factor Converg.
 JE1722;SPC KS S     -   607,624.718   667,391.340   MT  0.99998710   +1 53 02.4
 JE1722;UTM  15      - 4,263,851.514   287,718.250   MT  1.00015498   -1 30 57.0
 JE1722
 JE1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1722!SPC KS S     -   0.99994951  x   0.99998710  =   0.99993661
 JE1722!UTM  15      -   0.99994951  x   1.00015498  =   1.00010448
 JE1722
 JE1722:                Primary Azimuth Mark                     Grid Az
 JE1722:SPC KS S     -  RANSOM AZ MK                             038 10 51.6
 JE1722:UTM  15      -  RANSOM AZ MK                             041 34 51.0
 JE1722
 JE1722|---------------------------------------------------------------------|
 JE1722| PID    Reference Object                     Distance      Geod. Az  |
 JE1722|                                                           dddmmss.s |
 JE1722| CL6078 RANSOM AZ MK                                       0400354.0 |
 JE1722| JE1663 OTTAWA KC P AND L CO RAD MAST       APPROX.13.9 KM 0575255.8 |
 JE1722| JE1724 WILLIAMSBURG MICROWAVE              APPROX. 5.8 KM 1995009.4 |
 JE1722| CL6079 RANSOM RM 1                          27.826 METERS 22720     |
 JE1722| CL6081 RANSOM RM 3                          24.282 METERS 23647     |
 JE1722| CL6082 RANSOM RM 4                          23.588 METERS 23910     |
 JE1722| CL6080 RANSOM RM 2                          24.582 METERS 34454     |
 JE1722| JE1673 AMARILLO KANSAS CITY AWY BN 41      APPROX.14.7 KM 3522925.6 |
 JE1722|---------------------------------------------------------------------|
 JE1722
 JE1722                          SUPERSEDED SURVEY CONTROL
 JE1722
 JE1722  NAD 83(1986)-  38 29 51.89845(N)    095 26 03.26918(W) AD(       ) 2
 JE1722  NAD 27      -  38 29 51.85000(N)    095 26 02.34400(W) AD(       ) 2
 JE1722  NGVD 29 (07/19/86)  353.2    (m)         1159.     (f) VERT ANG       
 JE1722
 JE1722.Superseded values are not recommended for survey control.
 JE1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1722.See file dsdata.txt to determine how the superseded data were derived.
 JE1722
 JE1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC8771863852(NAD 83)
 JE1722_MARKER: DS = TRIANGULATION STATION DISK
 JE1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1722
 JE1722  HISTORY     - Date     Condition        Report By
 JE1722  HISTORY     - 1948     MONUMENTED       CGS
 JE1722  HISTORY     - 1970     GOOD             NGS
 JE1722  HISTORY     - 1974     GOOD             NGS
 JE1722
 JE1722                          STATION DESCRIPTION
 JE1722
 JE1722'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1722'THE STATION IS LOCATED ABOUT 12.0 MILES SOUTHWEST OF OTTAWA,
 JE1722'8.0 MILES SOUTH-SOUTHEAST OF POMONA AND 3.0 MILES NORTHEAST OF
 JE1722'WILLIAMSBURG IN THE V FORMED BY THE JUNCTION OF U.S. HIGHWAY 50-S
 JE1722'AND NORTHWEST-SOUTHEAST CROSSROAD.  IT IS 93 FEET NORTHWEST OF THE
 JE1722'CENTER OF U.S. HIGHWAY 50 S, 48 FEET NORTHEAST OF THE CENTER OF
 JE1722'THE CROSSROAD, 43 FEET NORTHWEST OF TRIANGULAR BLAZED TELEPHONE
 JE1722'POLE NO 71-207 AND 36.5 FEET SOUTHWEST OF FENCE LINE.  IT IS
 JE1722'STAMPED RANSOM 1948 AND SET FLUSH WITH THE GROUND SURFACE.
 JE1722'
 JE1722'REFERENCE MARK NO 1 IS SOUTHWEST OF THE STATION, 20 FEET WEST
 JE1722'OF THE CENTER OF THE DIRT ROAD, 3 FEET SOUTH OF A TELEPHONE POLE
 JE1722'AND 2 FEET EAST OF FENCE LINE.  IT IS STAMPED RANSOM NO 1 1948 AND
 JE1722'PROJECTS 7 INCHES.
 JE1722'
 JE1722'REFERENCE MARK NO 2 IS NORTH-NORTHWEST OF THE STATION, 25 FEET
 JE1722'EAST OF THE CENTER OF THE DIRT ROAD AND 4 FEET SOUTH OF SOUTHWEST
 JE1722'FENCE CORNER.  IT IS STAMPED RANSOM NO 2 1948 AND PROJECTS 7
 JE1722'INCHES.
 JE1722'
 JE1722'THE AZIMUTH MARK IS ABOUT 0.55 MILE NORTHEAST OF THE STATION, 18
 JE1722'FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 50-S AND 1 FOOT
 JE1722'SOUTH OF CURVE SIGN.  IT IS STAMPED RANSOM 1948 AND SET FLUSH
 JE1722'WITH THE GROUND SURFACE.  TO REACH FROM THE STATION, GO
 JE1722'NORTHEAST ON U.S. HIGHWAY 50-S FOR 0.55 MILE TO CURVE SIGN ON
 JE1722'THE RIGHT AND MARK AS DESCRIBED.
 JE1722'
 JE1722'TO REACH THE STATION FROM THE COURT HOUSE IN OTTAWA, GO SOUTHWEST
 JE1722'ON U.S. HIGHWAY 59 FOR 1.75 MILES TO JUNCTION OF U.S. HIGHWAYS 59
 JE1722'AND 50-S, CONTINUE SOUTHWEST ON U.S. HIGHWAY 50-S FOR 12.0 MILES
 JE1722'TO DIAGONAL CROSSROAD AND STATION ON THE NORTHWEST SIDE AS
 JE1722'DESCRIBED.
 JE1722'
 JE1722'AN 87 FOOT SIGNAL AT STATION WAVERLY 1934 IS VISIBLE AT 37 FEET.
 JE1722'
 JE1722'AN 87 FOOT SIGNAL AT STATION ROCK IS VISIBLE AT 20 FEET.
 JE1722'
 JE1722'AN 87 FOOT SIGNAL AT STATION BICE 1934 IS VISIBLE AT 20 FEET.
 JE1722'
 JE1722'A 74 FOOT SIGNAL AT STATION MONA IS VISIBLE AT 10 FEET.
 JE1722'
 JE1722'AN 87 FOOT SIGNAL AT STATION SIMMONS 1883 IS VISIBLE AT 10 FEET.
 JE1722'
 JE1722'A 84 FOOT SIGNAL AT STATION NORWOOD IS VISIBLE AT 20 FEET.
 JE1722'
 JE1722'A 74 FOOT SIGNAL AT STATION BURLINGTON IS VISIBLE AT 20 FEET.
 JE1722'
 JE1722'A 74 FOOT SIGNAL AT STATION LANE IS VISIBLE AT 20 FEET.
 JE1722'
 JE1722'A 74 FOOT SIGNAL AT STATION TAPELY IS VISIBLE AT 20 FEET.
 JE1722'
 JE1722'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1722
 JE1722                          STATION RECOVERY (1970)
 JE1722
 JE1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1722'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK WERE
 JE1722'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 JE1722'FOUND DESTROYED.  THE DIRECTION TO REFERENCE MARK NO. 2 FAILED
 JE1722'TO CHECK BY 3 MINUTES AND THE DISTANCE FAILED TO CHECK BY 0.05
 JE1722'FEET.
 JE1722'
 JE1722'REFERENCE MARK NO. 3 WAS SET.
 JE1722'
 JE1722'FOLLOWING IS A NEW DESCRIPTION.
 JE1722'
 JE1722'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN WILLIAMSBURG,
 JE1722'GO NORTHEAST ON U.S. HIGHWAY 50 FOR 2.25 MILES TO A CROSSROAD
 JE1722'AND THE STATION ON THE NORTHWEST SIDE.  (CONTINUE NORTHEAST ON
 JE1722'U.S. HIGHWAY 50 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 JE1722'
 JE1722'STATION MARK, A STANDARD DISK STAMPED RANSOM 1948, IS SET IN THE
 JE1722'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 JE1722'THE GROUND.  IT IS 211 FEET NORTH-NORTHEAST OF THE CENTER OF
 JE1722'INTERSECTION, 93 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY 50,
 JE1722'47 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 42.5 FEET
 JE1722'NORTHWEST OF A POWERLINE POLE, AND IN THE APPROXIMATE CENTER OF
 JE1722'A TRIANGULAR PLOT OF LAND FORMED BY THE ROADS.  THE UNDERGROUND
 JE1722'MARK WAS NOT INSPECTED.
 JE1722'
 JE1722'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RANSOM NO. 2 1948,
 JE1722'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 7
 JE1722'INCHES.  IT IS 25 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD
 JE1722'AND 4 FEET SOUTH OF THE SOUTHWEST CORNER FENCE POST.
 JE1722'
 JE1722'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RANSOM 1948 NO.
 JE1722'3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JE1722'6 INCHES.  IT IS 167.5 FEET NORTH OF THE CENTER OF THE
 JE1722'INTERSECTION, 22 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 1
 JE1722'FOOT SOUTH OF A METAL WITNESS POST, AND 1 FOOT EAST OF A FENCE.
 JE1722'
 JE1722'AZIMUTH MARK, A STANDARD DISK STAMPED RANSOM 1948, IS SET IN THE
 JE1722'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 JE1722'THE GROUND.  IT IS 18 FEET SOUTHEAST OF THE CENTER OF U.S.
 JE1722'HIGHWAY 50, 4 FEET NORTHWEST OF A METAL WITNESS POST, AND ACROSS
 JE1722'HIGHWAY FROM THE SOUTHWEST BRACE POST.
 JE1722'
 JE1722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.0 MILES
 JE1722'NORTHEAST OF WILLIAMSBURG.
 JE1722
 JE1722                          STATION RECOVERY (1974)
 JE1722
 JE1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1722'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 JE1722'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 3 WAS BROKEN
 JE1722'OFF AT THE TOP AND WAS DESTROYED.  THE DIRECTIONS TO THE AZIMUTH
 JE1722'MARK AND REFERENCE MARK 2 CHECK WITH 1948 DATA AND THE ANGLE
 JE1722'BETWEEN THE AZIMUTH MARK AND REFERENCE MARK 2 CHECK 1970 DATA.  A
 JE1722'DIFFERENCE OF 0.01 FEET OR 0.006 METER SHORTER WAS NOTED IN THE
 JE1722'DISTANCE TO REFERENCE MARK 2 IN THE 1948 DATA AND A DIFFERENCE
 JE1722'OF 0.06 FEET OR 0.020 METER WAS NOTED SHORTER THAN THE 1970 DATA.
 JE1722'REFERENCE MARK 4 WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 JE1722'FOLLOWS.
 JE1722'
 JE1722'THE STATION IS ABOUT 2-1/4 MILES NORTHEAST OF WILLIAMSBURG, 3 MILES
 JE1722'SOUTHWEST OF HOMEWOOD AND ON HIGHWAY RIGHT-OF-WAY OF OLD U.S.
 JE1722'HIGHWAY 50 IN THE SOUTHWEST QUARTER OF SEC 9, R 18 E, T 18 S.
 JE1722'
 JE1722'TO REACH THE STATION FROM THE POST OFFICE IN WILLIAMSBURG, GO
 JE1722'NORTHEAST ON OLD U.S. HIGHWAY 50 FOR 2.3 MILES TO A CROSSROAD AND
 JE1722'THE STATION ON THE LEFT IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 JE1722'TO REACH THE AZIMUTH MARK, CONTINUE NORTHEAST ON OLD U.S. HIGHWAY
 JE1722'50 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JE1722'
 JE1722'STATION MARK IS A STANDARD DISK, STAMPED RANSOM 1948, SET IN THE
 JE1722'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JE1722'GROUND.  IT IS 43.0 FEET WEST-NORTHWEST OF A POWERLINE POLE, 46.3
 JE1722'FEET EAST OF THE APPROXIMATE CENTER OF A GRADED ROAD AND 93.0 FEET
 JE1722'NORTHEAST OF THE CENTER OF OLD U.S. HIGHWAY 50.
 JE1722'
 JE1722'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RANSOM NO 2 1948, SET
 JE1722'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 JE1722'INCHES ABOVE THE GROUND.  IT IS 4.0 FEET SOUTH OF A FENCE POST AT
 JE1722'AN ANGLE IN THE FENCE AND 25.0 FEET EAST OF THE CENTER OF THE
 JE1722'GRADED ROAD.
 JE1722'
 JE1722'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED RANSOM 1948 NO 4 1974,
 JE1722'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 JE1722'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1.0 FEET EAST OF A FENCE
 JE1722'AND 2.7 FEET NORTH OF A METAL WITNESS POST.
 JE1722'
 JE1722'AZIMUTH MARK IS A STANDARD DISK, STAMPED RANSOM 1948, SET IN THE TOP
 JE1722'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JE1722'GROUND.  IT IS 4.0 FEET NORTHWEST OF A WITNESS POST, 19.5 FEET
 JE1722'SOUTHEAST OF THE CENTER OF OLD U.S. HIGHWAY 50 AND 86.4 FEET EAST
 JE1722'OF POWERLINE POLE NUMBER 16.
 JE1722'
 JE1722'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 JE1722'NORTHEAST OF WILLIAMSBURG.
 JE1722'
 JE1722'HEIGHT OF LIGHT ABOUE STATION MARK 83.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0951 ***********************************************************************
 JG0951  DESIGNATION -  RANSOM
 JG0951  PID         -  JG0951
 JG0951  STATE/COUNTY-  KS/NESS
 JG0951  USGS QUAD   -  RANSOM SW (1966)
 JG0951
 JG0951                         *CURRENT SURVEY CONTROL
 JG0951  ___________________________________________________________________
 JG0951* NAD 83(1997)-  38 37 26.75114(N)    099 57 20.40024(W)     ADJUSTED  
 JG0951* NAVD 88     -       767.     (meters)    2516.     (feet)  SCALED    
 JG0951  ___________________________________________________________________
 JG0951  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 JG0951  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 JG0951
 JG0951  HORZ ORDER  -  SECOND
 JG0951
 JG0951.The horizontal coordinates were established by classical geodetic methods
 JG0951.and adjusted by the National Geodetic Survey in October 1998..
 JG0951
 JG0951.The orthometric height was scaled from a topographic map.
 JG0951
 JG0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0951
 JG0951.The geoid height was determined by GEOID03.
 JG0951
 JG0951;                    North         East     Units Scale Factor Converg.
 JG0951;SPC KS S     -   618,243.431   273,239.980   MT  1.00001186   -0 53 40.4
 JG0951;SPC KS N     -    34,116.932   229,705.362   MT  1.00001623   -1 14 14.6
 JG0951;UTM  14      - 4,275,496.717   416,810.207   MT  0.99968522   -0 35 47.6
 JG0951
 JG0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0951!SPC KS S     -   0.99988366  x   1.00001186  =   0.99989552
 JG0951!SPC KS N     -   0.99988366  x   1.00001623  =   0.99989989
 JG0951!UTM  14      -   0.99988366  x   0.99968522  =   0.99956892
 JG0951
 JG0951:                Primary Azimuth Mark                     Grid Az
 JG0951:SPC KS S     -  RANSOM R A GRAIN CO ELEVATOR             064 18 28.0
 JG0951:SPC KS N     -  RANSOM R A GRAIN CO ELEVATOR             064 39 02.2
 JG0951:UTM  14      -  RANSOM R A GRAIN CO ELEVATOR             064 00 35.2
 JG0951
 JG0951|---------------------------------------------------------------------|
 JG0951| PID    Reference Object                     Distance      Geod. Az  |
 JG0951|                                                           dddmmss.s |
 JG0951| JG0954 RANSOM R A GRAIN CO ELEVATOR        APPROX. 2.1 KM 0632447.6 |
 JG0951| JG0948 BROWNELL ROBINSON MILL ELEV         APPROX.18.5 KM 0844435.0 |
 JG0951| CL3819 RANSOM AZ MK                                       0901159.1 |
 JG0951| CL3820 RANSOM RM 1                          79.273 METERS 10137     |
 JG0951| CL3821 RANSOM RM 2                          40.679 METERS 24247     |
 JG0951| JH0662 ARNOLD ELEVATOR CO ELEVATOR         APPROX. 8.1 KM 2832827.3 |
 JG0951|---------------------------------------------------------------------|
 JG0951
 JG0951                          SUPERSEDED SURVEY CONTROL
 JG0951
 JG0951  NAD 83(1986)-  38 37 26.75896(N)    099 57 20.40047(W) AD(       ) 2
 JG0951  NAD 27      -  38 37 26.70540(N)    099 57 18.95658(W) AD(       ) 2
 JG0951
 JG0951.Superseded values are not recommended for survey control.
 JG0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0951.See file dsdata.txt to determine how the superseded data were derived.
 JG0951
 JG0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH1681075497(NAD 83)
 JG0951_MARKER: DS = TRIANGULATION STATION DISK
 JG0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0951
 JG0951  HISTORY     - Date     Condition        Report By
 JG0951  HISTORY     - 1964     MONUMENTED       CGS
 JG0951
 JG0951                          STATION DESCRIPTION
 JG0951
 JG0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0951'THE STATION IS LOCATED 5 MILES EAST OF ARNOLD, 1-1/2 MILES SOUTHWEST
 JG0951'OF RANSOM, IN THE SOUTHEAST CORNER OF SECTION 27, T 16 S, R 24 W, IN
 JG0951'THE NORTHWEST CORNER OF A CROSSROAD, ON PROPERTY OWNED BY ALICE
 JG0951'GARAVETT.
 JG0951'
 JG0951'TO REACH THE STATION FROM THE POST OFFICE IN RANSOM, GO SOUTH ON A
 JG0951'GRAVELED ROAD FOR 0.2 MILE TO A T-ROAD AND THE JUNCTION OF STATE
 JG0951'HIGHWAY 4.  TURN RIGHT AND GO WEST ON STATE HIGHWAY 4 FOR 1.25
 JG0951'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 JG0951'FOR 0.4 MILE TO A CROSSROAD AND THE STATION ON THE RIGHT.
 JG0951'
 JG0951'THE STATION MARKS ARE STANDARD DISKS STAMPED RANSOM 1964.  THE
 JG0951'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 JG0951'WHICH IS SET FLUSH.  IT IS 40 FEET NORTH OF THE CENTER OF A GRADED
 JG0951'ROAD, 33 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 2.2 FEET
 JG0951'NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN A
 JG0951'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE GROUND.
 JG0951'
 JG0951'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RANSOM NO. 1 1964, SET
 JG0951'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 JG0951'INCHES.  IT IS 19 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 2-1/2
 JG0951'FEET WEST OF A POWER POLE AND 2 FEET EAST OF A METAL WITNESS POST.
 JG0951'
 JG0951'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RANSOM NO. 2 1964,
 JG0951'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6
 JG0951'INCHES.  IT IS 19 FEET SOUTH OF THE CENTER OF A GRADED ROAD, 3 FEET
 JG0951'EAST OF A POWER POLE AND 2.4 FEET WEST OF A METAL WITNESS POST.
 JG0951'
 JG0951'THE AZIMUTH MARK, A STANDARD DISK STAMPED RANSOM 1964, SET IN THE
 JG0951'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 JG0951'IS 21 FEET SOUTH OF THE CENTER OF A TRACK ROAD, 2 FEET WEST OF A
 JG0951'POWER POLE AND 2 FEET EAST OF A METAL WITNESS POST.
 JG0951'
 JG0951'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A TRACK ROAD
 JG0951'FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 JG0951'
 JG0951'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0952 ***********************************************************************
 JG0952  DESIGNATION -  RANSOM MUNICIPAL WATER TANK
 JG0952  PID         -  JG0952
 JG0952  STATE/COUNTY-  KS/NESS
 JG0952  USGS QUAD   -  RANSOM (1980)
 JG0952
 JG0952                         *CURRENT SURVEY CONTROL
 JG0952  ___________________________________________________________________
 JG0952* NAD 83(1997)-  38 38 02.68649(N)    099 55 50.91619(W)     ADJUSTED  
 JG0952* NAVD 88     -                                                        
 JG0952  ___________________________________________________________________
 JG0952  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 JG0952  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 JG0952
 JG0952  HORZ ORDER  -  THIRD
 JG0952
 JG0952.The horizontal coordinates were established by classical geodetic methods
 JG0952.and adjusted by the National Geodetic Survey in October 1998..
 JG0952
 JG0952
 JG0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0952
 JG0952.The geoid height was determined by GEOID03.
 JG0952
 JG0952;                    North         East     Units Scale Factor Converg.
 JG0952;SPC KS S     -   619,317.900   275,421.342   MT  1.00001403   -0 52 45.4
 JG0952;SPC KS N     -    35,178.341   231,893.116   MT  1.00001436   -1 13 17.9
 JG0952;UTM  14      - 4,276,582.160   418,985.233   MT  0.99968082   -0 34 52.2
 JG0952
 JG0952                          SUPERSEDED SURVEY CONTROL
 JG0952
 JG0952  NAD 83(1986)-  38 38 02.69439(N)    099 55 50.91627(W) AD(       ) 4
 JG0952  NAD 27      -  38 38 02.64042(N)    099 55 49.47407(W) AD(       ) 3
 JG0952
 JG0952.Superseded values are not recommended for survey control.
 JG0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0952.See file dsdata.txt to determine how the superseded data were derived.
 JG0952
 JG0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH1898576582(NAD 83)
 JG0952_MARKER: 51 = TANK
 JG0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JG0952+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 JG0952
 JG0952  HISTORY     - Date     Condition        Report By
 JG0952  HISTORY     - 1934     FIRST OBSERVED   CGS
 JG0952  HISTORY     - 1964     SEE DESCRIPTION  CGS
 JG0952  HISTORY     - 20030711 GOOD             USPSQD
 JG0952
 JG0952                          STATION DESCRIPTION
 JG0952
 JG0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0952'POINT OBSERVED IS FINIAL OF BLACK MUNICIPAL WATER TANK LOCATED
 JG0952'IN THE EAST PART OF TOWN OF RANSOM, AND IS ABOUT 125 FEET HIGH.
 JG0952'
 JG0952'STATION WAS OBSERVED FROM TRIANGULATION STATIONS SCHMIDT 1893,
 JG0952'INDIAN CREEK 1891, AND BIG CREEK 1893.
 JG0952
 JG0952                          STATION RECOVERY (1964)
 JG0952
 JG0952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0952'THE STATION IS LOCATED AT THE EAST EDGE OF THE CENTER OF RANSOM.
 JG0952'
 JG0952'THE STATION IS A CYLINDRICAL TANK ATOP A 4-LEGGED STEEL
 JG0952'STRUCTURE, WITH AN OVERALL HEIGHT OF 125 FEET.  THE TANK AND
 JG0952'STRUCTURE ARE PAINTED SILVER.  THE TANK HAS A CONICAL TOP WHICH IS
 JG0952'PAINTED RED.  THE TANK HAS THE WORD RANSOM PAINTED ON THE WEST
 JG0952'SIDE IN BLACK.
 JG0952
 JG0952                          STATION RECOVERY (2003)
 JG0952
 JG0952'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 JG0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0954 ***********************************************************************
 JG0954  DESIGNATION -  RANSOM R A GRAIN CO ELEVATOR
 JG0954  PID         -  JG0954
 JG0954  STATE/COUNTY-  KS/NESS
 JG0954  USGS QUAD   -  RANSOM (1980)
 JG0954
 JG0954                         *CURRENT SURVEY CONTROL
 JG0954  ___________________________________________________________________
 JG0954* NAD 83(1997)-  38 37 57.41819(N)    099 56 02.26131(W)     ADJUSTED  
 JG0954* NAVD 88     -                                                        
 JG0954  ___________________________________________________________________
 JG0954  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 JG0954  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 JG0954
 JG0954  HORZ ORDER  -  THIRD
 JG0954
 JG0954.The horizontal coordinates were established by classical geodetic methods
 JG0954.and adjusted by the National Geodetic Survey in October 1998..
 JG0954
 JG0954
 JG0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0954
 JG0954.The geoid height was determined by GEOID03.
 JG0954
 JG0954;                    North         East     Units Scale Factor Converg.
 JG0954;SPC KS S     -   619,159.680   275,144.475   MT  1.00001371   -0 52 52.4
 JG0954;SPC KS N     -    35,021.779   231,615.308   MT  1.00001463   -1 13 25.1
 JG0954;UTM  14      - 4,276,422.555   418,709.285   MT  0.99968138   -0 34 59.3
 JG0954
 JG0954                          SUPERSEDED SURVEY CONTROL
 JG0954
 JG0954  NAD 83(1986)-  38 37 57.42602(N)    099 56 02.26153(W) AD(       ) 4
 JG0954  NAD 27      -  38 37 57.37314(N)    099 56 00.81909(W) AD(       ) 3
 JG0954
 JG0954.Superseded values are not recommended for survey control.
 JG0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0954.See file dsdata.txt to determine how the superseded data were derived.
 JG0954
 JG0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH1870976423(NAD 83)
 JG0954_MARKER: 65 = GRAIN ELEVATOR
 JG0954
 JG0954  HISTORY     - Date     Condition        Report By
 JG0954  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0954
 JG0954                          STATION DESCRIPTION
 JG0954
 JG0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0954'THE STATION IS LOCATED IN THE SOUTHWEST EDGE OF RANSOM.
 JG0954'
 JG0954'THE STATION IS THE VENT ON THE HEADHOUSE ATOP THE WEST AND HIGHEST
 JG0954'1 OF 2 ELEVATORS.  THE ELEVATOR IS A WHITE, CONCRETE STRUCTURE WITH
 JG0954'AN OVERALL HEIGHT OF 161 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1647 ***********************************************************************
 JE1647  DESIGNATION -  RANTOUL
 JE1647  PID         -  JE1647
 JE1647  STATE/COUNTY-  KS/FRANKLIN
 JE1647  USGS QUAD   -  PEORIA (1983)
 JE1647
 JE1647                         *CURRENT SURVEY CONTROL
 JE1647  ___________________________________________________________________
 JE1647* NAD 83(1997)-  38 33 00.57167(N)    095 08 23.50535(W)     ADJUSTED  
 JE1647* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 JE1647  ___________________________________________________________________
 JE1647  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 JE1647  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 JE1647
 JE1647  HORZ ORDER  -  THIRD
 JE1647
 JE1647.The horizontal coordinates were established by classical geodetic methods
 JE1647.and adjusted by the National Geodetic Survey in October 1998..
 JE1647
 JE1647.The orthometric height was scaled from a topographic map.
 JE1647
 JE1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1647
 JE1647.The geoid height was determined by GEOID03.
 JE1647
 JE1647;                    North         East     Units Scale Factor Converg.
 JE1647;SPC KS S     -   614,323.631   692,846.349   MT  0.99999678   +2 03 53.6
 JE1647;UTM  15      - 4,269,029.783   313,528.225   MT  1.00002822   -1 20 02.2
 JE1647
 JE1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1647!SPC KS S     -   0.99995555  x   0.99999678  =   0.99995233
 JE1647!UTM  15      -   0.99995555  x   1.00002822  =   0.99998376
 JE1647
 JE1647:                Primary Azimuth Mark                     Grid Az
 JE1647:SPC KS S     -  TULSA KANSAS CITY AWY BN 17              060 53 08.7
 JE1647:UTM  15      -  TULSA KANSAS CITY AWY BN 17              064 17 04.5
 JE1647
 JE1647|---------------------------------------------------------------------|
 JE1647| PID    Reference Object                     Distance      Geod. Az  |
 JE1647|                                                           dddmmss.s |
 JE1647| JE1644 TULSA KANSAS CITY AWY BN 17         APPROX. 7.3 KM 0625702.3 |
 JE1647| CL6084 RANTOUL RM 1                         14.540 METERS 17059     |
 JE1647| CL6083 RANTOUL AZ MK                                      2700243.9 |
 JE1647| CL6085 RANTOUL RM 2                         18.594 METERS 32836     |
 JE1647|---------------------------------------------------------------------|
 JE1647
 JE1647                          SUPERSEDED SURVEY CONTROL
 JE1647
 JE1647  NAD 83(1986)-  38 33 00.57874(N)    095 08 23.50796(W) AD(       ) 3
 JE1647  NAD 27      -  38 33 00.53800(N)    095 08 22.61700(W) AD(       ) 3
 JE1647
 JE1647.Superseded values are not recommended for survey control.
 JE1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1647.See file dsdata.txt to determine how the superseded data were derived.
 JE1647
 JE1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC1352869030(NAD 83)
 JE1647_MARKER: DS = TRIANGULATION STATION DISK
 JE1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1647
 JE1647  HISTORY     - Date     Condition        Report By
 JE1647  HISTORY     - 1948     MONUMENTED       CGS
 JE1647  HISTORY     - 1970     GOOD             NGS
 JE1647
 JE1647                          STATION DESCRIPTION
 JE1647
 JE1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1647'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF RANTOUL ON LAND
 JE1647'OCCUPIED BY MR. RALPH LOYD AND OWNED BY HIS FATHER.  IT IS 80
 JE1647'FEET EAST-SOUTHEAST OF THE LOYD FARM HOUSE, 65 FEET NORTH OF THE
 JE1647'CENTER OF THE EAST-WEST ROAD, 18 FEET EAST OF DRIVEWAY AND 12
 JE1647'FEET WEST OF FENCE LINE.  IT IS STAMPED RANTOUL 1948 AND SET
 JE1647'FLUSH WITH THE GROUND SURFACE.
 JE1647'
 JE1647'REFERENCE MARK NO 1 IS SOUTH OF THE STATION, 30 FEET NORTH OF THE
 JE1647'CENTER OF THE EAST-WEST ROAD AND 8 FEET SOUTHWEST OF FENCE
 JE1647'CORNER.  IT IS STAMPED RANTOUL NO 1 1948 AND SET FLUSH WITH THE
 JE1647'GROUND SURFACE.
 JE1647'
 JE1647'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 15 FEET WEST OF
 JE1647'THE CENTER OF THE DRIVEWAY AND 8 FEET NORTH OF POWER LINE POLE.
 JE1647'IT IS STAMPED RANTOUL NO 2 1948 AND SET FLUSH WITH THE GROUND
 JE1647'SURFACE.
 JE1647'
 JE1647'THE AZIMUTH MARK IS ABOUT 0.9 MILE WEST OF THE STATION, 55 FEET
 JE1647'NORTH OF THE CENTER OF THE EAST-WEST ROAD, 15 FEET WEST OF THE
 JE1647'CENTER OF DRIVEWAY INTO OLD FARM YARD, 2 FEET EAST OF NORTH-SOUTH
 JE1647'FENCE LINE AND 2 FEET SOUTH OF WITNESS POST.  IT IS STAMPED
 JE1647'RANTOUL 1948 AND PROJECTS 6 INCHES.  TO REACH FROM THE STATION,
 JE1647'GO WEST ON GRAVELED ROAD FOR 0.9 MILE TO TOP OF HILL AND MARK ON
 JE1647'THE NORTH SIDE AS DESCRIBED.
 JE1647'
 JE1647'TO REACH THE STATION FROM THE MAIN INTERSECTION IN RANTOUL, GO
 JE1647'WEST ON GRAVELED ROAD FOR 2.0 MILES TO THE LOYD FARM HOUSE ON
 JE1647'THE NORTH SIDE AND STATION AS DESCRIBED.
 JE1647'
 JE1647'AN 87 FOOT SIGNAL AT STATION STANTON IS VISIBLE AT 37 FEET.
 JE1647'
 JE1647'A 100 FOOT SIGNAL AT STATION LANE IS VISIBLE AT 50 FEET.
 JE1647'
 JE1647'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 JE1647
 JE1647                          STATION RECOVERY (1970)
 JE1647
 JE1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1647'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JE1647'THE AZIMUTH MARK WERE RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 JE1647'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JE1647'
 JE1647'STATION IS 112.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A
 JE1647'BARN, 151 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A NEW
 JE1647'HOUSE, 74 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 18 FEET
 JE1647'EAST OF THE CENTER OF A DRIVEWAY, AND IS FLUSH WITH THE SURFACE
 JE1647'OF THE GROUND.
 JE1647'
 JE1647'REFERENCE MARK NO. 1 IS 24 FEET NORTH OF THE CENTER OF THE ROAD,
 JE1647'22 FEET EAST OF THE CENTER OF THE DRIVEWAY, 11 FEET WEST-NORTHWEST
 JE1647'OF A POWERLINE POLE, AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1647'
 JE1647'REFERENCE MARK NO. 2 IS 15 FEET WEST OF THE CENTER OF THE DRIVEWAY
 JE1647'AND 10 FEET NORTH OF A POWERLINE POLE WITH A YARD LIGHT, AND
 JE1647'IS FLUSH WITH THE SURFACE OF THE GROUND.
 JE1647'
 JE1647'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 JE1647'
 JE1647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES
 JE1647'WEST OF RANTOUL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0604 ***********************************************************************
 KG0604  DESIGNATION -  RATTLE
 KG0604  PID         -  KG0604
 KG0604  STATE/COUNTY-  KS/MITCHELL
 KG0604  USGS QUAD   -  BARNARD (1964)
 KG0604
 KG0604                         *CURRENT SURVEY CONTROL
 KG0604  ___________________________________________________________________
 KG0604* NAD 83(1997)-  39 13 52.97563(N)    098 07 23.27771(W)     ADJUSTED  
 KG0604* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 KG0604  ___________________________________________________________________
 KG0604  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 KG0604  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 KG0604
 KG0604  HORZ ORDER  -  SECOND
 KG0604
 KG0604.The horizontal coordinates were established by classical geodetic methods
 KG0604.and adjusted by the National Geodetic Survey in October 1998..
 KG0604
 KG0604.The orthometric height was scaled from a topographic map.
 KG0604
 KG0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0604
 KG0604.The geoid height was determined by GEOID03.
 KG0604
 KG0604;                    North         East     Units Scale Factor Converg.
 KG0604;SPC KS N     -    99,700.841   389,368.746   MT  0.99995691   -0 04 40.5
 KG0604;UTM  14      - 4,342,820.104   575,682.155   MT  0.99967052   +0 33 16.6
 KG0604
 KG0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0604!SPC KS N     -   0.99992813  x   0.99995691  =   0.99988504
 KG0604!UTM  14      -   0.99992813  x   0.99967052  =   0.99959867
 KG0604
 KG0604:                Primary Azimuth Mark                     Grid Az
 KG0604:SPC KS N     -  RATTLE AZ MK                             014 43 41.7
 KG0604:UTM  14      -  RATTLE AZ MK                             014 05 44.6
 KG0604
 KG0604|---------------------------------------------------------------------|
 KG0604| PID    Reference Object                     Distance      Geod. Az  |
 KG0604|                                                           dddmmss.s |
 KG0604| CN9544 RATTLE AZ MK                                       0143901.2 |
 KG0604| KG0602 BARNARD MUNICIPAL STANDPIPE         APPROX. 8.2 KM 1234221.5 |
 KG0604| CN9545 RATTLE RM 1                          12.194 METERS 12650     |
 KG0604| CN9546 RATTLE RM 2                          11.694 METERS 22233     |
 KG0604|---------------------------------------------------------------------|
 KG0604
 KG0604                          SUPERSEDED SURVEY CONTROL
 KG0604
 KG0604  NAD 83(1986)-  39 13 52.98398(N)    098 07 23.27760(W) AD(       ) 2
 KG0604  NAD 27      -  39 13 52.96400(N)    098 07 22.10100(W) AD(       ) 2
 KG0604
 KG0604.Superseded values are not recommended for survey control.
 KG0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0604.See file dsdata.txt to determine how the superseded data were derived.
 KG0604
 KG0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ7568242820(NAD 83)
 KG0604_MARKER: DS = TRIANGULATION STATION DISK
 KG0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0604
 KG0604  HISTORY     - Date     Condition        Report By
 KG0604  HISTORY     - 1950     MONUMENTED       CGS
 KG0604  HISTORY     - 1969     GOOD             CGS
 KG0604
 KG0604                          STATION DESCRIPTION
 KG0604
 KG0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0604'THE STATION IS LOCATED ABOUT 15.0 MILES SOUTH AND 0.75 MILE
 KG0604'WEST OF BELOIT ON THE TOP OF A PROMINENT HILL BETWEEN RATTLESNAKE
 KG0604'CREEK AND SALT CREEK AND IS ON LAND OWNED BY MR. CLEM ABERCROMBIE
 KG0604'OF BARNARD.  IT IS ABOUT 70.0 FEET NORTHEAST OF THE EAST EDGE
 KG0604'OF A WATER HOLE, 53.0 FEET NORTHWEST OF THE MOST WESTERLY
 KG0604'OF TWO IRON PIPES AND 10.0 FEET NORTH-NORTHWEST OF A WITNESS
 KG0604'POST.  IT PROJECTS 3 INCHES AND IS STAMPED RATTLE 1950.
 KG0604'
 KG0604'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 KG0604'STATION AND IS 13.0 FEET NORTHWEST OF THE MOST WESTERLY
 KG0604'OF TWO IRON PIPES.  IT PROJECTS 3 INCHES AND IS STAMPED
 KG0604'RATTLE NO 1 1950.
 KG0604'
 KG0604'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE
 KG0604'STATION AND IS 40.0 FEET EAST OF THE EAST EDGE OF A WATER
 KG0604'HOLE.  IT PROJECTS 7 INCHES AND IS STAMPED RATTLE NO 2 1950.
 KG0604'
 KG0604'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 KG0604'MARK NO. 2 IS 58.1 FEET.
 KG0604'
 KG0604'THE AZIMUTH MARK IS 28.0 FEET EAST OF THE CENTER OF A GRADED
 KG0604'ROAD, 7.0 FEET EAST OF A TELEPHONE POLE, AND 2.0 FEET SOUTH
 KG0604'OF A WITNESS POST AND 0.5 FOOT WEST OF A NORTH-SOUTH FENCE.
 KG0604'IT PROJECTS 4 INCHES AND IS STAMPED RATTLE 1950.
 KG0604'
 KG0604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO.
 KG0604'24 AND STATE HIGHWAY NO. 14 ONE BLOCK SOUTH OF THE COURT
 KG0604'HOUSE SQUARE IN BELOIT, GO SOUTH, SOUTHWEST AND SOUTH ON
 KG0604'STATE HIGHWAY NO. 14 FOR 14.2 MILES TO A CROSSROAD AND SCHOOL
 KG0604'IN THE NORTHWEST ANGLE, CONTINUE SOUTH ON STATE HIGHWAY
 KG0604'NO. 14 FOR 0.05 MILE TO WHERE STATE HIGHWAY NO. 14 TURNS
 KG0604'RIGHT AND A GRADED ROAD CONTINUES STRAIGHT AHEAD, CONTINUE
 KG0604'STRAIGHT AHEAD ON GRADED ROAD FOR 0.8 MILE TO THE TOP OF
 KG0604'A RISE AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED,
 KG0604'CONTINUE STRAIGHT AHEAD ON GRADED ROAD FOR 0.6 MILE TO A FARM
 KG0604'HOUSE ON THE LEFT AND A BARN ON THE RIGHT, CONTINUE
 KG0604'SOUTHERLY ON GRADED ROAD FOR 0.7 MILE TO A STEEL GATE
 KG0604'ON THE RIGHT JUST AFTER PASSING A WINDMILL ON THE RIGHT
 KG0604'AND NORTH OF A SMALL CORRAL, TURN RIGHT THROUGH GATE AND
 KG0604'FOLLOW A DIM TRACK ROAD SOUTH AND WESTERLY ACROSS OPEN
 KG0604'PASTURE FOR 0.8 MILE TO THE TOP OF THE HILL AND THE
 KG0604'STATION AS DESCRIBED.
 KG0604
 KG0604                          STATION RECOVERY (1969)
 KG0604
 KG0604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0604'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KG0604'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 KG0604'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 KG0604'ADEQUATE FOR RECOVERY.
 KG0604'
 KG0604'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 KG0604'
 KG0604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15-1/2 MILES
 KG0604'SOUTH OF BELOIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1807 ***********************************************************************
 JE1807  DESIGNATION -  RATZ
 JE1807  PID         -  JE1807
 JE1807  STATE/COUNTY-  KS/OSAGE
 JE1807  USGS QUAD   -  LYNDON NW (1965)
 JE1807
 JE1807                         *CURRENT SURVEY CONTROL
 JE1807  ___________________________________________________________________
 JE1807* NAD 83(1997)-  38 38 38.81789(N)    095 39 55.70184(W)     ADJUSTED  
 JE1807* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 JE1807  ___________________________________________________________________
 JE1807  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 JE1807  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JE1807
 JE1807  HORZ ORDER  -  FIRST
 JE1807
 JE1807.The horizontal coordinates were established by classical geodetic methods
 JE1807.and adjusted by the National Geodetic Survey in October 1998..
 JE1807
 JE1807.The orthometric height was scaled from a topographic map.
 JE1807
 JE1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1807
 JE1807.The geoid height was determined by GEOID03.
 JE1807
 JE1807;                    North         East     Units Scale Factor Converg.
 JE1807;SPC KS S     -   623,227.035   646,736.182   MT  1.00001624   +1 44 30.8
 JE1807;SPC KS N     -    37,119.921   603,220.879   MT  1.00001250   +1 28 37.5
 JE1807;UTM  15      - 4,280,656.007   268,021.696   MT  1.00026274   -1 39 55.0
 JE1807
 JE1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1807!SPC KS S     -   0.99995061  x   1.00001624  =   0.99996684
 JE1807!SPC KS N     -   0.99995061  x   1.00001250  =   0.99996310
 JE1807!UTM  15      -   0.99995061  x   1.00026274  =   1.00021333
 JE1807
 JE1807:                Primary Azimuth Mark                     Grid Az
 JE1807:SPC KS S     -  AMARILLO KANSAS CITY AWY BN 41           093 28 53.0
 JE1807:SPC KS N     -  AMARILLO KANSAS CITY AWY BN 41           093 44 46.3
 JE1807:UTM  15      -  AMARILLO KANSAS CITY AWY BN 41           096 53 18.8
 JE1807
 JE1807|---------------------------------------------------------------------|
 JE1807| PID    Reference Object                     Distance      Geod. Az  |
 JE1807|                                                           dddmmss.s |
 JE1807| JE1673 AMARILLO KANSAS CITY AWY BN 41      APPROX.18.3 KM 0951323.8 |
 JE1807| CL6087 RATZ AZ MK RESET                                   1554050.0 |
 JE1807| CL6086 RATZ AZ MK                                         1624818.2 |
 JE1807| JE1751 AMARILLO KANSAS CITY AWY BN 39      APPROX.25.8 KM 2052706.2 |
 JE1807| JE1802 LYNDON MUNICIPAL TANK               APPROX. 3.8 KM 2093240.5 |
 JE1807| CL6088 RATZ RM 1                            31.733 METERS 21954     |
 JE1807| JE1812 OSAGE CITY MUNICIPAL TANK           APPROX.14.2 KM 2650030.2 |
 JE1807| JE1810 BURLINGAME MUNICIPAL TANK           APPROX.18.8 KM 3071830.7 |
 JE1807| CL6089 RATZ RM 2                            35.863 METERS 31842     |
 JE1807|---------------------------------------------------------------------|
 JE1807
 JE1807                          SUPERSEDED SURVEY CONTROL
 JE1807
 JE1807  NAD 83(1986)-  38 38 38.82406(N)    095 39 55.70279(W) AD(       ) 1
 JE1807  NAD 27      -  38 38 38.79200(N)    095 39 54.76000(W) AD(       ) 1
 JE1807
 JE1807.Superseded values are not recommended for survey control.
 JE1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1807.See file dsdata.txt to determine how the superseded data were derived.
 JE1807
 JE1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC6802280656(NAD 83)
 JE1807_MARKER: DS = TRIANGULATION STATION DISK
 JE1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JE1807
 JE1807  HISTORY     - Date     Condition        Report By
 JE1807  HISTORY     - 1934     MONUMENTED       CGS
 JE1807  HISTORY     - 1951     GOOD             CGS
 JE1807  HISTORY     - 1959     GOOD             CGS
 JE1807  HISTORY     - 1967     GOOD             CGS
 JE1807
 JE1807                          STATION DESCRIPTION
 JE1807
 JE1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JE1807'STATION IS ABOUT 2 MILES NE OF LYNDON, NEAR THE CENTER OF SEC.
 JE1807'20, T 16 S, R 16 E, ON LAND OWNED BY T. AND F.A. REICHART AND
 JE1807'OCCUPIED BY JOHN RATZ.  MARK IS 28.3 FEET S OF FENCE AROUND
 JE1807'HOUSE, 50.5 FEET NW OF SW CORNER OF FENCE AROUND HOUSE, 0.2
 JE1807'MILE N OF RAILROAD CROSSING, AND 126.0 FEET E OF CENTER LINE
 JE1807'OF DIRT ROAD.
 JE1807'
 JE1807'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JE1807'BRONZE DISKS SET IN CONCRETE.
 JE1807'
 JE1807'REFERENCE MARK NO. 1 IS 104.11 FEET SW OF STATION, 59.6 FEET
 JE1807'E OF CENTER LINE OF DIRT ROAD, AND 16.0 FEET N OF CENTER LINE
 JE1807'OF ROAD TO HOUSE.
 JE1807'
 JE1807'REFERENCE MARK NO. 2 IS 117.66 FEET NW OF STATION, 1.0 FOOT S
 JE1807'OF FENCE, AND ABOUT 21 FEET E OF FENCE CORNER.
 JE1807'
 JE1807'AZIMUTH MARK IS ABOUT 0.5 MILE S OF STATION ON S EDGE OF
 JE1807'CULTIVATED FIELD.
 JE1807'
 JE1807'TO REACH AZIMUTH MARK FROM STATION, GO S 0.5 MILE TO GRAVEL
 JE1807'ROAD, TURN E AND GO 0.2 MILE TO MARK ON N.  IT IS 2.3 FEET N
 JE1807'OF FENCE, AND 24.4 FEET N OF CENTER LINE OF GRAVEL ROAD.
 JE1807'
 JE1807'TO REACH FROM LYNDON, GO N FROM MAIN PART OF TOWN 2.0 MILES ON
 JE1807'U.S. HIGHWAY 75 TO INTERSECTION WITH STATE HIGHWAY 31, AT
 JE1807'CROSSROADS GO E ON GRAVEL 1.0 MILE TO SIDE DIRT ROAD ON N.
 JE1807'GO N ON DIRT 0.5 MILE TO MR. RATZS HOUSE AND STATION ON E.
 JE1807'
 JE1807'HEIGHT OF LIGHT ABOVE STATION MARK - 19.5 METERS.
 JE1807
 JE1807                          STATION RECOVERY (1951)
 JE1807
 JE1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLP)
 JE1807'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 JE1807'GOOD CONDITION.  SOME ADDITIONAL REFERENCE MEASUREMENTS WERE
 JE1807'MADE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JE1807'
 JE1807'STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF LYNDON NEAR
 JE1807'THE CENTER OF SEC 20, T 16 S., R 16 E., ON LAND OWNED BY T. AND F.A.
 JE1807'REICHART AND OCCUPIED BY JOHN RATZ, 126 FEET EAST OF THE
 JE1807'CENTER OF DIRT ROAD, 88 FEET SOUTH OF FENCE AND BOARD GATE,
 JE1807'65 FEET SOUTHWEST OF THE NORTHWEST CORNER OF HOUSE AND 52 FEET
 JE1807'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF HOUSE.  THE MARK IS
 JE1807'1 INCH BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JE1807'RATZ 1934.
 JE1807'
 JE1807'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 77 FEET
 JE1807'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF BARN, 60 FEET EAST
 JE1807'OF THE CENTER OF GRAVEL ROAD AND 16 FEET NORTH OF CENTER OF
 JE1807'ROAD TO HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 JE1807'IS STAMPED RATZ NO 1 1934.
 JE1807'
 JE1807'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 46 FEET EAST
 JE1807'OF THE CENTER OF ROAD, 42 FEET NORTH-NORTHEAST OF POWER POLE
 JE1807'AND 6 FEET WEST OF FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND
 JE1807'THE DISK IS STAMPED RATZ NO 2 1934.
 JE1807'
 JE1807'AZIMUTH MARK IS SOUTH-SOUTHEAST OF THE STATION, 24 FEET NORTH
 JE1807'OF CENTER OF ROAD, 2 FEET NORTH OF FENCE.  THE MARK PROJECTS
 JE1807'4 INCHES AND THE DISC IS STAMPED RATZ AZI 1934.
 JE1807'
 JE1807'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 JE1807'DISKS SET IN CONCRETE.
 JE1807'
 JE1807'TO REACH THE STATION FROM LYNDON, GO NORTH ON U.S. HIGHWAY 75
 JE1807'FOR 2.0 MILES TO JUNCTION WITH STATE HIGHWAY 31 AT CROSSROADS.
 JE1807'TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 1.0 MILE TO DIRT
 JE1807'ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.5 MILE TO FARM BUILDINGS
 JE1807'ON THE RIGHT AND THE STATION.
 JE1807'
 JE1807'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.5 MILE
 JE1807'TO GRAVEL.  TURN LEFT AND GO EAST 0.2 MILE TO THE AZIMUTH MARK ON
 JE1807'THE LEFT.
 JE1807'
 JE1807'OBSERVATIONS TAKEN IN 1934 FOLLOW.
 JE1807'
 JE1807'HEIGHT OF LIGHT ABOVE STATION MARK- 23 METERS.
 JE1807
 JE1807                          STATION RECOVERY (1959)
 JE1807
 JE1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FAR)
 JE1807'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JE1807'IN GOOD CONDITION.  ROAD CONSTRUCTION WILL DESTROY THE AZIMUTH
 JE1807'MARK.  IT WAS MOVED.  THE FARMHOUSE AT THE STATION SITE HAS
 JE1807'BEEN RAZED.  A COMPLETE DESCRIPTION FOLLOWS.
 JE1807'
 JE1807'STATION IS LOCATED ABOUT 2 AND 1/2 MILES NORTH-NORTHEAST OF
 JE1807'LYNDON NEAR THE CENTER OF SEC. 20, T 16 S, R 16 E ON LAND OWNED
 JE1807'BY MR. CLYDE NEILSON, 175 FEET NORTHEAST OF THE NORTH GATE POST
 JE1807'OF ENTRANCE GATE TO FARMYARD, 156 FEET NORTH OF THE NORTHEAST
 JE1807'CORNER OF ROCK SHED, 125 FEET EAST OF THE CENTER OF ROAD, 112
 JE1807'FEET NORTH OF THE CENTER OF FARM DRIVEWAY, 103 FEET EAST OF
 JE1807'FENCE, 84 FEET NORTH OF POWER POLE WITH METER, 52 FEET WEST OF
 JE1807'THE SOUTHWEST CORNER OF HOUSE FOUNDATION, 30 FEET SOUTHWEST OF
 JE1807'CEDAR TREE, 20 FEET NORTHEAST OF 14-INCH ASH TREE, AND 18
 JE1807'FEET NORTH OF AN 8-INCH ASH TREE.  THE MARK IS 1 INCH BELOW
 JE1807'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED RATZ
 JE1807'1934.
 JE1807'
 JE1807'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN LYNDON, GO
 JE1807'NORTH ON U.S. HIGHWAY 75 FOR 2.0 MILES TO THE JUNCTION OF STATE
 JE1807'HIGHWAY 31 WEST.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR
 JE1807'1.0 MILE TO A T-ROAD NORTH.  TURN LEFT AND GO NORTH FOR 0.4 MILE
 JE1807'TO FARM ENTRANCE AND SHED ON THE RIGHT AND THE STATION AS
 JE1807'DESCRIBED.
 JE1807'
 JE1807'REFERENCE MARK NO. 1 IS 104.11 FEET SOUTHWEST OF THE STATION,
 JE1807'71 FEET NORTHEAST OF THE NORTH GATE POST OF ENTRANCE GATE TO
 JE1807'FARMYARD, 77 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF ROCK
 JE1807'SHED, 42 FEET NORTH OF THE CENTER OF FARM DRIVEWAY, AND 39 FEET
 JE1807'EAST OF FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 JE1807'GROUND AND THE DISK IS STAMPED RATZ NO 1 1934.
 JE1807'
 JE1807'REFERENCE MARK NO. 2 IS 117.66 FEET NORTHEAST OF THE STATION,
 JE1807'45 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD, 42 FEET
 JE1807'NORTH-NORTHEAST OF POWER POLE WITH TRANSFORMER, AND 22 FEET EAST
 JE1807'OF FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JE1807'RATZ NO 2 1934.
 JE1807'
 JE1807'AZIMUTH MARK (RESET) IS 0.4 MILE SOUTH-SOUTHEAST OF THE STATION,
 JE1807'40 FEET NORTH OF THE CENTER OF GRADED ROAD, 10 FEET SOUTH OF
 JE1807'A TELEPHONE POLE, AND 1.5 FEET EAST OF A NEW WITNESS SIGN POST.
 JE1807'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RATZ AZI 1934
 JE1807'RESET 1959.
 JE1807'
 JE1807'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON FARM ROAD
 JE1807'FOR 0.4 MILE.  TURN LEFT AND GO EAST FOR 0.25 MILE TO THE AZIMUTH
 JE1807'MARK ON THE LEFT.
 JE1807
 JE1807                          STATION RECOVERY (1967)
 JE1807
 JE1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JE1807'THIS STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 JE1807'GOOD CONDITION.  THE FARMHOUSE, THAT WAS NEAR THE STATION, HAS
 JE1807'BURNED DOWN.  R.M. NO. 2 IS NORTHWEST OF THE STATION INSTEAD
 JE1807'OF NORTHEAST AS DESCRIBED IN 1959.
 JE1807'
 JE1807'THE DESCRIPTION TO REACH THE STATION FROM LYNDON IS ADEQUATE
 JE1807'FOR RECOVERY.
 JE1807'
 JE1807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.0 MILES
 JE1807'NORTHEAST OF LYNDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1436 ***********************************************************************
 HF1436  CBN         -  This is a Cooperative Base Network Control Station.
 HF1436  DESIGNATION -  RAUSCH
 HF1436  PID         -  HF1436
 HF1436  STATE/COUNTY-  KS/SEDGWICK
 HF1436  USGS QUAD   -  GARDEN PLAIN (1982)
 HF1436
 HF1436                         *CURRENT SURVEY CONTROL
 HF1436  ___________________________________________________________________
 HF1436* NAD 83(1997)-  37 40 44.58352(N)    097 41 52.98240(W)     ADJUSTED  
 HF1436* NAVD 88     -       449.1    (meters)    1473.     (feet)  GPS OBS   
 HF1436  ___________________________________________________________________
 HF1436  X           -    -677,078.203 (meters)                     COMP
 HF1436  Y           -  -5,009,061.880 (meters)                     COMP
 HF1436  Z           -   3,877,568.263 (meters)                     COMP
 HF1436  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 HF1436  ELLIP HEIGHT-         420.57  (meters)          (08/12/03) GPS OBS
 HF1436  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 HF1436
 HF1436  HORZ ORDER  -  A
 HF1436  ELLP ORDER  -  FOURTH    CLASS I
 HF1436
 HF1436.The horizontal coordinates were established by GPS observations
 HF1436.and adjusted by the National Geodetic Survey in August 2003..
 HF1436
 HF1436.The orthometric height was determined by GPS observations and a
 HF1436.high-resolution geoid model.
 HF1436
 HF1436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF1436
 HF1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1436
 HF1436.The ellipsoidal height was determined by GPS observations
 HF1436.and is referenced to NAD 83.
 HF1436
 HF1436.The geoid height was determined by GEOID03.
 HF1436
 HF1436;                    North         East     Units Scale Factor Converg.
 HF1436;SPC KS S     -   512,663.200   470,738.259   MT  0.99994454   +0 29 34.2
 HF1436;UTM  14      - 4,171,003.404   614,806.572   MT  0.99976235   +0 47 45.2
 HF1436
 HF1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1436!SPC KS S     -   0.99993401  x   0.99994454  =   0.99987855
 HF1436!UTM  14      -   0.99993401  x   0.99976235  =   0.99969637
 HF1436
 HF1436:                Primary Azimuth Mark                     Grid Az
 HF1436:SPC KS S     -  GARDEN PLAIN ST ANTHONY CH               150 57 39.6
 HF1436:UTM  14      -  GARDEN PLAIN ST ANTHONY CH               150 39 28.6
 HF1436
 HF1436|---------------------------------------------------------------------|
 HF1436| PID    Reference Object                     Distance      Geod. Az  |
 HF1436|                                                           dddmmss.s |
 HF1436| HF1440 GARDEN PLAIN ST ANTHONY CH          APPROX. 2.6 KM 1512713.8 |
 HF1436| CL6090 RAUSCH AZ MK                                       1743558.0 |
 HF1436| CL6094 RAUSCH RM 3                          25.257 METERS 22556     |
 HF1436| CL6092 RAUSCH RM 1                          23.346 METERS 22901     |
 HF1436| HF1446 CHENEY CO LT PWR E RAD MAST         APPROX. 9.3 KM 2314221.5 |
 HF1436| HF1444 CHENEY MUNICIPAL TANK               APPROX. 9.3 KM 2355959.4 |
 HF1436| HF1438 GARDEN PLAIN LUTHERAN CH SPIRE      APPROX. 4.2 KM 2443028.7 |
 HF1436| CL6095 RAUSCH RM 4                          24.570 METERS 31038     |
 HF1436| HF1437 OST ST JOSEPH CATH CH SPIRE         APPROX. 8.3 KM 3385959.2 |
 HF1436| CL6093 RAUSCH RM 2                          41.721 METERS 35506     |
 HF1436| CL6091 RAUSCH AZ MK RESET                                 3592117.3 |
 HF1436|---------------------------------------------------------------------|
 HF1436
 HF1436                          SUPERSEDED SURVEY CONTROL
 HF1436
 HF1436  NAD 83(1997)-  37 40 44.58397(N)    097 41 52.98056(W) AD(       ) 1
 HF1436  NAD 83(1997)-  37 40 44.59130(N)    097 41 52.97997(W) AD(       ) 1
 HF1436  NAD 83(1986)-  37 40 44.59396(N)    097 41 52.97810(W) AD(       ) 1
 HF1436  NAD 27      -  37 40 44.54721(N)    097 41 51.79871(W) AD(       ) 1
 HF1436
 HF1436.Superseded values are not recommended for survey control.
 HF1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1436.See file dsdata.txt to determine how the superseded data were derived.
 HF1436
 HF1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG1480771003(NAD 83)
 HF1436_MARKER: DS = TRIANGULATION STATION DISK
 HF1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1436_STAMPING: RAUSCH 1940
 HF1436_MARK LOGO: CGS   
 HF1436_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HF1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1436+STABILITY: SURFACE MOTION
 HF1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF1436+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2003
 HF1436
 HF1436  HISTORY     - Date     Condition        Report By
 HF1436  HISTORY     - 1940     MONUMENTED       CGS
 HF1436  HISTORY     - 1935     GOOD             CGS
 HF1436  HISTORY     - 1962     GOOD             CGS
 HF1436  HISTORY     - 20030610 GOOD             NGS
 HF1436
 HF1436                          STATION DESCRIPTION
 HF1436
 HF1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HF1436'STATION IS LOCATED ABOUT 1 MILE W AND 1-1/4 MILES N OF GARDEN
 HF1436'PLAIN, ON LAND OWNED BY JOHN RAUSCH.  IT IS IN THE SW 1/4 OF
 HF1436'SECTION 12, T 27 S, R 3 W.  THE STATION MARK IS STAMPED RAUSCH
 HF1436'1940 AND IS SET FLUSH WITH THE GROUND.  IT IS 8.5 FEET SE
 HF1436'OF A WHITE REFERENCE POST, 36 FEET E OF THE CENTER LINE OF A
 HF1436'GRAVEL ROAD, AND 12 FEET N OF THE N END OF A HEDGE FENCE.
 HF1436'
 HF1436'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HF1436'BRONZE DISKS SET IN CONCRETE.
 HF1436'
 HF1436'REFERENCE MARK NO. 1 IS STAMPED RAUSCH NO. 1 1940 AND PROJECTS
 HF1436'6 INCHES.  IT IS 1 FOOT E OF A FENCE AND 24 FEET W OF THE
 HF1436'CENTER OF A GRAVEL ROAD.
 HF1436'
 HF1436'REFERENCE MARK NO. 2 IS STAMPED RAUSCH NO. 2 1940 AND PROJECTS
 HF1436'ABOUT 1 INCH.  IT IS 24 FEET E OF THE CENTER LINE OF A GRAVEL
 HF1436'ROAD.
 HF1436'
 HF1436'THE AZIMUTH MARK IS STAMPED RAUSCH 1940 AND PROJECTS 8 INCHES.
 HF1436'IT IS 4 FEET E OF A WHITE REFERENCE POST, 2 FEET S OF A FENCE,
 HF1436'11 FEET W OF A POWER LINE POLE NO. 370 AND 30 FEET N OF THE
 HF1436'CENTER LINE OF U.S. HIGHWAY 54.
 HF1436'
 HF1436'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GARDEN PLAIN,
 HF1436'GO N 0.5 MILE TO THE JUNCTION OF U.S. HIGHWAY 54, TURN LEFT, W,
 HF1436'AND GO 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT, N SIDE OF
 HF1436'U.S. HIGHWAY 54, CONTINUE W 0.1 MILE TO A GRAVEL ROAD RIGHT,
 HF1436'(N) TURN RIGHT AND GO 1 MILE TO A CROSS ROAD, CONTINUE N 0.1
 HF1436'MILE TO THE STATION ON THE RIGHT, E SIDE OF THE ROAD AT THE N
 HF1436'END OF A HEDGE FENCE.
 HF1436'
 HF1436'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 HF1436
 HF1436                          STATION RECOVERY (1935)
 HF1436
 HF1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GCM)
 HF1436'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 HF1436'IN GOOD CONDITION.  NEW CONSTRUCTION WORK ON U.S. HIGHWAY 54
 HF1436'WILL DESTROY THE AZIMUTH MARK WHICH WAS NOT VISIBLE FROM THE
 HF1436'GROUND DUE TO THE GROWTH OF A HEDGEROW NEAR THE STATION.  THE
 HF1436'KANSAS STATE HIGHWAY DEPARTMENT REQUESTED THAT THE AZIMUTH
 HF1436'MARK BE MOVED.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE
 HF1436'NEW DESCRIPTION FOLLOWS-
 HF1436'
 HF1436'STATION IS LOCATED ABOUT 1-1/2 MI. NW OF THE SMALL TOWN OF
 HF1436'GARDEN PLAIN, IN THE SW 1/4 OF SECTION 12, T 27 S, R 3 W, ON
 HF1436'LAND OWNED AND OCCUPIED BY JOHN RAUSCH, 34 FT. E OF THE CENTER
 HF1436'OF A GRADED ROAD, AND 12 FT. N OF A HEDGEROW AT A FIELD ENTRANCE.
 HF1436'THE SURFACE STATION MARK IS A STANDARD STATION DISK, STAMPED
 HF1436'RAUSCH 1940 AND SET IN THE TOP OF A CONCRETE POST 10 IN. BELOW
 HF1436'THE SURFACE OF THE GROUND.
 HF1436'
 HF1436'THE UNDERGROUND STATION MARK IS A STANDARD DISK, SET IN THE
 HF1436'TOP OF A CONCRETE POST.
 HF1436'
 HF1436'REFERENCE MARK 1 IS 24 FT. W OF THE CENTER OF A GRADED ROAD.
 HF1436'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED RAUSCH NO 1
 HF1436'1940 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 HF1436'SURFACE OF THE GROUND.
 HF1436'
 HF1436'REFERENCE MARK 2 IS 24 FT. E OF THE CENTER OF A GRADED ROAD.
 HF1436'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED RAUSCH NO 2 1940
 HF1436'AND SET IN THE TOP OF A CONCRETE POST 2 IN. BELOW THE SURFACE
 HF1436'OF THE GROUND.
 HF1436'
 HF1436'AZIMUTH MARK (RESET) IS 33 FT. E OF THE CENTER OF A GRADED ROAD, 6
 HF1436'FT. E OF A BRACED FENCE POST, AND IN A 1/2-SECTION-LINE FENCE.
 HF1436'IT IS A STANDARD AZIMUTH-MARK DISK, STAMPED RAUSCH 1940 RESET
 HF1436'1953 AND SET IN THE TOP OF A 12-IN. CONCRETE CYLINDER PROJECTING
 HF1436'2 IN. ABOVE GROUND.
 HF1436'
 HF1436'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GARDEN PLAIN,
 HF1436'GO N ON MAIN STREET FOR 0.5 MI. TO U.S. HIGHWAY 54.  TURN
 HF1436'LEFT AND GO W FOR 0.8 MI. TO A CROSSROAD.  TURN RIGHT AND GO
 HF1436'N FOR 1.1 MI. TO THE STATION ON THE RIGHT.
 HF1436'
 HF1436'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON A GRADED
 HF1436'ROAD FOR 0.4 MI. TO THE AZIMUTH MARK ON THE RIGHT.
 HF1436
 HF1436                          STATION RECOVERY (1962)
 HF1436
 HF1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1436'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 HF1436'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 HF1436'CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED BY THIS PARTY
 HF1436'(PROPERTY OWNERS REQUEST).  THE DISTANCE TO REFERENCE MARK NO.
 HF1436'1 MISSED THE 1940 MEASUREMENT BY .154 METER, THE DIRECTION TO
 HF1436'THE MARK WAS VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 2
 HF1436'MISSED THE 1940 MEASUREMENT BY .052 METER, THE DIRECTION MISSED
 HF1436'BY 1 MINUTE 55 SECONDS.
 HF1436'
 HF1436'REFERENCE MARK NO. 3 AND NO. 4 WERE ESTABLISHED BY THIS PARTY.
 HF1436'
 HF1436'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HF1436'
 HF1436'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF GARDEN PLAIN,
 HF1436'ON THE EAST SIDE OF A GRAVELED ROAD, IN THE SOUTHWEST QUARTER
 HF1436'OF SECTION 19, T 27 S, R 3 W, AND AT THE WEST EDGE OF A
 HF1436'CULTIVATED FIELD OWNED BY MR. CARL JAAX JR.
 HF1436'
 HF1436'TO REACH THE STATION FROM THE POST OFFICE IN GARDEN PLAIN, GO
 HF1436'NORTH ON A BLACKTOP ROAD FOR 0.35 MILE TO U.S. HIGHWAY 54.
 HF1436'TURN LEFT, WEST, ON HIGHWAY 54 FOR 0.75 MILE TO A CROSSROAD.
 HF1436'TURN RIGHT, NORTH, ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 HF1436'CONTINUE AHEAD, NORTH, ON THE GRAVELED ROAD FOR 0.15 MILE TO
 HF1436'A FIELD ENTRANCE AND THE STATION ON THE RIGHT.
 HF1436'
 HF1436'STATION MARK, A STANDARD DISK STAMPED RAUSCH 1940, IS SET IN
 HF1436'A SQUARE CONCRETE POST WHICH IS 3 INCHES BELOW THE SURFACE OF
 HF1436'THE GROUND.  IT IS 36 FEET EAST OF THE CENTER OF THE GRAVELED
 HF1436'ROAD, 18 FEET NORTHEAST OF THE SOUTH END OF A CULVERT.  THE
 HF1436'UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 HF1436'
 HF1436'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RAUSCH RM 1 1940,
 HF1436'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 12 INCHES.  IT
 HF1436'IS 23 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 3 FEET
 HF1436'EAST OF A FENCE.
 HF1436'
 HF1436'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RAUSCH NO 3
 HF1436'1940, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 HF1436'IT IS 25 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 1.5
 HF1436'FEET NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 HF1436'
 HF1436'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED RAUSCH NO 4 1940,
 HF1436'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HF1436'IS 25 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT
 HF1436'EAST OF THE FENCE.
 HF1436'
 HF1436'AZIMUTH MARK, A STANDARD DISK STAMPED RAUSCH 1940 RESET 1953, IS
 HF1436'SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 HF1436'THE GROUND.  IT IS 31 FEET EAST OF THE CENTER OF THE GRAVELED
 HF1436'ROAD, 5 FEET EAST OF A CORNER FENCE POST, 2 FEET EAST OF A
 HF1436'METAL WITNESS POST AND NEAR THE NORTHWEST CORNER OF A CULTIVATED
 HF1436'FIELD.
 HF1436'
 HF1436'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 HF1436'GRAVELED ROAD FOR 0.4 MILE TO A FIELD ENTRANCE ON THE LEFT AND
 HF1436'THE AZIMUTH MARK ON THE RIGHT.
 HF1436'
 HF1436'NOTE, REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HF1436'
 HF1436'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HF1436
 HF1436                          STATION RECOVERY (2003)
 HF1436
 HF1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (GMR)
 HF1436'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHWEST OF GARDEN
 HF1436'PLAIN, 0.97 KM (0.6 MI)
 HF1436'NORTH OF U.S. HIGHWAY 54, ON THE EAST SIDE OF A GRAVEL ROAD, ON THE
 HF1436'WEST EDGE OF A
 HF1436'CULTIVATED FIELD, AND IN THE SOUTHWEST QUARTER OF SECTION 19, T 27 S,
 HF1436'R 3 W.
 HF1436'OWNERSHIP--NORBERT BERGKAMP, 4620 S. 311TH STREET WEST, CHENEY KANSAS.
 HF1436'TO REACH THE STATION FROM THE U.S. POST OFFICE IN GARDEN PLAIN, GO
 HF1436'NORTH ON THE PAVED
 HF1436'ROAD (MAIN ST) FOR 0.64 KM (0.4 MI) TO A STOP SIGN AT THE JUNCTION OF
 HF1436'HARRY STREET (OLD
 HF1436'U.S. HIGHWAY 54). TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 1.21 KM
 HF1436'(0.75 MI) TO A GRAVEL
 HF1436'CROSSROAD (311TH W).  TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR
 HF1436'1.61 KM (1.0 MI) TO A
 HF1436'GRAVEL CROSSROAD.  CONTINUE STRAIGHT AHEAD, NORTH, ON THE GRAVEL ROAD
 HF1436'FOR 0.24 KM (0.15
 HF1436'MI) TO THE STATION ON THE RIGHT.
 HF1436' 
 HF1436'THE STATION IS A STANDARD CGS TRIANGULATION STATION DISK SET IN THE
 HF1436'TOP OF A 30 CM ROUND
 HF1436'CONCRETE MONUMENT RECESSED 7 CM BELOW GROUND.  NOTE-- A SMALL MAGNET
 HF1436'IS BURIED IN THE
 HF1436'GROUND ON THE NORTH SIDE OF THE MONUMENT.  LOCATED 10.67 M (35.0 FT)
 HF1436'EAST FROM THE
 HF1436'CENTER OF THE GRAVEL ROAD, 35 CM WEST FROM A FIBERGLASS WITNESS POST,
 HF1436'AND 30 CM EAST
 HF1436'FROM A METAL POST.
 HF1436' 
 HF1436' 
 HF1436' 
 HF1436'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0615 ***********************************************************************
 KH0615  DESIGNATION -  RAWLINS
 KH0615  PID         -  KH0615
 KH0615  STATE/COUNTY-  KS/RAWLINS
 KH0615  USGS QUAD   -  ATWOOD NE (1978)
 KH0615
 KH0615                         *CURRENT SURVEY CONTROL
 KH0615  ___________________________________________________________________
 KH0615* NAD 83(1997)-  39 54 27.17933(N)    101 02 48.20906(W)     ADJUSTED  
 KH0615* NAVD 88     -       910.     (meters)    2986.     (feet)  SCALED    
 KH0615  ___________________________________________________________________
 KH0615  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 KH0615  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 KH0615
 KH0615  HORZ ORDER  -  THIRD
 KH0615
 KH0615.The horizontal coordinates were established by classical geodetic methods
 KH0615.and adjusted by the National Geodetic Survey in October 1998..
 KH0615
 KH0615.The orthometric height was scaled from a topographic map.
 KH0615
 KH0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0615
 KH0615.The geoid height was determined by GEOID03.
 KH0615
 KH0615;                    North         East     Units Scale Factor Converg.
 KH0615;SPC KS N     -   179,146.713   139,521.179   MT  1.00002251   -1 55 39.7
 KH0615;SPC NE       -     8,782.735   410,494.045   MT  1.00004304   -0 41 37.2
 KH0615;UTM  14      - 4,419,501.411   325,050.148   MT  0.99997682   -1 18 48.3
 KH0615
 KH0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0615!SPC KS N     -   0.99986097  x   1.00002251  =   0.99988347
 KH0615!SPC NE       -   0.99986097  x   1.00004304  =   0.99990400
 KH0615!UTM  14      -   0.99986097  x   0.99997682  =   0.99983779
 KH0615
 KH0615|---------------------------------------------------------------------|
 KH0615| PID    Reference Object                     Distance      Geod. Az  |
 KH0615|                                                           dddmmss.s |
 KH0615| CP8470 RAWLINS RM 1                         26.316 METERS 03500     |
 KH0615| KH0826 TRINITY LUTHERAN CHURCH CROSS       APPROX. 7.4 KM 0774801.0 |
 KH0615| KH0302 F 78 RESET                                         1821051.9 |
 KH0615| KH0619 ST JOHNS CATHOLIC CHURCH CROSS      APPROX.13.6 KM 2731540.9 |
 KH0615| CP8471 RAWLINS RM 2                         23.996 METERS 31951     |
 KH0615| CP8472 RAWLINS RM 3                         26.990 METERS 33150     |
 KH0615|---------------------------------------------------------------------|
 KH0615
 KH0615                          SUPERSEDED SURVEY CONTROL
 KH0615
 KH0615  NAD 83(1997)-  39 54 27.17930(N)    101 02 48.21074(W) AD(       ) 3
 KH0615  NAD 83(1986)-  39 54 27.18107(N)    101 02 48.21306(W) AD(       ) 3
 KH0615  NAD 27      -  39 54 27.16800(N)    101 02 46.63900(W) AD(       ) 3
 KH0615
 KH0615.Superseded values are not recommended for survey control.
 KH0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0615.See file dsdata.txt to determine how the superseded data were derived.
 KH0615
 KH0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLK2505019501(NAD 83)
 KH0615_MARKER: DS = TRIANGULATION STATION DISK
 KH0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0615
 KH0615  HISTORY     - Date     Condition        Report By
 KH0615  HISTORY     - 1951     MONUMENTED       CGS
 KH0615  HISTORY     - 1957     GOOD             KSDT
 KH0615  HISTORY     - 1966     GOOD             CGS
 KH0615
 KH0615                          STATION DESCRIPTION
 KH0615
 KH0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (RLE)
 KH0615'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF ATWOOD, IN THE
 KH0615'NORTHEAST CORNER OF A TRIANGULAR PLOT OF GROUND FORMED BY A T
 KH0615'ROAD INTERSECTION.  IT IS 65 FEET SOUTH FROM AN EAST-WEST
 KH0615'FENCE LINE, 60 FEET WEST FROM THE CENTER OF A NORTH-SOUTH DIRT
 KH0615'ROAD AND 32 FEET SOUTH FROM THE CENTER OF A TRACK ROAD.  IT IS
 KH0615'STAMPED RAWLINS 1951 AND IS FLUSH.
 KH0615'
 KH0615'REFERENCE MARK NO. 1 IS SET IN A NORTH-SOUTH FENCE LINE 0.5
 KH0615'FOOT WEST OF A POWER LINE POLE.  IT IS STAMPED RAWLINS NO 1
 KH0615'1951 AND PROJECTS 1 INCH.
 KH0615'
 KH0615'REFERENCE MARK NO. 2 IS SET IN AN EAST-WEST FENCE LINE 29 FEET
 KH0615'NORTH FROM THE CENTER OF AN EAST WEST TRACK ROAD.  IT IS STAMPED
 KH0615'RAWLINS NO 2 1951 AND PROJECTS 4 INCHES.
 KH0615'
 KH0615'BENCH MARK F 78 WAS USED FOR THE AZIMUTH MARK.  IT IS IN A
 KH0615'NORTH-SOUTH FENCE LINE, 36 FEET NORTH FROM THE CENTER OF AN
 KH0615'EAST-WEST DIRT ROAD, 33 FEET EAST FROM THE CENTER OF A NORTH-SOUTH
 KH0615'DIRT ROAD, 14 FEET WEST FROM A POWER LINE POLE AND 1 FOOT
 KH0615'NORTH OF A WITNESS POST.  IT IS A STANDARD BENCH MARK DISK SET
 KH0615'IN THE TOP OF A 10 INCH SQUARE CONCRETE.  IT IS STAMPED F 78
 KH0615'RESET 1949 AND IS FLUSH.
 KH0615'
 KH0615'TO REACH THE STATION FROM THE POST OFFICE IN ATWOOD, GO WEST
 KH0615'ON MAIN STREET FOR 0.35 MILE TO STATE HIGHWAY 25, TURN RIGHT
 KH0615'AND GO NORTH ON STATE HIGHWAY 25 FOR 0.4 MILE TO U.S. HIGHWAY
 KH0615'36, CONTINUE NORTH ON STATE HIGHWAY 25 FOR 6.1 MILES TO A
 KH0615'CROSSROAD AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  AT THIS
 KH0615'POINT THE HIGHWAY CURVES TO THE WEST, CONTINUE NORTH ON A
 KH0615'DIRT ROAD FOR 0.4 MILE TO A FORK, KEEP RIGHT AND CONTINUE
 KH0615'NORTH FOR 0.05 MILE TO THE STATION ON THE LEFT AS
 KH0615'DESCRIBED.
 KH0615
 KH0615                          STATION RECOVERY (1957)
 KH0615
 KH0615'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1957 (DFM)
 KH0615'REFERENCE MARK NO. 2 DESTROYED TO PERMIT HIGHWAY CONSTRUCTION.
 KH0615'
 KH0615'REFERENCE MARK NO. 3 ESTABLISHED IN AN EAST-WEST FENCE LINE,
 KH0615'47 FEET NORTH FROM CENTER OF AN EAST-WEST TRACK ROAD.  IT IS
 KH0615'STAMPED RAWLINS NO 3 1951 AND PROJECTS 4 INCHES.  THE MARK IS
 KH0615'88.480 FEET NW FROM THE STATION.
 KH0615'
 KH0615'R.M. DISK STAMPED RAWLINS NO 2 1951 RECD AT THIS OFFICE
 KH0615'6/24/57
 KH0615
 KH0615                          STATION RECOVERY (1966)
 KH0615
 KH0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KH0615'THE STATION MARK, REFERENCE MARK NO. 1, AND AZIMUTH MARK (B.M.
 KH0615'F78 RESET 1949) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KH0615'IN 1957 REFERENCE MARK NO. 2 WAS DESTROYED BY ROAD CONSTRUCTION
 KH0615'AND REFERENCE MARK NO. 3 WAS SET BY THE KANSAS STATE HIGHWAY
 KH0615'DEPARTMENT, BUT OBSERVATIONS WERE NOT TAKEN ON THE NEW REFERENCE
 KH0615'MARK.  AT THE TIME THE STATION WAS VISITED OBSERVATIONS WERE
 KH0615'TAKEN AND MEASUREMENT WAS OBTAINED.
 KH0615'
 KH0615'WEEDS OBSTRUCTED THE LINE OF SIGHT TO THE AZIMUTH MARK.
 KH0615'
 KH0615'FOLLOWING IS A NEW DESCRIPTION.
 KH0615'
 KH0615'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36
 KH0615'AND STATE HIGHWAY 25 AT THE NORTHWEST EDGE OF ATWOOD, GO NORTH
 KH0615'ON STATE HIGHWAY 25 FOR 6.1 MILES TO A CROSSROAD AND THE
 KH0615'AZIMUTH MARK IN THE NORTHEAST ANGLE (HIGHWAY CURVES WEST AT
 KH0615'THIS POINT).  CONTINUE STRAIGHT AHEAD, NORTH, ON A GRAVELED
 KH0615'ROAD FOR 0.5 MILE TO A T-INTERSECTION AND THE STATION ON THE
 KH0615'LEFT AT THE SOUTHWEST ANGLE OF THE INTERSECTION.
 KH0615'
 KH0615'STATION MARK, A STANDARD DISK STAMPED RAWLINS 1951, IS SET
 KH0615'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 KH0615'SURFACE OF THE GROUND.  IT IS 52 FEET WEST OF THE CENTER OF
 KH0615'A NORTH-SOUTH ROAD, 38 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KH0615'ROAD, AND 1 FOOT EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 KH0615'DISK WAS NOT INSPECTED.
 KH0615'
 KH0615'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RAWLINS NO. 1
 KH0615'1951, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 KH0615'6 INCHES.  IT IS 33 FEET NORTH OF THE CENTER OF THE EAST-WEST
 KH0615'ROAD, 31 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 1 FOOT
 KH0615'SOUTH OF AN EAST-WEST FENCE, AND 1 FOOT WEST OF A POWERLINE
 KH0615'POLE.
 KH0615'
 KH0615'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RAWLINS NO. 3
 KH0615'1951, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 KH0615'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 62 FEET WEST OF
 KH0615'THE CENTER OF THE FIELD ENTRANCE, 41 FEET NORTH OF THE CENTER
 KH0615'OF THE EAST-WEST ROAD, AND 6 INCHES NORTH OF THE EAST-WEST
 KH0615'FENCE.
 KH0615'
 KH0615'BENCH MARK F 78 RESET, A STANDARD COAST AND GEODETIC SURVEY
 KH0615'BENCH MARK DISK STAMPED F 78 RESET 1949, IS SET IN THE TOP
 KH0615'OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 KH0615'THE GROUND.  IT IS 35 FEET NORTH OF THE CENTER OF EAST-WEST
 KH0615'ROAD, 33 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 2 FEET
 KH0615'SOUTH OF A METAL WITNESS POST, 13.5 FEET WEST-NORTHWEST OF A
 KH0615'POWERLINE POLE, AND 1 FOOT NORTH OF A CORNER FENCE POST.
 KH0615'
 KH0615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 KH0615'NORTH OF ATWOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0825 ***********************************************************************
 HH0825  DESIGNATION -  RAY
 HH0825  PID         -  HH0825
 HH0825  STATE/COUNTY-  KS/STANTON
 HH0825  USGS QUAD   -  JOHNSON EAST (1978)
 HH0825
 HH0825                         *CURRENT SURVEY CONTROL
 HH0825  ___________________________________________________________________
 HH0825* NAD 83(1997)-  37 31 09.26023(N)    101 42 58.15361(W)     ADJUSTED  
 HH0825* NAVD 88     -      1012.1    (meters)    3321.     (feet)  VERTCON   
 HH0825  ___________________________________________________________________
 HH0825  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 HH0825  GEOID HEIGHT-         -24.87  (meters)                     GEOID03
 HH0825
 HH0825  HORZ ORDER  -  FIRST
 HH0825
 HH0825.The horizontal coordinates were established by classical geodetic methods
 HH0825.and adjusted by the National Geodetic Survey in October 1998..
 HH0825
 HH0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0825
 HH0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0825
 HH0825.The geoid height was determined by GEOID03.
 HH0825
 HH0825;                    North         East     Units Scale Factor Converg.
 HH0825;SPC KS S     -   499,525.543   115,750.922   MT  0.99995995   -1 58 35.1
 HH0825;UTM  14      - 4,155,942.438   259,957.149   MT  1.00030981   -1 39 18.0
 HH0825
 HH0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0825!SPC KS S     -   0.99984510  x   0.99995995  =   0.99980506
 HH0825!UTM  14      -   0.99984510  x   1.00030981  =   1.00015487
 HH0825
 HH0825:                Primary Azimuth Mark                     Grid Az
 HH0825:SPC KS S     -  RAY AZ MK                                071 51 26.2
 HH0825:UTM  14      -  RAY AZ MK                                071 32 09.1
 HH0825
 HH0825|---------------------------------------------------------------------|
 HH0825| PID    Reference Object                     Distance      Geod. Az  |
 HH0825|                                                           dddmmss.s |
 HH0825| CM9855 RAY AZ MK                                          0695251.1 |
 HH0825| CM9856 RAY RM 1                             31.106 METERS 09607     |
 HH0825| CM9857 RAY RM 2                             72.883 METERS 26910     |
 HH0825| HH0837 JOHNSON MUN WATER TANK              APPROX. 6.1 KM 3293232.1 |
 HH0825|---------------------------------------------------------------------|
 HH0825
 HH0825                          SUPERSEDED SURVEY CONTROL
 HH0825
 HH0825  NAD 83(1997)-  37 31 09.26164(N)    101 42 58.15309(W) AD(       ) 1
 HH0825  NAD 83(1986)-  37 31 09.26578(N)    101 42 58.14613(W) AD(       ) 1
 HH0825  NAD 27      -  37 31 09.19929(N)    101 42 56.53404(W) AD(       ) 1
 HH0825  NGVD 29 (07/19/86) 1011.7    (m)         3319.     (f) VERT ANG       
 HH0825
 HH0825.Superseded values are not recommended for survey control.
 HH0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0825.See file dsdata.txt to determine how the superseded data were derived.
 HH0825
 HH0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5995755942(NAD 83)
 HH0825_MARKER: DS = TRIANGULATION STATION DISK
 HH0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0825
 HH0825  HISTORY     - Date     Condition        Report By
 HH0825  HISTORY     - 1961     MONUMENTED       CGS
 HH0825  HISTORY     - 1964     GOOD             CGS
 HH0825  HISTORY     - 1972     GOOD             NGS
 HH0825
 HH0825                          STATION DESCRIPTION
 HH0825
 HH0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0825'THE STATION IS ABOUT 8-1/2 MILES WEST AND 2-1/2 MILES SOUTH OF
 HH0825'BIG BOW, 3-1/2 MILES SOUTHEAST OF JOHNSON, IN THE SOUTHWEST
 HH0825'CORNER OF THE SOUTHEAST QUARTER OF SECTION 17, T 29 S, R 40 W,
 HH0825'AND ON PROPERTY OWNED BY MR. DAN RAY.
 HH0825'
 HH0825'TO REACH THE STATION FROM THE POST OFFICE IN JOHNSON, GO SOUTH
 HH0825'ON A SURFACED ROAD FOR 0.35 MILE TO A T-INTERSECTION.  TURN LEFT
 HH0825'AND GO EAST ON A SURFACED ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN
 HH0825'RIGHT AND GO SOUTH ON A DIRT ROAD FOR 2.0 MILES TO A CROSSROAD.
 HH0825'TURN LEFT AND GO EAST ON A DIRT ROAD FOR 2.0 MILES TO A SIDE
 HH0825'ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A DIRT ROAD
 HH0825'FOR 0.8 MILE AND THE AZIMUTH MARK ON THE LEFT, EAST, SIDE OF
 HH0825'THE ROAD.  CONTINUE AHEAD ON THE DIRT ROAD, SOUTH, FOR 0.2
 HH0825'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON A
 HH0825'DIRT ROAD FOR 0.45 MILE AND THE STATION ON THE RIGHT, NORTH,
 HH0825'SIDE OF THE ROAD.
 HH0825'
 HH0825'STATION MARKS ARE STANDARD DISKS STAMPED RAY 1961.  THE SURFACE
 HH0825'DISK IS SET IN A SQUARE CONCRETE POST 14 INCHES BELOW THE SURFACE
 HH0825'OF THE GROUND.  IT IS 239 FEET EAST OF A LONE, CORNER FENCE POST,
 HH0825'102 FEET WEST OF A METAL WITNESS POST AND 20 FEET NORTH OF THE
 HH0825'CENTER OF THE DIRT ROAD.  THE UNDERGROUND DISK IS SET IN AN
 HH0825'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE
 HH0825'GROUND.
 HH0825'
 HH0825'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RAY NO 1 1961,
 HH0825'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 HH0825'IS 9 FEET NORTH OF THE CENTER OF THE DIRT ROAD AND 1.5 FEET
 HH0825'SOUTH OF THE METAL WITNESS POST.
 HH0825'
 HH0825'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RAY NO 2 1961, IS
 HH0825'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 18
 HH0825'FEET NORTH OF THE CENTER OF THE DIRT ROAD AND 1 FOOT SOUTHEAST
 HH0825'OF THE CORNER FENCE POST.
 HH0825'
 HH0825'AZIMUTH MARK, A STANDARD DISK STAMPED RAY 1961, IS SET IN A SQUARE
 HH0825'CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 33 FEET EAST OF THE
 HH0825'CENTER OF THE DIRT ROAD, 2 FEET SOUTH OF A METAL WITNESS POST, 1
 HH0825'FOOT NORTH OF A TELEPHONE POLE AND 1 FOOT WEST OF A FENCE.
 HH0825'
 HH0825'NOTE--REFERENCE MARKS MEASURED WITH 7 KG. TAPE TENSION.
 HH0825'
 HH0825'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0825
 HH0825                          STATION RECOVERY (1964)
 HH0825
 HH0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AWH)
 HH0825'STATION FOUND AS DESCRIBED.
 HH0825'
 HH0825'ALL MARKS IN GOOD CONDITION.
 HH0825
 HH0825                          STATION RECOVERY (1972)
 HH0825
 HH0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JSA)
 HH0825'OLD DESCRIPTION IS ADEQUATE.
 HH0825'
 HH0825'HEIGHT OF INSTRUMENT 5.62 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0028 ***********************************************************************
 HG0028  DESIGNATION -  RAYLE
 HG0028  PID         -  HG0028
 HG0028  STATE/COUNTY-  KS/KINGMAN
 HG0028  USGS QUAD   -  KINGMAN (1983)
 HG0028
 HG0028                         *CURRENT SURVEY CONTROL
 HG0028  ___________________________________________________________________
 HG0028* NAD 83(1997)-  37 40 31.28974(N)    098 05 54.10691(W)     ADJUSTED  
 HG0028* NAVD 88     -       491.325  (meters)    1611.96   (feet)  ADJUSTED  
 HG0028  ___________________________________________________________________
 HG0028  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 HG0028  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0028  DYNAMIC HT  -         490.924 (meters)    1610.64  (feet)  COMP
 HG0028  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 HG0028
 HG0028  HORZ ORDER  -  FIRST
 HG0028  VERT ORDER  -  FIRST     CLASS II
 HG0028
 HG0028.The horizontal coordinates were established by classical geodetic methods
 HG0028.and adjusted by the National Geodetic Survey in October 1998..
 HG0028
 HG0028.The orthometric height was determined by differential leveling
 HG0028.and adjusted by the National Geodetic Survey in June 1991..
 HG0028
 HG0028.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0028
 HG0028.The geoid height was determined by GEOID03.
 HG0028
 HG0028.The dynamic height is computed by dividing the NAVD 88
 HG0028.geopotential number by the normal gravity value computed on the
 HG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0028.degrees latitude (g = 980.6199 gals.).
 HG0028
 HG0028.The modeled gravity was interpolated from observed gravity values.
 HG0028
 HG0028;                    North         East     Units Scale Factor Converg.
 HG0028;SPC KS S     -   512,025.455   435,429.642   MT  0.99994481   +0 14 48.5
 HG0028;UTM  14      - 4,170,178.719   579,509.851   MT  0.99967787   +0 33 04.0
 HG0028
 HG0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0028!SPC KS S     -   0.99992733  x   0.99994481  =   0.99987214
 HG0028!UTM  14      -   0.99992733  x   0.99967787  =   0.99960522
 HG0028
 HG0028:                Primary Azimuth Mark                     Grid Az
 HG0028:SPC KS S     -  VARNER COLLINGWOOD ELEVATOR              049 07 35.3
 HG0028:UTM  14      -  VARNER COLLINGWOOD ELEVATOR              048 49 19.8
 HG0028
 HG0028|---------------------------------------------------------------------|
 HG0028| PID    Reference Object                     Distance      Geod. Az  |
 HG0028|                                                           dddmmss.s |
 HG0028| HG0802 VARNER COLLINGWOOD ELEVATOR         APPROX. 7.2 KM 0492223.8 |
 HG0028| CL3822 RAYLE RM 4                           27.923 METERS 13756     |
 HG0028| HG0026 E 307                                              1692528.6 |
 HG0028| HG0027 RAYLE RM 1                           20.213 METERS 17910     |
 HG0028| HG0806 KINGMAN RAD STA KAJ 941 MAST        APPROX. 7.2 KM 1905729.7 |
 HG0028| HG0805 KINGMAN MUNICIPAL TANK              APPROX. 3.0 KM 2051032.3 |
 HG0028| HG0804 KINGMAN MUNICIPAL TANK              APPROX. 2.1 KM 2205507.5 |
 HG0028| CL3823 RAYLE RM 5                           24.285 METERS 26234     |
 HG0028| HG0029 RAYLE RM 2                           27.383 METERS 26317     |
 HG0028| HG0030 RAYLE RM 3 AZIMUTH                                 2680604.8 |
 HG0028|---------------------------------------------------------------------|
 HG0028
 HG0028                          SUPERSEDED SURVEY CONTROL
 HG0028
 HG0028  NAD 83(1997)-  37 40 31.29627(N)    098 05 54.10958(W) AD(       ) 1
 HG0028  NAD 83(1986)-  37 40 31.29751(N)    098 05 54.10620(W) AD(       ) 1
 HG0028  NAD 27      -  37 40 31.24375(N)    098 05 52.88702(W) AD(       ) 1
 HG0028  NGVD 29 (??/??/92)  491.147  (m)         1611.37   (f) ADJ UNCH    1 2
 HG0028
 HG0028.Superseded values are not recommended for survey control.
 HG0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0028.See file dsdata.txt to determine how the superseded data were derived.
 HG0028
 HG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7951070179(NAD 83)
 HG0028_MARKER: DS = TRIANGULATION STATION DISK
 HG0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0028_STAMPING: RAYLE 1938
 HG0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0028+STABILITY: SURFACE MOTION
 HG0028
 HG0028  HISTORY     - Date     Condition        Report By
 HG0028  HISTORY     - 1938     MONUMENTED       CGS
 HG0028  HISTORY     - 1951     GOOD             CGS
 HG0028  HISTORY     - 1953     GOOD             CGS
 HG0028  HISTORY     - 1953     GOOD             NGS
 HG0028  HISTORY     - 1962     GOOD             CGS
 HG0028  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0028
 HG0028                          STATION DESCRIPTION
 HG0028
 HG0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0028'STATION IS LOCATED ABOUT 2.8 MILES AIRLINE NORTH NORTHEAST OF KINGMAN
 HG0028'AND ABOUT 2.1 MILES NORTH OF HIGHWAY US 54 IN THE SOUTHWEST QUARTER
 HG0028'OF SECTION 21, T 27 S, R 7 W, ON THE PROPERTY OF MR. P.W. RAYLE
 HG0028'WHO LIVES ABOUT 0.7 MILE NORTH OF THE STATION.  IT IS 175 PACES
 HG0028'EAST OF CROSSROAD, 150 FEET SOUTH OF AN OLD ROCK SHACK, 35 FEET
 HG0028'NORTH OF CENTER OF SECTION LINE ROAD AND 10 FEET NORTH OF FENCE
 HG0028'LINE.
 HG0028'
 HG0028'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0028'BRONZE DISKS SET IN CONCRETE.
 HG0028'
 HG0028'R.M. NO. 1 IS ON THE SOUTH SIDE OF ROAD IN FENCE LINE.  R.M. NO.
 HG0028'2 IS IN THE FENCE LINE ON THE NORTH SIDE OF ROAD.
 HG0028'
 HG0028'AZIMUTH MARK (R.M.3) IS 0.5 MILE WEST OF THE STATION AT THE NORTH
 HG0028'POST OF THE EAST ENTRANCE GATE TO STANDARD SCHOOL NO. 52.
 HG0028'
 HG0028'STATION IS REACHED FROM THE INTERSECTION OF HIGHWAY US 54 AND
 HG0028'MAIN STREET IN KINGMAN BY GOING NORTH ON MAIN STREET AND
 HG0028'CONTINUING ON GRAVEL ROAD FOR 2.0 MILES TO A T ROAD, THENCE
 HG0028'RIGHT 0.7 MILE, PASSING STANDARD SCHOOL NO. 52 TO STATION.
 HG0028
 HG0028                          STATION RECOVERY (1951)
 HG0028
 HG0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CFO)
 HG0028'STATION RECOVERED AS DESCRIBED AND WAS FOUND IN GOOD CONDITION.
 HG0028'STATION MARK PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF THE
 HG0028'GROUND.  BOTH REFERENCE MARKS WERE FOUND AS DESCRIBED AND ARE
 HG0028'IN GOOD CONDITION AND ARE COVERED WITH ABOUT 2 INCHES OF DIRT.
 HG0028'AZIMUTH MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION AND FLUSH
 HG0028'WITH THE GROUND.  THE DESCRIPTION TO REACH THE STATION IS
 HG0028'ADEQUATE.
 HG0028
 HG0028                          STATION RECOVERY (1953)
 HG0028
 HG0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (HDR)
 HG0028'2.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0028'RAILROAD FROM THE STATION AT KINGMAN, THENCE 0.5 MILE NORTH
 HG0028'ALONG A GRAVELED ROAD, 266 FEET EAST OF THE CENTER OF AN
 HG0028'INTERSECTION WITH AN EAST AND WEST ROAD, 157 FEET SOUTH OF
 HG0028'AN OLD STONE BUILDING, 34 FEET NORTH OF THE CENTER LINE OF AN
 HG0028'EAST AND WEST ROAD, 11.5 FEET NORTH OF A FENCE, 2 FEET NORTHWEST
 HG0028'OF A WITNESS POST, A TRIANGULATION STATION DISK SET IN THE
 HG0028'TOP OF A WITNESS POST, A TRIANGULATION STATION DISK SET IN
 HG0028'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 HG0028'GROUND, STAMPED RAYLE 1938.
 HG0028'
 HG0028'RAYLE R.M. 1 IS 58.0 FEET SOUTH OF TRIANGULATION STATION RAYLE
 HG0028'1938, 22 FEET SOUTH OF THE CENTER LINE OF A ROAD, 1 FOOT NORTH OF
 HG0028'A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 HG0028'POST WHICH IS 0.4 FOOT BELOW THE TOP OF THE GROUND, STAMPED RAYLE
 HG0028'NO 1 1938.
 HG0028'
 HG0028'RAYLE R.M. 2 IS 90.0 FEET WEST OF TRIANGULATION STATION RAYLE
 HG0028'1938, 23 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 HG0028'1 FOOT NORTH OF A FENCE, A REFERENCE MARK DISK SET IN THE TOP OF
 HG0028'A CONCRETE POST WHICH IS 0.3 FOOT BELOW THE TOP OF THE GROUND,
 HG0028'STAMPED RAYLE NO 2 1938.
 HG0028'
 HG0028'RAYLE 1938 AZIMUTH IS 0.5 MILE WEST OF TRIANGULATION STATION RAYLE
 HG0028'1938, IN THE YARD OF DISTRICT SCHOOL, 62 FEET EAST OF THE
 HG0028'NORTHEAST CORNER OF THE SCHOOLHOUSE PORCH, 28 FEET WEST OF
 HG0028'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 3 FEET NORTHWEST
 HG0028'OF THE NORTH END OF A GATE, 90 FEET SOUTH OF THE CENTER LINE
 HG0028'OF AN EAST AND WEST ROAD, AN AZIMUTH MARK DISK SET IN THE TOP OF
 HG0028'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED RAYLE
 HG0028'NO 3 1938.
 HG0028
 HG0028                          STATION RECOVERY (1953)
 HG0028
 HG0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HG0028'3 MI NE FROM KINGMAN.
 HG0028'2.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0028'RAILROAD FROM THE STATION AT KINGMAN, THENCE 0.5 MILE NORTH ALONG
 HG0028'A GRAVELED ROAD, 266 FEET EAST OF THE CENTER OF AN INTERSECTION
 HG0028'WITH AN EAST AND WEST ROAD, 157 FEET SOUTH OF AN OLD STONE
 HG0028'BUILDING, 34 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 HG0028'ROAD, 11.5 FEET NORTH OF A FENCE, 2 FEET NORTHWEST OF A WITNESS
 HG0028'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 HG0028'FOOT ABOVE THE GROUND.
 HG0028
 HG0028                          STATION RECOVERY (1962)
 HG0028
 HG0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HG0028'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED.
 HG0028'REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 (AZIMUTH MARK) WERE
 HG0028'NOT FOUND.  MEASUREMENTS TO THE OLD POSITION OF REFERENCE MARK
 HG0028'NO. 2 INDICATED THAT IT HAD BEEN LOCATED ON THE TOP OF A BANK
 HG0028'WHICH HAS ERODED CONSIDERABLY.  THE AZIMUTH MARK USED TO BE IN A
 HG0028'SCHOOL YARD.  THE SCHOOL BUILDING HAS BEEN DESTROYED AND
 HG0028'THE AREA IS NOW A CULTIVATED FIELD.  ABOUT THIRTY MINUTES WAS
 HG0028'SPENT SEARCHING AND PROBING FOR THE AZIMUTH MARK.
 HG0028'
 HG0028'THE STATION SURFACE MARK WAS FOUND TO BE TILTED, APPARENTLY
 HG0028'HAVING BEEN DISTURBED.  THE SURFACE MARK WAS DUG UP BY THIS PARTY
 HG0028'AND FOUND TO BE 0.044 METER (NW) ECCENTRIC TO THE UNDERGROUND
 HG0028'DISK.  BOTH THE SURFACE AND UNDERGROUND MARKS WERE LOWERED AT
 HG0028'THE REQUEST OF THE PROPERTY OWNER, HOLDING THE POSITION OF THE
 HG0028'UNDERGROUND MARK.
 HG0028'
 HG0028'REFERENCE MARK NO. 1 HAD APPARENTLY BEEN MOVED, AS THE DISTANCE
 HG0028'TO THE MARK MISSED THE PREVIOUS MEASUREMENT BY 2.621 METERS AND
 HG0028'THE DIRECTION MISSED THE PREVIOUS DIRECTION BY 1 DEGREE 23
 HG0028'MINUTES 56 SECONDS.  THIS MARK WAS DESTROYED BY THIS PARTY AT
 HG0028'THE REQUEST OF THE PROPERTY OWNER.
 HG0028'
 HG0028'REFERENCE MARKS NOS. 4 AND 5 WERE ESTABLISHED BY THIS PARTY.
 HG0028'
 HG0028'A COMPLETE NEW DESCRIPTION FOLLOWS-
 HG0028'
 HG0028'THE STATION IS APPROXIMATELY 2 MILES NORTH AND 1 MILE EAST OF
 HG0028'KINGMAN, ON THE NORTH RIGHT-OF-WAY OF A COUNTY ROAD AND ON
 HG0028'PROPERTY OWNED BY MR. P.W. RAYLE.
 HG0028'
 HG0028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 HG0028'STATE HIGHWAY 14 IN KINGMAN, GO NORTH ON A PAVED ROAD (MAIN
 HG0028'STREET) FOR 1.8 MILES TO WHERE THE MAIN ROAD BEARS LEFT.
 HG0028'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A T-ROAD.  TURN RIGHT
 HG0028'AND GO EAST ON A SAND ROAD 0.75 MILE TO A CROSSROAD.  CONTINUE
 HG0028'EAST 0.05 MILE TO THE STATION ON THE LEFT, NORTH SIDE OF THE
 HG0028'ROAD.
 HG0028'
 HG0028'STATION MARKS ARE STANDARD DISKS STAMPED RAYLE 1938 1962.
 HG0028'THE SURFACE DISK IS SET IN A CONCRETE POST 14 INCHES BELOW
 HG0028'THE SURFACE OF THE GROUND.  IT IS 157 FEET SOUTH OF THE SOUTHWEST
 HG0028'CORNER OF A SMALL ROCK BUILDING, 89.5 FEET NORTHWEST OF A
 HG0028'POWER POLE, 81.3 FEET EAST OF A METAL WITNESS POST, 63.5 FEET
 HG0028'WEST OF A TELEPHONE POLE AND 38 FEET NORHT OF THE CENTER OF THE
 HG0028'SAND ROAD.  THE UNDERGROUND DISK IS SET 62 INCHES BELOW THE
 HG0028'SURFACE IN AN IRREGULAR MASS OF CONCRETE.
 HG0028'
 HG0028'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED RAYLE NO 4 1938
 HG0028'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HG0028'IT IS 56 FEET SOUTH OF THE TELEPHONE POLE, 30 FEET SOUTH OF
 HG0028'THE CENTER OF THE SAND ROAD AND 2 FEET EAST OF THE POWER POLE.
 HG0028'
 HG0028'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED RAYLE NO 5 1938
 HG0028'1962, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 HG0028'IT IS 27 FEET NORTH OF THE CENTER OF THE SAND ROAD AND 1.5
 HG0028'FEET EAST OF THE METAL WITNESS POST.
 HG0028'
 HG0028'B.M. E 307, IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 HG0028'BENCH MARK DISK STAMPED E 307 1953, SET IN A ROUND CONCRETE POST
 HG0028'WHICH PROJECTS 1 INCH.  IT IS 44.5 FEET SOUTHEAST OF THE
 HG0028'SOUTHEAST RAIL OF RAILROAD TRACKS, 3 FEET NORTHWEST OF A FENCE,
 HG0028'2.3 FEET NORTHEAST OF A WOODEN WITNESS POST AND 1.4 FEET
 HG0028'NORTHEAST OF A METAL WITNESS POST.
 HG0028'
 HG0028'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, 0.05 MILE WEST OF
 HG0028'THE STATION, GO SOUTH ON A SAND ROAD 0.4 MILE TO RAILROAD TRACKS.
 HG0028'TURN LEFT, EAST, ALONG THE SOUTH SIDE OF THE TRACKS FOR 0.15 MILE
 HG0028'TO THE MARK ON THE RIGHT NEAR A FENCE.
 HG0028'
 HG0028'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HG0028
 HG0028                          STATION RECOVERY (1986)
 HG0028
 HG0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0027 ***********************************************************************
 HG0027  DESIGNATION -  RAYLE RM 1
 HG0027  PID         -  HG0027
 HG0027  STATE/COUNTY-  KS/KINGMAN
 HG0027  USGS QUAD   -  KINGMAN (1983)
 HG0027
 HG0027                         *CURRENT SURVEY CONTROL
 HG0027  ___________________________________________________________________
 HG0027* NAD 83(1986)-  37 40 31.     (N)    098 05 53.     (W)     SCALED    
 HG0027* NAVD 88     -       491.064  (meters)    1611.10   (feet)  ADJUSTED  
 HG0027  ___________________________________________________________________
 HG0027  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0027  DYNAMIC HT  -         490.663 (meters)    1609.78  (feet)  COMP
 HG0027  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 HG0027
 HG0027  VERT ORDER  -  FIRST     CLASS II
 HG0027
 HG0027.The horizontal coordinates were scaled from a topographic map and have
 HG0027.an estimated accuracy of +/- 6 seconds.
 HG0027
 HG0027.The orthometric height was determined by differential leveling
 HG0027.and adjusted by the National Geodetic Survey in June 1991..
 HG0027
 HG0027.The geoid height was determined by GEOID03.
 HG0027
 HG0027.The dynamic height is computed by dividing the NAVD 88
 HG0027.geopotential number by the normal gravity value computed on the
 HG0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0027.degrees latitude (g = 980.6199 gals.).
 HG0027
 HG0027.The modeled gravity was interpolated from observed gravity values.
 HG0027
 HG0027;                    North         East    Units  Estimated Accuracy
 HG0027;SPC KS S     -   512,020.      435,460.      MT  (+/- 180 meters Scaled)
 HG0027
 HG0027                          SUPERSEDED SURVEY CONTROL
 HG0027
 HG0027  NGVD 29 (??/??/92)  490.886  (m)         1610.52   (f) ADJ UNCH    1 2
 HG0027
 HG0027.Superseded values are not recommended for survey control.
 HG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0027.See file dsdata.txt to determine how the superseded data were derived.
 HG0027
 HG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG795701(NAD 83)
 HG0027_MARKER: DR = REFERENCE MARK DISK
 HG0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0027_STAMPING: RAYLE NO 1 1938
 HG0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0027+STABILITY: SURFACE MOTION
 HG0027
 HG0027  HISTORY     - Date     Condition        Report By
 HG0027  HISTORY     - 1938     MONUMENTED       CGS
 HG0027  HISTORY     - 1953     GOOD             NGS
 HG0027  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0027
 HG0027                          STATION DESCRIPTION
 HG0027
 HG0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0027'3 MI NE FROM KINGMAN.
 HG0027'2.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0027'RAILROAD FROM THE STATION AT KINGMAN, THENCE 0.5 MILE NORTH
 HG0027'ALONG A GRAVELED ROAD, 58.0 FEET SOUTH OF TRIANGULATION STATION
 HG0027'RAYLE 1938, 22 FEET SOUTH OF THE CENTER LINE OF A ROAD, 1
 HG0027'FOOT NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 HG0027'IS 0.4 FOOT BELOW THE TOP OF THE GROUND.
 HG0027
 HG0027                          STATION RECOVERY (1986)
 HG0027
 HG0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0029 ***********************************************************************
 HG0029  DESIGNATION -  RAYLE RM 2
 HG0029  PID         -  HG0029
 HG0029  STATE/COUNTY-  KS/KINGMAN
 HG0029  USGS QUAD   -  KINGMAN (1983)
 HG0029
 HG0029                         *CURRENT SURVEY CONTROL
 HG0029  ___________________________________________________________________
 HG0029* NAD 83(1986)-  37 40 31.     (N)    098 05 53.     (W)     SCALED    
 HG0029* NAVD 88     -       490.964  (meters)    1610.77   (feet)  ADJUSTED  
 HG0029  ___________________________________________________________________
 HG0029  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0029  DYNAMIC HT  -         490.563 (meters)    1609.46  (feet)  COMP
 HG0029  MODELED GRAV-     979,798.3   (mgal)                       NAVD 88
 HG0029
 HG0029  VERT ORDER  -  FIRST     CLASS II
 HG0029
 HG0029.The horizontal coordinates were scaled from a topographic map and have
 HG0029.an estimated accuracy of +/- 6 seconds.
 HG0029
 HG0029.The orthometric height was determined by differential leveling
 HG0029.and adjusted by the National Geodetic Survey in June 1991..
 HG0029
 HG0029.The geoid height was determined by GEOID03.
 HG0029
 HG0029.The dynamic height is computed by dividing the NAVD 88
 HG0029.geopotential number by the normal gravity value computed on the
 HG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0029.degrees latitude (g = 980.6199 gals.).
 HG0029
 HG0029.The modeled gravity was interpolated from observed gravity values.
 HG0029
 HG0029;                    North         East    Units  Estimated Accuracy
 HG0029;SPC KS S     -   512,020.      435,460.      MT  (+/- 180 meters Scaled)
 HG0029
 HG0029                          SUPERSEDED SURVEY CONTROL
 HG0029
 HG0029  NGVD 29 (??/??/92)  490.786  (m)         1610.19   (f) ADJ UNCH    1 2
 HG0029
 HG0029.Superseded values are not recommended for survey control.
 HG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0029.See file dsdata.txt to determine how the superseded data were derived.
 HG0029
 HG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG795701(NAD 83)
 HG0029_MARKER: DR = REFERENCE MARK DISK
 HG0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0029_STAMPING: RAYLE NO 2 1938
 HG0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0029+STABILITY: SURFACE MOTION
 HG0029
 HG0029  HISTORY     - Date     Condition        Report By
 HG0029  HISTORY     - 1938     MONUMENTED       CGS
 HG0029  HISTORY     - 1953     GOOD             NGS
 HG0029  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0029
 HG0029                          STATION DESCRIPTION
 HG0029
 HG0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0029'3 MI NE FROM KINGMAN.
 HG0029'2.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0029'RAILROAD FROM THE STATION AT KINGMAN, THENCE 0.5 MILE NORTH
 HG0029'ALONG A GRAVELED ROAD, 23 FEET NORTH OF THE CENTER LINE OF AN
 HG0029'EAST AND WEST ROAD, 90.0 FEET WEST OF TRIANGULATION STATION
 HG0029'RAYLE 1938, 1 FOOT NORTH OF A FENCE, SET IN THE TOP OF A
 HG0029'CONCRETE POST WHICH IS 0.3 FOOT BELOW THE TOP OF THE GROUND.
 HG0029
 HG0029                          STATION RECOVERY (1986)
 HG0029
 HG0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0030 ***********************************************************************
 HG0030  DESIGNATION -  RAYLE RM 3 AZIMUTH
 HG0030  PID         -  HG0030
 HG0030  STATE/COUNTY-  KS/KINGMAN
 HG0030  USGS QUAD   -  KINGMAN (1983)
 HG0030
 HG0030                         *CURRENT SURVEY CONTROL
 HG0030  ___________________________________________________________________
 HG0030* NAD 83(1986)-  37 40 30.     (N)    098 06 29.     (W)     SCALED    
 HG0030* NAVD 88     -       490.216  (meters)    1608.32   (feet)  ADJUSTED  
 HG0030  ___________________________________________________________________
 HG0030  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 HG0030  DYNAMIC HT  -         489.816 (meters)    1607.00  (feet)  COMP
 HG0030  MODELED GRAV-     979,797.1   (mgal)                       NAVD 88
 HG0030
 HG0030  VERT ORDER  -  FIRST     CLASS II
 HG0030
 HG0030.The horizontal coordinates were scaled from a topographic map and have
 HG0030.an estimated accuracy of +/- 6 seconds.
 HG0030
 HG0030.The orthometric height was determined by differential leveling
 HG0030.and adjusted by the National Geodetic Survey in June 1991..
 HG0030
 HG0030.The geoid height was determined by GEOID03.
 HG0030
 HG0030.The dynamic height is computed by dividing the NAVD 88
 HG0030.geopotential number by the normal gravity value computed on the
 HG0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0030.degrees latitude (g = 980.6199 gals.).
 HG0030
 HG0030.The modeled gravity was interpolated from observed gravity values.
 HG0030
 HG0030;                    North         East    Units  Estimated Accuracy
 HG0030;SPC KS S     -   511,980.      434,580.      MT  (+/- 180 meters Scaled)
 HG0030
 HG0030                          SUPERSEDED SURVEY CONTROL
 HG0030
 HG0030  NGVD 29 (??/??/92)  490.038  (m)         1607.73   (f) ADJ UNCH    1 2
 HG0030
 HG0030.Superseded values are not recommended for survey control.
 HG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0030.See file dsdata.txt to determine how the superseded data were derived.
 HG0030
 HG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG786701(NAD 83)
 HG0030_MARKER: DZ = AZIMUTH MARK DISK
 HG0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HG0030_STAMPING: RAYLE NO 3 1938
 HG0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0030+STABILITY: SURFACE MOTION
 HG0030
 HG0030  HISTORY     - Date     Condition        Report By
 HG0030  HISTORY     - 1938     MONUMENTED       CGS
 HG0030  HISTORY     - 1953     GOOD             NGS
 HG0030  HISTORY     - 1986     MARK NOT FOUND   NGS
 HG0030
 HG0030                          STATION DESCRIPTION
 HG0030
 HG0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HG0030'3.5 MI NE FROM KINGMAN.
 HG0030'2.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HG0030'RAILROAD FROM THE STATION AT KINGMAN, THENCE 0.5 MILE NORTH
 HG0030'ALONG A GRAVELED ROAD, THENCE 0.5 MILE WEST ALONG A GRAVELED
 HG0030'ROAD, IN THE YARD OF DISTRICT 57 SCHOOL, 62 FEET EAST OF THE
 HG0030'NORTHEAST CORNER OF THE SCHOOLHOUSE PORCH, 28 FEET WEST OF THE
 HG0030'CENTER LINE OF A NORTH AND SOUTH ROAD, 3 FEET NORTHWEST OF THE
 HG0030'NORTH END OF A GATE, 0.5 MILE WEST OF TRIANGULATION STATION
 HG0030'RAYLE 1938, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 HG0030'WITH THE GROUND, 90 FEET SOUTH OF THE CENTER LINE OF AN EAST
 HG0030'AND WEST ROAD.
 HG0030
 HG0030                          STATION RECOVERY (1986)
 HG0030
 HG0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1238 ***********************************************************************
 HF1238  DESIGNATION -  RBN DERBY IAB
 HF1238  PID         -  HF1238
 HF1238  STATE/COUNTY-  KS/SEDGWICK
 HF1238  USGS QUAD   -  DERBY (1982)
 HF1238
 HF1238                         *CURRENT SURVEY CONTROL
 HF1238  ___________________________________________________________________
 HF1238* NAD 83(1997)-  37 32 32.82404(N)    097 17 28.17106(W)     ADJUSTED  
 HF1238* NAVD 88     -                                                        
 HF1238  ___________________________________________________________________
 HF1238  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 HF1238  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 HF1238
 HF1238  HORZ ORDER  -  THIRD
 HF1238
 HF1238.The horizontal coordinates were established by classical geodetic methods
 HF1238.and adjusted by the National Geodetic Survey in October 1998..
 HF1238
 HF1238
 HF1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1238
 HF1238.The geoid height was determined by GEOID03.
 HF1238
 HF1238;                    North         East     Units Scale Factor Converg.
 HF1238;SPC KS S     -   497,891.153   506,824.230   MT  0.99995723   +0 44 34.3
 HF1238;UTM  14      - 4,156,423.031   650,964.882   MT  0.99988073   +1 02 29.3
 HF1238
 HF1238                          SUPERSEDED SURVEY CONTROL
 HF1238
 HF1238  NAD 83(1997)-  37 32 32.82927(N)    097 17 28.16630(W) AD(       ) 4
 HF1238  NAD 83(1986)-  37 32 32.83515(N)    097 17 28.16554(W) AD(       ) 4
 HF1238  NAD 27      -  37 32 32.77188(N)    097 17 27.00539(W) AD(       ) 3
 HF1238
 HF1238.Superseded values are not recommended for survey control.
 HF1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1238.See file dsdata.txt to determine how the superseded data were derived.
 HF1238
 HF1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG5096556423(NAD 83)
 HF1238_MARKER: 61 = POLE
 HF1238
 HF1238  HISTORY     - Date     Condition        Report By
 HF1238  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1238
 HF1238                          STATION DESCRIPTION
 HF1238
 HF1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1238'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE TOWN OF DERBY.
 HF1238'
 HF1238'THE STATION IS A 50 FOOT POLE, PAINTED ALTERNATELY RED AND WHITE,
 HF1238'WITH A 6 FOOT CROSS ARM AT TOP AND BOTTOM SUPPORTING FOUR
 HF1238'VERTICAL ANTENNAS.  IT IS 36.180 METERS, 118.700 FEET SOUTH
 HF1238'SOUTHWEST OF TRIANGULATION DERBY.  THE CENTER OF THE POLE WAS
 HF1238'TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1291 ***********************************************************************
 HF1291  DESIGNATION -  RBN OXFORD OXS
 HF1291  PID         -  HF1291
 HF1291  STATE/COUNTY-  KS/SUMNER
 HF1291  USGS QUAD   -  OXFORD (1965)
 HF1291
 HF1291                         *CURRENT SURVEY CONTROL
 HF1291  ___________________________________________________________________
 HF1291* NAD 83(1997)-  37 15 40.46844(N)    097 11 17.36774(W)     ADJUSTED  
 HF1291* NAVD 88     -                                                        
 HF1291  ___________________________________________________________________
 HF1291  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 HF1291  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 HF1291
 HF1291  HORZ ORDER  -  THIRD
 HF1291
 HF1291.The horizontal coordinates were established by classical geodetic methods
 HF1291.and adjusted by the National Geodetic Survey in October 1998..
 HF1291
 HF1291
 HF1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1291
 HF1291.The geoid height was determined by GEOID03.
 HF1291
 HF1291;                    North         East     Units Scale Factor Converg.
 HF1291;SPC KS S     -   466,807.862   516,364.861   MT  1.00000107   +0 48 22.2
 HF1291;UTM  14      - 4,125,391.678   660,664.614   MT  0.99991798   +1 05 50.0
 HF1291
 HF1291                          SUPERSEDED SURVEY CONTROL
 HF1291
 HF1291  NAD 83(1997)-  37 15 40.47133(N)    097 11 17.36323(W) AD(       ) 4
 HF1291  NAD 83(1986)-  37 15 40.47965(N)    097 11 17.35961(W) AD(       ) 4
 HF1291  NAD 27      -  37 15 40.39456(N)    097 11 16.21043(W) AD(       ) 3
 HF1291
 HF1291.Superseded values are not recommended for survey control.
 HF1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1291.See file dsdata.txt to determine how the superseded data were derived.
 HF1291
 HF1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6066525392(NAD 83)
 HF1291_MARKER: 61 = POLE
 HF1291
 HF1291  HISTORY     - Date     Condition        Report By
 HF1291  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1291
 HF1291                          STATION DESCRIPTION
 HF1291
 HF1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1291'THE STATION IS LOCATED ABOUT 1-1/4 MILES WEST SOUTHWEST OF
 HF1291'OXFORD.
 HF1291'
 HF1291'THE STATION IS THE CENTER ONE OF THREE POLES ABOUT 40 FEET
 HF1291'HIGH, PAINTED ALTERNATLY ORANGE AND WHITE THAT ARE JUST
 HF1291'NORTH OF A 10 BY 10 FOOT BUILDING.  IT IS 44.821 METERS,
 HF1291'147.050 FEET NORTH OF TRIANGULATION STATION OXFORD.  THE
 HF1291'TOP OF THE CENTER POLE WAS TRAVERSED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1377 ***********************************************************************
 HF1377  DESIGNATION -  RBN VIOLA VOA
 HF1377  PID         -  HF1377
 HF1377  STATE/COUNTY-  KS/SUMNER
 HF1377  USGS QUAD   -  CONWAY SPRINGS (1971)
 HF1377
 HF1377                         *CURRENT SURVEY CONTROL
 HF1377  ___________________________________________________________________
 HF1377* NAD 83(1997)-  37 26 26.12030(N)    097 38 19.43824(W)     ADJUSTED  
 HF1377* NAVD 88     -                                                        
 HF1377  ___________________________________________________________________
 HF1377  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 HF1377  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 HF1377
 HF1377  HORZ ORDER  -  THIRD
 HF1377
 HF1377.The horizontal coordinates were established by classical geodetic methods
 HF1377.and adjusted by the National Geodetic Survey in October 1998..
 HF1377
 HF1377
 HF1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1377
 HF1377.The geoid height was determined by GEOID03.
 HF1377
 HF1377;                    North         East     Units Scale Factor Converg.
 HF1377;SPC KS S     -   486,245.702   476,214.886   MT  0.99997036   +0 31 45.4
 HF1377;UTM  14      - 4,144,619.916   620,420.755   MT  0.99977862   +0 49 39.6
 HF1377
 HF1377                          SUPERSEDED SURVEY CONTROL
 HF1377
 HF1377  NAD 83(1997)-  37 26 26.12597(N)    097 38 19.43630(W) AD(       ) 4
 HF1377  NAD 83(1986)-  37 26 26.13004(N)    097 38 19.43276(W) AD(       ) 4
 HF1377  NAD 27      -  37 26 26.06596(N)    097 38 18.24529(W) AD(       ) 3
 HF1377
 HF1377.Superseded values are not recommended for survey control.
 HF1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1377.See file dsdata.txt to determine how the superseded data were derived.
 HF1377
 HF1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG2042144620(NAD 83)
 HF1377_MARKER: 61 = POLE
 HF1377
 HF1377  HISTORY     - Date     Condition        Report By
 HF1377  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1377
 HF1377                          STATION DESCRIPTION
 HF1377
 HF1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1377'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF VIOLA.  THE
 HF1377'RADIOBEACON CONSISTS OF A SMALL BUILDING AND TWO POLES ABOUT
 HF1377'30 FEET HIGH WITH A 3 FOOT POST BETWEEN THE POLES.  THE
 HF1377'POST BETWEEN THE POLES WAS TRAVERSED TO.  IT IS 87.085 METERS
 HF1377'FROM TRIANGULATION STATION LANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1337 ***********************************************************************
 JF1337  DESIGNATION -  READING
 JF1337  PID         -  JF1337
 JF1337  STATE/COUNTY-  KS/LYON
 JF1337  USGS QUAD   -  ALLEN SE (1972)
 JF1337
 JF1337                         *CURRENT SURVEY CONTROL
 JF1337  ___________________________________________________________________
 JF1337* NAD 83(1997)-  38 30 29.12352(N)    096 01 44.27420(W)     ADJUSTED  
 JF1337* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 JF1337  ___________________________________________________________________
 JF1337  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 JF1337  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JF1337
 JF1337  HORZ ORDER  -  SECOND
 JF1337
 JF1337.The horizontal coordinates were established by classical geodetic methods
 JF1337.and adjusted by the National Geodetic Survey in October 1998..
 JF1337
 JF1337.The orthometric height was scaled from a topographic map.
 JF1337
 JF1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1337
 JF1337.The geoid height was determined by GEOID03.
 JF1337
 JF1337;                    North         East     Units Scale Factor Converg.
 JF1337;SPC KS S     -   607,232.113   615,503.487   MT  0.99998894   +1 31 06.7
 JF1337;UTM  14      - 4,266,375.261   759,065.288   MT  1.00042659   +1 51 03.1
 JF1337;UTM  15      - 4,266,540.124   235,882.325   MT  1.00045915   -1 53 13.2
 JF1337
 JF1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1337!SPC KS S     -   0.99994378  x   0.99998894  =   0.99993272
 JF1337!UTM  14      -   0.99994378  x   1.00042659  =   1.00037035
 JF1337!UTM  15      -   0.99994378  x   1.00045915  =   1.00040291
 JF1337
 JF1337|---------------------------------------------------------------------|
 JF1337| PID    Reference Object                     Distance      Geod. Az  |
 JF1337|                                                           dddmmss.s |
 JF1337| JF1339 READING                              13.178 METERS 02541     |
 JF1337| JE1818 READING MUNICIPAL TANK              APPROX. 6.4 KM 0773931.5 |
 JF1337| CL6097 READING RM 1                         53.014 METERS 10347     |
 JF1337| CL6096 READING AZ MK                                      1592941.5 |
 JF1337| CL6098 READING RM 2                         72.884 METERS 33629     |
 JF1337|---------------------------------------------------------------------|
 JF1337
 JF1337                          SUPERSEDED SURVEY CONTROL
 JF1337
 JF1337  NAD 83(1986)-  38 30 29.13050(N)    096 01 44.27554(W) AD(       ) 2
 JF1337  NAD 27      -  38 30 29.08758(N)    096 01 43.30477(W) AD(       ) 2
 JF1337
 JF1337.Superseded values are not recommended for survey control.
 JF1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1337.See file dsdata.txt to determine how the superseded data were derived.
 JF1337
 JF1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5906566375(NAD 83)
 JF1337_MARKER: DS = TRIANGULATION STATION DISK
 JF1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1337
 JF1337  HISTORY     - Date     Condition        Report By
 JF1337  HISTORY     - 1956     MONUMENTED       CGS
 JF1337  HISTORY     - 1968     GOOD             CGS
 JF1337
 JF1337                          STATION DESCRIPTION
 JF1337
 JF1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1337'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF EMPORIA AND
 JF1337'4 MILES WEST OF READING, ON THE SOUTHEAST END OF A PROMINENT FLAT
 JF1337'TOP RIDGE, RUNNING NORTHWEST AND SOUTHEAST AND ON LAND OWNED BY
 JF1337'MR. CHARLES WAMSER.  IT IS ABOUT 0.2 MILE WEST OF THE WAMSER FARM
 JF1337'HOUSE.  THE MARK IS FLUSH AND THE DISK IS STAMPED READING 1956.
 JF1337'
 JF1337'TO REACH THE STATION FROM THE POST OFFICE IN READING, GO WEST ON
 JF1337'MAIN STREET FOR 1/2 BLOCK TO FLAG POLE IN CENTER OF STREET
 JF1337'INTERSECTION.  TURN RIGHT AND GO NORTH FOR 1 BLOCK TO THE
 JF1337'INTERSECTION WITH STATE HIGHWAY 70.  TURN LEFT AND GO WEST ON
 JF1337'STATE HIGHWAY 70 FOR 3.5 MILES TO A CROSSROAD.  TURN LEFT AND GO
 JF1337'SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO THE WAMSER FARM HOUSE IN
 JF1337'THE NORTHWEST ANGLE OF CROSSROAD.  TURN RIGHT AND GO WEST FOR
 JF1337'0.05 MILE TO THE ENTRANCE INTO THE GARAGE.  TURN RIGHT INTO
 JF1337'DRIVEWAY FOR ABOUT 50 FEET THEN LEFT, WEST FOR ABOUT 150 FEET
 JF1337'TO THE SOUTH ONE OF TWO WHITE PAINTED BOARD GATES JUST SOUTH OF
 JF1337'BARN.  PASS THROUGH BOARD GATE AND CONTINUE WEST UP LANE
 JF1337'FOR 0.05 MILE TO ANOTHER GATE.  PASS THROUGH GATE AND
 JF1337'CONTINUE WEST ON FIELD ROAD FOR 0.1 MILE.  TURN RIGHT AND GO
 JF1337'NORTH ACROSS PASTURE, UP HILL FOR 0.15 MILE TO HIGHEST
 JF1337'POINT AND STATION AS DESCRIBED.
 JF1337'
 JF1337'REFERENCE MARK 1 IS SET IN SADDLE EAST OF THE STATION.  IT IS A
 JF1337'U.S.G.S. REFERENCE MARK DISK WITH ARROW POINTING TOWARDS READING
 JF1337'(USGS) SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING
 JF1337'ABOUT 6 INCHES AND STAMPED READING NO 1 1956.
 JF1337'
 JF1337'REFERENCE MARK 2 IS SET ON THE RIDGE NORTH OF THE STATION AND ON
 JF1337'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A U.S.G.S.
 JF1337'REFERENCE MARK DISK WITH ARROW POINTING TOWARDS READING (USGS) SET
 JF1337'IN THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING ABOUT 6 INCHES
 JF1337'AND STAMPED READING NO 2 1956.
 JF1337'
 JF1337'READING (USGS) IS SET ON THE RIDGE NORTH OF THE STATION AND ON
 JF1337'ABOUT THE SAME ELEVATION AS THE STATION MARK.  IT IS 170.39 FEET
 JF1337'WEST OF REFERENCE MARK 1, 213.39 FEET SOUTHEAST OF REFERENCE MARK
 JF1337'2 AND 43.235 FEET NORTHEAST OF THE STATION.  THE MARK IS A
 JF1337'STANDARD U.S.G.S. STATION MARK DISK SET IN THE TOP OF A 6 X 6 INCH
 JF1337'CONCRETE POST PROJECTING ABOUT 3 INCHES AND STAMPED READING 1956.
 JF1337'
 JF1337'THE AZIMUTH MARK IS 28 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 JF1337'GRAVELED ROAD, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 JF1337'WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES
 JF1337'AND THE DISK IS STAMPED READING 1956.
 JF1337'
 JF1337'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD JUST SOUTH OF THE
 JF1337'WAMSER FARM HOUSE, GO SOUTH ON GRAVELED ROAD FOR 0.7 MILE TO THE
 JF1337'MARK ON THE EAST SIDE AS DESCRIBED.
 JF1337'
 JF1337'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1337
 JF1337                          STATION RECOVERY (1968)
 JF1337
 JF1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1337'THE STATION MARK, READING (USGS), REFERENCE MARK NO. 1, AND THE
 JF1337'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN
 JF1337'GOOD CONDITION.  REFERENCE MARK NO. 2 (USGS) WAS FOUND WITH THE
 JF1337'TOP BROKEN OFF.  THE DESCRIPTION WAS ADEQUATE FOR RECOVERY.
 JF1337'
 JF1337'A METAL WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
 JF1337'
 JF1337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4
 JF1337'MILES WEST OF READING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1339 ***********************************************************************
 JF1339  DESIGNATION -  READING
 JF1339  PID         -  JF1339
 JF1339  STATE/COUNTY-  KS/LYON
 JF1339  USGS QUAD   -  ALLEN SE (1972)
 JF1339
 JF1339                         *CURRENT SURVEY CONTROL
 JF1339  ___________________________________________________________________
 JF1339* NAD 83(1997)-  38 30 29.50865(N)    096 01 44.03840(W)     ADJUSTED  
 JF1339* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 JF1339  ___________________________________________________________________
 JF1339  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 JF1339  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 JF1339
 JF1339  HORZ ORDER  -  SECOND
 JF1339
 JF1339.The horizontal coordinates were established by classical geodetic methods
 JF1339.and adjusted by the National Geodetic Survey in October 1998..
 JF1339
 JF1339.The orthometric height was scaled from a topographic map.
 JF1339
 JF1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1339
 JF1339.The geoid height was determined by GEOID03.
 JF1339
 JF1339;                    North         East     Units Scale Factor Converg.
 JF1339;SPC KS S     -   607,244.135   615,508.883   MT  0.99998896   +1 31 06.8
 JF1339;UTM  14      - 4,266,387.320   759,070.617   MT  1.00042663   +1 51 03.3
 JF1339;UTM  15      - 4,266,551.810   235,888.429   MT  1.00045911   -1 53 13.1
 JF1339
 JF1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1339!SPC KS S     -   0.99994378  x   0.99998896  =   0.99993274
 JF1339!UTM  14      -   0.99994378  x   1.00042663  =   1.00037039
 JF1339!UTM  15      -   0.99994378  x   1.00045911  =   1.00040287
 JF1339
 JF1339                          SUPERSEDED SURVEY CONTROL
 JF1339
 JF1339  NAD 83(1986)-  38 30 29.51562(N)    096 01 44.03975(W) AD(       ) 2
 JF1339  NAD 27      -  38 30 29.47270(N)    096 01 43.06899(W) AD(       ) 2
 JF1339
 JF1339.Superseded values are not recommended for survey control.
 JF1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1339.See file dsdata.txt to determine how the superseded data were derived.
 JF1339
 JF1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH5907166387(NAD 83)
 JF1339_MARKER: DS = TRIANGULATION STATION DISK
 JF1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1339+STABILITY: SURFACE MOTION
 JF1339
 JF1339  HISTORY     - Date     Condition        Report By
 JF1339  HISTORY     - 1956     MONUMENTED       USGS
 JF1339
 JF1339                          STATION DESCRIPTION
 JF1339
 JF1339'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WNM)
 JF1339'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF EMPORIA AND
 JF1339'4 MILES WEST OF READING, NEAR THE SOUTHEAST END OF A PROMINENT
 JF1339'FLAT TOP RIDGE RUNNING NORTHWEST AND SOUTHEAST AND ON LAND OWNED
 JF1339'BY MR. CHARLES WAMSER.  IT IS ABOUT 0.2 MILE WEST OF THE WAMSER
 JF1339'FARM HOUSE.  THE MARK IS A STANDARD U.S.G.S. STATION MARK DISK
 JF1339'SET IN THE TOP OF A 6 X 6 INCH CONCRETE POST PROJECTING ABOUT 3
 JF1339'INCHES AND STAMPED READING 1956.
 JF1339'
 JF1339'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION READING
 JF1339'AND THE DISTANCE IS 13.1782 METERS, 43.235 FEET NORTHEAST OF
 JF1339'STATION READING.
 JF1339'
 JF1339'TO REACH THE STATION FROM THE POST OFFICE IN READING, GO WEST ON
 JF1339'MAIN STREET FOR 1/2 BLOCK TO FLAG POLE IN CENTER OF STREET
 JF1339'INTERSECTION.  TURN RIGHT AND GO NORTH FOR 1 BLOCK TO THE
 JF1339'INTERSECTION WITH STATE HIGHWAY 70.  TURN LEFT AND GO WEST ON
 JF1339'STATE HIGHWAY 70 FOR 3.5 MILES TO A CROSSROAD.  TURN LEFT AND GO
 JF1339'SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD AND THE
 JF1339'WAMSER FARM HOUSE IN THE NORTHWEST ANGLE.  TURN RIGHT AND GO
 JF1339'WEST FOR 0.05 MILE TO THE ENTRANCE INTO THE GARAGE.  TURN
 JF1339'RIGHT INTO DRIVEWAY FOR ABOUT 50 FEET, THEN LEFT, WEST FOR
 JF1339'ABOUT 150 FEET TO THE SOUTH ONE OF TWO WHITE PAINTED BOARD GATES
 JF1339'JUST SOUTH OF THE BARN.  PASS THROUGH BOARD GATE AND CONTINUE
 JF1339'WEST UP LANE FOR 0.05 MILE TO ANOTHER GATE.  PASS THROUGH GATE
 JF1339'AND CONTINUE WEST ON FIELD ROAD FOR 0.1 MILE.  TURN RIGHT
 JF1339'AND GO NORTH, UP HILL ACROSS PASTURE FOR 0.15 MILE TO THE
 JF1339'HIGHEST POINT AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1818 ***********************************************************************
 JE1818  DESIGNATION -  READING MUNICIPAL TANK
 JE1818  PID         -  JE1818
 JE1818  STATE/COUNTY-  KS/LYON
 JE1818  USGS QUAD   -  READING (1971)
 JE1818
 JE1818                         *CURRENT SURVEY CONTROL
 JE1818  ___________________________________________________________________
 JE1818* NAD 83(1997)-  38 31 13.11450(N)    095 57 27.88752(W)     ADJUSTED  
 JE1818* NAVD 88     -                                                        
 JE1818  ___________________________________________________________________
 JE1818  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 JE1818  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 JE1818
 JE1818  HORZ ORDER  -  THIRD
 JE1818
 JE1818.The horizontal coordinates were established by classical geodetic methods
 JE1818.and adjusted by the National Geodetic Survey in October 1998..
 JE1818
 JE1818
 JE1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1818
 JE1818.The geoid height was determined by GEOID03.
 JE1818
 JE1818;                    North         East     Units Scale Factor Converg.
 JE1818;SPC KS S     -   608,755.045   621,676.085   MT  0.99999116   +1 33 44.2
 JE1818;UTM  15      - 4,267,694.225   242,137.294   MT  1.00041893   -1 50 35.1
 JE1818;UTM  14      - 4,267,934.746   765,231.746   MT  1.00046641   +1 53 44.9
 JE1818
 JE1818                          SUPERSEDED SURVEY CONTROL
 JE1818
 JE1818  NAD 83(1986)-  38 31 13.12107(N)    095 57 27.88831(W) AD(       ) 4
 JE1818  NAD 27      -  38 31 13.07831(N)    095 57 26.92182(W) AD(       ) 3
 JE1818
 JE1818.Superseded values are not recommended for survey control.
 JE1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1818.See file dsdata.txt to determine how the superseded data were derived.
 JE1818
 JE1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC4213767694(NAD 83)
 JE1818_MARKER: 53 = ELEVATED TANK
 JE1818
 JE1818  HISTORY     - Date     Condition        Report By
 JE1818  HISTORY     - 1956     FIRST OBSERVED   CGS
 JE1818
 JE1818                          STATION DESCRIPTION
 JE1818
 JE1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JE1818'THE STATION IS THE FINIAL ON THE APEX OF THE MUNICIPAL WATER
 JE1818'TANK ROOF OF READING.  IT IS LOCATED ON THE NORTH SIDE OF THE
 JE1818'MAIN STREET AND JUST NORTH OF THE READING STATE BANK.  IT IS
 JE1818'SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE AND THE OVERALL
 JE1818'HEIGHT IS ABOUT 120 FEET.  THE TANK IS PAINTED ALUMINUM WITH
 JE1818'BLACK LETTERING READING ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1268 ***********************************************************************
 KE1268  DESIGNATION -  REAMER
 KE1268  PID         -  KE1268
 KE1268  STATE/COUNTY-  KS/JACKSON
 KE1268  USGS QUAD   -  NETAWAKA (1961)
 KE1268
 KE1268                         *CURRENT SURVEY CONTROL
 KE1268  ___________________________________________________________________
 KE1268* NAD 83(1997)-  39 31 01.13867(N)    095 44 19.53916(W)     ADJUSTED  
 KE1268* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 KE1268  ___________________________________________________________________
 KE1268  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 KE1268  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 KE1268
 KE1268  HORZ ORDER  -  SECOND
 KE1268
 KE1268.The horizontal coordinates were established by classical geodetic methods
 KE1268.and adjusted by the National Geodetic Survey in October 1998..
 KE1268
 KE1268.The orthometric height was scaled from a topographic map.
 KE1268
 KE1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1268
 KE1268.The geoid height was determined by GEOID03.
 KE1268
 KE1268;                    North         East     Units Scale Factor Converg.
 KE1268;SPC KS N     -   133,828.081   594,423.064   MT  0.99996762   +1 25 50.6
 KE1268;UTM  15      - 4,377,731.272   264,564.115   MT  1.00028251   -1 44 36.6
 KE1268
 KE1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1268!SPC KS N     -   0.99995008  x   0.99996762  =   0.99991770
 KE1268!UTM  15      -   0.99995008  x   1.00028251  =   1.00023258
 KE1268
 KE1268|---------------------------------------------------------------------|
 KE1268| PID    Reference Object                     Distance      Geod. Az  |
 KE1268|                                                           dddmmss.s |
 KE1268| CL8253 REAMER RM 2                          25.981 METERS 11404     |
 KE1268| KE1209 DENISON                             APPROX.19.3 KM 1533346.1 |
 KE1268| KE1211 HOLTON COOP ELEVATOR                APPROX. 5.8 KM 1705602.7 |
 KE1268| KE1210 HOLTON MUNICIPAL STANDPIPE          APPROX. 5.7 KM 1893834.5 |
 KE1268| CL8252 REAMER RM 1                          24.422 METERS 29223     |
 KE1268|---------------------------------------------------------------------|
 KE1268
 KE1268                          SUPERSEDED SURVEY CONTROL
 KE1268
 KE1268  NAD 83(1997)-  39 31 01.14573(N)    095 44 19.53631(W) AD(       ) 2
 KE1268  NAD 83(1986)-  39 31 01.14535(N)    095 44 19.53528(W) AD(       ) 2
 KE1268  NAD 27      -  39 31 01.16770(N)    095 44 18.59420(W) AD(       ) 2
 KE1268
 KE1268.Superseded values are not recommended for survey control.
 KE1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1268.See file dsdata.txt to determine how the superseded data were derived.
 KE1268
 KE1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD6456477731(NAD 83)
 KE1268_MARKER: DS = TRIANGULATION STATION DISK
 KE1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1268
 KE1268  HISTORY     - Date     Condition        Report By
 KE1268  HISTORY     - 1960     MONUMENTED       CGS
 KE1268
 KE1268                          STATION DESCRIPTION
 KE1268
 KE1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1268'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH OF HOLTON, ON THE
 KE1268'WEST SIDE OF A NORTH-SOUTH SECTION LINE ROAD.
 KE1268'
 KE1268'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 75
 KE1268'AND STATE HIGHWAY 16 IN HOLTON, GO NORTH ON U.S. HIGHWAY 75 FOR
 KE1268'3.5 MILES TO A DIRT ROAD ON THE RIGHT, TURN RIGHT AND GO EAST FOR
 KE1268'0.5 MILE TO A ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.3 MILE
 KE1268'TO THE STATION ON THE RIGHT.
 KE1268'
 KE1268'THE STATION MARK IS A STANDARD DISK STAMPED REAMER 1960, SET IN A
 KE1268'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 20 FEET
 KE1268'WEST OF THE CENTER OF THE ROAD, 3.8 FEET NORTHEAST OF A WITNESS
 KE1268'POST AND 2.5 FEET EAST OF A FENCE.
 KE1268'
 KE1268'RM 1 IS A STANDARD DISK STAMPED REAMER NO 1 1960, SET IN A SQUARE
 KE1268'CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 1 FOOT EAST
 KE1268'OF THE FENCE.
 KE1268'
 KE1268'RM 2 IS A STANDARD DISK STAMPED REAMER NO 2 1960, SET IN A SQUARE
 KE1268'CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS 1 FOOT EAST OF
 KE1268'THE FENCE.
 KE1268'
 KE1268'NO AZIMUTH MARK WAS SET AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1503 ***********************************************************************
 JF1503  DESIGNATION -  RED
 JF1503  PID         -  JF1503
 JF1503  STATE/COUNTY-  KS/DICKINSON
 JF1503  USGS QUAD   -  CARLTON (1985)
 JF1503
 JF1503                         *CURRENT SURVEY CONTROL
 JF1503  ___________________________________________________________________
 JF1503* NAD 83(1997)-  38 37 54.73448(N)    097 19 44.73540(W)     ADJUSTED  
 JF1503* NAVD 88     -       481.     (meters)    1578.     (feet)  SCALED    
 JF1503  ___________________________________________________________________
 JF1503  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 JF1503  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 JF1503
 JF1503  HORZ ORDER  -  SECOND
 JF1503
 JF1503.The horizontal coordinates were established by classical geodetic methods
 JF1503.and adjusted by the National Geodetic Survey in October 1998..
 JF1503
 JF1503.The orthometric height was scaled from a topographic map.
 JF1503
 JF1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1503
 JF1503.The geoid height was determined by GEOID03.
 JF1503
 JF1503;                    North         East     Units Scale Factor Converg.
 JF1503;SPC KS N     -    33,357.295   458,418.527   MT  1.00001477   +0 25 28.2
 JF1503;SPC KS S     -   618,756.973   501,953.644   MT  1.00001355   +0 43 10.4
 JF1503;UTM  14      - 4,277,250.358   645,438.085   MT  0.99986048   +1 02 36.1
 JF1503
 JF1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1503!SPC KS N     -   0.99992902  x   1.00001477  =   0.99994379
 JF1503!SPC KS S     -   0.99992902  x   1.00001355  =   0.99994257
 JF1503!UTM  14      -   0.99992902  x   0.99986048  =   0.99978951
 JF1503
 JF1503|---------------------------------------------------------------------|
 JF1503| PID    Reference Object                     Distance      Geod. Az  |
 JF1503|                                                           dddmmss.s |
 JF1503| CL6102 RED RM 1                             23.018 METERS 08816     |
 JF1503| JF1618 TOWER                               APPROX.21.3 KM 2450723.0 |
 JF1503| CL6103 RED RM 2                             10.607 METERS 26016     |
 JF1503|---------------------------------------------------------------------|
 JF1503
 JF1503                          SUPERSEDED SURVEY CONTROL
 JF1503
 JF1503  NAD 83(1986)-  38 37 54.74363(N)    097 19 44.73675(W) AD(       ) 2
 JF1503  NAD 27      -  38 37 54.72920(N)    097 19 43.64170(W) AD(       ) 2
 JF1503
 JF1503.Superseded values are not recommended for survey control.
 JF1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1503.See file dsdata.txt to determine how the superseded data were derived.
 JF1503
 JF1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH4543877250(NAD 83)
 JF1503_MARKER: DS = TRIANGULATION STATION DISK
 JF1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1503_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JF1503
 JF1503  HISTORY     - Date     Condition        Report By
 JF1503  HISTORY     - 1961     MONUMENTED       CGS
 JF1503  HISTORY     - 1968     GOOD             CGS
 JF1503
 JF1503                          STATION DESCRIPTION
 JF1503
 JF1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WWH)
 JF1503'THE STATION IS LOCATED ON A HIGH ROUND HILL WHICH IS 7-1/2 MILES
 JF1503'SOUTHEAST OF GYPSUM, 5 MILES SOUTHWEST OF CARLTON ON THE NORTH
 JF1503'END AND ON THE NORTH ONE OF SEVERAL PROMINENT HILLS IN THE
 JF1503'VICINITY.
 JF1503'
 JF1503'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY 4 AND
 JF1503'A PAVED NORTH-SOUTH ROAD WHICH IS 1/4 MILE SOUTHWEST OF CARLTON,
 JF1503'GO SOUTH ON PAVED ROAD FOR 2.9 MILES TO A CROSSROAD, TURN RIGHT AND
 JF1503'GO WEST ON DIRT ROAD FOR 1.45 MILES TO THE TOP OF RISE AND TWO
 JF1503'GATES ON THE LEFT, TURN LEFT AND PASS THROUGH THE WEST ONE OF THE
 JF1503'TWO GATES AND GO SOUTH ON TRACK ROAD FOR 0.1 MILE TO A SMALL
 JF1503'POND ON THE LEFT, TURN RIGHT AND GO WEST-SOUTHWEST FOR 0.3 MILE
 JF1503'TO A GATE IN A EAST-WEST FENCE, PASS THROUGH GATE AND GO
 JF1503'SOUTH FOR 0.2 MILE TO A DIM FORK AT THE BASE OF HILL, TURN
 JF1503'LEFT UP HILL TO THE HIGHEST POINT AND THE STATION SITE ON
 JF1503'THE HIGHEST POINT.
 JF1503'
 JF1503'THE STATION MARKS ARE STANDARD DISKS STAMPED RED 1961, THE
 JF1503'SURFACE DISK IS SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 JF1503'THAT IS FLUSH WITH GROUND.
 JF1503'
 JF1503'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 JF1503'BEDROCK, STAMPED RED NO 1 1961.  IT IS ON THE EAST SLOPE OF
 JF1503'HILL AND 3 FEET LOWER THAN THE STATION MARK.
 JF1503'
 JF1503'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 JF1503'BEDROCK, STAMPED RED NO 2 1961.  IT IS ON THE WEST SLOPE OF
 JF1503'HILL AND 4 FEET LOWER THAN THE STATION MARK.
 JF1503'
 JF1503'NO AZIMUTH MARK WAS SET AT THIS STATION.
 JF1503
 JF1503                          STATION RECOVERY (1968)
 JF1503
 JF1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1503'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 JF1503'WERE RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION AND ALL
 JF1503'MARKS WERE FOUND IN GOOD CONDITION.  THE 1961 DESCRIPTION WAS
 JF1503'FOUND ADEQUATE FOR RECOVERY.  NO AZIMUTH MARK WAS SET AT THE
 JF1503'STATION IN 1961.  THE GYPSUM, MUNICIPAL WATER TANK WAS USED FOR
 JF1503'THE AZIMUTH MARK AND ALSO STATION ELMO 1961 IS VISIBLE FROM
 JF1503'THE GROUND.
 JF1503'
 JF1503'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 JF1503'SOUTHWEST OF CARLTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1405 ***********************************************************************
 HF1405  DESIGNATION -  RED BARN NEAR SEC 13 S GABLE
 HF1405  PID         -  HF1405
 HF1405  STATE/COUNTY-  KS/HARPER
 HF1405  USGS QUAD   -  BLUFF CITY WEST (1971)
 HF1405
 HF1405                         *CURRENT SURVEY CONTROL
 HF1405  ___________________________________________________________________
 HF1405* NAD 83(1997)-  37 01 00.93435(N)    097 54 00.66339(W)     ADJUSTED  
 HF1405* NAVD 88     -                                                        
 HF1405  ___________________________________________________________________
 HF1405  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 HF1405  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HF1405
 HF1405  HORZ ORDER  -  THIRD
 HF1405
 HF1405.The horizontal coordinates were established by classical geodetic methods
 HF1405.and adjusted by the National Geodetic Survey in October 1998..
 HF1405
 HF1405
 HF1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1405
 HF1405.The geoid height was determined by GEOID03.
 HF1405
 HF1405;                    North         East     Units Scale Factor Converg.
 HF1405;SPC KS S     -   439,046.012   453,381.516   MT  1.00005847   +0 22 07.0
 HF1405;UTM  14      - 4,097,315.426   597,837.251   MT  0.99971792   +0 39 43.9
 HF1405
 HF1405                          SUPERSEDED SURVEY CONTROL
 HF1405
 HF1405  NAD 83(1997)-  37 01 00.93677(N)    097 54 00.66535(W) AD(       ) 4
 HF1405  NAD 83(1986)-  37 01 00.94145(N)    097 54 00.65616(W) AD(       ) 4
 HF1405  NAD 27      -  37 01 00.85000(N)    097 53 59.44600(W) AD(       ) 3
 HF1405
 HF1405.Superseded values are not recommended for survey control.
 HF1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1405.See file dsdata.txt to determine how the superseded data were derived.
 HF1405
 HF1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNF9783797315(NAD 83)
 HF1405_MARKER: 81 = GABLE
 HF1405
 HF1405  HISTORY     - Date     Condition        Report By
 HF1405  HISTORY     - 1902     FIRST OBSERVED   CGS
 HF1405  HISTORY     - 1934     GOOD             CGS
 HF1405
 HF1405                          STATION DESCRIPTION
 HF1405
 HF1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CLG)
 HF1405'THE ONLY BARN BUILT PRIOR TO 1902 AND THAT WILL APPROXIMATELY
 HF1405'FILL DESCRIPTION IS ON LAND OCCUPIED BY WALTER ROACH.  THIS
 HF1405'ROOF HAS NOT BEEN CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG1006 ***********************************************************************
 HG1006  DESIGNATION -  RED BRICK CHURCH LONE SPIRE
 HG1006  PID         -  HG1006
 HG1006  STATE/COUNTY-  KS/HODGEMAN
 HG1006  USGS QUAD   -  OFFERLE NW (1972)
 HG1006
 HG1006                         *CURRENT SURVEY CONTROL
 HG1006  ___________________________________________________________________
 HG1006* NAD 83(1997)-  37 59 06.85030(N)    099 38 32.39429(W)     ADJUSTED  
 HG1006* NAVD 88     -                                                        
 HG1006  ___________________________________________________________________
 HG1006  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 HG1006  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 HG1006
 HG1006  HORZ ORDER  -  THIRD
 HG1006
 HG1006.The horizontal coordinates were established by classical geodetic methods
 HG1006.and adjusted by the National Geodetic Survey in October 1998..
 HG1006
 HG1006
 HG1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG1006
 HG1006.The geoid height was determined by GEOID03.
 HG1006
 HG1006;                    North         East     Units Scale Factor Converg.
 HG1006;SPC KS S     -   546,956.113   299,654.952   MT  0.99993661   -0 42 07.2
 HG1006;UTM  14      - 4,204,371.548   443,593.395   MT  0.99963919   -0 23 43.2
 HG1006
 HG1006                          SUPERSEDED SURVEY CONTROL
 HG1006
 HG1006  NAD 83(1997)-  37 59 06.85863(N)    099 38 32.39415(W) AD(       ) 4
 HG1006  NAD 83(1986)-  37 59 06.85783(N)    099 38 32.39820(W) AD(       ) 4
 HG1006  NAD 27      -  37 59 06.80280(N)    099 38 30.93040(W) AD(       ) 3
 HG1006
 HG1006.Superseded values are not recommended for survey control.
 HG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG1006.See file dsdata.txt to determine how the superseded data were derived.
 HG1006
 HG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH4359304372(NAD 83)
 HG1006_MARKER: 90 = CHURCH SPIRE
 HG1006_SETTING: 0 = UNSPECIFIED SETTING
 HG1006
 HG1006  HISTORY     - Date     Condition        Report By
 HG1006  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG1006
 HG1006                          STATION DESCRIPTION
 HG1006
 HG1006'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1705 ***********************************************************************
 JE1705  DESIGNATION -  RED STAR
 JE1705  PID         -  JE1705
 JE1705  STATE/COUNTY-  KS/ANDERSON
 JE1705  USGS QUAD   -  BUSH CITY (1983)
 JE1705
 JE1705                         *CURRENT SURVEY CONTROL
 JE1705  ___________________________________________________________________
 JE1705* NAD 83(1997)-  38 08 51.31175(N)    095 10 04.66278(W)     ADJUSTED  
 JE1705* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 JE1705  ___________________________________________________________________
 JE1705  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 JE1705  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 JE1705
 JE1705  HORZ ORDER  -  SECOND
 JE1705
 JE1705.The horizontal coordinates were established by classical geodetic methods
 JE1705.and adjusted by the National Geodetic Survey in October 1998..
 JE1705
 JE1705.The orthometric height was scaled from a topographic map.
 JE1705
 JE1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1705
 JE1705.The geoid height was determined by GEOID03.
 JE1705
 JE1705;                    North         East     Units Scale Factor Converg.
 JE1705;SPC KS S     -   569,579.025   691,995.074   MT  0.99994395   +2 02 51.5
 JE1705;UTM  15      - 4,224,410.869   310,029.988   MT  1.00004448   -1 20 22.3
 JE1705
 JE1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1705!SPC KS S     -   0.99994766  x   0.99994395  =   0.99989161
 JE1705!UTM  15      -   0.99994766  x   1.00004448  =   0.99999213
 JE1705
 JE1705|---------------------------------------------------------------------|
 JE1705| PID    Reference Object                     Distance      Geod. Az  |
 JE1705|                                                           dddmmss.s |
 JE1705| CL6108 RED STAR RM 1                        22.406 METERS 00223     |
 JE1705| CL6107 RED STAR AZ MK                                     1734606.6 |
 JE1705| CL6109 RED STAR RM 2                        11.985 METERS 27218     |
 JE1705| JE1706 WELDA RESET                         APPROX. 9.9 KM 2925056.8 |
 JE1705|---------------------------------------------------------------------|
 JE1705
 JE1705                          SUPERSEDED SURVEY CONTROL
 JE1705
 JE1705  NAD 83(1997)-  38 08 51.31783(N)    095 10 04.66171(W) AD(       ) 2
 JE1705  NAD 83(1986)-  38 08 51.31829(N)    095 10 04.65943(W) AD(       ) 2
 JE1705  NAD 27      -  38 08 51.22000(N)    095 10 03.74900(W) AD(       ) 2
 JE1705
 JE1705.Superseded values are not recommended for survey control.
 JE1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1705.See file dsdata.txt to determine how the superseded data were derived.
 JE1705
 JE1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC1003024411(NAD 83)
 JE1705_MARKER: DS = TRIANGULATION STATION DISK
 JE1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JE1705+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2003
 JE1705
 JE1705  HISTORY     - Date     Condition        Report By
 JE1705  HISTORY     - 1948     MONUMENTED       CGS
 JE1705  HISTORY     - 1970     GOOD             NGS
 JE1705  HISTORY     - 20031022 GOOD             SKW
 JE1705
 JE1705                          STATION DESCRIPTION
 JE1705
 JE1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1705'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF GARNETT,
 JE1705'4 MILES NORTH OF KINCAID, 0.5 MILE SOUTH OF RED STAR SCHOOL,
 JE1705'360 FEET NORTH OF A FARM HOUSE, 20 FEET EAST OF THE CENTER
 JE1705'OF A GRADED ROAD, AND 2 FEET WEST OF A FENCE LINE.  IT IS
 JE1705'SET FLUSH WITH THE GROUND AND IS STAMPED RED STAR 1948.
 JE1705'
 JE1705'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE LINE AND IS
 JE1705'22 FEET EAST OF THE CENTER OF A GRADED ROAD.  IT PROJECTS 6
 JE1705'INCHES AND IS STAMPED RED STAR NO 1 1948.
 JE1705'
 JE1705'REFERENCE MARK NO. 2 IS 18 FEET WEST OF THE CENTER OF A
 JE1705'GRADED ROAD AND 1.0 FOOT EAST OF A FENCE.  IT PROJECTS 3
 JE1705'INCHES AND IS STAMPED RED STAR NO 2 1948.
 JE1705'
 JE1705'AZIMUTH MARK IS 0.05 MILE EAST OF THE CENTER OF A CROSSROAD, 19
 JE1705'FEET NORTH OF THE CENTER OF A GRAVELED ROAD, AND IS DIRECTLY
 JE1705'UNDER AN EAST-WEST FENCE.  IT PROJECTS 3 INCHES AND IS STAMPED
 JE1705'RED STAR 1948.
 JE1705'
 JE1705'TO REACH THE STATION FROM THE INTERSECTION OF THE MAIN STREET
 JE1705'IN KINCAID AND STATE HIGHWAY 52, GO NORTH ON MAIN STREET
 JE1705'FOR 50 FEET, TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE
 JE1705'NORTHWEST CORNER OF THE RAILROAD UNDERPASS, TURN LEFT AND
 JE1705'GO NORTH 3.9 MILES TO A T ROAD WEST, TURN LEFT AND GO WEST
 JE1705'1.0 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH FOR 0.5 MILE
 JE1705'TO THE STATION ON THE RIGHT AS DESCRIBED.
 JE1705'
 JE1705'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH FOR
 JE1705'0.5 MILE TO A CROSSROAD, TURN LEFT, EAST, AND GO 0.05 MILE
 JE1705'TO THE MARK ON THE LEFT AS DESCRIBED.
 JE1705'
 JE1705'AN 87 FOOT SIGNAL AT WELDA IS VISIBLE AT 4 FEET.
 JE1705'
 JE1705'A 74 FOOT SIGNAL AT SUGAR IS VISIBLE AT 4 FEET.
 JE1705'
 JE1705'AN 87 FOOT SIGNAL AT OSBORN IS VISIBLE AT 37 FEET.
 JE1705'
 JE1705'AN 87 FOOT SIGNAL AT BLUE MOUND IS VISIBLE AT 37 FEET.
 JE1705'
 JE1705'A 74 FOOT SIGNAL AT KINCAID E. BASE IS VISIBLE AT 37 FEET.
 JE1705'
 JE1705'A 74 FOOT SIGNAL AT KINCAID W. BASE IS VISIBLE AT 4 FEET.
 JE1705'
 JE1705'A 74 FOOT SIGNAL AT LONE ELM IS VISIBLE AT 37 FEET.
 JE1705'
 JE1705'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1705
 JE1705                          STATION RECOVERY (1970)
 JE1705
 JE1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JE1705'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 JE1705'NO. 2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JE1705'THE AZIMUTH MARK WAS FOUND DESTROYED AND THE DISK WAS RECOVERED.
 JE1705'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY EXCEPT THE
 JE1705'OLD HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION IS GONE.
 JE1705'
 JE1705'THE STATION IS 6 FEET WEST OF A FENCE AND 1 FOOT NORTH OF A
 JE1705'METAL WITNESS POST.
 JE1705'
 JE1705'REFERENCE MARK NO. 2 IS 5 FEET WEST OF A FENCE.
 JE1705'
 JE1705'NO OBJECTS WERE VISIBLE FROM THE STATION SO A NEW AZIMUTH MARK
 JE1705'WAS NOT SET.
 JE1705'
 JE1705'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4
 JE1705'MILES NORTH OF KINCAID.
 JE1705
 JE1705                          STATION RECOVERY (2003)
 JE1705
 JE1705'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC)
 JE1705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0980 ***********************************************************************
 HG0980  DESIGNATION -  REDOUBT
 HG0980  PID         -  HG0980
 HG0980  STATE/COUNTY-  KS/CLARK
 HG0980  USGS QUAD   -  ASHLAND SE (1972)
 HG0980
 HG0980                         *CURRENT SURVEY CONTROL
 HG0980  ___________________________________________________________________
 HG0980* NAD 83(1997)-  37 00 29.55248(N)    099 47 18.65230(W)     ADJUSTED  
 HG0980* NAVD 88     -       609.     (meters)    1998.     (feet)  SCALED    
 HG0980  ___________________________________________________________________
 HG0980  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 HG0980  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 HG0980
 HG0980  HORZ ORDER  -  SECOND
 HG0980
 HG0980.The horizontal coordinates were established by classical geodetic methods
 HG0980.and adjusted by the National Geodetic Survey in October 1998..
 HG0980
 HG0980.The orthometric height was scaled from a topographic map.
 HG0980
 HG0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0980
 HG0980.The geoid height was determined by GEOID03.
 HG0980
 HG0980;                    North         East     Units Scale Factor Converg.
 HG0980;SPC KS S     -   438,699.306   285,316.172   MT  1.00006085   -0 47 30.6
 HG0980;SPC OK N     -   224,295.395   440,819.015   MT  1.00005300   -1 03 19.8
 HG0980;SPC OK N     -   735,875.81  1,446,253.72   sFT  1.00005300   -1 03 19.8
 HG0980;UTM  14      - 4,096,073.600   429,848.006   MT  0.99966062   -0 28 28.7
 HG0980
 HG0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0980!SPC KS S     -   0.99990873  x   1.00006085  =   0.99996958
 HG0980!SPC OK N     -   0.99990873  x   1.00005300  =   0.99996173
 HG0980!UTM  14      -   0.99990873  x   0.99966062  =   0.99956938
 HG0980
 HG0980                          SUPERSEDED SURVEY CONTROL
 HG0980
 HG0980  NAD 83(1997)-  37 00 29.55886(N)    099 47 18.65232(W) AD(       ) 2
 HG0980  NAD 83(1986)-  37 00 29.55149(N)    099 47 18.64818(W) AD(       ) 2
 HG0980  NAD 27      -  37 00 29.44250(N)    099 47 17.18490(W) AD(       ) 2
 HG0980
 HG0980.Superseded values are not recommended for survey control.
 HG0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0980.See file dsdata.txt to determine how the superseded data were derived.
 HG0980
 HG0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMF2984896074(NAD 83)
 HG0980_MARKER: B = BOLT
 HG0980_SETTING: 0 = UNSPECIFIED SETTING
 HG0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0980
 HG0980  HISTORY     - Date     Condition        Report By
 HG0980  HISTORY     - 1970     MONUMENTED       BOR
 HG0980
 HG0980                          STATION DESCRIPTION
 HG0980
 HG0980'DESCRIBED BY US BUREAU OF RECLAMATION 1970 (CAA)
 HG0980'THE STATION IS LOCATED AIRLINE ABOUT 12 MILES SOUTH OF ASHLAND, 11
 HG0980'MILES EAST OF ENGLEWOOD ON PASTURE LAND OWNED BY MR. DUNNE AND ON
 HG0980'THE HIGHEST POINT OF A KNOLL.
 HG0980'
 HG0980'THE MARK, A 1-INCH BOLT WITH A PUNCH HOLE IN THE CENTER (NO
 HG0980'STAMPING), IS A U. S. BUREAU OF RECLAMATION TRIANGULATION STATION
 HG0980'REDOUBT, SET IN THE TOP OF A 4-INCH CYLINDRICAL CONCRETE POST THAT IS
 HG0980'FLUSH WITH THE GROUND SURFACE.  THIS WAS USED AS REFERENCE MARK 2
 HG0980'IN THE LOCATION OF STATION DUNNE, THE TRAVERSE CONNECTION BEING
 HG0980'28.63 FEET OR 8.725 METERS.
 HG0980'
 HG0980'THE TO REACH WRITTEN IN THE DESCRIPTION FOR TRIANGULATION STATION
 HG0980'DUNNE WILL BE SATISFACTORY FOR REDOUBT (USBR).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1252 ***********************************************************************
 HF1252  DESIGNATION -  REED 2
 HF1252  PID         -  HF1252
 HF1252  STATE/COUNTY-  KS/SEDGWICK
 HF1252  USGS QUAD   -  WICHITA WEST (1982)
 HF1252
 HF1252                         *CURRENT SURVEY CONTROL
 HF1252  ___________________________________________________________________
 HF1252* NAD 83(1997)-  37 39 54.19492(N)    097 26 04.76795(W)     ADJUSTED  
 HF1252* NAVD 88     -       406.6    (meters)    1334.     (feet)  VERTCON   
 HF1252  ___________________________________________________________________
 HF1252  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 HF1252  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 HF1252
 HF1252  HORZ ORDER  -  FIRST
 HF1252
 HF1252.The horizontal coordinates were established by classical geodetic methods
 HF1252.and adjusted by the National Geodetic Survey in October 1998..
 HF1252
 HF1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1252
 HF1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1252
 HF1252.The geoid height was determined by GEOID03.
 HF1252
 HF1252;                    North         East     Units Scale Factor Converg.
 HF1252;SPC KS S     -   511,342.529   493,988.454   MT  0.99994558   +0 39 16.9
 HF1252;UTM  14      - 4,169,805.688   638,059.984   MT  0.99983477   +0 57 23.9
 HF1252
 HF1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1252!SPC KS S     -   0.99994071  x   0.99994558  =   0.99988629
 HF1252!UTM  14      -   0.99994071  x   0.99983477  =   0.99977549
 HF1252
 HF1252|---------------------------------------------------------------------|
 HF1252| PID    Reference Object                     Distance      Geod. Az  |
 HF1252|                                                           dddmmss.s |
 HF1252| HF1250 REED                                177.929 METERS 03141     |
 HF1252| CL6111 REED AZ MK RESET                                   0883007.6 |
 HF1252| CL6119 REED 2 RM 5                          19.570 METERS 09009     |
 HF1252| CL6114 REED RM 3                             4.810 METERS 09607     |
 HF1252| HF1225 WICHITA MC CONNELL AFB TK           APPROX.16.5 KM 1013204.0 |
 HF1252| HF1215 WICHITA BOEING AIRCRAFT N TK        APPROX.14.0 KM 1052800.0 |
 HF1252| HF1254 WICHITA CESSNA AIRCRAFT TANK        APPROX. 3.7 KM 1472601.6 |
 HF1252| HF1257 WICHITA NOAA RADAR WSR DOME         APPROX. 1.1 KM 1510022.3 |
 HF1252| CL6120 REED 2 RM 6                          25.244 METERS 26736     |
 HF1252|---------------------------------------------------------------------|
 HF1252
 HF1252                          SUPERSEDED SURVEY CONTROL
 HF1252
 HF1252  NAD 83(1997)-  37 39 54.20210(N)    097 26 04.76399(W) AD(       ) 1
 HF1252  NAD 83(1986)-  37 39 54.20609(N)    097 26 04.76394(W) AD(       ) 1
 HF1252  NAD 27      -  37 39 54.15725(N)    097 26 03.59334(W) AD(       ) 1
 HF1252  NGVD 29 (07/19/86)  406.5    (m)         1334.     (f) VERT ANG       
 HF1252
 HF1252.Superseded values are not recommended for survey control.
 HF1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1252.See file dsdata.txt to determine how the superseded data were derived.
 HF1252
 HF1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG3806069806(NAD 83)
 HF1252_MARKER: DS = TRIANGULATION STATION DISK
 HF1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1252
 HF1252  HISTORY     - Date     Condition        Report By
 HF1252  HISTORY     - 1962     MONUMENTED       CGS
 HF1252  HISTORY     - 1970     GOOD             NGS
 HF1252  HISTORY     - 1972     GOOD             NGS
 HF1252  HISTORY     - 1973     GOOD             NGS
 HF1252  HISTORY     - 1978     GOOD             NGS
 HF1252
 HF1252                          STATION DESCRIPTION
 HF1252
 HF1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CJB)
 HF1252'STATION IS LOCATED ABOUT 5 MILES WEST OF THE CENTER OF THE CITY
 HF1252'OF WICHITA AND 1/2 MILE SOUTH OF U.S. HIGHWAY 54 ALONG THE
 HF1252'NORTH BOUNDARY FOR THE MUNICIPAL AIRPORT IN THE SE 1/4 OF SEC.
 HF1252'28, T. 27 S, R 1 W, ABOUT 1/2 MILE WEST OF THE AIRPORT BEACON,
 HF1252'44 FEET SOUTH OF THE CENTER OF HARRY STREET WHICH IS THE
 HF1252'PRESENT GRAVEL ROAD ALONG THE NORTH SIDE OF THE AIRPORT, 30
 HF1252'FEET EAST OF THE CENTER OF GATE LEADING INTO THE AIRPORT,
 HF1252'24 FEET SOUTH-SOUTHEAST OF A POWER POLE, 22 FEET EAST OF EAST
 HF1252'GATE POST, AND 2 FEET NORTH OF FENCE AND A STEEL WITNESS
 HF1252'POST.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 HF1252'STAMPED REED 2 1962.
 HF1252'
 HF1252'REFERENCE MARK NO. 3 IS 38 FEET EAST OF EAST GATE POST AND 1
 HF1252'FOOT NORTH OF FENCE.  THE MARK IS FLUSH AND THE DISK IS
 HF1252'STAMPED REED 1940 NO 3.
 HF1252'
 HF1252'REFERENCE MARK NO. 5 IS 86 FEET EAST OF EAST GATE POST, 1 FOOT
 HF1252'NORTH OF FENCE, AND 1 FOOT EAST OF STEEL WITNESS POST.  THE MARK
 HF1252'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 HF1252'REED 2 NO 5 1962.
 HF1252'
 HF1252'REFERENCE MARK NO. 6 IS 43 FEET WEST OF A WEST GATE POST, 1
 HF1252'FOOT NORTH OF A FENCE, AND 1 FOOT EAST OF A STEEL WITNESS POST.
 HF1252'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE
 HF1252'DISK IS STAMPED REED 2 NO 6 1962.
 HF1252'
 HF1252'AZIMUTH MARK (RESET) IS 0.5 MILE EAST OF THE STATION AND ABOUT
 HF1252'100 FEET NORTH OF THE AIRPORT BEACON, 62 FEET WEST OF THE
 HF1252'CENTER OF RIDGE ROAD, 46 FEET SOUTH OF THE CENTER OF HARRY
 HF1252'STREET, 2 FEET WEST OF A STEEL WITNESS POST, AND 1 FOOT NORTH OF
 HF1252'FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 HF1252'AND THE DISK IS STAMPED REED 1940 RESET 1962.
 HF1252'
 HF1252'TO REACH THE STATION FROM THE NORTH ENTRANCE TO THE NEW WICHITA
 HF1252'MUNICIPAL AIRPORT, GO WEST ON HARRY STREET ALONG THE NORTH
 HF1252'BOUNDARY OF THE AIRPORT TO THE AZIMUTH MARK AND THE AIRPORT
 HF1252'BEACON ON THE LEFT.  CONTINUE WEST ON GRAVEL ROAD FOR 0.5
 HF1252'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 HF1252'
 HF1252'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HF1252
 HF1252                          STATION RECOVERY (1970)
 HF1252
 HF1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HF1252'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 5,
 HF1252'REFERENCE MARK NO. 6, AND THE AZIMUTH MARK WERE RECOVERED AS
 HF1252'DESCRIBED IN 1962 DESCRIPTION AND ALL MARKS WERE FOUND IN
 HF1252'GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 HF1252'RECOVERY.
 HF1252'
 HF1252'AIRLINE DISTANCE ADN DIRECTION FROM NEAREST TOWN- ABOUT 5
 HF1252'MILES WEST OF WICHITA.
 HF1252
 HF1252                          STATION RECOVERY (1972)
 HF1252
 HF1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 HF1252'THE STATION MARK, REFERENCE MARKS 3, 5, 6 AND THE AZIMUTH
 HF1252'MARK WERE RECOVERED.  THE DISTANCE TO THE REFERENCE MARKS
 HF1252'CHECKED.  THE DIRECTIONS TO REFERENCE MARKS 5 AND 6 CHECKED,
 HF1252'HOWEVER THE DIRECTION TO REFERENCE MARK 3 DIFFERED BY 5 MINUTES
 HF1252'AND 56 SECONDS, THE DIRECTION WAS REOBSERVED AND A DIFFERENCE OF
 HF1252'7 MINUTES AND 58 SECONDS WAS OBTAINED.  THE DIRECTIONS TO
 HF1252'INTERSECTIONS CHECKED WITH THE EXCEPTION OF THE AIRPORT
 HF1252'BEACON, A DIFFERENCE OF 20.3 MINUTES WAS NOTED IN THE
 HF1252'DIRECTION TO THE BEACON.  IT WAS NOTED THE PUBLISHED
 HF1252'AZIMUTH TO THE AZIMUTH MARK.
 HF1252'THE 1972 AZIMUTH TO THE AZIMUTH MARK IS
 HF1252'268 DEGREES, 30 MINUTES AND 08.1 SECONDS.  THE MARK IS
 HF1252'EAST OF THE STATION THEREFORE THE 1972 AZIMUTH IS APARENTLY THE
 HF1252'CORRECT ONE.  FOLLOWING IS A NEW DESCRIPTION.
 HF1252'
 HF1252'THE STATION IS ABOUT 5 MILES WEST AND 1 MILE SOUTH OF THE
 HF1252'CENTER OF THE BUSINESS DISTRICT OF WICHITA, AT THE NORTH
 HF1252'END OF THE WICHITA MUNICIPAL AIRPORT AND IN THE NORTH CENTER OF
 HF1252'SEC. 33, T. 27 S., R. 1 W., ON THE SOUTH RIGHT-OF-WAY OF HARRY
 HF1252'STREET.
 HF1252'
 HF1252'TO REACH THE STATION FROM THE NORTH ENTRANCE TO THE WICHITA
 HF1252'MUNICIPAL AIRPORT, GO WEST ON HARRY STREET FOR 0.25 MILE
 HF1252'TO THE AZIMUTH MARK ON THE LEFT AT THE AIRPORT BEACON.  CONTINUE
 HF1252'WEST ON HARRY STREET FOR 0.5 MILE TO THE STATION ON THE LEFT.
 HF1252'
 HF1252'STATION MARK IS A STANDARD DISK, STAMPED REED 2 1962, SET IN THE
 HF1252'TOP OF A 12-INCH SQUARE CONCRETE POST, THAT IS 6 INCHES
 HF1252'BELOW THE GROUND SURFACE.  IT IS 45.0 FEET SOUTH OF THE
 HF1252'CENTER OF HARRY STREET, 30.5 FEET EAST OF THE CENTER OF A
 HF1252'GATE LEADING TO AIRPORT, 22.0 FEET EAST OF THE EAST GATE POST
 HF1252'OF THE GATE AND 2.2 FEET NORTH OF A WITNESS POST IN A FENCE
 HF1252'LINE.
 HF1252'
 HF1252'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED REED 1940 NO 3,
 HF1252'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT IS
 HF1252'6 INCHES BELOW THE GROUND SURFACE.  IT IS 38.0 FEET EAST OF THE
 HF1252'EAST GATE POST OF THE GATE, 0.2 FOOT NORTH OF THE FENCE AND ABOUT
 HF1252'THE SAME ELEVATION AS THE STATION.  NOTE- THE
 HF1252'ARROW IS POINTING TO THE NORTHEAST.
 HF1252'
 HF1252'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED REED 2 NO 5 1962,
 HF1252'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT IS
 HF1252'3 INCHES BELOW THE GROUND SURFACE.  IT IS 86.0 FEET EAST
 HF1252'OF THE EAST GATE POST OF THE GATE, 1.0 FOOT EAST OF A WITNESS
 HF1252'POST, 0.5 FOOT NORTH OF THE FENCE AND ABOUT THE SAME ELEVATION
 HF1252'AS THE STATION.
 HF1252'
 HF1252'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED REED 2 NO 6
 HF1252'1962, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT IS
 HF1252'6 INCHES BELOW THE GROUND SURFACE.  IT IS 43.0 FEET WEST OF
 HF1252'THE WEST GATE, 1.1 FEET EAST OF A WITNESS POST, 0.4 FOOT NORTH
 HF1252'OF THE FENCE AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 HF1252'
 HF1252'AZIMUTH MARK IS A STANDARD DISK, STAMPED REED 1940 RESET 1962,
 HF1252'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 HF1252'FLUSH WITH THE GROUND.  IT IS 125.0 FEET NORTH-NORTHEAST OF THE
 HF1252'CENTER OF THE BASE OF THE AIRPORT BEACON, 62.0 FEET WEST OF
 HF1252'THE CENTER OF THE RIDGE DRIVE, 46.0 FEET SOUTH OF THE CENTER
 HF1252'OF HARRY STREET, 2.0 FEET WEST OF A WITNESS POST.  THE MARK
 HF1252'IS SET IN A FENCE LINE.
 HF1252'
 HF1252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES WEST
 HF1252'OF CENTER OF WICHITA.
 HF1252'
 HF1252'HEIGHT OF LIGHT ABOVE STATION MARK 20.4 FEET.
 HF1252
 HF1252                          STATION RECOVERY (1973)
 HF1252
 HF1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (FBM)
 HF1252'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 3,
 HF1252'5 AND 6 WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HF1252'
 HF1252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES
 HF1252'WEST OF WICHITA.
 HF1252
 HF1252                          STATION RECOVERY (1978)
 HF1252
 HF1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH)
 HF1252'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 3, 5, AND 6 WERE
 HF1252'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1972 NOTE BY I.K.
 HF1252'CRABBE.  SATISFACTORY CHECKS WERE OBTAINED BETWEEN AIRPORT BCN
 HF1252'WICHITA MUNI. ARPT 1972, WICHITA NOAA RADAR WSR 57 1972, AND
 HF1252'WICHITA MUNI. ARPT. CONTROL TOWER 1972.
 HF1252'
 HF1252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--
 HF1252'5 MI. WEST AND 1 MI. SOUTH OF WICHITA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0950 ***********************************************************************
 HG0950  DESIGNATION -  REEDER SCHOOL CUPOLA
 HG0950  PID         -  HG0950
 HG0950  STATE/COUNTY-  KS/KIOWA
 HG0950  USGS QUAD   -  COLDWATER NE (1980)
 HG0950
 HG0950                         *CURRENT SURVEY CONTROL
 HG0950  ___________________________________________________________________
 HG0950* NAD 83(1997)-  37 24 04.99482(N)    099 20 33.37522(W)     ADJUSTED  
 HG0950* NAVD 88     -                                                        
 HG0950  ___________________________________________________________________
 HG0950  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 HG0950  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 HG0950
 HG0950  HORZ ORDER  -  THIRD
 HG0950
 HG0950.The horizontal coordinates were established by classical geodetic methods
 HG0950.and adjusted by the National Geodetic Survey in October 1998..
 HG0950
 HG0950
 HG0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0950
 HG0950.The geoid height was determined by GEOID03.
 HG0950
 HG0950;                    North         East     Units Scale Factor Converg.
 HG0950;SPC KS S     -   481,880.103   325,397.262   MT  0.99997624   -0 31 04.1
 HG0950;UTM  14      - 4,139,456.162   469,677.360   MT  0.99961133   -0 12 29.2
 HG0950
 HG0950                          SUPERSEDED SURVEY CONTROL
 HG0950
 HG0950  NAD 83(1997)-  37 24 05.00177(N)    099 20 33.37564(W) AD(       ) 4
 HG0950  NAD 83(1986)-  37 24 04.99715(N)    099 20 33.37076(W) AD(       ) 4
 HG0950  NAD 27      -  37 24 04.92064(N)    099 20 31.96659(W) AD(       ) 3
 HG0950
 HG0950.Superseded values are not recommended for survey control.
 HG0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0950.See file dsdata.txt to determine how the superseded data were derived.
 HG0950
 HG0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6967739456(NAD 83)
 HG0950_MARKER: 86 = CUPOLA
 HG0950
 HG0950  HISTORY     - Date     Condition        Report By
 HG0950  HISTORY     - 1934     FIRST OBSERVED   CGS
 HG0950
 HG0950                          STATION DESCRIPTION
 HG0950
 HG0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0950'POINT OBSERVED UPON WAS TIP OF CUPOLA ON SCHOOL, APPROXIMATELY
 HG0950'10 MILES NORTH AND 2 MILES WEST OF COLDWATER.
 HG0950'
 HG0950'STATION WAS OBSERVED FROM DIRKS AND WILCOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0710 ***********************************************************************
 HH0710  DESIGNATION -  REIMER
 HH0710  PID         -  HH0710
 HH0710  STATE/COUNTY-  KS/HASKELL
 HH0710  USGS QUAD   -  HICKOK SE (1960)
 HH0710
 HH0710                         *CURRENT SURVEY CONTROL
 HH0710  ___________________________________________________________________
 HH0710* NAD 83(1997)-  37 33 44.78468(N)    101 00 40.22442(W)     ADJUSTED  
 HH0710* NAVD 88     -       909.     (meters)    2982.     (feet)  SCALED    
 HH0710  ___________________________________________________________________
 HH0710  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 HH0710  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 HH0710
 HH0710  HORZ ORDER  -  SECOND
 HH0710
 HH0710.The horizontal coordinates were established by classical geodetic methods
 HH0710.and adjusted by the National Geodetic Survey in October 1998..
 HH0710
 HH0710.The orthometric height was scaled from a topographic map.
 HH0710
 HH0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0710
 HH0710.The geoid height was determined by GEOID03.
 HH0710
 HH0710;                    North         East     Units Scale Factor Converg.
 HH0710;SPC KS S     -   502,404.607   178,170.206   MT  0.99995502   -1 32 35.5
 HH0710;UTM  14      - 4,159,169.630   322,370.906   MT  0.99998866   -1 13 35.0
 HH0710
 HH0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0710!SPC KS S     -   0.99986139  x   0.99995502  =   0.99981641
 HH0710!UTM  14      -   0.99986139  x   0.99998866  =   0.99985005
 HH0710
 HH0710:                Primary Azimuth Mark                     Grid Az
 HH0710:SPC KS S     -  SATANTA MUNICIPAL WATER TANK             173 45 06.8
 HH0710:UTM  14      -  SATANTA MUNICIPAL WATER TANK             173 26 06.3
 HH0710
 HH0710|---------------------------------------------------------------------|
 HH0710| PID    Reference Object                     Distance      Geod. Az  |
 HH0710|                                                           dddmmss.s |
 HH0710| HH0981 SATANTA MUNICIPAL WATER TANK        APPROX.13.9 KM 1721231.3 |
 HH0710| HH0750 RYUS NEBR NAT GAS CO MAST           APPROX.15.8 KM 2192820.0 |
 HH0710| HH0751 RYUS UNITED CARBON CO TANK          APPROX.11.0 KM 2244203.4 |
 HH0710| CM9875 REIMER RM 1                          15.726 METERS 22649     |
 HH0710| CM9874 REIMER AZ MK                                       2783734.9 |
 HH0710| CM9876 REIMER RM 2                          24.780 METERS 33314     |
 HH0710|---------------------------------------------------------------------|
 HH0710
 HH0710                          SUPERSEDED SURVEY CONTROL
 HH0710
 HH0710  NAD 83(1997)-  37 33 44.79120(N)    101 00 40.22113(W) AD(       ) 2
 HH0710  NAD 83(1986)-  37 33 44.79103(N)    101 00 40.22304(W) AD(       ) 2
 HH0710  NAD 27      -  37 33 44.70725(N)    101 00 38.61424(W) AD(       ) 2
 HH0710
 HH0710.Superseded values are not recommended for survey control.
 HH0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0710.See file dsdata.txt to determine how the superseded data were derived.
 HH0710
 HH0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG2237159170(NAD 83)
 HH0710_MARKER: DS = TRIANGULATION STATION DISK
 HH0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0710
 HH0710  HISTORY     - Date     Condition        Report By
 HH0710  HISTORY     - 1961     MONUMENTED       CGS
 HH0710  HISTORY     - 1976     GOOD             NGS
 HH0710
 HH0710                          STATION DESCRIPTION
 HH0710
 HH0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0710'THE STATION IS ABOUT 9-1/2 MILES NORTH OF SATANTA, 8 MILES
 HH0710'WEST OF THE JUNCTION OF U.S. HIGHWAYS 160, 83 AND STATE
 HH0710'HIGHWAY 144, IN THE SOUTHWEST QUARTER OF SECTION 35, T 28 S.
 HH0710'R 34 W, AND ON PROPERTY OWNED BY MR. J.B. REIMER.
 HH0710'
 HH0710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160,
 HH0710'83 AND STATE HIGHWAY 144, 6 MILES NORTH OF SUBLETTE, GO
 HH0710'WEST ON U.S. HIGHWAY 160 FOR 7.3 MILES TO A DRIVEWAY ON THE
 HH0710'RIGHT, AND THE STATION ON THE RIGHT, NORTH, SIDE OF U.S.
 HH0710'HIGHWAY 160.
 HH0710'
 HH0710'STATION MARKS ARE STANDARD DISKS STAMPED REIMER 1961.  THE
 HH0710'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 HH0710'SURFACE OF THE GROUND.  IT IS 95.5 FEET NORTH OF THE CENTER
 HH0710'OF U.S. HIGHWAY 160, 29 FEET WEST OF THE NORTHWEST CORNER
 HH0710'OF A CONCRETE IRRIGATION TANK, 22 FEET EAST OF THE CENTER
 HH0710'OF THE DRIVEWAY, 15.5 FEET SOUTHWEST OF THE NORTHWEST CORNER
 HH0710'OF A PUMPHOUSE AND 14 FEET WEST OF THE SOUTHWEST CORNER OF
 HH0710'THE PUMPHOUSE.  THE UNDERGROUND DISK IS SET 50 INCHES BELOW
 HH0710'THE SURFACE IN AN IRREGULAR MASS OF CONCRETE.
 HH0710'
 HH0710'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED REIMER NO 1
 HH0710'1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HH0710'IT IS 60 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 160,
 HH0710'26 FEET EAST OF A POWER POLE, 15 FEET WEST OF THE CENTER
 HH0710'OF THE DRIVEWAY, 6.5 FEET SOUTH OF AN 18 INCH TREE AND 1
 HH0710'FOOT EAST OF A HIGHWAY RIGHT-OF-WAY MARKER POST.
 HH0710'
 HH0710'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED REIMER NO 2 1961,
 HH0710'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HH0710'IT IS 82.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 HH0710'PUMPHOUSE, 16 FEET WEST OF THE CENTER OF THE DRIVEWAY, 11
 HH0710'FEET NORTH OF A 10 INCH TREE, 2.5 FEET SOUTH OF A METAL WITNESS
 HH0710'POST AND 1 FOOT EAST OF A FENCE.
 HH0710'
 HH0710'AZIMUTH MARK, A STANDARD DISK STAMPED REIMER 1961, IS SET
 HH0710'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 HH0710'125 YARDS NORTH OF AN INTERSECTION, 100 YARDS SOUTH OF 3
 HH0710'OIL STORAGE TANKS, 32 FEET EAST OF THE CENTER OF A GRAVELED
 HH0710'ROAD, 1.5 FEET NORTH OF A TELEPHONE POLE AND 2 FEET SOUTH
 HH0710'OF A METAL WITNESS POST.
 HH0710'
 HH0710'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S.
 HH0710'HIGHWAY 160 FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 HH0710'NORTH, ON A GRAVELED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 HH0710'ON THE RIGHT.
 HH0710
 HH0710                          STATION RECOVERY (1976)
 HH0710
 HH0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HH0710'THE STAION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HH0710'RECOVERED AND FOUND IN GOOD CONDITION.  BY REQUEST OF THE PROPERTY
 HH0710'OWNER MR. J. B. REIMER, ROUTE 1, BOX 114 SATANTA, KNS. 67870, HE
 HH0710'WANTED THE AZIMUTH MARK LOWERED OR REMOVED SO IT WOULDNT BE HIT BY
 HH0710'FARM MACHINERY.  DUE TO TALL CROPS THIS DATE AND NO VISIBLE TIE
 HH0710'LINES THE AZIMUTH MARK WAS LOWERED HOLDING THE ORIGINAL POINT.  THE
 HH0710'DESCRIPTION OF THE STATION IS ADEQUATE FOR RECOVERY WITH THE
 HH0710'FOLLOWING NOTES FOR THE STATION MARK AND THE AZIMUTH MARK.
 HH0710'
 HH0710'THE STATION MARK IS 3 INCHES BELOW THE GROUND SURFACE.  THE PUMP
 HH0710'HOUSE MENTIONED IN THE PREVIOUS DESCRIPTION HAS BEEN REMOVED AND THE
 HH0710'MARK IS 17.5 FEET WEST OF THE SOUTHWEST CORNER OF THE LARGE MOTOR
 HH0710'ON A CONCRETE FOUNDATION.
 HH0710'
 HH0710'THE AZIMUTH MARK IS A STANDARD DISK STAMPED REIMER 1961 RESET 1976,
 HH0710'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS 12 INCHES
 HH0710'BELOW THE GROUND SURFACE THIS DATE AND AFTER SOME GROUND LEVELING
 HH0710'IN THIS AREA FOR IRRIGATION THE MARK WILL BE ABOUT 4 INCHES BELOW
 HH0710'THE GROUND SURFACE.  IT IS 373 FEET NORTH OF THE CENTER OF US
 HH0710'HIGHWAY 160, 312 FEET NORTH OF A POWER POLE, 305 FEET NORTH OF A
 HH0710'WATER MAIN COVER 12-INCHES IN DIAMETER, 287 FEET SOUTH
 HH0710'OF THE CENTER OF AN EAST-WEST FIELD ROAD, 277 FEET SOUTH-SOUTHWEST
 HH0710'OF A POWER POLE, 267 FEET SOUTH-SOUTHWEST OF THE CENTER OF A GAS
 HH0710'GENARATOR AND 31 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD.  AN
 HH0710'IRON ROD WAS PLACED BESIDE THE CONCRETE MONUMENT.
 HH0710'
 HH0710'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES NORTH OF
 HH0710'SATANTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0897 ***********************************************************************
 JG0897  DESIGNATION -  REIN
 JG0897  PID         -  JG0897
 JG0897  STATE/COUNTY-  KS/NESS
 JG0897  USGS QUAD   -  BAZINE SW (1970)
 JG0897
 JG0897                         *CURRENT SURVEY CONTROL
 JG0897  ___________________________________________________________________
 JG0897* NAD 83(1997)-  38 22 21.63693(N)    099 39 08.77563(W)     ADJUSTED  
 JG0897* NAVD 88     -       716.     (meters)    2349.     (feet)  SCALED    
 JG0897  ___________________________________________________________________
 JG0897  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JG0897  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 JG0897
 JG0897  HORZ ORDER  -  SECOND
 JG0897
 JG0897.The horizontal coordinates were established by classical geodetic methods
 JG0897.and adjusted by the National Geodetic Survey in October 1998..
 JG0897
 JG0897.The orthometric height was scaled from a topographic map.
 JG0897
 JG0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0897
 JG0897.The geoid height was determined by GEOID03.
 JG0897
 JG0897;                    North         East     Units Scale Factor Converg.
 JG0897;SPC KS S     -   589,967.394   299,298.802   MT  0.99996739   -0 42 29.5
 JG0897;UTM  14      - 4,247,367.052   443,008.529   MT  0.99964000   -0 24 18.1
 JG0897
 JG0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0897!SPC KS S     -   0.99989169  x   0.99996739  =   0.99985909
 JG0897!UTM  14      -   0.99989169  x   0.99964000  =   0.99953173
 JG0897
 JG0897|---------------------------------------------------------------------|
 JG0897| PID    Reference Object                     Distance      Geod. Az  |
 JG0897|                                                           dddmmss.s |
 JG0897| CL3843 REIN RM 1                            19.996 METERS 10006     |
 JG0897| CL3844 REIN RM 2                            20.269 METERS 25956     |
 JG0897| JG0924 WALNUT                              APPROX. 9.2 KM 2633634.4 |
 JG0897| JG0899 BAZINE CO OP GRAIN ELEVATOR         APPROX. 8.8 KM 3362856.9 |
 JG0897| JG0898 BAZINE MUN WATER TANK               APPROX. 8.6 KM 3370445.9 |
 JG0897|---------------------------------------------------------------------|
 JG0897
 JG0897                          SUPERSEDED SURVEY CONTROL
 JG0897
 JG0897  NAD 83(1986)-  38 22 21.64558(N)    099 39 08.77474(W) AD(       ) 2
 JG0897  NAD 27      -  38 22 21.59018(N)    099 39 07.34878(W) AD(       ) 2
 JG0897
 JG0897.Superseded values are not recommended for survey control.
 JG0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0897.See file dsdata.txt to determine how the superseded data were derived.
 JG0897
 JG0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH4300947367(NAD 83)
 JG0897_MARKER: DS = TRIANGULATION STATION DISK
 JG0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0897
 JG0897  HISTORY     - Date     Condition        Report By
 JG0897  HISTORY     - 1964     MONUMENTED       CGS
 JG0897
 JG0897                          STATION DESCRIPTION
 JG0897
 JG0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0897'THE STATION IS 5 MILES SOUTHEAST OF BAZINE, NEAR THE CENTER OF
 JG0897'SECTION 28, T 19 S, R 21 W, AND ON PROPERTY OWNED BY MR. HENRY
 JG0897'REIN.
 JG0897'
 JG0897'TO REACH THE STATION FROM THE POST OFFICE IN BAZINE, GO SOUTH AND
 JG0897'WEST ON A PAVED ROAD FOR 0.5 MILE TO A T-ROAD.  TURN LEFT AND GO
 JG0897'SOUTH ON A GRAVEL ROAD FOR 5.25 MILES TO A CROSSROAD.  TURN LEFT
 JG0897'AND GO EAST ON A GRAVEL ROAD FOR 1.4 MILES TO A SIDE ROAD ON THE
 JG0897'LEFT.  TURN LEFT AND GO NORTHERLY ON A GRAVEL ROAD FOR 0.6 MILE TO
 JG0897'MR. REINS HOME ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, NORTH, FOR
 JG0897'200 FEET TO AN IMPLEMENT SHED.  BEAR RIGHT, NORTHEAST, FOR 200
 JG0897'FEET TO A NORTH-SOUTH FENCE.  PASS THROUGH AN OPENING IN THE
 JG0897'FENCE, TURN LEFT AND GO NORTH FOR 0.05 MILE TO A GATE ON THE LEFT,
 JG0897'IN A NORTH-SOUTH FENCE.  TURN LEFT, PASS THROUGH THE GATE AND GO
 JG0897'WEST ALONG THE NORTH SIDE OF A FENCE FOR 0.05 MILE TO A FENCE
 JG0897'CORNER.  BEAR LEFT AND GO SOUTHWEST ACROSS PASTURE FOR 0.05 MILE
 JG0897'TO THE STATION ON THE HIGHEST PART OF THE HILL, NEAR AN EAST-WEST
 JG0897'FENCE.
 JG0897'
 JG0897'STATION MARKS ARE STANDARD DISKS STAMPED REIN 1964.  THE SURFACE DISK
 JG0897'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 JG0897'GROUND.  IT IS 55 FEET EAST OF A FENCE CORNER, 31.5 FEET NORTHWEST
 JG0897'OF A STONE FENCE POST, AND 13 FEET NORTH OF A METAL WITNESS POST
 JG0897'IN THE EAST-WEST FENCE.  THE UNDERGROUND DISK IS SET IN AN
 JG0897'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF THE
 JG0897'GROUND.
 JG0897'
 JG0897'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED REIN NO 1 1964, IS SET
 JG0897'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 43 FEET
 JG0897'WEST OF A FENCE CORNER, 35.5 FEET EAST OF A STONE FENCE POST AND 1
 JG0897'FOOT SOUTH OF THE FENCE.
 JG0897'
 JG0897'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED REIN NO 2 1964, IS
 JG0897'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 12
 JG0897'FEET WEST OF A FENCE CORNER, 1.5 FEET EAST OF A METAL WITNESS POST,
 JG0897'AND 1 FOOT NORTH OF THE FENCE.
 JG0897'
 JG0897'NOTE--STATION WALNUT IS VISIBLE FROM THE GROUND AND MAY BE USED AS
 JG0897'AN AZIMUTH MARK.
 JG0897'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 JG0897'
 JG0897'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0882 ***********************************************************************
 HH0882  DESIGNATION -  REINERT
 HH0882  PID         -  HH0882
 HH0882  STATE/COUNTY-  KS/GRAY
 HH0882  USGS QUAD   -  ENSIGN (1969)
 HH0882
 HH0882                         *CURRENT SURVEY CONTROL
 HH0882  ___________________________________________________________________
 HH0882* NAD 83(1997)-  37 39 08.34723(N)    100 14 20.37709(W)     ADJUSTED  
 HH0882* NAVD 88     -       834.     (meters)    2736.     (feet)  SCALED    
 HH0882  ___________________________________________________________________
 HH0882  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 HH0882  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 HH0882
 HH0882  HORZ ORDER  -  FIRST
 HH0882
 HH0882.The horizontal coordinates were established by classical geodetic methods
 HH0882.and adjusted by the National Geodetic Survey in October 1998..
 HH0882
 HH0882.The orthometric height was scaled from a topographic map.
 HH0882
 HH0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0882
 HH0882.The geoid height was determined by GEOID03.
 HH0882
 HH0882;                    North         East     Units Scale Factor Converg.
 HH0882;SPC KS S     -   510,823.123   246,558.709   MT  0.99994658   -1 04 07.2
 HH0882;UTM  14      - 4,167,962.133   390,705.922   MT  0.99974713   -0 45 25.0
 HH0882
 HH0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0882!SPC KS S     -   0.99987319  x   0.99994658  =   0.99981977
 HH0882!UTM  14      -   0.99987319  x   0.99974713  =   0.99962035
 HH0882
 HH0882:                Primary Azimuth Mark                     Grid Az
 HH0882:SPC KS S     -  ENSIGN MUN WATER TANK                    076 27 18.1
 HH0882:UTM  14      -  ENSIGN MUN WATER TANK                    076 08 35.9
 HH0882
 HH0882|---------------------------------------------------------------------|
 HH0882| PID    Reference Object                     Distance      Geod. Az  |
 HH0882|                                                           dddmmss.s |
 HH0882| HH0880 ENSIGN MUN WATER TANK               APPROX. 0.8 KM 0752310.9 |
 HH0882| CL3845 REINERT RM 1                         22.799 METERS 08127     |
 HH0882| HH0881 ENSIGN RAD STA KAY 75 MAST          APPROX. 0.7 KM 1420956.8 |
 HH0882| CL3846 REINERT RM 2                         17.686 METERS 22049     |
 HH0882| HH0008 Z 191                               APPROX. 1.0 KM 2490526.2 |
 HH0882| HH0884 HAGGARD ENSIGN COOP W ELEV          APPROX. 7.4 KM 2541528.6 |
 HH0882| HH0885 HAGGARD TV STA KTVC MAST            APPROX. 9.4 KM 2622928.0 |
 HH0882|---------------------------------------------------------------------|
 HH0882
 HH0882                          SUPERSEDED SURVEY CONTROL
 HH0882
 HH0882  NAD 83(1997)-  37 39 08.35468(N)    100 14 20.37632(W) AD(       ) 1
 HH0882  NAD 83(1986)-  37 39 08.34887(N)    100 14 20.37800(W) AD(       ) 1
 HH0882  NAD 27      -  37 39 08.27357(N)    100 14 18.86741(W) AD(       ) 1
 HH0882
 HH0882.Superseded values are not recommended for survey control.
 HH0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0882.See file dsdata.txt to determine how the superseded data were derived.
 HH0882
 HH0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG9070667962(NAD 83)
 HH0882_MARKER: DS = TRIANGULATION STATION DISK
 HH0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0882
 HH0882  HISTORY     - Date     Condition        Report By
 HH0882  HISTORY     - 1961     MONUMENTED       CGS
 HH0882
 HH0882                          STATION DESCRIPTION
 HH0882
 HH0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0882'THE STATION IS ABOUT 1/2 MILE OF THE CENTER OF ENSIGN, ON THE NORTH
 HH0882'SIDE OF A RAILROAD TRACK AND RAILROAD CUT, IN THE SOUTHEAST QUARTER
 HH0882'OF SECTION 35, T 27 S, R 27 W AND AT THE SOUTH EDGE OF A CULTIVATED
 HH0882'FIELD OWNED BY MR. BEN REINERT.
 HH0882'
 HH0882'TO REACH THE STATION FROM THE ENSIGN RAILROAD STATION, GO WESTERLY
 HH0882'ON U.S. HIGHWAY 56 FOR 0.3 MILE TO A DIRT ROAD ON THE RIGHT.  TURN
 HH0882'RIGHT, NORTHERLY, ON THE DIRT ROAD 0.05 MILE TO A WIRE GATE AT THE
 HH0882'SOUTHEAST CORNER OF THE FIELD (WIRE GATE IS ABOUT 50 FEET AFTER
 HH0882'CROSSING THE RAILROAD TRACK).  PASS THROUGH THE GATE AND GO
 HH0882'WESTERLY ALONG THE NORTH SIDE OF A FENCE FOR 0.05 MILE TO THE
 HH0882'HIGHEST POINT ALONG THE FENCE AND THE STATION.
 HH0882'
 HH0882'STATION MARKS ARE STANDARD DISKS STAMPED REINERT 1961.  THE
 HH0882'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS 14 INCHES
 HH0882'BELOW THE SURFACE OF THE GROUND.  IT IS 103.5 FEET WEST OF A
 HH0882'TELEPHONE POLE, 34.5 FEET NORTHEAST OF A TELEPHONE POLE AND
 HH0882'23.5 FEET NORTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN
 HH0882'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE
 HH0882'GROUND.
 HH0882'
 HH0882'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED REINERT NO 1 1961, IS
 HH0882'SET IS A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 29.5
 HH0882'FEET WEST OF THE TELEPHONE POLE, 2 FEET WEST OF A METAL WITNESS
 HH0882'POST AND 1 FOOT NORTH OF THE FENCE.
 HH0882'
 HH0882'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED REINERT NO 2 1961, IS
 HH0882'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 34
 HH0882'FEET WEST OF THE TELEPHONE POLE AND 1 FOOT NORTH OF THE FENCE.
 HH0882'
 HH0882'BENCE MARK Z 191, IS A COAST AND GEODETIC SURVEY BENCE MARK DISK
 HH0882'STAMPED Z 191 1934, SET IN A ROUND CONCRETE POST WHICH PROJECTS 3
 HH0882'INCHES.  IT IS 45.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 HH0882'TRACK, 39 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 56, 7 FEET
 HH0882'SOUTHWEST OF A TELEPHONE POLE AND 1.5 FEET EAST OF A METAL
 HH0882'WITNESS POST.
 HH0882'
 HH0882'TO REACH THE AZIMUTH MARK FROM THE ENSIGN RAILROAD STATION, GO
 HH0882'WESTERLY ON U.S. HIGHWAY 56 FOR 0.3 MILE TO A DIRT ROAD ON THE RIGHT
 HH0882'CONTINUE WESTERLY ON HIGHWAY 56 FOR 0.65 MILE TO BENCH MARK Z 191
 HH0882'ON THE RIGHT.
 HH0882'
 HH0882'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HH0882'
 HH0882'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1458 ***********************************************************************
 JF1458  DESIGNATION -  REINHARD RESET
 JF1458  PID         -  JF1458
 JF1458  STATE/COUNTY-  KS/MORRIS
 JF1458  USGS QUAD   -  DWIGHT (1971)
 JF1458
 JF1458                         *CURRENT SURVEY CONTROL
 JF1458  ___________________________________________________________________
 JF1458* NAD 83(1997)-  38 52 07.15213(N)    096 33 53.70091(W)     ADJUSTED  
 JF1458* NAVD 88     -       472.82   (+/-2cm)    1551.2    (feet)  VERTCON   
 JF1458  ___________________________________________________________________
 JF1458  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 JF1458  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 JF1458
 JF1458  HORZ ORDER  -  FIRST
 JF1458  VERT ORDER  -  THIRD ? (See Below)
 JF1458
 JF1458.The horizontal coordinates were established by classical geodetic methods
 JF1458.and adjusted by the National Geodetic Survey in October 1998..
 JF1458
 JF1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1458.The vertical order pertains to the NGVD 29 superseded value.
 JF1458
 JF1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1458
 JF1458.The geoid height was determined by GEOID03.
 JF1458
 JF1458;                    North         East     Units Scale Factor Converg.
 JF1458;SPC KS N     -    60,413.016   524,537.765   MT  0.99997895   +0 54 28.8
 JF1458;UTM  14      - 4,305,019.232   711,261.053   MT  1.00014961   +1 31 43.2
 JF1458
 JF1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1458!SPC KS N     -   0.99993050  x   0.99997895  =   0.99990945
 JF1458!UTM  14      -   0.99993050  x   1.00014961  =   1.00008010
 JF1458
 JF1458|---------------------------------------------------------------------|
 JF1458| PID    Reference Object                     Distance      Geod. Az  |
 JF1458|                                                           dddmmss.s |
 JF1458| CL6126 REINHARD RM 4                        19.309 METERS 07906     |
 JF1458| CL6124 REINHARD AZ MK                                     1182811.8 |
 JF1458| CL6127 REINHARD RM SOUTH                     3.033 METERS 18044     |
 JF1458| CL6125 REINHARD RM 3                        40.754 METERS 35948     |
 JF1458|---------------------------------------------------------------------|
 JF1458
 JF1458                          SUPERSEDED SURVEY CONTROL
 JF1458
 JF1458  NAD 83(1986)-  38 52 07.15908(N)    096 33 53.69988(W) AD(       ) 1
 JF1458  NAD 27      -  38 52 07.15146(N)    096 33 52.69415(W) AD(       ) 1
 JF1458  NGVD 29 (07/19/86)  472.66   (m)         1550.7    (f) LEVELING    3  
 JF1458
 JF1458.Superseded values are not recommended for survey control.
 JF1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1458.See file dsdata.txt to determine how the superseded data were derived.
 JF1458
 JF1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1126105019(NAD 83)
 JF1458_MARKER: DS = TRIANGULATION STATION DISK
 JF1458_SETTING: 0 = UNSPECIFIED SETTING
 JF1458
 JF1458  HISTORY     - Date     Condition        Report By
 JF1458  HISTORY     - 1956     MONUMENTED       CGS
 JF1458  HISTORY     - 1968     GOOD             CGS
 JF1458
 JF1458                          STATION DESCRIPTION
 JF1458
 JF1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1458'THE STATION MARK WAS RECOVERD AND FOUND TO BE LEANING IN THE
 JF1458'GROUND, PROBABLY CAUSED BY BEING HIT WITH FARM MACHINERY.
 JF1458'THE MARK PROJECTED ABOUT 1 INCH AND WAS 29 MILLIMETERS OUT OF
 JF1458'COLIMATION WITH THE UNDERGROUND MARK.  THE UNDERGROUND MARK
 JF1458'WAS A BOTTLE BURIED IN AN UPRIGHT POSTION WITH THE CENTER OF THE
 JF1458'OPENING AS THE STATION.  THIS POINT WAS HELD AND A STANDARD
 JF1458'STATION MARK DISK WAS SET IN CONCRETE, 42 INCHES UNDERGROUND.
 JF1458'A SURFACE STATION MARK WAS SET 12 INCHES UNDERGROUND.  THE
 JF1458'SOUTH REFERENCE MARK WAS DESTROYED BY THE REQUEST OF THE
 JF1458'OWNER.  THE NORTH REFERENCE MARK WAS IN POOR CONDITION AND
 JF1458'THE DISK WAS GONE.  THIS MONUMENT WAS REMOVED.  REFERENCE MARKS 3
 JF1458'AND 4 WERE ESTABLISHED.  AN AZIMUTH MARK WAS
 JF1458'ESTABLISHED.
 JF1458'
 JF1458'A COMPLETE NEW DESCRIPTION FOLLOWS-
 JF1458'
 JF1458'THE STATION IS LOCATED ABOUT 15 MILES NORTHWEST OF COUNCIL
 JF1458'GROVE, ABOUT 4 MILES WEST OF ALTA VISTA, ABOUT 2-1/2 MILES
 JF1458'NORTHEAST OF DWIGHT, ON THE PROPERTY OF MR. EARNEST SIMMONS.
 JF1458'IT IS 134 FEET SOUTH OF A WHITE WITNESS POST, 16 FEET EAST OF
 JF1458'THE EAST EDGE OF A CULTIVATED FIELD, 45 FEET NORTH OF A 14
 JF1458'INCH WALNUT TREE AND AT THE END OF A TRACK ROAD.  THE MARK IS 12
 JF1458'INCHES UNDERGROUND AND THE DISK IS STAMPED REINHARD 1888 1956.
 JF1458'
 JF1458'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 57 AND
 JF1458'THE MAIN STREET IN DWIGHT, GO WEST AND NORTH ON HIGHWAY 57 FOR
 JF1458'0.1 MILE TO A RAILROAD OVERPASS.  CONTINUE NORTH ON HIGHWAY 57
 JF1458'FOR 1.8 MILES TO A GRAVELED CROSSROAD.  TURN RIGHT AND GO EAST
 JF1458'ON THE GRAVELED ROAD FOR 1.45 MILES TO A GRAVELED SIDE ROAD LEFT.
 JF1458'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.1 MILE TO A TRACK ROAD
 JF1458'RIGHT*.  TURN RIGHT ON THE TRACK ROAD AND GO WEST AND SOUTH FOR
 JF1458'0.1 MILE TO THE END OF THE ROAD AND THE STATION.
 JF1458'
 JF1458'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE EAST ON THE
 JF1458'GRAVELED ROAD FOR 0.4 MILE TO A GRAVELED CROSSROAD.  TURN RIGHT
 JF1458'AND GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE
 JF1458'RIGHT.
 JF1458'
 JF1458'REFERENCE MARK 3 IS 38 FEET NORTHEAST OF THE CENTERLINE OF THE
 JF1458'TRACK ROAD, 6.5 FEET EAST OF A WHITE WITNESS POST AND 26 FEET
 JF1458'SOUTHWEST OF AN 18 INCH ELM TREE.  THE MARK PROJECTS 1 INCH
 JF1458'AND THE DISK IS STAMPED REINHARD 1888 NO 3 1956.
 JF1458'
 JF1458'REFERENCE MARK 4 IS 72 FEET EAST OF THE CENTERLINE OF THE TRACK
 JF1458'ROAD, 28 FEET NORTHWEST OF THE NORTHWEST EDGE OF A CULTIVATED FIELD
 JF1458'AND 16 FEET SOUTHWEST OF A 16 INCH CEDAR TREE.  THE MARK PROJECTS
 JF1458'1 INCH AND THE DISK IS STAMPED REINHARD 1888 NO 4 1956.
 JF1458'
 JF1458'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JF1458'ROAD, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT EAST
 JF1458'OF A FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JF1458'REINHARD 1888 1956.
 JF1458'
 JF1458'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 JF1458
 JF1458                          STATION RECOVERY (1968)
 JF1458
 JF1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1458'THE STATION MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND
 JF1458'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JF1458'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1458'RECOVERY.
 JF1458'
 JF1458'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE STATION MARK.
 JF1458'
 JF1458'A METAL WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 JF1458'
 JF1458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 JF1458'MILES NORTHEAST OF DWIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GK0939 ***********************************************************************
 GK0939  DESIGNATION -  RELAY ET
 GK0939  PID         -  GK0939
 GK0939  STATE/COUNTY-  KS/STEVENS
 GK0939  USGS QUAD   -  HOUGH NE (1973)
 GK0939
 GK0939                         *CURRENT SURVEY CONTROL
 GK0939  ___________________________________________________________________
 GK0939* NAD 83(1997)-  36 59 48.42785(N)    101 30 48.15287(W)     ADJUSTED  
 GK0939* NAVD 88     -      1008.     (meters)    3307.     (feet)  SCALED    
 GK0939  ___________________________________________________________________
 GK0939  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 GK0939  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 GK0939
 GK0939  HORZ ORDER  -  THIRD
 GK0939
 GK0939.The horizontal coordinates were established by classical geodetic methods
 GK0939.and adjusted by the National Geodetic Survey in October 1998..
 GK0939
 GK0939.The orthometric height was scaled from a topographic map.
 GK0939
 GK0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 GK0939
 GK0939.The geoid height was determined by GEOID03.
 GK0939
 GK0939;                    North         East     Units Scale Factor Converg.
 GK0939;SPC KS S     -   440,973.613   131,792.625   MT  1.00006400   -1 51 06.5
 GK0939;UTM  14      - 4,097,468.910   276,340.333   MT  1.00021629   -1 30 47.2
 GK0939
 GK0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GK0939!SPC KS S     -   0.99984584  x   1.00006400  =   0.99990983
 GK0939!UTM  14      -   0.99984584  x   1.00021629  =   1.00006210
 GK0939
 GK0939:                Primary Azimuth Mark                     Grid Az
 GK0939:SPC KS S     -  VENFILATOR CEN W ELEVATOR                204 44 11.3
 GK0939:UTM  14      -  VENFILATOR CEN W ELEVATOR                204 23 52.0
 GK0939
 GK0939|---------------------------------------------------------------------|
 GK0939| PID    Reference Object                     Distance      Geod. Az  |
 GK0939|                                                           dddmmss.s |
 GK0939| CM9451 VENFILATOR CEN W ELEVATOR                          2025304.8 |
 GK0939|---------------------------------------------------------------------|
 GK0939
 GK0939                          SUPERSEDED SURVEY CONTROL
 GK0939
 GK0939  NAD 83(1997)-  36 59 48.42986(N)    101 30 48.16005(W) AD(       ) 3
 GK0939  NAD 83(1986)-  36 59 48.43329(N)    101 30 48.15457(W) AD(       ) 3
 GK0939  NAD 27      -  36 59 48.38742(N)    101 30 46.49002(W) AD(       ) 3
 GK0939
 GK0939.Superseded values are not recommended for survey control.
 GK0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GK0939.See file dsdata.txt to determine how the superseded data were derived.
 GK0939
 GK0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKF7634097469(NAD 83)
 GK0939_MARKER: DD = SURVEY DISK
 GK0939_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GK0939_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 GK0939
 GK0939  HISTORY     - Date     Condition        Report By
 GK0939  HISTORY     - 1964     MONUMENTED       USGS
 GK0939
 GK0939                          STATION DESCRIPTION
 GK0939
 GK0939'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GK0939'GUYMON, OKLAHOMA, ABOUT 21.0 MI N. OF, ABOUT 0.3 MI E. OF S. COR.
 GK0939'SECS. 13 AND 14, T. 35 S., R. 39 W., 236 FT NE. OF A MICROWAVE TOWER
 GK0939'OF THE COLORADO INTERSTATE GAS COMPANY, 450 FT N. OF E. - W. GRAVEL
 GK0939'RD. ALONG KANSAS - OKLAHOMA STATE LINE, 396 FT E. OF PRIVATE RD. N. TO
 GK0939'A FARMHOUSE, 3 FT W. OF WHITE WOODEN WITNESS POST.  ON 2 IN. IRON PIPE
 GK0939'SET IN CONCRETE AND PROJECTING 4 IN..  U.S. DEPT. OF AGRICULTURE
 GK0939'TRIANGULATION DISK STAMPED---RELAY ET 1964---  TO VENTILATOR
 GK0939'ON TOP IN CENTER OF W. ELEVATOR IN HOUGH ABOUT 8.0 MI DISTANT--
 GK0939'S 22 DEG 53 MIN W.  (AZIMUTH AND POSITION BY USGS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0687 ***********************************************************************
 HE0687  DESIGNATION -  RENSING
 HE0687  PID         -  HE0687
 HE0687  STATE/COUNTY-  KS/NEOSHO
 HE0687  USGS QUAD   -  ROLLIN (1973)
 HE0687
 HE0687                         *CURRENT SURVEY CONTROL
 HE0687  ___________________________________________________________________
 HE0687* NAD 83(1997)-  37 40 33.38852(N)    095 22 03.44558(W)     ADJUSTED  
 HE0687* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 HE0687  ___________________________________________________________________
 HE0687  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 HE0687  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 HE0687
 HE0687  HORZ ORDER  -  SECOND
 HE0687
 HE0687.The horizontal coordinates were established by classical geodetic methods
 HE0687.and adjusted by the National Geodetic Survey in October 1998..
 HE0687
 HE0687.The orthometric height was scaled from a topographic map.
 HE0687
 HE0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0687
 HE0687.The geoid height was determined by GEOID03.
 HE0687
 HE0687;                    North         East     Units Scale Factor Converg.
 HE0687;SPC KS S     -   516,655.013   676,263.323   MT  0.99994477   +1 55 29.8
 HE0687;UTM  15      - 4,172,498.601   291,202.401   MT  1.00013702   -1 26 51.4
 HE0687
 HE0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0687!SPC KS S     -   0.99995681  x   0.99994477  =   0.99990158
 HE0687!UTM  15      -   0.99995681  x   1.00013702  =   1.00009383
 HE0687
 HE0687|---------------------------------------------------------------------|
 HE0687| PID    Reference Object                     Distance      Geod. Az  |
 HE0687|                                                           dddmmss.s |
 HE0687| CL6137 RENSING RM 2                         18.949 METERS 04928     |
 HE0687| CL6135 RENSING AZ MK                                      1002026.2 |
 HE0687| HE0862 EARLTON MICROWAVE MAST              APPROX.15.4 KM 2332816.6 |
 HE0687| HE0702 CHANUTE S MUNICIPAL TANK            APPROX. 8.6 KM 2691448.0 |
 HE0687| CL6136 RENSING RM 1                         14.040 METERS 34725     |
 HE0687|---------------------------------------------------------------------|
 HE0687
 HE0687                          SUPERSEDED SURVEY CONTROL
 HE0687
 HE0687  NAD 83(1997)-  37 40 33.39286(N)    095 22 03.44552(W) AD(       ) 2
 HE0687  NAD 83(1986)-  37 40 33.39710(N)    095 22 03.43356(W) AD(       ) 2
 HE0687  NAD 27      -  37 40 33.23006(N)    095 22 02.50444(W) AD(       ) 2
 HE0687
 HE0687.Superseded values are not recommended for survey control.
 HE0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0687.See file dsdata.txt to determine how the superseded data were derived.
 HE0687
 HE0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9120272499(NAD 83)
 HE0687_MARKER: DS = TRIANGULATION STATION DISK
 HE0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0687+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 HE0687
 HE0687  HISTORY     - Date     Condition        Report By
 HE0687  HISTORY     - 1965     MONUMENTED       CGS
 HE0687  HISTORY     - 1972     GOOD             KSHC
 HE0687  HISTORY     - 20000215 GOOD             LOCENG
 HE0687
 HE0687                          STATION DESCRIPTION
 HE0687
 HE0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 HE0687'THE STATION IS LOCATED ABOUT 12-1/2 MILES WEST OF STARK,
 HE0687'8-1/2 MILES NORTHEAST OF EARLTON, 4-1/2 MILES EAST OF CHANUTE, ON
 HE0687'THE SOUTH END OF A LOW HILL ON PROPERTY OWNED BY LLOYD RENSING.
 HE0687'
 HE0687'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 HE0687'59 AND 169 AND STATE HIGHWAYS 39 AND 57 AT THE POST OFFICE
 HE0687'IN CHANUTE, GO EAST ON U.S. HIGHWAY 59 AND STATE HIGHWAY
 HE0687'39 AND 57 FOR 4.9 MILES TO A CROSSROAD, TURN RIGHT AND GO
 HE0687'SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD, AZIMUTH
 HE0687'MARK IS 0.25 MILE EAST OF THIS POINT.  TURN RIGHT AND GO
 HE0687'WEST ON A GRAVELED ROAD FOR 0.3 MILE TO A GATE AND 3 OIL
 HE0687'STORAGE TANKS ON THE RIGHT.  PASS THROUGH THE GATE AND GO
 HE0687'NORTH AND NORTHWEST ON A TRACK ROAD FOR 0.15 MILE TO THE TOP
 HE0687'OF THE HILL AND THE STATION.
 HE0687'
 HE0687'THE STATION MARK IS A STANDARD DISK, STAMPED RENSING 1964,
 HE0687'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 HE0687'1 INCH BELOW THE GROUND SURFACE.  IT IS 47.8 FEET SOUTH OF A 10
 HE0687'INCH OAK TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE (THIS TREE
 HE0687'IS ALSO THE WEST ONE OF 7 TREES), 17 FEET SOUTH OF THE CENTER
 HE0687'OF THE TRACK ROAD, AND 7.8 FEET EAST OF A WITNESS POST.
 HE0687'
 HE0687'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RENSING NO 1
 HE0687'1964, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 HE0687'1 INCH BELOW THE GROUND SURFACE.  IT IS 28 FEET NORTH OF THE CENTER
 HE0687'OF THE TRACK ROAD, 5.0 FEET EAST SOUTHEAST OF THE TRIANGLE
 HE0687'BLAZED TREE, 4.5 FEET WEST SOUTHWEST OF A 12 INCH TREE AND AT
 HE0687'ABOUT THE SAME ELEVATION AS THE STATION.
 HE0687'
 HE0687'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RENSING NO 2
 HE0687'1964, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 HE0687'IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 35 FEET NORTH OF
 HE0687'THE CENTER OF THE TRACK ROAD, 2.4 FEET SOUTHEST OF THE LARGEST
 HE0687'ONE OF THE 7 TREES AND AT ABOUT THE SAME ELEVATION AS THE
 HE0687'STATION.
 HE0687'
 HE0687'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RENSING 1964,
 HE0687'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 HE0687'2 INCHES ABOVE THE GROUND.  IT IS 84.,2 FEET SOUTHWEST OF THE
 HE0687'SOUTHWEST CORNER OF A HOUSE, 64 FEET WEST OF THE CENTER
 HE0687'OF A CONCRETE SIDEWALK, 23 FEET NORTH OF THE CENTERLINE OF
 HE0687'AN EAST-WEST ROAD AND 2.0 FEET WEST OF A POWER LINE POLE AND
 HE0687'WITNESS POST.
 HE0687
 HE0687                          STATION RECOVERY (1972)
 HE0687
 HE0687'RECOVERY NOTE BY KS HIGHWAY COMM 1972
 HE0687'RANSING, 1964 RECOVERED IN GOOD CONDITION.
 HE0687'
 HE0687'REFERENCE MARKS APPEAR TO BE IN GOOD CONDITION.
 HE0687'
 HE0687'REFERENCE MARK NO 1-48.00-DOUBLE CHAINED.
 HE0687'
 HE0687'REFERENCE MARK NO 2-62.14-DOUBLE CHAINED.
 HE0687'
 HE0687'AZM. MARK IN GOOD CONDITION.
 HE0687'
 HE0687'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES EAST OF
 HE0687'CHANUTE, KANS.
 HE0687
 HE0687                          STATION RECOVERY (2000)
 HE0687
 HE0687'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (CMC)
 HE0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0948 ***********************************************************************
 KF0948  DESIGNATION -  REPUBLIC
 KF0948  PID         -  KF0948
 KF0948  STATE/COUNTY-  KS/REPUBLIC
 KF0948  USGS QUAD   -  REPUBLIC (1969)
 KF0948
 KF0948                         *CURRENT SURVEY CONTROL
 KF0948  ___________________________________________________________________
 KF0948* NAD 83(1997)-  39 54 27.44690(N)    097 51 39.04717(W)     ADJUSTED  
 KF0948* NAVD 88     -       486.     (meters)    1594.     (feet)  SCALED    
 KF0948  ___________________________________________________________________
 KF0948  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 KF0948  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 KF0948
 KF0948  HORZ ORDER  -  THIRD
 KF0948
 KF0948.The horizontal coordinates were established by classical geodetic methods
 KF0948.and adjusted by the National Geodetic Survey in October 1998..
 KF0948
 KF0948.The orthometric height was scaled from a topographic map.
 KF0948
 KF0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0948
 KF0948.The geoid height was determined by GEOID03.
 KF0948
 KF0948;                    North         East     Units Scale Factor Converg.
 KF0948;SPC KS N     -   174,781.811   411,899.120   MT  1.00002253   +0 05 17.0
 KF0948;SPC NE       -    10,512.010   682,905.690   MT  1.00004300   +1 25 03.4
 KF0948;UTM  14      - 4,418,125.520   597,369.858   MT  0.99971672   +0 43 51.2
 KF0948
 KF0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0948!SPC KS N     -   0.99992787  x   1.00002253  =   0.99995039
 KF0948!SPC NE       -   0.99992787  x   1.00004300  =   0.99997086
 KF0948!UTM  14      -   0.99992787  x   0.99971672  =   0.99964461
 KF0948
 KF0948|---------------------------------------------------------------------|
 KF0948| PID    Reference Object                     Distance      Geod. Az  |
 KF0948|                                                           dddmmss.s |
 KF0948| KF0947 REPUBLIC PAWNEE ST PK FP             39.688 METERS 00317     |
 KF0948| KF0946 REPUBLIC MUNICIPAL TANK             APPROX. 4.1 KM 0633838.5 |
 KF0948| CN9577 REPUBLIC RM 1                        11.522 METERS 08915     |
 KF0948| CN9576 REPUBLIC AZ MK RESET                               1585816.0 |
 KF0948| CN9575 REPUBLIC AZ MK                                     1624346.8 |
 KF0948| CN9578 REPUBLIC RM 2                        12.122 METERS 17946     |
 KF0948| CN9579 REPUBLIC RM 3                        13.307 METERS 27226     |
 KF0948|---------------------------------------------------------------------|
 KF0948
 KF0948                          SUPERSEDED SURVEY CONTROL
 KF0948
 KF0948  NAD 83(1997)-  39 54 27.44756(N)    097 51 39.04674(W) AD(       ) 3
 KF0948  NAD 83(1986)-  39 54 27.45214(N)    097 51 39.04732(W) AD(       ) 3
 KF0948  NAD 27      -  39 54 27.41500(N)    097 51 37.87300(W) AD(       ) 3
 KF0948
 KF0948.Superseded values are not recommended for survey control.
 KF0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0948.See file dsdata.txt to determine how the superseded data were derived.
 KF0948
 KF0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK9737018126(NAD 83)
 KF0948_MARKER: DS = TRIANGULATION STATION DISK
 KF0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0948
 KF0948  HISTORY     - Date     Condition        Report By
 KF0948  HISTORY     - 1950     MONUMENTED       CGS
 KF0948  HISTORY     - 1965     GOOD             CGS
 KF0948  HISTORY     - 1966     GOOD             CGS
 KF0948  HISTORY     - 1969     MARK NOT FOUND   USGS
 KF0948  HISTORY     - 1970     GOOD             NGS
 KF0948
 KF0948                          STATION DESCRIPTION
 KF0948
 KF0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0948'THE STATION IS LOCATED 1.0 MILE SOUTH AND 2.0 MILES WEST OF
 KF0948'REPUBLIC ON RIGHT-OF-WAY JUST SOUTH OF REPUBLIC-PAWNEE STATE PARK
 KF0948'FLAGPOLE.  IT IS 18.0 FEET NORTH OF CENTER OF ROAD, 17.0 FEET
 KF0948'EAST OF GATE INTO REPUBLIC-PAWNEE STATE PARK, 5.0 FEET SOUTHEAST
 KF0948'OF A WITNESS POST AND 4.0 FEET SOUTH OF PARK FENCE.  IT IS
 KF0948'STAMPED REPUBLIC 1950 AND SET FLUSH WITH THE SURFACE OF THE
 KF0948'GROUND.
 KF0948'
 KF0948'REFERENCE MARK NO. 1 IS 20.0 FEET NORTH OF CENTER OF ROAD AND 3.0
 KF0948'FEET SOUTH OF REPUBLIC-PAWNEE STATE PARK FENCE.  IT IS STAMPED
 KF0948'REPUBLIC NO 1 1950 AND PROJECTS 2 INCHES.
 KF0948'
 KF0948'REFERENCE MARK NO. 2 IS 20.0 FEET SOUTH OF CENTER OF ROAD AT THE
 KF0948'NORTH EDGE OF A CULTIVATED FIELD.  IT IS STAMPED REPUBLIC NO 2 1950
 KF0948'AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 KF0948'
 KF0948'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO 2 IS 55.1 FEET.
 KF0948'
 KF0948'THE AZIMUTH MARK IS 53.0 FEET SOUTH OF THE SOUTHWEST CORNER OF
 KF0948'CEMETERY FENCE, 25.0 FEET SOUTH OF CENTER OF GRADED ROAD, 1.5
 KF0948'FEET NORTHWEST OF A WITNESS POST AND 1.5 FEET NORTH OF A
 KF0948'EAST-WEST FENCE LINE.  IT IS STAMPED REPUBLIC 1950 AND PROJECTS 2
 KF0948'INCHES.
 KF0948'
 KF0948'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.25
 KF0948'MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR 0.5 MILE TO A
 KF0948'T-ROAD RIGHT AND CEMETERY, TURN RIGHT AND GO WEST FOR 0.05 MILE
 KF0948'TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 KF0948'
 KF0948'TO REACH THE STATION FROM THE DEPOT IN REPUBLIC, GO WEST ON MAIN
 KF0948'STREET FOR 0.15 MILE TO A T-INTERSECTION, TURN LEFT AND GO 0.55
 KF0948'MILE TO CROSS ROAD, TURN RIGHT, WEST FOR 1.0 MILE TO T-ROAD
 KF0948'SOUTH.  TURN LEFT, SOUTH, FOR 0.5 MILE, CROSSING THE REPUBLICAN
 KF0948'RIVER, TO T-ROAD RIGHT.  TURN RIGHT, WEST, GO 0.75 MILE TO STATE
 KF0948'PARK ON RIGHT AND STATION.
 KF0948'
 KF0948'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0948
 KF0948                          STATION RECOVERY (1965)
 KF0948
 KF0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0948'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED AS
 KF0948'DESCRIBED AND FOUND TO BE IN GOOD CONDITION, EXCEPT REFERENCE
 KF0948'MARK IS NOW IN AREA WHERE IT IS FARMED OUT TO THE ROAD AND THE
 KF0948'MARK IS COVERED OVER AT TIMES.
 KF0948'
 KF0948'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN POOR CONDITION,
 KF0948'DIRT HAS BEEN GRADED AWAY FROM THE MONUMENT AND IT APPEARS TO BE
 KF0948'LEANING SLIGHTLY.
 KF0948
 KF0948                          STATION RECOVERY (1966)
 KF0948
 KF0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF0948'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KF0948'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 KF0948'FOUND EXPOSED AND THE MARK HAD BEEN DISTURBED.  THE LOCATION FOR
 KF0948'THE STATION WAS FOUND ADEQUATE.
 KF0948'
 KF0948'A NEW AZIMUTH MARK WAS SET.
 KF0948'
 KF0948'FOLLOWING IS A NEW TO REACH AND DESCRIPTION FOR ALL MARKS.
 KF0948'
 KF0948'TO REACH THE STATION FROM THE RAILROAD DEPOT IN REPUBLIC, GO WEST
 KF0948'ON MAIN STREET FOR 0.15 MILE TO A T-INTERSECTION.  TURN LEFT AND
 KF0948'GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD.  TURN
 KF0948'RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD
 KF0948'ON THE LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.5
 KF0948'MILE, CROSSING THE REPUBLICAN RIVER, TO A SIDE ROAD ON THE
 KF0948'RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.5 MILE TO
 KF0948'WHERE THE MAIN ROAD TURNS SOUTH.  CONTINUE STRAIGHT AHEAD,
 KF0948'WEST, ON A GRAVELED ROAD FOR 0.25 MILE TO THE REPUBLIC-PAWNEE
 KF0948'STATE PARK AND THE STATION ON THE RIGHT.
 KF0948'
 KF0948'STATION MARK, A STANDARD DISK STAMPED REPUBLIC 1950, IS SET IN THE
 KF0948'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 KF0948'THE GROUND.  IT IS 18 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KF0948'ROAD, 17 FEET EAST OF THE CENTER OF GATE INTO THE STATE PARK, AND
 KF0948'4 FEET SOUTH OF THE PARK FENCE.  THE UNDERGROUND MARK WAS NOT
 KF0948'INSPECTED.
 KF0948'
 KF0948'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED REPUBLIC NO 1 1950,
 KF0948'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1
 KF0948'INCH.  IT IS 21.5 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD,
 KF0948'3.5 FEET SOUTH OF THE PARK FENCE, AND 0.5 FEET WEST OF A 2-FOOT
 KF0948'SECTION OF A GRADER BLADE.
 KF0948'
 KF0948'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED REPUBLIC NO 2 1950,
 KF0948'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 2 INCHES
 KF0948'BELOW THE SURFACE OF THE GROUND.  IT IS 28 FEET SOUTH OF THE
 KF0948'CENTER OF THE EAST-WEST ROAD AND 0.5 FEET EAST OF A 2-FOOT SECTION
 KF0948'OF A GRADER BLADE.
 KF0948'
 KF0948'AZIMUTH MARK, A STANDARD DISK STAMPED REPUBLIC 1950 RESET 1966, IS
 KF0948'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 KF0948'IT IS ABOUT DUE EAST OF A ROAD INTERSECTION, 46 FEET EAST OF THE
 KF0948'CENTER OF A NORTH-SOUTH ROAD, 20 FEET EAST-SOUTHEAST OF A METAL
 KF0948'WITNESS POST, 18 FEET EAST OF A FENCE CORNER, AND 1 FOOT SOUTH OF
 KF0948'A FENCE.
 KF0948'
 KF0948'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A GRAVELED
 KF0948'ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 KF0948'SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE
 KF0948'RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 KF0948
 KF0948                          STATION RECOVERY (1969)
 KF0948
 KF0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KF0948'STATION NOT FOUND.  ROAD BANKS HAVE BEEN RESHAPED IN THE VICINITY
 KF0948'SO STATION MAY BE DESTROYED OR BROKEN OFF UNDERGROUND.  THIS
 KF0948'INFORMATION ALSO APPLIES TO REFERENCE MARK 1.
 KF0948'
 KF0948'FLAGPOLE AND OBELISK HAVE BOTH BEEN MOVED.
 KF0948'
 KF0948'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.0 MILES S AND
 KF0948'2 MILES W OF REPUBLIC.
 KF0948
 KF0948                          STATION RECOVERY (1970)
 KF0948
 KF0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KF0948'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 KF0948'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS
 KF0948'DESTROYED WHEN ROAD WAS CHANGED.  THE DISTANCE AND DIRECTION TO
 KF0948'THE MARKS CHECKED.
 KF0948'
 KF0948'REFERENCE MARK NO. 3 WAS SET.
 KF0948'
 KF0948'FOLLOWING IS A COMPLETE DESCRIPTION.
 KF0948'
 KF0948'TO REACH THE STATION FROM THE RAILROAD DEPOT IN REPUBLIC, GO
 KF0948'WEST ON MAIN STREET FOR 0.15 MILE TO A T-INTERSECTION.  TURN LEFT
 KF0948'AND GO SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD.
 KF0948'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A SIDE
 KF0948'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 KF0948'0.5 MILE, CROSSING THE REPUBLICAN RIVER, TO A SIDE ROAD ON THE
 KF0948'RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.5 MILE
 KF0948'TO STATE HIGHWAY 266.  TURN SHARP RIGHT AND GO NORTH ON STATE
 KF0948'HIGHWAY 266 FOR 0.05 MILE TO A SIDE ROAD LEFT AND THE
 KF0948'ENTRANCE TO THE SHAWNEE INDIAN VILLAGE MUSEUM.  TURN LEFT AND GO
 KF0948'WEST ON A GRAVELED ROAD FOR ABOUT 200 FEET TO THE STATION ON
 KF0948'THE RIGHT.
 KF0948'
 KF0948'STATION MARK, A STANDARD DISK STAMPED REPUBLIC 1950, IS SET IN
 KF0948'THE TOP OF A SQUARE CONCRETE POST WHICH IS 4 INCHES BELOW THE
 KF0948'SURFACE OF THE GROUND.  IT IS 201 FEET WEST OF THE CENTER OF THE
 KF0948'ENTRANCE TO MUSEUM, 146 FEET WEST OF THE SOUTHEAST CORNER OF AN
 KF0948'IRON FENCE, 43 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 22.5
 KF0948'FEET EAST OF THE EAST EDGE OF A SIGN ON THE IRON FENCE, AND 4
 KF0948'FEET SOUTH OF A METAL WITNESS POST SET IN THE IRON FENCE.  THE
 KF0948'UNDERGROUND MARK WAS NOT INSPECTED.
 KF0948'
 KF0948'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED REPUBLIC NO. 1 1950,
 KF0948'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KF0948'THE SURFACE OF THE GROUND.  IT IS 48 FEET NORTH OF THE CENTER OF
 KF0948'THE GRAVELED ROAD, 38 FEET EAST-SOUTHEAST OF A METAL WITNESS POST,
 KF0948'AND 3.5 FEET SOUTH OF THE IRON FENCE.
 KF0948'
 KF0948'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED REPUBLIC 1950 NO. 3
 KF0948'1970, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 KF0948'WITH THE SURFACE OF THE GROUND.  IT IS 40 FEET NORTH OF THE CENTER
 KF0948'OF THE GRAVELED ROAD, 20 FEET WEST OF A METAL SIGN ON THE IRON
 KF0948'FENCE (ELIZABETH A. JOHNSONS), AND 1 FOOT SOUTH OF THE IRON
 KF0948'FENCE.
 KF0948'
 KF0948'AZIMUTH MARK, A STANDARD DISK STAMPED REPUBLIC 1950 RESET 1966,
 KF0948'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 KF0948'INCHES.  IT IS 48.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 266,
 KF0948'18 FEET EAST OF THE WEST END OF A FENCE, 2 FEET SOUTHWEST OF A
 KF0948'GATE POST AND A RIGHT-OF-WAY POST AT THE SOUTH END OF A WIRE
 KF0948'GATE, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 KF0948'
 KF0948'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST TO THE
 KF0948'SURFACED ROAD.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 266 FOR
 KF0948'0.5 MILE TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK ON THE
 KF0948'LEFT.
 KF0948'
 KF0948'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2
 KF0948'MILES SOUTHWEST OF REPUBLIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0946 ***********************************************************************
 KF0946  DESIGNATION -  REPUBLIC MUNICIPAL TANK
 KF0946  PID         -  KF0946
 KF0946  STATE/COUNTY-  KS/REPUBLIC
 KF0946  USGS QUAD   -  REPUBLIC (1969)
 KF0946
 KF0946                         *CURRENT SURVEY CONTROL
 KF0946  ___________________________________________________________________
 KF0946* NAD 83(1997)-  39 55 26.56031(N)    097 49 04.00656(W)     ADJUSTED  
 KF0946* NAVD 88     -                                                        
 KF0946  ___________________________________________________________________
 KF0946  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 KF0946  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 KF0946
 KF0946  HORZ ORDER  -  THIRD
 KF0946
 KF0946.The horizontal coordinates were established by classical geodetic methods
 KF0946.and adjusted by the National Geodetic Survey in October 1998..
 KF0946
 KF0946
 KF0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0946
 KF0946.The geoid height was determined by GEOID03.
 KF0946
 KF0946;                    North         East     Units Scale Factor Converg.
 KF0946;SPC KS N     -   176,611.592   415,578.122   MT  1.00002586   +0 06 55.1
 KF0946;SPC NE       -    12,426.733   686,541.278   MT  1.00003517   +1 26 46.1
 KF0946;UTM  14      - 4,419,995.916   601,026.980   MT  0.99972565   +0 45 31.6
 KF0946
 KF0946                          SUPERSEDED SURVEY CONTROL
 KF0946
 KF0946  NAD 83(1997)-  39 55 26.56085(N)    097 49 04.00642(W) AD(       ) 4
 KF0946  NAD 83(1986)-  39 55 26.56538(N)    097 49 04.00664(W) AD(       ) 4
 KF0946  NAD 27      -  39 55 26.53000(N)    097 49 02.84100(W) AD(       ) 3
 KF0946
 KF0946.Superseded values are not recommended for survey control.
 KF0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0946.See file dsdata.txt to determine how the superseded data were derived.
 KF0946
 KF0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK0102719996(NAD 83)
 KF0946_MARKER: 53 = ELEVATED TANK
 KF0946
 KF0946  HISTORY     - Date     Condition        Report By
 KF0946  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0946  HISTORY     - 1965     GOOD             CGS
 KF0946
 KF0946                          STATION DESCRIPTION
 KF0946
 KF0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0946'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF THE TOWN
 KF0946'OF REPUBLIC AND 500 FEET EAST OF THE EAST MOST STREET RUNNING
 KF0946'NORTH AND SOUTH.
 KF0946'
 KF0946'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR LEGGED STEEL STRUCTURE
 KF0946'AND HAS AN OVERALL HEIGHT OF 85 FEET.  THE LETTERS REPUBLIC
 KF0946'ARE PAINTED ON THE NORTH SIDE OF THE TANK.
 KF0946'
 KF0946'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
 KF0946
 KF0946                          STATION RECOVERY (1965)
 KF0946
 KF0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0946'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0947 ***********************************************************************
 KF0947  DESIGNATION -  REPUBLIC PAWNEE ST PK FP
 KF0947  PID         -  KF0947
 KF0947  STATE/COUNTY-  KS/REPUBLIC
 KF0947  USGS QUAD   -  REPUBLIC (1969)
 KF0947
 KF0947                         *CURRENT SURVEY CONTROL
 KF0947  ___________________________________________________________________
 KF0947* NAD 83(1997)-  39 54 28.73160(N)    097 51 38.95152(W)     ADJUSTED  
 KF0947* NAVD 88     -                                                        
 KF0947  ___________________________________________________________________
 KF0947  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 KF0947  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 KF0947
 KF0947  HORZ ORDER  -  THIRD
 KF0947
 KF0947.The horizontal coordinates were established by classical geodetic methods
 KF0947.and adjusted by the National Geodetic Survey in October 1998..
 KF0947
 KF0947
 KF0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0947
 KF0947.The geoid height was determined by GEOID03.
 KF0947
 KF0947;                    North         East     Units Scale Factor Converg.
 KF0947;SPC KS N     -   174,821.439   411,901.331   MT  1.00002260   +0 05 17.0
 KF0947;SPC NE       -    10,551.679   682,906.981   MT  1.00004283   +1 25 03.5
 KF0947;UTM  14      - 4,418,165.158   597,371.623   MT  0.99971672   +0 43 51.3
 KF0947
 KF0947                          SUPERSEDED SURVEY CONTROL
 KF0947
 KF0947  NAD 83(1997)-  39 54 28.73225(N)    097 51 38.95109(W) AD(       ) 4
 KF0947  NAD 83(1986)-  39 54 28.73683(N)    097 51 38.95168(W) AD(       ) 4
 KF0947  NAD 27      -  39 54 28.70000(N)    097 51 37.77700(W) AD(       ) 3
 KF0947
 KF0947.Superseded values are not recommended for survey control.
 KF0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0947.See file dsdata.txt to determine how the superseded data were derived.
 KF0947
 KF0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK9737218165(NAD 83)
 KF0947_MARKER: 62 = FLAGPOLE
 KF0947
 KF0947  HISTORY     - Date     Condition        Report By
 KF0947  HISTORY     - 1950     FIRST OBSERVED   CGS
 KF0947  HISTORY     - 1965     GOOD             CGS
 KF0947
 KF0947                          STATION DESCRIPTION
 KF0947
 KF0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0947'THE STATION IS LOCATED 2.0 MILES WEST AND 1.0 MILE SOUTH OF
 KF0947'REPUBLIC NEAR THE CENTER OF REPUBLIC-PAWNEE STATE PARK.  IT IS 147
 KF0947'FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 129 FEET NORTH OF
 KF0947'FENCE AT THE SOUTH EDGE OF PARK AND 75 FEET SOUTHEAST OF
 KF0947'MONUMENT IN THE CENTER OF PARK.  IT IS A IRON POLE WITH A BALL AT
 KF0947'THE APEX OF THE POLE WITH AN OVERALL HEIGHT OF 85 FEET.
 KF0947'
 KF0947'TO REACH THE STATION FROM THE DEPOT IN REPUBLIC, GO WEST ON
 KF0947'MAIN STREET FOR 0.15 MILE TO A T-INTERSECTION, TURN LEFT AND GO
 KF0947'SOUTH FOR 0.55 MILE TO CROSSROAD, TURN RIGHT AND GO WEST FOR
 KF0947'1.0 MILE, TURN LEFT AND GO SOUTH FOR 0.5 MILE CROSSING THE
 KF0947'REPUBLICAN RIVER, TO T-ROAD RIGHT, TURN RIGHT AND GO WEST FOR
 KF0947'0.75 MILE TO PARK ON THE RIGHT AND STATION AS DESCRIBED.
 KF0947
 KF0947                          STATION RECOVERY (1965)
 KF0947
 KF0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF0947'THIS TRAVERSE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1264 ***********************************************************************
 KE1264  DESIGNATION -  RESERVE MUNICIPAL TANK
 KE1264  PID         -  KE1264
 KE1264  STATE/COUNTY-  KS/BROWN
 KE1264  USGS QUAD   -  RESERVE (1960)
 KE1264
 KE1264                         *CURRENT SURVEY CONTROL
 KE1264  ___________________________________________________________________
 KE1264* NAD 83(1997)-  39 58 37.73632(N)    095 34 03.01127(W)     ADJUSTED  
 KE1264* NAVD 88     -                                                        
 KE1264  ___________________________________________________________________
 KE1264  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 KE1264  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 KE1264
 KE1264  HORZ ORDER  -  THIRD
 KE1264
 KE1264.The horizontal coordinates were established by classical geodetic methods
 KE1264.and adjusted by the National Geodetic Survey in October 1998..
 KE1264
 KE1264
 KE1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1264
 KE1264.The geoid height was determined by GEOID03.
 KE1264
 KE1264;                    North         East     Units Scale Factor Converg.
 KE1264;SPC KS N     -   185,283.238   607,772.253   MT  1.00003719   +1 32 20.7
 KE1264;SPC NE       -    25,672.722   878,472.239   MT  1.00001040   +2 56 14.6
 KE1264;UTM  15      - 4,428,378.262   280,752.717   MT  1.00019181   -1 39 00.8
 KE1264
 KE1264                          SUPERSEDED SURVEY CONTROL
 KE1264
 KE1264  NAD 83(1997)-  39 58 37.73632(N)    095 34 03.01128(W) AD(       ) 4
 KE1264  NAD 83(1986)-  39 58 37.74299(N)    095 34 03.00880(W) AD(       ) 4
 KE1264  NAD 27      -  39 58 37.73000(N)    095 34 02.06900(W) AD(       ) 3
 KE1264
 KE1264.Superseded values are not recommended for survey control.
 KE1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1264.See file dsdata.txt to determine how the superseded data were derived.
 KE1264
 KE1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STE8075328378(NAD 83)
 KE1264_MARKER: 53 = ELEVATED TANK
 KE1264
 KE1264  HISTORY     - Date     Condition        Report By
 KE1264  HISTORY     - 1945     FIRST OBSERVED   CGS
 KE1264  HISTORY     - 20041029 GOOD             GEOCAC
 KE1264
 KE1264                          STATION DESCRIPTION
 KE1264
 KE1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JCP)
 KE1264'STATION IS CENTRALLY LOCATED IN THE VILLAGE OF RESERVE.
 KE1264'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, AND
 KE1264'APPROXIMATELY 125 FEET IN HEIGHT.  THE POINT INTERSECTED WAS
 KE1264'THE BALL FINIAL AT THE APEX OF THE ROOF.
 KE1264'
 KE1264'THIS IS AN INTERSECTION STATION.
 KE1264
 KE1264                          STATION RECOVERY (2004)
 KE1264
 KE1264'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0789 ***********************************************************************
 JG0789  DESIGNATION -  RESERVOIR
 JG0789  PID         -  JG0789
 JG0789  STATE/COUNTY-  KS/RUSSELL
 JG0789  USGS QUAD   -  DORRANCE NE (1967)
 JG0789
 JG0789                         *CURRENT SURVEY CONTROL
 JG0789  ___________________________________________________________________
 JG0789* NAD 83(1997)-  38 57 35.04349(N)    098 31 09.85966(W)     ADJUSTED  
 JG0789* NAVD 88     -       535.8    (meters)    1758.     (feet)  VERTCON   
 JG0789  ___________________________________________________________________
 JG0789  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 JG0789  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 JG0789
 JG0789  HORZ ORDER  -  FIRST
 JG0789
 JG0789.The horizontal coordinates were established by classical geodetic methods
 JG0789.and adjusted by the National Geodetic Survey in October 1998..
 JG0789
 JG0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0789
 JG0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0789
 JG0789.The geoid height was determined by GEOID03.
 JG0789
 JG0789;                    North         East     Units Scale Factor Converg.
 JG0789;SPC KS N     -    69,666.275   354,981.894   MT  0.99996967   -0 19 43.1
 JG0789;UTM  14      - 4,312,418.078   541,639.204   MT  0.99962135   +0 18 07.9
 JG0789
 JG0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0789!SPC KS N     -   0.99992008  x   0.99996967  =   0.99988976
 JG0789!UTM  14      -   0.99992008  x   0.99962135  =   0.99954146
 JG0789
 JG0789|---------------------------------------------------------------------|
 JG0789| PID    Reference Object                     Distance      Geod. Az  |
 JG0789|                                                           dddmmss.s |
 JG0789| JG0788 TEMPORARY ASTRO MARK                  9.552 METERS 01642     |
 JG0789| CL3847 RESERVOIR RM 1                       22.968 METERS 03421     |
 JG0789| CK8995 W                                                  0445921.0 |
 JG0789| CL3848 RESERVOIR RM 2                       16.178 METERS 18040     |
 JG0789|---------------------------------------------------------------------|
 JG0789
 JG0789                          SUPERSEDED SURVEY CONTROL
 JG0789
 JG0789  NAD 83(1986)-  38 57 35.05139(N)    098 31 09.86032(W) AD(       ) 1
 JG0789  NAD 27      -  38 57 35.00829(N)    098 31 08.62254(W) AD(       ) 1
 JG0789  NGVD 29 (07/19/86)  535.6    (m)         1757.     (f) VERT ANG       
 JG0789
 JG0789.Superseded values are not recommended for survey control.
 JG0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0789.See file dsdata.txt to determine how the superseded data were derived.
 JG0789
 JG0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ4163912418(NAD 83)
 JG0789_MARKER: DS = TRIANGULATION STATION DISK
 JG0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0789_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0789
 JG0789  HISTORY     - Date     Condition        Report By
 JG0789  HISTORY     - 1967     MONUMENTED       CGS
 JG0789
 JG0789                          STATION DESCRIPTION
 JG0789
 JG0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (COP)
 JG0789'STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHWEST OF WILSON, ABOUT
 JG0789'7-1/2 MILES SOUTHWEST OF SYLVAN GROVE AND ABOUT 6-1/2 MILE SOUTH OF
 JG0789'LUCAS.  IN THE SOUTHWEST 1/4 OF SECTION 35, T. 12 S., R. 11 W., AND
 JG0789'ABOUT 1.0 MILE SOUTHWEST OF THE NORTH END OF THE WILSON DAM.  THE
 JG0789'STATION MARK IS ON GOVERNMENT PROPERTY, 54 FEET SOUTH-SOUTHEAST
 JG0789'OF FENCE CORNER, 53 FEET SOUTH OF FENCELINE AND 12 FEET EAST OF
 JG0789'FENCELINE.  STATION IS MARKED BY A STANDARD TRIANGULATION
 JG0789'STATION MARK DISK CEMENTED IN THE TOP OF A 12 INCH CONCRETE
 JG0789'CYLINDER MONUMENT, THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 JG0789'THE DISK IS STAMPED RESERVOIR 1967.
 JG0789'
 JG0789'TO REACH THE STATION FROM THE SPILLWAY OF THE WILSON DAM, GO NORTH
 JG0789'ON SURFACED ROAD FOR 0.85 MILE TO SIDE ROAD LEFT, TURN LEFT ON
 JG0789'SURFACED ROAD AND GO WEST FOR 0.05 MILE TO A TRACK ROAD RIGHT.
 JG0789'(TURN RIGHT AND GO NORTH UP STEEP HILL FOR 0.1 MILE TO BENCH MARK W
 JG0789'(USBR) (AZIMUTH MARK) AT THE TOP OF RIDGE).  CONTINUE WESTERLY
 JG0789'FOLLOWING SURFACED ROAD TO TOP OF HILL FOR 1.1 MILE TO ROAD
 JG0789'FORK, TAKE THE LEFT FORK AND GO WESTERLY FOR 0.1 MILE TO A METAL
 JG0789'GATE, PASS THRU GATE AND TURN RIGHT AND GO NORTH FOR ABOUT 100 YARDS
 JG0789'AND STATION AS DESCRIBED.
 JG0789'
 JG0789'REFERENCE MARK NO. 1 IS 17-1/2 FEET NORTH OF A SMALL TREE AND 1 FOOT
 JG0789'SOUTH OF FENCELINE.  IT IS MARKED BY A STANDARD REFERENCE MARK DISK
 JG0789'SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT, THAT IS SET
 JG0789'FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED
 JG0789'RESERVOIR NO 1 1967.
 JG0789'
 JG0789'BENCH MARK W (USBR) IS 55 FEET EAST OF THE APPROXIMATE CENTER OF
 JG0789'TRACK ROAD AND 2.3 FEET WEST OF A METAL WITNESS POST.  IT IS MARKED
 JG0789'BY A BUREAU OF RECLAMATION BENCH MARK DISK, CEMENTED IN THE TOP OF
 JG0789'A 6X6 INCH CONCRETE MONUMENT, THAT IS SET FLUSH WITH THE SURFACE OF
 JG0789'THE GROUND.  IT IS STAMPED SEVERAL TIMES WITH A SMALL LETTER W.
 JG0789'
 JG0789'BENCH MARK ET 19 LR 1960 (USGS) IS 134 FEET NORTHWEST OF WELL IN A
 JG0789'SHED, 35 FEET NORTH OF THE JUNCTION OF ROADS AND 2 FEET SOUTH OF
 JG0789'FENCELINE.  IT IS MARKED BY A US GEOLOGICAL SURVEY BENCH MARK DISK,
 JG0789'CEMENTED IN THE TOP OF A 6X6 INCH CONCRETE MONUMENT, THAT IS SET
 JG0789'FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS STAMPED ET 19
 JG0789'LR 1960 1591.80.
 JG0789'
 JG0789'REFERENCE MARK NO. 2 IS 1.2 FEET EAST OF FENCELINE.  IT IS MARKED BY
 JG0789'A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A 12 INCH CONCRETE
 JG0789'CYLINDER MONUMENT, THAT IS SET FLUSH WITH THE SURFACE OF THE
 JG0789'GROUND.  THE DISK IS STAMPED RESERVOIR NO 2 1967.
 JG0789'
 JG0789'HEIGHT OF LIGHT ABOVE STATION MARK 14.33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1183 ***********************************************************************
 KE1183  DESIGNATION -  RESERVOIR
 KE1183  PID         -  KE1183
 KE1183  STATE/COUNTY-  KS/LEAVENWORTH
 KE1183  USGS QUAD   -  LEAVENWORTH (1984)
 KE1183
 KE1183                         *CURRENT SURVEY CONTROL
 KE1183  ___________________________________________________________________
 KE1183* NAD 83(1997)-  39 17 49.27335(N)    094 56 09.73728(W)     ADJUSTED  
 KE1183* NAVD 88     -       336.8    (meters)    1105.     (feet)  GPS OBS   
 KE1183  ___________________________________________________________________
 KE1183  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 KE1183  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 KE1183
 KE1183  HORZ ORDER  -  FIRST
 KE1183
 KE1183.The horizontal coordinates were established by GPS observations
 KE1183.and adjusted by the National Geodetic Survey in October 1998..
 KE1183
 KE1183.The orthometric height was determined by GPS observations and a
 KE1183.high-resolution geoid model.
 KE1183
 KE1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1183
 KE1183.The geoid height was determined by GEOID03.
 KE1183
 KE1183;                    North         East     Units Scale Factor Converg.
 KE1183;SPC KS N     -   111,451.309   664,244.987   MT  0.99995718   +1 56 19.0
 KE1183;SPC MO W     -   347,512.798   812,388.156   MT  0.99995859   -0 16 34.2
 KE1183;UTM  15      - 4,351,524.878   333,051.872   MT  0.99994318   -1 13 35.2
 KE1183
 KE1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1183!SPC KS N     -   0.99995222  x   0.99995718  =   0.99990940
 KE1183!SPC MO W     -   0.99995222  x   0.99995859  =   0.99991081
 KE1183!UTM  15      -   0.99995222  x   0.99994318  =   0.99989541
 KE1183
 KE1183:                Primary Azimuth Mark                     Grid Az
 KE1183:SPC KS N     -  LEAVENWORTH GRANT HALL DOME              014 36 39.6
 KE1183:SPC MO W     -  LEAVENWORTH GRANT HALL DOME              016 49 32.8
 KE1183:UTM  15      -  LEAVENWORTH GRANT HALL DOME              017 46 33.8
 KE1183
 KE1183|---------------------------------------------------------------------|
 KE1183| PID    Reference Object                     Distance      Geod. Az  |
 KE1183|                                                           dddmmss.s |
 KE1183| KE1509 LEAVENWORTH GRANT HALL DOME         APPROX. 6.3 KM 0163258.6 |
 KE1183| KE1507 LEAVENWORTH VA HOSP WATER TK        APPROX. 4.3 KM 1123755.2 |
 KE1183| CL8264 RESERVOIR RM 1                       32.867 METERS 12320     |
 KE1183| AI1614 ST MARYS ACAD CROSS ON SPIRE                       1303104.8 |
 KE1183| CL8263 RESERVOIR AZ MK                                    2054332.7 |
 KE1183| CL8265 RESERVOIR RM 2                       27.371 METERS 21154     |
 KE1183|---------------------------------------------------------------------|
 KE1183
 KE1183                          SUPERSEDED SURVEY CONTROL
 KE1183
 KE1183  NAD 83(1997)-  39 17 49.28362(N)    094 56 09.72925(W) AD(       ) 1
 KE1183  NAD 83(1986)-  39 17 49.27654(N)    094 56 09.73313(W) AD(       ) 1
 KE1183  NAD 83(1986)-  39 17 49.28422(N)    094 56 09.72872(W) AD(       ) 1
 KE1183  NAD 27      -  39 17 49.27939(N)    094 56 08.85979(W) AD(       ) 1
 KE1183
 KE1183.Superseded values are not recommended for survey control.
 KE1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1183.See file dsdata.txt to determine how the superseded data were derived.
 KE1183
 KE1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3305251525(NAD 83)
 KE1183_MARKER: DH = HORIZONTAL CONTROL DISK
 KE1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1183_STAMPING: RESERVOIR 1934
 KE1183_MARK LOGO: MORC  
 KE1183_MAGNETIC: N = NO MAGNETIC MATERIAL
 KE1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1183+STABILITY: SURFACE MOTION
 KE1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KE1183+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 KE1183
 KE1183  HISTORY     - Date     Condition        Report By
 KE1183  HISTORY     - 1934     MONUMENTED       MORC
 KE1183  HISTORY     - 1950     GOOD             CGS
 KE1183  HISTORY     - 19960515 GOOD             MODNR
 KE1183  HISTORY     - 20000505 GOOD             LOCSUR
 KE1183  HISTORY     - 20020826 GOOD             SKW
 KE1183
 KE1183                          STATION DESCRIPTION
 KE1183
 KE1183'DESCRIBED BY MISSOURI RIVER COMMISSION 1934 (CAS)
 KE1183'THIS STATION IS AT THE W EDGE OF LEAVENWORTH, KANSAS, ON WHAT
 KE1183'IS KNOWN AS RESERVOIR HILL, WHICH IS OWNED BY THE CITY.
 KE1183'THE CITY RESERVOIR IS ON THIS HILL JUST W OF THE STATION.
 KE1183'THE STATION MARK IS A STANDARD MISSOURI RIVER COMMISSION
 KE1183'MARK SET IN A PIPE AND HAS BEEN REINFORCED WITH CONCRETE.
 KE1183'THE UNDERGROUND MARK IS A TRIANGLE WITH HOLE IN CENTER DRILLED
 KE1183'IN STONE.  THE STATION MARK IS 13.5 FEET ENE OF N GATEPOST OF
 KE1183'RESERVOIR FENCE, 62 FEET WSW OF FENCE CORNER, AND 50 FEET W OF
 KE1183'PROPERTY LINE BETWEEN CITY PROPERTY AND THAT OWNED BY MR.
 KE1183'GEORGE RICHESON, AND PROJECTS 4 INCHES.
 KE1183'
 KE1183'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET
 KE1183'IN CONCRETE.
 KE1183'
 KE1183'REFERENCE MARK NO. 1 IS SE OF THE STATION, ON LAND OWNED
 KE1183'BY MR. GEORGE RICHESON, 6 FEET W OF BRINK OF BLUFF AND LINE
 KE1183'OF SCRUB OAK, 33 FEET E OF BOUNDARY LINE BETWEEN CITY
 KE1183'PROPERTY AND THAT OF MR. RICHESON, 75 FEET SSE OF FENCE
 KE1183'CORNER, WHICH IS ENE OF STATION MARK.  THE MARK IS FLUSH WITH THE
 KE1183'GROUND.
 KE1183'
 KE1183'REFERENCE MARK NO. 2 IS SW OF THE STATION, 21.5 FEET (NORMAL
 KE1183'DISTANCE) ESE OF FENCE AROUND RESERVOIR, 2.5 FEET ENE OF
 KE1183'IRON POST BEARING NO TRESPASSING SIGN.  THE MARK IS FLUSH WITH
 KE1183'THE GROUND.
 KE1183'
 KE1183'THE AZIMUTH MARK IS SSW OF THE STATION, ON GREENWOOD COUNTRY
 KE1183'CLUB GOLF COURSE, WHICH IS LOCATED ON THE ROAD LEADING FROM
 KE1183'LEAVENWORTH TO LAWRENCE, AT S EDGE OF GOLF COURSE, 0.2 MILE SW
 KE1183'OF N CURVE IN ROAD, 0.1 MILE SW OF WOODEN BRIDGE, MIDWAY UP
 KE1183'SLIGHT GRADE, 250 YARDS E OF CLUB HOUSE, 50 YARDS E OF VERY
 KE1183'PROMINENT 36-INCH OAK TREE, 3 FEET NW OF BRINK OF ROAD CUT.
 KE1183'THE MARK IS FLUSH WITH THE GROUND.
 KE1183'
 KE1183'ALL LIGHTS COME INTO VIEW AT 40 FEET.
 KE1183
 KE1183                          STATION RECOVERY (1950)
 KE1183
 KE1183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KE1183'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 KE1183'AND FOUND IN GOOD CONDITION.  THE TOP HALF OF THE AZIMUTH
 KE1183'MARK WAS FOUND NEAR ITS ORIGINAL LOCATION BROKEN OFF AND CAN
 KE1183'BE LISTED AS DESTROYED.  THERE ARE TWO NATURAL OBJECTS WHICH
 KE1183'ARE VISIBLE FROM THE GROUND AND MAY BE USED AS AN AZIMUTH MARK.
 KE1183'A COMPLETE DESCRIPTION FOLLOWS.
 KE1183'
 KE1183'STATION IS LOCATED AT THE SOUTHWEST EDGE OF LEAVENWORTH,
 KE1183'KANSAS ON WHAT IS KNOWN AS RESERVIOR HILL AND OWNED BY THE
 KE1183'CITY.  THE CITY WATER RESERVIOR IS ON THIS HILL AND IS NOW
 KE1183'COVERED.  THE MARK IS 165 FEET SOUTHEAST OF THE FLOAT GAGE
 KE1183'FOR THE RESERVIOR, 57 FEET WEST-SOUTHWEST OF A SOUTHWEST
 KE1183'FENCE CORNER, 20 FEET EAST OF THE TOP EDGE OF RESERVIOR
 KE1183'AND 10 FEET SOUTHEAST OF A ROCK AND CEMENT OUTCROP ON THE
 KE1183'SLOPE OF THE RESERVIOR.  THE STATION MARK IS A STANDARD
 KE1183'MISSOURI RIVER COMMISSION MARK SET IN A PIPE WHICH IS
 KE1183'REINFORCED WITH CONCRETE.  THE UNDERGROUND MARK IS A TRIANGLE
 KE1183'WITH A HOLE IN THE CENTER DRILLED IN ROCK.
 KE1183'
 KE1183'REFERENCE MARK NO. 1 IS 107.83 FEET (32.867 METERS) SOUTHEAST OF
 KE1183'THE STATION, 78 FEET SOUTH-SOUTHEAST OF SOUTHWEST FENCE
 KE1183'CORNER, 68 FEET SOUTH OF FENCE-LINE, 6 FEET WEST OF THE
 KE1183'EDGE OF BLUFF AND ON LINE WITH THE SOUTH SIDE OF SMALL HOUSE
 KE1183'WHICH IS EAST OF THE MARK.  IT IS STAMPED RESERVIOR M.R.C. NO 1
 KE1183'1934 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 KE1183'
 KE1183'REFERENCE MARK NO. 2 IS 89.80 FEET (26.371 METERS) SOUTHWEST OF
 KE1183'THE STATION, 28 FEET SOUTH-SOUTHEAST OF THE TOP EDGE OF
 KE1183'RESERVIOR AND AT THE BOTTOM EDGE OF THE SLOPE OF THE RESERVIOR.
 KE1183'IT IS STAMPED RESERVIOR M.R.C. NO 2 1934 AND IS 1 INCH BELOW THE
 KE1183'SURFACE OF THE GROUND.
 KE1183
 KE1183                          STATION RECOVERY (1996)
 KE1183
 KE1183'RECOVERY NOTE BY MO DEPT OF NAT RES 1996
 KE1183'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF LEAVENWORTH, KS ON
 KE1183'WHAT IS KNOWN AS RESERVOIR HILL AND PROPERTY OWNED BY THE CITY.  THE
 KE1183'CITY WATER RESERVOIR IS LOCATED ON THE TOP OF THIS HILL AND IS NOW
 KE1183'COVERED.  THE STATION IS 165 FT (50.3 M) SOUTHEAST OF A FLOAT GAUGE
 KE1183'FOR THE RESERVOIR, 57 FT (17.4 M) WSW OF A FENCE CORNER, 20 FT (6.1 M)
 KE1183'EAST OF THE TOP OF EDGE OF THE RESERVOIR, 1.65 FT (0.50 M) SOUTHWEST
 KE1183'OF A WITNESS POST, AND 1.7 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 KE1183'THE STATION MARK IS A MORC IRON PIPE REINFORCED WITH CONCRETE WITH A
 KE1183'RAISED TRIANGLE ON TOP.  RM NO.  1 IS SOUTH 32 10 26 IN WEST 89.9 FT
 KE1183'(27.4 M) OF THE STATION, RM NO.  2 IS SOUTH 56 23 38 IN EAST 162.29 FT
 KE1183'(49.47 M) THE AZIMUTH MARK WAS REPORTED DESTROYED IN 1950. TO REACH
 KE1183'THE STATION FROM THE CENTER OF THE BRIDGE ON ROUTE 92 ACROSS THE
 KE1183'MISSOURI RIVER, GO WEST ON ROUTE 92 FOR 0.42 MI (0.68 KM) TO THE
 KE1183'JUNCTION OF ROUTE 92 AND ROUTE 73.  TURN LEFT AND GO SOUTH ON ROUTE 73
 KE1183'(4TH STREET) FOR 1.23 MI (1.98 KM) TO SPRUCE STREET.  TURN RIGHT AND
 KE1183'GO WEST ON SPRUCE STREET FOR 0.83 MI (1.34 KM) TO 10TH STREET. TURN
 KE1183'LEFT AND GO SOUTH ON 10TH STREET FOR 0.87 MI (1.40 KM) TO HALDERMAN
 KE1183'STREET, TURN RIGHT AND GO WEST ON HALDERMAN FOR 0.3 MI (0.5 KM) TO A
 KE1183'Y, BEAR LEFT AND CONTINUE UP A GRAVEL ROAD 0.2 MI (0.3 KM) TO THE
 KE1183'LOCKED GATE FOR THE RESERVOIR.  THE KEY FOR THE GATE CAN BE OBTAINED
 KE1183'FROM THE LEAVENWORTH WATER DEPARTMENT.  CONTINUE ON GRAVEL ROAD FOR
 KE1183'100 FT (30.5 M) TO A FORK TO LEFT, TURN HARD LEFT AND AT ANOTHER FORK
 KE1183'50 FT (15.2 M) AHEAD VEER RIGHT AND CONTINUE 100 FT (30.5 M) TO A
 KE1183'CHAIN LINK ENCLOSURE AROUND A SMALL RADIO TOWER AND PARK.  THE FENCE
 KE1183'CORNER TIE IN DESCRIPTION IS ABOUT 60 FT (18.3 M) AHEAD SOUTH OF THE
 KE1183'ENCLOSURE AND STATION IS SOUTHWEST ACROSS A BRUSHY DRAW. FOR KEY TO
 KE1183'GATE AT STATION RESERVOIR, CONTACT BEAU KANSTIENER, SUPERINTENDENT,
 KE1183'WATER DEPARTMENT, 6TH AND CHEROKEE STREETS, LEAVENWORTH, KS.  TEL
 KE1183'682-1513 DATE OF REPORT 05-15-1996
 KE1183
 KE1183                          STATION RECOVERY (2000)
 KE1183
 KE1183'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (KJD)
 KE1183'RECOVERED IN GOOD CONDITION.
 KE1183
 KE1183                          STATION RECOVERY (2002)
 KE1183
 KE1183'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE1183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0184 ***********************************************************************
 KF0184  DESIGNATION -  REST
 KF0184  PID         -  KF0184
 KF0184  STATE/COUNTY-  KS/WABAUNSEE
 KF0184  USGS QUAD   -  MAPLE HILL (1978)
 KF0184
 KF0184                         *CURRENT SURVEY CONTROL
 KF0184  ___________________________________________________________________
 KF0184* NAD 83(1997)-  39 03 31.25640(N)    096 07 27.14956(W)     ADJUSTED  
 KF0184* NAVD 88     -       352.406  (meters)    1156.19   (feet)  ADJUSTED  
 KF0184  ___________________________________________________________________
 KF0184  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 KF0184  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 KF0184  DYNAMIC HT  -         352.173 (meters)    1155.42  (feet)  COMP
 KF0184  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 KF0184
 KF0184  HORZ ORDER  -  SECOND
 KF0184  VERT ORDER  -  SECOND    CLASS 0
 KF0184
 KF0184.The horizontal coordinates were established by classical geodetic methods
 KF0184.and adjusted by the National Geodetic Survey in October 1998..
 KF0184
 KF0184.The orthometric height was determined by differential leveling
 KF0184.and adjusted by the National Geodetic Survey in June 1991..
 KF0184
 KF0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0184
 KF0184.The geoid height was determined by GEOID03.
 KF0184
 KF0184.The dynamic height is computed by dividing the NAVD 88
 KF0184.geopotential number by the normal gravity value computed on the
 KF0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0184.degrees latitude (g = 980.6199 gals.).
 KF0184
 KF0184.The modeled gravity was interpolated from observed gravity values.
 KF0184
 KF0184;                    North         East     Units Scale Factor Converg.
 KF0184;SPC KS N     -    82,203.023   562,341.081   MT  0.99996244   +1 11 12.6
 KF0184;UTM  14      - 4,327,225.435   748,835.763   MT  1.00036250   +1 48 46.8
 KF0184
 KF0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0184!SPC KS N     -   0.99994951  x   0.99996244  =   0.99991196
 KF0184!UTM  14      -   0.99994951  x   1.00036250  =   1.00031200
 KF0184
 KF0184|---------------------------------------------------------------------|
 KF0184| PID    Reference Object                     Distance      Geod. Az  |
 KF0184|                                                           dddmmss.s |
 KF0184| KF0185 REST RM 1                            16.195 METERS 06349     |
 KF0184| KF0186 REST RM 2                            23.698 METERS 06352     |
 KF0184| KF1023 MAPLE HILL TV STA WIBW TOWER        APPROX. 8.7 KM 1320626.1 |
 KF0184| KF0182 P 344                                              2684542.7 |
 KF0184| KF1025 MCFARLAND WESTERN UNION W TWR       APPROX.12.1 KM 3011715.7 |
 KF0184|---------------------------------------------------------------------|
 KF0184
 KF0184                          SUPERSEDED SURVEY CONTROL
 KF0184
 KF0184  NAD 83(1986)-  39 03 31.26255(N)    096 07 27.14542(W) AD(       ) 2
 KF0184  NAD 27      -  39 03 31.26718(N)    096 07 26.17262(W) AD(       ) 2
 KF0184  NGVD 29 (??/??/92)  352.267  (m)         1155.73   (f) ADJ UNCH    2 0
 KF0184
 KF0184.Superseded values are not recommended for survey control.
 KF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0184.See file dsdata.txt to determine how the superseded data were derived.
 KF0184
 KF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ4883627225(NAD 83)
 KF0184_MARKER: DE = TRAVERSE STATION DISK
 KF0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KF0184_STAMPING: REST 1970
 KF0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KF0184+STABILITY: SURFACE MOTION
 KF0184
 KF0184  HISTORY     - Date     Condition        Report By
 KF0184  HISTORY     - 1970     MONUMENTED       NGS
 KF0184  HISTORY     - 1970     GOOD             NGS
 KF0184  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KF0184
 KF0184                          STATION DESCRIPTION
 KF0184
 KF0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KF0184'THE STATION IS LOCATED ABOUT 0.6 MILE SOUTH OF AND 3.0 MILES EAST
 KF0184'OF PAXICO AT THE WEST EDGE OF A ROAD-SIDE REST AREA ALONG THE
 KF0184'NORTH SIDE OF THE EASTBOUND LANE OF INTERSTATE 70 ATOP A SMALL
 KF0184'KNOLL.  IT IS IN THE NW 1/4 SECTION 31, T11S, R12E.
 KF0184'
 KF0184'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 138
 KF0184'AND INTERSTATE 70, WHICH IS LOCATED ABOUT 1.0 MILE SOUTH OF
 KF0184'PAXICO, GO EAST ON I-70 FOR 2.2 MILES TO BM P 344 ON THE LEFT.
 KF0184'THIS BENCH MARK MAY BE USED AS THE AZIMUTH MARK.  CONTINUE
 KF0184'EAST ON I-70 FOR 1.3 MILE TO A ROAD-SIDE REST EXIT ON THE LEFT.
 KF0184'BEAR LEFT ON THE EXIT FOR 0.1 MILE, THENCE TURN SHARP LEFT AND
 KF0184'GO WEST UPHILL ALONG THE NORTH SIDE OF A FENCE FOR 0.15 MILE TO
 KF0184'A PICNIC TABLE ON THE RIGHT AND THE STATION ON THE LEFT.
 KF0184'
 KF0184'THE STATION MARK IS A STANDARD DISK STAMPED REST 1970 SET IN
 KF0184'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KF0184'FLUSH WITH THE GROUND SURFACE.  IT IS 46.0 FEET SOUTHWEST OF A
 KF0184'ROOFED PICNIC TABLE AND 8.0 FEET NORTH OF A WITNESS POST SET
 KF0184'IN A CHAIN LINK FENCE LINE.  THE UNDERGROUND MARK IS SET IN AN
 KF0184'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 KF0184'
 KF0184'REFERENCE MARK 1 IS A STANDARD DISK STAMPED REST NO 1 1970
 KF0184'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 12 BY
 KF0184'12 FOOT CONCRETE FLOOR OF A ROOFED PICNIC TABLE.  IT IS 57.8
 KF0184'FEET NORTHEAST OF THE WITNESS POST, 28.5 FEET NORTH OF THE
 KF0184'FENCE, 3.8 FEET SOUTH OF THE NORTH EDGE OF THE FLOOR AND 2.0
 KF0184'FEET EAST OF THE WEST EDGE OF THE FLOOR.
 KF0184'
 KF0184'REFERENCE MARK 2 IS A STANDARD DISK STAMPED REST NO 2 1970
 KF0184'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH WITH THE
 KF0184'GROUND SURFACE.  IT IS 82.2 FEET NORTHEAST OF THE WITNESS
 KF0184'POST, 38.5 FEET NORTH OF THE FENCE AND 16 FEET NORTHEAST OF
 KF0184'THE NORTHEAST CORNER OF THE PICNIC TABLE FLOOR.
 KF0184'
 KF0184'BM P 344 IS A STANDARD BENCH MARK DISK STAMPED P 344 1970
 KF0184'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST ABUTMENT OF A
 KF0184'CONCRETE BRIDGE WHICH SPANS A CREEK.  IT IS ON THE WESTBOUND
 KF0184'LANE OF INTERSTATE 70.  IT IS 21.0 FEET SOUTH OF THE CENTER-LINE
 KF0184'OF THE HIGHWAY AND 3.5 FEET NORTHEAST OF THE SOUTHWEST END OF
 KF0184'THE ABUTMENT.
 KF0184'
 KF0184'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KF0184
 KF0184                          STATION RECOVERY (1970)
 KF0184
 KF0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KF0184'9 MI E FROM ALMA.
 KF0184'ABOUT 9.0 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0184'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, AT THE JUNCTION
 KF0184'OF THE SOUTH LANES OF THE HIGHWAY AND A DRIVEWAY TO A REST AREA
 KF0184'THAT IS LOCATED BETWEEN THE NORTH AND SOUTH LANES OF THE HIGHWAY,
 KF0184'ON THE TOP OF A 60-FOOT-HIGH CUT ALONG THE NORTH SIDE OF THE
 KF0184'SOUTH LANES OF THE HIGHWAY, 46 FEET SOUTHWEST OF THE SOUTHWEST
 KF0184'CORNER OF THE CONCRETE FLOOR OF A PICNIC SHELTER, 8 FEET NORTH
 KF0184'OF A FENCE, 8.1 FEET NORTH OF A METAL WITNESS POST, ABOUT 60
 KF0184'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 KF0184'CONCRETE POST WHICH PROJECTS 0.1 FOOT.  SECTION 30, T 11S,
 KF0184'R 12E
 KF0184
 KF0184                          STATION RECOVERY (2005)
 KF0184
 KF0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KF0184'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE KANSAS STATE
 KF0184'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KF0184'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0185 ***********************************************************************
 KF0185  DESIGNATION -  REST RM 1
 KF0185  PID         -  KF0185
 KF0185  STATE/COUNTY-  KS/WABAUNSEE
 KF0185  USGS QUAD   -  MAPLE HILL (1978)
 KF0185
 KF0185                         *CURRENT SURVEY CONTROL
 KF0185  ___________________________________________________________________
 KF0185* NAD 83(1986)-  39 03 31.     (N)    096 07 27.     (W)     SCALED    
 KF0185* NAVD 88     -       352.155  (meters)    1155.36   (feet)  ADJUSTED  
 KF0185  ___________________________________________________________________
 KF0185  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 KF0185  DYNAMIC HT  -         351.922 (meters)    1154.60  (feet)  COMP
 KF0185  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 KF0185
 KF0185  VERT ORDER  -  SECOND    CLASS 0
 KF0185
 KF0185.The horizontal coordinates were scaled from a topographic map and have
 KF0185.an estimated accuracy of +/- 6 seconds.
 KF0185
 KF0185.The orthometric height was determined by differential leveling
 KF0185.and adjusted by the National Geodetic Survey in June 1991..
 KF0185
 KF0185.The geoid height was determined by GEOID03.
 KF0185
 KF0185.The dynamic height is computed by dividing the NAVD 88
 KF0185.geopotential number by the normal gravity value computed on the
 KF0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0185.degrees latitude (g = 980.6199 gals.).
 KF0185
 KF0185.The modeled gravity was interpolated from observed gravity values.
 KF0185
 KF0185;                    North         East    Units  Estimated Accuracy
 KF0185;SPC KS N     -    82,200.      562,350.      MT  (+/- 180 meters Scaled)
 KF0185
 KF0185                          SUPERSEDED SURVEY CONTROL
 KF0185
 KF0185  NGVD 29 (??/??/92)  352.015  (m)         1154.90   (f) ADJ UNCH    2 0
 KF0185
 KF0185.Superseded values are not recommended for survey control.
 KF0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0185.See file dsdata.txt to determine how the superseded data were derived.
 KF0185
 KF0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ488272(NAD 83)
 KF0185_MARKER: DR = REFERENCE MARK DISK
 KF0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KF0185_SP_SET: CONCRETE FLOOR
 KF0185_STAMPING: REST NO 1 1970
 KF0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KF0185
 KF0185  HISTORY     - Date     Condition        Report By
 KF0185  HISTORY     - 1970     MONUMENTED       NGS
 KF0185  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KF0185
 KF0185                          STATION DESCRIPTION
 KF0185
 KF0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0185'9 MI E FROM ALMA.
 KF0185'ABOUT 9.0 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0185'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, AT THE JUNCTION
 KF0185'OF THE SOUTH LANES OF THE HIGHWAY AND A DRIVEWAY TO A REST
 KF0185'AREA THAT IS LOCATED BETWEEN THE NORTH AND SOUTH LANES OF THE
 KF0185'HIGHWAY, ON THE TOP OF A 60-FOOT HIGH CUT ALONG THE NORTH
 KF0185'SIDE OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP AND
 KF0185'4.2 FEET SOUTHEAST OF THE NORTHWEST CORNER OF A CONCRETE FLOOR
 KF0185'FOR A PICNIC TABLE, 53.20 FEET NORTHEAST OF THE STATION MARK,
 KF0185'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE STATION MARK.
 KF0185'SECTION 30, T 11S, R 12E
 KF0185
 KF0185                          STATION RECOVERY (2005)
 KF0185
 KF0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KF0185'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE KANSAS STATE
 KF0185'ADVISOR STATED  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KF0185'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0186 ***********************************************************************
 KF0186  DESIGNATION -  REST RM 2
 KF0186  PID         -  KF0186
 KF0186  STATE/COUNTY-  KS/WABAUNSEE
 KF0186  USGS QUAD   -  MAPLE HILL (1978)
 KF0186
 KF0186                         *CURRENT SURVEY CONTROL
 KF0186  ___________________________________________________________________
 KF0186* NAD 83(1986)-  39 03 31.     (N)    096 07 27.     (W)     SCALED    
 KF0186* NAVD 88     -       351.887  (meters)    1154.48   (feet)  ADJUSTED  
 KF0186  ___________________________________________________________________
 KF0186  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 KF0186  DYNAMIC HT  -         351.654 (meters)    1153.72  (feet)  COMP
 KF0186  MODELED GRAV-     979,955.0   (mgal)                       NAVD 88
 KF0186
 KF0186  VERT ORDER  -  SECOND    CLASS 0
 KF0186
 KF0186.The horizontal coordinates were scaled from a topographic map and have
 KF0186.an estimated accuracy of +/- 6 seconds.
 KF0186
 KF0186.The orthometric height was determined by differential leveling
 KF0186.and adjusted by the National Geodetic Survey in June 1991..
 KF0186
 KF0186.The geoid height was determined by GEOID03.
 KF0186
 KF0186.The dynamic height is computed by dividing the NAVD 88
 KF0186.geopotential number by the normal gravity value computed on the
 KF0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0186.degrees latitude (g = 980.6199 gals.).
 KF0186
 KF0186.The modeled gravity was interpolated from observed gravity values.
 KF0186
 KF0186;                    North         East    Units  Estimated Accuracy
 KF0186;SPC KS N     -    82,200.      562,350.      MT  (+/- 180 meters Scaled)
 KF0186
 KF0186                          SUPERSEDED SURVEY CONTROL
 KF0186
 KF0186  NGVD 29 (??/??/92)  351.747  (m)         1154.02   (f) ADJ UNCH    2 0
 KF0186
 KF0186.Superseded values are not recommended for survey control.
 KF0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0186.See file dsdata.txt to determine how the superseded data were derived.
 KF0186
 KF0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ488272(NAD 83)
 KF0186_MARKER: DR = REFERENCE MARK DISK
 KF0186_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KF0186_SP_SET: UNSPECIFIED ROCK
 KF0186_STAMPING: REST NO 2 1970
 KF0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0186
 KF0186  HISTORY     - Date     Condition        Report By
 KF0186  HISTORY     - 1970     MONUMENTED       NGS
 KF0186  HISTORY     - 20050504 MARK NOT FOUND   NGS
 KF0186
 KF0186                          STATION DESCRIPTION
 KF0186
 KF0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KF0186'9 MI E FROM ALMA.
 KF0186'ABOUT 9.0 MILES EAST ALONG INTERSTATE HIGHWAY 70 FROM THE
 KF0186'HIGHWAY OVERPASS FOR STATE HIGHWAY 99 AT ALMA, AT THE JUNCTION
 KF0186'OF THE SOUTH LANES OF THE HIGHWAY AND A DRIVEWAY TO A REST AREA
 KF0186'THAT IS LOCATED BETWEEN THE NORTH AND SOUTH LANES OF THE HIGHWAY,
 KF0186'ON THE TOP OF A 60-FOOT-HIGH CUT ALONG THE NORTH SIDE OF THE
 KF0186'SOUTH LANES OF THE HIGHWAY, 15.9 FEET NORTHEAST OF THE NORTHEAST
 KF0186'CORNER OF THE CONCRETE FLOOR OF A PICNIC SHELTER, SET IN THE
 KF0186'TOP OF A 1 1/2- X 1-FOOT EXPOSED PORTION OF ROCK THAT IS LEVEL
 KF0186'WITH THE GROUND, 38.2 FEET NORTH OF A FENCE, 77.80 FEET NORTHEAST
 KF0186'OF THE STATION MARK, AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 KF0186'THE STATION MARK.  SECTION 30, T 11S, R 12E
 KF0186
 KF0186                          STATION RECOVERY (2005)
 KF0186
 KF0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (JMW)
 KF0186'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE KANSAS STATE
 KF0186'ADVISOR STATE  THAT THE MARK WAS DESTROYED BY INTERSTATE HIGHWAY
 KF0186'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1185 ***********************************************************************
 KE1185  DESIGNATION -  RETREAT
 KE1185  PID         -  KE1185
 KE1185  STATE/COUNTY-  KS/LEAVENWORTH
 KE1185  USGS QUAD   -  LEAVENWORTH (1984)
 KE1185
 KE1185                         *CURRENT SURVEY CONTROL
 KE1185  ___________________________________________________________________
 KE1185* NAD 83(1997)-  39 16 59.04316(N)    094 53 17.57745(W)     ADJUSTED  
 KE1185* NAVD 88     -       259.     (meters)     850.     (feet)  VERTCON   
 KE1185  ___________________________________________________________________
 KE1185  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 KE1185  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 KE1185
 KE1185  HORZ ORDER  -  SECOND
 KE1185
 KE1185.The horizontal coordinates were established by classical geodetic methods
 KE1185.and adjusted by the National Geodetic Survey in October 1998..
 KE1185
 KE1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 KE1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KE1185
 KE1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1185
 KE1185.The geoid height was determined by GEOID03.
 KE1185
 KE1185;                    North         East     Units Scale Factor Converg.
 KE1185;SPC KS N     -   110,043.869   668,420.918   MT  0.99995701   +1 58 07.9
 KE1185;UTM  15      - 4,349,889.071   337,143.638   MT  0.99992657   -1 11 44.8
 KE1185
 KE1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1185!SPC KS N     -   0.99996443  x   0.99995701  =   0.99992144
 KE1185!UTM  15      -   0.99996443  x   0.99992657  =   0.99989100
 KE1185
 KE1185:                Primary Azimuth Mark                     Grid Az
 KE1185:SPC KS N     -  LEAVENWORTH GRANT HALL DOME              340 57 36.6
 KE1185:UTM  15      -  LEAVENWORTH GRANT HALL DOME              344 07 29.3
 KE1185
 KE1185|---------------------------------------------------------------------|
 KE1185| PID    Reference Object                     Distance      Geod. Az  |
 KE1185|                                                           dddmmss.s |
 KE1185| KE1509 LEAVENWORTH GRANT HALL DOME         APPROX. 7.9 KM 3425544.5 |
 KE1185|---------------------------------------------------------------------|
 KE1185
 KE1185                          SUPERSEDED SURVEY CONTROL
 KE1185
 KE1185  NAD 83(1997)-  39 16 59.04999(N)    094 53 17.56971(W) AD(       ) 2
 KE1185  NAD 83(1986)-  39 16 59.05018(N)    094 53 17.56939(W) AD(       ) 2
 KE1185  NAD 27      -  39 16 59.04975(N)    094 53 16.70692(W) AD(       ) 2
 KE1185  NGVD 29 (07/19/86)  259.     (m)          850.     (f) VERT ANG       
 KE1185
 KE1185.Superseded values are not recommended for survey control.
 KE1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1185.See file dsdata.txt to determine how the superseded data were derived.
 KE1185
 KE1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD3714449889(NAD 83)
 KE1185_MARKER: DD = SURVEY DISK
 KE1185_SETTING: 0 = UNSPECIFIED SETTING
 KE1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KE1185+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2002
 KE1185
 KE1185  HISTORY     - Date     Condition        Report By
 KE1185  HISTORY     - 1974     MONUMENTED       USE
 KE1185  HISTORY     - 20020826 GOOD             SKW
 KE1185
 KE1185                          STATION DESCRIPTION
 KE1185
 KE1185'DESCRIBED BY US ENGINEERS 1974
 KE1185'LEAVENWORTH CO., KANSAS, T-9-S, R-23-E, NEAR THE CENTER OF SECTION
 KE1185'7, THE STATION IS LOCATED ON U.S. GOVERNMENT PROPERTY ON A HIGH
 KE1185'POINT APPROX. 500 FT NNE. OF VETERANS ADMINISTRATION HOSPITAL WATER
 KE1185'TANK.  50 FT SSE. OF CENTERLINE OF GRAVEL ROAD.  A C OF E DISC
 KE1185'STAMPED RETREAT-1974 SET IN TOP OF CONCRETE POST, FLUSH WITH THE
 KE1185'GROUND.
 KE1185'
 KE1185'TO REACH--FROM THE INTERSECTION OF HWY. 73 AND SOUTH DRIVE AT
 KE1185'ENTRANCE TO THE V.A. HOSPITAL, FOLLOW SOUTH DRIVE 0.1 MILE THENCE
 KE1185'LEFT ON ROWLAND ST. 0.25 MILE, THENCE RIGHT ON FRANKLIN ST. 0.05
 KE1185'MILE THENCE LEFT ON RIVERVIEW AVE. 0.21 MILE TO WATER ST. AND
 KE1185'CONTINUE PAST WATER TANK AND STATION LOCATED ON RIGHT.  THE
 KE1185'GROUNDS KEEPER WAS CONTACTED BEFORE SETTING THIS STATION.
 KE1185'
 KE1185'REFERENCES--1.57 FT NNE. TO STEEL POST AND SIGN.
 KE1185'
 KE1185'1.47 FT SSW. TO STEEL POST AND SIGN.
 KE1185'
 KE1185'64.06 FT N. TO SHINER IN 26 IN OAK.
 KE1185'
 KE1185'166.26 FT NNE. TO SHINER IN 36 IN OAK.
 KE1185
 KE1185                          STATION RECOVERY (2002)
 KE1185
 KE1185'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2002 (CMC)
 KE1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0777 ***********************************************************************
 KH0777  DESIGNATION -  REXFORD MUNICIPAL TANK
 KH0777  PID         -  KH0777
 KH0777  STATE/COUNTY-  KS/THOMAS
 KH0777  USGS QUAD   -  REXFORD (1979)
 KH0777
 KH0777                         *CURRENT SURVEY CONTROL
 KH0777  ___________________________________________________________________
 KH0777* NAD 83(1997)-  39 28 13.96161(N)    100 44 41.01165(W)     ADJUSTED  
 KH0777* NAVD 88     -                                                        
 KH0777  ___________________________________________________________________
 KH0777  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 KH0777  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 KH0777
 KH0777  HORZ ORDER  -  THIRD
 KH0777
 KH0777.The horizontal coordinates were established by classical geodetic methods
 KH0777.and adjusted by the National Geodetic Survey in October 1998..
 KH0777
 KH0777
 KH0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0777
 KH0777.The geoid height was determined by GEOID03.
 KH0777
 KH0777;                    North         East     Units Scale Factor Converg.
 KH0777;SPC KS N     -   129,823.836   163,861.780   MT  0.99996419   -1 44 11.9
 KH0777;UTM  14      - 4,370,448.363   349,922.427   MT  0.99987731   -1 06 33.5
 KH0777
 KH0777                          SUPERSEDED SURVEY CONTROL
 KH0777
 KH0777  NAD 83(1986)-  39 28 13.96462(N)    100 44 41.01403(W) AD(       ) 4
 KH0777  NAD 27      -  39 28 13.95100(N)    100 44 39.48200(W) AD(       ) 3
 KH0777
 KH0777.Superseded values are not recommended for survey control.
 KH0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0777.See file dsdata.txt to determine how the superseded data were derived.
 KH0777
 KH0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ4992270448(NAD 83)
 KH0777_MARKER: 53 = ELEVATED TANK
 KH0777
 KH0777  HISTORY     - Date     Condition        Report By
 KH0777  HISTORY     - 1950     FIRST OBSERVED   CGS
 KH0777
 KH0777                          STATION DESCRIPTION
 KH0777
 KH0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0777'THE STATION IS LOCATED NEAR THE NORTHWEST EDGE OF TOWN, 300
 KH0777'FEET SOUTH FROM THE RAILROAD TRACKS, AND ABOUT 225 FEET
 KH0777'SOUTHEAST OF THE MOSHER ELEVATOR.
 KH0777'
 KH0777'IT IS AN ELEVATED TANK SUPPORTED BY A FOUR-LEGGED STEEL
 KH0777'STRUCTURE AND HAS AN OVER ALL HEIGHT OF APPROXIMATELY 125 FEET.
 KH0777'
 KH0777'A BALL AT THE APEX OF THE TANK WAS OBSERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0778 ***********************************************************************
 KH0778  DESIGNATION -  REXFORD RESET
 KH0778  PID         -  KH0778
 KH0778  STATE/COUNTY-  KS/SHERIDAN
 KH0778  USGS QUAD   -  REXFORD (1979)
 KH0778
 KH0778                         *CURRENT SURVEY CONTROL
 KH0778  ___________________________________________________________________
 KH0778* NAD 83(1997)-  39 28 53.99451(N)    100 42 31.47423(W)     ADJUSTED  
 KH0778* NAVD 88     -       867.     (meters)    2844.     (feet)  SCALED    
 KH0778  ___________________________________________________________________
 KH0778  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 KH0778  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 KH0778
 KH0778  HORZ ORDER  -  SECOND
 KH0778
 KH0778.The horizontal coordinates were established by classical geodetic methods
 KH0778.and adjusted by the National Geodetic Survey in October 1998..
 KH0778
 KH0778.The orthometric height was scaled from a topographic map.
 KH0778
 KH0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0778
 KH0778.The geoid height was determined by GEOID03.
 KH0778
 KH0778;                    North         East     Units Scale Factor Converg.
 KH0778;SPC KS N     -   130,964.645   166,993.483   MT  0.99996495   -1 42 49.9
 KH0778;UTM  14      - 4,371,623.280   353,041.163   MT  0.99986591   -1 05 12.0
 KH0778
 KH0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0778!SPC KS N     -   0.99986782  x   0.99996495  =   0.99983277
 KH0778!UTM  14      -   0.99986782  x   0.99986591  =   0.99973375
 KH0778
 KH0778:                Primary Azimuth Mark                     Grid Az
 KH0778:SPC KS N     -  SELDEN MUNICIPAL TANK                    063 03 37.7
 KH0778:UTM  14      -  SELDEN MUNICIPAL TANK                    062 25 59.8
 KH0778
 KH0778|---------------------------------------------------------------------|
 KH0778| PID    Reference Object                     Distance      Geod. Az  |
 KH0778|                                                           dddmmss.s |
 KH0778| KH0810 SELDEN MUNICIPAL TANK               APPROX.13.8 KM 0612047.8 |
 KH0778| CN9589 REXFORD RM 1                         34.840 METERS 07217     |
 KH0778| CN9591 REXFORD RM 3                         49.094 METERS 13414     |
 KH0778| CN9590 REXFORD RM 2                         40.535 METERS 21445     |
 KH0778| KH0777 REXFORD MUNICIPAL TANK              APPROX. 3.3 KM 2481614.3 |
 KH0778| KH0788 FOSTER FARMS ELEVATOR               APPROX.10.0 KM 2484811.0 |
 KH0778| CN9587 REXFORD AZ MK                                      2665817.1 |
 KH0778| CN9588 REXFORD AZ MK RESET                                2703143.6 |
 KH0778|---------------------------------------------------------------------|
 KH0778
 KH0778                          SUPERSEDED SURVEY CONTROL
 KH0778
 KH0778  NAD 83(1986)-  39 28 53.99777(N)    100 42 31.47719(W) AD(       ) 2
 KH0778  NAD 27      -  39 28 53.98400(N)    100 42 29.94700(W) AD(       ) 2
 KH0778
 KH0778.Superseded values are not recommended for survey control.
 KH0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0778.See file dsdata.txt to determine how the superseded data were derived.
 KH0778
 KH0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ5304171623(NAD 83)
 KH0778_MARKER: DS = TRIANGULATION STATION DISK
 KH0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0778
 KH0778  HISTORY     - Date     Condition        Report By
 KH0778  HISTORY     - 1950     MONUMENTED       CGS
 KH0778  HISTORY     - 1956     GOOD             CGS
 KH0778  HISTORY     - 1963     GOOD             CGS
 KH0778
 KH0778                          STATION DESCRIPTION
 KH0778
 KH0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0778'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST FROM REXFORD
 KH0778'AND IN ON LAND FARMED BY MR. CLARANCE CHILDS.  IT IS SITUATED
 KH0778'IN A NORTH-SOUTH FENCE LINE, ABOUT 200 FEET WEST OF THE HOUSE
 KH0778'AND 36 FEET SOUTH OF A T-FENCE CORNER.  IT IS STAMPED REXFORD
 KH0778'1950 AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 KH0778'
 KH0778'REFERENCE MARK NO. 1 IS SET IN AN EAST-WEST FENCE LINE.  IT IS
 KH0778'STAMPED REXFORD NO 1 1950 AND PROJECTS 6 INCHES.
 KH0778'
 KH0778'REFERENCE MARK NO. 2 IS SET IN A FENCE LINE, 34 FEET NORTH
 KH0778'FROM THE CENTER OF THE GRAVELED ROAD.  IT IS STAMPED REXFORD NO 2
 KH0778'1950 AND PROJECTS 6 INCHES.
 KH0778'
 KH0778'THE AZIMUTH MARK IS LOCATED AT A Y-ROAD INTERSECTION, 42 FEET
 KH0778'SOUTH FROM THE CENTER OF U.S. HIGHWAY 83, 2.5 FEET EAST OF A
 KH0778'TELEPHONE POLE, AND 1.5 FEET EAST OF A WITNESS POST.  IT IS
 KH0778'STAMPED REXFORD 1950 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 KH0778'
 KH0778'TO REACH THE STATION FROM THE POST OFFICE IN REXFORD, GO NORTHEAST
 KH0778'ON U.S. HIGHWAY 83 FOR 1.7 MILES TO A SIDE ROAD LEADING EAST,
 KH0778'(AND THE AZIMUTH MARK AS DESCRIBED) TURN RIGHT AND GO EAST ON
 KH0778'THE GRAVELED ROAD FOR 0.3 MILE TO THE FARM HOUSE AND THE STATION
 KH0778'ON THE LEFT AS DESCRIBED.
 KH0778
 KH0778                          STATION RECOVERY (1956)
 KH0778
 KH0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 KH0778'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KH0778'IN GOOD CONDITION.  THE FARM BUILDINGS NEAR THE STATION HAVE
 KH0778'BEEN REMOVED AND THE LAND PUT UNDER CULTIVATION.  THE OWNER, MR.
 KH0778'J.H. MC KINNIE, REQUESTED THAT THE STATION AND REFERENCE MARK
 KH0778'NO. 1 BE MOVED.  THE STATION MARK WAS LOWERED IN PLACE ABOUT
 KH0778'20 INCHES BELOW THE SURFACE OF THE GROUND.  CONSTRUCTION
 KH0778'WORK ON U.S. HIGHWAY 83 WOULD DESTROY THE AZIMUTH MARK.  IT
 KH0778'WAS MOVED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 KH0778'
 KH0778'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF REXFORD IN A
 KH0778'CULTIVATED FIELD, 364.6 FEET NORTHWEST OF THE WEST STEEL BIN
 KH0778'OF 2, 278.2 FEET WEST-SOUTHWEST OF A SINGLE STEEL BIN, 163
 KH0778'FEET NORTHWEST OF A POWER POLE, 144 FEET NORTH OF THE CENTER
 KH0778'OF A GRAVEL ROAD, AND 114 FEET NORTH-NORTHEAST OF A POWER POLE.
 KH0778'THE SURFACE MARK IS 20 INCHES BELOW THE GROUND AND THE DISK IS
 KH0778'STAMPED REXFORD 1950.
 KH0778'
 KH0778'REFERENCE MARK NO. 2 IS 47 FEET WEST OF A POWER POLE, 33 FEET
 KH0778'NORTH OF THE CENTER OF GRAVEL ROAD, AND 1 FOOT EAST OF A WITNESS
 KH0778'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 KH0778'REXFORD NO 2 1950.
 KH0778'
 KH0778'REFERENCE MARK NO. 3 IS 125 FEET WEST OF THE CENTER OF FIELD
 KH0778'ENTRANCE, 33 FEET NORTH OF THE CENTER OF GRAVEL ROAD, AND 2
 KH0778'FEET WEST OF POWER POLE.  THE MARK PROJECTS 4 INCHES AND THE
 KH0778'DISK IS STAMPED REXFORD NO 3 1950.
 KH0778'
 KH0778'AZIMUTH MARK IS 84 FEET SOUTH OF THE 2ND POLE WEST OF MILEPOST
 KH0778'369, 42 FEET SOUTH-SOUTHEAST OF THE SOUTH RAIL OF THE CHICAGO,
 KH0778'ROCK ISLAND AND PACIFIC RAILROAD, AND 41 FEET NORTH OF THE
 KH0778'CENTER OF U.S. HIGHWAY 83.  THE MARK PROJECTS 4 INCHES AND
 KH0778'THE DISK IS STAMPED REXFORD 1950 RESET 1956.
 KH0778'
 KH0778'BENCH MARK V 153 1934 IS 81 FEET SOUTH OF MILEPOST 368 + 20, 44
 KH0778'FEET SOUTH OF THE SOUTH RAIL OF THE CHICAGO, ROCK ISLAND AND
 KH0778'PACIFIC RAILROAD, AND 39 FEET NORTH OF THE CENTER OF U.S.
 KH0778'HIGHWAY 83.  THE MARK IS A STANDARD USC AND GS BENCH MARK DISK
 KH0778'SET IN A ROUND CONCRETE POST, PROJECTING 8 INCHES, AND STAMPED
 KH0778'V 153 1934.
 KH0778'
 KH0778'THE DISTANCE FROM R.M. NO. 2 TO R.M. NO. 3 IS 191.16 FEET.
 KH0778'
 KH0778'TO REACH THE STATION FROM THE POST OFFICE IN REXFORD, GO NORTHEAST
 KH0778'ON U.S. HIGHWAY 83 FOR 1.7 MILES TO A GRAVEL ROAD EASTAND THE
 KH0778'AZIMUTH MARK ON THE NORTH OR LEFT SIDE OF THE HIGHWAY.  TURN
 KH0778'HALF RIGHT AND GO EAST ON GRAVEL ROAD FOR 0.3 MILE TO THE
 KH0778'STATION AND REFERENCE MARKS ON THE LEFT AS DESCRIBED.
 KH0778
 KH0778                          STATION RECOVERY (1963)
 KH0778
 KH0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KH0778'THIS STATION WAS RECOVERED AS DESCRIBED BY H.J.S. IN 1956 AND
 KH0778'ALL MARKS WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3
 KH0778'IS 14 FEET WEST OF A POWER POLE AND 1 FOOT WEST OF A NEW STEEL
 KH0778'WITNESS POST WITH A SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0768 ***********************************************************************
 HE0768  DESIGNATION -  RHODES
 HE0768  PID         -  HE0768
 HE0768  STATE/COUNTY-  KS/LABETTE
 HE0768  USGS QUAD   -  EDNA (1974)
 HE0768
 HE0768                         *CURRENT SURVEY CONTROL
 HE0768  ___________________________________________________________________
 HE0768* NAD 83(1997)-  37 02 02.43862(N)    095 19 51.97378(W)     ADJUSTED  
 HE0768* NAVD 88     -       309.5    (meters)    1015.     (feet)  VERTCON   
 HE0768  ___________________________________________________________________
 HE0768  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 HE0768  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HE0768
 HE0768  HORZ ORDER  -  SECOND
 HE0768
 HE0768.The horizontal coordinates were established by classical geodetic methods
 HE0768.and adjusted by the National Geodetic Survey in October 1998..
 HE0768
 HE0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0768
 HE0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0768
 HE0768.The geoid height was determined by GEOID03.
 HE0768
 HE0768;                    North         East     Units Scale Factor Converg.
 HE0768;SPC KS S     -   445,561.569   681,903.970   MT  1.00005387   +1 56 50.6
 HE0768;SPC OK N     -   228,956.540   837,441.332   MT  1.00005972   +1 34 30.1
 HE0768;SPC OK N     -   751,168.25  2,747,505.44   sFT  1.00005972   +1 34 30.1
 HE0768;UTM  15      - 4,101,186.426   292,664.119   MT  1.00012960   -1 24 16.2
 HE0768
 HE0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0768!SPC KS S     -   0.99995608  x   1.00005387  =   1.00000994
 HE0768!SPC OK N     -   0.99995608  x   1.00005972  =   1.00001579
 HE0768!UTM  15      -   0.99995608  x   1.00012960  =   1.00008567
 HE0768
 HE0768|---------------------------------------------------------------------|
 HE0768| PID    Reference Object                     Distance      Geod. Az  |
 HE0768|                                                           dddmmss.s |
 HE0768| CL6140 RHODES RM 2                          15.068 METERS 11153     |
 HE0768| CL6139 RHODES RM 1                          21.625 METERS 18603     |
 HE0768| CL6138 RHODES AZ MK                                       2684213.6 |
 HE0768| HE0769 EDNA MUNICIPAL TANK                 APPROX. 3.5 KM 3160345.4 |
 HE0768|---------------------------------------------------------------------|
 HE0768
 HE0768                          SUPERSEDED SURVEY CONTROL
 HE0768
 HE0768  NAD 83(1997)-  37 02 02.44181(N)    095 19 51.97391(W) AD(       ) 2
 HE0768  NAD 83(1986)-  37 02 02.45556(N)    095 19 51.95962(W) AD(       ) 2
 HE0768  NAD 27      -  37 02 02.18311(N)    095 19 51.07396(W) AD(       ) 2
 HE0768  NGVD 29 (07/19/86)  309.4    (m)         1015.     (f) VERT ANG       
 HE0768
 HE0768.Superseded values are not recommended for survey control.
 HE0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0768.See file dsdata.txt to determine how the superseded data were derived.
 HE0768
 HE0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB9266401186(NAD 83)
 HE0768_MARKER: DS = TRIANGULATION STATION DISK
 HE0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0768_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0768
 HE0768  HISTORY     - Date     Condition        Report By
 HE0768  HISTORY     - 1966     MONUMENTED       CGS
 HE0768
 HE0768                          STATION DESCRIPTION
 HE0768
 HE0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0768'THE STATION IS ABOUT 7 MILES WEST-SOUTHWEST OF BARTLETT, 6-1/2
 HE0768'MILES EAST OF VALEDA AND 2-1/2 MILES SOUTHEAST OF EDNA, IN A
 HE0768'PASTURE ON LAND OWNED BY MR. RICHARD RHODES.
 HE0768'
 HE0768'TO REACH THE STATION FROM THE POST OFFICE IN EDNA, GO SOUTH FOR
 HE0768'0.6 MILE TO THE JUNCTION WITH U.S. HIGHWAY 166.  CROSS HIGHWAY
 HE0768'AND CONTINUE SOUTH FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND
 HE0768'GO EAST ON GRAVELED ROAD FOR 1.15 MILES TO THE AZIMUTH MARK
 HE0768'ON THE RIGHT.  CONTINUE EAST ON GRAVELED ROAD FOR 0.4 MILE TO
 HE0768'A GATE INTO PASTURE AND THE STATION ON THE LEFT.
 HE0768'
 HE0768'STATION MARK IS A STANDARD DISK, STAMPED RHODES 1964, SET IN
 HE0768'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE0768'IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS 38 FEET NORTH OF THE
 HE0768'CENTERLINE OF A GRAVELED ROAD, 15 FEET NORTHWEST OF THE WEST
 HE0768'GATE POST OF THE GATE AND 10.5 FEET NORTH OF A FENCE.
 HE0768'
 HE0768'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RHODES NO 1 1964,
 HE0768'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 HE0768'1 INCH ABOVE THE GROUND.  IT IS 45 FEET WEST OF A POWER LINE
 HE0768'POLE, 33 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD, 1 FOOT
 HE0768'NORTH OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE0768'
 HE0768'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RHODES NO 2 1964,
 HE0768'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 HE0768'WITH THE GROUND.  IT IS 29 FEET NORTH OF THE CENTERLINE OF THE
 HE0768'GRAVELED ROAD, 21 FEET EAST OF THE EAST GATE POST OF THE GATE, 1
 HE0768'FOOT NORTH OF A FENCE AND ABOUT THE SAME ELEVATION AS THE
 HE0768'STATION.
 HE0768'
 HE0768'AZIMUTH MARK IS A STANDARD DISK, STAMPED RHODES 1964, SET IN
 HE0768'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0768'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 34 FEET SOUTH
 HE0768'OF THE CENTERLINE OF A GRAVELED ROAD, 2 FEET EAST OF A WITNESS
 HE0768'POST AND 1.7 FEET WEST OF A POWER LINE POLE.
 HE0768'
 HE0768'ALL OBJECTS VISIBLE AT 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0751 ***********************************************************************
 JG0751  DESIGNATION -  RICE
 JG0751  PID         -  JG0751
 JG0751  STATE/COUNTY-  KS/RICE
 JG0751  USGS QUAD   -  CHASE NE (1970)
 JG0751
 JG0751                         *CURRENT SURVEY CONTROL
 JG0751  ___________________________________________________________________
 JG0751* NAD 83(1997)-  38 23 28.47397(N)    098 17 06.46515(W)     ADJUSTED  
 JG0751* NAVD 88     -       531.9    (meters)    1745.     (feet)  VERTCON   
 JG0751  ___________________________________________________________________
 JG0751  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 JG0751  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 JG0751
 JG0751  HORZ ORDER  -  FIRST
 JG0751
 JG0751.The horizontal coordinates were established by classical geodetic methods
 JG0751.and adjusted by the National Geodetic Survey in October 1998..
 JG0751
 JG0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0751
 JG0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0751
 JG0751.The geoid height was determined by GEOID03.
 JG0751
 JG0751;                    North         East     Units Scale Factor Converg.
 JG0751;SPC KS S     -   591,427.470   418,771.344   MT  0.99997001   +0 07 55.4
 JG0751;UTM  14      - 4,249,467.540   562,429.206   MT  0.99964800   +0 26 38.3
 JG0751
 JG0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0751!SPC KS S     -   0.99992077  x   0.99997001  =   0.99989078
 JG0751!UTM  14      -   0.99992077  x   0.99964800  =   0.99956880
 JG0751
 JG0751|---------------------------------------------------------------------|
 JG0751| PID    Reference Object                     Distance      Geod. Az  |
 JG0751|                                                           dddmmss.s |
 JG0751| CL3862 RICE RM 1                            24.189 METERS 00002     |
 JG0751| JG0691 GENESEO MUNICIPAL TANK              APPROX.17.9 KM 0390145.7 |
 JG0751| CL3861 RICE AZ MK                                         0825734.3 |
 JG0751| JG0729 LYONS TV STA KARD MAST              APPROX. 9.3 KM 1053524.2 |
 JG0751| JG0730 LYONS NORTH MUNICIPAL TANK          APPROX. 8.2 KM 1200509.6 |
 JG0751| JG0756 CHASE MUNICIPAL TANK                APPROX. 6.9 KM 2340536.0 |
 JG0751| CL3863 RICE RM 2                            25.715 METERS 27124     |
 JG0751|---------------------------------------------------------------------|
 JG0751
 JG0751                          SUPERSEDED SURVEY CONTROL
 JG0751
 JG0751  NAD 83(1986)-  38 23 28.48171(N)    098 17 06.46531(W) AD(       ) 1
 JG0751  NAD 27      -  38 23 28.44416(N)    098 17 05.23670(W) AD(       ) 1
 JG0751  NGVD 29 (07/19/86)  531.8    (m)         1745.     (f) VERT ANG       
 JG0751
 JG0751.Superseded values are not recommended for survey control.
 JG0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0751.See file dsdata.txt to determine how the superseded data were derived.
 JG0751
 JG0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6242949468(NAD 83)
 JG0751_MARKER: DS = TRIANGULATION STATION DISK
 JG0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0751
 JG0751  HISTORY     - Date     Condition        Report By
 JG0751  HISTORY     - 1967     MONUMENTED       CGS
 JG0751
 JG0751                          STATION DESCRIPTION
 JG0751
 JG0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 JG0751'STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF CHASE, 5.5 MILES
 JG0751'NORTHWEST OF LYONS AND 8.5 MILES SOUTH OF THE SMALL SETTLEMENT OF
 JG0751'FREDRICK.  IN THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF
 JG0751'SECTION 23, T.19 S., R.9 W.  IT IS ON THE PROPERTY OWNED BY MRS.
 JG0751'TWILA SWICK.
 JG0751'
 JG0751'TO REACH STATION FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 JG0751'SQUARE IN LYONS, GO EAST FOR ONE BLOCK ON HIGHWAY 56 TO JUNCTION OF
 JG0751'STATE HIGHWAY 14.  TURN LEFT AND GO NORTH ON HIGHWAY 14 FOR 2.90
 JG0751'MILES TO A CROSSROAD.  TURN LEFT AND GO WEST FOR 3.95 MILES TO
 JG0751'CROSSROADS.  (TURN LEFT AND GO NORTH .05 MILE TO AZIMUTH MARK ON
 JG0751'LEFT).  CONTINUE WEST FOR 0.4 MILE TO STATION ON LEFT AS
 JG0751'DESCRIBED.
 JG0751'
 JG0751'STATION MARK IS A STANDARD TRIANGULATION STATION MARK DISK, SET IN
 JG0751'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE
 JG0751'SURFACE OF THE GROUND AND IS STAMPED RICE 1967.  IT IS 39 FEET
 JG0751'SOUTH OF CENTER OF PAVED ROAD, 6.0 FEET NORTHEAST OF FENCE CORNER,
 JG0751'2.5 FEET NORTHWEST OF METAL WITNESS POST, AND 2.0 FEET NORTH OF
 JG0751'A EAST-WEST FENCE LINE.
 JG0751'
 JG0751'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, SET IN
 JG0751'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 JG0751'OF THE GROUND AND IS STAMPED RICE NO 1 1967.  IT IS 38.0 FEET NORTH
 JG0751'OF CENTER OF PAVED ROAD AND 6.0 FEET EAST OF PIPELINE MARKER POST.
 JG0751'MARK IS IN SOUTH EDGE OF A CULTIVATED FIELD.
 JG0751'
 JG0751'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, SET IN THE
 JG0751'TOP OF A ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH THE SURFACE
 JG0751'OF THE GROUND AND IS STAMPED RICE NO 2 1967.  IT IS 78.7 FEET WEST
 JG0751'OF FENCE CORNER AND 38 FEET SOUTH OF CENTER OF PAVED ROAD.
 JG0751'
 JG0751'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP OF A
 JG0751'CONCRETE CULVERT ON THE WEST SIDE OF A GRAVELED ROAD, 65.0 FEET
 JG0751'NORTH WEST OF TELEPHONE POLE NUMBER 96, 15.5 FEET WEST OF CENTER OF
 JG0751'GRAVELED ROAD, 1.8 FEET SOUTH OF A WOOD POST SET AT THE EDGE OF THE
 JG0751'CULVERT.
 JG0751'
 JG0751'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0752 ***********************************************************************
 JG0752  DESIGNATION -  RICE RM A
 JG0752  PID         -  JG0752
 JG0752  STATE/COUNTY-  KS/RICE
 JG0752  USGS QUAD   -  CHASE NE (1970)
 JG0752
 JG0752                         *CURRENT SURVEY CONTROL
 JG0752  ___________________________________________________________________
 JG0752* NAD 83(1997)-  38 23 28.47606(N)    098 17 05.33372(W)     ADJUSTED  
 JG0752* NAVD 88     -       532.0    (meters)    1745.     (feet)  VERTCON   
 JG0752  ___________________________________________________________________
 JG0752  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 JG0752  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 JG0752
 JG0752  HORZ ORDER  -  FIRST
 JG0752
 JG0752.The horizontal coordinates were established by classical geodetic methods
 JG0752.and adjusted by the National Geodetic Survey in October 1998..
 JG0752
 JG0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0752
 JG0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0752
 JG0752.The geoid height was determined by GEOID03.
 JG0752
 JG0752;                    North         East     Units Scale Factor Converg.
 JG0752;SPC KS S     -   591,427.598   418,798.801   MT  0.99997001   +0 07 56.1
 JG0752;UTM  14      - 4,249,467.817   562,456.652   MT  0.99964804   +0 26 39.0
 JG0752
 JG0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0752!SPC KS S     -   0.99992076  x   0.99997001  =   0.99989077
 JG0752!UTM  14      -   0.99992076  x   0.99964804  =   0.99956882
 JG0752
 JG0752:                Primary Azimuth Mark                     Grid Az
 JG0752:SPC KS S     -  GENESEO MUNICIPAL TANK                   038 49 45.3
 JG0752:UTM  14      -  GENESEO MUNICIPAL TANK                   038 31 02.4
 JG0752
 JG0752|---------------------------------------------------------------------|
 JG0752| PID    Reference Object                     Distance      Geod. Az  |
 JG0752|                                                           dddmmss.s |
 JG0752| JG0691 GENESEO MUNICIPAL TANK              APPROX.17.9 KM 0385741.4 |
 JG0752| JG0729 LYONS TV STA KARD MAST              APPROX. 9.3 KM 1053810.5 |
 JG0752| JG0730 LYONS NORTH MUNICIPAL TANK          APPROX. 8.2 KM 1201059.5 |
 JG0752| JG0755 KOONS                               APPROX.13.7 KM 1763802.5 |
 JG0752| JG0756 CHASE MUNICIPAL TANK                APPROX. 6.9 KM 2341336.4 |
 JG0752| JG0708 BUSHTON MUNICIPAL TANK              APPROX.16.5 KM 3234442.1 |
 JG0752|---------------------------------------------------------------------|
 JG0752
 JG0752                          SUPERSEDED SURVEY CONTROL
 JG0752
 JG0752  NAD 83(1986)-  38 23 28.48379(N)    098 17 05.33354(W) AD(       ) 1
 JG0752  NAD 27      -  38 23 28.44625(N)    098 17 04.10530(W) AD(       ) 1
 JG0752  NGVD 29 (07/19/86)  531.9    (m)         1745.     (f) VERT ANG       
 JG0752
 JG0752.Superseded values are not recommended for survey control.
 JG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0752.See file dsdata.txt to determine how the superseded data were derived.
 JG0752
 JG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH6245749468(NAD 83)
 JG0752_MARKER: DS = TRIANGULATION STATION DISK
 JG0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0752+STABILITY: SURFACE MOTION
 JG0752
 JG0752  HISTORY     - Date     Condition        Report By
 JG0752  HISTORY     - 1967     MONUMENTED       CGS
 JG0752
 JG0752                          STATION DESCRIPTION
 JG0752
 JG0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LLC)
 JG0752'STATION IS LOCATED NEAR THE SAME LOCATION AND ON THE SAME PROPERTY AS
 JG0752'TRIANGULATION STATION RICE.
 JG0752'
 JG0752'TO REACH STATION RICE FROM THE NORTHEAST CORNER OF THE COURTHOUSE
 JG0752'SQUARE IN LYONS, GO EAST FOR ONE BLOCK ON HIGHWAY 56 TO JUNCTION OF
 JG0752'STATE HIGHWAY 14.  TURN LEFT AND GO NORTH ON HIGHWAY 14 FOR 2.90
 JG0752'MILES TO A CROSSROAD.  TURN LEFT AND GO WEST FOR 3.95 MILES TO
 JG0752'CROSSROADS.  (TURN LEFT AND GO NORTH .05 MILE TO AZIMUTH MARK ON
 JG0752'LEFT).  CONTINUE WEST FOR 0.4 MILE TO STATION ON LEFT AS
 JG0752'DESCRIBED.
 JG0752'
 JG0752'STATION IS MARKED BY A STANDARD TRIANGULATION STATION MARK DISK.
 JG0752'THE DISK IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER MONUMENT
 JG0752'THAT IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE DISK IS
 JG0752'STAMPED RICE RM A 1967.  THE MARK IS 41 FEET SOUTH OF THE APPROXIMATE
 JG0752'CENTER OF SURFACED ROAD, 3.2 FEET NORTHWEST OF METAL WITNESS POST
 JG0752'WITH SIGN ATTACHED AND 1-1/2 FEET NORTH OF FENCELINE.
 JG0752'
 JG0752'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RICE THE
 JG0752'DISTANCE BEING 27.459 METERS OR 90.09 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0811 ***********************************************************************
 HH0811  DESIGNATION -  RICH
 HH0811  PID         -  HH0811
 HH0811  STATE/COUNTY-  KS/MORTON
 HH0811  USGS QUAD   -  RICHFIELD (1973)
 HH0811
 HH0811                         *CURRENT SURVEY CONTROL
 HH0811  ___________________________________________________________________
 HH0811* NAD 83(1997)-  37 15 29.11298(N)    101 49 22.86729(W)     ADJUSTED  
 HH0811* NAVD 88     -      1057.6    (meters)    3470.     (feet)  VERTCON   
 HH0811  ___________________________________________________________________
 HH0811  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 HH0811  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 HH0811
 HH0811  HORZ ORDER  -  SECOND
 HH0811
 HH0811.The horizontal coordinates were established by classical geodetic methods
 HH0811.and adjusted by the National Geodetic Survey in October 1998..
 HH0811
 HH0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0811
 HH0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0811
 HH0811.The geoid height was determined by GEOID03.
 HH0811
 HH0811;                    North         East     Units Scale Factor Converg.
 HH0811;SPC KS S     -   470,891.826   105,277.175   MT  1.00000170   -2 02 31.5
 HH0811;UTM  14      - 4,127,239.088   249,643.114   MT  1.00037217   -1 42 35.9
 HH0811
 HH0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0811!SPC KS S     -   0.99983796  x   1.00000170  =   0.99983966
 HH0811!UTM  14      -   0.99983796  x   1.00037217  =   1.00021007
 HH0811
 HH0811:                Primary Azimuth Mark                     Grid Az
 HH0811:SPC KS S     -  RICHFIELD METH CH SPIRE                  076 27 57.0
 HH0811:UTM  14      -  RICHFIELD METH CH SPIRE                  076 08 01.4
 HH0811
 HH0811|---------------------------------------------------------------------|
 HH0811| PID    Reference Object                     Distance      Geod. Az  |
 HH0811|                                                           dddmmss.s |
 HH0811| HH0810 RICHFIELD METH CH SPIRE             APPROX. 3.5 KM 0742525.5 |
 HH0811| CM9891 RICH RM 2                            24.958 METERS 18119     |
 HH0811| CM9890 RICH RM 1                            23.610 METERS 28355     |
 HH0811|---------------------------------------------------------------------|
 HH0811
 HH0811                          SUPERSEDED SURVEY CONTROL
 HH0811
 HH0811  NAD 83(1997)-  37 15 29.11329(N)    101 49 22.86727(W) AD(       ) 2
 HH0811  NAD 83(1997)-  37 15 29.11949(N)    101 49 22.85831(W) AD(       ) 2
 HH0811  NAD 83(1986)-  37 15 29.12078(N)    101 49 22.85801(W) AD(       ) 2
 HH0811  NAD 27      -  37 15 29.03503(N)    101 49 21.25417(W) AD(       ) 2
 HH0811  NGVD 29 (07/19/86) 1057.2    (m)         3468.     (f) VERT ANG       
 HH0811
 HH0811.Superseded values are not recommended for survey control.
 HH0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0811.See file dsdata.txt to determine how the superseded data were derived.
 HH0811
 HH0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4964327239(NAD 83)
 HH0811_MARKER: DD = SURVEY DISK
 HH0811_SETTING: 0 = UNSPECIFIED SETTING
 HH0811
 HH0811  HISTORY     - Date     Condition        Report By
 HH0811  HISTORY     - 1972     MONUMENTED       USGS
 HH0811
 HH0811                          STATION DESCRIPTION
 HH0811
 HH0811'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0811'STATION IS ABOUT 0.5 MI. S. AND 2.2 MI. W. OF RICHFIELD, NEAR W/16
 HH0811'CORNER BETWEEN SECS. 18 AND 19, T. 32 S., R. 41 W., IN PARKING AREA
 HH0811'AND HIGHEST GROUND IN VICINITY ON N.SIDE OF STATE HIGHWAY 51.
 HH0811'
 HH0811'TO REACH FROM INTERSECTION OF STATE HIGHWAY 27 AND STATE HIGHWAY 51
 HH0811'AT THE S. EDGE OF RICHFIELD, GO W. ON STATE HIGHWAY 51 FOR ABOUT 2.1
 HH0811'MI. TO PARKING AREA ON HIGHEST GROUND IN VICINITY ON THE RIGHT
 HH0811'AND THE STATION.
 HH0811'
 HH0811'STATION MARK STAMPED ET RICH 1972 IS ABOUT 1400 FT. E. OF CROSSROAD,
 HH0811'36 FT. N. OF STATE HIGHWAY 51, 37 FT. S. OF N. RIGHT-OF-WAY, 36 FT.
 HH0811'S. OF USGS WITNESS POST.
 HH0811'
 HH0811'REFERENCE MARK NO. 1 STAMPED RICH NO 1 1972 IS NOW. OF STATION, 55
 HH0811'FT. N. OF STATE HIGHWAY 51.
 HH0811'
 HH0811'REFERENCE MARK NO. 2 STAMPED RICH NO 2 1972 IS S. OF STATION, 47 FT.
 HH0811'S. OF STATE HIGHWAY 51.
 HH0811'
 HH0811'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COOPER COATED RODS,
 HH0811'CENTERED IN 6-IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 HH0811'TO WITHIN 1 IN. OF CAP. STATION CAP IS SET 4 IN. BELOW GROUND.  THE
 HH0811'REFERENCE MARKS ARE SET FLUSH WITH THE GROUND.
 HH0811'
 HH0811'REFERENCE AZIMUTH RICHFIELD METHODIST CHURCH ABOUT 0.1 MI. N. AND 0.2
 HH0811'MI. W. OF POST OFFICE AT RICHFIELD.
 HH0811'
 HH0811'NEAR CENTER SEC. 16, T. 32 S., R. 41 W.
 HH0811'
 HH0811'HEIGHT OF INSTRUMENT 5.55 FT. STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0794 ***********************************************************************
 HH0794  DESIGNATION -  RICHFIELD
 HH0794  PID         -  HH0794
 HH0794  STATE/COUNTY-  KS/MORTON
 HH0794  USGS QUAD   -  ELKHART NE (1973)
 HH0794
 HH0794                         *CURRENT SURVEY CONTROL
 HH0794  ___________________________________________________________________
 HH0794* NAD 83(1997)-  37 14 50.68667(N)    101 51 33.13016(W)     ADJUSTED  
 HH0794* NAVD 88     -      1067.4    (meters)    3502.     (feet)  VERTCON   
 HH0794  ___________________________________________________________________
 HH0794  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 HH0794  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 HH0794
 HH0794  HORZ ORDER  -  FIRST
 HH0794
 HH0794.The horizontal coordinates were established by classical geodetic methods
 HH0794.and adjusted by the National Geodetic Survey in October 1998..
 HH0794
 HH0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0794
 HH0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0794
 HH0794.The geoid height was determined by GEOID03.
 HH0794
 HH0794;                    North         East     Units Scale Factor Converg.
 HH0794;SPC KS S     -   469,822.971   102,026.667   MT  1.00000384   -2 03 51.6
 HH0794;UTM  14      - 4,126,150.976   246,397.632   MT  1.00039232   -1 43 53.3
 HH0794
 HH0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0794!SPC KS S     -   0.99983641  x   1.00000384  =   0.99984025
 HH0794!UTM  14      -   0.99983641  x   1.00039232  =   1.00022866
 HH0794
 HH0794:                Primary Azimuth Mark                     Grid Az
 HH0794:SPC KS S     -  MORTON                                   184 29 15.2
 HH0794:UTM  14      -  MORTON                                   184 09 16.9
 HH0794
 HH0794|---------------------------------------------------------------------|
 HH0794| PID    Reference Object                     Distance      Geod. Az  |
 HH0794|                                                           dddmmss.s |
 HH0794| HH0793 MORTON                              APPROX. 9.2 KM 1822523.6 |
 HH0794| CM9892 RICHFIELD RM 1                      APPROX. 0.6 KM 2262347.2 |
 HH0794| CM9893 RICHFIELD RM 2                      APPROX. 0.5 KM 3094528.5 |
 HH0794|---------------------------------------------------------------------|
 HH0794
 HH0794                          SUPERSEDED SURVEY CONTROL
 HH0794
 HH0794  NAD 83(1997)-  37 14 50.68661(N)    101 51 33.12980(W) AD(       ) 1
 HH0794  NAD 83(1997)-  37 14 50.69192(N)    101 51 33.12161(W) AD(       ) 1
 HH0794  NAD 83(1986)-  37 14 50.69410(N)    101 51 33.12050(W) AD(       ) 1
 HH0794  NAD 27      -  37 14 50.60962(N)    101 51 31.51762(W) AD(       ) 1
 HH0794  NGVD 29 (07/19/86) 1067.0    (m)         3501.     (f) VERT ANG       
 HH0794
 HH0794.Superseded values are not recommended for survey control.
 HH0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0794.See file dsdata.txt to determine how the superseded data were derived.
 HH0794
 HH0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4639826151(NAD 83)
 HH0794_MARKER: DS = TRIANGULATION STATION DISK
 HH0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0794
 HH0794  HISTORY     - Date     Condition        Report By
 HH0794  HISTORY     - 1934     MONUMENTED       CGS
 HH0794  HISTORY     - 1964     MARK NOT FOUND   CGS
 HH0794  HISTORY     - 1972     SEE DESCRIPTION  USGS
 HH0794
 HH0794                          STATION DESCRIPTION
 HH0794
 HH0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0794'STATION IS ABOUT 4 MILES SW OF RICHFIELD, IN SEC. 23, T 32 S,
 HH0794'R 42 W.  IN OPEN PASTURE LAND AND IS ABOUT 3/4 MILE S OF
 HH0794'STATE HIGHWAY 27.  THE STATION MARK IS 15 INCHES BELOW THE
 HH0794'SURFACE OF THE GROUND.
 HH0794'
 HH0794'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HH0794'DISKS SET IN CONCRETE.
 HH0794'
 HH0794'REFERENCE MARK NO. 1 IS SW OF THE STATION.  IT IS ON THE W
 HH0794'SIDE OF THE ROAD AND IS 12 FEET N OF A FENCE CORNER POST.  THE
 HH0794'MARK PROJECTS 8 INCHES.
 HH0794'
 HH0794'REFERENCE MARK NO. 2 IS NW OF THE STATION.  IT IS ON THE E
 HH0794'SIDE OF THE ROAD.  THE MARK PROJECTS 8 INCHES.
 HH0794'
 HH0794'THE STATION IS REACHED FROM ELKHART BY GOING N ON STATE HIGHWAY
 HH0794'27, 17.8 MILES.  TURN E AND GO 2.0 MILES.  TURN OFF THE HIGHWAY
 HH0794'TO THE S AND FOLLOW AN UNGRADED ROAD 0.5 MILE.  REFERENCE MARK
 HH0794'NO. 2 IS AT THIS POINT.  TURN OFF THE ROAD AND DRIVE ACROSS
 HH0794'THE PASTURE SE 0.35 MILE TO THE STATION.
 HH0794'
 HH0794'A 35-FOOT TOWER WAS ERECTED.
 HH0794'
 HH0794'EITHER R.M. MAY BE USED FOR AZIMUTH.
 HH0794
 HH0794                          STATION RECOVERY (1964)
 HH0794
 HH0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AWH)
 HH0794'THE STATION MARK WAS SEARCHED FOR BUT NOT FOUND.
 HH0794'
 HH0794'THE REFERENCE MARKS WERE FOUND OUT OF THE GROUND AND DESTROYED.
 HH0794'
 HH0794'THERE WAS NO AZIMUTH MARK SET.
 HH0794
 HH0794                          STATION RECOVERY (1972)
 HH0794
 HH0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0794'SEE NOS RECOVERY NOTE 1964 TURNED INTO FARMLAND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0810 ***********************************************************************
 HH0810  DESIGNATION -  RICHFIELD METH CH SPIRE
 HH0810  PID         -  HH0810
 HH0810  STATE/COUNTY-  KS/MORTON
 HH0810  USGS QUAD   -  RICHFIELD (1973)
 HH0810
 HH0810                         *CURRENT SURVEY CONTROL
 HH0810  ___________________________________________________________________
 HH0810* NAD 83(1997)-  37 15 59.40962(N)    101 47 06.78260(W)     ADJUSTED  
 HH0810* NAVD 88     -                                                        
 HH0810  ___________________________________________________________________
 HH0810  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 HH0810  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 HH0810
 HH0810  HORZ ORDER  -  THIRD
 HH0810
 HH0810.The horizontal coordinates were established by classical geodetic methods
 HH0810.and adjusted by the National Geodetic Survey in October 1998..
 HH0810
 HH0810
 HH0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0810
 HH0810.The geoid height was determined by GEOID03.
 HH0810
 HH0810;                    North         East     Units Scale Factor Converg.
 HH0810;SPC KS S     -   471,706.434   108,661.329   MT  1.00000003   -2 01 07.9
 HH0810;UTM  14      - 4,128,073.582   253,023.714   MT  1.00035145   -1 41 14.5
 HH0810
 HH0810                          SUPERSEDED SURVEY CONTROL
 HH0810
 HH0810  NAD 83(1997)-  37 15 59.41007(N)    101 47 06.78225(W) AD(       ) 4
 HH0810  NAD 83(1997)-  37 15 59.41630(N)    101 47 06.77376(W) AD(       ) 4
 HH0810  NAD 83(1986)-  37 15 59.41689(N)    101 47 06.77221(W) AD(       ) 4
 HH0810  NAD 27      -  37 15 59.33004(N)    101 47 05.17177(W) AD(       ) 3
 HH0810
 HH0810.Superseded values are not recommended for survey control.
 HH0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0810.See file dsdata.txt to determine how the superseded data were derived.
 HH0810
 HH0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG5302428074(NAD 83)
 HH0810_MARKER: 90 = CHURCH SPIRE
 HH0810
 HH0810  HISTORY     - Date     Condition        Report By
 HH0810  HISTORY     - 1972     FIRST OBSERVED   USGS
 HH0810
 HH0810                          STATION DESCRIPTION
 HH0810
 HH0810'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0810'STATION IS THE CENTER OF THE SPIRE AT THE TOP OF THE RICHFIELD
 HH0810'METHODIST CHURCH ABOUT 0.1 MI. N. AND 0.2 MI. W. OF POST OFFICE AT
 HH0810'RICHFIELD.
 HH0810'
 HH0810'NEAR CENTER SEC. 16, T. 32 S., R. 41 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0566 ***********************************************************************
 KG0566  DESIGNATION -  RICHLAND
 KG0566  PID         -  KG0566
 KG0566  STATE/COUNTY-  KS/JEWELL
 KG0566  USGS QUAD   -  MANKATO (1969)
 KG0566
 KG0566                         *CURRENT SURVEY CONTROL
 KG0566  ___________________________________________________________________
 KG0566* NAD 83(1997)-  39 50 07.85040(N)    098 08 19.76799(W)     ADJUSTED  
 KG0566* NAVD 88     -       556.     (meters)    1824.     (feet)  SCALED    
 KG0566  ___________________________________________________________________
 KG0566  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 KG0566  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 KG0566
 KG0566  HORZ ORDER  -  SECOND
 KG0566
 KG0566.The horizontal coordinates were established by classical geodetic methods
 KG0566.and adjusted by the National Geodetic Survey in October 1998..
 KG0566
 KG0566.The orthometric height was scaled from a topographic map.
 KG0566
 KG0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0566
 KG0566.The geoid height was determined by GEOID03.
 KG0566
 KG0566;                    North         East     Units Scale Factor Converg.
 KG0566;SPC KS N     -   166,775.108   388,116.749   MT  1.00000888   -0 05 16.2
 KG0566;SPC NE       -     1,956.967   659,313.822   MT  1.00007833   +1 14 00.2
 KG0566;UTM  14      - 4,409,855.890   573,686.267   MT  0.99966684   +0 33 06.1
 KG0566
 KG0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0566!SPC KS N     -   0.99991685  x   1.00000888  =   0.99992573
 KG0566!SPC NE       -   0.99991685  x   1.00007833  =   0.99999517
 KG0566!UTM  14      -   0.99991685  x   0.99966684  =   0.99958372
 KG0566
 KG0566:                Primary Azimuth Mark                     Grid Az
 KG0566:SPC KS N     -  RICHLAND AZ MK                           058 29 47.7
 KG0566:SPC NE       -  RICHLAND AZ MK                           057 10 31.3
 KG0566:UTM  14      -  RICHLAND AZ MK                           057 51 25.4
 KG0566
 KG0566|---------------------------------------------------------------------|
 KG0566| PID    Reference Object                     Distance      Geod. Az  |
 KG0566|                                                           dddmmss.s |
 KG0566| CN9595 RICHLAND AZ MK                                     0582431.5 |
 KG0566| CN9596 RICHLAND RM 1                        23.867 METERS 25631     |
 KG0566| CN9597 RICHLAND RM 2                        25.568 METERS 33407     |
 KG0566|---------------------------------------------------------------------|
 KG0566
 KG0566                          SUPERSEDED SURVEY CONTROL
 KG0566
 KG0566  NAD 83(1997)-  39 50 07.85127(N)    098 08 19.76801(W) AD(       ) 2
 KG0566  NAD 83(1986)-  39 50 07.85575(N)    098 08 19.76816(W) AD(       ) 2
 KG0566  NAD 27      -  39 50 07.81000(N)    098 08 18.59500(W) AD(       ) 2
 KG0566
 KG0566.Superseded values are not recommended for survey control.
 KG0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0566.See file dsdata.txt to determine how the superseded data were derived.
 KG0566
 KG0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK7368609856(NAD 83)
 KG0566_MARKER: DS = TRIANGULATION STATION DISK
 KG0566_SETTING: 0 = UNSPECIFIED SETTING
 KG0566
 KG0566  HISTORY     - Date     Condition        Report By
 KG0566  HISTORY     - 1950     MONUMENTED       CGS
 KG0566  HISTORY     - 1969     GOOD             CGS
 KG0566
 KG0566                          STATION DESCRIPTION
 KG0566
 KG0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0566'THE STATION IS LOCATED ABOUT 4.0 MILES EAST AND 3-1/2 MILES
 KG0566'NORTH OF MANKATO, 2-1/2 MILES WEST AND 3-1/2 MILES NORTH OF
 KG0566'MONTROSE ON THE EAST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE
 KG0566'ROAD.  IT IS 17 FEET EAST OF THE CENTER OF NORTH-SOUTH SECTION
 KG0566'LINE ROAD, 35 FEET EAST OF NORTH-SOUTH FENCE LINE, 18 FEET NORTH
 KG0566'OF FENCE CORNER AND 7-1/2 FEET WEST OF NORTH-SOUTH FENCE LINE.
 KG0566'IT IS STAMPED RICHLAND 1950 AND SET 1 FOOT BELOW THE GROUND
 KG0566'SURFACE.
 KG0566'
 KG0566'REFERENCE MARK NO 1 IS WEST-SOUTHWEST OF THE STATION, SET IN
 KG0566'THE SOUTH END OF A PASTURE, 33 FEET WEST OF FENCE CORNER AND
 KG0566'1 FOOT NORTH OF EAST-WEST FENCE LINE.  IT IS STAMPED RICHLAND
 KG0566'NO 1 1950 AND PROJECTS 3 INCHES.
 KG0566'
 KG0566'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 21 FEET WEST
 KG0566'OF THE CENTER OF NORTH-SOUTH SECTION LINE ROAD AND 1 FOOT EAST
 KG0566'OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED RICHLAND NO 2 1950
 KG0566'AND PROJECTS 3 INCHES.
 KG0566'
 KG0566'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 101.68 FEET.
 KG0566'
 KG0566'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION,
 KG0566'19 FEET NORTH OF THE CENTER OF EAST-WEST ROAD, 3-1/2 FEET EAST
 KG0566'OF WITNESS POST AND 2 FEET WEST OF WEST END OF WIRE GATE INTO
 KG0566'FIELD.  IT IS STAMPED RICHLAND 1950 AND PROJECTS 2 INCHES.
 KG0566'
 KG0566'TO REACH THE STATION FROM THE JUNCTION OF CROSSROAD AND U.S.
 KG0566'HIGHWAY NO 36 ABOUT 0.2 MILE SOUTH OF THE RAILROAD STATION IN
 KG0566'MONTROSE, GO WEST ON U.S. HIGHWAY NO 36 FOR 1.7 MILES TO
 KG0566'JUNCTION WITH STATE ROUTE NO 14, TURN RIGHT AND GO NORTH ON
 KG0566'STATE ROUTE NO 14 FOR 3.85 MILES TO CROSSROAD AT LONE MAIL BOX
 KG0566'ON LEFT, TURN LEFT AND GO WEST FOR 0.6 MILE TO THE AZIMUTH MARK
 KG0566'ON THE NORTH SIDE AS DESCRIBED, CONTINUE WEST FOR 0.4 MILE TO
 KG0566'T-INTERSECTION, TURN LEFT AND GO SOUTH ON SECTION LINE ROAD
 KG0566'FOR 0.3 MILE TO OLD FENCE LINE ACROSS ROAD AND STATION AS
 KG0566'DESCRIBED.
 KG0566'
 KG0566'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KG0566
 KG0566                          STATION RECOVERY (1969)
 KG0566
 KG0566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 KG0566'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KG0566'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL
 KG0566'MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND
 KG0566'ADEQUATE FOR RECOVERY EXCEPT THE OLD SECTION LINE ROAD LEADING SOUTH
 KG0566'FOR 0.3 MILE IN THE DESCRIPTION HAS BEEN CLOSED.  A GATE AT OLD
 KG0566'ROAD SITE IS LOCKED AND THE STATION CAN BE REACHED BY ENTERING
 KG0566'A GATE 0.3 MILE EAST OF THE OLD ROAD LEADING SOUTH.
 KG0566'
 KG0566'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE AZIMUTH MARK.
 KG0566'
 KG0566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2-1/2 MILES
 KG0566'WEST AND 3-1/2 MILES NORTH OF MONTROSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0870 ***********************************************************************
 HH0870  DESIGNATION -  RICHLAND VALLEY HOPE LUTH CH
 HH0870  PID         -  HH0870
 HH0870  STATE/COUNTY-  KS/FORD
 HH0870  USGS QUAD   -  SOUTH DODGE (1984)
 HH0870
 HH0870                         *CURRENT SURVEY CONTROL
 HH0870  ___________________________________________________________________
 HH0870* NAD 83(1997)-  37 38 56.23884(N)    100 00 21.60985(W)     ADJUSTED  
 HH0870* NAVD 88     -                                                        
 HH0870  ___________________________________________________________________
 HH0870  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 HH0870  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 HH0870
 HH0870  HORZ ORDER  -  THIRD
 HH0870
 HH0870.The horizontal coordinates were established by classical geodetic methods
 HH0870.and adjusted by the National Geodetic Survey in October 1998..
 HH0870
 HH0870
 HH0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0870
 HH0870.The geoid height was determined by GEOID03.
 HH0870
 HH0870;                    North         East     Units Scale Factor Converg.
 HH0870;SPC KS S     -   510,092.125   267,108.865   MT  0.99994685   -0 55 31.7
 HH0870;UTM  14      - 4,167,342.953   411,255.111   MT  0.99969701   -0 36 52.3
 HH0870
 HH0870                          SUPERSEDED SURVEY CONTROL
 HH0870
 HH0870  NAD 83(1997)-  37 38 56.24663(N)    100 00 21.60948(W) AD(       ) 4
 HH0870  NAD 83(1986)-  37 38 56.23991(N)    100 00 21.61175(W) AD(       ) 4
 HH0870  NAD 27      -  37 38 56.16779(N)    100 00 20.12665(W) AD(       ) 3
 HH0870
 HH0870.Superseded values are not recommended for survey control.
 HH0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0870.See file dsdata.txt to determine how the superseded data were derived.
 HH0870
 HH0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1125567343(NAD 83)
 HH0870_MARKER: 90 = CHURCH SPIRE
 HH0870
 HH0870  HISTORY     - Date     Condition        Report By
 HH0870  HISTORY     - 1961     FIRST OBSERVED   CGS
 HH0870  HISTORY     - 1970     GOOD             NGS
 HH0870
 HH0870                          STATION DESCRIPTION
 HH0870
 HH0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WHK)
 HH0870'THE STATION IS THE CENTER OF THE CROSS ON THE SPIRE.  THE CHURCH
 HH0870'IS ABOUT 7 MILES SOUTH OF DODGE CITY AND IS 1/2 MILE EAST OF U.S.
 HH0870'HIGHWAY 283.  THE CROSS IS UNPAINTED WOOD, MOUNTED ON A BROWN
 HH0870'SHINGLED SPIRE ON THE SOUTH END OF A WHITE CHURCH AND IS 50 FOOT
 HH0870'ABOVE THE GROUND.
 HH0870
 HH0870                          STATION RECOVERY (1970)
 HH0870
 HH0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0870'THE STATION WAS RECOVERED AS DESCRIBED BY H.W. KEITH IN 1961, AND THE
 HH0870'DESCRIPTION IS ADEQUATE.  THE NAME OF THIS STATION IN 1961 WAS
 HH0870'RICHLAND VALLEY, HOPE LUTHERAN CHURCH, SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1716 ***********************************************************************
 JE1716  DESIGNATION -  RICHMOND MUN WATER TANK
 JE1716  PID         -  JE1716
 JE1716  STATE/COUNTY-  KS/FRANKLIN
 JE1716  USGS QUAD   -  RICHMOND (1983)
 JE1716
 JE1716                         *CURRENT SURVEY CONTROL
 JE1716  ___________________________________________________________________
 JE1716* NAD 83(1997)-  38 24 05.21767(N)    095 15 54.56794(W)     ADJUSTED  
 JE1716* NAVD 88     -                                                        
 JE1716  ___________________________________________________________________
 JE1716  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 JE1716  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JE1716
 JE1716  HORZ ORDER  -  THIRD
 JE1716
 JE1716.The horizontal coordinates were established by classical geodetic methods
 JE1716.and adjusted by the National Geodetic Survey in October 1998..
 JE1716
 JE1716
 JE1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1716
 JE1716.The geoid height was determined by GEOID03.
 JE1716
 JE1716;                    North         East     Units Scale Factor Converg.
 JE1716;SPC KS S     -   597,440.061   682,503.568   MT  0.99997150   +1 59 16.4
 JE1716;UTM  15      - 4,252,787.607   302,202.343   MT  1.00008184   -1 24 27.0
 JE1716
 JE1716                          SUPERSEDED SURVEY CONTROL
 JE1716
 JE1716  NAD 83(1986)-  38 24 05.22315(N)    095 15 54.56525(W) AD(       ) 4
 JE1716  NAD 27      -  38 24 05.13212(N)    095 15 53.66714(W) AD(       ) 3
 JE1716
 JE1716.Superseded values are not recommended for survey control.
 JE1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1716.See file dsdata.txt to determine how the superseded data were derived.
 JE1716
 JE1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0220252788(NAD 83)
 JE1716_MARKER: 53 = ELEVATED TANK
 JE1716
 JE1716  HISTORY     - Date     Condition        Report By
 JE1716  HISTORY     - 1974     FIRST OBSERVED   NGS
 JE1716  HISTORY     - 1981     GOOD             NGS
 JE1716
 JE1716                          STATION DESCRIPTION
 JE1716
 JE1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1716'THE STATION, RICHMOND MUNICIPAL WATER TANK IS THE CENTER OF THE TOP
 JE1716'OF A FOUR-LEGGED WATER TANK PAINTED SILVER WITH A RED TOP, OWNED BY
 JE1716'THE RICHMOND WATER DEPARTMENT, WITH A OVERALL HEIGHT OF 100 FEET.
 JE1716'
 JE1716'TO REACH THE STATION FROM THE POST OFFICE IN RICHMOND, GO WEST ON A
 JE1716'PAVED STREET FOR 0.15 MILE TO THE STATION ON THE LEFT.
 JE1716
 JE1716                          STATION RECOVERY (1981)
 JE1716
 JE1716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JE1716'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 JE1716'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1697 ***********************************************************************
 JE1697  DESIGNATION -  RICHMOND UNDERGROUND
 JE1697  PID         -  JE1697
 JE1697  STATE/COUNTY-  KS/FRANKLIN
 JE1697  USGS QUAD   -  GARNETT NW (1983)
 JE1697
 JE1697                         *CURRENT SURVEY CONTROL
 JE1697  ___________________________________________________________________
 JE1697* NAD 83(1997)-  38 23 23.98622(N)    095 14 55.38161(W)     ADJUSTED  
 JE1697* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 JE1697  ___________________________________________________________________
 JE1697  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 JE1697  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 JE1697
 JE1697  HORZ ORDER  -  THIRD
 JE1697
 JE1697.The horizontal coordinates were established by classical geodetic methods
 JE1697.and adjusted by the National Geodetic Survey in October 1998..
 JE1697
 JE1697.The orthometric height was scaled from a topographic map.
 JE1697
 JE1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1697
 JE1697.The geoid height was determined by GEOID03.
 JE1697
 JE1697;                    North         East     Units Scale Factor Converg.
 JE1697;SPC KS S     -   596,219.464   683,983.098   MT  0.99996983   +1 59 52.8
 JE1697;UTM  15      - 4,251,481.391   303,607.140   MT  1.00007502   -1 23 48.9
 JE1697
 JE1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1697!SPC KS S     -   0.99995646  x   0.99996983  =   0.99992629
 JE1697!UTM  15      -   0.99995646  x   1.00007502  =   1.00003147
 JE1697
 JE1697|---------------------------------------------------------------------|
 JE1697| PID    Reference Object                     Distance      Geod. Az  |
 JE1697|                                                           dddmmss.s |
 JE1697| CL6145 RICHMOND RM 1                         5.714 METERS 00910     |
 JE1697| JE1693 SCIPIO ST BONIFIOUS CH SPIRE        APPROX. 3.8 KM 1343331.0 |
 JE1697| JE1694 GARNETT MUNICIPAL TANK              APPROX.11.8 KM 1762850.7 |
 JE1697| CL6144 RICHMOND AZ MK                                     1811606.6 |
 JE1697| AI0987 RICHMOND AZ MK 2                                   1814828.4 |
 JE1697| CL6146 RICHMOND RM 2                        10.565 METERS 30249     |
 JE1697| JE1716 RICHMOND MUN WATER TANK             APPROX. 1.9 KM 3113113.2 |
 JE1697|---------------------------------------------------------------------|
 JE1697
 JE1697                          SUPERSEDED SURVEY CONTROL
 JE1697
 JE1697  NAD 83(1986)-  38 23 23.99333(N)    095 14 55.38112(W) AD(       ) 3
 JE1697  NAD 27      -  38 23 23.93200(N)    095 14 54.47000(W) AD(       ) 3
 JE1697
 JE1697.Superseded values are not recommended for survey control.
 JE1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1697.See file dsdata.txt to determine how the superseded data were derived.
 JE1697
 JE1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC0360751481(NAD 83)
 JE1697_MARKER: DS = TRIANGULATION STATION DISK
 JE1697_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JE1697_SP_SET: SET INTO MASS OF CONCRETE
 JE1697_STAMPING: RICHMOND 1948
 JE1697_PROJECTION: RECESSED
 JE1697_MAGNETIC: N = NO MAGNETIC MATERIAL
 JE1697
 JE1697  HISTORY     - Date     Condition        Report By
 JE1697  HISTORY     - 1981     MONUMENTED       NGS
 JE1697
 JE1697                          STATION DESCRIPTION
 JE1697
 JE1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JE1697'THE SURFACE STATION MARK WAS NOT RECOVERED.  THE UNDERGROUND STATION
 JE1697'MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED IN
 JE1697'GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  THE UNDERGROUND MARK
 JE1697'IS NOW UNDER A GUARD RAIL POST, THEREFORE, STATION--RICHMOND 2--WAS
 JE1697'ESTABLISHED NEARBY.  THE UNDERGROUND MARK WAS LEFT IN PLACE.  THE
 JE1697'DISTANCE TO REFERENCE MARK 1 WAS 0.007 METER SHORTER THAN 1970 DATA
 JE1697'AND THE DIRECTION WAS 7 MINUTES, 53 SECONDS SMALLER.  THE DISTANCE
 JE1697'TO REFERENCE MARK 2 WAS 0.032 METER LONGER THAN 1970 DATA AND THE
 JE1697'DIRECTION WAS 27 SECONDS SMALLER.  THE DIRECTION TO THE AZIMUTH MARK
 JE1697'WAS 0.8 SECOND LARGER AND THE DIRECTION TO THE RICHMOND MUNICIPAL
 JE1697'WATER TANK WAS 3.7 SECONDS SMALLER.
 JE1697'
 JE1697'THE UNDERGROUND MARK IS 18 FEET SOUTH OF THE SOUTHEAST WINGWALL
 JE1697'OF THE OVERPASS BRIDGE OF U.S. HIGHWAY 59 OVER THE SANTA FE RAILROAD,
 JE1697'14 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND IT IS DIRECTLY
 JE1697'UNDER THE NORTHEAST CORNER OF A GUARD RAIL POST THAT WAS REPLACED
 JE1697'AFTER THE 1981 OBSERVATIONS WERE TAKEN.
 JE1697'
 JE1697'FOR FURTHER DETAILS, PLEASE SEE THE DESCRIPTION FOR--RICHMOND 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1118 ***********************************************************************
 KF1118  DESIGNATION -  RILEY
 KF1118  PID         -  KF1118
 KF1118  STATE/COUNTY-  KS/RILEY
 KF1118  USGS QUAD   -  RILEY (1978)
 KF1118
 KF1118                         *CURRENT SURVEY CONTROL
 KF1118  ___________________________________________________________________
 KF1118* NAD 83(1997)-  39 17 59.31435(N)    096 47 19.10639(W)     ADJUSTED  
 KF1118* NAVD 88     -       414.     (meters)    1358.     (feet)  SCALED    
 KF1118  ___________________________________________________________________
 KF1118  LAPLACE CORR-          -7.05  (seconds)                    DEFLEC99
 KF1118  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 KF1118
 KF1118  HORZ ORDER  -  SECOND
 KF1118
 KF1118.The horizontal coordinates were established by classical geodetic methods
 KF1118.and adjusted by the National Geodetic Survey in October 1998..
 KF1118
 KF1118.The orthometric height was scaled from a topographic map.
 KF1118
 KF1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1118
 KF1118.The geoid height was determined by GEOID03.
 KF1118
 KF1118;                    North         East     Units Scale Factor Converg.
 KF1118;SPC KS N     -   107,988.986   504,483.832   MT  0.99995722   +0 45 59.2
 KF1118;UTM  14      - 4,352,378.960   690,684.220   MT  1.00004771   +1 24 03.8
 KF1118
 KF1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1118!SPC KS N     -   0.99993962  x   0.99995722  =   0.99989685
 KF1118!UTM  14      -   0.99993962  x   1.00004771  =   0.99998733
 KF1118
 KF1118|---------------------------------------------------------------------|
 KF1118| PID    Reference Object                     Distance      Geod. Az  |
 KF1118|                                                           dddmmss.s |
 KF1118| CL8282 RILEY RM 1                           16.855 METERS 04943     |
 KF1118| CL8280 RILEY AZ MK                                        2533809.7 |
 KF1118| KF1119 RILEY MUNICIPAL TANK                APPROX. 3.1 KM 2653424.5 |
 KF1118| KF1121 RILEY PRESBYTERIAN CH SPIRE         APPROX. 3.1 KM 2681404.9 |
 KF1118| CL8283 RILEY RM 2                           14.528 METERS 29953     |
 KF1118| CL8281 RILEY AZ MK 2                                      3052741.7 |
 KF1118| KF1117 FAIRVIEW PRESBYTERIAN CHURCH        APPROX. 5.3 KM 3174221.2 |
 KF1118| KF1122 LEONARDVILLE MUNICIPAL TANK         APPROX. 9.5 KM 3203521.9 |
 KF1118|---------------------------------------------------------------------|
 KF1118
 KF1118                          SUPERSEDED SURVEY CONTROL
 KF1118
 KF1118  NAD 83(1997)-  39 17 59.32072(N)    096 47 19.10464(W) AD(       ) 2
 KF1118  NAD 83(1986)-  39 17 59.32101(N)    096 47 19.10432(W) AD(       ) 2
 KF1118  NAD 27      -  39 17 59.33700(N)    096 47 18.07200(W) AD(       ) 2
 KF1118
 KF1118.Superseded values are not recommended for survey control.
 KF1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1118.See file dsdata.txt to determine how the superseded data were derived.
 KF1118
 KF1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9068452379(NAD 83)
 KF1118_MARKER: DS = TRIANGULATION STATION DISK
 KF1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1118
 KF1118  HISTORY     - Date     Condition        Report By
 KF1118  HISTORY     - 1947     MONUMENTED       CGS
 KF1118  HISTORY     - 1961     GOOD             CGS
 KF1118  HISTORY     - 1963     GOOD             CGS
 KF1118  HISTORY     - 1965     GOOD             CGS
 KF1118  HISTORY     - 1971     GOOD             NGS
 KF1118
 KF1118                          STATION DESCRIPTION
 KF1118
 KF1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1118'THE STATION IS ABOUT 2.5 MILES EAST OF RILEY, NEAR THE CENTER OF
 KF1118'SECTION 5T. 9S, R, 6E, ON PROPERTY OWNED AND OCCUPIED BY MR. L.F.
 KF1118'KAUMP, 0.1 MILE NORTH OF U.S. HIGHWAY 24, 82 FEET EAST OF A FENCE
 KF1118'CORNER, 18 FEET SOUTH OF THE CENTER OF A FARM LANE, AND 7.5
 KF1118'FEET SOUTH OF AN EAST-WEST FENCE.  IT IS STAMPED RILEY 1947 AND
 KF1118'SET FLUSH WITH THE GROUND.
 KF1118'
 KF1118'REFERENCE MARK NO. 1 IS 51 FEET WEST OF A NORTH-SOUTH GATE, 48.5
 KF1118'FEET EAST OF AN EAST-WEST GATE, 13 FEET NORTH OF THE CENTER OF
 KF1118'A FARM LANE, AND 1 FOOT NORTH OF AN EAST-WEST FENCE.  IT IS
 KF1118'STAMPED RILEY NO 1 1947 AND PROJECTS 5 INCHES.
 KF1118'
 KF1118'REFERENCE MARK NO. 2 IS 37 FEET WEST OF THE CENTER OF AN EAST-WEST
 KF1118'GATE, AND 15 FEET NORTH OF THE CENTER OF A FARM LANE.  IT IS
 KF1118'STAMPED RILEY NO 2 1947 AND PROJECTS 3 INCHES.
 KF1118'
 KF1118'AZIMUTH MARK IS ABOUT 0.2 MILE WEST-SOUTHWEST OF THE STATION,
 KF1118'70 FEET SOUTH-WEST OF THE INTERSECTION OF U.S. HIGHWAY 24 AND A
 KF1118'GRADED ROAD, 34 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 24,
 KF1118'13 FEET NORTH-WEST OF THE CENTER OF A WHITE BOARD GATE, AND 1
 KF1118'FOOT NORTH-EAST OF A 4 X 4 WITNESS POST.  IT IS STAMPED RILEY
 KF1118'1947 AND PROJECTS 4 INCHES.
 KF1118'
 KF1118'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 24 AND
 KF1118'U.S. HIGHWAY 77 IN RILEY, GO EAST ON U.S. HIGHWAY 24 FOR 2.2
 KF1118'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE ON
 KF1118'U.S. HIGHWAY 24 FOR 0.2 MILE TO THE KAUMP HOME ON THE LEFT,
 KF1118'FOLLOW LANE LEADING TO BARNYARD, TURN SOUTH THROUGH GATE TO
 KF1118'STATION ON THE LEFT.
 KF1118'
 KF1118'A 74 FOOT SIGNAL AT ERRICSSON 1889 IS VISIBLE AT 37 FEET.
 KF1118'
 KF1118'A 74 FOOT SIGNAL AT MAGIC IS VISIBLE AT 4 FEET.
 KF1118'
 KF1118'A 74 FOOT SIGNAL AT BALA IS VISIBLE AT 4 FEET.
 KF1118'
 KF1118'A 74 FOOT SIGNAL AT FAIRVIEW IS VISIBLE AT 4 FEET.
 KF1118'
 KF1118'A 74 FOOT SIGNAL AT WALSBURG IS VISIBLE AT 4 FEET.
 KF1118'
 KF1118'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KF1118
 KF1118                          STATION RECOVERY (1961)
 KF1118
 KF1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CJB)
 KF1118'THIS STATION WAS RECOVERED AS DESCRIBED AND THE MARKS WERE ALL
 KF1118'FOUND IN GOOD CONDITION.
 KF1118
 KF1118                          STATION RECOVERY (1963)
 KF1118
 KF1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF1118'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KF1118'IN GOOD CONDITION.  A NEW STEEL WITNESS POST WAS PLACED NEAR THE
 KF1118'AZIMUTH MARK AND A NEW TO REACH AND SOME ADDITIONAL MEASUREMENTS
 KF1118'AT THE AZIMUTH MARK FOLLOW-
 KF1118'
 KF1118'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND
 KF1118'77 IN RILEY, GO EAST ON U.S. HIGHWAY 24 FOR 2.1 MILES TO
 KF1118'CROSSROADS AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST
 KF1118'ON U.S. HIGHWAY 24 FOR 0.25 MILE TO THE ENTRANCE TO THE L.F.
 KF1118'KAUP FARM ON THE LEFT AND THE STATION AS DESCRIBED.
 KF1118'
 KF1118'AZIMUTH MARK IS 0.2 MILE WEST-SOUTHWEST OF THE STATION, 70
 KF1118'FEET SOUTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 24 AND A
 KF1118'GRADED CROSSROAD, 34 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 KF1118'24, 2 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A FENCE,
 KF1118'AND 1 FOOT NORTHWEST OF A NEW STEEL WITNESS POST WITH SIGN.  THE
 KF1118'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED RILEY 1947.
 KF1118
 KF1118                          STATION RECOVERY (1965)
 KF1118
 KF1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1118'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS
 KF1118'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 KF1118'
 KF1118'THE AZIMUTH MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 KF1118'IT IS 60 FEET WEST OF A DIRT ROAD, 36 FEET SOUTH OF THE CENTER
 KF1118'LINE OF U.S. HIGHWAY 24, 1.5 FEET SOUTHWEST OF A TELEPHONE LINE
 KF1118'POLE AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT
 KF1118'PROJECTS 4-INCHES ABOVE THE GROUND.
 KF1118
 KF1118                          STATION RECOVERY (1971)
 KF1118
 KF1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KF1118'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KF1118'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KF1118'CONDITION.  THE AZIMUTH MARK WAS IN THE WAY OF ROAD CONSTRUCTION
 KF1118'AND WAS MOVED AT THE REQUEST OF THE KANSAS STATE HIGHWAY
 KF1118'COMMISSION, THE MARK WAS OBSTRUCTED BY TREES SO THE DIRECTION
 KF1118'COULD NOT BE CHECKED.  THE DISTANCE TO THE REFERENCE MARKS
 KF1118'CHECKED.  THE DIRECTION TO REFERENCE MARK NO. 2 FAILED TO CHECK BY
 KF1118'12 MINUTES 12 SECONDS.  THE DIRECTION TO REFERENCE MARK
 KF1118'NO. 1 FAILED TO CHECK BY 4 MINUTES 19 SECONDS.  THE DIRECTION
 KF1118'BETWEEN THE WATER TANKS SHOWN IN THE BOX SCORE CHECKED.
 KF1118'
 KF1118'A NEW AZIMUTH MARK WAS SET AND THE OLD DESCRIPTION WILL BE
 KF1118'ADEQUATE FOR RECOVERY WITH THE FOLLOWING NOTES.
 KF1118'
 KF1118'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 KF1118'
 KF1118'AZIMUTH MARK, A STANDARD DISK STAMPED RILEY 1947 1971, IS SET IN
 KF1118'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 KF1118'IS 23.5 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 8.5 FEET
 KF1118'NORTH-NORTHWEST OF A POWERLINE POLE, 2 FEET EAST OF A METAL
 KF1118'WITNESS POST, 2 FEET SOUTH-SOUTHEAST OF THE SOUTH GATE POST AT
 KF1118'A FIELD ENTRANCE, AND 1 FOOT EAST OF A FENCE.
 KF1118'
 KF1118'TO REACH THE AZIMUTH MARK FROM MR. KAUMPS DRIVEWAY WHICH IS
 KF1118'SOUTH-SOUTHEAST OF THE STATION, GO WEST ON U.S. HIGHWAY 24 FOR 0.2
 KF1118'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED
 KF1118'ROAD FOR 0.25 MILE TO A GATE AND THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1119 ***********************************************************************
 KF1119  DESIGNATION -  RILEY MUNICIPAL TANK
 KF1119  PID         -  KF1119
 KF1119  STATE/COUNTY-  KS/RILEY
 KF1119  USGS QUAD   -  RILEY (1978)
 KF1119
 KF1119                         *CURRENT SURVEY CONTROL
 KF1119  ___________________________________________________________________
 KF1119* NAD 83(1997)-  39 17 51.52330(N)    096 49 28.30715(W)     ADJUSTED  
 KF1119* NAVD 88     -                                                        
 KF1119  ___________________________________________________________________
 KF1119  LAPLACE CORR-          -8.06  (seconds)                    DEFLEC99
 KF1119  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 KF1119
 KF1119  HORZ ORDER  -  THIRD
 KF1119
 KF1119.The horizontal coordinates were established by classical geodetic methods
 KF1119.and adjusted by the National Geodetic Survey in October 1998..
 KF1119
 KF1119
 KF1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1119
 KF1119.The geoid height was determined by GEOID03.
 KF1119
 KF1119;                    North         East     Units Scale Factor Converg.
 KF1119;SPC KS N     -   107,707.951   501,391.571   MT  0.99995719   +0 44 37.5
 KF1119;UTM  14      - 4,352,063.669   687,595.004   MT  1.00003332   +1 22 41.6
 KF1119
 KF1119                          SUPERSEDED SURVEY CONTROL
 KF1119
 KF1119  NAD 83(1997)-  39 17 51.52919(N)    096 49 28.30654(W) AD(       ) 4
 KF1119  NAD 83(1986)-  39 17 51.52965(N)    096 49 28.30434(W) AD(       ) 4
 KF1119  NAD 27      -  39 17 51.54600(N)    096 49 27.26600(W) AD(       ) 3
 KF1119
 KF1119.Superseded values are not recommended for survey control.
 KF1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1119.See file dsdata.txt to determine how the superseded data were derived.
 KF1119
 KF1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8759552064(NAD 83)
 KF1119_MARKER: 53 = ELEVATED TANK
 KF1119
 KF1119  HISTORY     - Date     Condition        Report By
 KF1119  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1119  HISTORY     - 1965     GOOD             CGS
 KF1119  HISTORY     - 1980     GOOD             NGS
 KF1119  HISTORY     - 1981     GOOD             NGS
 KF1119  HISTORY     - 20050204 GOOD             GEOCAC
 KF1119
 KF1119                          STATION DESCRIPTION
 KF1119
 KF1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1119'LOCATED NEAR THE CENTER OF THE TOWN OF RILEY, 150 FEET EAST OF
 KF1119'THE MAIN STREET, 65 FEET SOUTH OF THE CENTER OF A GRAVEL STREET
 KF1119'AND 30 FEET WEST OF A GRAVEL ALLEY.
 KF1119'
 KF1119'TANK IS ABOUT 125 FEET IN HEIGHT.  TANK PROPER HAS A BALL AT ITS
 KF1119'APEX AND A CATWALK AT ITS BASE.  IT HAS THE LETTERS RILEY IN
 KF1119'WHITE ON THE NORTH SIDE.  IT IS SUPPORTED BY FOUR STEEL TRUSSWORK
 KF1119'LEGS.  THE ENTIRE STRUCTURE IS PAINTED BLACK.
 KF1119'
 KF1119'THE POINT OBSERVED WAS THE BALL AT THE APEX.
 KF1119
 KF1119                          STATION RECOVERY (1965)
 KF1119
 KF1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1119'THIS INTERSECTION WAS RECOVERED AS DESCRIBED.
 KF1119
 KF1119                          STATION RECOVERY (1980)
 KF1119
 KF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KF1119'THE STATION, RILEY MUNICIPAL WATER TANK, WAS RECOVERED IN GOOD
 KF1119'CONDITION AND AS PREVIOUSLY DESCRIBED WITH THE EXCEPTION IT IS NOW
 KF1119'SILVER, WITH A BLUE TOP, AND THE LETTERING RILEY IS PAINTED IN BLACK.
 KF1119
 KF1119                          STATION RECOVERY (1981)
 KF1119
 KF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KF1119'THE STATION WAS RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION
 KF1119'BEING ADEQUATE EXCEPT FOR THE COLOR OF THE TANK.  THE TANK AND THE
 KF1119'SUPPORTING LEGS ARE NOW PAINTED SILVER AND THE TOP IS PAINTED
 KF1119'BLUE.  DIRECTIONS TO THE TANK WERE VERIFIED AT STATIONS FAIRVIEW AND
 KF1119'LEONARD.
 KF1119
 KF1119                          STATION RECOVERY (2005)
 KF1119
 KF1119'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KF1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1121 ***********************************************************************
 KF1121  DESIGNATION -  RILEY PRESBYTERIAN CH SPIRE
 KF1121  PID         -  KF1121
 KF1121  STATE/COUNTY-  KS/RILEY
 KF1121  USGS QUAD   -  RILEY (1978)
 KF1121
 KF1121                         *CURRENT SURVEY CONTROL
 KF1121  ___________________________________________________________________
 KF1121* NAD 83(1997)-  39 17 56.16919(N)    096 49 29.60009(W)     ADJUSTED  
 KF1121* NAVD 88     -                                                        
 KF1121  ___________________________________________________________________
 KF1121  LAPLACE CORR-          -8.10  (seconds)                    DEFLEC99
 KF1121  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 KF1121
 KF1121  HORZ ORDER  -  THIRD
 KF1121
 KF1121.The horizontal coordinates were established by classical geodetic methods
 KF1121.and adjusted by the National Geodetic Survey in October 1998..
 KF1121
 KF1121
 KF1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1121
 KF1121.The geoid height was determined by GEOID03.
 KF1121
 KF1121;                    North         East     Units Scale Factor Converg.
 KF1121;SPC KS N     -   107,850.807   501,358.735   MT  0.99995720   +0 44 36.6
 KF1121;UTM  14      - 4,352,206.163   687,560.585   MT  1.00003316   +1 22 41.0
 KF1121
 KF1121                          SUPERSEDED SURVEY CONTROL
 KF1121
 KF1121  NAD 83(1997)-  39 17 56.17547(N)    096 49 29.59855(W) AD(       ) 4
 KF1121  NAD 83(1986)-  39 17 56.17551(N)    096 49 29.59723(W) AD(       ) 4
 KF1121  NAD 27      -  39 17 56.19100(N)    096 49 28.55900(W) AD(       ) 3
 KF1121
 KF1121.Superseded values are not recommended for survey control.
 KF1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1121.See file dsdata.txt to determine how the superseded data were derived.
 KF1121
 KF1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ8756152206(NAD 83)
 KF1121_MARKER: 90 = CHURCH SPIRE
 KF1121
 KF1121  HISTORY     - Date     Condition        Report By
 KF1121  HISTORY     - 1947     FIRST OBSERVED   CGS
 KF1121  HISTORY     - 1965     GOOD             CGS
 KF1121
 KF1121                          STATION DESCRIPTION
 KF1121
 KF1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1121'LOCATED AT THE NORTH EDGE OF THE BUSINESS DISTRICT OF THE TOWN
 KF1121'OF RILEY, 50 FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 24 AND
 KF1121'50 FEET EAST OF THE CENTER OF A GRAVEL ROAD.
 KF1121'
 KF1121'THE SPIRE IS HEXAGONAL AND IS ON THE ROOF OF A SQUARE BELFRY.
 KF1121'IT IS APPROXIMATELY 75 FEET IN HEIGHT.
 KF1121'
 KF1121'POINT OBSERVED WAS A FINIAL AT THE APEX OF THE SPIRE.
 KF1121
 KF1121                          STATION RECOVERY (1965)
 KF1121
 KF1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1121'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0796 ***********************************************************************
 HH0796  DESIGNATION -  RILEY RESET
 HH0796  PID         -  HH0796
 HH0796  STATE/COUNTY-  KS/MORTON
 HH0796  USGS QUAD   -  WILBURTON (1974)
 HH0796
 HH0796                         *CURRENT SURVEY CONTROL
 HH0796  ___________________________________________________________________
 HH0796* NAD 83(1997)-  37 04 07.86818(N)    101 50 28.98471(W)     ADJUSTED  
 HH0796* NAVD 88     -      1065.6    (meters)    3496.     (feet)  VERTCON   
 HH0796  ___________________________________________________________________
 HH0796  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 HH0796  GEOID HEIGHT-         -25.03  (meters)                     GEOID03
 HH0796
 HH0796  HORZ ORDER  -  FIRST
 HH0796
 HH0796.The horizontal coordinates were established by classical geodetic methods
 HH0796.and adjusted by the National Geodetic Survey in October 1998..
 HH0796
 HH0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0796
 HH0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0796
 HH0796.The geoid height was determined by GEOID03.
 HH0796
 HH0796;                    North         East     Units Scale Factor Converg.
 HH0796;SPC KS S     -   449,961.662   102,896.464   MT  1.00004477   -2 03 12.1
 HH0796;SPC OK N     -   236,317.555   258,446.007   MT  1.00006911   -2 16 01.1
 HH0796;SPC OK N     -   775,318.51    847,918.27   sFT  1.00006911   -2 16 01.1
 HH0796;UTM  14      - 4,106,287.852   247,384.353   MT  1.00038620   -1 42 49.0
 HH0796
 HH0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0796!SPC KS S     -   0.99983674  x   1.00004477  =   0.99988150
 HH0796!SPC OK N     -   0.99983674  x   1.00006911  =   0.99990583
 HH0796!UTM  14      -   0.99983674  x   1.00038620  =   1.00022287
 HH0796
 HH0796:                Primary Azimuth Mark                     Grid Az
 HH0796:SPC KS S     -  RILEY AZ MK RESET                        095 26 25.3
 HH0796:SPC OK N     -  RILEY AZ MK RESET                        095 39 14.3
 HH0796:UTM  14      -  RILEY AZ MK RESET                        095 06 02.2
 HH0796
 HH0796|---------------------------------------------------------------------|
 HH0796| PID    Reference Object                     Distance      Geod. Az  |
 HH0796|                                                           dddmmss.s |
 HH0796| CM9895 RILEY AZ MK RESET                                  0932313.2 |
 HH0796| HH0800 ELKHART MUNICIPAL STANDPIPE         APPROX. 9.1 KM 2140309.2 |
 HH0796| CM9898 RILEY RM 3                           36.213 METERS 25951     |
 HH0796| CM9896 RILEY RM 1                           36.094 METERS 25959     |
 HH0796| CM9894 RILEY AZ MK                                        2664733.1 |
 HH0796| CM9897 RILEY RM 2                           54.623 METERS 35606     |
 HH0796|---------------------------------------------------------------------|
 HH0796
 HH0796                          SUPERSEDED SURVEY CONTROL
 HH0796
 HH0796  NAD 83(1997)-  37 04 07.86762(N)    101 50 28.98436(W) AD(       ) 1
 HH0796  NAD 83(1997)-  37 04 07.87590(N)    101 50 28.97425(W) AD(       ) 1
 HH0796  NAD 83(1986)-  37 04 07.87793(N)    101 50 28.97391(W) AD(       ) 1
 HH0796  NAD 27      -  37 04 07.79166(N)    101 50 27.38951(W) AD(       ) 1
 HH0796  NGVD 29 (07/19/86) 1065.1    (m)         3494.     (f) VERT ANG       
 HH0796
 HH0796.Superseded values are not recommended for survey control.
 HH0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0796.See file dsdata.txt to determine how the superseded data were derived.
 HH0796
 HH0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG4738406288(NAD 83)
 HH0796_MARKER: DS = TRIANGULATION STATION DISK
 HH0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0796
 HH0796  HISTORY     - Date     Condition        Report By
 HH0796  HISTORY     - 1934     MONUMENTED       CGS
 HH0796  HISTORY     - 1965     SEE DESCRIPTION  CGS
 HH0796  HISTORY     - 1972     GOOD             USGS
 HH0796  HISTORY     - 1972     GOOD             USGS
 HH0796  HISTORY     - 1972     GOOD             NGS
 HH0796  HISTORY     - 19720303 GOOD             USGS
 HH0796
 HH0796                          STATION DESCRIPTION
 HH0796
 HH0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HH0796'STATION IS ABOUT 5-1/2 MILES NE OF ELKHART IN SEC. 25, T 34
 HH0796'S, R 42 W.  ON FARM LAND FARMED BY E.A. RILEY, MARK IS 20
 HH0796'FEET N OF THE FENCE ON THE N SIDE OF THE ROAD, AND IS 86 FEET
 HH0796'W OF A FENCE CORNER POST ON THE E SIDE OF A WIRE GATE, 190
 HH0796'FEET S OF AN OLD WINDMILL AND A WELL.  THE MARK PROJECTS 4
 HH0796'INCHES.
 HH0796'
 HH0796'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HH0796'DISKS SET IN CONCRETE.
 HH0796'
 HH0796'REFERENCE MARK NO. 1 IS W OF THE STATION.  IT IS 43 FEET N OF
 HH0796'THE CENTER OF THE ROAD, AND PROJECTS 4 INCHES.
 HH0796'
 HH0796'REFERENCE MARK NO. 2 IS N OF THE STATION AND IS 10 FEET S OF
 HH0796'AN OLD WELL.  THE MARK PROJECTS 4 INCHES.
 HH0796'
 HH0796'THE AZIMUTH MARK IS W OF THE STATION.  IT IS ON A KNOLL AND
 HH0796'IS 50 FEET S OF THE CENTER OF THE ROAD.  THE MARK PROJECTS
 HH0796'5 INCHES.
 HH0796'
 HH0796'THE STATION IS REACHED FROM ELKHART BY GOING N ON STATE HIGHWAY
 HH0796'27, 4.4 MILES.  TURN E ON A GRADED ROAD AND GO 3.2 MILES TO THE
 HH0796'STATION ON THE N SIDE OF THE ROAD.
 HH0796'
 HH0796'A 35-FOOT TOWER WAS ERECTED.
 HH0796
 HH0796                          STATION RECOVERY (1965)
 HH0796
 HH0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 HH0796'THE STATION MARK WAS RECOVERED, BUT THE DISK WAS MISSING.  THE
 HH0796'IMPRINT OF THE DISK AND STEM WERE VISIBLE AND A NEW DISK WAS
 HH0796'CEMENTED IN THE IMPRINT OF THE OLD DISK AND STEM.
 HH0796'
 HH0796'REFERENCE MARK NO. 1 WAS RECOVERED BUT THE DISK WAS MISSING
 HH0796'AND THE MARK WAS TILTED WEST.  A NEW DISK WAS CEMENTED IN A
 HH0796'DRILL HOLE (REFERENCE MARK NO. 3).
 HH0796'
 HH0796'REFERENCE MARK NO. 2 WAS RECOVERED AND FOUND IN GOOD CONDITION.
 HH0796'THE DISTANCE WAS VERIFIED.
 HH0796'
 HH0796'THE AZIMUTH MARK HAS BEEN DESTROYED.
 HH0796'
 HH0796'STATION SURFACE DISK, REFERENCE MARK NO. 3, AND AN AZIMUTH
 HH0796'MARK WERE SET.
 HH0796'
 HH0796'FOLLOWS IS A NEW AND COMPLETE DESCRIPTION.
 HH0796'
 HH0796'THE STATION IS ABOUT 5-1/2 MILES NORTHEAST OF ELKHART, IN
 HH0796'SECTION 25, T 34 S, R 42 W, ON THE NORTH SIDE OF A GRAVELED ROAD,
 HH0796'AND IN A CULTIVATED FIELD OWNED BY MR. E.A. RILEY WHO LIVES WEST
 HH0796'OF THE STATION.
 HH0796'
 HH0796'TO REACH THE STATION FROM THE JUNCTION OF MORTON AVENUE AND
 HH0796'STATE HIGHWAY 27 IN ELKHART, GO NORTH ON STATE HIGHWAY 27 FOR
 HH0796'4.4 MILES TO A SIDE ROAD ON THE RIGHT AND A FARM HOUSE ON THE
 HH0796'LEFT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 2.15 MILES
 HH0796'TO MR. RILEYS FARM HOUSE ON THE RIGHT.  CONTINUE EAST ON THE
 HH0796'GRAVELED ROAD FOR 1.0 MILES TO THE HIGHEST POINT AND THE
 HH0796'STATION ON THE LEFT.  (CONTINUE EAST ON THE GRAVELED ROAD FOR
 HH0796'0.25 MILE TO A FENCE CORNER AND THE AZIMUTH MARK ON THE
 HH0796'RIGHT.)
 HH0796'
 HH0796'THE STATION MARK, A STANDARD DISK STAMPED RILEY 1934 1965, IS
 HH0796'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 HH0796'WITH THE SURFACE OF THE GROUND.  IT IS 190 FEET SOUTH OF AN OLD
 HH0796'WELL PIPE, 65 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, AND
 HH0796'1.5 FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 HH0796'WAS NOT INSPECTED.
 HH0796'
 HH0796'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RILEY NO 2 1934,
 HH0796'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HH0796'4 INCHES.  IT IS 10 FEET SOUTH OF THE OLD WELL PIPE.
 HH0796'
 HH0796'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RILEY NO 3 1934,
 HH0796'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 HH0796'WITH THE SURFACE OF THE GROUND.  IT IS 47 FEET NORTH OF THE
 HH0796'CENTER OF THE GRAVELED ROAD.
 HH0796'
 HH0796'AZIMUTH MARK, A STANDARD DISK STAMPED RILEY 1934 RESET 1965,
 HH0796'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 HH0796'4 INCHES.  IT IS 33 FEET SOUTH OF THE CENTER OF THE GRAVELED
 HH0796'ROAD, 2 FEET NORTHEAST OF A CORNER FENCE POST WITH A METAL
 HH0796'WITNESS SIGN NAILED ON IT, AND 1 FOOT NORTH OF AN EAST-WEST
 HH0796'FENCE.
 HH0796
 HH0796                          STATION RECOVERY (1972)
 HH0796
 HH0796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0796'THE OLD DESCRIPTION IS ADEQUATE.
 HH0796'
 HH0796'STANDARD BRACED TRIPOD USED.
 HH0796
 HH0796                          STATION RECOVERY (1972)
 HH0796
 HH0796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DGC)
 HH0796'THE OLD DESCRIPTION IS ADEQUATE
 HH0796'
 HH0796'STATION IS OK (1934 1965)
 HH0796'
 HH0796'R.M. 2 IS OK (1934)
 HH0796'
 HH0796'R.M. 3 HAS BEEN HIT TILTED ABOUT 15 DEG (1934)
 HH0796'
 HH0796'AZ. MK. IS OK (1934 RESET 1965)
 HH0796'
 HH0796'DISTANCE TO R.M. 2 MISED -0.01 FT.
 HH0796'
 HH0796'DISTANCE TO R.M. 3 MISSED +0.16 FT.
 HH0796'
 HH0796'DISTANCE BETWEEN R.M.S MISSED +0.27 FT.
 HH0796'
 HH0796'DIRECTION TO R.M. 2 MISSED +2.68 SEC
 HH0796'
 HH0796'DIRECTION TO R.M. 3 MISSED +3021 SEC
 HH0796'
 HH0796'DIRECTION TO AZ. MK. MISSED -1,82 SEC
 HH0796'
 HH0796'DIRECTION TO ELKHART M.S.P. MISSED +2.60 SEC
 HH0796'
 HH0796'DIRECTION TO REVOLUTION 1934 MISSED -0.26 SEC
 HH0796
 HH0796                          STATION RECOVERY (1972)
 HH0796
 HH0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JSA)
 HH0796'RECOVERED IN GOOD CONDITION.
 HH0796
 HH0796                          STATION RECOVERY (1972)
 HH0796
 HH0796'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DGC)
 HH0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0907 ***********************************************************************
 HG0907  DESIGNATION -  RINEHART
 HG0907  PID         -  HG0907
 HG0907  STATE/COUNTY-  KS/KIOWA
 HG0907  USGS QUAD   -  GREENSBURG (1969)
 HG0907
 HG0907                         *CURRENT SURVEY CONTROL
 HG0907  ___________________________________________________________________
 HG0907* NAD 83(1997)-  37 34 41.64188(N)    099 16 01.39233(W)     ADJUSTED  
 HG0907* NAVD 88     -       688.     (meters)    2257.     (feet)  SCALED    
 HG0907  ___________________________________________________________________
 HG0907  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 HG0907  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 HG0907
 HG0907  HORZ ORDER  -  FIRST
 HG0907
 HG0907.The horizontal coordinates were established by classical geodetic methods
 HG0907.and adjusted by the National Geodetic Survey in October 1998..
 HG0907
 HG0907.The orthometric height was scaled from a topographic map.
 HG0907
 HG0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0907
 HG0907.The geoid height was determined by GEOID03.
 HG0907
 HG0907;                    North         East     Units Scale Factor Converg.
 HG0907;SPC KS S     -   501,448.615   332,247.713   MT  0.99995336   -0 28 17.0
 HG0907;UTM  14      - 4,159,054.383   476,419.755   MT  0.99960685   -0 09 46.3
 HG0907
 HG0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0907!SPC KS S     -   0.99989622  x   0.99995336  =   0.99984959
 HG0907!UTM  14      -   0.99989622  x   0.99960685  =   0.99950312
 HG0907
 HG0907:                Primary Azimuth Mark                     Grid Az
 HG0907:SPC KS S     -  LEWIS MUNICIPAL TANK                     002 11 07.3
 HG0907:UTM  14      -  LEWIS MUNICIPAL TANK                     001 52 36.6
 HG0907
 HG0907|---------------------------------------------------------------------|
 HG0907| PID    Reference Object                     Distance      Geod. Az  |
 HG0907|                                                           dddmmss.s |
 HG0907| HG0924 LEWIS MUNICIPAL TANK                APPROX.39.8 KM 0014250.3 |
 HG0907| CL3873 RINEHART RM 3                        21.076 METERS 00555     |
 HG0907| CL3871 RINEHART RM 1                        29.005 METERS 04236     |
 HG0907| HG0898 HAVILAND FRIENDS CHURCH SPIRE       APPROX.15.0 KM 0731112.0 |
 HG0907| HG0896 HAVILAND MUNICIPAL TANK             APPROX.14.9 KM 0734212.0 |
 HG0907| CL3872 RINEHART RM 2                        35.576 METERS 17514     |
 HG0907| HG0913 MULLINVILLE NORTH NAT GAS S TK      APPROX.13.0 KM 2744003.9 |
 HG0907| HG0908 GREENSBURG MUNICIPAL TANK           APPROX. 3.7 KM 3184800.8 |
 HG0907| HG0910 GREENSBURG FARMERS ELEV             APPROX. 4.1 KM 3252052.3 |
 HG0907| HG0911 GREENSBURG FARMERS GRAIN ELEV       APPROX. 4.2 KM 3253415.5 |
 HG0907| CL3870 RINEHART AZ MK                                     3590948.4 |
 HG0907|---------------------------------------------------------------------|
 HG0907
 HG0907                          SUPERSEDED SURVEY CONTROL
 HG0907
 HG0907  NAD 83(1997)-  37 34 41.64945(N)    099 16 01.39208(W) AD(       ) 1
 HG0907  NAD 83(1986)-  37 34 41.64612(N)    099 16 01.38878(W) AD(       ) 1
 HG0907  NAD 27      -  37 34 41.58194(N)    099 15 59.98476(W) AD(       ) 1
 HG0907
 HG0907.Superseded values are not recommended for survey control.
 HG0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0907.See file dsdata.txt to determine how the superseded data were derived.
 HG0907
 HG0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG7642059054(NAD 83)
 HG0907_MARKER: DS = TRIANGULATION STATION DISK
 HG0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0907_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0907
 HG0907  HISTORY     - Date     Condition        Report By
 HG0907  HISTORY     - 1934     MONUMENTED       CGS
 HG0907  HISTORY     - 1937     GOOD             CGS
 HG0907  HISTORY     - 1938     GOOD             CGS
 HG0907  HISTORY     - 1960     GOOD             CGS
 HG0907  HISTORY     - 1961     GOOD             CGS
 HG0907  HISTORY     - 1964     GOOD             CGS
 HG0907  HISTORY     - 1988     MARK NOT FOUND   KSDT
 HG0907
 HG0907                          STATION DESCRIPTION
 HG0907
 HG0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0907'STATION IS LOCATED 1.0 MILE SOUTH OF THE NORTHEAST CORNER
 HG0907'OF THE SOUTHEAST QUARTER OF SECTION 27, T 28 S, R 18 W, ON
 HG0907'LAND OWNED BY H.L. RINEHART.  STATION IS 36 FEET WEST OF CENTER
 HG0907'LINE OF GRAVEL ROAD, 8.5 FEET WEST OF FENCE LINE.  MARK IS
 HG0907'ABOUT 16 INCHES BELOW SURFACE OF GROUND.
 HG0907'
 HG0907'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HG0907'BRONZE DISKS SET IN CONCRETE.
 HG0907'
 HG0907'TO REACH STATION FROM THE HIGH SCHOOL IN GREENSBURG GO SOUTH
 HG0907'ON ROUTES NO. 1 AND US 54 FOR 1.0 MILE AND TURN LEFT (EAST)
 HG0907'WHERE NOS. 1 AND 54 TURN WEST.  GO 1.4 MILES AND TURN RIGHT
 HG0907'(SOUTH) AT CROSSROAD.  GO. 0.6 MILE TO TOP OF SMALL GRADE AND
 HG0907'STATION ON WEST SIDE OF ROAD.
 HG0907'
 HG0907'R. M. NO. 1 IS SET IN NORTH AND SOUTH TELEPHONE LINE, 28 FEET
 HG0907'EAST OF CENTER LINE OF GRAVEL ROAD (NS).
 HG0907'
 HG0907'R. M. NO. 2 IS SET IN NORTH AND SOUTH FENCE LINE, 27.5 FEET WEST
 HG0907'OF CENTER LINE OF NORTH AND SOUTH ROAD.
 HG0907'
 HG0907'AZIMUTH MARK IS SET IN EAST WEST FENCE LINE OF LANE LEADING
 HG0907'INTO MR. JOHNSONS HOUSE, 49 FEET WEST OF CENTER LINE OF NORTH
 HG0907'AND SOUTH ROAD, 19 FEET WEST OF NORTH AND SOUTH FENCE, 68 FEET
 HG0907'EAST OF SOUTHEAST CORNER OF SHED.  TO REACH FROM STATION GO
 HG0907'0.9 MILE NORTH ON GRAVEL ROAD PAST STATION TO MARK ON WEST SIDE
 HG0907'OF ROAD IN EAST AND WEST FENCE.
 HG0907'
 HG0907'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HG0907
 HG0907                          STATION RECOVERY (1937)
 HG0907
 HG0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 HG0907'STATION IS LOCATED 0.1 MILE SOUTH OF THE NORTHEAST CORNER
 HG0907'OF THE SOUTHEAST QUARTER OF SOUTH 27, T 28 S, R 18 W.  ON LAND
 HG0907'OWNED BY H.L. RINEHART.  STATION IS 36 FEET WEST OF CENTER LINE
 HG0907'OF GRAVEL ROAD.  8.5 FEET WEST OF FENCE LINE.  MARK IS ABOUT 16
 HG0907'INCHES BELOW SURFACE OF THE GROUND.
 HG0907'
 HG0907'TO REACH STATION FROM THE HIGH SCHOOL IN GREENSBURG, GO SOUTH
 HG0907'ON HIGHWAY NO. 1 AND US NO. 54 FOR 1.0 MILE.  TURN LEFT (EAST)
 HG0907'WHERE NO. 1 AND 54 TURN WEST.  GO 1.4 MILES AND TURN RIGHT
 HG0907'(SOUTH) AT CROSS ROADS.  GO 0.6 MILE TO TOP OF SMALL GRADE AND
 HG0907'STATION ON WEST SIDE OF ROAD.
 HG0907'
 HG0907'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 HG0907'TABLETS SET IN CONCRETE AND DESCRIBED.
 HG0907'
 HG0907'R.M. NO. 1 IS SET IN NORTH SOUTH TELEPHONE LINE, 28 DEGREES
 HG0907'EAST OF CENTER LINE OF GRAVEL ROAD (N-S).
 HG0907'
 HG0907'R.M. NO. 2 IS SET IN NORTH SOUTH FENCE LINE, 27 DEG 5 MIN WEST
 HG0907'OF CENTER LINE OF NORTH SOUTH ROAD.
 HG0907'
 HG0907'AZIMUTH IS SET IN EAST WEST FENCE LINE OF LANE LEADING INTO
 HG0907'MR. JOHNSONS HOUSE 49 DEGREES WEST OF CENTER LINE OF NORTHSOUTH
 HG0907'ROAD.  19 FEET WEST OF NORTH AND SOUTH FENCE, 68 FEET EAST OF
 HG0907'SOUTHEAST CORNER OF SHED.
 HG0907'
 HG0907'TO REACH FROM STATION, GO 0.9 MILE NORTH ON GRAVEL ROAD PAST
 HG0907'STATION TO MARK ON WEST SIDE OF ROAD IN EAST WEST FENCE.
 HG0907
 HG0907                          STATION RECOVERY (1938)
 HG0907
 HG0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (PLB)
 HG0907'STATION IS LOCATED IN THE CENTRAL PART OF KIOWA COUNTY ABOUT
 HG0907'3 MILES AIRLINE, SOUTHEAST OF GREENSBURG AND ABOUT 9 MILES
 HG0907'WEST SOUTHWEST OF HAVILAND.  IT IS 0.1 MILE SOUTH OF THE NORTHEAST
 HG0907'CORNER OF THE SOUTHEAST QUARTER OF SECTION 27, T 26 S, R 18 W.
 HG0907'(1934 DESCRIPTION IN ERROR 0.9 MILE FROM THIS POINT).  IT IS 35
 HG0907'FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD, 8.5 FEET WEST
 HG0907'OF FENCE LINE ON PROPERTY OWNED BY MR. H.L. RINEHART.  SURFACE
 HG0907'MARK, IS SET ABOUT 16 INCHES BELOW SURFACE OF GROUND.
 HG0907'
 HG0907'R.M. NO. 1 IS SET IN A TELEPHONE LINE ABOUT 28 FEET EAST OF
 HG0907'THE CENTER LINE OF A NORT-SOUTH GRAVEL ROAD.
 HG0907'
 HG0907'R.M. NO. 2, WAS MOVED BY REQUEST OF THE PROPERTY
 HG0907'OWNER.  IT IS SET IN THE FENCE LINE ABOUT 25 FEET WEST OF THE
 HG0907'CENTER LINE OF GRAVEL ROAD.
 HG0907'
 HG0907'AZIMUTH MARK, IS 0.9 MILE NORTH OF THE STATION IN
 HG0907'THE FENCE LINE OF LANE LEADING INTO MR. JOHNSONS HOME, 49 FEET
 HG0907'WEST OF CENTER LINE OF MAIN ROAD, 100 FEET SOUTH OF HOUSE AND
 HG0907'68 FEET EAST OF THE SOUTHEAST CORNER OF A SHED.
 HG0907'
 HG0907'STATION IS REACHED FROM GREENSBURG BY GOING EAST ON STATE ROUTE
 HG0907'54 FOR 0.85 MILE TO A NORTH SOUTH GRAVEL ROAD, THENCE
 HG0907'RIGHT, SOUTH, 1.25 MILES TO MR. JOHNSONS HOUSE AND AZIMUTH MARK,
 HG0907'THENCE CONTINUE SOUTH 0.9 MILE TO STATION ON THE WEST SIDE OF
 HG0907'ROAD.  (77 FOOT TOWER WAS USED FOR OBSERVATIONS).
 HG0907
 HG0907                          STATION RECOVERY (1960)
 HG0907
 HG0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GCR)
 HG0907'THE STATION WAS RECOVERED.  THE STATION MARK WAS UNCOVERED AND
 HG0907'THE MARK IS IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 HG0907'ADEQUATE FOR RECOVERY AS CONDITIONS REMAIN ABOUT THE SAME AT THE
 HG0907'STATION SITE.  REFERENCE MARK 1 IS PLAINLY VISIBLE, AT EAST SIDE
 HG0907'OF THE ROAD.  THE UPPER PORTION OF THE MARK IS EXPOSED DUE TO
 HG0907'SOIL EROSION.  REFERENCE MARK 2 IS ALONG THE FENCELINE AT WEST
 HG0907'SIDE OF THE ROAD.  THE MARK IS ABOUT FLUSH WITH THE SURFACE
 HG0907'AND APPEARS TO BE SLIGHTLY TILTED OUT OF ITS ORIGINAL UPRIGHT
 HG0907'POSITION.
 HG0907'
 HG0907'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS
 HG0907'SITUATED IN YARD AREA OF MR. JOHNSONS FARM HOME ABOUT 0.9 MILE
 HG0907'NORTH OF THE STATION.  THE MARK PROJECTS ABOUT 2 INCHES.
 HG0907
 HG0907                          STATION RECOVERY (1961)
 HG0907
 HG0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HG0907'STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 HG0907'CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED AND WAS FOUND IN A
 HG0907'DITCH LINE AND WAS DESTROYED BY THIS PARTY, THE DIRECTION TO THE
 HG0907'MARK WAS VERIFIED AND THE DISTANCE WAS FOUND TO BE .06 FOOT SHORTER
 HG0907'THAN THE 1938 MEASUREMENT.  REFERENCE MARK NO. 2 WAS RECOVERED AND
 HG0907'FOUND IN FAIR CONDITION, THE MARK HAD BEEN HIT AND WAS LEANING TO
 HG0907'THE EAST.  THE DIRECTION TO REFERENCE MARK NO. 2 MISSED THE 1938
 HG0907'DIRECTION 8 MINUTES 02.9 SECONDS, AND THE DISTANCE WAS FOUND TO
 HG0907'BE .06 FOOT SHORTER THAN THE 1938 MEASUREMENT.  THE DIRECTION
 HG0907'TO THE AZIMUTH MARK WAS VERIFIED.
 HG0907'
 HG0907'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 HG0907'
 HG0907'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HG0907'
 HG0907'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND KANSAS
 HG0907'AVENUE IN GREENSBURG, GO EAST ON U.S. HIGHWAY 54 FOR 1.4 MILES TO A
 HG0907'CROSSROAD.  TURN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 1.25 MILES TO
 HG0907'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD, SOUTH, ON THE
 HG0907'GRAVELED ROAD FOR 0.8 MILE TO THE TOP OF A HILL AND THE STATION ON
 HG0907'THE RIGHT.
 HG0907'
 HG0907'THE STATION IS LOCATED ABOUT 9 MILES WEST OF HAVILAND, 2-1/4 MILES
 HG0907'SOUTHEAST OF GREENSBURG, 0.1 MILE SOUTH OF THE NORTHEAST CORNER OF
 HG0907'THE SOUTHEAST QUARTER OF SECTION 27, T 26 S, R 18 W, ON THE WEST SIDE
 HG0907'OF A GRAVELED ROAD AND ON LAND OWNED BY THE RINEHART ESTATE.
 HG0907'
 HG0907'STATION MARK, A STANDARD DISK STAMPED RINEHART 1934, IS SET IN A
 HG0907'ROUND CONCRETE POST WHICH IS 18 INCHES BELOW THE SURFACE OF THE
 HG0907'GROUND.  IT IS 37 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 9
 HG0907'FEET WEST OF A FENCE AND 7.8 FEET WEST OF A METAL WITNESS POST.
 HG0907'THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 HG0907'
 HG0907'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RINEHART NO 2 1934, IS
 HG0907'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 HG0907'GROUND.  IT IS 29 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND
 HG0907'1 FOOT WEST OF THE FENCE.
 HG0907'
 HG0907'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RINEHART NO 3 1934, IS
 HG0907'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 HG0907'GROUND.  IT IS 68 FEET NORTH OF THE METAL WITNESS POST, 29 FEET
 HG0907'WEST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT WEST OF THE
 HG0907'FENCE.
 HG0907'
 HG0907'AZIMUTH MARK, A STANDARD DISK STAMPED RINEHART AZI 1934, IS SET IN A
 HG0907'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 HG0907'IT IS 102 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 73 FEET
 HG0907'EAST OF THE SOUTHEAST CORNER OF A GARAGE AND 50 FEET WEST OF THE
 HG0907'CENTER OF THE GRAVELED ROAD.
 HG0907'
 HG0907'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HG0907
 HG0907                          STATION RECOVERY (1964)
 HG0907
 HG0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0907'ALL MARKS WERE RECOVERED AS DESCRIBED IN 1961 AND WERE FOUND
 HG0907'IN GOOD CONDITION.
 HG0907'
 HG0907'THE STATION WAS NOT OCCUPIED BY THIS PARTY, WAS RECOVERED FOR A
 HG0907'CHECK ANGLE FOR TRIANGULATION STATION BRADLEY 1934.
 HG0907
 HG0907                          STATION RECOVERY (1988)
 HG0907
 HG0907'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1988 (DRL)
 HG0907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0786 ***********************************************************************
 HH0786  DESIGNATION -  RITA
 HH0786  PID         -  HH0786
 HH0786  STATE/COUNTY-  KS/STEVENS
 HH0786  USGS QUAD   -  ROLLA NE (1973)
 HH0786
 HH0786                         *CURRENT SURVEY CONTROL
 HH0786  ___________________________________________________________________
 HH0786* NAD 83(1997)-  37 08 59.08091(N)    101 30 08.83700(W)     ADJUSTED  
 HH0786* NAVD 88     -       984.2    (meters)    3229.     (feet)  VERTCON   
 HH0786  ___________________________________________________________________
 HH0786  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 HH0786  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 HH0786
 HH0786  HORZ ORDER  -  SECOND
 HH0786
 HH0786.The horizontal coordinates were established by classical geodetic methods
 HH0786.and adjusted by the National Geodetic Survey in October 1998..
 HH0786
 HH0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0786
 HH0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0786
 HH0786.The geoid height was determined by GEOID03.
 HH0786
 HH0786;                    North         East     Units Scale Factor Converg.
 HH0786;SPC KS S     -   457,909.458   133,310.909   MT  1.00002504   -1 50 42.3
 HH0786;UTM  14      - 4,114,416.220   277,759.522   MT  1.00020847   -1 30 42.7
 HH0786
 HH0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0786!SPC KS S     -   0.99984962  x   1.00002504  =   0.99987465
 HH0786!UTM  14      -   0.99984962  x   1.00020847  =   1.00005806
 HH0786
 HH0786|---------------------------------------------------------------------|
 HH0786| PID    Reference Object                     Distance      Geod. Az  |
 HH0786|                                                           dddmmss.s |
 HH0786| CM9905 RITA RM 2                            13.360 METERS 04129     |
 HH0786| HH0788 ROLLA MUN TANK                      APPROX.12.0 KM 2535255.1 |
 HH0786| CM9904 RITA RM 1                            20.442 METERS 27630     |
 HH0786|---------------------------------------------------------------------|
 HH0786
 HH0786                          SUPERSEDED SURVEY CONTROL
 HH0786
 HH0786  NAD 83(1997)-  37 08 59.08292(N)    101 30 08.83653(W) AD(       ) 2
 HH0786  NAD 83(1986)-  37 08 59.08930(N)    101 30 08.82585(W) AD(       ) 2
 HH0786  NAD 27      -  37 08 58.99770(N)    101 30 07.25705(W) AD(       ) 2
 HH0786  NGVD 29 (07/19/86)  983.8    (m)         3228.     (f) VERT ANG       
 HH0786
 HH0786.Superseded values are not recommended for survey control.
 HH0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0786.See file dsdata.txt to determine how the superseded data were derived.
 HH0786
 HH0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG7776014416(NAD 83)
 HH0786_MARKER: DD = SURVEY DISK
 HH0786_SETTING: 0 = UNSPECIFIED SETTING
 HH0786
 HH0786  HISTORY     - Date     Condition        Report By
 HH0786  HISTORY     - 1972     MONUMENTED       USGS
 HH0786
 HH0786                          STATION DESCRIPTION
 HH0786
 HH0786'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0786'STATION IS ABOUT 1.5 MI. N. AND 7 MI. E. OF INTERSECTION OF U.S.
 HH0786'HIGHWAY 56 AND STATE HIGHWAY 51 AT THE NE. CORNER OF ROLLA, ABOUT
 HH0786'500 FT. N. OF QUARTER CORNER BETWEEN SECS. 25 AND 30, T. 33 S., RS.
 HH0786'38 AND 39 W.
 HH0786'
 HH0786'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 56 AND STATE HIGHWAY
 HH0786'51 AT THE NE. CORNER OF ROLLA, GO ENE. ALONG U.S. HIGHWAY 56 ABOUT
 HH0786'7.1 MI. TO HIGHEST HILL IN VICINITY AND THE STATION IS ON THE LEFT.
 HH0786'
 HH0786'STATION MARK STAMPED ET RITA 1972 IS 75 FT. NNW. (NORMAL) AND ABOUT
 HH0786'300 FT. WSW. ALONG RR. FROM RR. CROSSING, 1 FT. S. OF USGS WITNESS
 HH0786'POST.
 HH0786'
 HH0786'REFERENCE MARK NO. 1 STAMPED RITA NO 1 1972 IS WNW. OF THE STATION,
 HH0786'98 FT. NNW. (NORMAL) OF RR., 2 FT. SSE. (NORMAL) OF N. RR.
 HH0786'RIGHT-OF-WAY FENCE.
 HH0786'
 HH0786'REFERENCE MARK NO. 2 STAMPED RITA NO 2 1972 IS NE. OF STATION, 98
 HH0786'FT. NNW. (NORMAL) OF RR., 2 FT. SSE. (NORMAL) OF N. RR. RIGHT-OF-WAY
 HH0786'FENCE.
 HH0786'
 HH0786'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COOPER COATED RODS
 HH0786'CENTERED IN 6-IN. DIAMETER SECTIONS OF WHITE PLASTIC PIPE 12 IN.
 HH0786'LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS SET
 HH0786'FLUSH WITH THE GROUND.
 HH0786'
 HH0786'HEIGHT OF INSTRUMENT 4.68 FT. STANDARD BRACED TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0726 ***********************************************************************
 KH0726  DESIGNATION -  RITTER
 KH0726  PID         -  KH0726
 KH0726  STATE/COUNTY-  KS/NORTON
 KH0726  USGS QUAD   -  NORCATUR (1978)
 KH0726
 KH0726                         *CURRENT SURVEY CONTROL
 KH0726  ___________________________________________________________________
 KH0726* NAD 83(1997)-  39 48 07.45730(N)    100 08 30.16979(W)     ADJUSTED  
 KH0726* NAVD 88     -       763.95   (+/-2cm)    2506.4    (feet)  VERTCON   
 KH0726  ___________________________________________________________________
 KH0726  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 KH0726  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 KH0726
 KH0726  HORZ ORDER  -  FIRST
 KH0726  VERT ORDER  -  THIRD ? (See Below)
 KH0726
 KH0726.The horizontal coordinates were established by classical geodetic methods
 KH0726.and adjusted by the National Geodetic Survey in October 1998..
 KH0726
 KH0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 KH0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KH0726.The vertical order pertains to the NGVD 29 superseded value.
 KH0726
 KH0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0726
 KH0726.The geoid height was determined by GEOID03.
 KH0726
 KH0726;                    North         East     Units Scale Factor Converg.
 KH0726;SPC KS N     -   165,221.694   216,600.376   MT  1.00000309   -1 21 18.3
 KH0726;UTM  14      - 4,406,412.875   402,261.672   MT  0.99971760   -0 43 51.3
 KH0726
 KH0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0726!SPC KS N     -   0.99988402  x   1.00000309  =   0.99988711
 KH0726!UTM  14      -   0.99988402  x   0.99971760  =   0.99960166
 KH0726
 KH0726:                Primary Azimuth Mark                     Grid Az
 KH0726:SPC KS N     -  RITTER AZ MK                             120 32 10.3
 KH0726:UTM  14      -  RITTER AZ MK                             119 54 43.3
 KH0726
 KH0726|---------------------------------------------------------------------|
 KH0726| PID    Reference Object                     Distance      Geod. Az  |
 KH0726|                                                           dddmmss.s |
 KH0726| CN9598 RITTER AZ MK                                       1191052.0 |
 KH0726| CN9599 RITTER AZ MK 2                                     1193343.3 |
 KH0726| KH0734 CLAYTON R IS RR SHORTWAVE TWR       APPROX. 7.6 KM 1985947.0 |
 KH0726| CN9600 RITTER RM 1                         112.402 METERS 25318     |
 KH0726| CN9601 RITTER RM 2                         110.528 METERS 28302     |
 KH0726| KH0724 NORCATUR SCHOOL STACK               APPROX. 5.3 KM 3112714.5 |
 KH0726| KH0723 NORCATUR ST MARKS EVAN LUTH CH      APPROX. 5.6 KM 3135811.8 |
 KH0726| KH0722 NORCATUR MUNICIPAL TANK             APPROX. 5.9 KM 3144609.5 |
 KH0726|---------------------------------------------------------------------|
 KH0726
 KH0726                          SUPERSEDED SURVEY CONTROL
 KH0726
 KH0726  NAD 83(1997)-  39 48 07.45874(N)    100 08 30.16926(W) AD(       ) 1
 KH0726  NAD 83(1986)-  39 48 07.46217(N)    100 08 30.17287(W) AD(       ) 1
 KH0726  NAD 27      -  39 48 07.44500(N)    100 08 28.68600(W) AD(       ) 1
 KH0726  NGVD 29 (07/19/86)  763.67   (m)         2505.5    (f) LEVELING    3  
 KH0726
 KH0726.Superseded values are not recommended for survey control.
 KH0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0726.See file dsdata.txt to determine how the superseded data were derived.
 KH0726
 KH0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMK0226206413(NAD 83)
 KH0726_MARKER: DS = TRIANGULATION STATION DISK
 KH0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KH0726
 KH0726  HISTORY     - Date     Condition        Report By
 KH0726  HISTORY     - 1934     MONUMENTED       CGS
 KH0726  HISTORY     - 1950     SEE DESCRIPTION  CGS
 KH0726
 KH0726                          STATION DESCRIPTION
 KH0726
 KH0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KH0726'STATION IS ON LAND OF MR. FRANK RITTER, IN THE SOUTHEAST
 KH0726'QUARTER OF SEC. 9, T. 3 S., R. 25 W., IN CLAYTON TOWNSHIP,
 KH0726'3.0 MILES EAST AND 2-1/2 MILES SOUTH OF NORCATUR, AND 2.0
 KH0726'MILES EAST AND 4-1/2 MILES NORTH OF CLAYTON, IN EAST-WEST
 KH0726'FENCE LINE, 1/4 MILE NORTH OF EAST-WEST SECTION-LINE ROAD,
 KH0726'ABOUT 0.2 MILE WEST OF HOME OF MR. LYONS, AND ABOUT 112
 KH0726'PACES EAST OF NORTH-SOUTH FENCE LINE.
 KH0726'
 KH0726'REACHED FROM POST OFFICE IN NORCATUR BY GOING EAST ON U.S.
 KH0726'HIGHWAY 36 FOR 3.15 MILES, KEEP STRAIGHT AHEAD WHERE U.S.
 KH0726'36 TURNS LEFT ACROSS RAILROAD TRACKS, THEN TURN SOUTH JUST
 KH0726'BEYOND THIS POINT AND GO 3.0 MILES, THENCE RIGHT AT CROSSROADS
 KH0726'AND GO WEST FOR 0.2 MILE TO MR. LYONS HOUSE ON NORTH SIDE OF
 KH0726'ROAD, THENCE THROUGH GATE JUST WEST OF HOUSE ON NORTH SIDE OF
 KH0726'ROAD AND GO NORTHWEST ACROSS FIELD FOR 0.2 MILE TO FENCE LINE
 KH0726'AND STATION.
 KH0726'
 KH0726'REFERENCE MARK NO. 1 IS IN NORTH-SOUTH FENCE LINE, 100 FEET
 KH0726'SOUTH OF EAST-WEST FENCE LINE.
 KH0726'
 KH0726'REFERENCE MARK NO. 2 IS IN NORTH-SOUTH FENCE LINE, 88 FEET
 KH0726'NORTH OF EAST-WEST FENCE LINE.
 KH0726'
 KH0726'AZIMUTH MARK IS ABOUT 0.5 MILE EAST-SOUTHEAST OF STATION,
 KH0726'SET IN EAST-WEST FENCE LINE, 10 FEET WEST OF FENCE CORNER, 40
 KH0726'FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 30 FEET SOUTH
 KH0726'OF CENTERLINE OF EAST-WEST ROAD.
 KH0726'
 KH0726'ALL MARKS PROJECT ABOUT 6 INCHES.
 KH0726'
 KH0726'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KH0726
 KH0726                          STATION RECOVERY (1950)
 KH0726
 KH0726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0726'THE STATION, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER
 KH0726'2 WERE RECOVERED AND ARE IN GOOD CONDITION.  THE ORIGINAL
 KH0726'AZIMUTH MARK HAD BEEN DESTROYED AND A NEW MARK WAS ESTABLISHED.
 KH0726'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 KH0726'
 KH0726'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF NORCATUR
 KH0726'AND IS ON LAND OWNED BY MR. FLOYD WILTFONG.  IT IS SITUATED IN
 KH0726'AN EAST-WEST FENCE LINE AT THE HIGHEST POINT OF A LOW HILL.
 KH0726'IT IS STAMPED RITTER 1934 AND PROJECTS 3 INCHES ABOVE THE
 KH0726'SURFACE OF THE GROUND.
 KH0726'
 KH0726'REFERENCE MARK NO. 1 IS SET IN THE NORTH-SOUTH FENCE LINE,
 KH0726'ABOUT 100 FEET SOUTH OF A T-FENCE CORNER.  IT IS STAMPED RITTER
 KH0726'NO 1 1934 AND PROJECTS 4 INCHES.
 KH0726'
 KH0726'REFERENCE MARK NO. 2 IS SET IN THE NORTH-SOUTH FENCE LINE, ABOUT
 KH0726'90 FEET NORTH OF A T-FENCE CORNER.  IT IS STAMPED RITTER NO 2
 KH0726'1934 AND PROJECTS 4 INCHES.
 KH0726'
 KH0726'THE AZIMUTH MARK IS LOCATED 62 FEET SOUTHWEST FROM THE CENTER
 KH0726'OF A CROSSROAD INTERSECTION, 6 FEET WEST OF A FENCE CORNER
 KH0726'AND 2 FEET WEST OF A WITNESS POST.  IT IS STAMPED RITTER 1950
 KH0726'AND PROJECTS 4 INCHES.
 KH0726'
 KH0726'TO REACH THE STATION FROM THE POST OFFICE IN NORCATUR, GO
 KH0726'SOUTH ON MACADAM ROAD FOR 0.6 MILE TO U.S. HIGHWAY 36, TURN
 KH0726'LEFT ON U.S. HIGHWAY 36 AND GO EAST FOR 3.0 MILES TO A CROSSROAD.
 KH0726'TURN RIGHT ON A GRAVELED ROAD AND GO SOUTH FOR 2.0 MILES TO
 KH0726'A CROSSROAD AND THE AZIMUTH MARK AS DESCRIBED.  TURN RIGHT
 KH0726'ON A DIRT ROAD AND GO WEST FOR 0.2 MILE TO MR. WILTFONGS
 KH0726'DRIVEWAY, TURN RIGHT INTO DRIVEWAY AND PASS THROUGH THE GATE
 KH0726'JUST NORTH OF THE HOUSE.  THENCE BEAR LEFT AND GO
 KH0726'NORTHWESTERLY ACROSS FIELD FOR 0.3 MILE TO THE HIGHEST POINT
 KH0726'AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0891 ***********************************************************************
 HH0891  DESIGNATION -  RITZ
 HH0891  PID         -  HH0891
 HH0891  STATE/COUNTY-  KS/GRAY
 HH0891  USGS QUAD   -  MONTEZUMA NW (1968)
 HH0891
 HH0891                         *CURRENT SURVEY CONTROL
 HH0891  ___________________________________________________________________
 HH0891* NAD 83(1997)-  37 43 47.68731(N)    100 26 00.27496(W)     ADJUSTED  
 HH0891* NAVD 88     -       842.     (meters)    2762.     (feet)  SCALED    
 HH0891  ___________________________________________________________________
 HH0891  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 HH0891  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 HH0891
 HH0891  HORZ ORDER  -  SECOND
 HH0891
 HH0891.The horizontal coordinates were established by classical geodetic methods
 HH0891.and adjusted by the National Geodetic Survey in October 1998..
 HH0891
 HH0891.The orthometric height was scaled from a topographic map.
 HH0891
 HH0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0891
 HH0891.The geoid height was determined by GEOID03.
 HH0891
 HH0891;                    North         East     Units Scale Factor Converg.
 HH0891;SPC KS S     -   519,770.888   229,585.178   MT  0.99994126   -1 11 17.3
 HH0891;UTM  14      - 4,176,816.010   373,686.960   MT  0.99979652   -0 52 38.2
 HH0891
 HH0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0891!SPC KS S     -   0.99987190  x   0.99994126  =   0.99981317
 HH0891!UTM  14      -   0.99987190  x   0.99979652  =   0.99966845
 HH0891
 HH0891:                Primary Azimuth Mark                     Grid Az
 HH0891:SPC KS S     -  CIMARRON MUN STANDPIPE                   038 56 39.8
 HH0891:UTM  14      -  CIMARRON MUN STANDPIPE                   038 38 00.7
 HH0891
 HH0891|---------------------------------------------------------------------|
 HH0891| PID    Reference Object                     Distance      Geod. Az  |
 HH0891|                                                           dddmmss.s |
 HH0891| HH0895 CIMARRON MUN STANDPIPE              APPROX.12.3 KM 0374522.5 |
 HH0891| HH0894 CIMARRON CO OP GRAIN ELEVATOR       APPROX.11.3 KM 0415501.4 |
 HH0891| CL3875 RITZ RM 1                            26.810 METERS 08435     |
 HH0891| CL3876 RITZ RM 2                            24.212 METERS 18640     |
 HH0891| HH0900 INGALLS CO OP GRAIN ELEVATOR        APPROX.11.0 KM 3505003.5 |
 HH0891| CL3874 RITZ AZ MK                                         3591948.8 |
 HH0891|---------------------------------------------------------------------|
 HH0891
 HH0891                          SUPERSEDED SURVEY CONTROL
 HH0891
 HH0891  NAD 83(1997)-  37 43 47.69394(N)    100 26 00.27338(W) AD(       ) 2
 HH0891  NAD 83(1986)-  37 43 47.69060(N)    100 26 00.27534(W) AD(       ) 2
 HH0891  NAD 27      -  37 43 47.61106(N)    100 25 58.74219(W) AD(       ) 2
 HH0891
 HH0891.Superseded values are not recommended for survey control.
 HH0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0891.See file dsdata.txt to determine how the superseded data were derived.
 HH0891
 HH0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG7368776816(NAD 83)
 HH0891_MARKER: DS = TRIANGULATION STATION DISK
 HH0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0891
 HH0891  HISTORY     - Date     Condition        Report By
 HH0891  HISTORY     - 1961     MONUMENTED       CGS
 HH0891
 HH0891                          STATION DESCRIPTION
 HH0891
 HH0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0891'THE STATION IS ABOUT 9 MILES NORTH OF MONTEZUMA, 7 MILES SOUTHWEST
 HH0891'OF CIMARRON, 6-1/2 MILES SOUTH OF INGALLS, IN THE WEST CENTRAL
 HH0891'PART OF SECTION 6, T 27 S, R28 W, ON PROPERTY OWNED BY THE RATZLAFF
 HH0891'ESTATE.
 HH0891'
 HH0891'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 283 AND 56, AT
 HH0891'THE SOUTH EDGE OF DODGE CITY, GO NORTH ON COMBINED HIGHWAY FOR 0.15
 HH0891'MILE TO BEESON RD. TURN LEFT AND GO WEST ON BEESON RD. 0.8 MILE TO
 HH0891'14TH STREET.  CROSS 14TH STREET AND CONTINUE WEST ON BEESON RD.
 HH0891'0.9 MILE TO THE END OF THE PAVEMENT.  CONTINUE WEST ON A GRAVEL
 HH0891'ROAD 15.8 MILES TO THE JUNCTION OF STATE HIGHWAY 23.  CONTINUE WEST
 HH0891'ON THE GRAVEL ROAD 5.0 MILES TO A CROSSROAD.  TURN LEFT AND GO
 HH0891'SOUTH ON A TRACK ROAD 0.5 MILE TO A FENCE CORNER AND THE STATION
 HH0891'ON THE LEFT, EAST SIDE OF THE ROAD.
 HH0891'
 HH0891'STATION MARKS ARE STANDARD DISKS STAMPED RITZ 1961.  THE SURFACE
 HH0891'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT
 HH0891'IS 28 FEET EAST OF THE CENTER OF THE TRACK ROAD, 8 FEET SOUTH OF A
 HH0891'FENCE CORNER AND 1.5 FEET EAST OF A FENCE.  THE UNDERGROUND DISK
 HH0891'IS SET 42 INCHES BELOW THE SURFACE IN AN IRREGULAR MASS OF
 HH0891'CONCRETE.
 HH0891'
 HH0891'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RITZ NO 1 1961, IS
 HH0891'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 86
 HH0891'FEET EAST OF THE FENCE CORNER AND 1 FOOT SOUTH OF A FENCE.
 HH0891'
 HH0891'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RITZ NO 2 1961, IS
 HH0891'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 80
 HH0891'FEET SOUTH OF THE METAL WITNESS POST 20 FEET EAST OF THE CENTER OF
 HH0891'THE TRACK ROAD AND 1 FOOT EAST OF THE FENCE.
 HH0891'
 HH0891'AZIMUTH MARK IS A STANDARD DISK STAMPED RITZ 1961, SET IN A SQUARE
 HH0891'CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 32 FEET WEST OF THE
 HH0891'CENTER OF A GRAVEL ROAD, 2 FEET NORTH OF A METAL WITNESS POST AND
 HH0891'1 FOOT EAST OF A POWER POLE.
 HH0891'
 HH0891'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE TRACK
 HH0891'ROAD 0.5 MILE TO A CROSSROAD.  CONTINUE NORTH ON A GRAVEL RAOD 0.45
 HH0891'MILE TO THE MARK ON THE LEFT, WEST SIDE OF THE ROAD.
 HH0891'
 HH0891'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HH0891'THE STATION MARK IS 1.5 FEET EAST OF A METAL WITNESS POST.
 HH0891'
 HH0891'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0746 ***********************************************************************
 JH0746  DESIGNATION -  RIVER
 JH0746  PID         -  JH0746
 JH0746  STATE/COUNTY-  KS/GOVE
 JH0746  USGS QUAD   -  CHEYENNE CREEK (1974)
 JH0746
 JH0746                         *CURRENT SURVEY CONTROL
 JH0746  ___________________________________________________________________
 JH0746* NAD 83(1997)-  38 43 44.52128(N)    100 32 10.76296(W)     ADJUSTED  
 JH0746* NAVD 88     -       780.     (meters)    2559.     (feet)  SCALED    
 JH0746  ___________________________________________________________________
 JH0746  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 JH0746  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 JH0746
 JH0746  HORZ ORDER  -  THIRD
 JH0746
 JH0746.The horizontal coordinates were established by classical geodetic methods
 JH0746.and adjusted by the National Geodetic Survey in October 1998..
 JH0746
 JH0746.The orthometric height was scaled from a topographic map.
 JH0746
 JH0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0746
 JH0746.The geoid height was determined by GEOID03.
 JH0746
 JH0746;                    North         East     Units Scale Factor Converg.
 JH0746;SPC KS N     -    47,015.363   179,481.178   MT  0.99999803   -1 36 17.2
 JH0746;SPC KS S     -   630,836.696   222,937.503   MT  1.00003615   -1 15 05.0
 JH0746;UTM  14      - 4,287,828.149   366,457.668   MT  0.99981961   -0 57 40.8
 JH0746
 JH0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0746!SPC KS N     -   0.99988156  x   0.99999803  =   0.99987959
 JH0746!SPC KS S     -   0.99988156  x   1.00003615  =   0.99991771
 JH0746!UTM  14      -   0.99988156  x   0.99981961  =   0.99970120
 JH0746
 JH0746|---------------------------------------------------------------------|
 JH0746| PID    Reference Object                     Distance      Geod. Az  |
 JH0746|                                                           dddmmss.s |
 JH0746| CL3878 RIVER RM 1                           17.806 METERS 09024     |
 JH0746| JH0745 SHIELDS KANS NEBR GAS MAST          APPROX. 8.4 KM 1613220.1 |
 JH0746| CL3877 RIVER AZ MK                                        2530353.0 |
 JH0746| CL3879 RIVER RM 2                           17.278 METERS 27021     |
 JH0746|---------------------------------------------------------------------|
 JH0746
 JH0746                          SUPERSEDED SURVEY CONTROL
 JH0746
 JH0746  NAD 83(1986)-  38 43 44.52397(N)    100 32 10.76148(W) AD(       ) 3
 JH0746  NAD 27      -  38 43 44.47635(N)    100 32 09.27461(W) AD(       ) 3
 JH0746
 JH0746.Superseded values are not recommended for survey control.
 JH0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0746.See file dsdata.txt to determine how the superseded data were derived.
 JH0746
 JH0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH6645887828(NAD 83)
 JH0746_MARKER: DS = TRIANGULATION STATION DISK
 JH0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JH0746
 JH0746  HISTORY     - Date     Condition        Report By
 JH0746  HISTORY     - 1963     MONUMENTED       CGS
 JH0746
 JH0746                          STATION DESCRIPTION
 JH0746
 JH0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 JH0746'THE STATION IS LOCATED 10 MILES NORTH-NORTHEAST OF HEALY, 9-1/4 MILES
 JH0746'NORTH-NORTHWEST OF SHIELDS, AND 1 MILE SOUTH OF THE SMOKY HILL
 JH0746'RIVER.  IT IS IN PASTURE LAND ALONG THE NORTH SIDE OF A GRADED
 JH0746'SECTION LINE ROAD, ON PROPERTY OF MAXINE HUGBY.
 JH0746'
 JH0746'TO REACH THE STATION FROM THE POST OFFICE IN HEALY, GO NORTH ON THE
 JH0746'SIDE STREET ABOUT 30 FEET TO STATE HIGHWAY 4.  TURN RIGHT AND GO
 JH0746'EAST ON STATE HIGHWAY 4 FOR 6.3 MILES TO A SIDE ROAD ON THE LEFT AT
 JH0746'A JUNCTION WITH STATE HIGHWAY 23.  TURN LEFT AND GO NORTH ON
 JH0746'STATE HIGHWAY 23 FOR 8.3 MILES TO A CROSSROAD JUST NORTH OF A
 JH0746'RURAL SCHOOLHOUSE ON THE LEFT.  TURN LEFT AND GO WEST ON
 JH0746'GRADED ROAD 1.8 MILES TO THE STATION ON THE RIGHT.
 JH0746'
 JH0746'THE STATION MARK IS A STANDARD DISK STAMPED RIVER 1963 CEMENTED IN
 JH0746'THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 2 INCHES ABOVE
 JH0746'GROUND.  IT IS 41.5 FEET NORTH OF THE CENTER OF THE GRADED ROAD,
 JH0746'12.1 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 3.2 FEET EAST
 JH0746'OF A METAL WITNESS POST WITH SIGN.
 JH0746'
 JH0746'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RIVER NO 1 1963
 JH0746'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 1 INCH
 JH0746'ABOVE GROUND.  IT IS 41.5 FEET NORTH OF THE CENTER OF THE GRADED
 JH0746'ROAD, 11.8 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 2.2 FEET
 JH0746'WEST OF A METAL WITNESS POST WITH SIGN.
 JH0746'
 JH0746'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RIVER NO 2 1963
 JH0746'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 1 INCH
 JH0746'ABOVE GROUND.  IT IS 42 FEET NORTH OF THE CENTER OF THE GRADED
 JH0746'ROAD, 11.2 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 2.2 FEET
 JH0746'EAST OF A METAL WITNESS POST WITH SIGN.
 JH0746'
 JH0746'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RIVER 1963 CEMENTED IN
 JH0746'THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 2 INCHES ABOVE
 JH0746'GROUND.  IT IS 21 FEET EAST OF THE CENTER OF A BLADED ROAD, 1.8
 JH0746'FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, AND 1.0 FOOT EAST
 JH0746'OF THE EAST RIGHT-OF-WAY FENCE.
 JH0746'
 JH0746'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WEST 0.3 MILE
 JH0746'ON THE GRADED ROAD TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 JH0746'SOUTH ON A BLADED, DIRT ROAD 0.1 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1357 ***********************************************************************
 HF1357  DESIGNATION -  RIVERDALE
 HF1357  PID         -  HF1357
 HF1357  STATE/COUNTY-  KS/SUMNER
 HF1357  USGS QUAD   -  WELLINGTON (1983)
 HF1357
 HF1357                         *CURRENT SURVEY CONTROL
 HF1357  ___________________________________________________________________
 HF1357* NAD 83(1997)-  37 21 09.66020(N)    097 23 05.67292(W)     ADJUSTED  
 HF1357* NAVD 88     -       409.2    (meters)    1343.     (feet)  VERTCON   
 HF1357  ___________________________________________________________________
 HF1357  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 HF1357  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 HF1357
 HF1357  HORZ ORDER  -  SECOND
 HF1357
 HF1357.The horizontal coordinates were established by classical geodetic methods
 HF1357.and adjusted by the National Geodetic Survey in October 1998..
 HF1357
 HF1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF1357
 HF1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1357
 HF1357.The geoid height was determined by GEOID03.
 HF1357
 HF1357;                    North         East     Units Scale Factor Converg.
 HF1357;SPC KS S     -   476,728.475   498,791.874   MT  0.99998420   +0 41 06.9
 HF1357;UTM  14      - 4,135,221.241   643,043.033   MT  0.99985205   +0 58 48.3
 HF1357
 HF1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1357!SPC KS S     -   0.99994029  x   0.99998420  =   0.99992450
 HF1357!UTM  14      -   0.99994029  x   0.99985205  =   0.99979235
 HF1357
 HF1357:                Primary Azimuth Mark                     Grid Az
 HF1357:SPC KS S     -  MULVANE COOP GRAIN ELEVATOR              042 11 54.7
 HF1357:UTM  14      -  MULVANE COOP GRAIN ELEVATOR              041 54 13.3
 HF1357
 HF1357|---------------------------------------------------------------------|
 HF1357| PID    Reference Object                     Distance      Geod. Az  |
 HF1357|                                                           dddmmss.s |
 HF1357| HF1299 MULVANE COOP GRAIN ELEVATOR         APPROX.18.2 KM 0425301.6 |
 HF1357| HF1297 MULVANE MUNICIPAL TANK              APPROX.18.7 KM 0432116.7 |
 HF1357| HF1348 BELLE PLAINE MUNICIPAL TANK         APPROX.10.3 KM 0645203.3 |
 HF1357| HF1346 BELLE PLAINE WICHITA TERM ELEV      APPROX.10.1 KM 0665023.6 |
 HF1357| HF1352 BELLE PLAINE TURNPIKE AUTH TK       APPROX. 5.8 KM 0730634.8 |
 HF1357| HF1349 WELLINGTON TURNPIKE AUTH MAST       APPROX. 9.6 KM 1534309.1 |
 HF1357| HF1353 WELLINGTON WOLCOTT LINC ELEV        APPROX.10.2 KM 1650117.1 |
 HF1357| CL6154 RIVERDALE RM 1                       11.331 METERS 17153     |
 HF1357| HF1359 WELLINGTON AT AND SF RR TANK        APPROX.10.0 KM 1814409.0 |
 HF1357| CL6153 RIVERDALE AZ MK                                    1834717.7 |
 HF1357| HF1363 WELLINGTON ARCHER BOOSTER ELEV      APPROX. 9.9 KM 1840458.8 |
 HF1357| HF1355 WELLINGTON MUNICIPAL TANK           APPROX. 8.7 KM 1842928.2 |
 HF1357| HF1360 WELLINGTON HUNTER MILLING ELEV      APPROX.10.6 KM 1871933.0 |
 HF1357| CL6156 RIVERDALE RM 3                       34.403 METERS 27131     |
 HF1357| CL6155 RIVERDALE RM 2                       34.391 METERS 27133     |
 HF1357|---------------------------------------------------------------------|
 HF1357
 HF1357                          SUPERSEDED SURVEY CONTROL
 HF1357
 HF1357  NAD 83(1997)-  37 21 09.66516(N)    097 23 05.66871(W) AD(       ) 2
 HF1357  NAD 83(1986)-  37 21 09.67117(N)    097 23 05.66547(W) AD(       ) 2
 HF1357  NAD 27      -  37 21 09.59762(N)    097 23 04.50144(W) AD(       ) 2
 HF1357  NGVD 29 (12/08/88)  409.0    (m)         1342.     (f) VERT ANG       
 HF1357
 HF1357.Superseded values are not recommended for survey control.
 HF1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1357.See file dsdata.txt to determine how the superseded data were derived.
 HF1357
 HF1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4304335221(NAD 83)
 HF1357_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HF1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1357_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HF1357_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF1357+STABILITY: SURFACE MOTION
 HF1357
 HF1357  HISTORY     - Date     Condition        Report By
 HF1357  HISTORY     - 1957     MONUMENTED       CGS
 HF1357  HISTORY     - 1962     GOOD             CGS
 HF1357  HISTORY     - 1968     GOOD             CGS
 HF1357  HISTORY     - 1987     GOOD             NOS
 HF1357
 HF1357                          STATION DESCRIPTION
 HF1357
 HF1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1357'THE STATION IS LOCATED AIRLINE, ABOUT 6 MILES NORTH OF WELLINGTON
 HF1357'AND ABOUT 1-1/4 MILES SOUTH OF RIVERDALE ALONG THE EAST SIDE
 HF1357'OF US HIGHWAY 81.
 HF1357'
 HF1357'THE STATION IS A STANDARD DISK STAMPED RIVERDALE 1957 SET IN
 HF1357'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 HF1357'FLUSH WITH THE GROUND.  IT IS 6 FEET WEST OF A WHITE WITNESS
 HF1357'POST, 7 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 48 FEET EAST
 HF1357'OF THE CENTER LINE OF THE HIGHWAY.
 HF1357'
 HF1357'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RIVERDALE
 HF1357'NO 1 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HF1357'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 HF1357'ELEVATION AS THE STATION.  IT IS 2 FEET WEST OF A NORTH-SOUTH
 HF1357'FENCE LINE AND 53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 HF1357'
 HF1357'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RIVERDALE NO
 HF1357'2 1957 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HF1357'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 HF1357'ELEVATION AS THE STATION.  IT IS 3 FEET SOUTH OF A TELEPHONE
 HF1357'POLE AND 54 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 HF1357'
 HF1357'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RIVERDALE 1957
 HF1357'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HF1357'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 25 FEET SOUTH OF A
 HF1357'TELEPHONE POLE AND 78 FEET NORTHWEST OF THE CENTER LINE OF A
 HF1357'CROSS-ROAD WHICH IS FORMED BY A DIRT SIDE ROAD.
 HF1357'
 HF1357'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 81 AND 160
 HF1357'IN THE NORTHEAST PART OF WELLINGTON, GO NORTH ON US HIGHWAY
 HF1357'81 FOR 3.35 MILES TO AN AIRPORT ENTRANCE ON THE LEFT, CONTINUE
 HF1357'NORTH ON THE HIGHWAY FOR 1.9 MILES TO A CROSS-ROAD AND THE
 HF1357'AZIMUTH MARK, CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE
 HF1357'TOP OF A SLIGHT RISE, A WHITE WITNESS POST ON THE RIGHT, EAST
 HF1357'SIDE OF THE HIGHWAY AND THE STATION.
 HF1357
 HF1357                          STATION RECOVERY (1962)
 HF1357
 HF1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1357'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HF1357'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 HF1357'CONDITION.  THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 HF1357'THE DIRECTION TO REFERENCE MARK NO. 1 MISSED THE 1957 DIRECTION BY
 HF1357'1 MINUTE AND 29 SECONDS, THE DISTANCE WAS VERIFIED.  THE
 HF1357'DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED, THE DISTANCE
 HF1357'MISSED THE 1957 MEASUREMENT BY .11 FOOT.
 HF1357'
 HF1357'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.  THE STATION IS
 HF1357'ABOUT 1-1/4 MILE SOUTH OF RIVERDALE AND ON THE EAST RIGHT-OF-WAY
 HF1357'OF U.S. HIGHWAY 81.
 HF1357'
 HF1357'TO REACH THE STATION FROM THE RAILROAD CROSSING 0.25 MILE EAST
 HF1357'OF RIVERDALE, GO SOUTH ON U.S. HIGHWAY 81 FOR 1.3 MILES TO THE
 HF1357'TOP OF A SMALL HILL AND THE STATION ON THE LEFT, EAST, SIDE OF
 HF1357'THE ROAD.
 HF1357'
 HF1357'STATION MARK, A STANDARD DISK STAMPED RIVERDALE 1957, IS SET
 HF1357'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HF1357'IT IS 54 FEET EAST OF THE CENTER OF HIGHWAY 81, 50 FEET SOUTH
 HF1357'OF A FIELD ENTRANCE, 6.5 FEET WEST OF A FENCE, 6 FEET WEST OF A
 HF1357'METAL WITNESS POST AND 6 FEET WEST OF A WOODEN WITNESS POST.
 HF1357'THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 HF1357'
 HF1357'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RIVERDALE NO
 HF1357'1 1957, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 HF1357'OF THE GROUND.  IT IS 60 FEET EAST OF THE CENTER OF HIGHWAY
 HF1357'81, 35.5 FEET SOUTH OF THE METAL WITNESS POST AND 1 FOOT WEST
 HF1357'OF THE FENCE.
 HF1357'
 HF1357'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RIVERDALE NO
 HF1357'2 1957, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 HF1357'IT IS 58 FEET WEST OF THE CENTER OF HIGHWAY 81 AND 3 FEET SOUTH
 HF1357'OF A TELEPHONE POLE.
 HF1357'
 HF1357'AZIMUTH MARK, A STANDARD DISK STAMPED RIVERDALE 1957, IS SET
 HF1357'IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HF1357'IT IS 59 FEET WEST OF THE CENTER OF HIGHWAY 81, 54 FEET NORTH
 HF1357'OF A DIRT ROAD, 29 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT
 HF1357'NORTH OF A METAL WITNESS POST.
 HF1357'
 HF1357'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 HF1357'HIGHWAY 81 FOR 0.35 MILE TO A CROSSROAD AND THE AZIMUTH MARK
 HF1357'IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 HF1357'
 HF1357'NOTE- REFERENCE MARKS MEASURED WITH 5 AND 7 KG. TAPE TENSION.
 HF1357
 HF1357                          STATION RECOVERY (1968)
 HF1357
 HF1357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HF1357'STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 HF1357'RECOVERED AS DESCRIBED IN THE 1957 DESCRIPTION AND WERE FOUND
 HF1357'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WAS TILTED SLIGHTLY.
 HF1357'REFERENCE MARK NO. 2 WAS FOUND WITH THE DISK GONE FROM THE
 HF1357'CONCRETE POST.  THE DISTANCE TO REFERENCE MARK NO. 1 CHECKED
 HF1357'BUT THE DIRECTION FAILED TO CHECK BY 4 MINUTES 12 SECONDS.
 HF1357'THE ANGLE BETWEEN THE AZIMUTH MARK AND THE WELLINGTON,
 HF1357'MUNICIPAL WATER TANK, 1957 FAILED TO CHECK BY 7.8 SECONDS BUT
 HF1357'OBSERVATIONS WERE TAKEN DURING A STRONG SOUTHWEST WIND.  THE
 HF1357'1957 DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 HF1357'
 HF1357'REFERENCE MARK NO. 3 WAS SET.
 HF1357'
 HF1357'FOLLOWING IS A DESCRIPTION FOR REFERENCE MARK NO. 3.
 HF1357'
 HF1357'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED RIVERDALE 1957
 HF1357'NO. 3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 HF1357'PROJECTS 4 INCHES.  IT IS 54 FEET WEST OF THE CENTERLINE OF
 HF1357'U.S. HIGHWAY 81 AND 3 FEET SOUTH OF A TELEPHONE POLE.
 HF1357'
 HF1357'A METAL WITNESS POST WAS FOUND SET 6 FEET EAST OF THE STATION
 HF1357'MARK.
 HF1357'
 HF1357'A METAL WITNESS POST WAS FOUND SET 1 FOOT SOUTH OF THE
 HF1357'AZIMUTH MARK.
 HF1357'
 HF1357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES
 HF1357'NORTH OF WELLINGTON.
 HF1357
 HF1357                          STATION RECOVERY (1987)
 HF1357
 HF1357'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 HF1357'THE STATION WAS RECOVERED AT THIS DATE.
 HF1357'STATION MARK, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION.
 HF1357'
 HF1357'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 HF1357'
 HF1357'AZIMUTH MARK RECOVERED IN POOR CONDITION.  MONUMENT HAS BEEN HIT,
 HF1357'AND DISK HAS BEEN VANDALIZED.
 HF1357'
 HF1357'RECOVERED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1061 ***********************************************************************
 HE1061  DESIGNATION -  RIVERTON EMP DIST ELEC N STK
 HE1061  PID         -  HE1061
 HE1061  STATE/COUNTY-  KS/CHEROKEE
 HE1061  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1061
 HE1061                         *CURRENT SURVEY CONTROL
 HE1061  ___________________________________________________________________
 HE1061* NAD 83(1997)-  37 04 19.99951(N)    094 41 55.11407(W)     ADJUSTED  
 HE1061* NAVD 88     -                                                        
 HE1061  ___________________________________________________________________
 HE1061  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 HE1061  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HE1061
 HE1061  HORZ ORDER  -  THIRD
 HE1061
 HE1061.The horizontal coordinates were established by classical geodetic methods
 HE1061.and adjusted by the National Geodetic Survey in October 1998..
 HE1061
 HE1061
 HE1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1061
 HE1061.The geoid height was determined by GEOID03.
 HE1061
 HE1061;                    North         East     Units Scale Factor Converg.
 HE1061;SPC KS S     -   451,901.930   737,966.054   MT  1.00004391   +2 20 09.7
 HE1061;SPC MO W     -   100,502.513   832,336.239   MT  0.99994502   -0 07 11.1
 HE1061;UTM  15      - 4,104,233.811   348,998.410   MT  0.99988089   -1 01 27.0
 HE1061
 HE1061                          SUPERSEDED SURVEY CONTROL
 HE1061
 HE1061  NAD 83(1997)-  37 04 20.00633(N)    094 41 55.11727(W) AD(       ) 4
 HE1061  NAD 83(1986)-  37 04 20.01444(N)    094 41 55.10946(W) AD(       ) 4
 HE1061  NAD 27      -  37 04 19.81100(N)    094 41 54.28600(W) AD(       ) 3
 HE1061
 HE1061.Superseded values are not recommended for survey control.
 HE1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1061.See file dsdata.txt to determine how the superseded data were derived.
 HE1061
 HE1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4899804234(NAD 83)
 HE1061_MARKER: 63 = STACK
 HE1061
 HE1061  HISTORY     - Date     Condition        Report By
 HE1061  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1061
 HE1061                          STATION DESCRIPTION
 HE1061
 HE1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1061'THIS INTERSECTION STATION IS THE CENTER OF THE NORTHERLY
 HE1061'OF FOUR STACKS AT THE RIVERTON STEAM POWER PLANT OF THE
 HE1061'EMPIRE DISTRICT ELECTRIC COMPANY.  IT IS A LARGE ROUND RED
 HE1061'BRICK STACK.  IT HAS NO LETTERING.  IT IS 250 FEET HIGH
 HE1061'AND IS VERY PROMINENT.  IT WAS ERECTED IN 1916.
 HE1061'
 HE1061'THE POWER PLANT IS ABOUT 3-1/2 MILES W OF GALENA, ABOUT
 HE1061'3-1/2 MILES NE OF BAXTER SPRINGS, AND ABOUT 1/4 MILE SE
 HE1061'OF THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 96
 HE1061'AT RIVERTON, ON THE N SIDE OF THE FRISCO RAILROAD TRACK
 HE1061'AND ON THE W BANK OF A LAKE ON THE SPRING RIVER FORMED BY
 HE1061'A DAM ABOUT A MILE BELOW THE PLANT.
 HE1061'
 HE1061'THE N STACK IS ON THE N SIDE OF THE TWO SECTIONS OF THE
 HE1061'POWER PLANT.
 HE1061'
 HE1061'ALL FOUR STACKS ARE INCLUDED IN AN AREA ABOUT 100 FEET SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1063 ***********************************************************************
 HE1063  DESIGNATION -  RIVERTON EMP DIST ELEC S STK
 HE1063  PID         -  HE1063
 HE1063  STATE/COUNTY-  KS/CHEROKEE
 HE1063  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1063
 HE1063                         *CURRENT SURVEY CONTROL
 HE1063  ___________________________________________________________________
 HE1063* NAD 83(1997)-  37 04 17.43542(N)    094 41 54.54276(W)     ADJUSTED  
 HE1063* NAVD 88     -                                                        
 HE1063  ___________________________________________________________________
 HE1063  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 HE1063  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HE1063
 HE1063  HORZ ORDER  -  THIRD
 HE1063
 HE1063.The horizontal coordinates were established by classical geodetic methods
 HE1063.and adjusted by the National Geodetic Survey in October 1998..
 HE1063
 HE1063
 HE1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1063
 HE1063.The geoid height was determined by GEOID03.
 HE1063
 HE1063;                    North         East     Units Scale Factor Converg.
 HE1063;SPC KS S     -   451,823.523   737,983.378   MT  1.00004409   +2 20 10.1
 HE1063;SPC MO W     -   100,423.443   832,350.186   MT  0.99994501   -0 07 10.7
 HE1063;UTM  15      - 4,104,154.536   349,011.106   MT  0.99988085   -1 01 26.6
 HE1063
 HE1063                          SUPERSEDED SURVEY CONTROL
 HE1063
 HE1063  NAD 83(1997)-  37 04 17.44223(N)    094 41 54.54597(W) AD(       ) 4
 HE1063  NAD 83(1986)-  37 04 17.45034(N)    094 41 54.53830(W) AD(       ) 4
 HE1063  NAD 27      -  37 04 17.24600(N)    094 41 53.72300(W) AD(       ) 3
 HE1063
 HE1063.Superseded values are not recommended for survey control.
 HE1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1063.See file dsdata.txt to determine how the superseded data were derived.
 HE1063
 HE1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4901104155(NAD 83)
 HE1063_MARKER: 63 = STACK
 HE1063
 HE1063  HISTORY     - Date     Condition        Report By
 HE1063  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1063
 HE1063                          STATION DESCRIPTION
 HE1063
 HE1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1063'THIS INTERSECTION STATION IS THE CENTER OF THE SOUTHERLY
 HE1063'OF FOUR STACKS AT THE RIVERTON STEAM POWER PLANT OF THE
 HE1063'EMPIRE DISTRICT ELECTRIC COMPANY.  IT IS A LARGE ROUND RED
 HE1063'BRICK STACK.  IT IS LETTERED EMPIRE DISTRICT ON THE E SIDE
 HE1063'AND ELECTRIC POWER ON THE W SIDE IN LARGE LETTERS OF WHITE
 HE1063'TILE BRICK.  THE STACK IS 250 FEET HIGH AND IS VERY PROMINENT.
 HE1063'IT WAS ERECTED IN 1910.
 HE1063'
 HE1063'THE POWER PLANT IS ABOUT 3-1/2 MILES W OF GALENA, ABOUT
 HE1063'3-1/2 MILES NE OF BAXTER SPRINGS AND ABOUT 1/4 MILE SE OF
 HE1063'THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 96 AT
 HE1063'RIVERTON, ON THE N SIDE OF THE FRISCO RAILROAD TRACK, AND
 HE1063'ON THE W BANK OF A LAKE ON THE SPRING RIVER FORMED BY A
 HE1063'DAM ABOUT A MILE BELOW THE PLANT.  THE S STACK IS ABOUT
 HE1063'75 FEET N OF THE RAILROAD TRACK AND ABOUT 200 FEET W OF
 HE1063'THE W END OF THE BRIDGE OVER THE SPRING RIVER, AND ON THE
 HE1063'S SIDE OF THE POWER PLANT.
 HE1063'
 HE1063'THE S AND E STACKS ARE ABOUT ON A N-S LINE.  ALL FOUR STACKS
 HE1063'ARE INCLUDED IN AN AREA ABOUT 100 FEET SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1064 ***********************************************************************
 HE1064  DESIGNATION -  RIVERTON EMP DIST ELEC W STK
 HE1064  PID         -  HE1064
 HE1064  STATE/COUNTY-  KS/CHEROKEE
 HE1064  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1064
 HE1064                         *CURRENT SURVEY CONTROL
 HE1064  ___________________________________________________________________
 HE1064* NAD 83(1997)-  37 04 18.50297(N)    094 41 55.67769(W)     ADJUSTED  
 HE1064* NAVD 88     -                                                        
 HE1064  ___________________________________________________________________
 HE1064  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 HE1064  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HE1064
 HE1064  HORZ ORDER  -  THIRD
 HE1064
 HE1064.The horizontal coordinates were established by classical geodetic methods
 HE1064.and adjusted by the National Geodetic Survey in October 1998..
 HE1064
 HE1064
 HE1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1064
 HE1064.The geoid height was determined by GEOID03.
 HE1064
 HE1064;                    North         East     Units Scale Factor Converg.
 HE1064;SPC KS S     -   451,855.264   737,954.023   MT  1.00004401   +2 20 09.4
 HE1064;SPC MO W     -   100,456.410   832,322.221   MT  0.99994502   -0 07 11.4
 HE1064;UTM  15      - 4,104,187.938   348,983.667   MT  0.99988095   -1 01 27.3
 HE1064
 HE1064                          SUPERSEDED SURVEY CONTROL
 HE1064
 HE1064  NAD 83(1997)-  37 04 18.50985(N)    094 41 55.68021(W) AD(       ) 4
 HE1064  NAD 83(1986)-  37 04 18.51798(N)    094 41 55.67235(W) AD(       ) 4
 HE1064  NAD 27      -  37 04 18.31400(N)    094 41 54.84900(W) AD(       ) 3
 HE1064
 HE1064.Superseded values are not recommended for survey control.
 HE1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1064.See file dsdata.txt to determine how the superseded data were derived.
 HE1064
 HE1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4898404188(NAD 83)
 HE1064_MARKER: 63 = STACK
 HE1064
 HE1064  HISTORY     - Date     Condition        Report By
 HE1064  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1064
 HE1064                          STATION DESCRIPTION
 HE1064
 HE1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1064'THIS INTERSECTION STATION IS THE CENTER OF THE WESTERLY
 HE1064'OF FOUR STACKS AT THE RIVERTON STEAM POWER PLANT OF THE
 HE1064'EMPIRE DISTRICT ELECTRIC COMPANY.  IT IS A LARGE ROUND RED
 HE1064'BRICK STACK.  IT HAS NO LETTERING.  IT IS ABOUT 250 FEET HIGH
 HE1064'AND IS VERY PROMINENT.  IT WAS ERECTED IN 1916.
 HE1064'
 HE1064'THE POWER PLANT IS ABOUT 3-1/2 MILES W OF GALENA, ABOUT
 HE1064'3-1/2 MILES NE OF BAXTER SPRINGS, AND ABOUT 1/4 MILE SE
 HE1064'OF THE JUNCTION OF HIGHWAY U.S. 66 AND STATE HIGHWAY 96
 HE1064'AT RIVERTON, ON THE N SIDE OF THE FRISCO RAILROAD TRACK
 HE1064'AND ON THE W BANK OF A LAKE ON THE SPRING RIVER FORMED BY
 HE1064'A DAM, ABOUT A MILE BELOW THE PLANT.
 HE1064'
 HE1064'THE W STACK IS THE WESTERLY OF TWO STACKS BETWEEN TWO SECTIONS
 HE1064'OF THE POWER PLANT.  THE W AND E STACKS ARE ON A LINE ABOUT
 HE1064'PARALLEL TO THE RAILROAD TRACK.
 HE1064'
 HE1064'ALL FOUR STACKS ARE INCLUDED IN AN AREA ABOUT 100 FEET SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1066 ***********************************************************************
 HE1066  DESIGNATION -  RIVERTON EMP DIST ELEC E STK
 HE1066  PID         -  HE1066
 HE1066  STATE/COUNTY-  KS/CHEROKEE
 HE1066  USGS QUAD   -  BAXTER SPRINGS (1978)
 HE1066
 HE1066                         *CURRENT SURVEY CONTROL
 HE1066  ___________________________________________________________________
 HE1066* NAD 83(1997)-  37 04 18.76609(N)    094 41 54.63088(W)     ADJUSTED  
 HE1066* NAVD 88     -                                                        
 HE1066  ___________________________________________________________________
 HE1066  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 HE1066  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 HE1066
 HE1066  HORZ ORDER  -  THIRD
 HE1066
 HE1066.The horizontal coordinates were established by classical geodetic methods
 HE1066.and adjusted by the National Geodetic Survey in October 1998..
 HE1066
 HE1066
 HE1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1066
 HE1066.The geoid height was determined by GEOID03.
 HE1066
 HE1066;                    North         East     Units Scale Factor Converg.
 HE1066;SPC KS S     -   451,864.423   737,979.531   MT  1.00004400   +2 20 10.0
 HE1066;SPC MO W     -   100,464.467   832,348.095   MT  0.99994501   -0 07 10.8
 HE1066;UTM  15      - 4,104,195.585   349,009.663   MT  0.99988085   -1 01 26.7
 HE1066
 HE1066                          SUPERSEDED SURVEY CONTROL
 HE1066
 HE1066  NAD 83(1997)-  37 04 18.77290(N)    094 41 54.63409(W) AD(       ) 4
 HE1066  NAD 83(1986)-  37 04 18.78102(N)    094 41 54.62628(W) AD(       ) 4
 HE1066  NAD 27      -  37 04 18.57700(N)    094 41 53.80200(W) AD(       ) 3
 HE1066
 HE1066.Superseded values are not recommended for survey control.
 HE1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1066.See file dsdata.txt to determine how the superseded data were derived.
 HE1066
 HE1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB4901004196(NAD 83)
 HE1066_MARKER: 63 = STACK
 HE1066
 HE1066  HISTORY     - Date     Condition        Report By
 HE1066  HISTORY     - 1935     FIRST OBSERVED   CGS
 HE1066
 HE1066                          STATION DESCRIPTION
 HE1066
 HE1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
 HE1066'THIS INTERSECTION STATION IS THE CENTER OF THE EASTERLY
 HE1066'OF FOUR STACKS AT THE RIVERTON STEAM POWER PLANT OF THE
 HE1066'EMPIRE DISTRICT ELECTRIC COMPANY.  IT IS A LARGE ROUND RED BRICK
 HE1066'STACK.  IT IS LETTERED EMPIRE DISTRICT ON THE W SIDE AND ELECTRIC
 HE1066'POWER ON THE E SIDE IN LARGE LETTERS OF WHITE TILE BRICK.
 HE1066'THE STACK IS 250 FEET HIGH AND IS VERY PROMINENT.  IT WAS
 HE1066'ERECTED IN 1910.
 HE1066'
 HE1066'THE POWER PLANT IS ABOUT 3-1/2 MILES W OF GALENA, ABOUT
 HE1066'3-1/2 MILES NE OF BAXTER SPRINGS, AND ABOUT 1/4 MILE SE OF
 HE1066'THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 96 AT
 HE1066'RIVERTON, ON THE N SIDE OF THE FRISCO RAILROAD TRACK, AND
 HE1066'ON THE E BANK OF A LAKE ON THE SPRING RIVER FORMED BY A
 HE1066'DAM ABOUT A MILE BELOW THE PLANT.
 HE1066'
 HE1066'THE E AND S STACKS ARE ABOUT ON A N-S LINE.  THE E AND W
 HE1066'STACKS ARE ABOUT ON A LINE PARALLEL WITH THE RAILROAD TRACK.
 HE1066'THE E STACK IS THE EASTERLY OF TWO STACKS BETWEEN TWO SECTIONS
 HE1066'OF THE POWER PLANT.  ALL FOUR STACKS ARE INCLUDED IN AN
 HE1066'AREA ABOUT 100 FEET SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1308 ***********************************************************************
 JE1308  DESIGNATION -  RIVET 1000
 JE1308  PID         -  JE1308
 JE1308  STATE/COUNTY-  KS/OSAGE
 JE1308  USGS QUAD   -  LYNDON NW (1965)
 JE1308
 JE1308                         *CURRENT SURVEY CONTROL
 JE1308  ___________________________________________________________________
 JE1308* NAD 83(1986)-  38 38 30.     (N)    095 38 42.     (W)     SCALED    
 JE1308* NAVD 88     -       339.586  (meters)    1114.13   (feet)  ADJUSTED  
 JE1308  ___________________________________________________________________
 JE1308  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 JE1308  DYNAMIC HT  -         339.350 (meters)    1113.35  (feet)  COMP
 JE1308  MODELED GRAV-     979,923.2   (mgal)                       NAVD 88
 JE1308
 JE1308  VERT ORDER  -  SECOND    CLASS 0
 JE1308
 JE1308.The horizontal coordinates were scaled from a topographic map and have
 JE1308.an estimated accuracy of +/- 6 seconds.
 JE1308
 JE1308.The orthometric height was determined by differential leveling
 JE1308.and adjusted by the National Geodetic Survey in June 1991..
 JE1308
 JE1308.The geoid height was determined by GEOID03.
 JE1308
 JE1308.The dynamic height is computed by dividing the NAVD 88
 JE1308.geopotential number by the normal gravity value computed on the
 JE1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1308.degrees latitude (g = 980.6199 gals.).
 JE1308
 JE1308.The modeled gravity was interpolated from observed gravity values.
 JE1308
 JE1308;                    North         East    Units  Estimated Accuracy
 JE1308;SPC KS S     -   623,010.      648,530.      MT  (+/- 180 meters Scaled)
 JE1308
 JE1308                          SUPERSEDED SURVEY CONTROL
 JE1308
 JE1308  NGVD 29 (??/??/92)  339.442  (m)         1113.65   (f) ADJ UNCH    2 0
 JE1308
 JE1308.Superseded values are not recommended for survey control.
 JE1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1308.See file dsdata.txt to determine how the superseded data were derived.
 JE1308
 JE1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC697803(NAD 83)
 JE1308_MARKER: R = RIVET
 JE1308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1308_SP_SET: CONCRETE FOUNDATION
 JE1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1308
 JE1308  HISTORY     - Date     Condition        Report By
 JE1308  HISTORY     - UNK      MONUMENTED       MPRR
 JE1308  HISTORY     - 1935     GOOD             NGS
 JE1308
 JE1308                          STATION DESCRIPTION
 JE1308
 JE1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1308'1.2 MI W FROM VASSAR.
 JE1308'1.2 MILES W. OF VASSAR ALONG MO. PAC. RR. AT MP 376/22 IN N. W.
 JE1308'CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL 3764 AT E. END D K
 JE1308'SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1307 ***********************************************************************
 JE1307  DESIGNATION -  RIVET 1001
 JE1307  PID         -  JE1307
 JE1307  STATE/COUNTY-  KS/OSAGE
 JE1307  USGS QUAD   -  LYNDON NW (1965)
 JE1307
 JE1307                         *CURRENT SURVEY CONTROL
 JE1307  ___________________________________________________________________
 JE1307* NAD 83(1986)-  38 38 30.     (N)    095 39 24.     (W)     SCALED    
 JE1307* NAVD 88     -       339.609  (meters)    1114.20   (feet)  ADJUSTED  
 JE1307  ___________________________________________________________________
 JE1307  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 JE1307  DYNAMIC HT  -         339.373 (meters)    1113.43  (feet)  COMP
 JE1307  MODELED GRAV-     979,922.9   (mgal)                       NAVD 88
 JE1307
 JE1307  VERT ORDER  -  SECOND    CLASS 0
 JE1307
 JE1307.The horizontal coordinates were scaled from a topographic map and have
 JE1307.an estimated accuracy of +/- 6 seconds.
 JE1307
 JE1307.The orthometric height was determined by differential leveling
 JE1307.and adjusted by the National Geodetic Survey in June 1991..
 JE1307
 JE1307.The geoid height was determined by GEOID03.
 JE1307
 JE1307.The dynamic height is computed by dividing the NAVD 88
 JE1307.geopotential number by the normal gravity value computed on the
 JE1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1307.degrees latitude (g = 980.6199 gals.).
 JE1307
 JE1307.The modeled gravity was interpolated from observed gravity values.
 JE1307
 JE1307;                    North         East    Units  Estimated Accuracy
 JE1307;SPC KS S     -   622,980.      647,510.      MT  (+/- 180 meters Scaled)
 JE1307
 JE1307                          SUPERSEDED SURVEY CONTROL
 JE1307
 JE1307  NGVD 29 (??/??/92)  339.465  (m)         1113.73   (f) ADJ UNCH    2 0
 JE1307
 JE1307.Superseded values are not recommended for survey control.
 JE1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1307.See file dsdata.txt to determine how the superseded data were derived.
 JE1307
 JE1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC687803(NAD 83)
 JE1307_MARKER: R = RIVET
 JE1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1307_SP_SET: CONCRETE FOUNDATION
 JE1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1307
 JE1307  HISTORY     - Date     Condition        Report By
 JE1307  HISTORY     - UNK      MONUMENTED       MPRR
 JE1307  HISTORY     - 1935     GOOD             NGS
 JE1307
 JE1307                          STATION DESCRIPTION
 JE1307
 JE1307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1307'1.5 MI E FROM LYNDON.
 JE1307'1.5 MILES E. OF LYNDON STATION ALONG MO. PAC. RR. AT MP 377/05,
 JE1307'8 INCHES N. OF S.W. CORNER OF CONC. FOUNDATION OF RELAY CASE,
 JE1307'10 YDS. W. OF CROSSING AT D K SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1306 ***********************************************************************
 JE1306  DESIGNATION -  RIVET 1002
 JE1306  PID         -  JE1306
 JE1306  STATE/COUNTY-  KS/OSAGE
 JE1306  USGS QUAD   -  LYNDON NW (1965)
 JE1306
 JE1306                         *CURRENT SURVEY CONTROL
 JE1306  ___________________________________________________________________
 JE1306* NAD 83(1986)-  38 38 30.     (N)    095 39 47.     (W)     SCALED    
 JE1306* NAVD 88     -       335.954  (meters)    1102.21   (feet)  ADJUSTED  
 JE1306  ___________________________________________________________________
 JE1306  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 JE1306  DYNAMIC HT  -         335.720 (meters)    1101.44  (feet)  COMP
 JE1306  MODELED GRAV-     979,922.7   (mgal)                       NAVD 88
 JE1306
 JE1306  VERT ORDER  -  SECOND    CLASS 0
 JE1306
 JE1306.The horizontal coordinates were scaled from a topographic map and have
 JE1306.an estimated accuracy of +/- 6 seconds.
 JE1306
 JE1306.The orthometric height was determined by differential leveling
 JE1306.and adjusted by the National Geodetic Survey in June 1991..
 JE1306
 JE1306.The geoid height was determined by GEOID03.
 JE1306
 JE1306.The dynamic height is computed by dividing the NAVD 88
 JE1306.geopotential number by the normal gravity value computed on the
 JE1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1306.degrees latitude (g = 980.6199 gals.).
 JE1306
 JE1306.The modeled gravity was interpolated from observed gravity values.
 JE1306
 JE1306;                    North         East    Units  Estimated Accuracy
 JE1306;SPC KS S     -   622,960.      646,960.      MT  (+/- 180 meters Scaled)
 JE1306
 JE1306                          SUPERSEDED SURVEY CONTROL
 JE1306
 JE1306  NGVD 29 (??/??/92)  335.810  (m)         1101.74   (f) ADJ UNCH    2 0
 JE1306
 JE1306.Superseded values are not recommended for survey control.
 JE1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1306.See file dsdata.txt to determine how the superseded data were derived.
 JE1306
 JE1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC682803(NAD 83)
 JE1306_MARKER: R = RIVET
 JE1306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1306_SP_SET: CULVERT
 JE1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1306
 JE1306  HISTORY     - Date     Condition        Report By
 JE1306  HISTORY     - UNK      MONUMENTED       MPRR
 JE1306  HISTORY     - 1935     GOOD             NGS
 JE1306
 JE1306                          STATION DESCRIPTION
 JE1306
 JE1306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1306'1.2 MI E FROM LYNDON.
 JE1306'1.2 MILES E. OF LYNDON STATION ALONG MO. PAC. RR. AT MP 377/19,
 JE1306'1 FT. E. OF W. END OF N. HEADWALL OF 3 X 5 CONC. BOX CULVERT, 40
 JE1306'YDS. W. OF W. SWITCH OF D K SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1305 ***********************************************************************
 JE1305  DESIGNATION -  RIVET 1003
 JE1305  PID         -  JE1305
 JE1305  STATE/COUNTY-  KS/OSAGE
 JE1305  USGS QUAD   -  LYNDON NW (1965)
 JE1305
 JE1305                         *CURRENT SURVEY CONTROL
 JE1305  ___________________________________________________________________
 JE1305* NAD 83(1986)-  38 38 30.     (N)    095 40 16.     (W)     SCALED    
 JE1305* NAVD 88     -       338.749  (meters)    1111.38   (feet)  ADJUSTED  
 JE1305  ___________________________________________________________________
 JE1305  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 JE1305  DYNAMIC HT  -         338.513 (meters)    1110.60  (feet)  COMP
 JE1305  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 JE1305
 JE1305  VERT ORDER  -  SECOND    CLASS 0
 JE1305
 JE1305.The horizontal coordinates were scaled from a topographic map and have
 JE1305.an estimated accuracy of +/- 6 seconds.
 JE1305
 JE1305.The orthometric height was determined by differential leveling
 JE1305.and adjusted by the National Geodetic Survey in June 1991..
 JE1305
 JE1305.The geoid height was determined by GEOID03.
 JE1305
 JE1305.The dynamic height is computed by dividing the NAVD 88
 JE1305.geopotential number by the normal gravity value computed on the
 JE1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1305.degrees latitude (g = 980.6199 gals.).
 JE1305
 JE1305.The modeled gravity was interpolated from observed gravity values.
 JE1305
 JE1305;                    North         East    Units  Estimated Accuracy
 JE1305;SPC KS S     -   622,940.      646,250.      MT  (+/- 180 meters Scaled)
 JE1305
 JE1305                          SUPERSEDED SURVEY CONTROL
 JE1305
 JE1305  NGVD 29 (??/??/92)  338.605  (m)         1110.91   (f) ADJ UNCH    2 0
 JE1305
 JE1305.Superseded values are not recommended for survey control.
 JE1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1305.See file dsdata.txt to determine how the superseded data were derived.
 JE1305
 JE1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC675803(NAD 83)
 JE1305_MARKER: R = RIVET
 JE1305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1305_SP_SET: CONCRETE FOUNDATION
 JE1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1305
 JE1305  HISTORY     - Date     Condition        Report By
 JE1305  HISTORY     - UNK      MONUMENTED       MPRR
 JE1305  HISTORY     - 1935     GOOD             NGS
 JE1305
 JE1305                          STATION DESCRIPTION
 JE1305
 JE1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1305'0.8 MI E FROM LYNDON.
 JE1305'3/4 MILE E. OF LYNDON STATION ALONG MO. PAC. RR. AT MP 377/36,
 JE1305'8 INCHES N. OF S.W. CORNER OF CONC. FOUNDATION OF RELAY CASE, 38
 JE1305'YDS. W. OF FARM CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1303 ***********************************************************************
 JE1303  DESIGNATION -  RIVET 1005
 JE1303  PID         -  JE1303
 JE1303  STATE/COUNTY-  KS/OSAGE
 JE1303  USGS QUAD   -  LYNDON NW (1965)
 JE1303
 JE1303                         *CURRENT SURVEY CONTROL
 JE1303  ___________________________________________________________________
 JE1303* NAD 83(1986)-  38 38 30.     (N)    095 41 05.     (W)     SCALED    
 JE1303* NAVD 88     -       340.025  (meters)    1115.57   (feet)  ADJUSTED  
 JE1303  ___________________________________________________________________
 JE1303  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 JE1303  DYNAMIC HT  -         339.788 (meters)    1114.79  (feet)  COMP
 JE1303  MODELED GRAV-     979,921.2   (mgal)                       NAVD 88
 JE1303
 JE1303  VERT ORDER  -  SECOND    CLASS 0
 JE1303
 JE1303.The horizontal coordinates were scaled from a topographic map and have
 JE1303.an estimated accuracy of +/- 6 seconds.
 JE1303
 JE1303.The orthometric height was determined by differential leveling
 JE1303.and adjusted by the National Geodetic Survey in June 1991..
 JE1303
 JE1303.The geoid height was determined by GEOID03.
 JE1303
 JE1303.The dynamic height is computed by dividing the NAVD 88
 JE1303.geopotential number by the normal gravity value computed on the
 JE1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1303.degrees latitude (g = 980.6199 gals.).
 JE1303
 JE1303.The modeled gravity was interpolated from observed gravity values.
 JE1303
 JE1303;                    North         East    Units  Estimated Accuracy
 JE1303;SPC KS S     -   622,900.      645,070.      MT  (+/- 180 meters Scaled)
 JE1303
 JE1303                          SUPERSEDED SURVEY CONTROL
 JE1303
 JE1303  NGVD 29 (??/??/92)  339.880  (m)         1115.09   (f) ADJ UNCH    2 0
 JE1303
 JE1303.Superseded values are not recommended for survey control.
 JE1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1303.See file dsdata.txt to determine how the superseded data were derived.
 JE1303
 JE1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC663804(NAD 83)
 JE1303_MARKER: R = RIVET
 JE1303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1303_SP_SET: CONCRETE FOUNDATION
 JE1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1303
 JE1303  HISTORY     - Date     Condition        Report By
 JE1303  HISTORY     - UNK      MONUMENTED       MPRR
 JE1303  HISTORY     - 1935     GOOD             NGS
 JE1303
 JE1303                          STATION DESCRIPTION
 JE1303
 JE1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1303'AT LYNDON.
 JE1303'ALONG MO. PAC. RR. AT MP 378/29, 8 INCHES N. OF S.W. CORNER OF
 JE1303'CONC. FOUNDATION OF RELAY CASE, 150 YDS. W. OF LYNDON STATION
 JE1303'AND 15 YDS. W. OF CENTER LINE OF U.S. HIGHWAY NO. 75 CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1302 ***********************************************************************
 JE1302  DESIGNATION -  RIVET 1006
 JE1302  PID         -  JE1302
 JE1302  STATE/COUNTY-  KS/OSAGE
 JE1302  USGS QUAD   -  LYNDON NW (1965)
 JE1302
 JE1302                         *CURRENT SURVEY CONTROL
 JE1302  ___________________________________________________________________
 JE1302* NAD 83(1986)-  38 38 30.     (N)    095 41 36.     (W)     SCALED    
 JE1302* NAVD 88     -       344.505  (meters)    1130.26   (feet)  ADJUSTED  
 JE1302  ___________________________________________________________________
 JE1302  GEOID HEIGHT-         -31.28  (meters)                     GEOID03
 JE1302  DYNAMIC HT  -         344.265 (meters)    1129.48  (feet)  COMP
 JE1302  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 JE1302
 JE1302  VERT ORDER  -  SECOND    CLASS 0
 JE1302
 JE1302.The horizontal coordinates were scaled from a topographic map and have
 JE1302.an estimated accuracy of +/- 6 seconds.
 JE1302
 JE1302.The orthometric height was determined by differential leveling
 JE1302.and adjusted by the National Geodetic Survey in June 1991..
 JE1302
 JE1302.The geoid height was determined by GEOID03.
 JE1302
 JE1302.The dynamic height is computed by dividing the NAVD 88
 JE1302.geopotential number by the normal gravity value computed on the
 JE1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1302.degrees latitude (g = 980.6199 gals.).
 JE1302
 JE1302.The modeled gravity was interpolated from observed gravity values.
 JE1302
 JE1302;                    North         East    Units  Estimated Accuracy
 JE1302;SPC KS S     -   622,880.      644,320.      MT  (+/- 180 meters Scaled)
 JE1302
 JE1302                          SUPERSEDED SURVEY CONTROL
 JE1302
 JE1302  NGVD 29 (??/??/92)  344.360  (m)         1129.79   (f) ADJ UNCH    2 0
 JE1302
 JE1302.Superseded values are not recommended for survey control.
 JE1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1302.See file dsdata.txt to determine how the superseded data were derived.
 JE1302
 JE1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC655804(NAD 83)
 JE1302_MARKER: R = RIVET
 JE1302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1302_SP_SET: CONCRETE FOUNDATION
 JE1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1302
 JE1302  HISTORY     - Date     Condition        Report By
 JE1302  HISTORY     - UNK      MONUMENTED       MPRR
 JE1302  HISTORY     - 1935     GOOD             NGS
 JE1302
 JE1302                          STATION DESCRIPTION
 JE1302
 JE1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1302'0.5 MI W FROM LYNDON.
 JE1302'0.5 MILE W. OF LYNDON STATION ALONG MO. PAC. RR. AT MP 379/06,
 JE1302'1 FT. N. OF S. W. CORNER OF CONC. FOUNDATION OF RELAY CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1301 ***********************************************************************
 JE1301  DESIGNATION -  RIVET 1007
 JE1301  PID         -  JE1301
 JE1301  STATE/COUNTY-  KS/OSAGE
 JE1301  USGS QUAD   -  LYNDON NW (1965)
 JE1301
 JE1301                         *CURRENT SURVEY CONTROL
 JE1301  ___________________________________________________________________
 JE1301* NAD 83(1986)-  38 38 30.     (N)    095 42 29.     (W)     SCALED    
 JE1301* NAVD 88     -       340.750  (meters)    1117.94   (feet)  ADJUSTED  
 JE1301  ___________________________________________________________________
 JE1301  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 JE1301  DYNAMIC HT  -         340.512 (meters)    1117.16  (feet)  COMP
 JE1301  MODELED GRAV-     979,919.8   (mgal)                       NAVD 88
 JE1301
 JE1301  VERT ORDER  -  SECOND    CLASS 0
 JE1301
 JE1301.The horizontal coordinates were scaled from a topographic map and have
 JE1301.an estimated accuracy of +/- 6 seconds.
 JE1301
 JE1301.The orthometric height was determined by differential leveling
 JE1301.and adjusted by the National Geodetic Survey in June 1991..
 JE1301
 JE1301.The geoid height was determined by GEOID03.
 JE1301
 JE1301.The dynamic height is computed by dividing the NAVD 88
 JE1301.geopotential number by the normal gravity value computed on the
 JE1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1301.degrees latitude (g = 980.6199 gals.).
 JE1301
 JE1301.The modeled gravity was interpolated from observed gravity values.
 JE1301
 JE1301;                    North         East    Units  Estimated Accuracy
 JE1301;SPC KS S     -   622,840.      643,040.      MT  (+/- 180 meters Scaled)
 JE1301
 JE1301                          SUPERSEDED SURVEY CONTROL
 JE1301
 JE1301  NGVD 29 (??/??/92)  340.605  (m)         1117.47   (f) ADJ UNCH    2 0
 JE1301
 JE1301.Superseded values are not recommended for survey control.
 JE1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1301.See file dsdata.txt to determine how the superseded data were derived.
 JE1301
 JE1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC643804(NAD 83)
 JE1301_MARKER: R = RIVET
 JE1301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1301_SP_SET: CULVERT
 JE1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1301
 JE1301  HISTORY     - Date     Condition        Report By
 JE1301  HISTORY     - UNK      MONUMENTED       MPRR
 JE1301  HISTORY     - 1935     GOOD             NGS
 JE1301
 JE1301                          STATION DESCRIPTION
 JE1301
 JE1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1301'1.3 MI W FROM LYNDON.
 JE1301'ALONG MO. PAC. RR. AT MP 379/39, 1 FT. E. OF W. END OF N. HEADWALL
 JE1301'OF 6 X 4 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1299 ***********************************************************************
 JE1299  DESIGNATION -  RIVET 1008
 JE1299  PID         -  JE1299
 JE1299  STATE/COUNTY-  KS/OSAGE
 JE1299  USGS QUAD   -  LYNDON NW (1965)
 JE1299
 JE1299                         *CURRENT SURVEY CONTROL
 JE1299  ___________________________________________________________________
 JE1299* NAD 83(1986)-  38 38 30.     (N)    095 43 33.     (W)     SCALED    
 JE1299* NAVD 88     -       342.314  (meters)    1123.08   (feet)  ADJUSTED  
 JE1299  ___________________________________________________________________
 JE1299  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 JE1299  DYNAMIC HT  -         342.075 (meters)    1122.29  (feet)  COMP
 JE1299  MODELED GRAV-     979,919.2   (mgal)                       NAVD 88
 JE1299
 JE1299  VERT ORDER  -  SECOND    CLASS 0
 JE1299
 JE1299.The horizontal coordinates were scaled from a topographic map and have
 JE1299.an estimated accuracy of +/- 6 seconds.
 JE1299
 JE1299.The orthometric height was determined by differential leveling
 JE1299.and adjusted by the National Geodetic Survey in June 1991..
 JE1299
 JE1299.The geoid height was determined by GEOID03.
 JE1299
 JE1299.The dynamic height is computed by dividing the NAVD 88
 JE1299.geopotential number by the normal gravity value computed on the
 JE1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1299.degrees latitude (g = 980.6199 gals.).
 JE1299
 JE1299.The modeled gravity was interpolated from observed gravity values.
 JE1299
 JE1299;                    North         East    Units  Estimated Accuracy
 JE1299;SPC KS S     -   622,800.      641,490.      MT  (+/- 180 meters Scaled)
 JE1299
 JE1299                          SUPERSEDED SURVEY CONTROL
 JE1299
 JE1299  NGVD 29 (??/??/92)  342.169  (m)         1122.60   (f) ADJ UNCH    2 0
 JE1299
 JE1299.Superseded values are not recommended for survey control.
 JE1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1299.See file dsdata.txt to determine how the superseded data were derived.
 JE1299
 JE1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC627805(NAD 83)
 JE1299_MARKER: R = RIVET
 JE1299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1299_SP_SET: CONCRETE FOUNDATION
 JE1299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1299
 JE1299  HISTORY     - Date     Condition        Report By
 JE1299  HISTORY     - UNK      MONUMENTED       MPRR
 JE1299  HISTORY     - 1935     GOOD             NGS
 JE1299
 JE1299                          STATION DESCRIPTION
 JE1299
 JE1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1299'2.3 MI W FROM LYNDON.
 JE1299'2.3 MILES W. OF LYNDON STATION ALONG MO. PAC. RR. AT MP 380/37,
 JE1299'IN N. W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL 3808, AT E.
 JE1299'SWITCH OF MADALINE SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1298 ***********************************************************************
 JE1298  DESIGNATION -  RIVET 1009
 JE1298  PID         -  JE1298
 JE1298  STATE/COUNTY-  KS/OSAGE
 JE1298  USGS QUAD   -  LYNDON NW (1965)
 JE1298
 JE1298                         *CURRENT SURVEY CONTROL
 JE1298  ___________________________________________________________________
 JE1298* NAD 83(1986)-  38 38 29.     (N)    095 44 14.     (W)     SCALED    
 JE1298* NAVD 88     -       338.131  (meters)    1109.35   (feet)  ADJUSTED  
 JE1298  ___________________________________________________________________
 JE1298  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 JE1298  DYNAMIC HT  -         337.894 (meters)    1108.57  (feet)  COMP
 JE1298  MODELED GRAV-     979,918.9   (mgal)                       NAVD 88
 JE1298
 JE1298  VERT ORDER  -  SECOND    CLASS 0
 JE1298
 JE1298.The horizontal coordinates were scaled from a topographic map and have
 JE1298.an estimated accuracy of +/- 6 seconds.
 JE1298
 JE1298.The orthometric height was determined by differential leveling
 JE1298.and adjusted by the National Geodetic Survey in June 1991..
 JE1298
 JE1298.The geoid height was determined by GEOID03.
 JE1298
 JE1298.The dynamic height is computed by dividing the NAVD 88
 JE1298.geopotential number by the normal gravity value computed on the
 JE1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1298.degrees latitude (g = 980.6199 gals.).
 JE1298
 JE1298.The modeled gravity was interpolated from observed gravity values.
 JE1298
 JE1298;                    North         East    Units  Estimated Accuracy
 JE1298;SPC KS S     -   622,740.      640,500.      MT  (+/- 180 meters Scaled)
 JE1298
 JE1298                          SUPERSEDED SURVEY CONTROL
 JE1298
 JE1298  NGVD 29 (??/??/92)  337.986  (m)         1108.88   (f) ADJ UNCH    2 0
 JE1298
 JE1298.Superseded values are not recommended for survey control.
 JE1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1298.See file dsdata.txt to determine how the superseded data were derived.
 JE1298
 JE1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC617805(NAD 83)
 JE1298_MARKER: R = RIVET
 JE1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1298_SP_SET: CONCRETE FOUNDATION
 JE1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1298
 JE1298  HISTORY     - Date     Condition        Report By
 JE1298  HISTORY     - UNK      MONUMENTED       MPRR
 JE1298  HISTORY     - 1935     GOOD             NGS
 JE1298
 JE1298                          STATION DESCRIPTION
 JE1298
 JE1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1298'2.9 MI W FROM LYNDON.
 JE1298'2.9 MILES W. OF LYNDON STATION ALONG MO. PAC. RR. AT MP 381/22
 JE1298'IN N.W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL 3816 AT W.
 JE1298'END OF MADALINE SIDING AT CROSSING WITH ABANDONED SANTA FE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1296 ***********************************************************************
 JE1296  DESIGNATION -  RIVET 1010
 JE1296  PID         -  JE1296
 JE1296  STATE/COUNTY-  KS/OSAGE
 JE1296  USGS QUAD   -  LYNDON NW (1965)
 JE1296
 JE1296                         *CURRENT SURVEY CONTROL
 JE1296  ___________________________________________________________________
 JE1296* NAD 83(1986)-  38 38 29.     (N)    095 44 54.     (W)     SCALED    
 JE1296* NAVD 88     -       333.370  (meters)    1093.73   (feet)  ADJUSTED  
 JE1296  ___________________________________________________________________
 JE1296  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 JE1296  DYNAMIC HT  -         333.137 (meters)    1092.97  (feet)  COMP
 JE1296  MODELED GRAV-     979,918.6   (mgal)                       NAVD 88
 JE1296
 JE1296  VERT ORDER  -  SECOND    CLASS 0
 JE1296
 JE1296.The horizontal coordinates were scaled from a topographic map and have
 JE1296.an estimated accuracy of +/- 6 seconds.
 JE1296
 JE1296.The orthometric height was determined by differential leveling
 JE1296.and adjusted by the National Geodetic Survey in June 1991..
 JE1296
 JE1296.The geoid height was determined by GEOID03.
 JE1296
 JE1296.The dynamic height is computed by dividing the NAVD 88
 JE1296.geopotential number by the normal gravity value computed on the
 JE1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1296.degrees latitude (g = 980.6199 gals.).
 JE1296
 JE1296.The modeled gravity was interpolated from observed gravity values.
 JE1296
 JE1296;                    North         East    Units  Estimated Accuracy
 JE1296;SPC KS S     -   622,710.      639,540.      MT  (+/- 180 meters Scaled)
 JE1296
 JE1296                          SUPERSEDED SURVEY CONTROL
 JE1296
 JE1296  NGVD 29 (??/??/92)  333.225  (m)         1093.26   (f) ADJ UNCH    2 0
 JE1296
 JE1296.Superseded values are not recommended for survey control.
 JE1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1296.See file dsdata.txt to determine how the superseded data were derived.
 JE1296
 JE1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC608805(NAD 83)
 JE1296_MARKER: R = RIVET
 JE1296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1296_SP_SET: CULVERT
 JE1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1296
 JE1296  HISTORY     - Date     Condition        Report By
 JE1296  HISTORY     - UNK      MONUMENTED       MPRR
 JE1296  HISTORY     - 1935     GOOD             NGS
 JE1296
 JE1296                          STATION DESCRIPTION
 JE1296
 JE1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1296'3.5 MI W FROM LYNDON.
 JE1296'3.5 MILES W. OF LYNDON STATION ALONG MO. PAC. RR. AT MP 382/05,
 JE1296'1 FT. E. OF W. END OF N. HEADWALL OF 3 X 2 CONC. CULVERT, 80 YDS.
 JE1296'W. OF D 230.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1295 ***********************************************************************
 JE1295  DESIGNATION -  RIVET 1011
 JE1295  PID         -  JE1295
 JE1295  STATE/COUNTY-  KS/OSAGE
 JE1295  USGS QUAD   -  OSAGE CITY (1971)
 JE1295
 JE1295                         *CURRENT SURVEY CONTROL
 JE1295  ___________________________________________________________________
 JE1295* NAD 83(1986)-  38 38 29.     (N)    095 45 52.     (W)     SCALED    
 JE1295* NAVD 88     -       334.073  (meters)    1096.04   (feet)  ADJUSTED  
 JE1295  ___________________________________________________________________
 JE1295  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 JE1295  DYNAMIC HT  -         333.839 (meters)    1095.27  (feet)  COMP
 JE1295  MODELED GRAV-     979,918.2   (mgal)                       NAVD 88
 JE1295
 JE1295  VERT ORDER  -  SECOND    CLASS 0
 JE1295
 JE1295.The horizontal coordinates were scaled from a topographic map and have
 JE1295.an estimated accuracy of +/- 6 seconds.
 JE1295
 JE1295.The orthometric height was determined by differential leveling
 JE1295.and adjusted by the National Geodetic Survey in June 1991..
 JE1295
 JE1295.The geoid height was determined by GEOID03.
 JE1295
 JE1295.The dynamic height is computed by dividing the NAVD 88
 JE1295.geopotential number by the normal gravity value computed on the
 JE1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1295.degrees latitude (g = 980.6199 gals.).
 JE1295
 JE1295.The modeled gravity was interpolated from observed gravity values.
 JE1295
 JE1295;                    North         East    Units  Estimated Accuracy
 JE1295;SPC KS S     -   622,670.      638,130.      MT  (+/- 180 meters Scaled)
 JE1295
 JE1295                          SUPERSEDED SURVEY CONTROL
 JE1295
 JE1295  NGVD 29 (??/??/92)  333.928  (m)         1095.56   (f) ADJ UNCH    2 0
 JE1295
 JE1295.Superseded values are not recommended for survey control.
 JE1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1295.See file dsdata.txt to determine how the superseded data were derived.
 JE1295
 JE1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC593806(NAD 83)
 JE1295_MARKER: R = RIVET
 JE1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1295_SP_SET: CONCRETE FOUNDATION
 JE1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1295
 JE1295  HISTORY     - Date     Condition        Report By
 JE1295  HISTORY     - UNK      MONUMENTED       MPRR
 JE1295  HISTORY     - 1935     GOOD             NGS
 JE1295
 JE1295                          STATION DESCRIPTION
 JE1295
 JE1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1295'3.5 MI E FROM OSAGE CITY.
 JE1295'3.5 MILES E. OF OSAGE CITY STATION ALONG MO. PAC. RR. AT MP 383
 JE1295'IN N. W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL 3828.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1294 ***********************************************************************
 JE1294  DESIGNATION -  RIVET 1012
 JE1294  PID         -  JE1294
 JE1294  STATE/COUNTY-  KS/OSAGE
 JE1294  USGS QUAD   -  OSAGE CITY (1971)
 JE1294
 JE1294                         *CURRENT SURVEY CONTROL
 JE1294  ___________________________________________________________________
 JE1294* NAD 83(1986)-  38 38 29.     (N)    095 46 26.     (W)     SCALED    
 JE1294* NAVD 88     -       329.937  (meters)    1082.47   (feet)  ADJUSTED  
 JE1294  ___________________________________________________________________
 JE1294  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 JE1294  DYNAMIC HT  -         329.706 (meters)    1081.71  (feet)  COMP
 JE1294  MODELED GRAV-     979,918.0   (mgal)                       NAVD 88
 JE1294
 JE1294  VERT ORDER  -  SECOND    CLASS 0
 JE1294
 JE1294.The horizontal coordinates were scaled from a topographic map and have
 JE1294.an estimated accuracy of +/- 6 seconds.
 JE1294
 JE1294.The orthometric height was determined by differential leveling
 JE1294.and adjusted by the National Geodetic Survey in June 1991..
 JE1294
 JE1294.The geoid height was determined by GEOID03.
 JE1294
 JE1294.The dynamic height is computed by dividing the NAVD 88
 JE1294.geopotential number by the normal gravity value computed on the
 JE1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1294.degrees latitude (g = 980.6199 gals.).
 JE1294
 JE1294.The modeled gravity was interpolated from observed gravity values.
 JE1294
 JE1294;                    North         East    Units  Estimated Accuracy
 JE1294;SPC KS S     -   622,640.      637,310.      MT  (+/- 180 meters Scaled)
 JE1294
 JE1294                          SUPERSEDED SURVEY CONTROL
 JE1294
 JE1294  NGVD 29 (??/??/92)  329.792  (m)         1081.99   (f) ADJ UNCH    2 0
 JE1294
 JE1294.Superseded values are not recommended for survey control.
 JE1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1294.See file dsdata.txt to determine how the superseded data were derived.
 JE1294
 JE1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC585806(NAD 83)
 JE1294_MARKER: R = RIVET
 JE1294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1294_SP_SET: CULVERT
 JE1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1294
 JE1294  HISTORY     - Date     Condition        Report By
 JE1294  HISTORY     - UNK      MONUMENTED       MPRR
 JE1294  HISTORY     - 1935     GOOD             NGS
 JE1294
 JE1294                          STATION DESCRIPTION
 JE1294
 JE1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1294'2.9 MI E FROM OSAGE CITY.
 JE1294'ALONG MO. PAC. RR. AT MP 383/22, 1 FT. E. OF W. END OF N. HEADWALL
 JE1294'OF DOUBLE 8 X 12 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1292 ***********************************************************************
 JE1292  DESIGNATION -  RIVET 1013
 JE1292  PID         -  JE1292
 JE1292  STATE/COUNTY-  KS/OSAGE
 JE1292  USGS QUAD   -  OSAGE CITY (1971)
 JE1292
 JE1292                         *CURRENT SURVEY CONTROL
 JE1292  ___________________________________________________________________
 JE1292* NAD 83(1986)-  38 38 29.     (N)    095 47 10.     (W)     SCALED    
 JE1292* NAVD 88     -       337.212  (meters)    1106.34   (feet)  ADJUSTED  
 JE1292  ___________________________________________________________________
 JE1292  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 JE1292  DYNAMIC HT  -         336.976 (meters)    1105.56  (feet)  COMP
 JE1292  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 JE1292
 JE1292  VERT ORDER  -  SECOND    CLASS 0
 JE1292
 JE1292.The horizontal coordinates were scaled from a topographic map and have
 JE1292.an estimated accuracy of +/- 6 seconds.
 JE1292
 JE1292.The orthometric height was determined by differential leveling
 JE1292.and adjusted by the National Geodetic Survey in June 1991..
 JE1292
 JE1292.The geoid height was determined by GEOID03.
 JE1292
 JE1292.The dynamic height is computed by dividing the NAVD 88
 JE1292.geopotential number by the normal gravity value computed on the
 JE1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1292.degrees latitude (g = 980.6199 gals.).
 JE1292
 JE1292.The modeled gravity was interpolated from observed gravity values.
 JE1292
 JE1292;                    North         East    Units  Estimated Accuracy
 JE1292;SPC KS S     -   622,610.      636,250.      MT  (+/- 180 meters Scaled)
 JE1292
 JE1292                          SUPERSEDED SURVEY CONTROL
 JE1292
 JE1292  NGVD 29 (??/??/92)  337.067  (m)         1105.86   (f) ADJ UNCH    2 0
 JE1292
 JE1292.Superseded values are not recommended for survey control.
 JE1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1292.See file dsdata.txt to determine how the superseded data were derived.
 JE1292
 JE1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC575806(NAD 83)
 JE1292_MARKER: R = RIVET
 JE1292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1292_SP_SET: CULVERT
 JE1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1292
 JE1292  HISTORY     - Date     Condition        Report By
 JE1292  HISTORY     - UNK      MONUMENTED       MPRR
 JE1292  HISTORY     - 1935     GOOD             NGS
 JE1292
 JE1292                          STATION DESCRIPTION
 JE1292
 JE1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1292'2.2 MI E FROM OSAGE CITY.
 JE1292'2.2 MILES E. OF OSAGE CITY ALONG MO. PAC. RR. AT MP 384/08, 1 FT.
 JE1292'E. OF W. END OF N. HEADWALL OF 6 X 6 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1291 ***********************************************************************
 JE1291  DESIGNATION -  RIVET 1014
 JE1291  PID         -  JE1291
 JE1291  STATE/COUNTY-  KS/OSAGE
 JE1291  USGS QUAD   -  OSAGE CITY (1971)
 JE1291
 JE1291                         *CURRENT SURVEY CONTROL
 JE1291  ___________________________________________________________________
 JE1291* NAD 83(1986)-  38 38 20.     (N)    095 48 05.     (W)     SCALED    
 JE1291* NAVD 88     -       333.523  (meters)    1094.23   (feet)  ADJUSTED  
 JE1291  ___________________________________________________________________
 JE1291  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 JE1291  DYNAMIC HT  -         333.289 (meters)    1093.47  (feet)  COMP
 JE1291  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 JE1291
 JE1291  VERT ORDER  -  SECOND    CLASS 0
 JE1291
 JE1291.The horizontal coordinates were scaled from a topographic map and have
 JE1291.an estimated accuracy of +/- 6 seconds.
 JE1291
 JE1291.The orthometric height was determined by differential leveling
 JE1291.and adjusted by the National Geodetic Survey in June 1991..
 JE1291
 JE1291.The geoid height was determined by GEOID03.
 JE1291
 JE1291.The dynamic height is computed by dividing the NAVD 88
 JE1291.geopotential number by the normal gravity value computed on the
 JE1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1291.degrees latitude (g = 980.6199 gals.).
 JE1291
 JE1291.The modeled gravity was interpolated from observed gravity values.
 JE1291
 JE1291;                    North         East    Units  Estimated Accuracy
 JE1291;SPC KS S     -   622,300.      634,930.      MT  (+/- 180 meters Scaled)
 JE1291
 JE1291                          SUPERSEDED SURVEY CONTROL
 JE1291
 JE1291  NGVD 29 (??/??/92)  333.377  (m)         1093.75   (f) ADJ UNCH    2 0
 JE1291
 JE1291.Superseded values are not recommended for survey control.
 JE1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1291.See file dsdata.txt to determine how the superseded data were derived.
 JE1291
 JE1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC561804(NAD 83)
 JE1291_MARKER: R = RIVET
 JE1291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1291_SP_SET: CONCRETE BASE
 JE1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1291
 JE1291  HISTORY     - Date     Condition        Report By
 JE1291  HISTORY     - UNK      MONUMENTED       MPRR
 JE1291  HISTORY     - 1935     GOOD             NGS
 JE1291
 JE1291                          STATION DESCRIPTION
 JE1291
 JE1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1291'1.4 MI E FROM OSAGE CITY.
 JE1291'1.4 MILES E. OF OSAGE CITY STATION ALONG MO. PAC. RR. AT MP
 JE1291'385/01 IN N.W. CORNER OF CONC. BASE OF BLOCK SIGNAL 3850.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1290 ***********************************************************************
 JE1290  DESIGNATION -  RIVET 1015
 JE1290  PID         -  JE1290
 JE1290  STATE/COUNTY-  KS/OSAGE
 JE1290  USGS QUAD   -  OSAGE CITY (1971)
 JE1290
 JE1290                         *CURRENT SURVEY CONTROL
 JE1290  ___________________________________________________________________
 JE1290* NAD 83(1986)-  38 38 20.     (N)    095 48 54.     (W)     SCALED    
 JE1290* NAVD 88     -       328.209  (meters)    1076.80   (feet)  ADJUSTED  
 JE1290  ___________________________________________________________________
 JE1290  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 JE1290  DYNAMIC HT  -         327.979 (meters)    1076.04  (feet)  COMP
 JE1290  MODELED GRAV-     979,917.2   (mgal)                       NAVD 88
 JE1290
 JE1290  VERT ORDER  -  SECOND    CLASS 0
 JE1290
 JE1290.The horizontal coordinates were scaled from a topographic map and have
 JE1290.an estimated accuracy of +/- 6 seconds.
 JE1290
 JE1290.The orthometric height was determined by differential leveling
 JE1290.and adjusted by the National Geodetic Survey in June 1991..
 JE1290
 JE1290.The geoid height was determined by GEOID03.
 JE1290
 JE1290.The dynamic height is computed by dividing the NAVD 88
 JE1290.geopotential number by the normal gravity value computed on the
 JE1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1290.degrees latitude (g = 980.6199 gals.).
 JE1290
 JE1290.The modeled gravity was interpolated from observed gravity values.
 JE1290
 JE1290;                    North         East    Units  Estimated Accuracy
 JE1290;SPC KS S     -   622,260.      633,740.      MT  (+/- 180 meters Scaled)
 JE1290
 JE1290                          SUPERSEDED SURVEY CONTROL
 JE1290
 JE1290  NGVD 29 (??/??/92)  328.064  (m)         1076.32   (f) ADJ UNCH    2 0
 JE1290
 JE1290.Superseded values are not recommended for survey control.
 JE1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1290.See file dsdata.txt to determine how the superseded data were derived.
 JE1290
 JE1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC549804(NAD 83)
 JE1290_MARKER: R = RIVET
 JE1290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1290_SP_SET: CULVERT
 JE1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1290
 JE1290  HISTORY     - Date     Condition        Report By
 JE1290  HISTORY     - UNK      MONUMENTED       MPRR
 JE1290  HISTORY     - 1935     GOOD             NGS
 JE1290
 JE1290                          STATION DESCRIPTION
 JE1290
 JE1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1290'0.7 MI E FROM OSAGE CITY.
 JE1290'ALONG MO. PAC. RR. AT MP 385/31, 1 FT. E. OF W. END OF N. HEADWALL
 JE1290'OF 3 X 5 CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1285 ***********************************************************************
 JE1285  DESIGNATION -  RIVET 1016
 JE1285  PID         -  JE1285
 JE1285  STATE/COUNTY-  KS/OSAGE
 JE1285  USGS QUAD   -  OSAGE CITY (1971)
 JE1285
 JE1285                         *CURRENT SURVEY CONTROL
 JE1285  ___________________________________________________________________
 JE1285* NAD 83(1986)-  38 38 19.     (N)    095 49 30.     (W)     SCALED    
 JE1285* NAVD 88     -       330.292  (meters)    1083.63   (feet)  ADJUSTED  
 JE1285  ___________________________________________________________________
 JE1285  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 JE1285  DYNAMIC HT  -         330.060 (meters)    1082.87  (feet)  COMP
 JE1285  MODELED GRAV-     979,917.1   (mgal)                       NAVD 88
 JE1285
 JE1285  VERT ORDER  -  SECOND    CLASS 0
 JE1285
 JE1285.The horizontal coordinates were scaled from a topographic map and have
 JE1285.an estimated accuracy of +/- 6 seconds.
 JE1285
 JE1285.The orthometric height was determined by differential leveling
 JE1285.and adjusted by the National Geodetic Survey in June 1991..
 JE1285
 JE1285.The geoid height was determined by GEOID03.
 JE1285
 JE1285.The dynamic height is computed by dividing the NAVD 88
 JE1285.geopotential number by the normal gravity value computed on the
 JE1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1285.degrees latitude (g = 980.6199 gals.).
 JE1285
 JE1285.The modeled gravity was interpolated from observed gravity values.
 JE1285
 JE1285;                    North         East    Units  Estimated Accuracy
 JE1285;SPC KS S     -   622,210.      632,870.      MT  (+/- 180 meters Scaled)
 JE1285
 JE1285                          SUPERSEDED SURVEY CONTROL
 JE1285
 JE1285  NGVD 29 (??/??/92)  330.146  (m)         1083.15   (f) ADJ UNCH    2 0
 JE1285
 JE1285.Superseded values are not recommended for survey control.
 JE1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1285.See file dsdata.txt to determine how the superseded data were derived.
 JE1285
 JE1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC541804(NAD 83)
 JE1285_MARKER: R = RIVET
 JE1285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1285_SP_SET: CONCRETE FOUNDATION
 JE1285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1285
 JE1285  HISTORY     - Date     Condition        Report By
 JE1285  HISTORY     - UNK      MONUMENTED       MPRR
 JE1285  HISTORY     - 1934     GOOD             NGS
 JE1285
 JE1285                          STATION DESCRIPTION
 JE1285
 JE1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1285'IN OSAGE CITY.
 JE1285'IN OSAGE CITY, ALONG MO. PAC. RR. AT MP 386/13 IN N.W. CORNER
 JE1285'OF CONC. FOUNDATION OF BLOCK SIGNAL 3862, 150 YDS. W. OF SANTA
 JE1285'FE CROSSING AND 275 YDS. E. OF OSAGE CITY STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1284 ***********************************************************************
 JE1284  DESIGNATION -  RIVET 1017
 JE1284  PID         -  JE1284
 JE1284  STATE/COUNTY-  KS/OSAGE
 JE1284  USGS QUAD   -  OSAGE CITY (1971)
 JE1284
 JE1284                         *CURRENT SURVEY CONTROL
 JE1284  ___________________________________________________________________
 JE1284* NAD 83(1986)-  38 38 19.     (N)    095 49 49.     (W)     SCALED    
 JE1284* NAVD 88     -       331.982  (meters)    1089.18   (feet)  ADJUSTED  
 JE1284  ___________________________________________________________________
 JE1284  GEOID HEIGHT-         -31.09  (meters)                     GEOID03
 JE1284  DYNAMIC HT  -         331.749 (meters)    1088.41  (feet)  COMP
 JE1284  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 JE1284
 JE1284  VERT ORDER  -  SECOND    CLASS 0
 JE1284
 JE1284.The horizontal coordinates were scaled from a topographic map and have
 JE1284.an estimated accuracy of +/- 6 seconds.
 JE1284
 JE1284.The orthometric height was determined by differential leveling
 JE1284.and adjusted by the National Geodetic Survey in June 1991..
 JE1284
 JE1284.The geoid height was determined by GEOID03.
 JE1284
 JE1284.The dynamic height is computed by dividing the NAVD 88
 JE1284.geopotential number by the normal gravity value computed on the
 JE1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1284.degrees latitude (g = 980.6199 gals.).
 JE1284
 JE1284.The modeled gravity was interpolated from observed gravity values.
 JE1284
 JE1284;                    North         East    Units  Estimated Accuracy
 JE1284;SPC KS S     -   622,190.      632,410.      MT  (+/- 180 meters Scaled)
 JE1284
 JE1284                          SUPERSEDED SURVEY CONTROL
 JE1284
 JE1284  NGVD 29 (??/??/92)  331.836  (m)         1088.70   (f) ADJ UNCH    2 0
 JE1284
 JE1284.Superseded values are not recommended for survey control.
 JE1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1284.See file dsdata.txt to determine how the superseded data were derived.
 JE1284
 JE1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC536804(NAD 83)
 JE1284_MARKER: R = RIVET
 JE1284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1284_SP_SET: CONCRETE FOUNDATION
 JE1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1284
 JE1284  HISTORY     - Date     Condition        Report By
 JE1284  HISTORY     - UNK      MONUMENTED       MPRR
 JE1284  HISTORY     - 1934     GOOD             NGS
 JE1284  HISTORY     - 1951     GOOD             NGS
 JE1284
 JE1284                          STATION DESCRIPTION
 JE1284
 JE1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1284'IN OSAGE CITY.
 JE1284'IN OSAGE CITY ALONG MO. PAC. RR. AT MP 386/25 IN N.W. CORNER OF
 JE1284'CONC. FOUNDATION OF WATER SPOUT, 150 YDS. W. OF OSAGE CITY STATION.
 JE1284
 JE1284                          STATION RECOVERY (1951)
 JE1284
 JE1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JE1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1283 ***********************************************************************
 JE1283  DESIGNATION -  RIVET 1018
 JE1283  PID         -  JE1283
 JE1283  STATE/COUNTY-  KS/OSAGE
 JE1283  USGS QUAD   -  OSAGE CITY (1971)
 JE1283
 JE1283                         *CURRENT SURVEY CONTROL
 JE1283  ___________________________________________________________________
 JE1283* NAD 83(1986)-  38 38 19.     (N)    095 50 20.     (W)     SCALED    
 JE1283* NAVD 88     -       332.977  (meters)    1092.44   (feet)  ADJUSTED  
 JE1283  ___________________________________________________________________
 JE1283  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 JE1283  DYNAMIC HT  -         332.743 (meters)    1091.67  (feet)  COMP
 JE1283  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 JE1283
 JE1283  VERT ORDER  -  SECOND    CLASS 0
 JE1283
 JE1283.The horizontal coordinates were scaled from a topographic map and have
 JE1283.an estimated accuracy of +/- 6 seconds.
 JE1283
 JE1283.The orthometric height was determined by differential leveling
 JE1283.and adjusted by the National Geodetic Survey in June 1991..
 JE1283
 JE1283.The geoid height was determined by GEOID03.
 JE1283
 JE1283.The dynamic height is computed by dividing the NAVD 88
 JE1283.geopotential number by the normal gravity value computed on the
 JE1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1283.degrees latitude (g = 980.6199 gals.).
 JE1283
 JE1283.The modeled gravity was interpolated from observed gravity values.
 JE1283
 JE1283;                    North         East    Units  Estimated Accuracy
 JE1283;SPC KS S     -   622,170.      631,660.      MT  (+/- 180 meters Scaled)
 JE1283
 JE1283                          SUPERSEDED SURVEY CONTROL
 JE1283
 JE1283  NGVD 29 (??/??/92)  332.831  (m)         1091.96   (f) ADJ UNCH    2 0
 JE1283
 JE1283.Superseded values are not recommended for survey control.
 JE1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1283.See file dsdata.txt to determine how the superseded data were derived.
 JE1283
 JE1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC529804(NAD 83)
 JE1283_MARKER: R = RIVET
 JE1283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1283_SP_SET: CONCRETE FOUNDATION
 JE1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1283
 JE1283  HISTORY     - Date     Condition        Report By
 JE1283  HISTORY     - UNK      MONUMENTED       MPRR
 JE1283  HISTORY     - 1934     GOOD             NGS
 JE1283
 JE1283                          STATION DESCRIPTION
 JE1283
 JE1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1283'0.5 MI W FROM OSAGE CITY.
 JE1283'1/2 MILE W. OF OSAGE CITY STATION ALONG MO. PAC. RR. AT MP
 JE1283'387/02, 8 INCHES N. OF S.W. CORNER OF CONC. FOUNDATION OF RELAY
 JE1283'CASE AT KANSAS HIGHWAY NO. 31 CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1282 ***********************************************************************
 JE1282  DESIGNATION -  RIVET 1019
 JE1282  PID         -  JE1282
 JE1282  STATE/COUNTY-  KS/OSAGE
 JE1282  USGS QUAD   -  OSAGE CITY (1971)
 JE1282
 JE1282                         *CURRENT SURVEY CONTROL
 JE1282  ___________________________________________________________________
 JE1282* NAD 83(1986)-  38 38 20.     (N)    095 50 51.     (W)     SCALED    
 JE1282* NAVD 88     -       332.023  (meters)    1089.31   (feet)  ADJUSTED  
 JE1282  ___________________________________________________________________
 JE1282  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 JE1282  DYNAMIC HT  -         331.790 (meters)    1088.55  (feet)  COMP
 JE1282  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 JE1282
 JE1282  VERT ORDER  -  SECOND    CLASS 0
 JE1282
 JE1282.The horizontal coordinates were scaled from a topographic map and have
 JE1282.an estimated accuracy of +/- 6 seconds.
 JE1282
 JE1282.The orthometric height was determined by differential leveling
 JE1282.and adjusted by the National Geodetic Survey in June 1991..
 JE1282
 JE1282.The geoid height was determined by GEOID03.
 JE1282
 JE1282.The dynamic height is computed by dividing the NAVD 88
 JE1282.geopotential number by the normal gravity value computed on the
 JE1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1282.degrees latitude (g = 980.6199 gals.).
 JE1282
 JE1282.The modeled gravity was interpolated from observed gravity values.
 JE1282
 JE1282;                    North         East    Units  Estimated Accuracy
 JE1282;SPC KS S     -   622,180.      630,910.      MT  (+/- 180 meters Scaled)
 JE1282
 JE1282                          SUPERSEDED SURVEY CONTROL
 JE1282
 JE1282  NGVD 29 (??/??/92)  331.879  (m)         1088.84   (f) ADJ UNCH    2 0
 JE1282
 JE1282.Superseded values are not recommended for survey control.
 JE1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1282.See file dsdata.txt to determine how the superseded data were derived.
 JE1282
 JE1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC521805(NAD 83)
 JE1282_MARKER: R = RIVET
 JE1282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1282_SP_SET: CONCRETE FOUNDATION
 JE1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1282
 JE1282  HISTORY     - Date     Condition        Report By
 JE1282  HISTORY     - UNK      MONUMENTED       MPRR
 JE1282  HISTORY     - 1934     GOOD             NGS
 JE1282
 JE1282                          STATION DESCRIPTION
 JE1282
 JE1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JE1282'1.1 MI W FROM OSAGE CITY.
 JE1282'ALONG MO. PAC. RR. AT MP 387/23 IN N.W. CORNER OF CONC.
 JE1282'FOUNDATION OF BLOCK SIGNAL 3876, 100 YDS. W. OF RY. WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1280 ***********************************************************************
 JE1280  DESIGNATION -  RIVET 1022
 JE1280  PID         -  JE1280
 JE1280  STATE/COUNTY-  KS/OSAGE
 JE1280  USGS QUAD   -  MILLER (1971)
 JE1280
 JE1280                         *CURRENT SURVEY CONTROL
 JE1280  ___________________________________________________________________
 JE1280* NAD 83(1986)-  38 38 28.     (N)    095 52 58.     (W)     SCALED    
 JE1280* NAVD 88     -       330.406  (meters)    1084.01   (feet)  ADJUSTED  
 JE1280  ___________________________________________________________________
 JE1280  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 JE1280  DYNAMIC HT  -         330.174 (meters)    1083.25  (feet)  COMP
 JE1280  MODELED GRAV-     979,917.0   (mgal)                       NAVD 88
 JE1280
 JE1280  VERT ORDER  -  SECOND    CLASS 0
 JE1280
 JE1280.The horizontal coordinates were scaled from a topographic map and have
 JE1280.an estimated accuracy of +/- 6 seconds.
 JE1280
 JE1280.The orthometric height was determined by differential leveling
 JE1280.and adjusted by the National Geodetic Survey in June 1991..
 JE1280
 JE1280.The geoid height was determined by GEOID03.
 JE1280
 JE1280.The dynamic height is computed by dividing the NAVD 88
 JE1280.geopotential number by the normal gravity value computed on the
 JE1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1280.degrees latitude (g = 980.6199 gals.).
 JE1280
 JE1280.The modeled gravity was interpolated from observed gravity values.
 JE1280
 JE1280;                    North         East    Units  Estimated Accuracy
 JE1280;SPC KS S     -   622,340.      627,840.      MT  (+/- 180 meters Scaled)
 JE1280
 JE1280                          SUPERSEDED SURVEY CONTROL
 JE1280
 JE1280  NGVD 29 (??/??/92)  330.260  (m)         1083.53   (f) ADJ UNCH    2 0
 JE1280
 JE1280.Superseded values are not recommended for survey control.
 JE1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1280.See file dsdata.txt to determine how the superseded data were derived.
 JE1280
 JE1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC490808(NAD 83)
 JE1280_MARKER: R = RIVET
 JE1280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1280_SP_SET: CULVERT
 JE1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1280
 JE1280  HISTORY     - Date     Condition        Report By
 JE1280  HISTORY     - UNK      MONUMENTED       MPRR
 JE1280  HISTORY     - 1935     GOOD             NGS
 JE1280
 JE1280                          STATION DESCRIPTION
 JE1280
 JE1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1280'3 MI W FROM OSAGE CITY.
 JE1280'3.0 MILES W. OF OSAGE CITY STATION ALONG MO. PAC. RR. AT MP
 JE1280'389/20, 18 INCHES E. OF W. END OF N. HEADWALL OF DOUBLE 9 X 10
 JE1280'CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1279 ***********************************************************************
 JE1279  DESIGNATION -  RIVET 1023
 JE1279  PID         -  JE1279
 JE1279  STATE/COUNTY-  KS/OSAGE
 JE1279  USGS QUAD   -  MILLER (1971)
 JE1279
 JE1279                         *CURRENT SURVEY CONTROL
 JE1279  ___________________________________________________________________
 JE1279* NAD 83(1986)-  38 38 36.     (N)    095 54 10.     (W)     SCALED    
 JE1279* NAVD 88     -       340.211  (meters)    1116.18   (feet)  ADJUSTED  
 JE1279  ___________________________________________________________________
 JE1279  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 JE1279  DYNAMIC HT  -         339.972 (meters)    1115.39  (feet)  COMP
 JE1279  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 JE1279
 JE1279  VERT ORDER  -  SECOND    CLASS 0
 JE1279
 JE1279.The horizontal coordinates were scaled from a topographic map and have
 JE1279.an estimated accuracy of +/- 6 seconds.
 JE1279
 JE1279.The orthometric height was determined by differential leveling
 JE1279.and adjusted by the National Geodetic Survey in June 1991..
 JE1279
 JE1279.The geoid height was determined by GEOID03.
 JE1279
 JE1279.The dynamic height is computed by dividing the NAVD 88
 JE1279.geopotential number by the normal gravity value computed on the
 JE1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1279.degrees latitude (g = 980.6199 gals.).
 JE1279
 JE1279.The modeled gravity was interpolated from observed gravity values.
 JE1279
 JE1279;                    North         East    Units  Estimated Accuracy
 JE1279;SPC KS S     -   622,540.      626,090.      MT  (+/- 180 meters Scaled)
 JE1279
 JE1279                          SUPERSEDED SURVEY CONTROL
 JE1279
 JE1279  NGVD 29 (??/??/92)  340.065  (m)         1115.70   (f) ADJ UNCH    2 0
 JE1279
 JE1279.Superseded values are not recommended for survey control.
 JE1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1279.See file dsdata.txt to determine how the superseded data were derived.
 JE1279
 JE1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC473811(NAD 83)
 JE1279_MARKER: R = RIVET
 JE1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1279_SP_SET: CULVERT
 JE1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1279
 JE1279  HISTORY     - Date     Condition        Report By
 JE1279  HISTORY     - UNK      MONUMENTED       MPRR
 JE1279  HISTORY     - 1935     GOOD             NGS
 JE1279
 JE1279                          STATION DESCRIPTION
 JE1279
 JE1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1279'4.1 MI W FROM OSAGE CITY.
 JE1279'4.1 MILES W. OF OSAGE CITY STATION ALONG MO. PAC. RR. AT MP
 JE1279'390/22, 1 FT. E. OF W. END OF N. HEADWALL OF 4 X 6 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1277 ***********************************************************************
 JE1277  DESIGNATION -  RIVET 1024
 JE1277  PID         -  JE1277
 JE1277  STATE/COUNTY-  KS/OSAGE
 JE1277  USGS QUAD   -  MILLER (1971)
 JE1277
 JE1277                         *CURRENT SURVEY CONTROL
 JE1277  ___________________________________________________________________
 JE1277* NAD 83(1986)-  38 38 42.     (N)    095 54 47.     (W)     SCALED    
 JE1277* NAVD 88     -       340.925  (meters)    1118.52   (feet)  ADJUSTED  
 JE1277  ___________________________________________________________________
 JE1277  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 JE1277  DYNAMIC HT  -         340.686 (meters)    1117.73  (feet)  COMP
 JE1277  MODELED GRAV-     979,917.6   (mgal)                       NAVD 88
 JE1277
 JE1277  VERT ORDER  -  SECOND    CLASS 0
 JE1277
 JE1277.The horizontal coordinates were scaled from a topographic map and have
 JE1277.an estimated accuracy of +/- 6 seconds.
 JE1277
 JE1277.The orthometric height was determined by differential leveling
 JE1277.and adjusted by the National Geodetic Survey in June 1991..
 JE1277
 JE1277.The geoid height was determined by GEOID03.
 JE1277
 JE1277.The dynamic height is computed by dividing the NAVD 88
 JE1277.geopotential number by the normal gravity value computed on the
 JE1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1277.degrees latitude (g = 980.6199 gals.).
 JE1277
 JE1277.The modeled gravity was interpolated from observed gravity values.
 JE1277
 JE1277;                    North         East    Units  Estimated Accuracy
 JE1277;SPC KS S     -   622,700.      625,190.      MT  (+/- 180 meters Scaled)
 JE1277
 JE1277                          SUPERSEDED SURVEY CONTROL
 JE1277
 JE1277  NGVD 29 (??/??/92)  340.780  (m)         1118.04   (f) ADJ UNCH    2 0
 JE1277
 JE1277.Superseded values are not recommended for survey control.
 JE1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1277.See file dsdata.txt to determine how the superseded data were derived.
 JE1277
 JE1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC464814(NAD 83)
 JE1277_MARKER: R = RIVET
 JE1277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1277_SP_SET: CULVERT
 JE1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1277
 JE1277  HISTORY     - Date     Condition        Report By
 JE1277  HISTORY     - UNK      MONUMENTED       MPRR
 JE1277  HISTORY     - 1935     GOOD             NGS
 JE1277
 JE1277                          STATION DESCRIPTION
 JE1277
 JE1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1277'4.6 MI E FROM MILLER.
 JE1277'4.6 MILES E. OF MILLER STATION ALONG MO. PAC. RR. AT MP 391/06,
 JE1277'1 FT. E. OF W. END OF N. HEADWALL OF 6 X 4 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1276 ***********************************************************************
 JE1276  DESIGNATION -  RIVET 1025
 JE1276  PID         -  JE1276
 JE1276  STATE/COUNTY-  KS/OSAGE
 JE1276  USGS QUAD   -  MILLER (1971)
 JE1276
 JE1276                         *CURRENT SURVEY CONTROL
 JE1276  ___________________________________________________________________
 JE1276* NAD 83(1986)-  38 38 47.     (N)    095 55 24.     (W)     SCALED    
 JE1276* NAVD 88     -       339.222  (meters)    1112.93   (feet)  ADJUSTED  
 JE1276  ___________________________________________________________________
 JE1276  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 JE1276  DYNAMIC HT  -         338.984 (meters)    1112.15  (feet)  COMP
 JE1276  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 JE1276
 JE1276  VERT ORDER  -  SECOND    CLASS 0
 JE1276
 JE1276.The horizontal coordinates were scaled from a topographic map and have
 JE1276.an estimated accuracy of +/- 6 seconds.
 JE1276
 JE1276.The orthometric height was determined by differential leveling
 JE1276.and adjusted by the National Geodetic Survey in June 1991..
 JE1276
 JE1276.The geoid height was determined by GEOID03.
 JE1276
 JE1276.The dynamic height is computed by dividing the NAVD 88
 JE1276.geopotential number by the normal gravity value computed on the
 JE1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1276.degrees latitude (g = 980.6199 gals.).
 JE1276
 JE1276.The modeled gravity was interpolated from observed gravity values.
 JE1276
 JE1276;                    North         East    Units  Estimated Accuracy
 JE1276;SPC KS S     -   622,830.      624,290.      MT  (+/- 180 meters Scaled)
 JE1276
 JE1276                          SUPERSEDED SURVEY CONTROL
 JE1276
 JE1276  NGVD 29 (??/??/92)  339.077  (m)         1112.46   (f) ADJ UNCH    2 0
 JE1276
 JE1276.Superseded values are not recommended for survey control.
 JE1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1276.See file dsdata.txt to determine how the superseded data were derived.
 JE1276
 JE1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC455815(NAD 83)
 JE1276_MARKER: R = RIVET
 JE1276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1276_SP_SET: CULVERT
 JE1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1276
 JE1276  HISTORY     - Date     Condition        Report By
 JE1276  HISTORY     - UNK      MONUMENTED       MPRR
 JE1276  HISTORY     - 1935     GOOD             NGS
 JE1276
 JE1276                          STATION DESCRIPTION
 JE1276
 JE1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1276'4 MI E FROM MILLER.
 JE1276'4.5 MILES E. OF MILLER STATION ALONG MO. PAC. RR. AT MP 391/29,
 JE1276'1 FT. E. OF W. END OF N. HEADWALL OF 6 X 5 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1275 ***********************************************************************
 JE1275  DESIGNATION -  RIVET 1026
 JE1275  PID         -  JE1275
 JE1275  STATE/COUNTY-  KS/OSAGE
 JE1275  USGS QUAD   -  MILLER (1971)
 JE1275
 JE1275                         *CURRENT SURVEY CONTROL
 JE1275  ___________________________________________________________________
 JE1275* NAD 83(1986)-  38 38 48.     (N)    095 55 54.     (W)     SCALED    
 JE1275* NAVD 88     -       345.161  (meters)    1132.42   (feet)  ADJUSTED  
 JE1275  ___________________________________________________________________
 JE1275  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 JE1275  DYNAMIC HT  -         344.920 (meters)    1131.62  (feet)  COMP
 JE1275  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 JE1275
 JE1275  VERT ORDER  -  SECOND    CLASS 0
 JE1275
 JE1275.The horizontal coordinates were scaled from a topographic map and have
 JE1275.an estimated accuracy of +/- 6 seconds.
 JE1275
 JE1275.The orthometric height was determined by differential leveling
 JE1275.and adjusted by the National Geodetic Survey in June 1991..
 JE1275
 JE1275.The geoid height was determined by GEOID03.
 JE1275
 JE1275.The dynamic height is computed by dividing the NAVD 88
 JE1275.geopotential number by the normal gravity value computed on the
 JE1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1275.degrees latitude (g = 980.6199 gals.).
 JE1275
 JE1275.The modeled gravity was interpolated from observed gravity values.
 JE1275
 JE1275;                    North         East    Units  Estimated Accuracy
 JE1275;SPC KS S     -   622,840.      623,560.      MT  (+/- 180 meters Scaled)
 JE1275
 JE1275                          SUPERSEDED SURVEY CONTROL
 JE1275
 JE1275  NGVD 29 (??/??/92)  345.016  (m)         1131.94   (f) ADJ UNCH    2 0
 JE1275
 JE1275.Superseded values are not recommended for survey control.
 JE1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1275.See file dsdata.txt to determine how the superseded data were derived.
 JE1275
 JE1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC448816(NAD 83)
 JE1275_MARKER: R = RIVET
 JE1275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JE1275_SP_SET: OVERPASS
 JE1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JE1275
 JE1275  HISTORY     - Date     Condition        Report By
 JE1275  HISTORY     - UNK      MONUMENTED       MPRR
 JE1275  HISTORY     - 1935     GOOD             NGS
 JE1275
 JE1275                          STATION DESCRIPTION
 JE1275
 JE1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1275'3.6 MI E FROM MILLER.
 JE1275'3.6 MILES E. OF MILLER STATION ALONG MO. PAC. RR. AT MP 392/06,
 JE1275'6 INCHES S. OF N. END OF W. ABUTMENT OF CONC. OVERPASS 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1273 ***********************************************************************
 JE1273  DESIGNATION -  RIVET 1027
 JE1273  PID         -  JE1273
 JE1273  STATE/COUNTY-  KS/OSAGE
 JE1273  USGS QUAD   -  MILLER (1971)
 JE1273
 JE1273                         *CURRENT SURVEY CONTROL
 JE1273  ___________________________________________________________________
 JE1273* NAD 83(1986)-  38 38 27.     (N)    095 56 48.     (W)     SCALED    
 JE1273* NAVD 88     -       356.577  (meters)    1169.87   (feet)  ADJUSTED  
 JE1273  ___________________________________________________________________
 JE1273  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 JE1273  DYNAMIC HT  -         356.327 (meters)    1169.05  (feet)  COMP
 JE1273  MODELED GRAV-     979,916.9   (mgal)                       NAVD 88
 JE1273
 JE1273  VERT ORDER  -  SECOND    CLASS 0
 JE1273
 JE1273.The horizontal coordinates were scaled from a topographic map and have
 JE1273.an estimated accuracy of +/- 6 seconds.
 JE1273
 JE1273.The orthometric height was determined by differential leveling
 JE1273.and adjusted by the National Geodetic Survey in June 1991..
 JE1273
 JE1273.The geoid height was determined by GEOID03.
 JE1273
 JE1273.The dynamic height is computed by dividing the NAVD 88
 JE1273.geopotential number by the normal gravity value computed on the
 JE1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1273.degrees latitude (g = 980.6199 gals.).
 JE1273
 JE1273.The modeled gravity was interpolated from observed gravity values.
 JE1273
 JE1273;                    North         East    Units  Estimated Accuracy
 JE1273;SPC KS S     -   622,160.      622,280.      MT  (+/- 180 meters Scaled)
 JE1273
 JE1273                          SUPERSEDED SURVEY CONTROL
 JE1273
 JE1273  NGVD 29 (??/??/92)  356.430  (m)         1169.39   (f) ADJ UNCH    2 0
 JE1273
 JE1273.Superseded values are not recommended for survey control.
 JE1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1273.See file dsdata.txt to determine how the superseded data were derived.
 JE1273
 JE1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC435810(NAD 83)
 JE1273_MARKER: R = RIVET
 JE1273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1273_SP_SET: CULVERT
 JE1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1273
 JE1273  HISTORY     - Date     Condition        Report By
 JE1273  HISTORY     - UNK      MONUMENTED       MPRR
 JE1273  HISTORY     - 1935     GOOD             NGS
 JE1273
 JE1273                          STATION DESCRIPTION
 JE1273
 JE1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1273'2.6 MI E FROM MILLER.
 JE1273'2.6 MILES E. OF MILLER STATION ALONG MO. PAC. RR. AT MP 393/02
 JE1273'AT R. X. SIDING, 1 FT. E. OF W. END OF N. HEADWALL OF 6 X 9
 JE1273'CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1272 ***********************************************************************
 JE1272  DESIGNATION -  RIVET 1029
 JE1272  PID         -  JE1272
 JE1272  STATE/COUNTY-  KS/LYON
 JE1272  USGS QUAD   -  MILLER (1971)
 JE1272
 JE1272                         *CURRENT SURVEY CONTROL
 JE1272  ___________________________________________________________________
 JE1272* NAD 83(1986)-  38 37 55.     (N)    095 57 43.     (W)     SCALED    
 JE1272* NAVD 88     -       359.802  (meters)    1180.45   (feet)  ADJUSTED  
 JE1272  ___________________________________________________________________
 JE1272  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 JE1272  DYNAMIC HT  -         359.549 (meters)    1179.62  (feet)  COMP
 JE1272  MODELED GRAV-     979,915.5   (mgal)                       NAVD 88
 JE1272
 JE1272  VERT ORDER  -  SECOND    CLASS 0
 JE1272
 JE1272.The horizontal coordinates were scaled from a topographic map and have
 JE1272.an estimated accuracy of +/- 6 seconds.
 JE1272
 JE1272.The orthometric height was determined by differential leveling
 JE1272.and adjusted by the National Geodetic Survey in June 1991..
 JE1272
 JE1272.The geoid height was determined by GEOID03.
 JE1272
 JE1272.The dynamic height is computed by dividing the NAVD 88
 JE1272.geopotential number by the normal gravity value computed on the
 JE1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1272.degrees latitude (g = 980.6199 gals.).
 JE1272
 JE1272.The modeled gravity was interpolated from observed gravity values.
 JE1272
 JE1272;                    North         East    Units  Estimated Accuracy
 JE1272;SPC KS S     -   621,130.      620,970.      MT  (+/- 180 meters Scaled)
 JE1272
 JE1272                          SUPERSEDED SURVEY CONTROL
 JE1272
 JE1272  NGVD 29 (??/??/92)  359.656  (m)         1179.97   (f) ADJ UNCH    2 0
 JE1272
 JE1272.Superseded values are not recommended for survey control.
 JE1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1272.See file dsdata.txt to determine how the superseded data were derived.
 JE1272
 JE1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC421800(NAD 83)
 JE1272_MARKER: R = RIVET
 JE1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1272_SP_SET: CULVERT
 JE1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1272
 JE1272  HISTORY     - Date     Condition        Report By
 JE1272  HISTORY     - UNK      MONUMENTED       MPRR
 JE1272  HISTORY     - 1935     GOOD             NGS
 JE1272
 JE1272                          STATION DESCRIPTION
 JE1272
 JE1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1272'1.6 MI E FROM MILLER.
 JE1272'1.6 MILES E. OF MILLER STATION ALONG MO. PAC. RR. AT MP 394/04,
 JE1272'18 INCHES E. OF W. END OF N. HEADWALL OF 3 X 6 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1270 ***********************************************************************
 JE1270  DESIGNATION -  RIVET 1030
 JE1270  PID         -  JE1270
 JE1270  STATE/COUNTY-  KS/LYON
 JE1270  USGS QUAD   -  MILLER (1971)
 JE1270
 JE1270                         *CURRENT SURVEY CONTROL
 JE1270  ___________________________________________________________________
 JE1270* NAD 83(1986)-  38 37 53.     (N)    095 58 12.     (W)     SCALED    
 JE1270* NAVD 88     -       354.112  (meters)    1161.78   (feet)  ADJUSTED  
 JE1270  ___________________________________________________________________
 JE1270  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 JE1270  DYNAMIC HT  -         353.863 (meters)    1160.97  (feet)  COMP
 JE1270  MODELED GRAV-     979,915.2   (mgal)                       NAVD 88
 JE1270
 JE1270  VERT ORDER  -  SECOND    CLASS 0
 JE1270
 JE1270.The horizontal coordinates were scaled from a topographic map and have
 JE1270.an estimated accuracy of +/- 6 seconds.
 JE1270
 JE1270.The orthometric height was determined by differential leveling
 JE1270.and adjusted by the National Geodetic Survey in June 1991..
 JE1270
 JE1270.The geoid height was determined by GEOID03.
 JE1270
 JE1270.The dynamic height is computed by dividing the NAVD 88
 JE1270.geopotential number by the normal gravity value computed on the
 JE1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1270.degrees latitude (g = 980.6199 gals.).
 JE1270
 JE1270.The modeled gravity was interpolated from observed gravity values.
 JE1270
 JE1270;                    North         East    Units  Estimated Accuracy
 JE1270;SPC KS S     -   621,050.      620,270.      MT  (+/- 180 meters Scaled)
 JE1270
 JE1270                          SUPERSEDED SURVEY CONTROL
 JE1270
 JE1270  NGVD 29 (??/??/92)  353.966  (m)         1161.30   (f) ADJ UNCH    2 0
 JE1270
 JE1270.Superseded values are not recommended for survey control.
 JE1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1270.See file dsdata.txt to determine how the superseded data were derived.
 JE1270
 JE1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC414800(NAD 83)
 JE1270_MARKER: R = RIVET
 JE1270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1270_SP_SET: CULVERT
 JE1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1270
 JE1270  HISTORY     - Date     Condition        Report By
 JE1270  HISTORY     - UNK      MONUMENTED       MPRR
 JE1270  HISTORY     - 1935     GOOD             NGS
 JE1270
 JE1270                          STATION DESCRIPTION
 JE1270
 JE1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1270'1.1 MI E FROM MILLER.
 JE1270'1.1 MILE E. OF MILLER STATION ALONG MO. PAC. RR. AT MP 394/22,
 JE1270'18 INCHES E. OF W. END OF N. HEADWALL OF DOUBLE 3 X 5 CONC.
 JE1270'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1268 ***********************************************************************
 JE1268  DESIGNATION -  RIVET 1031
 JE1268  PID         -  JE1268
 JE1268  STATE/COUNTY-  KS/LYON
 JE1268  USGS QUAD   -  MILLER (1971)
 JE1268
 JE1268                         *CURRENT SURVEY CONTROL
 JE1268  ___________________________________________________________________
 JE1268* NAD 83(1986)-  38 37 52.     (N)    095 58 49.     (W)     SCALED    
 JE1268* NAVD 88     -       349.617  (meters)    1147.04   (feet)  ADJUSTED  
 JE1268  ___________________________________________________________________
 JE1268  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 JE1268  DYNAMIC HT  -         349.371 (meters)    1146.23  (feet)  COMP
 JE1268  MODELED GRAV-     979,915.0   (mgal)                       NAVD 88
 JE1268
 JE1268  VERT ORDER  -  SECOND    CLASS 0
 JE1268
 JE1268.The horizontal coordinates were scaled from a topographic map and have
 JE1268.an estimated accuracy of +/- 6 seconds.
 JE1268
 JE1268.The orthometric height was determined by differential leveling
 JE1268.and adjusted by the National Geodetic Survey in June 1991..
 JE1268
 JE1268.The geoid height was determined by GEOID03.
 JE1268
 JE1268.The dynamic height is computed by dividing the NAVD 88
 JE1268.geopotential number by the normal gravity value computed on the
 JE1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1268.degrees latitude (g = 980.6199 gals.).
 JE1268
 JE1268.The modeled gravity was interpolated from observed gravity values.
 JE1268
 JE1268;                    North         East    Units  Estimated Accuracy
 JE1268;SPC KS S     -   621,000.      619,380.      MT  (+/- 180 meters Scaled)
 JE1268
 JE1268                          SUPERSEDED SURVEY CONTROL
 JE1268
 JE1268  NGVD 29 (??/??/92)  349.471  (m)         1146.56   (f) ADJ UNCH    2 0
 JE1268
 JE1268.Superseded values are not recommended for survey control.
 JE1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1268.See file dsdata.txt to determine how the superseded data were derived.
 JE1268
 JE1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC405800(NAD 83)
 JE1268_MARKER: R = RIVET
 JE1268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1268_SP_SET: RELAY CASE
 JE1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1268
 JE1268  HISTORY     - Date     Condition        Report By
 JE1268  HISTORY     - UNK      MONUMENTED       MPRR
 JE1268  HISTORY     - 1935     GOOD             NGS
 JE1268
 JE1268                          STATION DESCRIPTION
 JE1268
 JE1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1268'0.6 MI E FROM MILLER.
 JE1268'0.6 MILE E. OF MILLER ALONG MO. PAC. RR. AT MP 395/03 IN S. E.
 JE1268'CORNER OF CONC. FOUNDATION OF RELAY CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0092 ***********************************************************************
 JF0092  DESIGNATION -  RIVET 1034
 JF0092  PID         -  JF0092
 JF0092  STATE/COUNTY-  KS/LYON
 JF0092  USGS QUAD   -  ADMIRE (1971)
 JF0092
 JF0092                         *CURRENT SURVEY CONTROL
 JF0092  ___________________________________________________________________
 JF0092* NAD 83(1986)-  38 37 36.     (N)    096 00 58.     (W)     SCALED    
 JF0092* NAVD 88     -       361.774  (meters)    1186.92   (feet)  ADJUSTED  
 JF0092  ___________________________________________________________________
 JF0092  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 JF0092  DYNAMIC HT  -         361.517 (meters)    1186.08  (feet)  COMP
 JF0092  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 JF0092
 JF0092  VERT ORDER  -  SECOND    CLASS 0
 JF0092
 JF0092.The horizontal coordinates were scaled from a topographic map and have
 JF0092.an estimated accuracy of +/- 6 seconds.
 JF0092
 JF0092.The orthometric height was determined by differential leveling
 JF0092.and adjusted by the National Geodetic Survey in June 1991..
 JF0092
 JF0092.The geoid height was determined by GEOID03.
 JF0092
 JF0092.The dynamic height is computed by dividing the NAVD 88
 JF0092.geopotential number by the normal gravity value computed on the
 JF0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0092.degrees latitude (g = 980.6199 gals.).
 JF0092
 JF0092.The modeled gravity was interpolated from observed gravity values.
 JF0092
 JF0092;                    North         East    Units  Estimated Accuracy
 JF0092;SPC KS S     -   620,420.      616,270.      MT  (+/- 180 meters Scaled)
 JF0092
 JF0092                          SUPERSEDED SURVEY CONTROL
 JF0092
 JF0092  NGVD 29 (??/??/92)  361.624  (m)         1186.43   (f) ADJ UNCH    2 0
 JF0092
 JF0092.Superseded values are not recommended for survey control.
 JF0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0092.See file dsdata.txt to determine how the superseded data were derived.
 JF0092
 JF0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH597795(NAD 83)
 JF0092_MARKER: R = RIVET
 JF0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0092_SP_SET: CONCRETE FOUNDATION
 JF0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0092
 JF0092  HISTORY     - Date     Condition        Report By
 JF0092  HISTORY     - UNK      MONUMENTED       MPRR
 JF0092  HISTORY     - 1935     GOOD             NGS
 JF0092
 JF0092                          STATION DESCRIPTION
 JF0092
 JF0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0092'1.4 MI W FROM MILLER.
 JF0092'ALONG MO. PAC. R.R. AT MP 397/02, IN NW. CORNER OF CONC.
 JF0092'FOUNDATION OF BLOCK SIGNAL 3972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0091 ***********************************************************************
 JF0091  DESIGNATION -  RIVET 1035
 JF0091  PID         -  JF0091
 JF0091  STATE/COUNTY-  KS/LYON
 JF0091  USGS QUAD   -  ADMIRE (1971)
 JF0091
 JF0091                         *CURRENT SURVEY CONTROL
 JF0091  ___________________________________________________________________
 JF0091* NAD 83(1986)-  38 37 40.     (N)    096 01 49.     (W)     SCALED    
 JF0091* NAVD 88     -       370.712  (meters)    1216.24   (feet)  ADJUSTED  
 JF0091  ___________________________________________________________________
 JF0091  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 JF0091  DYNAMIC HT  -         370.448 (meters)    1215.38  (feet)  COMP
 JF0091  MODELED GRAV-     979,907.4   (mgal)                       NAVD 88
 JF0091
 JF0091  VERT ORDER  -  SECOND    CLASS 0
 JF0091
 JF0091.The horizontal coordinates were scaled from a topographic map and have
 JF0091.an estimated accuracy of +/- 6 seconds.
 JF0091
 JF0091.The orthometric height was determined by differential leveling
 JF0091.and adjusted by the National Geodetic Survey in June 1991..
 JF0091
 JF0091.The geoid height was determined by GEOID03.
 JF0091
 JF0091.The dynamic height is computed by dividing the NAVD 88
 JF0091.geopotential number by the normal gravity value computed on the
 JF0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0091.degrees latitude (g = 980.6199 gals.).
 JF0091
 JF0091.The modeled gravity was interpolated from observed gravity values.
 JF0091
 JF0091;                    North         East    Units  Estimated Accuracy
 JF0091;SPC KS S     -   620,510.      615,040.      MT  (+/- 180 meters Scaled)
 JF0091
 JF0091                          SUPERSEDED SURVEY CONTROL
 JF0091
 JF0091  NGVD 29 (??/??/92)  370.559  (m)         1215.74   (f) ADJ UNCH    2 0
 JF0091
 JF0091.Superseded values are not recommended for survey control.
 JF0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0091.See file dsdata.txt to determine how the superseded data were derived.
 JF0091
 JF0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH585796(NAD 83)
 JF0091_MARKER: R = RIVET
 JF0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0091_SP_SET: CONCRETE FOUNDATION
 JF0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0091
 JF0091  HISTORY     - Date     Condition        Report By
 JF0091  HISTORY     - UNK      MONUMENTED       MPRR
 JF0091  HISTORY     - 1935     GOOD             NGS
 JF0091
 JF0091                          STATION DESCRIPTION
 JF0091
 JF0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0091'2.1 MI W FROM MILLER.
 JF0091'2.1 MILES W. OF MILLER.  STATION ALONG MO. PAC. R.R. AT MP
 JF0091'397/32, IN NE. CORNER OF CONC. FOUNDATION OF RELAY CASE.  32
 JF0091'YDS. E. OF U-229.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0089 ***********************************************************************
 JF0089  DESIGNATION -  RIVET 1036
 JF0089  PID         -  JF0089
 JF0089  STATE/COUNTY-  KS/LYON
 JF0089  USGS QUAD   -  ADMIRE (1971)
 JF0089
 JF0089                         *CURRENT SURVEY CONTROL
 JF0089  ___________________________________________________________________
 JF0089* NAD 83(1986)-  38 37 46.     (N)    096 02 46.     (W)     SCALED    
 JF0089* NAVD 88     -       361.191  (meters)    1185.01   (feet)  ADJUSTED  
 JF0089  ___________________________________________________________________
 JF0089  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 JF0089  DYNAMIC HT  -         360.934 (meters)    1184.16  (feet)  COMP
 JF0089  MODELED GRAV-     979,906.8   (mgal)                       NAVD 88
 JF0089
 JF0089  VERT ORDER  -  SECOND    CLASS 0
 JF0089
 JF0089.The horizontal coordinates were scaled from a topographic map and have
 JF0089.an estimated accuracy of +/- 6 seconds.
 JF0089
 JF0089.The orthometric height was determined by differential leveling
 JF0089.and adjusted by the National Geodetic Survey in June 1991..
 JF0089
 JF0089.The geoid height was determined by GEOID03.
 JF0089
 JF0089.The dynamic height is computed by dividing the NAVD 88
 JF0089.geopotential number by the normal gravity value computed on the
 JF0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0089.degrees latitude (g = 980.6199 gals.).
 JF0089
 JF0089.The modeled gravity was interpolated from observed gravity values.
 JF0089
 JF0089;                    North         East    Units  Estimated Accuracy
 JF0089;SPC KS S     -   620,660.      613,650.      MT  (+/- 180 meters Scaled)
 JF0089
 JF0089                          SUPERSEDED SURVEY CONTROL
 JF0089
 JF0089  NGVD 29 (??/??/92)  361.041  (m)         1184.52   (f) ADJ UNCH    2 0
 JF0089
 JF0089.Superseded values are not recommended for survey control.
 JF0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0089.See file dsdata.txt to determine how the superseded data were derived.
 JF0089
 JF0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH571797(NAD 83)
 JF0089_MARKER: R = RIVET
 JF0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0089_SP_SET: CONCRETE FOUNDATION
 JF0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0089
 JF0089  HISTORY     - Date     Condition        Report By
 JF0089  HISTORY     - UNK      MONUMENTED       MPRR
 JF0089  HISTORY     - 1935     GOOD             NGS
 JF0089
 JF0089                          STATION DESCRIPTION
 JF0089
 JF0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0089'3 MI W FROM MILLER.
 JF0089'3 MILES W. OF MILLER.  STATION ALONG MO. PAC. R.R. AT MP 398/27,
 JF0089'IN NW. CORNER OF CONC. FOUNDATION OF RELAY CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0088 ***********************************************************************
 JF0088  DESIGNATION -  RIVET 1037
 JF0088  PID         -  JF0088
 JF0088  STATE/COUNTY-  KS/LYON
 JF0088  USGS QUAD   -  ADMIRE (1971)
 JF0088
 JF0088                         *CURRENT SURVEY CONTROL
 JF0088  ___________________________________________________________________
 JF0088* NAD 83(1986)-  38 37 52.     (N)    096 03 09.     (W)     SCALED    
 JF0088* NAVD 88     -       356.652  (meters)    1170.12   (feet)  ADJUSTED  
 JF0088  ___________________________________________________________________
 JF0088  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 JF0088  DYNAMIC HT  -         356.398 (meters)    1169.28  (feet)  COMP
 JF0088  MODELED GRAV-     979,906.6   (mgal)                       NAVD 88
 JF0088
 JF0088  VERT ORDER  -  SECOND    CLASS 0
 JF0088
 JF0088.The horizontal coordinates were scaled from a topographic map and have
 JF0088.an estimated accuracy of +/- 6 seconds.
 JF0088
 JF0088.The orthometric height was determined by differential leveling
 JF0088.and adjusted by the National Geodetic Survey in June 1991..
 JF0088
 JF0088.The geoid height was determined by GEOID03.
 JF0088
 JF0088.The dynamic height is computed by dividing the NAVD 88
 JF0088.geopotential number by the normal gravity value computed on the
 JF0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0088.degrees latitude (g = 980.6199 gals.).
 JF0088
 JF0088.The modeled gravity was interpolated from observed gravity values.
 JF0088
 JF0088;                    North         East    Units  Estimated Accuracy
 JF0088;SPC KS S     -   620,830.      613,090.      MT  (+/- 180 meters Scaled)
 JF0088
 JF0088                          SUPERSEDED SURVEY CONTROL
 JF0088
 JF0088  NGVD 29 (??/??/92)  356.502  (m)         1169.62   (f) ADJ UNCH    2 0
 JF0088
 JF0088.Superseded values are not recommended for survey control.
 JF0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0088.See file dsdata.txt to determine how the superseded data were derived.
 JF0088
 JF0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH565799(NAD 83)
 JF0088_MARKER: R = RIVET
 JF0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0088_SP_SET: CULVERT
 JF0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0088
 JF0088  HISTORY     - Date     Condition        Report By
 JF0088  HISTORY     - UNK      MONUMENTED       MPRR
 JF0088  HISTORY     - 1935     GOOD             NGS
 JF0088
 JF0088                          STATION DESCRIPTION
 JF0088
 JF0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0088'2.9 MI E FROM ADMIRE.
 JF0088'2.9 MILES E. OF ADMIRE.  STATION ALONG MO. PAC. R.R. AT MP
 JF0088'399/01, 18 IN E. OF W. END OF N. HEADWALL OF 2 X 3 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0087 ***********************************************************************
 JF0087  DESIGNATION -  RIVET 1038
 JF0087  PID         -  JF0087
 JF0087  STATE/COUNTY-  KS/LYON
 JF0087  USGS QUAD   -  ADMIRE (1971)
 JF0087
 JF0087                         *CURRENT SURVEY CONTROL
 JF0087  ___________________________________________________________________
 JF0087* NAD 83(1986)-  38 38 08.     (N)    096 04 01.     (W)     SCALED    
 JF0087* NAVD 88     -       354.296  (meters)    1162.39   (feet)  ADJUSTED  
 JF0087  ___________________________________________________________________
 JF0087  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 JF0087  DYNAMIC HT  -         354.044 (meters)    1161.56  (feet)  COMP
 JF0087  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 JF0087
 JF0087  VERT ORDER  -  SECOND    CLASS 0
 JF0087
 JF0087.The horizontal coordinates were scaled from a topographic map and have
 JF0087.an estimated accuracy of +/- 6 seconds.
 JF0087
 JF0087.The orthometric height was determined by differential leveling
 JF0087.and adjusted by the National Geodetic Survey in June 1991..
 JF0087
 JF0087.The geoid height was determined by GEOID03.
 JF0087
 JF0087.The dynamic height is computed by dividing the NAVD 88
 JF0087.geopotential number by the normal gravity value computed on the
 JF0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0087.degrees latitude (g = 980.6199 gals.).
 JF0087
 JF0087.The modeled gravity was interpolated from observed gravity values.
 JF0087
 JF0087;                    North         East    Units  Estimated Accuracy
 JF0087;SPC KS S     -   621,290.      611,820.      MT  (+/- 180 meters Scaled)
 JF0087
 JF0087                          SUPERSEDED SURVEY CONTROL
 JF0087
 JF0087  NGVD 29 (??/??/92)  354.148  (m)         1161.90   (f) ADJ UNCH    2 0
 JF0087
 JF0087.Superseded values are not recommended for survey control.
 JF0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0087.See file dsdata.txt to determine how the superseded data were derived.
 JF0087
 JF0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH553804(NAD 83)
 JF0087_MARKER: R = RIVET
 JF0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0087_SP_SET: BRIDGE ABUTMENT
 JF0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0087
 JF0087  HISTORY     - Date     Condition        Report By
 JF0087  HISTORY     - UNK      MONUMENTED       MPRR
 JF0087  HISTORY     - 1935     GOOD             NGS
 JF0087
 JF0087                          STATION DESCRIPTION
 JF0087
 JF0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0087'2.1 MI E FROM ADMIRE.
 JF0087'2.1 MILES E. OF ADMIRE.  STATION ALONG MO. PAC. R.R. AT MP
 JF0087'399/36, IN CENTER OF TOP OF N. RETAINING WALL OF W. CONC.
 JF0087'ABUTMENT OF BRIDGE 104, OVER CONGDON CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0084 ***********************************************************************
 JF0084  DESIGNATION -  RIVET 1039
 JF0084  PID         -  JF0084
 JF0084  STATE/COUNTY-  KS/LYON
 JF0084  USGS QUAD   -  ADMIRE (1971)
 JF0084
 JF0084                         *CURRENT SURVEY CONTROL
 JF0084  ___________________________________________________________________
 JF0084* NAD 83(1986)-  38 38 20.     (N)    096 04 39.     (W)     SCALED    
 JF0084* NAVD 88     -       355.826  (meters)    1167.41   (feet)  ADJUSTED  
 JF0084  ___________________________________________________________________
 JF0084  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 JF0084  DYNAMIC HT  -         355.573 (meters)    1166.58  (feet)  COMP
 JF0084  MODELED GRAV-     979,906.3   (mgal)                       NAVD 88
 JF0084
 JF0084  VERT ORDER  -  SECOND    CLASS 0
 JF0084
 JF0084.The horizontal coordinates were scaled from a topographic map and have
 JF0084.an estimated accuracy of +/- 6 seconds.
 JF0084
 JF0084.The orthometric height was determined by differential leveling
 JF0084.and adjusted by the National Geodetic Survey in June 1991..
 JF0084
 JF0084.The geoid height was determined by GEOID03.
 JF0084
 JF0084.The dynamic height is computed by dividing the NAVD 88
 JF0084.geopotential number by the normal gravity value computed on the
 JF0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0084.degrees latitude (g = 980.6199 gals.).
 JF0084
 JF0084.The modeled gravity was interpolated from observed gravity values.
 JF0084
 JF0084;                    North         East    Units  Estimated Accuracy
 JF0084;SPC KS S     -   621,640.      610,890.      MT  (+/- 180 meters Scaled)
 JF0084
 JF0084                          SUPERSEDED SURVEY CONTROL
 JF0084
 JF0084  NGVD 29 (??/??/92)  355.678  (m)         1166.92   (f) ADJ UNCH    2 0
 JF0084
 JF0084.Superseded values are not recommended for survey control.
 JF0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0084.See file dsdata.txt to determine how the superseded data were derived.
 JF0084
 JF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH543807(NAD 83)
 JF0084_MARKER: R = RIVET
 JF0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0084_SP_SET: CULVERT
 JF0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0084
 JF0084  HISTORY     - Date     Condition        Report By
 JF0084  HISTORY     - UNK      MONUMENTED       MPRR
 JF0084  HISTORY     - 1935     GOOD             NGS
 JF0084
 JF0084                          STATION DESCRIPTION
 JF0084
 JF0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0084'1.5 MI E FROM ADMIRE.
 JF0084'1.5 MILES E. OF ADMIRE.  STATION ALONG MO. PAC. R.R. AT MP
 JF0084'400/18, 1 FOOT E. OF W. END OF N. HEADWALL OF 6 X 6 CONC.
 JF0084'CULVERT, 25 YDS. E. OF BLOCK SIGNAL 4005.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0083 ***********************************************************************
 JF0083  DESIGNATION -  RIVET 1040
 JF0083  PID         -  JF0083
 JF0083  STATE/COUNTY-  KS/LYON
 JF0083  USGS QUAD   -  ADMIRE (1971)
 JF0083
 JF0083                         *CURRENT SURVEY CONTROL
 JF0083  ___________________________________________________________________
 JF0083* NAD 83(1986)-  38 38 22.     (N)    096 05 09.     (W)     SCALED    
 JF0083* NAVD 88     -       362.909  (meters)    1190.64   (feet)  ADJUSTED  
 JF0083  ___________________________________________________________________
 JF0083  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 JF0083  DYNAMIC HT  -         362.651 (meters)    1189.80  (feet)  COMP
 JF0083  MODELED GRAV-     979,906.2   (mgal)                       NAVD 88
 JF0083
 JF0083  VERT ORDER  -  SECOND    CLASS 0
 JF0083
 JF0083.The horizontal coordinates were scaled from a topographic map and have
 JF0083.an estimated accuracy of +/- 6 seconds.
 JF0083
 JF0083.The orthometric height was determined by differential leveling
 JF0083.and adjusted by the National Geodetic Survey in June 1991..
 JF0083
 JF0083.The geoid height was determined by GEOID03.
 JF0083
 JF0083.The dynamic height is computed by dividing the NAVD 88
 JF0083.geopotential number by the normal gravity value computed on the
 JF0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0083.degrees latitude (g = 980.6199 gals.).
 JF0083
 JF0083.The modeled gravity was interpolated from observed gravity values.
 JF0083
 JF0083;                    North         East    Units  Estimated Accuracy
 JF0083;SPC KS S     -   621,680.      610,170.      MT  (+/- 180 meters Scaled)
 JF0083
 JF0083                          SUPERSEDED SURVEY CONTROL
 JF0083
 JF0083  NGVD 29 (??/??/92)  362.760  (m)         1190.16   (f) ADJ UNCH    2 0
 JF0083
 JF0083.Superseded values are not recommended for survey control.
 JF0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0083.See file dsdata.txt to determine how the superseded data were derived.
 JF0083
 JF0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH536807(NAD 83)
 JF0083_MARKER: R = RIVET
 JF0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0083_SP_SET: CULVERT
 JF0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0083
 JF0083  HISTORY     - Date     Condition        Report By
 JF0083  HISTORY     - UNK      MONUMENTED       MPRR
 JF0083  HISTORY     - 1935     GOOD             NGS
 JF0083
 JF0083                          STATION DESCRIPTION
 JF0083
 JF0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0083'1.1 MI E FROM ADMIRE.
 JF0083'1.1 MILES E. OF ADMIRE.  STATION ALONG MO. PAC. R.R. AT MP
 JF0083'400/36, 1 FOOT E. OF W. END OF N. HEADWALL OF 6 X 4 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0082 ***********************************************************************
 JF0082  DESIGNATION -  RIVET 1041
 JF0082  PID         -  JF0082
 JF0082  STATE/COUNTY-  KS/LYON
 JF0082  USGS QUAD   -  ADMIRE (1971)
 JF0082
 JF0082                         *CURRENT SURVEY CONTROL
 JF0082  ___________________________________________________________________
 JF0082* NAD 83(1986)-  38 38 23.     (N)    096 05 52.     (W)     SCALED    
 JF0082* NAVD 88     -       373.637  (meters)    1225.84   (feet)  ADJUSTED  
 JF0082  ___________________________________________________________________
 JF0082  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 JF0082  DYNAMIC HT  -         373.371 (meters)    1224.97  (feet)  COMP
 JF0082  MODELED GRAV-     979,906.0   (mgal)                       NAVD 88
 JF0082
 JF0082  VERT ORDER  -  SECOND    CLASS 0
 JF0082
 JF0082.The horizontal coordinates were scaled from a topographic map and have
 JF0082.an estimated accuracy of +/- 6 seconds.
 JF0082
 JF0082.The orthometric height was determined by differential leveling
 JF0082.and adjusted by the National Geodetic Survey in June 1991..
 JF0082
 JF0082.The geoid height was determined by GEOID03.
 JF0082
 JF0082.The dynamic height is computed by dividing the NAVD 88
 JF0082.geopotential number by the normal gravity value computed on the
 JF0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0082.degrees latitude (g = 980.6199 gals.).
 JF0082
 JF0082.The modeled gravity was interpolated from observed gravity values.
 JF0082
 JF0082;                    North         East    Units  Estimated Accuracy
 JF0082;SPC KS S     -   621,680.      609,130.      MT  (+/- 180 meters Scaled)
 JF0082
 JF0082                          SUPERSEDED SURVEY CONTROL
 JF0082
 JF0082  NGVD 29 (??/??/92)  373.485  (m)         1225.34   (f) ADJ UNCH    2 0
 JF0082
 JF0082.Superseded values are not recommended for survey control.
 JF0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0082.See file dsdata.txt to determine how the superseded data were derived.
 JF0082
 JF0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH526807(NAD 83)
 JF0082_MARKER: R = RIVET
 JF0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0082_SP_SET: CONCRETE FOUNDATION
 JF0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0082
 JF0082  HISTORY     - Date     Condition        Report By
 JF0082  HISTORY     - UNK      MONUMENTED       MPRR
 JF0082  HISTORY     - 1935     GOOD             NGS
 JF0082  HISTORY     - 1951     MARK NOT FOUND   NGS
 JF0082
 JF0082                          STATION DESCRIPTION
 JF0082
 JF0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0082'0.4 MI E FROM ADMIRE.
 JF0082'0.4 MILE E. OF ADMIRE.  STATION ALONG MO. PAC. R.R. AT MP 401/22,
 JF0082'IN SW. CORNER OF CONC. FOUNDATION OF RELAY CASE, 75 YDS. E. OF
 JF0082'KANSAS HIGHWAY 11 CROSSING.
 JF0082
 JF0082                          STATION RECOVERY (1951)
 JF0082
 JF0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 JF0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0080 ***********************************************************************
 JF0080  DESIGNATION -  RIVET 1043
 JF0080  PID         -  JF0080
 JF0080  STATE/COUNTY-  KS/LYON
 JF0080  USGS QUAD   -  ADMIRE (1971)
 JF0080
 JF0080                         *CURRENT SURVEY CONTROL
 JF0080  ___________________________________________________________________
 JF0080* NAD 83(1986)-  38 38 50.     (N)    096 06 58.     (W)     SCALED    
 JF0080* NAVD 88     -       374.456  (meters)    1228.53   (feet)  ADJUSTED  
 JF0080  ___________________________________________________________________
 JF0080  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 JF0080  DYNAMIC HT  -         374.190 (meters)    1227.65  (feet)  COMP
 JF0080  MODELED GRAV-     979,906.7   (mgal)                       NAVD 88
 JF0080
 JF0080  VERT ORDER  -  SECOND    CLASS 0
 JF0080
 JF0080.The horizontal coordinates were scaled from a topographic map and have
 JF0080.an estimated accuracy of +/- 6 seconds.
 JF0080
 JF0080.The orthometric height was determined by differential leveling
 JF0080.and adjusted by the National Geodetic Survey in June 1991..
 JF0080
 JF0080.The geoid height was determined by GEOID03.
 JF0080
 JF0080.The dynamic height is computed by dividing the NAVD 88
 JF0080.geopotential number by the normal gravity value computed on the
 JF0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0080.degrees latitude (g = 980.6199 gals.).
 JF0080
 JF0080.The modeled gravity was interpolated from observed gravity values.
 JF0080
 JF0080;                    North         East    Units  Estimated Accuracy
 JF0080;SPC KS S     -   622,470.      607,510.      MT  (+/- 180 meters Scaled)
 JF0080
 JF0080                          SUPERSEDED SURVEY CONTROL
 JF0080
 JF0080  NGVD 29 (??/??/92)  374.305  (m)         1228.03   (f) ADJ UNCH    2 0
 JF0080
 JF0080.Superseded values are not recommended for survey control.
 JF0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0080.See file dsdata.txt to determine how the superseded data were derived.
 JF0080
 JF0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH509815(NAD 83)
 JF0080_MARKER: R = RIVET
 JF0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0080_SP_SET: CULVERT
 JF0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0080
 JF0080  HISTORY     - Date     Condition        Report By
 JF0080  HISTORY     - UNK      MONUMENTED       MPRR
 JF0080  HISTORY     - 1935     GOOD             NGS
 JF0080  HISTORY     - 1971     MARK NOT FOUND   USGS
 JF0080
 JF0080                          STATION DESCRIPTION
 JF0080
 JF0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0080'0.7 MI W FROM ADMIRE.
 JF0080'0.7 MILE W. OF ADMIRE STATION ALONG MO. PAC. RR. AT MP 402/29,
 JF0080'IN TOP OF BELL AT N. END OF 40 IN CONC. TILE CULVERT.
 JF0080'NOTE-- PORTION OF BELL HAS BEEN BROKEN OFF.
 JF0080
 JF0080                          STATION RECOVERY (1971)
 JF0080
 JF0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 JF0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0079 ***********************************************************************
 JF0079  DESIGNATION -  RIVET 1044
 JF0079  PID         -  JF0079
 JF0079  STATE/COUNTY-  KS/LYON
 JF0079  USGS QUAD   -  ADMIRE (1971)
 JF0079
 JF0079                         *CURRENT SURVEY CONTROL
 JF0079  ___________________________________________________________________
 JF0079* NAD 83(1986)-  38 39 05.     (N)    096 07 22.     (W)     SCALED    
 JF0079* NAVD 88     -       374.214  (meters)    1227.73   (feet)  ADJUSTED  
 JF0079  ___________________________________________________________________
 JF0079  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 JF0079  DYNAMIC HT  -         373.948 (meters)    1226.86  (feet)  COMP
 JF0079  MODELED GRAV-     979,907.2   (mgal)                       NAVD 88
 JF0079
 JF0079  VERT ORDER  -  SECOND    CLASS 0
 JF0079
 JF0079.The horizontal coordinates were scaled from a topographic map and have
 JF0079.an estimated accuracy of +/- 6 seconds.
 JF0079
 JF0079.The orthometric height was determined by differential leveling
 JF0079.and adjusted by the National Geodetic Survey in June 1991..
 JF0079
 JF0079.The geoid height was determined by GEOID03.
 JF0079
 JF0079.The dynamic height is computed by dividing the NAVD 88
 JF0079.geopotential number by the normal gravity value computed on the
 JF0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0079.degrees latitude (g = 980.6199 gals.).
 JF0079
 JF0079.The modeled gravity was interpolated from observed gravity values.
 JF0079
 JF0079;                    North         East    Units  Estimated Accuracy
 JF0079;SPC KS S     -   622,920.      606,920.      MT  (+/- 180 meters Scaled)
 JF0079
 JF0079                          SUPERSEDED SURVEY CONTROL
 JF0079
 JF0079  NGVD 29 (??/??/92)  374.064  (m)         1227.24   (f) ADJ UNCH    2 0
 JF0079
 JF0079.Superseded values are not recommended for survey control.
 JF0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0079.See file dsdata.txt to determine how the superseded data were derived.
 JF0079
 JF0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH503820(NAD 83)
 JF0079_MARKER: R = RIVET
 JF0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0079_SP_SET: CULVERT
 JF0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0079
 JF0079  HISTORY     - Date     Condition        Report By
 JF0079  HISTORY     - UNK      MONUMENTED       MPRR
 JF0079  HISTORY     - 1935     GOOD             NGS
 JF0079
 JF0079                          STATION DESCRIPTION
 JF0079
 JF0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0079'1.2 MI W FROM ADMIRE.
 JF0079'1.2 MILES W. OF ADMIRE STATION ALONG MO. PAC. RR. AT MP 403/08,
 JF0079'1 FT. E. OF W. END OF N. HEADWALL OF 4 X 6 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0078 ***********************************************************************
 JF0078  DESIGNATION -  RIVET 1045
 JF0078  PID         -  JF0078
 JF0078  STATE/COUNTY-  KS/LYON
 JF0078  USGS QUAD   -  ALLEN (1983)
 JF0078
 JF0078                         *CURRENT SURVEY CONTROL
 JF0078  ___________________________________________________________________
 JF0078* NAD 83(1986)-  38 39 18.     (N)    096 07 45.     (W)     SCALED    
 JF0078* NAVD 88     -       375.069  (meters)    1230.54   (feet)  ADJUSTED  
 JF0078  ___________________________________________________________________
 JF0078  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 JF0078  DYNAMIC HT  -         374.803 (meters)    1229.67  (feet)  COMP
 JF0078  MODELED GRAV-     979,907.6   (mgal)                       NAVD 88
 JF0078
 JF0078  VERT ORDER  -  SECOND    CLASS 0
 JF0078
 JF0078.The horizontal coordinates were scaled from a topographic map and have
 JF0078.an estimated accuracy of +/- 6 seconds.
 JF0078
 JF0078.The orthometric height was determined by differential leveling
 JF0078.and adjusted by the National Geodetic Survey in June 1991..
 JF0078
 JF0078.The geoid height was determined by GEOID03.
 JF0078
 JF0078.The dynamic height is computed by dividing the NAVD 88
 JF0078.geopotential number by the normal gravity value computed on the
 JF0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0078.degrees latitude (g = 980.6199 gals.).
 JF0078
 JF0078.The modeled gravity was interpolated from observed gravity values.
 JF0078
 JF0078;                    North         East    Units  Estimated Accuracy
 JF0078;SPC KS S     -   623,310.      606,350.      MT  (+/- 180 meters Scaled)
 JF0078
 JF0078                          SUPERSEDED SURVEY CONTROL
 JF0078
 JF0078  NGVD 29 (??/??/92)  374.919  (m)         1230.05   (f) ADJ UNCH    2 0
 JF0078
 JF0078.Superseded values are not recommended for survey control.
 JF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0078.See file dsdata.txt to determine how the superseded data were derived.
 JF0078
 JF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH498824(NAD 83)
 JF0078_MARKER: R = RIVET
 JF0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0078_SP_SET: CULVERT
 JF0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0078
 JF0078  HISTORY     - Date     Condition        Report By
 JF0078  HISTORY     - UNK      MONUMENTED       MPRR
 JF0078  HISTORY     - 1935     GOOD             NGS
 JF0078
 JF0078                          STATION DESCRIPTION
 JF0078
 JF0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0078'1.7 MI W FROM ADMIRE.
 JF0078'1.7 MILES W. OF ADMIRE STATION ALONG MO. PAC. RR. AT MP 403/26,
 JF0078'2 FT. E. OF W. END OF N. HEADWALL OF 6 X 4 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0076 ***********************************************************************
 JF0076  DESIGNATION -  RIVET 1046
 JF0076  PID         -  JF0076
 JF0076  STATE/COUNTY-  KS/LYON
 JF0076  USGS QUAD   -  ALLEN (1983)
 JF0076
 JF0076                         *CURRENT SURVEY CONTROL
 JF0076  ___________________________________________________________________
 JF0076* NAD 83(1986)-  38 39 22.     (N)    096 07 59.     (W)     SCALED    
 JF0076* NAVD 88     -       374.738  (meters)    1229.45   (feet)  ADJUSTED  
 JF0076  ___________________________________________________________________
 JF0076  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 JF0076  DYNAMIC HT  -         374.472 (meters)    1228.58  (feet)  COMP
 JF0076  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 JF0076
 JF0076  VERT ORDER  -  SECOND    CLASS 0
 JF0076
 JF0076.The horizontal coordinates were scaled from a topographic map and have
 JF0076.an estimated accuracy of +/- 6 seconds.
 JF0076
 JF0076.The orthometric height was determined by differential leveling
 JF0076.and adjusted by the National Geodetic Survey in June 1991..
 JF0076
 JF0076.The geoid height was determined by GEOID03.
 JF0076
 JF0076.The dynamic height is computed by dividing the NAVD 88
 JF0076.geopotential number by the normal gravity value computed on the
 JF0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0076.degrees latitude (g = 980.6199 gals.).
 JF0076
 JF0076.The modeled gravity was interpolated from observed gravity values.
 JF0076
 JF0076;                    North         East    Units  Estimated Accuracy
 JF0076;SPC KS S     -   623,420.      606,010.      MT  (+/- 180 meters Scaled)
 JF0076
 JF0076                          SUPERSEDED SURVEY CONTROL
 JF0076
 JF0076  NGVD 29 (??/??/92)  374.588  (m)         1228.96   (f) ADJ UNCH    2 0
 JF0076
 JF0076.Superseded values are not recommended for survey control.
 JF0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0076.See file dsdata.txt to determine how the superseded data were derived.
 JF0076
 JF0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH494825(NAD 83)
 JF0076_MARKER: R = RIVET
 JF0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0076_SP_SET: CULVERT
 JF0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0076
 JF0076  HISTORY     - Date     Condition        Report By
 JF0076  HISTORY     - UNK      MONUMENTED       MPRR
 JF0076  HISTORY     - 1935     GOOD             NGS
 JF0076
 JF0076                          STATION DESCRIPTION
 JF0076
 JF0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0076'1.9 MI E FROM ALLEN.
 JF0076'1.9 MILES E. OF ALLEN STATION ALONG MO. PAC. RR. AT MP 403/35,
 JF0076'1 FT. S. OF N. END OF UPPER STEP OF W. WALL OF 4 X 6 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0075 ***********************************************************************
 JF0075  DESIGNATION -  RIVET 1047
 JF0075  PID         -  JF0075
 JF0075  STATE/COUNTY-  KS/LYON
 JF0075  USGS QUAD   -  ALLEN (1983)
 JF0075
 JF0075                         *CURRENT SURVEY CONTROL
 JF0075  ___________________________________________________________________
 JF0075* NAD 83(1986)-  38 39 20.     (N)    096 08 39.     (W)     SCALED    
 JF0075* NAVD 88     -       386.404  (meters)    1267.73   (feet)  ADJUSTED  
 JF0075  ___________________________________________________________________
 JF0075  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 JF0075  DYNAMIC HT  -         386.130 (meters)    1266.83  (feet)  COMP
 JF0075  MODELED GRAV-     979,908.0   (mgal)                       NAVD 88
 JF0075
 JF0075  VERT ORDER  -  SECOND    CLASS 0
 JF0075
 JF0075.The horizontal coordinates were scaled from a topographic map and have
 JF0075.an estimated accuracy of +/- 6 seconds.
 JF0075
 JF0075.The orthometric height was determined by differential leveling
 JF0075.and adjusted by the National Geodetic Survey in June 1991..
 JF0075
 JF0075.The geoid height was determined by GEOID03.
 JF0075
 JF0075.The dynamic height is computed by dividing the NAVD 88
 JF0075.geopotential number by the normal gravity value computed on the
 JF0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0075.degrees latitude (g = 980.6199 gals.).
 JF0075
 JF0075.The modeled gravity was interpolated from observed gravity values.
 JF0075
 JF0075;                    North         East    Units  Estimated Accuracy
 JF0075;SPC KS S     -   623,340.      605,050.      MT  (+/- 180 meters Scaled)
 JF0075
 JF0075                          SUPERSEDED SURVEY CONTROL
 JF0075
 JF0075  NGVD 29 (??/??/92)  386.255  (m)         1267.24   (f) ADJ UNCH    2 0
 JF0075
 JF0075.Superseded values are not recommended for survey control.
 JF0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0075.See file dsdata.txt to determine how the superseded data were derived.
 JF0075
 JF0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH485824(NAD 83)
 JF0075_MARKER: R = RIVET
 JF0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0075_SP_SET: CONCRETE FOUNDATION
 JF0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0075
 JF0075  HISTORY     - Date     Condition        Report By
 JF0075  HISTORY     - UNK      MONUMENTED       MPRR
 JF0075  HISTORY     - 1935     GOOD             NGS
 JF0075
 JF0075                          STATION DESCRIPTION
 JF0075
 JF0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0075'1.3 MI E FROM ALLEN.
 JF0075'1.3 MILES E. OF ALLEN STATION ALONG MO. PAC. RR. AT MP 404/18
 JF0075'IN N.W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL 4044.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0074 ***********************************************************************
 JF0074  DESIGNATION -  RIVET 1048
 JF0074  PID         -  JF0074
 JF0074  STATE/COUNTY-  KS/LYON
 JF0074  USGS QUAD   -  ALLEN (1983)
 JF0074
 JF0074                         *CURRENT SURVEY CONTROL
 JF0074  ___________________________________________________________________
 JF0074* NAD 83(1986)-  38 39 19.     (N)    096 09 01.     (W)     SCALED    
 JF0074* NAVD 88     -       388.019  (meters)    1273.03   (feet)  ADJUSTED  
 JF0074  ___________________________________________________________________
 JF0074  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 JF0074  DYNAMIC HT  -         387.744 (meters)    1272.12  (feet)  COMP
 JF0074  MODELED GRAV-     979,908.1   (mgal)                       NAVD 88
 JF0074
 JF0074  VERT ORDER  -  SECOND    CLASS 0
 JF0074
 JF0074.The horizontal coordinates were scaled from a topographic map and have
 JF0074.an estimated accuracy of +/- 6 seconds.
 JF0074
 JF0074.The orthometric height was determined by differential leveling
 JF0074.and adjusted by the National Geodetic Survey in June 1991..
 JF0074
 JF0074.The geoid height was determined by GEOID03.
 JF0074
 JF0074.The dynamic height is computed by dividing the NAVD 88
 JF0074.geopotential number by the normal gravity value computed on the
 JF0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0074.degrees latitude (g = 980.6199 gals.).
 JF0074
 JF0074.The modeled gravity was interpolated from observed gravity values.
 JF0074
 JF0074;                    North         East    Units  Estimated Accuracy
 JF0074;SPC KS S     -   623,290.      604,510.      MT  (+/- 180 meters Scaled)
 JF0074
 JF0074                          SUPERSEDED SURVEY CONTROL
 JF0074
 JF0074  NGVD 29 (??/??/92)  387.870  (m)         1272.54   (f) ADJ UNCH    2 0
 JF0074
 JF0074.Superseded values are not recommended for survey control.
 JF0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0074.See file dsdata.txt to determine how the superseded data were derived.
 JF0074
 JF0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH479823(NAD 83)
 JF0074_MARKER: R = RIVET
 JF0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0074_SP_SET: CULVERT
 JF0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0074
 JF0074  HISTORY     - Date     Condition        Report By
 JF0074  HISTORY     - UNK      MONUMENTED       MPRR
 JF0074  HISTORY     - 1935     GOOD             NGS
 JF0074
 JF0074                          STATION DESCRIPTION
 JF0074
 JF0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0074'1 MI E FROM ALLEN.
 JF0074'1 MILE E. OF ALLEN STATION ALONG MO. PAC. RR. AT MP 404/31,
 JF0074'8 INCHES E. OF W. END OF N. HEADWALL OF 3 X 3 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0072 ***********************************************************************
 JF0072  DESIGNATION -  RIVET 1049
 JF0072  PID         -  JF0072
 JF0072  STATE/COUNTY-  KS/LYON
 JF0072  USGS QUAD   -  ALLEN (1983)
 JF0072
 JF0072                         *CURRENT SURVEY CONTROL
 JF0072  ___________________________________________________________________
 JF0072* NAD 83(1986)-  38 39 17.     (N)    096 09 26.     (W)     SCALED    
 JF0072* NAVD 88     -       390.340  (meters)    1280.64   (feet)  ADJUSTED  
 JF0072  ___________________________________________________________________
 JF0072  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 JF0072  DYNAMIC HT  -         390.063 (meters)    1279.73  (feet)  COMP
 JF0072  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 JF0072
 JF0072  VERT ORDER  -  SECOND    CLASS 0
 JF0072
 JF0072.The horizontal coordinates were scaled from a topographic map and have
 JF0072.an estimated accuracy of +/- 6 seconds.
 JF0072
 JF0072.The orthometric height was determined by differential leveling
 JF0072.and adjusted by the National Geodetic Survey in June 1991..
 JF0072
 JF0072.The geoid height was determined by GEOID03.
 JF0072
 JF0072.The dynamic height is computed by dividing the NAVD 88
 JF0072.geopotential number by the normal gravity value computed on the
 JF0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0072.degrees latitude (g = 980.6199 gals.).
 JF0072
 JF0072.The modeled gravity was interpolated from observed gravity values.
 JF0072
 JF0072;                    North         East    Units  Estimated Accuracy
 JF0072;SPC KS S     -   623,220.      603,910.      MT  (+/- 180 meters Scaled)
 JF0072
 JF0072                          SUPERSEDED SURVEY CONTROL
 JF0072
 JF0072  NGVD 29 (??/??/92)  390.191  (m)         1280.15   (f) ADJ UNCH    2 0
 JF0072
 JF0072.Superseded values are not recommended for survey control.
 JF0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0072.See file dsdata.txt to determine how the superseded data were derived.
 JF0072
 JF0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH473822(NAD 83)
 JF0072_MARKER: R = RIVET
 JF0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0072_SP_SET: CULVERT
 JF0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0072
 JF0072  HISTORY     - Date     Condition        Report By
 JF0072  HISTORY     - UNK      MONUMENTED       MPRR
 JF0072  HISTORY     - 1935     GOOD             NGS
 JF0072
 JF0072                          STATION DESCRIPTION
 JF0072
 JF0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0072'0.6 MI E FROM ALLEN.
 JF0072'0.6 MILE E. OF ALLEN STATION ALONG MO. PAC. RR. AT MP 405/07,
 JF0072'1 FT. E. OF W. END OF N. HEADWALL OF 3 X 4 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0071 ***********************************************************************
 JF0071  DESIGNATION -  RIVET 1050
 JF0071  PID         -  JF0071
 JF0071  STATE/COUNTY-  KS/LYON
 JF0071  USGS QUAD   -  ALLEN (1983)
 JF0071
 JF0071                         *CURRENT SURVEY CONTROL
 JF0071  ___________________________________________________________________
 JF0071* NAD 83(1986)-  38 39 15.     (N)    096 10 00.     (W)     SCALED    
 JF0071* NAVD 88     -       400.301  (meters)    1313.32   (feet)  ADJUSTED  
 JF0071  ___________________________________________________________________
 JF0071  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 JF0071  DYNAMIC HT  -         400.018 (meters)    1312.39  (feet)  COMP
 JF0071  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 JF0071
 JF0071  VERT ORDER  -  SECOND    CLASS 0
 JF0071
 JF0071.The horizontal coordinates were scaled from a topographic map and have
 JF0071.an estimated accuracy of +/- 6 seconds.
 JF0071
 JF0071.The orthometric height was determined by differential leveling
 JF0071.and adjusted by the National Geodetic Survey in June 1991..
 JF0071
 JF0071.The geoid height was determined by GEOID03.
 JF0071
 JF0071.The dynamic height is computed by dividing the NAVD 88
 JF0071.geopotential number by the normal gravity value computed on the
 JF0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0071.degrees latitude (g = 980.6199 gals.).
 JF0071
 JF0071.The modeled gravity was interpolated from observed gravity values.
 JF0071
 JF0071;                    North         East    Units  Estimated Accuracy
 JF0071;SPC KS S     -   623,130.      603,090.      MT  (+/- 180 meters Scaled)
 JF0071
 JF0071                          SUPERSEDED SURVEY CONTROL
 JF0071
 JF0071  NGVD 29 (??/??/92)  400.153  (m)         1312.84   (f) ADJ UNCH    2 0
 JF0071
 JF0071.Superseded values are not recommended for survey control.
 JF0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0071.See file dsdata.txt to determine how the superseded data were derived.
 JF0071
 JF0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH465822(NAD 83)
 JF0071_MARKER: R = RIVET
 JF0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0071_SP_SET: CONCRETE FOUNDATION
 JF0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0071
 JF0071  HISTORY     - Date     Condition        Report By
 JF0071  HISTORY     - UNK      MONUMENTED       MPRR
 JF0071  HISTORY     - 1935     GOOD             NGS
 JF0071
 JF0071                          STATION DESCRIPTION
 JF0071
 JF0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0071'AT ALLEN STATION.
 JF0071'ALONG MO. PAC. RR. IN N.W. CORNER OF CONC. FOUNDATION OF BLOCK
 JF0071'SIGNAL 4056, 300 YDS. E. OF ALLEN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0069 ***********************************************************************
 JF0069  DESIGNATION -  RIVET 1051
 JF0069  PID         -  JF0069
 JF0069  STATE/COUNTY-  KS/LYON
 JF0069  USGS QUAD   -  ALLEN (1983)
 JF0069
 JF0069                         *CURRENT SURVEY CONTROL
 JF0069  ___________________________________________________________________
 JF0069* NAD 83(1986)-  38 39 06.     (N)    096 10 39.     (W)     SCALED    
 JF0069* NAVD 88     -       403.841  (meters)    1324.93   (feet)  ADJUSTED  
 JF0069  ___________________________________________________________________
 JF0069  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 JF0069  DYNAMIC HT  -         403.556 (meters)    1324.00  (feet)  COMP
 JF0069  MODELED GRAV-     979,908.6   (mgal)                       NAVD 88
 JF0069
 JF0069  VERT ORDER  -  SECOND    CLASS 0
 JF0069
 JF0069.The horizontal coordinates were scaled from a topographic map and have
 JF0069.an estimated accuracy of +/- 6 seconds.
 JF0069
 JF0069.The orthometric height was determined by differential leveling
 JF0069.and adjusted by the National Geodetic Survey in June 1991..
 JF0069
 JF0069.The geoid height was determined by GEOID03.
 JF0069
 JF0069.The dynamic height is computed by dividing the NAVD 88
 JF0069.geopotential number by the normal gravity value computed on the
 JF0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0069.degrees latitude (g = 980.6199 gals.).
 JF0069
 JF0069.The modeled gravity was interpolated from observed gravity values.
 JF0069
 JF0069;                    North         East    Units  Estimated Accuracy
 JF0069;SPC KS S     -   622,830.      602,160.      MT  (+/- 180 meters Scaled)
 JF0069
 JF0069                          SUPERSEDED SURVEY CONTROL
 JF0069
 JF0069  NGVD 29 (??/??/92)  403.694  (m)         1324.45   (f) ADJ UNCH    2 0
 JF0069
 JF0069.Superseded values are not recommended for survey control.
 JF0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0069.See file dsdata.txt to determine how the superseded data were derived.
 JF0069
 JF0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH456819(NAD 83)
 JF0069_MARKER: R = RIVET
 JF0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0069_SP_SET: CULVERT
 JF0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0069
 JF0069  HISTORY     - Date     Condition        Report By
 JF0069  HISTORY     - UNK      MONUMENTED       MPRR
 JF0069  HISTORY     - 1935     GOOD             NGS
 JF0069
 JF0069                          STATION DESCRIPTION
 JF0069
 JF0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0069'0.5 MI W FROM ALLEN.
 JF0069'0.5 MILE W. OF ALLEN STATION ALONG MO. PAC. RR. AT MP 406/13,
 JF0069'1 FT. E. OF W. END OF N. HEADWALL OF 4 X 6 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0068 ***********************************************************************
 JF0068  DESIGNATION -  RIVET 1052
 JF0068  PID         -  JF0068
 JF0068  STATE/COUNTY-  KS/LYON
 JF0068  USGS QUAD   -  ALLEN (1983)
 JF0068
 JF0068                         *CURRENT SURVEY CONTROL
 JF0068  ___________________________________________________________________
 JF0068* NAD 83(1986)-  38 38 44.     (N)    096 11 11.     (W)     SCALED    
 JF0068* NAVD 88     -       406.936  (meters)    1335.09   (feet)  ADJUSTED  
 JF0068  ___________________________________________________________________
 JF0068  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 JF0068  DYNAMIC HT  -         406.648 (meters)    1334.14  (feet)  COMP
 JF0068  MODELED GRAV-     979,908.3   (mgal)                       NAVD 88
 JF0068
 JF0068  VERT ORDER  -  SECOND    CLASS 0
 JF0068
 JF0068.The horizontal coordinates were scaled from a topographic map and have
 JF0068.an estimated accuracy of +/- 6 seconds.
 JF0068
 JF0068.The orthometric height was determined by differential leveling
 JF0068.and adjusted by the National Geodetic Survey in June 1991..
 JF0068
 JF0068.The geoid height was determined by GEOID03.
 JF0068
 JF0068.The dynamic height is computed by dividing the NAVD 88
 JF0068.geopotential number by the normal gravity value computed on the
 JF0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0068.degrees latitude (g = 980.6199 gals.).
 JF0068
 JF0068.The modeled gravity was interpolated from observed gravity values.
 JF0068
 JF0068;                    North         East    Units  Estimated Accuracy
 JF0068;SPC KS S     -   622,140.      601,400.      MT  (+/- 180 meters Scaled)
 JF0068
 JF0068                          SUPERSEDED SURVEY CONTROL
 JF0068
 JF0068  NGVD 29 (??/??/92)  406.788  (m)         1334.60   (f) ADJ UNCH    2 0
 JF0068
 JF0068.Superseded values are not recommended for survey control.
 JF0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0068.See file dsdata.txt to determine how the superseded data were derived.
 JF0068
 JF0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH448812(NAD 83)
 JF0068_MARKER: R = RIVET
 JF0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0068_SP_SET: CULVERT
 JF0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0068
 JF0068  HISTORY     - Date     Condition        Report By
 JF0068  HISTORY     - UNK      MONUMENTED       MPRR
 JF0068  HISTORY     - 1935     GOOD             NGS
 JF0068
 JF0068                          STATION DESCRIPTION
 JF0068
 JF0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0068'1.1 MI W FROM ALLEN.
 JF0068'1.1 MILES W. OF ALLEN STATION ALONG MO. PAC. RR. AT MP 406/39,
 JF0068'1 FT. E. OF W. END OF N. HEADWALL OF 4 X 4 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0066 ***********************************************************************
 JF0066  DESIGNATION -  RIVET 1053
 JF0066  PID         -  JF0066
 JF0066  STATE/COUNTY-  KS/LYON
 JF0066  USGS QUAD   -  ALLEN (1983)
 JF0066
 JF0066                         *CURRENT SURVEY CONTROL
 JF0066  ___________________________________________________________________
 JF0066* NAD 83(1986)-  38 38 32.     (N)    096 11 39.     (W)     SCALED    
 JF0066* NAVD 88     -       413.301  (meters)    1355.97   (feet)  ADJUSTED  
 JF0066  ___________________________________________________________________
 JF0066  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 JF0066  DYNAMIC HT  -         413.008 (meters)    1355.01  (feet)  COMP
 JF0066  MODELED GRAV-     979,908.2   (mgal)                       NAVD 88
 JF0066
 JF0066  VERT ORDER  -  SECOND    CLASS 0
 JF0066
 JF0066.The horizontal coordinates were scaled from a topographic map and have
 JF0066.an estimated accuracy of +/- 6 seconds.
 JF0066
 JF0066.The orthometric height was determined by differential leveling
 JF0066.and adjusted by the National Geodetic Survey in June 1991..
 JF0066
 JF0066.The geoid height was determined by GEOID03.
 JF0066
 JF0066.The dynamic height is computed by dividing the NAVD 88
 JF0066.geopotential number by the normal gravity value computed on the
 JF0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0066.degrees latitude (g = 980.6199 gals.).
 JF0066
 JF0066.The modeled gravity was interpolated from observed gravity values.
 JF0066
 JF0066;                    North         East    Units  Estimated Accuracy
 JF0066;SPC KS S     -   621,750.      600,730.      MT  (+/- 180 meters Scaled)
 JF0066
 JF0066                          SUPERSEDED SURVEY CONTROL
 JF0066
 JF0066  NGVD 29 (??/??/92)  413.154  (m)         1355.49   (f) ADJ UNCH    2 0
 JF0066
 JF0066.Superseded values are not recommended for survey control.
 JF0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0066.See file dsdata.txt to determine how the superseded data were derived.
 JF0066
 JF0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH442808(NAD 83)
 JF0066_MARKER: R = RIVET
 JF0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0066_SP_SET: CONCRETE FOUNDATION
 JF0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0066
 JF0066  HISTORY     - Date     Condition        Report By
 JF0066  HISTORY     - UNK      MONUMENTED       MPRR
 JF0066  HISTORY     - 1935     GOOD             NGS
 JF0066
 JF0066                          STATION DESCRIPTION
 JF0066
 JF0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0066'1.6 MI W FROM ALLEN.
 JF0066'1.6 MILES W. OF ALLEN STATION ALONG MO. PAC. RR. AT MP 407/19,
 JF0066'IN N.W. CORNER OF CONC. FOUNDATION OF RELAY CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0065 ***********************************************************************
 JF0065  DESIGNATION -  RIVET 1054
 JF0065  PID         -  JF0065
 JF0065  STATE/COUNTY-  KS/LYON
 JF0065  USGS QUAD   -  ALLEN (1983)
 JF0065
 JF0065                         *CURRENT SURVEY CONTROL
 JF0065  ___________________________________________________________________
 JF0065* NAD 83(1986)-  38 38 31.     (N)    096 12 10.     (W)     SCALED    
 JF0065* NAVD 88     -       406.198  (meters)    1332.67   (feet)  ADJUSTED  
 JF0065  ___________________________________________________________________
 JF0065  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 JF0065  DYNAMIC HT  -         405.910 (meters)    1331.72  (feet)  COMP
 JF0065  MODELED GRAV-     979,908.5   (mgal)                       NAVD 88
 JF0065
 JF0065  VERT ORDER  -  SECOND    CLASS 0
 JF0065
 JF0065.The horizontal coordinates were scaled from a topographic map and have
 JF0065.an estimated accuracy of +/- 6 seconds.
 JF0065
 JF0065.The orthometric height was determined by differential leveling
 JF0065.and adjusted by the National Geodetic Survey in June 1991..
 JF0065
 JF0065.The geoid height was determined by GEOID03.
 JF0065
 JF0065.The dynamic height is computed by dividing the NAVD 88
 JF0065.geopotential number by the normal gravity value computed on the
 JF0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0065.degrees latitude (g = 980.6199 gals.).
 JF0065
 JF0065.The modeled gravity was interpolated from observed gravity values.
 JF0065
 JF0065;                    North         East    Units  Estimated Accuracy
 JF0065;SPC KS S     -   621,700.      599,980.      MT  (+/- 180 meters Scaled)
 JF0065
 JF0065                          SUPERSEDED SURVEY CONTROL
 JF0065
 JF0065  NGVD 29 (??/??/92)  406.051  (m)         1332.19   (f) ADJ UNCH    2 0
 JF0065
 JF0065.Superseded values are not recommended for survey control.
 JF0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0065.See file dsdata.txt to determine how the superseded data were derived.
 JF0065
 JF0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH434807(NAD 83)
 JF0065_MARKER: R = RIVET
 JF0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0065_SP_SET: CULVERT
 JF0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0065
 JF0065  HISTORY     - Date     Condition        Report By
 JF0065  HISTORY     - UNK      MONUMENTED       MPRR
 JF0065  HISTORY     - 1935     GOOD             NGS
 JF0065
 JF0065                          STATION DESCRIPTION
 JF0065
 JF0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0065'2.1 MI W FROM ALLEN.
 JF0065'2.1 MILES W. OF ALLEN STATION ALONG MO. PAC. RR. AT MP 407/37,
 JF0065'1 FT. E. OF W. END OF N. HEADWALL OF 3 X 4 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0064 ***********************************************************************
 JF0064  DESIGNATION -  RIVET 1055
 JF0064  PID         -  JF0064
 JF0064  STATE/COUNTY-  KS/LYON
 JF0064  USGS QUAD   -  ALLEN (1983)
 JF0064
 JF0064                         *CURRENT SURVEY CONTROL
 JF0064  ___________________________________________________________________
 JF0064* NAD 83(1986)-  38 38 31.     (N)    096 12 48.     (W)     SCALED    
 JF0064* NAVD 88     -       400.652  (meters)    1314.47   (feet)  ADJUSTED  
 JF0064  ___________________________________________________________________
 JF0064  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 JF0064  DYNAMIC HT  -         400.369 (meters)    1313.54  (feet)  COMP
 JF0064  MODELED GRAV-     979,908.9   (mgal)                       NAVD 88
 JF0064
 JF0064  VERT ORDER  -  SECOND    CLASS 0
 JF0064
 JF0064.The horizontal coordinates were scaled from a topographic map and have
 JF0064.an estimated accuracy of +/- 6 seconds.
 JF0064
 JF0064.The orthometric height was determined by differential leveling
 JF0064.and adjusted by the National Geodetic Survey in June 1991..
 JF0064
 JF0064.The geoid height was determined by GEOID03.
 JF0064
 JF0064.The dynamic height is computed by dividing the NAVD 88
 JF0064.geopotential number by the normal gravity value computed on the
 JF0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0064.degrees latitude (g = 980.6199 gals.).
 JF0064
 JF0064.The modeled gravity was interpolated from observed gravity values.
 JF0064
 JF0064;                    North         East    Units  Estimated Accuracy
 JF0064;SPC KS S     -   621,680.      599,060.      MT  (+/- 180 meters Scaled)
 JF0064
 JF0064                          SUPERSEDED SURVEY CONTROL
 JF0064
 JF0064  NGVD 29 (??/??/92)  400.507  (m)         1314.00   (f) ADJ UNCH    2 0
 JF0064
 JF0064.Superseded values are not recommended for survey control.
 JF0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0064.See file dsdata.txt to determine how the superseded data were derived.
 JF0064
 JF0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH425807(NAD 83)
 JF0064_MARKER: R = RIVET
 JF0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0064_SP_SET: BRIDGE ABUTMENT
 JF0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0064
 JF0064  HISTORY     - Date     Condition        Report By
 JF0064  HISTORY     - UNK      MONUMENTED       MPRR
 JF0064  HISTORY     - 1935     GOOD             NGS
 JF0064
 JF0064                          STATION DESCRIPTION
 JF0064
 JF0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0064'2.5 MI E FROM BUSHONG.
 JF0064'2.5 MILES E. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 408/20
 JF0064'IN N. END OF W. ABUTMENT OF CONC. BRIDGE 115.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0063 ***********************************************************************
 JF0063  DESIGNATION -  RIVET 1056
 JF0063  PID         -  JF0063
 JF0063  STATE/COUNTY-  KS/LYON
 JF0063  USGS QUAD   -  ALLEN (1983)
 JF0063
 JF0063                         *CURRENT SURVEY CONTROL
 JF0063  ___________________________________________________________________
 JF0063* NAD 83(1986)-  38 38 32.     (N)    096 13 05.     (W)     SCALED    
 JF0063* NAVD 88     -       399.447  (meters)    1310.52   (feet)  ADJUSTED  
 JF0063  ___________________________________________________________________
 JF0063  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 JF0063  DYNAMIC HT  -         399.164 (meters)    1309.59  (feet)  COMP
 JF0063  MODELED GRAV-     979,909.1   (mgal)                       NAVD 88
 JF0063
 JF0063  VERT ORDER  -  SECOND    CLASS 0
 JF0063
 JF0063.The horizontal coordinates were scaled from a topographic map and have
 JF0063.an estimated accuracy of +/- 6 seconds.
 JF0063
 JF0063.The orthometric height was determined by differential leveling
 JF0063.and adjusted by the National Geodetic Survey in June 1991..
 JF0063
 JF0063.The geoid height was determined by GEOID03.
 JF0063
 JF0063.The dynamic height is computed by dividing the NAVD 88
 JF0063.geopotential number by the normal gravity value computed on the
 JF0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0063.degrees latitude (g = 980.6199 gals.).
 JF0063
 JF0063.The modeled gravity was interpolated from observed gravity values.
 JF0063
 JF0063;                    North         East    Units  Estimated Accuracy
 JF0063;SPC KS S     -   621,700.      598,650.      MT  (+/- 180 meters Scaled)
 JF0063
 JF0063                          SUPERSEDED SURVEY CONTROL
 JF0063
 JF0063  NGVD 29 (??/??/92)  399.301  (m)         1310.04   (f) ADJ UNCH    2 0
 JF0063
 JF0063.Superseded values are not recommended for survey control.
 JF0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0063.See file dsdata.txt to determine how the superseded data were derived.
 JF0063
 JF0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH421807(NAD 83)
 JF0063_MARKER: R = RIVET
 JF0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0063_SP_SET: CONCRETE FOUNDATION
 JF0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0063
 JF0063  HISTORY     - Date     Condition        Report By
 JF0063  HISTORY     - UNK      MONUMENTED       MPRR
 JF0063  HISTORY     - 1935     GOOD             NGS
 JF0063
 JF0063                          STATION DESCRIPTION
 JF0063
 JF0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0063'2.3 MI E FROM BUSHONG.
 JF0063'2.3 MILES E. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 408/30
 JF0063'IN N.W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL 4086.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0061 ***********************************************************************
 JF0061  DESIGNATION -  RIVET 1058
 JF0061  PID         -  JF0061
 JF0061  STATE/COUNTY-  KS/LYON
 JF0061  USGS QUAD   -  ALLEN (1983)
 JF0061
 JF0061                         *CURRENT SURVEY CONTROL
 JF0061  ___________________________________________________________________
 JF0061* NAD 83(1986)-  38 38 42.     (N)    096 13 34.     (W)     SCALED    
 JF0061* NAVD 88     -       399.810  (meters)    1311.71   (feet)  ADJUSTED  
 JF0061  ___________________________________________________________________
 JF0061  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 JF0061  DYNAMIC HT  -         399.528 (meters)    1310.78  (feet)  COMP
 JF0061  MODELED GRAV-     979,909.7   (mgal)                       NAVD 88
 JF0061
 JF0061  VERT ORDER  -  SECOND    CLASS 0
 JF0061
 JF0061.The horizontal coordinates were scaled from a topographic map and have
 JF0061.an estimated accuracy of +/- 6 seconds.
 JF0061
 JF0061.The orthometric height was determined by differential leveling
 JF0061.and adjusted by the National Geodetic Survey in June 1991..
 JF0061
 JF0061.The geoid height was determined by GEOID03.
 JF0061
 JF0061.The dynamic height is computed by dividing the NAVD 88
 JF0061.geopotential number by the normal gravity value computed on the
 JF0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0061.degrees latitude (g = 980.6199 gals.).
 JF0061
 JF0061.The modeled gravity was interpolated from observed gravity values.
 JF0061
 JF0061;                    North         East    Units  Estimated Accuracy
 JF0061;SPC KS S     -   621,990.      597,940.      MT  (+/- 180 meters Scaled)
 JF0061
 JF0061                          SUPERSEDED SURVEY CONTROL
 JF0061
 JF0061  NGVD 29 (??/??/92)  399.665  (m)         1311.23   (f) ADJ UNCH    2 0
 JF0061
 JF0061.Superseded values are not recommended for survey control.
 JF0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0061.See file dsdata.txt to determine how the superseded data were derived.
 JF0061
 JF0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH414810(NAD 83)
 JF0061_MARKER: R = RIVET
 JF0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0061_SP_SET: BRIDGE ABUTMENT
 JF0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0061
 JF0061  HISTORY     - Date     Condition        Report By
 JF0061  HISTORY     - UNK      MONUMENTED       MPRR
 JF0061  HISTORY     - 1935     GOOD             NGS
 JF0061
 JF0061                          STATION DESCRIPTION
 JF0061
 JF0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0061'1.8 MI E FROM BUSHONG.
 JF0061'1.8 MILES E. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 409/09
 JF0061'AT N. END OF W. CONC. ABUTMENT OF BRIDGE 116.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0060 ***********************************************************************
 JF0060  DESIGNATION -  RIVET 1059
 JF0060  PID         -  JF0060
 JF0060  STATE/COUNTY-  KS/LYON
 JF0060  USGS QUAD   -  ALLEN (1983)
 JF0060
 JF0060                         *CURRENT SURVEY CONTROL
 JF0060  ___________________________________________________________________
 JF0060* NAD 83(1986)-  38 38 46.     (N)    096 14 11.     (W)     SCALED    
 JF0060* NAVD 88     -       404.799  (meters)    1328.08   (feet)  ADJUSTED  
 JF0060  ___________________________________________________________________
 JF0060  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 JF0060  DYNAMIC HT  -         404.513 (meters)    1327.14  (feet)  COMP
 JF0060  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 JF0060
 JF0060  VERT ORDER  -  SECOND    CLASS 0
 JF0060
 JF0060.The horizontal coordinates were scaled from a topographic map and have
 JF0060.an estimated accuracy of +/- 6 seconds.
 JF0060
 JF0060.The orthometric height was determined by differential leveling
 JF0060.and adjusted by the National Geodetic Survey in June 1991..
 JF0060
 JF0060.The geoid height was determined by GEOID03.
 JF0060
 JF0060.The dynamic height is computed by dividing the NAVD 88
 JF0060.geopotential number by the normal gravity value computed on the
 JF0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0060.degrees latitude (g = 980.6199 gals.).
 JF0060
 JF0060.The modeled gravity was interpolated from observed gravity values.
 JF0060
 JF0060;                    North         East    Units  Estimated Accuracy
 JF0060;SPC KS S     -   622,090.      597,050.      MT  (+/- 180 meters Scaled)
 JF0060
 JF0060                          SUPERSEDED SURVEY CONTROL
 JF0060
 JF0060  NGVD 29 (??/??/92)  404.654  (m)         1327.60   (f) ADJ UNCH    2 0
 JF0060
 JF0060.Superseded values are not recommended for survey control.
 JF0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0060.See file dsdata.txt to determine how the superseded data were derived.
 JF0060
 JF0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH405811(NAD 83)
 JF0060_MARKER: R = RIVET
 JF0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0060_SP_SET: CULVERT
 JF0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0060
 JF0060  HISTORY     - Date     Condition        Report By
 JF0060  HISTORY     - UNK      MONUMENTED       MPRR
 JF0060  HISTORY     - 1935     GOOD             NGS
 JF0060
 JF0060                          STATION DESCRIPTION
 JF0060
 JF0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0060'1.2 MI E FROM BUSHONG.
 JF0060'1.2 MILES E. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 409/33,
 JF0060'1 FT. E. OF W. END OF N. HEADWALL OF DOUBLE 7 X 5 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0058 ***********************************************************************
 JF0058  DESIGNATION -  RIVET 1060
 JF0058  PID         -  JF0058
 JF0058  STATE/COUNTY-  KS/LYON
 JF0058  USGS QUAD   -  ALLEN (1983)
 JF0058
 JF0058                         *CURRENT SURVEY CONTROL
 JF0058  ___________________________________________________________________
 JF0058* NAD 83(1986)-  38 38 38.     (N)    096 14 44.     (W)     SCALED    
 JF0058* NAVD 88     -       409.463  (meters)    1343.38   (feet)  ADJUSTED  
 JF0058  ___________________________________________________________________
 JF0058  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 JF0058  DYNAMIC HT  -         409.173 (meters)    1342.43  (feet)  COMP
 JF0058  MODELED GRAV-     979,909.8   (mgal)                       NAVD 88
 JF0058
 JF0058  VERT ORDER  -  SECOND    CLASS 0
 JF0058
 JF0058.The horizontal coordinates were scaled from a topographic map and have
 JF0058.an estimated accuracy of +/- 6 seconds.
 JF0058
 JF0058.The orthometric height was determined by differential leveling
 JF0058.and adjusted by the National Geodetic Survey in June 1991..
 JF0058
 JF0058.The geoid height was determined by GEOID03.
 JF0058
 JF0058.The dynamic height is computed by dividing the NAVD 88
 JF0058.geopotential number by the normal gravity value computed on the
 JF0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0058.degrees latitude (g = 980.6199 gals.).
 JF0058
 JF0058.The modeled gravity was interpolated from observed gravity values.
 JF0058
 JF0058;                    North         East    Units  Estimated Accuracy
 JF0058;SPC KS S     -   621,820.      596,250.      MT  (+/- 180 meters Scaled)
 JF0058
 JF0058                          SUPERSEDED SURVEY CONTROL
 JF0058
 JF0058  NGVD 29 (??/??/92)  409.317  (m)         1342.90   (f) ADJ UNCH    2 0
 JF0058
 JF0058.Superseded values are not recommended for survey control.
 JF0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0058.See file dsdata.txt to determine how the superseded data were derived.
 JF0058
 JF0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH397808(NAD 83)
 JF0058_MARKER: R = RIVET
 JF0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0058_SP_SET: CONCRETE FOUNDATION
 JF0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0058
 JF0058  HISTORY     - Date     Condition        Report By
 JF0058  HISTORY     - UNK      MONUMENTED       MPRR
 JF0058  HISTORY     - 1935     GOOD             NGS
 JF0058
 JF0058                          STATION DESCRIPTION
 JF0058
 JF0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0058'0.7 MI E FROM BUSHONG.
 JF0058'0.7 MILE E. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 410/13
 JF0058'IN N.E. CORNER OF CONC. FOUNDATION OF RELAY CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0057 ***********************************************************************
 JF0057  DESIGNATION -  RIVET 1061
 JF0057  PID         -  JF0057
 JF0057  STATE/COUNTY-  KS/LYON
 JF0057  USGS QUAD   -  BUSHONG (1971)
 JF0057
 JF0057                         *CURRENT SURVEY CONTROL
 JF0057  ___________________________________________________________________
 JF0057* NAD 83(1986)-  38 38 32.     (N)    096 15 17.     (W)     SCALED    
 JF0057* NAVD 88     -       418.752  (meters)    1373.86   (feet)  ADJUSTED  
 JF0057  ___________________________________________________________________
 JF0057  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 JF0057  DYNAMIC HT  -         418.456 (meters)    1372.88  (feet)  COMP
 JF0057  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 JF0057
 JF0057  VERT ORDER  -  SECOND    CLASS 0
 JF0057
 JF0057.The horizontal coordinates were scaled from a topographic map and have
 JF0057.an estimated accuracy of +/- 6 seconds.
 JF0057
 JF0057.The orthometric height was determined by differential leveling
 JF0057.and adjusted by the National Geodetic Survey in June 1991..
 JF0057
 JF0057.The geoid height was determined by GEOID03.
 JF0057
 JF0057.The dynamic height is computed by dividing the NAVD 88
 JF0057.geopotential number by the normal gravity value computed on the
 JF0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0057.degrees latitude (g = 980.6199 gals.).
 JF0057
 JF0057.The modeled gravity was interpolated from observed gravity values.
 JF0057
 JF0057;                    North         East    Units  Estimated Accuracy
 JF0057;SPC KS S     -   621,620.      595,460.      MT  (+/- 180 meters Scaled)
 JF0057
 JF0057                          SUPERSEDED SURVEY CONTROL
 JF0057
 JF0057  NGVD 29 (??/??/92)  418.606  (m)         1373.38   (f) ADJ UNCH    2 0
 JF0057
 JF0057.Superseded values are not recommended for survey control.
 JF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0057.See file dsdata.txt to determine how the superseded data were derived.
 JF0057
 JF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH389806(NAD 83)
 JF0057_MARKER: R = RIVET
 JF0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0057_SP_SET: CONCRETE FOUNDATION
 JF0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0057
 JF0057  HISTORY     - Date     Condition        Report By
 JF0057  HISTORY     - UNK      MONUMENTED       MPRR
 JF0057  HISTORY     - 1935     GOOD             NGS
 JF0057
 JF0057                          STATION DESCRIPTION
 JF0057
 JF0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0057'0.2 MI E FROM BUSHONG.
 JF0057'0.2 MILE E. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 410/34
 JF0057'IN N.W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL 4108.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0056 ***********************************************************************
 JF0056  DESIGNATION -  RIVET 1062
 JF0056  PID         -  JF0056
 JF0056  STATE/COUNTY-  KS/LYON
 JF0056  USGS QUAD   -  BUSHONG (1971)
 JF0056
 JF0056                         *CURRENT SURVEY CONTROL
 JF0056  ___________________________________________________________________
 JF0056* NAD 83(1986)-  38 38 30.     (N)    096 15 31.     (W)     SCALED    
 JF0056* NAVD 88     -       421.643  (meters)    1383.34   (feet)  ADJUSTED  
 JF0056  ___________________________________________________________________
 JF0056  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 JF0056  DYNAMIC HT  -         421.345 (meters)    1382.36  (feet)  COMP
 JF0056  MODELED GRAV-     979,909.3   (mgal)                       NAVD 88
 JF0056
 JF0056  VERT ORDER  -  SECOND    CLASS 0
 JF0056
 JF0056.The horizontal coordinates were scaled from a topographic map and have
 JF0056.an estimated accuracy of +/- 6 seconds.
 JF0056
 JF0056.The orthometric height was determined by differential leveling
 JF0056.and adjusted by the National Geodetic Survey in June 1991..
 JF0056
 JF0056.The geoid height was determined by GEOID03.
 JF0056
 JF0056.The dynamic height is computed by dividing the NAVD 88
 JF0056.geopotential number by the normal gravity value computed on the
 JF0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0056.degrees latitude (g = 980.6199 gals.).
 JF0056
 JF0056.The modeled gravity was interpolated from observed gravity values.
 JF0056
 JF0056;                    North         East    Units  Estimated Accuracy
 JF0056;SPC KS S     -   621,550.      595,120.      MT  (+/- 180 meters Scaled)
 JF0056
 JF0056                          SUPERSEDED SURVEY CONTROL
 JF0056
 JF0056  NGVD 29 (??/??/92)  421.497  (m)         1382.86   (f) ADJ UNCH    2 0
 JF0056
 JF0056.Superseded values are not recommended for survey control.
 JF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0056.See file dsdata.txt to determine how the superseded data were derived.
 JF0056
 JF0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH385805(NAD 83)
 JF0056_MARKER: R = RIVET
 JF0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0056_SP_SET: CONCRETE FOUNDATION
 JF0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0056
 JF0056  HISTORY     - Date     Condition        Report By
 JF0056  HISTORY     - UNK      MONUMENTED       MPRR
 JF0056  HISTORY     - 1935     GOOD             NGS
 JF0056  HISTORY     - 1968     GOOD             NGS
 JF0056
 JF0056                          STATION DESCRIPTION
 JF0056
 JF0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0056'AT BUSHONG.
 JF0056'ALONG MO. PAC. RR. IN S.E. CORNER OF CONC. FOUNDATION OF SIGNAL
 JF0056'IN FRONT OF BUSHONG STATION.  NOTE-- THE RAILROAD STATION AND
 JF0056'SIGNAL ARE GONE, BUT OLD SIGNAL FOUNDATION STILL IN PLACE.
 JF0056
 JF0056                          STATION RECOVERY (1968)
 JF0056
 JF0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0054 ***********************************************************************
 JF0054  DESIGNATION -  RIVET 1063
 JF0054  PID         -  JF0054
 JF0054  STATE/COUNTY-  KS/LYON
 JF0054  USGS QUAD   -  BUSHONG (1971)
 JF0054
 JF0054                         *CURRENT SURVEY CONTROL
 JF0054  ___________________________________________________________________
 JF0054* NAD 83(1986)-  38 38 41.     (N)    096 16 14.     (W)     SCALED    
 JF0054* NAVD 88     -       433.134  (meters)    1421.04   (feet)  ADJUSTED  
 JF0054  ___________________________________________________________________
 JF0054  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 JF0054  DYNAMIC HT  -         432.828 (meters)    1420.04  (feet)  COMP
 JF0054  MODELED GRAV-     979,909.6   (mgal)                       NAVD 88
 JF0054
 JF0054  VERT ORDER  -  SECOND    CLASS 0
 JF0054
 JF0054.The horizontal coordinates were scaled from a topographic map and have
 JF0054.an estimated accuracy of +/- 6 seconds.
 JF0054
 JF0054.The orthometric height was determined by differential leveling
 JF0054.and adjusted by the National Geodetic Survey in June 1991..
 JF0054
 JF0054.The geoid height was determined by GEOID03.
 JF0054
 JF0054.The dynamic height is computed by dividing the NAVD 88
 JF0054.geopotential number by the normal gravity value computed on the
 JF0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0054.degrees latitude (g = 980.6199 gals.).
 JF0054
 JF0054.The modeled gravity was interpolated from observed gravity values.
 JF0054
 JF0054;                    North         East    Units  Estimated Accuracy
 JF0054;SPC KS S     -   621,860.      594,080.      MT  (+/- 180 meters Scaled)
 JF0054
 JF0054                          SUPERSEDED SURVEY CONTROL
 JF0054
 JF0054  NGVD 29 (??/??/92)  432.985  (m)         1420.55   (f) ADJ UNCH    2 0
 JF0054
 JF0054.Superseded values are not recommended for survey control.
 JF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0054.See file dsdata.txt to determine how the superseded data were derived.
 JF0054
 JF0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH375808(NAD 83)
 JF0054_MARKER: R = RIVET
 JF0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0054_SP_SET: CONCRETE FOUNDATION
 JF0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0054
 JF0054  HISTORY     - Date     Condition        Report By
 JF0054  HISTORY     - UNK      MONUMENTED       MPRR
 JF0054  HISTORY     - 1935     GOOD             NGS
 JF0054
 JF0054                          STATION DESCRIPTION
 JF0054
 JF0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0054'0.7 MI W FROM BUSHONG.
 JF0054'0.7 MILE W. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 411/33
 JF0054'IN CENTER OF S. SIDE OF CONC. FOUNDATION OF BLOCK SIGNAL 4117
 JF0054'AT E. END OF BW SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0053 ***********************************************************************
 JF0053  DESIGNATION -  RIVET 1064
 JF0053  PID         -  JF0053
 JF0053  STATE/COUNTY-  KS/LYON
 JF0053  USGS QUAD   -  BUSHONG (1971)
 JF0053
 JF0053                         *CURRENT SURVEY CONTROL
 JF0053  ___________________________________________________________________
 JF0053* NAD 83(1986)-  38 38 46.     (N)    096 16 48.     (W)     SCALED    
 JF0053* NAVD 88     -       439.577  (meters)    1442.18   (feet)  ADJUSTED  
 JF0053  ___________________________________________________________________
 JF0053  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 JF0053  DYNAMIC HT  -         439.267 (meters)    1441.16  (feet)  COMP
 JF0053  MODELED GRAV-     979,909.8   (mgal)                       NAVD 88
 JF0053
 JF0053  VERT ORDER  -  SECOND    CLASS 0
 JF0053
 JF0053.The horizontal coordinates were scaled from a topographic map and have
 JF0053.an estimated accuracy of +/- 6 seconds.
 JF0053
 JF0053.The orthometric height was determined by differential leveling
 JF0053.and adjusted by the National Geodetic Survey in June 1991..
 JF0053
 JF0053.The geoid height was determined by GEOID03.
 JF0053
 JF0053.The dynamic height is computed by dividing the NAVD 88
 JF0053.geopotential number by the normal gravity value computed on the
 JF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0053.degrees latitude (g = 980.6199 gals.).
 JF0053
 JF0053.The modeled gravity was interpolated from observed gravity values.
 JF0053
 JF0053;                    North         East    Units  Estimated Accuracy
 JF0053;SPC KS S     -   622,000.      593,250.      MT  (+/- 180 meters Scaled)
 JF0053
 JF0053                          SUPERSEDED SURVEY CONTROL
 JF0053
 JF0053  NGVD 29 (??/??/92)  439.429  (m)         1441.69   (f) ADJ UNCH    2 0
 JF0053
 JF0053.Superseded values are not recommended for survey control.
 JF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0053.See file dsdata.txt to determine how the superseded data were derived.
 JF0053
 JF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH367810(NAD 83)
 JF0053_MARKER: R = RIVET
 JF0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0053_SP_SET: CONCRETE FOUNDATION
 JF0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0053
 JF0053  HISTORY     - Date     Condition        Report By
 JF0053  HISTORY     - UNK      MONUMENTED       MPRR
 JF0053  HISTORY     - 1935     GOOD             NGS
 JF0053
 JF0053                          STATION DESCRIPTION
 JF0053
 JF0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0053'1.2 MI W FROM BUSHONG.
 JF0053'1.2 MILES W. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 412/14
 JF0053'IN N.W. CORNER OF CONC. FOUNDATION OF RELAY CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0052 ***********************************************************************
 JF0052  DESIGNATION -  RIVET 1065
 JF0052  PID         -  JF0052
 JF0052  STATE/COUNTY-  KS/LYON
 JF0052  USGS QUAD   -  BUSHONG (1971)
 JF0052
 JF0052                         *CURRENT SURVEY CONTROL
 JF0052  ___________________________________________________________________
 JF0052* NAD 83(1986)-  38 38 40.     (N)    096 17 19.     (W)     SCALED    
 JF0052* NAVD 88     -       434.894  (meters)    1426.81   (feet)  ADJUSTED  
 JF0052  ___________________________________________________________________
 JF0052  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 JF0052  DYNAMIC HT  -         434.587 (meters)    1425.81  (feet)  COMP
 JF0052  MODELED GRAV-     979,909.5   (mgal)                       NAVD 88
 JF0052
 JF0052  VERT ORDER  -  SECOND    CLASS 0
 JF0052
 JF0052.The horizontal coordinates were scaled from a topographic map and have
 JF0052.an estimated accuracy of +/- 6 seconds.
 JF0052
 JF0052.The orthometric height was determined by differential leveling
 JF0052.and adjusted by the National Geodetic Survey in June 1991..
 JF0052
 JF0052.The geoid height was determined by GEOID03.
 JF0052
 JF0052.The dynamic height is computed by dividing the NAVD 88
 JF0052.geopotential number by the normal gravity value computed on the
 JF0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0052.degrees latitude (g = 980.6199 gals.).
 JF0052
 JF0052.The modeled gravity was interpolated from observed gravity values.
 JF0052
 JF0052;                    North         East    Units  Estimated Accuracy
 JF0052;SPC KS S     -   621,800.      592,510.      MT  (+/- 180 meters Scaled)
 JF0052
 JF0052                          SUPERSEDED SURVEY CONTROL
 JF0052
 JF0052  NGVD 29 (??/??/92)  434.747  (m)         1426.33   (f) ADJ UNCH    2 0
 JF0052
 JF0052.Superseded values are not recommended for survey control.
 JF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0052.See file dsdata.txt to determine how the superseded data were derived.
 JF0052
 JF0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH359808(NAD 83)
 JF0052_MARKER: R = RIVET
 JF0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0052_SP_SET: CONCRETE BASE
 JF0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0052
 JF0052  HISTORY     - Date     Condition        Report By
 JF0052  HISTORY     - UNK      MONUMENTED       MPRR
 JF0052  HISTORY     - 1935     GOOD             NGS
 JF0052  HISTORY     - 1961     GOOD             NGS
 JF0052
 JF0052                          STATION DESCRIPTION
 JF0052
 JF0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0052'1.7 MI W FROM BUSHONG.
 JF0052'1.7 MILES W. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 412/34,
 JF0052'IN CENTER OF N. SIDE OF CONC. BASE OF CANTILEVER STEEL TOWER
 JF0052'BLOCK SIGNAL 4127 L AT W. END OF BW SIDING.
 JF0052
 JF0052                          STATION RECOVERY (1961)
 JF0052
 JF0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 JF0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0046 ***********************************************************************
 JF0046  DESIGNATION -  RIVET 1066
 JF0046  PID         -  JF0046
 JF0046  STATE/COUNTY-  KS/LYON
 JF0046  USGS QUAD   -  BUSHONG (1971)
 JF0046
 JF0046                         *CURRENT SURVEY CONTROL
 JF0046  ___________________________________________________________________
 JF0046* NAD 83(1986)-  38 38 38.     (N)    096 18 28.     (W)     SCALED    
 JF0046* NAVD 88     -       423.965  (meters)    1390.96   (feet)  ADJUSTED  
 JF0046  ___________________________________________________________________
 JF0046  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 JF0046  DYNAMIC HT  -         423.665 (meters)    1389.97  (feet)  COMP
 JF0046  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 JF0046
 JF0046  VERT ORDER  -  SECOND    CLASS 0
 JF0046
 JF0046.The horizontal coordinates were scaled from a topographic map and have
 JF0046.an estimated accuracy of +/- 6 seconds.
 JF0046
 JF0046.The orthometric height was determined by differential leveling
 JF0046.and adjusted by the National Geodetic Survey in June 1991..
 JF0046
 JF0046.The geoid height was determined by GEOID03.
 JF0046
 JF0046.The dynamic height is computed by dividing the NAVD 88
 JF0046.geopotential number by the normal gravity value computed on the
 JF0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0046.degrees latitude (g = 980.6199 gals.).
 JF0046
 JF0046.The modeled gravity was interpolated from observed gravity values.
 JF0046
 JF0046;                    North         East    Units  Estimated Accuracy
 JF0046;SPC KS S     -   621,700.      590,840.      MT  (+/- 180 meters Scaled)
 JF0046
 JF0046                          SUPERSEDED SURVEY CONTROL
 JF0046
 JF0046  NGVD 29 (??/??/92)  423.818  (m)         1390.48   (f) ADJ UNCH    2 0
 JF0046
 JF0046.Superseded values are not recommended for survey control.
 JF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0046.See file dsdata.txt to determine how the superseded data were derived.
 JF0046
 JF0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH343806(NAD 83)
 JF0046_MARKER: R = RIVET
 JF0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0046_SP_SET: CONCRETE FOUNDATION
 JF0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0046
 JF0046  HISTORY     - Date     Condition        Report By
 JF0046  HISTORY     - UNK      MONUMENTED       MPRR
 JF0046  HISTORY     - 1935     GOOD             NGS
 JF0046
 JF0046                          STATION DESCRIPTION
 JF0046
 JF0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0046'2.7 MI W FROM BUSHONG.
 JF0046'2.7 MILES W. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 413/34
 JF0046'IN N.E. CORNER OF CONC. FOUNDATION OF RELAY CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0045 ***********************************************************************
 JF0045  DESIGNATION -  RIVET 1067
 JF0045  PID         -  JF0045
 JF0045  STATE/COUNTY-  KS/LYON
 JF0045  USGS QUAD   -  BUSHONG (1971)
 JF0045
 JF0045                         *CURRENT SURVEY CONTROL
 JF0045  ___________________________________________________________________
 JF0045* NAD 83(1986)-  38 38 14.     (N)    096 19 05.     (W)     SCALED    
 JF0045* NAVD 88     -       416.008  (meters)    1364.85   (feet)  ADJUSTED  
 JF0045  ___________________________________________________________________
 JF0045  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 JF0045  DYNAMIC HT  -         415.714 (meters)    1363.89  (feet)  COMP
 JF0045  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 JF0045
 JF0045  VERT ORDER  -  SECOND    CLASS 0
 JF0045
 JF0045.The horizontal coordinates were scaled from a topographic map and have
 JF0045.an estimated accuracy of +/- 6 seconds.
 JF0045
 JF0045.The orthometric height was determined by differential leveling
 JF0045.and adjusted by the National Geodetic Survey in June 1991..
 JF0045
 JF0045.The geoid height was determined by GEOID03.
 JF0045
 JF0045.The dynamic height is computed by dividing the NAVD 88
 JF0045.geopotential number by the normal gravity value computed on the
 JF0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0045.degrees latitude (g = 980.6199 gals.).
 JF0045
 JF0045.The modeled gravity was interpolated from observed gravity values.
 JF0045
 JF0045;                    North         East    Units  Estimated Accuracy
 JF0045;SPC KS S     -   620,930.      589,960.      MT  (+/- 180 meters Scaled)
 JF0045
 JF0045                          SUPERSEDED SURVEY CONTROL
 JF0045
 JF0045  NGVD 29 (??/??/92)  415.863  (m)         1364.38   (f) ADJ UNCH    2 0
 JF0045
 JF0045.Superseded values are not recommended for survey control.
 JF0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0045.See file dsdata.txt to determine how the superseded data were derived.
 JF0045
 JF0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH334799(NAD 83)
 JF0045_MARKER: R = RIVET
 JF0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0045_SP_SET: CONCRETE FOUNDATION
 JF0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0045
 JF0045  HISTORY     - Date     Condition        Report By
 JF0045  HISTORY     - UNK      MONUMENTED       MPRR
 JF0045  HISTORY     - 1935     GOOD             NGS
 JF0045
 JF0045                          STATION DESCRIPTION
 JF0045
 JF0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0045'3.5 MI W FROM BUSHONG.
 JF0045'3.5 MILES W. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 414/21,
 JF0045'IN N.W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL 4144.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0044 ***********************************************************************
 JF0044  DESIGNATION -  RIVET 1068
 JF0044  PID         -  JF0044
 JF0044  STATE/COUNTY-  KS/LYON
 JF0044  USGS QUAD   -  BUSHONG (1971)
 JF0044
 JF0044                         *CURRENT SURVEY CONTROL
 JF0044  ___________________________________________________________________
 JF0044* NAD 83(1986)-  38 38 11.     (N)    096 19 11.     (W)     SCALED    
 JF0044* NAVD 88     -       413.822  (meters)    1357.68   (feet)  ADJUSTED  
 JF0044  ___________________________________________________________________
 JF0044  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 JF0044  DYNAMIC HT  -         413.530 (meters)    1356.72  (feet)  COMP
 JF0044  MODELED GRAV-     979,910.0   (mgal)                       NAVD 88
 JF0044
 JF0044  VERT ORDER  -  SECOND    CLASS 0
 JF0044
 JF0044.The horizontal coordinates were scaled from a topographic map and have
 JF0044.an estimated accuracy of +/- 6 seconds.
 JF0044
 JF0044.The orthometric height was determined by differential leveling
 JF0044.and adjusted by the National Geodetic Survey in June 1991..
 JF0044
 JF0044.The geoid height was determined by GEOID03.
 JF0044
 JF0044.The dynamic height is computed by dividing the NAVD 88
 JF0044.geopotential number by the normal gravity value computed on the
 JF0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0044.degrees latitude (g = 980.6199 gals.).
 JF0044
 JF0044.The modeled gravity was interpolated from observed gravity values.
 JF0044
 JF0044;                    North         East    Units  Estimated Accuracy
 JF0044;SPC KS S     -   620,840.      589,820.      MT  (+/- 180 meters Scaled)
 JF0044
 JF0044                          SUPERSEDED SURVEY CONTROL
 JF0044
 JF0044  NGVD 29 (??/??/92)  413.678  (m)         1357.21   (f) ADJ UNCH    2 0
 JF0044
 JF0044.Superseded values are not recommended for survey control.
 JF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0044.See file dsdata.txt to determine how the superseded data were derived.
 JF0044
 JF0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH332798(NAD 83)
 JF0044_MARKER: R = RIVET
 JF0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0044_SP_SET: CATTLE OVERPASS
 JF0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0044
 JF0044  HISTORY     - Date     Condition        Report By
 JF0044  HISTORY     - UNK      MONUMENTED       MPRR
 JF0044  HISTORY     - 1935     GOOD             NGS
 JF0044
 JF0044                          STATION DESCRIPTION
 JF0044
 JF0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0044'3.6 MI W FROM BUSHONG.
 JF0044'3.6 MILES W. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 414/25,
 JF0044'2 FT. E. OF W. END OF N. HEADWALL OF 9 X 9 CONC. CATTLE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0042 ***********************************************************************
 JF0042  DESIGNATION -  RIVET 1069
 JF0042  PID         -  JF0042
 JF0042  STATE/COUNTY-  KS/LYON
 JF0042  USGS QUAD   -  BUSHONG (1971)
 JF0042
 JF0042                         *CURRENT SURVEY CONTROL
 JF0042  ___________________________________________________________________
 JF0042* NAD 83(1986)-  38 37 59.     (N)    096 19 53.     (W)     SCALED    
 JF0042* NAVD 88     -       406.653  (meters)    1334.16   (feet)  ADJUSTED  
 JF0042  ___________________________________________________________________
 JF0042  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 JF0042  DYNAMIC HT  -         406.366 (meters)    1333.22  (feet)  COMP
 JF0042  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 JF0042
 JF0042  VERT ORDER  -  SECOND    CLASS 0
 JF0042
 JF0042.The horizontal coordinates were scaled from a topographic map and have
 JF0042.an estimated accuracy of +/- 6 seconds.
 JF0042
 JF0042.The orthometric height was determined by differential leveling
 JF0042.and adjusted by the National Geodetic Survey in June 1991..
 JF0042
 JF0042.The geoid height was determined by GEOID03.
 JF0042
 JF0042.The dynamic height is computed by dividing the NAVD 88
 JF0042.geopotential number by the normal gravity value computed on the
 JF0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0042.degrees latitude (g = 980.6199 gals.).
 JF0042
 JF0042.The modeled gravity was interpolated from observed gravity values.
 JF0042
 JF0042;                    North         East    Units  Estimated Accuracy
 JF0042;SPC KS S     -   620,440.      588,810.      MT  (+/- 180 meters Scaled)
 JF0042
 JF0042                          SUPERSEDED SURVEY CONTROL
 JF0042
 JF0042  NGVD 29 (??/??/92)  406.510  (m)         1333.69   (f) ADJ UNCH    2 0
 JF0042
 JF0042.Superseded values are not recommended for survey control.
 JF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0042.See file dsdata.txt to determine how the superseded data were derived.
 JF0042
 JF0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH322794(NAD 83)
 JF0042_MARKER: R = RIVET
 JF0042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0042_SP_SET: CATTLE OVERPASS
 JF0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0042
 JF0042  HISTORY     - Date     Condition        Report By
 JF0042  HISTORY     - UNK      MONUMENTED       MPRR
 JF0042  HISTORY     - 1935     GOOD             NGS
 JF0042
 JF0042                          STATION DESCRIPTION
 JF0042
 JF0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0042'4.3 MI W FROM BUSHONG.
 JF0042'4.3 MILES W. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 415/13,
 JF0042'18 INCHES E. OF W. END OF N. HEADWALL OF 9 X 9 CONC. CATTLE
 JF0042'OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0041 ***********************************************************************
 JF0041  DESIGNATION -  RIVET 1070
 JF0041  PID         -  JF0041
 JF0041  STATE/COUNTY-  KS/LYON
 JF0041  USGS QUAD   -  BUSHONG (1971)
 JF0041
 JF0041                         *CURRENT SURVEY CONTROL
 JF0041  ___________________________________________________________________
 JF0041* NAD 83(1986)-  38 37 59.     (N)    096 20 47.     (W)     SCALED    
 JF0041* NAVD 88     -       398.341  (meters)    1306.89   (feet)  ADJUSTED  
 JF0041  ___________________________________________________________________
 JF0041  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 JF0041  DYNAMIC HT  -         398.060 (meters)    1305.97  (feet)  COMP
 JF0041  MODELED GRAV-     979,911.3   (mgal)                       NAVD 88
 JF0041
 JF0041  VERT ORDER  -  SECOND    CLASS 0
 JF0041
 JF0041.The horizontal coordinates were scaled from a topographic map and have
 JF0041.an estimated accuracy of +/- 6 seconds.
 JF0041
 JF0041.The orthometric height was determined by differential leveling
 JF0041.and adjusted by the National Geodetic Survey in June 1991..
 JF0041
 JF0041.The geoid height was determined by GEOID03.
 JF0041
 JF0041.The dynamic height is computed by dividing the NAVD 88
 JF0041.geopotential number by the normal gravity value computed on the
 JF0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0041.degrees latitude (g = 980.6199 gals.).
 JF0041
 JF0041.The modeled gravity was interpolated from observed gravity values.
 JF0041
 JF0041;                    North         East    Units  Estimated Accuracy
 JF0041;SPC KS S     -   620,410.      587,510.      MT  (+/- 180 meters Scaled)
 JF0041
 JF0041                          SUPERSEDED SURVEY CONTROL
 JF0041
 JF0041  NGVD 29 (??/??/92)  398.198  (m)         1306.42   (f) ADJ UNCH    2 0
 JF0041
 JF0041.Superseded values are not recommended for survey control.
 JF0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0041.See file dsdata.txt to determine how the superseded data were derived.
 JF0041
 JF0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH309793(NAD 83)
 JF0041_MARKER: R = RIVET
 JF0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0041_SP_SET: CONCRETE FOUNDATION
 JF0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0041
 JF0041  HISTORY     - Date     Condition        Report By
 JF0041  HISTORY     - UNK      MONUMENTED       MPRR
 JF0041  HISTORY     - 1935     GOOD             NGS
 JF0041
 JF0041                          STATION DESCRIPTION
 JF0041
 JF0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0041'5.2 MI W FROM BUSHONG.
 JF0041'5.2 MILES W. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 416/08
 JF0041'IN N.E. CORNER OF CONC. FOUNDATION OF RELAY CASE AT MP AND
 JF0041'0.6 MILE E. OF SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0040 ***********************************************************************
 JF0040  DESIGNATION -  RIVET 1071
 JF0040  PID         -  JF0040
 JF0040  STATE/COUNTY-  KS/LYON
 JF0040  USGS QUAD   -  BUSHONG (1971)
 JF0040
 JF0040                         *CURRENT SURVEY CONTROL
 JF0040  ___________________________________________________________________
 JF0040* NAD 83(1986)-  38 38 01.     (N)    096 21 01.     (W)     SCALED    
 JF0040* NAVD 88     -       395.436  (meters)    1297.36   (feet)  ADJUSTED  
 JF0040  ___________________________________________________________________
 JF0040  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 JF0040  DYNAMIC HT  -         395.157 (meters)    1296.44  (feet)  COMP
 JF0040  MODELED GRAV-     979,911.5   (mgal)                       NAVD 88
 JF0040
 JF0040  VERT ORDER  -  SECOND    CLASS 0
 JF0040
 JF0040.The horizontal coordinates were scaled from a topographic map and have
 JF0040.an estimated accuracy of +/- 6 seconds.
 JF0040
 JF0040.The orthometric height was determined by differential leveling
 JF0040.and adjusted by the National Geodetic Survey in June 1991..
 JF0040
 JF0040.The geoid height was determined by GEOID03.
 JF0040
 JF0040.The dynamic height is computed by dividing the NAVD 88
 JF0040.geopotential number by the normal gravity value computed on the
 JF0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0040.degrees latitude (g = 980.6199 gals.).
 JF0040
 JF0040.The modeled gravity was interpolated from observed gravity values.
 JF0040
 JF0040;                    North         East    Units  Estimated Accuracy
 JF0040;SPC KS S     -   620,470.      587,170.      MT  (+/- 180 meters Scaled)
 JF0040
 JF0040                          SUPERSEDED SURVEY CONTROL
 JF0040
 JF0040  NGVD 29 (??/??/92)  395.292  (m)         1296.89   (f) ADJ UNCH    2 0
 JF0040
 JF0040.Superseded values are not recommended for survey control.
 JF0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0040.See file dsdata.txt to determine how the superseded data were derived.
 JF0040
 JF0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH306794(NAD 83)
 JF0040_MARKER: R = RIVET
 JF0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0040_SP_SET: CATTLE OVERPASS
 JF0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0040
 JF0040  HISTORY     - Date     Condition        Report By
 JF0040  HISTORY     - UNK      MONUMENTED       MPRR
 JF0040  HISTORY     - 1935     GOOD             NGS
 JF0040
 JF0040                          STATION DESCRIPTION
 JF0040
 JF0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0040'5.3 MI W FROM BUSHONG.
 JF0040'5.3 MILES W. OF BUSHONG STATION ALONG MO. PAC. RR. AT MP 416/15,
 JF0040'18 INCHES E. OF W. END OF N. HEADWALL OF 9 X 9 CONC. CATTLE
 JF0040'OVERPASS, 0.4 MILE E. OF SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0038 ***********************************************************************
 JF0038  DESIGNATION -  RIVET 1072
 JF0038  PID         -  JF0038
 JF0038  STATE/COUNTY-  KS/MORRIS
 JF0038  USGS QUAD   -  BUSHONG (1971)
 JF0038
 JF0038                         *CURRENT SURVEY CONTROL
 JF0038  ___________________________________________________________________
 JF0038* NAD 83(1986)-  38 37 41.     (N)    096 21 33.     (W)     SCALED    
 JF0038* NAVD 88     -       388.603  (meters)    1274.94   (feet)  ADJUSTED  
 JF0038  ___________________________________________________________________
 JF0038  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JF0038  DYNAMIC HT  -         388.329 (meters)    1274.04  (feet)  COMP
 JF0038  MODELED GRAV-     979,911.9   (mgal)                       NAVD 88
 JF0038
 JF0038  VERT ORDER  -  SECOND    CLASS 0
 JF0038
 JF0038.The horizontal coordinates were scaled from a topographic map and have
 JF0038.an estimated accuracy of +/- 6 seconds.
 JF0038
 JF0038.The orthometric height was determined by differential leveling
 JF0038.and adjusted by the National Geodetic Survey in June 1991..
 JF0038
 JF0038.The geoid height was determined by GEOID03.
 JF0038
 JF0038.The dynamic height is computed by dividing the NAVD 88
 JF0038.geopotential number by the normal gravity value computed on the
 JF0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0038.degrees latitude (g = 980.6199 gals.).
 JF0038
 JF0038.The modeled gravity was interpolated from observed gravity values.
 JF0038
 JF0038;                    North         East    Units  Estimated Accuracy
 JF0038;SPC KS N     -    34,010.      542,880.      MT  (+/- 180 meters Scaled)
 JF0038
 JF0038                          SUPERSEDED SURVEY CONTROL
 JF0038
 JF0038  NGVD 29 (??/??/92)  388.458  (m)         1274.47   (f) ADJ UNCH    2 0
 JF0038
 JF0038.Superseded values are not recommended for survey control.
 JF0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0038.See file dsdata.txt to determine how the superseded data were derived.
 JF0038
 JF0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH298788(NAD 83)
 JF0038_MARKER: R = RIVET
 JF0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0038_SP_SET: CATTLE OVERPASS
 JF0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0038
 JF0038  HISTORY     - Date     Condition        Report By
 JF0038  HISTORY     - UNK      MONUMENTED       MPRR
 JF0038  HISTORY     - 1935     GOOD             NGS
 JF0038
 JF0038                          STATION DESCRIPTION
 JF0038
 JF0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0038'6 MI W FROM BUSHONG.
 JF0038'6.0 MILES W. OF BUSHONG STATION, ALONG MO. PAC. RR. AT MP 417/02,
 JF0038'1 1/2 FT. N. OF S. END OF W. HEADWALL OF 9 X 9 CONC. CATTLE
 JF0038'OVERPASS, 0.3 MILE W. OF SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0037 ***********************************************************************
 JF0037  DESIGNATION -  RIVET 1073
 JF0037  PID         -  JF0037
 JF0037  STATE/COUNTY-  KS/MORRIS
 JF0037  USGS QUAD   -  AMERICUS (1972)
 JF0037
 JF0037                         *CURRENT SURVEY CONTROL
 JF0037  ___________________________________________________________________
 JF0037* NAD 83(1986)-  38 37 19.     (N)    096 21 44.     (W)     SCALED    
 JF0037* NAVD 88     -       383.591  (meters)    1258.50   (feet)  ADJUSTED  
 JF0037  ___________________________________________________________________
 JF0037  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JF0037  DYNAMIC HT  -         383.321 (meters)    1257.61  (feet)  COMP
 JF0037  MODELED GRAV-     979,912.2   (mgal)                       NAVD 88
 JF0037
 JF0037  VERT ORDER  -  SECOND    CLASS 0
 JF0037
 JF0037.The horizontal coordinates were scaled from a topographic map and have
 JF0037.an estimated accuracy of +/- 6 seconds.
 JF0037
 JF0037.The orthometric height was determined by differential leveling
 JF0037.and adjusted by the National Geodetic Survey in June 1991..
 JF0037
 JF0037.The geoid height was determined by GEOID03.
 JF0037
 JF0037.The dynamic height is computed by dividing the NAVD 88
 JF0037.geopotential number by the normal gravity value computed on the
 JF0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0037.degrees latitude (g = 980.6199 gals.).
 JF0037
 JF0037.The modeled gravity was interpolated from observed gravity values.
 JF0037
 JF0037;                    North         East    Units  Estimated Accuracy
 JF0037;SPC KS N     -    33,330.      542,620.      MT  (+/- 180 meters Scaled)
 JF0037
 JF0037                          SUPERSEDED SURVEY CONTROL
 JF0037
 JF0037  NGVD 29 (??/??/92)  383.448  (m)         1258.03   (f) ADJ UNCH    2 0
 JF0037
 JF0037.Superseded values are not recommended for survey control.
 JF0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0037.See file dsdata.txt to determine how the superseded data were derived.
 JF0037
 JF0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH296781(NAD 83)
 JF0037_MARKER: R = RIVET
 JF0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0037_SP_SET: CATTLE OVERPASS
 JF0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0037
 JF0037  HISTORY     - Date     Condition        Report By
 JF0037  HISTORY     - UNK      MONUMENTED       MPRR
 JF0037  HISTORY     - 1935     GOOD             NGS
 JF0037
 JF0037                          STATION DESCRIPTION
 JF0037
 JF0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0037'6.5 MI W FROM BUSHONG.
 JF0037'6.5 MILES W. OF BUSHONG STATION, ALONG MO. PAC. RR. AT MP 417/20,
 JF0037'1 1/2 FT. N. OF S. END OF W. HEADWALL OF 9 X 9 CONC. CATTLE
 JF0037'OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0036 ***********************************************************************
 JF0036  DESIGNATION -  RIVET 1074
 JF0036  PID         -  JF0036
 JF0036  STATE/COUNTY-  KS/MORRIS
 JF0036  USGS QUAD   -  AMERICUS (1972)
 JF0036
 JF0036                         *CURRENT SURVEY CONTROL
 JF0036  ___________________________________________________________________
 JF0036* NAD 83(1986)-  38 37 06.     (N)    096 21 49.     (W)     SCALED    
 JF0036* NAVD 88     -       381.755  (meters)    1252.47   (feet)  ADJUSTED  
 JF0036  ___________________________________________________________________
 JF0036  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 JF0036  DYNAMIC HT  -         381.486 (meters)    1251.59  (feet)  COMP
 JF0036  MODELED GRAV-     979,912.3   (mgal)                       NAVD 88
 JF0036
 JF0036  VERT ORDER  -  SECOND    CLASS 0
 JF0036
 JF0036.The horizontal coordinates were scaled from a topographic map and have
 JF0036.an estimated accuracy of +/- 6 seconds.
 JF0036
 JF0036.The orthometric height was determined by differential leveling
 JF0036.and adjusted by the National Geodetic Survey in June 1991..
 JF0036
 JF0036.The geoid height was determined by GEOID03.
 JF0036
 JF0036.The dynamic height is computed by dividing the NAVD 88
 JF0036.geopotential number by the normal gravity value computed on the
 JF0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0036.degrees latitude (g = 980.6199 gals.).
 JF0036
 JF0036.The modeled gravity was interpolated from observed gravity values.
 JF0036
 JF0036;                    North         East    Units  Estimated Accuracy
 JF0036;SPC KS N     -    32,930.      542,510.      MT  (+/- 180 meters Scaled)
 JF0036
 JF0036                          SUPERSEDED SURVEY CONTROL
 JF0036
 JF0036  NGVD 29 (??/??/92)  381.612  (m)         1252.01   (f) ADJ UNCH    2 0
 JF0036
 JF0036.Superseded values are not recommended for survey control.
 JF0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0036.See file dsdata.txt to determine how the superseded data were derived.
 JF0036
 JF0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH295777(NAD 83)
 JF0036_MARKER: R = RIVET
 JF0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0036_SP_SET: CONCRETE FOUNDATION
 JF0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0036
 JF0036  HISTORY     - Date     Condition        Report By
 JF0036  HISTORY     - UNK      MONUMENTED       MPRR
 JF0036  HISTORY     - 1935     GOOD             NGS
 JF0036
 JF0036                          STATION DESCRIPTION
 JF0036
 JF0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0036'6.7 MI W FROM BUSHONG.
 JF0036'6.7 MILES W. OF BUSHONG STATION, ALONG MO. PAC. RR. AT MP 417/31
 JF0036'IN S.W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL 4176, 1.6
 JF0036'MILES E. OF COMISKEY STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0035 ***********************************************************************
 JF0035  DESIGNATION -  RIVET 1075
 JF0035  PID         -  JF0035
 JF0035  STATE/COUNTY-  KS/MORRIS
 JF0035  USGS QUAD   -  AMERICUS (1972)
 JF0035
 JF0035                         *CURRENT SURVEY CONTROL
 JF0035  ___________________________________________________________________
 JF0035* NAD 83(1986)-  38 36 37.     (N)    096 22 15.     (W)     SCALED    
 JF0035* NAVD 88     -       373.897  (meters)    1226.69   (feet)  ADJUSTED  
 JF0035  ___________________________________________________________________
 JF0035  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 JF0035  DYNAMIC HT  -         373.633 (meters)    1225.83  (feet)  COMP
 JF0035  MODELED GRAV-     979,912.9   (mgal)                       NAVD 88
 JF0035
 JF0035  VERT ORDER  -  SECOND    CLASS 0
 JF0035
 JF0035.The horizontal coordinates were scaled from a topographic map and have
 JF0035.an estimated accuracy of +/- 6 seconds.
 JF0035
 JF0035.The orthometric height was determined by differential leveling
 JF0035.and adjusted by the National Geodetic Survey in June 1991..
 JF0035
 JF0035.The geoid height was determined by GEOID03.
 JF0035
 JF0035.The dynamic height is computed by dividing the NAVD 88
 JF0035.geopotential number by the normal gravity value computed on the
 JF0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0035.degrees latitude (g = 980.6199 gals.).
 JF0035
 JF0035.The modeled gravity was interpolated from observed gravity values.
 JF0035
 JF0035;                    North         East    Units  Estimated Accuracy
 JF0035;SPC KS N     -    32,020.      541,900.      MT  (+/- 180 meters Scaled)
 JF0035
 JF0035                          SUPERSEDED SURVEY CONTROL
 JF0035
 JF0035  NGVD 29 (??/??/92)  373.754  (m)         1226.22   (f) ADJ UNCH    2 0
 JF0035
 JF0035.Superseded values are not recommended for survey control.
 JF0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0035.See file dsdata.txt to determine how the superseded data were derived.
 JF0035
 JF0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH289768(NAD 83)
 JF0035_MARKER: R = RIVET
 JF0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0035_SP_SET: BRIDGE
 JF0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0035
 JF0035  HISTORY     - Date     Condition        Report By
 JF0035  HISTORY     - UNK      MONUMENTED       MPRR
 JF0035  HISTORY     - 1935     GOOD             NGS
 JF0035
 JF0035                          STATION DESCRIPTION
 JF0035
 JF0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0035'7.2 MI E FROM COUNCIL GROVE.
 JF0035'7.2 MILES E. OF COUNCIL GROVE STATION, ALONG MO. PAC. RR. AT
 JF0035'MP 418/18, 1 FT. E. OF W. END OF N. CONC. BEAM OF W. SPAN OF
 JF0035'BRIDGE 121, 0.9 MILE E. OF COMISKEY STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0034 ***********************************************************************
 JF0034  DESIGNATION -  RIVET 1076
 JF0034  PID         -  JF0034
 JF0034  STATE/COUNTY-  KS/MORRIS
 JF0034  USGS QUAD   -  LAKE KAHOLA (1972)
 JF0034
 JF0034                         *CURRENT SURVEY CONTROL
 JF0034  ___________________________________________________________________
 JF0034* NAD 83(1986)-  38 36 36.     (N)    096 22 51.     (W)     SCALED    
 JF0034* NAVD 88     -       372.504  (meters)    1222.12   (feet)  ADJUSTED  
 JF0034  ___________________________________________________________________
 JF0034  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 JF0034  DYNAMIC HT  -         372.241 (meters)    1221.26  (feet)  COMP
 JF0034  MODELED GRAV-     979,913.4   (mgal)                       NAVD 88
 JF0034
 JF0034  VERT ORDER  -  SECOND    CLASS 0
 JF0034
 JF0034.The horizontal coordinates were scaled from a topographic map and have
 JF0034.an estimated accuracy of +/- 6 seconds.
 JF0034
 JF0034.The orthometric height was determined by differential leveling
 JF0034.and adjusted by the National Geodetic Survey in June 1991..
 JF0034
 JF0034.The geoid height was determined by GEOID03.
 JF0034
 JF0034.The dynamic height is computed by dividing the NAVD 88
 JF0034.geopotential number by the normal gravity value computed on the
 JF0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0034.degrees latitude (g = 980.6199 gals.).
 JF0034
 JF0034.The modeled gravity was interpolated from observed gravity values.
 JF0034
 JF0034;                    North         East    Units  Estimated Accuracy
 JF0034;SPC KS N     -    31,970.      541,020.      MT  (+/- 180 meters Scaled)
 JF0034
 JF0034                          SUPERSEDED SURVEY CONTROL
 JF0034
 JF0034  NGVD 29 (??/??/92)  372.362  (m)         1221.66   (f) ADJ UNCH    2 0
 JF0034
 JF0034.Superseded values are not recommended for survey control.
 JF0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0034.See file dsdata.txt to determine how the superseded data were derived.
 JF0034
 JF0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH280767(NAD 83)
 JF0034_MARKER: R = RIVET
 JF0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0034_SP_SET: OVERPASS
 JF0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0034
 JF0034  HISTORY     - Date     Condition        Report By
 JF0034  HISTORY     - UNK      MONUMENTED       MPRR
 JF0034  HISTORY     - 1935     GOOD             NGS
 JF0034
 JF0034                          STATION DESCRIPTION
 JF0034
 JF0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0034'6.6 MI E FROM COUNCIL GROVE.
 JF0034'6.6 MILES E. OF COUNCIL GROVE STATION, ALONG MO. PAC. RR. 6 INCHES
 JF0034'N. AND S. END OF N. RETAINING WALL OF W. CONC. ABUTMENT OF OVERPASS
 JF0034'122 AND 0.3 MILES E. OF COMISKEY STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0032 ***********************************************************************
 JF0032  DESIGNATION -  RIVET 1077
 JF0032  PID         -  JF0032
 JF0032  STATE/COUNTY-  KS/MORRIS
 JF0032  USGS QUAD   -  LAKE KAHOLA (1972)
 JF0032
 JF0032                         *CURRENT SURVEY CONTROL
 JF0032  ___________________________________________________________________
 JF0032* NAD 83(1986)-  38 36 38.     (N)    096 23 35.     (W)     SCALED    
 JF0032* NAVD 88     -       380.379  (meters)    1247.96   (feet)  ADJUSTED  
 JF0032  ___________________________________________________________________
 JF0032  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 JF0032  DYNAMIC HT  -         380.111 (meters)    1247.08  (feet)  COMP
 JF0032  MODELED GRAV-     979,913.9   (mgal)                       NAVD 88
 JF0032
 JF0032  VERT ORDER  -  SECOND    CLASS 0
 JF0032
 JF0032.The horizontal coordinates were scaled from a topographic map and have
 JF0032.an estimated accuracy of +/- 6 seconds.
 JF0032
 JF0032.The orthometric height was determined by differential leveling
 JF0032.and adjusted by the National Geodetic Survey in June 1991..
 JF0032
 JF0032.The geoid height was determined by GEOID03.
 JF0032
 JF0032.The dynamic height is computed by dividing the NAVD 88
 JF0032.geopotential number by the normal gravity value computed on the
 JF0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0032.degrees latitude (g = 980.6199 gals.).
 JF0032
 JF0032.The modeled gravity was interpolated from observed gravity values.
 JF0032
 JF0032;                    North         East    Units  Estimated Accuracy
 JF0032;SPC KS N     -    32,020.      539,960.      MT  (+/- 180 meters Scaled)
 JF0032
 JF0032                          SUPERSEDED SURVEY CONTROL
 JF0032
 JF0032  NGVD 29 (??/??/92)  380.235  (m)         1247.49   (f) ADJ UNCH    2 0
 JF0032
 JF0032.Superseded values are not recommended for survey control.
 JF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0032.See file dsdata.txt to determine how the superseded data were derived.
 JF0032
 JF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH269767(NAD 83)
 JF0032_MARKER: R = RIVET
 JF0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0032_SP_SET: CONCRETE FOUNDATION
 JF0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0032
 JF0032  HISTORY     - Date     Condition        Report By
 JF0032  HISTORY     - UNK      MONUMENTED       MPRR
 JF0032  HISTORY     - 1935     GOOD             NGS
 JF0032
 JF0032                          STATION DESCRIPTION
 JF0032
 JF0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0032'6 MI E FROM COUNCIL GROVE.
 JF0032'6 MILES E. OF COUNCIL GROVE STATION, ALONG MO. PAC. RR. AT
 JF0032'MP 419/28 IN N.W. CORNER OF CONC. FOUNDATION OF RELAY CASE AT
 JF0032'MP 419/28 AND 0.3 MILE W. OF COMISKEY STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0031 ***********************************************************************
 JF0031  DESIGNATION -  RIVET 1078
 JF0031  PID         -  JF0031
 JF0031  STATE/COUNTY-  KS/MORRIS
 JF0031  USGS QUAD   -  LAKE KAHOLA (1972)
 JF0031
 JF0031                         *CURRENT SURVEY CONTROL
 JF0031  ___________________________________________________________________
 JF0031* NAD 83(1986)-  38 36 41.     (N)    096 24 16.     (W)     SCALED    
 JF0031* NAVD 88     -       383.267  (meters)    1257.44   (feet)  ADJUSTED  
 JF0031  ___________________________________________________________________
 JF0031  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 JF0031  DYNAMIC HT  -         382.998 (meters)    1256.55  (feet)  COMP
 JF0031  MODELED GRAV-     979,914.2   (mgal)                       NAVD 88
 JF0031
 JF0031  VERT ORDER  -  SECOND    CLASS 0
 JF0031
 JF0031.The horizontal coordinates were scaled from a topographic map and have
 JF0031.an estimated accuracy of +/- 6 seconds.
 JF0031
 JF0031.The orthometric height was determined by differential leveling
 JF0031.and adjusted by the National Geodetic Survey in June 1991..
 JF0031
 JF0031.The geoid height was determined by GEOID03.
 JF0031
 JF0031.The dynamic height is computed by dividing the NAVD 88
 JF0031.geopotential number by the normal gravity value computed on the
 JF0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0031.degrees latitude (g = 980.6199 gals.).
 JF0031
 JF0031.The modeled gravity was interpolated from observed gravity values.
 JF0031
 JF0031;                    North         East    Units  Estimated Accuracy
 JF0031;SPC KS N     -    32,090.      538,970.      MT  (+/- 180 meters Scaled)
 JF0031
 JF0031                          SUPERSEDED SURVEY CONTROL
 JF0031
 JF0031  NGVD 29 (??/??/92)  383.123  (m)         1256.96   (f) ADJ UNCH    2 0
 JF0031
 JF0031.Superseded values are not recommended for survey control.
 JF0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0031.See file dsdata.txt to determine how the superseded data were derived.
 JF0031
 JF0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH259768(NAD 83)
 JF0031_MARKER: R = RIVET
 JF0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0031_SP_SET: CONCRETE FOUNDATION
 JF0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0031
 JF0031  HISTORY     - Date     Condition        Report By
 JF0031  HISTORY     - UNK      MONUMENTED       MPRR
 JF0031  HISTORY     - 1935     GOOD             NGS
 JF0031
 JF0031                          STATION DESCRIPTION
 JF0031
 JF0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0031'5.4 MI E FROM COUNCIL GROVE.
 JF0031'5.4 MILES E. OF COUNCIL GROVE STATION, ALONG MO. PAC. RR. AT
 JF0031'MP 420/11 IN N.W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL
 JF0031'4202 AT W. END OF SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0029 ***********************************************************************
 JF0029  DESIGNATION -  RIVET 1079
 JF0029  PID         -  JF0029
 JF0029  STATE/COUNTY-  KS/MORRIS
 JF0029  USGS QUAD   -  LAKE KAHOLA (1972)
 JF0029
 JF0029                         *CURRENT SURVEY CONTROL
 JF0029  ___________________________________________________________________
 JF0029* NAD 83(1986)-  38 36 55.     (N)    096 24 47.     (W)     SCALED    
 JF0029* NAVD 88     -       381.058  (meters)    1250.19   (feet)  ADJUSTED  
 JF0029  ___________________________________________________________________
 JF0029  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 JF0029  DYNAMIC HT  -         380.790 (meters)    1249.31  (feet)  COMP
 JF0029  MODELED GRAV-     979,914.3   (mgal)                       NAVD 88
 JF0029
 JF0029  VERT ORDER  -  SECOND    CLASS 0
 JF0029
 JF0029.The horizontal coordinates were scaled from a topographic map and have
 JF0029.an estimated accuracy of +/- 6 seconds.
 JF0029
 JF0029.The orthometric height was determined by differential leveling
 JF0029.and adjusted by the National Geodetic Survey in June 1991..
 JF0029
 JF0029.The geoid height was determined by GEOID03.
 JF0029
 JF0029.The dynamic height is computed by dividing the NAVD 88
 JF0029.geopotential number by the normal gravity value computed on the
 JF0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0029.degrees latitude (g = 980.6199 gals.).
 JF0029
 JF0029.The modeled gravity was interpolated from observed gravity values.
 JF0029
 JF0029;                    North         East    Units  Estimated Accuracy
 JF0029;SPC KS N     -    32,510.      538,210.      MT  (+/- 180 meters Scaled)
 JF0029
 JF0029                          SUPERSEDED SURVEY CONTROL
 JF0029
 JF0029  NGVD 29 (??/??/92)  380.915  (m)         1249.72   (f) ADJ UNCH    2 0
 JF0029
 JF0029.Superseded values are not recommended for survey control.
 JF0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0029.See file dsdata.txt to determine how the superseded data were derived.
 JF0029
 JF0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH252772(NAD 83)
 JF0029_MARKER: R = RIVET
 JF0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0029_SP_SET: CONCRETE FOUNDATION
 JF0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0029
 JF0029  HISTORY     - Date     Condition        Report By
 JF0029  HISTORY     - UNK      MONUMENTED       MPRR
 JF0029  HISTORY     - 1935     GOOD             NGS
 JF0029
 JF0029                          STATION DESCRIPTION
 JF0029
 JF0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0029'4.9 MI E FROM COUNCIL GROVE.
 JF0029'4.9 MILES E. OF COUNCIL GROVE STATION, ALONG MO. PAC. RR. AT
 JF0029'MP 420/33 IN S.E. CORNER OF CONC. FOUNDATION OF RELAY CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0028 ***********************************************************************
 JF0028  DESIGNATION -  RIVET 1080
 JF0028  PID         -  JF0028
 JF0028  STATE/COUNTY-  KS/MORRIS
 JF0028  USGS QUAD   -  LAKE KAHOLA (1972)
 JF0028
 JF0028                         *CURRENT SURVEY CONTROL
 JF0028  ___________________________________________________________________
 JF0028* NAD 83(1986)-  38 37 14.     (N)    096 25 20.     (W)     SCALED    
 JF0028* NAVD 88     -       378.297  (meters)    1241.13   (feet)  ADJUSTED  
 JF0028  ___________________________________________________________________
 JF0028  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 JF0028  DYNAMIC HT  -         378.031 (meters)    1240.26  (feet)  COMP
 JF0028  MODELED GRAV-     979,914.5   (mgal)                       NAVD 88
 JF0028
 JF0028  VERT ORDER  -  SECOND    CLASS 0
 JF0028
 JF0028.The horizontal coordinates were scaled from a topographic map and have
 JF0028.an estimated accuracy of +/- 6 seconds.
 JF0028
 JF0028.The orthometric height was determined by differential leveling
 JF0028.and adjusted by the National Geodetic Survey in June 1991..
 JF0028
 JF0028.The geoid height was determined by GEOID03.
 JF0028
 JF0028.The dynamic height is computed by dividing the NAVD 88
 JF0028.geopotential number by the normal gravity value computed on the
 JF0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0028.degrees latitude (g = 980.6199 gals.).
 JF0028
 JF0028.The modeled gravity was interpolated from observed gravity values.
 JF0028
 JF0028;                    North         East    Units  Estimated Accuracy
 JF0028;SPC KS N     -    33,080.      537,400.      MT  (+/- 180 meters Scaled)
 JF0028
 JF0028                          SUPERSEDED SURVEY CONTROL
 JF0028
 JF0028  NGVD 29 (??/??/92)  378.155  (m)         1240.66   (f) ADJ UNCH    2 0
 JF0028
 JF0028.Superseded values are not recommended for survey control.
 JF0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0028.See file dsdata.txt to determine how the superseded data were derived.
 JF0028
 JF0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH244778(NAD 83)
 JF0028_MARKER: R = RIVET
 JF0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0028_SP_SET: CONCRETE FOUNDATION
 JF0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0028
 JF0028  HISTORY     - Date     Condition        Report By
 JF0028  HISTORY     - UNK      MONUMENTED       MPRR
 JF0028  HISTORY     - 1935     GOOD             NGS
 JF0028
 JF0028                          STATION DESCRIPTION
 JF0028
 JF0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0028'4.2 MI E FROM COUNCIL GROVE.
 JF0028'4.2 MILES E. OF COUNCIL GROVE STATION, ALONG MO. PAC. RR. AT
 JF0028'MP 421/17 IN N.W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL
 JF0028'4214.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0027 ***********************************************************************
 JF0027  DESIGNATION -  RIVET 1081
 JF0027  PID         -  JF0027
 JF0027  STATE/COUNTY-  KS/MORRIS
 JF0027  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0027
 JF0027                         *CURRENT SURVEY CONTROL
 JF0027  ___________________________________________________________________
 JF0027* NAD 83(1986)-  38 37 44.     (N)    096 26 08.     (W)     SCALED    
 JF0027* NAVD 88     -       373.959  (meters)    1226.90   (feet)  ADJUSTED  
 JF0027  ___________________________________________________________________
 JF0027  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 JF0027  DYNAMIC HT  -         373.696 (meters)    1226.03  (feet)  COMP
 JF0027  MODELED GRAV-     979,914.0   (mgal)                       NAVD 88
 JF0027
 JF0027  VERT ORDER  -  SECOND    CLASS 0
 JF0027
 JF0027.The horizontal coordinates were scaled from a topographic map and have
 JF0027.an estimated accuracy of +/- 6 seconds.
 JF0027
 JF0027.The orthometric height was determined by differential leveling
 JF0027.and adjusted by the National Geodetic Survey in June 1991..
 JF0027
 JF0027.The geoid height was determined by GEOID03.
 JF0027
 JF0027.The dynamic height is computed by dividing the NAVD 88
 JF0027.geopotential number by the normal gravity value computed on the
 JF0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0027.degrees latitude (g = 980.6199 gals.).
 JF0027
 JF0027.The modeled gravity was interpolated from observed gravity values.
 JF0027
 JF0027;                    North         East    Units  Estimated Accuracy
 JF0027;SPC KS N     -    33,990.      536,220.      MT  (+/- 180 meters Scaled)
 JF0027
 JF0027                          SUPERSEDED SURVEY CONTROL
 JF0027
 JF0027  NGVD 29 (??/??/92)  373.819  (m)         1226.44   (f) ADJ UNCH    2 0
 JF0027
 JF0027.Superseded values are not recommended for survey control.
 JF0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0027.See file dsdata.txt to determine how the superseded data were derived.
 JF0027
 JF0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH232787(NAD 83)
 JF0027_MARKER: R = RIVET
 JF0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0027_SP_SET: BRIDGE ABUTMENT
 JF0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0027
 JF0027  HISTORY     - Date     Condition        Report By
 JF0027  HISTORY     - UNK      MONUMENTED       MPRR
 JF0027  HISTORY     - 1935     GOOD             NGS
 JF0027
 JF0027                          STATION DESCRIPTION
 JF0027
 JF0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0027'3.3 MI E FROM COUNCIL GROVE.
 JF0027'3.3 MILES E. OF COUNCIL GROVE STATION, ALONG MO. PAC. RR. AT
 JF0027'MP 422+16, 6 INCHES N. OF S. END OF N. RETAINING WALL OF W.
 JF0027'CONC. ABUTMENT OF BRIDGE 125 OVER LITTLE JOHN CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0026 ***********************************************************************
 JF0026  DESIGNATION -  RIVET 1082
 JF0026  PID         -  JF0026
 JF0026  STATE/COUNTY-  KS/MORRIS
 JF0026  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0026
 JF0026                         *CURRENT SURVEY CONTROL
 JF0026  ___________________________________________________________________
 JF0026* NAD 83(1986)-  38 38 02.     (N)    096 26 33.     (W)     SCALED    
 JF0026* NAVD 88     -       378.608  (meters)    1242.15   (feet)  ADJUSTED  
 JF0026  ___________________________________________________________________
 JF0026  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 JF0026  DYNAMIC HT  -         378.341 (meters)    1241.27  (feet)  COMP
 JF0026  MODELED GRAV-     979,912.0   (mgal)                       NAVD 88
 JF0026
 JF0026  VERT ORDER  -  SECOND    CLASS 0
 JF0026
 JF0026.The horizontal coordinates were scaled from a topographic map and have
 JF0026.an estimated accuracy of +/- 6 seconds.
 JF0026
 JF0026.The orthometric height was determined by differential leveling
 JF0026.and adjusted by the National Geodetic Survey in June 1991..
 JF0026
 JF0026.The geoid height was determined by GEOID03.
 JF0026
 JF0026.The dynamic height is computed by dividing the NAVD 88
 JF0026.geopotential number by the normal gravity value computed on the
 JF0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0026.degrees latitude (g = 980.6199 gals.).
 JF0026
 JF0026.The modeled gravity was interpolated from observed gravity values.
 JF0026
 JF0026;                    North         East    Units  Estimated Accuracy
 JF0026;SPC KS N     -    34,530.      535,610.      MT  (+/- 180 meters Scaled)
 JF0026
 JF0026                          SUPERSEDED SURVEY CONTROL
 JF0026
 JF0026  NGVD 29 (??/??/92)  378.464  (m)         1241.68   (f) ADJ UNCH    2 0
 JF0026
 JF0026.Superseded values are not recommended for survey control.
 JF0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0026.See file dsdata.txt to determine how the superseded data were derived.
 JF0026
 JF0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH226792(NAD 83)
 JF0026_MARKER: R = RIVET
 JF0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0026_SP_SET: CULVERT
 JF0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0026
 JF0026  HISTORY     - Date     Condition        Report By
 JF0026  HISTORY     - UNK      MONUMENTED       MPRR
 JF0026  HISTORY     - 1935     GOOD             NGS
 JF0026
 JF0026                          STATION DESCRIPTION
 JF0026
 JF0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0026'2.8 MI E FROM COUNCIL GROVE.
 JF0026'2.8 MILES E. OF COUNCIL GROVE STATION, ALONG MO. PAC. RR. AT
 JF0026'MP 422+37, 1 1/2 FT. E. OF W. END OF N. HEADWALL OF 7 X 7 CONC.
 JF0026'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0024 ***********************************************************************
 JF0024  DESIGNATION -  RIVET 1083
 JF0024  PID         -  JF0024
 JF0024  STATE/COUNTY-  KS/MORRIS
 JF0024  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0024
 JF0024                         *CURRENT SURVEY CONTROL
 JF0024  ___________________________________________________________________
 JF0024* NAD 83(1986)-  38 38 34.     (N)    096 27 02.     (W)     SCALED    
 JF0024* NAVD 88     -       378.630  (meters)    1242.22   (feet)  ADJUSTED  
 JF0024  ___________________________________________________________________
 JF0024  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 JF0024  DYNAMIC HT  -         378.360 (meters)    1241.34  (feet)  COMP
 JF0024  MODELED GRAV-     979,906.4   (mgal)                       NAVD 88
 JF0024
 JF0024  VERT ORDER  -  SECOND    CLASS 0
 JF0024
 JF0024.The horizontal coordinates were scaled from a topographic map and have
 JF0024.an estimated accuracy of +/- 6 seconds.
 JF0024
 JF0024.The orthometric height was determined by differential leveling
 JF0024.and adjusted by the National Geodetic Survey in June 1991..
 JF0024
 JF0024.The geoid height was determined by GEOID03.
 JF0024
 JF0024.The dynamic height is computed by dividing the NAVD 88
 JF0024.geopotential number by the normal gravity value computed on the
 JF0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0024.degrees latitude (g = 980.6199 gals.).
 JF0024
 JF0024.The modeled gravity was interpolated from observed gravity values.
 JF0024
 JF0024;                    North         East    Units  Estimated Accuracy
 JF0024;SPC KS N     -    35,510.      534,890.      MT  (+/- 180 meters Scaled)
 JF0024
 JF0024                          SUPERSEDED SURVEY CONTROL
 JF0024
 JF0024  NGVD 29 (??/??/92)  378.483  (m)         1241.74   (f) ADJ UNCH    2 0
 JF0024
 JF0024.Superseded values are not recommended for survey control.
 JF0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0024.See file dsdata.txt to determine how the superseded data were derived.
 JF0024
 JF0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH218802(NAD 83)
 JF0024_MARKER: R = RIVET
 JF0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0024_SP_SET: CULVERT
 JF0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0024
 JF0024  HISTORY     - Date     Condition        Report By
 JF0024  HISTORY     - UNK      MONUMENTED       MPRR
 JF0024  HISTORY     - 1935     GOOD             NGS
 JF0024
 JF0024                          STATION DESCRIPTION
 JF0024
 JF0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0024'2 MI E FROM COUNCIL GROVE.
 JF0024'2 MILES E. OF COUNCIL GROVE STATION, ALONG MO. PAC. RR. AT
 JF0024'MP 423+26, 1 1/2 FT. E. OF W. END OF N. HEADWALL OF 6 X 8 CONC.
 JF0024'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0023 ***********************************************************************
 JF0023  DESIGNATION -  RIVET 1084
 JF0023  PID         -  JF0023
 JF0023  STATE/COUNTY-  KS/MORRIS
 JF0023  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0023
 JF0023                         *CURRENT SURVEY CONTROL
 JF0023  ___________________________________________________________________
 JF0023* NAD 83(1986)-  38 38 57.     (N)    096 27 38.     (W)     SCALED    
 JF0023* NAVD 88     -       380.136  (meters)    1247.16   (feet)  ADJUSTED  
 JF0023  ___________________________________________________________________
 JF0023  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 JF0023  DYNAMIC HT  -         379.863 (meters)    1246.27  (feet)  COMP
 JF0023  MODELED GRAV-     979,900.3   (mgal)                       NAVD 88
 JF0023
 JF0023  VERT ORDER  -  SECOND    CLASS 0
 JF0023
 JF0023.The horizontal coordinates were scaled from a topographic map and have
 JF0023.an estimated accuracy of +/- 6 seconds.
 JF0023
 JF0023.The orthometric height was determined by differential leveling
 JF0023.and adjusted by the National Geodetic Survey in June 1991..
 JF0023
 JF0023.The geoid height was determined by GEOID03.
 JF0023
 JF0023.The dynamic height is computed by dividing the NAVD 88
 JF0023.geopotential number by the normal gravity value computed on the
 JF0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0023.degrees latitude (g = 980.6199 gals.).
 JF0023
 JF0023.The modeled gravity was interpolated from observed gravity values.
 JF0023
 JF0023;                    North         East    Units  Estimated Accuracy
 JF0023;SPC KS N     -    36,200.      534,010.      MT  (+/- 180 meters Scaled)
 JF0023
 JF0023                          SUPERSEDED SURVEY CONTROL
 JF0023
 JF0023  NGVD 29 (??/??/92)  379.987  (m)         1246.67   (f) ADJ UNCH    2 0
 JF0023
 JF0023.Superseded values are not recommended for survey control.
 JF0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0023.See file dsdata.txt to determine how the superseded data were derived.
 JF0023
 JF0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH209809(NAD 83)
 JF0023_MARKER: R = RIVET
 JF0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0023_SP_SET: CONCRETE FOUNDATION
 JF0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0023
 JF0023  HISTORY     - Date     Condition        Report By
 JF0023  HISTORY     - UNK      MONUMENTED       MPRR
 JF0023  HISTORY     - 1935     GOOD             NGS
 JF0023
 JF0023                          STATION DESCRIPTION
 JF0023
 JF0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0023'1.3 MI E FROM COUNCIL GROVE.
 JF0023'1.3 MILES E. OF COUNCIL GROVE STATION, ALONG MO. PAC. RR. AT
 JF0023'MP 424+14 IN N.W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL
 JF0023'4232.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0021 ***********************************************************************
 JF0021  DESIGNATION -  RIVET 1085
 JF0021  PID         -  JF0021
 JF0021  STATE/COUNTY-  KS/MORRIS
 JF0021  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0021
 JF0021                         *CURRENT SURVEY CONTROL
 JF0021  ___________________________________________________________________
 JF0021* NAD 83(1986)-  38 39 08.     (N)    096 28 08.     (W)     SCALED    
 JF0021* NAVD 88     -       378.744  (meters)    1242.60   (feet)  ADJUSTED  
 JF0021  ___________________________________________________________________
 JF0021  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 JF0021  DYNAMIC HT  -         378.471 (meters)    1241.70  (feet)  COMP
 JF0021  MODELED GRAV-     979,896.8   (mgal)                       NAVD 88
 JF0021
 JF0021  VERT ORDER  -  SECOND    CLASS 0
 JF0021
 JF0021.The horizontal coordinates were scaled from a topographic map and have
 JF0021.an estimated accuracy of +/- 6 seconds.
 JF0021
 JF0021.The orthometric height was determined by differential leveling
 JF0021.and adjusted by the National Geodetic Survey in June 1991..
 JF0021
 JF0021.The geoid height was determined by GEOID03.
 JF0021
 JF0021.The dynamic height is computed by dividing the NAVD 88
 JF0021.geopotential number by the normal gravity value computed on the
 JF0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0021.degrees latitude (g = 980.6199 gals.).
 JF0021
 JF0021.The modeled gravity was interpolated from observed gravity values.
 JF0021
 JF0021;                    North         East    Units  Estimated Accuracy
 JF0021;SPC KS N     -    36,530.      533,280.      MT  (+/- 180 meters Scaled)
 JF0021
 JF0021                          SUPERSEDED SURVEY CONTROL
 JF0021
 JF0021  NGVD 29 (??/??/92)  378.594  (m)         1242.10   (f) ADJ UNCH    2 0
 JF0021
 JF0021.Superseded values are not recommended for survey control.
 JF0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0021.See file dsdata.txt to determine how the superseded data were derived.
 JF0021
 JF0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH202812(NAD 83)
 JF0021_MARKER: R = RIVET
 JF0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0021_SP_SET: CONCRETE FOUNDATION
 JF0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0021
 JF0021  HISTORY     - Date     Condition        Report By
 JF0021  HISTORY     - UNK      MONUMENTED       MPRR
 JF0021  HISTORY     - 1935     GOOD             NGS
 JF0021
 JF0021                          STATION DESCRIPTION
 JF0021
 JF0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0021'0.8 MI SE FROM COUNCIL GROVE.
 JF0021'0.8 MILE S.E. OF COUNCIL GROVE STATION, ALONG MO. PAC. RR.
 JF0021'AT MP 424+35 IN S.E. CORNER OF CONC. FOUNDATION OF RELAY CASE
 JF0021'JUST E. OF CANTILEVER BLOCK SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0020 ***********************************************************************
 JF0020  DESIGNATION -  RIVET 1086
 JF0020  PID         -  JF0020
 JF0020  STATE/COUNTY-  KS/MORRIS
 JF0020  USGS QUAD   -  COUNCIL GROVE (1983)
 JF0020
 JF0020                         *CURRENT SURVEY CONTROL
 JF0020  ___________________________________________________________________
 JF0020* NAD 83(1986)-  38 39 31.     (N)    096 28 38.     (W)     SCALED    
 JF0020* NAVD 88     -       377.571  (meters)    1238.75   (feet)  ADJUSTED  
 JF0020  ___________________________________________________________________
 JF0020  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 JF0020  DYNAMIC HT  -         377.300 (meters)    1237.86  (feet)  COMP
 JF0020  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 JF0020
 JF0020  VERT ORDER  -  SECOND    CLASS 0
 JF0020
 JF0020.The horizontal coordinates were scaled from a topographic map and have
 JF0020.an estimated accuracy of +/- 6 seconds.
 JF0020
 JF0020.The orthometric height was determined by differential leveling
 JF0020.and adjusted by the National Geodetic Survey in June 1991..
 JF0020
 JF0020.The geoid height was determined by GEOID03.
 JF0020
 JF0020.The dynamic height is computed by dividing the NAVD 88
 JF0020.geopotential number by the normal gravity value computed on the
 JF0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0020.degrees latitude (g = 980.6199 gals.).
 JF0020
 JF0020.The modeled gravity was interpolated from observed gravity values.
 JF0020
 JF0020;                    North         East    Units  Estimated Accuracy
 JF0020;SPC KS N     -    37,220.      532,540.      MT  (+/- 180 meters Scaled)
 JF0020
 JF0020                          SUPERSEDED SURVEY CONTROL
 JF0020
 JF0020  NGVD 29 (??/??/92)  377.422  (m)         1238.26   (f) ADJ UNCH    2 0
 JF0020
 JF0020.Superseded values are not recommended for survey control.
 JF0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0020.See file dsdata.txt to determine how the superseded data were derived.
 JF0020
 JF0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH195819(NAD 83)
 JF0020_MARKER: R = RIVET
 JF0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0020_SP_SET: CONCRETE FOUNDATION
 JF0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0020
 JF0020  HISTORY     - Date     Condition        Report By
 JF0020  HISTORY     - UNK      MONUMENTED       CGS
 JF0020  HISTORY     - 1935     GOOD             NGS
 JF0020
 JF0020                          STATION DESCRIPTION
 JF0020
 JF0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0020'IN COUNCIL GROVE.
 JF0020'ALONG MO. PAC. RR. AT MP 425+24 IN CENTER OF E. SIDE OF CONC.
 JF0020'FOUNDATION OF RELAY CASE, 200 YDS. S.E. OF MO. PAC. STATION
 JF0020'AND M-K-T RR. CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0675 ***********************************************************************
 JF0675  DESIGNATION -  RIVET 162 D
 JF0675  PID         -  JF0675
 JF0675  STATE/COUNTY-  KS/MARION
 JF0675  USGS QUAD   -  PEABODY (1989)
 JF0675
 JF0675                         *CURRENT SURVEY CONTROL
 JF0675  ___________________________________________________________________
 JF0675* NAD 83(1986)-  38 11 57.     (N)    097 01 15.     (W)     SCALED    
 JF0675* NAVD 88     -       401.214  (meters)    1316.32   (feet)  ADJUSTED  
 JF0675  ___________________________________________________________________
 JF0675  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 JF0675  DYNAMIC HT  -         400.916 (meters)    1315.34  (feet)  COMP
 JF0675  MODELED GRAV-     979,873.8   (mgal)                       NAVD 88
 JF0675
 JF0675  VERT ORDER  -  SECOND    CLASS 0
 JF0675
 JF0675.The horizontal coordinates were scaled from a topographic map and have
 JF0675.an estimated accuracy of +/- 6 seconds.
 JF0675
 JF0675.The orthometric height was determined by differential leveling
 JF0675.and adjusted by the National Geodetic Survey in June 1991..
 JF0675
 JF0675.The geoid height was determined by GEOID03.
 JF0675
 JF0675.The dynamic height is computed by dividing the NAVD 88
 JF0675.geopotential number by the normal gravity value computed on the
 JF0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0675.degrees latitude (g = 980.6199 gals.).
 JF0675
 JF0675.The modeled gravity was interpolated from observed gravity values.
 JF0675
 JF0675;                    North         East    Units  Estimated Accuracy
 JF0675;SPC KS S     -   571,110.      529,560.      MT  (+/- 180 meters Scaled)
 JF0675
 JF0675                          SUPERSEDED SURVEY CONTROL
 JF0675
 JF0675  NGVD 29 (??/??/92)  401.056  (m)         1315.80   (f) ADJ UNCH    2 0
 JF0675
 JF0675.Superseded values are not recommended for survey control.
 JF0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0675.See file dsdata.txt to determine how the superseded data were derived.
 JF0675
 JF0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH733297(NAD 83)
 JF0675_MARKER: Q = CHISELED SQUARE
 JF0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0675_SP_SET: ABUTMENT
 JF0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0675
 JF0675  HISTORY     - Date     Condition        Report By
 JF0675  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0675  HISTORY     - 1934     GOOD             NGS
 JF0675
 JF0675                          STATION DESCRIPTION
 JF0675
 JF0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0675'0.5 MI W FROM WAGNER.
 JF0675'1/2 MILE WEST OF WAGNER, ON THE SANTA FE R.R. A CHISELED SQUARE
 JF0675'ON THE NORTHEAST CORNER AND THE NORTH END OF THE EAST ABUTMENT
 JF0675'OF BRIDGE 161-D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0674 ***********************************************************************
 JF0674  DESIGNATION -  RIVET 163 B
 JF0674  PID         -  JF0674
 JF0674  STATE/COUNTY-  KS/MARION
 JF0674  USGS QUAD   -  PEABODY (1989)
 JF0674
 JF0674                         *CURRENT SURVEY CONTROL
 JF0674  ___________________________________________________________________
 JF0674* NAD 83(1986)-  38 11 45.     (N)    097 01 46.     (W)     SCALED    
 JF0674* NAVD 88     -       403.046  (meters)    1322.33   (feet)  ADJUSTED  
 JF0674  ___________________________________________________________________
 JF0674  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 JF0674  DYNAMIC HT  -         402.746 (meters)    1321.34  (feet)  COMP
 JF0674  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 JF0674
 JF0674  VERT ORDER  -  SECOND    CLASS 0
 JF0674
 JF0674.The horizontal coordinates were scaled from a topographic map and have
 JF0674.an estimated accuracy of +/- 6 seconds.
 JF0674
 JF0674.The orthometric height was determined by differential leveling
 JF0674.and adjusted by the National Geodetic Survey in June 1991..
 JF0674
 JF0674.The geoid height was determined by GEOID03.
 JF0674
 JF0674.The dynamic height is computed by dividing the NAVD 88
 JF0674.geopotential number by the normal gravity value computed on the
 JF0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0674.degrees latitude (g = 980.6199 gals.).
 JF0674
 JF0674.The modeled gravity was interpolated from observed gravity values.
 JF0674
 JF0674;                    North         East    Units  Estimated Accuracy
 JF0674;SPC KS S     -   570,730.      528,810.      MT  (+/- 180 meters Scaled)
 JF0674
 JF0674                          SUPERSEDED SURVEY CONTROL
 JF0674
 JF0674  NGVD 29 (??/??/92)  402.887  (m)         1321.81   (f) ADJ UNCH    2 0
 JF0674
 JF0674.Superseded values are not recommended for survey control.
 JF0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0674.See file dsdata.txt to determine how the superseded data were derived.
 JF0674
 JF0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH725293(NAD 83)
 JF0674_MARKER: X = CHISELED CROSS
 JF0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0674_SP_SET: BRIDGE
 JF0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0674
 JF0674  HISTORY     - Date     Condition        Report By
 JF0674  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0674  HISTORY     - 1934     GOOD             NGS
 JF0674
 JF0674                          STATION DESCRIPTION
 JF0674
 JF0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0674'1 MI W FROM WAGNER.
 JF0674'1.0 MILES WEST OF WAGNER, ON THE SANTA FE R.R. A CHISELED CROSS ON
 JF0674'THE NORTHEAST CORNER OF NORTH HEADWALL OF CULVERT 163-B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0673 ***********************************************************************
 JF0673  DESIGNATION -  RIVET 163 C
 JF0673  PID         -  JF0673
 JF0673  STATE/COUNTY-  KS/MARION
 JF0673  USGS QUAD   -  PEABODY (1989)
 JF0673
 JF0673                         *CURRENT SURVEY CONTROL
 JF0673  ___________________________________________________________________
 JF0673* NAD 83(1986)-  38 11 40.     (N)    097 01 57.     (W)     SCALED    
 JF0673* NAVD 88     -       402.520  (meters)    1320.60   (feet)  ADJUSTED  
 JF0673  ___________________________________________________________________
 JF0673  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 JF0673  DYNAMIC HT  -         402.220 (meters)    1319.62  (feet)  COMP
 JF0673  MODELED GRAV-     979,872.0   (mgal)                       NAVD 88
 JF0673
 JF0673  VERT ORDER  -  SECOND    CLASS 0
 JF0673
 JF0673.The horizontal coordinates were scaled from a topographic map and have
 JF0673.an estimated accuracy of +/- 6 seconds.
 JF0673
 JF0673.The orthometric height was determined by differential leveling
 JF0673.and adjusted by the National Geodetic Survey in June 1991..
 JF0673
 JF0673.The geoid height was determined by GEOID03.
 JF0673
 JF0673.The dynamic height is computed by dividing the NAVD 88
 JF0673.geopotential number by the normal gravity value computed on the
 JF0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0673.degrees latitude (g = 980.6199 gals.).
 JF0673
 JF0673.The modeled gravity was interpolated from observed gravity values.
 JF0673
 JF0673;                    North         East    Units  Estimated Accuracy
 JF0673;SPC KS S     -   570,570.      528,540.      MT  (+/- 180 meters Scaled)
 JF0673
 JF0673                          SUPERSEDED SURVEY CONTROL
 JF0673
 JF0673  NGVD 29 (??/??/92)  402.360  (m)         1320.08   (f) ADJ UNCH    2 0
 JF0673
 JF0673.Superseded values are not recommended for survey control.
 JF0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0673.See file dsdata.txt to determine how the superseded data were derived.
 JF0673
 JF0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH722292(NAD 83)
 JF0673_MARKER: Q = CHISELED SQUARE
 JF0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0673_SP_SET: BRIDGE
 JF0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0673
 JF0673  HISTORY     - Date     Condition        Report By
 JF0673  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0673  HISTORY     - 1934     GOOD             NGS
 JF0673
 JF0673                          STATION DESCRIPTION
 JF0673
 JF0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0673'1.2 MI W FROM WAGNER.
 JF0673'1.2 MILES WEST OF WAGNER, ON THE SANTA FE. R.R. A CHISELED ON THE
 JF0673'NORTHEAST CORNER OF NORTH HEAD WALL OF BRIDGE 163-C, MARKED
 JF0673'B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0671 ***********************************************************************
 JF0671  DESIGNATION -  RIVET 165 A
 JF0671  PID         -  JF0671
 JF0671  STATE/COUNTY-  KS/MARION
 JF0671  USGS QUAD   -  PEABODY (1989)
 JF0671
 JF0671                         *CURRENT SURVEY CONTROL
 JF0671  ___________________________________________________________________
 JF0671* NAD 83(1986)-  38 10 51.     (N)    097 03 23.     (W)     SCALED    
 JF0671* NAVD 88     -       405.615  (meters)    1330.76   (feet)  ADJUSTED  
 JF0671  ___________________________________________________________________
 JF0671  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 JF0671  DYNAMIC HT  -         405.311 (meters)    1329.76  (feet)  COMP
 JF0671  MODELED GRAV-     979,867.9   (mgal)                       NAVD 88
 JF0671
 JF0671  VERT ORDER  -  SECOND    CLASS 0
 JF0671
 JF0671.The horizontal coordinates were scaled from a topographic map and have
 JF0671.an estimated accuracy of +/- 6 seconds.
 JF0671
 JF0671.The orthometric height was determined by differential leveling
 JF0671.and adjusted by the National Geodetic Survey in June 1991..
 JF0671
 JF0671.The geoid height was determined by GEOID03.
 JF0671
 JF0671.The dynamic height is computed by dividing the NAVD 88
 JF0671.geopotential number by the normal gravity value computed on the
 JF0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0671.degrees latitude (g = 980.6199 gals.).
 JF0671
 JF0671.The modeled gravity was interpolated from observed gravity values.
 JF0671
 JF0671;                    North         East    Units  Estimated Accuracy
 JF0671;SPC KS S     -   569,030.      526,470.      MT  (+/- 180 meters Scaled)
 JF0671
 JF0671                          SUPERSEDED SURVEY CONTROL
 JF0671
 JF0671  NGVD 29 (??/??/92)  405.454  (m)         1330.23   (f) ADJ UNCH    2 0
 JF0671
 JF0671.Superseded values are not recommended for survey control.
 JF0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0671.See file dsdata.txt to determine how the superseded data were derived.
 JF0671
 JF0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH702276(NAD 83)
 JF0671_MARKER: X = CHISELED CROSS
 JF0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0671_SP_SET: ABUTMENT
 JF0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0671
 JF0671  HISTORY     - Date     Condition        Report By
 JF0671  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0671  HISTORY     - 1934     GOOD             NGS
 JF0671
 JF0671                          STATION DESCRIPTION
 JF0671
 JF0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0671'1 MI W FROM HORNERS.
 JF0671'1 MILE WEST OF HORNERS, ON THE SANTA FE R.R. A CHISELED CROSS
 JF0671'ON THE NORTHEAST CORNER OF THE EAST ABUTMENT OF BRIDGE 165-A,
 JF0671'4 FEET BELOW NORTH HEADWALL, 5 1/2 POLES WEST OF MILE POST 165.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0669 ***********************************************************************
 JF0669  DESIGNATION -  RIVET 167 C
 JF0669  PID         -  JF0669
 JF0669  STATE/COUNTY-  KS/MARION
 JF0669  USGS QUAD   -  PEABODY (1989)
 JF0669
 JF0669                         *CURRENT SURVEY CONTROL
 JF0669  ___________________________________________________________________
 JF0669* NAD 83(1986)-  38 09 55.     (N)    097 05 35.     (W)     SCALED    
 JF0669* NAVD 88     -       412.802  (meters)    1354.33   (feet)  ADJUSTED  
 JF0669  ___________________________________________________________________
 JF0669  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 JF0669  DYNAMIC HT  -         412.490 (meters)    1353.31  (feet)  COMP
 JF0669  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 JF0669
 JF0669  VERT ORDER  -  SECOND    CLASS 0
 JF0669
 JF0669.The horizontal coordinates were scaled from a topographic map and have
 JF0669.an estimated accuracy of +/- 6 seconds.
 JF0669
 JF0669.The orthometric height was determined by differential leveling
 JF0669.and adjusted by the National Geodetic Survey in June 1991..
 JF0669
 JF0669.The geoid height was determined by GEOID03.
 JF0669
 JF0669.The dynamic height is computed by dividing the NAVD 88
 JF0669.geopotential number by the normal gravity value computed on the
 JF0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0669.degrees latitude (g = 980.6199 gals.).
 JF0669
 JF0669.The modeled gravity was interpolated from observed gravity values.
 JF0669
 JF0669;                    North         East    Units  Estimated Accuracy
 JF0669;SPC KS S     -   567,260.      523,290.      MT  (+/- 180 meters Scaled)
 JF0669
 JF0669                          SUPERSEDED SURVEY CONTROL
 JF0669
 JF0669  NGVD 29 (??/??/92)  412.637  (m)         1353.79   (f) ADJ UNCH    2 0
 JF0669
 JF0669.Superseded values are not recommended for survey control.
 JF0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0669.See file dsdata.txt to determine how the superseded data were derived.
 JF0669
 JF0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH670258(NAD 83)
 JF0669_MARKER: Q = CHISELED SQUARE
 JF0669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0669_SP_SET: ABUTMENT
 JF0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0669
 JF0669  HISTORY     - Date     Condition        Report By
 JF0669  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0669  HISTORY     - 1934     GOOD             NGS
 JF0669
 JF0669                          STATION DESCRIPTION
 JF0669
 JF0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0669'0.7 MI E FROM PEABODY.
 JF0669'0.7 MILE EAST OF PEABODY, ON THE SANTA FE R.R. A CHISELED SQUARE
 JF0669'ON THE NORTH END OF THE EAST ABUTMENT OF BRIDGE 167-C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0664 ***********************************************************************
 JF0664  DESIGNATION -  RIVET 171 B
 JF0664  PID         -  JF0664
 JF0664  STATE/COUNTY-  KS/MARION
 JF0664  USGS QUAD   -  PEABODY NW (1989)
 JF0664
 JF0664                         *CURRENT SURVEY CONTROL
 JF0664  ___________________________________________________________________
 JF0664* NAD 83(1986)-  38 08 42.     (N)    097 09 07.     (W)     SCALED    
 JF0664* NAVD 88     -       423.759  (meters)    1390.28   (feet)  ADJUSTED  
 JF0664  ___________________________________________________________________
 JF0664  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 JF0664  DYNAMIC HT  -         423.436 (meters)    1389.22  (feet)  COMP
 JF0664  MODELED GRAV-     979,855.8   (mgal)                       NAVD 88
 JF0664
 JF0664  VERT ORDER  -  SECOND    CLASS 0
 JF0664
 JF0664.The horizontal coordinates were scaled from a topographic map and have
 JF0664.an estimated accuracy of +/- 6 seconds.
 JF0664
 JF0664.The orthometric height was determined by differential leveling
 JF0664.and adjusted by the National Geodetic Survey in June 1991..
 JF0664
 JF0664.The geoid height was determined by GEOID03.
 JF0664
 JF0664.The dynamic height is computed by dividing the NAVD 88
 JF0664.geopotential number by the normal gravity value computed on the
 JF0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0664.degrees latitude (g = 980.6199 gals.).
 JF0664
 JF0664.The modeled gravity was interpolated from observed gravity values.
 JF0664
 JF0664;                    North         East    Units  Estimated Accuracy
 JF0664;SPC KS S     -   564,930.      518,160.      MT  (+/- 180 meters Scaled)
 JF0664
 JF0664                          SUPERSEDED SURVEY CONTROL
 JF0664
 JF0664  NGVD 29 (??/??/92)  423.588  (m)         1389.72   (f) ADJ UNCH    2 0
 JF0664
 JF0664.Superseded values are not recommended for survey control.
 JF0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0664.See file dsdata.txt to determine how the superseded data were derived.
 JF0664
 JF0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH619235(NAD 83)
 JF0664_MARKER: Q = CHISELED SQUARE
 JF0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0664_SP_SET: ABUTMENT
 JF0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0664
 JF0664  HISTORY     - Date     Condition        Report By
 JF0664  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0664  HISTORY     - 1934     GOOD             NGS
 JF0664
 JF0664                          STATION DESCRIPTION
 JF0664
 JF0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0664'3.2 MI W FROM PEABODY.
 JF0664'3 1/4 MILES WEST OF PEABODY, ON THE SANTA FE R.R. A CHISELED
 JF0664'SQUARE IN EAST STONE ABUTMENT OF BRIDGE 171-B, AND ON THE NORTH
 JF0664'SIDE OF TRACK, 1.8 MILES EAST OF BRADDOCK STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0662 ***********************************************************************
 JF0662  DESIGNATION -  RIVET 173 B
 JF0662  PID         -  JF0662
 JF0662  STATE/COUNTY-  KS/HARVEY
 JF0662  USGS QUAD   -  PEABODY NW (1989)
 JF0662
 JF0662                         *CURRENT SURVEY CONTROL
 JF0662  ___________________________________________________________________
 JF0662* NAD 83(1986)-  38 09 01.     (N)    097 11 30.     (W)     SCALED    
 JF0662* NAVD 88     -       433.324  (meters)    1421.66   (feet)  ADJUSTED  
 JF0662  ___________________________________________________________________
 JF0662  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 JF0662  DYNAMIC HT  -         432.993 (meters)    1420.58  (feet)  COMP
 JF0662  MODELED GRAV-     979,853.3   (mgal)                       NAVD 88
 JF0662
 JF0662  VERT ORDER  -  SECOND    CLASS 0
 JF0662
 JF0662.The horizontal coordinates were scaled from a topographic map and have
 JF0662.an estimated accuracy of +/- 6 seconds.
 JF0662
 JF0662.The orthometric height was determined by differential leveling
 JF0662.and adjusted by the National Geodetic Survey in June 1991..
 JF0662
 JF0662.The geoid height was determined by GEOID03.
 JF0662
 JF0662.The dynamic height is computed by dividing the NAVD 88
 JF0662.geopotential number by the normal gravity value computed on the
 JF0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0662.degrees latitude (g = 980.6199 gals.).
 JF0662
 JF0662.The modeled gravity was interpolated from observed gravity values.
 JF0662
 JF0662;                    North         East    Units  Estimated Accuracy
 JF0662;SPC KS S     -   565,460.      514,670.      MT  (+/- 180 meters Scaled)
 JF0662
 JF0662                          SUPERSEDED SURVEY CONTROL
 JF0662
 JF0662  NGVD 29 (??/??/92)  433.150  (m)         1421.09   (f) ADJ UNCH    2 0
 JF0662
 JF0662.Superseded values are not recommended for survey control.
 JF0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0662.See file dsdata.txt to determine how the superseded data were derived.
 JF0662
 JF0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH584240(NAD 83)
 JF0662_MARKER: S = SPIKE
 JF0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0662_SP_SET: CULVERT
 JF0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0662
 JF0662  HISTORY     - Date     Condition        Report By
 JF0662  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0662  HISTORY     - 1934     GOOD             NGS
 JF0662
 JF0662                          STATION DESCRIPTION
 JF0662
 JF0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0662'5.5 MI W FROM PEABODY.
 JF0662'5.5 MILES WEST OF PEABODY, ON THE SANTA FE R.R. A RAILROAD SPIKE
 JF0662'SET IN THE TOP CENTER EAST END OF THE NORTH HEADWALL OF CONCRETE
 JF0662'CULVERT, 173+B, MILE 173.8, 10 RAILS WEST OF ROAD CROSSING,
 JF0662'0.6 MILE WEST OF BRADDOCK SWITCH TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0660 ***********************************************************************
 JF0660  DESIGNATION -  RIVET 175 A
 JF0660  PID         -  JF0660
 JF0660  STATE/COUNTY-  KS/HARVEY
 JF0660  USGS QUAD   -  PEABODY NW (1989)
 JF0660
 JF0660                         *CURRENT SURVEY CONTROL
 JF0660  ___________________________________________________________________
 JF0660* NAD 83(1986)-  38 09 06.     (N)    097 12 58.     (W)     SCALED    
 JF0660* NAVD 88     -       449.608  (meters)    1475.09   (feet)  ADJUSTED  
 JF0660  ___________________________________________________________________
 JF0660  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 JF0660  DYNAMIC HT  -         449.265 (meters)    1473.96  (feet)  COMP
 JF0660  MODELED GRAV-     979,851.7   (mgal)                       NAVD 88
 JF0660
 JF0660  VERT ORDER  -  SECOND    CLASS 0
 JF0660
 JF0660.The horizontal coordinates were scaled from a topographic map and have
 JF0660.an estimated accuracy of +/- 6 seconds.
 JF0660
 JF0660.The orthometric height was determined by differential leveling
 JF0660.and adjusted by the National Geodetic Survey in June 1991..
 JF0660
 JF0660.The geoid height was determined by GEOID03.
 JF0660
 JF0660.The dynamic height is computed by dividing the NAVD 88
 JF0660.geopotential number by the normal gravity value computed on the
 JF0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0660.degrees latitude (g = 980.6199 gals.).
 JF0660
 JF0660.The modeled gravity was interpolated from observed gravity values.
 JF0660
 JF0660;                    North         East    Units  Estimated Accuracy
 JF0660;SPC KS S     -   565,590.      512,530.      MT  (+/- 180 meters Scaled)
 JF0660
 JF0660                          SUPERSEDED SURVEY CONTROL
 JF0660
 JF0660  NGVD 29 (??/??/92)  449.434  (m)         1474.52   (f) ADJ UNCH    2 0
 JF0660
 JF0660.Superseded values are not recommended for survey control.
 JF0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0660.See file dsdata.txt to determine how the superseded data were derived.
 JF0660
 JF0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH563241(NAD 83)
 JF0660_MARKER: B = BOLT
 JF0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0660_SP_SET: BRIDGE
 JF0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0660
 JF0660  HISTORY     - Date     Condition        Report By
 JF0660  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0660  HISTORY     - 1934     GOOD             NGS
 JF0660
 JF0660                          STATION DESCRIPTION
 JF0660
 JF0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0660'7 MI W FROM PEABODY.
 JF0660'7 MILES WEST OF ON THE SANTA FE R.R. A BOLT SET IN THE NORTH
 JF0660'EAST CORNER OF THE NORTH HEADWALL OF CONCRETE CULVERT ABOUT
 JF0660'6 FEET BELOW GRADE OF TRACK AND ON BRIDGE 175-A, 1 POLE WEST
 JF0660'OF MILE POST 175.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0658 ***********************************************************************
 JF0658  DESIGNATION -  RIVET 177.0
 JF0658  PID         -  JF0658
 JF0658  STATE/COUNTY-  KS/HARVEY
 JF0658  USGS QUAD   -  PEABODY NW (1989)
 JF0658
 JF0658                         *CURRENT SURVEY CONTROL
 JF0658  ___________________________________________________________________
 JF0658* NAD 83(1986)-  38 07 46.     (N)    097 14 30.     (W)     SCALED    
 JF0658* NAVD 88     -       469.966  (meters)    1541.88   (feet)  ADJUSTED  
 JF0658  ___________________________________________________________________
 JF0658  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 JF0658  DYNAMIC HT  -         469.606 (meters)    1540.70  (feet)  COMP
 JF0658  MODELED GRAV-     979,848.3   (mgal)                       NAVD 88
 JF0658
 JF0658  VERT ORDER  -  SECOND    CLASS 0
 JF0658
 JF0658.The horizontal coordinates were scaled from a topographic map and have
 JF0658.an estimated accuracy of +/- 6 seconds.
 JF0658
 JF0658.The orthometric height was determined by differential leveling
 JF0658.and adjusted by the National Geodetic Survey in June 1991..
 JF0658
 JF0658.The geoid height was determined by GEOID03.
 JF0658
 JF0658.The dynamic height is computed by dividing the NAVD 88
 JF0658.geopotential number by the normal gravity value computed on the
 JF0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0658.degrees latitude (g = 980.6199 gals.).
 JF0658
 JF0658.The modeled gravity was interpolated from observed gravity values.
 JF0658
 JF0658;                    North         East    Units  Estimated Accuracy
 JF0658;SPC KS S     -   563,090.      510,320.      MT  (+/- 180 meters Scaled)
 JF0658
 JF0658                          SUPERSEDED SURVEY CONTROL
 JF0658
 JF0658  NGVD 29 (??/??/92)  469.793  (m)         1541.31   (f) ADJ UNCH    2 0
 JF0658
 JF0658.Superseded values are not recommended for survey control.
 JF0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0658.See file dsdata.txt to determine how the superseded data were derived.
 JF0658
 JF0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH541216(NAD 83)
 JF0658_MARKER: B = BOLT
 JF0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF0658+STABILITY: SURFACE MOTION
 JF0658
 JF0658  HISTORY     - Date     Condition        Report By
 JF0658  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0658  HISTORY     - 1934     GOOD             NGS
 JF0658
 JF0658                          STATION DESCRIPTION
 JF0658
 JF0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0658'8 MI E FROM NEWTON.
 JF0658'1.1 MI E. OF WALTON ON THE SANTA FE R.R. 50 FEET NORTH OF THE
 JF0658'TRACKS ON R.O.W. FENCE LINE 580 FEET WEST OF MILE POST 177 AND
 JF0658'IS A 5 X 5 INCH SQUARE CONCRETE POST WITH A 1 INCH SQUARE BOLT
 JF0658'SET IN THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0655 ***********************************************************************
 JF0655  DESIGNATION -  RIVET 181 A
 JF0655  PID         -  JF0655
 JF0655  STATE/COUNTY-  KS/HARVEY
 JF0655  USGS QUAD   -  NEWTON (1989)
 JF0655
 JF0655                         *CURRENT SURVEY CONTROL
 JF0655  ___________________________________________________________________
 JF0655* NAD 83(1986)-  38 04 40.     (N)    097 17 43.     (W)     SCALED    
 JF0655* NAVD 88     -       453.488  (meters)    1487.82   (feet)  ADJUSTED  
 JF0655  ___________________________________________________________________
 JF0655  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 JF0655  DYNAMIC HT  -         453.139 (meters)    1486.67  (feet)  COMP
 JF0655  MODELED GRAV-     979,844.3   (mgal)                       NAVD 88
 JF0655
 JF0655  VERT ORDER  -  SECOND    CLASS 0
 JF0655
 JF0655.The horizontal coordinates were scaled from a topographic map and have
 JF0655.an estimated accuracy of +/- 6 seconds.
 JF0655
 JF0655.The orthometric height was determined by differential leveling
 JF0655.and adjusted by the National Geodetic Survey in June 1991..
 JF0655
 JF0655.The geoid height was determined by GEOID03.
 JF0655
 JF0655.The dynamic height is computed by dividing the NAVD 88
 JF0655.geopotential number by the normal gravity value computed on the
 JF0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0655.degrees latitude (g = 980.6199 gals.).
 JF0655
 JF0655.The modeled gravity was interpolated from observed gravity values.
 JF0655
 JF0655;                    North         East    Units  Estimated Accuracy
 JF0655;SPC KS S     -   557,300.      505,690.      MT  (+/- 180 meters Scaled)
 JF0655
 JF0655                          SUPERSEDED SURVEY CONTROL
 JF0655
 JF0655  NGVD 29 (??/??/92)  453.318  (m)         1487.26   (f) ADJ UNCH    2 0
 JF0655
 JF0655.Superseded values are not recommended for survey control.
 JF0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0655.See file dsdata.txt to determine how the superseded data were derived.
 JF0655
 JF0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH495158(NAD 83)
 JF0655_MARKER: Q = CHISELED SQUARE
 JF0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0655_SP_SET: CULVERT
 JF0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0655
 JF0655  HISTORY     - Date     Condition        Report By
 JF0655  HISTORY     - UNK      MONUMENTED       ATSFRR
 JF0655  HISTORY     - 1934     GOOD             NGS
 JF0655
 JF0655                          STATION DESCRIPTION
 JF0655
 JF0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF0655'3.5 MI W FROM WALTON.
 JF0655'3.5 MILES WEST OF WALTON, ON THE SANTA FE R.R. CHISELED SQUARE
 JF0655'ON THE NORTHEAST CORNER OF HEADWALL OF STONE CULVERT 181-A,
 JF0655'MILE 181.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0223 ***********************************************************************
 HG0223  DESIGNATION -  RIVET 4
 HG0223  PID         -  HG0223
 HG0223  STATE/COUNTY-  KS/HARPER
 HG0223  USGS QUAD   -  SPRING (1972)
 HG0223
 HG0223                         *CURRENT SURVEY CONTROL
 HG0223  ___________________________________________________________________
 HG0223* NAD 83(1986)-  37 06 49.     (N)    098 05 28.     (W)     SCALED    
 HG0223* NAVD 88     -       404.241  (meters)    1326.25   (feet)  ADJUSTED  
 HG0223  ___________________________________________________________________
 HG0223  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 HG0223  DYNAMIC HT  -         403.902 (meters)    1325.14  (feet)  COMP
 HG0223  MODELED GRAV-     979,779.2   (mgal)                       NAVD 88
 HG0223
 HG0223  VERT ORDER  -  SECOND    CLASS 0
 HG0223
 HG0223.The horizontal coordinates were scaled from a topographic map and have
 HG0223.an estimated accuracy of +/- 6 seconds.
 HG0223
 HG0223.The orthometric height was determined by differential leveling
 HG0223.and adjusted by the National Geodetic Survey in June 1991..
 HG0223
 HG0223.The geoid height was determined by GEOID03.
 HG0223
 HG0223.The dynamic height is computed by dividing the NAVD 88
 HG0223.geopotential number by the normal gravity value computed on the
 HG0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0223.degrees latitude (g = 980.6199 gals.).
 HG0223
 HG0223.The modeled gravity was interpolated from observed gravity values.
 HG0223
 HG0223;                    North         East    Units  Estimated Accuracy
 HG0223;SPC KS S     -   449,680.      436,340.      MT  (+/- 180 meters Scaled)
 HG0223
 HG0223                          SUPERSEDED SURVEY CONTROL
 HG0223
 HG0223  NGVD 29 (??/??/92)  404.115  (m)         1325.83   (f) ADJ UNCH    2 0
 HG0223
 HG0223.Superseded values are not recommended for survey control.
 HG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0223.See file dsdata.txt to determine how the superseded data were derived.
 HG0223
 HG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG807078(NAD 83)
 HG0223_MARKER: R = RIVET
 HG0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HG0223_SP_SET: RETAINING WALL
 HG0223_MARK LOGO: NONE  
 HG0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HG0223+STABILITY: SURFACE MOTION
 HG0223
 HG0223  HISTORY     - Date     Condition        Report By
 HG0223  HISTORY     - UNK      MONUMENTED       ATSFRR
 HG0223  HISTORY     - 1934     GOOD             NGS
 HG0223  HISTORY     - 1986     GOOD             NGS
 HG0223
 HG0223                          STATION DESCRIPTION
 HG0223
 HG0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HG0223'4.3 MI S FROM ANTHONY.
 HG0223'4.3 MILES SOUTH OF A.T. AND SF. RR. STATION AT ANTHONY ABOUT 4
 HG0223'FEET WEST OF ATCHISON, TOPEKA AND SANTA FE TRACK, IN NORTH END OF
 HG0223'CONCRETE BOX CULVERT 7 FT X 6 FT X 34.5 FT, AT MILEAGE 270.6.
 HG0223
 HG0223                          STATION RECOVERY (1986)
 HG0223
 HG0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HG0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0603 ***********************************************************************
 HE0603  DESIGNATION -  RIVET 648
 HE0603  PID         -  HE0603
 HE0603  STATE/COUNTY-  KS/WILSON
 HE0603  USGS QUAD   -  BUFFALO (1959)
 HE0603
 HE0603                         *CURRENT SURVEY CONTROL
 HE0603  ___________________________________________________________________
 HE0603* NAD 83(1986)-  37 37 37.     (N)    095 44 52.     (W)     SCALED    
 HE0603* NAVD 88     -       263.246  (meters)     863.67   (feet)  ADJUSTED  
 HE0603  ___________________________________________________________________
 HE0603  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 HE0603  DYNAMIC HT  -         263.042 (meters)     863.00  (feet)  COMP
 HE0603  MODELED GRAV-     979,848.8   (mgal)                       NAVD 88
 HE0603
 HE0603  VERT ORDER  -  SECOND    CLASS 0
 HE0603
 HE0603.The horizontal coordinates were scaled from a topographic map and have
 HE0603.an estimated accuracy of +/- 6 seconds.
 HE0603
 HE0603.The orthometric height was determined by differential leveling
 HE0603.and adjusted by the National Geodetic Survey in June 1991..
 HE0603
 HE0603.The geoid height was determined by GEOID03.
 HE0603
 HE0603.The dynamic height is computed by dividing the NAVD 88
 HE0603.geopotential number by the normal gravity value computed on the
 HE0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0603.degrees latitude (g = 980.6199 gals.).
 HE0603
 HE0603.The modeled gravity was interpolated from observed gravity values.
 HE0603
 HE0603;                    North         East    Units  Estimated Accuracy
 HE0603;SPC KS S     -   510,160.      642,910.      MT  (+/- 180 meters Scaled)
 HE0603
 HE0603                          SUPERSEDED SURVEY CONTROL
 HE0603
 HE0603  NGVD 29 (??/??/92)  263.108  (m)          863.21   (f) ADJ UNCH    2 0
 HE0603
 HE0603.Superseded values are not recommended for survey control.
 HE0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0603.See file dsdata.txt to determine how the superseded data were derived.
 HE0603
 HE0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB575679(NAD 83)
 HE0603_MARKER: R = RIVET
 HE0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0603_SP_SET: TOWER BASE
 HE0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0603
 HE0603  HISTORY     - Date     Condition        Report By
 HE0603  HISTORY     - UNK      MONUMENTED       MPRR
 HE0603  HISTORY     - 1934     GOOD             NGS
 HE0603
 HE0603                          STATION DESCRIPTION
 HE0603
 HE0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HE0603'AT BENEDICT.
 HE0603'RIVET IS LOCATED AT THE BASE OF SIGNAL TOWER AT THE JUNCTION OF
 HE0603'THE MO. P. AND SANTA FE. R.R. 3 YARDS NORTH EAST OF CENTER
 HE0603'OF THE M.P. TRACKS 7 YARDS EAST OF THE CENTER OF THE SANTA
 HE0603'FE TRACKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0510 ***********************************************************************
 HE0510  DESIGNATION -  RIVET 67
 HE0510  PID         -  HE0510
 HE0510  STATE/COUNTY-  KS/CHAUTAUQUA
 HE0510  USGS QUAD   -  CANEY (1984)
 HE0510
 HE0510                         *CURRENT SURVEY CONTROL
 HE0510  ___________________________________________________________________
 HE0510* NAD 83(1986)-  37 02 47.     (N)    095 58 25.     (W)     SCALED    
 HE0510* NAVD 88     -       225.149  (meters)     738.68   (feet)  ADJUSTED  
 HE0510  ___________________________________________________________________
 HE0510  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 HE0510  DYNAMIC HT  -         224.967 (meters)     738.08  (feet)  COMP
 HE0510  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 HE0510
 HE0510  VERT ORDER  -  FIRST     CLASS II
 HE0510
 HE0510.The horizontal coordinates were scaled from a topographic map and have
 HE0510.an estimated accuracy of +/- 6 seconds.
 HE0510
 HE0510.The orthometric height was determined by differential leveling
 HE0510.and adjusted by the National Geodetic Survey in June 1991..
 HE0510
 HE0510.The geoid height was determined by GEOID03.
 HE0510
 HE0510.The dynamic height is computed by dividing the NAVD 88
 HE0510.geopotential number by the normal gravity value computed on the
 HE0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0510.degrees latitude (g = 980.6199 gals.).
 HE0510
 HE0510.The modeled gravity was interpolated from observed gravity values.
 HE0510
 HE0510;                    North         East    Units  Estimated Accuracy
 HE0510;SPC KS S     -   445,190.      624,730.      MT  (+/- 180 meters Scaled)
 HE0510
 HE0510                          SUPERSEDED SURVEY CONTROL
 HE0510
 HE0510  NGVD 29 (??/??/92)  225.012  (m)          738.23   (f) ADJ UNCH    1 2
 HE0510
 HE0510.Superseded values are not recommended for survey control.
 HE0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0510.See file dsdata.txt to determine how the superseded data were derived.
 HE0510
 HE0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB355041(NAD 83)
 HE0510_MARKER: R = RIVET
 HE0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0510_SP_SET: CULVERT
 HE0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0510
 HE0510  HISTORY     - Date     Condition        Report By
 HE0510  HISTORY     - UNK      MONUMENTED       MPRR
 HE0510  HISTORY     - 1933     GOOD             NGS
 HE0510
 HE0510                          STATION DESCRIPTION
 HE0510
 HE0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0510'2.8 MI E FROM NIOTAZE.
 HE0510'2.75 MILES E. OF NIOTAZE ALONG MO. PAC. R.R. IN CENTER OF S.
 HE0510'CONC. HEADWALL OF CULVERT AT MP 444/37 1/2.  85 YDS. E. OF P-16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0511 ***********************************************************************
 HE0511  DESIGNATION -  RIVET 68
 HE0511  PID         -  HE0511
 HE0511  STATE/COUNTY-  KS/CHAUTAUQUA
 HE0511  USGS QUAD   -  CANEY (1984)
 HE0511
 HE0511                         *CURRENT SURVEY CONTROL
 HE0511  ___________________________________________________________________
 HE0511* NAD 83(1986)-  37 02 27.     (N)    095 58 14.     (W)     SCALED    
 HE0511* NAVD 88     -       224.687  (meters)     737.16   (feet)  ADJUSTED  
 HE0511  ___________________________________________________________________
 HE0511  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 HE0511  DYNAMIC HT  -         224.506 (meters)     736.57  (feet)  COMP
 HE0511  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 HE0511
 HE0511  VERT ORDER  -  FIRST     CLASS II
 HE0511
 HE0511.The horizontal coordinates were scaled from a topographic map and have
 HE0511.an estimated accuracy of +/- 6 seconds.
 HE0511
 HE0511.The orthometric height was determined by differential leveling
 HE0511.and adjusted by the National Geodetic Survey in June 1991..
 HE0511
 HE0511.The geoid height was determined by GEOID03.
 HE0511
 HE0511.The dynamic height is computed by dividing the NAVD 88
 HE0511.geopotential number by the normal gravity value computed on the
 HE0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0511.degrees latitude (g = 980.6199 gals.).
 HE0511
 HE0511.The modeled gravity was interpolated from observed gravity values.
 HE0511
 HE0511;                    North         East    Units  Estimated Accuracy
 HE0511;SPC KS S     -   444,580.      625,010.      MT  (+/- 180 meters Scaled)
 HE0511
 HE0511                          SUPERSEDED SURVEY CONTROL
 HE0511
 HE0511  NGVD 29 (??/??/92)  224.551  (m)          736.71   (f) ADJ UNCH    1 2
 HE0511
 HE0511.Superseded values are not recommended for survey control.
 HE0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0511.See file dsdata.txt to determine how the superseded data were derived.
 HE0511
 HE0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB358035(NAD 83)
 HE0511_MARKER: R = RIVET
 HE0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0511_SP_SET: CULVERT
 HE0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0511
 HE0511  HISTORY     - Date     Condition        Report By
 HE0511  HISTORY     - UNK      MONUMENTED       MPRR
 HE0511  HISTORY     - 1933     GOOD             NGS
 HE0511
 HE0511                          STATION DESCRIPTION
 HE0511
 HE0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0511'2.5 MI W FROM CANEY.
 HE0511'2.5 MILES W. OF CANAY.  ALONG MO. PAC. R.R. IN CENTER OF S.
 HE0511'CONC. HEADWALL OF CULVERT AT MP 444/19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0512 ***********************************************************************
 HE0512  DESIGNATION -  RIVET 69
 HE0512  PID         -  HE0512
 HE0512  STATE/COUNTY-  KS/MONTGOMERY
 HE0512  USGS QUAD   -  CANEY (1984)
 HE0512
 HE0512                         *CURRENT SURVEY CONTROL
 HE0512  ___________________________________________________________________
 HE0512* NAD 83(1986)-  37 01 41.     (N)    095 57 28.     (W)     SCALED    
 HE0512* NAVD 88     -       225.003  (meters)     738.20   (feet)  ADJUSTED  
 HE0512  ___________________________________________________________________
 HE0512  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HE0512  DYNAMIC HT  -         224.822 (meters)     737.60  (feet)  COMP
 HE0512  MODELED GRAV-     979,821.7   (mgal)                       NAVD 88
 HE0512
 HE0512  VERT ORDER  -  FIRST     CLASS II
 HE0512
 HE0512.The horizontal coordinates were scaled from a topographic map and have
 HE0512.an estimated accuracy of +/- 6 seconds.
 HE0512
 HE0512.The orthometric height was determined by differential leveling
 HE0512.and adjusted by the National Geodetic Survey in June 1991..
 HE0512
 HE0512.The geoid height was determined by GEOID03.
 HE0512
 HE0512.The dynamic height is computed by dividing the NAVD 88
 HE0512.geopotential number by the normal gravity value computed on the
 HE0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0512.degrees latitude (g = 980.6199 gals.).
 HE0512
 HE0512.The modeled gravity was interpolated from observed gravity values.
 HE0512
 HE0512;                    North         East    Units  Estimated Accuracy
 HE0512;SPC KS S     -   443,190.      626,190.      MT  (+/- 180 meters Scaled)
 HE0512
 HE0512                          SUPERSEDED SURVEY CONTROL
 HE0512
 HE0512  NGVD 29 (??/??/92)  224.866  (m)          737.75   (f) ADJ UNCH    1 2
 HE0512
 HE0512.Superseded values are not recommended for survey control.
 HE0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0512.See file dsdata.txt to determine how the superseded data were derived.
 HE0512
 HE0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB368020(NAD 83)
 HE0512_MARKER: R = RIVET
 HE0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0512_SP_SET: BRIDGE
 HE0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0512
 HE0512  HISTORY     - Date     Condition        Report By
 HE0512  HISTORY     - UNK      MONUMENTED       MPRR
 HE0512  HISTORY     - 1933     GOOD             NGS
 HE0512
 HE0512                          STATION DESCRIPTION
 HE0512
 HE0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0512'1 MI W FROM CANEY.
 HE0512'1 MILE W. OF CANEY.  ALONG MO. PAC. R.R. ON SE. BRIDGE SUPPORT
 HE0512'(E. PIER) OF STEEL, TRUSS BRIDGE AT MP 443/13 1/2.  MARK IS
 HE0512'1 FT. E. OF SE. BASE PLATE OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0513 ***********************************************************************
 HE0513  DESIGNATION -  RIVET 70
 HE0513  PID         -  HE0513
 HE0513  STATE/COUNTY-  KS/MONTGOMERY
 HE0513  USGS QUAD   -  CANEY (1984)
 HE0513
 HE0513                         *CURRENT SURVEY CONTROL
 HE0513  ___________________________________________________________________
 HE0513* NAD 83(1986)-  37 01 25.     (N)    095 57 06.     (W)     SCALED    
 HE0513* NAVD 88     -       222.911  (meters)     731.33   (feet)  ADJUSTED  
 HE0513  ___________________________________________________________________
 HE0513  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 HE0513  DYNAMIC HT  -         222.732 (meters)     730.75  (feet)  COMP
 HE0513  MODELED GRAV-     979,821.8   (mgal)                       NAVD 88
 HE0513
 HE0513  VERT ORDER  -  FIRST     CLASS II
 HE0513
 HE0513.The horizontal coordinates were scaled from a topographic map and have
 HE0513.an estimated accuracy of +/- 6 seconds.
 HE0513
 HE0513.The orthometric height was determined by differential leveling
 HE0513.and adjusted by the National Geodetic Survey in June 1991..
 HE0513
 HE0513.The geoid height was determined by GEOID03.
 HE0513
 HE0513.The dynamic height is computed by dividing the NAVD 88
 HE0513.geopotential number by the normal gravity value computed on the
 HE0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0513.degrees latitude (g = 980.6199 gals.).
 HE0513
 HE0513.The modeled gravity was interpolated from observed gravity values.
 HE0513
 HE0513;                    North         East    Units  Estimated Accuracy
 HE0513;SPC KS S     -   442,720.      626,750.      MT  (+/- 180 meters Scaled)
 HE0513
 HE0513                          SUPERSEDED SURVEY CONTROL
 HE0513
 HE0513  NGVD 29 (??/??/92)  222.775  (m)          730.89   (f) ADJ UNCH    1 2
 HE0513
 HE0513.Superseded values are not recommended for survey control.
 HE0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0513.See file dsdata.txt to determine how the superseded data were derived.
 HE0513
 HE0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB374015(NAD 83)
 HE0513_MARKER: R = RIVET
 HE0513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HE0513_SP_SET: BRIDGE
 HE0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HE0513
 HE0513  HISTORY     - Date     Condition        Report By
 HE0513  HISTORY     - UNK      MONUMENTED       MPRR
 HE0513  HISTORY     - 1933     GOOD             NGS
 HE0513
 HE0513                          STATION DESCRIPTION
 HE0513
 HE0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0513'0.8 MI W FROM CANEY.
 HE0513'0.75 MILE W. OF CANEY ALONG MO. PAC. R.R. ON S. SIDE OF BRIDGE
 HE0513'SEAT OF E. CONC. PIER OF BRIDGE 84 AT MP 442/37.  MARK IS 5 FT.
 HE0513'S. OF S. RAIL AND ABOUT 6 FT. BELOW RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0516 ***********************************************************************
 HE0516  DESIGNATION -  RIVET 71
 HE0516  PID         -  HE0516
 HE0516  STATE/COUNTY-  KS/MONTGOMERY
 HE0516  USGS QUAD   -  CANEY (1984)
 HE0516
 HE0516                         *CURRENT SURVEY CONTROL
 HE0516  ___________________________________________________________________
 HE0516* NAD 83(1986)-  37 01 15.     (N)    095 56 19.     (W)     SCALED    
 HE0516* NAVD 88     -       226.063  (meters)     741.67   (feet)  ADJUSTED  
 HE0516  ___________________________________________________________________
 HE0516  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HE0516  DYNAMIC HT  -         225.881 (meters)     741.08  (feet)  COMP
 HE0516  MODELED GRAV-     979,822.4   (mgal)                       NAVD 88
 HE0516
 HE0516  VERT ORDER  -  FIRST     CLASS II
 HE0516
 HE0516.The horizontal coordinates were scaled from a topographic map and have
 HE0516.an estimated accuracy of +/- 6 seconds.
 HE0516
 HE0516.The orthometric height was determined by differential leveling
 HE0516.and adjusted by the National Geodetic Survey in June 1991..
 HE0516
 HE0516.The geoid height was determined by GEOID03.
 HE0516
 HE0516.The dynamic height is computed by dividing the NAVD 88
 HE0516.geopotential number by the normal gravity value computed on the
 HE0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HE0516.degrees latitude (g = 980.6199 gals.).
 HE0516
 HE0516.The modeled gravity was interpolated from observed gravity values.
 HE0516
 HE0516;                    North         East    Units  Estimated Accuracy
 HE0516;SPC KS S     -   442,440.      627,920.      MT  (+/- 180 meters Scaled)
 HE0516
 HE0516                          SUPERSEDED SURVEY CONTROL
 HE0516
 HE0516  NGVD 29 (??/??/92)  225.926  (m)          741.23   (f) ADJ UNCH    1 2
 HE0516
 HE0516.Superseded values are not recommended for survey control.
 HE0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0516.See file dsdata.txt to determine how the superseded data were derived.
 HE0516
 HE0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB385012(NAD 83)
 HE0516_MARKER: R = RIVET
 HE0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HE0516_SP_SET: CONCRETE METER BOX
 HE0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HE0516
 HE0516  HISTORY     - Date     Condition        Report By
 HE0516  HISTORY     - UNK      MONUMENTED       MPRR
 HE0516  HISTORY     - 1933     GOOD             NGS
 HE0516  HISTORY     - 1935     GOOD             NGS
 HE0516
 HE0516                          STATION DESCRIPTION
 HE0516
 HE0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HE0516'IN CANEY.
 HE0516'IN CANEY.  ALONG MO. PAC. R.R. ON SE. CORNER OF CONC. WATER
 HE0516'METER BOX AT MP 442/05 ACROSS TRACK TO THE NORTH FROM CANEY
 HE0516'DEPOT.  MARK IS 5 YDS. N. OF CENTERLINE OF TRACK (MAIN), 15
 HE0516'YDS. W. OF CENTERLINE OF U.S. HIGHWAY 166 AND 40 YDS. E. OF
 HE0516'CANEY DEPOT.
 HE0516
 HE0516                          STATION RECOVERY (1935)
 HE0516
 HE0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HE0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1328 ***********************************************************************
 JE1328  DESIGNATION -  RIVET 986
 JE1328  PID         -  JE1328
 JE1328  STATE/COUNTY-  KS/OSAGE
 JE1328  USGS QUAD   -  QUENEMO (1965)
 JE1328
 JE1328                         *CURRENT SURVEY CONTROL
 JE1328  ___________________________________________________________________
 JE1328* NAD 83(1986)-  38 36 14.     (N)    095 30 32.     (W)     SCALED    
 JE1328* NAVD 88     -       286.124  (meters)     938.73   (feet)  ADJUSTED  
 JE1328  ___________________________________________________________________
 JE1328  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 JE1328  DYNAMIC HT  -         285.924 (meters)     938.07  (feet)  COMP
 JE1328  MODELED GRAV-     979,921.0   (mgal)                       NAVD 88
 JE1328
 JE1328  VERT ORDER  -  SECOND    CLASS 0
 JE1328
 JE1328.The horizontal coordinates were scaled from a topographic map and have
 JE1328.an estimated accuracy of +/- 6 seconds.
 JE1328
 JE1328.The orthometric height was determined by differential leveling
 JE1328.and adjusted by the National Geodetic Survey in June 1991..
 JE1328
 JE1328.The geoid height was determined by GEOID03.
 JE1328
 JE1328.The dynamic height is computed by dividing the NAVD 88
 JE1328.geopotential number by the normal gravity value computed on the
 JE1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1328.degrees latitude (g = 980.6199 gals.).
 JE1328
 JE1328.The modeled gravity was interpolated from observed gravity values.
 JE1328
 JE1328;                    North         East    Units  Estimated Accuracy
 JE1328;SPC KS S     -   619,190.      660,510.      MT  (+/- 180 meters Scaled)
 JE1328
 JE1328                          SUPERSEDED SURVEY CONTROL
 JE1328
 JE1328  NGVD 29 (??/??/92)  285.986  (m)          938.27   (f) ADJ UNCH    2 0
 JE1328
 JE1328.Superseded values are not recommended for survey control.
 JE1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1328.See file dsdata.txt to determine how the superseded data were derived.
 JE1328
 JE1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC815758(NAD 83)
 JE1328_MARKER: R = RIVET
 JE1328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1328_SP_SET: CONCRETE FOUNDATION
 JE1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1328
 JE1328  HISTORY     - Date     Condition        Report By
 JE1328  HISTORY     - UNK      MONUMENTED       MPRR
 JE1328  HISTORY     - 1935     GOOD             NGS
 JE1328
 JE1328                          STATION DESCRIPTION
 JE1328
 JE1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1328'0.6 MI E FROM LOMAX.
 JE1328'0.6 MILE E. OF LOMAX STATION ALONG MO. PAC. RR. AT MP 367/29
 JE1328'IN S.W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL 3676, 28
 JE1328'YDS. W. OF POST MARKING COUNTY LINE AND 75 YDS. E. OF BRIDGE
 JE1328'66 OVER GALVIN CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1325 ***********************************************************************
 JE1325  DESIGNATION -  RIVET 988
 JE1325  PID         -  JE1325
 JE1325  STATE/COUNTY-  KS/OSAGE
 JE1325  USGS QUAD   -  QUENEMO (1965)
 JE1325
 JE1325                         *CURRENT SURVEY CONTROL
 JE1325  ___________________________________________________________________
 JE1325* NAD 83(1986)-  38 36 01.     (N)    095 31 38.     (W)     SCALED    
 JE1325* NAVD 88     -       284.855  (meters)     934.56   (feet)  ADJUSTED  
 JE1325  ___________________________________________________________________
 JE1325  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 JE1325  DYNAMIC HT  -         284.655 (meters)     933.91  (feet)  COMP
 JE1325  MODELED GRAV-     979,920.2   (mgal)                       NAVD 88
 JE1325
 JE1325  VERT ORDER  -  SECOND    CLASS 0
 JE1325
 JE1325.The horizontal coordinates were scaled from a topographic map and have
 JE1325.an estimated accuracy of +/- 6 seconds.
 JE1325
 JE1325.The orthometric height was determined by differential leveling
 JE1325.and adjusted by the National Geodetic Survey in June 1991..
 JE1325
 JE1325.The geoid height was determined by GEOID03.
 JE1325
 JE1325.The dynamic height is computed by dividing the NAVD 88
 JE1325.geopotential number by the normal gravity value computed on the
 JE1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1325.degrees latitude (g = 980.6199 gals.).
 JE1325
 JE1325.The modeled gravity was interpolated from observed gravity values.
 JE1325
 JE1325;                    North         East    Units  Estimated Accuracy
 JE1325;SPC KS S     -   618,740.      658,920.      MT  (+/- 180 meters Scaled)
 JE1325
 JE1325                          SUPERSEDED SURVEY CONTROL
 JE1325
 JE1325  NGVD 29 (??/??/92)  284.715  (m)          934.10   (f) ADJ UNCH    2 0
 JE1325
 JE1325.Superseded values are not recommended for survey control.
 JE1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1325.See file dsdata.txt to determine how the superseded data were derived.
 JE1325
 JE1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC799754(NAD 83)
 JE1325_MARKER: R = RIVET
 JE1325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1325_SP_SET: CULVERT
 JE1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1325
 JE1325  HISTORY     - Date     Condition        Report By
 JE1325  HISTORY     - UNK      MONUMENTED       MPRR
 JE1325  HISTORY     - 1935     GOOD             NGS
 JE1325  HISTORY     - 1950     GOOD             NGS
 JE1325
 JE1325                          STATION DESCRIPTION
 JE1325
 JE1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1325'0.4 MI W FROM LOMAX.
 JE1325'0.4 MILE W. OF LOMAX ALONG MO. PAC. RR. AT MP 368/32, 1 FT.
 JE1325'E. OF W. END OF N. HEADWALL OF DOUBLE 3 X 4 CONC. CULVERT, 15
 JE1325'YDS. W. OF CENTER LINE OF U.S. HIGHWAY NO. 50-S CROSSING AND
 JE1325'4 YDS. E. OF M 230.
 JE1325
 JE1325                          STATION RECOVERY (1950)
 JE1325
 JE1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JE1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1323 ***********************************************************************
 JE1323  DESIGNATION -  RIVET 989
 JE1323  PID         -  JE1323
 JE1323  STATE/COUNTY-  KS/OSAGE
 JE1323  USGS QUAD   -  QUENEMO (1965)
 JE1323
 JE1323                         *CURRENT SURVEY CONTROL
 JE1323  ___________________________________________________________________
 JE1323* NAD 83(1986)-  38 36 00.     (N)    095 32 10.     (W)     SCALED    
 JE1323* NAVD 88     -       285.289  (meters)     935.99   (feet)  ADJUSTED  
 JE1323  ___________________________________________________________________
 JE1323  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 JE1323  DYNAMIC HT  -         285.088 (meters)     935.33  (feet)  COMP
 JE1323  MODELED GRAV-     979,920.0   (mgal)                       NAVD 88
 JE1323
 JE1323  VERT ORDER  -  SECOND    CLASS 0
 JE1323
 JE1323.The horizontal coordinates were scaled from a topographic map and have
 JE1323.an estimated accuracy of +/- 6 seconds.
 JE1323
 JE1323.The orthometric height was determined by differential leveling
 JE1323.and adjusted by the National Geodetic Survey in June 1991..
 JE1323
 JE1323.The geoid height was determined by GEOID03.
 JE1323
 JE1323.The dynamic height is computed by dividing the NAVD 88
 JE1323.geopotential number by the normal gravity value computed on the
 JE1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1323.degrees latitude (g = 980.6199 gals.).
 JE1323
 JE1323.The modeled gravity was interpolated from observed gravity values.
 JE1323
 JE1323;                    North         East    Units  Estimated Accuracy
 JE1323;SPC KS S     -   618,680.      658,150.      MT  (+/- 180 meters Scaled)
 JE1323
 JE1323                          SUPERSEDED SURVEY CONTROL
 JE1323
 JE1323  NGVD 29 (??/??/92)  285.149  (m)          935.53   (f) ADJ UNCH    2 0
 JE1323
 JE1323.Superseded values are not recommended for survey control.
 JE1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1323.See file dsdata.txt to determine how the superseded data were derived.
 JE1323
 JE1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC791754(NAD 83)
 JE1323_MARKER: R = RIVET
 JE1323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1323_SP_SET: CULVERT
 JE1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1323
 JE1323  HISTORY     - Date     Condition        Report By
 JE1323  HISTORY     - UNK      MONUMENTED       MPRR
 JE1323  HISTORY     - 1935     GOOD             NGS
 JE1323
 JE1323                          STATION DESCRIPTION
 JE1323
 JE1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1323'0.9 MI NW FROM LOMAX.
 JE1323'0.9 MILES W. OF LOMAX ALONG MO. PAC. RR. AT MP 369/11, 1 FT.
 JE1323'E. OF W. END OF N. HEADWALL OF 3 X 6 CONC. CULVERT AND 5 YDS.
 JE1323'E. OF CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1320 ***********************************************************************
 JE1320  DESIGNATION -  RIVET 990
 JE1320  PID         -  JE1320
 JE1320  STATE/COUNTY-  KS/OSAGE
 JE1320  USGS QUAD   -  QUENEMO (1965)
 JE1320
 JE1320                         *CURRENT SURVEY CONTROL
 JE1320  ___________________________________________________________________
 JE1320* NAD 83(1986)-  38 36 13.     (N)    095 33 19.     (W)     SCALED    
 JE1320* NAVD 88     -       287.914  (meters)     944.60   (feet)  ADJUSTED  
 JE1320  ___________________________________________________________________
 JE1320  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JE1320  DYNAMIC HT  -         287.713 (meters)     943.94  (feet)  COMP
 JE1320  MODELED GRAV-     979,920.1   (mgal)                       NAVD 88
 JE1320
 JE1320  VERT ORDER  -  SECOND    CLASS 0
 JE1320
 JE1320.The horizontal coordinates were scaled from a topographic map and have
 JE1320.an estimated accuracy of +/- 6 seconds.
 JE1320
 JE1320.The orthometric height was determined by differential leveling
 JE1320.and adjusted by the National Geodetic Survey in June 1991..
 JE1320
 JE1320.The geoid height was determined by GEOID03.
 JE1320
 JE1320.The dynamic height is computed by dividing the NAVD 88
 JE1320.geopotential number by the normal gravity value computed on the
 JE1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1320.degrees latitude (g = 980.6199 gals.).
 JE1320
 JE1320.The modeled gravity was interpolated from observed gravity values.
 JE1320
 JE1320;                    North         East    Units  Estimated Accuracy
 JE1320;SPC KS S     -   619,030.      656,470.      MT  (+/- 180 meters Scaled)
 JE1320
 JE1320                          SUPERSEDED SURVEY CONTROL
 JE1320
 JE1320  NGVD 29 (??/??/92)  287.775  (m)          944.14   (f) ADJ UNCH    2 0
 JE1320
 JE1320.Superseded values are not recommended for survey control.
 JE1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1320.See file dsdata.txt to determine how the superseded data were derived.
 JE1320
 JE1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC774758(NAD 83)
 JE1320_MARKER: R = RIVET
 JE1320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1320_SP_SET: CULVERT
 JE1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1320
 JE1320  HISTORY     - Date     Condition        Report By
 JE1320  HISTORY     - UNK      MONUMENTED       MPRR
 JE1320  HISTORY     - 1935     GOOD             NGS
 JE1320
 JE1320                          STATION DESCRIPTION
 JE1320
 JE1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1320'1.9 MI W FROM LOMAX.
 JE1320'1.9 MILES W. OF LOMAX ALONG MO. PAC. RR. AT MP 370/12, 1 FT. E.
 JE1320'OF W. END OF N. CONC. HEADWALL OF 24 IN CAST IRON PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1319 ***********************************************************************
 JE1319  DESIGNATION -  RIVET 991
 JE1319  PID         -  JE1319
 JE1319  STATE/COUNTY-  KS/OSAGE
 JE1319  USGS QUAD   -  QUENEMO (1965)
 JE1319
 JE1319                         *CURRENT SURVEY CONTROL
 JE1319  ___________________________________________________________________
 JE1319* NAD 83(1986)-  38 36 30.     (N)    095 33 48.     (W)     SCALED    
 JE1319* NAVD 88     -       288.556  (meters)     946.70   (feet)  ADJUSTED  
 JE1319  ___________________________________________________________________
 JE1319  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 JE1319  DYNAMIC HT  -         288.354 (meters)     946.04  (feet)  COMP
 JE1319  MODELED GRAV-     979,920.5   (mgal)                       NAVD 88
 JE1319
 JE1319  VERT ORDER  -  SECOND    CLASS 0
 JE1319
 JE1319.The horizontal coordinates were scaled from a topographic map and have
 JE1319.an estimated accuracy of +/- 6 seconds.
 JE1319
 JE1319.The orthometric height was determined by differential leveling
 JE1319.and adjusted by the National Geodetic Survey in June 1991..
 JE1319
 JE1319.The geoid height was determined by GEOID03.
 JE1319
 JE1319.The dynamic height is computed by dividing the NAVD 88
 JE1319.geopotential number by the normal gravity value computed on the
 JE1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1319.degrees latitude (g = 980.6199 gals.).
 JE1319
 JE1319.The modeled gravity was interpolated from observed gravity values.
 JE1319
 JE1319;                    North         East    Units  Estimated Accuracy
 JE1319;SPC KS S     -   619,530.      655,750.      MT  (+/- 180 meters Scaled)
 JE1319
 JE1319                          SUPERSEDED SURVEY CONTROL
 JE1319
 JE1319  NGVD 29 (??/??/92)  288.417  (m)          946.25   (f) ADJ UNCH    2 0
 JE1319
 JE1319.Superseded values are not recommended for survey control.
 JE1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1319.See file dsdata.txt to determine how the superseded data were derived.
 JE1319
 JE1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC768764(NAD 83)
 JE1319_MARKER: R = RIVET
 JE1319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1319_SP_SET: CULVERT
 JE1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1319
 JE1319  HISTORY     - Date     Condition        Report By
 JE1319  HISTORY     - UNK      MONUMENTED       MPRR
 JE1319  HISTORY     - 1935     GOOD             NGS
 JE1319
 JE1319                          STATION DESCRIPTION
 JE1319
 JE1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1319'2.7 MI W FROM LOMAX.
 JE1319'2.7 MILES W. OF LOMAX ALONG MO. PAC. RR. AT MP 370/35, 1 FT. E. OF
 JE1319'W. END OF N. HEADWALL OF DOUBLE 4 X 4 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1318 ***********************************************************************
 JE1318  DESIGNATION -  RIVET 992
 JE1318  PID         -  JE1318
 JE1318  STATE/COUNTY-  KS/OSAGE
 JE1318  USGS QUAD   -  QUENEMO (1965)
 JE1318
 JE1318                         *CURRENT SURVEY CONTROL
 JE1318  ___________________________________________________________________
 JE1318* NAD 83(1986)-  38 36 50.     (N)    095 34 16.     (W)     SCALED    
 JE1318* NAVD 88     -       288.746  (meters)     947.33   (feet)  ADJUSTED  
 JE1318  ___________________________________________________________________
 JE1318  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 JE1318  DYNAMIC HT  -         288.544 (meters)     946.66  (feet)  COMP
 JE1318  MODELED GRAV-     979,920.9   (mgal)                       NAVD 88
 JE1318
 JE1318  VERT ORDER  -  SECOND    CLASS 0
 JE1318
 JE1318.The horizontal coordinates were scaled from a topographic map and have
 JE1318.an estimated accuracy of +/- 6 seconds.
 JE1318
 JE1318.The orthometric height was determined by differential leveling
 JE1318.and adjusted by the National Geodetic Survey in June 1991..
 JE1318
 JE1318.The geoid height was determined by GEOID03.
 JE1318
 JE1318.The dynamic height is computed by dividing the NAVD 88
 JE1318.geopotential number by the normal gravity value computed on the
 JE1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1318.degrees latitude (g = 980.6199 gals.).
 JE1318
 JE1318.The modeled gravity was interpolated from observed gravity values.
 JE1318
 JE1318;                    North         East    Units  Estimated Accuracy
 JE1318;SPC KS S     -   620,130.      655,050.      MT  (+/- 180 meters Scaled)
 JE1318
 JE1318                          SUPERSEDED SURVEY CONTROL
 JE1318
 JE1318  NGVD 29 (??/??/92)  288.606  (m)          946.87   (f) ADJ UNCH    2 0
 JE1318
 JE1318.Superseded values are not recommended for survey control.
 JE1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1318.See file dsdata.txt to determine how the superseded data were derived.
 JE1318
 JE1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC761770(NAD 83)
 JE1318_MARKER: R = RIVET
 JE1318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1318_SP_SET: CULVERT
 JE1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1318
 JE1318  HISTORY     - Date     Condition        Report By
 JE1318  HISTORY     - UNK      MONUMENTED       MPRR
 JE1318  HISTORY     - 1935     GOOD             NGS
 JE1318
 JE1318                          STATION DESCRIPTION
 JE1318
 JE1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1318'3.1 MI W FROM LOMAX.
 JE1318'3.1 MILES W. OF LOMAX ALONG MO. PAC. RR. AT MP 371/18, 1 FT. E.
 JE1318'OF W. END OF N. HEADWALL OF DOUBLE 8 X 8 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1316 ***********************************************************************
 JE1316  DESIGNATION -  RIVET 993
 JE1316  PID         -  JE1316
 JE1316  STATE/COUNTY-  KS/OSAGE
 JE1316  USGS QUAD   -  QUENEMO (1965)
 JE1316
 JE1316                         *CURRENT SURVEY CONTROL
 JE1316  ___________________________________________________________________
 JE1316* NAD 83(1986)-  38 37 23.     (N)    095 35 00.     (W)     SCALED    
 JE1316* NAVD 88     -       304.336  (meters)     998.48   (feet)  ADJUSTED  
 JE1316  ___________________________________________________________________
 JE1316  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JE1316  DYNAMIC HT  -         304.124 (meters)     997.78  (feet)  COMP
 JE1316  MODELED GRAV-     979,921.7   (mgal)                       NAVD 88
 JE1316
 JE1316  VERT ORDER  -  SECOND    CLASS 0
 JE1316
 JE1316.The horizontal coordinates were scaled from a topographic map and have
 JE1316.an estimated accuracy of +/- 6 seconds.
 JE1316
 JE1316.The orthometric height was determined by differential leveling
 JE1316.and adjusted by the National Geodetic Survey in June 1991..
 JE1316
 JE1316.The geoid height was determined by GEOID03.
 JE1316
 JE1316.The dynamic height is computed by dividing the NAVD 88
 JE1316.geopotential number by the normal gravity value computed on the
 JE1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1316.degrees latitude (g = 980.6199 gals.).
 JE1316
 JE1316.The modeled gravity was interpolated from observed gravity values.
 JE1316
 JE1316;                    North         East    Units  Estimated Accuracy
 JE1316;SPC KS S     -   621,110.      653,960.      MT  (+/- 180 meters Scaled)
 JE1316
 JE1316                          SUPERSEDED SURVEY CONTROL
 JE1316
 JE1316  NGVD 29 (??/??/92)  304.196  (m)          998.02   (f) ADJ UNCH    2 0
 JE1316
 JE1316.Superseded values are not recommended for survey control.
 JE1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1316.See file dsdata.txt to determine how the superseded data were derived.
 JE1316
 JE1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC751781(NAD 83)
 JE1316_MARKER: R = RIVET
 JE1316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1316_SP_SET: CONCRETE FOUNDATION
 JE1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1316
 JE1316  HISTORY     - Date     Condition        Report By
 JE1316  HISTORY     - UNK      MONUMENTED       MPRR
 JE1316  HISTORY     - 1935     GOOD             NGS
 JE1316
 JE1316                          STATION DESCRIPTION
 JE1316
 JE1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1316'3 MI E FROM VASSAR.
 JE1316'3.0 MILES E. OF VASSAR ALONG MO. PAC. RR. AT MP 372/14, 6 INCHES
 JE1316'E. OF S.W. CORNER OF CONC. FOUNDATION OF RELAY CASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1315 ***********************************************************************
 JE1315  DESIGNATION -  RIVET 994
 JE1315  PID         -  JE1315
 JE1315  STATE/COUNTY-  KS/OSAGE
 JE1315  USGS QUAD   -  VASSAR (1965)
 JE1315
 JE1315                         *CURRENT SURVEY CONTROL
 JE1315  ___________________________________________________________________
 JE1315* NAD 83(1986)-  38 37 56.     (N)    095 35 39.     (W)     SCALED    
 JE1315* NAVD 88     -       317.857  (meters)    1042.84   (feet)  ADJUSTED  
 JE1315  ___________________________________________________________________
 JE1315  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 JE1315  DYNAMIC HT  -         317.635 (meters)    1042.11  (feet)  COMP
 JE1315  MODELED GRAV-     979,922.5   (mgal)                       NAVD 88
 JE1315
 JE1315  VERT ORDER  -  SECOND    CLASS 0
 JE1315
 JE1315.The horizontal coordinates were scaled from a topographic map and have
 JE1315.an estimated accuracy of +/- 6 seconds.
 JE1315
 JE1315.The orthometric height was determined by differential leveling
 JE1315.and adjusted by the National Geodetic Survey in June 1991..
 JE1315
 JE1315.The geoid height was determined by GEOID03.
 JE1315
 JE1315.The dynamic height is computed by dividing the NAVD 88
 JE1315.geopotential number by the normal gravity value computed on the
 JE1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1315.degrees latitude (g = 980.6199 gals.).
 JE1315
 JE1315.The modeled gravity was interpolated from observed gravity values.
 JE1315
 JE1315;                    North         East    Units  Estimated Accuracy
 JE1315;SPC KS S     -   622,100.      652,980.      MT  (+/- 180 meters Scaled)
 JE1315
 JE1315                          SUPERSEDED SURVEY CONTROL
 JE1315
 JE1315  NGVD 29 (??/??/92)  317.715  (m)         1042.37   (f) ADJ UNCH    2 0
 JE1315
 JE1315.Superseded values are not recommended for survey control.
 JE1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1315.See file dsdata.txt to determine how the superseded data were derived.
 JE1315
 JE1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC741791(NAD 83)
 JE1315_MARKER: R = RIVET
 JE1315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1315_SP_SET: CULVERT
 JE1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1315
 JE1315  HISTORY     - Date     Condition        Report By
 JE1315  HISTORY     - UNK      MONUMENTED       MPRR
 JE1315  HISTORY     - 1935     GOOD             NGS
 JE1315
 JE1315                          STATION DESCRIPTION
 JE1315
 JE1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1315'2.1 MI E FROM VASSAR.
 JE1315'2.1 MILES E. OF VASSAR ALONG MO. PAC. RR. AT MP 373/08, 1 FT. S.
 JE1315'OF N. END OF E. CONC. HEADWALL OF 24 IN VITRIFIED TILE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1313 ***********************************************************************
 JE1313  DESIGNATION -  RIVET 997
 JE1313  PID         -  JE1313
 JE1313  STATE/COUNTY-  KS/OSAGE
 JE1313  USGS QUAD   -  VASSAR (1965)
 JE1313
 JE1313                         *CURRENT SURVEY CONTROL
 JE1313  ___________________________________________________________________
 JE1313* NAD 83(1986)-  38 38 45.     (N)    095 37 07.     (W)     SCALED    
 JE1313* NAVD 88     -       338.600  (meters)    1110.89   (feet)  ADJUSTED  
 JE1313  ___________________________________________________________________
 JE1313  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 JE1313  DYNAMIC HT  -         338.365 (meters)    1110.12  (feet)  COMP
 JE1313  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 JE1313
 JE1313  VERT ORDER  -  SECOND    CLASS 0
 JE1313
 JE1313.The horizontal coordinates were scaled from a topographic map and have
 JE1313.an estimated accuracy of +/- 6 seconds.
 JE1313
 JE1313.The orthometric height was determined by differential leveling
 JE1313.and adjusted by the National Geodetic Survey in June 1991..
 JE1313
 JE1313.The geoid height was determined by GEOID03.
 JE1313
 JE1313.The dynamic height is computed by dividing the NAVD 88
 JE1313.geopotential number by the normal gravity value computed on the
 JE1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1313.degrees latitude (g = 980.6199 gals.).
 JE1313
 JE1313.The modeled gravity was interpolated from observed gravity values.
 JE1313
 JE1313;                    North         East    Units  Estimated Accuracy
 JE1313;SPC KS S     -   623,540.      650,810.      MT  (+/- 180 meters Scaled)
 JE1313
 JE1313                          SUPERSEDED SURVEY CONTROL
 JE1313
 JE1313  NGVD 29 (??/??/92)  338.456  (m)         1110.42   (f) ADJ UNCH    2 0
 JE1313
 JE1313.Superseded values are not recommended for survey control.
 JE1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1313.See file dsdata.txt to determine how the superseded data were derived.
 JE1313
 JE1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC721807(NAD 83)
 JE1313_MARKER: R = RIVET
 JE1313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1313_SP_SET: CONCRETE FOUNDATION
 JE1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1313
 JE1313  HISTORY     - Date     Condition        Report By
 JE1313  HISTORY     - UNK      MONUMENTED       MPRR
 JE1313  HISTORY     - 1935     GOOD             NGS
 JE1313
 JE1313                          STATION DESCRIPTION
 JE1313
 JE1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1313'0.3 MI E FROM VASSAR.
 JE1313'0.3 MILES E. OF VASSAR STATION ALONG MO. PAC. RR. AT MP 375/02,
 JE1313'6 INCHES N. OF S. W. CORNER OF CONC. FOUNDATION OF BLOCK SIGNAL
 JE1313'3751.  RIVET IS 30 YDS. E. OF E. SWITCH AT VASSAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1311 ***********************************************************************
 JE1311  DESIGNATION -  RIVET 998
 JE1311  PID         -  JE1311
 JE1311  STATE/COUNTY-  KS/OSAGE
 JE1311  USGS QUAD   -  LYNDON NW (1965)
 JE1311
 JE1311                         *CURRENT SURVEY CONTROL
 JE1311  ___________________________________________________________________
 JE1311* NAD 83(1986)-  38 38 45.     (N)    095 37 31.     (W)     SCALED    
 JE1311* NAVD 88     -       336.800  (meters)    1104.98   (feet)  ADJUSTED  
 JE1311  ___________________________________________________________________
 JE1311  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 JE1311  DYNAMIC HT  -         336.566 (meters)    1104.22  (feet)  COMP
 JE1311  MODELED GRAV-     979,924.1   (mgal)                       NAVD 88
 JE1311
 JE1311  VERT ORDER  -  SECOND    CLASS 0
 JE1311
 JE1311.The horizontal coordinates were scaled from a topographic map and have
 JE1311.an estimated accuracy of +/- 6 seconds.
 JE1311
 JE1311.The orthometric height was determined by differential leveling
 JE1311.and adjusted by the National Geodetic Survey in June 1991..
 JE1311
 JE1311.The geoid height was determined by GEOID03.
 JE1311
 JE1311.The dynamic height is computed by dividing the NAVD 88
 JE1311.geopotential number by the normal gravity value computed on the
 JE1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1311.degrees latitude (g = 980.6199 gals.).
 JE1311
 JE1311.The modeled gravity was interpolated from observed gravity values.
 JE1311
 JE1311;                    North         East    Units  Estimated Accuracy
 JE1311;SPC KS S     -   623,530.      650,230.      MT  (+/- 180 meters Scaled)
 JE1311
 JE1311                          SUPERSEDED SURVEY CONTROL
 JE1311
 JE1311  NGVD 29 (??/??/92)  336.656  (m)         1104.51   (f) ADJ UNCH    2 0
 JE1311
 JE1311.Superseded values are not recommended for survey control.
 JE1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1311.See file dsdata.txt to determine how the superseded data were derived.
 JE1311
 JE1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC715807(NAD 83)
 JE1311_MARKER: R = RIVET
 JE1311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1311_SP_SET: CONCRETE FOUNDATION
 JE1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1311
 JE1311  HISTORY     - Date     Condition        Report By
 JE1311  HISTORY     - UNK      MONUMENTED       MPRR
 JE1311  HISTORY     - 1935     GOOD             NGS
 JE1311  HISTORY     - 1959     MARK NOT FOUND   LOCSUR
 JE1311
 JE1311                          STATION DESCRIPTION
 JE1311
 JE1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1311'IN VASSAR.
 JE1311'ALONG MO. PAC. RR. AT MP 375/19 IN N. W. CORNER OF CONC. FOUNDATION
 JE1311'OF BLOCK SIGNAL 3754, 200 YDS. W. OF VASSAR STATION.
 JE1311
 JE1311                          STATION RECOVERY (1959)
 JE1311
 JE1311'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 JE1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1310 ***********************************************************************
 JE1310  DESIGNATION -  RIVET 999
 JE1310  PID         -  JE1310
 JE1310  STATE/COUNTY-  KS/OSAGE
 JE1310  USGS QUAD   -  LYNDON NW (1965)
 JE1310
 JE1310                         *CURRENT SURVEY CONTROL
 JE1310  ___________________________________________________________________
 JE1310* NAD 83(1986)-  38 38 36.     (N)    095 38 07.     (W)     SCALED    
 JE1310* NAVD 88     -       337.439  (meters)    1107.08   (feet)  ADJUSTED  
 JE1310  ___________________________________________________________________
 JE1310  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 JE1310  DYNAMIC HT  -         337.205 (meters)    1106.31  (feet)  COMP
 JE1310  MODELED GRAV-     979,923.7   (mgal)                       NAVD 88
 JE1310
 JE1310  VERT ORDER  -  SECOND    CLASS 0
 JE1310
 JE1310.The horizontal coordinates were scaled from a topographic map and have
 JE1310.an estimated accuracy of +/- 6 seconds.
 JE1310
 JE1310.The orthometric height was determined by differential leveling
 JE1310.and adjusted by the National Geodetic Survey in June 1991..
 JE1310
 JE1310.The geoid height was determined by GEOID03.
 JE1310
 JE1310.The dynamic height is computed by dividing the NAVD 88
 JE1310.geopotential number by the normal gravity value computed on the
 JE1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JE1310.degrees latitude (g = 980.6199 gals.).
 JE1310
 JE1310.The modeled gravity was interpolated from observed gravity values.
 JE1310
 JE1310;                    North         East    Units  Estimated Accuracy
 JE1310;SPC KS S     -   623,220.      649,370.      MT  (+/- 180 meters Scaled)
 JE1310
 JE1310                          SUPERSEDED SURVEY CONTROL
 JE1310
 JE1310  NGVD 29 (??/??/92)  337.295  (m)         1106.61   (f) ADJ UNCH    2 0
 JE1310
 JE1310.Superseded values are not recommended for survey control.
 JE1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1310.See file dsdata.txt to determine how the superseded data were derived.
 JE1310
 JE1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC706804(NAD 83)
 JE1310_MARKER: R = RIVET
 JE1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JE1310_SP_SET: CONCRETE FOUNDATION
 JE1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JE1310
 JE1310  HISTORY     - Date     Condition        Report By
 JE1310  HISTORY     - UNK      MONUMENTED       MPRR
 JE1310  HISTORY     - 1935     GOOD             NGS
 JE1310  HISTORY     - 1959     MARK NOT FOUND   LOCSUR
 JE1310
 JE1310                          STATION DESCRIPTION
 JE1310
 JE1310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JE1310'0.7 MI W FROM VASSAR.
 JE1310'0.7 MILE W. OF VASSAR STATION ALONG MO. PAC. RR. AT MP 376/01,
 JE1310'8 INCHES N. OF S.W. CORNER OF CONC. FOUNDATION OF RELAY CASE.
 JE1310
 JE1310                          STATION RECOVERY (1959)
 JE1310
 JE1310'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1959
 JE1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1483 ***********************************************************************
 JF1483  DESIGNATION -  ROBBINS
 JF1483  PID         -  JF1483
 JF1483  STATE/COUNTY-  KS/GEARY
 JF1483  USGS QUAD   -  WREFORD (1964)
 JF1483
 JF1483                         *CURRENT SURVEY CONTROL
 JF1483  ___________________________________________________________________
 JF1483* NAD 83(1997)-  38 58 52.08911(N)    096 47 55.59739(W)     ADJUSTED  
 JF1483* NAVD 88     -       405.58   (+/-2cm)    1330.6    (feet)  VERTCON   
 JF1483  ___________________________________________________________________
 JF1483  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JF1483  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 JF1483
 JF1483  HORZ ORDER  -  FIRST
 JF1483  VERT ORDER  -  THIRD ? (See Below)
 JF1483
 JF1483.The horizontal coordinates were established by classical geodetic methods
 JF1483.and adjusted by the National Geodetic Survey in October 1998..
 JF1483
 JF1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 JF1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JF1483.The vertical order pertains to the NGVD 29 superseded value.
 JF1483
 JF1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1483
 JF1483.The geoid height was determined by GEOID03.
 JF1483
 JF1483;                    North         East     Units Scale Factor Converg.
 JF1483;SPC KS N     -    72,603.302   504,078.851   MT  0.99996786   +0 45 36.1
 JF1483;UTM  14      - 4,316,987.857   690,668.246   MT  1.00004767   +1 23 06.5
 JF1483
 JF1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1483!SPC KS N     -   0.99994102  x   0.99996786  =   0.99990889
 JF1483!UTM  14      -   0.99994102  x   1.00004767  =   0.99998869
 JF1483
 JF1483:                Primary Azimuth Mark                     Grid Az
 JF1483:SPC KS N     -  FORT RILEY HQS BLDG SPIRE                008 24 28.5
 JF1483:UTM  14      -  FORT RILEY HQS BLDG SPIRE                007 46 58.1
 JF1483
 JF1483|---------------------------------------------------------------------|
 JF1483| PID    Reference Object                     Distance      Geod. Az  |
 JF1483|                                                           dddmmss.s |
 JF1483| KF1099 FORT RILEY HQS BLDG SPIRE           APPROX. 9.2 KM 0091004.6 |
 JF1483| CL6157 ROBBINS AZ MK                                      0502213.1 |
 JF1483| CL6159 ROBBINS RM 1                                       09110     |
 JF1483| CL6160 ROBBINS RM 2                          6.710 METERS 14514     |
 JF1483| JF1464 WHITE CITY MUNICIPAL TANK           APPROX.21.2 KM 1645439.3 |
 JF1483| CL6163 ROBBINS RM 5                         36.576 METERS 17812     |
 JF1483| CL6161 ROBBINS RM 3                          5.475 METERS 18001     |
 JF1483| CL6162 ROBBINS RM 4                          6.691 METERS 21506     |
 JF1483| JF1494 ABILENE EAST MUN TANK               APPROX.36.3 KM 2604847.3 |
 JF1483| KF1100 JUNCTION CITY COURTHOUSE CUPOLA     APPROX. 6.1 KM 3345554.8 |
 JF1483|---------------------------------------------------------------------|
 JF1483
 JF1483                          SUPERSEDED SURVEY CONTROL
 JF1483
 JF1483  NAD 83(1986)-  38 58 52.09548(N)    096 47 55.59628(W) AD(       ) 1
 JF1483  NAD 27      -  38 58 52.09602(N)    096 47 54.56708(W) AD(       ) 1
 JF1483  NGVD 29 (07/19/86)  405.46   (m)         1330.2    (f) LEVELING    3  
 JF1483
 JF1483.Superseded values are not recommended for survey control.
 JF1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1483.See file dsdata.txt to determine how the superseded data were derived.
 JF1483
 JF1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ9066816988(NAD 83)
 JF1483_MARKER: DS = TRIANGULATION STATION DISK
 JF1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1483
 JF1483  HISTORY     - Date     Condition        Report By
 JF1483  HISTORY     - 1889     MONUMENTED       CGS
 JF1483  HISTORY     - 1922     GOOD             CGS
 JF1483  HISTORY     - 1934     GOOD             KSGS
 JF1483  HISTORY     - 1934     GOOD             CGS
 JF1483  HISTORY     - 1935     GOOD             CGS
 JF1483  HISTORY     - 1947     GOOD             USGS
 JF1483  HISTORY     - 1957     GOOD             CGS
 JF1483  HISTORY     - 1958     GOOD             CGS
 JF1483  HISTORY     - 1968     GOOD             CGS
 JF1483  HISTORY     - 1970     GOOD             NGS
 JF1483
 JF1483                          STATION DESCRIPTION
 JF1483
 JF1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (FDG)
 JF1483'ABOUT 4-3/4 MILES SOUTHEAST OF JUNCTION CITY, IN SE 1/4 NE 1/4
 JF1483'SEC. 30, T. 12 S., R. 6 E., AT THE SOUTH END OF A FIELD OWNED
 JF1483'(1922) BY OLE STRAUSS, WHO LIVES 1/4 MILE NORTHWEST OF THE
 JF1483'STATION.  THE STATION IS NORTH OF A SMALL GROVE OF COTTONWOOD
 JF1483'TREES, 38.1 METERS (125 FEET) WEST OF THE MAIN ROAD, AND 4.6
 JF1483'METERS (15 FEET) NORTH OF THE FENCE.  WEST OF THE ROAD IS A PEACH
 JF1483'ORCHARD AND RANCH BUILDING, THE WHOLE SURROUNDED BY A WIRE FENCE.
 JF1483'THE UNDERGROUND MARK IS A STANDARD BRONZE TABLET, SET IN
 JF1483'CONCRETE 34 INCHES BELOW THE SURFACE.  THE STATION MARK IS A
 JF1483'STANDARD BRONZE TABLET SET IN A PYRAMIDAL BLOCK OF
 JF1483'CONCRETE.  REFERENCE MARK NO. 1, A BRONZE TABLET, IS 20 FEET
 JF1483'WEST FROM THE CENTER OF THE ROADWAY, ON THE NORTH AND SOUTH
 JF1483'FENCE LINE, 27.386 METERS (89.85 FEET) EAST (MAGNETIC) FROM
 JF1483'THE STATION.  REFERENCE MARKS 2, 3, AND 4 ARE STANDARD BRONZE
 JF1483'TABLETS SET IN STONE POSTS, IN AN EAST AND WEST LINE, 5.46
 JF1483'METERS (17.9 FEET) SOUTH OF THE STATION.  BEARINGS AND
 JF1483'DISTANCES TO THESE REFERENCE MARKS AND CERTAIN OTHER POINTS
 JF1483'ARE AS FOLLOWS- REFERENCE MARK NO. 2, 6.684
 JF1483'METERS (21.93 FEET), REFERENCE MARK NO. 3,
 JF1483'5.456 METERS (17.90 FEET), REFERENCE MARK NO.  4,
 JF1483'6.684 METERS (21.93 FEET), STONE, NORTHEAST CORNER OF
 JF1483'SECTION 30, N 03 DEG 19 MIN E, 555.74 METERS (1,823.3 FEET),
 JF1483'QUARTER-SECTION STONE, N 12 DEG 11 MIN E, 157.95 METERS (518.2 FEET),
 JF1483'NORTHEAST COTTONWOOD, S 72 DEG 22 MIN E, 23.35 METERS (76.6 FEET),
 JF1483'NORTHEAST CORNER RANCH BUILDING, S 35 DEG 11 MIN W, 61.14 METERS
 JF1483'(200.6 FEET).
 JF1483
 JF1483                          STATION RECOVERY (1934)
 JF1483
 JF1483'RECOVERY NOTE BY KANSAS GEODETIC SURVEY 1934
 JF1483'RECOVERED.
 JF1483
 JF1483                          STATION RECOVERY (1934)
 JF1483
 JF1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JF1483'ABOUT 4-3/4 MILES SOUTHEAST OF JUNCTION CITY, IN THE SE 1/4 NE 1/4
 JF1483'SEC. 30, T. 12 S., R. 6 E., AT THE NORTH END OF A SMALL GROVE
 JF1483'OF BLACK LOCUST AND CEDAR TREES, ON LAND OWNED BY O. STRAUSS,
 JF1483'WHO LIVES ABOUT 3/4 MILE NORTHWEST OF THE STATION.
 JF1483'
 JF1483'THE STATION MARK IS A STANDARD BRONZE TABLET SET IN A PYRAMIDAL
 JF1483'BLOCK OF CONCRETE.  THE UNDERGROUND MARK, A STANDARD BRONZE
 JF1483'TABLET, IS SET IN CONCRETE 34 INCHES BELOW THE SURFACE.
 JF1483'
 JF1483'REFERENCE MARK NO. 1, A BRONZE TABLET SET IN CONCRETE, IS 20 FEET
 JF1483'FROM THE CENTER OF THE NORTH-AND-SOUTH ROAD IN THE WEST FENCE
 JF1483'LINE, AND IS 27.386 METERS (89.85 FEET) EAST (MAGNETIC) FROM THE
 JF1483'STATION.
 JF1483'
 JF1483'A ROW OF STANDARD BRONZE REFERENCE MARKS, NOS. 2, 3 AND 4, ARE
 JF1483'SET IN STONE POSTS IN AN EAST-AND-WEST LINE 5.46 METERS (17.9 FEET)
 JF1483'SOUTH OF THE STATION.
 JF1483'
 JF1483'BEARINGS AND DISTANCES TO THESE REFERENCE MARKS AND OTHER POINTS
 JF1483'ARE AS FOLLOWS- REFERENCE NO. 2, 6.684 METERS (21.03 FEET),
 JF1483'REFERENCE NO. 3, 5.456 METERS (17.9 FEET), REFERENCE NO. 4
 JF1483'6.684 METERS (21.93 FEET), THE NORTHEAST CORNER OF SEC.
 JF1483'30, N 03 DEG 19 MIN E, 555.74 METERS (1823.3 FEET), THE NORTHWEST
 JF1483'CEDAR TREE IN THE GROUP OF CEDARS, S. 22-1/2 DEG W.
 JF1483'(MAGNETIC), 97 FEET, LONE CEDAR, S. 37 DEG 30 MIN E., 76.8
 JF1483'FEET.
 JF1483'
 JF1483'ALL FIVE MARKS MENTIONED ARE VISIBLE AND IN GOOD CONDITION.
 JF1483
 JF1483                          STATION RECOVERY (1935)
 JF1483
 JF1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CIA)
 JF1483'RECOVERED AS DESCRIBED IN 1922, AND ALL MARKS FOUND IN GOOD
 JF1483'CONDITION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS
 JF1483'SET IN CONCRETE AS DESCRIBED.
 JF1483'
 JF1483'REFERENCE MARK NO. 1 (1889), A STANDARD BRONZE DISK SET IN CONCRET
 JF1483'AS DESCRIBED, IS 27.394 METERS (89.87 FEET) EAST
 JF1483'OF THE STATION IN A NORTH-AND-SOUTH FENCE LINE.
 JF1483'
 JF1483'REFERENCE MARKS NOS. 2, 3 AND 4 (1889) ARE STANDARD BRONZE DISKS
 JF1483'SET IN STONE POSTS IN A STRAIGHT EAST-AND-WEST LINE ABOUT 18
 JF1483'FEET SOUTH OF THE STATION.
 JF1483'
 JF1483'REFERENCE MARK NO. 5 (1935), A STANDARD BRONZE DISK SET IN
 JF1483'CONCRETE, IS 120.0 FEET SOUTH OF THE
 JF1483'STATION.
 JF1483'
 JF1483'AN AZIMUTH MARK WAS ESTABLISHED 0.6 MILE NORTHEAST OF THE STATION
 JF1483'IN AN EAST-AND-WEST FENCE LINE.  TO REACH THE AZIMUTH
 JF1483'MARK FROM THE STATION, GO NORTH FOR 0.4 MILE TO A T-ROAD, AND
 JF1483'THEN CONTINUE RIGHT (EAST) FOR 0.4 MILE TO THE MARK ON THE LEFT
 JF1483'(NORTH) SIDE OF THE ROAD.
 JF1483'
 JF1483'TO REACH THE STATION FROM ARCHWAY AT NORTHEAST CORNER OF PARK IN
 JF1483'JUNCTION CITY, GO EAST ON STATE HIGHWAY 57 FOR 1.3 MILES TO THE
 JF1483'END OF PAVEMENT, CONTINUE EAST ON STATE HIGHWAY 57 FOR 0.2 MILE,
 JF1483'TURN RIGHT IN A SOUTHEASTERLY DIRECTION FOR 0.55 MILE, CONTINUE
 JF1483'SOUTH FOR 1.1 MILES, THEN LEFT (EAST) FOR 0.25 MILE, AND THEN
 JF1483'RIGHT (SOUTH) FOR 0.35 MILE TO THE NORTH EDGE OF A GROVE OF
 JF1483'TREES AND THE STATION.
 JF1483
 JF1483                          STATION RECOVERY (1947)
 JF1483
 JF1483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 JF1483'PRESENT DESCRIPTION IS CORRECT AND UP-TO-DATE.  MARK IS IN GOOD
 JF1483'CONDITION AND STAMPED ROBBINS 1889 1934.
 JF1483
 JF1483                          STATION RECOVERY (1957)
 JF1483
 JF1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 JF1483'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 2, 3, 4, AND 5
 JF1483'WERE RECOVERED IN GOOD CONDITION.  THE MONUMENT FOR REFERENCE
 JF1483'MARK 1 WAS FOUND BUT THE DISK HAD BEEN KNOCKED OUT AND WAS NOT
 JF1483'FOUND.  THE DISTANCE TO R.M. 5 WAS FOUND TO BE .08 FOOT LONGER
 JF1483'THAN THE 1935 MEASUREMENT AND THE DISTANCES TO R.MS. 2,3 AND 4
 JF1483'WERE .04, .06 AND .05 FOOT LONGER RESPECTIVELY THAN STATED.  THE
 JF1483'ANGLE BETWEEN THE AZIMUTH MARK AND R.M.5 DID NOT CHECK WITH THE
 JF1483'1935 OBSERVATIONS BY 10 DEGREES.  THE DIRECTIONS TO R.MS. 2,3
 JF1483'AND 4 CHECKED.  LOCAL REFERENCES TO THE STATION HAVE CHANGED
 JF1483'CONSIDERABLY.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 JF1483'
 JF1483'THE STATION IS ABOUT 13 MILES NORTH-NORTHWEST OF WHITE CITY, 4
 JF1483'3/4 MILES SOUTHEAST OF JUNCTION CITY IN A PASTURE OWNED BY
 JF1483'MRS. EDMUND STRAUSE.  IT IS 115 FEET WEST OF THE CENTERLINE OF A
 JF1483'GRAVEL ROAD, 98 FEET NORTHEAST OF THE WEST ONE OF TWO RED CEDAR
 JF1483'TREES AND 91 FEET WEST OF A WIRE FENCE.  THE MARK PROJECTS 2
 JF1483'INCHES AND THE DISK IS STAMPED ROBBINS 1889.
 JF1483'
 JF1483'TO REACH THE STATION FROM THE FIRST METHODIST CHURCH IN WHITE
 JF1483'CITY, GO WEST ON STATE HIGHWAY 4 FOR 0.15 MILE TO A Y-INTERSECTION
 JF1483'AT A RAILROAD CROSSING.  CROSS TRACKS AND GO WEST ON BRICK STREET
 JF1483'FOR 0.05 MILE TO A T-ROAD INTERSECTION.  TURN RIGHT AND GO NORTH
 JF1483'ON PAVED ROAD FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT AND GO
 JF1483'WEST ON PAVED ROAD FOR 1.95 MILES TO A CROSSROAD.  TURN RIGHT
 JF1483'AND GO NORTH ON PAVED ROAD FOR 3.95 MILES TO A Y-INTERSECTION.
 JF1483'TAKE LEFT FORK AND GO WEST AND NORTHWEST ON WINDING PAVED ROAD
 JF1483'FOR 1.3 MILES TO A SMALL WHITE FRAME CHURCH ON THE LEFT IN
 JF1483'THE VILLAGE OF SKIDDY.  CONTINUE NORTHWEST ON WINDING PAVED
 JF1483'ROAD FOR 0.75 MILE TO A Y-INTERSECTION.  TAKE RIGHT FORK AND GO
 JF1483'NORTH ON PAVED ROAD FOR 5.9 MILES TO A SIDE ROAD RIGHT.  THIS
 JF1483'IS 0.1 MILE SOUTH OF A SQUARE STONE HOUSE ON THE LEFT.
 JF1483'TURN RIGHT AND GO EAST AND NORTHEAST ON WINDING GRAVEL ROAD
 JF1483'FOR 1.25 MILES TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT
 JF1483'AHEAD AND GO NORTH ON WINDING GRAVEL ROAD FOR 1.55 MILES TO THE
 JF1483'STATION ON THE LEFT IN THE PASTURE.
 JF1483'
 JF1483'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVEL
 JF1483'ROAD FOR 0.35 MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON DIRT
 JF1483'ROAD FOR 0.2 MILE TO A LARGE DITCH AND END OF TRUCK TRAVEL.
 JF1483'WALK EAST THROUGH FIELD KEEPING TO THE SOUTH SIDE OF AN EAST-WEST
 JF1483'WIRE FENCE FOR 0.2 MILE TO THE MARK ON THE LEFT.
 JF1483'
 JF1483'REFERENCE MARK 2 IS 103 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 JF1483'ROAD, 90 FEET NORTHEAST OF THE WEST ONE OF THE TWO RED CEDAR
 JF1483'TREES AND 79 FEET WEST OF THE WIRE FENCE.
 JF1483'THE MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A
 JF1483'5 X 5 INCH CONCRETE POST THAT PROJECTS 2 INCHES AND THE DISK IS
 JF1483'STAMPED ROBBINS 1889.
 JF1483'
 JF1483'REFERENCE MARK 3 IS 115 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 JF1483'ROAD, 82 FEET NORTHEAST OF THE WEST ONE OF THE TWO RED CEDAR TREES
 JF1483'AND 92 FEET WEST OF THE WIRE FENCE.  THE MARK IS A STANDARD
 JF1483'REFERENCE MARK DISK SET IN THE TOP OF A 4 X 4 INCH MARBLE POST
 JF1483'THAT PROJECTS 2 INCHES AND THE DISK IS STAMPED ROBBINS 1889.
 JF1483'
 JF1483'REFERENCE MARK 4 IS 128 FEET WEST OF THE CENTERLINE OF THE
 JF1483'GRAVEL ROAD, 76 FEET NORTHEAST OF THE WEST ONE OF THE TWO RED
 JF1483'CEDAR TREES AND 104 FEET WEST OF THE WIRE FENCE.  THE MARK IS A
 JF1483'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 5 X 5 INCH
 JF1483'CONCRETE POST THAT IS FLUSH AND THE DISK IS STAMPED ROBBINS 1889.
 JF1483'
 JF1483'REFERENCE MARK 5 IS 112 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 JF1483'ROAD, 47 FEET EAST OF THE EAST ONE OF THE TWO RED CEDAR TREES
 JF1483'AND 88 FEET WEST OF THE WIRE FENCE.  THE MARK PROJECTS 8 INCHES
 JF1483'AND THE DISK IS STAMPED NO 5 ROBBINS 1935.
 JF1483'
 JF1483'THE AZIMUTH MARK IS 64 FEET WEST OF THE HIGHEST POINT OF A RIDGE
 JF1483'AND 1 FOOT SOUTH OF AN EAST-WEST WIRE FENCE.  THE MARK PROJECTS 8
 JF1483'INCHES AND THE DISK IS STAMPED ROBBINS 1935.
 JF1483'
 JF1483'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 JF1483
 JF1483                          STATION RECOVERY (1958)
 JF1483
 JF1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 JF1483'THE STATION MARK, REFERENCE MARKS 2, 3, 4, AND 5, AND THE AZIMUTH
 JF1483'MARK WERE RECOVERED AS DESCRIBED IN THE 1957 DESCRIPTION.  THE
 JF1483'DISTANCES TO THE REFERENCE MARKS AND THE DIRECTIONS TO THE
 JF1483'REFERENCE MARKS CHECKED WITHIN THE LIMITS.  THE ROUTE TO THE
 JF1483'STATION IS VERY ADEQUATE.
 JF1483
 JF1483                          STATION RECOVERY (1968)
 JF1483
 JF1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1483'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3,
 JF1483'REFERENCE MARK NO. 4, REFERENCE MARK NO. 5, AND THE AZIMUTH MARK
 JF1483'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 JF1483'THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 JF1483'
 JF1483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4-3/4
 JF1483'MILES SOUTHEAST OF JUNCTION CITY.
 JF1483
 JF1483                          STATION RECOVERY (1970)
 JF1483
 JF1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 JF1483'THE STATION MARK REFERENCE MARKS 2, 4, AND 5, AND THE AZIMUTH
 JF1483'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 JF1483'MARK 3 WAS FOUND LOOSE IN THE GROUND AND NO ATTEMPT WAS MADE TO
 JF1483'REINFORCE IT AT THIS TIME.  A DIFFERENCE WAS FOUND IN THE DISTANCE
 JF1483'TO REFERENCE MARKS 2, 4 AND 5. THESE DIFFERENCES WERE CHECKED IN
 JF1483'THE FIELD AND CONFIRMED.  A DIFFERENCE WAS FOUND IN THE
 JF1483'DIRECTION TO REFERENCE MARK 3, PROBABLY DUE TO ITS CONDITION.
 JF1483'
 JF1483'AS THE STATION WAS REACHED FROM JUNCTION CITY, A COMPLETE NEW
 JF1483'DESCRIPTION FOLLOWS-
 JF1483'
 JF1483'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHEAST OF JUNCTION
 JF1483'CITY AND ABOUT 13 MILES NORTH-NORTHEAST OF WHITE CITY IN THE NE 1/4
 JF1483'SEC. 30, T 12 S, R 6 E, IN PASTURE LAND OWNED BY A MR. EDWIN
 JF1483'STRAUSS WHO LIVES ABOUT 1/2 MILE NORTHWEST OF THE STATION.
 JF1483'
 JF1483'TO REACH THE STATION FROM THE GRANDVIEW PLAZA EXIT OFF OF INTERSTATE
 JF1483'70 JUST SOUTHEAST OF JUNCTION CITY, GO SOUTH ON AN UNMARKED BLACKTOP
 JF1483'ROAD FOR 1.0 MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE
 JF1483'SOUTH ON THE BLACKTOP ROAD FOR 1.9 MILES TO A SIDE ROAD LEFT.
 JF1483'TURN LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.35 MILE THENCE
 JF1483'LEFT, EAST, FOR 0.25 MILE TO WHERE THE ROAD TURNS RIGHT, SOUTH,
 JF1483'AGAIN.  (TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE EAST ON
 JF1483'A TRACK ROAD FOR 0.1 MILE TO A GATE ON THE LEFT LEADING INTO A
 JF1483'PASTURE.  TURN LEFT PASSING THROUGH THE GATE THENCE RIGHT
 JF1483'AND CONTINUE EAST FOR 0.15 MILE TO A DEEP RAVINE AND THE END
 JF1483'OF TRUCK TRAVEL.  FROM HERE PACK EAST ALONG THE NORTH SIDE
 JF1483'OF THE FENCE FOR ABOUT 0.15 MILE TO THE MARK ON THE RIGHT,
 JF1483'SOUTH, SIDE OF THE FENCE.) TURN RIGHT AND GO SOUTH FOR
 JF1483'0.35 MILE TO THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD,
 JF1483'ABOUT 115 FEET WEST OF THE CENTER OF THE ROAD.
 JF1483'
 JF1483'THE STATION MARK IS A STANDARD DISK STAMPED ROBBINS 1889 1934 SET
 JF1483'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 JF1483'ABOUT 2 INCHES.  IT IS 97.5 FEET NORTH OF THE EAST ONE OF TWO
 JF1483'TREES AND 93.0 FEET WEST OF A NORTH-SOUTH FENCE.
 JF1483'
 JF1483'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROBBINS 1889 SET IN
 JF1483'THE TOP OF A 6-INCH SQUARE ROCK POST WHICH PROJECTS ABOUT 2
 JF1483'INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 JF1483'86.7 FEET NORTH OF THE TREE AND 79.0 FEET WEST OF THE FENCE.
 JF1483'
 JF1483'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ROBBINS 1889 SET
 JF1483'IN THE TOP OF A 6-INCH SQUARE ROCK POST WHICH PROJECTS ABOUT
 JF1483'2 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION. IT IS
 JF1483'92.0 FEET WEST OF THE FENCE AND 80.8 FEET NORTH OF THE TREE.
 JF1483'
 JF1483'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ROBBINS 1889 SET IN
 JF1483'THE TOP OF A 6-INCH SQUARE ROCK POST WHICH IS FLUSH WITH THE
 JF1483'GROUND SURFACE AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 JF1483'IS 104.0 FEET WEST OF THE FENCE AND 76.3 FEET NORTH OF THE TREE.
 JF1483'
 JF1483'REFERENCE MARK 5 IS A STANDARD DISK STAMPED NO 5 ROBBINS 1935
 JF1483'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 JF1483'PROJECTS ABOUT 8 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 JF1483'STATION.  IT IS 89.0 FEET WEST OF THE FENCE AND 47.0 FEET
 JF1483'SOUTHEAST OF THE TREE.
 JF1483'
 JF1483'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROBBINS 1935 SET
 JF1483'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 JF1483'10 INCHES.  IT IS 0.6 FEET SOUTH OF AN EAST-WEST FENCE AND ABOUT
 JF1483'0.1 MILE EAST OF A LARGE RAVINE.
 JF1483'
 JF1483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-3/4 MILES
 JF1483'SOUTHEAST OF JUNCTION CITY.
 JF1483'
 JF1483'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0959 ***********************************************************************
 HG0959  DESIGNATION -  ROBBINS
 HG0959  PID         -  HG0959
 HG0959  STATE/COUNTY-  KS/COMANCHE
 HG0959  USGS QUAD   -  EAST KIOWA CREEK SOUTH (1979)
 HG0959
 HG0959                         *CURRENT SURVEY CONTROL
 HG0959  ___________________________________________________________________
 HG0959* NAD 83(1997)-  37 17 23.76098(N)    099 26 11.09293(W)     ADJUSTED  
 HG0959* NAVD 88     -       648.     (meters)    2126.     (feet)  SCALED    
 HG0959  ___________________________________________________________________
 HG0959  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 HG0959  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 HG0959
 HG0959  HORZ ORDER  -  SECOND
 HG0959
 HG0959.The horizontal coordinates were established by classical geodetic methods
 HG0959.and adjusted by the National Geodetic Survey in October 1998..
 HG0959
 HG0959.The orthometric height was scaled from a topographic map.
 HG0959
 HG0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0959
 HG0959.The geoid height was determined by GEOID03.
 HG0959
 HG0959;                    North         East     Units Scale Factor Converg.
 HG0959;SPC KS S     -   469,590.539   316,967.477   MT  0.99999551   -0 34 31.6
 HG0959;UTM  14      - 4,127,125.691   461,317.369   MT  0.99961843   -0 15 51.9
 HG0959
 HG0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0959!SPC KS S     -   0.99990257  x   0.99999551  =   0.99989808
 HG0959!UTM  14      -   0.99990257  x   0.99961843  =   0.99952104
 HG0959
 HG0959:                Primary Azimuth Mark                     Grid Az
 HG0959:SPC KS S     -  ROBBINS AZ MK                            093 05 26.7
 HG0959:UTM  14      -  ROBBINS AZ MK                            092 46 47.0
 HG0959
 HG0959|---------------------------------------------------------------------|
 HG0959| PID    Reference Object                     Distance      Geod. Az  |
 HG0959|                                                           dddmmss.s |
 HG0959| CL3886 ROBBINS AZ MK                                      0923055.1 |
 HG0959| HG0957 COLDWATER COMMUNITY TV MAST         APPROX. 8.7 KM 1025515.9 |
 HG0959| HG0956 COLDWATER PROTECTION COOP ELEV      APPROX. 9.7 KM 1062555.1 |
 HG0959| CL3887 ROBBINS RM 1                         35.223 METERS 18438     |
 HG0959| HG0945 PROTECTION MUN WATER TANK           APPROX.10.2 KM 2040808.8 |
 HG0959| HG0946 PROTECTION CO OP SUPPLY ELEV        APPROX.10.5 KM 2045558.0 |
 HG0959| CL3888 ROBBINS RM 2                         20.123 METERS 35105     |
 HG0959|---------------------------------------------------------------------|
 HG0959
 HG0959                          SUPERSEDED SURVEY CONTROL
 HG0959
 HG0959  NAD 83(1997)-  37 17 23.76765(N)    099 26 11.09321(W) AD(       ) 2
 HG0959  NAD 83(1986)-  37 17 23.76219(N)    099 26 11.08820(W) AD(       ) 2
 HG0959  NAD 27      -  37 17 23.67526(N)    099 26 09.66442(W) AD(       ) 2
 HG0959
 HG0959.Superseded values are not recommended for survey control.
 HG0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0959.See file dsdata.txt to determine how the superseded data were derived.
 HG0959
 HG0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG6131727126(NAD 83)
 HG0959_MARKER: DS = TRIANGULATION STATION DISK
 HG0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0959
 HG0959  HISTORY     - Date     Condition        Report By
 HG0959  HISTORY     - 1964     MONUMENTED       CGS
 HG0959
 HG0959                          STATION DESCRIPTION
 HG0959
 HG0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0959'THE STATION IS 5-1/2 MILES WEST AND 1-1/2 MILES NORTH OF COLDWATER,
 HG0959'IN SECTION 6, T 32 S, R 19 W, AND ON THE HIGHEST POINT OF A PASTURE
 HG0959'OWNED BY MR. ROBBINS WHO LIVES 1 MILE EAST OF THE STATION.
 HG0959'
 HG0959'TO REACH THE STATION FROM INTERSECTION OF THE MAIN STREET AND U.S.
 HG0959'HIGHWAYS 183 AND 160 IN COLDWATER, GO NORTH ON HIGHWAYS 183 AND 160
 HG0959'FOR 0.2 MILE TO W. MAPLE STREET.  TURN LEFT AND GO WEST ON W. MAPLE
 HG0959'STREET AND A GRAVEL ROAD FOR 2.05 MILES TO A T-INTERSECTION.  TURN
 HG0959'RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.5 MILE TO A SIDE ROAD ON
 HG0959'THE LEFT.  TURN LEFT AND GO WEST ON A DIRT ROAD FOR 3.0 MILES TO
 HG0959'A POINT WHERE THE MAIN ROAD TURNS RIGHT.  TURN RIGHT AND GO NORTH
 HG0959'ON THE DIRT ROAD FOR 0.6 MILE TO A FENCE CORNER AND WIRE GATE ON THE
 HG0959'LEFT, APPROXIMATELY 100 YARDS SOUTH OF MR. ROBBINS HOME.  (THE
 HG0959'AZIMUTH MARK IS 40 FEET SOUTH OF THIS FENCE CORNER.) PASS
 HG0959'THROUGH THE GATE AND GO SOUTHWESTERLY ACROSS A PASTURE ON A TRACK
 HG0959'ROAD FOR 0.4 MILE TO A WIRE GATE ACROSS A LANE.  PASS THROUGH THE
 HG0959'GATE AND GO WEST ON THE TRACK ROAD FOR 0.5 MILE TO A WINDMILL.
 HG0959'BEAR RIGHT AND GO NORTHWEST ON THE TRACK ROAD FOR 0.25 MILE.
 HG0959'FROM HERE BEAR LEFT, LEAVING TRACK ROAD, AND GO WEST FOR 0.05
 HG0959'MILE TO THE TOP OF A HILL AND THE STATION.
 HG0959'
 HG0959'STATION MARKS ARE STANDARD DISKS STAMPED ROBBINS 1964.  THE SURFACE
 HG0959'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 HG0959'IS 10.5 FEET EAST OF A METAL WITNESS POST WHICH IS SET IN A FENCE
 HG0959'LINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HG0959'39 INCHES BELOW THE SURFACE OF THE GROUND.
 HG0959'
 HG0959'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROBBINS NO 1 1964, IS
 HG0959'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 118
 HG0959'FEET SOUTH OF THE METAL WITNESS POST AND IS APPROXIMATELY 6 FEET
 HG0959'LOWER IN ELEVATION THAN THE STATION, 0.5 FOOT EAST OF FENCE.
 HG0959'
 HG0959'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROBBINS NO 2 1964, IS
 HG0959'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 63
 HG0959'FEET NORTH OF THE METAL WITNESS POST, 0.5 FOOT EAST OF THE FENCE,
 HG0959'AND APPROXIMATELY 4 FEET LOWER IN ELEVATION THAN THE STATION.
 HG0959'
 HG0959'AZIMUTH MARK, A STANDARD DISK STAMPED ROBBINS 1964, IS SET IN A
 HG0959'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 25 FEET WEST OF
 HG0959'THE CENTER OF THE DIRT ROAD, 2 FEET NORTH OF A TELEPHONE POLE, 1.5
 HG0959'FEET SOUTHWEST OF A METAL WITNESS POST, AND 0.5 FOOT WEST OF THE
 HG0959'FENCE.
 HG0959'
 HG0959'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HG0959'
 HG0959'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0792 ***********************************************************************
 HH0792  DESIGNATION -  ROBERT
 HH0792  PID         -  HH0792
 HH0792  STATE/COUNTY-  KS/MORTON
 HH0792  USGS QUAD   -  ROLLA NW (1973)
 HH0792
 HH0792                         *CURRENT SURVEY CONTROL
 HH0792  ___________________________________________________________________
 HH0792* NAD 83(1997)-  37 12 20.91623(N)    101 37 40.32573(W)     ADJUSTED  
 HH0792* NAVD 88     -      1005.6    (meters)    3299.     (feet)  VERTCON   
 HH0792  ___________________________________________________________________
 HH0792  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 HH0792  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 HH0792
 HH0792  HORZ ORDER  -  SECOND
 HH0792
 HH0792.The horizontal coordinates were established by classical geodetic methods
 HH0792.and adjusted by the National Geodetic Survey in October 1998..
 HH0792
 HH0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0792
 HH0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0792
 HH0792.The geoid height was determined by GEOID03.
 HH0792
 HH0792;                    North         East     Units Scale Factor Converg.
 HH0792;SPC KS S     -   464,494.482   122,384.019   MT  1.00001252   -1 55 19.8
 HH0792;UTM  14      - 4,120,939.093   266,792.147   MT  1.00027000   -1 35 23.0
 HH0792
 HH0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0792!SPC KS S     -   0.99984621  x   1.00001252  =   0.99985872
 HH0792!UTM  14      -   0.99984621  x   1.00027000  =   1.00011616
 HH0792
 HH0792|---------------------------------------------------------------------|
 HH0792| PID    Reference Object                     Distance      Geod. Az  |
 HH0792|                                                           dddmmss.s |
 HH0792| CM9910 ROBERT RM 1                          17.439 METERS 01040     |
 HH0792| CM9911 ROBERT RM 2                          15.293 METERS 18022     |
 HH0792| HH0788 ROLLA MUN TANK                      APPROX. 9.6 KM 1821535.6 |
 HH0792|---------------------------------------------------------------------|
 HH0792
 HH0792                          SUPERSEDED SURVEY CONTROL
 HH0792
 HH0792  NAD 83(1997)-  37 12 20.91726(N)    101 37 40.32508(W) AD(       ) 2
 HH0792  NAD 83(1986)-  37 12 20.92424(N)    101 37 40.31528(W) AD(       ) 2
 HH0792  NAD 27      -  37 12 20.83597(N)    101 37 38.73356(W) AD(       ) 2
 HH0792  NGVD 29 (07/19/86) 1005.2    (m)         3298.     (f) VERT ANG       
 HH0792
 HH0792.Superseded values are not recommended for survey control.
 HH0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0792.See file dsdata.txt to determine how the superseded data were derived.
 HH0792
 HH0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG6679220939(NAD 83)
 HH0792_MARKER: DD = SURVEY DISK
 HH0792_SETTING: 0 = UNSPECIFIED SETTING
 HH0792
 HH0792  HISTORY     - Date     Condition        Report By
 HH0792  HISTORY     - 1972     MONUMENTED       USGS
 HH0792
 HH0792                          STATION DESCRIPTION
 HH0792
 HH0792'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0792'STATION IS ABOUT 5.8 MI. N. OF INTERSECTION OF U.S. HIGHWAY 56 AND
 HH0792'STATE HIGHWAY 51 AT NE. CORNER OF ROLLA, NEAR QUARTER CORNER BETWEEN
 HH0792'SECS. 1 AND 2, T. 33 S., R. 40 W., ABOUT 200 FT. SW. OF HIGHEST
 HH0792'HILL IN VICINITY.
 HH0792'
 HH0792'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 56 AND STATE HIGHWAY 51 AT
 HH0792'NE. CORNER OF ROLLA, GO N. ON STATE HIGHWAY 51 ABOUT 5.8 MI. TO
 HH0792'POINT ABOUT 200 FT. SW. OF HIGHEST HILL IN VICINITY AND THE STATION
 HH0792'IS ON THE RIGHT.
 HH0792'
 HH0792'STATION MARK STAMPED ET ROBERT 1972 IS 69 FT. E. OF CENTER LINE RD.,
 HH0792'3 FT. W. OF E. RIGHT-OF-WAY FENCE, 3 FT. W. OF USGS WITNESS POST
 HH0792'7 FT. S. AND 3 FT. W. OF FENCE CORNER AND DEADMAN WHERE FENCE BENDS
 HH0792'FROM N.-S. TO NNE.-SSW.
 HH0792'
 HH0792'REFERENCE MARK NO. 1 STAMPED ROBERT NO 1 1972 IS NNE. OF STATION,
 HH0792'80 FT. E. OF CENTER LINE RD., 2 FT. W. OF FENCE, 14 FT. SE. OF
 HH0792'CONCRETE RIGHT-OF-WAY MARKER.
 HH0792'
 HH0792'REFERENCE MARK NO. 2 STAMPED ROBERT NO 2 1972 IS S. OF STATION, 69
 HH0792'FT. E. OF CENTER LINE RD., 4 FT. W. OF E. RIGHT-OF-WAY FENCE.
 HH0792'
 HH0792'ALL MARKS ARE STANDARD TABLETS CRIMPED ON 1/2-IN. COPPER COATED RODS
 HH0792'CENTERED IN 6-IN. DIAMETER TILE 12 IN. LONG AND FILLED WITH GRAVEL
 HH0792'TO WITHIN 1 IN. OF CAP.  ALL MARKS ARE FLUSH WITH THE GROUND.
 HH0792'
 HH0792'HEIGHT OF INSTURMENT 4.79 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1761 ***********************************************************************
 JE1761  DESIGNATION -  ROBERTS WINDMILL
 JE1761  PID         -  JE1761
 JE1761  STATE/COUNTY-  KS/SHAWNEE
 JE1761  USGS QUAD   -  RICHLAND (1982)
 JE1761
 JE1761                         *CURRENT SURVEY CONTROL
 JE1761  ___________________________________________________________________
 JE1761* NAD 83(1997)-  38 59 58.35939(N)    095 31 03.33365(W)     ADJUSTED  
 JE1761* NAVD 88     -                                                        
 JE1761  ___________________________________________________________________
 JE1761  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 JE1761  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 JE1761
 JE1761  HORZ ORDER  -  THIRD
 JE1761
 JE1761.The horizontal coordinates were established by classical geodetic methods
 JE1761.and adjusted by the National Geodetic Survey in October 1998..
 JE1761
 JE1761
 JE1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1761
 JE1761.The geoid height was determined by GEOID03.
 JE1761
 JE1761;                    North         East     Units Scale Factor Converg.
 JE1761;SPC KS N     -    76,903.755   615,009.243   MT  0.99996641   +1 34 14.4
 JE1761;SPC KS S     -   663,067.675   658,342.363   MT  1.00011436   +1 49 58.0
 JE1761;UTM  15      - 4,319,741.446   281,981.094   MT  1.00018532   -1 35 05.9
 JE1761
 JE1761                          SUPERSEDED SURVEY CONTROL
 JE1761
 JE1761  NAD 83(1986)-  38 59 58.36691(N)    095 31 03.33362(W) AD(       ) 4
 JE1761  NAD 27      -  38 59 58.36400(N)    095 31 02.41000(W) AD(       ) 3
 JE1761
 JE1761.Superseded values are not recommended for survey control.
 JE1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1761.See file dsdata.txt to determine how the superseded data were derived.
 JE1761
 JE1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD8198119741(NAD 83)
 JE1761_MARKER: 66 = WINDMILL
 JE1761
 JE1761  HISTORY     - Date     Condition        Report By
 JE1761  HISTORY     - 1887     FIRST OBSERVED   CGS
 JE1761  HISTORY     - 1943     GOOD             CGS
 JE1761
 JE1761                          STATION DESCRIPTION
 JE1761
 JE1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (SCM)
 JE1761'IT IS IN THE ORIGINAL POSITION.  IT IS ON THE SOUTH SIDE OF THE
 JE1761'ONLY HOUSE IN THE NW 1/4 OF SECTION 22, TOWNSHIP 12 SOUTH
 JE1761'RANGE 17 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0938 ***********************************************************************
 HH0938  DESIGNATION -  ROBERTSON
 HH0938  PID         -  HH0938
 HH0938  STATE/COUNTY-  KS/GRAY
 HH0938  USGS QUAD   -  PLAINS NE (1967)
 HH0938
 HH0938                         *CURRENT SURVEY CONTROL
 HH0938  ___________________________________________________________________
 HH0938* NAD 83(1997)-  37 29 19.21994(N)    100 31 29.13658(W)     ADJUSTED  
 HH0938* NAVD 88     -       849.8    (meters)    2788.     (feet)  VERTCON   
 HH0938  ___________________________________________________________________
 HH0938  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 HH0938  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 HH0938
 HH0938  HORZ ORDER  -  FIRST
 HH0938  VERT ORDER  -  THIRD ? (See Below)
 HH0938
 HH0938.The horizontal coordinates were established by classical geodetic methods
 HH0938.and adjusted by the National Geodetic Survey in October 1998..
 HH0938
 HH0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0938.The vertical order pertains to the NGVD 29 superseded value.
 HH0938
 HH0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0938
 HH0938.The geoid height was determined by GEOID03.
 HH0938
 HH0938;                    North         East     Units Scale Factor Converg.
 HH0938;SPC KS S     -   493,174.312   220,953.202   MT  0.99996377   -1 14 39.4
 HH0938;UTM  14      - 4,150,176.366   365,201.814   MT  0.99982382   -0 55 41.2
 HH0938
 HH0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0938!SPC KS S     -   0.99987078  x   0.99996377  =   0.99983456
 HH0938!UTM  14      -   0.99987078  x   0.99982382  =   0.99969463
 HH0938
 HH0938:                Primary Azimuth Mark                     Grid Az
 HH0938:SPC KS S     -  ROBERTSON AZ MK                          086 30 16.9
 HH0938:UTM  14      -  ROBERTSON AZ MK                          086 11 18.7
 HH0938
 HH0938|---------------------------------------------------------------------|
 HH0938| PID    Reference Object                     Distance      Geod. Az  |
 HH0938|                                                           dddmmss.s |
 HH0938| CL3889 ROBERTSON AZ MK                                    0851537.5 |
 HH0938| CL3890 ROBERTSON RM 1                       32.870 METERS 24203     |
 HH0938| CL3891 ROBERTSON RM 2                       33.220 METERS 29805     |
 HH0938|---------------------------------------------------------------------|
 HH0938
 HH0938                          SUPERSEDED SURVEY CONTROL
 HH0938
 HH0938  NAD 83(1997)-  37 29 19.22741(N)    100 31 29.13448(W) AD(       ) 1
 HH0938  NAD 83(1986)-  37 29 19.22347(N)    100 31 29.13933(W) AD(       ) 1
 HH0938  NAD 27      -  37 29 19.13555(N)    100 31 27.59001(W) AD(       ) 1
 HH0938  NGVD 29 (07/19/86)  849.5    (m)         2787.     (f) LEVELING    3  
 HH0938
 HH0938.Superseded values are not recommended for survey control.
 HH0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0938.See file dsdata.txt to determine how the superseded data were derived.
 HH0938
 HH0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLG6520250176(NAD 83)
 HH0938_MARKER: DS = TRIANGULATION STATION DISK
 HH0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0938
 HH0938  HISTORY     - Date     Condition        Report By
 HH0938  HISTORY     - 1961     MONUMENTED       CGS
 HH0938
 HH0938                          STATION DESCRIPTION
 HH0938
 HH0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0938'THE STATION IS ABOUT 9-1/4 MILES SOUTHWEST OF MONTEZUMA, 7 MILES
 HH0938'SOUTHEAST OF COPELAND, IN THE NORTHWEST CORNER OF THE NORTHWEST
 HH0938'QUARTER OF SECTION 32, T 29S, R 29 W, AND ON PROPERTY OF THE
 HH0938'ROBERTSON EATATE.
 HH0938'
 HH0938'TO REACH THE STATION FROM THE MONTEZUMA RAILROAD DEPOT, GO WESTERLY
 HH0938'ON U.S. HIGHWAY 56 FOR 3.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 HH0938'SOUTH, ON A DIRT ROAD FOR 6.45 MILES TO A CROSSROAD.  TURN RIGHT,
 HH0938'WEST, ON A DIRT ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HH0938'CONTINUE WEST ON THE DIRT ROAD FOR 0.45 MILE TO A CROSSROAD.
 HH0938'TURN LEFT, SOUTH, ON A DIRT ROAD FOR 0.05 MILE AND THE STATION ON
 HH0938'THE LEFT, EAST SIDE OF THE ROAD.
 HH0938'
 HH0938'STATION MARKS ARE STANDARD DISK STAMPED ROBERTSON 1961.  THE
 HH0938'SURFACE DISK IS SET IN A SQUARE CONCRETE POST 14 INCHES BELOW THE
 HH0938'SURFACE OF THE GROUND.  IT IS 63 FEET EAST OF THE CENTER OF THE
 HH0938'DIRT ROAD, 53 FEET NORTHWEST OF THE NORTHWEST CORNER OF A METAL
 HH0938'BUILDING AND 42 FEET SOUTH OF THE SOUTHWEST CORNER OF A METAL
 HH0938'BOUILDING.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 HH0938'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0938'
 HH0938'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROBERTSON NO 1 1961,
 HH0938'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HH0938'GROUND.  IT IS 112 FEET WEST OF THE NORTHWEST CORNER OF THE METAL
 HH0938'BUILDING, 34.5 FEET WEST OF THE CENTER OF THE DIRT ROAD AND 18
 HH0938'FEET NORTH OF THE CENTER OF A DRIVERWAY TO A HOUSE.
 HH0938'
 HH0938'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROBERTSON NO 2 1961, IS
 HH0938'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HH0938'IT IS 122 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 97.5 FEET WEST
 HH0938'OF THE SOUTHWEST CORNER OF THE METAL BUILDING AND 36 FEET WEST OF
 HH0938'THE CENTER OF THE DIRT ROAD.
 HH0938'
 HH0938'AZIMUTH MARK, A STANDARD DISK STAMPED ROBERTSON 1961, IS SET IN A
 HH0938'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 31 FEET SOUTH
 HH0938'OF THE CENTER OF THE DIRT ROAD, 2.5 FEET WEST OF A METAL WITNESS
 HH0938'POST AND 2 FEET SOUTH OF A POWER POLE.
 HH0938'
 HH0938'NOTE--REFERENCE MARKS MEASURED WITH 7 KG. TAPE TENSION.
 HH0938'
 HH0938'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1132 ***********************************************************************
 HF1132  DESIGNATION -  ROCK
 HF1132  PID         -  HF1132
 HF1132  STATE/COUNTY-  KS/COWLEY
 HF1132  USGS QUAD   -  DEXTER SW (1962)
 HF1132
 HF1132                         *CURRENT SURVEY CONTROL
 HF1132  ___________________________________________________________________
 HF1132* NAD 83(1997)-  37 04 29.02073(N)    096 38 17.77530(W)     ADJUSTED  
 HF1132* NAVD 88     -       419.     (meters)    1375.     (feet)  SCALED    
 HF1132  ___________________________________________________________________
 HF1132  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 HF1132  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 HF1132
 HF1132  HORZ ORDER  -  FIRST
 HF1132
 HF1132.The horizontal coordinates were established by classical geodetic methods
 HF1132.and adjusted by the National Geodetic Survey in October 1998..
 HF1132
 HF1132.The orthometric height was scaled from a topographic map.
 HF1132
 HF1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1132
 HF1132.The geoid height was determined by GEOID03.
 HF1132
 HF1132;                    North         East     Units Scale Factor Converg.
 HF1132;SPC KS S     -   446,942.285   565,549.466   MT  1.00004327   +1 08 38.7
 HF1132;UTM  14      - 4,105,771.659   709,947.932   MT  1.00014302   +1 25 27.5
 HF1132
 HF1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1132!SPC KS S     -   0.99993882  x   1.00004327  =   0.99998209
 HF1132!UTM  14      -   0.99993882  x   1.00014302  =   1.00008183
 HF1132
 HF1132|---------------------------------------------------------------------|
 HF1132| PID    Reference Object                     Distance      Geod. Az  |
 HF1132|                                                           dddmmss.s |
 HF1132| CL6174 ROCK RM 1                            30.245 METERS 03745     |
 HF1132| GH1000 K S ADAMS RANCH WATER TANK          APPROX.15.9 KM 1512035.5 |
 HF1132| CL6173 ROCK AZ MK                                         2313458.7 |
 HF1132| CL6175 ROCK RM 2                            29.209 METERS 32414     |
 HF1132|---------------------------------------------------------------------|
 HF1132
 HF1132                          SUPERSEDED SURVEY CONTROL
 HF1132
 HF1132  NAD 83(1997)-  37 04 29.01927(N)    096 38 17.77229(W) AD(       ) 1
 HF1132  NAD 83(1986)-  37 04 29.03489(N)    096 38 17.76520(W) AD(       ) 1
 HF1132  NAD 27      -  37 04 28.90643(N)    096 38 16.67432(W) AD(       ) 1
 HF1132
 HF1132.Superseded values are not recommended for survey control.
 HF1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1132.See file dsdata.txt to determine how the superseded data were derived.
 HF1132
 HF1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQG0994805772(NAD 83)
 HF1132_MARKER: DS = TRIANGULATION STATION DISK
 HF1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1132
 HF1132  HISTORY     - Date     Condition        Report By
 HF1132  HISTORY     - 1962     MONUMENTED       CGS
 HF1132
 HF1132                          STATION DESCRIPTION
 HF1132
 HF1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JCC)
 HF1132'STATION IS ON LAND OWNED BY MRS. MARGRET FOLLETT.  IT IS ON A
 HF1132'LOW HILL, ABOUT 9-1/2 MILES NORTH OF GRAINOLA, OKLAHOMA, 8 MILES
 HF1132'WEST-SOUTHWEST OF CEDARVALE, KANSAS, 7-1/2 MILES EAST-NORTHEAST
 HF1132'OF MAPLE CITY, KANSAS, 5-1/4 MILES NORTH OF THE KANSAS-OKLAHOMA
 HF1132'STATE LINE AND 2-1/2 MILES SOUTH OF U.S. HIGHWAY 166.
 HF1132'
 HF1132'TO REACH FROM THE POST OFFICE IN GRAINOLA, KANSAS, GO EAST
 HF1132'ON THE MAIN STREET FOR 0.05 MILE TO THE JUNCTION OF OKLAHOMA
 HF1132'STATE HIGHWAY 18.  TURN LEFT, NORTH, ON STATE HIGHWAY 18 FOR
 HF1132'4.1 MILES TO THE OKLAHOMA-KANSAS STATE LINE.  CONTINUE AHEAD,
 HF1132'NORTH, ON KANSAS STATE HIGHWAY 15 FOR 4.95 MILES TO A CROSS ROAD
 HF1132'AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 HF1132'CONTINUE AHEAD, NORTH, ON STATE HIGHWAY 15 FOR 0.2 MILE TO A
 HF1132'SIDE ROAD LEFT AND TWO GATES ON THE LEFT.  TURN LEFT, EAST AND
 HF1132'PASS THROUGH THE SOUTH ONE OF THE GATES AND FOLLOW ALONG THE
 HF1132'SOUTH SIDE OF FENCE FOR 0.3 MILE TO THE TOP OF HILL AND
 HF1132'STATION.
 HF1132'
 HF1132'STATION MARK IS A STANDARD DISK, STAMPED ROCK
 HF1132'1962, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 HF1132'WITH THE GROUND.  IT IS 80 FEET SOUTH OF THE FENCE AND ON
 HF1132'THE HIGHEST PART OF THE HILL.
 HF1132'
 HF1132'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROCK NO 1 1962,
 HF1132'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HF1132'4 INCHES.  IT IS 1 FOOT SOUTH OF THE FENCE AND ABOUT THE SAME
 HF1132'ELEVATION AS THE STATION.
 HF1132'
 HF1132'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROCK NO 2 1962,
 HF1132'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HF1132'4 INCHES.  IT IS 1 FOOT SOUTH OF THE FENCE AND ABOUT THE SAME
 HF1132'ELEVATION AS THE STATION.
 HF1132'
 HF1132'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROCK 1962, SET IN
 HF1132'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
 HF1132'IT IS 67 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD, 57 FEET
 HF1132'EAST OF THE CENTERLINE OF STATE HIGHWAY 15, 4.5 FEET NORTH
 HF1132'OF A FENCE CORNER POST, 2.4 FEET NORTHEAST OF A WITNESS POST
 HF1132'AND 1 FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1178 ***********************************************************************
 HF1178  DESIGNATION -  ROCK
 HF1178  PID         -  HF1178
 HF1178  STATE/COUNTY-  KS/BUTLER
 HF1178  USGS QUAD   -  GORDON (1979)
 HF1178
 HF1178                         *CURRENT SURVEY CONTROL
 HF1178  ___________________________________________________________________
 HF1178* NAD 83(1997)-  37 30 00.70140(N)    096 52 49.99232(W)     ADJUSTED  
 HF1178* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 HF1178  ___________________________________________________________________
 HF1178  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 HF1178  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 HF1178
 HF1178  HORZ ORDER  -  SECOND
 HF1178
 HF1178.The horizontal coordinates were established by classical geodetic methods
 HF1178.and adjusted by the National Geodetic Survey in October 1998..
 HF1178
 HF1178.The orthometric height was scaled from a topographic map.
 HF1178
 HF1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1178
 HF1178.The geoid height was determined by GEOID03.
 HF1178
 HF1178;                    North         East     Units Scale Factor Converg.
 HF1178;SPC KS S     -   493,752.474   543,187.312   MT  0.99996230   +0 59 42.7
 HF1178;UTM  14      - 4,152,472.957   687,348.718   MT  1.00003236   +1 17 26.2
 HF1178
 HF1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1178!SPC KS S     -   0.99994006  x   0.99996230  =   0.99990237
 HF1178!UTM  14      -   0.99994006  x   1.00003236  =   0.99997242
 HF1178
 HF1178:                Primary Azimuth Mark                     Grid Az
 HF1178:SPC KS S     -  ATLANTA MICROWAVE TOWER KAY 72           114 52 23.5
 HF1178:UTM  14      -  ATLANTA MICROWAVE TOWER KAY 72           114 34 40.0
 HF1178
 HF1178|---------------------------------------------------------------------|
 HF1178| PID    Reference Object                     Distance      Geod. Az  |
 HF1178|                                                           dddmmss.s |
 HF1178| HF1126 ATLANTA MICROWAVE TOWER KAY 72      APPROX.13.5 KM 1155206.2 |
 HF1178| HF1150 ATLANTA COOP GRAIN ELEVATOR         APPROX.12.5 KM 1244141.9 |
 HF1178| HF1149 ATLANTA WATER TANK                  APPROX.12.3 KM 1273317.0 |
 HF1178| CL6170 ROCK AZ MK                                         1811812.4 |
 HF1178| CL6171 ROCK RM 1                             9.847 METERS 22420     |
 HF1178| HF1206 DOUGLASS TANK                       APPROX.12.2 KM 2815255.2 |
 HF1178| CL6172 ROCK RM 2                            15.694 METERS 33341     |
 HF1178|---------------------------------------------------------------------|
 HF1178
 HF1178                          SUPERSEDED SURVEY CONTROL
 HF1178
 HF1178  NAD 83(1997)-  37 30 00.70331(N)    096 52 49.98215(W) AD(       ) 2
 HF1178  NAD 83(1986)-  37 30 00.71323(N)    096 52 49.98471(W) AD(       ) 2
 HF1178  NAD 27      -  37 30 00.63929(N)    096 52 48.86667(W) AD(       ) 2
 HF1178
 HF1178.Superseded values are not recommended for survey control.
 HF1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1178.See file dsdata.txt to determine how the superseded data were derived.
 HF1178
 HF1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG8734952473(NAD 83)
 HF1178_MARKER: DS = TRIANGULATION STATION DISK
 HF1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1178
 HF1178  HISTORY     - Date     Condition        Report By
 HF1178  HISTORY     - 1957     MONUMENTED       CGS
 HF1178  HISTORY     - 1962     GOOD             CGS
 HF1178
 HF1178                          STATION DESCRIPTION
 HF1178
 HF1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1178'THE STATION IS LOCATED IN A PASTURE ON THE EAST SIDE OF A
 HF1178'GRAVELED NORTH-SOUTH ROAD, AIRLINE ABOUT 7 MILES EAST OF
 HF1178'DOUGLASS, 7 MILES NORTHWEST OF ATLANTA, AND 8 MILES NORTH
 HF1178'OF WILMOT.
 HF1178'
 HF1178'TO REACH THE STATION FROM THE POST OFFICE IN DOUGLASS GO
 HF1178'NORTH ABOUT 50 YARDS TO AN INTERSECTION.  TURN RIGHT ONTO
 HF1178'THIRD STREET AND GO EAST 0.4 MILE TO A T-ROAD.  TURN LEFT
 HF1178'AND GO NORTH AND EAST 0.35 MILE TO A CROSS ROAD.  CROSS U.S.
 HF1178'HIGHWAY 77 AND GO EAST 6.6 MILES TO A CROSS ROAD.  TURN RIGHT AND
 HF1178'GO SOUTH 1.3 MILES TO THE TOP OF A SLIGHT RISE AND THE STATION
 HF1178'ON THE LEFT.
 HF1178'
 HF1178'THE STATION MARK IS A STANDARD DISK STAMPED ROCK 1957 SET
 HF1178'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HF1178'3 INCHES ABOVE THE GROUND.  IT IS 35 FEET NORTHEAST OF A
 HF1178'WITNESS POST, 20 FEET EAST OF A FENCE LINE, AND 54 FEET EAST
 HF1178'OF THE CENTERLINE OF THE ROAD.
 HF1178'
 HF1178'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ROCK
 HF1178'NO 1 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 HF1178'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTH
 HF1178'OF A WITNESS POST, 2 FEET WEST OF A FENCE LINE, 32 FEET
 HF1178'EAST OF THE CENTERLINE OF THE ROAD, AND 1 FOOT LOWER THAN THE
 HF1178'STATION.
 HF1178'
 HF1178'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ROCK NO
 HF1178'2 1957 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HF1178'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 2 FEET WEST OF A
 HF1178'FENCE LINE, 32 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 HF1178'THE SAME ELEVATION AS THE STATION.
 HF1178'
 HF1178'THE AZIMUTH MARK IS LOCATED ON THE WEST SIDE OF THE ROAD THAT
 HF1178'RUNS BY THE STATION AND IS A STANDARD DISK STAMPED ROCK 1957
 HF1178'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HF1178'3 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF A FENCE LINE
 HF1178'AND 30 FEET WEST OF THE CENTERLINE OF THE ROAD.
 HF1178'
 HF1178'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH 0.5
 HF1178'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HF1178
 HF1178                          STATION RECOVERY (1962)
 HF1178
 HF1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1178'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HF1178'THE DIRECTIONS TO THE AZIMUTH MARK AND REFERENCE MARK NO. 1
 HF1178'WERE VERIFIED.  THE DIRECTION TO REFERENCE MARK NO. 2 MISSED
 HF1178'THE PREVIOUS DIRECTION BY 2 MINUTES 36 SECONDS.  THE DISTANCE
 HF1178'TO REFERENCE MARK NO. 1 MISSED THE PREVIOUS DISTANCE BY
 HF1178'.015 METER.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS VERIFIED.
 HF1178'
 HF1178'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HF1178'
 HF1178'THE STATION IS ABOUT 8-1/2 MILES NORTH OF WILMOT, 7-3/4
 HF1178'MILES NORTHWEST OF ATLANTA, 7 MILES EAST OF DOUGLASS, 1-1/3 MILE
 HF1178'SOUTH OF SMILEYBURG, ON PROPERTY OWNED BY MR. WARD GIBSON.
 HF1178'
 HF1178'TO REACH THE STATION FROM THE POST OFFICE, IN DOUGLASS, GO
 HF1178'NORTH ON FOREST STREET FOR 0.15 MILE TO FIRST STREET.  TURN
 HF1178'RIGHT, EAST, ON FIRST STREET FOR 0.8 MILE TO U.S. HIGHWAY
 HF1178'77.  CONTINUE EAST ON A PAVED ROAD FOR 6.8 MILES TO A CROSSROAD
 HF1178'IN SMILEYBURG.  TURN RIGHT, SOUTH, ON A GRAVELED ROAD FOR 1.0
 HF1178'MILE TO A CROSSROAD.  CONTINUE SOUTH ON THE GRAVELED ROAD
 HF1178'FOR 0.3 MILE TO THE STATION ON THE LEFT.
 HF1178'
 HF1178'STATION MARKS ARE STANDARD DISKS STAMPED ROCK 1957.  THE
 HF1178'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 HF1178'1 INCH.  IT IS 55 FEET EAST OF THE CENTER OF THE GRAVELED
 HF1178'ROAD, 34 FEET NORTHEAST OF A POWER POLE AND 20.5 FEET EAST OF
 HF1178'A METAL WITNESS POST IN A FENCE LINE.  THE
 HF1178'UNDERGROUND DISK WAS NOT INSPECTED.
 HF1178'
 HF1178'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROCK NO 1 1957,
 HF1178'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 HF1178'THE GROUND.  IT IS 32 FEET EAST OF THE CENTER OF THE GRAVELED
 HF1178'ROAD, 2.5 FEET NORTH OF THE POWER POLE AND 2 FEET WEST OF
 HF1178'THE FENCE.
 HF1178'
 HF1178'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROCK NO 2 1957, IS
 HF1178'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HF1178'GROUND.  IT IS 72 FEET NORTH OF THE POWER POLE, 34 FEET EAST
 HF1178'OF THE CENTER OF THE GRAVELED ROAD AND 2.5 FEET WEST OF THE
 HF1178'FENCE.
 HF1178'
 HF1178'AZIMUTH MARK, A STANDARD DISK STAMPED ROCK 1957, IS SET IN
 HF1178'A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
 HF1178'IT IS 61.5 FEET WEST OF A POWER POLE, 31 FEET WEST OF THE
 HF1178'CENTER OF THE GRAVELED ROAD, 1.5 FEET NORTH OF A METAL WITNESS
 HF1178'POST AND 1 FOOT EAST OF A FENCE.
 HF1178'
 HF1178'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 HF1178'GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT, WEST SIDE
 HF1178'OF THE ROAD.
 HF1178'
 HF1178'NOTE- REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JE1799 ***********************************************************************
 JE1799  DESIGNATION -  ROCK
 JE1799  PID         -  JE1799
 JE1799  STATE/COUNTY-  KS/OSAGE
 JE1799  USGS QUAD   -  QUENEMO (1965)
 JE1799
 JE1799                         *CURRENT SURVEY CONTROL
 JE1799  ___________________________________________________________________
 JE1799* NAD 83(1997)-  38 30 02.54109(N)    095 33 51.45548(W)     ADJUSTED  
 JE1799* NAVD 88     -       332.6    (meters)    1091.     (feet)  VERTCON   
 JE1799  ___________________________________________________________________
 JE1799  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JE1799  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 JE1799
 JE1799  HORZ ORDER  -  SECOND
 JE1799
 JE1799.The horizontal coordinates were established by classical geodetic methods
 JE1799.and adjusted by the National Geodetic Survey in October 1998..
 JE1799
 JE1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 JE1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JE1799
 JE1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 JE1799
 JE1799.The geoid height was determined by GEOID03.
 JE1799
 JE1799;                    North         East     Units Scale Factor Converg.
 JE1799;SPC KS S     -   607,587.854   656,041.843   MT  0.99998762   +1 48 14.7
 JE1799;UTM  15      - 4,264,488.028   276,384.309   MT  1.00021583   -1 35 49.2
 JE1799
 JE1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JE1799!SPC KS S     -   0.99995275  x   0.99998762  =   0.99994037
 JE1799!UTM  15      -   0.99995275  x   1.00021583  =   1.00016857
 JE1799
 JE1799|---------------------------------------------------------------------|
 JE1799| PID    Reference Object                     Distance      Geod. Az  |
 JE1799|                                                           dddmmss.s |
 JE1799| CL6168 ROCK RM 1                            22.565 METERS 01114     |
 JE1799| CL6167 ROCK AZ MK                                         1795025.2 |
 JE1799| JE1734 WAVERLY                             APPROX.16.8 KM 1824711.8 |
 JE1799| JE1731 ROCK TEMP PT                        418.007 METERS 1863623.5 |
 JE1799| CL6169 ROCK RM 2                            21.053 METERS 25610     |
 JE1799| JE1805 AMARILLO KANSAS CITY AWY BN 40      APPROX. 7.6 KM 2882634.6 |
 JE1799|---------------------------------------------------------------------|
 JE1799
 JE1799                          SUPERSEDED SURVEY CONTROL
 JE1799
 JE1799  NAD 83(1986)-  38 30 02.54758(N)    095 33 51.45687(W) AD(       ) 2
 JE1799  NAD 27      -  38 30 02.49800(N)    095 33 50.51500(W) AD(       ) 2
 JE1799  NGVD 29 (07/19/86)  332.4    (m)         1091.     (f) VERT ANG       
 JE1799
 JE1799.Superseded values are not recommended for survey control.
 JE1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JE1799.See file dsdata.txt to determine how the superseded data were derived.
 JE1799
 JE1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STC7638464488(NAD 83)
 JE1799_MARKER: DS = TRIANGULATION STATION DISK
 JE1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JE1799
 JE1799  HISTORY     - Date     Condition        Report By
 JE1799  HISTORY     - 1948     MONUMENTED       CGS
 JE1799  HISTORY     - 1974     POOR             NGS
 JE1799
 JE1799                          STATION DESCRIPTION
 JE1799
 JE1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RLE)
 JE1799'THE STATION IS LOCATED ABOUT 7.5 MILES WEST-NORTHWEST OF
 JE1799'WILLIAMSBURG AND ABOUT 4.0 MILES EAST-SOUTHEAST OF MELVERN
 JE1799'ON LAND OWNED BY MR. JOHN MC NABB OF MELVERN AND OCCUPIED BY
 JE1799'JUNIOR FANNING.  IT IS IN THE SOUTHEAST CORNER OF THE YARD, 90
 JE1799'FEET SOUTH OF THE CENTER OF THE DRIVEWAY INTO THE YARD, 18 FEET
 JE1799'WEST OF NORTH-SOUTH FENCE LINE AND 10.5 FEET NORTH OF EAST-WEST
 JE1799'FENCE LINE.  IT IS STAMPED ROCK 1948 AND PROJECTS 2 INCHES.
 JE1799'
 JE1799'REFERENCE MARK NO 1 IS NORTH OF THE STATION, 18 FEET SOUTH OF THE
 JE1799'CENTER OF THE DRIVEWAY, 6 FEET SOUTH OF SOUTH END OF GATE INTO
 JE1799'YARD AND 2 FEET WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED
 JE1799'ROCK NO 1 1948 AND PROJECTS 2 INCHES.
 JE1799'
 JE1799'REFERENCE MARK NO 2 IS WEST-SOUTHWEST OF THE STATION, 64 FEET
 JE1799'SOUTH OF ROUND TIN GRANARY AND 1 FOOT NORTH OF EAST-WEST FENCE
 JE1799'LINE.  IT IS STAMPED ROCK NO 2 1948 AND PROJECTS 3 INCHES.
 JE1799'
 JE1799'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTH OF THE STATION, 55 FEET
 JE1799'WEST OF NORTH-SOUTH ROAD, 30 FEET NORTH OF EAST-WEST ROAD, 3 FEET
 JE1799'NORTHWEST OF WITNESS POST AND 1 FOOT NORTH OF SINGLE WIRE FENCE
 JE1799'LINE.  IT IS STAMPED ROCK 1948 AND PROJECTS 3 INCHES.
 JE1799'
 JE1799'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MELVERN,
 JE1799'GO EAST ON GRAVELED ROAD FOR 4.15 MILES TO THE AZIMUTH MARK ON
 JE1799'THE NORTH SIDE AS DESCRIBED, TURN LEFT AND GO NORTH FOR 0.6
 JE1799'MILE TO DRIVEWAY INTO FARM YARD ON THE WEST SIDE, TURN LEFT INTO
 JE1799'DRIVEWAY AND STATION IN THE SOUTHEAST CORNER OF THE YARD AS
 JE1799'DESCRIBED.
 JE1799'
 JE1799'AN 87 FOOT SIGNAL AT STATION WAVERLY 1934 IS VISIBLE AT 37 FEET.
 JE1799'
 JE1799'A 74 FOOT SIGNAL AT STATION MELVERN IS VISIBLE AT 37 FEET.
 JE1799'
 JE1799'A 4 FOOT SIGNAL AT STATION MEL IS VISIBLE AT 20 FEET.
 JE1799'
 JE1799'A 74 FOOT SIGNAL AT STATION LYNDON IS VISIBLE AT 50 FEET.
 JE1799'
 JE1799'AN 87 FOOT SIGNAL AT STATION BICE 1934 IS VISIBLE AT 50 FEET.
 JE1799'
 JE1799'AN 87 FOOT SIGNAL AT STATION RANSOM IS VISIBLE AT 37 FEET.
 JE1799'
 JE1799'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JE1799
 JE1799                          STATION RECOVERY (1974)
 JE1799
 JE1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ILC)
 JE1799'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 JE1799'RECOVERED.  THE STATION MARK IS TILTED TO THE SOUTH, HOWEVER, IT
 JE1799'APPEARS TO BE SOLID.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 JE1799'GROUND AND WAS NOT OBSERVED AT THIS TIME.  A DIFFERENCE OF 0.069
 JE1799'METERS LONGER AND 0.030 METERS SHORTER WAS FOUND IN THE DISTANCE
 JE1799'TO REFERENCE MARKS 1 AND 2 RESPECTIVELY.  THE ANGLE BETWEEN THE
 JE1799'REFERENCE MARKS FAILED TO CHECK BY 10 MINUTES AND 48 SECONDS.
 JE1799'THE 1974 DISTANCES AND DIRECTIONS WERE REOBSERVED AND VERIFIED.
 JE1799'A NEW DESCRIPTION FOLLOWS.
 JE1799'
 JE1799'THE STATION IS LOCATED ABOUT 5 MILES WEST-NORTHWEST OF WILLIAMSBURG,
 JE1799'4 MILES EAST-SOUTHEAST OF MELVERN, 7 MILES NORTH-NORTHEAST OF
 JE1799'WAVERLY, AND IS ON PROPERTY OWNED BY A MR. JUNIOR FANNING.  IT IS
 JE1799'IN THE EAST PART OF SEC 7, T 18 S, R 17 E.
 JE1799'
 JE1799'TO REACH THE STATION FROM THE POST OFFICE IN WILLIAMSBURG, GO WEST
 JE1799'ON OLD U.S. HIGHWAY 50 FOR 0.15 MILE TO A CROSSROAD.  TURN RIGHT AND
 JE1799'GO NORTH FOR 0.8 MILE TO INTERSTATE HIGHWAY 35.  CONTINUE FOR 0.05
 JE1799'MILE TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON THE
 JE1799'GRAVELED ROAD FOR 5.4 MILES TO A CROSSROAD AND THE AZIMUTH MARK
 JE1799'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 JE1799'0.65 MILE TO A FARMHOUSE DRIVEWAY AND THE STATION ON THE LEFT.
 JE1799'
 JE1799'THE STATION MARK IS A STANDARD DISK STAMPED ROCK 1948.  IT IS SET IN
 JE1799'THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JE1799'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 115 FEET SOUTH OF THE
 JE1799'SOUTHEAST CORNER OF THE HOUSE, 68 FEET SOUTH OF A TELEPHONE POLE,
 JE1799'44 FEET WEST OF THE ROAD, 10.5 FEET NORTH OF A FENCE, 11.0 FEET
 JE1799'NORTH OF A WITNESS POST, AND 9 FEET SOUTH OF THE DRIVEWAY.
 JE1799'
 JE1799'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ROCK NO 1 1948.  IT IS
 JE1799'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JE1799'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 64 FEET SOUTHEAST
 JE1799'OF THE SOUTHEAST CORNER OF THE HOUSE, 25 FEET WEST OF THE ROAD, 7
 JE1799'FEET NORTH OF A TELEPHONE POLE AND IS ABOUT THE SAME ELEVATION AS
 JE1799'THE STATION.
 JE1799'
 JE1799'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROCK NO 2 1948.  IT IS
 JE1799'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JE1799'ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 131 FEET SOUTHWEST
 JE1799'OF THE SOUTHEAST CORNER OF THE HOUSE, 27 FEET SOUTH OF THE
 JE1799'DRIVEWAY, 0.5 FOOT NORTH OF THE FENCE AND IS ABOUT THE SAME
 JE1799'ELEVATION AS THE STATION.
 JE1799'
 JE1799'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROCK 1948.  IT IS SET
 JE1799'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 JE1799'3 INCHES ABOVE THE GROUND.
 JE1799'
 JE1799'IT IS 52 FEET EAST OF THE NORTH-SOUTH ROAD, 26 FEET NORTH OF THE
 JE1799'EAST-WEST ROAD, 15 FEET WEST OF A POWER POLE, AND 1 FOOT SOUTH OF
 JE1799'A FENCE.
 JE1799'
 JE1799'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 JE1799'EAST-SOUTHEAST OF MELVERN.
 JE1799'
 JE1799'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0988 ***********************************************************************
 HG0988  DESIGNATION -  ROCK
 HG0988  PID         -  HG0988
 HG0988  STATE/COUNTY-  KS/CLARK
 HG0988  USGS QUAD   -  ASHLAND NW (1972)
 HG0988
 HG0988                         *CURRENT SURVEY CONTROL
 HG0988  ___________________________________________________________________
 HG0988* NAD 83(1997)-  37 11 35.99020(N)    099 56 52.95598(W)     ADJUSTED  
 HG0988* NAVD 88     -       684.     (meters)    2244.     (feet)  SCALED    
 HG0988  ___________________________________________________________________
 HG0988  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 HG0988  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 HG0988
 HG0988  HORZ ORDER  -  FIRST
 HG0988
 HG0988.The horizontal coordinates were established by classical geodetic methods
 HG0988.and adjusted by the National Geodetic Survey in October 1998..
 HG0988
 HG0988.The orthometric height was scaled from a topographic map.
 HG0988
 HG0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0988
 HG0988.The geoid height was determined by GEOID03.
 HG0988
 HG0988;                    North         East     Units Scale Factor Converg.
 HG0988;SPC KS S     -   459,450.674   271,437.520   MT  1.00001523   -0 53 23.5
 HG0988;UTM  14      - 4,116,740.340   415,859.836   MT  0.99968721   -0 34 23.3
 HG0988
 HG0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0988!SPC KS S     -   0.99989690  x   1.00001523  =   0.99991213
 HG0988!UTM  14      -   0.99989690  x   0.99968721  =   0.99958414
 HG0988
 HG0988|---------------------------------------------------------------------|
 HG0988| PID    Reference Object                     Distance      Geod. Az  |
 HG0988|                                                           dddmmss.s |
 HG0988| CL3895 ROCK RM 1                            22.454 METERS 01216     |
 HG0988| HG0978 ASHLAND COMMUNITY TV MAST           APPROX.13.5 KM 0895131.2 |
 HG0988| CL3896 ROCK RM 2                             7.617 METERS 23414     |
 HG0988| CL3894 ROCK AZ MK                                         2804315.9 |
 HG0988|---------------------------------------------------------------------|
 HG0988
 HG0988                          SUPERSEDED SURVEY CONTROL
 HG0988
 HG0988  NAD 83(1997)-  37 11 35.99654(N)    099 56 52.95661(W) AD(       ) 1
 HG0988  NAD 83(1986)-  37 11 35.98859(N)    099 56 52.95251(W) AD(       ) 1
 HG0988  NAD 27      -  37 11 35.89394(N)    099 56 51.46853(W) AD(       ) 1
 HG0988
 HG0988.Superseded values are not recommended for survey control.
 HG0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0988.See file dsdata.txt to determine how the superseded data were derived.
 HG0988
 HG0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG1586016740(NAD 83)
 HG0988_MARKER: DS = TRIANGULATION STATION DISK
 HG0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0988
 HG0988  HISTORY     - Date     Condition        Report By
 HG0988  HISTORY     - 1964     MONUMENTED       CGS
 HG0988  HISTORY     - 1970     GOOD             NGS
 HG0988
 HG0988                          STATION DESCRIPTION
 HG0988
 HG0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 HG0988'THE STATION IS 11 MILES NORTH ENGLEWOOD, 9-1/2 MILES WEST OF ASHLAND,
 HG0988'1.9 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 160 AND 283, ON THE
 HG0988'HIGHEST POINT OF A GRASSY KNOLL, IN SECTION 6, T 33 S, R 24 N, ON
 HG0988'PROPERTY OWNED BY MR. MERTON MOOREMAN.
 HG0988'
 HG0988'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND MAIN
 HG0988'STREET IN ASHLAND, GO WEST ON U.S. HIGHWAY 160 FOR 6.65 MILES TO A
 HG0988'SIDE ROAD LEFT, JUST AFTER CROSSING THE LITTLE SAND CREEK.
 HG0988'CONTINUE WEST ON U.S. HIGHWAY 160 FOR 2.95 MILES TO A SIDE ROAD
 HG0988'LEFT.  CONTINUE WEST ON U.S. HIGHWAY 160 0.2 MILE TO A WIRE GATE ON
 HG0988'THE LEFT, JUST AFTER PASSING THROUGH A DEEP CUT-BANK.  TURN LEFT
 HG0988'THROUGH THE WIRE GATE AND GO SOUTH ACROSS A PASTURE FOR 0.05 MILE
 HG0988'TO THE HIGHEST POINT OF THE KNOLL AND THE STATION.
 HG0988'
 HG0988'THE STATION MARKS ARE STANDARD DISKS STAMPED ROCK 1964.  THE SURFACE
 HG0988'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH
 HG0988'PROJECTS 3 INCHES.  THE UNDERGROUND DISK IS CEMENTED IN A DRILL
 HG0988'HOLE IN BEDROCK 30 INCHES BELOW THE SURFACE OF THE GROUND.
 HG0988'
 HG0988'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROCK NO 1 1964, IS
 HG0988'CEMENTED IN A DRILL HOLE IN BEDROCK.
 HG0988'
 HG0988'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROCK NO 2 1964, IS
 HG0988'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 HG0988'
 HG0988'THE AZIMUTH MARK, A STANDARD DISK STAMPED ROCK 1964, IS SET IN THE
 HG0988'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 HG0988'IS 75 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 160, 2 FEET EAST OF
 HG0988'A METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE.
 HG0988'
 HG0988'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ACROSS THE
 HG0988'PASTURE FOR 0.05 MILE TO U.S. HIGHWAY 160.  TURN LEFT AND GO WEST ON
 HG0988'U.S. HIGHWAY 160 FOR 0.65 MILE TO THE MARK ON THE RIGHT.
 HG0988'
 HG0988'NOTE--5 KG. TAPE TENSION WAS USED IN MEASURING THE REFERENCE MARKS.
 HG0988
 HG0988                          STATION RECOVERY (1970)
 HG0988
 HG0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HG0988'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HG0988'RECOVERED AND FOUND IN GOOD CONDITION.  A SHORTER MEASUREMENT WAS
 HG0988'NOTED TO REFERENCE MARK 2 AND BETWEEN REFERENCE MARKS 1 AND 2.  THE
 HG0988'1964 DESCRIPTION AND TO REACH ARE ADEQUATE.
 HG0988'
 HG0988'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 9-1/2 MILES WEST
 HG0988'OF ASHLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1206 ***********************************************************************
 KE1206  DESIGNATION -  ROCK
 KE1206  PID         -  KE1206
 KE1206  STATE/COUNTY-  KS/JEFFERSON
 KE1206  USGS QUAD   -  HOLTON SE (1978)
 KE1206
 KE1206                         *CURRENT SURVEY CONTROL
 KE1206  ___________________________________________________________________
 KE1206* NAD 83(1997)-  39 16 25.60959(N)    095 32 40.20646(W)     ADJUSTED  
 KE1206* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 KE1206  ___________________________________________________________________
 KE1206  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 KE1206  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 KE1206
 KE1206  HORZ ORDER  -  SECOND
 KE1206
 KE1206.The horizontal coordinates were established by classical geodetic methods
 KE1206.and adjusted by the National Geodetic Survey in October 1998..
 KE1206
 KE1206.The orthometric height was scaled from a topographic map.
 KE1206
 KE1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1206
 KE1206.The geoid height was determined by GEOID03.
 KE1206
 KE1206;                    North         East     Units Scale Factor Converg.
 KE1206;SPC KS N     -   107,272.969   611,853.717   MT  0.99995693   +1 33 13.1
 KE1206;UTM  15      - 4,350,245.438   280,504.278   MT  1.00019324   -1 36 41.0
 KE1206
 KE1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1206!SPC KS N     -   0.99994922  x   0.99995693  =   0.99990615
 KE1206!UTM  15      -   0.99994922  x   1.00019324  =   1.00014245
 KE1206
 KE1206|---------------------------------------------------------------------|
 KE1206| PID    Reference Object                     Distance      Geod. Az  |
 KE1206|                                                           dddmmss.s |
 KE1206| CL7466 ROCK RM 1                             9.803 METERS 17820     |
 KE1206| KE1212 MERIDEN GRAIN ELEVATOR              APPROX. 9.3 KM 1934516.0 |
 KE1206| CL7467 ROCK RM 2                            13.697 METERS 25027     |
 KE1206| KE1247 HOYT MUNICIPAL TANK                 APPROX.14.2 KM 2583012.3 |
 KE1206| KE1205 ROCK AZ MK                          APPROX. 1.3 KM 3592456.9 |
 KE1206|---------------------------------------------------------------------|
 KE1206
 KE1206                          SUPERSEDED SURVEY CONTROL
 KE1206
 KE1206  NAD 83(1997)-  39 16 25.61660(N)    095 32 40.20203(W) AD(       ) 2
 KE1206  NAD 83(1986)-  39 16 25.61611(N)    095 32 40.20195(W) AD(       ) 2
 KE1206  NAD 27      -  39 16 25.62430(N)    095 32 39.28680(W) AD(       ) 2
 KE1206
 KE1206.Superseded values are not recommended for survey control.
 KE1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1206.See file dsdata.txt to determine how the superseded data were derived.
 KE1206
 KE1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD8050450245(NAD 83)
 KE1206_MARKER: DS = TRIANGULATION STATION DISK
 KE1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1206
 KE1206  HISTORY     - Date     Condition        Report By
 KE1206  HISTORY     - 1960     MONUMENTED       CGS
 KE1206
 KE1206                          STATION DESCRIPTION
 KE1206
 KE1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1206'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF VALLEY
 KE1206'FALLS, 2-1/2 MILES EAST OF THE JACKSON-JEFFERSON COUNTY LINE, 2
 KE1206'MILES NORTH OF ROCK CREEK, AND IN THE NORTHEAST 1/4 OF SECTION
 KE1206'17, T. 9 S., R. 17 E.
 KE1206'
 KE1206'TO REACH THE STATION FROM THE SCHOOLHOUSE IN ROCK CREEK,
 KE1206'GO NORTH 0.1 MILE TO A CROSSROAD.  TURN LEFT, WEST, AND
 KE1206'FOLLOW THE GRADED ROAD 0.2 MILE TO A T-ROAD TO THE RIGHT.
 KE1206'THIS IS JUST AFTER CROSSING TWO RAILROAD TRACKS.  TURN RIGHT,
 KE1206'NORTH, AND GO 0.5 MILE TO A T-ROAD TO THE LEFT.  TURN LEFT, WEST,
 KE1206'AND FOLLOW THE GRAVELED ROAD 0.4 MILE TO A T-ROAD TO THE RIGHT.
 KE1206'TURN RIGHT, NORTH, AND FOLLOW THE GRADED ROAD 1.4 MILES
 KE1206'TO THE STATION ON THE RIGHT, EAST, SIDE OF THE ROAD.
 KE1206'
 KE1206'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE AHEAD,
 KE1206'NORTH, 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST, SIDE
 KE1206'OF THE ROAD.
 KE1206'
 KE1206'THE STATION MARK, STAMPED ROCK 1960, IS A STANDARD DISK,
 KE1206'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 KE1206'4 INCHES.  IT IS 19 FEET EAST OF THE CENTER OF THE DIRT
 KE1206'ROAD, 13.5 FEET NORTH OF A TELEPHONE POLE, AND 4.5 FEET NORTH
 KE1206'OF THE WITNESS POST.
 KE1206'
 KE1206'REFERENCE MARK NO. 1, STAMPED ROCK NO 1 1960, IS A STANDARD DISK,
 KE1206'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 KE1206'4 INCHES.  IT IS 18 FEET EAST OF THE CENTER OF THE DIRT
 KE1206'ROAD, 27.8 FEET SOUTH OF THE WITNESS POST, AND 18.5 FEET SOUTH
 KE1206'OF A TELEPHONE POLE.
 KE1206'
 KE1206'REFERENCE MARK NO. 2, STAMPED ROCK NO 2 1960, IS A STANDARD
 KE1206'DISK, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 KE1206'PROJECTS 5 INCHES.  IT IS 23 FEET WEST OF THE CENTER OF THE
 KE1206'DIRT ROAD AND 43.5 FEET WEST OF THE WITNESS POST.
 KE1206'
 KE1206'THE AZIMUTH MARK, STAMPED ROCK 1960, IS A STANDARD DISK,
 KE1206'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 KE1206'INCHES.  IT IS 18 FEET WEST OF THE CENTER OF THE DIRT ROAD,
 KE1206'2 FEET EAST OF A FENCE, AND 2.0 FEET SOUTHEAST OF THE WITNESS
 KE1206'POST.
 KE1206'
 KE1206'THE DISTANCE BETWEEN RM 1 AND RM 2 IS 46.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1205 ***********************************************************************
 KE1205  DESIGNATION -  ROCK AZ MK
 KE1205  PID         -  KE1205
 KE1205  STATE/COUNTY-  KS/JEFFERSON
 KE1205  USGS QUAD   -  HOLTON SE (1978)
 KE1205
 KE1205                         *CURRENT SURVEY CONTROL
 KE1205  ___________________________________________________________________
 KE1205* NAD 83(1997)-  39 17 07.82171(N)    095 32 40.76031(W)     ADJUSTED  
 KE1205* NAVD 88     -       355.     (meters)    1165.     (feet)  SCALED    
 KE1205  ___________________________________________________________________
 KE1205  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 KE1205  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 KE1205
 KE1205  HORZ ORDER  -  SECOND
 KE1205
 KE1205.The horizontal coordinates were established by classical geodetic methods
 KE1205.and adjusted by the National Geodetic Survey in October 1998..
 KE1205
 KE1205.The orthometric height was scaled from a topographic map.
 KE1205
 KE1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1205
 KE1205.The geoid height was determined by GEOID03.
 KE1205
 KE1205;                    North         East     Units Scale Factor Converg.
 KE1205;SPC KS N     -   108,573.859   611,805.156   MT  0.99995703   +1 33 12.7
 KE1205;UTM  15      - 4,351,547.332   280,527.626   MT  1.00019312   -1 36 42.8
 KE1205
 KE1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1205!SPC KS N     -   0.99994922  x   0.99995703  =   0.99990625
 KE1205!UTM  15      -   0.99994922  x   1.00019312  =   1.00014233
 KE1205
 KE1205:                Primary Azimuth Mark                     Grid Az
 KE1205:SPC KS N     -  ROCK                                     177 51 43.9
 KE1205:UTM  15      -  ROCK                                     181 01 39.4
 KE1205
 KE1205|---------------------------------------------------------------------|
 KE1205| PID    Reference Object                     Distance      Geod. Az  |
 KE1205|                                                           dddmmss.s |
 KE1205| KE1206 ROCK                                APPROX. 1.3 KM 1792456.6 |
 KE1205|---------------------------------------------------------------------|
 KE1205
 KE1205                          SUPERSEDED SURVEY CONTROL
 KE1205
 KE1205  NAD 83(1997)-  39 17 07.82878(N)    095 32 40.75594(W) AD(       ) 2
 KE1205  NAD 83(1986)-  39 17 07.82829(N)    095 32 40.75582(W) AD(       ) 2
 KE1205  NAD 27      -  39 17 07.83720(N)    095 32 39.84040(W) AD(       ) 2
 KE1205
 KE1205.Superseded values are not recommended for survey control.
 KE1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1205.See file dsdata.txt to determine how the superseded data were derived.
 KE1205
 KE1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD8052851547(NAD 83)
 KE1205_MARKER: DZ = AZIMUTH MARK DISK
 KE1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KE1205+STABILITY: SURFACE MOTION
 KE1205
 KE1205  HISTORY     - Date     Condition        Report By
 KE1205  HISTORY     - 1960     MONUMENTED       CGS
 KE1205
 KE1205                          STATION DESCRIPTION
 KE1205
 KE1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1205'THE STATION IS ABOUT 3 MILES NORTH AND 1/4 MILE WEST OF
 KE1205'ROCK CREEK, ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION
 KE1205'LINE ROAD.
 KE1205'
 KE1205'TO REACH THE STATION FROM THE SCHOOLHOUSE IN ROCK CREEK, GO
 KE1205'NORTH 0.1 MILE TO A CROSSROAD.  TURN LEFT, WEST, AND GO 0.2
 KE1205'MILE TO A T ROAD TO THE RIGHT, THIS IS JUST AFTER CROSSING TWO
 KE1205'RAILROAD TRACKS, TURN RIGHT AND FOLLOW THE GRAVELED ROAD NORTH
 KE1205'FOR 0.5 MILE TO A T ROAD LEFT.  TURN LEFT, WEST, AND GO 0.4
 KE1205'MILE TO A T ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE
 KE1205'GRAVELED ROAD NORTH FOR 2.2 MILES TO THE STATION ON THE LEFT.
 KE1205'
 KE1205'THE STATION, AN AZIMUTH MARK DISK STAMPED ROCK 1960, IS
 KE1205'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 KE1205'3 INCHES.  IT IS 18 FEET WEST OF THE CENTER OF THE ROAD,
 KE1205'2 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 2 FEET SOUTHEAST OF
 KE1205'THE WITNESS POST.
 KE1205'
 KE1205'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0720 ***********************************************************************
 KG0720  DESIGNATION -  ROCK MOUND
 KG0720  PID         -  KG0720
 KG0720  STATE/COUNTY-  KS/PHILLIPS
 KG0720  USGS QUAD   -  GLADE SW (1972)
 KG0720
 KG0720                         *CURRENT SURVEY CONTROL
 KG0720  ___________________________________________________________________
 KG0720* NAD 83(1997)-  39 35 37.10174(N)    099 28 22.27142(W)     ADJUSTED  
 KG0720* NAVD 88     -       632.     (meters)    2073.     (feet)  SCALED    
 KG0720  ___________________________________________________________________
 KG0720  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 KG0720  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 KG0720
 KG0720  HORZ ORDER  -  THIRD
 KG0720
 KG0720.The horizontal coordinates were established by classical geodetic methods
 KG0720.and adjusted by the National Geodetic Survey in October 1998..
 KG0720
 KG0720.The orthometric height was scaled from a topographic map.
 KG0720
 KG0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0720
 KG0720.The geoid height was determined by GEOID03.
 KG0720
 KG0720;                    North         East     Units Scale Factor Converg.
 KG0720;SPC KS N     -   140,939.936   273,493.800   MT  0.99997472   -0 55 54.8
 KG0720;UTM  14      - 4,382,763.527   459,399.071   MT  0.99962029   -0 18 04.9
 KG0720
 KG0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0720!SPC KS N     -   0.99990482  x   0.99997472  =   0.99987954
 KG0720!UTM  14      -   0.99990482  x   0.99962029  =   0.99952514
 KG0720
 KG0720|---------------------------------------------------------------------|
 KG0720| PID    Reference Object                     Distance      Geod. Az  |
 KG0720|                                                           dddmmss.s |
 KG0720| CN9614 ROCK MOUND RM 1                      11.436 METERS 00013     |
 KG0720| CN9613 ROCK MOUND AZ MK                                   0742538.1 |
 KG0720| CN9615 ROCK MOUND RM 2                      11.345 METERS 12115     |
 KG0720| KG0810 LOGAN MUNICIPAL TANK                APPROX.11.7 KM 3123316.7 |
 KG0720|---------------------------------------------------------------------|
 KG0720
 KG0720                          SUPERSEDED SURVEY CONTROL
 KG0720
 KG0720  NAD 83(1997)-  39 35 37.10652(N)    099 28 22.27277(W) AD(       ) 3
 KG0720  NAD 83(1986)-  39 35 37.10741(N)    099 28 22.27310(W) AD(       ) 3
 KG0720  NAD 27      -  39 35 37.07500(N)    099 28 20.90000(W) AD(       ) 3
 KG0720
 KG0720.Superseded values are not recommended for survey control.
 KG0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0720.See file dsdata.txt to determine how the superseded data were derived.
 KG0720
 KG0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ5939982764(NAD 83)
 KG0720_MARKER: DS = TRIANGULATION STATION DISK
 KG0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0720
 KG0720  HISTORY     - Date     Condition        Report By
 KG0720  HISTORY     - 1950     MONUMENTED       CGS
 KG0720
 KG0720                          STATION DESCRIPTION
 KG0720
 KG0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0720'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF LOGAN AND
 KG0720'0.25 MILE SOUTH OF A EAST-WEST DIRT ROAD.  IT IS 115.0 FEET EAST
 KG0720'OF A NORTH-SOUTH FENCE LINE, 3.0 FEET NORTHEAST OF A WITNESS
 KG0720'POST AND NEAR THE SOUTH END OF A PROMINENT BUTTE.  IT IS STAMPED
 KG0720'ROCK MOUND 1950 AND PROJECTS 4 INCHES.
 KG0720'
 KG0720'REFERENCE MARK NO. 1 IS THE SAME ELEVATION AS THE STATION.  IT
 KG0720'IS STAMPED ROCK MOUND NO 1 1950 AND PROJECTS 4 INCHES.
 KG0720'
 KG0720'REFERENCE MARK NO. 2 IS THE SAME ELEVATION AS THE STATION.  IT
 KG0720'IS STAMPED ROCK MOUND NO 2 1950 AND PROJECTS 3 INCHES.
 KG0720'
 KG0720'DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 65.6 FEET.
 KG0720'
 KG0720'THE AZIMUTH MARK IS 32.0 FEET NORTH OF THE CENTER OF A DIRT ROAD,
 KG0720'1.5 FEET WEST OF A WITNESS POST, 1.0 FOOT NORTH OF A CORNER POST
 KG0720'AND SET IN THE SOUTHWEST ANGLE OF SCHOOLYARD.  IT IS STAMPED
 KG0720'ROCK MOUND 1950 AND PROJECTS 3 INCHES.
 KG0720'
 KG0720'TO REACH THE STATION FROM THE POST OFFICE IN STOCKTON, GO WEST ON
 KG0720'U.S. HIGHWAY NO. 24 TO THE JUNCTION OF U.S. HIGHWAY NO. 24 AND
 KG0720'U.S. HIGHWAY NO. 183, TURN RIGHT AND GO NORTH ON U.S. HIGHWAY NO.
 KG0720'183 FOR 11.3 MILES TO CROSSROAD.  TURN LEFT AND GO WEST ON DIRT
 KG0720'ROAD FOR 8.6 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 KG0720'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO ROAD LEADING INTO FARM
 KG0720'HOME, TURN LEFT AND GO SOUTH ON FARM ROAD FOR 0.25 MILE TO
 KG0720'FARM HOME.  PASS THROUGH GATE AND GO THROUGH ANOTHER GATE ON
 KG0720'THE LEFT LEADING INTO PASTURE SOUTH OF FARM HOME AND WEST OF
 KG0720'WELL AND STOCK TANK.  GO WESTERLY ALONG CATTLE TRAIL FOR 0.65
 KG0720'MILE TO SUMMIT OF BUTTE AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0737 ***********************************************************************
 HE0737  DESIGNATION -  ROCKY
 HE0737  PID         -  HE0737
 HE0737  STATE/COUNTY-  KS/NEOSHO
 HE0737  USGS QUAD   -  SOUTH MOUND (1973)
 HE0737
 HE0737                         *CURRENT SURVEY CONTROL
 HE0737  ___________________________________________________________________
 HE0737* NAD 83(1997)-  37 23 24.07408(N)    095 10 17.04483(W)     ADJUSTED  
 HE0737* NAVD 88     -       293.40   (+/-2cm)     962.6    (feet)  VERTCON   
 HE0737  ___________________________________________________________________
 HE0737  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 HE0737  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 HE0737
 HE0737  HORZ ORDER  -  SECOND
 HE0737  VERT ORDER  -  THIRD ? (See Below)
 HE0737
 HE0737.The horizontal coordinates were established by classical geodetic methods
 HE0737.and adjusted by the National Geodetic Survey in October 1998..
 HE0737
 HE0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0737.The vertical order pertains to the NGVD 29 superseded value.
 HE0737
 HE0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0737
 HE0737.The geoid height was determined by GEOID03.
 HE0737
 HE0737;                    North         East     Units Scale Factor Converg.
 HE0737;SPC KS S     -   485,542.481   694,694.874   MT  0.99997804   +2 02 43.9
 HE0737;UTM  15      - 4,140,352.488   307,776.336   MT  1.00005517   -1 19 08.3
 HE0737
 HE0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0737!SPC KS S     -   0.99995873  x   0.99997804  =   0.99993677
 HE0737!UTM  15      -   0.99995873  x   1.00005517  =   1.00001390
 HE0737
 HE0737:                Primary Azimuth Mark                     Grid Az
 HE0737:SPC KS S     -  ROCKY AZ MK                              169 19 59.8
 HE0737:UTM  15      -  ROCKY AZ MK                              172 41 52.0
 HE0737
 HE0737|---------------------------------------------------------------------|
 HE0737| PID    Reference Object                     Distance      Geod. Az  |
 HE0737|                                                           dddmmss.s |
 HE0737| CL6176 ROCKY AZ MK                                        1712243.7 |
 HE0737| HE0730 PARSONS KAN ORD PLT TANK 2          APPROX. 8.1 KM 1833812.1 |
 HE0737| HE0727 PARSONS KAN ORD PLT TANK 4          APPROX.11.2 KM 1834143.2 |
 HE0737| HE0735 PARSONS KAN ORD PLT TANK 3          APPROX.12.3 KM 1892455.5 |
 HE0737| HE0733 PARSONS KAN ORD PLT TANK 1          APPROX. 7.6 KM 1975545.6 |
 HE0737| HE0791 PARSONS MUNICIPAL TANK              APPROX.10.2 KM 2323629.5 |
 HE0737| CL6177 ROCKY RM 1                           44.726 METERS 28208     |
 HE0737| CL6178 ROCKY RM 2                           56.403 METERS 33821     |
 HE0737|---------------------------------------------------------------------|
 HE0737
 HE0737                          SUPERSEDED SURVEY CONTROL
 HE0737
 HE0737  NAD 83(1997)-  37 23 24.07882(N)    095 10 17.04487(W) AD(       ) 2
 HE0737  NAD 83(1986)-  37 23 24.08491(N)    095 10 17.03453(W) AD(       ) 2
 HE0737  NAD 27      -  37 23 23.87682(N)    095 10 16.13767(W) AD(       ) 2
 HE0737  NGVD 29 (07/19/86)  293.27   (m)          962.2    (f) LEVELING    3  
 HE0737
 HE0737.Superseded values are not recommended for survey control.
 HE0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0737.See file dsdata.txt to determine how the superseded data were derived.
 HE0737
 HE0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0777640352(NAD 83)
 HE0737_MARKER: DS = TRIANGULATION STATION DISK
 HE0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0737
 HE0737  HISTORY     - Date     Condition        Report By
 HE0737  HISTORY     - 1966     MONUMENTED       CGS
 HE0737
 HE0737                          STATION DESCRIPTION
 HE0737
 HE0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0737'THE STATION IS ABOUT 9 MILES SOUTH OF ST. PAUL, 8-3/4 MILES
 HE0737'WEST-NORTHWEST OF MC CUNE AND 6-1/4 MILES NORTHEAST OF PARSONS,
 HE0737'ON THE HIGHEST POINT OF A ROCKY AND GRASS COVERED HILL.  IT
 HE0737'IS ON THE LAND OWNED BY MR. E.W. REYNOLDS.
 HE0737'
 HE0737'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 59
 HE0737'AND 160 IN PARSONS, GO EAST ON U.S. HIGHWAY 160 FOR 4.45
 HE0737'MILES TO A CROSSROAD, TURN LEFT AND GO NORTH ON GRAVELED
 HE0737'ROAD FOR 3.0 MILES TO A T-INTERSECTION, TURN RIGHT AND GO
 HE0737'EAST FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT AT A
 HE0737'WIRE GATE, TURN LEFT AND PASS THROUGH GATE AND GO NORTH
 HE0737'THROUGH FIELD FOR 0.4 MILE TO THE HIGHEST POINT AND THE
 HE0737'STATION.
 HE0737'
 HE0737'STATION MARK IS A STANDARD DISK, STAMPED ROCKY 1964, SET
 HE0737'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH
 HE0737'WITH THE GROUND.  IT IS ABOUT 150 YARDS WEST OF THE NORTH-SOUTH
 HE0737'HEDGE ROW.
 HE0737'
 HE0737'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROCKY NO 1
 HE0737'1964, CEMENTED IN A DRILL HOLE, IN THE TOP OF A 2 BY 6 FOOT
 HE0737'ROCK OUTCROP, THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 HE0737'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 HE0737'
 HE0737'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROCKY NO 2
 HE0737'1964, CEMENTED IN A DRILL HOLE, IN THE TOP OF A 2 BY 4 FOOT
 HE0737'ROCK OUTCROP, THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 HE0737'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 HE0737'
 HE0737'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROCKY 1964, SET
 HE0737'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0737'THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 36.2
 HE0737'FEET EAST OF AN EAST GATE POST, 30.0 FEET NORTH OF THE CENTERLINE
 HE0737'OF AN EAST-WEST GRAVELED ROAD, 2.0 FEET EAST OF A WITNESS POST,
 HE0737'1.0 FOOT NORTH OF AN EAST-WEST FENCE.
 HE0737'
 HE0737'HEIGHT OF LIGHT ABOVE STATION MARK 14.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1155 ***********************************************************************
 KE1155  DESIGNATION -  ROELAND PARK MUN TANK
 KE1155  PID         -  KE1155
 KE1155  STATE/COUNTY-  KS/JOHNSON
 KE1155  USGS QUAD   -  SHAWNEE (1991)
 KE1155
 KE1155                         *CURRENT SURVEY CONTROL
 KE1155  ___________________________________________________________________
 KE1155* NAD 83(1997)-  39 02 30.09801(N)    094 37 56.26198(W)     ADJUSTED  
 KE1155* NAVD 88     -                                                        
 KE1155  ___________________________________________________________________
 KE1155  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 KE1155  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KE1155
 KE1155  HORZ ORDER  -  THIRD
 KE1155
 KE1155.The horizontal coordinates were established by classical geodetic methods
 KE1155.and adjusted by the National Geodetic Survey in October 1998..
 KE1155
 KE1155
 KE1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1155
 KE1155.The geoid height was determined by GEOID03.
 KE1155
 KE1155;                    North         East     Units Scale Factor Converg.
 KE1155;SPC KS N     -    84,056.312   691,483.032   MT  0.99996347   +2 07 50.9
 KE1155;UTM  15      - 4,322,671.084   358,735.714   MT  0.99984572   -1 01 42.0
 KE1155
 KE1155                          SUPERSEDED SURVEY CONTROL
 KE1155
 KE1155  NAD 83(1986)-  39 02 30.10555(N)    094 37 56.25726(W) AD(       ) 4
 KE1155  NAD 27      -  39 02 30.08552(N)    094 37 55.41223(W) AD(       ) 3
 KE1155
 KE1155.Superseded values are not recommended for survey control.
 KE1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1155.See file dsdata.txt to determine how the superseded data were derived.
 KE1155
 KE1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD5873622671(NAD 83)
 KE1155_MARKER: 53 = ELEVATED TANK
 KE1155
 KE1155  HISTORY     - Date     Condition        Report By
 KE1155  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1155  HISTORY     - 20051211 GOOD             GEOCAC
 KE1155
 KE1155                          STATION DESCRIPTION
 KE1155
 KE1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1155'THE STATION, ROELAND PARK MUNICIPAL TANK, IS THE CENTER OF THE TOP OF
 KE1155'AN ELEVATED WATER TANK, PAINTED BLUE AND IS SUPPORTED BY TEN
 KE1155'TRUSSWORK LEGS.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 130 FEET, A
 KE1155'CAPACITY OF 500,000 GALLONS AND IS LOCATED AT THE JUNCTION OF 48TH
 KE1155'STREET AND 48TH LANE IN ROELAND PARK, A SUB DIVISION OF KANSAS CITY.
 KE1155'THE TANK IS OWNED BY WATER DISTRICT NO. 1 OF JOHNSON COUNTY.
 KE1155
 KE1155                          STATION RECOVERY (2005)
 KE1155
 KE1155'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 KE1155'THE TANK IS NOW PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1143 ***********************************************************************
 KE1143  DESIGNATION -  ROELAND PARK RAD STA KMBZ MAST
 KE1143  PID         -  KE1143
 KE1143  STATE/COUNTY-  KS/JOHNSON
 KE1143  USGS QUAD   -  KANSAS CITY (1991)
 KE1143
 KE1143                         *CURRENT SURVEY CONTROL
 KE1143  ___________________________________________________________________
 KE1143* NAD 83(1997)-  39 02 17.19429(N)    094 36 53.88141(W)     ADJUSTED  
 KE1143* NAVD 88     -                                                        
 KE1143  ___________________________________________________________________
 KE1143  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KE1143  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KE1143
 KE1143  HORZ ORDER  -  THIRD
 KE1143
 KE1143.The horizontal coordinates were established by classical geodetic methods
 KE1143.and adjusted by the National Geodetic Survey in October 1998..
 KE1143
 KE1143
 KE1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1143
 KE1143.The geoid height was determined by GEOID03.
 KE1143
 KE1143;                    North         East     Units Scale Factor Converg.
 KE1143;SPC KS N     -    83,714.601   692,996.980   MT  0.99996370   +2 08 30.3
 KE1143;UTM  15      - 4,322,246.511   360,228.351   MT  0.99984056   -1 01 02.4
 KE1143
 KE1143                          SUPERSEDED SURVEY CONTROL
 KE1143
 KE1143  NAD 83(1986)-  39 02 17.20135(N)    094 36 53.87708(W) AD(       ) 4
 KE1143  NAD 27      -  39 02 17.18228(N)    094 36 53.03102(W) AD(       ) 3
 KE1143
 KE1143.Superseded values are not recommended for survey control.
 KE1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1143.See file dsdata.txt to determine how the superseded data were derived.
 KE1143
 KE1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6022822247(NAD 83)
 KE1143_MARKER: 42 = RADIO/TV MAST
 KE1143
 KE1143  HISTORY     - Date     Condition        Report By
 KE1143  HISTORY     - 1972     FIRST OBSERVED   NGS
 KE1143  HISTORY     - 20041128 GOOD             GEOCAC
 KE1143
 KE1143                          STATION DESCRIPTION
 KE1143
 KE1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (ILC)
 KE1143'THE STATION, ROELAND PARK RADIO STATION MAST KMBZ, IS THE RED LIGHT
 KE1143'ATOP A TRIANGULAR STEEL, GUYED MAST THAT IS PAINTED ALTERNATELY RED
 KE1143'AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 542 FEET AND IS
 KE1143'LOCATED IN THE NORTHEAST ANGLE OF BELINDER ROAD AND 50TH STREET IN
 KE1143'ROELAND PARK, A SUB-DIVISION OF KANSAS CITY.
 KE1143
 KE1143                          STATION RECOVERY (2004)
 KE1143
 KE1143'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0871 ***********************************************************************
 HH0871  DESIGNATION -  ROENFELT
 HH0871  PID         -  HH0871
 HH0871  STATE/COUNTY-  KS/FORD
 HH0871  USGS QUAD   -  SOUTH DODGE (1984)
 HH0871
 HH0871                         *CURRENT SURVEY CONTROL
 HH0871  ___________________________________________________________________
 HH0871* NAD 83(1997)-  37 38 57.14477(N)    100 02 22.51229(W)     ADJUSTED  
 HH0871* NAVD 88     -       806.     (meters)    2644.     (feet)  SCALED    
 HH0871  ___________________________________________________________________
 HH0871  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 HH0871  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 HH0871
 HH0871  HORZ ORDER  -  FIRST
 HH0871
 HH0871.The horizontal coordinates were established by classical geodetic methods
 HH0871.and adjusted by the National Geodetic Survey in October 1998..
 HH0871
 HH0871.The orthometric height was scaled from a topographic map.
 HH0871
 HH0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0871
 HH0871.The geoid height was determined by GEOID03.
 HH0871
 HH0871;                    North         East     Units Scale Factor Converg.
 HH0871;SPC KS S     -   510,168.452   264,146.107   MT  0.99994683   -0 56 46.0
 HH0871;UTM  14      - 4,167,403.182   408,292.713   MT  0.99970359   -0 38 06.2
 HH0871
 HH0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0871!SPC KS S     -   0.99987759  x   0.99994683  =   0.99982443
 HH0871!UTM  14      -   0.99987759  x   0.99970359  =   0.99958122
 HH0871
 HH0871:                Primary Azimuth Mark                     Grid Az
 HH0871:SPC KS S     -  DODGE ATT MICROWAVE TWR KAM 47           002 54 49.5
 HH0871:UTM  14      -  DODGE ATT MICROWAVE TWR KAM 47           002 36 09.7
 HH0871
 HH0871|---------------------------------------------------------------------|
 HH0871| PID    Reference Object                     Distance      Geod. Az  |
 HH0871|                                                           dddmmss.s |
 HH0871| HH0865 DODGE ATT MICROWAVE TWR KAM 47      APPROX.13.0 KM 0015803.5 |
 HH0871| HH0862 DODGE CITY RAD STA KEDD E MAST      APPROX.15.3 KM 0023117.8 |
 HH0871| HH0859 DODGE CITY MUN WATER TANK           APPROX.13.5 KM 0090352.2 |
 HH0871| HH0870 RICHLAND VALLEY HOPE LUTH CH        APPROX. 3.0 KM 0903146.8 |
 HH0871| CL3897 ROENFELT AZ MK                                     0935836.4 |
 HH0871| CL3898 ROENFELT RM 1                        25.902 METERS 11715     |
 HH0871| HH0872 MINNEOLA TV STA KTVC MAST           APPROX.12.0 KM 1633242.1 |
 HH0871| HH0873 MINNEOLA RAD STA KAF 216 MAST       APPROX.13.9 KM 1701619.1 |
 HH0871| HH0877 MINNEOLA PAN EAST CO MICROWAVE      APPROX.13.0 KM 1710710.1 |
 HH0871| HH0876 MINNEOLA RAD STA KAQ 46 MAST        APPROX.13.3 KM 1710933.3 |
 HH0871| CL3899 ROENFELT RM 2                        23.505 METERS 24109     |
 HH0871|---------------------------------------------------------------------|
 HH0871
 HH0871                          SUPERSEDED SURVEY CONTROL
 HH0871
 HH0871  NAD 83(1997)-  37 38 57.15255(N)    100 02 22.51186(W) AD(       ) 1
 HH0871  NAD 83(1986)-  37 38 57.14638(N)    100 02 22.51298(W) AD(       ) 1
 HH0871  NAD 27      -  37 38 57.07385(N)    100 02 21.02452(W) AD(       ) 1
 HH0871
 HH0871.Superseded values are not recommended for survey control.
 HH0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0871.See file dsdata.txt to determine how the superseded data were derived.
 HH0871
 HH0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG0829367403(NAD 83)
 HH0871_MARKER: DS = TRIANGULATION STATION DISK
 HH0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HH0871
 HH0871  HISTORY     - Date     Condition        Report By
 HH0871  HISTORY     - 1961     MONUMENTED       CGS
 HH0871  HISTORY     - 1970     GOOD             NGS
 HH0871
 HH0871                          STATION DESCRIPTION
 HH0871
 HH0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HH0871'THE STATION IS ABOUT 10 MILES EAST OF ENSIGN, 7 MILES SOUTH OF
 HH0871'DODGE, 1-1/2 MILES EAST OF THE RICHLAND VALLEY DISTRICT 83 SCHOOL,
 HH0871'1.4 MILES WEST OF U. S. HIGHWAY 283, ON PROPERTY OWNED BY MR. H. J.
 HH0871'ROENFELT.
 HH0871'
 HH0871'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 56 AND
 HH0871'283, AT THE SOUTH EDGE OF DODGE CITY, GO SOUTH ON HIGHWAY 283 FOR
 HH0871'5.9 MILES TO A CROSSROAD AND THE RICHLAND VALLEY SCHOOL IN THE
 HH0871'NORTHEAST ANGLE.  TURN RIGHT AND GO WEST ON A PAVED ROAD 0.9 MILE
 HH0871'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE PAVED ROAD
 HH0871'0.35 MILE TO THE STATION ON THE RIGHT, NORTH, SIDE OF THE PAVED
 HH0871'ROAD.
 HH0871'
 HH0871'STATION MARKS ARE STANDARD DISK STAMPED ROENFELT 1961.  THE SURFACE
 HH0871'DISK IS SET IN A SQUARE CONCRETE POST 14 INCHES BELOW THE SURFACE
 HH0871'OF THE GROUND.  IT IS 85 FEET NORTHWEST OF A TELEPHONE POLE, 79
 HH0871'FEET NORTHEAST OF A TELEPHONE POLE AND 74 FEET NORTH OF THE CENTER
 HH0871'OF THE PAVED ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HH0871'MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 HH0871'
 HH0871'REFERENCE MARD NO. 1 A STANDARD DISK STAMPED ROENFELT NO 1 1961, IS
 HH0871'SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE
 HH0871'GROUND.  IT IS 36.5 FEET NORTH OF THE CENTER OF THE PAVED ROAD,
 HH0871'2.7 FEET EAST OF A METAL WITNESS POST AND 1.5 FEET WEST OF A
 HH0871'TELEPHONE POLE.
 HH0871'
 HH0871'REFERENCE MARD NO. 2, A STANDARD DISK STAMPED ROENFELT NO 2 1961, IS
 HH0871'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 37
 HH0871'FEET NORTH OF THE CENTER OF THE PAVED ROAD AND 2. FEET EAST OF A
 HH0871'TELEPHONE POLE.
 HH0871'
 HH0871'AZIMUTH MARK IS A STANDARD DISK STAMPED ROENFELT 1961, SET IN A
 HH0871'SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 HH0871'41.5 FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 1.5 FEET NORTH OF
 HH0871'A METAL WITNESS POST AND 1.5 FEET WEST OF A POWER POLE.
 HH0871'
 HH0871'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 HH0871'
 HH0871'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HH0871
 HH0871                          STATION RECOVERY (1970)
 HH0871
 HH0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 HH0871'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 HH0871'RECOVERED AS DESCRIBED IN THE 1961 DESCRIPTION.  THE TO REACH IS
 HH0871'ADEQUATE.  THE STATION IS LOCATED ON PROPERTY OWNED BY MR. H. J.
 HH0871'ROENFELT WHO LIVES TWO MILES NORTH AND SIX MILES EAST OF THE
 HH0871'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF1044 ***********************************************************************
 KF1044  DESIGNATION -  ROESENER
 KF1044  PID         -  KF1044
 KF1044  STATE/COUNTY-  KS/POTTAWATOMIE
 KF1044  USGS QUAD   -  FLUSH (1978)
 KF1044
 KF1044                         *CURRENT SURVEY CONTROL
 KF1044  ___________________________________________________________________
 KF1044* NAD 83(1997)-  39 16 24.71278(N)    096 29 55.76361(W)     ADJUSTED  
 KF1044* NAVD 88     -       425.     (meters)    1394.     (feet)  SCALED    
 KF1044  ___________________________________________________________________
 KF1044  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 KF1044  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 KF1044
 KF1044  HORZ ORDER  -  SECOND
 KF1044
 KF1044.The horizontal coordinates were established by classical geodetic methods
 KF1044.and adjusted by the National Geodetic Survey in October 1998..
 KF1044
 KF1044.The orthometric height was scaled from a topographic map.
 KF1044
 KF1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF1044
 KF1044.The geoid height was determined by GEOID03.
 KF1044
 KF1044;                    North         East     Units Scale Factor Converg.
 KF1044;SPC KS N     -   105,446.473   529,527.855   MT  0.99995693   +0 56 59.3
 KF1044;UTM  14      - 4,350,113.534   715,758.671   MT  1.00017321   +1 35 02.1
 KF1044
 KF1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF1044!SPC KS N     -   0.99993801  x   0.99995693  =   0.99989494
 KF1044!UTM  14      -   0.99993801  x   1.00017321  =   1.00011121
 KF1044
 KF1044:                Primary Azimuth Mark                     Grid Az
 KF1044:SPC KS N     -  WESTMORELAND MUNICIPAL TANK              026 35 55.9
 KF1044:UTM  14      -  WESTMORELAND MUNICIPAL TANK              025 57 53.1
 KF1044
 KF1044|---------------------------------------------------------------------|
 KF1044| PID    Reference Object                     Distance      Geod. Az  |
 KF1044|                                                           dddmmss.s |
 KF1044| KF1045 WESTMORELAND MUNICIPAL TANK         APPROX.15.3 KM 0273255.2 |
 KF1044| CL7472 ROESENER RM 1                        24.604 METERS 13412     |
 KF1044| KF1039 ZEAN DALE                           APPROX.22.1 KM 1593702.9 |
 KF1044| CL7471 ROESENER AZ MK                                     1794732.0 |
 KF1044| KF1073 MANHATTAN MUNICIPAL STANDPIPE       APPROX.12.8 KM 2170452.3 |
 KF1044| KF1057 MANHATTAN KANS AGRI COLL STACK      APPROX.11.7 KM 2182230.0 |
 KF1044| KF1102 FORT RILEY MARSHALL AIRFIELD BEACON APPROX.33.2 KM 2213821.5 |
 KF1044| CL7473 ROESENER RM 2                        25.048 METERS 26251     |
 KF1044|---------------------------------------------------------------------|
 KF1044
 KF1044                          SUPERSEDED SURVEY CONTROL
 KF1044
 KF1044  NAD 83(1997)-  39 16 24.71874(N)    096 29 55.76120(W) AD(       ) 2
 KF1044  NAD 83(1986)-  39 16 24.71889(N)    096 29 55.76068(W) AD(       ) 2
 KF1044  NAD 27      -  39 16 24.73200(N)    096 29 54.75600(W) AD(       ) 2
 KF1044
 KF1044.Superseded values are not recommended for survey control.
 KF1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF1044.See file dsdata.txt to determine how the superseded data were derived.
 KF1044
 KF1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQJ1575950114(NAD 83)
 KF1044_MARKER: DS = TRIANGULATION STATION DISK
 KF1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF1044
 KF1044  HISTORY     - Date     Condition        Report By
 KF1044  HISTORY     - 1947     MONUMENTED       CGS
 KF1044  HISTORY     - 1965     GOOD             CGS
 KF1044
 KF1044                          STATION DESCRIPTION
 KF1044
 KF1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RLE)
 KF1044'THE STATION IS LOCATED ABOUT 7.0 MILES NORTHEAST OF MANHATTAN,
 KF1044'7.0 MILES NORTHWEST OF ST GEORGE, IN THE NORTHWEST 1/4 OF SECTION
 KF1044'14, T. 9 S., R 8 E, ON THE HIGH POINT OF A RIDGE ABOUT 1.5 EAST OF
 KF1044'THE BLUE RIVER AND ON LAND OWNED BY MR. GUS ROESENER OF MANHATTAN.
 KF1044'IT IS STAMPED ROESENER 1947 AND SET FLUSH WITH THE GROUND
 KF1044'SURFACE.
 KF1044'
 KF1044'REFERENCE MARK NO 1 IS SOUTH-SOUTHEAST OF THE STATION, SET IN THE
 KF1044'OPEN PASTURE AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 KF1044'STAMPED ROESENER NO 1 1947 AND PROJECTS 6 INCHES.
 KF1044'
 KF1044'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET IN THE OPEN PASTURE
 KF1044'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED ROESENER
 KF1044'NO 2 1947 AND PROJECTS 4 INCHES.
 KF1044'
 KF1044'THE AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH OF THE STATION, 25 FEET
 KF1044'NORTH OF THE CENTER OF THE EAST-WEST DIRT ROAD AND 1 FOOT NORTH
 KF1044'OF EAST-WEST FENCE LINE.  IT IS STAMPED ROESENER 1947 AND
 KF1044'PROJECTS 4 INCHES.
 KF1044'
 KF1044'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 40
 KF1044'IN MANHATTAN, GO EAST ON 40 FOR 3.0 MILES TO A CROSS ROAD JUST
 KF1044'WEST OF A SMALL AIR PORT, TURN LEFT AND GO NORTH ON DIRT ROAD
 KF1044'KEEPING STRAIGHT AHEAD AT ALL CROSS ROADS FOR 4.0 MILES, THEN
 KF1044'RIGHT EAST FOR 0.45 MILE, THEN LEFT NORTH FOR 0.5 MILE, THEN RIGHT
 KF1044'EAST FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT IN FENCE LINE
 KF1044'AS DESCRIBED, CONTINUE STRAIGHT EAST ON DIRT ROAD FOR 0.35
 KF1044'MILE TO A WIRE GATE IN FENCE LINE ON THE LEFT, TURN LEFT
 KF1044'PASSING THROUGH GATE AND FOLLOW TRACK ROAD NORTH ACROSS
 KF1044'PASTURE FOR 1.0 MILE TO THE STATION AS DESCRIBED.
 KF1044'
 KF1044'A 47 FOOT SIGNAL AT STATION ZEAN DALE 1888 IS V.G.
 KF1044'
 KF1044'A 4 FOOT SIGNAL AT STATION SCHULTZ IS V.G.
 KF1044'
 KF1044'A 47 FOOT SIGNAL AT STATION DAVIS IS V.G.
 KF1044'
 KF1044'A 47 FOOT SIGNAL AT STATION MANHATTAN IS V.G.
 KF1044'
 KF1044'A 4 FOOT SIGNAL AT STATION KANSAS STATE IS V.G.
 KF1044'
 KF1044'A 74 FOOT SIGNAL AT STATION ERRICSSEN 1889 IS V.G.
 KF1044'
 KF1044'A 74 FOOT SIGNAL AT STATION KEATS IS V.G.
 KF1044'
 KF1044'A 74 FOOT SIGNAL AT STATION WALSBURG IS V.G.
 KF1044'
 KF1044'A 4 FOOT SIGNAL AT STATION MC INTIRE IS V.G.
 KF1044'
 KF1044'A 74 FOOT SIGNAL AT STATION FOSTOR IS V.G.
 KF1044'
 KF1044'A 74 FOOT SIGNAL AT STATION WESTMORE IS V.G.
 KF1044'
 KF1044'A 4 FOOT SIGNAL AT STATION LOUIS IS V.G.
 KF1044'
 KF1044'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 KF1044
 KF1044                          STATION RECOVERY (1965)
 KF1044
 KF1044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CFO)
 KF1044'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE ALL
 KF1044'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  A
 KF1044'METAL WITNESS POST AND SIGN WAS SET 2 FEET NORTH OF THE STATION
 KF1044'MARK.
 KF1044'
 KF1044'THE TO REACH IS CORRECT, EXCEPT WHEN THE AZIMUTH MARK IS REACHED
 KF1044'THERE IS A LOCKED BOARD GATE 114 FEET EAST OF THE MARK.  GO THROUGH
 KF1044'THIS GATE AND FOLLOW ROAD ACROSS THE PASTURE ABOUT 0.8 MILE TO THE
 KF1044'STATION.  THIS IS NOT A V.G. AZIMUTH MARK.
 KF1044'
 KF1044'THE STATION IS ON PROPERTY OWNED BY MR. W.L. ROESENER, WHO LIVES
 KF1044'1 MILE NORTH AND 1 MILE WEST OF ZEANDALE, KEY NECESSARY TO DRIVE
 KF1044'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1269 ***********************************************************************
 KE1269  DESIGNATION -  ROLFE
 KE1269  PID         -  KE1269
 KE1269  STATE/COUNTY-  KS/NEMAHA
 KE1269  USGS QUAD   -  WETMORE (1966)
 KE1269
 KE1269                         *CURRENT SURVEY CONTROL
 KE1269  ___________________________________________________________________
 KE1269* NAD 83(1997)-  39 39 24.66966(N)    095 51 19.37781(W)     ADJUSTED  
 KE1269* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 KE1269  ___________________________________________________________________
 KE1269  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 KE1269  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 KE1269
 KE1269  HORZ ORDER  -  FIRST
 KE1269
 KE1269.The horizontal coordinates were established by classical geodetic methods
 KE1269.and adjusted by the National Geodetic Survey in October 1998..
 KE1269
 KE1269.The orthometric height was scaled from a topographic map.
 KE1269
 KE1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1269
 KE1269.The geoid height was determined by GEOID03.
 KE1269
 KE1269;                    North         East     Units Scale Factor Converg.
 KE1269;SPC KS N     -   149,108.668   584,030.020   MT  0.99998193   +1 21 25.0
 KE1269;UTM  15      - 4,393,569.709   255,030.734   MT  1.00033888   -1 49 23.4
 KE1269
 KE1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1269!SPC KS N     -   0.99994406  x   0.99998193  =   0.99992599
 KE1269!UTM  15      -   0.99994406  x   1.00033888  =   1.00028292
 KE1269
 KE1269|---------------------------------------------------------------------|
 KE1269| PID    Reference Object                     Distance      Geod. Az  |
 KE1269|                                                           dddmmss.s |
 KE1269| CL7486 ROLFE RM 1                           42.272 METERS 05653     |
 KE1269| CL7487 ROLFE RM 2                           59.715 METERS 11123     |
 KE1269| KE1210 HOLTON MUNICIPAL STANDPIPE          APPROX.23.0 KM 1564353.9 |
 KE1269| CL7485 ROLFE AZ MK                                        2352917.7 |
 KE1269| KE1271 GOFF MUNICIPAL TANK                 APPROX. 6.6 KM 2792926.8 |
 KE1269|---------------------------------------------------------------------|
 KE1269
 KE1269                          SUPERSEDED SURVEY CONTROL
 KE1269
 KE1269  NAD 83(1997)-  39 39 24.67422(N)    095 51 19.37742(W) AD(       ) 1
 KE1269  NAD 83(1986)-  39 39 24.67647(N)    095 51 19.37445(W) AD(       ) 1
 KE1269  NAD 27      -  39 39 24.68700(N)    095 51 18.41900(W) AD(       ) 1
 KE1269
 KE1269.Superseded values are not recommended for survey control.
 KE1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1269.See file dsdata.txt to determine how the superseded data were derived.
 KE1269
 KE1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD5503193570(NAD 83)
 KE1269_MARKER: DS = TRIANGULATION STATION DISK
 KE1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1269_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1269
 KE1269  HISTORY     - Date     Condition        Report By
 KE1269  HISTORY     - 1934     MONUMENTED       CGS
 KE1269  HISTORY     - 1950     GOOD             CGS
 KE1269
 KE1269                          STATION DESCRIPTION
 KE1269
 KE1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KE1269'STATION IS LOCATED 4.5 MILES EAST OF GOFF, 4 MILES WEST AND
 KE1269'NORTH OF WETMORE IN SOUTHWEST QUARTER OF SEC. 35, T. 4 S.,
 KE1269'R. 14 E., ON LAND OWNED BY WM. ROLFE WHO LIVES 0.6 MILE SOUTHWEST
 KE1269'OF STATION.  MARK IS ATOP A SMALL KNOLL IN A FENCE LINE
 KE1269'RUNNING SOUTHEAST AND NORTHWEST WHICH DIVIDES 2 PATCHES OF
 KE1269'CULTIVATED LAND PLANTED IN CORN A THE PRESENT TIME.
 KE1269'
 KE1269'REACHED FROM WETMORE, BY GOING WEST ON STATE ROUTE 9 FOR
 KE1269'1.9 MILES TO EAST END OF CONCRETE BRIDGE AND ROAD TO NORTH,
 KE1269'THENCE NORTH 1 MILE, THENCE WEST 0.7 MILE TO WIRE GATE IN
 KE1269'NORTH FENCE LINE, GO NORTH THROUGH GATE INTO GRAIN FIELD AND
 KE1269'SMALL CREEK, FOLLOW CREEK 0.2 MILE NORTHEAST, THENCE
 KE1269'NORTH-NORTHEAST 0.2 MILE TO TOP OF HILL AND STATION.
 KE1269'
 KE1269'REFERENCE MARK NO. 1 IS 42.272 METERS (138.69 FEET) NORTHEAST
 KE1269'OF STATION, SET IN FENCE LINE WHICH DIVIDES 2 CULTIVATED
 KE1269'FIELDS, 75 FEET SOUTHWEST OF GATE IN FENCE.
 KE1269'
 KE1269'REFERENCE MARK NO. 2 IS 59.715 METERS (195.91 FEET) SOUTHEAST
 KE1269'OF STATION IN NORTH-SOUTH FENCE LINE WHICH DIVIDES TWO
 KE1269'CULTIVATED FIELDS.  DISTANCE FROM REFERENCE MARK NO. 1 TO
 KE1269'REFERENCE MARK NO. 2 IS 161.30 FEET (MEASURED).
 KE1269'
 KE1269'AZIMUTH MARK IS 0.6 MILE SOUTHWEST OF STATION (AIRLINE),
 KE1269'REACHED FROM WIRE GATE MENTIONED IN ABOVE DESCRIPTION BY
 KE1269'GOING WEST ON DIRT ROAD TO THE ROLFE DRIVEWAY AND MARK.  MARK
 KE1269'IS SET IN NORTH-SOUTH FENCE LINE 15 FEET NORTH OF FENCE
 KE1269'CORNER.
 KE1269'
 KE1269'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KE1269'BRONZE DISKS SET IN CONCRETE.
 KE1269'
 KE1269'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 KE1269
 KE1269                          STATION RECOVERY (1950)
 KE1269
 KE1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CAS)
 KE1269'STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED
 KE1269'AS DESCRIBED AND FOUND IN GOOD CONDITION.  SEVERAL FENCES
 KE1269'HAVE BEEN MOVED WHICH CHANGES THE REFERENCE MEASUREMENTS.
 KE1269'A COMPLETE NEW DESCRIPTION FOLLOWS-
 KE1269'
 KE1269'STATION IS LOCATED ABOUT 4-1/2 MILES E OF GOFF AND 4 MILES W
 KE1269'AND N OF WETMORE, IN THE SW 1/4 SEC. 35, T. 4 S., R. 14 E.,
 KE1269'ON LAND OWNED BY F.J. DAVIS WHO LIVES 0.6 MILE SW OF STATION.
 KE1269'IT IS ATOP A SMALL KNOLL IN A MEADOW, 180 FEET W OF AN OLD
 KE1269'FENCE LINE, AND 66 FEET W OF A FENCE.  IT IS STAMPED ROLFE
 KE1269'1934 AND PROJECTS 1 INCH.  STATION AND UNDERGROUND MARKS
 KE1269'ARE STANDARD DISKS SET IN CONCRETE.
 KE1269'
 KE1269'R.M. 1 IS 42.272 METERS (138.69 FEET) NE OF THE STATION AND
 KE1269'50 FEET E OF FENCE.  IT IS STAMPED ROLFE NO 1 1934 AND PROJECTS
 KE1269'6 INCHES.  MARK IS A STANDARD REFERENCE DISK SET IN CONCRETE.
 KE1269'
 KE1269'R.M. 2 IS 59.715 METERS (195.91 FEET) SE OF THE STATION,
 KE1269'115 FEET E OF FENCE, 8 FEET N OF SMALL TREE, AND 1 FOOT W OF
 KE1269'AN OLD FENCE LINE.  IT IS STAMPED ROLFE NO 2 1934 AND PROJECTS
 KE1269'12 INCHES.  MARK IS A STANDARD REFERENCE DISK SET IN CONCRETE.
 KE1269'
 KE1269'DISTANCE FROM R.M. 1 TO R.M. 2 IS 161.30 FEET.
 KE1269'
 KE1269'AZIMUTH MARK IS 0.6 MILE SW OF THE STATION, 28 FEET N OF
 KE1269'CENTER OF ROAD, 20 FEET E OF CENTER OF DRIVEWAY TO F.J.
 KE1269'DAVIS FARMHOUSE, 8 FEET N OF SW FENCE CORNER, AND 3 FEET E OF
 KE1269'FENCE.  IT IS STAMPED ROLFE AZI 1934 AND PROJECTS 10 INCHES.
 KE1269'MARK IS A STANDARD AZIMUTH DISK SET IN CONCRETE.
 KE1269'
 KE1269'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WETMORE, GO
 KE1269'W FOR 2.0 MILES.  TURN RIGHT AND GO N 1.0 MILE.  TURN LEFT AND
 KE1269'GO W 0.7 MILE TO GATE ON RIGHT.  (AZIMUTH MARK IS 0.25 MILE
 KE1269'W OF THIS POINT.) TURN RIGHT THROUGH GATE, THEN GO E ALONG
 KE1269'THE N SIDE OF FENCE FOR 0.2 MILE TO FENCE CORNER.  TURN LEFT
 KE1269'AND GO N ALONG W SIDE OF FENCE FOR 0.4 MILE TO THE STATION
 KE1269'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0790 ***********************************************************************
 HH0790  DESIGNATION -  ROLLA
 HH0790  PID         -  HH0790
 HH0790  STATE/COUNTY-  KS/MORTON
 HH0790  USGS QUAD   -  ROLLA (1974)
 HH0790
 HH0790                         *CURRENT SURVEY CONTROL
 HH0790  ___________________________________________________________________
 HH0790* NAD 83(1997)-  37 07 21.14423(N)    101 37 42.65654(W)     ADJUSTED  
 HH0790* NAVD 88     -      1063.5    (meters)    3489.     (feet)  VERTCON   
 HH0790  ___________________________________________________________________
 HH0790  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 HH0790  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HH0790
 HH0790  HORZ ORDER  -  SECOND
 HH0790
 HH0790.The horizontal coordinates were established by classical geodetic methods
 HH0790.and adjusted by the National Geodetic Survey in October 1998..
 HH0790
 HH0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0790
 HH0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0790
 HH0790.The geoid height was determined by GEOID03.
 HH0790
 HH0790;                    North         East     Units Scale Factor Converg.
 HH0790;SPC KS S     -   455,260.046   122,016.533   MT  1.00003146   -1 55 21.2
 HH0790;UTM  14      - 4,111,700.371   266,478.413   MT  1.00027182   -1 35 13.5
 HH0790
 HH0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0790!SPC KS S     -   0.99983713  x   1.00003146  =   0.99986859
 HH0790!UTM  14      -   0.99983713  x   1.00027182  =   1.00010891
 HH0790
 HH0790:                Primary Azimuth Mark                     Grid Az
 HH0790:SPC KS S     -  ROLLA MUN TANK                           227 01 35.3
 HH0790:UTM  14      -  ROLLA MUN TANK                           226 41 27.6
 HH0790
 HH0790|---------------------------------------------------------------------|
 HH0790| PID    Reference Object                     Distance      Geod. Az  |
 HH0790|                                                           dddmmss.s |
 HH0790| HH0788 ROLLA MUN TANK                      451.341 METERS 2250614.1 |
 HH0790|---------------------------------------------------------------------|
 HH0790
 HH0790                          SUPERSEDED SURVEY CONTROL
 HH0790
 HH0790  NAD 83(1997)-  37 07 21.14492(N)    101 37 42.65596(W) AD(       ) 2
 HH0790  NAD 83(1986)-  37 07 21.15250(N)    101 37 42.64563(W) AD(       ) 2
 HH0790  NAD 27      -  37 07 21.06004(N)    101 37 41.06762(W) AD(       ) 2
 HH0790  NGVD 29 (07/19/86) 1063.1    (m)         3488.     (f) VERT ANG       
 HH0790
 HH0790.Superseded values are not recommended for survey control.
 HH0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0790.See file dsdata.txt to determine how the superseded data were derived.
 HH0790
 HH0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG6647811700(NAD 83)
 HH0790_MARKER: DD = SURVEY DISK
 HH0790_SETTING: 0 = UNSPECIFIED SETTING
 HH0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HH0790
 HH0790  HISTORY     - Date     Condition        Report By
 HH0790  HISTORY     - 1972     MONUMENTED       USGS
 HH0790
 HH0790                          STATION DESCRIPTION
 HH0790
 HH0790'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0790'STATION IS AT ROLLA, ABOUT 1000 FT. N. OF QUARTER CORNER BETWEEN
 HH0790'SECS. 1. AND 2, T. 34 S., R. 40 W., ON TOP OF ROLLA COOP EQUITY
 HH0790'ELEVATOR.
 HH0790'
 HH0790'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 56 AND STATE HIGHWAY 51 AT
 HH0790'THE NE. CORNER OF ROLLA, GO ABOUT 500 FT. NW. TO ROLLA COOP EQUITY
 HH0790'ELEVATOR AND THE STATION ATOP THE HEADHOUSE.
 HH0790'
 HH0790'STATION MARK STAMPED ET ROLLA 1972 IS 8.40 FT. N. OF S. EDGE AND
 HH0790'8.27 FT. W. OF E. EDGE OF ROLLA COOP EQUITY ELEVATOR HEADHOUSE, 7.97
 HH0790'FT. WSW. (NORMAL) OF E. EDGE AND 7.97 FT. NNW. (NORMAL) OF S. EDGE
 HH0790'OF ROLLA COOP EQUITY ELEVATOR HEADHOUSE.
 HH0790'
 HH0790'MARK IS SET FLUSH ON TOP OF HEADHOUSE.
 HH0790'
 HH0790'HEIGHT OF INSTRUMENT 4.94 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0791 ***********************************************************************
 HH0791  DESIGNATION -  ROLLA COOP EQUITY ELEV
 HH0791  PID         -  HH0791
 HH0791  STATE/COUNTY-  KS/MORTON
 HH0791  USGS QUAD   -  ROLLA (1974)
 HH0791
 HH0791                         *CURRENT SURVEY CONTROL
 HH0791  ___________________________________________________________________
 HH0791* NAD 83(1997)-  37 07 21.15727(N)    101 37 42.77472(W)     ADJUSTED  
 HH0791* NAVD 88     -                                                        
 HH0791  ___________________________________________________________________
 HH0791  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 HH0791  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 HH0791
 HH0791  HORZ ORDER  -  THIRD
 HH0791
 HH0791.The horizontal coordinates were established by classical geodetic methods
 HH0791.and adjusted by the National Geodetic Survey in October 1998..
 HH0791
 HH0791
 HH0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0791
 HH0791.The geoid height was determined by GEOID03.
 HH0791
 HH0791;                    North         East     Units Scale Factor Converg.
 HH0791;SPC KS S     -   455,260.546   122,013.631   MT  1.00003146   -1 55 21.3
 HH0791;UTM  14      - 4,111,700.854   266,475.507   MT  1.00027184   -1 35 13.6
 HH0791
 HH0791                          SUPERSEDED SURVEY CONTROL
 HH0791
 HH0791  NAD 83(1997)-  37 07 21.15834(N)    101 37 42.77453(W) AD(       ) 4
 HH0791  NAD 83(1986)-  37 07 21.16569(N)    101 37 42.76296(W) AD(       ) 4
 HH0791  NAD 27      -  37 07 21.07291(N)    101 37 41.18282(W) AD(       ) 3
 HH0791
 HH0791.Superseded values are not recommended for survey control.
 HH0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0791.See file dsdata.txt to determine how the superseded data were derived.
 HH0791
 HH0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG6647611701(NAD 83)
 HH0791_MARKER: 65 = GRAIN ELEVATOR
 HH0791
 HH0791  HISTORY     - Date     Condition        Report By
 HH0791  HISTORY     - 1972     FIRST OBSERVED   USGS
 HH0791
 HH0791                          STATION DESCRIPTION
 HH0791
 HH0791'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0791'T. 34 S., R. 40 W., ABOUT 1000 FT. N. OF QUARTER CORNER BETWEEN SECS.
 HH0791'1 AND 2.
 HH0791'
 HH0791'ABOUT 500 FT. NW. OF INTERSECTION OF U. S. HIGHWAY 56 AND STATE
 HH0791'HIGHWAY 51 AT NE. CORNER OF ROLLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0788 ***********************************************************************
 HH0788  DESIGNATION -  ROLLA MUN TANK
 HH0788  PID         -  HH0788
 HH0788  STATE/COUNTY-  KS/MORTON
 HH0788  USGS QUAD   -  ROLLA (1974)
 HH0788
 HH0788                         *CURRENT SURVEY CONTROL
 HH0788  ___________________________________________________________________
 HH0788* NAD 83(1997)-  37 07 10.81026(N)    101 37 55.60786(W)     ADJUSTED  
 HH0788* NAVD 88     -                                                        
 HH0788  ___________________________________________________________________
 HH0788  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 HH0788  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 HH0788
 HH0788  HORZ ORDER  -  THIRD
 HH0788
 HH0788.The horizontal coordinates were established by classical geodetic methods
 HH0788.and adjusted by the National Geodetic Survey in October 1998..
 HH0788
 HH0788
 HH0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0788
 HH0788.The geoid height was determined by GEOID03.
 HH0788
 HH0788;                    North         East     Units Scale Factor Converg.
 HH0788;SPC KS S     -   454,952.375   121,686.290   MT  1.00003215   -1 55 29.2
 HH0788;UTM  14      - 4,111,390.697   266,149.898   MT  1.00027371   -1 35 20.9
 HH0788
 HH0788                          SUPERSEDED SURVEY CONTROL
 HH0788
 HH0788  NAD 83(1997)-  37 07 10.81118(N)    101 37 55.60690(W) AD(       ) 4
 HH0788  NAD 83(1986)-  37 07 10.81830(N)    101 37 55.59601(W) AD(       ) 4
 HH0788  NAD 27      -  37 07 10.72670(N)    101 37 54.01702(W) AD(       ) 3
 HH0788
 HH0788.Superseded values are not recommended for survey control.
 HH0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0788.See file dsdata.txt to determine how the superseded data were derived.
 HH0788
 HH0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG6615011391(NAD 83)
 HH0788_MARKER: 51 = TANK
 HH0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HH0788+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 HH0788
 HH0788  HISTORY     - Date     Condition        Report By
 HH0788  HISTORY     - 1972     FIRST OBSERVED   USGS
 HH0788  HISTORY     - 20040822 GOOD             USPSQD
 HH0788
 HH0788                          STATION DESCRIPTION
 HH0788
 HH0788'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0788'STATION IS NEAR CENTER OF BLOCK BOUNDED BY ADAMS STREET, THIRD
 HH0788'AVENUE, WASHINGTON STREET, AND FOURTH AVENUE IN ROLLA.
 HH0788'
 HH0788'NEAR CENTER OF E/2 OF SEC. 2, T. 34 S., R. 40 W.
 HH0788'
 HH0788'ERECTED IN 1930.
 HH0788
 HH0788                          STATION RECOVERY (2004)
 HH0788
 HH0788'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 HH0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1362 ***********************************************************************
 JF1362  DESIGNATION -  ROLLF
 JF1362  PID         -  JF1362
 JF1362  STATE/COUNTY-  KS/WABAUNSEE
 JF1362  USGS QUAD   -  ALTA VISTA SE (1971)
 JF1362
 JF1362                         *CURRENT SURVEY CONTROL
 JF1362  ___________________________________________________________________
 JF1362* NAD 83(1997)-  38 48 43.57212(N)    096 20 07.73002(W)     ADJUSTED  
 JF1362* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 JF1362  ___________________________________________________________________
 JF1362  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 JF1362  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 JF1362
 JF1362  HORZ ORDER  -  FIRST
 JF1362
 JF1362.The horizontal coordinates were established by classical geodetic methods
 JF1362.and adjusted by the National Geodetic Survey in October 1998..
 JF1362
 JF1362.The orthometric height was scaled from a topographic map.
 JF1362
 JF1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 JF1362
 JF1362.The geoid height was determined by GEOID03.
 JF1362
 JF1362;                    North         East     Units Scale Factor Converg.
 JF1362;SPC KS N     -    54,477.190   544,561.750   MT  0.99998597   +1 03 11.4
 JF1362;SPC KS S     -   640,307.417   587,993.418   MT  1.00005778   +1 19 48.6
 JF1362;UTM  14      - 4,299,298.874   731,352.455   MT  1.00025914   +1 40 14.8
 JF1362
 JF1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JF1362!SPC KS N     -   0.99993175  x   0.99998597  =   0.99991772
 JF1362!SPC KS S     -   0.99993175  x   1.00005778  =   0.99998953
 JF1362!UTM  14      -   0.99993175  x   1.00025914  =   1.00019088
 JF1362
 JF1362|---------------------------------------------------------------------|
 JF1362| PID    Reference Object                     Distance      Geod. Az  |
 JF1362|                                                           dddmmss.s |
 JF1362| CL6182 ROLLF RM 2                           24.635 METERS 26429     |
 JF1362| CL6180 ROLLF AZ MK                                        2670453.7 |
 JF1362| CL6181 ROLLF RM 1                           22.774 METERS 35810     |
 JF1362|---------------------------------------------------------------------|
 JF1362
 JF1362                          SUPERSEDED SURVEY CONTROL
 JF1362
 JF1362  NAD 83(1986)-  38 48 43.57920(N)    096 20 07.72918(W) AD(       ) 1
 JF1362  NAD 27      -  38 48 43.56551(N)    096 20 06.73807(W) AD(       ) 1
 JF1362
 JF1362.Superseded values are not recommended for survey control.
 JF1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1362.See file dsdata.txt to determine how the superseded data were derived.
 JF1362
 JF1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH3135299299(NAD 83)
 JF1362_MARKER: DS = TRIANGULATION STATION DISK
 JF1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1362
 JF1362  HISTORY     - Date     Condition        Report By
 JF1362  HISTORY     - 1956     MONUMENTED       CGS
 JF1362  HISTORY     - 1960     GOOD             CGS
 JF1362  HISTORY     - 1968     GOOD             CGS
 JF1362
 JF1362                          STATION DESCRIPTION
 JF1362
 JF1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 JF1362'THE STATION IS ABOUT 13 MILES NORTHEAST OF COUNCIL GROVE, ABOUT
 JF1362'12 MILES SOUTHWEST OF ESKRIDGE, ABOUT 9 MILES SOUTHEAST OF ALTA
 JF1362'VISTA, ON THE PROPERTY OF MR. DAVID ROLLF.  IT IS 32 FEET NORTH OF
 JF1362'THE CENTERLINE OF A GRAVELED ROAD, 33 FEET WEST OF THE CENTERLINE
 JF1362'OF A GRAVELED DRIVEWAY, 21 FEET SOUTH OF 12 INCH CEDAR TREE, 127
 JF1362'FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND 208 FEET
 JF1362'EAST OF A GRAVELED ROAD INTERSECTION.  THE MARK IS FLUSH AND
 JF1362'THE DISK IS STAMPED ROLLF 1956.
 JF1362'
 JF1362'TO REACH THE STATION FROM THE ALTA VISTA STATE BANK IN ALTA VISTA,
 JF1362'GO SOUTH ON STATE HIGHWAY 13 FOR 0.2 MILE TO A CROSS STREET.  TURN
 JF1362'LEFT AND GO EAST FOR 0.35 MILE TO A T ROAD.  TURN RIGHT AND GO
 JF1362'SOUTH ON THE GRAVELED ROAD FOR 0.5 MILE TO THE JUNCTION OF STATE
 JF1362'HIGHWAY 4.  TURN LEFT AND GO EAST ON HIGHWAY 4 FOR 3.8 MILES TO A
 JF1362'GRAVEL CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR
 JF1362'1.0 MILE TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE
 JF1362'GRAVELED ROAD FOR 1.9 MILES TO THE SECOND GRAVELED CROSSROAD.
 JF1362'TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR 1.9 MILES TO
 JF1362'ANOTHER GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE
 JF1362'GRAVELED ROAD FOR 0.9 MILE TO ANOTHER GRAVEL CROSSROAD.  CONTINUE
 JF1362'EAST ON A NARROWER GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK
 JF1362'ON THE RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.35 MILE TO A
 JF1362'GRAVELED CROSSROAD.  CONTINUE EAST ON THE GRAVELED ROAD FOR
 JF1362'0.05 MILE TO THE STATION ON THE LEFT.
 JF1362'
 JF1362'REFERENCE MARK 1 IS 53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JF1362'THE FRAME HOUSE, 40 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 JF1362'DRIVEWAY AND 11 FEET WEST OF A ROW OF CEDAR TREES.  THE MARK IS
 JF1362'FLUSH AND THE DISK IS STAMPED ROLLF NO 1 1956.
 JF1362'
 JF1362'REFERENCE MARK 2 IS 127 FEET EAST OF THE GRAVELED ROAD INTERSECTION
 JF1362'AND 22 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD.  THE MARK
 JF1362'IS FLUSH AND THE DISK IS STAMPED ROLLF NO 2 1956.
 JF1362'
 JF1362'THE AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 JF1362'ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 JF1362'FENCE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ROLLF
 JF1362'1956.
 JF1362'
 JF1362'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 JF1362
 JF1362                          STATION RECOVERY (1960)
 JF1362
 JF1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 JF1362'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 JF1362'CONDITION.
 JF1362
 JF1362                          STATION RECOVERY (1968)
 JF1362
 JF1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JF1362'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARKNO. 2, AND
 JF1362'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND
 JF1362'IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JF1362'RECOVERY.
 JF1362'
 JF1362'A METAL WITNESS POST WAS SET 2 FEET WEST OF THE AZIMUTH MARK.
 JF1362'
 JF1362'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 12 MILES
 JF1362'SOUTHWEST OF ESKRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1340 ***********************************************************************
 HF1340  DESIGNATION -  ROME
 HF1340  PID         -  HF1340
 HF1340  STATE/COUNTY-  KS/SUMNER
 HF1340  USGS QUAD   -  ROME (1965)
 HF1340
 HF1340                         *CURRENT SURVEY CONTROL
 HF1340  ___________________________________________________________________
 HF1340* NAD 83(1997)-  37 08 39.58481(N)    097 23 11.50594(W)     ADJUSTED  
 HF1340* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 HF1340  ___________________________________________________________________
 HF1340  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HF1340  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF1340
 HF1340  HORZ ORDER  -  THIRD
 HF1340
 HF1340.The horizontal coordinates were established by classical geodetic methods
 HF1340.and adjusted by the National Geodetic Survey in October 1998..
 HF1340
 HF1340.The orthometric height was scaled from a topographic map.
 HF1340
 HF1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1340
 HF1340.The geoid height was determined by GEOID03.
 HF1340
 HF1340;                    North         East     Units Scale Factor Converg.
 HF1340;SPC KS S     -   453,604.674   498,924.482   MT  1.00002630   +0 41 03.3
 HF1340;UTM  14      - 4,112,101.926   643,293.645   MT  0.99985294   +0 58 27.9
 HF1340
 HF1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1340!SPC KS S     -   0.99994547  x   1.00002630  =   0.99997177
 HF1340!UTM  14      -   0.99994547  x   0.99985294  =   0.99979842
 HF1340
 HF1340:                Primary Azimuth Mark                     Grid Az
 HF1340:SPC KS S     -  ROME AZ MK                               031 34 35.7
 HF1340:UTM  14      -  ROME AZ MK                               031 17 11.1
 HF1340
 HF1340|---------------------------------------------------------------------|
 HF1340| PID    Reference Object                     Distance      Geod. Az  |
 HF1340|                                                           dddmmss.s |
 HF1340| CL6183 ROME AZ MK                                         0321539.0 |
 HF1340| CL6184 ROME RM 1                            19.655 METERS 03922     |
 HF1340| HF1336 SOUTH HAVEN MUNICIPAL TANK          APPROX.10.8 KM 1871134.7 |
 HF1340| CL6185 ROME RM 2                            18.285 METERS 32148     |
 HF1340| HF1341 ROME GRAIN ELEVATOR                 APPROX. 1.8 KM 3431621.5 |
 HF1340| HF1355 WELLINGTON MUNICIPAL TANK           APPROX.14.5 KM 3575307.4 |
 HF1340|---------------------------------------------------------------------|
 HF1340
 HF1340                          SUPERSEDED SURVEY CONTROL
 HF1340
 HF1340  NAD 83(1997)-  37 08 39.58751(N)    097 23 11.50270(W) AD(       ) 3
 HF1340  NAD 83(1986)-  37 08 39.59493(N)    097 23 11.49695(W) AD(       ) 3
 HF1340  NAD 27      -  37 08 39.51020(N)    097 23 10.33598(W) AD(       ) 3
 HF1340
 HF1340.Superseded values are not recommended for survey control.
 HF1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1340.See file dsdata.txt to determine how the superseded data were derived.
 HF1340
 HF1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4329412102(NAD 83)
 HF1340_MARKER: DS = TRIANGULATION STATION DISK
 HF1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1340
 HF1340  HISTORY     - Date     Condition        Report By
 HF1340  HISTORY     - 1957     MONUMENTED       CGS
 HF1340
 HF1340                          STATION DESCRIPTION
 HF1340
 HF1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1340'STATION IS LOCATED AT THE FARM HOME OF HARRY H. HUNT, 1 MILE
 HF1340'SOUTH AND 1/4 MILE EAST OF ROME, IN THE NORTHEAST 1/4 OF
 HF1340'SECTION 35, T 33 S, R 1 W.
 HF1340'
 HF1340'REACHED FROM THE MIDWAY GROCERY STORE ON U. S. HIGHWAY 81,
 HF1340'1/2 MILE WEST OF ROME, BY GOING SOUTH ON U. S. HIGHWAY 81
 HF1340'FOR 1.0 MILE TO A CROSSROADS, TURN LEFT AND GO EAST ON GRAVELED
 HF1340'ROAD FOR 0.85 MILE TO THE FARM HOUSE AND THE STATION ON
 HF1340'THE RIGHT.
 HF1340'
 HF1340'AZIMUTH MARK IS REACHED FROM THE STATION BY GOING EAST FOR
 HF1340'0.15 MILE TO A CROSSROADS, TURN LEFT AND GO NORTH FOR 0.2
 HF1340'MILE TO THE FARM HOUSE OF JOHN THEURER ON THE LEFT AND THE
 HF1340'AZIMUTH MARK ON THE RIGHT.
 HF1340'
 HF1340'STATION MARKS ARE STANDARD DISKS, STAMPED ROME 1957.  SURFACE
 HF1340'MARK IS SET IN A 12-INCH SQUARE CONCRETE POST FLUSH WITH
 HF1340'THE GROUND.  IT IS 66.5 FEET NORTHWEST OF THE NORTHWEST
 HF1340'CORNER OF THE HOUSE, 50 FEET SOUTH OF A TRANSFORMER POLE,
 HF1340'51 FEET EAST OF THE CENTER OF A DRIVEWAY, 29 FEET SOUTH OF
 HF1340'AN EAST-WEST GRAVELED ROAD AND 2 FEET NORTH OF A YARD FENCE.
 HF1340'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET EAST OF THE
 HF1340'MARK.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 HF1340'OF CONCRETE 34 INCHES BELOW THE GROUND SURFACE.
 HF1340'
 HF1340'REFERENCE MARK 1 IS 29 FEET EAST OF THE TRANSFORMER POLE,
 HF1340'20 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT
 HF1340'SOUTH OF AN EAST-WEST RIGHT-OF-WAY FENCE.  IT IS A STANDARD
 HF1340'DISK, STAMPED ROME NO 1 1957, SET IN A 9-INCH SQUARE CONCRETE
 HF1340'POST PROJECTING 5 INCHES.
 HF1340'
 HF1340'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROME NO 2 1957,
 HF1340'SET IN A 9-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.
 HF1340'IT IS 48 FEET WEST OF THE TRANSFORMER POLE, 20 FEET NORTH
 HF1340'OF THE ROAD AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 HF1340'
 HF1340'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROME 1957, SET IN A
 HF1340'10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS
 HF1340'179.8 FEET EAST OF THE SOUTHEAST CORNER OF THE THEURER FARM
 HF1340'HOUSE, 25 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 1
 HF1340'FOOT WEST OF A NORTH-SOUTH RIGHT-OF-WAY FENCE.  A 4 IN X
 HF1340'4 IN WHITE WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1341 ***********************************************************************
 HF1341  DESIGNATION -  ROME GRAIN ELEVATOR
 HF1341  PID         -  HF1341
 HF1341  STATE/COUNTY-  KS/SUMNER
 HF1341  USGS QUAD   -  ROME (1965)
 HF1341
 HF1341                         *CURRENT SURVEY CONTROL
 HF1341  ___________________________________________________________________
 HF1341* NAD 83(1997)-  37 09 35.95814(N)    097 23 32.67418(W)     ADJUSTED  
 HF1341* NAVD 88     -                                                        
 HF1341  ___________________________________________________________________
 HF1341  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 HF1341  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF1341
 HF1341  HORZ ORDER  -  THIRD
 HF1341
 HF1341.The horizontal coordinates were established by classical geodetic methods
 HF1341.and adjusted by the National Geodetic Survey in October 1998..
 HF1341
 HF1341
 HF1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1341
 HF1341.The geoid height was determined by GEOID03.
 HF1341
 HF1341;                    North         East     Units Scale Factor Converg.
 HF1341;SPC KS S     -   455,336.244   498,381.456   MT  1.00002268   +0 40 50.3
 HF1341;UTM  14      - 4,113,830.423   642,741.947   MT  0.99985100   +0 58 16.4
 HF1341
 HF1341                          SUPERSEDED SURVEY CONTROL
 HF1341
 HF1341  NAD 83(1997)-  37 09 35.96011(N)    097 23 32.67055(W) AD(       ) 4
 HF1341  NAD 83(1986)-  37 09 35.96724(N)    097 23 32.66493(W) AD(       ) 4
 HF1341  NAD 27      -  37 09 35.87982(N)    097 23 31.50333(W) AD(       ) 3
 HF1341
 HF1341.Superseded values are not recommended for survey control.
 HF1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1341.See file dsdata.txt to determine how the superseded data were derived.
 HF1341
 HF1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4274213830(NAD 83)
 HF1341_MARKER: 65 = GRAIN ELEVATOR
 HF1341
 HF1341  HISTORY     - Date     Condition        Report By
 HF1341  HISTORY     - 1957     FIRST OBSERVED   CGS
 HF1341  HISTORY     - 1962     GOOD             CGS
 HF1341
 HF1341                          STATION DESCRIPTION
 HF1341
 HF1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (OSR)
 HF1341'STATION IS THE CENTER OF THE TOP.  LOCATED IN THE SMALL
 HF1341'VILLAGE OF ROME AND 0.15 MILE WEST OF U. S. HIGHWAY 177.
 HF1341'IT IS A CONCRETE STRUCTURE, CREAM IN COLOR AND ABOUT 160
 HF1341'FEET HIGH.
 HF1341
 HF1341                          STATION RECOVERY (1962)
 HF1341
 HF1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF1341'THE STATION IS THE VENTILATOR ATOP THE HEADHOUSE OF THE ELEVATOR
 HF1341'WHICH IS IN THE SMALL VILLAGE OF ROME.
 HF1341'
 HF1341'THE ELEVATOR IS OWNED BY MC DANIEL WAPLES INC. AND THE
 HF1341'OVERALL HEIGHT IS 140 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0774 ***********************************************************************
 KH0774  DESIGNATION -  ROMP
 KH0774  PID         -  KH0774
 KH0774  STATE/COUNTY-  KS/SHERIDAN
 KH0774  USGS QUAD   -  SEGUIN (1979)
 KH0774
 KH0774                         *CURRENT SURVEY CONTROL
 KH0774  ___________________________________________________________________
 KH0774* NAD 83(1997)-  39 21 02.01018(N)    100 31 04.42819(W)     ADJUSTED  
 KH0774* NAVD 88     -       864.     (meters)    2835.     (feet)  SCALED    
 KH0774  ___________________________________________________________________
 KH0774  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 KH0774  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 KH0774
 KH0774  HORZ ORDER  -  THIRD
 KH0774
 KH0774.The horizontal coordinates were established by classical geodetic methods
 KH0774.and adjusted by the National Geodetic Survey in October 1998..
 KH0774
 KH0774.The orthometric height was scaled from a topographic map.
 KH0774
 KH0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0774
 KH0774.The geoid height was determined by GEOID03.
 KH0774
 KH0774;                    North         East     Units Scale Factor Converg.
 KH0774;SPC KS N     -   115,941.145   183,001.048   MT  0.99995836   -1 35 35.2
 KH0774;UTM  14      - 4,356,778.225   369,210.671   MT  0.99981062   -0 57 45.3
 KH0774
 KH0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0774!SPC KS N     -   0.99986834  x   0.99995836  =   0.99982670
 KH0774!UTM  14      -   0.99986834  x   0.99981062  =   0.99967898
 KH0774
 KH0774:                Primary Azimuth Mark                     Grid Az
 KH0774:SPC KS N     -  HOXIE MUNICIPAL TANK                     085 55 54.2
 KH0774:UTM  14      -  HOXIE MUNICIPAL TANK                     085 18 04.3
 KH0774
 KH0774|---------------------------------------------------------------------|
 KH0774| PID    Reference Object                     Distance      Geod. Az  |
 KH0774|                                                           dddmmss.s |
 KH0774| KH0768 HOXIE MUNICIPAL TANK                APPROX. 6.3 KM 0842019.0 |
 KH0774| CN9620 ROMP RM 1                            14.658 METERS 08651     |
 KH0774| KH0771 HOXIE CEN KAN PWR LT CO RAD TR      APPROX. 6.9 KM 1031247.3 |
 KH0774| CN9619 ROMP AZ MK                                         1632642.3 |
 KH0774| CN9621 ROMP RM 2                             9.815 METERS 17238     |
 KH0774|---------------------------------------------------------------------|
 KH0774
 KH0774                          SUPERSEDED SURVEY CONTROL
 KH0774
 KH0774  NAD 83(1986)-  39 21 02.01393(N)    100 31 04.43079(W) AD(       ) 3
 KH0774  NAD 27      -  39 21 01.99600(N)    100 31 02.91900(W) AD(       ) 3
 KH0774
 KH0774.Superseded values are not recommended for survey control.
 KH0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0774.See file dsdata.txt to determine how the superseded data were derived.
 KH0774
 KH0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLJ6921156778(NAD 83)
 KH0774_MARKER: DS = TRIANGULATION STATION DISK
 KH0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0774
 KH0774  HISTORY     - Date     Condition        Report By
 KH0774  HISTORY     - 1950     MONUMENTED       CGS
 KH0774
 KH0774                          STATION DESCRIPTION
 KH0774
 KH0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KH0774'THE STATION IS LOCATED ABOUT 4.0 MILES WEST OF HOXIE.  IT IS 69
 KH0774'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 24, 7 FEET SOUTH-SOUTHEAST
 KH0774'OF A FENCE CORNER AND 4 FEET SOUTHEAST OF A WITNESS POST.  IT IS
 KH0774'STAMPED ROMP 1950 AND IS FLUSH WITH THE GROUND SURFACE.
 KH0774'
 KH0774'REFERENCE MARK NO. 1 IS IN AN EAST-WEST FENCE LINE.  IT IS
 KH0774'STAMPED ROMP NO 1 1950 AND PROJECTS 4 INCHES.
 KH0774'
 KH0774'REFERENCE MARK NO. 2 IS 37 FEET NORTH OF THE CENTER OF U.S.
 KH0774'HIGHWAY 24 AND 17 FEET WEST OF DOUBLE TELEPHONE POLES.  IT IS
 KH0774'STAMPED ROMP NO 2 1950 AND PROJECTS 6 INCHES.
 KH0774'
 KH0774'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 55.85 FEET.
 KH0774'
 KH0774'THE AZIMUTH MARK IS IN FENCE LINE, 80 FEET WEST OF THE CENTER
 KH0774'OF A DIRT ROAD AND 1 FOOT NORTH OF A TELEPHONE POLE AND WITNESS
 KH0774'POST.  IT IS STAMPED ROMP 1950 AND PROJECTS 4 INCHES.
 KH0774'
 KH0774'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KH0774'STATE HIGHWAY 23 JUST NORTH OF THE POST OFFICE IN HOXIE, GO
 KH0774'WEST ON U.S. HIGHWAY 24 FOR 3.8 MILES TO A T ROAD LEFT.  (TURN
 KH0774'LEFT AND GO SOUTH ON DIRT ROAD FOR 0.25 MILE TO AZIMUTH MARK
 KH0774'ON RIGHT AS DESCRIBED.) CONTINUE WEST FOR 0.1 MILE TO STATION
 KH0774'ON RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF1300 ***********************************************************************
 HF1300  DESIGNATION -  ROSE
 HF1300  PID         -  HF1300
 HF1300  STATE/COUNTY-  KS/BUTLER
 HF1300  USGS QUAD   -  MULVANE (1955)
 HF1300
 HF1300                         *CURRENT SURVEY CONTROL
 HF1300  ___________________________________________________________________
 HF1300* NAD 83(1997)-  37 29 50.79289(N)    097 08 06.86164(W)     ADJUSTED  
 HF1300* NAVD 88     -       391.     (meters)    1283.     (feet)  SCALED    
 HF1300  ___________________________________________________________________
 HF1300  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 HF1300  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 HF1300
 HF1300  HORZ ORDER  -  THIRD
 HF1300
 HF1300.The horizontal coordinates were established by classical geodetic methods
 HF1300.and adjusted by the National Geodetic Survey in October 1998..
 HF1300
 HF1300.The orthometric height was scaled from a topographic map.
 HF1300
 HF1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF1300
 HF1300.The geoid height was determined by GEOID03.
 HF1300
 HF1300;                    North         East     Units Scale Factor Converg.
 HF1300;SPC KS S     -   493,086.659   520,674.865   MT  0.99996265   +0 50 19.3
 HF1300;UTM  14      - 4,151,690.809   664,839.562   MT  0.99993470   +1 08 07.4
 HF1300
 HF1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF1300!SPC KS S     -   0.99994315  x   0.99996265  =   0.99990581
 HF1300!UTM  14      -   0.99994315  x   0.99993470  =   0.99987786
 HF1300
 HF1300:                Primary Azimuth Mark                     Grid Az
 HF1300:SPC KS S     -  ROSE AZ MK                               179 52 34.5
 HF1300:UTM  14      -  ROSE AZ MK                               179 34 46.4
 HF1300
 HF1300|---------------------------------------------------------------------|
 HF1300| PID    Reference Object                     Distance      Geod. Az  |
 HF1300|                                                           dddmmss.s |
 HF1300| CL6190 ROSE AZ MK                                         1804253.8 |
 HF1300| CL6191 ROSE RM 1                             7.246 METERS 18140     |
 HF1300| CL6192 ROSE RM 2                            24.831 METERS 26314     |
 HF1300|---------------------------------------------------------------------|
 HF1300
 HF1300                          SUPERSEDED SURVEY CONTROL
 HF1300
 HF1300  NAD 83(1997)-  37 29 50.79790(N)    097 08 06.85399(W) AD(       ) 3
 HF1300  NAD 83(1986)-  37 29 50.80461(N)    097 08 06.85484(W) AD(       ) 3
 HF1300  NAD 27      -  37 29 50.73275(N)    097 08 05.71041(W) AD(       ) 3
 HF1300
 HF1300.Superseded values are not recommended for survey control.
 HF1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF1300.See file dsdata.txt to determine how the superseded data were derived.
 HF1300
 HF1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG6484051691(NAD 83)
 HF1300_MARKER: DS = TRIANGULATION STATION DISK
 HF1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF1300
 HF1300  HISTORY     - Date     Condition        Report By
 HF1300  HISTORY     - 1957     MONUMENTED       CGS
 HF1300  HISTORY     - 19811001 MARK NOT FOUND   USGS
 HF1300
 HF1300                          STATION DESCRIPTION
 HF1300
 HF1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRH)
 HF1300'STATION IS LOCATED, AIRLINE, ABOUT 8 MILES NORTH OF UDALL, 6
 HF1300'MILES EAST NORTHEAST OF MULVANE, 1 MILE EAST OF THE
 HF1300'SEDGWICK-BUTLER COUNTY LINE AND ON THE EAST RIGHT-OF-WAY OF A
 HF1300'NORTH-SOUTH SURFACED ROAD.
 HF1300'
 HF1300'STATION IS REACHED AS FOLLOWS- FROM THE JUNCTION OF STATE
 HF1300'HIGHWAYS 15 AND 55 AT THE NORTHEAST EDGE OF UDALL, GO
 HF1300'NORTHWESTERLY ON STATE HIGHWAY 15 FOR 1.6 MILES TO A DIAGONAL
 HF1300'CROSSROAD, TURN RIGHT, NORTH, ON A SURFACED ROAD, AND GO 4.4
 HF1300'MILES TO A CROSSROAD AT THE COWLEY-BUTLER COUNTY LINE, CONTINUE
 HF1300'STRAIGHT AHEAD, NORTH, FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 HF1300'LEFT, CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO THE STATION ON THE
 HF1300'RIGHT IN A GAP IN THE HEDGE ROW.
 HF1300'
 HF1300'STATION MARK, STAMPED ROSE 1957, IS A STANDARD DISK SET IN THE
 HF1300'TOP OF A 10 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 HF1300'IT IS 31.8 FEET EAST OF THE CENTERLINE OF THE ROAD AND 4.6 FEET
 HF1300'SOUTH OF A WITNESS POST.
 HF1300'
 HF1300'REFERENCE MARK NUMBER 1, STAMPED ROSE NO 1 1957, IS A STANDARD
 HF1300'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1300'PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 HF1300'IT IS 31.8 FEET EAST OF THE CENTERLINE OF THE ROAD AND 1.5 FEET
 HF1300'WEST OF A HEDGEROW.
 HF1300'
 HF1300'REFERENCE MARK NUMBER 2, STAMPED ROSE NO 2 1957, IS A STANDARD
 HF1300'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HF1300'PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 HF1300'IT IS AT THE EAST END OF AN EAST-WEST HEDGEROW AND 49.6 FEET WEST
 HF1300'OF THE CENTERLINE OF THE ROAD.
 HF1300'
 HF1300'AZIMUTH MARK, STAMPED ROSE 1957, IS A STANDARD DISK SET IN THE
 HF1300'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 HF1300'IT IS 22.0 FEET WEST OF THE CENTERLINE OF THE ROAD, 4.0 FEET
 HF1300'EAST OF A FENCE LINE AND 2.0 FEET NORTH OF A POWER LINE POLE
 HF1300'WITH A TRANSFORMER.
 HF1300'
 HF1300'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HF1300
 HF1300                          STATION RECOVERY (1981)
 HF1300
 HF1300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (JTF)
 HF1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1088 ***********************************************************************
 HE1088  DESIGNATION -  ROSE
 HE1088  PID         -  HE1088
 HE1088  STATE/COUNTY-  KS/CHEROKEE
 HE1088  USGS QUAD   -  MELROSE (1974)
 HE1088
 HE1088                         *CURRENT SURVEY CONTROL
 HE1088  ___________________________________________________________________
 HE1088* NAD 83(1997)-  37 01 53.50513(N)    094 54 29.39151(W)     ADJUSTED  
 HE1088* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 HE1088  ___________________________________________________________________
 HE1088  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 HE1088  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 HE1088
 HE1088  HORZ ORDER  -  SECOND
 HE1088
 HE1088.The horizontal coordinates were established by classical geodetic methods
 HE1088.and adjusted by the National Geodetic Survey in October 1998..
 HE1088
 HE1088.The orthometric height was scaled from a topographic map.
 HE1088
 HE1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1088
 HE1088.The geoid height was determined by GEOID03.
 HE1088
 HE1088;                    North         East     Units Scale Factor Converg.
 HE1088;SPC KS S     -   446,650.451   719,521.620   MT  1.00005453   +2 12 26.2
 HE1088;SPC OK N     -   229,797.563   875,065.537   MT  1.00005906   +1 49 28.7
 HE1088;SPC OK N     -   753,927.50  2,870,944.18   sFT  1.00005906   +1 49 28.7
 HE1088;UTM  15      - 4,100,072.438   330,280.476   MT  0.99995485   -1 08 58.1
 HE1088
 HE1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1088!SPC KS S     -   0.99996414  x   1.00005453  =   1.00001867
 HE1088!SPC OK N     -   0.99996414  x   1.00005906  =   1.00002320
 HE1088!UTM  15      -   0.99996414  x   0.99995485  =   0.99991899
 HE1088
 HE1088:                Primary Azimuth Mark                     Grid Az
 HE1088:SPC KS S     -  ROSE AZ MK                               086 58 33.6
 HE1088:SPC OK N     -  ROSE AZ MK                               087 21 31.1
 HE1088:UTM  15      -  ROSE AZ MK                               090 19 57.9
 HE1088
 HE1088|---------------------------------------------------------------------|
 HE1088| PID    Reference Object                     Distance      Geod. Az  |
 HE1088|                                                           dddmmss.s |
 HE1088| CN7013 ROSE AZ MK                                         0891059.8 |
 HE1088| CN7014 ROSE RM 1                            21.933 METERS 27006     |
 HE1088| CN7015 ROSE RM 2                            36.308 METERS 35438     |
 HE1088|---------------------------------------------------------------------|
 HE1088
 HE1088                          SUPERSEDED SURVEY CONTROL
 HE1088
 HE1088  NAD 83(1997)-  37 01 53.50949(N)    094 54 29.39263(W) AD(       ) 2
 HE1088  NAD 83(1986)-  37 01 53.52170(N)    094 54 29.38334(W) AD(       ) 2
 HE1088  NAD 27      -  37 01 53.27675(N)    094 54 28.56079(W) AD(       ) 2
 HE1088
 HE1088.Superseded values are not recommended for survey control.
 HE1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1088.See file dsdata.txt to determine how the superseded data were derived.
 HE1088
 HE1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB3028000072(NAD 83)
 HE1088_MARKER: DS = TRIANGULATION STATION DISK
 HE1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1088
 HE1088  HISTORY     - Date     Condition        Report By
 HE1088  HISTORY     - 1961     MONUMENTED       CGS
 HE1088  HISTORY     - 1964     GOOD             CGS
 HE1088
 HE1088                          STATION DESCRIPTION
 HE1088
 HE1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 HE1088'ABOUT 10 MILES WEST OF BAXTER SPRINGS, ABOUT 3 MILES EAST
 HE1088'OF MELROSE AND ON THE HIGHWAY RIGHT-OF-WAY.  IT IS 3 FEET
 HE1088'NORTHWEST OF A WITNESS POST, 4 FEET EAST OF A POWER POLE
 HE1088'AND 59 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 166.
 HE1088'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ROSE 1961.
 HE1088'
 HE1088'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 66 AND 166
 HE1088'IN BAXTER SPRINGS, GO WEST ON HIGHWAY 166 FOR 5.7 MILES TO
 HE1088'THE JUNCTION WITH U.S. HIGHWAY 69.  CONTINUE WEST ON U.S.
 HE1088'HIGHWAY 166 FOR 3.25 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 HE1088'CONTINUE WEST ON HIGHWAY 166 FOR 1.0 MILE TO THE STATION
 HE1088'ON THE LEFT.
 HE1088'
 HE1088'REFERENCE MARK 1 IS 59 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 HE1088'166, 68 FEET WEST OF THE POWER POLE AND 75 FEET WEST
 HE1088'OF THE WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK
 HE1088'IS STAMPED ROSE NO 1 1961.
 HE1088'
 HE1088'REFERENCE MARK 2 IS 2 FEET EAST OF A TELEPHONE POLE, 60
 HE1088'FEET NORTH OF THE CENTERLINE OF HIGHWAY 166 AND 120 FEET
 HE1088'NORTH OF THE WITNESS POST.  THE MONUMENT PROJECTS 3 INCHES
 HE1088'AND THE DISK IS STAMPED ROSE NO 2 1961.
 HE1088'
 HE1088'THE AZIMUTH MARK IS 2 FEET WEST OF A TELEPHONE POLE, 3 FEET
 HE1088'NORTHWEST OF A WITNESS POST AND 61 FEET NORTH OF THE CENTERLINE
 HE1088'OF HIGHWAY 166.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK
 HE1088'IS STAMPED ROSE 1961.
 HE1088'
 HE1088'NO PICTURE POINT AVAILABLE.
 HE1088'
 HE1088'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HE1088
 HE1088                          STATION RECOVERY (1964)
 HE1088
 HE1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JKW)
 HE1088'THE STATION MARK, R.M. 1, R.M. 2 AND THE AZIMUTH MARK WERE
 HE1088'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO THE R.M. S WERE
 HE1088'VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 HE1088'FOLLOWING EXCEPTIONS, THE TELEPHONE POLE BY THE AZIMUTH MARK
 HE1088'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0917 ***********************************************************************
 KF0917  DESIGNATION -  ROSE
 KF0917  PID         -  KF0917
 KF0917  STATE/COUNTY-  KS/REPUBLIC
 KF0917  USGS QUAD   -  MUNDEN (1968)
 KF0917
 KF0917                         *CURRENT SURVEY CONTROL
 KF0917  ___________________________________________________________________
 KF0917* NAD 83(1997)-  39 57 27.07744(N)    097 32 13.30875(W)     ADJUSTED  
 KF0917* NAVD 88     -       488.     (meters)    1601.     (feet)  SCALED    
 KF0917  ___________________________________________________________________
 KF0917  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 KF0917  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 KF0917
 KF0917  HORZ ORDER  -  THIRD
 KF0917
 KF0917.The horizontal coordinates were established by classical geodetic methods
 KF0917.and adjusted by the National Geodetic Survey in October 1998..
 KF0917
 KF0917.The orthometric height was scaled from a topographic map.
 KF0917
 KF0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 KF0917
 KF0917.The geoid height was determined by GEOID03.
 KF0917
 KF0917;                    North         East     Units Scale Factor Converg.
 KF0917;SPC KS N     -   180,414.221   439,560.392   MT  1.00003290   +0 17 34.5
 KF0917;SPC NE       -    16,787.088   710,428.390   MT  1.00001946   +1 37 55.9
 KF0917;UTM  14      - 4,424,067.208   624,958.416   MT  0.99979223   +0 56 22.8
 KF0917
 KF0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KF0917!SPC KS N     -   0.99992760  x   1.00003290  =   0.99996050
 KF0917!SPC NE       -   0.99992760  x   1.00001946  =   0.99994706
 KF0917!UTM  14      -   0.99992760  x   0.99979223  =   0.99971985
 KF0917
 KF0917|---------------------------------------------------------------------|
 KF0917| PID    Reference Object                     Distance      Geod. Az  |
 KF0917|                                                           dddmmss.s |
 KF0917| CN9623 ROSE RM 1                            19.236 METERS 00419     |
 KF0917| CN9625 ROSE RM 3                            16.416 METERS 09000     |
 KF0917| CN9622 ROSE AZ MK                                         0900859.7 |
 KF0917| KF0918 MUNDEN MUNICIPAL TANK               APPROX. 4.8 KM 1815920.8 |
 KF0917| CN9624 ROSE RM 2                            49.112 METERS 26716     |
 KF0917|---------------------------------------------------------------------|
 KF0917
 KF0917                          SUPERSEDED SURVEY CONTROL
 KF0917
 KF0917  NAD 83(1997)-  39 57 27.07795(N)    097 32 13.30933(W) AD(       ) 3
 KF0917  NAD 83(1986)-  39 57 27.08277(N)    097 32 13.30884(W) AD(       ) 3
 KF0917  NAD 27      -  39 57 27.05600(N)    097 32 12.16900(W) AD(       ) 3
 KF0917
 KF0917.Superseded values are not recommended for survey control.
 KF0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0917.See file dsdata.txt to determine how the superseded data were derived.
 KF0917
 KF0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPK2495824067(NAD 83)
 KF0917_MARKER: DS = TRIANGULATION STATION DISK
 KF0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KF0917
 KF0917  HISTORY     - Date     Condition        Report By
 KF0917  HISTORY     - 1950     MONUMENTED       CGS
 KF0917  HISTORY     - 1963     GOOD             CGS
 KF0917  HISTORY     - 1966     GOOD             CGS
 KF0917
 KF0917                          STATION DESCRIPTION
 KF0917
 KF0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KF0917'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF MUNDEN IN THE
 KF0917'SOUTHEAST CORNER OF THE ROSE CREEK SCHOOL YARD AND ON THE NORTH
 KF0917'SIDE OF GRADED ROAD.  IT IS ABOUT 225 FEET SOUTHEAST OF THE
 KF0917'SOUTHEAST CORNER OF THE ROSE CREEK SCHOOL HOUSE, 33 FEET NORTH
 KF0917'OF THE CENTER OF EAST-WEST GRADED ROAD AND 5-1/2 FEET WEST OF
 KF0917'FENCE CORNER.  IT IS STAMPED ROSE 1950 AND PROJECTS 2 INCHES.
 KF0917'
 KF0917'REFERENCE MARK NO 1 IS NORTH OF THE STATION, ABOUT 160 FEET
 KF0917'SOUTHEAST OF THE SOUTHEAST CORNER OF SCHOOL HOUSE AND 1 FOOT
 KF0917'WEST OF NORTH-SOUTH FENCE LINE.  IT IS STAMPED ROSE NO 1 1950 AND
 KF0917'PROJECTS 3 INCHES.
 KF0917'
 KF0917'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET IN THE SOUTHWEST
 KF0917'CORNER OF THE SCHOOL YARD, 30 FEET NORTH OF THE CENTER OF GRADED
 KF0917'ROAD, 40 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD AND 3
 KF0917'FEET EAST OF TELEPHONE POLE.  IT IS STAMPED ROSE NO 2 1950 AND
 KF0917'PROJECTS 2 INCHES.
 KF0917'
 KF0917'THE DISTANCE BETWEEN R.M. NO 1 AND R.M. NO 2 IS 180.08 FEET.
 KF0917'
 KF0917'THE AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, 30 FEET
 KF0917'SOUTH OF THE CENTER OF EAST-WEST GRADED ROAD AND 2 FEET WEST OF
 KF0917'WITNESS POST.  IT IS STAMPED ROSE 1950 AND PROJECTS 3 INCHES.
 KF0917'TO REACH FROM THE STATION, GO EAST ON GRADED ROAD FOR 0.4 MILE TO
 KF0917'THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 KF0917'
 KF0917'TO REACH THE STATION FROM THE MAIN CROSS STREET IN MUNDEN, GO
 KF0917'NORTH ON GRADED ROAD FOR 3.05 MILES TO CROSSROAD AND SCHOOL
 KF0917'HOUSE IN NORTHEAST ANGLE AND STATION IN THE SOUTHEAST CORNER OF
 KF0917'SCHOOL YARD AS DESCRIBED.
 KF0917'
 KF0917'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KF0917
 KF0917                          STATION RECOVERY (1963)
 KF0917
 KF0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 KF0917'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KF0917'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK WHICH WAS LEFT
 KF0917'EXPOSED ON ONE SIDE.  THE MARK WAS SOLID IN THE GROUND, SO THE
 KF0917'GROUND WAS LEVELED OFF AND A NEW STEEL WITNESS POST WITH A SIGN
 KF0917'WAS PLACED 1 FOOT EAST OF THE AZIMUTH MARK, WHICH PROJECTS 10
 KF0917'INCHES AND IS STAMPED ROSE 1950.  THE SCHOOLHOUSE HAS BEEN
 KF0917'REMOVED AND THE GROUND IS BEING CULTIVATED WHICH LEAVES REFERENCE
 KF0917'MARK NO.  1 OUT IN THE FIELD.  WHEN THE CROP IS HARVESTED, THIS
 KF0917'REFERENCE MARK WILL BE MOVED.  THERE IS A STEEL WITNESS POST 1
 KF0917'FOOT WEST OF THE STATION MARK WHICH IS 1 INCH BELOW THE SURFACE
 KF0917'OF THE GROUND.
 KF0917
 KF0917                          STATION RECOVERY (1966)
 KF0917
 KF0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KF0917'THE STATION MARK, REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 KF0917'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS IN A CULTIVATED FIELD
 KF0917'AND THIS MARK WAS MOVED TO A NEW LOCATION.  THE AZIMUTH MARK WAS
 KF0917'RECOVERED AND THE MARK PROJECTS 14 INCHES, THE MARK SEEM TO BE
 KF0917'SOLID BUT THE DIRECTION BETWEEN THE MUNDEN MUN. WATER TANK 1950
 KF0917'AND THE AZIMUTH MARK FAILED TO CHECK BY 22.9 SECONDS.  THE
 KF0917'DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED BUT THE DISTANCE
 KF0917'FAILED TO CHECK BY 0.06 FEET.
 KF0917'
 KF0917'REFERENCE MARK NO. 3 WAS SET.
 KF0917'
 KF0917'FOLLOWING IS A NEW DESCRIPTION.
 KF0917'
 KF0917'TO REACH THE STATION FROM THE POST OFFICE IN MUNDEN, GO NORTH ON
 KF0917'A SURFACED ROAD FOR 3.0 MILES TO THE NORTH END OF A CURVE IN THE
 KF0917'ROAD.  BEAR LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.05 MILE TO
 KF0917'THE STATION ON THE RIGHT.
 KF0917'
 KF0917'STATION MARK, A STANDARD DISK STAMPED ROSE 1950, IS SET IN THE
 KF0917'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS IN
 KF0917'THE NORTHEAST ANGLE OF A INTERSECTION, AT THE SOUTH EDGE OF A
 KF0917'CULTIVATED FIELD, 32 FEET NORTH OF THE CENTER OF A GRAVELED ROAD,
 KF0917'3.5 FEET NORTHWEST OF A POWERLINE POLE, AND 1 FOOT EAST OF A
 KF0917'METAL WITNESS POST.
 KF0917'
 KF0917'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROSE NO 2 1950, IS
 KF0917'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 KF0917'INCHES.  IT IS 40 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD,
 KF0917'30 FEET WEST OF THE CENTER OF AN EAST-WEST ROAD, AND 3 FEET EAST
 KF0917'OF A TELEPHONE POLE.
 KF0917'
 KF0917'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ROSE NO 3 1950,
 KF0917'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 8
 KF0917'INCHES.  IT IS 31 FEET NORTH OF THE CENTER OF THE EAST-WEST
 KF0917'ROAD AND 1.5 FEET WEST OF A TELEPHONE POLE.
 KF0917'
 KF0917'AZIMUTH MARK, A STANDARD DISK STAMPED ROSE 1950, IS SET IN THE
 KF0917'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 14 INCHES.  IT IS
 KF0917'33 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD AND 1 FOOT
 KF0917'WEST OF A METAL WITNESS POST.
 KF0917'
 KF0917'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 KF0917'GRAVELED ROAD AND THEN THE SURFACED ROAD FOR 0.4 MILE TO THE
 KF0917'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0859 ***********************************************************************
 HE0859  DESIGNATION -  ROSE RESET
 HE0859  PID         -  HE0859
 HE0859  STATE/COUNTY-  KS/WOODSON
 HE0859  USGS QUAD   -  VILAS (1963)
 HE0859
 HE0859                         *CURRENT SURVEY CONTROL
 HE0859  ___________________________________________________________________
 HE0859* NAD 83(1997)-  37 44 31.96444(N)    095 32 34.46973(W)     ADJUSTED  
 HE0859* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 HE0859  ___________________________________________________________________
 HE0859  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HE0859  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 HE0859
 HE0859  HORZ ORDER  -  FIRST
 HE0859
 HE0859.The horizontal coordinates were established by classical geodetic methods
 HE0859.and adjusted by the National Geodetic Survey in October 1998..
 HE0859
 HE0859.The orthometric height was scaled from a topographic map.
 HE0859
 HE0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0859
 HE0859.The geoid height was determined by GEOID03.
 HE0859
 HE0859;                    North         East     Units Scale Factor Converg.
 HE0859;SPC KS S     -   523,501.530   660,576.018   MT  0.99994058   +1 49 02.0
 HE0859;UTM  15      - 4,180,258.173   275,941.573   MT  1.00021838   -1 33 25.9
 HE0859
 HE0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0859!SPC KS S     -   0.99995587  x   0.99994058  =   0.99989646
 HE0859!UTM  15      -   0.99995587  x   1.00021838  =   1.00017424
 HE0859
 HE0859:                Primary Azimuth Mark                     Grid Az
 HE0859:SPC KS S     -  PIQUA ST MARTINS CHURCH SPIRE            359 23 41.3
 HE0859:UTM  15      -  PIQUA ST MARTINS CHURCH SPIRE            002 46 09.2
 HE0859
 HE0859|---------------------------------------------------------------------|
 HE0859| PID    Reference Object                     Distance      Geod. Az  |
 HE0859|                                                           dddmmss.s |
 HE0859| HE0854 PIQUA ST MARTINS CHURCH SPIRE       APPROX.19.5 KM 0011243.3 |
 HE0859| CL6188 ROSE RM 2                            30.873 METERS 00310     |
 HE0859| CL6186 ROSE AZ MK                                         0291953.6 |
 HE0859| HE0708 IOLA LEHIGH CEMENT CO STACK         APPROX.22.4 KM 0335216.0 |
 HE0859| HE0706 HUMBOLDT MUNICIPAL TANK             APPROX.12.1 KM 0505959.6 |
 HE0859| HE0696 CHANUTE ASH GROVE CEMENT E STK      APPROX. 8.8 KM 1230131.5 |
 HE0859| HE0698 CHANUTE ASH GROVE CEMENT W STK      APPROX. 8.6 KM 1250818.6 |
 HE0859| HE0697 CHANUTE N MUNICIPAL TANK            APPROX. 9.4 KM 1312321.1 |
 HE0859| CL6187 ROSE RM 1                            40.868 METERS 25852     |
 HE0859| HE0856 YATES CTR WOODSON CO CTHSE          APPROX.22.8 KM 3125039.5 |
 HE0859| HE0857 YATES CTR MUNICIPAL TANK            APPROX.23.0 KM 3131321.5 |
 HE0859| CL6189 ROSE RM 3                            31.925 METERS 35531     |
 HE0859|---------------------------------------------------------------------|
 HE0859
 HE0859                          SUPERSEDED SURVEY CONTROL
 HE0859
 HE0859  NAD 83(1997)-  37 44 31.96833(N)    095 32 34.46936(W) AD(       ) 1
 HE0859  NAD 83(1986)-  37 44 31.97080(N)    095 32 34.45678(W) AD(       ) 1
 HE0859  NAD 27      -  37 44 31.81500(N)    095 32 33.52100(W) AD(       ) 1
 HE0859
 HE0859.Superseded values are not recommended for survey control.
 HE0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0859.See file dsdata.txt to determine how the superseded data were derived.
 HE0859
 HE0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB7594280258(NAD 83)
 HE0859_MARKER: DS = TRIANGULATION STATION DISK
 HE0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HE0859+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 HE0859
 HE0859  HISTORY     - Date     Condition        Report By
 HE0859  HISTORY     - 1934     MONUMENTED       CGS
 HE0859  HISTORY     - 1940     GOOD             CGS
 HE0859  HISTORY     - 1948     GOOD             CGS
 HE0859  HISTORY     - 1953     GOOD             CGS
 HE0859  HISTORY     - 1962     MARK NOT FOUND   KS-207
 HE0859  HISTORY     - 1966     MARK NOT FOUND   CGS
 HE0859  HISTORY     - 20060501 GOOD             KSDT
 HE0859
 HE0859                          STATION DESCRIPTION
 HE0859
 HE0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HE0859'STATION IS ABOUT 14 MILES SE OF YATES CENTER, AND 7 MILES
 HE0859'NW OF CHANUTE, IN THE NW 1/4 OF SECTION 34, T 26 S, R 17 E.
 HE0859'MARK IS ON THE HIGHEST POINT OF PASTURE LAND, 130 FEET E OF A
 HE0859'HEDGE FENCE ALONG E SIDE OF ROAD, AND 0.15 MILE N OF S END
 HE0859'OF PASTURE.
 HE0859'
 HE0859'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HE0859'BRONZE DISKS SET IN CONCRETE.
 HE0859'
 HE0859'REFERENCE MARK NO. 1 IS W OF THE STATION, ALONG E EDGE OF
 HE0859'HEDGE FENCE.
 HE0859'
 HE0859'REFERENCE MARK NO. 2 IS N OF THE STATION, IN PASTURE LAND.
 HE0859'
 HE0859'AZIMUTH MARK IS NW OF THE STATION, ON N SIDE OF ROAD ALONG
 HE0859'E-W FENCE LINE, 12 FEET E FROM CORNER OF FENCE.
 HE0859'
 HE0859'TO REACH THE STATION FROM CHANUTE, GO N FROM HOTEL TIOGA ON
 HE0859'U.S. HIGHWAY 73W FOR 2.3 MILES TO GRAVEL FORK TO LEFT, FOLLOW
 HE0859'GRAVEL FORK N FOR 0.25 MILE TO CROSSROADS, GO W HERE ON GRAVEL
 HE0859'ROAD FOR 5.0 MILES TO DIRT ROAD N, TURN HERE AND GO N 1.65
 HE0859'MILES TO STATION ON THE E SIDE OF ROAD.
 HE0859'
 HE0859'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 HE0859
 HE0859                          STATION RECOVERY (1940)
 HE0859
 HE0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 HE0859'STATION RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 HE0859'CONDITION.  DISTANCES CHECK AS DESCRIBED.  DESCRIPTION GOOD
 HE0859'AND ADEQUATE.
 HE0859'
 HE0859'THERE IS A WHITE REFERENCE POST SET 7 FEET E OF THE STATION
 HE0859'MARK, AND THERE IS A WHITE REFERENCE POST SET 2.5 FEET SE OF
 HE0859'THE AZIMUTH MARK.
 HE0859
 HE0859                          STATION RECOVERY (1948)
 HE0859
 HE0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RLE)
 HE0859'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HE0859'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 HE0859'
 HE0859'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF CHANUTE, ON
 HE0859'THE HIGHEST POINT AND 0.15 MILE NORTH OF THE SOUTH END OF
 HE0859'A PASTURE.  IT IS 130 FEET EAST OF A NORTH-SOUTH FENCE LINE
 HE0859'AND 7 FEET WEST OF A WITNESS POST.  IT IS STAMPED ROSE 1934 AND
 HE0859'PROJECTS 7 INCHES.
 HE0859'
 HE0859'REFERENCE MARK NO. 1 IS ABOUT 6 FEET LOWER THAN THE
 HE0859'STATION, AT THE WEST EDGE OF THE PASTURE AND 4 FEET EAST OF A
 HE0859'NORTH-SOUTH FENCE LINE.  IT IS STAMPED ROSE NO 1 1934 AND PROJECTS
 HE0859'4 INCHES.
 HE0859'
 HE0859'REFERENCE MARK NO. 2 IS 143 FEET EAST OF A NORTH-SOUTH
 HE0859'FENCE LINE.  IT IS STAMPED ROSE NO 2 1934 AND PROJECTS 3 INCHES.
 HE0859'
 HE0859'THE AZIMUTH MARK IS AT THE SOUTHWEST CORNER OF A PASTURE, 15
 HE0859'FEET EAST OF A FENCE CORNER, 21 FEET NORTH OF THE CENTER OF
 HE0859'AN EAST-WEST GRAVELED ROAD, 1 FOOT NORTH OF AN EAST-WEST FENCE
 HE0859'LINE AND ACROSS THE ROAD FROM A HEDGE ROW RUNNING NORTH AND
 HE0859'SOUTH.  IT IS STAMPED ROSE AZI 1934 AND PROJECTS 1 FOOT.
 HE0859'
 HE0859'TO REACH THE STATION FROM THE HOTEL TIOGA IN CHANUTE, GO NORTH
 HE0859'ON U.S. HIGHWAY 59 FOR 2.3 MILES TO A FORK, TAKE LEFT FORK,
 HE0859'GRAVELED ROAD, FOR 0.25 MILE, TURN LEFT, WEST, AND GO 5.0
 HE0859'MILES TO A CROSSROAD, TURN RIGHT, NORTH AND GO 1.65 MILES
 HE0859'TO A WIRE GATE ON THE RIGHT, GO THROUGH THE WIRE GATE AND GO
 HE0859'NORTH ALONG THE FENCE LINE FOR 0.15 MILE TO THE HIGHEST POINT
 HE0859'AND THE STATION.
 HE0859'
 HE0859'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ALONG
 HE0859'THE FENCE LINE FOR 0.15 TO THE WIRE GATE, GO THROUGH THE GATE,
 HE0859'TURN RIGHT AND GO NORTH FOR 0.9 MILE, TURN RIGHT, EAST AND GO
 HE0859'0.65 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 HE0859'
 HE0859'A 74 FOOT SIGNAL AT STATION BARNHART 1934 IS VISIBLE AT THE
 HE0859'GROUND.
 HE0859'
 HE0859'A 74 FOOT SIGNAL AT STATION IOLA 1934 IS VISIBLE AT THE GROUND.
 HE0859'
 HE0859'A 74 FOOT SIGNAL AT STATION CATION 1940 IS VISIBLE AT THE GROUND.
 HE0859
 HE0859                          STATION RECOVERY (1953)
 HE0859
 HE0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LFV)
 HE0859'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION, DESCRIPTION
 HE0859'ADEQUATE.
 HE0859'
 HE0859'REFERENCE MARK NO. 1 RECOVERED AS DESCRIBED AND IN GOOD
 HE0859'CONDITION, DESCRIPTION ADEQUATE.
 HE0859'
 HE0859'REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED AND IN GOOD
 HE0859'CONDITION, DESCRIPTION, DESCRIPTION ADEQUATE.
 HE0859'
 HE0859'AZIMUTH MARK WAS NOT SEARCHED FOR.
 HE0859
 HE0859                          STATION RECOVERY (1962)
 HE0859
 HE0859'RECOVERY NOTE BY WOODSON COUNTY KANSAS 1962
 HE0859'STATION HAS BEEN DESTROYED BY COUNTY HIGHWAY DEPT.
 HE0859
 HE0859                          STATION RECOVERY (1966)
 HE0859
 HE0859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 HE0859'THE STATION MARKS WERE DESTROYED WHEN THE HILL WAS MADE A
 HE0859'GRAVEL PIT.  REFERENCE MARK NO. 2 WAS RECOVERED ON THE TOP
 HE0859'OF A GRAVEL MOUND AND IT WAS ASSUMED THE MARK WAS DISTURBED.
 HE0859'REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND
 HE0859'FOUND IN GOOD CONDITION.
 HE0859'
 HE0859'THE STATION MARKS WERE RELOCATED FROM 1934 INTERSECTION STATIONS,
 HE0859'AZIMUTH MARK, AND REFERENCE MARK NO. 1.
 HE0859'
 HE0859'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HE0859'
 HE0859'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF CHANUTE,
 HE0859'IN THE NORTHWEST QUARTER OF SECTION 34, T 26 S, R 17 E, 0.15
 HE0859'MILE SOUTH OF THE NORTH END OF A PASTURE, AND ON THE HIGHEST
 HE0859'POINT OF A HILL.
 HE0859'
 HE0859'TO REACH THE STATION FROM THE POST OFFICE IN CHANUTE, GO NORTH
 HE0859'ON U.S. HIGHWAY 169 FOR 2.2 MILES TO A ROAD FORK.  TAKE THE
 HE0859'LEFT ROAD FORK AND CONTINUE NORTH ON A GRAVELED ROAD FOR 0.3
 HE0859'MILE TO A T-INTERSECTION.  TURN LEFT AND GO WEST ON A GRAVELED
 HE0859'ROAD FOR 5.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 HE0859'ON A GRAVELED ROAD FOR 1.65 MILES TO A WIRE GATE ON THE RIGHT.
 HE0859'PASS THROUGH THE WIRE GATE AND GO NORTHEAST ACROSS PASTURE
 HE0859'FOR ABOUT 0.05 MILE TO THE STATION.
 HE0859'
 HE0859'STATION MARKS ARE STANDARD DISKS STAMPED ROSE 1934 1966.  THE
 HE0859'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HE0859'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 138 FEET EAST
 HE0859'OF A NORTH-SOUTH FENCE AND 3 FEET WEST OF A METAL WITNESS POST.
 HE0859'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 HE0859'36 INCHES BELOW THE SURFACE OF THE GROUND.
 HE0859'
 HE0859'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROSE NO 1 1934,
 HE0859'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4
 HE0859'INCHES.  IT IS 4 FEET EAST OF THE NORTH-SOUTH FENCE, AND AT
 HE0859'THE WEST SIDE OF A PASTURE.
 HE0859'
 HE0859'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ROSE NO 3 1934
 HE0859'1966, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 HE0859'IS FLUSH WITH THE GROUND.  IT IS 129 FEET EAST OF THE NORTH-SOUTH
 HE0859'FENCE.
 HE0859'
 HE0859'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED ROSE AZI
 HE0859'1934, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 HE0859'6 INCHES.  IT IS 20 FEET NORTH OF THE CENTER OF AN EAST-WEST
 HE0859'ROAD, 14 FEET EAST OF A FENCE CORNER, 5 FEET EAST OF A EAST GATE
 HE0859'POST, 2 FEET NORTH OF A FENCE, AND 2 FEET NORTH OF A METAL
 HE0859'WITNESS POST.
 HE0859'
 HE0859'TO REACH THE AZIMUTH MARK FROM THE WIRE GATE SOUTHWEST OF THE
 HE0859'STATION, GO NORTH ON A GRAVELED ROAD FOR 0.9 MILE TO A POINT
 HE0859'WHERE THE ROAD TURNS EAST.  TURN RIGHT AND GO EAST ON THE
 HE0859'GRAVELED ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE LEFT.
 HE0859'
 HE0859'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7
 HE0859'MILES NORTHWEST OF CHANUTE.
 HE0859
 HE0859                          STATION RECOVERY (2006)
 HE0859
 HE0859'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 2006 (KRH)
 HE0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1141 ***********************************************************************
 KE1141  DESIGNATION -  ROSEDALE RAD STA KMBC MAST
 KE1141  PID         -  KE1141
 KE1141  STATE/COUNTY-  KS/WYANDOTTE
 KE1141  USGS QUAD   -  KANSAS CITY (1991)
 KE1141
 KE1141                         *CURRENT SURVEY CONTROL
 KE1141  ___________________________________________________________________
 KE1141* NAD 83(1997)-  39 02 16.71083(N)    094 36 56.96760(W)     ADJUSTED  
 KE1141* NAVD 88     -                                                        
 KE1141  ___________________________________________________________________
 KE1141  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 KE1141  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 KE1141
 KE1141  HORZ ORDER  -  THIRD
 KE1141
 KE1141.The horizontal coordinates were established by classical geodetic methods
 KE1141.and adjusted by the National Geodetic Survey in October 1998..
 KE1141
 KE1141
 KE1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1141
 KE1141.The geoid height was determined by GEOID03.
 KE1141
 KE1141;                    North         East     Units Scale Factor Converg.
 KE1141;SPC KS N     -    83,696.930   692,923.369   MT  0.99996371   +2 08 28.4
 KE1141;SPC MO W     -   318,671.380   839,972.508   MT  0.99994241   -0 04 22.6
 KE1141;UTM  15      - 4,322,232.925   360,153.887   MT  0.99984081   -1 01 04.3
 KE1141
 KE1141                          SUPERSEDED SURVEY CONTROL
 KE1141
 KE1141  NAD 83(1986)-  39 02 16.71747(N)    094 36 56.96267(W) AD(       ) 4
 KE1141  NAD 27      -  39 02 16.69810(N)    094 36 56.11815(W) AD(       ) 3
 KE1141
 KE1141.Superseded values are not recommended for survey control.
 KE1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1141.See file dsdata.txt to determine how the superseded data were derived.
 KE1141
 KE1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUD6015422233(NAD 83)
 KE1141_MARKER: 42 = RADIO/TV MAST
 KE1141
 KE1141  HISTORY     - Date     Condition        Report By
 KE1141  HISTORY     - 1934     FIRST OBSERVED   CGS
 KE1141  HISTORY     - 1954     GOOD             CGS
 KE1141  HISTORY     - 1970     GOOD             NGS
 KE1141  HISTORY     - 1971     GOOD             NGS
 KE1141  HISTORY     - 20041128 GOOD             GEOCAC
 KE1141
 KE1141                          STATION DESCRIPTION
 KE1141
 KE1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 KE1141'THIS STATION IS THE RADIO MAST ON THE POWER HOUSE OF THE RADIO
 KE1141'BROADCASTING STATION KMBC, MIDLAND BROADCASTING COMPANY, LOCATED IN
 KE1141'ROSEDALE, KANSAS.  THE MAST IS ABOUT 250 FEET N OF FIFTIETH STREET,
 KE1141'AND ABOUT 300 FEET E OF BELINDER ROAD.  THE MAST WAS ERECTED IN
 KE1141'1933, AND IS VERY PROMINENT.
 KE1141'
 KE1141'THE MAST IS A TAPERING STEEL TOWER WITH RED LIGHTS PLACED AT
 KE1141'INTERVALS ITS LENGTH AND A HUGE SILVER ANTENNAE BALL AT THE APEX.
 KE1141'THE POWER HOUSE, ON WHICH IT SETS, IS 20 FEET HIGH AND THE MAST IS
 KE1141'254 FEET HIGH, MAKING THE TOTAL HEIGHT 274 FEET.
 KE1141
 KE1141                          STATION RECOVERY (1954)
 KE1141
 KE1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 KE1141'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED, WITH THE
 KE1141'FOLLOWING EXCEPTION- THE HUGE SILVER ANTENNA BALL AT THE APEX HAS
 KE1141'BEEN REPLACED BY A RED LIGHT.
 KE1141
 KE1141                          STATION RECOVERY (1970)
 KE1141
 KE1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAS)
 KE1141'RECOVERED AS DESCRIBED IN SUPPLIMENT DATED JULY 1965.
 KE1141'QUAD 390943, STATION NUMBER 1067, DIAGRAM NJ 15-1 KANSAS CITY.
 KE1141'
 KE1141'DESCRIPTION IS ADEQUATE EXCEPT THAT THE FACILITY IS NOW KMBZ-KMBR,
 KE1141'AND THE HUGE SILVER BALL ATOP THE ANTENNA HAS BEEN REMOVED.
 KE1141
 KE1141                          STATION RECOVERY (1971)
 KE1141
 KE1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (GLS)
 KE1141'THE INTERSECTION STATION WAS RECOVERED.  IT IS NOTED THE RADIO
 KE1141'STATION AND TOWER IS SITUATED IN JOHNSON COUNTY AT 4935 BELINDER
 KE1141'ROAD IN WESTWOOD.  THE STATION CALL LETTERS WAS CHANGED IN 1967 TO
 KE1141'KMBZ RADIO.
 KE1141'
 KE1141'THE RADIO TOWER IS SITUATED ATOP THE TRANSMITTER BUILDING AS
 KE1141'PREVIOUSLY DESCRIBED.  THE STATION WAS IDENTIFIED FOR PHOTO CONTROL
 KE1141'AT THIS TIME.
 KE1141
 KE1141                          STATION RECOVERY (2004)
 KE1141
 KE1141'RECOVERY NOTE BY GEOCACHING 2004 (RCF)
 KE1141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1090 ***********************************************************************
 HE1090  DESIGNATION -  ROSEY
 HE1090  PID         -  HE1090
 HE1090  STATE/COUNTY-  KS/CHEROKEE
 HE1090  USGS QUAD   -  MELROSE (1974)
 HE1090
 HE1090                         *CURRENT SURVEY CONTROL
 HE1090  ___________________________________________________________________
 HE1090* NAD 83(1997)-  37 04 18.69545(N)    094 59 43.62493(W)     ADJUSTED  
 HE1090* NAVD 88     -       250.3    (meters)     821.     (feet)  VERTCON   
 HE1090  ___________________________________________________________________
 HE1090  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 HE1090  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 HE1090
 HE1090  HORZ ORDER  -  SECOND
 HE1090
 HE1090.The horizontal coordinates were established by classical geodetic methods
 HE1090.and adjusted by the National Geodetic Survey in October 1998..
 HE1090
 HE1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1090
 HE1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1090
 HE1090.The geoid height was determined by GEOID03.
 HE1090
 HE1090;                    North         East     Units Scale Factor Converg.
 HE1090;SPC KS S     -   450,827.845   711,592.255   MT  1.00004400   +2 09 13.1
 HE1090;UTM  15      - 4,104,706.596   322,609.916   MT  0.99998765   -1 12 11.5
 HE1090
 HE1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1090!SPC KS S     -   0.99996538  x   1.00004400  =   1.00000938
 HE1090!UTM  15      -   0.99996538  x   0.99998765  =   0.99995303
 HE1090
 HE1090:                Primary Azimuth Mark                     Grid Az
 HE1090:SPC KS S     -  ROSEY AZ MK                              000 03 57.3
 HE1090:UTM  15      -  ROSEY AZ MK                              003 25 21.9
 HE1090
 HE1090|---------------------------------------------------------------------|
 HE1090| PID    Reference Object                     Distance      Geod. Az  |
 HE1090|                                                           dddmmss.s |
 HE1090| CN7019 ROSEY AZ MK                                        0021310.4 |
 HE1090| CN7020 ROSEY RM 1                           24.256 METERS 00837     |
 HE1090| CN7021 ROSEY RM 2                           16.224 METERS 08659     |
 HE1090| HE0748 CHETOPA MUNICIPAL TANK              APPROX. 9.7 KM 2480052.0 |
 HE1090|---------------------------------------------------------------------|
 HE1090
 HE1090                          SUPERSEDED SURVEY CONTROL
 HE1090
 HE1090  NAD 83(1997)-  37 04 18.69959(N)    094 59 43.62592(W) AD(       ) 2
 HE1090  NAD 83(1986)-  37 04 18.71177(N)    094 59 43.61605(W) AD(       ) 2
 HE1090  NAD 27      -  37 04 18.47194(N)    094 59 42.76848(W) AD(       ) 2
 HE1090  NGVD 29 (07/19/86)  250.2    (m)          821.     (f) VERT ANG       
 HE1090
 HE1090.Superseded values are not recommended for survey control.
 HE1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1090.See file dsdata.txt to determine how the superseded data were derived.
 HE1090
 HE1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB2261004707(NAD 83)
 HE1090_MARKER: DS = TRIANGULATION STATION DISK
 HE1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1090
 HE1090  HISTORY     - Date     Condition        Report By
 HE1090  HISTORY     - 1966     MONUMENTED       CGS
 HE1090
 HE1090                          STATION DESCRIPTION
 HE1090
 HE1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1090'THE STATION IS ABOUT 8-3/4 MILES SOUTHEAST OF OSWEGO, 5-3/4
 HE1090'MILES EAST-NORTHEAST OF CHETOPA, 3-1/2 MILES NORTHWEST OF
 HE1090'MELROSE, ON THE WEST SIDE OF A NORTH-SOUTH PAVED ROAD, ON LAND
 HE1090'OWNED BY BILL TURNER.
 HE1090'
 HE1090'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 59 AND
 HE1090'166 IN CHETOPA, GO EAST ON US HIGHWAY 166 FOR 5.6 MILES TO A
 HE1090'CROSSROADS, TURN LEFT AND GO NORTH ON PAVED ROAD FOR 2.75 MILES
 HE1090'TO A GATE INTO A FIELD ON THE LEFT AND THE STATION.  TO REACH THE
 HE1090'AZIMUTH MARK, CONTINUE NORTH ON PAVED ROAD FOR 0.25 MILE TO
 HE1090'THE MARK ON THE RIGHT.
 HE1090'
 HE1090'STATION MARK IS A STANDARD DISK, STAMPED ROSEY 1966, SET IN
 HE1090'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1090'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 34 FEET WEST OF THE
 HE1090'CENTERLINE OF A NORTH-SOUTH PAVED ROAD, 10.3 FEET WEST OF THE
 HE1090'WITNESS POST AND 9.5 FEET WEST OF A FENCE CORNER POST.
 HE1090'
 HE1090'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROSEY NO 1 1966,
 HE1090'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1090'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 61 FEET SOUTH OF
 HE1090'A TELEPHONE LINE POLE, 23 FEET WEST OF THE CENTERLINE OF A
 HE1090'NORTH-SOUTH PAVED ROAD, 2 FEET EAST OF THE EAST EDGE OF A
 HE1090'CULTIVATED FIELD AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE1090'
 HE1090'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROSEY NO 2 1966, SET
 HE1090'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1090'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 42 FEET EAST
 HE1090'OF THE WITNESS POST, 30 FEET NORTH OF A POWER LINE POLE, 19
 HE1090'FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH PAVED ROAD, 1.0
 HE1090'FEET WEST OF A NORTH-SOUTH FENCE AND ABOUT THE SAME ELEVATION
 HE1090'AS THE STATION.
 HE1090'
 HE1090'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROSEY 1966, SET IN
 HE1090'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE1090'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 24 FEET EAST OF A
 HE1090'NORTH-SOUTH PAVED ROAD, 23.5 FEET SOUTH OF AN EAST-WEST GRAVELED
 HE1090'ROAD, 1.6 FEET SOUTH OF THE WITNESS POST, 1.5 FEET EAST OF A
 HE1090'POWER LINE POLE AND 1.0 FEET WEST OF A FENCE CORNER POST.
 HE1090'
 HE1090'ALL OBJECTS VISIBLE AT 30 FEET.
 HE1090'
 HE1090'HEIGHT OF LIGHT ABOVE STATION MARK 14.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE1072 ***********************************************************************
 HE1072  DESIGNATION -  ROSS
 HE1072  PID         -  HE1072
 HE1072  STATE/COUNTY-  KS/CHEROKEE
 HE1072  USGS QUAD   -  CRESTLINE (1978)
 HE1072
 HE1072                         *CURRENT SURVEY CONTROL
 HE1072  ___________________________________________________________________
 HE1072* NAD 83(1997)-  37 09 31.13514(N)    094 38 34.54084(W)     ADJUSTED  
 HE1072* NAVD 88     -       280.6    (meters)     921.     (feet)  VERTCON   
 HE1072  ___________________________________________________________________
 HE1072  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 HE1072  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 HE1072
 HE1072  HORZ ORDER  -  SECOND
 HE1072
 HE1072.The horizontal coordinates were established by classical geodetic methods
 HE1072.and adjusted by the National Geodetic Survey in October 1998..
 HE1072
 HE1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE1072
 HE1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE1072
 HE1072.The geoid height was determined by GEOID03.
 HE1072
 HE1072;                    North         East     Units Scale Factor Converg.
 HE1072;SPC KS S     -   461,689.084   742,519.969   MT  1.00002299   +2 22 13.0
 HE1072;SPC MO W     -   110,084.658   837,304.963   MT  0.99994316   -0 05 10.8
 HE1072;UTM  15      - 4,113,735.564   354,117.541   MT  0.99986216   -0 59 33.2
 HE1072
 HE1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE1072!SPC KS S     -   0.99996065  x   1.00002299  =   0.99998364
 HE1072!SPC MO W     -   0.99996065  x   0.99994316  =   0.99990381
 HE1072!UTM  15      -   0.99996065  x   0.99986216  =   0.99982281
 HE1072
 HE1072|---------------------------------------------------------------------|
 HE1072| PID    Reference Object                     Distance      Geod. Az  |
 HE1072|                                                           dddmmss.s |
 HE1072| CN7027 ROSS RM 1                            23.093 METERS 07728     |
 HE1072| HE1041 JOPLIN TV STA KDDE S MAST           APPROX.13.1 KM 1341936.8 |
 HE1072| CN7028 ROSS RM 2                            14.918 METERS 20739     |
 HE1072| HE1069 SPENCER CHEMICAL CO S TANK          APPROX. 5.4 KM 2103709.0 |
 HE1072| CN7026 ROSS AZ MK                                         3010344.2 |
 HE1072| HE1071 TV STATION KOAM WEST MAST           APPROX. 9.0 KM 3202632.6 |
 HE1072|---------------------------------------------------------------------|
 HE1072
 HE1072                          SUPERSEDED SURVEY CONTROL
 HE1072
 HE1072  NAD 83(1997)-  37 09 31.14149(N)    094 38 34.54237(W) AD(       ) 2
 HE1072  NAD 83(1986)-  37 09 31.14886(N)    094 38 34.53676(W) AD(       ) 2
 HE1072  NAD 27      -  37 09 30.93451(N)    094 38 33.71147(W) AD(       ) 2
 HE1072  NGVD 29 (07/19/86)  280.5    (m)          920.     (f) VERT ANG       
 HE1072
 HE1072.Superseded values are not recommended for survey control.
 HE1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE1072.See file dsdata.txt to determine how the superseded data were derived.
 HE1072
 HE1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB5411813736(NAD 83)
 HE1072_MARKER: DS = TRIANGULATION STATION DISK
 HE1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE1072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE1072
 HE1072  HISTORY     - Date     Condition        Report By
 HE1072  HISTORY     - 1966     MONUMENTED       CGS
 HE1072
 HE1072                          STATION DESCRIPTION
 HE1072
 HE1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE1072'THE STATION IS ABOUT 5-3/4 MILES NORTH OF GALENA, 4-1/2
 HE1072'MILES WEST SOUTHWEST OF CARL JUNCTION, 3-1/2 MILES EAST
 HE1072'SOUTHEAST OF CRESTLINE AND IN THE FARM YARD OF MR. CHARLEY
 HE1072'ROSS.
 HE1072'
 HE1072'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 69
 HE1072'AND STATE HIGHWAY 96, ABOUT 1/2 MILE NORTH OF THE SMALL
 HE1072'COMMUNITY OF CRESTLINE, GO EAST ON STATE HIGHWAY 96 FOR
 HE1072'3.05 MILES TO A CROSSROADS. TURN RIGHT AND GO SOUTH FOR 1.1
 HE1072'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.2
 HE1072'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 0.35
 HE1072'MILE TO A DRIVEWAY ON THE RIGHT LEADING TO MR. ROSSS HOUSE.
 HE1072'TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO THE STATION.
 HE1072'
 HE1072'STATION MARK IS A STANDARD DISK, STAMPED ROSS 1966, SET
 HE1072'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE1072'IS FLUSH WITH THE GROUND.  IT IS 20.5 FEET NORTHEAST OF A FENCE
 HE1072'CORNER, 99 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 HE1072'18.3 FEET NORTH OF THE SOUTH END OF A BARN.
 HE1072'
 HE1072'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROSS NO 1 1966,
 HE1072'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE1072'IS FLUSH WITH THE GROUND.  IT IS 41 FEET WEST OF THE EAST
 HE1072'CORNER OF A GARAGE, 25 FEET SOUTH OF THE CENTERLINE OF THE
 HE1072'DRIVEWAY, 6.4 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL
 HE1072'FEED SHED AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE1072'
 HE1072'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROSS NO 2 1966,
 HE1072'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE1072'THAT IS FLUSH WITH THE GROUND.  IT IS 26 FEET SOUTHWEST
 HE1072'OF THE SOUTHWEST CORNER OF THE BARN, 1 FOOT EAST OF A FENCE AND
 HE1072'ABOUT THE SAME ELEVATION AS THE STATION.
 HE1072'
 HE1072'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROSS 1966, SET IN
 HE1072'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 HE1072'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 21 FEET WEST OF
 HE1072'THE CENTERLINE OF A GRAVELED ROAD, 2 FEET EAST OF A TELEPHONE
 HE1072'POLE, 1.8 FEET NORTH OF A WITNESS POST AND 1 FOOT EAST OF A WIRE
 HE1072'FENCE.
 HE1072'
 HE1072'HEIGHT OF LIGHT ABOVE STATION MARK 14.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1263 ***********************************************************************
 KE1263  DESIGNATION -  ROSS
 KE1263  PID         -  KE1263
 KE1263  STATE/COUNTY-  KS/JACKSON
 KE1263  USGS QUAD   -  SOLDIER CREEK SW (1977)
 KE1263
 KE1263                         *CURRENT SURVEY CONTROL
 KE1263  ___________________________________________________________________
 KE1263* NAD 83(1997)-  39 15 43.49362(N)    095 55 25.87042(W)     ADJUSTED  
 KE1263* NAVD 88     -       343.     (meters)    1125.     (feet)  SCALED    
 KE1263  ___________________________________________________________________
 KE1263  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 KE1263  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 KE1263
 KE1263  HORZ ORDER  -  SECOND
 KE1263
 KE1263.The horizontal coordinates were established by classical geodetic methods
 KE1263.and adjusted by the National Geodetic Survey in October 1998..
 KE1263
 KE1263.The orthometric height was scaled from a topographic map.
 KE1263
 KE1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1263
 KE1263.The geoid height was determined by GEOID03.
 KE1263
 KE1263;                    North         East     Units Scale Factor Converg.
 KE1263;SPC KS N     -   105,155.601   579,160.367   MT  0.99995687   +1 18 49.0
 KE1263;UTM  15      - 4,349,936.255   247,733.103   MT  1.00038364   -1 51 05.0
 KE1263;UTM  14      - 4,350,372.151   765,409.149   MT  1.00046743   +1 56 52.6
 KE1263
 KE1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1263!SPC KS N     -   0.99995100  x   0.99995687  =   0.99990787
 KE1263!UTM  15      -   0.99995100  x   1.00038364  =   1.00033462
 KE1263!UTM  14      -   0.99995100  x   1.00046743  =   1.00041841
 KE1263
 KE1263|---------------------------------------------------------------------|
 KE1263| PID    Reference Object                     Distance      Geod. Az  |
 KE1263|                                                           dddmmss.s |
 KE1263| CL7494 ROSS RM 1                            11.207 METERS 00014     |
 KE1263| KE1247 HOYT MUNICIPAL TANK                 APPROX.18.9 KM 0943516.1 |
 KE1263| CL7495 ROSS RM 2                            10.436 METERS 17852     |
 KE1263| KE1262 DEL AZ MK                           APPROX. 1.3 KM 2602159.5 |
 KE1263|---------------------------------------------------------------------|
 KE1263
 KE1263                          SUPERSEDED SURVEY CONTROL
 KE1263
 KE1263  NAD 83(1997)-  39 15 43.49994(N)    095 55 25.86646(W) AD(       ) 2
 KE1263  NAD 83(1986)-  39 15 43.50001(N)    095 55 25.86643(W) AD(       ) 2
 KE1263  NAD 27      -  39 15 43.51360(N)    095 55 24.90960(W) AD(       ) 2
 KE1263
 KE1263.Superseded values are not recommended for survey control.
 KE1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1263.See file dsdata.txt to determine how the superseded data were derived.
 KE1263
 KE1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD4773349936(NAD 83)
 KE1263_MARKER: DS = TRIANGULATION STATION DISK
 KE1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1263
 KE1263  HISTORY     - Date     Condition        Report By
 KE1263  HISTORY     - 1960     MONUMENTED       CGS
 KE1263
 KE1263                          STATION DESCRIPTION
 KE1263
 KE1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KE1263'THE STATION IS ABOUT 2-1/4 MILES EAST AND 1-1/2 MILES NORTH OF
 KE1263'DELIA ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH SECTION LINE
 KE1263'ROAD.
 KE1263'
 KE1263'TO REACH THE STATION FROM THE POST OFFICE AT DELIA GO NORTH ON
 KE1263'MAIN STREET FOR 0.1 MILE TO A CROSS STREET, TURN RIGHT AND GO EAST
 KE1263'0.3 MILE TO A T ROAD INTERSECTION, TURN LEFT AND GO NORTH ON THE
 KE1263'GRAVELED ROAD FOR 1.3 MILES TO A CROSSROAD, CEMETERY IN THE
 KE1263'NORTHEAST ANGLE.  TURN RIGHT AND GO EAST ON THE DIRT ROAD FOR 1.2
 KE1263'MILES TO TRIANGULATION STATION DEL AZIMUTH ON THE RIGHT.
 KE1263'CONTINUE EAST ON THE DIRT ROAD FOR 0.8 MILE TO A CROSSROAD, TURN
 KE1263'LEFT AND GO NORTH 0.15 MILE TO THE STATION ON THE LEFT.
 KE1263'
 KE1263'THE STATION MARK, STAMPED ROSS 1960, IS A STANDARD DISK SET IN THE
 KE1263'TOP OF A 12-SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 KE1263'19 FEET WEST OF THE CENTER OF THE DIRT ROAD, 4 FEET SOUTH OF
 KE1263'THE WITNESS POST AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 KE1263'
 KE1263'REFERENCE MARK NO. 1, STAMPED ROSS NO 1 1960, IS A STANDARD DISK
 KE1263'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 KE1263'INCHES.  IT IS 18-1/2 FEET WEST OF THE CENTER OF THE DIRT ROAD
 KE1263'AND 2 FEET EAST OF THE NORTH-SOUTH FENCE LINE.
 KE1263'
 KE1263'REFERENCE MARK NO. 2, STAMPED ROSS NO 2 1960, IS A STANDARD DISK
 KE1263'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 KE1263'INCHES.  IT IS 18 FEET WEST OF THE CENTER OF THE DIRT ROAD AND
 KE1263'1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE.
 KE1263'
 KE1263'TRIANGULATION STATION DEL AZIMUTH MAY BE USED FOR THE AZIMUTH
 KE1263'MARK, SEE DESCRIPTION THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0848 ***********************************************************************
 HE0848  DESIGNATION -  ROUND
 HE0848  PID         -  HE0848
 HE0848  STATE/COUNTY-  KS/MONTGOMERY
 HE0848  USGS QUAD   -  CANEY (1984)
 HE0848
 HE0848                         *CURRENT SURVEY CONTROL
 HE0848  ___________________________________________________________________
 HE0848* NAD 83(1997)-  37 06 01.58760(N)    095 53 37.98932(W)     ADJUSTED  
 HE0848* NAVD 88     -       310.     (meters)    1017.     (feet)  SCALED    
 HE0848  ___________________________________________________________________
 HE0848  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 HE0848  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 HE0848
 HE0848  HORZ ORDER  -  FIRST
 HE0848
 HE0848.The horizontal coordinates were established by classical geodetic methods
 HE0848.and adjusted by the National Geodetic Survey in October 1998..
 HE0848
 HE0848.The orthometric height was scaled from a topographic map.
 HE0848
 HE0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0848
 HE0848.The geoid height was determined by GEOID03.
 HE0848
 HE0848;                    North         East     Units Scale Factor Converg.
 HE0848;SPC KS S     -   451,380.820   631,647.452   MT  1.00003683   +1 36 05.5
 HE0848;UTM  15      - 4,109,934.340   242,822.456   MT  1.00041485   -1 44 47.7
 HE0848
 HE0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0848!SPC KS S     -   0.99995599  x   1.00003683  =   0.99999282
 HE0848!UTM  15      -   0.99995599  x   1.00041485  =   1.00037082
 HE0848
 HE0848:                Primary Azimuth Mark                     Grid Az
 HE0848:SPC KS S     -  CANEY SINCLAIR PLINE MICROWAVE           179 29 52.4
 HE0848:UTM  15      -  CANEY SINCLAIR PLINE MICROWAVE           182 50 45.6
 HE0848
 HE0848|---------------------------------------------------------------------|
 HE0848| PID    Reference Object                     Distance      Geod. Az  |
 HE0848|                                                           dddmmss.s |
 HE0848| HE0849 CANEY SINCLAIR PLINE MICROWAVE      APPROX. 9.8 KM 1810557.9 |
 HE0848| CL6193 ROUND AZ MK                                        2061652.6 |
 HE0848| HE0850 CANEY MUNICIPAL STANDPIPE           APPROX. 9.6 KM 2140905.0 |
 HE0848| CL6194 ROUND RM 1                            5.654 METERS 21959     |
 HE0848| CL6195 ROUND RM 2                            8.037 METERS 29625     |
 HE0848|---------------------------------------------------------------------|
 HE0848
 HE0848                          SUPERSEDED SURVEY CONTROL
 HE0848
 HE0848  NAD 83(1997)-  37 06 01.58991(N)    095 53 37.98886(W) AD(       ) 1
 HE0848  NAD 83(1986)-  37 06 01.60379(N)    095 53 37.96749(W) AD(       ) 1
 HE0848  NAD 27      -  37 06 01.33913(N)    095 53 37.02047(W) AD(       ) 1
 HE0848
 HE0848.Superseded values are not recommended for survey control.
 HE0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0848.See file dsdata.txt to determine how the superseded data were derived.
 HE0848
 HE0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STB4282209934(NAD 83)
 HE0848_MARKER: DD = SURVEY DISK
 HE0848_SETTING: 80 = SET IN A BOULDER
 HE0848_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HE0848
 HE0848  HISTORY     - Date     Condition        Report By
 HE0848  HISTORY     - 1962     MONUMENTED       USGS
 HE0848
 HE0848                          STATION DESCRIPTION
 HE0848
 HE0848'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (JCC)
 HE0848'STATION IS ON TOP OF A HIGH, PROMINENT MOUND, LOCALLY KNOWN
 HE0848'AS ROUND MOUND.  IT IS ABOUT 6-1/2 MILES NORTHEAST OF CANEY, 2-1/2
 HE0848'MILES EAST OF HAVANA, 2 MILES SOUTHWEST OF WAYSIDE AND ON LAND
 HE0848'OWNED BY MRS. WESLEY F. DEAN.
 HE0848'
 HE0848'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 166
 HE0848'AND 75, 1 MILE NORTH OF CANEY, GO NORTH ON HIGHWAYS 166 AND
 HE0848'75 FOR 2.7 MILES TO THE JUNCTION OF HIGHWAYS 166 AND 75.
 HE0848'CONTINUE AHEAD, NORTH, ON HIGHWAY 75, FOR 2.3 MILES TO A
 HE0848'CROSSROAD AT SIGN HAVANA.  TURN RIGHT, EAST, ON PAVED ROAD,
 HE0848'FOR 1.8 MILES TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE
 HE0848'RIGHT.  TURN LEFT, NORTH, ON GRADED ROAD, FOR 0.45 MILE TO
 HE0848'A WIRE GATE ON THE RIGHT.  TURN RIGHT, EAST, THROUGH GATE
 HE0848'ON TRACK ROAD, FOR 0.45 MILE TO THE HIGHEST POINT AND THE
 HE0848'STATION.
 HE0848'
 HE0848'STATION MARK IS A USGS DISK, STAMPED ET 39 LR 1960, CEMENTED
 HE0848'IN A DRILL HOLE IN A 4 BY 4 FOOT BOULDER FLUSH WITH THE GROUND.
 HE0848'IT IS ABOUT 1 FOOT LOWER THAN THE HIGHEST POINT.
 HE0848'
 HE0848'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROUND USGS NO 1
 HE0848'1962, CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER FLUSH
 HE0848'WITH THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 HE0848'
 HE0848'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROUND USGS NO 2
 HE0848'1962, CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER FLUSH
 HE0848'WITH THE GROUND.  IT IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 HE0848'
 HE0848'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROUND USGS 1962, SET
 HE0848'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING
 HE0848'6 INCHES.  IT IS 62.5 FEET SOUTH SOUTHEAST OF A TELEPHONE
 HE0848'POLE WITH A NUMBER 38691, 32 FEET SOUTH OF THE CENTERLINE
 HE0848'OF THE PAVED ROAD, 28 FEET EAST OF A FENCE CORNER, 1.8 FEET
 HE0848'EAST OF A WITNESS POST AND 1.4 FEET WEST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE1270 ***********************************************************************
 KE1270  DESIGNATION -  ROUSE
 KE1270  PID         -  KE1270
 KE1270  STATE/COUNTY-  KS/JACKSON
 KE1270  USGS QUAD   -  CIRCLEVILLE (1961)
 KE1270
 KE1270                         *CURRENT SURVEY CONTROL
 KE1270  ___________________________________________________________________
 KE1270* NAD 83(1997)-  39 32 30.46147(N)    095 51 10.53826(W)     ADJUSTED  
 KE1270* NAVD 88     -       390.     (meters)    1280.     (feet)  SCALED    
 KE1270  ___________________________________________________________________
 KE1270  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 KE1270  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 KE1270
 KE1270  HORZ ORDER  -  FIRST
 KE1270
 KE1270.The horizontal coordinates were established by classical geodetic methods
 KE1270.and adjusted by the National Geodetic Survey in October 1998..
 KE1270
 KE1270.The orthometric height was scaled from a topographic map.
 KE1270
 KE1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 KE1270
 KE1270.The geoid height was determined by GEOID03.
 KE1270
 KE1270;                    North         East     Units Scale Factor Converg.
 KE1270;SPC KS N     -   136,343.046   584,543.529   MT  0.99996972   +1 21 30.5
 KE1270;UTM  15      - 4,380,790.600   254,835.705   MT  1.00034008   -1 49 01.9
 KE1270
 KE1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KE1270!SPC KS N     -   0.99994361  x   0.99996972  =   0.99991333
 KE1270!UTM  15      -   0.99994361  x   1.00034008  =   1.00028367
 KE1270
 KE1270|---------------------------------------------------------------------|
 KE1270| PID    Reference Object                     Distance      Geod. Az  |
 KE1270|                                                           dddmmss.s |
 KE1270| CL7498 ROUSE RM 2                           52.187 METERS 00001     |
 KE1270| CL7497 ROUSE RM 1                          110.765 METERS 13110     |
 KE1270| KE1210 HOLTON MUNICIPAL STANDPIPE          APPROX.12.2 KM 1331552.8 |
 KE1270| CL7496 ROUSE AZ MK                                        2511528.9 |
 KE1270|---------------------------------------------------------------------|
 KE1270
 KE1270                          SUPERSEDED SURVEY CONTROL
 KE1270
 KE1270  NAD 83(1997)-  39 32 30.46725(N)    095 51 10.53675(W) AD(       ) 1
 KE1270  NAD 83(1986)-  39 32 30.46823(N)    095 51 10.53460(W) AD(       ) 1
 KE1270  NAD 27      -  39 32 30.48200(N)    095 51 09.58200(W) AD(       ) 1
 KE1270
 KE1270.Superseded values are not recommended for survey control.
 KE1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE1270.See file dsdata.txt to determine how the superseded data were derived.
 KE1270
 KE1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD5483680791(NAD 83)
 KE1270_MARKER: DS = TRIANGULATION STATION DISK
 KE1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KE1270_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KE1270
 KE1270  HISTORY     - Date     Condition        Report By
 KE1270  HISTORY     - 1934     MONUMENTED       CGS
 KE1270  HISTORY     - 1951     GOOD             CGS
 KE1270
 KE1270                          STATION DESCRIPTION
 KE1270
 KE1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 KE1270'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF WETMORE
 KE1270'AND 2-3/4 MILES NORTH OF CIRCLEVILLE IN SOUTHEAST QUARTER
 KE1270'OF SEC. 9, T. 6 S., R. 14 E. ON THE HIGHEST POINT IN THE VICINITY.
 KE1270'MARK IS ALONG NORTH-AND-SOUTH FENCE LINE AND 45 FEET NORTH OF
 KE1270'A LONE ELM TREE.
 KE1270'
 KE1270'TO REACH FROM CIRCLEVILLE GO EAST FROM POST OFFICE ONE BLOCK,
 KE1270'THEN NORTH ON GRAVELED ROAD 2.4 MILES TO A GATE ON THE SOUTH
 KE1270'SIDE OF A CULVERT, HERE TURN EAST THROUGH GATE AND GO 0.3 MILE
 KE1270'TO TOP OF RIDGE AND STATION.
 KE1270'
 KE1270'AZIMUTH MARK IS WEST OF SOUTHWEST OF STATION 0.3 MILE, ON
 KE1270'EAST SIDE OF GRAVELED ROAD ALONG FENCE LINE ACROSS ROAD FROM
 KE1270'SOME FARM BUILDINGS.
 KE1270'
 KE1270'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION 363.4 FEET,
 KE1270'IN EAST-AND-WEST FENCE LINE.
 KE1270'
 KE1270'REFERENCE MARK NO. 2 IS NORTH OF STATION 52.187 METERS
 KE1270'(171.22 FEET) IN NORTH-AND-SOUTH FENCE LINE.
 KE1270'
 KE1270'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 KE1270'SET AS DESCRIBED.
 KE1270'
 KE1270'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 KE1270
 KE1270                          STATION RECOVERY (1951)
 KE1270
 KE1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RLP)
 KE1270'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KE1270'IN GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS RESET ON LINE
 KE1270'PROJECTED FROM STATION.  SOME ADDITIONAL REFERENCE MEASUREMENTS
 KE1270'WERE MADE.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 KE1270'
 KE1270'STATION IS LOCATED ABOUT 8-1/2 MILES SW OF WETMORE AND 2-1/2
 KE1270'MILES N OF CIRCLEVILLE, IN THE SE 1/4 SEC. 9 T. 6 S., R. 14 E.,
 KE1270'ON THE HIGHEST POINT IN THE VICINITY, ABOUT 500 FEET S OF
 KE1270'FENCE INTERSECTION, 230 FEET N OF A FENCE T-INTERSECTION,
 KE1270'41 FEET N OF A LONE ELM TREE, AND 1 FOOT W OF A N-S FENCE.
 KE1270'THE DISK IS STAMPED ROUSE 1934 AND PROJECTS 8 INCHES.
 KE1270'
 KE1270'R.M. 1 IS SE OF THE STATION, 273 FEET E OF A FENCE T-INTERSECTION,
 KE1270'203 FEET W OF A NE FENCE CORNER, AND 4 FEET S OF FENCE.  THE
 KE1270'DISK IS STAMPED ROUSE NO 1 1934 AND PROJECTS 10 INCHES.
 KE1270'
 KE1270'R.M. 2 IS N OF THE STATION, ABOUT 100 YARDS S OF A FENCE
 KE1270'T-INTERSECTION, AND 2 FEET W OF A N-S FENCE.  THE DISK IS
 KE1270'STAMPED ROUSE NO 2 1934 AND PROJECTS 12 INCHES.
 KE1270'
 KE1270'*THE AZIMUTH MARK IS WSW OF THE STATION, 30 FEET W OF THE
 KE1270'CENTER OF GRAVEL ROAD, 11 FEET N OF A N GATEPOST, AND 1
 KE1270'FOOT W OF FENCE.  THE DISK IS STAMPED ROUSE 1934 RESET 1951.
 KE1270'THE OLD AZIMUTH MARK, WHICH WAS REMOVED, SET AT THE E EDGE
 KE1270'OF GRAVEL ROAD AND PROJECTED 2 FEET.  THE NUMBER 1255-1 WAS
 KE1270'PAINTED ON ITS SIDE.  THE NEW AZIMUTH MARK IS 0.86 FOOT
 KE1270'LOWER THAN THE OLD ONE, IN CASE THE OLD ONE WAS USED AS A
 KE1270'BENCH MARK BY SOME OTHER SURVEY.
 KE1270'
 KE1270'THE STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 KE1270'STANDARD DISKS SET IN CONCRETE.
 KE1270'
 KE1270'TO REACH THE STATION FROM THE POST OFFICE IN CIRCLEVILLE,
 KE1270'GO E ONE BLOCK.  TURN LEFT AND GO N ON GRAVEL ROAD FOR 2.0 MILES
 KE1270'TO CROSSROADS.  (FROM CROSSROADS CONTINUE N FOR 0.3 MILE
 KE1270'TO A GROUP OF PINE TREES, A GATE, AND THE AZIMUTH MARK ON
 KE1270'THE LEFT AS DESCRIBED.) TURN RIGHT AND GO E ON GRAVEL ROAD
 KE1270'FOR 0.5 MILE TO CROSSROADS.  TURN LEFT AND GO N ON GRAVEL
 KE1270'ROAD FOR 0.4 MILE TO THE TOP OF GRADE AND A GATE ON THE LEFT.
 KE1270'TURN LEFT THROUGH GATE AND GO W ACROSS FIELD FOR 0.2 MILE
 KE1270'TO A N-S FENCE AND THE STATION AS DESCRIBED.
 KE1270'
 KE1270'*THE TRANSIT WAS CENTERED OVER THE NEW AZIMUTH MARK AND
 KE1270'SIGHTED ON THE STATION AS A CHECK AND THE OLD AZIMUTH MARK
 KE1270'WAS ON LINE.
 KE1270'
 KE1270'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0787 ***********************************************************************
 HH0787  DESIGNATION -  ROY
 HH0787  PID         -  HH0787
 HH0787  STATE/COUNTY-  KS/MORTON
 HH0787  USGS QUAD   -  ROLLA NE (1973)
 HH0787
 HH0787                         *CURRENT SURVEY CONTROL
 HH0787  ___________________________________________________________________
 HH0787* NAD 83(1997)-  37 08 15.60258(N)    101 33 27.39327(W)     ADJUSTED  
 HH0787* NAVD 88     -       995.5    (meters)    3266.     (feet)  VERTCON   
 HH0787  ___________________________________________________________________
 HH0787  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 HH0787  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 HH0787
 HH0787  HORZ ORDER  -  SECOND
 HH0787
 HH0787.The horizontal coordinates were established by classical geodetic methods
 HH0787.and adjusted by the National Geodetic Survey in October 1998..
 HH0787
 HH0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 HH0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HH0787
 HH0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 HH0787
 HH0787.The geoid height was determined by GEOID03.
 HH0787
 HH0787;                    North         East     Units Scale Factor Converg.
 HH0787;SPC KS S     -   456,729.010   128,369.672   MT  1.00002786   -1 52 44.4
 HH0787;UTM  14      - 4,113,206.776   272,824.280   MT  1.00023580   -1 32 41.2
 HH0787
 HH0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HH0787!SPC KS S     -   0.99984783  x   1.00002786  =   0.99987568
 HH0787!UTM  14      -   0.99984783  x   1.00023580  =   1.00008359
 HH0787
 HH0787|---------------------------------------------------------------------|
 HH0787| PID    Reference Object                     Distance      Geod. Az  |
 HH0787|                                                           dddmmss.s |
 HH0787| CM9934 ROY RM 2                             11.767 METERS 08452     |
 HH0787| HH0788 ROLLA MUN TANK                      APPROX. 6.9 KM 2531402.5 |
 HH0787| CM9933 ROY RM 1                              7.738 METERS 28706     |
 HH0787|---------------------------------------------------------------------|
 HH0787
 HH0787                          SUPERSEDED SURVEY CONTROL
 HH0787
 HH0787  NAD 83(1997)-  37 08 15.60393(N)    101 33 27.39271(W) AD(       ) 2
 HH0787  NAD 83(1986)-  37 08 15.61092(N)    101 33 27.38221(W) AD(       ) 2
 HH0787  NAD 27      -  37 08 15.51848(N)    101 33 25.80934(W) AD(       ) 2
 HH0787  NGVD 29 (07/19/86)  995.1    (m)         3265.     (f) VERT ANG       
 HH0787
 HH0787.Superseded values are not recommended for survey control.
 HH0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0787.See file dsdata.txt to determine how the superseded data were derived.
 HH0787
 HH0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKG7282413207(NAD 83)
 HH0787_MARKER: DD = SURVEY DISK
 HH0787_SETTING: 0 = UNSPECIFIED SETTING
 HH0787
 HH0787  HISTORY     - Date     Condition        Report By
 HH0787  HISTORY     - 1972     MONUMENTED       USGS
 HH0787
 HH0787                          STATION DESCRIPTION
 HH0787
 HH0787'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JSA)
 HH0787'STATION IS ABOUT 1 MI. N. AND 4 MI. E. OF INTERSECTION OF U.S.
 HH0787'HIGHWAY 56 AND STATE HIGHWAY 51 AT NE. CORNER OF ROLLA, ABOUT 500 FT.
 HH0787'W. OF N/16 CORNER BETWEEN SECS. 33 AND 34, T. 33 S., R. 39 W.
 HH0787'
 HH0787'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 56 AND STATE HIGHWAY
 HH0787'51 AT THE NE. CORNER OF ROLLA, GO ENE. ALONG U.S. HIGHWAY 56 ABOUT
 HH0787'4.2 MI. TO THE HIGHEST HILL IN VICINITY AND THE STATION ON LEFT.
 HH0787'
 HH0787'STATION MARK STAMPED ET ROY 1972 IS 66 FT. NNW. (NORMAL) AND ABOUT
 HH0787'500 FT. WSW. ALONG HIGHWAY FROM CENTER LINE HIGHWAY AT RD. N., 2 FT.
 HH0787'S. OF USGS WITNESS POST.
 HH0787'
 HH0787'REFERENCE MARK NO. 1 STAMPED ROY NO 1 1972 IS WNW. OF THE STATION,
 HH0787'80 FT. NNW. (NORMAL) OF CENTER LINE HIGHWAY, 2 FT. S. OF TELEPHONE
 HH0787'POLE.
 HH0787'
 HH0787'REFERENCE MARK NO. 2 STAMPED ROY NO 2 1972 IS END OF STATION, 60 FT.
 HH0787'NNW. (NORMAL) OF CENTER LINE HIGHWAY, 2 FT. W. OF N. LEG OF WELCOME
 HH0787'TO MORTON COUNTY SIGN.
 HH0787'
 HH0787'ALL MARKS ARE STANDARD TABLET CRIMPED ON 1/2-IN. COPPER COATED RODS
 HH0787'CENTERED IN 6-IN. DIAMETER SECTIONS OF WHITE PLASTIC PIPE 12 IN.
 HH0787'LONG AND FILLED WITH GRAVEL TO WITHIN 1 IN. OF CAP.  ALL MARKS SET
 HH0787'FLUSH WITH THE GROUND.
 HH0787'
 HH0787'HEIGHT OF INSTRUMENT 4.81 FT.  STANDARD BRACED TRIPOD USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0874 ***********************************************************************
 JG0874  DESIGNATION -  ROZEL
 JG0874  PID         -  JG0874
 JG0874  STATE/COUNTY-  KS/PAWNEE
 JG0874  USGS QUAD   -  SANFORD (1970)
 JG0874
 JG0874                         *CURRENT SURVEY CONTROL
 JG0874  ___________________________________________________________________
 JG0874* NAD 83(1997)-  38 11 22.53031(N)    099 22 08.39097(W)     ADJUSTED  
 JG0874* NAVD 88     -       628.7    (meters)    2063.     (feet)  VERTCON   
 JG0874  ___________________________________________________________________
 JG0874  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 JG0874  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0874
 JG0874  HORZ ORDER  -  THIRD
 JG0874  VERT ORDER  -  THIRD ? (See Below)
 JG0874
 JG0874.The horizontal coordinates were established by classical geodetic methods
 JG0874.and adjusted by the National Geodetic Survey in October 1998..
 JG0874
 JG0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0874.The vertical order pertains to the NGVD 29 superseded value.
 JG0874
 JG0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0874
 JG0874.The geoid height was determined by GEOID03.
 JG0874
 JG0874;                    North         East     Units Scale Factor Converg.
 JG0874;SPC KS S     -   569,377.887   323,875.858   MT  0.99994715   -0 32 02.5
 JG0874;UTM  14      - 4,226,915.292   467,686.537   MT  0.99961286   -0 13 41.3
 JG0874
 JG0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0874!SPC KS S     -   0.99990543  x   0.99994715  =   0.99985259
 JG0874!UTM  14      -   0.99990543  x   0.99961286  =   0.99951833
 JG0874
 JG0874|---------------------------------------------------------------------|
 JG0874| PID    Reference Object                     Distance      Geod. Az  |
 JG0874|                                                           dddmmss.s |
 JG0874| CL3912 ROZEL RM 1                           21.597 METERS 16725     |
 JG0874| CL3913 ROZEL RM 2                           13.749 METERS 26850     |
 JG0874| JG0883 ROZEL CO OP GRAIN ELEVATOR          APPROX. 2.7 KM 2802124.0 |
 JG0874| JG0888 LANGER RESET                        APPROX.13.4 KM 3065836.8 |
 JG0874|---------------------------------------------------------------------|
 JG0874
 JG0874                          SUPERSEDED SURVEY CONTROL
 JG0874
 JG0874  NAD 83(1997)-  38 11 22.53800(N)    099 22 08.38978(W) AD(       ) 3
 JG0874  NAD 83(1986)-  38 11 22.53798(N)    099 22 08.38971(W) AD(       ) 3
 JG0874  NAD 27      -  38 11 22.48503(N)    099 22 06.98263(W) AD(       ) 3
 JG0874  NGVD 29 (07/19/86)  628.5    (m)         2062.     (f) LEVELING    3  
 JG0874
 JG0874.Superseded values are not recommended for survey control.
 JG0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0874.See file dsdata.txt to determine how the superseded data were derived.
 JG0874
 JG0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6768726915(NAD 83)
 JG0874_MARKER: DS = TRIANGULATION STATION DISK
 JG0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0874
 JG0874  HISTORY     - Date     Condition        Report By
 JG0874  HISTORY     - 1964     MONUMENTED       CGS
 JG0874
 JG0874                          STATION DESCRIPTION
 JG0874
 JG0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0874'THE STATION IS 1-3/4 MILES WEST OF ROZEL, IN THE NORTHEAST QUARTER
 JG0874'OF SECTION 35, T 21 S, R 19 W, AND ON THE SOUTH RIGHT-OF-WAY OF
 JG0874'U.S. HIGHWAYS 183 AND 156.
 JG0874'
 JG0874'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 156 AND 183
 JG0874'AT THE SOUTHWEST EDGE OF ROZEL, GO EAST ON HIGHWAYS 156 AND 183 FOR
 JG0874'2.0 MILES TO A CROSSROAD AND THE STATION IN THE SOUTHWEST ANGLE OF
 JG0874'THE INTERSECTION.
 JG0874'
 JG0874'STATION MARKS ARE STANDARD DISKS STAMPED ROZEL 1964.  THE SURFACE
 JG0874'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 JG0874'IS 77 FEET SOUTH OF THE CENTER OF HIGHWAYS 183 AND 156, 44 FEET WEST
 JG0874'OF THE CENTER OF THE GRAVEL ROAD, 13 FEET WEST OF A CORNER FENCE
 JG0874'POST, 4.5 FEET NORTHWEST OF A METAL WITNESS POST, AND 3 FEET NORTH
 JG0874'OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 JG0874'CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 JG0874'
 JG0874'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROZEL NO 1 1964, IS
 JG0874'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 65
 JG0874'FEET SOUTH OF THE CORNER FENCE POST, AND 28 FEET WEST OF THE CENTER
 JG0874'OF THE GRAVEL ROAD.
 JG0874'
 JG0874'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ROZEL NO 2 1964, IS
 JG0874'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 78
 JG0874'FEET SOUTH OF THE CENTER OF HIGHWAYS 156 AND 183, 57 FEET WEST OF
 JG0874'THE CORNER FENCE POST, 33 FEET EAST OF A TELEPHONE POLE, AND
 JG0874'1.5 FEET NORTH OF THE FENCE.
 JG0874'
 JG0874'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 JG0874'STATION LANGER 1934 IS VISIBLE FROM THE GROUND AND MAY BE USED AS
 JG0874'AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0883 ***********************************************************************
 JG0883  DESIGNATION -  ROZEL CO OP GRAIN ELEVATOR
 JG0883  PID         -  JG0883
 JG0883  STATE/COUNTY-  KS/PAWNEE
 JG0883  USGS QUAD   -  ROZEL (1970)
 JG0883
 JG0883                         *CURRENT SURVEY CONTROL
 JG0883  ___________________________________________________________________
 JG0883* NAD 83(1997)-  38 11 38.54557(N)    099 23 59.53415(W)     ADJUSTED  
 JG0883* NAVD 88     -                                                        
 JG0883  ___________________________________________________________________
 JG0883  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 JG0883  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0883
 JG0883  HORZ ORDER  -  THIRD
 JG0883
 JG0883.The horizontal coordinates were established by classical geodetic methods
 JG0883.and adjusted by the National Geodetic Survey in October 1998..
 JG0883
 JG0883
 JG0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0883
 JG0883.The geoid height was determined by GEOID03.
 JG0883
 JG0883;                    North         East     Units Scale Factor Converg.
 JG0883;SPC KS S     -   569,897.297   321,176.224   MT  0.99994752   -0 33 10.8
 JG0883;UTM  14      - 4,227,420.117   464,985.069   MT  0.99961510   -0 14 50.1
 JG0883
 JG0883                          SUPERSEDED SURVEY CONTROL
 JG0883
 JG0883  NAD 83(1997)-  38 11 38.55325(N)    099 23 59.53307(W) AD(       ) 4
 JG0883  NAD 83(1986)-  38 11 38.55317(N)    099 23 59.53296(W) AD(       ) 4
 JG0883  NAD 27      -  38 11 38.49967(N)    099 23 58.12383(W) AD(       ) 3
 JG0883
 JG0883.Superseded values are not recommended for survey control.
 JG0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0883.See file dsdata.txt to determine how the superseded data were derived.
 JG0883
 JG0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6498527420(NAD 83)
 JG0883_MARKER: 65 = GRAIN ELEVATOR
 JG0883
 JG0883  HISTORY     - Date     Condition        Report By
 JG0883  HISTORY     - 1964     FIRST OBSERVED   CGS
 JG0883
 JG0883                          STATION DESCRIPTION
 JG0883
 JG0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RLS)
 JG0883'THE STATION IS THE TOP CENTER OF THE VENTILATOR ATOP THE HEADHOUSE
 JG0883'OF THE ELEVATOR, LOCATED IN THE SOUTHEAST PART OF THE VILLAGE OF
 JG0883'ROZEL.
 JG0883'
 JG0883'IT IS A LARGE CONCRETE STRUCTURE, PAINTED WHITE, AND HAS AN OVERALL
 JG0883'HEIGHT OF 158 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0881 ***********************************************************************
 JG0881  DESIGNATION -  ROZEL UNION COOP GRAIN ELEV
 JG0881  PID         -  JG0881
 JG0881  STATE/COUNTY-  KS/PAWNEE
 JG0881  USGS QUAD   -  ROZEL (1970)
 JG0881
 JG0881                         *CURRENT SURVEY CONTROL
 JG0881  ___________________________________________________________________
 JG0881* NAD 83(1997)-  38 11 38.41423(N)    099 24 00.22767(W)     ADJUSTED  
 JG0881* NAVD 88     -                                                        
 JG0881  ___________________________________________________________________
 JG0881  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 JG0881  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 JG0881
 JG0881  HORZ ORDER  -  THIRD
 JG0881
 JG0881.The horizontal coordinates were established by classical geodetic methods
 JG0881.and adjusted by the National Geodetic Survey in October 1998..
 JG0881
 JG0881
 JG0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0881
 JG0881.The geoid height was determined by GEOID03.
 JG0881
 JG0881;                    North         East     Units Scale Factor Converg.
 JG0881;SPC KS S     -   569,893.411   321,159.310   MT  0.99994752   -0 33 11.2
 JG0881;UTM  14      - 4,227,416.142   464,968.183   MT  0.99961511   -0 14 50.5
 JG0881
 JG0881                          SUPERSEDED SURVEY CONTROL
 JG0881
 JG0881  NAD 83(1997)-  38 11 38.42197(N)    099 24 00.22664(W) AD(       ) 4
 JG0881  NAD 83(1986)-  38 11 38.42183(N)    099 24 00.22661(W) AD(       ) 4
 JG0881  NAD 27      -  38 11 36.37000(N)    099 23 58.81000(W) AD(       ) 3
 JG0881
 JG0881.Superseded values are not recommended for survey control.
 JG0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0881.See file dsdata.txt to determine how the superseded data were derived.
 JG0881
 JG0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH6496827416(NAD 83)
 JG0881_MARKER: 65 = GRAIN ELEVATOR
 JG0881
 JG0881  HISTORY     - Date     Condition        Report By
 JG0881  HISTORY     - 1934     FIRST OBSERVED   CGS
 JG0881
 JG0881                          STATION DESCRIPTION
 JG0881
 JG0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 JG0881'POINT OBSERVED UPON IS CENTER OF TOP OF UNION COOPERATIVE
 JG0881'GRAIN ELEVATOR LOCATED IN THE SOUTHWEST PART OF ROZEL, 70
 JG0881'FEET HIGH.
 JG0881'
 JG0881'OBSERVED UPON FROM LANGER AND BURDETT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0849 ***********************************************************************
 KE0849  DESIGNATION -  RR 1
 KE0849  PID         -  KE0849
 KE0849  STATE/COUNTY-  KS/SHAWNEE
 KE0849  USGS QUAD   -  MERIDEN (1982)
 KE0849
 KE0849                         *CURRENT SURVEY CONTROL
 KE0849  ___________________________________________________________________
 KE0849* NAD 83(1986)-  39 08 11.     (N)    095 36 30.     (W)     SCALED    
 KE0849* NAVD 88     -       298.997  (meters)     980.96   (feet)  ADJUSTED  
 KE0849  ___________________________________________________________________
 KE0849  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 KE0849  DYNAMIC HT  -         298.804 (meters)     980.33  (feet)  COMP
 KE0849  MODELED GRAV-     979,973.3   (mgal)                       NAVD 88
 KE0849
 KE0849  VERT ORDER  -  SECOND    CLASS 0
 KE0849
 KE0849.The horizontal coordinates were scaled from a topographic map and have
 KE0849.an estimated accuracy of +/- 6 seconds.
 KE0849
 KE0849.The orthometric height was determined by differential leveling
 KE0849.and adjusted by the National Geodetic Survey in June 1991..
 KE0849
 KE0849.The geoid height was determined by GEOID03.
 KE0849
 KE0849.The dynamic height is computed by dividing the NAVD 88
 KE0849.geopotential number by the normal gravity value computed on the
 KE0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0849.degrees latitude (g = 980.6199 gals.).
 KE0849
 KE0849.The modeled gravity was interpolated from observed gravity values.
 KE0849
 KE0849;                    North         East    Units  Estimated Accuracy
 KE0849;SPC KS N     -    91,880.      606,750.      MT  (+/- 180 meters Scaled)
 KE0849
 KE0849                          SUPERSEDED SURVEY CONTROL
 KE0849
 KE0849  NGVD 29 (??/??/92)  298.900  (m)          980.64   (f) ADJ UNCH    2 0
 KE0849
 KE0849.Superseded values are not recommended for survey control.
 KE0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0849.See file dsdata.txt to determine how the superseded data were derived.
 KE0849
 KE0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD745351(NAD 83)
 KE0849_MARKER: Z = SEE DESCRIPTION
 KE0849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0849_SP_SET: RAIL
 KE0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0849
 KE0849  HISTORY     - Date     Condition        Report By
 KE0849  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0849  HISTORY     - 1934     GOOD             NGS
 KE0849  HISTORY     - 1950     MARK NOT FOUND   NGS
 KE0849
 KE0849                          STATION DESCRIPTION
 KE0849
 KE0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KE0849'4.3 MI S FROM MERIDEN.
 KE0849'4.3 MILES SOUTH OF SANTA FE STATION AT MERIDEN 63 FEET SOUTHWEST
 KE0849'OF CROSSING AND 65 FEET NORTHWEST OF CENTERLINE OF ATCHISON,
 KE0849'TOPEKA AND SANTA FE RAILROAD.
 KE0849
 KE0849                          STATION RECOVERY (1950)
 KE0849
 KE0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 KE0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0361 ***********************************************************************
 JF0361  DESIGNATION -  RR 11
 JF0361  PID         -  JF0361
 JF0361  STATE/COUNTY-  KS/MORRIS
 JF0361  USGS QUAD   -  COUNCIL GROVE LAKE (1971)
 JF0361
 JF0361                         *CURRENT SURVEY CONTROL
 JF0361  ___________________________________________________________________
 JF0361* NAD 83(1986)-  38 42 29.     (N)    096 32 18.     (W)     SCALED    
 JF0361* NAVD 88     -       385.549  (meters)    1264.92   (feet)  ADJUSTED  
 JF0361  ___________________________________________________________________
 JF0361  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 JF0361  DYNAMIC HT  -         385.279 (meters)    1264.04  (feet)  COMP
 JF0361  MODELED GRAV-     979,917.3   (mgal)                       NAVD 88
 JF0361
 JF0361  VERT ORDER  -  SECOND    CLASS 0
 JF0361
 JF0361.The horizontal coordinates were scaled from a topographic map and have
 JF0361.an estimated accuracy of +/- 6 seconds.
 JF0361
 JF0361.The orthometric height was determined by differential leveling
 JF0361.and adjusted by the National Geodetic Survey in June 1991..
 JF0361
 JF0361.The geoid height was determined by GEOID03.
 JF0361
 JF0361.The dynamic height is computed by dividing the NAVD 88
 JF0361.geopotential number by the normal gravity value computed on the
 JF0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0361.degrees latitude (g = 980.6199 gals.).
 JF0361
 JF0361.The modeled gravity was interpolated from observed gravity values.
 JF0361
 JF0361;                    North         East    Units  Estimated Accuracy
 JF0361;SPC KS N     -    42,620.      527,130.      MT  (+/- 180 meters Scaled)
 JF0361
 JF0361                          SUPERSEDED SURVEY CONTROL
 JF0361
 JF0361  NGVD 29 (??/??/92)  385.405  (m)         1264.45   (f) ADJ UNCH    2 0
 JF0361
 JF0361.Superseded values are not recommended for survey control.
 JF0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0361.See file dsdata.txt to determine how the superseded data were derived.
 JF0361
 JF0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH140872(NAD 83)
 JF0361_MARKER: DD = SURVEY DISK
 JF0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0361_SP_SET: CULVERT
 JF0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0361
 JF0361  HISTORY     - Date     Condition        Report By
 JF0361  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0361  HISTORY     - 1935     GOOD             NGS
 JF0361
 JF0361                          STATION DESCRIPTION
 JF0361
 JF0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0361'2.5 MI E FROM DOWNING.
 JF0361'2.5 MILES E. OF DOWNING (KELSO P.O.) STATION, ALONG M.K. AND T.
 JF0361'RR. IN TOP OF E. END OF RAISED CENTER STRIP OF BRONZE TABLET
 JF0361'6 INCHES E. OF W. END OF N. HEADWALL OF DOUBLE 4 X 8 CONC.
 JF0361'CULVERT, 12 YDS. E. OF MP 125.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0364 ***********************************************************************
 JF0364  DESIGNATION -  RR 12
 JF0364  PID         -  JF0364
 JF0364  STATE/COUNTY-  KS/MORRIS
 JF0364  USGS QUAD   -  COUNCIL GROVE LAKE (1971)
 JF0364
 JF0364                         *CURRENT SURVEY CONTROL
 JF0364  ___________________________________________________________________
 JF0364* NAD 83(1986)-  38 44 07.     (N)    096 34 27.     (W)     SCALED    
 JF0364* NAVD 88     -       397.392  (meters)    1303.78   (feet)  ADJUSTED  
 JF0364  ___________________________________________________________________
 JF0364  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 JF0364  DYNAMIC HT  -         397.114 (meters)    1302.86  (feet)  COMP
 JF0364  MODELED GRAV-     979,917.4   (mgal)                       NAVD 88
 JF0364
 JF0364  VERT ORDER  -  SECOND    CLASS 0
 JF0364
 JF0364.The horizontal coordinates were scaled from a topographic map and have
 JF0364.an estimated accuracy of +/- 6 seconds.
 JF0364
 JF0364.The orthometric height was determined by differential leveling
 JF0364.and adjusted by the National Geodetic Survey in June 1991..
 JF0364
 JF0364.The geoid height was determined by GEOID03.
 JF0364
 JF0364.The dynamic height is computed by dividing the NAVD 88
 JF0364.geopotential number by the normal gravity value computed on the
 JF0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0364.degrees latitude (g = 980.6199 gals.).
 JF0364
 JF0364.The modeled gravity was interpolated from observed gravity values.
 JF0364
 JF0364;                    North         East    Units  Estimated Accuracy
 JF0364;SPC KS N     -    45,600.      523,970.      MT  (+/- 180 meters Scaled)
 JF0364
 JF0364                          SUPERSEDED SURVEY CONTROL
 JF0364
 JF0364  NGVD 29 (??/??/92)  397.247  (m)         1303.30   (f) ADJ UNCH    2 0
 JF0364
 JF0364.Superseded values are not recommended for survey control.
 JF0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0364.See file dsdata.txt to determine how the superseded data were derived.
 JF0364
 JF0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SQH108901(NAD 83)
 JF0364_MARKER: B = BOLT
 JF0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0364_SP_SET: CULVERT
 JF0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0364
 JF0364  HISTORY     - Date     Condition        Report By
 JF0364  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0364  HISTORY     - 1935     GOOD             NGS
 JF0364  HISTORY     - 1968     GOOD             NGS
 JF0364
 JF0364                          STATION DESCRIPTION
 JF0364
 JF0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0364'0.2 MI W FROM DOWNING.
 JF0364'0.2 MILE W. OF DOWNING (KELSO P.O.) STATION, ALONG M. K. AND T. RR.
 JF0364'ON TOP OF ROUND HEADED BOLT, 1 FT. W. OF E. END OF S. HEADWALL
 JF0364'OF 9 X 6 CONC. CULVERT, 0.3 MILE E. OF MP 128.  NOTE-- OLD
 JF0364'RAILROAD HAS BEEN ABANDONED, BUT OLD CONCRETE CULVERT IS STILL
 JF0364'IN GOOD CONDITION, 0.2 MILE WEST OF CROSSROAD AT KELSO WHICH
 JF0364'WAS DOWNING IN ORIGINAL DESCRIPTION.
 JF0364
 JF0364                          STATION RECOVERY (1968)
 JF0364
 JF0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0369 ***********************************************************************
 JF0369  DESIGNATION -  RR 13
 JF0369  PID         -  JF0369
 JF0369  STATE/COUNTY-  KS/MORRIS
 JF0369  USGS QUAD   -  WHITE CITY (1971)
 JF0369
 JF0369                         *CURRENT SURVEY CONTROL
 JF0369  ___________________________________________________________________
 JF0369* NAD 83(1986)-  38 45 56.     (N)    096 42 05.     (W)     SCALED    
 JF0369* NAVD 88     -       417.079  (meters)    1368.37   (feet)  ADJUSTED  
 JF0369  ___________________________________________________________________
 JF0369  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 JF0369  DYNAMIC HT  -         416.788 (meters)    1367.41  (feet)  COMP
 JF0369  MODELED GRAV-     979,917.8   (mgal)                       NAVD 88
 JF0369
 JF0369  VERT ORDER  -  SECOND    CLASS 0
 JF0369
 JF0369.The horizontal coordinates were scaled from a topographic map and have
 JF0369.an estimated accuracy of +/- 6 seconds.
 JF0369
 JF0369.The orthometric height was determined by differential leveling
 JF0369.and adjusted by the National Geodetic Survey in June 1991..
 JF0369
 JF0369.The geoid height was determined by GEOID03.
 JF0369
 JF0369.The dynamic height is computed by dividing the NAVD 88
 JF0369.geopotential number by the normal gravity value computed on the
 JF0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0369.degrees latitude (g = 980.6199 gals.).
 JF0369
 JF0369.The modeled gravity was interpolated from observed gravity values.
 JF0369
 JF0369;                    North         East    Units  Estimated Accuracy
 JF0369;SPC KS N     -    48,790.      512,860.      MT  (+/- 180 meters Scaled)
 JF0369
 JF0369                          SUPERSEDED SURVEY CONTROL
 JF0369
 JF0369  NGVD 29 (??/??/92)  416.930  (m)         1367.88   (f) ADJ UNCH    2 0
 JF0369
 JF0369.Superseded values are not recommended for survey control.
 JF0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0369.See file dsdata.txt to determine how the superseded data were derived.
 JF0369
 JF0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH997932(NAD 83)
 JF0369_MARKER: Z = SEE DESCRIPTION
 JF0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0369_SP_SET: RAIL
 JF0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0369
 JF0369  HISTORY     - Date     Condition        Report By
 JF0369  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0369  HISTORY     - 1935     GOOD             NGS
 JF0369
 JF0369                          STATION DESCRIPTION
 JF0369
 JF0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0369'2.1 MI W FROM PARKERVILLE.
 JF0369'2.1 MILES W. OF PARKERVILLE, ALONG M. K. AND T. RR. IN TOP OF
 JF0369'E. END OF FLANGE OF R.R. RAIL EMBEDDED VERTICALLY IN GROUND
 JF0369'26 YDS. W. OF MP 135.  MARK IS AT FENCE, 14 YDS. S. OF CENTER
 JF0369'LINE OF TRACK.  NOTE-- DESIGNATION WAS STA 1188-73 RRBM 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0377 ***********************************************************************
 JF0377  DESIGNATION -  RR 14
 JF0377  PID         -  JF0377
 JF0377  STATE/COUNTY-  KS/GEARY
 JF0377  USGS QUAD   -  WREFORD (1964)
 JF0377
 JF0377                         *CURRENT SURVEY CONTROL
 JF0377  ___________________________________________________________________
 JF0377* NAD 83(1986)-  38 54 17.     (N)    096 49 51.     (W)     SCALED    
 JF0377* NAVD 88     -       384.327  (meters)    1260.91   (feet)  ADJUSTED  
 JF0377  ___________________________________________________________________
 JF0377  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 JF0377  DYNAMIC HT  -         384.060 (meters)    1260.04  (feet)  COMP
 JF0377  MODELED GRAV-     979,921.5   (mgal)                       NAVD 88
 JF0377
 JF0377  VERT ORDER  -  SECOND    CLASS 0
 JF0377
 JF0377.The horizontal coordinates were scaled from a topographic map and have
 JF0377.an estimated accuracy of +/- 6 seconds.
 JF0377
 JF0377.The orthometric height was determined by differential leveling
 JF0377.and adjusted by the National Geodetic Survey in June 1991..
 JF0377
 JF0377.The geoid height was determined by GEOID03.
 JF0377
 JF0377.The dynamic height is computed by dividing the NAVD 88
 JF0377.geopotential number by the normal gravity value computed on the
 JF0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0377.degrees latitude (g = 980.6199 gals.).
 JF0377
 JF0377.The modeled gravity was interpolated from observed gravity values.
 JF0377
 JF0377;                    North         East    Units  Estimated Accuracy
 JF0377;SPC KS N     -    64,090.      501,410.      MT  (+/- 180 meters Scaled)
 JF0377
 JF0377                          SUPERSEDED SURVEY CONTROL
 JF0377
 JF0377  NGVD 29 (??/??/92)  384.194  (m)         1260.48   (f) ADJ UNCH    2 0
 JF0377
 JF0377.Superseded values are not recommended for survey control.
 JF0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0377.See file dsdata.txt to determine how the superseded data were derived.
 JF0377
 JF0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ880084(NAD 83)
 JF0377_MARKER: B = BOLT
 JF0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0377_SP_SET: CULVERT
 JF0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0377
 JF0377  HISTORY     - Date     Condition        Report By
 JF0377  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0377  HISTORY     - 1935     GOOD             NGS
 JF0377  HISTORY     - 1968     MARK NOT FOUND   NGS
 JF0377
 JF0377                          STATION DESCRIPTION
 JF0377
 JF0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0377'3.7 MI NW FROM SKIDDY.
 JF0377'3.7 MILES N. W. OF SKIDDY STATION, ALONG M. K. AND T. RR. 6
 JF0377'INCHES FROM S. END OF W. HEADWALL OF CONC. CULVERT, 0.2 MILE S.
 JF0377'OF MP 148.  NOTE-- OLD RAILROAD HAS BEEN ABANDONED.
 JF0377
 JF0377                          STATION RECOVERY (1968)
 JF0377
 JF0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JF0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0381 ***********************************************************************
 JF0381  DESIGNATION -  RR 16
 JF0381  PID         -  JF0381
 JF0381  STATE/COUNTY-  KS/GEARY
 JF0381  USGS QUAD   -  WREFORD (1964)
 JF0381
 JF0381                         *CURRENT SURVEY CONTROL
 JF0381  ___________________________________________________________________
 JF0381* NAD 83(1986)-  38 56 13.     (N)    096 50 49.     (W)     SCALED    
 JF0381* NAVD 88     -       345.357  (meters)    1133.06   (feet)  ADJUSTED  
 JF0381  ___________________________________________________________________
 JF0381  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 JF0381  DYNAMIC HT  -         345.117 (meters)    1132.27  (feet)  COMP
 JF0381  MODELED GRAV-     979,923.7   (mgal)                       NAVD 88
 JF0381
 JF0381  VERT ORDER  -  SECOND    CLASS 0
 JF0381
 JF0381.The horizontal coordinates were scaled from a topographic map and have
 JF0381.an estimated accuracy of +/- 6 seconds.
 JF0381
 JF0381.The orthometric height was determined by differential leveling
 JF0381.and adjusted by the National Geodetic Survey in June 1991..
 JF0381
 JF0381.The geoid height was determined by GEOID03.
 JF0381
 JF0381.The dynamic height is computed by dividing the NAVD 88
 JF0381.geopotential number by the normal gravity value computed on the
 JF0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0381.degrees latitude (g = 980.6199 gals.).
 JF0381
 JF0381.The modeled gravity was interpolated from observed gravity values.
 JF0381
 JF0381;                    North         East    Units  Estimated Accuracy
 JF0381;SPC KS N     -    67,640.      499,970.      MT  (+/- 180 meters Scaled)
 JF0381
 JF0381                          SUPERSEDED SURVEY CONTROL
 JF0381
 JF0381  NGVD 29 (??/??/92)  345.234  (m)         1132.66   (f) ADJ UNCH    2 0
 JF0381
 JF0381.Superseded values are not recommended for survey control.
 JF0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0381.See file dsdata.txt to determine how the superseded data were derived.
 JF0381
 JF0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ866119(NAD 83)
 JF0381_MARKER: DD = SURVEY DISK
 JF0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JF0381_SP_SET: CULVERT
 JF0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JF0381
 JF0381  HISTORY     - Date     Condition        Report By
 JF0381  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0381  HISTORY     - 1935     GOOD             NGS
 JF0381  HISTORY     - 1960     MARK NOT FOUND   NGS
 JF0381
 JF0381                          STATION DESCRIPTION
 JF0381
 JF0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0381'6.1 MI NW FROM SKIDDY.
 JF0381'6.1 MILES N. W. OF SKIDDY STATION, ALONG M. K. AND T. RR. IN TOP
 JF0381'OF E. END OF RAISED CENTER STRIP OF BRONZE DISC 6 INCHES S. OF
 JF0381'N. END OF W. HEADWALL OF TRIPLE 2 X 4 CONC. BOX CULVERT, 0.4
 JF0381'MILE N. OF MP 150.  NOTE-- OLD RAILROAD HAS BEEN ABANDONED.
 JF0381
 JF0381                          STATION RECOVERY (1960)
 JF0381
 JF0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JF0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0011 ***********************************************************************
 JG0011  DESIGNATION -  RR 167
 JG0011  PID         -  JG0011
 JG0011  STATE/COUNTY-  KS/ELLSWORTH
 JG0011  USGS QUAD   -  ELLSWORTH (1979)
 JG0011
 JG0011                         *CURRENT SURVEY CONTROL
 JG0011  ___________________________________________________________________
 JG0011* NAD 83(1986)-  38 43 36.     (N)    098 14 00.     (W)     SCALED    
 JG0011* NAVD 88     -       468.579  (meters)    1537.33   (feet)  ADJUSTED  
 JG0011  ___________________________________________________________________
 JG0011  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 JG0011  DYNAMIC HT  -         468.250 (meters)    1536.25  (feet)  COMP
 JG0011  MODELED GRAV-     979,912.6   (mgal)                       NAVD 88
 JG0011
 JG0011  VERT ORDER  -  SECOND    CLASS 0
 JG0011
 JG0011.The horizontal coordinates were scaled from a topographic map and have
 JG0011.an estimated accuracy of +/- 6 seconds.
 JG0011
 JG0011.The orthometric height was determined by differential leveling
 JG0011.and adjusted by the National Geodetic Survey in June 1991..
 JG0011
 JG0011.The geoid height was determined by GEOID03.
 JG0011
 JG0011.The dynamic height is computed by dividing the NAVD 88
 JG0011.geopotential number by the normal gravity value computed on the
 JG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0011.degrees latitude (g = 980.6199 gals.).
 JG0011
 JG0011.The modeled gravity was interpolated from observed gravity values.
 JG0011
 JG0011;                    North         East    Units  Estimated Accuracy
 JG0011;SPC KS N     -    43,690.      379,710.      MT  (+/- 180 meters Scaled)
 JG0011
 JG0011                          SUPERSEDED SURVEY CONTROL
 JG0011
 JG0011  NGVD 29 (??/??/92)  468.429  (m)         1536.84   (f) ADJ UNCH    2 0
 JG0011
 JG0011.Superseded values are not recommended for survey control.
 JG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0011.See file dsdata.txt to determine how the superseded data were derived.
 JG0011
 JG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH666867(NAD 83)
 JG0011_MARKER: DD = SURVEY DISK
 JG0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JG0011_SP_SET: BRIDGE ABUTMENT
 JG0011_STAMPING: RR 167 1934
 JG0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JG0011
 JG0011  HISTORY     - Date     Condition        Report By
 JG0011  HISTORY     - 1934     MONUMENTED       USGS
 JG0011  HISTORY     - 20050805 MARK NOT FOUND   GEOCAC
 JG0011
 JG0011                          STATION DESCRIPTION
 JG0011
 JG0011'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 JG0011'AT ELLSWORTH.
 JG0011'AT ELLSWORTH, ELLSWORTH COUNTY, ON U.S. HIGHWAY 40 (1934 ROUTE),
 JG0011'AT A BRIDGE OVER SMOKY HILL RIVER, AND IN THE TOP OF THE NORTHWEST
 JG0011'ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY WATER-GAGE DISK,
 JG0011'STAMPED RR 167 1934.
 JG0011
 JG0011                          STATION RECOVERY (2005)
 JG0011
 JG0011'RECOVERY NOTE BY GEOCACHING 2005 (RCF)
 JG0011'BRIDGE HAS BEEN REPLACED SINCE MARK WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF0383 ***********************************************************************
 JF0383  DESIGNATION -  RR 17
 JF0383  PID         -  JF0383
 JF0383  STATE/COUNTY-  KS/GEARY
 JF0383  USGS QUAD   -  WREFORD (1964)
 JF0383
 JF0383                         *CURRENT SURVEY CONTROL
 JF0383  ___________________________________________________________________
 JF0383* NAD 83(1986)-  38 57 49.     (N)    096 50 28.     (W)     SCALED    
 JF0383* NAVD 88     -       329.496  (meters)    1081.02   (feet)  ADJUSTED  
 JF0383  ___________________________________________________________________
 JF0383  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 JF0383  DYNAMIC HT  -         329.270 (meters)    1080.28  (feet)  COMP
 JF0383  MODELED GRAV-     979,932.1   (mgal)                       NAVD 88
 JF0383
 JF0383  VERT ORDER  -  SECOND    CLASS 0
 JF0383
 JF0383.The horizontal coordinates were scaled from a topographic map and have
 JF0383.an estimated accuracy of +/- 6 seconds.
 JF0383
 JF0383.The orthometric height was determined by differential leveling
 JF0383.and adjusted by the National Geodetic Survey in June 1991..
 JF0383
 JF0383.The geoid height was determined by GEOID03.
 JF0383
 JF0383.The dynamic height is computed by dividing the NAVD 88
 JF0383.geopotential number by the normal gravity value computed on the
 JF0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF0383.degrees latitude (g = 980.6199 gals.).
 JF0383
 JF0383.The modeled gravity was interpolated from observed gravity values.
 JF0383
 JF0383;                    North         East    Units  Estimated Accuracy
 JF0383;SPC KS N     -    70,610.      500,440.      MT  (+/- 180 meters Scaled)
 JF0383
 JF0383                          SUPERSEDED SURVEY CONTROL
 JF0383
 JF0383  NGVD 29 (??/??/92)  329.384  (m)         1080.65   (f) ADJ UNCH    2 0
 JF0383
 JF0383.Superseded values are not recommended for survey control.
 JF0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF0383.See file dsdata.txt to determine how the superseded data were derived.
 JF0383
 JF0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPJ870149(NAD 83)
 JF0383_MARKER: B = BOLT
 JF0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JF0383_SP_SET: PIER
 JF0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JF0383
 JF0383  HISTORY     - Date     Condition        Report By
 JF0383  HISTORY     - UNK      MONUMENTED       MKTRR
 JF0383  HISTORY     - 1935     GOOD             NGS
 JF0383  HISTORY     - 1960     MARK NOT FOUND   NGS
 JF0383
 JF0383                          STATION DESCRIPTION
 JF0383
 JF0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JF0383'4.8 MI S FROM JUNCTION CITY.
 JF0383'4.8 MILES S. OF JUNCTION CITY MKT STATION, ALONG M. K. AND T.
 JF0383'RR. IN S. W. CORNER OF S. CONC. PIER OF STEEL BRIDGE B 152.2 OVER
 JF0383'LYONS CREEK, 100 YDS. N. OF N. SWITCH AT WREFORD SIDING.
 JF0383'NOTE-- OLD RAILROAD HAS BEEN ABANDONED.
 JF0383
 JF0383                          STATION RECOVERY (1960)
 JF0383
 JF0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JF0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0827 ***********************************************************************
 KE0827  DESIGNATION -  RR 32
 KE0827  PID         -  KE0827
 KE0827  STATE/COUNTY-  KS/JEFFERSON
 KE0827  USGS QUAD   -  HOLTON SE (1978)
 KE0827
 KE0827                         *CURRENT SURVEY CONTROL
 KE0827  ___________________________________________________________________
 KE0827* NAD 83(1986)-  39 16 41.     (N)    095 30 33.     (W)     SCALED    
 KE0827* NAVD 88     -       289.305  (meters)     949.16   (feet)  ADJUSTED  
 KE0827  ___________________________________________________________________
 KE0827  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 KE0827  DYNAMIC HT  -         289.120 (meters)     948.55  (feet)  COMP
 KE0827  MODELED GRAV-     979,981.0   (mgal)                       NAVD 88
 KE0827
 KE0827  VERT ORDER  -  SECOND    CLASS 0
 KE0827
 KE0827.The horizontal coordinates were scaled from a topographic map and have
 KE0827.an estimated accuracy of +/- 6 seconds.
 KE0827
 KE0827.The orthometric height was determined by differential leveling
 KE0827.and adjusted by the National Geodetic Survey in June 1991..
 KE0827
 KE0827.The geoid height was determined by GEOID03.
 KE0827
 KE0827.The dynamic height is computed by dividing the NAVD 88
 KE0827.geopotential number by the normal gravity value computed on the
 KE0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0827.degrees latitude (g = 980.6199 gals.).
 KE0827
 KE0827.The modeled gravity was interpolated from observed gravity values.
 KE0827
 KE0827;                    North         East    Units  Estimated Accuracy
 KE0827;SPC KS N     -   107,830.      614,890.      MT  (+/- 180 meters Scaled)
 KE0827
 KE0827                          SUPERSEDED SURVEY CONTROL
 KE0827
 KE0827  NGVD 29 (??/??/92)  289.204  (m)          948.83   (f) ADJ UNCH    2 0
 KE0827
 KE0827.Superseded values are not recommended for survey control.
 KE0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0827.See file dsdata.txt to determine how the superseded data were derived.
 KE0827
 KE0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD835506(NAD 83)
 KE0827_MARKER: Z = SEE DESCRIPTION
 KE0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0827_SP_SET: RAIL
 KE0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0827
 KE0827  HISTORY     - Date     Condition        Report By
 KE0827  HISTORY     - UNK      MONUMENTED       ATSFRR
 KE0827  HISTORY     - 1934     GOOD             NGS
 KE0827
 KE0827                          STATION DESCRIPTION
 KE0827
 KE0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KE0827'2.8 MI NE FROM ROCK CREEK.
 KE0827'2.8 MILES NORTHEAST OF SANTA FE STATION AT ROCK CREEK 16 FEET
 KE0827'WEST OF ATCHISON, TOPEKA AND SANTA FE RAILROAD TRACKS, AND OPPOSITE
 KE0827'MILE POST 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KE0831 ***********************************************************************
 KE0831  DESIGNATION -  RR 34
 KE0831  PID         -  KE0831
 KE0831  STATE/COUNTY-  KS/JEFFERSON
 KE0831  USGS QUAD   -  HOLTON SE (1978)
 KE0831
 KE0831                         *CURRENT SURVEY CONTROL
 KE0831  ___________________________________________________________________
 KE0831* NAD 83(1986)-  39 15 27.     (N)    095 32 01.     (W)     SCALED    
 KE0831* NAVD 88     -       324.161  (meters)    1063.52   (feet)  ADJUSTED  
 KE0831  ___________________________________________________________________
 KE0831  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 KE0831  DYNAMIC HT  -         323.953 (meters)    1062.84  (feet)  COMP
 KE0831  MODELED GRAV-     979,975.1   (mgal)                       NAVD 88
 KE0831
 KE0831  VERT ORDER  -  SECOND    CLASS 0
 KE0831
 KE0831.The horizontal coordinates were scaled from a topographic map and have
 KE0831.an estimated accuracy of +/- 6 seconds.
 KE0831
 KE0831.The orthometric height was determined by differential leveling
 KE0831.and adjusted by the National Geodetic Survey in June 1991..
 KE0831
 KE0831.The geoid height was determined by GEOID03.
 KE0831
 KE0831.The dynamic height is computed by dividing the NAVD 88
 KE0831.geopotential number by the normal gravity value computed on the
 KE0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KE0831.degrees latitude (g = 980.6199 gals.).
 KE0831
 KE0831.The modeled gravity was interpolated from observed gravity values.
 KE0831
 KE0831;                    North         East    Units  Estimated Accuracy
 KE0831;SPC KS N     -   105,490.      612,840.      MT  (+/- 180 meters Scaled)
 KE0831
 KE0831                          SUPERSEDED SURVEY CONTROL
 KE0831
 KE0831  NGVD 29 (??/??/92)  324.060  (m)         1063.19   (f) ADJ UNCH    2 0
 KE0831
 KE0831.Superseded values are not recommended for survey control.
 KE0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KE0831.See file dsdata.txt to determine how the superseded data were derived.
 KE0831
 KE0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15STD813484(NAD 83)
 KE0831_MARKER: Z = SEE DESCRIPTION
 KE0831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KE0831_SP_SET: RAIL
 KE0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KE0831
 KE0831  HISTORY     - Date     Condition        Report By
 KE0831  HISTORY     - UNK      MONUMENTED       CGS
 KE0831  HISTORY     - 1934     GOOD             NGS
 KE0831
 KE0831                          STATION DESCRIPTION
 KE0831
 KE0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KE0831'0.8 MI N FROM ROCK CREEK.
 KE0831'0.8 MILES NORTH OF SANTA FE STATION AT ROCK CREEK 6 FEET WEST
 KE0831'OF ATCHISON, TOPEKA AND SANTA FE RAILROAD TRACKS AND OPPOSITE
 KE0831'MILE POST 34.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1093 ***********************************************************************
 JF1093  DESIGNATION -  RR 500
 JF1093  PID         -  JF1093
 JF1093  STATE/COUNTY-  KS/MCPHERSON
 JF1093  USGS QUAD   -  LINDSBORG (1979)
 JF1093
 JF1093                         *CURRENT SURVEY CONTROL
 JF1093  ___________________________________________________________________
 JF1093* NAD 83(1986)-  38 32 58.     (N)    097 43 53.     (W)     SCALED    
 JF1093* NAVD 88     -       414.558  (meters)    1360.10   (feet)  ADJUSTED  
 JF1093  ___________________________________________________________________
 JF1093  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 JF1093  DYNAMIC HT  -         414.262 (meters)    1359.12  (feet)  COMP
 JF1093  MODELED GRAV-     979,903.4   (mgal)                       NAVD 88
 JF1093
 JF1093  VERT ORDER  -  SECOND    CLASS 0
 JF1093
 JF1093.The horizontal coordinates were scaled from a topographic map and have
 JF1093.an estimated accuracy of +/- 6 seconds.
 JF1093
 JF1093.The orthometric height was determined by differential leveling
 JF1093.and adjusted by the National Geodetic Survey in June 1991..
 JF1093
 JF1093.The geoid height was determined by GEOID03.
 JF1093
 JF1093.The dynamic height is computed by dividing the NAVD 88
 JF1093.geopotential number by the normal gravity value computed on the
 JF1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1093.degrees latitude (g = 980.6199 gals.).
 JF1093
 JF1093.The modeled gravity was interpolated from observed gravity values.
 JF1093
 JF1093;                    North         East    Units  Estimated Accuracy
 JF1093;SPC KS S     -   609,240.      467,000.      MT  (+/- 180 meters Scaled)
 JF1093
 JF1093                          SUPERSEDED SURVEY CONTROL
 JF1093
 JF1093  NGVD 29 (??/??/92)  414.422  (m)         1359.65   (f) ADJ UNCH    2 0
 JF1093
 JF1093.Superseded values are not recommended for survey control.
 JF1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1093.See file dsdata.txt to determine how the superseded data were derived.
 JF1093
 JF1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH105675(NAD 83)
 JF1093_MARKER: Z = SEE DESCRIPTION
 JF1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1093+STABILITY: SURFACE MOTION
 JF1093
 JF1093  HISTORY     - Date     Condition        Report By
 JF1093  HISTORY     - UNK      MONUMENTED       MPRR
 JF1093  HISTORY     - 1934     GOOD             NGS
 JF1093
 JF1093                          STATION DESCRIPTION
 JF1093
 JF1093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF1093'3.8 MI W FROM LINDSBORG.
 JF1093'3.8 MILES WEST OF LINDSBORG CRIST MILL AT LINDSBORG, TOP OF
 JF1093'CONCRETE POST, 11 FEET NORTH OF CENTERLINE OF MISSOURI PACIFIC
 JF1093'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1097 ***********************************************************************
 JF1097  DESIGNATION -  RR 505
 JF1097  PID         -  JF1097
 JF1097  STATE/COUNTY-  KS/MCPHERSON
 JF1097  USGS QUAD   -  MARQUETTE (1979)
 JF1097
 JF1097                         *CURRENT SURVEY CONTROL
 JF1097  ___________________________________________________________________
 JF1097* NAD 83(1986)-  38 33 24.     (N)    097 49 20.     (W)     SCALED    
 JF1097* NAVD 88     -       424.241  (meters)    1391.86   (feet)  ADJUSTED  
 JF1097  ___________________________________________________________________
 JF1097  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 JF1097  DYNAMIC HT  -         423.934 (meters)    1390.86  (feet)  COMP
 JF1097  MODELED GRAV-     979,893.3   (mgal)                       NAVD 88
 JF1097
 JF1097  VERT ORDER  -  SECOND    CLASS 0
 JF1097
 JF1097.The horizontal coordinates were scaled from a topographic map and have
 JF1097.an estimated accuracy of +/- 6 seconds.
 JF1097
 JF1097.The orthometric height was determined by differential leveling
 JF1097.and adjusted by the National Geodetic Survey in June 1991..
 JF1097
 JF1097.The geoid height was determined by GEOID03.
 JF1097
 JF1097.The dynamic height is computed by dividing the NAVD 88
 JF1097.geopotential number by the normal gravity value computed on the
 JF1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1097.degrees latitude (g = 980.6199 gals.).
 JF1097
 JF1097.The modeled gravity was interpolated from observed gravity values.
 JF1097
 JF1097;                    North         East    Units  Estimated Accuracy
 JF1097;SPC KS S     -   609,980.      459,080.      MT  (+/- 180 meters Scaled)
 JF1097
 JF1097                          SUPERSEDED SURVEY CONTROL
 JF1097
 JF1097  NGVD 29 (??/??/92)  424.099  (m)         1391.40   (f) ADJ UNCH    2 0
 JF1097
 JF1097.Superseded values are not recommended for survey control.
 JF1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1097.See file dsdata.txt to determine how the superseded data were derived.
 JF1097
 JF1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPH026682(NAD 83)
 JF1097_MARKER: Z = SEE DESCRIPTION
 JF1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1097+STABILITY: SURFACE MOTION
 JF1097
 JF1097  HISTORY     - Date     Condition        Report By
 JF1097  HISTORY     - UNK      MONUMENTED       MPRR
 JF1097  HISTORY     - 1934     GOOD             NGS
 JF1097
 JF1097                          STATION DESCRIPTION
 JF1097
 JF1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF1097'8.8 MI W FROM LINDSBORG.
 JF1097'8.8 MILES WEST OF LINDSBORG CRIST MILL AT LINDSBORG, TOP OF
 JF1097'CONCRETE POST, 11 FEET NORTH OF CENTERLINE OF MISSOURI PACIFIC
 JF1097'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1101 ***********************************************************************
 JF1101  DESIGNATION -  RR 510
 JF1101  PID         -  JF1101
 JF1101  STATE/COUNTY-  KS/MCPHERSON
 JF1101  USGS QUAD   -  LANGLEY (1978)
 JF1101
 JF1101                         *CURRENT SURVEY CONTROL
 JF1101  ___________________________________________________________________
 JF1101* NAD 83(1986)-  38 33 18.     (N)    097 54 42.     (W)     SCALED    
 JF1101* NAVD 88     -       442.557  (meters)    1451.96   (feet)  ADJUSTED  
 JF1101  ___________________________________________________________________
 JF1101  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 JF1101  DYNAMIC HT  -         442.237 (meters)    1450.91  (feet)  COMP
 JF1101  MODELED GRAV-     979,891.8   (mgal)                       NAVD 88
 JF1101
 JF1101  VERT ORDER  -  SECOND    CLASS 0
 JF1101
 JF1101.The horizontal coordinates were scaled from a topographic map and have
 JF1101.an estimated accuracy of +/- 6 seconds.
 JF1101
 JF1101.The orthometric height was determined by differential leveling
 JF1101.and adjusted by the National Geodetic Survey in June 1991..
 JF1101
 JF1101.The geoid height was determined by GEOID03.
 JF1101
 JF1101.The dynamic height is computed by dividing the NAVD 88
 JF1101.geopotential number by the normal gravity value computed on the
 JF1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1101.degrees latitude (g = 980.6199 gals.).
 JF1101
 JF1101.The modeled gravity was interpolated from observed gravity values.
 JF1101
 JF1101;                    North         East    Units  Estimated Accuracy
 JF1101;SPC KS S     -   609,750.      451,280.      MT  (+/- 180 meters Scaled)
 JF1101
 JF1101                          SUPERSEDED SURVEY CONTROL
 JF1101
 JF1101  NGVD 29 (??/??/92)  442.415  (m)         1451.49   (f) ADJ UNCH    2 0
 JF1101
 JF1101.Superseded values are not recommended for survey control.
 JF1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1101.See file dsdata.txt to determine how the superseded data were derived.
 JF1101
 JF1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH948679(NAD 83)
 JF1101_MARKER: Z = SEE DESCRIPTION
 JF1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1101+STABILITY: SURFACE MOTION
 JF1101
 JF1101  HISTORY     - Date     Condition        Report By
 JF1101  HISTORY     - UNK      MONUMENTED       MPRR
 JF1101  HISTORY     - 1934     GOOD             NGS
 JF1101
 JF1101                          STATION DESCRIPTION
 JF1101
 JF1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF1101'13.8 MI W FROM LINDSBORG.
 JF1101'13.8 MILES WEST OF LINDSBORG GRIST MILL AT LINDSBORG TOP OF
 JF1101'CONCRETE POST, 11 FEET NORTH OF CENTERLINE OF MISSOURI PACIFIC
 JF1101'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JF1104 ***********************************************************************
 JF1104  DESIGNATION -  RR 515
 JF1104  PID         -  JF1104
 JF1104  STATE/COUNTY-  KS/ELLSWORTH
 JF1104  USGS QUAD   -  LANGLEY (1978)
 JF1104
 JF1104                         *CURRENT SURVEY CONTROL
 JF1104  ___________________________________________________________________
 JF1104* NAD 83(1986)-  38 32 06.     (N)    097 59 40.     (W)     SCALED    
 JF1104* NAVD 88     -       480.986  (meters)    1578.03   (feet)  ADJUSTED  
 JF1104  ___________________________________________________________________
 JF1104  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 JF1104  DYNAMIC HT  -         480.635 (meters)    1576.88  (feet)  COMP
 JF1104  MODELED GRAV-     979,882.4   (mgal)                       NAVD 88
 JF1104
 JF1104  VERT ORDER  -  SECOND    CLASS 0
 JF1104
 JF1104.The horizontal coordinates were scaled from a topographic map and have
 JF1104.an estimated accuracy of +/- 6 seconds.
 JF1104
 JF1104.The orthometric height was determined by differential leveling
 JF1104.and adjusted by the National Geodetic Survey in June 1991..
 JF1104
 JF1104.The geoid height was determined by GEOID03.
 JF1104
 JF1104.The dynamic height is computed by dividing the NAVD 88
 JF1104.geopotential number by the normal gravity value computed on the
 JF1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JF1104.degrees latitude (g = 980.6199 gals.).
 JF1104
 JF1104.The modeled gravity was interpolated from observed gravity values.
 JF1104
 JF1104;                    North         East    Units  Estimated Accuracy
 JF1104;SPC KS N     -    22,390.      400,480.      MT  (+/- 180 meters Scaled)
 JF1104
 JF1104                          SUPERSEDED SURVEY CONTROL
 JF1104
 JF1104  NGVD 29 (??/??/92)  480.836  (m)         1577.54   (f) ADJ UNCH    2 0
 JF1104
 JF1104.Superseded values are not recommended for survey control.
 JF1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JF1104.See file dsdata.txt to determine how the superseded data were derived.
 JF1104
 JF1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH876656(NAD 83)
 JF1104_MARKER: Z = SEE DESCRIPTION
 JF1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JF1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JF1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JF1104+STABILITY: SURFACE MOTION
 JF1104
 JF1104  HISTORY     - Date     Condition        Report By
 JF1104  HISTORY     - UNK      MONUMENTED       MPRR
 JF1104  HISTORY     - 1934     GOOD             NGS
 JF1104
 JF1104                          STATION DESCRIPTION
 JF1104
 JF1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JF1104'14.8 MI E FROM FREDERICK.
 JF1104'14.8 MILES EAST OF FREDERICK JUNCTION TOP OF CONCRETE POST, 11
 JF1104'FEET WEST OF CENTERLINE OF MISSOURI PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0668 ***********************************************************************
 JG0668  DESIGNATION -  RSL A
 JG0668  PID         -  JG0668
 JG0668  STATE/COUNTY-  KS/RUSSELL
 JG0668  USGS QUAD   -  HOMER (1979)
 JG0668
 JG0668                         *CURRENT SURVEY CONTROL
 JG0668  ___________________________________________________________________
 JG0668* NAD 83(1997)-  38 52 22.44029(N)    098 48 34.44870(W)     ADJUSTED  
 JG0668* NAVD 88     -       567.862  (meters)    1863.06   (feet)  ADJUSTED  
 JG0668  ___________________________________________________________________
 JG0668  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 JG0668  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0668  DYNAMIC HT  -         567.460 (meters)    1861.74  (feet)  COMP
 JG0668  MODELED GRAV-     979,901.2   (mgal)                       NAVD 88
 JG0668
 JG0668  HORZ ORDER  -  THIRD
 JG0668  VERT ORDER  -  THIRD
 JG0668
 JG0668.This mark is at Russell Municipal Airport (RSL)
 JG0668
 JG0668.The horizontal coordinates were established by classical geodetic methods
 JG0668.and adjusted by the National Geodetic Survey in October 1998..
 JG0668
 JG0668.The orthometric height was determined by differential leveling
 JG0668.and adjusted by the National Geodetic Survey in June 1991..
 JG0668
 JG0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0668
 JG0668.The geoid height was determined by GEOID03.
 JG0668
 JG0668.The dynamic height is computed by dividing the NAVD 88
 JG0668.geopotential number by the normal gravity value computed on the
 JG0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0668.degrees latitude (g = 980.6199 gals.).
 JG0668
 JG0668.The modeled gravity was interpolated from observed gravity values.
 JG0668
 JG0668;                    North         East     Units Scale Factor Converg.
 JG0668;SPC KS N     -    60,211.649   329,747.096   MT  0.99997846   -0 30 44.0
 JG0668;UTM  14      - 4,302,689.551   516,519.214   MT  0.99960336   +0 07 10.2
 JG0668
 JG0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0668!SPC KS N     -   0.99991500  x   0.99997846  =   0.99989347
 JG0668!UTM  14      -   0.99991500  x   0.99960336  =   0.99951840
 JG0668
 JG0668:                Primary Azimuth Mark                     Grid Az
 JG0668:SPC KS N     -  U 304                                    005 37 22.1
 JG0668:UTM  14      -  U 304                                    004 59 27.9
 JG0668
 JG0668|---------------------------------------------------------------------|
 JG0668| PID    Reference Object                     Distance      Geod. Az  |
 JG0668|                                                           dddmmss.s |
 JG0668| JG0244 U 304                               APPROX. 0.5 KM 0050638.1 |
 JG0668| JG0239 RUSSELL                             441.442 METERS 0393441.0 |
 JG0668| JG0237 RUSSELL AZ MK                       APPROX. 0.7 KM 1034137.3 |
 JG0668| JG0973 RL 01                               455.336 METERS 1844747.6 |
 JG0668| JG0811 RUSSELL MUNICIPAL TANK              APPROX. 4.1 KM 2863607.8 |
 JG0668|---------------------------------------------------------------------|
 JG0668
 JG0668                          SUPERSEDED SURVEY CONTROL
 JG0668
 JG0668  NAD 83(1986)-  38 52 22.44787(N)    098 48 34.44825(W) AD(       ) 3
 JG0668  NAD 27      -  38 52 22.40723(N)    098 48 33.15543(W) AD(       ) 3
 JG0668  NGVD 29 (12/08/88)  567.66   (m)         1862.4    (f) LEVELING    3  
 JG0668
 JG0668.Superseded values are not recommended for survey control.
 JG0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0668.See file dsdata.txt to determine how the superseded data were derived.
 JG0668
 JG0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1651902690(NAD 83)
 JG0668_MARKER: DD = SURVEY DISK
 JG0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0668_SP_SET: CONCRETE POST
 JG0668_STAMPING: RSL 1987
 JG0668_MARK LOGO: NOSAMC
 JG0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0668+STABILITY: SURFACE MOTION
 JG0668
 JG0668  HISTORY     - Date     Condition        Report By
 JG0668  HISTORY     - 1987     MONUMENTED       NOS
 JG0668  HISTORY     - 1987     GOOD             NOS
 JG0668
 JG0668                          STATION DESCRIPTION
 JG0668
 JG0668'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (REM)
 JG0668'THE STATION IS LOCATED AT THE RUSSELL MUNICIPAL AIRPORT.
 JG0668'
 JG0668'SEE THE AIRPORT MANAGER.
 JG0668'
 JG0668'THE STATION IS A STANDARD NOS DISK STAMPED---RSL A 1987---, SET IN
 JG0668'THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 JG0668'IT IS LOCATED,
 JG0668'42.64 M (139.9 FT) EAST NORTHEAST OF THE POLE SUPPORTING A LARGE
 JG0668'WIND DIRECTOR SET INSIDE A CIRCLE OF YELLOW AND BLACK PAINTED HALF
 JG0668'BARRELS.
 JG0668'80.65 M (264.6 FT) NORTH OF A STEEL POLE SUPPORTING WIND SPEED AND
 JG0668'DIRECTION INDICTORS.
 JG0668'1.71 M (5.6 FT.) WEST OF THE EDGE OF A CULTIVATED FIELD.
 JG0668'
 JG0668'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JG0668'
 JG0668'DESCRIBED BY JDS.
 JG0668
 JG0668                          STATION RECOVERY (1987)
 JG0668
 JG0668'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 JG0668'6.4 KM (4.00 MI) SE FROM RUSSELL.
 JG0668'THE STATION IS LOCATED AT THE RUSSELL MUNICIPAL AIRPORT.  CONTACT THE
 JG0668'AIRPORT MANAGER PRIOR TO USING THE STATION.  THE STATION IS A
 JG0668'STANDARD NOS ALUMINUM DISK SET INTO THE TOP OF A 10 INCH DIAMETER
 JG0668'CONCRETE MONUMENT FLUSH WITH THE EXISTING GROUND.  IT IS LOCATED
 JG0668'139.9 FEET ENE OF THE POLE SUPPORTING A LARGE WIND DIRECTOR, AND 264
 JG0668'FEET NORTH OF A STEEL POLE SUPPORTING WIND SPEED AND DIRECTION
 JG0668'INDICATORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0840 ***********************************************************************
 HG0840  DESIGNATION -  RUELLA
 HG0840  PID         -  HG0840
 HG0840  STATE/COUNTY-  KS/HARPER
 HG0840  USGS QUAD   -  WALDRON (1972)
 HG0840
 HG0840                         *CURRENT SURVEY CONTROL
 HG0840  ___________________________________________________________________
 HG0840* NAD 83(1997)-  37 05 38.16220(N)    098 10 22.69156(W)     ADJUSTED  
 HG0840* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 HG0840  ___________________________________________________________________
 HG0840  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 HG0840  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 HG0840
 HG0840  HORZ ORDER  -  FIRST
 HG0840
 HG0840.The horizontal coordinates were established by classical geodetic methods
 HG0840.and adjusted by the National Geodetic Survey in October 1998..
 HG0840
 HG0840.The orthometric height was scaled from a topographic map.
 HG0840
 HG0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 HG0840
 HG0840.The geoid height was determined by GEOID03.
 HG0840
 HG0840;                    North         East     Units Scale Factor Converg.
 HG0840;SPC KS S     -   447,471.921   429,074.708   MT  1.00003844   +0 12 03.5
 HG0840;SPC OK N     -   232,357.104   584,621.460   MT  1.00007611   -0 06 07.5
 HG0840;SPC OK N     -   762,324.93  1,918,045.57   sFT  1.00007611   -0 06 07.5
 HG0840;UTM  14      - 4,105,612.782   573,495.970   MT  0.99966654   +0 29 55.8
 HG0840
 HG0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HG0840!SPC KS S     -   0.99994038  x   1.00003844  =   0.99997882
 HG0840!SPC OK N     -   0.99994038  x   1.00007611  =   1.00001649
 HG0840!UTM  14      -   0.99994038  x   0.99966654  =   0.99960694
 HG0840
 HG0840:                Primary Azimuth Mark                     Grid Az
 HG0840:SPC KS S     -  HARPER STANDPIPE                         030 24 27.5
 HG0840:SPC OK N     -  HARPER STANDPIPE                         030 42 38.5
 HG0840:UTM  14      -  HARPER STANDPIPE                         030 06 35.2
 HG0840
 HG0840|---------------------------------------------------------------------|
 HG0840| PID    Reference Object                     Distance      Geod. Az  |
 HG0840|                                                           dddmmss.s |
 HG0840| HG0825 HARPER STANDPIPE                    APPROX.24.8 KM 0303631.0 |
 HG0840| HG0831 AMARILLO KANSAS CITY BCN 24         APPROX.10.7 KM 0525808.5 |
 HG0840| HG0832 ANTHONY MUNICIPAL WATER TANK        APPROX.14.3 KM 0603009.1 |
 HG0840| CL3917 RUELLA RM 3                          14.621 METERS 07721     |
 HG0840| CL3915 RUELLA RM 1                          32.020 METERS 08345     |
 HG0840| CL3919 RUELLA RM 5 AZIMUTH                                0880351.7 |
 HG0840| CL3914 RUELLA AZ MK                                       0890015.7 |
 HG0840| GJ0490 MANCHESTER WATER TANK               APPROX.16.6 KM 1320411.1 |
 HG0840| HG0841 AMARILLO KANSAS CITY BCN 23         APPROX. 4.1 KM 2180128.3 |
 HG0840| GJ0518 AMARILLO KANSAS CITY BCN 22         APPROX.18.3 KM 2290500.1 |
 HG0840| CL3918 RUELLA RM 4                          15.194 METERS 28209     |
 HG0840| CL3916 RUELLA RM 2                          31.120 METERS 31317     |
 HG0840| HG0842 ATTICA MUNICIPAL WATER TANK         APPROX.17.3 KM 3450050.9 |
 HG0840| HG0845 ZENDA PHILLIPS PIPELINE TANK        APPROX.31.6 KM 3461939.9 |
 HG0840|---------------------------------------------------------------------|
 HG0840
 HG0840                          SUPERSEDED SURVEY CONTROL
 HG0840
 HG0840  NAD 83(1997)-  37 05 38.16456(N)    098 10 22.69483(W) AD(       ) 1
 HG0840  NAD 83(1986)-  37 05 38.16741(N)    098 10 22.68540(W) AD(       ) 1
 HG0840  NAD 27      -  37 05 38.08071(N)    098 10 21.44643(W) AD(       ) 1
 HG0840
 HG0840.Superseded values are not recommended for survey control.
 HG0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0840.See file dsdata.txt to determine how the superseded data were derived.
 HG0840
 HG0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG7349605613(NAD 83)
 HG0840_MARKER: DS = TRIANGULATION STATION DISK
 HG0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HG0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HG0840
 HG0840  HISTORY     - Date     Condition        Report By
 HG0840  HISTORY     - 1934     MONUMENTED       CGS
 HG0840  HISTORY     - 1972     GOOD             USGS
 HG0840  HISTORY     - 1973     GOOD             NGS
 HG0840  HISTORY     - 19990223 POOR             INDIV
 HG0840
 HG0840                          STATION DESCRIPTION
 HG0840
 HG0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CIA)
 HG0840'STATION IS LOCATED IN SEC. 11, T. 34 S., R. 8 W., 7 MILES
 HG0840'WEST AND 4 MILES SOUTH OF ANTHONY AND 13 MILES EAST OF HAZELTON
 HG0840'ON THE SOUTH END OF A NORTH-AND-SOUTH RIDGE.
 HG0840'
 HG0840'REACHED FROM ANTHONY POST OFFICE BY GOING WEST ON STATE HIGHWAY
 HG0840'14 FOR 6.4 MILES TO FLOWERDALE SCHOOL (THIS SCHOOL IS 18.0
 HG0840'MILES EAST OF HAZELTON ON STATE HIGHWAY 14), TURN SOUTH AT
 HG0840'SCHOOL AND GO 2.0 MILES, THEN RIGHT (WEST) AND GO 1.0 MILE,
 HG0840'THEN LEFT (SOUTH) AND GO 2.0 MILES, THEN RIGHT (WEST) AND GO
 HG0840'0.4 MILE TO TOP OF RIDGE AND STATION ON LEFT.
 HG0840'
 HG0840'STATION IS 102 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF
 HG0840'FOUNDATION OF REMAINS OF OLD HOUSE, 107.5 FEET NORTHWEST
 HG0840'OF LONE PLUM TREE AT NORTHEAST CORNER OF FOUNDATION, 43 FEET
 HG0840'SOUTH OF CENTERLINE OF EAST-AND-WEST ROAD LEADING TO STATION,
 HG0840'19 FEET WEST OF CENTERLINE OF ENTRANCE OF LANE TO OLD HOUSE
 HG0840'AND 12 FEET SOUTH OF SOUTH RIGHT-OF-WAY FENCE LINE.  MARK,
 HG0840'IS SET 12 INCHES BELOW SURFACE OF THE GROUND.
 HG0840'UNDERGROUND MARK SET AS DESCRIBED.
 HG0840'
 HG0840'REFERENCE MARK NO. 1, IS 32.020 METERS (105.05 FEET)
 HG0840'EAST OF STATION IN SOUTH RIGHT-OF-WAY FENCE AND PROJECTS 6
 HG0840'INCHES ABOVE SURFACE OF GROUND.
 HG0840'
 HG0840'REFERENCE MARK NO. 2, IS 31.120 METERS (102.10 FEET)
 HG0840'NORTHWEST OF STATION IN NORTH RIGHT-OF-WAY FENCE AND PROJECTS
 HG0840'ABOUT 8 INCHES ABOVE SURFACE OF GROUND.
 HG0840'
 HG0840'AZIMUTH MARK, IS ABOUT 0.6 MILE EAST OF STATION,
 HG0840'0.1 MILE WEST OF RAILROAD CROSSING, 18 FEET NORTH OF CENTER LINE
 HG0840'OF EAST-AND-WEST ROAD, AND 1 FOOT SOUTH OF EAST-AND-WEST
 HG0840'FENCE LINE AND PROJECTS 8 INCHES ABOVE SURFACE OF THE GROUND.
 HG0840'
 HG0840'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 HG0840
 HG0840                          STATION RECOVERY (1972)
 HG0840
 HG0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JFS)
 HG0840'STA. MK. FOUND AS DESCRIBED. R.M. 1 NOT FOUND.  R.M. 2 FOUND IN
 HG0840'ON EDGE OF BORROW PIT, PROJECTING 20 INCHES.  AZ. MK. FOUND LYING
 HG0840'ALONG ROAD DESTROYED.
 HG0840
 HG0840                          STATION RECOVERY (1973)
 HG0840
 HG0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HG0840'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 HG0840'2 IS IN GOOD CONDITION AND IS EXPOSED ABOUT 20 INCHES ON ITS SOUTH
 HG0840'SIDE.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND TO BE
 HG0840'DESTROYED.  REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED THIS DATE.
 HG0840'
 HG0840'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 HG0840'
 HG0840'THE STATION IS LOCATED ABOUT 7 MILES WEST AND 4 MILES SOUTH OF
 HG0840'ANTHONY AND 13 MILES EAST OF HAZELTON, ON THE SOUTH SIDE OF AN
 HG0840'EAST-WEST SAND ROAD AND ALONG THE NORTH EDGE OF A FIELD UNDER
 HG0840'CULTIVATION.
 HG0840'
 HG0840'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 14 IN
 HG0840'ANTHONY, GO WEST ON HIGHWAY 14 FOR 6.15 MILES TO A SIDE ROAD LEFT.
 HG0840'TURN LEFT AND GO SOUTH ON A SAND ROAD FOR 2.0 MILES TO A CROSSROAD.
 HG0840'TURN RIGHT AND GO WEST ON A SAND ROAD FOR 1.0 MILE TO A CROSSROAD.
 HG0840'TURN LEFT AND GO SOUTH ON A SAND ROAD FOR 2.0 MILES TO A
 HG0840'CROSSROAD, AND REFERENCE MARK 5 ON THE RIGHT IN THE NORTHWEST
 HG0840'ANGLE OF THE CROSSROADS.  TURN RIGHT AND GO WEST ON A SAND
 HG0840'ROAD FOR 0.4 MILE TO THE STATION ON LEFT.
 HG0840'
 HG0840'THE STATION MARK IS A STANDARD DISK STAMPED RUELLA 1934, SET IN THE
 HG0840'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 12 INCHES
 HG0840'BELOW THE GROUND SURFACE.  IT IS 50.5 FEET EAST-SOUTHEAST OF A METAL
 HG0840'WITNESS POST AT REFERENCE MARK 4, 48.5 FEET WEST-SOUTHWEST OF A METAL
 HG0840'WITNESS POST AT REFERENCE MARK 3, 40 FEET SOUTH OF THE CENTER OF THE
 HG0840'SAND ROAD AND 10 FEET SOUTH OF AN EAST-WEST FENCE.
 HG0840'
 HG0840'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RUELLA NO 2 1934, SET IN
 HG0840'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 12
 HG0840'INCHES ON ITS NORTH SIDE AND ABOUT 20 INCHES ON ITS SOUTH SIDE.  IT
 HG0840'IS 28 FEET NORTH OF THE CENTER OF THE SAND ROAD AND 3 FEET SOUTH OF
 HG0840'AN EAST-WEST FENCE.
 HG0840'
 HG0840'REFERENCE MARK 3 IS A STANDARD DISK STAMPED RUELLA 1934 NO 3 1973,
 HG0840'CRIMPED TO THE TOP OF A 5/8 INCH COOPER COATED ROD WITH A 10 INCH
 HG0840'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND
 HG0840'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET SOUTH
 HG0840'OF THE CENTER OF THE SAND ROAD, 1 FOOT WEST OF THE METAL WITNESS
 HG0840'POST AND 6 INCHES SOUTH OF THE EAST-WEST FENCE.
 HG0840'
 HG0840'REFERENCE MARK 4 IS A STANDARD DISK STAMPED RUELLA 1934 NO 4 1973,
 HG0840'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH AN 8 INCH
 HG0840'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND
 HG0840'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET SOUTH
 HG0840'OF THE CENTER OF THE SAND ROAD, 1 FOOT EAST OF A METAL WITNESS
 HG0840'POST AND 6 INCHES SOUTH OF THE EAST-WEST FENCE.
 HG0840'
 HG0840'REFERENCE MARK 5 IS A STANDARD DISK STAMPED RUELLA 1934 NO 5 1973,
 HG0840'CRIMPED TO THE TOP OF 5/8 INCH COPPER COATED ROD WITH AN 8 INCH
 HG0840'STEEL PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND
 HG0840'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET NORTH OF
 HG0840'THE CENTER OF THE EAST-WEST ROAD, 1 FOOT WEST OF A METAL WITNESS
 HG0840'POST, 6 INCHES SOUTH OF A FENCE AND NEAR THE WEST END OF CURVE IN
 HG0840'FENCE THAT MAKE A ROUNDED CORNER.
 HG0840'
 HG0840'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES WEST AND 4
 HG0840'MILES SOUTH OF ANTHONY.
 HG0840
 HG0840                          STATION RECOVERY (1999)
 HG0840
 HG0840'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (RLE)
 HG0840'MARK DESTROYED.  FOUND BRASS CAP SETTING ON A REBAR DRIVEN INTO THE
 HG0840'GROUND AT THE TOP OF A BACKSLOPE ON THE SOUTH SIDE OF A COUNTY ROAD
 HG0840'CUT ABOUT 15' ABOVE THE ROAD.  THE COUNTY ROAD HAD BEEN WIDENED AND
 HG0840'THE RESULTING CUT DESTROYED THE CONCRETE MONUMENT.  WORKERS MAY HAVE
 HG0840'SAVED THE DISK AND PLACED IT ON THE CATCH POINT OF THE CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0694 ***********************************************************************
 KH0694  DESIGNATION -  RULETON
 KH0694  PID         -  KH0694
 KH0694  STATE/COUNTY-  KS/SHERMAN
 KH0694  USGS QUAD   -  RULETON (1974)
 KH0694
 KH0694                         *CURRENT SURVEY CONTROL
 KH0694  ___________________________________________________________________
 KH0694* NAD 83(1997)-  39 18 26.72348(N)    101 56 50.44857(W)     ADJUSTED  
 KH0694* NAVD 88     -      1190.     (meters)    3904.     (feet)  SCALED    
 KH0694  ___________________________________________________________________
 KH0694  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 KH0694  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 KH0694
 KH0694  HORZ ORDER  -  FIRST
 KH0694
 KH0694.The horizontal coordinates were established by classical geodetic methods
 KH0694.and adjusted by the National Geodetic Survey in October 1998..
 KH0694
 KH0694.The orthometric height was scaled from a topographic map.
 KH0694
 KH0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0694
 KH0694.The geoid height was determined by GEOID03.
 KH0694
 KH0694;                    North         East     Units Scale Factor Converg.
 KH0694;SPC KS N     -   115,554.270    59,662.506   MT  0.99995734   -2 29 51.2
 KH0694;SPC CO C     -   474,426.610 1,220,723.462   MT  0.99994238   +2 14 26.2
 KH0694;SPC CO C     - 1,556,514.64  4,004,990.22   sFT  0.99994238   +2 14 26.2
 KH0694;UTM  14      - 4,355,035.240   245,869.797   MT  1.00039525   -1 52 05.1
 KH0694;UTM  13      - 4,355,336.744   763,211.754   MT  1.00045311   +1 56 05.7
 KH0694
 KH0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KH0694!SPC KS N     -   0.99981694  x   0.99995734  =   0.99977429
 KH0694!SPC CO C     -   0.99981694  x   0.99994238  =   0.99975933
 KH0694!UTM  14      -   0.99981694  x   1.00039525  =   1.00021212
 KH0694!UTM  13      -   0.99981694  x   1.00045311  =   1.00026997
 KH0694
 KH0694:                Primary Azimuth Mark                     Grid Az
 KH0694:SPC KS N     -  RULETON MORRISON CO ELEV N GAB           057 39 29.8
 KH0694:SPC CO C     -  RULETON MORRISON CO ELEV N GAB           052 55 12.4
 KH0694:UTM  14      -  RULETON MORRISON CO ELEV N GAB           057 01 43.7
 KH0694:UTM  13      -  RULETON MORRISON CO ELEV N GAB           053 13 32.9
 KH0694
 KH0694|---------------------------------------------------------------------|
 KH0694| PID    Reference Object                     Distance      Geod. Az  |
 KH0694|                                                           dddmmss.s |
 KH0694| KH0693 RULETON MORRISON CO ELEV N GAB      APPROX. 6.1 KM 0550938.6 |
 KH0694| KH0691 CARUSO CONCRETE ELEVATOR            APPROX.11.9 KM 0725428.6 |
 KH0694| KH0677 GOODLAND COUNTY BUILDING CHIM       APPROX.21.0 KM 0764310.9 |
 KH0694| KH0678 GOODLAND MUNICIPAL STANDPIPE        APPROX.20.7 KM 0764456.3 |
 KH0694| KH0674 GOODLAND CATHOLIC CHURCH SPIRE      APPROX.20.5 KM 0780055.1 |
 KH0694| CP8544 RULETON RM 1                        154.079 METERS 08936     |
 KH0694| CP8545 RULETON RM 2                        170.288 METERS 23437     |
 KH0694| KJ0424 BURLINGTON MUNICIPAL TANK           APPROX.27.7 KM 2700150.1 |
 KH0694| KJ0412 C R ET                              APPROX. 8.0 KM 2911655.0 |
 KH0694| KJ0411 KANORADO MUNICIPAL TANK             APPROX. 8.6 KM 2924737.4 |
 KH0694| CP8543 RULETON AZ MK                                      3473243.5 |
 KH0694|---------------------------------------------------------------------|
 KH0694
 KH0694                          SUPERSEDED SURVEY CONTROL
 KH0694
 KH0694  NAD 83(1997)-  39 18 26.72317(N)    101 56 50.44790(W) AD(       ) 1
 KH0694  NAD 83(1986)-  39 18 26.72282(N)    101 56 50.44729(W) AD(       ) 1
 KH0694  NAD 27      -  39 18 26.72300(N)    101 56 48.80400(W) AD(       ) 1
 KH0694
 KH0694.Superseded values are not recommended for survey control.
 KH0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0694.See file dsdata.txt to determine how the superseded data were derived.
 KH0694
 KH0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ4587055035(NAD 83)
 KH0694_MARKER: DS = TRIANGULATION STATION DISK
 KH0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KH0694
 KH0694  HISTORY     - Date     Condition        Report By
 KH0694  HISTORY     - 1933     MONUMENTED       CGS
 KH0694  HISTORY     - 1969     GOOD             USGS
 KH0694
 KH0694                          STATION DESCRIPTION
 KH0694
 KH0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 KH0694'STATION IS ABOUT 4 MILES SW OF RULETON AND 5 MILES ESE OF
 KH0694'KANORADO NEAR THE SW CORNER OF SEC. 31, T 8 S, R 41 W, ON
 KH0694'LAND OWNED BY A MAN NAMED SMITH OF BEATRICE, NEBRASKA.  STATION
 KH0694'IS ABOUT 435 FEET E OF SW CORNER SECTION 31 IN N RIGHT-OF-WAY
 KH0694'FENCE LINE.
 KH0694'
 KH0694'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KH0694'BRONZE DISKS SET IN CONCRETE.
 KH0694'
 KH0694'REFERENCE MARK NO. 1 IS E OF STATION IN N RIGHT-OF-WAY FENCE
 KH0694'LINE OF SECTION LINE ROAD, RUNNING ON S SIDE OF SECTION 31.
 KH0694'
 KH0694'REFERENCE MARK NO. 2 IS SW OF STATION IN W RIGHT-OF-WAY
 KH0694'FENCE LINE, BETWEEN SECTIONS 1 AND 6, T 9 S, R 41 W.
 KH0694'
 KH0694'AZIMUTH MARK IS NNW IN W RIGHT-OF-WAY FENCE LINE BETWEEN
 KH0694'SECTIONS 32 AND 31, T 8 S, R 41 W.
 KH0694'
 KH0694'REACHED FROM GOODLAND BY U.S. HIGHWAY 40 N, W 11 MILES TO
 KH0694'RULETON, THENCE W ALONG RAILROAD TRACKS 3.2 MILES TO CROSSROADS.
 KH0694'TURN S ACROSS TRACKS 2.1 MILES TO CROSSROADS, THENCE E 145
 KH0694'YARDS TO STATION.
 KH0694'
 KH0694'HEIGHT OF LIGHT ABOVE STATION MARK - 17.47 METERS.
 KH0694
 KH0694                          STATION RECOVERY (1969)
 KH0694
 KH0694'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (GDF)
 KH0694'DESCRIPTION GIVEN
 KH0694'WAS VERIFIED.  CORRECTIONS FOLLOW--
 KH0694'
 KH0694'TO REACH FROM KANORADO, KANSAS (U.S. HIGHWAY 24 OPPOSITE
 KH0694'COFFEE AND REID ELEVATOR) GO EAST 2.55 MILES TO CROSSROAD,
 KH0694'TURN SOUTH PASSING UNDER INTERSTATE 70 FOR 2.0 MILES TO
 KH0694'CROSSROAD, TURN EAST AND GO 2.0 MILES TO LANE CROSSROADS,
 KH0694'CONTINUE 145 YARDS EAST TO STATION ON LEFT.
 KH0694'
 KH0694'THE STATION MARK IS A USC AND GS STANDARD DISK SET IN CONCRETE
 KH0694'POST STAMPED RULETON 1933.
 KH0694'
 KH0694'REFERENCE MARK NO. 1 IS A USC AND GS STANDARD DISK SET IN
 KH0694'CONCRETE POST STAMPED RULETON NO. 1 1933.  FENCES AS DESCRIBED
 KH0694'NO LONGER EXIST, FARM LANE ONLY, TWO-ANGLE IRON POSTS AS
 KH0694'PROTECTORS.
 KH0694'
 KH0694'REFERENCE MARK NO. 2 IS THE CENTER PART OF A USC AND GS
 KH0694'STANDARD DISK, WITH CROSS REMAINS IN A CONCRETE POST AS
 KH0694'DESCRIBED.  IT HAS BEEN TILTED TO THE SOUTH BY MACHINERY,
 KH0694'MEASUREMENT AND ANGULATION TO THE CROSS.  THE ROADS HERE ARE
 KH0694'NO LONGER PART OF PUBLIC THOROUGHFARE.
 KH0694'
 KH0694'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 KH0694'
 KH0694'USGS STATION C AND R E.T. 1969 IS VISIBLE FROM THE GROUND
 KH0694'AND WILL SERVE AS THE AZIMUTH MARK.
 KH0694'
 KH0694'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KH0694'
 KH0694'THE LIGHT AT STATION KANORADO USC AND GS WAS ELEVATED 12.11
 KH0694'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KH0693 ***********************************************************************
 KH0693  DESIGNATION -  RULETON MORRISON CO ELEV N GAB
 KH0693  PID         -  KH0693
 KH0693  STATE/COUNTY-  KS/SHERMAN
 KH0693  USGS QUAD   -  RULETON (1974)
 KH0693
 KH0693                         *CURRENT SURVEY CONTROL
 KH0693  ___________________________________________________________________
 KH0693* NAD 83(1997)-  39 20 19.57389(N)    101 53 21.56077(W)     ADJUSTED  
 KH0693* NAVD 88     -                                                        
 KH0693  ___________________________________________________________________
 KH0693  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 KH0693  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 KH0693
 KH0693  HORZ ORDER  -  THIRD
 KH0693
 KH0693.The horizontal coordinates were established by classical geodetic methods
 KH0693.and adjusted by the National Geodetic Survey in October 1998..
 KH0693
 KH0693
 KH0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 KH0693
 KH0693.The geoid height was determined by GEOID03.
 KH0693
 KH0693;                    North         East     Units Scale Factor Converg.
 KH0693;SPC KS N     -   118,814.674    64,811.651   MT  0.99995803   -2 27 39.0
 KH0693;UTM  14      - 4,358,353.363   250,985.002   MT  1.00036355   -1 49 57.0
 KH0693
 KH0693                          SUPERSEDED SURVEY CONTROL
 KH0693
 KH0693  NAD 83(1997)-  39 20 19.57372(N)    101 53 21.55999(W) AD(       ) 4
 KH0693  NAD 83(1986)-  39 20 19.57319(N)    101 53 21.55871(W) AD(       ) 4
 KH0693  NAD 27      -  39 20 19.57600(N)    101 53 19.91900(W) AD(       ) 3
 KH0693
 KH0693.Superseded values are not recommended for survey control.
 KH0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KH0693.See file dsdata.txt to determine how the superseded data were derived.
 KH0693
 KH0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SKJ5098558353(NAD 83)
 KH0693_MARKER: 81 = GABLE
 KH0693
 KH0693  HISTORY     - Date     Condition        Report By
 KH0693  HISTORY     - 1933     FIRST OBSERVED   CGS
 KH0693
 KH0693                          STATION DESCRIPTION
 KH0693
 KH0693'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0762 ***********************************************************************
 KG0762  DESIGNATION -  RUSH
 KG0762  PID         -  KG0762
 KG0762  STATE/COUNTY-  KS/ROOKS
 KG0762  USGS QUAD   -  STOCKTON SW (1969)
 KG0762
 KG0762                         *CURRENT SURVEY CONTROL
 KG0762  ___________________________________________________________________
 KG0762* NAD 83(1997)-  39 21 28.00582(N)    099 26 11.87575(W)     ADJUSTED  
 KG0762* NAVD 88     -       617.     (meters)    2024.     (feet)  SCALED    
 KG0762  ___________________________________________________________________
 KG0762  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 KG0762  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 KG0762
 KG0762  HORZ ORDER  -  THIRD
 KG0762
 KG0762.The horizontal coordinates were established by classical geodetic methods
 KG0762.and adjusted by the National Geodetic Survey in October 1998..
 KG0762
 KG0762.The orthometric height was scaled from a topographic map.
 KG0762
 KG0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 KG0762
 KG0762.The geoid height was determined by GEOID03.
 KG0762
 KG0762;                    North         East     Units Scale Factor Converg.
 KG0762;SPC KS N     -   114,707.909   276,189.225   MT  0.99995859   -0 54 32.3
 KG0762;UTM  14      - 4,356,571.868   462,382.333   MT  0.99961742   -0 16 36.8
 KG0762
 KG0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KG0762!SPC KS N     -   0.99990721  x   0.99995859  =   0.99986580
 KG0762!UTM  14      -   0.99990721  x   0.99961742  =   0.99952467
 KG0762
 KG0762:                Primary Azimuth Mark                     Grid Az
 KG0762:SPC KS N     -  ZURICH ST ANNS CATH CH CROSS             180 41 52.7
 KG0762:UTM  14      -  ZURICH ST ANNS CATH CH CROSS             180 03 57.2
 KG0762
 KG0762|---------------------------------------------------------------------|
 KG0762| PID    Reference Object                     Distance      Geod. Az  |
 KG0762|                                                           dddmmss.s |
 KG0762| KG0753 ZURICH ST ANNS CATH CH CROSS        APPROX.13.8 KM 1794720.4 |
 KG0762| CN9635 RUSH AZ MK                                         1815805.6 |
 KG0762| CN9637 RUSH RM 2                            21.588 METERS 27444     |
 KG0762| CN9636 RUSH RM 1                             7.773 METERS 35805     |
 KG0762|---------------------------------------------------------------------|
 KG0762
 KG0762                          SUPERSEDED SURVEY CONTROL
 KG0762
 KG0762  NAD 83(1986)-  39 21 28.01147(N)    099 26 11.87672(W) AD(       ) 3
 KG0762  NAD 27      -  39 21 27.98600(N)    099 26 10.51400(W) AD(       ) 3
 KG0762
 KG0762.Superseded values are not recommended for survey control.
 KG0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0762.See file dsdata.txt to determine how the superseded data were derived.
 KG0762
 KG0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMJ6238256572(NAD 83)
 KG0762_MARKER: DS = TRIANGULATION STATION DISK
 KG0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KG0762
 KG0762  HISTORY     - Date     Condition        Report By
 KG0762  HISTORY     - 1950     MONUMENTED       CGS
 KG0762
 KG0762                          STATION DESCRIPTION
 KG0762
 KG0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (RLE)
 KG0762'THE STATION IS LOCATED ALONG THE EAST SIDE OF A ROAD RIGHT-OF-WAY
 KG0762'ABOUT 8.45 MILES NORTH OF ZURICH AND ABOUT 3.25 MILES SOUTH OF
 KG0762'WEBSTER.  IT IS 36.0 FEET EAST OF THE CENTER OF A GRAVELED ROAD,
 KG0762'12.0 FEET NORTH OF A DRIVEWAY INTO A FIELD, 3.5 FEET NORTH OF A
 KG0762'FENCE CORNER AND 2.5 FEET NORTH OF A WITNESS POST.  IT PROJECTS
 KG0762'3 INCHES AND IS STAMPED RUSH 1950.
 KG0762'
 KG0762'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION,
 KG0762'36.0 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 1.0 FOOT
 KG0762'WEST OF A FENCE.  IT PROJECTS 4 INCHES AND IS STAMPED RUSH NO. 1
 KG0762'1950.
 KG0762'
 KG0762'REFERENCE MARK NO. 2 IS ACROSS THE ROAD AND ABOUT 1.5 FEET ABOVE
 KG0762'THE ELEVATION OF THE STATION.  IT IS 36.0 FEET WEST OF THE CENTER
 KG0762'OF A GRAVELED ROAD AND 12.0 FEET NORTH OF THE CENTER OF A
 KG0762'DRIVEWAY INTO A FIELD.  IT PROJECTS 6 INCHES AND IS STAMPED
 KG0762'RUSH NO. 2 1950.
 KG0762'
 KG0762'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 KG0762'NO. 2 IS 72.50 FEET.
 KG0762'
 KG0762'THE AZIMUTH MARK IS ABOUT 0.05 MILE SOUTH OF A T ROAD, 34.0 FEET
 KG0762'WEST OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET NORTH OF A
 KG0762'TELEPHONE POLE AND 1.5 FEET NORTH OF A WITNESS POST.  IT PROJECTS
 KG0762'6 INCHES AND IS STAMPED RUSH 1950.
 KG0762'
 KG0762'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 KG0762'STATE HIGHWAY NO. 18 JUST NORTH OF THE POST OFFICE IN ZURICH, GO
 KG0762'WEST ON STATE HIGHWAY NO. 18 FOR 0.2 MILE TO A CROSSROAD JUST
 KG0762'EAST OF THE SCHOOLHOUSE.  HERE TURN RIGHT AND GO NORTH ON AN
 KG0762'OILED AND GRAVELED ROAD FOR 7.85 MILES AND THE AZIMUTH MARK ON
 KG0762'THE LEFT AS DESCRIBED.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.6
 KG0762'MILE TO THE TOP OF A RISE AND THE STATION ON THE RIGHT AS
 KG0762'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0884 ***********************************************************************
 JG0884  DESIGNATION -  RUSH CENTER
 JG0884  PID         -  JG0884
 JG0884  STATE/COUNTY-  KS/RUSH
 JG0884  USGS QUAD   -  RUSH CENTER (1966)
 JG0884
 JG0884                         *CURRENT SURVEY CONTROL
 JG0884  ___________________________________________________________________
 JG0884* NAD 83(1997)-  38 26 15.93657(N)    099 18 29.96641(W)     ADJUSTED  
 JG0884* NAVD 88     -       642.     (meters)    2106.     (feet)  SCALED    
 JG0884  ___________________________________________________________________
 JG0884  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 JG0884  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 JG0884
 JG0884  HORZ ORDER  -  THIRD
 JG0884
 JG0884.The horizontal coordinates were established by classical geodetic methods
 JG0884.and adjusted by the National Geodetic Survey in October 1998..
 JG0884
 JG0884.The orthometric height was scaled from a topographic map.
 JG0884
 JG0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0884
 JG0884.The geoid height was determined by GEOID03.
 JG0884
 JG0884;                    North         East     Units Scale Factor Converg.
 JG0884;SPC KS S     -   596,875.249   329,429.530   MT  0.99997705   -0 29 48.3
 JG0884;UTM  14      - 4,254,432.243   473,091.654   MT  0.99960892   -0 11 30.0
 JG0884
 JG0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0884!SPC KS S     -   0.99990330  x   0.99997705  =   0.99988036
 JG0884!UTM  14      -   0.99990330  x   0.99960892  =   0.99951226
 JG0884
 JG0884|---------------------------------------------------------------------|
 JG0884| PID    Reference Object                     Distance      Geod. Az  |
 JG0884|                                                           dddmmss.s |
 JG0884| CL3921 RUSH CENTER RM 1                      9.349 METERS 00719     |
 JG0884| CL3922 RUSH CENTER RM 2                      9.532 METERS 09545     |
 JG0884| CL3920 RUSH CENTER AZ MK                                  1820235.7 |
 JG0884| JG0843 LA CROSSE MUNICIPAL TANK            APPROX.10.2 KM 3581831.5 |
 JG0884|---------------------------------------------------------------------|
 JG0884
 JG0884                          SUPERSEDED SURVEY CONTROL
 JG0884
 JG0884  NAD 83(1986)-  38 26 15.94535(N)    099 18 29.96542(W) AD(       ) 3
 JG0884  NAD 27      -  38 26 15.89900(N)    099 18 28.59100(W) AD(       ) 3
 JG0884
 JG0884.Superseded values are not recommended for survey control.
 JG0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0884.See file dsdata.txt to determine how the superseded data were derived.
 JG0884
 JG0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMH7309254432(NAD 83)
 JG0884_MARKER: DS = TRIANGULATION STATION DISK
 JG0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0884_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JG0884
 JG0884  HISTORY     - Date     Condition        Report By
 JG0884  HISTORY     - 1953     MONUMENTED       CGS
 JG0884
 JG0884                          STATION DESCRIPTION
 JG0884
 JG0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0884'THE STATION IS IN SECTION 34, T 18 S, R 18 W, ABOUT 1-3/4 MILES
 JG0884'SOUTH OF RUSH CENTER, 160 FEET EAST OF THE CENTER OF U.S.
 JG0884'HIGHWAY 183, 110 FEET EAST OF A WIRE FENCE AND 4 FEET EAST OF A
 JG0884'4 X 4 INCH WITNESS POST.
 JG0884'
 JG0884'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 96
 JG0884'AND U.S. HIGHWAY 183 IN RUSH CENTER, GO SOUTH ON U.S. HIGHWAY
 JG0884'183 FOR 1.8 MILES TO THE STATION ON THE LEFT, CONTINUE SOUTH
 JG0884'ON THE HIGHWAY FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT
 JG0884'AS DESCRIBED.
 JG0884'
 JG0884'THE STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JG0884'RUSH CENTER 1953.
 JG0884'
 JG0884'REFERENCE MARK 1 IS 31 FEET NORTH OF A 4 X 4 INCH WITNESS POST.
 JG0884'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED RUSH
 JG0884'CENTER NO 1 1953.
 JG0884'
 JG0884'REFERENCE MARK 2 IS 35 FEET EAST OF A 4 X 4 INCH WITNESS POST.
 JG0884'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED RUSH CENTER
 JG0884'NO 2 1953.
 JG0884'
 JG0884'THE AZIMUTH MARK IS 51 FEET WEST OF THE CENTER OF U.S. HIGHWAY
 JG0884'183, 15 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 4 FEET
 JG0884'NORTHEAST OF A 4 X 4 INCH WITNESS POST.  THE MARK PROJECTS 3
 JG0884'INCHES AND THE DISK IS STAMPED RUSH CENTER 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0239 ***********************************************************************
 JG0239  DESIGNATION -  RUSSELL
 JG0239  PID         -  JG0239
 JG0239  STATE/COUNTY-  KS/RUSSELL
 JG0239  USGS QUAD   -  RUSSELL (1967)
 JG0239
 JG0239                         *CURRENT SURVEY CONTROL
 JG0239  ___________________________________________________________________
 JG0239* NAD 83(1997)-  38 52 33.47379(N)    098 48 22.78069(W)     ADJUSTED  
 JG0239* NAVD 88     -       570.527  (meters)    1871.80   (feet)  ADJUSTED  
 JG0239  ___________________________________________________________________
 JG0239  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 JG0239  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0239  DYNAMIC HT  -         570.122 (meters)    1870.48  (feet)  COMP
 JG0239  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 JG0239
 JG0239  HORZ ORDER  -  THIRD
 JG0239  VERT ORDER  -  FIRST     CLASS II
 JG0239
 JG0239.The horizontal coordinates were established by classical geodetic methods
 JG0239.and adjusted by the National Geodetic Survey in October 1998..
 JG0239
 JG0239.The orthometric height was determined by differential leveling
 JG0239.and adjusted by the National Geodetic Survey in June 1991..
 JG0239.WARNING-Repeat measurements at this control monument indicate possible
 JG0239.vertical movement.
 JG0239
 JG0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0239
 JG0239.The geoid height was determined by GEOID03.
 JG0239
 JG0239.The dynamic height is computed by dividing the NAVD 88
 JG0239.geopotential number by the normal gravity value computed on the
 JG0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0239.degrees latitude (g = 980.6199 gals.).
 JG0239
 JG0239.The modeled gravity was interpolated from observed gravity values.
 JG0239
 JG0239;                    North         East     Units Scale Factor Converg.
 JG0239;SPC KS N     -    60,549.359   330,031.376   MT  0.99997811   -0 30 36.6
 JG0239;UTM  14      - 4,303,030.247   516,799.648   MT  0.99960348   +0 07 17.6
 JG0239
 JG0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0239!SPC KS N     -   0.99991459  x   0.99997811  =   0.99989270
 JG0239!UTM  14      -   0.99991459  x   0.99960348  =   0.99951810
 JG0239
 JG0239:                Primary Azimuth Mark                     Grid Az
 JG0239:SPC KS N     -  BUNKER HILL MUNICIPAL TANK               094 04 44.6
 JG0239:UTM  14      -  BUNKER HILL MUNICIPAL TANK               093 26 50.4
 JG0239
 JG0239|---------------------------------------------------------------------|
 JG0239| PID    Reference Object                     Distance      Geod. Az  |
 JG0239|                                                           dddmmss.s |
 JG0239| JG0794 BUNKER HILL MUNICIPAL TANK          APPROX. 8.8 KM 0933408.0 |
 JG0239| JG0238 RUSSELL RM 1                          7.571 METERS 14109     |
 JG0239| JG0237 RUSSELL AZ MK                       APPROX. 0.7 KM 1411210.6 |
 JG0239| JG0668 RSL A                               441.442 METERS 2193448.4 |
 JG0239| JG0812 RUSSELL MUNICIPAL AIRPORT BCN       181.961 METERS 26741     |
 JG0239| JG0811 RUSSELL MUNICIPAL TANK              APPROX. 4.3 KM 2810930.9 |
 JG0239| JG0244 U 304                               299.983 METERS 30843     |
 JG0239| JG0240 RUSSELL RM 2                          7.791 METERS 32120     |
 JG0239|---------------------------------------------------------------------|
 JG0239
 JG0239                          SUPERSEDED SURVEY CONTROL
 JG0239
 JG0239  NAD 83(1986)-  38 52 33.48145(N)    098 48 22.78039(W) AD(       ) 3
 JG0239  NAD 27      -  38 52 33.44100(N)    098 48 21.48800(W) AD(       ) 3
 JG0239  NGVD 29 (??/??/92)  570.353  (m)         1871.23   (f) ADJ UNCH    1 2
 JG0239
 JG0239.Superseded values are not recommended for survey control.
 JG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0239.See file dsdata.txt to determine how the superseded data were derived.
 JG0239
 JG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1680003030(NAD 83)
 JG0239_MARKER: DS = TRIANGULATION STATION DISK
 JG0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0239_SP_SET: CONCRETE POST
 JG0239_STAMPING: RUSSELL 1952
 JG0239_MARK LOGO: CGS   
 JG0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 JG0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0239+STABILITY: SURFACE MOTION
 JG0239
 JG0239  HISTORY     - Date     Condition        Report By
 JG0239  HISTORY     - 1952     MONUMENTED       CGS
 JG0239  HISTORY     - 1953     GOOD             CGS
 JG0239  HISTORY     - 1953     GOOD             NGS
 JG0239  HISTORY     - 1958     GOOD             CGS
 JG0239  HISTORY     - 1963     GOOD             CGS
 JG0239  HISTORY     - 1973     GOOD             USE
 JG0239  HISTORY     - 1987     GOOD             NOS
 JG0239  HISTORY     - 1987     GOOD             NOS
 JG0239
 JG0239                          STATION DESCRIPTION
 JG0239
 JG0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (JCM)
 JG0239'THE STATION IS IN SEC. 31, T 13 S, R 13 W, ABOUT 2-1/2 MILES
 JG0239'EAST-SOUTHEAST OF RUSSELL, ABOUT 0.1 MILE EAST OF THE MUNICIPAL
 JG0239'AIRPORT, BETWEEN U.S. HIGHWAY 40 AND THE UNION PACIFIC
 JG0239'RAILROAD TRACKS.  IT IS 131 FEET NORTHEAST OF THE CENTER OF
 JG0239'THE HIGHWAY, 69 FEET EAST OF A TELEPHONE POLE 40 FEET SOUTHWEST
 JG0239'OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS AND 6 FEET
 JG0239'NORTHEAST OF A 4 X 4 INCH WHITE WITNESS POST.
 JG0239'
 JG0239'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 281
 JG0239'IN THE SOUTHEAST PART OF RUSSELL, GO EAST AND SOUTHEAST ON
 JG0239'HIGHWAY 40 FOR 2.6 MILES TO THE AIRPORT ON THE RIGHT, CONTINUE
 JG0239'EASTERLY 0.1 MILE TO THE STATION ON THE LEFT, CONTINUE EASTERLY
 JG0239'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JG0239'
 JG0239'THE STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 JG0239'RUSSELL 1952.
 JG0239'
 JG0239'REFERENCE MARK 1 IS 131 FEET NORTHEAST OF THE CENTER OF THE
 JG0239'HIGHWAY AND 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 JG0239'RAILROAD TRACK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JG0239'RUSSELL NO 1 1952.
 JG0239'
 JG0239'REFERENCE MARK 2 IS 131 FEET NORTHEAST OF THE CENTER OF THE
 JG0239'HIGHWAY AND 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 JG0239'RAILROAD TRACKS.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 JG0239'STAMPED RUSSELL NO 2 1952.
 JG0239'
 JG0239'THE AZIMUTH MARK IS 128 FEET NORTHEAST OF THE CENTER OF THE
 JG0239'HIGHWAY, 43.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 JG0239'RAILROAD TRACKS AND 4 FEET WEST OF A 4 X 4 INCH WHITE WITNESS
 JG0239'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JG0239'RUSSELL 1952.
 JG0239
 JG0239                          STATION RECOVERY (1953)
 JG0239
 JG0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 JG0239'3.25 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 JG0239'THE STATION AT RUSSELL, 0.15 MILE EAST OF THE ENTRANCE TO THE
 JG0239'RUSSELL MUNICIPAL AIRPORT, 119.8 FEET NORTHEAST OF THE CENTER LINE
 JG0239'OF U.S. HIGHWAY 40, 40.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JG0239'57.8 FEET NORTHEAST OF A FENCE, 6 FEET NORTHEAST OF A WITNESS
 JG0239'POST, IN LINE WITH A ROW OF TELEPHONE POLES, A TRIANGULATION
 JG0239'STATION DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JG0239'0.6 FOOT ABOVE THE GROUND, STAMPED RUSSELL 1952.
 JG0239'
 JG0239'RUSSELL R.M. 1 IS 24.9 FEET SOUTHEAST OF TRIANGULATION STATION
 JG0239'RUSSELL 1952, 119.8 FEET NORTHEAST OF THE CENTER LINE OF
 JG0239'U.S. HIGHWAY 40, 40.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JG0239'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 JG0239'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED RUSSELL NO 1 1952.
 JG0239'
 JG0239'RUSSELL R.M. 2 IS 25.6 FEET NORTHWEST OF TRIANGULATION STATION
 JG0239'RUSSELL 1952, 119.6 FEET NORTHEAST OF THE CENTER LINE OF
 JG0239'U.S. HIGHWAY 40, 40.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JG0239'1 FOOT SOUTHWEST OF A ROW OF TELEPHONE POLES, A REFERENCE MARK
 JG0239'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 JG0239'ABOVE THE GROUND, STAMPED RUSSELL NO 2 1952.
 JG0239'
 JG0239'RUSSELL 1952 AZIMUTH IS 0.4 MILE SOUTHEAST OF TRIANGULATION
 JG0239'STATION RUSSELL 1952, 0.15 MILE NORTHWEST OF A GRAIN ELEVATOR,
 JG0239'145 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 125 FEET
 JG0239'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 40, 43 FEET
 JG0239'SOUTHWEST OF THE SOUTHWEST RAIL, 65.8 FEET NORTHEAST OF A FENCE,
 JG0239'4.8 FEET NORTHWEST OF A WITNESS POST, AN AZIMUTH MARK DISK SET
 JG0239'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 JG0239'GROUND, STAMPED RUSSELL 1952.
 JG0239
 JG0239                          STATION RECOVERY (1953)
 JG0239
 JG0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 JG0239'3.2 MI SE FROM RUSSELL.
 JG0239'3.25 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0239'STATION AT RUSSELL, 0.15 MILE EAST OF THE ENTRANCE TO THE RUSSELL
 JG0239'MUNICIPAL AIRPORT, 119.8 FEET NORTHEAST OF THE CENTER LINE OF
 JG0239'U.S. HIGHWAY 40, 40.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 57.8
 JG0239'FEET NORTHEAST OF A FENCE, 6 FEET NORTHEAST OF A WITNESS POST,
 JG0239'IN LINE WITH A ROW OF TELEPHONE POLES, SET IN THE TOP OF A
 JG0239'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 JG0239
 JG0239                          STATION RECOVERY (1958)
 JG0239
 JG0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 JG0239'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 JG0239'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE RECOVERY OF
 JG0239'THE STATION MAY BE MADE BY THE RECOVERY NOTE OF 1953.  IT IS
 JG0239'NOTED THAT THE DIRECTIONS TO THE MARKS WERE NOT STATED IN THE
 JG0239'BOX SCORE IN THE 1953 RECOVERY.  THE DISTANCE TO R.M. 1 WAS
 JG0239'FOUND TO BE THE SAME AS STATED IN BOTH PREVIOUS DIRECTIONS
 JG0239'WHILE THE DISTANCE TO R.M. 2 WAS THE SAME AS STATED IN THE 1953
 JG0239'RECOVERY.  THE DIRECTIONS TO R.M. 1 AND 2 DID NOT CHECK THE
 JG0239'1952 OBSERVATIONS BY 04 MINUTES AND 28 SECONDS, 06 MINUTES AND
 JG0239'55 SECONDS RESPECTIVELY.  THE DIRECTIONS TO THE AZIMUTH
 JG0239'MARK CHECKED BY 2.3 SECONDS.  THE OBSERVATIONS COULD NOT
 JG0239'BE CHECKED TO THE RUSSELL MUNICIPAL WATER TANK BECAUSE OF A
 JG0239'BUILDING ON LINE AT GROUND LEVEL.  STATION BUNKER HILL
 JG0239'1892 IS VISIBLE FROM THE GROUND AND WAS USED FOR THE 1958
 JG0239'OBSERVATIONS WHICH CHECKED THE MEASUREMENTS WITHIN 5
 JG0239'SECONDS TO THE AIRPORT BEACON, RUSSELL MUNICIPAL AIRPORT AND
 JG0239'VOR, RUSSELL 1953.
 JG0239
 JG0239                          STATION RECOVERY (1963)
 JG0239
 JG0239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CJB)
 JG0239'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JG0239'FOUND IN GOOD CONDITION.  STATION IS LOCATED ACROSS THE TRACKS
 JG0239'FROM THE 3RD POLE SOUTHEAST OF MILEPOST 260.  THE AZIMUTH MARK IS
 JG0239'204 FEET NORTHWEST OF THE CENTER OF WHERE AN EAST-WEST ROAD
 JG0239'CROSSES THE TRACK, 65 FEET NORTHWEST OF THE 1ST POLE OF AN
 JG0239'EAST-WEST GRADED ROAD, AND 1 FOOT NORTH OF A NEW STEEL WITNESS
 JG0239'POST.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 JG0239'AND THE DISK IS STAMPED RUSSELL 1952.  TO REACH THE AZIMUTH
 JG0239'MARK FROM THE STATION, GO SOUTHEAST ALONG U.S. HIGHWAY 40 FOR 0.4
 JG0239'MILE TO A GRADED ROAD LEFT OF EAST AND THE AZIMUTH MARK AS
 JG0239'DESCRIBED.
 JG0239'
 JG0239'1958 OBSERVATIONS- MADE FROM T-2 TRIPOD.
 JG0239
 JG0239                          STATION RECOVERY (1973)
 JG0239
 JG0239'RECOVERY NOTE BY US ENGINEERS 1973 (RRR)
 JG0239'STATION MARK RUSSELL 1952 RECOVERED GOOD.
 JG0239'
 JG0239'RM NO. 1 AND RM NO. 2 RECOVERED GOOD.
 JG0239'
 JG0239'(AZ MARK) RUSSELL 1952 RECOVERED GOOD.
 JG0239'
 JG0239'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 SE. OF RUSSELL KS.
 JG0239
 JG0239                          STATION RECOVERY (1987)
 JG0239
 JG0239'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 JG0239'THE STATION WAS RECOVERED AT THIS DATE.
 JG0239'RM 1, RM 2, AND THE AZIMUTH MARK ALSO RECOVERED IN GOOD CONDITION.
 JG0239'
 JG0239'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 JG0239'
 JG0239'RECOVERED BY S.D.SHEA.
 JG0239
 JG0239                          STATION RECOVERY (1987)
 JG0239
 JG0239'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 JG0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0249 ***********************************************************************
 JG0249  DESIGNATION -  RUSSELL
 JG0249  PID         -  JG0249
 JG0249  STATE/COUNTY-  KS/RUSSELL
 JG0249  USGS QUAD   -  RUSSELL (1967)
 JG0249
 JG0249                         *CURRENT SURVEY CONTROL
 JG0249  ___________________________________________________________________
 JG0249* NAD 83(1986)-  38 53 00.     (N)    098 51 16.     (W)     SCALED    
 JG0249* NAVD 88     -       559.139  (meters)    1834.44   (feet)  ADJUSTED  
 JG0249  ___________________________________________________________________
 JG0249  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0249  DYNAMIC HT  -         558.745 (meters)    1833.15  (feet)  COMP
 JG0249  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 JG0249
 JG0249  VERT ORDER  -  FIRST     CLASS II
 JG0249
 JG0249.The horizontal coordinates were scaled from a topographic map and have
 JG0249.an estimated accuracy of +/- 6 seconds.
 JG0249
 JG0249.The orthometric height was determined by differential leveling
 JG0249.and adjusted by the National Geodetic Survey in June 1991..
 JG0249
 JG0249.The geoid height was determined by GEOID03.
 JG0249
 JG0249.The dynamic height is computed by dividing the NAVD 88
 JG0249.geopotential number by the normal gravity value computed on the
 JG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0249.degrees latitude (g = 980.6199 gals.).
 JG0249
 JG0249.The modeled gravity was interpolated from observed gravity values.
 JG0249
 JG0249;                    North         East    Units  Estimated Accuracy
 JG0249;SPC KS N     -    61,410.      325,860.      MT  (+/- 180 meters Scaled)
 JG0249
 JG0249                          SUPERSEDED SURVEY CONTROL
 JG0249
 JG0249  NGVD 29 (??/??/92)  558.928  (m)         1833.75   (f) ADJ UNCH    1 2
 JG0249
 JG0249.Superseded values are not recommended for survey control.
 JG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0249.See file dsdata.txt to determine how the superseded data were derived.
 JG0249
 JG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ126038(NAD 83)
 JG0249_MARKER: DB = BENCH MARK DISK
 JG0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0249_SP_SET: CONCRETE FOOTING
 JG0249_STAMPING: RUSSELL 1934
 JG0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0249
 JG0249  HISTORY     - Date     Condition        Report By
 JG0249  HISTORY     - 1934     MONUMENTED       CGS
 JG0249  HISTORY     - 1953     GOOD             NGS
 JG0249
 JG0249                          STATION DESCRIPTION
 JG0249
 JG0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0249'1.1 MI SE FROM RUSSELL.
 JG0249'0.6 MILE SOUTHEAST ALONG MAIN STREET FROM THE UNION PACIFIC
 JG0249'RAILROAD STATION AT RUSSELL, THENCE 0.4 MILE NORTHEAST ALONG
 JG0249'U.S. HIGHWAYS 40 AND 281, THENCE 0.1 MILE SOUTH ALONG U.S.
 JG0249'HIGHWAY 281, 62 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JG0249'AT THE CITY WATER TOWER, 1.6 FEET ABOVE THE GROUND, SET IN THE
 JG0249'TOP OF THE MOST NORTHWESTERLY ONE OF TWO CONCRETE FOOTINGS OF
 JG0249'THE NORTHEAST LEG OF THE WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JH0487 ***********************************************************************
 JH0487  DESIGNATION -  RUSSELL
 JH0487  PID         -  JH0487
 JH0487  STATE/COUNTY-  KS/LOGAN
 JH0487  USGS QUAD   -  LONE BUTTE (1974)
 JH0487
 JH0487                         *CURRENT SURVEY CONTROL
 JH0487  ___________________________________________________________________
 JH0487* NAD 83(1997)-  38 49 31.16624(N)    101 08 01.93633(W)     ADJUSTED  
 JH0487* NAVD 88     -       968.68   (+/-2cm)    3178.1    (feet)  VERTCON   
 JH0487  ___________________________________________________________________
 JH0487  X           -    -960,922.897 (meters)                     COMP
 JH0487  Y           -  -4,882,584.726 (meters)                     COMP
 JH0487  Z           -   3,977,821.089 (meters)                     COMP
 JH0487  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 JH0487  ELLIP HEIGHT-         945.27  (meters)          (10/02/98) GPS OBS
 JH0487  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 JH0487
 JH0487  HORZ ORDER  -  FIRST
 JH0487  VERT ORDER  -  THIRD ? (See Below)
 JH0487  ELLP ORDER  -  FOURTH    CLASS I
 JH0487
 JH0487.The horizontal coordinates were established by classical geodetic methods
 JH0487.and adjusted by the National Geodetic Survey in October 1998..
 JH0487
 JH0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 JH0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JH0487.The vertical order pertains to the NGVD 29 superseded value.
 JH0487
 JH0487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JH0487
 JH0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 JH0487
 JH0487.The ellipsoidal height was determined by GPS observations
 JH0487.and is referenced to NAD 83.
 JH0487
 JH0487.The geoid height was determined by GEOID03.
 JH0487
 JH0487;                    North         East     Units Scale Factor Converg.
 JH0487;SPC KS N     -    59,324.660   127,916.388   MT  0.99998424   -1 58 58.2
 JH0487;SPC KS S     -   642,823.514   171,293.654   MT  1.00006141   -1 37 06.9
 JH0487;UTM  14      - 4,299,556.053   314,761.638   MT  1.00002255   -1 20 17.5
 JH0487
 JH0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JH0487!SPC KS N     -   0.99985171  x   0.99998424  =   0.99983595
 JH0487!SPC KS S     -   0.99985171  x   1.00006141  =   0.99991311
 JH0487!UTM  14      -   0.99985171  x   1.00002255  =   0.99987426
 JH0487
 JH0487:                Primary Azimuth Mark                     Grid Az
 JH0487:SPC KS N     -  RUSSELL AZ MK                            021 52 51.3
 JH0487:SPC KS S     -  RUSSELL AZ MK                            021 31 00.0
 JH0487:UTM  14      -  RUSSELL AZ MK                            021 14 10.6
 JH0487
 JH0487|---------------------------------------------------------------------|
 JH0487| PID    Reference Object                     Distance      Geod. Az  |
 JH0487|                                                           dddmmss.s |
 JH0487| CM9949 RUSSELL AZ MK                                      0195353.1 |
 JH0487| CM9950 RUSSELL RM 1                        206.987 METERS 07326     |
 JH0487| AI1217 RUSSELL RM 1 RESET                                 07329     |
 JH0487| CM9951 RUSSELL RM 2                        271.571 METERS 13425     |
 JH0487| JH0130 GOPHER                              APPROX.18.5 KM 3531853.6 |
 JH0487|---------------------------------------------------------------------|
 JH0487
 JH0487                          SUPERSEDED SURVEY CONTROL
 JH0487
 JH0487  NAD 83(1986)-  38 49 31.16821(N)    101 08 01.94332(W) AD(       ) 1
 JH0487  NAD 27      -  38 49 31.12552(N)    101 08 00.38907(W) AD(       ) 1
 JH0487  NGVD 29 (10/18/91)  968.33   (m)         3176.9    (f) LEVELING    3  
 JH0487
 JH0487.Superseded values are not recommended for survey control.
 JH0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JH0487.See file dsdata.txt to determine how the superseded data were derived.
 JH0487
 JH0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLH1476299556(NAD 83)
 JH0487_MARKER: DS = TRIANGULATION STATION DISK
 JH0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JH0487_SP_SET: CONCRETE POST
 JH0487_STAMPING: RUSSELL 1933
 JH0487_MARK LOGO: CGS   
 JH0487_MAGNETIC: N = NO MAGNETIC MATERIAL
 JH0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JH0487+STABILITY: SURFACE MOTION
 JH0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JH0487+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1991
 JH0487
 JH0487  HISTORY     - Date     Condition        Report By
 JH0487  HISTORY     - 1933     MONUMENTED       CGS
 JH0487  HISTORY     - 1933     GOOD             CGS
 JH0487  HISTORY     - 1938     SEE DESCRIPTION  LOCENG
 JH0487  HISTORY     - 1968     MARK NOT FOUND   USGS
 JH0487  HISTORY     - 19910406 GOOD             NGS
 JH0487
 JH0487                          STATION DESCRIPTION
 JH0487
 JH0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 JH0487'ABOUT 6 MILES SOUTH-SOUTHEAST OF RUSSELL SPRINGS, 2 MILES
 JH0487'EAST OF LOGAN COUNTY HIGHWAY 409, IN THE NORTHEAST QUARTER
 JH0487'OF SEC. 19, T. 14 S., R. 34 W., ABOUT 0.4 MILE SOUTH OF THE
 JH0487'NORTHEAST CORNER OF SEC. 19, ABOUT 650 FEET WEST OF THE
 JH0487'SECTION-LINE ROAD DIVIDING SECTIONS 19 AND 20, AND IN AN OLD
 JH0487'CULTIVATED FIELD.  STATION IS NOT ON THE HIGHEST POINT IN
 JH0487'VICINITY.
 JH0487'
 JH0487'TO REACH FROM THE ELKADER POST OFFICE, GO BY MAIN ROAD 4 MILES
 JH0487'WEST, 2 MILES NORTH, AND 10 MILES WEST TO THE ANGLE WHERE THE
 JH0487'ROAD TURNS NORTH.  FROM HERE GO 0.6 MILE NORTH TO A POINT
 JH0487'OPPOSITE THE STATION.
 JH0487'
 JH0487'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JH0487'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 JH0487'ALL MARKS PROJECT ABOUT 3 INCHES ABOVE
 JH0487'GROUND.
 JH0487'
 JH0487'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, ON THE
 JH0487'WEST SIDE OF THE COUNTY ROAD DIVIDING SECTIONS 19 AND 20, AND
 JH0487'IS IN THE RIGHT-OF-WAY BOUNDARY.  THE MARK IS JUST BELOW THE
 JH0487'LINE OF SIGHT.
 JH0487'
 JH0487'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, IN THE SAME
 JH0487'BOUNDARY AS REFERENCE MARK NO. 1.
 JH0487'
 JH0487'AZIMUTH MARK IS NORTHEAST BY NORTH OF THE STATION, IN THE
 JH0487'NORTHWEST CORNER OF SEC. 20, ON THE EAST SIDE OF THE COUNTY
 JH0487'ROAD DIVIDING SECTIONS 19 AND 20, AND IN A FENCE CORNER.
 JH0487'
 JH0487'HEIGHT OF LIGHT ABOVE STATION MARK - 0.2 METERS.
 JH0487
 JH0487                          STATION RECOVERY (1933)
 JH0487
 JH0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 JH0487'RECOVERED IN GOOD CONDITION.
 JH0487
 JH0487                          STATION RECOVERY (1938)
 JH0487
 JH0487'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1938
 JH0487'L.L. NEFF, COUNTY ENGINEER OF LOGAN COUNTY, RUSSELL SPRINGS,
 JH0487'WROTE THE FOLLOWING LETTER DATED DECEMBER 22, 1938--
 JH0487'
 JH0487'DUE TO HIGHWAY CONSTRUCTION IT WAS NECESSARY TO MOVE THE
 JH0487'AZIMUTH MARK AND REFERENCE MARKS 1 AND 2.  (A NEW AZIMUTH MARK
 JH0487'AND TWO NEW REFERENCE MARK DISKS, STAMPED, WERE SENT FOR THIS
 JH0487'PURPOSE).
 JH0487'
 JH0487'NEW AZIMUTH MARK SET ON LINE 18.560 FEET FARTHER FROM STATION.
 JH0487'
 JH0487'NEW R.M. 1 SET ON LINE 19.59 FEET TOWARDS STATION.
 JH0487'
 JH0487'NEW R.M. 2 SET ON LINE 21.58 FEET TOWARDS STATION.
 JH0487'
 JH0487'12/28/38 RECEIVED THREE REFERENCE MARK DISKS STAMPED RUSSELL
 JH0487'NO 1, 1933, RUSSELL NO 2, 1933 AND RUSSELL AZIMUTH 1933.
 JH0487
 JH0487                          STATION RECOVERY (1968)
 JH0487
 JH0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JH0487'STATION RUSSELL 1933 WAS NOT RECOVERED.  REFERENCE MARK 1 FOUND
 JH0487'AS DESCRIBED.  REFERENCE MARK NO 2 FOUND DESTROYED.  AZIMUTH
 JH0487'MARK NOT FOUND.  DISTANCE AND DIRECTION TO R.M. 1 CHECKED.  THE
 JH0487'OLD DESCRIPTION IS ADEQUATE.
 JH0487'
 JH0487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES SSE
 JH0487'OF RUSSELL SPRINGS
 JH0487
 JH0487                          STATION RECOVERY (1991)
 JH0487
 JH0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JH0487'STATION IS LOCATED ABOUT 35 MI (56.3 KM) NORTHEAST OF LEOTI, 30 MI
 JH0487'(48.3 KM) SOUTHWEST OF OAKLEY, 8.6 MI (13.8 KM) SOUTH-SOUTHEAST OF
 JH0487'RUSSELL SPRINGS, AND ON TOP OF A HILL IN A WHEAT FIELD. OWNERSHIP-MR.
 JH0487'OREN DIRKS, HC2 BOX 11, RUSSELL SPRINGS, KS. PHONE 913-751-4465.
 JH0487'CONTACT PROPERTY OWNER BEFORE WORK AT THIS STATION.
 JH0487'TO REACH THE STATION FROM THE RUSSELL SPRINGS CONSOLIDATED SCHOOL IN
 JH0487'RUSSELL SPRINGS NEAR MILE MARKER 157 OF STATE ROUTE 25, GO SOUTH
 JH0487'ALONG STATE ROUTE 25 FOR 0.1 MI (0.2 KM) TO A PAVED ROAD ON THE LEFT
 JH0487'JUST AFTER PASSING A RADIO TOWER. TURN LEFT, EAST, ALONG PAVED ROAD
 JH0487'FOR 0.6 MI (1.0 KM) TO WHERE PAVED ROAD TURNS TO DIRT. CONTINUE EAST
 JH0487'ALONG THE DIRT ROAD FOR 0.2 MI (0.3 KM) TO A JUNCTION OF DIRT SECTION
 JH0487'LINE ROAD ON THE RIGHT. TURN RIGHT, SOUTH, ALONG THE DIRT SECTION
 JH0487'LINE ROAD FOR 4.65 MI (7.48 KM) TO A JUNCTION OF DIRT SECTION LINE
 JH0487'ROAD TO THE LEFT. TURN LEFT, EAST, ALONG SECTION LINE ROAD FOR 2.0 MI
 JH0487'(3.2 KM) TO A T JUCTION OF SECTION LINE ROADS. TURN RIGHT, SOUTH,
 JH0487'ALONG SECTION LINE ROAD FOR 1.4 MI (2.3 KM) TO THE STATION ON THE
 JH0487'RIGHT ON TOP OF A HILL IN A WHEAT FIELD.
 JH0487'STATION IS 676.4 FT (206.2 M) WEST OF THE CENTER OF A DIRT ROAD, 17.5
 JH0487'FT (5.3 M) WEST OF A FIBERGLASS WITNESS POST, AND 1.2 FT (0.4 M) EAST
 JH0487'OF A FIBERGLASS WITNESS POST.
 JH0487'PROPERTY OWNER MUST BE CONTACTED AND PERMISSION GRANTED BEFORE DRIVING
 JH0487'ON WHEAT FIELD.  DRIVE IN FIELD WHEN DRY ONLY, OTHERWISE A PACK OF
 JH0487'650 FT (198.1 M) REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0237 ***********************************************************************
 JG0237  DESIGNATION -  RUSSELL AZ MK
 JG0237  PID         -  JG0237
 JG0237  STATE/COUNTY-  KS/RUSSELL
 JG0237  USGS QUAD   -  HOMER (1979)
 JG0237
 JG0237                         *CURRENT SURVEY CONTROL
 JG0237  ___________________________________________________________________
 JG0237* NAD 83(1997)-  38 52 16.98750(N)    098 48 05.82659(W)     ADJUSTED  
 JG0237* NAVD 88     -       569.565  (meters)    1868.65   (feet)  ADJUSTED  
 JG0237  ___________________________________________________________________
 JG0237  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 JG0237  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0237  DYNAMIC HT  -         569.161 (meters)    1867.32  (feet)  COMP
 JG0237  MODELED GRAV-     979,900.4   (mgal)                       NAVD 88
 JG0237
 JG0237  HORZ ORDER  -  THIRD
 JG0237  VERT ORDER  -  FIRST     CLASS II
 JG0237
 JG0237.The horizontal coordinates were established by classical geodetic methods
 JG0237.and adjusted by the National Geodetic Survey in October 1998..
 JG0237
 JG0237.The orthometric height was determined by differential leveling
 JG0237.and adjusted by the National Geodetic Survey in June 1991..
 JG0237
 JG0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0237
 JG0237.The geoid height was determined by GEOID03.
 JG0237
 JG0237.The dynamic height is computed by dividing the NAVD 88
 JG0237.geopotential number by the normal gravity value computed on the
 JG0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0237.degrees latitude (g = 980.6199 gals.).
 JG0237
 JG0237.The modeled gravity was interpolated from observed gravity values.
 JG0237
 JG0237;                    North         East     Units Scale Factor Converg.
 JG0237;SPC KS N     -    60,037.374   330,435.527   MT  0.99997864   -0 30 25.9
 JG0237;UTM  14      - 4,302,522.939   517,209.265   MT  0.99960365   +0 07 28.2
 JG0237
 JG0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0237!SPC KS N     -   0.99991474  x   0.99997864  =   0.99989338
 JG0237!UTM  14      -   0.99991474  x   0.99960365  =   0.99951842
 JG0237
 JG0237:                Primary Azimuth Mark                     Grid Az
 JG0237:SPC KS N     -  BUNKER HILL MUNICIPAL TANK               090 46 35.6
 JG0237:UTM  14      -  BUNKER HILL MUNICIPAL TANK               090 08 41.5
 JG0237
 JG0237|---------------------------------------------------------------------|
 JG0237| PID    Reference Object                     Distance      Geod. Az  |
 JG0237|                                                           dddmmss.s |
 JG0237| JG0794 BUNKER HILL MUNICIPAL TANK          APPROX. 8.4 KM 0901609.7 |
 JG0237| JG0811 RUSSELL MUNICIPAL TANK              APPROX. 4.8 KM 2861037.4 |
 JG0237| JG0239 RUSSELL                             APPROX. 0.7 KM 3211221.3 |
 JG0237|---------------------------------------------------------------------|
 JG0237
 JG0237                          SUPERSEDED SURVEY CONTROL
 JG0237
 JG0237  NAD 83(1986)-  38 52 16.99529(N)    098 48 05.82606(W) AD(       ) 3
 JG0237  NAD 27      -  38 52 16.95461(N)    098 48 04.53400(W) AD(       ) 3
 JG0237  NGVD 29 (??/??/92)  569.353  (m)         1867.95   (f) ADJ UNCH    1 2
 JG0237
 JG0237.Superseded values are not recommended for survey control.
 JG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0237.See file dsdata.txt to determine how the superseded data were derived.
 JG0237
 JG0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1720902523(NAD 83)
 JG0237_MARKER: DZ = AZIMUTH MARK DISK
 JG0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JG0237_STAMPING: RUSSELL 1952
 JG0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0237+STABILITY: SURFACE MOTION
 JG0237
 JG0237  HISTORY     - Date     Condition        Report By
 JG0237  HISTORY     - 1952     MONUMENTED       CGS
 JG0237  HISTORY     - 1953     GOOD             NGS
 JG0237
 JG0237                          STATION DESCRIPTION
 JG0237
 JG0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0237'3.6 MI SE FROM RUSSELL.
 JG0237'3.65 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0237'STATION AT RUSSELL, 0.15 MILE NORTHWEST OF A GRAIN ELEVATOR, 145
 JG0237'FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 125 FEET
 JG0237'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 40, 43 FEET
 JG0237'SOUTHWEST OF THE SOUTHWEST RAIL, 65.8 FEET NORTHEAST OF A
 JG0237'FENCE, 4.8 FEET NORTHWEST OF A WITNESS POST, 0.4 MILE SOUTHEAST
 JG0237'OF TRIANGULATION STATION RUSSELL 1952, SET IN THE TOP OF A
 JG0237'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0816 ***********************************************************************
 JG0816  DESIGNATION -  RUSSELL HIGH SCH CUPOLA POLE
 JG0816  PID         -  JG0816
 JG0816  STATE/COUNTY-  KS/RUSSELL
 JG0816  USGS QUAD   -  RUSSELL (1967)
 JG0816
 JG0816                         *CURRENT SURVEY CONTROL
 JG0816  ___________________________________________________________________
 JG0816* NAD 83(1997)-  38 53 19.51966(N)    098 51 41.73276(W)     ADJUSTED  
 JG0816* NAVD 88     -                                                        
 JG0816  ___________________________________________________________________
 JG0816  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 JG0816  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0816
 JG0816  HORZ ORDER  -  THIRD
 JG0816
 JG0816.The horizontal coordinates were established by classical geodetic methods
 JG0816.and adjusted by the National Geodetic Survey in October 1998..
 JG0816
 JG0816
 JG0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0816
 JG0816.The geoid height was determined by GEOID03.
 JG0816
 JG0816;                    North         East     Units Scale Factor Converg.
 JG0816;SPC KS N     -    62,013.343   325,249.485   MT  0.99997669   -0 32 42.5
 JG0816;UTM  14      - 4,304,440.877   512,003.701   MT  0.99960177   +0 05 12.8
 JG0816
 JG0816                          SUPERSEDED SURVEY CONTROL
 JG0816
 JG0816  NAD 83(1986)-  38 53 19.52729(N)    098 51 41.73275(W) AD(       ) 4
 JG0816  NAD 27      -  38 53 19.48900(N)    098 51 40.43100(W) AD(       ) 3
 JG0816
 JG0816.Superseded values are not recommended for survey control.
 JG0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0816.See file dsdata.txt to determine how the superseded data were derived.
 JG0816
 JG0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1200404441(NAD 83)
 JG0816_MARKER: 86 = CUPOLA
 JG0816
 JG0816  HISTORY     - Date     Condition        Report By
 JG0816  HISTORY     - 1892     FIRST OBSERVED   CGS
 JG0816  HISTORY     - 1934     GOOD             CGS
 JG0816
 JG0816                          STATION DESCRIPTION
 JG0816
 JG0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0816'GOOD.  THIS BUILDING WAS CONSTRUCTED IN 1887, AND THE CUPOLA
 JG0816'AND POLE APPEAR IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0812 ***********************************************************************
 JG0812  DESIGNATION -  RUSSELL MUNICIPAL AIRPORT BCN
 JG0812  PID         -  JG0812
 JG0812  STATE/COUNTY-  KS/RUSSELL
 JG0812  USGS QUAD   -  RUSSELL (1967)
 JG0812
 JG0812                         *CURRENT SURVEY CONTROL
 JG0812  ___________________________________________________________________
 JG0812* NAD 83(1997)-  38 52 33.23451(N)    098 48 30.32320(W)     ADJUSTED  
 JG0812* NAVD 88     -                                                        
 JG0812  ___________________________________________________________________
 JG0812  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JG0812  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0812
 JG0812  HORZ ORDER  -  THIRD
 JG0812
 JG0812.This mark is at Russell Municipal Airport (RSL)
 JG0812
 JG0812.The horizontal coordinates were established by classical geodetic methods
 JG0812.and adjusted by the National Geodetic Survey in October 1998..
 JG0812
 JG0812
 JG0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0812
 JG0812.The geoid height was determined by GEOID03.
 JG0812
 JG0812;                    North         East     Units Scale Factor Converg.
 JG0812;SPC KS N     -    60,543.601   329,849.510   MT  0.99997812   -0 30 41.4
 JG0812;UTM  14      - 4,303,022.487   516,617.925   MT  0.99960340   +0 07 12.9
 JG0812
 JG0812                          SUPERSEDED SURVEY CONTROL
 JG0812
 JG0812  NAD 83(1986)-  38 52 33.24217(N)    098 48 30.32287(W) AD(       ) 4
 JG0812  NAD 27      -  38 52 33.20200(N)    098 48 29.03000(W) AD(       ) 3
 JG0812
 JG0812.Superseded values are not recommended for survey control.
 JG0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0812.See file dsdata.txt to determine how the superseded data were derived.
 JG0812
 JG0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1661803022(NAD 83)
 JG0812_MARKER: 51 = TANK
 JG0812
 JG0812  HISTORY     - Date     Condition        Report By
 JG0812  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0812  HISTORY     - 1958     GOOD             CGS
 JG0812  HISTORY     - 19820525 GOOD             NGS
 JG0812
 JG0812                          STATION DESCRIPTION
 JG0812
 JG0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0812'THE BEACON IS LOCATED AT THE RUSSELL MUNICIPAL AIRPORT, ABOUT
 JG0812'2.5 MILES EAST OF THE TOWN OF RUSSELL, 597 FEET SOUTHWEST OF
 JG0812'TRIANGULATION STATION RUSSELL, ABOUT 400 FEET SOUTH OF
 JG0812'U.S. HIGHWAY 40 AND 150 FEET SOUTH-SOUTHEAST OF THE AIRPORT
 JG0812'ADMINISTRATION BUILDING.
 JG0812'
 JG0812'THE BEACON IS A FOUR-LEGGED STEEL STRUCTURE, ABOUT 60 FEET
 JG0812'HIGH, WITH A CROW NEST AND TWO-REVOLVING LIGHTS AT THE TOP.
 JG0812'
 JG0812'THE POINT INTERSECTED WAS THE SPINDLE AT THE BOTTOM OF THOSE
 JG0812'LIGHTS.
 JG0812
 JG0812                          STATION RECOVERY (1958)
 JG0812
 JG0812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 JG0812'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1935 DESCRIPTION.
 JG0812'A COAST AND GEODETIC SURVEY BENCH MARK IS LOCATED DIRECTLY
 JG0812'UNDER THE POINT OF INTERSECTION.  THIS WAS CHECKED BY USING
 JG0812'TWO INSTRUMENTS, AT A 90 DEGREE ANGLE TO THE MARK, AND PLUNGING
 JG0812'THE TELESCOPE FROM THE SPINDLE TO THE CROSS ON THE BENCH MARK.
 JG0812'THE MARK SHOULD BE CONSIDERED GOOD FOR A PERMANATE INTERSECTION
 JG0812'POINT.
 JG0812'
 JG0812'THE MARK IS STAMPED W 304 1953 AND PROJECTS ABOUT 3 INCHES
 JG0812'ABOVE THE GROUND.
 JG0812
 JG0812                          STATION RECOVERY (1982)
 JG0812
 JG0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JG0812'THE STATION WAS VISITED AND FOUND TO BE IN GOOD CONDITION AND AS
 JG0812'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0811 ***********************************************************************
 JG0811  DESIGNATION -  RUSSELL MUNICIPAL TANK
 JG0811  PID         -  JG0811
 JG0811  STATE/COUNTY-  KS/RUSSELL
 JG0811  USGS QUAD   -  RUSSELL (1967)
 JG0811
 JG0811                         *CURRENT SURVEY CONTROL
 JG0811  ___________________________________________________________________
 JG0811* NAD 83(1997)-  38 53 00.31399(N)    098 51 17.10476(W)     ADJUSTED  
 JG0811* NAVD 88     -                                                        
 JG0811  ___________________________________________________________________
 JG0811  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 JG0811  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0811
 JG0811  HORZ ORDER  -  THIRD
 JG0811
 JG0811.The horizontal coordinates were established by classical geodetic methods
 JG0811.and adjusted by the National Geodetic Survey in October 1998..
 JG0811
 JG0811
 JG0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0811
 JG0811.The geoid height was determined by GEOID03.
 JG0811
 JG0811;                    North         East     Units Scale Factor Converg.
 JG0811;SPC KS N     -    61,415.513   325,837.402   MT  0.99997728   -0 32 26.9
 JG0811;UTM  14      - 4,303,849.790   512,597.954   MT  0.99960195   +0 05 28.2
 JG0811
 JG0811                          SUPERSEDED SURVEY CONTROL
 JG0811
 JG0811  NAD 83(1986)-  38 53 00.31981(N)    098 51 17.10453(W) AD(       ) 4
 JG0811  NAD 27      -  38 53 00.27800(N)    098 51 15.79600(W) AD(       ) 3
 JG0811
 JG0811.Superseded values are not recommended for survey control.
 JG0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0811.See file dsdata.txt to determine how the superseded data were derived.
 JG0811
 JG0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1259803850(NAD 83)
 JG0811_MARKER: 53 = ELEVATED TANK
 JG0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JG0811+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 JG0811
 JG0811  HISTORY     - Date     Condition        Report By
 JG0811  HISTORY     - 1953     FIRST OBSERVED   CGS
 JG0811  HISTORY     - 1958     GOOD             CGS
 JG0811  HISTORY     - 1987     GOOD             NOS
 JG0811  HISTORY     - 19870525 GOOD             NGS
 JG0811  HISTORY     - 20030711 GOOD             USPSQD
 JG0811
 JG0811                          STATION DESCRIPTION
 JG0811
 JG0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (REW)
 JG0811'THE STATION WAS RECOVERED AND WAS FOUND TO BE IN GOOD CONDITION.
 JG0811'THIS STATION HAS NOT BEEN DESCRIBED, THEREFORE A DESCRIPTION
 JG0811'FOLLOWS.
 JG0811'
 JG0811'THE STATION IS LOCATED 135 FEET SOUTHWEST OF THE INTERSECTION
 JG0811'OF FRONT STREET AND SUNSET AVENUE IN THE SOUTHEASTERN SECTION
 JG0811'OF RUSSELL, AND 70 FEET NORTH OF THE WATER WORKS BUILDING.
 JG0811'
 JG0811'THE TANK IS SUPPORTED BY A 8-LEGGED STEEL STRUCTURE AND IS ABOUT
 JG0811'150 FEET HIGH.
 JG0811'
 JG0811'THE POINT OF INTERSECTION IS THE BALL LOCATED ON THE TOP OF THE
 JG0811'CONE, ON THE TOP OF THE TANK.
 JG0811
 JG0811                          STATION RECOVERY (1987)
 JG0811
 JG0811'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (REM)
 JG0811'THE STATION WAS RECOVERED AT THIS DATE.
 JG0811'STATION IS IN GOOD CONDITION.
 JG0811'
 JG0811'RECOVERED BY JDS.
 JG0811
 JG0811                          STATION RECOVERY (1987)
 JG0811
 JG0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (CLN)
 JG0811'THE STATION WAS RECOVERED IN GOOD CONDITION, THE 1958 RECOVERY NOTE
 JG0811'BEING ADEQUATE.
 JG0811
 JG0811                          STATION RECOVERY (2003)
 JG0811
 JG0811'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 JG0811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0813 ***********************************************************************
 JG0813  DESIGNATION -  RUSSELL NW BASE
 JG0813  PID         -  JG0813
 JG0813  STATE/COUNTY-  KS/RUSSELL
 JG0813  USGS QUAD   -  RUSSELL (1967)
 JG0813
 JG0813                         *CURRENT SURVEY CONTROL
 JG0813  ___________________________________________________________________
 JG0813* NAD 83(1997)-  38 53 36.94568(N)    098 49 30.26403(W)     ADJUSTED  
 JG0813* NAVD 88     -       561.2    (meters)    1841.     (feet)  VERTCON   
 JG0813  ___________________________________________________________________
 JG0813  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 JG0813  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0813
 JG0813  HORZ ORDER  -  SECOND
 JG0813
 JG0813.The horizontal coordinates were established by classical geodetic methods
 JG0813.and adjusted by the National Geodetic Survey in October 1998..
 JG0813
 JG0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0813
 JG0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0813
 JG0813.The geoid height was determined by GEOID03.
 JG0813
 JG0813;                    North         East     Units Scale Factor Converg.
 JG0813;SPC KS N     -    62,521.169   328,422.635   MT  0.99997616   -0 31 19.3
 JG0813;UTM  14      - 4,304,983.467   515,169.872   MT  0.99960283   +0 06 35.4
 JG0813
 JG0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0813!SPC KS N     -   0.99991605  x   0.99997616  =   0.99989221
 JG0813!UTM  14      -   0.99991605  x   0.99960283  =   0.99951891
 JG0813
 JG0813:                Primary Azimuth Mark                     Grid Az
 JG0813:SPC KS N     -  RUSSELL NORTH SCH TALL CUPOLA            280 35 17.6
 JG0813:UTM  14      -  RUSSELL NORTH SCH TALL CUPOLA            279 57 22.9
 JG0813
 JG0813|---------------------------------------------------------------------|
 JG0813| PID    Reference Object                     Distance      Geod. Az  |
 JG0813|                                                           dddmmss.s |
 JG0813| JG0814 RUSSELL NORTH SCH TALL CUPOLA       APPROX. 3.0 KM 2800358.3 |
 JG0813|---------------------------------------------------------------------|
 JG0813
 JG0813                          SUPERSEDED SURVEY CONTROL
 JG0813
 JG0813  NAD 83(1986)-  38 53 36.95337(N)    098 49 30.26439(W) AD(       ) 2
 JG0813  NAD 27      -  38 53 36.91500(N)    098 49 28.97700(W) AD(       ) 2
 JG0813  NGVD 29 (07/19/86)  561.0    (m)         1841.     (f) VERT ANG       
 JG0813
 JG0813.Superseded values are not recommended for survey control.
 JG0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0813.See file dsdata.txt to determine how the superseded data were derived.
 JG0813
 JG0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1517004983(NAD 83)
 JG0813_MARKER: Z = SEE DESCRIPTION
 JG0813_SETTING: 0 = UNSPECIFIED SETTING
 JG0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0813
 JG0813  HISTORY     - Date     Condition        Report By
 JG0813  HISTORY     - 1892     MONUMENTED       CGS
 JG0813  HISTORY     - 1934     MARK NOT FOUND   CGS
 JG0813  HISTORY     - 1953     MARK NOT FOUND   CGS
 JG0813
 JG0813                          STATION DESCRIPTION
 JG0813
 JG0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0813'NOT RECOVERED.  THIS POINT FALLS IN THE NORTHEAST QUARTER OF
 JG0813'SEC. 25, T. 13 S., R. 14 W., IN A WHEAT FIELD.
 JG0813'
 JG0813'THIS PARTY WAS ASSISTED IN THE SEARCH BY C.A. HOLLINGS AND
 JG0813'JOHN MC CONNELL, BOTH OF WHOM HAD CULTIVATED THE GROUND AND
 JG0813'HAD UNCOVERED THE GROUND SEVERAL TIMES.  THEY FAILED TO AGREE
 JG0813'WITHIN 50 FEET OF EACH OTHER.  ABOUT 3 HOURS WAS SPENT DIGGING.
 JG0813
 JG0813                          STATION RECOVERY (1953)
 JG0813
 JG0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0813'THE SITE OF THE STATION WAS VISITED BUT STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0815 ***********************************************************************
 JG0815  DESIGNATION -  RUSSELL NW BASE TRIPOD
 JG0815  PID         -  JG0815
 JG0815  STATE/COUNTY-  KS/RUSSELL
 JG0815  USGS QUAD   -  RUSSELL (1967)
 JG0815
 JG0815                         *CURRENT SURVEY CONTROL
 JG0815  ___________________________________________________________________
 JG0815* NAD 83(1997)-  38 54 39.53098(N)    098 48 56.23486(W)     ADJUSTED  
 JG0815* NAVD 88     -                                                        
 JG0815  ___________________________________________________________________
 JG0815  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 JG0815  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 JG0815
 JG0815  HORZ ORDER  -  THIRD
 JG0815
 JG0815.The horizontal coordinates were established by classical geodetic methods
 JG0815.and adjusted by the National Geodetic Survey in October 1998..
 JG0815
 JG0815
 JG0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0815
 JG0815.The geoid height was determined by GEOID03.
 JG0815
 JG0815;                    North         East     Units Scale Factor Converg.
 JG0815;SPC KS N     -    64,443.564   329,260.029   MT  0.99997433   -0 30 57.8
 JG0815;UTM  14      - 4,306,914.261   515,985.711   MT  0.99960315   +0 06 56.9
 JG0815
 JG0815                          SUPERSEDED SURVEY CONTROL
 JG0815
 JG0815  NAD 83(1986)-  38 54 39.53862(N)    098 48 56.23486(W) AD(       ) 4
 JG0815  NAD 27      -  38 54 39.49800(N)    098 48 54.94200(W) AD(       ) 3
 JG0815
 JG0815.Superseded values are not recommended for survey control.
 JG0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0815.See file dsdata.txt to determine how the superseded data were derived.
 JG0815
 JG0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1598606914(NAD 83)
 JG0815_MARKER: Z = SEE DESCRIPTION
 JG0815_SETTING: 0 = UNSPECIFIED SETTING
 JG0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0815
 JG0815  HISTORY     - Date     Condition        Report By
 JG0815  HISTORY     - 1892     MONUMENTED       CGS
 JG0815  HISTORY     - 1934     MARK NOT FOUND   CGS
 JG0815
 JG0815                          STATION DESCRIPTION
 JG0815
 JG0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0815'NOT RECOVERED AFTER A TWO-HOUR SEARCH.  THE STATION SITE FALLS
 JG0815'NEAR THE NORTHWEST CORNER OF SEC. 24, T. 13 S., R. 14 W.,
 JG0815'ON HIGH GROUND.  COULD FIND NO ONE WHO REMEMBERED THE LOCATION
 JG0815'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0238 ***********************************************************************
 JG0238  DESIGNATION -  RUSSELL RM 1
 JG0238  PID         -  JG0238
 JG0238  STATE/COUNTY-  KS/RUSSELL
 JG0238  USGS QUAD   -  RUSSELL (1967)
 JG0238
 JG0238                         *CURRENT SURVEY CONTROL
 JG0238  ___________________________________________________________________
 JG0238* NAD 83(1986)-  38 52 33.     (N)    098 48 22.     (W)     SCALED    
 JG0238* NAVD 88     -       570.493  (meters)    1871.69   (feet)  ADJUSTED  
 JG0238  ___________________________________________________________________
 JG0238  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0238  DYNAMIC HT  -         570.089 (meters)    1870.37  (feet)  COMP
 JG0238  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 JG0238
 JG0238  VERT ORDER  -  FIRST     CLASS II
 JG0238
 JG0238.The horizontal coordinates were scaled from a topographic map and have
 JG0238.an estimated accuracy of +/- 6 seconds.
 JG0238
 JG0238.The orthometric height was determined by differential leveling
 JG0238.and adjusted by the National Geodetic Survey in June 1991..
 JG0238
 JG0238.The geoid height was determined by GEOID03.
 JG0238
 JG0238.The dynamic height is computed by dividing the NAVD 88
 JG0238.geopotential number by the normal gravity value computed on the
 JG0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0238.degrees latitude (g = 980.6199 gals.).
 JG0238
 JG0238.The modeled gravity was interpolated from observed gravity values.
 JG0238
 JG0238;                    North         East    Units  Estimated Accuracy
 JG0238;SPC KS N     -    60,540.      330,050.      MT  (+/- 180 meters Scaled)
 JG0238
 JG0238                          SUPERSEDED SURVEY CONTROL
 JG0238
 JG0238  NGVD 29 (??/??/92)  570.281  (m)         1871.00   (f) ADJ UNCH    1 2
 JG0238
 JG0238.Superseded values are not recommended for survey control.
 JG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0238.See file dsdata.txt to determine how the superseded data were derived.
 JG0238
 JG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ168030(NAD 83)
 JG0238_MARKER: DR = REFERENCE MARK DISK
 JG0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0238_SP_SET: CONCRETE POST
 JG0238_STAMPING: RUSSELL NO 1 1952
 JG0238_MARK LOGO: CGS   
 JG0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0238+STABILITY: SURFACE MOTION
 JG0238
 JG0238  HISTORY     - Date     Condition        Report By
 JG0238  HISTORY     - 1952     MONUMENTED       CGS
 JG0238  HISTORY     - 1953     GOOD             NGS
 JG0238  HISTORY     - 1987     GOOD             NOS
 JG0238
 JG0238                          STATION DESCRIPTION
 JG0238
 JG0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JG0238'3.2 MI SE FROM RUSSELL.
 JG0238'3.25 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0238'STATION AT RUSSELL, 0.15 MILE EAST OF THE ENTRANCE TO THE RUSSELL
 JG0238'MUNICIPAL AIRPORT, 119.8 FEET NORTHEAST OF THE CENTER LINE OF
 JG0238'U.S. HIGHWAY 40, 40.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 24.9
 JG0238'FEET SOUTHEAST OF TRIANGULATION STATION RUSSELL 1952, SET IN THE
 JG0238'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 JG0238
 JG0238                          STATION RECOVERY (1987)
 JG0238
 JG0238'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 JG0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0240 ***********************************************************************
 JG0240  DESIGNATION -  RUSSELL RM 2
 JG0240  PID         -  JG0240
 JG0240  STATE/COUNTY-  KS/RUSSELL
 JG0240  USGS QUAD   -  RUSSELL (1967)
 JG0240
 JG0240                         *CURRENT SURVEY CONTROL
 JG0240  ___________________________________________________________________
 JG0240* NAD 83(1986)-  38 52 33.     (N)    098 48 22.     (W)     SCALED    
 JG0240* NAVD 88     -       570.454  (meters)    1871.56   (feet)  ADJUSTED  
 JG0240  ___________________________________________________________________
 JG0240  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 JG0240  DYNAMIC HT  -         570.050 (meters)    1870.24  (feet)  COMP
 JG0240  MODELED GRAV-     979,901.1   (mgal)                       NAVD 88
 JG0240
 JG0240  VERT ORDER  -  FIRST     CLASS II
 JG0240
 JG0240.The horizontal coordinates were scaled from a topographic map and have
 JG0240.an estimated accuracy of +/- 6 seconds.
 JG0240
 JG0240.The orthometric height was determined by differential leveling
 JG0240.and adjusted by the National Geodetic Survey in June 1991..
 JG0240.WARNING-Repeat measurements at this control monument indicate possible
 JG0240.vertical movement.
 JG0240
 JG0240.The geoid height was determined by GEOID03.
 JG0240
 JG0240.The dynamic height is computed by dividing the NAVD 88
 JG0240.geopotential number by the normal gravity value computed on the
 JG0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0240.degrees latitude (g = 980.6199 gals.).
 JG0240
 JG0240.The modeled gravity was interpolated from observed gravity values.
 JG0240
 JG0240;                    North         East    Units  Estimated Accuracy
 JG0240;SPC KS N     -    60,540.      330,050.      MT  (+/- 180 meters Scaled)
 JG0240
 JG0240                          SUPERSEDED SURVEY CONTROL
 JG0240
 JG0240  NGVD 29 (??/??/92)  570.269  (m)         1870.96   (f) ADJ UNCH    1 2
 JG0240
 JG0240.Superseded values are not recommended for survey control.
 JG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0240.See file dsdata.txt to determine how the superseded data were derived.
 JG0240
 JG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ168030(NAD 83)
 JG0240_MARKER: DR = REFERENCE MARK DISK
 JG0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JG0240_SP_SET: CONCRETE POST
 JG0240_STAMPING: RUSSELL NO 2 1952
 JG0240_MARK LOGO: CGS   
 JG0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JG0240+STABILITY: SURFACE MOTION
 JG0240
 JG0240  HISTORY     - Date     Condition        Report By
 JG0240  HISTORY     - 1952     MONUMENTED       CGS
 JG0240  HISTORY     - 1987     GOOD             NOS
 JG0240
 JG0240                          STATION DESCRIPTION
 JG0240
 JG0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JG0240'3.2 MI SE FROM RUSSELL.
 JG0240'3.25 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JG0240'STATION AT RUSSELL, 0.15 MILE EAST OF THE ENTRANCE TO THE
 JG0240'RUSSELL MUNICIPAL AIRPORT, 119.6 FEET NORTHEAST OF THE CENTER
 JG0240'LINE OF U.S. HIGHWAY 40, 40.6 FEET SOUTHWEST OF THE SOUTHWEST
 JG0240'RAIL, 25.6 FEET NORTHWEST OF TRIANGULATION STATION RUSSELL 1952,
 JG0240'1 FOOT SOUTHWEST OF A ROW OF TELEPHONE POLES, SET IN THE TOP OF A
 JG0240'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 JG0240
 JG0240                          STATION RECOVERY (1987)
 JG0240
 JG0240'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987
 JG0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0818 ***********************************************************************
 JG0818  DESIGNATION -  RUSSELL SE BASE
 JG0818  PID         -  JG0818
 JG0818  STATE/COUNTY-  KS/RUSSELL
 JG0818  USGS QUAD   -  HOMER (1979)
 JG0818
 JG0818                         *CURRENT SURVEY CONTROL
 JG0818  ___________________________________________________________________
 JG0818* NAD 83(1997)-  38 51 22.31694(N)    098 47 09.32228(W)     ADJUSTED  
 JG0818* NAVD 88     -       573.6    (meters)    1882.     (feet)  VERTCON   
 JG0818  ___________________________________________________________________
 JG0818  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 JG0818  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 JG0818
 JG0818  HORZ ORDER  -  SECOND
 JG0818
 JG0818.The horizontal coordinates were established by classical geodetic methods
 JG0818.and adjusted by the National Geodetic Survey in October 1998..
 JG0818
 JG0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 JG0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JG0818
 JG0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 JG0818
 JG0818.The geoid height was determined by GEOID03.
 JG0818
 JG0818;                    North         East     Units Scale Factor Converg.
 JG0818;SPC KS N     -    58,339.662   331,782.929   MT  0.99998041   -0 29 50.2
 JG0818;SPC KS S     -   643,058.672   375,179.773   MT  1.00007012   -0 10 32.5
 JG0818;UTM  14      - 4,300,840.816   518,574.788   MT  0.99960425   +0 08 03.5
 JG0818
 JG0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JG0818!SPC KS N     -   0.99991410  x   0.99998041  =   0.99989451
 JG0818!SPC KS S     -   0.99991410  x   1.00007012  =   0.99998421
 JG0818!UTM  14      -   0.99991410  x   0.99960425  =   0.99951838
 JG0818
 JG0818:                Primary Azimuth Mark                     Grid Az
 JG0818:SPC KS N     -  RUSSELL NW BASE                          321 12 51.3
 JG0818:SPC KS S     -  RUSSELL NW BASE                          320 53 33.6
 JG0818:UTM  14      -  RUSSELL NW BASE                          320 34 57.6
 JG0818
 JG0818|---------------------------------------------------------------------|
 JG0818| PID    Reference Object                     Distance      Geod. Az  |
 JG0818|                                                           dddmmss.s |
 JG0818| JG0813 RUSSELL NW BASE                     APPROX. 5.4 KM 3204301.1 |
 JG0818|---------------------------------------------------------------------|
 JG0818
 JG0818                          SUPERSEDED SURVEY CONTROL
 JG0818
 JG0818  NAD 83(1986)-  38 51 22.32452(N)    098 47 09.32296(W) AD(       ) 2
 JG0818  NAD 27      -  38 51 22.28400(N)    098 47 08.03900(W) AD(       ) 2
 JG0818  NGVD 29 (07/19/86)  573.4    (m)         1881.     (f) VERT ANG       
 JG0818
 JG0818.Superseded values are not recommended for survey control.
 JG0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0818.See file dsdata.txt to determine how the superseded data were derived.
 JG0818
 JG0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNJ1857500841(NAD 83)
 JG0818_MARKER: Z = SEE DESCRIPTION
 JG0818_SETTING: 0 = UNSPECIFIED SETTING
 JG0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0818
 JG0818  HISTORY     - Date     Condition        Report By
 JG0818  HISTORY     - 1892     MONUMENTED       CGS
 JG0818  HISTORY     - 1934     MARK NOT FOUND   CGS
 JG0818  HISTORY     - 1953     MARK NOT FOUND   CGS
 JG0818
 JG0818                          STATION DESCRIPTION
 JG0818
 JG0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (SKM)
 JG0818'NOT RECOVERED ON THIS DATE, STATION SEARCHED FOR ABOUT 2 HOURS.
 JG0818'THE SITE FALLS IN A WHEAT FIELD IN THE NORTHEAST QUARTER OF
 JG0818'SEC. 8, T. 14 S., R. 13 W.
 JG0818
 JG0818                          STATION RECOVERY (1953)
 JG0818
 JG0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCM)
 JG0818'THE SITE OF THE STATION WAS VISITED BUT THE STATION WAS NOT
 JG0818'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0661 ***********************************************************************
 HF0661  CBN         -  This is a Cooperative Base Network Control Station.
 HF0661  DESIGNATION -  RUTH
 HF0661  PID         -  HF0661
 HF0661  STATE/COUNTY-  KS/SUMNER
 HF0661  USGS QUAD   -  ROME (1965)
 HF0661
 HF0661                         *CURRENT SURVEY CONTROL
 HF0661  ___________________________________________________________________
 HF0661* NAD 83(1997)-  37 11 16.18511(N)    097 24 06.94744(W)     ADJUSTED  
 HF0661* NAVD 88     -       376.875  (meters)    1236.46   (feet)  ADJUSTED  
 HF0661  ___________________________________________________________________
 HF0661  X           -    -655,443.081 (meters)                     COMP
 HF0661  Y           -  -5,045,301.663 (meters)                     COMP
 HF0661  Z           -   3,834,230.755 (meters)                     COMP
 HF0661  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 HF0661  ELLIP HEIGHT-         348.25  (meters)          (08/12/03) GPS OBS
 HF0661  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0661  DYNAMIC HT  -         376.566 (meters)    1235.45  (feet)  COMP
 HF0661  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 HF0661
 HF0661  HORZ ORDER  -  B
 HF0661  VERT ORDER  -  SECOND    CLASS 0
 HF0661  ELLP ORDER  -  FOURTH    CLASS I
 HF0661
 HF0661.The horizontal coordinates were established by GPS observations
 HF0661.and adjusted by the National Geodetic Survey in December 1997..
 HF0661
 HF0661.The orthometric height was determined by differential leveling
 HF0661.and adjusted by the National Geodetic Survey in June 1991..
 HF0661
 HF0661.Photographs are available for this station.
 HF0661
 HF0661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HF0661
 HF0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 HF0661
 HF0661.The ellipsoidal height was determined by GPS observations
 HF0661.and is referenced to NAD 83.
 HF0661
 HF0661.The geoid height was determined by GEOID03.
 HF0661
 HF0661.The dynamic height is computed by dividing the NAVD 88
 HF0661.geopotential number by the normal gravity value computed on the
 HF0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0661.degrees latitude (g = 980.6199 gals.).
 HF0661
 HF0661.The modeled gravity was interpolated from observed gravity values.
 HF0661
 HF0661;                    North         East     Units Scale Factor Converg.
 HF0661;SPC KS S     -   458,415.887   497,499.463   MT  1.00001643   +0 40 29.3
 HF0661;UTM  14      - 4,116,905.025   641,844.480   MT  0.99984785   +0 57 57.9
 HF0661
 HF0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HF0661!SPC KS S     -   0.99994535  x   1.00001643  =   0.99996178
 HF0661!UTM  14      -   0.99994535  x   0.99984785  =   0.99979321
 HF0661
 HF0661|---------------------------------------------------------------------|
 HF0661| PID    Reference Object                     Distance      Geod. Az  |
 HF0661|                                                           dddmmss.s |
 HF0661| HF0660 RUTH RM 1                            16.342 METERS 09150     |
 HF0661| HF1341 ROME GRAIN ELEVATOR                 APPROX. 3.2 KM 1644136.3 |
 HF0661| HF0659 RUTH RM 2                            21.400 METERS 33620     |
 HF0661| CL6196 RUTH AZ MK                                         3562909.2 |
 HF0661|---------------------------------------------------------------------|
 HF0661
 HF0661                          SUPERSEDED SURVEY CONTROL
 HF0661
 HF0661  ELLIP H (12/22/97)  348.30   (m)                       GP(       ) 4 1
 HF0661  NAD 83(1997)-  37 11 16.18693(N)    097 24 06.94349(W) AD(       ) 2
 HF0661  NAD 83(1986)-  37 11 16.19391(N)    097 24 06.93823(W) AD(       ) 2
 HF0661  NAD 27      -  37 11 16.10807(N)    097 24 05.77314(W) AD(       ) 2
 HF0661  NAVD 88 (12/22/97)  376.88   (m)         1236.5    (f) LEVELING    3  
 HF0661  NGVD 29 (??/??/92)  376.756  (m)         1236.07   (f) ADJ UNCH    2 0
 HF0661
 HF0661.Superseded values are not recommended for survey control.
 HF0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0661.See file dsdata.txt to determine how the superseded data were derived.
 HF0661
 HF0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG4184416905(NAD 83)
 HF0661_MARKER: DS = TRIANGULATION STATION DISK
 HF0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0661_STAMPING: RUTH 1962
 HF0661_MARK LOGO: CGS   
 HF0661_PROJECTION: FLUSH
 HF0661_MAGNETIC: N = NO MAGNETIC MATERIAL
 HF0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0661+STABILITY: SURFACE MOTION
 HF0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HF0661+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2002
 HF0661
 HF0661  HISTORY     - Date     Condition        Report By
 HF0661  HISTORY     - 1962     MONUMENTED       CGS
 HF0661  HISTORY     - 1962     GOOD             CGS
 HF0661  HISTORY     - 1964     GOOD             CGS
 HF0661  HISTORY     - 1964     GOOD             NGS
 HF0661  HISTORY     - 19970305 GOOD             NGS
 HF0661  HISTORY     - 20010425 GOOD             MSAM
 HF0661  HISTORY     - 20020930 GOOD             KS-173
 HF0661
 HF0661                          STATION DESCRIPTION
 HF0661
 HF0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (JKR)
 HF0661'THE STATION IS ABOUT 6 MILES EAST OF PERTH, 5-1/2 MILES
 HF0661'SOUTH OF WELLINGTON, 2 MILES NORTH OF ROME, IN THE SOUTHEAST
 HF0661'ANGLE OF A CROSSROAD AND ON LAND OWNED BY MRS. RUTH FELT.
 HF0661'
 HF0661'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 81
 HF0661'AND 160 AT THE WEST SIDE OF WELLINGTON, GO SOUTH ON HIGHWAY
 HF0661'81 FOR 4.8 MILES TO A CROSSROAD.  CONTINUE AHEAD, SOUTH,
 HF0661'ON HIGHWAY 81 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HF0661'CONTINUE AHEAD, SOUTH, ON HIGHWAY 81 FOR 0.35 MILE TO A
 HF0661'CROSSROAD AND THE STATION IN THE SOUTHEAST ANGLE OF THE
 HF0661'CROSSROAD.
 HF0661'
 HF0661'STATION MARKS ARE STANDARD DISKS STAMPED RUTH 1962.  THE
 HF0661'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 HF0661'WITH THE SURFACE OF THE GROUND.  IT IS 84 FEET SOUTHEAST
 HF0661'OF THE CENTER OF THE CROSSROAD, 77 FEET EAST OF THE CENTER
 HF0661'OF HIGHWAY 81, 71 FEET WEST OF A POWER POLE AND 33 FEET SOUTH
 HF0661'OF THE CENTER OF A DIRT ROAD.  THE UNDERGROUND DISK IS SET
 HF0661'IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE
 HF0661'OF THE GROUND.
 HF0661'
 HF0661'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RUTH NO 1 1962,
 HF0661'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HF0661'SURFACE OF THE GROUND.  IT IS 131 FEET EAST OF THE CENTER
 HF0661'OF HIGHWAY 81, 36 FEET SOUTH OF THE CENTER OF THE DIRT ROAD
 HF0661'AND 20.5 FEET SOUTHWEST OF THE POWER POLE.
 HF0661'
 HF0661'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RUTH NO 2 1962,
 HF0661'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 HF0661'SURFACE OF THE GROUND.  IT IS 50 FEET EAST OF THE CENTER
 HF0661'OF HIGHWAY 81, 32 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 HF0661'20.5 FEET WEST OF A GUY POLE, 18.5 FEET EAST OF A CORNER
 HF0661'FENCE POST AND 2.5 FEET SOUTH OF A FENCE.
 HF0661'FENCE POST AND 2.5 FEET WEST OF A GUY POLE, 18.5 FEET EAST
 HF0661'OF A CORNER POST AND 2.5 FEET SOUTH OF A FENCE.
 HF0661'
 HF0661'AZIMUTH MARK, A STANDARD DISK STAMPED RUTH 1962, IS SET
 HF0661'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 HF0661'0.05 MILE NORTH OF A DRIVEWAY, 34 FEET WEST OF THE CENTER
 HF0661'OF HIGHWAY 81, 3 FEET NORTH OF A METAL WITNESS POST, 2 FEET
 HF0661'SOUTH OF A TELEPHONE POLE AND 1 FOOT EAST OF A FENCE.
 HF0661'
 HF0661'NOTE, REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HF0661
 HF0661                          STATION RECOVERY (1962)
 HF0661
 HF0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HF0661'2.2 MI NW FROM ROME.
 HF0661'1.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0661'FROM THE STATION SIGN AT ROME, THENCE 0.5 MILE WEST ALONG A DIRT
 HF0661'ROAD TO THE INTERSECTION WITH U.S. HIGHWAY 81, 84 FEET SOUTHEAST
 HF0661'OF THE CENTER OF THE INTERSECTION, 77 FEET EAST OF THE CENTERLINE
 HF0661'OF THE HIGHWAY, 71 FEET WEST OF A POWER POLE, 33 FEET SOUTH OF THE
 HF0661'CENTER OF DIRT ROAD, SET IN THE TOP OF A CONCRETE POST WHICH IS
 HF0661'FLUSH WITH THE GROUND.  NOTE-- A NEW STEEL WITNESS POST WAS
 HF0661'SET 1 FOOT WEST OF THIS MARK.
 HF0661
 HF0661                          STATION RECOVERY (1964)
 HF0661
 HF0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 HF0661'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HF0661'FOUND IN GOOD CONDITION.  A NEW METAL WITNESS POST WAS SET NEAR
 HF0661'THE STATION AND THE STATION MARK IS 1 FOOT EAST OF THE NEW
 HF0661'STEEL POST.
 HF0661
 HF0661                          STATION RECOVERY (1964)
 HF0661
 HF0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HF0661'RECOVERED IN GOOD CONDITION.
 HF0661
 HF0661                          STATION RECOVERY (1997)
 HF0661
 HF0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HF0661'THE STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) SOUTH OF WELLINGTON, 4.8
 HF0661'KM (3.00 MI) WEST OF INTERSTATE HIGHWAY 35 (KANSAS TURNPIKE), IN THE
 HF0661'SOUTHEAST QUADRANT OF THE JUNCTION OF U.S. HIGHWAY 81 AND A DIRT AND
 HF0661'GRAVEL ROAD (E 70TH S), IN THE GRASS AT THE NORTH EDGE OF A PLOWED
 HF0661'FIELD.  OWNERSHIP--STATE OF KANSAS.  TO REACH THE STATION FROM THE
 HF0661'JUNCTION OF U.S. HIGHWAYS 81 AND 160 NEAR THE SOUTHWEST EDGE OF
 HF0661'WELLINGTON, GO SOUTH FOR 9.17 KM (5.70 MI) ON HIGHWAY 81 (HOOVER RD)
 HF0661'TO THE JUNCTION OF E 70TH S AND THE STATION ON THE LEFT.  STATION IS
 HF0661'23.2 M (76.1 FT) EAST OF THE CENTERLINE OF HIGHWAY 81, 21.6 M (70.9
 HF0661'FT) WEST OF UTILITY POLE NUMBER 4-40, 25.9 M (85.0 FT) NORTH-NORTHEAST
 HF0661'OF A TRIANGULAR CONCRETE MONUMENT WITH STEEL PLATE INSCRIBED ---KANSAS
 HF0661'FEDERAL AID PROJECT NO. 35, SECTION A/B, 1921---, 10.6 M (34.8 FT)
 HF0661'SOUTH OF THE CENTER OF 70TH STREET, 0.3 M (1.0 FT) EAST OF A METAL
 HF0661'WITNESS POST, ABOUT 0.4 M (1.3 FT) HIGHER THAN 70TH STREET AND FLUSH
 HF0661'WITH GROUND.
 HF0661
 HF0661                          STATION RECOVERY (2001)
 HF0661
 HF0661'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 HF0661'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. MSAM 2001 (KCH)
 HF0661'RECOVERED AS DESCRIBED.
 HF0661'
 HF0661
 HF0661                          STATION RECOVERY (2002)
 HF0661
 HF0661'RECOVERY NOTE BY SEDGWICK COUNTY KANSAS 2002 (TLR)
 HF0661'THE STATION IS LOCATED ABOUT 6 MI EAST OF PERTH, 4.5 MI SOUTH OF THE
 HF0661'SOUTH EDGE OF
 HF0661'WELLINGTON, 3.5 MI WEST OF INTERSTATE HIGHWAY 35, 2 MI WEST OF ROME,
 HF0661'IN THE NORTHWEST
 HF0661'1/4 OF SECTION 14, T 33 S, R 1 W OF THE 6TH PM.  OWNERSHIP--STATE OF
 HF0661'KANSAS.  TO REACH THE
 HF0661'STATION FROM THE INTERSECTION OF US HIGHWAYS 81 AND 160 AT THE WEST
 HF0661'EDGE OF
 HF0661'WELLINGTON, GO SOUTH FOR 5.7 MI ON HIGHWAY 81 (HOOVER ROAD) TO A DIRT
 HF0661'CROSSROAD, E. 70TH
 HF0661'ST AND THE STATION, AT THE SOUTHEAST CORNER OF THE INTERSECTION.  THE
 HF0661'STATION CAN ALSO
 HF0661'BE REACHED FROM THE INTERSECTION OF US HIGHWAYS 81 AND 166 AT THE
 HF0661'NORTH EDGE OF SOUTH
 HF0661'HAVEN, BY GOING NORTH FOR 9 MI ON HIGHWAY 81 TO E. 70TH ST AND THE
 HF0661'STATION.  LOCATED 76.1
 HF0661'FT EAST OF THE CENTER OF HIGHWAY 81, 70.9 FT WEST OF POWER POLE NUMBER
 HF0661'4-40, 34.8 FT SOUTH
 HF0661'OF THE CENTER OF E. 70TH ST, 85 FT NORTH-NORTHEAST OF A TRIANGULAR
 HF0661'CONCRETE MONUMENT
 HF0661'WITH STEEL PLATE INSCRIBED --KANSAS FEDERAL AID PROJECT NO 35, SECTION
 HF0661'A/B, 1921---, AND 70.2
 HF0661'FT SOUTHEAST OF RUTH RM 2.
 HF0661' 
 HF0661'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0660 ***********************************************************************
 HF0660  DESIGNATION -  RUTH RM 1
 HF0660  PID         -  HF0660
 HF0660  STATE/COUNTY-  KS/SUMNER
 HF0660  USGS QUAD   -  ROME (1965)
 HF0660
 HF0660                         *CURRENT SURVEY CONTROL
 HF0660  ___________________________________________________________________
 HF0660* NAD 83(1986)-  37 11 16.     (N)    097 24 06.     (W)     SCALED    
 HF0660* NAVD 88     -       377.004  (meters)    1236.89   (feet)  ADJUSTED  
 HF0660  ___________________________________________________________________
 HF0660  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0660  DYNAMIC HT  -         376.695 (meters)    1235.87  (feet)  COMP
 HF0660  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 HF0660
 HF0660  VERT ORDER  -  SECOND    CLASS 0
 HF0660
 HF0660.The horizontal coordinates were scaled from a topographic map and have
 HF0660.an estimated accuracy of +/- 6 seconds.
 HF0660
 HF0660.The orthometric height was determined by differential leveling
 HF0660.and adjusted by the National Geodetic Survey in June 1991..
 HF0660
 HF0660.The geoid height was determined by GEOID03.
 HF0660
 HF0660.The dynamic height is computed by dividing the NAVD 88
 HF0660.geopotential number by the normal gravity value computed on the
 HF0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0660.degrees latitude (g = 980.6199 gals.).
 HF0660
 HF0660.The modeled gravity was interpolated from observed gravity values.
 HF0660
 HF0660;                    North         East    Units  Estimated Accuracy
 HF0660;SPC KS S     -   458,410.      497,520.      MT  (+/- 180 meters Scaled)
 HF0660
 HF0660                          SUPERSEDED SURVEY CONTROL
 HF0660
 HF0660  NGVD 29 (??/??/92)  376.885  (m)         1236.50   (f) ADJ UNCH    2 0
 HF0660
 HF0660.Superseded values are not recommended for survey control.
 HF0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0660.See file dsdata.txt to determine how the superseded data were derived.
 HF0660
 HF0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG418169(NAD 83)
 HF0660_MARKER: DR = REFERENCE MARK DISK
 HF0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0660_STAMPING: RUTH NO 1 1962
 HF0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0660+STABILITY: SURFACE MOTION
 HF0660
 HF0660  HISTORY     - Date     Condition        Report By
 HF0660  HISTORY     - 1962     MONUMENTED       CGS
 HF0660  HISTORY     - 1964     GOOD             NGS
 HF0660
 HF0660                          STATION DESCRIPTION
 HF0660
 HF0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0660'2.2 MI NW FROM ROME.
 HF0660'1.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0660'FROM THE STATION SIGN AT ROME, THENCE 0.5 MILES WEST ALONG DIRT
 HF0660'ROAD TO THE INTERSECTION OF U.S. HIGHWAY 81, 131 FEET EAST OF
 HF0660'THE CENTERLINE OF THE HIGHWAY, 36 FEET SOUTH OF THE CENTER OF THE
 HF0660'DIRT ROAD, 20.5 FEET SOUTHWEST OF A POWER POLE, SET IN THE TOP OF
 HF0660'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 HF0660
 HF0660                          STATION RECOVERY (1964)
 HF0660
 HF0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HF0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0659 ***********************************************************************
 HF0659  DESIGNATION -  RUTH RM 2
 HF0659  PID         -  HF0659
 HF0659  STATE/COUNTY-  KS/SUMNER
 HF0659  USGS QUAD   -  ROME (1965)
 HF0659
 HF0659                         *CURRENT SURVEY CONTROL
 HF0659  ___________________________________________________________________
 HF0659* NAD 83(1986)-  37 11 16.     (N)    097 24 06.     (W)     SCALED    
 HF0659* NAVD 88     -       376.760  (meters)    1236.09   (feet)  ADJUSTED  
 HF0659  ___________________________________________________________________
 HF0659  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 HF0659  DYNAMIC HT  -         376.451 (meters)    1235.07  (feet)  COMP
 HF0659  MODELED GRAV-     979,801.1   (mgal)                       NAVD 88
 HF0659
 HF0659  VERT ORDER  -  SECOND    CLASS 0
 HF0659
 HF0659.The horizontal coordinates were scaled from a topographic map and have
 HF0659.an estimated accuracy of +/- 6 seconds.
 HF0659
 HF0659.The orthometric height was determined by differential leveling
 HF0659.and adjusted by the National Geodetic Survey in June 1991..
 HF0659
 HF0659.The geoid height was determined by GEOID03.
 HF0659
 HF0659.The dynamic height is computed by dividing the NAVD 88
 HF0659.geopotential number by the normal gravity value computed on the
 HF0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HF0659.degrees latitude (g = 980.6199 gals.).
 HF0659
 HF0659.The modeled gravity was interpolated from observed gravity values.
 HF0659
 HF0659;                    North         East    Units  Estimated Accuracy
 HF0659;SPC KS S     -   458,410.      497,520.      MT  (+/- 180 meters Scaled)
 HF0659
 HF0659                          SUPERSEDED SURVEY CONTROL
 HF0659
 HF0659  NGVD 29 (??/??/92)  376.641  (m)         1235.70   (f) ADJ UNCH    2 0
 HF0659
 HF0659.Superseded values are not recommended for survey control.
 HF0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0659.See file dsdata.txt to determine how the superseded data were derived.
 HF0659
 HF0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG418169(NAD 83)
 HF0659_MARKER: DR = REFERENCE MARK DISK
 HF0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HF0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HF0659_STAMPING: RUTH NO 2 1962
 HF0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HF0659+STABILITY: SURFACE MOTION
 HF0659
 HF0659  HISTORY     - Date     Condition        Report By
 HF0659  HISTORY     - 1962     MONUMENTED       CGS
 HF0659  HISTORY     - 1964     GOOD             NGS
 HF0659
 HF0659                          STATION DESCRIPTION
 HF0659
 HF0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HF0659'2.2 MI NW FROM ROME.
 HF0659'1.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 HF0659'FROM THE STATION SIGN AT ROME, THENCE 0.5 MILE WEST ALONG A DIRT
 HF0659'ROAD TO THE INTERSECTION OF U.S. HIGHWAY 81, 50 FEET EAST OF THE
 HF0659'CENTERLINE OF THE HIGHWAY, 32 FEET NORTH OF THE CENTER OF THE DIRT
 HF0659'ROAD, 20.5 FEET WEST OF A GUY POLE, 18.5 FEET EAST OF A CORNER
 HF0659'FENCE POST, 2.5 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 HF0659'POST WHICH PROJECTS 0.2 FEET ABOVE THE GROUND.
 HF0659
 HF0659                          STATION RECOVERY (1964)
 HF0659
 HF0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HF0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HE0753 ***********************************************************************
 HE0753  DESIGNATION -  RUTTGEN
 HE0753  PID         -  HE0753
 HE0753  STATE/COUNTY-  KS/LABETTE
 HE0753  USGS QUAD   -  LABETTE (1974)
 HE0753
 HE0753                         *CURRENT SURVEY CONTROL
 HE0753  ___________________________________________________________________
 HE0753* NAD 83(1997)-  37 08 23.30524(N)    095 12 27.75865(W)     ADJUSTED  
 HE0753* NAVD 88     -       281.3    (meters)     923.     (feet)  VERTCON   
 HE0753  ___________________________________________________________________
 HE0753  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 HE0753  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 HE0753
 HE0753  HORZ ORDER  -  SECOND
 HE0753
 HE0753.The horizontal coordinates were established by classical geodetic methods
 HE0753.and adjusted by the National Geodetic Survey in October 1998..
 HE0753
 HE0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 HE0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HE0753
 HE0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 HE0753
 HE0753.The geoid height was determined by GEOID03.
 HE0753
 HE0753;                    North         East     Units Scale Factor Converg.
 HE0753;SPC KS S     -   457,676.266   692,461.971   MT  1.00002736   +2 01 23.5
 HE0753;UTM  15      - 4,112,663.329   303,913.542   MT  1.00007367   -1 20 00.1
 HE0753
 HE0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HE0753!SPC KS S     -   0.99996053  x   1.00002736  =   0.99998789
 HE0753!UTM  15      -   0.99996053  x   1.00007367  =   1.00003420
 HE0753
 HE0753:                Primary Azimuth Mark                     Grid Az
 HE0753:SPC KS S     -  OSWEGO COOP ASSN ELEVATOR EAST           064 08 00.4
 HE0753:UTM  15      -  OSWEGO COOP ASSN ELEVATOR EAST           067 29 24.0
 HE0753
 HE0753|---------------------------------------------------------------------|
 HE0753| PID    Reference Object                     Distance      Geod. Az  |
 HE0753|                                                           dddmmss.s |
 HE0753| HE0757 OSWEGO COOP ASSN ELEVATOR EAST      APPROX. 7.7 KM 0660923.9 |
 HE0753| HE0740 OSWEGO MUNICIPAL TANK               APPROX. 9.3 KM 0712523.2 |
 HE0753| CL6197 RUTTGEN AZ MK                                      2123104.8 |
 HE0753| CL6198 RUTTGEN RM 1                         20.766 METERS 21734     |
 HE0753| HE0760 ALTAMONT W MUNICIPAL TANK           APPROX. 9.6 KM 3054946.3 |
 HE0753| HE0759 ALTAMONT REA RAD KAB 484 MAST       APPROX. 9.8 KM 3060313.6 |
 HE0753| CL6199 RUTTGEN RM 2                         20.174 METERS 32242     |
 HE0753|---------------------------------------------------------------------|
 HE0753
 HE0753                          SUPERSEDED SURVEY CONTROL
 HE0753
 HE0753  NAD 83(1997)-  37 08 23.30931(N)    095 12 27.75899(W) AD(       ) 2
 HE0753  NAD 83(1986)-  37 08 23.32031(N)    095 12 27.74671(W) AD(       ) 2
 HE0753  NAD 27      -  37 08 23.07674(N)    095 12 26.86950(W) AD(       ) 2
 HE0753  NGVD 29 (07/19/86)  281.2    (m)          923.     (f) VERT ANG       
 HE0753
 HE0753.Superseded values are not recommended for survey control.
 HE0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HE0753.See file dsdata.txt to determine how the superseded data were derived.
 HE0753
 HE0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB0391412663(NAD 83)
 HE0753_MARKER: DS = TRIANGULATION STATION DISK
 HE0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HE0753_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HE0753
 HE0753  HISTORY     - Date     Condition        Report By
 HE0753  HISTORY     - 1966     MONUMENTED       CGS
 HE0753
 HE0753                          STATION DESCRIPTION
 HE0753
 HE0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 HE0753'THE STATION IS ABOUT 6 MILES WEST-SOUTHWEST OF OSWEGO, 6
 HE0753'MILES NORTH OF BARTLETT AND 6 MILES SOUTHEAST OF ALTAMONT,
 HE0753'ON A LOW HILL IN PASTURE LAND AND ON PROPERTY OWNED BY MR.
 HE0753'C.V. RUTTGEN.
 HE0753'
 HE0753'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 HE0753'59 AND STATE HIGHWAY 96 ABOUT 1-1/2 MILES EAST OF ALTAMONT,
 HE0753'GO EAST ON HIGHWAYS 59 AND 96 FOR 3.0 MILES TO A GRAVELED
 HE0753'CROSSROAD.  TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR
 HE0753'3.75 MILES TO A DRIVEWAY ON THE LEFT.  (TO REACH THE AZIMUTH
 HE0753'MARK FROM THIS POINT, CONTINUE SOUTH FOR 0.4 MILE TO THE
 HE0753'MARK ON THE LEFT).  TURN LEFT AND GO EAST ON FARM DRIVE
 HE0753'FOR 0.1 MILE TO MR. RUTTGENS HOME.  CONTINUE EASTERLY, PASSING
 HE0753'TO THE SOUTH OF THE HOUSE FOR 0.05 MILE TO A GATE.  PASS
 HE0753'THROUGH GATE AND GO NORTHEASTERLY, AROUND A SMALL POND THEN
 HE0753'TURN RIGHT AND GO SOUTHEAST FOR 0.15 MILE TO A HEDGEROW
 HE0753'AND THE STATION.
 HE0753'
 HE0753'STATION MARK IS A STANDARD DISK, STAMPED RUTTGEN 1964, SET
 HE0753'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0753'THAT IS FLUSH WITH THE GROUND.  IT IS 46 FEET EAST OF THE
 HE0753'HEDGEROW.
 HE0753'
 HE0753'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RUTTGEN NO
 HE0753'1 1964, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST,
 HE0753'THAT IS FLUSH WITH THE GROUND.  IT IS 9 FEET EAST OF THE
 HE0753'HEDGEROW AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE0753'
 HE0753'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RUTTGEN NO
 HE0753'2 1964, SET IN THE TOP OF A 14 INCH SQUARE CONCRETE POST,
 HE0753'THAT IS FLUSH WITH THE GROUND.  IT IS 6 FEET EAST OF THE
 HE0753'HEDGEROW AND ABOUT THE SAME ELEVATION AS THE STATION.
 HE0753'
 HE0753'AZIMUTH MARK IS A STANDARD DISK, STAMPED RUTTGEN 1964, SET
 HE0753'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 HE0753'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 40 FEET
 HE0753'EAST OF THE CENTERLINE OF A GRAVELED ROAD, 3 FEET SOUTH
 HE0753'OF A WITNESS POST AND 1 FOOT NORTHWEST OF A TELEPHONE LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JG0191 ***********************************************************************
 JG0191  DESIGNATION -  RV 1
 JG0191  PID         -  JG0191
 JG0191  STATE/COUNTY-  KS/BARTON
 JG0191  USGS QUAD   -  ELLINWOOD (1979)
 JG0191
 JG0191                         *CURRENT SURVEY CONTROL
 JG0191  ___________________________________________________________________
 JG0191* NAD 83(1986)-  38 21 15.     (N)    098 34 51.     (W)     SCALED    
 JG0191* NAVD 88     -       545.829  (meters)    1790.77   (feet)  ADJUSTED  
 JG0191  ___________________________________________________________________
 JG0191  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 JG0191  DYNAMIC HT  -         545.426 (meters)    1789.45  (feet)  COMP
 JG0191  MODELED GRAV-     979,874.1   (mgal)                       NAVD 88
 JG0191
 JG0191  VERT ORDER  -  SECOND    CLASS 0
 JG0191
 JG0191.The horizontal coordinates were scaled from a topographic map and have
 JG0191.an estimated accuracy of +/- 6 seconds.
 JG0191
 JG0191.The orthometric height was determined by differential leveling
 JG0191.and adjusted by the National Geodetic Survey in June 1991..
 JG0191
 JG0191.The geoid height was determined by GEOID03.
 JG0191
 JG0191.The dynamic height is computed by dividing the NAVD 88
 JG0191.geopotential number by the normal gravity value computed on the
 JG0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JG0191.degrees latitude (g = 980.6199 gals.).
 JG0191
 JG0191.The modeled gravity was interpolated from observed gravity values.
 JG0191
 JG0191;                    North         East    Units  Estimated Accuracy
 JG0191;SPC KS S     -   587,290.      392,940.      MT  (+/- 180 meters Scaled)
 JG0191
 JG0191                          SUPERSEDED SURVEY CONTROL
 JG0191
 JG0191  NGVD 29 (??/??/92)  545.698  (m)         1790.34   (f) ADJ UNCH    2 0
 JG0191
 JG0191.Superseded values are not recommended for survey control.
 JG0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JG0191.See file dsdata.txt to determine how the superseded data were derived.
 JG0191
 JG0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH366451(NAD 83)
 JG0191_MARKER: R = RIVET
 JG0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JG0191_SP_SET: CONCRETE FOUNDATION
 JG0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JG0191
 JG0191  HISTORY     - Date     Condition        Report By
 JG0191  HISTORY     - UNK      MONUMENTED       ATSFRR
 JG0191  HISTORY     - 1934     GOOD             NGS
 JG0191
 JG0191                          STATION DESCRIPTION
 JG0191
 JG0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JG0191'AT ELLINWOOD.
 JG0191'AT ELLINWOOD, BARTON COUNTY, 600 FEET NORTHWEST OF THE ATCHISON,
 JG0191'TOPEKA AND SANTA FE RAILWAY STATION, AT A WIGWAG SIGNAL ON
 JG0191'MAIN STREET, AND IN THE TOP OF THE SOUTHWEST CORNER OF THE
 JG0191'CONCRETE FOUNDATION.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HH0016 ***********************************************************************
 HH0016  DESIGNATION -  RV 1
 HH0016  PID         -  HH0016
 HH0016  STATE/COUNTY-  KS/FORD
 HH0016  USGS QUAD   -  DODGE CITY (1984)
 HH0016
 HH0016                         *CURRENT SURVEY CONTROL
 HH0016  ___________________________________________________________________
 HH0016* NAD 83(1986)-  37 45 08.     (N)    100 00 34.     (W)     SCALED    
 HH0016* NAVD 88     -       759.740  (meters)    2492.58   (feet)  ADJUSTED  
 HH0016  ___________________________________________________________________
 HH0016  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 HH0016  DYNAMIC HT  -         759.081 (meters)    2490.42  (feet)  COMP
 HH0016  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
 HH0016
 HH0016  VERT ORDER  -  FIRST     CLASS II
 HH0016
 HH0016.The horizontal coordinates were scaled from a topographic map and have
 HH0016.an estimated accuracy of +/- 6 seconds.
 HH0016
 HH0016.The orthometric height was determined by differential leveling
 HH0016.and adjusted by the National Geodetic Survey in June 1991..
 HH0016
 HH0016.The geoid height was determined by GEOID03.
 HH0016
 HH0016.The dynamic height is computed by dividing the NAVD 88
 HH0016.geopotential number by the normal gravity value computed on the
 HH0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HH0016.degrees latitude (g = 980.6199 gals.).
 HH0016
 HH0016.The modeled gravity was interpolated from observed gravity values.
 HH0016
 HH0016;                    North         East    Units  Estimated Accuracy
 HH0016;SPC KS S     -   521,560.      266,990.      MT  (+/- 180 meters Scaled)
 HH0016
 HH0016                          SUPERSEDED SURVEY CONTROL
 HH0016
 HH0016  NGVD 29 (??/??/92)  759.406  (m)         2491.48   (f) ADJ UNCH    1 2
 HH0016
 HH0016.Superseded values are not recommended for survey control.
 HH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HH0016.See file dsdata.txt to determine how the superseded data were derived.
 HH0016
 HH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG110788(NAD 83)
 HH0016_MARKER: R = RIVET
 HH0016_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HH0016+WITH SETTING: PAVEMENT
 HH0016_SP_SET: SEMIPHORE BASE
 HH0016_MARK LOGO: NONE  
 HH0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HH0016+STABILITY: SURFACE MOTION
 HH0016
 HH0016  HISTORY     - Date     Condition        Report By
 HH0016  HISTORY     - UNK      MONUMENTED       ATSFRR
 HH0016  HISTORY     - 1934     GOOD             NGS
 HH0016  HISTORY     - 1986     GOOD             NGS
 HH0016
 HH0016                          STATION DESCRIPTION
 HH0016
 HH0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HH0016'0.3 MI E FROM DODGE CITY.
 HH0016'0.3 MILE EAST OF AT AND SF RR DEPOT, AT DODGE CITY ON TOP OF THE
 HH0016'SOUTHEAST CORNER OF CONCRETE FOUNDATION OF BLOCK SIGNAL.  62
 HH0016'FEET SOUTHEAST OF RAILROAD YARD MASTERS OFFICE.  11 FEET NORTH
 HH0016'OF CENTERLINE OF ATCHISON TOPEKA AND SANTA FE RAILROAD.
 HH0016
 HH0016                          STATION RECOVERY (1986)
 HH0016
 HH0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HH0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0393 ***********************************************************************
 HG0393  DESIGNATION -  RV 1
 HG0393  PID         -  HG0393
 HG0393  STATE/COUNTY-  KS/EDWARDS
 HG0393  USGS QUAD   -  KINSLEY (1972)
 HG0393
 HG0393                         *CURRENT SURVEY CONTROL
 HG0393  ___________________________________________________________________
 HG0393* NAD 83(1986)-  37 55 49.     (N)    099 24 17.     (W)     SCALED    
 HG0393* NAVD 88     -       658.981  (meters)    2162.01   (feet)  ADJUSTED  
 HG0393  ___________________________________________________________________
 HG0393  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 HG0393  DYNAMIC HT  -         658.441 (meters)    2160.24  (feet)  COMP
 HG0393  MODELED GRAV-     979,789.4   (mgal)                       NAVD 88
 HG0393
 HG0393  VERT ORDER  -  SECOND    CLASS 0
 HG0393
 HG0393.The horizontal coordinates were scaled from a topographic map and have
 HG0393.an estimated accuracy of +/- 6 seconds.
 HG0393
 HG0393.The orthometric height was determined by differential leveling
 HG0393.and adjusted by the National Geodetic Survey in June 1991..
 HG0393
 HG0393.The geoid height was determined by GEOID03.
 HG0393
 HG0393.The dynamic height is computed by dividing the NAVD 88
 HG0393.geopotential number by the normal gravity value computed on the
 HG0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0393.degrees latitude (g = 980.6199 gals.).
 HG0393
 HG0393.The modeled gravity was interpolated from observed gravity values.
 HG0393
 HG0393;                    North         East    Units  Estimated Accuracy
 HG0393;SPC KS S     -   540,630.      320,470.      MT  (+/- 180 meters Scaled)
 HG0393
 HG0393                          SUPERSEDED SURVEY CONTROL
 HG0393
 HG0393  NGVD 29 (??/??/92)  658.718  (m)         2161.14   (f) ADJ UNCH    2 0
 HG0393
 HG0393.Superseded values are not recommended for survey control.
 HG0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0393.See file dsdata.txt to determine how the superseded data were derived.
 HG0393
 HG0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SMG644981(NAD 83)
 HG0393_MARKER: DB = BENCH MARK DISK
 HG0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0393_SP_SET: CULVERT
 HG0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0393
 HG0393  HISTORY     - Date     Condition        Report By
 HG0393  HISTORY     - UNK      MONUMENTED       ATSFRR
 HG0393  HISTORY     - 1940     GOOD             NGS
 HG0393  HISTORY     - 1979     GOOD             NGS
 HG0393  HISTORY     - 1979     GOOD             NGS
 HG0393
 HG0393                          STATION DESCRIPTION
 HG0393
 HG0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 HG0393'1 MI NE FROM KINSLEY.
 HG0393'ALONG RIGHT-OF-WAY OF ATCHISON, TOPEKA, AND SANTA FE RR.  JUST
 HG0393'SOUTHEAST OF INTERSECTION OF STATE HIGHWAY NO. 54 AND STATE
 HG0393'HIGHWAY NO. 1.  108 FEET SOUTHEAST OF CENTER LINE OF STATE HIGHWAY
 HG0393'NO. 45.  14 FEET NORTHWEST OF MOST NORTHWESTERLY RAIL.  3.0 FEET
 HG0393'BELOW TOP OF RAIL.  MONEL-METAL RIVET SET FLUSH AND HORIZONTALLY
 HG0393'IN TOP OF NORTH CORNER OF NORTHWEST HEADWALL OF RAILROAD CULVERT
 HG0393'NO. 315 A.
 HG0393
 HG0393                          STATION RECOVERY (1979)
 HG0393
 HG0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HG0393'RECOVERED IN GOOD CONDITION.
 HG0393
 HG0393                          STATION RECOVERY (1979)
 HG0393
 HG0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HG0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KF0601 ***********************************************************************
 KF0601  DESIGNATION -  RV 1
 KF0601  PID         -  KF0601
 KF0601  STATE/COUNTY-  KS/REPUBLIC
 KF0601  USGS QUAD   -  COURTLAND (1969)
 KF0601
 KF0601                         *CURRENT SURVEY CONTROL
 KF0601  ___________________________________________________________________
 KF0601* NAD 83(1986)-  39 46 48.     (N)    097 53 49.     (W)     SCALED    
 KF0601* NAVD 88     -       456.583  (meters)    1497.97   (feet)  POSTED    
 KF0601  ___________________________________________________________________
 KF0601  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 KF0601  DYNAMIC HT  -         456.310 (meters)    1497.08  (feet)  COMP
 KF0601  MODELED GRAV-     980,017.9   (mgal)                       NAVD 88
 KF0601
 KF0601  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KF0601
 KF0601.The horizontal coordinates were scaled from a topographic map and have
 KF0601.an estimated accuracy of +/- 6 seconds.
 KF0601
 KF0601.The orthometric height was determined by differential leveling
 KF0601.and adjusted by the National Geodetic Survey in 1992..
 KF0601.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KF0601.rate of 4.1 thru 8.0 mm/km.
 KF0601
 KF0601.The geoid height was determined by GEOID03.
 KF0601
 KF0601.The dynamic height is computed by dividing the NAVD 88
 KF0601.geopotential number by the normal gravity value computed on the
 KF0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KF0601.degrees latitude (g = 980.6199 gals.).
 KF0601
 KF0601.The modeled gravity was interpolated from observed gravity values.
 KF0601
 KF0601;                    North         East    Units  Estimated Accuracy
 KF0601;SPC KS N     -   160,610.      408,830.      MT  (+/- 180 meters Scaled)
 KF0601
 KF0601                          SUPERSEDED SURVEY CONTROL
 KF0601
 KF0601  NGVD 29 (??/??/92)  456.423  (m)         1497.45   (f) ADJ UNCH    2 0
 KF0601
 KF0601.Superseded values are not recommended for survey control.
 KF0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KF0601.See file dsdata.txt to determine how the superseded data were derived.
 KF0601
 KF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK944039(NAD 83)
 KF0601_MARKER: R = RIVET
 KF0601_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KF0601_SP_SET: COAL CHUTE BASE
 KF0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KF0601
 KF0601  HISTORY     - Date     Condition        Report By
 KF0601  HISTORY     - UNK      MONUMENTED       RIRR
 KF0601  HISTORY     - 1934     GOOD             NGS
 KF0601  HISTORY     - 1947     MARK NOT FOUND   NGS
 KF0601
 KF0601                          STATION DESCRIPTION
 KF0601
 KF0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KF0601'AT COURTLAND.
 KF0601'AT COURTLAND 2 POLES EAST OF MILEAGE 204-10, 23 FEET SOUTH OF
 KF0601'CENTERLINE OF MAIN TRACK OF ROCK ISLAND RAILROAD, IN THE CENTER
 KF0601'OF CONCRETE BASE OF COAL CHUTE.  NOTE-- THE SITE OF THE COAL
 KF0601'CHUTE WAS FOUND BUT THE BUILDING HAD BEEN TORN DOWN AND THE
 KF0601'FOUNDATION TORN UP.
 KF0601
 KF0601                          STATION RECOVERY (1947)
 KF0601
 KF0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 KF0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0361 ***********************************************************************
 HG0361  DESIGNATION -  RV 1
 HG0361  PID         -  HG0361
 HG0361  STATE/COUNTY-  KS/STAFFORD
 HG0361  USGS QUAD   -  STAFFORD (1971)
 HG0361
 HG0361                         *CURRENT SURVEY CONTROL
 HG0361  ___________________________________________________________________
 HG0361* NAD 83(1986)-  37 58 08.     (N)    098 36 05.     (W)     SCALED    
 HG0361* NAVD 88     -       567.255  (meters)    1861.07   (feet)  ADJUSTED  
 HG0361  ___________________________________________________________________
 HG0361  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 HG0361  DYNAMIC HT  -         566.808 (meters)    1859.60  (feet)  COMP
 HG0361  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 HG0361
 HG0361  VERT ORDER  -  SECOND    CLASS 0
 HG0361
 HG0361.The horizontal coordinates were scaled from a topographic map and have
 HG0361.an estimated accuracy of +/- 6 seconds.
 HG0361
 HG0361.The orthometric height was determined by differential leveling
 HG0361.and adjusted by the National Geodetic Survey in June 1991..
 HG0361
 HG0361.The geoid height was determined by GEOID03.
 HG0361
 HG0361.The dynamic height is computed by dividing the NAVD 88
 HG0361.geopotential number by the normal gravity value computed on the
 HG0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0361.degrees latitude (g = 980.6199 gals.).
 HG0361
 HG0361.The modeled gravity was interpolated from observed gravity values.
 HG0361
 HG0361;                    North         East    Units  Estimated Accuracy
 HG0361;SPC KS S     -   544,530.      391,090.      MT  (+/- 180 meters Scaled)
 HG0361
 HG0361                          SUPERSEDED SURVEY CONTROL
 HG0361
 HG0361  NGVD 29 (??/??/92)  567.110  (m)         1860.59   (f) ADJ UNCH    2 0
 HG0361
 HG0361.Superseded values are not recommended for survey control.
 HG0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0361.See file dsdata.txt to determine how the superseded data were derived.
 HG0361
 HG0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH350024(NAD 83)
 HG0361_MARKER: R = RIVET
 HG0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0361_SP_SET: CURB
 HG0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0361
 HG0361  HISTORY     - Date     Condition        Report By
 HG0361  HISTORY     - UNK      MONUMENTED       ATSFRR
 HG0361  HISTORY     - 1934     GOOD             NGS
 HG0361
 HG0361                          STATION DESCRIPTION
 HG0361
 HG0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HG0361'AT STAFFORD.
 HG0361'AT STAFFORD IN CONCRETE CURB IN FRONT OF MENS WAITING ROOM DOOR.
 HG0361'30 FEET SOUTH OF CENTERLINE OF ATCHINSON TOPEKA AND SANTA FE
 HG0361'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KG0017 ***********************************************************************
 KG0017  DESIGNATION -  RV 1
 KG0017  PID         -  KG0017
 KG0017  STATE/COUNTY-  KS/JEWELL
 KG0017  USGS QUAD   -  MANKATO (1969)
 KG0017
 KG0017                         *CURRENT SURVEY CONTROL
 KG0017  ___________________________________________________________________
 KG0017* NAD 83(1986)-  39 48 13.     (N)    098 13 59.     (W)     SCALED    
 KG0017* NAVD 88     -       561.390  (meters)    1841.83   (feet)  ADJUSTED  
 KG0017  ___________________________________________________________________
 KG0017  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 KG0017  DYNAMIC HT  -         561.042 (meters)    1840.69  (feet)  COMP
 KG0017  MODELED GRAV-     979,987.4   (mgal)                       NAVD 88
 KG0017
 KG0017  VERT ORDER  -  SECOND    CLASS 0
 KG0017
 KG0017.The horizontal coordinates were scaled from a topographic map and have
 KG0017.an estimated accuracy of +/- 6 seconds.
 KG0017
 KG0017.The orthometric height was determined by differential leveling
 KG0017.and adjusted by the National Geodetic Survey in June 1991..
 KG0017
 KG0017.The geoid height was determined by GEOID03.
 KG0017
 KG0017.The dynamic height is computed by dividing the NAVD 88
 KG0017.geopotential number by the normal gravity value computed on the
 KG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KG0017.degrees latitude (g = 980.6199 gals.).
 KG0017
 KG0017.The modeled gravity was interpolated from observed gravity values.
 KG0017
 KG0017;                    North         East    Units  Estimated Accuracy
 KG0017;SPC KS N     -   163,250.      380,040.      MT  (+/- 180 meters Scaled)
 KG0017
 KG0017                          SUPERSEDED SURVEY CONTROL
 KG0017
 KG0017  NGVD 29 (??/??/92)  561.189  (m)         1841.17   (f) ADJ UNCH    2 0
 KG0017
 KG0017.Superseded values are not recommended for survey control.
 KG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KG0017.See file dsdata.txt to determine how the superseded data were derived.
 KG0017
 KG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNK656062(NAD 83)
 KG0017_MARKER: R = RIVET
 KG0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KG0017_SP_SET: OVERPASS
 KG0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KG0017
 KG0017  HISTORY     - Date     Condition        Report By
 KG0017  HISTORY     - UNK      MONUMENTED       RIRR
 KG0017  HISTORY     - 1934     GOOD             NGS
 KG0017
 KG0017                          STATION DESCRIPTION
 KG0017
 KG0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KG0017'1.9 MI NW FROM MANKATO.
 KG0017'1.9 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM
 KG0017'THE STATION AT MANKATO, JEWELL COUNTY, AT POLE 523+15, AT A
 KG0017'CHICAGO, ROCK ISLAND AND PACIFIC RAILWAY OVERPASS, (TRESTLE 2234),
 KG0017'IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT, AND 7 FEET
 KG0017'SOUTHWEST OF THE CENTER LINE OF THE C.R.I. AND P.RY. TRACK.
 KG0017'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0139 ***********************************************************************
 HG0139  DESIGNATION -  RV 10
 HG0139  PID         -  HG0139
 HG0139  STATE/COUNTY-  KS/BARBER
 HG0139  USGS QUAD   -  KIOWA (1972)
 HG0139
 HG0139                         *CURRENT SURVEY CONTROL
 HG0139  ___________________________________________________________________
 HG0139* NAD 83(1986)-  37 02 48.     (N)    098 27 45.     (W)     SCALED    
 HG0139* NAVD 88     -       398.439  (meters)    1307.21   (feet)  ADJUSTED  
 HG0139  ___________________________________________________________________
 HG0139  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 HG0139  DYNAMIC HT  -         398.096 (meters)    1306.09  (feet)  COMP
 HG0139  MODELED GRAV-     979,757.3   (mgal)                       NAVD 88
 HG0139
 HG0139  VERT ORDER  -  SECOND    CLASS 0
 HG0139
 HG0139.The horizontal coordinates were scaled from a topographic map and have
 HG0139.an estimated accuracy of +/- 6 seconds.
 HG0139
 HG0139.The orthometric height was determined by differential leveling
 HG0139.and adjusted by the National Geodetic Survey in June 1991..
 HG0139
 HG0139.The geoid height was determined by GEOID03.
 HG0139
 HG0139.The dynamic height is computed by dividing the NAVD 88
 HG0139.geopotential number by the normal gravity value computed on the
 HG0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0139.degrees latitude (g = 980.6199 gals.).
 HG0139
 HG0139.The modeled gravity was interpolated from observed gravity values.
 HG0139
 HG0139;                    North         East    Units  Estimated Accuracy
 HG0139;SPC KS S     -   442,180.      403,340.      MT  (+/- 180 meters Scaled)
 HG0139
 HG0139                          SUPERSEDED SURVEY CONTROL
 HG0139
 HG0139  NGVD 29 (??/??/92)  398.260  (m)         1306.62   (f) ADJ UNCH    2 0
 HG0139
 HG0139.Superseded values are not recommended for survey control.
 HG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0139.See file dsdata.txt to determine how the superseded data were derived.
 HG0139
 HG0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNG477001(NAD 83)
 HG0139_MARKER: R = RIVET
 HG0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HG0139_SP_SET: SIGNAL BASE
 HG0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HG0139
 HG0139  HISTORY     - Date     Condition        Report By
 HG0139  HISTORY     - UNK      MONUMENTED       ATSFRR
 HG0139  HISTORY     - 1935     GOOD             NGS
 HG0139
 HG0139                          STATION DESCRIPTION
 HG0139
 HG0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HG0139'2.7 MI NW FROM KIOWA.
 HG0139'2.7 MILES NORTHEAST OF KIOWA A.T. AND S.F. RR STATION IN THE
 HG0139'CENTER OF THE WEST END OF THE NORTH HEADWALL OF ATCHISON TOPEKA
 HG0139'AND SANTA FE RAILROAD BRIDGE 304-0A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HF0170 ***********************************************************************
 HF0170  DESIGNATION -  RV 10
 HF0170  PID         -  HF0170
 HF0170  STATE/COUNTY-  KS/COWLEY
 HF0170  USGS QUAD   -  MAPLE CITY (1964)
 HF0170
 HF0170                         *CURRENT SURVEY CONTROL
 HF0170  ___________________________________________________________________
 HF0170* NAD 83(1986)-  37 03 42.     (N)    096 52 29.     (W)     SCALED    
 HF0170* NAVD 88     -       329.09   (+/-2cm)    1079.7    (feet)  VERTCON   
 HF0170  ___________________________________________________________________
 HF0170  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 HF0170
 HF0170  VERT ORDER  -  ? (See Below)
 HF0170
 HF0170.The horizontal coordinates were scaled from a topographic map and have
 HF0170.an estimated accuracy of +/- 6 seconds.
 HF0170
 HF0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 HF0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HF0170.The vertical order pertains to the NGVD 29 superseded value.
 HF0170
 HF0170.The geoid height was determined by GEOID03.
 HF0170
 HF0170;                    North         East    Units  Estimated Accuracy
 HF0170;SPC KS S     -   445,100.      544,550.      MT  (+/- 180 meters Scaled)
 HF0170
 HF0170                          SUPERSEDED SURVEY CONTROL
 HF0170
 HF0170  NGVD 29 (??/??/92)  328.964  (m)         1079.28   (f) ADJ UNCH    ?  
 HF0170
 HF0170.Superseded values are not recommended for survey control.
 HF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HF0170.See file dsdata.txt to determine how the superseded data were derived.
 HF0170
 HF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SPG889038(NAD 83)
 HF0170_MARKER: R = RIVET
 HF0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HF0170_SP_SET: CULVERT
 HF0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HF0170
 HF0170  HISTORY     - Date     Condition        Report By
 HF0170  HISTORY     - UNK      MONUMENTED       MPRR
 HF0170  HISTORY     - 1933     GOOD             NGS
 HF0170
 HF0170                          STATION DESCRIPTION
 HF0170
 HF0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HF0170'2.3 MI NE FROM SILVERDALE.
 HF0170'ABOUT 2.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD
 HF0170'FROM SILVERDALE, COWLEY COUNTY, ABOUT 7 POLES WEST OF
 HF0170'MILEPOST 511, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 HF0170'EAST END OF THE SOUTH CONCRETE HEAD WALL.  A STANDARD MONEL-METAL
 HF0170'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HG0058 ***********************************************************************
 HG0058  DESIGNATION -  RV 10
 HG0058  PID         -  HG0058
 HG0058  STATE/COUNTY-  KS/RENO
 HG0058  USGS QUAD   -  SYLVIA (1971)
 HG0058
 HG0058                         *CURRENT SURVEY CONTROL
 HG0058  ___________________________________________________________________
 HG0058* NAD 83(1986)-  37 57 30.     (N)    098 26 42.     (W)     SCALED    
 HG0058* NAVD 88     -       538.391  (meters)    1766.37   (feet)  ADJUSTED  
 HG0058  ___________________________________________________________________
 HG0058  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 HG0058  DYNAMIC HT  -         537.966 (meters)    1764.98  (feet)  COMP
 HG0058  MODELED GRAV-     979,821.4   (mgal)                       NAVD 88
 HG0058
 HG0058  VERT ORDER  -  SECOND    CLASS 0
 HG0058
 HG0058.The horizontal coordinates were scaled from a topographic map and have
 HG0058.an estimated accuracy of +/- 6 seconds.
 HG0058
 HG0058.The orthometric height was determined by differential leveling
 HG0058.and adjusted by the National Geodetic Survey in June 1991..
 HG0058
 HG0058.The geoid height was determined by GEOID03.
 HG0058
 HG0058.The dynamic height is computed by dividing the NAVD 88
 HG0058.geopotential number by the normal gravity value computed on the
 HG0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HG0058.degrees latitude (g = 980.6199 gals.).
 HG0058
 HG0058.The modeled gravity was interpolated from observed gravity values.
 HG0058
 HG0058;                    North         East    Units  Estimated Accuracy
 HG0058;SPC KS S     -   543,360.      404,830.      MT  (+/- 180 meters Scaled)
 HG0058
 HG0058                          SUPERSEDED SURVEY CONTROL
 HG0058
 HG0058  NGVD 29 (??/??/92)  538.245  (m)         1765.89   (f) ADJ UNCH    2 0
 HG0058
 HG0058.Superseded values are not recommended for survey control.
 HG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HG0058.See file dsdata.txt to determine how the superseded data were derived.
 HG0058
 HG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SNH48